














                                  SURVEY CONTROL DATA
                                
                             STATE=WI
                             [OCTOBER  7, 2006    ]
                              Version = 7.42
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0591 ***********************************************************************
 OM0591  DESIGNATION -  001
 OM0591  PID         -  OM0591
 OM0591  STATE/COUNTY-  WI/DANE
 OM0591  USGS QUAD   -  MAZOMANIE (1962)
 OM0591
 OM0591                         *CURRENT SURVEY CONTROL
 OM0591  ___________________________________________________________________
 OM0591* NAD 83(1997)-  43 10 35.80660(N)    089 50 16.83644(W)     ADJUSTED  
 OM0591* NAVD 88     -       240.9    (meters)     790.     (feet)  VERTCON   
 OM0591  ___________________________________________________________________
 OM0591  X           -      13,171.325 (meters)                     COMP
 OM0591  Y           -  -4,658,682.003 (meters)                     COMP
 OM0591  Z           -   4,341,972.205 (meters)                     COMP
 OM0591  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 OM0591  ELLIP HEIGHT-         206.66  (meters)          (06/17/02) GPS OBS
 OM0591  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 OM0591
 OM0591  HORZ ORDER  -  SECOND
 OM0591  ELLP ORDER  -  FOURTH    CLASS I
 OM0591
 OM0591.The horizontal coordinates were established by GPS observations
 OM0591.and adjusted by the National Geodetic Survey in June 2002..
 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 OM0591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0591
 OM0591.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0591
 OM0591.The ellipsoidal height was determined by GPS observations
 OM0591.and is referenced to NAD 83.
 OM0591
 OM0591.The geoid height was determined by GEOID03.
 OM0591
 OM0591;                    North         East     Units Scale Factor Converg.
 OM0591;SPC WI S     -   130,723.009   613,170.121   MT  0.99994019   +0 06 40.7
 OM0591;SPC WI S     -   428,880.41  2,011,708.97   sFT  0.99994019   +0 06 40.7
 OM0591;UTM  16      - 4,784,338.238   269,335.968   MT  1.00025456   -1 56 33.9
 OM0591
 OM0591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0591!SPC WI S     -   0.99996759  x   0.99994019  =   0.99990778
 OM0591!UTM  16      -   0.99996759  x   1.00025456  =   1.00022214
 OM0591
 OM0591                          SUPERSEDED SURVEY CONTROL
 OM0591
 OM0591  NAD 83(1991)-  43 10 35.80561(N)    089 50 16.83508(W) AD(       ) 2
 OM0591  ELLIP H (11/21/91)  206.84   (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)          791.     (f) GPS OBS        
 OM0591
 OM0591.Superseded values are not recommended for survey control.
 OM0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0591.See file dsdata.txt to determine how the superseded data were derived.
 OM0591
 OM0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN6933684338(NAD 83)
 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 = OCTOBER  7, 2006
 OM0592 ***********************************************************************
 OM0592  DESIGNATION -  002
 OM0592  PID         -  OM0592
 OM0592  STATE/COUNTY-  WI/DANE
 OM0592  USGS QUAD   -  MAZOMANIE (1962)
 OM0592
 OM0592                         *CURRENT SURVEY CONTROL
 OM0592  ___________________________________________________________________
 OM0592* NAD 83(1997)-  43 11 54.91072(N)    089 47 57.27649(W)     ADJUSTED  
 OM0592* NAVD 88     -       226.2    (meters)     742.     (feet)  VERTCON   
 OM0592  ___________________________________________________________________
 OM0592  X           -      16,317.521 (meters)                     COMP
 OM0592  Y           -  -4,656,990.385 (meters)                     COMP
 OM0592  Z           -   4,343,741.928 (meters)                     COMP
 OM0592  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 OM0592  ELLIP HEIGHT-         191.72  (meters)          (06/17/02) GPS OBS
 OM0592  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 OM0592
 OM0592  HORZ ORDER  -  SECOND
 OM0592  ELLP ORDER  -  FOURTH    CLASS I
 OM0592
 OM0592.The horizontal coordinates were established by GPS observations
 OM0592.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0592
 OM0592.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0592
 OM0592.The ellipsoidal height was determined by GPS observations
 OM0592.and is referenced to NAD 83.
 OM0592
 OM0592.The geoid height was determined by GEOID03.
 OM0592
 OM0592;                    North         East     Units Scale Factor Converg.
 OM0592;SPC WI S     -   133,170.871   616,316.049   MT  0.99993877   +0 08 16.6
 OM0592;SPC WI S     -   436,911.43  2,022,030.24   sFT  0.99993877   +0 08 16.6
 OM0592;UTM  16      - 4,786,672.459   272,568.619   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                          SUPERSEDED SURVEY CONTROL
 OM0592
 OM0592  NAD 83(1991)-  43 11 54.90920(N)    089 47 57.27509(W) AD(       ) 2
 OM0592  ELLIP H (11/21/91)  191.95   (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)          742.     (f) GPS OBS        
 OM0592
 OM0592.Superseded values are not recommended for survey control.
 OM0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0592.See file dsdata.txt to determine how the superseded data were derived.
 OM0592
 OM0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7256986672(NAD 83)
 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 = OCTOBER  7, 2006
 OM0593 ***********************************************************************
 OM0593  DESIGNATION -  003
 OM0593  PID         -  OM0593
 OM0593  STATE/COUNTY-  WI/DANE
 OM0593  USGS QUAD   -  MAZOMANIE (1962)
 OM0593
 OM0593                         *CURRENT SURVEY CONTROL
 OM0593  ___________________________________________________________________
 OM0593* NAD 83(1997)-  43 12 22.40258(N)    089 45 34.58054(W)     ADJUSTED  
 OM0593* NAVD 88     -       227.8    (meters)     747.     (feet)  VERTCON   
 OM0593  ___________________________________________________________________
 OM0593  X           -      19,536.835 (meters)                     COMP
 OM0593  Y           -  -4,656,398.352 (meters)                     COMP
 OM0593  Z           -   4,344,361.491 (meters)                     COMP
 OM0593  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 OM0593  ELLIP HEIGHT-         193.34  (meters)          (06/17/02) GPS OBS
 OM0593  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 OM0593
 OM0593  HORZ ORDER  -  SECOND
 OM0593  ELLP ORDER  -  FOURTH    CLASS I
 OM0593
 OM0593.The horizontal coordinates were established by GPS observations
 OM0593.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0593
 OM0593.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0593
 OM0593.The ellipsoidal height was determined by GPS observations
 OM0593.and is referenced to NAD 83.
 OM0593
 OM0593.The geoid height was determined by GEOID03.
 OM0593
 OM0593;                    North         East     Units Scale Factor Converg.
 OM0593;SPC WI S     -   134,027.741   619,535.068   MT  0.99993831   +0 09 54.6
 OM0593;SPC WI S     -   439,722.68  2,032,591.30   sFT  0.99993831   +0 09 54.6
 OM0593;UTM  16      - 4,787,413.556   275,817.233   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                          SUPERSEDED SURVEY CONTROL
 OM0593
 OM0593  NAD 83(1991)-  43 12 22.40103(N)    089 45 34.57928(W) AD(       ) 2
 OM0593  ELLIP H (11/21/91)  193.59   (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)          748.     (f) GPS OBS        
 OM0593
 OM0593.Superseded values are not recommended for survey control.
 OM0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0593.See file dsdata.txt to determine how the superseded data were derived.
 OM0593
 OM0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7581787414(NAD 83)
 OM0593_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0593_SP_SET: 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 = OCTOBER  7, 2006
 OM0594 ***********************************************************************
 OM0594  DESIGNATION -  004
 OM0594  PID         -  OM0594
 OM0594  STATE/COUNTY-  WI/DANE
 OM0594  USGS QUAD   -  BLACK EARTH (1982)
 OM0594
 OM0594                         *CURRENT SURVEY CONTROL
 OM0594  ___________________________________________________________________
 OM0594* NAD 83(1997)-  43 12 31.03676(N)    089 42 37.35293(W)     ADJUSTED  
 OM0594* NAVD 88     -       252.1    (meters)     827.     (feet)  VERTCON   
 OM0594  ___________________________________________________________________
 OM0594  X           -      23,536.882 (meters)                     COMP
 OM0594  Y           -  -4,656,215.036 (meters)                     COMP
 OM0594  Z           -   4,344,572.257 (meters)                     COMP
 OM0594  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 OM0594  ELLIP HEIGHT-         217.51  (meters)          (06/17/02) GPS OBS
 OM0594  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 OM0594
 OM0594  HORZ ORDER  -  SECOND
 OM0594  ELLP ORDER  -  FOURTH    CLASS I
 OM0594
 OM0594.The horizontal coordinates were established by GPS observations
 OM0594.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0594
 OM0594.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0594
 OM0594.The ellipsoidal height was determined by GPS observations
 OM0594.and is referenced to NAD 83.
 OM0594
 OM0594.The geoid height was determined by GEOID03.
 OM0594
 OM0594;                    North         East     Units Scale Factor Converg.
 OM0594;SPC WI S     -   134,306.889   623,534.678   MT  0.99993817   +0 11 56.4
 OM0594;SPC WI S     -   440,638.52  2,045,713.36   sFT  0.99993817   +0 11 56.4
 OM0594;UTM  16      - 4,787,549.116   279,825.359   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  =   1.00016225
 OM0594
 OM0594                          SUPERSEDED SURVEY CONTROL
 OM0594
 OM0594  NAD 83(1991)-  43 12 31.03524(N)    089 42 37.35156(W) AD(       ) 2
 OM0594  ELLIP H (11/21/91)  217.75   (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)          827.     (f) GPS OBS        
 OM0594
 OM0594.Superseded values are not recommended for survey control.
 OM0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0594.See file dsdata.txt to determine how the superseded data were derived.
 OM0594
 OM0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7982587549(NAD 83)
 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 = OCTOBER  7, 2006
 OM0595 ***********************************************************************
 OM0595  DESIGNATION -  005
 OM0595  PID         -  OM0595
 OM0595  STATE/COUNTY-  WI/DANE
 OM0595  USGS QUAD   -  BLACK EARTH (1982)
 OM0595
 OM0595                         *CURRENT SURVEY CONTROL
 OM0595  ___________________________________________________________________
 OM0595* NAD 83(1997)-  43 13 12.99693(N)    089 39 37.51587(W)     ADJUSTED  
 OM0595* NAVD 88     -       291.5    (meters)     956.     (feet)  VERTCON   
 OM0595  ___________________________________________________________________
 OM0595  X           -      27,591.424 (meters)                     COMP
 OM0595  Y           -  -4,655,334.870 (meters)                     COMP
 OM0595  Z           -   4,345,543.072 (meters)                     COMP
 OM0595  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 OM0595  ELLIP HEIGHT-         257.03  (meters)          (06/17/02) GPS OBS
 OM0595  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 OM0595
 OM0595  HORZ ORDER  -  SECOND
 OM0595  ELLP ORDER  -  FOURTH    CLASS I
 OM0595
 OM0595.The horizontal coordinates were established by GPS observations
 OM0595.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0595
 OM0595.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0595
 OM0595.The ellipsoidal height was determined by GPS observations
 OM0595.and is referenced to NAD 83.
 OM0595
 OM0595.The geoid height was determined by GEOID03.
 OM0595
 OM0595;                    North         East     Units Scale Factor Converg.
 OM0595;SPC WI S     -   135,617.014   627,588.675   MT  0.99993751   +0 13 60.0
 OM0595;SPC WI S     -   444,936.82  2,059,013.84   sFT  0.99993751   +0 13 60.0
 OM0595;UTM  16      - 4,788,713.268   283,924.756   MT  1.00017437   -1 49 21.3
 OM0595
 OM0595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0595!SPC WI S     -   0.99995969  x   0.99993751  =   0.99989721
 OM0595!UTM  16      -   0.99995969  x   1.00017437  =   1.00013406
 OM0595
 OM0595                          SUPERSEDED SURVEY CONTROL
 OM0595
 OM0595  NAD 83(1991)-  43 13 12.99615(N)    089 39 37.51467(W) AD(       ) 2
 OM0595  ELLIP H (11/21/91)  257.19   (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)          957.     (f) GPS OBS        
 OM0595
 OM0595.Superseded values are not recommended for survey control.
 OM0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0595.See file dsdata.txt to determine how the superseded data were derived.
 OM0595
 OM0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8392588713(NAD 83)
 OM0595_MARKER: DD = SURVEY DISK
 OM0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0595_SP_SET: 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 = OCTOBER  7, 2006
 OM0596 ***********************************************************************
 OM0596  DESIGNATION -  006
 OM0596  PID         -  OM0596
 OM0596  STATE/COUNTY-  WI/DANE
 OM0596  USGS QUAD   -  SPRINGFIELD CORNERS (1969)
 OM0596
 OM0596                         *CURRENT SURVEY CONTROL
 OM0596  ___________________________________________________________________
 OM0596* NAD 83(1997)-  43 12 21.97096(N)    089 34 51.03578(W)     ADJUSTED  
 OM0596* NAVD 88     -       313.2    (meters)    1028.     (feet)  VERTCON   
 OM0596  ___________________________________________________________________
 OM0596  X           -      34,065.167 (meters)                     COMP
 OM0596  Y           -  -4,656,385.953 (meters)                     COMP
 OM0596  Z           -   4,344,410.112 (meters)                     COMP
 OM0596  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 OM0596  ELLIP HEIGHT-         278.54  (meters)          (06/17/02) GPS OBS
 OM0596  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 OM0596
 OM0596  HORZ ORDER  -  SECOND
 OM0596  ELLP ORDER  -  FOURTH    CLASS I
 OM0596
 OM0596.The horizontal coordinates were established by GPS observations
 OM0596.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0596
 OM0596.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0596
 OM0596.The ellipsoidal height was determined by GPS observations
 OM0596.and is referenced to NAD 83.
 OM0596
 OM0596.The geoid height was determined by GEOID03.
 OM0596
 OM0596;                    North         East     Units Scale Factor Converg.
 OM0596;SPC WI S     -   134,071.871   634,061.741   MT  0.99993832   +0 17 16.8
 OM0596;SPC WI S     -   439,867.46  2,080,250.90   sFT  0.99993832   +0 17 16.8
 OM0596;UTM  16      - 4,786,936.531   290,339.639   MT  1.00014077   -1 46 03.2
 OM0596
 OM0596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0596!SPC WI S     -   0.99995632  x   0.99993832  =   0.99989464
 OM0596!UTM  16      -   0.99995632  x   1.00014077  =   1.00009709
 OM0596
 OM0596                          SUPERSEDED SURVEY CONTROL
 OM0596
 OM0596  ELLIP H (03/16/99)  278.62   (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)  278.67   (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)         1028.     (f) GPS OBS        
 OM0596
 OM0596.Superseded values are not recommended for survey control.
 OM0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0596.See file dsdata.txt to determine how the superseded data were derived.
 OM0596
 OM0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9034086937(NAD 83)
 OM0596_MARKER: DD = SURVEY DISK
 OM0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0596_SP_SET: 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 = OCTOBER  7, 2006
 OM0597 ***********************************************************************
 OM0597  DESIGNATION -  007
 OM0597  PID         -  OM0597
 OM0597  STATE/COUNTY-  WI/DANE
 OM0597  USGS QUAD   -  SPRINGFIELD CORNERS (1969)
 OM0597
 OM0597                         *CURRENT SURVEY CONTROL
 OM0597  ___________________________________________________________________
 OM0597* NAD 83(1997)-  43 13 16.45689(N)    089 31 43.39391(W)     ADJUSTED  
 OM0597* NAVD 88     -       300.5    (meters)     986.     (feet)  VERTCON   
 OM0597  ___________________________________________________________________
 OM0597  X           -      38,291.583 (meters)                     COMP
 OM0597  Y           -  -4,655,192.462 (meters)                     COMP
 OM0597  Z           -   4,345,626.931 (meters)                     COMP
 OM0597  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 OM0597  ELLIP HEIGHT-         265.86  (meters)          (06/17/02) GPS OBS
 OM0597  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 OM0597
 OM0597  HORZ ORDER  -  SECOND
 OM0597  ELLP ORDER  -  FOURTH    CLASS I
 OM0597
 OM0597.The horizontal coordinates were established by GPS observations
 OM0597.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0597
 OM0597.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0597
 OM0597.The ellipsoidal height was determined by GPS observations
 OM0597.and is referenced to NAD 83.
 OM0597
 OM0597.The geoid height was determined by GEOID03.
 OM0597
 OM0597;                    North         East     Units Scale Factor Converg.
 OM0597;SPC WI S     -   135,775.804   638,287.823   MT  0.99993746   +0 19 25.7
 OM0597;SPC WI S     -   445,457.78  2,094,115.97   sFT  0.99993746   +0 19 25.7
 OM0597;UTM  16      - 4,788,488.060   294,624.949   MT  1.00011889   -1 43 56.3
 OM0597
 OM0597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0597!SPC WI S     -   0.99995831  x   0.99993746  =   0.99989577
 OM0597!UTM  16      -   0.99995831  x   1.00011889  =   1.00007719
 OM0597
 OM0597                          SUPERSEDED SURVEY CONTROL
 OM0597
 OM0597  NAD 83(1991)-  43 13 16.45626(N)    089 31 43.39299(W) AD(       ) 2
 OM0597  ELLIP H (11/21/91)  265.99   (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)          986.     (f) GPS OBS        
 OM0597
 OM0597.Superseded values are not recommended for survey control.
 OM0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0597.See file dsdata.txt to determine how the superseded data were derived.
 OM0597
 OM0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9462588488(NAD 83)
 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 = OCTOBER  7, 2006
 OM0598 ***********************************************************************
 OM0598  DESIGNATION -  009
 OM0598  PID         -  OM0598
 OM0598  STATE/COUNTY-  WI/DANE
 OM0598  USGS QUAD   -  BLACK EARTH (1982)
 OM0598
 OM0598                         *CURRENT SURVEY CONTROL
 OM0598  ___________________________________________________________________
 OM0598* NAD 83(1997)-  43 09 44.76842(N)    089 44 18.56440(W)     ADJUSTED  
 OM0598* NAVD 88     -       245.6    (meters)     806.     (feet)  VERTCON   
 OM0598  ___________________________________________________________________
 OM0598  X           -      21,268.141 (meters)                     COMP
 OM0598  Y           -  -4,659,733.076 (meters)                     COMP
 OM0598  Z           -   4,340,826.608 (meters)                     COMP
 OM0598  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 OM0598  ELLIP HEIGHT-         211.29  (meters)          (06/17/02) GPS OBS
 OM0598  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 OM0598
 OM0598  HORZ ORDER  -  SECOND
 OM0598  ELLP ORDER  -  FOURTH    CLASS I
 OM0598
 OM0598.The horizontal coordinates were established by GPS observations
 OM0598.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0598
 OM0598.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0598
 OM0598.The ellipsoidal height was determined by GPS observations
 OM0598.and is referenced to NAD 83.
 OM0598
 OM0598.The geoid height was determined by GEOID03.
 OM0598
 OM0598;                    North         East     Units Scale Factor Converg.
 OM0598;SPC WI S     -   129,168.617   621,266.226   MT  0.99994119   +0 10 46.9
 OM0598;SPC WI S     -   423,780.70  2,038,270.94   sFT  0.99994119   +0 10 46.9
 OM0598;UTM  16      - 4,782,494.144   277,373.504   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                          SUPERSEDED SURVEY CONTROL
 OM0598
 OM0598  NAD 83(1991)-  43 09 44.76789(N)    089 44 18.56305(W) AD(       ) 2
 OM0598  ELLIP H (11/21/91)  211.42   (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)          806.     (f) GPS OBS        
 OM0598
 OM0598.Superseded values are not recommended for survey control.
 OM0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0598.See file dsdata.txt to determine how the superseded data were derived.
 OM0598
 OM0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7737482494(NAD 83)
 OM0598_MARKER: DD = SURVEY DISK
 OM0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0598_SP_SET: 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 = OCTOBER  7, 2006
 OM0599 ***********************************************************************
 OM0599  DESIGNATION -  010
 OM0599  PID         -  OM0599
 OM0599  STATE/COUNTY-  WI/DANE
 OM0599  USGS QUAD   -  BLACK EARTH (1982)
 OM0599
 OM0599                         *CURRENT SURVEY CONTROL
 OM0599  ___________________________________________________________________
 OM0599* NAD 83(1997)-  43 09 43.79968(N)    089 38 24.78749(W)     ADJUSTED  
 OM0599* NAVD 88     -       352.2    (meters)    1156.     (feet)  VERTCON   
 OM0599  ___________________________________________________________________
 OM0599  X           -      29,260.905 (meters)                     COMP
 OM0599  Y           -  -4,659,787.906 (meters)                     COMP
 OM0599  Z           -   4,340,877.681 (meters)                     COMP
 OM0599  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 OM0599  ELLIP HEIGHT-         317.83  (meters)          (06/17/02) GPS OBS
 OM0599  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 OM0599
 OM0599  HORZ ORDER  -  SECOND
 OM0599  ELLP ORDER  -  FOURTH    CLASS I
 OM0599
 OM0599.The horizontal coordinates were established by GPS observations
 OM0599.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0599
 OM0599.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0599
 OM0599.The ellipsoidal height was determined by GPS observations
 OM0599.and is referenced to NAD 83.
 OM0599
 OM0599.The geoid height was determined by GEOID03.
 OM0599
 OM0599;                    North         East     Units Scale Factor Converg.
 OM0599;SPC WI S     -   129,168.495   629,257.831   MT  0.99994121   +0 14 49.9
 OM0599;SPC WI S     -   423,780.30  2,064,490.07   sFT  0.99994121   +0 14 49.9
 OM0599;UTM  16      - 4,782,207.539   285,361.942   MT  1.00016676   -1 48 24.4
 OM0599
 OM0599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0599!SPC WI S     -   0.99995016  x   0.99994121  =   0.99989137
 OM0599!UTM  16      -   0.99995016  x   1.00016676  =   1.00011691
 OM0599
 OM0599                          SUPERSEDED SURVEY CONTROL
 OM0599
 OM0599  NAD 83(1991)-  43 09 43.79914(N)    089 38 24.78614(W) AD(       ) 2
 OM0599  ELLIP H (11/21/91)  317.95   (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)  352.2    (m)         1156.     (f) GPS OBS        
 OM0599
 OM0599.Superseded values are not recommended for survey control.
 OM0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0599.See file dsdata.txt to determine how the superseded data were derived.
 OM0599
 OM0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8536282208(NAD 83)
 OM0599_MARKER: DD = SURVEY DISK
 OM0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0599_SP_SET: 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 = OCTOBER  7, 2006
 OM0600 ***********************************************************************
 OM0600  DESIGNATION -  012
 OM0600  PID         -  OM0600
 OM0600  STATE/COUNTY-  WI/DANE
 OM0600  USGS QUAD   -  SPRINGFIELD CORNERS (1969)
 OM0600
 OM0600                         *CURRENT SURVEY CONTROL
 OM0600  ___________________________________________________________________
 OM0600* NAD 83(1997)-  43 09 44.86801(N)    089 31 18.65805(W)     ADJUSTED  
 OM0600* NAVD 88     -       312.4    (meters)    1025.     (feet)  VERTCON   
 OM0600  ___________________________________________________________________
 OM0600  X           -      38,887.218 (meters)                     COMP
 OM0600  Y           -  -4,659,665.818 (meters)                     COMP
 OM0600  Z           -   4,340,874.402 (meters)                     COMP
 OM0600  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 OM0600  ELLIP HEIGHT-         277.88  (meters)          (06/17/02) GPS OBS
 OM0600  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 OM0600
 OM0600  HORZ ORDER  -  SECOND
 OM0600  ELLP ORDER  -  FOURTH    CLASS I
 OM0600
 OM0600.The horizontal coordinates were established by GPS observations
 OM0600.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0600
 OM0600.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0600
 OM0600.The ellipsoidal height was determined by GPS observations
 OM0600.and is referenced to NAD 83.
 OM0600
 OM0600.The geoid height was determined by GEOID03.
 OM0600
 OM0600;                    North         East     Units Scale Factor Converg.
 OM0600;SPC WI S     -   129,249.825   638,883.478   MT  0.99994119   +0 19 42.7
 OM0600;SPC WI S     -   424,047.13  2,096,070.21   sFT  0.99994119   +0 19 42.7
 OM0600;UTM  16      - 4,781,943.748   294,986.249   MT  1.00011707   -1 43 32.6
 OM0600
 OM0600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0600!SPC WI S     -   0.99995642  x   0.99994119  =   0.99989762
 OM0600!UTM  16      -   0.99995642  x   1.00011707  =   1.00007349
 OM0600
 OM0600                          SUPERSEDED SURVEY CONTROL
 OM0600
 OM0600  NAD 83(1991)-  43 09 44.86748(N)    089 31 18.65666(W) AD(       ) 2
 OM0600  ELLIP H (11/21/91)  277.99   (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)         1025.     (f) GPS OBS        
 OM0600
 OM0600.Superseded values are not recommended for survey control.
 OM0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0600.See file dsdata.txt to determine how the superseded data were derived.
 OM0600
 OM0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9498681944(NAD 83)
 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 = OCTOBER  7, 2006
 OM0601 ***********************************************************************
 OM0601  DESIGNATION -  013
 OM0601  PID         -  OM0601
 OM0601  STATE/COUNTY-  WI/DANE
 OM0601  USGS QUAD   -  WAUNAKEE (1983)
 OM0601
 OM0601                         *CURRENT SURVEY CONTROL
 OM0601  ___________________________________________________________________
 OM0601* NAD 83(1997)-  43 09 47.11920(N)    089 28 44.01107(W)     ADJUSTED  
 OM0601* NAVD 88     -       289.5    (meters)     950.     (feet)  VERTCON   
 OM0601  ___________________________________________________________________
 OM0601  X           -      42,380.206 (meters)                     COMP
 OM0601  Y           -  -4,659,571.126 (meters)                     COMP
 OM0601  Z           -   4,340,909.412 (meters)                     COMP
 OM0601  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 OM0601  ELLIP HEIGHT-         254.98  (meters)          (06/17/02) GPS OBS
 OM0601  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 OM0601
 OM0601  HORZ ORDER  -  SECOND
 OM0601  ELLP ORDER  -  FOURTH    CLASS I
 OM0601
 OM0601.The horizontal coordinates were established by GPS observations
 OM0601.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0601
 OM0601.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0601
 OM0601.The ellipsoidal height was determined by GPS observations
 OM0601.and is referenced to NAD 83.
 OM0601
 OM0601.The geoid height was determined by GEOID03.
 OM0601
 OM0601;                    North         East     Units Scale Factor Converg.
 OM0601;SPC WI S     -   129,340.222   642,376.328   MT  0.99994114   +0 21 29.0
 OM0601;SPC WI S     -   424,343.71  2,107,529.67   sFT  0.99994114   +0 21 29.0
 OM0601;UTM  16      - 4,781,908.873   298,480.679   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  =   0.99990116
 OM0601!UTM  16      -   0.99996002  x   1.00009959  =   1.00005960
 OM0601
 OM0601                          SUPERSEDED SURVEY CONTROL
 OM0601
 OM0601  NAD 83(1991)-  43 09 47.11868(N)    089 28 44.00965(W) AD(       ) 2
 OM0601  ELLIP H (11/21/91)  255.08   (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)          950.     (f) GPS OBS        
 OM0601
 OM0601.Superseded values are not recommended for survey control.
 OM0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0601.See file dsdata.txt to determine how the superseded data were derived.
 OM0601
 OM0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9848181909(NAD 83)
 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 = OCTOBER  7, 2006
 OM0602 ***********************************************************************
 OM0602  DESIGNATION -  014
 OM0602  PID         -  OM0602
 OM0602  STATE/COUNTY-  WI/DANE
 OM0602  USGS QUAD   -  WAUNAKEE (1983)
 OM0602
 OM0602                         *CURRENT SURVEY CONTROL
 OM0602  ___________________________________________________________________
 OM0602* NAD 83(1997)-  43 11 41.48230(N)    089 28 53.62491(W)     ADJUSTED  
 OM0602* NAVD 88     -       286.4    (meters)     940.     (feet)  VERTCON   
 OM0602  ___________________________________________________________________
 OM0602  X           -      42,141.154 (meters)                     COMP
 OM0602  Y           -  -4,657,155.873 (meters)                     COMP
 OM0602  Z           -   4,343,481.022 (meters)                     COMP
 OM0602  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 OM0602  ELLIP HEIGHT-         251.92  (meters)          (06/17/02) GPS OBS
 OM0602  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 OM0602
 OM0602  HORZ ORDER  -  SECOND
 OM0602  ELLP ORDER  -  FOURTH    CLASS I
 OM0602
 OM0602.The horizontal coordinates were established by GPS observations
 OM0602.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0602
 OM0602.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0602
 OM0602.The ellipsoidal height was determined by GPS observations
 OM0602.and is referenced to NAD 83.
 OM0602
 OM0602.The geoid height was determined by GEOID03.
 OM0602
 OM0602;                    North         East     Units Scale Factor Converg.
 OM0602;SPC WI S     -   132,867.841   642,137.225   MT  0.99993900   +0 21 22.4
 OM0602;SPC WI S     -   435,917.24  2,106,745.21   sFT  0.99993900   +0 21 22.4
 OM0602;UTM  16      - 4,785,443.362   298,368.200   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  =   0.99989950
 OM0602!UTM  16      -   0.99996050  x   1.00010015  =   1.00006064
 OM0602
 OM0602                          SUPERSEDED SURVEY CONTROL
 OM0602
 OM0602  NAD 83(1991)-  43 11 41.48170(N)    089 28 53.62414(W) AD(       ) 2
 OM0602  ELLIP H (11/21/91)  252.01   (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)          940.     (f) GPS OBS        
 OM0602
 OM0602.Superseded values are not recommended for survey control.
 OM0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0602.See file dsdata.txt to determine how the superseded data were derived.
 OM0602
 OM0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9836885443(NAD 83)
 OM0602_MARKER: DD = SURVEY DISK
 OM0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0602_SP_SET: 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 = OCTOBER  7, 2006
 OM0603 ***********************************************************************
 OM0603  DESIGNATION -  015
 OM0603  PID         -  OM0603
 OM0603  STATE/COUNTY-  WI/DANE
 OM0603  USGS QUAD   -  BLUE MOUNDS (1981)
 OM0603
 OM0603                         *CURRENT SURVEY CONTROL
 OM0603  ___________________________________________________________________
 OM0603* NAD 83(1997)-  43 07 24.65967(N)    089 50 12.15874(W)     ADJUSTED  
 OM0603* NAVD 88     -       237.0    (meters)     778.     (feet)  VERTCON   
 OM0603  ___________________________________________________________________
 OM0603  X           -      13,288.465 (meters)                     COMP
 OM0603  Y           -  -4,662,713.278 (meters)                     COMP
 OM0603  Z           -   4,337,665.921 (meters)                     COMP
 OM0603  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 OM0603  ELLIP HEIGHT-         202.85  (meters)          (06/17/02) GPS OBS
 OM0603  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 OM0603
 OM0603  HORZ ORDER  -  SECOND
 OM0603  ELLP ORDER  -  FOURTH    CLASS I
 OM0603
 OM0603.The horizontal coordinates were established by GPS observations
 OM0603.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0603
 OM0603.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0603
 OM0603.The ellipsoidal height was determined by GPS observations
 OM0603.and is referenced to NAD 83.
 OM0603
 OM0603.The geoid height was determined by GEOID03.
 OM0603
 OM0603;                    North         East     Units Scale Factor Converg.
 OM0603;SPC WI S     -   124,824.791   613,287.312   MT  0.99994423   +0 06 43.9
 OM0603;SPC WI S     -   409,529.34  2,012,093.46   sFT  0.99994423   +0 06 43.9
 OM0603;UTM  16      - 4,778,437.763   269,241.746   MT  1.00025511   -1 56 23.8
 OM0603
 OM0603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0603!SPC WI S     -   0.99996819  x   0.99994423  =   0.99991242
 OM0603!UTM  16      -   0.99996819  x   1.00025511  =   1.00022329
 OM0603
 OM0603                          SUPERSEDED SURVEY CONTROL
 OM0603
 OM0603  NAD 83(1991)-  43 07 24.65912(N)    089 50 12.15731(W) AD(       ) 2
 OM0603  ELLIP H (11/21/91)  202.98   (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)          778.     (f) GPS OBS        
 OM0603
 OM0603.Superseded values are not recommended for survey control.
 OM0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0603.See file dsdata.txt to determine how the superseded data were derived.
 OM0603
 OM0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN6924278438(NAD 83)
 OM0603_MARKER: DD = SURVEY DISK
 OM0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0603_SP_SET: 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 = OCTOBER  7, 2006
 OM0604 ***********************************************************************
 OM0604  DESIGNATION -  016
 OM0604  PID         -  OM0604
 OM0604  STATE/COUNTY-  WI/DANE
 OM0604  USGS QUAD   -  BLUE MOUNDS (1981)
 OM0604
 OM0604                         *CURRENT SURVEY CONTROL
 OM0604  ___________________________________________________________________
 OM0604* NAD 83(1997)-  43 07 08.15313(N)    089 45 33.44100(W)     ADJUSTED  
 OM0604* NAVD 88     -       249.7    (meters)     819.     (feet)  VERTCON   
 OM0604  ___________________________________________________________________
 OM0604  X           -      19,590.499 (meters)                     COMP
 OM0604  Y           -  -4,663,048.518 (meters)                     COMP
 OM0604  Z           -   4,337,302.769 (meters)                     COMP
 OM0604  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 OM0604  ELLIP HEIGHT-         215.53  (meters)          (06/17/02) GPS OBS
 OM0604  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 OM0604
 OM0604  HORZ ORDER  -  SECOND
 OM0604  ELLP ORDER  -  FOURTH    CLASS I
 OM0604
 OM0604.The horizontal coordinates were established by GPS observations
 OM0604.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0604
 OM0604.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0604
 OM0604.The ellipsoidal height was determined by GPS observations
 OM0604.and is referenced to NAD 83.
 OM0604
 OM0604.The geoid height was determined by GEOID03.
 OM0604
 OM0604;                    North         East     Units Scale Factor Converg.
 OM0604;SPC WI S     -   124,330.695   619,588.783   MT  0.99994462   +0 09 55.4
 OM0604;SPC WI S     -   407,908.29  2,032,767.53   sFT  0.99994462   +0 09 55.4
 OM0604;UTM  16      - 4,777,718.121   275,523.323   MT  1.00021992   -1 53 12.5
 OM0604
 OM0604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0604!SPC WI S     -   0.99996620  x   0.99994462  =   0.99991082
 OM0604!UTM  16      -   0.99996620  x   1.00021992  =   1.00018611
 OM0604
 OM0604                          SUPERSEDED SURVEY CONTROL
 OM0604
 OM0604  NAD 83(1991)-  43 07 08.15259(N)    089 45 33.43963(W) AD(       ) 2
 OM0604  ELLIP H (11/21/91)  215.65   (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)          820.     (f) GPS OBS        
 OM0604
 OM0604.Superseded values are not recommended for survey control.
 OM0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0604.See file dsdata.txt to determine how the superseded data were derived.
 OM0604
 OM0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7552377718(NAD 83)
 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 = OCTOBER  7, 2006
 OM0605 ***********************************************************************
 OM0605  DESIGNATION -  017
 OM0605  PID         -  OM0605
 OM0605  STATE/COUNTY-  WI/DANE
 OM0605  USGS QUAD   -  CROSS PLAINS (1982)
 OM0605
 OM0605                         *CURRENT SURVEY CONTROL
 OM0605  ___________________________________________________________________
 OM0605* NAD 83(1997)-  43 07 05.90977(N)    089 41 59.92996(W)     ADJUSTED  
 OM0605* NAVD 88     -       256.9    (meters)     843.     (feet)  VERTCON   
 OM0605  ___________________________________________________________________
 OM0605  X           -      24,417.627 (meters)                     COMP
 OM0605  Y           -  -4,663,078.287 (meters)                     COMP
 OM0605  Z           -   4,337,257.128 (meters)                     COMP
 OM0605  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 OM0605  ELLIP HEIGHT-         222.69  (meters)          (06/17/02) GPS OBS
 OM0605  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 OM0605
 OM0605  HORZ ORDER  -  SECOND
 OM0605  ELLP ORDER  -  FOURTH    CLASS I
 OM0605
 OM0605.The horizontal coordinates were established by GPS observations
 OM0605.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0605
 OM0605.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0605
 OM0605.The ellipsoidal height was determined by GPS observations
 OM0605.and is referenced to NAD 83.
 OM0605
 OM0605.The geoid height was determined by GEOID03.
 OM0605
 OM0605;                    North         East     Units Scale Factor Converg.
 OM0605;SPC WI S     -   124,277.119   624,415.484   MT  0.99994468   +0 12 22.1
 OM0605;SPC WI S     -   407,732.51  2,048,603.13   sFT  0.99994468   +0 12 22.1
 OM0605;UTM  16      - 4,777,491.670   280,346.273   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  =   0.99990976
 OM0605!UTM  16      -   0.99996508  x   1.00019357  =   1.00015864
 OM0605
 OM0605                          SUPERSEDED SURVEY CONTROL
 OM0605
 OM0605  NAD 83(1991)-  43 07 05.90925(N)    089 41 59.92859(W) AD(       ) 2
 OM0605  ELLIP H (11/21/91)  222.80   (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)          843.     (f) GPS OBS        
 OM0605
 OM0605.Superseded values are not recommended for survey control.
 OM0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0605.See file dsdata.txt to determine how the superseded data were derived.
 OM0605
 OM0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8034677492(NAD 83)
 OM0605_MARKER: DD = SURVEY DISK
 OM0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0605_SP_SET: 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 = OCTOBER  7, 2006
 OM0606 ***********************************************************************
 OM0606  DESIGNATION -  020
 OM0606  PID         -  OM0606
 OM0606  STATE/COUNTY-  WI/DANE
 OM0606  USGS QUAD   -  SPRINGFIELD CORNERS (1969)
 OM0606
 OM0606                         *CURRENT SURVEY CONTROL
 OM0606  ___________________________________________________________________
 OM0606* NAD 83(1997)-  43 07 58.01651(N)    089 32 28.65340(W)     ADJUSTED  
 OM0606* NAVD 88     -       297.6    (meters)     976.     (feet)  VERTCON   
 OM0606  ___________________________________________________________________
 OM0606  X           -      37,323.940 (meters)                     COMP
 OM0606  Y           -  -4,661,923.097 (meters)                     COMP
 OM0606  Z           -   4,338,458.471 (meters)                     COMP
 OM0606  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 OM0606  ELLIP HEIGHT-         263.19  (meters)          (06/17/02) GPS OBS
 OM0606  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 OM0606
 OM0606  HORZ ORDER  -  SECOND
 OM0606  ELLP ORDER  -  FOURTH    CLASS I
 OM0606
 OM0606.The horizontal coordinates were established by GPS observations
 OM0606.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0606
 OM0606.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0606
 OM0606.The ellipsoidal height was determined by GPS observations
 OM0606.and is referenced to NAD 83.
 OM0606
 OM0606.The geoid height was determined by GEOID03.
 OM0606
 OM0606;                    North         East     Units Scale Factor Converg.
 OM0606;SPC WI S     -   125,943.757   637,320.503   MT  0.99994347   +0 18 54.6
 OM0606;SPC WI S     -   413,200.48  2,090,942.35   sFT  0.99994347   +0 18 54.6
 OM0606;UTM  16      - 4,778,695.235   293,305.497   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  =   1.00008431
 OM0606
 OM0606                          SUPERSEDED SURVEY CONTROL
 OM0606
 OM0606  NAD 83(1991)-  43 07 58.01598(N)    089 32 28.65201(W) AD(       ) 2
 OM0606  ELLIP H (11/21/91)  263.30   (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)          976.     (f) GPS OBS        
 OM0606
 OM0606.Superseded values are not recommended for survey control.
 OM0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0606.See file dsdata.txt to determine how the superseded data were derived.
 OM0606
 OM0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9330578695(NAD 83)
 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 = OCTOBER  7, 2006
 OM0607 ***********************************************************************
 OM0607  DESIGNATION -  021
 OM0607  PID         -  OM0607
 OM0607  STATE/COUNTY-  WI/DANE
 OM0607  USGS QUAD   -  SPRINGFIELD CORNERS (1969)
 OM0607
 OM0607                         *CURRENT SURVEY CONTROL
 OM0607  ___________________________________________________________________
 OM0607* NAD 83(1997)-  43 08 00.59695(N)    089 30 05.71215(W)     ADJUSTED  
 OM0607* NAVD 88     -       292.1    (meters)     958.     (feet)  VERTCON   
 OM0607  ___________________________________________________________________
 OM0607  X           -      40,554.129 (meters)                     COMP
 OM0607  Y           -  -4,661,837.567 (meters)                     COMP
 OM0607  Z           -   4,338,512.744 (meters)                     COMP
 OM0607  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 OM0607  ELLIP HEIGHT-         257.57  (meters)          (06/17/02) GPS OBS
 OM0607  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 OM0607
 OM0607  HORZ ORDER  -  SECOND
 OM0607  ELLP ORDER  -  FOURTH    CLASS I
 OM0607
 OM0607.The horizontal coordinates were established by GPS observations
 OM0607.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0607
 OM0607.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0607
 OM0607.The ellipsoidal height was determined by GPS observations
 OM0607.and is referenced to NAD 83.
 OM0607
 OM0607.The geoid height was determined by GEOID03.
 OM0607
 OM0607;                    North         East     Units Scale Factor Converg.
 OM0607;SPC WI S     -   126,041.923   640,550.469   MT  0.99994341   +0 20 32.9
 OM0607;SPC WI S     -   413,522.54  2,101,539.33   sFT  0.99994341   +0 20 32.9
 OM0607;UTM  16      - 4,778,677.606   296,537.468   MT  1.00010928   -1 42 39.3
 OM0607
 OM0607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0607!SPC WI S     -   0.99995961  x   0.99994341  =   0.99990302
 OM0607!UTM  16      -   0.99995961  x   1.00010928  =   1.00006888
 OM0607
 OM0607                          SUPERSEDED SURVEY CONTROL
 OM0607
 OM0607  NAD 83(1991)-  43 08 00.59641(N)    089 30 05.71076(W) AD(       ) 2
 OM0607  ELLIP H (11/21/91)  257.68   (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)          958.     (f) GPS OBS        
 OM0607
 OM0607.Superseded values are not recommended for survey control.
 OM0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0607.See file dsdata.txt to determine how the superseded data were derived.
 OM0607
 OM0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9653778678(NAD 83)
 OM0607_MARKER: DD = SURVEY DISK
 OM0607_SETTING: 80 = SET IN A BOULDER
 OM0607_SP_SET: SET IN DRILL HOLE 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 = OCTOBER  7, 2006
 OM0608 ***********************************************************************
 OM0608  DESIGNATION -  022
 OM0608  PID         -  OM0608
 OM0608  STATE/COUNTY-  WI/DANE
 OM0608  USGS QUAD   -  BLUE MOUNDS (1981)
 OM0608
 OM0608                         *CURRENT SURVEY CONTROL
 OM0608  ___________________________________________________________________
 OM0608* NAD 83(1997)-  43 05 22.12685(N)    089 50 17.02132(W)     ADJUSTED  
 OM0608* NAVD 88     -       289.1    (meters)     948.     (feet)  VERTCON   
 OM0608  ___________________________________________________________________
 OM0608  X           -      13,185.955 (meters)                     COMP
 OM0608  Y           -  -4,665,335.796 (meters)                     COMP
 OM0608  Z           -   4,334,940.827 (meters)                     COMP
 OM0608  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 OM0608  ELLIP HEIGHT-         255.08  (meters)          (06/17/02) GPS OBS
 OM0608  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 OM0608
 OM0608  HORZ ORDER  -  SECOND
 OM0608  ELLP ORDER  -  FOURTH    CLASS I
 OM0608
 OM0608.The horizontal coordinates were established by GPS observations
 OM0608.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0608
 OM0608.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0608
 OM0608.The ellipsoidal height was determined by GPS observations
 OM0608.and is referenced to NAD 83.
 OM0608
 OM0608.The geoid height was determined by GEOID03.
 OM0608
 OM0608;                    North         East     Units Scale Factor Converg.
 OM0608;SPC WI S     -   121,043.467   613,184.743   MT  0.99994727   +0 06 40.6
 OM0608;SPC WI S     -   397,123.44  2,011,756.94   sFT  0.99994727   +0 06 40.6
 OM0608;UTM  16      - 4,774,661.364   269,003.804   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  =   0.99990727
 OM0608!UTM  16      -   0.99996000  x   1.00025646  =   1.00021645
 OM0608
 OM0608                          SUPERSEDED SURVEY CONTROL
 OM0608
 OM0608  NAD 83(1991)-  43 05 22.12636(N)    089 50 17.01987(W) AD(       ) 2
 OM0608  ELLIP H (11/21/91)  255.20   (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)          949.     (f) GPS OBS        
 OM0608
 OM0608.Superseded values are not recommended for survey control.
 OM0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0608.See file dsdata.txt to determine how the superseded data were derived.
 OM0608
 OM0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN6900474661(NAD 83)
 OM0608_MARKER: I = METAL ROD
 OM0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0608_SP_SET: 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 = OCTOBER  7, 2006
 OM0609 ***********************************************************************
 OM0609  DESIGNATION -  023
 OM0609  PID         -  OM0609
 OM0609  STATE/COUNTY-  WI/DANE
 OM0609  USGS QUAD   -  BLUE MOUNDS (1981)
 OM0609
 OM0609                         *CURRENT SURVEY CONTROL
 OM0609  ___________________________________________________________________
 OM0609* NAD 83(1997)-  43 04 31.26237(N)    089 46 11.08638(W)     ADJUSTED  
 OM0609* NAVD 88     -       334.6    (meters)    1098.     (feet)  VERTCON   
 OM0609  ___________________________________________________________________
 OM0609  X           -      18,752.989 (meters)                     COMP
 OM0609  Y           -  -4,666,422.195 (meters)                     COMP
 OM0609  Z           -   4,333,825.438 (meters)                     COMP
 OM0609  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 OM0609  ELLIP HEIGHT-         300.60  (meters)          (06/17/02) GPS OBS
 OM0609  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 OM0609
 OM0609  HORZ ORDER  -  SECOND
 OM0609  ELLP ORDER  -  FOURTH    CLASS I
 OM0609
 OM0609.The horizontal coordinates were established by GPS observations
 OM0609.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0609
 OM0609.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0609
 OM0609.The ellipsoidal height was determined by GPS observations
 OM0609.and is referenced to NAD 83.
 OM0609
 OM0609.The geoid height was determined by GEOID03.
 OM0609
 OM0609;                    North         East     Units Scale Factor Converg.
 OM0609;SPC WI S     -   119,486.980   618,751.171   MT  0.99994864   +0 09 29.5
 OM0609;SPC WI S     -   392,016.87  2,030,019.47   sFT  0.99994864   +0 09 29.5
 OM0609;UTM  16      - 4,772,906.165   274,512.581   MT  1.00022552   -1 53 32.7
 OM0609
 OM0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0609!SPC WI S     -   0.99995286  x   0.99994864  =   0.99990150
 OM0609!UTM  16      -   0.99995286  x   1.00022552  =   1.00017837
 OM0609
 OM0609                          SUPERSEDED SURVEY CONTROL
 OM0609
 OM0609  NAD 83(1991)-  43 04 31.26186(N)    089 46 11.08501(W) AD(       ) 2
 OM0609  ELLIP H (11/21/91)  300.72   (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)         1098.     (f) GPS OBS        
 OM0609
 OM0609.Superseded values are not recommended for survey control.
 OM0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0609.See file dsdata.txt to determine how the superseded data were derived.
 OM0609
 OM0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7451372906(NAD 83)
 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 = OCTOBER  7, 2006
 OM0610 ***********************************************************************
 OM0610  DESIGNATION -  024
 OM0610  PID         -  OM0610
 OM0610  STATE/COUNTY-  WI/DANE
 OM0610  USGS QUAD   -  CROSS PLAINS (1982)
 OM0610
 OM0610                         *CURRENT SURVEY CONTROL
 OM0610  ___________________________________________________________________
 OM0610* NAD 83(1997)-  43 05 24.44477(N)    089 43 10.05658(W)     ADJUSTED  
 OM0610* NAVD 88     -       272.2    (meters)     893.     (feet)  VERTCON   
 OM0610  ___________________________________________________________________
 OM0610  X           -      22,842.788 (meters)                     COMP
 OM0610  Y           -  -4,665,237.204 (meters)                     COMP
 OM0610  Z           -   4,334,981.433 (meters)                     COMP
 OM0610  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 OM0610  ELLIP HEIGHT-         238.05  (meters)          (06/17/02) GPS OBS
 OM0610  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 OM0610
 OM0610  HORZ ORDER  -  SECOND
 OM0610  ELLP ORDER  -  FOURTH    CLASS I
 OM0610
 OM0610.The horizontal coordinates were established by GPS observations
 OM0610.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0610
 OM0610.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0610
 OM0610.The ellipsoidal height was determined by GPS observations
 OM0610.and is referenced to NAD 83.
 OM0610
 OM0610.The geoid height was determined by GEOID03.
 OM0610
 OM0610;                    North         East     Units Scale Factor Converg.
 OM0610;SPC WI S     -   121,140.612   622,840.779   MT  0.99994721   +0 11 33.9
 OM0610;SPC WI S     -   397,442.16  2,043,436.79   sFT  0.99994721   +0 11 33.9
 OM0610;UTM  16      - 4,774,412.778   278,659.854   MT  1.00020272   -1 51 30.8
 OM0610
 OM0610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0610!SPC WI S     -   0.99996267  x   0.99994721  =   0.99990988
 OM0610!UTM  16      -   0.99996267  x   1.00020272  =   1.00016538
 OM0610
 OM0610                          SUPERSEDED SURVEY CONTROL
 OM0610
 OM0610  NAD 83(1991)-  43 05 24.44426(N)    089 43 10.05519(W) AD(       ) 2
 OM0610  ELLIP H (11/21/91)  238.17   (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)          893.     (f) GPS OBS        
 OM0610
 OM0610.Superseded values are not recommended for survey control.
 OM0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0610.See file dsdata.txt to determine how the superseded data were derived.
 OM0610
 OM0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7866074413(NAD 83)
 OM0610_MARKER: DD = SURVEY DISK
 OM0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0610_SP_SET: 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 = OCTOBER  7, 2006
 OM0611 ***********************************************************************
 OM0611  DESIGNATION -  026
 OM0611  PID         -  OM0611
 OM0611  STATE/COUNTY-  WI/DANE
 OM0611  USGS QUAD   -  MIDDLETON (1983)
 OM0611
 OM0611                         *CURRENT SURVEY CONTROL
 OM0611  ___________________________________________________________________
 OM0611* NAD 83(1997)-  43 04 36.28308(N)    089 36 03.44454(W)     ADJUSTED  
 OM0611* NAVD 88     -       366.4    (meters)    1202.     (feet)  VERTCON   
 OM0611  ___________________________________________________________________
 OM0611  X           -      32,499.268 (meters)                     COMP
 OM0611  Y           -  -4,666,263.919 (meters)                     COMP
 OM0611  Z           -   4,333,960.158 (meters)                     COMP
 OM0611  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 OM0611  ELLIP HEIGHT-         332.14  (meters)          (06/17/02) GPS OBS
 OM0611  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 OM0611
 OM0611  HORZ ORDER  -  SECOND
 OM0611  ELLP ORDER  -  FOURTH    CLASS I
 OM0611
 OM0611.The horizontal coordinates were established by GPS observations
 OM0611.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0611
 OM0611.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0611
 OM0611.The ellipsoidal height was determined by GPS observations
 OM0611.and is referenced to NAD 83.
 OM0611
 OM0611.The geoid height was determined by GEOID03.
 OM0611
 OM0611;                    North         East     Units Scale Factor Converg.
 OM0611;SPC WI S     -   119,693.774   632,496.044   MT  0.99994850   +0 16 27.1
 OM0611;SPC WI S     -   392,695.32  2,075,114.10   sFT  0.99994850   +0 16 27.1
 OM0611;UTM  16      - 4,772,620.858   288,259.343   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                          SUPERSEDED SURVEY CONTROL
 OM0611
 OM0611  NAD 83(1991)-  43 04 36.28260(N)    089 36 03.44323(W) AD(       ) 2
 OM0611  ELLIP H (11/21/91)  332.24   (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)         1202.     (f) GPS OBS        
 OM0611
 OM0611.Superseded values are not recommended for survey control.
 OM0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0611.See file dsdata.txt to determine how the superseded data were derived.
 OM0611
 OM0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8825972621(NAD 83)
 OM0611_MARKER: DD = SURVEY DISK
 OM0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0611_SP_SET: 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 = OCTOBER  7, 2006
 OM0612 ***********************************************************************
 OM0612  DESIGNATION -  027
 OM0612  PID         -  OM0612
 OM0612  STATE/COUNTY-  WI/DANE
 OM0612  USGS QUAD   -  MIDDLETON (1983)
 OM0612
 OM0612                         *CURRENT SURVEY CONTROL
 OM0612  ___________________________________________________________________
 OM0612* NAD 83(1997)-  43 05 21.70992(N)    089 32 28.99936(W)     ADJUSTED  
 OM0612* NAVD 88     -       334.5    (meters)    1097.     (feet)  VERTCON   
 OM0612  ___________________________________________________________________
 OM0612  X           -      37,342.724 (meters)                     COMP
 OM0612  Y           -  -4,665,246.676 (meters)                     COMP
 OM0612  Z           -   4,334,962.213 (meters)                     COMP
 OM0612  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 OM0612  ELLIP HEIGHT-         300.14  (meters)          (06/17/02) GPS OBS
 OM0612  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 OM0612
 OM0612  HORZ ORDER  -  SECOND
 OM0612  ELLP ORDER  -  FOURTH    CLASS I
 OM0612
 OM0612.The horizontal coordinates were established by GPS observations
 OM0612.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0612
 OM0612.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0612
 OM0612.The ellipsoidal height was determined by GPS observations
 OM0612.and is referenced to NAD 83.
 OM0612
 OM0612.The geoid height was determined by GEOID03.
 OM0612
 OM0612;                    North         East     Units Scale Factor Converg.
 OM0612;SPC WI S     -   121,120.477   637,339.212   MT  0.99994728   +0 18 54.4
 OM0612;SPC WI S     -   397,376.10  2,091,003.73   sFT  0.99994728   +0 18 54.4
 OM0612;UTM  16      - 4,773,873.508   293,151.415   MT  1.00012638   -1 44 12.2
 OM0612
 OM0612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0612!SPC WI S     -   0.99995293  x   0.99994728  =   0.99990022
 OM0612!UTM  16      -   0.99995293  x   1.00012638  =   1.00007931
 OM0612
 OM0612                          SUPERSEDED SURVEY CONTROL
 OM0612
 OM0612  NAD 83(1991)-  43 05 21.70943(N)    089 32 28.99808(W) AD(       ) 2
 OM0612  ELLIP H (11/21/91)  300.24   (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)         1097.     (f) GPS OBS        
 OM0612
 OM0612.Superseded values are not recommended for survey control.
 OM0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0612.See file dsdata.txt to determine how the superseded data were derived.
 OM0612
 OM0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9315173874(NAD 83)
 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 = OCTOBER  7, 2006
 OM0613 ***********************************************************************
 OM0613  DESIGNATION -  028
 OM0613  PID         -  OM0613
 OM0613  STATE/COUNTY-  WI/DANE
 OM0613  USGS QUAD   -  BLUE MOUNDS (1981)
 OM0613
 OM0613                         *CURRENT SURVEY CONTROL
 OM0613  ___________________________________________________________________
 OM0613* NAD 83(1997)-  43 01 02.03173(N)    089 50 18.20527(W)     ADJUSTED  
 OM0613* NAVD 88     -       380.2    (meters)    1247.     (feet)  VERTCON   
 OM0613  ___________________________________________________________________
 OM0613  X           -      13,174.821 (meters)                     COMP
 OM0613  Y           -  -4,670,882.240 (meters)                     COMP
 OM0613  Z           -   4,329,137.840 (meters)                     COMP
 OM0613  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 OM0613  ELLIP HEIGHT-         346.35  (meters)          (06/17/02) GPS OBS
 OM0613  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 OM0613
 OM0613  HORZ ORDER  -  SECOND
 OM0613  ELLP ORDER  -  FOURTH    CLASS I
 OM0613
 OM0613.The horizontal coordinates were established by GPS observations
 OM0613.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0613
 OM0613.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0613
 OM0613.The ellipsoidal height was determined by GPS observations
 OM0613.and is referenced to NAD 83.
 OM0613
 OM0613.The geoid height was determined by GEOID03.
 OM0613
 OM0613;                    North         East     Units Scale Factor Converg.
 OM0613;SPC WI S     -   113,017.449   613,173.521   MT  0.99995488   +0 06 39.8
 OM0613;SPC WI S     -   370,791.41  2,011,720.13   sFT  0.99995488   +0 06 39.8
 OM0613;UTM  16      - 4,766,638.425   268,705.449   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  =   0.99990057
 OM0613!UTM  16      -   0.99994569  x   1.00025817  =   1.00020384
 OM0613
 OM0613                          SUPERSEDED SURVEY CONTROL
 OM0613
 OM0613  NAD 83(1991)-  43 01 02.03124(N)    089 50 18.20392(W) AD(       ) 2
 OM0613  ELLIP H (11/21/91)  346.47   (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)         1247.     (f) GPS OBS        
 OM0613
 OM0613.Superseded values are not recommended for survey control.
 OM0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0613.See file dsdata.txt to determine how the superseded data were derived.
 OM0613
 OM0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN6870566638(NAD 83)
 OM0613_MARKER: DD = SURVEY DISK
 OM0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0613_SP_SET: TOP OF SQUARE 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 = OCTOBER  7, 2006
 OM0614 ***********************************************************************
 OM0614  DESIGNATION -  029
 OM0614  PID         -  OM0614
 OM0614  STATE/COUNTY-  WI/DANE
 OM0614  USGS QUAD   -  BLUE MOUNDS (1981)
 OM0614
 OM0614                         *CURRENT SURVEY CONTROL
 OM0614  ___________________________________________________________________
 OM0614* NAD 83(1997)-  43 01 54.85047(N)    089 46 11.65311(W)     ADJUSTED  
 OM0614* NAVD 88     -       357.7    (meters)    1174.     (feet)  VERTCON   
 OM0614  ___________________________________________________________________
 OM0614  X           -      18,753.470 (meters)                     COMP
 OM0614  Y           -  -4,669,734.474 (meters)                     COMP
 OM0614  Z           -   4,330,314.093 (meters)                     COMP
 OM0614  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 OM0614  ELLIP HEIGHT-         323.78  (meters)          (06/17/02) GPS OBS
 OM0614  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 OM0614
 OM0614  HORZ ORDER  -  SECOND
 OM0614  ELLP ORDER  -  FOURTH    CLASS I
 OM0614
 OM0614.The horizontal coordinates were established by GPS observations
 OM0614.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0614
 OM0614.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0614
 OM0614.The ellipsoidal height was determined by GPS observations
 OM0614.and is referenced to NAD 83.
 OM0614
 OM0614.The geoid height was determined by GEOID03.
 OM0614
 OM0614;                    North         East     Units Scale Factor Converg.
 OM0614;SPC WI S     -   114,660.425   618,751.668   MT  0.99995321   +0 09 29.2
 OM0614;SPC WI S     -   376,181.74  2,030,021.10   sFT  0.99995321   +0 09 29.2
 OM0614;UTM  16      - 4,768,081.354   274,340.389   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  =   1.00017570
 OM0614
 OM0614                          SUPERSEDED SURVEY CONTROL
 OM0614
 OM0614  NAD 83(1991)-  43 01 54.84998(N)    089 46 11.65174(W) AD(       ) 2
 OM0614  ELLIP H (11/21/91)  323.90   (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)         1174.     (f) GPS OBS        
 OM0614
 OM0614.Superseded values are not recommended for survey control.
 OM0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0614.See file dsdata.txt to determine how the superseded data were derived.
 OM0614
 OM0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7434068081(NAD 83)
 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 = OCTOBER  7, 2006
 DH5398 ***********************************************************************
 DH5398  DESIGNATION -  03 151W
 DH5398  PID         -  DH5398
 DH5398  STATE/COUNTY-  WI/MONROE
 DH5398  USGS QUAD   -  KENDALL WEST (1983)
 DH5398
 DH5398                         *CURRENT SURVEY CONTROL
 DH5398  ___________________________________________________________________
 DH5398* NAD 83(1997)-  43 48 14.98986(N)    090 28 46.12942(W)     ADJUSTED  
 DH5398* NAVD 88     -                                                        
 DH5398  ___________________________________________________________________
 DH5398  X           -     -38,585.464 (meters)                     COMP
 DH5398  Y           -  -4,610,684.095 (meters)                     COMP
 DH5398  Z           -   4,392,682.527 (meters)                     COMP
 DH5398  LAPLACE CORR-          -6.22  (seconds)                    DEFLEC99
 DH5398  ELLIP HEIGHT-         388.81  (meters)          (08/01/05) GPS OBS
 DH5398  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 DH5398
 DH5398  HORZ ORDER  -  FIRST
 DH5398  ELLP ORDER  -  SECOND    CLASS I
 DH5398
 DH5398.The horizontal coordinates were established by GPS observations
 DH5398.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5398
 DH5398
 DH5398.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5398
 DH5398.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5398
 DH5398.The ellipsoidal height was determined by GPS observations
 DH5398.and is referenced to NAD 83.
 DH5398
 DH5398.The geoid height was determined by GEOID03.
 DH5398
 DH5398;                    North         East     Units Scale Factor Converg.
 DH5398;SPC WI S     -   200,539.216   561,418.296   MT  0.99995724   -0 19 46.0
 DH5398;SPC WI S     -   657,935.74  1,841,919.86   sFT  0.99995724   -0 19 46.0
 DH5398;UTM  15      - 4,853,210.031   702,746.749   MT  1.00010562   +1 44 43.0
 DH5398
 DH5398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5398!SPC WI S     -   0.99993903  x   0.99995724  =   0.99989628
 DH5398!UTM  15      -   0.99993903  x   1.00010562  =   1.00004465
 DH5398
 DH5398                          SUPERSEDED SURVEY CONTROL
 DH5398
 DH5398.No superseded survey control is available for this station.
 DH5398
 DH5398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0274753210(NAD 83)
 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 = OCTOBER  7, 2006
 OM0615 ***********************************************************************
 OM0615  DESIGNATION -  030
 OM0615  PID         -  OM0615
 OM0615  STATE/COUNTY-  WI/DANE
 OM0615  USGS QUAD   -  CROSS PLAINS (1982)
 OM0615
 OM0615                         *CURRENT SURVEY CONTROL
 OM0615  ___________________________________________________________________
 OM0615* NAD 83(1997)-  43 02 47.13901(N)    089 42 31.79799(W)     ADJUSTED  
 OM0615* NAVD 88     -       345.1    (meters)    1132.     (feet)  VERTCON   
 OM0615  ___________________________________________________________________
 OM0615  X           -      23,725.227 (meters)                     COMP
 OM0615  Y           -  -4,668,601.261 (meters)                     COMP
 OM0615  Z           -   4,331,484.855 (meters)                     COMP
 OM0615  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 OM0615  ELLIP HEIGHT-         311.11  (meters)          (06/17/02) GPS OBS
 OM0615  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 OM0615
 OM0615  HORZ ORDER  -  SECOND
 OM0615  ELLP ORDER  -  FOURTH    CLASS I
 OM0615
 OM0615.The horizontal coordinates were established by GPS observations
 OM0615.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0615
 OM0615.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0615
 OM0615.The ellipsoidal height was determined by GPS observations
 OM0615.and is referenced to NAD 83.
 OM0615
 OM0615.The geoid height was determined by GEOID03.
 OM0615
 OM0615;                    North         East     Units Scale Factor Converg.
 OM0615;SPC WI S     -   116,289.482   623,722.978   MT  0.99995161   +0 12 00.2
 OM0615;SPC WI S     -   381,526.41  2,046,331.14   sFT  0.99995161   +0 12 00.2
 OM0615;UTM  16      - 4,769,531.961   279,368.085   MT  1.00019888   -1 50 59.2
 OM0615
 OM0615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0615!SPC WI S     -   0.99995121  x   0.99995161  =   0.99990283
 OM0615!UTM  16      -   0.99995121  x   1.00019888  =   1.00015008
 OM0615
 OM0615                          SUPERSEDED SURVEY CONTROL
 OM0615
 OM0615  NAD 83(1991)-  43 02 47.13853(N)    089 42 31.79661(W) AD(       ) 2
 OM0615  ELLIP H (11/21/91)  311.22   (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)         1133.     (f) GPS OBS        
 OM0615
 OM0615.Superseded values are not recommended for survey control.
 OM0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0615.See file dsdata.txt to determine how the superseded data were derived.
 OM0615
 OM0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7936869532(NAD 83)
 OM0615_MARKER: DD = SURVEY DISK
 OM0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0615_SP_SET: 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 SUITABLE FOR
 OM0615+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OM0615
 OM0615  HISTORY     - Date     Condition        Report By
 OM0615  HISTORY     - 1987     MONUMENTED       WI-025
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0616 ***********************************************************************
 OM0616  DESIGNATION -  031
 OM0616  PID         -  OM0616
 OM0616  STATE/COUNTY-  WI/DANE
 OM0616  USGS QUAD   -  CROSS PLAINS (1982)
 OM0616
 OM0616                         *CURRENT SURVEY CONTROL
 OM0616  ___________________________________________________________________
 OM0616* NAD 83(1997)-  43 03 38.44199(N)    089 39 45.64063(W)     ADJUSTED  
 OM0616* NAVD 88     -       332.0    (meters)    1089.     (feet)  VERTCON   
 OM0616  ___________________________________________________________________
 OM0616  X           -      27,479.607 (meters)                     COMP
 OM0616  Y           -  -4,667,490.163 (meters)                     COMP
 OM0616  Z           -   4,332,632.767 (meters)                     COMP
 OM0616  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 OM0616  ELLIP HEIGHT-         297.93  (meters)          (06/17/02) GPS OBS
 OM0616  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 OM0616
 OM0616  HORZ ORDER  -  SECOND
 OM0616  ELLP ORDER  -  FOURTH    CLASS I
 OM0616
 OM0616.The horizontal coordinates were established by GPS observations
 OM0616.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0616
 OM0616.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0616
 OM0616.The ellipsoidal height was determined by GPS observations
 OM0616.and is referenced to NAD 83.
 OM0616
 OM0616.The geoid height was determined by GEOID03.
 OM0616
 OM0616;                    North         East     Units Scale Factor Converg.
 OM0616;SPC WI S     -   117,886.741   627,477.039   MT  0.99995012   +0 13 54.4
 OM0616;SPC WI S     -   386,766.75  2,058,647.59   sFT  0.99995012   +0 13 54.4
 OM0616;UTM  16      - 4,770,994.246   283,177.790   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  =   0.99990340
 OM0616!UTM  16      -   0.99995328  x   1.00017837  =   1.00013164
 OM0616
 OM0616                          SUPERSEDED SURVEY CONTROL
 OM0616
 OM0616  NAD 83(1991)-  43 03 38.44151(N)    089 39 45.63928(W) AD(       ) 2
 OM0616  ELLIP H (11/21/91)  298.04   (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)         1090.     (f) GPS OBS        
 OM0616
 OM0616.Superseded values are not recommended for survey control.
 OM0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0616.See file dsdata.txt to determine how the superseded data were derived.
 OM0616
 OM0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8317870994(NAD 83)
 OM0616_MARKER: DD = SURVEY DISK
 OM0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0616_SP_SET: 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 = OCTOBER  7, 2006
 OM0617 ***********************************************************************
 OM0617  DESIGNATION -  032
 OM0617  PID         -  OM0617
 OM0617  STATE/COUNTY-  WI/DANE
 OM0617  USGS QUAD   -  MIDDLETON (1983)
 OM0617
 OM0617                         *CURRENT SURVEY CONTROL
 OM0617  ___________________________________________________________________
 OM0617* NAD 83(1997)-  43 02 44.13861(N)    089 36 04.18178(W)     ADJUSTED  
 OM0617* NAVD 88     -       342.8    (meters)    1125.     (feet)  VERTCON   
 OM0617  ___________________________________________________________________
 OM0617  X           -      32,498.919 (meters)                     COMP
 OM0617  Y           -  -4,668,609.830 (meters)                     COMP
 OM0617  Z           -   4,331,415.500 (meters)                     COMP
 OM0617  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 OM0617  ELLIP HEIGHT-         308.64  (meters)          (06/17/02) GPS OBS
 OM0617  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 OM0617
 OM0617  HORZ ORDER  -  SECOND
 OM0617  ELLP ORDER  -  FOURTH    CLASS I
 OM0617
 OM0617.The horizontal coordinates were established by GPS observations
 OM0617.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0617
 OM0617.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0617
 OM0617.The ellipsoidal height was determined by GPS observations
 OM0617.and is referenced to NAD 83.
 OM0617
 OM0617.The geoid height was determined by GEOID03.
 OM0617
 OM0617;                    North         East     Units Scale Factor Converg.
 OM0617;SPC WI S     -   116,233.193   632,495.918   MT  0.99995170   +0 16 26.6
 OM0617;SPC WI S     -   381,341.73  2,075,113.69   sFT  0.99995170   +0 16 26.6
 OM0617;UTM  16      - 4,769,161.800   288,135.359   MT  1.00015222   -1 46 34.2
 OM0617
 OM0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0617!SPC WI S     -   0.99995160  x   0.99995170  =   0.99990330
 OM0617!UTM  16      -   0.99995160  x   1.00015222  =   1.00010381
 OM0617
 OM0617                          SUPERSEDED SURVEY CONTROL
 OM0617
 OM0617  NAD 83(1991)-  43 02 44.13814(N)    089 36 04.18045(W) AD(       ) 2
 OM0617  ELLIP H (11/21/91)  308.74   (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)         1125.     (f) GPS OBS        
 OM0617
 OM0617.Superseded values are not recommended for survey control.
 OM0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0617.See file dsdata.txt to determine how the superseded data were derived.
 OM0617
 OM0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8813569162(NAD 83)
 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 = OCTOBER  7, 2006
 OM0618 ***********************************************************************
 OM0618  DESIGNATION -  033
 OM0618  PID         -  OM0618
 OM0618  STATE/COUNTY-  WI/DANE
 OM0618  USGS QUAD   -  MIDDLETON (1983)
 OM0618
 OM0618                         *CURRENT SURVEY CONTROL
 OM0618  ___________________________________________________________________
 OM0618* NAD 83(1997)-  43 02 46.58207(N)    089 33 08.40299(W)     ADJUSTED  
 OM0618* NAVD 88     -       351.4    (meters)    1153.     (feet)  VERTCON   
 OM0618  ___________________________________________________________________
 OM0618  X           -      36,477.141 (meters)                     COMP
 OM0618  Y           -  -4,668,535.195 (meters)                     COMP
 OM0618  Z           -   4,331,476.424 (meters)                     COMP
 OM0618  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 OM0618  ELLIP HEIGHT-         317.16  (meters)          (06/17/02) GPS OBS
 OM0618  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 OM0618
 OM0618  HORZ ORDER  -  SECOND
 OM0618  ELLP ORDER  -  FOURTH    CLASS I
 OM0618
 OM0618.The horizontal coordinates were established by GPS observations
 OM0618.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0618
 OM0618.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0618
 OM0618.The ellipsoidal height was determined by GPS observations
 OM0618.and is referenced to NAD 83.
 OM0618
 OM0618.The geoid height was determined by GEOID03.
 OM0618
 OM0618;                    North         East     Units Scale Factor Converg.
 OM0618;SPC WI S     -   116,328.784   636,473.762   MT  0.99995163   +0 18 27.3
 OM0618;SPC WI S     -   381,655.35  2,088,164.33   sFT  0.99995163   +0 18 27.3
 OM0618;UTM  16      - 4,769,115.006   292,114.832   MT  1.00013167   -1 44 34.1
 OM0618
 OM0618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0618!SPC WI S     -   0.99995026  x   0.99995163  =   0.99990190
 OM0618!UTM  16      -   0.99995026  x   1.00013167  =   1.00008193
 OM0618
 OM0618                          SUPERSEDED SURVEY CONTROL
 OM0618
 OM0618  NAD 83(1991)-  43 02 46.58160(N)    089 33 08.40166(W) AD(       ) 2
 OM0618  ELLIP H (11/21/91)  317.26   (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)         1153.     (f) GPS OBS        
 OM0618
 OM0618.Superseded values are not recommended for survey control.
 OM0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0618.See file dsdata.txt to determine how the superseded data were derived.
 OM0618
 OM0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9211569115(NAD 83)
 OM0618_MARKER: DD = SURVEY DISK
 OM0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0618_SP_SET: 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 = OCTOBER  7, 2006
 NH0932 ***********************************************************************
 NH0932  DESIGNATION -  034
 NH0932  PID         -  NH0932
 NH0932  STATE/COUNTY-  WI/DANE
 NH0932  USGS QUAD   -  DALEYVILLE (1962)
 NH0932
 NH0932                         *CURRENT SURVEY CONTROL
 NH0932  ___________________________________________________________________
 NH0932* NAD 83(1997)-  42 59 17.48387(N)    089 49 06.52672(W)     ADJUSTED  
 NH0932* NAVD 88     -       363.3    (meters)    1192.     (feet)  VERTCON   
 NH0932  ___________________________________________________________________
 NH0932  X           -      14,804.919 (meters)                     COMP
 NH0932  Y           -  -4,673,065.596 (meters)                     COMP
 NH0932  Z           -   4,326,766.814 (meters)                     COMP
 NH0932  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 NH0932  ELLIP HEIGHT-         329.53  (meters)          (06/17/02) GPS OBS
 NH0932  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 NH0932
 NH0932  HORZ ORDER  -  SECOND
 NH0932  ELLP ORDER  -  FOURTH    CLASS I
 NH0932
 NH0932.The horizontal coordinates were established by GPS observations
 NH0932.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH0932
 NH0932.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0932
 NH0932.The ellipsoidal height was determined by GPS observations
 NH0932.and is referenced to NAD 83.
 NH0932
 NH0932.The geoid height was determined by GEOID03.
 NH0932
 NH0932;                    North         East     Units Scale Factor Converg.
 NH0932;SPC WI S     -   109,794.682   614,803.552   MT  0.99995838   +0 07 29.0
 NH0932;SPC WI S     -   360,218.05  2,017,067.99   sFT  0.99995838   +0 07 29.0
 NH0932;UTM  16      - 4,763,358.495   270,219.728   MT  1.00024958   -1 55 21.4
 NH0932
 NH0932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0932!SPC WI S     -   0.99994832  x   0.99995838  =   0.99990671
 NH0932!UTM  16      -   0.99994832  x   1.00024958  =   1.00019789
 NH0932
 NH0932                          SUPERSEDED SURVEY CONTROL
 NH0932
 NH0932  NAD 83(1991)-  42 59 17.48338(N)    089 49 06.52537(W) AD(       ) 2
 NH0932  ELLIP H (11/21/91)  329.65   (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)         1192.     (f) GPS OBS        
 NH0932
 NH0932.Superseded values are not recommended for survey control.
 NH0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0932.See file dsdata.txt to determine how the superseded data were derived.
 NH0932
 NH0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7022063358(NAD 83)
 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 = OCTOBER  7, 2006
 NH0933 ***********************************************************************
 NH0933  DESIGNATION -  035
 NH0933  PID         -  NH0933
 NH0933  STATE/COUNTY-  WI/DANE
 NH0933  USGS QUAD   -  DALEYVILLE (1962)
 NH0933
 NH0933                         *CURRENT SURVEY CONTROL
 NH0933  ___________________________________________________________________
 NH0933* NAD 83(1997)-  42 59 28.66984(N)    089 47 23.69065(W)     ADJUSTED  
 NH0933* NAVD 88     -       371.0    (meters)    1217.     (feet)  VERTCON   
 NH0933  ___________________________________________________________________
 NH0933  X           -      17,133.894 (meters)                     COMP
 NH0933  Y           -  -4,672,827.853 (meters)                     COMP
 NH0933  Z           -   4,327,024.547 (meters)                     COMP
 NH0933  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 NH0933  ELLIP HEIGHT-         337.19  (meters)          (06/17/02) GPS OBS
 NH0933  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 NH0933
 NH0933  HORZ ORDER  -  SECOND
 NH0933  ELLP ORDER  -  FOURTH    CLASS I
 NH0933
 NH0933.The horizontal coordinates were established by GPS observations
 NH0933.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH0933
 NH0933.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0933
 NH0933.The ellipsoidal height was determined by GPS observations
 NH0933.and is referenced to NAD 83.
 NH0933
 NH0933.The geoid height was determined by GEOID03.
 NH0933
 NH0933;                    North         East     Units Scale Factor Converg.
 NH0933;SPC WI S     -   110,145.325   617,132.290   MT  0.99995799   +0 08 39.7
 NH0933;SPC WI S     -   361,368.45  2,024,708.19   sFT  0.99995799   +0 08 39.7
 NH0933;UTM  16      - 4,763,625.791   272,560.173   MT  1.00023642   -1 54 11.6
 NH0933
 NH0933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0933!SPC WI S     -   0.99994712  x   0.99995799  =   0.99990512
 NH0933!UTM  16      -   0.99994712  x   1.00023642  =   1.00018353
 NH0933
 NH0933                          SUPERSEDED SURVEY CONTROL
 NH0933
 NH0933  NAD 83(1991)-  42 59 28.66936(N)    089 47 23.68930(W) AD(       ) 2
 NH0933  ELLIP H (11/21/91)  337.30   (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)         1218.     (f) GPS OBS        
 NH0933
 NH0933.Superseded values are not recommended for survey control.
 NH0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0933.See file dsdata.txt to determine how the superseded data were derived.
 NH0933
 NH0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7256063626(NAD 83)
 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 = OCTOBER  7, 2006
 OM0619 ***********************************************************************
 OM0619  DESIGNATION -  036
 OM0619  PID         -  OM0619
 OM0619  STATE/COUNTY-  WI/DANE
 OM0619  USGS QUAD   -  SPRINGFIELD CORNERS (1969)
 OM0619
 OM0619                         *CURRENT SURVEY CONTROL
 OM0619  ___________________________________________________________________
 OM0619* NAD 83(1997)-  43 10 09.38964(N)    089 36 00.87645(W)     ADJUSTED  
 OM0619* NAVD 88     -       351.0    (meters)    1152.     (feet)  VERTCON   
 OM0619  ___________________________________________________________________
 OM0619  X           -      32,508.258 (meters)                     COMP
 OM0619  Y           -  -4,659,225.148 (meters)                     COMP
 OM0619  Z           -   4,341,452.815 (meters)                     COMP
 OM0619  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 OM0619  ELLIP HEIGHT-         316.53  (meters)          (06/17/02) GPS OBS
 OM0619  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 OM0619
 OM0619  HORZ ORDER  -  SECOND
 OM0619  ELLP ORDER  -  FOURTH    CLASS I
 OM0619
 OM0619.The horizontal coordinates were established by GPS observations
 OM0619.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0619
 OM0619.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0619
 OM0619.The ellipsoidal height was determined by GPS observations
 OM0619.and is referenced to NAD 83.
 OM0619
 OM0619.The geoid height was determined by GEOID03.
 OM0619
 OM0619;                    North         East     Units Scale Factor Converg.
 OM0619;SPC WI S     -   129,972.950   632,504.858   MT  0.99994070   +0 16 28.8
 OM0619;SPC WI S     -   426,419.59  2,075,143.02   sFT  0.99994070   +0 16 28.8
 OM0619;UTM  16      - 4,782,895.241   288,636.429   MT  1.00014960   -1 46 46.7
 OM0619
 OM0619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0619!SPC WI S     -   0.99995036  x   0.99994070  =   0.99989107
 OM0619!UTM  16      -   0.99995036  x   1.00014960  =   1.00009996
 OM0619
 OM0619                          SUPERSEDED SURVEY CONTROL
 OM0619
 OM0619  NAD 83(1991)-  43 10 09.38910(N)    089 36 00.87509(W) AD(       ) 2
 OM0619  ELLIP H (11/21/91)  316.64   (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)         1152.     (f) GPS OBS        
 OM0619
 OM0619.Superseded values are not recommended for survey control.
 OM0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0619.See file dsdata.txt to determine how the superseded data were derived.
 OM0619
 OM0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8863682895(NAD 83)
 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 = OCTOBER  7, 2006
 OM0620 ***********************************************************************
 OM0620  DESIGNATION -  038
 OM0620  PID         -  OM0620
 OM0620  STATE/COUNTY-  WI/DANE
 OM0620  USGS QUAD   -  BLACK EARTH (1982)
 OM0620
 OM0620                         *CURRENT SURVEY CONTROL
 OM0620  ___________________________________________________________________
 OM0620* NAD 83(1997)-  43 09 43.79911(N)    089 37 48.93342(W)     ADJUSTED  
 OM0620* NAVD 88     -       342.1    (meters)    1122.     (feet)  VERTCON   
 OM0620  ___________________________________________________________________
 OM0620  X           -      30,070.847 (meters)                     COMP
 OM0620  Y           -  -4,659,775.343 (meters)                     COMP
 OM0620  Z           -   4,340,870.711 (meters)                     COMP
 OM0620  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 OM0620  ELLIP HEIGHT-         307.66  (meters)          (06/17/02) GPS OBS
 OM0620  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 OM0620
 OM0620  HORZ ORDER  -  SECOND
 OM0620  ELLP ORDER  -  FOURTH    CLASS I
 OM0620
 OM0620.The horizontal coordinates were established by GPS observations
 OM0620.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0620
 OM0620.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0620
 OM0620.The ellipsoidal height was determined by GPS observations
 OM0620.and is referenced to NAD 83.
 OM0620
 OM0620.The geoid height was determined by GEOID03.
 OM0620
 OM0620;                    North         East     Units Scale Factor Converg.
 OM0620;SPC WI S     -   129,172.020   630,067.741   MT  0.99994121   +0 15 14.6
 OM0620;SPC WI S     -   423,791.87  2,067,147.25   sFT  0.99994121   +0 15 14.6
 OM0620;UTM  16      - 4,782,182.028   286,171.639   MT  1.00016249   -1 47 59.8
 OM0620
 OM0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0620!SPC WI S     -   0.99995175  x   0.99994121  =   0.99989297
 OM0620!UTM  16      -   0.99995175  x   1.00016249  =   1.00011424
 OM0620
 OM0620                          SUPERSEDED SURVEY CONTROL
 OM0620
 OM0620  NAD 83(1991)-  43 09 43.79857(N)    089 37 48.93205(W) AD(       ) 2
 OM0620  ELLIP H (11/21/91)  307.78   (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)         1123.     (f) GPS OBS        
 OM0620
 OM0620.Superseded values are not recommended for survey control.
 OM0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0620.See file dsdata.txt to determine how the superseded data were derived.
 OM0620
 OM0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8617282182(NAD 83)
 OM0620_MARKER: DD = SURVEY DISK
 OM0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0620_SP_SET: TOP OF SQUARE 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 = OCTOBER  7, 2006
 OM0621 ***********************************************************************
 OM0621  DESIGNATION -  039
 OM0621  PID         -  OM0621
 OM0621  STATE/COUNTY-  WI/DANE
 OM0621  USGS QUAD   -  SPRINGFIELD CORNERS (1969)
 OM0621
 OM0621                         *CURRENT SURVEY CONTROL
 OM0621  ___________________________________________________________________
 OM0621* NAD 83(1997)-  43 09 44.49588(N)    089 37 13.16194(W)     ADJUSTED  
 OM0621* NAVD 88     -       349.7    (meters)    1147.     (feet)  VERTCON   
 OM0621  ___________________________________________________________________
 OM0621  X           -      30,878.907 (meters)                     COMP
 OM0621  Y           -  -4,659,760.885 (meters)                     COMP
 OM0621  Z           -   4,340,891.589 (meters)                     COMP
 OM0621  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 OM0621  ELLIP HEIGHT-         315.25  (meters)          (06/17/02) GPS OBS
 OM0621  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 OM0621
 OM0621  HORZ ORDER  -  SECOND
 OM0621  ELLP ORDER  -  FOURTH    CLASS I
 OM0621
 OM0621.The horizontal coordinates were established by GPS observations
 OM0621.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0621
 OM0621.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0621
 OM0621.The ellipsoidal height was determined by GPS observations
 OM0621.and is referenced to NAD 83.
 OM0621
 OM0621.The geoid height was determined by GEOID03.
 OM0621
 OM0621;                    North         East     Units Scale Factor Converg.
 OM0621;SPC WI S     -   129,197.152   630,875.687   MT  0.99994120   +0 15 39.2
 OM0621;SPC WI S     -   423,874.32  2,069,797.98   sFT  0.99994120   +0 15 39.2
 OM0621;UTM  16      - 4,782,178.185   286,980.144   MT  1.00015825   -1 47 35.3
 OM0621
 OM0621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0621!SPC WI S     -   0.99995056  x   0.99994120  =   0.99989177
 OM0621!UTM  16      -   0.99995056  x   1.00015825  =   1.00010881
 OM0621
 OM0621                          SUPERSEDED SURVEY CONTROL
 OM0621
 OM0621  NAD 83(1991)-  43 09 44.49534(N)    089 37 13.16057(W) AD(       ) 2
 OM0621  ELLIP H (11/21/91)  315.37   (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)         1148.     (f) GPS OBS        
 OM0621
 OM0621.Superseded values are not recommended for survey control.
 OM0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0621.See file dsdata.txt to determine how the superseded data were derived.
 OM0621
 OM0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8698082178(NAD 83)
 OM0621_MARKER: DD = SURVEY DISK
 OM0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0621_SP_SET: 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 = OCTOBER  7, 2006
 OM0622 ***********************************************************************
 OM0622  DESIGNATION -  040
 OM0622  PID         -  OM0622
 OM0622  STATE/COUNTY-  WI/DANE
 OM0622  USGS QUAD   -  SPRINGFIELD CORNERS (1969)
 OM0622
 OM0622                         *CURRENT SURVEY CONTROL
 OM0622  ___________________________________________________________________
 OM0622* NAD 83(1997)-  43 09 53.71392(N)    089 34 52.99966(W)     ADJUSTED  
 OM0622* NAVD 88     -       318.4    (meters)    1045.     (feet)  VERTCON   
 OM0622  ___________________________________________________________________
 OM0622  X           -      34,043.739 (meters)                     COMP
 OM0622  Y           -  -4,659,521.392 (meters)                     COMP
 OM0622  Z           -   4,341,077.679 (meters)                     COMP
 OM0622  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 OM0622  ELLIP HEIGHT-         283.95  (meters)          (06/17/02) GPS OBS
 OM0622  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 OM0622
 OM0622  HORZ ORDER  -  SECOND
 OM0622  ELLP ORDER  -  FOURTH    CLASS I
 OM0622
 OM0622.The horizontal coordinates were established by GPS observations
 OM0622.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0622
 OM0622.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0622
 OM0622.The ellipsoidal height was determined by GPS observations
 OM0622.and is referenced to NAD 83.
 OM0622
 OM0622.The geoid height was determined by GEOID03.
 OM0622
 OM0622;                    North         East     Units Scale Factor Converg.
 OM0622;SPC WI S     -   129,496.755   634,040.378   MT  0.99994101   +0 17 15.5
 OM0622;SPC WI S     -   424,857.27  2,080,180.81   sFT  0.99994101   +0 17 15.5
 OM0622;UTM  16      - 4,782,364.201   290,154.203   MT  1.00014173   -1 45 59.7
 OM0622
 OM0622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0622!SPC WI S     -   0.99995547  x   0.99994101  =   0.99989649
 OM0622!UTM  16      -   0.99995547  x   1.00014173  =   1.00009720
 OM0622
 OM0622                          SUPERSEDED SURVEY CONTROL
 OM0622
 OM0622  NAD 83(1991)-  43 09 53.71338(N)    089 34 52.99824(W) AD(       ) 2
 OM0622  ELLIP H (11/21/91)  284.06   (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)         1045.     (f) GPS OBS        
 OM0622
 OM0622.Superseded values are not recommended for survey control.
 OM0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0622.See file dsdata.txt to determine how the superseded data were derived.
 OM0622
 OM0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9015482364(NAD 83)
 OM0622_MARKER: DD = SURVEY DISK
 OM0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0622_SP_SET: 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 = OCTOBER  7, 2006
 OM0623 ***********************************************************************
 OM0623  DESIGNATION -  042
 OM0623  PID         -  OM0623
 OM0623  STATE/COUNTY-  WI/DANE
 OM0623  USGS QUAD   -  BLACK EARTH (1982)
 OM0623
 OM0623                         *CURRENT SURVEY CONTROL
 OM0623  ___________________________________________________________________
 OM0623* NAD 83(1997)-  43 09 14.76666(N)    089 38 24.56249(W)     ADJUSTED  
 OM0623* NAVD 88     -       303.4    (meters)     995.     (feet)  VERTCON   
 OM0623  ___________________________________________________________________
 OM0623  X           -      29,269.614 (meters)                     COMP
 OM0623  Y           -  -4,660,365.140 (meters)                     COMP
 OM0623  Z           -   4,340,190.698 (meters)                     COMP
 OM0623  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 OM0623  ELLIP HEIGHT-         269.03  (meters)          (06/17/02) GPS OBS
 OM0623  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 OM0623
 OM0623  HORZ ORDER  -  SECOND
 OM0623  ELLP ORDER  -  FOURTH    CLASS I
 OM0623
 OM0623.The horizontal coordinates were established by GPS observations
 OM0623.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0623
 OM0623.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0623
 OM0623.The ellipsoidal height was determined by GPS observations
 OM0623.and is referenced to NAD 83.
 OM0623
 OM0623.The geoid height was determined by GEOID03.
 OM0623
 OM0623;                    North         East     Units Scale Factor Converg.
 OM0623;SPC WI S     -   128,272.620   629,266.779   MT  0.99994180   +0 14 50.1
 OM0623;SPC WI S     -   420,841.09  2,064,519.42   sFT  0.99994180   +0 14 50.1
 OM0623;UTM  16      - 4,781,311.717   285,338.773   MT  1.00016688   -1 48 23.2
 OM0623
 OM0623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0623!SPC WI S     -   0.99995781  x   0.99994180  =   0.99989961
 OM0623!UTM  16      -   0.99995781  x   1.00016688  =   1.00012469
 OM0623
 OM0623                          SUPERSEDED SURVEY CONTROL
 OM0623
 OM0623  NAD 83(1991)-  43 09 14.76612(N)    089 38 24.56114(W) AD(       ) 2
 OM0623  ELLIP H (11/21/91)  269.15   (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)          995.     (f) GPS OBS        
 OM0623
 OM0623.Superseded values are not recommended for survey control.
 OM0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0623.See file dsdata.txt to determine how the superseded data were derived.
 OM0623
 OM0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8533981312(NAD 83)
 OM0623_MARKER: DD = SURVEY DISK
 OM0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0623_SP_SET: 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 = OCTOBER  7, 2006
 OM0624 ***********************************************************************
 OM0624  DESIGNATION -  043
 OM0624  PID         -  OM0624
 OM0624  STATE/COUNTY-  WI/DANE
 OM0624  USGS QUAD   -  SPRINGFIELD CORNERS (1969)
 OM0624
 OM0624                         *CURRENT SURVEY CONTROL
 OM0624  ___________________________________________________________________
 OM0624* NAD 83(1997)-  43 09 08.16504(N)    089 36 16.61744(W)     ADJUSTED  
 OM0624* NAVD 88     -       315.5    (meters)    1035.     (feet)  VERTCON   
 OM0624  ___________________________________________________________________
 OM0624  X           -      32,161.432 (meters)                     COMP
 OM0624  Y           -  -4,660,494.263 (meters)                     COMP
 OM0624  Z           -   4,340,050.351 (meters)                     COMP
 OM0624  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 OM0624  ELLIP HEIGHT-         281.14  (meters)          (06/17/02) GPS OBS
 OM0624  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 OM0624
 OM0624  HORZ ORDER  -  SECOND
 OM0624  ELLP ORDER  -  FOURTH    CLASS I
 OM0624
 OM0624.The horizontal coordinates were established by GPS observations
 OM0624.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0624
 OM0624.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0624
 OM0624.The ellipsoidal height was determined by GPS observations
 OM0624.and is referenced to NAD 83.
 OM0624
 OM0624.The geoid height was determined by GEOID03.
 OM0624
 OM0624;                    North         East     Units Scale Factor Converg.
 OM0624;SPC WI S     -   128,081.999   632,158.284   MT  0.99994194   +0 16 18.0
 OM0624;SPC WI S     -   420,215.69  2,074,005.97   sFT  0.99994194   +0 16 18.0
 OM0624;UTM  16      - 4,781,017.533   288,222.216   MT  1.00015176   -1 46 55.4
 OM0624
 OM0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0624!SPC WI S     -   0.99995591  x   0.99994194  =   0.99989786
 OM0624!UTM  16      -   0.99995591  x   1.00015176  =   1.00010767
 OM0624
 OM0624                          SUPERSEDED SURVEY CONTROL
 OM0624
 OM0624  NAD 83(1991)-  43 09 08.16450(N)    089 36 16.61607(W) AD(       ) 2
 OM0624  ELLIP H (11/21/91)  281.26   (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)         1035.     (f) GPS OBS        
 OM0624
 OM0624.Superseded values are not recommended for survey control.
 OM0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0624.See file dsdata.txt to determine how the superseded data were derived.
 OM0624
 OM0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8822281018(NAD 83)
 OM0624_MARKER: DD = SURVEY DISK
 OM0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0624_SP_SET: 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 = OCTOBER  7, 2006
 OM0625 ***********************************************************************
 OM0625  DESIGNATION -  044
 OM0625  PID         -  OM0625
 OM0625  STATE/COUNTY-  WI/DANE
 OM0625  USGS QUAD   -  SPRINGFIELD CORNERS (1969)
 OM0625
 OM0625                         *CURRENT SURVEY CONTROL
 OM0625  ___________________________________________________________________
 OM0625* NAD 83(1997)-  43 09 21.70545(N)    089 34 52.61238(W)     ADJUSTED  
 OM0625* NAVD 88     -       348.2    (meters)    1142.     (feet)  VERTCON   
 OM0625  ___________________________________________________________________
 OM0625  X           -      34,057.585 (meters)                     COMP
 OM0625  Y           -  -4,660,218.749 (meters)                     COMP
 OM0625  Z           -   4,340,377.489 (meters)                     COMP
 OM0625  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 OM0625  ELLIP HEIGHT-         313.73  (meters)          (06/17/02) GPS OBS
 OM0625  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 OM0625
 OM0625  HORZ ORDER  -  SECOND
 OM0625  ELLP ORDER  -  FOURTH    CLASS I
 OM0625
 OM0625.The horizontal coordinates were established by GPS observations
 OM0625.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0625
 OM0625.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0625
 OM0625.The ellipsoidal height was determined by GPS observations
 OM0625.and is referenced to NAD 83.
 OM0625
 OM0625.The geoid height was determined by GEOID03.
 OM0625
 OM0625;                    North         East     Units Scale Factor Converg.
 OM0625;SPC WI S     -   128,509.090   634,054.085   MT  0.99994166   +0 17 15.7
 OM0625;SPC WI S     -   421,616.91  2,080,225.78   sFT  0.99994166   +0 17 15.7
 OM0625;UTM  16      - 4,781,376.481   290,132.497   MT  1.00014185   -1 45 58.3
 OM0625
 OM0625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0625!SPC WI S     -   0.99995080  x   0.99994166  =   0.99989247
 OM0625!UTM  16      -   0.99995080  x   1.00014185  =   1.00009265
 OM0625
 OM0625                          SUPERSEDED SURVEY CONTROL
 OM0625
 OM0625  NAD 83(1991)-  43 09 21.70492(N)    089 34 52.61100(W) AD(       ) 2
 OM0625  ELLIP H (11/21/91)  313.84   (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)         1143.     (f) GPS OBS        
 OM0625
 OM0625.Superseded values are not recommended for survey control.
 OM0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0625.See file dsdata.txt to determine how the superseded data were derived.
 OM0625
 OM0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9013281376(NAD 83)
 OM0625_MARKER: DD = SURVEY DISK
 OM0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0625_SP_SET: 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 = OCTOBER  7, 2006
 OM0626 ***********************************************************************
 OM0626  DESIGNATION -  045
 OM0626  PID         -  OM0626
 OM0626  STATE/COUNTY-  WI/DANE
 OM0626  USGS QUAD   -  BLACK EARTH (1982)
 OM0626
 OM0626                         *CURRENT SURVEY CONTROL
 OM0626  ___________________________________________________________________
 OM0626* NAD 83(1997)-  43 08 50.91205(N)    089 37 49.13952(W)     ADJUSTED  
 OM0626* NAVD 88     -       369.9    (meters)    1214.     (feet)  VERTCON   
 OM0626  ___________________________________________________________________
 OM0626  X           -      30,073.525 (meters)                     COMP
 OM0626  Y           -  -4,660,912.035 (meters)                     COMP
 OM0626  Z           -   4,339,699.083 (meters)                     COMP
 OM0626  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 OM0626  ELLIP HEIGHT-         335.52  (meters)          (06/17/02) GPS OBS
 OM0626  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 OM0626
 OM0626  HORZ ORDER  -  SECOND
 OM0626  ELLP ORDER  -  FOURTH    CLASS I
 OM0626
 OM0626.The horizontal coordinates were established by GPS observations
 OM0626.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0626
 OM0626.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0626
 OM0626.The ellipsoidal height was determined by GPS observations
 OM0626.and is referenced to NAD 83.
 OM0626
 OM0626.The geoid height was determined by GEOID03.
 OM0626
 OM0626;                    North         East     Units Scale Factor Converg.
 OM0626;SPC WI S     -   127,540.020   630,070.320   MT  0.99994231   +0 15 14.4
 OM0626;SPC WI S     -   418,437.55  2,067,155.71   sFT  0.99994231   +0 15 14.4
 OM0626;UTM  16      - 4,780,550.623   286,115.718   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                          SUPERSEDED SURVEY CONTROL
 OM0626
 OM0626  NAD 83(1991)-  43 08 50.91151(N)    089 37 49.13817(W) AD(       ) 2
 OM0626  ELLIP H (11/21/91)  335.64   (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)         1214.     (f) GPS OBS        
 OM0626
 OM0626.Superseded values are not recommended for survey control.
 OM0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0626.See file dsdata.txt to determine how the superseded data were derived.
 OM0626
 OM0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8611680551(NAD 83)
 OM0626_MARKER: DD = SURVEY DISK
 OM0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0626_SP_SET: 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 = OCTOBER  7, 2006
 OM0627 ***********************************************************************
 OM0627  DESIGNATION -  046
 OM0627  PID         -  OM0627
 OM0627  STATE/COUNTY-  WI/DANE
 OM0627  USGS QUAD   -  SPRINGFIELD CORNERS (1969)
 OM0627
 OM0627                         *CURRENT SURVEY CONTROL
 OM0627  ___________________________________________________________________
 OM0627* NAD 83(1997)-  43 07 58.60124(N)    089 37 10.19322(W)     ADJUSTED  
 OM0627* NAVD 88     -       280.2    (meters)     919.     (feet)  VERTCON   
 OM0627  ___________________________________________________________________
 OM0627  X           -      30,960.479 (meters)                     COMP
 OM0627  Y           -  -4,661,944.672 (meters)                     COMP
 OM0627  Z           -   4,338,459.751 (meters)                     COMP
 OM0627  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 OM0627  ELLIP HEIGHT-         245.80  (meters)          (06/17/02) GPS OBS
 OM0627  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 OM0627
 OM0627  HORZ ORDER  -  SECOND
 OM0627  ELLP ORDER  -  FOURTH    CLASS I
 OM0627
 OM0627.The horizontal coordinates were established by GPS observations
 OM0627.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0627
 OM0627.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0627
 OM0627.The ellipsoidal height was determined by GPS observations
 OM0627.and is referenced to NAD 83.
 OM0627
 OM0627.The geoid height was determined by GEOID03.
 OM0627
 OM0627;                    North         East     Units Scale Factor Converg.
 OM0627;SPC WI S     -   125,929.783   630,957.658   MT  0.99994345   +0 15 41.2
 OM0627;SPC WI S     -   413,154.63  2,070,066.92   sFT  0.99994345   +0 15 41.2
 OM0627;UTM  16      - 4,778,909.271   286,944.974   MT  1.00015843   -1 47 29.8
 OM0627
 OM0627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0627!SPC WI S     -   0.99996145  x   0.99994345  =   0.99990491
 OM0627!UTM  16      -   0.99996145  x   1.00015843  =   1.00011988
 OM0627
 OM0627                          SUPERSEDED SURVEY CONTROL
 OM0627
 OM0627  NAD 83(1991)-  43 07 58.60070(N)    089 37 10.19186(W) AD(       ) 2
 OM0627  ELLIP H (11/21/91)  245.92   (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)          919.     (f) GPS OBS        
 OM0627
 OM0627.Superseded values are not recommended for survey control.
 OM0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0627.See file dsdata.txt to determine how the superseded data were derived.
 OM0627
 OM0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8694578909(NAD 83)
 OM0627_MARKER: DD = SURVEY DISK
 OM0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0627_SP_SET: 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 = OCTOBER  7, 2006
 OM0628 ***********************************************************************
 OM0628  DESIGNATION -  048
 OM0628  PID         -  OM0628
 OM0628  STATE/COUNTY-  WI/DANE
 OM0628  USGS QUAD   -  SPRINGFIELD CORNERS (1969)
 OM0628
 OM0628                         *CURRENT SURVEY CONTROL
 OM0628  ___________________________________________________________________
 OM0628* NAD 83(1997)-  43 08 37.28853(N)    089 36 14.45378(W)     ADJUSTED  
 OM0628* NAVD 88     -       292.4    (meters)     959.     (feet)  VERTCON   
 OM0628  ___________________________________________________________________
 OM0628  X           -      32,214.707 (meters)                     COMP
 OM0628  Y           -  -4,661,128.700 (meters)                     COMP
 OM0628  Z           -   4,339,339.317 (meters)                     COMP
 OM0628  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 OM0628  ELLIP HEIGHT-         258.01  (meters)          (06/17/02) GPS OBS
 OM0628  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 OM0628
 OM0628  HORZ ORDER  -  SECOND
 OM0628  ELLP ORDER  -  FOURTH    CLASS I
 OM0628
 OM0628.The horizontal coordinates were established by GPS observations
 OM0628.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0628
 OM0628.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0628
 OM0628.The ellipsoidal height was determined by GPS observations
 OM0628.and is referenced to NAD 83.
 OM0628
 OM0628.The geoid height was determined by GEOID03.
 OM0628
 OM0628;                    North         East     Units Scale Factor Converg.
 OM0628;SPC WI S     -   127,129.450   632,211.692   MT  0.99994260   +0 16 19.5
 OM0628;SPC WI S     -   417,090.54  2,074,181.19   sFT  0.99994260   +0 16 19.5
 OM0628;UTM  16      - 4,780,063.483   288,241.460   MT  1.00015166   -1 46 52.9
 OM0628
 OM0628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0628!SPC WI S     -   0.99995954  x   0.99994260  =   0.99990214
 OM0628!UTM  16      -   0.99995954  x   1.00015166  =   1.00011119
 OM0628
 OM0628                          SUPERSEDED SURVEY CONTROL
 OM0628
 OM0628  NAD 83(1991)-  43 08 37.28799(N)    089 36 14.45241(W) AD(       ) 2
 OM0628  ELLIP H (11/21/91)  258.13   (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)          959.     (f) GPS OBS        
 OM0628
 OM0628.Superseded values are not recommended for survey control.
 OM0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0628.See file dsdata.txt to determine how the superseded data were derived.
 OM0628
 OM0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8824180063(NAD 83)
 OM0628_MARKER: DD = SURVEY DISK
 OM0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0628_SP_SET: 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 = OCTOBER  7, 2006
 OM0629 ***********************************************************************
 OM0629  DESIGNATION -  049
 OM0629  PID         -  OM0629
 OM0629  STATE/COUNTY-  WI/DANE
 OM0629  USGS QUAD   -  SPRINGFIELD CORNERS (1969)
 OM0629
 OM0629                         *CURRENT SURVEY CONTROL
 OM0629  ___________________________________________________________________
 OM0629* NAD 83(1997)-  43 07 57.14760(N)    089 35 22.12409(W)     ADJUSTED  
 OM0629* NAVD 88     -       351.6    (meters)    1154.     (feet)  VERTCON   
 OM0629  ___________________________________________________________________
 OM0629  X           -      33,403.619 (meters)                     COMP
 OM0629  Y           -  -4,662,010.615 (meters)                     COMP
 OM0629  Z           -   4,338,475.855 (meters)                     COMP
 OM0629  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 OM0629  ELLIP HEIGHT-         317.24  (meters)          (06/17/02) GPS OBS
 OM0629  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 OM0629
 OM0629  HORZ ORDER  -  SECOND
 OM0629  ELLP ORDER  -  FOURTH    CLASS I
 OM0629
 OM0629.The horizontal coordinates were established by GPS observations
 OM0629.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0629
 OM0629.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0629
 OM0629.The ellipsoidal height was determined by GPS observations
 OM0629.and is referenced to NAD 83.
 OM0629
 OM0629.The geoid height was determined by GEOID03.
 OM0629
 OM0629;                    North         East     Units Scale Factor Converg.
 OM0629;SPC WI S     -   125,896.511   633,400.224   MT  0.99994349   +0 16 55.5
 OM0629;SPC WI S     -   413,045.47  2,078,080.57   sFT  0.99994349   +0 16 55.5
 OM0629;UTM  16      - 4,778,788.490   289,385.289   MT  1.00014571   -1 46 15.8
 OM0629
 OM0629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0629!SPC WI S     -   0.99995025  x   0.99994349  =   0.99989375
 OM0629!UTM  16      -   0.99995025  x   1.00014571  =   1.00009596
 OM0629
 OM0629                          SUPERSEDED SURVEY CONTROL
 OM0629
 OM0629  NAD 83(1991)-  43 07 57.14707(N)    089 35 22.12272(W) AD(       ) 2
 OM0629  ELLIP H (11/21/91)  317.36   (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)         1154.     (f) GPS OBS        
 OM0629
 OM0629.Superseded values are not recommended for survey control.
 OM0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0629.See file dsdata.txt to determine how the superseded data were derived.
 OM0629
 OM0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8938578788(NAD 83)
 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 = OCTOBER  7, 2006
 DH5206 ***********************************************************************
 DH5206  DESIGNATION -  05 171E
 DH5206  PID         -  DH5206
 DH5206  STATE/COUNTY-  WI/MONROE
 DH5206  USGS QUAD   -  OAKDALE (1983)
 DH5206
 DH5206                         *CURRENT SURVEY CONTROL
 DH5206  ___________________________________________________________________
 DH5206* NAD 83(1997)-  43 58 27.89360(N)    090 24 09.20780(W)     ADJUSTED  
 DH5206* NAVD 88     -                                                        
 DH5206  ___________________________________________________________________
 DH5206  X           -     -32,302.495 (meters)                     COMP
 DH5206  Y           -  -4,597,517.462 (meters)                     COMP
 DH5206  Z           -   4,406,220.141 (meters)                     COMP
 DH5206  LAPLACE CORR-          -7.31  (seconds)                    DEFLEC99
 DH5206  ELLIP HEIGHT-         250.48  (meters)          (08/01/05) GPS OBS
 DH5206  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 DH5206
 DH5206  HORZ ORDER  -  FIRST
 DH5206  ELLP ORDER  -  SECOND    CLASS I
 DH5206
 DH5206.The horizontal coordinates were established by GPS observations
 DH5206.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5206
 DH5206
 DH5206.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5206
 DH5206.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5206
 DH5206.The ellipsoidal height was determined by GPS observations
 DH5206.and is referenced to NAD 83.
 DH5206
 DH5206.The geoid height was determined by GEOID03.
 DH5206
 DH5206;                    North         East     Units Scale Factor Converg.
 DH5206;SPC WI S     -   219,422.283   567,699.195   MT  0.99998257   -0 16 35.8
 DH5206;SPC WI S     -   719,887.94  1,862,526.44   sFT  0.99998257   -0 16 35.8
 DH5206;UTM  15      - 4,872,311.273   708,339.754   MT  1.00013388   +1 48 14.9
 DH5206
 DH5206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5206!SPC WI S     -   0.99996072  x   0.99998257  =   0.99994330
 DH5206!UTM  15      -   0.99996072  x   1.00013388  =   1.00009460
 DH5206
 DH5206                          SUPERSEDED SURVEY CONTROL
 DH5206
 DH5206.No superseded survey control is available for this station.
 DH5206
 DH5206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0834072311(NAD 83)
 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 - December 28, 2005
 DH5206
 DH5206  HISTORY     - Date     Condition        Report By
 DH5206  HISTORY     - 1997     MONUMENTED       WI-081
 DH5206  HISTORY     - 20030305 GOOD             WIDT
 DH5206  HISTORY     - 20051228 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0630 ***********************************************************************
 OM0630  DESIGNATION -  050
 OM0630  PID         -  OM0630
 OM0630  STATE/COUNTY-  WI/DANE
 OM0630  USGS QUAD   -  SPRINGFIELD CORNERS (1969)
 OM0630
 OM0630                         *CURRENT SURVEY CONTROL
 OM0630  ___________________________________________________________________
 OM0630* NAD 83(1997)-  43 08 12.49888(N)    089 34 51.39299(W)     ADJUSTED  
 OM0630* NAVD 88     -       346.3    (meters)    1136.     (feet)  VERTCON   
 OM0630  ___________________________________________________________________
 OM0630  X           -      34,095.808 (meters)                     COMP
 OM0630  Y           -  -4,661,677.787 (meters)                     COMP
 OM0630  Z           -   4,338,817.938 (meters)                     COMP
 OM0630  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 OM0630  ELLIP HEIGHT-         311.91  (meters)          (06/17/02) GPS OBS
 OM0630  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 OM0630
 OM0630  HORZ ORDER  -  SECOND
 OM0630  ELLP ORDER  -  FOURTH    CLASS I
 OM0630
 OM0630.The horizontal coordinates were established by GPS observations
 OM0630.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0630
 OM0630.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0630
 OM0630.The ellipsoidal height was determined by GPS observations
 OM0630.and is referenced to NAD 83.
 OM0630
 OM0630.The geoid height was determined by GEOID03.
 OM0630
 OM0630;                    North         East     Units Scale Factor Converg.
 OM0630;SPC WI S     -   126,373.671   634,092.365   MT  0.99994314   +0 17 16.6
 OM0630;SPC WI S     -   414,610.95  2,080,351.37   sFT  0.99994314   +0 17 16.6
 OM0630;UTM  16      - 4,779,240.636   290,094.223   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  =   0.99989423
 OM0630!UTM  16      -   0.99995109  x   1.00014205  =   1.00009313
 OM0630
 OM0630                          SUPERSEDED SURVEY CONTROL
 OM0630
 OM0630  NAD 83(1991)-  43 08 12.49834(N)    089 34 51.39162(W) AD(       ) 2
 OM0630  ELLIP H (11/21/91)  312.02   (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)         1136.     (f) GPS OBS        
 OM0630
 OM0630.Superseded values are not recommended for survey control.
 OM0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0630.See file dsdata.txt to determine how the superseded data were derived.
 OM0630
 OM0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9009479241(NAD 83)
 OM0630_MARKER: DD = SURVEY DISK
 OM0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0630_SP_SET: 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 = OCTOBER  7, 2006
 OM0631 ***********************************************************************
 OM0631  DESIGNATION -  051
 OM0631  PID         -  OM0631
 OM0631  STATE/COUNTY-  WI/DANE
 OM0631  USGS QUAD   -  BLACK EARTH (1982)
 OM0631
 OM0631                         *CURRENT SURVEY CONTROL
 OM0631  ___________________________________________________________________
 OM0631* NAD 83(1997)-  43 07 59.65612(N)    089 38 25.38887(W)     ADJUSTED  
 OM0631* NAVD 88     -       345.4    (meters)    1133.     (feet)  VERTCON   
 OM0631  ___________________________________________________________________
 OM0631  X           -      29,261.084 (meters)                     COMP
 OM0631  Y           -  -4,661,981.037 (meters)                     COMP
 OM0631  Z           -   4,338,528.146 (meters)                     COMP
 OM0631  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 OM0631  ELLIP HEIGHT-         311.09  (meters)          (06/17/02) GPS OBS
 OM0631  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 OM0631
 OM0631  HORZ ORDER  -  SECOND
 OM0631  ELLP ORDER  -  FOURTH    CLASS I
 OM0631
 OM0631.The horizontal coordinates were established by GPS observations
 OM0631.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0631
 OM0631.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0631
 OM0631.The ellipsoidal height was determined by GPS observations
 OM0631.and is referenced to NAD 83.
 OM0631
 OM0631.The geoid height was determined by GEOID03.
 OM0631
 OM0631;                    North         East     Units Scale Factor Converg.
 OM0631;SPC WI S     -   125,954.793   629,258.105   MT  0.99994343   +0 14 49.5
 OM0631;SPC WI S     -   413,236.68  2,064,490.97   sFT  0.99994343   +0 14 49.5
 OM0631;UTM  16      - 4,778,995.169   285,247.036   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                          SUPERSEDED SURVEY CONTROL
 OM0631
 OM0631  NAD 83(1991)-  43 07 59.65559(N)    089 38 25.38753(W) AD(       ) 2
 OM0631  ELLIP H (11/21/91)  311.21   (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)         1134.     (f) GPS OBS        
 OM0631
 OM0631.Superseded values are not recommended for survey control.
 OM0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0631.See file dsdata.txt to determine how the superseded data were derived.
 OM0631
 OM0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8524778995(NAD 83)
 OM0631_MARKER: DD = SURVEY DISK
 OM0631_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OM0631_SP_SET: 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 = OCTOBER  7, 2006
 OM0632 ***********************************************************************
 OM0632  DESIGNATION -  052
 OM0632  PID         -  OM0632
 OM0632  STATE/COUNTY-  WI/DANE
 OM0632  USGS QUAD   -  MIDDLETON (1983)
 OM0632
 OM0632                         *CURRENT SURVEY CONTROL
 OM0632  ___________________________________________________________________
 OM0632* NAD 83(1997)-  43 07 18.49647(N)    089 34 51.72163(W)     ADJUSTED  
 OM0632* NAVD 88     -       347.3    (meters)    1139.     (feet)  VERTCON   
 OM0632  ___________________________________________________________________
 OM0632  X           -      34,096.717 (meters)                     COMP
 OM0632  Y           -  -4,662,817.926 (meters)                     COMP
 OM0632  Z           -   4,337,602.354 (meters)                     COMP
 OM0632  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 OM0632  ELLIP HEIGHT-         312.95  (meters)          (06/17/02) GPS OBS
 OM0632  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 OM0632
 OM0632  HORZ ORDER  -  SECOND
 OM0632  ELLP ORDER  -  FOURTH    CLASS I
 OM0632
 OM0632.The horizontal coordinates were established by GPS observations
 OM0632.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0632
 OM0632.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0632
 OM0632.The ellipsoidal height was determined by GPS observations
 OM0632.and is referenced to NAD 83.
 OM0632
 OM0632.The geoid height was determined by GEOID03.
 OM0632
 OM0632;                    North         East     Units Scale Factor Converg.
 OM0632;SPC WI S     -   124,707.245   634,093.311   MT  0.99994438   +0 17 16.3
 OM0632;SPC WI S     -   409,143.69  2,080,354.47   sFT  0.99994438   +0 17 16.3
 OM0632;UTM  16      - 4,777,574.916   290,035.458   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                          SUPERSEDED SURVEY CONTROL
 OM0632
 OM0632  NAD 83(1991)-  43 07 18.49595(N)    089 34 51.72026(W) AD(       ) 2
 OM0632  ELLIP H (11/21/91)  313.06   (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)         1140.     (f) GPS OBS        
 OM0632
 OM0632.Superseded values are not recommended for survey control.
 OM0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0632.See file dsdata.txt to determine how the superseded data were derived.
 OM0632
 OM0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9003577575(NAD 83)
 OM0632_MARKER: DD = SURVEY DISK
 OM0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0632_SP_SET: 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 = OCTOBER  7, 2006
 OM0633 ***********************************************************************
 OM0633  DESIGNATION -  053
 OM0633  PID         -  OM0633
 OM0633  STATE/COUNTY-  WI/DANE
 OM0633  USGS QUAD   -  SPRINGFIELD CORNERS (1969)
 OM0633
 OM0633                         *CURRENT SURVEY CONTROL
 OM0633  ___________________________________________________________________
 OM0633* NAD 83(1997)-  43 07 33.33316(N)    089 37 13.62684(W)     ADJUSTED  
 OM0633* NAVD 88     -       284.9    (meters)     935.     (feet)  VERTCON   
 OM0633  ___________________________________________________________________
 OM0633  X           -      30,886.428 (meters)                     COMP
 OM0633  Y           -  -4,662,481.764 (meters)                     COMP
 OM0633  Z           -   4,337,893.906 (meters)                     COMP
 OM0633  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 OM0633  ELLIP HEIGHT-         250.57  (meters)          (06/17/02) GPS OBS
 OM0633  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 OM0633
 OM0633  HORZ ORDER  -  SECOND
 OM0633  ELLP ORDER  -  FOURTH    CLASS I
 OM0633
 OM0633.The horizontal coordinates were established by GPS observations
 OM0633.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0633
 OM0633.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0633
 OM0633.The ellipsoidal height was determined by GPS observations
 OM0633.and is referenced to NAD 83.
 OM0633
 OM0633.The geoid height was determined by GEOID03.
 OM0633
 OM0633;                    North         East     Units Scale Factor Converg.
 OM0633;SPC WI S     -   125,149.714   630,883.607   MT  0.99994403   +0 15 38.8
 OM0633;SPC WI S     -   410,595.35  2,069,823.97   sFT  0.99994403   +0 15 38.8
 OM0633;UTM  16      - 4,778,132.188   286,843.005   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                          SUPERSEDED SURVEY CONTROL
 OM0633
 OM0633  NAD 83(1991)-  43 07 33.33263(N)    089 37 13.62547(W) AD(       ) 2
 OM0633  ELLIP H (11/21/91)  250.69   (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)          935.     (f) GPS OBS        
 OM0633
 OM0633.Superseded values are not recommended for survey control.
 OM0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0633.See file dsdata.txt to determine how the superseded data were derived.
 OM0633
 OM0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8684378132(NAD 83)
 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 = OCTOBER  7, 2006
 OM0634 ***********************************************************************
 OM0634  DESIGNATION -  054
 OM0634  PID         -  OM0634
 OM0634  STATE/COUNTY-  WI/DANE
 OM0634  USGS QUAD   -  MIDDLETON (1983)
 OM0634
 OM0634                         *CURRENT SURVEY CONTROL
 OM0634  ___________________________________________________________________
 OM0634* NAD 83(1997)-  43 06 55.24321(N)    089 37 07.66726(W)     ADJUSTED  
 OM0634* NAVD 88     -       288.6    (meters)     947.     (feet)  VERTCON   
 OM0634  ___________________________________________________________________
 OM0634  X           -      31,026.504 (meters)                     COMP
 OM0634  Y           -  -4,663,287.038 (meters)                     COMP
 OM0634  Z           -   4,337,038.417 (meters)                     COMP
 OM0634  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 OM0634  ELLIP HEIGHT-         254.26  (meters)          (06/17/02) GPS OBS
 OM0634  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 OM0634
 OM0634  HORZ ORDER  -  SECOND
 OM0634  ELLP ORDER  -  FOURTH    CLASS I
 OM0634
 OM0634.The horizontal coordinates were established by GPS observations
 OM0634.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0634
 OM0634.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0634
 OM0634.The ellipsoidal height was determined by GPS observations
 OM0634.and is referenced to NAD 83.
 OM0634
 OM0634.The geoid height was determined by GEOID03.
 OM0634
 OM0634;                    North         East     Units Scale Factor Converg.
 OM0634;SPC WI S     -   123,974.960   631,023.682   MT  0.99994493   +0 15 42.9
 OM0634;SPC WI S     -   406,741.18  2,070,283.53   sFT  0.99994493   +0 15 42.9
 OM0634;UTM  16      - 4,776,952.918   286,940.933   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  =   1.00011858
 OM0634
 OM0634                          SUPERSEDED SURVEY CONTROL
 OM0634
 OM0634  NAD 83(1991)-  43 06 55.24270(N)    089 37 07.66591(W) AD(       ) 2
 OM0634  ELLIP H (11/21/91)  254.38   (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)          947.     (f) GPS OBS        
 OM0634
 OM0634.Superseded values are not recommended for survey control.
 OM0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0634.See file dsdata.txt to determine how the superseded data were derived.
 OM0634
 OM0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8694176953(NAD 83)
 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 = OCTOBER  7, 2006
 OM0635 ***********************************************************************
 OM0635  DESIGNATION -  057
 OM0635  PID         -  OM0635
 OM0635  STATE/COUNTY-  WI/DANE
 OM0635  USGS QUAD   -  MIDDLETON (1983)
 OM0635
 OM0635                         *CURRENT SURVEY CONTROL
 OM0635  ___________________________________________________________________
 OM0635* NAD 83(1997)-  43 07 03.36038(N)    089 36 02.90073(W)     ADJUSTED  
 OM0635* NAVD 88     -       307.3    (meters)    1008.     (feet)  VERTCON   
 OM0635  ___________________________________________________________________
 OM0635  X           -      32,489.663 (meters)                     COMP
 OM0635  Y           -  -4,663,119.475 (meters)                     COMP
 OM0635  Z           -   4,337,234.030 (meters)                     COMP
 OM0635  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 OM0635  ELLIP HEIGHT-         272.92  (meters)          (06/17/02) GPS OBS
 OM0635  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 OM0635
 OM0635  HORZ ORDER  -  SECOND
 OM0635  ELLP ORDER  -  FOURTH    CLASS I
 OM0635
 OM0635.The horizontal coordinates were established by GPS observations
 OM0635.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0635
 OM0635.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0635
 OM0635.The ellipsoidal height was determined by GPS observations
 OM0635.and is referenced to NAD 83.
 OM0635
 OM0635.The geoid height was determined by GEOID03.
 OM0635
 OM0635;                    North         East     Units Scale Factor Converg.
 OM0635;SPC WI S     -   124,232.288   632,486.618   MT  0.99994474   +0 16 27.4
 OM0635;SPC WI S     -   407,585.43  2,075,083.18   sFT  0.99994474   +0 16 27.4
 OM0635;UTM  16      - 4,777,157.728   288,412.456   MT  1.00015077   -1 46 41.9
 OM0635
 OM0635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0635!SPC WI S     -   0.99995720  x   0.99994474  =   0.99990194
 OM0635!UTM  16      -   0.99995720  x   1.00015077  =   1.00010797
 OM0635
 OM0635                          SUPERSEDED SURVEY CONTROL
 OM0635
 OM0635  NAD 83(1991)-  43 07 03.35986(N)    089 36 02.89937(W) AD(       ) 2
 OM0635  ELLIP H (11/21/91)  273.04   (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)         1009.     (f) GPS OBS        
 OM0635
 OM0635.Superseded values are not recommended for survey control.
 OM0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0635.See file dsdata.txt to determine how the superseded data were derived.
 OM0635
 OM0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8841277158(NAD 83)
 OM0635_MARKER: DD = SURVEY DISK
 OM0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0635_SP_SET: 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 = OCTOBER  7, 2006
 DH5087 ***********************************************************************
 DH5087  DESIGNATION -  06 151W
 DH5087  PID         -  DH5087
 DH5087  STATE/COUNTY-  WI/MONROE
 DH5087  USGS QUAD   -  WILTON (1983)
 DH5087
 DH5087                         *CURRENT SURVEY CONTROL
 DH5087  ___________________________________________________________________
 DH5087* NAD 83(1997)-  43 48 05.08561(N)    090 33 03.47075(W)     ADJUSTED  
 DH5087* NAVD 88     -                                                        
 DH5087  ___________________________________________________________________
 DH5087  X           -     -44,339.314 (meters)                     COMP
 DH5087  Y           -  -4,610,785.452 (meters)                     COMP
 DH5087  Z           -   4,392,405.790 (meters)                     COMP
 DH5087  LAPLACE CORR-          -6.71  (seconds)                    DEFLEC99
 DH5087  ELLIP HEIGHT-         307.75  (meters)          (08/01/05) GPS OBS
 DH5087  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 DH5087
 DH5087  HORZ ORDER  -  FIRST
 DH5087  ELLP ORDER  -  SECOND    CLASS I
 DH5087
 DH5087.The horizontal coordinates were established by GPS observations
 DH5087.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5087
 DH5087
 DH5087.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5087
 DH5087.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5087
 DH5087.The ellipsoidal height was determined by GPS observations
 DH5087.and is referenced to NAD 83.
 DH5087
 DH5087.The geoid height was determined by GEOID03.
 DH5087
 DH5087;                    North         East     Units Scale Factor Converg.
 DH5087;SPC WI S     -   200,269.096   555,664.372   MT  0.99995690   -0 22 42.8
 DH5087;SPC WI S     -   657,049.53  1,823,042.19   sFT  0.99995690   -0 22 42.8
 DH5087;UTM  15      - 4,852,731.739   697,005.603   MT  1.00007739   +1 41 44.4
 DH5087
 DH5087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5087!SPC WI S     -   0.99995174  x   0.99995690  =   0.99990865
 DH5087!UTM  15      -   0.99995174  x   1.00007739  =   1.00002913
 DH5087
 DH5087                          SUPERSEDED SURVEY CONTROL
 DH5087
 DH5087.No superseded survey control is available for this station.
 DH5087
 DH5087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9700652732(NAD 83)
 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 - December 28, 2005
 DH5087
 DH5087  HISTORY     - Date     Condition        Report By
 DH5087  HISTORY     - 1997     MONUMENTED       WI-081
 DH5087  HISTORY     - 20030304 GOOD             WIDT
 DH5087  HISTORY     - 20051228 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0636 ***********************************************************************
 OM0636  DESIGNATION -  060
 OM0636  PID         -  OM0636
 OM0636  STATE/COUNTY-  WI/DANE
 OM0636  USGS QUAD   -  CROSS PLAINS (1982)
 OM0636
 OM0636                         *CURRENT SURVEY CONTROL
 OM0636  ___________________________________________________________________
 OM0636* NAD 83(1997)-  43 01 02.29217(N)    089 39 41.02014(W)     ADJUSTED  
 OM0636* NAVD 88     -       340.6    (meters)    1117.     (feet)  VERTCON   
 OM0636  ___________________________________________________________________
 OM0636  X           -      27,603.637 (meters)                     COMP
 OM0636  Y           -  -4,670,784.693 (meters)                     COMP
 OM0636  Z           -   4,329,116.585 (meters)                     COMP
 OM0636  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 OM0636  ELLIP HEIGHT-         306.58  (meters)          (06/17/02) GPS OBS
 OM0636  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 OM0636
 OM0636  HORZ ORDER  -  SECOND
 OM0636  ELLP ORDER  -  FOURTH    CLASS I
 OM0636
 OM0636.The horizontal coordinates were established by GPS observations
 OM0636.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0636
 OM0636.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0636
 OM0636.The ellipsoidal height was determined by GPS observations
 OM0636.and is referenced to NAD 83.
 OM0636
 OM0636.The geoid height was determined by GEOID03.
 OM0636
 OM0636;                    North         East     Units Scale Factor Converg.
 OM0636;SPC WI S     -   113,068.759   627,601.151   MT  0.99995487   +0 13 57.6
 OM0636;SPC WI S     -   370,959.75  2,059,054.78   sFT  0.99995487   +0 13 57.6
 OM0636;UTM  16      - 4,766,173.818   283,129.486   MT  1.00017863   -1 48 58.9
 OM0636
 OM0636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0636!SPC WI S     -   0.99995192  x   0.99995487  =   0.99990680
 OM0636!UTM  16      -   0.99995192  x   1.00017863  =   1.00013054
 OM0636
 OM0636                          SUPERSEDED SURVEY CONTROL
 OM0636
 OM0636  NAD 83(1991)-  43 01 02.29169(N)    089 39 41.01876(W) AD(       ) 2
 OM0636  ELLIP H (11/21/91)  306.69   (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)         1118.     (f) GPS OBS        
 OM0636
 OM0636.Superseded values are not recommended for survey control.
 OM0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0636.See file dsdata.txt to determine how the superseded data were derived.
 OM0636
 OM0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8312966174(NAD 83)
 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 = OCTOBER  7, 2006
 OM0637 ***********************************************************************
 OM0637  DESIGNATION -  061
 OM0637  PID         -  OM0637
 OM0637  STATE/COUNTY-  WI/DANE
 OM0637  USGS QUAD   -  SAUK CITY (1975)
 OM0637
 OM0637                         *CURRENT SURVEY CONTROL
 OM0637  ___________________________________________________________________
 OM0637* NAD 83(1997)-  43 17 35.69817(N)    089 38 26.34938(W)     ADJUSTED  
 OM0637* NAVD 88     -       266.3    (meters)     874.     (feet)  VERTCON   
 OM0637  ___________________________________________________________________
 OM0637  X           -      29,162.667 (meters)                     COMP
 OM0637  Y           -  -4,649,750.848 (meters)                     COMP
 OM0637  Z           -   4,351,430.121 (meters)                     COMP
 OM0637  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 OM0637  ELLIP HEIGHT-         231.51  (meters)          (06/17/02) GPS OBS
 OM0637  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 OM0637
 OM0637  HORZ ORDER  -  SECOND
 OM0637  ELLP ORDER  -  FOURTH    CLASS I
 OM0637
 OM0637.The horizontal coordinates were established by GPS observations
 OM0637.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0637
 OM0637.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0637
 OM0637.The ellipsoidal height was determined by GPS observations
 OM0637.and is referenced to NAD 83.
 OM0637
 OM0637.The geoid height was determined by GEOID03.
 OM0637
 OM0637;                    North         East     Units Scale Factor Converg.
 OM0637;SPC WI S     -   143,730.236   629,159.796   MT  0.99993432   +0 14 48.9
 OM0637;SPC WI S     -   471,554.95  2,064,168.43   sFT  0.99993432   +0 14 48.9
 OM0637;UTM  16      - 4,796,766.745   285,786.534   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  =   0.99989802
 OM0637!UTM  16      -   0.99996370  x   1.00016450  =   1.00012819
 OM0637
 OM0637                          SUPERSEDED SURVEY CONTROL
 OM0637
 OM0637  NAD 83(1991)-  43 17 35.69722(N)    089 38 26.34812(W) AD(       ) 2
 OM0637  ELLIP H (11/21/91)  231.71   (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)          874.     (f) GPS OBS        
 OM0637
 OM0637.Superseded values are not recommended for survey control.
 OM0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0637.See file dsdata.txt to determine how the superseded data were derived.
 OM0637
 OM0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8578796767(NAD 83)
 OM0637_MARKER: DD = SURVEY DISK
 OM0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0637_SP_SET: 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 = OCTOBER  7, 2006
 OM0638 ***********************************************************************
 OM0638  DESIGNATION -  062
 OM0638  PID         -  OM0638
 OM0638  STATE/COUNTY-  WI/DANE
 OM0638  USGS QUAD   -  LODI (1975)
 OM0638
 OM0638                         *CURRENT SURVEY CONTROL
 OM0638  ___________________________________________________________________
 OM0638* NAD 83(1997)-  43 17 37.23525(N)    089 30 39.37633(W)     ADJUSTED  
 OM0638* NAVD 88     -       280.3    (meters)     920.     (feet)  VERTCON   
 OM0638  ___________________________________________________________________
 OM0638  X           -      39,689.193 (meters)                     COMP
 OM0638  Y           -  -4,649,650.549 (meters)                     COMP
 OM0638  Z           -   4,351,474.228 (meters)                     COMP
 OM0638  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 OM0638  ELLIP HEIGHT-         245.48  (meters)          (06/17/02) GPS OBS
 OM0638  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 OM0638
 OM0638  HORZ ORDER  -  SECOND
 OM0638  ELLP ORDER  -  FOURTH    CLASS I
 OM0638
 OM0638.The horizontal coordinates were established by GPS observations
 OM0638.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0638
 OM0638.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0638
 OM0638.The ellipsoidal height was determined by GPS observations
 OM0638.and is referenced to NAD 83.
 OM0638
 OM0638.The geoid height was determined by GEOID03.
 OM0638
 OM0638;                    North         East     Units Scale Factor Converg.
 OM0638;SPC WI S     -   143,831.215   639,685.315   MT  0.99993430   +0 20 09.7
 OM0638;SPC WI S     -   471,886.24  2,098,700.90   sFT  0.99993430   +0 20 09.7
 OM0638;UTM  16      - 4,796,489.541   296,311.023   MT  1.00011039   -1 43 20.8
 OM0638
 OM0638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0638!SPC WI S     -   0.99996151  x   0.99993430  =   0.99989581
 OM0638!UTM  16      -   0.99996151  x   1.00011039  =   1.00007189
 OM0638
 OM0638                          SUPERSEDED SURVEY CONTROL
 OM0638
 OM0638  NAD 83(1991)-  43 17 37.23425(N)    089 30 39.37567(W) AD(       ) 2
 OM0638  ELLIP H (11/21/91)  245.67   (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)          920.     (f) GPS OBS        
 OM0638
 OM0638.Superseded values are not recommended for survey control.
 OM0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0638.See file dsdata.txt to determine how the superseded data were derived.
 OM0638
 OM0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9631196490(NAD 83)
 OM0638_MARKER: DD = SURVEY DISK
 OM0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0638_SP_SET: 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 = OCTOBER  7, 2006
 OM0639 ***********************************************************************
 OM0639  DESIGNATION -  063
 OM0639  PID         -  OM0639
 OM0639  STATE/COUNTY-  WI/DANE
 OM0639  USGS QUAD   -  ARLINGTON (1984)
 OM0639
 OM0639                         *CURRENT SURVEY CONTROL
 OM0639  ___________________________________________________________________
 OM0639* NAD 83(1997)-  43 17 39.13891(N)    089 27 07.58375(W)     ADJUSTED  
 OM0639* NAVD 88     -       307.7    (meters)    1010.     (feet)  VERTCON   
 OM0639  ___________________________________________________________________
 OM0639  X           -      44,463.235 (meters)                     COMP
 OM0639  Y           -  -4,649,587.030 (meters)                     COMP
 OM0639  Z           -   4,351,535.806 (meters)                     COMP
 OM0639  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 OM0639  ELLIP HEIGHT-         272.92  (meters)          (06/17/02) GPS OBS
 OM0639  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 OM0639
 OM0639  HORZ ORDER  -  SECOND
 OM0639  ELLP ORDER  -  FOURTH    CLASS I
 OM0639
 OM0639.The horizontal coordinates were established by GPS observations
 OM0639.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0639
 OM0639.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0639
 OM0639.The ellipsoidal height was determined by GPS observations
 OM0639.and is referenced to NAD 83.
 OM0639
 OM0639.The geoid height was determined by GEOID03.
 OM0639
 OM0639;                    North         East     Units Scale Factor Converg.
 OM0639;SPC WI S     -   143,919.640   644,458.771   MT  0.99993428   +0 22 35.3
 OM0639;SPC WI S     -   472,176.35  2,114,361.82   sFT  0.99993428   +0 22 35.3
 OM0639;UTM  16      - 4,796,406.434   301,085.359   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  =   0.99989149
 OM0639!UTM  16      -   0.99995720  x   1.00008674  =   1.00004394
 OM0639
 OM0639                          SUPERSEDED SURVEY CONTROL
 OM0639
 OM0639  NAD 83(1991)-  43 17 39.13790(N)    089 27 07.58326(W) AD(       ) 2
 OM0639  ELLIP H (11/21/91)  273.10   (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)         1010.     (f) GPS OBS        
 OM0639
 OM0639.Superseded values are not recommended for survey control.
 OM0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0639.See file dsdata.txt to determine how the superseded data were derived.
 OM0639
 OM0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0108596406(NAD 83)
 OM0639_MARKER: DD = SURVEY DISK
 OM0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0639_SP_SET: 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 = OCTOBER  7, 2006
 OM0640 ***********************************************************************
 OM0640  DESIGNATION -  064
 OM0640  PID         -  OM0640
 OM0640  STATE/COUNTY-  WI/DANE
 OM0640  USGS QUAD   -  MORRISONVILLE (1984)
 OM0640
 OM0640                         *CURRENT SURVEY CONTROL
 OM0640  ___________________________________________________________________
 OM0640* NAD 83(1997)-  43 17 38.13477(N)    089 21 46.95528(W)     ADJUSTED  
 OM0640* NAVD 88     -       305.5    (meters)    1002.     (feet)  VERTCON   
 OM0640  ___________________________________________________________________
 OM0640  X           -      51,690.950 (meters)                     COMP
 OM0640  Y           -  -4,649,531.924 (meters)                     COMP
 OM0640  Z           -   4,351,511.721 (meters)                     COMP
 OM0640  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 OM0640  ELLIP HEIGHT-         270.69  (meters)          (06/17/02) GPS OBS
 OM0640  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 OM0640
 OM0640  HORZ ORDER  -  SECOND
 OM0640  ELLP ORDER  -  FOURTH    CLASS I
 OM0640
 OM0640.The horizontal coordinates were established by GPS observations
 OM0640.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0640
 OM0640.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0640
 OM0640.The ellipsoidal height was determined by GPS observations
 OM0640.and is referenced to NAD 83.
 OM0640
 OM0640.The geoid height was determined by GEOID03.
 OM0640
 OM0640;                    North         East     Units Scale Factor Converg.
 OM0640;SPC WI S     -   143,939.999   651,685.926   MT  0.99993429   +0 26 15.6
 OM0640;SPC WI S     -   472,243.15  2,138,072.91   sFT  0.99993429   +0 26 15.6
 OM0640;UTM  16      - 4,796,167.142   308,309.556   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                          SUPERSEDED SURVEY CONTROL
 OM0640
 OM0640  NAD 83(1991)-  43 17 38.13370(N)    089 21 46.95476(W) AD(       ) 2
 OM0640  ELLIP H (11/21/91)  270.84   (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)         1002.     (f) GPS OBS        
 OM0640
 OM0640.Superseded values are not recommended for survey control.
 OM0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0640.See file dsdata.txt to determine how the superseded data were derived.
 OM0640
 OM0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0831096167(NAD 83)
 OM0640_MARKER: DD = SURVEY DISK
 OM0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0640_SP_SET: 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 = OCTOBER  7, 2006
 OM1220 ***********************************************************************
 OM1220  DESIGNATION -  065
 OM1220  PID         -  OM1220
 OM1220  STATE/COUNTY-  WI/DANE
 OM1220  USGS QUAD   -  MORRISONVILLE (1984)
 OM1220
 OM1220                         *CURRENT SURVEY CONTROL
 OM1220  ___________________________________________________________________
 OM1220* NAD 83(1991)-  43 16 52.34426(N)    089 17 06.57391(W)     ADJUSTED  
 OM1220* NAVD 88     -       312.8    (meters)    1026.     (feet)  VERTCON   
 OM1220  ___________________________________________________________________
 OM1220  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 OM1220  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 OM1220
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1220
 OM1220.The geoid height was determined by GEOID03.
 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     -   0.99995640  x   0.99993473  =   0.99989114
 OM1220!UTM  16      -   0.99995640  x   1.00002290  =   0.99997930
 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)         1027.     (f) GPS OBS        
 OM1220
 OM1220.Superseded values are not recommended for survey control.
 OM1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1220.See file dsdata.txt to determine how the superseded data were derived.
 OM1220
 OM1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1458994579(NAD 83)
 OM1220_MARKER: A = ALUMINUM MARKER
 OM1220_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 OM1220_SP_SET: SURROUNDED BY MASS OF CONCRETE
 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 = OCTOBER  7, 2006
 OM1221 ***********************************************************************
 OM1221  DESIGNATION -  066
 OM1221  PID         -  OM1221
 OM1221  STATE/COUNTY-  WI/DANE
 OM1221  USGS QUAD   -  NORTH BRISTOL (1980)
 OM1221
 OM1221                         *CURRENT SURVEY CONTROL
 OM1221  ___________________________________________________________________
 OM1221* NAD 83(1991)-  43 16 57.29862(N)    089 11 48.55457(W)     ADJUSTED  
 OM1221* NAVD 88     -       283.0    (meters)     928.     (feet)  VERTCON   
 OM1221  ___________________________________________________________________
 OM1221  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 OM1221  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 OM1221
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1221
 OM1221.The geoid height was determined by GEOID03.
 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     -   0.99996109  x   0.99993468  =   0.99989577
 OM1221!UTM  16      -   0.99996109  x   0.99999081  =   0.99995190
 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)          929.     (f) GPS OBS        
 OM1221
 OM1221.Superseded values are not recommended for survey control.
 OM1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1221.See file dsdata.txt to determine how the superseded data were derived.
 OM1221
 OM1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2176194539(NAD 83)
 OM1221_MARKER: A = ALUMINUM MARKER
 OM1221_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 OM1221_SP_SET: SURROUNDED BY MASS OF CONCRETE
 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 = OCTOBER  7, 2006
 OM1222 ***********************************************************************
 OM1222  DESIGNATION -  067 A
 OM1222  PID         -  OM1222
 OM1222  STATE/COUNTY-  WI/DANE
 OM1222  USGS QUAD   -  COLUMBUS (1980)
 OM1222
 OM1222                         *CURRENT SURVEY CONTROL
 OM1222  ___________________________________________________________________
 OM1222* NAD 83(1991)-  43 16 39.64722(N)    089 00 32.62474(W)     ADJUSTED  
 OM1222* NAVD 88     -       259.7    (meters)     852.     (feet)  VERTCON   
 OM1222  ___________________________________________________________________
 OM1222  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 OM1222  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 OM1222
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1222
 OM1222.The geoid height was determined by GEOID03.
 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     -   0.99996475  x   0.99993486  =   0.99989961
 OM1222!UTM  16      -   0.99996475  x   0.99992691  =   0.99989166
 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)          852.     (f) GPS OBS        
 OM1222
 OM1222.Superseded values are not recommended for survey control.
 OM1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1222.See file dsdata.txt to determine how the superseded data were derived.
 OM1222
 OM1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3698293611(NAD 83)
 OM1222_MARKER: DD = SURVEY DISK
 OM1222_SETTING: 0 = UNSPECIFIED SETTING
 OM1222_SP_SET: UNSPECIFIED SHALLOW
 OM1222_STAMPING: 067A 1988
 OM1222_MARK LOGO: WI-025
 OM1222_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OM1222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = OCTOBER  7, 2006
 OM0641 ***********************************************************************
 OM0641  DESIGNATION -  068
 OM0641  PID         -  OM0641
 OM0641  STATE/COUNTY-  WI/DANE
 OM0641  USGS QUAD   -  SPRINGFIELD CORNERS (1969)
 OM0641
 OM0641                         *CURRENT SURVEY CONTROL
 OM0641  ___________________________________________________________________
 OM0641* NAD 83(1997)-  43 14 59.64151(N)    089 33 44.53239(W)     ADJUSTED  
 OM0641* NAVD 88     -       299.7    (meters)     983.     (feet)  VERTCON   
 OM0641  ___________________________________________________________________
 OM0641  X           -      35,540.935 (meters)                     COMP
 OM0641  Y           -  -4,653,032.181 (meters)                     COMP
 OM0641  Z           -   4,347,946.297 (meters)                     COMP
 OM0641  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 OM0641  ELLIP HEIGHT-         264.92  (meters)          (06/17/02) GPS OBS
 OM0641  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 OM0641
 OM0641  HORZ ORDER  -  SECOND
 OM0641  ELLP ORDER  -  FOURTH    CLASS I
 OM0641
 OM0641.The horizontal coordinates were established by GPS observations
 OM0641.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0641
 OM0641.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0641
 OM0641.The ellipsoidal height was determined by GPS observations
 OM0641.and is referenced to NAD 83.
 OM0641
 OM0641.The geoid height was determined by GEOID03.
 OM0641
 OM0641;                    North         East     Units Scale Factor Converg.
 OM0641;SPC WI S     -   138,944.975   635,537.370   MT  0.99993602   +0 18 02.5
 OM0641;SPC WI S     -   455,855.31  2,085,092.19   sFT  0.99993602   +0 18 02.5
 OM0641;UTM  16      - 4,791,754.510   291,989.499   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  =   1.00009074
 OM0641
 OM0641                          SUPERSEDED SURVEY CONTROL
 OM0641
 OM0641  NAD 83(1991)-  43 14 59.64079(N)    089 33 44.53231(W) AD(       ) 2
 OM0641  ELLIP H (11/21/91)  265.06   (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)          983.     (f) GPS OBS        
 OM0641
 OM0641.Superseded values are not recommended for survey control.
 OM0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0641.See file dsdata.txt to determine how the superseded data were derived.
 OM0641
 OM0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9198991755(NAD 83)
 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 = OCTOBER  7, 2006
 OM0642 ***********************************************************************
 OM0642  DESIGNATION -  069
 OM0642  PID         -  OM0642
 OM0642  STATE/COUNTY-  WI/DANE
 OM0642  USGS QUAD   -  ARLINGTON (1984)
 OM0642
 OM0642                         *CURRENT SURVEY CONTROL
 OM0642  ___________________________________________________________________
 OM0642* NAD 83(1997)-  43 15 01.71527(N)    089 27 28.16121(W)     ADJUSTED  
 OM0642* NAVD 88     -       328.0    (meters)    1076.     (feet)  VERTCON   
 OM0642  ___________________________________________________________________
 OM0642  X           -      44,031.034 (meters)                     COMP
 OM0642  Y           -  -4,652,936.346 (meters)                     COMP
 OM0642  Z           -   4,348,012.303 (meters)                     COMP
 OM0642  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 OM0642  ELLIP HEIGHT-         293.22  (meters)          (06/17/02) GPS OBS
 OM0642  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 OM0642
 OM0642  HORZ ORDER  -  SECOND
 OM0642  ELLP ORDER  -  FOURTH    CLASS I
 OM0642
 OM0642.The horizontal coordinates were established by GPS observations
 OM0642.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0642
 OM0642.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0642
 OM0642.The ellipsoidal height was determined by GPS observations
 OM0642.and is referenced to NAD 83.
 OM0642
 OM0642.The geoid height was determined by GEOID03.
 OM0642
 OM0642;                    North         East     Units Scale Factor Converg.
 OM0642;SPC WI S     -   139,058.844   644,026.542   MT  0.99993599   +0 22 21.1
 OM0642;SPC WI S     -   456,228.89  2,112,943.75   sFT  0.99993599   +0 22 21.1
 OM0642;UTM  16      - 4,791,563.551   300,478.772   MT  1.00008972   -1 41 04.7
 OM0642
 OM0642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0642!SPC WI S     -   0.99995402  x   0.99993599  =   0.99989001
 OM0642!UTM  16      -   0.99995402  x   1.00008972  =   1.00004374
 OM0642
 OM0642                          SUPERSEDED SURVEY CONTROL
 OM0642
 OM0642  NAD 83(1991)-  43 15 01.71457(N)    089 27 28.16035(W) AD(       ) 2
 OM0642  ELLIP H (11/21/91)  293.35   (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)         1076.     (f) GPS OBS        
 OM0642
 OM0642.Superseded values are not recommended for survey control.
 OM0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0642.See file dsdata.txt to determine how the superseded data were derived.
 OM0642
 OM0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0047991564(NAD 83)
 OM0642_MARKER: DD = SURVEY DISK
 OM0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0642_SP_SET: 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 = OCTOBER  7, 2006
 DH5408 ***********************************************************************
 DH5408  DESIGNATION -  07 171W
 DH5408  PID         -  DH5408
 DH5408  STATE/COUNTY-  WI/MONROE
 DH5408  USGS QUAD   -  TOMAH (1983)
 DH5408
 DH5408                         *CURRENT SURVEY CONTROL
 DH5408  ___________________________________________________________________
 DH5408* NAD 83(1997)-  43 58 05.80360(N)    090 32 07.19562(W)     ADJUSTED  
 DH5408* NAVD 88     -                                                        
 DH5408  ___________________________________________________________________
 DH5408  X           -     -42,960.962 (meters)                     COMP
 DH5408  Y           -  -4,597,912.350 (meters)                     COMP
 DH5408  Z           -   4,405,737.858 (meters)                     COMP
 DH5408  LAPLACE CORR-          -5.95  (seconds)                    DEFLEC99
 DH5408  ELLIP HEIGHT-         262.60  (meters)          (08/01/05) GPS OBS
 DH5408  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 DH5408
 DH5408  HORZ ORDER  -  FIRST
 DH5408  ELLP ORDER  -  SECOND    CLASS I
 DH5408
 DH5408.The horizontal coordinates were established by GPS observations
 DH5408.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5408
 DH5408
 DH5408.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5408
 DH5408.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5408
 DH5408.The ellipsoidal height was determined by GPS observations
 DH5408.and is referenced to NAD 83.
 DH5408
 DH5408.The geoid height was determined by GEOID03.
 DH5408
 DH5408;                    North         East     Units Scale Factor Converg.
 DH5408;SPC WI S     -   218,800.429   557,041.269   MT  0.99998150   -0 22 04.2
 DH5408;SPC WI S     -   717,847.74  1,827,559.56   sFT  0.99998150   -0 22 04.2
 DH5408;UTM  15      - 4,871,302.852   697,710.094   MT  1.00008079   +1 42 42.0
 DH5408
 DH5408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5408!SPC WI S     -   0.99995882  x   0.99998150  =   0.99994033
 DH5408!UTM  15      -   0.99995882  x   1.00008079  =   1.00003961
 DH5408
 DH5408                          SUPERSEDED SURVEY CONTROL
 DH5408
 DH5408.No superseded survey control is available for this station.
 DH5408
 DH5408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9771071303(NAD 83)
 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 - April 21, 2006
 DH5408
 DH5408  HISTORY     - Date     Condition        Report By
 DH5408  HISTORY     - 1997     MONUMENTED       WI-081
 DH5408  HISTORY     - 20030303 GOOD             WIDT
 DH5408  HISTORY     - 20060421 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1223 ***********************************************************************
 OM1223  DESIGNATION -  070
 OM1223  PID         -  OM1223
 OM1223  STATE/COUNTY-  WI/DANE
 OM1223  USGS QUAD   -  DE FOREST (1983)
 OM1223
 OM1223                         *CURRENT SURVEY CONTROL
 OM1223  ___________________________________________________________________
 OM1223* NAD 83(1991)-  43 10 18.07512(N)    089 15 53.84352(W)     ADJUSTED  
 OM1223* NAVD 88     -       301.1    (meters)     988.     (feet)  VERTCON   
 OM1223  ___________________________________________________________________
 OM1223  X           -      59,769.862 (meters)                     COMP
 OM1223  Y           -  -4,658,735.302 (meters)                     COMP
 OM1223  Z           -   4,341,614.098 (meters)                     COMP
 OM1223  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 OM1223  ELLIP HEIGHT-         266.53  (meters)          (10/21/99) GPS OBS
 OM1223  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 OM1223
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1223
 OM1223.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1223
 OM1223.The ellipsoidal height was determined by GPS observations
 OM1223.and is referenced to NAD 83.
 OM1223
 OM1223.The geoid height was determined by GEOID03.
 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                          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)          988.     (f) GPS OBS        
 OM1223
 OM1223.Superseded values are not recommended for survey control.
 OM1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1223.See file dsdata.txt to determine how the superseded data were derived.
 OM1223
 OM1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1589982371(NAD 83)
 OM1223_MARKER: Z = SEE DESCRIPTION
 OM1223_SETTING: 0 = UNSPECIFIED SETTING
 OM1223_SP_SET: UNSPECIFIED SHALLOW
 OM1223_STAMPING: 070 1987
 OM1223_MARK LOGO: WI-025
 OM1223_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OM1223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1223+SATELLITE: SATELLITE OBSERVATIONS - 1988
 OM1223
 OM1223  HISTORY     - Date     Condition        Report By
 OM1223  HISTORY     - 1988     MONUMENTED       NGS
 OM1223
 OM1223                          STATION DESCRIPTION
 OM1223
 OM1223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 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 = OCTOBER  7, 2006
 OM1224 ***********************************************************************
 OM1224  DESIGNATION -  071
 OM1224  PID         -  OM1224
 OM1224  STATE/COUNTY-  WI/DANE
 OM1224  USGS QUAD   -  SUN PRAIRIE (1982)
 OM1224
 OM1224                         *CURRENT SURVEY CONTROL
 OM1224  ___________________________________________________________________
 OM1224* NAD 83(1991)-  43 08 50.60034(N)    089 11 15.15062(W)     ADJUSTED  
 OM1224* NAVD 88     -       293.8    (meters)     964.     (feet)  VERTCON   
 OM1224  ___________________________________________________________________
 OM1224  X           -      66,090.524 (meters)                     COMP
 OM1224  Y           -  -4,660,491.403 (meters)                     COMP
 OM1224  Z           -   4,339,639.912 (meters)                     COMP
 OM1224  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 OM1224  ELLIP HEIGHT-         259.26  (meters)          (10/21/99) GPS OBS
 OM1224  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 OM1224
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1224
 OM1224.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1224
 OM1224.The ellipsoidal height was determined by GPS observations
 OM1224.and is referenced to NAD 83.
 OM1224
 OM1224.The geoid height was determined by GEOID03.
 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                          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)          964.     (f) GPS OBS        
 OM1224
 OM1224.Superseded values are not recommended for survey control.
 OM1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1224.See file dsdata.txt to determine how the superseded data were derived.
 OM1224
 OM1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2212179505(NAD 83)
 OM1224_MARKER: Z = SEE DESCRIPTION
 OM1224_SETTING: 0 = UNSPECIFIED SETTING
 OM1224_SP_SET: UNSPECIFIED SHALLOW
 OM1224_STAMPING: 071 1987
 OM1224_MARK LOGO: WI-025
 OM1224_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OM1224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1224+SATELLITE: SATELLITE OBSERVATIONS - 1988
 OM1224
 OM1224  HISTORY     - Date     Condition        Report By
 OM1224  HISTORY     - 1988     MONUMENTED       NGS
 OM1224
 OM1224                          STATION DESCRIPTION
 OM1224
 OM1224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 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 = OCTOBER  7, 2006
 OM1225 ***********************************************************************
 OM1225  DESIGNATION -  072 A
 OM1225  PID         -  OM1225
 OM1225  STATE/COUNTY-  WI/DANE
 OM1225  USGS QUAD   -  MARSHALL (1981)
 OM1225
 OM1225                         *CURRENT SURVEY CONTROL
 OM1225  ___________________________________________________________________
 OM1225* NAD 83(1991)-  43 10 52.94369(N)    089 05 37.99821(W)     ADJUSTED  
 OM1225* NAVD 88     -       262.8    (meters)     862.     (feet)  VERTCON   
 OM1225  ___________________________________________________________________
 OM1225  X           -      73,667.086 (meters)                     COMP
 OM1225  Y           -  -4,657,771.936 (meters)                     COMP
 OM1225  Z           -   4,342,372.627 (meters)                     COMP
 OM1225  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 OM1225  ELLIP HEIGHT-         228.23  (meters)          (10/21/99) GPS OBS
 OM1225  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 OM1225
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1225
 OM1225.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1225
 OM1225.The ellipsoidal height was determined by GPS observations
 OM1225.and is referenced to NAD 83.
 OM1225
 OM1225.The geoid height was determined by GEOID03.
 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                          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)          863.     (f) GPS OBS        
 OM1225
 OM1225.Superseded values are not recommended for survey control.
 OM1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1225.See file dsdata.txt to determine how the superseded data were derived.
 OM1225
 OM1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2983183085(NAD 83)
 OM1225_MARKER: DD = SURVEY DISK
 OM1225_SETTING: 0 = UNSPECIFIED SETTING
 OM1225_SP_SET: UNSPECIFIED SHALLOW
 OM1225_STAMPING: 072A 1988
 OM1225_MARK LOGO: WI-025
 OM1225_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OM1225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = OCTOBER  7, 2006
 OM1226 ***********************************************************************
 OM1226  DESIGNATION -  073
 OM1226  PID         -  OM1226
 OM1226  STATE/COUNTY-  WI/DANE
 OM1226  USGS QUAD   -  MARSHALL (1981)
 OM1226
 OM1226                         *CURRENT SURVEY CONTROL
 OM1226  ___________________________________________________________________
 OM1226* NAD 83(1991)-  43 12 44.19688(N)    089 00 31.51780(W)     ADJUSTED  
 OM1226* NAVD 88     -       278.7    (meters)     914.     (feet)  VERTCON   
 OM1226  ___________________________________________________________________
 OM1226  X           -      80,547.335 (meters)                     COMP
 OM1226  Y           -  -4,655,318.984 (meters)                     COMP
 OM1226  Z           -   4,344,886.406 (meters)                     COMP
 OM1226  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 OM1226  ELLIP HEIGHT-         244.00  (meters)          (10/21/99) GPS OBS
 OM1226  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 OM1226
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1226
 OM1226.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1226
 OM1226.The ellipsoidal height was determined by GPS observations
 OM1226.and is referenced to NAD 83.
 OM1226
 OM1226.The geoid height was determined by GEOID03.
 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                          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)          914.     (f) GPS OBS        
 OM1226
 OM1226.Superseded values are not recommended for survey control.
 OM1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1226.See file dsdata.txt to determine how the superseded data were derived.
 OM1226
 OM1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3683286347(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = OCTOBER  7, 2006
 OM1227 ***********************************************************************
 OM1227  DESIGNATION -  074
 OM1227  PID         -  OM1227
 OM1227  STATE/COUNTY-  WI/DANE
 OM1227  USGS QUAD   -  MARSHALL (1981)
 OM1227
 OM1227                         *CURRENT SURVEY CONTROL
 OM1227  ___________________________________________________________________
 OM1227* NAD 83(1991)-  43 10 06.56457(N)    089 01 46.32824(W)     ADJUSTED  
 OM1227* NAVD 88     -       263.7    (meters)     865.     (feet)  VERTCON   
 OM1227  ___________________________________________________________________
 OM1227  X           -      78,915.096 (meters)                     COMP
 OM1227  Y           -  -4,658,666.118 (meters)                     COMP
 OM1227  Z           -   4,341,329.432 (meters)                     COMP
 OM1227  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 OM1227  ELLIP HEIGHT-         229.13  (meters)          (10/21/99) GPS OBS
 OM1227  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 OM1227
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1227
 OM1227.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1227
 OM1227.The ellipsoidal height was determined by GPS observations
 OM1227.and is referenced to NAD 83.
 OM1227
 OM1227.The geoid height was determined by GEOID03.
 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                          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)          865.     (f) GPS OBS        
 OM1227
 OM1227.Superseded values are not recommended for survey control.
 OM1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1227.See file dsdata.txt to determine how the superseded data were derived.
 OM1227
 OM1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3502681525(NAD 83)
 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 = OCTOBER  7, 2006
 OM1228 ***********************************************************************
 OM1228  DESIGNATION -  075
 OM1228  PID         -  OM1228
 OM1228  STATE/COUNTY-  WI/DANE
 OM1228  USGS QUAD   -  DEERFIELD (1971)
 OM1228
 OM1228                         *CURRENT SURVEY CONTROL
 OM1228  ___________________________________________________________________
 OM1228* NAD 83(1991)-  43 07 29.62225(N)    089 01 52.46278(W)     ADJUSTED  
 OM1228* NAVD 88     -       264.1    (meters)     866.     (feet)  VERTCON   
 OM1228  ___________________________________________________________________
 OM1228  X           -      78,832.549 (meters)                     COMP
 OM1228  Y           -  -4,661,980.630 (meters)                     COMP
 OM1228  Z           -   4,337,796.034 (meters)                     COMP
 OM1228  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 OM1228  ELLIP HEIGHT-         229.67  (meters)          (10/21/99) GPS OBS
 OM1228  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 OM1228
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1228
 OM1228.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1228
 OM1228.The ellipsoidal height was determined by GPS observations
 OM1228.and is referenced to NAD 83.
 OM1228
 OM1228.The geoid height was determined by GEOID03.
 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                          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)          867.     (f) GPS OBS        
 OM1228
 OM1228.Superseded values are not recommended for survey control.
 OM1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1228.See file dsdata.txt to determine how the superseded data were derived.
 OM1228
 OM1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3477076687(NAD 83)
 OM1228_MARKER: DD = SURVEY DISK
 OM1228_SETTING: 0 = UNSPECIFIED SETTING
 OM1228_SP_SET: UNSPECIFIED SHALLOW
 OM1228_STAMPING: 075 1987
 OM1228_MARK LOGO: WI-025
 OM1228_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OM1228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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     - 1988     MONUMENTED       NGS
 OM1228  HISTORY     - 20040424 GOOD             JCLS
 OM1228
 OM1228                          STATION DESCRIPTION
 OM1228
 OM1228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 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 = OCTOBER  7, 2006
 OM1229 ***********************************************************************
 OM1229  DESIGNATION -  076
 OM1229  PID         -  OM1229
 OM1229  STATE/COUNTY-  WI/DANE
 OM1229  USGS QUAD   -  DEERFIELD (1971)
 OM1229
 OM1229                         *CURRENT SURVEY CONTROL
 OM1229  ___________________________________________________________________
 OM1229* NAD 83(1991)-  43 04 47.81043(N)    089 06 38.53789(W)     ADJUSTED  
 OM1229* NAVD 88     -       269.8    (meters)     885.     (feet)  VERTCON   
 OM1229  ___________________________________________________________________
 OM1229  X           -      72,419.653 (meters)                     COMP
 OM1229  Y           -  -4,665,501.481 (meters)                     COMP
 OM1229  Z           -   4,334,153.975 (meters)                     COMP
 OM1229  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 OM1229  ELLIP HEIGHT-         235.47  (meters)          (10/21/99) GPS OBS
 OM1229  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 OM1229
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1229
 OM1229.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1229
 OM1229.The ellipsoidal height was determined by GPS observations
 OM1229.and is referenced to NAD 83.
 OM1229
 OM1229.The geoid height was determined by GEOID03.
 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                          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)          885.     (f) GPS OBS        
 OM1229
 OM1229.Superseded values are not recommended for survey control.
 OM1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1229.See file dsdata.txt to determine how the superseded data were derived.
 OM1229
 OM1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2818071855(NAD 83)
 OM1229_MARKER: A = ALUMINUM MARKER
 OM1229_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OM1229_SP_SET: PAVEMENT
 OM1229_MARK LOGO: WI-025
 OM1229_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OM1229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = OCTOBER  7, 2006
 OM1230 ***********************************************************************
 OM1230  DESIGNATION -  078
 OM1230  PID         -  OM1230
 OM1230  STATE/COUNTY-  WI/DANE
 OM1230  USGS QUAD   -  COTTAGE GROVE (1982)
 OM1230
 OM1230                         *CURRENT SURVEY CONTROL
 OM1230  ___________________________________________________________________
 OM1230* NAD 83(1991)-  43 03 54.27117(N)    089 11 23.16913(W)     ADJUSTED  
 OM1230* NAVD 88     -       267.6    (meters)     878.     (feet)  VERTCON   
 OM1230  ___________________________________________________________________
 OM1230  X           -      65,997.449 (meters)                     COMP
 OM1230  Y           -  -4,666,723.617 (meters)                     COMP
 OM1230  Z           -   4,332,945.517 (meters)                     COMP
 OM1230  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 OM1230  ELLIP HEIGHT-         233.27  (meters)          (10/21/99) GPS OBS
 OM1230  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 OM1230
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1230
 OM1230.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1230
 OM1230.The ellipsoidal height was determined by GPS observations
 OM1230.and is referenced to NAD 83.
 OM1230
 OM1230.The geoid height was determined by GEOID03.
 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                          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)          878.     (f) GPS OBS        
 OM1230
 OM1230.Superseded values are not recommended for survey control.
 OM1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1230.See file dsdata.txt to determine how the superseded data were derived.
 OM1230
 OM1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2170170368(NAD 83)
 OM1230_MARKER: DD = SURVEY DISK
 OM1230_SETTING: 0 = UNSPECIFIED SETTING
 OM1230_SP_SET: UNSPECIFIED SHALLOW
 OM1230_STAMPING: 078 1987
 OM1230_MARK LOGO: WI-025
 OM1230_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OM1230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1230+SATELLITE: SATELLITE OBSERVATIONS - 1988
 OM1230
 OM1230  HISTORY     - Date     Condition        Report By
 OM1230  HISTORY     - 1988     MONUMENTED       NGS
 OM1230
 OM1230                          STATION DESCRIPTION
 OM1230
 OM1230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 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 = OCTOBER  7, 2006
 OM1231 ***********************************************************************
 OM1231  DESIGNATION -  079
 OM1231  PID         -  OM1231
 OM1231  STATE/COUNTY-  WI/DANE
 OM1231  USGS QUAD   -  DEERFIELD (1971)
 OM1231
 OM1231                         *CURRENT SURVEY CONTROL
 OM1231  ___________________________________________________________________
 OM1231* NAD 83(1991)-  43 00 26.27086(N)    089 03 07.34784(W)     ADJUSTED  
 OM1231* NAVD 88     -       274.4    (meters)     900.     (feet)  VERTCON   
 OM1231  ___________________________________________________________________
 OM1231  X           -      77,287.720 (meters)                     COMP
 OM1231  Y           -  -4,670,936.616 (meters)                     COMP
 OM1231  Z           -   4,328,258.433 (meters)                     COMP
 OM1231  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 OM1231  ELLIP HEIGHT-         240.15  (meters)          (10/21/99) GPS OBS
 OM1231  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 OM1231
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1231
 OM1231.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1231
 OM1231.The ellipsoidal height was determined by GPS observations
 OM1231.and is referenced to NAD 83.
 OM1231
 OM1231.The geoid height was determined by GEOID03.
 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                          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)  274.4    (m)          900.     (f) GPS OBS        
 OM1231
 OM1231.Superseded values are not recommended for survey control.
 OM1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1231.See file dsdata.txt to determine how the superseded data were derived.
 OM1231
 OM1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3275963668(NAD 83)
 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 = OCTOBER  7, 2006
 DH5403 ***********************************************************************
 DH5403  DESIGNATION -  08 152W
 DH5403  PID         -  DH5403
 DH5403  STATE/COUNTY-  WI/MONROE
 DH5403  USGS QUAD   -  ST MARYS (1983)
 DH5403
 DH5403                         *CURRENT SURVEY CONTROL
 DH5403  ___________________________________________________________________
 DH5403* NAD 83(1997)-  43 47 09.32422(N)    090 38 28.45151(W)     ADJUSTED  
 DH5403* NAVD 88     -                                                        
 DH5403  ___________________________________________________________________
 DH5403  X           -     -51,617.696 (meters)                     COMP
 DH5403  Y           -  -4,611,952.832 (meters)                     COMP
 DH5403  Z           -   4,391,213.253 (meters)                     COMP
 DH5403  LAPLACE CORR-          -6.59  (seconds)                    DEFLEC99
 DH5403  ELLIP HEIGHT-         379.71  (meters)          (08/01/05) GPS OBS
 DH5403  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 DH5403
 DH5403  HORZ ORDER  -  FIRST
 DH5403  ELLP ORDER  -  SECOND    CLASS I
 DH5403
 DH5403.The horizontal coordinates were established by GPS observations
 DH5403.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5403
 DH5403
 DH5403.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5403
 DH5403.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5403
 DH5403.The ellipsoidal height was determined by GPS observations
 DH5403.and is referenced to NAD 83.
 DH5403
 DH5403.The geoid height was determined by GEOID03.
 DH5403
 DH5403;                    North         East     Units Scale Factor Converg.
 DH5403;SPC WI S     -   198,600.165   548,387.123   MT  0.99995505   -0 26 26.1
 DH5403;SPC WI S     -   651,574.04  1,799,166.75   sFT  0.99995505   -0 26 26.1
 DH5403;UTM  15      - 4,850,800.367   689,792.761   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  =   0.99989551
 DH5403!UTM  15      -   0.99994046  x   1.00004307  =   0.99998353
 DH5403
 DH5403                          SUPERSEDED SURVEY CONTROL
 DH5403
 DH5403.No superseded survey control is available for this station.
 DH5403
 DH5403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ8979350800(NAD 83)
 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 - March 04, 2003
 DH5403
 DH5403  HISTORY     - Date     Condition        Report By
 DH5403  HISTORY     - 1997     MONUMENTED       WI-081
 DH5403  HISTORY     - 20030304 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1614 ***********************************************************************
 NH1614  DESIGNATION -  080
 NH1614  PID         -  NH1614
 NH1614  STATE/COUNTY-  WI/DANE
 NH1614  USGS QUAD   -  ROCKDALE (1971)
 NH1614
 NH1614                         *CURRENT SURVEY CONTROL
 NH1614  ___________________________________________________________________
 NH1614* NAD 83(1991)-  42 54 47.08704(N)    089 01 58.44434(W)     ADJUSTED  
 NH1614* NAVD 88     -       245.7    (meters)     806.     (feet)  VERTCON   
 NH1614  ___________________________________________________________________
 NH1614  X           -      78,968.105 (meters)                     COMP
 NH1614  Y           -  -4,678,022.012 (meters)                     COMP
 NH1614  Z           -   4,320,578.873 (meters)                     COMP
 NH1614  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 NH1614  ELLIP HEIGHT-         211.72  (meters)          (10/21/99) GPS OBS
 NH1614  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 NH1614
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1614
 NH1614.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1614
 NH1614.The ellipsoidal height was determined by GPS observations
 NH1614.and is referenced to NAD 83.
 NH1614
 NH1614.The geoid height was determined by GEOID03.
 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                          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)          806.     (f) GPS OBS        
 NH1614
 NH1614.Superseded values are not recommended for survey control.
 NH1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1614.See file dsdata.txt to determine how the superseded data were derived.
 NH1614
 NH1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3406653167(NAD 83)
 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 = OCTOBER  7, 2006
 NH1615 ***********************************************************************
 NH1615  DESIGNATION -  083
 NH1615  PID         -  NH1615
 NH1615  STATE/COUNTY-  WI/DANE
 NH1615  USGS QUAD   -  STOUGHTON (1982)
 NH1615
 NH1615                         *CURRENT SURVEY CONTROL
 NH1615  ___________________________________________________________________
 NH1615* NAD 83(1991)-  42 54 19.03572(N)    089 07 54.87549(W)     ADJUSTED  
 NH1615* NAVD 88     -       275.2    (meters)     903.     (feet)  VERTCON   
 NH1615  ___________________________________________________________________
 NH1615  X           -      70,893.500 (meters)                     COMP
 NH1615  Y           -  -4,678,762.394 (meters)                     COMP
 NH1615  Z           -   4,319,964.922 (meters)                     COMP
 NH1615  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 NH1615  ELLIP HEIGHT-         241.22  (meters)          (10/21/99) GPS OBS
 NH1615  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 NH1615
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1615
 NH1615.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1615
 NH1615.The ellipsoidal height was determined by GPS observations
 NH1615.and is referenced to NAD 83.
 NH1615
 NH1615.The geoid height was determined by GEOID03.
 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                          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)          903.     (f) GPS OBS        
 NH1615
 NH1615.Superseded values are not recommended for survey control.
 NH1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1615.See file dsdata.txt to determine how the superseded data were derived.
 NH1615
 NH1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2596252502(NAD 83)
 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 = OCTOBER  7, 2006
 NH1616 ***********************************************************************
 NH1616  DESIGNATION -  085 A
 NH1616  PID         -  NH1616
 NH1616  STATE/COUNTY-  WI/DANE
 NH1616  USGS QUAD   -  STOUGHTON (1982)
 NH1616
 NH1616                         *CURRENT SURVEY CONTROL
 NH1616  ___________________________________________________________________
 NH1616* NAD 83(1991)-  42 56 50.97725(N)    089 13 51.78286(W)     ADJUSTED  
 NH1616* NAVD 88     -       271.7    (meters)     891.     (feet)  VERTCON   
 NH1616  ___________________________________________________________________
 NH1616  X           -      62,754.675 (meters)                     COMP
 NH1616  Y           -  -4,675,682.258 (meters)                     COMP
 NH1616  Z           -   4,323,395.775 (meters)                     COMP
 NH1616  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 NH1616  ELLIP HEIGHT-         237.56  (meters)          (10/21/99) GPS OBS
 NH1616  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 NH1616
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1616
 NH1616.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1616
 NH1616.The ellipsoidal height was determined by GPS observations
 NH1616.and is referenced to NAD 83.
 NH1616
 NH1616.The geoid height was determined by GEOID03.
 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                          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)          891.     (f) GPS OBS        
 NH1616
 NH1616.Superseded values are not recommended for survey control.
 NH1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1616.See file dsdata.txt to determine how the superseded data were derived.
 NH1616
 NH1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1799357399(NAD 83)
 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 = OCTOBER  7, 2006
 NH1617 ***********************************************************************
 NH1617  DESIGNATION -  086
 NH1617  PID         -  NH1617
 NH1617  STATE/COUNTY-  WI/DANE
 NH1617  USGS QUAD   -  EVANSVILLE (1981)
 NH1617
 NH1617                         *CURRENT SURVEY CONTROL
 NH1617  ___________________________________________________________________
 NH1617* NAD 83(1991)-  42 52 29.69980(N)    089 17 25.35976(W)     ADJUSTED  
 NH1617* NAVD 88     -       272.4    (meters)     894.     (feet)  VERTCON   
 NH1617  ___________________________________________________________________
 NH1617  X           -      57,981.206 (meters)                     COMP
 NH1617  Y           -  -4,681,234.801 (meters)                     COMP
 NH1617  Z           -   4,317,491.044 (meters)                     COMP
 NH1617  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 NH1617  ELLIP HEIGHT-         238.53  (meters)          (10/21/99) GPS OBS
 NH1617  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 NH1617
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1617
 NH1617.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1617
 NH1617.The ellipsoidal height was determined by GPS observations
 NH1617.and is referenced to NAD 83.
 NH1617
 NH1617.The geoid height was determined by GEOID03.
 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  =   0.99993706
 NH1617!UTM  16      -   0.99996259  x   1.00003053  =   0.99999312
 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)  272.4    (m)          894.     (f) GPS OBS        
 NH1617
 NH1617.Superseded values are not recommended for survey control.
 NH1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1617.See file dsdata.txt to determine how the superseded data were derived.
 NH1617
 NH1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1293349469(NAD 83)
 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 - 1988
 NH1617
 NH1617  HISTORY     - Date     Condition        Report By
 NH1617  HISTORY     - 1988     MONUMENTED       NGS
 NH1617
 NH1617                          STATION DESCRIPTION
 NH1617
 NH1617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 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 = OCTOBER  7, 2006
 NH1618 ***********************************************************************
 NH1618  DESIGNATION -  087 A
 NH1618  PID         -  NH1618
 NH1618  STATE/COUNTY-  WI/DANE
 NH1618  USGS QUAD   -  RUTLAND (1982)
 NH1618
 NH1618                         *CURRENT SURVEY CONTROL
 NH1618  ___________________________________________________________________
 NH1618* NAD 83(1991)-  42 55 55.02638(N)    089 18 29.25966(W)     ADJUSTED  
 NH1618* NAVD 88     -       280.3    (meters)     920.     (feet)  VERTCON   
 NH1618  ___________________________________________________________________
 NH1618  X           -      56,478.960 (meters)                     COMP
 NH1618  Y           -  -4,676,945.004 (meters)                     COMP
 NH1618  Z           -   4,322,137.713 (meters)                     COMP
 NH1618  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 NH1618  ELLIP HEIGHT-         246.31  (meters)          (10/21/99) GPS OBS
 NH1618  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 NH1618
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1618
 NH1618.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1618
 NH1618.The ellipsoidal height was determined by GPS observations
 NH1618.and is referenced to NAD 83.
 NH1618
 NH1618.The geoid height was determined by GEOID03.
 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  =   0.99992726
 NH1618!UTM  16      -   0.99996137  x   1.00003642  =   0.99999779
 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)          920.     (f) GPS OBS        
 NH1618
 NH1618.Superseded values are not recommended for survey control.
 NH1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1618.See file dsdata.txt to determine how the superseded data were derived.
 NH1618
 NH1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1165755843(NAD 83)
 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 = OCTOBER  7, 2006
 NH1619 ***********************************************************************
 NH1619  DESIGNATION -  088
 NH1619  PID         -  NH1619
 NH1619  STATE/COUNTY-  WI/DANE
 NH1619  USGS QUAD   -  RUTLAND (1982)
 NH1619
 NH1619                         *CURRENT SURVEY CONTROL
 NH1619  ___________________________________________________________________
 NH1619* NAD 83(1991)-  42 56 19.82213(N)    089 22 05.99978(W)     ADJUSTED  
 NH1619* NAVD 88     -       287.7    (meters)     944.     (feet)  VERTCON   
 NH1619  ___________________________________________________________________
 NH1619  X           -      51,558.777 (meters)                     COMP
 NH1619  Y           -  -4,676,486.075 (meters)                     COMP
 NH1619  Z           -   4,322,703.052 (meters)                     COMP
 NH1619  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 NH1619  ELLIP HEIGHT-         253.83  (meters)          (10/21/99) GPS OBS
 NH1619  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 NH1619
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1619
 NH1619.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1619
 NH1619.The ellipsoidal height was determined by GPS observations
 NH1619.and is referenced to NAD 83.
 NH1619
 NH1619.The geoid height was determined by GEOID03.
 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                          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)          944.     (f) GPS OBS        
 NH1619
 NH1619.Superseded values are not recommended for survey control.
 NH1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1619.See file dsdata.txt to determine how the superseded data were derived.
 NH1619
 NH1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0676656744(NAD 83)
 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 = OCTOBER  7, 2006
 OM0643 ***********************************************************************
 OM0643  DESIGNATION -  089
 OM0643  PID         -  OM0643
 OM0643  STATE/COUNTY-  WI/DANE
 OM0643  USGS QUAD   -  CROSS PLAINS (1982)
 OM0643
 OM0643                         *CURRENT SURVEY CONTROL
 OM0643  ___________________________________________________________________
 OM0643* NAD 83(1997)-  43 00 10.16680(N)    089 43 13.85062(W)     ADJUSTED  
 OM0643* NAVD 88     -       363.1    (meters)    1191.     (feet)  VERTCON   
 OM0643  ___________________________________________________________________
 OM0643  X           -      22,789.594 (meters)                     COMP
 OM0643  Y           -  -4,671,924.517 (meters)                     COMP
 OM0643  Z           -   4,327,955.747 (meters)                     COMP
 OM0643  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 OM0643  ELLIP HEIGHT-         329.22  (meters)          (06/17/02) GPS OBS
 OM0643  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 OM0643
 OM0643  HORZ ORDER  -  SECOND
 OM0643  ELLP ORDER  -  FOURTH    CLASS I
 OM0643
 OM0643.The horizontal coordinates were established by GPS observations
 OM0643.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0643
 OM0643.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0643
 OM0643.The ellipsoidal height was determined by GPS observations
 OM0643.and is referenced to NAD 83.
 OM0643
 OM0643.The geoid height was determined by GEOID03.
 OM0643
 OM0643;                    North         East     Units Scale Factor Converg.
 OM0643;SPC WI S     -   111,442.435   622,787.478   MT  0.99995658   +0 11 31.3
 OM0643;SPC WI S     -   365,624.06  2,043,261.92   sFT  0.99995658   +0 11 31.3
 OM0643;UTM  16      - 4,764,720.269   278,259.602   MT  1.00020492   -1 51 22.5
 OM0643
 OM0643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0643!SPC WI S     -   0.99994837  x   0.99995658  =   0.99990496
 OM0643!UTM  16      -   0.99994837  x   1.00020492  =   1.00015328
 OM0643
 OM0643                          SUPERSEDED SURVEY CONTROL
 OM0643
 OM0643  NAD 83(1991)-  43 00 10.16634(N)    089 43 13.84934(W) AD(       ) 2
 OM0643  ELLIP H (11/21/91)  329.33   (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)         1192.     (f) GPS OBS        
 OM0643
 OM0643.Superseded values are not recommended for survey control.
 OM0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0643.See file dsdata.txt to determine how the superseded data were derived.
 OM0643
 OM0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7826064720(NAD 83)
 OM0643_MARKER: DD = SURVEY DISK
 OM0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0643_SP_SET: 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 = OCTOBER  7, 2006
 DH5381 ***********************************************************************
 DH5381  DESIGNATION -  09 162W
 DH5381  PID         -  DH5381
 DH5381  STATE/COUNTY-  WI/MONROE
 DH5381  USGS QUAD   -  TOMAH (1983)
 DH5381
 DH5381                         *CURRENT SURVEY CONTROL
 DH5381  ___________________________________________________________________
 DH5381* NAD 83(1997)-  43 53 05.68878(N)    090 36 43.02659(W)     ADJUSTED  
 DH5381* NAVD 88     -                                                        
 DH5381  ___________________________________________________________________
 DH5381  X           -     -49,179.244 (meters)                     COMP
 DH5381  Y           -  -4,604,375.397 (meters)                     COMP
 DH5381  Z           -   4,399,161.279 (meters)                     COMP
 DH5381  LAPLACE CORR-          -5.69  (seconds)                    DEFLEC99
 DH5381  ELLIP HEIGHT-         399.67  (meters)          (08/01/05) GPS OBS
 DH5381  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 DH5381
 DH5381  HORZ ORDER  -  FIRST
 DH5381  ELLP ORDER  -  SECOND    CLASS I
 DH5381
 DH5381.The horizontal coordinates were established by GPS observations
 DH5381.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5381
 DH5381
 DH5381.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5381
 DH5381.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5381
 DH5381.The ellipsoidal height was determined by GPS observations
 DH5381.and is referenced to NAD 83.
 DH5381
 DH5381.The geoid height was determined by GEOID03.
 DH5381
 DH5381;                    North         East     Units Scale Factor Converg.
 DH5381;SPC WI S     -   209,580.432   550,824.906   MT  0.99996815   -0 25 13.7
 DH5381;SPC WI S     -   687,598.47  1,807,164.71   sFT  0.99996815   -0 25 13.7
 DH5381;UTM  15      - 4,861,862.651   691,831.584   MT  1.00005263   +1 39 21.3
 DH5381
 DH5381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5381!SPC WI S     -   0.99993733  x   0.99996815  =   0.99990548
 DH5381!UTM  15      -   0.99993733  x   1.00005263  =   0.99998996
 DH5381
 DH5381                          SUPERSEDED SURVEY CONTROL
 DH5381
 DH5381.No superseded survey control is available for this station.
 DH5381
 DH5381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9183261863(NAD 83)
 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 - March 03, 2003
 DH5381
 DH5381  HISTORY     - Date     Condition        Report By
 DH5381  HISTORY     - 1997     MONUMENTED       WI-081
 DH5381  HISTORY     - 20030303 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0934 ***********************************************************************
 NH0934  DESIGNATION -  090
 NH0934  PID         -  NH0934
 NH0934  STATE/COUNTY-  WI/DANE
 NH0934  USGS QUAD   -  DALEYVILLE (1962)
 NH0934
 NH0934                         *CURRENT SURVEY CONTROL
 NH0934  ___________________________________________________________________
 NH0934* NAD 83(1997)-  42 56 40.62985(N)    089 49 45.15614(W)     ADJUSTED  
 NH0934* NAVD 88     -       280.6    (meters)     921.     (feet)  VERTCON   
 NH0934  ___________________________________________________________________
 NH0934  X           -      13,939.398 (meters)                     COMP
 NH0934  Y           -  -4,676,307.024 (meters)                     COMP
 NH0934  Z           -   4,323,168.431 (meters)                     COMP
 NH0934  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 NH0934  ELLIP HEIGHT-         246.95  (meters)          (06/17/02) GPS OBS
 NH0934  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 NH0934
 NH0934  HORZ ORDER  -  SECOND
 NH0934  ELLP ORDER  -  FOURTH    CLASS I
 NH0934
 NH0934.The horizontal coordinates were established by GPS observations
 NH0934.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH0934
 NH0934.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0934
 NH0934.The ellipsoidal height was determined by GPS observations
 NH0934.and is referenced to NAD 83.
 NH0934
 NH0934.The geoid height was determined by GEOID03.
 NH0934
 NH0934;                    North         East     Units Scale Factor Converg.
 NH0934;SPC WI S     -   104,952.687   613,938.370   MT  0.99996411   +0 07 02.5
 NH0934;SPC WI S     -   344,332.27  2,014,229.47   sFT  0.99996411   +0 07 02.5
 NH0934;UTM  16      - 4,758,549.084   269,181.883   MT  1.00025547   -1 55 42.1
 NH0934
 NH0934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0934!SPC WI S     -   0.99996127  x   0.99996411  =   0.99992539
 NH0934!UTM  16      -   0.99996127  x   1.00025547  =   1.00021673
 NH0934
 NH0934                          SUPERSEDED SURVEY CONTROL
 NH0934
 NH0934  NAD 83(1991)-  42 56 40.62934(N)    089 49 45.15482(W) AD(       ) 2
 NH0934  ELLIP H (11/21/91)  247.06   (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)          921.     (f) GPS OBS        
 NH0934
 NH0934.Superseded values are not recommended for survey control.
 NH0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0934.See file dsdata.txt to determine how the superseded data were derived.
 NH0934
 NH0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN6918258549(NAD 83)
 NH0934_MARKER: DD = SURVEY DISK
 NH0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0934_SP_SET: 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 = OCTOBER  7, 2006
 OM1232 ***********************************************************************
 OM1232  DESIGNATION -  092
 OM1232  PID         -  OM1232
 OM1232  STATE/COUNTY-  WI/DANE
 OM1232  USGS QUAD   -  COTTAGE GROVE (1982)
 OM1232
 OM1232                         *CURRENT SURVEY CONTROL
 OM1232  ___________________________________________________________________
 OM1232* NAD 83(1991)-  43 06 02.32401(N)    089 13 46.85733(W)     ADJUSTED  
 OM1232* NAVD 88     -       304.0    (meters)     997.     (feet)  VERTCON   
 OM1232  ___________________________________________________________________
 OM1232  X           -      62,710.566 (meters)                     COMP
 OM1232  Y           -  -4,664,095.932 (meters)                     COMP
 OM1232  Z           -   4,335,856.601 (meters)                     COMP
 OM1232  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 OM1232  ELLIP HEIGHT-         269.60  (meters)          (10/21/99) GPS OBS
 OM1232  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 OM1232
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1232
 OM1232.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1232
 OM1232.The ellipsoidal height was determined by GPS observations
 OM1232.and is referenced to NAD 83.
 OM1232
 OM1232.The geoid height was determined by GEOID03.
 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                          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)          998.     (f) GPS OBS        
 OM1232
 OM1232.Superseded values are not recommended for survey control.
 OM1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1232.See file dsdata.txt to determine how the superseded data were derived.
 OM1232
 OM1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1855674404(NAD 83)
 OM1232_MARKER: DD = SURVEY DISK
 OM1232_SETTING: 0 = UNSPECIFIED SETTING
 OM1232_SP_SET: UNSPECIFIED SHALLOW
 OM1232_STAMPING: 092 1987
 OM1232_MARK LOGO: WI-025
 OM1232_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OM1232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1232+SATELLITE: SATELLITE OBSERVATIONS - 1988
 OM1232
 OM1232  HISTORY     - Date     Condition        Report By
 OM1232  HISTORY     - 1988     MONUMENTED       NGS
 OM1232  HISTORY     - 19950429 GOOD             USPSQD
 OM1232
 OM1232                          STATION DESCRIPTION
 OM1232
 OM1232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 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 = OCTOBER  7, 2006
 QN0062 ***********************************************************************
 QN0062  DESIGNATION -  1
 QN0062  PID         -  QN0062
 QN0062  STATE/COUNTY-  WI/PRICE
 QN0062  USGS QUAD   -  PARK FALLS (1984)
 QN0062
 QN0062                         *CURRENT SURVEY CONTROL
 QN0062  ___________________________________________________________________
 QN0062* NAD 83(1986)-  45 56 18.     (N)    090 26 41.     (W)     SCALED    
 QN0062* NAVD 88     -       452.961  (meters)    1486.09   (feet)  ADJUSTED  
 QN0062  ___________________________________________________________________
 QN0062  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 QN0062  DYNAMIC HT  -         452.952 (meters)    1486.06  (feet)  COMP
 QN0062  MODELED GRAV-     980,581.9   (mgal)                       NAVD 88
 QN0062
 QN0062  VERT ORDER  -  SECOND    CLASS 0
 QN0062
 QN0062.The horizontal coordinates were scaled from a topographic map and have
 QN0062.an estimated accuracy of +/- 6 seconds.
 QN0062
 QN0062.The orthometric height was determined by differential leveling
 QN0062.and adjusted by the National Geodetic Survey in June 1991..
 QN0062
 QN0062.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0062.See file dsdata.txt to determine how the superseded data were derived.
 QN0062
 QN0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL980903(NAD 83)
 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             NGS
 QN0062  HISTORY     - 20030905 MARK NOT FOUND   USPSQD
 QN0062
 QN0062                          STATION DESCRIPTION
 QN0062
 QN0062'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 PN0782 ***********************************************************************
 PN0782  DESIGNATION -  1 CDL
 PN0782  PID         -  PN0782
 PN0782  STATE/COUNTY-  WI/PORTAGE
 PN0782  USGS QUAD   -  MEEHAN (1976)
 PN0782
 PN0782                         *CURRENT SURVEY CONTROL
 PN0782  ___________________________________________________________________
 PN0782* NAD 83(1986)-  44 26 11.     (N)    089 38 48.     (W)     SCALED    
 PN0782* NAVD 88     -       324.716  (meters)    1065.34   (feet)  ADJUSTED  
 PN0782  ___________________________________________________________________
 PN0782  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 PN0782  DYNAMIC HT  -         324.654 (meters)    1065.14  (feet)  COMP
 PN0782  MODELED GRAV-     980,420.0   (mgal)                       NAVD 88
 PN0782
 PN0782  VERT ORDER  -  FIRST     CLASS II
 PN0782
 PN0782.The horizontal coordinates were scaled from a topographic map and have
 PN0782.an estimated accuracy of +/- 6 seconds.
 PN0782
 PN0782.The orthometric height was determined by differential leveling
 PN0782.and adjusted by the National Geodetic Survey in June 1991..
 PN0782
 PN0782.The geoid height was determined by GEOID03.
 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     -    67,070.      628,130.      MT  (+/- 180 meters Scaled)
 PN0782
 PN0782                          SUPERSEDED SURVEY CONTROL
 PN0782
 PN0782.No superseded survey control is available for this station.
 PN0782
 PN0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ893237(NAD 83)
 PN0782_MARKER: DB = BENCH MARK DISK
 PN0782_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PN0782_SP_SET: COPPER-CLAD STEEL ROD
 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 - March 30, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0465 ***********************************************************************
 PO0465  DESIGNATION -  1 FG
 PO0465  PID         -  PO0465
 PO0465  STATE/COUNTY-  WI/MONROE
 PO0465  USGS QUAD   -  ALDERWOOD LAKE (1983)
 PO0465
 PO0465                         *CURRENT SURVEY CONTROL
 PO0465  ___________________________________________________________________
 PO0465* NAD 83(1986)-  44 00 26.     (N)    090 39 09.     (W)     SCALED    
 PO0465* NAVD 88     -       275.391  (meters)     903.51   (feet)  ADJUSTED  
 PO0465  ___________________________________________________________________
 PO0465  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 PO0465  DYNAMIC HT  -         275.336 (meters)     903.33  (feet)  COMP
 PO0465  MODELED GRAV-     980,411.5   (mgal)                       NAVD 88
 PO0465
 PO0465  VERT ORDER  -  FIRST     CLASS II
 PO0465
 PO0465.The horizontal coordinates were scaled from a topographic map and have
 PO0465.an estimated accuracy of +/- 6 seconds.
 PO0465
 PO0465.The orthometric height was determined by differential leveling
 PO0465.and adjusted by the National Geodetic Survey in June 1991..
 PO0465
 PO0465.The geoid height was determined by GEOID03.
 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     -   223,190.      547,670.      MT  (+/- 180 meters Scaled)
 PO0465
 PO0465                          SUPERSEDED SURVEY CONTROL
 PO0465
 PO0465.No superseded survey control is available for this station.
 PO0465
 PO0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ881753(NAD 83)
 PO0465_MARKER: DB = BENCH MARK DISK
 PO0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0465_SP_SET: CONCRETE POST
 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 = OCTOBER  7, 2006
 DH5401 ***********************************************************************
 DH5401  DESIGNATION -  10 164W
 DH5401  PID         -  DH5401
 DH5401  STATE/COUNTY-  WI/MONROE
 DH5401  USGS QUAD   -  SPARTA (1983)
 DH5401
 DH5401                         *CURRENT SURVEY CONTROL
 DH5401  ___________________________________________________________________
 DH5401* NAD 83(1997)-  43 53 06.60054(N)    090 50 06.57352(W)     ADJUSTED  
 DH5401* NAVD 88     -                                                        
 DH5401  ___________________________________________________________________
 DH5401  X           -     -67,113.805 (meters)                     COMP
 DH5401  Y           -  -4,603,990.350 (meters)                     COMP
 DH5401  Z           -   4,399,047.841 (meters)                     COMP
 DH5401  LAPLACE CORR-          -7.79  (seconds)                    DEFLEC99
 DH5401  ELLIP HEIGHT-         206.77  (meters)          (08/01/05) GPS OBS
 DH5401  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 DH5401
 DH5401  HORZ ORDER  -  FIRST
 DH5401  ELLP ORDER  -  SECOND    CLASS I
 DH5401
 DH5401.The horizontal coordinates were established by GPS observations
 DH5401.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5401
 DH5401
 DH5401.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5401
 DH5401.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5401
 DH5401.The ellipsoidal height was determined by GPS observations
 DH5401.and is referenced to NAD 83.
 DH5401
 DH5401.The geoid height was determined by GEOID03.
 DH5401
 DH5401;                    North         East     Units Scale Factor Converg.
 DH5401;SPC WI S     -   209,764.205   532,889.248   MT  0.99996818   -0 34 25.8
 DH5401;SPC WI S     -   688,201.40  1,748,320.81   sFT  0.99996818   -0 34 25.8
 DH5401;UTM  15      - 4,861,396.669   673,900.260   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                          SUPERSEDED SURVEY CONTROL
 DH5401
 DH5401.No superseded survey control is available for this station.
 DH5401
 DH5401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7390061397(NAD 83)
 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 - February 26, 2003
 DH5401
 DH5401  HISTORY     - Date     Condition        Report By
 DH5401  HISTORY     - 1996     MONUMENTED       WI-081
 DH5401  HISTORY     - 20030226 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0342 ***********************************************************************
 QN0342  DESIGNATION -  10 DWB
 QN0342  PID         -  QN0342
 QN0342  STATE/COUNTY-  WI/SAWYER
 QN0342  USGS QUAD   -  BEAN LAKE (1971)
 QN0342
 QN0342                         *CURRENT SURVEY CONTROL
 QN0342  ___________________________________________________________________
 QN0342* NAD 83(1986)-  45 53 06.     (N)    091 30 04.     (W)     SCALED    
 QN0342* NAVD 88     -       412.083  (meters)    1351.98   (feet)  ADJUSTED  
 QN0342  ___________________________________________________________________
 QN0342  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 QN0342  DYNAMIC HT  -         412.070 (meters)    1351.93  (feet)  COMP
 QN0342  MODELED GRAV-     980,570.8   (mgal)                       NAVD 88
 QN0342
 QN0342  VERT ORDER  -  FIRST     CLASS II
 QN0342
 QN0342.The horizontal coordinates were scaled from a topographic map and have
 QN0342.an estimated accuracy of +/- 6 seconds.
 QN0342
 QN0342.The orthometric height was determined by differential leveling
 QN0342.and adjusted by the National Geodetic Survey in June 1991..
 QN0342
 QN0342.The geoid height was determined by GEOID03.
 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     -    80,940.      483,490.      MT  (+/- 180 meters Scaled)
 QN0342
 QN0342                          SUPERSEDED SURVEY CONTROL
 QN0342
 QN0342.No superseded survey control is available for this station.
 QN0342
 QN0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL163823(NAD 83)
 QN0342_MARKER: DB = BENCH MARK DISK
 QN0342_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QN0342_SP_SET: COPPER-CLAD STEEL ROD
 QN0342_STAMPING: 10 DWB 1971
 QN0342_PROJECTION: PROJECTING 15 CENTIMETERS
 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 = OCTOBER  7, 2006
 ON0452 ***********************************************************************
 ON0452  DESIGNATION -  10 L
 ON0452  PID         -  ON0452
 ON0452  STATE/COUNTY-  WI/CRAWFORD
 ON0452  USGS QUAD   -  PRAIRIE DU CHIEN (1983)
 ON0452
 ON0452                         *CURRENT SURVEY CONTROL
 ON0452  ___________________________________________________________________
 ON0452* NAD 83(1986)-  43 00 17.     (N)    091 07 50.     (W)     SCALED    
 ON0452* NAVD 88     -       193.727  (meters)     635.59   (feet)  ADJUSTED  
 ON0452  ___________________________________________________________________
 ON0452  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 ON0452  DYNAMIC HT  -         193.680 (meters)     635.43  (feet)  COMP
 ON0452  MODELED GRAV-     980,375.1   (mgal)                       NAVD 88
 ON0452
 ON0452  VERT ORDER  -  FIRST     CLASS I
 ON0452
 ON0452.The horizontal coordinates were scaled from a topographic map and have
 ON0452.an estimated accuracy of +/- 6 seconds.
 ON0452
 ON0452.The orthometric height was determined by differential leveling
 ON0452.and adjusted by the National Geodetic Survey in June 1991..
 ON0452
 ON0452.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0452.See file dsdata.txt to determine how the superseded data were derived.
 ON0452
 ON0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH523630(NAD 83)
 ON0452_MARKER: DD = SURVEY DISK
 ON0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0452_SP_SET: 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 = OCTOBER  7, 2006
 PM0359 ***********************************************************************
 PM0359  DESIGNATION -  10 T
 PM0359  PID         -  PM0359
 PM0359  STATE/COUNTY-  WI/DOOR
 PM0359  USGS QUAD   -  STURGEON BAY EAST (1981)
 PM0359
 PM0359                         *CURRENT SURVEY CONTROL
 PM0359  ___________________________________________________________________
 PM0359* NAD 83(1986)-  44 49 37.     (N)    087 20 28.     (W)     SCALED    
 PM0359* NAVD 88     -       195.627  (meters)     641.82   (feet)  ADJUSTED  
 PM0359  ___________________________________________________________________
 PM0359  GEOID HEIGHT-         -36.73  (meters)                     GEOID03
 PM0359  DYNAMIC HT  -         195.608 (meters)     641.76  (feet)  COMP
 PM0359  MODELED GRAV-     980,515.3   (mgal)                       NAVD 88
 PM0359
 PM0359  VERT ORDER  -  FIRST     CLASS I
 PM0359
 PM0359.The horizontal coordinates were scaled from a topographic map and have
 PM0359.an estimated accuracy of +/- 6 seconds.
 PM0359
 PM0359.The orthometric height was determined by differential leveling
 PM0359.and adjusted by the National Geodetic Survey in June 1991..
 PM0359
 PM0359.The geoid height was determined by GEOID03.
 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     -   113,850.      810,230.      MT  (+/- 180 meters Scaled)
 PM0359
 PM0359                          SUPERSEDED SURVEY CONTROL
 PM0359
 PM0359.No superseded survey control is available for this station.
 PM0359
 PM0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ730637(NAD 83)
 PM0359_MARKER: DD = SURVEY DISK
 PM0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0359_SP_SET: CONCRETE POST
 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 = OCTOBER  7, 2006
 NG0364 ***********************************************************************
 NG0364  DESIGNATION -  100
 NG0364  PID         -  NG0364
 NG0364  STATE/COUNTY-  WI/RACINE
 NG0364  USGS QUAD   -  RACINE SOUTH (1976)
 NG0364
 NG0364                         *CURRENT SURVEY CONTROL
 NG0364  ___________________________________________________________________
 NG0364* NAD 83(1986)-  42 43 33.     (N)    087 46 53.     (W)     SCALED    
 NG0364* NAVD 88     -       189.246  (meters)     620.88   (feet)  ADJUSTED  
 NG0364  ___________________________________________________________________
 NG0364  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 NG0364  DYNAMIC HT  -         189.192 (meters)     620.71  (feet)  COMP
 NG0364  MODELED GRAV-     980,333.7   (mgal)                       NAVD 88
 NG0364
 NG0364  VERT ORDER  -  SECOND    CLASS I
 NG0364
 NG0364.The horizontal coordinates were scaled from a topographic map and have
 NG0364.an estimated accuracy of +/- 6 seconds.
 NG0364
 NG0364.The orthometric height was determined by differential leveling
 NG0364.and adjusted by the National Geodetic Survey in February 2004..
 NG0364
 NG0364.The geoid height was determined by GEOID03.
 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     -    83,050.      781,690.      MT  (+/- 180 meters Scaled)
 NG0364
 NG0364                          SUPERSEDED SURVEY CONTROL
 NG0364
 NG0364  NAVD 88 (06/15/91)  189.243  (m)          620.87   (f) UNKNOWN     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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0364.See file dsdata.txt to determine how the superseded data were derived.
 NG0364
 NG0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN360306(NAD 83)
 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 - March 01, 2001
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0011 ***********************************************************************
 ON0011  DESIGNATION -  1001
 ON0011  PID         -  ON0011
 ON0011  STATE/COUNTY-  WI/VERNON
 ON0011  USGS QUAD   -  HILLSBORO (1983)
 ON0011
 ON0011                         *CURRENT SURVEY CONTROL
 ON0011  ___________________________________________________________________
 ON0011* NAD 83(1986)-  43 39 23.     (N)    090 21 02.     (W)     SCALED    
 ON0011* NAVD 88     -       304.983  (meters)    1000.60   (feet)  ADJUSTED  
 ON0011  ___________________________________________________________________
 ON0011  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 ON0011  DYNAMIC HT  -         304.905 (meters)    1000.34  (feet)  COMP
 ON0011  MODELED GRAV-     980,355.3   (mgal)                       NAVD 88
 ON0011
 ON0011  VERT ORDER  -  SECOND    CLASS 0
 ON0011
 ON0011.The horizontal coordinates were scaled from a topographic map and have
 ON0011.an estimated accuracy of +/- 6 seconds.
 ON0011
 ON0011.The orthometric height was determined by differential leveling
 ON0011.and adjusted by the National Geodetic Survey in June 1991..
 ON0011
 ON0011.The geoid height was determined by GEOID03.
 ON0011
 ON0011.The dynamic height is computed by dividing the NAVD 88
 ON0011.geopotential number by the normal gravity value computed on the
 ON0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0011.degrees latitude (g = 980.6199 gals.).
 ON0011
 ON0011.The modeled gravity was interpolated from observed gravity values.
 ON0011
 ON0011;                    North         East    Units  Estimated Accuracy
 ON0011;SPC WI S     -   184,070.      571,720.      MT  (+/- 180 meters Scaled)
 ON0011
 ON0011                          SUPERSEDED SURVEY CONTROL
 ON0011
 ON0011  NGVD 29 (??/??/92)  305.005  (m)         1000.67   (f) ADJ UNCH    2 0
 ON0011
 ON0011.Superseded values are not recommended for survey control.
 ON0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0011.See file dsdata.txt to determine how the superseded data were derived.
 ON0011
 ON0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ136371(NAD 83)
 ON0011_MARKER: DD = SURVEY DISK
 ON0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0011_STAMPING: WIS 1001 1921
 ON0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0011+STABILITY: SURFACE MOTION
 ON0011
 ON0011  HISTORY     - Date     Condition        Report By
 ON0011  HISTORY     - 1921     MONUMENTED       CGS
 ON0011  HISTORY     - 1934     GOOD             NGS
 ON0011
 ON0011                          STATION DESCRIPTION
 ON0011
 ON0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ON0011'AT HILLSBORO.
 ON0011'AT HILLSBORO, VERNON COUNTY, AT THE PUBLIC SCHOOL, 81 FEET SOUTH
 ON0011'OF THE FRONT ENTRANCE, 30 FEET NORTH OF AN EAST-AND-WEST STREET,
 ON0011'AND ON THE INSIDE OF THE SIDEWALK LEADING TO THE ENTRANCE.  A
 ON0011'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED WIS
 ON0011'1001 1921 AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH
 ON0011'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0031 ***********************************************************************
 ON0031  DESIGNATION -  1009
 ON0031  PID         -  ON0031
 ON0031  STATE/COUNTY-  WI/JUNEAU
 ON0031  USGS QUAD   -  KENDALL EAST (1983)
 ON0031
 ON0031                         *CURRENT SURVEY CONTROL
 ON0031  ___________________________________________________________________
 ON0031* NAD 83(1986)-  43 48 16.     (N)    090 16 56.     (W)     SCALED    
 ON0031* NAVD 88     -       307.462  (meters)    1008.73   (feet)  ADJUSTED  
 ON0031  ___________________________________________________________________
 ON0031  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 ON0031  DYNAMIC HT  -         307.390 (meters)    1008.50  (feet)  COMP
 ON0031  MODELED GRAV-     980,376.9   (mgal)                       NAVD 88
 ON0031
 ON0031  VERT ORDER  -  SECOND    CLASS 0
 ON0031
 ON0031.The horizontal coordinates were scaled from a topographic map and have
 ON0031.an estimated accuracy of +/- 6 seconds.
 ON0031
 ON0031.The orthometric height was determined by differential leveling
 ON0031.and adjusted by the National Geodetic Survey in June 1991..
 ON0031
 ON0031.The geoid height was determined by GEOID03.
 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     -   200,500.      577,290.      MT  (+/- 180 meters Scaled)
 ON0031
 ON0031                          SUPERSEDED SURVEY CONTROL
 ON0031
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0031.See file dsdata.txt to determine how the superseded data were derived.
 ON0031
 ON0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ186537(NAD 83)
 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 - October 02, 2002
 ON0031
 ON0031  HISTORY     - Date     Condition        Report By
 ON0031  HISTORY     - 1934     MONUMENTED       USGS
 ON0031  HISTORY     - 20021002 POOR             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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AG9560 ***********************************************************************
 AG9560  DESIGNATION -  101 GRINDSTONE GPS
 AG9560  PID         -  AG9560
 AG9560  STATE/COUNTY-  WI/SAWYER
 AG9560  USGS QUAD   -  RESERVE (1971)
 AG9560
 AG9560                         *CURRENT SURVEY CONTROL
 AG9560  ___________________________________________________________________
 AG9560* NAD 83(1997)-  45 56 50.24086(N)    091 23 13.94952(W)     ADJUSTED  
 AG9560* NAVD 88     -       395.6    (meters)    1298.     (feet)  GPS OBS   
 AG9560  ___________________________________________________________________
 AG9560  X           -    -107,555.378 (meters)                     COMP
 AG9560  Y           -  -4,441,485.447 (meters)                     COMP
 AG9560  Z           -   4,561,439.067 (meters)                     COMP
 AG9560  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 AG9560  ELLIP HEIGHT-         366.45  (meters)          (12/26/02) GPS OBS
 AG9560  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 AG9560
 AG9560  HORZ ORDER  -  FIRST
 AG9560  ELLP ORDER  -  THIRD     CLASS II
 AG9560
 AG9560.The horizontal coordinates were established by GPS observations
 AG9560.and adjusted by the National Geodetic Survey in December 2002..
 AG9560
 AG9560.The orthometric height was determined by GPS observations and a
 AG9560.high-resolution geoid model.
 AG9560
 AG9560.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9560
 AG9560.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9560
 AG9560.The ellipsoidal height was determined by GPS observations
 AG9560.and is referenced to NAD 83.
 AG9560
 AG9560.The geoid height was determined by GEOID03.
 AG9560
 AG9560;                    North         East     Units Scale Factor Converg.
 AG9560;SPC WI N     -    87,700.490   492,450.837   MT  0.99995272   -1 00 02.5
 AG9560;SPC WI N     -   287,730.69  1,615,649.12   sFT  0.99995272   -1 00 02.5
 AG9560;UTM  15      - 5,089,455.544   625,000.211   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  =   0.99989528
 AG9560!UTM  15      -   0.99994256  x   0.99979209  =   0.99973466
 AG9560
 AG9560                          SUPERSEDED SURVEY CONTROL
 AG9560
 AG9560  NAD 83(1991)-  45 56 50.24049(N)    091 23 13.94892(W) AD(       ) 1
 AG9560  ELLIP H (04/30/98)  366.44   (m)                       GP(       ) 3 2
 AG9560
 AG9560.Superseded values are not recommended for survey control.
 AG9560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9560.See file dsdata.txt to determine how the superseded data were derived.
 AG9560
 AG9560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL2500089456(NAD 83)
 AG9560_MARKER: DD = SURVEY DISK
 AG9560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9560_STAMPING: 101
 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 = OCTOBER  7, 2006
 QM0263 ***********************************************************************
 QM0263  DESIGNATION -  1018
 QM0263  PID         -  QM0263
 QM0263  STATE/COUNTY-  WI/ONEIDA
 QM0263  USGS QUAD   -  THREE LAKES (1976)
 QM0263
 QM0263                         *CURRENT SURVEY CONTROL
 QM0263  ___________________________________________________________________
 QM0263* NAD 83(1986)-  45 48 02.     (N)    089 10 22.     (W)     SCALED    
 QM0263* NAVD 88     -       505.512  (meters)    1658.50   (feet)  ADJUSTED  
 QM0263  ___________________________________________________________________
 QM0263  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 QM0263  DYNAMIC HT  -         505.486 (meters)    1658.42  (feet)  COMP
 QM0263  MODELED GRAV-     980,548.0   (mgal)                       NAVD 88
 QM0263
 QM0263  VERT ORDER  -  SECOND    CLASS 0
 QM0263
 QM0263.The horizontal coordinates were scaled from a topographic map and have
 QM0263.an estimated accuracy of +/- 6 seconds.
 QM0263
 QM0263.The orthometric height was determined by differential leveling
 QM0263.and adjusted by the National Geodetic Survey in June 1991..
 QM0263
 QM0263.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0263.See file dsdata.txt to determine how the superseded data were derived.
 QM0263
 QM0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR311741(NAD 83)
 QM0263_MARKER: DD = SURVEY DISK
 QM0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0263_SP_SET: 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             NGS
 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 NATIONAL 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 = OCTOBER  7, 2006
 NJ0037 ***********************************************************************
 NJ0037  DESIGNATION -  1019.0
 NJ0037  PID         -  NJ0037
 NJ0037  STATE/COUNTY-  WI/LAFAYETTE
 NJ0037  USGS QUAD   -  SHULLSBURG (1976)
 NJ0037
 NJ0037                         *CURRENT SURVEY CONTROL
 NJ0037  ___________________________________________________________________
 NJ0037* NAD 83(1986)-  42 34 32.     (N)    090 13 50.     (W)     SCALED    
 NJ0037* NAVD 88     -       311.032  (meters)    1020.44   (feet)  ADJUSTED  
 NJ0037  ___________________________________________________________________
 NJ0037  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 NJ0037  DYNAMIC HT  -         310.935 (meters)    1020.13  (feet)  COMP
 NJ0037  MODELED GRAV-     980,300.9   (mgal)                       NAVD 88
 NJ0037
 NJ0037  VERT ORDER  -  SECOND    CLASS 0
 NJ0037
 NJ0037.The horizontal coordinates were scaled from a topographic map and have
 NJ0037.an estimated accuracy of +/- 6 seconds.
 NJ0037
 NJ0037.The orthometric height was determined by differential leveling
 NJ0037.and adjusted by the National Geodetic Survey in June 1991..
 NJ0037
 NJ0037.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0037.See file dsdata.txt to determine how the superseded data were derived.
 NJ0037
 NJ0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH272174(NAD 83)
 NJ0037_MARKER: P = PIPE CAP
 NJ0037_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0037_SP_SET: METAL PIPE DRIVEN INTO GROUND
 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             NGS
 NJ0037  HISTORY     - 19981118 MARK NOT FOUND   USPSQD
 NJ0037
 NJ0037                          STATION DESCRIPTION
 NJ0037
 NJ0037'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 OL0154 ***********************************************************************
 OL0154  DESIGNATION -  102
 OL0154  PID         -  OL0154
 OL0154  STATE/COUNTY-  WI/MILWAUKEE
 OL0154  USGS QUAD   -  MILWAUKEE (1971)
 OL0154
 OL0154                         *CURRENT SURVEY CONTROL
 OL0154  ___________________________________________________________________
 OL0154* NAD 83(1986)-  43 02 14.     (N)    087 54 52.     (W)     SCALED    
 OL0154* NAVD 88     -       181.201  (meters)     594.49   (feet)  ADJUSTED  
 OL0154  ___________________________________________________________________
 OL0154  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 OL0154  DYNAMIC HT  -         181.153 (meters)     594.33  (feet)  COMP
 OL0154  MODELED GRAV-     980,351.2   (mgal)                       NAVD 88
 OL0154
 OL0154  VERT ORDER  -  SECOND    CLASS I
 OL0154
 OL0154.The horizontal coordinates were scaled from a topographic map and have
 OL0154.an estimated accuracy of +/- 6 seconds.
 OL0154
 OL0154.The orthometric height was determined by differential leveling
 OL0154.and adjusted by the National Geodetic Survey in February 2004..
 OL0154.WARNING-Repeat measurements at this control monument indicate possible
 OL0154.vertical movement.
 OL0154
 OL0154.The geoid height was determined by GEOID03.
 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     -   117,350.      769,930.      MT  (+/- 180 meters Scaled)
 OL0154
 OL0154                          SUPERSEDED SURVEY CONTROL
 OL0154
 OL0154  NAVD 88 (06/15/91)  181.215  (m)          594.54   (f) UNKNOWN     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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0154.See file dsdata.txt to determine how the superseded data were derived.
 OL0154
 OL0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN255653(NAD 83)
 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 - 2003
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP0454 ***********************************************************************
 PP0454  DESIGNATION -  102 BOLT
 PP0454  PID         -  PP0454
 PP0454  STATE/COUNTY-  WI/PIERCE
 PP0454  USGS QUAD   -  DIAMOND BLUFF EAST (1974)
 PP0454
 PP0454                         *CURRENT SURVEY CONTROL
 PP0454  ___________________________________________________________________
 PP0454* NAD 83(1986)-  44 38 51.     (N)    092 37 23.     (W)     SCALED    
 PP0454* NAVD 88     -       219.970  (meters)     721.68   (feet)  ADJUSTED  
 PP0454  ___________________________________________________________________
 PP0454  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 PP0454  DYNAMIC HT  -         219.939 (meters)     721.58  (feet)  COMP
 PP0454  MODELED GRAV-     980,471.7   (mgal)                       NAVD 88
 PP0454
 PP0454  VERT ORDER  -  FIRST     CLASS I
 PP0454
 PP0454.The horizontal coordinates were scaled from a topographic map and have
 PP0454.an estimated accuracy of +/- 6 seconds.
 PP0454
 PP0454.The orthometric height was determined by differential leveling
 PP0454.and adjusted by the National Geodetic Survey in June 1991..
 PP0454
 PP0454.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0454.See file dsdata.txt to determine how the superseded data were derived.
 PP0454
 PP0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK298438(NAD 83)
 PP0454_MARKER: B = BOLT
 PP0454_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PP0454_SP_SET: METAL PIPE DRIVEN INTO GROUND
 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 = OCTOBER  7, 2006
 AG9564 ***********************************************************************
 AG9564  DESIGNATION -  102 WHITEFISH LAKE GPS
 AG9564  PID         -  AG9564
 AG9564  STATE/COUNTY-  WI/SAWYER
 AG9564  USGS QUAD   -  HAUER (1971)
 AG9564
 AG9564                         *CURRENT SURVEY CONTROL
 AG9564  ___________________________________________________________________
 AG9564* NAD 83(1997)-  45 51 55.12191(N)    091 25 05.64660(W)     ADJUSTED  
 AG9564* NAVD 88     -       397.9    (meters)    1305.     (feet)  GPS OBS   
 AG9564  ___________________________________________________________________
 AG9564  X           -    -110,122.540 (meters)                     COMP
 AG9564  Y           -  -4,447,970.418 (meters)                     COMP
 AG9564  Z           -   4,555,099.885 (meters)                     COMP
 AG9564  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 AG9564  ELLIP HEIGHT-         368.47  (meters)          (12/26/02) GPS OBS
 AG9564  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 AG9564
 AG9564  HORZ ORDER  -  FIRST
 AG9564  ELLP ORDER  -  THIRD     CLASS II
 AG9564
 AG9564.The horizontal coordinates were established by GPS observations
 AG9564.and adjusted by the National Geodetic Survey in December 2002..
 AG9564
 AG9564.The orthometric height was determined by GPS observations and a
 AG9564.high-resolution geoid model.
 AG9564
 AG9564.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9564
 AG9564.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9564
 AG9564.The ellipsoidal height was determined by GPS observations
 AG9564.and is referenced to NAD 83.
 AG9564
 AG9564.The geoid height was determined by GEOID03.
 AG9564
 AG9564;                    North         East     Units Scale Factor Converg.
 AG9564;SPC WI N     -    78,633.072   489,882.909   MT  0.99995921   -1 01 23.1
 AG9564;SPC WI N     -   257,982.00  1,607,224.18   sFT  0.99995921   -1 01 23.1
 AG9564;UTM  15      - 5,080,299.345   622,776.105   MT  0.99978532   +1 08 07.4
 AG9564
 AG9564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9564!SPC WI N     -   0.99994224  x   0.99995921  =   0.99990145
 AG9564!UTM  15      -   0.99994224  x   0.99978532  =   0.99972757
 AG9564
 AG9564                          SUPERSEDED SURVEY CONTROL
 AG9564
 AG9564  NAD 83(1991)-  45 51 55.12165(N)    091 25 05.64554(W) AD(       ) 1
 AG9564  ELLIP H (04/30/98)  368.46   (m)                       GP(       ) 3 2
 AG9564
 AG9564.Superseded values are not recommended for survey control.
 AG9564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9564.See file dsdata.txt to determine how the superseded data were derived.
 AG9564
 AG9564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL2277680299(NAD 83)
 AG9564_MARKER: DD = SURVEY DISK
 AG9564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9564_STAMPING: 102
 AG9564_MARK LOGO: WI-113
 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 - 1995
 AG9564
 AG9564  HISTORY     - Date     Condition        Report By
 AG9564  HISTORY     - 1995     MONUMENTED       WI-113
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0168 ***********************************************************************
 RM0168  DESIGNATION -  1026
 RM0168  PID         -  RM0168
 RM0168  STATE/COUNTY-  WI/ASHLAND
 RM0168  USGS QUAD   -  MELLEN (1980)
 RM0168
 RM0168                         *CURRENT SURVEY CONTROL
 RM0168  ___________________________________________________________________
 RM0168* NAD 83(1986)-  46 19 35.     (N)    090 39 30.     (W)     SCALED    
 RM0168* NAVD 88     -       377.863  (meters)    1239.71   (feet)  ADJUSTED  
 RM0168  ___________________________________________________________________
 RM0168  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 RM0168  DYNAMIC HT  -         377.869 (meters)    1239.73  (feet)  COMP
 RM0168  MODELED GRAV-     980,619.2   (mgal)                       NAVD 88
 RM0168
 RM0168  VERT ORDER  -  SECOND    CLASS 0
 RM0168
 RM0168.The horizontal coordinates were scaled from a topographic map and have
 RM0168.an estimated accuracy of +/- 6 seconds.
 RM0168
 RM0168.The orthometric height was determined by differential leveling
 RM0168.and adjusted by the National Geodetic Survey in June 1991..
 RM0168
 RM0168.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0168.See file dsdata.txt to determine how the superseded data were derived.
 RM0168
 RM0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM802329(NAD 83)
 RM0168_MARKER: DD = SURVEY DISK
 RM0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0168_STAMPING: 1026
 RM0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0168+STABILITY: SURFACE MOTION
 RM0168
 RM0168  HISTORY     - Date     Condition        Report By
 RM0168  HISTORY     - UNK      MONUMENTED       WIGS
 RM0168  HISTORY     - 1934     GOOD             NGS
 RM0168  HISTORY     - 20031003 MARK NOT FOUND   USPSQD
 RM0168  HISTORY     - 20041207 MARK NOT FOUND   WIDT
 RM0168
 RM0168                          STATION DESCRIPTION
 RM0168
 RM0168'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 PP0452 ***********************************************************************
 PP0452  DESIGNATION -  103 CAP
 PP0452  PID         -  PP0452
 PP0452  STATE/COUNTY-  WI/PIERCE
 PP0452  USGS QUAD   -  DIAMOND BLUFF EAST (1974)
 PP0452
 PP0452                         *CURRENT SURVEY CONTROL
 PP0452  ___________________________________________________________________
 PP0452* NAD 83(1986)-  44 38 52.     (N)    092 37 23.     (W)     SCALED    
 PP0452* NAVD 88     -       221.208  (meters)     725.75   (feet)  ADJUSTED  
 PP0452  ___________________________________________________________________
 PP0452  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 PP0452  DYNAMIC HT  -         221.177 (meters)     725.64  (feet)  COMP
 PP0452  MODELED GRAV-     980,471.7   (mgal)                       NAVD 88
 PP0452
 PP0452  VERT ORDER  -  FIRST     CLASS I
 PP0452
 PP0452.The horizontal coordinates were scaled from a topographic map and have
 PP0452.an estimated accuracy of +/- 6 seconds.
 PP0452
 PP0452.The orthometric height was determined by differential leveling
 PP0452.and adjusted by the National Geodetic Survey in June 1991..
 PP0452
 PP0452.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0452.See file dsdata.txt to determine how the superseded data were derived.
 PP0452
 PP0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK298438(NAD 83)
 PP0452_MARKER: P = PIPE CAP
 PP0452_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PP0452_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PP0452_STAMPING: 44 38 51 92 37 20
 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 = OCTOBER  7, 2006
 AF9989 ***********************************************************************
 AF9989  DESIGNATION -  103 STONE LAKE GPS
 AF9989  PID         -  AF9989
 AF9989  STATE/COUNTY-  WI/SAWYER
 AF9989  USGS QUAD   -  STONE LAKE (1971)
 AF9989
 AF9989                         *CURRENT SURVEY CONTROL
 AF9989  ___________________________________________________________________
 AF9989* NAD 83(1997)-  45 52 13.75615(N)    091 31 37.33482(W)     ADJUSTED  
 AF9989* NAVD 88     -       412.8    (meters)    1354.     (feet)  GPS OBS   
 AF9989  ___________________________________________________________________
 AF9989  X           -    -118,558.120 (meters)                     COMP
 AF9989  Y           -  -4,447,350.932 (meters)                     COMP
 AF9989  Z           -   4,555,511.304 (meters)                     COMP
 AF9989  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 AF9989  ELLIP HEIGHT-         383.50  (meters)          (12/26/02) GPS OBS
 AF9989  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 AF9989
 AF9989  HORZ ORDER  -  FIRST
 AF9989  ELLP ORDER  -  THIRD     CLASS II
 AF9989
 AF9989.The horizontal coordinates were established by GPS observations
 AF9989.and adjusted by the National Geodetic Survey in December 2002..
 AF9989
 AF9989.The orthometric height was determined by GPS observations and a
 AF9989.high-resolution geoid model.
 AF9989
 AF9989.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9989
 AF9989.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9989
 AF9989.The ellipsoidal height was determined by GPS observations
 AF9989.and is referenced to NAD 83.
 AF9989
 AF9989.The geoid height was determined by GEOID03.
 AF9989
 AF9989;                    North         East     Units Scale Factor Converg.
 AF9989;SPC WI N     -    79,364.898   481,447.156   MT  0.99995874   -1 06 05.6
 AF9989;SPC WI N     -   260,383.00  1,579,547.88   sFT  0.99995874   -1 06 05.6
 AF9989;UTM  15      - 5,080,712.822   614,320.347   MT  0.99976067   +1 03 26.5
 AF9989
 AF9989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9989!SPC WI N     -   0.99993988  x   0.99995874  =   0.99989862
 AF9989!UTM  15      -   0.99993988  x   0.99976067  =   0.99970057
 AF9989
 AF9989                          SUPERSEDED SURVEY CONTROL
 AF9989
 AF9989  NAD 83(1991)-  45 52 13.75577(N)    091 31 37.33399(W) AD(       ) 1
 AF9989  ELLIP H (04/30/98)  383.49   (m)                       GP(       ) 3 2
 AF9989
 AF9989.Superseded values are not recommended for survey control.
 AF9989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9989.See file dsdata.txt to determine how the superseded data were derived.
 AF9989
 AF9989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1432080713(NAD 83)
 AF9989_MARKER: DD = SURVEY DISK
 AF9989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9989_STAMPING: 103
 AF9989_MARK LOGO: WI-113
 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 - 1995
 AF9989
 AF9989  HISTORY     - Date     Condition        Report By
 AF9989  HISTORY     - 1995     MONUMENTED       WI-113
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0758 ***********************************************************************
 NH0758  DESIGNATION -  1031 WIS
 NH0758  PID         -  NH0758
 NH0758  STATE/COUNTY-  WI/GREEN
 NH0758  USGS QUAD   -  MONROE (1982)
 NH0758
 NH0758                         *CURRENT SURVEY CONTROL
 NH0758  ___________________________________________________________________
 NH0758* NAD 83(1986)-  42 35 33.     (N)    089 39 35.     (W)     SCALED    
 NH0758* NAVD 88     -       314.579  (meters)    1032.08   (feet)  ADJUSTED  
 NH0758  ___________________________________________________________________
 NH0758  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 NH0758  DYNAMIC HT  -         314.481 (meters)    1031.76  (feet)  COMP
 NH0758  MODELED GRAV-     980,300.7   (mgal)                       NAVD 88
 NH0758
 NH0758  VERT ORDER  -  SECOND    CLASS 0
 NH0758
 NH0758.The horizontal coordinates were scaled from a topographic map and have
 NH0758.an estimated accuracy of +/- 6 seconds.
 NH0758
 NH0758.The orthometric height was determined by differential leveling
 NH0758.and adjusted by the National Geodetic Survey in June 1991..
 NH0758
 NH0758.The geoid height was determined by GEOID03.
 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     -    65,880.      627,930.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0758.See file dsdata.txt to determine how the superseded data were derived.
 NH0758
 NH0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN817189(NAD 83)
 NH0758_MARKER: DD = SURVEY DISK
 NH0758_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0758_SP_SET: OVERPASS
 NH0758_STAMPING: 1031-WIS-1919
 NH0758_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0758
 NH0758  HISTORY     - Date     Condition        Report By
 NH0758  HISTORY     - 1919     MONUMENTED       USGS
 NH0758  HISTORY     - 1934     GOOD             NGS
 NH0758  HISTORY     - 20010303 GOOD             NGS
 NH0758
 NH0758                          STATION DESCRIPTION
 NH0758
 NH0758'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 PP0447 ***********************************************************************
 PP0447  DESIGNATION -  104 BOLT
 PP0447  PID         -  PP0447
 PP0447  STATE/COUNTY-  WI/PIERCE
 PP0447  USGS QUAD   -  DIAMOND BLUFF EAST (1974)
 PP0447
 PP0447                         *CURRENT SURVEY CONTROL
 PP0447  ___________________________________________________________________
 PP0447* NAD 83(1986)-  44 38 39.     (N)    092 36 45.     (W)     SCALED    
 PP0447* NAVD 88     -       219.379  (meters)     719.75   (feet)  ADJUSTED  
 PP0447  ___________________________________________________________________
 PP0447  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 PP0447  DYNAMIC HT  -         219.347 (meters)     719.64  (feet)  COMP
 PP0447  MODELED GRAV-     980,470.5   (mgal)                       NAVD 88
 PP0447
 PP0447  VERT ORDER  -  FIRST     CLASS I
 PP0447
 PP0447.The horizontal coordinates were scaled from a topographic map and have
 PP0447.an estimated accuracy of +/- 6 seconds.
 PP0447
 PP0447.The orthometric height was determined by differential leveling
 PP0447.and adjusted by the National Geodetic Survey in June 1991..
 PP0447
 PP0447.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0447.See file dsdata.txt to determine how the superseded data were derived.
 PP0447
 PP0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK307434(NAD 83)
 PP0447_MARKER: B = BOLT
 PP0447_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PP0447_SP_SET: METAL PIPE DRIVEN INTO GROUND
 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 = OCTOBER  7, 2006
 AG9559 ***********************************************************************
 AG9559  DESIGNATION -  104 WINDIGO LAKE GPS
 AG9559  PID         -  AG9559
 AG9559  STATE/COUNTY-  WI/SAWYER
 AG9559  USGS QUAD   -  RESERVE (1971)
 AG9559
 AG9559                         *CURRENT SURVEY CONTROL
 AG9559  ___________________________________________________________________
 AG9559* NAD 83(1997)-  45 56 04.20697(N)    091 29 55.61679(W)     ADJUSTED  
 AG9559* NAVD 88     -       389.0    (meters)    1276.     (feet)  GPS OBS   
 AG9559  ___________________________________________________________________
 AG9559  X           -    -116,230.839 (meters)                     COMP
 AG9559  Y           -  -4,442,284.126 (meters)                     COMP
 AG9559  Z           -   4,560,445.947 (meters)                     COMP
 AG9559  LAPLACE CORR-          -5.05  (seconds)                    DEFLEC99
 AG9559  ELLIP HEIGHT-         359.92  (meters)          (12/26/02) GPS OBS
 AG9559  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 AG9559
 AG9559  HORZ ORDER  -  FIRST
 AG9559  ELLP ORDER  -  THIRD     CLASS II
 AG9559
 AG9559.The horizontal coordinates were established by GPS observations
 AG9559.and adjusted by the National Geodetic Survey in December 2002..
 AG9559
 AG9559.The orthometric height was determined by GPS observations and a
 AG9559.high-resolution geoid model.
 AG9559
 AG9559.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9559
 AG9559.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9559
 AG9559.The ellipsoidal height was determined by GPS observations
 AG9559.and is referenced to NAD 83.
 AG9559
 AG9559.The geoid height was determined by GEOID03.
 AG9559
 AG9559;                    North         East     Units Scale Factor Converg.
 AG9559;SPC WI N     -    86,436.666   483,774.744   MT  0.99995359   -1 04 52.2
 AG9559;SPC WI N     -   283,584.30  1,587,184.31   sFT  0.99995359   -1 04 52.2
 AG9559;UTM  15      - 5,087,865.896   616,379.417   MT  0.99976651   +1 04 43.7
 AG9559
 AG9559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9559!SPC WI N     -   0.99994358  x   0.99995359  =   0.99989717
 AG9559!UTM  15      -   0.99994358  x   0.99976651  =   0.99971010
 AG9559
 AG9559                          SUPERSEDED SURVEY CONTROL
 AG9559
 AG9559  NAD 83(1991)-  45 56 04.20659(N)    091 29 55.61613(W) AD(       ) 1
 AG9559  ELLIP H (04/30/98)  359.91   (m)                       GP(       ) 3 2
 AG9559
 AG9559.Superseded values are not recommended for survey control.
 AG9559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9559.See file dsdata.txt to determine how the superseded data were derived.
 AG9559
 AG9559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1637987866(NAD 83)
 AG9559_MARKER: DD = SURVEY DISK
 AG9559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9559_STAMPING: 104
 AG9559_MARK LOGO: WI-113
 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 - 1995
 AG9559
 AG9559  HISTORY     - Date     Condition        Report By
 AG9559  HISTORY     - 1995     MONUMENTED       WI-113
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP0446 ***********************************************************************
 PP0446  DESIGNATION -  105 CAP
 PP0446  PID         -  PP0446
 PP0446  STATE/COUNTY-  WI/PIERCE
 PP0446  USGS QUAD   -  DIAMOND BLUFF EAST (1974)
 PP0446
 PP0446                         *CURRENT SURVEY CONTROL
 PP0446  ___________________________________________________________________
 PP0446* NAD 83(1986)-  44 38 39.     (N)    092 36 46.     (W)     SCALED    
 PP0446* NAVD 88     -       220.609  (meters)     723.78   (feet)  ADJUSTED  
 PP0446  ___________________________________________________________________
 PP0446  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 PP0446  DYNAMIC HT  -         220.577 (meters)     723.68  (feet)  COMP
 PP0446  MODELED GRAV-     980,470.5   (mgal)                       NAVD 88
 PP0446
 PP0446  VERT ORDER  -  FIRST     CLASS I
 PP0446
 PP0446.The horizontal coordinates were scaled from a topographic map and have
 PP0446.an estimated accuracy of +/- 6 seconds.
 PP0446
 PP0446.The orthometric height was determined by differential leveling
 PP0446.and adjusted by the National Geodetic Survey in June 1991..
 PP0446
 PP0446.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0446.See file dsdata.txt to determine how the superseded data were derived.
 PP0446
 PP0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK307434(NAD 83)
 PP0446_MARKER: P = PIPE CAP
 PP0446_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PP0446_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PP0446_STAMPING: 44 38 36 92 36 36
 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 = OCTOBER  7, 2006
 AG9558 ***********************************************************************
 AG9558  DESIGNATION -  105 COUNTY HILL GPS
 AG9558  PID         -  AG9558
 AG9558  STATE/COUNTY-  WI/SAWYER
 AG9558  USGS QUAD   -  STANBERRY EAST (1971)
 AG9558
 AG9558                         *CURRENT SURVEY CONTROL
 AG9558  ___________________________________________________________________
 AG9558* NAD 83(1997)-  46 00 46.68215(N)    091 32 04.62409(W)     ADJUSTED  
 AG9558* NAVD 88     -       366.3    (meters)    1202.     (feet)  GPS OBS   
 AG9558  ___________________________________________________________________
 AG9558  X           -    -118,840.856 (meters)                     COMP
 AG9558  Y           -  -4,435,926.098 (meters)                     COMP
 AG9558  Z           -   4,566,491.630 (meters)                     COMP
 AG9558  LAPLACE CORR-          -8.84  (seconds)                    DEFLEC99
 AG9558  ELLIP HEIGHT-         337.70  (meters)          (12/26/02) GPS OBS
 AG9558  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 AG9558
 AG9558  HORZ ORDER  -  FIRST
 AG9558  ELLP ORDER  -  THIRD     CLASS II
 AG9558
 AG9558.The horizontal coordinates were established by GPS observations
 AG9558.and adjusted by the National Geodetic Survey in December 2002..
 AG9558
 AG9558.The orthometric height was determined by GPS observations and a
 AG9558.high-resolution geoid model.
 AG9558
 AG9558.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9558
 AG9558.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9558
 AG9558.The ellipsoidal height was determined by GPS observations
 AG9558.and is referenced to NAD 83.
 AG9558
 AG9558.The geoid height was determined by GEOID03.
 AG9558
 AG9558;                    North         East     Units Scale Factor Converg.
 AG9558;SPC WI N     -    95,209.162   481,164.673   MT  0.99994898   -1 06 25.3
 AG9558;SPC WI N     -   312,365.39  1,578,621.10   sFT  0.99994898   -1 06 25.3
 AG9558;UTM  15      - 5,096,532.110   613,441.006   MT  0.99975820   +1 03 16.0
 AG9558
 AG9558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9558!SPC WI N     -   0.99994706  x   0.99994898  =   0.99989604
 AG9558!UTM  15      -   0.99994706  x   0.99975820  =   0.99970528
 AG9558
 AG9558                          SUPERSEDED SURVEY CONTROL
 AG9558
 AG9558  NAD 83(1991)-  46 00 46.68180(N)    091 32 04.62344(W) AD(       ) 1
 AG9558  ELLIP H (04/30/98)  337.68   (m)                       GP(       ) 3 2
 AG9558
 AG9558.Superseded values are not recommended for survey control.
 AG9558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9558.See file dsdata.txt to determine how the superseded data were derived.
 AG9558
 AG9558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1344196532(NAD 83)
 AG9558_MARKER: DD = SURVEY DISK
 AG9558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9558_STAMPING: 105
 AG9558_MARK LOGO: WI-113
 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 - 1995
 AG9558
 AG9558  HISTORY     - Date     Condition        Report By
 AG9558  HISTORY     - 1995     MONUMENTED       WI-113
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP0437 ***********************************************************************
 PP0437  DESIGNATION -  106 BOLT
 PP0437  PID         -  PP0437
 PP0437  STATE/COUNTY-  WI/PIERCE
 PP0437  USGS QUAD   -  RED WING (1994)
 PP0437
 PP0437                         *CURRENT SURVEY CONTROL
 PP0437  ___________________________________________________________________
 PP0437* NAD 83(1986)-  44 36 10.     (N)    092 33 52.     (W)     SCALED    
 PP0437* NAVD 88     -       205.325  (meters)     673.64   (feet)  ADJUSTED  
 PP0437  ___________________________________________________________________
 PP0437  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 PP0437  DYNAMIC HT  -         205.296 (meters)     673.54  (feet)  COMP
 PP0437  MODELED GRAV-     980,470.2   (mgal)                       NAVD 88
 PP0437
 PP0437  VERT ORDER  -  FIRST     CLASS I
 PP0437
 PP0437.The horizontal coordinates were scaled from a topographic map and have
 PP0437.an estimated accuracy of +/- 6 seconds.
 PP0437
 PP0437.The orthometric height was determined by differential leveling
 PP0437.and adjusted by the National Geodetic Survey in June 1991..
 PP0437
 PP0437.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0437.See file dsdata.txt to determine how the superseded data were derived.
 PP0437
 PP0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK345389(NAD 83)
 PP0437_MARKER: B = BOLT
 PP0437_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PP0437_SP_SET: METAL PIPE DRIVEN INTO GROUND
 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 = OCTOBER  7, 2006
 PP0436 ***********************************************************************
 PP0436  DESIGNATION -  106 CAP
 PP0436  PID         -  PP0436
 PP0436  STATE/COUNTY-  WI/PIERCE
 PP0436  USGS QUAD   -  RED WING (1994)
 PP0436
 PP0436                         *CURRENT SURVEY CONTROL
 PP0436  ___________________________________________________________________
 PP0436* NAD 83(1986)-  44 36 10.     (N)    092 33 51.     (W)     SCALED    
 PP0436* NAVD 88     -       206.564  (meters)     677.70   (feet)  ADJUSTED  
 PP0436  ___________________________________________________________________
 PP0436  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 PP0436  DYNAMIC HT  -         206.534 (meters)     677.60  (feet)  COMP
 PP0436  MODELED GRAV-     980,470.2   (mgal)                       NAVD 88
 PP0436
 PP0436  VERT ORDER  -  FIRST     CLASS I
 PP0436
 PP0436.The horizontal coordinates were scaled from a topographic map and have
 PP0436.an estimated accuracy of +/- 6 seconds.
 PP0436
 PP0436.The orthometric height was determined by differential leveling
 PP0436.and adjusted by the National Geodetic Survey in June 1991..
 PP0436
 PP0436.The geoid height was determined by GEOID03.
 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     -    88,710.      396,480.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0436.See file dsdata.txt to determine how the superseded data were derived.
 PP0436
 PP0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK345389(NAD 83)
 PP0436_MARKER: P = PIPE CAP
 PP0436_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PP0436_SP_SET: METAL PIPE DRIVEN INTO GROUND
 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'LAT LO AS MEASURED 44 36 09.7 N  092 33 54.0 W
 PP0436' 
 PP0436'MARKER WAS RECOVERED 1 FOOT BELOW GRADE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AG9556 ***********************************************************************
 AG9556  DESIGNATION -  106 PHIPPS FLOWAGE GPS
 AG9556  PID         -  AG9556
 AG9556  STATE/COUNTY-  WI/SAWYER
 AG9556  USGS QUAD   -  HAYWARD (1979)
 AG9556
 AG9556                         *CURRENT SURVEY CONTROL
 AG9556  ___________________________________________________________________
 AG9556* NAD 83(1997)-  46 04 28.44826(N)    091 24 40.71269(W)     ADJUSTED  
 AG9556* NAVD 88     -       377.3    (meters)    1238.     (feet)  GPS OBS   
 AG9556  ___________________________________________________________________
 AG9556  X           -    -109,172.620 (meters)                     COMP
 AG9556  Y           -  -4,431,251.340 (meters)                     COMP
 AG9556  Z           -   4,571,252.436 (meters)                     COMP
 AG9556  LAPLACE CORR-          -9.42  (seconds)                    DEFLEC99
 AG9556  ELLIP HEIGHT-         348.64  (meters)          (12/26/02) GPS OBS
 AG9556  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 AG9556
 AG9556  HORZ ORDER  -  FIRST
 AG9556  ELLP ORDER  -  THIRD     CLASS II
 AG9556
 AG9556.The horizontal coordinates were established by GPS observations
 AG9556.and adjusted by the National Geodetic Survey in December 2002..
 AG9556
 AG9556.The orthometric height was determined by GPS observations and a
 AG9556.high-resolution geoid model.
 AG9556
 AG9556.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9556
 AG9556.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9556
 AG9556.The ellipsoidal height was determined by GPS observations
 AG9556.and is referenced to NAD 83.
 AG9556
 AG9556.The geoid height was determined by GEOID03.
 AG9556
 AG9556;                    North         East     Units Scale Factor Converg.
 AG9556;SPC WI N     -   101,877.806   490,833.865   MT  0.99994666   -1 01 05.1
 AG9556;SPC WI N     -   334,244.10  1,610,344.11   sFT  0.99994666   -1 01 05.1
 AG9556;UTM  15      - 5,103,559.533   622,850.088   MT  0.99978553   +1 08 39.8
 AG9556
 AG9556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9556!SPC WI N     -   0.99994535  x   0.99994666  =   0.99989201
 AG9556!UTM  15      -   0.99994535  x   0.99978553  =   0.99973089
 AG9556
 AG9556                          SUPERSEDED SURVEY CONTROL
 AG9556
 AG9556  NAD 83(1991)-  46 04 28.44800(N)    091 24 40.71196(W) AD(       ) 1
 AG9556  ELLIP H (04/30/98)  348.62   (m)                       GP(       ) 3 2
 AG9556
 AG9556.Superseded values are not recommended for survey control.
 AG9556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9556.See file dsdata.txt to determine how the superseded data were derived.
 AG9556
 AG9556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM2285003560(NAD 83)
 AG9556_MARKER: DD = SURVEY DISK
 AG9556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9556_STAMPING: 106
 AG9556_MARK LOGO: WI-113
 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 - 1995
 AG9556
 AG9556  HISTORY     - Date     Condition        Report By
 AG9556  HISTORY     - 1995     MONUMENTED       WI-113
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0065 ***********************************************************************
 OM0065  DESIGNATION -  1068.964
 OM0065  PID         -  OM0065
 OM0065  STATE/COUNTY-  WI/WASHINGTON
 OM0065  USGS QUAD   -  HARTFORD EAST (1976)
 OM0065
 OM0065                         *CURRENT SURVEY CONTROL
 OM0065  ___________________________________________________________________
 OM0065* NAD 83(1986)-  43 20 03.     (N)    088 17 07.     (W)     SCALED    
 OM0065* NAVD 88     -       325.701  (meters)    1068.57   (feet)  ADJUSTED  
 OM0065  ___________________________________________________________________
 OM0065  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 OM0065  DYNAMIC HT  -         325.621 (meters)    1068.31  (feet)  COMP
 OM0065  MODELED GRAV-     980,365.1   (mgal)                       NAVD 88
 OM0065
 OM0065  VERT ORDER  -  SECOND    CLASS 0
 OM0065
 OM0065.The horizontal coordinates were scaled from a topographic map and have
 OM0065.an estimated accuracy of +/- 6 seconds.
 OM0065
 OM0065.The orthometric height was determined by differential leveling
 OM0065.and adjusted by the National Geodetic Survey in June 1991..
 OM0065
 OM0065.The geoid height was determined by GEOID03.
 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     -   149,640.      739,040.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0065.See file dsdata.txt to determine how the superseded data were derived.
 OM0065
 OM0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN958987(NAD 83)
 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             NGS
 OM0065  HISTORY     - 20031109 MARK NOT FOUND   USPSQD
 OM0065
 OM0065                          STATION DESCRIPTION
 OM0065
 OM0065'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 PP0424 ***********************************************************************
 PP0424  DESIGNATION -  108 BOLT
 PP0424  PID         -  PP0424
 PP0424  STATE/COUNTY-  WI/PIERCE
 PP0424  USGS QUAD   -  RED WING (1994)
 PP0424
 PP0424                         *CURRENT SURVEY CONTROL
 PP0424  ___________________________________________________________________
 PP0424* NAD 83(1986)-  44 35 33.     (N)    092 33 20.     (W)     SCALED    
 PP0424* NAVD 88     -       205.255  (meters)     673.41   (feet)  ADJUSTED  
 PP0424  ___________________________________________________________________
 PP0424  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 PP0424  DYNAMIC HT  -         205.226 (meters)     673.31  (feet)  COMP
 PP0424  MODELED GRAV-     980,472.4   (mgal)                       NAVD 88
 PP0424
 PP0424  VERT ORDER  -  SECOND    CLASS 0
 PP0424
 PP0424.The horizontal coordinates were scaled from a topographic map and have
 PP0424.an estimated accuracy of +/- 6 seconds.
 PP0424
 PP0424.The orthometric height was determined by differential leveling
 PP0424.and adjusted by the National Geodetic Survey in June 1991..
 PP0424
 PP0424.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0424.See file dsdata.txt to determine how the superseded data were derived.
 PP0424
 PP0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK352377(NAD 83)
 PP0424_MARKER: B = BOLT
 PP0424_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PP0424_SP_SET: METAL PIPE DRIVEN INTO GROUND
 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 = OCTOBER  7, 2006
 PP0425 ***********************************************************************
 PP0425  DESIGNATION -  108 CAP
 PP0425  PID         -  PP0425
 PP0425  STATE/COUNTY-  WI/PIERCE
 PP0425  USGS QUAD   -  RED WING (1994)
 PP0425
 PP0425                         *CURRENT SURVEY CONTROL
 PP0425  ___________________________________________________________________
 PP0425* NAD 83(1986)-  44 35 34.     (N)    092 33 20.     (W)     SCALED    
 PP0425* NAVD 88     -       206.468  (meters)     677.39   (feet)  ADJUSTED  
 PP0425  ___________________________________________________________________
 PP0425  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 PP0425  DYNAMIC HT  -         206.439 (meters)     677.29  (feet)  COMP
 PP0425  MODELED GRAV-     980,472.4   (mgal)                       NAVD 88
 PP0425
 PP0425  VERT ORDER  -  SECOND    CLASS 0
 PP0425
 PP0425.The horizontal coordinates were scaled from a topographic map and have
 PP0425.an estimated accuracy of +/- 6 seconds.
 PP0425
 PP0425.The orthometric height was determined by differential leveling
 PP0425.and adjusted by the National Geodetic Survey in June 1991..
 PP0425
 PP0425.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0425.See file dsdata.txt to determine how the superseded data were derived.
 PP0425
 PP0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK352378(NAD 83)
 PP0425_MARKER: P = PIPE CAP
 PP0425_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PP0425_SP_SET: METAL PIPE DRIVEN INTO GROUND
 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 = OCTOBER  7, 2006
 AF9987 ***********************************************************************
 AF9987  DESIGNATION -  108 ROUND LAKE GPS
 AF9987  PID         -  AF9987
 AF9987  STATE/COUNTY-  WI/SAWYER
 AF9987  USGS QUAD   -  CHIEF LAKE (1971)
 AF9987
 AF9987                         *CURRENT SURVEY CONTROL
 AF9987  ___________________________________________________________________
 AF9987* NAD 83(1997)-  45 59 37.67363(N)    091 17 09.89487(W)     ADJUSTED  
 AF9987* NAVD 88     -       417.1    (meters)    1368.     (feet)  GPS OBS   
 AF9987  ___________________________________________________________________
 AF9987  X           -     -99,632.959 (meters)                     COMP
 AF9987  Y           -  -4,437,967.174 (meters)                     COMP
 AF9987  Z           -   4,565,047.650 (meters)                     COMP
 AF9987  LAPLACE CORR-          -4.59  (seconds)                    DEFLEC99
 AF9987  ELLIP HEIGHT-         387.88  (meters)          (12/26/02) GPS OBS
 AF9987  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 AF9987
 AF9987  HORZ ORDER  -  FIRST
 AF9987  ELLP ORDER  -  THIRD     CLASS II
 AF9987
 AF9987.The horizontal coordinates were established by GPS observations
 AF9987.and adjusted by the National Geodetic Survey in December 2002..
 AF9987
 AF9987.The orthometric height was determined by GPS observations and a
 AF9987.high-resolution geoid model.
 AF9987
 AF9987.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9987
 AF9987.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9987
 AF9987.The ellipsoidal height was determined by GPS observations
 AF9987.and is referenced to NAD 83.
 AF9987
 AF9987.The geoid height was determined by GEOID03.
 AF9987
 AF9987;                    North         East     Units Scale Factor Converg.
 AF9987;SPC WI N     -    92,737.140   500,374.064   MT  0.99994994   -0 55 39.9
 AF9987;SPC WI N     -   304,255.10  1,641,643.91   sFT  0.99994994   -0 55 39.9
 AF9987;UTM  15      - 5,094,786.501   632,726.812   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  =   0.99988914
 AF9987!UTM  15      -   0.99993920  x   0.99981657  =   0.99975578
 AF9987
 AF9987                          SUPERSEDED SURVEY CONTROL
 AF9987
 AF9987  NAD 83(1991)-  45 59 37.67328(N)    091 17 09.89411(W) AD(       ) 1
 AF9987  ELLIP H (04/30/98)  387.87   (m)                       GP(       ) 3 2
 AF9987
 AF9987.Superseded values are not recommended for survey control.
 AF9987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9987.See file dsdata.txt to determine how the superseded data were derived.
 AF9987
 AF9987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL3272794787(NAD 83)
 AF9987_MARKER: DD = SURVEY DISK
 AF9987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9987_STAMPING: 108
 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 = OCTOBER  7, 2006
 RM0081 ***********************************************************************
 RM0081  DESIGNATION -  1086.51
 RM0081  PID         -  RM0081
 RM0081  STATE/COUNTY-  WI/IRON
 RM0081  USGS QUAD   -  SAXON (1956)
 RM0081
 RM0081                         *CURRENT SURVEY CONTROL
 RM0081  ___________________________________________________________________
 RM0081* NAD 83(1986)-  46 29 24.     (N)    090 27 10.     (W)     SCALED    
 RM0081* NAVD 88     -       331.137  (meters)    1086.41   (feet)  ADJUSTED  
 RM0081  ___________________________________________________________________
 RM0081  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 RM0081  DYNAMIC HT  -         331.156 (meters)    1086.47  (feet)  COMP
 RM0081  MODELED GRAV-     980,663.8   (mgal)                       NAVD 88
 RM0081
 RM0081  VERT ORDER  -  FIRST     CLASS II
 RM0081
 RM0081.The horizontal coordinates were scaled from a topographic map and have
 RM0081.an estimated accuracy of +/- 6 seconds.
 RM0081
 RM0081.The orthometric height was determined by differential leveling
 RM0081.and adjusted by the National Geodetic Survey in June 1991..
 RM0081
 RM0081.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0081.See file dsdata.txt to determine how the superseded data were derived.
 RM0081
 RM0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM954516(NAD 83)
 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             NGS
 RM0081  HISTORY     - 1982     MARK NOT FOUND   NGS
 RM0081
 RM0081                          STATION DESCRIPTION
 RM0081
 RM0081'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 DH5402 ***********************************************************************
 DH5402  DESIGNATION -  11 153W
 DH5402  PID         -  DH5402
 DH5402  STATE/COUNTY-  WI/MONROE
 DH5402  USGS QUAD   -  ST MARYS (1983)
 DH5402
 DH5402                         *CURRENT SURVEY CONTROL
 DH5402  ___________________________________________________________________
 DH5402* NAD 83(1997)-  43 47 49.71341(N)    090 42 05.68459(W)     ADJUSTED  
 DH5402* NAVD 88     -                                                        
 DH5402  ___________________________________________________________________
 DH5402  X           -     -56,464.407 (meters)                     COMP
 DH5402  Y           -  -4,611,042.059 (meters)                     COMP
 DH5402  Z           -   4,392,121.572 (meters)                     COMP
 DH5402  LAPLACE CORR-          -5.40  (seconds)                    DEFLEC99
 DH5402  ELLIP HEIGHT-         391.89  (meters)          (08/01/05) GPS OBS
 DH5402  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 DH5402
 DH5402  HORZ ORDER  -  FIRST
 DH5402  ELLP ORDER  -  SECOND    CLASS I
 DH5402
 DH5402.The horizontal coordinates were established by GPS observations
 DH5402.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5402
 DH5402
 DH5402.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5402
 DH5402.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5402
 DH5402.The ellipsoidal height was determined by GPS observations
 DH5402.and is referenced to NAD 83.
 DH5402
 DH5402.The geoid height was determined by GEOID03.
 DH5402
 DH5402;                    North         East     Units Scale Factor Converg.
 DH5402;SPC WI S     -   199,885.719   543,540.774   MT  0.99995639   -0 28 55.4
 DH5402;SPC WI S     -   655,791.73  1,783,266.69   sFT  0.99995639   -0 28 55.4
 DH5402;UTM  15      - 4,851,909.836   684,902.704   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  =   0.99989494
 DH5402!UTM  15      -   0.99993855  x   1.00002053  =   0.99995908
 DH5402
 DH5402                          SUPERSEDED SURVEY CONTROL
 DH5402
 DH5402.No superseded survey control is available for this station.
 DH5402
 DH5402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ8490351910(NAD 83)
 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 - March 04, 2003
 DH5402
 DH5402  HISTORY     - Date     Condition        Report By
 DH5402  HISTORY     - 1997     MONUMENTED       WI-081
 DH5402  HISTORY     - 20030304 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0041 ***********************************************************************
 ON0041  DESIGNATION -  11 19 E
 ON0041  PID         -  ON0041
 ON0041  STATE/COUNTY-  WI/JUNEAU
 ON0041  USGS QUAD   -  CAMP DOUGLAS (1983)
 ON0041
 ON0041                         *CURRENT SURVEY CONTROL
 ON0041  ___________________________________________________________________
 ON0041* NAD 83(1986)-  43 55 16.     (N)    090 16 06.     (W)     SCALED    
 ON0041* NAVD 88     -       283.734  (meters)     930.88   (feet)  ADJUSTED  
 ON0041  ___________________________________________________________________
 ON0041  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 ON0041  DYNAMIC HT  -         283.673 (meters)     930.68  (feet)  COMP
 ON0041  MODELED GRAV-     980,396.8   (mgal)                       NAVD 88
 ON0041
 ON0041  VERT ORDER  -  SECOND    CLASS 0
 ON0041
 ON0041.The horizontal coordinates were scaled from a topographic map and have
 ON0041.an estimated accuracy of +/- 6 seconds.
 ON0041
 ON0041.The orthometric height was determined by differential leveling
 ON0041.and adjusted by the National Geodetic Survey in June 1991..
 ON0041
 ON0041.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0041.See file dsdata.txt to determine how the superseded data were derived.
 ON0041
 ON0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ193667(NAD 83)
 ON0041_MARKER: DD = SURVEY DISK
 ON0041_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ON0041_SP_SET: CONCRETE FOUNDATION
 ON0041_STAMPING: 11 19 E 1930
 ON0041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0041
 ON0041  HISTORY     - Date     Condition        Report By
 ON0041  HISTORY     - 1930     MONUMENTED       USGS
 ON0041  HISTORY     - 1934     GOOD             NGS
 ON0041
 ON0041                          STATION DESCRIPTION
 ON0041
 ON0041'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 PM0343 ***********************************************************************
 PM0343  DESIGNATION -  11 T
 PM0343  PID         -  PM0343
 PM0343  STATE/COUNTY-  WI/KEWAUNEE
 PM0343  USGS QUAD   -  FORESTVILLE (1982)
 PM0343
 PM0343                         *CURRENT SURVEY CONTROL
 PM0343  ___________________________________________________________________
 PM0343* NAD 83(1986)-  44 38 48.     (N)    087 23 48.     (W)     SCALED    
 PM0343* NAVD 88     -       191.642  (meters)     628.75   (feet)  ADJUSTED  
 PM0343  ___________________________________________________________________
 PM0343  GEOID HEIGHT-         -36.47  (meters)                     GEOID03
 PM0343  DYNAMIC HT  -         191.620 (meters)     628.67  (feet)  COMP
 PM0343  MODELED GRAV-     980,502.7   (mgal)                       NAVD 88
 PM0343
 PM0343  VERT ORDER  -  FIRST     CLASS I
 PM0343
 PM0343.The horizontal coordinates were scaled from a topographic map and have
 PM0343.an estimated accuracy of +/- 6 seconds.
 PM0343
 PM0343.The orthometric height was determined by differential leveling
 PM0343.and adjusted by the National Geodetic Survey in June 1991..
 PM0343
 PM0343.The geoid height was determined by GEOID03.
 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     -    93,690.      806,480.      MT  (+/- 180 meters Scaled)
 PM0343
 PM0343                          SUPERSEDED SURVEY CONTROL
 PM0343
 PM0343.No superseded survey control is available for this station.
 PM0343
 PM0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ685437(NAD 83)
 PM0343_MARKER: DD = SURVEY DISK
 PM0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0343_SP_SET: CONCRETE POST
 PM0343_STAMPING: 11 T 1956 629
 PM0343_MARK LOGO: USGS  
 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 20, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP0422 ***********************************************************************
 PP0422  DESIGNATION -  110 BOLT
 PP0422  PID         -  PP0422
 PP0422  STATE/COUNTY-  WI/PIERCE
 PP0422  USGS QUAD   -  RED WING (1994)
 PP0422
 PP0422                         *CURRENT SURVEY CONTROL
 PP0422  ___________________________________________________________________
 PP0422* NAD 83(1986)-  44 34 07.     (N)    092 32 22.     (W)     SCALED    
 PP0422* NAVD 88     -       205.050  (meters)     672.73   (feet)  ADJUSTED  
 PP0422  ___________________________________________________________________
 PP0422  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 PP0422  DYNAMIC HT  -         205.021 (meters)     672.64  (feet)  COMP
 PP0422  MODELED GRAV-     980,474.6   (mgal)                       NAVD 88
 PP0422
 PP0422  VERT ORDER  -  SECOND    CLASS 0
 PP0422
 PP0422.The horizontal coordinates were scaled from a topographic map and have
 PP0422.an estimated accuracy of +/- 6 seconds.
 PP0422
 PP0422.The orthometric height was determined by differential leveling
 PP0422.and adjusted by the National Geodetic Survey in June 1991..
 PP0422.WARNING-Repeat measurements at this control monument indicate possible
 PP0422.vertical movement.
 PP0422
 PP0422.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0422.See file dsdata.txt to determine how the superseded data were derived.
 PP0422
 PP0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK365351(NAD 83)
 PP0422_MARKER: B = BOLT
 PP0422_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PP0422_SP_SET: METAL PIPE DRIVEN INTO GROUND
 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 = OCTOBER  7, 2006
 RM0319 ***********************************************************************
 RM0319  DESIGNATION -  1107.7
 RM0319  PID         -  RM0319
 RM0319  STATE/COUNTY-  WI/DOUGLAS
 RM0319  USGS QUAD   -  LAKE NEBAGAMON (1975)
 RM0319
 RM0319                         *CURRENT SURVEY CONTROL
 RM0319  ___________________________________________________________________
 RM0319* NAD 83(1986)-  46 35 00.     (N)    091 44 07.     (W)     SCALED    
 RM0319* NAVD 88     -       337.100  (meters)    1105.97   (feet)  ADJUSTED  
 RM0319  ___________________________________________________________________
 RM0319  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 RM0319  DYNAMIC HT  -         337.137 (meters)    1106.09  (feet)  COMP
 RM0319  MODELED GRAV-     980,712.9   (mgal)                       NAVD 88
 RM0319
 RM0319  VERT ORDER  -  FIRST     CLASS II
 RM0319
 RM0319.The horizontal coordinates were scaled from a topographic map and have
 RM0319.an estimated accuracy of +/- 6 seconds.
 RM0319
 RM0319.The orthometric height was determined by differential leveling
 RM0319.and adjusted by the National Geodetic Survey in June 1991..
 RM0319
 RM0319.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0319.See file dsdata.txt to determine how the superseded data were derived.
 RM0319
 RM0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM968596(NAD 83)
 RM0319_MARKER: Q = CHISELED SQUARE
 RM0319_SETTING: 80 = SET IN A BOULDER
 RM0319_SP_SET: 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             NGS
 RM0319  HISTORY     - 1982     MARK NOT FOUND   NGS
 RM0319
 RM0319                          STATION DESCRIPTION
 RM0319
 RM0319'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 RM0315 ***********************************************************************
 RM0315  DESIGNATION -  1119
 RM0315  PID         -  RM0315
 RM0315  STATE/COUNTY-  WI/DOUGLAS
 RM0315  USGS QUAD   -  LAKE NEBAGAMON (1975)
 RM0315
 RM0315                         *CURRENT SURVEY CONTROL
 RM0315  ___________________________________________________________________
 RM0315* NAD 83(1986)-  46 34 20.     (N)    091 38 14.     (W)     SCALED    
 RM0315* NAVD 88     -       341.085  (meters)    1119.04   (feet)  ADJUSTED  
 RM0315  ___________________________________________________________________
 RM0315  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 RM0315  DYNAMIC HT  -         341.118 (meters)    1119.15  (feet)  COMP
 RM0315  MODELED GRAV-     980,699.4   (mgal)                       NAVD 88
 RM0315
 RM0315  VERT ORDER  -  FIRST     CLASS II
 RM0315
 RM0315.The horizontal coordinates were scaled from a topographic map and have
 RM0315.an estimated accuracy of +/- 6 seconds.
 RM0315
 RM0315.The orthometric height was determined by differential leveling
 RM0315.and adjusted by the National Geodetic Survey in June 1991..
 RM0315
 RM0315.The geoid height was determined by GEOID03.
 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     -   157,520.      474,500.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0315.See file dsdata.txt to determine how the superseded data were derived.
 RM0315
 RM0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM044585(NAD 83)
 RM0315_MARKER: P = PIPE CAP
 RM0315_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RM0315_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RM0315_STAMPING: 1119 WIS 1919
 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             NGS
 RM0315  HISTORY     - 1982     MARK NOT FOUND   NGS
 RM0315  HISTORY     - 20041215 MARK NOT FOUND   WIDT
 RM0315
 RM0315                          STATION DESCRIPTION
 RM0315
 RM0315'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 AF9936 ***********************************************************************
 AF9936  DESIGNATION -  112 WEST FORK GPS
 AF9936  PID         -  AF9936
 AF9936  STATE/COUNTY-  WI/SAWYER
 AF9936  USGS QUAD   -  NEW POST (1972)
 AF9936
 AF9936                         *CURRENT SURVEY CONTROL
 AF9936  ___________________________________________________________________
 AF9936* NAD 83(1997)-  45 57 25.63781(N)    091 08 47.79083(W)     ADJUSTED  
 AF9936* NAVD 88     -       407.4    (meters)    1337.     (feet)  GPS OBS   
 AF9936  ___________________________________________________________________
 AF9936  X           -     -88,887.990 (meters)                     COMP
 AF9936  Y           -  -4,441,120.501 (meters)                     COMP
 AF9936  Z           -   4,562,207.193 (meters)                     COMP
 AF9936  LAPLACE CORR-          -5.12  (seconds)                    DEFLEC99
 AF9936  ELLIP HEIGHT-         377.92  (meters)          (12/26/02) GPS OBS
 AF9936  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 AF9936
 AF9936  HORZ ORDER  -  FIRST
 AF9936  ELLP ORDER  -  THIRD     CLASS II
 AF9936
 AF9936.The horizontal coordinates were established by GPS observations
 AF9936.and adjusted by the National Geodetic Survey in December 2002..
 AF9936
 AF9936.The orthometric height was determined by GPS observations and a
 AF9936.high-resolution geoid model.
 AF9936
 AF9936.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9936
 AF9936.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9936
 AF9936.The ellipsoidal height was determined by GPS observations
 AF9936.and is referenced to NAD 83.
 AF9936
 AF9936.The geoid height was determined by GEOID03.
 AF9936
 AF9936;                    North         East     Units Scale Factor Converg.
 AF9936;SPC WI N     -    88,495.669   511,118.682   MT  0.99995207   -0 49 37.7
 AF9936;SPC WI N     -   290,339.54  1,676,895.21   sFT  0.99995207   -0 49 37.7
 AF9936;UTM  15      - 5,090,953.485   643,622.401   MT  0.99985359   +1 19 56.9
 AF9936
 AF9936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9936!SPC WI N     -   0.99994076  x   0.99995207  =   0.99989283
 AF9936!UTM  15      -   0.99994076  x   0.99985359  =   0.99979436
 AF9936
 AF9936                          SUPERSEDED SURVEY CONTROL
 AF9936
 AF9936  NAD 83(1991)-  45 57 25.63752(N)    091 08 47.78993(W) AD(       ) 1
 AF9936
 AF9936.Superseded values are not recommended for survey control.
 AF9936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9936.See file dsdata.txt to determine how the superseded data were derived.
 AF9936
 AF9936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL4362290953(NAD 83)
 AF9936_MARKER: DD = SURVEY DISK
 AF9936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9936_STAMPING: 112
 AF9936_MARK LOGO: WI-113
 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 - 1995
 AF9936
 AF9936  HISTORY     - Date     Condition        Report By
 AF9936  HISTORY     - 1995     MONUMENTED       WI-113
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AG9574 ***********************************************************************
 AG9574  DESIGNATION -  113 BLACK LAKE GPS
 AG9574  PID         -  AG9574
 AG9574  STATE/COUNTY-  WI/SAWYER
 AG9574  USGS QUAD   -  BLAISDELL LAKE (1971)
 AG9574
 AG9574                         *CURRENT SURVEY CONTROL
 AG9574  ___________________________________________________________________
 AG9574* NAD 83(1997)-  45 59 05.17723(N)    090 56 54.95597(W)     ADJUSTED  
 AG9574* NAVD 88     -       443.6    (meters)    1455.     (feet)  GPS OBS   
 AG9574  ___________________________________________________________________
 AG9574  X           -     -73,503.157 (meters)                     COMP
 AG9574  Y           -  -4,439,216.556 (meters)                     COMP
 AG9574  Z           -   4,564,369.087 (meters)                     COMP
 AG9574  LAPLACE CORR-          -4.47  (seconds)                    DEFLEC99
 AG9574  ELLIP HEIGHT-         413.73  (meters)          (12/26/02) GPS OBS
 AG9574  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 AG9574
 AG9574  HORZ ORDER  -  FIRST
 AG9574  ELLP ORDER  -  THIRD     CLASS II
 AG9574
 AG9574.The horizontal coordinates were established by GPS observations
 AG9574.and adjusted by the National Geodetic Survey in December 2002..
 AG9574
 AG9574.The orthometric height was determined by GPS observations and a
 AG9574.high-resolution geoid model.
 AG9574
 AG9574.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9574
 AG9574.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9574
 AG9574.The ellipsoidal height was determined by GPS observations
 AG9574.and is referenced to NAD 83.
 AG9574
 AG9574.The geoid height was determined by GEOID03.
 AG9574
 AG9574;                    North         East     Units Scale Factor Converg.
 AG9574;SPC WI N     -    91,366.151   526,503.636   MT  0.99995042   -0 41 03.4
 AG9574;SPC WI N     -   299,757.11  1,727,370.68   sFT  0.99995042   -0 41 03.4
 AG9574;UTM  15      - 5,094,401.477   658,887.187   MT  0.99991036   +1 28 32.1
 AG9574
 AG9574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9574!SPC WI N     -   0.99993514  x   0.99995042  =   0.99988557
 AG9574!UTM  15      -   0.99993514  x   0.99991036  =   0.99984551
 AG9574
 AG9574                          SUPERSEDED SURVEY CONTROL
 AG9574
 AG9574  NAD 83(1991)-  45 59 05.17695(N)    090 56 54.95497(W) AD(       ) 1
 AG9574  ELLIP H (04/30/98)  413.74   (m)                       GP(       ) 3 2
 AG9574
 AG9574.Superseded values are not recommended for survey control.
 AG9574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9574.See file dsdata.txt to determine how the superseded data were derived.
 AG9574
 AG9574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL5888794401(NAD 83)
 AG9574_MARKER: DD = SURVEY DISK
 AG9574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9574_STAMPING: 113
 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 - 1995
 AG9574
 AG9574  HISTORY     - Date     Condition        Report By
 AG9574  HISTORY     - 1995     MONUMENTED       WI-113
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AF9981 ***********************************************************************
 AF9981  DESIGNATION -  114 LITTLE MOOSE GPS
 AF9981  PID         -  AF9981
 AF9981  STATE/COUNTY-  WI/SAWYER
 AF9981  USGS QUAD   -  CLAM LAKE SW (1971)
 AF9981
 AF9981                         *CURRENT SURVEY CONTROL
 AF9981  ___________________________________________________________________
 AF9981* NAD 83(1997)-  46 02 50.23813(N)    090 58 56.16581(W)     ADJUSTED  
 AF9981* NAVD 88     -       434.3    (meters)    1425.     (feet)  GPS OBS   
 AF9981  ___________________________________________________________________
 AF9981  X           -     -76,025.983 (meters)                     COMP
 AF9981  Y           -  -4,434,166.612 (meters)                     COMP
 AF9981  Z           -   4,569,188.388 (meters)                     COMP
 AF9981  LAPLACE CORR-          -5.59  (seconds)                    DEFLEC99
 AF9981  ELLIP HEIGHT-         404.43  (meters)          (12/26/02) GPS OBS
 AF9981  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 AF9981
 AF9981  HORZ ORDER  -  FIRST
 AF9981  ELLP ORDER  -  THIRD     CLASS II
 AF9981
 AF9981.The horizontal coordinates were established by GPS observations
 AF9981.and adjusted by the National Geodetic Survey in December 2002..
 AF9981
 AF9981.The orthometric height was determined by GPS observations and a
 AF9981.high-resolution geoid model.
 AF9981
 AF9981.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9981
 AF9981.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9981
 AF9981.The ellipsoidal height was determined by GPS observations
 AF9981.and is referenced to NAD 83.
 AF9981
 AF9981.The geoid height was determined by GEOID03.
 AF9981
 AF9981;                    North         East     Units Scale Factor Converg.
 AF9981;SPC WI N     -    98,345.830   523,981.030   MT  0.99994755   -0 42 30.9
 AF9981;SPC WI N     -   322,656.28  1,719,094.43   sFT  0.99994755   -0 42 30.9
 AF9981;UTM  15      - 5,101,280.785   656,103.349   MT  0.99989957   +1 27 10.4
 AF9981
 AF9981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9981!SPC WI N     -   0.99993660  x   0.99994755  =   0.99988416
 AF9981!UTM  15      -   0.99993660  x   0.99989957  =   0.99983618
 AF9981
 AF9981                          SUPERSEDED SURVEY CONTROL
 AF9981
 AF9981  NAD 83(1991)-  46 02 50.23787(N)    090 58 56.16483(W) AD(       ) 1
 AF9981  ELLIP H (04/30/98)  404.44   (m)                       GP(       ) 3 2
 AF9981
 AF9981.Superseded values are not recommended for survey control.
 AF9981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9981.See file dsdata.txt to determine how the superseded data were derived.
 AF9981
 AF9981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM5610301281(NAD 83)
 AF9981_MARKER: DD = SURVEY DISK
 AF9981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9981_STAMPING: 114
 AF9981_MARK LOGO: WI-113
 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 - 1995
 AF9981
 AF9981  HISTORY     - Date     Condition        Report By
 AF9981  HISTORY     - 1995     MONUMENTED       WI-113
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AG9575 ***********************************************************************
 AG9575  DESIGNATION -  116 CHRISTY LAKE GPS
 AG9575  PID         -  AG9575
 AG9575  STATE/COUNTY-  WI/SAWYER
 AG9575  USGS QUAD   -  CLAM LAKE SW (1971)
 AG9575
 AG9575                         *CURRENT SURVEY CONTROL
 AG9575  ___________________________________________________________________
 AG9575* NAD 83(1997)-  46 06 39.78109(N)    090 58 42.28299(W)     ADJUSTED  
 AG9575* NAVD 88     -       430.0    (meters)    1411.     (feet)  GPS OBS   
 AG9575  ___________________________________________________________________
 AG9575  X           -     -75,640.310 (meters)                     COMP
 AG9575  Y           -  -4,429,064.127 (meters)                     COMP
 AG9575  Z           -   4,574,101.776 (meters)                     COMP
 AG9575  LAPLACE CORR-          -6.33  (seconds)                    DEFLEC99
 AG9575  ELLIP HEIGHT-         400.07  (meters)          (12/26/02) GPS OBS
 AG9575  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 AG9575
 AG9575  HORZ ORDER  -  FIRST
 AG9575  ELLP ORDER  -  THIRD     CLASS II
 AG9575
 AG9575.The horizontal coordinates were established by GPS observations
 AG9575.and adjusted by the National Geodetic Survey in December 2002..
 AG9575
 AG9575.The orthometric height was determined by GPS observations and a
 AG9575.high-resolution geoid model.
 AG9575
 AG9575.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9575
 AG9575.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9575
 AG9575.The ellipsoidal height was determined by GPS observations
 AG9575.and is referenced to NAD 83.
 AG9575
 AG9575.The geoid height was determined by GEOID03.
 AG9575
 AG9575;                    North         East     Units Scale Factor Converg.
 AG9575;SPC WI N     -   105,428.552   524,366.760   MT  0.99994583   -0 42 20.9
 AG9575;SPC WI N     -   345,893.51  1,720,359.95   sFT  0.99994583   -0 42 20.9
 AG9575;UTM  15      - 5,108,372.685   656,221.573   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  =   0.99988312
 AG9575!UTM  15      -   0.99993729  x   0.99990002  =   0.99983731
 AG9575
 AG9575                          SUPERSEDED SURVEY CONTROL
 AG9575
 AG9575  NAD 83(1991)-  46 06 39.78082(N)    090 58 42.28199(W) AD(       ) 1
 AG9575
 AG9575.Superseded values are not recommended for survey control.
 AG9575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9575.See file dsdata.txt to determine how the superseded data were derived.
 AG9575
 AG9575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM5622208373(NAD 83)
 AG9575_MARKER: DD = SURVEY DISK
 AG9575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9575_STAMPING: 116
 AG9575_MARK LOGO: WI-113
 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 - 1995
 AG9575
 AG9575  HISTORY     - Date     Condition        Report By
 AG9575  HISTORY     - 1995     MONUMENTED       WI-113
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0337 ***********************************************************************
 NJ0337  DESIGNATION -  1166
 NJ0337  PID         -  NJ0337
 NJ0337  STATE/COUNTY-  WI/GRANT
 NJ0337  USGS QUAD   -  STITZER (1962)
 NJ0337
 NJ0337                         *CURRENT SURVEY CONTROL
 NJ0337  ___________________________________________________________________
 NJ0337* NAD 83(1986)-  42 58 36.     (N)    090 36 48.     (W)     SCALED    
 NJ0337* NAVD 88     -       358.906  (meters)    1177.51   (feet)  ADJUSTED  
 NJ0337  ___________________________________________________________________
 NJ0337  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 NJ0337  DYNAMIC HT  -         358.802 (meters)    1177.17  (feet)  COMP
 NJ0337  MODELED GRAV-     980,320.7   (mgal)                       NAVD 88
 NJ0337
 NJ0337  VERT ORDER  -  FIRST     CLASS II
 NJ0337
 NJ0337.The horizontal coordinates were scaled from a topographic map and have
 NJ0337.an estimated accuracy of +/- 6 seconds.
 NJ0337
 NJ0337.The orthometric height was determined by differential leveling
 NJ0337.and adjusted by the National Geodetic Survey in June 1991..
 NJ0337
 NJ0337.The geoid height was determined by GEOID03.
 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     -   108,680.      549,970.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0337.See file dsdata.txt to determine how the superseded data were derived.
 NJ0337
 NJ0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH946609(NAD 83)
 NJ0337_MARKER: P = PIPE CAP
 NJ0337_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0337_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0337_STAMPING: PRIM TRAV STA NO 51 Y DQB WIS 1166 1922
 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             NGS
 NJ0337  HISTORY     - 1977     MARK NOT FOUND   ALSTER
 NJ0337  HISTORY     - 19980930 MARK NOT FOUND   USPSQD
 NJ0337
 NJ0337                          STATION DESCRIPTION
 NJ0337
 NJ0337'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 AG9582 ***********************************************************************
 AG9582  DESIGNATION -  118 MOOSE LAKE GPS
 AG9582  PID         -  AG9582
 AG9582  STATE/COUNTY-  WI/SAWYER
 AG9582  USGS QUAD   -  MOOSE LAKE (1971)
 AG9582
 AG9582                         *CURRENT SURVEY CONTROL
 AG9582  ___________________________________________________________________
 AG9582* NAD 83(1997)-  46 00 33.57446(N)    091 04 04.42350(W)     ADJUSTED  
 AG9582* NAVD 88     -       426.3    (meters)    1399.     (feet)  GPS OBS   
 AG9582  ___________________________________________________________________
 AG9582  X           -     -82,709.148 (meters)                     COMP
 AG9582  Y           -  -4,437,079.030 (meters)                     COMP
 AG9582  Z           -   4,566,252.929 (meters)                     COMP
 AG9582  LAPLACE CORR-          -6.02  (seconds)                    DEFLEC99
 AG9582  ELLIP HEIGHT-         396.62  (meters)          (12/26/02) GPS OBS
 AG9582  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 AG9582
 AG9582  HORZ ORDER  -  FIRST
 AG9582  ELLP ORDER  -  THIRD     CLASS II
 AG9582
 AG9582.The horizontal coordinates were established by GPS observations
 AG9582.and adjusted by the National Geodetic Survey in December 2002..
 AG9582
 AG9582.The orthometric height was determined by GPS observations and a
 AG9582.high-resolution geoid model.
 AG9582
 AG9582.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9582
 AG9582.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9582
 AG9582.The ellipsoidal height was determined by GPS observations
 AG9582.and is referenced to NAD 83.
 AG9582
 AG9582.The geoid height was determined by GEOID03.
 AG9582
 AG9582;                    North         East     Units Scale Factor Converg.
 AG9582;SPC WI N     -    94,212.393   517,297.895   MT  0.99994915   -0 46 13.3
 AG9582;SPC WI N     -   309,095.16  1,697,168.18   sFT  0.99994915   -0 46 13.3
 AG9582;UTM  15      - 5,096,898.544   649,581.232   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  =   0.99988698
 AG9582!UTM  15      -   0.99993783  x   0.99987506  =   0.99981289
 AG9582
 AG9582                          SUPERSEDED SURVEY CONTROL
 AG9582
 AG9582  NAD 83(1991)-  46 00 33.57418(N)    091 04 04.42256(W) AD(       ) 1
 AG9582
 AG9582.Superseded values are not recommended for survey control.
 AG9582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9582.See file dsdata.txt to determine how the superseded data were derived.
 AG9582
 AG9582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL4958196899(NAD 83)
 AG9582_MARKER: DD = SURVEY DISK
 AG9582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9582_STAMPING: 118
 AG9582_MARK LOGO: WI-113
 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 - 1995
 AG9582
 AG9582  HISTORY     - Date     Condition        Report By
 AG9582  HISTORY     - 1995     MONUMENTED       WI-113
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AG9565 ***********************************************************************
 AG9565  DESIGNATION -  119 CURRIER LAKE GPS
 AG9565  PID         -  AG9565
 AG9565  STATE/COUNTY-  WI/SAWYER
 AG9565  USGS QUAD   -  SPIDER LAKE (1971)
 AG9565
 AG9565                         *CURRENT SURVEY CONTROL
 AG9565  ___________________________________________________________________
 AG9565* NAD 83(1997)-  46 02 22.15509(N)    091 12 21.00160(W)     ADJUSTED  
 AG9565* NAVD 88     -       426.8    (meters)    1400.     (feet)  GPS OBS   
 AG9565  ___________________________________________________________________
 AG9565  X           -     -93,340.310 (meters)                     COMP
 AG9565  Y           -  -4,434,455.488 (meters)                     COMP
 AG9565  Z           -   4,568,581.517 (meters)                     COMP
 AG9565  LAPLACE CORR-          -7.41  (seconds)                    DEFLEC99
 AG9565  ELLIP HEIGHT-         397.51  (meters)          (12/26/02) GPS OBS
 AG9565  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 AG9565
 AG9565  HORZ ORDER  -  FIRST
 AG9565  ELLP ORDER  -  THIRD     CLASS II
 AG9565
 AG9565.The horizontal coordinates were established by GPS observations
 AG9565.and adjusted by the National Geodetic Survey in December 2002..
 AG9565
 AG9565.The orthometric height was determined by GPS observations and a
 AG9565.high-resolution geoid model.
 AG9565
 AG9565.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9565
 AG9565.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9565
 AG9565.The ellipsoidal height was determined by GPS observations
 AG9565.and is referenced to NAD 83.
 AG9565
 AG9565.The geoid height was determined by GEOID03.
 AG9565
 AG9565;                    North         East     Units Scale Factor Converg.
 AG9565;SPC WI N     -    97,717.218   506,667.060   MT  0.99994784   -0 52 11.5
 AG9565;SPC WI N     -   320,593.91  1,662,290.18   sFT  0.99994784   -0 52 11.5
 AG9565;UTM  15      - 5,099,999.705   638,826.791   MT  0.99983693   +1 17 30.0
 AG9565
 AG9565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9565!SPC WI N     -   0.99993769  x   0.99994784  =   0.99988553
 AG9565!UTM  15      -   0.99993769  x   0.99983693  =   0.99977463
 AG9565
 AG9565                          SUPERSEDED SURVEY CONTROL
 AG9565
 AG9565  NAD 83(1991)-  46 02 22.15483(N)    091 12 21.00077(W) AD(       ) 1
 AG9565  ELLIP H (04/30/98)  397.50   (m)                       GP(       ) 3 2
 AG9565
 AG9565.Superseded values are not recommended for survey control.
 AG9565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9565.See file dsdata.txt to determine how the superseded data were derived.
 AG9565
 AG9565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM3882700000(NAD 83)
 AG9565_MARKER: DD = SURVEY DISK
 AG9565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9565_STAMPING: 119
 AG9565_MARK LOGO: WI-113
 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 - 1995
 AG9565
 AG9565  HISTORY     - Date     Condition        Report By
 AG9565  HISTORY     - 1995     MONUMENTED       WI-113
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH4998 ***********************************************************************
 DH4998  DESIGNATION -  12 09 09 SW
 DH4998  PID         -  DH4998
 DH4998  STATE/COUNTY-  WI/COLUMBIA
 DH4998  USGS QUAD   -  PORTAGE (1984)
 DH4998
 DH4998                         *CURRENT SURVEY CONTROL
 DH4998  ___________________________________________________________________
 DH4998* NAD 83(1997)-  43 31 50.77441(N)    089 26 18.77562(W)     ADJUSTED  
 DH4998* NAVD 88     -                                                        
 DH4998  ___________________________________________________________________
 DH4998  X           -      45,385.971 (meters)                     COMP
 DH4998  Y           -  -4,631,464.418 (meters)                     COMP
 DH4998  Z           -   4,370,581.961 (meters)                     COMP
 DH4998  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 DH4998  ELLIP HEIGHT-         204.70  (meters)          (08/01/05) GPS OBS
 DH4998  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 DH4998
 DH4998  HORZ ORDER  -  B
 DH4998  ELLP ORDER  -  FOURTH    CLASS I
 DH4998
 DH4998.The horizontal coordinates were established by GPS observations
 DH4998.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH4998
 DH4998
 DH4998.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4998
 DH4998.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4998
 DH4998.The ellipsoidal height was determined by GPS observations
 DH4998.and is referenced to NAD 83.
 DH4998
 DH4998.The geoid height was determined by GEOID03.
 DH4998
 DH4998;                    North         East     Units Scale Factor Converg.
 DH4998;SPC WI S     -   170,207.210   645,381.954   MT  0.99993510   +0 23 08.8
 DH4998;SPC WI S     -   558,421.49  2,117,390.63   sFT  0.99993510   +0 23 08.8
 DH4998;UTM  16      - 4,822,647.666   302,954.164   MT  1.00007761   -1 40 48.3
 DH4998
 DH4998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4998!SPC WI S     -   0.99996790  x   0.99993510  =   0.99990300
 DH4998!UTM  16      -   0.99996790  x   1.00007761  =   1.00004551
 DH4998
 DH4998                          SUPERSEDED SURVEY CONTROL
 DH4998
 DH4998.No superseded survey control is available for this station.
 DH4998
 DH4998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP0295422648(NAD 83)
 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 - December 28, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5384 ***********************************************************************
 DH5384  DESIGNATION -  12 161E
 DH5384  PID         -  DH5384
 DH5384  STATE/COUNTY-  WI/MONROE
 DH5384  USGS QUAD   -  CAMP DOUGLAS (1983)
 DH5384
 DH5384                         *CURRENT SURVEY CONTROL
 DH5384  ___________________________________________________________________
 DH5384* NAD 83(1997)-  43 52 45.65241(N)    090 19 20.99651(W)     ADJUSTED  
 DH5384* NAVD 88     -                                                        
 DH5384  ___________________________________________________________________
 DH5384  X           -     -25,919.668 (meters)                     COMP
 DH5384  Y           -  -4,604,887.972 (meters)                     COMP
 DH5384  Z           -   4,398,613.789 (meters)                     COMP
 DH5384  LAPLACE CORR-          -7.83  (seconds)                    DEFLEC99
 DH5384  ELLIP HEIGHT-         252.89  (meters)          (08/01/05) GPS OBS
 DH5384  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 DH5384
 DH5384  HORZ ORDER  -  FIRST
 DH5384  ELLP ORDER  -  SECOND    CLASS I
 DH5384
 DH5384.The horizontal coordinates were established by GPS observations
 DH5384.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5384
 DH5384
 DH5384.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5384
 DH5384.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5384
 DH5384.The ellipsoidal height was determined by GPS observations
 DH5384.and is referenced to NAD 83.
 DH5384
 DH5384.The geoid height was determined by GEOID03.
 DH5384
 DH5384;                    North         East     Units Scale Factor Converg.
 DH5384;SPC WI S     -   208,831.730   574,082.132   MT  0.99996733   -0 13 17.7
 DH5384;SPC WI S     -   685,142.10  1,883,467.79   sFT  0.99996733   -0 13 17.7
 DH5384;UTM  15      - 4,861,957.476   715,103.971   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                          SUPERSEDED SURVEY CONTROL
 DH5384
 DH5384.No superseded survey control is available for this station.
 DH5384
 DH5384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ1510461957(NAD 83)
 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 - March 05, 2003
 DH5384
 DH5384  HISTORY     - Date     Condition        Report By
 DH5384  HISTORY     - 1997     MONUMENTED       WI-081
 DH5384  HISTORY     - 20030305 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5184 ***********************************************************************
 DH5184  DESIGNATION -  12 164W
 DH5184  PID         -  DH5184
 DH5184  STATE/COUNTY-  WI/MONROE
 DH5184  USGS QUAD   -  SPARTA (1983)
 DH5184
 DH5184                         *CURRENT SURVEY CONTROL
 DH5184  ___________________________________________________________________
 DH5184* NAD 83(1997)-  43 52 59.48851(N)    090 47 56.11755(W)     ADJUSTED  
 DH5184* NAVD 88     -                                                        
 DH5184  ___________________________________________________________________
 DH5184  X           -     -64,204.227 (meters)                     COMP
 DH5184  Y           -  -4,604,197.836 (meters)                     COMP
 DH5184  Z           -   4,398,902.911 (meters)                     COMP
 DH5184  LAPLACE CORR-          -6.60  (seconds)                    DEFLEC99
 DH5184  ELLIP HEIGHT-         225.93  (meters)          (08/01/05) GPS OBS
 DH5184  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 DH5184
 DH5184  HORZ ORDER  -  FIRST
 DH5184  ELLP ORDER  -  SECOND    CLASS I
 DH5184
 DH5184.The horizontal coordinates were established by GPS observations
 DH5184.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5184
 DH5184
 DH5184.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5184
 DH5184.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5184
 DH5184.The ellipsoidal height was determined by GPS observations
 DH5184.and is referenced to NAD 83.
 DH5184
 DH5184.The geoid height was determined by GEOID03.
 DH5184
 DH5184;                    North         East     Units Scale Factor Converg.
 DH5184;SPC WI S     -   209,516.185   535,799.006   MT  0.99996789   -0 32 56.2
 DH5184;SPC WI S     -   687,387.68  1,757,867.24   sFT  0.99996789   -0 32 56.2
 DH5184;UTM  15      - 4,861,254.167   676,817.120   MT  0.99998455   +1 31 34.2
 DH5184
 DH5184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5184!SPC WI S     -   0.99996457  x   0.99996789  =   0.99993246
 DH5184!UTM  15      -   0.99996457  x   0.99998455  =   0.99994912
 DH5184
 DH5184                          SUPERSEDED SURVEY CONTROL
 DH5184
 DH5184.No superseded survey control is available for this station.
 DH5184
 DH5184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7681761254(NAD 83)
 DH5184_MARKER: DD = SURVEY DISK
 DH5184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5184_STAMPING: 12-164W 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 - February 26, 2003
 DH5184
 DH5184  HISTORY     - Date     Condition        Report By
 DH5184  HISTORY     - 1996     MONUMENTED       WI-081
 DH5184  HISTORY     - 20030226 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0296 ***********************************************************************
 PM0296  DESIGNATION -  12 A 1
 PM0296  PID         -  PM0296
 PM0296  STATE/COUNTY-  WI/MANITOWOC
 PM0296  USGS QUAD   -  TWO RIVERS (1978)
 PM0296
 PM0296                         *CURRENT SURVEY CONTROL
 PM0296  ___________________________________________________________________
 PM0296* NAD 83(1986)-  44 08 48.     (N)    087 34 00.     (W)     SCALED    
 PM0296* NAVD 88     -       182.223  (meters)     597.84   (feet)  ADJUSTED  
 PM0296  ___________________________________________________________________
 PM0296  GEOID HEIGHT-         -36.18  (meters)                     GEOID03
 PM0296  DYNAMIC HT  -         182.195 (meters)     597.75  (feet)  COMP
 PM0296  MODELED GRAV-     980,461.7   (mgal)                       NAVD 88
 PM0296
 PM0296  VERT ORDER  -  FIRST     CLASS I
 PM0296
 PM0296.The horizontal coordinates were scaled from a topographic map and have
 PM0296.an estimated accuracy of +/- 6 seconds.
 PM0296
 PM0296.The orthometric height was determined by differential leveling
 PM0296.and adjusted by the National Geodetic Survey in June 1991..
 PM0296
 PM0296.The geoid height was determined by GEOID03.
 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     -   241,320.      794,660.      MT  (+/- 180 meters Scaled)
 PM0296
 PM0296                          SUPERSEDED SURVEY CONTROL
 PM0296
 PM0296.No superseded survey control is available for this station.
 PM0296
 PM0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP546883(NAD 83)
 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: USE   
 PM0296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PM0296
 PM0296  HISTORY     - Date     Condition        Report By
 PM0296  HISTORY     - 1939     MONUMENTED       USE
 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 = OCTOBER  7, 2006
 NJ0058 ***********************************************************************
 NJ0058  DESIGNATION -  1201
 NJ0058  PID         -  NJ0058
 NJ0058  STATE/COUNTY-  WI/IOWA
 NJ0058  USGS QUAD   -  MONTFORT (1978)
 NJ0058
 NJ0058                         *CURRENT SURVEY CONTROL
 NJ0058  ___________________________________________________________________
 NJ0058* NAD 83(1986)-  42 57 58.     (N)    090 23 56.     (W)     SCALED    
 NJ0058* NAVD 88     -       366.529  (meters)    1202.52   (feet)  ADJUSTED  
 NJ0058  ___________________________________________________________________
 NJ0058  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 NJ0058  DYNAMIC HT  -         366.418 (meters)    1202.16  (feet)  COMP
 NJ0058  MODELED GRAV-     980,306.8   (mgal)                       NAVD 88
 NJ0058
 NJ0058  VERT ORDER  -  FIRST     CLASS II
 NJ0058
 NJ0058.The horizontal coordinates were scaled from a topographic map and have
 NJ0058.an estimated accuracy of +/- 6 seconds.
 NJ0058
 NJ0058.The orthometric height was determined by differential leveling
 NJ0058.and adjusted by the National Geodetic Survey in June 1991..
 NJ0058.WARNING-Repeat measurements at this control monument indicate possible
 NJ0058.vertical movement.
 NJ0058
 NJ0058.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0058.See file dsdata.txt to determine how the superseded data were derived.
 NJ0058
 NJ0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH121603(NAD 83)
 NJ0058_MARKER: P = PIPE CAP
 NJ0058_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0058_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0058_STAMPING: 1201 DUBQ
 NJ0058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0058
 NJ0058  HISTORY     - Date     Condition        Report By
 NJ0058  HISTORY     - UNK      MONUMENTED       USGS
 NJ0058  HISTORY     - 1934     GOOD             NGS
 NJ0058
 NJ0058                          STATION DESCRIPTION
 NJ0058
 NJ0058'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 AG9566 ***********************************************************************
 AG9566  DESIGNATION -  121 DICKSY GPS
 AG9566  PID         -  AG9566
 AG9566  STATE/COUNTY-  WI/SAWYER
 AG9566  USGS QUAD   -  SEELEY (1976)
 AG9566
 AG9566                         *CURRENT SURVEY CONTROL
 AG9566  ___________________________________________________________________
 AG9566* NAD 83(1997)-  46 04 16.16906(N)    091 18 06.74364(W)     ADJUSTED  
 AG9566* NAVD 88     -       428.4    (meters)    1406.     (feet)  GPS OBS   
 AG9566  ___________________________________________________________________
 AG9566  X           -    -100,715.670 (meters)                     COMP
 AG9566  Y           -  -4,431,759.987 (meters)                     COMP
 AG9566  Z           -   4,571,025.960 (meters)                     COMP
 AG9566  LAPLACE CORR-          -7.38  (seconds)                    DEFLEC99
 AG9566  ELLIP HEIGHT-         399.40  (meters)          (12/26/02) GPS OBS
 AG9566  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 AG9566
 AG9566  HORZ ORDER  -  FIRST
 AG9566  ELLP ORDER  -  THIRD     CLASS II
 AG9566
 AG9566.The horizontal coordinates were established by GPS observations
 AG9566.and adjusted by the National Geodetic Survey in December 2002..
 AG9566
 AG9566.The orthometric height was determined by GPS observations and a
 AG9566.high-resolution geoid model.
 AG9566
 AG9566.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9566
 AG9566.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9566
 AG9566.The ellipsoidal height was determined by GPS observations
 AG9566.and is referenced to NAD 83.
 AG9566
 AG9566.The geoid height was determined by GEOID03.
 AG9566
 AG9566;                    North         East     Units Scale Factor Converg.
 AG9566;SPC WI N     -   101,354.166   499,291.831   MT  0.99994676   -0 56 20.9
 AG9566;SPC WI N     -   332,526.13  1,638,093.28   sFT  0.99994676   -0 56 20.9
 AG9566;UTM  15      - 5,103,355.430   631,320.534   MT  0.99981200   +1 13 23.4
 AG9566
 AG9566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9566!SPC WI N     -   0.99993739  x   0.99994676  =   0.99988415
 AG9566!UTM  15      -   0.99993739  x   0.99981200  =   0.99974940
 AG9566
 AG9566                          SUPERSEDED SURVEY CONTROL
 AG9566
 AG9566  NAD 83(1991)-  46 04 16.16880(N)    091 18 06.74288(W) AD(       ) 1
 AG9566  ELLIP H (04/30/98)  399.39   (m)                       GP(       ) 3 2
 AG9566
 AG9566.Superseded values are not recommended for survey control.
 AG9566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9566.See file dsdata.txt to determine how the superseded data were derived.
 AG9566
 AG9566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM3132103355(NAD 83)
 AG9566_MARKER: DD = SURVEY DISK
 AG9566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9566_STAMPING: 121
 AG9566_MARK LOGO: WI-113
 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 - 1995
 AG9566
 AG9566  HISTORY     - Date     Condition        Report By
 AG9566  HISTORY     - 1995     MONUMENTED       WI-113
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AG9590 ***********************************************************************
 AG9590  DESIGNATION -  122 LOG CREEK GPS
 AG9590  PID         -  AG9590
 AG9590  STATE/COUNTY-  WI/SAWYER
 AG9590  USGS QUAD   -  KENNEDY (1970)
 AG9590
 AG9590                         *CURRENT SURVEY CONTROL
 AG9590  ___________________________________________________________________
 AG9590* NAD 83(1997)-  45 52 59.64147(N)    090 44 19.75799(W)     ADJUSTED  
 AG9590* NAVD 88     -       454.7    (meters)    1492.     (feet)  GPS OBS   
 AG9590  ___________________________________________________________________
 AG9590  X           -     -57,354.052 (meters)                     COMP
 AG9590  Y           -  -4,447,572.614 (meters)                     COMP
 AG9590  Z           -   4,556,527.077 (meters)                     COMP
 AG9590  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 AG9590  ELLIP HEIGHT-         424.46  (meters)          (12/26/02) GPS OBS
 AG9590  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 AG9590
 AG9590  HORZ ORDER  -  FIRST
 AG9590  ELLP ORDER  -  THIRD     CLASS II
 AG9590
 AG9590.The horizontal coordinates were established by GPS observations
 AG9590.and adjusted by the National Geodetic Survey in December 2002..
 AG9590
 AG9590.The orthometric height was determined by GPS observations and a
 AG9590.high-resolution geoid model.
 AG9590
 AG9590.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9590
 AG9590.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9590
 AG9590.The ellipsoidal height was determined by GPS observations
 AG9590.and is referenced to NAD 83.
 AG9590
 AG9590.The geoid height was determined by GEOID03.
 AG9590
 AG9590;                    North         East     Units Scale Factor Converg.
 AG9590;SPC WI N     -    79,908.589   542,651.426   MT  0.99995761   -0 31 58.7
 AG9590;SPC WI N     -   262,166.76  1,780,348.89   sFT  0.99995761   -0 31 58.7
 AG9590;UTM  15      - 5,083,560.298   675,454.864   MT  0.99997847   +1 37 25.5
 AG9590
 AG9590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9590!SPC WI N     -   0.99993346  x   0.99995761  =   0.99989107
 AG9590!UTM  15      -   0.99993346  x   0.99997847  =   0.99991193
 AG9590
 AG9590                          SUPERSEDED SURVEY CONTROL
 AG9590
 AG9590  NAD 83(1991)-  45 52 59.64113(N)    090 44 19.75692(W) AD(       ) 1
 AG9590  ELLIP H (04/30/98)  424.47   (m)                       GP(       ) 3 2
 AG9590
 AG9590.Superseded values are not recommended for survey control.
 AG9590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9590.See file dsdata.txt to determine how the superseded data were derived.
 AG9590
 AG9590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL7545583560(NAD 83)
 AG9590_MARKER: DD = SURVEY DISK
 AG9590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9590_STAMPING: 122
 AG9590_MARK LOGO: WI-113
 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 - 1995
 AG9590
 AG9590  HISTORY     - Date     Condition        Report By
 AG9590  HISTORY     - 1995     MONUMENTED       WI-113
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AG9588 ***********************************************************************
 AG9588  DESIGNATION -  123 CASEY CREEK GPS
 AG9588  PID         -  AG9588
 AG9588  STATE/COUNTY-  WI/SAWYER
 AG9588  USGS QUAD   -  BABBS ISLAND (1971)
 AG9588
 AG9588                         *CURRENT SURVEY CONTROL
 AG9588  ___________________________________________________________________
 AG9588* NAD 83(1997)-  45 50 51.68890(N)    090 51 38.01131(W)     ADJUSTED  
 AG9588* NAVD 88     -       443.8    (meters)    1456.     (feet)  GPS OBS   
 AG9588  ___________________________________________________________________
 AG9588  X           -     -66,846.200 (meters)                     COMP
 AG9588  Y           -  -4,450,268.374 (meters)                     COMP
 AG9588  Z           -   4,553,768.261 (meters)                     COMP
 AG9588  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 AG9588  ELLIP HEIGHT-         413.69  (meters)          (12/26/02) GPS OBS
 AG9588  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 AG9588
 AG9588  HORZ ORDER  -  FIRST
 AG9588  ELLP ORDER  -  THIRD     CLASS II
 AG9588
 AG9588.The horizontal coordinates were established by GPS observations
 AG9588.and adjusted by the National Geodetic Survey in December 2002..
 AG9588
 AG9588.The orthometric height was determined by GPS observations and a
 AG9588.high-resolution geoid model.
 AG9588
 AG9588.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9588
 AG9588.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9588
 AG9588.The ellipsoidal height was determined by GPS observations
 AG9588.and is referenced to NAD 83.
 AG9588
 AG9588.The geoid height was determined by GEOID03.
 AG9588
 AG9588;                    North         East     Units Scale Factor Converg.
 AG9588;SPC WI N     -    76,053.632   533,159.538   MT  0.99996087   -0 37 14.8
 AG9588;SPC WI N     -   249,519.29  1,749,207.58   sFT  0.99996087   -0 37 14.8
 AG9588;UTM  15      - 5,079,350.913   666,114.756   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                          SUPERSEDED SURVEY CONTROL
 AG9588
 AG9588  NAD 83(1991)-  45 50 51.68851(N)    090 51 38.01026(W) AD(       ) 1
 AG9588  ELLIP H (04/30/98)  413.70   (m)                       GP(       ) 3 2
 AG9588
 AG9588.Superseded values are not recommended for survey control.
 AG9588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9588.See file dsdata.txt to determine how the superseded data were derived.
 AG9588
 AG9588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL6611579351(NAD 83)
 AG9588_MARKER: DD = SURVEY DISK
 AG9588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9588_STAMPING: 123
 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 - 1995
 AG9588
 AG9588  HISTORY     - Date     Condition        Report By
 AG9588  HISTORY     - 1995     MONUMENTED       WI-113
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AF9982 ***********************************************************************
 AF9982  DESIGNATION -  124 PERCH LAKE GPS
 AF9982  PID         -  AF9982
 AF9982  STATE/COUNTY-  WI/SAWYER
 AF9982  USGS QUAD   -  BLAISDELL LAKE (1971)
 AF9982
 AF9982                         *CURRENT SURVEY CONTROL
 AF9982  ___________________________________________________________________
 AF9982* NAD 83(1997)-  45 54 50.83016(N)    090 58 01.85866(W)     ADJUSTED  
 AF9982* NAVD 88     -       424.5    (meters)    1393.     (feet)  GPS OBS   
 AF9982  ___________________________________________________________________
 AF9982  X           -     -75,038.082 (meters)                     COMP
 AF9982  Y           -  -4,444,822.944 (meters)                     COMP
 AF9982  Z           -   4,558,894.922 (meters)                     COMP
 AF9982  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 AF9982  ELLIP HEIGHT-         394.68  (meters)          (12/26/02) GPS OBS
 AF9982  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 AF9982
 AF9982  HORZ ORDER  -  FIRST
 AF9982  ELLP ORDER  -  THIRD     CLASS II
 AF9982
 AF9982.The horizontal coordinates were established by GPS observations
 AF9982.and adjusted by the National Geodetic Survey in December 2002..
 AF9982
 AF9982.The orthometric height was determined by GPS observations and a
 AF9982.high-resolution geoid model.
 AF9982
 AF9982.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9982
 AF9982.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9982
 AF9982.The ellipsoidal height was determined by GPS observations
 AF9982.and is referenced to NAD 83.
 AF9982
 AF9982.The geoid height was determined by GEOID03.
 AF9982
 AF9982;                    North         East     Units Scale Factor Converg.
 AF9982;SPC WI N     -    83,531.481   524,968.213   MT  0.99995510   -0 41 51.7
 AF9982;SPC WI N     -   274,052.87  1,722,333.21   sFT  0.99995510   -0 41 51.7
 AF9982;UTM  15      - 5,086,514.877   657,648.065   MT  0.99990554   +1 27 37.7
 AF9982
 AF9982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9982!SPC WI N     -   0.99993813  x   0.99995510  =   0.99989323
 AF9982!UTM  15      -   0.99993813  x   0.99990554  =   0.99984368
 AF9982
 AF9982                          SUPERSEDED SURVEY CONTROL
 AF9982
 AF9982  NAD 83(1991)-  45 54 50.82987(N)    090 58 01.85766(W) AD(       ) 1
 AF9982  ELLIP H (04/30/98)  394.69   (m)                       GP(       ) 3 2
 AF9982
 AF9982.Superseded values are not recommended for survey control.
 AF9982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9982.See file dsdata.txt to determine how the superseded data were derived.
 AF9982
 AF9982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL5764886515(NAD 83)
 AF9982_MARKER: DD = SURVEY DISK
 AF9982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9982_STAMPING: 124
 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 - 1995
 AF9982
 AF9982  HISTORY     - Date     Condition        Report By
 AF9982  HISTORY     - 1995     MONUMENTED       WI-113
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AG9591 ***********************************************************************
 AG9591  DESIGNATION -  125 BLAISDELL GPS
 AG9591  PID         -  AG9591
 AG9591  STATE/COUNTY-  WI/SAWYER
 AG9591  USGS QUAD   -  LORETTA (1981)
 AG9591
 AG9591                         *CURRENT SURVEY CONTROL
 AG9591  ___________________________________________________________________
 AG9591* NAD 83(1997)-  45 58 24.62790(N)    090 50 40.31916(W)     ADJUSTED  
 AG9591* NAVD 88     -       443.2    (meters)    1454.     (feet)  GPS OBS   
 AG9591  ___________________________________________________________________
 AG9591  X           -     -65,453.397 (meters)                     COMP
 AG9591  Y           -  -4,440,242.563 (meters)                     COMP
 AG9591  Z           -   4,563,498.586 (meters)                     COMP
 AG9591  LAPLACE CORR-          -4.34  (seconds)                    DEFLEC99
 AG9591  ELLIP HEIGHT-         413.14  (meters)          (12/26/02) GPS OBS
 AG9591  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 AG9591
 AG9591  HORZ ORDER  -  FIRST
 AG9591  ELLP ORDER  -  THIRD     CLASS II
 AG9591
 AG9591.The horizontal coordinates were established by GPS observations
 AG9591.and adjusted by the National Geodetic Survey in December 2002..
 AG9591
 AG9591.The orthometric height was determined by GPS observations and a
 AG9591.high-resolution geoid model.
 AG9591
 AG9591.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9591
 AG9591.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9591
 AG9591.The ellipsoidal height was determined by GPS observations
 AG9591.and is referenced to NAD 83.
 AG9591
 AG9591.The geoid height was determined by GEOID03.
 AG9591
 AG9591;                    North         East     Units Scale Factor Converg.
 AG9591;SPC WI N     -    90,023.298   534,552.901   MT  0.99995107   -0 36 33.2
 AG9591;SPC WI N     -   295,351.44  1,753,778.98   sFT  0.99995107   -0 36 33.2
 AG9591;UTM  15      - 5,093,362.931   666,981.141   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  =   0.99988631
 AG9591!UTM  15      -   0.99993524  x   0.99994278  =   0.99987802
 AG9591
 AG9591                          SUPERSEDED SURVEY CONTROL
 AG9591
 AG9591  NAD 83(1991)-  45 58 24.62760(N)    090 50 40.31812(W) AD(       ) 1
 AG9591  ELLIP H (04/30/98)  413.15   (m)                       GP(       ) 3 2
 AG9591
 AG9591.Superseded values are not recommended for survey control.
 AG9591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9591.See file dsdata.txt to determine how the superseded data were derived.
 AG9591
 AG9591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL6698193363(NAD 83)
 AG9591_MARKER: DD = SURVEY DISK
 AG9591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9591_STAMPING: 125
 AG9591_MARK LOGO: WI-113
 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 - 1995
 AG9591
 AG9591  HISTORY     - Date     Condition        Report By
 AG9591  HISTORY     - 1995     MONUMENTED       WI-113
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AG9573 ***********************************************************************
 AG9573  DESIGNATION -  126 BEAR LAKE GPS
 AG9573  PID         -  AG9573
 AG9573  STATE/COUNTY-  WI/SAWYER
 AG9573  USGS QUAD   -  KENNEDY (1970)
 AG9573
 AG9573                         *CURRENT SURVEY CONTROL
 AG9573  ___________________________________________________________________
 AG9573* NAD 83(1997)-  45 57 32.45970(N)    090 41 28.04321(W)     ADJUSTED  
 AG9573* NAVD 88     -       474.3    (meters)    1556.     (feet)  GPS OBS   
 AG9573  ___________________________________________________________________
 AG9573  X           -     -53,578.614 (meters)                     COMP
 AG9573  Y           -  -4,441,581.359 (meters)                     COMP
 AG9573  Z           -   4,562,401.163 (meters)                     COMP
 AG9573  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 AG9573  ELLIP HEIGHT-         444.05  (meters)          (12/26/02) GPS OBS
 AG9573  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 AG9573
 AG9573  HORZ ORDER  -  FIRST
 AG9573  ELLP ORDER  -  THIRD     CLASS II
 AG9573
 AG9573.The horizontal coordinates were established by GPS observations
 AG9573.and adjusted by the National Geodetic Survey in December 2002..
 AG9573
 AG9573.The orthometric height was determined by GPS observations and a
 AG9573.high-resolution geoid model.
 AG9573
 AG9573.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9573
 AG9573.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9573
 AG9573.The ellipsoidal height was determined by GPS observations
 AG9573.and is referenced to NAD 83.
 AG9573
 AG9573.The geoid height was determined by GEOID03.
 AG9573
 AG9573;                    North         East     Units Scale Factor Converg.
 AG9573;SPC WI N     -    88,297.805   546,427.061   MT  0.99995195   -0 29 54.8
 AG9573;SPC WI N     -   289,690.38  1,792,736.12   sFT  0.99995195   -0 29 54.8
 AG9573;UTM  15      - 5,092,085.987   678,912.073   MT  0.99999352   +1 39 36.6
 AG9573
 AG9573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9573!SPC WI N     -   0.99993039  x   0.99995195  =   0.99988234
 AG9573!UTM  15      -   0.99993039  x   0.99999352  =   0.99992391
 AG9573
 AG9573                          SUPERSEDED SURVEY CONTROL
 AG9573
 AG9573  NAD 83(1991)-  45 57 32.45939(N)    090 41 28.04215(W) AD(       ) 1
 AG9573  ELLIP H (04/30/98)  444.06   (m)                       GP(       ) 3 2
 AG9573
 AG9573.Superseded values are not recommended for survey control.
 AG9573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9573.See file dsdata.txt to determine how the superseded data were derived.
 AG9573
 AG9573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL7891292086(NAD 83)
 AG9573_MARKER: DD = SURVEY DISK
 AG9573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9573_STAMPING: 126
 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 - 1995
 AG9573
 AG9573  HISTORY     - Date     Condition        Report By
 AG9573  HISTORY     - 1995     MONUMENTED       WI-113
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AF9938 ***********************************************************************
 AF9938  DESIGNATION -  127 WINTER GPS
 AF9938  PID         -  AF9938
 AF9938  STATE/COUNTY-  WI/SAWYER
 AF9938  USGS QUAD   -  WINTER (1972)
 AF9938
 AF9938                         *CURRENT SURVEY CONTROL
 AF9938  ___________________________________________________________________
 AF9938* NAD 83(1997)-  45 47 54.97169(N)    091 00 25.23828(W)     ADJUSTED  
 AF9938* NAVD 88     -       407.4    (meters)    1337.     (feet)  GPS OBS   
 AF9938  ___________________________________________________________________
 AF9938  X           -     -78,289.490 (meters)                     COMP
 AF9938  Y           -  -4,453,970.313 (meters)                     COMP
 AF9938  Z           -   4,549,939.775 (meters)                     COMP
 AF9938  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 AF9938  ELLIP HEIGHT-         377.34  (meters)          (12/26/02) GPS OBS
 AF9938  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 AF9938
 AF9938  HORZ ORDER  -  FIRST
 AF9938  ELLP ORDER  -  THIRD     CLASS II
 AF9938
 AF9938.The horizontal coordinates were established by GPS observations
 AF9938.and adjusted by the National Geodetic Survey in December 2002..
 AF9938
 AF9938.The orthometric height was determined by GPS observations and a
 AF9938.high-resolution geoid model.
 AF9938
 AF9938.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9938
 AF9938.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9938
 AF9938.The ellipsoidal height was determined by GPS observations
 AF9938.and is referenced to NAD 83.
 AF9938
 AF9938.The geoid height was determined by GEOID03.
 AF9938
 AF9938;                    North         East     Units Scale Factor Converg.
 AF9938;SPC WI N     -    70,731.964   521,715.863   MT  0.99996599   -0 43 35.1
 AF9938;SPC WI N     -   232,059.79  1,711,662.79   sFT  0.99996599   -0 43 35.1
 AF9938;UTM  15      - 5,073,602.802   654,879.889   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  =   0.99990684
 AF9938!UTM  15      -   0.99994085  x   0.99989491  =   0.99983576
 AF9938
 AF9938                          SUPERSEDED SURVEY CONTROL
 AF9938
 AF9938  NAD 83(1991)-  45 47 54.97128(N)    091 00 25.23720(W) AD(       ) 1
 AF9938  ELLIP H (04/30/98)  377.36   (m)                       GP(       ) 3 2
 AF9938
 AF9938.Superseded values are not recommended for survey control.
 AF9938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9938.See file dsdata.txt to determine how the superseded data were derived.
 AF9938
 AF9938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL5488073603(NAD 83)
 AF9938_MARKER: DD = SURVEY DISK
 AF9938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9938_STAMPING: 127
 AF9938_MARK LOGO: WI-113
 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 - 1995
 AF9938
 AF9938  HISTORY     - Date     Condition        Report By
 AF9938  HISTORY     - 1995     MONUMENTED       WI-113
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AF9973 ***********************************************************************
 AF9973  DESIGNATION -  128 OXBO GPS
 AF9973  PID         -  AF9973
 AF9973  STATE/COUNTY-  WI/SAWYER
 AF9973  USGS QUAD   -  OXBO (1970)
 AF9973
 AF9973                         *CURRENT SURVEY CONTROL
 AF9973  ___________________________________________________________________
 AF9973* NAD 83(1997)-  45 50 31.04107(N)    090 41 42.28238(W)     ADJUSTED  
 AF9973* NAVD 88     -       436.2    (meters)    1431.     (feet)  GPS OBS   
 AF9973  ___________________________________________________________________
 AF9973  X           -     -53,998.267 (meters)                     COMP
 AF9973  Y           -  -4,450,894.818 (meters)                     COMP
 AF9973  Z           -   4,553,318.564 (meters)                     COMP
 AF9973  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 AF9973  ELLIP HEIGHT-         405.90  (meters)          (12/26/02) GPS OBS
 AF9973  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 AF9973
 AF9973  HORZ ORDER  -  FIRST
 AF9973  ELLP ORDER  -  THIRD     CLASS II
 AF9973
 AF9973.The horizontal coordinates were established by GPS observations
 AF9973.and adjusted by the National Geodetic Survey in December 2002..
 AF9973
 AF9973.The orthometric height was determined by GPS observations and a
 AF9973.high-resolution geoid model.
 AF9973
 AF9973.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9973
 AF9973.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9973
 AF9973.The ellipsoidal height was determined by GPS observations
 AF9973.and is referenced to NAD 83.
 AF9973
 AF9973.The geoid height was determined by GEOID03.
 AF9973
 AF9973;                    North         East     Units Scale Factor Converg.
 AF9973;SPC WI N     -    75,290.320   546,006.611   MT  0.99996143   -0 30 05.1
 AF9973;SPC WI N     -   247,014.99  1,791,356.69   sFT  0.99996143   -0 30 05.1
 AF9973;UTM  15      - 5,079,071.408   678,981.515   MT  0.99999384   +1 39 14.5
 AF9973
 AF9973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9973!SPC WI N     -   0.99993637  x   0.99996143  =   0.99989780
 AF9973!UTM  15      -   0.99993637  x   0.99999384  =   0.99993021
 AF9973
 AF9973                          SUPERSEDED SURVEY CONTROL
 AF9973
 AF9973  NAD 83(1991)-  45 50 31.04071(N)    090 41 42.28127(W) AD(       ) 1
 AF9973  ELLIP H (04/30/98)  405.91   (m)                       GP(       ) 3 2
 AF9973
 AF9973.Superseded values are not recommended for survey control.
 AF9973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9973.See file dsdata.txt to determine how the superseded data were derived.
 AF9973
 AF9973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL7898279071(NAD 83)
 AF9973_MARKER: DD = SURVEY DISK
 AF9973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9973_STAMPING: 128
 AF9973_MARK LOGO: WI-113
 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 - 1995
 AF9973
 AF9973  HISTORY     - Date     Condition        Report By
 AF9973  HISTORY     - 1995     MONUMENTED       WI-113
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AG9581 ***********************************************************************
 AG9581  DESIGNATION -  129 BARBER CREEK GPS
 AG9581  PID         -  AG9581
 AG9581  STATE/COUNTY-  WI/SAWYER
 AG9581  USGS QUAD   -  LAKE WINTER (1982)
 AG9581
 AG9581                         *CURRENT SURVEY CONTROL
 AG9581  ___________________________________________________________________
 AG9581* NAD 83(1997)-  45 51 41.63746(N)    090 57 59.76189(W)     ADJUSTED  
 AG9581* NAVD 88     -       415.0    (meters)    1362.     (feet)  GPS OBS   
 AG9581  ___________________________________________________________________
 AG9581  X           -     -75,063.539 (meters)                     COMP
 AG9581  Y           -  -4,449,010.577 (meters)                     COMP
 AG9581  Z           -   4,554,821.849 (meters)                     COMP
 AG9581  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 AG9581  ELLIP HEIGHT-         385.05  (meters)          (12/26/02) GPS OBS
 AG9581  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 AG9581
 AG9581  HORZ ORDER  -  FIRST
 AG9581  ELLP ORDER  -  THIRD     CLASS II
 AG9581
 AG9581.The horizontal coordinates were established by GPS observations
 AG9581.and adjusted by the National Geodetic Survey in December 2002..
 AG9581
 AG9581.The orthometric height was determined by GPS observations and a
 AG9581.high-resolution geoid model.
 AG9581
 AG9581.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9581
 AG9581.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9581
 AG9581.The ellipsoidal height was determined by GPS observations
 AG9581.and is referenced to NAD 83.
 AG9581
 AG9581.The geoid height was determined by GEOID03.
 AG9581
 AG9581;                    North         East     Units Scale Factor Converg.
 AG9581;SPC WI N     -    77,690.334   524,942.313   MT  0.99995955   -0 41 50.2
 AG9581;SPC WI N     -   254,889.04  1,722,248.24   sFT  0.99995955   -0 41 50.2
 AG9581;UTM  15      - 5,080,677.196   657,842.074   MT  0.99990629   +1 27 34.5
 AG9581
 AG9581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9581!SPC WI N     -   0.99993964  x   0.99995955  =   0.99989919
 AG9581!UTM  15      -   0.99993964  x   0.99990629  =   0.99984593
 AG9581
 AG9581                          SUPERSEDED SURVEY CONTROL
 AG9581
 AG9581  NAD 83(1991)-  45 51 41.63712(N)    090 57 59.76085(W) AD(       ) 1
 AG9581  ELLIP H (04/30/98)  385.06   (m)                       GP(       ) 3 2
 AG9581
 AG9581.Superseded values are not recommended for survey control.
 AG9581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9581.See file dsdata.txt to determine how the superseded data were derived.
 AG9581
 AG9581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL5784280677(NAD 83)
 AG9581_MARKER: DD = SURVEY DISK
 AG9581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9581_STAMPING: 129
 AG9581_MARK LOGO: WI-113
 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 - 1995
 AG9581
 AG9581  HISTORY     - Date     Condition        Report By
 AG9581  HISTORY     - 1995     MONUMENTED       WI-113
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0160 ***********************************************************************
 ON0160  DESIGNATION -  1298
 ON0160  PID         -  ON0160
 ON0160  STATE/COUNTY-  WI/VERNON
 ON0160  USGS QUAD   -  WESTBY (1985)
 ON0160
 ON0160                         *CURRENT SURVEY CONTROL
 ON0160  ___________________________________________________________________
 ON0160* NAD 83(1986)-  43 39 12.     (N)    090 51 27.     (W)     SCALED    
 ON0160* NAVD 88     -       395.762  (meters)    1298.43   (feet)  ADJUSTED  
 ON0160  ___________________________________________________________________
 ON0160  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 ON0160  DYNAMIC HT  -         395.656 (meters)    1298.08  (feet)  COMP
 ON0160  MODELED GRAV-     980,340.3   (mgal)                       NAVD 88
 ON0160
 ON0160  VERT ORDER  -  SECOND    CLASS 0
 ON0160
 ON0160.The horizontal coordinates were scaled from a topographic map and have
 ON0160.an estimated accuracy of +/- 6 seconds.
 ON0160
 ON0160.The orthometric height was determined by differential leveling
 ON0160.and adjusted by the National Geodetic Survey in June 1991..
 ON0160
 ON0160.The geoid height was determined by GEOID03.
 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     -   184,030.      530,830.      MT  (+/- 180 meters Scaled)
 ON0160
 ON0160                          SUPERSEDED SURVEY CONTROL
 ON0160
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0160.See file dsdata.txt to determine how the superseded data were derived.
 ON0160
 ON0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ727356(NAD 83)
 ON0160_MARKER: DD = SURVEY DISK
 ON0160_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ON0160_SP_SET: STEP
 ON0160_STAMPING: WIS 1298 S 1922
 ON0160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0160
 ON0160  HISTORY     - Date     Condition        Report By
 ON0160  HISTORY     - 1922     MONUMENTED       USGS
 ON0160  HISTORY     - 1958     GOOD             NGS
 ON0160
 ON0160                          STATION DESCRIPTION
 ON0160
 ON0160'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5395 ***********************************************************************
 DH5395  DESIGNATION -  13 161W
 DH5395  PID         -  DH5395
 DH5395  STATE/COUNTY-  WI/MONROE
 DH5395  USGS QUAD   -  KENDALL WEST (1983)
 DH5395
 DH5395                         *CURRENT SURVEY CONTROL
 DH5395  ___________________________________________________________________
 DH5395* NAD 83(1997)-  43 51 35.54203(N)    090 26 46.58966(W)     ADJUSTED  
 DH5395* NAVD 88     -                                                        
 DH5395  ___________________________________________________________________
 DH5395  X           -     -35,880.002 (meters)                     COMP
 DH5395  Y           -  -4,606,423.324 (meters)                     COMP
 DH5395  Z           -   4,397,152.225 (meters)                     COMP
 DH5395  LAPLACE CORR-          -7.36  (seconds)                    DEFLEC99
 DH5395  ELLIP HEIGHT-         395.01  (meters)          (08/01/05) GPS OBS
 DH5395  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 DH5395
 DH5395  HORZ ORDER  -  FIRST
 DH5395  ELLP ORDER  -  SECOND    CLASS I
 DH5395
 DH5395.The horizontal coordinates were established by GPS observations
 DH5395.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5395
 DH5395
 DH5395.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5395
 DH5395.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5395
 DH5395.The ellipsoidal height was determined by GPS observations
 DH5395.and is referenced to NAD 83.
 DH5395
 DH5395.The geoid height was determined by GEOID03.
 DH5395
 DH5395;                    North         East     Units Scale Factor Converg.
 DH5395;SPC WI S     -   206,713.815   564,123.296   MT  0.99996455   -0 18 23.9
 DH5395;SPC WI S     -   678,193.57  1,850,794.51   sFT  0.99996455   -0 18 23.9
 DH5395;UTM  15      - 4,859,479.502   705,226.703   MT  1.00011806   +1 46 12.3
 DH5395
 DH5395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5395!SPC WI S     -   0.99993806  x   0.99996455  =   0.99990262
 DH5395!UTM  15      -   0.99993806  x   1.00011806  =   1.00005612
 DH5395
 DH5395                          SUPERSEDED SURVEY CONTROL
 DH5395
 DH5395.No superseded survey control is available for this station.
 DH5395
 DH5395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0522759480(NAD 83)
 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 - March 05, 2003
 DH5395
 DH5395  HISTORY     - Date     Condition        Report By
 DH5395  HISTORY     - 1997     MONUMENTED       WI-081
 DH5395  HISTORY     - 20030305 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5389 ***********************************************************************
 DH5389  DESIGNATION -  13 162W
 DH5389  PID         -  DH5389
 DH5389  STATE/COUNTY-  WI/MONROE
 DH5389  USGS QUAD   -  WILTON (1983)
 DH5389
 DH5389                         *CURRENT SURVEY CONTROL
 DH5389  ___________________________________________________________________
 DH5389* NAD 83(1997)-  43 51 48.74763(N)    090 33 42.81663(W)     ADJUSTED  
 DH5389* NAVD 88     -                                                        
 DH5389  ___________________________________________________________________
 DH5389  X           -     -45,172.577 (meters)                     COMP
 DH5389  Y           -  -4,606,059.684 (meters)                     COMP
 DH5389  Z           -   4,397,446.651 (meters)                     COMP
 DH5389  LAPLACE CORR-          -6.27  (seconds)                    DEFLEC99
 DH5389  ELLIP HEIGHT-         395.79  (meters)          (08/01/05) GPS OBS
 DH5389  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 DH5389
 DH5389  HORZ ORDER  -  FIRST
 DH5389  ELLP ORDER  -  SECOND    CLASS I
 DH5389
 DH5389.The horizontal coordinates were established by GPS observations
 DH5389.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5389
 DH5389
 DH5389.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5389
 DH5389.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5389
 DH5389.The ellipsoidal height was determined by GPS observations
 DH5389.and is referenced to NAD 83.
 DH5389
 DH5389.The geoid height was determined by GEOID03.
 DH5389
 DH5389;                    North         East     Units Scale Factor Converg.
 DH5389;SPC WI S     -   207,177.554   554,831.417   MT  0.99996507   -0 23 09.9
 DH5389;SPC WI S     -   679,715.03  1,820,309.41   sFT  0.99996507   -0 23 09.9
 DH5389;UTM  15      - 4,859,606.288   695,922.912   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  =   0.99990301
 DH5389!UTM  15      -   0.99993794  x   1.00007215  =   1.00001009
 DH5389
 DH5389                          SUPERSEDED SURVEY CONTROL
 DH5389
 DH5389.No superseded survey control is available for this station.
 DH5389
 DH5389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9592359606(NAD 83)
 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 - March 03, 2003
 DH5389
 DH5389  HISTORY     - Date     Condition        Report By
 DH5389  HISTORY     - 1997     MONUMENTED       WI-081
 DH5389  HISTORY     - 20030303 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5707 ***********************************************************************
 DH5707  DESIGNATION -  13 181E
 DH5707  PID         -  DH5707
 DH5707  STATE/COUNTY-  WI/MONROE
 DH5707  USGS QUAD   -  SHENNINGTON (1970)
 DH5707
 DH5707                         *CURRENT SURVEY CONTROL
 DH5707  ___________________________________________________________________
 DH5707* NAD 83(1997)-  44 02 12.98711(N)    090 19 03.78985(W)     ADJUSTED  
 DH5707* NAVD 88     -                                                        
 DH5707  ___________________________________________________________________
 DH5707  X           -     -25,468.093 (meters)                     COMP
 DH5707  Y           -  -4,592,729.519 (meters)                     COMP
 DH5707  Z           -   4,411,213.493 (meters)                     COMP
 DH5707  LAPLACE CORR-          -6.96  (seconds)                    DEFLEC99
 DH5707  ELLIP HEIGHT-         244.85  (meters)          (08/01/05) GPS OBS
 DH5707  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 DH5707
 DH5707  HORZ ORDER  -  FIRST
 DH5707  ELLP ORDER  -  SECOND    CLASS I
 DH5707
 DH5707.The horizontal coordinates were established by GPS observations
 DH5707.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5707
 DH5707
 DH5707.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5707
 DH5707.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5707
 DH5707.The ellipsoidal height was determined by GPS observations
 DH5707.and is referenced to NAD 83.
 DH5707
 DH5707.The geoid height was determined by GEOID03.
 DH5707
 DH5707;                    North         East     Units Scale Factor Converg.
 DH5707;SPC WI S     -   226,340.159   574,532.965   MT  0.99999410   -0 13 05.9
 DH5707;SPC WI S     -   742,584.34  1,884,946.90   sFT  0.99999410   -0 13 05.9
 DH5707;UTM  15      - 4,879,474.031   714,918.742   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  =   1.00012973
 DH5707
 DH5707                          SUPERSEDED SURVEY CONTROL
 DH5707
 DH5707.No superseded survey control is available for this station.
 DH5707
 DH5707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ1491979474(NAD 83)
 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 - December 28, 2005
 DH5707
 DH5707  HISTORY     - Date     Condition        Report By
 DH5707  HISTORY     - UNK      MONUMENTED       WI-081
 DH5707  HISTORY     - 20040520 GOOD             WIDT
 DH5707  HISTORY     - 20051228 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0300 ***********************************************************************
 OM0300  DESIGNATION -  130
 OM0300  PID         -  OM0300
 OM0300  STATE/COUNTY-  WI/GREEN LAKE
 OM0300  USGS QUAD   -  PRINCETON WEST (1984)
 OM0300
 OM0300                         *CURRENT SURVEY CONTROL
 OM0300  ___________________________________________________________________
 OM0300* NAD 83(1986)-  43 49 37.     (N)    089 09 26.     (W)     SCALED    
 OM0300* NAVD 88     -       233.265  (meters)     765.30   (feet)  ADJUSTED  
 OM0300  ___________________________________________________________________
 OM0300  GEOID HEIGHT-         -36.03  (meters)                     GEOID03
 OM0300  DYNAMIC HT  -         233.212 (meters)     765.13  (feet)  COMP
 OM0300  MODELED GRAV-     980,387.6   (mgal)                       NAVD 88
 OM0300
 OM0300  VERT ORDER  -  SECOND    CLASS 0
 OM0300
 OM0300.The horizontal coordinates were scaled from a topographic map and have
 OM0300.an estimated accuracy of +/- 6 seconds.
 OM0300
 OM0300.The orthometric height was determined by differential leveling
 OM0300.and adjusted by the National Geodetic Survey in June 1991..
 OM0300
 OM0300.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0300.See file dsdata.txt to determine how the superseded data were derived.
 OM0300
 OM0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP265549(NAD 83)
 OM0300_MARKER: B = BOLT
 OM0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0300_STAMPING: USM 130
 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       DOD
 OM0300  HISTORY     - 1934     GOOD             NGS
 OM0300  HISTORY     - 1962     GOOD             USGS
 OM0300  HISTORY     - 20030514 MARK NOT FOUND   WIDT
 OM0300
 OM0300                          STATION DESCRIPTION
 OM0300
 OM0300'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 AG9580 ***********************************************************************
 AG9580  DESIGNATION -  130 BISHOP BRIDGE GPS
 AG9580  PID         -  AG9580
 AG9580  STATE/COUNTY-  WI/SAWYER
 AG9580  USGS QUAD   -  WINTER (1972)
 AG9580
 AG9580                         *CURRENT SURVEY CONTROL
 AG9580  ___________________________________________________________________
 AG9580* NAD 83(1997)-  45 50 54.31480(N)    091 04 25.17204(W)     ADJUSTED  
 AG9580* NAVD 88     -       398.2    (meters)    1306.     (feet)  GPS OBS   
 AG9580  ___________________________________________________________________
 AG9580  X           -     -83,395.903 (meters)                     COMP
 AG9580  Y           -  -4,449,899.289 (meters)                     COMP
 AG9580  Z           -   4,553,792.263 (meters)                     COMP
 AG9580  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 AG9580  ELLIP HEIGHT-         368.43  (meters)          (12/26/02) GPS OBS
 AG9580  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 AG9580
 AG9580  HORZ ORDER  -  FIRST
 AG9580  ELLP ORDER  -  THIRD     CLASS II
 AG9580
 AG9580.The horizontal coordinates were established by GPS observations
 AG9580.and adjusted by the National Geodetic Survey in December 2002..
 AG9580
 AG9580.The orthometric height was determined by GPS observations and a
 AG9580.high-resolution geoid model.
 AG9580
 AG9580.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9580
 AG9580.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9580
 AG9580.The ellipsoidal height was determined by GPS observations
 AG9580.and is referenced to NAD 83.
 AG9580
 AG9580.The geoid height was determined by GEOID03.
 AG9580
 AG9580;                    North         East     Units Scale Factor Converg.
 AG9580;SPC WI N     -    76,336.231   516,609.834   MT  0.99996080   -0 46 28.2
 AG9580;SPC WI N     -   250,446.45  1,694,910.76   sFT  0.99996080   -0 46 28.2
 AG9580;UTM  15      - 5,079,010.568   649,567.038   MT  0.99987502   +1 22 56.7
 AG9580
 AG9580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9580!SPC WI N     -   0.99994224  x   0.99996080  =   0.99990305
 AG9580!UTM  15      -   0.99994224  x   0.99987502  =   0.99981727
 AG9580
 AG9580                          SUPERSEDED SURVEY CONTROL
 AG9580
 AG9580  NAD 83(1991)-  45 50 54.31441(N)    091 04 25.17099(W) AD(       ) 1
 AG9580  ELLIP H (04/30/98)  368.45   (m)                       GP(       ) 3 2
 AG9580
 AG9580.Superseded values are not recommended for survey control.
 AG9580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9580.See file dsdata.txt to determine how the superseded data were derived.
 AG9580
 AG9580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL4956779011(NAD 83)
 AG9580_MARKER: DD = SURVEY DISK
 AG9580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9580_STAMPING: 130
 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 - 1995
 AG9580
 AG9580  HISTORY     - Date     Condition        Report By
 AG9580  HISTORY     - 1995     MONUMENTED       WI-113
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AF9997 ***********************************************************************
 AF9997  DESIGNATION -  131 PLEOGER GPS
 AF9997  PID         -  AF9997
 AF9997  STATE/COUNTY-  WI/SAWYER
 AF9997  USGS QUAD   -  INGRAM NW (1981)
 AF9997
 AF9997                         *CURRENT SURVEY CONTROL
 AF9997  ___________________________________________________________________
 AF9997* NAD 83(1997)-  45 43 26.01846(N)    090 55 52.08961(W)     ADJUSTED  
 AF9997* NAVD 88     -       423.3    (meters)    1389.     (feet)  GPS OBS   
 AF9997  ___________________________________________________________________
 AF9997  X           -     -72,488.059 (meters)                     COMP
 AF9997  Y           -  -4,460,029.703 (meters)                     COMP
 AF9997  Z           -   4,544,157.626 (meters)                     COMP
 AF9997  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 AF9997  ELLIP HEIGHT-         393.06  (meters)          (12/26/02) GPS OBS
 AF9997  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 AF9997
 AF9997  HORZ ORDER  -  FIRST
 AF9997  ELLP ORDER  -  THIRD     CLASS II
 AF9997
 AF9997.The horizontal coordinates were established by GPS observations
 AF9997.and adjusted by the National Geodetic Survey in December 2002..
 AF9997
 AF9997.The orthometric height was determined by GPS observations and a
 AF9997.high-resolution geoid model.
 AF9997
 AF9997.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9997
 AF9997.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9997
 AF9997.The ellipsoidal height was determined by GPS observations
 AF9997.and is referenced to NAD 83.
 AF9997
 AF9997.The geoid height was determined by GEOID03.
 AF9997
 AF9997;                    North         East     Units Scale Factor Converg.
 AF9997;SPC WI N     -    62,357.132   527,516.669   MT  0.99997518   -0 40 18.1
 AF9997;SPC WI N     -   204,583.36  1,730,694.27   sFT  0.99997518   -0 40 18.1
 AF9997;UTM  15      - 5,065,452.476   660,991.035   MT  0.99991865   +1 28 53.7
 AF9997
 AF9997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9997!SPC WI N     -   0.99993838  x   0.99997518  =   0.99991356
 AF9997!UTM  15      -   0.99993838  x   0.99991865  =   0.99985704
 AF9997
 AF9997                          SUPERSEDED SURVEY CONTROL
 AF9997
 AF9997  NAD 83(1991)-  45 43 26.01799(N)    090 55 52.08856(W) AD(       ) 1
 AF9997  ELLIP H (04/30/98)  393.08   (m)                       GP(       ) 3 2
 AF9997
 AF9997.Superseded values are not recommended for survey control.
 AF9997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9997.See file dsdata.txt to determine how the superseded data were derived.
 AF9997
 AF9997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL6099165452(NAD 83)
 AF9997_MARKER: DD = SURVEY DISK
 AF9997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9997_STAMPING: 131
 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 - 1995
 AF9997
 AF9997  HISTORY     - Date     Condition        Report By
 AF9997  HISTORY     - 1995     MONUMENTED       WI-113
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AG9584 ***********************************************************************
 AG9584  DESIGNATION -  132 OJIBWA GPS
 AG9584  PID         -  AG9584
 AG9584  STATE/COUNTY-  WI/SAWYER
 AG9584  USGS QUAD   -  WINTER (1972)
 AG9584
 AG9584                         *CURRENT SURVEY CONTROL
 AG9584  ___________________________________________________________________
 AG9584* NAD 83(1997)-  45 47 44.89609(N)    091 07 23.36549(W)     ADJUSTED  
 AG9584* NAVD 88     -       385.8    (meters)    1266.     (feet)  GPS OBS   
 AG9584  ___________________________________________________________________
 AG9584  X           -     -87,322.214 (meters)                     COMP
 AG9584  Y           -  -4,454,010.507 (meters)                     COMP
 AG9584  Z           -   4,549,707.532 (meters)                     COMP
 AG9584  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 AG9584  ELLIP HEIGHT-         355.93  (meters)          (12/26/02) GPS OBS
 AG9584  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 AG9584
 AG9584  HORZ ORDER  -  FIRST
 AG9584  ELLP ORDER  -  THIRD     CLASS II
 AG9584
 AG9584.The horizontal coordinates were established by GPS observations
 AG9584.and adjusted by the National Geodetic Survey in December 2002..
 AG9584
 AG9584.The orthometric height was determined by GPS observations and a
 AG9584.high-resolution geoid model.
 AG9584
 AG9584.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9584
 AG9584.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9584
 AG9584.The ellipsoidal height was determined by GPS observations
 AG9584.and is referenced to NAD 83.
 AG9584
 AG9584.The geoid height was determined by GEOID03.
 AG9584
 AG9584;                    North         East     Units Scale Factor Converg.
 AG9584;SPC WI N     -    70,542.006   512,682.911   MT  0.99996630   -0 48 36.8
 AG9584;SPC WI N     -   231,436.56  1,682,027.18   sFT  0.99996630   -0 48 36.8
 AG9584;UTM  15      - 5,073,073.253   645,861.269   MT  0.99986156   +1 20 44.4
 AG9584
 AG9584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9584!SPC WI N     -   0.99994420  x   0.99996630  =   0.99991051
 AG9584!UTM  15      -   0.99994420  x   0.99986156  =   0.99980577
 AG9584
 AG9584                          SUPERSEDED SURVEY CONTROL
 AG9584
 AG9584  NAD 83(1991)-  45 47 44.89567(N)    091 07 23.36443(W) AD(       ) 1
 AG9584  ELLIP H (04/30/98)  355.94   (m)                       GP(       ) 3 2
 AG9584
 AG9584.Superseded values are not recommended for survey control.
 AG9584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9584.See file dsdata.txt to determine how the superseded data were derived.
 AG9584
 AG9584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL4586173073(NAD 83)
 AG9584_MARKER: DD = SURVEY DISK
 AG9584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9584_STAMPING: 132
 AG9584_MARK LOGO: WI-113
 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 - 1995
 AG9584
 AG9584  HISTORY     - Date     Condition        Report By
 AG9584  HISTORY     - 1995     MONUMENTED       WI-113
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0303 ***********************************************************************
 OM0303  DESIGNATION -  133
 OM0303  PID         -  OM0303
 OM0303  STATE/COUNTY-  WI/GREEN LAKE
 OM0303  USGS QUAD   -  PRINCETON WEST (1984)
 OM0303
 OM0303                         *CURRENT SURVEY CONTROL
 OM0303  ___________________________________________________________________
 OM0303* NAD 83(1986)-  43 49 49.     (N)    089 10 45.     (W)     SCALED    
 OM0303* NAVD 88     -       233.815  (meters)     767.11   (feet)  ADJUSTED  
 OM0303  ___________________________________________________________________
 OM0303  GEOID HEIGHT-         -36.03  (meters)                     GEOID03
 OM0303  DYNAMIC HT  -         233.762 (meters)     766.93  (feet)  COMP
 OM0303  MODELED GRAV-     980,387.2   (mgal)                       NAVD 88
 OM0303
 OM0303  VERT ORDER  -  SECOND    CLASS 0
 OM0303
 OM0303.The horizontal coordinates were scaled from a topographic map and have
 OM0303.an estimated accuracy of +/- 6 seconds.
 OM0303
 OM0303.The orthometric height was determined by differential leveling
 OM0303.and adjusted by the National Geodetic Survey in June 1991..
 OM0303
 OM0303.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0303.See file dsdata.txt to determine how the superseded data were derived.
 OM0303
 OM0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP247553(NAD 83)
 OM0303_MARKER: R = RIVET
 OM0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0303_SP_SET: 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       DOD
 OM0303  HISTORY     - 1934     GOOD             NGS
 OM0303  HISTORY     - 20030514 MARK NOT FOUND   WIDT
 OM0303
 OM0303                          STATION DESCRIPTION
 OM0303
 OM0303'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 AG9541 ***********************************************************************
 AG9541  DESIGNATION -  133 BEAVER CREEK GPS
 AG9541  PID         -  AG9541
 AG9541  STATE/COUNTY-  WI/SAWYER
 AG9541  USGS QUAD   -  BABBS ISLAND (1971)
 AG9541
 AG9541                         *CURRENT SURVEY CONTROL
 AG9541  ___________________________________________________________________
 AG9541* NAD 83(1997)-  45 48 19.21877(N)    090 48 26.27730(W)     ADJUSTED  
 AG9541* NAVD 88     -       450.2    (meters)    1477.     (feet)  GPS OBS   
 AG9541  ___________________________________________________________________
 AG9541  X           -     -62,757.049 (meters)                     COMP
 AG9541  Y           -  -4,453,709.201 (meters)                     COMP
 AG9541  Z           -   4,550,492.287 (meters)                     COMP
 AG9541  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 AG9541  ELLIP HEIGHT-         420.01  (meters)          (12/26/02) GPS OBS
 AG9541  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 AG9541
 AG9541  HORZ ORDER  -  FIRST
 AG9541  ELLP ORDER  -  THIRD     CLASS II
 AG9541
 AG9541.The horizontal coordinates were established by GPS observations
 AG9541.and adjusted by the National Geodetic Survey in December 2002..
 AG9541
 AG9541.The orthometric height was determined by GPS observations and a
 AG9541.high-resolution geoid model.
 AG9541
 AG9541.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9541
 AG9541.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9541
 AG9541.The ellipsoidal height was determined by GPS observations
 AG9541.and is referenced to NAD 83.
 AG9541
 AG9541.The geoid height was determined by GEOID03.
 AG9541
 AG9541;                    North         East     Units Scale Factor Converg.
 AG9541;SPC WI N     -    71,303.189   537,248.261   MT  0.99996524   -0 34 56.5
 AG9541;SPC WI N     -   233,933.88  1,762,622.00   sFT  0.99996524   -0 34 56.5
 AG9541;UTM  15      - 5,074,757.684   670,379.196   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                          SUPERSEDED SURVEY CONTROL
 AG9541
 AG9541  NAD 83(1991)-  45 48 19.21837(N)    090 48 26.27622(W) AD(       ) 1
 AG9541  ELLIP H (04/30/98)  420.03   (m)                       GP(       ) 3 2
 AG9541
 AG9541.Superseded values are not recommended for survey control.
 AG9541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9541.See file dsdata.txt to determine how the superseded data were derived.
 AG9541
 AG9541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL7037974758(NAD 83)
 AG9541_MARKER: DD = SURVEY DISK
 AG9541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9541_STAMPING: 133
 AG9541_MARK LOGO: WI-113
 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 - 1995
 AG9541
 AG9541  HISTORY     - Date     Condition        Report By
 AG9541  HISTORY     - 1995     MONUMENTED       WI-113
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AG9589 ***********************************************************************
 AG9589  DESIGNATION -  134 DRY CREEK GPS
 AG9589  PID         -  AG9589
 AG9589  STATE/COUNTY-  WI/SAWYER
 AG9589  USGS QUAD   -  LAKE WINTER (1982)
 AG9589
 AG9589                         *CURRENT SURVEY CONTROL
 AG9589  ___________________________________________________________________
 AG9589* NAD 83(1997)-  45 47 01.10208(N)    090 54 11.53214(W)     ADJUSTED  
 AG9589* NAVD 88     -       447.4    (meters)    1468.     (feet)  GPS OBS   
 AG9589  ___________________________________________________________________
 AG9589  X           -     -70,238.991 (meters)                     COMP
 AG9589  Y           -  -4,455,324.777 (meters)                     COMP
 AG9589  Z           -   4,548,808.620 (meters)                     COMP
 AG9589  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 AG9589  ELLIP HEIGHT-         417.26  (meters)          (12/26/02) GPS OBS
 AG9589  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 AG9589
 AG9589  HORZ ORDER  -  FIRST
 AG9589  ELLP ORDER  -  THIRD     CLASS II
 AG9589
 AG9589.The horizontal coordinates were established by GPS observations
 AG9589.and adjusted by the National Geodetic Survey in December 2002..
 AG9589
 AG9589.The orthometric height was determined by GPS observations and a
 AG9589.high-resolution geoid model.
 AG9589
 AG9589.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9589
 AG9589.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9589
 AG9589.The ellipsoidal height was determined by GPS observations
 AG9589.and is referenced to NAD 83.
 AG9589
 AG9589.The geoid height was determined by GEOID03.
 AG9589
 AG9589;                    North         East     Units Scale Factor Converg.
 AG9589;SPC WI N     -    68,971.902   529,766.470   MT  0.99996769   -0 39 05.6
 AG9589;SPC WI N     -   226,285.32  1,738,075.49   sFT  0.99996769   -0 39 05.6
 AG9589;UTM  15      - 5,072,146.805   662,990.532   MT  0.99992661   +1 30 11.3
 AG9589
 AG9589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9589!SPC WI N     -   0.99993459  x   0.99996769  =   0.99990228
 AG9589!UTM  15      -   0.99993459  x   0.99992661  =   0.99986120
 AG9589
 AG9589                          SUPERSEDED SURVEY CONTROL
 AG9589
 AG9589  NAD 83(1991)-  45 47 01.10165(N)    090 54 11.53108(W) AD(       ) 1
 AG9589  ELLIP H (04/30/98)  417.28   (m)                       GP(       ) 3 2
 AG9589
 AG9589.Superseded values are not recommended for survey control.
 AG9589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9589.See file dsdata.txt to determine how the superseded data were derived.
 AG9589
 AG9589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL6299172147(NAD 83)
 AG9589_MARKER: DD = SURVEY DISK
 AG9589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9589_STAMPING: 134
 AG9589_MARK LOGO: WI-113
 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 - 1995
 AG9589
 AG9589  HISTORY     - Date     Condition        Report By
 AG9589  HISTORY     - 1995     MONUMENTED       WI-113
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AG9586 ***********************************************************************
 AG9586  DESIGNATION -  135 FLAMBEAU GPS
 AG9586  PID         -  AG9586
 AG9586  STATE/COUNTY-  WI/SAWYER
 AG9586  USGS QUAD   -  KENNAN NW (1981)
 AG9586
 AG9586                         *CURRENT SURVEY CONTROL
 AG9586  ___________________________________________________________________
 AG9586* NAD 83(1997)-  45 42 09.44573(N)    090 44 52.24098(W)     ADJUSTED  
 AG9586* NAVD 88     -       434.2    (meters)    1425.     (feet)  GPS OBS   
 AG9586  ___________________________________________________________________
 AG9586  X           -     -58,242.103 (meters)                     COMP
 AG9586  Y           -  -4,461,938.578 (meters)                     COMP
 AG9586  Z           -   4,542,514.485 (meters)                     COMP
 AG9586  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 AG9586  ELLIP HEIGHT-         403.80  (meters)          (12/26/02) GPS OBS
 AG9586  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 AG9586
 AG9586  HORZ ORDER  -  FIRST
 AG9586  ELLP ORDER  -  THIRD     CLASS II
 AG9586
 AG9586.The horizontal coordinates were established by GPS observations
 AG9586.and adjusted by the National Geodetic Survey in December 2002..
 AG9586
 AG9586.The orthometric height was determined by GPS observations and a
 AG9586.high-resolution geoid model.
 AG9586
 AG9586.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9586
 AG9586.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9586
 AG9586.The ellipsoidal height was determined by GPS observations
 AG9586.and is referenced to NAD 83.
 AG9586
 AG9586.The geoid height was determined by GEOID03.
 AG9586
 AG9586;                    North         East     Units Scale Factor Converg.
 AG9586;SPC WI N     -    59,842.394   541,762.060   MT  0.99997810   -0 32 22.1
 AG9586;SPC WI N     -   196,332.92  1,777,431.03   sFT  0.99997810   -0 32 22.1
 AG9586;UTM  15      - 5,063,474.630   675,320.416   MT  0.99997790   +1 36 44.4
 AG9586
 AG9586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9586!SPC WI N     -   0.99993670  x   0.99997810  =   0.99991480
 AG9586!UTM  15      -   0.99993670  x   0.99997790  =   0.99991460
 AG9586
 AG9586                          SUPERSEDED SURVEY CONTROL
 AG9586
 AG9586  NAD 83(1991)-  45 42 09.44529(N)    090 44 52.23991(W) AD(       ) 1
 AG9586  ELLIP H (04/30/98)  403.81   (m)                       GP(       ) 3 2
 AG9586
 AG9586.Superseded values are not recommended for survey control.
 AG9586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9586.See file dsdata.txt to determine how the superseded data were derived.
 AG9586
 AG9586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL7532063475(NAD 83)
 AG9586_MARKER: DD = SURVEY DISK
 AG9586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9586_STAMPING: 135
 AG9586_MARK LOGO: WI-113
 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 - 1995
 AG9586
 AG9586  HISTORY     - Date     Condition        Report By
 AG9586  HISTORY     - 1995     MONUMENTED       WI-113
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AG9546 ***********************************************************************
 AG9546  DESIGNATION -  136 LAMPSON A
 AG9546  PID         -  AG9546
 AG9546  STATE/COUNTY-  WI/WASHBURN
 AG9546  USGS QUAD   -  TREGO (1982)
 AG9546
 AG9546                         *CURRENT SURVEY CONTROL
 AG9546  ___________________________________________________________________
 AG9546* NAD 83(1997)-  45 59 00.53031(N)    091 49 05.88749(W)     ADJUSTED  
 AG9546* NAVD 88     -       346.5    (meters)    1137.     (feet)  GPS OBS   
 AG9546  ___________________________________________________________________
 AG9546  X           -    -140,876.965 (meters)                     COMP
 AG9546  Y           -  -4,437,626.562 (meters)                     COMP
 AG9546  Z           -   4,564,200.996 (meters)                     COMP
 AG9546  LAPLACE CORR-          -9.25  (seconds)                    DEFLEC99
 AG9546  ELLIP HEIGHT-         318.63  (meters)          (12/26/02) GPS OBS
 AG9546  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 AG9546
 AG9546  HORZ ORDER  -  FIRST
 AG9546  ELLP ORDER  -  THIRD     CLASS II
 AG9546
 AG9546.The horizontal coordinates were established by GPS observations
 AG9546.and adjusted by the National Geodetic Survey in December 2002..
 AG9546
 AG9546.The orthometric height was determined by GPS observations and a
 AG9546.high-resolution geoid model.
 AG9546
 AG9546.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9546
 AG9546.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9546
 AG9546.The ellipsoidal height was determined by GPS observations
 AG9546.and is referenced to NAD 83.
 AG9546
 AG9546.The geoid height was determined by GEOID03.
 AG9546
 AG9546;                    North         East     Units Scale Factor Converg.
 AG9546;SPC WI N     -    92,396.374   459,125.692   MT  0.99995050   -1 18 42.0
 AG9546;SPC WI N     -   303,137.10  1,506,314.87   sFT  0.99995050   -1 18 42.0
 AG9546;UTM  15      - 5,092,890.900   591,528.618   MT  0.99970299   +0 50 59.5
 AG9546
 AG9546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9546!SPC WI N     -   0.99995005  x   0.99995050  =   0.99990055
 AG9546!UTM  15      -   0.99995005  x   0.99970299  =   0.99965306
 AG9546
 AG9546                          SUPERSEDED SURVEY CONTROL
 AG9546
 AG9546  NAD 83(1991)-  45 59 00.52999(N)    091 49 05.88601(W) AD(       ) 1
 AG9546  ELLIP H (04/30/98)  318.64   (m)                       GP(       ) 3 2
 AG9546
 AG9546.Superseded values are not recommended for survey control.
 AG9546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9546.See file dsdata.txt to determine how the superseded data were derived.
 AG9546
 AG9546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL9152992891(NAD 83)
 AG9546_MARKER: DB = BENCH MARK DISK
 AG9546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9546_STAMPING: STATION NO. 136
 AG9546_MARK LOGO: CGS   
 AG9546_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9546+STABILITY: SURFACE MOTION
 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       CGS
 AG9546
 AG9546                          STATION DESCRIPTION
 AG9546
 AG9546'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 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 = OCTOBER  7, 2006
 AG9585 ***********************************************************************
 AG9585  DESIGNATION -  137 DEER CREEK GPS
 AG9585  PID         -  AG9585
 AG9585  STATE/COUNTY-  WI/SAWYER
 AG9585  USGS QUAD   -  INGRAM NE (1981)
 AG9585
 AG9585                         *CURRENT SURVEY CONTROL
 AG9585  ___________________________________________________________________
 AG9585* NAD 83(1997)-  45 43 50.37489(N)    090 48 03.03977(W)     ADJUSTED  
 AG9585* NAVD 88     -       421.0    (meters)    1381.     (feet)  GPS OBS   
 AG9585  ___________________________________________________________________
 AG9585  X           -     -62,338.145 (meters)                     COMP
 AG9585  Y           -  -4,459,642.968 (meters)                     COMP
 AG9585  Z           -   4,544,680.927 (meters)                     COMP
 AG9585  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 AG9585  ELLIP HEIGHT-         390.73  (meters)          (12/26/02) GPS OBS
 AG9585  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 AG9585
 AG9585  HORZ ORDER  -  FIRST
 AG9585  ELLP ORDER  -  THIRD     CLASS II
 AG9585
 AG9585.The horizontal coordinates were established by GPS observations
 AG9585.and adjusted by the National Geodetic Survey in December 2002..
 AG9585
 AG9585.The orthometric height was determined by GPS observations and a
 AG9585.high-resolution geoid model.
 AG9585
 AG9585.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9585
 AG9585.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9585
 AG9585.The ellipsoidal height was determined by GPS observations
 AG9585.and is referenced to NAD 83.
 AG9585
 AG9585.The geoid height was determined by GEOID03.
 AG9585
 AG9585;                    North         East     Units Scale Factor Converg.
 AG9585;SPC WI N     -    62,998.469   537,666.297   MT  0.99997427   -0 34 39.7
 AG9585;SPC WI N     -   206,687.48  1,763,993.51   sFT  0.99997427   -0 34 39.7
 AG9585;UTM  15      - 5,066,474.635   671,109.043   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  =   0.99991302
 AG9585!UTM  15      -   0.99993875  x   0.99995996  =   0.99989871
 AG9585
 AG9585                          SUPERSEDED SURVEY CONTROL
 AG9585
 AG9585  NAD 83(1991)-  45 43 50.37449(N)    090 48 03.03869(W) AD(       ) 1
 AG9585  ELLIP H (04/30/98)  390.74   (m)                       GP(       ) 3 2
 AG9585
 AG9585.Superseded values are not recommended for survey control.
 AG9585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9585.See file dsdata.txt to determine how the superseded data were derived.
 AG9585
 AG9585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL7110966475(NAD 83)
 AG9585_MARKER: DD = SURVEY DISK
 AG9585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9585_STAMPING: 137
 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 - 1995
 AG9585
 AG9585  HISTORY     - Date     Condition        Report By
 AG9585  HISTORY     - 1995     MONUMENTED       WI-113
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AF9998 ***********************************************************************
 AF9998  DESIGNATION -  138 HAYSTACK GPS
 AF9998  PID         -  AF9998
 AF9998  STATE/COUNTY-  WI/SAWYER
 AF9998  USGS QUAD   -  INGRAM NE (1981)
 AF9998
 AF9998                         *CURRENT SURVEY CONTROL
 AF9998  ___________________________________________________________________
 AF9998* NAD 83(1997)-  45 38 43.62259(N)    090 51 53.85903(W)     ADJUSTED  
 AF9998* NAVD 88     -       425.4    (meters)    1396.     (feet)  GPS OBS   
 AF9998  ___________________________________________________________________
 AF9998  X           -     -67,430.990 (meters)                     COMP
 AF9998  Y           -  -4,466,349.747 (meters)                     COMP
 AF9998  Z           -   4,538,067.835 (meters)                     COMP
 AF9998  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 AF9998  ELLIP HEIGHT-         395.09  (meters)          (12/26/02) GPS OBS
 AF9998  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 AF9998
 AF9998  HORZ ORDER  -  FIRST
 AF9998  ELLP ORDER  -  THIRD     CLASS II
 AF9998
 AF9998.The horizontal coordinates were established by GPS observations
 AF9998.and adjusted by the National Geodetic Survey in December 2002..
 AF9998
 AF9998.The orthometric height was determined by GPS observations and a
 AF9998.high-resolution geoid model.
 AF9998
 AF9998.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9998
 AF9998.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9998
 AF9998.The ellipsoidal height was determined by GPS observations
 AF9998.and is referenced to NAD 83.
 AF9998
 AF9998.The geoid height was determined by GEOID03.
 AF9998
 AF9998;                    North         East     Units Scale Factor Converg.
 AF9998;SPC WI N     -    53,580.980   532,572.852   MT  0.99998663   -0 37 26.2
 AF9998;SPC WI N     -   175,790.27  1,747,282.77   sFT  0.99998663   -0 37 26.2
 AF9998;UTM  15      - 5,056,872.827   666,372.943   MT  0.99994032   +1 31 37.1
 AF9998
 AF9998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9998!SPC WI N     -   0.99993806  x   0.99998663  =   0.99992469
 AF9998!UTM  15      -   0.99993806  x   0.99994032  =   0.99987839
 AF9998
 AF9998                          SUPERSEDED SURVEY CONTROL
 AF9998
 AF9998  NAD 83(1991)-  45 38 43.62211(N)    090 51 53.85798(W) AD(       ) 1
 AF9998  ELLIP H (04/30/98)  395.11   (m)                       GP(       ) 3 2
 AF9998
 AF9998.Superseded values are not recommended for survey control.
 AF9998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9998.See file dsdata.txt to determine how the superseded data were derived.
 AF9998
 AF9998_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL6637356873(NAD 83)
 AF9998_MARKER: DD = SURVEY DISK
 AF9998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9998_STAMPING: 138
 AF9998_MARK LOGO: WI-113
 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 - 1995
 AF9998
 AF9998  HISTORY     - Date     Condition        Report By
 AF9998  HISTORY     - 1995     MONUMENTED       WI-113
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AG9577 ***********************************************************************
 AG9577  DESIGNATION -  139 STONY CREEK GPS
 AG9577  PID         -  AG9577
 AG9577  STATE/COUNTY-  WI/SAWYER
 AG9577  USGS QUAD   -  HOGSBACK CREEK (1972)
 AG9577
 AG9577                         *CURRENT SURVEY CONTROL
 AG9577  ___________________________________________________________________
 AG9577* NAD 83(1997)-  45 38 21.61478(N)    091 01 44.99250(W)     ADJUSTED  
 AG9577* NAVD 88     -       382.7    (meters)    1256.     (feet)  GPS OBS   
 AG9577  ___________________________________________________________________
 AG9577  X           -     -80,238.981 (meters)                     COMP
 AG9577  Y           -  -4,466,594.138 (meters)                     COMP
 AG9577  Z           -   4,537,562.324 (meters)                     COMP
 AG9577  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 AG9577  ELLIP HEIGHT-         352.50  (meters)          (12/26/02) GPS OBS
 AG9577  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 AG9577
 AG9577  HORZ ORDER  -  FIRST
 AG9577  ELLP ORDER  -  THIRD     CLASS II
 AG9577
 AG9577.The horizontal coordinates were established by GPS observations
 AG9577.and adjusted by the National Geodetic Survey in December 2002..
 AG9577
 AG9577.The orthometric height was determined by GPS observations and a
 AG9577.high-resolution geoid model.
 AG9577
 AG9577.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9577
 AG9577.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9577
 AG9577.The ellipsoidal height was determined by GPS observations
 AG9577.and is referenced to NAD 83.
 AG9577
 AG9577.The geoid height was determined by GEOID03.
 AG9577
 AG9577;                    North         East     Units Scale Factor Converg.
 AG9577;SPC WI N     -    53,054.217   519,764.371   MT  0.99998760   -0 44 32.7
 AG9577;SPC WI N     -   174,062.04  1,705,260.27   sFT  0.99998760   -0 44 32.7
 AG9577;UTM  15      - 5,055,865.692   653,594.187   MT  0.99989004   +1 24 33.6
 AG9577
 AG9577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9577!SPC WI N     -   0.99994474  x   0.99998760  =   0.99993234
 AG9577!UTM  15      -   0.99994474  x   0.99989004  =   0.99983479
 AG9577
 AG9577                          SUPERSEDED SURVEY CONTROL
 AG9577
 AG9577  NAD 83(1991)-  45 38 21.61425(N)    091 01 44.99148(W) AD(       ) 1
 AG9577  ELLIP H (04/30/98)  352.53   (m)                       GP(       ) 3 2
 AG9577
 AG9577.Superseded values are not recommended for survey control.
 AG9577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9577.See file dsdata.txt to determine how the superseded data were derived.
 AG9577
 AG9577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL5359455866(NAD 83)
 AG9577_MARKER: DD = SURVEY DISK
 AG9577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9577_STAMPING: 139
 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 - 1996
 AG9577
 AG9577  HISTORY     - Date     Condition        Report By
 AG9577  HISTORY     - 1996     MONUMENTED       WI-113
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5140 ***********************************************************************
 DH5140  DESIGNATION -  14 151W
 DH5140  PID         -  DH5140
 DH5140  STATE/COUNTY-  WI/MONROE
 DH5140  USGS QUAD   -  KENDALL WEST (1983)
 DH5140
 DH5140                         *CURRENT SURVEY CONTROL
 DH5140  ___________________________________________________________________
 DH5140* NAD 83(1997)-  43 46 27.77665(N)    090 28 08.19107(W)     ADJUSTED  
 DH5140* NAVD 88     -                                                        
 DH5140  ___________________________________________________________________
 DH5140  X           -     -37,756.101 (meters)                     COMP
 DH5140  Y           -  -4,612,973.712 (meters)                     COMP
 DH5140  Z           -   4,390,286.689 (meters)                     COMP
 DH5140  LAPLACE CORR-          -6.17  (seconds)                    DEFLEC99
 DH5140  ELLIP HEIGHT-         378.71  (meters)          (08/01/05) GPS OBS
 DH5140  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 DH5140
 DH5140  HORZ ORDER  -  FIRST
 DH5140  ELLP ORDER  -  SECOND    CLASS I
 DH5140
 DH5140.The horizontal coordinates were established by GPS observations
 DH5140.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5140
 DH5140
 DH5140.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5140
 DH5140.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5140
 DH5140.The ellipsoidal height was determined by GPS observations
 DH5140.and is referenced to NAD 83.
 DH5140
 DH5140.The geoid height was determined by GEOID03.
 DH5140
 DH5140;                    North         East     Units Scale Factor Converg.
 DH5140;SPC WI S     -   197,225.632   562,247.661   MT  0.99995372   -0 19 20.0
 DH5140;SPC WI S     -   647,064.43  1,844,640.87   sFT  0.99995372   -0 19 20.0
 DH5140;UTM  15      - 4,849,928.138   703,695.652   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  =   0.99989434
 DH5140!UTM  15      -   0.99994062  x   1.00011037  =   1.00005098
 DH5140
 DH5140                          SUPERSEDED SURVEY CONTROL
 DH5140
 DH5140.No superseded survey control is available for this station.
 DH5140
 DH5140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0369649928(NAD 83)
 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 - November 03, 2003
 DH5140
 DH5140  HISTORY     - Date     Condition        Report By
 DH5140  HISTORY     - 1997     MONUMENTED       WI-081
 DH5140  HISTORY     - 20031103 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AF9985 ***********************************************************************
 AF9985  DESIGNATION -  140 METEOR GPS
 AF9985  PID         -  AF9985
 AF9985  STATE/COUNTY-  WI/SAWYER
 AF9985  USGS QUAD   -  WEIRGOR (1972)
 AF9985
 AF9985                         *CURRENT SURVEY CONTROL
 AF9985  ___________________________________________________________________
 AF9985* NAD 83(1997)-  45 40 04.54364(N)    091 18 22.58233(W)     ADJUSTED  
 AF9985* NAVD 88     -       435.8    (meters)    1430.     (feet)  GPS OBS   
 AF9985  ___________________________________________________________________
 AF9985  X           -    -101,789.465 (meters)                     COMP
 AF9985  Y           -  -4,463,918.963 (meters)                     COMP
 AF9985  Z           -   4,539,821.760 (meters)                     COMP
 AF9985  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 AF9985  ELLIP HEIGHT-         405.72  (meters)          (12/26/02) GPS OBS
 AF9985  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 AF9985
 AF9985  HORZ ORDER  -  FIRST
 AF9985  ELLP ORDER  -  THIRD     CLASS II
 AF9985
 AF9985.The horizontal coordinates were established by GPS observations
 AF9985.and adjusted by the National Geodetic Survey in December 2002..
 AF9985
 AF9985.The orthometric height was determined by GPS observations and a
 AF9985.high-resolution geoid model.
 AF9985
 AF9985.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9985
 AF9985.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9985
 AF9985.The ellipsoidal height was determined by GPS observations
 AF9985.and is referenced to NAD 83.
 AF9985
 AF9985.The geoid height was determined by GEOID03.
 AF9985
 AF9985;                    North         East     Units Scale Factor Converg.
 AF9985;SPC WI N     -    56,549.130   498,214.483   MT  0.99998316   -0 56 32.3
 AF9985;SPC WI N     -   185,528.27  1,634,558.68   sFT  0.99998316   -0 56 32.3
 AF9985;UTM  15      - 5,058,548.231   631,931.130   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                          SUPERSEDED SURVEY CONTROL
 AF9985
 AF9985  NAD 83(1991)-  45 40 04.54324(N)    091 18 22.58107(W) AD(       ) 1
 AF9985  ELLIP H (04/30/98)  405.74   (m)                       GP(       ) 3 2
 AF9985
 AF9985.Superseded values are not recommended for survey control.
 AF9985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9985.See file dsdata.txt to determine how the superseded data were derived.
 AF9985
 AF9985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL3193158548(NAD 83)
 AF9985_MARKER: DD = SURVEY DISK
 AF9985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9985_STAMPING: 140
 AF9985_MARK LOGO: WI-113
 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 - 1995
 AF9985
 AF9985  HISTORY     - Date     Condition        Report By
 AF9985  HISTORY     - 1995     MONUMENTED       WI-113
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0654 ***********************************************************************
 PN0654  DESIGNATION -  1407 USLS
 PN0654  PID         -  PN0654
 PN0654  STATE/COUNTY-  WI/OUTAGAMIE
 PN0654  USGS QUAD   -  KAUKAUNA (1992)
 PN0654
 PN0654                         *CURRENT SURVEY CONTROL
 PN0654  ___________________________________________________________________
 PN0654* NAD 83(1986)-  44 17 00.     (N)    088 17 54.     (W)     SCALED    
 PN0654* NAVD 88     -       222.691  (meters)     730.61   (feet)  ADJUSTED  
 PN0654  ___________________________________________________________________
 PN0654  GEOID HEIGHT-         -36.21  (meters)                     GEOID03
 PN0654  DYNAMIC HT  -         222.655 (meters)     730.49  (feet)  COMP
 PN0654  MODELED GRAV-     980,454.3   (mgal)                       NAVD 88
 PN0654
 PN0654  VERT ORDER  -  FIRST     CLASS 0
 PN0654
 PN0654.The horizontal coordinates were scaled from a topographic map and have
 PN0654.an estimated accuracy of +/- 6 seconds.
 PN0654
 PN0654.The orthometric height was determined by differential leveling
 PN0654.and adjusted by the National Geodetic Survey in June 1991..
 PN0654
 PN0654.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 PN0654
 PN0654.No superseded survey control is available for this station.
 PN0654
 PN0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ964041(NAD 83)
 PN0654_MARKER: I = METAL ROD
 PN0654_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PN0654_SP_SET: COPPER-CLAD STEEL ROD
 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 = OCTOBER  7, 2006
 AG9576 ***********************************************************************
 AG9576  DESIGNATION -  141 STONEY HILL GPS
 AG9576  PID         -  AG9576
 AG9576  STATE/COUNTY-  WI/SAWYER
 AG9576  USGS QUAD   -  EDGEWATER (1972)
 AG9576
 AG9576                         *CURRENT SURVEY CONTROL
 AG9576  ___________________________________________________________________
 AG9576* NAD 83(1997)-  45 39 07.97639(N)    091 25 40.09638(W)     ADJUSTED  
 AG9576* NAVD 88     -       478.8    (meters)    1571.     (feet)  GPS OBS   
 AG9576  ___________________________________________________________________
 AG9576  X           -    -111,289.648 (meters)                     COMP
 AG9576  Y           -  -4,464,971.872 (meters)                     COMP
 AG9576  Z           -   4,538,631.892 (meters)                     COMP
 AG9576  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 AG9576  ELLIP HEIGHT-         448.81  (meters)          (12/26/02) GPS OBS
 AG9576  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 AG9576
 AG9576  HORZ ORDER  -  FIRST
 AG9576  ELLP ORDER  -  THIRD     CLASS II
 AG9576
 AG9576.The horizontal coordinates were established by GPS observations
 AG9576.and adjusted by the National Geodetic Survey in December 2002..
 AG9576
 AG9576.The orthometric height was determined by GPS observations and a
 AG9576.high-resolution geoid model.
 AG9576
 AG9576.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9576
 AG9576.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9576
 AG9576.The ellipsoidal height was determined by GPS observations
 AG9576.and is referenced to NAD 83.
 AG9576
 AG9576.The geoid height was determined by GEOID03.
 AG9576
 AG9576;                    North         East     Units Scale Factor Converg.
 AG9576;SPC WI N     -    54,965.997   488,714.251   MT  0.99998557   -1 01 47.9
 AG9576;SPC WI N     -   180,334.28  1,603,390.01   sFT  0.99998557   -1 01 47.9
 AG9576;UTM  15      - 5,056,609.472   622,498.868   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  =   0.99971415
 AG9576
 AG9576                          SUPERSEDED SURVEY CONTROL
 AG9576
 AG9576  NAD 83(1991)-  45 39 07.97601(N)    091 25 40.09506(W) AD(       ) 1
 AG9576  ELLIP H (04/30/98)  448.82   (m)                       GP(       ) 3 2
 AG9576
 AG9576.Superseded values are not recommended for survey control.
 AG9576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9576.See file dsdata.txt to determine how the superseded data were derived.
 AG9576
 AG9576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL2249956609(NAD 83)
 AG9576_MARKER: DD = SURVEY DISK
 AG9576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9576_STAMPING: 141
 AG9576_MARK LOGO: WI-113
 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 - 1995
 AG9576
 AG9576  HISTORY     - Date     Condition        Report By
 AG9576  HISTORY     - 1995     MONUMENTED       WI-113
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AF9988 ***********************************************************************
 AF9988  DESIGNATION -  142 NEFF GPS
 AF9988  PID         -  AF9988
 AF9988  STATE/COUNTY-  WI/SAWYER
 AF9988  USGS QUAD   -  STANBERRY EAST (1971)
 AF9988
 AF9988                         *CURRENT SURVEY CONTROL
 AF9988  ___________________________________________________________________
 AF9988* NAD 83(1997)-  46 03 49.91593(N)    091 32 25.03927(W)     ADJUSTED  
 AF9988* NAVD 88     -       383.7    (meters)    1259.     (feet)  GPS OBS   
 AF9988  ___________________________________________________________________
 AF9988  X           -    -119,170.768 (meters)                     COMP
 AF9988  Y           -  -4,431,855.647 (meters)                     COMP
 AF9988  Z           -   4,570,431.913 (meters)                     COMP
 AF9988  LAPLACE CORR-         -10.87  (seconds)                    DEFLEC99
 AF9988  ELLIP HEIGHT-         355.49  (meters)          (12/26/02) GPS OBS
 AF9988  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AF9988
 AF9988  HORZ ORDER  -  FIRST
 AF9988  ELLP ORDER  -  THIRD     CLASS II
 AF9988
 AF9988.The horizontal coordinates were established by GPS observations
 AF9988.and adjusted by the National Geodetic Survey in December 2002..
 AF9988
 AF9988.The orthometric height was determined by GPS observations and a
 AF9988.high-resolution geoid model.
 AF9988
 AF9988.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9988
 AF9988.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9988
 AF9988.The ellipsoidal height was determined by GPS observations
 AF9988.and is referenced to NAD 83.
 AF9988
 AF9988.The geoid height was determined by GEOID03.
 AF9988
 AF9988;                    North         East     Units Scale Factor Converg.
 AF9988;SPC WI N     -   100,873.752   480,835.295   MT  0.99994698   -1 06 40.0
 AF9988;SPC WI N     -   330,949.97  1,577,540.46   sFT  0.99994698   -1 06 40.0
 AF9988;UTM  15      - 5,102,179.167   612,898.276   MT  0.99975669   +1 03 04.6
 AF9988
 AF9988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9988!SPC WI N     -   0.99994427  x   0.99994698  =   0.99989126
 AF9988!UTM  15      -   0.99994427  x   0.99975669  =   0.99970098
 AF9988
 AF9988                          SUPERSEDED SURVEY CONTROL
 AF9988
 AF9988  NAD 83(1991)-  46 03 49.91562(N)    091 32 25.03826(W) AD(       ) 1
 AF9988  ELLIP H (04/30/98)  355.48   (m)                       GP(       ) 3 2
 AF9988
 AF9988.Superseded values are not recommended for survey control.
 AF9988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9988.See file dsdata.txt to determine how the superseded data were derived.
 AF9988
 AF9988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM1289802179(NAD 83)
 AF9988_MARKER: DD = SURVEY DISK
 AF9988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9988_STAMPING: 142
 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 = OCTOBER  7, 2006
 AF9984 ***********************************************************************
 AF9984  DESIGNATION -  143 YARNELL GPS
 AF9984  PID         -  AF9984
 AF9984  STATE/COUNTY-  WI/SAWYER
 AF9984  USGS QUAD   -  EDGEWATER (1972)
 AF9984
 AF9984                         *CURRENT SURVEY CONTROL
 AF9984  ___________________________________________________________________
 AF9984* NAD 83(1997)-  45 43 18.05445(N)    091 25 10.92614(W)     ADJUSTED  
 AF9984* NAVD 88     -       455.9    (meters)    1496.     (feet)  GPS OBS   
 AF9984  ___________________________________________________________________
 AF9984  X           -    -110,520.926 (meters)                     COMP
 AF9984  Y           -  -4,459,448.449 (meters)                     COMP
 AF9984  Z           -   4,544,009.550 (meters)                     COMP
 AF9984  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 AF9984  ELLIP HEIGHT-         426.01  (meters)          (12/26/02) GPS OBS
 AF9984  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 AF9984
 AF9984  HORZ ORDER  -  FIRST
 AF9984  ELLP ORDER  -  THIRD     CLASS II
 AF9984
 AF9984.The horizontal coordinates were established by GPS observations
 AF9984.and adjusted by the National Geodetic Survey in December 2002..
 AF9984
 AF9984.The orthometric height was determined by GPS observations and a
 AF9984.high-resolution geoid model.
 AF9984
 AF9984.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9984
 AF9984.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9984
 AF9984.The ellipsoidal height was determined by GPS observations
 AF9984.and is referenced to NAD 83.
 AF9984
 AF9984.The geoid height was determined by GEOID03.
 AF9984
 AF9984;                    North         East     Units Scale Factor Converg.
 AF9984;SPC WI N     -    62,674.119   489,483.729   MT  0.99997547   -1 01 26.9
 AF9984;SPC WI N     -   205,623.34  1,605,914.53   sFT  0.99997547   -1 01 26.9
 AF9984;UTM  15      - 5,064,339.568   622,977.853   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  =   0.99971916
 AF9984
 AF9984                          SUPERSEDED SURVEY CONTROL
 AF9984
 AF9984  NAD 83(1991)-  45 43 18.05406(N)    091 25 10.92485(W) AD(       ) 1
 AF9984  ELLIP H (04/30/98)  426.02   (m)                       GP(       ) 3 2
 AF9984
 AF9984.Superseded values are not recommended for survey control.
 AF9984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9984.See file dsdata.txt to determine how the superseded data were derived.
 AF9984
 AF9984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL2297864340(NAD 83)
 AF9984_MARKER: DD = SURVEY DISK
 AF9984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9984_STAMPING: 143
 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 - 1995
 AF9984
 AF9984  HISTORY     - Date     Condition        Report By
 AF9984  HISTORY     - 1995     MONUMENTED       WI-113
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AG9596 ***********************************************************************
 AG9596  DESIGNATION -  144 SEELEY TOWER GPS
 AG9596  PID         -  AG9596
 AG9596  STATE/COUNTY-  WI/SAWYER
 AG9596  USGS QUAD   -  CABLE (1976)
 AG9596
 AG9596                         *CURRENT SURVEY CONTROL
 AG9596  ___________________________________________________________________
 AG9596* NAD 83(1997)-  46 08 52.01050(N)    091 17 02.11187(W)     ADJUSTED  
 AG9596* NAVD 88     -       534.1    (meters)    1752.     (feet)  GPS OBS   
 AG9596  ___________________________________________________________________
 AG9596  X           -     -99,191.106 (meters)                     COMP
 AG9596  Y           -  -4,425,727.935 (meters)                     COMP
 AG9596  Z           -   4,577,007.209 (meters)                     COMP
 AG9596  LAPLACE CORR-         -11.39  (seconds)                    DEFLEC99
 AG9596  ELLIP HEIGHT-         505.18  (meters)          (12/26/02) GPS OBS
 AG9596  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 AG9596
 AG9596  HORZ ORDER  -  FIRST
 AG9596  ELLP ORDER  -  THIRD     CLASS II
 AG9596
 AG9596.The horizontal coordinates were established by GPS observations
 AG9596.and adjusted by the National Geodetic Survey in December 2002..
 AG9596
 AG9596.The orthometric height was determined by GPS observations and a
 AG9596.high-resolution geoid model.
 AG9596
 AG9596.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9596
 AG9596.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9596
 AG9596.The ellipsoidal height was determined by GPS observations
 AG9596.and is referenced to NAD 83.
 AG9596
 AG9596.The geoid height was determined by GEOID03.
 AG9596
 AG9596;                    North         East     Units Scale Factor Converg.
 AG9596;SPC WI N     -   109,846.855   500,818.169   MT  0.99994541   -0 55 34.3
 AG9596;SPC WI N     -   360,389.22  1,643,100.94   sFT  0.99994541   -0 55 34.3
 AG9596;UTM  15      - 5,111,898.550   632,525.078   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  =   0.99986623
 AG9596!UTM  15      -   0.99992081  x   0.99981590  =   0.99973673
 AG9596
 AG9596                          SUPERSEDED SURVEY CONTROL
 AG9596
 AG9596  NAD 83(1991)-  46 08 52.01028(N)    091 17 02.11103(W) AD(       ) 1
 AG9596  ELLIP H (04/30/98)  505.17   (m)                       GP(       ) 3 2
 AG9596
 AG9596.Superseded values are not recommended for survey control.
 AG9596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9596.See file dsdata.txt to determine how the superseded data were derived.
 AG9596
 AG9596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM3252511899(NAD 83)
 AG9596_MARKER: DD = SURVEY DISK
 AG9596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9596_STAMPING: 144
 AG9596_MARK LOGO: WI-113
 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 - 1997
 AG9596
 AG9596  HISTORY     - Date     Condition        Report By
 AG9596  HISTORY     - 1997     MONUMENTED       WI-113
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AG9583 ***********************************************************************
 AG9583  DESIGNATION -  145 GHOST LAKE GPS
 AG9583  PID         -  AG9583
 AG9583  STATE/COUNTY-  WI/SAWYER
 AG9583  USGS QUAD   -  MOOSE LAKE (1971)
 AG9583
 AG9583                         *CURRENT SURVEY CONTROL
 AG9583  ___________________________________________________________________
 AG9583* NAD 83(1997)-  46 06 13.89361(N)    091 03 19.43668(W)     ADJUSTED  
 AG9583* NAVD 88     -       432.4    (meters)    1419.     (feet)  GPS OBS   
 AG9583  ___________________________________________________________________
 AG9583  X           -     -81,602.124 (meters)                     COMP
 AG9583  Y           -  -4,429,536.270 (meters)                     COMP
 AG9583  Z           -   4,573,549.482 (meters)                     COMP
 AG9583  LAPLACE CORR-          -7.03  (seconds)                    DEFLEC99
 AG9583  ELLIP HEIGHT-         402.71  (meters)          (12/26/02) GPS OBS
 AG9583  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 AG9583
 AG9583  HORZ ORDER  -  FIRST
 AG9583  ELLP ORDER  -  THIRD     CLASS II
 AG9583
 AG9583.The horizontal coordinates were established by GPS observations
 AG9583.and adjusted by the National Geodetic Survey in December 2002..
 AG9583
 AG9583.The orthometric height was determined by GPS observations and a
 AG9583.high-resolution geoid model.
 AG9583
 AG9583.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9583
 AG9583.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9583
 AG9583.The ellipsoidal height was determined by GPS observations
 AG9583.and is referenced to NAD 83.
 AG9583
 AG9583.The geoid height was determined by GEOID03.
 AG9583
 AG9583;                    North         East     Units Scale Factor Converg.
 AG9583;SPC WI N     -   104,705.560   518,405.215   MT  0.99994597   -0 45 40.8
 AG9583;SPC WI N     -   343,521.49  1,700,801.11   sFT  0.99994597   -0 45 40.8
 AG9583;UTM  15      - 5,107,425.264   650,291.901   MT  0.99987768   +1 24 05.5
 AG9583
 AG9583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9583!SPC WI N     -   0.99993687  x   0.99994597  =   0.99988285
 AG9583!UTM  15      -   0.99993687  x   0.99987768  =   0.99981456
 AG9583
 AG9583                          SUPERSEDED SURVEY CONTROL
 AG9583
 AG9583  NAD 83(1991)-  46 06 13.89334(N)    091 03 19.43572(W) AD(       ) 1
 AG9583
 AG9583.Superseded values are not recommended for survey control.
 AG9583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9583.See file dsdata.txt to determine how the superseded data were derived.
 AG9583
 AG9583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM5029207425(NAD 83)
 AG9583_MARKER: DD = SURVEY DISK
 AG9583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9583_STAMPING: 145
 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 = OCTOBER  7, 2006
 AF9941 ***********************************************************************
 AF9941  DESIGNATION -  146 BIRCHWOOD GPS
 AF9941  PID         -  AF9941
 AF9941  STATE/COUNTY-  WI/SAWYER
 AF9941  USGS QUAD   -  BIRCHWOOD (1982)
 AF9941
 AF9941                         *CURRENT SURVEY CONTROL
 AF9941  ___________________________________________________________________
 AF9941* NAD 83(1997)-  45 40 15.12850(N)    091 31 39.99141(W)     ADJUSTED  
 AF9941* NAVD 88     -       383.6    (meters)    1259.     (feet)  GPS OBS   
 AF9941  ___________________________________________________________________
 AF9941  X           -    -119,038.738 (meters)                     COMP
 AF9941  Y           -  -4,463,222.007 (meters)                     COMP
 AF9941  Z           -   4,540,012.867 (meters)                     COMP
 AF9941  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 AF9941  ELLIP HEIGHT-         353.62  (meters)          (06/17/02) GPS OBS
 AF9941  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 AF9941
 AF9941  HORZ ORDER  -  FIRST
 AF9941  ELLP ORDER  -  THIRD     CLASS II
 AF9941
 AF9941.The horizontal coordinates were established by GPS observations
 AF9941.and adjusted by the National Geodetic Survey in June 2002..
 AF9941
 AF9941.The orthometric height was determined by GPS observations and a
 AF9941.high-resolution geoid model.
 AF9941
 AF9941.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9941
 AF9941.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9941
 AF9941.The ellipsoidal height was determined by GPS observations
 AF9941.and is referenced to NAD 83.
 AF9941
 AF9941.The geoid height was determined by GEOID03.
 AF9941
 AF9941;                    North         East     Units Scale Factor Converg.
 AF9941;SPC WI N     -    57,183.778   480,963.142   MT  0.99998272   -1 06 07.5
 AF9941;SPC WI N     -   187,610.44  1,577,959.91   sFT  0.99998272   -1 06 07.5
 AF9941;UTM  15      - 5,058,533.829   614,671.503   MT  0.99976166   +1 03 11.7
 AF9941
 AF9941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9941!SPC WI N     -   0.99994456  x   0.99998272  =   0.99992729
 AF9941!UTM  15      -   0.99994456  x   0.99976166  =   0.99970624
 AF9941
 AF9941                          SUPERSEDED SURVEY CONTROL
 AF9941
 AF9941  NAD 83(1991)-  45 40 15.12841(N)    091 31 39.98957(W) AD(       ) 1
 AF9941  ELLIP H (04/30/98)  353.64   (m)                       GP(       ) 3 2
 AF9941
 AF9941.Superseded values are not recommended for survey control.
 AF9941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9941.See file dsdata.txt to determine how the superseded data were derived.
 AF9941
 AF9941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1467258534(NAD 83)
 AF9941_MARKER: DD = SURVEY DISK
 AF9941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9941_STAMPING: 146
 AF9941_MARK LOGO: WI-113
 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 - December 18, 1998
 AF9941
 AF9941  HISTORY     - Date     Condition        Report By
 AF9941  HISTORY     - 1995     MONUMENTED       WI-113
 AF9941  HISTORY     - 19981218 GOOD             WI-005
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AG9571 ***********************************************************************
 AG9571  DESIGNATION -  147 PATSY LAKE GPS
 AG9571  PID         -  AG9571
 AG9571  STATE/COUNTY-  WI/SAWYER
 AG9571  USGS QUAD   -  NAMEKAGON LAKE (1975)
 AG9571
 AG9571                         *CURRENT SURVEY CONTROL
 AG9571  ___________________________________________________________________
 AG9571* NAD 83(1997)-  46 08 26.70563(N)    091 07 05.72531(W)     ADJUSTED  
 AG9571* NAVD 88     -       433.6    (meters)    1423.     (feet)  GPS OBS   
 AG9571  ___________________________________________________________________
 AG9571  X           -     -86,403.950 (meters)                     COMP
 AG9571  Y           -  -4,426,489.543 (meters)                     COMP
 AG9571  Z           -   4,576,392.952 (meters)                     COMP
 AG9571  LAPLACE CORR-          -8.30  (seconds)                    DEFLEC99
 AG9571  ELLIP HEIGHT-         404.10  (meters)          (12/26/02) GPS OBS
 AG9571  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 AG9571
 AG9571  HORZ ORDER  -  FIRST
 AG9571  ELLP ORDER  -  THIRD     CLASS II
 AG9571
 AG9571.The horizontal coordinates were established by GPS observations
 AG9571.and adjusted by the National Geodetic Survey in December 2002..
 AG9571
 AG9571.The orthometric height was determined by GPS observations and a
 AG9571.high-resolution geoid model.
 AG9571
 AG9571.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9571
 AG9571.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9571
 AG9571.The ellipsoidal height was determined by GPS observations
 AG9571.and is referenced to NAD 83.
 AG9571
 AG9571.The geoid height was determined by GEOID03.
 AG9571
 AG9571;                    North         East     Units Scale Factor Converg.
 AG9571;SPC WI N     -   108,872.135   513,603.596   MT  0.99994546   -0 48 24.0
 AG9571;SPC WI N     -   357,191.33  1,685,047.80   sFT  0.99994546   -0 48 24.0
 AG9571;UTM  15      - 5,111,407.313   645,336.807   MT  0.99985967   +1 21 25.4
 AG9571
 AG9571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9571!SPC WI N     -   0.99993665  x   0.99994546  =   0.99988212
 AG9571!UTM  15      -   0.99993665  x   0.99985967  =   0.99979633
 AG9571
 AG9571                          SUPERSEDED SURVEY CONTROL
 AG9571
 AG9571  NAD 83(1991)-  46 08 26.70539(N)    091 07 05.72436(W) AD(       ) 1
 AG9571
 AG9571.Superseded values are not recommended for survey control.
 AG9571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9571.See file dsdata.txt to determine how the superseded data were derived.
 AG9571
 AG9571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM4533711407(NAD 83)
 AG9571_MARKER: DD = SURVEY DISK
 AG9571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9571_STAMPING: 147
 AG9571_MARK LOGO: WI-113
 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 - 1996
 AG9571
 AG9571  HISTORY     - Date     Condition        Report By
 AG9571  HISTORY     - 1996     MONUMENTED       WI-113
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AG9587 ***********************************************************************
 AG9587  DESIGNATION -  148 WINDFALL LAKE GPS
 AG9587  PID         -  AG9587
 AG9587  STATE/COUNTY-  WI/SAWYER
 AG9587  USGS QUAD   -  EXELAND (1972)
 AG9587
 AG9587                         *CURRENT SURVEY CONTROL
 AG9587  ___________________________________________________________________
 AG9587* NAD 83(1997)-  45 40 03.86030(N)    091 12 09.80229(W)     ADJUSTED  
 AG9587* NAVD 88     -       361.8    (meters)    1187.     (feet)  GPS OBS   
 AG9587  ___________________________________________________________________
 AG9587  X           -     -93,720.943 (meters)                     COMP
 AG9587  Y           -  -4,464,058.967 (meters)                     COMP
 AG9587  Z           -   4,539,754.027 (meters)                     COMP
 AG9587  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 AG9587  ELLIP HEIGHT-         331.64  (meters)          (12/26/02) GPS OBS
 AG9587  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 AG9587
 AG9587  HORZ ORDER  -  FIRST
 AG9587  ELLP ORDER  -  THIRD     CLASS II
 AG9587
 AG9587.The horizontal coordinates were established by GPS observations
 AG9587.and adjusted by the National Geodetic Survey in December 2002..
 AG9587
 AG9587.The orthometric height was determined by GPS observations and a
 AG9587.high-resolution geoid model.
 AG9587
 AG9587.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9587
 AG9587.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9587
 AG9587.The ellipsoidal height was determined by GPS observations
 AG9587.and is referenced to NAD 83.
 AG9587
 AG9587.The geoid height was determined by GEOID03.
 AG9587
 AG9587;                    North         East     Units Scale Factor Converg.
 AG9587;SPC WI N     -    56,400.594   506,282.196   MT  0.99998319   -0 52 03.4
 AG9587;SPC WI N     -   185,040.95  1,661,027.50   sFT  0.99998319   -0 52 03.4
 AG9587;UTM  15      - 5,058,702.965   639,997.468   MT  0.99984096   +1 17 08.9
 AG9587
 AG9587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9587!SPC WI N     -   0.99994801  x   0.99998319  =   0.99993120
 AG9587!UTM  15      -   0.99994801  x   0.99984096  =   0.99978898
 AG9587
 AG9587                          SUPERSEDED SURVEY CONTROL
 AG9587
 AG9587  NAD 83(1991)-  45 40 03.85981(N)    091 12 09.80121(W) AD(       ) 1
 AG9587  ELLIP H (04/30/98)  331.66   (m)                       GP(       ) 3 2
 AG9587
 AG9587.Superseded values are not recommended for survey control.
 AG9587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9587.See file dsdata.txt to determine how the superseded data were derived.
 AG9587
 AG9587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL3999758703(NAD 83)
 AG9587_MARKER: DD = SURVEY DISK
 AG9587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9587_STAMPING: 148
 AG9587_MARK LOGO: WI-113
 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 - 1995
 AG9587
 AG9587  HISTORY     - Date     Condition        Report By
 AG9587  HISTORY     - 1995     MONUMENTED       WI-113
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AF9976 ***********************************************************************
 AF9976  DESIGNATION -  149 THANNUM GPS
 AF9976  PID         -  AF9976
 AF9976  STATE/COUNTY-  WI/SAWYER
 AF9976  USGS QUAD   -  SEELEY (1976)
 AF9976
 AF9976                         *CURRENT SURVEY CONTROL
 AF9976  ___________________________________________________________________
 AF9976* NAD 83(1997)-  46 05 57.31907(N)    091 22 14.93090(W)     ADJUSTED  
 AF9976* NAVD 88     -       390.8    (meters)    1282.     (feet)  GPS OBS   
 AF9976  ___________________________________________________________________
 AF9976  X           -    -105,993.649 (meters)                     COMP
 AF9976  Y           -  -4,429,360.473 (meters)                     COMP
 AF9976  Z           -   4,573,165.379 (meters)                     COMP
 AF9976  LAPLACE CORR-          -8.92  (seconds)                    DEFLEC99
 AF9976  ELLIP HEIGHT-         362.13  (meters)          (12/26/02) GPS OBS
 AF9976  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 AF9976
 AF9976  HORZ ORDER  -  FIRST
 AF9976  ELLP ORDER  -  THIRD     CLASS II
 AF9976
 AF9976.The horizontal coordinates were established by GPS observations
 AF9976.and adjusted by the National Geodetic Survey in December 2002..
 AF9976
 AF9976.The orthometric height was determined by GPS observations and a
 AF9976.high-resolution geoid model.
 AF9976
 AF9976.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9976
 AF9976.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9976
 AF9976.The ellipsoidal height was determined by GPS observations
 AF9976.and is referenced to NAD 83.
 AF9976
 AF9976.The geoid height was determined by GEOID03.
 AF9976
 AF9976;                    North         East     Units Scale Factor Converg.
 AF9976;SPC WI N     -   104,566.351   494,013.225   MT  0.99994606   -0 59 19.9
 AF9976;SPC WI N     -   343,064.77  1,620,775.06   sFT  0.99994606   -0 59 19.9
 AF9976;UTM  15      - 5,106,365.705   625,925.246   MT  0.99979493   +1 10 26.6
 AF9976
 AF9976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9976!SPC WI N     -   0.99994323  x   0.99994606  =   0.99988930
 AF9976!UTM  15      -   0.99994323  x   0.99979493  =   0.99973818
 AF9976
 AF9976                          SUPERSEDED SURVEY CONTROL
 AF9976
 AF9976  NAD 83(1991)-  46 05 57.31887(N)    091 22 14.93009(W) AD(       ) 1
 AF9976
 AF9976.Superseded values are not recommended for survey control.
 AF9976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9976.See file dsdata.txt to determine how the superseded data were derived.
 AF9976
 AF9976_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM2592506366(NAD 83)
 AF9976_MARKER: DD = SURVEY DISK
 AF9976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9976_STAMPING: 149
 AF9976_MARK LOGO: WI-113
 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 - 1996
 AF9976
 AF9976  HISTORY     - Date     Condition        Report By
 AF9976  HISTORY     - 1996     MONUMENTED       WI-113
 AF9976  HISTORY     - 20040509 POOR             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0901 ***********************************************************************
 NH0901  DESIGNATION -  15 FWK
 NH0901  PID         -  NH0901
 NH0901  STATE/COUNTY-  WI/LAFAYETTE
 NH0901  USGS QUAD   -  SOUTH WAYNE (1962)
 NH0901
 NH0901                         *CURRENT SURVEY CONTROL
 NH0901  ___________________________________________________________________
 NH0901* NAD 83(1986)-  42 31 17.     (N)    089 59 08.     (W)     SCALED    
 NH0901* NAVD 88     -       310.820  (meters)    1019.75   (feet)  ADJUSTED  
 NH0901  ___________________________________________________________________
 NH0901  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 NH0901  DYNAMIC HT  -         310.720 (meters)    1019.42  (feet)  COMP
 NH0901  MODELED GRAV-     980,290.5   (mgal)                       NAVD 88
 NH0901
 NH0901  VERT ORDER  -  THIRD
 NH0901
 NH0901.The horizontal coordinates were scaled from a topographic map and have
 NH0901.an estimated accuracy of +/- 6 seconds.
 NH0901
 NH0901.The orthometric height was determined by differential leveling
 NH0901.and adjusted by the National Geodetic Survey in June 1991..
 NH0901
 NH0901.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0901.See file dsdata.txt to determine how the superseded data were derived.
 NH0901
 NH0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN547119(NAD 83)
 NH0901_MARKER: DB = BENCH MARK DISK
 NH0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0901_SP_SET: CONCRETE POST
 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 = OCTOBER  7, 2006
 ON0389 ***********************************************************************
 ON0389  DESIGNATION -  15 GHC
 ON0389  PID         -  ON0389
 ON0389  STATE/COUNTY-  WI/CRAWFORD
 ON0389  USGS QUAD   -  FERRYVILLE (1983)
 ON0389
 ON0389                         *CURRENT SURVEY CONTROL
 ON0389  ___________________________________________________________________
 ON0389* NAD 83(1986)-  43 16 59.     (N)    091 02 55.     (W)     SCALED    
 ON0389* NAVD 88     -       194.844  (meters)     639.25   (feet)  ADJUSTED  
 ON0389  ___________________________________________________________________
 ON0389  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 ON0389  DYNAMIC HT  -         194.798 (meters)     639.10  (feet)  COMP
 ON0389  MODELED GRAV-     980,380.2   (mgal)                       NAVD 88
 ON0389
 ON0389  VERT ORDER  -  FIRST     CLASS I
 ON0389
 ON0389.The horizontal coordinates were scaled from a topographic map and have
 ON0389.an estimated accuracy of +/- 6 seconds.
 ON0389
 ON0389.The orthometric height was determined by differential leveling
 ON0389.and adjusted by the National Geodetic Survey in June 1991..
 ON0389
 ON0389.The geoid height was determined by GEOID03.
 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     -   143,070.      514,900.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0389.See file dsdata.txt to determine how the superseded data were derived.
 ON0389
 ON0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH583940(NAD 83)
 ON0389_MARKER: DD = SURVEY DISK
 ON0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0389_SP_SET: 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 NOT SUITABLE FOR
 ON0389+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2003
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0128 ***********************************************************************
 PM0128  DESIGNATION -  15 WTM
 PM0128  PID         -  PM0128
 PM0128  STATE/COUNTY-  WI/MANITOWOC
 PM0128  USGS QUAD   -  MANITOWOC (1973)
 PM0128
 PM0128                         *CURRENT SURVEY CONTROL
 PM0128  ___________________________________________________________________
 PM0128* NAD 83(1986)-  44 06 31.     (N)    087 41 21.     (W)     SCALED    
 PM0128* NAVD 88     -       196.330  (meters)     644.13   (feet)  ADJUSTED  
 PM0128  ___________________________________________________________________
 PM0128  GEOID HEIGHT-         -36.12  (meters)                     GEOID03
 PM0128  DYNAMIC HT  -         196.298 (meters)     644.02  (feet)  COMP
 PM0128  MODELED GRAV-     980,451.7   (mgal)                       NAVD 88
 PM0128
 PM0128  VERT ORDER  -  FIRST     CLASS 0
 PM0128
 PM0128.The horizontal coordinates were scaled from a topographic map and have
 PM0128.an estimated accuracy of +/- 6 seconds.
 PM0128
 PM0128.The orthometric height was determined by differential leveling
 PM0128.and adjusted by the National Geodetic Survey in June 1991..
 PM0128
 PM0128.The geoid height was determined by GEOID03.
 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     -   236,820.      784,980.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0128.See file dsdata.txt to determine how the superseded data were derived.
 PM0128
 PM0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP448841(NAD 83)
 PM0128_MARKER: DD = SURVEY DISK
 PM0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PM0128_STAMPING: 644 15 WTM 1951 TT
 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 = OCTOBER  7, 2006
 AG9563 ***********************************************************************
 AG9563  DESIGNATION -  150 BRISKO GPS
 AG9563  PID         -  AG9563
 AG9563  STATE/COUNTY-  WI/SAWYER
 AG9563  USGS QUAD   -  WEIRGOR (1972)
 AG9563
 AG9563                         *CURRENT SURVEY CONTROL
 AG9563  ___________________________________________________________________
 AG9563* NAD 83(1997)-  45 43 57.84013(N)    091 16 40.87460(W)     ADJUSTED  
 AG9563* NAVD 88     -       385.4    (meters)    1264.     (feet)  GPS OBS   
 AG9563  ___________________________________________________________________
 AG9563  X           -     -99,472.559 (meters)                     COMP
 AG9563  Y           -  -4,458,779.456 (meters)                     COMP
 AG9563  Z           -   4,544,816.496 (meters)                     COMP
 AG9563  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 AG9563  ELLIP HEIGHT-         355.37  (meters)          (12/26/02) GPS OBS
 AG9563  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 AG9563
 AG9563  HORZ ORDER  -  FIRST
 AG9563  ELLP ORDER  -  THIRD     CLASS II
 AG9563
 AG9563.The horizontal coordinates were established by GPS observations
 AG9563.and adjusted by the National Geodetic Survey in December 2002..
 AG9563
 AG9563.The orthometric height was determined by GPS observations and a
 AG9563.high-resolution geoid model.
 AG9563
 AG9563.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9563
 AG9563.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9563
 AG9563.The ellipsoidal height was determined by GPS observations
 AG9563.and is referenced to NAD 83.
 AG9563
 AG9563.The geoid height was determined by GEOID03.
 AG9563
 AG9563;                    North         East     Units Scale Factor Converg.
 AG9563;SPC WI N     -    63,714.964   500,531.604   MT  0.99997400   -0 55 18.9
 AG9563;SPC WI N     -   209,038.18  1,642,160.77   sFT  0.99997400   -0 55 18.9
 AG9563;UTM  15      - 5,065,794.946   633,976.875   MT  0.99982068   +1 13 59.8
 AG9563
 AG9563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9563!SPC WI N     -   0.99994429  x   0.99997400  =   0.99991829
 AG9563!UTM  15      -   0.99994429  x   0.99982068  =   0.99976498
 AG9563
 AG9563                          SUPERSEDED SURVEY CONTROL
 AG9563
 AG9563  NAD 83(1991)-  45 43 57.83969(N)    091 16 40.87343(W) AD(       ) 1
 AG9563  ELLIP H (04/30/98)  355.38   (m)                       GP(       ) 3 2
 AG9563
 AG9563.Superseded values are not recommended for survey control.
 AG9563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9563.See file dsdata.txt to determine how the superseded data were derived.
 AG9563
 AG9563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL3397765795(NAD 83)
 AG9563_MARKER: DD = SURVEY DISK
 AG9563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9563_STAMPING: 150
 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 - 1995
 AG9563
 AG9563  HISTORY     - Date     Condition        Report By
 AG9563  HISTORY     - 1995     MONUMENTED       WI-113
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0430 ***********************************************************************
 PO0430  DESIGNATION -  151 BOLT
 PO0430  PID         -  PO0430
 PO0430  STATE/COUNTY-  WI/BUFFALO
 PO0430  USGS QUAD   -  ALMA (1974)
 PO0430
 PO0430                         *CURRENT SURVEY CONTROL
 PO0430  ___________________________________________________________________
 PO0430* NAD 83(1986)-  44 16 34.     (N)    091 52 59.     (W)     SCALED    
 PO0430* NAVD 88     -       203.513  (meters)     667.69   (feet)  ADJUSTED  
 PO0430  ___________________________________________________________________
 PO0430  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 PO0430  DYNAMIC HT  -         203.483 (meters)     667.59  (feet)  COMP
 PO0430  MODELED GRAV-     980,466.7   (mgal)                       NAVD 88
 PO0430
 PO0430  VERT ORDER  -  FIRST     CLASS I
 PO0430
 PO0430.The horizontal coordinates were scaled from a topographic map and have
 PO0430.an estimated accuracy of +/- 6 seconds.
 PO0430
 PO0430.The orthometric height was determined by differential leveling
 PO0430.and adjusted by the National Geodetic Survey in June 1991..
 PO0430
 PO0430.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0430.See file dsdata.txt to determine how the superseded data were derived.
 PO0430
 PO0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK891031(NAD 83)
 PO0430_MARKER: B = BOLT
 PO0430_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PO0430_SP_SET: METAL PIPE DRIVEN INTO GROUND
 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 = OCTOBER  7, 2006
 AF9993 ***********************************************************************
 AF9993  DESIGNATION -  151 CHIEF LAKE GPS
 AF9993  PID         -  AF9993
 AF9993  STATE/COUNTY-  WI/SAWYER
 AF9993  USGS QUAD   -  CHIEF LAKE (1971)
 AF9993
 AF9993                         *CURRENT SURVEY CONTROL
 AF9993  ___________________________________________________________________
 AF9993* NAD 83(1997)-  45 54 25.76003(N)    091 18 53.66541(W)     ADJUSTED  
 AF9993* NAVD 88     -       402.9    (meters)    1322.     (feet)  GPS OBS   
 AF9993  ___________________________________________________________________
 AF9993  X           -    -102,024.277 (meters)                     COMP
 AF9993  Y           -  -4,444,826.857 (meters)                     COMP
 AF9993  Z           -   4,558,341.175 (meters)                     COMP
 AF9993  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 AF9993  ELLIP HEIGHT-         373.58  (meters)          (12/26/02) GPS OBS
 AF9993  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 AF9993
 AF9993  HORZ ORDER  -  FIRST
 AF9993  ELLP ORDER  -  THIRD     CLASS II
 AF9993
 AF9993.The horizontal coordinates were established by GPS observations
 AF9993.and adjusted by the National Geodetic Survey in December 2002..
 AF9993
 AF9993.The orthometric height was determined by GPS observations and a
 AF9993.high-resolution geoid model.
 AF9993
 AF9993.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9993
 AF9993.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9993
 AF9993.The ellipsoidal height was determined by GPS observations
 AF9993.and is referenced to NAD 83.
 AF9993
 AF9993.The geoid height was determined by GEOID03.
 AF9993
 AF9993;                    North         East     Units Scale Factor Converg.
 AF9993;SPC WI N     -    83,145.114   497,981.918   MT  0.99995564   -0 56 54.7
 AF9993;SPC WI N     -   272,785.26  1,633,795.68   sFT  0.99995564   -0 56 54.7
 AF9993;UTM  15      - 5,085,112.485   630,698.142   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  =   0.99989708
 AF9993!UTM  15      -   0.99994144  x   0.99981000  =   0.99975145
 AF9993
 AF9993                          SUPERSEDED SURVEY CONTROL
 AF9993
 AF9993  NAD 83(1991)-  45 54 25.75969(N)    091 18 53.66441(W) AD(       ) 1
 AF9993
 AF9993.Superseded values are not recommended for survey control.
 AF9993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9993.See file dsdata.txt to determine how the superseded data were derived.
 AF9993
 AF9993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL3069885112(NAD 83)
 AF9993_MARKER: DD = SURVEY DISK
 AF9993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9993_STAMPING: 151
 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 = OCTOBER  7, 2006
 PO0429 ***********************************************************************
 PO0429  DESIGNATION -  152 CAP
 PO0429  PID         -  PO0429
 PO0429  STATE/COUNTY-  WI/BUFFALO
 PO0429  USGS QUAD   -  ALMA (1974)
 PO0429
 PO0429                         *CURRENT SURVEY CONTROL
 PO0429  ___________________________________________________________________
 PO0429* NAD 83(1986)-  44 16 34.     (N)    091 52 59.     (W)     SCALED    
 PO0429* NAVD 88     -       204.748  (meters)     671.74   (feet)  ADJUSTED  
 PO0429  ___________________________________________________________________
 PO0429  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 PO0429  DYNAMIC HT  -         204.718 (meters)     671.65  (feet)  COMP
 PO0429  MODELED GRAV-     980,466.7   (mgal)                       NAVD 88
 PO0429
 PO0429  VERT ORDER  -  FIRST     CLASS I
 PO0429
 PO0429.The horizontal coordinates were scaled from a topographic map and have
 PO0429.an estimated accuracy of +/- 6 seconds.
 PO0429
 PO0429.The orthometric height was determined by differential leveling
 PO0429.and adjusted by the National Geodetic Survey in June 1991..
 PO0429
 PO0429.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0429.See file dsdata.txt to determine how the superseded data were derived.
 PO0429
 PO0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK891031(NAD 83)
 PO0429_MARKER: P = PIPE CAP
 PO0429_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PO0429_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PO0429_STAMPING: 44 DEG 16 MIN 35 SEC 91 DEG 53 MIN 01 SEC
 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 = OCTOBER  7, 2006
 AG9547 ***********************************************************************
 AG9547  DESIGNATION -  152 DUCK POND GPS
 AG9547  PID         -  AG9547
 AG9547  STATE/COUNTY-  WI/SAWYER
 AG9547  USGS QUAD   -  CHITTAMO NE (1971)
 AG9547
 AG9547                         *CURRENT SURVEY CONTROL
 AG9547  ___________________________________________________________________
 AG9547* NAD 83(1997)-  46 08 49.68112(N)    091 31 01.85405(W)     ADJUSTED  
 AG9547* NAVD 88     -       391.1    (meters)    1283.     (feet)  GPS OBS   
 AG9547  ___________________________________________________________________
 AG9547  X           -    -117,206.961 (meters)                     COMP
 AG9547  Y           -  -4,425,240.975 (meters)                     COMP
 AG9547  Z           -   4,576,855.014 (meters)                     COMP
 AG9547  LAPLACE CORR-         -10.40  (seconds)                    DEFLEC99
 AG9547  ELLIP HEIGHT-         363.23  (meters)          (12/26/02) GPS OBS
 AG9547  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 AG9547
 AG9547  HORZ ORDER  -  FIRST
 AG9547  ELLP ORDER  -  THIRD     CLASS II
 AG9547
 AG9547.The horizontal coordinates were established by GPS observations
 AG9547.and adjusted by the National Geodetic Survey in December 2002..
 AG9547
 AG9547.The orthometric height was determined by GPS observations and a
 AG9547.high-resolution geoid model.
 AG9547
 AG9547.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9547
 AG9547.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9547
 AG9547.The ellipsoidal height was determined by GPS observations
 AG9547.and is referenced to NAD 83.
 AG9547
 AG9547.The geoid height was determined by GEOID03.
 AG9547
 AG9547;                    North         East     Units Scale Factor Converg.
 AG9547;SPC WI N     -   110,092.688   482,799.531   MT  0.99994541   -1 05 40.0
 AG9547;SPC WI N     -   361,195.76  1,583,984.79   sFT  0.99994541   -1 05 40.0
 AG9547;UTM  15      - 5,111,463.935   614,512.844   MT  0.99976120   +1 04 09.9
 AG9547
 AG9547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9547!SPC WI N     -   0.99994306  x   0.99994541  =   0.99988847
 AG9547!UTM  15      -   0.99994306  x   0.99976120  =   0.99970427
 AG9547
 AG9547                          SUPERSEDED SURVEY CONTROL
 AG9547
 AG9547  NAD 83(1991)-  46 08 49.68092(N)    091 31 01.85294(W) AD(       ) 1
 AG9547
 AG9547.Superseded values are not recommended for survey control.
 AG9547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9547.See file dsdata.txt to determine how the superseded data were derived.
 AG9547
 AG9547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM1451311464(NAD 83)
 AG9547_MARKER: DD = SURVEY DISK
 AG9547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9547_STAMPING: 152
 AG9547_MARK LOGO: WI-113
 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 - 1995
 AG9547
 AG9547  HISTORY     - Date     Condition        Report By
 AG9547  HISTORY     - 1995     MONUMENTED       WI-113
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0120 ***********************************************************************
 OM0120  DESIGNATION -  154
 OM0120  PID         -  OM0120
 OM0120  STATE/COUNTY-  WI/MILWAUKEE
 OM0120  USGS QUAD   -  WAUWATOSA (1994)
 OM0120
 OM0120                         *CURRENT SURVEY CONTROL
 OM0120  ___________________________________________________________________
 OM0120* NAD 83(1986)-  43 05 48.     (N)    088 01 38.     (W)     SCALED    
 OM0120* NAVD 88     -       230.556  (meters)     756.42   (feet)  ADJUSTED  
 OM0120  ___________________________________________________________________
 OM0120  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 OM0120  DYNAMIC HT  -         230.496 (meters)     756.22  (feet)  COMP
 OM0120  MODELED GRAV-     980,355.5   (mgal)                       NAVD 88
 OM0120
 OM0120  VERT ORDER  -  SECOND    CLASS 0
 OM0120
 OM0120.The horizontal coordinates were scaled from a topographic map and have
 OM0120.an estimated accuracy of +/- 6 seconds.
 OM0120
 OM0120.The orthometric height was determined by differential leveling
 OM0120.and adjusted by the National Geodetic Survey in June 1991..
 OM0120
 OM0120.The geoid height was determined by GEOID03.
 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     -   123,730.      760,590.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0120.See file dsdata.txt to determine how the superseded data were derived.
 OM0120
 OM0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN164720(NAD 83)
 OM0120_MARKER: DD = SURVEY DISK
 OM0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0120_SP_SET: 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             NGS
 OM0120  HISTORY     - 1990     GOOD             USPSQD
 OM0120  HISTORY     - 20040812 GOOD             USPSQD
 OM0120  HISTORY     - 20060624 GOOD             USPSQD
 OM0120
 OM0120                          STATION DESCRIPTION
 OM0120
 OM0120'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 AG9562 ***********************************************************************
 AG9562  DESIGNATION -  154 NEW POST GPS
 AG9562  PID         -  AG9562
 AG9562  STATE/COUNTY-  WI/SAWYER
 AG9562  USGS QUAD   -  NEW POST (1972)
 AG9562
 AG9562                         *CURRENT SURVEY CONTROL
 AG9562  ___________________________________________________________________
 AG9562* NAD 83(1997)-  45 53 40.51365(N)    091 11 08.97298(W)     ADJUSTED  
 AG9562* NAVD 88     -       405.2    (meters)    1329.     (feet)  GPS OBS   
 AG9562  ___________________________________________________________________
 AG9562  X           -     -92,031.102 (meters)                     COMP
 AG9562  Y           -  -4,446,049.901 (meters)                     COMP
 AG9562  Z           -   4,557,370.419 (meters)                     COMP
 AG9562  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 AG9562  ELLIP HEIGHT-         375.61  (meters)          (12/26/02) GPS OBS
 AG9562  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 AG9562
 AG9562  HORZ ORDER  -  FIRST
 AG9562  ELLP ORDER  -  THIRD     CLASS II
 AG9562
 AG9562.The horizontal coordinates were established by GPS observations
 AG9562.and adjusted by the National Geodetic Survey in December 2002..
 AG9562
 AG9562.The orthometric height was determined by GPS observations and a
 AG9562.high-resolution geoid model.
 AG9562
 AG9562.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9562
 AG9562.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9562
 AG9562.The ellipsoidal height was determined by GPS observations
 AG9562.and is referenced to NAD 83.
 AG9562
 AG9562.The geoid height was determined by GEOID03.
 AG9562
 AG9562;                    North         East     Units Scale Factor Converg.
 AG9562;SPC WI N     -    81,590.697   507,975.146   MT  0.99995666   -0 51 19.5
 AG9562;SPC WI N     -   267,685.48  1,666,581.79   sFT  0.99995666   -0 51 19.5
 AG9562;UTM  15      - 5,083,935.734   640,741.526   MT  0.99984352   +1 18 10.4
 AG9562
 AG9562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9562!SPC WI N     -   0.99994112  x   0.99995666  =   0.99989778
 AG9562!UTM  15      -   0.99994112  x   0.99984352  =   0.99978465
 AG9562
 AG9562                          SUPERSEDED SURVEY CONTROL
 AG9562
 AG9562  NAD 83(1991)-  45 53 40.51332(N)    091 11 08.97195(W) AD(       ) 1
 AG9562  ELLIP H (04/30/98)  375.62   (m)                       GP(       ) 3 2
 AG9562
 AG9562.Superseded values are not recommended for survey control.
 AG9562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9562.See file dsdata.txt to determine how the superseded data were derived.
 AG9562
 AG9562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL4074283936(NAD 83)
 AG9562_MARKER: DD = SURVEY DISK
 AG9562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9562_STAMPING: 154
 AG9562_MARK LOGO: WI-113
 AG9562_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9562+STABILITY: SURFACE MOTION
 AG9562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9562+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AG9562
 AG9562  HISTORY     - Date     Condition        Report By
 AG9562  HISTORY     - 1995     MONUMENTED       WI-113
 AG9562
 AG9562                          STATION DESCRIPTION
 AG9562
 AG9562'DESCRIBED BY SAWYER COUNTY WISCONSIN 1995 (RLP)
 AG9562'STATION IS LOCATED ABOUT 16 MI (25.7 KM) SOUTHEAST OF HAYWARD, IN THE
 AG9562'NW1/4, SECTION 1, T39N, R7W.  TO REACH STATION FROM THE JUNCTION OF
 AG9562'C.T.H.  N AND C.T.H.  CC, WHICH IS 16.7 MI (26.9 KM) SOUTHEAST OF
 AG9562'HAYWARD, VIA C.T.H.  B, C.T.H.  NN AND C.T.H.  N.  GO EAST ON C.T.H.
 AG9562'CC, 6.2 MI (10.0 KM) TO THE JUNCTION WITH INDIAN LANE NO 11, TURN
 AG9562'RIGHT AND SOUTH ON INDIAN LANE NO 11, GO 0.15 MI (0.24 KM) TO STATION.
 AG9562'THE JUNCTION OF C.T.H.  CC AND INDIAN LANE NO 11 IS IN THE VILLAGE OF
 AG9562'NEW POST.  STATION IS LOCATED 71 FT (21.6 M) SOUTH OF CENTERLINE OF
 AG9562'INDIAN LANE NO 11, 4.0 FT (1.2 M) NORTH OF FENCE AROUND BALL DIAMOND
 AG9562'AND 105 FT (32.0 M) WEST OF GATEWAY INTO BALL DIAMOND. STATION MARK IS
 AG9562'A BRASS CAP, 0.25 FT (7.62 CM) IN DIA, SET IN CONCRETE, 1 FT (0.3 M)
 AG9562'IN DIA BY 6 FT (1.8 M) LONG, FLUSH IN GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AF9983 ***********************************************************************
 AF9983  DESIGNATION -  155 MILLER LAKE GPS
 AF9983  PID         -  AF9983
 AF9983  STATE/COUNTY-  WI/SAWYER
 AF9983  USGS QUAD   -  EXELAND (1972)
 AF9983
 AF9983                         *CURRENT SURVEY CONTROL
 AF9983  ___________________________________________________________________
 AF9983* NAD 83(1997)-  45 43 32.12176(N)    091 11 51.24738(W)     ADJUSTED  
 AF9983* NAVD 88     -       373.4    (meters)    1225.     (feet)  GPS OBS   
 AF9983  ___________________________________________________________________
 AF9983  X           -     -93,223.365 (meters)                     COMP
 AF9983  Y           -  -4,459,474.786 (meters)                     COMP
 AF9983  Z           -   4,544,253.559 (meters)                     COMP
 AF9983  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 AF9983  ELLIP HEIGHT-         343.31  (meters)          (12/26/02) GPS OBS
 AF9983  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 AF9983
 AF9983  HORZ ORDER  -  FIRST
 AF9983  ELLP ORDER  -  THIRD     CLASS II
 AF9983
 AF9983.The horizontal coordinates were established by GPS observations
 AF9983.and adjusted by the National Geodetic Survey in December 2002..
 AF9983
 AF9983.The orthometric height was determined by GPS observations and a
 AF9983.high-resolution geoid model.
 AF9983
 AF9983.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9983
 AF9983.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9983
 AF9983.The ellipsoidal height was determined by GPS observations
 AF9983.and is referenced to NAD 83.
 AF9983
 AF9983.The geoid height was determined by GEOID03.
 AF9983
 AF9983;                    North         East     Units Scale Factor Converg.
 AF9983;SPC WI N     -    62,823.466   506,780.724   MT  0.99997495   -0 51 50.0
 AF9983;SPC WI N     -   206,113.32  1,662,663.09   sFT  0.99997495   -0 51 50.0
 AF9983;UTM  15      - 5,065,139.150   640,254.199   MT  0.99984184   +1 17 26.7
 AF9983
 AF9983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9983!SPC WI N     -   0.99994618  x   0.99997495  =   0.99992113
 AF9983!UTM  15      -   0.99994618  x   0.99984184  =   0.99978803
 AF9983
 AF9983                          SUPERSEDED SURVEY CONTROL
 AF9983
 AF9983  NAD 83(1991)-  45 43 32.12131(N)    091 11 51.24626(W) AD(       ) 1
 AF9983  ELLIP H (04/30/98)  343.33   (m)                       GP(       ) 3 2
 AF9983
 AF9983.Superseded values are not recommended for survey control.
 AF9983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9983.See file dsdata.txt to determine how the superseded data were derived.
 AF9983
 AF9983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL4025465139(NAD 83)
 AF9983_MARKER: DD = SURVEY DISK
 AF9983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9983_STAMPING: 155
 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 - 1995
 AF9983
 AF9983  HISTORY     - Date     Condition        Report By
 AF9983  HISTORY     - 1995     MONUMENTED       WI-113
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0119 ***********************************************************************
 OM0119  DESIGNATION -  156
 OM0119  PID         -  OM0119
 OM0119  STATE/COUNTY-  WI/MILWAUKEE
 OM0119  USGS QUAD   -  WAUWATOSA (1994)
 OM0119
 OM0119                         *CURRENT SURVEY CONTROL
 OM0119  ___________________________________________________________________
 OM0119* NAD 83(1986)-  43 05 22.     (N)    088 01 44.     (W)     SCALED    
 OM0119* NAVD 88     -       226.832  (meters)     744.20   (feet)  ADJUSTED  
 OM0119  ___________________________________________________________________
 OM0119  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 OM0119  DYNAMIC HT  -         226.773 (meters)     744.00  (feet)  COMP
 OM0119  MODELED GRAV-     980,354.5   (mgal)                       NAVD 88
 OM0119
 OM0119  VERT ORDER  -  SECOND    CLASS 0
 OM0119
 OM0119.The horizontal coordinates were scaled from a topographic map and have
 OM0119.an estimated accuracy of +/- 6 seconds.
 OM0119
 OM0119.The orthometric height was determined by differential leveling
 OM0119.and adjusted by the National Geodetic Survey in June 1991..
 OM0119
 OM0119.The geoid height was determined by GEOID03.
 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     -   122,920.      760,470.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0119.See file dsdata.txt to determine how the superseded data were derived.
 OM0119
 OM0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN162712(NAD 83)
 OM0119_MARKER: DD = SURVEY DISK
 OM0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0119_SP_SET: 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             NGS
 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 NATIONAL 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 = OCTOBER  7, 2006
 AF9929 ***********************************************************************
 AF9929  DESIGNATION -  156 COUDERAY GPS
 AF9929  PID         -  AF9929
 AF9929  STATE/COUNTY-  WI/SAWYER
 AF9929  USGS QUAD   -  COUDERAY (1971)
 AF9929
 AF9929                         *CURRENT SURVEY CONTROL
 AF9929  ___________________________________________________________________
 AF9929* NAD 83(1997)-  45 47 41.03842(N)    091 18 37.99099(W)     ADJUSTED  
 AF9929* NAVD 88     -       385.4    (meters)    1264.     (feet)  GPS OBS   
 AF9929  ___________________________________________________________________
 AF9929  X           -    -101,891.297 (meters)                     COMP
 AF9929  Y           -  -4,453,786.200 (meters)                     COMP
 AF9929  Z           -   4,549,624.235 (meters)                     COMP
 AF9929  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 AF9929  ELLIP HEIGHT-         355.58  (meters)          (12/26/02) GPS OBS
 AF9929  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 AF9929
 AF9929  HORZ ORDER  -  FIRST
 AF9929  ELLP ORDER  -  THIRD     CLASS II
 AF9929
 AF9929.The horizontal coordinates were established by GPS observations
 AF9929.and adjusted by the National Geodetic Survey in December 2002..
 AF9929
 AF9929.The orthometric height was determined by GPS observations and a
 AF9929.high-resolution geoid model.
 AF9929
 AF9929.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9929
 AF9929.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9929
 AF9929.The ellipsoidal height was determined by GPS observations
 AF9929.and is referenced to NAD 83.
 AF9929
 AF9929.The geoid height was determined by GEOID03.
 AF9929
 AF9929;                    North         East     Units Scale Factor Converg.
 AF9929;SPC WI N     -    70,646.122   498,113.534   MT  0.99996642   -0 56 43.4
 AF9929;SPC WI N     -   231,778.15  1,634,227.49   sFT  0.99996642   -0 56 43.4
 AF9929;UTM  15      - 5,072,629.181   631,300.184   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  =   0.99991068
 AF9929!UTM  15      -   0.99994426  x   0.99981195  =   0.99975622
 AF9929
 AF9929                          SUPERSEDED SURVEY CONTROL
 AF9929
 AF9929  NAD 83(1991)-  45 47 41.03803(N)    091 18 37.98974(W) AD(       ) 1
 AF9929  ELLIP H (04/30/98)  355.60   (m)                       GP(       ) 3 2
 AF9929
 AF9929.Superseded values are not recommended for survey control.
 AF9929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9929.See file dsdata.txt to determine how the superseded data were derived.
 AF9929
 AF9929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL3130072629(NAD 83)
 AF9929_MARKER: DD = SURVEY DISK
 AF9929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9929_STAMPING: 156
 AF9929_MARK LOGO: WI-113
 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 - 1995
 AF9929
 AF9929  HISTORY     - Date     Condition        Report By
 AF9929  HISTORY     - 1995     MONUMENTED       WI-113
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AG9578 ***********************************************************************
 AG9578  DESIGNATION -  157 TUPPER CREEK GPS
 AG9578  PID         -  AG9578
 AG9578  STATE/COUNTY-  WI/SAWYER
 AG9578  USGS QUAD   -  HOGSBACK CREEK (1972)
 AG9578
 AG9578                         *CURRENT SURVEY CONTROL
 AG9578  ___________________________________________________________________
 AG9578* NAD 83(1997)-  45 43 16.59371(N)    091 01 42.83294(W)     ADJUSTED  
 AG9578* NAVD 88     -       405.9    (meters)    1332.     (feet)  GPS OBS   
 AG9578  ___________________________________________________________________
 AG9578  X           -     -80,075.538 (meters)                     COMP
 AG9578  Y           -  -4,460,096.178 (meters)                     COMP
 AG9578  Z           -   4,543,942.036 (meters)                     COMP
 AG9578  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 AG9578  ELLIP HEIGHT-         375.69  (meters)          (12/26/02) GPS OBS
 AG9578  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 AG9578
 AG9578  HORZ ORDER  -  FIRST
 AG9578  ELLP ORDER  -  THIRD     CLASS II
 AG9578
 AG9578.The horizontal coordinates were established by GPS observations
 AG9578.and adjusted by the National Geodetic Survey in December 2002..
 AG9578
 AG9578.The orthometric height was determined by GPS observations and a
 AG9578.high-resolution geoid model.
 AG9578
 AG9578.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9578
 AG9578.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9578
 AG9578.The ellipsoidal height was determined by GPS observations
 AG9578.and is referenced to NAD 83.
 AG9578
 AG9578.The geoid height was determined by GEOID03.
 AG9578
 AG9578;                    North         East     Units Scale Factor Converg.
 AG9578;SPC WI N     -    62,159.749   519,929.067   MT  0.99997553   -0 44 31.1
 AG9578;SPC WI N     -   203,935.78  1,705,800.61   sFT  0.99997553   -0 44 31.1
 AG9578;UTM  15      - 5,064,970.149   653,416.750   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  =   0.99983048
 AG9578
 AG9578                          SUPERSEDED SURVEY CONTROL
 AG9578
 AG9578  NAD 83(1991)-  45 43 16.59326(N)    091 01 42.83190(W) AD(       ) 1
 AG9578  ELLIP H (04/30/98)  375.71   (m)                       GP(       ) 3 2
 AG9578
 AG9578.Superseded values are not recommended for survey control.
 AG9578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9578.See file dsdata.txt to determine how the superseded data were derived.
 AG9578
 AG9578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL5341764970(NAD 83)
 AG9578_MARKER: DD = SURVEY DISK
 AG9578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9578_STAMPING: 157
 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 - 1995
 AG9578
 AG9578  HISTORY     - Date     Condition        Report By
 AG9578  HISTORY     - 1995     MONUMENTED       WI-113
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AG9561 ***********************************************************************
 AG9561  DESIGNATION -  158 HAUER GPS
 AG9561  PID         -  AG9561
 AG9561  STATE/COUNTY-  WI/SAWYER
 AG9561  USGS QUAD   -  HAUER (1971)
 AG9561
 AG9561                         *CURRENT SURVEY CONTROL
 AG9561  ___________________________________________________________________
 AG9561* NAD 83(1997)-  45 48 55.65445(N)    091 27 38.04959(W)     ADJUSTED  
 AG9561* NAVD 88     -       396.4    (meters)    1301.     (feet)  GPS OBS   
 AG9561  ___________________________________________________________________
 AG9561  X           -    -113,510.281 (meters)                     COMP
 AG9561  Y           -  -4,451,860.713 (meters)                     COMP
 AG9561  Z           -   4,551,238.296 (meters)                     COMP
 AG9561  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 AG9561  ELLIP HEIGHT-         366.80  (meters)          (12/26/02) GPS OBS
 AG9561  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 AG9561
 AG9561  HORZ ORDER  -  FIRST
 AG9561  ELLP ORDER  -  THIRD     CLASS II
 AG9561
 AG9561.The horizontal coordinates were established by GPS observations
 AG9561.and adjusted by the National Geodetic Survey in December 2002..
 AG9561
 AG9561.The orthometric height was determined by GPS observations and a
 AG9561.high-resolution geoid model.
 AG9561
 AG9561.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9561
 AG9561.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9561
 AG9561.The ellipsoidal height was determined by GPS observations
 AG9561.and is referenced to NAD 83.
 AG9561
 AG9561.The geoid height was determined by GEOID03.
 AG9561
 AG9561;                    North         East     Units Scale Factor Converg.
 AG9561;SPC WI N     -    73,152.822   486,494.408   MT  0.99996415   -1 03 13.0
 AG9561;SPC WI N     -   240,002.22  1,596,107.07   sFT  0.99996415   -1 03 13.0
 AG9561;UTM  15      - 5,074,696.398   619,596.949   MT  0.99977584   +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   0.99977584  =   0.99971835
 AG9561
 AG9561                          SUPERSEDED SURVEY CONTROL
 AG9561
 AG9561  NAD 83(1991)-  45 48 55.65405(N)    091 27 38.04834(W) AD(       ) 1
 AG9561  ELLIP H (04/30/98)  366.81   (m)                       GP(       ) 3 2
 AG9561
 AG9561.Superseded values are not recommended for survey control.
 AG9561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9561.See file dsdata.txt to determine how the superseded data were derived.
 AG9561
 AG9561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1959774696(NAD 83)
 AG9561_MARKER: DD = SURVEY DISK
 AG9561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9561_STAMPING: 158
 AG9561_MARK LOGO: WI-113
 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 - 1995
 AG9561
 AG9561  HISTORY     - Date     Condition        Report By
 AG9561  HISTORY     - 1995     MONUMENTED       WI-113
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0440 ***********************************************************************
 OM0440  DESIGNATION -  16
 OM0440  PID         -  OM0440
 OM0440  STATE/COUNTY-  WI/DANE
 OM0440  USGS QUAD   -  MADISON EAST (1983)
 OM0440
 OM0440                         *CURRENT SURVEY CONTROL
 OM0440  ___________________________________________________________________
 OM0440* NAD 83(1986)-  43 05 18.     (N)    089 21 29.     (W)     SCALED    
 OM0440* NAVD 88     -       259.39   (+/-2cm)     851.0    (feet)  VERTCON   
 OM0440  ___________________________________________________________________
 OM0440  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 OM0440
 OM0440  VERT ORDER  -  ? (See Below)
 OM0440
 OM0440.The horizontal coordinates were scaled from a topographic map and have
 OM0440.an estimated accuracy of +/- 6 seconds.
 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.The vertical order pertains to the NGVD 29 superseded value.
 OM0440
 OM0440.The geoid height was determined by GEOID03.
 OM0440
 OM0440;                    North         East    Units  Estimated Accuracy
 OM0440;SPC WI S     -   121,110.      652,270.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0440.See file dsdata.txt to determine how the superseded data were derived.
 OM0440
 OM0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN080733(NAD 83)
 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             NGS
 OM0440  HISTORY     - 1940     GOOD             NGS
 OM0440  HISTORY     - 19950429 GOOD             USPSQD
 OM0440
 OM0440                          STATION DESCRIPTION
 OM0440
 OM0440'DESCRIBED BY NATIONAL 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 NATIONAL 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 = OCTOBER  7, 2006
 DH5139 ***********************************************************************
 DH5139  DESIGNATION -  16 151E
 DH5139  PID         -  DH5139
 DH5139  STATE/COUNTY-  WI/MONROE
 DH5139  USGS QUAD   -  KENDALL WEST (1983)
 DH5139
 DH5139                         *CURRENT SURVEY CONTROL
 DH5139  ___________________________________________________________________
 DH5139* NAD 83(1997)-  43 46 52.14457(N)    090 22 56.94183(W)     ADJUSTED  
 DH5139* NAVD 88     -                                                        
 DH5139  ___________________________________________________________________
 DH5139  X           -     -30,791.399 (meters)                     COMP
 DH5139  Y           -  -4,612,458.861 (meters)                     COMP
 DH5139  Z           -   4,390,785.445 (meters)                     COMP
 DH5139  LAPLACE CORR-          -7.66  (seconds)                    DEFLEC99
 DH5139  ELLIP HEIGHT-         314.69  (meters)          (08/01/05) GPS OBS
 DH5139  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 DH5139
 DH5139  HORZ ORDER  -  FIRST
 DH5139  ELLP ORDER  -  SECOND    CLASS I
 DH5139
 DH5139.The horizontal coordinates were established by GPS observations
 DH5139.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5139
 DH5139
 DH5139.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5139
 DH5139.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5139
 DH5139.The ellipsoidal height was determined by GPS observations
 DH5139.and is referenced to NAD 83.
 DH5139
 DH5139.The geoid height was determined by GEOID03.
 DH5139
 DH5139;                    North         East     Units Scale Factor Converg.
 DH5139;SPC WI S     -   197,942.130   569,211.398   MT  0.99995450   -0 15 46.1
 DH5139;SPC WI S     -   649,415.14  1,867,487.73   sFT  0.99995450   -0 15 46.1
 DH5139;UTM  15      - 4,850,896.378   710,630.099   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                          SUPERSEDED SURVEY CONTROL
 DH5139
 DH5139.No superseded survey control is available for this station.
 DH5139
 DH5139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ1063050896(NAD 83)
 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 - May 11, 2003
 DH5139
 DH5139  HISTORY     - Date     Condition        Report By
 DH5139  HISTORY     - 1997     MONUMENTED       WI-081
 DH5139  HISTORY     - 20030511 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0396 ***********************************************************************
 ON0396  DESIGNATION -  16 GHC
 ON0396  PID         -  ON0396
 ON0396  STATE/COUNTY-  WI/CRAWFORD
 ON0396  USGS QUAD   -  FERRYVILLE (1983)
 ON0396
 ON0396                         *CURRENT SURVEY CONTROL
 ON0396  ___________________________________________________________________
 ON0396* NAD 83(1986)-  43 19 11.     (N)    091 03 41.     (W)     SCALED    
 ON0396* NAVD 88     -       192.633  (meters)     632.00   (feet)  ADJUSTED  
 ON0396  ___________________________________________________________________
 ON0396  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 ON0396  DYNAMIC HT  -         192.587 (meters)     631.85  (feet)  COMP
 ON0396  MODELED GRAV-     980,376.6   (mgal)                       NAVD 88
 ON0396
 ON0396  VERT ORDER  -  FIRST     CLASS I
 ON0396
 ON0396.The horizontal coordinates were scaled from a topographic map and have
 ON0396.an estimated accuracy of +/- 6 seconds.
 ON0396
 ON0396.The orthometric height was determined by differential leveling
 ON0396.and adjusted by the National Geodetic Survey in June 1991..
 ON0396
 ON0396.The geoid height was determined by GEOID03.
 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     -   147,160.      513,910.      MT  (+/- 180 meters Scaled)
 ON0396
 ON0396                          SUPERSEDED SURVEY CONTROL
 ON0396
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0396.See file dsdata.txt to determine how the superseded data were derived.
 ON0396
 ON0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH571981(NAD 83)
 ON0396_MARKER: DD = SURVEY DISK
 ON0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0396_SP_SET: 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 - April 12, 2003
 ON0396
 ON0396  HISTORY     - Date     Condition        Report By
 ON0396  HISTORY     - 1965     MONUMENTED       USGS
 ON0396  HISTORY     - 1970     GOOD             NGS
 ON0396  HISTORY     - 20030412 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL1433 ***********************************************************************
 RL1433  DESIGNATION -  1627.12 USGS
 RL1433  PID         -  RL1433
 RL1433  STATE/COUNTY-  WI/VILAS
 RL1433  USGS QUAD   -  MANITOWISH LAKE (1981)
 RL1433
 RL1433                         *CURRENT SURVEY CONTROL
 RL1433  ___________________________________________________________________
 RL1433* NAD 83(1986)-  46 04 38.     (N)    089 45 57.     (W)     SCALED    
 RL1433* NAVD 88     -       495.792  (meters)    1626.61   (feet)  ADJUSTED  
 RL1433  ___________________________________________________________________
 RL1433  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 RL1433  DYNAMIC HT  -         495.784 (meters)    1626.58  (feet)  COMP
 RL1433  MODELED GRAV-     980,583.4   (mgal)                       NAVD 88
 RL1433
 RL1433  VERT ORDER  -  FIRST     CLASS II
 RL1433
 RL1433.The horizontal coordinates were scaled from a topographic map and have
 RL1433.an estimated accuracy of +/- 6 seconds.
 RL1433
 RL1433.The orthometric height was determined by differential leveling
 RL1433.and adjusted by the National Geodetic Survey in June 1991..
 RL1433
 RL1433.The geoid height was determined by GEOID03.
 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     -   101,230.      618,110.      MT  (+/- 180 meters Scaled)
 RL1433
 RL1433                          SUPERSEDED SURVEY CONTROL
 RL1433
 RL1433.No superseded survey control is available for this station.
 RL1433
 RL1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS861063(NAD 83)
 RL1433_MARKER: DD = SURVEY DISK
 RL1433_SETTING: 80 = SET IN A BOULDER
 RL1433_SP_SET: 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 - September 20, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AF9977 ***********************************************************************
 AF9977  DESIGNATION -  163 BRANDT GPS
 AF9977  PID         -  AF9977
 AF9977  STATE/COUNTY-  WI/SAWYER
 AF9977  USGS QUAD   -  SPIDER LAKE (1971)
 AF9977
 AF9977                         *CURRENT SURVEY CONTROL
 AF9977  ___________________________________________________________________
 AF9977* NAD 83(1997)-  46 04 35.76217(N)    091 11 41.82647(W)     ADJUSTED  
 AF9977* NAVD 88     -       437.0    (meters)    1434.     (feet)  GPS OBS   
 AF9977  ___________________________________________________________________
 AF9977  X           -     -92,436.287 (meters)                     COMP
 AF9977  Y           -  -4,431,510.307 (meters)                     COMP
 AF9977  Z           -   4,571,451.610 (meters)                     COMP
 AF9977  LAPLACE CORR-          -8.30  (seconds)                    DEFLEC99
 AF9977  ELLIP HEIGHT-         407.66  (meters)          (12/26/02) GPS OBS
 AF9977  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 AF9977
 AF9977  HORZ ORDER  -  FIRST
 AF9977  ELLP ORDER  -  THIRD     CLASS II
 AF9977
 AF9977.The horizontal coordinates were established by GPS observations
 AF9977.and adjusted by the National Geodetic Survey in December 2002..
 AF9977
 AF9977.The orthometric height was determined by GPS observations and a
 AF9977.high-resolution geoid model.
 AF9977
 AF9977.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9977
 AF9977.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9977
 AF9977.The ellipsoidal height was determined by GPS observations
 AF9977.and is referenced to NAD 83.
 AF9977
 AF9977.The geoid height was determined by GEOID03.
 AF9977
 AF9977;                    North         East     Units Scale Factor Converg.
 AF9977;SPC WI N     -   101,829.014   507,571.332   MT  0.99994661   -0 51 43.2
 AF9977;SPC WI N     -   334,084.02  1,665,256.95   sFT  0.99994661   -0 51 43.2
 AF9977;UTM  15      - 5,104,142.235   639,575.224   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  =   0.99988271
 AF9977!UTM  15      -   0.99993610  x   0.99983949  =   0.99977560
 AF9977
 AF9977                          SUPERSEDED SURVEY CONTROL
 AF9977
 AF9977  NAD 83(1991)-  46 04 35.76193(N)    091 11 41.82561(W) AD(       ) 1
 AF9977
 AF9977.Superseded values are not recommended for survey control.
 AF9977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9977.See file dsdata.txt to determine how the superseded data were derived.
 AF9977
 AF9977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM3957504142(NAD 83)
 AF9977_MARKER: DD = SURVEY DISK
 AF9977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9977_STAMPING: 163
 AF9977_MARK LOGO: WI-113
 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 - 1996
 AF9977
 AF9977  HISTORY     - Date     Condition        Report By
 AF9977  HISTORY     - 1996     MONUMENTED       WI-113
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AG9593 ***********************************************************************
 AG9593  DESIGNATION -  164 ASHEGON LAKE GPS
 AG9593  PID         -  AG9593
 AG9593  STATE/COUNTY-  WI/SAWYER
 AG9593  USGS QUAD   -  COUDERAY (1971)
 AG9593
 AG9593                         *CURRENT SURVEY CONTROL
 AG9593  ___________________________________________________________________
 AG9593* NAD 83(1997)-  45 51 05.76658(N)    091 18 30.96496(W)     ADJUSTED  
 AG9593* NAVD 88     -       415.9    (meters)    1364.     (feet)  GPS OBS   
 AG9593  ___________________________________________________________________
 AG9593  X           -    -101,636.542 (meters)                     COMP
 AG9593  Y           -  -4,449,278.764 (meters)                     COMP
 AG9593  Z           -   4,554,051.424 (meters)                     COMP
 AG9593  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 AG9593  ELLIP HEIGHT-         386.37  (meters)          (12/26/02) GPS OBS
 AG9593  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 AG9593
 AG9593  HORZ ORDER  -  FIRST
 AG9593  ELLP ORDER  -  THIRD     CLASS II
 AG9593
 AG9593.The horizontal coordinates were established by GPS observations
 AG9593.and adjusted by the National Geodetic Survey in December 2002..
 AG9593
 AG9593.The orthometric height was determined by GPS observations and a
 AG9593.high-resolution geoid model.
 AG9593
 AG9593.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9593
 AG9593.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9593
 AG9593.The ellipsoidal height was determined by GPS observations
 AG9593.and is referenced to NAD 83.
 AG9593
 AG9593.The geoid height was determined by GEOID03.
 AG9593
 AG9593;                    North         East     Units Scale Factor Converg.
 AG9593;SPC WI N     -    76,963.392   498,369.381   MT  0.99996049   -0 56 38.4
 AG9593;SPC WI N     -   252,504.06  1,635,066.88   sFT  0.99996049   -0 56 38.4
 AG9593;UTM  15      - 5,078,950.647   631,318.055   MT  0.99981200   +1 12 49.7
 AG9593
 AG9593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9593!SPC WI N     -   0.99993943  x   0.99996049  =   0.99989992
 AG9593!UTM  15      -   0.99993943  x   0.99981200  =   0.99975144
 AG9593
 AG9593                          SUPERSEDED SURVEY CONTROL
 AG9593
 AG9593  NAD 83(1991)-  45 51 05.76621(N)    091 18 30.96387(W) AD(       ) 1
 AG9593
 AG9593.Superseded values are not recommended for survey control.
 AG9593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9593.See file dsdata.txt to determine how the superseded data were derived.
 AG9593
 AG9593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL3131878951(NAD 83)
 AG9593_MARKER: DD = SURVEY DISK
 AG9593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9593_STAMPING: 164
 AG9593_MARK LOGO: WI-113
 AG9593_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9593+STABILITY: SURFACE MOTION
 AG9593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9593+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AG9593
 AG9593  HISTORY     - Date     Condition        Report By
 AG9593  HISTORY     - 1996     MONUMENTED       WI-113
 AG9593
 AG9593                          STATION DESCRIPTION
 AG9593
 AG9593'DESCRIBED BY SAWYER COUNTY WISCONSIN 1996 (RLP)
 AG9593'STATION IS LOCATED ABOUT 19 MI (30.6 KM) SOUTHEAST OF HAYWARD, IN THE
 AG9593'SE1/4-NW1/4, SECTION 24, T39N, R8W.  TO REACH STATION FROM HAYWARD, AT
 AG9593'THE JUNCTION OF U.S.H.  63 AND S.T.H.  27.  GO SOUTH ON S.T.H. 27, 0.4
 AG9593'MI (0.6 KM) TO JUNCTION WITH S.T.H.  27 AND C.T.H.  B, TURN LEFT AND
 AG9593'EAST ON C.T.H.  B, GO 7.8 MI (12.6 KM) TO THE JUNCTION WITH C.T.H.
 AG9593'NN, TURN RIGHT AND SOUTH ON C.T.H.  NN, GO 8.8 MI (14.2 KM) TO THE
 AG9593'JUNCTION WITH C.T.H.  N, TURN LEFT AND EAST ON C.T.H.  N, GO 0.25 MI
 AG9593'(0.40 KM) TO THE JUNCTION WITH C.T.H.  CC, TURN RIGHT AND SOUTH ON
 AG9593'C.T.H.  CC, GO 1.8 MI (2.9 KM) TO THE JUNCTION WITH A GRAVEL DRIVEWAY
 AG9593'INTO THE ASHEGON GRAVEL PIT, TURN RIGHT AND WEST ON DRIVEWAY, GO 0.15
 AG9593'MI (0.24 KM) TO STATION.  STATION IS LOCATED IN GRAVEL PIT, 4.2 FT
 AG9593'(1.3 M) NORTH OF A CARSONITE WITNESS POST AND 5.8 FT (1.8 M) WEST OF A
 AG9593'CARSONITE WITNESS POST.  STATION MARK IS A BRASS CAP, 0.25 FT (7.62
 AG9593'CM) IN DIA, SET IN CONCRETE, 1 FT (0.3 M) IN DIA BY 6 FT (1.8 M) LONG,
 AG9593'FLUSH IN GROUND.  KEY MAY BE NEEDED SEE COUNTY REP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0382 ***********************************************************************
 PO0382  DESIGNATION -  164 BOLT
 PO0382  PID         -  PO0382
 PO0382  STATE/COUNTY-  WI/BUFFALO
 PO0382  USGS QUAD   -  WINONA WEST (1993)
 PO0382
 PO0382                         *CURRENT SURVEY CONTROL
 PO0382  ___________________________________________________________________
 PO0382* NAD 83(1986)-  44 03 50.     (N)    091 38 05.     (W)     SCALED    
 PO0382* NAVD 88     -       197.188  (meters)     646.94   (feet)  ADJUSTED  
 PO0382  ___________________________________________________________________
 PO0382  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 PO0382  DYNAMIC HT  -         197.159 (meters)     646.85  (feet)  COMP
 PO0382  MODELED GRAV-     980,467.1   (mgal)                       NAVD 88
 PO0382
 PO0382  VERT ORDER  -  SECOND    CLASS 0
 PO0382
 PO0382.The horizontal coordinates were scaled from a topographic map and have
 PO0382.an estimated accuracy of +/- 6 seconds.
 PO0382
 PO0382.The orthometric height was determined by differential leveling
 PO0382.and adjusted by the National Geodetic Survey in June 1991..
 PO0382
 PO0382.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0382.See file dsdata.txt to determine how the superseded data were derived.
 PO0382
 PO0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ093798(NAD 83)
 PO0382_MARKER: B = BOLT
 PO0382_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PO0382_SP_SET: METAL PIPE DRIVEN INTO GROUND
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0641 ***********************************************************************
 PN0641  DESIGNATION -  167
 PN0641  PID         -  PN0641
 PN0641  STATE/COUNTY-  WI/BROWN
 PN0641  USGS QUAD   -  WRIGHTSTOWN (1992)
 PN0641
 PN0641                         *CURRENT SURVEY CONTROL
 PN0641  ___________________________________________________________________
 PN0641* NAD 83(1986)-  44 19 11.     (N)    088 12 24.     (W)     SCALED    
 PN0641* NAVD 88     -       203.637  (meters)     668.10   (feet)  ADJUSTED  
 PN0641  ___________________________________________________________________
 PN0641  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PN0641  DYNAMIC HT  -         203.606 (meters)     668.00  (feet)  COMP
 PN0641  MODELED GRAV-     980,463.0   (mgal)                       NAVD 88
 PN0641
 PN0641  VERT ORDER  -  FIRST     CLASS 0
 PN0641
 PN0641.The horizontal coordinates were scaled from a topographic map and have
 PN0641.an estimated accuracy of +/- 6 seconds.
 PN0641
 PN0641.The orthometric height was determined by differential leveling
 PN0641.and adjusted by the National Geodetic Survey in June 1991..
 PN0641
 PN0641.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 PN0641
 PN0641.No superseded survey control is available for this station.
 PN0641
 PN0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ037080(NAD 83)
 PN0641_MARKER: I = METAL ROD
 PN0641_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PN0641_SP_SET: COPPER-CLAD STEEL ROD
 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: 2.44 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 = OCTOBER  7, 2006
 AF9999 ***********************************************************************
 AF9999  DESIGNATION -  167 HELSING GPS
 AF9999  PID         -  AF9999
 AF9999  STATE/COUNTY-  WI/SAWYER
 AF9999  USGS QUAD   -  RADISSON (1972)
 AF9999
 AF9999                         *CURRENT SURVEY CONTROL
 AF9999  ___________________________________________________________________
 AF9999* NAD 83(1997)-  45 49 50.48378(N)    091 10 22.61809(W)     ADJUSTED  
 AF9999* NAVD 88     -       440.6    (meters)    1446.     (feet)  GPS OBS   
 AF9999  ___________________________________________________________________
 AF9999  X           -     -91,136.763 (meters)                     COMP
 AF9999  Y           -  -4,451,191.224 (meters)                     COMP
 AF9999  Z           -   4,552,449.648 (meters)                     COMP
 AF9999  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 AF9999  ELLIP HEIGHT-         410.85  (meters)          (12/26/02) GPS OBS
 AF9999  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 AF9999
 AF9999  HORZ ORDER  -  FIRST
 AF9999  ELLP ORDER  -  THIRD     CLASS II
 AF9999
 AF9999.The horizontal coordinates were established by GPS observations
 AF9999.and adjusted by the National Geodetic Survey in December 2002..
 AF9999
 AF9999.The orthometric height was determined by GPS observations and a
 AF9999.high-resolution geoid model.
 AF9999
 AF9999.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9999
 AF9999.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9999
 AF9999.The ellipsoidal height was determined by GPS observations
 AF9999.and is referenced to NAD 83.
 AF9999
 AF9999.The geoid height was determined by GEOID03.
 AF9999
 AF9999;                    North         East     Units Scale Factor Converg.
 AF9999;SPC WI N     -    74,474.837   508,869.456   MT  0.99996256   -0 50 46.1
 AF9999;SPC WI N     -   244,339.53  1,669,515.87   sFT  0.99996256   -0 50 46.1
 AF9999;UTM  15      - 5,076,859.394   641,902.969   MT  0.99984756   +1 18 38.6
 AF9999
 AF9999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9999!SPC WI N     -   0.99993559  x   0.99996256  =   0.99989816
 AF9999!UTM  15      -   0.99993559  x   0.99984756  =   0.99978316
 AF9999
 AF9999                          SUPERSEDED SURVEY CONTROL
 AF9999
 AF9999  NAD 83(1991)-  45 49 50.48342(N)    091 10 22.61705(W) AD(       ) 1
 AF9999
 AF9999.Superseded values are not recommended for survey control.
 AF9999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9999.See file dsdata.txt to determine how the superseded data were derived.
 AF9999
 AF9999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL4190376859(NAD 83)
 AF9999_MARKER: DD = SURVEY DISK
 AF9999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9999_STAMPING: 167
 AF9999_MARK LOGO: WI-113
 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 SUITABLE FOR
 AF9999+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AF9999
 AF9999  HISTORY     - Date     Condition        Report By
 AF9999  HISTORY     - 1996     MONUMENTED       WI-113
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AG9570 ***********************************************************************
 AG9570  DESIGNATION -  169 TAGALDER GPS
 AG9570  PID         -  AG9570
 AG9570  STATE/COUNTY-  WI/SAWYER
 AG9570  USGS QUAD   -  HAYWARD (1979)
 AG9570
 AG9570                         *CURRENT SURVEY CONTROL
 AG9570  ___________________________________________________________________
 AG9570* NAD 83(1997)-  46 07 01.77969(N)    091 27 13.58024(W)     ADJUSTED  
 AG9570* NAVD 88     -       407.7    (meters)    1338.     (feet)  GPS OBS   
 AG9570  ___________________________________________________________________
 AG9570  X           -    -112,370.689 (meters)                     COMP
 AG9570  Y           -  -4,427,780.432 (meters)                     COMP
 AG9570  Z           -   4,574,557.787 (meters)                     COMP
 AG9570  LAPLACE CORR-         -12.30  (seconds)                    DEFLEC99
 AG9570  ELLIP HEIGHT-         379.43  (meters)          (12/26/02) GPS OBS
 AG9570  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 AG9570
 AG9570  HORZ ORDER  -  FIRST
 AG9570  ELLP ORDER  -  THIRD     CLASS II
 AG9570
 AG9570.The horizontal coordinates were established by GPS observations
 AG9570.and adjusted by the National Geodetic Survey in December 2002..
 AG9570
 AG9570.The orthometric height was determined by GPS observations and a
 AG9570.high-resolution geoid model.
 AG9570
 AG9570.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9570
 AG9570.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9570
 AG9570.The ellipsoidal height was determined by GPS observations
 AG9570.and is referenced to NAD 83.
 AG9570
 AG9570.The geoid height was determined by GEOID03.
 AG9570
 AG9570;                    North         East     Units Scale Factor Converg.
 AG9570;SPC WI N     -   106,670.242   487,636.299   MT  0.99994573   -1 02 55.4
 AG9570;SPC WI N     -   349,967.29  1,599,853.42   sFT  0.99994573   -1 02 55.4
 AG9570;UTM  15      - 5,108,227.104   619,474.491   MT  0.99977547   +1 06 52.5
 AG9570
 AG9570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9570!SPC WI N     -   0.99994052  x   0.99994573  =   0.99988625
 AG9570!UTM  15      -   0.99994052  x   0.99977547  =   0.99971601
 AG9570
 AG9570                          SUPERSEDED SURVEY CONTROL
 AG9570
 AG9570  NAD 83(1991)-  46 07 01.77956(N)    091 27 13.57937(W) AD(       ) 1
 AG9570  ELLIP H (04/30/98)  379.42   (m)                       GP(       ) 3 2
 AG9570
 AG9570.Superseded values are not recommended for survey control.
 AG9570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9570.See file dsdata.txt to determine how the superseded data were derived.
 AG9570
 AG9570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM1947408227(NAD 83)
 AG9570_MARKER: DD = SURVEY DISK
 AG9570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9570_STAMPING: 169
 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 = OCTOBER  7, 2006
 ON0403 ***********************************************************************
 ON0403  DESIGNATION -  17 GHC
 ON0403  PID         -  ON0403
 ON0403  STATE/COUNTY-  WI/CRAWFORD
 ON0403  USGS QUAD   -  FERRYVILLE (1983)
 ON0403
 ON0403                         *CURRENT SURVEY CONTROL
 ON0403  ___________________________________________________________________
 ON0403* NAD 83(1986)-  43 20 54.     (N)    091 05 52.     (W)     SCALED    
 ON0403* NAVD 88     -       193.248  (meters)     634.01   (feet)  ADJUSTED  
 ON0403  ___________________________________________________________________
 ON0403  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 ON0403  DYNAMIC HT  -         193.202 (meters)     633.86  (feet)  COMP
 ON0403  MODELED GRAV-     980,380.6   (mgal)                       NAVD 88
 ON0403
 ON0403  VERT ORDER  -  FIRST     CLASS I
 ON0403
 ON0403.The horizontal coordinates were scaled from a topographic map and have
 ON0403.an estimated accuracy of +/- 6 seconds.
 ON0403
 ON0403.The orthometric height was determined by differential leveling
 ON0403.and adjusted by the National Geodetic Survey in June 1991..
 ON0403
 ON0403.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0403.See file dsdata.txt to determine how the superseded data were derived.
 ON0403
 ON0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ541012(NAD 83)
 ON0403_MARKER: DD = SURVEY DISK
 ON0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0403_STAMPING: 17 GHC 1965 634
 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 = OCTOBER  7, 2006
 AG9557 ***********************************************************************
 AG9557  DESIGNATION -  171 NELSON LAKE GPS
 AG9557  PID         -  AG9557
 AG9557  STATE/COUNTY-  WI/SAWYER
 AG9557  USGS QUAD   -  STANBERRY EAST (1971)
 AG9557
 AG9557                         *CURRENT SURVEY CONTROL
 AG9557  ___________________________________________________________________
 AG9557* NAD 83(1997)-  46 05 59.61762(N)    091 31 00.08271(W)     ADJUSTED  
 AG9557* NAVD 88     -       390.2    (meters)    1280.     (feet)  GPS OBS   
 AG9557  ___________________________________________________________________
 AG9557  X           -    -117,269.126 (meters)                     COMP
 AG9557  Y           -  -4,429,025.100 (meters)                     COMP
 AG9557  Z           -   4,573,214.557 (meters)                     COMP
 AG9557  LAPLACE CORR-         -10.78  (seconds)                    DEFLEC99
 AG9557  ELLIP HEIGHT-         362.08  (meters)          (12/26/02) GPS OBS
 AG9557  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 AG9557
 AG9557  HORZ ORDER  -  FIRST
 AG9557  ELLP ORDER  -  THIRD     CLASS II
 AG9557
 AG9557.The horizontal coordinates were established by GPS observations
 AG9557.and adjusted by the National Geodetic Survey in December 2002..
 AG9557
 AG9557.The orthometric height was determined by GPS observations and a
 AG9557.high-resolution geoid model.
 AG9557
 AG9557.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9557
 AG9557.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9557
 AG9557.The ellipsoidal height was determined by GPS observations
 AG9557.and is referenced to NAD 83.
 AG9557
 AG9557.The geoid height was determined by GEOID03.
 AG9557
 AG9557;                    North         East     Units Scale Factor Converg.
 AG9557;SPC WI N     -   104,842.317   482,737.278   MT  0.99994604   -1 05 38.7
 AG9557;SPC WI N     -   343,970.17  1,583,780.55   sFT  0.99994604   -1 05 38.7
 AG9557;UTM  15      - 5,106,215.925   614,648.813   MT  0.99976158   +1 04 08.1
 AG9557
 AG9557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9557!SPC WI N     -   0.99994324  x   0.99994604  =   0.99988928
 AG9557!UTM  15      -   0.99994324  x   0.99976158  =   0.99970483
 AG9557
 AG9557                          SUPERSEDED SURVEY CONTROL
 AG9557
 AG9557  NAD 83(1991)-  46 05 59.61740(N)    091 31 00.08186(W) AD(       ) 1
 AG9557  ELLIP H (04/30/98)  362.07   (m)                       GP(       ) 3 2
 AG9557
 AG9557.Superseded values are not recommended for survey control.
 AG9557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9557.See file dsdata.txt to determine how the superseded data were derived.
 AG9557
 AG9557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM1464906216(NAD 83)
 AG9557_MARKER: DD = SURVEY DISK
 AG9557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9557_STAMPING: 171
 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 = OCTOBER  7, 2006
 RM0380 ***********************************************************************
 RM0380  DESIGNATION -  18 RSP
 RM0380  PID         -  RM0380
 RM0380  STATE/COUNTY-  WI/SAWYER
 RM0380  USGS QUAD   -  STANBERRY EAST (1971)
 RM0380
 RM0380                         *CURRENT SURVEY CONTROL
 RM0380  ___________________________________________________________________
 RM0380* NAD 83(1986)-  46 03 22.     (N)    091 30 37.     (W)     SCALED    
 RM0380* NAVD 88     -       386.529  (meters)    1268.14   (feet)  ADJUSTED  
 RM0380  ___________________________________________________________________
 RM0380  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 RM0380  DYNAMIC HT  -         386.541 (meters)    1268.18  (feet)  COMP
 RM0380  MODELED GRAV-     980,635.8   (mgal)                       NAVD 88
 RM0380
 RM0380  VERT ORDER  -  FIRST     CLASS II
 RM0380
 RM0380.The horizontal coordinates were scaled from a topographic map and have
 RM0380.an estimated accuracy of +/- 6 seconds.
 RM0380
 RM0380.The orthometric height was determined by differential leveling
 RM0380.and adjusted by the National Geodetic Survey in June 1991..
 RM0380
 RM0380.The geoid height was determined by GEOID03.
 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     -    99,970.      483,140.      MT  (+/- 180 meters Scaled)
 RM0380
 RM0380                          SUPERSEDED SURVEY CONTROL
 RM0380
 RM0380.No superseded survey control is available for this station.
 RM0380
 RM0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM152013(NAD 83)
 RM0380_MARKER: DB = BENCH MARK DISK
 RM0380_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RM0380_SP_SET: COPPER-CLAD STEEL ROD
 RM0380_STAMPING: 18 RSP 1970
 RM0380_PROJECTION: FLUSH
 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 = OCTOBER  7, 2006
 DH5383 ***********************************************************************
 DH5383  DESIGNATION -  19 171E
 DH5383  PID         -  DH5383
 DH5383  STATE/COUNTY-  WI/MONROE
 DH5383  USGS QUAD   -  OAKDALE (1983)
 DH5383
 DH5383                         *CURRENT SURVEY CONTROL
 DH5383  ___________________________________________________________________
 DH5383* NAD 83(1997)-  43 55 47.26152(N)    090 24 43.95942(W)     ADJUSTED  
 DH5383* NAVD 88     -                                                        
 DH5383  ___________________________________________________________________
 DH5383  X           -     -33,102.219 (meters)                     COMP
 DH5383  Y           -  -4,601,005.200 (meters)                     COMP
 DH5383  Z           -   4,402,701.087 (meters)                     COMP
 DH5383  LAPLACE CORR-          -7.77  (seconds)                    DEFLEC99
 DH5383  ELLIP HEIGHT-         322.98  (meters)          (08/01/05) GPS OBS
 DH5383  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 DH5383
 DH5383  HORZ ORDER  -  FIRST
 DH5383  ELLP ORDER  -  SECOND    CLASS I
 DH5383
 DH5383.The horizontal coordinates were established by GPS observations
 DH5383.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5383
 DH5383
 DH5383.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5383
 DH5383.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5383
 DH5383.The ellipsoidal height was determined by GPS observations
 DH5383.and is referenced to NAD 83.
 DH5383
 DH5383.The geoid height was determined by GEOID03.
 DH5383
 DH5383;                    North         East     Units Scale Factor Converg.
 DH5383;SPC WI S     -   214,468.444   566,900.129   MT  0.99997507   -0 16 59.6
 DH5383;SPC WI S     -   703,635.22  1,859,904.84   sFT  0.99997507   -0 16 59.6
 DH5383;UTM  15      - 4,867,330.932   707,720.917   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  =   1.00008007
 DH5383
 DH5383                          SUPERSEDED SURVEY CONTROL
 DH5383
 DH5383.No superseded survey control is available for this station.
 DH5383
 DH5383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0772167331(NAD 83)
 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 - March 05, 2003
 DH5383
 DH5383  HISTORY     - Date     Condition        Report By
 DH5383  HISTORY     - 1997     MONUMENTED       WI-081
 DH5383  HISTORY     - 20030305 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0416 ***********************************************************************
 ON0416  DESIGNATION -  19 GHC
 ON0416  PID         -  ON0416
 ON0416  STATE/COUNTY-  WI/CRAWFORD
 ON0416  USGS QUAD   -  DE SOTO (1983)
 ON0416
 ON0416                         *CURRENT SURVEY CONTROL
 ON0416  ___________________________________________________________________
 ON0416* NAD 83(1986)-  43 23 32.     (N)    091 10 42.     (W)     SCALED    
 ON0416* NAVD 88     -       202.507  (meters)     664.39   (feet)  ADJUSTED  
 ON0416  ___________________________________________________________________
 ON0416  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 ON0416  DYNAMIC HT  -         202.467 (meters)     664.26  (feet)  COMP
 ON0416  MODELED GRAV-     980,416.9   (mgal)                       NAVD 88
 ON0416
 ON0416  VERT ORDER  -  FIRST     CLASS I
 ON0416
 ON0416.The horizontal coordinates were scaled from a topographic map and have
 ON0416.an estimated accuracy of +/- 6 seconds.
 ON0416
 ON0416.The orthometric height was determined by differential leveling
 ON0416.and adjusted by the National Geodetic Survey in June 1991..
 ON0416
 ON0416.The geoid height was determined by GEOID03.
 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     -   155,340.      504,540.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0416.See file dsdata.txt to determine how the superseded data were derived.
 ON0416
 ON0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ475059(NAD 83)
 ON0416_MARKER: DD = SURVEY DISK
 ON0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0416_SP_SET: 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 - April 12, 2003
 ON0416
 ON0416  HISTORY     - Date     Condition        Report By
 ON0416  HISTORY     - 1965     MONUMENTED       USGS
 ON0416  HISTORY     - 1970     GOOD             NGS
 ON0416  HISTORY     - 20030412 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0898 ***********************************************************************
 NH0898  DESIGNATION -  19 MDD
 NH0898  PID         -  NH0898
 NH0898  STATE/COUNTY-  WI/LAFAYETTE
 NH0898  USGS QUAD   -  SOUTH WAYNE (1962)
 NH0898
 NH0898                         *CURRENT SURVEY CONTROL
 NH0898  ___________________________________________________________________
 NH0898* NAD 83(1986)-  42 33 53.     (N)    089 57 56.     (W)     SCALED    
 NH0898* NAVD 88     -       296.045  (meters)     971.27   (feet)  ADJUSTED  
 NH0898  ___________________________________________________________________
 NH0898  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 NH0898  DYNAMIC HT  -         295.951 (meters)     970.97  (feet)  COMP
 NH0898  MODELED GRAV-     980,294.2   (mgal)                       NAVD 88
 NH0898
 NH0898  VERT ORDER  -  THIRD
 NH0898
 NH0898.The horizontal coordinates were scaled from a topographic map and have
 NH0898.an estimated accuracy of +/- 6 seconds.
 NH0898
 NH0898.The orthometric height was determined by differential leveling
 NH0898.and adjusted by the National Geodetic Survey in June 1991..
 NH0898
 NH0898.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0898.See file dsdata.txt to determine how the superseded data were derived.
 NH0898
 NH0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN565167(NAD 83)
 NH0898_MARKER: DB = BENCH MARK DISK
 NH0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0898_SP_SET: CONCRETE POST
 NH0898_STAMPING: 19 MDD 1967
 NH0898_MARK LOGO: USGS-M
 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
 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 = OCTOBER  7, 2006
 ON0256 ***********************************************************************
 ON0256  DESIGNATION -  192
 ON0256  PID         -  ON0256
 ON0256  STATE/COUNTY-  WI/LA CROSSE
 ON0256  USGS QUAD   -  LA CRESCENT (1991)
 ON0256
 ON0256                         *CURRENT SURVEY CONTROL
 ON0256  ___________________________________________________________________
 ON0256* NAD 83(1986)-  43 48 47.     (N)    091 15 00.     (W)     SCALED    
 ON0256* NAVD 88     -       206.992  (meters)     679.11   (feet)  ADJUSTED  
 ON0256  ___________________________________________________________________
 ON0256  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 ON0256  DYNAMIC HT  -         206.955 (meters)     678.98  (feet)  COMP
 ON0256  MODELED GRAV-     980,435.0   (mgal)                       NAVD 88
 ON0256
 ON0256  VERT ORDER  -  FIRST     CLASS II
 ON0256
 ON0256.The horizontal coordinates were scaled from a topographic map and have
 ON0256.an estimated accuracy of +/- 6 seconds.
 ON0256
 ON0256.The orthometric height was determined by differential leveling
 ON0256.and adjusted by the National Geodetic Survey in June 1991..
 ON0256.WARNING-Repeat measurements at this control monument indicate possible
 ON0256.vertical movement.
 ON0256
 ON0256.The geoid height was determined by GEOID03.
 ON0256
 ON0256.The dynamic height is computed by dividing the NAVD 88
 ON0256.geopotential number by the normal gravity value computed on the
 ON0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0256.degrees latitude (g = 980.6199 gals.).
 ON0256
 ON0256.The modeled gravity was interpolated from observed gravity values.
 ON0256
 ON0256;                    North         East    Units  Estimated Accuracy
 ON0256;SPC WI S     -   202,170.      499,440.      MT  (+/- 180 meters Scaled)
 ON0256
 ON0256                          SUPERSEDED SURVEY CONTROL
 ON0256
 ON0256  NGVD 29 (??/??/92)  207.011  (m)          679.17   (f) ADJ UNCH    1 2
 ON0256
 ON0256.Superseded values are not recommended for survey control.
 ON0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0256.See file dsdata.txt to determine how the superseded data were derived.
 ON0256
 ON0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ407525(NAD 83)
 ON0256_MARKER: B = BOLT
 ON0256_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ON0256_SP_SET: STEP
 ON0256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0256
 ON0256  HISTORY     - Date     Condition        Report By
 ON0256  HISTORY     - UNK      MONUMENTED       DOD
 ON0256  HISTORY     - 1970     GOOD             NGS
 ON0256  HISTORY     - 1985     MARK NOT FOUND   NGS
 ON0256
 ON0256                          STATION DESCRIPTION
 ON0256
 ON0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0256'AT LA CROSSE.
 ON0256'AT LA CROSSE, AT THE POST OFFICE BUILDING, 78 1/2 FEET NORTHEAST
 ON0256'OF THE CENTER LINE OF STATE STREET, 53 1/2 FEET SOUTHEAST OF THE
 ON0256'CENTER LINE OF FOURTH STREET, ABOUT 6 1/2 FEET ABOVE THE LEVEL
 ON0256'OF THE STREETS, AND IS A COPPER BOLT LEADED IN THE TOP OF THE
 ON0256'SOUTHWEST END OF THE TOP STEP AT THE MOST SOUTHWESTERLY OF 3
 ON0256'DOORWAYS, AND IS SURROUNDED BY THE LETTERS USPBM CUT IN THE STONE.
 ON0256
 ON0256                          STATION RECOVERY (1985)
 ON0256
 ON0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ON0256'THE POST OFFICE HAS BEEN REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0663 ***********************************************************************
 PN0663  DESIGNATION -  1925 USLS
 PN0663  PID         -  PN0663
 PN0663  STATE/COUNTY-  WI/OUTAGAMIE
 PN0663  USGS QUAD   -  KAUKAUNA (1992)
 PN0663
 PN0663                         *CURRENT SURVEY CONTROL
 PN0663  ___________________________________________________________________
 PN0663* NAD 83(1986)-  44 15 46.     (N)    088 22 27.     (W)     SCALED    
 PN0663* NAVD 88     -       229.841  (meters)     754.07   (feet)  ADJUSTED  
 PN0663  ___________________________________________________________________
 PN0663  GEOID HEIGHT-         -36.24  (meters)                     GEOID03
 PN0663  DYNAMIC HT  -         229.803 (meters)     753.95  (feet)  COMP
 PN0663  MODELED GRAV-     980,448.0   (mgal)                       NAVD 88
 PN0663
 PN0663  VERT ORDER  -  FIRST     CLASS 0
 PN0663
 PN0663.The horizontal coordinates were scaled from a topographic map and have
 PN0663.an estimated accuracy of +/- 6 seconds.
 PN0663
 PN0663.The orthometric height was determined by differential leveling
 PN0663.and adjusted by the National Geodetic Survey in June 1991..
 PN0663
 PN0663.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 PN0663
 PN0663.No superseded survey control is available for this station.
 PN0663
 PN0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ903019(NAD 83)
 PN0663_MARKER: I = METAL ROD
 PN0663_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PN0663_SP_SET: COPPER-CLAD STEEL ROD
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0238 ***********************************************************************
 ON0238  DESIGNATION -  196 BOLT
 ON0238  PID         -  ON0238
 ON0238  STATE/COUNTY-  WI/VERNON
 ON0238  USGS QUAD   -  STODDARD (1983)
 ON0238
 ON0238                         *CURRENT SURVEY CONTROL
 ON0238  ___________________________________________________________________
 ON0238* NAD 83(1986)-  43 43 07.     (N)    091 12 18.     (W)     SCALED    
 ON0238* NAVD 88     -       195.942  (meters)     642.85   (feet)  ADJUSTED  
 ON0238  ___________________________________________________________________
 ON0238  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 ON0238  DYNAMIC HT  -         195.902 (meters)     642.72  (feet)  COMP
 ON0238  MODELED GRAV-     980,411.4   (mgal)                       NAVD 88
 ON0238
 ON0238  VERT ORDER  -  SECOND    CLASS 0
 ON0238
 ON0238.The horizontal coordinates were scaled from a topographic map and have
 ON0238.an estimated accuracy of +/- 6 seconds.
 ON0238
 ON0238.The orthometric height was determined by differential leveling
 ON0238.and adjusted by the National Geodetic Survey in June 1991..
 ON0238
 ON0238.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0238.See file dsdata.txt to determine how the superseded data were derived.
 ON0238
 ON0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ445421(NAD 83)
 ON0238_MARKER: B = BOLT
 ON0238_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ON0238_SP_SET: METAL PIPE DRIVEN INTO GROUND
 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 = OCTOBER  7, 2006
 DF9743 ***********************************************************************
 DF9743  DESIGNATION -  1G01
 DF9743  PID         -  DF9743
 DF9743  STATE/COUNTY-  WI/GREEN
 DF9743  USGS QUAD   -  MONROE (1982)
 DF9743
 DF9743                         *CURRENT SURVEY CONTROL
 DF9743  ___________________________________________________________________
 DF9743* NAD 83(1986)-  42 32 54.     (N)    089 39 08.     (W)     SCALED    
 DF9743* NAVD 88     -       280.183  (meters)     919.23   (feet)  ADJUSTED  
 DF9743  ___________________________________________________________________
 DF9743  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 DF9743  DYNAMIC HT  -         280.094 (meters)     918.94  (feet)  COMP
 DF9743  MODELED GRAV-     980,296.9   (mgal)                       NAVD 88
 DF9743
 DF9743  VERT ORDER  -  SECOND    CLASS I
 DF9743
 DF9743.The horizontal coordinates were scaled from a topographic map and have
 DF9743.an estimated accuracy of +/- 6 seconds.
 DF9743
 DF9743.The orthometric height was determined by differential leveling
 DF9743.and adjusted by the National Geodetic Survey in February 2004..
 DF9743
 DF9743.The geoid height was determined by GEOID03.
 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.      628,570.      MT  (+/- 180 meters Scaled)
 DF9743
 DF9743                          SUPERSEDED SURVEY CONTROL
 DF9743
 DF9743.No superseded survey control is available for this station.
 DF9743
 DF9743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN822140(NAD 83)
 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 - April 20, 2006
 DF9743
 DF9743  HISTORY     - Date     Condition        Report By
 DF9743  HISTORY     - 2001     MONUMENTED       WIDT
 DF9743  HISTORY     - 20040413 GOOD             USPSQD
 DF9743  HISTORY     - 20060420 GOOD             JCLS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9745 ***********************************************************************
 DF9745  DESIGNATION -  1G02
 DF9745  PID         -  DF9745
 DF9745  STATE/COUNTY-  WI/GREEN
 DF9745  USGS QUAD   -  JUDA (1982)
 DF9745
 DF9745                         *CURRENT SURVEY CONTROL
 DF9745  ___________________________________________________________________
 DF9745* NAD 83(1986)-  42 32 52.     (N)    089 36 36.     (W)     SCALED    
 DF9745* NAVD 88     -       288.509  (meters)     946.55   (feet)  ADJUSTED  
 DF9745  ___________________________________________________________________
 DF9745  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 DF9745  DYNAMIC HT  -         288.418 (meters)     946.25  (feet)  COMP
 DF9745  MODELED GRAV-     980,297.1   (mgal)                       NAVD 88
 DF9745
 DF9745  VERT ORDER  -  SECOND    CLASS I
 DF9745
 DF9745.The horizontal coordinates were scaled from a topographic map and have
 DF9745.an estimated accuracy of +/- 6 seconds.
 DF9745
 DF9745.The orthometric height was determined by differential leveling
 DF9745.and adjusted by the National Geodetic Survey in February 2004..
 DF9745.No vertical observational check was made to the station.
 DF9745
 DF9745.The geoid height was determined by GEOID03.
 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     -    60,930.      632,030.      MT  (+/- 180 meters Scaled)
 DF9745
 DF9745                          SUPERSEDED SURVEY CONTROL
 DF9745
 DF9745.No superseded survey control is available for this station.
 DF9745
 DF9745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN857139(NAD 83)
 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 - April 13, 2004
 DF9745
 DF9745  HISTORY     - Date     Condition        Report By
 DF9745  HISTORY     - 20010917 MONUMENTED       WIDT
 DF9745  HISTORY     - 20040413 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9746 ***********************************************************************
 DF9746  DESIGNATION -  1G03
 DF9746  PID         -  DF9746
 DF9746  STATE/COUNTY-  WI/GREEN
 DF9746  USGS QUAD   -  JUDA (1982)
 DF9746
 DF9746                         *CURRENT SURVEY CONTROL
 DF9746  ___________________________________________________________________
 DF9746* NAD 83(1986)-  42 32 50.     (N)    089 35 06.     (W)     SCALED    
 DF9746* NAVD 88     -       265.064  (meters)     869.63   (feet)  ADJUSTED  
 DF9746  ___________________________________________________________________
 DF9746  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 DF9746  DYNAMIC HT  -         264.979 (meters)     869.35  (feet)  COMP
 DF9746  MODELED GRAV-     980,297.3   (mgal)                       NAVD 88
 DF9746
 DF9746  VERT ORDER  -  SECOND    CLASS I
 DF9746
 DF9746.The horizontal coordinates were scaled from a topographic map and have
 DF9746.an estimated accuracy of +/- 6 seconds.
 DF9746
 DF9746.The orthometric height was determined by differential leveling
 DF9746.and adjusted by the National Geodetic Survey in February 2004..
 DF9746.No vertical observational check was made to the station.
 DF9746
 DF9746.The geoid height was determined by GEOID03.
 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     -    60,880.      634,090.      MT  (+/- 180 meters Scaled)
 DF9746
 DF9746                          SUPERSEDED SURVEY CONTROL
 DF9746
 DF9746.No superseded survey control is available for this station.
 DF9746
 DF9746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN877137(NAD 83)
 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 - April 13, 2004
 DF9746
 DF9746  HISTORY     - Date     Condition        Report By
 DF9746  HISTORY     - 2001     MONUMENTED       WIDT
 DF9746  HISTORY     - 20040413 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9748 ***********************************************************************
 DF9748  DESIGNATION -  1G04
 DF9748  PID         -  DF9748
 DF9748  STATE/COUNTY-  WI/GREEN
 DF9748  USGS QUAD   -  JUDA (1982)
 DF9748
 DF9748                         *CURRENT SURVEY CONTROL
 DF9748  ___________________________________________________________________
 DF9748* NAD 83(1986)-  42 32 46.     (N)    089 33 30.     (W)     SCALED    
 DF9748* NAVD 88     -       298.926  (meters)     980.73   (feet)  ADJUSTED  
 DF9748  ___________________________________________________________________
 DF9748  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 DF9748  DYNAMIC HT  -         298.831 (meters)     980.41  (feet)  COMP
 DF9748  MODELED GRAV-     980,297.4   (mgal)                       NAVD 88
 DF9748
 DF9748  VERT ORDER  -  SECOND    CLASS I
 DF9748
 DF9748.The horizontal coordinates were scaled from a topographic map and have
 DF9748.an estimated accuracy of +/- 6 seconds.
 DF9748
 DF9748.The orthometric height was determined by differential leveling
 DF9748.and adjusted by the National Geodetic Survey in February 2004..
 DF9748.No vertical observational check was made to the station.
 DF9748
 DF9748.The geoid height was determined by GEOID03.
 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     -    60,770.      636,280.      MT  (+/- 180 meters Scaled)
 DF9748
 DF9748                          SUPERSEDED SURVEY CONTROL
 DF9748
 DF9748.No superseded survey control is available for this station.
 DF9748
 DF9748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN899135(NAD 83)
 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 - April 13, 2004
 DF9748
 DF9748  HISTORY     - Date     Condition        Report By
 DF9748  HISTORY     - 2001     MONUMENTED       WIDT
 DF9748  HISTORY     - 20040413 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9749 ***********************************************************************
 DF9749  DESIGNATION -  1G05
 DF9749  PID         -  DF9749
 DF9749  STATE/COUNTY-  WI/GREEN
 DF9749  USGS QUAD   -  JUDA (1982)
 DF9749
 DF9749                         *CURRENT SURVEY CONTROL
 DF9749  ___________________________________________________________________
 DF9749* NAD 83(1986)-  42 32 45.     (N)    089 31 47.     (W)     SCALED    
 DF9749* NAVD 88     -       311.514  (meters)    1022.03   (feet)  ADJUSTED  
 DF9749  ___________________________________________________________________
 DF9749  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 DF9749  DYNAMIC HT  -         311.415 (meters)    1021.70  (feet)  COMP
 DF9749  MODELED GRAV-     980,297.5   (mgal)                       NAVD 88
 DF9749
 DF9749  VERT ORDER  -  SECOND    CLASS I
 DF9749
 DF9749.The horizontal coordinates were scaled from a topographic map and have
 DF9749.an estimated accuracy of +/- 6 seconds.
 DF9749
 DF9749.The orthometric height was determined by differential leveling
 DF9749.and adjusted by the National Geodetic Survey in February 2004..
 DF9749.No vertical observational check was made to the station.
 DF9749
 DF9749.The geoid height was determined by GEOID03.
 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.      638,630.      MT  (+/- 180 meters Scaled)
 DF9749
 DF9749                          SUPERSEDED SURVEY CONTROL
 DF9749
 DF9749.No superseded survey control is available for this station.
 DF9749
 DF9749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN922134(NAD 83)
 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 - April 13, 2004
 DF9749
 DF9749  HISTORY     - Date     Condition        Report By
 DF9749  HISTORY     - 2001     MONUMENTED       WIDT
 DF9749  HISTORY     - 20040413 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9750 ***********************************************************************
 DF9750  DESIGNATION -  1G06
 DF9750  PID         -  DF9750
 DF9750  STATE/COUNTY-  WI/GREEN
 DF9750  USGS QUAD   -  JUDA (1982)
 DF9750
 DF9750                         *CURRENT SURVEY CONTROL
 DF9750  ___________________________________________________________________
 DF9750* NAD 83(1986)-  42 32 19.     (N)    089 31 03.     (W)     SCALED    
 DF9750* NAVD 88     -       307.814  (meters)    1009.89   (feet)  ADJUSTED  
 DF9750  ___________________________________________________________________
 DF9750  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 DF9750  DYNAMIC HT  -         307.717 (meters)    1009.57  (feet)  COMP
 DF9750  MODELED GRAV-     980,296.6   (mgal)                       NAVD 88
 DF9750
 DF9750  VERT ORDER  -  SECOND    CLASS I
 DF9750
 DF9750.The horizontal coordinates were scaled from a topographic map and have
 DF9750.an estimated accuracy of +/- 6 seconds.
 DF9750
 DF9750.The orthometric height was determined by differential leveling
 DF9750.and adjusted by the National Geodetic Survey in February 2004..
 DF9750.No vertical observational check was made to the station.
 DF9750
 DF9750.The geoid height was determined by GEOID03.
 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.      639,640.      MT  (+/- 180 meters Scaled)
 DF9750
 DF9750                          SUPERSEDED SURVEY CONTROL
 DF9750
 DF9750.No superseded survey control is available for this station.
 DF9750
 DF9750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN932126(NAD 83)
 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 - April 13, 2004
 DF9750
 DF9750  HISTORY     - Date     Condition        Report By
 DF9750  HISTORY     - 2001     MONUMENTED       WIDT
 DF9750  HISTORY     - 20040413 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9751 ***********************************************************************
 DF9751  DESIGNATION -  1G07
 DF9751  PID         -  DF9751
 DF9751  STATE/COUNTY-  WI/GREEN
 DF9751  USGS QUAD   -  BRODHEAD WEST (1982)
 DF9751
 DF9751                         *CURRENT SURVEY CONTROL
 DF9751  ___________________________________________________________________
 DF9751* NAD 83(1986)-  42 32 17.     (N)    089 29 29.     (W)     SCALED    
 DF9751* NAVD 88     -       294.620  (meters)     966.60   (feet)  ADJUSTED  
 DF9751  ___________________________________________________________________
 DF9751  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 DF9751  DYNAMIC HT  -         294.526 (meters)     966.29  (feet)  COMP
 DF9751  MODELED GRAV-     980,292.4   (mgal)                       NAVD 88
 DF9751
 DF9751  VERT ORDER  -  SECOND    CLASS I
 DF9751
 DF9751.The horizontal coordinates were scaled from a topographic map and have
 DF9751.an estimated accuracy of +/- 6 seconds.
 DF9751
 DF9751.The orthometric height was determined by differential leveling
 DF9751.and adjusted by the National Geodetic Survey in February 2004..
 DF9751.No vertical observational check was made to the station.
 DF9751
 DF9751.The geoid height was determined by GEOID03.
 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     -    59,900.      641,780.      MT  (+/- 180 meters Scaled)
 DF9751
 DF9751                          SUPERSEDED SURVEY CONTROL
 DF9751
 DF9751.No superseded survey control is available for this station.
 DF9751
 DF9751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN954125(NAD 83)
 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 - April 13, 2004
 DF9751
 DF9751  HISTORY     - Date     Condition        Report By
 DF9751  HISTORY     - 2001     MONUMENTED       WIDT
 DF9751  HISTORY     - 20040413 GOOD             USPSQD
 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).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9777 ***********************************************************************
 DF9777  DESIGNATION -  1G42
 DF9777  PID         -  DF9777
 DF9777  STATE/COUNTY-  WI/GREEN
 DF9777  USGS QUAD   -  MONTICELLO (1981)
 DF9777
 DF9777                         *CURRENT SURVEY CONTROL
 DF9777  ___________________________________________________________________
 DF9777* NAD 83(1986)-  42 44 29.     (N)    089 34 50.     (W)     SCALED    
 DF9777* NAVD 88     -       252.191  (meters)     827.40   (feet)  ADJUSTED  
 DF9777  ___________________________________________________________________
 DF9777  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 DF9777  DYNAMIC HT  -         252.116 (meters)     827.15  (feet)  COMP
 DF9777  MODELED GRAV-     980,321.1   (mgal)                       NAVD 88
 DF9777
 DF9777  VERT ORDER  -  SECOND    CLASS I
 DF9777
 DF9777.The horizontal coordinates were scaled from a topographic map and have
 DF9777.an estimated accuracy of +/- 6 seconds.
 DF9777
 DF9777.The orthometric height was determined by differential leveling
 DF9777.and adjusted by the National Geodetic Survey in February 2004..
 DF9777
 DF9777.The geoid height was determined by GEOID03.
 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.      634,350.      MT  (+/- 180 meters Scaled)
 DF9777
 DF9777                          SUPERSEDED SURVEY CONTROL
 DF9777
 DF9777.No superseded survey control is available for this station.
 DF9777
 DF9777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN887353(NAD 83)
 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 - April 13, 2004
 DF9777
 DF9777  HISTORY     - Date     Condition        Report By
 DF9777  HISTORY     - 2001     MONUMENTED       WIDT
 DF9777  HISTORY     - 20040413 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9778 ***********************************************************************
 DF9778  DESIGNATION -  1G43
 DF9778  PID         -  DF9778
 DF9778  STATE/COUNTY-  WI/GREEN
 DF9778  USGS QUAD   -  MONTICELLO (1981)
 DF9778
 DF9778                         *CURRENT SURVEY CONTROL
 DF9778  ___________________________________________________________________
 DF9778* NAD 83(1986)-  42 44 29.     (N)    089 33 24.     (W)     SCALED    
 DF9778* NAVD 88     -       288.473  (meters)     946.43   (feet)  ADJUSTED  
 DF9778  ___________________________________________________________________
 DF9778  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 DF9778  DYNAMIC HT  -         288.389 (meters)     946.16  (feet)  COMP
 DF9778  MODELED GRAV-     980,322.1   (mgal)                       NAVD 88
 DF9778
 DF9778  VERT ORDER  -  SECOND    CLASS I
 DF9778
 DF9778.The horizontal coordinates were scaled from a topographic map and have
 DF9778.an estimated accuracy of +/- 6 seconds.
 DF9778
 DF9778.The orthometric height was determined by differential leveling
 DF9778.and adjusted by the National Geodetic Survey in February 2004..
 DF9778
 DF9778.The geoid height was determined by GEOID03.
 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     -    82,460.      636,300.      MT  (+/- 180 meters Scaled)
 DF9778
 DF9778                          SUPERSEDED SURVEY CONTROL
 DF9778
 DF9778.No superseded survey control is available for this station.
 DF9778
 DF9778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN907352(NAD 83)
 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 - April 13, 2004
 DF9778
 DF9778  HISTORY     - Date     Condition        Report By
 DF9778  HISTORY     - 2001     MONUMENTED       WIDT
 DF9778  HISTORY     - 20040413 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9779 ***********************************************************************
 DF9779  DESIGNATION -  1G44
 DF9779  PID         -  DF9779
 DF9779  STATE/COUNTY-  WI/GREEN
 DF9779  USGS QUAD   -  MONTICELLO (1981)
 DF9779
 DF9779                         *CURRENT SURVEY CONTROL
 DF9779  ___________________________________________________________________
 DF9779* NAD 83(1986)-  42 44 29.     (N)    089 31 58.     (W)     SCALED    
 DF9779* NAVD 88     -       288.726  (meters)     947.26   (feet)  ADJUSTED  
 DF9779  ___________________________________________________________________
 DF9779  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 DF9779  DYNAMIC HT  -         288.642 (meters)     946.99  (feet)  COMP
 DF9779  MODELED GRAV-     980,322.5   (mgal)                       NAVD 88
 DF9779
 DF9779  VERT ORDER  -  SECOND    CLASS I
 DF9779
 DF9779.The horizontal coordinates were scaled from a topographic map and have
 DF9779.an estimated accuracy of +/- 6 seconds.
 DF9779
 DF9779.The orthometric height was determined by differential leveling
 DF9779.and adjusted by the National Geodetic Survey in February 2004..
 DF9779
 DF9779.The geoid height was determined by GEOID03.
 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     -    82,470.      638,260.      MT  (+/- 180 meters Scaled)
 DF9779
 DF9779                          SUPERSEDED SURVEY CONTROL
 DF9779
 DF9779.No superseded survey control is available for this station.
 DF9779
 DF9779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN926352(NAD 83)
 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 - April 13, 2004
 DF9779
 DF9779  HISTORY     - Date     Condition        Report By
 DF9779  HISTORY     - 2001     MONUMENTED       WIDT
 DF9779  HISTORY     - 20040413 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9780 ***********************************************************************
 DF9780  DESIGNATION -  1G45
 DF9780  PID         -  DF9780
 DF9780  STATE/COUNTY-  WI/GREEN
 DF9780  USGS QUAD   -  MONTICELLO (1981)
 DF9780
 DF9780                         *CURRENT SURVEY CONTROL
 DF9780  ___________________________________________________________________
 DF9780* NAD 83(1986)-  42 44 27.     (N)    089 30 28.     (W)     SCALED    
 DF9780* NAVD 88     -       255.389  (meters)     837.89   (feet)  ADJUSTED  
 DF9780  ___________________________________________________________________
 DF9780  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 DF9780  DYNAMIC HT  -         255.314 (meters)     837.64  (feet)  COMP
 DF9780  MODELED GRAV-     980,322.3   (mgal)                       NAVD 88
 DF9780
 DF9780  VERT ORDER  -  SECOND    CLASS I
 DF9780
 DF9780.The horizontal coordinates were scaled from a topographic map and have
 DF9780.an estimated accuracy of +/- 6 seconds.
 DF9780
 DF9780.The orthometric height was determined by differential leveling
 DF9780.and adjusted by the National Geodetic Survey in February 2004..
 DF9780
 DF9780.The geoid height was determined by GEOID03.
 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     -    82,420.      640,300.      MT  (+/- 180 meters Scaled)
 DF9780
 DF9780                          SUPERSEDED SURVEY CONTROL
 DF9780
 DF9780.No superseded survey control is available for this station.
 DF9780
 DF9780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN947350(NAD 83)
 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 - April 13, 2004
 DF9780
 DF9780  HISTORY     - Date     Condition        Report By
 DF9780  HISTORY     - 2001     MONUMENTED       WIDT
 DF9780  HISTORY     - 20040413 GOOD             USPSQD
 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--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9753 ***********************************************************************
 DF9753  DESIGNATION -  1H01
 DF9753  PID         -  DF9753
 DF9753  STATE/COUNTY-  WI/GREEN
 DF9753  USGS QUAD   -  BRODHEAD WEST (1982)
 DF9753
 DF9753                         *CURRENT SURVEY CONTROL
 DF9753  ___________________________________________________________________
 DF9753* NAD 83(1986)-  42 32 41.     (N)    089 26 50.     (W)     SCALED    
 DF9753* NAVD 88     -       248.607  (meters)     815.64   (feet)  ADJUSTED  
 DF9753  ___________________________________________________________________
 DF9753  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 DF9753  DYNAMIC HT  -         248.527 (meters)     815.38  (feet)  COMP
 DF9753  MODELED GRAV-     980,293.6   (mgal)                       NAVD 88
 DF9753
 DF9753  VERT ORDER  -  SECOND    CLASS I
 DF9753
 DF9753.The horizontal coordinates were scaled from a topographic map and have
 DF9753.an estimated accuracy of +/- 6 seconds.
 DF9753
 DF9753.The orthometric height was determined by differential leveling
 DF9753.and adjusted by the National Geodetic Survey in February 2004..
 DF9753.No vertical observational check was made to the station.
 DF9753
 DF9753.The geoid height was determined by GEOID03.
 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     -    60,670.      645,410.      MT  (+/- 180 meters Scaled)
 DF9753
 DF9753                          SUPERSEDED SURVEY CONTROL
 DF9753
 DF9753.No superseded survey control is available for this station.
 DF9753
 DF9753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN990131(NAD 83)
 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 - April 13, 2004
 DF9753
 DF9753  HISTORY     - Date     Condition        Report By
 DF9753  HISTORY     - 2001     MONUMENTED       WIDT
 DF9753  HISTORY     - 20040413 GOOD             USPSQD
 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).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9754 ***********************************************************************
 DF9754  DESIGNATION -  1H02
 DF9754  PID         -  DF9754
 DF9754  STATE/COUNTY-  WI/GREEN
 DF9754  USGS QUAD   -  BRODHEAD WEST (1982)
 DF9754
 DF9754                         *CURRENT SURVEY CONTROL
 DF9754  ___________________________________________________________________
 DF9754* NAD 83(1986)-  42 32 45.     (N)    089 25 32.     (W)     SCALED    
 DF9754* NAVD 88     -       249.330  (meters)     818.01   (feet)  ADJUSTED  
 DF9754  ___________________________________________________________________
 DF9754  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 DF9754  DYNAMIC HT  -         249.250 (meters)     817.75  (feet)  COMP
 DF9754  MODELED GRAV-     980,294.1   (mgal)                       NAVD 88
 DF9754
 DF9754  VERT ORDER  -  SECOND    CLASS I
 DF9754
 DF9754.The horizontal coordinates were scaled from a topographic map and have
 DF9754.an estimated accuracy of +/- 6 seconds.
 DF9754
 DF9754.The orthometric height was determined by differential leveling
 DF9754.and adjusted by the National Geodetic Survey in February 2004..
 DF9754.No vertical observational check was made to the station.
 DF9754
 DF9754.The geoid height was determined by GEOID03.
 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     -    60,800.      647,190.      MT  (+/- 180 meters Scaled)
 DF9754
 DF9754                          SUPERSEDED SURVEY CONTROL
 DF9754
 DF9754.No superseded survey control is available for this station.
 DF9754
 DF9754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN008132(NAD 83)
 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 - April 13, 2004
 DF9754
 DF9754  HISTORY     - Date     Condition        Report By
 DF9754  HISTORY     - 2001     MONUMENTED       WIDT
 DF9754  HISTORY     - 20040413 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9755 ***********************************************************************
 DF9755  DESIGNATION -  1H03
 DF9755  PID         -  DF9755
 DF9755  STATE/COUNTY-  WI/GREEN
 DF9755  USGS QUAD   -  BRODHEAD WEST (1982)
 DF9755
 DF9755                         *CURRENT SURVEY CONTROL
 DF9755  ___________________________________________________________________
 DF9755* NAD 83(1986)-  42 32 39.     (N)    089 24 10.     (W)     SCALED    
 DF9755* NAVD 88     -       269.586  (meters)     884.47   (feet)  ADJUSTED  
 DF9755  ___________________________________________________________________
 DF9755  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 DF9755  DYNAMIC HT  -         269.499 (meters)     884.18  (feet)  COMP
 DF9755  MODELED GRAV-     980,294.6   (mgal)                       NAVD 88
 DF9755
 DF9755  VERT ORDER  -  SECOND    CLASS I
 DF9755
 DF9755.The horizontal coordinates were scaled from a topographic map and have
 DF9755.an estimated accuracy of +/- 6 seconds.
 DF9755
 DF9755.The orthometric height was determined by differential leveling
 DF9755.and adjusted by the National Geodetic Survey in February 2004..
 DF9755.No vertical observational check was made to the station.
 DF9755
 DF9755.The geoid height was determined by GEOID03.
 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     -    60,630.      649,060.      MT  (+/- 180 meters Scaled)
 DF9755
 DF9755                          SUPERSEDED SURVEY CONTROL
 DF9755
 DF9755.No superseded survey control is available for this station.
 DF9755
 DF9755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN027129(NAD 83)
 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 - April 13, 2004
 DF9755
 DF9755  HISTORY     - Date     Condition        Report By
 DF9755  HISTORY     - 2001     MONUMENTED       WIDT
 DF9755  HISTORY     - 20040413 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9756 ***********************************************************************
 DF9756  DESIGNATION -  1H04
 DF9756  PID         -  DF9756
 DF9756  STATE/COUNTY-  WI/GREEN
 DF9756  USGS QUAD   -  BRODHEAD EAST (1971)
 DF9756
 DF9756                         *CURRENT SURVEY CONTROL
 DF9756  ___________________________________________________________________
 DF9756* NAD 83(1986)-  42 32 38.     (N)    089 22 09.     (W)     SCALED    
 DF9756* NAVD 88     -       231.613  (meters)     759.88   (feet)  ADJUSTED  
 DF9756  ___________________________________________________________________
 DF9756  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 DF9756  DYNAMIC HT  -         231.539 (meters)     759.64  (feet)  COMP
 DF9756  MODELED GRAV-     980,296.3   (mgal)                       NAVD 88
 DF9756
 DF9756  VERT ORDER  -  SECOND    CLASS I
 DF9756
 DF9756.The horizontal coordinates were scaled from a topographic map and have
 DF9756.an estimated accuracy of +/- 6 seconds.
 DF9756
 DF9756.The orthometric height was determined by differential leveling
 DF9756.and adjusted by the National Geodetic Survey in February 2004..
 DF9756
 DF9756.The geoid height was determined by GEOID03.
 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     -    60,620.      651,820.      MT  (+/- 180 meters Scaled)
 DF9756
 DF9756                          SUPERSEDED SURVEY CONTROL
 DF9756
 DF9756.No superseded survey control is available for this station.
 DF9756
 DF9756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN054128(NAD 83)
 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 - April 13, 2004
 DF9756
 DF9756  HISTORY     - Date     Condition        Report By
 DF9756  HISTORY     - 2001     MONUMENTED       WIDT
 DF9756  HISTORY     - 20040413 GOOD             USPSQD
 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' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9757 ***********************************************************************
 DF9757  DESIGNATION -  1H05
 DF9757  PID         -  DF9757
 DF9757  STATE/COUNTY-  WI/ROCK
 DF9757  USGS QUAD   -  BRODHEAD EAST (1971)
 DF9757
 DF9757                         *CURRENT SURVEY CONTROL
 DF9757  ___________________________________________________________________
 DF9757* NAD 83(1986)-  42 31 43.     (N)    089 21 57.     (W)     SCALED    
 DF9757* NAVD 88     -       233.367  (meters)     765.64   (feet)  ADJUSTED  
 DF9757  ___________________________________________________________________
 DF9757  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 DF9757  DYNAMIC HT  -         233.293 (meters)     765.40  (feet)  COMP
 DF9757  MODELED GRAV-     980,295.5   (mgal)                       NAVD 88
 DF9757
 DF9757  VERT ORDER  -  SECOND    CLASS I
 DF9757
 DF9757.The horizontal coordinates were scaled from a topographic map and have
 DF9757.an estimated accuracy of +/- 6 seconds.
 DF9757
 DF9757.The orthometric height was determined by differential leveling
 DF9757.and adjusted by the National Geodetic Survey in February 2004..
 DF9757
 DF9757.The geoid height was determined by GEOID03.
 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     -    58,920.      652,110.      MT  (+/- 180 meters Scaled)
 DF9757
 DF9757                          SUPERSEDED SURVEY CONTROL
 DF9757
 DF9757.No superseded survey control is available for this station.
 DF9757
 DF9757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN056111(NAD 83)
 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 - April 16, 2004
 DF9757
 DF9757  HISTORY     - Date     Condition        Report By
 DF9757  HISTORY     - 2001     MONUMENTED       WIDT
 DF9757  HISTORY     - 20040416 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9758 ***********************************************************************
 DF9758  DESIGNATION -  1H06
 DF9758  PID         -  DF9758
 DF9758  STATE/COUNTY-  WI/GREEN
 DF9758  USGS QUAD   -  BRODHEAD EAST (1971)
 DF9758
 DF9758                         *CURRENT SURVEY CONTROL
 DF9758  ___________________________________________________________________
 DF9758* NAD 83(1986)-  42 30 45.     (N)    089 22 14.     (W)     SCALED    
 DF9758* NAVD 88     -       239.445  (meters)     785.58   (feet)  ADJUSTED  
 DF9758  ___________________________________________________________________
 DF9758  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 DF9758  DYNAMIC HT  -         239.368 (meters)     785.33  (feet)  COMP
 DF9758  MODELED GRAV-     980,294.3   (mgal)                       NAVD 88
 DF9758
 DF9758  VERT ORDER  -  SECOND    CLASS I
 DF9758
 DF9758.The horizontal coordinates were scaled from a topographic map and have
 DF9758.an estimated accuracy of +/- 6 seconds.
 DF9758
 DF9758.The orthometric height was determined by differential leveling
 DF9758.and adjusted by the National Geodetic Survey in February 2004..
 DF9758
 DF9758.The geoid height was determined by GEOID03.
 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     -    57,130.      651,730.      MT  (+/- 180 meters Scaled)
 DF9758
 DF9758                          SUPERSEDED SURVEY CONTROL
 DF9758
 DF9758.No superseded survey control is available for this station.
 DF9758
 DF9758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN052094(NAD 83)
 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 - April 16, 2004
 DF9758
 DF9758  HISTORY     - Date     Condition        Report By
 DF9758  HISTORY     - 2001     MONUMENTED       WIDT
 DF9758  HISTORY     - 20040416 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9759 ***********************************************************************
 DF9759  DESIGNATION -  1H07
 DF9759  PID         -  DF9759
 DF9759  STATE/COUNTY-  WI/GREEN
 DF9759  USGS QUAD   -  BRODHEAD EAST (1971)
 DF9759
 DF9759                         *CURRENT SURVEY CONTROL
 DF9759  ___________________________________________________________________
 DF9759* NAD 83(1986)-  42 30 06.     (N)    089 22 14.     (W)     SCALED    
 DF9759* NAVD 88     -       265.059  (meters)     869.61   (feet)  ADJUSTED  
 DF9759  ___________________________________________________________________
 DF9759  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 DF9759  DYNAMIC HT  -         264.974 (meters)     869.34  (feet)  COMP
 DF9759  MODELED GRAV-     980,294.1   (mgal)                       NAVD 88
 DF9759
 DF9759  VERT ORDER  -  SECOND    CLASS I
 DF9759
 DF9759.The horizontal coordinates were scaled from a topographic map and have
 DF9759.an estimated accuracy of +/- 6 seconds.
 DF9759
 DF9759.The orthometric height was determined by differential leveling
 DF9759.and adjusted by the National Geodetic Survey in February 2004..
 DF9759
 DF9759.The geoid height was determined by GEOID03.
 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     -    55,930.      651,740.      MT  (+/- 180 meters Scaled)
 DF9759
 DF9759                          SUPERSEDED SURVEY CONTROL
 DF9759
 DF9759.No superseded survey control is available for this station.
 DF9759
 DF9759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN052082(NAD 83)
 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 SUITABLE FOR
 DF9759+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2004
 DF9759
 DF9759  HISTORY     - Date     Condition        Report By
 DF9759  HISTORY     - 2001     MONUMENTED       WIDT
 DF9759  HISTORY     - 20040416 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9760 ***********************************************************************
 DF9760  DESIGNATION -  1H08
 DF9760  PID         -  DF9760
 DF9760  STATE/COUNTY-  WI/ROCK
 DF9760  USGS QUAD   -  BRODHEAD EAST (1971)
 DF9760
 DF9760                         *CURRENT SURVEY CONTROL
 DF9760  ___________________________________________________________________
 DF9760* NAD 83(1986)-  42 30 00.     (N)    089 20 47.     (W)     SCALED    
 DF9760* NAVD 88     -       266.093  (meters)     873.01   (feet)  ADJUSTED  
 DF9760  ___________________________________________________________________
 DF9760  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 DF9760  DYNAMIC HT  -         266.008 (meters)     872.73  (feet)  COMP
 DF9760  MODELED GRAV-     980,296.4   (mgal)                       NAVD 88
 DF9760
 DF9760  VERT ORDER  -  SECOND    CLASS I
 DF9760
 DF9760.The horizontal coordinates were scaled from a topographic map and have
 DF9760.an estimated accuracy of +/- 6 seconds.
 DF9760
 DF9760.The orthometric height was determined by differential leveling
 DF9760.and adjusted by the National Geodetic Survey in February 2004..
 DF9760
 DF9760.The geoid height was determined by GEOID03.
 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     -    55,760.      653,730.      MT  (+/- 180 meters Scaled)
 DF9760
 DF9760                          SUPERSEDED SURVEY CONTROL
 DF9760
 DF9760.No superseded survey control is available for this station.
 DF9760
 DF9760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN072079(NAD 83)
 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 - April 16, 2004
 DF9760
 DF9760  HISTORY     - Date     Condition        Report By
 DF9760  HISTORY     - 2001     MONUMENTED       WIDT
 DF9760  HISTORY     - 20040416 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9840 ***********************************************************************
 DF9840  DESIGNATION -  1H09
 DF9840  PID         -  DF9840
 DF9840  STATE/COUNTY-  WI/ROCK
 DF9840  USGS QUAD   -  BRODHEAD EAST (1971)
 DF9840
 DF9840                         *CURRENT SURVEY CONTROL
 DF9840  ___________________________________________________________________
 DF9840* NAD 83(1986)-  42 30 13.     (N)    089 18 09.     (W)     SCALED    
 DF9840* NAVD 88     -       227.668  (meters)     746.94   (feet)  ADJUSTED  
 DF9840  ___________________________________________________________________
 DF9840  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 DF9840  DYNAMIC HT  -         227.595 (meters)     746.70  (feet)  COMP
 DF9840  MODELED GRAV-     980,298.5   (mgal)                       NAVD 88
 DF9840
 DF9840  VERT ORDER  -  SECOND    CLASS I
 DF9840
 DF9840.The horizontal coordinates were scaled from a topographic map and have
 DF9840.an estimated accuracy of +/- 6 seconds.
 DF9840
 DF9840.The orthometric height was determined by differential leveling
 DF9840.and adjusted by the National Geodetic Survey in February 2004..
 DF9840
 DF9840.The geoid height was determined by GEOID03.
 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     -    56,190.      657,330.      MT  (+/- 180 meters Scaled)
 DF9840
 DF9840                          SUPERSEDED SURVEY CONTROL
 DF9840
 DF9840.No superseded survey control is available for this station.
 DF9840
 DF9840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN108082(NAD 83)
 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 - April 16, 2004
 DF9840
 DF9840  HISTORY     - Date     Condition        Report By
 DF9840  HISTORY     - 2001     MONUMENTED       WIDT
 DF9840  HISTORY     - 20040416 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9839 ***********************************************************************
 DF9839  DESIGNATION -  1H10
 DF9839  PID         -  DF9839
 DF9839  STATE/COUNTY-  WI/ROCK
 DF9839  USGS QUAD   -  BRODHEAD EAST (1971)
 DF9839
 DF9839                         *CURRENT SURVEY CONTROL
 DF9839  ___________________________________________________________________
 DF9839* NAD 83(1986)-  42 31 15.     (N)    089 18 25.     (W)     SCALED    
 DF9839* NAVD 88     -       230.837  (meters)     757.34   (feet)  ADJUSTED  
 DF9839  ___________________________________________________________________
 DF9839  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 DF9839  DYNAMIC HT  -         230.764 (meters)     757.10  (feet)  COMP
 DF9839  MODELED GRAV-     980,298.6   (mgal)                       NAVD 88
 DF9839
 DF9839  VERT ORDER  -  SECOND    CLASS I
 DF9839
 DF9839.The horizontal coordinates were scaled from a topographic map and have
 DF9839.an estimated accuracy of +/- 6 seconds.
 DF9839
 DF9839.The orthometric height was determined by differential leveling
 DF9839.and adjusted by the National Geodetic Survey in February 2004..
 DF9839
 DF9839.The geoid height was determined by GEOID03.
 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     -    58,100.      656,950.      MT  (+/- 180 meters Scaled)
 DF9839
 DF9839                          SUPERSEDED SURVEY CONTROL
 DF9839
 DF9839.No superseded survey control is available for this station.
 DF9839
 DF9839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN105101(NAD 83)
 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 - April 16, 2004
 DF9839
 DF9839  HISTORY     - Date     Condition        Report By
 DF9839  HISTORY     - 2001     MONUMENTED       WIDT
 DF9839  HISTORY     - 20040416 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9838 ***********************************************************************
 DF9838  DESIGNATION -  1H11
 DF9838  PID         -  DF9838
 DF9838  STATE/COUNTY-  WI/ROCK
 DF9838  USGS QUAD   -  BRODHEAD EAST (1971)
 DF9838
 DF9838                         *CURRENT SURVEY CONTROL
 DF9838  ___________________________________________________________________
 DF9838* NAD 83(1986)-  42 31 54.     (N)    089 17 22.     (W)     SCALED    
 DF9838* NAVD 88     -       232.275  (meters)     762.06   (feet)  ADJUSTED  
 DF9838  ___________________________________________________________________
 DF9838  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 DF9838  DYNAMIC HT  -         232.201 (meters)     761.81  (feet)  COMP
 DF9838  MODELED GRAV-     980,299.3   (mgal)                       NAVD 88
 DF9838
 DF9838  VERT ORDER  -  SECOND    CLASS I
 DF9838
 DF9838.The horizontal coordinates were scaled from a topographic map and have
 DF9838.an estimated accuracy of +/- 6 seconds.
 DF9838
 DF9838.The orthometric height was determined by differential leveling
 DF9838.and adjusted by the National Geodetic Survey in February 2004..
 DF9838
 DF9838.The geoid height was determined by GEOID03.
 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     -    59,310.      658,380.      MT  (+/- 180 meters Scaled)
 DF9838
 DF9838                          SUPERSEDED SURVEY CONTROL
 DF9838
 DF9838.No superseded survey control is available for this station.
 DF9838
 DF9838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN119113(NAD 83)
 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 - April 16, 2004
 DF9838
 DF9838  HISTORY     - Date     Condition        Report By
 DF9838  HISTORY     - 2001     MONUMENTED       WIDT
 DF9838  HISTORY     - 20040416 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9837 ***********************************************************************
 DF9837  DESIGNATION -  1H12
 DF9837  PID         -  DF9837
 DF9837  STATE/COUNTY-  WI/ROCK
 DF9837  USGS QUAD   -  BRODHEAD EAST (1971)
 DF9837
 DF9837                         *CURRENT SURVEY CONTROL
 DF9837  ___________________________________________________________________
 DF9837* NAD 83(1986)-  42 32 32.     (N)    089 16 40.     (W)     SCALED    
 DF9837* NAVD 88     -       252.842  (meters)     829.53   (feet)  ADJUSTED  
 DF9837  ___________________________________________________________________
 DF9837  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 DF9837  DYNAMIC HT  -         252.763 (meters)     829.27  (feet)  COMP
 DF9837  MODELED GRAV-     980,300.1   (mgal)                       NAVD 88
 DF9837
 DF9837  VERT ORDER  -  SECOND    CLASS I
 DF9837
 DF9837.The horizontal coordinates were scaled from a topographic map and have
 DF9837.an estimated accuracy of +/- 6 seconds.
 DF9837
 DF9837.The orthometric height was determined by differential leveling
 DF9837.and adjusted by the National Geodetic Survey in February 2004..
 DF9837
 DF9837.The geoid height was determined by GEOID03.
 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     -    60,490.      659,330.      MT  (+/- 180 meters Scaled)
 DF9837
 DF9837                          SUPERSEDED SURVEY CONTROL
 DF9837
 DF9837.No superseded survey control is available for this station.
 DF9837
 DF9837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN129124(NAD 83)
 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 - April 16, 2004
 DF9837
 DF9837  HISTORY     - Date     Condition        Report By
 DF9837  HISTORY     - 2001     MONUMENTED       WIDT
 DF9837  HISTORY     - 20040416 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9836 ***********************************************************************
 DF9836  DESIGNATION -  1H13
 DF9836  PID         -  DF9836
 DF9836  STATE/COUNTY-  WI/ROCK
 DF9836  USGS QUAD   -  BRODHEAD EAST (1971)
 DF9836
 DF9836                         *CURRENT SURVEY CONTROL
 DF9836  ___________________________________________________________________
 DF9836* NAD 83(1986)-  42 32 34.     (N)    089 15 26.     (W)     SCALED    
 DF9836* NAVD 88     -       262.153  (meters)     860.08   (feet)  ADJUSTED  
 DF9836  ___________________________________________________________________
 DF9836  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 DF9836  DYNAMIC HT  -         262.070 (meters)     859.81  (feet)  COMP
 DF9836  MODELED GRAV-     980,300.5   (mgal)                       NAVD 88
 DF9836
 DF9836  VERT ORDER  -  SECOND    CLASS I
 DF9836
 DF9836.The horizontal coordinates were scaled from a topographic map and have
 DF9836.an estimated accuracy of +/- 6 seconds.
 DF9836
 DF9836.The orthometric height was determined by differential leveling
 DF9836.and adjusted by the National Geodetic Survey in February 2004..
 DF9836
 DF9836.The geoid height was determined by GEOID03.
 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     -    60,570.      661,020.      MT  (+/- 180 meters Scaled)
 DF9836
 DF9836                          SUPERSEDED SURVEY CONTROL
 DF9836
 DF9836.No superseded survey control is available for this station.
 DF9836
 DF9836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN146125(NAD 83)
 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 - April 16, 2004
 DF9836
 DF9836  HISTORY     - Date     Condition        Report By
 DF9836  HISTORY     - 2001     MONUMENTED       WIDT
 DF9836  HISTORY     - 20040416 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9835 ***********************************************************************
 DF9835  DESIGNATION -  1H14
 DF9835  PID         -  DF9835
 DF9835  STATE/COUNTY-  WI/ROCK
 DF9835  USGS QUAD   -  NEWARK (1981)
 DF9835
 DF9835                         *CURRENT SURVEY CONTROL
 DF9835  ___________________________________________________________________
 DF9835* NAD 83(1986)-  42 32 30.     (N)    089 13 12.     (W)     SCALED    
 DF9835* NAVD 88     -       245.645  (meters)     805.92   (feet)  ADJUSTED  
 DF9835  ___________________________________________________________________
 DF9835  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 DF9835  DYNAMIC HT  -         245.567 (meters)     805.66  (feet)  COMP
 DF9835  MODELED GRAV-     980,301.6   (mgal)                       NAVD 88
 DF9835
 DF9835  VERT ORDER  -  SECOND    CLASS I
 DF9835
 DF9835.The horizontal coordinates were scaled from a topographic map and have
 DF9835.an estimated accuracy of +/- 6 seconds.
 DF9835
 DF9835.The orthometric height was determined by differential leveling
 DF9835.and adjusted by the National Geodetic Survey in February 2004..
 DF9835
 DF9835.The geoid height was determined by GEOID03.
 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     -    60,480.      664,080.      MT  (+/- 180 meters Scaled)
 DF9835
 DF9835                          SUPERSEDED SURVEY CONTROL
 DF9835
 DF9835.No superseded survey control is available for this station.
 DF9835
 DF9835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN177123(NAD 83)
 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 - 2001
 DF9835
 DF9835  HISTORY     - Date     Condition        Report By
 DF9835  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9834 ***********************************************************************
 DF9834  DESIGNATION -  1H15
 DF9834  PID         -  DF9834
 DF9834  STATE/COUNTY-  WI/ROCK
 DF9834  USGS QUAD   -  NEWARK (1981)
 DF9834
 DF9834                         *CURRENT SURVEY CONTROL
 DF9834  ___________________________________________________________________
 DF9834* NAD 83(1986)-  42 32 30.     (N)    089 11 40.     (W)     SCALED    
 DF9834* NAVD 88     -       245.263  (meters)     804.67   (feet)  ADJUSTED  
 DF9834  ___________________________________________________________________
 DF9834  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 DF9834  DYNAMIC HT  -         245.186 (meters)     804.41  (feet)  COMP
 DF9834  MODELED GRAV-     980,303.5   (mgal)                       NAVD 88
 DF9834
 DF9834  VERT ORDER  -  SECOND    CLASS I
 DF9834
 DF9834.The horizontal coordinates were scaled from a topographic map and have
 DF9834.an estimated accuracy of +/- 6 seconds.
 DF9834
 DF9834.The orthometric height was determined by differential leveling
 DF9834.and adjusted by the National Geodetic Survey in February 2004..
 DF9834
 DF9834.The geoid height was determined by GEOID03.
 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     -    60,500.      666,170.      MT  (+/- 180 meters Scaled)
 DF9834
 DF9834                          SUPERSEDED SURVEY CONTROL
 DF9834
 DF9834.No superseded survey control is available for this station.
 DF9834
 DF9834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN198122(NAD 83)
 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 - 2001
 DF9834
 DF9834  HISTORY     - Date     Condition        Report By
 DF9834  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9833 ***********************************************************************
 DF9833  DESIGNATION -  1H16
 DF9833  PID         -  DF9833
 DF9833  STATE/COUNTY-  WI/ROCK
 DF9833  USGS QUAD   -  NEWARK (1981)
 DF9833
 DF9833                         *CURRENT SURVEY CONTROL
 DF9833  ___________________________________________________________________
 DF9833* NAD 83(1986)-  42 32 26.     (N)    089 10 07.     (W)     SCALED    
 DF9833* NAVD 88     -       275.896  (meters)     905.17   (feet)  ADJUSTED  
 DF9833  ___________________________________________________________________
 DF9833  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 DF9833  DYNAMIC HT  -         275.810 (meters)     904.89  (feet)  COMP
 DF9833  MODELED GRAV-     980,305.6   (mgal)                       NAVD 88
 DF9833
 DF9833  VERT ORDER  -  SECOND    CLASS I
 DF9833
 DF9833.The horizontal coordinates were scaled from a topographic map and have
 DF9833.an estimated accuracy of +/- 6 seconds.
 DF9833
 DF9833.The orthometric height was determined by differential leveling
 DF9833.and adjusted by the National Geodetic Survey in February 2004..
 DF9833
 DF9833.The geoid height was determined by GEOID03.
 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     -    60,390.      668,300.      MT  (+/- 180 meters Scaled)
 DF9833
 DF9833                          SUPERSEDED SURVEY CONTROL
 DF9833
 DF9833.No superseded survey control is available for this station.
 DF9833
 DF9833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN219120(NAD 83)
 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 - 2001
 DF9833
 DF9833  HISTORY     - Date     Condition        Report By
 DF9833  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9832 ***********************************************************************
 DF9832  DESIGNATION -  1H17
 DF9832  PID         -  DF9832
 DF9832  STATE/COUNTY-  WI/ROCK
 DF9832  USGS QUAD   -  NEWARK (1981)
 DF9832
 DF9832                         *CURRENT SURVEY CONTROL
 DF9832  ___________________________________________________________________
 DF9832* NAD 83(1986)-  42 32 23.     (N)    089 08 59.     (W)     SCALED    
 DF9832* NAVD 88     -       263.141  (meters)     863.32   (feet)  ADJUSTED  
 DF9832  ___________________________________________________________________
 DF9832  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 DF9832  DYNAMIC HT  -         263.060 (meters)     863.06  (feet)  COMP
 DF9832  MODELED GRAV-     980,307.1   (mgal)                       NAVD 88
 DF9832
 DF9832  VERT ORDER  -  SECOND    CLASS I
 DF9832
 DF9832.The horizontal coordinates were scaled from a topographic map and have
 DF9832.an estimated accuracy of +/- 6 seconds.
 DF9832
 DF9832.The orthometric height was determined by differential leveling
 DF9832.and adjusted by the National Geodetic Survey in February 2004..
 DF9832
 DF9832.The geoid height was determined by GEOID03.
 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     -    60,320.      669,850.      MT  (+/- 180 meters Scaled)
 DF9832
 DF9832                          SUPERSEDED SURVEY CONTROL
 DF9832
 DF9832.No superseded survey control is available for this station.
 DF9832
 DF9832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN234119(NAD 83)
 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 - 2001
 DF9832
 DF9832  HISTORY     - Date     Condition        Report By
 DF9832  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9831 ***********************************************************************
 DF9831  DESIGNATION -  1H18
 DF9831  PID         -  DF9831
 DF9831  STATE/COUNTY-  WI/ROCK
 DF9831  USGS QUAD   -  BELOIT (1976)
 DF9831
 DF9831                         *CURRENT SURVEY CONTROL
 DF9831  ___________________________________________________________________
 DF9831* NAD 83(1986)-  42 32 33.     (N)    089 07 29.     (W)     SCALED    
 DF9831* NAVD 88     -       257.095  (meters)     843.49   (feet)  ADJUSTED  
 DF9831  ___________________________________________________________________
 DF9831  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 DF9831  DYNAMIC HT  -         257.016 (meters)     843.23  (feet)  COMP
 DF9831  MODELED GRAV-     980,309.2   (mgal)                       NAVD 88
 DF9831
 DF9831  VERT ORDER  -  SECOND    CLASS I
 DF9831
 DF9831.The horizontal coordinates were scaled from a topographic map and have
 DF9831.an estimated accuracy of +/- 6 seconds.
 DF9831
 DF9831.The orthometric height was determined by differential leveling
 DF9831.and adjusted by the National Geodetic Survey in February 2004..
 DF9831
 DF9831.The geoid height was determined by GEOID03.
 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     -    60,650.      671,900.      MT  (+/- 180 meters Scaled)
 DF9831
 DF9831                          SUPERSEDED SURVEY CONTROL
 DF9831
 DF9831.No superseded survey control is available for this station.
 DF9831
 DF9831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN255122(NAD 83)
 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 - April 20, 2006
 DF9831
 DF9831  HISTORY     - Date     Condition        Report By
 DF9831  HISTORY     - 2001     MONUMENTED       WIDT
 DF9831  HISTORY     - 20060420 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9830 ***********************************************************************
 DF9830  DESIGNATION -  1H19
 DF9830  PID         -  DF9830
 DF9830  STATE/COUNTY-  WI/ROCK
 DF9830  USGS QUAD   -  BELOIT (1976)
 DF9830
 DF9830                         *CURRENT SURVEY CONTROL
 DF9830  ___________________________________________________________________
 DF9830* NAD 83(1986)-  42 32 26.     (N)    089 06 11.     (W)     SCALED    
 DF9830* NAVD 88     -       268.951  (meters)     882.38   (feet)  ADJUSTED  
 DF9830  ___________________________________________________________________
 DF9830  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 DF9830  DYNAMIC HT  -         268.869 (meters)     882.11  (feet)  COMP
 DF9830  MODELED GRAV-     980,310.4   (mgal)                       NAVD 88
 DF9830
 DF9830  VERT ORDER  -  SECOND    CLASS I
 DF9830
 DF9830.The horizontal coordinates were scaled from a topographic map and have
 DF9830.an estimated accuracy of +/- 6 seconds.
 DF9830
 DF9830.The orthometric height was determined by differential leveling
 DF9830.and adjusted by the National Geodetic Survey in February 2004..
 DF9830
 DF9830.The geoid height was determined by GEOID03.
 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     -    60,450.      673,680.      MT  (+/- 180 meters Scaled)
 DF9830
 DF9830                          SUPERSEDED SURVEY CONTROL
 DF9830
 DF9830.No superseded survey control is available for this station.
 DF9830
 DF9830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN273119(NAD 83)
 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 - April 20, 2006
 DF9830
 DF9830  HISTORY     - Date     Condition        Report By
 DF9830  HISTORY     - 2001     MONUMENTED       WIDT
 DF9830  HISTORY     - 20060420 GOOD             JCLS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9829 ***********************************************************************
 DF9829  DESIGNATION -  1H20
 DF9829  PID         -  DF9829
 DF9829  STATE/COUNTY-  WI/ROCK
 DF9829  USGS QUAD   -  BELOIT (1976)
 DF9829
 DF9829                         *CURRENT SURVEY CONTROL
 DF9829  ___________________________________________________________________
 DF9829* NAD 83(1986)-  42 32 24.     (N)    089 04 58.     (W)     SCALED    
 DF9829* NAVD 88     -       252.969  (meters)     829.95   (feet)  ADJUSTED  
 DF9829  ___________________________________________________________________
 DF9829  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 DF9829  DYNAMIC HT  -         252.892 (meters)     829.70  (feet)  COMP
 DF9829  MODELED GRAV-     980,311.4   (mgal)                       NAVD 88
 DF9829
 DF9829  VERT ORDER  -  SECOND    CLASS I
 DF9829
 DF9829.The horizontal coordinates were scaled from a topographic map and have
 DF9829.an estimated accuracy of +/- 6 seconds.
 DF9829
 DF9829.The orthometric height was determined by differential leveling
 DF9829.and adjusted by the National Geodetic Survey in February 2004..
 DF9829
 DF9829.The geoid height was determined by GEOID03.
 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     -    60,410.      675,350.      MT  (+/- 180 meters Scaled)
 DF9829
 DF9829                          SUPERSEDED SURVEY CONTROL
 DF9829
 DF9829.No superseded survey control is available for this station.
 DF9829
 DF9829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN289118(NAD 83)
 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 - 2001
 DF9829
 DF9829  HISTORY     - Date     Condition        Report By
 DF9829  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9828 ***********************************************************************
 DF9828  DESIGNATION -  1H21
 DF9828  PID         -  DF9828
 DF9828  STATE/COUNTY-  WI/ROCK
 DF9828  USGS QUAD   -  BELOIT (1976)
 DF9828
 DF9828                         *CURRENT SURVEY CONTROL
 DF9828  ___________________________________________________________________
 DF9828* NAD 83(1986)-  42 32 23.     (N)    089 03 31.     (W)     SCALED    
 DF9828* NAVD 88     -       242.956  (meters)     797.10   (feet)  ADJUSTED  
 DF9828  ___________________________________________________________________
 DF9828  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 DF9828  DYNAMIC HT  -         242.882 (meters)     796.86  (feet)  COMP
 DF9828  MODELED GRAV-     980,312.4   (mgal)                       NAVD 88
 DF9828
 DF9828  VERT ORDER  -  SECOND    CLASS I
 DF9828
 DF9828.The horizontal coordinates were scaled from a topographic map and have
 DF9828.an estimated accuracy of +/- 6 seconds.
 DF9828
 DF9828.The orthometric height was determined by differential leveling
 DF9828.and adjusted by the National Geodetic Survey in February 2004..
 DF9828
 DF9828.The geoid height was determined by GEOID03.
 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     -    60,400.      677,330.      MT  (+/- 180 meters Scaled)
 DF9828
 DF9828                          SUPERSEDED SURVEY CONTROL
 DF9828
 DF9828.No superseded survey control is available for this station.
 DF9828
 DF9828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN309117(NAD 83)
 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 - 2001
 DF9828
 DF9828  HISTORY     - Date     Condition        Report By
 DF9828  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9827 ***********************************************************************
 DF9827  DESIGNATION -  1H22
 DF9827  PID         -  DF9827
 DF9827  STATE/COUNTY-  WI/ROCK
 DF9827  USGS QUAD   -  BELOIT (1976)
 DF9827
 DF9827                         *CURRENT SURVEY CONTROL
 DF9827  ___________________________________________________________________
 DF9827* NAD 83(1986)-  42 33 31.     (N)    089 03 42.     (W)     SCALED    
 DF9827* NAVD 88     -       267.879  (meters)     878.87   (feet)  ADJUSTED  
 DF9827  ___________________________________________________________________
 DF9827  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 DF9827  DYNAMIC HT  -         267.798 (meters)     878.60  (feet)  COMP
 DF9827  MODELED GRAV-     980,314.4   (mgal)                       NAVD 88
 DF9827
 DF9827  VERT ORDER  -  SECOND    CLASS I
 DF9827
 DF9827.The horizontal coordinates were scaled from a topographic map and have
 DF9827.an estimated accuracy of +/- 6 seconds.
 DF9827
 DF9827.The orthometric height was determined by differential leveling
 DF9827.and adjusted by the National Geodetic Survey in February 2004..
 DF9827
 DF9827.The geoid height was determined by GEOID03.
 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     -    62,490.      677,060.      MT  (+/- 180 meters Scaled)
 DF9827
 DF9827                          SUPERSEDED SURVEY CONTROL
 DF9827
 DF9827.No superseded survey control is available for this station.
 DF9827
 DF9827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN307138(NAD 83)
 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 - 2001
 DF9827
 DF9827  HISTORY     - Date     Condition        Report By
 DF9827  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9825 ***********************************************************************
 DF9825  DESIGNATION -  1H23
 DF9825  PID         -  DF9825
 DF9825  STATE/COUNTY-  WI/ROCK
 DF9825  USGS QUAD   -  BELOIT (1976)
 DF9825
 DF9825                         *CURRENT SURVEY CONTROL
 DF9825  ___________________________________________________________________
 DF9825* NAD 83(1986)-  42 35 01.     (N)    089 03 01.     (W)     SCALED    
 DF9825* NAVD 88     -       241.103  (meters)     791.02   (feet)  ADJUSTED  
 DF9825  ___________________________________________________________________
 DF9825  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 DF9825  DYNAMIC HT  -         241.031 (meters)     790.78  (feet)  COMP
 DF9825  MODELED GRAV-     980,317.5   (mgal)                       NAVD 88
 DF9825
 DF9825  VERT ORDER  -  SECOND    CLASS I
 DF9825
 DF9825.The horizontal coordinates were scaled from a topographic map and have
 DF9825.an estimated accuracy of +/- 6 seconds.
 DF9825
 DF9825.The orthometric height was determined by differential leveling
 DF9825.and adjusted by the National Geodetic Survey in February 2004..
 DF9825
 DF9825.The geoid height was determined by GEOID03.
 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     -    65,280.      677,960.      MT  (+/- 180 meters Scaled)
 DF9825
 DF9825                          SUPERSEDED SURVEY CONTROL
 DF9825
 DF9825.No superseded survey control is available for this station.
 DF9825
 DF9825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN317166(NAD 83)
 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 - 2001
 DF9825
 DF9825  HISTORY     - Date     Condition        Report By
 DF9825  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9824 ***********************************************************************
 DF9824  DESIGNATION -  1H24
 DF9824  PID         -  DF9824
 DF9824  STATE/COUNTY-  WI/ROCK
 DF9824  USGS QUAD   -  BELOIT (1976)
 DF9824
 DF9824                         *CURRENT SURVEY CONTROL
 DF9824  ___________________________________________________________________
 DF9824* NAD 83(1986)-  42 35 03.     (N)    089 01 21.     (W)     SCALED    
 DF9824* NAVD 88     -       232.101  (meters)     761.48   (feet)  ADJUSTED  
 DF9824  ___________________________________________________________________
 DF9824  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 DF9824  DYNAMIC HT  -         232.032 (meters)     761.26  (feet)  COMP
 DF9824  MODELED GRAV-     980,318.1   (mgal)                       NAVD 88
 DF9824
 DF9824  VERT ORDER  -  SECOND    CLASS I
 DF9824
 DF9824.The horizontal coordinates were scaled from a topographic map and have
 DF9824.an estimated accuracy of +/- 6 seconds.
 DF9824
 DF9824.The orthometric height was determined by differential leveling
 DF9824.and adjusted by the National Geodetic Survey in February 2004..
 DF9824
 DF9824.The geoid height was determined by GEOID03.
 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     -    65,370.      680,240.      MT  (+/- 180 meters Scaled)
 DF9824
 DF9824                          SUPERSEDED SURVEY CONTROL
 DF9824
 DF9824.No superseded survey control is available for this station.
 DF9824
 DF9824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN340166(NAD 83)
 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 - 2001
 DF9824
 DF9824  HISTORY     - Date     Condition        Report By
 DF9824  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9782 ***********************************************************************
 DF9782  DESIGNATION -  1H25
 DF9782  PID         -  DF9782
 DF9782  STATE/COUNTY-  WI/GREEN
 DF9782  USGS QUAD   -  ALBANY (1962)
 DF9782
 DF9782                         *CURRENT SURVEY CONTROL
 DF9782  ___________________________________________________________________
 DF9782* NAD 83(1986)-  42 44 29.     (N)    089 27 47.     (W)     SCALED    
 DF9782* NAVD 88     -       248.685  (meters)     815.89   (feet)  ADJUSTED  
 DF9782  ___________________________________________________________________
 DF9782  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 DF9782  DYNAMIC HT  -         248.612 (meters)     815.65  (feet)  COMP
 DF9782  MODELED GRAV-     980,319.3   (mgal)                       NAVD 88
 DF9782
 DF9782  VERT ORDER  -  SECOND    CLASS I
 DF9782
 DF9782.The horizontal coordinates were scaled from a topographic map and have
 DF9782.an estimated accuracy of +/- 6 seconds.
 DF9782
 DF9782.The orthometric height was determined by differential leveling
 DF9782.and adjusted by the National Geodetic Survey in February 2004..
 DF9782
 DF9782.The geoid height was determined by GEOID03.
 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     -    82,500.      643,970.      MT  (+/- 180 meters Scaled)
 DF9782
 DF9782                          SUPERSEDED SURVEY CONTROL
 DF9782
 DF9782.No superseded survey control is available for this station.
 DF9782
 DF9782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN983350(NAD 83)
 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 - April 13, 2004
 DF9782
 DF9782  HISTORY     - Date     Condition        Report By
 DF9782  HISTORY     - 2001     MONUMENTED       WIDT
 DF9782  HISTORY     - 20040413 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9783 ***********************************************************************
 DF9783  DESIGNATION -  1H26
 DF9783  PID         -  DF9783
 DF9783  STATE/COUNTY-  WI/GREEN
 DF9783  USGS QUAD   -  ALBANY (1962)
 DF9783
 DF9783                         *CURRENT SURVEY CONTROL
 DF9783  ___________________________________________________________________
 DF9783* NAD 83(1986)-  42 44 08.     (N)    089 26 51.     (W)     SCALED    
 DF9783* NAVD 88     -       247.598  (meters)     812.33   (feet)  ADJUSTED  
 DF9783  ___________________________________________________________________
 DF9783  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 DF9783  DYNAMIC HT  -         247.524 (meters)     812.09  (feet)  COMP
 DF9783  MODELED GRAV-     980,318.1   (mgal)                       NAVD 88
 DF9783
 DF9783  VERT ORDER  -  SECOND    CLASS I
 DF9783
 DF9783.The horizontal coordinates were scaled from a topographic map and have
 DF9783.an estimated accuracy of +/- 6 seconds.
 DF9783
 DF9783.The orthometric height was determined by differential leveling
 DF9783.and adjusted by the National Geodetic Survey in February 2004..
 DF9783
 DF9783.The geoid height was determined by GEOID03.
 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     -    81,860.      645,240.      MT  (+/- 180 meters Scaled)
 DF9783
 DF9783                          SUPERSEDED SURVEY CONTROL
 DF9783
 DF9783.No superseded survey control is available for this station.
 DF9783
 DF9783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN996343(NAD 83)
 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 - April 13, 2004
 DF9783
 DF9783  HISTORY     - Date     Condition        Report By
 DF9783  HISTORY     - 2001     MONUMENTED       WIDT
 DF9783  HISTORY     - 20040413 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9784 ***********************************************************************
 DF9784  DESIGNATION -  1H27
 DF9784  PID         -  DF9784
 DF9784  STATE/COUNTY-  WI/GREEN
 DF9784  USGS QUAD   -  ALBANY (1962)
 DF9784
 DF9784                         *CURRENT SURVEY CONTROL
 DF9784  ___________________________________________________________________
 DF9784* NAD 83(1986)-  42 44 04.     (N)    089 25 57.     (W)     SCALED    
 DF9784* NAVD 88     -       249.353  (meters)     818.09   (feet)  ADJUSTED  
 DF9784  ___________________________________________________________________
 DF9784  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 DF9784  DYNAMIC HT  -         249.279 (meters)     817.84  (feet)  COMP
 DF9784  MODELED GRAV-     980,317.6   (mgal)                       NAVD 88
 DF9784
 DF9784  VERT ORDER  -  SECOND    CLASS I
 DF9784
 DF9784.The horizontal coordinates were scaled from a topographic map and have
 DF9784.an estimated accuracy of +/- 6 seconds.
 DF9784
 DF9784.The orthometric height was determined by differential leveling
 DF9784.and adjusted by the National Geodetic Survey in February 2004..
 DF9784
 DF9784.The geoid height was determined by GEOID03.
 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     -    81,750.      646,470.      MT  (+/- 180 meters Scaled)
 DF9784
 DF9784                          SUPERSEDED SURVEY CONTROL
 DF9784
 DF9784.No superseded survey control is available for this station.
 DF9784
 DF9784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN008341(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9785 ***********************************************************************
 DF9785  DESIGNATION -  1H28
 DF9785  PID         -  DF9785
 DF9785  STATE/COUNTY-  WI/GREEN
 DF9785  USGS QUAD   -  ALBANY (1962)
 DF9785
 DF9785                         *CURRENT SURVEY CONTROL
 DF9785  ___________________________________________________________________
 DF9785* NAD 83(1986)-  42 44 03.     (N)    089 24 18.     (W)     SCALED    
 DF9785* NAVD 88     -       252.337  (meters)     827.88   (feet)  ADJUSTED  
 DF9785  ___________________________________________________________________
 DF9785  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 DF9785  DYNAMIC HT  -         252.261 (meters)     827.63  (feet)  COMP
 DF9785  MODELED GRAV-     980,317.0   (mgal)                       NAVD 88
 DF9785
 DF9785  VERT ORDER  -  SECOND    CLASS I
 DF9785
 DF9785.The horizontal coordinates were scaled from a topographic map and have
 DF9785.an estimated accuracy of +/- 6 seconds.
 DF9785
 DF9785.The orthometric height was determined by differential leveling
 DF9785.and adjusted by the National Geodetic Survey in February 2004..
 DF9785
 DF9785.The geoid height was determined by GEOID03.
 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     -    81,730.      648,730.      MT  (+/- 180 meters Scaled)
 DF9785
 DF9785                          SUPERSEDED SURVEY CONTROL
 DF9785
 DF9785.No superseded survey control is available for this station.
 DF9785
 DF9785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN031341(NAD 83)
 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 - April 13, 2004
 DF9785
 DF9785  HISTORY     - Date     Condition        Report By
 DF9785  HISTORY     - 2001     MONUMENTED       WIDT
 DF9785  HISTORY     - 20040413 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9786 ***********************************************************************
 DF9786  DESIGNATION -  1H29
 DF9786  PID         -  DF9786
 DF9786  STATE/COUNTY-  WI/ROCK
 DF9786  USGS QUAD   -  ORFORDVILLE (1971)
 DF9786
 DF9786                         *CURRENT SURVEY CONTROL
 DF9786  ___________________________________________________________________
 DF9786* NAD 83(1986)-  42 44 15.     (N)    089 20 41.     (W)     SCALED    
 DF9786* NAVD 88     -       274.608  (meters)     900.94   (feet)  ADJUSTED  
 DF9786  ___________________________________________________________________
 DF9786  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 DF9786  DYNAMIC HT  -         274.527 (meters)     900.68  (feet)  COMP
 DF9786  MODELED GRAV-     980,316.9   (mgal)                       NAVD 88
 DF9786
 DF9786  VERT ORDER  -  SECOND    CLASS I
 DF9786
 DF9786.The horizontal coordinates were scaled from a topographic map and have
 DF9786.an estimated accuracy of +/- 6 seconds.
 DF9786
 DF9786.The orthometric height was determined by differential leveling
 DF9786.and adjusted by the National Geodetic Survey in February 2004..
 DF9786
 DF9786.The geoid height was determined by GEOID03.
 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     -    82,140.      653,660.      MT  (+/- 180 meters Scaled)
 DF9786
 DF9786                          SUPERSEDED SURVEY CONTROL
 DF9786
 DF9786.No superseded survey control is available for this station.
 DF9786
 DF9786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN080343(NAD 83)
 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 - 2001
 DF9786
 DF9786  HISTORY     - Date     Condition        Report By
 DF9786  HISTORY     - 2001     MONUMENTED       WIDT
 DF9786  HISTORY     - 20040411 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9787 ***********************************************************************
 DF9787  DESIGNATION -  1H30
 DF9787  PID         -  DF9787
 DF9787  STATE/COUNTY-  WI/ROCK
 DF9787  USGS QUAD   -  ORFORDVILLE (1971)
 DF9787
 DF9787                         *CURRENT SURVEY CONTROL
 DF9787  ___________________________________________________________________
 DF9787* NAD 83(1986)-  42 44 17.     (N)    089 19 05.     (W)     SCALED    
 DF9787* NAVD 88     -       274.340  (meters)     900.06   (feet)  ADJUSTED  
 DF9787  ___________________________________________________________________
 DF9787  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 DF9787  DYNAMIC HT  -         274.258 (meters)     899.79  (feet)  COMP
 DF9787  MODELED GRAV-     980,317.4   (mgal)                       NAVD 88
 DF9787
 DF9787  VERT ORDER  -  SECOND    CLASS I
 DF9787
 DF9787.The horizontal coordinates were scaled from a topographic map and have
 DF9787.an estimated accuracy of +/- 6 seconds.
 DF9787
 DF9787.The orthometric height was determined by differential leveling
 DF9787.and adjusted by the National Geodetic Survey in February 2004..
 DF9787
 DF9787.The geoid height was determined by GEOID03.
 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     -    82,220.      655,840.      MT  (+/- 180 meters Scaled)
 DF9787
 DF9787                          SUPERSEDED SURVEY CONTROL
 DF9787
 DF9787.No superseded survey control is available for this station.
 DF9787
 DF9787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN102343(NAD 83)
 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 SUITABLE FOR
 DF9787+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2004
 DF9787
 DF9787  HISTORY     - Date     Condition        Report By
 DF9787  HISTORY     - 2001     MONUMENTED       WIDT
 DF9787  HISTORY     - 20040411 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9788 ***********************************************************************
 DF9788  DESIGNATION -  1H31
 DF9788  PID         -  DF9788
 DF9788  STATE/COUNTY-  WI/ROCK
 DF9788  USGS QUAD   -  ORFORDVILLE (1971)
 DF9788
 DF9788                         *CURRENT SURVEY CONTROL
 DF9788  ___________________________________________________________________
 DF9788* NAD 83(1986)-  42 44 32.     (N)    089 17 57.     (W)     SCALED    
 DF9788* NAVD 88     -       268.456  (meters)     880.76   (feet)  ADJUSTED  
 DF9788  ___________________________________________________________________
 DF9788  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 DF9788  DYNAMIC HT  -         268.377 (meters)     880.50  (feet)  COMP
 DF9788  MODELED GRAV-     980,318.2   (mgal)                       NAVD 88
 DF9788
 DF9788  VERT ORDER  -  SECOND    CLASS I
 DF9788
 DF9788.The horizontal coordinates were scaled from a topographic map and have
 DF9788.an estimated accuracy of +/- 6 seconds.
 DF9788
 DF9788.The orthometric height was determined by differential leveling
 DF9788.and adjusted by the National Geodetic Survey in February 2004..
 DF9788
 DF9788.The geoid height was determined by GEOID03.
 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     -    82,700.      657,380.      MT  (+/- 180 meters Scaled)
 DF9788
 DF9788                          SUPERSEDED SURVEY CONTROL
 DF9788
 DF9788.No superseded survey control is available for this station.
 DF9788
 DF9788_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN118347(NAD 83)
 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 - April 11, 2004
 DF9788
 DF9788  HISTORY     - Date     Condition        Report By
 DF9788  HISTORY     - 2001     MONUMENTED       WIDT
 DF9788  HISTORY     - 20040411 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9762 ***********************************************************************
 DF9762  DESIGNATION -  1H45
 DF9762  PID         -  DF9762
 DF9762  STATE/COUNTY-  WI/DANE
 DF9762  USGS QUAD   -  VERONA (1982)
 DF9762
 DF9762                         *CURRENT SURVEY CONTROL
 DF9762  ___________________________________________________________________
 DF9762* NAD 83(1986)-  42 54 33.     (N)    089 35 48.     (W)     SCALED    
 DF9762* NAVD 88     -       282.159  (meters)     925.72   (feet)  ADJUSTED  
 DF9762  ___________________________________________________________________
 DF9762  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 DF9762  DYNAMIC HT  -         282.078 (meters)     925.45  (feet)  COMP
 DF9762  MODELED GRAV-     980,325.1   (mgal)                       NAVD 88
 DF9762
 DF9762  VERT ORDER  -  SECOND    CLASS I
 DF9762
 DF9762.The horizontal coordinates were scaled from a topographic map and have
 DF9762.an estimated accuracy of +/- 6 seconds.
 DF9762
 DF9762.The orthometric height was determined by differential leveling
 DF9762.and adjusted by the National Geodetic Survey in February 2004..
 DF9762
 DF9762.The geoid height was determined by GEOID03.
 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     -   101,080.      632,940.      MT  (+/- 180 meters Scaled)
 DF9762
 DF9762                          SUPERSEDED SURVEY CONTROL
 DF9762
 DF9762.No superseded survey control is available for this station.
 DF9762
 DF9762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN880539(NAD 83)
 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 - 2001
 DF9762
 DF9762  HISTORY     - Date     Condition        Report By
 DF9762  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9763 ***********************************************************************
 DF9763  DESIGNATION -  1H46
 DF9763  PID         -  DF9763
 DF9763  STATE/COUNTY-  WI/DANE
 DF9763  USGS QUAD   -  VERONA (1982)
 DF9763
 DF9763                         *CURRENT SURVEY CONTROL
 DF9763  ___________________________________________________________________
 DF9763* NAD 83(1986)-  42 54 29.     (N)    089 34 17.     (W)     SCALED    
 DF9763* NAVD 88     -       290.914  (meters)     954.44   (feet)  ADJUSTED  
 DF9763  ___________________________________________________________________
 DF9763  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 DF9763  DYNAMIC HT  -         290.832 (meters)     954.17  (feet)  COMP
 DF9763  MODELED GRAV-     980,328.1   (mgal)                       NAVD 88
 DF9763
 DF9763  VERT ORDER  -  SECOND    CLASS I
 DF9763
 DF9763.The horizontal coordinates were scaled from a topographic map and have
 DF9763.an estimated accuracy of +/- 6 seconds.
 DF9763
 DF9763.The orthometric height was determined by differential leveling
 DF9763.and adjusted by the National Geodetic Survey in February 2004..
 DF9763
 DF9763.The geoid height was determined by GEOID03.
 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     -   100,970.      635,000.      MT  (+/- 180 meters Scaled)
 DF9763
 DF9763                          SUPERSEDED SURVEY CONTROL
 DF9763
 DF9763.No superseded survey control is available for this station.
 DF9763
 DF9763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN900538(NAD 83)
 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 - 2001
 DF9763
 DF9763  HISTORY     - Date     Condition        Report By
 DF9763  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9764 ***********************************************************************
 DF9764  DESIGNATION -  1H47
 DF9764  PID         -  DF9764
 DF9764  STATE/COUNTY-  WI/DANE
 DF9764  USGS QUAD   -  VERONA (1982)
 DF9764
 DF9764                         *CURRENT SURVEY CONTROL
 DF9764  ___________________________________________________________________
 DF9764* NAD 83(1986)-  42 54 08.     (N)    089 32 48.     (W)     SCALED    
 DF9764* NAVD 88     -       269.839  (meters)     885.30   (feet)  ADJUSTED  
 DF9764  ___________________________________________________________________
 DF9764  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 DF9764  DYNAMIC HT  -         269.762 (meters)     885.04  (feet)  COMP
 DF9764  MODELED GRAV-     980,331.0   (mgal)                       NAVD 88
 DF9764
 DF9764  VERT ORDER  -  SECOND    CLASS I
 DF9764
 DF9764.The horizontal coordinates were scaled from a topographic map and have
 DF9764.an estimated accuracy of +/- 6 seconds.
 DF9764
 DF9764.The orthometric height was determined by differential leveling
 DF9764.and adjusted by the National Geodetic Survey in February 2004..
 DF9764
 DF9764.The geoid height was determined by GEOID03.
 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     -   100,330.      637,020.      MT  (+/- 180 meters Scaled)
 DF9764
 DF9764                          SUPERSEDED SURVEY CONTROL
 DF9764
 DF9764.No superseded survey control is available for this station.
 DF9764
 DF9764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN920531(NAD 83)
 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 - 2001
 DF9764
 DF9764  HISTORY     - Date     Condition        Report By
 DF9764  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9765 ***********************************************************************
 DF9765  DESIGNATION -  1H48
 DF9765  PID         -  DF9765
 DF9765  STATE/COUNTY-  WI/DANE
 DF9765  USGS QUAD   -  VERONA (1982)
 DF9765
 DF9765                         *CURRENT SURVEY CONTROL
 DF9765  ___________________________________________________________________
 DF9765* NAD 83(1986)-  42 54 00.     (N)    089 31 09.     (W)     SCALED    
 DF9765* NAVD 88     -       270.326  (meters)     886.89   (feet)  ADJUSTED  
 DF9765  ___________________________________________________________________
 DF9765  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 DF9765  DYNAMIC HT  -         270.250 (meters)     886.65  (feet)  COMP
 DF9765  MODELED GRAV-     980,332.4   (mgal)                       NAVD 88
 DF9765
 DF9765  VERT ORDER  -  SECOND    CLASS I
 DF9765
 DF9765.The horizontal coordinates were scaled from a topographic map and have
 DF9765.an estimated accuracy of +/- 6 seconds.
 DF9765
 DF9765.The orthometric height was determined by differential leveling
 DF9765.and adjusted by the National Geodetic Survey in February 2004..
 DF9765
 DF9765.The geoid height was determined by GEOID03.
 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     -   100,100.      639,270.      MT  (+/- 180 meters Scaled)
 DF9765
 DF9765                          SUPERSEDED SURVEY CONTROL
 DF9765
 DF9765.No superseded survey control is available for this station.
 DF9765
 DF9765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN943527(NAD 83)
 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 - 2001
 DF9765
 DF9765  HISTORY     - Date     Condition        Report By
 DF9765  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9767 ***********************************************************************
 DF9767  DESIGNATION -  1H49
 DF9767  PID         -  DF9767
 DF9767  STATE/COUNTY-  WI/DANE
 DF9767  USGS QUAD   -  OREGON (1982)
 DF9767
 DF9767                         *CURRENT SURVEY CONTROL
 DF9767  ___________________________________________________________________
 DF9767* NAD 83(1986)-  42 56 36.     (N)    089 28 26.     (W)     SCALED    
 DF9767* NAVD 88     -       298.518  (meters)     979.39   (feet)  ADJUSTED  
 DF9767  ___________________________________________________________________
 DF9767  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 DF9767  DYNAMIC HT  -         298.434 (meters)     979.11  (feet)  COMP
 DF9767  MODELED GRAV-     980,331.0   (mgal)                       NAVD 88
 DF9767
 DF9767  VERT ORDER  -  SECOND    CLASS I
 DF9767
 DF9767.The horizontal coordinates were scaled from a topographic map and have
 DF9767.an estimated accuracy of +/- 6 seconds.
 DF9767
 DF9767.The orthometric height was determined by differential leveling
 DF9767.and adjusted by the National Geodetic Survey in February 2004..
 DF9767
 DF9767.The geoid height was determined by GEOID03.
 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     -   104,930.      642,940.      MT  (+/- 180 meters Scaled)
 DF9767
 DF9767                          SUPERSEDED SURVEY CONTROL
 DF9767
 DF9767.No superseded survey control is available for this station.
 DF9767
 DF9767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN981574(NAD 83)
 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 - 2001
 DF9767
 DF9767  HISTORY     - Date     Condition        Report By
 DF9767  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9769 ***********************************************************************
 DF9769  DESIGNATION -  1H50
 DF9769  PID         -  DF9769
 DF9769  STATE/COUNTY-  WI/DANE
 DF9769  USGS QUAD   -  OREGON (1982)
 DF9769
 DF9769                         *CURRENT SURVEY CONTROL
 DF9769  ___________________________________________________________________
 DF9769* NAD 83(1986)-  42 57 04.     (N)    089 26 28.     (W)     SCALED    
 DF9769* NAVD 88     -       294.175  (meters)     965.14   (feet)  ADJUSTED  
 DF9769  ___________________________________________________________________
 DF9769  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 DF9769  DYNAMIC HT  -         294.092 (meters)     964.87  (feet)  COMP
 DF9769  MODELED GRAV-     980,332.3   (mgal)                       NAVD 88
 DF9769
 DF9769  VERT ORDER  -  SECOND    CLASS I
 DF9769
 DF9769.The horizontal coordinates were scaled from a topographic map and have
 DF9769.an estimated accuracy of +/- 6 seconds.
 DF9769
 DF9769.The orthometric height was determined by differential leveling
 DF9769.and adjusted by the National Geodetic Survey in February 2004..
 DF9769
 DF9769.The geoid height was determined by GEOID03.
 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     -   105,810.      645,610.      MT  (+/- 180 meters Scaled)
 DF9769
 DF9769                          SUPERSEDED SURVEY CONTROL
 DF9769
 DF9769.No superseded survey control is available for this station.
 DF9769
 DF9769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN008582(NAD 83)
 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 - 2001
 DF9769
 DF9769  HISTORY     - Date     Condition        Report By
 DF9769  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9770 ***********************************************************************
 DF9770  DESIGNATION -  1H51
 DF9770  PID         -  DF9770
 DF9770  STATE/COUNTY-  WI/DANE
 DF9770  USGS QUAD   -  OREGON (1982)
 DF9770
 DF9770                         *CURRENT SURVEY CONTROL
 DF9770  ___________________________________________________________________
 DF9770* NAD 83(1986)-  42 57 04.     (N)    089 25 04.     (W)     SCALED    
 DF9770* NAVD 88     -       291.114  (meters)     955.10   (feet)  ADJUSTED  
 DF9770  ___________________________________________________________________
 DF9770  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 DF9770  DYNAMIC HT  -         291.032 (meters)     954.83  (feet)  COMP
 DF9770  MODELED GRAV-     980,333.4   (mgal)                       NAVD 88
 DF9770
 DF9770  VERT ORDER  -  SECOND    CLASS I
 DF9770
 DF9770.The horizontal coordinates were scaled from a topographic map and have
 DF9770.an estimated accuracy of +/- 6 seconds.
 DF9770
 DF9770.The orthometric height was determined by differential leveling
 DF9770.and adjusted by the National Geodetic Survey in February 2004..
 DF9770
 DF9770.The geoid height was determined by GEOID03.
 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     -   105,830.      647,510.      MT  (+/- 180 meters Scaled)
 DF9770
 DF9770                          SUPERSEDED SURVEY CONTROL
 DF9770
 DF9770.No superseded survey control is available for this station.
 DF9770
 DF9770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN027582(NAD 83)
 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 - 2001
 DF9770
 DF9770  HISTORY     - Date     Condition        Report By
 DF9770  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9927 ***********************************************************************
 DF9927  DESIGNATION -  1H52
 DF9927  PID         -  DF9927
 DF9927  STATE/COUNTY-  WI/DANE
 DF9927  USGS QUAD   -  RUTLAND (1982)
 DF9927
 DF9927                         *CURRENT SURVEY CONTROL
 DF9927  ___________________________________________________________________
 DF9927* NAD 83(1986)-  42 56 08.     (N)    089 21 37.     (W)     SCALED    
 DF9927* NAVD 88     -       286.942  (meters)     941.41   (feet)  ADJUSTED  
 DF9927  ___________________________________________________________________
 DF9927  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 DF9927  DYNAMIC HT  -         286.861 (meters)     941.14  (feet)  COMP
 DF9927  MODELED GRAV-     980,333.6   (mgal)                       NAVD 88
 DF9927
 DF9927  VERT ORDER  -  SECOND    CLASS I
 DF9927
 DF9927.The horizontal coordinates were scaled from a topographic map and have
 DF9927.an estimated accuracy of +/- 6 seconds.
 DF9927
 DF9927.The orthometric height was determined by differential leveling
 DF9927.and adjusted by the National Geodetic Survey in February 2004..
 DF9927
 DF9927.The geoid height was determined by GEOID03.
 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     -   104,130.      652,220.      MT  (+/- 180 meters Scaled)
 DF9927
 DF9927                          SUPERSEDED SURVEY CONTROL
 DF9927
 DF9927.No superseded survey control is available for this station.
 DF9927
 DF9927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN074563(NAD 83)
 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 - 2001
 DF9927
 DF9927  HISTORY     - Date     Condition        Report By
 DF9927  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9926 ***********************************************************************
 DF9926  DESIGNATION -  1H53
 DF9926  PID         -  DF9926
 DF9926  STATE/COUNTY-  WI/DANE
 DF9926  USGS QUAD   -  RUTLAND (1982)
 DF9926
 DF9926                         *CURRENT SURVEY CONTROL
 DF9926  ___________________________________________________________________
 DF9926* NAD 83(1986)-  42 56 01.     (N)    089 20 00.     (W)     SCALED    
 DF9926* NAVD 88     -       282.927  (meters)     928.24   (feet)  ADJUSTED  
 DF9926  ___________________________________________________________________
 DF9926  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 DF9926  DYNAMIC HT  -         282.848 (meters)     927.98  (feet)  COMP
 DF9926  MODELED GRAV-     980,333.6   (mgal)                       NAVD 88
 DF9926
 DF9926  VERT ORDER  -  SECOND    CLASS I
 DF9926
 DF9926.The horizontal coordinates were scaled from a topographic map and have
 DF9926.an estimated accuracy of +/- 6 seconds.
 DF9926
 DF9926.The orthometric height was determined by differential leveling
 DF9926.and adjusted by the National Geodetic Survey in February 2004..
 DF9926
 DF9926.The geoid height was determined by GEOID03.
 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     -   103,930.      654,420.      MT  (+/- 180 meters Scaled)
 DF9926
 DF9926                          SUPERSEDED SURVEY CONTROL
 DF9926
 DF9926.No superseded survey control is available for this station.
 DF9926
 DF9926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN096560(NAD 83)
 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 - 2001
 DF9926
 DF9926  HISTORY     - Date     Condition        Report By
 DF9926  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9924 ***********************************************************************
 DF9924  DESIGNATION -  1H54
 DF9924  PID         -  DF9924
 DF9924  STATE/COUNTY-  WI/DANE
 DF9924  USGS QUAD   -  RUTLAND (1982)
 DF9924
 DF9924                         *CURRENT SURVEY CONTROL
 DF9924  ___________________________________________________________________
 DF9924* NAD 83(1986)-  42 55 56.     (N)    089 17 07.     (W)     SCALED    
 DF9924* NAVD 88     -       284.619  (meters)     933.79   (feet)  ADJUSTED  
 DF9924  ___________________________________________________________________
 DF9924  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 DF9924  DYNAMIC HT  -         284.539 (meters)     933.52  (feet)  COMP
 DF9924  MODELED GRAV-     980,333.8   (mgal)                       NAVD 88
 DF9924
 DF9924  VERT ORDER  -  SECOND    CLASS I
 DF9924
 DF9924.The horizontal coordinates were scaled from a topographic map and have
 DF9924.an estimated accuracy of +/- 6 seconds.
 DF9924
 DF9924.The orthometric height was determined by differential leveling
 DF9924.and adjusted by the National Geodetic Survey in February 2004..
 DF9924
 DF9924.The geoid height was determined by GEOID03.
 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     -   103,810.      658,340.      MT  (+/- 180 meters Scaled)
 DF9924
 DF9924                          SUPERSEDED SURVEY CONTROL
 DF9924
 DF9924.No superseded survey control is available for this station.
 DF9924
 DF9924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN135558(NAD 83)
 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 - 2001
 DF9924
 DF9924  HISTORY     - Date     Condition        Report By
 DF9924  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9923 ***********************************************************************
 DF9923  DESIGNATION -  1H55
 DF9923  PID         -  DF9923
 DF9923  STATE/COUNTY-  WI/DANE
 DF9923  USGS QUAD   -  RUTLAND (1982)
 DF9923
 DF9923                         *CURRENT SURVEY CONTROL
 DF9923  ___________________________________________________________________
 DF9923* NAD 83(1986)-  42 55 56.     (N)    089 15 37.     (W)     SCALED    
 DF9923* NAVD 88     -       284.760  (meters)     934.25   (feet)  ADJUSTED  
 DF9923  ___________________________________________________________________
 DF9923  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 DF9923  DYNAMIC HT  -         284.681 (meters)     933.99  (feet)  COMP
 DF9923  MODELED GRAV-     980,333.9   (mgal)                       NAVD 88
 DF9923
 DF9923  VERT ORDER  -  SECOND    CLASS I
 DF9923
 DF9923.The horizontal coordinates were scaled from a topographic map and have
 DF9923.an estimated accuracy of +/- 6 seconds.
 DF9923
 DF9923.The orthometric height was determined by differential leveling
 DF9923.and adjusted by the National Geodetic Survey in February 2004..
 DF9923
 DF9923.The geoid height was determined by GEOID03.
 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     -   103,830.      660,380.      MT  (+/- 180 meters Scaled)
 DF9923
 DF9923                          SUPERSEDED SURVEY CONTROL
 DF9923
 DF9923.No superseded survey control is available for this station.
 DF9923
 DF9923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN155557(NAD 83)
 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 - October 08, 2005
 DF9923
 DF9923  HISTORY     - Date     Condition        Report By
 DF9923  HISTORY     - 2001     MONUMENTED       WIDT
 DF9923  HISTORY     - 20051008 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9922 ***********************************************************************
 DF9922  DESIGNATION -  1H56
 DF9922  PID         -  DF9922
 DF9922  STATE/COUNTY-  WI/DANE
 DF9922  USGS QUAD   -  STOUGHTON (1982)
 DF9922
 DF9922                         *CURRENT SURVEY CONTROL
 DF9922  ___________________________________________________________________
 DF9922* NAD 83(1986)-  42 56 23.     (N)    089 14 48.     (W)     SCALED    
 DF9922* NAVD 88     -       276.877  (meters)     908.39   (feet)  ADJUSTED  
 DF9922  ___________________________________________________________________
 DF9922  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 DF9922  DYNAMIC HT  -         276.799 (meters)     908.13  (feet)  COMP
 DF9922  MODELED GRAV-     980,334.7   (mgal)                       NAVD 88
 DF9922
 DF9922  VERT ORDER  -  SECOND    CLASS I
 DF9922
 DF9922.The horizontal coordinates were scaled from a topographic map and have
 DF9922.an estimated accuracy of +/- 6 seconds.
 DF9922
 DF9922.The orthometric height was determined by differential leveling
 DF9922.and adjusted by the National Geodetic Survey in February 2004..
 DF9922
 DF9922.The geoid height was determined by GEOID03.
 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     -   104,670.      661,490.      MT  (+/- 180 meters Scaled)
 DF9922
 DF9922                          SUPERSEDED SURVEY CONTROL
 DF9922
 DF9922.No superseded survey control is available for this station.
 DF9922
 DF9922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN166565(NAD 83)
 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 - 2001
 DF9922
 DF9922  HISTORY     - Date     Condition        Report By
 DF9922  HISTORY     - 2001     MONUMENTED       WIDT
 DF9922  HISTORY     - 20041212 MARK NOT FOUND   USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9921 ***********************************************************************
 DF9921  DESIGNATION -  1H57
 DF9921  PID         -  DF9921
 DF9921  STATE/COUNTY-  WI/DANE
 DF9921  USGS QUAD   -  STOUGHTON (1982)
 DF9921
 DF9921                         *CURRENT SURVEY CONTROL
 DF9921  ___________________________________________________________________
 DF9921* NAD 83(1986)-  42 56 25.     (N)    089 13 14.     (W)     SCALED    
 DF9921* NAVD 88     -       262.161  (meters)     860.11   (feet)  ADJUSTED  
 DF9921  ___________________________________________________________________
 DF9921  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 DF9921  DYNAMIC HT  -         262.088 (meters)     859.87  (feet)  COMP
 DF9921  MODELED GRAV-     980,335.0   (mgal)                       NAVD 88
 DF9921
 DF9921  VERT ORDER  -  SECOND    CLASS I
 DF9921
 DF9921.The horizontal coordinates were scaled from a topographic map and have
 DF9921.an estimated accuracy of +/- 6 seconds.
 DF9921
 DF9921.The orthometric height was determined by differential leveling
 DF9921.and adjusted by the National Geodetic Survey in February 2004..
 DF9921
 DF9921.The geoid height was determined by GEOID03.
 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     -   104,750.      663,620.      MT  (+/- 180 meters Scaled)
 DF9921
 DF9921                          SUPERSEDED SURVEY CONTROL
 DF9921
 DF9921.No superseded survey control is available for this station.
 DF9921
 DF9921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN188565(NAD 83)
 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 - December 12, 2004
 DF9921
 DF9921  HISTORY     - Date     Condition        Report By
 DF9921  HISTORY     - 2001     MONUMENTED       WIDT
 DF9921  HISTORY     - 20041212 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9963 ***********************************************************************
 DF9963  DESIGNATION -  1H58
 DF9963  PID         -  DF9963
 DF9963  STATE/COUNTY-  WI/DANE
 DF9963  USGS QUAD   -  STOUGHTON (1982)
 DF9963
 DF9963                         *CURRENT SURVEY CONTROL
 DF9963  ___________________________________________________________________
 DF9963* NAD 83(1986)-  42 56 59.     (N)    089 11 59.     (W)     SCALED    
 DF9963* NAVD 88     -       258.219  (meters)     847.17   (feet)  ADJUSTED  
 DF9963  ___________________________________________________________________
 DF9963  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 DF9963  DYNAMIC HT  -         258.147 (meters)     846.94  (feet)  COMP
 DF9963  MODELED GRAV-     980,336.4   (mgal)                       NAVD 88
 DF9963
 DF9963  VERT ORDER  -  SECOND    CLASS I
 DF9963
 DF9963.The horizontal coordinates were scaled from a topographic map and have
 DF9963.an estimated accuracy of +/- 6 seconds.
 DF9963
 DF9963.The orthometric height was determined by differential leveling
 DF9963.and adjusted by the National Geodetic Survey in February 2004..
 DF9963
 DF9963.The geoid height was determined by GEOID03.
 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     -   105,820.      665,310.      MT  (+/- 180 meters Scaled)
 DF9963
 DF9963                          SUPERSEDED SURVEY CONTROL
 DF9963
 DF9963.No superseded survey control is available for this station.
 DF9963
 DF9963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN205575(NAD 83)
 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 - October 29, 2004
 DF9963
 DF9963  HISTORY     - Date     Condition        Report By
 DF9963  HISTORY     - 2001     MONUMENTED       WIDT
 DF9963  HISTORY     - 20041029 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9919 ***********************************************************************
 DF9919  DESIGNATION -  1H59
 DF9919  PID         -  DF9919
 DF9919  STATE/COUNTY-  WI/DANE
 DF9919  USGS QUAD   -  STOUGHTON (1982)
 DF9919
 DF9919                         *CURRENT SURVEY CONTROL
 DF9919  ___________________________________________________________________
 DF9919* NAD 83(1986)-  42 56 24.     (N)    089 10 16.     (W)     SCALED    
 DF9919* NAVD 88     -       279.889  (meters)     918.27   (feet)  ADJUSTED  
 DF9919  ___________________________________________________________________
 DF9919  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 DF9919  DYNAMIC HT  -         279.812 (meters)     918.02  (feet)  COMP
 DF9919  MODELED GRAV-     980,336.6   (mgal)                       NAVD 88
 DF9919
 DF9919  VERT ORDER  -  SECOND    CLASS I
 DF9919
 DF9919.The horizontal coordinates were scaled from a topographic map and have
 DF9919.an estimated accuracy of +/- 6 seconds.
 DF9919
 DF9919.The orthometric height was determined by differential leveling
 DF9919.and adjusted by the National Geodetic Survey in February 2004..
 DF9919
 DF9919.The geoid height was determined by GEOID03.
 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     -   104,760.      667,650.      MT  (+/- 180 meters Scaled)
 DF9919
 DF9919                          SUPERSEDED SURVEY CONTROL
 DF9919
 DF9919.No superseded survey control is available for this station.
 DF9919
 DF9919_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN228564(NAD 83)
 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 - October 29, 2004
 DF9919
 DF9919  HISTORY     - Date     Condition        Report By
 DF9919  HISTORY     - 2001     MONUMENTED       WIDT
 DF9919  HISTORY     - 20041029 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9918 ***********************************************************************
 DF9918  DESIGNATION -  1H60
 DF9918  PID         -  DF9918
 DF9918  STATE/COUNTY-  WI/DANE
 DF9918  USGS QUAD   -  STOUGHTON (1982)
 DF9918
 DF9918                         *CURRENT SURVEY CONTROL
 DF9918  ___________________________________________________________________
 DF9918* NAD 83(1986)-  42 55 19.     (N)    089 10 17.     (W)     SCALED    
 DF9918* NAVD 88     -       272.252  (meters)     893.21   (feet)  ADJUSTED  
 DF9918  ___________________________________________________________________
 DF9918  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 DF9918  DYNAMIC HT  -         272.176 (meters)     892.96  (feet)  COMP
 DF9918  MODELED GRAV-     980,335.3   (mgal)                       NAVD 88
 DF9918
 DF9918  VERT ORDER  -  SECOND    CLASS I
 DF9918
 DF9918.The horizontal coordinates were scaled from a topographic map and have
 DF9918.an estimated accuracy of +/- 6 seconds.
 DF9918
 DF9918.The orthometric height was determined by differential leveling
 DF9918.and adjusted by the National Geodetic Survey in February 2004..
 DF9918
 DF9918.The geoid height was determined by GEOID03.
 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     -   102,760.      667,650.      MT  (+/- 180 meters Scaled)
 DF9918
 DF9918                          SUPERSEDED SURVEY CONTROL
 DF9918
 DF9918.No superseded survey control is available for this station.
 DF9918
 DF9918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN227544(NAD 83)
 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 - December 16, 2004
 DF9918
 DF9918  HISTORY     - Date     Condition        Report By
 DF9918  HISTORY     - 2001     MONUMENTED       WIDT
 DF9918  HISTORY     - 20041216 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9917 ***********************************************************************
 DF9917  DESIGNATION -  1H61
 DF9917  PID         -  DF9917
 DF9917  STATE/COUNTY-  WI/DANE
 DF9917  USGS QUAD   -  STOUGHTON (1982)
 DF9917
 DF9917                         *CURRENT SURVEY CONTROL
 DF9917  ___________________________________________________________________
 DF9917* NAD 83(1986)-  42 54 15.     (N)    089 10 18.     (W)     SCALED    
 DF9917* NAVD 88     -       266.672  (meters)     874.91   (feet)  ADJUSTED  
 DF9917  ___________________________________________________________________
 DF9917  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 DF9917  DYNAMIC HT  -         266.597 (meters)     874.66  (feet)  COMP
 DF9917  MODELED GRAV-     980,334.1   (mgal)                       NAVD 88
 DF9917
 DF9917  VERT ORDER  -  SECOND    CLASS I
 DF9917
 DF9917.The horizontal coordinates were scaled from a topographic map and have
 DF9917.an estimated accuracy of +/- 6 seconds.
 DF9917
 DF9917.The orthometric height was determined by differential leveling
 DF9917.and adjusted by the National Geodetic Survey in February 2004..
 DF9917
 DF9917.The geoid height was determined by GEOID03.
 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     -   100,780.      667,650.      MT  (+/- 180 meters Scaled)
 DF9917
 DF9917                          SUPERSEDED SURVEY CONTROL
 DF9917
 DF9917.No superseded survey control is available for this station.
 DF9917
 DF9917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN227524(NAD 83)
 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 - December 16, 2004
 DF9917
 DF9917  HISTORY     - Date     Condition        Report By
 DF9917  HISTORY     - 2001     MONUMENTED       WIDT
 DF9917  HISTORY     - 20041216 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9916 ***********************************************************************
 DF9916  DESIGNATION -  1H62
 DF9916  PID         -  DF9916
 DF9916  STATE/COUNTY-  WI/DANE
 DF9916  USGS QUAD   -  STOUGHTON (1982)
 DF9916
 DF9916                         *CURRENT SURVEY CONTROL
 DF9916  ___________________________________________________________________
 DF9916* NAD 83(1986)-  42 53 55.     (N)    089 09 07.     (W)     SCALED    
 DF9916* NAVD 88     -       278.726  (meters)     914.45   (feet)  ADJUSTED  
 DF9916  ___________________________________________________________________
 DF9916  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 DF9916  DYNAMIC HT  -         278.649 (meters)     914.20  (feet)  COMP
 DF9916  MODELED GRAV-     980,334.7   (mgal)                       NAVD 88
 DF9916
 DF9916  VERT ORDER  -  SECOND    CLASS I
 DF9916
 DF9916.The horizontal coordinates were scaled from a topographic map and have
 DF9916.an estimated accuracy of +/- 6 seconds.
 DF9916
 DF9916.The orthometric height was determined by differential leveling
 DF9916.and adjusted by the National Geodetic Survey in February 2004..
 DF9916
 DF9916.The geoid height was determined by GEOID03.
 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     -   100,180.      669,260.      MT  (+/- 180 meters Scaled)
 DF9916
 DF9916                          SUPERSEDED SURVEY CONTROL
 DF9916
 DF9916.No superseded survey control is available for this station.
 DF9916
 DF9916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN243518(NAD 83)
 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 - December 16, 2004
 DF9916
 DF9916  HISTORY     - Date     Condition        Report By
 DF9916  HISTORY     - 2001     MONUMENTED       WIDT
 DF9916  HISTORY     - 20041216 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9914 ***********************************************************************
 DF9914  DESIGNATION -  1H63
 DF9914  PID         -  DF9914
 DF9914  STATE/COUNTY-  WI/DANE
 DF9914  USGS QUAD   -  ROCKDALE (1971)
 DF9914
 DF9914                         *CURRENT SURVEY CONTROL
 DF9914  ___________________________________________________________________
 DF9914* NAD 83(1986)-  42 53 25.     (N)    089 06 46.     (W)     SCALED    
 DF9914* NAVD 88     -       271.006  (meters)     889.13   (feet)  ADJUSTED  
 DF9914  ___________________________________________________________________
 DF9914  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 DF9914  DYNAMIC HT  -         270.931 (meters)     888.88  (feet)  COMP
 DF9914  MODELED GRAV-     980,336.0   (mgal)                       NAVD 88
 DF9914
 DF9914  VERT ORDER  -  SECOND    CLASS I
 DF9914
 DF9914.The horizontal coordinates were scaled from a topographic map and have
 DF9914.an estimated accuracy of +/- 6 seconds.
 DF9914
 DF9914.The orthometric height was determined by differential leveling
 DF9914.and adjusted by the National Geodetic Survey in February 2004..
 DF9914
 DF9914.The geoid height was determined by GEOID03.
 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     -    99,290.      672,470.      MT  (+/- 180 meters Scaled)
 DF9914
 DF9914                          SUPERSEDED SURVEY CONTROL
 DF9914
 DF9914.No superseded survey control is available for this station.
 DF9914
 DF9914_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN274507(NAD 83)
 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 - December 16, 2004
 DF9914
 DF9914  HISTORY     - Date     Condition        Report By
 DF9914  HISTORY     - 2001     MONUMENTED       WIDT
 DF9914  HISTORY     - 20041216 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9913 ***********************************************************************
 DF9913  DESIGNATION -  1H64
 DF9913  PID         -  DF9913
 DF9913  STATE/COUNTY-  WI/DANE
 DF9913  USGS QUAD   -  ROCKDALE (1971)
 DF9913
 DF9913                         *CURRENT SURVEY CONTROL
 DF9913  ___________________________________________________________________
 DF9913* NAD 83(1986)-  42 52 53.     (N)    089 06 10.     (W)     SCALED    
 DF9913* NAVD 88     -       270.473  (meters)     887.38   (feet)  ADJUSTED  
 DF9913  ___________________________________________________________________
 DF9913  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 DF9913  DYNAMIC HT  -         270.398 (meters)     887.13  (feet)  COMP
 DF9913  MODELED GRAV-     980,336.0   (mgal)                       NAVD 88
 DF9913
 DF9913  VERT ORDER  -  SECOND    CLASS I
 DF9913
 DF9913.The horizontal coordinates were scaled from a topographic map and have
 DF9913.an estimated accuracy of +/- 6 seconds.
 DF9913
 DF9913.The orthometric height was determined by differential leveling
 DF9913.and adjusted by the National Geodetic Survey in February 2004..
 DF9913
 DF9913.The geoid height was determined by GEOID03.
 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     -    98,310.      673,300.      MT  (+/- 180 meters Scaled)
 DF9913
 DF9913                          SUPERSEDED SURVEY CONTROL
 DF9913
 DF9913.No superseded survey control is available for this station.
 DF9913
 DF9913_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN282497(NAD 83)
 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 - 2001
 DF9913
 DF9913  HISTORY     - Date     Condition        Report By
 DF9913  HISTORY     - 2001     MONUMENTED       WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9912 ***********************************************************************
 DF9912  DESIGNATION -  1H65
 DF9912  PID         -  DF9912
 DF9912  STATE/COUNTY-  WI/DANE
 DF9912  USGS QUAD   -  ROCKDALE (1971)
 DF9912
 DF9912                         *CURRENT SURVEY CONTROL
 DF9912  ___________________________________________________________________
 DF9912* NAD 83(1986)-  42 52 37.     (N)    089 04 48.     (W)     SCALED    
 DF9912* NAVD 88     -       255.642  (meters)     838.72   (feet)  ADJUSTED  
 DF9912  ___________________________________________________________________
 DF9912  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 DF9912  DYNAMIC HT  -         255.571 (meters)     838.49  (feet)  COMP
 DF9912  MODELED GRAV-     980,336.8   (mgal)                       NAVD 88
 DF9912
 DF9912  VERT ORDER  -  SECOND    CLASS I
 DF9912
 DF9912.The horizontal coordinates were scaled from a topographic map and have
 DF9912.an estimated accuracy of +/- 6 seconds.
 DF9912
 DF9912.The orthometric height was determined by differential leveling
 DF9912.and adjusted by the National Geodetic Survey in February 2004..
 DF9912
 DF9912.The geoid height was determined by GEOID03.
 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     -    97,840.      675,160.      MT  (+/- 180 meters Scaled)
 DF9912
 DF9912                          SUPERSEDED SURVEY CONTROL
 DF9912
 DF9912.No superseded survey control is available for this station.
 DF9912
 DF9912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN301492(NAD 83)
 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 - 2001
 DF9912
 DF9912  HISTORY     - Date     Condition        Report By
 DF9912  HISTORY     - 2001     MONUMENTED       WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9888 ***********************************************************************
 DF9888  DESIGNATION -  1H66
 DF9888  PID         -  DF9888
 DF9888  STATE/COUNTY-  WI/DANE
 DF9888  USGS QUAD   -  EDGERTON (1971)
 DF9888
 DF9888                         *CURRENT SURVEY CONTROL
 DF9888  ___________________________________________________________________
 DF9888* NAD 83(1986)-  42 52 10.     (N)    089 04 13.     (W)     SCALED    
 DF9888* NAVD 88     -       254.177  (meters)     833.91   (feet)  ADJUSTED  
 DF9888  ___________________________________________________________________
 DF9888  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 DF9888  DYNAMIC HT  -         254.107 (meters)     833.68  (feet)  COMP
 DF9888  MODELED GRAV-     980,336.8   (mgal)                       NAVD 88
 DF9888
 DF9888  VERT ORDER  -  SECOND    CLASS I
 DF9888
 DF9888.The horizontal coordinates were scaled from a topographic map and have
 DF9888.an estimated accuracy of +/- 6 seconds.
 DF9888
 DF9888.The orthometric height was determined by differential leveling
 DF9888.and adjusted by the National Geodetic Survey in February 2004..
 DF9888
 DF9888.The geoid height was determined by GEOID03.
 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     -    97,010.      675,970.      MT  (+/- 180 meters Scaled)
 DF9888
 DF9888                          SUPERSEDED SURVEY CONTROL
 DF9888
 DF9888.No superseded survey control is available for this station.
 DF9888
 DF9888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN308483(NAD 83)
 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 - 2001
 DF9888
 DF9888  HISTORY     - Date     Condition        Report By
 DF9888  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9889 ***********************************************************************
 DF9889  DESIGNATION -  1H67
 DF9889  PID         -  DF9889
 DF9889  STATE/COUNTY-  WI/DANE
 DF9889  USGS QUAD   -  EDGERTON (1971)
 DF9889
 DF9889                         *CURRENT SURVEY CONTROL
 DF9889  ___________________________________________________________________
 DF9889* NAD 83(1986)-  42 51 22.     (N)    089 04 01.     (W)     SCALED    
 DF9889* NAVD 88     -       264.547  (meters)     867.93   (feet)  ADJUSTED  
 DF9889  ___________________________________________________________________
 DF9889  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 DF9889  DYNAMIC HT  -         264.474 (meters)     867.70  (feet)  COMP
 DF9889  MODELED GRAV-     980,336.2   (mgal)                       NAVD 88
 DF9889
 DF9889  VERT ORDER  -  SECOND    CLASS I
 DF9889
 DF9889.The horizontal coordinates were scaled from a topographic map and have
 DF9889.an estimated accuracy of +/- 6 seconds.
 DF9889
 DF9889.The orthometric height was determined by differential leveling
 DF9889.and adjusted by the National Geodetic Survey in February 2004..
 DF9889
 DF9889.The geoid height was determined by GEOID03.
 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     -    95,530.      676,260.      MT  (+/- 180 meters Scaled)
 DF9889
 DF9889                          SUPERSEDED SURVEY CONTROL
 DF9889
 DF9889.No superseded survey control is available for this station.
 DF9889
 DF9889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN311469(NAD 83)
 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 SUITABLE FOR
 DF9889+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9889
 DF9889  HISTORY     - Date     Condition        Report By
 DF9889  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9890 ***********************************************************************
 DF9890  DESIGNATION -  1H68
 DF9890  PID         -  DF9890
 DF9890  STATE/COUNTY-  WI/ROCK
 DF9890  USGS QUAD   -  EDGERTON (1971)
 DF9890
 DF9890                         *CURRENT SURVEY CONTROL
 DF9890  ___________________________________________________________________
 DF9890* NAD 83(1986)-  42 50 26.     (N)    089 04 10.     (W)     SCALED    
 DF9890* NAVD 88     -       249.261  (meters)     817.78   (feet)  ADJUSTED  
 DF9890  ___________________________________________________________________
 DF9890  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 DF9890  DYNAMIC HT  -         249.191 (meters)     817.55  (feet)  COMP
 DF9890  MODELED GRAV-     980,335.2   (mgal)                       NAVD 88
 DF9890
 DF9890  VERT ORDER  -  SECOND    CLASS I
 DF9890
 DF9890.The horizontal coordinates were scaled from a topographic map and have
 DF9890.an estimated accuracy of +/- 6 seconds.
 DF9890
 DF9890.The orthometric height was determined by differential leveling
 DF9890.and adjusted by the National Geodetic Survey in February 2004..
 DF9890
 DF9890.The geoid height was determined by GEOID03.
 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     -    93,800.      676,070.      MT  (+/- 180 meters Scaled)
 DF9890
 DF9890                          SUPERSEDED SURVEY CONTROL
 DF9890
 DF9890.No superseded survey control is available for this station.
 DF9890
 DF9890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN308451(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9676 ***********************************************************************
 DF9676  DESIGNATION -  1J01
 DF9676  PID         -  DF9676
 DF9676  STATE/COUNTY-  WI/ROCK
 DF9676  USGS QUAD   -  SHOPIERE (1976)
 DF9676
 DF9676                         *CURRENT SURVEY CONTROL
 DF9676  ___________________________________________________________________
 DF9676* NAD 83(1986)-  42 36 18.     (N)    088 57 14.     (W)     SCALED    
 DF9676* NAVD 88     -       265.695  (meters)     871.70   (feet)  ADJUSTED  
 DF9676  ___________________________________________________________________
 DF9676  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 DF9676  DYNAMIC HT  -         265.616 (meters)     871.44  (feet)  COMP
 DF9676  MODELED GRAV-     980,318.5   (mgal)                       NAVD 88
 DF9676
 DF9676  VERT ORDER  -  SECOND    CLASS I
 DF9676
 DF9676.The horizontal coordinates were scaled from a topographic map and have
 DF9676.an estimated accuracy of +/- 6 seconds.
 DF9676
 DF9676.The orthometric height was determined by differential leveling
 DF9676.and adjusted by the National Geodetic Survey in February 2004..
 DF9676
 DF9676.The geoid height was determined by GEOID03.
 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     -    67,750.      685,850.      MT  (+/- 180 meters Scaled)
 DF9676
 DF9676                          SUPERSEDED SURVEY CONTROL
 DF9676
 DF9676.No superseded survey control is available for this station.
 DF9676
 DF9676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN397188(NAD 83)
 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 - 2001
 DF9676
 DF9676  HISTORY     - Date     Condition        Report By
 DF9676  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9675 ***********************************************************************
 DF9675  DESIGNATION -  1J02
 DF9675  PID         -  DF9675
 DF9675  STATE/COUNTY-  WI/ROCK
 DF9675  USGS QUAD   -  SHOPIERE (1976)
 DF9675
 DF9675                         *CURRENT SURVEY CONTROL
 DF9675  ___________________________________________________________________
 DF9675* NAD 83(1986)-  42 36 18.     (N)    088 56 05.     (W)     SCALED    
 DF9675* NAVD 88     -       261.000  (meters)     856.30   (feet)  ADJUSTED  
 DF9675  ___________________________________________________________________
 DF9675  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 DF9675  DYNAMIC HT  -         260.923 (meters)     856.04  (feet)  COMP
 DF9675  MODELED GRAV-     980,317.8   (mgal)                       NAVD 88
 DF9675
 DF9675  VERT ORDER  -  SECOND    CLASS I
 DF9675
 DF9675.The horizontal coordinates were scaled from a topographic map and have
 DF9675.an estimated accuracy of +/- 6 seconds.
 DF9675
 DF9675.The orthometric height was determined by differential leveling
 DF9675.and adjusted by the National Geodetic Survey in February 2004..
 DF9675
 DF9675.The geoid height was determined by GEOID03.
 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     -    67,770.      687,420.      MT  (+/- 180 meters Scaled)
 DF9675
 DF9675                          SUPERSEDED SURVEY CONTROL
 DF9675
 DF9675.No superseded survey control is available for this station.
 DF9675
 DF9675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN412187(NAD 83)
 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 - 2001
 DF9675
 DF9675  HISTORY     - Date     Condition        Report By
 DF9675  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9674 ***********************************************************************
 DF9674  DESIGNATION -  1J03
 DF9674  PID         -  DF9674
 DF9674  STATE/COUNTY-  WI/ROCK
 DF9674  USGS QUAD   -  SHOPIERE (1976)
 DF9674
 DF9674                         *CURRENT SURVEY CONTROL
 DF9674  ___________________________________________________________________
 DF9674* NAD 83(1986)-  42 35 59.     (N)    088 54 56.     (W)     SCALED    
 DF9674* NAVD 88     -       258.914  (meters)     849.45   (feet)  ADJUSTED  
 DF9674  ___________________________________________________________________
 DF9674  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 DF9674  DYNAMIC HT  -         258.837 (meters)     849.20  (feet)  COMP
 DF9674  MODELED GRAV-     980,316.4   (mgal)                       NAVD 88
 DF9674
 DF9674  VERT ORDER  -  SECOND    CLASS I
 DF9674
 DF9674.The horizontal coordinates were scaled from a topographic map and have
 DF9674.an estimated accuracy of +/- 6 seconds.
 DF9674
 DF9674.The orthometric height was determined by differential leveling
 DF9674.and adjusted by the National Geodetic Survey in February 2004..
 DF9674
 DF9674.The geoid height was determined by GEOID03.
 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     -    67,200.      689,000.      MT  (+/- 180 meters Scaled)
 DF9674
 DF9674                          SUPERSEDED SURVEY CONTROL
 DF9674
 DF9674.No superseded survey control is available for this station.
 DF9674
 DF9674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN428181(NAD 83)
 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 - 2001
 DF9674
 DF9674  HISTORY     - Date     Condition        Report By
 DF9674  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9673 ***********************************************************************
 DF9673  DESIGNATION -  1J04
 DF9673  PID         -  DF9673
 DF9673  STATE/COUNTY-  WI/ROCK
 DF9673  USGS QUAD   -  SHOPIERE (1976)
 DF9673
 DF9673                         *CURRENT SURVEY CONTROL
 DF9673  ___________________________________________________________________
 DF9673* NAD 83(1986)-  42 35 35.     (N)    088 54 29.     (W)     SCALED    
 DF9673* NAVD 88     -       248.476  (meters)     815.21   (feet)  ADJUSTED  
 DF9673  ___________________________________________________________________
 DF9673  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 DF9673  DYNAMIC HT  -         248.401 (meters)     814.96  (feet)  COMP
 DF9673  MODELED GRAV-     980,315.3   (mgal)                       NAVD 88
 DF9673
 DF9673  VERT ORDER  -  SECOND    CLASS I
 DF9673
 DF9673.The horizontal coordinates were scaled from a topographic map and have
 DF9673.an estimated accuracy of +/- 6 seconds.
 DF9673
 DF9673.The orthometric height was determined by differential leveling
 DF9673.and adjusted by the National Geodetic Survey in February 2004..
 DF9673
 DF9673.The geoid height was determined by GEOID03.
 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     -    66,470.      689,620.      MT  (+/- 180 meters Scaled)
 DF9673
 DF9673                          SUPERSEDED SURVEY CONTROL
 DF9673
 DF9673.No superseded survey control is available for this station.
 DF9673
 DF9673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN434173(NAD 83)
 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 SUITABLE FOR
 DF9673+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9673
 DF9673  HISTORY     - Date     Condition        Report By
 DF9673  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9672 ***********************************************************************
 DF9672  DESIGNATION -  1J05
 DF9672  PID         -  DF9672
 DF9672  STATE/COUNTY-  WI/ROCK
 DF9672  USGS QUAD   -  SHOPIERE (1976)
 DF9672
 DF9672                         *CURRENT SURVEY CONTROL
 DF9672  ___________________________________________________________________
 DF9672* NAD 83(1986)-  42 35 43.     (N)    088 53 07.     (W)     SCALED    
 DF9672* NAVD 88     -       253.576  (meters)     831.94   (feet)  ADJUSTED  
 DF9672  ___________________________________________________________________
 DF9672  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 DF9672  DYNAMIC HT  -         253.500 (meters)     831.69  (feet)  COMP
 DF9672  MODELED GRAV-     980,314.6   (mgal)                       NAVD 88
 DF9672
 DF9672  VERT ORDER  -  SECOND    CLASS I
 DF9672
 DF9672.The horizontal coordinates were scaled from a topographic map and have
 DF9672.an estimated accuracy of +/- 6 seconds.
 DF9672
 DF9672.The orthometric height was determined by differential leveling
 DF9672.and adjusted by the National Geodetic Survey in February 2004..
 DF9672
 DF9672.The geoid height was determined by GEOID03.
 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     -    66,740.      691,490.      MT  (+/- 180 meters Scaled)
 DF9672
 DF9672                          SUPERSEDED SURVEY CONTROL
 DF9672
 DF9672.No superseded survey control is available for this station.
 DF9672
 DF9672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN453175(NAD 83)
 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 - 2001
 DF9672
 DF9672  HISTORY     - Date     Condition        Report By
 DF9672  HISTORY     - 2001     MONUMENTED       WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9671 ***********************************************************************
 DF9671  DESIGNATION -  1J06
 DF9671  PID         -  DF9671
 DF9671  STATE/COUNTY-  WI/ROCK
 DF9671  USGS QUAD   -  CLINTON (1976)
 DF9671
 DF9671                         *CURRENT SURVEY CONTROL
 DF9671  ___________________________________________________________________
 DF9671* NAD 83(1986)-  42 35 58.     (N)    088 51 47.     (W)     SCALED    
 DF9671* NAVD 88     -       274.388  (meters)     900.22   (feet)  ADJUSTED  
 DF9671  ___________________________________________________________________
 DF9671  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 DF9671  DYNAMIC HT  -         274.305 (meters)     899.95  (feet)  COMP
 DF9671  MODELED GRAV-     980,314.4   (mgal)                       NAVD 88
 DF9671
 DF9671  VERT ORDER  -  SECOND    CLASS I
 DF9671
 DF9671.The horizontal coordinates were scaled from a topographic map and have
 DF9671.an estimated accuracy of +/- 6 seconds.
 DF9671
 DF9671.The orthometric height was determined by differential leveling
 DF9671.and adjusted by the National Geodetic Survey in February 2004..
 DF9671
 DF9671.The geoid height was determined by GEOID03.
 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     -    67,230.      693,310.      MT  (+/- 180 meters Scaled)
 DF9671
 DF9671                          SUPERSEDED SURVEY CONTROL
 DF9671
 DF9671.No superseded survey control is available for this station.
 DF9671
 DF9671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN471180(NAD 83)
 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 - 2001
 DF9671
 DF9671  HISTORY     - Date     Condition        Report By
 DF9671  HISTORY     - 2001     MONUMENTED       WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9670 ***********************************************************************
 DF9670  DESIGNATION -  1J07
 DF9670  PID         -  DF9670
 DF9670  STATE/COUNTY-  WI/ROCK
 DF9670  USGS QUAD   -  CLINTON (1976)
 DF9670
 DF9670                         *CURRENT SURVEY CONTROL
 DF9670  ___________________________________________________________________
 DF9670* NAD 83(1986)-  42 36 03.     (N)    088 50 11.     (W)     SCALED    
 DF9670* NAVD 88     -       273.439  (meters)     897.11   (feet)  ADJUSTED  
 DF9670  ___________________________________________________________________
 DF9670  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 DF9670  DYNAMIC HT  -         273.357 (meters)     896.84  (feet)  COMP
 DF9670  MODELED GRAV-     980,313.6   (mgal)                       NAVD 88
 DF9670
 DF9670  VERT ORDER  -  SECOND    CLASS I
 DF9670
 DF9670.The horizontal coordinates were scaled from a topographic map and have
 DF9670.an estimated accuracy of +/- 6 seconds.
 DF9670
 DF9670.The orthometric height was determined by differential leveling
 DF9670.and adjusted by the National Geodetic Survey in February 2004..
 DF9670
 DF9670.The geoid height was determined by GEOID03.
 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     -    67,410.      695,490.      MT  (+/- 180 meters Scaled)
 DF9670
 DF9670                          SUPERSEDED SURVEY CONTROL
 DF9670
 DF9670.No superseded survey control is available for this station.
 DF9670
 DF9670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN493181(NAD 83)
 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 - 2001
 DF9670
 DF9670  HISTORY     - Date     Condition        Report By
 DF9670  HISTORY     - 2001     MONUMENTED       WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9669 ***********************************************************************
 DF9669  DESIGNATION -  1J08
 DF9669  PID         -  DF9669
 DF9669  STATE/COUNTY-  WI/ROCK
 DF9669  USGS QUAD   -  CLINTON (1976)
 DF9669
 DF9669                         *CURRENT SURVEY CONTROL
 DF9669  ___________________________________________________________________
 DF9669* NAD 83(1986)-  42 36 13.     (N)    088 49 05.     (W)     SCALED    
 DF9669* NAVD 88     -       269.097  (meters)     882.86   (feet)  ADJUSTED  
 DF9669  ___________________________________________________________________
 DF9669  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 DF9669  DYNAMIC HT  -         269.016 (meters)     882.60  (feet)  COMP
 DF9669  MODELED GRAV-     980,313.4   (mgal)                       NAVD 88
 DF9669
 DF9669  VERT ORDER  -  SECOND    CLASS I
 DF9669
 DF9669.The horizontal coordinates were scaled from a topographic map and have
 DF9669.an estimated accuracy of +/- 6 seconds.
 DF9669
 DF9669.The orthometric height was determined by differential leveling
 DF9669.and adjusted by the National Geodetic Survey in February 2004..
 DF9669
 DF9669.The geoid height was determined by GEOID03.
 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     -    67,740.      696,990.      MT  (+/- 180 meters Scaled)
 DF9669
 DF9669                          SUPERSEDED SURVEY CONTROL
 DF9669
 DF9669.No superseded survey control is available for this station.
 DF9669
 DF9669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN508184(NAD 83)
 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 - 2001
 DF9669
 DF9669  HISTORY     - Date     Condition        Report By
 DF9669  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9667 ***********************************************************************
 DF9667  DESIGNATION -  1J09
 DF9667  PID         -  DF9667
 DF9667  STATE/COUNTY-  WI/ROCK
 DF9667  USGS QUAD   -  CLINTON (1976)
 DF9667
 DF9667                         *CURRENT SURVEY CONTROL
 DF9667  ___________________________________________________________________
 DF9667* NAD 83(1986)-  42 35 28.     (N)    088 47 27.     (W)     SCALED    
 DF9667* NAVD 88     -       266.363  (meters)     873.89   (feet)  ADJUSTED  
 DF9667  ___________________________________________________________________
 DF9667  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 DF9667  DYNAMIC HT  -         266.282 (meters)     873.63  (feet)  COMP
 DF9667  MODELED GRAV-     980,310.7   (mgal)                       NAVD 88
 DF9667
 DF9667  VERT ORDER  -  SECOND    CLASS I
 DF9667
 DF9667.The horizontal coordinates were scaled from a topographic map and have
 DF9667.an estimated accuracy of +/- 6 seconds.
 DF9667
 DF9667.The orthometric height was determined by differential leveling
 DF9667.and adjusted by the National Geodetic Survey in February 2004..
 DF9667
 DF9667.The geoid height was determined by GEOID03.
 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     -    66,390.      699,250.      MT  (+/- 180 meters Scaled)
 DF9667
 DF9667                          SUPERSEDED SURVEY CONTROL
 DF9667
 DF9667.No superseded survey control is available for this station.
 DF9667
 DF9667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN530169(NAD 83)
 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 - 2001
 DF9667
 DF9667  HISTORY     - Date     Condition        Report By
 DF9667  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9666 ***********************************************************************
 DF9666  DESIGNATION -  1J10
 DF9666  PID         -  DF9666
 DF9666  STATE/COUNTY-  WI/WALWORTH
 DF9666  USGS QUAD   -  SHARON (1994)
 DF9666
 DF9666                         *CURRENT SURVEY CONTROL
 DF9666  ___________________________________________________________________
 DF9666* NAD 83(1986)-  42 35 04.     (N)    088 44 35.     (W)     SCALED    
 DF9666* NAVD 88     -       277.966  (meters)     911.96   (feet)  ADJUSTED  
 DF9666  ___________________________________________________________________
 DF9666  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 DF9666  DYNAMIC HT  -         277.881 (meters)     911.68  (feet)  COMP
 DF9666  MODELED GRAV-     980,308.5   (mgal)                       NAVD 88
 DF9666
 DF9666  VERT ORDER  -  SECOND    CLASS I
 DF9666
 DF9666.The horizontal coordinates were scaled from a topographic map and have
 DF9666.an estimated accuracy of +/- 6 seconds.
 DF9666
 DF9666.The orthometric height was determined by differential leveling
 DF9666.and adjusted by the National Geodetic Survey in February 2004..
 DF9666
 DF9666.The geoid height was determined by GEOID03.
 DF9666
 DF9666.The dynamic height is computed by dividing the NAVD 88
 DF9666.geopotential number by the normal gravity value computed on the
 DF9666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9666.degrees latitude (g = 980.6199 gals.).
 DF9666
 DF9666.The modeled gravity was interpolated from observed gravity values.
 DF9666
 DF9666;                    North         East    Units  Estimated Accuracy
 DF9666;SPC WI S     -    65,710.      703,180.      MT  (+/- 180 meters Scaled)
 DF9666
 DF9666                          SUPERSEDED SURVEY CONTROL
 DF9666
 DF9666.No superseded survey control is available for this station.
 DF9666
 DF9666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN569161(NAD 83)
 DF9666_MARKER: DD = SURVEY DISK
 DF9666_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF9666_SP_SET: PARAPET WALL
 DF9666_STAMPING: 1J10 2002
 DF9666_MARK LOGO: WIDT  
 DF9666_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF9666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9666+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9666
 DF9666  HISTORY     - Date     Condition        Report By
 DF9666  HISTORY     - 2001     MONUMENTED       WIDT
 DF9666
 DF9666                          STATION DESCRIPTION
 DF9666
 DF9666'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9666'THE STATION IS LOCATED ABOUT 25 KM EAST-NORTHEAST OF BELOIT, 24 KM
 DF9666'SOUTHEAST OF JANESVILLE, AND 3 KM SOUTH-SOUTHWEST OF DARIEN.
 DF9666'OWNERSHIP--WALWORTH COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DF9666'OF INTERSTATE HIGHWAY 43 WITH US HIGHWAY 14 ABOUT 2 KM NORTHWEST OF
 DF9666'THE VILLAGE OF DARIEN, GO SOUTHEAST ON US HIGHWAY 14 FOR 1.7 KM TO
 DF9666'COUNTY HIGHWAY X, TURN RIGHT AND GO SOUTHWEST ON COUNTY HIGHWAY X FOR
 DF9666'3.0 KM TO BRIDGE --B-64-13-58-- OVER THE WISCONSIN AND SOUTHERN
 DF9666'RAILROAD TRACKS AND THE STATION ON THE RIGHT.  THE STATION IS A
 DF9666'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9666'STATION DISK SET IN THE TOP OF THE WEST END OF THE NORTH PARAPET WALL
 DF9666'ABOUT 1 M ABOVE THE HIGHWAY PAVEMENT. THE STATION IS 5.5 M
 DF9666'NORTH-NORTHWEST OF THE CENTERLINE OF COUNTY HIGHWAY X, 0.2 KM
 DF9666'EAST-NORTHEAST OF THE CENTERLINE OF ZAHM ROAD, AND 35 M
 DF9666'WEST-SOUTHWEST OF THE SOUTHWEST RAIL OF THE RAILROAD TRACKS.
 DF9666'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9666'THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9665 ***********************************************************************
 DF9665  DESIGNATION -  1J11
 DF9665  PID         -  DF9665
 DF9665  STATE/COUNTY-  WI/WALWORTH
 DF9665  USGS QUAD   -  SHARON (1994)
 DF9665
 DF9665                         *CURRENT SURVEY CONTROL
 DF9665  ___________________________________________________________________
 DF9665* NAD 83(1986)-  42 36 38.     (N)    088 41 12.     (W)     SCALED    
 DF9665* NAVD 88     -       286.937  (meters)     941.39   (feet)  ADJUSTED  
 DF9665  ___________________________________________________________________
 DF9665  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 DF9665  DYNAMIC HT  -         286.850 (meters)     941.11  (feet)  COMP
 DF9665  MODELED GRAV-     980,312.0   (mgal)                       NAVD 88
 DF9665
 DF9665  VERT ORDER  -  SECOND    CLASS I
 DF9665
 DF9665.The horizontal coordinates were scaled from a topographic map and have
 DF9665.an estimated accuracy of +/- 6 seconds.
 DF9665
 DF9665.The orthometric height was determined by differential leveling
 DF9665.and adjusted by the National Geodetic Survey in February 2004..
 DF9665
 DF9665.The geoid height was determined by GEOID03.
 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     -    68,680.      707,760.      MT  (+/- 180 meters Scaled)
 DF9665
 DF9665                          SUPERSEDED SURVEY CONTROL
 DF9665
 DF9665.No superseded survey control is available for this station.
 DF9665
 DF9665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN616189(NAD 83)
 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 - 2001
 DF9665
 DF9665  HISTORY     - Date     Condition        Report By
 DF9665  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9663 ***********************************************************************
 DF9663  DESIGNATION -  1J12
 DF9663  PID         -  DF9663
 DF9663  STATE/COUNTY-  WI/WALWORTH
 DF9663  USGS QUAD   -  DELAVAN (1986)
 DF9663
 DF9663                         *CURRENT SURVEY CONTROL
 DF9663  ___________________________________________________________________
 DF9663* NAD 83(1986)-  42 38 14.     (N)    088 39 21.     (W)     SCALED    
 DF9663* NAVD 88     -       268.544  (meters)     881.05   (feet)  ADJUSTED  
 DF9663  ___________________________________________________________________
 DF9663  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 DF9663  DYNAMIC HT  -         268.464 (meters)     880.79  (feet)  COMP
 DF9663  MODELED GRAV-     980,316.2   (mgal)                       NAVD 88
 DF9663
 DF9663  VERT ORDER  -  SECOND    CLASS I
 DF9663
 DF9663.The horizontal coordinates were scaled from a topographic map and have
 DF9663.an estimated accuracy of +/- 6 seconds.
 DF9663
 DF9663.The orthometric height was determined by differential leveling
 DF9663.and adjusted by the National Geodetic Survey in February 2004..
 DF9663
 DF9663.The geoid height was determined by GEOID03.
 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     -    71,680.      710,250.      MT  (+/- 180 meters Scaled)
 DF9663
 DF9663                          SUPERSEDED SURVEY CONTROL
 DF9663
 DF9663.No superseded survey control is available for this station.
 DF9663
 DF9663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN642218(NAD 83)
 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 SUITABLE FOR
 DF9663+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9663
 DF9663  HISTORY     - Date     Condition        Report By
 DF9663  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9662 ***********************************************************************
 DF9662  DESIGNATION -  1J13
 DF9662  PID         -  DF9662
 DF9662  STATE/COUNTY-  WI/WALWORTH
 DF9662  USGS QUAD   -  DELAVAN (1986)
 DF9662
 DF9662                         *CURRENT SURVEY CONTROL
 DF9662  ___________________________________________________________________
 DF9662* NAD 83(1986)-  42 38 30.     (N)    088 37 41.     (W)     SCALED    
 DF9662* NAVD 88     -       289.459  (meters)     949.67   (feet)  ADJUSTED  
 DF9662  ___________________________________________________________________
 DF9662  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 DF9662  DYNAMIC HT  -         289.373 (meters)     949.38  (feet)  COMP
 DF9662  MODELED GRAV-     980,316.9   (mgal)                       NAVD 88
 DF9662
 DF9662  VERT ORDER  -  SECOND    CLASS I
 DF9662
 DF9662.The horizontal coordinates were scaled from a topographic map and have
 DF9662.an estimated accuracy of +/- 6 seconds.
 DF9662
 DF9662.The orthometric height was determined by differential leveling
 DF9662.and adjusted by the National Geodetic Survey in February 2004..
 DF9662
 DF9662.The geoid height was determined by GEOID03.
 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     -    72,210.      712,520.      MT  (+/- 180 meters Scaled)
 DF9662
 DF9662                          SUPERSEDED SURVEY CONTROL
 DF9662
 DF9662.No superseded survey control is available for this station.
 DF9662
 DF9662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN665223(NAD 83)
 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 - 2001
 DF9662
 DF9662  HISTORY     - Date     Condition        Report By
 DF9662  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9657 ***********************************************************************
 DF9657  DESIGNATION -  1J14
 DF9657  PID         -  DF9657
 DF9657  STATE/COUNTY-  WI/WALWORTH
 DF9657  USGS QUAD   -  ELKHORN (1994)
 DF9657
 DF9657                         *CURRENT SURVEY CONTROL
 DF9657  ___________________________________________________________________
 DF9657* NAD 83(1986)-  42 38 49.     (N)    088 36 37.     (W)     SCALED    
 DF9657* NAVD 88     -       292.363  (meters)     959.19   (feet)  ADJUSTED  
 DF9657  ___________________________________________________________________
 DF9657  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 DF9657  DYNAMIC HT  -         292.277 (meters)     958.91  (feet)  COMP
 DF9657  MODELED GRAV-     980,317.7   (mgal)                       NAVD 88
 DF9657
 DF9657  VERT ORDER  -  SECOND    CLASS I
 DF9657
 DF9657.The horizontal coordinates were scaled from a topographic map and have
 DF9657.an estimated accuracy of +/- 6 seconds.
 DF9657
 DF9657.The orthometric height was determined by differential leveling
 DF9657.and adjusted by the National Geodetic Survey in February 2004..
 DF9657
 DF9657.The geoid height was determined by GEOID03.
 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     -    72,820.      713,960.      MT  (+/- 180 meters Scaled)
 DF9657
 DF9657                          SUPERSEDED SURVEY CONTROL
 DF9657
 DF9657.No superseded survey control is available for this station.
 DF9657
 DF9657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN679228(NAD 83)
 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 - 2001
 DF9657
 DF9657  HISTORY     - Date     Condition        Report By
 DF9657  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9661 ***********************************************************************
 DF9661  DESIGNATION -  1J15
 DF9661  PID         -  DF9661
 DF9661  STATE/COUNTY-  WI/WALWORTH
 DF9661  USGS QUAD   -  ELKHORN (1994)
 DF9661
 DF9661                         *CURRENT SURVEY CONTROL
 DF9661  ___________________________________________________________________
 DF9661* NAD 83(1986)-  42 38 26.     (N)    088 35 10.     (W)     SCALED    
 DF9661* NAVD 88     -       294.225  (meters)     965.30   (feet)  ADJUSTED  
 DF9661  ___________________________________________________________________
 DF9661  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 DF9661  DYNAMIC HT  -         294.138 (meters)     965.02  (feet)  COMP
 DF9661  MODELED GRAV-     980,316.9   (mgal)                       NAVD 88
 DF9661
 DF9661  VERT ORDER  -  SECOND    CLASS I
 DF9661
 DF9661.The horizontal coordinates were scaled from a topographic map and have
 DF9661.an estimated accuracy of +/- 6 seconds.
 DF9661
 DF9661.The orthometric height was determined by differential leveling
 DF9661.and adjusted by the National Geodetic Survey in February 2004..
 DF9661
 DF9661.The geoid height was determined by GEOID03.
 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     -    72,140.      715,960.      MT  (+/- 180 meters Scaled)
 DF9661
 DF9661                          SUPERSEDED SURVEY CONTROL
 DF9661
 DF9661.No superseded survey control is available for this station.
 DF9661
 DF9661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN699221(NAD 83)
 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 - 2001
 DF9661
 DF9661  HISTORY     - Date     Condition        Report By
 DF9661  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9660 ***********************************************************************
 DF9660  DESIGNATION -  1J16
 DF9660  PID         -  DF9660
 DF9660  STATE/COUNTY-  WI/WALWORTH
 DF9660  USGS QUAD   -  ELKHORN (1994)
 DF9660
 DF9660                         *CURRENT SURVEY CONTROL
 DF9660  ___________________________________________________________________
 DF9660* NAD 83(1986)-  42 38 27.     (N)    088 33 40.     (W)     SCALED    
 DF9660* NAVD 88     -       284.362  (meters)     932.94   (feet)  ADJUSTED  
 DF9660  ___________________________________________________________________
 DF9660  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 DF9660  DYNAMIC HT  -         284.278 (meters)     932.67  (feet)  COMP
 DF9660  MODELED GRAV-     980,317.0   (mgal)                       NAVD 88
 DF9660
 DF9660  VERT ORDER  -  SECOND    CLASS I
 DF9660
 DF9660.The horizontal coordinates were scaled from a topographic map and have
 DF9660.an estimated accuracy of +/- 6 seconds.
 DF9660
 DF9660.The orthometric height was determined by differential leveling
 DF9660.and adjusted by the National Geodetic Survey in February 2004..
 DF9660
 DF9660.The geoid height was determined by GEOID03.
 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     -    72,210.      718,010.      MT  (+/- 180 meters Scaled)
 DF9660
 DF9660                          SUPERSEDED SURVEY CONTROL
 DF9660
 DF9660.No superseded survey control is available for this station.
 DF9660
 DF9660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN720221(NAD 83)
 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 - 2001
 DF9660
 DF9660  HISTORY     - Date     Condition        Report By
 DF9660  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9659 ***********************************************************************
 DF9659  DESIGNATION -  1J17
 DF9659  PID         -  DF9659
 DF9659  STATE/COUNTY-  WI/WALWORTH
 DF9659  USGS QUAD   -  ELKHORN (1994)
 DF9659
 DF9659                         *CURRENT SURVEY CONTROL
 DF9659  ___________________________________________________________________
 DF9659* NAD 83(1986)-  42 38 27.     (N)    088 32 00.     (W)     SCALED    
 DF9659* NAVD 88     -       307.273  (meters)    1008.11   (feet)  ADJUSTED  
 DF9659  ___________________________________________________________________
 DF9659  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 DF9659  DYNAMIC HT  -         307.182 (meters)    1007.81  (feet)  COMP
 DF9659  MODELED GRAV-     980,316.8   (mgal)                       NAVD 88
 DF9659
 DF9659  VERT ORDER  -  SECOND    CLASS I
 DF9659
 DF9659.The horizontal coordinates were scaled from a topographic map and have
 DF9659.an estimated accuracy of +/- 6 seconds.
 DF9659
 DF9659.The orthometric height was determined by differential leveling
 DF9659.and adjusted by the National Geodetic Survey in February 2004..
 DF9659
 DF9659.The geoid height was determined by GEOID03.
 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     -    72,250.      720,280.      MT  (+/- 180 meters Scaled)
 DF9659
 DF9659                          SUPERSEDED SURVEY CONTROL
 DF9659
 DF9659.No superseded survey control is available for this station.
 DF9659
 DF9659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN742220(NAD 83)
 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 - 2001
 DF9659
 DF9659  HISTORY     - Date     Condition        Report By
 DF9659  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9658 ***********************************************************************
 DF9658  DESIGNATION -  1J18
 DF9658  PID         -  DF9658
 DF9658  STATE/COUNTY-  WI/WALWORTH
 DF9658  USGS QUAD   -  ELKHORN (1994)
 DF9658
 DF9658                         *CURRENT SURVEY CONTROL
 DF9658  ___________________________________________________________________
 DF9658* NAD 83(1986)-  42 39 05.     (N)    088 31 19.     (W)     SCALED    
 DF9658* NAVD 88     -       308.369  (meters)    1011.71   (feet)  ADJUSTED  
 DF9658  ___________________________________________________________________
 DF9658  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 DF9658  DYNAMIC HT  -         308.278 (meters)    1011.41  (feet)  COMP
 DF9658  MODELED GRAV-     980,317.9   (mgal)                       NAVD 88
 DF9658
 DF9658  VERT ORDER  -  SECOND    CLASS I
 DF9658
 DF9658.The horizontal coordinates were scaled from a topographic map and have
 DF9658.an estimated accuracy of +/- 6 seconds.
 DF9658
 DF9658.The orthometric height was determined by differential leveling
 DF9658.and adjusted by the National Geodetic Survey in February 2004..
 DF9658
 DF9658.The geoid height was determined by GEOID03.
 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     -    73,440.      721,200.      MT  (+/- 180 meters Scaled)
 DF9658
 DF9658                          SUPERSEDED SURVEY CONTROL
 DF9658
 DF9658.No superseded survey control is available for this station.
 DF9658
 DF9658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN752232(NAD 83)
 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 - 2001
 DF9658
 DF9658  HISTORY     - Date     Condition        Report By
 DF9658  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9677 ***********************************************************************
 DF9677  DESIGNATION -  1J19
 DF9677  PID         -  DF9677
 DF9677  STATE/COUNTY-  WI/ROCK
 DF9677  USGS QUAD   -  JANESVILLE WEST (1976)
 DF9677
 DF9677                         *CURRENT SURVEY CONTROL
 DF9677  ___________________________________________________________________
 DF9677* NAD 83(1986)-  42 44 00.     (N)    089 02 36.     (W)     SCALED    
 DF9677* NAVD 88     -       274.414  (meters)     900.31   (feet)  ADJUSTED  
 DF9677  ___________________________________________________________________
 DF9677  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 DF9677  DYNAMIC HT  -         274.336 (meters)     900.05  (feet)  COMP
 DF9677  MODELED GRAV-     980,330.1   (mgal)                       NAVD 88
 DF9677
 DF9677  VERT ORDER  -  SECOND    CLASS I
 DF9677
 DF9677.The horizontal coordinates were scaled from a topographic map and have
 DF9677.an estimated accuracy of +/- 6 seconds.
 DF9677
 DF9677.The orthometric height was determined by differential leveling
 DF9677.and adjusted by the National Geodetic Survey in February 2004..
 DF9677
 DF9677.The geoid height was determined by GEOID03.
 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     -    81,920.      678,340.      MT  (+/- 180 meters Scaled)
 DF9677
 DF9677                          SUPERSEDED SURVEY CONTROL
 DF9677
 DF9677.No superseded survey control is available for this station.
 DF9677
 DF9677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN327332(NAD 83)
 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 - April 11, 2004
 DF9677
 DF9677  HISTORY     - Date     Condition        Report By
 DF9677  HISTORY     - 2001     MONUMENTED       WIDT
 DF9677  HISTORY     - 20040411 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9678 ***********************************************************************
 DF9678  DESIGNATION -  1J20
 DF9678  PID         -  DF9678
 DF9678  STATE/COUNTY-  WI/ROCK
 DF9678  USGS QUAD   -  JANESVILLE WEST (1976)
 DF9678
 DF9678                         *CURRENT SURVEY CONTROL
 DF9678  ___________________________________________________________________
 DF9678* NAD 83(1986)-  42 43 32.     (N)    089 00 57.     (W)     SCALED    
 DF9678* NAVD 88     -       272.988  (meters)     895.63   (feet)  ADJUSTED  
 DF9678  ___________________________________________________________________
 DF9678  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 DF9678  DYNAMIC HT  -         272.910 (meters)     895.37  (feet)  COMP
 DF9678  MODELED GRAV-     980,330.5   (mgal)                       NAVD 88
 DF9678
 DF9678  VERT ORDER  -  SECOND    CLASS I
 DF9678
 DF9678.The horizontal coordinates were scaled from a topographic map and have
 DF9678.an estimated accuracy of +/- 6 seconds.
 DF9678
 DF9678.The orthometric height was determined by differential leveling
 DF9678.and adjusted by the National Geodetic Survey in February 2004..
 DF9678
 DF9678.The geoid height was determined by GEOID03.
 DF9678
 DF9678.The dynamic height is computed by dividing the NAVD 88
 DF9678.geopotential number by the normal gravity value computed on the
 DF9678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9678.degrees latitude (g = 980.6199 gals.).
 DF9678
 DF9678.The modeled gravity was interpolated from observed gravity values.
 DF9678
 DF9678;                    North         East    Units  Estimated Accuracy
 DF9678;SPC WI S     -    81,080.      680,600.      MT  (+/- 180 meters Scaled)
 DF9678
 DF9678                          SUPERSEDED SURVEY CONTROL
 DF9678
 DF9678.No superseded survey control is available for this station.
 DF9678
 DF9678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN349323(NAD 83)
 DF9678_MARKER: DD = SURVEY DISK
 DF9678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9678_STAMPING: 1J20 2002
 DF9678_MARK LOGO: WIDT  
 DF9678_PROJECTION: FLUSH
 DF9678_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9678+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2004
 DF9678
 DF9678  HISTORY     - Date     Condition        Report By
 DF9678  HISTORY     - 2001     MONUMENTED       WIDT
 DF9678  HISTORY     - 20040411 GOOD             USPSQD
 DF9678
 DF9678                          STATION DESCRIPTION
 DF9678
 DF9678'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9678'THE STATION IS LOCATED ABOUT 24 KM SOUTHEAST OF EVANSVILLE, 13 KM
 DF9678'SOUTH-SOUTHEAST OF EDGERTON AND 2 KM WEST OF JANESVILLE.
 DF9678'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9678'STATION FROM THE JUNCTION OF US HIGHWAY 14 WITH US HIGHWAY 51 ABOUT 3
 DF9678'KM WEST OF THE CITY OF JANESVILLE,  GO EAST ON US HIGHWAY 14 FOR 1.5
 DF9678'KM TO THE STATION ON THE LEFT.    THE STATION IS A BRONZE WISCONSIN
 DF9678'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9678'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DF9678'AND ABOUT 1 M BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 15.4 M
 DF9678'NORTH-NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF US
 DF9678'HIGHWAY 14, 0.2 KM WEST OF NEWVILLE ROAD, 48 M EAST OF A LIGHT POLE,
 DF9678'40 M EAST-SOUTHEAST OF A PLASTIC --R/W-- POST, AND 2 M
 DF9678'SOUTH-SOUTHWEST OF A CULTIVATED FIELD.    ---NOTE---THE STATION IS
 DF9678'SOUTH, NORTHWEST AND NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9678'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9678'THAN 15 DEGREES ABOVE THE HORIZON.
 DF9678
 DF9678                          STATION RECOVERY (2004)
 DF9678
 DF9678'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9678'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS NORTH (NOT WEST)
 DF9678'OF THE CITY OF JANESVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9599 ***********************************************************************
 DF9599  DESIGNATION -  1J21
 DF9599  PID         -  DF9599
 DF9599  STATE/COUNTY-  WI/ROCK
 DF9599  USGS QUAD   -  JANESVILLE EAST (1976)
 DF9599
 DF9599                         *CURRENT SURVEY CONTROL
 DF9599  ___________________________________________________________________
 DF9599* NAD 83(1986)-  42 43 33.     (N)    088 59 35.     (W)     SCALED    
 DF9599* NAVD 88     -       279.036  (meters)     915.47   (feet)  ADJUSTED  
 DF9599  ___________________________________________________________________
 DF9599  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 DF9599  DYNAMIC HT  -         278.957 (meters)     915.21  (feet)  COMP
 DF9599  MODELED GRAV-     980,330.9   (mgal)                       NAVD 88
 DF9599
 DF9599  VERT ORDER  -  SECOND    CLASS I
 DF9599
 DF9599.The horizontal coordinates were scaled from a topographic map and have
 DF9599.an estimated accuracy of +/- 6 seconds.
 DF9599
 DF9599.The orthometric height was determined by differential leveling
 DF9599.and adjusted by the National Geodetic Survey in February 2004..
 DF9599
 DF9599.The geoid height was determined by GEOID03.
 DF9599
 DF9599.The dynamic height is computed by dividing the NAVD 88
 DF9599.geopotential number by the normal gravity value computed on the
 DF9599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9599.degrees latitude (g = 980.6199 gals.).
 DF9599
 DF9599.The modeled gravity was interpolated from observed gravity values.
 DF9599
 DF9599;                    North         East    Units  Estimated Accuracy
 DF9599;SPC WI S     -    81,130.      682,470.      MT  (+/- 180 meters Scaled)
 DF9599
 DF9599                          SUPERSEDED SURVEY CONTROL
 DF9599
 DF9599.No superseded survey control is available for this station.
 DF9599
 DF9599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN368322(NAD 83)
 DF9599_MARKER: DD = SURVEY DISK
 DF9599_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF9599_SP_SET: BRIDGE ABUTMENT
 DF9599_STAMPING: 1J21 2002
 DF9599_MARK LOGO: WIDT  
 DF9599_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF9599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9599_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9599+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2004
 DF9599
 DF9599  HISTORY     - Date     Condition        Report By
 DF9599  HISTORY     - 2001     MONUMENTED       WIDT
 DF9599  HISTORY     - 20040411 GOOD             USPSQD
 DF9599
 DF9599                          STATION DESCRIPTION
 DF9599
 DF9599'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9599'THE STATION IS LOCATED IN JANESVILLE.  OWNERSHIP--WISCONSIN
 DF9599'DEPARTMENT OF TRANSPORTATION.  THE STATION IS LOCATED AT THE JUNCTION
 DF9599'OF INTERSTATE HIGHWAY 39 AND INTERSTATE HIGHWAY 90 WITH STATE HIGHWAY
 DF9599'26 (EXIT 171A) ON THE EAST END OF THE SOUTH ABUTMENT OF BRIDGE
 DF9599'--B-53-86-62--.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9599'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9599'A CONCRETE BRIDGE ABUTMENT AND ABOUT 1.2 M BELOW THE HIGHWAY
 DF9599'PAVEMENT. THE STATION IS 20.5 M EAST-SOUTHEAST OF THE CENTERLINE OF
 DF9599'STATE HIGHWAY 26, 35.6 M SOUTH-SOUTHEAST OF A WOOD POST FOR AN
 DF9599'--INTERSTATE 90 WEST-- ON-RAMP SIGN, 18.4 M SOUTHWEST OF A 60-CM
 DF9599'DIAMETER CORRUGATED METAL CULVERT PIPE, AND 9.9 M NORTH-NORTHEAST OF
 DF9599'THE CENTERLINE OF THE WESTBOUND LANE OF INTERSTATE HIGHWAY 39 AND
 DF9599'INTERSTATE HIGHWAY 90.  ---NOTE---THE STATION IS 1.0 M WEST OF A
 DF9599'WHITE PLASTIC WITNESS POST.
 DF9599
 DF9599                          STATION RECOVERY (2004)
 DF9599
 DF9599'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9599'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9680 ***********************************************************************
 DF9680  DESIGNATION -  1J22
 DF9680  PID         -  DF9680
 DF9680  STATE/COUNTY-  WI/ROCK
 DF9680  USGS QUAD   -  MILTON (1976)
 DF9680
 DF9680                         *CURRENT SURVEY CONTROL
 DF9680  ___________________________________________________________________
 DF9680* NAD 83(1986)-  42 45 11.     (N)    088 57 09.     (W)     SCALED    
 DF9680* NAVD 88     -       267.893  (meters)     878.91   (feet)  ADJUSTED  
 DF9680  ___________________________________________________________________
 DF9680  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 DF9680  DYNAMIC HT  -         267.818 (meters)     878.67  (feet)  COMP
 DF9680  MODELED GRAV-     980,333.4   (mgal)                       NAVD 88
 DF9680
 DF9680  VERT ORDER  -  SECOND    CLASS I
 DF9680
 DF9680.The horizontal coordinates were scaled from a topographic map and have
 DF9680.an estimated accuracy of +/- 6 seconds.
 DF9680
 DF9680.The orthometric height was determined by differential leveling
 DF9680.and adjusted by the National Geodetic Survey in February 2004..
 DF9680
 DF9680.Photographs are available for this station.
 DF9680
 DF9680.The geoid height was determined by GEOID03.
 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     -    84,200.      685,750.      MT  (+/- 180 meters Scaled)
 DF9680
 DF9680                          SUPERSEDED SURVEY CONTROL
 DF9680
 DF9680.No superseded survey control is available for this station.
 DF9680
 DF9680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN402352(NAD 83)
 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 - September 06, 2006
 DF9680
 DF9680  HISTORY     - Date     Condition        Report By
 DF9680  HISTORY     - 2001     MONUMENTED       WIDT
 DF9680  HISTORY     - 20060906 GOOD             GEOCAC
 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'HANDHELD COORDINATES ARE N42-45-09.00 W088-57-11.82.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9681 ***********************************************************************
 DF9681  DESIGNATION -  1J23
 DF9681  PID         -  DF9681
 DF9681  STATE/COUNTY-  WI/ROCK
 DF9681  USGS QUAD   -  MILTON (1976)
 DF9681
 DF9681                         *CURRENT SURVEY CONTROL
 DF9681  ___________________________________________________________________
 DF9681* NAD 83(1997)-  42 45 45.51522(N)    088 56 13.75305(W)     ADJUSTED  
 DF9681* NAVD 88     -       279.210  (meters)     916.04   (feet)  ADJUSTED  
 DF9681  ___________________________________________________________________
 DF9681  X           -      86,996.719 (meters)                     COMP
 DF9681  Y           -  -4,689,269.482 (meters)                     COMP
 DF9681  Z           -   4,308,346.738 (meters)                     COMP
 DF9681  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 DF9681  ELLIP HEIGHT-         245.32  (meters)          (04/02/04) GPS OBS
 DF9681  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 DF9681  DYNAMIC HT  -         279.132 (meters)     915.79  (feet)  COMP
 DF9681  MODELED GRAV-     980,334.3   (mgal)                       NAVD 88
 DF9681
 DF9681  HORZ ORDER  -  FIRST
 DF9681  VERT ORDER  -  SECOND    CLASS I
 DF9681  ELLP ORDER  -  FOURTH    CLASS I
 DF9681
 DF9681.The horizontal coordinates were established by GPS observations
 DF9681.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DF9681
 DF9681.The orthometric height was determined by differential leveling
 DF9681.and adjusted by the National Geodetic Survey in February 2004..
 DF9681
 DF9681.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9681
 DF9681.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9681
 DF9681.The ellipsoidal height was determined by GPS observations
 DF9681.and is referenced to NAD 83.
 DF9681
 DF9681.The geoid height was determined by GEOID03.
 DF9681
 DF9681.The dynamic height is computed by dividing the NAVD 88
 DF9681.geopotential number by the normal gravity value computed on the
 DF9681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9681.degrees latitude (g = 980.6199 gals.).
 DF9681
 DF9681.The modeled gravity was interpolated from observed gravity values.
 DF9681
 DF9681;                    North         East     Units Scale Factor Converg.
 DF9681;SPC WI S     -    85,277.551   686,995.509   MT  0.99999422   +0 43 49.0
 DF9681;SPC WI S     -   279,781.43  2,253,917.77   sFT  0.99999422   +0 43 49.0
 DF9681;UTM  16      - 4,736,276.889   341,496.987   MT  0.99990909   -1 18 55.9
 DF9681
 DF9681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9681!SPC WI S     -   0.99996153  x   0.99999422  =   0.99995575
 DF9681!UTM  16      -   0.99996153  x   0.99990909  =   0.99987062
 DF9681
 DF9681                          SUPERSEDED SURVEY CONTROL
 DF9681
 DF9681  NAVD 88 (04/02/04)  279.21   (m)          916.0    (f) LEVELING    3  
 DF9681
 DF9681.Superseded values are not recommended for survey control.
 DF9681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9681.See file dsdata.txt to determine how the superseded data were derived.
 DF9681
 DF9681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4149736277(NAD 83)
 DF9681_MARKER: DD = SURVEY DISK
 DF9681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9681_STAMPING: 1J23 2002
 DF9681_MARK LOGO: WIDT  
 DF9681_PROJECTION: FLUSH
 DF9681_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9681+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2006
 DF9681
 DF9681  HISTORY     - Date     Condition        Report By
 DF9681  HISTORY     - 2001     MONUMENTED       WIDT
 DF9681  HISTORY     - 20060906 GOOD             GEOCAC
 DF9681
 DF9681                          STATION DESCRIPTION
 DF9681
 DF9681'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9681'THE STATION IS LOCATED ABOUT 18 KM SOUTHWEST OF WHITEWATER, 11 KM
 DF9681'NORTHEAST OF JANESVILLE, AND 1 KM SOUTHWEST OF MILTON.
 DF9681'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9681'STATION FROM THE JUNCTION OF STATE HIGHWAY 26 WITH STATE HIGHWAY 59
 DF9681'IN THE CITY OF MILTON, GO SOUTH ON STATE HIGHWAY 26 FOR 1.2 KM TO THE
 DF9681'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9681'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN TOP OF A
 DF9681'41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 1 M
 DF9681'ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 23.6 M EAST-SOUTHEAST OF
 DF9681'THE CENTERLINE OF STATE HIGHWAY 26 NORTHBOUND LANES, 38.4 M NORTHEAST
 DF9681'OF A --R/W-- POST, AND 3 M WEST-NORTHWEST OF A CULTIVATED FIELD.
 DF9681'---NOTE---THE STATION IS SOUTH, NORTH AND WEST OF THREE WHITE PLASTIC
 DF9681'WITNESS POSTS.    ---NOTE2--- THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9681'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF9681
 DF9681                          STATION RECOVERY (2006)
 DF9681
 DF9681'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 DF9681'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9683 ***********************************************************************
 DF9683  DESIGNATION -  1J24
 DF9683  PID         -  DF9683
 DF9683  STATE/COUNTY-  WI/ROCK
 DF9683  USGS QUAD   -  MILTON (1976)
 DF9683
 DF9683                         *CURRENT SURVEY CONTROL
 DF9683  ___________________________________________________________________
 DF9683* NAD 83(1986)-  42 46 19.     (N)    088 53 53.     (W)     SCALED    
 DF9683* NAVD 88     -       271.349  (meters)     890.25   (feet)  ADJUSTED  
 DF9683  ___________________________________________________________________
 DF9683  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 DF9683  DYNAMIC HT  -         271.273 (meters)     890.00  (feet)  COMP
 DF9683  MODELED GRAV-     980,335.7   (mgal)                       NAVD 88
 DF9683
 DF9683  VERT ORDER  -  SECOND    CLASS I
 DF9683
 DF9683.The horizontal coordinates were scaled from a topographic map and have
 DF9683.an estimated accuracy of +/- 6 seconds.
 DF9683
 DF9683.The orthometric height was determined by differential leveling
 DF9683.and adjusted by the National Geodetic Survey in February 2004..
 DF9683
 DF9683.The geoid height was determined by GEOID03.
 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     -    86,350.      690,180.      MT  (+/- 180 meters Scaled)
 DF9683
 DF9683                          SUPERSEDED SURVEY CONTROL
 DF9683
 DF9683.No superseded survey control is available for this station.
 DF9683
 DF9683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN447372(NAD 83)
 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 - September 06, 2006
 DF9683
 DF9683  HISTORY     - Date     Condition        Report By
 DF9683  HISTORY     - 2001     MONUMENTED       WIDT
 DF9683  HISTORY     - 20060906 GOOD             GEOCAC
 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'HANDHELD COORDINATES ARE N42-45-19.80 W088-53-57.72.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9684 ***********************************************************************
 DF9684  DESIGNATION -  1J25
 DF9684  PID         -  DF9684
 DF9684  STATE/COUNTY-  WI/ROCK
 DF9684  USGS QUAD   -  MILTON (1976)
 DF9684
 DF9684                         *CURRENT SURVEY CONTROL
 DF9684  ___________________________________________________________________
 DF9684* NAD 83(1997)-  42 46 18.49187(N)    088 52 33.78064(W)     ADJUSTED  
 DF9684* NAVD 88     -       274.394  (meters)     900.24   (feet)  ADJUSTED  
 DF9684  ___________________________________________________________________
 DF9684  X           -      91,983.946 (meters)                     COMP
 DF9684  Y           -  -4,688,479.642 (meters)                     COMP
 DF9684  Z           -   4,309,090.524 (meters)                     COMP
 DF9684  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 DF9684  ELLIP HEIGHT-         240.50  (meters)          (04/02/04) GPS OBS
 DF9684  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 DF9684  DYNAMIC HT  -         274.318 (meters)     899.99  (feet)  COMP
 DF9684  MODELED GRAV-     980,336.1   (mgal)                       NAVD 88
 DF9684
 DF9684  HORZ ORDER  -  FIRST
 DF9684  VERT ORDER  -  SECOND    CLASS I
 DF9684  ELLP ORDER  -  FOURTH    CLASS I
 DF9684
 DF9684.The horizontal coordinates were established by GPS observations
 DF9684.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DF9684
 DF9684.The orthometric height was determined by differential leveling
 DF9684.and adjusted by the National Geodetic Survey in February 2004..
 DF9684
 DF9684.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9684
 DF9684.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9684
 DF9684.The ellipsoidal height was determined by GPS observations
 DF9684.and is referenced to NAD 83.
 DF9684
 DF9684.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF9684;SPC WI S     -    86,360.619   691,982.904   MT  0.99999247   +0 46 20.2
 DF9684;SPC WI S     -   283,334.80  2,270,280.58   sFT  0.99999247   +0 46 20.2
 DF9684;UTM  16      - 4,737,181.109   346,519.401   MT  0.99988981   -1 16 27.3
 DF9684
 DF9684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9684!SPC WI S     -   0.99996228  x   0.99999247  =   0.99995475
 DF9684!UTM  16      -   0.99996228  x   0.99988981  =   0.99985210
 DF9684
 DF9684                          SUPERSEDED SURVEY CONTROL
 DF9684
 DF9684  NAVD 88 (04/02/04)  274.39   (m)          900.2    (f) LEVELING    3  
 DF9684
 DF9684.Superseded values are not recommended for survey control.
 DF9684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9684.See file dsdata.txt to determine how the superseded data were derived.
 DF9684
 DF9684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4651937181(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9684+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2006
 DF9684
 DF9684  HISTORY     - Date     Condition        Report By
 DF9684  HISTORY     - 2001     MONUMENTED       WIDT
 DF9684  HISTORY     - 20060906 GOOD             GEOCAC
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9685 ***********************************************************************
 DF9685  DESIGNATION -  1J26
 DF9685  PID         -  DF9685
 DF9685  STATE/COUNTY-  WI/ROCK
 DF9685  USGS QUAD   -  LIMA CENTER (1976)
 DF9685
 DF9685                         *CURRENT SURVEY CONTROL
 DF9685  ___________________________________________________________________
 DF9685* NAD 83(1986)-  42 46 16.     (N)    088 51 11.     (W)     SCALED    
 DF9685* NAVD 88     -       279.020  (meters)     915.42   (feet)  ADJUSTED  
 DF9685  ___________________________________________________________________
 DF9685  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 DF9685  DYNAMIC HT  -         278.943 (meters)     915.17  (feet)  COMP
 DF9685  MODELED GRAV-     980,336.4   (mgal)                       NAVD 88
 DF9685
 DF9685  VERT ORDER  -  SECOND    CLASS I
 DF9685
 DF9685.The horizontal coordinates were scaled from a topographic map and have
 DF9685.an estimated accuracy of +/- 6 seconds.
 DF9685
 DF9685.The orthometric height was determined by differential leveling
 DF9685.and adjusted by the National Geodetic Survey in February 2004..
 DF9685
 DF9685.The geoid height was determined by GEOID03.
 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     -    86,310.      693,870.      MT  (+/- 180 meters Scaled)
 DF9685
 DF9685                          SUPERSEDED SURVEY CONTROL
 DF9685
 DF9685.No superseded survey control is available for this station.
 DF9685
 DF9685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN483370(NAD 83)
 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 - 2001
 DF9685
 DF9685  HISTORY     - Date     Condition        Report By
 DF9685  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9686 ***********************************************************************
 DF9686  DESIGNATION -  1J27
 DF9686  PID         -  DF9686
 DF9686  STATE/COUNTY-  WI/ROCK
 DF9686  USGS QUAD   -  LIMA CENTER (1976)
 DF9686
 DF9686                         *CURRENT SURVEY CONTROL
 DF9686  ___________________________________________________________________
 DF9686* NAD 83(1986)-  42 46 37.     (N)    088 49 49.     (W)     SCALED    
 DF9686* NAVD 88     -       275.886  (meters)     905.14   (feet)  ADJUSTED  
 DF9686  ___________________________________________________________________
 DF9686  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 DF9686  DYNAMIC HT  -         275.810 (meters)     904.89  (feet)  COMP
 DF9686  MODELED GRAV-     980,337.5   (mgal)                       NAVD 88
 DF9686
 DF9686  VERT ORDER  -  SECOND    CLASS I
 DF9686
 DF9686.The horizontal coordinates were scaled from a topographic map and have
 DF9686.an estimated accuracy of +/- 6 seconds.
 DF9686
 DF9686.The orthometric height was determined by differential leveling
 DF9686.and adjusted by the National Geodetic Survey in February 2004..
 DF9686
 DF9686.The geoid height was determined by GEOID03.
 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     -    86,980.      695,720.      MT  (+/- 180 meters Scaled)
 DF9686
 DF9686                          SUPERSEDED SURVEY CONTROL
 DF9686
 DF9686.No superseded survey control is available for this station.
 DF9686
 DF9686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN502376(NAD 83)
 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 - 2001
 DF9686
 DF9686  HISTORY     - Date     Condition        Report By
 DF9686  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9687 ***********************************************************************
 DF9687  DESIGNATION -  1J28
 DF9687  PID         -  DF9687
 DF9687  STATE/COUNTY-  WI/ROCK
 DF9687  USGS QUAD   -  LIMA CENTER (1976)
 DF9687
 DF9687                         *CURRENT SURVEY CONTROL
 DF9687  ___________________________________________________________________
 DF9687* NAD 83(1986)-  42 47 37.     (N)    088 48 59.     (W)     SCALED    
 DF9687* NAVD 88     -       271.166  (meters)     889.65   (feet)  ADJUSTED  
 DF9687  ___________________________________________________________________
 DF9687  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 DF9687  DYNAMIC HT  -         271.092 (meters)     889.41  (feet)  COMP
 DF9687  MODELED GRAV-     980,339.8   (mgal)                       NAVD 88
 DF9687
 DF9687  VERT ORDER  -  SECOND    CLASS I
 DF9687
 DF9687.The horizontal coordinates were scaled from a topographic map and have
 DF9687.an estimated accuracy of +/- 6 seconds.
 DF9687
 DF9687.The orthometric height was determined by differential leveling
 DF9687.and adjusted by the National Geodetic Survey in February 2004..
 DF9687
 DF9687.The geoid height was determined by GEOID03.
 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     -    88,850.      696,830.      MT  (+/- 180 meters Scaled)
 DF9687
 DF9687                          SUPERSEDED SURVEY CONTROL
 DF9687
 DF9687.No superseded survey control is available for this station.
 DF9687
 DF9687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN514394(NAD 83)
 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 - 2001
 DF9687
 DF9687  HISTORY     - Date     Condition        Report By
 DF9687  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9688 ***********************************************************************
 DF9688  DESIGNATION -  1J29
 DF9688  PID         -  DF9688
 DF9688  STATE/COUNTY-  WI/ROCK
 DF9688  USGS QUAD   -  LIMA CENTER (1976)
 DF9688
 DF9688                         *CURRENT SURVEY CONTROL
 DF9688  ___________________________________________________________________
 DF9688* NAD 83(1986)-  42 48 07.     (N)    088 47 39.     (W)     SCALED    
 DF9688* NAVD 88     -       272.018  (meters)     892.45   (feet)  ADJUSTED  
 DF9688  ___________________________________________________________________
 DF9688  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 DF9688  DYNAMIC HT  -         271.944 (meters)     892.20  (feet)  COMP
 DF9688  MODELED GRAV-     980,341.6   (mgal)                       NAVD 88
 DF9688
 DF9688  VERT ORDER  -  SECOND    CLASS I
 DF9688
 DF9688.The horizontal coordinates were scaled from a topographic map and have
 DF9688.an estimated accuracy of +/- 6 seconds.
 DF9688
 DF9688.The orthometric height was determined by differential leveling
 DF9688.and adjusted by the National Geodetic Survey in February 2004..
 DF9688
 DF9688.The geoid height was determined by GEOID03.
 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     -    89,800.      698,640.      MT  (+/- 180 meters Scaled)
 DF9688
 DF9688                          SUPERSEDED SURVEY CONTROL
 DF9688
 DF9688.No superseded survey control is available for this station.
 DF9688
 DF9688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN532403(NAD 83)
 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 - 2001
 DF9688
 DF9688  HISTORY     - Date     Condition        Report By
 DF9688  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9445 ***********************************************************************
 DF9445  DESIGNATION -  1J30
 DF9445  PID         -  DF9445
 DF9445  STATE/COUNTY-  WI/ROCK
 DF9445  USGS QUAD   -  LIMA CENTER (1976)
 DF9445
 DF9445                         *CURRENT SURVEY CONTROL
 DF9445  ___________________________________________________________________
 DF9445* NAD 83(1986)-  42 49 25.     (N)    088 46 49.     (W)     SCALED    
 DF9445* NAVD 88     -       267.988  (meters)     879.22   (feet)  ADJUSTED  
 DF9445  ___________________________________________________________________
 DF9445  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 DF9445  DYNAMIC HT  -         267.916 (meters)     878.99  (feet)  COMP
 DF9445  MODELED GRAV-     980,344.5   (mgal)                       NAVD 88
 DF9445
 DF9445  VERT ORDER  -  SECOND    CLASS I
 DF9445
 DF9445.The horizontal coordinates were scaled from a topographic map and have
 DF9445.an estimated accuracy of +/- 6 seconds.
 DF9445
 DF9445.The orthometric height was determined by differential leveling
 DF9445.and adjusted by the National Geodetic Survey in February 2004..
 DF9445
 DF9445.The geoid height was determined by GEOID03.
 DF9445
 DF9445.The dynamic height is computed by dividing the NAVD 88
 DF9445.geopotential number by the normal gravity value computed on the
 DF9445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9445.degrees latitude (g = 980.6199 gals.).
 DF9445
 DF9445.The modeled gravity was interpolated from observed gravity values.
 DF9445
 DF9445;                    North         East    Units  Estimated Accuracy
 DF9445;SPC WI S     -    92,230.      699,740.      MT  (+/- 180 meters Scaled)
 DF9445
 DF9445                          SUPERSEDED SURVEY CONTROL
 DF9445
 DF9445.No superseded survey control is available for this station.
 DF9445
 DF9445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN544427(NAD 83)
 DF9445_MARKER: DD = SURVEY DISK
 DF9445_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DF9445_SP_SET: BOX CULVERT
 DF9445_STAMPING: 1J30 2002
 DF9445_MARK LOGO: WIDT  
 DF9445_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF9445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF9445_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9445+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DF9445
 DF9445  HISTORY     - Date     Condition        Report By
 DF9445  HISTORY     - 2002     MONUMENTED       WIDT
 DF9445
 DF9445                          STATION DESCRIPTION
 DF9445
 DF9445'DESCRIBED BY WI DEPT OF TRANSP 2002 (DJH)
 DF9445'THE STATION IS LOCATED ABOUT 22 KM NORTHEAST OF JANESVILLE, 12 KM
 DF9445'SOUTHEAST OF FT ATKINSON, AND 3 KM SOUTHWEST OF WHITEWATER.
 DF9445'OWNERSHIP--TOWN OF LIMA. TO REACH THE STATION FROM THE JUNCTION OF
 DF9445'STATE HIGHWAY 59 WITH STATE HIGHWAY 89 IN THE CITY OF WHITEWATER, GO
 DF9445'NORTH ON STATE HIGHWAY 59 AND STATE HIGHWAY 89 FOR 0.5 KM TO COUNTY
 DF9445'HIGHWAY S, TURN LEFT AND GO WEST ON COUNTY HIGHWAY S FOR 2.9 KM TO
 DF9445'COUNTY LINE ROAD ON THE LEFT, TURN LEFT AND GO SOUTH ON COUNTY LINE
 DF9445'ROAD FOR 0.5 KM TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DF9445'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9445'STATION DISK SET IN THE EAST END OF THE SOUTH ABUTMENT AND ABOUT
 DF9445'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 3.9 M EAST OF THE
 DF9445'CENTERLINE OF COUNTY LINE ROAD, 45 M SOUTH OF A PRIVATE ENTRANCE,
 DF9445'24.4 M NORTH OF A WOOD POST FOR A --SPEED LIMIT 35-- SIGN, AND 17.6 M
 DF9445'NORTHEAST OF POWER POLE --E53 6264--.  ---NOTE---THIS STATION IS NOT
 DF9445'SUITABLE FOR GPS OBSERVATIONS DUE TO TREES TO THE SOUTH AND EAST
 DF9445'EXTENDING HIGHER THAN 25 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9449 ***********************************************************************
 DF9449  DESIGNATION -  1J31
 DF9449  PID         -  DF9449
 DF9449  STATE/COUNTY-  WI/WALWORTH
 DF9449  USGS QUAD   -  WHITEWATER (1971)
 DF9449
 DF9449                         *CURRENT SURVEY CONTROL
 DF9449  ___________________________________________________________________
 DF9449* NAD 83(1986)-  42 50 02.     (N)    088 43 45.     (W)     SCALED    
 DF9449* NAVD 88     -       249.847  (meters)     819.71   (feet)  ADJUSTED  
 DF9449  ___________________________________________________________________
 DF9449  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 DF9449  DYNAMIC HT  -         249.780 (meters)     819.49  (feet)  COMP
 DF9449  MODELED GRAV-     980,347.3   (mgal)                       NAVD 88
 DF9449
 DF9449  VERT ORDER  -  SECOND    CLASS I
 DF9449
 DF9449.The horizontal coordinates were scaled from a topographic map and have
 DF9449.an estimated accuracy of +/- 6 seconds.
 DF9449
 DF9449.The orthometric height was determined by differential leveling
 DF9449.and adjusted by the National Geodetic Survey in February 2004..
 DF9449
 DF9449.The geoid height was determined by GEOID03.
 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     -    93,430.      703,900.      MT  (+/- 180 meters Scaled)
 DF9449
 DF9449                          SUPERSEDED SURVEY CONTROL
 DF9449
 DF9449.No superseded survey control is available for this station.
 DF9449
 DF9449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN586438(NAD 83)
 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 - 2002
 DF9449
 DF9449  HISTORY     - Date     Condition        Report By
 DF9449  HISTORY     - 2002     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9690 ***********************************************************************
 DF9690  DESIGNATION -  1J33
 DF9690  PID         -  DF9690
 DF9690  STATE/COUNTY-  WI/WALWORTH
 DF9690  USGS QUAD   -  WHITEWATER (1971)
 DF9690
 DF9690                         *CURRENT SURVEY CONTROL
 DF9690  ___________________________________________________________________
 DF9690* NAD 83(1986)-  42 49 48.     (N)    088 40 50.     (W)     SCALED    
 DF9690* NAVD 88     -       252.805  (meters)     829.41   (feet)  ADJUSTED  
 DF9690  ___________________________________________________________________
 DF9690  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 DF9690  DYNAMIC HT  -         252.737 (meters)     829.19  (feet)  COMP
 DF9690  MODELED GRAV-     980,344.1   (mgal)                       NAVD 88
 DF9690
 DF9690  VERT ORDER  -  SECOND    CLASS I
 DF9690
 DF9690.The horizontal coordinates were scaled from a topographic map and have
 DF9690.an estimated accuracy of +/- 6 seconds.
 DF9690
 DF9690.The orthometric height was determined by differential leveling
 DF9690.and adjusted by the National Geodetic Survey in February 2004..
 DF9690
 DF9690.The geoid height was determined by GEOID03.
 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     -    93,060.      707,880.      MT  (+/- 180 meters Scaled)
 DF9690
 DF9690                          SUPERSEDED SURVEY CONTROL
 DF9690
 DF9690.No superseded survey control is available for this station.
 DF9690
 DF9690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN626433(NAD 83)
 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 - 2001
 DF9690
 DF9690  HISTORY     - Date     Condition        Report By
 DF9690  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9691 ***********************************************************************
 DF9691  DESIGNATION -  1J34
 DF9691  PID         -  DF9691
 DF9691  STATE/COUNTY-  WI/JEFFERSON
 DF9691  USGS QUAD   -  WHITEWATER (1971)
 DF9691
 DF9691                         *CURRENT SURVEY CONTROL
 DF9691  ___________________________________________________________________
 DF9691* NAD 83(1986)-  42 50 50.     (N)    088 40 21.     (W)     SCALED    
 DF9691* NAVD 88     -       248.820  (meters)     816.34   (feet)  ADJUSTED  
 DF9691  ___________________________________________________________________
 DF9691  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 DF9691  DYNAMIC HT  -         248.753 (meters)     816.12  (feet)  COMP
 DF9691  MODELED GRAV-     980,345.2   (mgal)                       NAVD 88
 DF9691
 DF9691  VERT ORDER  -  SECOND    CLASS I
 DF9691
 DF9691.The horizontal coordinates were scaled from a topographic map and have
 DF9691.an estimated accuracy of +/- 6 seconds.
 DF9691
 DF9691.The orthometric height was determined by differential leveling
 DF9691.and adjusted by the National Geodetic Survey in February 2004..
 DF9691
 DF9691.The geoid height was determined by GEOID03.
 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     -    94,980.      708,510.      MT  (+/- 180 meters Scaled)
 DF9691
 DF9691                          SUPERSEDED SURVEY CONTROL
 DF9691
 DF9691.No superseded survey control is available for this station.
 DF9691
 DF9691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN633452(NAD 83)
 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 - 2001
 DF9691
 DF9691  HISTORY     - Date     Condition        Report By
 DF9691  HISTORY     - 2001     MONUMENTED       WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9692 ***********************************************************************
 DF9692  DESIGNATION -  1J35
 DF9692  PID         -  DF9692
 DF9692  STATE/COUNTY-  WI/JEFFERSON
 DF9692  USGS QUAD   -  WHITEWATER (1971)
 DF9692
 DF9692                         *CURRENT SURVEY CONTROL
 DF9692  ___________________________________________________________________
 DF9692* NAD 83(1986)-  42 51 27.     (N)    088 39 48.     (W)     SCALED    
 DF9692* NAVD 88     -       244.588  (meters)     802.45   (feet)  ADJUSTED  
 DF9692  ___________________________________________________________________
 DF9692  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 DF9692  DYNAMIC HT  -         244.523 (meters)     802.24  (feet)  COMP
 DF9692  MODELED GRAV-     980,345.7   (mgal)                       NAVD 88
 DF9692
 DF9692  VERT ORDER  -  SECOND    CLASS I
 DF9692
 DF9692.The horizontal coordinates were scaled from a topographic map and have
 DF9692.an estimated accuracy of +/- 6 seconds.
 DF9692
 DF9692.The orthometric height was determined by differential leveling
 DF9692.and adjusted by the National Geodetic Survey in February 2004..
 DF9692
 DF9692.The geoid height was determined by GEOID03.
 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     -    96,140.      709,240.      MT  (+/- 180 meters Scaled)
 DF9692
 DF9692                          SUPERSEDED SURVEY CONTROL
 DF9692
 DF9692.No superseded survey control is available for this station.
 DF9692
 DF9692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN641463(NAD 83)
 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 - 2001
 DF9692
 DF9692  HISTORY     - Date     Condition        Report By
 DF9692  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9693 ***********************************************************************
 DF9693  DESIGNATION -  1J36
 DF9693  PID         -  DF9693
 DF9693  STATE/COUNTY-  WI/JEFFERSON
 DF9693  USGS QUAD   -  WHITEWATER (1971)
 DF9693
 DF9693                         *CURRENT SURVEY CONTROL
 DF9693  ___________________________________________________________________
 DF9693* NAD 83(1986)-  42 51 40.     (N)    088 38 33.     (W)     SCALED    
 DF9693* NAVD 88     -       243.482  (meters)     798.82   (feet)  ADJUSTED  
 DF9693  ___________________________________________________________________
 DF9693  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 DF9693  DYNAMIC HT  -         243.417 (meters)     798.61  (feet)  COMP
 DF9693  MODELED GRAV-     980,345.1   (mgal)                       NAVD 88
 DF9693
 DF9693  VERT ORDER  -  SECOND    CLASS I
 DF9693
 DF9693.The horizontal coordinates were scaled from a topographic map and have
 DF9693.an estimated accuracy of +/- 6 seconds.
 DF9693
 DF9693.The orthometric height was determined by differential leveling
 DF9693.and adjusted by the National Geodetic Survey in February 2004..
 DF9693
 DF9693.The geoid height was determined by GEOID03.
 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     -    96,570.      710,930.      MT  (+/- 180 meters Scaled)
 DF9693
 DF9693                          SUPERSEDED SURVEY CONTROL
 DF9693
 DF9693.No superseded survey control is available for this station.
 DF9693
 DF9693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN658467(NAD 83)
 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 - 2001
 DF9693
 DF9693  HISTORY     - Date     Condition        Report By
 DF9693  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9694 ***********************************************************************
 DF9694  DESIGNATION -  1J37
 DF9694  PID         -  DF9694
 DF9694  STATE/COUNTY-  WI/JEFFERSON
 DF9694  USGS QUAD   -  LITTLE PRAIRIE (1971)
 DF9694
 DF9694                         *CURRENT SURVEY CONTROL
 DF9694  ___________________________________________________________________
 DF9694* NAD 83(1986)-  42 52 04.     (N)    088 35 58.     (W)     SCALED    
 DF9694* NAVD 88     -       254.734  (meters)     835.74   (feet)  ADJUSTED  
 DF9694  ___________________________________________________________________
 DF9694  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 DF9694  DYNAMIC HT  -         254.666 (meters)     835.52  (feet)  COMP
 DF9694  MODELED GRAV-     980,344.0   (mgal)                       NAVD 88
 DF9694
 DF9694  VERT ORDER  -  SECOND    CLASS I
 DF9694
 DF9694.The horizontal coordinates were scaled from a topographic map and have
 DF9694.an estimated accuracy of +/- 6 seconds.
 DF9694
 DF9694.The orthometric height was determined by differential leveling
 DF9694.and adjusted by the National Geodetic Survey in February 2004..
 DF9694
 DF9694.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 DF9694;SPC WI S     -    97,360.      714,440.      MT  (+/- 180 meters Scaled)
 DF9694
 DF9694                          SUPERSEDED SURVEY CONTROL
 DF9694
 DF9694.No superseded survey control is available for this station.
 DF9694
 DF9694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN693473(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9694+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9694
 DF9694  HISTORY     - Date     Condition        Report By
 DF9694  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9619 ***********************************************************************
 DF9619  DESIGNATION -  1J38
 DF9619  PID         -  DF9619
 DF9619  STATE/COUNTY-  WI/JEFFERSON
 DF9619  USGS QUAD   -  PALMYRA (1995)
 DF9619
 DF9619                         *CURRENT SURVEY CONTROL
 DF9619  ___________________________________________________________________
 DF9619* NAD 83(1986)-  42 52 52.     (N)    088 34 55.     (W)     SCALED    
 DF9619* NAVD 88     -       250.506  (meters)     821.87   (feet)  ADJUSTED  
 DF9619  ___________________________________________________________________
 DF9619  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 DF9619  DYNAMIC HT  -         250.438 (meters)     821.65  (feet)  COMP
 DF9619  MODELED GRAV-     980,344.5   (mgal)                       NAVD 88
 DF9619
 DF9619  VERT ORDER  -  SECOND    CLASS I
 DF9619
 DF9619.The horizontal coordinates were scaled from a topographic map and have
 DF9619.an estimated accuracy of +/- 6 seconds.
 DF9619
 DF9619.The orthometric height was determined by differential leveling
 DF9619.and adjusted by the National Geodetic Survey in February 2004..
 DF9619
 DF9619.The geoid height was determined by GEOID03.
 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     -    98,870.      715,840.      MT  (+/- 180 meters Scaled)
 DF9619
 DF9619                          SUPERSEDED SURVEY CONTROL
 DF9619
 DF9619.No superseded survey control is available for this station.
 DF9619
 DF9619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN708488(NAD 83)
 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 - 2001
 DF9619
 DF9619  HISTORY     - Date     Condition        Report By
 DF9619  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9911 ***********************************************************************
 DF9911  DESIGNATION -  1J39
 DF9911  PID         -  DF9911
 DF9911  STATE/COUNTY-  WI/DANE
 DF9911  USGS QUAD   -  ROCKDALE (1971)
 DF9911
 DF9911                         *CURRENT SURVEY CONTROL
 DF9911  ___________________________________________________________________
 DF9911* NAD 83(1986)-  42 52 59.     (N)    089 03 50.     (W)     SCALED    
 DF9911* NAVD 88     -       265.907  (meters)     872.40   (feet)  ADJUSTED  
 DF9911  ___________________________________________________________________
 DF9911  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 DF9911  DYNAMIC HT  -         265.834 (meters)     872.16  (feet)  COMP
 DF9911  MODELED GRAV-     980,337.9   (mgal)                       NAVD 88
 DF9911
 DF9911  VERT ORDER  -  SECOND    CLASS I
 DF9911
 DF9911.The horizontal coordinates were scaled from a topographic map and have
 DF9911.an estimated accuracy of +/- 6 seconds.
 DF9911
 DF9911.The orthometric height was determined by differential leveling
 DF9911.and adjusted by the National Geodetic Survey in February 2004..
 DF9911
 DF9911.The geoid height was determined by GEOID03.
 DF9911
 DF9911.The dynamic height is computed by dividing the NAVD 88
 DF9911.geopotential number by the normal gravity value computed on the
 DF9911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9911.degrees latitude (g = 980.6199 gals.).
 DF9911
 DF9911.The modeled gravity was interpolated from observed gravity values.
 DF9911
 DF9911;                    North         East    Units  Estimated Accuracy
 DF9911;SPC WI S     -    98,530.      676,470.      MT  (+/- 180 meters Scaled)
 DF9911
 DF9911                          SUPERSEDED SURVEY CONTROL
 DF9911
 DF9911.No superseded survey control is available for this station.
 DF9911
 DF9911_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN314498(NAD 83)
 DF9911_MARKER: DD = SURVEY DISK
 DF9911_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF9911_SP_SET: BRIDGE ABUTMENT
 DF9911_STAMPING: 1J39 2002
 DF9911_MARK LOGO: WIDT  
 DF9911_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF9911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9911+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9911
 DF9911  HISTORY     - Date     Condition        Report By
 DF9911  HISTORY     - 2001     MONUMENTED       WIDT
 DF9911
 DF9911                          STATION DESCRIPTION
 DF9911
 DF9911'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9911'THE STATION IS LOCATED ABOUT 23 KM SOUTHEAST OF MCFARLAND, 14 KM
 DF9911'SOUTH-SOUTHWEST OF CAMBRIDGE AND 5 KM NORTH OF EDGERTON.
 DF9911'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9911'STATION FROM THE JUNCTION OF STATE HIGHWAY 73 WITH STATE HIGHWAY 106
 DF9911'ABOUT 6 KM NORTH-NORTHEAST OF THE CITY OF EDGERTON, GO WEST ON STATE
 DF9911'HIGHWAY 106 FOR 0.9 KM TO BRIDGE --B-13-174-61-- OVER INTERSTATE
 DF9911'HIGHWAY 39 AND INTERSTATE HIGHWAY 90 AND THE STATION ON THE LEFT.
 DF9911'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9911'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF THE SOUTH END
 DF9911'OF THE EAST BRIDGE ABUTMENT ABOUT 0.6 M ABOVE THE HIGHWAY PAVEMENT.
 DF9911'THE STATION IS 5.3 M SOUTH OF THE CENTERLINE OF STATE HIGHWAY 106,
 DF9911'14.7 M WEST OF A WOOD POST FOR A --CURVE RIGHT 50 MPH-- SIGN AND 0.5
 DF9911'M NORTHEAST OF THE WOOD CORNER POST FOR A WOVEN WIRE FENCE.
 DF9911'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9911'THAN 20 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9910 ***********************************************************************
 DF9910  DESIGNATION -  1J40
 DF9910  PID         -  DF9910
 DF9910  STATE/COUNTY-  WI/DANE
 DF9910  USGS QUAD   -  ROCKDALE (1971)
 DF9910
 DF9910                         *CURRENT SURVEY CONTROL
 DF9910  ___________________________________________________________________
 DF9910* NAD 83(1986)-  42 53 03.     (N)    089 02 39.     (W)     SCALED    
 DF9910* NAVD 88     -       261.145  (meters)     856.77   (feet)  ADJUSTED  
 DF9910  ___________________________________________________________________
 DF9910  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 DF9910  DYNAMIC HT  -         261.074 (meters)     856.54  (feet)  COMP
 DF9910  MODELED GRAV-     980,338.9   (mgal)                       NAVD 88
 DF9910
 DF9910  VERT ORDER  -  SECOND    CLASS I
 DF9910
 DF9910.The horizontal coordinates were scaled from a topographic map and have
 DF9910.an estimated accuracy of +/- 6 seconds.
 DF9910
 DF9910.The orthometric height was determined by differential leveling
 DF9910.and adjusted by the National Geodetic Survey in February 2004..
 DF9910
 DF9910.The geoid height was determined by GEOID03.
 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     -    98,670.      678,080.      MT  (+/- 180 meters Scaled)
 DF9910
 DF9910                          SUPERSEDED SURVEY CONTROL
 DF9910
 DF9910.No superseded survey control is available for this station.
 DF9910
 DF9910_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN330499(NAD 83)
 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 - 2001
 DF9910
 DF9910  HISTORY     - Date     Condition        Report By
 DF9910  HISTORY     - 2001     MONUMENTED       WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9909 ***********************************************************************
 DF9909  DESIGNATION -  1J41
 DF9909  PID         -  DF9909
 DF9909  STATE/COUNTY-  WI/DANE
 DF9909  USGS QUAD   -  ROCKDALE (1971)
 DF9909
 DF9909                         *CURRENT SURVEY CONTROL
 DF9909  ___________________________________________________________________
 DF9909* NAD 83(1986)-  42 53 16.     (N)    089 01 05.     (W)     SCALED    
 DF9909* NAVD 88     -       263.387  (meters)     864.13   (feet)  ADJUSTED  
 DF9909  ___________________________________________________________________
 DF9909  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 DF9909  DYNAMIC HT  -         263.315 (meters)     863.89  (feet)  COMP
 DF9909  MODELED GRAV-     980,340.2   (mgal)                       NAVD 88
 DF9909
 DF9909  VERT ORDER  -  SECOND    CLASS I
 DF9909
 DF9909.The horizontal coordinates were scaled from a topographic map and have
 DF9909.an estimated accuracy of +/- 6 seconds.
 DF9909
 DF9909.The orthometric height was determined by differential leveling
 DF9909.and adjusted by the National Geodetic Survey in February 2004..
 DF9909
 DF9909.The geoid height was determined by GEOID03.
 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     -    99,100.      680,210.      MT  (+/- 180 meters Scaled)
 DF9909
 DF9909                          SUPERSEDED SURVEY CONTROL
 DF9909
 DF9909.No superseded survey control is available for this station.
 DF9909
 DF9909_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN352503(NAD 83)
 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 - 2001
 DF9909
 DF9909  HISTORY     - Date     Condition        Report By
 DF9909  HISTORY     - 2001     MONUMENTED       WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9908 ***********************************************************************
 DF9908  DESIGNATION -  1J42
 DF9908  PID         -  DF9908
 DF9908  STATE/COUNTY-  WI/JEFFERSON
 DF9908  USGS QUAD   -  BUSSEYVILLE (1971)
 DF9908
 DF9908                         *CURRENT SURVEY CONTROL
 DF9908  ___________________________________________________________________
 DF9908* NAD 83(1986)-  42 53 42.     (N)    088 59 43.     (W)     SCALED    
 DF9908* NAVD 88     -       241.562  (meters)     792.52   (feet)  ADJUSTED  
 DF9908  ___________________________________________________________________
 DF9908  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 DF9908  DYNAMIC HT  -         241.496 (meters)     792.31  (feet)  COMP
 DF9908  MODELED GRAV-     980,341.5   (mgal)                       NAVD 88
 DF9908
 DF9908  VERT ORDER  -  SECOND    CLASS I
 DF9908
 DF9908.The horizontal coordinates were scaled from a topographic map and have
 DF9908.an estimated accuracy of +/- 6 seconds.
 DF9908
 DF9908.The orthometric height was determined by differential leveling
 DF9908.and adjusted by the National Geodetic Survey in February 2004..
 DF9908
 DF9908.The geoid height was determined by GEOID03.
 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     -    99,920.      682,060.      MT  (+/- 180 meters Scaled)
 DF9908
 DF9908                          SUPERSEDED SURVEY CONTROL
 DF9908
 DF9908.No superseded survey control is available for this station.
 DF9908
 DF9908_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN370510(NAD 83)
 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 - 2001
 DF9908
 DF9908  HISTORY     - Date     Condition        Report By
 DF9908  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9907 ***********************************************************************
 DF9907  DESIGNATION -  1J43
 DF9907  PID         -  DF9907
 DF9907  STATE/COUNTY-  WI/JEFFERSON
 DF9907  USGS QUAD   -  BUSSEYVILLE (1971)
 DF9907
 DF9907                         *CURRENT SURVEY CONTROL
 DF9907  ___________________________________________________________________
 DF9907* NAD 83(1986)-  42 54 06.     (N)    088 58 37.     (W)     SCALED    
 DF9907* NAVD 88     -       255.433  (meters)     838.03   (feet)  ADJUSTED  
 DF9907  ___________________________________________________________________
 DF9907  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 DF9907  DYNAMIC HT  -         255.363 (meters)     837.80  (feet)  COMP
 DF9907  MODELED GRAV-     980,342.5   (mgal)                       NAVD 88
 DF9907
 DF9907  VERT ORDER  -  SECOND    CLASS I
 DF9907
 DF9907.The horizontal coordinates were scaled from a topographic map and have
 DF9907.an estimated accuracy of +/- 6 seconds.
 DF9907
 DF9907.The orthometric height was determined by differential leveling
 DF9907.and adjusted by the National Geodetic Survey in February 2004..
 DF9907
 DF9907.The geoid height was determined by GEOID03.
 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     -   100,680.      683,550.      MT  (+/- 180 meters Scaled)
 DF9907
 DF9907                          SUPERSEDED SURVEY CONTROL
 DF9907
 DF9907.No superseded survey control is available for this station.
 DF9907
 DF9907_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN386517(NAD 83)
 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 - 2001
 DF9907
 DF9907  HISTORY     - Date     Condition        Report By
 DF9907  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9906 ***********************************************************************
 DF9906  DESIGNATION -  1J44
 DF9906  PID         -  DF9906
 DF9906  STATE/COUNTY-  WI/JEFFERSON
 DF9906  USGS QUAD   -  BUSSEYVILLE (1971)
 DF9906
 DF9906                         *CURRENT SURVEY CONTROL
 DF9906  ___________________________________________________________________
 DF9906* NAD 83(1986)-  42 55 12.     (N)    088 57 25.     (W)     SCALED    
 DF9906* NAVD 88     -       242.119  (meters)     794.35   (feet)  ADJUSTED  
 DF9906  ___________________________________________________________________
 DF9906  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 DF9906  DYNAMIC HT  -         242.053 (meters)     794.14  (feet)  COMP
 DF9906  MODELED GRAV-     980,344.2   (mgal)                       NAVD 88
 DF9906
 DF9906  VERT ORDER  -  SECOND    CLASS I
 DF9906
 DF9906.The horizontal coordinates were scaled from a topographic map and have
 DF9906.an estimated accuracy of +/- 6 seconds.
 DF9906
 DF9906.The orthometric height was determined by differential leveling
 DF9906.and adjusted by the National Geodetic Survey in February 2004..
 DF9906
 DF9906.The geoid height was determined by GEOID03.
 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     -   102,740.      685,160.      MT  (+/- 180 meters Scaled)
 DF9906
 DF9906                          SUPERSEDED SURVEY CONTROL
 DF9906
 DF9906.No superseded survey control is available for this station.
 DF9906
 DF9906_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN402537(NAD 83)
 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 - 2001
 DF9906
 DF9906  HISTORY     - Date     Condition        Report By
 DF9906  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9905 ***********************************************************************
 DF9905  DESIGNATION -  1J45
 DF9905  PID         -  DF9905
 DF9905  STATE/COUNTY-  WI/JEFFERSON
 DF9905  USGS QUAD   -  BUSSEYVILLE (1971)
 DF9905
 DF9905                         *CURRENT SURVEY CONTROL
 DF9905  ___________________________________________________________________
 DF9905* NAD 83(1986)-  42 55 24.     (N)    088 54 16.     (W)     SCALED    
 DF9905* NAVD 88     -       242.410  (meters)     795.31   (feet)  ADJUSTED  
 DF9905  ___________________________________________________________________
 DF9905  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 DF9905  DYNAMIC HT  -         242.345 (meters)     795.09  (feet)  COMP
 DF9905  MODELED GRAV-     980,346.4   (mgal)                       NAVD 88
 DF9905
 DF9905  VERT ORDER  -  SECOND    CLASS I
 DF9905
 DF9905.The horizontal coordinates were scaled from a topographic map and have
 DF9905.an estimated accuracy of +/- 6 seconds.
 DF9905
 DF9905.The orthometric height was determined by differential leveling
 DF9905.and adjusted by the National Geodetic Survey in February 2004..
 DF9905
 DF9905.The geoid height was determined by GEOID03.
 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     -   103,160.      689,440.      MT  (+/- 180 meters Scaled)
 DF9905
 DF9905                          SUPERSEDED SURVEY CONTROL
 DF9905
 DF9905.No superseded survey control is available for this station.
 DF9905
 DF9905_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN445540(NAD 83)
 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 - 2001
 DF9905
 DF9905  HISTORY     - Date     Condition        Report By
 DF9905  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9904 ***********************************************************************
 DF9904  DESIGNATION -  1J46
 DF9904  PID         -  DF9904
 DF9904  STATE/COUNTY-  WI/JEFFERSON
 DF9904  USGS QUAD   -  BUSSEYVILLE (1971)
 DF9904
 DF9904                         *CURRENT SURVEY CONTROL
 DF9904  ___________________________________________________________________
 DF9904* NAD 83(1986)-  42 54 59.     (N)    088 53 04.     (W)     SCALED    
 DF9904* NAVD 88     -       237.966  (meters)     780.73   (feet)  ADJUSTED  
 DF9904  ___________________________________________________________________
 DF9904  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 DF9904  DYNAMIC HT  -         237.902 (meters)     780.52  (feet)  COMP
 DF9904  MODELED GRAV-     980,346.7   (mgal)                       NAVD 88
 DF9904
 DF9904  VERT ORDER  -  SECOND    CLASS I
 DF9904
 DF9904.The horizontal coordinates were scaled from a topographic map and have
 DF9904.an estimated accuracy of +/- 6 seconds.
 DF9904
 DF9904.The orthometric height was determined by differential leveling
 DF9904.and adjusted by the National Geodetic Survey in February 2004..
 DF9904
 DF9904.The geoid height was determined by GEOID03.
 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     -   102,410.      691,080.      MT  (+/- 180 meters Scaled)
 DF9904
 DF9904                          SUPERSEDED SURVEY CONTROL
 DF9904
 DF9904.No superseded survey control is available for this station.
 DF9904
 DF9904_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN461532(NAD 83)
 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 - 2001
 DF9904
 DF9904  HISTORY     - Date     Condition        Report By
 DF9904  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9903 ***********************************************************************
 DF9903  DESIGNATION -  1J47
 DF9903  PID         -  DF9903
 DF9903  STATE/COUNTY-  WI/JEFFERSON
 DF9903  USGS QUAD   -  FORT ATKINSON (1971)
 DF9903
 DF9903                         *CURRENT SURVEY CONTROL
 DF9903  ___________________________________________________________________
 DF9903* NAD 83(1986)-  42 55 11.     (N)    088 52 13.     (W)     SCALED    
 DF9903* NAVD 88     -       238.860  (meters)     783.66   (feet)  ADJUSTED  
 DF9903  ___________________________________________________________________
 DF9903  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 DF9903  DYNAMIC HT  -         238.796 (meters)     783.45  (feet)  COMP
 DF9903  MODELED GRAV-     980,347.4   (mgal)                       NAVD 88
 DF9903
 DF9903  VERT ORDER  -  SECOND    CLASS I
 DF9903
 DF9903.The horizontal coordinates were scaled from a topographic map and have
 DF9903.an estimated accuracy of +/- 6 seconds.
 DF9903
 DF9903.The orthometric height was determined by differential leveling
 DF9903.and adjusted by the National Geodetic Survey in February 2004..
 DF9903
 DF9903.The geoid height was determined by GEOID03.
 DF9903
 DF9903.The dynamic height is computed by dividing the NAVD 88
 DF9903.geopotential number by the normal gravity value computed on the
 DF9903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9903.degrees latitude (g = 980.6199 gals.).
 DF9903
 DF9903.The modeled gravity was interpolated from observed gravity values.
 DF9903
 DF9903;                    North         East    Units  Estimated Accuracy
 DF9903;SPC WI S     -   102,800.      692,230.      MT  (+/- 180 meters Scaled)
 DF9903
 DF9903                          SUPERSEDED SURVEY CONTROL
 DF9903
 DF9903.No superseded survey control is available for this station.
 DF9903
 DF9903_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN473535(NAD 83)
 DF9903_MARKER: DD = SURVEY DISK
 DF9903_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DF9903_SP_SET: BOX CULVERT
 DF9903_STAMPING: 1J47 2002
 DF9903_MARK LOGO: WIDT  
 DF9903_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF9903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF9903+STABILITY: SURFACE MOTION
 DF9903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9903+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9903
 DF9903  HISTORY     - Date     Condition        Report By
 DF9903  HISTORY     - 2001     MONUMENTED       WIDT
 DF9903
 DF9903                          STATION DESCRIPTION
 DF9903
 DF9903'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9903'THE STATION IS LOCATED ABOUT 15 KM SOUTHEAST OF CAMBRIDGE, 11 KM
 DF9903'SOUTHWEST OF JEFFERSON AND 3 KM WEST OF FORT ATKINSON.
 DF9903'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION. TO REACH THE
 DF9903'STATION FROM THE JUNCTION OF STATE HIGHWAY 26 WITH STATE HIGHWAY 106
 DF9903'ABOUT 3 KM SOUTHWEST OF THE CITY OF FORT ATKINSON, GO NORTHEAST ON
 DF9903'STATE HIGHWAY 106 FOR 1.0 KM TO BOX CULVERT --C-28-11-53-- AND THE
 DF9903'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9903'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9903'THE NORTH END OF THE EAST ABUTMENT OF A CONCRETE BOX CULVERT AND
 DF9903'ABOUT 0.5 M ABOVE THE HIGHWAY PAVEMENT. THE STATION IS 6.8 M
 DF9903'NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 106, 60 M NORTH OF A
 DF9903'FIELD ENTRANCE, AND 22.5 M SOUTHWEST OF A WOOD POST FOR A --NO
 DF9903'PASSING ZONE-- SIGN. ---NOTE---THIS STATION HAS NO VISIBLE
 DF9903'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON
 DF9903'EXCEPT FOR TREES TO THE SOUTHEAST EXTENDING TO 30 DEGREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9901 ***********************************************************************
 DF9901  DESIGNATION -  1J48
 DF9901  PID         -  DF9901
 DF9901  STATE/COUNTY-  WI/JEFFERSON
 DF9901  USGS QUAD   -  FORT ATKINSON (1971)
 DF9901
 DF9901                         *CURRENT SURVEY CONTROL
 DF9901  ___________________________________________________________________
 DF9901* NAD 83(1986)-  42 55 34.     (N)    088 49 34.     (W)     SCALED    
 DF9901* NAVD 88     -       239.464  (meters)     785.64   (feet)  ADJUSTED  
 DF9901  ___________________________________________________________________
 DF9901  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 DF9901  DYNAMIC HT  -         239.400 (meters)     785.43  (feet)  COMP
 DF9901  MODELED GRAV-     980,349.1   (mgal)                       NAVD 88
 DF9901
 DF9901  VERT ORDER  -  SECOND    CLASS I
 DF9901
 DF9901.The horizontal coordinates were scaled from a topographic map and have
 DF9901.an estimated accuracy of +/- 6 seconds.
 DF9901
 DF9901.The orthometric height was determined by differential leveling
 DF9901.and adjusted by the National Geodetic Survey in February 2004..
 DF9901
 DF9901.The geoid height was determined by GEOID03.
 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     -   103,560.      695,830.      MT  (+/- 180 meters Scaled)
 DF9901
 DF9901                          SUPERSEDED SURVEY CONTROL
 DF9901
 DF9901.No superseded survey control is available for this station.
 DF9901
 DF9901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN509542(NAD 83)
 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_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF9901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9901_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9901+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9901
 DF9901  HISTORY     - Date     Condition        Report By
 DF9901  HISTORY     - 2001     MONUMENTED       WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9902 ***********************************************************************
 DF9902  DESIGNATION -  1J49
 DF9902  PID         -  DF9902
 DF9902  STATE/COUNTY-  WI/JEFFERSON
 DF9902  USGS QUAD   -  FORT ATKINSON (1971)
 DF9902
 DF9902                         *CURRENT SURVEY CONTROL
 DF9902  ___________________________________________________________________
 DF9902* NAD 83(1986)-  42 55 42.     (N)    088 50 34.     (W)     SCALED    
 DF9902* NAVD 88     -       243.217  (meters)     797.95   (feet)  ADJUSTED  
 DF9902  ___________________________________________________________________
 DF9902  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 DF9902  DYNAMIC HT  -         243.152 (meters)     797.74  (feet)  COMP
 DF9902  MODELED GRAV-     980,348.6   (mgal)                       NAVD 88
 DF9902
 DF9902  VERT ORDER  -  SECOND    CLASS I
 DF9902
 DF9902.The horizontal coordinates were scaled from a topographic map and have
 DF9902.an estimated accuracy of +/- 6 seconds.
 DF9902
 DF9902.The orthometric height was determined by differential leveling
 DF9902.and adjusted by the National Geodetic Survey in February 2004..
 DF9902
 DF9902.The geoid height was determined by GEOID03.
 DF9902
 DF9902.The dynamic height is computed by dividing the NAVD 88
 DF9902.geopotential number by the normal gravity value computed on the
 DF9902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9902.degrees latitude (g = 980.6199 gals.).
 DF9902
 DF9902.The modeled gravity was interpolated from observed gravity values.
 DF9902
 DF9902;                    North         East    Units  Estimated Accuracy
 DF9902;SPC WI S     -   103,790.      694,460.      MT  (+/- 180 meters Scaled)
 DF9902
 DF9902                          SUPERSEDED SURVEY CONTROL
 DF9902
 DF9902.No superseded survey control is available for this station.
 DF9902
 DF9902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN496545(NAD 83)
 DF9902_MARKER: DD = SURVEY DISK
 DF9902_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF9902_SP_SET: BRIDGE WINGWALL
 DF9902_STAMPING: 1J49 2002
 DF9902_MARK LOGO: WIDT  
 DF9902_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF9902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9902_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9902+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9902
 DF9902  HISTORY     - Date     Condition        Report By
 DF9902  HISTORY     - 2001     MONUMENTED       WIDT
 DF9902
 DF9902                          STATION DESCRIPTION
 DF9902
 DF9902'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9902'THE STATION IS LOCATED IN THE CITY OF FORT ATKINSON.
 DF9902'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION. TO REACH THE
 DF9902'STATION FROM THE JUNCTION OF US HIGHWAY 12 WITH STATE HIGHWAY 106 AT
 DF9902'THE INTERSECTION OF MAIN STREET AND EAST SHERMAN AVENUE IN THE CITY
 DF9902'OF FORT ATKINSON, GO WEST, THEN SOUTHWEST ON STATE HIGHWAY 106 (EAST
 DF9902'SHERMAN AVENUE) FOR 0.6 KM TO BRIDGE --B-28-9-73-- AND THE STATION ON
 DF9902'THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9902'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9902'THE NORTHEAST CONCRETE WINGWALL ABOUT 0.4 M ABOVE THE HIGHWAY
 DF9902'PAVEMENT. THE STATION IS 13.7 M SOUTHEAST OF THE CENTERLINE OF STATE
 DF9902'HIGHWAY 106 (EAST SHERMAN AVENUE), 15.0 M SOUTHWEST OF POWER POLE
 DF9902'--72-12320 65-3--, AND 11.3 M NORTHEAST OF THE CENTERLINE OF ROBERT
 DF9902'STREET.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS DUE TO A
 DF9902'LIGHT POLE DIRECTLY SOUTH OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9900 ***********************************************************************
 DF9900  DESIGNATION -  1J50
 DF9900  PID         -  DF9900
 DF9900  STATE/COUNTY-  WI/JEFFERSON
 DF9900  USGS QUAD   -  FORT ATKINSON (1971)
 DF9900
 DF9900                         *CURRENT SURVEY CONTROL
 DF9900  ___________________________________________________________________
 DF9900* NAD 83(1986)-  42 55 26.     (N)    088 48 11.     (W)     SCALED    
 DF9900* NAVD 88     -       242.139  (meters)     794.42   (feet)  ADJUSTED  
 DF9900  ___________________________________________________________________
 DF9900  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 DF9900  DYNAMIC HT  -         242.075 (meters)     794.21  (feet)  COMP
 DF9900  MODELED GRAV-     980,349.7   (mgal)                       NAVD 88
 DF9900
 DF9900  VERT ORDER  -  SECOND    CLASS I
 DF9900
 DF9900.The horizontal coordinates were scaled from a topographic map and have
 DF9900.an estimated accuracy of +/- 6 seconds.
 DF9900
 DF9900.The orthometric height was determined by differential leveling
 DF9900.and adjusted by the National Geodetic Survey in February 2004..
 DF9900
 DF9900.The geoid height was determined by GEOID03.
 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     -   103,340.      697,710.      MT  (+/- 180 meters Scaled)
 DF9900
 DF9900                          SUPERSEDED SURVEY CONTROL
 DF9900
 DF9900.No superseded survey control is available for this station.
 DF9900
 DF9900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN528539(NAD 83)
 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 - 2001
 DF9900
 DF9900  HISTORY     - Date     Condition        Report By
 DF9900  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9696 ***********************************************************************
 DF9696  DESIGNATION -  1J51
 DF9696  PID         -  DF9696
 DF9696  STATE/COUNTY-  WI/JEFFERSON
 DF9696  USGS QUAD   -  FORT ATKINSON (1971)
 DF9696
 DF9696                         *CURRENT SURVEY CONTROL
 DF9696  ___________________________________________________________________
 DF9696* NAD 83(1986)-  42 53 58.     (N)    088 46 38.     (W)     SCALED    
 DF9696* NAVD 88     -       239.845  (meters)     786.89   (feet)  ADJUSTED  
 DF9696  ___________________________________________________________________
 DF9696  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 DF9696  DYNAMIC HT  -         239.781 (meters)     786.68  (feet)  COMP
 DF9696  MODELED GRAV-     980,349.1   (mgal)                       NAVD 88
 DF9696
 DF9696  VERT ORDER  -  SECOND    CLASS I
 DF9696
 DF9696.The horizontal coordinates were scaled from a topographic map and have
 DF9696.an estimated accuracy of +/- 6 seconds.
 DF9696
 DF9696.The orthometric height was determined by differential leveling
 DF9696.and adjusted by the National Geodetic Survey in February 2004..
 DF9696
 DF9696.The geoid height was determined by GEOID03.
 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     -   100,650.      699,860.      MT  (+/- 180 meters Scaled)
 DF9696
 DF9696                          SUPERSEDED SURVEY CONTROL
 DF9696
 DF9696.No superseded survey control is available for this station.
 DF9696
 DF9696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN549511(NAD 83)
 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 - 2001
 DF9696
 DF9696  HISTORY     - Date     Condition        Report By
 DF9696  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9695 ***********************************************************************
 DF9695  DESIGNATION -  1J52
 DF9695  PID         -  DF9695
 DF9695  STATE/COUNTY-  WI/JEFFERSON
 DF9695  USGS QUAD   -  FORT ATKINSON (1971)
 DF9695
 DF9695                         *CURRENT SURVEY CONTROL
 DF9695  ___________________________________________________________________
 DF9695* NAD 83(1986)-  42 52 39.     (N)    088 46 16.     (W)     SCALED    
 DF9695* NAVD 88     -       243.099  (meters)     797.57   (feet)  ADJUSTED  
 DF9695  ___________________________________________________________________
 DF9695  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 DF9695  DYNAMIC HT  -         243.034 (meters)     797.35  (feet)  COMP
 DF9695  MODELED GRAV-     980,348.2   (mgal)                       NAVD 88
 DF9695
 DF9695  VERT ORDER  -  SECOND    CLASS I
 DF9695
 DF9695.The horizontal coordinates were scaled from a topographic map and have
 DF9695.an estimated accuracy of +/- 6 seconds.
 DF9695
 DF9695.The orthometric height was determined by differential leveling
 DF9695.and adjusted by the National Geodetic Survey in February 2004..
 DF9695
 DF9695.The geoid height was determined by GEOID03.
 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     -    98,220.      700,400.      MT  (+/- 180 meters Scaled)
 DF9695
 DF9695                          SUPERSEDED SURVEY CONTROL
 DF9695
 DF9695.No superseded survey control is available for this station.
 DF9695
 DF9695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN553487(NAD 83)
 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 - 2001
 DF9695
 DF9695  HISTORY     - Date     Condition        Report By
 DF9695  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG3898 ***********************************************************************
 DG3898  DESIGNATION -  1J90
 DG3898  PID         -  DG3898
 DG3898  STATE/COUNTY-  WI/WALWORTH
 DG3898  USGS QUAD   -  SHARON (1994)
 DG3898
 DG3898                         *CURRENT SURVEY CONTROL
 DG3898  ___________________________________________________________________
 DG3898* NAD 83(1986)-  42 34 49.     (N)    088 43 02.     (W)     SCALED    
 DG3898* NAVD 88     -       276.580  (meters)     907.41   (feet)  ADJUSTED  
 DG3898  ___________________________________________________________________
 DG3898  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 DG3898  DYNAMIC HT  -         276.495 (meters)     907.13  (feet)  COMP
 DG3898  MODELED GRAV-     980,307.4   (mgal)                       NAVD 88
 DG3898
 DG3898  VERT ORDER  -  SECOND    CLASS I
 DG3898
 DG3898.The horizontal coordinates were scaled from a topographic map and have
 DG3898.an estimated accuracy of +/- 6 seconds.
 DG3898
 DG3898.The orthometric height was determined by differential leveling
 DG3898.and adjusted by the National Geodetic Survey in February 2004..
 DG3898
 DG3898.The geoid height was determined by GEOID03.
 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     -    65,280.      705,310.      MT  (+/- 180 meters Scaled)
 DG3898
 DG3898                          SUPERSEDED SURVEY CONTROL
 DG3898
 DG3898.No superseded survey control is available for this station.
 DG3898
 DG3898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN590156(NAD 83)
 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 - 2001
 DG3898
 DG3898  HISTORY     - Date     Condition        Report By
 DG3898  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9502 ***********************************************************************
 DF9502  DESIGNATION -  1K01
 DF9502  PID         -  DF9502
 DF9502  STATE/COUNTY-  WI/WALWORTH
 DF9502  USGS QUAD   -  LAKE GENEVA (1976)
 DF9502
 DF9502                         *CURRENT SURVEY CONTROL
 DF9502  ___________________________________________________________________
 DF9502* NAD 83(1986)-  42 31 00.     (N)    088 25 44.     (W)     SCALED    
 DF9502* NAVD 88     -       274.811  (meters)     901.61   (feet)  ADJUSTED  
 DF9502  ___________________________________________________________________
 DF9502  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 DF9502  DYNAMIC HT  -         274.723 (meters)     901.32  (feet)  COMP
 DF9502  MODELED GRAV-     980,294.1   (mgal)                       NAVD 88
 DF9502
 DF9502  VERT ORDER  -  SECOND    CLASS I
 DF9502
 DF9502.The horizontal coordinates were scaled from a topographic map and have
 DF9502.an estimated accuracy of +/- 6 seconds.
 DF9502
 DF9502.The orthometric height was determined by differential leveling
 DF9502.and adjusted by the National Geodetic Survey in February 2004..
 DF9502
 DF9502.The geoid height was determined by GEOID03.
 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     -    58,610.      729,110.      MT  (+/- 180 meters Scaled)
 DF9502
 DF9502                          SUPERSEDED SURVEY CONTROL
 DF9502
 DF9502.No superseded survey control is available for this station.
 DF9502
 DF9502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN826081(NAD 83)
 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 - 2001
 DF9502
 DF9502  HISTORY     - Date     Condition        Report By
 DF9502  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9503 ***********************************************************************
 DF9503  DESIGNATION -  1K02
 DF9503  PID         -  DF9503
 DF9503  STATE/COUNTY-  WI/WALWORTH
 DF9503  USGS QUAD   -  LAKE GENEVA (1976)
 DF9503
 DF9503                         *CURRENT SURVEY CONTROL
 DF9503  ___________________________________________________________________
 DF9503* NAD 83(1986)-  42 30 59.     (N)    088 23 51.     (W)     SCALED    
 DF9503* NAVD 88     -       270.394  (meters)     887.12   (feet)  ADJUSTED  
 DF9503  ___________________________________________________________________
 DF9503  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 DF9503  DYNAMIC HT  -         270.307 (meters)     886.83  (feet)  COMP
 DF9503  MODELED GRAV-     980,294.7   (mgal)                       NAVD 88
 DF9503
 DF9503  VERT ORDER  -  SECOND    CLASS I
 DF9503
 DF9503.The horizontal coordinates were scaled from a topographic map and have
 DF9503.an estimated accuracy of +/- 6 seconds.
 DF9503
 DF9503.The orthometric height was determined by differential leveling
 DF9503.and adjusted by the National Geodetic Survey in February 2004..
 DF9503
 DF9503.The geoid height was determined by GEOID03.
 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     -    58,630.      731,690.      MT  (+/- 180 meters Scaled)
 DF9503
 DF9503                          SUPERSEDED SURVEY CONTROL
 DF9503
 DF9503.No superseded survey control is available for this station.
 DF9503
 DF9503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN852080(NAD 83)
 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 - 2001
 DF9503
 DF9503  HISTORY     - Date     Condition        Report By
 DF9503  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9505 ***********************************************************************
 DF9505  DESIGNATION -  1K03
 DF9505  PID         -  DF9505
 DF9505  STATE/COUNTY-  WI/WALWORTH
 DF9505  USGS QUAD   -  GENOA CITY (1971)
 DF9505
 DF9505                         *CURRENT SURVEY CONTROL
 DF9505  ___________________________________________________________________
 DF9505* NAD 83(1986)-  42 31 25.     (N)    088 21 39.     (W)     SCALED    
 DF9505* NAVD 88     -       260.446  (meters)     854.48   (feet)  ADJUSTED  
 DF9505  ___________________________________________________________________
 DF9505  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 DF9505  DYNAMIC HT  -         260.363 (meters)     854.21  (feet)  COMP
 DF9505  MODELED GRAV-     980,296.2   (mgal)                       NAVD 88
 DF9505
 DF9505  VERT ORDER  -  SECOND    CLASS I
 DF9505
 DF9505.The horizontal coordinates were scaled from a topographic map and have
 DF9505.an estimated accuracy of +/- 6 seconds.
 DF9505
 DF9505.The orthometric height was determined by differential leveling
 DF9505.and adjusted by the National Geodetic Survey in February 2004..
 DF9505
 DF9505.The geoid height was determined by GEOID03.
 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     -    59,490.      734,690.      MT  (+/- 180 meters Scaled)
 DF9505
 DF9505                          SUPERSEDED SURVEY CONTROL
 DF9505
 DF9505.No superseded survey control is available for this station.
 DF9505
 DF9505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN882088(NAD 83)
 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 - 2001
 DF9505
 DF9505  HISTORY     - Date     Condition        Report By
 DF9505  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9506 ***********************************************************************
 DF9506  DESIGNATION -  1K04
 DF9506  PID         -  DF9506
 DF9506  STATE/COUNTY-  WI/WALWORTH
 DF9506  USGS QUAD   -  GENOA CITY (1971)
 DF9506
 DF9506                         *CURRENT SURVEY CONTROL
 DF9506  ___________________________________________________________________
 DF9506* NAD 83(1986)-  42 31 03.     (N)    088 20 30.     (W)     SCALED    
 DF9506* NAVD 88     -       253.794  (meters)     832.66   (feet)  ADJUSTED  
 DF9506  ___________________________________________________________________
 DF9506  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 DF9506  DYNAMIC HT  -         253.713 (meters)     832.39  (feet)  COMP
 DF9506  MODELED GRAV-     980,295.6   (mgal)                       NAVD 88
 DF9506
 DF9506  VERT ORDER  -  SECOND    CLASS I
 DF9506
 DF9506.The horizontal coordinates were scaled from a topographic map and have
 DF9506.an estimated accuracy of +/- 6 seconds.
 DF9506
 DF9506.The orthometric height was determined by differential leveling
 DF9506.and adjusted by the National Geodetic Survey in February 2004..
 DF9506
 DF9506.The geoid height was determined by GEOID03.
 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     -    58,850.      736,270.      MT  (+/- 180 meters Scaled)
 DF9506
 DF9506                          SUPERSEDED SURVEY CONTROL
 DF9506
 DF9506.No superseded survey control is available for this station.
 DF9506
 DF9506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN897081(NAD 83)
 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 - 2001
 DF9506
 DF9506  HISTORY     - Date     Condition        Report By
 DF9506  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9507 ***********************************************************************
 DF9507  DESIGNATION -  1K05
 DF9507  PID         -  DF9507
 DF9507  STATE/COUNTY-  WI/WALWORTH
 DF9507  USGS QUAD   -  GENOA CITY (1971)
 DF9507
 DF9507                         *CURRENT SURVEY CONTROL
 DF9507  ___________________________________________________________________
 DF9507* NAD 83(1986)-  42 30 59.     (N)    088 19 00.     (W)     SCALED    
 DF9507* NAVD 88     -       272.209  (meters)     893.07   (feet)  ADJUSTED  
 DF9507  ___________________________________________________________________
 DF9507  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 DF9507  DYNAMIC HT  -         272.122 (meters)     892.79  (feet)  COMP
 DF9507  MODELED GRAV-     980,295.6   (mgal)                       NAVD 88
 DF9507
 DF9507  VERT ORDER  -  SECOND    CLASS I
 DF9507
 DF9507.The horizontal coordinates were scaled from a topographic map and have
 DF9507.an estimated accuracy of +/- 6 seconds.
 DF9507
 DF9507.The orthometric height was determined by differential leveling
 DF9507.and adjusted by the National Geodetic Survey in February 2004..
 DF9507
 DF9507.The geoid height was determined by GEOID03.
 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     -    58,760.      738,330.      MT  (+/- 180 meters Scaled)
 DF9507
 DF9507                          SUPERSEDED SURVEY CONTROL
 DF9507
 DF9507.No superseded survey control is available for this station.
 DF9507
 DF9507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN918079(NAD 83)
 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 - 2001
 DF9507
 DF9507  HISTORY     - Date     Condition        Report By
 DF9507  HISTORY     - 2001     MONUMENTED       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--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9508 ***********************************************************************
 DF9508  DESIGNATION -  1K06
 DF9508  PID         -  DF9508
 DF9508  STATE/COUNTY-  WI/KENOSHA
 DF9508  USGS QUAD   -  GENOA CITY (1971)
 DF9508
 DF9508                         *CURRENT SURVEY CONTROL
 DF9508  ___________________________________________________________________
 DF9508* NAD 83(1986)-  42 31 26.     (N)    088 16 51.     (W)     SCALED    
 DF9508* NAVD 88     -       264.144  (meters)     866.61   (feet)  ADJUSTED  
 DF9508  ___________________________________________________________________
 DF9508  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 DF9508  DYNAMIC HT  -         264.060 (meters)     866.34  (feet)  COMP
 DF9508  MODELED GRAV-     980,296.6   (mgal)                       NAVD 88
 DF9508
 DF9508  VERT ORDER  -  SECOND    CLASS I
 DF9508
 DF9508.The horizontal coordinates were scaled from a topographic map and have
 DF9508.an estimated accuracy of +/- 6 seconds.
 DF9508
 DF9508.The orthometric height was determined by differential leveling
 DF9508.and adjusted by the National Geodetic Survey in February 2004..
 DF9508
 DF9508.The geoid height was determined by GEOID03.
 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     -    59,660.      741,260.      MT  (+/- 180 meters Scaled)
 DF9508
 DF9508                          SUPERSEDED SURVEY CONTROL
 DF9508
 DF9508.No superseded survey control is available for this station.
 DF9508
 DF9508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN947087(NAD 83)
 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 - 2001
 DF9508
 DF9508  HISTORY     - Date     Condition        Report By
 DF9508  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9509 ***********************************************************************
 DF9509  DESIGNATION -  1K07
 DF9509  PID         -  DF9509
 DF9509  STATE/COUNTY-  WI/KENOSHA
 DF9509  USGS QUAD   -  GENOA CITY (1971)
 DF9509
 DF9509                         *CURRENT SURVEY CONTROL
 DF9509  ___________________________________________________________________
 DF9509* NAD 83(1986)-  42 32 24.     (N)    088 16 52.     (W)     SCALED    
 DF9509* NAVD 88     -       267.614  (meters)     878.00   (feet)  ADJUSTED  
 DF9509  ___________________________________________________________________
 DF9509  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 DF9509  DYNAMIC HT  -         267.529 (meters)     877.72  (feet)  COMP
 DF9509  MODELED GRAV-     980,298.6   (mgal)                       NAVD 88
 DF9509
 DF9509  VERT ORDER  -  SECOND    CLASS I
 DF9509
 DF9509.The horizontal coordinates were scaled from a topographic map and have
 DF9509.an estimated accuracy of +/- 6 seconds.
 DF9509
 DF9509.The orthometric height was determined by differential leveling
 DF9509.and adjusted by the National Geodetic Survey in February 2004..
 DF9509
 DF9509.The geoid height was determined by GEOID03.
 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     -    61,450.      741,200.      MT  (+/- 180 meters Scaled)
 DF9509
 DF9509                          SUPERSEDED SURVEY CONTROL
 DF9509
 DF9509.No superseded survey control is available for this station.
 DF9509
 DF9509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN948105(NAD 83)
 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 - 2001
 DF9509
 DF9509  HISTORY     - Date     Condition        Report By
 DF9509  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9464 ***********************************************************************
 DF9464  DESIGNATION -  1K08
 DF9464  PID         -  DF9464
 DF9464  STATE/COUNTY-  WI/KENOSHA
 DF9464  USGS QUAD   -  GENOA CITY (1971)
 DF9464
 DF9464                         *CURRENT SURVEY CONTROL
 DF9464  ___________________________________________________________________
 DF9464* NAD 83(1986)-  42 32 58.     (N)    088 15 37.     (W)     SCALED    
 DF9464* NAVD 88     -       275.720  (meters)     904.59   (feet)  ADJUSTED  
 DF9464  ___________________________________________________________________
 DF9464  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 DF9464  DYNAMIC HT  -         275.633 (meters)     904.31  (feet)  COMP
 DF9464  MODELED GRAV-     980,299.8   (mgal)                       NAVD 88
 DF9464
 DF9464  VERT ORDER  -  SECOND    CLASS I
 DF9464
 DF9464.The horizontal coordinates were scaled from a topographic map and have
 DF9464.an estimated accuracy of +/- 6 seconds.
 DF9464
 DF9464.The orthometric height was determined by differential leveling
 DF9464.and adjusted by the National Geodetic Survey in February 2004..
 DF9464
 DF9464.The geoid height was determined by GEOID03.
 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     -    62,530.      742,890.      MT  (+/- 180 meters Scaled)
 DF9464
 DF9464                          SUPERSEDED SURVEY CONTROL
 DF9464
 DF9464.No superseded survey control is available for this station.
 DF9464
 DF9464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN965115(NAD 83)
 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 - 2001
 DF9464
 DF9464  HISTORY     - Date     Condition        Report By
 DF9464  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9463 ***********************************************************************
 DF9463  DESIGNATION -  1K09
 DF9463  PID         -  DF9463
 DF9463  STATE/COUNTY-  WI/KENOSHA
 DF9463  USGS QUAD   -  SILVER LAKE (1987)
 DF9463
 DF9463                         *CURRENT SURVEY CONTROL
 DF9463  ___________________________________________________________________
 DF9463* NAD 83(1986)-  42 32 40.     (N)    088 14 16.     (W)     SCALED    
 DF9463* NAVD 88     -       250.239  (meters)     820.99   (feet)  ADJUSTED  
 DF9463  ___________________________________________________________________
 DF9463  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 DF9463  DYNAMIC HT  -         250.160 (meters)     820.73  (feet)  COMP
 DF9463  MODELED GRAV-     980,299.0   (mgal)                       NAVD 88
 DF9463
 DF9463  VERT ORDER  -  SECOND    CLASS I
 DF9463
 DF9463.The horizontal coordinates were scaled from a topographic map and have
 DF9463.an estimated accuracy of +/- 6 seconds.
 DF9463
 DF9463.The orthometric height was determined by differential leveling
 DF9463.and adjusted by the National Geodetic Survey in February 2004..
 DF9463
 DF9463.The geoid height was determined by GEOID03.
 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     -    62,010.      744,750.      MT  (+/- 180 meters Scaled)
 DF9463
 DF9463                          SUPERSEDED SURVEY CONTROL
 DF9463
 DF9463.No superseded survey control is available for this station.
 DF9463
 DF9463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN983109(NAD 83)
 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 - 2001
 DF9463
 DF9463  HISTORY     - Date     Condition        Report By
 DF9463  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9462 ***********************************************************************
 DF9462  DESIGNATION -  1K10
 DF9462  PID         -  DF9462
 DF9462  STATE/COUNTY-  WI/KENOSHA
 DF9462  USGS QUAD   -  SILVER LAKE (1987)
 DF9462
 DF9462                         *CURRENT SURVEY CONTROL
 DF9462  ___________________________________________________________________
 DF9462* NAD 83(1986)-  42 32 10.     (N)    088 13 03.     (W)     SCALED    
 DF9462* NAVD 88     -       259.126  (meters)     850.15   (feet)  ADJUSTED  
 DF9462  ___________________________________________________________________
 DF9462  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 DF9462  DYNAMIC HT  -         259.044 (meters)     849.88  (feet)  COMP
 DF9462  MODELED GRAV-     980,297.9   (mgal)                       NAVD 88
 DF9462
 DF9462  VERT ORDER  -  SECOND    CLASS I
 DF9462
 DF9462.The horizontal coordinates were scaled from a topographic map and have
 DF9462.an estimated accuracy of +/- 6 seconds.
 DF9462
 DF9462.The orthometric height was determined by differential leveling
 DF9462.and adjusted by the National Geodetic Survey in February 2004..
 DF9462
 DF9462.The geoid height was determined by GEOID03.
 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     -    61,120.      746,430.      MT  (+/- 180 meters Scaled)
 DF9462
 DF9462                          SUPERSEDED SURVEY CONTROL
 DF9462
 DF9462.No superseded survey control is available for this station.
 DF9462
 DF9462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN000100(NAD 83)
 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 - 2001
 DF9462
 DF9462  HISTORY     - Date     Condition        Report By
 DF9462  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9842 ***********************************************************************
 DF9842  DESIGNATION -  1K11
 DF9842  PID         -  DF9842
 DF9842  STATE/COUNTY-  WI/KENOSHA
 DF9842  USGS QUAD   -  SILVER LAKE (1987)
 DF9842
 DF9842                         *CURRENT SURVEY CONTROL
 DF9842  ___________________________________________________________________
 DF9842* NAD 83(1986)-  42 32 20.     (N)    088 11 26.     (W)     SCALED    
 DF9842* NAVD 88     -       239.549  (meters)     785.92   (feet)  ADJUSTED  
 DF9842  ___________________________________________________________________
 DF9842  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 DF9842  DYNAMIC HT  -         239.473 (meters)     785.67  (feet)  COMP
 DF9842  MODELED GRAV-     980,298.1   (mgal)                       NAVD 88
 DF9842
 DF9842  VERT ORDER  -  SECOND    CLASS I
 DF9842
 DF9842.The horizontal coordinates were scaled from a topographic map and have
 DF9842.an estimated accuracy of +/- 6 seconds.
 DF9842
 DF9842.The orthometric height was determined by differential leveling
 DF9842.and adjusted by the National Geodetic Survey in February 2004..
 DF9842
 DF9842.The geoid height was determined by GEOID03.
 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     -    61,480.      748,640.      MT  (+/- 180 meters Scaled)
 DF9842
 DF9842                          SUPERSEDED SURVEY CONTROL
 DF9842
 DF9842.No superseded survey control is available for this station.
 DF9842
 DF9842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN022102(NAD 83)
 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 - 2001
 DF9842
 DF9842  HISTORY     - Date     Condition        Report By
 DF9842  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9461 ***********************************************************************
 DF9461  DESIGNATION -  1K12
 DF9461  PID         -  DF9461
 DF9461  STATE/COUNTY-  WI/KENOSHA
 DF9461  USGS QUAD   -  SILVER LAKE (1987)
 DF9461
 DF9461                         *CURRENT SURVEY CONTROL
 DF9461  ___________________________________________________________________
 DF9461* NAD 83(1986)-  42 32 28.     (N)    088 10 19.     (W)     SCALED    
 DF9461* NAVD 88     -       229.059  (meters)     751.50   (feet)  ADJUSTED  
 DF9461  ___________________________________________________________________
 DF9461  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 DF9461  DYNAMIC HT  -         228.986 (meters)     751.26  (feet)  COMP
 DF9461  MODELED GRAV-     980,298.3   (mgal)                       NAVD 88
 DF9461
 DF9461  VERT ORDER  -  SECOND    CLASS I
 DF9461
 DF9461.The horizontal coordinates were scaled from a topographic map and have
 DF9461.an estimated accuracy of +/- 6 seconds.
 DF9461
 DF9461.The orthometric height was determined by differential leveling
 DF9461.and adjusted by the National Geodetic Survey in February 2004..
 DF9461
 DF9461.The geoid height was determined by GEOID03.
 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     -    61,760.      750,160.      MT  (+/- 180 meters Scaled)
 DF9461
 DF9461                          SUPERSEDED SURVEY CONTROL
 DF9461
 DF9461.No superseded survey control is available for this station.
 DF9461
 DF9461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN037105(NAD 83)
 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 - 2001
 DF9461
 DF9461  HISTORY     - Date     Condition        Report By
 DF9461  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9459 ***********************************************************************
 DF9459  DESIGNATION -  1K13
 DF9459  PID         -  DF9459
 DF9459  STATE/COUNTY-  WI/KENOSHA
 DF9459  USGS QUAD   -  SILVER LAKE (1987)
 DF9459
 DF9459                         *CURRENT SURVEY CONTROL
 DF9459  ___________________________________________________________________
 DF9459* NAD 83(1986)-  42 32 06.     (N)    088 08 40.     (W)     SCALED    
 DF9459* NAVD 88     -       227.023  (meters)     744.82   (feet)  ADJUSTED  
 DF9459  ___________________________________________________________________
 DF9459  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 DF9459  DYNAMIC HT  -         226.950 (meters)     744.59  (feet)  COMP
 DF9459  MODELED GRAV-     980,297.6   (mgal)                       NAVD 88
 DF9459
 DF9459  VERT ORDER  -  SECOND    CLASS I
 DF9459
 DF9459.The horizontal coordinates were scaled from a topographic map and have
 DF9459.an estimated accuracy of +/- 6 seconds.
 DF9459
 DF9459.The orthometric height was determined by differential leveling
 DF9459.and adjusted by the National Geodetic Survey in February 2004..
 DF9459
 DF9459.The geoid height was determined by GEOID03.
 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     -    61,130.      752,430.      MT  (+/- 180 meters Scaled)
 DF9459
 DF9459                          SUPERSEDED SURVEY CONTROL
 DF9459
 DF9459.No superseded survey control is available for this station.
 DF9459
 DF9459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN060098(NAD 83)
 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 SUITABLE FOR
 DF9459+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9459
 DF9459  HISTORY     - Date     Condition        Report By
 DF9459  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9458 ***********************************************************************
 DF9458  DESIGNATION -  1K14
 DF9458  PID         -  DF9458
 DF9458  STATE/COUNTY-  WI/KENOSHA
 DF9458  USGS QUAD   -  SILVER LAKE (1987)
 DF9458
 DF9458                         *CURRENT SURVEY CONTROL
 DF9458  ___________________________________________________________________
 DF9458* NAD 83(1986)-  42 31 35.     (N)    088 07 34.     (W)     SCALED    
 DF9458* NAVD 88     -       239.022  (meters)     784.19   (feet)  ADJUSTED  
 DF9458  ___________________________________________________________________
 DF9458  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 DF9458  DYNAMIC HT  -         238.946 (meters)     783.94  (feet)  COMP
 DF9458  MODELED GRAV-     980,296.5   (mgal)                       NAVD 88
 DF9458
 DF9458  VERT ORDER  -  SECOND    CLASS I
 DF9458
 DF9458.The horizontal coordinates were scaled from a topographic map and have
 DF9458.an estimated accuracy of +/- 6 seconds.
 DF9458
 DF9458.The orthometric height was determined by differential leveling
 DF9458.and adjusted by the National Geodetic Survey in February 2004..
 DF9458
 DF9458.The geoid height was determined by GEOID03.
 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     -    60,210.      753,960.      MT  (+/- 180 meters Scaled)
 DF9458
 DF9458                          SUPERSEDED SURVEY CONTROL
 DF9458
 DF9458.No superseded survey control is available for this station.
 DF9458
 DF9458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN075088(NAD 83)
 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 - 2001
 DF9458
 DF9458  HISTORY     - Date     Condition        Report By
 DF9458  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9457 ***********************************************************************
 DF9457  DESIGNATION -  1K15
 DF9457  PID         -  DF9457
 DF9457  STATE/COUNTY-  WI/KENOSHA
 DF9457  USGS QUAD   -  PADDOCK LAKE (1976)
 DF9457
 DF9457                         *CURRENT SURVEY CONTROL
 DF9457  ___________________________________________________________________
 DF9457* NAD 83(1986)-  42 31 51.     (N)    088 06 08.     (W)     SCALED    
 DF9457* NAVD 88     -       256.965  (meters)     843.06   (feet)  ADJUSTED  
 DF9457  ___________________________________________________________________
 DF9457  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 DF9457  DYNAMIC HT  -         256.884 (meters)     842.79  (feet)  COMP
 DF9457  MODELED GRAV-     980,297.3   (mgal)                       NAVD 88
 DF9457
 DF9457  VERT ORDER  -  SECOND    CLASS I
 DF9457
 DF9457.The horizontal coordinates were scaled from a topographic map and have
 DF9457.an estimated accuracy of +/- 6 seconds.
 DF9457
 DF9457.The orthometric height was determined by differential leveling
 DF9457.and adjusted by the National Geodetic Survey in February 2004..
 DF9457
 DF9457.The geoid height was determined by GEOID03.
 DF9457
 DF9457.The dynamic height is computed by dividing the NAVD 88
 DF9457.geopotential number by the normal gravity value computed on the
 DF9457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9457.degrees latitude (g = 980.6199 gals.).
 DF9457
 DF9457.The modeled gravity was interpolated from observed gravity values.
 DF9457
 DF9457;                    North         East    Units  Estimated Accuracy
 DF9457;SPC WI S     -    60,750.      755,910.      MT  (+/- 180 meters Scaled)
 DF9457
 DF9457                          SUPERSEDED SURVEY CONTROL
 DF9457
 DF9457.No superseded survey control is available for this station.
 DF9457
 DF9457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN094093(NAD 83)
 DF9457_MARKER: DD = SURVEY DISK
 DF9457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9457_STAMPING: 1K15 2002
 DF9457_MARK LOGO: WIDT  
 DF9457_PROJECTION: FLUSH
 DF9457_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9457+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9457
 DF9457  HISTORY     - Date     Condition        Report By
 DF9457  HISTORY     - 2001     MONUMENTED       WIDT
 DF9457
 DF9457                          STATION DESCRIPTION
 DF9457
 DF9457'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9457'THE STATION IS LOCATED ABOUT 34 KM SOUTHWEST OF RACINE, 22 KM
 DF9457'SOUTHEAST OF BURLINGTON, AND 3 KM SOUTH OF SALEM.
 DF9457'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION. TO REACH THE
 DF9457'STATION FROM THE JUNCTION OF STATE HIGHWAY 50 WITH STATE HIGHWAY 75
 DF9457'NORTH AND STATE HIGHWAY 83 SOUTH ABOUT 24 KM WEST OF THE CITY OF
 DF9457'KENOSHA, GO SOUTH ON STATE HIGHWAY 83 SOUTH FOR 4.2 KM TO 98TH STREET
 DF9457'ON THE LEFT, CONTINUE SOUTH ON STATE HIGHWAY 83 SOUTH FOR 0.1 KM TO
 DF9457'THE STATION ON THE RIGHT IN THE SALEM TOWNSHIP RESCUE BUILDING LAWN.
 DF9457'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9457'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF9457'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH
 DF9457'THE HIGHWAY PAVEMENT. THE STATION IS 8.2 M WEST OF THE CENTERLINE OF
 DF9457'STATE HIGHWAY 83 SOUTH, 39.0 M SOUTHWEST OF POWER POLE --91-04-001
 DF9457'50-4--, 30.0 M NORTH OF CENTERLINE FOR THE ENTRANCE TO SALEM TOWNSHIP
 DF9457'RESCUE, AND 19.1 M NORTHWEST OF A FLAGPOLE. ---NOTE---THIS STATION
 DF9457'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9455 ***********************************************************************
 DF9455  DESIGNATION -  1K16
 DF9455  PID         -  DF9455
 DF9455  STATE/COUNTY-  WI/KENOSHA
 DF9455  USGS QUAD   -  PADDOCK LAKE (1976)
 DF9455
 DF9455                         *CURRENT SURVEY CONTROL
 DF9455  ___________________________________________________________________
 DF9455* NAD 83(1986)-  42 32 21.     (N)    088 03 30.     (W)     SCALED    
 DF9455* NAVD 88     -       243.002  (meters)     797.25   (feet)  ADJUSTED  
 DF9455  ___________________________________________________________________
 DF9455  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 DF9455  DYNAMIC HT  -         242.925 (meters)     797.00  (feet)  COMP
 DF9455  MODELED GRAV-     980,299.2   (mgal)                       NAVD 88
 DF9455
 DF9455  VERT ORDER  -  SECOND    CLASS I
 DF9455
 DF9455.The horizontal coordinates were scaled from a topographic map and have
 DF9455.an estimated accuracy of +/- 6 seconds.
 DF9455
 DF9455.The orthometric height was determined by differential leveling
 DF9455.and adjusted by the National Geodetic Survey in February 2004..
 DF9455
 DF9455.The geoid height was determined by GEOID03.
 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     -    61,760.      759,500.      MT  (+/- 180 meters Scaled)
 DF9455
 DF9455                          SUPERSEDED SURVEY CONTROL
 DF9455
 DF9455.No superseded survey control is available for this station.
 DF9455
 DF9455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN130101(NAD 83)
 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 - 2001
 DF9455
 DF9455  HISTORY     - Date     Condition        Report By
 DF9455  HISTORY     - 2001     MONUMENTED       WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9454 ***********************************************************************
 DF9454  DESIGNATION -  1K17
 DF9454  PID         -  DF9454
 DF9454  STATE/COUNTY-  WI/KENOSHA
 DF9454  USGS QUAD   -  PADDOCK LAKE (1976)
 DF9454
 DF9454                         *CURRENT SURVEY CONTROL
 DF9454  ___________________________________________________________________
 DF9454* NAD 83(1986)-  42 32 24.     (N)    088 01 51.     (W)     SCALED    
 DF9454* NAVD 88     -       235.888  (meters)     773.91   (feet)  ADJUSTED  
 DF9454  ___________________________________________________________________
 DF9454  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 DF9454  DYNAMIC HT  -         235.814 (meters)     773.67  (feet)  COMP
 DF9454  MODELED GRAV-     980,300.2   (mgal)                       NAVD 88
 DF9454
 DF9454  VERT ORDER  -  SECOND    CLASS I
 DF9454
 DF9454.The horizontal coordinates were scaled from a topographic map and have
 DF9454.an estimated accuracy of +/- 6 seconds.
 DF9454
 DF9454.The orthometric height was determined by differential leveling
 DF9454.and adjusted by the National Geodetic Survey in February 2004..
 DF9454
 DF9454.The geoid height was determined by GEOID03.
 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     -    61,900.      761,750.      MT  (+/- 180 meters Scaled)
 DF9454
 DF9454                          SUPERSEDED SURVEY CONTROL
 DF9454
 DF9454.No superseded survey control is available for this station.
 DF9454
 DF9454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN153102(NAD 83)
 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 SUITABLE FOR
 DF9454+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9454
 DF9454  HISTORY     - Date     Condition        Report By
 DF9454  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9496 ***********************************************************************
 DF9496  DESIGNATION -  1K65
 DF9496  PID         -  DF9496
 DF9496  STATE/COUNTY-  WI/WALWORTH
 DF9496  USGS QUAD   -  SPRINGFIELD (1976)
 DF9496
 DF9496                         *CURRENT SURVEY CONTROL
 DF9496  ___________________________________________________________________
 DF9496* NAD 83(1986)-  42 39 46.     (N)    088 29 29.     (W)     SCALED    
 DF9496* NAVD 88     -       315.872  (meters)    1036.32   (feet)  ADJUSTED  
 DF9496  ___________________________________________________________________
 DF9496  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 DF9496  DYNAMIC HT  -         315.780 (meters)    1036.02  (feet)  COMP
 DF9496  MODELED GRAV-     980,318.4   (mgal)                       NAVD 88
 DF9496
 DF9496  VERT ORDER  -  SECOND    CLASS I
 DF9496
 DF9496.The horizontal coordinates were scaled from a topographic map and have
 DF9496.an estimated accuracy of +/- 6 seconds.
 DF9496
 DF9496.The orthometric height was determined by differential leveling
 DF9496.and adjusted by the National Geodetic Survey in February 2004..
 DF9496
 DF9496.The geoid height was determined by GEOID03.
 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     -    74,750.      723,680.      MT  (+/- 180 meters Scaled)
 DF9496
 DF9496                          SUPERSEDED SURVEY CONTROL
 DF9496
 DF9496.No superseded survey control is available for this station.
 DF9496
 DF9496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN777244(NAD 83)
 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 - 2001
 DF9496
 DF9496  HISTORY     - Date     Condition        Report By
 DF9496  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9495 ***********************************************************************
 DF9495  DESIGNATION -  1K66
 DF9495  PID         -  DF9495
 DF9495  STATE/COUNTY-  WI/WALWORTH
 DF9495  USGS QUAD   -  SPRINGFIELD (1976)
 DF9495
 DF9495                         *CURRENT SURVEY CONTROL
 DF9495  ___________________________________________________________________
 DF9495* NAD 83(1986)-  42 39 32.     (N)    088 27 39.     (W)     SCALED    
 DF9495* NAVD 88     -       304.630  (meters)     999.44   (feet)  ADJUSTED  
 DF9495  ___________________________________________________________________
 DF9495  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 DF9495  DYNAMIC HT  -         304.540 (meters)     999.14  (feet)  COMP
 DF9495  MODELED GRAV-     980,317.2   (mgal)                       NAVD 88
 DF9495
 DF9495  VERT ORDER  -  SECOND    CLASS I
 DF9495
 DF9495.The horizontal coordinates were scaled from a topographic map and have
 DF9495.an estimated accuracy of +/- 6 seconds.
 DF9495
 DF9495.The orthometric height was determined by differential leveling
 DF9495.and adjusted by the National Geodetic Survey in February 2004..
 DF9495
 DF9495.The geoid height was determined by GEOID03.
 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     -    74,360.      726,190.      MT  (+/- 180 meters Scaled)
 DF9495
 DF9495                          SUPERSEDED SURVEY CONTROL
 DF9495
 DF9495.No superseded survey control is available for this station.
 DF9495
 DF9495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN802239(NAD 83)
 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 - 2001
 DF9495
 DF9495  HISTORY     - Date     Condition        Report By
 DF9495  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9494 ***********************************************************************
 DF9494  DESIGNATION -  1K67
 DF9494  PID         -  DF9494
 DF9494  STATE/COUNTY-  WI/WALWORTH
 DF9494  USGS QUAD   -  SPRINGFIELD (1976)
 DF9494
 DF9494                         *CURRENT SURVEY CONTROL
 DF9494  ___________________________________________________________________
 DF9494* NAD 83(1986)-  42 39 17.     (N)    088 25 38.     (W)     SCALED    
 DF9494* NAVD 88     -       292.225  (meters)     958.74   (feet)  ADJUSTED  
 DF9494  ___________________________________________________________________
 DF9494  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 DF9494  DYNAMIC HT  -         292.138 (meters)     958.46  (feet)  COMP
 DF9494  MODELED GRAV-     980,316.0   (mgal)                       NAVD 88
 DF9494
 DF9494  VERT ORDER  -  SECOND    CLASS I
 DF9494
 DF9494.The horizontal coordinates were scaled from a topographic map and have
 DF9494.an estimated accuracy of +/- 6 seconds.
 DF9494
 DF9494.The orthometric height was determined by differential leveling
 DF9494.and adjusted by the National Geodetic Survey in February 2004..
 DF9494
 DF9494.The geoid height was determined by GEOID03.
 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     -    73,950.      728,960.      MT  (+/- 180 meters Scaled)
 DF9494
 DF9494                          SUPERSEDED SURVEY CONTROL
 DF9494
 DF9494.No superseded survey control is available for this station.
 DF9494
 DF9494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN830234(NAD 83)
 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 - 2001
 DF9494
 DF9494  HISTORY     - Date     Condition        Report By
 DF9494  HISTORY     - 2001     MONUMENTED       WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9493 ***********************************************************************
 DF9493  DESIGNATION -  1K68
 DF9493  PID         -  DF9493
 DF9493  STATE/COUNTY-  WI/WALWORTH
 DF9493  USGS QUAD   -  SPRINGFIELD (1976)
 DF9493
 DF9493                         *CURRENT SURVEY CONTROL
 DF9493  ___________________________________________________________________
 DF9493* NAD 83(1986)-  42 39 17.     (N)    088 23 38.     (W)     SCALED    
 DF9493* NAVD 88     -       264.118  (meters)     866.53   (feet)  ADJUSTED  
 DF9493  ___________________________________________________________________
 DF9493  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 DF9493  DYNAMIC HT  -         264.039 (meters)     866.27  (feet)  COMP
 DF9493  MODELED GRAV-     980,315.6   (mgal)                       NAVD 88
 DF9493
 DF9493  VERT ORDER  -  SECOND    CLASS I
 DF9493
 DF9493.The horizontal coordinates were scaled from a topographic map and have
 DF9493.an estimated accuracy of +/- 6 seconds.
 DF9493
 DF9493.The orthometric height was determined by differential leveling
 DF9493.and adjusted by the National Geodetic Survey in February 2004..
 DF9493
 DF9493.The geoid height was determined by GEOID03.
 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     -    74,000.      731,690.      MT  (+/- 180 meters Scaled)
 DF9493
 DF9493                          SUPERSEDED SURVEY CONTROL
 DF9493
 DF9493.No superseded survey control is available for this station.
 DF9493
 DF9493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN857234(NAD 83)
 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 - 2001
 DF9493
 DF9493  HISTORY     - Date     Condition        Report By
 DF9493  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9491 ***********************************************************************
 DF9491  DESIGNATION -  1K69
 DF9491  PID         -  DF9491
 DF9491  STATE/COUNTY-  WI/WALWORTH
 DF9491  USGS QUAD   -  BURLINGTON (1987)
 DF9491
 DF9491                         *CURRENT SURVEY CONTROL
 DF9491  ___________________________________________________________________
 DF9491* NAD 83(1986)-  42 39 39.     (N)    088 20 18.     (W)     SCALED    
 DF9491* NAVD 88     -       236.265  (meters)     775.15   (feet)  ADJUSTED  
 DF9491  ___________________________________________________________________
 DF9491  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 DF9491  DYNAMIC HT  -         236.195 (meters)     774.92  (feet)  COMP
 DF9491  MODELED GRAV-     980,315.8   (mgal)                       NAVD 88
 DF9491
 DF9491  VERT ORDER  -  SECOND    CLASS I
 DF9491
 DF9491.The horizontal coordinates were scaled from a topographic map and have
 DF9491.an estimated accuracy of +/- 6 seconds.
 DF9491
 DF9491.The orthometric height was determined by differential leveling
 DF9491.and adjusted by the National Geodetic Survey in February 2004..
 DF9491
 DF9491.The geoid height was determined by GEOID03.
 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     -    74,770.      736,230.      MT  (+/- 180 meters Scaled)
 DF9491
 DF9491                          SUPERSEDED SURVEY CONTROL
 DF9491
 DF9491.No superseded survey control is available for this station.
 DF9491
 DF9491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN903240(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9491+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9491
 DF9491  HISTORY     - Date     Condition        Report By
 DF9491  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9490 ***********************************************************************
 DF9490  DESIGNATION -  1K70
 DF9490  PID         -  DF9490
 DF9490  STATE/COUNTY-  WI/RACINE
 DF9490  USGS QUAD   -  BURLINGTON (1987)
 DF9490
 DF9490                         *CURRENT SURVEY CONTROL
 DF9490  ___________________________________________________________________
 DF9490* NAD 83(1986)-  42 40 13.     (N)    088 18 21.     (W)     SCALED    
 DF9490* NAVD 88     -       238.013  (meters)     780.88   (feet)  ADJUSTED  
 DF9490  ___________________________________________________________________
 DF9490  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 DF9490  DYNAMIC HT  -         237.942 (meters)     780.65  (feet)  COMP
 DF9490  MODELED GRAV-     980,316.6   (mgal)                       NAVD 88
 DF9490
 DF9490  VERT ORDER  -  SECOND    CLASS I
 DF9490
 DF9490.The horizontal coordinates were scaled from a topographic map and have
 DF9490.an estimated accuracy of +/- 6 seconds.
 DF9490
 DF9490.The orthometric height was determined by differential leveling
 DF9490.and adjusted by the National Geodetic Survey in February 2004..
 DF9490
 DF9490.The geoid height was determined by GEOID03.
 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     -    75,870.      738,870.      MT  (+/- 180 meters Scaled)
 DF9490
 DF9490                          SUPERSEDED SURVEY CONTROL
 DF9490
 DF9490.No superseded survey control is available for this station.
 DF9490
 DF9490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN929250(NAD 83)
 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 - 2001
 DF9490
 DF9490  HISTORY     - Date     Condition        Report By
 DF9490  HISTORY     - 2001     MONUMENTED       WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9501 ***********************************************************************
 DF9501  DESIGNATION -  1K71
 DF9501  PID         -  DF9501
 DF9501  STATE/COUNTY-  WI/RACINE
 DF9501  USGS QUAD   -  BURLINGTON (1987)
 DF9501
 DF9501                         *CURRENT SURVEY CONTROL
 DF9501  ___________________________________________________________________
 DF9501* NAD 83(1986)-  42 40 18.     (N)    088 15 43.     (W)     SCALED    
 DF9501* NAVD 88     -       232.257  (meters)     762.00   (feet)  ADJUSTED  
 DF9501  ___________________________________________________________________
 DF9501  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 DF9501  DYNAMIC HT  -         232.187 (meters)     761.77  (feet)  COMP
 DF9501  MODELED GRAV-     980,316.1   (mgal)                       NAVD 88
 DF9501
 DF9501  VERT ORDER  -  SECOND    CLASS I
 DF9501
 DF9501.The horizontal coordinates were scaled from a topographic map and have
 DF9501.an estimated accuracy of +/- 6 seconds.
 DF9501
 DF9501.The orthometric height was determined by differential leveling
 DF9501.and adjusted by the National Geodetic Survey in February 2004..
 DF9501
 DF9501.The geoid height was determined by GEOID03.
 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     -    76,100.      742,470.      MT  (+/- 180 meters Scaled)
 DF9501
 DF9501                          SUPERSEDED SURVEY CONTROL
 DF9501
 DF9501.No superseded survey control is available for this station.
 DF9501
 DF9501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN965251(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9501+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9501
 DF9501  HISTORY     - Date     Condition        Report By
 DF9501  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9475 ***********************************************************************
 DF9475  DESIGNATION -  1K72
 DF9475  PID         -  DF9475
 DF9475  STATE/COUNTY-  WI/RACINE
 DF9475  USGS QUAD   -  ROCHESTER (1976)
 DF9475
 DF9475                         *CURRENT SURVEY CONTROL
 DF9475  ___________________________________________________________________
 DF9475* NAD 83(1986)-  42 39 47.     (N)    088 14 43.     (W)     SCALED    
 DF9475* NAVD 88     -       232.030  (meters)     761.25   (feet)  ADJUSTED  
 DF9475  ___________________________________________________________________
 DF9475  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 DF9475  DYNAMIC HT  -         231.960 (meters)     761.02  (feet)  COMP
 DF9475  MODELED GRAV-     980,314.7   (mgal)                       NAVD 88
 DF9475
 DF9475  VERT ORDER  -  SECOND    CLASS I
 DF9475
 DF9475.The horizontal coordinates were scaled from a topographic map and have
 DF9475.an estimated accuracy of +/- 6 seconds.
 DF9475
 DF9475.The orthometric height was determined by differential leveling
 DF9475.and adjusted by the National Geodetic Survey in February 2004..
 DF9475
 DF9475.The geoid height was determined by GEOID03.
 DF9475
 DF9475.The dynamic height is computed by dividing the NAVD 88
 DF9475.geopotential number by the normal gravity value computed on the
 DF9475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9475.degrees latitude (g = 980.6199 gals.).
 DF9475
 DF9475.The modeled gravity was interpolated from observed gravity values.
 DF9475
 DF9475;                    North         East    Units  Estimated Accuracy
 DF9475;SPC WI S     -    75,170.      743,850.      MT  (+/- 180 meters Scaled)
 DF9475
 DF9475                          SUPERSEDED SURVEY CONTROL
 DF9475
 DF9475.No superseded survey control is available for this station.
 DF9475
 DF9475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN979241(NAD 83)
 DF9475_MARKER: DD = SURVEY DISK
 DF9475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9475_STAMPING: 1K72 2002
 DF9475_MARK LOGO: WIDT  
 DF9475_PROJECTION: FLUSH
 DF9475_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9475+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9475
 DF9475  HISTORY     - Date     Condition        Report By
 DF9475  HISTORY     - 2001     MONUMENTED       WIDT
 DF9475
 DF9475                          STATION DESCRIPTION
 DF9475
 DF9475'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9475'THE STATION IS LOCATED ABOUT 39 KM WEST-SOUTHWEST OF RACINE, 17 KM
 DF9475'NORTHEAST OF LAKE GENEVA, AND 3 KM SOUTHEAST OF BURLINGTON.
 DF9475'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9475'STATION FROM THE JUNCTION OF STATE HIGHWAY 11 WITH STATE HIGHWAY 142
 DF9475'IN THE CITY OF BURLINGTON, GO SOUTHEAST ON STATE HIGHWAY 142 FOR 1.9
 DF9475'KM TO BREVER ROAD ON THE RIGHT, CONTINUE SOUTHEAST ON STATE HIGHWAY
 DF9475'142 FOR 0.6 KM TO THE STATION ON THE RIGHT. THE STATION IS A BRONZE
 DF9475'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9475'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9475'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT. THE
 DF9475'STATION IS 7.6 M SOUTH OF THE CENTERLINE OF STATE HIGHWAY 142, 38.9 M
 DF9475'SOUTHWEST OF POWER POLE --41-3320--, 28.6 M SOUTHEAST OF A WOOD POST
 DF9475'FOR --SPEED LIMIT 55-- SIGN, AND 2 M NORTH OF CULTIVATED FIELD.
 DF9475'---NOTE---THE STATION IS NORTH, SOUTHEAST AND SOUTHWEST OF THREE
 DF9475'WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9475'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9476 ***********************************************************************
 DF9476  DESIGNATION -  1K73
 DF9476  PID         -  DF9476
 DF9476  STATE/COUNTY-  WI/RACINE
 DF9476  USGS QUAD   -  ROCHESTER (1976)
 DF9476
 DF9476                         *CURRENT SURVEY CONTROL
 DF9476  ___________________________________________________________________
 DF9476* NAD 83(1986)-  42 39 23.     (N)    088 13 42.     (W)     SCALED    
 DF9476* NAVD 88     -       234.816  (meters)     770.39   (feet)  ADJUSTED  
 DF9476  ___________________________________________________________________
 DF9476  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 DF9476  DYNAMIC HT  -         234.745 (meters)     770.16  (feet)  COMP
 DF9476  MODELED GRAV-     980,313.6   (mgal)                       NAVD 88
 DF9476
 DF9476  VERT ORDER  -  SECOND    CLASS I
 DF9476
 DF9476.The horizontal coordinates were scaled from a topographic map and have
 DF9476.an estimated accuracy of +/- 6 seconds.
 DF9476
 DF9476.The orthometric height was determined by differential leveling
 DF9476.and adjusted by the National Geodetic Survey in February 2004..
 DF9476
 DF9476.The geoid height was determined by GEOID03.
 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     -    74,460.      745,260.      MT  (+/- 180 meters Scaled)
 DF9476
 DF9476                          SUPERSEDED SURVEY CONTROL
 DF9476
 DF9476.No superseded survey control is available for this station.
 DF9476
 DF9476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN993233(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9476+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9476
 DF9476  HISTORY     - Date     Condition        Report By
 DF9476  HISTORY     - 2001     MONUMENTED       WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9500 ***********************************************************************
 DF9500  DESIGNATION -  1K74
 DF9500  PID         -  DF9500
 DF9500  STATE/COUNTY-  WI/RACINE
 DF9500  USGS QUAD   -  ROCHESTER (1976)
 DF9500
 DF9500                         *CURRENT SURVEY CONTROL
 DF9500  ___________________________________________________________________
 DF9500* NAD 83(1986)-  42 38 56.     (N)    088 12 10.     (W)     SCALED    
 DF9500* NAVD 88     -       237.664  (meters)     779.74   (feet)  ADJUSTED  
 DF9500  ___________________________________________________________________
 DF9500  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 DF9500  DYNAMIC HT  -         237.592 (meters)     779.50  (feet)  COMP
 DF9500  MODELED GRAV-     980,312.3   (mgal)                       NAVD 88
 DF9500
 DF9500  VERT ORDER  -  SECOND    CLASS I
 DF9500
 DF9500.The horizontal coordinates were scaled from a topographic map and have
 DF9500.an estimated accuracy of +/- 6 seconds.
 DF9500
 DF9500.The orthometric height was determined by differential leveling
 DF9500.and adjusted by the National Geodetic Survey in February 2004..
 DF9500
 DF9500.The geoid height was determined by GEOID03.
 DF9500
 DF9500.The dynamic height is computed by dividing the NAVD 88
 DF9500.geopotential number by the normal gravity value computed on the
 DF9500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9500.degrees latitude (g = 980.6199 gals.).
 DF9500
 DF9500.The modeled gravity was interpolated from observed gravity values.
 DF9500
 DF9500;                    North         East    Units  Estimated Accuracy
 DF9500;SPC WI S     -    73,680.      747,370.      MT  (+/- 180 meters Scaled)
 DF9500
 DF9500                          SUPERSEDED SURVEY CONTROL
 DF9500
 DF9500.No superseded survey control is available for this station.
 DF9500
 DF9500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN014225(NAD 83)
 DF9500_MARKER: DD = SURVEY DISK
 DF9500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9500_STAMPING: 1K74 2002
 DF9500_MARK LOGO: WIDT  
 DF9500_PROJECTION: FLUSH
 DF9500_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9500+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9500
 DF9500  HISTORY     - Date     Condition        Report By
 DF9500  HISTORY     - 2001     MONUMENTED       WIDT
 DF9500
 DF9500                          STATION DESCRIPTION
 DF9500
 DF9500'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9500'THE STATION IS LOCATED ABOUT 18 KM NORTHEAST OF LAKE GENEVA, 13 KM
 DF9500'SOUTHWEST OF UNION GROVE, AND 7 KM SOUTHEAST OF BURLINGTON.
 DF9500'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9500'STATION FROM THE JUNCTION OF STATE HIGHWAY 11 WITH STATE HIGHWAY 142
 DF9500'IN THE CITY OF BURLINGTON, GO SOUTHEAST ON STATE HIGHWAY 142 FOR 4.8
 DF9500'KM TO WHEATLAND ROAD ON THE RIGHT, CONTINUE SOUTHEAST ON STATE
 DF9500'HIGHWAY 142 FOR 1.3 KM TO WOMACK LANE AND THE STATION ON THE LEFT.
 DF9500'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9500'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF9500'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.1 M AND ABOUT LEVEL WITH
 DF9500'THE HIGHWAY PAVEMENT.  THE STATION IS 7.9 M NORTH-NORTHEAST OF THE
 DF9500'CENTERLINE OF STATE HIGHWAY 142, 23.0 M WEST OF A TELEPHONE
 DF9500'PEDESTAL--2000 30--, 21 M WEST OF THE EXTENDED CENTERLINE OF WOMACK
 DF9500'LANE, AND 1 M SOUTH OF A CULTIVATED FIELD. ---NOTE---THE STATION IS
 DF9500'NORTH-NORTHEAST, WEST AND EAST-SOUTHEAST OF THREE WHITE PLASTIC
 DF9500'WITNESS POSTS. ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9500'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR POWER
 DF9500'POLES TO THE SOUTH EXTENDING TO 38 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9478 ***********************************************************************
 DF9478  DESIGNATION -  1K76
 DF9478  PID         -  DF9478
 DF9478  STATE/COUNTY-  WI/RACINE
 DF9478  USGS QUAD   -  ROCHESTER (1976)
 DF9478
 DF9478                         *CURRENT SURVEY CONTROL
 DF9478  ___________________________________________________________________
 DF9478* NAD 83(1986)-  42 40 14.     (N)    088 08 58.     (W)     SCALED    
 DF9478* NAVD 88     -       245.229  (meters)     804.56   (feet)  ADJUSTED  
 DF9478  ___________________________________________________________________
 DF9478  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 DF9478  DYNAMIC HT  -         245.155 (meters)     804.31  (feet)  COMP
 DF9478  MODELED GRAV-     980,314.9   (mgal)                       NAVD 88
 DF9478
 DF9478  VERT ORDER  -  SECOND    CLASS I
 DF9478
 DF9478.The horizontal coordinates were scaled from a topographic map and have
 DF9478.an estimated accuracy of +/- 6 seconds.
 DF9478
 DF9478.The orthometric height was determined by differential leveling
 DF9478.and adjusted by the National Geodetic Survey in February 2004..
 DF9478
 DF9478.The geoid height was determined by GEOID03.
 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     -    76,180.      751,690.      MT  (+/- 180 meters Scaled)
 DF9478
 DF9478                          SUPERSEDED SURVEY CONTROL
 DF9478
 DF9478.No superseded survey control is available for this station.
 DF9478
 DF9478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN058248(NAD 83)
 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 - 2001
 DF9478
 DF9478  HISTORY     - Date     Condition        Report By
 DF9478  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9479 ***********************************************************************
 DF9479  DESIGNATION -  1K77
 DF9479  PID         -  DF9479
 DF9479  STATE/COUNTY-  WI/RACINE
 DF9479  USGS QUAD   -  ROCHESTER (1976)
 DF9479
 DF9479                         *CURRENT SURVEY CONTROL
 DF9479  ___________________________________________________________________
 DF9479* NAD 83(1986)-  42 40 58.     (N)    088 07 49.     (W)     SCALED    
 DF9479* NAVD 88     -       246.237  (meters)     807.86   (feet)  ADJUSTED  
 DF9479  ___________________________________________________________________
 DF9479  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 DF9479  DYNAMIC HT  -         246.163 (meters)     807.62  (feet)  COMP
 DF9479  MODELED GRAV-     980,316.5   (mgal)                       NAVD 88
 DF9479
 DF9479  VERT ORDER  -  SECOND    CLASS I
 DF9479
 DF9479.The horizontal coordinates were scaled from a topographic map and have
 DF9479.an estimated accuracy of +/- 6 seconds.
 DF9479
 DF9479.The orthometric height was determined by differential leveling
 DF9479.and adjusted by the National Geodetic Survey in February 2004..
 DF9479
 DF9479.The geoid height was determined by GEOID03.
 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     -    77,570.      753,230.      MT  (+/- 180 meters Scaled)
 DF9479
 DF9479                          SUPERSEDED SURVEY CONTROL
 DF9479
 DF9479.No superseded survey control is available for this station.
 DF9479
 DF9479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN074262(NAD 83)
 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 - 2001
 DF9479
 DF9479  HISTORY     - Date     Condition        Report By
 DF9479  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9480 ***********************************************************************
 DF9480  DESIGNATION -  1K78
 DF9480  PID         -  DF9480
 DF9480  STATE/COUNTY-  WI/RACINE
 DF9480  USGS QUAD   -  UNION GROVE (1971)
 DF9480
 DF9480                         *CURRENT SURVEY CONTROL
 DF9480  ___________________________________________________________________
 DF9480* NAD 83(1986)-  42 41 16.     (N)    088 06 38.     (W)     SCALED    
 DF9480* NAVD 88     -       249.463  (meters)     818.45   (feet)  ADJUSTED  
 DF9480  ___________________________________________________________________
 DF9480  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 DF9480  DYNAMIC HT  -         249.389 (meters)     818.20  (feet)  COMP
 DF9480  MODELED GRAV-     980,317.3   (mgal)                       NAVD 88
 DF9480
 DF9480  VERT ORDER  -  SECOND    CLASS I
 DF9480
 DF9480.The horizontal coordinates were scaled from a topographic map and have
 DF9480.an estimated accuracy of +/- 6 seconds.
 DF9480
 DF9480.The orthometric height was determined by differential leveling
 DF9480.and adjusted by the National Geodetic Survey in February 2004..
 DF9480
 DF9480.The geoid height was determined by GEOID03.
 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     -    78,160.      754,830.      MT  (+/- 180 meters Scaled)
 DF9480
 DF9480                          SUPERSEDED SURVEY CONTROL
 DF9480
 DF9480.No superseded survey control is available for this station.
 DF9480
 DF9480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN090267(NAD 83)
 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 SUITABLE FOR
 DF9480+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9480
 DF9480  HISTORY     - Date     Condition        Report By
 DF9480  HISTORY     - 2001     MONUMENTED       WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9482 ***********************************************************************
 DF9482  DESIGNATION -  1K79
 DF9482  PID         -  DF9482
 DF9482  STATE/COUNTY-  WI/RACINE
 DF9482  USGS QUAD   -  UNION GROVE (1971)
 DF9482
 DF9482                         *CURRENT SURVEY CONTROL
 DF9482  ___________________________________________________________________
 DF9482* NAD 83(1986)-  42 41 24.     (N)    088 01 55.     (W)     SCALED    
 DF9482* NAVD 88     -       224.675  (meters)     737.12   (feet)  ADJUSTED  
 DF9482  ___________________________________________________________________
 DF9482  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 DF9482  DYNAMIC HT  -         224.608 (meters)     736.90  (feet)  COMP
 DF9482  MODELED GRAV-     980,318.3   (mgal)                       NAVD 88
 DF9482
 DF9482  VERT ORDER  -  SECOND    CLASS I
 DF9482
 DF9482.The horizontal coordinates were scaled from a topographic map and have
 DF9482.an estimated accuracy of +/- 6 seconds.
 DF9482
 DF9482.The orthometric height was determined by differential leveling
 DF9482.and adjusted by the National Geodetic Survey in February 2004..
 DF9482
 DF9482.The geoid height was determined by GEOID03.
 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     -    78,560.      761,270.      MT  (+/- 180 meters Scaled)
 DF9482
 DF9482                          SUPERSEDED SURVEY CONTROL
 DF9482
 DF9482.No superseded survey control is available for this station.
 DF9482
 DF9482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN154269(NAD 83)
 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 SUITABLE FOR
 DF9482+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9482
 DF9482  HISTORY     - Date     Condition        Report By
 DF9482  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9513 ***********************************************************************
 DF9513  DESIGNATION -  1K81
 DF9513  PID         -  DF9513
 DF9513  STATE/COUNTY-  WI/WAUKESHA
 DF9513  USGS QUAD   -  PALMYRA (1995)
 DF9513
 DF9513                         *CURRENT SURVEY CONTROL
 DF9513  ___________________________________________________________________
 DF9513* NAD 83(1986)-  42 52 45.     (N)    088 31 37.     (W)     SCALED    
 DF9513* NAVD 88     -       259.959  (meters)     852.88   (feet)  ADJUSTED  
 DF9513  ___________________________________________________________________
 DF9513  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 DF9513  DYNAMIC HT  -         259.888 (meters)     852.65  (feet)  COMP
 DF9513  MODELED GRAV-     980,342.7   (mgal)                       NAVD 88
 DF9513
 DF9513  VERT ORDER  -  SECOND    CLASS I
 DF9513
 DF9513.The horizontal coordinates were scaled from a topographic map and have
 DF9513.an estimated accuracy of +/- 6 seconds.
 DF9513
 DF9513.The orthometric height was determined by differential leveling
 DF9513.and adjusted by the National Geodetic Survey in February 2004..
 DF9513
 DF9513.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 DF9513;SPC WI S     -    98,730.      720,340.      MT  (+/- 180 meters Scaled)
 DF9513
 DF9513                          SUPERSEDED SURVEY CONTROL
 DF9513
 DF9513.No superseded survey control is available for this station.
 DF9513
 DF9513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN752485(NAD 83)
 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 - 2001
 DF9513
 DF9513  HISTORY     - Date     Condition        Report By
 DF9513  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9512 ***********************************************************************
 DF9512  DESIGNATION -  1K82
 DF9512  PID         -  DF9512
 DF9512  STATE/COUNTY-  WI/WAUKESHA
 DF9512  USGS QUAD   -  EAGLE (1976)
 DF9512
 DF9512                         *CURRENT SURVEY CONTROL
 DF9512  ___________________________________________________________________
 DF9512* NAD 83(1986)-  42 52 47.     (N)    088 29 41.     (W)     SCALED    
 DF9512* NAVD 88     -       274.845  (meters)     901.72   (feet)  ADJUSTED  
 DF9512  ___________________________________________________________________
 DF9512  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 DF9512  DYNAMIC HT  -         274.770 (meters)     901.47  (feet)  COMP
 DF9512  MODELED GRAV-     980,341.6   (mgal)                       NAVD 88
 DF9512
 DF9512  VERT ORDER  -  SECOND    CLASS I
 DF9512
 DF9512.The horizontal coordinates were scaled from a topographic map and have
 DF9512.an estimated accuracy of +/- 6 seconds.
 DF9512
 DF9512.The orthometric height was determined by differential leveling
 DF9512.and adjusted by the National Geodetic Survey in February 2004..
 DF9512
 DF9512.The geoid height was determined by GEOID03.
 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     -    98,840.      722,970.      MT  (+/- 180 meters Scaled)
 DF9512
 DF9512                          SUPERSEDED SURVEY CONTROL
 DF9512
 DF9512.No superseded survey control is available for this station.
 DF9512
 DF9512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN779485(NAD 83)
 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 - 2001
 DF9512
 DF9512  HISTORY     - Date     Condition        Report By
 DF9512  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9510 ***********************************************************************
 DF9510  DESIGNATION -  1K83
 DF9510  PID         -  DF9510
 DF9510  STATE/COUNTY-  WI/WAUKESHA
 DF9510  USGS QUAD   -  EAGLE (1976)
 DF9510
 DF9510                         *CURRENT SURVEY CONTROL
 DF9510  ___________________________________________________________________
 DF9510* NAD 83(1986)-  42 54 28.     (N)    088 27 00.     (W)     SCALED    
 DF9510* NAVD 88     -       289.724  (meters)     950.54   (feet)  ADJUSTED  
 DF9510  ___________________________________________________________________
 DF9510  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 DF9510  DYNAMIC HT  -         289.646 (meters)     950.28  (feet)  COMP
 DF9510  MODELED GRAV-     980,342.4   (mgal)                       NAVD 88
 DF9510
 DF9510  VERT ORDER  -  SECOND    CLASS I
 DF9510
 DF9510.The horizontal coordinates were scaled from a topographic map and have
 DF9510.an estimated accuracy of +/- 6 seconds.
 DF9510
 DF9510.The orthometric height was determined by differential leveling
 DF9510.and adjusted by the National Geodetic Survey in February 2004..
 DF9510
 DF9510.The geoid height was determined by GEOID03.
 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     -   102,020.      726,570.      MT  (+/- 180 meters Scaled)
 DF9510
 DF9510                          SUPERSEDED SURVEY CONTROL
 DF9510
 DF9510.No superseded survey control is available for this station.
 DF9510
 DF9510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN816515(NAD 83)
 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 - 2001
 DF9510
 DF9510  HISTORY     - Date     Condition        Report By
 DF9510  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9871 ***********************************************************************
 DF9871  DESIGNATION -  1K84
 DF9871  PID         -  DF9871
 DF9871  STATE/COUNTY-  WI/WAUKESHA
 DF9871  USGS QUAD   -  EAGLE (1976)
 DF9871
 DF9871                         *CURRENT SURVEY CONTROL
 DF9871  ___________________________________________________________________
 DF9871* NAD 83(1986)-  42 56 05.     (N)    088 23 55.     (W)     SCALED    
 DF9871* NAVD 88     -       287.011  (meters)     941.64   (feet)  ADJUSTED  
 DF9871  ___________________________________________________________________
 DF9871  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 DF9871  DYNAMIC HT  -         286.933 (meters)     941.38  (feet)  COMP
 DF9871  MODELED GRAV-     980,342.4   (mgal)                       NAVD 88
 DF9871
 DF9871  VERT ORDER  -  SECOND    CLASS I
 DF9871
 DF9871.The horizontal coordinates were scaled from a topographic map and have
 DF9871.an estimated accuracy of +/- 6 seconds.
 DF9871
 DF9871.The orthometric height was determined by differential leveling
 DF9871.and adjusted by the National Geodetic Survey in February 2004..
 DF9871
 DF9871.The geoid height was determined by GEOID03.
 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     -   105,090.      730,700.      MT  (+/- 180 meters Scaled)
 DF9871
 DF9871                          SUPERSEDED SURVEY CONTROL
 DF9871
 DF9871.No superseded survey control is available for this station.
 DF9871
 DF9871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN858545(NAD 83)
 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 - 2001
 DF9871
 DF9871  HISTORY     - Date     Condition        Report By
 DF9871  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9872 ***********************************************************************
 DF9872  DESIGNATION -  1K85
 DF9872  PID         -  DF9872
 DF9872  STATE/COUNTY-  WI/WAUKESHA
 DF9872  USGS QUAD   -  EAGLE (1976)
 DF9872
 DF9872                         *CURRENT SURVEY CONTROL
 DF9872  ___________________________________________________________________
 DF9872* NAD 83(1986)-  42 56 38.     (N)    088 22 41.     (W)     SCALED    
 DF9872* NAVD 88     -       292.446  (meters)     959.47   (feet)  ADJUSTED  
 DF9872  ___________________________________________________________________
 DF9872  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 DF9872  DYNAMIC HT  -         292.366 (meters)     959.20  (feet)  COMP
 DF9872  MODELED GRAV-     980,342.3   (mgal)                       NAVD 88
 DF9872
 DF9872  VERT ORDER  -  SECOND    CLASS I
 DF9872
 DF9872.The horizontal coordinates were scaled from a topographic map and have
 DF9872.an estimated accuracy of +/- 6 seconds.
 DF9872
 DF9872.The orthometric height was determined by differential leveling
 DF9872.and adjusted by the National Geodetic Survey in February 2004..
 DF9872
 DF9872.The geoid height was determined by GEOID03.
 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     -   106,150.      732,360.      MT  (+/- 180 meters Scaled)
 DF9872
 DF9872                          SUPERSEDED SURVEY CONTROL
 DF9872
 DF9872.No superseded survey control is available for this station.
 DF9872
 DF9872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN875555(NAD 83)
 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 - 2001
 DF9872
 DF9872  HISTORY     - Date     Condition        Report By
 DF9872  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9869 ***********************************************************************
 DF9869  DESIGNATION -  1K86
 DF9869  PID         -  DF9869
 DF9869  STATE/COUNTY-  WI/WAUKESHA
 DF9869  USGS QUAD   -  GENESEE (1976)
 DF9869
 DF9869                         *CURRENT SURVEY CONTROL
 DF9869  ___________________________________________________________________
 DF9869* NAD 83(1986)-  42 57 30.     (N)    088 21 33.     (W)     SCALED    
 DF9869* NAVD 88     -       261.398  (meters)     857.60   (feet)  ADJUSTED  
 DF9869  ___________________________________________________________________
 DF9869  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 DF9869  DYNAMIC HT  -         261.327 (meters)     857.37  (feet)  COMP
 DF9869  MODELED GRAV-     980,342.5   (mgal)                       NAVD 88
 DF9869
 DF9869  VERT ORDER  -  SECOND    CLASS I
 DF9869
 DF9869.The horizontal coordinates were scaled from a topographic map and have
 DF9869.an estimated accuracy of +/- 6 seconds.
 DF9869
 DF9869.The orthometric height was determined by differential leveling
 DF9869.and adjusted by the National Geodetic Survey in February 2004..
 DF9869
 DF9869.The geoid height was determined by GEOID03.
 DF9869
 DF9869.The dynamic height is computed by dividing the NAVD 88
 DF9869.geopotential number by the normal gravity value computed on the
 DF9869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9869.degrees latitude (g = 980.6199 gals.).
 DF9869
 DF9869.The modeled gravity was interpolated from observed gravity values.
 DF9869
 DF9869;                    North         East    Units  Estimated Accuracy
 DF9869;SPC WI S     -   107,780.      733,870.      MT  (+/- 180 meters Scaled)
 DF9869
 DF9869                          SUPERSEDED SURVEY CONTROL
 DF9869
 DF9869.No superseded survey control is available for this station.
 DF9869
 DF9869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN891570(NAD 83)
 DF9869_MARKER: DD = SURVEY DISK
 DF9869_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF9869_SP_SET: WINGWALL
 DF9869_STAMPING: 1K86 2002
 DF9869_MARK LOGO: WIDT  
 DF9869_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF9869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9869_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9869+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9869
 DF9869  HISTORY     - Date     Condition        Report By
 DF9869  HISTORY     - 2001     MONUMENTED       WIDT
 DF9869
 DF9869                          STATION DESCRIPTION
 DF9869
 DF9869'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9869'THE STATION IS LOCATED ABOUT 12 KM SOUTHWEST OF WAUKESHA, 11 KM
 DF9869'SOUTHEAST OF DOUSMAN, AND 10 KM NORTH OF MUKWONAGO.
 DF9869'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION. THE STATION IS
 DF9869'LOCATED IN THE SOUTHEAST QUADRANT OF THE JUNCTION OF STATE HIGHWAY 59
 DF9869'WITH STATE HIGHWAY 83.    THE STATION IS LOCATED ON TOP OF THE SOUTH
 DF9869'WINGWALL OF THE EAST ABUTMENT OF BRIDGE --B-67-219-91-- OVER GENESEE
 DF9869'CREEK. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9869'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A CONCRETE
 DF9869'BRIDGE WINGWALL AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT. THE
 DF9869'STATION IS 7.2 M SOUTH-SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY
 DF9869'59, 72.0 M WEST-SOUTHWEST OF THE NORTHERNMOST WOOD POST FOR A --EAST
 DF9869'STATE HIGHWAY 59, WAUKESHA 9 MI, MILWAUKEE 23 MI --SIGN, AND 68.0 M
 DF9869'NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 83.  ---NOTE---THIS
 DF9869'STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO TREES TO THE
 DF9869'SOUTH EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9873 ***********************************************************************
 DF9873  DESIGNATION -  1K87
 DF9873  PID         -  DF9873
 DF9873  STATE/COUNTY-  WI/WAUKESHA
 DF9873  USGS QUAD   -  GENESEE (1976)
 DF9873
 DF9873                         *CURRENT SURVEY CONTROL
 DF9873  ___________________________________________________________________
 DF9873* NAD 83(1986)-  42 57 35.     (N)    088 20 09.     (W)     SCALED    
 DF9873* NAVD 88     -       245.184  (meters)     804.41   (feet)  ADJUSTED  
 DF9873  ___________________________________________________________________
 DF9873  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 DF9873  DYNAMIC HT  -         245.117 (meters)     804.19  (feet)  COMP
 DF9873  MODELED GRAV-     980,341.7   (mgal)                       NAVD 88
 DF9873
 DF9873  VERT ORDER  -  SECOND    CLASS I
 DF9873
 DF9873.The horizontal coordinates were scaled from a topographic map and have
 DF9873.an estimated accuracy of +/- 6 seconds.
 DF9873
 DF9873.The orthometric height was determined by differential leveling
 DF9873.and adjusted by the National Geodetic Survey in February 2004..
 DF9873
 DF9873.The geoid height was determined by GEOID03.
 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     -   107,970.      735,770.      MT  (+/- 180 meters Scaled)
 DF9873
 DF9873                          SUPERSEDED SURVEY CONTROL
 DF9873
 DF9873.No superseded survey control is available for this station.
 DF9873
 DF9873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN910572(NAD 83)
 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 - 2001
 DF9873
 DF9873  HISTORY     - Date     Condition        Report By
 DF9873  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9875 ***********************************************************************
 DF9875  DESIGNATION -  1K88
 DF9875  PID         -  DF9875
 DF9875  STATE/COUNTY-  WI/WAUKESHA
 DF9875  USGS QUAD   -  GENESEE (1976)
 DF9875
 DF9875                         *CURRENT SURVEY CONTROL
 DF9875  ___________________________________________________________________
 DF9875* NAD 83(1986)-  42 58 29.     (N)    088 17 54.     (W)     SCALED    
 DF9875* NAVD 88     -       283.646  (meters)     930.60   (feet)  ADJUSTED  
 DF9875  ___________________________________________________________________
 DF9875  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 DF9875  DYNAMIC HT  -         283.568 (meters)     930.34  (feet)  COMP
 DF9875  MODELED GRAV-     980,341.2   (mgal)                       NAVD 88
 DF9875
 DF9875  VERT ORDER  -  SECOND    CLASS I
 DF9875
 DF9875.The horizontal coordinates were scaled from a topographic map and have
 DF9875.an estimated accuracy of +/- 6 seconds.
 DF9875
 DF9875.The orthometric height was determined by differential leveling
 DF9875.and adjusted by the National Geodetic Survey in February 2004..
 DF9875
 DF9875.The geoid height was determined by GEOID03.
 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     -   109,700.      738,800.      MT  (+/- 180 meters Scaled)
 DF9875
 DF9875                          SUPERSEDED SURVEY CONTROL
 DF9875
 DF9875.No superseded survey control is available for this station.
 DF9875
 DF9875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN941588(NAD 83)
 DF9875_MARKER: DD = SURVEY DISK
 DF9875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9875_STAMPING: 1K88 2002
 DF9875_MARK LOGO: WIDT  
 DF9875_PROJECTION: FLUSH
 DF9875_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9875+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9875
 DF9875  HISTORY     - Date     Condition        Report By
 DF9875  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9876 ***********************************************************************
 DF9876  DESIGNATION -  1K89
 DF9876  PID         -  DF9876
 DF9876  STATE/COUNTY-  WI/WAUKESHA
 DF9876  USGS QUAD   -  GENESEE (1976)
 DF9876
 DF9876                         *CURRENT SURVEY CONTROL
 DF9876  ___________________________________________________________________
 DF9876* NAD 83(1986)-  42 58 46.     (N)    088 16 34.     (W)     SCALED    
 DF9876* NAVD 88     -       250.650  (meters)     822.34   (feet)  ADJUSTED  
 DF9876  ___________________________________________________________________
 DF9876  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 DF9876  DYNAMIC HT  -         250.581 (meters)     822.11  (feet)  COMP
 DF9876  MODELED GRAV-     980,340.6   (mgal)                       NAVD 88
 DF9876
 DF9876  VERT ORDER  -  SECOND    CLASS I
 DF9876
 DF9876.The horizontal coordinates were scaled from a topographic map and have
 DF9876.an estimated accuracy of +/- 6 seconds.
 DF9876
 DF9876.The orthometric height was determined by differential leveling
 DF9876.and adjusted by the National Geodetic Survey in February 2004..
 DF9876
 DF9876.The geoid height was determined by GEOID03.
 DF9876
 DF9876.The dynamic height is computed by dividing the NAVD 88
 DF9876.geopotential number by the normal gravity value computed on the
 DF9876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9876.degrees latitude (g = 980.6199 gals.).
 DF9876
 DF9876.The modeled gravity was interpolated from observed gravity values.
 DF9876
 DF9876;                    North         East    Units  Estimated Accuracy
 DF9876;SPC WI S     -   110,260.      740,600.      MT  (+/- 180 meters Scaled)
 DF9876
 DF9876                          SUPERSEDED SURVEY CONTROL
 DF9876
 DF9876.No superseded survey control is available for this station.
 DF9876
 DF9876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN959593(NAD 83)
 DF9876_MARKER: DD = SURVEY DISK
 DF9876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9876_STAMPING: 1K89 2002
 DF9876_MARK LOGO: WIDT  
 DF9876_PROJECTION: FLUSH
 DF9876_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9876+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9876
 DF9876  HISTORY     - Date     Condition        Report By
 DF9876  HISTORY     - 2001     MONUMENTED       WIDT
 DF9876
 DF9876                          STATION DESCRIPTION
 DF9876
 DF9876'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9876'THE STATION IS LOCATED ABOUT 23 KM SOUTHEAST OF OCONOMOWOC, 13 KM
 DF9876'NORTHEAST OF MUKWONAGO, AND 5 KM SOUTHWEST OF WAUKESHA.
 DF9876'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  THE STATION IS
 DF9876'LOCATED IN THE SOUTHEAST QUADRANT OF THE JUNCTION OF STATE HIGHWAY 59
 DF9876'WITH COUNTY HIGHWAY X.    THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DF9876'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP
 DF9876'OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DF9876'LEVEL WITH THE HIGHWAY PAVEMENT. THE STATION IS 13.5 M EAST OF THE
 DF9876'CENTERLINE OF STATE HIGHWAY 59, 42.9 M NORTH-NORTHWEST OF A LIGHT
 DF9876'POLE, 36 M SOUTH OF THE EAST METAL POST FOR A --WAUKESHA COUNTY ADOPT
 DF9876'A HIGHWAY-- SIGN, 26.3 M NORTH OF THE CENTER OF THE RIGHT TURN LANE
 DF9876'OF COUNTY HIGHWAY X TO STATE HIGHWAY 59, AND 21.7 M NORTH OF THE TOP
 DF9876'CENTER OF A MANHOLE COVER.  ---NOTE---THE STATION IS NORTH, SOUTH AND
 DF9876'EAST OF THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION
 DF9876'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE
 DF9876'THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9886 ***********************************************************************
 DF9886  DESIGNATION -  1K90
 DF9886  PID         -  DF9886
 DF9886  STATE/COUNTY-  WI/WAUKESHA
 DF9886  USGS QUAD   -  HARTLAND (1994)
 DF9886
 DF9886                         *CURRENT SURVEY CONTROL
 DF9886  ___________________________________________________________________
 DF9886* NAD 83(1986)-  43 00 01.     (N)    088 15 20.     (W)     SCALED    
 DF9886* NAVD 88     -       257.862  (meters)     846.00   (feet)  ADJUSTED  
 DF9886  ___________________________________________________________________
 DF9886  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 DF9886  DYNAMIC HT  -         257.791 (meters)     845.77  (feet)  COMP
 DF9886  MODELED GRAV-     980,337.3   (mgal)                       NAVD 88
 DF9886
 DF9886  VERT ORDER  -  SECOND    CLASS I
 DF9886
 DF9886.The horizontal coordinates were scaled from a topographic map and have
 DF9886.an estimated accuracy of +/- 6 seconds.
 DF9886
 DF9886.The orthometric height was determined by differential leveling
 DF9886.and adjusted by the National Geodetic Survey in February 2004..
 DF9886
 DF9886.The geoid height was determined by GEOID03.
 DF9886
 DF9886.The dynamic height is computed by dividing the NAVD 88
 DF9886.geopotential number by the normal gravity value computed on the
 DF9886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9886.degrees latitude (g = 980.6199 gals.).
 DF9886
 DF9886.The modeled gravity was interpolated from observed gravity values.
 DF9886
 DF9886;                    North         East    Units  Estimated Accuracy
 DF9886;SPC WI S     -   112,610.      742,230.      MT  (+/- 180 meters Scaled)
 DF9886
 DF9886                          SUPERSEDED SURVEY CONTROL
 DF9886
 DF9886.No superseded survey control is available for this station.
 DF9886
 DF9886_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN976616(NAD 83)
 DF9886_MARKER: DD = SURVEY DISK
 DF9886_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF9886_SP_SET: WINGWALL
 DF9886_STAMPING: 1K90 2002
 DF9886_MARK LOGO: WIDT  
 DF9886_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF9886_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9886+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9886
 DF9886  HISTORY     - Date     Condition        Report By
 DF9886  HISTORY     - 2001     MONUMENTED       WIDT
 DF9886
 DF9886                          STATION DESCRIPTION
 DF9886
 DF9886'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9886'THE STATION IS LOCATED ABOUT 14 KM SOUTHEAST OF DELAFIELD AND 2 KM
 DF9886'SOUTHWEST OF WAUKESHA.    OWNERSHIP--CITY OF WAUKESHA. TO REACH THE
 DF9886'STATION FROM THE JUNCTION OF US HIGHWAY 18 (DELAFIELD STREET) WITH
 DF9886'STATE HIGHWAY 164 (MADISON STREET) IN THE CITY OF WAUKESHA, GO
 DF9886'SOUTHEAST ON US HIGHWAY 18 (DELAFIELD STREET) FOR 0.1 KM TO WEST ST.
 DF9886'PAUL AVENUE, TURN RIGHT AND GO SOUTHWEST ON WEST ST. PAUL AVENUE FOR
 DF9886'2.1 KM TO KENSINGTON DRIVE ON THE RIGHT, CONTINUE SOUTHWEST ON ST.
 DF9886'PAUL AVENUE FOR 0.1 KM TO --B-67-138-70-- AND THE STATION ON THE
 DF9886'RIGHT.    THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9886'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9886'THE NORTHWESTERN WINGWALL OF THE NORTHEAST ABUTMENT AND ABOUT 0.6 M
 DF9886'ABOVE THE ROAD PAVEMENT.  THE STATION IS 7.0 M NORTHWEST OF THE
 DF9886'CENTERLINE OF ST. PAUL AVENUE, 9.5 M SOUTH-SOUTHEAST OF A TELEPHONE
 DF9886'PEDESTAL--L1240-2--, AND 5.5 M SOUTHWEST OF A METAL POST FOR A
 DF9886'--CAUTION GAS PIPELINE-- SIGN.   ---NOTE---THIS STATION HAS NO VISIBLE
 DF9886'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON
 DF9886'EXCEPT FOR TREES TO THE WEST EXTENDING TO 40 DEGREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9448 ***********************************************************************
 DF9448  DESIGNATION -  1L01
 DF9448  PID         -  DF9448
 DF9448  STATE/COUNTY-  WI/KENOSHA
 DF9448  USGS QUAD   -  PLEASANT PRAIRIE (1971)
 DF9448
 DF9448                         *CURRENT SURVEY CONTROL
 DF9448  ___________________________________________________________________
 DF9448* NAD 83(1986)-  42 32 20.     (N)    087 58 10.     (W)     SCALED    
 DF9448* NAVD 88     -       224.167  (meters)     735.45   (feet)  ADJUSTED  
 DF9448  ___________________________________________________________________
 DF9448  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 DF9448  DYNAMIC HT  -         224.097 (meters)     735.22  (feet)  COMP
 DF9448  MODELED GRAV-     980,303.1   (mgal)                       NAVD 88
 DF9448
 DF9448  VERT ORDER  -  SECOND    CLASS I
 DF9448
 DF9448.The horizontal coordinates were scaled from a topographic map and have
 DF9448.an estimated accuracy of +/- 6 seconds.
 DF9448
 DF9448.The orthometric height was determined by differential leveling
 DF9448.and adjusted by the National Geodetic Survey in February 2004..
 DF9448
 DF9448.The geoid height was determined by GEOID03.
 DF9448
 DF9448.The dynamic height is computed by dividing the NAVD 88
 DF9448.geopotential number by the normal gravity value computed on the
 DF9448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9448.degrees latitude (g = 980.6199 gals.).
 DF9448
 DF9448.The modeled gravity was interpolated from observed gravity values.
 DF9448
 DF9448;                    North         East    Units  Estimated Accuracy
 DF9448;SPC WI S     -    61,900.      766,800.      MT  (+/- 180 meters Scaled)
 DF9448
 DF9448                          SUPERSEDED SURVEY CONTROL
 DF9448
 DF9448.No superseded survey control is available for this station.
 DF9448
 DF9448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN203100(NAD 83)
 DF9448_MARKER: DD = SURVEY DISK
 DF9448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9448_STAMPING: 1L01 2002
 DF9448_MARK LOGO: WIDT  
 DF9448_PROJECTION: FLUSH
 DF9448_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9448+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9448
 DF9448  HISTORY     - Date     Condition        Report By
 DF9448  HISTORY     - 2001     MONUMENTED       WIDT
 DF9448
 DF9448                          STATION DESCRIPTION
 DF9448
 DF9448'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9448'THE STATION IS LOCATED ABOUT 30 KM SOUTHEAST OF BURLINGTON, 26 KM
 DF9448'SOUTHWEST OF RACINE, AND 13 KM WEST OF KENOSHA.  OWNERSHIP--KENOSHA
 DF9448'COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 DF9448'94 WITH COUNTY HIGHWAY C (EXIT 345) ABOUT 9 KM SOUTHWEST OF THE CITY
 DF9448'OF KENOSHA,  GO WEST ON COUNTY HIGHWAY C FOR 0.8 KM TO 128TH AVENUE,
 DF9448'CONTINUE WEST ON COUNTY HIGHWAY C FOR 0.8 KM TO THE STATION ON THE
 DF9448'LEFT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9448'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF9448'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH
 DF9448'THE HIGHWAY PAVEMENT. THE STATION IS 8.5 M SOUTH OF THE CENTERLINE OF
 DF9448'COUNTY HIGHWAY C, 91 M EAST OF THE EXTENDED CENTERLINE OF COUNTY
 DF9448'HIGHWAY U SOUTH (136TH AVENUE), 37.2 M SOUTHWEST OF POWER POLE
 DF9448'--E55-17178--, AND 24.7 M SOUTHEAST OF POWER POLE --E55-17179--.
 DF9448'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9448'THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9447 ***********************************************************************
 DF9447  DESIGNATION -  1L02
 DF9447  PID         -  DF9447
 DF9447  STATE/COUNTY-  WI/KENOSHA
 DF9447  USGS QUAD   -  PLEASANT PRAIRIE (1971)
 DF9447
 DF9447                         *CURRENT SURVEY CONTROL
 DF9447  ___________________________________________________________________
 DF9447* NAD 83(1986)-  42 33 11.     (N)    087 57 08.     (W)     SCALED    
 DF9447* NAVD 88     -       208.735  (meters)     684.82   (feet)  ADJUSTED  
 DF9447  ___________________________________________________________________
 DF9447  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 DF9447  DYNAMIC HT  -         208.670 (meters)     684.61  (feet)  COMP
 DF9447  MODELED GRAV-     980,305.8   (mgal)                       NAVD 88
 DF9447
 DF9447  VERT ORDER  -  SECOND    CLASS I
 DF9447
 DF9447.The horizontal coordinates were scaled from a topographic map and have
 DF9447.an estimated accuracy of +/- 6 seconds.
 DF9447
 DF9447.The orthometric height was determined by differential leveling
 DF9447.and adjusted by the National Geodetic Survey in February 2004..
 DF9447
 DF9447.The geoid height was determined by GEOID03.
 DF9447
 DF9447.The dynamic height is computed by dividing the NAVD 88
 DF9447.geopotential number by the normal gravity value computed on the
 DF9447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9447.degrees latitude (g = 980.6199 gals.).
 DF9447
 DF9447.The modeled gravity was interpolated from observed gravity values.
 DF9447
 DF9447;                    North         East    Units  Estimated Accuracy
 DF9447;SPC WI S     -    63,510.      768,170.      MT  (+/- 180 meters Scaled)
 DF9447
 DF9447                          SUPERSEDED SURVEY CONTROL
 DF9447
 DF9447.No superseded survey control is available for this station.
 DF9447
 DF9447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN218116(NAD 83)
 DF9447_MARKER: DD = SURVEY DISK
 DF9447_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF9447_SP_SET: RETAINING WALL
 DF9447_STAMPING: 1L02 2002
 DF9447_MARK LOGO: WIDT  
 DF9447_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF9447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9447+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9447
 DF9447  HISTORY     - Date     Condition        Report By
 DF9447  HISTORY     - 2001     MONUMENTED       WIDT
 DF9447
 DF9447                          STATION DESCRIPTION
 DF9447
 DF9447'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9447'THE STATION IS LOCATED ABOUT 30 KM SOUTHEAST OF BURLINGTON, 17 KM
 DF9447'SOUTH-SOUTHWEST OF STURTEVANT, AND 11 KM SOUTHWEST OF KENOSHA.
 DF9447'OWNERSHIP--TOWN OF BRISTOL. TO REACH THE STATION FROM THE JUNCTION OF
 DF9447'INTERSTATE HIGHWAY 94 WITH STATE HIGHWAY 50 (EXIT 344) ABOUT 11 KM
 DF9447'WEST OF THE CITY OF KENOSHA, GO WEST ON STATE HIGHWAY 50 FOR 0.1 KM
 DF9447'TO 120TH AVENUE (WEST FRONTAGE ROAD), TURN LEFT AND GO SOUTH ON 120TH
 DF9447'AVENUE (WEST FRONTAGE ROAD) FOR 1.6 KM TO BRIDGE --B-30-4-58-- OVER
 DF9447'THE DES PLAINS RIVER AND THE STATION ON THE LEFT.  THE STATION IS A
 DF9447'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9447'STATION DISK SET IN THE TOP OF THE SOUTHERNMOST CONCRETE RETAINING
 DF9447'WALL FOR THE DES PLAINS RIVER BETWEEN THE BRIDGE FOR 120TH AVENUE
 DF9447'(WEST FRONTAGE ROAD) AND THE BRIDGE FOR INTERSTATE HIGHWAY 94, AND
 DF9447'ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 9.2 M EAST OF THE
 DF9447'CENTERLINE OF THE WEST FRONTAGE ROAD, 30.7 M NORTH OF A PLASTIC POST
 DF9447'FOR A --BURIED FIBER OPTIC CABLE--, AND 11.1 M WEST OF THE EDGE OF
 DF9447'PAVEMENT FOR THE SOUTHBOUND LANES OF INTERSTATE HIGHWAY 94.
 DF9447'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9447'THAN 20 DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE
 DF9447'WEST-SOUTHWEST EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9446 ***********************************************************************
 DF9446  DESIGNATION -  1L03
 DF9446  PID         -  DF9446
 DF9446  STATE/COUNTY-  WI/KENOSHA
 DF9446  USGS QUAD   -  PLEASANT PRAIRIE (1971)
 DF9446
 DF9446                         *CURRENT SURVEY CONTROL
 DF9446  ___________________________________________________________________
 DF9446* NAD 83(1986)-  42 34 21.     (N)    087 57 13.     (W)     SCALED    
 DF9446* NAVD 88     -       216.499  (meters)     710.30   (feet)  ADJUSTED  
 DF9446  ___________________________________________________________________
 DF9446  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 DF9446  DYNAMIC HT  -         216.432 (meters)     710.08  (feet)  COMP
 DF9446  MODELED GRAV-     980,307.5   (mgal)                       NAVD 88
 DF9446
 DF9446  VERT ORDER  -  SECOND    CLASS I
 DF9446
 DF9446.The horizontal coordinates were scaled from a topographic map and have
 DF9446.an estimated accuracy of +/- 6 seconds.
 DF9446
 DF9446.The orthometric height was determined by differential leveling
 DF9446.and adjusted by the National Geodetic Survey in February 2004..
 DF9446
 DF9446.The geoid height was determined by GEOID03.
 DF9446
 DF9446.The dynamic height is computed by dividing the NAVD 88
 DF9446.geopotential number by the normal gravity value computed on the
 DF9446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9446.degrees latitude (g = 980.6199 gals.).
 DF9446
 DF9446.The modeled gravity was interpolated from observed gravity values.
 DF9446
 DF9446;                    North         East    Units  Estimated Accuracy
 DF9446;SPC WI S     -    65,660.      768,010.      MT  (+/- 180 meters Scaled)
 DF9446
 DF9446                          SUPERSEDED SURVEY CONTROL
 DF9446
 DF9446.No superseded survey control is available for this station.
 DF9446
 DF9446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN217137(NAD 83)
 DF9446_MARKER: DD = SURVEY DISK
 DF9446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9446_STAMPING: 1L03 2002
 DF9446_MARK LOGO: WIDT  
 DF9446_PROJECTION: FLUSH
 DF9446_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9446+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9446
 DF9446  HISTORY     - Date     Condition        Report By
 DF9446  HISTORY     - 2001     MONUMENTED       WIDT
 DF9446
 DF9446                          STATION DESCRIPTION
 DF9446
 DF9446'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9446'THE STATION IS LOCATED ABOUT 22 KM SOUTHWEST OF RACINE AND 11 KM WEST
 DF9446'OF KENOSHA. OWNERSHIP--TOWN OF BRISTOL.  TO REACH THE STATION FROM
 DF9446'THE JUNCTION OF INTERSTATE HIGHWAY 94 WITH STATE HIGHWAY 50 (EXIT
 DF9446'344) ABOUT 11 KM WEST OF THE CITY OF KENOSHA, GO WEST ON STATE
 DF9446'HIGHWAY 50 FOR 0.2 KM TO 122ND AVENUE ON THE RIGHT, TURN RIGHT AND GO
 DF9446'NORTH ON 122ND AVENUE FOR 0.4 KM TO 71ST STREET (WEST FRONTAGE ROAD),
 DF9446'TURN RIGHT AND GO EAST THEN NORTH ON 71ST STREET (WEST FRONTAGE ROAD)
 DF9446'FOR 0.2 KM TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DF9446'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9446'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9446'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT. THE STATION
 DF9446'IS 12.6 M WEST OF THE CENTERLINE OF 71ST STREET (WEST FRONTAGE ROAD),
 DF9446'44.5 M NORTH-NORTHWEST OF A WOOD POST FOR A --RIGHT CURVE 15 MPH--
 DF9446'SIGN, 35.7 M SOUTHEAST OF TELEPHONE PEDESTAL --3715--, AND 33.6 M
 DF9446'NORTHEAST OF --COUNTRY INN AND SUITES-- SIGN. ---NOTE---THE STATION
 DF9446'IS 0.4 M EAST OF A WHITE PLASTIC WITNESS POST. ---NOTE2---THIS
 DF9446'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES
 DF9446'ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9444 ***********************************************************************
 DF9444  DESIGNATION -  1L04
 DF9444  PID         -  DF9444
 DF9444  STATE/COUNTY-  WI/KENOSHA
 DF9444  USGS QUAD   -  PLEASANT PRAIRIE (1971)
 DF9444
 DF9444                         *CURRENT SURVEY CONTROL
 DF9444  ___________________________________________________________________
 DF9444* NAD 83(1986)-  42 36 12.     (N)    087 57 06.     (W)     SCALED    
 DF9444* NAVD 88     -       218.655  (meters)     717.37   (feet)  ADJUSTED  
 DF9444  ___________________________________________________________________
 DF9444  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 DF9444  DYNAMIC HT  -         218.588 (meters)     717.15  (feet)  COMP
 DF9444  MODELED GRAV-     980,310.0   (mgal)                       NAVD 88
 DF9444
 DF9444  VERT ORDER  -  SECOND    CLASS I
 DF9444
 DF9444.The horizontal coordinates were scaled from a topographic map and have
 DF9444.an estimated accuracy of +/- 6 seconds.
 DF9444
 DF9444.The orthometric height was determined by differential leveling
 DF9444.and adjusted by the National Geodetic Survey in February 2004..
 DF9444
 DF9444.The geoid height was determined by GEOID03.
 DF9444
 DF9444.The dynamic height is computed by dividing the NAVD 88
 DF9444.geopotential number by the normal gravity value computed on the
 DF9444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9444.degrees latitude (g = 980.6199 gals.).
 DF9444
 DF9444.The modeled gravity was interpolated from observed gravity values.
 DF9444
 DF9444;                    North         East    Units  Estimated Accuracy
 DF9444;SPC WI S     -    69,090.      768,080.      MT  (+/- 180 meters Scaled)
 DF9444
 DF9444                          SUPERSEDED SURVEY CONTROL
 DF9444
 DF9444.No superseded survey control is available for this station.
 DF9444
 DF9444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN219172(NAD 83)
 DF9444_MARKER: DD = SURVEY DISK
 DF9444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9444_STAMPING: 1L04 2002
 DF9444_MARK LOGO: WIDT  
 DF9444_PROJECTION: FLUSH
 DF9444_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9444+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9444
 DF9444  HISTORY     - Date     Condition        Report By
 DF9444  HISTORY     - 2001     MONUMENTED       WIDT
 DF9444
 DF9444                          STATION DESCRIPTION
 DF9444
 DF9444'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9444'THE STATION IS LOCATED ABOUT 20 KM SOUTHWEST OF RACINE AND 11 KM
 DF9444'WEST-NORTHWEST OF KENOSHA.  OWNERSHIP--TOWN OF SOMERS.  TO REACH THE
 DF9444'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 WITH STATE HIGHWAY
 DF9444'142 AND COUNTY HIGHWAY S (EXIT 340) ABOUT 12 KM NORTHWEST OF THE CITY
 DF9444'OF KENOSHA, GO EAST ON COUNTY HIGHWAY S FOR 0.1 KM TO 120TH AVENUE
 DF9444'(EAST FRONTAGE ROAD), TURN RIGHT AND GO SOUTH ON 120TH AVENUE (EAST
 DF9444'FRONTAGE ROAD) FOR 1.0 KM TO COUNTY HIGHWAY N AND THE STATION ON THE
 DF9444'LEFT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9444'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF 41-CM DIAMETER
 DF9444'CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE
 DF9444'HIGHWAY PAVEMENT. THE STATION IS 12.6 M EAST OF THE CENTERLINE OF
 DF9444'120TH AVENUE (EAST FRONTAGE ROAD), 15.0 M NORTH OF THE CENTERLINE OF
 DF9444'COUNTY HIGHWAY N, AND 5.6 M NORTHEAST OF BLACK AND WHITE CULVERT
 DF9444'POST.  ---NOTE---THE STATION IS NORTH, SOUTH AND WEST OF THREE WHITE
 DF9444'PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9444'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9450 ***********************************************************************
 DF9450  DESIGNATION -  1L05
 DF9450  PID         -  DF9450
 DF9450  STATE/COUNTY-  WI/KENOSHA
 DF9450  USGS QUAD   -  PLEASANT PRAIRIE (1971)
 DF9450
 DF9450                         *CURRENT SURVEY CONTROL
 DF9450  ___________________________________________________________________
 DF9450* NAD 83(1986)-  42 36 10.     (N)    087 54 40.     (W)     SCALED    
 DF9450* NAVD 88     -       209.029  (meters)     685.79   (feet)  ADJUSTED  
 DF9450  ___________________________________________________________________
 DF9450  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 DF9450  DYNAMIC HT  -         208.965 (meters)     685.58  (feet)  COMP
 DF9450  MODELED GRAV-     980,313.7   (mgal)                       NAVD 88
 DF9450
 DF9450  VERT ORDER  -  SECOND    CLASS I
 DF9450
 DF9450.The horizontal coordinates were scaled from a topographic map and have
 DF9450.an estimated accuracy of +/- 6 seconds.
 DF9450
 DF9450.The orthometric height was determined by differential leveling
 DF9450.and adjusted by the National Geodetic Survey in February 2004..
 DF9450
 DF9450.The geoid height was determined by GEOID03.
 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     -    69,110.      771,410.      MT  (+/- 180 meters Scaled)
 DF9450
 DF9450                          SUPERSEDED SURVEY CONTROL
 DF9450
 DF9450.No superseded survey control is available for this station.
 DF9450
 DF9450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN252171(NAD 83)
 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 - 2001
 DF9450
 DF9450  HISTORY     - Date     Condition        Report By
 DF9450  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9452 ***********************************************************************
 DF9452  DESIGNATION -  1L06
 DF9452  PID         -  DF9452
 DF9452  STATE/COUNTY-  WI/KENOSHA
 DF9452  USGS QUAD   -  KENOSHA (1994)
 DF9452
 DF9452                         *CURRENT SURVEY CONTROL
 DF9452  ___________________________________________________________________
 DF9452* NAD 83(1986)-  42 36 01.     (N)    087 51 19.     (W)     SCALED    
 DF9452* NAVD 88     -       199.645  (meters)     655.00   (feet)  ADJUSTED  
 DF9452  ___________________________________________________________________
 DF9452  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 DF9452  DYNAMIC HT  -         199.586 (meters)     654.81  (feet)  COMP
 DF9452  MODELED GRAV-     980,321.1   (mgal)                       NAVD 88
 DF9452
 DF9452  VERT ORDER  -  SECOND    CLASS I
 DF9452
 DF9452.The horizontal coordinates were scaled from a topographic map and have
 DF9452.an estimated accuracy of +/- 6 seconds.
 DF9452
 DF9452.The orthometric height was determined by differential leveling
 DF9452.and adjusted by the National Geodetic Survey in February 2004..
 DF9452
 DF9452.The geoid height was determined by GEOID03.
 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     -    68,950.      776,000.      MT  (+/- 180 meters Scaled)
 DF9452
 DF9452                          SUPERSEDED SURVEY CONTROL
 DF9452
 DF9452.No superseded survey control is available for this station.
 DF9452
 DF9452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN298167(NAD 83)
 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 - 2001
 DF9452
 DF9452  HISTORY     - Date     Condition        Report By
 DF9452  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9484 ***********************************************************************
 DF9484  DESIGNATION -  1L07
 DF9484  PID         -  DF9484
 DF9484  STATE/COUNTY-  WI/RACINE
 DF9484  USGS QUAD   -  STURTEVANT (1994)
 DF9484
 DF9484                         *CURRENT SURVEY CONTROL
 DF9484  ___________________________________________________________________
 DF9484* NAD 83(1986)-  42 41 53.     (N)    087 55 06.     (W)     SCALED    
 DF9484* NAVD 88     -       227.196  (meters)     745.39   (feet)  ADJUSTED  
 DF9484  ___________________________________________________________________
 DF9484  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 DF9484  DYNAMIC HT  -         227.128 (meters)     745.17  (feet)  COMP
 DF9484  MODELED GRAV-     980,316.8   (mgal)                       NAVD 88
 DF9484
 DF9484  VERT ORDER  -  SECOND    CLASS I
 DF9484
 DF9484.The horizontal coordinates were scaled from a topographic map and have
 DF9484.an estimated accuracy of +/- 6 seconds.
 DF9484
 DF9484.The orthometric height was determined by differential leveling
 DF9484.and adjusted by the National Geodetic Survey in February 2004..
 DF9484
 DF9484.The geoid height was determined by GEOID03.
 DF9484
 DF9484.The dynamic height is computed by dividing the NAVD 88
 DF9484.geopotential number by the normal gravity value computed on the
 DF9484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9484.degrees latitude (g = 980.6199 gals.).
 DF9484
 DF9484.The modeled gravity was interpolated from observed gravity values.
 DF9484
 DF9484;                    North         East    Units  Estimated Accuracy
 DF9484;SPC WI S     -    79,680.      770,550.      MT  (+/- 180 meters Scaled)
 DF9484
 DF9484                          SUPERSEDED SURVEY CONTROL
 DF9484
 DF9484.No superseded survey control is available for this station.
 DF9484
 DF9484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN247276(NAD 83)
 DF9484_MARKER: DD = SURVEY DISK
 DF9484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9484_STAMPING: 1L07 2002
 DF9484_MARK LOGO: WIDT  
 DF9484_PROJECTION: FLUSH
 DF9484_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9484+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9484
 DF9484  HISTORY     - Date     Condition        Report By
 DF9484  HISTORY     - 2001     MONUMENTED       WIDT
 DF9484
 DF9484                          STATION DESCRIPTION
 DF9484
 DF9484'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9484'THE STATION IS LOCATED ABOUT 15 KM NORTHWEST OF KENOSHA, 11 KM WEST
 DF9484'OF RACINE AND 11 KM EAST OF UNION GROVE.  OWNERSHIP--WISCONSIN
 DF9484'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 DF9484'OF INTERSTATE HIGHWAY 94 WITH STATE HIGHWAY 11 (EXIT 355) ABOUT 5 KM
 DF9484'WEST OF THE VILLAGE OF STURTEVANT, GO EAST ON STATE HIGHWAY 11 FOR
 DF9484'2.9 KM TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DF9484'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9484'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9484'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT. THE
 DF9484'STATION IS 8.9 M SOUTH OF THE CENTERLINE OF STATE HIGHWAY 11,  24 M
 DF9484'WEST OF EXTENDED CENTERLINE OF PRIVATE ENTRANCE --10620--, 10 M EAST
 DF9484'OF EXTENDED CENTERLINE OF PRIVATE ENTRANCE --10640--, AND 1 M NORTH
 DF9484'OF CULTIVATED FIELD.  ---NOTE---THE STATION IS 0.2 M NORTH OF A WHITE
 DF9484'PLASTIC WITNESS POST.  ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9484'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9485 ***********************************************************************
 DF9485  DESIGNATION -  1L08
 DF9485  PID         -  DF9485
 DF9485  STATE/COUNTY-  WI/RACINE
 DF9485  USGS QUAD   -  STURTEVANT (1994)
 DF9485
 DF9485                         *CURRENT SURVEY CONTROL
 DF9485  ___________________________________________________________________
 DF9485* NAD 83(1986)-  42 41 52.     (N)    087 52 59.     (W)     SCALED    
 DF9485* NAVD 88     -       207.238  (meters)     679.91   (feet)  ADJUSTED  
 DF9485  ___________________________________________________________________
 DF9485  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 DF9485  DYNAMIC HT  -         207.176 (meters)     679.71  (feet)  COMP
 DF9485  MODELED GRAV-     980,319.8   (mgal)                       NAVD 88
 DF9485
 DF9485  VERT ORDER  -  SECOND    CLASS I
 DF9485
 DF9485.The horizontal coordinates were scaled from a topographic map and have
 DF9485.an estimated accuracy of +/- 6 seconds.
 DF9485
 DF9485.The orthometric height was determined by differential leveling
 DF9485.and adjusted by the National Geodetic Survey in February 2004..
 DF9485
 DF9485.The geoid height was determined by GEOID03.
 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     -    79,720.      773,440.      MT  (+/- 180 meters Scaled)
 DF9485
 DF9485                          SUPERSEDED SURVEY CONTROL
 DF9485
 DF9485.No superseded survey control is available for this station.
 DF9485
 DF9485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN276276(NAD 83)
 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 - 2001
 DF9485
 DF9485  HISTORY     - Date     Condition        Report By
 DF9485  HISTORY     - 2001     MONUMENTED       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--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9486 ***********************************************************************
 DF9486  DESIGNATION -  1L09
 DF9486  PID         -  DF9486
 DF9486  STATE/COUNTY-  WI/RACINE
 DF9486  USGS QUAD   -  RACINE SOUTH (1976)
 DF9486
 DF9486                         *CURRENT SURVEY CONTROL
 DF9486  ___________________________________________________________________
 DF9486* NAD 83(1986)-  42 41 51.     (N)    087 50 50.     (W)     SCALED    
 DF9486* NAVD 88     -       217.512  (meters)     713.62   (feet)  ADJUSTED  
 DF9486  ___________________________________________________________________
 DF9486  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DF9486  DYNAMIC HT  -         217.448 (meters)     713.41  (feet)  COMP
 DF9486  MODELED GRAV-     980,325.7   (mgal)                       NAVD 88
 DF9486
 DF9486  VERT ORDER  -  SECOND    CLASS I
 DF9486
 DF9486.The horizontal coordinates were scaled from a topographic map and have
 DF9486.an estimated accuracy of +/- 6 seconds.
 DF9486
 DF9486.The orthometric height was determined by differential leveling
 DF9486.and adjusted by the National Geodetic Survey in February 2004..
 DF9486
 DF9486.The geoid height was determined by GEOID03.
 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     -    79,760.      776,380.      MT  (+/- 180 meters Scaled)
 DF9486
 DF9486                          SUPERSEDED SURVEY CONTROL
 DF9486
 DF9486.No superseded survey control is available for this station.
 DF9486
 DF9486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN306275(NAD 83)
 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 - 2001
 DF9486
 DF9486  HISTORY     - Date     Condition        Report By
 DF9486  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9487 ***********************************************************************
 DF9487  DESIGNATION -  1L10
 DF9487  PID         -  DF9487
 DF9487  STATE/COUNTY-  WI/RACINE
 DF9487  USGS QUAD   -  RACINE SOUTH (1976)
 DF9487
 DF9487                         *CURRENT SURVEY CONTROL
 DF9487  ___________________________________________________________________
 DF9487* NAD 83(1986)-  42 41 50.     (N)    087 48 39.     (W)     SCALED    
 DF9487* NAVD 88     -       192.160  (meters)     630.44   (feet)  ADJUSTED  
 DF9487  ___________________________________________________________________
 DF9487  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 DF9487  DYNAMIC HT  -         192.105 (meters)     630.26  (feet)  COMP
 DF9487  MODELED GRAV-     980,329.1   (mgal)                       NAVD 88
 DF9487
 DF9487  VERT ORDER  -  SECOND    CLASS I
 DF9487
 DF9487.The horizontal coordinates were scaled from a topographic map and have
 DF9487.an estimated accuracy of +/- 6 seconds.
 DF9487
 DF9487.The orthometric height was determined by differential leveling
 DF9487.and adjusted by the National Geodetic Survey in February 2004..
 DF9487
 DF9487.The geoid height was determined by GEOID03.
 DF9487
 DF9487.The dynamic height is computed by dividing the NAVD 88
 DF9487.geopotential number by the normal gravity value computed on the
 DF9487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9487.degrees latitude (g = 980.6199 gals.).
 DF9487
 DF9487.The modeled gravity was interpolated from observed gravity values.
 DF9487
 DF9487;                    North         East    Units  Estimated Accuracy
 DF9487;SPC WI S     -    79,810.      779,360.      MT  (+/- 180 meters Scaled)
 DF9487
 DF9487                          SUPERSEDED SURVEY CONTROL
 DF9487
 DF9487.No superseded survey control is available for this station.
 DF9487
 DF9487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN335275(NAD 83)
 DF9487_MARKER: DD = SURVEY DISK
 DF9487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9487_STAMPING: 1L10 2002
 DF9487_MARK LOGO: WIDT  
 DF9487_PROJECTION: FLUSH
 DF9487_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9487+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9487
 DF9487  HISTORY     - Date     Condition        Report By
 DF9487  HISTORY     - 2001     MONUMENTED       WIDT
 DF9487
 DF9487                          STATION DESCRIPTION
 DF9487
 DF9487'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9487'THE STATION IS LOCATED IN RACINE.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 DF9487'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DF9487'HIGHWAY 11 WITH STATE HIGHWAY 31 IN THE CITY OF RACINE, GO EAST ON
 DF9487'STATE HIGHWAY 11 FOR 3.4 KM TO DREXEL AVENUE, CONTINUE EAST ON STATE
 DF9487'HIGHWAY 11 FOR 0.2 KM TO CARPENTER AVENUE AND THE STATION ON THE
 DF9487'RIGHT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9487'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF9487'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH
 DF9487'THE HIGHWAY PAVEMENT. THE STATION IS 10.7 M SOUTH OF THE CENTERLINE
 DF9487'OF STATE HIGHWAY 11, 21.8 M EAST OF THE CENTERLINE OF CARPENTER
 DF9487'AVENUE AND 14.0 M WEST OF THE CENTERLINE OF THE EAST ENTRANCE OF A
 DF9487'PRIVATE PARKING LOT.  ---NOTE---THIS STATION HAS NO VISIBLE
 DF9487'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9487'---NOTE2---THIS STATION IS DIRECTLY ACROSS FROM PRIVATE ENTRANCE
 DF9487'--2608--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9742 ***********************************************************************
 DF9742  DESIGNATION -  1U01
 DF9742  PID         -  DF9742
 DF9742  STATE/COUNTY-  WI/GREEN
 DF9742  USGS QUAD   -  MONROE (1982)
 DF9742
 DF9742                         *CURRENT SURVEY CONTROL
 DF9742  ___________________________________________________________________
 DF9742* NAD 83(1986)-  42 33 42.     (N)    089 39 37.     (W)     SCALED    
 DF9742* NAVD 88     -       311.360  (meters)    1021.52   (feet)  ADJUSTED  
 DF9742  ___________________________________________________________________
 DF9742  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 DF9742  DYNAMIC HT  -         311.262 (meters)    1021.20  (feet)  COMP
 DF9742  MODELED GRAV-     980,298.1   (mgal)                       NAVD 88
 DF9742
 DF9742  VERT ORDER  -  SECOND    CLASS I
 DF9742
 DF9742.The horizontal coordinates were scaled from a topographic map and have
 DF9742.an estimated accuracy of +/- 6 seconds.
 DF9742
 DF9742.The orthometric height was determined by differential leveling
 DF9742.and adjusted by the National Geodetic Survey in February 2004..
 DF9742
 DF9742.The geoid height was determined by GEOID03.
 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     -    62,450.      627,900.      MT  (+/- 180 meters Scaled)
 DF9742
 DF9742                          SUPERSEDED SURVEY CONTROL
 DF9742
 DF9742.No superseded survey control is available for this station.
 DF9742
 DF9742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN816155(NAD 83)
 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 - April 13, 2004
 DF9742
 DF9742  HISTORY     - Date     Condition        Report By
 DF9742  HISTORY     - 2001     MONUMENTED       WIDT
 DF9742  HISTORY     - 20040413 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9741 ***********************************************************************
 DF9741  DESIGNATION -  1U02
 DF9741  PID         -  DF9741
 DF9741  STATE/COUNTY-  WI/GREEN
 DF9741  USGS QUAD   -  MONROE (1982)
 DF9741
 DF9741                         *CURRENT SURVEY CONTROL
 DF9741  ___________________________________________________________________
 DF9741* NAD 83(1986)-  42 34 43.     (N)    089 39 12.     (W)     SCALED    
 DF9741* NAVD 88     -       307.276  (meters)    1008.12   (feet)  ADJUSTED  
 DF9741  ___________________________________________________________________
 DF9741  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 DF9741  DYNAMIC HT  -         307.180 (meters)    1007.81  (feet)  COMP
 DF9741  MODELED GRAV-     980,299.6   (mgal)                       NAVD 88
 DF9741
 DF9741  VERT ORDER  -  SECOND    CLASS I
 DF9741
 DF9741.The horizontal coordinates were scaled from a topographic map and have
 DF9741.an estimated accuracy of +/- 6 seconds.
 DF9741
 DF9741.The orthometric height was determined by differential leveling
 DF9741.and adjusted by the National Geodetic Survey in February 2004..
 DF9741
 DF9741.The geoid height was determined by GEOID03.
 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     -    64,340.      628,460.      MT  (+/- 180 meters Scaled)
 DF9741
 DF9741                          SUPERSEDED SURVEY CONTROL
 DF9741
 DF9741.No superseded survey control is available for this station.
 DF9741
 DF9741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN822174(NAD 83)
 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 - April 13, 2004
 DF9741
 DF9741  HISTORY     - Date     Condition        Report By
 DF9741  HISTORY     - 2001     MONUMENTED       WIDT
 DF9741  HISTORY     - 20040413 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9740 ***********************************************************************
 DF9740  DESIGNATION -  1U03
 DF9740  PID         -  DF9740
 DF9740  STATE/COUNTY-  WI/GREEN
 DF9740  USGS QUAD   -  MONROE (1982)
 DF9740
 DF9740                         *CURRENT SURVEY CONTROL
 DF9740  ___________________________________________________________________
 DF9740* NAD 83(1986)-  42 36 23.     (N)    089 37 57.     (W)     SCALED    
 DF9740* NAVD 88     -       329.380  (meters)    1080.64   (feet)  ADJUSTED  
 DF9740  ___________________________________________________________________
 DF9740  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 DF9740  DYNAMIC HT  -         329.279 (meters)    1080.31  (feet)  COMP
 DF9740  MODELED GRAV-     980,302.6   (mgal)                       NAVD 88
 DF9740
 DF9740  VERT ORDER  -  SECOND    CLASS I
 DF9740
 DF9740.The horizontal coordinates were scaled from a topographic map and have
 DF9740.an estimated accuracy of +/- 6 seconds.
 DF9740
 DF9740.The orthometric height was determined by differential leveling
 DF9740.and adjusted by the National Geodetic Survey in February 2004..
 DF9740
 DF9740.The geoid height was determined by GEOID03.
 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     -    67,430.      630,160.      MT  (+/- 180 meters Scaled)
 DF9740
 DF9740                          SUPERSEDED SURVEY CONTROL
 DF9740
 DF9740.No superseded survey control is available for this station.
 DF9740
 DF9740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN840204(NAD 83)
 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 - April 13, 2004
 DF9740
 DF9740  HISTORY     - Date     Condition        Report By
 DF9740  HISTORY     - 2001     MONUMENTED       WIDT
 DF9740  HISTORY     - 20040413 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9739 ***********************************************************************
 DF9739  DESIGNATION -  1U04
 DF9739  PID         -  DF9739
 DF9739  STATE/COUNTY-  WI/GREEN
 DF9739  USGS QUAD   -  JUDA (1982)
 DF9739
 DF9739                         *CURRENT SURVEY CONTROL
 DF9739  ___________________________________________________________________
 DF9739* NAD 83(1986)-  42 36 37.     (N)    089 36 46.     (W)     SCALED    
 DF9739* NAVD 88     -       323.643  (meters)    1061.82   (feet)  ADJUSTED  
 DF9739  ___________________________________________________________________
 DF9739  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 DF9739  DYNAMIC HT  -         323.543 (meters)    1061.49  (feet)  COMP
 DF9739  MODELED GRAV-     980,303.7   (mgal)                       NAVD 88
 DF9739
 DF9739  VERT ORDER  -  SECOND    CLASS I
 DF9739
 DF9739.The horizontal coordinates were scaled from a topographic map and have
 DF9739.an estimated accuracy of +/- 6 seconds.
 DF9739
 DF9739.The orthometric height was determined by differential leveling
 DF9739.and adjusted by the National Geodetic Survey in February 2004..
 DF9739
 DF9739.The geoid height was determined by GEOID03.
 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     -    67,870.      631,770.      MT  (+/- 180 meters Scaled)
 DF9739
 DF9739                          SUPERSEDED SURVEY CONTROL
 DF9739
 DF9739.No superseded survey control is available for this station.
 DF9739
 DF9739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN856208(NAD 83)
 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 - April 13, 2004
 DF9739
 DF9739  HISTORY     - Date     Condition        Report By
 DF9739  HISTORY     - 2001     MONUMENTED       WIDT
 DF9739  HISTORY     - 20040413 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9738 ***********************************************************************
 DF9738  DESIGNATION -  1U05
 DF9738  PID         -  DF9738
 DF9738  STATE/COUNTY-  WI/GREEN
 DF9738  USGS QUAD   -  JUDA (1982)
 DF9738
 DF9738                         *CURRENT SURVEY CONTROL
 DF9738  ___________________________________________________________________
 DF9738* NAD 83(1986)-  42 37 04.     (N)    089 36 56.     (W)     SCALED    
 DF9738* NAVD 88     -       332.027  (meters)    1089.33   (feet)  ADJUSTED  
 DF9738  ___________________________________________________________________
 DF9738  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 DF9738  DYNAMIC HT  -         331.925 (meters)    1088.99  (feet)  COMP
 DF9738  MODELED GRAV-     980,304.4   (mgal)                       NAVD 88
 DF9738
 DF9738  VERT ORDER  -  SECOND    CLASS I
 DF9738
 DF9738.The horizontal coordinates were scaled from a topographic map and have
 DF9738.an estimated accuracy of +/- 6 seconds.
 DF9738
 DF9738.The orthometric height was determined by differential leveling
 DF9738.and adjusted by the National Geodetic Survey in February 2004..
 DF9738
 DF9738.The geoid height was determined by GEOID03.
 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     -    68,700.      631,540.      MT  (+/- 180 meters Scaled)
 DF9738
 DF9738                          SUPERSEDED SURVEY CONTROL
 DF9738
 DF9738.No superseded survey control is available for this station.
 DF9738
 DF9738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN854216(NAD 83)
 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 - April 13, 2004
 DF9738
 DF9738  HISTORY     - Date     Condition        Report By
 DF9738  HISTORY     - 2001     MONUMENTED       WIDT
 DF9738  HISTORY     - 20040413 GOOD             USPSQD
 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).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9737 ***********************************************************************
 DF9737  DESIGNATION -  1U06
 DF9737  PID         -  DF9737
 DF9737  STATE/COUNTY-  WI/GREEN
 DF9737  USGS QUAD   -  MONROE (1982)
 DF9737
 DF9737                         *CURRENT SURVEY CONTROL
 DF9737  ___________________________________________________________________
 DF9737* NAD 83(1986)-  42 37 22.     (N)    089 38 10.     (W)     SCALED    
 DF9737* NAVD 88     -       334.624  (meters)    1097.85   (feet)  ADJUSTED  
 DF9737  ___________________________________________________________________
 DF9737  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 DF9737  DYNAMIC HT  -         334.521 (meters)    1097.51  (feet)  COMP
 DF9737  MODELED GRAV-     980,304.0   (mgal)                       NAVD 88
 DF9737
 DF9737  VERT ORDER  -  SECOND    CLASS I
 DF9737
 DF9737.The horizontal coordinates were scaled from a topographic map and have
 DF9737.an estimated accuracy of +/- 6 seconds.
 DF9737
 DF9737.The orthometric height was determined by differential leveling
 DF9737.and adjusted by the National Geodetic Survey in February 2004..
 DF9737
 DF9737.The geoid height was determined by GEOID03.
 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     -    69,250.      629,850.      MT  (+/- 180 meters Scaled)
 DF9737
 DF9737                          SUPERSEDED SURVEY CONTROL
 DF9737
 DF9737.No superseded survey control is available for this station.
 DF9737
 DF9737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN838222(NAD 83)
 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 - April 13, 2004
 DF9737
 DF9737  HISTORY     - Date     Condition        Report By
 DF9737  HISTORY     - 2001     MONUMENTED       WIDT
 DF9737  HISTORY     - 2004     GOOD             WIDT
 DF9737  HISTORY     - 20040413 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9736 ***********************************************************************
 DF9736  DESIGNATION -  1U07
 DF9736  PID         -  DF9736
 DF9736  STATE/COUNTY-  WI/GREEN
 DF9736  USGS QUAD   -  MONROE NW (1982)
 DF9736
 DF9736                         *CURRENT SURVEY CONTROL
 DF9736  ___________________________________________________________________
 DF9736* NAD 83(1986)-  42 38 32.     (N)    089 37 54.     (W)     SCALED    
 DF9736* NAVD 88     -       306.273  (meters)    1004.83   (feet)  ADJUSTED  
 DF9736  ___________________________________________________________________
 DF9736  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 DF9736  DYNAMIC HT  -         306.179 (meters)    1004.52  (feet)  COMP
 DF9736  MODELED GRAV-     980,306.1   (mgal)                       NAVD 88
 DF9736
 DF9736  VERT ORDER  -  SECOND    CLASS I
 DF9736
 DF9736.The horizontal coordinates were scaled from a topographic map and have
 DF9736.an estimated accuracy of +/- 6 seconds.
 DF9736
 DF9736.The orthometric height was determined by differential leveling
 DF9736.and adjusted by the National Geodetic Survey in February 2004..
 DF9736
 DF9736.The geoid height was determined by GEOID03.
 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     -    71,410.      630,210.      MT  (+/- 180 meters Scaled)
 DF9736
 DF9736                          SUPERSEDED SURVEY CONTROL
 DF9736
 DF9736.No superseded survey control is available for this station.
 DF9736
 DF9736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN842244(NAD 83)
 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 - December 28, 2005
 DF9736
 DF9736  HISTORY     - Date     Condition        Report By
 DF9736  HISTORY     - 2001     MONUMENTED       WIDT
 DF9736  HISTORY     - 20040413 GOOD             USPSQD
 DF9736  HISTORY     - 20051228 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9735 ***********************************************************************
 DF9735  DESIGNATION -  1U08
 DF9735  PID         -  DF9735
 DF9735  STATE/COUNTY-  WI/GREEN
 DF9735  USGS QUAD   -  MONROE NW (1982)
 DF9735
 DF9735                         *CURRENT SURVEY CONTROL
 DF9735  ___________________________________________________________________
 DF9735* NAD 83(1986)-  42 39 31.     (N)    089 37 39.     (W)     SCALED    
 DF9735* NAVD 88     -       298.619  (meters)     979.72   (feet)  ADJUSTED  
 DF9735  ___________________________________________________________________
 DF9735  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 DF9735  DYNAMIC HT  -         298.528 (meters)     979.42  (feet)  COMP
 DF9735  MODELED GRAV-     980,308.0   (mgal)                       NAVD 88
 DF9735
 DF9735  VERT ORDER  -  SECOND    CLASS I
 DF9735
 DF9735.The horizontal coordinates were scaled from a topographic map and have
 DF9735.an estimated accuracy of +/- 6 seconds.
 DF9735
 DF9735.The orthometric height was determined by differential leveling
 DF9735.and adjusted by the National Geodetic Survey in February 2004..
 DF9735
 DF9735.The geoid height was determined by GEOID03.
 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     -    73,240.      630,540.      MT  (+/- 180 meters Scaled)
 DF9735
 DF9735                          SUPERSEDED SURVEY CONTROL
 DF9735
 DF9735.No superseded survey control is available for this station.
 DF9735
 DF9735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN846262(NAD 83)
 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 - April 13, 2004
 DF9735
 DF9735  HISTORY     - Date     Condition        Report By
 DF9735  HISTORY     - 2001     MONUMENTED       WIDT
 DF9735  HISTORY     - 20040413 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9734 ***********************************************************************
 DF9734  DESIGNATION -  1U09
 DF9734  PID         -  DF9734
 DF9734  STATE/COUNTY-  WI/GREEN
 DF9734  USGS QUAD   -  MONTICELLO (1981)
 DF9734
 DF9734                         *CURRENT SURVEY CONTROL
 DF9734  ___________________________________________________________________
 DF9734* NAD 83(1986)-  42 40 32.     (N)    089 37 01.     (W)     SCALED    
 DF9734* NAVD 88     -       334.724  (meters)    1098.17   (feet)  ADJUSTED  
 DF9734  ___________________________________________________________________
 DF9734  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 DF9734  DYNAMIC HT  -         334.623 (meters)    1097.84  (feet)  COMP
 DF9734  MODELED GRAV-     980,310.7   (mgal)                       NAVD 88
 DF9734
 DF9734  VERT ORDER  -  SECOND    CLASS I
 DF9734
 DF9734.The horizontal coordinates were scaled from a topographic map and have
 DF9734.an estimated accuracy of +/- 6 seconds.
 DF9734
 DF9734.The orthometric height was determined by differential leveling
 DF9734.and adjusted by the National Geodetic Survey in February 2004..
 DF9734
 DF9734.The geoid height was determined by GEOID03.
 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     -    75,120.      631,400.      MT  (+/- 180 meters Scaled)
 DF9734
 DF9734                          SUPERSEDED SURVEY CONTROL
 DF9734
 DF9734.No superseded survey control is available for this station.
 DF9734
 DF9734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN855281(NAD 83)
 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 13, 2004
 DF9734
 DF9734  HISTORY     - Date     Condition        Report By
 DF9734  HISTORY     - 2001     MONUMENTED       WIDT
 DF9734  HISTORY     - 20040413 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9733 ***********************************************************************
 DF9733  DESIGNATION -  1U10
 DF9733  PID         -  DF9733
 DF9733  STATE/COUNTY-  WI/GREEN
 DF9733  USGS QUAD   -  MONTICELLO (1981)
 DF9733
 DF9733                         *CURRENT SURVEY CONTROL
 DF9733  ___________________________________________________________________
 DF9733* NAD 83(1986)-  42 41 33.     (N)    089 37 02.     (W)     SCALED    
 DF9733* NAVD 88     -       283.730  (meters)     930.87   (feet)  ADJUSTED  
 DF9733  ___________________________________________________________________
 DF9733  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 DF9733  DYNAMIC HT  -         283.645 (meters)     930.59  (feet)  COMP
 DF9733  MODELED GRAV-     980,312.3   (mgal)                       NAVD 88
 DF9733
 DF9733  VERT ORDER  -  SECOND    CLASS I
 DF9733
 DF9733.The horizontal coordinates were scaled from a topographic map and have
 DF9733.an estimated accuracy of +/- 6 seconds.
 DF9733
 DF9733.The orthometric height was determined by differential leveling
 DF9733.and adjusted by the National Geodetic Survey in February 2004..
 DF9733
 DF9733.The geoid height was determined by GEOID03.
 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     -    77,000.      631,370.      MT  (+/- 180 meters Scaled)
 DF9733
 DF9733                          SUPERSEDED SURVEY CONTROL
 DF9733
 DF9733.No superseded survey control is available for this station.
 DF9733
 DF9733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN856299(NAD 83)
 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 - April 13, 2004
 DF9733
 DF9733  HISTORY     - Date     Condition        Report By
 DF9733  HISTORY     - 2001     MONUMENTED       WIDT
 DF9733  HISTORY     - 20040413 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9732 ***********************************************************************
 DF9732  DESIGNATION -  1U11
 DF9732  PID         -  DF9732
 DF9732  STATE/COUNTY-  WI/GREEN
 DF9732  USGS QUAD   -  MONTICELLO (1981)
 DF9732
 DF9732                         *CURRENT SURVEY CONTROL
 DF9732  ___________________________________________________________________
 DF9732* NAD 83(1986)-  42 42 36.     (N)    089 36 53.     (W)     SCALED    
 DF9732* NAVD 88     -       266.126  (meters)     873.12   (feet)  ADJUSTED  
 DF9732  ___________________________________________________________________
 DF9732  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 DF9732  DYNAMIC HT  -         266.046 (meters)     872.85  (feet)  COMP
 DF9732  MODELED GRAV-     980,314.1   (mgal)                       NAVD 88
 DF9732
 DF9732  VERT ORDER  -  SECOND    CLASS I
 DF9732
 DF9732.The horizontal coordinates were scaled from a topographic map and have
 DF9732.an estimated accuracy of +/- 6 seconds.
 DF9732
 DF9732.The orthometric height was determined by differential leveling
 DF9732.and adjusted by the National Geodetic Survey in February 2004..
 DF9732
 DF9732.The geoid height was determined by GEOID03.
 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     -    78,950.      631,560.      MT  (+/- 180 meters Scaled)
 DF9732
 DF9732                          SUPERSEDED SURVEY CONTROL
 DF9732
 DF9732.No superseded survey control is available for this station.
 DF9732
 DF9732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN858319(NAD 83)
 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 - April 13, 2004
 DF9732
 DF9732  HISTORY     - Date     Condition        Report By
 DF9732  HISTORY     - 2001     MONUMENTED       WIDT
 DF9732  HISTORY     - 20040413 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9731 ***********************************************************************
 DF9731  DESIGNATION -  1U12
 DF9731  PID         -  DF9731
 DF9731  STATE/COUNTY-  WI/GREEN
 DF9731  USGS QUAD   -  MONTICELLO (1981)
 DF9731
 DF9731                         *CURRENT SURVEY CONTROL
 DF9731  ___________________________________________________________________
 DF9731* NAD 83(1986)-  42 43 19.     (N)    089 35 54.     (W)     SCALED    
 DF9731* NAVD 88     -       257.822  (meters)     845.87   (feet)  ADJUSTED  
 DF9731  ___________________________________________________________________
 DF9731  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 DF9731  DYNAMIC HT  -         257.745 (meters)     845.62  (feet)  COMP
 DF9731  MODELED GRAV-     980,317.0   (mgal)                       NAVD 88
 DF9731
 DF9731  VERT ORDER  -  SECOND    CLASS I
 DF9731
 DF9731.The horizontal coordinates were scaled from a topographic map and have
 DF9731.an estimated accuracy of +/- 6 seconds.
 DF9731
 DF9731.The orthometric height was determined by differential leveling
 DF9731.and adjusted by the National Geodetic Survey in February 2004..
 DF9731
 DF9731.The geoid height was determined by GEOID03.
 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     -    80,280.      632,900.      MT  (+/- 180 meters Scaled)
 DF9731
 DF9731                          SUPERSEDED SURVEY CONTROL
 DF9731
 DF9731.No superseded survey control is available for this station.
 DF9731
 DF9731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN872332(NAD 83)
 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 - April 13, 2004
 DF9731
 DF9731  HISTORY     - Date     Condition        Report By
 DF9731  HISTORY     - 2001     MONUMENTED       WIDT
 DF9731  HISTORY     - 20040413 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9729 ***********************************************************************
 DF9729  DESIGNATION -  1U13
 DF9729  PID         -  DF9729
 DF9729  STATE/COUNTY-  WI/GREEN
 DF9729  USGS QUAD   -  BELLEVILLE (1981)
 DF9729
 DF9729                         *CURRENT SURVEY CONTROL
 DF9729  ___________________________________________________________________
 DF9729* NAD 83(1986)-  42 45 04.     (N)    089 36 11.     (W)     SCALED    
 DF9729* NAVD 88     -       256.952  (meters)     843.02   (feet)  ADJUSTED  
 DF9729  ___________________________________________________________________
 DF9729  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 DF9729  DYNAMIC HT  -         256.876 (meters)     842.77  (feet)  COMP
 DF9729  MODELED GRAV-     980,319.1   (mgal)                       NAVD 88
 DF9729
 DF9729  VERT ORDER  -  SECOND    CLASS I
 DF9729
 DF9729.The horizontal coordinates were scaled from a topographic map and have
 DF9729.an estimated accuracy of +/- 6 seconds.
 DF9729
 DF9729.The orthometric height was determined by differential leveling
 DF9729.and adjusted by the National Geodetic Survey in February 2004..
 DF9729
 DF9729.The geoid height was determined by GEOID03.
 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     -    83,520.      632,500.      MT  (+/- 180 meters Scaled)
 DF9729
 DF9729                          SUPERSEDED SURVEY CONTROL
 DF9729
 DF9729.No superseded survey control is available for this station.
 DF9729
 DF9729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN869364(NAD 83)
 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 - April 13, 2004
 DF9729
 DF9729  HISTORY     - Date     Condition        Report By
 DF9729  HISTORY     - 2001     MONUMENTED       WIDT
 DF9729  HISTORY     - 20040413 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9728 ***********************************************************************
 DF9728  DESIGNATION -  1U14
 DF9728  PID         -  DF9728
 DF9728  STATE/COUNTY-  WI/GREEN
 DF9728  USGS QUAD   -  BELLEVILLE (1981)
 DF9728
 DF9728                         *CURRENT SURVEY CONTROL
 DF9728  ___________________________________________________________________
 DF9728* NAD 83(1986)-  42 45 48.     (N)    089 37 07.     (W)     SCALED    
 DF9728* NAVD 88     -       273.267  (meters)     896.54   (feet)  ADJUSTED  
 DF9728  ___________________________________________________________________
 DF9728  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 DF9728  DYNAMIC HT  -         273.186 (meters)     896.28  (feet)  COMP
 DF9728  MODELED GRAV-     980,317.4   (mgal)                       NAVD 88
 DF9728
 DF9728  VERT ORDER  -  SECOND    CLASS I
 DF9728
 DF9728.The horizontal coordinates were scaled from a topographic map and have
 DF9728.an estimated accuracy of +/- 6 seconds.
 DF9728
 DF9728.The orthometric height was determined by differential leveling
 DF9728.and adjusted by the National Geodetic Survey in February 2004..
 DF9728
 DF9728.The geoid height was determined by GEOID03.
 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     -    84,870.      631,220.      MT  (+/- 180 meters Scaled)
 DF9728
 DF9728                          SUPERSEDED SURVEY CONTROL
 DF9728
 DF9728.No superseded survey control is available for this station.
 DF9728
 DF9728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN857378(NAD 83)
 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 - April 13, 2004
 DF9728
 DF9728  HISTORY     - Date     Condition        Report By
 DF9728  HISTORY     - 2001     MONUMENTED       WIDT
 DF9728  HISTORY     - 20040413 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9727 ***********************************************************************
 DF9727  DESIGNATION -  1U15
 DF9727  PID         -  DF9727
 DF9727  STATE/COUNTY-  WI/GREEN
 DF9727  USGS QUAD   -  NEW GLARUS (1962)
 DF9727
 DF9727                         *CURRENT SURVEY CONTROL
 DF9727  ___________________________________________________________________
 DF9727* NAD 83(1986)-  42 46 50.     (N)    089 37 42.     (W)     SCALED    
 DF9727* NAVD 88     -       297.083  (meters)     974.68   (feet)  ADJUSTED  
 DF9727  ___________________________________________________________________
 DF9727  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 DF9727  DYNAMIC HT  -         296.995 (meters)     974.39  (feet)  COMP
 DF9727  MODELED GRAV-     980,316.6   (mgal)                       NAVD 88
 DF9727
 DF9727  VERT ORDER  -  SECOND    CLASS I
 DF9727
 DF9727.The horizontal coordinates were scaled from a topographic map and have
 DF9727.an estimated accuracy of +/- 6 seconds.
 DF9727
 DF9727.The orthometric height was determined by differential leveling
 DF9727.and adjusted by the National Geodetic Survey in February 2004..
 DF9727
 DF9727.The geoid height was determined by GEOID03.
 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     -    86,780.      630,410.      MT  (+/- 180 meters Scaled)
 DF9727
 DF9727                          SUPERSEDED SURVEY CONTROL
 DF9727
 DF9727.No superseded survey control is available for this station.
 DF9727
 DF9727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN850397(NAD 83)
 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 SUITABLE FOR
 DF9727+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2004
 DF9727
 DF9727  HISTORY     - Date     Condition        Report By
 DF9727  HISTORY     - 2001     MONUMENTED       WIDT
 DF9727  HISTORY     - 20040413 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9726 ***********************************************************************
 DF9726  DESIGNATION -  1U16
 DF9726  PID         -  DF9726
 DF9726  STATE/COUNTY-  WI/GREEN
 DF9726  USGS QUAD   -  NEW GLARUS (1962)
 DF9726
 DF9726                         *CURRENT SURVEY CONTROL
 DF9726  ___________________________________________________________________
 DF9726* NAD 83(1986)-  42 47 58.     (N)    089 37 58.     (W)     SCALED    
 DF9726* NAVD 88     -       262.799  (meters)     862.20   (feet)  ADJUSTED  
 DF9726  ___________________________________________________________________
 DF9726  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 DF9726  DYNAMIC HT  -         262.720 (meters)     861.94  (feet)  COMP
 DF9726  MODELED GRAV-     980,316.4   (mgal)                       NAVD 88
 DF9726
 DF9726  VERT ORDER  -  SECOND    CLASS I
 DF9726
 DF9726.The horizontal coordinates were scaled from a topographic map and have
 DF9726.an estimated accuracy of +/- 6 seconds.
 DF9726
 DF9726.The orthometric height was determined by differential leveling
 DF9726.and adjusted by the National Geodetic Survey in February 2004..
 DF9726
 DF9726.The geoid height was determined by GEOID03.
 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     -    88,880.      630,040.      MT  (+/- 180 meters Scaled)
 DF9726
 DF9726                          SUPERSEDED SURVEY CONTROL
 DF9726
 DF9726.No superseded survey control is available for this station.
 DF9726
 DF9726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN847419(NAD 83)
 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 - April 13, 2004
 DF9726
 DF9726  HISTORY     - Date     Condition        Report By
 DF9726  HISTORY     - 2001     MONUMENTED       WIDT
 DF9726  HISTORY     - 20040413 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9725 ***********************************************************************
 DF9725  DESIGNATION -  1U17
 DF9725  PID         -  DF9725
 DF9725  STATE/COUNTY-  WI/GREEN
 DF9725  USGS QUAD   -  NEW GLARUS (1962)
 DF9725
 DF9725                         *CURRENT SURVEY CONTROL
 DF9725  ___________________________________________________________________
 DF9725* NAD 83(1986)-  42 49 04.     (N)    089 37 58.     (W)     SCALED    
 DF9725* NAVD 88     -       264.429  (meters)     867.55   (feet)  ADJUSTED  
 DF9725  ___________________________________________________________________
 DF9725  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 DF9725  DYNAMIC HT  -         264.354 (meters)     867.30  (feet)  COMP
 DF9725  MODELED GRAV-     980,328.7   (mgal)                       NAVD 88
 DF9725
 DF9725  VERT ORDER  -  SECOND    CLASS I
 DF9725
 DF9725.The horizontal coordinates were scaled from a topographic map and have
 DF9725.an estimated accuracy of +/- 6 seconds.
 DF9725
 DF9725.The orthometric height was determined by differential leveling
 DF9725.and adjusted by the National Geodetic Survey in February 2004..
 DF9725
 DF9725.The geoid height was determined by GEOID03.
 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     -    90,910.      630,030.      MT  (+/- 180 meters Scaled)
 DF9725
 DF9725                          SUPERSEDED SURVEY CONTROL
 DF9725
 DF9725.No superseded survey control is available for this station.
 DF9725
 DF9725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN847439(NAD 83)
 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 - April 13, 2004
 DF9725
 DF9725  HISTORY     - Date     Condition        Report By
 DF9725  HISTORY     - 2001     MONUMENTED       WIDT
 DF9725  HISTORY     - 20040413 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9724 ***********************************************************************
 DF9724  DESIGNATION -  1U18
 DF9724  PID         -  DF9724
 DF9724  STATE/COUNTY-  WI/GREEN
 DF9724  USGS QUAD   -  NEW GLARUS (1962)
 DF9724
 DF9724                         *CURRENT SURVEY CONTROL
 DF9724  ___________________________________________________________________
 DF9724* NAD 83(1986)-  42 49 53.     (N)    089 38 05.     (W)     SCALED    
 DF9724* NAVD 88     -       269.771  (meters)     885.07   (feet)  ADJUSTED  
 DF9724  ___________________________________________________________________
 DF9724  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 DF9724  DYNAMIC HT  -         269.695 (meters)     884.82  (feet)  COMP
 DF9724  MODELED GRAV-     980,333.2   (mgal)                       NAVD 88
 DF9724
 DF9724  VERT ORDER  -  SECOND    CLASS I
 DF9724
 DF9724.The horizontal coordinates were scaled from a topographic map and have
 DF9724.an estimated accuracy of +/- 6 seconds.
 DF9724
 DF9724.The orthometric height was determined by differential leveling
 DF9724.and adjusted by the National Geodetic Survey in February 2004..
 DF9724
 DF9724.The geoid height was determined by GEOID03.
 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     -    92,430.      629,870.      MT  (+/- 180 meters Scaled)
 DF9724
 DF9724                          SUPERSEDED SURVEY CONTROL
 DF9724
 DF9724.No superseded survey control is available for this station.
 DF9724
 DF9724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN846454(NAD 83)
 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 - April 13, 2004
 DF9724
 DF9724  HISTORY     - Date     Condition        Report By
 DF9724  HISTORY     - 2001     MONUMENTED       WIDT
 DF9724  HISTORY     - 20040413 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9722 ***********************************************************************
 DF9722  DESIGNATION -  1U19
 DF9722  PID         -  DF9722
 DF9722  STATE/COUNTY-  WI/DANE
 DF9722  USGS QUAD   -  BELLEVILLE (1981)
 DF9722
 DF9722                         *CURRENT SURVEY CONTROL
 DF9722  ___________________________________________________________________
 DF9722* NAD 83(1986)-  42 51 58.     (N)    089 36 07.     (W)     SCALED    
 DF9722* NAVD 88     -       336.471  (meters)    1103.91   (feet)  ADJUSTED  
 DF9722  ___________________________________________________________________
 DF9722  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 DF9722  DYNAMIC HT  -         336.376 (meters)    1103.59  (feet)  COMP
 DF9722  MODELED GRAV-     980,329.1   (mgal)                       NAVD 88
 DF9722
 DF9722  VERT ORDER  -  SECOND    CLASS I
 DF9722
 DF9722.The horizontal coordinates were scaled from a topographic map and have
 DF9722.an estimated accuracy of +/- 6 seconds.
 DF9722
 DF9722.The orthometric height was determined by differential leveling
 DF9722.and adjusted by the National Geodetic Survey in February 2004..
 DF9722
 DF9722.The geoid height was determined by GEOID03.
 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     -    96,300.      632,530.      MT  (+/- 180 meters Scaled)
 DF9722
 DF9722                          SUPERSEDED SURVEY CONTROL
 DF9722
 DF9722.No superseded survey control is available for this station.
 DF9722
 DF9722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN874492(NAD 83)
 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 - 2001
 DF9722
 DF9722  HISTORY     - Date     Condition        Report By
 DF9722  HISTORY     - 2001     MONUMENTED       WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9721 ***********************************************************************
 DF9721  DESIGNATION -  1U20
 DF9721  PID         -  DF9721
 DF9721  STATE/COUNTY-  WI/DANE
 DF9721  USGS QUAD   -  VERONA (1982)
 DF9721
 DF9721                         *CURRENT SURVEY CONTROL
 DF9721  ___________________________________________________________________
 DF9721* NAD 83(1986)-  42 52 57.     (N)    089 36 50.     (W)     SCALED    
 DF9721* NAVD 88     -       277.184  (meters)     909.39   (feet)  ADJUSTED  
 DF9721  ___________________________________________________________________
 DF9721  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 DF9721  DYNAMIC HT  -         277.104 (meters)     909.13  (feet)  COMP
 DF9721  MODELED GRAV-     980,325.8   (mgal)                       NAVD 88
 DF9721
 DF9721  VERT ORDER  -  SECOND    CLASS I
 DF9721
 DF9721.The horizontal coordinates were scaled from a topographic map and have
 DF9721.an estimated accuracy of +/- 6 seconds.
 DF9721
 DF9721.The orthometric height was determined by differential leveling
 DF9721.and adjusted by the National Geodetic Survey in February 2004..
 DF9721
 DF9721.The geoid height was determined by GEOID03.
 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     -    98,110.      631,540.      MT  (+/- 180 meters Scaled)
 DF9721
 DF9721                          SUPERSEDED SURVEY CONTROL
 DF9721
 DF9721.No superseded survey control is available for this station.
 DF9721
 DF9721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN865510(NAD 83)
 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 - 2001
 DF9721
 DF9721  HISTORY     - Date     Condition        Report By
 DF9721  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9719 ***********************************************************************
 DF9719  DESIGNATION -  1U21
 DF9719  PID         -  DF9719
 DF9719  STATE/COUNTY-  WI/DANE
 DF9719  USGS QUAD   -  VERONA (1982)
 DF9719
 DF9719                         *CURRENT SURVEY CONTROL
 DF9719  ___________________________________________________________________
 DF9719* NAD 83(1986)-  42 54 56.     (N)    089 37 16.     (W)     SCALED    
 DF9719* NAVD 88     -       270.924  (meters)     888.86   (feet)  ADJUSTED  
 DF9719  ___________________________________________________________________
 DF9719  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 DF9719  DYNAMIC HT  -         270.845 (meters)     888.60  (feet)  COMP
 DF9719  MODELED GRAV-     980,321.6   (mgal)                       NAVD 88
 DF9719
 DF9719  VERT ORDER  -  SECOND    CLASS I
 DF9719
 DF9719.The horizontal coordinates were scaled from a topographic map and have
 DF9719.an estimated accuracy of +/- 6 seconds.
 DF9719
 DF9719.The orthometric height was determined by differential leveling
 DF9719.and adjusted by the National Geodetic Survey in February 2004..
 DF9719
 DF9719.The geoid height was determined by GEOID03.
 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     -   101,780.      630,940.      MT  (+/- 180 meters Scaled)
 DF9719
 DF9719                          SUPERSEDED SURVEY CONTROL
 DF9719
 DF9719.No superseded survey control is available for this station.
 DF9719
 DF9719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN860547(NAD 83)
 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 - 2001
 DF9719
 DF9719  HISTORY     - Date     Condition        Report By
 DF9719  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9718 ***********************************************************************
 DF9718  DESIGNATION -  1U22
 DF9718  PID         -  DF9718
 DF9718  STATE/COUNTY-  WI/DANE
 DF9718  USGS QUAD   -  VERONA (1982)
 DF9718
 DF9718                         *CURRENT SURVEY CONTROL
 DF9718  ___________________________________________________________________
 DF9718* NAD 83(1986)-  42 56 02.     (N)    089 37 27.     (W)     SCALED    
 DF9718* NAVD 88     -       276.554  (meters)     907.33   (feet)  ADJUSTED  
 DF9718  ___________________________________________________________________
 DF9718  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 DF9718  DYNAMIC HT  -         276.473 (meters)     907.06  (feet)  COMP
 DF9718  MODELED GRAV-     980,319.9   (mgal)                       NAVD 88
 DF9718
 DF9718  VERT ORDER  -  SECOND    CLASS I
 DF9718
 DF9718.The horizontal coordinates were scaled from a topographic map and have
 DF9718.an estimated accuracy of +/- 6 seconds.
 DF9718
 DF9718.The orthometric height was determined by differential leveling
 DF9718.and adjusted by the National Geodetic Survey in February 2004..
 DF9718
 DF9718.The geoid height was determined by GEOID03.
 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     -   103,820.      630,680.      MT  (+/- 180 meters Scaled)
 DF9718
 DF9718                          SUPERSEDED SURVEY CONTROL
 DF9718
 DF9718.No superseded survey control is available for this station.
 DF9718
 DF9718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN858568(NAD 83)
 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 - 2001
 DF9718
 DF9718  HISTORY     - Date     Condition        Report By
 DF9718  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9717 ***********************************************************************
 DF9717  DESIGNATION -  1U23
 DF9717  PID         -  DF9717
 DF9717  STATE/COUNTY-  WI/DANE
 DF9717  USGS QUAD   -  MT VERNON (1981)
 DF9717
 DF9717                         *CURRENT SURVEY CONTROL
 DF9717  ___________________________________________________________________
 DF9717* NAD 83(1986)-  42 56 32.     (N)    089 38 48.     (W)     SCALED    
 DF9717* NAVD 88     -       275.026  (meters)     902.31   (feet)  ADJUSTED  
 DF9717  ___________________________________________________________________
 DF9717  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 DF9717  DYNAMIC HT  -         274.944 (meters)     902.05  (feet)  COMP
 DF9717  MODELED GRAV-     980,317.8   (mgal)                       NAVD 88
 DF9717
 DF9717  VERT ORDER  -  SECOND    CLASS I
 DF9717
 DF9717.The horizontal coordinates were scaled from a topographic map and have
 DF9717.an estimated accuracy of +/- 6 seconds.
 DF9717
 DF9717.The orthometric height was determined by differential leveling
 DF9717.and adjusted by the National Geodetic Survey in February 2004..
 DF9717
 DF9717.The geoid height was determined by GEOID03.
 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     -   104,730.      628,840.      MT  (+/- 180 meters Scaled)
 DF9717
 DF9717                          SUPERSEDED SURVEY CONTROL
 DF9717
 DF9717.No superseded survey control is available for this station.
 DF9717
 DF9717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN840577(NAD 83)
 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 - 2001
 DF9717
 DF9717  HISTORY     - Date     Condition        Report By
 DF9717  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9716 ***********************************************************************
 DF9716  DESIGNATION -  1U24
 DF9716  PID         -  DF9716
 DF9716  STATE/COUNTY-  WI/DANE
 DF9716  USGS QUAD   -  MT VERNON (1981)
 DF9716
 DF9716                         *CURRENT SURVEY CONTROL
 DF9716  ___________________________________________________________________
 DF9716* NAD 83(1986)-  42 57 13.     (N)    089 39 24.     (W)     SCALED    
 DF9716* NAVD 88     -       291.467  (meters)     956.25   (feet)  ADJUSTED  
 DF9716  ___________________________________________________________________
 DF9716  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 DF9716  DYNAMIC HT  -         291.381 (meters)     955.97  (feet)  COMP
 DF9716  MODELED GRAV-     980,316.8   (mgal)                       NAVD 88
 DF9716
 DF9716  VERT ORDER  -  SECOND    CLASS I
 DF9716
 DF9716.The horizontal coordinates were scaled from a topographic map and have
 DF9716.an estimated accuracy of +/- 6 seconds.
 DF9716
 DF9716.The orthometric height was determined by differential leveling
 DF9716.and adjusted by the National Geodetic Survey in February 2004..
 DF9716
 DF9716.The geoid height was determined by GEOID03.
 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     -   106,000.      628,020.      MT  (+/- 180 meters Scaled)
 DF9716
 DF9716                          SUPERSEDED SURVEY CONTROL
 DF9716
 DF9716.No superseded survey control is available for this station.
 DF9716
 DF9716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN832590(NAD 83)
 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 SUITABLE FOR
 DF9716+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9716
 DF9716  HISTORY     - Date     Condition        Report By
 DF9716  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9715 ***********************************************************************
 DF9715  DESIGNATION -  1U25
 DF9715  PID         -  DF9715
 DF9715  STATE/COUNTY-  WI/DANE
 DF9715  USGS QUAD   -  MT VERNON (1981)
 DF9715
 DF9715                         *CURRENT SURVEY CONTROL
 DF9715  ___________________________________________________________________
 DF9715* NAD 83(1986)-  42 57 28.     (N)    089 38 15.     (W)     SCALED    
 DF9715* NAVD 88     -       313.856  (meters)    1029.71   (feet)  ADJUSTED  
 DF9715  ___________________________________________________________________
 DF9715  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 DF9715  DYNAMIC HT  -         313.764 (meters)    1029.41  (feet)  COMP
 DF9715  MODELED GRAV-     980,317.4   (mgal)                       NAVD 88
 DF9715
 DF9715  VERT ORDER  -  SECOND    CLASS I
 DF9715
 DF9715.The horizontal coordinates were scaled from a topographic map and have
 DF9715.an estimated accuracy of +/- 6 seconds.
 DF9715
 DF9715.The orthometric height was determined by differential leveling
 DF9715.and adjusted by the National Geodetic Survey in February 2004..
 DF9715
 DF9715.The geoid height was determined by GEOID03.
 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     -   106,460.      629,580.      MT  (+/- 180 meters Scaled)
 DF9715
 DF9715                          SUPERSEDED SURVEY CONTROL
 DF9715
 DF9715.No superseded survey control is available for this station.
 DF9715
 DF9715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN848595(NAD 83)
 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 - 2001
 DF9715
 DF9715  HISTORY     - Date     Condition        Report By
 DF9715  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9714 ***********************************************************************
 DF9714  DESIGNATION -  1U26
 DF9714  PID         -  DF9714
 DF9714  STATE/COUNTY-  WI/DANE
 DF9714  USGS QUAD   -  MT VERNON (1981)
 DF9714
 DF9714                         *CURRENT SURVEY CONTROL
 DF9714  ___________________________________________________________________
 DF9714* NAD 83(1986)-  42 58 42.     (N)    089 37 39.     (W)     SCALED    
 DF9714* NAVD 88     -       337.594  (meters)    1107.59   (feet)  ADJUSTED  
 DF9714  ___________________________________________________________________
 DF9714  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 DF9714  DYNAMIC HT  -         337.495 (meters)    1107.26  (feet)  COMP
 DF9714  MODELED GRAV-     980,317.2   (mgal)                       NAVD 88
 DF9714
 DF9714  VERT ORDER  -  SECOND    CLASS I
 DF9714
 DF9714.The horizontal coordinates were scaled from a topographic map and have
 DF9714.an estimated accuracy of +/- 6 seconds.
 DF9714
 DF9714.The orthometric height was determined by differential leveling
 DF9714.and adjusted by the National Geodetic Survey in February 2004..
 DF9714
 DF9714.The geoid height was determined by GEOID03.
 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     -   108,750.      630,380.      MT  (+/- 180 meters Scaled)
 DF9714
 DF9714                          SUPERSEDED SURVEY CONTROL
 DF9714
 DF9714.No superseded survey control is available for this station.
 DF9714
 DF9714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN857617(NAD 83)
 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 - 2001
 DF9714
 DF9714  HISTORY     - Date     Condition        Report By
 DF9714  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9713 ***********************************************************************
 DF9713  DESIGNATION -  1U27
 DF9713  PID         -  DF9713
 DF9713  STATE/COUNTY-  WI/DANE
 DF9713  USGS QUAD   -  MT VERNON (1981)
 DF9713
 DF9713                         *CURRENT SURVEY CONTROL
 DF9713  ___________________________________________________________________
 DF9713* NAD 83(1986)-  42 59 15.     (N)    089 38 37.     (W)     SCALED    
 DF9713* NAVD 88     -       350.347  (meters)    1149.43   (feet)  ADJUSTED  
 DF9713  ___________________________________________________________________
 DF9713  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 DF9713  DYNAMIC HT  -         350.244 (meters)    1149.09  (feet)  COMP
 DF9713  MODELED GRAV-     980,317.6   (mgal)                       NAVD 88
 DF9713
 DF9713  VERT ORDER  -  SECOND    CLASS I
 DF9713
 DF9713.The horizontal coordinates were scaled from a topographic map and have
 DF9713.an estimated accuracy of +/- 6 seconds.
 DF9713
 DF9713.The orthometric height was determined by differential leveling
 DF9713.and adjusted by the National Geodetic Survey in February 2004..
 DF9713
 DF9713.The geoid height was determined by GEOID03.
 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     -   109,760.      629,070.      MT  (+/- 180 meters Scaled)
 DF9713
 DF9713                          SUPERSEDED SURVEY CONTROL
 DF9713
 DF9713.No superseded survey control is available for this station.
 DF9713
 DF9713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN844628(NAD 83)
 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 - 2001
 DF9713
 DF9713  HISTORY     - Date     Condition        Report By
 DF9713  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9712 ***********************************************************************
 DF9712  DESIGNATION -  1U28
 DF9712  PID         -  DF9712
 DF9712  STATE/COUNTY-  WI/DANE
 DF9712  USGS QUAD   -  CROSS PLAINS (1982)
 DF9712
 DF9712                         *CURRENT SURVEY CONTROL
 DF9712  ___________________________________________________________________
 DF9712* NAD 83(1986)-  43 00 01.     (N)    089 40 17.     (W)     SCALED    
 DF9712* NAVD 88     -       359.618  (meters)    1179.85   (feet)  ADJUSTED  
 DF9712  ___________________________________________________________________
 DF9712  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 DF9712  DYNAMIC HT  -         359.514 (meters)    1179.51  (feet)  COMP
 DF9712  MODELED GRAV-     980,321.9   (mgal)                       NAVD 88
 DF9712
 DF9712  VERT ORDER  -  SECOND    CLASS I
 DF9712
 DF9712.The horizontal coordinates were scaled from a topographic map and have
 DF9712.an estimated accuracy of +/- 6 seconds.
 DF9712
 DF9712.The orthometric height was determined by differential leveling
 DF9712.and adjusted by the National Geodetic Survey in February 2004..
 DF9712
 DF9712.The geoid height was determined by GEOID03.
 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     -   111,170.      626,790.      MT  (+/- 180 meters Scaled)
 DF9712
 DF9712                          SUPERSEDED SURVEY CONTROL
 DF9712
 DF9712.No superseded survey control is available for this station.
 DF9712
 DF9712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN822643(NAD 83)
 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 - 2004
 DF9712
 DF9712  HISTORY     - Date     Condition        Report By
 DF9712  HISTORY     - 2001     MONUMENTED       WIDT
 DF9712  HISTORY     - 2004     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9823 ***********************************************************************
 DF9823  DESIGNATION -  1V01
 DF9823  PID         -  DF9823
 DF9823  STATE/COUNTY-  WI/ROCK
 DF9823  USGS QUAD   -  SHOPIERE (1976)
 DF9823
 DF9823                         *CURRENT SURVEY CONTROL
 DF9823  ___________________________________________________________________
 DF9823* NAD 83(1986)-  42 36 33.     (N)    088 59 31.     (W)     SCALED    
 DF9823* NAVD 88     -       254.713  (meters)     835.67   (feet)  ADJUSTED  
 DF9823  ___________________________________________________________________
 DF9823  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 DF9823  DYNAMIC HT  -         254.637 (meters)     835.42  (feet)  COMP
 DF9823  MODELED GRAV-     980,320.1   (mgal)                       NAVD 88
 DF9823
 DF9823  VERT ORDER  -  SECOND    CLASS I
 DF9823
 DF9823.The horizontal coordinates were scaled from a topographic map and have
 DF9823.an estimated accuracy of +/- 6 seconds.
 DF9823
 DF9823.The orthometric height was determined by differential leveling
 DF9823.and adjusted by the National Geodetic Survey in February 2004..
 DF9823
 DF9823.The geoid height was determined by GEOID03.
 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     -    68,170.      682,720.      MT  (+/- 180 meters Scaled)
 DF9823
 DF9823                          SUPERSEDED SURVEY CONTROL
 DF9823
 DF9823.No superseded survey control is available for this station.
 DF9823
 DF9823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN366193(NAD 83)
 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 - 2001
 DF9823
 DF9823  HISTORY     - Date     Condition        Report By
 DF9823  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9822 ***********************************************************************
 DF9822  DESIGNATION -  1V02
 DF9822  PID         -  DF9822
 DF9822  STATE/COUNTY-  WI/ROCK
 DF9822  USGS QUAD   -  SHOPIERE (1976)
 DF9822
 DF9822                         *CURRENT SURVEY CONTROL
 DF9822  ___________________________________________________________________
 DF9822* NAD 83(1986)-  42 35 54.     (N)    088 59 53.     (W)     SCALED    
 DF9822* NAVD 88     -       249.100  (meters)     817.26   (feet)  ADJUSTED  
 DF9822  ___________________________________________________________________
 DF9822  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 DF9822  DYNAMIC HT  -         249.026 (meters)     817.01  (feet)  COMP
 DF9822  MODELED GRAV-     980,319.1   (mgal)                       NAVD 88
 DF9822
 DF9822  VERT ORDER  -  SECOND    CLASS I
 DF9822
 DF9822.The horizontal coordinates were scaled from a topographic map and have
 DF9822.an estimated accuracy of +/- 6 seconds.
 DF9822
 DF9822.The orthometric height was determined by differential leveling
 DF9822.and adjusted by the National Geodetic Survey in February 2004..
 DF9822
 DF9822.The geoid height was determined by GEOID03.
 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     -    66,960.      682,230.      MT  (+/- 180 meters Scaled)
 DF9822
 DF9822                          SUPERSEDED SURVEY CONTROL
 DF9822
 DF9822.No superseded survey control is available for this station.
 DF9822
 DF9822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN360181(NAD 83)
 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 - 2001
 DF9822
 DF9822  HISTORY     - Date     Condition        Report By
 DF9822  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9821 ***********************************************************************
 DF9821  DESIGNATION -  1V03
 DF9821  PID         -  DF9821
 DF9821  STATE/COUNTY-  WI/ROCK
 DF9821  USGS QUAD   -  BELOIT (1976)
 DF9821
 DF9821                         *CURRENT SURVEY CONTROL
 DF9821  ___________________________________________________________________
 DF9821* NAD 83(1986)-  42 36 01.     (N)    089 01 28.     (W)     SCALED    
 DF9821* NAVD 88     -       232.836  (meters)     763.90   (feet)  ADJUSTED  
 DF9821  ___________________________________________________________________
 DF9821  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 DF9821  DYNAMIC HT  -         232.767 (meters)     763.67  (feet)  COMP
 DF9821  MODELED GRAV-     980,319.6   (mgal)                       NAVD 88
 DF9821
 DF9821  VERT ORDER  -  SECOND    CLASS I
 DF9821
 DF9821.The horizontal coordinates were scaled from a topographic map and have
 DF9821.an estimated accuracy of +/- 6 seconds.
 DF9821
 DF9821.The orthometric height was determined by differential leveling
 DF9821.and adjusted by the National Geodetic Survey in February 2004..
 DF9821
 DF9821.The geoid height was determined by GEOID03.
 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     -    67,160.      680,060.      MT  (+/- 180 meters Scaled)
 DF9821
 DF9821                          SUPERSEDED SURVEY CONTROL
 DF9821
 DF9821.No superseded survey control is available for this station.
 DF9821
 DF9821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN339184(NAD 83)
 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 - 2001
 DF9821
 DF9821  HISTORY     - Date     Condition        Report By
 DF9821  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9820 ***********************************************************************
 DF9820  DESIGNATION -  1V04
 DF9820  PID         -  DF9820
 DF9820  STATE/COUNTY-  WI/ROCK
 DF9820  USGS QUAD   -  BELOIT (1976)
 DF9820
 DF9820                         *CURRENT SURVEY CONTROL
 DF9820  ___________________________________________________________________
 DF9820* NAD 83(1997)-  42 37 17.42078(N)    089 01 50.73357(W)     ADJUSTED  
 DF9820* NAVD 88     -       245.666  (meters)     805.99   (feet)  ADJUSTED  
 DF9820  ___________________________________________________________________
 DF9820  X           -      79,515.036 (meters)                     COMP
 DF9820  Y           -  -4,700,010.560 (meters)                     COMP
 DF9820  Z           -   4,296,799.833 (meters)                     COMP
 DF9820  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 DF9820  ELLIP HEIGHT-         211.88  (meters)          (04/02/04) GPS OBS
 DF9820  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 DF9820  DYNAMIC HT  -         245.594 (meters)     805.75  (feet)  COMP
 DF9820  MODELED GRAV-     980,321.7   (mgal)                       NAVD 88
 DF9820
 DF9820  HORZ ORDER  -  FIRST
 DF9820  VERT ORDER  -  SECOND    CLASS I
 DF9820  ELLP ORDER  -  FOURTH    CLASS I
 DF9820
 DF9820.The horizontal coordinates were established by GPS observations
 DF9820.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DF9820
 DF9820.The orthometric height was determined by differential leveling
 DF9820.and adjusted by the National Geodetic Survey in February 2004..
 DF9820
 DF9820.Photographs are available 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 DEFLEC99 derived deflections.
 DF9820
 DF9820.The ellipsoidal height was determined by GPS observations
 DF9820.and is referenced to NAD 83.
 DF9820
 DF9820.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF9820;SPC WI S     -    69,506.629   679,516.343   MT  1.00002442   +0 39 57.5
 DF9820;SPC WI S     -   228,039.67  2,229,379.87   sFT  1.00002442   +0 39 57.5
 DF9820;UTM  16      - 4,720,784.009   333,460.849   MT  0.99994124   -1 22 31.6
 DF9820
 DF9820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9820!SPC WI S     -   0.99996677  x   1.00002442  =   0.99999119
 DF9820!UTM  16      -   0.99996677  x   0.99994124  =   0.99990801
 DF9820
 DF9820                          SUPERSEDED SURVEY CONTROL
 DF9820
 DF9820  NAVD 88 (04/02/04)  245.67   (m)          806.0    (f) LEVELING    3  
 DF9820
 DF9820.Superseded values are not recommended for survey control.
 DF9820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9820.See file dsdata.txt to determine how the superseded data were derived.
 DF9820
 DF9820_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3346120784(NAD 83)
 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 - 2001
 DF9820
 DF9820  HISTORY     - Date     Condition        Report By
 DF9820  HISTORY     - 2001     MONUMENTED       WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9819 ***********************************************************************
 DF9819  DESIGNATION -  1V05
 DF9819  PID         -  DF9819
 DF9819  STATE/COUNTY-  WI/ROCK
 DF9819  USGS QUAD   -  JANESVILLE WEST (1976)
 DF9819
 DF9819                         *CURRENT SURVEY CONTROL
 DF9819  ___________________________________________________________________
 DF9819* NAD 83(1986)-  42 38 46.     (N)    089 01 53.     (W)     SCALED    
 DF9819* NAVD 88     -       253.793  (meters)     832.65   (feet)  ADJUSTED  
 DF9819  ___________________________________________________________________
 DF9819  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 DF9819  DYNAMIC HT  -         253.719 (meters)     832.41  (feet)  COMP
 DF9819  MODELED GRAV-     980,324.0   (mgal)                       NAVD 88
 DF9819
 DF9819  VERT ORDER  -  SECOND    CLASS I
 DF9819
 DF9819.The horizontal coordinates were scaled from a topographic map and have
 DF9819.an estimated accuracy of +/- 6 seconds.
 DF9819
 DF9819.The orthometric height was determined by differential leveling
 DF9819.and adjusted by the National Geodetic Survey in February 2004..
 DF9819
 DF9819.The geoid height was determined by GEOID03.
 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     -    72,240.      679,430.      MT  (+/- 180 meters Scaled)
 DF9819
 DF9819                          SUPERSEDED SURVEY CONTROL
 DF9819
 DF9819.No superseded survey control is available for this station.
 DF9819
 DF9819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN334235(NAD 83)
 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 - 2001
 DF9819
 DF9819  HISTORY     - Date     Condition        Report By
 DF9819  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9818 ***********************************************************************
 DF9818  DESIGNATION -  1V06
 DF9818  PID         -  DF9818
 DF9818  STATE/COUNTY-  WI/ROCK
 DF9818  USGS QUAD   -  JANESVILLE WEST (1976)
 DF9818
 DF9818                         *CURRENT SURVEY CONTROL
 DF9818  ___________________________________________________________________
 DF9818* NAD 83(1986)-  42 40 12.     (N)    089 01 54.     (W)     SCALED    
 DF9818* NAVD 88     -       238.295  (meters)     781.81   (feet)  ADJUSTED  
 DF9818  ___________________________________________________________________
 DF9818  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 DF9818  DYNAMIC HT  -         238.226 (meters)     781.58  (feet)  COMP
 DF9818  MODELED GRAV-     980,326.4   (mgal)                       NAVD 88
 DF9818
 DF9818  VERT ORDER  -  SECOND    CLASS I
 DF9818
 DF9818.The horizontal coordinates were scaled from a topographic map and have
 DF9818.an estimated accuracy of +/- 6 seconds.
 DF9818
 DF9818.The orthometric height was determined by differential leveling
 DF9818.and adjusted by the National Geodetic Survey in February 2004..
 DF9818
 DF9818.The geoid height was determined by GEOID03.
 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     -    74,890.      679,380.      MT  (+/- 180 meters Scaled)
 DF9818
 DF9818                          SUPERSEDED SURVEY CONTROL
 DF9818
 DF9818.No superseded survey control is available for this station.
 DF9818
 DF9818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN335261(NAD 83)
 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 - 2001
 DF9818
 DF9818  HISTORY     - Date     Condition        Report By
 DF9818  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9816 ***********************************************************************
 DF9816  DESIGNATION -  1V07
 DF9816  PID         -  DF9816
 DF9816  STATE/COUNTY-  WI/ROCK
 DF9816  USGS QUAD   -  JANESVILLE WEST (1976)
 DF9816
 DF9816                         *CURRENT SURVEY CONTROL
 DF9816  ___________________________________________________________________
 DF9816* NAD 83(1986)-  42 43 50.     (N)    089 05 38.     (W)     SCALED    
 DF9816* NAVD 88     -       268.045  (meters)     879.41   (feet)  ADJUSTED  
 DF9816  ___________________________________________________________________
 DF9816  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 DF9816  DYNAMIC HT  -         267.969 (meters)     879.16  (feet)  COMP
 DF9816  MODELED GRAV-     980,327.5   (mgal)                       NAVD 88
 DF9816
 DF9816  VERT ORDER  -  SECOND    CLASS I
 DF9816
 DF9816.The horizontal coordinates were scaled from a topographic map and have
 DF9816.an estimated accuracy of +/- 6 seconds.
 DF9816
 DF9816.The orthometric height was determined by differential leveling
 DF9816.and adjusted by the National Geodetic Survey in February 2004..
 DF9816
 DF9816.The geoid height was determined by GEOID03.
 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     -    81,560.      674,210.      MT  (+/- 180 meters Scaled)
 DF9816
 DF9816                          SUPERSEDED SURVEY CONTROL
 DF9816
 DF9816.No superseded survey control is available for this station.
 DF9816
 DF9816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN285330(NAD 83)
 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 - April 11, 2004
 DF9816
 DF9816  HISTORY     - Date     Condition        Report By
 DF9816  HISTORY     - 2001     MONUMENTED       WIDT
 DF9816  HISTORY     - 20040411 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9815 ***********************************************************************
 DF9815  DESIGNATION -  1V08
 DF9815  PID         -  DF9815
 DF9815  STATE/COUNTY-  WI/ROCK
 DF9815  USGS QUAD   -  FOOTVILLE (1971)
 DF9815
 DF9815                         *CURRENT SURVEY CONTROL
 DF9815  ___________________________________________________________________
 DF9815* NAD 83(1986)-  42 44 52.     (N)    089 12 02.     (W)     SCALED    
 DF9815* NAVD 88     -       275.193  (meters)     902.86   (feet)  ADJUSTED  
 DF9815  ___________________________________________________________________
 DF9815  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 DF9815  DYNAMIC HT  -         275.113 (meters)     902.60  (feet)  COMP
 DF9815  MODELED GRAV-     980,322.6   (mgal)                       NAVD 88
 DF9815
 DF9815  VERT ORDER  -  SECOND    CLASS I
 DF9815
 DF9815.The horizontal coordinates were scaled from a topographic map and have
 DF9815.an estimated accuracy of +/- 6 seconds.
 DF9815
 DF9815.The orthometric height was determined by differential leveling
 DF9815.and adjusted by the National Geodetic Survey in February 2004..
 DF9815
 DF9815.The geoid height was determined by GEOID03.
 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     -    83,390.      665,450.      MT  (+/- 180 meters Scaled)
 DF9815
 DF9815                          SUPERSEDED SURVEY CONTROL
 DF9815
 DF9815.No superseded survey control is available for this station.
 DF9815
 DF9815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN199351(NAD 83)
 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 - April 11, 2004
 DF9815
 DF9815  HISTORY     - Date     Condition        Report By
 DF9815  HISTORY     - 2001     MONUMENTED       WIDT
 DF9815  HISTORY     - 20040411 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9776 ***********************************************************************
 DF9776  DESIGNATION -  1V09
 DF9776  PID         -  DF9776
 DF9776  STATE/COUNTY-  WI/ROCK
 DF9776  USGS QUAD   -  EVANSVILLE (1981)
 DF9776
 DF9776                         *CURRENT SURVEY CONTROL
 DF9776  ___________________________________________________________________
 DF9776* NAD 83(1986)-  42 49 55.     (N)    089 20 57.     (W)     SCALED    
 DF9776* NAVD 88     -       296.652  (meters)     973.27   (feet)  ADJUSTED  
 DF9776  ___________________________________________________________________
 DF9776  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 DF9776  DYNAMIC HT  -         296.567 (meters)     972.99  (feet)  COMP
 DF9776  MODELED GRAV-     980,324.7   (mgal)                       NAVD 88
 DF9776
 DF9776  VERT ORDER  -  SECOND    CLASS I
 DF9776
 DF9776.The horizontal coordinates were scaled from a topographic map and have
 DF9776.an estimated accuracy of +/- 6 seconds.
 DF9776
 DF9776.The orthometric height was determined by differential leveling
 DF9776.and adjusted by the National Geodetic Survey in February 2004..
 DF9776
 DF9776.The geoid height was determined by GEOID03.
 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     -    92,630.      653,210.      MT  (+/- 180 meters Scaled)
 DF9776
 DF9776                          SUPERSEDED SURVEY CONTROL
 DF9776
 DF9776.No superseded survey control is available for this station.
 DF9776
 DF9776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN079448(NAD 83)
 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 - 2001
 DF9776
 DF9776  HISTORY     - Date     Condition        Report By
 DF9776  HISTORY     - 2001     MONUMENTED       WIDT
 DF9776  HISTORY     - 20040411 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9775 ***********************************************************************
 DF9775  DESIGNATION -  1V10
 DF9775  PID         -  DF9775
 DF9775  STATE/COUNTY-  WI/GREEN
 DF9775  USGS QUAD   -  ATTICA (1971)
 DF9775
 DF9775                         *CURRENT SURVEY CONTROL
 DF9775  ___________________________________________________________________
 DF9775* NAD 83(1986)-  42 51 14.     (N)    089 22 58.     (W)     SCALED    
 DF9775* NAVD 88     -       294.490  (meters)     966.17   (feet)  ADJUSTED  
 DF9775  ___________________________________________________________________
 DF9775  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 DF9775  DYNAMIC HT  -         294.405 (meters)     965.89  (feet)  COMP
 DF9775  MODELED GRAV-     980,326.9   (mgal)                       NAVD 88
 DF9775
 DF9775  VERT ORDER  -  SECOND    CLASS I
 DF9775
 DF9775.The horizontal coordinates were scaled from a topographic map and have
 DF9775.an estimated accuracy of +/- 6 seconds.
 DF9775
 DF9775.The orthometric height was determined by differential leveling
 DF9775.and adjusted by the National Geodetic Survey in February 2004..
 DF9775
 DF9775.The geoid height was determined by GEOID03.
 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     -    95,050.      650,450.      MT  (+/- 180 meters Scaled)
 DF9775
 DF9775                          SUPERSEDED SURVEY CONTROL
 DF9775
 DF9775.No superseded survey control is available for this station.
 DF9775
 DF9775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN053473(NAD 83)
 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 - April 16, 2004
 DF9775
 DF9775  HISTORY     - Date     Condition        Report By
 DF9775  HISTORY     - 2001     MONUMENTED       WIDT
 DF9775  HISTORY     - 20040416 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9773 ***********************************************************************
 DF9773  DESIGNATION -  1V11
 DF9773  PID         -  DF9773
 DF9773  STATE/COUNTY-  WI/DANE
 DF9773  USGS QUAD   -  OREGON (1982)
 DF9773
 DF9773                         *CURRENT SURVEY CONTROL
 DF9773  ___________________________________________________________________
 DF9773* NAD 83(1986)-  42 53 12.     (N)    089 23 21.     (W)     SCALED    
 DF9773* NAVD 88     -       305.231  (meters)    1001.41   (feet)  ADJUSTED  
 DF9773  ___________________________________________________________________
 DF9773  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 DF9773  DYNAMIC HT  -         305.144 (meters)    1001.13  (feet)  COMP
 DF9773  MODELED GRAV-     980,329.3   (mgal)                       NAVD 88
 DF9773
 DF9773  VERT ORDER  -  SECOND    CLASS I
 DF9773
 DF9773.The horizontal coordinates were scaled from a topographic map and have
 DF9773.an estimated accuracy of +/- 6 seconds.
 DF9773
 DF9773.The orthometric height was determined by differential leveling
 DF9773.and adjusted by the National Geodetic Survey in February 2004..
 DF9773
 DF9773.The geoid height was determined by GEOID03.
 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     -    98,680.      649,900.      MT  (+/- 180 meters Scaled)
 DF9773
 DF9773                          SUPERSEDED SURVEY CONTROL
 DF9773
 DF9773.No superseded survey control is available for this station.
 DF9773
 DF9773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN049509(NAD 83)
 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 - 2001
 DF9773
 DF9773  HISTORY     - Date     Condition        Report By
 DF9773  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9791 ***********************************************************************
 DF9791  DESIGNATION -  1V12
 DF9791  PID         -  DF9791
 DF9791  STATE/COUNTY-  WI/GREEN
 DF9791  USGS QUAD   -  BRODHEAD EAST (1971)
 DF9791
 DF9791                         *CURRENT SURVEY CONTROL
 DF9791  ___________________________________________________________________
 DF9791* NAD 83(1986)-  42 34 42.     (N)    089 22 00.     (W)     SCALED    
 DF9791* NAVD 88     -       236.471  (meters)     775.82   (feet)  ADJUSTED  
 DF9791  ___________________________________________________________________
 DF9791  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 DF9791  DYNAMIC HT  -         236.396 (meters)     775.58  (feet)  COMP
 DF9791  MODELED GRAV-     980,299.6   (mgal)                       NAVD 88
 DF9791
 DF9791  VERT ORDER  -  SECOND    CLASS I
 DF9791
 DF9791.The horizontal coordinates were scaled from a topographic map and have
 DF9791.an estimated accuracy of +/- 6 seconds.
 DF9791
 DF9791.The orthometric height was determined by differential leveling
 DF9791.and adjusted by the National Geodetic Survey in February 2004..
 DF9791
 DF9791.The geoid height was determined by GEOID03.
 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     -    64,450.      652,000.      MT  (+/- 180 meters Scaled)
 DF9791
 DF9791                          SUPERSEDED SURVEY CONTROL
 DF9791
 DF9791.No superseded survey control is available for this station.
 DF9791
 DF9791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN057167(NAD 83)
 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 - April 16, 2004
 DF9791
 DF9791  HISTORY     - Date     Condition        Report By
 DF9791  HISTORY     - 2001     MONUMENTED       WIDT
 DF9791  HISTORY     - 20040416 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9792 ***********************************************************************
 DF9792  DESIGNATION -  1V13
 DF9792  PID         -  DF9792
 DF9792  STATE/COUNTY-  WI/GREEN
 DF9792  USGS QUAD   -  BRODHEAD EAST (1971)
 DF9792
 DF9792                         *CURRENT SURVEY CONTROL
 DF9792  ___________________________________________________________________
 DF9792* NAD 83(1986)-  42 35 42.     (N)    089 22 02.     (W)     SCALED    
 DF9792* NAVD 88     -       237.640  (meters)     779.66   (feet)  ADJUSTED  
 DF9792  ___________________________________________________________________
 DF9792  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 DF9792  DYNAMIC HT  -         237.565 (meters)     779.41  (feet)  COMP
 DF9792  MODELED GRAV-     980,301.3   (mgal)                       NAVD 88
 DF9792
 DF9792  VERT ORDER  -  SECOND    CLASS I
 DF9792
 DF9792.The horizontal coordinates were scaled from a topographic map and have
 DF9792.an estimated accuracy of +/- 6 seconds.
 DF9792
 DF9792.The orthometric height was determined by differential leveling
 DF9792.and adjusted by the National Geodetic Survey in February 2004..
 DF9792
 DF9792.The geoid height was determined by GEOID03.
 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     -    66,300.      651,940.      MT  (+/- 180 meters Scaled)
 DF9792
 DF9792                          SUPERSEDED SURVEY CONTROL
 DF9792
 DF9792.No superseded survey control is available for this station.
 DF9792
 DF9792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN057185(NAD 83)
 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 - April 16, 2004
 DF9792
 DF9792  HISTORY     - Date     Condition        Report By
 DF9792  HISTORY     - 2001     MONUMENTED       WIDT
 DF9792  HISTORY     - 20040416 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9793 ***********************************************************************
 DF9793  DESIGNATION -  1V14
 DF9793  PID         -  DF9793
 DF9793  STATE/COUNTY-  WI/ROCK
 DF9793  USGS QUAD   -  ORFORDVILLE (1971)
 DF9793
 DF9793                         *CURRENT SURVEY CONTROL
 DF9793  ___________________________________________________________________
 DF9793* NAD 83(1986)-  42 37 53.     (N)    089 22 01.     (W)     SCALED    
 DF9793* NAVD 88     -       242.359  (meters)     795.14   (feet)  ADJUSTED  
 DF9793  ___________________________________________________________________
 DF9793  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 DF9793  DYNAMIC HT  -         242.284 (meters)     794.89  (feet)  COMP
 DF9793  MODELED GRAV-     980,305.3   (mgal)                       NAVD 88
 DF9793
 DF9793  VERT ORDER  -  SECOND    CLASS I
 DF9793
 DF9793.The horizontal coordinates were scaled from a topographic map and have
 DF9793.an estimated accuracy of +/- 6 seconds.
 DF9793
 DF9793.The orthometric height was determined by differential leveling
 DF9793.and adjusted by the National Geodetic Survey in February 2004..
 DF9793
 DF9793.The geoid height was determined by GEOID03.
 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     -    70,340.      651,930.      MT  (+/- 180 meters Scaled)
 DF9793
 DF9793                          SUPERSEDED SURVEY CONTROL
 DF9793
 DF9793.No superseded survey control is available for this station.
 DF9793
 DF9793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN059225(NAD 83)
 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 - April 16, 2004
 DF9793
 DF9793  HISTORY     - Date     Condition        Report By
 DF9793  HISTORY     - 2001     MONUMENTED       WIDT
 DF9793  HISTORY     - 20040416 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9794 ***********************************************************************
 DF9794  DESIGNATION -  1V15
 DF9794  PID         -  DF9794
 DF9794  STATE/COUNTY-  WI/ROCK
 DF9794  USGS QUAD   -  ORFORDVILLE (1971)
 DF9794
 DF9794                         *CURRENT SURVEY CONTROL
 DF9794  ___________________________________________________________________
 DF9794* NAD 83(1986)-  42 38 59.     (N)    089 22 02.     (W)     SCALED    
 DF9794* NAVD 88     -       244.758  (meters)     803.01   (feet)  ADJUSTED  
 DF9794  ___________________________________________________________________
 DF9794  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 DF9794  DYNAMIC HT  -         244.682 (meters)     802.76  (feet)  COMP
 DF9794  MODELED GRAV-     980,307.3   (mgal)                       NAVD 88
 DF9794
 DF9794  VERT ORDER  -  SECOND    CLASS I
 DF9794
 DF9794.The horizontal coordinates were scaled from a topographic map and have
 DF9794.an estimated accuracy of +/- 6 seconds.
 DF9794
 DF9794.The orthometric height was determined by differential leveling
 DF9794.and adjusted by the National Geodetic Survey in February 2004..
 DF9794
 DF9794.The geoid height was determined by GEOID03.
 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     -    72,380.      651,890.      MT  (+/- 180 meters Scaled)
 DF9794
 DF9794                          SUPERSEDED SURVEY CONTROL
 DF9794
 DF9794.No superseded survey control is available for this station.
 DF9794
 DF9794_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN059246(NAD 83)
 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 - April 16, 2004
 DF9794
 DF9794  HISTORY     - Date     Condition        Report By
 DF9794  HISTORY     - 2001     MONUMENTED       WIDT
 DF9794  HISTORY     - 20040416 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9796 ***********************************************************************
 DF9796  DESIGNATION -  1V16
 DF9796  PID         -  DF9796
 DF9796  STATE/COUNTY-  WI/GREEN
 DF9796  USGS QUAD   -  ORFORDVILLE (1971)
 DF9796
 DF9796                         *CURRENT SURVEY CONTROL
 DF9796  ___________________________________________________________________
 DF9796* NAD 83(1986)-  42 41 20.     (N)    089 22 04.     (W)     SCALED    
 DF9796* NAVD 88     -       253.048  (meters)     830.21   (feet)  ADJUSTED  
 DF9796  ___________________________________________________________________
 DF9796  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 DF9796  DYNAMIC HT  -         252.971 (meters)     829.96  (feet)  COMP
 DF9796  MODELED GRAV-     980,311.7   (mgal)                       NAVD 88
 DF9796
 DF9796  VERT ORDER  -  SECOND    CLASS I
 DF9796
 DF9796.The horizontal coordinates were scaled from a topographic map and have
 DF9796.an estimated accuracy of +/- 6 seconds.
 DF9796
 DF9796.The orthometric height was determined by differential leveling
 DF9796.and adjusted by the National Geodetic Survey in February 2004..
 DF9796
 DF9796.The geoid height was determined by GEOID03.
 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     -    76,730.      651,810.      MT  (+/- 180 meters Scaled)
 DF9796
 DF9796                          SUPERSEDED SURVEY CONTROL
 DF9796
 DF9796.No superseded survey control is available for this station.
 DF9796
 DF9796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN060289(NAD 83)
 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 - April 16, 2004
 DF9796
 DF9796  HISTORY     - Date     Condition        Report By
 DF9796  HISTORY     - 2001     MONUMENTED       WIDT
 DF9796  HISTORY     - 20040416 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9797 ***********************************************************************
 DF9797  DESIGNATION -  1V17
 DF9797  PID         -  DF9797
 DF9797  STATE/COUNTY-  WI/GREEN
 DF9797  USGS QUAD   -  ORFORDVILLE (1971)
 DF9797
 DF9797                         *CURRENT SURVEY CONTROL
 DF9797  ___________________________________________________________________
 DF9797* NAD 83(1986)-  42 42 25.     (N)    089 22 06.     (W)     SCALED    
 DF9797* NAVD 88     -       265.642  (meters)     871.53   (feet)  ADJUSTED  
 DF9797  ___________________________________________________________________
 DF9797  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 DF9797  DYNAMIC HT  -         265.562 (meters)     871.26  (feet)  COMP
 DF9797  MODELED GRAV-     980,313.7   (mgal)                       NAVD 88
 DF9797
 DF9797  VERT ORDER  -  SECOND    CLASS I
 DF9797
 DF9797.The horizontal coordinates were scaled from a topographic map and have
 DF9797.an estimated accuracy of +/- 6 seconds.
 DF9797
 DF9797.The orthometric height was determined by differential leveling
 DF9797.and adjusted by the National Geodetic Survey in February 2004..
 DF9797
 DF9797.The geoid height was determined by GEOID03.
 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     -    78,730.      651,750.      MT  (+/- 180 meters Scaled)
 DF9797
 DF9797                          SUPERSEDED SURVEY CONTROL
 DF9797
 DF9797.No superseded survey control is available for this station.
 DF9797
 DF9797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN060309(NAD 83)
 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 - April 16, 2004
 DF9797
 DF9797  HISTORY     - Date     Condition        Report By
 DF9797  HISTORY     - 2001     MONUMENTED       WIDT
 DF9797  HISTORY     - 20040416 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9798 ***********************************************************************
 DF9798  DESIGNATION -  1V18
 DF9798  PID         -  DF9798
 DF9798  STATE/COUNTY-  WI/ROCK
 DF9798  USGS QUAD   -  ORFORDVILLE (1971)
 DF9798
 DF9798                         *CURRENT SURVEY CONTROL
 DF9798  ___________________________________________________________________
 DF9798* NAD 83(1986)-  42 43 15.     (N)    089 22 05.     (W)     SCALED    
 DF9798* NAVD 88     -       267.991  (meters)     879.23   (feet)  ADJUSTED  
 DF9798  ___________________________________________________________________
 DF9798  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 DF9798  DYNAMIC HT  -         267.911 (meters)     878.97  (feet)  COMP
 DF9798  MODELED GRAV-     980,315.2   (mgal)                       NAVD 88
 DF9798
 DF9798  VERT ORDER  -  SECOND    CLASS I
 DF9798
 DF9798.The horizontal coordinates were scaled from a topographic map and have
 DF9798.an estimated accuracy of +/- 6 seconds.
 DF9798
 DF9798.The orthometric height was determined by differential leveling
 DF9798.and adjusted by the National Geodetic Survey in February 2004..
 DF9798
 DF9798.The geoid height was determined by GEOID03.
 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     -    80,280.      651,760.      MT  (+/- 180 meters Scaled)
 DF9798
 DF9798                          SUPERSEDED SURVEY CONTROL
 DF9798
 DF9798.No superseded survey control is available for this station.
 DF9798
 DF9798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN061325(NAD 83)
 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 - April 16, 2004
 DF9798
 DF9798  HISTORY     - Date     Condition        Report By
 DF9798  HISTORY     - 2001     MONUMENTED       WIDT
 DF9798  HISTORY     - 20040416 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9899 ***********************************************************************
 DF9899  DESIGNATION -  1V45
 DF9899  PID         -  DF9899
 DF9899  STATE/COUNTY-  WI/ROCK
 DF9899  USGS QUAD   -  COOKSVILLE (1976)
 DF9899
 DF9899                         *CURRENT SURVEY CONTROL
 DF9899  ___________________________________________________________________
 DF9899* NAD 83(1986)-  42 45 32.     (N)    089 10 16.     (W)     SCALED    
 DF9899* NAVD 88     -       303.847  (meters)     996.87   (feet)  ADJUSTED  
 DF9899  ___________________________________________________________________
 DF9899  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 DF9899  DYNAMIC HT  -         303.760 (meters)     996.59  (feet)  COMP
 DF9899  MODELED GRAV-     980,325.0   (mgal)                       NAVD 88
 DF9899
 DF9899  VERT ORDER  -  SECOND    CLASS I
 DF9899
 DF9899.The horizontal coordinates were scaled from a topographic map and have
 DF9899.an estimated accuracy of +/- 6 seconds.
 DF9899
 DF9899.The orthometric height was determined by differential leveling
 DF9899.and adjusted by the National Geodetic Survey in February 2004..
 DF9899
 DF9899.The geoid height was determined by GEOID03.
 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     -    84,640.      667,850.      MT  (+/- 180 meters Scaled)
 DF9899
 DF9899                          SUPERSEDED SURVEY CONTROL
 DF9899
 DF9899.No superseded survey control is available for this station.
 DF9899
 DF9899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN223363(NAD 83)
 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 - April 11, 2004
 DF9899
 DF9899  HISTORY     - Date     Condition        Report By
 DF9899  HISTORY     - 2001     MONUMENTED       WIDT
 DF9899  HISTORY     - 20040411 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9897 ***********************************************************************
 DF9897  DESIGNATION -  1V46
 DF9897  PID         -  DF9897
 DF9897  STATE/COUNTY-  WI/ROCK
 DF9897  USGS QUAD   -  COOKSVILLE (1976)
 DF9897
 DF9897                         *CURRENT SURVEY CONTROL
 DF9897  ___________________________________________________________________
 DF9897* NAD 83(1986)-  42 47 38.     (N)    089 10 18.     (W)     SCALED    
 DF9897* NAVD 88     -       263.528  (meters)     864.59   (feet)  ADJUSTED  
 DF9897  ___________________________________________________________________
 DF9897  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 DF9897  DYNAMIC HT  -         263.452 (meters)     864.34  (feet)  COMP
 DF9897  MODELED GRAV-     980,327.3   (mgal)                       NAVD 88
 DF9897
 DF9897  VERT ORDER  -  SECOND    CLASS I
 DF9897
 DF9897.The horizontal coordinates were scaled from a topographic map and have
 DF9897.an estimated accuracy of +/- 6 seconds.
 DF9897
 DF9897.The orthometric height was determined by differential leveling
 DF9897.and adjusted by the National Geodetic Survey in February 2004..
 DF9897
 DF9897.The geoid height was determined by GEOID03.
 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     -    88,530.      667,770.      MT  (+/- 180 meters Scaled)
 DF9897
 DF9897                          SUPERSEDED SURVEY CONTROL
 DF9897
 DF9897.No superseded survey control is available for this station.
 DF9897
 DF9897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN223402(NAD 83)
 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 - April 11, 2004
 DF9897
 DF9897  HISTORY     - Date     Condition        Report By
 DF9897  HISTORY     - 2001     MONUMENTED       WIDT
 DF9897  HISTORY     - 20040411 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9896 ***********************************************************************
 DF9896  DESIGNATION -  1V47
 DF9896  PID         -  DF9896
 DF9896  STATE/COUNTY-  WI/ROCK
 DF9896  USGS QUAD   -  COOKSVILLE (1976)
 DF9896
 DF9896                         *CURRENT SURVEY CONTROL
 DF9896  ___________________________________________________________________
 DF9896* NAD 83(1986)-  42 47 52.     (N)    089 09 24.     (W)     SCALED    
 DF9896* NAVD 88     -       264.643  (meters)     868.25   (feet)  ADJUSTED  
 DF9896  ___________________________________________________________________
 DF9896  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 DF9896  DYNAMIC HT  -         264.567 (meters)     868.00  (feet)  COMP
 DF9896  MODELED GRAV-     980,328.3   (mgal)                       NAVD 88
 DF9896
 DF9896  VERT ORDER  -  SECOND    CLASS I
 DF9896
 DF9896.The horizontal coordinates were scaled from a topographic map and have
 DF9896.an estimated accuracy of +/- 6 seconds.
 DF9896
 DF9896.The orthometric height was determined by differential leveling
 DF9896.and adjusted by the National Geodetic Survey in February 2004..
 DF9896
 DF9896.The geoid height was determined by GEOID03.
 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     -    88,980.      668,990.      MT  (+/- 180 meters Scaled)
 DF9896
 DF9896                          SUPERSEDED SURVEY CONTROL
 DF9896
 DF9896.No superseded survey control is available for this station.
 DF9896
 DF9896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN236406(NAD 83)
 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 - April 11, 2004
 DF9896
 DF9896  HISTORY     - Date     Condition        Report By
 DF9896  HISTORY     - 2001     MONUMENTED       WIDT
 DF9896  HISTORY     - 20040411 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9895 ***********************************************************************
 DF9895  DESIGNATION -  1V48
 DF9895  PID         -  DF9895
 DF9895  STATE/COUNTY-  WI/ROCK
 DF9895  USGS QUAD   -  COOKSVILLE (1976)
 DF9895
 DF9895                         *CURRENT SURVEY CONTROL
 DF9895  ___________________________________________________________________
 DF9895* NAD 83(1986)-  42 48 42.     (N)    089 09 07.     (W)     SCALED    
 DF9895* NAVD 88     -       244.337  (meters)     801.63   (feet)  ADJUSTED  
 DF9895  ___________________________________________________________________
 DF9895  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 DF9895  DYNAMIC HT  -         244.267 (meters)     801.40  (feet)  COMP
 DF9895  MODELED GRAV-     980,329.4   (mgal)                       NAVD 88
 DF9895
 DF9895  VERT ORDER  -  SECOND    CLASS I
 DF9895
 DF9895.The horizontal coordinates were scaled from a topographic map and have
 DF9895.an estimated accuracy of +/- 6 seconds.
 DF9895
 DF9895.The orthometric height was determined by differential leveling
 DF9895.and adjusted by the National Geodetic Survey in February 2004..
 DF9895
 DF9895.The geoid height was determined by GEOID03.
 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     -    90,520.      669,360.      MT  (+/- 180 meters Scaled)
 DF9895
 DF9895                          SUPERSEDED SURVEY CONTROL
 DF9895
 DF9895.No superseded survey control is available for this station.
 DF9895
 DF9895_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN240421(NAD 83)
 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 - April 11, 2004
 DF9895
 DF9895  HISTORY     - Date     Condition        Report By
 DF9895  HISTORY     - 2001     MONUMENTED       WIDT
 DF9895  HISTORY     - 20040411 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9894 ***********************************************************************
 DF9894  DESIGNATION -  1V49
 DF9894  PID         -  DF9894
 DF9894  STATE/COUNTY-  WI/ROCK
 DF9894  USGS QUAD   -  COOKSVILLE (1976)
 DF9894
 DF9894                         *CURRENT SURVEY CONTROL
 DF9894  ___________________________________________________________________
 DF9894* NAD 83(1986)-  42 49 30.     (N)    089 08 42.     (W)     SCALED    
 DF9894* NAVD 88     -       261.435  (meters)     857.72   (feet)  ADJUSTED  
 DF9894  ___________________________________________________________________
 DF9894  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 DF9894  DYNAMIC HT  -         261.361 (meters)     857.48  (feet)  COMP
 DF9894  MODELED GRAV-     980,330.6   (mgal)                       NAVD 88
 DF9894
 DF9894  VERT ORDER  -  SECOND    CLASS I
 DF9894
 DF9894.The horizontal coordinates were scaled from a topographic map and have
 DF9894.an estimated accuracy of +/- 6 seconds.
 DF9894
 DF9894.The orthometric height was determined by differential leveling
 DF9894.and adjusted by the National Geodetic Survey in February 2004..
 DF9894
 DF9894.The geoid height was determined by GEOID03.
 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     -    92,010.      669,910.      MT  (+/- 180 meters Scaled)
 DF9894
 DF9894                          SUPERSEDED SURVEY CONTROL
 DF9894
 DF9894.No superseded survey control is available for this station.
 DF9894
 DF9894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN246436(NAD 83)
 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 - April 11, 2004
 DF9894
 DF9894  HISTORY     - Date     Condition        Report By
 DF9894  HISTORY     - 2001     MONUMENTED       WIDT
 DF9894  HISTORY     - 20040411 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9893 ***********************************************************************
 DF9893  DESIGNATION -  1V50
 DF9893  PID         -  DF9893
 DF9893  STATE/COUNTY-  WI/ROCK
 DF9893  USGS QUAD   -  EDGERTON (1971)
 DF9893
 DF9893                         *CURRENT SURVEY CONTROL
 DF9893  ___________________________________________________________________
 DF9893* NAD 83(1986)-  42 49 55.     (N)    089 07 21.     (W)     SCALED    
 DF9893* NAVD 88     -       267.233  (meters)     876.75   (feet)  ADJUSTED  
 DF9893  ___________________________________________________________________
 DF9893  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 DF9893  DYNAMIC HT  -         267.157 (meters)     876.50  (feet)  COMP
 DF9893  MODELED GRAV-     980,332.1   (mgal)                       NAVD 88
 DF9893
 DF9893  VERT ORDER  -  SECOND    CLASS I
 DF9893
 DF9893.The horizontal coordinates were scaled from a topographic map and have
 DF9893.an estimated accuracy of +/- 6 seconds.
 DF9893
 DF9893.The orthometric height was determined by differential leveling
 DF9893.and adjusted by the National Geodetic Survey in February 2004..
 DF9893
 DF9893.The geoid height was determined by GEOID03.
 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     -    92,800.      671,740.      MT  (+/- 180 meters Scaled)
 DF9893
 DF9893                          SUPERSEDED SURVEY CONTROL
 DF9893
 DF9893.No superseded survey control is available for this station.
 DF9893
 DF9893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN265443(NAD 83)
 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 - April 11, 2004
 DF9893
 DF9893  HISTORY     - Date     Condition        Report By
 DF9893  HISTORY     - 2001     MONUMENTED       WIDT
 DF9893  HISTORY     - 20040411 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9892 ***********************************************************************
 DF9892  DESIGNATION -  1V51
 DF9892  PID         -  DF9892
 DF9892  STATE/COUNTY-  WI/ROCK
 DF9892  USGS QUAD   -  EDGERTON (1971)
 DF9892
 DF9892                         *CURRENT SURVEY CONTROL
 DF9892  ___________________________________________________________________
 DF9892* NAD 83(1986)-  42 50 13.     (N)    089 06 08.     (W)     SCALED    
 DF9892* NAVD 88     -       263.403  (meters)     864.18   (feet)  ADJUSTED  
 DF9892  ___________________________________________________________________
 DF9892  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 DF9892  DYNAMIC HT  -         263.330 (meters)     863.94  (feet)  COMP
 DF9892  MODELED GRAV-     980,333.4   (mgal)                       NAVD 88
 DF9892
 DF9892  VERT ORDER  -  SECOND    CLASS I
 DF9892
 DF9892.The horizontal coordinates were scaled from a topographic map and have
 DF9892.an estimated accuracy of +/- 6 seconds.
 DF9892
 DF9892.The orthometric height was determined by differential leveling
 DF9892.and adjusted by the National Geodetic Survey in February 2004..
 DF9892
 DF9892.The geoid height was determined by GEOID03.
 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     -    93,370.      673,400.      MT  (+/- 180 meters Scaled)
 DF9892
 DF9892                          SUPERSEDED SURVEY CONTROL
 DF9892
 DF9892.No superseded survey control is available for this station.
 DF9892
 DF9892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN281448(NAD 83)
 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 - April 11, 2004
 DF9892
 DF9892  HISTORY     - Date     Condition        Report By
 DF9892  HISTORY     - 2001     MONUMENTED       WIDT
 DF9892  HISTORY     - 20040411 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9656 ***********************************************************************
 DF9656  DESIGNATION -  1W01
 DF9656  PID         -  DF9656
 DF9656  STATE/COUNTY-  WI/WALWORTH
 DF9656  USGS QUAD   -  ELKHORN (1994)
 DF9656
 DF9656                         *CURRENT SURVEY CONTROL
 DF9656  ___________________________________________________________________
 DF9656* NAD 83(1986)-  42 39 27.     (N)    088 35 25.     (W)     SCALED    
 DF9656* NAVD 88     -       294.956  (meters)     967.70   (feet)  ADJUSTED  
 DF9656  ___________________________________________________________________
 DF9656  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 DF9656  DYNAMIC HT  -         294.870 (meters)     967.42  (feet)  COMP
 DF9656  MODELED GRAV-     980,319.1   (mgal)                       NAVD 88
 DF9656
 DF9656  VERT ORDER  -  SECOND    CLASS I
 DF9656
 DF9656.The horizontal coordinates were scaled from a topographic map and have
 DF9656.an estimated accuracy of +/- 6 seconds.
 DF9656
 DF9656.The orthometric height was determined by differential leveling
 DF9656.and adjusted by the National Geodetic Survey in February 2004..
 DF9656
 DF9656.The geoid height was determined by GEOID03.
 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     -    74,020.      715,580.      MT  (+/- 180 meters Scaled)
 DF9656
 DF9656                          SUPERSEDED SURVEY CONTROL
 DF9656
 DF9656.No superseded survey control is available for this station.
 DF9656
 DF9656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN696240(NAD 83)
 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 SUITABLE FOR
 DF9656+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9656
 DF9656  HISTORY     - Date     Condition        Report By
 DF9656  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9655 ***********************************************************************
 DF9655  DESIGNATION -  1W02
 DF9655  PID         -  DF9655
 DF9655  STATE/COUNTY-  WI/WALWORTH
 DF9655  USGS QUAD   -  ELKHORN (1994)
 DF9655
 DF9655                         *CURRENT SURVEY CONTROL
 DF9655  ___________________________________________________________________
 DF9655* NAD 83(1986)-  42 40 21.     (N)    088 35 27.     (W)     SCALED    
 DF9655* NAVD 88     -       316.141  (meters)    1037.21   (feet)  ADJUSTED  
 DF9655  ___________________________________________________________________
 DF9655  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 DF9655  DYNAMIC HT  -         316.049 (meters)    1036.90  (feet)  COMP
 DF9655  MODELED GRAV-     980,321.0   (mgal)                       NAVD 88
 DF9655
 DF9655  VERT ORDER  -  SECOND    CLASS I
 DF9655
 DF9655.The horizontal coordinates were scaled from a topographic map and have
 DF9655.an estimated accuracy of +/- 6 seconds.
 DF9655
 DF9655.The orthometric height was determined by differential leveling
 DF9655.and adjusted by the National Geodetic Survey in February 2004..
 DF9655
 DF9655.The geoid height was determined by GEOID03.
 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     -    75,690.      715,510.      MT  (+/- 180 meters Scaled)
 DF9655
 DF9655                          SUPERSEDED SURVEY CONTROL
 DF9655
 DF9655.No superseded survey control is available for this station.
 DF9655
 DF9655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN696256(NAD 83)
 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 - 2001
 DF9655
 DF9655  HISTORY     - Date     Condition        Report By
 DF9655  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9653 ***********************************************************************
 DF9653  DESIGNATION -  1W03
 DF9653  PID         -  DF9653
 DF9653  STATE/COUNTY-  WI/WALWORTH
 DF9653  USGS QUAD   -  ELKHORN (1994)
 DF9653
 DF9653                         *CURRENT SURVEY CONTROL
 DF9653  ___________________________________________________________________
 DF9653* NAD 83(1986)-  42 42 33.     (N)    088 34 54.     (W)     SCALED    
 DF9653* NAVD 88     -       274.424  (meters)     900.34   (feet)  ADJUSTED  
 DF9653  ___________________________________________________________________
 DF9653  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 DF9653  DYNAMIC HT  -         274.345 (meters)     900.08  (feet)  COMP
 DF9653  MODELED GRAV-     980,325.4   (mgal)                       NAVD 88
 DF9653
 DF9653  VERT ORDER  -  SECOND    CLASS I
 DF9653
 DF9653.The horizontal coordinates were scaled from a topographic map and have
 DF9653.an estimated accuracy of +/- 6 seconds.
 DF9653
 DF9653.The orthometric height was determined by differential leveling
 DF9653.and adjusted by the National Geodetic Survey in February 2004..
 DF9653
 DF9653.The geoid height was determined by GEOID03.
 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     -    79,770.      716,190.      MT  (+/- 180 meters Scaled)
 DF9653
 DF9653                          SUPERSEDED SURVEY CONTROL
 DF9653
 DF9653.No superseded survey control is available for this station.
 DF9653
 DF9653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN704297(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9653+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9653
 DF9653  HISTORY     - Date     Condition        Report By
 DF9653  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9652 ***********************************************************************
 DF9652  DESIGNATION -  1W04
 DF9652  PID         -  DF9652
 DF9652  STATE/COUNTY-  WI/WALWORTH
 DF9652  USGS QUAD   -  ELKHORN (1994)
 DF9652
 DF9652                         *CURRENT SURVEY CONTROL
 DF9652  ___________________________________________________________________
 DF9652* NAD 83(1986)-  42 43 53.     (N)    088 34 56.     (W)     SCALED    
 DF9652* NAVD 88     -       277.818  (meters)     911.47   (feet)  ADJUSTED  
 DF9652  ___________________________________________________________________
 DF9652  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 DF9652  DYNAMIC HT  -         277.739 (meters)     911.22  (feet)  COMP
 DF9652  MODELED GRAV-     980,327.9   (mgal)                       NAVD 88
 DF9652
 DF9652  VERT ORDER  -  SECOND    CLASS I
 DF9652
 DF9652.The horizontal coordinates were scaled from a topographic map and have
 DF9652.an estimated accuracy of +/- 6 seconds.
 DF9652
 DF9652.The orthometric height was determined by differential leveling
 DF9652.and adjusted by the National Geodetic Survey in February 2004..
 DF9652
 DF9652.The geoid height was determined by GEOID03.
 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     -    82,240.      716,100.      MT  (+/- 180 meters Scaled)
 DF9652
 DF9652                          SUPERSEDED SURVEY CONTROL
 DF9652
 DF9652.No superseded survey control is available for this station.
 DF9652
 DF9652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN704322(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = OCTOBER  7, 2006
 DF9650 ***********************************************************************
 DF9650  DESIGNATION -  1W05
 DF9650  PID         -  DF9650
 DF9650  STATE/COUNTY-  WI/WALWORTH
 DF9650  USGS QUAD   -  LITTLE PRAIRIE (1971)
 DF9650
 DF9650                         *CURRENT SURVEY CONTROL
 DF9650  ___________________________________________________________________
 DF9650* NAD 83(1986)-  42 45 27.     (N)    088 36 12.     (W)     SCALED    
 DF9650* NAVD 88     -       290.274  (meters)     952.34   (feet)  ADJUSTED  
 DF9650  ___________________________________________________________________
 DF9650  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 DF9650  DYNAMIC HT  -         290.192 (meters)     952.07  (feet)  COMP
 DF9650  MODELED GRAV-     980,332.0   (mgal)                       NAVD 88
 DF9650
 DF9650  VERT ORDER  -  SECOND    CLASS I
 DF9650
 DF9650.The horizontal coordinates were scaled from a topographic map and have
 DF9650.an estimated accuracy of +/- 6 seconds.
 DF9650
 DF9650.The orthometric height was determined by differential leveling
 DF9650.and adjusted by the National Geodetic Survey in February 2004..
 DF9650
 DF9650.The geoid height was determined by GEOID03.
 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     -    85,110.      714,330.      MT  (+/- 180 meters Scaled)
 DF9650
 DF9650                          SUPERSEDED SURVEY CONTROL
 DF9650
 DF9650.No superseded survey control is available for this station.
 DF9650
 DF9650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN688351(NAD 83)
 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 - 2001
 DF9650
 DF9650  HISTORY     - Date     Condition        Report By
 DF9650  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9649 ***********************************************************************
 DF9649  DESIGNATION -  1W06
 DF9649  PID         -  DF9649
 DF9649  STATE/COUNTY-  WI/WALWORTH
 DF9649  USGS QUAD   -  LITTLE PRAIRIE (1971)
 DF9649
 DF9649                         *CURRENT SURVEY CONTROL
 DF9649  ___________________________________________________________________
 DF9649* NAD 83(1986)-  42 46 42.     (N)    088 36 04.     (W)     SCALED    
 DF9649* NAVD 88     -       290.164  (meters)     951.98   (feet)  ADJUSTED  
 DF9649  ___________________________________________________________________
 DF9649  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 DF9649  DYNAMIC HT  -         290.084 (meters)     951.72  (feet)  COMP
 DF9649  MODELED GRAV-     980,334.6   (mgal)                       NAVD 88
 DF9649
 DF9649  VERT ORDER  -  SECOND    CLASS I
 DF9649
 DF9649.The horizontal coordinates were scaled from a topographic map and have
 DF9649.an estimated accuracy of +/- 6 seconds.
 DF9649
 DF9649.The orthometric height was determined by differential leveling
 DF9649.and adjusted by the National Geodetic Survey in February 2004..
 DF9649
 DF9649.The geoid height was determined by GEOID03.
 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     -    87,430.      714,470.      MT  (+/- 180 meters Scaled)
 DF9649
 DF9649                          SUPERSEDED SURVEY CONTROL
 DF9649
 DF9649.No superseded survey control is available for this station.
 DF9649
 DF9649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN690374(NAD 83)
 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 - 2001
 DF9649
 DF9649  HISTORY     - Date     Condition        Report By
 DF9649  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9647 ***********************************************************************
 DF9647  DESIGNATION -  1W07
 DF9647  PID         -  DF9647
 DF9647  STATE/COUNTY-  WI/WALWORTH
 DF9647  USGS QUAD   -  LITTLE PRAIRIE (1971)
 DF9647
 DF9647                         *CURRENT SURVEY CONTROL
 DF9647  ___________________________________________________________________
 DF9647* NAD 83(1986)-  42 48 00.     (N)    088 33 39.     (W)     SCALED    
 DF9647* NAVD 88     -       294.890  (meters)     967.48   (feet)  ADJUSTED  
 DF9647  ___________________________________________________________________
 DF9647  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 DF9647  DYNAMIC HT  -         294.808 (meters)     967.22  (feet)  COMP
 DF9647  MODELED GRAV-     980,335.9   (mgal)                       NAVD 88
 DF9647
 DF9647  VERT ORDER  -  SECOND    CLASS I
 DF9647
 DF9647.The horizontal coordinates were scaled from a topographic map and have
 DF9647.an estimated accuracy of +/- 6 seconds.
 DF9647
 DF9647.The orthometric height was determined by differential leveling
 DF9647.and adjusted by the National Geodetic Survey in February 2004..
 DF9647
 DF9647.The geoid height was determined by GEOID03.
 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     -    89,890.      717,720.      MT  (+/- 180 meters Scaled)
 DF9647
 DF9647                          SUPERSEDED SURVEY CONTROL
 DF9647
 DF9647.No superseded survey control is available for this station.
 DF9647
 DF9647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN723397(NAD 83)
 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 - 2001
 DF9647
 DF9647  HISTORY     - Date     Condition        Report By
 DF9647  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9646 ***********************************************************************
 DF9646  DESIGNATION -  1W08
 DF9646  PID         -  DF9646
 DF9646  STATE/COUNTY-  WI/WALWORTH
 DF9646  USGS QUAD   -  LITTLE PRAIRIE (1971)
 DF9646
 DF9646                         *CURRENT SURVEY CONTROL
 DF9646  ___________________________________________________________________
 DF9646* NAD 83(1986)-  42 49 57.     (N)    088 32 47.     (W)     SCALED    
 DF9646* NAVD 88     -       289.878  (meters)     951.04   (feet)  ADJUSTED  
 DF9646  ___________________________________________________________________
 DF9646  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 DF9646  DYNAMIC HT  -         289.798 (meters)     950.78  (feet)  COMP
 DF9646  MODELED GRAV-     980,339.0   (mgal)                       NAVD 88
 DF9646
 DF9646  VERT ORDER  -  SECOND    CLASS I
 DF9646
 DF9646.The horizontal coordinates were scaled from a topographic map and have
 DF9646.an estimated accuracy of +/- 6 seconds.
 DF9646
 DF9646.The orthometric height was determined by differential leveling
 DF9646.and adjusted by the National Geodetic Survey in February 2004..
 DF9646
 DF9646.The geoid height was determined by GEOID03.
 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     -    93,520.      718,840.      MT  (+/- 180 meters Scaled)
 DF9646
 DF9646                          SUPERSEDED SURVEY CONTROL
 DF9646
 DF9646.No superseded survey control is available for this station.
 DF9646
 DF9646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN736433(NAD 83)
 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 - 2001
 DF9646
 DF9646  HISTORY     - Date     Condition        Report By
 DF9646  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9645 ***********************************************************************
 DF9645  DESIGNATION -  1W09
 DF9645  PID         -  DF9645
 DF9645  STATE/COUNTY-  WI/WAUKESHA
 DF9645  USGS QUAD   -  LITTLE PRAIRIE (1971)
 DF9645
 DF9645                         *CURRENT SURVEY CONTROL
 DF9645  ___________________________________________________________________
 DF9645* NAD 83(1986)-  42 51 06.     (N)    088 32 30.     (W)     SCALED    
 DF9645* NAVD 88     -       284.808  (meters)     934.41   (feet)  ADJUSTED  
 DF9645  ___________________________________________________________________
 DF9645  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 DF9645  DYNAMIC HT  -         284.730 (meters)     934.15  (feet)  COMP
 DF9645  MODELED GRAV-     980,340.7   (mgal)                       NAVD 88
 DF9645
 DF9645  VERT ORDER  -  SECOND    CLASS I
 DF9645
 DF9645.The horizontal coordinates were scaled from a topographic map and have
 DF9645.an estimated accuracy of +/- 6 seconds.
 DF9645
 DF9645.The orthometric height was determined by differential leveling
 DF9645.and adjusted by the National Geodetic Survey in February 2004..
 DF9645
 DF9645.The geoid height was determined by GEOID03.
 DF9645
 DF9645.The dynamic height is computed by dividing the NAVD 88
 DF9645.geopotential number by the normal gravity value computed on the
 DF9645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9645.degrees latitude (g = 980.6199 gals.).
 DF9645
 DF9645.The modeled gravity was interpolated from observed gravity values.
 DF9645
 DF9645;                    North         East    Units  Estimated Accuracy
 DF9645;SPC WI S     -    95,660.      719,190.      MT  (+/- 180 meters Scaled)
 DF9645
 DF9645                          SUPERSEDED SURVEY CONTROL
 DF9645
 DF9645.No superseded survey control is available for this station.
 DF9645
 DF9645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN740454(NAD 83)
 DF9645_MARKER: DD = SURVEY DISK
 DF9645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9645_STAMPING: 1W09 2002
 DF9645_MARK LOGO: WIDT  
 DF9645_PROJECTION: FLUSH
 DF9645_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9645+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9645
 DF9645  HISTORY     - Date     Condition        Report By
 DF9645  HISTORY     - 2001     MONUMENTED       WIDT
 DF9645
 DF9645                          STATION DESCRIPTION
 DF9645
 DF9645'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9645'THE STATION IS LOCATED 47 KM NORTHEAST OF JANESVILLE, 6 KM SOUTHWEST
 DF9645'OF EAGLE AND 5 KM SOUTHEAST OF PALMYRA.  OWNERSHIP--WAUKESHA COUNTY.
 DF9645'TO REACH THE STATION FROM THE JUNCTION OF AND STATE HIGHWAY 20 WITH
 DF9645'STATE HIGHWAY 67 ABOUT 15 KM EAST OF THE CITY OF WHITEWATER, GO NORTH
 DF9645'ON STATE HIGHWAY 67 FOR 5.3 KM TO COUNTY HIGHWAY Z, TURN LEFT AND GO
 DF9645'NORTHWEST ON COUNTY HIGHWAY Z FOR 1.3 KM TO THE STATION ON THE RIGHT.
 DF9645'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9645'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF9645'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH
 DF9645'THE HIGHWAY PAVEMENT. THE STATION IS 7.0 M EAST OF THE CENTERLINE OF
 DF9645'COUNTY HIGHWAY Z, 0.2 KM SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY
 DF9645'NN, 48.5 M NORTH OF A WOOD POST FOR A --JUNCTION COUNTY HIGHWAY NN--
 DF9645'SIGN, 32.3 M SOUTHEAST OF POWER POLE --71-14548 50-2--, 32.0 M
 DF9645'NORTHEAST OF POWER POLE --71-14547 50-2--, AND 2 M WEST OF A
 DF9645'CULTIVATED FIELD.  ---NOTE---THE STATION IS SOUTH, NORTH AND EAST OF
 DF9645'THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO
 DF9645'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE
 DF9645'HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9644 ***********************************************************************
 DF9644  DESIGNATION -  1W10
 DF9644  PID         -  DF9644
 DF9644  STATE/COUNTY-  WI/JEFFERSON
 DF9644  USGS QUAD   -  LITTLE PRAIRIE (1971)
 DF9644
 DF9644                         *CURRENT SURVEY CONTROL
 DF9644  ___________________________________________________________________
 DF9644* NAD 83(1986)-  42 52 06.     (N)    088 32 33.     (W)     SCALED    
 DF9644* NAVD 88     -       265.292  (meters)     870.38   (feet)  ADJUSTED  
 DF9644  ___________________________________________________________________
 DF9644  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 DF9644  DYNAMIC HT  -         265.220 (meters)     870.14  (feet)  COMP
 DF9644  MODELED GRAV-     980,342.2   (mgal)                       NAVD 88
 DF9644
 DF9644  VERT ORDER  -  SECOND    CLASS I
 DF9644
 DF9644.The horizontal coordinates were scaled from a topographic map and have
 DF9644.an estimated accuracy of +/- 6 seconds.
 DF9644
 DF9644.The orthometric height was determined by differential leveling
 DF9644.and adjusted by the National Geodetic Survey in February 2004..
 DF9644
 DF9644.The geoid height was determined by GEOID03.
 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     -    97,510.      719,090.      MT  (+/- 180 meters Scaled)
 DF9644
 DF9644                          SUPERSEDED SURVEY CONTROL
 DF9644
 DF9644.No superseded survey control is available for this station.
 DF9644
 DF9644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN740473(NAD 83)
 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 - 2001
 DF9644
 DF9644  HISTORY     - Date     Condition        Report By
 DF9644  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9618 ***********************************************************************
 DF9618  DESIGNATION -  1W11
 DF9618  PID         -  DF9618
 DF9618  STATE/COUNTY-  WI/JEFFERSON
 DF9618  USGS QUAD   -  PALMYRA (1995)
 DF9618
 DF9618                         *CURRENT SURVEY CONTROL
 DF9618  ___________________________________________________________________
 DF9618* NAD 83(1986)-  42 53 21.     (N)    088 35 07.     (W)     SCALED    
 DF9618* NAVD 88     -       263.354  (meters)     864.02   (feet)  ADJUSTED  
 DF9618  ___________________________________________________________________
 DF9618  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 DF9618  DYNAMIC HT  -         263.283 (meters)     863.79  (feet)  COMP
 DF9618  MODELED GRAV-     980,345.3   (mgal)                       NAVD 88
 DF9618
 DF9618  VERT ORDER  -  SECOND    CLASS I
 DF9618
 DF9618.The horizontal coordinates were scaled from a topographic map and have
 DF9618.an estimated accuracy of +/- 6 seconds.
 DF9618
 DF9618.The orthometric height was determined by differential leveling
 DF9618.and adjusted by the National Geodetic Survey in February 2004..
 DF9618
 DF9618.The geoid height was determined by GEOID03.
 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     -    99,760.      715,560.      MT  (+/- 180 meters Scaled)
 DF9618
 DF9618                          SUPERSEDED SURVEY CONTROL
 DF9618
 DF9618.No superseded survey control is available for this station.
 DF9618
 DF9618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN705497(NAD 83)
 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 - 2001
 DF9618
 DF9618  HISTORY     - Date     Condition        Report By
 DF9618  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9616 ***********************************************************************
 DF9616  DESIGNATION -  1W12
 DF9616  PID         -  DF9616
 DF9616  STATE/COUNTY-  WI/JEFFERSON
 DF9616  USGS QUAD   -  PALMYRA (1995)
 DF9616
 DF9616                         *CURRENT SURVEY CONTROL
 DF9616  ___________________________________________________________________
 DF9616* NAD 83(1986)-  42 54 15.     (N)    088 35 12.     (W)     SCALED    
 DF9616* NAVD 88     -       272.616  (meters)     894.41   (feet)  ADJUSTED  
 DF9616  ___________________________________________________________________
 DF9616  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 DF9616  DYNAMIC HT  -         272.544 (meters)     894.17  (feet)  COMP
 DF9616  MODELED GRAV-     980,346.5   (mgal)                       NAVD 88
 DF9616
 DF9616  VERT ORDER  -  SECOND    CLASS I
 DF9616
 DF9616.The horizontal coordinates were scaled from a topographic map and have
 DF9616.an estimated accuracy of +/- 6 seconds.
 DF9616
 DF9616.The orthometric height was determined by differential leveling
 DF9616.and adjusted by the National Geodetic Survey in February 2004..
 DF9616
 DF9616.The geoid height was determined by GEOID03.
 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     -   101,420.      715,420.      MT  (+/- 180 meters Scaled)
 DF9616
 DF9616                          SUPERSEDED SURVEY CONTROL
 DF9616
 DF9616.No superseded survey control is available for this station.
 DF9616
 DF9616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN704513(NAD 83)
 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 - 2001
 DF9616
 DF9616  HISTORY     - Date     Condition        Report By
 DF9616  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9615 ***********************************************************************
 DF9615  DESIGNATION -  1W13
 DF9615  PID         -  DF9615
 DF9615  STATE/COUNTY-  WI/JEFFERSON
 DF9615  USGS QUAD   -  PALMYRA (1995)
 DF9615
 DF9615                         *CURRENT SURVEY CONTROL
 DF9615  ___________________________________________________________________
 DF9615* NAD 83(1986)-  42 55 27.     (N)    088 35 12.     (W)     SCALED    
 DF9615* NAVD 88     -       258.544  (meters)     848.24   (feet)  ADJUSTED  
 DF9615  ___________________________________________________________________
 DF9615  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 DF9615  DYNAMIC HT  -         258.475 (meters)     848.01  (feet)  COMP
 DF9615  MODELED GRAV-     980,347.9   (mgal)                       NAVD 88
 DF9615
 DF9615  VERT ORDER  -  SECOND    CLASS I
 DF9615
 DF9615.The horizontal coordinates were scaled from a topographic map and have
 DF9615.an estimated accuracy of +/- 6 seconds.
 DF9615
 DF9615.The orthometric height was determined by differential leveling
 DF9615.and adjusted by the National Geodetic Survey in February 2004..
 DF9615
 DF9615.The geoid height was determined by GEOID03.
 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     -   103,640.      715,380.      MT  (+/- 180 meters Scaled)
 DF9615
 DF9615                          SUPERSEDED SURVEY CONTROL
 DF9615
 DF9615.No superseded survey control is available for this station.
 DF9615
 DF9615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN705536(NAD 83)
 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 - 2001
 DF9615
 DF9615  HISTORY     - Date     Condition        Report By
 DF9615  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9614 ***********************************************************************
 DF9614  DESIGNATION -  1W14
 DF9614  PID         -  DF9614
 DF9614  STATE/COUNTY-  WI/JEFFERSON
 DF9614  USGS QUAD   -  PALMYRA (1995)
 DF9614
 DF9614                         *CURRENT SURVEY CONTROL
 DF9614  ___________________________________________________________________
 DF9614* NAD 83(1986)-  42 56 32.     (N)    088 35 11.     (W)     SCALED    
 DF9614* NAVD 88     -       249.528  (meters)     818.66   (feet)  ADJUSTED  
 DF9614  ___________________________________________________________________
 DF9614  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 DF9614  DYNAMIC HT  -         249.462 (meters)     818.44  (feet)  COMP
 DF9614  MODELED GRAV-     980,349.2   (mgal)                       NAVD 88
 DF9614
 DF9614  VERT ORDER  -  SECOND    CLASS I
 DF9614
 DF9614.The horizontal coordinates were scaled from a topographic map and have
 DF9614.an estimated accuracy of +/- 6 seconds.
 DF9614
 DF9614.The orthometric height was determined by differential leveling
 DF9614.and adjusted by the National Geodetic Survey in February 2004..
 DF9614
 DF9614.The geoid height was determined by GEOID03.
 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     -   105,650.      715,370.      MT  (+/- 180 meters Scaled)
 DF9614
 DF9614                          SUPERSEDED SURVEY CONTROL
 DF9614
 DF9614.No superseded survey control is available for this station.
 DF9614
 DF9614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN705556(NAD 83)
 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 - 2001
 DF9614
 DF9614  HISTORY     - Date     Condition        Report By
 DF9614  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9613 ***********************************************************************
 DF9613  DESIGNATION -  1W15
 DF9613  PID         -  DF9613
 DF9613  STATE/COUNTY-  WI/JEFFERSON
 DF9613  USGS QUAD   -  PALMYRA (1995)
 DF9613
 DF9613                         *CURRENT SURVEY CONTROL
 DF9613  ___________________________________________________________________
 DF9613* NAD 83(1986)-  42 57 35.     (N)    088 35 07.     (W)     SCALED    
 DF9613* NAVD 88     -       257.031  (meters)     843.28   (feet)  ADJUSTED  
 DF9613  ___________________________________________________________________
 DF9613  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 DF9613  DYNAMIC HT  -         256.963 (meters)     843.05  (feet)  COMP
 DF9613  MODELED GRAV-     980,350.3   (mgal)                       NAVD 88
 DF9613
 DF9613  VERT ORDER  -  SECOND    CLASS I
 DF9613
 DF9613.The horizontal coordinates were scaled from a topographic map and have
 DF9613.an estimated accuracy of +/- 6 seconds.
 DF9613
 DF9613.The orthometric height was determined by differential leveling
 DF9613.and adjusted by the National Geodetic Survey in February 2004..
 DF9613
 DF9613.The geoid height was determined by GEOID03.
 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     -   107,600.      715,420.      MT  (+/- 180 meters Scaled)
 DF9613
 DF9613                          SUPERSEDED SURVEY CONTROL
 DF9613
 DF9613.No superseded survey control is available for this station.
 DF9613
 DF9613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN707575(NAD 83)
 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 - 2001
 DF9613
 DF9613  HISTORY     - Date     Condition        Report By
 DF9613  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9611 ***********************************************************************
 DF9611  DESIGNATION -  1W16
 DF9611  PID         -  DF9611
 DF9611  STATE/COUNTY-  WI/JEFFERSON
 DF9611  USGS QUAD   -  PALMYRA (1995)
 DF9611
 DF9611                         *CURRENT SURVEY CONTROL
 DF9611  ___________________________________________________________________
 DF9611* NAD 83(1986)-  42 59 47.     (N)    088 34 50.     (W)     SCALED    
 DF9611* NAVD 88     -       270.001  (meters)     885.83   (feet)  ADJUSTED  
 DF9611  ___________________________________________________________________
 DF9611  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 DF9611  DYNAMIC HT  -         269.931 (meters)     885.60  (feet)  COMP
 DF9611  MODELED GRAV-     980,352.6   (mgal)                       NAVD 88
 DF9611
 DF9611  VERT ORDER  -  SECOND    CLASS I
 DF9611
 DF9611.The horizontal coordinates were scaled from a topographic map and have
 DF9611.an estimated accuracy of +/- 6 seconds.
 DF9611
 DF9611.The orthometric height was determined by differential leveling
 DF9611.and adjusted by the National Geodetic Survey in February 2004..
 DF9611
 DF9611.The geoid height was determined by GEOID03.
 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     -   111,670.      715,740.      MT  (+/- 180 meters Scaled)
 DF9611
 DF9611                          SUPERSEDED SURVEY CONTROL
 DF9611
 DF9611.No superseded survey control is available for this station.
 DF9611
 DF9611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN711616(NAD 83)
 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 - 2001
 DF9611
 DF9611  HISTORY     - Date     Condition        Report By
 DF9611  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9465 ***********************************************************************
 DF9465  DESIGNATION -  1X01
 DF9465  PID         -  DF9465
 DF9465  STATE/COUNTY-  WI/KENOSHA
 DF9465  USGS QUAD   -  GENOA CITY (1971)
 DF9465
 DF9465                         *CURRENT SURVEY CONTROL
 DF9465  ___________________________________________________________________
 DF9465* NAD 83(1986)-  42 33 07.     (N)    088 17 19.     (W)     SCALED    
 DF9465* NAVD 88     -       255.244  (meters)     837.41   (feet)  ADJUSTED  
 DF9465  ___________________________________________________________________
 DF9465  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 DF9465  DYNAMIC HT  -         255.164 (meters)     837.15  (feet)  COMP
 DF9465  MODELED GRAV-     980,300.2   (mgal)                       NAVD 88
 DF9465
 DF9465  VERT ORDER  -  SECOND    CLASS I
 DF9465
 DF9465.The horizontal coordinates were scaled from a topographic map and have
 DF9465.an estimated accuracy of +/- 6 seconds.
 DF9465
 DF9465.The orthometric height was determined by differential leveling
 DF9465.and adjusted by the National Geodetic Survey in February 2004..
 DF9465
 DF9465.The geoid height was determined by GEOID03.
 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     -    62,760.      740,550.      MT  (+/- 180 meters Scaled)
 DF9465
 DF9465                          SUPERSEDED SURVEY CONTROL
 DF9465
 DF9465.No superseded survey control is available for this station.
 DF9465
 DF9465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN942118(NAD 83)
 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 - 2001
 DF9465
 DF9465  HISTORY     - Date     Condition        Report By
 DF9465  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9466 ***********************************************************************
 DF9466  DESIGNATION -  1X02
 DF9466  PID         -  DF9466
 DF9466  STATE/COUNTY-  WI/KENOSHA
 DF9466  USGS QUAD   -  GENOA CITY (1971)
 DF9466
 DF9466                         *CURRENT SURVEY CONTROL
 DF9466  ___________________________________________________________________
 DF9466* NAD 83(1986)-  42 34 03.     (N)    088 17 45.     (W)     SCALED    
 DF9466* NAVD 88     -       269.267  (meters)     883.42   (feet)  ADJUSTED  
 DF9466  ___________________________________________________________________
 DF9466  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 DF9466  DYNAMIC HT  -         269.183 (meters)     883.14  (feet)  COMP
 DF9466  MODELED GRAV-     980,302.3   (mgal)                       NAVD 88
 DF9466
 DF9466  VERT ORDER  -  SECOND    CLASS I
 DF9466
 DF9466.The horizontal coordinates were scaled from a topographic map and have
 DF9466.an estimated accuracy of +/- 6 seconds.
 DF9466
 DF9466.The orthometric height was determined by differential leveling
 DF9466.and adjusted by the National Geodetic Survey in February 2004..
 DF9466
 DF9466.The geoid height was determined by GEOID03.
 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     -    64,480.      739,930.      MT  (+/- 180 meters Scaled)
 DF9466
 DF9466                          SUPERSEDED SURVEY CONTROL
 DF9466
 DF9466.No superseded survey control is available for this station.
 DF9466
 DF9466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN936136(NAD 83)
 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 - 2001
 DF9466
 DF9466  HISTORY     - Date     Condition        Report By
 DF9466  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9841 ***********************************************************************
 DF9841  DESIGNATION -  1X03
 DF9841  PID         -  DF9841
 DF9841  STATE/COUNTY-  WI/KENOSHA
 DF9841  USGS QUAD   -  GENOA CITY (1971)
 DF9841
 DF9841                         *CURRENT SURVEY CONTROL
 DF9841  ___________________________________________________________________
 DF9841* NAD 83(1986)-  42 35 06.     (N)    088 17 48.     (W)     SCALED    
 DF9841* NAVD 88     -       266.130  (meters)     873.13   (feet)  ADJUSTED  
 DF9841  ___________________________________________________________________
 DF9841  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 DF9841  DYNAMIC HT  -         266.048 (meters)     872.86  (feet)  COMP
 DF9841  MODELED GRAV-     980,304.7   (mgal)                       NAVD 88
 DF9841
 DF9841  VERT ORDER  -  SECOND    CLASS I
 DF9841
 DF9841.The horizontal coordinates were scaled from a topographic map and have
 DF9841.an estimated accuracy of +/- 6 seconds.
 DF9841
 DF9841.The orthometric height was determined by differential leveling
 DF9841.and adjusted by the National Geodetic Survey in February 2004..
 DF9841
 DF9841.The geoid height was determined by GEOID03.
 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     -    66,420.      739,820.      MT  (+/- 180 meters Scaled)
 DF9841
 DF9841                          SUPERSEDED SURVEY CONTROL
 DF9841
 DF9841.No superseded survey control is available for this station.
 DF9841
 DF9841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN936155(NAD 83)
 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 - 2001
 DF9841
 DF9841  HISTORY     - Date     Condition        Report By
 DF9841  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9467 ***********************************************************************
 DF9467  DESIGNATION -  1X04
 DF9467  PID         -  DF9467
 DF9467  STATE/COUNTY-  WI/KENOSHA
 DF9467  USGS QUAD   -  GENOA CITY (1971)
 DF9467
 DF9467                         *CURRENT SURVEY CONTROL
 DF9467  ___________________________________________________________________
 DF9467* NAD 83(1986)-  42 36 17.     (N)    088 18 11.     (W)     SCALED    
 DF9467* NAVD 88     -       256.473  (meters)     841.45   (feet)  ADJUSTED  
 DF9467  ___________________________________________________________________
 DF9467  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 DF9467  DYNAMIC HT  -         256.394 (meters)     841.19  (feet)  COMP
 DF9467  MODELED GRAV-     980,307.4   (mgal)                       NAVD 88
 DF9467
 DF9467  VERT ORDER  -  SECOND    CLASS I
 DF9467
 DF9467.The horizontal coordinates were scaled from a topographic map and have
 DF9467.an estimated accuracy of +/- 6 seconds.
 DF9467
 DF9467.The orthometric height was determined by differential leveling
 DF9467.and adjusted by the National Geodetic Survey in February 2004..
 DF9467
 DF9467.The geoid height was determined by GEOID03.
 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     -    68,600.      739,250.      MT  (+/- 180 meters Scaled)
 DF9467
 DF9467                          SUPERSEDED SURVEY CONTROL
 DF9467
 DF9467.No superseded survey control is available for this station.
 DF9467
 DF9467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN931177(NAD 83)
 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 - 2001
 DF9467
 DF9467  HISTORY     - Date     Condition        Report By
 DF9467  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9469 ***********************************************************************
 DF9469  DESIGNATION -  1X05
 DF9469  PID         -  DF9469
 DF9469  STATE/COUNTY-  WI/RACINE
 DF9469  USGS QUAD   -  BURLINGTON (1987)
 DF9469
 DF9469                         *CURRENT SURVEY CONTROL
 DF9469  ___________________________________________________________________
 DF9469* NAD 83(1986)-  42 38 23.     (N)    088 17 15.     (W)     SCALED    
 DF9469* NAVD 88     -       253.172  (meters)     830.62   (feet)  ADJUSTED  
 DF9469  ___________________________________________________________________
 DF9469  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 DF9469  DYNAMIC HT  -         253.096 (meters)     830.37  (feet)  COMP
 DF9469  MODELED GRAV-     980,312.1   (mgal)                       NAVD 88
 DF9469
 DF9469  VERT ORDER  -  SECOND    CLASS I
 DF9469
 DF9469.The horizontal coordinates were scaled from a topographic map and have
 DF9469.an estimated accuracy of +/- 6 seconds.
 DF9469
 DF9469.The orthometric height was determined by differential leveling
 DF9469.and adjusted by the National Geodetic Survey in February 2004..
 DF9469
 DF9469.The geoid height was determined by GEOID03.
 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     -    72,510.      740,450.      MT  (+/- 180 meters Scaled)
 DF9469
 DF9469                          SUPERSEDED SURVEY CONTROL
 DF9469
 DF9469.No superseded survey control is available for this station.
 DF9469
 DF9469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN944216(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9469+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9469
 DF9469  HISTORY     - Date     Condition        Report By
 DF9469  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9470 ***********************************************************************
 DF9470  DESIGNATION -  1X06
 DF9470  PID         -  DF9470
 DF9470  STATE/COUNTY-  WI/RACINE
 DF9470  USGS QUAD   -  BURLINGTON (1987)
 DF9470
 DF9470                         *CURRENT SURVEY CONTROL
 DF9470  ___________________________________________________________________
 DF9470* NAD 83(1986)-  42 39 54.     (N)    088 17 07.     (W)     SCALED    
 DF9470* NAVD 88     -       239.779  (meters)     786.67   (feet)  ADJUSTED  
 DF9470  ___________________________________________________________________
 DF9470  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 DF9470  DYNAMIC HT  -         239.707 (meters)     786.44  (feet)  COMP
 DF9470  MODELED GRAV-     980,315.6   (mgal)                       NAVD 88
 DF9470
 DF9470  VERT ORDER  -  SECOND    CLASS I
 DF9470
 DF9470.The horizontal coordinates were scaled from a topographic map and have
 DF9470.an estimated accuracy of +/- 6 seconds.
 DF9470
 DF9470.The orthometric height was determined by differential leveling
 DF9470.and adjusted by the National Geodetic Survey in February 2004..
 DF9470
 DF9470.The geoid height was determined by GEOID03.
 DF9470
 DF9470.The dynamic height is computed by dividing the NAVD 88
 DF9470.geopotential number by the normal gravity value computed on the
 DF9470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9470.degrees latitude (g = 980.6199 gals.).
 DF9470
 DF9470.The modeled gravity was interpolated from observed gravity values.
 DF9470
 DF9470;                    North         East    Units  Estimated Accuracy
 DF9470;SPC WI S     -    75,320.      740,570.      MT  (+/- 180 meters Scaled)
 DF9470
 DF9470                          SUPERSEDED SURVEY CONTROL
 DF9470
 DF9470.No superseded survey control is available for this station.
 DF9470
 DF9470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN946244(NAD 83)
 DF9470_MARKER: DD = SURVEY DISK
 DF9470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9470_STAMPING: 1X06 2002
 DF9470_MARK LOGO: WIDT  
 DF9470_PROJECTION: FLUSH
 DF9470_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9470+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9470
 DF9470  HISTORY     - Date     Condition        Report By
 DF9470  HISTORY     - 2001     MONUMENTED       WIDT
 DF9470
 DF9470                          STATION DESCRIPTION
 DF9470
 DF9470'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9470'THE STATION IS LOCATED ABOUT 38 KM WEST OF KENOSHA, 11 KM NORTHEAST
 DF9470'OF LAKE GENEVA AND 2 KM SOUTHWEST OF BURLINGTON. OWNERSHIP--RACINE
 DF9470'COUNTY. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 11
 DF9470'WEST WITH STATE HIGHWAY 36 AND STATE HIGHWAY 83 SOUTH IN THE CITY OF
 DF9470'BURLINGTON, GO SOUTHWEST ON STATE HIGHWAY 36 FOR 0.6 KM TO COUNTY
 DF9470'HIGHWAY P (MCHENRY STREET) ON THE LEFT, TURN LEFT AND GO SOUTH ON
 DF9470'COUNTY HIGHWAY P (MCHENRY STREET) FOR 1.1 KM TO WEST MARKET STREET,
 DF9470'CONTINUE SOUTH ON COUNTY HIGHWAY P (MCHENRY STREET) FOR 0.3 KM TO THE
 DF9470'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DF9470'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP
 DF9470'OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DF9470'LEVEL WITH THE HIGHWAY PAVEMENT. THE STATION IS 11.3 M WEST OF THE
 DF9470'CENTERLINE OF COUNTY HIGHWAY P (MCHENRY STREET), 28.2 M NORTH OF THE
 DF9470'NORTHERNMOST ENTRANCE TO --AIR LIQUIDE (4013)-- PLANT, 27.8 M SOUTH
 DF9470'OF A METAL POST FOR A --STOP-- SIGN (PARKING LOT SIGN FOR ENTRANCE TO
 DF9470'COUNTY HIGHWAY P), 25.6 M NORTH-NORTHWEST OF TOP CENTER OF FIRE
 DF9470'HYDRANT AND 15.6 M NORTHEAST OF THE NORTHEAST YELLOW 4 POST
 DF9470'BARRICADE.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9470'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9471 ***********************************************************************
 DF9471  DESIGNATION -  1X07
 DF9471  PID         -  DF9471
 DF9471  STATE/COUNTY-  WI/RACINE
 DF9471  USGS QUAD   -  BURLINGTON (1987)
 DF9471
 DF9471                         *CURRENT SURVEY CONTROL
 DF9471  ___________________________________________________________________
 DF9471* NAD 83(1986)-  42 40 55.     (N)    088 16 35.     (W)     SCALED    
 DF9471* NAVD 88     -       232.440  (meters)     762.60   (feet)  ADJUSTED  
 DF9471  ___________________________________________________________________
 DF9471  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 DF9471  DYNAMIC HT  -         232.371 (meters)     762.37  (feet)  COMP
 DF9471  MODELED GRAV-     980,317.7   (mgal)                       NAVD 88
 DF9471
 DF9471  VERT ORDER  -  SECOND    CLASS I
 DF9471
 DF9471.The horizontal coordinates were scaled from a topographic map and have
 DF9471.an estimated accuracy of +/- 6 seconds.
 DF9471
 DF9471.The orthometric height was determined by differential leveling
 DF9471.and adjusted by the National Geodetic Survey in February 2004..
 DF9471
 DF9471.The geoid height was determined by GEOID03.
 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     -    77,220.      741,260.      MT  (+/- 180 meters Scaled)
 DF9471
 DF9471                          SUPERSEDED SURVEY CONTROL
 DF9471
 DF9471.No superseded survey control is available for this station.
 DF9471
 DF9471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN954262(NAD 83)
 DF9471_MARKER: DD = SURVEY DISK
 DF9471_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DF9471_SP_SET: RETAINING WALL FOR SPILLWAY
 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 SUITABLE FOR
 DF9471+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9471
 DF9471  HISTORY     - Date     Condition        Report By
 DF9471  HISTORY     - 2001     MONUMENTED       WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9855 ***********************************************************************
 DF9855  DESIGNATION -  1X08
 DF9855  PID         -  DF9855
 DF9855  STATE/COUNTY-  WI/RACINE
 DF9855  USGS QUAD   -  BURLINGTON (1987)
 DF9855
 DF9855                         *CURRENT SURVEY CONTROL
 DF9855  ___________________________________________________________________
 DF9855* NAD 83(1986)-  42 41 52.     (N)    088 15 36.     (W)     SCALED    
 DF9855* NAVD 88     -       231.900  (meters)     760.83   (feet)  ADJUSTED  
 DF9855  ___________________________________________________________________
 DF9855  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 DF9855  DYNAMIC HT  -         231.831 (meters)     760.60  (feet)  COMP
 DF9855  MODELED GRAV-     980,319.4   (mgal)                       NAVD 88
 DF9855
 DF9855  VERT ORDER  -  SECOND    CLASS I
 DF9855
 DF9855.The horizontal coordinates were scaled from a topographic map and have
 DF9855.an estimated accuracy of +/- 6 seconds.
 DF9855
 DF9855.The orthometric height was determined by differential leveling
 DF9855.and adjusted by the National Geodetic Survey in February 2004..
 DF9855
 DF9855.The geoid height was determined by GEOID03.
 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     -    79,010.      742,570.      MT  (+/- 180 meters Scaled)
 DF9855
 DF9855                          SUPERSEDED SURVEY CONTROL
 DF9855
 DF9855.No superseded survey control is available for this station.
 DF9855
 DF9855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN967280(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9855+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2006
 DF9855
 DF9855  HISTORY     - Date     Condition        Report By
 DF9855  HISTORY     - 2001     MONUMENTED       WIDT
 DF9855  HISTORY     - 20060819 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9853 ***********************************************************************
 DF9853  DESIGNATION -  1X09
 DF9853  PID         -  DF9853
 DF9853  STATE/COUNTY-  WI/RACINE
 DF9853  USGS QUAD   -  ROCHESTER (1976)
 DF9853
 DF9853                         *CURRENT SURVEY CONTROL
 DF9853  ___________________________________________________________________
 DF9853* NAD 83(1986)-  42 43 36.     (N)    088 13 17.     (W)     SCALED    
 DF9853* NAVD 88     -       236.640  (meters)     776.38   (feet)  ADJUSTED  
 DF9853  ___________________________________________________________________
 DF9853  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 DF9853  DYNAMIC HT  -         236.571 (meters)     776.15  (feet)  COMP
 DF9853  MODELED GRAV-     980,322.0   (mgal)                       NAVD 88
 DF9853
 DF9853  VERT ORDER  -  SECOND    CLASS I
 DF9853
 DF9853.The horizontal coordinates were scaled from a topographic map and have
 DF9853.an estimated accuracy of +/- 6 seconds.
 DF9853
 DF9853.The orthometric height was determined by differential leveling
 DF9853.and adjusted by the National Geodetic Survey in February 2004..
 DF9853
 DF9853.The geoid height was determined by GEOID03.
 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     -    82,280.      745,660.      MT  (+/- 180 meters Scaled)
 DF9853
 DF9853                          SUPERSEDED SURVEY CONTROL
 DF9853
 DF9853.No superseded survey control is available for this station.
 DF9853
 DF9853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN000311(NAD 83)
 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     - 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 US POWER SQUADRON 2006 (CGK)
 DF9853'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9852 ***********************************************************************
 DF9852  DESIGNATION -  1X10
 DF9852  PID         -  DF9852
 DF9852  STATE/COUNTY-  WI/RACINE
 DF9852  USGS QUAD   -  ROCHESTER (1976)
 DF9852
 DF9852                         *CURRENT SURVEY CONTROL
 DF9852  ___________________________________________________________________
 DF9852* NAD 83(1986)-  42 44 51.     (N)    088 12 43.     (W)     SCALED    
 DF9852* NAVD 88     -       238.053  (meters)     781.01   (feet)  ADJUSTED  
 DF9852  ___________________________________________________________________
 DF9852  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 DF9852  DYNAMIC HT  -         237.983 (meters)     780.78  (feet)  COMP
 DF9852  MODELED GRAV-     980,324.2   (mgal)                       NAVD 88
 DF9852
 DF9852  VERT ORDER  -  SECOND    CLASS I
 DF9852
 DF9852.The horizontal coordinates were scaled from a topographic map and have
 DF9852.an estimated accuracy of +/- 6 seconds.
 DF9852
 DF9852.The orthometric height was determined by differential leveling
 DF9852.and adjusted by the National Geodetic Survey in February 2004..
 DF9852
 DF9852.The geoid height was determined by GEOID03.
 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     -    84,610.      746,380.      MT  (+/- 180 meters Scaled)
 DF9852
 DF9852                          SUPERSEDED SURVEY CONTROL
 DF9852
 DF9852.No superseded survey control is available for this station.
 DF9852
 DF9852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN008334(NAD 83)
 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     - 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 US POWER SQUADRON 2006 (CGK)
 DF9852'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9851 ***********************************************************************
 DF9851  DESIGNATION -  1X11
 DF9851  PID         -  DF9851
 DF9851  STATE/COUNTY-  WI/RACINE
 DF9851  USGS QUAD   -  WATERFORD (1994)
 DF9851
 DF9851                         *CURRENT SURVEY CONTROL
 DF9851  ___________________________________________________________________
 DF9851* NAD 83(1986)-  42 45 37.     (N)    088 12 01.     (W)     SCALED    
 DF9851* NAVD 88     -       238.818  (meters)     783.52   (feet)  ADJUSTED  
 DF9851  ___________________________________________________________________
 DF9851  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 DF9851  DYNAMIC HT  -         238.749 (meters)     783.30  (feet)  COMP
 DF9851  MODELED GRAV-     980,325.3   (mgal)                       NAVD 88
 DF9851
 DF9851  VERT ORDER  -  SECOND    CLASS I
 DF9851
 DF9851.The horizontal coordinates were scaled from a topographic map and have
 DF9851.an estimated accuracy of +/- 6 seconds.
 DF9851
 DF9851.The orthometric height was determined by differential leveling
 DF9851.and adjusted by the National Geodetic Survey in February 2004..
 DF9851
 DF9851.The geoid height was determined by GEOID03.
 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     -    86,050.      747,310.      MT  (+/- 180 meters Scaled)
 DF9851
 DF9851                          SUPERSEDED SURVEY CONTROL
 DF9851
 DF9851.No superseded survey control is available for this station.
 DF9851
 DF9851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN017348(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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     - 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 US POWER SQUADRON 2006 (CGK)
 DF9851'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9850 ***********************************************************************
 DF9850  DESIGNATION -  1X12
 DF9850  PID         -  DF9850
 DF9850  STATE/COUNTY-  WI/RACINE
 DF9850  USGS QUAD   -  WATERFORD (1994)
 DF9850
 DF9850                         *CURRENT SURVEY CONTROL
 DF9850  ___________________________________________________________________
 DF9850* NAD 83(1986)-  42 47 34.     (N)    088 10 44.     (W)     SCALED    
 DF9850* NAVD 88     -       244.519  (meters)     802.23   (feet)  ADJUSTED  
 DF9850  ___________________________________________________________________
 DF9850  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 DF9850  DYNAMIC HT  -         244.449 (meters)     802.00  (feet)  COMP
 DF9850  MODELED GRAV-     980,328.4   (mgal)                       NAVD 88
 DF9850
 DF9850  VERT ORDER  -  SECOND    CLASS I
 DF9850
 DF9850.The horizontal coordinates were scaled from a topographic map and have
 DF9850.an estimated accuracy of +/- 6 seconds.
 DF9850
 DF9850.The orthometric height was determined by differential leveling
 DF9850.and adjusted by the National Geodetic Survey in February 2004..
 DF9850
 DF9850.The geoid height was determined by GEOID03.
 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     -    89,700.      748,980.      MT  (+/- 180 meters Scaled)
 DF9850
 DF9850                          SUPERSEDED SURVEY CONTROL
 DF9850
 DF9850.No superseded survey control is available for this station.
 DF9850
 DF9850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN035384(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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     - 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 US POWER SQUADRON 2006 (CGK)
 DF9850'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9849 ***********************************************************************
 DF9849  DESIGNATION -  1X13
 DF9849  PID         -  DF9849
 DF9849  STATE/COUNTY-  WI/RACINE
 DF9849  USGS QUAD   -  WATERFORD (1994)
 DF9849
 DF9849                         *CURRENT SURVEY CONTROL
 DF9849  ___________________________________________________________________
 DF9849* NAD 83(1986)-  42 48 37.     (N)    088 09 52.     (W)     SCALED    
 DF9849* NAVD 88     -       238.595  (meters)     782.79   (feet)  ADJUSTED  
 DF9849  ___________________________________________________________________
 DF9849  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 DF9849  DYNAMIC HT  -         238.527 (meters)     782.57  (feet)  COMP
 DF9849  MODELED GRAV-     980,330.0   (mgal)                       NAVD 88
 DF9849
 DF9849  VERT ORDER  -  SECOND    CLASS I
 DF9849
 DF9849.The horizontal coordinates were scaled from a topographic map and have
 DF9849.an estimated accuracy of +/- 6 seconds.
 DF9849
 DF9849.The orthometric height was determined by differential leveling
 DF9849.and adjusted by the National Geodetic Survey in February 2004..
 DF9849
 DF9849.The geoid height was determined by GEOID03.
 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     -    91,670.      750,120.      MT  (+/- 180 meters Scaled)
 DF9849
 DF9849                          SUPERSEDED SURVEY CONTROL
 DF9849
 DF9849.No superseded survey control is available for this station.
 DF9849
 DF9849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN047404(NAD 83)
 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     - 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 US POWER SQUADRON 2006 (CGK)
 DF9849'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9848 ***********************************************************************
 DF9848  DESIGNATION -  1X14
 DF9848  PID         -  DF9848
 DF9848  STATE/COUNTY-  WI/RACINE
 DF9848  USGS QUAD   -  WATERFORD (1994)
 DF9848
 DF9848                         *CURRENT SURVEY CONTROL
 DF9848  ___________________________________________________________________
 DF9848* NAD 83(1986)-  42 49 45.     (N)    088 09 22.     (W)     SCALED    
 DF9848* NAVD 88     -       241.000  (meters)     790.68   (feet)  ADJUSTED  
 DF9848  ___________________________________________________________________
 DF9848  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 DF9848  DYNAMIC HT  -         240.932 (meters)     790.46  (feet)  COMP
 DF9848  MODELED GRAV-     980,331.8   (mgal)                       NAVD 88
 DF9848
 DF9848  VERT ORDER  -  SECOND    CLASS I
 DF9848
 DF9848.The horizontal coordinates were scaled from a topographic map and have
 DF9848.an estimated accuracy of +/- 6 seconds.
 DF9848
 DF9848.The orthometric height was determined by differential leveling
 DF9848.and adjusted by the National Geodetic Survey in February 2004..
 DF9848
 DF9848.The geoid height was determined by GEOID03.
 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     -    93,780.      750,750.      MT  (+/- 180 meters Scaled)
 DF9848
 DF9848                          SUPERSEDED SURVEY CONTROL
 DF9848
 DF9848.No superseded survey control is available for this station.
 DF9848
 DF9848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN055424(NAD 83)
 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     - 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 US POWER SQUADRON 2006 (CGK)
 DF9848'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9846 ***********************************************************************
 DF9846  DESIGNATION -  1X15
 DF9846  PID         -  DF9846
 DF9846  STATE/COUNTY-  WI/WAUKESHA
 DF9846  USGS QUAD   -  NORTH CAPE (1976)
 DF9846
 DF9846                         *CURRENT SURVEY CONTROL
 DF9846  ___________________________________________________________________
 DF9846* NAD 83(1986)-  42 51 08.     (N)    088 07 01.     (W)     SCALED    
 DF9846* NAVD 88     -       237.468  (meters)     779.09   (feet)  ADJUSTED  
 DF9846  ___________________________________________________________________
 DF9846  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 DF9846  DYNAMIC HT  -         237.401 (meters)     778.87  (feet)  COMP
 DF9846  MODELED GRAV-     980,334.8   (mgal)                       NAVD 88
 DF9846
 DF9846  VERT ORDER  -  SECOND    CLASS I
 DF9846
 DF9846.The horizontal coordinates were scaled from a topographic map and have
 DF9846.an estimated accuracy of +/- 6 seconds.
 DF9846
 DF9846.The orthometric height was determined by differential leveling
 DF9846.and adjusted by the National Geodetic Survey in February 2004..
 DF9846
 DF9846.The geoid height was determined by GEOID03.
 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     -    96,410.      753,900.      MT  (+/- 180 meters Scaled)
 DF9846
 DF9846                          SUPERSEDED SURVEY CONTROL
 DF9846
 DF9846.No superseded survey control is available for this station.
 DF9846
 DF9846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN087450(NAD 83)
 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     - 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 US POWER SQUADRON 2006 (CGK)
 DF9846'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9845 ***********************************************************************
 DF9845  DESIGNATION -  1X16
 DF9845  PID         -  DF9845
 DF9845  STATE/COUNTY-  WI/WAUKESHA
 DF9845  USGS QUAD   -  NORTH CAPE (1976)
 DF9845
 DF9845                         *CURRENT SURVEY CONTROL
 DF9845  ___________________________________________________________________
 DF9845* NAD 83(1986)-  42 51 33.     (N)    088 05 50.     (W)     SCALED    
 DF9845* NAVD 88     -       238.699  (meters)     783.13   (feet)  ADJUSTED  
 DF9845  ___________________________________________________________________
 DF9845  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 DF9845  DYNAMIC HT  -         238.632 (meters)     782.91  (feet)  COMP
 DF9845  MODELED GRAV-     980,335.6   (mgal)                       NAVD 88
 DF9845
 DF9845  VERT ORDER  -  SECOND    CLASS I
 DF9845
 DF9845.The horizontal coordinates were scaled from a topographic map and have
 DF9845.an estimated accuracy of +/- 6 seconds.
 DF9845
 DF9845.The orthometric height was determined by differential leveling
 DF9845.and adjusted by the National Geodetic Survey in February 2004..
 DF9845
 DF9845.The geoid height was determined by GEOID03.
 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     -    97,220.      755,490.      MT  (+/- 180 meters Scaled)
 DF9845
 DF9845                          SUPERSEDED SURVEY CONTROL
 DF9845
 DF9845.No superseded survey control is available for this station.
 DF9845
 DF9845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN103457(NAD 83)
 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     - 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 US POWER SQUADRON 2006 (CGK)
 DF9845'STATION IS LOCATED ABOUT 3' BELOW HIGHWAY PAVEMENT GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9843 ***********************************************************************
 DF9843  DESIGNATION -  1X17
 DF9843  PID         -  DF9843
 DF9843  STATE/COUNTY-  WI/MILWAUKEE
 DF9843  USGS QUAD   -  HALES CORNERS (1994)
 DF9843
 DF9843                         *CURRENT SURVEY CONTROL
 DF9843  ___________________________________________________________________
 DF9843* NAD 83(1986)-  42 52 34.     (N)    088 03 14.     (W)     SCALED    
 DF9843* NAVD 88     -       241.248  (meters)     791.49   (feet)  ADJUSTED  
 DF9843  ___________________________________________________________________
 DF9843  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 DF9843  DYNAMIC HT  -         241.181 (meters)     791.27  (feet)  COMP
 DF9843  MODELED GRAV-     980,337.3   (mgal)                       NAVD 88
 DF9843
 DF9843  VERT ORDER  -  SECOND    CLASS I
 DF9843
 DF9843.The horizontal coordinates were scaled from a topographic map and have
 DF9843.an estimated accuracy of +/- 6 seconds.
 DF9843
 DF9843.The orthometric height was determined by differential leveling
 DF9843.and adjusted by the National Geodetic Survey in February 2004..
 DF9843
 DF9843.The geoid height was determined by GEOID03.
 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     -    99,180.      758,990.      MT  (+/- 180 meters Scaled)
 DF9843
 DF9843                          SUPERSEDED SURVEY CONTROL
 DF9843
 DF9843.No superseded survey control is available for this station.
 DF9843
 DF9843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN139475(NAD 83)
 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 - August 20, 2006
 DF9843
 DF9843  HISTORY     - Date     Condition        Report By
 DF9843  HISTORY     - 2001     MONUMENTED       WIDT
 DF9843  HISTORY     - 20060820 GOOD             USPSQD
 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 US POWER SQUADRON 2006 (CGK)
 DF9843'24 M NORTH OF WOOD POST 'COUNTY HIGHWAY H' - SIGN CHANGED TO
 DF9843'INTERNATIONAL TYPE 'STOP LIGHTS AHEAD'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9537 ***********************************************************************
 DF9537  DESIGNATION -  1X18
 DF9537  PID         -  DF9537
 DF9537  STATE/COUNTY-  WI/MILWAUKEE
 DF9537  USGS QUAD   -  HALES CORNERS (1994)
 DF9537
 DF9537                         *CURRENT SURVEY CONTROL
 DF9537  ___________________________________________________________________
 DF9537* NAD 83(1986)-  42 53 23.     (N)    088 02 18.     (W)     SCALED    
 DF9537* NAVD 88     -       246.068  (meters)     807.31   (feet)  ADJUSTED  
 DF9537  ___________________________________________________________________
 DF9537  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 DF9537  DYNAMIC HT  -         246.000 (meters)     807.09  (feet)  COMP
 DF9537  MODELED GRAV-     980,338.6   (mgal)                       NAVD 88
 DF9537
 DF9537  VERT ORDER  -  SECOND    CLASS I
 DF9537
 DF9537.The horizontal coordinates were scaled from a topographic map and have
 DF9537.an estimated accuracy of +/- 6 seconds.
 DF9537
 DF9537.The orthometric height was determined by differential leveling
 DF9537.and adjusted by the National Geodetic Survey in February 2004..
 DF9537
 DF9537.The geoid height was determined by GEOID03.
 DF9537
 DF9537.The dynamic height is computed by dividing the NAVD 88
 DF9537.geopotential number by the normal gravity value computed on the
 DF9537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9537.degrees latitude (g = 980.6199 gals.).
 DF9537
 DF9537.The modeled gravity was interpolated from observed gravity values.
 DF9537
 DF9537;                    North         East    Units  Estimated Accuracy
 DF9537;SPC WI S     -   100,730.      760,220.      MT  (+/- 180 meters Scaled)
 DF9537
 DF9537                          SUPERSEDED SURVEY CONTROL
 DF9537
 DF9537.No superseded survey control is available for this station.
 DF9537
 DF9537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN152490(NAD 83)
 DF9537_MARKER: DD = SURVEY DISK
 DF9537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9537_STAMPING: 1X18 2002
 DF9537_MARK LOGO: WIDT  
 DF9537_PROJECTION: FLUSH
 DF9537_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9537+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2006
 DF9537
 DF9537  HISTORY     - Date     Condition        Report By
 DF9537  HISTORY     - 2001     MONUMENTED       WIDT
 DF9537  HISTORY     - 20060820 GOOD             USPSQD
 DF9537
 DF9537                          STATION DESCRIPTION
 DF9537
 DF9537'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9537'THE STATION IS LOCATED ABOUT 20 KM SOUTHWEST OF MILWAUKEE, 8 KM EAST
 DF9537'OF MUSKEGO AND 5 KM SOUTH OF HALES CORNERS.  OWNERSHIP--WISCONSIN
 DF9537'DEPARTMENT OF TRANSPORTATION.  THE STATION IS LOCATED IN THE MEDIAN
 DF9537'NORTH OF THE JUNCTION OF US HIGHWAY 45 NORTH AND STATE HIGHWAY 100
 DF9537'WITH US HIGHWAY 45 SOUTH AND STATE HIGHWAY 36.  THE STATION IS A
 DF9537'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9537'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9537'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT. THE
 DF9537'STATION IS 3.5 M WEST OF THE EDGE OF THE CURB OF THE NORTHBOUND LANES
 DF9537'OF US HIGHWAY 45 NORTH AND STATE HIGHWAY 100, 3.0 M EAST OF THE EDGE
 DF9537'OF THE CURB OF THE SOUTHBOUND LANES OF US HIGHWAY 45 AND STATE
 DF9537'HIGHWAY 100, 57.8 M NORTH OF THE CENTERLINE OF US HIGHWAY 45 SOUTH
 DF9537'AND STATE HIGHWAY 36, 15.0 M SOUTH OF EXTENDED CENTERLINE OF THE
 DF9537'NORTHERN ENTRANCE FOR A --CITGO-- GAS STATION, 6.3 M SOUTH-SOUTHEAST
 DF9537'OF THE TOP CENTER OF A MANHOLE COVER.  ---NOTE---THE STATION IS 0.8 M
 DF9537'SOUTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE2---THIS STATION HAS
 DF9537'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DF9537'HORIZON.
 DF9537
 DF9537                          STATION RECOVERY (2006)
 DF9537
 DF9537'RECOVERY NOTE BY US POWER SQUADRON 2006 (CGK)
 DF9537'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9536 ***********************************************************************
 DF9536  DESIGNATION -  1X19
 DF9536  PID         -  DF9536
 DF9536  STATE/COUNTY-  WI/MILWAUKEE
 DF9536  USGS QUAD   -  HALES CORNERS (1994)
 DF9536
 DF9536                         *CURRENT SURVEY CONTROL
 DF9536  ___________________________________________________________________
 DF9536* NAD 83(1986)-  42 54 20.     (N)    088 02 18.     (W)     SCALED    
 DF9536* NAVD 88     -       240.549  (meters)     789.20   (feet)  ADJUSTED  
 DF9536  ___________________________________________________________________
 DF9536  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 DF9536  DYNAMIC HT  -         240.482 (meters)     788.98  (feet)  COMP
 DF9536  MODELED GRAV-     980,339.7   (mgal)                       NAVD 88
 DF9536
 DF9536  VERT ORDER  -  SECOND    CLASS I
 DF9536
 DF9536.The horizontal coordinates were scaled from a topographic map and have
 DF9536.an estimated accuracy of +/- 6 seconds.
 DF9536
 DF9536.The orthometric height was determined by differential leveling
 DF9536.and adjusted by the National Geodetic Survey in February 2004..
 DF9536
 DF9536.The geoid height was determined by GEOID03.
 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     -   102,480.      760,180.      MT  (+/- 180 meters Scaled)
 DF9536
 DF9536                          SUPERSEDED SURVEY CONTROL
 DF9536
 DF9536.No superseded survey control is available for this station.
 DF9536
 DF9536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN152508(NAD 83)
 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 SUITABLE FOR
 DF9536+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2006
 DF9536
 DF9536  HISTORY     - Date     Condition        Report By
 DF9536  HISTORY     - 2001     MONUMENTED       WIDT
 DF9536  HISTORY     - 20060820 GOOD             USPSQD
 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 US POWER SQUADRON 2006 (CGK)
 DF9536'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9534 ***********************************************************************
 DF9534  DESIGNATION -  1X20
 DF9534  PID         -  DF9534
 DF9534  STATE/COUNTY-  WI/MILWAUKEE
 DF9534  USGS QUAD   -  HALES CORNERS (1994)
 DF9534
 DF9534                         *CURRENT SURVEY CONTROL
 DF9534  ___________________________________________________________________
 DF9534* NAD 83(1986)-  42 55 47.     (N)    088 01 43.     (W)     SCALED    
 DF9534* NAVD 88     -       218.826  (meters)     717.93   (feet)  ADJUSTED  
 DF9534  ___________________________________________________________________
 DF9534  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 DF9534  DYNAMIC HT  -         218.766 (meters)     717.73  (feet)  COMP
 DF9534  MODELED GRAV-     980,341.7   (mgal)                       NAVD 88
 DF9534
 DF9534  VERT ORDER  -  SECOND    CLASS I
 DF9534
 DF9534.The horizontal coordinates were scaled from a topographic map and have
 DF9534.an estimated accuracy of +/- 6 seconds.
 DF9534
 DF9534.The orthometric height was determined by differential leveling
 DF9534.and adjusted by the National Geodetic Survey in February 2004..
 DF9534
 DF9534.The geoid height was determined by GEOID03.
 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     -   105,190.      760,910.      MT  (+/- 180 meters Scaled)
 DF9534
 DF9534                          SUPERSEDED SURVEY CONTROL
 DF9534
 DF9534.No superseded survey control is available for this station.
 DF9534
 DF9534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN160535(NAD 83)
 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 - 2001
 DF9534
 DF9534  HISTORY     - Date     Condition        Report By
 DF9534  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9533 ***********************************************************************
 DF9533  DESIGNATION -  1X21
 DF9533  PID         -  DF9533
 DF9533  STATE/COUNTY-  WI/MILWAUKEE
 DF9533  USGS QUAD   -  HALES CORNERS (1994)
 DF9533
 DF9533                         *CURRENT SURVEY CONTROL
 DF9533  ___________________________________________________________________
 DF9533* NAD 83(1986)-  42 55 52.     (N)    088 01 43.     (W)     SCALED    
 DF9533* NAVD 88     -       218.704  (meters)     717.53   (feet)  ADJUSTED  
 DF9533  ___________________________________________________________________
 DF9533  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 DF9533  DYNAMIC HT  -         218.644 (meters)     717.33  (feet)  COMP
 DF9533  MODELED GRAV-     980,341.8   (mgal)                       NAVD 88
 DF9533
 DF9533  VERT ORDER  -  SECOND    CLASS I
 DF9533
 DF9533.The horizontal coordinates were scaled from a topographic map and have
 DF9533.an estimated accuracy of +/- 6 seconds.
 DF9533
 DF9533.The orthometric height was determined by differential leveling
 DF9533.and adjusted by the National Geodetic Survey in February 2004..
 DF9533
 DF9533.The geoid height was determined by GEOID03.
 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     -   105,340.      760,910.      MT  (+/- 180 meters Scaled)
 DF9533
 DF9533                          SUPERSEDED SURVEY CONTROL
 DF9533
 DF9533.No superseded survey control is available for this station.
 DF9533
 DF9533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN160536(NAD 83)
 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 - August 27, 2006
 DF9533
 DF9533  HISTORY     - Date     Condition        Report By
 DF9533  HISTORY     - 2001     MONUMENTED       WIDT
 DF9533  HISTORY     - 20060827 GOOD             USPSQD
 DF9533  HISTORY     - 20060827 GOOD             USPSQD
 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 US POWER SQUADRON 2006 (RCD)
 DF9533'WHITE WITNESS POST 1 M SOUTH EAST OF STATION.  STATION UNSUITABLE FOR
 DF9533'SATELITE OBSERVATIONS DUE TO CONCRETE AND METAL GUARDRAILS AND TREES
 DF9533'ABOVE STATION.
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9532 ***********************************************************************
 DF9532  DESIGNATION -  1X22
 DF9532  PID         -  DF9532
 DF9532  STATE/COUNTY-  WI/MILWAUKEE
 DF9532  USGS QUAD   -  HALES CORNERS (1994)
 DF9532
 DF9532                         *CURRENT SURVEY CONTROL
 DF9532  ___________________________________________________________________
 DF9532* NAD 83(1986)-  42 57 02.     (N)    088 01 42.     (W)     SCALED    
 DF9532* NAVD 88     -       219.918  (meters)     721.51   (feet)  ADJUSTED  
 DF9532  ___________________________________________________________________
 DF9532  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 DF9532  DYNAMIC HT  -         219.858 (meters)     721.32  (feet)  COMP
 DF9532  MODELED GRAV-     980,343.3   (mgal)                       NAVD 88
 DF9532
 DF9532  VERT ORDER  -  SECOND    CLASS I
 DF9532
 DF9532.The horizontal coordinates were scaled from a topographic map and have
 DF9532.an estimated accuracy of +/- 6 seconds.
 DF9532
 DF9532.The orthometric height was determined by differential leveling
 DF9532.and adjusted by the National Geodetic Survey in February 2004..
 DF9532
 DF9532.The geoid height was determined by GEOID03.
 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     -   107,500.      760,880.      MT  (+/- 180 meters Scaled)
 DF9532
 DF9532                          SUPERSEDED SURVEY CONTROL
 DF9532
 DF9532.No superseded survey control is available for this station.
 DF9532
 DF9532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN161558(NAD 83)
 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 - August 27, 2006
 DF9532
 DF9532  HISTORY     - Date     Condition        Report By
 DF9532  HISTORY     - 2001     MONUMENTED       WIDT
 DF9532  HISTORY     - 20060827 GOOD             USPSQD
 DF9532  HISTORY     - 20060827 GOOD             USPSQD
 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 (2006)
 DF9532
 DF9532'RECOVERY NOTE BY US POWER SQUADRON 2006 (RCD)
 DF9532'MARK IS IN GOOD CONDITION EXCEPT FOR SOME CONCRETE ON A PORTION OF IT.
 DF9532'THIS STATION IS NOT SUITABLE TO GPS OBSERVATION BECAUSE OF TREES
 DF9532'OVERHEAD AND BRIDGE WALL AND PIPE 90 DEGREES ABOVE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9531 ***********************************************************************
 DF9531  DESIGNATION -  1X23
 DF9531  PID         -  DF9531
 DF9531  STATE/COUNTY-  WI/MILWAUKEE
 DF9531  USGS QUAD   -  HALES CORNERS (1994)
 DF9531
 DF9531                         *CURRENT SURVEY CONTROL
 DF9531  ___________________________________________________________________
 DF9531* NAD 83(1986)-  42 57 43.     (N)    088 01 40.     (W)     SCALED    
 DF9531* NAVD 88     -       232.256  (meters)     761.99   (feet)  ADJUSTED  
 DF9531  ___________________________________________________________________
 DF9531  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 DF9531  DYNAMIC HT  -         232.193 (meters)     761.79  (feet)  COMP
 DF9531  MODELED GRAV-     980,344.2   (mgal)                       NAVD 88
 DF9531
 DF9531  VERT ORDER  -  SECOND    CLASS I
 DF9531
 DF9531.The horizontal coordinates were scaled from a topographic map and have
 DF9531.an estimated accuracy of +/- 6 seconds.
 DF9531
 DF9531.The orthometric height was determined by differential leveling
 DF9531.and adjusted by the National Geodetic Survey in February 2004..
 DF9531
 DF9531.The geoid height was determined by GEOID03.
 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     -   108,770.      760,900.      MT  (+/- 180 meters Scaled)
 DF9531
 DF9531                          SUPERSEDED SURVEY CONTROL
 DF9531
 DF9531.No superseded survey control is available for this station.
 DF9531
 DF9531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN161571(NAD 83)
 DF9531_MARKER: DD = SURVEY DISK
 DF9531_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF9531_SP_SET: WINGWALL
 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 - August 27, 2006
 DF9531
 DF9531  HISTORY     - Date     Condition        Report By
 DF9531  HISTORY     - 2001     MONUMENTED       WIDT
 DF9531  HISTORY     - 20060827 GOOD             USPSQD
 DF9531  HISTORY     - 20060827 GOOD             USPSQD
 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 US POWER SQUADRON 2006 (RCD)
 DF9531'WING WALL RISES 90 DEGREES ABOVE STATION
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9530 ***********************************************************************
 DF9530  DESIGNATION -  1X24
 DF9530  PID         -  DF9530
 DF9530  STATE/COUNTY-  WI/MILWAUKEE
 DF9530  USGS QUAD   -  HALES CORNERS (1994)
 DF9530
 DF9530                         *CURRENT SURVEY CONTROL
 DF9530  ___________________________________________________________________
 DF9530* NAD 83(1986)-  42 59 18.     (N)    088 01 43.     (W)     SCALED    
 DF9530* NAVD 88     -       248.794  (meters)     816.25   (feet)  ADJUSTED  
 DF9530  ___________________________________________________________________
 DF9530  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 DF9530  DYNAMIC HT  -         248.728 (meters)     816.04  (feet)  COMP
 DF9530  MODELED GRAV-     980,346.7   (mgal)                       NAVD 88
 DF9530
 DF9530  VERT ORDER  -  SECOND    CLASS I
 DF9530
 DF9530.The horizontal coordinates were scaled from a topographic map and have
 DF9530.an estimated accuracy of +/- 6 seconds.
 DF9530
 DF9530.The orthometric height was determined by differential leveling
 DF9530.and adjusted by the National Geodetic Survey in February 2004..
 DF9530
 DF9530.The geoid height was determined by GEOID03.
 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     -   111,700.      760,760.      MT  (+/- 180 meters Scaled)
 DF9530
 DF9530                          SUPERSEDED SURVEY CONTROL
 DF9530
 DF9530.No superseded survey control is available for this station.
 DF9530
 DF9530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN161600(NAD 83)
 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 SUITABLE FOR
 DF9530+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9530
 DF9530  HISTORY     - Date     Condition        Report By
 DF9530  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9856 ***********************************************************************
 DF9856  DESIGNATION -  1X45
 DF9856  PID         -  DF9856
 DF9856  STATE/COUNTY-  WI/RACINE
 DF9856  USGS QUAD   -  WATERFORD (1994)
 DF9856
 DF9856                         *CURRENT SURVEY CONTROL
 DF9856  ___________________________________________________________________
 DF9856* NAD 83(1986)-  42 45 48.     (N)    088 12 48.     (W)     SCALED    
 DF9856* NAVD 88     -       237.025  (meters)     777.64   (feet)  ADJUSTED  
 DF9856  ___________________________________________________________________
 DF9856  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 DF9856  DYNAMIC HT  -         236.956 (meters)     777.41  (feet)  COMP
 DF9856  MODELED GRAV-     980,325.7   (mgal)                       NAVD 88
 DF9856
 DF9856  VERT ORDER  -  SECOND    CLASS I
 DF9856
 DF9856.The horizontal coordinates were scaled from a topographic map and have
 DF9856.an estimated accuracy of +/- 6 seconds.
 DF9856
 DF9856.The orthometric height was determined by differential leveling
 DF9856.and adjusted by the National Geodetic Survey in February 2004..
 DF9856
 DF9856.The geoid height was determined by GEOID03.
 DF9856
 DF9856.The dynamic height is computed by dividing the NAVD 88
 DF9856.geopotential number by the normal gravity value computed on the
 DF9856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9856.degrees latitude (g = 980.6199 gals.).
 DF9856
 DF9856.The modeled gravity was interpolated from observed gravity values.
 DF9856
 DF9856;                    North         East    Units  Estimated Accuracy
 DF9856;SPC WI S     -    86,370.      746,230.      MT  (+/- 180 meters Scaled)
 DF9856
 DF9856                          SUPERSEDED SURVEY CONTROL
 DF9856
 DF9856.No superseded survey control is available for this station.
 DF9856
 DF9856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN007352(NAD 83)
 DF9856_MARKER: DD = SURVEY DISK
 DF9856_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF9856_SP_SET: PARAPET WALL
 DF9856_STAMPING: 1X45 2002
 DF9856_MARK LOGO: WIDT  
 DF9856_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF9856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9856+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2006
 DF9856
 DF9856  HISTORY     - Date     Condition        Report By
 DF9856  HISTORY     - 2001     MONUMENTED       WIDT
 DF9856  HISTORY     - 20060819 GOOD             USPSQD
 DF9856
 DF9856                          STATION DESCRIPTION
 DF9856
 DF9856'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9856'THE STATION IS LOCATED ABOUT 36 KM WEST OF RACINE IN WATERFORD.
 DF9856'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION. TO REACH THE
 DF9856'STATION FROM THE JUNTION OF STATE HIGHWAY 20 WITH STATE HIGHWAY 36
 DF9856'ABOUT 9 KM NORTHEAST OF THE CITY OF BURLINGTON, GO NORTHWEST ON STATE
 DF9856'HIGHWAY 20 FOR 1.1 KM TO MAIN STREET AND BRIDGE --B-51-444-86-- OVER
 DF9856'THE FOX RIVER AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DF9856'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9856'STATION DISK SET IN THE TOP OF THE EAST END OF THE NORTH PARAPET WALL
 DF9856'ABOUT 0.7 M BELOW THE HIGHWAY PAVEMENT. THE STATION IS 8.6 M NORTH OF
 DF9856'THE CENTERLINE OF STATE HIGHWAY 20 (MAIN STREET), 12.6 M WEST OF THE
 DF9856'EXTENDED CENTERLINE OF STATE HIGHWAY 20 (NORTH-SOUTH RUNNING), AND
 DF9856'11.5 M EAST OF A METAL POST FOR A --FOX RIVER, SPEED LIMIT 25-- SIGN.
 DF9856' ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO
 DF9856'TREES OVERHEAD AND A BUILDING TO THE EAST.
 DF9856
 DF9856                          STATION RECOVERY (2006)
 DF9856
 DF9856'RECOVERY NOTE BY US POWER SQUADRON 2006 (CGK)
 DF9856'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9857 ***********************************************************************
 DF9857  DESIGNATION -  1X46
 DF9857  PID         -  DF9857
 DF9857  STATE/COUNTY-  WI/RACINE
 DF9857  USGS QUAD   -  WATERFORD (1994)
 DF9857
 DF9857                         *CURRENT SURVEY CONTROL
 DF9857  ___________________________________________________________________
 DF9857* NAD 83(1986)-  42 46 15.     (N)    088 14 07.     (W)     SCALED    
 DF9857* NAVD 88     -       247.220  (meters)     811.09   (feet)  ADJUSTED  
 DF9857  ___________________________________________________________________
 DF9857  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 DF9857  DYNAMIC HT  -         247.149 (meters)     810.85  (feet)  COMP
 DF9857  MODELED GRAV-     980,326.8   (mgal)                       NAVD 88
 DF9857
 DF9857  VERT ORDER  -  SECOND    CLASS I
 DF9857
 DF9857.The horizontal coordinates were scaled from a topographic map and have
 DF9857.an estimated accuracy of +/- 6 seconds.
 DF9857
 DF9857.The orthometric height was determined by differential leveling
 DF9857.and adjusted by the National Geodetic Survey in February 2004..
 DF9857
 DF9857.The geoid height was determined by GEOID03.
 DF9857
 DF9857.The dynamic height is computed by dividing the NAVD 88
 DF9857.geopotential number by the normal gravity value computed on the
 DF9857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9857.degrees latitude (g = 980.6199 gals.).
 DF9857
 DF9857.The modeled gravity was interpolated from observed gravity values.
 DF9857
 DF9857;                    North         East    Units  Estimated Accuracy
 DF9857;SPC WI S     -    87,160.      744,420.      MT  (+/- 180 meters Scaled)
 DF9857
 DF9857                          SUPERSEDED SURVEY CONTROL
 DF9857
 DF9857.No superseded survey control is available for this station.
 DF9857
 DF9857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN989361(NAD 83)
 DF9857_MARKER: DD = SURVEY DISK
 DF9857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9857_STAMPING: 1X46 2002
 DF9857_MARK LOGO: WIDT  
 DF9857_PROJECTION: FLUSH
 DF9857_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9857+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2006
 DF9857
 DF9857  HISTORY     - Date     Condition        Report By
 DF9857  HISTORY     - 2001     MONUMENTED       WIDT
 DF9857  HISTORY     - 20060819 GOOD             USPSQD
 DF9857  HISTORY     - 20060824 MARK NOT FOUND   USPSQD
 DF9857
 DF9857                          STATION DESCRIPTION
 DF9857
 DF9857'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9857'THE STATION IS LOCATED ABOUT 27 KM SOUTH OF WAUKESHA AND 2 KM
 DF9857'NORTHWEST OF WATERFORD.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 DF9857'TRANSPORTATION. THE STATION IS LOCATED IN THE NORTHEAST QUADRANT OF
 DF9857'THE NORTH JUNCTION OF STATE HIGHWAY 83 WITH STATE HIGHWAY 20 ABOUT 2
 DF9857'KM NORTHWEST OF WATERFORD. THE STATION IS A BRONZE WISCONSIN
 DF9857'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9857'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8 M,
 DF9857'SET ON BEDROCK, AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DF9857'STATION IS 8.3 M NORTH OF THE CENTERLINE OF STATE HIGHWAY 83 AND
 DF9857'STATE HIGHWAY 20, 0.5 KM WEST OF BUENA PARK ROAD, 69.6 M WEST OF A
 DF9857'TELEPHONE PEDESTAL, 43.9 M SOUTHWEST OF SOUTHERN MOST WOOD POST FOR A
 DF9857'--COTTON EXCHANGE RESTURANT-- SIGN, AND 15.6 M SOUTH-SOUTHWEST OF
 DF9857'PLASTIC POST FOR --CAUTION BURIED FIBER OPTIC LINE--.  ---NOTE---THE
 DF9857'STATION IS EAST AND WEST OF TWO WHITE PLASTIC WITNESS POSTS.
 DF9857'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9857'THAN 20 DEGREES ABOVE THE HORIZON.
 DF9857
 DF9857                          STATION RECOVERY (2006)
 DF9857
 DF9857'RECOVERY NOTE BY US POWER SQUADRON 2006 (CGK)
 DF9857'RECOVERED IN GOOD CONDITION.
 DF9857
 DF9857                          STATION RECOVERY (2006)
 DF9857
 DF9857'RECOVERY NOTE BY US POWER SQUADRON 2006 (CGK)
 DF9857'NOT RECOVERED.  THE STATION WAS EITHER DESTROYED OR COVERED BY ROAD
 DF9857'CONSTRUCTION.  THE STATION SHOULD BE CONSIDERED AS LOST.
 DF9857' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9858 ***********************************************************************
 DF9858  DESIGNATION -  1X47
 DF9858  PID         -  DF9858
 DF9858  STATE/COUNTY-  WI/RACINE
 DF9858  USGS QUAD   -  MUKWONAGO (1994)
 DF9858
 DF9858                         *CURRENT SURVEY CONTROL
 DF9858  ___________________________________________________________________
 DF9858* NAD 83(1986)-  42 47 13.     (N)    088 15 16.     (W)     SCALED    
 DF9858* NAVD 88     -       249.368  (meters)     818.13   (feet)  ADJUSTED  
 DF9858  ___________________________________________________________________
 DF9858  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 DF9858  DYNAMIC HT  -         249.297 (meters)     817.90  (feet)  COMP
 DF9858  MODELED GRAV-     980,328.6   (mgal)                       NAVD 88
 DF9858
 DF9858  VERT ORDER  -  SECOND    CLASS I
 DF9858
 DF9858.The horizontal coordinates were scaled from a topographic map and have
 DF9858.an estimated accuracy of +/- 6 seconds.
 DF9858
 DF9858.The orthometric height was determined by differential leveling
 DF9858.and adjusted by the National Geodetic Survey in February 2004..
 DF9858
 DF9858.The geoid height was determined by GEOID03.
 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     -    88,920.      742,810.      MT  (+/- 180 meters Scaled)
 DF9858
 DF9858                          SUPERSEDED SURVEY CONTROL
 DF9858
 DF9858.No superseded survey control is available for this station.
 DF9858
 DF9858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN973379(NAD 83)
 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 - August 19, 2006
 DF9858
 DF9858  HISTORY     - Date     Condition        Report By
 DF9858  HISTORY     - 2001     MONUMENTED       WIDT
 DF9858  HISTORY     - 20060819 GOOD             USPSQD
 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 US POWER SQUADRON 2006 (CGK)
 DF9858'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9860 ***********************************************************************
 DF9860  DESIGNATION -  1X48
 DF9860  PID         -  DF9860
 DF9860  STATE/COUNTY-  WI/RACINE
 DF9860  USGS QUAD   -  MUKWONAGO (1994)
 DF9860
 DF9860                         *CURRENT SURVEY CONTROL
 DF9860  ___________________________________________________________________
 DF9860* NAD 83(1986)-  42 48 31.     (N)    088 16 37.     (W)     SCALED    
 DF9860* NAVD 88     -       239.408  (meters)     785.46   (feet)  ADJUSTED  
 DF9860  ___________________________________________________________________
 DF9860  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 DF9860  DYNAMIC HT  -         239.340 (meters)     785.23  (feet)  COMP
 DF9860  MODELED GRAV-     980,330.8   (mgal)                       NAVD 88
 DF9860
 DF9860  VERT ORDER  -  SECOND    CLASS I
 DF9860
 DF9860.The horizontal coordinates were scaled from a topographic map and have
 DF9860.an estimated accuracy of +/- 6 seconds.
 DF9860
 DF9860.The orthometric height was determined by differential leveling
 DF9860.and adjusted by the National Geodetic Survey in February 2004..
 DF9860
 DF9860.The geoid height was determined by GEOID03.
 DF9860
 DF9860.The dynamic height is computed by dividing the NAVD 88
 DF9860.geopotential number by the normal gravity value computed on the
 DF9860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9860.degrees latitude (g = 980.6199 gals.).
 DF9860
 DF9860.The modeled gravity was interpolated from observed gravity values.
 DF9860
 DF9860;                    North         East    Units  Estimated Accuracy
 DF9860;SPC WI S     -    91,290.      740,920.      MT  (+/- 180 meters Scaled)
 DF9860
 DF9860                          SUPERSEDED SURVEY CONTROL
 DF9860
 DF9860.No superseded survey control is available for this station.
 DF9860
 DF9860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN955403(NAD 83)
 DF9860_MARKER: DD = SURVEY DISK
 DF9860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9860_STAMPING: 1X48 2002
 DF9860_MARK LOGO: WIDT  
 DF9860_PROJECTION: FLUSH
 DF9860_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9860+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2006
 DF9860
 DF9860  HISTORY     - Date     Condition        Report By
 DF9860  HISTORY     - 2001     MONUMENTED       WIDT
 DF9860  HISTORY     - 20060820 GOOD             USPSQD
 DF9860
 DF9860                          STATION DESCRIPTION
 DF9860
 DF9860'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9860'THE STATION IS LOCATED ABOUT 41 KM WEST OF RACINE, 23 KM SOUTH OF
 DF9860'WAUKESHA, 8 KM SOUTHEAST OF MUKWONAGO.    OWNERSHIP--WISCONSIN
 DF9860'DEPARTMENT OF TRANSPORTATION. TO REACH THE STATION FROM THE JUNCTION
 DF9860'OF INTERSTATE HIGHWAY 43 WITH STATE HIGHWAY 83 IN THE VILLAGE OF
 DF9860'MUKWONAGO, GO SOUTHEAST ON STATE HIGHWAY 83 FOR 6.0 KM TO COUNTY
 DF9860'HIGHWAY O (CALDWELL ROAD), CONTINUE SOUTHEAST ON STATE HIGHWAY 83 FOR
 DF9860'0.3 KM TO THE STATION ON THE RIGHT. THE STATION IS A BRONZE WISCONSIN
 DF9860'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9860'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DF9860'AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 10.0 M
 DF9860'WEST OF THE CENTERLINE OF STATE HIGHWAY 83, 57.3 M NORTHWEST OF POWER
 DF9860'POLE --96-02650--, 37.6 M SOUTH-SOUTHWEST OF POWER POLE --96-02649--,
 DF9860'AND 3 M EAST OF CULTIVATED FIELD.  ---NOTE---THE STATION IS WEST,
 DF9860'SOUTHEAST AND NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9860'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9860'THAN 15 DEGREES ABOVE THE HORIZON.
 DF9860
 DF9860                          STATION RECOVERY (2006)
 DF9860
 DF9860'RECOVERY NOTE BY US POWER SQUADRON 2006 (CGK)
 DF9860'MARK LOCATED ABOUT 2' BELOW HIGHWAY PAVEMENT GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9861 ***********************************************************************
 DF9861  DESIGNATION -  1X49
 DF9861  PID         -  DF9861
 DF9861  STATE/COUNTY-  WI/RACINE
 DF9861  USGS QUAD   -  MUKWONAGO (1994)
 DF9861
 DF9861                         *CURRENT SURVEY CONTROL
 DF9861  ___________________________________________________________________
 DF9861* NAD 83(1986)-  42 49 18.     (N)    088 17 41.     (W)     SCALED    
 DF9861* NAVD 88     -       253.122  (meters)     830.45   (feet)  ADJUSTED  
 DF9861  ___________________________________________________________________
 DF9861  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 DF9861  DYNAMIC HT  -         253.050 (meters)     830.21  (feet)  COMP
 DF9861  MODELED GRAV-     980,332.2   (mgal)                       NAVD 88
 DF9861
 DF9861  VERT ORDER  -  SECOND    CLASS I
 DF9861
 DF9861.The horizontal coordinates were scaled from a topographic map and have
 DF9861.an estimated accuracy of +/- 6 seconds.
 DF9861
 DF9861.The orthometric height was determined by differential leveling
 DF9861.and adjusted by the National Geodetic Survey in February 2004..
 DF9861
 DF9861.The geoid height was determined by GEOID03.
 DF9861
 DF9861.The dynamic height is computed by dividing the NAVD 88
 DF9861.geopotential number by the normal gravity value computed on the
 DF9861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9861.degrees latitude (g = 980.6199 gals.).
 DF9861
 DF9861.The modeled gravity was interpolated from observed gravity values.
 DF9861
 DF9861;                    North         East    Units  Estimated Accuracy
 DF9861;SPC WI S     -    92,710.      739,440.      MT  (+/- 180 meters Scaled)
 DF9861
 DF9861                          SUPERSEDED SURVEY CONTROL
 DF9861
 DF9861.No superseded survey control is available for this station.
 DF9861
 DF9861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN941418(NAD 83)
 DF9861_MARKER: DD = SURVEY DISK
 DF9861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9861_STAMPING: 1X49 2002
 DF9861_MARK LOGO: WIDT  
 DF9861_PROJECTION: FLUSH
 DF9861_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9861+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2006
 DF9861
 DF9861  HISTORY     - Date     Condition        Report By
 DF9861  HISTORY     - 2001     MONUMENTED       WIDT
 DF9861  HISTORY     - 20060820 GOOD             USPSQD
 DF9861
 DF9861                          STATION DESCRIPTION
 DF9861
 DF9861'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9861'THE STATION IS LOCATED ABOUT 39 KM SOUTHWEST OF MILWAUKEE, 22 KM
 DF9861'SOUTH OF WAUKESHA, AND 6 KM SOUTHEAST OF MUKWONAGO.
 DF9861'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9861'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 43 WITH STATE HIGHWAY
 DF9861'83 IN THE VILLAGE OF MUKWONAGO, GO SOUTH ON STATE HIGHWAY 83 FOR 3.0
 DF9861'KM TO COUNTY HIGHWAY L (JANESVILLE ROAD), CONTINUE SOUTHEAST ON STATE
 DF9861'HIGHWAY 83 FOR 1.0 KM TO THE STATION ON THE RIGHT. THE STATION IS A
 DF9861'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9861'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9861'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT. THE
 DF9861'STATION IS 7.0 M WEST OF THE CENTERLINE OF STATE HIGHWAY 83, 41.9 M
 DF9861'SOUTH OF POWER POLE --88-01604 40-5, 26.6 M NORTHWEST OF POWER POLE
 DF9861'--96054076--, AND 1 M EAST OF A CULTIVATED FIELD.  ---NOTE---THE
 DF9861'STATION IS NORTHEAST, SOUTHWEST AND EAST OF THREE WHITE PLASTIC
 DF9861'WITNESS POSTS.    ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9861'EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9861
 DF9861                          STATION RECOVERY (2006)
 DF9861
 DF9861'RECOVERY NOTE BY US POWER SQUADRON 2006 (CGK)
 DF9861'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9862 ***********************************************************************
 DF9862  DESIGNATION -  1X50
 DF9862  PID         -  DF9862
 DF9862  STATE/COUNTY-  WI/WALWORTH
 DF9862  USGS QUAD   -  MUKWONAGO (1994)
 DF9862
 DF9862                         *CURRENT SURVEY CONTROL
 DF9862  ___________________________________________________________________
 DF9862* NAD 83(1986)-  42 50 30.     (N)    088 18 41.     (W)     SCALED    
 DF9862* NAVD 88     -       268.944  (meters)     882.36   (feet)  ADJUSTED  
 DF9862  ___________________________________________________________________
 DF9862  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 DF9862  DYNAMIC HT  -         268.869 (meters)     882.11  (feet)  COMP
 DF9862  MODELED GRAV-     980,334.1   (mgal)                       NAVD 88
 DF9862
 DF9862  VERT ORDER  -  SECOND    CLASS I
 DF9862
 DF9862.The horizontal coordinates were scaled from a topographic map and have
 DF9862.an estimated accuracy of +/- 6 seconds.
 DF9862
 DF9862.The orthometric height was determined by differential leveling
 DF9862.and adjusted by the National Geodetic Survey in February 2004..
 DF9862
 DF9862.The geoid height was determined by GEOID03.
 DF9862
 DF9862.The dynamic height is computed by dividing the NAVD 88
 DF9862.geopotential number by the normal gravity value computed on the
 DF9862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9862.degrees latitude (g = 980.6199 gals.).
 DF9862
 DF9862.The modeled gravity was interpolated from observed gravity values.
 DF9862
 DF9862;                    North         East    Units  Estimated Accuracy
 DF9862;SPC WI S     -    94,900.      738,030.      MT  (+/- 180 meters Scaled)
 DF9862
 DF9862                          SUPERSEDED SURVEY CONTROL
 DF9862
 DF9862.No superseded survey control is available for this station.
 DF9862
 DF9862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN928440(NAD 83)
 DF9862_MARKER: DD = SURVEY DISK
 DF9862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9862_STAMPING: 1X50 2002
 DF9862_MARK LOGO: WIDT  
 DF9862_PROJECTION: FLUSH
 DF9862_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9862_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9862+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2006
 DF9862
 DF9862  HISTORY     - Date     Condition        Report By
 DF9862  HISTORY     - 2001     MONUMENTED       WIDT
 DF9862  HISTORY     - 20060820 GOOD             USPSQD
 DF9862
 DF9862                          STATION DESCRIPTION
 DF9862
 DF9862'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9862'THE STATION IS LOCATED ABOUT 27 KM NORTHEAST OF ELKHORN, 16 KM
 DF9862'WEST-SOUTHWEST OF MUSKEGO, AND 4 KM SOUTHEAST OF MUKWONAGO.
 DF9862'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9862'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 43 WITH STATE HIGHWAY
 DF9862'83 IN THE VILLAGE OF MUKWONAGO, GO SOUTH ON STATE HIGHWAY 83 FOR 1.5
 DF9862'KM TO THE STATION ON THE RIGHT. THE STATION IS A BRONZE WISCONSIN
 DF9862'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9862'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DF9862'AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT. THE STATION IS 9.5 M
 DF9862'SOUTH-SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 83, 48 M
 DF9862'SOUTH-SOUTHEAST OF PRIVATE ENTRANCE --MCCARTHYS S11091--, 38 M
 DF9862'SOUTH-SOUTHEAST OF WOOD POST FOR --WALWORTH COUNTY-- SIGN, 28.8 M
 DF9862'WEST OF POWER POLE --74-4506 40-5--, AND 1 M SOUTHEAST OF A
 DF9862'CULTIVATED FIELD.  ---NOTE---THE STATION IS SOUTHEAST AND NORTHWEST
 DF9862'OF TWO WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO
 DF9862'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 18 DEGREES ABOVE THE
 DF9862'HORIZON.
 DF9862
 DF9862                          STATION RECOVERY (2006)
 DF9862
 DF9862'RECOVERY NOTE BY US POWER SQUADRON 2006 (CGK)
 DF9862'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9864 ***********************************************************************
 DF9864  DESIGNATION -  1X52
 DF9864  PID         -  DF9864
 DF9864  STATE/COUNTY-  WI/WAUKESHA
 DF9864  USGS QUAD   -  GENESEE (1976)
 DF9864
 DF9864                         *CURRENT SURVEY CONTROL
 DF9864  ___________________________________________________________________
 DF9864* NAD 83(1986)-  42 53 15.     (N)    088 20 36.     (W)     SCALED    
 DF9864* NAVD 88     -       260.402  (meters)     854.34   (feet)  ADJUSTED  
 DF9864  ___________________________________________________________________
 DF9864  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 DF9864  DYNAMIC HT  -         260.330 (meters)     854.10  (feet)  COMP
 DF9864  MODELED GRAV-     980,337.8   (mgal)                       NAVD 88
 DF9864
 DF9864  VERT ORDER  -  SECOND    CLASS I
 DF9864
 DF9864.The horizontal coordinates were scaled from a topographic map and have
 DF9864.an estimated accuracy of +/- 6 seconds.
 DF9864
 DF9864.The orthometric height was determined by differential leveling
 DF9864.and adjusted by the National Geodetic Survey in February 2004..
 DF9864
 DF9864.The geoid height was determined by GEOID03.
 DF9864
 DF9864.The dynamic height is computed by dividing the NAVD 88
 DF9864.geopotential number by the normal gravity value computed on the
 DF9864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9864.degrees latitude (g = 980.6199 gals.).
 DF9864
 DF9864.The modeled gravity was interpolated from observed gravity values.
 DF9864
 DF9864;                    North         East    Units  Estimated Accuracy
 DF9864;SPC WI S     -    99,940.      735,320.      MT  (+/- 180 meters Scaled)
 DF9864
 DF9864                          SUPERSEDED SURVEY CONTROL
 DF9864
 DF9864.No superseded survey control is available for this station.
 DF9864
 DF9864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN903491(NAD 83)
 DF9864_MARKER: DD = SURVEY DISK
 DF9864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9864_STAMPING: 1X52 2002
 DF9864_MARK LOGO: WIDT  
 DF9864_PROJECTION: FLUSH
 DF9864_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9864+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2006
 DF9864
 DF9864  HISTORY     - Date     Condition        Report By
 DF9864  HISTORY     - 2001     MONUMENTED       WIDT
 DF9864  HISTORY     - 20060820 GOOD             USPSQD
 DF9864
 DF9864                          STATION DESCRIPTION
 DF9864
 DF9864'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9864'THE STATION IS LOCATED ABOUT 17 KM SOUTHWEST OF WAUKESHA, 17 KM EAST
 DF9864'OF MUSKEGO, AND 2 KM NORTHWEST OF MUKWONAGO.  OWNERSHIP--WISCONSIN
 DF9864'DEPARTMENT OF TRANSPORTATION. TO REACH THE STATION FROM THE JUNCTION
 DF9864'OF INTERSTATE HIGHWAY 43 WITH STATE HIGHWAY 83 ABOUT 1 KM SOUTH OF
 DF9864'THE VILLAGE OF MUKWONAGO, GO NORTH ON STATE HIGHWAY 83 FOR 2.8 KM TO
 DF9864'COUNTY HIGHWAY NN, CONTINUE NORTH ON STATE HIGHWAY 83 FOR 1.5 KM TO
 DF9864'THE STATION ON THE RIGHT. THE STATION IS A BRONZE WISCONSIN
 DF9864'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9864'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DF9864'AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT. THE STATION IS 9.5 M EAST
 DF9864'OF THE CENTERLINE OF STATE HIGHWAY 83, 62 M SOUTH OF PRIVATE ENTRANCE
 DF9864'--8598--, 61 M NORTH OF PRIVATE ENTRANCE --W299/58650/58696--, AND
 DF9864'2.2 M WEST OF A WOODEN FENCE.  ---NOTE---THE STATION IS 2.0 M WEST OF
 DF9864'A WHITE PLASTIC WITNESS POST. ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9864'OBSTRUCTIONS EXTNENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON
 DF9864'EXCEPT FOR TREES TO THE WEST AND SOUTH EXTENDING TO 30 DEGREES.
 DF9864
 DF9864                          STATION RECOVERY (2006)
 DF9864
 DF9864'RECOVERY NOTE BY US POWER SQUADRON 2006 (CGK)
 DF9864'WITNESS POST GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9865 ***********************************************************************
 DF9865  DESIGNATION -  1X53
 DF9865  PID         -  DF9865
 DF9865  STATE/COUNTY-  WI/WAUKESHA
 DF9865  USGS QUAD   -  GENESEE (1976)
 DF9865
 DF9865                         *CURRENT SURVEY CONTROL
 DF9865  ___________________________________________________________________
 DF9865* NAD 83(1986)-  42 54 02.     (N)    088 20 46.     (W)     SCALED    
 DF9865* NAVD 88     -       265.392  (meters)     870.71   (feet)  ADJUSTED  
 DF9865  ___________________________________________________________________
 DF9865  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 DF9865  DYNAMIC HT  -         265.319 (meters)     870.47  (feet)  COMP
 DF9865  MODELED GRAV-     980,338.6   (mgal)                       NAVD 88
 DF9865
 DF9865  VERT ORDER  -  SECOND    CLASS I
 DF9865
 DF9865.The horizontal coordinates were scaled from a topographic map and have
 DF9865.an estimated accuracy of +/- 6 seconds.
 DF9865
 DF9865.The orthometric height was determined by differential leveling
 DF9865.and adjusted by the National Geodetic Survey in February 2004..
 DF9865
 DF9865.The geoid height was determined by GEOID03.
 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     -   101,380.      735,060.      MT  (+/- 180 meters Scaled)
 DF9865
 DF9865                          SUPERSEDED SURVEY CONTROL
 DF9865
 DF9865.No superseded survey control is available for this station.
 DF9865
 DF9865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN901506(NAD 83)
 DF9865_MARKER: DD = SURVEY DISK
 DF9865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9865_STAMPING: 1X53 2002
 DF9865_MARK LOGO: WIDT  
 DF9865_PROJECTION: FLUSH
 DF9865_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9865+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2006
 DF9865
 DF9865  HISTORY     - Date     Condition        Report By
 DF9865  HISTORY     - 2001     MONUMENTED       WIDT
 DF9865  HISTORY     - 20060820 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9867 ***********************************************************************
 DF9867  DESIGNATION -  1X54
 DF9867  PID         -  DF9867
 DF9867  STATE/COUNTY-  WI/WAUKESHA
 DF9867  USGS QUAD   -  GENESEE (1976)
 DF9867
 DF9867                         *CURRENT SURVEY CONTROL
 DF9867  ___________________________________________________________________
 DF9867* NAD 83(1986)-  42 55 59.     (N)    088 20 46.     (W)     SCALED    
 DF9867* NAVD 88     -       284.249  (meters)     932.57   (feet)  ADJUSTED  
 DF9867  ___________________________________________________________________
 DF9867  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 DF9867  DYNAMIC HT  -         284.172 (meters)     932.32  (feet)  COMP
 DF9867  MODELED GRAV-     980,340.4   (mgal)                       NAVD 88
 DF9867
 DF9867  VERT ORDER  -  SECOND    CLASS I
 DF9867
 DF9867.The horizontal coordinates were scaled from a topographic map and have
 DF9867.an estimated accuracy of +/- 6 seconds.
 DF9867
 DF9867.The orthometric height was determined by differential leveling
 DF9867.and adjusted by the National Geodetic Survey in February 2004..
 DF9867
 DF9867.The geoid height was determined by GEOID03.
 DF9867
 DF9867.The dynamic height is computed by dividing the NAVD 88
 DF9867.geopotential number by the normal gravity value computed on the
 DF9867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9867.degrees latitude (g = 980.6199 gals.).
 DF9867
 DF9867.The modeled gravity was interpolated from observed gravity values.
 DF9867
 DF9867;                    North         East    Units  Estimated Accuracy
 DF9867;SPC WI S     -   104,990.      734,990.      MT  (+/- 180 meters Scaled)
 DF9867
 DF9867                          SUPERSEDED SURVEY CONTROL
 DF9867
 DF9867.No superseded survey control is available for this station.
 DF9867
 DF9867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN901542(NAD 83)
 DF9867_MARKER: DD = SURVEY DISK
 DF9867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9867_STAMPING: 1X54 2002
 DF9867_MARK LOGO: WIDT  
 DF9867_PROJECTION: FLUSH
 DF9867_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9867+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9867
 DF9867  HISTORY     - Date     Condition        Report By
 DF9867  HISTORY     - 2001     MONUMENTED       WIDT
 DF9867
 DF9867                          STATION DESCRIPTION
 DF9867
 DF9867'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9867'THE STATION IS LOCATED ABOUT 38 WEST-SOUTHWEST OF MILWAUKEE, 13 KM
 DF9867'SOUTHWEST OF WAUKESHA, AND 7 KM NORTH OF MUKWONAGO.
 DF9867'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9867'STATION FROM THE JUNCTION OF STATE HIGHWAY 59 WITH STATE HIGHWAY 83
 DF9867'ABOUT 12 KM SOUTHWEST OF THE CITY OF WAUKESHA, GO SOUTH ON STATE
 DF9867'HIGHWAY 83 FOR 2.9 KM TO THE STATION ON THE LEFT. THE STATION IS A
 DF9867'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9867'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9867'A DEPTH OF 1.8 M, SET ON BEDROCK AND ABOUT 1 M BELOW THE HIGHWAY
 DF9867'PAVEMENT. THE STATION IS 10.5 M EAST OF THE CENTERLINE OF STATE
 DF9867'HIGHWAY 83, 57.2 M NORTH OF THE CENTERLINE OF COUNTY HIGHWAY X, 54.3
 DF9867'M NORTH-NORTHEAST OF A WOOD POST FOR A --COUNTY HIGHWAY X-- SIGN, AND
 DF9867'29.9 M EAST-SOUTHEAST OF POWER POLE --01-05138--.  ---NOTE---THE
 DF9867'STATION IS EAST, NORTHWEST AND SOUTHWEST OF THREE WHITE PLASTIC
 DF9867'WITNESS POSTS. ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9867'EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9868 ***********************************************************************
 DF9868  DESIGNATION -  1X55
 DF9868  PID         -  DF9868
 DF9868  STATE/COUNTY-  WI/WAUKESHA
 DF9868  USGS QUAD   -  GENESEE (1976)
 DF9868
 DF9868                         *CURRENT SURVEY CONTROL
 DF9868  ___________________________________________________________________
 DF9868* NAD 83(1986)-  42 56 46.     (N)    088 21 02.     (W)     SCALED    
 DF9868* NAVD 88     -       276.503  (meters)     907.16   (feet)  ADJUSTED  
 DF9868  ___________________________________________________________________
 DF9868  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 DF9868  DYNAMIC HT  -         276.428 (meters)     906.91  (feet)  COMP
 DF9868  MODELED GRAV-     980,341.4   (mgal)                       NAVD 88
 DF9868
 DF9868  VERT ORDER  -  SECOND    CLASS I
 DF9868
 DF9868.The horizontal coordinates were scaled from a topographic map and have
 DF9868.an estimated accuracy of +/- 6 seconds.
 DF9868
 DF9868.The orthometric height was determined by differential leveling
 DF9868.and adjusted by the National Geodetic Survey in February 2004..
 DF9868
 DF9868.The geoid height was determined by GEOID03.
 DF9868
 DF9868.The dynamic height is computed by dividing the NAVD 88
 DF9868.geopotential number by the normal gravity value computed on the
 DF9868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9868.degrees latitude (g = 980.6199 gals.).
 DF9868
 DF9868.The modeled gravity was interpolated from observed gravity values.
 DF9868
 DF9868;                    North         East    Units  Estimated Accuracy
 DF9868;SPC WI S     -   106,440.      734,600.      MT  (+/- 180 meters Scaled)
 DF9868
 DF9868                          SUPERSEDED SURVEY CONTROL
 DF9868
 DF9868.No superseded survey control is available for this station.
 DF9868
 DF9868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN898557(NAD 83)
 DF9868_MARKER: DD = SURVEY DISK
 DF9868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9868_STAMPING: 1X55 2002
 DF9868_MARK LOGO: WIDT  
 DF9868_PROJECTION: FLUSH
 DF9868_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9868+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9868
 DF9868  HISTORY     - Date     Condition        Report By
 DF9868  HISTORY     - 2001     MONUMENTED       WIDT
 DF9868
 DF9868                          STATION DESCRIPTION
 DF9868
 DF9868'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9868'THE STATION IS LOCATED ABOUT 38 KM WEST-SOUTHWEST OF MILWAUKEE, 13 KM
 DF9868'SOUTHWEST OF WAUKESHA, AND 2 KM SOUTH OF GENESEE.
 DF9868'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9868'STATION FROM THE JUNCTION OF STATE HIGHWAY 59 WITH STATE HIGHWAY 83
 DF9868'ABOUT 12 KM SOUTHWEST OF THE CITY OF WAUKESHA, GO SOUTH ON STATE
 DF9868'HIGHWAY 83 FOR 1.4 KM TO THE STATION ON THE LEFT.  THE STATION IS A
 DF9868'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9868'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9868'A DEPTH OF 2.4 M AND ABOUT 0.5 M ABOVE THE HIGHWAY PAVEMENT.  THE
 DF9868'STATION IS 8.2 M EAST-NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY
 DF9868'83, 74.7 M SOUTH-SOUTHEAST OF THE CENTERLINE OF HOLIDAY ROAD, 21.3 M
 DF9868'EAST OF POWER POLE --01-05113--, AND 17.4 M EAST-NORTHEAST OF A WOOD
 DF9868'POST FOR A --CURVE TO THE RIGHT-- SIGN. ---NOTE---THE STATION IS
 DF9868'NORTHWEST AND SOUTHWEST OF TWO WHITE PLASTIC WITNESS POSTS.
 DF9868'---NOTE2--- THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9868'THAN 20 DEGREES ABOVE THE HORIZON EXCEPT FOR POWER POLES TO THE WEST
 DF9868'EXTENDING TO 33 DEGREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9443 ***********************************************************************
 DF9443  DESIGNATION -  1Y01
 DF9443  PID         -  DF9443
 DF9443  STATE/COUNTY-  WI/KENOSHA
 DF9443  USGS QUAD   -  PLEASANT PRAIRIE (1971)
 DF9443
 DF9443                         *CURRENT SURVEY CONTROL
 DF9443  ___________________________________________________________________
 DF9443* NAD 83(1986)-  42 36 54.     (N)    087 57 17.     (W)     SCALED    
 DF9443* NAVD 88     -       222.040  (meters)     728.48   (feet)  ADJUSTED  
 DF9443  ___________________________________________________________________
 DF9443  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 DF9443  DYNAMIC HT  -         221.972 (meters)     728.25  (feet)  COMP
 DF9443  MODELED GRAV-     980,310.6   (mgal)                       NAVD 88
 DF9443
 DF9443  VERT ORDER  -  SECOND    CLASS I
 DF9443
 DF9443.The horizontal coordinates were scaled from a topographic map and have
 DF9443.an estimated accuracy of +/- 6 seconds.
 DF9443
 DF9443.The orthometric height was determined by differential leveling
 DF9443.and adjusted by the National Geodetic Survey in February 2004..
 DF9443
 DF9443.The geoid height was determined by GEOID03.
 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     -    70,380.      767,800.      MT  (+/- 180 meters Scaled)
 DF9443
 DF9443                          SUPERSEDED SURVEY CONTROL
 DF9443
 DF9443.No superseded survey control is available for this station.
 DF9443
 DF9443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN216185(NAD 83)
 DF9443_MARKER: DD = SURVEY DISK
 DF9443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9443_STAMPING: 1Y01 2002
 DF9443_MARK LOGO: WIDT  
 DF9443_PROJECTION: FLUSH
 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 - 2001
 DF9443
 DF9443  HISTORY     - Date     Condition        Report By
 DF9443  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9442 ***********************************************************************
 DF9442  DESIGNATION -  1Y02
 DF9442  PID         -  DF9442
 DF9442  STATE/COUNTY-  WI/KENOSHA
 DF9442  USGS QUAD   -  STURTEVANT (1994)
 DF9442
 DF9442                         *CURRENT SURVEY CONTROL
 DF9442  ___________________________________________________________________
 DF9442* NAD 83(1986)-  42 38 22.     (N)    087 57 12.     (W)     SCALED    
 DF9442* NAVD 88     -       224.305  (meters)     735.91   (feet)  ADJUSTED  
 DF9442  ___________________________________________________________________
 DF9442  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 DF9442  DYNAMIC HT  -         224.237 (meters)     735.68  (feet)  COMP
 DF9442  MODELED GRAV-     980,312.0   (mgal)                       NAVD 88
 DF9442
 DF9442  VERT ORDER  -  SECOND    CLASS I
 DF9442
 DF9442.The horizontal coordinates were scaled from a topographic map and have
 DF9442.an estimated accuracy of +/- 6 seconds.
 DF9442
 DF9442.The orthometric height was determined by differential leveling
 DF9442.and adjusted by the National Geodetic Survey in February 2004..
 DF9442
 DF9442.The geoid height was determined by GEOID03.
 DF9442
 DF9442.The dynamic height is computed by dividing the NAVD 88
 DF9442.geopotential number by the normal gravity value computed on the
 DF9442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9442.degrees latitude (g = 980.6199 gals.).
 DF9442
 DF9442.The modeled gravity was interpolated from observed gravity values.
 DF9442
 DF9442;                    North         East    Units  Estimated Accuracy
 DF9442;SPC WI S     -    73,100.      767,850.      MT  (+/- 180 meters Scaled)
 DF9442
 DF9442                          SUPERSEDED SURVEY CONTROL
 DF9442
 DF9442.No superseded survey control is available for this station.
 DF9442
 DF9442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN218212(NAD 83)
 DF9442_MARKER: DD = SURVEY DISK
 DF9442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9442_STAMPING: 1Y02 2002
 DF9442_MARK LOGO: WIDT  
 DF9442_PROJECTION: FLUSH
 DF9442_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9442+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9442
 DF9442  HISTORY     - Date     Condition        Report By
 DF9442  HISTORY     - 2001     MONUMENTED       WIDT
 DF9442
 DF9442                          STATION DESCRIPTION
 DF9442
 DF9442'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9442'THE STATION IS LOCATED ABOUT 17 KM SOUTHWEST OF RACINE AND 12 KM
 DF9442'NORTHWEST OF KENOSHA.     OWNERSHIP--TOWN OF PARIS.  TO REACH THE
 DF9442'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 WITH STATE HIGHWAY
 DF9442'142 AND COUNTY HIGHWAY S (EXIT 340) ABOUT 12 KM NORTHWEST OF THE CITY
 DF9442'OF KENOSHA, GO WEST ON STATE HIGHWAY 142 FOR 0.1 KM TO THE WEST
 DF9442'FRONTAGE ROAD ON THE RIGHT, TURN RIGHT AND GO NORTH ON THE WEST
 DF9442'FRONTAGE ROAD FOR 2.7 KM TO COUNTY HIGHWAY E (12TH STREET) AND THE
 DF9442'STATION ON THE LEFT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9442'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9442'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DF9442'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 17.4 M WEST OF THE
 DF9442'CENTERLINE OF WEST FRONTAGE ROAD, 34.1 M EAST-NORTHEAST OF POWER POLE
 DF9442'--93-05058  45-4--, 26.5 M NORTH OF COUNTY HIGHWAY E (12TH STREET),
 DF9442'AND 20.2 M SOUTHEAST OF POWER POLE --93-05059  45-4--.  ---NOTE---THE
 DF9442'STATION IS EAST, NORTH-NORTHWEST AND SOUTH-SOUTHWEST OF THREE WHITE
 DF9442'PLASTIC WITNESS POSTS.    ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9442'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9440 ***********************************************************************
 DF9440  DESIGNATION -  1Y03
 DF9440  PID         -  DF9440
 DF9440  STATE/COUNTY-  WI/RACINE
 DF9440  USGS QUAD   -  STURTEVANT (1994)
 DF9440
 DF9440                         *CURRENT SURVEY CONTROL
 DF9440  ___________________________________________________________________
 DF9440* NAD 83(1986)-  42 40 11.     (N)    087 57 13.     (W)     SCALED    
 DF9440* NAVD 88     -       223.983  (meters)     734.85   (feet)  ADJUSTED  
 DF9440  ___________________________________________________________________
 DF9440  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 DF9440  DYNAMIC HT  -         223.915 (meters)     734.63  (feet)  COMP
 DF9440  MODELED GRAV-     980,313.8   (mgal)                       NAVD 88
 DF9440
 DF9440  VERT ORDER  -  SECOND    CLASS I
 DF9440
 DF9440.The horizontal coordinates were scaled from a topographic map and have
 DF9440.an estimated accuracy of +/- 6 seconds.
 DF9440
 DF9440.The orthometric height was determined by differential leveling
 DF9440.and adjusted by the National Geodetic Survey in February 2004..
 DF9440
 DF9440.The geoid height was determined by GEOID03.
 DF9440
 DF9440.The dynamic height is computed by dividing the NAVD 88
 DF9440.geopotential number by the normal gravity value computed on the
 DF9440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9440.degrees latitude (g = 980.6199 gals.).
 DF9440
 DF9440.The modeled gravity was interpolated from observed gravity values.
 DF9440
 DF9440;                    North         East    Units  Estimated Accuracy
 DF9440;SPC WI S     -    76,460.      767,740.      MT  (+/- 180 meters Scaled)
 DF9440
 DF9440                          SUPERSEDED SURVEY CONTROL
 DF9440
 DF9440.No superseded survey control is available for this station.
 DF9440
 DF9440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN218245(NAD 83)
 DF9440_MARKER: DD = SURVEY DISK
 DF9440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9440_STAMPING: 1Y03 2002
 DF9440_MARK LOGO: WIDT  
 DF9440_PROJECTION: FLUSH
 DF9440_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9440+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9440
 DF9440  HISTORY     - Date     Condition        Report By
 DF9440  HISTORY     - 2001     MONUMENTED       WIDT
 DF9440
 DF9440                          STATION DESCRIPTION
 DF9440
 DF9440'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9440'THE STATION IS LOCATED ABOUT 41 KM SOUTH OF MILWAUKEE, 16 KM
 DF9440'SOUTHWEST OF RACINE AND 14 KM NORTHWEST OF KENOSHA. OWNERSHIP--TOWN
 DF9440'OF YORKVILE. TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 94
 DF9440'WITH STATE HIGHWAY 142 AND COUNTY HIGHWAY S (EXIT 340) ABOUT 9 KM
 DF9440'NORTHWEST OF THE CITY OF KENOSHA, GO WEST ON STATE HIGHWAY 142 FOR
 DF9440'0.1 KM TO 120TH AVENUE (WEST FRONTAGE ROAD), TURN RIGHT AND GO NORTH
 DF9440'ON 120TH AVENUE (WEST FRONTAGE ROAD) FOR 4.3 KM TO COUNTY HIGHWAY A
 DF9440'(7TH STREET), CONTINUE NORTH ON 120TH AVENUE (WEST FRONTAGE ROAD) FOR
 DF9440'1.6 KM TO COUNTY HIGHWAY KR (COUNTY LINE ROAD) AND THE STATION ON THE
 DF9440'LEFT.  ---NOTE---120TH AVENUE (WEST FRONTAGE ROAD) TURNS INTO SOUTH
 DF9440'SYLVANIA AVENUE IN RACINE COUNTY.  THE STATION IS A BRONZE WISCONSIN
 DF9440'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9440'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DF9440'AND ABOUT LEVEL WITH THE ROAD PAVEMENT. THE STATION IS 19.8 M WEST OF
 DF9440'THE CENTERLINE OF SOUTH SYLVANIA AVENUE, 34.2 M SOUTH-SOUTHEAST OF A
 DF9440'WOOD POST FOR A --APPLE HOLLER FARM COOKING-- SIGN, 24.3 M NORTHEAST
 DF9440'OF A WOOD POST FOR A --WEST COUNTY HIGHWAY KR-- SIGN, AND 22.1 M
 DF9440'NORTH-NORTHEAST OF THE CENTERLINE OF COUNTY HIGHWAY KR (COUNTY LINE
 DF9440'ROAD).    ---NOTE2---THE STATION IS NORTH, SOUTHEAST AND SOUTHWEST OF
 DF9440'THREE WHITE PLASTIC WITNESS POSTS. ---NOTE3---THIS STATION HAS NO
 DF9440'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE
 DF9440'HORIZION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9439 ***********************************************************************
 DF9439  DESIGNATION -  1Y04
 DF9439  PID         -  DF9439
 DF9439  STATE/COUNTY-  WI/RACINE
 DF9439  USGS QUAD   -  STURTEVANT (1994)
 DF9439
 DF9439                         *CURRENT SURVEY CONTROL
 DF9439  ___________________________________________________________________
 DF9439* NAD 83(1986)-  42 41 01.     (N)    087 57 15.     (W)     SCALED    
 DF9439* NAVD 88     -       227.461  (meters)     746.26   (feet)  ADJUSTED  
 DF9439  ___________________________________________________________________
 DF9439  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 DF9439  DYNAMIC HT  -         227.393 (meters)     746.04  (feet)  COMP
 DF9439  MODELED GRAV-     980,315.2   (mgal)                       NAVD 88
 DF9439
 DF9439  VERT ORDER  -  SECOND    CLASS I
 DF9439
 DF9439.The horizontal coordinates were scaled from a topographic map and have
 DF9439.an estimated accuracy of +/- 6 seconds.
 DF9439
 DF9439.The orthometric height was determined by differential leveling
 DF9439.and adjusted by the National Geodetic Survey in February 2004..
 DF9439
 DF9439.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 DF9439;SPC WI S     -    78,000.      767,660.      MT  (+/- 180 meters Scaled)
 DF9439
 DF9439                          SUPERSEDED SURVEY CONTROL
 DF9439
 DF9439.No superseded survey control is available for this station.
 DF9439
 DF9439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN218261(NAD 83)
 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 - 2001
 DF9439
 DF9439  HISTORY     - Date     Condition        Report By
 DF9439  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9538 ***********************************************************************
 DF9538  DESIGNATION -  1Y45
 DF9538  PID         -  DF9538
 DF9538  STATE/COUNTY-  WI/MILWAUKEE
 DF9538  USGS QUAD   -  HALES CORNERS (1994)
 DF9538
 DF9538                         *CURRENT SURVEY CONTROL
 DF9538  ___________________________________________________________________
 DF9538* NAD 83(1986)-  42 52 43.     (N)    088 01 39.     (W)     SCALED    
 DF9538* NAVD 88     -       238.312  (meters)     781.86   (feet)  ADJUSTED  
 DF9538  ___________________________________________________________________
 DF9538  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 DF9538  DYNAMIC HT  -         238.246 (meters)     781.65  (feet)  COMP
 DF9538  MODELED GRAV-     980,338.0   (mgal)                       NAVD 88
 DF9538
 DF9538  VERT ORDER  -  SECOND    CLASS I
 DF9538
 DF9538.The horizontal coordinates were scaled from a topographic map and have
 DF9538.an estimated accuracy of +/- 6 seconds.
 DF9538
 DF9538.The orthometric height was determined by differential leveling
 DF9538.and adjusted by the National Geodetic Survey in February 2004..
 DF9538
 DF9538.The geoid height was determined by GEOID03.
 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     -    99,510.      761,140.      MT  (+/- 180 meters Scaled)
 DF9538
 DF9538                          SUPERSEDED SURVEY CONTROL
 DF9538
 DF9538.No superseded survey control is available for this station.
 DF9538
 DF9538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN160478(NAD 83)
 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 - August 20, 2006
 DF9538
 DF9538  HISTORY     - Date     Condition        Report By
 DF9538  HISTORY     - 2001     MONUMENTED       WIDT
 DF9538  HISTORY     - 20060820 GOOD             USPSQD
 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 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9539 ***********************************************************************
 DF9539  DESIGNATION -  1Y46
 DF9539  PID         -  DF9539
 DF9539  STATE/COUNTY-  WI/MILWAUKEE
 DF9539  USGS QUAD   -  FRANKSVILLE (1994)
 DF9539
 DF9539                         *CURRENT SURVEY CONTROL
 DF9539  ___________________________________________________________________
 DF9539* NAD 83(1986)-  42 52 21.     (N)    087 59 42.     (W)     SCALED    
 DF9539* NAVD 88     -       210.969  (meters)     692.15   (feet)  ADJUSTED  
 DF9539  ___________________________________________________________________
 DF9539  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 DF9539  DYNAMIC HT  -         210.911 (meters)     691.96  (feet)  COMP
 DF9539  MODELED GRAV-     980,338.0   (mgal)                       NAVD 88
 DF9539
 DF9539  VERT ORDER  -  SECOND    CLASS I
 DF9539
 DF9539.The horizontal coordinates were scaled from a topographic map and have
 DF9539.an estimated accuracy of +/- 6 seconds.
 DF9539
 DF9539.The orthometric height was determined by differential leveling
 DF9539.and adjusted by the National Geodetic Survey in February 2004..
 DF9539
 DF9539.The geoid height was determined by GEOID03.
 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     -    98,900.      763,810.      MT  (+/- 180 meters Scaled)
 DF9539
 DF9539                          SUPERSEDED SURVEY CONTROL
 DF9539
 DF9539.No superseded survey control is available for this station.
 DF9539
 DF9539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN187471(NAD 83)
 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 - 2001
 DF9539
 DF9539  HISTORY     - Date     Condition        Report By
 DF9539  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9541 ***********************************************************************
 DF9541  DESIGNATION -  1Y47
 DF9541  PID         -  DF9541
 DF9541  STATE/COUNTY-  WI/MILWAUKEE
 DF9541  USGS QUAD   -  FRANKSVILLE (1994)
 DF9541
 DF9541                         *CURRENT SURVEY CONTROL
 DF9541  ___________________________________________________________________
 DF9541* NAD 83(1986)-  42 52 22.     (N)    087 56 12.     (W)     SCALED    
 DF9541* NAVD 88     -       212.399  (meters)     696.85   (feet)  ADJUSTED  
 DF9541  ___________________________________________________________________
 DF9541  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 DF9541  DYNAMIC HT  -         212.339 (meters)     696.65  (feet)  COMP
 DF9541  MODELED GRAV-     980,337.6   (mgal)                       NAVD 88
 DF9541
 DF9541  VERT ORDER  -  SECOND    CLASS I
 DF9541
 DF9541.The horizontal coordinates were scaled from a topographic map and have
 DF9541.an estimated accuracy of +/- 6 seconds.
 DF9541
 DF9541.The orthometric height was determined by differential leveling
 DF9541.and adjusted by the National Geodetic Survey in February 2004..
 DF9541
 DF9541.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 DF9541;SPC WI S     -    99,040.      768,570.      MT  (+/- 180 meters Scaled)
 DF9541
 DF9541                          SUPERSEDED SURVEY CONTROL
 DF9541
 DF9541.No superseded survey control is available for this station.
 DF9541
 DF9541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN234471(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9541+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9541
 DF9541  HISTORY     - Date     Condition        Report By
 DF9541  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0283 ***********************************************************************
 OM0283  DESIGNATION -  2
 OM0283  PID         -  OM0283
 OM0283  STATE/COUNTY-  WI/JEFFERSON
 OM0283  USGS QUAD   -  WATERTOWN (1971)
 OM0283
 OM0283                         *CURRENT SURVEY CONTROL
 OM0283  ___________________________________________________________________
 OM0283* NAD 83(1986)-  43 11 17.     (N)    088 43 33.     (W)     SCALED    
 OM0283* NAVD 88     -       245.651  (meters)     805.94   (feet)  ADJUSTED  
 OM0283  ___________________________________________________________________
 OM0283  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 OM0283  DYNAMIC HT  -         245.589 (meters)     805.74  (feet)  COMP
 OM0283  MODELED GRAV-     980,362.7   (mgal)                       NAVD 88
 OM0283
 OM0283  VERT ORDER  -  SECOND    CLASS 0
 OM0283
 OM0283.The horizontal coordinates were scaled from a topographic map and have
 OM0283.an estimated accuracy of +/- 6 seconds.
 OM0283
 OM0283.The orthometric height was determined by differential leveling
 OM0283.and adjusted by the National Geodetic Survey in June 1991..
 OM0283
 OM0283.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0283.See file dsdata.txt to determine how the superseded data were derived.
 OM0283
 OM0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN597831(NAD 83)
 OM0283_MARKER: DD = SURVEY DISK
 OM0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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             NGS
 OM0283  HISTORY     - 20060907 MARK NOT FOUND   USPSQD
 OM0283
 OM0283                          STATION DESCRIPTION
 OM0283
 OM0283'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 QO1466 ***********************************************************************
 QO1466  DESIGNATION -  2
 QO1466  PID         -  QO1466
 QO1466  STATE/COUNTY-  WI/ST CROIX
 QO1466  USGS QUAD   -  SOMERSET SOUTH (1974)
 QO1466
 QO1466                         *CURRENT SURVEY CONTROL
 QO1466  ___________________________________________________________________
 QO1466* NAD 83(1991)-  45 06 29.55165(N)    092 43 31.19005(W)     ADJUSTED  
 QO1466* NAVD 88     -       291.2    (meters)     955.     (feet)  VERTCON   
 QO1466  ___________________________________________________________________
 QO1466  LAPLACE CORR-         -13.53  (seconds)                    DEFLEC99
 QO1466  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 QO1466
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO1466
 QO1466.The geoid height was determined by GEOID03.
 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     -   0.99995877  x   0.99994889  =   0.99990767
 QO1466!UTM  15      -   0.99995877  x   0.99960574  =   0.99956453
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1466.See file dsdata.txt to determine how the superseded data were derived.
 QO1466
 QO1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2160795008(NAD 83)
 QO1466_MARKER: A = ALUMINUM MARKER
 QO1466_SETTING: 0 = UNSPECIFIED SETTING
 QO1466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1466
 QO1466  HISTORY     - Date     Condition        Report By
 QO1466  HISTORY     - 1973     MONUMENTED       WIDT
 QO1466  HISTORY     - 1974     GOOD             MNDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0462 ***********************************************************************
 PO0462  DESIGNATION -  2 FG
 PO0462  PID         -  PO0462
 PO0462  STATE/COUNTY-  WI/MONROE
 PO0462  USGS QUAD   -  ALDERWOOD LAKE (1983)
 PO0462
 PO0462                         *CURRENT SURVEY CONTROL
 PO0462  ___________________________________________________________________
 PO0462* NAD 83(1986)-  44 00 25.     (N)    090 42 29.     (W)     SCALED    
 PO0462* NAVD 88     -       258.149  (meters)     846.94   (feet)  ADJUSTED  
 PO0462  ___________________________________________________________________
 PO0462  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 PO0462  DYNAMIC HT  -         258.099 (meters)     846.78  (feet)  COMP
 PO0462  MODELED GRAV-     980,420.4   (mgal)                       NAVD 88
 PO0462
 PO0462  VERT ORDER  -  FIRST     CLASS II
 PO0462
 PO0462.The horizontal coordinates were scaled from a topographic map and have
 PO0462.an estimated accuracy of +/- 6 seconds.
 PO0462
 PO0462.The orthometric height was determined by differential leveling
 PO0462.and adjusted by the National Geodetic Survey in June 1991..
 PO0462
 PO0462.The geoid height was determined by GEOID03.
 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     -   223,200.      543,220.      MT  (+/- 180 meters Scaled)
 PO0462
 PO0462                          SUPERSEDED SURVEY CONTROL
 PO0462
 PO0462.No superseded survey control is available for this station.
 PO0462
 PO0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ837751(NAD 83)
 PO0462_MARKER: DB = BENCH MARK DISK
 PO0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0462_SP_SET: CONCRETE POST
 PO0462_STAMPING: 2 FG 1946 848
 PO0462_MARK LOGO: USGS  
 PO0462_PROJECTION: FLUSH
 PO0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0462+STABILITY: SURFACE MOTION
 PO0462_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PO0462+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2004
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0132 ***********************************************************************
 OL0132  DESIGNATION -  2 USLS
 OL0132  PID         -  OL0132
 OL0132  STATE/COUNTY-  WI/MILWAUKEE
 OL0132  USGS QUAD   -  MILWAUKEE (1971)
 OL0132
 OL0132                         *CURRENT SURVEY CONTROL
 OL0132  ___________________________________________________________________
 OL0132* NAD 83(1986)-  43 02 33.     (N)    087 54 18.     (W)     SCALED    
 OL0132* NAVD 88     -       193.584  (meters)     635.12   (feet)  ADJUSTED  
 OL0132  ___________________________________________________________________
 OL0132  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 OL0132  DYNAMIC HT  -         193.533 (meters)     634.95  (feet)  COMP
 OL0132  MODELED GRAV-     980,351.9   (mgal)                       NAVD 88
 OL0132
 OL0132  VERT ORDER  -  FIRST     CLASS II
 OL0132
 OL0132.The horizontal coordinates were scaled from a topographic map and have
 OL0132.an estimated accuracy of +/- 6 seconds.
 OL0132
 OL0132.The orthometric height was determined by differential leveling
 OL0132.and adjusted by the National Geodetic Survey in June 1991..
 OL0132
 OL0132.The geoid height was determined by GEOID03.
 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     -   117,960.      770,680.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0132.See file dsdata.txt to determine how the superseded data were derived.
 OL0132
 OL0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN262659(NAD 83)
 OL0132_MARKER: Z = SEE DESCRIPTION
 OL0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0132_SP_SET: 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             NGS
 OL0132  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 OL0132  HISTORY     - 20050305 MARK NOT FOUND   GEOCAC
 OL0132
 OL0132                          STATION DESCRIPTION
 OL0132
 OL0132'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 ON0424 ***********************************************************************
 ON0424  DESIGNATION -  20 GHC
 ON0424  PID         -  ON0424
 ON0424  STATE/COUNTY-  WI/VERNON
 ON0424  USGS QUAD   -  DE SOTO (1983)
 ON0424
 ON0424                         *CURRENT SURVEY CONTROL
 ON0424  ___________________________________________________________________
 ON0424* NAD 83(1986)-  43 25 49.     (N)    091 12 18.     (W)     SCALED    
 ON0424* NAVD 88     -       199.082  (meters)     653.15   (feet)  ADJUSTED  
 ON0424  ___________________________________________________________________
 ON0424  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 ON0424  DYNAMIC HT  -         199.043 (meters)     653.03  (feet)  COMP
 ON0424  MODELED GRAV-     980,419.5   (mgal)                       NAVD 88
 ON0424
 ON0424  VERT ORDER  -  FIRST     CLASS I
 ON0424
 ON0424.The horizontal coordinates were scaled from a topographic map and have
 ON0424.an estimated accuracy of +/- 6 seconds.
 ON0424
 ON0424.The orthometric height was determined by differential leveling
 ON0424.and adjusted by the National Geodetic Survey in June 1991..
 ON0424
 ON0424.The geoid height was determined by GEOID03.
 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     -   159,600.      502,440.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0424.See file dsdata.txt to determine how the superseded data were derived.
 ON0424
 ON0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ452101(NAD 83)
 ON0424_MARKER: DD = SURVEY DISK
 ON0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0424_SP_SET: 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 - April 12, 2004
 ON0424
 ON0424  HISTORY     - Date     Condition        Report By
 ON0424  HISTORY     - 1965     MONUMENTED       USGS
 ON0424  HISTORY     - 1970     GOOD             NGS
 ON0424  HISTORY     - 20040412 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0899 ***********************************************************************
 NH0899  DESIGNATION -  20 MDD
 NH0899  PID         -  NH0899
 NH0899  STATE/COUNTY-  WI/LAFAYETTE
 NH0899  USGS QUAD   -  SOUTH WAYNE (1962)
 NH0899
 NH0899                         *CURRENT SURVEY CONTROL
 NH0899  ___________________________________________________________________
 NH0899* NAD 83(1986)-  42 33 04.     (N)    089 59 06.     (W)     SCALED    
 NH0899* NAVD 88     -       292.445  (meters)     959.46   (feet)  ADJUSTED  
 NH0899  ___________________________________________________________________
 NH0899  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 NH0899  DYNAMIC HT  -         292.351 (meters)     959.15  (feet)  COMP
 NH0899  MODELED GRAV-     980,292.5   (mgal)                       NAVD 88
 NH0899
 NH0899  VERT ORDER  -  THIRD
 NH0899
 NH0899.The horizontal coordinates were scaled from a topographic map and have
 NH0899.an estimated accuracy of +/- 6 seconds.
 NH0899
 NH0899.The orthometric height was determined by differential leveling
 NH0899.and adjusted by the National Geodetic Survey in June 1991..
 NH0899
 NH0899.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0899.See file dsdata.txt to determine how the superseded data were derived.
 NH0899
 NH0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN549152(NAD 83)
 NH0899_MARKER: DB = BENCH MARK DISK
 NH0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0899_SP_SET: CONCRETE POST
 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
 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 = OCTOBER  7, 2006
 AF9924 ***********************************************************************
 AF9924  DESIGNATION -  200 WAVERLY GPS
 AF9924  PID         -  AF9924
 AF9924  STATE/COUNTY-  WI/ASHLAND
 AF9924  USGS QUAD   -  CEDAR (1975)
 AF9924
 AF9924                         *CURRENT SURVEY CONTROL
 AF9924  ___________________________________________________________________
 AF9924* NAD 83(1997)-  46 35 38.63705(N)    090 37 01.31415(W)     ADJUSTED  
 AF9924* NAVD 88     -       204.7    (meters)     672.     (feet)  GPS OBS   
 AF9924  ___________________________________________________________________
 AF9924  X           -     -47,283.573 (meters)                     COMP
 AF9924  Y           -  -4,390,446.097 (meters)                     COMP
 AF9924  Z           -   4,610,997.696 (meters)                     COMP
 AF9924  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 AF9924  ELLIP HEIGHT-         173.04  (meters)          (12/26/02) GPS OBS
 AF9924  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 AF9924
 AF9924  HORZ ORDER  -  FIRST
 AF9924  ELLP ORDER  -  THIRD     CLASS II
 AF9924
 AF9924.The horizontal coordinates were established by GPS observations
 AF9924.and adjusted by the National Geodetic Survey in December 2002..
 AF9924
 AF9924.The orthometric height was determined by GPS observations and a
 AF9924.high-resolution geoid model.
 AF9924
 AF9924.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9924
 AF9924.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9924
 AF9924.The ellipsoidal height was determined by GPS observations
 AF9924.and is referenced to NAD 83.
 AF9924
 AF9924.The geoid height was determined by GEOID03.
 AF9924
 AF9924;                    North         East     Units Scale Factor Converg.
 AF9924;SPC WI N     -   158,835.002   552,718.545   MT  0.99997301   -0 26 42.4
 AF9924;SPC WI N     -   521,111.17  1,813,377.43   sFT  0.99997301   -0 26 42.4
 AF9924;UTM  15      - 5,162,814.163   682,531.214   MT  1.00000954   +1 43 54.2
 AF9924
 AF9924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9924!SPC WI N     -   0.99997288  x   0.99997301  =   0.99994589
 AF9924!UTM  15      -   0.99997288  x   1.00000954  =   0.99998242
 AF9924
 AF9924                          SUPERSEDED SURVEY CONTROL
 AF9924
 AF9924  NAD 83(1991)-  46 35 38.63700(N)    090 37 01.31247(W) AD(       ) 1
 AF9924  ELLIP H (04/30/98)  173.03   (m)                       GP(       ) 3 2
 AF9924
 AF9924.Superseded values are not recommended for survey control.
 AF9924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9924.See file dsdata.txt to determine how the superseded data were derived.
 AF9924
 AF9924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM8253162814(NAD 83)
 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 = OCTOBER  7, 2006
 AF9949 ***********************************************************************
 AF9949  DESIGNATION -  202 MARENGO VALLEY GPS
 AF9949  PID         -  AF9949
 AF9949  STATE/COUNTY-  WI/ASHLAND
 AF9949  USGS QUAD   -  MARENGO (1984)
 AF9949
 AF9949                         *CURRENT SURVEY CONTROL
 AF9949  ___________________________________________________________________
 AF9949* NAD 83(1997)-  46 26 34.73578(N)    090 50 24.06061(W)     ADJUSTED  
 AF9949* NAVD 88     -       244.8    (meters)     803.     (feet)  GPS OBS   
 AF9949  ___________________________________________________________________
 AF9949  X           -     -64,549.090 (meters)                     COMP
 AF9949  Y           -  -4,402,442.057 (meters)                     COMP
 AF9949  Z           -   4,599,470.124 (meters)                     COMP
 AF9949  LAPLACE CORR-          -4.43  (seconds)                    DEFLEC99
 AF9949  ELLIP HEIGHT-         213.74  (meters)          (12/26/02) GPS OBS
 AF9949  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 AF9949
 AF9949  HORZ ORDER  -  FIRST
 AF9949  ELLP ORDER  -  THIRD     CLASS II
 AF9949
 AF9949.The horizontal coordinates were established by GPS observations
 AF9949.and adjusted by the National Geodetic Survey in December 2002..
 AF9949
 AF9949.The orthometric height was determined by GPS observations and a
 AF9949.high-resolution geoid model.
 AF9949
 AF9949.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9949
 AF9949.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9949
 AF9949.The ellipsoidal height was determined by GPS observations
 AF9949.and is referenced to NAD 83.
 AF9949
 AF9949.The geoid height was determined by GEOID03.
 AF9949
 AF9949;                    North         East     Units Scale Factor Converg.
 AF9949;SPC WI N     -   142,198.584   535,454.744   MT  0.99995686   -0 36 21.5
 AF9949;SPC WI N     -   466,529.85  1,756,737.77   sFT  0.99995686   -0 36 21.5
 AF9949;UTM  15      - 5,145,534.625   665,910.829   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  =   0.99990487
 AF9949
 AF9949                          SUPERSEDED SURVEY CONTROL
 AF9949
 AF9949  NAD 83(1991)-  46 26 34.73567(N)    090 50 24.05898(W) AD(       ) 1
 AF9949
 AF9949.Superseded values are not recommended for survey control.
 AF9949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9949.See file dsdata.txt to determine how the superseded data were derived.
 AF9949
 AF9949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6591145535(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0217 ***********************************************************************
 ON0217  DESIGNATION -  203
 ON0217  PID         -  ON0217
 ON0217  STATE/COUNTY-  WI/VERNON
 ON0217  USGS QUAD   -  GENOA (1983)
 ON0217
 ON0217                         *CURRENT SURVEY CONTROL
 ON0217  ___________________________________________________________________
 ON0217* NAD 83(1986)-  43 34 28.     (N)    091 13 35.     (W)     SCALED    
 ON0217* NAVD 88     -       200.029  (meters)     656.26   (feet)  ADJUSTED  
 ON0217  ___________________________________________________________________
 ON0217  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 ON0217  DYNAMIC HT  -         199.992 (meters)     656.14  (feet)  COMP
 ON0217  MODELED GRAV-     980,428.4   (mgal)                       NAVD 88
 ON0217
 ON0217  VERT ORDER  -  FIRST     CLASS I
 ON0217
 ON0217.The horizontal coordinates were scaled from a topographic map and have
 ON0217.an estimated accuracy of +/- 6 seconds.
 ON0217
 ON0217.The orthometric height was determined by differential leveling
 ON0217.and adjusted by the National Geodetic Survey in June 1991..
 ON0217
 ON0217.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0217.See file dsdata.txt to determine how the superseded data were derived.
 ON0217
 ON0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ432261(NAD 83)
 ON0217_MARKER: B = BOLT
 ON0217_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ON0217_SP_SET: STEP
 ON0217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0217
 ON0217  HISTORY     - Date     Condition        Report By
 ON0217  HISTORY     - UNK      MONUMENTED       DOD
 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 = OCTOBER  7, 2006
 AF9925 ***********************************************************************
 AF9925  DESIGNATION -  203 HIGHBRIDGE GPS
 AF9925  PID         -  AF9925
 AF9925  STATE/COUNTY-  WI/ASHLAND
 AF9925  USGS QUAD   -  HIGH BRIDGE (1984)
 AF9925
 AF9925                         *CURRENT SURVEY CONTROL
 AF9925  ___________________________________________________________________
 AF9925* NAD 83(1997)-  46 23 07.18341(N)    090 44 13.36431(W)     ADJUSTED  
 AF9925* NAVD 88     -       325.5    (meters)    1068.     (feet)  GPS OBS   
 AF9925  ___________________________________________________________________
 AF9925  X           -     -56,697.415 (meters)                     COMP
 AF9925  Y           -  -4,407,248.675 (meters)                     COMP
 AF9925  Z           -   4,595,110.157 (meters)                     COMP
 AF9925  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 AF9925  ELLIP HEIGHT-         294.70  (meters)          (12/26/02) GPS OBS
 AF9925  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 AF9925
 AF9925  HORZ ORDER  -  FIRST
 AF9925  ELLP ORDER  -  THIRD     CLASS II
 AF9925
 AF9925.The horizontal coordinates were established by GPS observations
 AF9925.and adjusted by the National Geodetic Survey in December 2002..
 AF9925
 AF9925.The orthometric height was determined by GPS observations and a
 AF9925.high-resolution geoid model.
 AF9925
 AF9925.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9925
 AF9925.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9925
 AF9925.The ellipsoidal height was determined by GPS observations
 AF9925.and is referenced to NAD 83.
 AF9925
 AF9925.The geoid height was determined by GEOID03.
 AF9925
 AF9925;                    North         East     Units Scale Factor Converg.
 AF9925;SPC WI N     -   135,711.879   543,307.140   MT  0.99995254   -0 31 54.1
 AF9925;SPC WI N     -   445,248.06  1,782,500.18   sFT  0.99995254   -0 31 54.1
 AF9925;UTM  15      - 5,139,350.046   674,003.329   MT  0.99997219   +1 38 19.6
 AF9925
 AF9925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9925!SPC WI N     -   0.99995380  x   0.99995254  =   0.99990635
 AF9925!UTM  15      -   0.99995380  x   0.99997219  =   0.99992600
 AF9925
 AF9925                          SUPERSEDED SURVEY CONTROL
 AF9925
 AF9925  NAD 83(1991)-  46 23 07.18328(N)    090 44 13.36281(W) AD(       ) 1
 AF9925
 AF9925.Superseded values are not recommended for survey control.
 AF9925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9925.See file dsdata.txt to determine how the superseded data were derived.
 AF9925
 AF9925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM7400339350(NAD 83)
 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 - 1996
 AF9925
 AF9925  HISTORY     - Date     Condition        Report By
 AF9925  HISTORY     - 1996     MONUMENTED       WI-003
 AF9925  HISTORY     - 20031003 MARK NOT FOUND   USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3491 ***********************************************************************
 AA3491  DESIGNATION -  203 RESET
 AA3491  PID         -  AA3491
 AA3491  STATE/COUNTY-  WI/BROWN
 AA3491  USGS QUAD   -  GENOA (1983)
 AA3491
 AA3491                         *CURRENT SURVEY CONTROL
 AA3491  ___________________________________________________________________
 AA3491* NAD 83(1986)-  43 34 28.     (N)    091 13 35.     (W)     SCALED    
 AA3491* NAVD 88     -       199.72   (+/-2cm)     655.2    (feet)  VERTCON   
 AA3491  ___________________________________________________________________
 AA3491  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 AA3491
 AA3491  VERT ORDER  -  THIRD (See Below)
 AA3491
 AA3491.The horizontal coordinates were scaled from a topographic map and have
 AA3491.an estimated accuracy of +/- 6 seconds.
 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.The vertical order pertains to the NGVD 29 superseded value.
 AA3491
 AA3491.The geoid height was determined by GEOID03.
 AA3491
 AA3491;                    North         East    Units  Estimated Accuracy
 AA3491;SPC WI C     -   -28,020.      500,920.      MT  (+/- 180 meters Scaled)
 AA3491
 AA3491                          SUPERSEDED SURVEY CONTROL
 AA3491
 AA3491  NGVD 29 (09/01/04)  199.75   (m)          655.3    (f) RESET       3  
 AA3491
 AA3491.Superseded values are not recommended for survey control.
 AA3491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3491.See file dsdata.txt to determine how the superseded data were derived.
 AA3491
 AA3491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ432261(NAD 83)
 AA3491_MARKER: DB = BENCH MARK DISK
 AA3491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3491_STAMPING: C+GS+SS 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 = OCTOBER  7, 2006
 AF9966 ***********************************************************************
 AF9966  DESIGNATION -  205 DRYDEN CREEK GPS
 AF9966  PID         -  AF9966
 AF9966  STATE/COUNTY-  WI/ASHLAND
 AF9966  USGS QUAD   -  GLIDDEN (1984)
 AF9966
 AF9966                         *CURRENT SURVEY CONTROL
 AF9966  ___________________________________________________________________
 AF9966* NAD 83(1997)-  46 12 59.58306(N)    090 31 05.71168(W)     ADJUSTED  
 AF9966* NAVD 88     -       479.8    (meters)    1574.     (feet)  GPS OBS   
 AF9966  ___________________________________________________________________
 AF9966  X           -     -39,990.971 (meters)                     COMP
 AF9966  Y           -  -4,421,103.794 (meters)                     COMP
 AF9966  Z           -   4,582,259.841 (meters)                     COMP
 AF9966  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 AF9966  ELLIP HEIGHT-         449.30  (meters)          (12/26/02) GPS OBS
 AF9966  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 AF9966
 AF9966  HORZ ORDER  -  FIRST
 AF9966  ELLP ORDER  -  THIRD     CLASS II
 AF9966
 AF9966.The horizontal coordinates were established by GPS observations
 AF9966.and adjusted by the National Geodetic Survey in December 2002..
 AF9966
 AF9966.The orthometric height was determined by GPS observations and a
 AF9966.high-resolution geoid model.
 AF9966
 AF9966.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9966
 AF9966.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9966
 AF9966.The ellipsoidal height was determined by GPS observations
 AF9966.and is referenced to NAD 83.
 AF9966
 AF9966.The geoid height was determined by GEOID03.
 AF9966
 AF9966;                    North         East     Units Scale Factor Converg.
 AF9966;SPC WI N     -   116,819.380   560,013.750   MT  0.99994571   -0 22 25.9
 AF9966;SPC WI N     -   383,264.92  1,837,311.78   sFT  0.99994571   -0 22 25.9
 AF9966;UTM  15      - 5,121,102.051   691,413.878   MT  1.00005042   +1 47 32.2
 AF9966
 AF9966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9966!SPC WI N     -   0.99992957  x   0.99994571  =   0.99987528
 AF9966!UTM  15      -   0.99992957  x   1.00005042  =   0.99997999
 AF9966
 AF9966                          SUPERSEDED SURVEY CONTROL
 AF9966
 AF9966  NAD 83(1991)-  46 12 59.58273(N)    090 31 05.71049(W) AD(       ) 1
 AF9966  ELLIP H (04/30/98)  449.31   (m)                       GP(       ) 3 2
 AF9966
 AF9966.Superseded values are not recommended for survey control.
 AF9966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9966.See file dsdata.txt to determine how the superseded data were derived.
 AF9966
 AF9966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM9141421102(NAD 83)
 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 = OCTOBER  7, 2006
 ON0437 ***********************************************************************
 ON0437  DESIGNATION -  206 BOLT
 ON0437  PID         -  ON0437
 ON0437  STATE/COUNTY-  WI/VERNON
 ON0437  USGS QUAD   -  DE SOTO (1983)
 ON0437
 ON0437                         *CURRENT SURVEY CONTROL
 ON0437  ___________________________________________________________________
 ON0437* NAD 83(1986)-  43 29 37.     (N)    091 12 56.     (W)     SCALED    
 ON0437* NAVD 88     -       194.501  (meters)     638.13   (feet)  ADJUSTED  
 ON0437  ___________________________________________________________________
 ON0437  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 ON0437  DYNAMIC HT  -         194.464 (meters)     638.00  (feet)  COMP
 ON0437  MODELED GRAV-     980,422.8   (mgal)                       NAVD 88
 ON0437
 ON0437  VERT ORDER  -  FIRST     CLASS I
 ON0437
 ON0437.The horizontal coordinates were scaled from a topographic map and have
 ON0437.an estimated accuracy of +/- 6 seconds.
 ON0437
 ON0437.The orthometric height was determined by differential leveling
 ON0437.and adjusted by the National Geodetic Survey in June 1991..
 ON0437
 ON0437.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0437.See file dsdata.txt to determine how the superseded data were derived.
 ON0437
 ON0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ442171(NAD 83)
 ON0437_MARKER: B = BOLT
 ON0437_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ON0437_SP_SET: METAL PIPE DRIVEN INTO GROUND
 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 = OCTOBER  7, 2006
 ON0436 ***********************************************************************
 ON0436  DESIGNATION -  206 CAP
 ON0436  PID         -  ON0436
 ON0436  STATE/COUNTY-  WI/VERNON
 ON0436  USGS QUAD   -  DE SOTO (1983)
 ON0436
 ON0436                         *CURRENT SURVEY CONTROL
 ON0436  ___________________________________________________________________
 ON0436* NAD 83(1986)-  43 29 37.     (N)    091 12 54.     (W)     SCALED    
 ON0436* NAVD 88     -       195.728  (meters)     642.15   (feet)  ADJUSTED  
 ON0436  ___________________________________________________________________
 ON0436  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 ON0436  DYNAMIC HT  -         195.690 (meters)     642.03  (feet)  COMP
 ON0436  MODELED GRAV-     980,422.8   (mgal)                       NAVD 88
 ON0436
 ON0436  VERT ORDER  -  FIRST     CLASS I
 ON0436
 ON0436.The horizontal coordinates were scaled from a topographic map and have
 ON0436.an estimated accuracy of +/- 6 seconds.
 ON0436
 ON0436.The orthometric height was determined by differential leveling
 ON0436.and adjusted by the National Geodetic Survey in June 1991..
 ON0436
 ON0436.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0436.See file dsdata.txt to determine how the superseded data were derived.
 ON0436
 ON0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ443171(NAD 83)
 ON0436_MARKER: P = PIPE CAP
 ON0436_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ON0436_SP_SET: METAL PIPE DRIVEN INTO GROUND
 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 = OCTOBER  7, 2006
 AF9952 ***********************************************************************
 AF9952  DESIGNATION -  206 MARENGO DUMP GPS
 AF9952  PID         -  AF9952
 AF9952  STATE/COUNTY-  WI/ASHLAND
 AF9952  USGS QUAD   -  SANBORN (1984)
 AF9952
 AF9952                         *CURRENT SURVEY CONTROL
 AF9952  ___________________________________________________________________
 AF9952* NAD 83(1997)-  46 22 49.85810(N)    090 54 10.06977(W)     ADJUSTED  
 AF9952* NAVD 88     -       335.7    (meters)    1101.     (feet)  GPS OBS   
 AF9952  ___________________________________________________________________
 AF9952  X           -     -69,453.149 (meters)                     COMP
 AF9952  Y           -  -4,407,460.671 (meters)                     COMP
 AF9952  Z           -   4,594,748.656 (meters)                     COMP
 AF9952  LAPLACE CORR-          -5.99  (seconds)                    DEFLEC99
 AF9952  ELLIP HEIGHT-         305.13  (meters)          (12/26/02) GPS OBS
 AF9952  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 AF9952
 AF9952  HORZ ORDER  -  FIRST
 AF9952  ELLP ORDER  -  THIRD     CLASS II
 AF9952
 AF9952.The horizontal coordinates were established by GPS observations
 AF9952.and adjusted by the National Geodetic Survey in December 2002..
 AF9952
 AF9952.The orthometric height was determined by GPS observations and a
 AF9952.high-resolution geoid model.
 AF9952
 AF9952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9952
 AF9952.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9952
 AF9952.The ellipsoidal height was determined by GPS observations
 AF9952.and is referenced to NAD 83.
 AF9952
 AF9952.The geoid height was determined by GEOID03.
 AF9952
 AF9952;                    North         East     Units Scale Factor Converg.
 AF9952;SPC WI N     -   135,308.590   530,552.107   MT  0.99995223   -0 39 04.5
 AF9952;SPC WI N     -   443,924.93  1,740,653.04   sFT  0.99995223   -0 39 04.5
 AF9952;UTM  15      - 5,138,464.058   661,272.801   MT  0.99991972   +1 31 06.8
 AF9952
 AF9952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9952!SPC WI N     -   0.99995217  x   0.99995223  =   0.99990440
 AF9952!UTM  15      -   0.99995217  x   0.99991972  =   0.99987189
 AF9952
 AF9952                          SUPERSEDED SURVEY CONTROL
 AF9952
 AF9952  NAD 83(1991)-  46 22 49.85799(N)    090 54 10.06823(W) AD(       ) 1
 AF9952
 AF9952.Superseded values are not recommended for survey control.
 AF9952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9952.See file dsdata.txt to determine how the superseded data were derived.
 AF9952
 AF9952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6127338464(NAD 83)
 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 = OCTOBER  7, 2006
 PN0628 ***********************************************************************
 PN0628  DESIGNATION -  2060
 PN0628  PID         -  PN0628
 PN0628  STATE/COUNTY-  WI/BROWN
 PN0628  USGS QUAD   -  DE PERE (1992)
 PN0628
 PN0628                         *CURRENT SURVEY CONTROL
 PN0628  ___________________________________________________________________
 PN0628* NAD 83(1986)-  44 25 17.     (N)    088 05 12.     (W)     SCALED    
 PN0628* NAVD 88     -       188.050  (meters)     616.96   (feet)  ADJUSTED  
 PN0628  ___________________________________________________________________
 PN0628  GEOID HEIGHT-         -36.18  (meters)                     GEOID03
 PN0628  DYNAMIC HT  -         188.024 (meters)     616.88  (feet)  COMP
 PN0628  MODELED GRAV-     980,478.8   (mgal)                       NAVD 88
 PN0628
 PN0628  VERT ORDER  -  FIRST     CLASS 0
 PN0628
 PN0628.The horizontal coordinates were scaled from a topographic map and have
 PN0628.an estimated accuracy of +/- 6 seconds.
 PN0628
 PN0628.The orthometric height was determined by differential leveling
 PN0628.and adjusted by the National Geodetic Survey in June 1991..
 PN0628
 PN0628.The geoid height was determined by GEOID03.
 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     -    67,140.      752,350.      MT  (+/- 180 meters Scaled)
 PN0628
 PN0628                          SUPERSEDED SURVEY CONTROL
 PN0628
 PN0628.No superseded survey control is available for this station.
 PN0628
 PN0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ134192(NAD 83)
 PN0628_MARKER: I = METAL ROD
 PN0628_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PN0628_SP_SET: COPPER-CLAD STEEL ROD
 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 = OCTOBER  7, 2006
 AF9961 ***********************************************************************
 AF9961  DESIGNATION -  207 COSY VALLEY GPS
 AF9961  PID         -  AF9961
 AF9961  STATE/COUNTY-  WI/ASHLAND
 AF9961  USGS QUAD   -  GURNEY (1984)
 AF9961
 AF9961                         *CURRENT SURVEY CONTROL
 AF9961  ___________________________________________________________________
 AF9961* NAD 83(1997)-  46 24 32.25659(N)    090 34 10.18912(W)     ADJUSTED  
 AF9961* NAVD 88     -       356.9    (meters)    1171.     (feet)  GPS OBS   
 AF9961  ___________________________________________________________________
 AF9961  X           -     -43,790.488 (meters)                     COMP
 AF9961  Y           -  -4,405,515.120 (meters)                     COMP
 AF9961  Z           -   4,596,944.641 (meters)                     COMP
 AF9961  LAPLACE CORR-           4.62  (seconds)                    DEFLEC99
 AF9961  ELLIP HEIGHT-         326.15  (meters)          (12/26/02) GPS OBS
 AF9961  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 AF9961
 AF9961  HORZ ORDER  -  FIRST
 AF9961  ELLP ORDER  -  THIRD     CLASS II
 AF9961
 AF9961.The horizontal coordinates were established by GPS observations
 AF9961.and adjusted by the National Geodetic Survey in December 2002..
 AF9961
 AF9961.The orthometric height was determined by GPS observations and a
 AF9961.high-resolution geoid model.
 AF9961
 AF9961.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9961
 AF9961.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9961
 AF9961.The ellipsoidal height was determined by GPS observations
 AF9961.and is referenced to NAD 83.
 AF9961
 AF9961.The geoid height was determined by GEOID03.
 AF9961
 AF9961;                    North         East     Units Scale Factor Converg.
 AF9961;SPC WI N     -   138,232.537   556,213.407   MT  0.99995419   -0 24 38.9
 AF9961;SPC WI N     -   453,517.92  1,824,843.49   sFT  0.99995419   -0 24 38.9
 AF9961;UTM  15      - 5,142,357.967   686,805.440   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  =   0.99997784
 AF9961
 AF9961                          SUPERSEDED SURVEY CONTROL
 AF9961
 AF9961  NAD 83(1991)-  46 24 32.25647(N)    090 34 10.18756(W) AD(       ) 1
 AF9961
 AF9961.Superseded values are not recommended for survey control.
 AF9961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9961.See file dsdata.txt to determine how the superseded data were derived.
 AF9961
 AF9961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM8680542358(NAD 83)
 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 = OCTOBER  7, 2006
 AF9972 ***********************************************************************
 AF9972  DESIGNATION -  209 STOCK FARM ROAD GPS
 AF9972  PID         -  AF9972
 AF9972  STATE/COUNTY-  WI/ASHLAND
 AF9972  USGS QUAD   -  CLAM LAKE SE (1981)
 AF9972
 AF9972                         *CURRENT SURVEY CONTROL
 AF9972  ___________________________________________________________________
 AF9972* NAD 83(1997)-  46 02 14.27624(N)    090 51 05.38318(W)     ADJUSTED  
 AF9972* NAVD 88     -       446.8    (meters)    1466.     (feet)  GPS OBS   
 AF9972  ___________________________________________________________________
 AF9972  X           -     -65,917.175 (meters)                     COMP
 AF9972  Y           -  -4,435,136.356 (meters)                     COMP
 AF9972  Z           -   4,568,426.458 (meters)                     COMP
 AF9972  LAPLACE CORR-          -4.65  (seconds)                    DEFLEC99
 AF9972  ELLIP HEIGHT-         416.71  (meters)          (12/26/02) GPS OBS
 AF9972  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 AF9972
 AF9972  HORZ ORDER  -  FIRST
 AF9972  ELLP ORDER  -  THIRD     CLASS II
 AF9972
 AF9972.The horizontal coordinates were established by GPS observations
 AF9972.and adjusted by the National Geodetic Survey in December 2002..
 AF9972
 AF9972.The orthometric height was determined by GPS observations and a
 AF9972.high-resolution geoid model.
 AF9972
 AF9972.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9972
 AF9972.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9972
 AF9972.The ellipsoidal height was determined by GPS observations
 AF9972.and is referenced to NAD 83.
 AF9972
 AF9972.The geoid height was determined by GEOID03.
 AF9972
 AF9972;                    North         East     Units Scale Factor Converg.
 AF9972;SPC WI N     -    97,118.775   534,089.392   MT  0.99994793   -0 36 51.3
 AF9972;SPC WI N     -   318,630.51  1,752,258.28   sFT  0.99994793   -0 36 51.3
 AF9972;UTM  15      - 5,100,435.837   666,250.509   MT  0.99993979   +1 32 48.6
 AF9972
 AF9972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9972!SPC WI N     -   0.99993468  x   0.99994793  =   0.99988261
 AF9972!UTM  15      -   0.99993468  x   0.99993979  =   0.99987447
 AF9972
 AF9972                          SUPERSEDED SURVEY CONTROL
 AF9972
 AF9972  NAD 83(1991)-  46 02 14.27595(N)    090 51 05.38212(W) AD(       ) 1
 AF9972
 AF9972.Superseded values are not recommended for survey control.
 AF9972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9972.See file dsdata.txt to determine how the superseded data were derived.
 AF9972
 AF9972_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6625100436(NAD 83)
 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 SUITABLE FOR
 AF9972+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AF9972
 AF9972  HISTORY     - Date     Condition        Report By
 AF9972  HISTORY     - 1996     MONUMENTED       WI-003
 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)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5412 ***********************************************************************
 DH5412  DESIGNATION -  21 173W
 DH5412  PID         -  DH5412
 DH5412  STATE/COUNTY-  WI/MONROE
 DH5412  USGS QUAD   -  CITY ROCK (1983)
 DH5412
 DH5412                         *CURRENT SURVEY CONTROL
 DH5412  ___________________________________________________________________
 DH5412* NAD 83(1997)-  43 56 32.72040(N)    090 44 48.88865(W)     ADJUSTED  
 DH5412* NAVD 88     -                                                        
 DH5412  ___________________________________________________________________
 DH5412  X           -     -59,965.440 (meters)                     COMP
 DH5412  Y           -  -4,599,691.885 (meters)                     COMP
 DH5412  Z           -   4,403,645.994 (meters)                     COMP
 DH5412  LAPLACE CORR-          -6.47  (seconds)                    DEFLEC99
 DH5412  ELLIP HEIGHT-         228.59  (meters)          (08/01/05) GPS OBS
 DH5412  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 DH5412
 DH5412  HORZ ORDER  -  FIRST
 DH5412  ELLP ORDER  -  SECOND    CLASS I
 DH5412
 DH5412.The horizontal coordinates were established by GPS observations
 DH5412.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5412
 DH5412
 DH5412.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5412
 DH5412.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5412
 DH5412.The ellipsoidal height was determined by GPS observations
 DH5412.and is referenced to NAD 83.
 DH5412
 DH5412.The geoid height was determined by GEOID03.
 DH5412
 DH5412;                    North         East     Units Scale Factor Converg.
 DH5412;SPC WI S     -   216,058.199   540,037.180   MT  0.99997713   -0 30 47.5
 DH5412;SPC WI S     -   708,850.94  1,771,771.98   sFT  0.99997713   -0 30 47.5
 DH5412;UTM  15      - 4,867,945.562   680,815.597   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                          SUPERSEDED SURVEY CONTROL
 DH5412
 DH5412.No superseded survey control is available for this station.
 DH5412
 DH5412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ8081667946(NAD 83)
 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 - February 27, 2003
 DH5412
 DH5412  HISTORY     - Date     Condition        Report By
 DH5412  HISTORY     - 1996     MONUMENTED       WI-081
 DH5412  HISTORY     - 20030227 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0432 ***********************************************************************
 ON0432  DESIGNATION -  21 GHC
 ON0432  PID         -  ON0432
 ON0432  STATE/COUNTY-  WI/VERNON
 ON0432  USGS QUAD   -  DE SOTO (1983)
 ON0432
 ON0432                         *CURRENT SURVEY CONTROL
 ON0432  ___________________________________________________________________
 ON0432* NAD 83(1986)-  43 28 15.     (N)    091 12 54.     (W)     SCALED    
 ON0432* NAVD 88     -       200.497  (meters)     657.80   (feet)  ADJUSTED  
 ON0432  ___________________________________________________________________
 ON0432  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 ON0432  DYNAMIC HT  -         200.458 (meters)     657.67  (feet)  COMP
 ON0432  MODELED GRAV-     980,421.1   (mgal)                       NAVD 88
 ON0432
 ON0432  VERT ORDER  -  FIRST     CLASS I
 ON0432
 ON0432.The horizontal coordinates were scaled from a topographic map and have
 ON0432.an estimated accuracy of +/- 6 seconds.
 ON0432
 ON0432.The orthometric height was determined by differential leveling
 ON0432.and adjusted by the National Geodetic Survey in June 1991..
 ON0432
 ON0432.The geoid height was determined by GEOID03.
 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     -   164,110.      501,700.      MT  (+/- 180 meters Scaled)
 ON0432
 ON0432                          SUPERSEDED SURVEY CONTROL
 ON0432
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0432.See file dsdata.txt to determine how the superseded data were derived.
 ON0432
 ON0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ443146(NAD 83)
 ON0432_MARKER: DD = SURVEY DISK
 ON0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0432_STAMPING: 21 GHC 1965 658
 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 NOT SUITABLE FOR
 ON0432+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2004
 ON0432
 ON0432  HISTORY     - Date     Condition        Report By
 ON0432  HISTORY     - 1965     MONUMENTED       USGS
 ON0432  HISTORY     - 1970     GOOD             NGS
 ON0432  HISTORY     - 20040412 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0468 ***********************************************************************
 NJ0468  DESIGNATION -  21 T
 NJ0468  PID         -  NJ0468
 NJ0468  STATE/COUNTY-  WI/GRANT
 NJ0468  USGS QUAD   -  BAGLEY (1962)
 NJ0468
 NJ0468                         *CURRENT SURVEY CONTROL
 NJ0468  ___________________________________________________________________
 NJ0468* NAD 83(1986)-  42 54 40.     (N)    091 06 28.     (W)     SCALED    
 NJ0468* NAVD 88     -       192.905  (meters)     632.89   (feet)  ADJUSTED  
 NJ0468  ___________________________________________________________________
 NJ0468  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 NJ0468  DYNAMIC HT  -         192.856 (meters)     632.73  (feet)  COMP
 NJ0468  MODELED GRAV-     980,363.9   (mgal)                       NAVD 88
 NJ0468
 NJ0468  VERT ORDER  -  FIRST     CLASS I
 NJ0468
 NJ0468.The horizontal coordinates were scaled from a topographic map and have
 NJ0468.an estimated accuracy of +/- 6 seconds.
 NJ0468
 NJ0468.The orthometric height was determined by differential leveling
 NJ0468.and adjusted by the National Geodetic Survey in June 1991..
 NJ0468
 NJ0468.The geoid height was determined by GEOID03.
 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     -   101,820.      509,550.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0468.See file dsdata.txt to determine how the superseded data were derived.
 NJ0468
 NJ0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH544526(NAD 83)
 NJ0468_MARKER: DD = SURVEY DISK
 NJ0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0468_STAMPING: 21 T 1961 634
 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 = OCTOBER  7, 2006
 AF9968 ***********************************************************************
 AF9968  DESIGNATION -  210 CHIPPEWA RIVER GPS
 AF9968  PID         -  AF9968
 AF9968  STATE/COUNTY-  WI/ASHLAND
 AF9968  USGS QUAD   -  SHANAGOLDEN (1984)
 AF9968
 AF9968                         *CURRENT SURVEY CONTROL
 AF9968  ___________________________________________________________________
 AF9968* NAD 83(1997)-  46 02 05.08726(N)    090 41 56.85490(W)     ADJUSTED  
 AF9968* NAVD 88     -       464.4    (meters)    1524.     (feet)  GPS OBS   
 AF9968  ___________________________________________________________________
 AF9968  X           -     -54,125.059 (meters)                     COMP
 AF9968  Y           -  -4,435,512.264 (meters)                     COMP
 AF9968  Z           -   4,568,242.019 (meters)                     COMP
 AF9968  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 AF9968  ELLIP HEIGHT-         434.12  (meters)          (12/26/02) GPS OBS
 AF9968  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 AF9968
 AF9968  HORZ ORDER  -  FIRST
 AF9968  ELLP ORDER  -  THIRD     CLASS II
 AF9968
 AF9968.The horizontal coordinates were established by GPS observations
 AF9968.and adjusted by the National Geodetic Survey in December 2002..
 AF9968
 AF9968.The orthometric height was determined by GPS observations and a
 AF9968.high-resolution geoid model.
 AF9968
 AF9968.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9968
 AF9968.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9968
 AF9968.The ellipsoidal height was determined by GPS observations
 AF9968.and is referenced to NAD 83.
 AF9968
 AF9968.The geoid height was determined by GEOID03.
 AF9968
 AF9968;                    North         East     Units Scale Factor Converg.
 AF9968;SPC WI N     -    96,719.958   545,880.787   MT  0.99994803   -0 30 15.6
 AF9968;SPC WI N     -   317,322.06  1,790,943.88   sFT  0.99994803   -0 30 15.6
 AF9968;UTM  15      - 5,100,481.920   678,048.751   MT  0.99998973   +1 39 23.4
 AF9968
 AF9968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9968!SPC WI N     -   0.99993195  x   0.99994803  =   0.99987998
 AF9968!UTM  15      -   0.99993195  x   0.99998973  =   0.99992168
 AF9968
 AF9968                          SUPERSEDED SURVEY CONTROL
 AF9968
 AF9968  NAD 83(1991)-  46 02 05.08692(N)    090 41 56.85381(W) AD(       ) 1
 AF9968  ELLIP H (04/30/98)  434.14   (m)                       GP(       ) 3 2
 AF9968
 AF9968.Superseded values are not recommended for survey control.
 AF9968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9968.See file dsdata.txt to determine how the superseded data were derived.
 AF9968
 AF9968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM7804900482(NAD 83)
 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 = OCTOBER  7, 2006
 AF9970 ***********************************************************************
 AF9970  DESIGNATION -  211 HILL ROAD GPS
 AF9970  PID         -  AF9970
 AF9970  STATE/COUNTY-  WI/ASHLAND
 AF9970  USGS QUAD   -  LAKE SIX (1984)
 AF9970
 AF9970                         *CURRENT SURVEY CONTROL
 AF9970  ___________________________________________________________________
 AF9970* NAD 83(1997)-  46 08 30.26676(N)    090 20 54.51587(W)     ADJUSTED  
 AF9970* NAVD 88     -       512.0    (meters)    1680.     (feet)  GPS OBS   
 AF9970  ___________________________________________________________________
 AF9970  X           -     -26,927.001 (meters)                     COMP
 AF9970  Y           -  -4,427,225.189 (meters)                     COMP
 AF9970  Z           -   4,576,524.930 (meters)                     COMP
 AF9970  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 AF9970  ELLIP HEIGHT-         481.47  (meters)          (12/26/02) GPS OBS
 AF9970  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 AF9970
 AF9970  HORZ ORDER  -  FIRST
 AF9970  ELLP ORDER  -  THIRD     CLASS II
 AF9970
 AF9970.The horizontal coordinates were established by GPS observations
 AF9970.and adjusted by the National Geodetic Survey in December 2002..
 AF9970
 AF9970.The orthometric height was determined by GPS observations and a
 AF9970.high-resolution geoid model.
 AF9970
 AF9970.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9970
 AF9970.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9970
 AF9970.The ellipsoidal height was determined by GPS observations
 AF9970.and is referenced to NAD 83.
 AF9970
 AF9970.The geoid height was determined by GEOID03.
 AF9970
 AF9970;                    North         East     Units Scale Factor Converg.
 AF9970;SPC WI N     -   108,432.940   573,076.417   MT  0.99994545   -0 15 05.0
 AF9970;SPC WI N     -   355,750.40  1,880,168.21   sFT  0.99994545   -0 15 05.0
 AF9970;UTM  15      - 5,113,214.001   704,785.879   MT  1.00011556   +1 54 45.2
 AF9970
 AF9970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9970!SPC WI N     -   0.99992453  x   0.99994545  =   0.99986998
 AF9970!UTM  15      -   0.99992453  x   1.00011556  =   1.00004008
 AF9970
 AF9970                          SUPERSEDED SURVEY CONTROL
 AF9970
 AF9970  NAD 83(1991)-  46 08 30.26641(N)    090 20 54.51470(W) AD(       ) 1
 AF9970  ELLIP H (04/30/98)  481.48   (m)                       GP(       ) 3 2
 AF9970
 AF9970.Superseded values are not recommended for survey control.
 AF9970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9970.See file dsdata.txt to determine how the superseded data were derived.
 AF9970
 AF9970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM0478613214(NAD 83)
 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 = OCTOBER  7, 2006
 AF9953 ***********************************************************************
 AF9953  DESIGNATION -  214 BEAR TRAP
 AF9953  PID         -  AF9953
 AF9953  STATE/COUNTY-  WI/ASHLAND
 AF9953  USGS QUAD   -  ASHLAND EAST (1975)
 AF9953
 AF9953                         *CURRENT SURVEY CONTROL
 AF9953  ___________________________________________________________________
 AF9953* NAD 83(1997)-  46 35 08.31666(N)    090 45 23.65290(W)     ADJUSTED  
 AF9953* NAVD 88     -       208.6    (meters)     684.     (feet)  GPS OBS   
 AF9953  ___________________________________________________________________
 AF9953  X           -     -57,984.962 (meters)                     COMP
 AF9953  Y           -  -4,391,000.669 (meters)                     COMP
 AF9953  Z           -   4,610,357.069 (meters)                     COMP
 AF9953  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 AF9953  ELLIP HEIGHT-         176.89  (meters)          (12/26/02) GPS OBS
 AF9953  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 AF9953
 AF9953  HORZ ORDER  -  FIRST
 AF9953  ELLP ORDER  -  THIRD     CLASS II
 AF9953
 AF9953.The horizontal coordinates were established by GPS observations
 AF9953.and adjusted by the National Geodetic Survey in December 2002..
 AF9953
 AF9953.The orthometric height was determined by GPS observations and a
 AF9953.high-resolution geoid model.
 AF9953
 AF9953.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9953
 AF9953.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9953
 AF9953.The ellipsoidal height was determined by GPS observations
 AF9953.and is referenced to NAD 83.
 AF9953
 AF9953.The geoid height was determined by GEOID03.
 AF9953
 AF9953;                    North         East     Units Scale Factor Converg.
 AF9953;SPC WI N     -   157,991.278   542,017.464   MT  0.99997192   -0 32 44.8
 AF9953;SPC WI N     -   518,343.05  1,778,268.96   sFT  0.99997192   -0 32 44.8
 AF9953;UTM  15      - 5,161,564.661   671,869.746   MT  0.99996310   +1 37 48.1
 AF9953
 AF9953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9953!SPC WI N     -   0.99997227  x   0.99997192  =   0.99994419
 AF9953!UTM  15      -   0.99997227  x   0.99996310  =   0.99993537
 AF9953
 AF9953                          SUPERSEDED SURVEY CONTROL
 AF9953
 AF9953  NAD 83(1991)-  46 35 08.31657(N)    090 45 23.65122(W) AD(       ) 1
 AF9953  ELLIP H (04/30/98)  176.88   (m)                       GP(       ) 3 2
 AF9953
 AF9953.Superseded values are not recommended for survey control.
 AF9953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9953.See file dsdata.txt to determine how the superseded data were derived.
 AF9953
 AF9953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM7187061565(NAD 83)
 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 = OCTOBER  7, 2006
 AF9962 ***********************************************************************
 AF9962  DESIGNATION -  215 ELM HOIST GPS
 AF9962  PID         -  AF9962
 AF9962  STATE/COUNTY-  WI/ASHLAND
 AF9962  USGS QUAD   -  HIGH BRIDGE (1984)
 AF9962
 AF9962                         *CURRENT SURVEY CONTROL
 AF9962  ___________________________________________________________________
 AF9962* NAD 83(1997)-  46 29 24.04002(N)    090 38 13.76440(W)     ADJUSTED  
 AF9962* NAVD 88     -       250.4    (meters)     822.     (feet)  GPS OBS   
 AF9962  ___________________________________________________________________
 AF9962  X           -     -48,919.432 (meters)                     COMP
 AF9962  Y           -  -4,398,856.844 (meters)                     COMP
 AF9962  Z           -   4,603,074.922 (meters)                     COMP
 AF9962  LAPLACE CORR-           3.44  (seconds)                    DEFLEC99
 AF9962  ELLIP HEIGHT-         219.13  (meters)          (12/26/02) GPS OBS
 AF9962  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 AF9962
 AF9962  HORZ ORDER  -  FIRST
 AF9962  ELLP ORDER  -  THIRD     CLASS II
 AF9962
 AF9962.The horizontal coordinates were established by GPS observations
 AF9962.and adjusted by the National Geodetic Survey in December 2002..
 AF9962
 AF9962.The orthometric height was determined by GPS observations and a
 AF9962.high-resolution geoid model.
 AF9962
 AF9962.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9962
 AF9962.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9962
 AF9962.The ellipsoidal height was determined by GPS observations
 AF9962.and is referenced to NAD 83.
 AF9962
 AF9962.The geoid height was determined by GEOID03.
 AF9962
 AF9962;                    North         East     Units Scale Factor Converg.
 AF9962;SPC WI N     -   147,281.012   551,083.663   MT  0.99996114   -0 27 34.7
 AF9962;SPC WI N     -   483,204.45  1,808,013.65   sFT  0.99996114   -0 27 34.7
 AF9962;UTM  15      - 5,151,205.978   681,336.014   MT  1.00000421   +1 42 50.9
 AF9962
 AF9962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9962!SPC WI N     -   0.99996565  x   0.99996114  =   0.99992679
 AF9962!UTM  15      -   0.99996565  x   1.00000421  =   0.99996986
 AF9962
 AF9962                          SUPERSEDED SURVEY CONTROL
 AF9962
 AF9962  NAD 83(1991)-  46 29 24.03989(N)    090 38 13.76285(W) AD(       ) 1
 AF9962
 AF9962.Superseded values are not recommended for survey control.
 AF9962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9962.See file dsdata.txt to determine how the superseded data were derived.
 AF9962
 AF9962_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM8133651206(NAD 83)
 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
 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).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AF9963 ***********************************************************************
 AF9963  DESIGNATION -  217 TYLER FORKS GPS
 AF9963  PID         -  AF9963
 AF9963  STATE/COUNTY-  WI/IRON
 AF9963  USGS QUAD   -  MT WHITTLESEY (1967)
 AF9963
 AF9963                         *CURRENT SURVEY CONTROL
 AF9963  ___________________________________________________________________
 AF9963* NAD 83(1997)-  46 20 08.14865(N)    090 31 44.69863(W)     ADJUSTED  
 AF9963* NAVD 88     -       454.6    (meters)    1491.     (feet)  GPS OBS   
 AF9963  ___________________________________________________________________
 AF9963  X           -     -40,738.148 (meters)                     COMP
 AF9963  Y           -  -4,411,515.439 (meters)                     COMP
 AF9963  Z           -   4,591,388.510 (meters)                     COMP
 AF9963  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AF9963  ELLIP HEIGHT-         424.07  (meters)          (12/26/02) GPS OBS
 AF9963  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 AF9963
 AF9963  HORZ ORDER  -  FIRST
 AF9963  ELLP ORDER  -  THIRD     CLASS II
 AF9963
 AF9963.The horizontal coordinates were established by GPS observations
 AF9963.and adjusted by the National Geodetic Survey in December 2002..
 AF9963
 AF9963.The orthometric height was determined by GPS observations and a
 AF9963.high-resolution geoid model.
 AF9963
 AF9963.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9963
 AF9963.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9963
 AF9963.The ellipsoidal height was determined by GPS observations
 AF9963.and is referenced to NAD 83.
 AF9963
 AF9963.The geoid height was determined by GEOID03.
 AF9963
 AF9963;                    North         East     Units Scale Factor Converg.
 AF9963;SPC WI N     -   130,056.660   559,266.330   MT  0.99994963   -0 22 54.0
 AF9963;SPC WI N     -   426,694.23  1,834,859.62   sFT  0.99994963   -0 22 54.0
 AF9963;UTM  15      - 5,134,302.905   690,166.131   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  =   0.99988316
 AF9963!UTM  15      -   0.99993353  x   1.00004455  =   0.99997807
 AF9963
 AF9963                          SUPERSEDED SURVEY CONTROL
 AF9963
 AF9963  NAD 83(1991)-  46 20 08.14849(N)    090 31 44.69717(W) AD(       ) 1
 AF9963
 AF9963.Superseded values are not recommended for survey control.
 AF9963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9963.See file dsdata.txt to determine how the superseded data were derived.
 AF9963
 AF9963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM9016634303(NAD 83)
 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 29, 2005
 AF9963
 AF9963  HISTORY     - Date     Condition        Report By
 AF9963  HISTORY     - 1996     MONUMENTED       WI-003
 AF9963  HISTORY     - 20031003 GOOD             USPSQD
 AF9963  HISTORY     - 20050829 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AF9964 ***********************************************************************
 AF9964  DESIGNATION -  218 MADELINE ISLAND GPS
 AF9964  PID         -  AF9964
 AF9964  STATE/COUNTY-  WI/ASHLAND
 AF9964  USGS QUAD   -  AMNICON POINT (1975)
 AF9964
 AF9964                         *CURRENT SURVEY CONTROL
 AF9964  ___________________________________________________________________
 AF9964* NAD 83(1997)-  46 50 09.89608(N)    090 37 17.35108(W)     ADJUSTED  
 AF9964* NAVD 88     -       188.4    (meters)     618.     (feet)  GPS OBS   
 AF9964  ___________________________________________________________________
 AF9964  X           -     -47,412.368 (meters)                     COMP
 AF9964  Y           -  -4,370,847.026 (meters)                     COMP
 AF9964  Z           -   4,629,432.123 (meters)                     COMP
 AF9964  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 AF9964  ELLIP HEIGHT-         156.53  (meters)          (12/26/02) GPS OBS
 AF9964  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 AF9964
 AF9964  HORZ ORDER  -  FIRST
 AF9964  ELLP ORDER  -  THIRD     CLASS II
 AF9964
 AF9964.The horizontal coordinates were established by GPS observations
 AF9964.and adjusted by the National Geodetic Survey in December 2002..
 AF9964
 AF9964.The orthometric height was determined by GPS observations and a
 AF9964.high-resolution geoid model.
 AF9964
 AF9964.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9964
 AF9964.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9964
 AF9964.The ellipsoidal height was determined by GPS observations
 AF9964.and is referenced to NAD 83.
 AF9964
 AF9964.The geoid height was determined by GEOID03.
 AF9964
 AF9964;                    North         East     Units Scale Factor Converg.
 AF9964;SPC WI N     -   185,740.438   552,587.711   MT  1.00001343   -0 26 54.0
 AF9964;SPC WI N     -   609,383.42  1,812,948.18   sFT  1.00001343   -0 26 54.0
 AF9964;UTM  15      - 5,189,695.554   681,376.881   MT  1.00000436   +1 44 07.3
 AF9964
 AF9964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9964!SPC WI N     -   0.99997546  x   1.00001343  =   0.99998889
 AF9964!UTM  15      -   0.99997546  x   1.00000436  =   0.99997982
 AF9964
 AF9964                          SUPERSEDED SURVEY CONTROL
 AF9964
 AF9964  NAD 83(1991)-  46 50 09.89600(N)    090 37 17.34937(W) AD(       ) 1
 AF9964  ELLIP H (04/30/98)  156.52   (m)                       GP(       ) 3 2
 AF9964
 AF9964.Superseded values are not recommended for survey control.
 AF9964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9964.See file dsdata.txt to determine how the superseded data were derived.
 AF9964
 AF9964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM8137789696(NAD 83)
 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 = OCTOBER  7, 2006
 ON0393 ***********************************************************************
 ON0393  DESIGNATION -  219 BOLT
 ON0393  PID         -  ON0393
 ON0393  STATE/COUNTY-  WI/CRAWFORD
 ON0393  USGS QUAD   -  FERRYVILLE (1983)
 ON0393
 ON0393                         *CURRENT SURVEY CONTROL
 ON0393  ___________________________________________________________________
 ON0393* NAD 83(1986)-  43 18 20.     (N)    091 03 16.     (W)     SCALED    
 ON0393* NAVD 88     -       190.168  (meters)     623.91   (feet)  ADJUSTED  
 ON0393  ___________________________________________________________________
 ON0393  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 ON0393  DYNAMIC HT  -         190.123 (meters)     623.76  (feet)  COMP
 ON0393  MODELED GRAV-     980,378.3   (mgal)                       NAVD 88
 ON0393
 ON0393  VERT ORDER  -  FIRST     CLASS I
 ON0393
 ON0393.The horizontal coordinates were scaled from a topographic map and have
 ON0393.an estimated accuracy of +/- 6 seconds.
 ON0393
 ON0393.The orthometric height was determined by differential leveling
 ON0393.and adjusted by the National Geodetic Survey in June 1991..
 ON0393
 ON0393.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0393.See file dsdata.txt to determine how the superseded data were derived.
 ON0393
 ON0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH577965(NAD 83)
 ON0393_MARKER: B = BOLT
 ON0393_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ON0393_SP_SET: METAL PIPE DRIVEN INTO GROUND
 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 = OCTOBER  7, 2006
 AG9552 ***********************************************************************
 AG9552  DESIGNATION -  219 MAPLE HILL GPS
 AG9552  PID         -  AG9552
 AG9552  STATE/COUNTY-  WI/ASHLAND
 AG9552  USGS QUAD   -  SANBORN (1984)
 AG9552
 AG9552                         *CURRENT SURVEY CONTROL
 AG9552  ___________________________________________________________________
 AG9552* NAD 83(1997)-  46 27 26.67557(N)    090 55 11.06124(W)     ADJUSTED  
 AG9552* NAVD 88     -       271.6    (meters)     891.     (feet)  GPS OBS   
 AG9552  ___________________________________________________________________
 AG9552  X           -     -70,656.303 (meters)                     COMP
 AG9552  Y           -  -4,401,204.255 (meters)                     COMP
 AG9552  Z           -   4,600,594.666 (meters)                     COMP
 AG9552  LAPLACE CORR-          -7.06  (seconds)                    DEFLEC99
 AG9552  ELLIP HEIGHT-         240.67  (meters)          (12/26/02) GPS OBS
 AG9552  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 AG9552
 AG9552  HORZ ORDER  -  FIRST
 AG9552  ELLP ORDER  -  THIRD     CLASS II
 AG9552
 AG9552.The horizontal coordinates were established by GPS observations
 AG9552.and adjusted by the National Geodetic Survey in December 2002..
 AG9552
 AG9552.The orthometric height was determined by GPS observations and a
 AG9552.high-resolution geoid model.
 AG9552
 AG9552.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9552
 AG9552.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9552
 AG9552.The ellipsoidal height was determined by GPS observations
 AG9552.and is referenced to NAD 83.
 AG9552
 AG9552.The geoid height was determined by GEOID03.
 AG9552
 AG9552;                    North         East     Units Scale Factor Converg.
 AG9552;SPC WI N     -   143,870.055   529,347.863   MT  0.99995810   -0 39 48.5
 AG9552;SPC WI N     -   472,013.67  1,736,702.11   sFT  0.99995810   -0 39 48.5
 AG9552;UTM  15      - 5,146,973.439   659,745.190   MT  0.99991368   +1 30 29.6
 AG9552
 AG9552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9552!SPC WI N     -   0.99996227  x   0.99995810  =   0.99992038
 AG9552!UTM  15      -   0.99996227  x   0.99991368  =   0.99987596
 AG9552
 AG9552                          SUPERSEDED SURVEY CONTROL
 AG9552
 AG9552  NAD 83(1991)-  46 27 26.67546(N)    090 55 11.05953(W) AD(       ) 1
 AG9552  ELLIP H (04/30/98)  240.66   (m)                       GP(       ) 3 2
 AG9552
 AG9552.Superseded values are not recommended for survey control.
 AG9552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9552.See file dsdata.txt to determine how the superseded data were derived.
 AG9552
 AG9552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM5974546973(NAD 83)
 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 = OCTOBER  7, 2006
 DH5411 ***********************************************************************
 DH5411  DESIGNATION -  22 171W
 DH5411  PID         -  DH5411
 DH5411  STATE/COUNTY-  WI/MONROE
 DH5411  USGS QUAD   -  OAKDALE (1983)
 DH5411
 DH5411                         *CURRENT SURVEY CONTROL
 DH5411  ___________________________________________________________________
 DH5411* NAD 83(1997)-  43 56 32.44899(N)    090 29 14.83036(W)     ADJUSTED  
 DH5411* NAVD 88     -                                                        
 DH5411  ___________________________________________________________________
 DH5411  X           -     -39,136.020 (meters)                     COMP
 DH5411  Y           -  -4,599,982.458 (meters)                     COMP
 DH5411  Z           -   4,403,698.148 (meters)                     COMP
 DH5411  LAPLACE CORR-          -6.26  (seconds)                    DEFLEC99
 DH5411  ELLIP HEIGHT-         312.44  (meters)          (08/01/05) GPS OBS
 DH5411  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 DH5411
 DH5411  HORZ ORDER  -  FIRST
 DH5411  ELLP ORDER  -  SECOND    CLASS I
 DH5411
 DH5411.The horizontal coordinates were established by GPS observations
 DH5411.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5411
 DH5411
 DH5411.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5411
 DH5411.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5411
 DH5411.The ellipsoidal height was determined by GPS observations
 DH5411.and is referenced to NAD 83.
 DH5411
 DH5411.The geoid height was determined by GEOID03.
 DH5411
 DH5411;                    North         East     Units Scale Factor Converg.
 DH5411;SPC WI S     -   215,895.653   560,866.540   MT  0.99997712   -0 20 05.7
 DH5411;SPC WI S     -   708,317.65  1,840,109.64   sFT  0.99997712   -0 20 05.7
 DH5411;UTM  15      - 4,868,538.471   701,638.675   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  =   0.99992813
 DH5411!UTM  15      -   0.99995101  x   1.00010009  =   1.00005109
 DH5411
 DH5411                          SUPERSEDED SURVEY CONTROL
 DH5411
 DH5411.No superseded survey control is available for this station.
 DH5411
 DH5411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0163968538(NAD 83)
 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 - March 03, 2003
 DH5411
 DH5411  HISTORY     - Date     Condition        Report By
 DH5411  HISTORY     - 1997     MONUMENTED       WI-081
 DH5411  HISTORY     - 20030303 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5410 ***********************************************************************
 DH5410  DESIGNATION -  22 182W
 DH5410  PID         -  DH5410
 DH5410  STATE/COUNTY-  WI/MONROE
 DH5410  USGS QUAD   -  TUNNEL CITY (1983)
 DH5410
 DH5410                         *CURRENT SURVEY CONTROL
 DH5410  ___________________________________________________________________
 DH5410* NAD 83(1997)-  44 01 19.65582(N)    090 36 36.59133(W)     ADJUSTED  
 DH5410* NAVD 88     -                                                        
 DH5410  ___________________________________________________________________
 DH5410  X           -     -48,921.847 (meters)                     COMP
 DH5410  Y           -  -4,593,696.463 (meters)                     COMP
 DH5410  Z           -   4,410,042.266 (meters)                     COMP
 DH5410  LAPLACE CORR-          -6.24  (seconds)                    DEFLEC99
 DH5410  ELLIP HEIGHT-         262.55  (meters)          (08/01/05) GPS OBS
 DH5410  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 DH5410
 DH5410  HORZ ORDER  -  FIRST
 DH5410  ELLP ORDER  -  SECOND    CLASS I
 DH5410
 DH5410.The horizontal coordinates were established by GPS observations
 DH5410.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5410
 DH5410
 DH5410.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5410
 DH5410.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5410
 DH5410.The ellipsoidal height was determined by GPS observations
 DH5410.and is referenced to NAD 83.
 DH5410
 DH5410.The geoid height was determined by GEOID03.
 DH5410
 DH5410;                    North         East     Units Scale Factor Converg.
 DH5410;SPC WI S     -   224,824.581   551,080.103   MT  0.99999126   -0 25 09.3
 DH5410;SPC WI S     -   737,611.98  1,808,001.97   sFT  0.99999126   -0 25 09.3
 DH5410;UTM  15      - 4,877,107.135   691,533.715   MT  1.00005121   +1 39 40.6
 DH5410
 DH5410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5410!SPC WI S     -   0.99995883  x   0.99999126  =   0.99995009
 DH5410!UTM  15      -   0.99995883  x   1.00005121  =   1.00001004
 DH5410
 DH5410                          SUPERSEDED SURVEY CONTROL
 DH5410
 DH5410.No superseded survey control is available for this station.
 DH5410
 DH5410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9153477107(NAD 83)
 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 - December 28, 2005
 DH5410
 DH5410  HISTORY     - Date     Condition        Report By
 DH5410  HISTORY     - 1997     MONUMENTED       WI-081
 DH5410  HISTORY     - 20030303 GOOD             WIDT
 DH5410  HISTORY     - 20051228 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0769 ***********************************************************************
 RM0769  DESIGNATION -  22 WMC
 RM0769  PID         -  RM0769
 RM0769  STATE/COUNTY-  WI/BAYFIELD
 RM0769  USGS QUAD   -  BAYFIELD (1975)
 RM0769
 RM0769                         *CURRENT SURVEY CONTROL
 RM0769  ___________________________________________________________________
 RM0769* NAD 83(1991)-  46 48 36.31204(N)    090 48 41.08462(W)     ADJUSTED  
 RM0769* NAVD 88     -       185.13   (+/-2cm)     607.4    (feet)  VERTCON   
 RM0769  ___________________________________________________________________
 RM0769  LAPLACE CORR-          -4.93  (seconds)                    DEFLEC99
 RM0769  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 RM0769
 RM0769  HORZ ORDER  -  SECOND
 RM0769  VERT ORDER  -  THIRD ? (See Below)
 RM0769
 RM0769.The horizontal coordinates were established by classical geodetic methods
 RM0769.and adjusted by the National Geodetic Survey in March 1999..
 RM0769
 RM0769.The NAVD 88 height was computed by applying the VERTCON shift value to
 RM0769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RM0769.The vertical order pertains to the NGVD 29 superseded value.
 RM0769
 RM0769.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0769
 RM0769.The geoid height was determined by GEOID03.
 RM0769
 RM0769;                    North         East     Units Scale Factor Converg.
 RM0769;SPC WI N     -   182,981.395   538,069.458   MT  1.00000823   -0 35 07.2
 RM0769;SPC WI N     -   600,331.46  1,765,316.21   sFT  1.00000823   -0 35 07.2
 RM0769;UTM  15      - 5,186,385.740   666,974.776   MT  0.99994269   +1 35 45.8
 RM0769
 RM0769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0769!SPC WI N     -   0.99997596  x   1.00000823  =   0.99998418
 RM0769!UTM  15      -   0.99997596  x   0.99994269  =   0.99991865
 RM0769
 RM0769                          SUPERSEDED SURVEY CONTROL
 RM0769
 RM0769  NAD 83(1991)-  46 48 36.31186(N)    090 48 41.08386(W) AD(       ) 2
 RM0769  NAD 83(1986)-  46 48 36.30289(N)    090 48 41.07521(W) AD(       ) 2
 RM0769  NAD 27      -  46 48 36.54989(N)    090 48 40.41219(W) AD(       ) 2
 RM0769  NGVD 29 (07/19/86)  185.11   (m)          607.3    (f) LEVELING    3  
 RM0769
 RM0769.Superseded values are not recommended for survey control.
 RM0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0769.See file dsdata.txt to determine how the superseded data were derived.
 RM0769
 RM0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6697586386(NAD 83)
 RM0769_MARKER: DD = SURVEY DISK
 RM0769_SETTING: 0 = UNSPECIFIED SETTING
 RM0769_SP_SET: CONCRETE BREAKWATER
 RM0769_STAMPING: ELEV 607 FT 22 WMC 1963 ET
 RM0769_MARK LOGO: USGS  
 RM0769_MAGNETIC: N = NO MAGNETIC MATERIAL
 RM0769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0769+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2003
 RM0769
 RM0769  HISTORY     - Date     Condition        Report By
 RM0769  HISTORY     - 1978     MONUMENTED       USGS
 RM0769  HISTORY     - 20000308 GOOD             USPSQD
 RM0769  HISTORY     - 20020730 GOOD             USPSQD
 RM0769  HISTORY     - 20031031 GOOD             USPSQD
 RM0769
 RM0769                          STATION DESCRIPTION
 RM0769
 RM0769'DESCRIBED BY US GEOLOGICAL SURVEY 1978 (JRS)
 RM0769'THE STATION IS LOCATED ON THE MOST SOUTHEASTERLY OF THREE
 RM0769'CONNECTING CONCRETE BREAKWATERS ON THE NORTH SIDE OF THE
 RM0769'ENTRANCE TO BAYFIELD HARBOR.
 RM0769'
 RM0769'TO REACH FROM THE FERRY LANDING IN BAYFIELD, GO EASTERLY ALONG
 RM0769'THE PIER TO WHERE THE PIER MAKES A T-JUNCTION.  TURN RIGHT
 RM0769'AND GO SOUTHWESTERLY TO THE END OF THE PIER AND THE MARK
 RM0769'53 FEET TO THE SOUTHEAST.
 RM0769'
 RM0769'THE STATION IS A USGS STATION MARK DISK
 RM0769'STAMPED---ELEV 607 FT 22 WMC 1963 ET---, CEMENTED IN A DRILL
 RM0769'HOLE IN THE MOST SOUTHEASTERLY OF THREE CONNECTING ROUND
 RM0769'CONCRETE BREAKWATERS.  IT IS
 RM0769'94.8 FEET WEST-SOUTHWEST FROM A RED NAVIGATION LIGHT,
 RM0769'53 FEET SOUTHEAST FROM THE SOUTH END OF A CONCRETE PIER, AND
 RM0769'7 FEET SOUTHEAST FROM A 30-INCH SQUARE CONCRETE FOOTING.
 RM0769'
 RM0769'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1.3 METERS.
 RM0769'THIS STATION USED FOR AZIMUTH MARK FOR STATION LA POINTE.
 RM0769
 RM0769                          STATION RECOVERY (2000)
 RM0769
 RM0769'RECOVERY NOTE BY US POWER SQUADRON 2000
 RM0769'RECOVERED IN GOOD CONDITION.
 RM0769
 RM0769                          STATION RECOVERY (2002)
 RM0769
 RM0769'RECOVERY NOTE BY US POWER SQUADRON 2002
 RM0769'RECOVERED AS DESCRIBED
 RM0769'NOTE MARKER IS ALSO PID RMO772. THE TWO PID'S ARE DUPLICATES OF THE
 RM0769'SAME MARKER. PID RMO769 HAS THE MOST ACCURATE DESCRIPTION FOR LOCATING
 RM0769'THE MARKER.
 RM0769
 RM0769                          STATION RECOVERY (2003)
 RM0769
 RM0769'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRD)
 RM0769'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0392 ***********************************************************************
 ON0392  DESIGNATION -  220 CAP
 ON0392  PID         -  ON0392
 ON0392  STATE/COUNTY-  WI/CRAWFORD
 ON0392  USGS QUAD   -  FERRYVILLE (1983)
 ON0392
 ON0392                         *CURRENT SURVEY CONTROL
 ON0392  ___________________________________________________________________
 ON0392* NAD 83(1986)-  43 18 18.     (N)    091 03 15.     (W)     SCALED    
 ON0392* NAVD 88     -       191.395  (meters)     627.94   (feet)  ADJUSTED  
 ON0392  ___________________________________________________________________
 ON0392  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 ON0392  DYNAMIC HT  -         191.349 (meters)     627.78  (feet)  COMP
 ON0392  MODELED GRAV-     980,378.3   (mgal)                       NAVD 88
 ON0392
 ON0392  VERT ORDER  -  FIRST     CLASS I
 ON0392
 ON0392.The horizontal coordinates were scaled from a topographic map and have
 ON0392.an estimated accuracy of +/- 6 seconds.
 ON0392
 ON0392.The orthometric height was determined by differential leveling
 ON0392.and adjusted by the National Geodetic Survey in June 1991..
 ON0392
 ON0392.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0392.See file dsdata.txt to determine how the superseded data were derived.
 ON0392
 ON0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH578965(NAD 83)
 ON0392_MARKER: P = PIPE CAP
 ON0392_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ON0392_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ON0392_STAMPING: 43 DEG 18 MIN 22 SEC 91 DEG 02 MIN 18 SEC
 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 = OCTOBER  7, 2006
 AF9935 ***********************************************************************
 AF9935  DESIGNATION -  220 FERRY LAKE GPS
 AF9935  PID         -  AF9935
 AF9935  STATE/COUNTY-  WI/IRON
 AF9935  USGS QUAD   -  WILSON LAKE (1981)
 AF9935
 AF9935                         *CURRENT SURVEY CONTROL
 AF9935  ___________________________________________________________________
 AF9935* NAD 83(1997)-  46 01 31.91208(N)    090 05 08.29746(W)     ADJUSTED  
 AF9935* NAVD 88     -       484.3    (meters)    1589.     (feet)  GPS OBS   
 AF9935  ___________________________________________________________________
 AF9935  X           -      -6,631.233 (meters)                     COMP
 AF9935  Y           -  -4,436,588.274 (meters)                     COMP
 AF9935  Z           -   4,567,544.809 (meters)                     COMP
 AF9935  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 AF9935  ELLIP HEIGHT-         453.56  (meters)          (12/26/02) GPS OBS
 AF9935  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 AF9935
 AF9935  HORZ ORDER  -  FIRST
 AF9935  ELLP ORDER  -  THIRD     CLASS II
 AF9935
 AF9935.The horizontal coordinates were established by GPS observations
 AF9935.and adjusted by the National Geodetic Survey in December 2002..
 AF9935
 AF9935.The orthometric height was determined by GPS observations and a
 AF9935.high-resolution geoid model.
 AF9935
 AF9935.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9935
 AF9935.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9935
 AF9935.The ellipsoidal height was determined by GPS observations
 AF9935.and is referenced to NAD 83.
 AF9935
 AF9935.The geoid height was determined by GEOID03.
 AF9935
 AF9935;                    North         East     Units Scale Factor Converg.
 AF9935;SPC WI N     -    95,461.098   593,369.579   MT  0.99994841   -0 03 42.4
 AF9935;SPC WI N     -   313,191.95  1,946,746.69   sFT  0.99994841   -0 03 42.4
 AF9935;UTM  15      - 5,101,014.240   725,558.596   MT  1.00022549   +2 05 53.5
 AF9935
 AF9935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9935!SPC WI N     -   0.99992890  x   0.99994841  =   0.99987732
 AF9935!UTM  15      -   0.99992890  x   1.00022549  =   1.00015438
 AF9935
 AF9935                          SUPERSEDED SURVEY CONTROL
 AF9935
 AF9935  NAD 83(1991)-  46 01 31.91178(N)    090 05 08.29623(W) AD(       ) 1
 AF9935  ELLIP H (04/30/98)  453.57   (m)                       GP(       ) 3 2
 AF9935
 AF9935.Superseded values are not recommended for survey control.
 AF9935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9935.See file dsdata.txt to determine how the superseded data were derived.
 AF9935
 AF9935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM2555901014(NAD 83)
 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 = OCTOBER  7, 2006
 AG9595 ***********************************************************************
 AG9595  DESIGNATION -  2201 PLEASANT LAKE RESET
 AG9595  PID         -  AG9595
 AG9595  STATE/COUNTY-  WI/IRON
 AG9595  USGS QUAD   -  TURNTABLE CREEK (1973)
 AG9595
 AG9595                         *CURRENT SURVEY CONTROL
 AG9595  ___________________________________________________________________
 AG9595* NAD 83(1997)-  46 15 36.66735(N)    090 20 24.80403(W)     ADJUSTED  
 AG9595* NAVD 88     -       536.8    (meters)    1761.     (feet)  GPS OBS   
 AG9595  ___________________________________________________________________
 AG9595  X           -     -26,232.943 (meters)                     COMP
 AG9595  Y           -  -4,417,742.896 (meters)                     COMP
 AG9595  Z           -   4,585,655.887 (meters)                     COMP
 AG9595  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 AG9595  ELLIP HEIGHT-         506.18  (meters)          (12/26/02) GPS OBS
 AG9595  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 AG9595
 AG9595  HORZ ORDER  -  FIRST
 AG9595  ELLP ORDER  -  THIRD     CLASS II
 AG9595
 AG9595.The horizontal coordinates were established by GPS observations
 AG9595.and adjusted by the National Geodetic Survey in December 2002..
 AG9595
 AG9595.The orthometric height was determined by GPS observations and a
 AG9595.high-resolution geoid model.
 AG9595
 AG9595.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9595
 AG9595.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9595
 AG9595.The ellipsoidal height was determined by GPS observations
 AG9595.and is referenced to NAD 83.
 AG9595
 AG9595.The geoid height was determined by GEOID03.
 AG9595
 AG9595;                    North         East     Units Scale Factor Converg.
 AG9595;SPC WI N     -   121,595.079   573,770.461   MT  0.99994664   -0 14 43.5
 AG9595;SPC WI N     -   398,933.19  1,882,445.25   sFT  0.99994664   -0 14 43.5
 AG9595;UTM  15      - 5,126,395.212   704,982.036   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  =   0.99986730
 AG9595!UTM  15      -   0.99992066  x   1.00011653  =   1.00003718
 AG9595
 AG9595                          SUPERSEDED SURVEY CONTROL
 AG9595
 AG9595  NAD 83(1991)-  46 15 36.66700(N)    090 20 24.80287(W) AD(       ) 1
 AG9595  ELLIP H (04/30/98)  506.20   (m)                       GP(       ) 3 2
 AG9595
 AG9595.Superseded values are not recommended for survey control.
 AG9595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9595.See file dsdata.txt to determine how the superseded data were derived.
 AG9595
 AG9595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM0498226395(NAD 83)
 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 = OCTOBER  7, 2006
 AG9594 ***********************************************************************
 AG9594  DESIGNATION -  2208 GORDON RESET
 AG9594  PID         -  AG9594
 AG9594  STATE/COUNTY-  WI/ASHLAND
 AG9594  USGS QUAD   -  MORSE (1984)
 AG9594
 AG9594                         *CURRENT SURVEY CONTROL
 AG9594  ___________________________________________________________________
 AG9594* NAD 83(1997)-  46 09 17.22332(N)    090 42 09.93041(W)     ADJUSTED  
 AG9594* NAVD 88     -       470.2    (meters)    1543.     (feet)  GPS OBS   
 AG9594  ___________________________________________________________________
 AG9594  X           -     -54,288.368 (meters)                     COMP
 AG9594  Y           -  -4,425,899.682 (meters)                     COMP
 AG9594  Z           -   4,577,499.415 (meters)                     COMP
 AG9594  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 AG9594  ELLIP HEIGHT-         439.83  (meters)          (12/26/02) GPS OBS
 AG9594  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 AG9594
 AG9594  HORZ ORDER  -  FIRST
 AG9594  ELLP ORDER  -  THIRD     CLASS II
 AG9594
 AG9594.The horizontal coordinates were established by GPS observations
 AG9594.and adjusted by the National Geodetic Survey in December 2002..
 AG9594
 AG9594.The orthometric height was determined by GPS observations and a
 AG9594.high-resolution geoid model.
 AG9594
 AG9594.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9594
 AG9594.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9594
 AG9594.The ellipsoidal height was determined by GPS observations
 AG9594.and is referenced to NAD 83.
 AG9594
 AG9594.The geoid height was determined by GEOID03.
 AG9594
 AG9594;                    North         East     Units Scale Factor Converg.
 AG9594;SPC WI N     -   110,063.782   545,717.681   MT  0.99994537   -0 30 25.0
 AG9594;SPC WI N     -   361,100.92  1,790,408.76   sFT  0.99994537   -0 30 25.0
 AG9594;UTM  15      - 5,113,810.646   677,382.218   MT  0.99998680   +1 39 26.0
 AG9594
 AG9594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9594!SPC WI N     -   0.99993105  x   0.99994537  =   0.99987643
 AG9594!UTM  15      -   0.99993105  x   0.99998680  =   0.99991786
 AG9594
 AG9594                          SUPERSEDED SURVEY CONTROL
 AG9594
 AG9594  NAD 83(1991)-  46 09 17.22296(N)    090 42 09.92934(W) AD(       ) 1
 AG9594  ELLIP H (04/30/98)  439.86   (m)                       GP(       ) 3 2
 AG9594
 AG9594.Superseded values are not recommended for survey control.
 AG9594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9594.See file dsdata.txt to determine how the superseded data were derived.
 AG9594
 AG9594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM7738213811(NAD 83)
 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 - 1996
 AG9594
 AG9594  HISTORY     - Date     Condition        Report By
 AG9594  HISTORY     - 1996     MONUMENTED       WI-003
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AG9549 ***********************************************************************
 AG9549  DESIGNATION -  221 ODANAH GPS
 AG9549  PID         -  AG9549
 AG9549  STATE/COUNTY-  WI/ASHLAND
 AG9549  USGS QUAD   -  ODANAH (1975)
 AG9549
 AG9549                         *CURRENT SURVEY CONTROL
 AG9549  ___________________________________________________________________
 AG9549* NAD 83(1997)-  46 36 45.33536(N)    090 41 57.40186(W)     ADJUSTED  
 AG9549* NAVD 88     -       186.7    (meters)     613.     (feet)  GPS OBS   
 AG9549  ___________________________________________________________________
 AG9549  X           -     -53,567.476 (meters)                     COMP
 AG9549  Y           -  -4,388,864.802 (meters)                     COMP
 AG9549  Z           -   4,612,399.550 (meters)                     COMP
 AG9549  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 AG9549  ELLIP HEIGHT-         154.89  (meters)          (12/26/02) GPS OBS
 AG9549  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 AG9549
 AG9549  HORZ ORDER  -  FIRST
 AG9549  ELLP ORDER  -  THIRD     CLASS II
 AG9549
 AG9549.The horizontal coordinates were established by GPS observations
 AG9549.and adjusted by the National Geodetic Survey in December 2002..
 AG9549
 AG9549.The orthometric height was determined by GPS observations and a
 AG9549.high-resolution geoid model.
 AG9549
 AG9549.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9549
 AG9549.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9549
 AG9549.The ellipsoidal height was determined by GPS observations
 AG9549.and is referenced to NAD 83.
 AG9549
 AG9549.The geoid height was determined by GEOID03.
 AG9549
 AG9549;                    North         East     Units Scale Factor Converg.
 AG9549;SPC WI N     -   160,946.646   546,434.499   MT  0.99997547   -0 30 16.0
 AG9549;SPC WI N     -   528,039.12  1,792,760.52   sFT  0.99997547   -0 30 16.0
 AG9549;UTM  15      - 5,164,685.629   676,171.359   MT  0.99998150   +1 40 20.7
 AG9549
 AG9549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9549!SPC WI N     -   0.99997572  x   0.99997547  =   0.99995119
 AG9549!UTM  15      -   0.99997572  x   0.99998150  =   0.99995722
 AG9549
 AG9549                          SUPERSEDED SURVEY CONTROL
 AG9549
 AG9549  NAD 83(1991)-  46 36 45.33526(N)    090 41 57.40023(W) AD(       ) 1
 AG9549
 AG9549.Superseded values are not recommended for survey control.
 AG9549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9549.See file dsdata.txt to determine how the superseded data were derived.
 AG9549
 AG9549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM7617164686(NAD 83)
 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 = OCTOBER  7, 2006
 AG9551 ***********************************************************************
 AG9551  DESIGNATION -  222 WHITE RIVER GPS
 AG9551  PID         -  AG9551
 AG9551  STATE/COUNTY-  WI/ASHLAND
 AG9551  USGS QUAD   -  MARENGO (1984)
 AG9551
 AG9551                         *CURRENT SURVEY CONTROL
 AG9551  ___________________________________________________________________
 AG9551* NAD 83(1997)-  46 29 36.21538(N)    090 50 00.61720(W)     ADJUSTED  
 AG9551* NAVD 88     -       227.0    (meters)     745.     (feet)  GPS OBS   
 AG9551  ___________________________________________________________________
 AG9551  X           -     -63,989.440 (meters)                     COMP
 AG9551  Y           -  -4,398,374.554 (meters)                     COMP
 AG9551  Z           -   4,603,316.721 (meters)                     COMP
 AG9551  LAPLACE CORR-          -3.78  (seconds)                    DEFLEC99
 AG9551  ELLIP HEIGHT-         195.64  (meters)          (12/26/02) GPS OBS
 AG9551  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 AG9551
 AG9551  HORZ ORDER  -  FIRST
 AG9551  ELLP ORDER  -  THIRD     CLASS II
 AG9551
 AG9551.The horizontal coordinates were established by GPS observations
 AG9551.and adjusted by the National Geodetic Survey in December 2002..
 AG9551
 AG9551.The orthometric height was determined by GPS observations and a
 AG9551.high-resolution geoid model.
 AG9551
 AG9551.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9551
 AG9551.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9551
 AG9551.The ellipsoidal height was determined by GPS observations
 AG9551.and is referenced to NAD 83.
 AG9551
 AG9551.The geoid height was determined by GEOID03.
 AG9551
 AG9551;                    North         East     Units Scale Factor Converg.
 AG9551;SPC WI N     -   147,796.485   536,013.902   MT  0.99996147   -0 36 04.6
 AG9551;SPC WI N     -   484,895.63  1,758,572.28   sFT  0.99996147   -0 36 04.6
 AG9551;UTM  15      - 5,151,149.585   666,257.391   MT  0.99993978   +1 34 18.1
 AG9551
 AG9551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9551!SPC WI N     -   0.99996933  x   0.99996147  =   0.99993080
 AG9551!UTM  15      -   0.99996933  x   0.99993978  =   0.99990911
 AG9551
 AG9551                          SUPERSEDED SURVEY CONTROL
 AG9551
 AG9551  NAD 83(1991)-  46 29 36.21528(N)    090 50 00.61546(W) AD(       ) 1
 AG9551
 AG9551.Superseded values are not recommended for survey control.
 AG9551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9551.See file dsdata.txt to determine how the superseded data were derived.
 AG9551
 AG9551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6625751150(NAD 83)
 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 = OCTOBER  7, 2006
 ON0381 ***********************************************************************
 ON0381  DESIGNATION -  223
 ON0381  PID         -  ON0381
 ON0381  STATE/COUNTY-  WI/CRAWFORD
 ON0381  USGS QUAD   -  EASTMAN (1983)
 ON0381
 ON0381                         *CURRENT SURVEY CONTROL
 ON0381  ___________________________________________________________________
 ON0381* NAD 83(1986)-  43 14 48.     (N)    091 03 21.     (W)     SCALED    
 ON0381* NAVD 88     -       194.426  (meters)     637.88   (feet)  ADJUSTED  
 ON0381  ___________________________________________________________________
 ON0381  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 ON0381  DYNAMIC HT  -         194.381 (meters)     637.73  (feet)  COMP
 ON0381  MODELED GRAV-     980,382.3   (mgal)                       NAVD 88
 ON0381
 ON0381  VERT ORDER  -  FIRST     CLASS I
 ON0381
 ON0381.The horizontal coordinates were scaled from a topographic map and have
 ON0381.an estimated accuracy of +/- 6 seconds.
 ON0381
 ON0381.The orthometric height was determined by differential leveling
 ON0381.and adjusted by the National Geodetic Survey in June 1991..
 ON0381
 ON0381.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0381.See file dsdata.txt to determine how the superseded data were derived.
 ON0381
 ON0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH578900(NAD 83)
 ON0381_MARKER: B = BOLT
 ON0381_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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       DOD
 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 = OCTOBER  7, 2006
 AG9553 ***********************************************************************
 AG9553  DESIGNATION -  223 MINERSVILLE GPS
 AG9553  PID         -  AG9553
 AG9553  STATE/COUNTY-  WI/ASHLAND
 AG9553  USGS QUAD   -  MARENGO (1984)
 AG9553
 AG9553                         *CURRENT SURVEY CONTROL
 AG9553  ___________________________________________________________________
 AG9553* NAD 83(1997)-  46 24 24.69163(N)    090 48 05.39425(W)     ADJUSTED  
 AG9553* NAVD 88     -       249.1    (meters)     817.     (feet)  GPS OBS   
 AG9553  ___________________________________________________________________
 AG9553  X           -     -61,630.169 (meters)                     COMP
 AG9553  Y           -  -4,405,396.446 (meters)                     COMP
 AG9553  Z           -   4,596,705.401 (meters)                     COMP
 AG9553  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 AG9553  ELLIP HEIGHT-         218.22  (meters)          (12/26/02) GPS OBS
 AG9553  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 AG9553
 AG9553  HORZ ORDER  -  FIRST
 AG9553  ELLP ORDER  -  THIRD     CLASS II
 AG9553
 AG9553.The horizontal coordinates were established by GPS observations
 AG9553.and adjusted by the National Geodetic Survey in December 2002..
 AG9553
 AG9553.The orthometric height was determined by GPS observations and a
 AG9553.high-resolution geoid model.
 AG9553
 AG9553.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9553
 AG9553.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9553
 AG9553.The ellipsoidal height was determined by GPS observations
 AG9553.and is referenced to NAD 83.
 AG9553
 AG9553.The geoid height was determined by GEOID03.
 AG9553
 AG9553;                    North         East     Units Scale Factor Converg.
 AG9553;SPC WI N     -   138,152.923   538,373.805   MT  0.99995404   -0 34 41.4
 AG9553;SPC WI N     -   453,256.71  1,766,314.73   sFT  0.99995404   -0 34 41.4
 AG9553;UTM  15      - 5,141,602.503   668,981.035   MT  0.99995101   +1 35 33.5
 AG9553
 AG9553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9553!SPC WI N     -   0.99996579  x   0.99995404  =   0.99991983
 AG9553!UTM  15      -   0.99996579  x   0.99995101  =   0.99991680
 AG9553
 AG9553                          SUPERSEDED SURVEY CONTROL
 AG9553
 AG9553  NAD 83(1991)-  46 24 24.69151(N)    090 48 05.39260(W) AD(       ) 1
 AG9553
 AG9553.Superseded values are not recommended for survey control.
 AG9553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9553.See file dsdata.txt to determine how the superseded data were derived.
 AG9553
 AG9553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6898141603(NAD 83)
 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 = OCTOBER  7, 2006
 ON0376 ***********************************************************************
 ON0376  DESIGNATION -  224 CAP
 ON0376  PID         -  ON0376
 ON0376  STATE/COUNTY-  WI/CRAWFORD
 ON0376  USGS QUAD   -  EASTMAN (1983)
 ON0376
 ON0376                         *CURRENT SURVEY CONTROL
 ON0376  ___________________________________________________________________
 ON0376* NAD 83(1986)-  43 12 50.     (N)    091 05 27.     (W)     SCALED    
 ON0376* NAVD 88     -       193.058  (meters)     633.39   (feet)  ADJUSTED  
 ON0376  ___________________________________________________________________
 ON0376  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 ON0376  DYNAMIC HT  -         193.016 (meters)     633.25  (feet)  COMP
 ON0376  MODELED GRAV-     980,396.0   (mgal)                       NAVD 88
 ON0376
 ON0376  VERT ORDER  -  FIRST     CLASS I
 ON0376
 ON0376.The horizontal coordinates were scaled from a topographic map and have
 ON0376.an estimated accuracy of +/- 6 seconds.
 ON0376
 ON0376.The orthometric height was determined by differential leveling
 ON0376.and adjusted by the National Geodetic Survey in June 1991..
 ON0376
 ON0376.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0376.See file dsdata.txt to determine how the superseded data were derived.
 ON0376
 ON0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH550863(NAD 83)
 ON0376_MARKER: P = PIPE CAP
 ON0376_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ON0376_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ON0376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0376
 ON0376  HISTORY     - Date     Condition        Report By
 ON0376  HISTORY     - UNK      MONUMENTED       MRC
 ON0376  HISTORY     - 1936     GOOD             NGS
 ON0376  HISTORY     - 1970     MARK NOT FOUND   NGS
 ON0376
 ON0376                          STATION DESCRIPTION
 ON0376
 ON0376'DESCRIBED BY NATIONAL 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'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AG9555 ***********************************************************************
 AG9555  DESIGNATION -  224 KRAUSE CREEK GPS
 AG9555  PID         -  AG9555
 AG9555  STATE/COUNTY-  WI/ASHLAND
 AG9555  USGS QUAD   -  MELLEN (1980)
 AG9555
 AG9555                         *CURRENT SURVEY CONTROL
 AG9555  ___________________________________________________________________
 AG9555* NAD 83(1997)-  46 21 41.70739(N)    090 40 26.58155(W)     ADJUSTED  
 AG9555* NAVD 88     -       348.8    (meters)    1144.     (feet)  GPS OBS   
 AG9555  ___________________________________________________________________
 AG9555  X           -     -51,874.393 (meters)                     COMP
 AG9555  Y           -  -4,409,234.905 (meters)                     COMP
 AG9555  Z           -   4,593,306.033 (meters)                     COMP
 AG9555  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 AG9555  ELLIP HEIGHT-         318.11  (meters)          (12/26/02) GPS OBS
 AG9555  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 AG9555
 AG9555  HORZ ORDER  -  FIRST
 AG9555  ELLP ORDER  -  THIRD     CLASS II
 AG9555
 AG9555.The horizontal coordinates were established by GPS observations
 AG9555.and adjusted by the National Geodetic Survey in December 2002..
 AG9555
 AG9555.The orthometric height was determined by GPS observations and a
 AG9555.high-resolution geoid model.
 AG9555
 AG9555.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9555
 AG9555.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9555
 AG9555.The ellipsoidal height was determined by GPS observations
 AG9555.and is referenced to NAD 83.
 AG9555
 AG9555.The geoid height was determined by GEOID03.
 AG9555
 AG9555;                    North         East     Units Scale Factor Converg.
 AG9555;SPC WI N     -   133,029.781   548,130.154   MT  0.99995105   -0 29 10.5
 AG9555;SPC WI N     -   436,448.54  1,798,323.68   sFT  0.99995105   -0 29 10.5
 AG9555;UTM  15      - 5,136,852.436   678,924.603   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                          SUPERSEDED SURVEY CONTROL
 AG9555
 AG9555  NAD 83(1991)-  46 21 41.70724(N)    090 40 26.58010(W) AD(       ) 1
 AG9555
 AG9555.Superseded values are not recommended for survey control.
 AG9555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9555.See file dsdata.txt to determine how the superseded data were derived.
 AG9555
 AG9555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM7892536852(NAD 83)
 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 = OCTOBER  7, 2006
 AG9554 ***********************************************************************
 AG9554  DESIGNATION -  225 MELLEN GPS
 AG9554  PID         -  AG9554
 AG9554  STATE/COUNTY-  WI/ASHLAND
 AG9554  USGS QUAD   -  MELLEN (1980)
 AG9554
 AG9554                         *CURRENT SURVEY CONTROL
 AG9554  ___________________________________________________________________
 AG9554* NAD 83(1997)-  46 19 09.92406(N)    090 39 40.61480(W)     ADJUSTED  
 AG9554* NAVD 88     -       380.7    (meters)    1249.     (feet)  GPS OBS   
 AG9554  ___________________________________________________________________
 AG9554  X           -     -50,931.170 (meters)                     COMP
 AG9554  Y           -  -4,412,659.040 (meters)                     COMP
 AG9554  Z           -   4,590,093.554 (meters)                     COMP
 AG9554  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AG9554  ELLIP HEIGHT-         350.20  (meters)          (12/26/02) GPS OBS
 AG9554  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 AG9554
 AG9554  HORZ ORDER  -  FIRST
 AG9554  ELLP ORDER  -  THIRD     CLASS II
 AG9554
 AG9554.The horizontal coordinates were established by GPS observations
 AG9554.and adjusted by the National Geodetic Survey in December 2002..
 AG9554
 AG9554.The orthometric height was determined by GPS observations and a
 AG9554.high-resolution geoid model.
 AG9554
 AG9554.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9554
 AG9554.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9554
 AG9554.The ellipsoidal height was determined by GPS observations
 AG9554.and is referenced to NAD 83.
 AG9554
 AG9554.The geoid height was determined by GEOID03.
 AG9554
 AG9554;                    North         East     Units Scale Factor Converg.
 AG9554;SPC WI N     -   128,335.272   549,073.685   MT  0.99994884   -0 28 37.3
 AG9554;SPC WI N     -   421,046.64  1,801,419.25   sFT  0.99994884   -0 28 37.3
 AG9554;UTM  15      - 5,132,196.794   680,045.217   MT  0.99999849   +1 41 30.5
 AG9554
 AG9554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9554!SPC WI N     -   0.99994510  x   0.99994884  =   0.99989395
 AG9554!UTM  15      -   0.99994510  x   0.99999849  =   0.99994359
 AG9554
 AG9554                          SUPERSEDED SURVEY CONTROL
 AG9554
 AG9554  NAD 83(1991)-  46 19 09.92388(N)    090 39 40.61342(W) AD(       ) 1
 AG9554
 AG9554.Superseded values are not recommended for survey control.
 AG9554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9554.See file dsdata.txt to determine how the superseded data were derived.
 AG9554
 AG9554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM8004532197(NAD 83)
 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 = OCTOBER  7, 2006
 ON0365 ***********************************************************************
 ON0365  DESIGNATION -  226 BOLT
 ON0365  PID         -  ON0365
 ON0365  STATE/COUNTY-  WI/CRAWFORD
 ON0365  USGS QUAD   -  HARPERS FERRY (1983)
 ON0365
 ON0365                         *CURRENT SURVEY CONTROL
 ON0365  ___________________________________________________________________
 ON0365* NAD 83(1986)-  43 10 37.     (N)    091 07 47.     (W)     SCALED    
 ON0365* NAVD 88     -       192.068  (meters)     630.14   (feet)  ADJUSTED  
 ON0365  ___________________________________________________________________
 ON0365  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 ON0365  DYNAMIC HT  -         192.023 (meters)     630.00  (feet)  COMP
 ON0365  MODELED GRAV-     980,385.2   (mgal)                       NAVD 88
 ON0365
 ON0365  VERT ORDER  -  FIRST     CLASS I
 ON0365
 ON0365.The horizontal coordinates were scaled from a topographic map and have
 ON0365.an estimated accuracy of +/- 6 seconds.
 ON0365
 ON0365.The orthometric height was determined by differential leveling
 ON0365.and adjusted by the National Geodetic Survey in June 1991..
 ON0365
 ON0365.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0365.See file dsdata.txt to determine how the superseded data were derived.
 ON0365
 ON0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH520821(NAD 83)
 ON0365_MARKER: B = BOLT
 ON0365_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ON0365_SP_SET: METAL PIPE DRIVEN INTO GROUND
 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 = OCTOBER  7, 2006
 AG9572 ***********************************************************************
 AG9572  DESIGNATION -  226 ZIELKE LAKE GPS
 AG9572  PID         -  AG9572
 AG9572  STATE/COUNTY-  WI/ASHLAND
 AG9572  USGS QUAD   -  GLIDDEN (1984)
 AG9572
 AG9572                         *CURRENT SURVEY CONTROL
 AG9572  ___________________________________________________________________
 AG9572* NAD 83(1997)-  46 11 11.20017(N)    090 37 30.01629(W)     ADJUSTED  
 AG9572* NAVD 88     -       461.7    (meters)    1515.     (feet)  GPS OBS   
 AG9572  ___________________________________________________________________
 AG9572  X           -     -48,254.340 (meters)                     COMP
 AG9572  Y           -  -4,423,424.580 (meters)                     COMP
 AG9572  Z           -   4,579,930.494 (meters)                     COMP
 AG9572  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 AG9572  ELLIP HEIGHT-         431.28  (meters)          (12/26/02) GPS OBS
 AG9572  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 AG9572
 AG9572  HORZ ORDER  -  FIRST
 AG9572  ELLP ORDER  -  THIRD     CLASS II
 AG9572
 AG9572.The horizontal coordinates were established by GPS observations
 AG9572.and adjusted by the National Geodetic Survey in December 2002..
 AG9572
 AG9572.The orthometric height was determined by GPS observations and a
 AG9572.high-resolution geoid model.
 AG9572
 AG9572.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9572
 AG9572.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9572
 AG9572.The ellipsoidal height was determined by GPS observations
 AG9572.and is referenced to NAD 83.
 AG9572
 AG9572.The geoid height was determined by GEOID03.
 AG9572
 AG9572;                    North         East     Units Scale Factor Converg.
 AG9572;SPC WI N     -   113,532.464   551,751.092   MT  0.99994540   -0 27 03.1
 AG9572;SPC WI N     -   372,481.09  1,810,203.37   sFT  0.99994540   -0 27 03.1
 AG9572;UTM  15      - 5,117,504.942   683,280.628   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  =   0.99987780
 AG9572!UTM  15      -   0.99993240  x   1.00001295  =   0.99994534
 AG9572
 AG9572                          SUPERSEDED SURVEY CONTROL
 AG9572
 AG9572  NAD 83(1991)-  46 11 11.19980(N)    090 37 30.01521(W) AD(       ) 1
 AG9572  ELLIP H (04/30/98)  431.30   (m)                       GP(       ) 3 2
 AG9572
 AG9572.Superseded values are not recommended for survey control.
 AG9572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9572.See file dsdata.txt to determine how the superseded data were derived.
 AG9572
 AG9572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM8328117505(NAD 83)
 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 = OCTOBER  7, 2006
 AG9550 ***********************************************************************
 AG9550  DESIGNATION -  227 AIRPORT INN GPS
 AG9550  PID         -  AG9550
 AG9550  STATE/COUNTY-  WI/ASHLAND
 AG9550  USGS QUAD   -  ASHLAND EAST (1975)
 AG9550
 AG9550                         *CURRENT SURVEY CONTROL
 AG9550  ___________________________________________________________________
 AG9550* NAD 83(1997)-  46 33 34.43524(N)    090 51 14.63506(W)     ADJUSTED  
 AG9550* NAVD 88     -       222.9    (meters)     731.     (feet)  GPS OBS   
 AG9550  ___________________________________________________________________
 AG9550  X           -     -65,488.173 (meters)                     COMP
 AG9550  Y           -  -4,393,010.749 (meters)                     COMP
 AG9550  Z           -   4,608,374.712 (meters)                     COMP
 AG9550  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 AG9550  ELLIP HEIGHT-         191.37  (meters)          (12/26/02) GPS OBS
 AG9550  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 AG9550
 AG9550  HORZ ORDER  -  FIRST
 AG9550  ELLP ORDER  -  THIRD     CLASS II
 AG9550
 AG9550.The horizontal coordinates were established by GPS observations
 AG9550.and adjusted by the National Geodetic Survey in December 2002..
 AG9550
 AG9550.The orthometric height was determined by GPS observations and a
 AG9550.high-resolution geoid model.
 AG9550
 AG9550.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9550
 AG9550.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9550
 AG9550.The ellipsoidal height was determined by GPS observations
 AG9550.and is referenced to NAD 83.
 AG9550
 AG9550.The geoid height was determined by GEOID03.
 AG9550
 AG9550;                    North         East     Units Scale Factor Converg.
 AG9550;SPC WI N     -   155,168.376   534,514.674   MT  0.99996871   -0 36 58.0
 AG9550;SPC WI N     -   509,081.58  1,753,653.56   sFT  0.99996871   -0 36 58.0
 AG9550;UTM  15      - 5,158,459.094   664,479.673   MT  0.99993254   +1 33 30.6
 AG9550
 AG9550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9550!SPC WI N     -   0.99997000  x   0.99996871  =   0.99993871
 AG9550!UTM  15      -   0.99997000  x   0.99993254  =   0.99990254
 AG9550
 AG9550                          SUPERSEDED SURVEY CONTROL
 AG9550
 AG9550  NAD 83(1991)-  46 33 34.43514(N)    090 51 14.63325(W) AD(       ) 1
 AG9550
 AG9550.Superseded values are not recommended for survey control.
 AG9550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9550.See file dsdata.txt to determine how the superseded data were derived.
 AG9550
 AG9550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6448058459(NAD 83)
 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 - 1996
 AG9550
 AG9550  HISTORY     - Date     Condition        Report By
 AG9550  HISTORY     - 1996     MONUMENTED       WI-003
 AG9550  HISTORY     - 20040504 MARK NOT FOUND   USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0366 ***********************************************************************
 ON0366  DESIGNATION -  227 CAP
 ON0366  PID         -  ON0366
 ON0366  STATE/COUNTY-  WI/CRAWFORD
 ON0366  USGS QUAD   -  HARPERS FERRY (1983)
 ON0366
 ON0366                         *CURRENT SURVEY CONTROL
 ON0366  ___________________________________________________________________
 ON0366* NAD 83(1986)-  43 10 37.     (N)    091 07 47.     (W)     SCALED    
 ON0366* NAVD 88     -       193.287  (meters)     634.14   (feet)  ADJUSTED  
 ON0366  ___________________________________________________________________
 ON0366  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 ON0366  DYNAMIC HT  -         193.243 (meters)     634.00  (feet)  COMP
 ON0366  MODELED GRAV-     980,385.2   (mgal)                       NAVD 88
 ON0366
 ON0366  VERT ORDER  -  FIRST     CLASS I
 ON0366
 ON0366.The horizontal coordinates were scaled from a topographic map and have
 ON0366.an estimated accuracy of +/- 6 seconds.
 ON0366
 ON0366.The orthometric height was determined by differential leveling
 ON0366.and adjusted by the National Geodetic Survey in June 1991..
 ON0366
 ON0366.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0366.See file dsdata.txt to determine how the superseded data were derived.
 ON0366
 ON0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH520821(NAD 83)
 ON0366_MARKER: P = PIPE CAP
 ON0366_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ON0366_SP_SET: METAL PIPE DRIVEN INTO GROUND
 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 = OCTOBER  7, 2006
 ON0347 ***********************************************************************
 ON0347  DESIGNATION -  232=W 1
 ON0347  PID         -  ON0347
 ON0347  STATE/COUNTY-  WI/CRAWFORD
 ON0347  USGS QUAD   -  PRAIRIE DU CHIEN (1983)
 ON0347
 ON0347                         *CURRENT SURVEY CONTROL
 ON0347  ___________________________________________________________________
 ON0347* NAD 83(1986)-  43 03 05.     (N)    091 09 32.     (W)     SCALED    
 ON0347* NAVD 88     -       192.157  (meters)     630.44   (feet)  ADJUSTED  
 ON0347  ___________________________________________________________________
 ON0347  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 ON0347  DYNAMIC HT  -         192.112 (meters)     630.29  (feet)  COMP
 ON0347  MODELED GRAV-     980,377.6   (mgal)                       NAVD 88
 ON0347
 ON0347  VERT ORDER  -  FIRST     CLASS II
 ON0347
 ON0347.The horizontal coordinates were scaled from a topographic map and have
 ON0347.an estimated accuracy of +/- 6 seconds.
 ON0347
 ON0347.The orthometric height was determined by differential leveling
 ON0347.and adjusted by the National Geodetic Survey in June 1991..
 ON0347
 ON0347.The geoid height was determined by GEOID03.
 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     -   117,460.      505,590.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0347.See file dsdata.txt to determine how the superseded data were derived.
 ON0347
 ON0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH499681(NAD 83)
 ON0347_MARKER: B = BOLT
 ON0347_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ON0347_SP_SET: SILL
 ON0347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0347
 ON0347  HISTORY     - Date     Condition        Report By
 ON0347  HISTORY     - UNK      MONUMENTED       CGS
 ON0347  HISTORY     - 1935     GOOD             NGS
 ON0347  HISTORY     - 1970     MARK NOT FOUND   NGS
 ON0347
 ON0347                          STATION DESCRIPTION
 ON0347
 ON0347'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 AB8410 ***********************************************************************
 AB8410  DESIGNATION -  24
 AB8410  PID         -  AB8410
 AB8410  STATE/COUNTY-  WI/BURNETT
 AB8410  USGS QUAD   -  FALUN (1982)
 AB8410
 AB8410                         *CURRENT SURVEY CONTROL
 AB8410  ___________________________________________________________________
 AB8410* NAD 83(1997)-  45 45 05.64330(N)    092 32 41.55458(W)     ADJUSTED  
 AB8410* NAVD 88     -       287.4    (meters)     943.     (feet)  GPS OBS   
 AB8410  ___________________________________________________________________
 AB8410  X           -    -197,957.883 (meters)                     COMP
 AB8410  Y           -  -4,453,926.387 (meters)                     COMP
 AB8410  Z           -   4,546,209.604 (meters)                     COMP
 AB8410  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 AB8410  ELLIP HEIGHT-         260.58  (meters)          (01/30/03) GPS OBS
 AB8410  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AB8410
 AB8410  HORZ ORDER  -  FIRST
 AB8410  ELLP ORDER  -  FOURTH    CLASS I
 AB8410
 AB8410.The horizontal coordinates were established by GPS observations
 AB8410.and adjusted by the National Geodetic Survey in January 2003..
 AB8410
 AB8410.The orthometric height was determined by GPS observations and a
 AB8410.high-resolution geoid model.
 AB8410
 AB8410.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8410
 AB8410.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8410
 AB8410.The ellipsoidal height was determined by GPS observations
 AB8410.and is referenced to NAD 83.
 AB8410
 AB8410.The geoid height was determined by GEOID03.
 AB8410
 AB8410;                    North         East     Units Scale Factor Converg.
 AB8410;SPC WI N     -    68,179.897   402,024.594   MT  0.99997158   -1 50 08.9
 AB8410;SPC WI N     -   223,686.88  1,318,975.69   sFT  0.99997158   -1 50 08.9
 AB8410;UTM  15      - 5,066,546.260   535,398.661   MT  0.99961540   +0 19 33.7
 AB8410
 AB8410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8410!SPC WI N     -   0.99995915  x   0.99997158  =   0.99993073
 AB8410!UTM  15      -   0.99995915  x   0.99961540  =   0.99957457
 AB8410
 AB8410                          SUPERSEDED SURVEY CONTROL
 AB8410
 AB8410  NAD 83(1991)-  45 45 05.64303(N)    092 32 41.55268(W) AD(       ) 1
 AB8410  ELLIP H (12/09/96)  260.61   (m)                       GP(       ) 4 1
 AB8410
 AB8410.Superseded values are not recommended for survey control.
 AB8410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8410.See file dsdata.txt to determine how the superseded data were derived.
 AB8410
 AB8410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL3539966546(NAD 83)
 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 = OCTOBER  7, 2006
 DH5183 ***********************************************************************
 DH5183  DESIGNATION -  24 164W
 DH5183  PID         -  DH5183
 DH5183  STATE/COUNTY-  WI/MONROE
 DH5183  USGS QUAD   -  MELVINA (1983)
 DH5183
 DH5183                         *CURRENT SURVEY CONTROL
 DH5183  ___________________________________________________________________
 DH5183* NAD 83(1997)-  43 51 12.90510(N)    090 47 28.08320(W)     ADJUSTED  
 DH5183* NAVD 88     -                                                        
 DH5183  ___________________________________________________________________
 DH5183  X           -     -63,609.832 (meters)                     COMP
 DH5183  Y           -  -4,606,479.153 (meters)                     COMP
 DH5183  Z           -   4,396,524.622 (meters)                     COMP
 DH5183  LAPLACE CORR-          -6.65  (seconds)                    DEFLEC99
 DH5183  ELLIP HEIGHT-         216.34  (meters)          (08/01/05) GPS OBS
 DH5183  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 DH5183
 DH5183  HORZ ORDER  -  FIRST
 DH5183  ELLP ORDER  -  SECOND    CLASS I
 DH5183
 DH5183.The horizontal coordinates were established by GPS observations
 DH5183.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5183
 DH5183
 DH5183.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5183
 DH5183.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5183
 DH5183.The ellipsoidal height was determined by GPS observations
 DH5183.and is referenced to NAD 83.
 DH5183
 DH5183.The geoid height was determined by GEOID03.
 DH5183
 DH5183;                    North         East     Units Scale Factor Converg.
 DH5183;SPC WI S     -   206,220.911   536,393.565   MT  0.99996368   -0 32 36.9
 DH5183;SPC WI S     -   676,576.44  1,759,817.89   sFT  0.99996368   -0 32 36.9
 DH5183;UTM  15      - 4,857,982.510   677,530.601   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                          SUPERSEDED SURVEY CONTROL
 DH5183
 DH5183.No superseded survey control is available for this station.
 DH5183
 DH5183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7753157983(NAD 83)
 DH5183_MARKER: DD = SURVEY DISK
 DH5183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5183_STAMPING: 24-164W
 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 - February 26, 2003
 DH5183
 DH5183  HISTORY     - Date     Condition        Report By
 DH5183  HISTORY     - 1996     MONUMENTED       WI-081
 DH5183  HISTORY     - 20030226 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0522 ***********************************************************************
 QM0522  DESIGNATION -  24 SAN
 QM0522  PID         -  QM0522
 QM0522  STATE/COUNTY-  WI/ONEIDA
 QM0522  USGS QUAD   -  GEORGE LAKE (1982)
 QM0522
 QM0522                         *CURRENT SURVEY CONTROL
 QM0522  ___________________________________________________________________
 QM0522* NAD 83(1986)-  45 35 15.     (N)    089 15 33.     (W)     SCALED    
 QM0522* NAVD 88     -       489.979  (meters)    1607.54   (feet)  ADJUSTED  
 QM0522  ___________________________________________________________________
 QM0522  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 QM0522  DYNAMIC HT  -         489.948 (meters)    1607.44  (feet)  COMP
 QM0522  MODELED GRAV-     980,538.2   (mgal)                       NAVD 88
 QM0522
 QM0522  VERT ORDER  -  FIRST     CLASS II
 QM0522
 QM0522.The horizontal coordinates were scaled from a topographic map and have
 QM0522.an estimated accuracy of +/- 6 seconds.
 QM0522
 QM0522.The orthometric height was determined by differential leveling
 QM0522.and adjusted by the National Geodetic Survey in June 1991..
 QM0522
 QM0522.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 QM0522
 QM0522.No superseded survey control is available for this station.
 QM0522
 QM0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR237507(NAD 83)
 QM0522_MARKER: DD = SURVEY DISK
 QM0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0522_SP_SET: CONCRETE POST
 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 = OCTOBER  7, 2006
 DH5413 ***********************************************************************
 DH5413  DESIGNATION -  25 163W
 DH5413  PID         -  DH5413
 DH5413  STATE/COUNTY-  WI/MONROE
 DH5413  USGS QUAD   -  ST MARYS (1983)
 DH5413
 DH5413                         *CURRENT SURVEY CONTROL
 DH5413  ___________________________________________________________________
 DH5413* NAD 83(1997)-  43 50 28.86605(N)    090 40 33.45515(W)     ADJUSTED  
 DH5413* NAVD 88     -                                                        
 DH5413  ___________________________________________________________________
 DH5413  X           -     -54,362.521 (meters)                     COMP
 DH5413  Y           -  -4,607,668.521 (meters)                     COMP
 DH5413  Z           -   4,395,668.493 (meters)                     COMP
 DH5413  LAPLACE CORR-          -5.67  (seconds)                    DEFLEC99
 DH5413  ELLIP HEIGHT-         395.57  (meters)          (08/01/05) GPS OBS
 DH5413  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 DH5413
 DH5413  HORZ ORDER  -  FIRST
 DH5413  ELLP ORDER  -  SECOND    CLASS I
 DH5413
 DH5413.The horizontal coordinates were established by GPS observations
 DH5413.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5413
 DH5413
 DH5413.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5413
 DH5413.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5413
 DH5413.The ellipsoidal height was determined by GPS observations
 DH5413.and is referenced to NAD 83.
 DH5413
 DH5413.The geoid height was determined by GEOID03.
 DH5413
 DH5413;                    North         East     Units Scale Factor Converg.
 DH5413;SPC WI S     -   204,780.340   545,642.244   MT  0.99996202   -0 27 52.0
 DH5413;SPC WI S     -   671,850.17  1,790,161.26   sFT  0.99996202   -0 27 52.0
 DH5413;UTM  15      - 4,856,877.629   686,825.788   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  =   0.99996729
 DH5413
 DH5413                          SUPERSEDED SURVEY CONTROL
 DH5413
 DH5413.No superseded survey control is available for this station.
 DH5413
 DH5413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ8682656878(NAD 83)
 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 = OCTOBER  7, 2006
 DH5393 ***********************************************************************
 DH5393  DESIGNATION -  25 173W
 DH5393  PID         -  DH5393
 DH5393  STATE/COUNTY-  WI/MONROE
 DH5393  USGS QUAD   -  CITY ROCK (1983)
 DH5393
 DH5393                         *CURRENT SURVEY CONTROL
 DH5393  ___________________________________________________________________
 DH5393* NAD 83(1997)-  43 55 24.72884(N)    090 41 05.69279(W)     ADJUSTED  
 DH5393* NAVD 88     -                                                        
 DH5393  ___________________________________________________________________
 DH5393  X           -     -55,005.700 (meters)                     COMP
 DH5393  Y           -  -4,601,221.894 (meters)                     COMP
 DH5393  Z           -   4,402,146.152 (meters)                     COMP
 DH5393  LAPLACE CORR-          -5.85  (seconds)                    DEFLEC99
 DH5393  ELLIP HEIGHT-         245.10  (meters)          (08/01/05) GPS OBS
 DH5393  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 DH5393
 DH5393  HORZ ORDER  -  FIRST
 DH5393  ELLP ORDER  -  SECOND    CLASS I
 DH5393
 DH5393.The horizontal coordinates were established by GPS observations
 DH5393.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5393
 DH5393
 DH5393.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5393
 DH5393.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5393
 DH5393.The ellipsoidal height was determined by GPS observations
 DH5393.and is referenced to NAD 83.
 DH5393
 DH5393.The geoid height was determined by GEOID03.
 DH5393
 DH5393;                    North         East     Units Scale Factor Converg.
 DH5393;SPC WI S     -   213,917.087   544,997.145   MT  0.99997407   -0 28 14.2
 DH5393;SPC WI S     -   701,826.31  1,788,044.80   sFT  0.99997407   -0 28 14.2
 DH5393;UTM  15      - 4,865,985.551   685,850.096   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                          SUPERSEDED SURVEY CONTROL
 DH5393
 DH5393.No superseded survey control is available for this station.
 DH5393
 DH5393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ8585065986(NAD 83)
 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 - February 27, 2003
 DH5393
 DH5393  HISTORY     - Date     Condition        Report By
 DH5393  HISTORY     - 1996     MONUMENTED       WI-081
 DH5393  HISTORY     - 20030227 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP0427 ***********************************************************************
 PP0427  DESIGNATION -  2515 C
 PP0427  PID         -  PP0427
 PP0427  STATE/COUNTY-  WI/PIERCE
 PP0427  USGS QUAD   -  RED WING (1994)
 PP0427
 PP0427                         *CURRENT SURVEY CONTROL
 PP0427  ___________________________________________________________________
 PP0427* NAD 83(1986)-  44 34 32.     (N)    092 32 24.     (W)     SCALED    
 PP0427* NAVD 88     -       206.026  (meters)     675.94   (feet)  ADJUSTED  
 PP0427  ___________________________________________________________________
 PP0427  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 PP0427  DYNAMIC HT  -         205.997 (meters)     675.84  (feet)  COMP
 PP0427  MODELED GRAV-     980,475.8   (mgal)                       NAVD 88
 PP0427
 PP0427  VERT ORDER  -  FIRST     CLASS I
 PP0427
 PP0427.The horizontal coordinates were scaled from a topographic map and have
 PP0427.an estimated accuracy of +/- 6 seconds.
 PP0427
 PP0427.The orthometric height was determined by differential leveling
 PP0427.and adjusted by the National Geodetic Survey in June 1991..
 PP0427
 PP0427.The geoid height was determined by GEOID03.
 PP0427
 PP0427.The dynamic height is computed by dividing the NAVD 88
 PP0427.geopotential number by the normal gravity value computed on the
 PP0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0427.degrees latitude (g = 980.6199 gals.).
 PP0427
 PP0427.The modeled gravity was interpolated from observed gravity values.
 PP0427
 PP0427;                    North         East    Units  Estimated Accuracy
 PP0427;SPC WI C     -    85,630.      398,300.      MT  (+/- 180 meters Scaled)
 PP0427
 PP0427                          SUPERSEDED SURVEY CONTROL
 PP0427
 PP0427  NGVD 29 (??/??/92)  205.989  (m)          675.82   (f) ADJ UNCH    1 1
 PP0427
 PP0427.Superseded values are not recommended for survey control.
 PP0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0427.See file dsdata.txt to determine how the superseded data were derived.
 PP0427
 PP0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK365359(NAD 83)
 PP0427_MARKER: DD = SURVEY DISK
 PP0427_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0427_SP_SET: CULVERT
 PP0427_STAMPING: 2515-C 1961
 PP0427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0427+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2003
 PP0427
 PP0427  HISTORY     - Date     Condition        Report By
 PP0427  HISTORY     - 1961     MONUMENTED       MNDT
 PP0427  HISTORY     - 1970     GOOD             NGS
 PP0427  HISTORY     - 20030920 GOOD             USPSQD
 PP0427
 PP0427                          STATION DESCRIPTION
 PP0427
 PP0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PP0427'1.85 MI S FROM HAGER CITY.
 PP0427'ABOUT 0.4 MILE SOUTH ALONG COUNTY ROADS VV AND K FROM THE POST OFFICE
 PP0427'AT HAGER CITY, THENCE 1.45 MILES SOUTH ALONG U.S. HIGHWAY 63, 0.3 MILE
 PP0427'NORTHWEST OF THE NORTHWEST END OF THE HIGHWAY BRIDGE OVER THE
 PP0427'MISSISSIPPI RIVER, 43 FEET SOUTHWEST OF THE CENTER LINE OF THE
 PP0427'HIGHWAY, SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE
 PP0427'HEADWALL OF A 12- X 10-FOOT CONCRETE CULVERT, AND ABOUT 6 1/2 FEET
 PP0427'BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- THE MINNESOTA HIGHWAY
 PP0427'DEPARTMENT INFORMED THIS PARTY THAT THIS MARK WAS ERRONEOUSLY SET IN
 PP0427'THE STATE OF WISCONSIN.
 PP0427
 PP0427                          STATION RECOVERY (2003)
 PP0427
 PP0427'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEH)
 PP0427'LAT LO AS MEASURED 44 34 32.5 N 092 32 25.5 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP0428 ***********************************************************************
 PP0428  DESIGNATION -  2515 E
 PP0428  PID         -  PP0428
 PP0428  STATE/COUNTY-  WI/PIERCE
 PP0428  USGS QUAD   -  RED WING (1994)
 PP0428
 PP0428                         *CURRENT SURVEY CONTROL
 PP0428  ___________________________________________________________________
 PP0428* NAD 83(1986)-  44 35 14.     (N)    092 32 38.     (W)     SCALED    
 PP0428* NAVD 88     -       210.195  (meters)     689.61   (feet)  ADJUSTED  
 PP0428  ___________________________________________________________________
 PP0428  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 PP0428  DYNAMIC HT  -         210.165 (meters)     689.52  (feet)  COMP
 PP0428  MODELED GRAV-     980,474.2   (mgal)                       NAVD 88
 PP0428
 PP0428  VERT ORDER  -  FIRST     CLASS I
 PP0428
 PP0428.The horizontal coordinates were scaled from a topographic map and have
 PP0428.an estimated accuracy of +/- 6 seconds.
 PP0428
 PP0428.The orthometric height was determined by differential leveling
 PP0428.and adjusted by the National Geodetic Survey in June 1991..
 PP0428
 PP0428.The geoid height was determined by GEOID03.
 PP0428
 PP0428.The dynamic height is computed by dividing the NAVD 88
 PP0428.geopotential number by the normal gravity value computed on the
 PP0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0428.degrees latitude (g = 980.6199 gals.).
 PP0428
 PP0428.The modeled gravity was interpolated from observed gravity values.
 PP0428
 PP0428;                    North         East    Units  Estimated Accuracy
 PP0428;SPC WI C     -    86,930.      398,030.      MT  (+/- 180 meters Scaled)
 PP0428
 PP0428                          SUPERSEDED SURVEY CONTROL
 PP0428
 PP0428  NGVD 29 (??/??/92)  210.157  (m)          689.49   (f) ADJ UNCH    1 1
 PP0428
 PP0428.Superseded values are not recommended for survey control.
 PP0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0428.See file dsdata.txt to determine how the superseded data were derived.
 PP0428
 PP0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK362371(NAD 83)
 PP0428_MARKER: DD = SURVEY DISK
 PP0428_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0428_SP_SET: WALKWAY
 PP0428_STAMPING: 2515-E 1961
 PP0428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0428+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2003
 PP0428
 PP0428  HISTORY     - Date     Condition        Report By
 PP0428  HISTORY     - 1961     MONUMENTED       MNDT
 PP0428  HISTORY     - 1970     GOOD             NGS
 PP0428  HISTORY     - 20030920 GOOD             USPSQD
 PP0428  HISTORY     - 20031203 MARK NOT FOUND   WIDT
 PP0428
 PP0428                          STATION DESCRIPTION
 PP0428
 PP0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PP0428'0.95 MI S FROM HAGER CITY.
 PP0428'ABOUT 0.4 MILE SOUTH ALONG COUNTY ROADS VV AND K FROM THE POST OFFICE
 PP0428'AT HAGER CITY, THENCE 0.55 MILE SOUTHWEST ALONG U.S. HIGHWAY 63, 17.4
 PP0428'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF
 PP0428'THE SOUTH CORNER OF A CONCRETE WALKWAY AT THE SOUTHWEST END OF A
 PP0428'HIGHWAY BRIDGE OVER THE WISCONSIN CHANNEL OF THE MISSISSIPPI RIVER,
 PP0428'11.7 FEET SOUTHWEST OF THE SOUTHWEST END OF A METAL GUARDRAIL, 5
 PP0428'INCHES NORTHWEST OF A CONCRETE PILLAR, AND ABOUT 1 FOOT ABOVE THE
 PP0428'LEVEL OF THE HIGHWAY.  SECTION 3, T 24N, R 18W.  NOTE-- THE MINNESOTA
 PP0428'HIGHWAY DEPARTMENT INFORMED THIS PARTY THAT THIS MARK WAS ERRONEOUSLY
 PP0428'SET IN THE STATE OF WISCONSIN.
 PP0428
 PP0428                          STATION RECOVERY (2003)
 PP0428
 PP0428'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEH)
 PP0428'LAT LO AS MEASURED 44 35 14.5 N  092 32 37.6 W
 PP0428
 PP0428                          STATION RECOVERY (2003)
 PP0428
 PP0428'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PP0428'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0286 ***********************************************************************
 NH0286  DESIGNATION -  267
 NH0286  PID         -  NH0286
 NH0286  STATE/COUNTY-  WI/ROCK
 NH0286  USGS QUAD   -  JANESVILLE EAST (1976)
 NH0286
 NH0286                         *CURRENT SURVEY CONTROL
 NH0286  ___________________________________________________________________
 NH0286* NAD 83(1986)-  42 44 10.     (N)    088 59 33.     (W)     SCALED    
 NH0286* NAVD 88     -       288.785  (meters)     947.46   (feet)  ADJUSTED  
 NH0286  ___________________________________________________________________
 NH0286  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 NH0286  DYNAMIC HT  -         288.704 (meters)     947.19  (feet)  COMP
 NH0286  MODELED GRAV-     980,331.7   (mgal)                       NAVD 88
 NH0286
 NH0286  VERT ORDER  -  SECOND    CLASS 0
 NH0286
 NH0286.The horizontal coordinates were scaled from a topographic map and have
 NH0286.an estimated accuracy of +/- 6 seconds.
 NH0286
 NH0286.The orthometric height was determined by differential leveling
 NH0286.and adjusted by the National Geodetic Survey in June 1991..
 NH0286
 NH0286.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0286.See file dsdata.txt to determine how the superseded data were derived.
 NH0286
 NH0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN368334(NAD 83)
 NH0286_MARKER: DD = SURVEY DISK
 NH0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0286_STAMPING: 267
 NH0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0286+STABILITY: SURFACE MOTION
 NH0286
 NH0286  HISTORY     - Date     Condition        Report By
 NH0286  HISTORY     - UNK      MONUMENTED       WIGS
 NH0286  HISTORY     - 1934     GOOD             NGS
 NH0286  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH0286
 NH0286                          STATION DESCRIPTION
 NH0286
 NH0286'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 DH5404 ***********************************************************************
 DH5404  DESIGNATION -  27 152W
 DH5404  PID         -  DH5404
 DH5404  STATE/COUNTY-  WI/MONROE
 DH5404  USGS QUAD   -  ONTARIO (1983)
 DH5404
 DH5404                         *CURRENT SURVEY CONTROL
 DH5404  ___________________________________________________________________
 DH5404* NAD 83(1997)-  43 44 32.59378(N)    090 36 06.77006(W)     ADJUSTED  
 DH5404* NAVD 88     -                                                        
 DH5404  ___________________________________________________________________
 DH5404  X           -     -48,483.914 (meters)                     COMP
 DH5404  Y           -  -4,615,236.989 (meters)                     COMP
 DH5404  Z           -   4,387,627.688 (meters)                     COMP
 DH5404  LAPLACE CORR-          -6.04  (seconds)                    DEFLEC99
 DH5404  ELLIP HEIGHT-         246.71  (meters)          (08/01/05) GPS OBS
 DH5404  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 DH5404
 DH5404  HORZ ORDER  -  FIRST
 DH5404  ELLP ORDER  -  SECOND    CLASS I
 DH5404
 DH5404.The horizontal coordinates were established by GPS observations
 DH5404.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5404
 DH5404
 DH5404.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5404
 DH5404.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5404
 DH5404.The ellipsoidal height was determined by GPS observations
 DH5404.and is referenced to NAD 83.
 DH5404
 DH5404.The geoid height was determined by GEOID03.
 DH5404
 DH5404;                    North         East     Units Scale Factor Converg.
 DH5404;SPC WI S     -   193,739.700   551,519.900   MT  0.99995024   -0 24 48.8
 DH5404;SPC WI S     -   635,627.67  1,809,444.87   sFT  0.99995024   -0 24 48.8
 DH5404;UTM  15      - 4,846,055.922   693,099.605   MT  1.00005865   +1 39 31.0
 DH5404
 DH5404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5404!SPC WI S     -   0.99996131  x   0.99995024  =   0.99991156
 DH5404!UTM  15      -   0.99996131  x   1.00005865  =   1.00001996
 DH5404
 DH5404                          SUPERSEDED SURVEY CONTROL
 DH5404
 DH5404.No superseded survey control is available for this station.
 DH5404
 DH5404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9310046056(NAD 83)
 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 - December 28, 2005
 DH5404
 DH5404  HISTORY     - Date     Condition        Report By
 DH5404  HISTORY     - 1997     MONUMENTED       WI-081
 DH5404  HISTORY     - 20030304 GOOD             WIDT
 DH5404  HISTORY     - 20051228 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5405 ***********************************************************************
 DH5405  DESIGNATION -  27 153W
 DH5405  PID         -  DH5405
 DH5405  STATE/COUNTY-  WI/MONROE
 DH5405  USGS QUAD   -  DELL (1983)
 DH5405
 DH5405                         *CURRENT SURVEY CONTROL
 DH5405  ___________________________________________________________________
 DH5405* NAD 83(1997)-  43 44 51.24565(N)    090 43 08.25292(W)     ADJUSTED  
 DH5405* NAVD 88     -                                                        
 DH5405  ___________________________________________________________________
 DH5405  X           -     -57,910.720 (meters)                     COMP
 DH5405  Y           -  -4,614,818.125 (meters)                     COMP
 DH5405  Z           -   4,388,127.684 (meters)                     COMP
 DH5405  LAPLACE CORR-          -6.46  (seconds)                    DEFLEC99
 DH5405  ELLIP HEIGHT-         368.35  (meters)          (08/01/05) GPS OBS
 DH5405  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 DH5405
 DH5405  HORZ ORDER  -  FIRST
 DH5405  ELLP ORDER  -  SECOND    CLASS I
 DH5405
 DH5405.The horizontal coordinates were established by GPS observations
 DH5405.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5405
 DH5405
 DH5405.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5405
 DH5405.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5405
 DH5405.The ellipsoidal height was determined by GPS observations
 DH5405.and is referenced to NAD 83.
 DH5405
 DH5405.The geoid height was determined by GEOID03.
 DH5405
 DH5405;                    North         East     Units Scale Factor Converg.
 DH5405;SPC WI S     -   194,389.993   542,094.667   MT  0.99995079   -0 29 38.4
 DH5405;SPC WI S     -   637,761.17  1,778,522.25   sFT  0.99995079   -0 29 38.4
 DH5405;UTM  15      - 4,846,365.052   683,656.210   MT  1.00001489   +1 34 39.9
 DH5405
 DH5405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5405!SPC WI S     -   0.99994224  x   0.99995079  =   0.99989304
 DH5405!UTM  15      -   0.99994224  x   1.00001489  =   0.99995713
 DH5405
 DH5405                          SUPERSEDED SURVEY CONTROL
 DH5405
 DH5405.No superseded survey control is available for this station.
 DH5405
 DH5405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ8365646365(NAD 83)
 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 - March 04, 2003
 DH5405
 DH5405  HISTORY     - Date     Condition        Report By
 DH5405  HISTORY     - 1997     MONUMENTED       WI-081
 DH5405  HISTORY     - 20030304 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5406 ***********************************************************************
 DH5406  DESIGNATION -  27 164W
 DH5406  PID         -  DH5406
 DH5406  STATE/COUNTY-  WI/MONROE
 DH5406  USGS QUAD   -  MELVINA (1983)
 DH5406
 DH5406                         *CURRENT SURVEY CONTROL
 DH5406  ___________________________________________________________________
 DH5406* NAD 83(1997)-  43 50 17.61059(N)    090 50 52.79227(W)     ADJUSTED  
 DH5406* NAVD 88     -                                                        
 DH5406  ___________________________________________________________________
 DH5406  X           -     -68,199.130 (meters)                     COMP
 DH5406  Y           -  -4,607,602.479 (meters)                     COMP
 DH5406  Z           -   4,395,300.135 (meters)                     COMP
 DH5406  LAPLACE CORR-          -8.46  (seconds)                    DEFLEC99
 DH5406  ELLIP HEIGHT-         225.52  (meters)          (08/01/05) GPS OBS
 DH5406  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 DH5406
 DH5406  HORZ ORDER  -  FIRST
 DH5406  ELLP ORDER  -  SECOND    CLASS I
 DH5406
 DH5406.The horizontal coordinates were established by GPS observations
 DH5406.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5406
 DH5406
 DH5406.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5406
 DH5406.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5406
 DH5406.The ellipsoidal height was determined by GPS observations
 DH5406.and is referenced to NAD 83.
 DH5406
 DH5406.The geoid height was determined by GEOID03.
 DH5406
 DH5406;                    North         East     Units Scale Factor Converg.
 DH5406;SPC WI S     -   204,559.404   531,804.582   MT  0.99996160   -0 34 57.6
 DH5406;SPC WI S     -   671,125.31  1,744,762.20   sFT  0.99996160   -0 34 57.6
 DH5406;UTM  15      - 4,856,155.993   673,004.684   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                          SUPERSEDED SURVEY CONTROL
 DH5406
 DH5406.No superseded survey control is available for this station.
 DH5406
 DH5406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7300556156(NAD 83)
 DH5406_MARKER: DD = SURVEY DISK
 DH5406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5406_STAMPING: 27-164W
 DH5406_MARK LOGO: WI-081
 DH5406_PROJECTION: FLUSH
 DH5406_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5406+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2003
 DH5406
 DH5406  HISTORY     - Date     Condition        Report By
 DH5406  HISTORY     - 1996     MONUMENTED       WI-081
 DH5406  HISTORY     - 20030226 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5379 ***********************************************************************
 DH5379  DESIGNATION -  27 174W
 DH5379  PID         -  DH5379
 DH5379  STATE/COUNTY-  WI/MONROE
 DH5379  USGS QUAD   -  SPARTA (1983)
 DH5379
 DH5379                         *CURRENT SURVEY CONTROL
 DH5379  ___________________________________________________________________
 DH5379* NAD 83(1997)-  43 55 09.84339(N)    090 50 56.84885(W)     ADJUSTED  
 DH5379* NAVD 88     -                                                        
 DH5379  ___________________________________________________________________
 DH5379  X           -     -68,196.869 (meters)                     COMP
 DH5379  Y           -  -4,601,334.496 (meters)                     COMP
 DH5379  Z           -   4,401,786.787 (meters)                     COMP
 DH5379  LAPLACE CORR-          -7.77  (seconds)                    DEFLEC99
 DH5379  ELLIP HEIGHT-         204.11  (meters)          (08/01/05) GPS OBS
 DH5379  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 DH5379
 DH5379  HORZ ORDER  -  FIRST
 DH5379  ELLP ORDER  -  SECOND    CLASS I
 DH5379
 DH5379.The horizontal coordinates were established by GPS observations
 DH5379.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5379
 DH5379
 DH5379.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5379
 DH5379.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5379
 DH5379.The ellipsoidal height was determined by GPS observations
 DH5379.and is referenced to NAD 83.
 DH5379
 DH5379.The geoid height was determined by GEOID03.
 DH5379
 DH5379;                    North         East     Units Scale Factor Converg.
 DH5379;SPC WI S     -   213,578.995   531,805.805   MT  0.99997341   -0 35 00.4
 DH5379;SPC WI S     -   700,717.09  1,744,766.21   sFT  0.99997341   -0 35 00.4
 DH5379;UTM  15      - 4,865,169.716   672,679.382   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                          SUPERSEDED SURVEY CONTROL
 DH5379
 DH5379.No superseded survey control is available for this station.
 DH5379
 DH5379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7267965170(NAD 83)
 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: PROJECTING 5 CENTIMETERS
 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 - December 28, 2005
 DH5379
 DH5379  HISTORY     - Date     Condition        Report By
 DH5379  HISTORY     - 1996     MONUMENTED       WI-081
 DH5379  HISTORY     - 20030226 GOOD             WIDT
 DH5379  HISTORY     - 20051228 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG3900 ***********************************************************************
 DG3900  DESIGNATION -  27 VP
 DG3900  PID         -  DG3900
 DG3900  STATE/COUNTY-  WI/JEFFERSON
 DG3900  USGS QUAD   -  PALMYRA (1995)
 DG3900
 DG3900                         *CURRENT SURVEY CONTROL
 DG3900  ___________________________________________________________________
 DG3900* NAD 83(1986)-  42 52 33.     (N)    088 35 16.     (W)     SCALED    
 DG3900* NAVD 88     -       258.405  (meters)     847.78   (feet)  ADJUSTED  
 DG3900  ___________________________________________________________________
 DG3900  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 DG3900  DYNAMIC HT  -         258.335 (meters)     847.55  (feet)  COMP
 DG3900  MODELED GRAV-     980,344.3   (mgal)                       NAVD 88
 DG3900
 DG3900  VERT ORDER  -  SECOND    CLASS I
 DG3900
 DG3900.The horizontal coordinates were scaled from a topographic map and have
 DG3900.an estimated accuracy of +/- 6 seconds.
 DG3900
 DG3900.The orthometric height was determined by differential leveling
 DG3900.and adjusted by the National Geodetic Survey in February 2004..
 DG3900
 DG3900.The geoid height was determined by GEOID03.
 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     -    98,270.      715,380.      MT  (+/- 180 meters Scaled)
 DG3900
 DG3900                          SUPERSEDED SURVEY CONTROL
 DG3900
 DG3900.No superseded survey control is available for this station.
 DG3900
 DG3900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN703482(NAD 83)
 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 - August 12, 2002
 DG3900
 DG3900  HISTORY     - Date     Condition        Report By
 DG3900  HISTORY     - 1957     MONUMENTED       USGS
 DG3900  HISTORY     - 20020812 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0289 ***********************************************************************
 NH0289  DESIGNATION -  271
 NH0289  PID         -  NH0289
 NH0289  STATE/COUNTY-  WI/ROCK
 NH0289  USGS QUAD   -  MILTON (1976)
 NH0289
 NH0289                         *CURRENT SURVEY CONTROL
 NH0289  ___________________________________________________________________
 NH0289* NAD 83(1986)-  42 46 51.     (N)    088 58 01.     (W)     SCALED    
 NH0289* NAVD 88     -       268.671  (meters)     881.46   (feet)  ADJUSTED  
 NH0289  ___________________________________________________________________
 NH0289  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 NH0289  DYNAMIC HT  -         268.596 (meters)     881.22  (feet)  COMP
 NH0289  MODELED GRAV-     980,335.3   (mgal)                       NAVD 88
 NH0289
 NH0289  VERT ORDER  -  SECOND    CLASS 0
 NH0289
 NH0289.The horizontal coordinates were scaled from a topographic map and have
 NH0289.an estimated accuracy of +/- 6 seconds.
 NH0289
 NH0289.The orthometric height was determined by differential leveling
 NH0289.and adjusted by the National Geodetic Survey in June 1991..
 NH0289
 NH0289.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0289.See file dsdata.txt to determine how the superseded data were derived.
 NH0289
 NH0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN391383(NAD 83)
 NH0289_MARKER: DD = SURVEY DISK
 NH0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0289_STAMPING: 271
 NH0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0289+STABILITY: SURFACE MOTION
 NH0289
 NH0289  HISTORY     - Date     Condition        Report By
 NH0289  HISTORY     - UNK      MONUMENTED       WIGS
 NH0289  HISTORY     - 1958     MARK NOT FOUND   NGS
 NH0289  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH0289
 NH0289                          STATION DESCRIPTION
 NH0289
 NH0289'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 OM0415 ***********************************************************************
 OM0415  DESIGNATION -  276
 OM0415  PID         -  OM0415
 OM0415  STATE/COUNTY-  WI/DANE
 OM0415  USGS QUAD   -  MADISON EAST (1983)
 OM0415
 OM0415                         *CURRENT SURVEY CONTROL
 OM0415  ___________________________________________________________________
 OM0415* NAD 83(1986)-  43 05 19.     (N)    089 21 48.     (W)     SCALED    
 OM0415* NAVD 88     -       260.312  (meters)     854.04   (feet)  ADJUSTED  
 OM0415  ___________________________________________________________________
 OM0415  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 OM0415  DYNAMIC HT  -         260.245 (meters)     853.82  (feet)  COMP
 OM0415  MODELED GRAV-     980,354.4   (mgal)                       NAVD 88
 OM0415
 OM0415  VERT ORDER  -  SECOND    CLASS 0
 OM0415
 OM0415.The horizontal coordinates were scaled from a topographic map and have
 OM0415.an estimated accuracy of +/- 6 seconds.
 OM0415
 OM0415.The orthometric height was determined by differential leveling
 OM0415.and adjusted by the National Geodetic Survey in June 1991..
 OM0415
 OM0415.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0415.See file dsdata.txt to determine how the superseded data were derived.
 OM0415
 OM0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN076733(NAD 83)
 OM0415_MARKER: DD = SURVEY DISK
 OM0415_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OM0415_SP_SET: CONCRETE SLAB
 OM0415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0415
 OM0415  HISTORY     - Date     Condition        Report By
 OM0415  HISTORY     - UNK      MONUMENTED       WIGS
 OM0415  HISTORY     - 1934     GOOD             NGS
 OM0415  HISTORY     - 19950429 MARK NOT FOUND   USPSQD
 OM0415
 OM0415                          STATION DESCRIPTION
 OM0415
 OM0415'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 DH5185 ***********************************************************************
 DH5185  DESIGNATION -  28 163W
 DH5185  PID         -  DH5185
 DH5185  STATE/COUNTY-  WI/MONROE
 DH5185  USGS QUAD   -  ST MARYS (1983)
 DH5185
 DH5185                         *CURRENT SURVEY CONTROL
 DH5185  ___________________________________________________________________
 DH5185* NAD 83(1997)-  43 50 20.11849(N)    090 44 32.35385(W)     ADJUSTED  
 DH5185* NAVD 88     -                                                        
 DH5185  ___________________________________________________________________
 DH5185  X           -     -59,700.092 (meters)                     COMP
 DH5185  Y           -  -4,607,675.295 (meters)                     COMP
 DH5185  Z           -   4,395,364.106 (meters)                     COMP
 DH5185  LAPLACE CORR-          -5.15  (seconds)                    DEFLEC99
 DH5185  ELLIP HEIGHT-         237.27  (meters)          (08/01/05) GPS OBS
 DH5185  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 DH5185
 DH5185  HORZ ORDER  -  FIRST
 DH5185  ELLP ORDER  -  SECOND    CLASS I
 DH5185
 DH5185.The horizontal coordinates were established by GPS observations
 DH5185.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5185
 DH5185
 DH5185.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5185
 DH5185.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5185
 DH5185.The ellipsoidal height was determined by GPS observations
 DH5185.and is referenced to NAD 83.
 DH5185
 DH5185.The geoid height was determined by GEOID03.
 DH5185
 DH5185;                    North         East     Units Scale Factor Converg.
 DH5185;SPC WI S     -   204,555.762   540,303.531   MT  0.99996169   -0 30 36.2
 DH5185;SPC WI S     -   671,113.36  1,772,645.83   sFT  0.99996169   -0 30 36.2
 DH5185;UTM  15      - 4,856,459.923   681,498.409   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                          SUPERSEDED SURVEY CONTROL
 DH5185
 DH5185.No superseded survey control is available for this station.
 DH5185
 DH5185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ8149856460(NAD 83)
 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 - February 26, 2003
 DH5185
 DH5185  HISTORY     - Date     Condition        Report By
 DH5185  HISTORY     - 1996     MONUMENTED       WI-081
 DH5185  HISTORY     - 20030226 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0387 ***********************************************************************
 OM0387  DESIGNATION -  281 RESET 1967
 OM0387  PID         -  OM0387
 OM0387  STATE/COUNTY-  WI/DANE
 OM0387  USGS QUAD   -  MADISON WEST (1983)
 OM0387
 OM0387                         *CURRENT SURVEY CONTROL
 OM0387  ___________________________________________________________________
 OM0387* NAD 83(1986)-  43 04 23.     (N)    089 25 43.     (W)     SCALED    
 OM0387* NAVD 88     -       267.96   (+/-2cm)     879.1    (feet)  VERTCON   
 OM0387  ___________________________________________________________________
 OM0387  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 OM0387
 OM0387  VERT ORDER  -  THIRD (See Below)
 OM0387
 OM0387.The horizontal coordinates were scaled from a topographic map and have
 OM0387.an estimated accuracy of +/- 6 seconds.
 OM0387
 OM0387.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0387.The vertical order pertains to the NGVD 29 superseded value.
 OM0387
 OM0387.The geoid height was determined by GEOID03.
 OM0387
 OM0387;                    North         East    Units  Estimated Accuracy
 OM0387;SPC WI S     -   119,370.      646,530.      MT  (+/- 180 meters Scaled)
 OM0387
 OM0387                          SUPERSEDED SURVEY CONTROL
 OM0387
 OM0387  NGVD 29 (09/01/04)  268.02   (m)          879.3    (f) RESET       3  
 OM0387
 OM0387.Superseded values are not recommended for survey control.
 OM0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0387.See file dsdata.txt to determine how the superseded data were derived.
 OM0387
 OM0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN022717(NAD 83)
 OM0387_MARKER: DD = SURVEY DISK
 OM0387_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OM0387_SP_SET: WALL
 OM0387_STAMPING: 281 RESET 1967
 OM0387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0387_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0387+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2004
 OM0387
 OM0387  HISTORY     - Date     Condition        Report By
 OM0387  HISTORY     - 1967     MONUMENTED       WIGS
 OM0387  HISTORY     - 1968     GOOD             NGS
 OM0387  HISTORY     - 20040602 GOOD             WIDT
 OM0387
 OM0387                          STATION DESCRIPTION
 OM0387
 OM0387'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0388 ***********************************************************************
 OM0388  DESIGNATION -  282
 OM0388  PID         -  OM0388
 OM0388  STATE/COUNTY-  WI/DANE
 OM0388  USGS QUAD   -  MADISON WEST (1983)
 OM0388
 OM0388                         *CURRENT SURVEY CONTROL
 OM0388  ___________________________________________________________________
 OM0388* NAD 83(1986)-  43 04 38.     (N)    089 26 54.     (W)     SCALED    
 OM0388* NAVD 88     -       272.377  (meters)     893.62   (feet)  ADJUSTED  
 OM0388  ___________________________________________________________________
 OM0388  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 OM0388  DYNAMIC HT  -         272.306 (meters)     893.39  (feet)  COMP
 OM0388  MODELED GRAV-     980,351.9   (mgal)                       NAVD 88
 OM0388
 OM0388  VERT ORDER  -  SECOND    CLASS 0
 OM0388
 OM0388.The horizontal coordinates were scaled from a topographic map and have
 OM0388.an estimated accuracy of +/- 6 seconds.
 OM0388
 OM0388.The orthometric height was determined by differential leveling
 OM0388.and adjusted by the National Geodetic Survey in June 1991..
 OM0388
 OM0388.The geoid height was determined by GEOID03.
 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     -   119,820.      644,920.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0388.See file dsdata.txt to determine how the superseded data were derived.
 OM0388
 OM0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN006723(NAD 83)
 OM0388_MARKER: DD = SURVEY DISK
 OM0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0388_STAMPING: 282
 OM0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0388+STABILITY: SURFACE MOTION
 OM0388
 OM0388  HISTORY     - Date     Condition        Report By
 OM0388  HISTORY     - UNK      MONUMENTED       CGS
 OM0388  HISTORY     - 1934     GOOD             NGS
 OM0388  HISTORY     - 1953     GOOD             NGS
 OM0388
 OM0388                          STATION DESCRIPTION
 OM0388
 OM0388'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1953
 OM0388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0389 ***********************************************************************
 OM0389  DESIGNATION -  283
 OM0389  PID         -  OM0389
 OM0389  STATE/COUNTY-  WI/DANE
 OM0389  USGS QUAD   -  MADISON WEST (1983)
 OM0389
 OM0389                         *CURRENT SURVEY CONTROL
 OM0389  ___________________________________________________________________
 OM0389* NAD 83(1986)-  43 04 37.     (N)    089 27 13.     (W)     SCALED    
 OM0389* NAVD 88     -       274.803  (meters)     901.58   (feet)  ADJUSTED  
 OM0389  ___________________________________________________________________
 OM0389  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 OM0389  DYNAMIC HT  -         274.730 (meters)     901.34  (feet)  COMP
 OM0389  MODELED GRAV-     980,350.6   (mgal)                       NAVD 88
 OM0389
 OM0389  VERT ORDER  -  SECOND    CLASS 0
 OM0389
 OM0389.The horizontal coordinates were scaled from a topographic map and have
 OM0389.an estimated accuracy of +/- 6 seconds.
 OM0389
 OM0389.The orthometric height was determined by differential leveling
 OM0389.and adjusted by the National Geodetic Survey in June 1991..
 OM0389
 OM0389.The geoid height was determined by GEOID03.
 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     -   119,780.      644,500.      MT  (+/- 180 meters Scaled)
 OM0389
 OM0389                          SUPERSEDED SURVEY CONTROL
 OM0389
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0389.See file dsdata.txt to determine how the superseded data were derived.
 OM0389
 OM0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN002722(NAD 83)
 OM0389_MARKER: DB = BENCH MARK DISK
 OM0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0389_STAMPING: 283
 OM0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0389+STABILITY: SURFACE MOTION
 OM0389
 OM0389  HISTORY     - Date     Condition        Report By
 OM0389  HISTORY     - UNK      MONUMENTED       WIGS
 OM0389  HISTORY     - 1934     GOOD             NGS
 OM0389
 OM0389                          STATION DESCRIPTION
 OM0389
 OM0389'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0444 ***********************************************************************
 OM0444  DESIGNATION -  288
 OM0444  PID         -  OM0444
 OM0444  STATE/COUNTY-  WI/DANE
 OM0444  USGS QUAD   -  MIDDLETON (1983)
 OM0444
 OM0444                         *CURRENT SURVEY CONTROL
 OM0444  ___________________________________________________________________
 OM0444* NAD 83(1986)-  43 05 42.     (N)    089 30 42.     (W)     SCALED    
 OM0444* NAVD 88     -       283.700  (meters)     930.77   (feet)  ADJUSTED  
 OM0444  ___________________________________________________________________
 OM0444  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 OM0444  DYNAMIC HT  -         283.624 (meters)     930.52  (feet)  COMP
 OM0444  MODELED GRAV-     980,345.0   (mgal)                       NAVD 88
 OM0444
 OM0444  VERT ORDER  -  SECOND    CLASS 0
 OM0444
 OM0444.The horizontal coordinates were scaled from a topographic map and have
 OM0444.an estimated accuracy of +/- 6 seconds.
 OM0444
 OM0444.The orthometric height was determined by differential leveling
 OM0444.and adjusted by the National Geodetic Survey in June 1991..
 OM0444
 OM0444.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0444.See file dsdata.txt to determine how the superseded data were derived.
 OM0444
 OM0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN955744(NAD 83)
 OM0444_MARKER: DD = SURVEY DISK
 OM0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0444_STAMPING: 288
 OM0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0444+STABILITY: SURFACE MOTION
 OM0444
 OM0444  HISTORY     - Date     Condition        Report By
 OM0444  HISTORY     - UNK      MONUMENTED       WIGS
 OM0444  HISTORY     - 1934     GOOD             NGS
 OM0444  HISTORY     - 1942     GOOD             NGS
 OM0444
 OM0444                          STATION DESCRIPTION
 OM0444
 OM0444'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1942
 OM0444'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0445 ***********************************************************************
 OM0445  DESIGNATION -  289
 OM0445  PID         -  OM0445
 OM0445  STATE/COUNTY-  WI/DANE
 OM0445  USGS QUAD   -  MIDDLETON (1983)
 OM0445
 OM0445                         *CURRENT SURVEY CONTROL
 OM0445  ___________________________________________________________________
 OM0445* NAD 83(1986)-  43 05 44.     (N)    089 31 22.     (W)     SCALED    
 OM0445* NAVD 88     -       287.254  (meters)     942.43   (feet)  ADJUSTED  
 OM0445  ___________________________________________________________________
 OM0445  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 OM0445  DYNAMIC HT  -         287.177 (meters)     942.18  (feet)  COMP
 OM0445  MODELED GRAV-     980,344.3   (mgal)                       NAVD 88
 OM0445
 OM0445  VERT ORDER  -  SECOND    CLASS 0
 OM0445
 OM0445.The horizontal coordinates were scaled from a topographic map and have
 OM0445.an estimated accuracy of +/- 6 seconds.
 OM0445
 OM0445.The orthometric height was determined by differential leveling
 OM0445.and adjusted by the National Geodetic Survey in June 1991..
 OM0445
 OM0445.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0445.See file dsdata.txt to determine how the superseded data were derived.
 OM0445
 OM0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN946745(NAD 83)
 OM0445_MARKER: DD = SURVEY DISK
 OM0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0445_STAMPING: 289
 OM0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0445+STABILITY: SURFACE MOTION
 OM0445
 OM0445  HISTORY     - Date     Condition        Report By
 OM0445  HISTORY     - UNK      MONUMENTED       WIGS
 OM0445  HISTORY     - 1934     GOOD             NGS
 OM0445
 OM0445                          STATION DESCRIPTION
 OM0445
 OM0445'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 DH5399 ***********************************************************************
 DH5399  DESIGNATION -  29 161W
 DH5399  PID         -  DH5399
 DH5399  STATE/COUNTY-  WI/MONROE
 DH5399  USGS QUAD   -  WILTON (1983)
 DH5399
 DH5399                         *CURRENT SURVEY CONTROL
 DH5399  ___________________________________________________________________
 DH5399* NAD 83(1997)-  43 50 23.18286(N)    090 31 03.49953(W)     ADJUSTED  
 DH5399* NAVD 88     -                                                        
 DH5399  ___________________________________________________________________
 DH5399  X           -     -41,631.038 (meters)                     COMP
 DH5399  Y           -  -4,607,881.199 (meters)                     COMP
 DH5399  Z           -   4,395,502.172 (meters)                     COMP
 DH5399  LAPLACE CORR-          -6.43  (seconds)                    DEFLEC99
 DH5399  ELLIP HEIGHT-         338.11  (meters)          (08/01/05) GPS OBS
 DH5399  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 DH5399
 DH5399  HORZ ORDER  -  FIRST
 DH5399  ELLP ORDER  -  SECOND    CLASS I
 DH5399
 DH5399.The horizontal coordinates were established by GPS observations
 DH5399.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5399
 DH5399
 DH5399.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5399
 DH5399.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5399
 DH5399.The ellipsoidal height was determined by GPS observations
 DH5399.and is referenced to NAD 83.
 DH5399
 DH5399.The geoid height was determined by GEOID03.
 DH5399
 DH5399;                    North         East     Units Scale Factor Converg.
 DH5399;SPC WI S     -   204,513.827   558,372.456   MT  0.99996180   -0 21 20.4
 DH5399;SPC WI S     -   670,975.78  1,831,926.97   sFT  0.99996180   -0 21 20.4
 DH5399;UTM  15      - 4,857,072.278   699,558.542   MT  1.00008984   +1 43 11.9
 DH5399
 DH5399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5399!SPC WI S     -   0.99994698  x   0.99996180  =   0.99990879
 DH5399!UTM  15      -   0.99994698  x   1.00008984  =   1.00003682
 DH5399
 DH5399                          SUPERSEDED SURVEY CONTROL
 DH5399
 DH5399.No superseded survey control is available for this station.
 DH5399
 DH5399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9955957072(NAD 83)
 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 - March 04, 2003
 DH5399
 DH5399  HISTORY     - Date     Condition        Report By
 DH5399  HISTORY     - 1997     MONUMENTED       WI-081
 DH5399  HISTORY     - 20030304 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5378 ***********************************************************************
 DH5378  DESIGNATION -  29 181W
 DH5378  PID         -  DH5378
 DH5378  STATE/COUNTY-  WI/MONROE
 DH5378  USGS QUAD   -  TUNNEL CITY (1983)
 DH5378
 DH5378                         *CURRENT SURVEY CONTROL
 DH5378  ___________________________________________________________________
 DH5378* NAD 83(1997)-  44 00 56.65238(N)    090 31 33.95490(W)     ADJUSTED  
 DH5378* NAVD 88     -                                                        
 DH5378  ___________________________________________________________________
 DH5378  X           -     -42,186.341 (meters)                     COMP
 DH5378  Y           -  -4,594,255.640 (meters)                     COMP
 DH5378  Z           -   4,409,530.688 (meters)                     COMP
 DH5378  LAPLACE CORR-          -6.35  (seconds)                    DEFLEC99
 DH5378  ELLIP HEIGHT-         261.12  (meters)          (08/01/05) GPS OBS
 DH5378  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 DH5378
 DH5378  HORZ ORDER  -  FIRST
 DH5378  ELLP ORDER  -  SECOND    CLASS I
 DH5378
 DH5378.The horizontal coordinates were established by GPS observations
 DH5378.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5378
 DH5378
 DH5378.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5378
 DH5378.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5378
 DH5378.The ellipsoidal height was determined by GPS observations
 DH5378.and is referenced to NAD 83.
 DH5378
 DH5378.The geoid height was determined by GEOID03.
 DH5378
 DH5378;                    North         East     Units Scale Factor Converg.
 DH5378;SPC WI S     -   224,068.689   557,815.490   MT  0.99999005   -0 21 41.3
 DH5378;SPC WI S     -   735,132.02  1,830,099.65   sFT  0.99999005   -0 21 41.3
 DH5378;UTM  15      - 4,876,596.255   698,292.624   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  =   1.00004267
 DH5378
 DH5378                          SUPERSEDED SURVEY CONTROL
 DH5378
 DH5378.No superseded survey control is available for this station.
 DH5378
 DH5378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9829376596(NAD 83)
 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 - December 28, 2005
 DH5378
 DH5378  HISTORY     - Date     Condition        Report By
 DH5378  HISTORY     - 1997     MONUMENTED       WI-081
 DH5378  HISTORY     - 20030303 GOOD             WIDT
 DH5378  HISTORY     - 20051228 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9642 ***********************************************************************
 DF9642  DESIGNATION -  2H01
 DF9642  PID         -  DF9642
 DF9642  STATE/COUNTY-  WI/DANE
 DF9642  USGS QUAD   -  COTTAGE GROVE (1982)
 DF9642
 DF9642                         *CURRENT SURVEY CONTROL
 DF9642  ___________________________________________________________________
 DF9642* NAD 83(1986)-  43 01 44.     (N)    089 11 12.     (W)     SCALED    
 DF9642* NAVD 88     -       286.460  (meters)     939.83   (feet)  ADJUSTED  
 DF9642  ___________________________________________________________________
 DF9642  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 DF9642  DYNAMIC HT  -         286.382 (meters)     939.57  (feet)  COMP
 DF9642  MODELED GRAV-     980,340.7   (mgal)                       NAVD 88
 DF9642
 DF9642  VERT ORDER  -  SECOND    CLASS I
 DF9642
 DF9642.The horizontal coordinates were scaled from a topographic map and have
 DF9642.an estimated accuracy of +/- 6 seconds.
 DF9642
 DF9642.The orthometric height was determined by differential leveling
 DF9642.and adjusted by the National Geodetic Survey in February 2004..
 DF9642
 DF9642.The geoid height was determined by GEOID03.
 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     -   114,620.      666,290.      MT  (+/- 180 meters Scaled)
 DF9642
 DF9642                          SUPERSEDED SURVEY CONTROL
 DF9642
 DF9642.No superseded survey control is available for this station.
 DF9642
 DF9642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN218663(NAD 83)
 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 - 2001
 DF9642
 DF9642  HISTORY     - Date     Condition        Report By
 DF9642  HISTORY     - 2001     MONUMENTED       WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9641 ***********************************************************************
 DF9641  DESIGNATION -  2H02
 DF9641  PID         -  DF9641
 DF9641  STATE/COUNTY-  WI/DANE
 DF9641  USGS QUAD   -  COTTAGE GROVE (1982)
 DF9641
 DF9641                         *CURRENT SURVEY CONTROL
 DF9641  ___________________________________________________________________
 DF9641* NAD 83(1986)-  43 01 49.     (N)    089 09 20.     (W)     SCALED    
 DF9641* NAVD 88     -       288.306  (meters)     945.88   (feet)  ADJUSTED  
 DF9641  ___________________________________________________________________
 DF9641  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 DF9641  DYNAMIC HT  -         288.228 (meters)     945.63  (feet)  COMP
 DF9641  MODELED GRAV-     980,341.4   (mgal)                       NAVD 88
 DF9641
 DF9641  VERT ORDER  -  SECOND    CLASS I
 DF9641
 DF9641.The horizontal coordinates were scaled from a topographic map and have
 DF9641.an estimated accuracy of +/- 6 seconds.
 DF9641
 DF9641.The orthometric height was determined by differential leveling
 DF9641.and adjusted by the National Geodetic Survey in February 2004..
 DF9641
 DF9641.The geoid height was determined by GEOID03.
 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     -   114,800.      668,820.      MT  (+/- 180 meters Scaled)
 DF9641
 DF9641                          SUPERSEDED SURVEY CONTROL
 DF9641
 DF9641.No superseded survey control is available for this station.
 DF9641
 DF9641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN243664(NAD 83)
 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 - 2001
 DF9641
 DF9641  HISTORY     - Date     Condition        Report By
 DF9641  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9640 ***********************************************************************
 DF9640  DESIGNATION -  2H03
 DF9640  PID         -  DF9640
 DF9640  STATE/COUNTY-  WI/DANE
 DF9640  USGS QUAD   -  COTTAGE GROVE (1982)
 DF9640
 DF9640                         *CURRENT SURVEY CONTROL
 DF9640  ___________________________________________________________________
 DF9640* NAD 83(1986)-  43 02 00.     (N)    089 07 47.     (W)     SCALED    
 DF9640* NAVD 88     -       301.001  (meters)     987.53   (feet)  ADJUSTED  
 DF9640  ___________________________________________________________________
 DF9640  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 DF9640  DYNAMIC HT  -         300.920 (meters)     987.27  (feet)  COMP
 DF9640  MODELED GRAV-     980,342.4   (mgal)                       NAVD 88
 DF9640
 DF9640  VERT ORDER  -  SECOND    CLASS I
 DF9640
 DF9640.The horizontal coordinates were scaled from a topographic map and have
 DF9640.an estimated accuracy of +/- 6 seconds.
 DF9640
 DF9640.The orthometric height was determined by differential leveling
 DF9640.and adjusted by the National Geodetic Survey in February 2004..
 DF9640
 DF9640.The geoid height was determined by GEOID03.
 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     -   115,160.      670,920.      MT  (+/- 180 meters Scaled)
 DF9640
 DF9640                          SUPERSEDED SURVEY CONTROL
 DF9640
 DF9640.No superseded survey control is available for this station.
 DF9640
 DF9640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN265667(NAD 83)
 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 - 2001
 DF9640
 DF9640  HISTORY     - Date     Condition        Report By
 DF9640  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9639 ***********************************************************************
 DF9639  DESIGNATION -  2H04
 DF9639  PID         -  DF9639
 DF9639  STATE/COUNTY-  WI/DANE
 DF9639  USGS QUAD   -  DEERFIELD (1971)
 DF9639
 DF9639                         *CURRENT SURVEY CONTROL
 DF9639  ___________________________________________________________________
 DF9639* NAD 83(1986)-  43 02 11.     (N)    089 06 15.     (W)     SCALED    
 DF9639* NAVD 88     -       288.872  (meters)     947.74   (feet)  ADJUSTED  
 DF9639  ___________________________________________________________________
 DF9639  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 DF9639  DYNAMIC HT  -         288.795 (meters)     947.49  (feet)  COMP
 DF9639  MODELED GRAV-     980,343.7   (mgal)                       NAVD 88
 DF9639
 DF9639  VERT ORDER  -  SECOND    CLASS I
 DF9639
 DF9639.The horizontal coordinates were scaled from a topographic map and have
 DF9639.an estimated accuracy of +/- 6 seconds.
 DF9639
 DF9639.The orthometric height was determined by differential leveling
 DF9639.and adjusted by the National Geodetic Survey in February 2004..
 DF9639
 DF9639.The geoid height was determined by GEOID03.
 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     -   115,530.      673,000.      MT  (+/- 180 meters Scaled)
 DF9639
 DF9639                          SUPERSEDED SURVEY CONTROL
 DF9639
 DF9639.No superseded survey control is available for this station.
 DF9639
 DF9639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN285670(NAD 83)
 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 - 2001
 DF9639
 DF9639  HISTORY     - Date     Condition        Report By
 DF9639  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9638 ***********************************************************************
 DF9638  DESIGNATION -  2H05
 DF9638  PID         -  DF9638
 DF9638  STATE/COUNTY-  WI/DANE
 DF9638  USGS QUAD   -  DEERFIELD (1971)
 DF9638
 DF9638                         *CURRENT SURVEY CONTROL
 DF9638  ___________________________________________________________________
 DF9638* NAD 83(1986)-  43 01 43.     (N)    089 04 43.     (W)     SCALED    
 DF9638* NAVD 88     -       270.905  (meters)     888.79   (feet)  ADJUSTED  
 DF9638  ___________________________________________________________________
 DF9638  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 DF9638  DYNAMIC HT  -         270.832 (meters)     888.55  (feet)  COMP
 DF9638  MODELED GRAV-     980,344.4   (mgal)                       NAVD 88
 DF9638
 DF9638  VERT ORDER  -  SECOND    CLASS I
 DF9638
 DF9638.The horizontal coordinates were scaled from a topographic map and have
 DF9638.an estimated accuracy of +/- 6 seconds.
 DF9638
 DF9638.The orthometric height was determined by differential leveling
 DF9638.and adjusted by the National Geodetic Survey in February 2004..
 DF9638
 DF9638.The geoid height was determined by GEOID03.
 DF9638
 DF9638.The dynamic height is computed by dividing the NAVD 88
 DF9638.geopotential number by the normal gravity value computed on the
 DF9638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9638.degrees latitude (g = 980.6199 gals.).
 DF9638
 DF9638.The modeled gravity was interpolated from observed gravity values.
 DF9638
 DF9638;                    North         East    Units  Estimated Accuracy
 DF9638;SPC WI S     -   114,680.      675,090.      MT  (+/- 180 meters Scaled)
 DF9638
 DF9638                          SUPERSEDED SURVEY CONTROL
 DF9638
 DF9638.No superseded survey control is available for this station.
 DF9638
 DF9638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN306660(NAD 83)
 DF9638_MARKER: DD = SURVEY DISK
 DF9638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9638_STAMPING: 2H05 2002
 DF9638_MARK LOGO: WIDT  
 DF9638_PROJECTION: FLUSH
 DF9638_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9638+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9638
 DF9638  HISTORY     - Date     Condition        Report By
 DF9638  HISTORY     - 2001     MONUMENTED       WIDT
 DF9638
 DF9638                          STATION DESCRIPTION
 DF9638
 DF9638'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9638'THE STATION IS LOCATED ABOUT 15 KM SOUTHWEST OF LAKE MILLS, 6 KM
 DF9638'NORTHWEST OF CAMBRIDGE AND 3 KM SOUTH OF DEERFIELD.
 DF9638'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION. TO REACH THE
 DF9638'STATION FROM THE JUNCTION OF US HIGHWAY 12 AND US HIGHWAY 18 AND
 DF9638'STATE HIGHWAY 73 NORTH ABOUT 3 KM SOUTH OF THE VILLAGE OF DEERFIELD,
 DF9638'GO NORTHWEST ON US HIGHWAY 12 AND US HIGHWAY 18 FOR 0.1 KM TO THE
 DF9638'STATION ON THE LEFT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9638'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9638'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 2 M
 DF9638'ABOVE THE HIGHWAY PAVEMENT. THE STATION IS 22.4 M SOUTH-SOUTHWEST OF
 DF9638'THE CENTERLINE OF US HIGHWAY 12 AND US HIGHWAY 18, 53.9 M
 DF9638'NORTH-NORTHWEST OF TELEPHONE PEDESTAL --866--, 21.0 M SOUTH OF THE
 DF9638'SOUTHERNMOST WOOD POST FOR A --CAMBRIDGE EDGERTON STRAIGHT AHEAD,
 DF9638'DEERFIELD LEFT-- SIGN, AND 2 M NORTH-NORTHEAST OF A CULTIVATED FIELD.
 DF9638' ---NOTE---THE STATION IS SOUTHEAST, NORTHWEST AND SOUTHWEST OF THREE
 DF9638'WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9638'OBSTRUCTIONS EXTENDING HIGHER THAN 10 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9637 ***********************************************************************
 DF9637  DESIGNATION -  2H06
 DF9637  PID         -  DF9637
 DF9637  STATE/COUNTY-  WI/DANE
 DF9637  USGS QUAD   -  DEERFIELD (1971)
 DF9637
 DF9637                         *CURRENT SURVEY CONTROL
 DF9637  ___________________________________________________________________
 DF9637* NAD 83(1986)-  43 01 15.     (N)    089 03 21.     (W)     SCALED    
 DF9637* NAVD 88     -       272.026  (meters)     892.47   (feet)  ADJUSTED  
 DF9637  ___________________________________________________________________
 DF9637  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 DF9637  DYNAMIC HT  -         271.953 (meters)     892.23  (feet)  COMP
 DF9637  MODELED GRAV-     980,345.0   (mgal)                       NAVD 88
 DF9637
 DF9637  VERT ORDER  -  SECOND    CLASS I
 DF9637
 DF9637.The horizontal coordinates were scaled from a topographic map and have
 DF9637.an estimated accuracy of +/- 6 seconds.
 DF9637
 DF9637.The orthometric height was determined by differential leveling
 DF9637.and adjusted by the National Geodetic Survey in February 2004..
 DF9637
 DF9637.The geoid height was determined by GEOID03.
 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     -   113,840.      676,960.      MT  (+/- 180 meters Scaled)
 DF9637
 DF9637                          SUPERSEDED SURVEY CONTROL
 DF9637
 DF9637.No superseded survey control is available for this station.
 DF9637
 DF9637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN324651(NAD 83)
 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 - 2001
 DF9637
 DF9637  HISTORY     - Date     Condition        Report By
 DF9637  HISTORY     - 2001     MONUMENTED       WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9636 ***********************************************************************
 DF9636  DESIGNATION -  2H07
 DF9636  PID         -  DF9636
 DF9636  STATE/COUNTY-  WI/DANE
 DF9636  USGS QUAD   -  DEERFIELD (1971)
 DF9636
 DF9636                         *CURRENT SURVEY CONTROL
 DF9636  ___________________________________________________________________
 DF9636* NAD 83(1986)-  43 01 00.     (N)    089 02 05.     (W)     SCALED    
 DF9636* NAVD 88     -       268.585  (meters)     881.18   (feet)  ADJUSTED  
 DF9636  ___________________________________________________________________
 DF9636  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 DF9636  DYNAMIC HT  -         268.513 (meters)     880.95  (feet)  COMP
 DF9636  MODELED GRAV-     980,345.6   (mgal)                       NAVD 88
 DF9636
 DF9636  VERT ORDER  -  SECOND    CLASS I
 DF9636
 DF9636.The horizontal coordinates were scaled from a topographic map and have
 DF9636.an estimated accuracy of +/- 6 seconds.
 DF9636
 DF9636.The orthometric height was determined by differential leveling
 DF9636.and adjusted by the National Geodetic Survey in February 2004..
 DF9636
 DF9636.The geoid height was determined by GEOID03.
 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     -   113,400.      678,680.      MT  (+/- 180 meters Scaled)
 DF9636
 DF9636                          SUPERSEDED SURVEY CONTROL
 DF9636
 DF9636.No superseded survey control is available for this station.
 DF9636
 DF9636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN341646(NAD 83)
 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 - 2001
 DF9636
 DF9636  HISTORY     - Date     Condition        Report By
 DF9636  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9812 ***********************************************************************
 DF9812  DESIGNATION -  2H45
 DF9812  PID         -  DF9812
 DF9812  STATE/COUNTY-  WI/DANE
 DF9812  USGS QUAD   -  WAUNAKEE (1983)
 DF9812
 DF9812                         *CURRENT SURVEY CONTROL
 DF9812  ___________________________________________________________________
 DF9812* NAD 83(1986)-  43 11 18.     (N)    089 29 36.     (W)     SCALED    
 DF9812* NAVD 88     -       281.485  (meters)     923.51   (feet)  ADJUSTED  
 DF9812  ___________________________________________________________________
 DF9812  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 DF9812  DYNAMIC HT  -         281.412 (meters)     923.27  (feet)  COMP
 DF9812  MODELED GRAV-     980,351.8   (mgal)                       NAVD 88
 DF9812
 DF9812  VERT ORDER  -  SECOND    CLASS I
 DF9812
 DF9812.The horizontal coordinates were scaled from a topographic map and have
 DF9812.an estimated accuracy of +/- 6 seconds.
 DF9812
 DF9812.The orthometric height was determined by differential leveling
 DF9812.and adjusted by the National Geodetic Survey in February 2004..
 DF9812
 DF9812.The geoid height was determined by GEOID03.
 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     -   132,140.      641,190.      MT  (+/- 180 meters Scaled)
 DF9812
 DF9812                          SUPERSEDED SURVEY CONTROL
 DF9812
 DF9812.No superseded survey control is available for this station.
 DF9812
 DF9812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN973847(NAD 83)
 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 - February 12, 2006
 DF9812
 DF9812  HISTORY     - Date     Condition        Report By
 DF9812  HISTORY     - 2001     MONUMENTED       WIDT
 DF9812  HISTORY     - 20060212 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9811 ***********************************************************************
 DF9811  DESIGNATION -  2H46
 DF9811  PID         -  DF9811
 DF9811  STATE/COUNTY-  WI/DANE
 DF9811  USGS QUAD   -  WAUNAKEE (1983)
 DF9811
 DF9811                         *CURRENT SURVEY CONTROL
 DF9811  ___________________________________________________________________
 DF9811* NAD 83(1986)-  43 11 31.     (N)    089 28 16.     (W)     SCALED    
 DF9811* NAVD 88     -       280.312  (meters)     919.66   (feet)  ADJUSTED  
 DF9811  ___________________________________________________________________
 DF9811  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 DF9811  DYNAMIC HT  -         280.239 (meters)     919.42  (feet)  COMP
 DF9811  MODELED GRAV-     980,351.1   (mgal)                       NAVD 88
 DF9811
 DF9811  VERT ORDER  -  SECOND    CLASS I
 DF9811
 DF9811.The horizontal coordinates were scaled from a topographic map and have
 DF9811.an estimated accuracy of +/- 6 seconds.
 DF9811
 DF9811.The orthometric height was determined by differential leveling
 DF9811.and adjusted by the National Geodetic Survey in February 2004..
 DF9811
 DF9811.The geoid height was determined by GEOID03.
 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     -   132,550.      642,990.      MT  (+/- 180 meters Scaled)
 DF9811
 DF9811                          SUPERSEDED SURVEY CONTROL
 DF9811
 DF9811.No superseded survey control is available for this station.
 DF9811
 DF9811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN992850(NAD 83)
 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 - February 12, 2006
 DF9811
 DF9811  HISTORY     - Date     Condition        Report By
 DF9811  HISTORY     - 2001     MONUMENTED       WIDT
 DF9811  HISTORY     - 20060212 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9810 ***********************************************************************
 DF9810  DESIGNATION -  2H47
 DF9810  PID         -  DF9810
 DF9810  STATE/COUNTY-  WI/DANE
 DF9810  USGS QUAD   -  WAUNAKEE (1983)
 DF9810
 DF9810                         *CURRENT SURVEY CONTROL
 DF9810  ___________________________________________________________________
 DF9810* NAD 83(1986)-  43 11 30.     (N)    089 26 41.     (W)     SCALED    
 DF9810* NAVD 88     -       281.965  (meters)     925.08   (feet)  ADJUSTED  
 DF9810  ___________________________________________________________________
 DF9810  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 DF9810  DYNAMIC HT  -         281.891 (meters)     924.84  (feet)  COMP
 DF9810  MODELED GRAV-     980,351.2   (mgal)                       NAVD 88
 DF9810
 DF9810  VERT ORDER  -  SECOND    CLASS I
 DF9810
 DF9810.The horizontal coordinates were scaled from a topographic map and have
 DF9810.an estimated accuracy of +/- 6 seconds.
 DF9810
 DF9810.The orthometric height was determined by differential leveling
 DF9810.and adjusted by the National Geodetic Survey in February 2004..
 DF9810
 DF9810.The geoid height was determined by GEOID03.
 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     -   132,530.      645,130.      MT  (+/- 180 meters Scaled)
 DF9810
 DF9810                          SUPERSEDED SURVEY CONTROL
 DF9810
 DF9810.No superseded survey control is available for this station.
 DF9810
 DF9810_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN013850(NAD 83)
 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 - February 12, 2006
 DF9810
 DF9810  HISTORY     - Date     Condition        Report By
 DF9810  HISTORY     - 2001     MONUMENTED       WIDT
 DF9810  HISTORY     - 20060212 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9808 ***********************************************************************
 DF9808  DESIGNATION -  2H48
 DF9808  PID         -  DF9808
 DF9808  STATE/COUNTY-  WI/DANE
 DF9808  USGS QUAD   -  WAUNAKEE (1983)
 DF9808
 DF9808                         *CURRENT SURVEY CONTROL
 DF9808  ___________________________________________________________________
 DF9808* NAD 83(1986)-  43 11 33.     (N)    089 23 14.     (W)     SCALED    
 DF9808* NAVD 88     -       282.686  (meters)     927.45   (feet)  ADJUSTED  
 DF9808  ___________________________________________________________________
 DF9808  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 DF9808  DYNAMIC HT  -         282.612 (meters)     927.20  (feet)  COMP
 DF9808  MODELED GRAV-     980,350.3   (mgal)                       NAVD 88
 DF9808
 DF9808  VERT ORDER  -  SECOND    CLASS I
 DF9808
 DF9808.The horizontal coordinates were scaled from a topographic map and have
 DF9808.an estimated accuracy of +/- 6 seconds.
 DF9808
 DF9808.The orthometric height was determined by differential leveling
 DF9808.and adjusted by the National Geodetic Survey in February 2004..
 DF9808
 DF9808.The geoid height was determined by GEOID03.
 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     -   132,660.      649,810.      MT  (+/- 180 meters Scaled)
 DF9808
 DF9808                          SUPERSEDED SURVEY CONTROL
 DF9808
 DF9808.No superseded survey control is available for this station.
 DF9808
 DF9808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN060849(NAD 83)
 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 - 2001
 DF9808
 DF9808  HISTORY     - Date     Condition        Report By
 DF9808  HISTORY     - 2001     MONUMENTED       WIDT
 DF9808  HISTORY     - 20060211 MARK NOT FOUND   USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9807 ***********************************************************************
 DF9807  DESIGNATION -  2H49
 DF9807  PID         -  DF9807
 DF9807  STATE/COUNTY-  WI/DANE
 DF9807  USGS QUAD   -  DE FOREST (1983)
 DF9807
 DF9807                         *CURRENT SURVEY CONTROL
 DF9807  ___________________________________________________________________
 DF9807* NAD 83(1986)-  43 11 41.     (N)    089 21 49.     (W)     SCALED    
 DF9807* NAVD 88     -       264.594  (meters)     868.09   (feet)  ADJUSTED  
 DF9807  ___________________________________________________________________
 DF9807  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 DF9807  DYNAMIC HT  -         264.524 (meters)     867.86  (feet)  COMP
 DF9807  MODELED GRAV-     980,348.4   (mgal)                       NAVD 88
 DF9807
 DF9807  VERT ORDER  -  SECOND    CLASS I
 DF9807
 DF9807.The horizontal coordinates were scaled from a topographic map and have
 DF9807.an estimated accuracy of +/- 6 seconds.
 DF9807
 DF9807.The orthometric height was determined by differential leveling
 DF9807.and adjusted by the National Geodetic Survey in February 2004..
 DF9807
 DF9807.The geoid height was determined by GEOID03.
 DF9807
 DF9807.The dynamic height is computed by dividing the NAVD 88
 DF9807.geopotential number by the normal gravity value computed on the
 DF9807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9807.degrees latitude (g = 980.6199 gals.).
 DF9807
 DF9807.The modeled gravity was interpolated from observed gravity values.
 DF9807
 DF9807;                    North         East    Units  Estimated Accuracy
 DF9807;SPC WI S     -   132,920.      651,720.      MT  (+/- 180 meters Scaled)
 DF9807
 DF9807                          SUPERSEDED SURVEY CONTROL
 DF9807
 DF9807.No superseded survey control is available for this station.
 DF9807
 DF9807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN079851(NAD 83)
 DF9807_MARKER: DD = SURVEY DISK
 DF9807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9807_STAMPING: 2H49 2002
 DF9807_MARK LOGO: WIDT  
 DF9807_PROJECTION: FLUSH
 DF9807_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9807+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2006
 DF9807
 DF9807  HISTORY     - Date     Condition        Report By
 DF9807  HISTORY     - 2001     MONUMENTED       WIDT
 DF9807  HISTORY     - 2004     GOOD             WIDT
 DF9807  HISTORY     - 20060211 GOOD             USPSQD
 DF9807
 DF9807                          STATION DESCRIPTION
 DF9807
 DF9807'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9807'THE STATION IS LOCATED ABOUT 12 KM NORTH OF MADISON, 12 KM WEST OF
 DF9807'SUN PRAIRIE, AND 7 KM EAST OF WAUNAKEE.  OWNERSHIP--WISCONSIN
 DF9807'DEPARTMENT OF TRANSPORTATION. TO REACH THE STATION FROM THE JUNCTION
 DF9807'OF INTERSTATE HIGHWAY 39, INTERSTATE HIGHWAY 90 AND INTERSTATE
 DF9807'HIGHWAY 94 WITH STATE HIGHWAY 19 ABOUT 11 KM WEST OF THE CITY OF SUN
 DF9807'PRAIRIE, GO WEST ON STATE HIGHWAY 19 FOR 0.8 KM TO THE BRIDGE OVER
 DF9807'THE YAHARA RIVER, CONTINUE WEST ON STATE HIHGWAY 19 FOR 0.2 KM TO THE
 DF9807'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9807'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9807'A 41-CM DIAMETER CONCRETE POST AND ABOUT 0.5 M BELOW THE HIGHWAY
 DF9807'PAVEMENT. THE STATION IS 16.3 M SOUTH OF THE CENTERLINE OF STATE
 DF9807'HIGHWAY 19, 0.2 KM EAST OF RIVER ROAD, 42.1 M SOUTH-SOUTHWEST OF THE
 DF9807'WEST END OF THE SOUTH GUARD RAIL, AND 5 M NORTH OF A CULTIVATED
 DF9807'FIELD.   ---NOTE---THE STATION IS NORTH, WEST, AND EAST OF THREE WHITE
 DF9807'PLASTIC WITNESS POSTS.    ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9807'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON
 DF9807'EXCEPT FOR TREES TO THE SOUTHEAST EXTENDING TO 25 DEGREES.
 DF9807
 DF9807                          STATION RECOVERY (2004)
 DF9807
 DF9807'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 DF9807'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH) THE STATION IS LOCATED ABOUT
 DF9807'12 KM (7.46 MI) NORTH OF MADISON, 12 KM (7.46 MI) WEST OF SUN PRAIRIE,
 DF9807'AND 7 KM (4.35 MI) EAST OF WAUNAKEE.  OWNERSHIP--WISCONSIN DEPARTMENT
 DF9807'OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF
 DF9807'INTERSTATE HIGHWAY 39, INTERSTATE HIGHWAY 90 AND INTERSTATE HIGHWAY 94
 DF9807'WITH STATE HIGHWAY 19 ABOUT 11 KM (6.84 MI) WEST OF THE CITY OF SUN
 DF9807'PRAIRIE, GO WEST ON STATE HIGHWAY 19 FOR 0.8 KM (0.5 MI) TO THE BRIDGE
 DF9807'OVER THE YAHARA RIVER, CONTINUE WEST ON STATE HIHGWAY 19 FOR 0.2 KM
 DF9807'(0.12 MI) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DF9807'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DF9807'DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST AND ABOUT 0.5 M
 DF9807'(1.6 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 16.3 M (53.5 FT)
 DF9807'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 19, 0.2 KM (0.12 MI) EAST OF
 DF9807'RIVER ROAD, 42.1 M (138.1 FT) SOUTH-SOUTHWEST OF THE WEST END OF THE
 DF9807'SOUTH GUARD RAIL, AND 5 M (16.4 FT) NORTH OF A CULTIVATED FIELD.
 DF9807'---NOTE---THE STATION IS NORTH, WEST, AND EAST OF THREE WHITE PLASTIC
 DF9807'WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9807'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO
 DF9807'THE SOUTHEAST EXTENDING TO 25 DEGREES.
 DF9807' 
 DF9807'RECOVERED AS DESCRIBED.
 DF9807
 DF9807                          STATION RECOVERY (2006)
 DF9807
 DF9807'RECOVERY NOTE BY US POWER SQUADRON 2006 (RCS)
 DF9807'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9806 ***********************************************************************
 DF9806  DESIGNATION -  2H50
 DF9806  PID         -  DF9806
 DF9806  STATE/COUNTY-  WI/DANE
 DF9806  USGS QUAD   -  DE FOREST (1983)
 DF9806
 DF9806                         *CURRENT SURVEY CONTROL
 DF9806  ___________________________________________________________________
 DF9806* NAD 83(1986)-  43 11 40.     (N)    089 20 24.     (W)     SCALED    
 DF9806* NAVD 88     -       269.119  (meters)     882.93   (feet)  ADJUSTED  
 DF9806  ___________________________________________________________________
 DF9806  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 DF9806  DYNAMIC HT  -         269.047 (meters)     882.70  (feet)  COMP
 DF9806  MODELED GRAV-     980,346.3   (mgal)                       NAVD 88
 DF9806
 DF9806  VERT ORDER  -  SECOND    CLASS I
 DF9806
 DF9806.The horizontal coordinates were scaled from a topographic map and have
 DF9806.an estimated accuracy of +/- 6 seconds.
 DF9806
 DF9806.The orthometric height was determined by differential leveling
 DF9806.and adjusted by the National Geodetic Survey in February 2004..
 DF9806
 DF9806.The geoid height was determined by GEOID03.
 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     -   132,900.      653,640.      MT  (+/- 180 meters Scaled)
 DF9806
 DF9806                          SUPERSEDED SURVEY CONTROL
 DF9806
 DF9806.No superseded survey control is available for this station.
 DF9806
 DF9806_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN098850(NAD 83)
 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 - February 11, 2006
 DF9806
 DF9806  HISTORY     - Date     Condition        Report By
 DF9806  HISTORY     - 2001     MONUMENTED       WIDT
 DF9806  HISTORY     - 2004     GOOD             WIDT
 DF9806  HISTORY     - 20060211 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9947 ***********************************************************************
 DF9947  DESIGNATION -  2H51
 DF9947  PID         -  DF9947
 DF9947  STATE/COUNTY-  WI/DANE
 DF9947  USGS QUAD   -  DE FOREST (1983)
 DF9947
 DF9947                         *CURRENT SURVEY CONTROL
 DF9947  ___________________________________________________________________
 DF9947* NAD 83(1986)-  43 11 40.     (N)    089 18 31.     (W)     SCALED    
 DF9947* NAVD 88     -       265.949  (meters)     872.53   (feet)  ADJUSTED  
 DF9947  ___________________________________________________________________
 DF9947  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 DF9947  DYNAMIC HT  -         265.877 (meters)     872.30  (feet)  COMP
 DF9947  MODELED GRAV-     980,343.2   (mgal)                       NAVD 88
 DF9947
 DF9947  VERT ORDER  -  SECOND    CLASS I
 DF9947
 DF9947.The horizontal coordinates were scaled from a topographic map and have
 DF9947.an estimated accuracy of +/- 6 seconds.
 DF9947
 DF9947.The orthometric height was determined by differential leveling
 DF9947.and adjusted by the National Geodetic Survey in February 2004..
 DF9947
 DF9947.The geoid height was determined by GEOID03.
 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     -   132,920.      656,190.      MT  (+/- 180 meters Scaled)
 DF9947
 DF9947                          SUPERSEDED SURVEY CONTROL
 DF9947
 DF9947.No superseded survey control is available for this station.
 DF9947
 DF9947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN124849(NAD 83)
 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 - February 11, 2006
 DF9947
 DF9947  HISTORY     - Date     Condition        Report By
 DF9947  HISTORY     - 2001     MONUMENTED       WIDT
 DF9947  HISTORY     - 20060211 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9948 ***********************************************************************
 DF9948  DESIGNATION -  2H52
 DF9948  PID         -  DF9948
 DF9948  STATE/COUNTY-  WI/DANE
 DF9948  USGS QUAD   -  DE FOREST (1983)
 DF9948
 DF9948                         *CURRENT SURVEY CONTROL
 DF9948  ___________________________________________________________________
 DF9948* NAD 83(1986)-  43 11 33.     (N)    089 17 07.     (W)     SCALED    
 DF9948* NAVD 88     -       284.870  (meters)     934.61   (feet)  ADJUSTED  
 DF9948  ___________________________________________________________________
 DF9948  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 DF9948  DYNAMIC HT  -         284.793 (meters)     934.36  (feet)  COMP
 DF9948  MODELED GRAV-     980,341.5   (mgal)                       NAVD 88
 DF9948
 DF9948  VERT ORDER  -  SECOND    CLASS I
 DF9948
 DF9948.The horizontal coordinates were scaled from a topographic map and have
 DF9948.an estimated accuracy of +/- 6 seconds.
 DF9948
 DF9948.The orthometric height was determined by differential leveling
 DF9948.and adjusted by the National Geodetic Survey in February 2004..
 DF9948
 DF9948.The geoid height was determined by GEOID03.
 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     -   132,720.      658,090.      MT  (+/- 180 meters Scaled)
 DF9948
 DF9948                          SUPERSEDED SURVEY CONTROL
 DF9948
 DF9948.No superseded survey control is available for this station.
 DF9948
 DF9948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN143847(NAD 83)
 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 - February 11, 2006
 DF9948
 DF9948  HISTORY     - Date     Condition        Report By
 DF9948  HISTORY     - 2001     MONUMENTED       WIDT
 DF9948  HISTORY     - 20060211 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9950 ***********************************************************************
 DF9950  DESIGNATION -  2H54
 DF9950  PID         -  DF9950
 DF9950  STATE/COUNTY-  WI/DANE
 DF9950  USGS QUAD   -  SUN PRAIRIE (1982)
 DF9950
 DF9950                         *CURRENT SURVEY CONTROL
 DF9950  ___________________________________________________________________
 DF9950* NAD 83(1986)-  43 11 13.     (N)    089 14 08.     (W)     SCALED    
 DF9950* NAVD 88     -       300.522  (meters)     985.96   (feet)  ADJUSTED  
 DF9950  ___________________________________________________________________
 DF9950  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 DF9950  DYNAMIC HT  -         300.440 (meters)     985.69  (feet)  COMP
 DF9950  MODELED GRAV-     980,341.5   (mgal)                       NAVD 88
 DF9950
 DF9950  VERT ORDER  -  SECOND    CLASS I
 DF9950
 DF9950.The horizontal coordinates were scaled from a topographic map and have
 DF9950.an estimated accuracy of +/- 6 seconds.
 DF9950
 DF9950.The orthometric height was determined by differential leveling
 DF9950.and adjusted by the National Geodetic Survey in February 2004..
 DF9950
 DF9950.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 DF9950;SPC WI S     -   132,140.      662,140.      MT  (+/- 180 meters Scaled)
 DF9950
 DF9950                          SUPERSEDED SURVEY CONTROL
 DF9950
 DF9950.No superseded survey control is available for this station.
 DF9950
 DF9950_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN183840(NAD 83)
 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 - February 11, 2006
 DF9950
 DF9950  HISTORY     - Date     Condition        Report By
 DF9950  HISTORY     - 2001     MONUMENTED       WIDT
 DF9950  HISTORY     - 20060211 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9945 ***********************************************************************
 DF9945  DESIGNATION -  2H55
 DF9945  PID         -  DF9945
 DF9945  STATE/COUNTY-  WI/DANE
 DF9945  USGS QUAD   -  SUN PRAIRIE (1982)
 DF9945
 DF9945                         *CURRENT SURVEY CONTROL
 DF9945  ___________________________________________________________________
 DF9945* NAD 83(1986)-  43 10 46.     (N)    089 09 37.     (W)     SCALED    
 DF9945* NAVD 88     -       283.269  (meters)     929.36   (feet)  ADJUSTED  
 DF9945  ___________________________________________________________________
 DF9945  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 DF9945  DYNAMIC HT  -         283.193 (meters)     929.11  (feet)  COMP
 DF9945  MODELED GRAV-     980,344.9   (mgal)                       NAVD 88
 DF9945
 DF9945  VERT ORDER  -  SECOND    CLASS I
 DF9945
 DF9945.The horizontal coordinates were scaled from a topographic map and have
 DF9945.an estimated accuracy of +/- 6 seconds.
 DF9945
 DF9945.The orthometric height was determined by differential leveling
 DF9945.and adjusted by the National Geodetic Survey in February 2004..
 DF9945
 DF9945.The geoid height was determined by GEOID03.
 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     -   131,370.      668,270.      MT  (+/- 180 meters Scaled)
 DF9945
 DF9945                          SUPERSEDED SURVEY CONTROL
 DF9945
 DF9945.No superseded survey control is available for this station.
 DF9945
 DF9945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN244830(NAD 83)
 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 - 2003
 DF9945
 DF9945  HISTORY     - Date     Condition        Report By
 DF9945  HISTORY     - 2002     MONUMENTED       WIDT
 DF9945  HISTORY     - 2003     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9943 ***********************************************************************
 DF9943  DESIGNATION -  2H56
 DF9943  PID         -  DF9943
 DF9943  STATE/COUNTY-  WI/DANE
 DF9943  USGS QUAD   -  MARSHALL (1981)
 DF9943
 DF9943                         *CURRENT SURVEY CONTROL
 DF9943  ___________________________________________________________________
 DF9943* NAD 83(1986)-  43 10 27.     (N)    089 06 15.     (W)     SCALED    
 DF9943* NAVD 88     -       268.224  (meters)     880.00   (feet)  ADJUSTED  
 DF9943  ___________________________________________________________________
 DF9943  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 DF9943  DYNAMIC HT  -         268.152 (meters)     879.76  (feet)  COMP
 DF9943  MODELED GRAV-     980,348.7   (mgal)                       NAVD 88
 DF9943
 DF9943  VERT ORDER  -  SECOND    CLASS I
 DF9943
 DF9943.The horizontal coordinates were scaled from a topographic map and have
 DF9943.an estimated accuracy of +/- 6 seconds.
 DF9943
 DF9943.The orthometric height was determined by differential leveling
 DF9943.and adjusted by the National Geodetic Survey in February 2004..
 DF9943
 DF9943.The geoid height was determined by GEOID03.
 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     -   130,830.      672,840.      MT  (+/- 180 meters Scaled)
 DF9943
 DF9943                          SUPERSEDED SURVEY CONTROL
 DF9943
 DF9943.No superseded survey control is available for this station.
 DF9943
 DF9943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN289823(NAD 83)
 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 - 2001
 DF9943
 DF9943  HISTORY     - Date     Condition        Report By
 DF9943  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9942 ***********************************************************************
 DF9942  DESIGNATION -  2H57
 DF9942  PID         -  DF9942
 DF9942  STATE/COUNTY-  WI/DANE
 DF9942  USGS QUAD   -  MARSHALL (1981)
 DF9942
 DF9942                         *CURRENT SURVEY CONTROL
 DF9942  ___________________________________________________________________
 DF9942* NAD 83(1986)-  43 10 55.     (N)    089 04 13.     (W)     SCALED    
 DF9942* NAVD 88     -       263.666  (meters)     865.04   (feet)  ADJUSTED  
 DF9942  ___________________________________________________________________
 DF9942  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 DF9942  DYNAMIC HT  -         263.597 (meters)     864.82  (feet)  COMP
 DF9942  MODELED GRAV-     980,352.1   (mgal)                       NAVD 88
 DF9942
 DF9942  VERT ORDER  -  SECOND    CLASS I
 DF9942
 DF9942.The horizontal coordinates were scaled from a topographic map and have
 DF9942.an estimated accuracy of +/- 6 seconds.
 DF9942
 DF9942.The orthometric height was determined by differential leveling
 DF9942.and adjusted by the National Geodetic Survey in February 2004..
 DF9942
 DF9942.The geoid height was determined by GEOID03.
 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     -   131,720.      675,580.      MT  (+/- 180 meters Scaled)
 DF9942
 DF9942                          SUPERSEDED SURVEY CONTROL
 DF9942
 DF9942.No superseded survey control is available for this station.
 DF9942
 DF9942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN317831(NAD 83)
 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 - 2001
 DF9942
 DF9942  HISTORY     - Date     Condition        Report By
 DF9942  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9941 ***********************************************************************
 DF9941  DESIGNATION -  2H58
 DF9941  PID         -  DF9941
 DF9941  STATE/COUNTY-  WI/DANE
 DF9941  USGS QUAD   -  MARSHALL (1981)
 DF9941
 DF9941                         *CURRENT SURVEY CONTROL
 DF9941  ___________________________________________________________________
 DF9941* NAD 83(1986)-  43 10 58.     (N)    089 02 54.     (W)     SCALED    
 DF9941* NAVD 88     -       268.063  (meters)     879.47   (feet)  ADJUSTED  
 DF9941  ___________________________________________________________________
 DF9941  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 DF9941  DYNAMIC HT  -         267.994 (meters)     879.24  (feet)  COMP
 DF9941  MODELED GRAV-     980,354.6   (mgal)                       NAVD 88
 DF9941
 DF9941  VERT ORDER  -  SECOND    CLASS I
 DF9941
 DF9941.The horizontal coordinates were scaled from a topographic map and have
 DF9941.an estimated accuracy of +/- 6 seconds.
 DF9941
 DF9941.The orthometric height was determined by differential leveling
 DF9941.and adjusted by the National Geodetic Survey in February 2004..
 DF9941
 DF9941.The geoid height was determined by GEOID03.
 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     -   131,840.      677,360.      MT  (+/- 180 meters Scaled)
 DF9941
 DF9941                          SUPERSEDED SURVEY CONTROL
 DF9941
 DF9941.No superseded survey control is available for this station.
 DF9941
 DF9941_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN335831(NAD 83)
 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 - 2001
 DF9941
 DF9941  HISTORY     - Date     Condition        Report By
 DF9941  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9635 ***********************************************************************
 DF9635  DESIGNATION -  2J01
 DF9635  PID         -  DF9635
 DF9635  STATE/COUNTY-  WI/DANE
 DF9635  USGS QUAD   -  DEERFIELD (1971)
 DF9635
 DF9635                         *CURRENT SURVEY CONTROL
 DF9635  ___________________________________________________________________
 DF9635* NAD 83(1986)-  43 00 32.     (N)    089 00 45.     (W)     SCALED    
 DF9635* NAVD 88     -       254.880  (meters)     836.22   (feet)  ADJUSTED  
 DF9635  ___________________________________________________________________
 DF9635  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 DF9635  DYNAMIC HT  -         254.811 (meters)     835.99  (feet)  COMP
 DF9635  MODELED GRAV-     980,345.8   (mgal)                       NAVD 88
 DF9635
 DF9635  VERT ORDER  -  SECOND    CLASS I
 DF9635
 DF9635.The horizontal coordinates were scaled from a topographic map and have
 DF9635.an estimated accuracy of +/- 6 seconds.
 DF9635
 DF9635.The orthometric height was determined by differential leveling
 DF9635.and adjusted by the National Geodetic Survey in February 2004..
 DF9635
 DF9635.The geoid height was determined by GEOID03.
 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     -   112,560.      680,510.      MT  (+/- 180 meters Scaled)
 DF9635
 DF9635                          SUPERSEDED SURVEY CONTROL
 DF9635
 DF9635.No superseded survey control is available for this station.
 DF9635
 DF9635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN359637(NAD 83)
 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 - 2001
 DF9635
 DF9635  HISTORY     - Date     Condition        Report By
 DF9635  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9634 ***********************************************************************
 DF9634  DESIGNATION -  2J02
 DF9634  PID         -  DF9634
 DF9634  STATE/COUNTY-  WI/JEFFERSON
 DF9634  USGS QUAD   -  LAKE MILLS (1976)
 DF9634
 DF9634                         *CURRENT SURVEY CONTROL
 DF9634  ___________________________________________________________________
 DF9634* NAD 83(1986)-  43 00 43.     (N)    088 58 42.     (W)     SCALED    
 DF9634* NAVD 88     -       269.933  (meters)     885.61   (feet)  ADJUSTED  
 DF9634  ___________________________________________________________________
 DF9634  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 DF9634  DYNAMIC HT  -         269.861 (meters)     885.37  (feet)  COMP
 DF9634  MODELED GRAV-     980,346.6   (mgal)                       NAVD 88
 DF9634
 DF9634  VERT ORDER  -  SECOND    CLASS I
 DF9634
 DF9634.The horizontal coordinates were scaled from a topographic map and have
 DF9634.an estimated accuracy of +/- 6 seconds.
 DF9634
 DF9634.The orthometric height was determined by differential leveling
 DF9634.and adjusted by the National Geodetic Survey in February 2004..
 DF9634
 DF9634.The geoid height was determined by GEOID03.
 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     -   112,930.      683,290.      MT  (+/- 180 meters Scaled)
 DF9634
 DF9634                          SUPERSEDED SURVEY CONTROL
 DF9634
 DF9634.No superseded survey control is available for this station.
 DF9634
 DF9634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN387640(NAD 83)
 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 - 2001
 DF9634
 DF9634  HISTORY     - Date     Condition        Report By
 DF9634  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9633 ***********************************************************************
 DF9633  DESIGNATION -  2J03
 DF9633  PID         -  DF9633
 DF9633  STATE/COUNTY-  WI/JEFFERSON
 DF9633  USGS QUAD   -  LAKE MILLS (1976)
 DF9633
 DF9633                         *CURRENT SURVEY CONTROL
 DF9633  ___________________________________________________________________
 DF9633* NAD 83(1986)-  43 00 33.     (N)    088 57 06.     (W)     SCALED    
 DF9633* NAVD 88     -       261.169  (meters)     856.85   (feet)  ADJUSTED  
 DF9633  ___________________________________________________________________
 DF9633  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 DF9633  DYNAMIC HT  -         261.099 (meters)     856.62  (feet)  COMP
 DF9633  MODELED GRAV-     980,347.2   (mgal)                       NAVD 88
 DF9633
 DF9633  VERT ORDER  -  SECOND    CLASS I
 DF9633
 DF9633.The horizontal coordinates were scaled from a topographic map and have
 DF9633.an estimated accuracy of +/- 6 seconds.
 DF9633
 DF9633.The orthometric height was determined by differential leveling
 DF9633.and adjusted by the National Geodetic Survey in February 2004..
 DF9633
 DF9633.The geoid height was determined by GEOID03.
 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     -   112,650.      685,460.      MT  (+/- 180 meters Scaled)
 DF9633
 DF9633                          SUPERSEDED SURVEY CONTROL
 DF9633
 DF9633.No superseded survey control is available for this station.
 DF9633
 DF9633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN409636(NAD 83)
 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 - 2001
 DF9633
 DF9633  HISTORY     - Date     Condition        Report By
 DF9633  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9632 ***********************************************************************
 DF9632  DESIGNATION -  2J04
 DF9632  PID         -  DF9632
 DF9632  STATE/COUNTY-  WI/JEFFERSON
 DF9632  USGS QUAD   -  LAKE MILLS (1976)
 DF9632
 DF9632                         *CURRENT SURVEY CONTROL
 DF9632  ___________________________________________________________________
 DF9632* NAD 83(1986)-  43 00 28.     (N)    088 55 20.     (W)     SCALED    
 DF9632* NAVD 88     -       265.375  (meters)     870.65   (feet)  ADJUSTED  
 DF9632  ___________________________________________________________________
 DF9632  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 DF9632  DYNAMIC HT  -         265.304 (meters)     870.42  (feet)  COMP
 DF9632  MODELED GRAV-     980,347.8   (mgal)                       NAVD 88
 DF9632
 DF9632  VERT ORDER  -  SECOND    CLASS I
 DF9632
 DF9632.The horizontal coordinates were scaled from a topographic map and have
 DF9632.an estimated accuracy of +/- 6 seconds.
 DF9632
 DF9632.The orthometric height was determined by differential leveling
 DF9632.and adjusted by the National Geodetic Survey in February 2004..
 DF9632
 DF9632.The geoid height was determined by GEOID03.
 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     -   112,520.      687,870.      MT  (+/- 180 meters Scaled)
 DF9632
 DF9632                          SUPERSEDED SURVEY CONTROL
 DF9632
 DF9632.No superseded survey control is available for this station.
 DF9632
 DF9632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN433634(NAD 83)
 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 - 2001
 DF9632
 DF9632  HISTORY     - Date     Condition        Report By
 DF9632  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9631 ***********************************************************************
 DF9631  DESIGNATION -  2J05
 DF9631  PID         -  DF9631
 DF9631  STATE/COUNTY-  WI/JEFFERSON
 DF9631  USGS QUAD   -  JEFFERSON (1971)
 DF9631
 DF9631                         *CURRENT SURVEY CONTROL
 DF9631  ___________________________________________________________________
 DF9631* NAD 83(1986)-  43 00 27.     (N)    088 52 25.     (W)     SCALED    
 DF9631* NAVD 88     -       251.838  (meters)     826.24   (feet)  ADJUSTED  
 DF9631  ___________________________________________________________________
 DF9631  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 DF9631  DYNAMIC HT  -         251.771 (meters)     826.02  (feet)  COMP
 DF9631  MODELED GRAV-     980,349.1   (mgal)                       NAVD 88
 DF9631
 DF9631  VERT ORDER  -  SECOND    CLASS I
 DF9631
 DF9631.The horizontal coordinates were scaled from a topographic map and have
 DF9631.an estimated accuracy of +/- 6 seconds.
 DF9631
 DF9631.The orthometric height was determined by differential leveling
 DF9631.and adjusted by the National Geodetic Survey in February 2004..
 DF9631
 DF9631.The geoid height was determined by GEOID03.
 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     -   112,540.      691,830.      MT  (+/- 180 meters Scaled)
 DF9631
 DF9631                          SUPERSEDED SURVEY CONTROL
 DF9631
 DF9631.No superseded survey control is available for this station.
 DF9631
 DF9631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN473633(NAD 83)
 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 - 2001
 DF9631
 DF9631  HISTORY     - Date     Condition        Report By
 DF9631  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9630 ***********************************************************************
 DF9630  DESIGNATION -  2J06
 DF9630  PID         -  DF9630
 DF9630  STATE/COUNTY-  WI/JEFFERSON
 DF9630  USGS QUAD   -  JEFFERSON (1971)
 DF9630
 DF9630                         *CURRENT SURVEY CONTROL
 DF9630  ___________________________________________________________________
 DF9630* NAD 83(1986)-  43 00 26.     (N)    088 51 04.     (W)     SCALED    
 DF9630* NAVD 88     -       259.028  (meters)     849.83   (feet)  ADJUSTED  
 DF9630  ___________________________________________________________________
 DF9630  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 DF9630  DYNAMIC HT  -         258.960 (meters)     849.60  (feet)  COMP
 DF9630  MODELED GRAV-     980,349.6   (mgal)                       NAVD 88
 DF9630
 DF9630  VERT ORDER  -  SECOND    CLASS I
 DF9630
 DF9630.The horizontal coordinates were scaled from a topographic map and have
 DF9630.an estimated accuracy of +/- 6 seconds.
 DF9630
 DF9630.The orthometric height was determined by differential leveling
 DF9630.and adjusted by the National Geodetic Survey in February 2004..
 DF9630
 DF9630.The geoid height was determined by GEOID03.
 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     -   112,540.      693,660.      MT  (+/- 180 meters Scaled)
 DF9630
 DF9630                          SUPERSEDED SURVEY CONTROL
 DF9630
 DF9630.No superseded survey control is available for this station.
 DF9630
 DF9630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN491632(NAD 83)
 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 - 2001
 DF9630
 DF9630  HISTORY     - Date     Condition        Report By
 DF9630  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9629 ***********************************************************************
 DF9629  DESIGNATION -  2J07
 DF9629  PID         -  DF9629
 DF9629  STATE/COUNTY-  WI/JEFFERSON
 DF9629  USGS QUAD   -  JEFFERSON (1971)
 DF9629
 DF9629                         *CURRENT SURVEY CONTROL
 DF9629  ___________________________________________________________________
 DF9629* NAD 83(1986)-  43 00 33.     (N)    088 49 49.     (W)     SCALED    
 DF9629* NAVD 88     -       243.319  (meters)     798.29   (feet)  ADJUSTED  
 DF9629  ___________________________________________________________________
 DF9629  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 DF9629  DYNAMIC HT  -         243.255 (meters)     798.08  (feet)  COMP
 DF9629  MODELED GRAV-     980,350.2   (mgal)                       NAVD 88
 DF9629
 DF9629  VERT ORDER  -  SECOND    CLASS I
 DF9629
 DF9629.The horizontal coordinates were scaled from a topographic map and have
 DF9629.an estimated accuracy of +/- 6 seconds.
 DF9629
 DF9629.The orthometric height was determined by differential leveling
 DF9629.and adjusted by the National Geodetic Survey in February 2004..
 DF9629
 DF9629.The geoid height was determined by GEOID03.
 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     -   112,780.      695,360.      MT  (+/- 180 meters Scaled)
 DF9629
 DF9629                          SUPERSEDED SURVEY CONTROL
 DF9629
 DF9629.No superseded survey control is available for this station.
 DF9629
 DF9629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN508634(NAD 83)
 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 - 2001
 DF9629
 DF9629  HISTORY     - Date     Condition        Report By
 DF9629  HISTORY     - 2001     MONUMENTED       WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9628 ***********************************************************************
 DF9628  DESIGNATION -  2J08
 DF9628  PID         -  DF9628
 DF9628  STATE/COUNTY-  WI/JEFFERSON
 DF9628  USGS QUAD   -  JEFFERSON (1971)
 DF9628
 DF9628                         *CURRENT SURVEY CONTROL
 DF9628  ___________________________________________________________________
 DF9628* NAD 83(1986)-  43 00 26.     (N)    088 46 58.     (W)     SCALED    
 DF9628* NAVD 88     -       262.440  (meters)     861.02   (feet)  ADJUSTED  
 DF9628  ___________________________________________________________________
 DF9628  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 DF9628  DYNAMIC HT  -         262.371 (meters)     860.80  (feet)  COMP
 DF9628  MODELED GRAV-     980,351.1   (mgal)                       NAVD 88
 DF9628
 DF9628  VERT ORDER  -  SECOND    CLASS I
 DF9628
 DF9628.The horizontal coordinates were scaled from a topographic map and have
 DF9628.an estimated accuracy of +/- 6 seconds.
 DF9628
 DF9628.The orthometric height was determined by differential leveling
 DF9628.and adjusted by the National Geodetic Survey in February 2004..
 DF9628
 DF9628.The geoid height was determined by GEOID03.
 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     -   112,620.      699,230.      MT  (+/- 180 meters Scaled)
 DF9628
 DF9628                          SUPERSEDED SURVEY CONTROL
 DF9628
 DF9628.No superseded survey control is available for this station.
 DF9628
 DF9628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN547631(NAD 83)
 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 - 2001
 DF9628
 DF9628  HISTORY     - Date     Condition        Report By
 DF9628  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9626 ***********************************************************************
 DF9626  DESIGNATION -  2J09
 DF9626  PID         -  DF9626
 DF9626  STATE/COUNTY-  WI/JEFFERSON
 DF9626  USGS QUAD   -  JEFFERSON (1971)
 DF9626
 DF9626                         *CURRENT SURVEY CONTROL
 DF9626  ___________________________________________________________________
 DF9626* NAD 83(1986)-  43 00 46.     (N)    088 45 40.     (W)     SCALED    
 DF9626* NAVD 88     -       249.173  (meters)     817.50   (feet)  ADJUSTED  
 DF9626  ___________________________________________________________________
 DF9626  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 DF9626  DYNAMIC HT  -         249.108 (meters)     817.28  (feet)  COMP
 DF9626  MODELED GRAV-     980,351.8   (mgal)                       NAVD 88
 DF9626
 DF9626  VERT ORDER  -  SECOND    CLASS I
 DF9626
 DF9626.The horizontal coordinates were scaled from a topographic map and have
 DF9626.an estimated accuracy of +/- 6 seconds.
 DF9626
 DF9626.The orthometric height was determined by differential leveling
 DF9626.and adjusted by the National Geodetic Survey in February 2004..
 DF9626
 DF9626.The geoid height was determined by GEOID03.
 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     -   113,260.      700,990.      MT  (+/- 180 meters Scaled)
 DF9626
 DF9626                          SUPERSEDED SURVEY CONTROL
 DF9626
 DF9626.No superseded survey control is available for this station.
 DF9626
 DF9626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN564637(NAD 83)
 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 - 2001
 DF9626
 DF9626  HISTORY     - Date     Condition        Report By
 DF9626  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9625 ***********************************************************************
 DF9625  DESIGNATION -  2J10
 DF9625  PID         -  DF9625
 DF9625  STATE/COUNTY-  WI/JEFFERSON
 DF9625  USGS QUAD   -  HELENVILLE (1971)
 DF9625
 DF9625                         *CURRENT SURVEY CONTROL
 DF9625  ___________________________________________________________________
 DF9625* NAD 83(1986)-  43 01 04.     (N)    088 43 59.     (W)     SCALED    
 DF9625* NAVD 88     -       255.923  (meters)     839.64   (feet)  ADJUSTED  
 DF9625  ___________________________________________________________________
 DF9625  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 DF9625  DYNAMIC HT  -         255.856 (meters)     839.42  (feet)  COMP
 DF9625  MODELED GRAV-     980,352.6   (mgal)                       NAVD 88
 DF9625
 DF9625  VERT ORDER  -  SECOND    CLASS I
 DF9625
 DF9625.The horizontal coordinates were scaled from a topographic map and have
 DF9625.an estimated accuracy of +/- 6 seconds.
 DF9625
 DF9625.The orthometric height was determined by differential leveling
 DF9625.and adjusted by the National Geodetic Survey in February 2004..
 DF9625
 DF9625.The geoid height was determined by GEOID03.
 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     -   113,850.      703,270.      MT  (+/- 180 meters Scaled)
 DF9625
 DF9625                          SUPERSEDED SURVEY CONTROL
 DF9625
 DF9625.No superseded survey control is available for this station.
 DF9625
 DF9625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN587642(NAD 83)
 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 - 2001
 DF9625
 DF9625  HISTORY     - Date     Condition        Report By
 DF9625  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9624 ***********************************************************************
 DF9624  DESIGNATION -  2J11
 DF9624  PID         -  DF9624
 DF9624  STATE/COUNTY-  WI/JEFFERSON
 DF9624  USGS QUAD   -  HELENVILLE (1971)
 DF9624
 DF9624                         *CURRENT SURVEY CONTROL
 DF9624  ___________________________________________________________________
 DF9624* NAD 83(1986)-  43 01 09.     (N)    088 42 42.     (W)     SCALED    
 DF9624* NAVD 88     -       252.343  (meters)     827.90   (feet)  ADJUSTED  
 DF9624  ___________________________________________________________________
 DF9624  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 DF9624  DYNAMIC HT  -         252.277 (meters)     827.68  (feet)  COMP
 DF9624  MODELED GRAV-     980,353.0   (mgal)                       NAVD 88
 DF9624
 DF9624  VERT ORDER  -  SECOND    CLASS I
 DF9624
 DF9624.The horizontal coordinates were scaled from a topographic map and have
 DF9624.an estimated accuracy of +/- 6 seconds.
 DF9624
 DF9624.The orthometric height was determined by differential leveling
 DF9624.and adjusted by the National Geodetic Survey in February 2004..
 DF9624
 DF9624.The geoid height was determined by GEOID03.
 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     -   114,030.      705,010.      MT  (+/- 180 meters Scaled)
 DF9624
 DF9624                          SUPERSEDED SURVEY CONTROL
 DF9624
 DF9624.No superseded survey control is available for this station.
 DF9624
 DF9624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN605643(NAD 83)
 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 - 2001
 DF9624
 DF9624  HISTORY     - Date     Condition        Report By
 DF9624  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9623 ***********************************************************************
 DF9623  DESIGNATION -  2J12
 DF9623  PID         -  DF9623
 DF9623  STATE/COUNTY-  WI/JEFFERSON
 DF9623  USGS QUAD   -  HELENVILLE (1971)
 DF9623
 DF9623                         *CURRENT SURVEY CONTROL
 DF9623  ___________________________________________________________________
 DF9623* NAD 83(1986)-  43 00 50.     (N)    088 41 28.     (W)     SCALED    
 DF9623* NAVD 88     -       256.954  (meters)     843.02   (feet)  ADJUSTED  
 DF9623  ___________________________________________________________________
 DF9623  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 DF9623  DYNAMIC HT  -         256.887 (meters)     842.80  (feet)  COMP
 DF9623  MODELED GRAV-     980,353.0   (mgal)                       NAVD 88
 DF9623
 DF9623  VERT ORDER  -  SECOND    CLASS I
 DF9623
 DF9623.The horizontal coordinates were scaled from a topographic map and have
 DF9623.an estimated accuracy of +/- 6 seconds.
 DF9623
 DF9623.The orthometric height was determined by differential leveling
 DF9623.and adjusted by the National Geodetic Survey in February 2004..
 DF9623
 DF9623.The geoid height was determined by GEOID03.
 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     -   113,470.      706,700.      MT  (+/- 180 meters Scaled)
 DF9623
 DF9623                          SUPERSEDED SURVEY CONTROL
 DF9623
 DF9623.No superseded survey control is available for this station.
 DF9623
 DF9623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN621637(NAD 83)
 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 - 2001
 DF9623
 DF9623  HISTORY     - Date     Condition        Report By
 DF9623  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9622 ***********************************************************************
 DF9622  DESIGNATION -  2J13
 DF9622  PID         -  DF9622
 DF9622  STATE/COUNTY-  WI/JEFFERSON
 DF9622  USGS QUAD   -  HELENVILLE (1971)
 DF9622
 DF9622                         *CURRENT SURVEY CONTROL
 DF9622  ___________________________________________________________________
 DF9622* NAD 83(1986)-  43 00 48.     (N)    088 40 11.     (W)     SCALED    
 DF9622* NAVD 88     -       254.422  (meters)     834.72   (feet)  ADJUSTED  
 DF9622  ___________________________________________________________________
 DF9622  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 DF9622  DYNAMIC HT  -         254.356 (meters)     834.50  (feet)  COMP
 DF9622  MODELED GRAV-     980,353.3   (mgal)                       NAVD 88
 DF9622
 DF9622  VERT ORDER  -  SECOND    CLASS I
 DF9622
 DF9622.The horizontal coordinates were scaled from a topographic map and have
 DF9622.an estimated accuracy of +/- 6 seconds.
 DF9622
 DF9622.The orthometric height was determined by differential leveling
 DF9622.and adjusted by the National Geodetic Survey in February 2004..
 DF9622
 DF9622.The geoid height was determined by GEOID03.
 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     -   113,440.      708,440.      MT  (+/- 180 meters Scaled)
 DF9622
 DF9622                          SUPERSEDED SURVEY CONTROL
 DF9622
 DF9622.No superseded survey control is available for this station.
 DF9622
 DF9622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN639636(NAD 83)
 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 - 2001
 DF9622
 DF9622  HISTORY     - Date     Condition        Report By
 DF9622  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9621 ***********************************************************************
 DF9621  DESIGNATION -  2J14
 DF9621  PID         -  DF9621
 DF9621  STATE/COUNTY-  WI/JEFFERSON
 DF9621  USGS QUAD   -  HELENVILLE (1971)
 DF9621
 DF9621                         *CURRENT SURVEY CONTROL
 DF9621  ___________________________________________________________________
 DF9621* NAD 83(1986)-  43 00 36.     (N)    088 38 45.     (W)     SCALED    
 DF9621* NAVD 88     -       260.958  (meters)     856.16   (feet)  ADJUSTED  
 DF9621  ___________________________________________________________________
 DF9621  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 DF9621  DYNAMIC HT  -         260.890 (meters)     855.94  (feet)  COMP
 DF9621  MODELED GRAV-     980,353.4   (mgal)                       NAVD 88
 DF9621
 DF9621  VERT ORDER  -  SECOND    CLASS I
 DF9621
 DF9621.The horizontal coordinates were scaled from a topographic map and have
 DF9621.an estimated accuracy of +/- 6 seconds.
 DF9621
 DF9621.The orthometric height was determined by differential leveling
 DF9621.and adjusted by the National Geodetic Survey in February 2004..
 DF9621
 DF9621.The geoid height was determined by GEOID03.
 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     -   113,100.      710,390.      MT  (+/- 180 meters Scaled)
 DF9621
 DF9621                          SUPERSEDED SURVEY CONTROL
 DF9621
 DF9621.No superseded survey control is available for this station.
 DF9621
 DF9621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN658632(NAD 83)
 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 - 2001
 DF9621
 DF9621  HISTORY     - Date     Condition        Report By
 DF9621  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9594 ***********************************************************************
 DF9594  DESIGNATION -  2J15
 DF9594  PID         -  DF9594
 DF9594  STATE/COUNTY-  WI/JEFFERSON
 DF9594  USGS QUAD   -  OCONOMOWOC WEST (1971)
 DF9594
 DF9594                         *CURRENT SURVEY CONTROL
 DF9594  ___________________________________________________________________
 DF9594* NAD 83(1986)-  43 00 41.     (N)    088 35 11.     (W)     SCALED    
 DF9594* NAVD 88     -       260.289  (meters)     853.96   (feet)  ADJUSTED  
 DF9594  ___________________________________________________________________
 DF9594  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 DF9594  DYNAMIC HT  -         260.221 (meters)     853.74  (feet)  COMP
 DF9594  MODELED GRAV-     980,353.1   (mgal)                       NAVD 88
 DF9594
 DF9594  VERT ORDER  -  SECOND    CLASS I
 DF9594
 DF9594.The horizontal coordinates were scaled from a topographic map and have
 DF9594.an estimated accuracy of +/- 6 seconds.
 DF9594
 DF9594.The orthometric height was determined by differential leveling
 DF9594.and adjusted by the National Geodetic Survey in February 2004..
 DF9594
 DF9594.The geoid height was determined by GEOID03.
 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     -   113,330.      715,240.      MT  (+/- 180 meters Scaled)
 DF9594
 DF9594                          SUPERSEDED SURVEY CONTROL
 DF9594
 DF9594.No superseded survey control is available for this station.
 DF9594
 DF9594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN707633(NAD 83)
 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 SUITABLE FOR
 DF9594+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9594
 DF9594  HISTORY     - Date     Condition        Report By
 DF9594  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9593 ***********************************************************************
 DF9593  DESIGNATION -  2J16
 DF9593  PID         -  DF9593
 DF9593  STATE/COUNTY-  WI/JEFFERSON
 DF9593  USGS QUAD   -  OCONOMOWOC WEST (1971)
 DF9593
 DF9593                         *CURRENT SURVEY CONTROL
 DF9593  ___________________________________________________________________
 DF9593* NAD 83(1986)-  43 01 08.     (N)    088 34 08.     (W)     SCALED    
 DF9593* NAVD 88     -       263.362  (meters)     864.05   (feet)  ADJUSTED  
 DF9593  ___________________________________________________________________
 DF9593  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 DF9593  DYNAMIC HT  -         263.294 (meters)     863.82  (feet)  COMP
 DF9593  MODELED GRAV-     980,353.2   (mgal)                       NAVD 88
 DF9593
 DF9593  VERT ORDER  -  SECOND    CLASS I
 DF9593
 DF9593.The horizontal coordinates were scaled from a topographic map and have
 DF9593.an estimated accuracy of +/- 6 seconds.
 DF9593
 DF9593.The orthometric height was determined by differential leveling
 DF9593.and adjusted by the National Geodetic Survey in February 2004..
 DF9593
 DF9593.The geoid height was determined by GEOID03.
 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     -   114,190.      716,650.      MT  (+/- 180 meters Scaled)
 DF9593
 DF9593                          SUPERSEDED SURVEY CONTROL
 DF9593
 DF9593.No superseded survey control is available for this station.
 DF9593
 DF9593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN721641(NAD 83)
 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 - 2001
 DF9593
 DF9593  HISTORY     - Date     Condition        Report By
 DF9593  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9592 ***********************************************************************
 DF9592  DESIGNATION -  2J17
 DF9592  PID         -  DF9592
 DF9592  STATE/COUNTY-  WI/JEFFERSON
 DF9592  USGS QUAD   -  OCONOMOWOC WEST (1971)
 DF9592
 DF9592                         *CURRENT SURVEY CONTROL
 DF9592  ___________________________________________________________________
 DF9592* NAD 83(1986)-  43 01 25.     (N)    088 32 34.     (W)     SCALED    
 DF9592* NAVD 88     -       265.726  (meters)     871.80   (feet)  ADJUSTED  
 DF9592  ___________________________________________________________________
 DF9592  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 DF9592  DYNAMIC HT  -         265.657 (meters)     871.58  (feet)  COMP
 DF9592  MODELED GRAV-     980,352.9   (mgal)                       NAVD 88
 DF9592
 DF9592  VERT ORDER  -  SECOND    CLASS I
 DF9592
 DF9592.The horizontal coordinates were scaled from a topographic map and have
 DF9592.an estimated accuracy of +/- 6 seconds.
 DF9592
 DF9592.The orthometric height was determined by differential leveling
 DF9592.and adjusted by the National Geodetic Survey in February 2004..
 DF9592
 DF9592.The geoid height was determined by GEOID03.
 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     -   114,750.      718,770.      MT  (+/- 180 meters Scaled)
 DF9592
 DF9592                          SUPERSEDED SURVEY CONTROL
 DF9592
 DF9592.No superseded survey control is available for this station.
 DF9592
 DF9592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN742645(NAD 83)
 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 - 2001
 DF9592
 DF9592  HISTORY     - Date     Condition        Report By
 DF9592  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9591 ***********************************************************************
 DF9591  DESIGNATION -  2J18
 DF9591  PID         -  DF9591
 DF9591  STATE/COUNTY-  WI/WAUKESHA
 DF9591  USGS QUAD   -  OCONOMOWOC WEST (1971)
 DF9591
 DF9591                         *CURRENT SURVEY CONTROL
 DF9591  ___________________________________________________________________
 DF9591* NAD 83(1986)-  43 01 36.     (N)    088 31 17.     (W)     SCALED    
 DF9591* NAVD 88     -       261.032  (meters)     856.40   (feet)  ADJUSTED  
 DF9591  ___________________________________________________________________
 DF9591  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 DF9591  DYNAMIC HT  -         260.964 (meters)     856.18  (feet)  COMP
 DF9591  MODELED GRAV-     980,352.6   (mgal)                       NAVD 88
 DF9591
 DF9591  VERT ORDER  -  SECOND    CLASS I
 DF9591
 DF9591.The horizontal coordinates were scaled from a topographic map and have
 DF9591.an estimated accuracy of +/- 6 seconds.
 DF9591
 DF9591.The orthometric height was determined by differential leveling
 DF9591.and adjusted by the National Geodetic Survey in February 2004..
 DF9591
 DF9591.The geoid height was determined by GEOID03.
 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     -   115,120.      720,500.      MT  (+/- 180 meters Scaled)
 DF9591
 DF9591                          SUPERSEDED SURVEY CONTROL
 DF9591
 DF9591.No superseded survey control is available for this station.
 DF9591
 DF9591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN760648(NAD 83)
 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 - 2001
 DF9591
 DF9591  HISTORY     - Date     Condition        Report By
 DF9591  HISTORY     - 2001     MONUMENTED       WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9939 ***********************************************************************
 DF9939  DESIGNATION -  2J45
 DF9939  PID         -  DF9939
 DF9939  STATE/COUNTY-  WI/JEFFERSON
 DF9939  USGS QUAD   -  WATERLOO (1976)
 DF9939
 DF9939                         *CURRENT SURVEY CONTROL
 DF9939  ___________________________________________________________________
 DF9939* NAD 83(1986)-  43 10 46.     (N)    088 56 16.     (W)     SCALED    
 DF9939* NAVD 88     -       249.091  (meters)     817.23   (feet)  ADJUSTED  
 DF9939  ___________________________________________________________________
 DF9939  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 DF9939  DYNAMIC HT  -         249.029 (meters)     817.02  (feet)  COMP
 DF9939  MODELED GRAV-     980,364.4   (mgal)                       NAVD 88
 DF9939
 DF9939  VERT ORDER  -  SECOND    CLASS I
 DF9939
 DF9939.The horizontal coordinates were scaled from a topographic map and have
 DF9939.an estimated accuracy of +/- 6 seconds.
 DF9939
 DF9939.The orthometric height was determined by differential leveling
 DF9939.and adjusted by the National Geodetic Survey in February 2004..
 DF9939
 DF9939.The geoid height was determined by GEOID03.
 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     -   131,580.      686,360.      MT  (+/- 180 meters Scaled)
 DF9939
 DF9939                          SUPERSEDED SURVEY CONTROL
 DF9939
 DF9939.No superseded survey control is available for this station.
 DF9939
 DF9939_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN425825(NAD 83)
 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 - 2001
 DF9939
 DF9939  HISTORY     - Date     Condition        Report By
 DF9939  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9938 ***********************************************************************
 DF9938  DESIGNATION -  2J46
 DF9938  PID         -  DF9938
 DF9938  STATE/COUNTY-  WI/JEFFERSON
 DF9938  USGS QUAD   -  WATERLOO (1976)
 DF9938
 DF9938                         *CURRENT SURVEY CONTROL
 DF9938  ___________________________________________________________________
 DF9938* NAD 83(1986)-  43 10 55.     (N)    088 53 00.     (W)     SCALED    
 DF9938* NAVD 88     -       241.597  (meters)     792.64   (feet)  ADJUSTED  
 DF9938  ___________________________________________________________________
 DF9938  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 DF9938  DYNAMIC HT  -         241.537 (meters)     792.44  (feet)  COMP
 DF9938  MODELED GRAV-     980,364.6   (mgal)                       NAVD 88
 DF9938
 DF9938  VERT ORDER  -  SECOND    CLASS I
 DF9938
 DF9938.The horizontal coordinates were scaled from a topographic map and have
 DF9938.an estimated accuracy of +/- 6 seconds.
 DF9938
 DF9938.The orthometric height was determined by differential leveling
 DF9938.and adjusted by the National Geodetic Survey in February 2004..
 DF9938
 DF9938.The geoid height was determined by GEOID03.
 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     -   131,910.      690,780.      MT  (+/- 180 meters Scaled)
 DF9938
 DF9938                          SUPERSEDED SURVEY CONTROL
 DF9938
 DF9938.No superseded survey control is available for this station.
 DF9938
 DF9938_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN469827(NAD 83)
 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 SUITABLE FOR
 DF9938+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9938
 DF9938  HISTORY     - Date     Condition        Report By
 DF9938  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9937 ***********************************************************************
 DF9937  DESIGNATION -  2J47
 DF9937  PID         -  DF9937
 DF9937  STATE/COUNTY-  WI/JEFFERSON
 DF9937  USGS QUAD   -  WATERLOO (1976)
 DF9937
 DF9937                         *CURRENT SURVEY CONTROL
 DF9937  ___________________________________________________________________
 DF9937* NAD 83(1986)-  43 11 40.     (N)    088 52 39.     (W)     SCALED    
 DF9937* NAVD 88     -       243.688  (meters)     799.50   (feet)  ADJUSTED  
 DF9937  ___________________________________________________________________
 DF9937  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 DF9937  DYNAMIC HT  -         243.627 (meters)     799.30  (feet)  COMP
 DF9937  MODELED GRAV-     980,365.6   (mgal)                       NAVD 88
 DF9937
 DF9937  VERT ORDER  -  SECOND    CLASS I
 DF9937
 DF9937.The horizontal coordinates were scaled from a topographic map and have
 DF9937.an estimated accuracy of +/- 6 seconds.
 DF9937
 DF9937.The orthometric height was determined by differential leveling
 DF9937.and adjusted by the National Geodetic Survey in February 2004..
 DF9937
 DF9937.The geoid height was determined by GEOID03.
 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     -   133,310.      691,230.      MT  (+/- 180 meters Scaled)
 DF9937
 DF9937                          SUPERSEDED SURVEY CONTROL
 DF9937
 DF9937.No superseded survey control is available for this station.
 DF9937
 DF9937_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN474841(NAD 83)
 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 - 2001
 DF9937
 DF9937  HISTORY     - Date     Condition        Report By
 DF9937  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9936 ***********************************************************************
 DF9936  DESIGNATION -  2J48
 DF9936  PID         -  DF9936
 DF9936  STATE/COUNTY-  WI/JEFFERSON
 DF9936  USGS QUAD   -  RICHWOOD (1971)
 DF9936
 DF9936                         *CURRENT SURVEY CONTROL
 DF9936  ___________________________________________________________________
 DF9936* NAD 83(1986)-  43 11 49.     (N)    088 51 44.     (W)     SCALED    
 DF9936* NAVD 88     -       241.321  (meters)     791.73   (feet)  ADJUSTED  
 DF9936  ___________________________________________________________________
 DF9936  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 DF9936  DYNAMIC HT  -         241.261 (meters)     791.54  (feet)  COMP
 DF9936  MODELED GRAV-     980,365.6   (mgal)                       NAVD 88
 DF9936
 DF9936  VERT ORDER  -  SECOND    CLASS I
 DF9936
 DF9936.The horizontal coordinates were scaled from a topographic map and have
 DF9936.an estimated accuracy of +/- 6 seconds.
 DF9936
 DF9936.The orthometric height was determined by differential leveling
 DF9936.and adjusted by the National Geodetic Survey in February 2004..
 DF9936
 DF9936.The geoid height was determined by GEOID03.
 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     -   133,600.      692,470.      MT  (+/- 180 meters Scaled)
 DF9936
 DF9936                          SUPERSEDED SURVEY CONTROL
 DF9936
 DF9936.No superseded survey control is available for this station.
 DF9936
 DF9936_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN486843(NAD 83)
 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 - 2001
 DF9936
 DF9936  HISTORY     - Date     Condition        Report By
 DF9936  HISTORY     - 2001     MONUMENTED       WI-055
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9935 ***********************************************************************
 DF9935  DESIGNATION -  2J49
 DF9935  PID         -  DF9935
 DF9935  STATE/COUNTY-  WI/JEFFERSON
 DF9935  USGS QUAD   -  RICHWOOD (1971)
 DF9935
 DF9935                         *CURRENT SURVEY CONTROL
 DF9935  ___________________________________________________________________
 DF9935* NAD 83(1986)-  43 11 53.     (N)    088 50 17.     (W)     SCALED    
 DF9935* NAVD 88     -       243.635  (meters)     799.33   (feet)  ADJUSTED  
 DF9935  ___________________________________________________________________
 DF9935  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 DF9935  DYNAMIC HT  -         243.574 (meters)     799.13  (feet)  COMP
 DF9935  MODELED GRAV-     980,365.5   (mgal)                       NAVD 88
 DF9935
 DF9935  VERT ORDER  -  SECOND    CLASS I
 DF9935
 DF9935.The horizontal coordinates were scaled from a topographic map and have
 DF9935.an estimated accuracy of +/- 6 seconds.
 DF9935
 DF9935.The orthometric height was determined by differential leveling
 DF9935.and adjusted by the National Geodetic Survey in February 2004..
 DF9935
 DF9935.The geoid height was determined by GEOID03.
 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     -   133,750.      694,430.      MT  (+/- 180 meters Scaled)
 DF9935
 DF9935                          SUPERSEDED SURVEY CONTROL
 DF9935
 DF9935.No superseded survey control is available for this station.
 DF9935
 DF9935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN506844(NAD 83)
 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 - 2001
 DF9935
 DF9935  HISTORY     - Date     Condition        Report By
 DF9935  HISTORY     - 2001     MONUMENTED       WI-055
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9934 ***********************************************************************
 DF9934  DESIGNATION -  2J50
 DF9934  PID         -  DF9934
 DF9934  STATE/COUNTY-  WI/DODGE
 DF9934  USGS QUAD   -  RICHWOOD (1971)
 DF9934
 DF9934                         *CURRENT SURVEY CONTROL
 DF9934  ___________________________________________________________________
 DF9934* NAD 83(1986)-  43 11 54.     (N)    088 47 15.     (W)     SCALED    
 DF9934* NAVD 88     -       255.600  (meters)     838.58   (feet)  ADJUSTED  
 DF9934  ___________________________________________________________________
 DF9934  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 DF9934  DYNAMIC HT  -         255.537 (meters)     838.37  (feet)  COMP
 DF9934  MODELED GRAV-     980,364.8   (mgal)                       NAVD 88
 DF9934
 DF9934  VERT ORDER  -  SECOND    CLASS I
 DF9934
 DF9934.The horizontal coordinates were scaled from a topographic map and have
 DF9934.an estimated accuracy of +/- 6 seconds.
 DF9934
 DF9934.The orthometric height was determined by differential leveling
 DF9934.and adjusted by the National Geodetic Survey in February 2004..
 DF9934
 DF9934.The geoid height was determined by GEOID03.
 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     -   133,840.      698,540.      MT  (+/- 180 meters Scaled)
 DF9934
 DF9934                          SUPERSEDED SURVEY CONTROL
 DF9934
 DF9934.No superseded survey control is available for this station.
 DF9934
 DF9934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN547843(NAD 83)
 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 - 2001
 DF9934
 DF9934  HISTORY     - Date     Condition        Report By
 DF9934  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9933 ***********************************************************************
 DF9933  DESIGNATION -  2J51
 DF9933  PID         -  DF9933
 DF9933  STATE/COUNTY-  WI/DODGE
 DF9933  USGS QUAD   -  RICHWOOD (1971)
 DF9933
 DF9933                         *CURRENT SURVEY CONTROL
 DF9933  ___________________________________________________________________
 DF9933* NAD 83(1986)-  43 11 53.     (N)    088 45 44.     (W)     SCALED    
 DF9933* NAVD 88     -       267.600  (meters)     877.95   (feet)  ADJUSTED  
 DF9933  ___________________________________________________________________
 DF9933  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 DF9933  DYNAMIC HT  -         267.533 (meters)     877.73  (feet)  COMP
 DF9933  MODELED GRAV-     980,364.3   (mgal)                       NAVD 88
 DF9933
 DF9933  VERT ORDER  -  SECOND    CLASS I
 DF9933
 DF9933.The horizontal coordinates were scaled from a topographic map and have
 DF9933.an estimated accuracy of +/- 6 seconds.
 DF9933
 DF9933.The orthometric height was determined by differential leveling
 DF9933.and adjusted by the National Geodetic Survey in February 2004..
 DF9933
 DF9933.The geoid height was determined by GEOID03.
 DF9933
 DF9933.The dynamic height is computed by dividing the NAVD 88
 DF9933.geopotential number by the normal gravity value computed on the
 DF9933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9933.degrees latitude (g = 980.6199 gals.).
 DF9933
 DF9933.The modeled gravity was interpolated from observed gravity values.
 DF9933
 DF9933;                    North         East    Units  Estimated Accuracy
 DF9933;SPC WI S     -   133,840.      700,600.      MT  (+/- 180 meters Scaled)
 DF9933
 DF9933                          SUPERSEDED SURVEY CONTROL
 DF9933
 DF9933.No superseded survey control is available for this station.
 DF9933
 DF9933_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN568843(NAD 83)
 DF9933_MARKER: DD = SURVEY DISK
 DF9933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9933_STAMPING: 2J51 2002
 DF9933_MARK LOGO: WIDT  
 DF9933_PROJECTION: FLUSH
 DF9933_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9933_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9933+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9933
 DF9933  HISTORY     - Date     Condition        Report By
 DF9933  HISTORY     - 2001     MONUMENTED       WIDT
 DF9933
 DF9933                          STATION DESCRIPTION
 DF9933
 DF9933'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9933'THE STATION IS LOCATED ABOUT 30 KM SOUTH OF BEAVER DAM AND 3 KM WEST
 DF9933'OF WATERTOWN. OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO
 DF9933'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 19 WITH STATE
 DF9933'HIGHWAY 26 AT THE INTERSECTION OF MAIN STREET AND CHURCH STREET IN
 DF9933'THE CITY OF WATERTOWN, GO WEST ON STATE HIGHWAY 19 (MAIN STREET) FOR
 DF9933'2.6 KM TO WELSH ROAD ON THE RIGHT, CONTINUE WEST ON STATE HIGHWAY 19
 DF9933'(MAIN STREET) FOR 0.2 KM TO THE STATION ON THE RIGHT.  THE STATION IS
 DF9933'A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DF9933'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DF9933'SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DF9933'THE STATION IS 15.5 M NORTH OF THE CENTERLINE OF STATE HIGHWAY 19,
 DF9933'59.0 M EAST OF THE EAST END OF A 50-CM DIAMETER CORRUGATED METAL
 DF9933'CULVERT PIPE, 56 M WEST OF THE CENTER OF THE ENTRANCE TO --FARM AND
 DF9933'FLEET--, 48.2 M EAST-SOUTHEAST OF A STEEL --R/W-- POST, AND 12.5 M
 DF9933'SOUTH OF THE SOUTH EDGE OF THE --FARM AND FLEET-- PARKING LOT.
 DF9933'---NOTE--- THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9933'THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR A CELL TOWER TO THE
 DF9933'SOUTHEAST EXTENDING TO 25 DEGREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9932 ***********************************************************************
 DF9932  DESIGNATION -  2J52
 DF9932  PID         -  DF9932
 DF9932  STATE/COUNTY-  WI/JEFFERSON
 DF9932  USGS QUAD   -  WATERTOWN (1971)
 DF9932
 DF9932                         *CURRENT SURVEY CONTROL
 DF9932  ___________________________________________________________________
 DF9932* NAD 83(1986)-  43 11 44.     (N)    088 43 29.     (W)     SCALED    
 DF9932* NAVD 88     -       248.926  (meters)     816.68   (feet)  ADJUSTED  
 DF9932  ___________________________________________________________________
 DF9932  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 DF9932  DYNAMIC HT  -         248.864 (meters)     816.48  (feet)  COMP
 DF9932  MODELED GRAV-     980,363.4   (mgal)                       NAVD 88
 DF9932
 DF9932  VERT ORDER  -  SECOND    CLASS I
 DF9932
 DF9932.The horizontal coordinates were scaled from a topographic map and have
 DF9932.an estimated accuracy of +/- 6 seconds.
 DF9932
 DF9932.The orthometric height was determined by differential leveling
 DF9932.and adjusted by the National Geodetic Survey in February 2004..
 DF9932
 DF9932.The geoid height was determined by GEOID03.
 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     -   133,610.      703,650.      MT  (+/- 180 meters Scaled)
 DF9932
 DF9932                          SUPERSEDED SURVEY CONTROL
 DF9932
 DF9932.No superseded survey control is available for this station.
 DF9932
 DF9932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN598839(NAD 83)
 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 - 2001
 DF9932
 DF9932  HISTORY     - Date     Condition        Report By
 DF9932  HISTORY     - 2001     MONUMENTED       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--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9931 ***********************************************************************
 DF9931  DESIGNATION -  2J53
 DF9931  PID         -  DF9931
 DF9931  STATE/COUNTY-  WI/JEFFERSON
 DF9931  USGS QUAD   -  WATERTOWN (1971)
 DF9931
 DF9931                         *CURRENT SURVEY CONTROL
 DF9931  ___________________________________________________________________
 DF9931* NAD 83(1986)-  43 11 51.     (N)    088 42 45.     (W)     SCALED    
 DF9931* NAVD 88     -       248.637  (meters)     815.74   (feet)  ADJUSTED  
 DF9931  ___________________________________________________________________
 DF9931  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 DF9931  DYNAMIC HT  -         248.575 (meters)     815.53  (feet)  COMP
 DF9931  MODELED GRAV-     980,363.5   (mgal)                       NAVD 88
 DF9931
 DF9931  VERT ORDER  -  SECOND    CLASS I
 DF9931
 DF9931.The horizontal coordinates were scaled from a topographic map and have
 DF9931.an estimated accuracy of +/- 6 seconds.
 DF9931
 DF9931.The orthometric height was determined by differential leveling
 DF9931.and adjusted by the National Geodetic Survey in February 2004..
 DF9931
 DF9931.The geoid height was determined by GEOID03.
 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     -   133,840.      704,640.      MT  (+/- 180 meters Scaled)
 DF9931
 DF9931                          SUPERSEDED SURVEY CONTROL
 DF9931
 DF9931.No superseded survey control is available for this station.
 DF9931
 DF9931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN608841(NAD 83)
 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 - 2001
 DF9931
 DF9931  HISTORY     - Date     Condition        Report By
 DF9931  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9930 ***********************************************************************
 DF9930  DESIGNATION -  2J54
 DF9930  PID         -  DF9930
 DF9930  STATE/COUNTY-  WI/JEFFERSON
 DF9930  USGS QUAD   -  WATERTOWN (1971)
 DF9930
 DF9930                         *CURRENT SURVEY CONTROL
 DF9930  ___________________________________________________________________
 DF9930* NAD 83(1986)-  43 10 34.     (N)    088 40 21.     (W)     SCALED    
 DF9930* NAVD 88     -       258.937  (meters)     849.53   (feet)  ADJUSTED  
 DF9930  ___________________________________________________________________
 DF9930  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 DF9930  DYNAMIC HT  -         258.872 (meters)     849.32  (feet)  COMP
 DF9930  MODELED GRAV-     980,362.2   (mgal)                       NAVD 88
 DF9930
 DF9930  VERT ORDER  -  SECOND    CLASS I
 DF9930
 DF9930.The horizontal coordinates were scaled from a topographic map and have
 DF9930.an estimated accuracy of +/- 6 seconds.
 DF9930
 DF9930.The orthometric height was determined by differential leveling
 DF9930.and adjusted by the National Geodetic Survey in February 2004..
 DF9930
 DF9930.The geoid height was determined by GEOID03.
 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     -   131,510.      707,930.      MT  (+/- 180 meters Scaled)
 DF9930
 DF9930                          SUPERSEDED SURVEY CONTROL
 DF9930
 DF9930.No superseded survey control is available for this station.
 DF9930
 DF9930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN640817(NAD 83)
 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 - 2001
 DF9930
 DF9930  HISTORY     - Date     Condition        Report By
 DF9930  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9929 ***********************************************************************
 DF9929  DESIGNATION -  2J55
 DF9929  PID         -  DF9929
 DF9929  STATE/COUNTY-  WI/JEFFERSON
 DF9929  USGS QUAD   -  WATERTOWN (1971)
 DF9929
 DF9929                         *CURRENT SURVEY CONTROL
 DF9929  ___________________________________________________________________
 DF9929* NAD 83(1986)-  43 10 02.     (N)    088 39 06.     (W)     SCALED    
 DF9929* NAVD 88     -       266.068  (meters)     872.92   (feet)  ADJUSTED  
 DF9929  ___________________________________________________________________
 DF9929  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 DF9929  DYNAMIC HT  -         266.001 (meters)     872.70  (feet)  COMP
 DF9929  MODELED GRAV-     980,362.0   (mgal)                       NAVD 88
 DF9929
 DF9929  VERT ORDER  -  SECOND    CLASS I
 DF9929
 DF9929.The horizontal coordinates were scaled from a topographic map and have
 DF9929.an estimated accuracy of +/- 6 seconds.
 DF9929
 DF9929.The orthometric height was determined by differential leveling
 DF9929.and adjusted by the National Geodetic Survey in February 2004..
 DF9929
 DF9929.The geoid height was determined by GEOID03.
 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     -   130,550.      709,640.      MT  (+/- 180 meters Scaled)
 DF9929
 DF9929                          SUPERSEDED SURVEY CONTROL
 DF9929
 DF9929.No superseded survey control is available for this station.
 DF9929
 DF9929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN657807(NAD 83)
 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 - 2001
 DF9929
 DF9929  HISTORY     - Date     Condition        Report By
 DF9929  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9928 ***********************************************************************
 DF9928  DESIGNATION -  2J56
 DF9928  PID         -  DF9928
 DF9928  STATE/COUNTY-  WI/JEFFERSON
 DF9928  USGS QUAD   -  IXONIA (1971)
 DF9928
 DF9928                         *CURRENT SURVEY CONTROL
 DF9928  ___________________________________________________________________
 DF9928* NAD 83(1986)-  43 09 03.     (N)    088 36 12.     (W)     SCALED    
 DF9928* NAVD 88     -       265.254  (meters)     870.25   (feet)  ADJUSTED  
 DF9928  ___________________________________________________________________
 DF9928  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 DF9928  DYNAMIC HT  -         265.188 (meters)     870.04  (feet)  COMP
 DF9928  MODELED GRAV-     980,361.3   (mgal)                       NAVD 88
 DF9928
 DF9928  VERT ORDER  -  SECOND    CLASS I
 DF9928
 DF9928.The horizontal coordinates were scaled from a topographic map and have
 DF9928.an estimated accuracy of +/- 6 seconds.
 DF9928
 DF9928.The orthometric height was determined by differential leveling
 DF9928.and adjusted by the National Geodetic Survey in February 2004..
 DF9928
 DF9928.The geoid height was determined by GEOID03.
 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     -   128,800.      713,600.      MT  (+/- 180 meters Scaled)
 DF9928
 DF9928                          SUPERSEDED SURVEY CONTROL
 DF9928
 DF9928.No superseded survey control is available for this station.
 DF9928
 DF9928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN696788(NAD 83)
 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 - 2001
 DF9928
 DF9928  HISTORY     - Date     Condition        Report By
 DF9928  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6131 ***********************************************************************
 AI6131  DESIGNATION -  2J61
 AI6131  PID         -  AI6131
 AI6131  STATE/COUNTY-  WI/DODGE
 AI6131  USGS QUAD   -  HORICON (1980)
 AI6131
 AI6131                         *CURRENT SURVEY CONTROL
 AI6131  ___________________________________________________________________
 AI6131* NAD 83(1986)-  43 24 59.     (N)    088 41 52.     (W)     SCALED    
 AI6131* NAVD 88     -       287.154  (meters)     942.10   (feet)  ADJUSTED  
 AI6131  ___________________________________________________________________
 AI6131  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 AI6131  DYNAMIC HT  -         287.084 (meters)     941.87  (feet)  COMP
 AI6131  MODELED GRAV-     980,369.2   (mgal)                       NAVD 88
 AI6131
 AI6131  VERT ORDER  -  SECOND    CLASS I
 AI6131
 AI6131.The horizontal coordinates were scaled from a topographic map and have
 AI6131.an estimated accuracy of +/- 6 seconds.
 AI6131
 AI6131.The orthometric height was determined by differential leveling
 AI6131.and adjusted by the National Geodetic Survey in October 2000..
 AI6131
 AI6131.The geoid height was determined by GEOID03.
 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     -   158,170.      705,450.      MT  (+/- 180 meters Scaled)
 AI6131
 AI6131                          SUPERSEDED SURVEY CONTROL
 AI6131
 AI6131.No superseded survey control is available for this station.
 AI6131
 AI6131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP625084(NAD 83)
 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 = OCTOBER  7, 2006
 AI6132 ***********************************************************************
 AI6132  DESIGNATION -  2J62
 AI6132  PID         -  AI6132
 AI6132  STATE/COUNTY-  WI/DODGE
 AI6132  USGS QUAD   -  HORICON (1980)
 AI6132
 AI6132                         *CURRENT SURVEY CONTROL
 AI6132  ___________________________________________________________________
 AI6132* NAD 83(1986)-  43 24 29.     (N)    088 41 08.     (W)     SCALED    
 AI6132* NAVD 88     -       277.881  (meters)     911.68   (feet)  ADJUSTED  
 AI6132  ___________________________________________________________________
 AI6132  GEOID HEIGHT-         -34.96  (meters)                     GEOID03
 AI6132  DYNAMIC HT  -         277.814 (meters)     911.46  (feet)  COMP
 AI6132  MODELED GRAV-     980,371.0   (mgal)                       NAVD 88
 AI6132
 AI6132  VERT ORDER  -  SECOND    CLASS I
 AI6132
 AI6132.The horizontal coordinates were scaled from a topographic map and have
 AI6132.an estimated accuracy of +/- 6 seconds.
 AI6132
 AI6132.The orthometric height was determined by differential leveling
 AI6132.and adjusted by the National Geodetic Survey in October 2000..
 AI6132
 AI6132.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 AI6132;SPC WI S     -   157,260.      706,460.      MT  (+/- 180 meters Scaled)
 AI6132
 AI6132                          SUPERSEDED SURVEY CONTROL
 AI6132
 AI6132.No superseded survey control is available for this station.
 AI6132
 AI6132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP635075(NAD 83)
 AI6132_MARKER: DD = SURVEY DISK
 AI6132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6132_STAMPING: 2J62 1999
 AI6132_MARK LOGO: WIDT  
 AI6132_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6132+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6133 ***********************************************************************
 AI6133  DESIGNATION -  2J63
 AI6133  PID         -  AI6133
 AI6133  STATE/COUNTY-  WI/DODGE
 AI6133  USGS QUAD   -  HORICON (1980)
 AI6133
 AI6133                         *CURRENT SURVEY CONTROL
 AI6133  ___________________________________________________________________
 AI6133* NAD 83(1986)-  43 24 29.     (N)    088 40 01.     (W)     SCALED    
 AI6133* NAVD 88     -       266.789  (meters)     875.29   (feet)  ADJUSTED  
 AI6133  ___________________________________________________________________
 AI6133  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 AI6133  DYNAMIC HT  -         266.725 (meters)     875.08  (feet)  COMP
 AI6133  MODELED GRAV-     980,374.0   (mgal)                       NAVD 88
 AI6133
 AI6133  VERT ORDER  -  SECOND    CLASS I
 AI6133
 AI6133.The horizontal coordinates were scaled from a topographic map and have
 AI6133.an estimated accuracy of +/- 6 seconds.
 AI6133
 AI6133.The orthometric height was determined by differential leveling
 AI6133.and adjusted by the National Geodetic Survey in October 2000..
 AI6133
 AI6133.The geoid height was determined by GEOID03.
 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     -   157,280.      707,970.      MT  (+/- 180 meters Scaled)
 AI6133
 AI6133                          SUPERSEDED SURVEY CONTROL
 AI6133
 AI6133.No superseded survey control is available for this station.
 AI6133
 AI6133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP650074(NAD 83)
 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 = OCTOBER  7, 2006
 AI6134 ***********************************************************************
 AI6134  DESIGNATION -  2J64
 AI6134  PID         -  AI6134
 AI6134  STATE/COUNTY-  WI/DODGE
 AI6134  USGS QUAD   -  HORICON (1980)
 AI6134
 AI6134                         *CURRENT SURVEY CONTROL
 AI6134  ___________________________________________________________________
 AI6134* NAD 83(1986)-  43 24 59.     (N)    088 38 40.     (W)     SCALED    
 AI6134* NAVD 88     -       264.445  (meters)     867.60   (feet)  ADJUSTED  
 AI6134  ___________________________________________________________________
 AI6134  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 AI6134  DYNAMIC HT  -         264.383 (meters)     867.40  (feet)  COMP
 AI6134  MODELED GRAV-     980,377.3   (mgal)                       NAVD 88
 AI6134
 AI6134  VERT ORDER  -  SECOND    CLASS I
 AI6134
 AI6134.The horizontal coordinates were scaled from a topographic map and have
 AI6134.an estimated accuracy of +/- 6 seconds.
 AI6134
 AI6134.The orthometric height was determined by differential leveling
 AI6134.and adjusted by the National Geodetic Survey in October 2000..
 AI6134
 AI6134.The geoid height was determined by GEOID03.
 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     -   158,240.      709,770.      MT  (+/- 180 meters Scaled)
 AI6134
 AI6134                          SUPERSEDED SURVEY CONTROL
 AI6134
 AI6134.No superseded survey control is available for this station.
 AI6134
 AI6134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP668083(NAD 83)
 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 = OCTOBER  7, 2006
 AI6135 ***********************************************************************
 AI6135  DESIGNATION -  2J65
 AI6135  PID         -  AI6135
 AI6135  STATE/COUNTY-  WI/DODGE
 AI6135  USGS QUAD   -  HORICON (1980)
 AI6135
 AI6135                         *CURRENT SURVEY CONTROL
 AI6135  ___________________________________________________________________
 AI6135* NAD 83(1986)-  43 24 55.     (N)    088 37 31.     (W)     SCALED    
 AI6135* NAVD 88     -       269.698  (meters)     884.83   (feet)  ADJUSTED  
 AI6135  ___________________________________________________________________
 AI6135  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 AI6135  DYNAMIC HT  -         269.635 (meters)     884.63  (feet)  COMP
 AI6135  MODELED GRAV-     980,379.2   (mgal)                       NAVD 88
 AI6135
 AI6135  VERT ORDER  -  SECOND    CLASS I
 AI6135
 AI6135.The horizontal coordinates were scaled from a topographic map and have
 AI6135.an estimated accuracy of +/- 6 seconds.
 AI6135
 AI6135.The orthometric height was determined by differential leveling
 AI6135.and adjusted by the National Geodetic Survey in October 2000..
 AI6135
 AI6135.The geoid height was determined by GEOID03.
 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     -   158,140.      711,330.      MT  (+/- 180 meters Scaled)
 AI6135
 AI6135                          SUPERSEDED SURVEY CONTROL
 AI6135
 AI6135.No superseded survey control is available for this station.
 AI6135
 AI6135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP684082(NAD 83)
 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 = OCTOBER  7, 2006
 AI6136 ***********************************************************************
 AI6136  DESIGNATION -  2J66
 AI6136  PID         -  AI6136
 AI6136  STATE/COUNTY-  WI/DODGE
 AI6136  USGS QUAD   -  MAYVILLE SOUTH (1980)
 AI6136
 AI6136                         *CURRENT SURVEY CONTROL
 AI6136  ___________________________________________________________________
 AI6136* NAD 83(1986)-  43 24 52.     (N)    088 34 52.     (W)     SCALED    
 AI6136* NAVD 88     -       264.806  (meters)     868.78   (feet)  ADJUSTED  
 AI6136  ___________________________________________________________________
 AI6136  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 AI6136  DYNAMIC HT  -         264.745 (meters)     868.58  (feet)  COMP
 AI6136  MODELED GRAV-     980,382.5   (mgal)                       NAVD 88
 AI6136
 AI6136  VERT ORDER  -  SECOND    CLASS I
 AI6136
 AI6136.The horizontal coordinates were scaled from a topographic map and have
 AI6136.an estimated accuracy of +/- 6 seconds.
 AI6136
 AI6136.The orthometric height was determined by differential leveling
 AI6136.and adjusted by the National Geodetic Survey in October 2000..
 AI6136
 AI6136.The geoid height was determined by GEOID03.
 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     -   158,110.      714,900.      MT  (+/- 180 meters Scaled)
 AI6136
 AI6136                          SUPERSEDED SURVEY CONTROL
 AI6136
 AI6136.No superseded survey control is available for this station.
 AI6136
 AI6136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP719080(NAD 83)
 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 = OCTOBER  7, 2006
 AI6137 ***********************************************************************
 AI6137  DESIGNATION -  2J67
 AI6137  PID         -  AI6137
 AI6137  STATE/COUNTY-  WI/DODGE
 AI6137  USGS QUAD   -  MAYVILLE SOUTH (1980)
 AI6137
 AI6137                         *CURRENT SURVEY CONTROL
 AI6137  ___________________________________________________________________
 AI6137* NAD 83(1986)-  43 24 52.     (N)    088 33 47.     (W)     SCALED    
 AI6137* NAVD 88     -       266.860  (meters)     875.52   (feet)  ADJUSTED  
 AI6137  ___________________________________________________________________
 AI6137  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 AI6137  DYNAMIC HT  -         266.798 (meters)     875.32  (feet)  COMP
 AI6137  MODELED GRAV-     980,382.9   (mgal)                       NAVD 88
 AI6137
 AI6137  VERT ORDER  -  SECOND    CLASS I
 AI6137
 AI6137.The horizontal coordinates were scaled from a topographic map and have
 AI6137.an estimated accuracy of +/- 6 seconds.
 AI6137
 AI6137.The orthometric height was determined by differential leveling
 AI6137.and adjusted by the National Geodetic Survey in October 2000..
 AI6137
 AI6137.The geoid height was determined by GEOID03.
 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     -   158,130.      716,370.      MT  (+/- 180 meters Scaled)
 AI6137
 AI6137                          SUPERSEDED SURVEY CONTROL
 AI6137
 AI6137.No superseded survey control is available for this station.
 AI6137
 AI6137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP734080(NAD 83)
 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 = OCTOBER  7, 2006
 AI6138 ***********************************************************************
 AI6138  DESIGNATION -  2J68
 AI6138  PID         -  AI6138
 AI6138  STATE/COUNTY-  WI/DODGE
 AI6138  USGS QUAD   -  MAYVILLE SOUTH (1980)
 AI6138
 AI6138                         *CURRENT SURVEY CONTROL
 AI6138  ___________________________________________________________________
 AI6138* NAD 83(1986)-  43 24 51.     (N)    088 32 40.     (W)     SCALED    
 AI6138* NAVD 88     -       287.062  (meters)     941.80   (feet)  ADJUSTED  
 AI6138  ___________________________________________________________________
 AI6138  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 AI6138  DYNAMIC HT  -         286.996 (meters)     941.59  (feet)  COMP
 AI6138  MODELED GRAV-     980,383.0   (mgal)                       NAVD 88
 AI6138
 AI6138  VERT ORDER  -  SECOND    CLASS I
 AI6138
 AI6138.The horizontal coordinates were scaled from a topographic map and have
 AI6138.an estimated accuracy of +/- 6 seconds.
 AI6138
 AI6138.The orthometric height was determined by differential leveling
 AI6138.and adjusted by the National Geodetic Survey in October 2000..
 AI6138
 AI6138.The geoid height was determined by GEOID03.
 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     -   158,130.      717,870.      MT  (+/- 180 meters Scaled)
 AI6138
 AI6138                          SUPERSEDED SURVEY CONTROL
 AI6138
 AI6138.No superseded survey control is available for this station.
 AI6138
 AI6138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP749079(NAD 83)
 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 = OCTOBER  7, 2006
 AI6139 ***********************************************************************
 AI6139  DESIGNATION -  2J69
 AI6139  PID         -  AI6139
 AI6139  STATE/COUNTY-  WI/DODGE
 AI6139  USGS QUAD   -  MAYVILLE SOUTH (1980)
 AI6139
 AI6139                         *CURRENT SURVEY CONTROL
 AI6139  ___________________________________________________________________
 AI6139* NAD 83(1986)-  43 23 42.     (N)    088 32 32.     (W)     SCALED    
 AI6139* NAVD 88     -       275.830  (meters)     904.95   (feet)  ADJUSTED  
 AI6139  ___________________________________________________________________
 AI6139  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 AI6139  DYNAMIC HT  -         275.766 (meters)     904.74  (feet)  COMP
 AI6139  MODELED GRAV-     980,381.8   (mgal)                       NAVD 88
 AI6139
 AI6139  VERT ORDER  -  SECOND    CLASS I
 AI6139
 AI6139.The horizontal coordinates were scaled from a topographic map and have
 AI6139.an estimated accuracy of +/- 6 seconds.
 AI6139
 AI6139.The orthometric height was determined by differential leveling
 AI6139.and adjusted by the National Geodetic Survey in October 2000..
 AI6139
 AI6139.The geoid height was determined by GEOID03.
 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     -   156,000.      718,090.      MT  (+/- 180 meters Scaled)
 AI6139
 AI6139                          SUPERSEDED SURVEY CONTROL
 AI6139
 AI6139.No superseded survey control is available for this station.
 AI6139
 AI6139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP751058(NAD 83)
 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 = OCTOBER  7, 2006
 AI6140 ***********************************************************************
 AI6140  DESIGNATION -  2J70
 AI6140  PID         -  AI6140
 AI6140  STATE/COUNTY-  WI/DODGE
 AI6140  USGS QUAD   -  HUSTISFORD (1980)
 AI6140
 AI6140                         *CURRENT SURVEY CONTROL
 AI6140  ___________________________________________________________________
 AI6140* NAD 83(1986)-  43 22 15.     (N)    088 32 20.     (W)     SCALED    
 AI6140* NAVD 88     -       273.151  (meters)     896.16   (feet)  ADJUSTED  
 AI6140  ___________________________________________________________________
 AI6140  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 AI6140  DYNAMIC HT  -         273.087 (meters)     895.95  (feet)  COMP
 AI6140  MODELED GRAV-     980,380.2   (mgal)                       NAVD 88
 AI6140
 AI6140  VERT ORDER  -  SECOND    CLASS I
 AI6140
 AI6140.The horizontal coordinates were scaled from a topographic map and have
 AI6140.an estimated accuracy of +/- 6 seconds.
 AI6140
 AI6140.The orthometric height was determined by differential leveling
 AI6140.and adjusted by the National Geodetic Survey in October 2000..
 AI6140
 AI6140.The geoid height was determined by GEOID03.
 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     -   153,320.      718,410.      MT  (+/- 180 meters Scaled)
 AI6140
 AI6140                          SUPERSEDED SURVEY CONTROL
 AI6140
 AI6140.No superseded survey control is available for this station.
 AI6140
 AI6140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP753031(NAD 83)
 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 = OCTOBER  7, 2006
 AI6141 ***********************************************************************
 AI6141  DESIGNATION -  2J71
 AI6141  PID         -  AI6141
 AI6141  STATE/COUNTY-  WI/DODGE
 AI6141  USGS QUAD   -  HUSTISFORD (1980)
 AI6141
 AI6141                         *CURRENT SURVEY CONTROL
 AI6141  ___________________________________________________________________
 AI6141* NAD 83(1986)-  43 22 12.     (N)    088 31 18.     (W)     SCALED    
 AI6141* NAVD 88     -       291.568  (meters)     956.59   (feet)  ADJUSTED  
 AI6141  ___________________________________________________________________
 AI6141  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 AI6141  DYNAMIC HT  -         291.501 (meters)     956.37  (feet)  COMP
 AI6141  MODELED GRAV-     980,380.1   (mgal)                       NAVD 88
 AI6141
 AI6141  VERT ORDER  -  SECOND    CLASS I
 AI6141
 AI6141.The horizontal coordinates were scaled from a topographic map and have
 AI6141.an estimated accuracy of +/- 6 seconds.
 AI6141
 AI6141.The orthometric height was determined by differential leveling
 AI6141.and adjusted by the National Geodetic Survey in October 2000..
 AI6141
 AI6141.The geoid height was determined by GEOID03.
 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     -   153,260.      719,810.      MT  (+/- 180 meters Scaled)
 AI6141
 AI6141                          SUPERSEDED SURVEY CONTROL
 AI6141
 AI6141.No superseded survey control is available for this station.
 AI6141
 AI6141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP767030(NAD 83)
 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 = OCTOBER  7, 2006
 AI6142 ***********************************************************************
 AI6142  DESIGNATION -  2J72
 AI6142  PID         -  AI6142
 AI6142  STATE/COUNTY-  WI/DODGE
 AI6142  USGS QUAD   -  HUSTISFORD (1980)
 AI6142
 AI6142                         *CURRENT SURVEY CONTROL
 AI6142  ___________________________________________________________________
 AI6142* NAD 83(1986)-  43 22 14.     (N)    088 30 27.     (W)     SCALED    
 AI6142* NAVD 88     -       318.744  (meters)    1045.75   (feet)  ADJUSTED  
 AI6142  ___________________________________________________________________
 AI6142  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 AI6142  DYNAMIC HT  -         318.671 (meters)    1045.51  (feet)  COMP
 AI6142  MODELED GRAV-     980,380.1   (mgal)                       NAVD 88
 AI6142
 AI6142  VERT ORDER  -  SECOND    CLASS I
 AI6142
 AI6142.The horizontal coordinates were scaled from a topographic map and have
 AI6142.an estimated accuracy of +/- 6 seconds.
 AI6142
 AI6142.The orthometric height was determined by differential leveling
 AI6142.and adjusted by the National Geodetic Survey in October 2000..
 AI6142
 AI6142.The geoid height was determined by GEOID03.
 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     -   153,340.      720,950.      MT  (+/- 180 meters Scaled)
 AI6142
 AI6142                          SUPERSEDED SURVEY CONTROL
 AI6142
 AI6142.No superseded survey control is available for this station.
 AI6142
 AI6142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP778030(NAD 83)
 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 = OCTOBER  7, 2006
 AI6143 ***********************************************************************
 AI6143  DESIGNATION -  2J73
 AI6143  PID         -  AI6143
 AI6143  STATE/COUNTY-  WI/DODGE
 AI6143  USGS QUAD   -  NENNO (1976)
 AI6143
 AI6143                         *CURRENT SURVEY CONTROL
 AI6143  ___________________________________________________________________
 AI6143* NAD 83(1986)-  43 22 41.     (N)    088 28 26.     (W)     SCALED    
 AI6143* NAVD 88     -       353.121  (meters)    1158.53   (feet)  ADJUSTED  
 AI6143  ___________________________________________________________________
 AI6143  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 AI6143  DYNAMIC HT  -         353.039 (meters)    1158.26  (feet)  COMP
 AI6143  MODELED GRAV-     980,377.7   (mgal)                       NAVD 88
 AI6143
 AI6143  VERT ORDER  -  SECOND    CLASS I
 AI6143
 AI6143.The horizontal coordinates were scaled from a topographic map and have
 AI6143.an estimated accuracy of +/- 6 seconds.
 AI6143
 AI6143.The orthometric height was determined by differential leveling
 AI6143.and adjusted by the National Geodetic Survey in October 2000..
 AI6143
 AI6143.The geoid height was determined by GEOID03.
 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     -   154,220.      723,660.      MT  (+/- 180 meters Scaled)
 AI6143
 AI6143                          SUPERSEDED SURVEY CONTROL
 AI6143
 AI6143.No superseded survey control is available for this station.
 AI6143
 AI6143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP806038(NAD 83)
 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 = OCTOBER  7, 2006
 AI6144 ***********************************************************************
 AI6144  DESIGNATION -  2J74
 AI6144  PID         -  AI6144
 AI6144  STATE/COUNTY-  WI/DODGE
 AI6144  USGS QUAD   -  HARTFORD WEST (1976)
 AI6144
 AI6144                         *CURRENT SURVEY CONTROL
 AI6144  ___________________________________________________________________
 AI6144* NAD 83(1986)-  43 22 06.     (N)    088 27 30.     (W)     SCALED    
 AI6144* NAVD 88     -       342.365  (meters)    1123.24   (feet)  ADJUSTED  
 AI6144  ___________________________________________________________________
 AI6144  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 AI6144  DYNAMIC HT  -         342.285 (meters)    1122.98  (feet)  COMP
 AI6144  MODELED GRAV-     980,376.4   (mgal)                       NAVD 88
 AI6144
 AI6144  VERT ORDER  -  SECOND    CLASS I
 AI6144
 AI6144.The horizontal coordinates were scaled from a topographic map and have
 AI6144.an estimated accuracy of +/- 6 seconds.
 AI6144
 AI6144.The orthometric height was determined by differential leveling
 AI6144.and adjusted by the National Geodetic Survey in October 2000..
 AI6144
 AI6144.The geoid height was determined by GEOID03.
 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     -   153,160.      724,940.      MT  (+/- 180 meters Scaled)
 AI6144
 AI6144                          SUPERSEDED SURVEY CONTROL
 AI6144
 AI6144.No superseded survey control is available for this station.
 AI6144
 AI6144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP818027(NAD 83)
 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 = OCTOBER  7, 2006
 AI6145 ***********************************************************************
 AI6145  DESIGNATION -  2J75
 AI6145  PID         -  AI6145
 AI6145  STATE/COUNTY-  WI/DODGE
 AI6145  USGS QUAD   -  HARTFORD WEST (1976)
 AI6145
 AI6145                         *CURRENT SURVEY CONTROL
 AI6145  ___________________________________________________________________
 AI6145* NAD 83(1986)-  43 21 29.     (N)    088 26 35.     (W)     SCALED    
 AI6145* NAVD 88     -       317.063  (meters)    1040.23   (feet)  ADJUSTED  
 AI6145  ___________________________________________________________________
 AI6145  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 AI6145  DYNAMIC HT  -         316.988 (meters)    1039.98  (feet)  COMP
 AI6145  MODELED GRAV-     980,374.4   (mgal)                       NAVD 88
 AI6145
 AI6145  VERT ORDER  -  SECOND    CLASS I
 AI6145
 AI6145.The horizontal coordinates were scaled from a topographic map and have
 AI6145.an estimated accuracy of +/- 6 seconds.
 AI6145
 AI6145.The orthometric height was determined by differential leveling
 AI6145.and adjusted by the National Geodetic Survey in October 2000..
 AI6145
 AI6145.The geoid height was determined by GEOID03.
 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     -   152,050.      726,200.      MT  (+/- 180 meters Scaled)
 AI6145
 AI6145                          SUPERSEDED SURVEY CONTROL
 AI6145
 AI6145.No superseded survey control is available for this station.
 AI6145
 AI6145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP830015(NAD 83)
 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 = OCTOBER  7, 2006
 AI6057 ***********************************************************************
 AI6057  DESIGNATION -  2J80
 AI6057  PID         -  AI6057
 AI6057  STATE/COUNTY-  WI/DODGE
 AI6057  USGS QUAD   -  HORICON (1980)
 AI6057
 AI6057                         *CURRENT SURVEY CONTROL
 AI6057  ___________________________________________________________________
 AI6057* NAD 83(1986)-  43 28 19.     (N)    088 40 53.     (W)     SCALED    
 AI6057* NAVD 88     -       271.113  (meters)     889.48   (feet)  ADJUSTED  
 AI6057  ___________________________________________________________________
 AI6057  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 AI6057  DYNAMIC HT  -         271.050 (meters)     889.27  (feet)  COMP
 AI6057  MODELED GRAV-     980,381.5   (mgal)                       NAVD 88
 AI6057
 AI6057  VERT ORDER  -  SECOND    CLASS I
 AI6057
 AI6057.The horizontal coordinates were scaled from a topographic map and have
 AI6057.an estimated accuracy of +/- 6 seconds.
 AI6057
 AI6057.The orthometric height was determined by differential leveling
 AI6057.and adjusted by the National Geodetic Survey in October 2000..
 AI6057
 AI6057.The geoid height was determined by GEOID03.
 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     -   164,360.      706,680.      MT  (+/- 180 meters Scaled)
 AI6057
 AI6057                          SUPERSEDED SURVEY CONTROL
 AI6057
 AI6057.No superseded survey control is available for this station.
 AI6057
 AI6057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP640145(NAD 83)
 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 = OCTOBER  7, 2006
 AI6013 ***********************************************************************
 AI6013  DESIGNATION -  2J81
 AI6013  PID         -  AI6013
 AI6013  STATE/COUNTY-  WI/DODGE
 AI6013  USGS QUAD   -  HORICON (1980)
 AI6013
 AI6013                         *CURRENT SURVEY CONTROL
 AI6013  ___________________________________________________________________
 AI6013* NAD 83(1986)-  43 27 42.     (N)    088 37 31.     (W)     SCALED    
 AI6013* NAVD 88     -       268.352  (meters)     880.42   (feet)  ADJUSTED  
 AI6013  ___________________________________________________________________
 AI6013  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 AI6013  DYNAMIC HT  -         268.293 (meters)     880.22  (feet)  COMP
 AI6013  MODELED GRAV-     980,390.7   (mgal)                       NAVD 88
 AI6013
 AI6013  VERT ORDER  -  SECOND    CLASS I
 AI6013
 AI6013.The horizontal coordinates were scaled from a topographic map and have
 AI6013.an estimated accuracy of +/- 6 seconds.
 AI6013
 AI6013.The orthometric height was determined by differential leveling
 AI6013.and adjusted by the National Geodetic Survey in October 2000..
 AI6013
 AI6013.The geoid height was determined by GEOID03.
 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     -   163,290.      711,240.      MT  (+/- 180 meters Scaled)
 AI6013
 AI6013                          SUPERSEDED SURVEY CONTROL
 AI6013
 AI6013.No superseded survey control is available for this station.
 AI6013
 AI6013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP685133(NAD 83)
 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 = OCTOBER  7, 2006
 AI6014 ***********************************************************************
 AI6014  DESIGNATION -  2J82
 AI6014  PID         -  AI6014
 AI6014  STATE/COUNTY-  WI/DODGE
 AI6014  USGS QUAD   -  MAYVILLE SOUTH (1980)
 AI6014
 AI6014                         *CURRENT SURVEY CONTROL
 AI6014  ___________________________________________________________________
 AI6014* NAD 83(1986)-  43 28 04.     (N)    088 36 30.     (W)     SCALED    
 AI6014* NAVD 88     -       263.947  (meters)     865.97   (feet)  ADJUSTED  
 AI6014  ___________________________________________________________________
 AI6014  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 AI6014  DYNAMIC HT  -         263.887 (meters)     865.77  (feet)  COMP
 AI6014  MODELED GRAV-     980,388.7   (mgal)                       NAVD 88
 AI6014
 AI6014  VERT ORDER  -  SECOND    CLASS I
 AI6014
 AI6014.The horizontal coordinates were scaled from a topographic map and have
 AI6014.an estimated accuracy of +/- 6 seconds.
 AI6014
 AI6014.The orthometric height was determined by differential leveling
 AI6014.and adjusted by the National Geodetic Survey in October 2000..
 AI6014
 AI6014.The geoid height was determined by GEOID03.
 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     -   164,000.      712,600.      MT  (+/- 180 meters Scaled)
 AI6014
 AI6014                          SUPERSEDED SURVEY CONTROL
 AI6014
 AI6014.No superseded survey control is available for this station.
 AI6014
 AI6014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP699140(NAD 83)
 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 - June 30, 2004
 AI6014
 AI6014  HISTORY     - Date     Condition        Report By
 AI6014  HISTORY     - 1999     MONUMENTED       WIDT
 AI6014  HISTORY     - 20030807 GOOD             USPSQD
 AI6014  HISTORY     - 20040630 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6015 ***********************************************************************
 AI6015  DESIGNATION -  2J83
 AI6015  PID         -  AI6015
 AI6015  STATE/COUNTY-  WI/DODGE
 AI6015  USGS QUAD   -  MAYVILLE SOUTH (1980)
 AI6015
 AI6015                         *CURRENT SURVEY CONTROL
 AI6015  ___________________________________________________________________
 AI6015* NAD 83(1986)-  43 28 26.     (N)    088 36 02.     (W)     SCALED    
 AI6015* NAVD 88     -       274.295  (meters)     899.92   (feet)  ADJUSTED  
 AI6015  ___________________________________________________________________
 AI6015  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 AI6015  DYNAMIC HT  -         274.233 (meters)     899.71  (feet)  COMP
 AI6015  MODELED GRAV-     980,388.3   (mgal)                       NAVD 88
 AI6015
 AI6015  VERT ORDER  -  SECOND    CLASS I
 AI6015
 AI6015.The horizontal coordinates were scaled from a topographic map and have
 AI6015.an estimated accuracy of +/- 6 seconds.
 AI6015
 AI6015.The orthometric height was determined by differential leveling
 AI6015.and adjusted by the National Geodetic Survey in October 2000..
 AI6015
 AI6015.The geoid height was determined by GEOID03.
 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     -   164,690.      713,220.      MT  (+/- 180 meters Scaled)
 AI6015
 AI6015                          SUPERSEDED SURVEY CONTROL
 AI6015
 AI6015.No superseded survey control is available for this station.
 AI6015
 AI6015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP705146(NAD 83)
 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 - June 08, 2004
 AI6015
 AI6015  HISTORY     - Date     Condition        Report By
 AI6015  HISTORY     - 1999     MONUMENTED       WIDT
 AI6015  HISTORY     - 20030807 GOOD             USPSQD
 AI6015  HISTORY     - 20040608 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6016 ***********************************************************************
 AI6016  DESIGNATION -  2J84
 AI6016  PID         -  AI6016
 AI6016  STATE/COUNTY-  WI/DODGE
 AI6016  USGS QUAD   -  MAYVILLE SOUTH (1980)
 AI6016
 AI6016                         *CURRENT SURVEY CONTROL
 AI6016  ___________________________________________________________________
 AI6016* NAD 83(1986)-  43 28 32.     (N)    088 35 41.     (W)     SCALED    
 AI6016* NAVD 88     -       288.620  (meters)     946.91   (feet)  ADJUSTED  
 AI6016  ___________________________________________________________________
 AI6016  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 AI6016  DYNAMIC HT  -         288.555 (meters)     946.70  (feet)  COMP
 AI6016  MODELED GRAV-     980,387.8   (mgal)                       NAVD 88
 AI6016
 AI6016  VERT ORDER  -  SECOND    CLASS I
 AI6016
 AI6016.The horizontal coordinates were scaled from a topographic map and have
 AI6016.an estimated accuracy of +/- 6 seconds.
 AI6016
 AI6016.The orthometric height was determined by differential leveling
 AI6016.and adjusted by the National Geodetic Survey in October 2000..
 AI6016
 AI6016.The geoid height was determined by GEOID03.
 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     -   164,880.      713,690.      MT  (+/- 180 meters Scaled)
 AI6016
 AI6016                          SUPERSEDED SURVEY CONTROL
 AI6016
 AI6016.No superseded survey control is available for this station.
 AI6016
 AI6016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP710148(NAD 83)
 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 - June 08, 2004
 AI6016
 AI6016  HISTORY     - Date     Condition        Report By
 AI6016  HISTORY     - 1999     MONUMENTED       WIDT
 AI6016  HISTORY     - 20030807 GOOD             USPSQD
 AI6016  HISTORY     - 20040608 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6017 ***********************************************************************
 AI6017  DESIGNATION -  2J85
 AI6017  PID         -  AI6017
 AI6017  STATE/COUNTY-  WI/DODGE
 AI6017  USGS QUAD   -  MAYVILLE SOUTH (1980)
 AI6017
 AI6017                         *CURRENT SURVEY CONTROL
 AI6017  ___________________________________________________________________
 AI6017* NAD 83(1986)-  43 29 39.     (N)    088 33 46.     (W)     SCALED    
 AI6017* NAVD 88     -       294.468  (meters)     966.10   (feet)  ADJUSTED  
 AI6017  ___________________________________________________________________
 AI6017  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 AI6017  DYNAMIC HT  -         294.402 (meters)     965.88  (feet)  COMP
 AI6017  MODELED GRAV-     980,386.0   (mgal)                       NAVD 88
 AI6017
 AI6017  VERT ORDER  -  SECOND    CLASS I
 AI6017
 AI6017.The horizontal coordinates were scaled from a topographic map and have
 AI6017.an estimated accuracy of +/- 6 seconds.
 AI6017
 AI6017.The orthometric height was determined by differential leveling
 AI6017.and adjusted by the National Geodetic Survey in October 2000..
 AI6017
 AI6017.The geoid height was determined by GEOID03.
 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     -   166,990.      716,240.      MT  (+/- 180 meters Scaled)
 AI6017
 AI6017                          SUPERSEDED SURVEY CONTROL
 AI6017
 AI6017.No superseded survey control is available for this station.
 AI6017
 AI6017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP736168(NAD 83)
 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 - June 30, 2004
 AI6017
 AI6017  HISTORY     - Date     Condition        Report By
 AI6017  HISTORY     - 1999     MONUMENTED       WIDT
 AI6017  HISTORY     - 20030807 GOOD             USPSQD
 AI6017  HISTORY     - 20040630 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6011 ***********************************************************************
 AI6011  DESIGNATION -  2J86
 AI6011  PID         -  AI6011
 AI6011  STATE/COUNTY-  WI/DODGE
 AI6011  USGS QUAD   -  MAYVILLE SOUTH (1980)
 AI6011
 AI6011                         *CURRENT SURVEY CONTROL
 AI6011  ___________________________________________________________________
 AI6011* NAD 83(1986)-  43 29 31.     (N)    088 32 59.     (W)     SCALED    
 AI6011* NAVD 88     -       283.691  (meters)     930.74   (feet)  ADJUSTED  
 AI6011  ___________________________________________________________________
 AI6011  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 AI6011  DYNAMIC HT  -         283.627 (meters)     930.53  (feet)  COMP
 AI6011  MODELED GRAV-     980,385.8   (mgal)                       NAVD 88
 AI6011
 AI6011  VERT ORDER  -  SECOND    CLASS I
 AI6011
 AI6011.The horizontal coordinates were scaled from a topographic map and have
 AI6011.an estimated accuracy of +/- 6 seconds.
 AI6011
 AI6011.The orthometric height was determined by differential leveling
 AI6011.and adjusted by the National Geodetic Survey in October 2000..
 AI6011
 AI6011.The geoid height was determined by GEOID03.
 AI6011
 AI6011.The dynamic height is computed by dividing the NAVD 88
 AI6011.geopotential number by the normal gravity value computed on the
 AI6011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6011.degrees latitude (g = 980.6199 gals.).
 AI6011
 AI6011.The modeled gravity was interpolated from observed gravity values.
 AI6011
 AI6011;                    North         East    Units  Estimated Accuracy
 AI6011;SPC WI S     -   166,760.      717,300.      MT  (+/- 180 meters Scaled)
 AI6011
 AI6011                          SUPERSEDED SURVEY CONTROL
 AI6011
 AI6011.No superseded survey control is available for this station.
 AI6011
 AI6011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP746166(NAD 83)
 AI6011_MARKER: DD = SURVEY DISK
 AI6011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6011_STAMPING: 2J86 1999
 AI6011_MARK LOGO: WIDT  
 AI6011_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6011+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2004
 AI6011
 AI6011  HISTORY     - Date     Condition        Report By
 AI6011  HISTORY     - 1999     MONUMENTED       WIDT
 AI6011  HISTORY     - 20030807 GOOD             USPSQD
 AI6011  HISTORY     - 20040630 GOOD             WIDT
 AI6011
 AI6011                          STATION DESCRIPTION
 AI6011
 AI6011'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6011'THE STATION IS LOCATED ABOUT 24.1 KM (14.95 MI) EAST-NORTHEAST OF
 AI6011'BEAVER DAM IN MAYVILLE.  OWNERSHIP--CITY OF MAYVILLE.  TO REACH THE
 AI6011'STATION FROM THE JUNCTION OF STATE HIGHWAY 28 WITH STATE HIGHWAY 67 AT
 AI6011'THE INTERSECTION OF HORICON STREET AND MAIN STREET IN THE CITY OF
 AI6011'MAYVILLE, GO WEST ON HORICON STREET FOR 0.48 KM (0.30 MI) TO OAK
 AI6011'STREET ON THE LEFT, TURN LEFT AND GO SOUTH ON OAK STREET FOR 0.16 KM
 AI6011'(0.10 MI) TO BRICKYARD LANE ON THE LEFT AND THE PARKING LOT FOR
 AI6011'PARKVIEW PRIMARY LEARNING CENTER AHEAD, CONTINUE SOUTH ON THE LEARNING
 AI6011'CENTER PARKING LOT FOR 0.08 KM (0.05 MI) TO THE STATION ON THE LEFT.
 AI6011'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 AI6011'GEODETIC SURVEY CONTROL STATION DISK STAMPED --2J86 1999-- SET IN THE
 AI6011'TOP OF A 41-CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND
 AI6011'AND ABOUT LEVEL WITH THE PARKING LOT PAVEMENT. THE STATION IS 2.9 M
 AI6011'(9.5 FT) EAST OF THE EAST EDGE OF PARKING LOT PAVEMENT, 44.0 M (144.4
 AI6011'FT) SOUTH OF THE CENTERLINE OF BRICKYARD LANE, 31.0 M (101.7 FT)
 AI6011'NORTH-NORTHEAST OF THE NORTH MOST WOOD POST FOR WOODEN --MAY PARK
 AI6011'MAYVILLE PARKS AND RECREATION DEPT.-- SIGN, 28.3 M (92.8 FT) SOUTHEAST
 AI6011'OF THE SOUTHEAST MASONRY CORNER OF THE PARKVIEW PRIMARY LEARNING
 AI6011'CENTER, AND 17.7 M (58.1 FT) NORTH-NORTHEAST OF THE SOUTH MOST WOOD
 AI6011'POST FOR A GAURD RAIL PLACED PARALLEL WITH THE PARKING LOT.
 AI6011'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING TO 15
 AI6011'DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE NORTHEAST OF THE STATION
 AI6011'EXTENDING TO 15 DEGREES ABOVE THE HORIZON, A TREE SOUTHEAST OF THE
 AI6011'STATION EXTENDING TO 15 DEGREES ABOVE THE HORIZON, AND THREE TREES IN
 AI6011'THE SOUTHWEST QUADRANT EXTENDING 15-20 DEGREES ABOVE THE HORIZON.
 AI6011
 AI6011                          STATION RECOVERY (2003)
 AI6011
 AI6011'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6011'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 8 FEET EAST OF A
 AI6011'METAL GUARD RAIL.
 AI6011
 AI6011                          STATION RECOVERY (2004)
 AI6011
 AI6011'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6011'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9589 ***********************************************************************
 DF9589  DESIGNATION -  2K01
 DF9589  PID         -  DF9589
 DF9589  STATE/COUNTY-  WI/WAUKESHA
 DF9589  USGS QUAD   -  OCONOMOWOC EAST (1976)
 DF9589
 DF9589                         *CURRENT SURVEY CONTROL
 DF9589  ___________________________________________________________________
 DF9589* NAD 83(1986)-  43 01 26.     (N)    088 28 17.     (W)     SCALED    
 DF9589* NAVD 88     -       263.112  (meters)     863.23   (feet)  ADJUSTED  
 DF9589  ___________________________________________________________________
 DF9589  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 DF9589  DYNAMIC HT  -         263.043 (meters)     863.00  (feet)  COMP
 DF9589  MODELED GRAV-     980,350.8   (mgal)                       NAVD 88
 DF9589
 DF9589  VERT ORDER  -  SECOND    CLASS I
 DF9589
 DF9589.The horizontal coordinates were scaled from a topographic map and have
 DF9589.an estimated accuracy of +/- 6 seconds.
 DF9589
 DF9589.The orthometric height was determined by differential leveling
 DF9589.and adjusted by the National Geodetic Survey in February 2004..
 DF9589
 DF9589.The geoid height was determined by GEOID03.
 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     -   114,890.      724,580.      MT  (+/- 180 meters Scaled)
 DF9589
 DF9589                          SUPERSEDED SURVEY CONTROL
 DF9589
 DF9589.No superseded survey control is available for this station.
 DF9589
 DF9589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN801645(NAD 83)
 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 - November 13, 2004
 DF9589
 DF9589  HISTORY     - Date     Condition        Report By
 DF9589  HISTORY     - 2001     MONUMENTED       WIDT
 DF9589  HISTORY     - 20041113 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9588 ***********************************************************************
 DF9588  DESIGNATION -  2K02
 DF9588  PID         -  DF9588
 DF9588  STATE/COUNTY-  WI/WAUKESHA
 DF9588  USGS QUAD   -  OCONOMOWOC EAST (1976)
 DF9588
 DF9588                         *CURRENT SURVEY CONTROL
 DF9588  ___________________________________________________________________
 DF9588* NAD 83(1986)-  43 01 17.     (N)    088 26 48.     (W)     SCALED    
 DF9588* NAVD 88     -       274.246  (meters)     899.76   (feet)  ADJUSTED  
 DF9588  ___________________________________________________________________
 DF9588  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 DF9588  DYNAMIC HT  -         274.173 (meters)     899.52  (feet)  COMP
 DF9588  MODELED GRAV-     980,349.4   (mgal)                       NAVD 88
 DF9588
 DF9588  VERT ORDER  -  SECOND    CLASS I
 DF9588
 DF9588.The horizontal coordinates were scaled from a topographic map and have
 DF9588.an estimated accuracy of +/- 6 seconds.
 DF9588
 DF9588.The orthometric height was determined by differential leveling
 DF9588.and adjusted by the National Geodetic Survey in February 2004..
 DF9588
 DF9588.The geoid height was determined by GEOID03.
 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     -   114,650.      726,600.      MT  (+/- 180 meters Scaled)
 DF9588
 DF9588                          SUPERSEDED SURVEY CONTROL
 DF9588
 DF9588.No superseded survey control is available for this station.
 DF9588
 DF9588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN821642(NAD 83)
 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 - November 13, 2004
 DF9588
 DF9588  HISTORY     - Date     Condition        Report By
 DF9588  HISTORY     - 2001     MONUMENTED       WIDT
 DF9588  HISTORY     - 20041113 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9587 ***********************************************************************
 DF9587  DESIGNATION -  2K03
 DF9587  PID         -  DF9587
 DF9587  STATE/COUNTY-  WI/WAUKESHA
 DF9587  USGS QUAD   -  OCONOMOWOC EAST (1976)
 DF9587
 DF9587                         *CURRENT SURVEY CONTROL
 DF9587  ___________________________________________________________________
 DF9587* NAD 83(1986)-  43 01 05.     (N)    088 25 26.     (W)     SCALED    
 DF9587* NAVD 88     -       284.416  (meters)     933.12   (feet)  ADJUSTED  
 DF9587  ___________________________________________________________________
 DF9587  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 DF9587  DYNAMIC HT  -         284.341 (meters)     932.88  (feet)  COMP
 DF9587  MODELED GRAV-     980,347.6   (mgal)                       NAVD 88
 DF9587
 DF9587  VERT ORDER  -  SECOND    CLASS I
 DF9587
 DF9587.The horizontal coordinates were scaled from a topographic map and have
 DF9587.an estimated accuracy of +/- 6 seconds.
 DF9587
 DF9587.The orthometric height was determined by differential leveling
 DF9587.and adjusted by the National Geodetic Survey in February 2004..
 DF9587
 DF9587.The geoid height was determined by GEOID03.
 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     -   114,310.      728,470.      MT  (+/- 180 meters Scaled)
 DF9587
 DF9587                          SUPERSEDED SURVEY CONTROL
 DF9587
 DF9587.No superseded survey control is available for this station.
 DF9587
 DF9587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN839638(NAD 83)
 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 - November 13, 2004
 DF9587
 DF9587  HISTORY     - Date     Condition        Report By
 DF9587  HISTORY     - 2001     MONUMENTED       WIDT
 DF9587  HISTORY     - 20041113 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9586 ***********************************************************************
 DF9586  DESIGNATION -  2K04
 DF9586  PID         -  DF9586
 DF9586  STATE/COUNTY-  WI/WAUKESHA
 DF9586  USGS QUAD   -  OCONOMOWOC EAST (1976)
 DF9586
 DF9586                         *CURRENT SURVEY CONTROL
 DF9586  ___________________________________________________________________
 DF9586* NAD 83(1986)-  43 00 54.     (N)    088 24 16.     (W)     SCALED    
 DF9586* NAVD 88     -       286.580  (meters)     940.22   (feet)  ADJUSTED  
 DF9586  ___________________________________________________________________
 DF9586  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 DF9586  DYNAMIC HT  -         286.503 (meters)     939.97  (feet)  COMP
 DF9586  MODELED GRAV-     980,346.0   (mgal)                       NAVD 88
 DF9586
 DF9586  VERT ORDER  -  SECOND    CLASS I
 DF9586
 DF9586.The horizontal coordinates were scaled from a topographic map and have
 DF9586.an estimated accuracy of +/- 6 seconds.
 DF9586
 DF9586.The orthometric height was determined by differential leveling
 DF9586.and adjusted by the National Geodetic Survey in February 2004..
 DF9586
 DF9586.The geoid height was determined by GEOID03.
 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     -   114,000.      730,060.      MT  (+/- 180 meters Scaled)
 DF9586
 DF9586                          SUPERSEDED SURVEY CONTROL
 DF9586
 DF9586.No superseded survey control is available for this station.
 DF9586
 DF9586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN855634(NAD 83)
 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 - November 13, 2004
 DF9586
 DF9586  HISTORY     - Date     Condition        Report By
 DF9586  HISTORY     - 2001     MONUMENTED       WIDT
 DF9586  HISTORY     - 20041113 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9585 ***********************************************************************
 DF9585  DESIGNATION -  2K05
 DF9585  PID         -  DF9585
 DF9585  STATE/COUNTY-  WI/WAUKESHA
 DF9585  USGS QUAD   -  OCONOMOWOC EAST (1976)
 DF9585
 DF9585                         *CURRENT SURVEY CONTROL
 DF9585  ___________________________________________________________________
 DF9585* NAD 83(1986)-  43 00 47.     (N)    088 22 48.     (W)     SCALED    
 DF9585* NAVD 88     -       302.570  (meters)     992.68   (feet)  ADJUSTED  
 DF9585  ___________________________________________________________________
 DF9585  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 DF9585  DYNAMIC HT  -         302.489 (meters)     992.42  (feet)  COMP
 DF9585  MODELED GRAV-     980,344.4   (mgal)                       NAVD 88
 DF9585
 DF9585  VERT ORDER  -  SECOND    CLASS I
 DF9585
 DF9585.The horizontal coordinates were scaled from a topographic map and have
 DF9585.an estimated accuracy of +/- 6 seconds.
 DF9585
 DF9585.The orthometric height was determined by differential leveling
 DF9585.and adjusted by the National Geodetic Survey in February 2004..
 DF9585
 DF9585.The geoid height was determined by GEOID03.
 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     -   113,820.      732,050.      MT  (+/- 180 meters Scaled)
 DF9585
 DF9585                          SUPERSEDED SURVEY CONTROL
 DF9585
 DF9585.No superseded survey control is available for this station.
 DF9585
 DF9585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN875631(NAD 83)
 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 - November 13, 2004
 DF9585
 DF9585  HISTORY     - Date     Condition        Report By
 DF9585  HISTORY     - 2001     MONUMENTED       WIDT
 DF9585  HISTORY     - 20041113 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9583 ***********************************************************************
 DF9583  DESIGNATION -  2K06
 DF9583  PID         -  DF9583
 DF9583  STATE/COUNTY-  WI/WAUKESHA
 DF9583  USGS QUAD   -  HARTLAND (1994)
 DF9583
 DF9583                         *CURRENT SURVEY CONTROL
 DF9583  ___________________________________________________________________
 DF9583* NAD 83(1986)-  43 01 12.     (N)    088 19 49.     (W)     SCALED    
 DF9583* NAVD 88     -       311.833  (meters)    1023.07   (feet)  ADJUSTED  
 DF9583  ___________________________________________________________________
 DF9583  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 DF9583  DYNAMIC HT  -         311.749 (meters)    1022.80  (feet)  COMP
 DF9583  MODELED GRAV-     980,342.8   (mgal)                       NAVD 88
 DF9583
 DF9583  VERT ORDER  -  SECOND    CLASS I
 DF9583
 DF9583.The horizontal coordinates were scaled from a topographic map and have
 DF9583.an estimated accuracy of +/- 6 seconds.
 DF9583
 DF9583.The orthometric height was determined by differential leveling
 DF9583.and adjusted by the National Geodetic Survey in February 2004..
 DF9583
 DF9583.The geoid height was determined by GEOID03.
 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     -   114,680.      736,090.      MT  (+/- 180 meters Scaled)
 DF9583
 DF9583                          SUPERSEDED SURVEY CONTROL
 DF9583
 DF9583.No superseded survey control is available for this station.
 DF9583
 DF9583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN916638(NAD 83)
 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 - November 13, 2004
 DF9583
 DF9583  HISTORY     - Date     Condition        Report By
 DF9583  HISTORY     - 2001     MONUMENTED       WIDT
 DF9583  HISTORY     - 20041113 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9582 ***********************************************************************
 DF9582  DESIGNATION -  2K07
 DF9582  PID         -  DF9582
 DF9582  STATE/COUNTY-  WI/WAUKESHA
 DF9582  USGS QUAD   -  HARTLAND (1994)
 DF9582
 DF9582                         *CURRENT SURVEY CONTROL
 DF9582  ___________________________________________________________________
 DF9582* NAD 83(1986)-  43 01 15.     (N)    088 18 14.     (W)     SCALED    
 DF9582* NAVD 88     -       303.662  (meters)     996.26   (feet)  ADJUSTED  
 DF9582  ___________________________________________________________________
 DF9582  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 DF9582  DYNAMIC HT  -         303.580 (meters)     996.00  (feet)  COMP
 DF9582  MODELED GRAV-     980,341.8   (mgal)                       NAVD 88
 DF9582
 DF9582  VERT ORDER  -  SECOND    CLASS I
 DF9582
 DF9582.The horizontal coordinates were scaled from a topographic map and have
 DF9582.an estimated accuracy of +/- 6 seconds.
 DF9582
 DF9582.The orthometric height was determined by differential leveling
 DF9582.and adjusted by the National Geodetic Survey in February 2004..
 DF9582
 DF9582.The geoid height was determined by GEOID03.
 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     -   114,810.      738,240.      MT  (+/- 180 meters Scaled)
 DF9582
 DF9582                          SUPERSEDED SURVEY CONTROL
 DF9582
 DF9582.No superseded survey control is available for this station.
 DF9582
 DF9582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN937639(NAD 83)
 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 - 2001
 DF9582
 DF9582  HISTORY     - Date     Condition        Report By
 DF9582  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9581 ***********************************************************************
 DF9581  DESIGNATION -  2K08
 DF9581  PID         -  DF9581
 DF9581  STATE/COUNTY-  WI/WAUKESHA
 DF9581  USGS QUAD   -  HARTLAND (1994)
 DF9581
 DF9581                         *CURRENT SURVEY CONTROL
 DF9581  ___________________________________________________________________
 DF9581* NAD 83(1986)-  43 01 14.     (N)    088 16 46.     (W)     SCALED    
 DF9581* NAVD 88     -       273.932  (meters)     898.73   (feet)  ADJUSTED  
 DF9581  ___________________________________________________________________
 DF9581  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 DF9581  DYNAMIC HT  -         273.858 (meters)     898.48  (feet)  COMP
 DF9581  MODELED GRAV-     980,340.9   (mgal)                       NAVD 88
 DF9581
 DF9581  VERT ORDER  -  SECOND    CLASS I
 DF9581
 DF9581.The horizontal coordinates were scaled from a topographic map and have
 DF9581.an estimated accuracy of +/- 6 seconds.
 DF9581
 DF9581.The orthometric height was determined by differential leveling
 DF9581.and adjusted by the National Geodetic Survey in February 2004..
 DF9581
 DF9581.The geoid height was determined by GEOID03.
 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     -   114,820.      740,230.      MT  (+/- 180 meters Scaled)
 DF9581
 DF9581                          SUPERSEDED SURVEY CONTROL
 DF9581
 DF9581.No superseded survey control is available for this station.
 DF9581
 DF9581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN957638(NAD 83)
 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 - 2001
 DF9581
 DF9581  HISTORY     - Date     Condition        Report By
 DF9581  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7496 ***********************************************************************
 DE7496  DESIGNATION -  2K09
 DE7496  PID         -  DE7496
 DE7496  STATE/COUNTY-  WI/OZAUKEE
 DE7496  USGS QUAD   -  THIENSVILLE (1976)
 DE7496
 DE7496                         *CURRENT SURVEY CONTROL
 DE7496  ___________________________________________________________________
 DE7496* NAD 83(1997)-  43 13 17.80574(N)    087 56 40.79824(W)     ADJUSTED  
 DE7496* NAVD 88     -       213.281  (meters)     699.74   (feet)  ADJUSTED  
 DE7496  ___________________________________________________________________
 DE7496  X           -     166,959.179 (meters)                     COMP
 DE7496  Y           -  -4,652,262.592 (meters)                     COMP
 DE7496  Z           -   4,345,597.200 (meters)                     COMP
 DE7496  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 DE7496  ELLIP HEIGHT-         178.15  (meters)          (06/11/03) GPS OBS
 DE7496  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 DE7496  DYNAMIC HT  -         213.229 (meters)     699.57  (feet)  COMP
 DE7496  MODELED GRAV-     980,371.3   (mgal)                       NAVD 88
 DE7496
 DE7496  HORZ ORDER  -  FIRST
 DE7496  VERT ORDER  -  SECOND    CLASS I
 DE7496  ELLP ORDER  -  THIRD     CLASS I
 DE7496
 DE7496.The horizontal coordinates were established by GPS observations
 DE7496.and adjusted by the National Geodetic Survey in June 2003..
 DE7496
 DE7496.The orthometric height was determined by differential leveling
 DE7496.and adjusted by the National Geodetic Survey in May 2003..
 DE7496
 DE7496.Photographs are available for this station.
 DE7496
 DE7496.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7496
 DE7496.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7496
 DE7496.The ellipsoidal height was determined by GPS observations
 DE7496.and is referenced to NAD 83.
 DE7496
 DE7496.The geoid height was determined by GEOID03.
 DE7496
 DE7496.The dynamic height is computed by dividing the NAVD 88
 DE7496.geopotential number by the normal gravity value computed on the
 DE7496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7496.degrees latitude (g = 980.6199 gals.).
 DE7496
 DE7496.The modeled gravity was interpolated from observed gravity values.
 DE7496
 DE7496;                    North         East     Units Scale Factor Converg.
 DE7496;SPC WI S     -   137,766.988   766,962.981   MT  0.99993744   +1 24 44.0
 DE7496;SPC WI S     -   451,990.53  2,516,277.71   sFT  0.99993744   +1 24 44.0
 DE7496;UTM  16      - 4,785,858.139   423,278.897   MT  0.99967241   -0 38 49.1
 DE7496
 DE7496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7496!SPC WI S     -   0.99997206  x   0.99993744  =   0.99990951
 DE7496!UTM  16      -   0.99997206  x   0.99967241  =   0.99964448
 DE7496
 DE7496                          SUPERSEDED SURVEY CONTROL
 DE7496
 DE7496  NAVD 88 (06/11/03)  213.28   (m)          699.7    (f) LEVELING    3  
 DE7496
 DE7496.Superseded values are not recommended for survey control.
 DE7496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7496.See file dsdata.txt to determine how the superseded data were derived.
 DE7496
 DE7496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2327985858(NAD 83)
 DE7496_MARKER: DD = SURVEY DISK
 DE7496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7496_STAMPING: 2K09 2001
 DE7496_MARK LOGO: WIDT  
 DE7496_PROJECTION: FLUSH
 DE7496_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7496+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2003
 DE7496
 DE7496  HISTORY     - Date     Condition        Report By
 DE7496  HISTORY     - 20001011 MONUMENTED       WIDT
 DE7496  HISTORY     - 2002     GOOD             WIDT
 DE7496  HISTORY     - 20031109 GOOD             USPSQD
 DE7496
 DE7496                          STATION DESCRIPTION
 DE7496
 DE7496'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7496'THE STATION IS LOCATED IN THE CITY OF MEQUON.  OWNERSHIP--WISCONSIN
 DE7496'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 DE7496'OF STATE HIGHWAY 167 WITH STATE HIGHWAY 181 ABOUT 3 KM WEST OF THE
 DE7496'CITY OF MEQUON, GO EAST ON STATE HIGHWAY 167 FOR 4.0 KM TO RIVERLAND
 DE7496'ROAD ON THE LEFT, CONTINUE EAST ON STATE HIGHWAY 167 FOR 0.7 KM TO
 DE7496'THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DE7496'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DE7496'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DE7496'AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 8.4 M
 DE7496'NORTH OF THE EASTBOUND LANES OF STATE HIGHWAY 167, 7.4 M SOUTH OF THE
 DE7496'CENTERLINE OF THE WESTBOUND LANES OF STATE HIGHWAY 167, 45.9 M WEST
 DE7496'OF A METAL POST FOR A --PEDESTRIAN CROSSING-- SIGN, 19.7 M
 DE7496'NORTH-NORTHWEST OF POWER POLE --83-04839 50-4--, AND 10.7 M EAST OF A
 DE7496'WOOD POST FOR A --DIVIDED HIGHWAY-- SIGN.  ---NOTE---THIS STATION HAS
 DE7496'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DE7496'HORIZON.
 DE7496
 DE7496                          STATION RECOVERY (2002)
 DE7496
 DE7496'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (DJH)
 DE7496'RECOVERED AS DESCRIBED.
 DE7496' 
 DE7496'
 DE7496
 DE7496                          STATION RECOVERY (2003)
 DE7496
 DE7496'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7496'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 170 FEET WEST
 DE7496'OF THE CENTERLINE OF RANGE LINE ROAD IN THE MEDIAN STRIP EAST OF THE
 DE7496'FIRST CROSSOVER WEST OF RANGE LINE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9580 ***********************************************************************
 DF9580  DESIGNATION -  2K10
 DF9580  PID         -  DF9580
 DF9580  STATE/COUNTY-  WI/WAUKESHA
 DF9580  USGS QUAD   -  HARTLAND (1994)
 DF9580
 DF9580                         *CURRENT SURVEY CONTROL
 DF9580  ___________________________________________________________________
 DF9580* NAD 83(1986)-  43 01 19.     (N)    088 15 37.     (W)     SCALED    
 DF9580* NAVD 88     -       273.856  (meters)     898.48   (feet)  ADJUSTED  
 DF9580  ___________________________________________________________________
 DF9580  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 DF9580  DYNAMIC HT  -         273.781 (meters)     898.23  (feet)  COMP
 DF9580  MODELED GRAV-     980,340.4   (mgal)                       NAVD 88
 DF9580
 DF9580  VERT ORDER  -  SECOND    CLASS I
 DF9580
 DF9580.The horizontal coordinates were scaled from a topographic map and have
 DF9580.an estimated accuracy of +/- 6 seconds.
 DF9580
 DF9580.The orthometric height was determined by differential leveling
 DF9580.and adjusted by the National Geodetic Survey in February 2004..
 DF9580
 DF9580.The geoid height was determined by GEOID03.
 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     -   115,010.      741,790.      MT  (+/- 180 meters Scaled)
 DF9580
 DF9580                          SUPERSEDED SURVEY CONTROL
 DF9580
 DF9580.No superseded survey control is available for this station.
 DF9580
 DF9580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN973640(NAD 83)
 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 SUITABLE FOR
 DF9580+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9580
 DF9580  HISTORY     - Date     Condition        Report By
 DF9580  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9884 ***********************************************************************
 DF9884  DESIGNATION -  2K11
 DF9884  PID         -  DF9884
 DF9884  STATE/COUNTY-  WI/WAUKESHA
 DF9884  USGS QUAD   -  WAUKESHA (1994)
 DF9884
 DF9884                         *CURRENT SURVEY CONTROL
 DF9884  ___________________________________________________________________
 DF9884* NAD 83(1986)-  43 01 21.     (N)    088 13 14.     (W)     SCALED    
 DF9884* NAVD 88     -       249.611  (meters)     818.93   (feet)  ADJUSTED  
 DF9884  ___________________________________________________________________
 DF9884  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 DF9884  DYNAMIC HT  -         249.542 (meters)     818.71  (feet)  COMP
 DF9884  MODELED GRAV-     980,339.5   (mgal)                       NAVD 88
 DF9884
 DF9884  VERT ORDER  -  SECOND    CLASS I
 DF9884
 DF9884.The horizontal coordinates were scaled from a topographic map and have
 DF9884.an estimated accuracy of +/- 6 seconds.
 DF9884
 DF9884.The orthometric height was determined by differential leveling
 DF9884.and adjusted by the National Geodetic Survey in February 2004..
 DF9884
 DF9884.The geoid height was determined by GEOID03.
 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     -   115,140.      745,030.      MT  (+/- 180 meters Scaled)
 DF9884
 DF9884                          SUPERSEDED SURVEY CONTROL
 DF9884
 DF9884.No superseded survey control is available for this station.
 DF9884
 DF9884_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN005640(NAD 83)
 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 SUITABLE FOR
 DF9884+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9884
 DF9884  HISTORY     - Date     Condition        Report By
 DF9884  HISTORY     - 2001     MONUMENTED       WIDT
 DF9884  HISTORY     - 20060821 GOOD             USPSQD
 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 US POWER SQUADRON 2006 (RCD)
 DF9884'THE MARK IS NO LONGER EAST OF HWY. 164, SO THE WORDING ABOUT IT BEING
 DF9884'.2 KM EAST OF HWY 164 SHOULD BE REMOVED.  (HWY 164 IS NOW MUCH FURTHER
 DF9884'EAST IN WAUKESHA).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9883 ***********************************************************************
 DF9883  DESIGNATION -  2K12
 DF9883  PID         -  DF9883
 DF9883  STATE/COUNTY-  WI/WAUKESHA
 DF9883  USGS QUAD   -  WAUKESHA (1994)
 DF9883
 DF9883                         *CURRENT SURVEY CONTROL
 DF9883  ___________________________________________________________________
 DF9883* NAD 83(1986)-  43 01 37.     (N)    088 11 30.     (W)     SCALED    
 DF9883* NAVD 88     -       280.674  (meters)     920.84   (feet)  ADJUSTED  
 DF9883  ___________________________________________________________________
 DF9883  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 DF9883  DYNAMIC HT  -         280.597 (meters)     920.59  (feet)  COMP
 DF9883  MODELED GRAV-     980,340.0   (mgal)                       NAVD 88
 DF9883
 DF9883  VERT ORDER  -  SECOND    CLASS I
 DF9883
 DF9883.The horizontal coordinates were scaled from a topographic map and have
 DF9883.an estimated accuracy of +/- 6 seconds.
 DF9883
 DF9883.The orthometric height was determined by differential leveling
 DF9883.and adjusted by the National Geodetic Survey in February 2004..
 DF9883
 DF9883.The geoid height was determined by GEOID03.
 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     -   115,680.      747,370.      MT  (+/- 180 meters Scaled)
 DF9883
 DF9883                          SUPERSEDED SURVEY CONTROL
 DF9883
 DF9883.No superseded survey control is available for this station.
 DF9883
 DF9883_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN029644(NAD 83)
 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     - 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 US POWER SQUADRON 2006 (RCD)
 DF9883'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9882 ***********************************************************************
 DF9882  DESIGNATION -  2K13
 DF9882  PID         -  DF9882
 DF9882  STATE/COUNTY-  WI/WAUKESHA
 DF9882  USGS QUAD   -  WAUKESHA (1994)
 DF9882
 DF9882                         *CURRENT SURVEY CONTROL
 DF9882  ___________________________________________________________________
 DF9882* NAD 83(1986)-  43 02 02.     (N)    088 10 22.     (W)     SCALED    
 DF9882* NAVD 88     -       280.008  (meters)     918.66   (feet)  ADJUSTED  
 DF9882  ___________________________________________________________________
 DF9882  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 DF9882  DYNAMIC HT  -         279.932 (meters)     918.41  (feet)  COMP
 DF9882  MODELED GRAV-     980,341.5   (mgal)                       NAVD 88
 DF9882
 DF9882  VERT ORDER  -  SECOND    CLASS I
 DF9882
 DF9882.The horizontal coordinates were scaled from a topographic map and have
 DF9882.an estimated accuracy of +/- 6 seconds.
 DF9882
 DF9882.The orthometric height was determined by differential leveling
 DF9882.and adjusted by the National Geodetic Survey in February 2004..
 DF9882
 DF9882.The geoid height was determined by GEOID03.
 DF9882
 DF9882.The dynamic height is computed by dividing the NAVD 88
 DF9882.geopotential number by the normal gravity value computed on the
 DF9882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9882.degrees latitude (g = 980.6199 gals.).
 DF9882
 DF9882.The modeled gravity was interpolated from observed gravity values.
 DF9882
 DF9882;                    North         East    Units  Estimated Accuracy
 DF9882;SPC WI S     -   116,490.      748,890.      MT  (+/- 180 meters Scaled)
 DF9882
 DF9882                          SUPERSEDED SURVEY CONTROL
 DF9882
 DF9882.No superseded survey control is available for this station.
 DF9882
 DF9882_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN044652(NAD 83)
 DF9882_MARKER: DD = SURVEY DISK
 DF9882_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF9882_SP_SET: PARAPET WALL
 DF9882_STAMPING: 2K13 2002
 DF9882_MARK LOGO: WIDT  
 DF9882_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF9882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9882_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9882+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9882
 DF9882  HISTORY     - Date     Condition        Report By
 DF9882  HISTORY     - 2001     MONUMENTED       WIDT
 DF9882  HISTORY     - 20060821 GOOD             USPSQD
 DF9882
 DF9882                          STATION DESCRIPTION
 DF9882
 DF9882'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9882'THE STATION IS LOCATED IN WAUKESHA.  OWNERSHIP--WISCONSIN DEPARTMENT
 DF9882'OF TRANSPORTATION.  THE STATION IS LOCATED ON TOP OF THE SOUTHWEST
 DF9882'CORNER OF THE NORTHWEST PARAPET WALL OF THE US HIGHWAY 18 (BLUEMOUND
 DF9882'ROAD) BRIDGE --B-67-45-61-- OVER INTERSTATE HIGHWAY 94 IN THE CITY OF
 DF9882'WAUKESHA.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9882'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9882'A CONCRETE PARAPET WALL ABOUT 0.7 M ABOVE THE HIGHWAY PAVEMENT. THE
 DF9882'STATION IS 8.8 M NORTHWEST OF THE CENTERLINE OF THE WESTBOUND LANES
 DF9882'OF US HIGHWAY 18 (BLUEMOUND ROAD), 26 M SOUTHWEST OF THE CENTERLINE
 DF9882'OF THE EASTBOUND LANES OF INTERSTATE HIGHWAY 94, AND 1.5 M NORTHEAST
 DF9882'OF A METAL POLE FOR A WISCONSIN DEPARTMENT OF TRANSPORTATION HIGHWAY
 DF9882'TRAFFIC CAMERA.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 DF9882'OBSERVATIONS DUE TO A TRAFFIC CAMERA POLE TO THE SOUTHWEST EXTENDING
 DF9882'TO 90 DEGREES ABOVE THE HORIZON.
 DF9882
 DF9882                          STATION RECOVERY (2006)
 DF9882
 DF9882'RECOVERY NOTE BY US POWER SQUADRON 2006 (RCD)
 DF9882'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9880 ***********************************************************************
 DF9880  DESIGNATION -  2K14
 DF9880  PID         -  DF9880
 DF9880  STATE/COUNTY-  WI/WAUKESHA
 DF9880  USGS QUAD   -  WAUWATOSA (1994)
 DF9880
 DF9880                         *CURRENT SURVEY CONTROL
 DF9880  ___________________________________________________________________
 DF9880* NAD 83(1986)-  43 02 11.     (N)    088 06 34.     (W)     SCALED    
 DF9880* NAVD 88     -       257.260  (meters)     844.03   (feet)  ADJUSTED  
 DF9880  ___________________________________________________________________
 DF9880  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 DF9880  DYNAMIC HT  -         257.191 (meters)     843.80  (feet)  COMP
 DF9880  MODELED GRAV-     980,344.7   (mgal)                       NAVD 88
 DF9880
 DF9880  VERT ORDER  -  SECOND    CLASS I
 DF9880
 DF9880.The horizontal coordinates were scaled from a topographic map and have
 DF9880.an estimated accuracy of +/- 6 seconds.
 DF9880
 DF9880.The orthometric height was determined by differential leveling
 DF9880.and adjusted by the National Geodetic Survey in February 2004..
 DF9880
 DF9880.The geoid height was determined by GEOID03.
 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     -   116,880.      754,050.      MT  (+/- 180 meters Scaled)
 DF9880
 DF9880                          SUPERSEDED SURVEY CONTROL
 DF9880
 DF9880.No superseded survey control is available for this station.
 DF9880
 DF9880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN096654(NAD 83)
 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     - 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 US POWER SQUADRON 2006 (RCD)
 DF9880'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9879 ***********************************************************************
 DF9879  DESIGNATION -  2K15
 DF9879  PID         -  DF9879
 DF9879  STATE/COUNTY-  WI/WAUKESHA
 DF9879  USGS QUAD   -  WAUWATOSA (1994)
 DF9879
 DF9879                         *CURRENT SURVEY CONTROL
 DF9879  ___________________________________________________________________
 DF9879* NAD 83(1986)-  43 02 12.     (N)    088 05 21.     (W)     SCALED    
 DF9879* NAVD 88     -       260.501  (meters)     854.66   (feet)  ADJUSTED  
 DF9879  ___________________________________________________________________
 DF9879  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 DF9879  DYNAMIC HT  -         260.431 (meters)     854.43  (feet)  COMP
 DF9879  MODELED GRAV-     980,345.8   (mgal)                       NAVD 88
 DF9879
 DF9879  VERT ORDER  -  SECOND    CLASS I
 DF9879
 DF9879.The horizontal coordinates were scaled from a topographic map and have
 DF9879.an estimated accuracy of +/- 6 seconds.
 DF9879
 DF9879.The orthometric height was determined by differential leveling
 DF9879.and adjusted by the National Geodetic Survey in February 2004..
 DF9879
 DF9879.The geoid height was determined by GEOID03.
 DF9879
 DF9879.The dynamic height is computed by dividing the NAVD 88
 DF9879.geopotential number by the normal gravity value computed on the
 DF9879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9879.degrees latitude (g = 980.6199 gals.).
 DF9879
 DF9879.The modeled gravity was interpolated from observed gravity values.
 DF9879
 DF9879;                    North         East    Units  Estimated Accuracy
 DF9879;SPC WI S     -   116,950.      755,700.      MT  (+/- 180 meters Scaled)
 DF9879
 DF9879                          SUPERSEDED SURVEY CONTROL
 DF9879
 DF9879.No superseded survey control is available for this station.
 DF9879
 DF9879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN112654(NAD 83)
 DF9879_MARKER: DD = SURVEY DISK
 DF9879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9879_STAMPING: 2K15 2002
 DF9879_MARK LOGO: WIDT  
 DF9879_PROJECTION: FLUSH
 DF9879_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9879_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9879+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2006
 DF9879
 DF9879  HISTORY     - Date     Condition        Report By
 DF9879  HISTORY     - 2001     MONUMENTED       WIDT
 DF9879  HISTORY     - 20040818 GOOD             USPSQD
 DF9879  HISTORY     - 20060821 GOOD             USPSQD
 DF9879
 DF9879                          STATION DESCRIPTION
 DF9879
 DF9879'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9879'THE STATION IS LOCATED IN WAUKESHA.  OWNERSHIP--WISCONSIN DEPARTMENT
 DF9879'OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF
 DF9879'INTERSTATE HIGHWAY 94 WITH US HIGHWAY 18 (BLUEMOUND ROAD) (EXIT 297)
 DF9879'IN THE CITY OF WAUKESHA, GO EAST ON US HIGHWAY 18 (BLUEMOUND ROAD)
 DF9879'FOR 5.4 KM TO PILGRAM PARKWAY, CONTINUE EAST ON US HIGHWAY 18
 DF9879'(BLUEMOUND ROAD) FOR 1.5 KM TO FLORENCE ROAD AND THE STATION ON THE
 DF9879'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9879'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF9879'DIAMETER CONCRETE POST SET TO THE DEPTH OF 2.4 M AND ABOUT LEVEL WITH
 DF9879'THE HIGHWAY PAVEMENT.  THE STATION IS 12.5 M NORTH OF THE CENTERLINE
 DF9879'OF US HIGHWAY 18 (BLUEMOUND ROAD), 91 M EAST OF THE CENTERLINE OF
 DF9879'FLORENCE ROAD, 33.0 M NORTHWEST OF NORTHERN MOST WOOD POST FOR A
 DF9879'--SUNNYSLOPE ROAD 1400 WEST-- SIGN, 10 M SOUTH OF THE TREE LINE, AND
 DF9879'7.2 M NORTHWEST OF THE TOP CENTER OF AN INLET TO A CATCH BASIN.
 DF9879'---NOTE---THE STATION IS NORTH, WEST AND EAST OF THREE WHITE PLASTIC
 DF9879'WITNESS POSTS.    ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9879'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR TREES
 DF9879'TO THE NORTHEAST AND NORTHWEST EXTENDING TO 38 DEGREES ABOVE THE
 DF9879'HORIZON.
 DF9879
 DF9879                          STATION RECOVERY (2004)
 DF9879
 DF9879'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCG)
 DF9879'RECOVERED IN GOOD CONDITION.
 DF9879
 DF9879                          STATION RECOVERY (2006)
 DF9879
 DF9879'RECOVERY NOTE BY US POWER SQUADRON 2006 (RCD)
 DF9879'THE WORDING AND NUMBER ON THE SIGN SHOULD BE 'SUNNYSLOPE RD 14000'.
 DF9879'OMIT WORDING REGARDING WITNESS POSTS AND CATCH BASIN BECAUSE NONE WERE
 DF9879'VISIBLE OR PRESENT.  CHANGE WORDING REGARDING TREES TO THE NORTHEAST
 DF9879'AND NORTHWEST TO '65 DEGREES'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9878 ***********************************************************************
 DF9878  DESIGNATION -  2K16
 DF9878  PID         -  DF9878
 DF9878  STATE/COUNTY-  WI/MILWAUKEE
 DF9878  USGS QUAD   -  WAUWATOSA (1994)
 DF9878
 DF9878                         *CURRENT SURVEY CONTROL
 DF9878  ___________________________________________________________________
 DF9878* NAD 83(1986)-  43 02 12.     (N)    088 04 01.     (W)     SCALED    
 DF9878* NAVD 88     -       220.620  (meters)     723.82   (feet)  ADJUSTED  
 DF9878  ___________________________________________________________________
 DF9878  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 DF9878  DYNAMIC HT  -         220.561 (meters)     723.62  (feet)  COMP
 DF9878  MODELED GRAV-     980,346.9   (mgal)                       NAVD 88
 DF9878
 DF9878  VERT ORDER  -  SECOND    CLASS I
 DF9878
 DF9878.The horizontal coordinates were scaled from a topographic map and have
 DF9878.an estimated accuracy of +/- 6 seconds.
 DF9878
 DF9878.The orthometric height was determined by differential leveling
 DF9878.and adjusted by the National Geodetic Survey in February 2004..
 DF9878
 DF9878.The geoid height was determined by GEOID03.
 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     -   116,990.      757,510.      MT  (+/- 180 meters Scaled)
 DF9878
 DF9878                          SUPERSEDED SURVEY CONTROL
 DF9878
 DF9878.No superseded survey control is available for this station.
 DF9878
 DF9878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN130654(NAD 83)
 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 - 2001
 DF9878
 DF9878  HISTORY     - Date     Condition        Report By
 DF9878  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9877 ***********************************************************************
 DF9877  DESIGNATION -  2K17
 DF9877  PID         -  DF9877
 DF9877  STATE/COUNTY-  WI/MILWAUKEE
 DF9877  USGS QUAD   -  WAUWATOSA (1994)
 DF9877
 DF9877                         *CURRENT SURVEY CONTROL
 DF9877  ___________________________________________________________________
 DF9877* NAD 83(1986)-  43 02 06.     (N)    088 02 49.     (W)     SCALED    
 DF9877* NAVD 88     -       242.767  (meters)     796.48   (feet)  ADJUSTED  
 DF9877  ___________________________________________________________________
 DF9877  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 DF9877  DYNAMIC HT  -         242.702 (meters)     796.26  (feet)  COMP
 DF9877  MODELED GRAV-     980,347.5   (mgal)                       NAVD 88
 DF9877
 DF9877  VERT ORDER  -  SECOND    CLASS I
 DF9877
 DF9877.The horizontal coordinates were scaled from a topographic map and have
 DF9877.an estimated accuracy of +/- 6 seconds.
 DF9877
 DF9877.The orthometric height was determined by differential leveling
 DF9877.and adjusted by the National Geodetic Survey in February 2004..
 DF9877
 DF9877.The geoid height was determined by GEOID03.
 DF9877
 DF9877.The dynamic height is computed by dividing the NAVD 88
 DF9877.geopotential number by the normal gravity value computed on the
 DF9877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9877.degrees latitude (g = 980.6199 gals.).
 DF9877
 DF9877.The modeled gravity was interpolated from observed gravity values.
 DF9877
 DF9877;                    North         East    Units  Estimated Accuracy
 DF9877;SPC WI S     -   116,840.      759,140.      MT  (+/- 180 meters Scaled)
 DF9877
 DF9877                          SUPERSEDED SURVEY CONTROL
 DF9877
 DF9877.No superseded survey control is available for this station.
 DF9877
 DF9877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN147652(NAD 83)
 DF9877_MARKER: DD = SURVEY DISK
 DF9877_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF9877_SP_SET: LARGE RETAINING WALL
 DF9877_STAMPING: 2K17 2002
 DF9877_MARK LOGO: WIDT  
 DF9877_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF9877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9877+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9877
 DF9877  HISTORY     - Date     Condition        Report By
 DF9877  HISTORY     - 2001     MONUMENTED       WIDT
 DF9877
 DF9877                          STATION DESCRIPTION
 DF9877
 DF9877'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9877'THE STATION IS LOCATED ABOUT 15 KM EAST OF WAUKESHA, 12 KM WEST OF
 DF9877'MILWAUKEE, AND 6 KM SOUTHEAST OF BROOKFIELD.  OWNERSHIP--WISCONSIN
 DF9877'DEPARTMENT OF TRANSPORTATION.  THE STATION IS LOCATED IN THE
 DF9877'NORTHWEST QUADRANT OF THE INTERSECTION OF US HIGHWAY 18 (BLUEMOUND
 DF9877'ROAD) WITH STATE HIGHWAY 100 (MAYFAIR ROAD).  THE STATION IS A BRONZE
 DF9877'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9877'STATION DISK SET IN THE TOP OF A RETAINING WALL WITH A 1.0 M CHAIN
 DF9877'LINK FENCE ATTACHED AND ABOUT 0.7 M ABOVE THE HIGHWAY PAVEMENT.  THE
 DF9877'STATION IS 3.5 M WEST OF THE EDGE OF PAVEMENT FOR THE SOUTHBOUND
 DF9877'LANES OF STATE HIGHWAY 100 (MAYFAIR ROAD), 62.0 M NORTH OF THE EDGE
 DF9877'OF PAVEMENT FOR THE WESTBOUND LANES OF US HIGHWAY 18 (BLUEMOUND
 DF9877'ROAD), 60.0 M EAST-NORTHEAST OF THE NORTHERNMOST WOOD POST FOR A
 DF9877'--GROUND ROUND-- RESTAURANT SIGN, AND 8 M EAST OF THE EASTERNMOST
 DF9877'RAIL OF A RAILROAD TRACK. ---NOTE--- THIS STATION HAS NO VISIBLE
 DF9877'OBSTRUCTION EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9568 ***********************************************************************
 DF9568  DESIGNATION -  2K18
 DF9568  PID         -  DF9568
 DF9568  STATE/COUNTY-  WI/WAUKESHA
 DF9568  USGS QUAD   -  STONEBANK (1976)
 DF9568
 DF9568                         *CURRENT SURVEY CONTROL
 DF9568  ___________________________________________________________________
 DF9568* NAD 83(1986)-  43 10 46.     (N)    088 29 12.     (W)     SCALED    
 DF9568* NAVD 88     -       269.628  (meters)     884.60   (feet)  ADJUSTED  
 DF9568  ___________________________________________________________________
 DF9568  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 DF9568  DYNAMIC HT  -         269.560 (meters)     884.38  (feet)  COMP
 DF9568  MODELED GRAV-     980,360.2   (mgal)                       NAVD 88
 DF9568
 DF9568  VERT ORDER  -  SECOND    CLASS I
 DF9568
 DF9568.The horizontal coordinates were scaled from a topographic map and have
 DF9568.an estimated accuracy of +/- 6 seconds.
 DF9568
 DF9568.The orthometric height was determined by differential leveling
 DF9568.and adjusted by the National Geodetic Survey in February 2004..
 DF9568
 DF9568.The geoid height was determined by GEOID03.
 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     -   132,140.      723,030.      MT  (+/- 180 meters Scaled)
 DF9568
 DF9568                          SUPERSEDED SURVEY CONTROL
 DF9568
 DF9568.No superseded survey control is available for this station.
 DF9568
 DF9568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN791818(NAD 83)
 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 SUITABLE FOR
 DF9568+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9568
 DF9568  HISTORY     - Date     Condition        Report By
 DF9568  HISTORY     - 2001     MONUMENTED       WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9566 ***********************************************************************
 DF9566  DESIGNATION -  2K19
 DF9566  PID         -  DF9566
 DF9566  STATE/COUNTY-  WI/WAUKESHA
 DF9566  USGS QUAD   -  STONEBANK (1976)
 DF9566
 DF9566                         *CURRENT SURVEY CONTROL
 DF9566  ___________________________________________________________________
 DF9566* NAD 83(1986)-  43 10 43.     (N)    088 26 14.     (W)     SCALED    
 DF9566* NAVD 88     -       283.471  (meters)     930.02   (feet)  ADJUSTED  
 DF9566  ___________________________________________________________________
 DF9566  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 DF9566  DYNAMIC HT  -         283.399 (meters)     929.78  (feet)  COMP
 DF9566  MODELED GRAV-     980,358.8   (mgal)                       NAVD 88
 DF9566
 DF9566  VERT ORDER  -  SECOND    CLASS I
 DF9566
 DF9566.The horizontal coordinates were scaled from a topographic map and have
 DF9566.an estimated accuracy of +/- 6 seconds.
 DF9566
 DF9566.The orthometric height was determined by differential leveling
 DF9566.and adjusted by the National Geodetic Survey in February 2004..
 DF9566
 DF9566.The geoid height was determined by GEOID03.
 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     -   132,120.      727,050.      MT  (+/- 180 meters Scaled)
 DF9566
 DF9566                          SUPERSEDED SURVEY CONTROL
 DF9566
 DF9566.No superseded survey control is available for this station.
 DF9566
 DF9566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN831816(NAD 83)
 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 - 2001
 DF9566
 DF9566  HISTORY     - Date     Condition        Report By
 DF9566  HISTORY     - 2001     MONUMENTED       WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9565 ***********************************************************************
 DF9565  DESIGNATION -  2K20
 DF9565  PID         -  DF9565
 DF9565  STATE/COUNTY-  WI/WAUKESHA
 DF9565  USGS QUAD   -  STONEBANK (1976)
 DF9565
 DF9565                         *CURRENT SURVEY CONTROL
 DF9565  ___________________________________________________________________
 DF9565* NAD 83(1986)-  43 10 43.     (N)    088 24 10.     (W)     SCALED    
 DF9565* NAVD 88     -       288.424  (meters)     946.27   (feet)  ADJUSTED  
 DF9565  ___________________________________________________________________
 DF9565  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 DF9565  DYNAMIC HT  -         288.351 (meters)     946.03  (feet)  COMP
 DF9565  MODELED GRAV-     980,358.1   (mgal)                       NAVD 88
 DF9565
 DF9565  VERT ORDER  -  SECOND    CLASS I
 DF9565
 DF9565.The horizontal coordinates were scaled from a topographic map and have
 DF9565.an estimated accuracy of +/- 6 seconds.
 DF9565
 DF9565.The orthometric height was determined by differential leveling
 DF9565.and adjusted by the National Geodetic Survey in February 2004..
 DF9565
 DF9565.The geoid height was determined by GEOID03.
 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     -   132,180.      729,850.      MT  (+/- 180 meters Scaled)
 DF9565
 DF9565                          SUPERSEDED SURVEY CONTROL
 DF9565
 DF9565.No superseded survey control is available for this station.
 DF9565
 DF9565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN859816(NAD 83)
 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 - 2001
 DF9565
 DF9565  HISTORY     - Date     Condition        Report By
 DF9565  HISTORY     - 2001     MONUMENTED       WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9564 ***********************************************************************
 DF9564  DESIGNATION -  2K21
 DF9564  PID         -  DF9564
 DF9564  STATE/COUNTY-  WI/WAUKESHA
 DF9564  USGS QUAD   -  STONEBANK (1976)
 DF9564
 DF9564                         *CURRENT SURVEY CONTROL
 DF9564  ___________________________________________________________________
 DF9564* NAD 83(1986)-  43 10 42.     (N)    088 22 49.     (W)     SCALED    
 DF9564* NAVD 88     -       294.817  (meters)     967.25   (feet)  ADJUSTED  
 DF9564  ___________________________________________________________________
 DF9564  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 DF9564  DYNAMIC HT  -         294.742 (meters)     967.00  (feet)  COMP
 DF9564  MODELED GRAV-     980,357.8   (mgal)                       NAVD 88
 DF9564
 DF9564  VERT ORDER  -  SECOND    CLASS I
 DF9564
 DF9564.The horizontal coordinates were scaled from a topographic map and have
 DF9564.an estimated accuracy of +/- 6 seconds.
 DF9564
 DF9564.The orthometric height was determined by differential leveling
 DF9564.and adjusted by the National Geodetic Survey in February 2004..
 DF9564
 DF9564.The geoid height was determined by GEOID03.
 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     -   132,180.      731,680.      MT  (+/- 180 meters Scaled)
 DF9564
 DF9564                          SUPERSEDED SURVEY CONTROL
 DF9564
 DF9564.No superseded survey control is available for this station.
 DF9564
 DF9564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN878815(NAD 83)
 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 SUITABLE FOR
 DF9564+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9564
 DF9564  HISTORY     - Date     Condition        Report By
 DF9564  HISTORY     - 2001     MONUMENTED       WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9562 ***********************************************************************
 DF9562  DESIGNATION -  2K22
 DF9562  PID         -  DF9562
 DF9562  STATE/COUNTY-  WI/WAUKESHA
 DF9562  USGS QUAD   -  MERTON (1994)
 DF9562
 DF9562                         *CURRENT SURVEY CONTROL
 DF9562  ___________________________________________________________________
 DF9562* NAD 83(1986)-  43 11 34.     (N)    088 21 05.     (W)     SCALED    
 DF9562* NAVD 88     -       318.122  (meters)    1043.71   (feet)  ADJUSTED  
 DF9562  ___________________________________________________________________
 DF9562  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 DF9562  DYNAMIC HT  -         318.042 (meters)    1043.44  (feet)  COMP
 DF9562  MODELED GRAV-     980,358.5   (mgal)                       NAVD 88
 DF9562
 DF9562  VERT ORDER  -  SECOND    CLASS I
 DF9562
 DF9562.The horizontal coordinates were scaled from a topographic map and have
 DF9562.an estimated accuracy of +/- 6 seconds.
 DF9562
 DF9562.The orthometric height was determined by differential leveling
 DF9562.and adjusted by the National Geodetic Survey in February 2004..
 DF9562
 DF9562.The geoid height was determined by GEOID03.
 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     -   133,830.      733,990.      MT  (+/- 180 meters Scaled)
 DF9562
 DF9562                          SUPERSEDED SURVEY CONTROL
 DF9562
 DF9562.No superseded survey control is available for this station.
 DF9562
 DF9562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN901831(NAD 83)
 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 SUITABLE FOR
 DF9562+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9562
 DF9562  HISTORY     - Date     Condition        Report By
 DF9562  HISTORY     - 2001     MONUMENTED       WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9561 ***********************************************************************
 DF9561  DESIGNATION -  2K23
 DF9561  PID         -  DF9561
 DF9561  STATE/COUNTY-  WI/WAUKESHA
 DF9561  USGS QUAD   -  MERTON (1994)
 DF9561
 DF9561                         *CURRENT SURVEY CONTROL
 DF9561  ___________________________________________________________________
 DF9561* NAD 83(1986)-  43 11 33.     (N)    088 20 09.     (W)     SCALED    
 DF9561* NAVD 88     -       286.615  (meters)     940.34   (feet)  ADJUSTED  
 DF9561  ___________________________________________________________________
 DF9561  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 DF9561  DYNAMIC HT  -         286.543 (meters)     940.10  (feet)  COMP
 DF9561  MODELED GRAV-     980,358.5   (mgal)                       NAVD 88
 DF9561
 DF9561  VERT ORDER  -  SECOND    CLASS I
 DF9561
 DF9561.The horizontal coordinates were scaled from a topographic map and have
 DF9561.an estimated accuracy of +/- 6 seconds.
 DF9561
 DF9561.The orthometric height was determined by differential leveling
 DF9561.and adjusted by the National Geodetic Survey in February 2004..
 DF9561
 DF9561.The geoid height was determined by GEOID03.
 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     -   133,830.      735,260.      MT  (+/- 180 meters Scaled)
 DF9561
 DF9561                          SUPERSEDED SURVEY CONTROL
 DF9561
 DF9561.No superseded survey control is available for this station.
 DF9561
 DF9561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN914830(NAD 83)
 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 - 2001
 DF9561
 DF9561  HISTORY     - Date     Condition        Report By
 DF9561  HISTORY     - 2001     MONUMENTED       WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9560 ***********************************************************************
 DF9560  DESIGNATION -  2K24
 DF9560  PID         -  DF9560
 DF9560  STATE/COUNTY-  WI/WASHINGTON
 DF9560  USGS QUAD   -  MERTON (1994)
 DF9560
 DF9560                         *CURRENT SURVEY CONTROL
 DF9560  ___________________________________________________________________
 DF9560* NAD 83(1986)-  43 11 34.     (N)    088 18 28.     (W)     SCALED    
 DF9560* NAVD 88     -       325.450  (meters)    1067.75   (feet)  ADJUSTED  
 DF9560  ___________________________________________________________________
 DF9560  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 DF9560  DYNAMIC HT  -         325.367 (meters)    1067.47  (feet)  COMP
 DF9560  MODELED GRAV-     980,358.7   (mgal)                       NAVD 88
 DF9560
 DF9560  VERT ORDER  -  SECOND    CLASS I
 DF9560
 DF9560.The horizontal coordinates were scaled from a topographic map and have
 DF9560.an estimated accuracy of +/- 6 seconds.
 DF9560
 DF9560.The orthometric height was determined by differential leveling
 DF9560.and adjusted by the National Geodetic Survey in February 2004..
 DF9560
 DF9560.The geoid height was determined by GEOID03.
 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     -   133,900.      737,540.      MT  (+/- 180 meters Scaled)
 DF9560
 DF9560                          SUPERSEDED SURVEY CONTROL
 DF9560
 DF9560.No superseded survey control is available for this station.
 DF9560
 DF9560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN937830(NAD 83)
 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 - 2001
 DF9560
 DF9560  HISTORY     - Date     Condition        Report By
 DF9560  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9559 ***********************************************************************
 DF9559  DESIGNATION -  2K25
 DF9559  PID         -  DF9559
 DF9559  STATE/COUNTY-  WI/WASHINGTON
 DF9559  USGS QUAD   -  MERTON (1994)
 DF9559
 DF9559                         *CURRENT SURVEY CONTROL
 DF9559  ___________________________________________________________________
 DF9559* NAD 83(1986)-  43 11 36.     (N)    088 17 02.     (W)     SCALED    
 DF9559* NAVD 88     -       307.145  (meters)    1007.69   (feet)  ADJUSTED  
 DF9559  ___________________________________________________________________
 DF9559  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 DF9559  DYNAMIC HT  -         307.067 (meters)    1007.44  (feet)  COMP
 DF9559  MODELED GRAV-     980,359.1   (mgal)                       NAVD 88
 DF9559
 DF9559  VERT ORDER  -  SECOND    CLASS I
 DF9559
 DF9559.The horizontal coordinates were scaled from a topographic map and have
 DF9559.an estimated accuracy of +/- 6 seconds.
 DF9559
 DF9559.The orthometric height was determined by differential leveling
 DF9559.and adjusted by the National Geodetic Survey in February 2004..
 DF9559
 DF9559.The geoid height was determined by GEOID03.
 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     -   134,000.      739,480.      MT  (+/- 180 meters Scaled)
 DF9559
 DF9559                          SUPERSEDED SURVEY CONTROL
 DF9559
 DF9559.No superseded survey control is available for this station.
 DF9559
 DF9559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN956830(NAD 83)
 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 SUITABLE FOR
 DF9559+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9559
 DF9559  HISTORY     - Date     Condition        Report By
 DF9559  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9558 ***********************************************************************
 DF9558  DESIGNATION -  2K26
 DF9558  PID         -  DF9558
 DF9558  STATE/COUNTY-  WI/WAUKESHA
 DF9558  USGS QUAD   -  MERTON (1994)
 DF9558
 DF9558                         *CURRENT SURVEY CONTROL
 DF9558  ___________________________________________________________________
 DF9558* NAD 83(1986)-  43 11 35.     (N)    088 15 12.     (W)     SCALED    
 DF9558* NAVD 88     -       297.912  (meters)     977.40   (feet)  ADJUSTED  
 DF9558  ___________________________________________________________________
 DF9558  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 DF9558  DYNAMIC HT  -         297.837 (meters)     977.15  (feet)  COMP
 DF9558  MODELED GRAV-     980,360.0   (mgal)                       NAVD 88
 DF9558
 DF9558  VERT ORDER  -  SECOND    CLASS I
 DF9558
 DF9558.The horizontal coordinates were scaled from a topographic map and have
 DF9558.an estimated accuracy of +/- 6 seconds.
 DF9558
 DF9558.The orthometric height was determined by differential leveling
 DF9558.and adjusted by the National Geodetic Survey in February 2004..
 DF9558
 DF9558.The geoid height was determined by GEOID03.
 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     -   134,020.      741,960.      MT  (+/- 180 meters Scaled)
 DF9558
 DF9558                          SUPERSEDED SURVEY CONTROL
 DF9558
 DF9558.No superseded survey control is available for this station.
 DF9558
 DF9558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN981830(NAD 83)
 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
 DF9558  HISTORY     - Date     Condition        Report By
 DF9558  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6185 ***********************************************************************
 AI6185  DESIGNATION -  2K41
 AI6185  PID         -  AI6185
 AI6185  STATE/COUNTY-  WI/DODGE
 AI6185  USGS QUAD   -  HARTFORD WEST (1976)
 AI6185
 AI6185                         *CURRENT SURVEY CONTROL
 AI6185  ___________________________________________________________________
 AI6185* NAD 83(1986)-  43 19 31.     (N)    088 25 30.     (W)     SCALED    
 AI6185* NAVD 88     -       296.606  (meters)     973.11   (feet)  ADJUSTED  
 AI6185  ___________________________________________________________________
 AI6185  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 AI6185  DYNAMIC HT  -         296.535 (meters)     972.88  (feet)  COMP
 AI6185  MODELED GRAV-     980,370.0   (mgal)                       NAVD 88
 AI6185
 AI6185  VERT ORDER  -  SECOND    CLASS I
 AI6185
 AI6185.The horizontal coordinates were scaled from a topographic map and have
 AI6185.an estimated accuracy of +/- 6 seconds.
 AI6185
 AI6185.The orthometric height was determined by differential leveling
 AI6185.and adjusted by the National Geodetic Survey in October 2000..
 AI6185
 AI6185.The geoid height was determined by GEOID03.
 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     -   148,430.      727,730.      MT  (+/- 180 meters Scaled)
 AI6185
 AI6185                          SUPERSEDED SURVEY CONTROL
 AI6185
 AI6185.No superseded survey control is available for this station.
 AI6185
 AI6185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN844979(NAD 83)
 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 = OCTOBER  7, 2006
 AI6186 ***********************************************************************
 AI6186  DESIGNATION -  2K42
 AI6186  PID         -  AI6186
 AI6186  STATE/COUNTY-  WI/WASHINGTON
 AI6186  USGS QUAD   -  HARTFORD WEST (1976)
 AI6186
 AI6186                         *CURRENT SURVEY CONTROL
 AI6186  ___________________________________________________________________
 AI6186* NAD 83(1986)-  43 19 31.     (N)    088 24 29.     (W)     SCALED    
 AI6186* NAVD 88     -       304.214  (meters)     998.08   (feet)  ADJUSTED  
 AI6186  ___________________________________________________________________
 AI6186  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 AI6186  DYNAMIC HT  -         304.140 (meters)     997.83  (feet)  COMP
 AI6186  MODELED GRAV-     980,369.2   (mgal)                       NAVD 88
 AI6186
 AI6186  VERT ORDER  -  SECOND    CLASS I
 AI6186
 AI6186.The horizontal coordinates were scaled from a topographic map and have
 AI6186.an estimated accuracy of +/- 6 seconds.
 AI6186
 AI6186.The orthometric height was determined by differential leveling
 AI6186.and adjusted by the National Geodetic Survey in October 2000..
 AI6186
 AI6186.The geoid height was determined by GEOID03.
 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     -   148,460.      729,110.      MT  (+/- 180 meters Scaled)
 AI6186
 AI6186                          SUPERSEDED SURVEY CONTROL
 AI6186
 AI6186.No superseded survey control is available for this station.
 AI6186
 AI6186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN858979(NAD 83)
 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 - November 09, 2003
 AI6186
 AI6186  HISTORY     - Date     Condition        Report By
 AI6186  HISTORY     - 1999     MONUMENTED       WIDT
 AI6186  HISTORY     - 20031109 GOOD             USPSQD
 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--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6187 ***********************************************************************
 AI6187  DESIGNATION -  2K43
 AI6187  PID         -  AI6187
 AI6187  STATE/COUNTY-  WI/WASHINGTON
 AI6187  USGS QUAD   -  HARTFORD WEST (1976)
 AI6187
 AI6187                         *CURRENT SURVEY CONTROL
 AI6187  ___________________________________________________________________
 AI6187* NAD 83(1986)-  43 19 04.     (N)    088 23 23.     (W)     SCALED    
 AI6187* NAVD 88     -       295.806  (meters)     970.49   (feet)  ADJUSTED  
 AI6187  ___________________________________________________________________
 AI6187  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 AI6187  DYNAMIC HT  -         295.734 (meters)     970.25  (feet)  COMP
 AI6187  MODELED GRAV-     980,367.7   (mgal)                       NAVD 88
 AI6187
 AI6187  VERT ORDER  -  SECOND    CLASS I
 AI6187
 AI6187.The horizontal coordinates were scaled from a topographic map and have
 AI6187.an estimated accuracy of +/- 6 seconds.
 AI6187
 AI6187.The orthometric height was determined by differential leveling
 AI6187.and adjusted by the National Geodetic Survey in October 2000..
 AI6187
 AI6187.The geoid height was determined by GEOID03.
 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     -   147,650.      730,610.      MT  (+/- 180 meters Scaled)
 AI6187
 AI6187                          SUPERSEDED SURVEY CONTROL
 AI6187
 AI6187.No superseded survey control is available for this station.
 AI6187
 AI6187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN873970(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6187+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2003
 AI6187
 AI6187  HISTORY     - Date     Condition        Report By
 AI6187  HISTORY     - 1999     MONUMENTED       WIDT
 AI6187  HISTORY     - 20031109 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6188 ***********************************************************************
 AI6188  DESIGNATION -  2K44
 AI6188  PID         -  AI6188
 AI6188  STATE/COUNTY-  WI/WASHINGTON
 AI6188  USGS QUAD   -  HARTFORD EAST (1976)
 AI6188
 AI6188                         *CURRENT SURVEY CONTROL
 AI6188  ___________________________________________________________________
 AI6188* NAD 83(1986)-  43 19 02.     (N)    088 21 32.     (W)     SCALED    
 AI6188* NAVD 88     -       311.308  (meters)    1021.35   (feet)  ADJUSTED  
 AI6188  ___________________________________________________________________
 AI6188  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 AI6188  DYNAMIC HT  -         311.232 (meters)    1021.10  (feet)  COMP
 AI6188  MODELED GRAV-     980,366.5   (mgal)                       NAVD 88
 AI6188
 AI6188  VERT ORDER  -  SECOND    CLASS I
 AI6188
 AI6188.The horizontal coordinates were scaled from a topographic map and have
 AI6188.an estimated accuracy of +/- 6 seconds.
 AI6188
 AI6188.The orthometric height was determined by differential leveling
 AI6188.and adjusted by the National Geodetic Survey in October 2000..
 AI6188
 AI6188.The geoid height was determined by GEOID03.
 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     -   147,640.      733,110.      MT  (+/- 180 meters Scaled)
 AI6188
 AI6188                          SUPERSEDED SURVEY CONTROL
 AI6188
 AI6188.No superseded survey control is available for this station.
 AI6188
 AI6188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN898969(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6188+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2003
 AI6188
 AI6188  HISTORY     - Date     Condition        Report By
 AI6188  HISTORY     - 1999     MONUMENTED       WIDT
 AI6188  HISTORY     - 20031109 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6189 ***********************************************************************
 AI6189  DESIGNATION -  2K45
 AI6189  PID         -  AI6189
 AI6189  STATE/COUNTY-  WI/WASHINGTON
 AI6189  USGS QUAD   -  HARTFORD EAST (1976)
 AI6189
 AI6189                         *CURRENT SURVEY CONTROL
 AI6189  ___________________________________________________________________
 AI6189* NAD 83(1986)-  43 19 12.     (N)    088 19 23.     (W)     SCALED    
 AI6189* NAVD 88     -       311.410  (meters)    1021.68   (feet)  ADJUSTED  
 AI6189  ___________________________________________________________________
 AI6189  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 AI6189  DYNAMIC HT  -         311.333 (meters)    1021.43  (feet)  COMP
 AI6189  MODELED GRAV-     980,365.5   (mgal)                       NAVD 88
 AI6189
 AI6189  VERT ORDER  -  SECOND    CLASS I
 AI6189
 AI6189.The horizontal coordinates were scaled from a topographic map and have
 AI6189.an estimated accuracy of +/- 6 seconds.
 AI6189
 AI6189.The orthometric height was determined by differential leveling
 AI6189.and adjusted by the National Geodetic Survey in October 2000..
 AI6189
 AI6189.The geoid height was determined by GEOID03.
 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     -   148,010.      736,010.      MT  (+/- 180 meters Scaled)
 AI6189
 AI6189                          SUPERSEDED SURVEY CONTROL
 AI6189
 AI6189.No superseded survey control is available for this station.
 AI6189
 AI6189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN927972(NAD 83)
 AI6189_MARKER: DD = SURVEY DISK
 AI6189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6189_STAMPING: 2K45 1999
 AI6189_MARK LOGO: WIDT  
 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 - November 09, 2003
 AI6189
 AI6189  HISTORY     - Date     Condition        Report By
 AI6189  HISTORY     - 1999     MONUMENTED       WIDT
 AI6189  HISTORY     - 20031109 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6191 ***********************************************************************
 AI6191  DESIGNATION -  2K47
 AI6191  PID         -  AI6191
 AI6191  STATE/COUNTY-  WI/WASHINGTON
 AI6191  USGS QUAD   -  HARTFORD EAST (1976)
 AI6191
 AI6191                         *CURRENT SURVEY CONTROL
 AI6191  ___________________________________________________________________
 AI6191* NAD 83(1986)-  43 19 25.     (N)    088 16 59.     (W)     SCALED    
 AI6191* NAVD 88     -       333.835  (meters)    1095.26   (feet)  ADJUSTED  
 AI6191  ___________________________________________________________________
 AI6191  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 AI6191  DYNAMIC HT  -         333.753 (meters)    1094.99  (feet)  COMP
 AI6191  MODELED GRAV-     980,364.6   (mgal)                       NAVD 88
 AI6191
 AI6191  VERT ORDER  -  SECOND    CLASS I
 AI6191
 AI6191.The horizontal coordinates were scaled from a topographic map and have
 AI6191.an estimated accuracy of +/- 6 seconds.
 AI6191
 AI6191.The orthometric height was determined by differential leveling
 AI6191.and adjusted by the National Geodetic Survey in October 2000..
 AI6191
 AI6191.The geoid height was determined by GEOID03.
 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     -   148,470.      739,250.      MT  (+/- 180 meters Scaled)
 AI6191
 AI6191                          SUPERSEDED SURVEY CONTROL
 AI6191
 AI6191.No superseded survey control is available for this station.
 AI6191
 AI6191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN959975(NAD 83)
 AI6191_MARKER: DD = SURVEY DISK
 AI6191_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AI6191_SP_SET: TOP OF A BRIDGE ABUTMENT
 AI6191_STAMPING: 2K47 1999
 AI6191_MARK LOGO: WIDT  
 AI6191_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI6191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6191+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2003
 AI6191
 AI6191  HISTORY     - Date     Condition        Report By
 AI6191  HISTORY     - 1999     MONUMENTED       WIDT
 AI6191  HISTORY     - 20031109 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6192 ***********************************************************************
 AI6192  DESIGNATION -  2K48
 AI6192  PID         -  AI6192
 AI6192  STATE/COUNTY-  WI/WASHINGTON
 AI6192  USGS QUAD   -  HARTFORD EAST (1976)
 AI6192
 AI6192                         *CURRENT SURVEY CONTROL
 AI6192  ___________________________________________________________________
 AI6192* NAD 83(1986)-  43 19 27.     (N)    088 15 54.     (W)     SCALED    
 AI6192* NAVD 88     -       347.813  (meters)    1141.12   (feet)  ADJUSTED  
 AI6192  ___________________________________________________________________
 AI6192  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 AI6192  DYNAMIC HT  -         347.727 (meters)    1140.83  (feet)  COMP
 AI6192  MODELED GRAV-     980,364.5   (mgal)                       NAVD 88
 AI6192
 AI6192  VERT ORDER  -  SECOND    CLASS I
 AI6192
 AI6192.The horizontal coordinates were scaled from a topographic map and have
 AI6192.an estimated accuracy of +/- 6 seconds.
 AI6192
 AI6192.The orthometric height was determined by differential leveling
 AI6192.and adjusted by the National Geodetic Survey in October 2000..
 AI6192
 AI6192.The geoid height was determined by GEOID03.
 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     -   148,570.      740,710.      MT  (+/- 180 meters Scaled)
 AI6192
 AI6192                          SUPERSEDED SURVEY CONTROL
 AI6192
 AI6192.No superseded survey control is available for this station.
 AI6192
 AI6192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN974975(NAD 83)
 AI6192_MARKER: DD = SURVEY DISK
 AI6192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6192_STAMPING: 2K48 1999
 AI6192_MARK LOGO: WIDT  
 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 - November 09, 2003
 AI6192
 AI6192  HISTORY     - Date     Condition        Report By
 AI6192  HISTORY     - 1999     MONUMENTED       WIDT
 AI6192  HISTORY     - 20031109 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6193 ***********************************************************************
 AI6193  DESIGNATION -  2K49
 AI6193  PID         -  AI6193
 AI6193  STATE/COUNTY-  WI/WASHINGTON
 AI6193  USGS QUAD   -  JACKSON (1994)
 AI6193
 AI6193                         *CURRENT SURVEY CONTROL
 AI6193  ___________________________________________________________________
 AI6193* NAD 83(1986)-  43 19 26.     (N)    088 14 06.     (W)     SCALED    
 AI6193* NAVD 88     -       339.988  (meters)    1115.44   (feet)  ADJUSTED  
 AI6193  ___________________________________________________________________
 AI6193  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 AI6193  DYNAMIC HT  -         339.905 (meters)    1115.17  (feet)  COMP
 AI6193  MODELED GRAV-     980,366.2   (mgal)                       NAVD 88
 AI6193
 AI6193  VERT ORDER  -  SECOND    CLASS I
 AI6193
 AI6193.The horizontal coordinates were scaled from a topographic map and have
 AI6193.an estimated accuracy of +/- 6 seconds.
 AI6193
 AI6193.The orthometric height was determined by differential leveling
 AI6193.and adjusted by the National Geodetic Survey in October 2000..
 AI6193
 AI6193.The geoid height was determined by GEOID03.
 AI6193
 AI6193.The dynamic height is computed by dividing the NAVD 88
 AI6193.geopotential number by the normal gravity value computed on the
 AI6193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6193.degrees latitude (g = 980.6199 gals.).
 AI6193
 AI6193.The modeled gravity was interpolated from observed gravity values.
 AI6193
 AI6193;                    North         East    Units  Estimated Accuracy
 AI6193;SPC WI S     -   148,590.      743,140.      MT  (+/- 180 meters Scaled)
 AI6193
 AI6193                          SUPERSEDED SURVEY CONTROL
 AI6193
 AI6193.No superseded survey control is available for this station.
 AI6193
 AI6193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN998975(NAD 83)
 AI6193_MARKER: DD = SURVEY DISK
 AI6193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6193_STAMPING: 2K49 1999
 AI6193_MARK LOGO: WIDT  
 AI6193_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6193+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2003
 AI6193
 AI6193  HISTORY     - Date     Condition        Report By
 AI6193  HISTORY     - 1999     MONUMENTED       WIDT
 AI6193  HISTORY     - 20031109 GOOD             USPSQD
 AI6193
 AI6193                          STATION DESCRIPTION
 AI6193
 AI6193'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6193'THE STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) SOUTH-SOUTHWEST OF WEST
 AI6193'BEND, AND 4.8 KM (3.00 MI) WEST OF JACKSON.  OWNERSHIP--WISCONSIN
 AI6193'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI6193'OF US HIGHWAY 41 WITH STATE HIGHWAY 60, ABOUT 3.2 KM (2.00 MI)
 AI6193'EAST-SOUTHEAST OF THE VILLAGE OF SLINGER, GO EAST ON STATE HIGHWAY 60
 AI6193'FOR 0.8 KM (0.50 MI) TO COUNTY HIGHWAY C, CONTINUE EAST ON STATE
 AI6193'HIGHWAY 60 FOR 0.5 KM (0.30 MI) TO THE STATION ON THE RIGHT.  THE
 AI6193'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 AI6193'SURVEY CONTROL STATION DISK STAMPED --2K49 1999-- AND SET IN THE TOP
 AI6193'OF A 41 CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND
 AI6193'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 12.6 M (41.3
 AI6193'FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 60, 80 M (262.5 FT)
 AI6193'SOUTHEAST OF SOUTHEAST CORNER OF RED AND WHITE RADIO TRANSMISSION
 AI6193'TOWER, 68.2 M (223.8 FT) WEST OF TOP CENTER OF WEST END OF 41 CM
 AI6193'(16-INCH) DIAMETER CORRUGATED METAL CULVERT PIPE, 24.2 M (79.4 FT)
 AI6193'SOUTH-SOUTHEAST OF TOP CENTER OF EAST END OF A 36 CM (14-INCH)
 AI6193'DIAMETER CORRUGATED METAL CULVERT PIPE FOR PRIVATE ENTRANCE --3984--,
 AI6193'1 M (3.3 FT) NORTH OF A CULTIVATED FIELD, AND 1.0 M (3.3 FT) NORTH OF
 AI6193'A WHITE PLASTIC WITNESS POST.  ---NOTE--- THIS STATION HAS NO VISIBLE
 AI6193'OBSTRUCTIONS EXTENDING TO MORE THAN 15 DEGREES ABOVE THE HORIZON
 AI6193'EXCEPT FOR A RADIO TRANSMISSION TOWER IN THE NORTHEAST QUADRANT
 AI6193'EXTENDING TO 50 DEGREES ABOVE THE HORIZON
 AI6193
 AI6193                          STATION RECOVERY (2003)
 AI6193
 AI6193'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6194 ***********************************************************************
 AI6194  DESIGNATION -  2K50
 AI6194  PID         -  AI6194
 AI6194  STATE/COUNTY-  WI/WASHINGTON
 AI6194  USGS QUAD   -  JACKSON (1994)
 AI6194
 AI6194                         *CURRENT SURVEY CONTROL
 AI6194  ___________________________________________________________________
 AI6194* NAD 83(1986)-  43 19 26.     (N)    088 13 24.     (W)     SCALED    
 AI6194* NAVD 88     -       307.920  (meters)    1010.23   (feet)  ADJUSTED  
 AI6194  ___________________________________________________________________
 AI6194  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 AI6194  DYNAMIC HT  -         307.845 (meters)    1009.99  (feet)  COMP
 AI6194  MODELED GRAV-     980,367.4   (mgal)                       NAVD 88
 AI6194
 AI6194  VERT ORDER  -  SECOND    CLASS I
 AI6194
 AI6194.The horizontal coordinates were scaled from a topographic map and have
 AI6194.an estimated accuracy of +/- 6 seconds.
 AI6194
 AI6194.The orthometric height was determined by differential leveling
 AI6194.and adjusted by the National Geodetic Survey in October 2000..
 AI6194
 AI6194.The geoid height was determined by GEOID03.
 AI6194
 AI6194.The dynamic height is computed by dividing the NAVD 88
 AI6194.geopotential number by the normal gravity value computed on the
 AI6194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6194.degrees latitude (g = 980.6199 gals.).
 AI6194
 AI6194.The modeled gravity was interpolated from observed gravity values.
 AI6194
 AI6194;                    North         East    Units  Estimated Accuracy
 AI6194;SPC WI S     -   148,610.      744,090.      MT  (+/- 180 meters Scaled)
 AI6194
 AI6194                          SUPERSEDED SURVEY CONTROL
 AI6194
 AI6194.No superseded survey control is available for this station.
 AI6194
 AI6194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN008975(NAD 83)
 AI6194_MARKER: DD = SURVEY DISK
 AI6194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6194_STAMPING: 2K50 1999
 AI6194_MARK LOGO: WIDT  
 AI6194_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6194+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2003
 AI6194
 AI6194  HISTORY     - Date     Condition        Report By
 AI6194  HISTORY     - 1999     MONUMENTED       WIDT
 AI6194  HISTORY     - 20031109 GOOD             USPSQD
 AI6194
 AI6194                          STATION DESCRIPTION
 AI6194
 AI6194'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6194'THE STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) SOUTH-SOUTHWEST OF WEST
 AI6194'BEND, AND 3.2 KM (2.00 MI) WEST OF JACKSON.  OWNERSHIP--WISCONSIN
 AI6194'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI6194'OF US HIGHWAY 41 WITH STATE HIGHWAY 60, ABOUT 3.2 KM (2.00 MI)
 AI6194'EAST-SOUTHEAST OF THE VILLAGE OF SLINGER, GO EAST ON STATE HIGHWAY 60
 AI6194'FOR 0.8 KM (0.50 MI) TO COUNTY HIGHWAY C CONTINUE EAST ON STATE
 AI6194'HIGHWAY 60 FOR 1.53 KM (0.95 MI) TO THE STATION ON THE RIGHT.  THE
 AI6194'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 AI6194'SURVEY CONTROL STATION DISK STAMPED --2K50 1999-- AND SET IN THE TOP
 AI6194'OF A 41 CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND
 AI6194'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 13.7 M (44.9
 AI6194'FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 60, 48.2 M (158.1 FT)
 AI6194'NORTHEAST OF CENTER OF FLAG POLE, 46.0 M (150.9 FT) EAST OF TOP CENTER
 AI6194'OF SOUTH END OF 142 CM (56-INCH) DIAMETER CORRUGATED METAL CULVERT
 AI6194'PIPE, 36.0 M (118.1 FT) WEST OF TOP CENTER OF WEST END OF A 43 CM
 AI6194'(17-INCH) DIAMETER CORRUGATED METAL CULVERT PIPE FOR PRIVATE ENTRANCE
 AI6194'--3707--, 17.8 M (58.4 FT) EAST OF CENTERLINE OF PRIVATE ENTRANCE TO
 AI6194'--PROTEIN CARRIERS INC.--, AND 1.0 M (3.3 FT) NORTH OF A WHITE PLASTIC
 AI6194'WITNESS POST.  ---NOTE--- THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 AI6194'EXTENDING TO MORE THAN 15 DEGREES ABOVE THE HORIZON.
 AI6194
 AI6194                          STATION RECOVERY (2003)
 AI6194
 AI6194'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6194'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.05 MILE WEST OF
 AI6194'SCENIC ROAD ON HIGHWAY 60.  NOTE-- THE --PROTEIN CARRIERS INC-- SIGN
 AI6194'IS NOT PRESENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6195 ***********************************************************************
 AI6195  DESIGNATION -  2K51
 AI6195  PID         -  AI6195
 AI6195  STATE/COUNTY-  WI/WASHINGTON
 AI6195  USGS QUAD   -  JACKSON (1994)
 AI6195
 AI6195                         *CURRENT SURVEY CONTROL
 AI6195  ___________________________________________________________________
 AI6195* NAD 83(1986)-  43 19 27.     (N)    088 12 08.     (W)     SCALED    
 AI6195* NAVD 88     -       289.326  (meters)     949.23   (feet)  ADJUSTED  
 AI6195  ___________________________________________________________________
 AI6195  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 AI6195  DYNAMIC HT  -         289.256 (meters)     949.00  (feet)  COMP
 AI6195  MODELED GRAV-     980,370.0   (mgal)                       NAVD 88
 AI6195
 AI6195  VERT ORDER  -  SECOND    CLASS I
 AI6195
 AI6195.The horizontal coordinates were scaled from a topographic map and have
 AI6195.an estimated accuracy of +/- 6 seconds.
 AI6195
 AI6195.The orthometric height was determined by differential leveling
 AI6195.and adjusted by the National Geodetic Survey in October 2000..
 AI6195
 AI6195.The geoid height was determined by GEOID03.
 AI6195
 AI6195.The dynamic height is computed by dividing the NAVD 88
 AI6195.geopotential number by the normal gravity value computed on the
 AI6195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6195.degrees latitude (g = 980.6199 gals.).
 AI6195
 AI6195.The modeled gravity was interpolated from observed gravity values.
 AI6195
 AI6195;                    North         East    Units  Estimated Accuracy
 AI6195;SPC WI S     -   148,670.      745,800.      MT  (+/- 180 meters Scaled)
 AI6195
 AI6195                          SUPERSEDED SURVEY CONTROL
 AI6195
 AI6195.No superseded survey control is available for this station.
 AI6195
 AI6195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN025975(NAD 83)
 AI6195_MARKER: DD = SURVEY DISK
 AI6195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6195_STAMPING: 2K51 1999
 AI6195_MARK LOGO: WIDT  
 AI6195_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6195+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2003
 AI6195
 AI6195  HISTORY     - Date     Condition        Report By
 AI6195  HISTORY     - 1999     MONUMENTED       WIDT
 AI6195  HISTORY     - 20031109 GOOD             USPSQD
 AI6195
 AI6195                          STATION DESCRIPTION
 AI6195
 AI6195'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6195'THE STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) SOUTH OF WEST BEND, AND
 AI6195'1.6 KM (1.00 MI) WEST OF JACKSON.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 AI6195'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY
 AI6195'41 WITH STATE HIGHWAY 60, ABOUT 3.2 KM (2.00 MI) EAST-SOUTHEAST OF THE
 AI6195'VILLAGE OF SLINGER, GO EAST ON STATE HIGHWAY 60 FOR 3.62 KM (2.25 MI)
 AI6195'TO LILY ROAD CONTINUE EAST ON STATE HIGHWAY 60 FOR 0.24 KM (0.15 MI)
 AI6195'TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 AI6195'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK
 AI6195'STAMPED --2K51 1999-- AND SET IN THE TOP OF A 41 CM (16-INCH) DIAMETER
 AI6195'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY
 AI6195'PAVEMENT.  THE STATION IS 13.0 M (42.7 FT) NORTH OF THE CENTERLINE OF
 AI6195'STATE HIGHWAY 60, 119 M (390.4 FT) WEST OF THE CENTERLINE OF MAYFIELD
 AI6195'ROAD, 39.8 M (130.6 FT) WEST OF TOP CENTER OF WEST END OF 61 CM
 AI6195'(24-INCH) DIAMETER CORRUGATED METAL CULVERT PIPE, 9 M (29.5 FT) SOUTH
 AI6195'OF CULTIVATED FIELD, 8.2 M (26.9 FT) NORTH OF EDGE OF PAVEMENT OF
 AI6195'STATE HIGHWAY 60, AND 1.0 M (3.3 FT) SOUTH OF A WHITE PLASTIC WITNESS
 AI6195'POST.  ---NOTE--- THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 AI6195'TO MORE THAN 15 DEGREES ABOVE THE HORIZON.
 AI6195
 AI6195                          STATION RECOVERY (2003)
 AI6195
 AI6195'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7486 ***********************************************************************
 DE7486  DESIGNATION -  2K52
 DE7486  PID         -  DE7486
 DE7486  STATE/COUNTY-  WI/WAUKESHA
 DE7486  USGS QUAD   -  SUSSEX (1994)
 DE7486
 DE7486                         *CURRENT SURVEY CONTROL
 DE7486  ___________________________________________________________________
 DE7486* NAD 83(1986)-  43 11 35.     (N)    088 12 07.     (W)     SCALED    
 DE7486* NAVD 88     -       295.413  (meters)     969.20   (feet)  ADJUSTED  
 DE7486  ___________________________________________________________________
 DE7486  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 DE7486  DYNAMIC HT  -         295.339 (meters)     968.96  (feet)  COMP
 DE7486  MODELED GRAV-     980,361.7   (mgal)                       NAVD 88
 DE7486
 DE7486  VERT ORDER  -  SECOND    CLASS I
 DE7486
 DE7486.The horizontal coordinates were scaled from a topographic map and have
 DE7486.an estimated accuracy of +/- 6 seconds.
 DE7486
 DE7486.The orthometric height was determined by differential leveling
 DE7486.and adjusted by the National Geodetic Survey in May 2003..
 DE7486
 DE7486.The geoid height was determined by GEOID03.
 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     -   134,110.      746,140.      MT  (+/- 180 meters Scaled)
 DE7486
 DE7486                          SUPERSEDED SURVEY CONTROL
 DE7486
 DE7486.No superseded survey control is available for this station.
 DE7486
 DE7486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN023829(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7486+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DE7486
 DE7486  HISTORY     - Date     Condition        Report By
 DE7486  HISTORY     - 2000     MONUMENTED       WIDT
 DE7486  HISTORY     - 2002     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7487 ***********************************************************************
 DE7487  DESIGNATION -  2K53
 DE7487  PID         -  DE7487
 DE7487  STATE/COUNTY-  WI/WASHINGTON
 DE7487  USGS QUAD   -  SUSSEX (1994)
 DE7487
 DE7487                         *CURRENT SURVEY CONTROL
 DE7487  ___________________________________________________________________
 DE7487* NAD 83(1986)-  43 11 32.     (N)    088 08 58.     (W)     SCALED    
 DE7487* NAVD 88     -       263.264  (meters)     863.73   (feet)  ADJUSTED  
 DE7487  ___________________________________________________________________
 DE7487  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 DE7487  DYNAMIC HT  -         263.198 (meters)     863.51  (feet)  COMP
 DE7487  MODELED GRAV-     980,363.4   (mgal)                       NAVD 88
 DE7487
 DE7487  VERT ORDER  -  SECOND    CLASS I
 DE7487
 DE7487.The horizontal coordinates were scaled from a topographic map and have
 DE7487.an estimated accuracy of +/- 6 seconds.
 DE7487
 DE7487.The orthometric height was determined by differential leveling
 DE7487.and adjusted by the National Geodetic Survey in May 2003..
 DE7487
 DE7487.The geoid height was determined by GEOID03.
 DE7487
 DE7487.The dynamic height is computed by dividing the NAVD 88
 DE7487.geopotential number by the normal gravity value computed on the
 DE7487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7487.degrees latitude (g = 980.6199 gals.).
 DE7487
 DE7487.The modeled gravity was interpolated from observed gravity values.
 DE7487
 DE7487;                    North         East    Units  Estimated Accuracy
 DE7487;SPC WI S     -   134,110.      750,400.      MT  (+/- 180 meters Scaled)
 DE7487
 DE7487                          SUPERSEDED SURVEY CONTROL
 DE7487
 DE7487.No superseded survey control is available for this station.
 DE7487
 DE7487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN066828(NAD 83)
 DE7487_MARKER: DD = SURVEY DISK
 DE7487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7487_STAMPING: 2K53 2001
 DE7487_MARK LOGO: WIDT  
 DE7487_PROJECTION: FLUSH
 DE7487_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7487+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2003
 DE7487
 DE7487  HISTORY     - Date     Condition        Report By
 DE7487  HISTORY     - 2000     MONUMENTED       WIDT
 DE7487  HISTORY     - 20031109 GOOD             USPSQD
 DE7487
 DE7487                          STATION DESCRIPTION
 DE7487
 DE7487'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7487'THE STATION IS LOCATED ABOUT 16 KM SOUTHWEST OF MEQUON AND 3 KM
 DE7487'NORTHWEST OF MENOMONEE FALLS. OWNERSHIP--WASHINGTON COUNTY. TO REACH
 DE7487'THE STATION FROM THE JUNCTION OF US HIGHWAY 41 AND US HIGHWAY 45 WITH
 DE7487'COUNTY HIGHWAY Q IN THE VILLAGE OF GERMANTOWN, GO WEST ON COUNTY
 DE7487'HIGHWAY Q FOR 1.6 KM TO MAPLE ROAD ON THE LEFT, CONTINUE WEST ON
 DE7487'COUNTY HIGHWAY Q FOR 0.5 KM TO THE STATION ON THE RIGHT.  THE STATION
 DE7487'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DE7487'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DE7487'SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DE7487'THE STATION IS 15.8 M NORTH OF THE CENTERLINE OF COUNTY HIGHWAY Q,
 DE7487'25.0 M WEST OF THE TOP CENTER OF A TELEPHONE PEDESTAL, 20.2 M EAST OF
 DE7487'TELEPHONE PEDESTAL --1930--, 10 M EAST OF A ENTRANCE TO A POWER
 DE7487'PLANT, 7.1 M NORTHWEST OF A WOOD POST FOR A MAILBOX, AND 1.0 M SOUTH
 DE7487'OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DE7487'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DE7487'HORIZON.
 DE7487
 DE7487                          STATION RECOVERY (2003)
 DE7487
 DE7487'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7487'RECOVERED IN GOOD CONDITION.  NOTE-- THERE IS NO WITNESS POST PRESENT.
 DE7487' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7488 ***********************************************************************
 DE7488  DESIGNATION -  2K54
 DE7488  PID         -  DE7488
 DE7488  STATE/COUNTY-  WI/WASHINGTON
 DE7488  USGS QUAD   -  SUSSEX (1994)
 DE7488
 DE7488                         *CURRENT SURVEY CONTROL
 DE7488  ___________________________________________________________________
 DE7488* NAD 83(1986)-  43 11 33.     (N)    088 10 34.     (W)     SCALED    
 DE7488* NAVD 88     -       285.434  (meters)     936.46   (feet)  ADJUSTED  
 DE7488  ___________________________________________________________________
 DE7488  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 DE7488  DYNAMIC HT  -         285.363 (meters)     936.23  (feet)  COMP
 DE7488  MODELED GRAV-     980,362.6   (mgal)                       NAVD 88
 DE7488
 DE7488  VERT ORDER  -  SECOND    CLASS I
 DE7488
 DE7488.The horizontal coordinates were scaled from a topographic map and have
 DE7488.an estimated accuracy of +/- 6 seconds.
 DE7488
 DE7488.The orthometric height was determined by differential leveling
 DE7488.and adjusted by the National Geodetic Survey in May 2003..
 DE7488
 DE7488.The geoid height was determined by GEOID03.
 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     -   134,100.      748,240.      MT  (+/- 180 meters Scaled)
 DE7488
 DE7488                          SUPERSEDED SURVEY CONTROL
 DE7488
 DE7488.No superseded survey control is available for this station.
 DE7488
 DE7488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN044828(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7488+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2003
 DE7488
 DE7488  HISTORY     - Date     Condition        Report By
 DE7488  HISTORY     - 2000     MONUMENTED       WIDT
 DE7488  HISTORY     - 20031109 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7489 ***********************************************************************
 DE7489  DESIGNATION -  2K55
 DE7489  PID         -  DE7489
 DE7489  STATE/COUNTY-  WI/WASHINGTON
 DE7489  USGS QUAD   -  MENOMONEE FALLS (1994)
 DE7489
 DE7489                         *CURRENT SURVEY CONTROL
 DE7489  ___________________________________________________________________
 DE7489* NAD 83(1986)-  43 11 31.     (N)    088 07 26.     (W)     SCALED    
 DE7489* NAVD 88     -       262.310  (meters)     860.60   (feet)  ADJUSTED  
 DE7489  ___________________________________________________________________
 DE7489  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 DE7489  DYNAMIC HT  -         262.245 (meters)     860.38  (feet)  COMP
 DE7489  MODELED GRAV-     980,364.2   (mgal)                       NAVD 88
 DE7489
 DE7489  VERT ORDER  -  SECOND    CLASS I
 DE7489
 DE7489.The horizontal coordinates were scaled from a topographic map and have
 DE7489.an estimated accuracy of +/- 6 seconds.
 DE7489
 DE7489.The orthometric height was determined by differential leveling
 DE7489.and adjusted by the National Geodetic Survey in May 2003..
 DE7489
 DE7489.The geoid height was determined by GEOID03.
 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     -   134,130.      752,480.      MT  (+/- 180 meters Scaled)
 DE7489
 DE7489                          SUPERSEDED SURVEY CONTROL
 DE7489
 DE7489.No superseded survey control is available for this station.
 DE7489
 DE7489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN086827(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7489+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2003
 DE7489
 DE7489  HISTORY     - Date     Condition        Report By
 DE7489  HISTORY     - 2000     MONUMENTED       WIDT
 DE7489  HISTORY     - 20031109 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7490 ***********************************************************************
 DE7490  DESIGNATION -  2K56
 DE7490  PID         -  DE7490
 DE7490  STATE/COUNTY-  WI/WAUKESHA
 DE7490  USGS QUAD   -  MENOMONEE FALLS (1994)
 DE7490
 DE7490                         *CURRENT SURVEY CONTROL
 DE7490  ___________________________________________________________________
 DE7490* NAD 83(1986)-  43 11 29.     (N)    088 06 12.     (W)     SCALED    
 DE7490* NAVD 88     -       274.308  (meters)     899.96   (feet)  ADJUSTED  
 DE7490  ___________________________________________________________________
 DE7490  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 DE7490  DYNAMIC HT  -         274.240 (meters)     899.74  (feet)  COMP
 DE7490  MODELED GRAV-     980,364.8   (mgal)                       NAVD 88
 DE7490
 DE7490  VERT ORDER  -  SECOND    CLASS I
 DE7490
 DE7490.The horizontal coordinates were scaled from a topographic map and have
 DE7490.an estimated accuracy of +/- 6 seconds.
 DE7490
 DE7490.The orthometric height was determined by differential leveling
 DE7490.and adjusted by the National Geodetic Survey in May 2003..
 DE7490
 DE7490.The geoid height was determined by GEOID03.
 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.      754,150.      MT  (+/- 180 meters Scaled)
 DE7490
 DE7490                          SUPERSEDED SURVEY CONTROL
 DE7490
 DE7490.No superseded survey control is available for this station.
 DE7490
 DE7490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN103826(NAD 83)
 DE7490_MARKER: DD = SURVEY DISK
 DE7490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7490_STAMPING: 2K56 2001
 DE7490_MARK LOGO: WIDT  
 DE7490_PROJECTION: FLUSH
 DE7490_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7490+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2003
 DE7490
 DE7490  HISTORY     - Date     Condition        Report By
 DE7490  HISTORY     - 2000     MONUMENTED       WIDT
 DE7490  HISTORY     - 20031109 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7492 ***********************************************************************
 DE7492  DESIGNATION -  2K57
 DE7492  PID         -  DE7492
 DE7492  STATE/COUNTY-  WI/WAUKESHA
 DE7492  USGS QUAD   -  MENOMONEE FALLS (1994)
 DE7492
 DE7492                         *CURRENT SURVEY CONTROL
 DE7492  ___________________________________________________________________
 DE7492* NAD 83(1986)-  43 11 30.     (N)    088 03 50.     (W)     SCALED    
 DE7492* NAVD 88     -       233.124  (meters)     764.84   (feet)  ADJUSTED  
 DE7492  ___________________________________________________________________
 DE7492  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 DE7492  DYNAMIC HT  -         233.066 (meters)     764.65  (feet)  COMP
 DE7492  MODELED GRAV-     980,366.0   (mgal)                       NAVD 88
 DE7492
 DE7492  VERT ORDER  -  SECOND    CLASS I
 DE7492
 DE7492.The horizontal coordinates were scaled from a topographic map and have
 DE7492.an estimated accuracy of +/- 6 seconds.
 DE7492
 DE7492.The orthometric height was determined by differential leveling
 DE7492.and adjusted by the National Geodetic Survey in May 2003..
 DE7492
 DE7492.The geoid height was determined by GEOID03.
 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     -   134,210.      757,360.      MT  (+/- 180 meters Scaled)
 DE7492
 DE7492                          SUPERSEDED SURVEY CONTROL
 DE7492
 DE7492.No superseded survey control is available for this station.
 DE7492
 DE7492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN135826(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7492+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2003
 DE7492
 DE7492  HISTORY     - Date     Condition        Report By
 DE7492  HISTORY     - 2000     MONUMENTED       WIDT
 DE7492  HISTORY     - 2002     GOOD             WIDT
 DE7492  HISTORY     - 20031109 GOOD             USPSQD
 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' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7493 ***********************************************************************
 DE7493  DESIGNATION -  2K58
 DE7493  PID         -  DE7493
 DE7493  STATE/COUNTY-  WI/OZAUKEE
 DE7493  USGS QUAD   -  MENOMONEE FALLS (1994)
 DE7493
 DE7493                         *CURRENT SURVEY CONTROL
 DE7493  ___________________________________________________________________
 DE7493* NAD 83(1986)-  43 11 33.     (N)    088 02 39.     (W)     SCALED    
 DE7493* NAVD 88     -       224.388  (meters)     736.18   (feet)  ADJUSTED  
 DE7493  ___________________________________________________________________
 DE7493  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 DE7493  DYNAMIC HT  -         224.332 (meters)     736.00  (feet)  COMP
 DE7493  MODELED GRAV-     980,366.6   (mgal)                       NAVD 88
 DE7493
 DE7493  VERT ORDER  -  SECOND    CLASS I
 DE7493
 DE7493.The horizontal coordinates were scaled from a topographic map and have
 DE7493.an estimated accuracy of +/- 6 seconds.
 DE7493
 DE7493.The orthometric height was determined by differential leveling
 DE7493.and adjusted by the National Geodetic Survey in May 2003..
 DE7493
 DE7493.The geoid height was determined by GEOID03.
 DE7493
 DE7493.The dynamic height is computed by dividing the NAVD 88
 DE7493.geopotential number by the normal gravity value computed on the
 DE7493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7493.degrees latitude (g = 980.6199 gals.).
 DE7493
 DE7493.The modeled gravity was interpolated from observed gravity values.
 DE7493
 DE7493;                    North         East    Units  Estimated Accuracy
 DE7493;SPC WI S     -   134,340.      758,960.      MT  (+/- 180 meters Scaled)
 DE7493
 DE7493                          SUPERSEDED SURVEY CONTROL
 DE7493
 DE7493.No superseded survey control is available for this station.
 DE7493
 DE7493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN151827(NAD 83)
 DE7493_MARKER: DD = SURVEY DISK
 DE7493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7493_STAMPING: 2K58 2001
 DE7493_MARK LOGO: WIDT  
 DE7493_PROJECTION: FLUSH
 DE7493_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7493+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2003
 DE7493
 DE7493  HISTORY     - Date     Condition        Report By
 DE7493  HISTORY     - 20001010 MONUMENTED       WIDT
 DE7493  HISTORY     - 2002     GOOD             WIDT
 DE7493  HISTORY     - 20031109 GOOD             USPSQD
 DE7493
 DE7493                          STATION DESCRIPTION
 DE7493
 DE7493'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7493'THE STATION IS LOCATED IN THE CITY OF MEQUON.  OWNERSHIP--CITY OF
 DE7493'MEQUON.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 AND
 DE7493'US HIGHWAY 45 WITH COUNTY HIGHWAY Q IN THE VILLAGE OF GERMANTOWN, GO
 DE7493'EAST ON COUNTY HIGHWAY Q FOR 4.8 KM TO WASAUKEE ROAD, CONTINUE EAST
 DE7493'ON COUNTY HIGHWAY Q FOR 1.6 KM TO GRANVILLE ROAD AND THE STATION ON
 DE7493'THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7493'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7493'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DE7493'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 7.5 M WEST OF THE
 DE7493'CENTERLINE OF GRANVILLE ROAD, 26.2 M NORTHEAST OF POWER POLE --98-11
 DE7493'209--, 20.4 M NORTHWEST OF POWER POLE --96-06808--, 19 M SOUTH OF A
 DE7493'GRAVEL FIELD ENTRANCE, 16.2 M NORTH OF A WOOD POST FOR A --STOP--
 DE7493'SIGN, AND 1.0 M EAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 DE7493'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DE7493'ABOVE THE HORIZON EXCEPT FOR POWER POLES TO THE SOUTHWEST AND
 DE7493'SOUTHEAST EXTENDING TO 22 DEGREES  AND POWER LINES TO THE SOUTHEAST
 DE7493'EXTENDING TO 30 DEGREES.
 DE7493
 DE7493                          STATION RECOVERY (2002)
 DE7493
 DE7493'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (DJH)
 DE7493'RECOVERED AS DESCRIBED.
 DE7493
 DE7493                          STATION RECOVERY (2003)
 DE7493
 DE7493'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7494 ***********************************************************************
 DE7494  DESIGNATION -  2K59
 DE7494  PID         -  DE7494
 DE7494  STATE/COUNTY-  WI/OZAUKEE
 DE7494  USGS QUAD   -  MENOMONEE FALLS (1994)
 DE7494
 DE7494                         *CURRENT SURVEY CONTROL
 DE7494  ___________________________________________________________________
 DE7494* NAD 83(1986)-  43 11 33.     (N)    088 01 27.     (W)     SCALED    
 DE7494* NAVD 88     -       224.597  (meters)     736.87   (feet)  ADJUSTED  
 DE7494  ___________________________________________________________________
 DE7494  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 DE7494  DYNAMIC HT  -         224.542 (meters)     736.68  (feet)  COMP
 DE7494  MODELED GRAV-     980,367.1   (mgal)                       NAVD 88
 DE7494
 DE7494  VERT ORDER  -  SECOND    CLASS I
 DE7494
 DE7494.The horizontal coordinates were scaled from a topographic map and have
 DE7494.an estimated accuracy of +/- 6 seconds.
 DE7494
 DE7494.The orthometric height was determined by differential leveling
 DE7494.and adjusted by the National Geodetic Survey in May 2003..
 DE7494
 DE7494.The geoid height was determined by GEOID03.
 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     -   134,380.      760,580.      MT  (+/- 180 meters Scaled)
 DE7494
 DE7494                          SUPERSEDED SURVEY CONTROL
 DE7494
 DE7494.No superseded survey control is available for this station.
 DE7494
 DE7494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN167827(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7494+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2003
 DE7494
 DE7494  HISTORY     - Date     Condition        Report By
 DE7494  HISTORY     - 20001010 MONUMENTED       WIDT
 DE7494  HISTORY     - 20031109 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7495 ***********************************************************************
 DE7495  DESIGNATION -  2K60
 DE7495  PID         -  DE7495
 DE7495  STATE/COUNTY-  WI/OZAUKEE
 DE7495  USGS QUAD   -  MENOMONEE FALLS (1994)
 DE7495
 DE7495                         *CURRENT SURVEY CONTROL
 DE7495  ___________________________________________________________________
 DE7495* NAD 83(1986)-  43 13 01.     (N)    088 00 20.     (W)     SCALED    
 DE7495* NAVD 88     -       228.559  (meters)     749.86   (feet)  ADJUSTED  
 DE7495  ___________________________________________________________________
 DE7495  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 DE7495  DYNAMIC HT  -         228.503 (meters)     749.68  (feet)  COMP
 DE7495  MODELED GRAV-     980,370.3   (mgal)                       NAVD 88
 DE7495
 DE7495  VERT ORDER  -  SECOND    CLASS I
 DE7495
 DE7495.The horizontal coordinates were scaled from a topographic map and have
 DE7495.an estimated accuracy of +/- 6 seconds.
 DE7495
 DE7495.The orthometric height was determined by differential leveling
 DE7495.and adjusted by the National Geodetic Survey in May 2003..
 DE7495
 DE7495.The geoid height was determined by GEOID03.
 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     -   137,130.      762,030.      MT  (+/- 180 meters Scaled)
 DE7495
 DE7495                          SUPERSEDED SURVEY CONTROL
 DE7495
 DE7495.No superseded survey control is available for this station.
 DE7495
 DE7495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN183853(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7495+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2003
 DE7495
 DE7495  HISTORY     - Date     Condition        Report By
 DE7495  HISTORY     - 20001011 MONUMENTED       WIDT
 DE7495  HISTORY     - 20031109 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6146 ***********************************************************************
 AI6146  DESIGNATION -  2K71
 AI6146  PID         -  AI6146
 AI6146  STATE/COUNTY-  WI/DODGE
 AI6146  USGS QUAD   -  NENNO (1976)
 AI6146
 AI6146                         *CURRENT SURVEY CONTROL
 AI6146  ___________________________________________________________________
 AI6146* NAD 83(1997)-  43 25 17.78780(N)    088 24 24.08648(W)     ADJUSTED  
 AI6146* NAVD 88     -       318.014  (meters)    1043.35   (feet)  ADJUSTED  
 AI6146  ___________________________________________________________________
 AI6146  X           -     129,017.253 (meters)                     COMP
 AI6146  Y           -  -4,638,294.933 (meters)                     COMP
 AI6146  Z           -   4,361,834.666 (meters)                     COMP
 AI6146  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AI6146  ELLIP HEIGHT-         283.20  (meters)          (11/17/00) GPS OBS
 AI6146  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 AI6146  DYNAMIC HT  -         317.940 (meters)    1043.11  (feet)  COMP
 AI6146  MODELED GRAV-     980,379.0   (mgal)                       NAVD 88
 AI6146
 AI6146  HORZ ORDER  -  FIRST
 AI6146  VERT ORDER  -  SECOND    CLASS I
 AI6146  ELLP ORDER  -  THIRD     CLASS II
 AI6146
 AI6146.The horizontal coordinates were established by GPS observations
 AI6146.and adjusted by the National Geodetic Survey in July 2000..
 AI6146
 AI6146.The orthometric height was determined by differential leveling
 AI6146.and adjusted by the National Geodetic Survey in October 2000..
 AI6146
 AI6146.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6146
 AI6146.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6146
 AI6146.The ellipsoidal height was determined by GPS observations
 AI6146.and is referenced to NAD 83.
 AI6146
 AI6146.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI6146;SPC WI S     -   159,159.582   729,011.617   MT  0.99993261   +1 05 41.2
 AI6146;SPC WI S     -   522,176.06  2,391,765.61   sFT  0.99993261   +1 05 41.2
 AI6146;UTM  16      - 4,808,596.270   386,129.360   MT  0.99975950   -0 58 01.2
 AI6146
 AI6146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6146!SPC WI S     -   0.99995559  x   0.99993261  =   0.99988820
 AI6146!UTM  16      -   0.99995559  x   0.99975950  =   0.99971510
 AI6146
 AI6146                          SUPERSEDED SURVEY CONTROL
 AI6146
 AI6146  ELLIP H (07/06/00)  283.20   (m)                       GP(       ) 2 1
 AI6146
 AI6146.Superseded values are not recommended for survey control.
 AI6146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6146.See file dsdata.txt to determine how the superseded data were derived.
 AI6146
 AI6146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8612908596(NAD 83)
 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 = OCTOBER  7, 2006
 AI6147 ***********************************************************************
 AI6147  DESIGNATION -  2K72
 AI6147  PID         -  AI6147
 AI6147  STATE/COUNTY-  WI/WASHINGTON
 AI6147  USGS QUAD   -  NENNO (1976)
 AI6147
 AI6147                         *CURRENT SURVEY CONTROL
 AI6147  ___________________________________________________________________
 AI6147* NAD 83(1997)-  43 25 24.80536(N)    088 23 11.34579(W)     ADJUSTED  
 AI6147* NAVD 88     -       318.005  (meters)    1043.32   (feet)  ADJUSTED  
 AI6147  ___________________________________________________________________
 AI6147  X           -     130,648.779 (meters)                     COMP
 AI6147  Y           -  -4,638,100.326 (meters)                     COMP
 AI6147  Z           -   4,361,991.963 (meters)                     COMP
 AI6147  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AI6147  ELLIP HEIGHT-         283.19  (meters)          (11/17/00) GPS OBS
 AI6147  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 AI6147  DYNAMIC HT  -         317.931 (meters)    1043.08  (feet)  COMP
 AI6147  MODELED GRAV-     980,378.3   (mgal)                       NAVD 88
 AI6147
 AI6147  HORZ ORDER  -  FIRST
 AI6147  VERT ORDER  -  SECOND    CLASS I
 AI6147  ELLP ORDER  -  THIRD     CLASS II
 AI6147
 AI6147.The horizontal coordinates were established by GPS observations
 AI6147.and adjusted by the National Geodetic Survey in July 2000..
 AI6147
 AI6147.The orthometric height was determined by differential leveling
 AI6147.and adjusted by the National Geodetic Survey in October 2000..
 AI6147
 AI6147.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6147
 AI6147.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6147
 AI6147.The ellipsoidal height was determined by GPS observations
 AI6147.and is referenced to NAD 83.
 AI6147
 AI6147.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI6147;SPC WI S     -   159,407.558   730,643.301   MT  0.99993262   +1 06 31.1
 AI6147;SPC WI S     -   522,989.63  2,397,118.90   sFT  0.99993262   +1 06 31.1
 AI6147;UTM  16      - 4,808,785.348   387,768.621   MT  0.99975494   -0 57 11.3
 AI6147
 AI6147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6147!SPC WI S     -   0.99995559  x   0.99993262  =   0.99988822
 AI6147!UTM  16      -   0.99995559  x   0.99975494  =   0.99971054
 AI6147
 AI6147                          SUPERSEDED SURVEY CONTROL
 AI6147
 AI6147  ELLIP H (07/06/00)  283.19   (m)                       GP(       ) 2 1
 AI6147
 AI6147.Superseded values are not recommended for survey control.
 AI6147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6147.See file dsdata.txt to determine how the superseded data were derived.
 AI6147
 AI6147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8776908785(NAD 83)
 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 - November 21, 2003
 AI6147
 AI6147  HISTORY     - Date     Condition        Report By
 AI6147  HISTORY     - 1999     MONUMENTED       WIDT
 AI6147  HISTORY     - 20031121 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6148 ***********************************************************************
 AI6148  DESIGNATION -  2K73
 AI6148  PID         -  AI6148
 AI6148  STATE/COUNTY-  WI/WASHINGTON
 AI6148  USGS QUAD   -  ALLENTON (1971)
 AI6148
 AI6148                         *CURRENT SURVEY CONTROL
 AI6148  ___________________________________________________________________
 AI6148* NAD 83(1997)-  43 25 14.72059(N)    088 21 40.06829(W)     ADJUSTED  
 AI6148* NAVD 88     -       325.064  (meters)    1066.48   (feet)  ADJUSTED  
 AI6148  ___________________________________________________________________
 AI6148  X           -     132,707.511 (meters)                     COMP
 AI6148  Y           -  -4,638,261.033 (meters)                     COMP
 AI6148  Z           -   4,361,770.756 (meters)                     COMP
 AI6148  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 AI6148  ELLIP HEIGHT-         290.25  (meters)          (11/17/00) GPS OBS
 AI6148  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 AI6148  DYNAMIC HT  -         324.988 (meters)    1066.23  (feet)  COMP
 AI6148  MODELED GRAV-     980,377.0   (mgal)                       NAVD 88
 AI6148
 AI6148  HORZ ORDER  -  FIRST
 AI6148  VERT ORDER  -  SECOND    CLASS I
 AI6148  ELLP ORDER  -  THIRD     CLASS II
 AI6148
 AI6148.The horizontal coordinates were established by GPS observations
 AI6148.and adjusted by the National Geodetic Survey in July 2000..
 AI6148
 AI6148.The orthometric height was determined by differential leveling
 AI6148.and adjusted by the National Geodetic Survey in October 2000..
 AI6148
 AI6148.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6148
 AI6148.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6148
 AI6148.The ellipsoidal height was determined by GPS observations
 AI6148.and is referenced to NAD 83.
 AI6148
 AI6148.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI6148;SPC WI S     -   159,136.445   732,702.090   MT  0.99993260   +1 07 33.9
 AI6148;SPC WI S     -   522,100.15  2,403,873.44   sFT  0.99993260   +1 07 33.9
 AI6148;UTM  16      - 4,808,440.404   389,815.955   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  =   0.99988709
 AI6148!UTM  16      -   0.99995449  x   0.99974934  =   0.99970384
 AI6148
 AI6148                          SUPERSEDED SURVEY CONTROL
 AI6148
 AI6148  ELLIP H (07/06/00)  290.25   (m)                       GP(       ) 2 1
 AI6148
 AI6148.Superseded values are not recommended for survey control.
 AI6148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6148.See file dsdata.txt to determine how the superseded data were derived.
 AI6148
 AI6148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8981608440(NAD 83)
 AI6148_MARKER: DD = SURVEY DISK
 AI6148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6148_STAMPING: 2K73 1999
 AI6148_MARK LOGO: WIDT  
 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 - November 21, 2003
 AI6148
 AI6148  HISTORY     - Date     Condition        Report By
 AI6148  HISTORY     - 1999     MONUMENTED       WIDT
 AI6148  HISTORY     - 20031121 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6149 ***********************************************************************
 AI6149  DESIGNATION -  2K74
 AI6149  PID         -  AI6149
 AI6149  STATE/COUNTY-  WI/WASHINGTON
 AI6149  USGS QUAD   -  ALLENTON (1971)
 AI6149
 AI6149                         *CURRENT SURVEY CONTROL
 AI6149  ___________________________________________________________________
 AI6149* NAD 83(1997)-  43 25 26.15883(N)    088 20 08.40192(W)     ADJUSTED  
 AI6149* NAVD 88     -       312.186  (meters)    1024.23   (feet)  ADJUSTED  
 AI6149  ___________________________________________________________________
 AI6149  X           -     134,761.473 (meters)                     COMP
 AI6149  Y           -  -4,637,949.705 (meters)                     COMP
 AI6149  Z           -   4,362,018.308 (meters)                     COMP
 AI6149  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 AI6149  ELLIP HEIGHT-         277.38  (meters)          (11/17/00) GPS OBS
 AI6149  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 AI6149  DYNAMIC HT  -         312.113 (meters)    1023.99  (feet)  COMP
 AI6149  MODELED GRAV-     980,376.4   (mgal)                       NAVD 88
 AI6149
 AI6149  HORZ ORDER  -  FIRST
 AI6149  VERT ORDER  -  SECOND    CLASS I
 AI6149  ELLP ORDER  -  THIRD     CLASS II
 AI6149
 AI6149.The horizontal coordinates were established by GPS observations
 AI6149.and adjusted by the National Geodetic Survey in July 2000..
 AI6149
 AI6149.The orthometric height was determined by differential leveling
 AI6149.and adjusted by the National Geodetic Survey in October 2000..
 AI6149
 AI6149.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6149
 AI6149.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6149
 AI6149.The ellipsoidal height was determined by GPS observations
 AI6149.and is referenced to NAD 83.
 AI6149
 AI6149.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI6149;SPC WI S     -   159,530.187   734,756.547   MT  0.99993263   +1 08 36.8
 AI6149;SPC WI S     -   523,391.96  2,410,613.77   sFT  0.99993263   +1 08 36.8
 AI6149;UTM  16      - 4,808,759.919   391,882.862   MT  0.99974379   -0 55 05.6
 AI6149
 AI6149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6149!SPC WI S     -   0.99995650  x   0.99993263  =   0.99988914
 AI6149!UTM  16      -   0.99995650  x   0.99974379  =   0.99970031
 AI6149
 AI6149                          SUPERSEDED SURVEY CONTROL
 AI6149
 AI6149  ELLIP H (07/06/00)  277.38   (m)                       GP(       ) 2 1
 AI6149
 AI6149.Superseded values are not recommended for survey control.
 AI6149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6149.See file dsdata.txt to determine how the superseded data were derived.
 AI6149
 AI6149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9188308760(NAD 83)
 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 - November 21, 2003
 AI6149
 AI6149  HISTORY     - Date     Condition        Report By
 AI6149  HISTORY     - 1999     MONUMENTED       WIDT
 AI6149  HISTORY     - 20031121 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6150 ***********************************************************************
 AI6150  DESIGNATION -  2K75
 AI6150  PID         -  AI6150
 AI6150  STATE/COUNTY-  WI/WASHINGTON
 AI6150  USGS QUAD   -  ALLENTON (1971)
 AI6150
 AI6150                         *CURRENT SURVEY CONTROL
 AI6150  ___________________________________________________________________
 AI6150* NAD 83(1997)-  43 25 37.77751(N)    088 19 38.55580(W)     ADJUSTED  
 AI6150* NAVD 88     -       328.062  (meters)    1076.32   (feet)  ADJUSTED  
 AI6150  ___________________________________________________________________
 AI6150  X           -     135,425.716 (meters)                     COMP
 AI6150  Y           -  -4,637,695.287 (meters)                     COMP
 AI6150  Z           -   4,362,289.646 (meters)                     COMP
 AI6150  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AI6150  ELLIP HEIGHT-         293.25  (meters)          (11/17/00) GPS OBS
 AI6150  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 AI6150  DYNAMIC HT  -         327.986 (meters)    1076.07  (feet)  COMP
 AI6150  MODELED GRAV-     980,376.5   (mgal)                       NAVD 88
 AI6150
 AI6150  HORZ ORDER  -  FIRST
 AI6150  VERT ORDER  -  SECOND    CLASS I
 AI6150  ELLP ORDER  -  THIRD     CLASS II
 AI6150
 AI6150.The horizontal coordinates were established by GPS observations
 AI6150.and adjusted by the National Geodetic Survey in July 2000..
 AI6150
 AI6150.The orthometric height was determined by differential leveling
 AI6150.and adjusted by the National Geodetic Survey in October 2000..
 AI6150
 AI6150.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6150
 AI6150.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6150
 AI6150.The ellipsoidal height was determined by GPS observations
 AI6150.and is referenced to NAD 83.
 AI6150
 AI6150.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI6150;SPC WI S     -   159,902.090   735,420.532   MT  0.99993265   +1 08 57.4
 AI6150;SPC WI S     -   524,612.11  2,412,792.20   sFT  0.99993265   +1 08 57.4
 AI6150;UTM  16      - 4,809,107.627   392,559.669   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  =   0.99988667
 AI6150!UTM  16      -   0.99995402  x   0.99974199  =   0.99969602
 AI6150
 AI6150                          SUPERSEDED SURVEY CONTROL
 AI6150
 AI6150  ELLIP H (07/06/00)  293.25   (m)                       GP(       ) 2 1
 AI6150
 AI6150.Superseded values are not recommended for survey control.
 AI6150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6150.See file dsdata.txt to determine how the superseded data were derived.
 AI6150
 AI6150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9256009108(NAD 83)
 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 - November 21, 2003
 AI6150
 AI6150  HISTORY     - Date     Condition        Report By
 AI6150  HISTORY     - 1999     MONUMENTED       WIDT
 AI6150  HISTORY     - 20031121 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6151 ***********************************************************************
 AI6151  DESIGNATION -  2K76
 AI6151  PID         -  AI6151
 AI6151  STATE/COUNTY-  WI/WASHINGTON
 AI6151  USGS QUAD   -  ALLENTON (1971)
 AI6151
 AI6151                         *CURRENT SURVEY CONTROL
 AI6151  ___________________________________________________________________
 AI6151* NAD 83(1997)-  43 25 39.39446(N)    088 18 24.15369(W)     ADJUSTED  
 AI6151* NAVD 88     -       343.002  (meters)    1125.33   (feet)  ADJUSTED  
 AI6151  ___________________________________________________________________
 AI6151  X           -     137,097.884 (meters)                     COMP
 AI6151  Y           -  -4,637,622.691 (meters)                     COMP
 AI6151  Z           -   4,362,336.158 (meters)                     COMP
 AI6151  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 AI6151  ELLIP HEIGHT-         308.19  (meters)          (11/17/00) GPS OBS
 AI6151  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 AI6151  DYNAMIC HT  -         342.922 (meters)    1125.07  (feet)  COMP
 AI6151  MODELED GRAV-     980,376.2   (mgal)                       NAVD 88
 AI6151
 AI6151  HORZ ORDER  -  FIRST
 AI6151  VERT ORDER  -  SECOND    CLASS I
 AI6151  ELLP ORDER  -  THIRD     CLASS II
 AI6151
 AI6151.The horizontal coordinates were established by GPS observations
 AI6151.and adjusted by the National Geodetic Survey in July 2000..
 AI6151
 AI6151.The orthometric height was determined by differential leveling
 AI6151.and adjusted by the National Geodetic Survey in October 2000..
 AI6151
 AI6151.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6151
 AI6151.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6151
 AI6151.The ellipsoidal height was determined by GPS observations
 AI6151.and is referenced to NAD 83.
 AI6151
 AI6151.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI6151;SPC WI S     -   159,985.749   737,092.573   MT  0.99993265   +1 09 48.5
 AI6151;SPC WI S     -   524,886.58  2,418,277.88   sFT  0.99993265   +1 09 48.5
 AI6151;UTM  16      - 4,809,131.070   394,233.314   MT  0.99973760   -0 53 54.1
 AI6151
 AI6151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6151!SPC WI S     -   0.99995167  x   0.99993265  =   0.99988433
 AI6151!UTM  16      -   0.99995167  x   0.99973760  =   0.99968929
 AI6151
 AI6151                          SUPERSEDED SURVEY CONTROL
 AI6151
 AI6151  ELLIP H (07/06/00)  308.19   (m)                       GP(       ) 2 1
 AI6151
 AI6151.Superseded values are not recommended for survey control.
 AI6151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6151.See file dsdata.txt to determine how the superseded data were derived.
 AI6151
 AI6151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9423309131(NAD 83)
 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 - November 21, 2003
 AI6151
 AI6151  HISTORY     - Date     Condition        Report By
 AI6151  HISTORY     - 1999     MONUMENTED       WIDT
 AI6151  HISTORY     - 20031121 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6152 ***********************************************************************
 AI6152  DESIGNATION -  2K77
 AI6152  PID         -  AI6152
 AI6152  STATE/COUNTY-  WI/WASHINGTON
 AI6152  USGS QUAD   -  ALLENTON (1971)
 AI6152
 AI6152                         *CURRENT SURVEY CONTROL
 AI6152  ___________________________________________________________________
 AI6152* NAD 83(1997)-  43 25 36.81075(N)    088 16 16.11338(W)     ADJUSTED  
 AI6152* NAVD 88     -       354.603  (meters)    1163.39   (feet)  ADJUSTED  
 AI6152  ___________________________________________________________________
 AI6152  X           -     139,978.602 (meters)                     COMP
 AI6152  Y           -  -4,637,599.898 (meters)                     COMP
 AI6152  Z           -   4,362,286.214 (meters)                     COMP
 AI6152  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 AI6152  ELLIP HEIGHT-         319.78  (meters)          (11/17/00) GPS OBS
 AI6152  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 AI6152  DYNAMIC HT  -         354.520 (meters)    1163.12  (feet)  COMP
 AI6152  MODELED GRAV-     980,376.3   (mgal)                       NAVD 88
 AI6152
 AI6152  HORZ ORDER  -  FIRST
 AI6152  VERT ORDER  -  SECOND    CLASS I
 AI6152  ELLP ORDER  -  THIRD     CLASS II
 AI6152
 AI6152.The horizontal coordinates were established by GPS observations
 AI6152.and adjusted by the National Geodetic Survey in July 2000..
 AI6152
 AI6152.The orthometric height was determined by differential leveling
 AI6152.and adjusted by the National Geodetic Survey in October 2000..
 AI6152
 AI6152.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6152
 AI6152.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6152
 AI6152.The ellipsoidal height was determined by GPS observations
 AI6152.and is referenced to NAD 83.
 AI6152
 AI6152.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI6152;SPC WI S     -   159,965.122   739,973.380   MT  0.99993265   +1 11 16.5
 AI6152;SPC WI S     -   524,818.90  2,427,729.33   sFT  0.99993265   +1 11 16.5
 AI6152;UTM  16      - 4,809,006.836   397,110.943   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  =   0.99988251
 AI6152!UTM  16      -   0.99994986  x   0.99973022  =   0.99968009
 AI6152
 AI6152                          SUPERSEDED SURVEY CONTROL
 AI6152
 AI6152  ELLIP H (07/06/00)  319.78   (m)                       GP(       ) 2 1
 AI6152
 AI6152.Superseded values are not recommended for survey control.
 AI6152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6152.See file dsdata.txt to determine how the superseded data were derived.
 AI6152
 AI6152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9711109007(NAD 83)
 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 - November 21, 2003
 AI6152
 AI6152  HISTORY     - Date     Condition        Report By
 AI6152  HISTORY     - 1999     MONUMENTED       WIDT
 AI6152  HISTORY     - 20031121 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6153 ***********************************************************************
 AI6153  DESIGNATION -  2K78
 AI6153  PID         -  AI6153
 AI6153  STATE/COUNTY-  WI/WASHINGTON
 AI6153  USGS QUAD   -  ALLENTON (1971)
 AI6153
 AI6153                         *CURRENT SURVEY CONTROL
 AI6153  ___________________________________________________________________
 AI6153* NAD 83(1997)-  43 25 39.38350(N)    088 15 11.28296(W)     ADJUSTED  
 AI6153* NAVD 88     -       325.535  (meters)    1068.03   (feet)  ADJUSTED  
 AI6153  ___________________________________________________________________
 AI6153  X           -     141,433.916 (meters)                     COMP
 AI6153  Y           -  -4,637,480.004 (meters)                     COMP
 AI6153  Z           -   4,362,323.889 (meters)                     COMP
 AI6153  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 AI6153  ELLIP HEIGHT-         290.70  (meters)          (11/17/00) GPS OBS
 AI6153  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 AI6153  DYNAMIC HT  -         325.459 (meters)    1067.78  (feet)  COMP
 AI6153  MODELED GRAV-     980,377.2   (mgal)                       NAVD 88
 AI6153
 AI6153  HORZ ORDER  -  FIRST
 AI6153  VERT ORDER  -  SECOND    CLASS I
 AI6153  ELLP ORDER  -  THIRD     CLASS II
 AI6153
 AI6153.The horizontal coordinates were established by GPS observations
 AI6153.and adjusted by the National Geodetic Survey in July 2000..
 AI6153
 AI6153.The orthometric height was determined by differential leveling
 AI6153.and adjusted by the National Geodetic Survey in October 2000..
 AI6153
 AI6153.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6153
 AI6153.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6153
 AI6153.The ellipsoidal height was determined by GPS observations
 AI6153.and is referenced to NAD 83.
 AI6153
 AI6153.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI6153;SPC WI S     -   160,074.884   741,429.522   MT  0.99993265   +1 12 01.0
 AI6153;SPC WI S     -   525,179.02  2,432,506.69   sFT  0.99993265   +1 12 01.0
 AI6153;UTM  16      - 4,809,064.127   398,569.793   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  =   0.99988707
 AI6153!UTM  16      -   0.99995442  x   0.99972655  =   0.99968098
 AI6153
 AI6153                          SUPERSEDED SURVEY CONTROL
 AI6153
 AI6153  ELLIP H (07/06/00)  290.70   (m)                       GP(       ) 2 1
 AI6153
 AI6153.Superseded values are not recommended for survey control.
 AI6153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6153.See file dsdata.txt to determine how the superseded data were derived.
 AI6153
 AI6153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9857009064(NAD 83)
 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 - November 21, 2003
 AI6153
 AI6153  HISTORY     - Date     Condition        Report By
 AI6153  HISTORY     - 1999     MONUMENTED       WIDT
 AI6153  HISTORY     - 20031121 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6154 ***********************************************************************
 AI6154  DESIGNATION -  2K79
 AI6154  PID         -  AI6154
 AI6154  STATE/COUNTY-  WI/WASHINGTON
 AI6154  USGS QUAD   -  WEST BEND (1994)
 AI6154
 AI6154                         *CURRENT SURVEY CONTROL
 AI6154  ___________________________________________________________________
 AI6154* NAD 83(1997)-  43 25 38.87652(N)    088 13 58.48918(W)     ADJUSTED  
 AI6154* NAVD 88     -       306.145  (meters)    1004.41   (feet)  ADJUSTED  
 AI6154  ___________________________________________________________________
 AI6154  X           -     143,070.437 (meters)                     COMP
 AI6154  Y           -  -4,637,426.477 (meters)                     COMP
 AI6154  Z           -   4,362,299.196 (meters)                     COMP
 AI6154  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 AI6154  ELLIP HEIGHT-         271.31  (meters)          (11/17/00) GPS OBS
 AI6154  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 AI6154  DYNAMIC HT  -         306.073 (meters)    1004.17  (feet)  COMP
 AI6154  MODELED GRAV-     980,378.6   (mgal)                       NAVD 88
 AI6154
 AI6154  HORZ ORDER  -  FIRST
 AI6154  VERT ORDER  -  SECOND    CLASS I
 AI6154  ELLP ORDER  -  THIRD     CLASS II
 AI6154
 AI6154.The horizontal coordinates were established by GPS observations
 AI6154.and adjusted by the National Geodetic Survey in July 2000..
 AI6154
 AI6154.The orthometric height was determined by differential leveling
 AI6154.and adjusted by the National Geodetic Survey in October 2000..
 AI6154
 AI6154.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6154
 AI6154.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6154
 AI6154.The ellipsoidal height was determined by GPS observations
 AI6154.and is referenced to NAD 83.
 AI6154
 AI6154.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI6154;SPC WI S     -   160,093.736   743,066.699   MT  0.99993265   +1 12 51.0
 AI6154;SPC WI S     -   525,240.87  2,437,877.99   sFT  0.99993265   +1 12 51.0
 AI6154;UTM  16      - 4,809,024.074   400,206.247   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  =   0.99989011
 AI6154!UTM  16      -   0.99995746  x   0.99972250  =   0.99967997
 AI6154
 AI6154                          SUPERSEDED SURVEY CONTROL
 AI6154
 AI6154  ELLIP H (07/06/00)  271.31   (m)                       GP(       ) 2 1
 AI6154
 AI6154.Superseded values are not recommended for survey control.
 AI6154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6154.See file dsdata.txt to determine how the superseded data were derived.
 AI6154
 AI6154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0020609024(NAD 83)
 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 - November 21, 2003
 AI6154
 AI6154  HISTORY     - Date     Condition        Report By
 AI6154  HISTORY     - 1999     MONUMENTED       WIDT
 AI6154  HISTORY     - 20031121 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6069 ***********************************************************************
 AI6069  DESIGNATION -  2K80
 AI6069  PID         -  AI6069
 AI6069  STATE/COUNTY-  WI/WASHINGTON
 AI6069  USGS QUAD   -  WEST BEND (1994)
 AI6069
 AI6069                         *CURRENT SURVEY CONTROL
 AI6069  ___________________________________________________________________
 AI6069* NAD 83(1997)-  43 26 15.03439(N)    088 13 11.37424(W)     ADJUSTED  
 AI6069* NAVD 88     -       307.523  (meters)    1008.93   (feet)  ADJUSTED  
 AI6069  ___________________________________________________________________
 AI6069  X           -     144,105.910 (meters)                     COMP
 AI6069  Y           -  -4,636,627.824 (meters)                     COMP
 AI6069  Z           -   4,363,110.497 (meters)                     COMP
 AI6069  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 AI6069  ELLIP HEIGHT-         272.66  (meters)          (11/17/00) GPS OBS
 AI6069  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 AI6069  DYNAMIC HT  -         307.452 (meters)    1008.70  (feet)  COMP
 AI6069  MODELED GRAV-     980,381.1   (mgal)                       NAVD 88
 AI6069
 AI6069  HORZ ORDER  -  FIRST
 AI6069  VERT ORDER  -  SECOND    CLASS I
 AI6069  ELLP ORDER  -  THIRD     CLASS II
 AI6069
 AI6069.The horizontal coordinates were established by GPS observations
 AI6069.and adjusted by the National Geodetic Survey in July 2000..
 AI6069
 AI6069.The orthometric height was determined by differential leveling
 AI6069.and adjusted by the National Geodetic Survey in October 2000..
 AI6069
 AI6069.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6069
 AI6069.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6069
 AI6069.The ellipsoidal height was determined by GPS observations
 AI6069.and is referenced to NAD 83.
 AI6069
 AI6069.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI6069;SPC WI S     -   161,231.827   744,102.308   MT  0.99993275   +1 13 23.4
 AI6069;SPC WI S     -   528,974.75  2,441,275.66   sFT  0.99993275   +1 13 23.4
 AI6069;UTM  16      - 4,810,123.937   401,281.905   MT  0.99971987   -0 50 19.6
 AI6069
 AI6069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6069!SPC WI S     -   0.99995724  x   0.99993275  =   0.99989000
 AI6069!UTM  16      -   0.99995724  x   0.99971987  =   0.99967713
 AI6069
 AI6069                          SUPERSEDED SURVEY CONTROL
 AI6069
 AI6069  ELLIP H (07/06/00)  272.66   (m)                       GP(       ) 2 1
 AI6069
 AI6069.Superseded values are not recommended for survey control.
 AI6069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6069.See file dsdata.txt to determine how the superseded data were derived.
 AI6069
 AI6069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0128210124(NAD 83)
 AI6069_MARKER: DD = SURVEY DISK
 AI6069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6069_STAMPING: 2K80 1999
 AI6069_MARK LOGO: WIDT  
 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 - November 21, 2003
 AI6069
 AI6069  HISTORY     - Date     Condition        Report By
 AI6069  HISTORY     - 1999     MONUMENTED       WIDT
 AI6069  HISTORY     - 20031121 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6155 ***********************************************************************
 AI6155  DESIGNATION -  2K81
 AI6155  PID         -  AI6155
 AI6155  STATE/COUNTY-  WI/WASHINGTON
 AI6155  USGS QUAD   -  WEST BEND (1994)
 AI6155
 AI6155                         *CURRENT SURVEY CONTROL
 AI6155  ___________________________________________________________________
 AI6155* NAD 83(1997)-  43 25 39.00772(N)    088 12 28.05675(W)     ADJUSTED  
 AI6155* NAVD 88     -       297.774  (meters)     976.95   (feet)  ADJUSTED  
 AI6155  ___________________________________________________________________
 AI6155  X           -     145,103.327 (meters)                     COMP
 AI6155  Y           -  -4,637,354.433 (meters)                     COMP
 AI6155  Z           -   4,362,296.370 (meters)                     COMP
 AI6155  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 AI6155  ELLIP HEIGHT-         262.92  (meters)          (11/17/00) GPS OBS
 AI6155  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 AI6155  DYNAMIC HT  -         297.705 (meters)     976.72  (feet)  COMP
 AI6155  MODELED GRAV-     980,381.0   (mgal)                       NAVD 88
 AI6155
 AI6155  HORZ ORDER  -  FIRST
 AI6155  VERT ORDER  -  SECOND    CLASS I
 AI6155  ELLP ORDER  -  THIRD     CLASS II
 AI6155
 AI6155.The horizontal coordinates were established by GPS observations
 AI6155.and adjusted by the National Geodetic Survey in July 2000..
 AI6155
 AI6155.The orthometric height was determined by differential leveling
 AI6155.and adjusted by the National Geodetic Survey in October 2000..
 AI6155
 AI6155.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6155
 AI6155.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6155
 AI6155.The ellipsoidal height was determined by GPS observations
 AI6155.and is referenced to NAD 83.
 AI6155
 AI6155.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI6155;SPC WI S     -   160,141.188   745,100.074   MT  0.99993265   +1 13 53.2
 AI6155;SPC WI S     -   525,396.55  2,444,549.16   sFT  0.99993265   +1 13 53.2
 AI6155;UTM  16      - 4,808,998.346   402,239.581   MT  0.99971756   -0 49 49.2
 AI6155
 AI6155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6155!SPC WI S     -   0.99995877  x   0.99993265  =   0.99989142
 AI6155!UTM  16      -   0.99995877  x   0.99971756  =   0.99967634
 AI6155
 AI6155                          SUPERSEDED SURVEY CONTROL
 AI6155
 AI6155  ELLIP H (07/06/00)  262.92   (m)                       GP(       ) 2 1
 AI6155
 AI6155.Superseded values are not recommended for survey control.
 AI6155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6155.See file dsdata.txt to determine how the superseded data were derived.
 AI6155
 AI6155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0224008998(NAD 83)
 AI6155_MARKER: DD = SURVEY DISK
 AI6155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6155_STAMPING: 2K81 1999
 AI6155_MARK LOGO: WIDT  
 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 - November 21, 2003
 AI6155
 AI6155  HISTORY     - Date     Condition        Report By
 AI6155  HISTORY     - 1999     MONUMENTED       WIDT
 AI6155  HISTORY     - 20031121 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6156 ***********************************************************************
 AI6156  DESIGNATION -  2K82
 AI6156  PID         -  AI6156
 AI6156  STATE/COUNTY-  WI/WASHINGTON
 AI6156  USGS QUAD   -  WEST BEND (1994)
 AI6156
 AI6156                         *CURRENT SURVEY CONTROL
 AI6156  ___________________________________________________________________
 AI6156* NAD 83(1986)-  43 25 25.     (N)    088 11 36.     (W)     SCALED    
 AI6156* NAVD 88     -       284.298  (meters)     932.73   (feet)  ADJUSTED  
 AI6156  ___________________________________________________________________
 AI6156  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 AI6156  DYNAMIC HT  -         284.233 (meters)     932.52  (feet)  COMP
 AI6156  MODELED GRAV-     980,382.2   (mgal)                       NAVD 88
 AI6156
 AI6156  VERT ORDER  -  SECOND    CLASS I
 AI6156
 AI6156.The horizontal coordinates were scaled from a topographic map and have
 AI6156.an estimated accuracy of +/- 6 seconds.
 AI6156
 AI6156.The orthometric height was determined by differential leveling
 AI6156.and adjusted by the National Geodetic Survey in October 2000..
 AI6156
 AI6156.The geoid height was determined by GEOID03.
 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     -   159,730.      746,280.      MT  (+/- 180 meters Scaled)
 AI6156
 AI6156                          SUPERSEDED SURVEY CONTROL
 AI6156
 AI6156.No superseded survey control is available for this station.
 AI6156
 AI6156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP034085(NAD 83)
 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 - November 21, 2003
 AI6156
 AI6156  HISTORY     - Date     Condition        Report By
 AI6156  HISTORY     - 1999     MONUMENTED       WIDT
 AI6156  HISTORY     - 20031121 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6157 ***********************************************************************
 AI6157  DESIGNATION -  2K83
 AI6157  PID         -  AI6157
 AI6157  STATE/COUNTY-  WI/WASHINGTON
 AI6157  USGS QUAD   -  WEST BEND (1994)
 AI6157
 AI6157                         *CURRENT SURVEY CONTROL
 AI6157  ___________________________________________________________________
 AI6157* NAD 83(1986)-  43 25 11.     (N)    088 10 30.     (W)     SCALED    
 AI6157* NAVD 88     -       270.183  (meters)     886.43   (feet)  ADJUSTED  
 AI6157  ___________________________________________________________________
 AI6157  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 AI6157  DYNAMIC HT  -         270.121 (meters)     886.22  (feet)  COMP
 AI6157  MODELED GRAV-     980,384.0   (mgal)                       NAVD 88
 AI6157
 AI6157  VERT ORDER  -  SECOND    CLASS I
 AI6157
 AI6157.The horizontal coordinates were scaled from a topographic map and have
 AI6157.an estimated accuracy of +/- 6 seconds.
 AI6157
 AI6157.The orthometric height was determined by differential leveling
 AI6157.and adjusted by the National Geodetic Survey in October 2000..
 AI6157
 AI6157.The geoid height was determined by GEOID03.
 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     -   159,340.      747,770.      MT  (+/- 180 meters Scaled)
 AI6157
 AI6157                          SUPERSEDED SURVEY CONTROL
 AI6157
 AI6157.No superseded survey control is available for this station.
 AI6157
 AI6157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP048080(NAD 83)
 AI6157_MARKER: DD = SURVEY DISK
 AI6157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6157_STAMPING: 2K83 1999
 AI6157_MARK LOGO: WIDT  
 AI6157_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6157+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2003
 AI6157
 AI6157  HISTORY     - Date     Condition        Report By
 AI6157  HISTORY     - 1999     MONUMENTED       WIDT
 AI6157  HISTORY     - 20031121 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7469 ***********************************************************************
 DE7469  DESIGNATION -  2L01
 DE7469  PID         -  DE7469
 DE7469  STATE/COUNTY-  WI/WASHINGTON
 DE7469  USGS QUAD   -  NEWBURG (1994)
 DE7469
 DE7469                         *CURRENT SURVEY CONTROL
 DE7469  ___________________________________________________________________
 DE7469* NAD 83(1986)-  43 25 36.     (N)    088 06 57.     (W)     SCALED    
 DE7469* NAVD 88     -       262.504  (meters)     861.23   (feet)  ADJUSTED  
 DE7469  ___________________________________________________________________
 DE7469  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 DE7469  DYNAMIC HT  -         262.446 (meters)     861.04  (feet)  COMP
 DE7469  MODELED GRAV-     980,390.9   (mgal)                       NAVD 88
 DE7469
 DE7469  VERT ORDER  -  SECOND    CLASS I
 DE7469
 DE7469.The horizontal coordinates were scaled from a topographic map and have
 DE7469.an estimated accuracy of +/- 6 seconds.
 DE7469
 DE7469.The orthometric height was determined by differential leveling
 DE7469.and adjusted by the National Geodetic Survey in May 2003..
 DE7469
 DE7469.The geoid height was determined by GEOID03.
 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     -   160,210.      752,550.      MT  (+/- 180 meters Scaled)
 DE7469
 DE7469                          SUPERSEDED SURVEY CONTROL
 DE7469
 DE7469.No superseded survey control is available for this station.
 DE7469
 DE7469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP096088(NAD 83)
 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 - November 21, 2003
 DE7469
 DE7469  HISTORY     - Date     Condition        Report By
 DE7469  HISTORY     - 2000     MONUMENTED       WIDT
 DE7469  HISTORY     - 20031121 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7470 ***********************************************************************
 DE7470  DESIGNATION -  2L02
 DE7470  PID         -  DE7470
 DE7470  STATE/COUNTY-  WI/WASHINGTON
 DE7470  USGS QUAD   -  NEWBURG (1994)
 DE7470
 DE7470                         *CURRENT SURVEY CONTROL
 DE7470  ___________________________________________________________________
 DE7470* NAD 83(1986)-  43 25 32.     (N)    088 05 24.     (W)     SCALED    
 DE7470* NAVD 88     -       264.809  (meters)     868.79   (feet)  ADJUSTED  
 DE7470  ___________________________________________________________________
 DE7470  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 DE7470  DYNAMIC HT  -         264.751 (meters)     868.60  (feet)  COMP
 DE7470  MODELED GRAV-     980,391.8   (mgal)                       NAVD 88
 DE7470
 DE7470  VERT ORDER  -  SECOND    CLASS I
 DE7470
 DE7470.The horizontal coordinates were scaled from a topographic map and have
 DE7470.an estimated accuracy of +/- 6 seconds.
 DE7470
 DE7470.The orthometric height was determined by differential leveling
 DE7470.and adjusted by the National Geodetic Survey in May 2003..
 DE7470
 DE7470.The geoid height was determined by GEOID03.
 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     -   160,140.      754,640.      MT  (+/- 180 meters Scaled)
 DE7470
 DE7470                          SUPERSEDED SURVEY CONTROL
 DE7470
 DE7470.No superseded survey control is available for this station.
 DE7470
 DE7470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP117086(NAD 83)
 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 - November 21, 2003
 DE7470
 DE7470  HISTORY     - Date     Condition        Report By
 DE7470  HISTORY     - 2000     MONUMENTED       WIDT
 DE7470  HISTORY     - 20031121 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7471 ***********************************************************************
 DE7471  DESIGNATION -  2L03
 DE7471  PID         -  DE7471
 DE7471  STATE/COUNTY-  WI/WASHINGTON
 DE7471  USGS QUAD   -  NEWBURG (1994)
 DE7471
 DE7471                         *CURRENT SURVEY CONTROL
 DE7471  ___________________________________________________________________
 DE7471* NAD 83(1986)-  43 25 23.     (N)    088 04 07.     (W)     SCALED    
 DE7471* NAVD 88     -       267.404  (meters)     877.31   (feet)  ADJUSTED  
 DE7471  ___________________________________________________________________
 DE7471  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 DE7471  DYNAMIC HT  -         267.345 (meters)     877.11  (feet)  COMP
 DE7471  MODELED GRAV-     980,391.8   (mgal)                       NAVD 88
 DE7471
 DE7471  VERT ORDER  -  SECOND    CLASS I
 DE7471
 DE7471.The horizontal coordinates were scaled from a topographic map and have
 DE7471.an estimated accuracy of +/- 6 seconds.
 DE7471
 DE7471.The orthometric height was determined by differential leveling
 DE7471.and adjusted by the National Geodetic Survey in May 2003..
 DE7471
 DE7471.The geoid height was determined by GEOID03.
 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     -   159,900.      756,380.      MT  (+/- 180 meters Scaled)
 DE7471
 DE7471                          SUPERSEDED SURVEY CONTROL
 DE7471
 DE7471.No superseded survey control is available for this station.
 DE7471
 DE7471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP134083(NAD 83)
 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 - November 21, 2003
 DE7471
 DE7471  HISTORY     - Date     Condition        Report By
 DE7471  HISTORY     - 2000     MONUMENTED       WIDT
 DE7471  HISTORY     - 20031121 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7473 ***********************************************************************
 DE7473  DESIGNATION -  2L04
 DE7473  PID         -  DE7473
 DE7473  STATE/COUNTY-  WI/OZAUKEE
 DE7473  USGS QUAD   -  NEWBURG (1994)
 DE7473
 DE7473                         *CURRENT SURVEY CONTROL
 DE7473  ___________________________________________________________________
 DE7473* NAD 83(1986)-  43 25 13.     (N)    088 01 35.     (W)     SCALED    
 DE7473* NAVD 88     -       277.055  (meters)     908.97   (feet)  ADJUSTED  
 DE7473  ___________________________________________________________________
 DE7473  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 DE7473  DYNAMIC HT  -         276.994 (meters)     908.77  (feet)  COMP
 DE7473  MODELED GRAV-     980,391.5   (mgal)                       NAVD 88
 DE7473
 DE7473  VERT ORDER  -  SECOND    CLASS I
 DE7473
 DE7473.The horizontal coordinates were scaled from a topographic map and have
 DE7473.an estimated accuracy of +/- 6 seconds.
 DE7473
 DE7473.The orthometric height was determined by differential leveling
 DE7473.and adjusted by the National Geodetic Survey in May 2003..
 DE7473
 DE7473.The geoid height was determined by GEOID03.
 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     -   159,670.      759,800.      MT  (+/- 180 meters Scaled)
 DE7473
 DE7473                          SUPERSEDED SURVEY CONTROL
 DE7473
 DE7473.No superseded survey control is available for this station.
 DE7473
 DE7473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP169079(NAD 83)
 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 - November 21, 2003
 DE7473
 DE7473  HISTORY     - Date     Condition        Report By
 DE7473  HISTORY     - 2000     MONUMENTED       WIDT
 DE7473  HISTORY     - 20031121 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7474 ***********************************************************************
 DE7474  DESIGNATION -  2L05
 DE7474  PID         -  DE7474
 DE7474  STATE/COUNTY-  WI/OZAUKEE
 DE7474  USGS QUAD   -  NEWBURG (1994)
 DE7474
 DE7474                         *CURRENT SURVEY CONTROL
 DE7474  ___________________________________________________________________
 DE7474* NAD 83(1986)-  43 24 32.     (N)    088 00 10.     (W)     SCALED    
 DE7474* NAVD 88     -       272.125  (meters)     892.80   (feet)  ADJUSTED  
 DE7474  ___________________________________________________________________
 DE7474  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 DE7474  DYNAMIC HT  -         272.065 (meters)     892.60  (feet)  COMP
 DE7474  MODELED GRAV-     980,390.6   (mgal)                       NAVD 88
 DE7474
 DE7474  VERT ORDER  -  SECOND    CLASS I
 DE7474
 DE7474.The horizontal coordinates were scaled from a topographic map and have
 DE7474.an estimated accuracy of +/- 6 seconds.
 DE7474
 DE7474.The orthometric height was determined by differential leveling
 DE7474.and adjusted by the National Geodetic Survey in May 2003..
 DE7474
 DE7474.The geoid height was determined by GEOID03.
 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     -   158,450.      761,750.      MT  (+/- 180 meters Scaled)
 DE7474
 DE7474                          SUPERSEDED SURVEY CONTROL
 DE7474
 DE7474.No superseded survey control is available for this station.
 DE7474
 DE7474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP188067(NAD 83)
 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 - November 21, 2003
 DE7474
 DE7474  HISTORY     - Date     Condition        Report By
 DE7474  HISTORY     - 2000     MONUMENTED       WIDT
 DE7474  HISTORY     - 20031121 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7476 ***********************************************************************
 DE7476  DESIGNATION -  2L06
 DE7476  PID         -  DE7476
 DE7476  STATE/COUNTY-  WI/OZAUKEE
 DE7476  USGS QUAD   -  PORT WASHINGTON WEST (1994)
 DE7476
 DE7476                         *CURRENT SURVEY CONTROL
 DE7476  ___________________________________________________________________
 DE7476* NAD 83(1986)-  43 23 31.     (N)    087 58 24.     (W)     SCALED    
 DE7476* NAVD 88     -       249.486  (meters)     818.52   (feet)  ADJUSTED  
 DE7476  ___________________________________________________________________
 DE7476  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 DE7476  DYNAMIC HT  -         249.430 (meters)     818.34  (feet)  COMP
 DE7476  MODELED GRAV-     980,389.6   (mgal)                       NAVD 88
 DE7476
 DE7476  VERT ORDER  -  SECOND    CLASS I
 DE7476
 DE7476.The horizontal coordinates were scaled from a topographic map and have
 DE7476.an estimated accuracy of +/- 6 seconds.
 DE7476
 DE7476.The orthometric height was determined by differential leveling
 DE7476.and adjusted by the National Geodetic Survey in May 2003..
 DE7476
 DE7476.The geoid height was determined by GEOID03.
 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     -   156,630.      764,180.      MT  (+/- 180 meters Scaled)
 DE7476
 DE7476                          SUPERSEDED SURVEY CONTROL
 DE7476
 DE7476.No superseded survey control is available for this station.
 DE7476
 DE7476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP211048(NAD 83)
 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 - November 21, 2003
 DE7476
 DE7476  HISTORY     - Date     Condition        Report By
 DE7476  HISTORY     - 2000     MONUMENTED       WIDT
 DE7476  HISTORY     - 20031121 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7477 ***********************************************************************
 DE7477  DESIGNATION -  2L07
 DE7477  PID         -  DE7477
 DE7477  STATE/COUNTY-  WI/OZAUKEE
 DE7477  USGS QUAD   -  PORT WASHINGTON WEST (1994)
 DE7477
 DE7477                         *CURRENT SURVEY CONTROL
 DE7477  ___________________________________________________________________
 DE7477* NAD 83(1986)-  43 23 00.     (N)    087 57 10.     (W)     SCALED    
 DE7477* NAVD 88     -       237.691  (meters)     779.82   (feet)  ADJUSTED  
 DE7477  ___________________________________________________________________
 DE7477  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 DE7477  DYNAMIC HT  -         237.637 (meters)     779.65  (feet)  COMP
 DE7477  MODELED GRAV-     980,389.1   (mgal)                       NAVD 88
 DE7477
 DE7477  VERT ORDER  -  SECOND    CLASS I
 DE7477
 DE7477.The horizontal coordinates were scaled from a topographic map and have
 DE7477.an estimated accuracy of +/- 6 seconds.
 DE7477
 DE7477.The orthometric height was determined by differential leveling
 DE7477.and adjusted by the National Geodetic Survey in May 2003..
 DE7477
 DE7477.The geoid height was determined by GEOID03.
 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     -   155,710.      765,860.      MT  (+/- 180 meters Scaled)
 DE7477
 DE7477                          SUPERSEDED SURVEY CONTROL
 DE7477
 DE7477.No superseded survey control is available for this station.
 DE7477
 DE7477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP228038(NAD 83)
 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 21, 2003
 DE7477
 DE7477  HISTORY     - Date     Condition        Report By
 DE7477  HISTORY     - 2000     MONUMENTED       WIDT
 DE7477  HISTORY     - 20031121 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7478 ***********************************************************************
 DE7478  DESIGNATION -  2L08
 DE7478  PID         -  DE7478
 DE7478  STATE/COUNTY-  WI/OZAUKEE
 DE7478  USGS QUAD   -  PORT WASHINGTON WEST (1994)
 DE7478
 DE7478                         *CURRENT SURVEY CONTROL
 DE7478  ___________________________________________________________________
 DE7478* NAD 83(1986)-  43 23 03.     (N)    087 55 49.     (W)     SCALED    
 DE7478* NAVD 88     -       229.542  (meters)     753.09   (feet)  ADJUSTED  
 DE7478  ___________________________________________________________________
 DE7478  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 DE7478  DYNAMIC HT  -         229.490 (meters)     752.92  (feet)  COMP
 DE7478  MODELED GRAV-     980,389.3   (mgal)                       NAVD 88
 DE7478
 DE7478  VERT ORDER  -  SECOND    CLASS I
 DE7478
 DE7478.The horizontal coordinates were scaled from a topographic map and have
 DE7478.an estimated accuracy of +/- 6 seconds.
 DE7478
 DE7478.The orthometric height was determined by differential leveling
 DE7478.and adjusted by the National Geodetic Survey in May 2003..
 DE7478
 DE7478.The geoid height was determined by GEOID03.
 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     -   155,850.      767,680.      MT  (+/- 180 meters Scaled)
 DE7478
 DE7478                          SUPERSEDED SURVEY CONTROL
 DE7478
 DE7478.No superseded survey control is available for this station.
 DE7478
 DE7478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP246038(NAD 83)
 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 - November 21, 2003
 DE7478
 DE7478  HISTORY     - Date     Condition        Report By
 DE7478  HISTORY     - 2000     MONUMENTED       WIDT
 DE7478  HISTORY     - 20031121 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7479 ***********************************************************************
 DE7479  DESIGNATION -  2L09
 DE7479  PID         -  DE7479
 DE7479  STATE/COUNTY-  WI/OZAUKEE
 DE7479  USGS QUAD   -  PORT WASHINGTON WEST (1994)
 DE7479
 DE7479                         *CURRENT SURVEY CONTROL
 DE7479  ___________________________________________________________________
 DE7479* NAD 83(1986)-  43 23 15.     (N)    087 54 08.     (W)     SCALED    
 DE7479* NAVD 88     -       233.556  (meters)     766.26   (feet)  ADJUSTED  
 DE7479  ___________________________________________________________________
 DE7479  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 DE7479  DYNAMIC HT  -         233.503 (meters)     766.08  (feet)  COMP
 DE7479  MODELED GRAV-     980,390.0   (mgal)                       NAVD 88
 DE7479
 DE7479  VERT ORDER  -  SECOND    CLASS I
 DE7479
 DE7479.The horizontal coordinates were scaled from a topographic map and have
 DE7479.an estimated accuracy of +/- 6 seconds.
 DE7479
 DE7479.The orthometric height was determined by differential leveling
 DE7479.and adjusted by the National Geodetic Survey in May 2003..
 DE7479
 DE7479.The geoid height was determined by GEOID03.
 DE7479
 DE7479.The dynamic height is computed by dividing the NAVD 88
 DE7479.geopotential number by the normal gravity value computed on the
 DE7479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7479.degrees latitude (g = 980.6199 gals.).
 DE7479
 DE7479.The modeled gravity was interpolated from observed gravity values.
 DE7479
 DE7479;                    North         East    Units  Estimated Accuracy
 DE7479;SPC WI S     -   156,280.      769,950.      MT  (+/- 180 meters Scaled)
 DE7479
 DE7479                          SUPERSEDED SURVEY CONTROL
 DE7479
 DE7479.No superseded survey control is available for this station.
 DE7479
 DE7479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP269042(NAD 83)
 DE7479_MARKER: DD = SURVEY DISK
 DE7479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7479_STAMPING: 2L09 2001
 DE7479_MARK LOGO: WIDT  
 DE7479_PROJECTION: FLUSH
 DE7479_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7479+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2003
 DE7479
 DE7479  HISTORY     - Date     Condition        Report By
 DE7479  HISTORY     - 2000     MONUMENTED       WIDT
 DE7479  HISTORY     - 20031122 GOOD             USPSQD
 DE7479
 DE7479                          STATION DESCRIPTION
 DE7479
 DE7479'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7479'THE STATION IS LOCATED ABOUT 23 KM EAST-SOUTHEAST OF WEST BEND, 8 KM
 DE7479'NORTHEAST OF GRAFTON AND 3 KM WEST OF PORT WASHINGTON.
 DE7479'OWNERSHIP--OZAUKEE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DE7479'INTERSTATE 43 WITH STATE HIGHWAY 33 IN THE VILLAGE OF SAUKVILLE, GO
 DE7479'EAST ON STATE HIGHWAY 33 FOR 2.1 KM TO COUNTY HIGHWAY LL, TURN LEFT
 DE7479'AND GO NORTH ON COUNTY HIGHWAY LL FOR 0.2 KM TO THE STATION ON THE
 DE7479'RIGHT.    THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7479'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7479'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DE7479'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 13.7 M EAST OF THE
 DE7479'CENTERLINE OF COUNTY HIGHWAY LL, 39.1 M NORTH OF A WOOD POST FOR A
 DE7479'--CURVE 25 MPH-- CAUTION SIGN, 21.6 M EAST OF A WOOD POST FOR A
 DE7479'--SAUKVILLE- AND -PORT WASHINGTON-- SIGN, AND 0.9 M WEST OF A WHITE
 DE7479'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DE7479'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7479
 DE7479                          STATION RECOVERY (2003)
 DE7479
 DE7479'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7479'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS NORTH OF HIGHWAY
 DE7479'33, EAST OF THE COUNTY HIGHWAY LL SOUTHBOUND ON-RAMP FROM HIGHWAY 33.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9542 ***********************************************************************
 DF9542  DESIGNATION -  2L10
 DF9542  PID         -  DF9542
 DF9542  STATE/COUNTY-  WI/MILWAUKEE
 DF9542  USGS QUAD   -  MILWAUKEE (1971)
 DF9542
 DF9542                         *CURRENT SURVEY CONTROL
 DF9542  ___________________________________________________________________
 DF9542* NAD 83(1986)-  43 02 36.     (N)    087 58 23.     (W)     SCALED    
 DF9542* NAVD 88     -       191.072  (meters)     626.88   (feet)  ADJUSTED  
 DF9542  ___________________________________________________________________
 DF9542  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 DF9542  DYNAMIC HT  -         191.022 (meters)     626.71  (feet)  COMP
 DF9542  MODELED GRAV-     980,351.2   (mgal)                       NAVD 88
 DF9542
 DF9542  VERT ORDER  -  SECOND    CLASS I
 DF9542
 DF9542.The horizontal coordinates were scaled from a topographic map and have
 DF9542.an estimated accuracy of +/- 6 seconds.
 DF9542
 DF9542.The orthometric height was determined by differential leveling
 DF9542.and adjusted by the National Geodetic Survey in February 2004..
 DF9542
 DF9542.The geoid height was determined by GEOID03.
 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     -   117,910.      765,140.      MT  (+/- 180 meters Scaled)
 DF9542
 DF9542                          SUPERSEDED SURVEY CONTROL
 DF9542
 DF9542.No superseded survey control is available for this station.
 DF9542
 DF9542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN207660(NAD 83)
 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 - 2001
 DF9542
 DF9542  HISTORY     - Date     Condition        Report By
 DF9542  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9543 ***********************************************************************
 DF9543  DESIGNATION -  2L11
 DF9543  PID         -  DF9543
 DF9543  STATE/COUNTY-  WI/MILWAUKEE
 DF9543  USGS QUAD   -  MILWAUKEE (1971)
 DF9543
 DF9543                         *CURRENT SURVEY CONTROL
 DF9543  ___________________________________________________________________
 DF9543* NAD 83(1986)-  43 02 32.     (N)    087 58 13.     (W)     SCALED    
 DF9543* NAVD 88     -       188.032  (meters)     616.90   (feet)  ADJUSTED  
 DF9543  ___________________________________________________________________
 DF9543  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 DF9543  DYNAMIC HT  -         187.982 (meters)     616.74  (feet)  COMP
 DF9543  MODELED GRAV-     980,351.2   (mgal)                       NAVD 88
 DF9543
 DF9543  VERT ORDER  -  SECOND    CLASS I
 DF9543
 DF9543.The horizontal coordinates were scaled from a topographic map and have
 DF9543.an estimated accuracy of +/- 6 seconds.
 DF9543
 DF9543.The orthometric height was determined by differential leveling
 DF9543.and adjusted by the National Geodetic Survey in February 2004..
 DF9543
 DF9543.The geoid height was determined by GEOID03.
 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     -   117,790.      765,370.      MT  (+/- 180 meters Scaled)
 DF9543
 DF9543                          SUPERSEDED SURVEY CONTROL
 DF9543
 DF9543.No superseded survey control is available for this station.
 DF9543
 DF9543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN209659(NAD 83)
 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 - 2001
 DF9543
 DF9543  HISTORY     - Date     Condition        Report By
 DF9543  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9544 ***********************************************************************
 DF9544  DESIGNATION -  2L12
 DF9544  PID         -  DF9544
 DF9544  STATE/COUNTY-  WI/MILWAUKEE
 DF9544  USGS QUAD   -  MILWAUKEE (1971)
 DF9544
 DF9544                         *CURRENT SURVEY CONTROL
 DF9544  ___________________________________________________________________
 DF9544* NAD 83(1986)-  43 02 19.     (N)    087 57 46.     (W)     SCALED    
 DF9544* NAVD 88     -       198.597  (meters)     651.56   (feet)  ADJUSTED  
 DF9544  ___________________________________________________________________
 DF9544  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 DF9544  DYNAMIC HT  -         198.544 (meters)     651.39  (feet)  COMP
 DF9544  MODELED GRAV-     980,350.9   (mgal)                       NAVD 88
 DF9544
 DF9544  VERT ORDER  -  SECOND    CLASS I
 DF9544
 DF9544.The horizontal coordinates were scaled from a topographic map and have
 DF9544.an estimated accuracy of +/- 6 seconds.
 DF9544
 DF9544.The orthometric height was determined by differential leveling
 DF9544.and adjusted by the National Geodetic Survey in February 2004..
 DF9544
 DF9544.The geoid height was determined by GEOID03.
 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     -   117,410.      765,990.      MT  (+/- 180 meters Scaled)
 DF9544
 DF9544                          SUPERSEDED SURVEY CONTROL
 DF9544
 DF9544.No superseded survey control is available for this station.
 DF9544
 DF9544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN215655(NAD 83)
 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 - 2001
 DF9544
 DF9544  HISTORY     - Date     Condition        Report By
 DF9544  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9711 ***********************************************************************
 DF9711  DESIGNATION -  2U01
 DF9711  PID         -  DF9711
 DF9711  STATE/COUNTY-  WI/DANE
 DF9711  USGS QUAD   -  CROSS PLAINS (1982)
 DF9711
 DF9711                         *CURRENT SURVEY CONTROL
 DF9711  ___________________________________________________________________
 DF9711* NAD 83(1986)-  43 00 29.     (N)    089 40 25.     (W)     SCALED    
 DF9711* NAVD 88     -       337.334  (meters)    1106.74   (feet)  ADJUSTED  
 DF9711  ___________________________________________________________________
 DF9711  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 DF9711  DYNAMIC HT  -         337.236 (meters)    1106.42  (feet)  COMP
 DF9711  MODELED GRAV-     980,322.4   (mgal)                       NAVD 88
 DF9711
 DF9711  VERT ORDER  -  SECOND    CLASS I
 DF9711
 DF9711.The horizontal coordinates were scaled from a topographic map and have
 DF9711.an estimated accuracy of +/- 6 seconds.
 DF9711
 DF9711.The orthometric height was determined by differential leveling
 DF9711.and adjusted by the National Geodetic Survey in February 2004..
 DF9711
 DF9711.The geoid height was determined by GEOID03.
 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     -   112,040.      626,610.      MT  (+/- 180 meters Scaled)
 DF9711
 DF9711                          SUPERSEDED SURVEY CONTROL
 DF9711
 DF9711.No superseded survey control is available for this station.
 DF9711
 DF9711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN821651(NAD 83)
 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 - 2004
 DF9711
 DF9711  HISTORY     - Date     Condition        Report By
 DF9711  HISTORY     - 2001     MONUMENTED       WIDT
 DF9711  HISTORY     - 2004     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9710 ***********************************************************************
 DF9710  DESIGNATION -  2U02
 DF9710  PID         -  DF9710
 DF9710  STATE/COUNTY-  WI/DANE
 DF9710  USGS QUAD   -  CROSS PLAINS (1982)
 DF9710
 DF9710                         *CURRENT SURVEY CONTROL
 DF9710  ___________________________________________________________________
 DF9710* NAD 83(1986)-  43 01 24.     (N)    089 40 05.     (W)     SCALED    
 DF9710* NAVD 88     -       296.843  (meters)     973.89   (feet)  ADJUSTED  
 DF9710  ___________________________________________________________________
 DF9710  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 DF9710  DYNAMIC HT  -         296.757 (meters)     973.61  (feet)  COMP
 DF9710  MODELED GRAV-     980,325.3   (mgal)                       NAVD 88
 DF9710
 DF9710  VERT ORDER  -  SECOND    CLASS I
 DF9710
 DF9710.The horizontal coordinates were scaled from a topographic map and have
 DF9710.an estimated accuracy of +/- 6 seconds.
 DF9710
 DF9710.The orthometric height was determined by differential leveling
 DF9710.and adjusted by the National Geodetic Survey in February 2004..
 DF9710
 DF9710.The geoid height was determined by GEOID03.
 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     -   113,740.      627,060.      MT  (+/- 180 meters Scaled)
 DF9710
 DF9710                          SUPERSEDED SURVEY CONTROL
 DF9710
 DF9710.No superseded survey control is available for this station.
 DF9710
 DF9710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN826668(NAD 83)
 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 - 2001
 DF9710
 DF9710  HISTORY     - Date     Condition        Report By
 DF9710  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9709 ***********************************************************************
 DF9709  DESIGNATION -  2U03
 DF9709  PID         -  DF9709
 DF9709  STATE/COUNTY-  WI/DANE
 DF9709  USGS QUAD   -  CROSS PLAINS (1982)
 DF9709
 DF9709                         *CURRENT SURVEY CONTROL
 DF9709  ___________________________________________________________________
 DF9709* NAD 83(1986)-  43 02 36.     (N)    089 39 25.     (W)     SCALED    
 DF9709* NAVD 88     -       301.995  (meters)     990.80   (feet)  ADJUSTED  
 DF9709  ___________________________________________________________________
 DF9709  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 DF9709  DYNAMIC HT  -         301.909 (meters)     990.51  (feet)  COMP
 DF9709  MODELED GRAV-     980,329.6   (mgal)                       NAVD 88
 DF9709
 DF9709  VERT ORDER  -  SECOND    CLASS I
 DF9709
 DF9709.The horizontal coordinates were scaled from a topographic map and have
 DF9709.an estimated accuracy of +/- 6 seconds.
 DF9709
 DF9709.The orthometric height was determined by differential leveling
 DF9709.and adjusted by the National Geodetic Survey in February 2004..
 DF9709
 DF9709.The geoid height was determined by GEOID03.
 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     -   115,960.      627,950.      MT  (+/- 180 meters Scaled)
 DF9709
 DF9709                          SUPERSEDED SURVEY CONTROL
 DF9709
 DF9709.No superseded survey control is available for this station.
 DF9709
 DF9709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN835690(NAD 83)
 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 - 2001
 DF9709
 DF9709  HISTORY     - Date     Condition        Report By
 DF9709  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9707 ***********************************************************************
 DF9707  DESIGNATION -  2U05
 DF9707  PID         -  DF9707
 DF9707  STATE/COUNTY-  WI/DANE
 DF9707  USGS QUAD   -  CROSS PLAINS (1982)
 DF9707
 DF9707                         *CURRENT SURVEY CONTROL
 DF9707  ___________________________________________________________________
 DF9707* NAD 83(1986)-  43 04 49.     (N)    089 39 28.     (W)     SCALED    
 DF9707* NAVD 88     -       341.083  (meters)    1119.04   (feet)  ADJUSTED  
 DF9707  ___________________________________________________________________
 DF9707  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 DF9707  DYNAMIC HT  -         340.989 (meters)    1118.73  (feet)  COMP
 DF9707  MODELED GRAV-     980,336.6   (mgal)                       NAVD 88
 DF9707
 DF9707  VERT ORDER  -  SECOND    CLASS I
 DF9707
 DF9707.The horizontal coordinates were scaled from a topographic map and have
 DF9707.an estimated accuracy of +/- 6 seconds.
 DF9707
 DF9707.The orthometric height was determined by differential leveling
 DF9707.and adjusted by the National Geodetic Survey in February 2004..
 DF9707
 DF9707.The geoid height was determined by GEOID03.
 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     -   120,070.      627,870.      MT  (+/- 180 meters Scaled)
 DF9707
 DF9707                          SUPERSEDED SURVEY CONTROL
 DF9707
 DF9707.No superseded survey control is available for this station.
 DF9707
 DF9707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN836731(NAD 83)
 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 SUITABLE FOR
 DF9707+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9707
 DF9707  HISTORY     - Date     Condition        Report By
 DF9707  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9706 ***********************************************************************
 DF9706  DESIGNATION -  2U06
 DF9706  PID         -  DF9706
 DF9706  STATE/COUNTY-  WI/DANE
 DF9706  USGS QUAD   -  CROSS PLAINS (1982)
 DF9706
 DF9706                         *CURRENT SURVEY CONTROL
 DF9706  ___________________________________________________________________
 DF9706* NAD 83(1986)-  43 05 49.     (N)    089 38 59.     (W)     SCALED    
 DF9706* NAVD 88     -       279.039  (meters)     915.48   (feet)  ADJUSTED  
 DF9706  ___________________________________________________________________
 DF9706  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 DF9706  DYNAMIC HT  -         278.963 (meters)     915.23  (feet)  COMP
 DF9706  MODELED GRAV-     980,339.9   (mgal)                       NAVD 88
 DF9706
 DF9706  VERT ORDER  -  SECOND    CLASS I
 DF9706
 DF9706.The horizontal coordinates were scaled from a topographic map and have
 DF9706.an estimated accuracy of +/- 6 seconds.
 DF9706
 DF9706.The orthometric height was determined by differential leveling
 DF9706.and adjusted by the National Geodetic Survey in February 2004..
 DF9706
 DF9706.The geoid height was determined by GEOID03.
 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     -   121,920.      628,520.      MT  (+/- 180 meters Scaled)
 DF9706
 DF9706                          SUPERSEDED SURVEY CONTROL
 DF9706
 DF9706.No superseded survey control is available for this station.
 DF9706
 DF9706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN843749(NAD 83)
 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 - 2004
 DF9706
 DF9706  HISTORY     - Date     Condition        Report By
 DF9706  HISTORY     - 2001     MONUMENTED       WIDT
 DF9706  HISTORY     - 2004     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9705 ***********************************************************************
 DF9705  DESIGNATION -  2U07
 DF9705  PID         -  DF9705
 DF9705  STATE/COUNTY-  WI/DANE
 DF9705  USGS QUAD   -  CROSS PLAINS (1982)
 DF9705
 DF9705                         *CURRENT SURVEY CONTROL
 DF9705  ___________________________________________________________________
 DF9705* NAD 83(1986)-  43 06 39.     (N)    089 38 45.     (W)     SCALED    
 DF9705* NAVD 88     -       267.672  (meters)     878.19   (feet)  ADJUSTED  
 DF9705  ___________________________________________________________________
 DF9705  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 DF9705  DYNAMIC HT  -         267.599 (meters)     877.95  (feet)  COMP
 DF9705  MODELED GRAV-     980,342.4   (mgal)                       NAVD 88
 DF9705
 DF9705  VERT ORDER  -  SECOND    CLASS I
 DF9705
 DF9705.The horizontal coordinates were scaled from a topographic map and have
 DF9705.an estimated accuracy of +/- 6 seconds.
 DF9705
 DF9705.The orthometric height was determined by differential leveling
 DF9705.and adjusted by the National Geodetic Survey in February 2004..
 DF9705
 DF9705.The geoid height was determined by GEOID03.
 DF9705
 DF9705.The dynamic height is computed by dividing the NAVD 88
 DF9705.geopotential number by the normal gravity value computed on the
 DF9705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9705.degrees latitude (g = 980.6199 gals.).
 DF9705
 DF9705.The modeled gravity was interpolated from observed gravity values.
 DF9705
 DF9705;                    North         East    Units  Estimated Accuracy
 DF9705;SPC WI S     -   123,460.      628,830.      MT  (+/- 180 meters Scaled)
 DF9705
 DF9705                          SUPERSEDED SURVEY CONTROL
 DF9705
 DF9705.No superseded survey control is available for this station.
 DF9705
 DF9705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN847765(NAD 83)
 DF9705_MARKER: DD = SURVEY DISK
 DF9705_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF9705_SP_SET: BRIDGE WINGALL ABUTMENT
 DF9705_STAMPING: 2U07 2002
 DF9705_MARK LOGO: WIDT  
 DF9705_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF9705_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9705_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9705+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DF9705
 DF9705  HISTORY     - Date     Condition        Report By
 DF9705  HISTORY     - 2001     MONUMENTED       WIDT
 DF9705  HISTORY     - 2004     GOOD             WIDT
 DF9705
 DF9705                          STATION DESCRIPTION
 DF9705
 DF9705'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9705'THE STATION IS LOCATED ABOUT 22 KM WEST OF MADISON IN CROSS PLAINS.
 DF9705'OWNERSHIP--DANE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF US
 DF9705'HIGHWAY 12 WITH US HIGHWAY 14 ABOUT IN THE CITY OF MIDDLETON, GO WEST
 DF9705'ON STATE HIGHWAY 14 FOR 11.5 KM TO COUNTY HIGHWAY P ON THE LEFT, TURN
 DF9705'LEFT AND GO SOUTH ON COUNTY HIGHWAY P FOR 0.1 KM TO A BRIDGE OVER
 DF9705'BLACK EARTH CREEK AND THE STATION ON THE LEFT.    THE STATION IS A
 DF9705'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9705'STATION DISK SET IN THE EAST WINGWALL OF THE SOUTH BRIDGE ABUTMENT.
 DF9705'THE STATION IS 5.3 M EAST OF THE CENTERLINE OF COUNTY HIGHWAY P, 43.2
 DF9705'M NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS, AND 21.5 M NORTH OF
 DF9705'THE EXTENDED CENTERLINE OF BOURBON STREET.
 DF9705
 DF9705                          STATION RECOVERY (2004)
 DF9705
 DF9705'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 DF9705'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH) THE STATION IS LOCATED ABOUT
 DF9705'22 KM (13.67 MI) WEST OF MADISON IN CROSS PLAINS.  OWNERSHIP--DANE
 DF9705'COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 WITH
 DF9705'US HIGHWAY 14 ABOUT IN THE CITY OF MIDDLETON, GO WEST ON STATE HIGHWAY
 DF9705'14 FOR 11.5 KM (7.15 MI) TO COUNTY HIGHWAY P ON THE LEFT, TURN LEFT
 DF9705'AND GO SOUTH ON COUNTY HIGHWAY P FOR 0.1 KM (0.06 MI) TO A BRIDGE OVER
 DF9705'BLACK EARTH CREEK AND THE STATION ON THE LEFT.  THE STATION IS A
 DF9705'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9705'STATION DISK SET IN THE EAST WINGWALL OF THE SOUTH BRIDGE ABUTMENT.
 DF9705'THE STATION IS 5.3 M (17.4 FT) EAST OF THE CENTERLINE OF COUNTY
 DF9705'HIGHWAY P, 43.2 M (141.7 FT) NORTH OF THE NORTH RAIL OF THE RAILROAD
 DF9705'TRACKS, AND 21.5 M (70.5 FT) NORTH OF THE EXTENDED CENTERLINE OF
 DF9705'BOURBON STREET.
 DF9705' 
 DF9705'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9704 ***********************************************************************
 DF9704  DESIGNATION -  2U08
 DF9704  PID         -  DF9704
 DF9704  STATE/COUNTY-  WI/DANE
 DF9704  USGS QUAD   -  BLACK EARTH (1982)
 DF9704
 DF9704                         *CURRENT SURVEY CONTROL
 DF9704  ___________________________________________________________________
 DF9704* NAD 83(1986)-  43 07 38.     (N)    089 37 37.     (W)     SCALED    
 DF9704* NAVD 88     -       279.125  (meters)     915.76   (feet)  ADJUSTED  
 DF9704  ___________________________________________________________________
 DF9704  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 DF9704  DYNAMIC HT  -         279.050 (meters)     915.52  (feet)  COMP
 DF9704  MODELED GRAV-     980,345.2   (mgal)                       NAVD 88
 DF9704
 DF9704  VERT ORDER  -  SECOND    CLASS I
 DF9704
 DF9704.The horizontal coordinates were scaled from a topographic map and have
 DF9704.an estimated accuracy of +/- 6 seconds.
 DF9704
 DF9704.The orthometric height was determined by differential leveling
 DF9704.and adjusted by the National Geodetic Survey in February 2004..
 DF9704
 DF9704.The geoid height was determined by GEOID03.
 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     -   125,290.      630,360.      MT  (+/- 180 meters Scaled)
 DF9704
 DF9704                          SUPERSEDED SURVEY CONTROL
 DF9704
 DF9704.No superseded survey control is available for this station.
 DF9704
 DF9704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN863782(NAD 83)
 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 - 2001
 DF9704
 DF9704  HISTORY     - Date     Condition        Report By
 DF9704  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9703 ***********************************************************************
 DF9703  DESIGNATION -  2U09
 DF9703  PID         -  DF9703
 DF9703  STATE/COUNTY-  WI/DANE
 DF9703  USGS QUAD   -  SPRINGFIELD CORNERS (1969)
 DF9703
 DF9703                         *CURRENT SURVEY CONTROL
 DF9703  ___________________________________________________________________
 DF9703* NAD 83(1986)-  43 08 27.     (N)    089 36 33.     (W)     SCALED    
 DF9703* NAVD 88     -       287.180  (meters)     942.19   (feet)  ADJUSTED  
 DF9703  ___________________________________________________________________
 DF9703  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 DF9703  DYNAMIC HT  -         287.104 (meters)     941.94  (feet)  COMP
 DF9703  MODELED GRAV-     980,347.3   (mgal)                       NAVD 88
 DF9703
 DF9703  VERT ORDER  -  SECOND    CLASS I
 DF9703
 DF9703.The horizontal coordinates were scaled from a topographic map and have
 DF9703.an estimated accuracy of +/- 6 seconds.
 DF9703
 DF9703.The orthometric height was determined by differential leveling
 DF9703.and adjusted by the National Geodetic Survey in February 2004..
 DF9703
 DF9703.The geoid height was determined by GEOID03.
 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     -   126,810.      631,790.      MT  (+/- 180 meters Scaled)
 DF9703
 DF9703                          SUPERSEDED SURVEY CONTROL
 DF9703
 DF9703.No superseded survey control is available for this station.
 DF9703
 DF9703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN878797(NAD 83)
 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 - 2001
 DF9703
 DF9703  HISTORY     - Date     Condition        Report By
 DF9703  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9702 ***********************************************************************
 DF9702  DESIGNATION -  2U10
 DF9702  PID         -  DF9702
 DF9702  STATE/COUNTY-  WI/DANE
 DF9702  USGS QUAD   -  SPRINGFIELD CORNERS (1969)
 DF9702
 DF9702                         *CURRENT SURVEY CONTROL
 DF9702  ___________________________________________________________________
 DF9702* NAD 83(1986)-  43 09 16.     (N)    089 35 38.     (W)     SCALED    
 DF9702* NAVD 88     -       295.444  (meters)     969.30   (feet)  ADJUSTED  
 DF9702  ___________________________________________________________________
 DF9702  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 DF9702  DYNAMIC HT  -         295.366 (meters)     969.05  (feet)  COMP
 DF9702  MODELED GRAV-     980,349.1   (mgal)                       NAVD 88
 DF9702
 DF9702  VERT ORDER  -  SECOND    CLASS I
 DF9702
 DF9702.The horizontal coordinates were scaled from a topographic map and have
 DF9702.an estimated accuracy of +/- 6 seconds.
 DF9702
 DF9702.The orthometric height was determined by differential leveling
 DF9702.and adjusted by the National Geodetic Survey in February 2004..
 DF9702
 DF9702.The geoid height was determined by GEOID03.
 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     -   128,330.      633,030.      MT  (+/- 180 meters Scaled)
 DF9702
 DF9702                          SUPERSEDED SURVEY CONTROL
 DF9702
 DF9702.No superseded survey control is available for this station.
 DF9702
 DF9702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN891812(NAD 83)
 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 SUITABLE FOR
 DF9702+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9702
 DF9702  HISTORY     - Date     Condition        Report By
 DF9702  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9701 ***********************************************************************
 DF9701  DESIGNATION -  2U11
 DF9701  PID         -  DF9701
 DF9701  STATE/COUNTY-  WI/DANE
 DF9701  USGS QUAD   -  SPRINGFIELD CORNERS (1969)
 DF9701
 DF9701                         *CURRENT SURVEY CONTROL
 DF9701  ___________________________________________________________________
 DF9701* NAD 83(1986)-  43 10 09.     (N)    089 34 49.     (W)     SCALED    
 DF9701* NAVD 88     -       314.418  (meters)    1031.55   (feet)  ADJUSTED  
 DF9701  ___________________________________________________________________
 DF9701  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 DF9701  DYNAMIC HT  -         314.336 (meters)    1031.28  (feet)  COMP
 DF9701  MODELED GRAV-     980,350.8   (mgal)                       NAVD 88
 DF9701
 DF9701  VERT ORDER  -  SECOND    CLASS I
 DF9701
 DF9701.The horizontal coordinates were scaled from a topographic map and have
 DF9701.an estimated accuracy of +/- 6 seconds.
 DF9701
 DF9701.The orthometric height was determined by differential leveling
 DF9701.and adjusted by the National Geodetic Survey in February 2004..
 DF9701
 DF9701.The geoid height was determined by GEOID03.
 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     -   129,970.      634,130.      MT  (+/- 180 meters Scaled)
 DF9701
 DF9701                          SUPERSEDED SURVEY CONTROL
 DF9701
 DF9701.No superseded survey control is available for this station.
 DF9701
 DF9701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN902828(NAD 83)
 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 - 2004
 DF9701
 DF9701  HISTORY     - Date     Condition        Report By
 DF9701  HISTORY     - 2001     MONUMENTED       WIDT
 DF9701  HISTORY     - 2004     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9698 ***********************************************************************
 DF9698  DESIGNATION -  2U13
 DF9698  PID         -  DF9698
 DF9698  STATE/COUNTY-  WI/DANE
 DF9698  USGS QUAD   -  SPRINGFIELD CORNERS (1969)
 DF9698
 DF9698                         *CURRENT SURVEY CONTROL
 DF9698  ___________________________________________________________________
 DF9698* NAD 83(1986)-  43 11 29.     (N)    089 32 00.     (W)     SCALED    
 DF9698* NAVD 88     -       285.298  (meters)     936.02   (feet)  ADJUSTED  
 DF9698  ___________________________________________________________________
 DF9698  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 DF9698  DYNAMIC HT  -         285.224 (meters)     935.77  (feet)  COMP
 DF9698  MODELED GRAV-     980,351.6   (mgal)                       NAVD 88
 DF9698
 DF9698  VERT ORDER  -  SECOND    CLASS I
 DF9698
 DF9698.The horizontal coordinates were scaled from a topographic map and have
 DF9698.an estimated accuracy of +/- 6 seconds.
 DF9698
 DF9698.The orthometric height was determined by differential leveling
 DF9698.and adjusted by the National Geodetic Survey in February 2004..
 DF9698
 DF9698.The geoid height was determined by GEOID03.
 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     -   132,460.      637,930.      MT  (+/- 180 meters Scaled)
 DF9698
 DF9698                          SUPERSEDED SURVEY CONTROL
 DF9698
 DF9698.No superseded survey control is available for this station.
 DF9698
 DF9698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN941851(NAD 83)
 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 - 2001
 DF9698
 DF9698  HISTORY     - Date     Condition        Report By
 DF9698  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9697 ***********************************************************************
 DF9697  DESIGNATION -  2U14
 DF9697  PID         -  DF9697
 DF9697  STATE/COUNTY-  WI/DANE
 DF9697  USGS QUAD   -  SPRINGFIELD CORNERS (1969)
 DF9697
 DF9697                         *CURRENT SURVEY CONTROL
 DF9697  ___________________________________________________________________
 DF9697* NAD 83(1986)-  43 11 23.     (N)    089 30 31.     (W)     SCALED    
 DF9697* NAVD 88     -       282.581  (meters)     927.10   (feet)  ADJUSTED  
 DF9697  ___________________________________________________________________
 DF9697  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 DF9697  DYNAMIC HT  -         282.507 (meters)     926.86  (feet)  COMP
 DF9697  MODELED GRAV-     980,351.7   (mgal)                       NAVD 88
 DF9697
 DF9697  VERT ORDER  -  SECOND    CLASS I
 DF9697
 DF9697.The horizontal coordinates were scaled from a topographic map and have
 DF9697.an estimated accuracy of +/- 6 seconds.
 DF9697
 DF9697.The orthometric height was determined by differential leveling
 DF9697.and adjusted by the National Geodetic Survey in February 2004..
 DF9697
 DF9697.The geoid height was determined by GEOID03.
 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     -   132,280.      639,940.      MT  (+/- 180 meters Scaled)
 DF9697
 DF9697                          SUPERSEDED SURVEY CONTROL
 DF9697
 DF9697.No superseded survey control is available for this station.
 DF9697
 DF9697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN961849(NAD 83)
 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 - February 12, 2006
 DF9697
 DF9697  HISTORY     - Date     Condition        Report By
 DF9697  HISTORY     - 2001     MONUMENTED       WIDT
 DF9697  HISTORY     - 20060212 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9813 ***********************************************************************
 DF9813  DESIGNATION -  2V01
 DF9813  PID         -  DF9813
 DF9813  STATE/COUNTY-  WI/DANE
 DF9813  USGS QUAD   -  MADISON WEST (1983)
 DF9813
 DF9813                         *CURRENT SURVEY CONTROL
 DF9813  ___________________________________________________________________
 DF9813* NAD 83(1986)-  43 00 47.     (N)    089 23 45.     (W)     SCALED    
 DF9813* NAVD 88     -       275.330  (meters)     903.31   (feet)  ADJUSTED  
 DF9813  ___________________________________________________________________
 DF9813  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 DF9813  DYNAMIC HT  -         275.255 (meters)     903.07  (feet)  COMP
 DF9813  MODELED GRAV-     980,344.3   (mgal)                       NAVD 88
 DF9813
 DF9813  VERT ORDER  -  SECOND    CLASS I
 DF9813
 DF9813.The horizontal coordinates were scaled from a topographic map and have
 DF9813.an estimated accuracy of +/- 6 seconds.
 DF9813
 DF9813.The orthometric height was determined by differential leveling
 DF9813.and adjusted by the National Geodetic Survey in February 2004..
 DF9813
 DF9813.The geoid height was determined by GEOID03.
 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     -   112,720.      649,250.      MT  (+/- 180 meters Scaled)
 DF9813
 DF9813                          SUPERSEDED SURVEY CONTROL
 DF9813
 DF9813.No superseded survey control is available for this station.
 DF9813
 DF9813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN047650(NAD 83)
 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 - 2001
 DF9813
 DF9813  HISTORY     - Date     Condition        Report By
 DF9813  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9800 ***********************************************************************
 DF9800  DESIGNATION -  2V02
 DF9800  PID         -  DF9800
 DF9800  STATE/COUNTY-  WI/DANE
 DF9800  USGS QUAD   -  MADISON WEST (1983)
 DF9800
 DF9800                         *CURRENT SURVEY CONTROL
 DF9800  ___________________________________________________________________
 DF9800* NAD 83(1986)-  43 03 35.     (N)    089 23 08.     (W)     SCALED    
 DF9800* NAVD 88     -       260.406  (meters)     854.35   (feet)  ADJUSTED  
 DF9800  ___________________________________________________________________
 DF9800  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 DF9800  DYNAMIC HT  -         260.338 (meters)     854.13  (feet)  COMP
 DF9800  MODELED GRAV-     980,353.3   (mgal)                       NAVD 88
 DF9800
 DF9800  VERT ORDER  -  SECOND    CLASS I
 DF9800
 DF9800.The horizontal coordinates were scaled from a topographic map and have
 DF9800.an estimated accuracy of +/- 6 seconds.
 DF9800
 DF9800.The orthometric height was determined by differential leveling
 DF9800.and adjusted by the National Geodetic Survey in February 2004..
 DF9800
 DF9800.The geoid height was determined by GEOID03.
 DF9800
 DF9800.The dynamic height is computed by dividing the NAVD 88
 DF9800.geopotential number by the normal gravity value computed on the
 DF9800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9800.degrees latitude (g = 980.6199 gals.).
 DF9800
 DF9800.The modeled gravity was interpolated from observed gravity values.
 DF9800
 DF9800;                    North         East    Units  Estimated Accuracy
 DF9800;SPC WI S     -   117,910.      650,050.      MT  (+/- 180 meters Scaled)
 DF9800
 DF9800                          SUPERSEDED SURVEY CONTROL
 DF9800
 DF9800.No superseded survey control is available for this station.
 DF9800
 DF9800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN057702(NAD 83)
 DF9800_MARKER: DD = SURVEY DISK
 DF9800_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF9800_SP_SET: BRIDGE ABUTMENT
 DF9800_STAMPING: 2V02 2002
 DF9800_MARK LOGO: WIDT  
 DF9800_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9800+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9800
 DF9800  HISTORY     - Date     Condition        Report By
 DF9800  HISTORY     - 2001     MONUMENTED       WIDT
 DF9800
 DF9800                          STATION DESCRIPTION
 DF9800
 DF9800'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9800'THE STATION IS LOCATED IN THE CITY OF MADISON.    OWNERSHIP--CITY OF
 DF9800'MADISON.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 AND
 DF9800'US HIGHWAY 18 WITH US HIGHWAY 14 IN THE CITY OF MADISON, GO EAST ON
 DF9800'US HIGHWAY 12 AND US HIGHWAY 18 FOR 2.1 KM TO JOHN NOLAN DRIVE, TURN
 DF9800'LEFT AND GO NORTHWEST ON JOHN NOLAN DRIVE FOR 1.8 KM TO EAST LAKESIDE
 DF9800'STREET, CONTINUE NORTHWEST ON JOHN NOLAN DRIVE FOR 0.6 KM BRIDGE
 DF9800'--B-13-332-75-- AND THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DF9800'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9800'STATION DISK SET IN THE WEST END OF THE NORTH ABUTMENT AND 0.8 M
 DF9800'ABOVE THE ROAD PAVEMENT.  THE STATION IS 5.4 M SOUTH-SOUTHWEST OF THE
 DF9800'SOUTHBOUND LANES OF JOHN NOLAN DRIVE AND 9.4 M NORTH-NORTHEAST OF THE
 DF9800'NORTHEAST RAIL OF THE RAILROAD TRACKS.   ---NOTE---THIS STATION HAS NO
 DF9800'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DF9800'HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9801 ***********************************************************************
 DF9801  DESIGNATION -  2V03
 DF9801  PID         -  DF9801
 DF9801  STATE/COUNTY-  WI/DANE
 DF9801  USGS QUAD   -  MADISON EAST (1983)
 DF9801
 DF9801                         *CURRENT SURVEY CONTROL
 DF9801  ___________________________________________________________________
 DF9801* NAD 83(1986)-  43 05 18.     (N)    089 21 31.     (W)     SCALED    
 DF9801* NAVD 88     -       260.843  (meters)     855.78   (feet)  ADJUSTED  
 DF9801  ___________________________________________________________________
 DF9801  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 DF9801  DYNAMIC HT  -         260.775 (meters)     855.56  (feet)  COMP
 DF9801  MODELED GRAV-     980,353.8   (mgal)                       NAVD 88
 DF9801
 DF9801  VERT ORDER  -  SECOND    CLASS I
 DF9801
 DF9801.The horizontal coordinates were scaled from a topographic map and have
 DF9801.an estimated accuracy of +/- 6 seconds.
 DF9801
 DF9801.The orthometric height was determined by differential leveling
 DF9801.and adjusted by the National Geodetic Survey in February 2004..
 DF9801
 DF9801.The geoid height was determined by GEOID03.
 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     -   121,100.      652,220.      MT  (+/- 180 meters Scaled)
 DF9801
 DF9801                          SUPERSEDED SURVEY CONTROL
 DF9801
 DF9801.No superseded survey control is available for this station.
 DF9801
 DF9801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN080733(NAD 83)
 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 - 2002
 DF9801
 DF9801  HISTORY     - Date     Condition        Report By
 DF9801  HISTORY     - 2002     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9803 ***********************************************************************
 DF9803  DESIGNATION -  2V04
 DF9803  PID         -  DF9803
 DF9803  STATE/COUNTY-  WI/DANE
 DF9803  USGS QUAD   -  DE FOREST (1983)
 DF9803
 DF9803                         *CURRENT SURVEY CONTROL
 DF9803  ___________________________________________________________________
 DF9803* NAD 83(1986)-  43 07 52.     (N)    089 19 30.     (W)     SCALED    
 DF9803* NAVD 88     -       265.021  (meters)     869.49   (feet)  ADJUSTED  
 DF9803  ___________________________________________________________________
 DF9803  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 DF9803  DYNAMIC HT  -         264.951 (meters)     869.26  (feet)  COMP
 DF9803  MODELED GRAV-     980,349.9   (mgal)                       NAVD 88
 DF9803
 DF9803  VERT ORDER  -  SECOND    CLASS I
 DF9803
 DF9803.The horizontal coordinates were scaled from a topographic map and have
 DF9803.an estimated accuracy of +/- 6 seconds.
 DF9803
 DF9803.The orthometric height was determined by differential leveling
 DF9803.and adjusted by the National Geodetic Survey in February 2004..
 DF9803
 DF9803.The geoid height was determined by GEOID03.
 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     -   125,880.      654,920.      MT  (+/- 180 meters Scaled)
 DF9803
 DF9803                          SUPERSEDED SURVEY CONTROL
 DF9803
 DF9803.No superseded survey control is available for this station.
 DF9803
 DF9803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN108779(NAD 83)
 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 - 2001
 DF9803
 DF9803  HISTORY     - Date     Condition        Report By
 DF9803  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9804 ***********************************************************************
 DF9804  DESIGNATION -  2V05
 DF9804  PID         -  DF9804
 DF9804  STATE/COUNTY-  WI/DANE
 DF9804  USGS QUAD   -  DE FOREST (1983)
 DF9804
 DF9804                         *CURRENT SURVEY CONTROL
 DF9804  ___________________________________________________________________
 DF9804* NAD 83(1986)-  43 10 08.     (N)    089 19 29.     (W)     SCALED    
 DF9804* NAVD 88     -       285.745  (meters)     937.48   (feet)  ADJUSTED  
 DF9804  ___________________________________________________________________
 DF9804  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 DF9804  DYNAMIC HT  -         285.669 (meters)     937.23  (feet)  COMP
 DF9804  MODELED GRAV-     980,347.2   (mgal)                       NAVD 88
 DF9804
 DF9804  VERT ORDER  -  SECOND    CLASS I
 DF9804
 DF9804.The horizontal coordinates were scaled from a topographic map and have
 DF9804.an estimated accuracy of +/- 6 seconds.
 DF9804
 DF9804.The orthometric height was determined by differential leveling
 DF9804.and adjusted by the National Geodetic Survey in February 2004..
 DF9804
 DF9804.The geoid height was determined by GEOID03.
 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     -   130,070.      654,910.      MT  (+/- 180 meters Scaled)
 DF9804
 DF9804                          SUPERSEDED SURVEY CONTROL
 DF9804
 DF9804.No superseded survey control is available for this station.
 DF9804
 DF9804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN110821(NAD 83)
 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 - 2001
 DF9804
 DF9804  HISTORY     - Date     Condition        Report By
 DF9804  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9962 ***********************************************************************
 DF9962  DESIGNATION -  2V06
 DF9962  PID         -  DF9962
 DF9962  STATE/COUNTY-  WI/DANE
 DF9962  USGS QUAD   -  STOUGHTON (1982)
 DF9962
 DF9962                         *CURRENT SURVEY CONTROL
 DF9962  ___________________________________________________________________
 DF9962* NAD 83(1986)-  42 57 56.     (N)    089 12 01.     (W)     SCALED    
 DF9962* NAVD 88     -       268.978  (meters)     882.47   (feet)  ADJUSTED  
 DF9962  ___________________________________________________________________
 DF9962  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 DF9962  DYNAMIC HT  -         268.904 (meters)     882.23  (feet)  COMP
 DF9962  MODELED GRAV-     980,337.7   (mgal)                       NAVD 88
 DF9962
 DF9962  VERT ORDER  -  SECOND    CLASS I
 DF9962
 DF9962.The horizontal coordinates were scaled from a topographic map and have
 DF9962.an estimated accuracy of +/- 6 seconds.
 DF9962
 DF9962.The orthometric height was determined by differential leveling
 DF9962.and adjusted by the National Geodetic Survey in February 2004..
 DF9962
 DF9962.The geoid height was determined by GEOID03.
 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     -   107,580.      665,240.      MT  (+/- 180 meters Scaled)
 DF9962
 DF9962                          SUPERSEDED SURVEY CONTROL
 DF9962
 DF9962.No superseded survey control is available for this station.
 DF9962
 DF9962_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN205593(NAD 83)
 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 - December 12, 2004
 DF9962
 DF9962  HISTORY     - Date     Condition        Report By
 DF9962  HISTORY     - 2001     MONUMENTED       WIDT
 DF9962  HISTORY     - 20041212 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9961 ***********************************************************************
 DF9961  DESIGNATION -  2V07
 DF9961  PID         -  DF9961
 DF9961  STATE/COUNTY-  WI/DANE
 DF9961  USGS QUAD   -  STOUGHTON (1982)
 DF9961
 DF9961                         *CURRENT SURVEY CONTROL
 DF9961  ___________________________________________________________________
 DF9961* NAD 83(1986)-  42 58 55.     (N)    089 12 01.     (W)     SCALED    
 DF9961* NAVD 88     -       261.208  (meters)     856.98   (feet)  ADJUSTED  
 DF9961  ___________________________________________________________________
 DF9961  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 DF9961  DYNAMIC HT  -         261.136 (meters)     856.74  (feet)  COMP
 DF9961  MODELED GRAV-     980,339.1   (mgal)                       NAVD 88
 DF9961
 DF9961  VERT ORDER  -  SECOND    CLASS I
 DF9961
 DF9961.The horizontal coordinates were scaled from a topographic map and have
 DF9961.an estimated accuracy of +/- 6 seconds.
 DF9961
 DF9961.The orthometric height was determined by differential leveling
 DF9961.and adjusted by the National Geodetic Survey in February 2004..
 DF9961
 DF9961.The geoid height was determined by GEOID03.
 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     -   109,400.      665,230.      MT  (+/- 180 meters Scaled)
 DF9961
 DF9961                          SUPERSEDED SURVEY CONTROL
 DF9961
 DF9961.No superseded survey control is available for this station.
 DF9961
 DF9961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN206611(NAD 83)
 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 - 2001
 DF9961
 DF9961  HISTORY     - Date     Condition        Report By
 DF9961  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9960 ***********************************************************************
 DF9960  DESIGNATION -  2V08
 DF9960  PID         -  DF9960
 DF9960  STATE/COUNTY-  WI/DANE
 DF9960  USGS QUAD   -  COTTAGE GROVE (1982)
 DF9960
 DF9960                         *CURRENT SURVEY CONTROL
 DF9960  ___________________________________________________________________
 DF9960* NAD 83(1986)-  43 00 06.     (N)    089 12 00.     (W)     SCALED    
 DF9960* NAVD 88     -       276.969  (meters)     908.69   (feet)  ADJUSTED  
 DF9960  ___________________________________________________________________
 DF9960  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 DF9960  DYNAMIC HT  -         276.892 (meters)     908.44  (feet)  COMP
 DF9960  MODELED GRAV-     980,338.7   (mgal)                       NAVD 88
 DF9960
 DF9960  VERT ORDER  -  SECOND    CLASS I
 DF9960
 DF9960.The horizontal coordinates were scaled from a topographic map and have
 DF9960.an estimated accuracy of +/- 6 seconds.
 DF9960
 DF9960.The orthometric height was determined by differential leveling
 DF9960.and adjusted by the National Geodetic Survey in February 2004..
 DF9960
 DF9960.The geoid height was determined by GEOID03.
 DF9960
 DF9960.The dynamic height is computed by dividing the NAVD 88
 DF9960.geopotential number by the normal gravity value computed on the
 DF9960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9960.degrees latitude (g = 980.6199 gals.).
 DF9960
 DF9960.The modeled gravity was interpolated from observed gravity values.
 DF9960
 DF9960;                    North         East    Units  Estimated Accuracy
 DF9960;SPC WI S     -   111,590.      665,230.      MT  (+/- 180 meters Scaled)
 DF9960
 DF9960                          SUPERSEDED SURVEY CONTROL
 DF9960
 DF9960.No superseded survey control is available for this station.
 DF9960
 DF9960_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN206633(NAD 83)
 DF9960_MARKER: DD = SURVEY DISK
 DF9960_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF9960_SP_SET: BRIDGE ABUTMENT
 DF9960_STAMPING: 2V08 2002
 DF9960_MARK LOGO: WIDT  
 DF9960_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9960_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9960+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9960
 DF9960  HISTORY     - Date     Condition        Report By
 DF9960  HISTORY     - 2001     MONUMENTED       WIDT
 DF9960
 DF9960                          STATION DESCRIPTION
 DF9960
 DF9960'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9960'THE STATION IS LOCATED ABOUT 10 KM NORTH OF STOUGHTON, 8 KM SOUTH OF
 DF9960'COTTAGE GROVE, AND 7 KM EAST OF MCFARLAND.  OWNERSHIP--DANE COUNTY.
 DF9960'THE STATION IS LOCATED IN THE THE COUNTY HIGHWAY N OVERPASS
 DF9960'--B-13-143-61-- OF INTERSTATE HIGHWAY 39 AND INTERSTATE HIGHWAY 9O
 DF9960'(EXIT 147).  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9960'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE WEST
 DF9960'END OF THE SOUTH OVERPASS ABUTMENT AND 0.9 M ABOVE THE HIGHWAY
 DF9960'PAVEMENT.  THE STATION IS 7.3 M SOUTHWEST OF THE CENTERLINE OF COUNTY
 DF9960'HIGHWAY N, 67 M NORTHWEST OF THE CENTER OF THE COUNTY HIGHWAY N
 DF9960'ON-RAMP, 22.8 M SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES OF
 DF9960'INTERSTATE HIGHWAY 39 AND INTERSTATE HIGHWAY 90.  ---NOTE---THIS
 DF9960'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DF9960'ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9959 ***********************************************************************
 DF9959  DESIGNATION -  2V09
 DF9959  PID         -  DF9959
 DF9959  STATE/COUNTY-  WI/DANE
 DF9959  USGS QUAD   -  COTTAGE GROVE (1982)
 DF9959
 DF9959                         *CURRENT SURVEY CONTROL
 DF9959  ___________________________________________________________________
 DF9959* NAD 83(1986)-  43 00 51.     (N)    089 12 01.     (W)     SCALED    
 DF9959* NAVD 88     -       294.734  (meters)     966.97   (feet)  ADJUSTED  
 DF9959  ___________________________________________________________________
 DF9959  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 DF9959  DYNAMIC HT  -         294.653 (meters)     966.71  (feet)  COMP
 DF9959  MODELED GRAV-     980,339.6   (mgal)                       NAVD 88
 DF9959
 DF9959  VERT ORDER  -  SECOND    CLASS I
 DF9959
 DF9959.The horizontal coordinates were scaled from a topographic map and have
 DF9959.an estimated accuracy of +/- 6 seconds.
 DF9959
 DF9959.The orthometric height was determined by differential leveling
 DF9959.and adjusted by the National Geodetic Survey in February 2004..
 DF9959
 DF9959.The geoid height was determined by GEOID03.
 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     -   112,980.      665,190.      MT  (+/- 180 meters Scaled)
 DF9959
 DF9959                          SUPERSEDED SURVEY CONTROL
 DF9959
 DF9959.No superseded survey control is available for this station.
 DF9959
 DF9959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN206647(NAD 83)
 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 SUITABLE FOR
 DF9959+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9959
 DF9959  HISTORY     - Date     Condition        Report By
 DF9959  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9958 ***********************************************************************
 DF9958  DESIGNATION -  2V10
 DF9958  PID         -  DF9958
 DF9958  STATE/COUNTY-  WI/DANE
 DF9958  USGS QUAD   -  COTTAGE GROVE (1982)
 DF9958
 DF9958                         *CURRENT SURVEY CONTROL
 DF9958  ___________________________________________________________________
 DF9958* NAD 83(1986)-  43 03 04.     (N)    089 11 57.     (W)     SCALED    
 DF9958* NAVD 88     -       280.739  (meters)     921.06   (feet)  ADJUSTED  
 DF9958  ___________________________________________________________________
 DF9958  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 DF9958  DYNAMIC HT  -         280.663 (meters)     920.81  (feet)  COMP
 DF9958  MODELED GRAV-     980,341.7   (mgal)                       NAVD 88
 DF9958
 DF9958  VERT ORDER  -  SECOND    CLASS I
 DF9958
 DF9958.The horizontal coordinates were scaled from a topographic map and have
 DF9958.an estimated accuracy of +/- 6 seconds.
 DF9958
 DF9958.The orthometric height was determined by differential leveling
 DF9958.and adjusted by the National Geodetic Survey in February 2004..
 DF9958
 DF9958.The geoid height was determined by GEOID03.
 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     -   117,080.      665,240.      MT  (+/- 180 meters Scaled)
 DF9958
 DF9958                          SUPERSEDED SURVEY CONTROL
 DF9958
 DF9958.No superseded survey control is available for this station.
 DF9958
 DF9958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN208688(NAD 83)
 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 - 2001
 DF9958
 DF9958  HISTORY     - Date     Condition        Report By
 DF9958  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9957 ***********************************************************************
 DF9957  DESIGNATION -  2V11
 DF9957  PID         -  DF9957
 DF9957  STATE/COUNTY-  WI/DANE
 DF9957  USGS QUAD   -  COTTAGE GROVE (1982)
 DF9957
 DF9957                         *CURRENT SURVEY CONTROL
 DF9957  ___________________________________________________________________
 DF9957* NAD 83(1986)-  43 04 15.     (N)    089 11 56.     (W)     SCALED    
 DF9957* NAVD 88     -       272.100  (meters)     892.71   (feet)  ADJUSTED  
 DF9957  ___________________________________________________________________
 DF9957  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 DF9957  DYNAMIC HT  -         272.026 (meters)     892.47  (feet)  COMP
 DF9957  MODELED GRAV-     980,342.5   (mgal)                       NAVD 88
 DF9957
 DF9957  VERT ORDER  -  SECOND    CLASS I
 DF9957
 DF9957.The horizontal coordinates were scaled from a topographic map and have
 DF9957.an estimated accuracy of +/- 6 seconds.
 DF9957
 DF9957.The orthometric height was determined by differential leveling
 DF9957.and adjusted by the National Geodetic Survey in February 2004..
 DF9957
 DF9957.The geoid height was determined by GEOID03.
 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     -   119,270.      665,240.      MT  (+/- 180 meters Scaled)
 DF9957
 DF9957                          SUPERSEDED SURVEY CONTROL
 DF9957
 DF9957.No superseded survey control is available for this station.
 DF9957
 DF9957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN209710(NAD 83)
 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 - 2001
 DF9957
 DF9957  HISTORY     - Date     Condition        Report By
 DF9957  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9956 ***********************************************************************
 DF9956  DESIGNATION -  2V12
 DF9956  PID         -  DF9956
 DF9956  STATE/COUNTY-  WI/DANE
 DF9956  USGS QUAD   -  COTTAGE GROVE (1982)
 DF9956
 DF9956                         *CURRENT SURVEY CONTROL
 DF9956  ___________________________________________________________________
 DF9956* NAD 83(1986)-  43 05 17.     (N)    089 11 51.     (W)     SCALED    
 DF9956* NAVD 88     -       279.224  (meters)     916.09   (feet)  ADJUSTED  
 DF9956  ___________________________________________________________________
 DF9956  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 DF9956  DYNAMIC HT  -         279.148 (meters)     915.84  (feet)  COMP
 DF9956  MODELED GRAV-     980,343.0   (mgal)                       NAVD 88
 DF9956
 DF9956  VERT ORDER  -  SECOND    CLASS I
 DF9956
 DF9956.The horizontal coordinates were scaled from a topographic map and have
 DF9956.an estimated accuracy of +/- 6 seconds.
 DF9956
 DF9956.The orthometric height was determined by differential leveling
 DF9956.and adjusted by the National Geodetic Survey in February 2004..
 DF9956
 DF9956.The geoid height was determined by GEOID03.
 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     -   121,190.      665,340.      MT  (+/- 180 meters Scaled)
 DF9956
 DF9956                          SUPERSEDED SURVEY CONTROL
 DF9956
 DF9956.No superseded survey control is available for this station.
 DF9956
 DF9956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN211729(NAD 83)
 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 - 2001
 DF9956
 DF9956  HISTORY     - Date     Condition        Report By
 DF9956  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9955 ***********************************************************************
 DF9955  DESIGNATION -  2V13
 DF9955  PID         -  DF9955
 DF9955  STATE/COUNTY-  WI/DANE
 DF9955  USGS QUAD   -  COTTAGE GROVE (1982)
 DF9955
 DF9955                         *CURRENT SURVEY CONTROL
 DF9955  ___________________________________________________________________
 DF9955* NAD 83(1986)-  43 05 32.     (N)    089 10 43.     (W)     SCALED    
 DF9955* NAVD 88     -       285.876  (meters)     937.91   (feet)  ADJUSTED  
 DF9955  ___________________________________________________________________
 DF9955  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 DF9955  DYNAMIC HT  -         285.799 (meters)     937.66  (feet)  COMP
 DF9955  MODELED GRAV-     980,343.4   (mgal)                       NAVD 88
 DF9955
 DF9955  VERT ORDER  -  SECOND    CLASS I
 DF9955
 DF9955.The horizontal coordinates were scaled from a topographic map and have
 DF9955.an estimated accuracy of +/- 6 seconds.
 DF9955
 DF9955.The orthometric height was determined by differential leveling
 DF9955.and adjusted by the National Geodetic Survey in February 2004..
 DF9955
 DF9955.The geoid height was determined by GEOID03.
 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     -   121,670.      666,870.      MT  (+/- 180 meters Scaled)
 DF9955
 DF9955                          SUPERSEDED SURVEY CONTROL
 DF9955
 DF9955.No superseded survey control is available for this station.
 DF9955
 DF9955_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN226733(NAD 83)
 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 - 2001
 DF9955
 DF9955  HISTORY     - Date     Condition        Report By
 DF9955  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9954 ***********************************************************************
 DF9954  DESIGNATION -  2V14
 DF9954  PID         -  DF9954
 DF9954  STATE/COUNTY-  WI/DANE
 DF9954  USGS QUAD   -  COTTAGE GROVE (1982)
 DF9954
 DF9954                         *CURRENT SURVEY CONTROL
 DF9954  ___________________________________________________________________
 DF9954* NAD 83(1986)-  43 06 35.     (N)    089 11 55.     (W)     SCALED    
 DF9954* NAVD 88     -       293.716  (meters)     963.63   (feet)  ADJUSTED  
 DF9954  ___________________________________________________________________
 DF9954  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 DF9954  DYNAMIC HT  -         293.637 (meters)     963.37  (feet)  COMP
 DF9954  MODELED GRAV-     980,343.4   (mgal)                       NAVD 88
 DF9954
 DF9954  VERT ORDER  -  SECOND    CLASS I
 DF9954
 DF9954.The horizontal coordinates were scaled from a topographic map and have
 DF9954.an estimated accuracy of +/- 6 seconds.
 DF9954
 DF9954.The orthometric height was determined by differential leveling
 DF9954.and adjusted by the National Geodetic Survey in February 2004..
 DF9954
 DF9954.The geoid height was determined by GEOID03.
 DF9954
 DF9954.The dynamic height is computed by dividing the NAVD 88
 DF9954.geopotential number by the normal gravity value computed on the
 DF9954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9954.degrees latitude (g = 980.6199 gals.).
 DF9954
 DF9954.The modeled gravity was interpolated from observed gravity values.
 DF9954
 DF9954;                    North         East    Units  Estimated Accuracy
 DF9954;SPC WI S     -   123,590.      665,230.      MT  (+/- 180 meters Scaled)
 DF9954
 DF9954                          SUPERSEDED SURVEY CONTROL
 DF9954
 DF9954.No superseded survey control is available for this station.
 DF9954
 DF9954_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN211753(NAD 83)
 DF9954_MARKER: DD = SURVEY DISK
 DF9954_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF9954_SP_SET: ABUTMENT
 DF9954_STAMPING: 2V14 2002
 DF9954_MARK LOGO: WIDT  
 DF9954_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF9954_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9954+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9954
 DF9954  HISTORY     - Date     Condition        Report By
 DF9954  HISTORY     - 2001     MONUMENTED       WIDT
 DF9954
 DF9954                          STATION DESCRIPTION
 DF9954
 DF9954'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9954'THE STATION IS LOCATED ABOUT 15 KM EAST-NORTHEAST OF MADISON, 8 KM
 DF9954'SOUTH OF SUN PRAIRIE AND 4 KM NORTH OF COTTAGE GROVE.
 DF9954'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  THE STATION IS
 DF9954'LOCATED AT THE JUNCTION OF INTERSTATE HIGHWAY 94 WITHCOUNTY HIGHWAY N
 DF9954'(EXIT244) .  THE STATION IS A BRONZE WISCONSIN DEAPRTMENT OF
 DF9954'TRANSPORTATION GEODETIC SURVEY CONCTROL STATION DISK SET IN THE SOUTH
 DF9954'END OF THE WEST ABUTMENT OF THE WESTBOUND LANES OF INTERSTATE HIGHWAY
 DF9954'94 OVERPASS --B-13-153-62-- OF COUNTY HIGHWAY N.  THE STATION IS 6.0
 DF9954'M SOUTH OF THE CENTERLINE OF THE WESTBOUND LANES OF INTERSTATE
 DF9954'HIGHWAY 94, 25.0 M EAST OF A WOOD POST FOR A --W 94 MILE 244 6--
 DF9954'SIGN. ---NOTE---THE STATION IS 0.5 M NORTHEAST OF A WHITE PLASTIC
 DF9954'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9954'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9953 ***********************************************************************
 DF9953  DESIGNATION -  2V15
 DF9953  PID         -  DF9953
 DF9953  STATE/COUNTY-  WI/DANE
 DF9953  USGS QUAD   -  SUN PRAIRIE (1982)
 DF9953
 DF9953                         *CURRENT SURVEY CONTROL
 DF9953  ___________________________________________________________________
 DF9953* NAD 83(1986)-  43 07 35.     (N)    089 11 55.     (W)     SCALED    
 DF9953* NAVD 88     -       276.725  (meters)     907.89   (feet)  ADJUSTED  
 DF9953  ___________________________________________________________________
 DF9953  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 DF9953  DYNAMIC HT  -         276.651 (meters)     907.65  (feet)  COMP
 DF9953  MODELED GRAV-     980,343.4   (mgal)                       NAVD 88
 DF9953
 DF9953  VERT ORDER  -  SECOND    CLASS I
 DF9953
 DF9953.The horizontal coordinates were scaled from a topographic map and have
 DF9953.an estimated accuracy of +/- 6 seconds.
 DF9953
 DF9953.The orthometric height was determined by differential leveling
 DF9953.and adjusted by the National Geodetic Survey in February 2004..
 DF9953
 DF9953.The geoid height was determined by GEOID03.
 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     -   125,440.      665,210.      MT  (+/- 180 meters Scaled)
 DF9953
 DF9953                          SUPERSEDED SURVEY CONTROL
 DF9953
 DF9953.No superseded survey control is available for this station.
 DF9953
 DF9953_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN211771(NAD 83)
 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 - 2001
 DF9953
 DF9953  HISTORY     - Date     Condition        Report By
 DF9953  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9952 ***********************************************************************
 DF9952  DESIGNATION -  2V16
 DF9952  PID         -  DF9952
 DF9952  STATE/COUNTY-  WI/DANE
 DF9952  USGS QUAD   -  SUN PRAIRIE (1982)
 DF9952
 DF9952                         *CURRENT SURVEY CONTROL
 DF9952  ___________________________________________________________________
 DF9952* NAD 83(1986)-  43 08 22.     (N)    089 12 19.     (W)     SCALED    
 DF9952* NAVD 88     -       279.936  (meters)     918.42   (feet)  ADJUSTED  
 DF9952  ___________________________________________________________________
 DF9952  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 DF9952  DYNAMIC HT  -         279.860 (meters)     918.17  (feet)  COMP
 DF9952  MODELED GRAV-     980,343.3   (mgal)                       NAVD 88
 DF9952
 DF9952  VERT ORDER  -  SECOND    CLASS I
 DF9952
 DF9952.The horizontal coordinates were scaled from a topographic map and have
 DF9952.an estimated accuracy of +/- 6 seconds.
 DF9952
 DF9952.The orthometric height was determined by differential leveling
 DF9952.and adjusted by the National Geodetic Survey in February 2004..
 DF9952
 DF9952.The geoid height was determined by GEOID03.
 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     -   126,890.      664,650.      MT  (+/- 180 meters Scaled)
 DF9952
 DF9952                          SUPERSEDED SURVEY CONTROL
 DF9952
 DF9952.No superseded survey control is available for this station.
 DF9952
 DF9952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN206786(NAD 83)
 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 - 2001
 DF9952
 DF9952  HISTORY     - Date     Condition        Report By
 DF9952  HISTORY     - 2001     MONUMENTED       WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9951 ***********************************************************************
 DF9951  DESIGNATION -  2V17
 DF9951  PID         -  DF9951
 DF9951  STATE/COUNTY-  WI/DANE
 DF9951  USGS QUAD   -  SUN PRAIRIE (1982)
 DF9951
 DF9951                         *CURRENT SURVEY CONTROL
 DF9951  ___________________________________________________________________
 DF9951* NAD 83(1986)-  43 09 17.     (N)    089 12 27.     (W)     SCALED    
 DF9951* NAVD 88     -       282.384  (meters)     926.45   (feet)  ADJUSTED  
 DF9951  ___________________________________________________________________
 DF9951  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 DF9951  DYNAMIC HT  -         282.308 (meters)     926.21  (feet)  COMP
 DF9951  MODELED GRAV-     980,343.1   (mgal)                       NAVD 88
 DF9951
 DF9951  VERT ORDER  -  SECOND    CLASS I
 DF9951
 DF9951.The horizontal coordinates were scaled from a topographic map and have
 DF9951.an estimated accuracy of +/- 6 seconds.
 DF9951
 DF9951.The orthometric height was determined by differential leveling
 DF9951.and adjusted by the National Geodetic Survey in February 2004..
 DF9951
 DF9951.The geoid height was determined by GEOID03.
 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     -   128,590.      664,450.      MT  (+/- 180 meters Scaled)
 DF9951
 DF9951                          SUPERSEDED SURVEY CONTROL
 DF9951
 DF9951.No superseded survey control is available for this station.
 DF9951
 DF9951_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN205803(NAD 83)
 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 - 2001
 DF9951
 DF9951  HISTORY     - Date     Condition        Report By
 DF9951  HISTORY     - 2001     MONUMENTED       WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9595 ***********************************************************************
 DF9595  DESIGNATION -  2W01
 DF9595  PID         -  DF9595
 DF9595  STATE/COUNTY-  WI/JEFFERSON
 DF9595  USGS QUAD   -  OCONOMOWOC WEST (1971)
 DF9595
 DF9595                         *CURRENT SURVEY CONTROL
 DF9595  ___________________________________________________________________
 DF9595* NAD 83(1986)-  43 01 16.     (N)    088 36 01.     (W)     SCALED    
 DF9595* NAVD 88     -       257.677  (meters)     845.40   (feet)  ADJUSTED  
 DF9595  ___________________________________________________________________
 DF9595  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 DF9595  DYNAMIC HT  -         257.610 (meters)     845.18  (feet)  COMP
 DF9595  MODELED GRAV-     980,353.8   (mgal)                       NAVD 88
 DF9595
 DF9595  VERT ORDER  -  SECOND    CLASS I
 DF9595
 DF9595.The horizontal coordinates were scaled from a topographic map and have
 DF9595.an estimated accuracy of +/- 6 seconds.
 DF9595
 DF9595.The orthometric height was determined by differential leveling
 DF9595.and adjusted by the National Geodetic Survey in February 2004..
 DF9595
 DF9595.The geoid height was determined by GEOID03.
 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     -   114,390.      714,090.      MT  (+/- 180 meters Scaled)
 DF9595
 DF9595                          SUPERSEDED SURVEY CONTROL
 DF9595
 DF9595.No superseded survey control is available for this station.
 DF9595
 DF9595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN696644(NAD 83)
 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 - 2001
 DF9595
 DF9595  HISTORY     - Date     Condition        Report By
 DF9595  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9596 ***********************************************************************
 DF9596  DESIGNATION -  2W02
 DF9596  PID         -  DF9596
 DF9596  STATE/COUNTY-  WI/JEFFERSON
 DF9596  USGS QUAD   -  OCONOMOWOC WEST (1971)
 DF9596
 DF9596                         *CURRENT SURVEY CONTROL
 DF9596  ___________________________________________________________________
 DF9596* NAD 83(1986)-  43 02 06.     (N)    088 36 28.     (W)     SCALED    
 DF9596* NAVD 88     -       266.240  (meters)     873.49   (feet)  ADJUSTED  
 DF9596  ___________________________________________________________________
 DF9596  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 DF9596  DYNAMIC HT  -         266.171 (meters)     873.26  (feet)  COMP
 DF9596  MODELED GRAV-     980,354.5   (mgal)                       NAVD 88
 DF9596
 DF9596  VERT ORDER  -  SECOND    CLASS I
 DF9596
 DF9596.The horizontal coordinates were scaled from a topographic map and have
 DF9596.an estimated accuracy of +/- 6 seconds.
 DF9596
 DF9596.The orthometric height was determined by differential leveling
 DF9596.and adjusted by the National Geodetic Survey in February 2004..
 DF9596
 DF9596.The geoid height was determined by GEOID03.
 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     -   115,930.      713,450.      MT  (+/- 180 meters Scaled)
 DF9596
 DF9596                          SUPERSEDED SURVEY CONTROL
 DF9596
 DF9596.No superseded survey control is available for this station.
 DF9596
 DF9596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN690659(NAD 83)
 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 - 2001
 DF9596
 DF9596  HISTORY     - Date     Condition        Report By
 DF9596  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9597 ***********************************************************************
 DF9597  DESIGNATION -  2W03
 DF9597  PID         -  DF9597
 DF9597  STATE/COUNTY-  WI/JEFFERSON
 DF9597  USGS QUAD   -  OCONOMOWOC WEST (1971)
 DF9597
 DF9597                         *CURRENT SURVEY CONTROL
 DF9597  ___________________________________________________________________
 DF9597* NAD 83(1986)-  43 03 03.     (N)    088 36 30.     (W)     SCALED    
 DF9597* NAVD 88     -       260.173  (meters)     853.58   (feet)  ADJUSTED  
 DF9597  ___________________________________________________________________
 DF9597  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 DF9597  DYNAMIC HT  -         260.105 (meters)     853.36  (feet)  COMP
 DF9597  MODELED GRAV-     980,355.4   (mgal)                       NAVD 88
 DF9597
 DF9597  VERT ORDER  -  SECOND    CLASS I
 DF9597
 DF9597.The horizontal coordinates were scaled from a topographic map and have
 DF9597.an estimated accuracy of +/- 6 seconds.
 DF9597
 DF9597.The orthometric height was determined by differential leveling
 DF9597.and adjusted by the National Geodetic Survey in February 2004..
 DF9597
 DF9597.The geoid height was determined by GEOID03.
 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     -   117,680.      713,370.      MT  (+/- 180 meters Scaled)
 DF9597
 DF9597                          SUPERSEDED SURVEY CONTROL
 DF9597
 DF9597.No superseded survey control is available for this station.
 DF9597
 DF9597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN690677(NAD 83)
 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 - 2001
 DF9597
 DF9597  HISTORY     - Date     Condition        Report By
 DF9597  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9598 ***********************************************************************
 DF9598  DESIGNATION -  2W04
 DF9598  PID         -  DF9598
 DF9598  STATE/COUNTY-  WI/JEFFERSON
 DF9598  USGS QUAD   -  OCONOMOWOC WEST (1971)
 DF9598
 DF9598                         *CURRENT SURVEY CONTROL
 DF9598  ___________________________________________________________________
 DF9598* NAD 83(1986)-  43 03 37.     (N)    088 36 01.     (W)     SCALED    
 DF9598* NAVD 88     -       265.063  (meters)     869.63   (feet)  ADJUSTED  
 DF9598  ___________________________________________________________________
 DF9598  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 DF9598  DYNAMIC HT  -         264.994 (meters)     869.40  (feet)  COMP
 DF9598  MODELED GRAV-     980,355.8   (mgal)                       NAVD 88
 DF9598
 DF9598  VERT ORDER  -  SECOND    CLASS I
 DF9598
 DF9598.The horizontal coordinates were scaled from a topographic map and have
 DF9598.an estimated accuracy of +/- 6 seconds.
 DF9598
 DF9598.The orthometric height was determined by differential leveling
 DF9598.and adjusted by the National Geodetic Survey in February 2004..
 DF9598
 DF9598.The geoid height was determined by GEOID03.
 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     -   118,740.      714,010.      MT  (+/- 180 meters Scaled)
 DF9598
 DF9598                          SUPERSEDED SURVEY CONTROL
 DF9598
 DF9598.No superseded survey control is available for this station.
 DF9598
 DF9598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN696687(NAD 83)
 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 - 2001
 DF9598
 DF9598  HISTORY     - Date     Condition        Report By
 DF9598  HISTORY     - 2001     MONUMENTED       WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9600 ***********************************************************************
 DF9600  DESIGNATION -  2W05
 DF9600  PID         -  DF9600
 DF9600  STATE/COUNTY-  WI/JEFFERSON
 DF9600  USGS QUAD   -  OCONOMOWOC WEST (1971)
 DF9600
 DF9600                         *CURRENT SURVEY CONTROL
 DF9600  ___________________________________________________________________
 DF9600* NAD 83(1986)-  43 05 33.     (N)    088 34 49.     (W)     SCALED    
 DF9600* NAVD 88     -       263.292  (meters)     863.82   (feet)  ADJUSTED  
 DF9600  ___________________________________________________________________
 DF9600  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 DF9600  DYNAMIC HT  -         263.225 (meters)     863.60  (feet)  COMP
 DF9600  MODELED GRAV-     980,357.4   (mgal)                       NAVD 88
 DF9600
 DF9600  VERT ORDER  -  SECOND    CLASS I
 DF9600
 DF9600.The horizontal coordinates were scaled from a topographic map and have
 DF9600.an estimated accuracy of +/- 6 seconds.
 DF9600
 DF9600.The orthometric height was determined by differential leveling
 DF9600.and adjusted by the National Geodetic Survey in February 2004..
 DF9600
 DF9600.The geoid height was determined by GEOID03.
 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     -   122,350.      715,580.      MT  (+/- 180 meters Scaled)
 DF9600
 DF9600                          SUPERSEDED SURVEY CONTROL
 DF9600
 DF9600.No superseded survey control is available for this station.
 DF9600
 DF9600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN713722(NAD 83)
 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 - 2001
 DF9600
 DF9600  HISTORY     - Date     Condition        Report By
 DF9600  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9601 ***********************************************************************
 DF9601  DESIGNATION -  2W06
 DF9601  PID         -  DF9601
 DF9601  STATE/COUNTY-  WI/JEFFERSON
 DF9601  USGS QUAD   -  OCONOMOWOC WEST (1971)
 DF9601
 DF9601                         *CURRENT SURVEY CONTROL
 DF9601  ___________________________________________________________________
 DF9601* NAD 83(1986)-  43 06 29.     (N)    088 35 21.     (W)     SCALED    
 DF9601* NAVD 88     -       259.970  (meters)     852.92   (feet)  ADJUSTED  
 DF9601  ___________________________________________________________________
 DF9601  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 DF9601  DYNAMIC HT  -         259.904 (meters)     852.70  (feet)  COMP
 DF9601  MODELED GRAV-     980,358.4   (mgal)                       NAVD 88
 DF9601
 DF9601  VERT ORDER  -  SECOND    CLASS I
 DF9601
 DF9601.The horizontal coordinates were scaled from a topographic map and have
 DF9601.an estimated accuracy of +/- 6 seconds.
 DF9601
 DF9601.The orthometric height was determined by differential leveling
 DF9601.and adjusted by the National Geodetic Survey in February 2004..
 DF9601
 DF9601.The geoid height was determined by GEOID03.
 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     -   124,070.      714,830.      MT  (+/- 180 meters Scaled)
 DF9601
 DF9601                          SUPERSEDED SURVEY CONTROL
 DF9601
 DF9601.No superseded survey control is available for this station.
 DF9601
 DF9601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN706740(NAD 83)
 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 - 2001
 DF9601
 DF9601  HISTORY     - Date     Condition        Report By
 DF9601  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9602 ***********************************************************************
 DF9602  DESIGNATION -  2W07
 DF9602  PID         -  DF9602
 DF9602  STATE/COUNTY-  WI/JEFFERSON
 DF9602  USGS QUAD   -  OCONOMOWOC WEST (1971)
 DF9602
 DF9602                         *CURRENT SURVEY CONTROL
 DF9602  ___________________________________________________________________
 DF9602* NAD 83(1986)-  43 07 20.     (N)    088 35 35.     (W)     SCALED    
 DF9602* NAVD 88     -       262.393  (meters)     860.87   (feet)  ADJUSTED  
 DF9602  ___________________________________________________________________
 DF9602  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 DF9602  DYNAMIC HT  -         262.327 (meters)     860.65  (feet)  COMP
 DF9602  MODELED GRAV-     980,359.3   (mgal)                       NAVD 88
 DF9602
 DF9602  VERT ORDER  -  SECOND    CLASS I
 DF9602
 DF9602.The horizontal coordinates were scaled from a topographic map and have
 DF9602.an estimated accuracy of +/- 6 seconds.
 DF9602
 DF9602.The orthometric height was determined by differential leveling
 DF9602.and adjusted by the National Geodetic Survey in February 2004..
 DF9602
 DF9602.The geoid height was determined by GEOID03.
 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     -   125,630.      714,480.      MT  (+/- 180 meters Scaled)
 DF9602
 DF9602                          SUPERSEDED SURVEY CONTROL
 DF9602
 DF9602.No superseded survey control is available for this station.
 DF9602
 DF9602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN704756(NAD 83)
 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 - 2001
 DF9602
 DF9602  HISTORY     - Date     Condition        Report By
 DF9602  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9603 ***********************************************************************
 DF9603  DESIGNATION -  2W08
 DF9603  PID         -  DF9603
 DF9603  STATE/COUNTY-  WI/JEFFERSON
 DF9603  USGS QUAD   -  IXONIA (1971)
 DF9603
 DF9603                         *CURRENT SURVEY CONTROL
 DF9603  ___________________________________________________________________
 DF9603* NAD 83(1986)-  43 08 21.     (N)    088 35 33.     (W)     SCALED    
 DF9603* NAVD 88     -       262.713  (meters)     861.92   (feet)  ADJUSTED  
 DF9603  ___________________________________________________________________
 DF9603  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 DF9603  DYNAMIC HT  -         262.646 (meters)     861.70  (feet)  COMP
 DF9603  MODELED GRAV-     980,360.5   (mgal)                       NAVD 88
 DF9603
 DF9603  VERT ORDER  -  SECOND    CLASS I
 DF9603
 DF9603.The horizontal coordinates were scaled from a topographic map and have
 DF9603.an estimated accuracy of +/- 6 seconds.
 DF9603
 DF9603.The orthometric height was determined by differential leveling
 DF9603.and adjusted by the National Geodetic Survey in February 2004..
 DF9603
 DF9603.The geoid height was determined by GEOID03.
 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     -   127,520.      714,500.      MT  (+/- 180 meters Scaled)
 DF9603
 DF9603                          SUPERSEDED SURVEY CONTROL
 DF9603
 DF9603.No superseded survey control is available for this station.
 DF9603
 DF9603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN704775(NAD 83)
 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 - 2001
 DF9603
 DF9603  HISTORY     - Date     Condition        Report By
 DF9603  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9604 ***********************************************************************
 DF9604  DESIGNATION -  2W09
 DF9604  PID         -  DF9604
 DF9604  STATE/COUNTY-  WI/JEFFERSON
 DF9604  USGS QUAD   -  IXONIA (1971)
 DF9604
 DF9604                         *CURRENT SURVEY CONTROL
 DF9604  ___________________________________________________________________
 DF9604* NAD 83(1986)-  43 08 29.     (N)    088 34 59.     (W)     SCALED    
 DF9604* NAVD 88     -       268.983  (meters)     882.49   (feet)  ADJUSTED  
 DF9604  ___________________________________________________________________
 DF9604  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 DF9604  DYNAMIC HT  -         268.915 (meters)     882.27  (feet)  COMP
 DF9604  MODELED GRAV-     980,360.6   (mgal)                       NAVD 88
 DF9604
 DF9604  VERT ORDER  -  SECOND    CLASS I
 DF9604
 DF9604.The horizontal coordinates were scaled from a topographic map and have
 DF9604.an estimated accuracy of +/- 6 seconds.
 DF9604
 DF9604.The orthometric height was determined by differential leveling
 DF9604.and adjusted by the National Geodetic Survey in February 2004..
 DF9604
 DF9604.The geoid height was determined by GEOID03.
 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     -   127,780.      715,260.      MT  (+/- 180 meters Scaled)
 DF9604
 DF9604                          SUPERSEDED SURVEY CONTROL
 DF9604
 DF9604.No superseded survey control is available for this station.
 DF9604
 DF9604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN712777(NAD 83)
 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 - 2001
 DF9604
 DF9604  HISTORY     - Date     Condition        Report By
 DF9604  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9605 ***********************************************************************
 DF9605  DESIGNATION -  2W10
 DF9605  PID         -  DF9605
 DF9605  STATE/COUNTY-  WI/JEFFERSON
 DF9605  USGS QUAD   -  IXONIA (1971)
 DF9605
 DF9605                         *CURRENT SURVEY CONTROL
 DF9605  ___________________________________________________________________
 DF9605* NAD 83(1986)-  43 09 27.     (N)    088 34 50.     (W)     SCALED    
 DF9605* NAVD 88     -       258.230  (meters)     847.21   (feet)  ADJUSTED  
 DF9605  ___________________________________________________________________
 DF9605  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 DF9605  DYNAMIC HT  -         258.165 (meters)     847.00  (feet)  COMP
 DF9605  MODELED GRAV-     980,361.7   (mgal)                       NAVD 88
 DF9605
 DF9605  VERT ORDER  -  SECOND    CLASS I
 DF9605
 DF9605.The horizontal coordinates were scaled from a topographic map and have
 DF9605.an estimated accuracy of +/- 6 seconds.
 DF9605
 DF9605.The orthometric height was determined by differential leveling
 DF9605.and adjusted by the National Geodetic Survey in February 2004..
 DF9605
 DF9605.The geoid height was determined by GEOID03.
 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     -   129,570.      715,430.      MT  (+/- 180 meters Scaled)
 DF9605
 DF9605                          SUPERSEDED SURVEY CONTROL
 DF9605
 DF9605.No superseded survey control is available for this station.
 DF9605
 DF9605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN715795(NAD 83)
 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 - 2001
 DF9605
 DF9605  HISTORY     - Date     Condition        Report By
 DF9605  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9606 ***********************************************************************
 DF9606  DESIGNATION -  2W11
 DF9606  PID         -  DF9606
 DF9606  STATE/COUNTY-  WI/JEFFERSON
 DF9606  USGS QUAD   -  IXONIA (1971)
 DF9606
 DF9606                         *CURRENT SURVEY CONTROL
 DF9606  ___________________________________________________________________
 DF9606* NAD 83(1986)-  43 10 24.     (N)    088 34 22.     (W)     SCALED    
 DF9606* NAVD 88     -       263.697  (meters)     865.15   (feet)  ADJUSTED  
 DF9606  ___________________________________________________________________
 DF9606  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 DF9606  DYNAMIC HT  -         263.631 (meters)     864.93  (feet)  COMP
 DF9606  MODELED GRAV-     980,362.9   (mgal)                       NAVD 88
 DF9606
 DF9606  VERT ORDER  -  SECOND    CLASS I
 DF9606
 DF9606.The horizontal coordinates were scaled from a topographic map and have
 DF9606.an estimated accuracy of +/- 6 seconds.
 DF9606
 DF9606.The orthometric height was determined by differential leveling
 DF9606.and adjusted by the National Geodetic Survey in February 2004..
 DF9606
 DF9606.The geoid height was determined by GEOID03.
 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     -   131,340.      716,040.      MT  (+/- 180 meters Scaled)
 DF9606
 DF9606                          SUPERSEDED SURVEY CONTROL
 DF9606
 DF9606.No superseded survey control is available for this station.
 DF9606
 DF9606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN721812(NAD 83)
 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 - 2001
 DF9606
 DF9606  HISTORY     - Date     Condition        Report By
 DF9606  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9609 ***********************************************************************
 DF9609  DESIGNATION -  2W12
 DF9609  PID         -  DF9609
 DF9609  STATE/COUNTY-  WI/JEFFERSON
 DF9609  USGS QUAD   -  IXONIA (1971)
 DF9609
 DF9609                         *CURRENT SURVEY CONTROL
 DF9609  ___________________________________________________________________
 DF9609* NAD 83(1986)-  43 10 50.     (N)    088 33 29.     (W)     SCALED    
 DF9609* NAVD 88     -       259.311  (meters)     850.76   (feet)  ADJUSTED  
 DF9609  ___________________________________________________________________
 DF9609  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 DF9609  DYNAMIC HT  -         259.246 (meters)     850.54  (feet)  COMP
 DF9609  MODELED GRAV-     980,363.4   (mgal)                       NAVD 88
 DF9609
 DF9609  VERT ORDER  -  SECOND    CLASS I
 DF9609
 DF9609.The horizontal coordinates were scaled from a topographic map and have
 DF9609.an estimated accuracy of +/- 6 seconds.
 DF9609
 DF9609.The orthometric height was determined by differential leveling
 DF9609.and adjusted by the National Geodetic Survey in February 2004..
 DF9609
 DF9609.The geoid height was determined by GEOID03.
 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     -   132,160.      717,220.      MT  (+/- 180 meters Scaled)
 DF9609
 DF9609                          SUPERSEDED SURVEY CONTROL
 DF9609
 DF9609.No superseded survey control is available for this station.
 DF9609
 DF9609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN733820(NAD 83)
 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 - 2001
 DF9609
 DF9609  HISTORY     - Date     Condition        Report By
 DF9609  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9610 ***********************************************************************
 DF9610  DESIGNATION -  2W13
 DF9610  PID         -  DF9610
 DF9610  STATE/COUNTY-  WI/WAUKESHA
 DF9610  USGS QUAD   -  IXONIA (1971)
 DF9610
 DF9610                         *CURRENT SURVEY CONTROL
 DF9610  ___________________________________________________________________
 DF9610* NAD 83(1986)-  43 10 40.     (N)    088 32 04.     (W)     SCALED    
 DF9610* NAVD 88     -       261.017  (meters)     856.35   (feet)  ADJUSTED  
 DF9610  ___________________________________________________________________
 DF9610  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 DF9610  DYNAMIC HT  -         260.951 (meters)     856.14  (feet)  COMP
 DF9610  MODELED GRAV-     980,362.7   (mgal)                       NAVD 88
 DF9610
 DF9610  VERT ORDER  -  SECOND    CLASS I
 DF9610
 DF9610.The horizontal coordinates were scaled from a topographic map and have
 DF9610.an estimated accuracy of +/- 6 seconds.
 DF9610
 DF9610.The orthometric height was determined by differential leveling
 DF9610.and adjusted by the National Geodetic Survey in February 2004..
 DF9610
 DF9610.The geoid height was determined by GEOID03.
 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     -   131,890.      719,140.      MT  (+/- 180 meters Scaled)
 DF9610
 DF9610                          SUPERSEDED SURVEY CONTROL
 DF9610
 DF9610.No superseded survey control is available for this station.
 DF9610
 DF9610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN752817(NAD 83)
 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 SUITABLE FOR
 DF9610+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9610
 DF9610  HISTORY     - Date     Condition        Report By
 DF9610  HISTORY     - 2001     MONUMENTED       WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9569 ***********************************************************************
 DF9569  DESIGNATION -  2W14
 DF9569  PID         -  DF9569
 DF9569  STATE/COUNTY-  WI/WAUKESHA
 DF9569  USGS QUAD   -  IXONIA (1971)
 DF9569
 DF9569                         *CURRENT SURVEY CONTROL
 DF9569  ___________________________________________________________________
 DF9569* NAD 83(1986)-  43 10 48.     (N)    088 30 35.     (W)     SCALED    
 DF9569* NAVD 88     -       265.369  (meters)     870.63   (feet)  ADJUSTED  
 DF9569  ___________________________________________________________________
 DF9569  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 DF9569  DYNAMIC HT  -         265.303 (meters)     870.41  (feet)  COMP
 DF9569  MODELED GRAV-     980,362.3   (mgal)                       NAVD 88
 DF9569
 DF9569  VERT ORDER  -  SECOND    CLASS I
 DF9569
 DF9569.The horizontal coordinates were scaled from a topographic map and have
 DF9569.an estimated accuracy of +/- 6 seconds.
 DF9569
 DF9569.The orthometric height was determined by differential leveling
 DF9569.and adjusted by the National Geodetic Survey in February 2004..
 DF9569
 DF9569.The geoid height was determined by GEOID03.
 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     -   132,170.      721,150.      MT  (+/- 180 meters Scaled)
 DF9569
 DF9569                          SUPERSEDED SURVEY CONTROL
 DF9569
 DF9569.No superseded survey control is available for this station.
 DF9569
 DF9569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN773819(NAD 83)
 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 - 2001
 DF9569
 DF9569  HISTORY     - Date     Condition        Report By
 DF9569  HISTORY     - 2001     MONUMENTED       WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9570 ***********************************************************************
 DF9570  DESIGNATION -  2W15
 DF9570  PID         -  DF9570
 DF9570  STATE/COUNTY-  WI/DODGE
 DF9570  USGS QUAD   -  IXONIA (1971)
 DF9570
 DF9570                         *CURRENT SURVEY CONTROL
 DF9570  ___________________________________________________________________
 DF9570* NAD 83(1986)-  43 12 25.     (N)    088 30 50.     (W)     SCALED    
 DF9570* NAVD 88     -       259.054  (meters)     849.91   (feet)  ADJUSTED  
 DF9570  ___________________________________________________________________
 DF9570  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 DF9570  DYNAMIC HT  -         258.990 (meters)     849.70  (feet)  COMP
 DF9570  MODELED GRAV-     980,364.9   (mgal)                       NAVD 88
 DF9570
 DF9570  VERT ORDER  -  SECOND    CLASS I
 DF9570
 DF9570.The horizontal coordinates were scaled from a topographic map and have
 DF9570.an estimated accuracy of +/- 6 seconds.
 DF9570
 DF9570.The orthometric height was determined by differential leveling
 DF9570.and adjusted by the National Geodetic Survey in February 2004..
 DF9570
 DF9570.The geoid height was determined by GEOID03.
 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     -   135,160.      720,760.      MT  (+/- 180 meters Scaled)
 DF9570
 DF9570                          SUPERSEDED SURVEY CONTROL
 DF9570
 DF9570.No superseded survey control is available for this station.
 DF9570
 DF9570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN770849(NAD 83)
 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 SUITABLE FOR
 DF9570+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9570
 DF9570  HISTORY     - Date     Condition        Report By
 DF9570  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9571 ***********************************************************************
 DF9571  DESIGNATION -  2W16
 DF9571  PID         -  DF9571
 DF9571  STATE/COUNTY-  WI/DODGE
 DF9571  USGS QUAD   -  IXONIA (1971)
 DF9571
 DF9571                         *CURRENT SURVEY CONTROL
 DF9571  ___________________________________________________________________
 DF9571* NAD 83(1986)-  43 13 36.     (N)    088 31 11.     (W)     SCALED    
 DF9571* NAVD 88     -       269.687  (meters)     884.80   (feet)  ADJUSTED  
 DF9571  ___________________________________________________________________
 DF9571  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 DF9571  DYNAMIC HT  -         269.620 (meters)     884.58  (feet)  COMP
 DF9571  MODELED GRAV-     980,367.0   (mgal)                       NAVD 88
 DF9571
 DF9571  VERT ORDER  -  SECOND    CLASS I
 DF9571
 DF9571.The horizontal coordinates were scaled from a topographic map and have
 DF9571.an estimated accuracy of +/- 6 seconds.
 DF9571
 DF9571.The orthometric height was determined by differential leveling
 DF9571.and adjusted by the National Geodetic Survey in February 2004..
 DF9571
 DF9571.The geoid height was determined by GEOID03.
 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     -   137,340.      720,250.      MT  (+/- 180 meters Scaled)
 DF9571
 DF9571                          SUPERSEDED SURVEY CONTROL
 DF9571
 DF9571.No superseded survey control is available for this station.
 DF9571
 DF9571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN765871(NAD 83)
 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 - 2001
 DF9571
 DF9571  HISTORY     - Date     Condition        Report By
 DF9571  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9573 ***********************************************************************
 DF9573  DESIGNATION -  2W17
 DF9573  PID         -  DF9573
 DF9573  STATE/COUNTY-  WI/DODGE
 DF9573  USGS QUAD   -  HUSTISFORD (1980)
 DF9573
 DF9573                         *CURRENT SURVEY CONTROL
 DF9573  ___________________________________________________________________
 DF9573* NAD 83(1986)-  43 15 39.     (N)    088 31 07.     (W)     SCALED    
 DF9573* NAVD 88     -       323.275  (meters)    1060.61   (feet)  ADJUSTED  
 DF9573  ___________________________________________________________________
 DF9573  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 DF9573  DYNAMIC HT  -         323.197 (meters)    1060.36  (feet)  COMP
 DF9573  MODELED GRAV-     980,370.4   (mgal)                       NAVD 88
 DF9573
 DF9573  VERT ORDER  -  SECOND    CLASS I
 DF9573
 DF9573.The horizontal coordinates were scaled from a topographic map and have
 DF9573.an estimated accuracy of +/- 6 seconds.
 DF9573
 DF9573.The orthometric height was determined by differential leveling
 DF9573.and adjusted by the National Geodetic Survey in February 2004..
 DF9573
 DF9573.The geoid height was determined by GEOID03.
 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     -   141,140.      720,270.      MT  (+/- 180 meters Scaled)
 DF9573
 DF9573                          SUPERSEDED SURVEY CONTROL
 DF9573
 DF9573.No superseded survey control is available for this station.
 DF9573
 DF9573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN767909(NAD 83)
 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 - 2001
 DF9573
 DF9573  HISTORY     - Date     Condition        Report By
 DF9573  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9574 ***********************************************************************
 DF9574  DESIGNATION -  2W18
 DF9574  PID         -  DF9574
 DF9574  STATE/COUNTY-  WI/DODGE
 DF9574  USGS QUAD   -  HUSTISFORD (1980)
 DF9574
 DF9574                         *CURRENT SURVEY CONTROL
 DF9574  ___________________________________________________________________
 DF9574* NAD 83(1986)-  43 16 29.     (N)    088 31 06.     (W)     SCALED    
 DF9574* NAVD 88     -       293.930  (meters)     964.34   (feet)  ADJUSTED  
 DF9574  ___________________________________________________________________
 DF9574  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 DF9574  DYNAMIC HT  -         293.859 (meters)     964.10  (feet)  COMP
 DF9574  MODELED GRAV-     980,371.8   (mgal)                       NAVD 88
 DF9574
 DF9574  VERT ORDER  -  SECOND    CLASS I
 DF9574
 DF9574.The horizontal coordinates were scaled from a topographic map and have
 DF9574.an estimated accuracy of +/- 6 seconds.
 DF9574
 DF9574.The orthometric height was determined by differential leveling
 DF9574.and adjusted by the National Geodetic Survey in February 2004..
 DF9574
 DF9574.The geoid height was determined by GEOID03.
 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     -   142,680.      720,260.      MT  (+/- 180 meters Scaled)
 DF9574
 DF9574                          SUPERSEDED SURVEY CONTROL
 DF9574
 DF9574.No superseded survey control is available for this station.
 DF9574
 DF9574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN767924(NAD 83)
 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 - 2001
 DF9574
 DF9574  HISTORY     - Date     Condition        Report By
 DF9574  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9575 ***********************************************************************
 DF9575  DESIGNATION -  2W19
 DF9575  PID         -  DF9575
 DF9575  STATE/COUNTY-  WI/DODGE
 DF9575  USGS QUAD   -  HUSTISFORD (1980)
 DF9575
 DF9575                         *CURRENT SURVEY CONTROL
 DF9575  ___________________________________________________________________
 DF9575* NAD 83(1986)-  43 17 19.     (N)    088 31 07.     (W)     SCALED    
 DF9575* NAVD 88     -       284.790  (meters)     934.35   (feet)  ADJUSTED  
 DF9575  ___________________________________________________________________
 DF9575  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 DF9575  DYNAMIC HT  -         284.721 (meters)     934.12  (feet)  COMP
 DF9575  MODELED GRAV-     980,373.2   (mgal)                       NAVD 88
 DF9575
 DF9575  VERT ORDER  -  SECOND    CLASS I
 DF9575
 DF9575.The horizontal coordinates were scaled from a topographic map and have
 DF9575.an estimated accuracy of +/- 6 seconds.
 DF9575
 DF9575.The orthometric height was determined by differential leveling
 DF9575.and adjusted by the National Geodetic Survey in February 2004..
 DF9575
 DF9575.The geoid height was determined by GEOID03.
 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     -   144,220.      720,210.      MT  (+/- 180 meters Scaled)
 DF9575
 DF9575                          SUPERSEDED SURVEY CONTROL
 DF9575
 DF9575.No superseded survey control is available for this station.
 DF9575
 DF9575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN768939(NAD 83)
 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 - 2001
 DF9575
 DF9575  HISTORY     - Date     Condition        Report By
 DF9575  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9576 ***********************************************************************
 DF9576  DESIGNATION -  2W20
 DF9576  PID         -  DF9576
 DF9576  STATE/COUNTY-  WI/DODGE
 DF9576  USGS QUAD   -  HUSTISFORD (1980)
 DF9576
 DF9576                         *CURRENT SURVEY CONTROL
 DF9576  ___________________________________________________________________
 DF9576* NAD 83(1986)-  43 18 06.     (N)    088 31 08.     (W)     SCALED    
 DF9576* NAVD 88     -       286.827  (meters)     941.03   (feet)  ADJUSTED  
 DF9576  ___________________________________________________________________
 DF9576  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 DF9576  DYNAMIC HT  -         286.759 (meters)     940.81  (feet)  COMP
 DF9576  MODELED GRAV-     980,374.4   (mgal)                       NAVD 88
 DF9576
 DF9576  VERT ORDER  -  SECOND    CLASS I
 DF9576
 DF9576.The horizontal coordinates were scaled from a topographic map and have
 DF9576.an estimated accuracy of +/- 6 seconds.
 DF9576
 DF9576.The orthometric height was determined by differential leveling
 DF9576.and adjusted by the National Geodetic Survey in February 2004..
 DF9576
 DF9576.The geoid height was determined by GEOID03.
 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     -   145,670.      720,160.      MT  (+/- 180 meters Scaled)
 DF9576
 DF9576                          SUPERSEDED SURVEY CONTROL
 DF9576
 DF9576.No superseded survey control is available for this station.
 DF9576
 DF9576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN768954(NAD 83)
 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 - 2001
 DF9576
 DF9576  HISTORY     - Date     Condition        Report By
 DF9576  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9577 ***********************************************************************
 DF9577  DESIGNATION -  2W21
 DF9577  PID         -  DF9577
 DF9577  STATE/COUNTY-  WI/DODGE
 DF9577  USGS QUAD   -  HUSTISFORD (1980)
 DF9577
 DF9577                         *CURRENT SURVEY CONTROL
 DF9577  ___________________________________________________________________
 DF9577* NAD 83(1986)-  43 19 03.     (N)    088 31 07.     (W)     SCALED    
 DF9577* NAVD 88     -       272.138  (meters)     892.84   (feet)  ADJUSTED  
 DF9577  ___________________________________________________________________
 DF9577  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 DF9577  DYNAMIC HT  -         272.074 (meters)     892.63  (feet)  COMP
 DF9577  MODELED GRAV-     980,375.9   (mgal)                       NAVD 88
 DF9577
 DF9577  VERT ORDER  -  SECOND    CLASS I
 DF9577
 DF9577.The horizontal coordinates were scaled from a topographic map and have
 DF9577.an estimated accuracy of +/- 6 seconds.
 DF9577
 DF9577.The orthometric height was determined by differential leveling
 DF9577.and adjusted by the National Geodetic Survey in February 2004..
 DF9577
 DF9577.The geoid height was determined by GEOID03.
 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     -   147,430.      720,160.      MT  (+/- 180 meters Scaled)
 DF9577
 DF9577                          SUPERSEDED SURVEY CONTROL
 DF9577
 DF9577.No superseded survey control is available for this station.
 DF9577
 DF9577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN768971(NAD 83)
 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
 DF9577  HISTORY     - Date     Condition        Report By
 DF9577  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9578 ***********************************************************************
 DF9578  DESIGNATION -  2W22
 DF9578  PID         -  DF9578
 DF9578  STATE/COUNTY-  WI/DODGE
 DF9578  USGS QUAD   -  HUSTISFORD (1980)
 DF9578
 DF9578                         *CURRENT SURVEY CONTROL
 DF9578  ___________________________________________________________________
 DF9578* NAD 83(1986)-  43 20 07.     (N)    088 30 53.     (W)     SCALED    
 DF9578* NAVD 88     -       276.136  (meters)     905.96   (feet)  ADJUSTED  
 DF9578  ___________________________________________________________________
 DF9578  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DF9578  DYNAMIC HT  -         276.071 (meters)     905.74  (feet)  COMP
 DF9578  MODELED GRAV-     980,377.3   (mgal)                       NAVD 88
 DF9578
 DF9578  VERT ORDER  -  SECOND    CLASS I
 DF9578
 DF9578.The horizontal coordinates were scaled from a topographic map and have
 DF9578.an estimated accuracy of +/- 6 seconds.
 DF9578
 DF9578.The orthometric height was determined by differential leveling
 DF9578.and adjusted by the National Geodetic Survey in February 2004..
 DF9578
 DF9578.The geoid height was determined by GEOID03.
 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     -   149,410.      720,440.      MT  (+/- 180 meters Scaled)
 DF9578
 DF9578                          SUPERSEDED SURVEY CONTROL
 DF9578
 DF9578.No superseded survey control is available for this station.
 DF9578
 DF9578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN772991(NAD 83)
 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 - 2001
 DF9578
 DF9578  HISTORY     - Date     Condition        Report By
 DF9578  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9579 ***********************************************************************
 DF9579  DESIGNATION -  2W23
 DF9579  PID         -  DF9579
 DF9579  STATE/COUNTY-  WI/DODGE
 DF9579  USGS QUAD   -  HUSTISFORD (1980)
 DF9579
 DF9579                         *CURRENT SURVEY CONTROL
 DF9579  ___________________________________________________________________
 DF9579* NAD 83(1986)-  43 21 12.     (N)    088 30 58.     (W)     SCALED    
 DF9579* NAVD 88     -       315.254  (meters)    1034.30   (feet)  ADJUSTED  
 DF9579  ___________________________________________________________________
 DF9579  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 DF9579  DYNAMIC HT  -         315.181 (meters)    1034.06  (feet)  COMP
 DF9579  MODELED GRAV-     980,378.8   (mgal)                       NAVD 88
 DF9579
 DF9579  VERT ORDER  -  SECOND    CLASS I
 DF9579
 DF9579.The horizontal coordinates were scaled from a topographic map and have
 DF9579.an estimated accuracy of +/- 6 seconds.
 DF9579
 DF9579.The orthometric height was determined by differential leveling
 DF9579.and adjusted by the National Geodetic Survey in February 2004..
 DF9579
 DF9579.The geoid height was determined by GEOID03.
 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     -   151,410.      720,290.      MT  (+/- 180 meters Scaled)
 DF9579
 DF9579                          SUPERSEDED SURVEY CONTROL
 DF9579
 DF9579.No superseded survey control is available for this station.
 DF9579
 DF9579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP771011(NAD 83)
 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 - 2001
 DF9579
 DF9579  HISTORY     - Date     Condition        Report By
 DF9579  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9977 ***********************************************************************
 DF9977  DESIGNATION -  2W24
 DF9977  PID         -  DF9977
 DF9977  STATE/COUNTY-  WI/JEFFERSON
 DF9977  USGS QUAD   -  FORT ATKINSON (1971)
 DF9977
 DF9977                         *CURRENT SURVEY CONTROL
 DF9977  ___________________________________________________________________
 DF9977* NAD 83(1986)-  42 56 15.     (N)    088 49 53.     (W)     SCALED    
 DF9977* NAVD 88     -       239.469  (meters)     785.66   (feet)  ADJUSTED  
 DF9977  ___________________________________________________________________
 DF9977  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 DF9977  DYNAMIC HT  -         239.405 (meters)     785.45  (feet)  COMP
 DF9977  MODELED GRAV-     980,349.6   (mgal)                       NAVD 88
 DF9977
 DF9977  VERT ORDER  -  SECOND    CLASS I
 DF9977
 DF9977.The horizontal coordinates were scaled from a topographic map and have
 DF9977.an estimated accuracy of +/- 6 seconds.
 DF9977
 DF9977.The orthometric height was determined by differential leveling
 DF9977.and adjusted by the National Geodetic Survey in February 2004..
 DF9977
 DF9977.The geoid height was determined by GEOID03.
 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     -   104,820.      695,380.      MT  (+/- 180 meters Scaled)
 DF9977
 DF9977                          SUPERSEDED SURVEY CONTROL
 DF9977
 DF9977.No superseded survey control is available for this station.
 DF9977
 DF9977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN505555(NAD 83)
 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 - 2001
 DF9977
 DF9977  HISTORY     - Date     Condition        Report By
 DF9977  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9976 ***********************************************************************
 DF9976  DESIGNATION -  2W25
 DF9976  PID         -  DF9976
 DF9976  STATE/COUNTY-  WI/JEFFERSON
 DF9976  USGS QUAD   -  FORT ATKINSON (1971)
 DF9976
 DF9976                         *CURRENT SURVEY CONTROL
 DF9976  ___________________________________________________________________
 DF9976* NAD 83(1986)-  42 59 08.     (N)    088 48 24.     (W)     SCALED    
 DF9976* NAVD 88     -       246.746  (meters)     809.53   (feet)  ADJUSTED  
 DF9976  ___________________________________________________________________
 DF9976  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 DF9976  DYNAMIC HT  -         246.681 (meters)     809.32  (feet)  COMP
 DF9976  MODELED GRAV-     980,352.5   (mgal)                       NAVD 88
 DF9976
 DF9976  VERT ORDER  -  SECOND    CLASS I
 DF9976
 DF9976.The horizontal coordinates were scaled from a topographic map and have
 DF9976.an estimated accuracy of +/- 6 seconds.
 DF9976
 DF9976.The orthometric height was determined by differential leveling
 DF9976.and adjusted by the National Geodetic Survey in February 2004..
 DF9976
 DF9976.The geoid height was determined by GEOID03.
 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     -   110,180.      697,320.      MT  (+/- 180 meters Scaled)
 DF9976
 DF9976                          SUPERSEDED SURVEY CONTROL
 DF9976
 DF9976.No superseded survey control is available for this station.
 DF9976
 DF9976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN527607(NAD 83)
 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 - 2001
 DF9976
 DF9976  HISTORY     - Date     Condition        Report By
 DF9976  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9975 ***********************************************************************
 DF9975  DESIGNATION -  2W26
 DF9975  PID         -  DF9975
 DF9975  STATE/COUNTY-  WI/JEFFERSON
 DF9975  USGS QUAD   -  JEFFERSON (1971)
 DF9975
 DF9975                         *CURRENT SURVEY CONTROL
 DF9975  ___________________________________________________________________
 DF9975* NAD 83(1986)-  43 03 22.     (N)    088 47 40.     (W)     SCALED    
 DF9975* NAVD 88     -       252.224  (meters)     827.50   (feet)  ADJUSTED  
 DF9975  ___________________________________________________________________
 DF9975  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 DF9975  DYNAMIC HT  -         252.158 (meters)     827.29  (feet)  COMP
 DF9975  MODELED GRAV-     980,354.3   (mgal)                       NAVD 88
 DF9975
 DF9975  VERT ORDER  -  SECOND    CLASS I
 DF9975
 DF9975.The horizontal coordinates were scaled from a topographic map and have
 DF9975.an estimated accuracy of +/- 6 seconds.
 DF9975
 DF9975.The orthometric height was determined by differential leveling
 DF9975.and adjusted by the National Geodetic Survey in February 2004..
 DF9975
 DF9975.The geoid height was determined by GEOID03.
 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     -   118,030.      698,200.      MT  (+/- 180 meters Scaled)
 DF9975
 DF9975                          SUPERSEDED SURVEY CONTROL
 DF9975
 DF9975.No superseded survey control is available for this station.
 DF9975
 DF9975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN538686(NAD 83)
 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 - 2001
 DF9975
 DF9975  HISTORY     - Date     Condition        Report By
 DF9975  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9974 ***********************************************************************
 DF9974  DESIGNATION -  2W27
 DF9974  PID         -  DF9974
 DF9974  STATE/COUNTY-  WI/JEFFERSON
 DF9974  USGS QUAD   -  JEFFERSON (1971)
 DF9974
 DF9974                         *CURRENT SURVEY CONTROL
 DF9974  ___________________________________________________________________
 DF9974* NAD 83(1986)-  43 06 24.     (N)    088 46 23.     (W)     SCALED    
 DF9974* NAVD 88     -       249.500  (meters)     818.57   (feet)  ADJUSTED  
 DF9974  ___________________________________________________________________
 DF9974  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 DF9974  DYNAMIC HT  -         249.436 (meters)     818.36  (feet)  COMP
 DF9974  MODELED GRAV-     980,357.8   (mgal)                       NAVD 88
 DF9974
 DF9974  VERT ORDER  -  SECOND    CLASS I
 DF9974
 DF9974.The horizontal coordinates were scaled from a topographic map and have
 DF9974.an estimated accuracy of +/- 6 seconds.
 DF9974
 DF9974.The orthometric height was determined by differential leveling
 DF9974.and adjusted by the National Geodetic Survey in February 2004..
 DF9974
 DF9974.The geoid height was determined by GEOID03.
 DF9974
 DF9974.The dynamic height is computed by dividing the NAVD 88
 DF9974.geopotential number by the normal gravity value computed on the
 DF9974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9974.degrees latitude (g = 980.6199 gals.).
 DF9974
 DF9974.The modeled gravity was interpolated from observed gravity values.
 DF9974
 DF9974;                    North         East    Units  Estimated Accuracy
 DF9974;SPC WI S     -   123,680.      699,860.      MT  (+/- 180 meters Scaled)
 DF9974
 DF9974                          SUPERSEDED SURVEY CONTROL
 DF9974
 DF9974.No superseded survey control is available for this station.
 DF9974
 DF9974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN557741(NAD 83)
 DF9974_MARKER: DD = SURVEY DISK
 DF9974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9974_STAMPING: 2W27 2002
 DF9974_MARK LOGO: WIDT  
 DF9974_PROJECTION: FLUSH
 DF9974_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9974_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9974+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9974
 DF9974  HISTORY     - Date     Condition        Report By
 DF9974  HISTORY     - 2001     MONUMENTED       WIDT
 DF9974
 DF9974                          STATION DESCRIPTION
 DF9974
 DF9974'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9974'THE STATION IS LOCATED ABOUT 12 KM NORTHEAST OF LAKE MILLS, 12 KM
 DF9974'NORTH OF JEFFERSON AND 3 KM NORTH OF JOHNSON CREEK.
 DF9974'OWNERSHIP--JEFFERSON COUNTY. TO REACH THE STATION FROM THE JUNCTION
 DF9974'OF INTERSTATE HIGHWAY 94 WITH STATE HIGHWAY 26 (EXIT 267) IN THE
 DF9974'VILLAGE OF JOHNSON CREEK, GO SOUTH ON STATE HIGHWAY 26 FOR 1.4 KM TO
 DF9974'COUNTY HIGHWAY B, TURN RIGHT AND GO WEST ON COUNTY HIGHWAY B FOR 0.6
 DF9974'KM TO COUNTY HIGHWAY Y (UNION STREET) ON THE RIGHT, TURN RIGHT AND GO
 DF9974'NORTH ON COUNTY HIGHWAY Y (UNION STREET) FOR 2.9 KM TO WOODSIDE LANE
 DF9974'ON THE LEFT, CONTINUE NORTH ON COUNTY HIGHWAY Y FOR 0.6 KM TO THE
 DF9974'STATION ON THE RIGHT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9974'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9974'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DF9974'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 10.0 M
 DF9974'EAST-SOUTHEAST OF THE CENTERLINE OF COUNTY HIGHWAY Y, 76 M
 DF9974'SOUTH-SOUTHWEST OF THE CENTERLINE OF PRIVATE ENTRANCE--N7282--, 49.1
 DF9974'M NORTH-NORTHEAST OF TELEPHONE PEDESTAL --1100 11--, AND 1 M WEST
 DF9974'NORTHWEST OF A CULTIVATED FIELD. ---NOTE---THE STATION IS NORTH,
 DF9974'SOUTH AND EAST OF THREE WHITE PLASTIC WITNESS POSTS. ---NOTE2---THIS
 DF9974'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DF9974'ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9973 ***********************************************************************
 DF9973  DESIGNATION -  2W28
 DF9973  PID         -  DF9973
 DF9973  STATE/COUNTY-  WI/DODGE
 DF9973  USGS QUAD   -  WATERTOWN (1971)
 DF9973
 DF9973                         *CURRENT SURVEY CONTROL
 DF9973  ___________________________________________________________________
 DF9973* NAD 83(1986)-  43 14 02.     (N)    088 44 27.     (W)     SCALED    
 DF9973* NAVD 88     -       262.775  (meters)     862.12   (feet)  ADJUSTED  
 DF9973  ___________________________________________________________________
 DF9973  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 DF9973  DYNAMIC HT  -         262.710 (meters)     861.91  (feet)  COMP
 DF9973  MODELED GRAV-     980,367.2   (mgal)                       NAVD 88
 DF9973
 DF9973  VERT ORDER  -  SECOND    CLASS I
 DF9973
 DF9973.The horizontal coordinates were scaled from a topographic map and have
 DF9973.an estimated accuracy of +/- 6 seconds.
 DF9973
 DF9973.The orthometric height was determined by differential leveling
 DF9973.and adjusted by the National Geodetic Survey in February 2004..
 DF9973
 DF9973.The geoid height was determined by GEOID03.
 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     -   137,850.      702,270.      MT  (+/- 180 meters Scaled)
 DF9973
 DF9973                          SUPERSEDED SURVEY CONTROL
 DF9973
 DF9973.No superseded survey control is available for this station.
 DF9973
 DF9973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN586882(NAD 83)
 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 - 2001
 DF9973
 DF9973  HISTORY     - Date     Condition        Report By
 DF9973  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9972 ***********************************************************************
 DF9972  DESIGNATION -  2W29
 DF9972  PID         -  DF9972
 DF9972  STATE/COUNTY-  WI/DODGE
 DF9972  USGS QUAD   -  CLYMAN (1980)
 DF9972
 DF9972                         *CURRENT SURVEY CONTROL
 DF9972  ___________________________________________________________________
 DF9972* NAD 83(1986)-  43 15 02.     (N)    088 44 03.     (W)     SCALED    
 DF9972* NAVD 88     -       262.334  (meters)     860.67   (feet)  ADJUSTED  
 DF9972  ___________________________________________________________________
 DF9972  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 DF9972  DYNAMIC HT  -         262.270 (meters)     860.46  (feet)  COMP
 DF9972  MODELED GRAV-     980,368.6   (mgal)                       NAVD 88
 DF9972
 DF9972  VERT ORDER  -  SECOND    CLASS I
 DF9972
 DF9972.The horizontal coordinates were scaled from a topographic map and have
 DF9972.an estimated accuracy of +/- 6 seconds.
 DF9972
 DF9972.The orthometric height was determined by differential leveling
 DF9972.and adjusted by the National Geodetic Survey in February 2004..
 DF9972
 DF9972.The geoid height was determined by GEOID03.
 DF9972
 DF9972.The dynamic height is computed by dividing the NAVD 88
 DF9972.geopotential number by the normal gravity value computed on the
 DF9972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9972.degrees latitude (g = 980.6199 gals.).
 DF9972
 DF9972.The modeled gravity was interpolated from observed gravity values.
 DF9972
 DF9972;                    North         East    Units  Estimated Accuracy
 DF9972;SPC WI S     -   139,710.      702,790.      MT  (+/- 180 meters Scaled)
 DF9972
 DF9972                          SUPERSEDED SURVEY CONTROL
 DF9972
 DF9972.No superseded survey control is available for this station.
 DF9972
 DF9972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN592900(NAD 83)
 DF9972_MARKER: DD = SURVEY DISK
 DF9972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9972_STAMPING: 2W29 2002
 DF9972_MARK LOGO: WIDT  
 DF9972_PROJECTION: FLUSH
 DF9972_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9972_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9972+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9972
 DF9972  HISTORY     - Date     Condition        Report By
 DF9972  HISTORY     - 2001     MONUMENTED       WIDT
 DF9972
 DF9972                          STATION DESCRIPTION
 DF9972
 DF9972'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9972'THE STATION IS LOCATED ABOUT 25 KM SOUTHEAST OF COLUMBUS, 22 KM
 DF9972'NORTHEAST OF WATERLOO AND 6 KM NORTH OF WATERTOWN.
 DF9972'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9972'STATION FROM THE JUNCTION OF STATE HIGHWAY 26 (NORTH CHURCH STREET)
 DF9972'WITH STATE HIGHWAY 19 (WEST MAIN STREET) IN THE CITY OF WATERTOWN, GO
 DF9972'NORTH ON STATE HIGHWAY 26 (NORTH CHURCH STREET) FOR 5.3 KM TO COUNTY
 DF9972'HIGHWAY Q ON THE LEFT, CONTINUE NORTH ON STATE HIGHWAY 16 AND STATE
 DF9972'HIGHWAY 26 FOR 1.3 KM TO THE STATION ON THE RIGHT.  THE STATION IS A
 DF9972'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9972'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9972'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT. THE
 DF9972'STATION IS 13.8 M EAST OF THE CENTERLINE OF STATE HIGHWAY 16  AND
 DF9972'STATE HIGHWAY 26, 47 M SOUTH OF THE CENTERLINE OF PRIVATE ENTRANCE
 DF9972'--N1566, N1568, N1570--, 16 M EAST NORTHEAST OF THE EXTENDED
 DF9972'CENTERLINE FOR PRIVATE ENTRANCE --N1563 (EMMET CEMETARY DRIVEWAY)--,
 DF9972'AND 1 M WEST OF THE EDGE OF A CULTIVATED FIELD.  ---NOTE---THE
 DF9972'STATION IS WEST, NORTHEAST AND SOUTHEAST OF THREE WHITE PLASTIC
 DF9972'WITNESS POSTS.    ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9972'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9971 ***********************************************************************
 DF9971  DESIGNATION -  2W30
 DF9971  PID         -  DF9971
 DF9971  STATE/COUNTY-  WI/DODGE
 DF9971  USGS QUAD   -  CLYMAN (1980)
 DF9971
 DF9971                         *CURRENT SURVEY CONTROL
 DF9971  ___________________________________________________________________
 DF9971* NAD 83(1986)-  43 15 57.     (N)    088 44 05.     (W)     SCALED    
 DF9971* NAVD 88     -       269.821  (meters)     885.24   (feet)  ADJUSTED  
 DF9971  ___________________________________________________________________
 DF9971  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DF9971  DYNAMIC HT  -         269.755 (meters)     885.02  (feet)  COMP
 DF9971  MODELED GRAV-     980,369.8   (mgal)                       NAVD 88
 DF9971
 DF9971  VERT ORDER  -  SECOND    CLASS I
 DF9971
 DF9971.The horizontal coordinates were scaled from a topographic map and have
 DF9971.an estimated accuracy of +/- 6 seconds.
 DF9971
 DF9971.The orthometric height was determined by differential leveling
 DF9971.and adjusted by the National Geodetic Survey in February 2004..
 DF9971
 DF9971.The geoid height was determined by GEOID03.
 DF9971
 DF9971.The dynamic height is computed by dividing the NAVD 88
 DF9971.geopotential number by the normal gravity value computed on the
 DF9971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9971.degrees latitude (g = 980.6199 gals.).
 DF9971
 DF9971.The modeled gravity was interpolated from observed gravity values.
 DF9971
 DF9971;                    North         East    Units  Estimated Accuracy
 DF9971;SPC WI S     -   141,400.      702,720.      MT  (+/- 180 meters Scaled)
 DF9971
 DF9971                          SUPERSEDED SURVEY CONTROL
 DF9971
 DF9971.No superseded survey control is available for this station.
 DF9971
 DF9971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN592917(NAD 83)
 DF9971_MARKER: DD = SURVEY DISK
 DF9971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9971_STAMPING: 2W30 2002
 DF9971_MARK LOGO: WIDT  
 DF9971_PROJECTION: FLUSH
 DF9971_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9971_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9971+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9971
 DF9971  HISTORY     - Date     Condition        Report By
 DF9971  HISTORY     - 2001     MONUMENTED       WIDT
 DF9971
 DF9971                          STATION DESCRIPTION
 DF9971
 DF9971'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9971'THE STATION IS LOCATED ABOUT 24 KM SOUTHEAST OF COLUMBUS, 23 KM
 DF9971'NORTHEAST OF WATERLOO AND 8 KM NORTH OF WATERTOWN.
 DF9971'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9971'STATION FROM THE JUNCTION OF STATE HIGHWAY 19 AND STATE HIGHWAY 26 AT
 DF9971'THE INTERSECTION OF NORTH CHURCH STREET AND WEST MAIN STREET IN THE
 DF9971'CITY OF WATERTOWN, GO NORTH ON STATE HIGHWAY 26 (NORTH CHURCH STREET)
 DF9971'FOR 7.8 KM TO FIVE MILE ROAD ON THE LEFT, CONTINUE NORTH ON STATE
 DF9971'HIGHWAY 26 FOR 0.3 KM TO THE STATION ON THE RIGHT.  THE STATION IS A
 DF9971'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9971'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9971'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT. THE
 DF9971'STATION IS 14.5 M EAST OF THE CENTERLINE OF STATE HIGHWAY 26, 83.7 M
 DF9971'NORTH OF A WOOD POST FOR A --NO PASSING ZONE JCT COUNTY JM-- SIGN,
 DF9971'22.4 M SOUTH OF A TELEPHONE PEDESTAL --L131 29--, AND 2 M WEST OF THE
 DF9971'EDGE OF A CULTIVATED FIELD.  ---NOTE---THE STATION IS WEST, SOUTHEAST
 DF9971'AND NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.  ---NOTE2---THIS
 DF9971'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DF9971'ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9970 ***********************************************************************
 DF9970  DESIGNATION -  2W31
 DF9970  PID         -  DF9970
 DF9970  STATE/COUNTY-  WI/DODGE
 DF9970  USGS QUAD   -  CLYMAN (1980)
 DF9970
 DF9970                         *CURRENT SURVEY CONTROL
 DF9970  ___________________________________________________________________
 DF9970* NAD 83(1986)-  43 17 11.     (N)    088 44 07.     (W)     SCALED    
 DF9970* NAVD 88     -       282.533  (meters)     926.94   (feet)  ADJUSTED  
 DF9970  ___________________________________________________________________
 DF9970  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 DF9970  DYNAMIC HT  -         282.465 (meters)     926.72  (feet)  COMP
 DF9970  MODELED GRAV-     980,371.2   (mgal)                       NAVD 88
 DF9970
 DF9970  VERT ORDER  -  SECOND    CLASS I
 DF9970
 DF9970.The horizontal coordinates were scaled from a topographic map and have
 DF9970.an estimated accuracy of +/- 6 seconds.
 DF9970
 DF9970.The orthometric height was determined by differential leveling
 DF9970.and adjusted by the National Geodetic Survey in February 2004..
 DF9970
 DF9970.The geoid height was determined by GEOID03.
 DF9970
 DF9970.The dynamic height is computed by dividing the NAVD 88
 DF9970.geopotential number by the normal gravity value computed on the
 DF9970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9970.degrees latitude (g = 980.6199 gals.).
 DF9970
 DF9970.The modeled gravity was interpolated from observed gravity values.
 DF9970
 DF9970;                    North         East    Units  Estimated Accuracy
 DF9970;SPC WI S     -   143,680.      702,640.      MT  (+/- 180 meters Scaled)
 DF9970
 DF9970                          SUPERSEDED SURVEY CONTROL
 DF9970
 DF9970.No superseded survey control is available for this station.
 DF9970
 DF9970_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN592940(NAD 83)
 DF9970_MARKER: DD = SURVEY DISK
 DF9970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9970_STAMPING: 2W31 2002
 DF9970_MARK LOGO: WIDT  
 DF9970_PROJECTION: FLUSH
 DF9970_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9970_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9970+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9970
 DF9970  HISTORY     - Date     Condition        Report By
 DF9970  HISTORY     - 2001     MONUMENTED       WIDT
 DF9970  HISTORY     - 2001     GOOD             WIDT
 DF9970
 DF9970                          STATION DESCRIPTION
 DF9970
 DF9970'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9970'THE STATION IS LOCATED ABOUT 23 KM EAST SOUTHEAST OF WATERLOO, 23 KM
 DF9970'NORTHEAST OF WATERLOO AND 10 KM NORTH OF WATERTOWN.
 DF9970'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9970'STATION FROM THE JUNCTION OF STATE HIGHWAY 19 WITH STATE HIGHWAY 26
 DF9970'AT THE INTERSECTION IS MAIN STREET AND NORTH CHURCH STREET IN THE
 DF9970'CITY OF WATERTOWN, GO NORTH ON STATE HIGHWAY 26 (NORTH CHURCH STREET)
 DF9970'FOR 10.2 KM TO WEST CLYMET ROAD ON THE LEFT, CONTINUE NORTH ON STATE
 DF9970'HIGHWAY 16 AND STATE HIGHWAY 26 FOR 0.2 KM TO THE STATION ON THE
 DF9970'RIGHT.    THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9970'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9970'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DF9970'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 13.1 M FROM THE
 DF9970'CENTERLINE OF STATE HIGHWAY 16 AND STATE HIGHWAY 26, 139 M SOUTH OF A
 DF9970'POWER POLE --0-5 25K 85-05733--, 130 M NORTH OF A POWER POLE
 DF9970'--85-05732 30-6--, AND 10.7 M WEST OF THE NORTHEASTERN-MOST CORNER
 DF9970'POST FOR A WOODEN FENCE. ---NOTE---THE STATION IS WEST, SOUTHEAST AND
 DF9970'NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS. ---NOTE2---THIS
 DF9970'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DF9970'ABOVE THE HORIZON.
 DF9970
 DF9970                          STATION RECOVERY (2001)
 DF9970
 DF9970'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (TSS)
 DF9970'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH) THE STATION IS LOCATED ABOUT
 DF9970'23 KM (14.29 MI) EAST SOUTHEAST OF WATERLOO, 23 KM (14.29 MI)
 DF9970'NORTHEAST OF WATERLOO AND 10 KM (6.21 MI) NORTH OF WATERTOWN.
 DF9970'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9970'STATION FROM THE JUNCTION OF STATE HIGHWAY 19 WITH STATE HIGHWAY 26 AT
 DF9970'THE INTERSECTION IS MAIN STREET AND NORTH CHURCH STREET IN THE CITY OF
 DF9970'WATERTOWN, GO NORTH ON STATE HIGHWAY 26 (NORTH CHURCH STREET) FOR 10.2
 DF9970'KM (6.34 MI) TO WEST CLYMET ROAD ON THE LEFT, CONTINUE NORTH ON STATE
 DF9970'HIGHWAY 16 AND STATE HIGHWAY 26 FOR 0.2 KM (0.12 MI) TO THE STATION ON
 DF9970'THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9970'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9970'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M (7.9 FT) AND
 DF9970'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 13.1 M (43.0
 DF9970'FT) FROM THE CENTERLINE OF STATE HIGHWAY 16 AND STATE HIGHWAY 26, 139
 DF9970'M (456.0 FT) SOUTH OF A POWER POLE --0-5 25K 85-05733--, 130 M (426.5
 DF9970'FT) NORTH OF A POWER POLE --85-05732 30-6--, AND 10.7 M (35.1 FT) WEST
 DF9970'OF THE NORTHEASTERN-MOST CORNER POST FOR A WOODEN FENCE.
 DF9970'---NOTE---THE STATION IS WEST, SOUTHEAST AND NORTHEAST OF THREE WHITE
 DF9970'PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9970'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF9970' 
 DF9970'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9969 ***********************************************************************
 DF9969  DESIGNATION -  2W32
 DF9969  PID         -  DF9969
 DF9969  STATE/COUNTY-  WI/DODGE
 DF9969  USGS QUAD   -  CLYMAN (1980)
 DF9969
 DF9969                         *CURRENT SURVEY CONTROL
 DF9969  ___________________________________________________________________
 DF9969* NAD 83(1986)-  43 18 26.     (N)    088 44 05.     (W)     SCALED    
 DF9969* NAVD 88     -       275.452  (meters)     903.71   (feet)  ADJUSTED  
 DF9969  ___________________________________________________________________
 DF9969  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 DF9969  DYNAMIC HT  -         275.386 (meters)     903.50  (feet)  COMP
 DF9969  MODELED GRAV-     980,372.4   (mgal)                       NAVD 88
 DF9969
 DF9969  VERT ORDER  -  SECOND    CLASS I
 DF9969
 DF9969.The horizontal coordinates were scaled from a topographic map and have
 DF9969.an estimated accuracy of +/- 6 seconds.
 DF9969
 DF9969.The orthometric height was determined by differential leveling
 DF9969.and adjusted by the National Geodetic Survey in February 2004..
 DF9969
 DF9969.The geoid height was determined by GEOID03.
 DF9969
 DF9969.The dynamic height is computed by dividing the NAVD 88
 DF9969.geopotential number by the normal gravity value computed on the
 DF9969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9969.degrees latitude (g = 980.6199 gals.).
 DF9969
 DF9969.The modeled gravity was interpolated from observed gravity values.
 DF9969
 DF9969;                    North         East    Units  Estimated Accuracy
 DF9969;SPC WI S     -   146,000.      702,650.      MT  (+/- 180 meters Scaled)
 DF9969
 DF9969                          SUPERSEDED SURVEY CONTROL
 DF9969
 DF9969.No superseded survey control is available for this station.
 DF9969
 DF9969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN593963(NAD 83)
 DF9969_MARKER: DD = SURVEY DISK
 DF9969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9969_STAMPING: 2W32 2002
 DF9969_MARK LOGO: WIDT  
 DF9969_PROJECTION: FLUSH
 DF9969_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9969_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9969+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DF9969
 DF9969  HISTORY     - Date     Condition        Report By
 DF9969  HISTORY     - 2001     MONUMENTED       WIDT
 DF9969  HISTORY     - 2004     GOOD             WIDT
 DF9969
 DF9969                          STATION DESCRIPTION
 DF9969
 DF9969'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9969'THE STATION IS LOCATED ABOUT 23 KM EAST SOUTHEAST OF COLUMBUS, 25 KM
 DF9969'NORTHEAST OF WATERLOO AND 12 KM NORTH OF WATERTOWN.
 DF9969'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9969'STATION FROM THE JUNCTION OF STATE HIGHWAY 19 AND STATE HIGHWAY 26 AT
 DF9969'THE INTERSECTION OF MAIN STREET AND NORTH CHURCH STREET IN THE CITY
 DF9969'OF WATERTOWN, GO NORTH ON STATE HIGHWAY 26 (NORTH CHURCH STREET) FOR
 DF9969'12.6 KM TO COUNTY HIGHWAY CJ AND THE STATION ON THE RIGHT.  THE
 DF9969'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DF9969'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DF9969'CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE
 DF9969'HIGHWAY PAVEMENT.  THE STATION IS 31.6 M EAST OF THE CENTERLINE OF
 DF9969'STATE HIGHWAY 26, 34.1 M NORTH OF THE CENTERLINE OF COUNTY HIGHWAY
 DF9969'CJ, 32.7 M SOUTHEAST OF A WOOD POST FOR A --WEST16, NORTH 26-- SIGN,
 DF9969'AND 1.8 M WEST OF A WOVEN WIRE FENCE.  ---NOTE---THE STATION IS WEST,
 DF9969'NORTHEAST AND SOUTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 DF9969'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9969'THAN 15 ABOVE THE HORIZON.
 DF9969
 DF9969                          STATION RECOVERY (2004)
 DF9969
 DF9969'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 DF9969'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH) THE STATION IS LOCATED ABOUT
 DF9969'23 KM (14.29 MI) EAST SOUTHEAST OF COLUMBUS, 25 KM (15.53 MI)
 DF9969'NORTHEAST OF WATERLOO AND 12 KM (7.46 MI) NORTH OF WATERTOWN.
 DF9969'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9969'STATION FROM THE JUNCTION OF STATE HIGHWAY 19 AND STATE HIGHWAY 26 AT
 DF9969'THE INTERSECTION OF MAIN STREET AND NORTH CHURCH STREET IN THE CITY OF
 DF9969'WATERTOWN, GO NORTH ON STATE HIGHWAY 26 (NORTH CHURCH STREET) FOR 12.6
 DF9969'KM (7.83 MI) TO COUNTY HIGHWAY CJ AND THE STATION ON THE RIGHT.  THE
 DF9969'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DF9969'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DF9969'CONCRETE POST SET TO A DEPTH OF 2.4 M (7.9 FT) AND ABOUT LEVEL WITH
 DF9969'THE HIGHWAY PAVEMENT.  THE STATION IS 31.6 M (103.7 FT) EAST OF THE
 DF9969'CENTERLINE OF STATE HIGHWAY 26, 34.1 M (111.9 FT) NORTH OF THE
 DF9969'CENTERLINE OF COUNTY HIGHWAY CJ, 32.7 M (107.3 FT) SOUTHEAST OF A WOOD
 DF9969'POST FOR A --WEST16, NORTH 26-- SIGN, AND 1.8 M (5.9 FT) WEST OF A
 DF9969'WOVEN WIRE FENCE.  ---NOTE---THE STATION IS WEST, NORTHEAST AND
 DF9969'SOUTHEAST OF THREE WHITE PLASTIC WITNESS POSTS. ---NOTE2---THIS
 DF9969'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 ABOVE THE
 DF9969'HORIZON.
 DF9969' 
 DF9969'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9967 ***********************************************************************
 DF9967  DESIGNATION -  2W33
 DF9967  PID         -  DF9967
 DF9967  STATE/COUNTY-  WI/DODGE
 DF9967  USGS QUAD   -  CLYMAN (1980)
 DF9967
 DF9967                         *CURRENT SURVEY CONTROL
 DF9967  ___________________________________________________________________
 DF9967* NAD 83(1986)-  43 19 10.     (N)    088 43 12.     (W)     SCALED    
 DF9967* NAVD 88     -       272.854  (meters)     895.19   (feet)  ADJUSTED  
 DF9967  ___________________________________________________________________
 DF9967  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 DF9967  DYNAMIC HT  -         272.788 (meters)     894.97  (feet)  COMP
 DF9967  MODELED GRAV-     980,372.2   (mgal)                       NAVD 88
 DF9967
 DF9967  VERT ORDER  -  SECOND    CLASS I
 DF9967
 DF9967.The horizontal coordinates were scaled from a topographic map and have
 DF9967.an estimated accuracy of +/- 6 seconds.
 DF9967
 DF9967.The orthometric height was determined by differential leveling
 DF9967.and adjusted by the National Geodetic Survey in February 2004..
 DF9967
 DF9967.The geoid height was determined by GEOID03.
 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     -   147,370.      703,820.      MT  (+/- 180 meters Scaled)
 DF9967
 DF9967                          SUPERSEDED SURVEY CONTROL
 DF9967
 DF9967.No superseded survey control is available for this station.
 DF9967
 DF9967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN605977(NAD 83)
 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 - 2001
 DF9967
 DF9967  HISTORY     - Date     Condition        Report By
 DF9967  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9968 ***********************************************************************
 DF9968  DESIGNATION -  2W34
 DF9968  PID         -  DF9968
 DF9968  STATE/COUNTY-  WI/DODGE
 DF9968  USGS QUAD   -  CLYMAN (1980)
 DF9968
 DF9968                         *CURRENT SURVEY CONTROL
 DF9968  ___________________________________________________________________
 DF9968* NAD 83(1986)-  43 19 47.     (N)    088 42 53.     (W)     SCALED    
 DF9968* NAVD 88     -       276.480  (meters)     907.08   (feet)  ADJUSTED  
 DF9968  ___________________________________________________________________
 DF9968  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 DF9968  DYNAMIC HT  -         276.414 (meters)     906.87  (feet)  COMP
 DF9968  MODELED GRAV-     980,372.1   (mgal)                       NAVD 88
 DF9968
 DF9968  VERT ORDER  -  SECOND    CLASS I
 DF9968
 DF9968.The horizontal coordinates were scaled from a topographic map and have
 DF9968.an estimated accuracy of +/- 6 seconds.
 DF9968
 DF9968.The orthometric height was determined by differential leveling
 DF9968.and adjusted by the National Geodetic Survey in February 2004..
 DF9968
 DF9968.The geoid height was determined by GEOID03.
 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     -   148,520.      704,230.      MT  (+/- 180 meters Scaled)
 DF9968
 DF9968                          SUPERSEDED SURVEY CONTROL
 DF9968
 DF9968.No superseded survey control is available for this station.
 DF9968
 DF9968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN609988(NAD 83)
 DF9968_MARKER: DD = SURVEY DISK
 DF9968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9968_STAMPING: 2W34
 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 - 2001
 DF9968
 DF9968  HISTORY     - Date     Condition        Report By
 DF9968  HISTORY     - 2001     MONUMENTED       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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9529 ***********************************************************************
 DF9529  DESIGNATION -  2X01
 DF9529  PID         -  DF9529
 DF9529  STATE/COUNTY-  WI/MILWAUKEE
 DF9529  USGS QUAD   -  WAUWATOSA (1994)
 DF9529
 DF9529                         *CURRENT SURVEY CONTROL
 DF9529  ___________________________________________________________________
 DF9529* NAD 83(1986)-  43 00 37.     (N)    088 01 38.     (W)     SCALED    
 DF9529* NAVD 88     -       238.160  (meters)     781.36   (feet)  ADJUSTED  
 DF9529  ___________________________________________________________________
 DF9529  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 DF9529  DYNAMIC HT  -         238.096 (meters)     781.15  (feet)  COMP
 DF9529  MODELED GRAV-     980,345.6   (mgal)                       NAVD 88
 DF9529
 DF9529  VERT ORDER  -  SECOND    CLASS I
 DF9529
 DF9529.The horizontal coordinates were scaled from a topographic map and have
 DF9529.an estimated accuracy of +/- 6 seconds.
 DF9529
 DF9529.The orthometric height was determined by differential leveling
 DF9529.and adjusted by the National Geodetic Survey in February 2004..
 DF9529
 DF9529.The geoid height was determined by GEOID03.
 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     -   114,140.      760,810.      MT  (+/- 180 meters Scaled)
 DF9529
 DF9529                          SUPERSEDED SURVEY CONTROL
 DF9529
 DF9529.No superseded survey control is available for this station.
 DF9529
 DF9529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN162624(NAD 83)
 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     - 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 US POWER SQUADRON 2006 (RCD)
 DF9529'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9527 ***********************************************************************
 DF9527  DESIGNATION -  2X03
 DF9527  PID         -  DF9527
 DF9527  STATE/COUNTY-  WI/MILWAUKEE
 DF9527  USGS QUAD   -  WAUWATOSA (1994)
 DF9527
 DF9527                         *CURRENT SURVEY CONTROL
 DF9527  ___________________________________________________________________
 DF9527* NAD 83(1986)-  43 02 18.     (N)    088 01 56.     (W)     SCALED    
 DF9527* NAVD 88     -       234.607  (meters)     769.71   (feet)  ADJUSTED  
 DF9527  ___________________________________________________________________
 DF9527  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 DF9527  DYNAMIC HT  -         234.544 (meters)     769.50  (feet)  COMP
 DF9527  MODELED GRAV-     980,348.4   (mgal)                       NAVD 88
 DF9527
 DF9527  VERT ORDER  -  SECOND    CLASS I
 DF9527
 DF9527.The horizontal coordinates were scaled from a topographic map and have
 DF9527.an estimated accuracy of +/- 6 seconds.
 DF9527
 DF9527.The orthometric height was determined by differential leveling
 DF9527.and adjusted by the National Geodetic Survey in February 2004..
 DF9527
 DF9527.The geoid height was determined by GEOID03.
 DF9527
 DF9527.The dynamic height is computed by dividing the NAVD 88
 DF9527.geopotential number by the normal gravity value computed on the
 DF9527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9527.degrees latitude (g = 980.6199 gals.).
 DF9527
 DF9527.The modeled gravity was interpolated from observed gravity values.
 DF9527
 DF9527;                    North         East    Units  Estimated Accuracy
 DF9527;SPC WI S     -   117,240.      760,330.      MT  (+/- 180 meters Scaled)
 DF9527
 DF9527                          SUPERSEDED SURVEY CONTROL
 DF9527
 DF9527.No superseded survey control is available for this station.
 DF9527
 DF9527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN159655(NAD 83)
 DF9527_MARKER: DD = SURVEY DISK
 DF9527_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF9527_SP_SET: PAVED MEDIAN
 DF9527_STAMPING: 2X03 2002
 DF9527_MARK LOGO: WIDT  
 DF9527_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF9527_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF9527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9527+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9527
 DF9527  HISTORY     - Date     Condition        Report By
 DF9527  HISTORY     - 2001     MONUMENTED       WIDT
 DF9527
 DF9527                          STATION DESCRIPTION
 DF9527
 DF9527'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9527'THE STATION IS LOCATED IN MILWAUKEE.  OWNERSHIP--CITY OF MILWAUKEE.
 DF9527'THE STATION IS LOCATED AT THE JUNCTION OF US HIGHWAY 18 (BLUEMOUND
 DF9527'ROAD) WITH US HIGHWAY 45 (EXIT 39) IN THE CITY OF MILWAUKEE, GO WEST
 DF9527'ON US HIGHWAY 18 (BLUEMOUND ROAD) FOR 0.2 KM TO NORTH 97TH STREET ON
 DF9527'THE RIGHT, TURN RIGHT AND GO NORTH ON 97TH STREET FOR 0.3 KM TO THE
 DF9527'WEST WISCONSIN AVENUE, TURN LEFT AND GO EAST ON WEST WISCONSIN AVENUE
 DF9527'FOR 0.1 KM TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DF9527'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9527'STATION DISK SET IN THE PAVED MEDIAN OF WISCONSIN AVENUE AND ABOUT
 DF9527'LEVEL WITH THE STREET PAVEMENT. THE STATION IS 6.9 M NORTH OF THE
 DF9527'CENTERLINE OF EASTBOUND LANES OF WEST WISCONSIN AVENUE, 6.3 M SOUTH
 DF9527'OF THE CENTERLINE OF THE WESTBOUND LANES OF WEST WISCONSIN AVENUE,
 DF9527'AND 98 M EAST OF THE CENTERLINE OF NORTH 97TH STREET.  ---NOTE---THE
 DF9527'STATION IS 0.3 M EAST OF A WHITE PLASTIC WITNESS POST.
 DF9527'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9527'THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9526 ***********************************************************************
 DF9526  DESIGNATION -  2X04
 DF9526  PID         -  DF9526
 DF9526  STATE/COUNTY-  WI/MILWAUKEE
 DF9526  USGS QUAD   -  WAUWATOSA (1994)
 DF9526
 DF9526                         *CURRENT SURVEY CONTROL
 DF9526  ___________________________________________________________________
 DF9526* NAD 83(1986)-  43 02 58.     (N)    088 02 51.     (W)     SCALED    
 DF9526* NAVD 88     -       219.656  (meters)     720.65   (feet)  ADJUSTED  
 DF9526  ___________________________________________________________________
 DF9526  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 DF9526  DYNAMIC HT  -         219.598 (meters)     720.46  (feet)  COMP
 DF9526  MODELED GRAV-     980,349.1   (mgal)                       NAVD 88
 DF9526
 DF9526  VERT ORDER  -  SECOND    CLASS I
 DF9526
 DF9526.The horizontal coordinates were scaled from a topographic map and have
 DF9526.an estimated accuracy of +/- 6 seconds.
 DF9526
 DF9526.The orthometric height was determined by differential leveling
 DF9526.and adjusted by the National Geodetic Survey in February 2004..
 DF9526
 DF9526.The geoid height was determined by GEOID03.
 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     -   118,450.      759,060.      MT  (+/- 180 meters Scaled)
 DF9526
 DF9526                          SUPERSEDED SURVEY CONTROL
 DF9526
 DF9526.No superseded survey control is available for this station.
 DF9526
 DF9526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN146668(NAD 83)
 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 - 2001
 DF9526
 DF9526  HISTORY     - Date     Condition        Report By
 DF9526  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9525 ***********************************************************************
 DF9525  DESIGNATION -  2X05
 DF9525  PID         -  DF9525
 DF9525  STATE/COUNTY-  WI/MILWAUKEE
 DF9525  USGS QUAD   -  WAUWATOSA (1994)
 DF9525
 DF9525                         *CURRENT SURVEY CONTROL
 DF9525  ___________________________________________________________________
 DF9525* NAD 83(1986)-  43 04 02.     (N)    088 02 59.     (W)     SCALED    
 DF9525* NAVD 88     -       227.706  (meters)     747.07   (feet)  ADJUSTED  
 DF9525  ___________________________________________________________________
 DF9525  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 DF9525  DYNAMIC HT  -         227.646 (meters)     746.87  (feet)  COMP
 DF9525  MODELED GRAV-     980,351.1   (mgal)                       NAVD 88
 DF9525
 DF9525  VERT ORDER  -  SECOND    CLASS I
 DF9525
 DF9525.The horizontal coordinates were scaled from a topographic map and have
 DF9525.an estimated accuracy of +/- 6 seconds.
 DF9525
 DF9525.The orthometric height was determined by differential leveling
 DF9525.and adjusted by the National Geodetic Survey in February 2004..
 DF9525
 DF9525.The geoid height was determined by GEOID03.
 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     -   120,420.      758,830.      MT  (+/- 180 meters Scaled)
 DF9525
 DF9525                          SUPERSEDED SURVEY CONTROL
 DF9525
 DF9525.No superseded survey control is available for this station.
 DF9525
 DF9525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN145688(NAD 83)
 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 - 2001
 DF9525
 DF9525  HISTORY     - Date     Condition        Report By
 DF9525  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9524 ***********************************************************************
 DF9524  DESIGNATION -  2X06
 DF9524  PID         -  DF9524
 DF9524  STATE/COUNTY-  WI/MILWAUKEE
 DF9524  USGS QUAD   -  WAUWATOSA (1994)
 DF9524
 DF9524                         *CURRENT SURVEY CONTROL
 DF9524  ___________________________________________________________________
 DF9524* NAD 83(1986)-  43 04 29.     (N)    088 03 01.     (W)     SCALED    
 DF9524* NAVD 88     -       224.292  (meters)     735.86   (feet)  ADJUSTED  
 DF9524  ___________________________________________________________________
 DF9524  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 DF9524  DYNAMIC HT  -         224.233 (meters)     735.67  (feet)  COMP
 DF9524  MODELED GRAV-     980,352.0   (mgal)                       NAVD 88
 DF9524
 DF9524  VERT ORDER  -  SECOND    CLASS I
 DF9524
 DF9524.The horizontal coordinates were scaled from a topographic map and have
 DF9524.an estimated accuracy of +/- 6 seconds.
 DF9524
 DF9524.The orthometric height was determined by differential leveling
 DF9524.and adjusted by the National Geodetic Survey in February 2004..
 DF9524
 DF9524.The geoid height was determined by GEOID03.
 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     -   121,250.      758,770.      MT  (+/- 180 meters Scaled)
 DF9524
 DF9524                          SUPERSEDED SURVEY CONTROL
 DF9524
 DF9524.No superseded survey control is available for this station.
 DF9524
 DF9524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN144696(NAD 83)
 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 - 2001
 DF9524
 DF9524  HISTORY     - Date     Condition        Report By
 DF9524  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9522 ***********************************************************************
 DF9522  DESIGNATION -  2X07
 DF9522  PID         -  DF9522
 DF9522  STATE/COUNTY-  WI/MILWAUKEE
 DF9522  USGS QUAD   -  WAUWATOSA (1994)
 DF9522
 DF9522                         *CURRENT SURVEY CONTROL
 DF9522  ___________________________________________________________________
 DF9522* NAD 83(1986)-  43 05 04.     (N)    088 02 52.     (W)     SCALED    
 DF9522* NAVD 88     -       213.714  (meters)     701.16   (feet)  ADJUSTED  
 DF9522  ___________________________________________________________________
 DF9522  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 DF9522  DYNAMIC HT  -         213.658 (meters)     700.98  (feet)  COMP
 DF9522  MODELED GRAV-     980,353.2   (mgal)                       NAVD 88
 DF9522
 DF9522  VERT ORDER  -  SECOND    CLASS I
 DF9522
 DF9522.The horizontal coordinates were scaled from a topographic map and have
 DF9522.an estimated accuracy of +/- 6 seconds.
 DF9522
 DF9522.The orthometric height was determined by differential leveling
 DF9522.and adjusted by the National Geodetic Survey in February 2004..
 DF9522
 DF9522.The geoid height was determined by GEOID03.
 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     -   122,330.      758,950.      MT  (+/- 180 meters Scaled)
 DF9522
 DF9522                          SUPERSEDED SURVEY CONTROL
 DF9522
 DF9522.No superseded survey control is available for this station.
 DF9522
 DF9522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN147707(NAD 83)
 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 SUITABLE FOR
 DF9522+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2004
 DF9522
 DF9522  HISTORY     - Date     Condition        Report By
 DF9522  HISTORY     - 2001     MONUMENTED       WIDT
 DF9522  HISTORY     - 20040812 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9521 ***********************************************************************
 DF9521  DESIGNATION -  2X08
 DF9521  PID         -  DF9521
 DF9521  STATE/COUNTY-  WI/MILWAUKEE
 DF9521  USGS QUAD   -  WAUWATOSA (1994)
 DF9521
 DF9521                         *CURRENT SURVEY CONTROL
 DF9521  ___________________________________________________________________
 DF9521* NAD 83(1986)-  43 06 22.     (N)    088 03 10.     (W)     SCALED    
 DF9521* NAVD 88     -       216.071  (meters)     708.89   (feet)  ADJUSTED  
 DF9521  ___________________________________________________________________
 DF9521  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 DF9521  DYNAMIC HT  -         216.015 (meters)     708.71  (feet)  COMP
 DF9521  MODELED GRAV-     980,355.7   (mgal)                       NAVD 88
 DF9521
 DF9521  VERT ORDER  -  SECOND    CLASS I
 DF9521
 DF9521.The horizontal coordinates were scaled from a topographic map and have
 DF9521.an estimated accuracy of +/- 6 seconds.
 DF9521
 DF9521.The orthometric height was determined by differential leveling
 DF9521.and adjusted by the National Geodetic Survey in February 2004..
 DF9521
 DF9521.The geoid height was determined by GEOID03.
 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     -   124,730.      758,480.      MT  (+/- 180 meters Scaled)
 DF9521
 DF9521                          SUPERSEDED SURVEY CONTROL
 DF9521
 DF9521.No superseded survey control is available for this station.
 DF9521
 DF9521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN143731(NAD 83)
 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 SUITABLE FOR
 DF9521+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2004
 DF9521
 DF9521  HISTORY     - Date     Condition        Report By
 DF9521  HISTORY     - 2001     MONUMENTED       WIDT
 DF9521  HISTORY     - 20040812 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9520 ***********************************************************************
 DF9520  DESIGNATION -  2X09
 DF9520  PID         -  DF9520
 DF9520  STATE/COUNTY-  WI/MILWAUKEE
 DF9520  USGS QUAD   -  WAUWATOSA (1994)
 DF9520
 DF9520                         *CURRENT SURVEY CONTROL
 DF9520  ___________________________________________________________________
 DF9520* NAD 83(1986)-  43 07 16.     (N)    088 03 19.     (W)     SCALED    
 DF9520* NAVD 88     -       233.862  (meters)     767.26   (feet)  ADJUSTED  
 DF9520  ___________________________________________________________________
 DF9520  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 DF9520  DYNAMIC HT  -         233.802 (meters)     767.07  (feet)  COMP
 DF9520  MODELED GRAV-     980,357.4   (mgal)                       NAVD 88
 DF9520
 DF9520  VERT ORDER  -  SECOND    CLASS I
 DF9520
 DF9520.The horizontal coordinates were scaled from a topographic map and have
 DF9520.an estimated accuracy of +/- 6 seconds.
 DF9520
 DF9520.The orthometric height was determined by differential leveling
 DF9520.and adjusted by the National Geodetic Survey in February 2004..
 DF9520
 DF9520.The geoid height was determined by GEOID03.
 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     -   126,390.      758,240.      MT  (+/- 180 meters Scaled)
 DF9520
 DF9520                          SUPERSEDED SURVEY CONTROL
 DF9520
 DF9520.No superseded survey control is available for this station.
 DF9520
 DF9520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN141748(NAD 83)
 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 - August 12, 2004
 DF9520
 DF9520  HISTORY     - Date     Condition        Report By
 DF9520  HISTORY     - 2001     MONUMENTED       WIDT
 DF9520  HISTORY     - 20040812 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9519 ***********************************************************************
 DF9519  DESIGNATION -  2X10
 DF9519  PID         -  DF9519
 DF9519  STATE/COUNTY-  WI/MILWAUKEE
 DF9519  USGS QUAD   -  MENOMONEE FALLS (1994)
 DF9519
 DF9519                         *CURRENT SURVEY CONTROL
 DF9519  ___________________________________________________________________
 DF9519* NAD 83(1986)-  43 07 35.     (N)    088 03 23.     (W)     SCALED    
 DF9519* NAVD 88     -       239.269  (meters)     785.00   (feet)  ADJUSTED  
 DF9519  ___________________________________________________________________
 DF9519  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 DF9519  DYNAMIC HT  -         239.208 (meters)     784.80  (feet)  COMP
 DF9519  MODELED GRAV-     980,358.1   (mgal)                       NAVD 88
 DF9519
 DF9519  VERT ORDER  -  SECOND    CLASS I
 DF9519
 DF9519.The horizontal coordinates were scaled from a topographic map and have
 DF9519.an estimated accuracy of +/- 6 seconds.
 DF9519
 DF9519.The orthometric height was determined by differential leveling
 DF9519.and adjusted by the National Geodetic Survey in February 2004..
 DF9519
 DF9519.The geoid height was determined by GEOID03.
 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     -   126,970.      758,140.      MT  (+/- 180 meters Scaled)
 DF9519
 DF9519                          SUPERSEDED SURVEY CONTROL
 DF9519
 DF9519.No superseded survey control is available for this station.
 DF9519
 DF9519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN140753(NAD 83)
 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 - 2001
 DF9519
 DF9519  HISTORY     - Date     Condition        Report By
 DF9519  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9518 ***********************************************************************
 DF9518  DESIGNATION -  2X11
 DF9518  PID         -  DF9518
 DF9518  STATE/COUNTY-  WI/MILWAUKEE
 DF9518  USGS QUAD   -  MENOMONEE FALLS (1994)
 DF9518
 DF9518                         *CURRENT SURVEY CONTROL
 DF9518  ___________________________________________________________________
 DF9518* NAD 83(1986)-  43 07 36.     (N)    088 02 42.     (W)     SCALED    
 DF9518* NAVD 88     -       223.495  (meters)     733.25   (feet)  ADJUSTED  
 DF9518  ___________________________________________________________________
 DF9518  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 DF9518  DYNAMIC HT  -         223.437 (meters)     733.06  (feet)  COMP
 DF9518  MODELED GRAV-     980,358.4   (mgal)                       NAVD 88
 DF9518
 DF9518  VERT ORDER  -  SECOND    CLASS I
 DF9518
 DF9518.The horizontal coordinates were scaled from a topographic map and have
 DF9518.an estimated accuracy of +/- 6 seconds.
 DF9518
 DF9518.The orthometric height was determined by differential leveling
 DF9518.and adjusted by the National Geodetic Survey in February 2004..
 DF9518
 DF9518.The geoid height was determined by GEOID03.
 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     -   127,030.      759,060.      MT  (+/- 180 meters Scaled)
 DF9518
 DF9518                          SUPERSEDED SURVEY CONTROL
 DF9518
 DF9518.No superseded survey control is available for this station.
 DF9518
 DF9518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN149754(NAD 83)
 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 - 2001
 DF9518
 DF9518  HISTORY     - Date     Condition        Report By
 DF9518  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9517 ***********************************************************************
 DF9517  DESIGNATION -  2X12
 DF9517  PID         -  DF9517
 DF9517  STATE/COUNTY-  WI/MILWAUKEE
 DF9517  USGS QUAD   -  MENOMONEE FALLS (1994)
 DF9517
 DF9517                         *CURRENT SURVEY CONTROL
 DF9517  ___________________________________________________________________
 DF9517* NAD 83(1986)-  43 08 40.     (N)    088 02 43.     (W)     SCALED    
 DF9517* NAVD 88     -       240.298  (meters)     788.38   (feet)  ADJUSTED  
 DF9517  ___________________________________________________________________
 DF9517  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 DF9517  DYNAMIC HT  -         240.237 (meters)     788.18  (feet)  COMP
 DF9517  MODELED GRAV-     980,360.7   (mgal)                       NAVD 88
 DF9517
 DF9517  VERT ORDER  -  SECOND    CLASS I
 DF9517
 DF9517.The horizontal coordinates were scaled from a topographic map and have
 DF9517.an estimated accuracy of +/- 6 seconds.
 DF9517
 DF9517.The orthometric height was determined by differential leveling
 DF9517.and adjusted by the National Geodetic Survey in February 2004..
 DF9517
 DF9517.The geoid height was determined by GEOID03.
 DF9517
 DF9517.The dynamic height is computed by dividing the NAVD 88
 DF9517.geopotential number by the normal gravity value computed on the
 DF9517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9517.degrees latitude (g = 980.6199 gals.).
 DF9517
 DF9517.The modeled gravity was interpolated from observed gravity values.
 DF9517
 DF9517;                    North         East    Units  Estimated Accuracy
 DF9517;SPC WI S     -   129,000.      758,990.      MT  (+/- 180 meters Scaled)
 DF9517
 DF9517                          SUPERSEDED SURVEY CONTROL
 DF9517
 DF9517.No superseded survey control is available for this station.
 DF9517
 DF9517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN150773(NAD 83)
 DF9517_MARKER: DD = SURVEY DISK
 DF9517_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF9517_SP_SET: ABUTMENT
 DF9517_STAMPING: 2X12 2002
 DF9517_MARK LOGO: WIDT  
 DF9517_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF9517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9517+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9517
 DF9517  HISTORY     - Date     Condition        Report By
 DF9517  HISTORY     - 2001     MONUMENTED       WIDT
 DF9517
 DF9517                          STATION DESCRIPTION
 DF9517
 DF9517'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9517'THE STATION IS LOCATED IN THE CITY OF MILWAUKEE.  OWNERSHIP--THE CITY
 DF9517'OF MILWAUKEE.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DF9517'HIGHWAY 100 (WEST GOOD HOPE ROAD) WITH STATE HIGHWAY 145 IN THE CITY
 DF9517'OF MILWAUKEE, GO EAST ON STATE HIGHWAY 100 (GOOD HOPE ROAD) FOR 0.4
 DF9517'KM TO NORTH 107TH STREET, TURN RIGHT AND GO SOUTH ON 107TH STREET FOR
 DF9517'0.3 KM TO BRIDGE --B-40-252-63-- OVER STATE HIGHWAY 145 AND THE
 DF9517'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9517'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE EAST
 DF9517'END OF THE NORTH ABUTMENT AND LEVEL WITH THE STREET PAVEMENT. THE
 DF9517'STATION IS 8.2 M EAST OF THE CENTERLINE OF NORTH 107TH STREET, 85 M
 DF9517'NORTH OF THE CENTERLINE OF WEST FOND DU LAC AVENUE, 23.9 M NORTHEAST
 DF9517'OF A LIGHT POLE IN THE CENTER OF THE BRIDGE, 23.0 M SOUTH OF THE
 DF9517'CENTERLINE OF THE WESTBOUND OFF RAMP OF STATE HIGHWAY 145 FOR NORTH
 DF9517'107TH STREET, AND 0.2 M WEST OF GUARDRAIL. ---NOTE---THIS STATION HAS
 DF9517'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE
 DF9517'HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9515 ***********************************************************************
 DF9515  DESIGNATION -  2X13
 DF9515  PID         -  DF9515
 DF9515  STATE/COUNTY-  WI/MILWAUKEE
 DF9515  USGS QUAD   -  MENOMONEE FALLS (1994)
 DF9515
 DF9515                         *CURRENT SURVEY CONTROL
 DF9515  ___________________________________________________________________
 DF9515* NAD 83(1986)-  43 10 39.     (N)    088 02 37.     (W)     SCALED    
 DF9515* NAVD 88     -       222.268  (meters)     729.22   (feet)  ADJUSTED  
 DF9515  ___________________________________________________________________
 DF9515  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 DF9515  DYNAMIC HT  -         222.212 (meters)     729.04  (feet)  COMP
 DF9515  MODELED GRAV-     980,364.8   (mgal)                       NAVD 88
 DF9515
 DF9515  VERT ORDER  -  SECOND    CLASS I
 DF9515
 DF9515.The horizontal coordinates were scaled from a topographic map and have
 DF9515.an estimated accuracy of +/- 6 seconds.
 DF9515
 DF9515.The orthometric height was determined by differential leveling
 DF9515.and adjusted by the National Geodetic Survey in February 2004..
 DF9515
 DF9515.The geoid height was determined by GEOID03.
 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     -   132,680.      759,040.      MT  (+/- 180 meters Scaled)
 DF9515
 DF9515                          SUPERSEDED SURVEY CONTROL
 DF9515
 DF9515.No superseded survey control is available for this station.
 DF9515
 DF9515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN151810(NAD 83)
 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 - 2001
 DF9515
 DF9515  HISTORY     - Date     Condition        Report By
 DF9515  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9550 ***********************************************************************
 DF9550  DESIGNATION -  2X14
 DF9550  PID         -  DF9550
 DF9550  STATE/COUNTY-  WI/WAUKESHA
 DF9550  USGS QUAD   -  WAUKESHA (1994)
 DF9550
 DF9550                         *CURRENT SURVEY CONTROL
 DF9550  ___________________________________________________________________
 DF9550* NAD 83(1986)-  43 02 15.     (N)    088 12 51.     (W)     SCALED    
 DF9550* NAVD 88     -       253.216  (meters)     830.76   (feet)  ADJUSTED  
 DF9550  ___________________________________________________________________
 DF9550  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 DF9550  DYNAMIC HT  -         253.147 (meters)     830.53  (feet)  COMP
 DF9550  MODELED GRAV-     980,341.8   (mgal)                       NAVD 88
 DF9550
 DF9550  VERT ORDER  -  SECOND    CLASS I
 DF9550
 DF9550.The horizontal coordinates were scaled from a topographic map and have
 DF9550.an estimated accuracy of +/- 6 seconds.
 DF9550
 DF9550.The orthometric height was determined by differential leveling
 DF9550.and adjusted by the National Geodetic Survey in February 2004..
 DF9550
 DF9550.The geoid height was determined by GEOID03.
 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     -   116,820.      745,510.      MT  (+/- 180 meters Scaled)
 DF9550
 DF9550                          SUPERSEDED SURVEY CONTROL
 DF9550
 DF9550.No superseded survey control is available for this station.
 DF9550
 DF9550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN010656(NAD 83)
 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 - 2001
 DF9550
 DF9550  HISTORY     - Date     Condition        Report By
 DF9550  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9551 ***********************************************************************
 DF9551  DESIGNATION -  2X15
 DF9551  PID         -  DF9551
 DF9551  STATE/COUNTY-  WI/WAUKESHA
 DF9551  USGS QUAD   -  WAUKESHA (1994)
 DF9551
 DF9551                         *CURRENT SURVEY CONTROL
 DF9551  ___________________________________________________________________
 DF9551* NAD 83(1986)-  43 02 53.     (N)    088 12 28.     (W)     SCALED    
 DF9551* NAVD 88     -       262.440  (meters)     861.02   (feet)  ADJUSTED  
 DF9551  ___________________________________________________________________
 DF9551  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 DF9551  DYNAMIC HT  -         262.369 (meters)     860.79  (feet)  COMP
 DF9551  MODELED GRAV-     980,343.5   (mgal)                       NAVD 88
 DF9551
 DF9551  VERT ORDER  -  SECOND    CLASS I
 DF9551
 DF9551.The horizontal coordinates were scaled from a topographic map and have
 DF9551.an estimated accuracy of +/- 6 seconds.
 DF9551
 DF9551.The orthometric height was determined by differential leveling
 DF9551.and adjusted by the National Geodetic Survey in February 2004..
 DF9551
 DF9551.The geoid height was determined by GEOID03.
 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     -   118,000.      746,010.      MT  (+/- 180 meters Scaled)
 DF9551
 DF9551                          SUPERSEDED SURVEY CONTROL
 DF9551
 DF9551.No superseded survey control is available for this station.
 DF9551
 DF9551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN016668(NAD 83)
 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 NOT SUITABLE FOR
 DF9551+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9551
 DF9551  HISTORY     - Date     Condition        Report By
 DF9551  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9552 ***********************************************************************
 DF9552  DESIGNATION -  2X16
 DF9552  PID         -  DF9552
 DF9552  STATE/COUNTY-  WI/WAUKESHA
 DF9552  USGS QUAD   -  WAUKESHA (1994)
 DF9552
 DF9552                         *CURRENT SURVEY CONTROL
 DF9552  ___________________________________________________________________
 DF9552* NAD 83(1986)-  43 03 58.     (N)    088 12 20.     (W)     SCALED    
 DF9552* NAVD 88     -       259.744  (meters)     852.18   (feet)  ADJUSTED  
 DF9552  ___________________________________________________________________
 DF9552  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 DF9552  DYNAMIC HT  -         259.675 (meters)     851.95  (feet)  COMP
 DF9552  MODELED GRAV-     980,346.5   (mgal)                       NAVD 88
 DF9552
 DF9552  VERT ORDER  -  SECOND    CLASS I
 DF9552
 DF9552.The horizontal coordinates were scaled from a topographic map and have
 DF9552.an estimated accuracy of +/- 6 seconds.
 DF9552
 DF9552.The orthometric height was determined by differential leveling
 DF9552.and adjusted by the National Geodetic Survey in February 2004..
 DF9552
 DF9552.The geoid height was determined by GEOID03.
 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     -   120,010.      746,150.      MT  (+/- 180 meters Scaled)
 DF9552
 DF9552                          SUPERSEDED SURVEY CONTROL
 DF9552
 DF9552.No superseded survey control is available for this station.
 DF9552
 DF9552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN018688(NAD 83)
 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 - 2001
 DF9552
 DF9552  HISTORY     - Date     Condition        Report By
 DF9552  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9553 ***********************************************************************
 DF9553  DESIGNATION -  2X17
 DF9553  PID         -  DF9553
 DF9553  STATE/COUNTY-  WI/WAUKESHA
 DF9553  USGS QUAD   -  WAUKESHA (1994)
 DF9553
 DF9553                         *CURRENT SURVEY CONTROL
 DF9553  ___________________________________________________________________
 DF9553* NAD 83(1986)-  43 05 07.     (N)    088 12 19.     (W)     SCALED    
 DF9553* NAVD 88     -       260.185  (meters)     853.62   (feet)  ADJUSTED  
 DF9553  ___________________________________________________________________
 DF9553  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 DF9553  DYNAMIC HT  -         260.116 (meters)     853.40  (feet)  COMP
 DF9553  MODELED GRAV-     980,349.6   (mgal)                       NAVD 88
 DF9553
 DF9553  VERT ORDER  -  SECOND    CLASS I
 DF9553
 DF9553.The horizontal coordinates were scaled from a topographic map and have
 DF9553.an estimated accuracy of +/- 6 seconds.
 DF9553
 DF9553.The orthometric height was determined by differential leveling
 DF9553.and adjusted by the National Geodetic Survey in February 2004..
 DF9553
 DF9553.The geoid height was determined by GEOID03.
 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.      746,120.      MT  (+/- 180 meters Scaled)
 DF9553
 DF9553                          SUPERSEDED SURVEY CONTROL
 DF9553
 DF9553.No superseded survey control is available for this station.
 DF9553
 DF9553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN018709(NAD 83)
 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 - 2001
 DF9553
 DF9553  HISTORY     - Date     Condition        Report By
 DF9553  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6130 ***********************************************************************
 AI6130  DESIGNATION -  2X18
 AI6130  PID         -  AI6130
 AI6130  STATE/COUNTY-  WI/DODGE
 AI6130  USGS QUAD   -  HARTFORD WEST (1976)
 AI6130
 AI6130                         *CURRENT SURVEY CONTROL
 AI6130  ___________________________________________________________________
 AI6130* NAD 83(1986)-  43 21 08.     (N)    088 25 44.     (W)     SCALED    
 AI6130* NAVD 88     -       324.125  (meters)    1063.40   (feet)  ADJUSTED  
 AI6130  ___________________________________________________________________
 AI6130  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 AI6130  DYNAMIC HT  -         324.048 (meters)    1063.15  (feet)  COMP
 AI6130  MODELED GRAV-     980,373.1   (mgal)                       NAVD 88
 AI6130
 AI6130  VERT ORDER  -  SECOND    CLASS I
 AI6130
 AI6130.The horizontal coordinates were scaled from a topographic map and have
 AI6130.an estimated accuracy of +/- 6 seconds.
 AI6130
 AI6130.The orthometric height was determined by differential leveling
 AI6130.and adjusted by the National Geodetic Survey in October 2000..
 AI6130
 AI6130.The geoid height was determined by GEOID03.
 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     -   151,420.      727,360.      MT  (+/- 180 meters Scaled)
 AI6130
 AI6130                          SUPERSEDED SURVEY CONTROL
 AI6130
 AI6130.No superseded survey control is available for this station.
 AI6130
 AI6130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP842009(NAD 83)
 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 = OCTOBER  7, 2006
 AI6129 ***********************************************************************
 AI6129  DESIGNATION -  2X19
 AI6129  PID         -  AI6129
 AI6129  STATE/COUNTY-  WI/DODGE
 AI6129  USGS QUAD   -  HARTFORD WEST (1976)
 AI6129
 AI6129                         *CURRENT SURVEY CONTROL
 AI6129  ___________________________________________________________________
 AI6129* NAD 83(1986)-  43 22 03.     (N)    088 25 42.     (W)     SCALED    
 AI6129* NAVD 88     -       321.576  (meters)    1055.04   (feet)  ADJUSTED  
 AI6129  ___________________________________________________________________
 AI6129  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 AI6129  DYNAMIC HT  -         321.500 (meters)    1054.79  (feet)  COMP
 AI6129  MODELED GRAV-     980,374.3   (mgal)                       NAVD 88
 AI6129
 AI6129  VERT ORDER  -  SECOND    CLASS I
 AI6129
 AI6129.The horizontal coordinates were scaled from a topographic map and have
 AI6129.an estimated accuracy of +/- 6 seconds.
 AI6129
 AI6129.The orthometric height was determined by differential leveling
 AI6129.and adjusted by the National Geodetic Survey in October 2000..
 AI6129
 AI6129.The geoid height was determined by GEOID03.
 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     -   153,120.      727,370.      MT  (+/- 180 meters Scaled)
 AI6129
 AI6129                          SUPERSEDED SURVEY CONTROL
 AI6129
 AI6129.No superseded survey control is available for this station.
 AI6129
 AI6129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP842026(NAD 83)
 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 = OCTOBER  7, 2006
 AI6128 ***********************************************************************
 AI6128  DESIGNATION -  2X20
 AI6128  PID         -  AI6128
 AI6128  STATE/COUNTY-  WI/DODGE
 AI6128  USGS QUAD   -  NENNO (1976)
 AI6128
 AI6128                         *CURRENT SURVEY CONTROL
 AI6128  ___________________________________________________________________
 AI6128* NAD 83(1986)-  43 22 39.     (N)    088 25 56.     (W)     SCALED    
 AI6128* NAVD 88     -       320.138  (meters)    1050.32   (feet)  ADJUSTED  
 AI6128  ___________________________________________________________________
 AI6128  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 AI6128  DYNAMIC HT  -         320.062 (meters)    1050.07  (feet)  COMP
 AI6128  MODELED GRAV-     980,375.9   (mgal)                       NAVD 88
 AI6128
 AI6128  VERT ORDER  -  SECOND    CLASS I
 AI6128
 AI6128.The horizontal coordinates were scaled from a topographic map and have
 AI6128.an estimated accuracy of +/- 6 seconds.
 AI6128
 AI6128.The orthometric height was determined by differential leveling
 AI6128.and adjusted by the National Geodetic Survey in October 2000..
 AI6128
 AI6128.The geoid height was determined by GEOID03.
 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     -   154,220.      727,040.      MT  (+/- 180 meters Scaled)
 AI6128
 AI6128                          SUPERSEDED SURVEY CONTROL
 AI6128
 AI6128.No superseded survey control is available for this station.
 AI6128
 AI6128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP839037(NAD 83)
 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 = OCTOBER  7, 2006
 AI6127 ***********************************************************************
 AI6127  DESIGNATION -  2X21
 AI6127  PID         -  AI6127
 AI6127  STATE/COUNTY-  WI/DODGE
 AI6127  USGS QUAD   -  NENNO (1976)
 AI6127
 AI6127                         *CURRENT SURVEY CONTROL
 AI6127  ___________________________________________________________________
 AI6127* NAD 83(1986)-  43 23 28.     (N)    088 25 51.     (W)     SCALED    
 AI6127* NAVD 88     -       334.900  (meters)    1098.75   (feet)  ADJUSTED  
 AI6127  ___________________________________________________________________
 AI6127  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 AI6127  DYNAMIC HT  -         334.822 (meters)    1098.50  (feet)  COMP
 AI6127  MODELED GRAV-     980,377.3   (mgal)                       NAVD 88
 AI6127
 AI6127  VERT ORDER  -  SECOND    CLASS I
 AI6127
 AI6127.The horizontal coordinates were scaled from a topographic map and have
 AI6127.an estimated accuracy of +/- 6 seconds.
 AI6127
 AI6127.The orthometric height was determined by differential leveling
 AI6127.and adjusted by the National Geodetic Survey in October 2000..
 AI6127
 AI6127.The geoid height was determined by GEOID03.
 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     -   155,740.      727,120.      MT  (+/- 180 meters Scaled)
 AI6127
 AI6127                          SUPERSEDED SURVEY CONTROL
 AI6127
 AI6127.No superseded survey control is available for this station.
 AI6127
 AI6127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP841052(NAD 83)
 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 = OCTOBER  7, 2006
 AI6126 ***********************************************************************
 AI6126  DESIGNATION -  2X22
 AI6126  PID         -  AI6126
 AI6126  STATE/COUNTY-  WI/DODGE
 AI6126  USGS QUAD   -  NENNO (1976)
 AI6126
 AI6126                         *CURRENT SURVEY CONTROL
 AI6126  ___________________________________________________________________
 AI6126* NAD 83(1986)-  43 24 48.     (N)    088 25 14.     (W)     SCALED    
 AI6126* NAVD 88     -       339.928  (meters)    1115.25   (feet)  ADJUSTED  
 AI6126  ___________________________________________________________________
 AI6126  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 AI6126  DYNAMIC HT  -         339.850 (meters)    1114.99  (feet)  COMP
 AI6126  MODELED GRAV-     980,378.8   (mgal)                       NAVD 88
 AI6126
 AI6126  VERT ORDER  -  SECOND    CLASS I
 AI6126
 AI6126.The horizontal coordinates were scaled from a topographic map and have
 AI6126.an estimated accuracy of +/- 6 seconds.
 AI6126
 AI6126.The orthometric height was determined by differential leveling
 AI6126.and adjusted by the National Geodetic Survey in October 2000..
 AI6126
 AI6126.The geoid height was determined by GEOID03.
 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     -   158,220.      727,910.      MT  (+/- 180 meters Scaled)
 AI6126
 AI6126                          SUPERSEDED SURVEY CONTROL
 AI6126
 AI6126.No superseded survey control is available for this station.
 AI6126
 AI6126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP849076(NAD 83)
 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 = OCTOBER  7, 2006
 AI6125 ***********************************************************************
 AI6125  DESIGNATION -  2X23
 AI6125  PID         -  AI6125
 AI6125  STATE/COUNTY-  WI/DODGE
 AI6125  USGS QUAD   -  NENNO (1976)
 AI6125
 AI6125                         *CURRENT SURVEY CONTROL
 AI6125  ___________________________________________________________________
 AI6125* NAD 83(1997)-  43 25 34.41186(N)    088 25 28.72369(W)     ADJUSTED  
 AI6125* NAVD 88     -       328.211  (meters)    1076.81   (feet)  ADJUSTED  
 AI6125  ___________________________________________________________________
 AI6125  X           -     127,554.252 (meters)                     COMP
 AI6125  Y           -  -4,637,989.991 (meters)                     COMP
 AI6125  Z           -   4,362,214.303 (meters)                     COMP
 AI6125  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 AI6125  ELLIP HEIGHT-         293.39  (meters)          (11/17/00) GPS OBS
 AI6125  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 AI6125  DYNAMIC HT  -         328.135 (meters)    1076.56  (feet)  COMP
 AI6125  MODELED GRAV-     980,380.3   (mgal)                       NAVD 88
 AI6125
 AI6125  HORZ ORDER  -  FIRST
 AI6125  VERT ORDER  -  SECOND    CLASS I
 AI6125  ELLP ORDER  -  THIRD     CLASS II
 AI6125
 AI6125.The horizontal coordinates were established by GPS observations
 AI6125.and adjusted by the National Geodetic Survey in July 2000..
 AI6125
 AI6125.The orthometric height was determined by differential leveling
 AI6125.and adjusted by the National Geodetic Survey in October 2000..
 AI6125
 AI6125.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6125
 AI6125.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6125
 AI6125.The ellipsoidal height was determined by GPS observations
 AI6125.and is referenced to NAD 83.
 AI6125
 AI6125.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI6125;SPC WI S     -   159,644.876   727,548.286   MT  0.99993264   +1 04 56.8
 AI6125;SPC WI S     -   523,768.23  2,386,964.67   sFT  0.99993264   +1 04 56.8
 AI6125;UTM  16      - 4,809,133.805   384,684.683   MT  0.99976357   -0 58 46.0
 AI6125
 AI6125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6125!SPC WI S     -   0.99995399  x   0.99993264  =   0.99988664
 AI6125!UTM  16      -   0.99995399  x   0.99976357  =   0.99971757
 AI6125
 AI6125                          SUPERSEDED SURVEY CONTROL
 AI6125
 AI6125  ELLIP H (07/06/00)  293.39   (m)                       GP(       ) 2 1
 AI6125
 AI6125.Superseded values are not recommended for survey control.
 AI6125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6125.See file dsdata.txt to determine how the superseded data were derived.
 AI6125
 AI6125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8468509134(NAD 83)
 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 = OCTOBER  7, 2006
 AI6124 ***********************************************************************
 AI6124  DESIGNATION -  2X24
 AI6124  PID         -  AI6124
 AI6124  STATE/COUNTY-  WI/DODGE
 AI6124  USGS QUAD   -  NENNO (1976)
 AI6124
 AI6124                         *CURRENT SURVEY CONTROL
 AI6124  ___________________________________________________________________
 AI6124* NAD 83(1997)-  43 25 49.84221(N)    088 26 24.89406(W)     ADJUSTED  
 AI6124* NAVD 88     -       336.679  (meters)    1104.59   (feet)  ADJUSTED  
 AI6124  ___________________________________________________________________
 AI6124  X           -     126,282.478 (meters)                     COMP
 AI6124  Y           -  -4,637,703.431 (meters)                     COMP
 AI6124  Z           -   4,362,565.963 (meters)                     COMP
 AI6124  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 AI6124  ELLIP HEIGHT-         301.84  (meters)          (11/17/00) GPS OBS
 AI6124  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 AI6124  DYNAMIC HT  -         336.602 (meters)    1104.34  (feet)  COMP
 AI6124  MODELED GRAV-     980,381.3   (mgal)                       NAVD 88
 AI6124
 AI6124  HORZ ORDER  -  FIRST
 AI6124  VERT ORDER  -  SECOND    CLASS I
 AI6124  ELLP ORDER  -  THIRD     CLASS II
 AI6124
 AI6124.The horizontal coordinates were established by GPS observations
 AI6124.and adjusted by the National Geodetic Survey in July 2000..
 AI6124
 AI6124.The orthometric height was determined by differential leveling
 AI6124.and adjusted by the National Geodetic Survey in October 2000..
 AI6124
 AI6124.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6124
 AI6124.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6124
 AI6124.The ellipsoidal height was determined by GPS observations
 AI6124.and is referenced to NAD 83.
 AI6124
 AI6124.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI6124;SPC WI S     -   160,097.215   726,276.244   MT  0.99993268   +1 04 18.2
 AI6124;SPC WI S     -   525,252.28  2,382,791.31   sFT  0.99993268   +1 04 18.2
 AI6124;UTM  16      - 4,809,631.535   383,429.950   MT  0.99976715   -0 59 24.9
 AI6124
 AI6124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6124!SPC WI S     -   0.99995267  x   0.99993268  =   0.99988535
 AI6124!UTM  16      -   0.99995267  x   0.99976715  =   0.99971983
 AI6124
 AI6124                          SUPERSEDED SURVEY CONTROL
 AI6124
 AI6124  ELLIP H (07/06/00)  301.84   (m)                       GP(       ) 2 1
 AI6124
 AI6124.Superseded values are not recommended for survey control.
 AI6124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6124.See file dsdata.txt to determine how the superseded data were derived.
 AI6124
 AI6124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8343009632(NAD 83)
 AI6124_MARKER: DD = SURVEY DISK
 AI6124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6124_STAMPING: 2X24 1999
 AI6124_MARK LOGO: WIDT  
 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 - September 09, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6123 ***********************************************************************
 AI6123  DESIGNATION -  2X25
 AI6123  PID         -  AI6123
 AI6123  STATE/COUNTY-  WI/DODGE
 AI6123  USGS QUAD   -  NENNO (1976)
 AI6123
 AI6123                         *CURRENT SURVEY CONTROL
 AI6123  ___________________________________________________________________
 AI6123* NAD 83(1986)-  43 26 31.     (N)    088 26 25.     (W)     SCALED    
 AI6123* NAVD 88     -       326.384  (meters)    1070.81   (feet)  ADJUSTED  
 AI6123  ___________________________________________________________________
 AI6123  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 AI6123  DYNAMIC HT  -         326.309 (meters)    1070.57  (feet)  COMP
 AI6123  MODELED GRAV-     980,382.4   (mgal)                       NAVD 88
 AI6123
 AI6123  VERT ORDER  -  SECOND    CLASS I
 AI6123
 AI6123.The horizontal coordinates were scaled from a topographic map and have
 AI6123.an estimated accuracy of +/- 6 seconds.
 AI6123
 AI6123.The orthometric height was determined by differential leveling
 AI6123.and adjusted by the National Geodetic Survey in October 2000..
 AI6123
 AI6123.The geoid height was determined by GEOID03.
 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     -   161,370.      726,250.      MT  (+/- 180 meters Scaled)
 AI6123
 AI6123                          SUPERSEDED SURVEY CONTROL
 AI6123
 AI6123.No superseded survey control is available for this station.
 AI6123
 AI6123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP834109(NAD 83)
 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 = OCTOBER  7, 2006
 AI6122 ***********************************************************************
 AI6122  DESIGNATION -  2X26
 AI6122  PID         -  AI6122
 AI6122  STATE/COUNTY-  WI/DODGE
 AI6122  USGS QUAD   -  NENNO (1976)
 AI6122
 AI6122                         *CURRENT SURVEY CONTROL
 AI6122  ___________________________________________________________________
 AI6122* NAD 83(1986)-  43 27 27.     (N)    088 26 26.     (W)     SCALED    
 AI6122* NAVD 88     -       316.281  (meters)    1037.67   (feet)  ADJUSTED  
 AI6122  ___________________________________________________________________
 AI6122  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 AI6122  DYNAMIC HT  -         316.209 (meters)    1037.43  (feet)  COMP
 AI6122  MODELED GRAV-     980,383.9   (mgal)                       NAVD 88
 AI6122
 AI6122  VERT ORDER  -  SECOND    CLASS I
 AI6122
 AI6122.The horizontal coordinates were scaled from a topographic map and have
 AI6122.an estimated accuracy of +/- 6 seconds.
 AI6122
 AI6122.The orthometric height was determined by differential leveling
 AI6122.and adjusted by the National Geodetic Survey in October 2000..
 AI6122
 AI6122.The geoid height was determined by GEOID03.
 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     -   163,090.      726,200.      MT  (+/- 180 meters Scaled)
 AI6122
 AI6122                          SUPERSEDED SURVEY CONTROL
 AI6122
 AI6122.No superseded survey control is available for this station.
 AI6122
 AI6122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP834126(NAD 83)
 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 = OCTOBER  7, 2006
 AI6121 ***********************************************************************
 AI6121  DESIGNATION -  2X27
 AI6121  PID         -  AI6121
 AI6121  STATE/COUNTY-  WI/DODGE
 AI6121  USGS QUAD   -  NENNO (1976)
 AI6121
 AI6121                         *CURRENT SURVEY CONTROL
 AI6121  ___________________________________________________________________
 AI6121* NAD 83(1986)-  43 28 18.     (N)    088 27 01.     (W)     SCALED    
 AI6121* NAVD 88     -       313.482  (meters)    1028.48   (feet)  ADJUSTED  
 AI6121  ___________________________________________________________________
 AI6121  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 AI6121  DYNAMIC HT  -         313.412 (meters)    1028.25  (feet)  COMP
 AI6121  MODELED GRAV-     980,385.3   (mgal)                       NAVD 88
 AI6121
 AI6121  VERT ORDER  -  SECOND    CLASS I
 AI6121
 AI6121.The horizontal coordinates were scaled from a topographic map and have
 AI6121.an estimated accuracy of +/- 6 seconds.
 AI6121
 AI6121.The orthometric height was determined by differential leveling
 AI6121.and adjusted by the National Geodetic Survey in October 2000..
 AI6121
 AI6121.The geoid height was determined by GEOID03.
 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     -   164,650.      725,380.      MT  (+/- 180 meters Scaled)
 AI6121
 AI6121                          SUPERSEDED SURVEY CONTROL
 AI6121
 AI6121.No superseded survey control is available for this station.
 AI6121
 AI6121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP826142(NAD 83)
 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 = OCTOBER  7, 2006
 AI6120 ***********************************************************************
 AI6120  DESIGNATION -  2X28
 AI6120  PID         -  AI6120
 AI6120  STATE/COUNTY-  WI/DODGE
 AI6120  USGS QUAD   -  NENNO (1976)
 AI6120
 AI6120                         *CURRENT SURVEY CONTROL
 AI6120  ___________________________________________________________________
 AI6120* NAD 83(1986)-  43 29 07.     (N)    088 27 02.     (W)     SCALED    
 AI6120* NAVD 88     -       314.492  (meters)    1031.80   (feet)  ADJUSTED  
 AI6120  ___________________________________________________________________
 AI6120  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 AI6120  DYNAMIC HT  -         314.421 (meters)    1031.56  (feet)  COMP
 AI6120  MODELED GRAV-     980,386.3   (mgal)                       NAVD 88
 AI6120
 AI6120  VERT ORDER  -  SECOND    CLASS I
 AI6120
 AI6120.The horizontal coordinates were scaled from a topographic map and have
 AI6120.an estimated accuracy of +/- 6 seconds.
 AI6120
 AI6120.The orthometric height was determined by differential leveling
 AI6120.and adjusted by the National Geodetic Survey in October 2000..
 AI6120
 AI6120.The geoid height was determined by GEOID03.
 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     -   166,170.      725,330.      MT  (+/- 180 meters Scaled)
 AI6120
 AI6120                          SUPERSEDED SURVEY CONTROL
 AI6120
 AI6120.No superseded survey control is available for this station.
 AI6120
 AI6120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP827157(NAD 83)
 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 = OCTOBER  7, 2006
 AI6119 ***********************************************************************
 AI6119  DESIGNATION -  2X29
 AI6119  PID         -  AI6119
 AI6119  STATE/COUNTY-  WI/DODGE
 AI6119  USGS QUAD   -  LOMIRA (1974)
 AI6119
 AI6119                         *CURRENT SURVEY CONTROL
 AI6119  ___________________________________________________________________
 AI6119* NAD 83(1986)-  43 30 03.     (N)    088 27 00.     (W)     SCALED    
 AI6119* NAVD 88     -       297.872  (meters)     977.27   (feet)  ADJUSTED  
 AI6119  ___________________________________________________________________
 AI6119  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 AI6119  DYNAMIC HT  -         297.805 (meters)     977.05  (feet)  COMP
 AI6119  MODELED GRAV-     980,387.3   (mgal)                       NAVD 88
 AI6119
 AI6119  VERT ORDER  -  SECOND    CLASS I
 AI6119
 AI6119.The horizontal coordinates were scaled from a topographic map and have
 AI6119.an estimated accuracy of +/- 6 seconds.
 AI6119
 AI6119.The orthometric height was determined by differential leveling
 AI6119.and adjusted by the National Geodetic Survey in October 2000..
 AI6119
 AI6119.The geoid height was determined by GEOID03.
 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.      725,340.      MT  (+/- 180 meters Scaled)
 AI6119
 AI6119                          SUPERSEDED SURVEY CONTROL
 AI6119
 AI6119.No superseded survey control is available for this station.
 AI6119
 AI6119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP827174(NAD 83)
 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 = OCTOBER  7, 2006
 AI6118 ***********************************************************************
 AI6118  DESIGNATION -  2X30
 AI6118  PID         -  AI6118
 AI6118  STATE/COUNTY-  WI/DODGE
 AI6118  USGS QUAD   -  LOMIRA (1974)
 AI6118
 AI6118                         *CURRENT SURVEY CONTROL
 AI6118  ___________________________________________________________________
 AI6118* NAD 83(1986)-  43 31 09.     (N)    088 27 04.     (W)     SCALED    
 AI6118* NAVD 88     -       287.235  (meters)     942.37   (feet)  ADJUSTED  
 AI6118  ___________________________________________________________________
 AI6118  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 AI6118  DYNAMIC HT  -         287.171 (meters)     942.16  (feet)  COMP
 AI6118  MODELED GRAV-     980,388.6   (mgal)                       NAVD 88
 AI6118
 AI6118  VERT ORDER  -  SECOND    CLASS I
 AI6118
 AI6118.The horizontal coordinates were scaled from a topographic map and have
 AI6118.an estimated accuracy of +/- 6 seconds.
 AI6118
 AI6118.The orthometric height was determined by differential leveling
 AI6118.and adjusted by the National Geodetic Survey in October 2000..
 AI6118
 AI6118.The geoid height was determined by GEOID03.
 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     -   169,930.      725,210.      MT  (+/- 180 meters Scaled)
 AI6118
 AI6118                          SUPERSEDED SURVEY CONTROL
 AI6118
 AI6118.No superseded survey control is available for this station.
 AI6118
 AI6118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP827194(NAD 83)
 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 = OCTOBER  7, 2006
 DF9555 ***********************************************************************
 DF9555  DESIGNATION -  2X31
 DF9555  PID         -  DF9555
 DF9555  STATE/COUNTY-  WI/WAUKESHA
 DF9555  USGS QUAD   -  SUSSEX (1994)
 DF9555
 DF9555                         *CURRENT SURVEY CONTROL
 DF9555  ___________________________________________________________________
 DF9555* NAD 83(1986)-  43 07 45.     (N)    088 12 34.     (W)     SCALED    
 DF9555* NAVD 88     -       274.614  (meters)     900.96   (feet)  ADJUSTED  
 DF9555  ___________________________________________________________________
 DF9555  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 DF9555  DYNAMIC HT  -         274.543 (meters)     900.73  (feet)  COMP
 DF9555  MODELED GRAV-     980,356.5   (mgal)                       NAVD 88
 DF9555
 DF9555  VERT ORDER  -  SECOND    CLASS I
 DF9555
 DF9555.The horizontal coordinates were scaled from a topographic map and have
 DF9555.an estimated accuracy of +/- 6 seconds.
 DF9555
 DF9555.The orthometric height was determined by differential leveling
 DF9555.and adjusted by the National Geodetic Survey in February 2004..
 DF9555
 DF9555.The geoid height was determined by GEOID03.
 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     -   127,000.      745,680.      MT  (+/- 180 meters Scaled)
 DF9555
 DF9555                          SUPERSEDED SURVEY CONTROL
 DF9555
 DF9555.No superseded survey control is available for this station.
 DF9555
 DF9555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN016758(NAD 83)
 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 - 2001
 DF9555
 DF9555  HISTORY     - Date     Condition        Report By
 DF9555  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9556 ***********************************************************************
 DF9556  DESIGNATION -  2X32
 DF9556  PID         -  DF9556
 DF9556  STATE/COUNTY-  WI/WAUKESHA
 DF9556  USGS QUAD   -  SUSSEX (1994)
 DF9556
 DF9556                         *CURRENT SURVEY CONTROL
 DF9556  ___________________________________________________________________
 DF9556* NAD 83(1986)-  43 08 53.     (N)    088 12 24.     (W)     SCALED    
 DF9556* NAVD 88     -       298.492  (meters)     979.30   (feet)  ADJUSTED  
 DF9556  ___________________________________________________________________
 DF9556  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 DF9556  DYNAMIC HT  -         298.416 (meters)     979.05  (feet)  COMP
 DF9556  MODELED GRAV-     980,358.3   (mgal)                       NAVD 88
 DF9556
 DF9556  VERT ORDER  -  SECOND    CLASS I
 DF9556
 DF9556.The horizontal coordinates were scaled from a topographic map and have
 DF9556.an estimated accuracy of +/- 6 seconds.
 DF9556
 DF9556.The orthometric height was determined by differential leveling
 DF9556.and adjusted by the National Geodetic Survey in February 2004..
 DF9556
 DF9556.The geoid height was determined by GEOID03.
 DF9556
 DF9556.The dynamic height is computed by dividing the NAVD 88
 DF9556.geopotential number by the normal gravity value computed on the
 DF9556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9556.degrees latitude (g = 980.6199 gals.).
 DF9556
 DF9556.The modeled gravity was interpolated from observed gravity values.
 DF9556
 DF9556;                    North         East    Units  Estimated Accuracy
 DF9556;SPC WI S     -   129,110.      745,860.      MT  (+/- 180 meters Scaled)
 DF9556
 DF9556                          SUPERSEDED SURVEY CONTROL
 DF9556
 DF9556.No superseded survey control is available for this station.
 DF9556
 DF9556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN018779(NAD 83)
 DF9556_MARKER: DD = SURVEY DISK
 DF9556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9556_STAMPING: 2X32 2002
 DF9556_MARK LOGO: WIDT  
 DF9556_PROJECTION: FLUSH
 DF9556_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9556
 DF9556  HISTORY     - Date     Condition        Report By
 DF9556  HISTORY     - 2001     MONUMENTED       WIDT
 DF9556
 DF9556                          STATION DESCRIPTION
 DF9556
 DF9556'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9556'HE STATION IS LOCATED ABOUT 28 KM NORTHWEST OF MILWAUKEE, 16 KM NORTH
 DF9556'OF WAUKESHA, AND 2 KM NORTHEAST OF SUSSEX.  OWNERSHIP--TOWN OF
 DF9556'LISBON. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 74
 DF9556'(WAUKESHA AVENUE) WITH STATE HIGHWAY 164 IN THE VILLAGE OF SUSSEX, GO
 DF9556'NORTH ON STATE HIGHWAY 74 FOR 0.5 KM TO WHERE STATE HIGHWAY 74 TURNS
 DF9556'TO THE EAST, MAIN STREET IS ON THE LEFT, AND WAUKESHA AVENUE
 DF9556'CONTINUES NORTH, CONTINUE NORTH ON WAUKESHA AVENUE FOR 1.6 KM TO GOOD
 DF9556'HOPE ROAD AND THE STATION ON THE LEFT. THE STATION IS A BRONZE
 DF9556'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9556'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9556'A DEPTH OF 2.0 M, SET ON BEDROCK, AND ABOUT LEVEL WITH THE ROAD
 DF9556'PAVEMENT.  THE STATION IS 10.0 M SOUTH OF THE CENTERLINE OF GOOD HOPE
 DF9556'ROAD, 28.8 M WEST OF THE CENTERLINE OF WAUKESHA AVENUE, 25.1 M
 DF9556'SOUTHEAST OF A METAL POST FOR A --SPEED LIMIT 35-- SIGN.
 DF9556'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9556'THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9557 ***********************************************************************
 DF9557  DESIGNATION -  2X33
 DF9557  PID         -  DF9557
 DF9557  STATE/COUNTY-  WI/WAUKESHA
 DF9557  USGS QUAD   -  SUSSEX (1994)
 DF9557
 DF9557                         *CURRENT SURVEY CONTROL
 DF9557  ___________________________________________________________________
 DF9557* NAD 83(1986)-  43 09 35.     (N)    088 12 48.     (W)     SCALED    
 DF9557* NAVD 88     -       292.140  (meters)     958.46   (feet)  ADJUSTED  
 DF9557  ___________________________________________________________________
 DF9557  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 DF9557  DYNAMIC HT  -         292.066 (meters)     958.22  (feet)  COMP
 DF9557  MODELED GRAV-     980,359.1   (mgal)                       NAVD 88
 DF9557
 DF9557  VERT ORDER  -  SECOND    CLASS I
 DF9557
 DF9557.The horizontal coordinates were scaled from a topographic map and have
 DF9557.an estimated accuracy of +/- 6 seconds.
 DF9557
 DF9557.The orthometric height was determined by differential leveling
 DF9557.and adjusted by the National Geodetic Survey in February 2004..
 DF9557
 DF9557.The geoid height was determined by GEOID03.
 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     -   130,390.      745,290.      MT  (+/- 180 meters Scaled)
 DF9557
 DF9557                          SUPERSEDED SURVEY CONTROL
 DF9557
 DF9557.No superseded survey control is available for this station.
 DF9557
 DF9557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN013792(NAD 83)
 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 - 2001
 DF9557
 DF9557  HISTORY     - Date     Condition        Report By
 DF9557  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7485 ***********************************************************************
 DE7485  DESIGNATION -  2X35
 DE7485  PID         -  DE7485
 DE7485  STATE/COUNTY-  WI/WASHINGTON
 DE7485  USGS QUAD   -  SUSSEX (1994)
 DE7485
 DE7485                         *CURRENT SURVEY CONTROL
 DE7485  ___________________________________________________________________
 DE7485* NAD 83(1986)-  43 12 25.     (N)    088 13 54.     (W)     SCALED    
 DE7485* NAVD 88     -       314.252  (meters)    1031.01   (feet)  ADJUSTED  
 DE7485  ___________________________________________________________________
 DE7485  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 DE7485  DYNAMIC HT  -         314.174 (meters)    1030.75  (feet)  COMP
 DE7485  MODELED GRAV-     980,361.5   (mgal)                       NAVD 88
 DE7485
 DE7485  VERT ORDER  -  SECOND    CLASS I
 DE7485
 DE7485.The horizontal coordinates were scaled from a topographic map and have
 DE7485.an estimated accuracy of +/- 6 seconds.
 DE7485
 DE7485.The orthometric height was determined by differential leveling
 DE7485.and adjusted by the National Geodetic Survey in May 2003..
 DE7485
 DE7485.The geoid height was determined by GEOID03.
 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     -   135,600.      743,690.      MT  (+/- 180 meters Scaled)
 DE7485
 DE7485                          SUPERSEDED SURVEY CONTROL
 DE7485
 DE7485.No superseded survey control is available for this station.
 DE7485
 DE7485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN999845(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7485+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2003
 DE7485
 DE7485  HISTORY     - Date     Condition        Report By
 DE7485  HISTORY     - 2000     MONUMENTED       WIDT
 DE7485  HISTORY     - 20031109 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7484 ***********************************************************************
 DE7484  DESIGNATION -  2X36
 DE7484  PID         -  DE7484
 DE7484  STATE/COUNTY-  WI/WASHINGTON
 DE7484  USGS QUAD   -  SUSSEX (1994)
 DE7484
 DE7484                         *CURRENT SURVEY CONTROL
 DE7484  ___________________________________________________________________
 DE7484* NAD 83(1986)-  43 12 40.     (N)    088 14 29.     (W)     SCALED    
 DE7484* NAVD 88     -       309.567  (meters)    1015.64   (feet)  ADJUSTED  
 DE7484  ___________________________________________________________________
 DE7484  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 DE7484  DYNAMIC HT  -         309.489 (meters)    1015.38  (feet)  COMP
 DE7484  MODELED GRAV-     980,361.4   (mgal)                       NAVD 88
 DE7484
 DE7484  VERT ORDER  -  SECOND    CLASS I
 DE7484
 DE7484.The horizontal coordinates were scaled from a topographic map and have
 DE7484.an estimated accuracy of +/- 6 seconds.
 DE7484
 DE7484.The orthometric height was determined by differential leveling
 DE7484.and adjusted by the National Geodetic Survey in May 2003..
 DE7484
 DE7484.The geoid height was determined by GEOID03.
 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     -   136,050.      742,890.      MT  (+/- 180 meters Scaled)
 DE7484
 DE7484                          SUPERSEDED SURVEY CONTROL
 DE7484
 DE7484.No superseded survey control is available for this station.
 DE7484
 DE7484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN991850(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7484+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2003
 DE7484
 DE7484  HISTORY     - Date     Condition        Report By
 DE7484  HISTORY     - 2000     MONUMENTED       WIDT
 DE7484  HISTORY     - 20031109 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7483 ***********************************************************************
 DE7483  DESIGNATION -  2X37
 DE7483  PID         -  DE7483
 DE7483  STATE/COUNTY-  WI/WASHINGTON
 DE7483  USGS QUAD   -  SUSSEX (1994)
 DE7483
 DE7483                         *CURRENT SURVEY CONTROL
 DE7483  ___________________________________________________________________
 DE7483* NAD 83(1986)-  43 13 20.     (N)    088 14 29.     (W)     SCALED    
 DE7483* NAVD 88     -       339.400  (meters)    1113.51   (feet)  ADJUSTED  
 DE7483  ___________________________________________________________________
 DE7483  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 DE7483  DYNAMIC HT  -         339.315 (meters)    1113.24  (feet)  COMP
 DE7483  MODELED GRAV-     980,362.0   (mgal)                       NAVD 88
 DE7483
 DE7483  VERT ORDER  -  SECOND    CLASS I
 DE7483
 DE7483.The horizontal coordinates were scaled from a topographic map and have
 DE7483.an estimated accuracy of +/- 6 seconds.
 DE7483
 DE7483.The orthometric height was determined by differential leveling
 DE7483.and adjusted by the National Geodetic Survey in May 2003..
 DE7483
 DE7483.The geoid height was determined by GEOID03.
 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     -   137,280.      742,860.      MT  (+/- 180 meters Scaled)
 DE7483
 DE7483                          SUPERSEDED SURVEY CONTROL
 DE7483
 DE7483.No superseded survey control is available for this station.
 DE7483
 DE7483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN991862(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7483+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2003
 DE7483
 DE7483  HISTORY     - Date     Condition        Report By
 DE7483  HISTORY     - 2000     MONUMENTED       WIDT
 DE7483  HISTORY     - 20031109 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7482 ***********************************************************************
 DE7482  DESIGNATION -  2X38
 DE7482  PID         -  DE7482
 DE7482  STATE/COUNTY-  WI/WASHINGTON
 DE7482  USGS QUAD   -  SUSSEX (1994)
 DE7482
 DE7482                         *CURRENT SURVEY CONTROL
 DE7482  ___________________________________________________________________
 DE7482* NAD 83(1986)-  43 14 13.     (N)    088 14 30.     (W)     SCALED    
 DE7482* NAVD 88     -       326.072  (meters)    1069.79   (feet)  ADJUSTED  
 DE7482  ___________________________________________________________________
 DE7482  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 DE7482  DYNAMIC HT  -         325.991 (meters)    1069.52  (feet)  COMP
 DE7482  MODELED GRAV-     980,362.7   (mgal)                       NAVD 88
 DE7482
 DE7482  VERT ORDER  -  SECOND    CLASS I
 DE7482
 DE7482.The horizontal coordinates were scaled from a topographic map and have
 DE7482.an estimated accuracy of +/- 6 seconds.
 DE7482
 DE7482.The orthometric height was determined by differential leveling
 DE7482.and adjusted by the National Geodetic Survey in May 2003..
 DE7482
 DE7482.The geoid height was determined by GEOID03.
 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     -   138,920.      742,800.      MT  (+/- 180 meters Scaled)
 DE7482
 DE7482                          SUPERSEDED SURVEY CONTROL
 DE7482
 DE7482.No superseded survey control is available for this station.
 DE7482
 DE7482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN991878(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7482+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2003
 DE7482
 DE7482  HISTORY     - Date     Condition        Report By
 DE7482  HISTORY     - 2000     MONUMENTED       WIDT
 DE7482  HISTORY     - 20031109 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7481 ***********************************************************************
 DE7481  DESIGNATION -  2X39
 DE7481  PID         -  DE7481
 DE7481  STATE/COUNTY-  WI/WASHINGTON
 DE7481  USGS QUAD   -  JACKSON (1994)
 DE7481
 DE7481                         *CURRENT SURVEY CONTROL
 DE7481  ___________________________________________________________________
 DE7481* NAD 83(1986)-  43 15 06.     (N)    088 14 30.     (W)     SCALED    
 DE7481* NAVD 88     -       335.882  (meters)    1101.97   (feet)  ADJUSTED  
 DE7481  ___________________________________________________________________
 DE7481  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 DE7481  DYNAMIC HT  -         335.799 (meters)    1101.70  (feet)  COMP
 DE7481  MODELED GRAV-     980,363.4   (mgal)                       NAVD 88
 DE7481
 DE7481  VERT ORDER  -  SECOND    CLASS I
 DE7481
 DE7481.The horizontal coordinates were scaled from a topographic map and have
 DE7481.an estimated accuracy of +/- 6 seconds.
 DE7481
 DE7481.The orthometric height was determined by differential leveling
 DE7481.and adjusted by the National Geodetic Survey in May 2003..
 DE7481
 DE7481.The geoid height was determined by GEOID03.
 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     -   140,550.      742,770.      MT  (+/- 180 meters Scaled)
 DE7481
 DE7481                          SUPERSEDED SURVEY CONTROL
 DE7481
 DE7481.No superseded survey control is available for this station.
 DE7481
 DE7481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN992895(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7481+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2003
 DE7481
 DE7481  HISTORY     - Date     Condition        Report By
 DE7481  HISTORY     - 2000     MONUMENTED       WIDT
 DE7481  HISTORY     - 20031109 GOOD             USPSQD
 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' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7480 ***********************************************************************
 DE7480  DESIGNATION -  2X40
 DE7480  PID         -  DE7480
 DE7480  STATE/COUNTY-  WI/WASHINGTON
 DE7480  USGS QUAD   -  JACKSON (1994)
 DE7480
 DE7480                         *CURRENT SURVEY CONTROL
 DE7480  ___________________________________________________________________
 DE7480* NAD 83(1986)-  43 15 03.     (N)    088 11 52.     (W)     SCALED    
 DE7480* NAVD 88     -       303.560  (meters)     995.93   (feet)  ADJUSTED  
 DE7480  ___________________________________________________________________
 DE7480  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DE7480  DYNAMIC HT  -         303.485 (meters)     995.68  (feet)  COMP
 DE7480  MODELED GRAV-     980,365.8   (mgal)                       NAVD 88
 DE7480
 DE7480  VERT ORDER  -  SECOND    CLASS I
 DE7480
 DE7480.The horizontal coordinates were scaled from a topographic map and have
 DE7480.an estimated accuracy of +/- 6 seconds.
 DE7480
 DE7480.The orthometric height was determined by differential leveling
 DE7480.and adjusted by the National Geodetic Survey in May 2003..
 DE7480
 DE7480.The geoid height was determined by GEOID03.
 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     -   140,540.      746,340.      MT  (+/- 180 meters Scaled)
 DE7480
 DE7480                          SUPERSEDED SURVEY CONTROL
 DE7480
 DE7480.No superseded survey control is available for this station.
 DE7480
 DE7480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN027893(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7480+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2003
 DE7480
 DE7480  HISTORY     - Date     Condition        Report By
 DE7480  HISTORY     - 2000     MONUMENTED       WIDT
 DE7480  HISTORY     - 20031109 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6158 ***********************************************************************
 AI6158  DESIGNATION -  2X41
 AI6158  PID         -  AI6158
 AI6158  STATE/COUNTY-  WI/WASHINGTON
 AI6158  USGS QUAD   -  JACKSON (1994)
 AI6158
 AI6158                         *CURRENT SURVEY CONTROL
 AI6158  ___________________________________________________________________
 AI6158* NAD 83(1986)-  43 15 30.     (N)    088 09 44.     (W)     SCALED    
 AI6158* NAVD 88     -       288.566  (meters)     946.74   (feet)  ADJUSTED  
 AI6158  ___________________________________________________________________
 AI6158  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 AI6158  DYNAMIC HT  -         288.495 (meters)     946.50  (feet)  COMP
 AI6158  MODELED GRAV-     980,369.0   (mgal)                       NAVD 88
 AI6158
 AI6158  VERT ORDER  -  SECOND    CLASS I
 AI6158
 AI6158.The horizontal coordinates were scaled from a topographic map and have
 AI6158.an estimated accuracy of +/- 6 seconds.
 AI6158
 AI6158.The orthometric height was determined by differential leveling
 AI6158.and adjusted by the National Geodetic Survey in October 2000..
 AI6158
 AI6158.The geoid height was determined by GEOID03.
 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     -   141,430.      749,200.      MT  (+/- 180 meters Scaled)
 AI6158
 AI6158                          SUPERSEDED SURVEY CONTROL
 AI6158
 AI6158.No superseded survey control is available for this station.
 AI6158
 AI6158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN056901(NAD 83)
 AI6158_MARKER: DD = SURVEY DISK
 AI6158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6158_STAMPING: 2X41 1999
 AI6158_MARK LOGO: WIDT  
 AI6158_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6158+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2003
 AI6158
 AI6158  HISTORY     - Date     Condition        Report By
 AI6158  HISTORY     - 1999     MONUMENTED       WIDT
 AI6158  HISTORY     - 20031109 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6159 ***********************************************************************
 AI6159  DESIGNATION -  2X42
 AI6159  PID         -  AI6159
 AI6159  STATE/COUNTY-  WI/WASHINGTON
 AI6159  USGS QUAD   -  JACKSON (1994)
 AI6159
 AI6159                         *CURRENT SURVEY CONTROL
 AI6159  ___________________________________________________________________
 AI6159* NAD 83(1986)-  43 15 53.     (N)    088 10 12.     (W)     SCALED    
 AI6159* NAVD 88     -       279.424  (meters)     916.74   (feet)  ADJUSTED  
 AI6159  ___________________________________________________________________
 AI6159  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 AI6159  DYNAMIC HT  -         279.356 (meters)     916.52  (feet)  COMP
 AI6159  MODELED GRAV-     980,368.9   (mgal)                       NAVD 88
 AI6159
 AI6159  VERT ORDER  -  SECOND    CLASS I
 AI6159
 AI6159.The horizontal coordinates were scaled from a topographic map and have
 AI6159.an estimated accuracy of +/- 6 seconds.
 AI6159
 AI6159.The orthometric height was determined by differential leveling
 AI6159.and adjusted by the National Geodetic Survey in October 2000..
 AI6159
 AI6159.The geoid height was determined by GEOID03.
 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     -   142,130.      748,560.      MT  (+/- 180 meters Scaled)
 AI6159
 AI6159                          SUPERSEDED SURVEY CONTROL
 AI6159
 AI6159.No superseded survey control is available for this station.
 AI6159
 AI6159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN050908(NAD 83)
 AI6159_MARKER: DD = SURVEY DISK
 AI6159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6159_STAMPING: 2X42 1999
 AI6159_MARK LOGO: WIDT  
 AI6159_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6159+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2003
 AI6159
 AI6159  HISTORY     - Date     Condition        Report By
 AI6159  HISTORY     - 1999     MONUMENTED       WIDT
 AI6159  HISTORY     - 20031109 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6160 ***********************************************************************
 AI6160  DESIGNATION -  2X43
 AI6160  PID         -  AI6160
 AI6160  STATE/COUNTY-  WI/WASHINGTON
 AI6160  USGS QUAD   -  JACKSON (1994)
 AI6160
 AI6160                         *CURRENT SURVEY CONTROL
 AI6160  ___________________________________________________________________
 AI6160* NAD 83(1986)-  43 15 59.     (N)    088 10 54.     (W)     SCALED    
 AI6160* NAVD 88     -       263.367  (meters)     864.06   (feet)  ADJUSTED  
 AI6160  ___________________________________________________________________
 AI6160  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 AI6160  DYNAMIC HT  -         263.302 (meters)     863.85  (feet)  COMP
 AI6160  MODELED GRAV-     980,368.1   (mgal)                       NAVD 88
 AI6160
 AI6160  VERT ORDER  -  SECOND    CLASS I
 AI6160
 AI6160.The horizontal coordinates were scaled from a topographic map and have
 AI6160.an estimated accuracy of +/- 6 seconds.
 AI6160
 AI6160.The orthometric height was determined by differential leveling
 AI6160.and adjusted by the National Geodetic Survey in October 2000..
 AI6160
 AI6160.The geoid height was determined by GEOID03.
 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     -   142,290.      747,610.      MT  (+/- 180 meters Scaled)
 AI6160
 AI6160                          SUPERSEDED SURVEY CONTROL
 AI6160
 AI6160.No superseded survey control is available for this station.
 AI6160
 AI6160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN041910(NAD 83)
 AI6160_MARKER: DD = SURVEY DISK
 AI6160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6160_STAMPING: 2X43 1999
 AI6160_MARK LOGO: WIDT  
 AI6160_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6160+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2003
 AI6160
 AI6160  HISTORY     - Date     Condition        Report By
 AI6160  HISTORY     - 1999     MONUMENTED       WIDT
 AI6160  HISTORY     - 20031109 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6161 ***********************************************************************
 AI6161  DESIGNATION -  2X44
 AI6161  PID         -  AI6161
 AI6161  STATE/COUNTY-  WI/WASHINGTON
 AI6161  USGS QUAD   -  JACKSON (1994)
 AI6161
 AI6161                         *CURRENT SURVEY CONTROL
 AI6161  ___________________________________________________________________
 AI6161* NAD 83(1986)-  43 16 58.     (N)    088 10 53.     (W)     SCALED    
 AI6161* NAVD 88     -       282.577  (meters)     927.09   (feet)  ADJUSTED  
 AI6161  ___________________________________________________________________
 AI6161  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 AI6161  DYNAMIC HT  -         282.508 (meters)     926.86  (feet)  COMP
 AI6161  MODELED GRAV-     980,369.4   (mgal)                       NAVD 88
 AI6161
 AI6161  VERT ORDER  -  SECOND    CLASS I
 AI6161
 AI6161.The horizontal coordinates were scaled from a topographic map and have
 AI6161.an estimated accuracy of +/- 6 seconds.
 AI6161
 AI6161.The orthometric height was determined by differential leveling
 AI6161.and adjusted by the National Geodetic Survey in October 2000..
 AI6161
 AI6161.The geoid height was determined by GEOID03.
 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     -   144,110.      747,590.      MT  (+/- 180 meters Scaled)
 AI6161
 AI6161                          SUPERSEDED SURVEY CONTROL
 AI6161
 AI6161.No superseded survey control is available for this station.
 AI6161
 AI6161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN041928(NAD 83)
 AI6161_MARKER: DD = SURVEY DISK
 AI6161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6161_STAMPING: 2X44 1999
 AI6161_MARK LOGO: WIDT  
 AI6161_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6161+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2003
 AI6161
 AI6161  HISTORY     - Date     Condition        Report By
 AI6161  HISTORY     - 1999     MONUMENTED       WIDT
 AI6161  HISTORY     - 20031109 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6162 ***********************************************************************
 AI6162  DESIGNATION -  2X45
 AI6162  PID         -  AI6162
 AI6162  STATE/COUNTY-  WI/WASHINGTON
 AI6162  USGS QUAD   -  JACKSON (1994)
 AI6162
 AI6162                         *CURRENT SURVEY CONTROL
 AI6162  ___________________________________________________________________
 AI6162* NAD 83(1986)-  43 17 43.     (N)    088 11 01.     (W)     SCALED    
 AI6162* NAVD 88     -       285.467  (meters)     936.57   (feet)  ADJUSTED  
 AI6162  ___________________________________________________________________
 AI6162  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 AI6162  DYNAMIC HT  -         285.398 (meters)     936.34  (feet)  COMP
 AI6162  MODELED GRAV-     980,370.1   (mgal)                       NAVD 88
 AI6162
 AI6162  VERT ORDER  -  SECOND    CLASS I
 AI6162
 AI6162.The horizontal coordinates were scaled from a topographic map and have
 AI6162.an estimated accuracy of +/- 6 seconds.
 AI6162
 AI6162.The orthometric height was determined by differential leveling
 AI6162.and adjusted by the National Geodetic Survey in October 2000..
 AI6162
 AI6162.The geoid height was determined by GEOID03.
 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     -   145,500.      747,380.      MT  (+/- 180 meters Scaled)
 AI6162
 AI6162                          SUPERSEDED SURVEY CONTROL
 AI6162
 AI6162.No superseded survey control is available for this station.
 AI6162
 AI6162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN039942(NAD 83)
 AI6162_MARKER: DD = SURVEY DISK
 AI6162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6162_STAMPING: 2X45 1999
 AI6162_MARK LOGO: WIDT  
 AI6162_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6162+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2003
 AI6162
 AI6162  HISTORY     - Date     Condition        Report By
 AI6162  HISTORY     - 1999     MONUMENTED       WIDT
 AI6162  HISTORY     - 20031109 GOOD             USPSQD
 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' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6164 ***********************************************************************
 AI6164  DESIGNATION -  2X46
 AI6164  PID         -  AI6164
 AI6164  STATE/COUNTY-  WI/WASHINGTON
 AI6164  USGS QUAD   -  JACKSON (1994)
 AI6164
 AI6164                         *CURRENT SURVEY CONTROL
 AI6164  ___________________________________________________________________
 AI6164* NAD 83(1986)-  43 19 26.     (N)    088 10 54.     (W)     SCALED    
 AI6164* NAVD 88     -       270.874  (meters)     888.69   (feet)  ADJUSTED  
 AI6164  ___________________________________________________________________
 AI6164  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 AI6164  DYNAMIC HT  -         270.809 (meters)     888.48  (feet)  COMP
 AI6164  MODELED GRAV-     980,372.5   (mgal)                       NAVD 88
 AI6164
 AI6164  VERT ORDER  -  SECOND    CLASS I
 AI6164
 AI6164.The horizontal coordinates were scaled from a topographic map and have
 AI6164.an estimated accuracy of +/- 6 seconds.
 AI6164
 AI6164.The orthometric height was determined by differential leveling
 AI6164.and adjusted by the National Geodetic Survey in October 2000..
 AI6164
 AI6164.The geoid height was determined by GEOID03.
 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     -   148,680.      747,470.      MT  (+/- 180 meters Scaled)
 AI6164
 AI6164                          SUPERSEDED SURVEY CONTROL
 AI6164
 AI6164.No superseded survey control is available for this station.
 AI6164
 AI6164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN041974(NAD 83)
 AI6164_MARKER: DD = SURVEY DISK
 AI6164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6164_STAMPING: 2X46 1999
 AI6164_MARK LOGO: WIDT  
 AI6164_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6164+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2003
 AI6164
 AI6164  HISTORY     - Date     Condition        Report By
 AI6164  HISTORY     - 1999     MONUMENTED       WIDT
 AI6164  HISTORY     - 20031109 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6165 ***********************************************************************
 AI6165  DESIGNATION -  2X47
 AI6165  PID         -  AI6165
 AI6165  STATE/COUNTY-  WI/WASHINGTON
 AI6165  USGS QUAD   -  JACKSON (1994)
 AI6165
 AI6165                         *CURRENT SURVEY CONTROL
 AI6165  ___________________________________________________________________
 AI6165* NAD 83(1986)-  43 20 19.     (N)    088 11 02.     (W)     SCALED    
 AI6165* NAVD 88     -       288.376  (meters)     946.11   (feet)  ADJUSTED  
 AI6165  ___________________________________________________________________
 AI6165  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 AI6165  DYNAMIC HT  -         288.307 (meters)     945.89  (feet)  COMP
 AI6165  MODELED GRAV-     980,373.5   (mgal)                       NAVD 88
 AI6165
 AI6165  VERT ORDER  -  SECOND    CLASS I
 AI6165
 AI6165.The horizontal coordinates were scaled from a topographic map and have
 AI6165.an estimated accuracy of +/- 6 seconds.
 AI6165
 AI6165.The orthometric height was determined by differential leveling
 AI6165.and adjusted by the National Geodetic Survey in October 2000..
 AI6165
 AI6165.The geoid height was determined by GEOID03.
 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     -   150,310.      747,250.      MT  (+/- 180 meters Scaled)
 AI6165
 AI6165                          SUPERSEDED SURVEY CONTROL
 AI6165
 AI6165.No superseded survey control is available for this station.
 AI6165
 AI6165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN040990(NAD 83)
 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 - November 09, 2003
 AI6165
 AI6165  HISTORY     - Date     Condition        Report By
 AI6165  HISTORY     - 1999     MONUMENTED       WIDT
 AI6165  HISTORY     - 20031109 GOOD             USPSQD
 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--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6166 ***********************************************************************
 AI6166  DESIGNATION -  2X48
 AI6166  PID         -  AI6166
 AI6166  STATE/COUNTY-  WI/WASHINGTON
 AI6166  USGS QUAD   -  JACKSON (1994)
 AI6166
 AI6166                         *CURRENT SURVEY CONTROL
 AI6166  ___________________________________________________________________
 AI6166* NAD 83(1986)-  43 21 23.     (N)    088 11 00.     (W)     SCALED    
 AI6166* NAVD 88     -       298.107  (meters)     978.04   (feet)  ADJUSTED  
 AI6166  ___________________________________________________________________
 AI6166  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 AI6166  DYNAMIC HT  -         298.036 (meters)     977.81  (feet)  COMP
 AI6166  MODELED GRAV-     980,375.3   (mgal)                       NAVD 88
 AI6166
 AI6166  VERT ORDER  -  SECOND    CLASS I
 AI6166
 AI6166.The horizontal coordinates were scaled from a topographic map and have
 AI6166.an estimated accuracy of +/- 6 seconds.
 AI6166
 AI6166.The orthometric height was determined by differential leveling
 AI6166.and adjusted by the National Geodetic Survey in October 2000..
 AI6166
 AI6166.The geoid height was determined by GEOID03.
 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     -   152,290.      747,250.      MT  (+/- 180 meters Scaled)
 AI6166
 AI6166                          SUPERSEDED SURVEY CONTROL
 AI6166
 AI6166.No superseded survey control is available for this station.
 AI6166
 AI6166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP041010(NAD 83)
 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 - November 09, 2003
 AI6166
 AI6166  HISTORY     - Date     Condition        Report By
 AI6166  HISTORY     - 1999     MONUMENTED       WIDT
 AI6166  HISTORY     - 20031109 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6167 ***********************************************************************
 AI6167  DESIGNATION -  2X49
 AI6167  PID         -  AI6167
 AI6167  STATE/COUNTY-  WI/WASHINGTON
 AI6167  USGS QUAD   -  JACKSON (1994)
 AI6167
 AI6167                         *CURRENT SURVEY CONTROL
 AI6167  ___________________________________________________________________
 AI6167* NAD 83(1986)-  43 22 07.     (N)    088 10 44.     (W)     SCALED    
 AI6167* NAVD 88     -       306.330  (meters)    1005.02   (feet)  ADJUSTED  
 AI6167  ___________________________________________________________________
 AI6167  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 AI6167  DYNAMIC HT  -         306.258 (meters)    1004.78  (feet)  COMP
 AI6167  MODELED GRAV-     980,377.2   (mgal)                       NAVD 88
 AI6167
 AI6167  VERT ORDER  -  SECOND    CLASS I
 AI6167
 AI6167.The horizontal coordinates were scaled from a topographic map and have
 AI6167.an estimated accuracy of +/- 6 seconds.
 AI6167
 AI6167.The orthometric height was determined by differential leveling
 AI6167.and adjusted by the National Geodetic Survey in October 2000..
 AI6167
 AI6167.The geoid height was determined by GEOID03.
 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     -   153,650.      747,580.      MT  (+/- 180 meters Scaled)
 AI6167
 AI6167                          SUPERSEDED SURVEY CONTROL
 AI6167
 AI6167.No superseded survey control is available for this station.
 AI6167
 AI6167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP044024(NAD 83)
 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 - November 09, 2003
 AI6167
 AI6167  HISTORY     - Date     Condition        Report By
 AI6167  HISTORY     - 1999     MONUMENTED       WIDT
 AI6167  HISTORY     - 20031109 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9549 ***********************************************************************
 DF9549  DESIGNATION -  2X50
 DF9549  PID         -  DF9549
 DF9549  STATE/COUNTY-  WI/WAUKESHA
 DF9549  USGS QUAD   -  SUSSEX (1994)
 DF9549
 DF9549                         *CURRENT SURVEY CONTROL
 DF9549  ___________________________________________________________________
 DF9549* NAD 83(1986)-  43 10 41.     (N)    088 12 46.     (W)     SCALED    
 DF9549* NAVD 88     -       294.721  (meters)     966.93   (feet)  ADJUSTED  
 DF9549  ___________________________________________________________________
 DF9549  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 DF9549  DYNAMIC HT  -         294.646 (meters)     966.68  (feet)  COMP
 DF9549  MODELED GRAV-     980,360.4   (mgal)                       NAVD 88
 DF9549
 DF9549  VERT ORDER  -  SECOND    CLASS I
 DF9549
 DF9549.The horizontal coordinates were scaled from a topographic map and have
 DF9549.an estimated accuracy of +/- 6 seconds.
 DF9549
 DF9549.The orthometric height was determined by differential leveling
 DF9549.and adjusted by the National Geodetic Survey in February 2004..
 DF9549
 DF9549.The geoid height was determined by GEOID03.
 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     -   132,430.      745,290.      MT  (+/- 180 meters Scaled)
 DF9549
 DF9549                          SUPERSEDED SURVEY CONTROL
 DF9549
 DF9549.No superseded survey control is available for this station.
 DF9549
 DF9549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN014813(NAD 83)
 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 - 2001
 DF9549
 DF9549  HISTORY     - Date     Condition        Report By
 DF9549  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9548 ***********************************************************************
 DF9548  DESIGNATION -  2X51
 DF9548  PID         -  DF9548
 DF9548  STATE/COUNTY-  WI/WAUKESHA
 DF9548  USGS QUAD   -  SUSSEX (1994)
 DF9548
 DF9548                         *CURRENT SURVEY CONTROL
 DF9548  ___________________________________________________________________
 DF9548* NAD 83(1986)-  43 10 57.     (N)    088 13 20.     (W)     SCALED    
 DF9548* NAVD 88     -       299.152  (meters)     981.47   (feet)  ADJUSTED  
 DF9548  ___________________________________________________________________
 DF9548  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 DF9548  DYNAMIC HT  -         299.077 (meters)     981.22  (feet)  COMP
 DF9548  MODELED GRAV-     980,360.4   (mgal)                       NAVD 88
 DF9548
 DF9548  VERT ORDER  -  SECOND    CLASS I
 DF9548
 DF9548.The horizontal coordinates were scaled from a topographic map and have
 DF9548.an estimated accuracy of +/- 6 seconds.
 DF9548
 DF9548.The orthometric height was determined by differential leveling
 DF9548.and adjusted by the National Geodetic Survey in February 2004..
 DF9548
 DF9548.The geoid height was determined by GEOID03.
 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     -   132,910.      744,510.      MT  (+/- 180 meters Scaled)
 DF9548
 DF9548                          SUPERSEDED SURVEY CONTROL
 DF9548
 DF9548.No superseded survey control is available for this station.
 DF9548
 DF9548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN006818(NAD 83)
 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 - 2001
 DF9548
 DF9548  HISTORY     - Date     Condition        Report By
 DF9548  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6177 ***********************************************************************
 AI6177  DESIGNATION -  2X56
 AI6177  PID         -  AI6177
 AI6177  STATE/COUNTY-  WI/WASHINGTON
 AI6177  USGS QUAD   -  WEST BEND (1994)
 AI6177
 AI6177                         *CURRENT SURVEY CONTROL
 AI6177  ___________________________________________________________________
 AI6177* NAD 83(1986)-  43 27 20.     (N)    088 11 09.     (W)     SCALED    
 AI6177* NAVD 88     -       285.856  (meters)     937.85   (feet)  ADJUSTED  
 AI6177  ___________________________________________________________________
 AI6177  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 AI6177  DYNAMIC HT  -         285.792 (meters)     937.64  (feet)  COMP
 AI6177  MODELED GRAV-     980,386.8   (mgal)                       NAVD 88
 AI6177
 AI6177  VERT ORDER  -  SECOND    CLASS I
 AI6177
 AI6177.The horizontal coordinates were scaled from a topographic map and have
 AI6177.an estimated accuracy of +/- 6 seconds.
 AI6177
 AI6177.The orthometric height was determined by differential leveling
 AI6177.and adjusted by the National Geodetic Survey in October 2000..
 AI6177
 AI6177.The geoid height was determined by GEOID03.
 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     -   163,300.      746,810.      MT  (+/- 180 meters Scaled)
 AI6177
 AI6177                          SUPERSEDED SURVEY CONTROL
 AI6177
 AI6177.No superseded survey control is available for this station.
 AI6177
 AI6177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP040120(NAD 83)
 AI6177_MARKER: DD = SURVEY DISK
 AI6177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6177_STAMPING: 2X56 1999
 AI6177_MARK LOGO: WIDT  
 AI6177_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6177+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2003
 AI6177
 AI6177  HISTORY     - Date     Condition        Report By
 AI6177  HISTORY     - 1999     MONUMENTED       WIDT
 AI6177  HISTORY     - 20031108 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6178 ***********************************************************************
 AI6178  DESIGNATION -  2X57
 AI6178  PID         -  AI6178
 AI6178  STATE/COUNTY-  WI/WASHINGTON
 AI6178  USGS QUAD   -  WEST BEND (1994)
 AI6178
 AI6178                         *CURRENT SURVEY CONTROL
 AI6178  ___________________________________________________________________
 AI6178* NAD 83(1986)-  43 27 19.     (N)    088 12 20.     (W)     SCALED    
 AI6178* NAVD 88     -       288.633  (meters)     946.96   (feet)  ADJUSTED  
 AI6178  ___________________________________________________________________
 AI6178  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 AI6178  DYNAMIC HT  -         288.567 (meters)     946.74  (feet)  COMP
 AI6178  MODELED GRAV-     980,384.5   (mgal)                       NAVD 88
 AI6178
 AI6178  VERT ORDER  -  SECOND    CLASS I
 AI6178
 AI6178.The horizontal coordinates were scaled from a topographic map and have
 AI6178.an estimated accuracy of +/- 6 seconds.
 AI6178
 AI6178.The orthometric height was determined by differential leveling
 AI6178.and adjusted by the National Geodetic Survey in October 2000..
 AI6178
 AI6178.The geoid height was determined by GEOID03.
 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     -   163,230.      745,220.      MT  (+/- 180 meters Scaled)
 AI6178
 AI6178                          SUPERSEDED SURVEY CONTROL
 AI6178
 AI6178.No superseded survey control is available for this station.
 AI6178
 AI6178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP024120(NAD 83)
 AI6178_MARKER: DD = SURVEY DISK
 AI6178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6178_STAMPING: 2X57 1999
 AI6178_MARK LOGO: WIDT  
 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 - November 21, 2003
 AI6178
 AI6178  HISTORY     - Date     Condition        Report By
 AI6178  HISTORY     - 1999     MONUMENTED       WIDT
 AI6178  HISTORY     - 20031121 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6179 ***********************************************************************
 AI6179  DESIGNATION -  2X58
 AI6179  PID         -  AI6179
 AI6179  STATE/COUNTY-  WI/WASHINGTON
 AI6179  USGS QUAD   -  WEST BEND (1994)
 AI6179
 AI6179                         *CURRENT SURVEY CONTROL
 AI6179  ___________________________________________________________________
 AI6179* NAD 83(1986)-  43 28 07.     (N)    088 12 30.     (W)     SCALED    
 AI6179* NAVD 88     -       286.269  (meters)     939.20   (feet)  ADJUSTED  
 AI6179  ___________________________________________________________________
 AI6179  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 AI6179  DYNAMIC HT  -         286.204 (meters)     938.99  (feet)  COMP
 AI6179  MODELED GRAV-     980,385.6   (mgal)                       NAVD 88
 AI6179
 AI6179  VERT ORDER  -  SECOND    CLASS I
 AI6179
 AI6179.The horizontal coordinates were scaled from a topographic map and have
 AI6179.an estimated accuracy of +/- 6 seconds.
 AI6179
 AI6179.The orthometric height was determined by differential leveling
 AI6179.and adjusted by the National Geodetic Survey in October 2000..
 AI6179
 AI6179.The geoid height was determined by GEOID03.
 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     -   164,710.      744,960.      MT  (+/- 180 meters Scaled)
 AI6179
 AI6179                          SUPERSEDED SURVEY CONTROL
 AI6179
 AI6179.No superseded survey control is available for this station.
 AI6179
 AI6179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP022135(NAD 83)
 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 - November 08, 2003
 AI6179
 AI6179  HISTORY     - Date     Condition        Report By
 AI6179  HISTORY     - 1999     MONUMENTED       WIDT
 AI6179  HISTORY     - 20031108 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6180 ***********************************************************************
 AI6180  DESIGNATION -  2X59
 AI6180  PID         -  AI6180
 AI6180  STATE/COUNTY-  WI/WASHINGTON
 AI6180  USGS QUAD   -  WEST BEND (1994)
 AI6180
 AI6180                         *CURRENT SURVEY CONTROL
 AI6180  ___________________________________________________________________
 AI6180* NAD 83(1986)-  43 29 17.     (N)    088 12 17.     (W)     SCALED    
 AI6180* NAVD 88     -       296.714  (meters)     973.47   (feet)  ADJUSTED  
 AI6180  ___________________________________________________________________
 AI6180  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 AI6180  DYNAMIC HT  -         296.647 (meters)     973.25  (feet)  COMP
 AI6180  MODELED GRAV-     980,387.5   (mgal)                       NAVD 88
 AI6180
 AI6180  VERT ORDER  -  SECOND    CLASS I
 AI6180
 AI6180.The horizontal coordinates were scaled from a topographic map and have
 AI6180.an estimated accuracy of +/- 6 seconds.
 AI6180
 AI6180.The orthometric height was determined by differential leveling
 AI6180.and adjusted by the National Geodetic Survey in October 2000..
 AI6180
 AI6180.The geoid height was determined by GEOID03.
 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     -   166,870.      745,200.      MT  (+/- 180 meters Scaled)
 AI6180
 AI6180                          SUPERSEDED SURVEY CONTROL
 AI6180
 AI6180.No superseded survey control is available for this station.
 AI6180
 AI6180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP025157(NAD 83)
 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 - November 08, 2003
 AI6180
 AI6180  HISTORY     - Date     Condition        Report By
 AI6180  HISTORY     - 1999     MONUMENTED       WIDT
 AI6180  HISTORY     - 20031108 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6169 ***********************************************************************
 AI6169  DESIGNATION -  2X82
 AI6169  PID         -  AI6169
 AI6169  STATE/COUNTY-  WI/WASHINGTON
 AI6169  USGS QUAD   -  WEST BEND (1994)
 AI6169
 AI6169                         *CURRENT SURVEY CONTROL
 AI6169  ___________________________________________________________________
 AI6169* NAD 83(1986)-  43 22 53.     (N)    088 09 40.     (W)     SCALED    
 AI6169* NAVD 88     -       289.888  (meters)     951.07   (feet)  ADJUSTED  
 AI6169  ___________________________________________________________________
 AI6169  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 AI6169  DYNAMIC HT  -         289.821 (meters)     950.85  (feet)  COMP
 AI6169  MODELED GRAV-     980,381.0   (mgal)                       NAVD 88
 AI6169
 AI6169  VERT ORDER  -  SECOND    CLASS I
 AI6169
 AI6169.The horizontal coordinates were scaled from a topographic map and have
 AI6169.an estimated accuracy of +/- 6 seconds.
 AI6169
 AI6169.The orthometric height was determined by differential leveling
 AI6169.and adjusted by the National Geodetic Survey in October 2000..
 AI6169
 AI6169.The geoid height was determined by GEOID03.
 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     -   155,100.      748,990.      MT  (+/- 180 meters Scaled)
 AI6169
 AI6169                          SUPERSEDED SURVEY CONTROL
 AI6169
 AI6169.No superseded survey control is available for this station.
 AI6169
 AI6169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP059038(NAD 83)
 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 - November 21, 2003
 AI6169
 AI6169  HISTORY     - Date     Condition        Report By
 AI6169  HISTORY     - 1999     MONUMENTED       WIDT
 AI6169  HISTORY     - 20031121 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6170 ***********************************************************************
 AI6170  DESIGNATION -  2X83
 AI6170  PID         -  AI6170
 AI6170  STATE/COUNTY-  WI/WASHINGTON
 AI6170  USGS QUAD   -  WEST BEND (1994)
 AI6170
 AI6170                         *CURRENT SURVEY CONTROL
 AI6170  ___________________________________________________________________
 AI6170* NAD 83(1986)-  43 23 49.     (N)    088 09 44.     (W)     SCALED    
 AI6170* NAVD 88     -       272.393  (meters)     893.68   (feet)  ADJUSTED  
 AI6170  ___________________________________________________________________
 AI6170  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 AI6170  DYNAMIC HT  -         272.331 (meters)     893.47  (feet)  COMP
 AI6170  MODELED GRAV-     980,382.7   (mgal)                       NAVD 88
 AI6170
 AI6170  VERT ORDER  -  SECOND    CLASS I
 AI6170
 AI6170.The horizontal coordinates were scaled from a topographic map and have
 AI6170.an estimated accuracy of +/- 6 seconds.
 AI6170
 AI6170.The orthometric height was determined by differential leveling
 AI6170.and adjusted by the National Geodetic Survey in October 2000..
 AI6170
 AI6170.The geoid height was determined by GEOID03.
 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     -   156,830.      748,860.      MT  (+/- 180 meters Scaled)
 AI6170
 AI6170                          SUPERSEDED SURVEY CONTROL
 AI6170
 AI6170.No superseded survey control is available for this station.
 AI6170
 AI6170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP058055(NAD 83)
 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 - November 21, 2003
 AI6170
 AI6170  HISTORY     - Date     Condition        Report By
 AI6170  HISTORY     - 1999     MONUMENTED       WIDT
 AI6170  HISTORY     - 20031121 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6171 ***********************************************************************
 AI6171  DESIGNATION -  2X84
 AI6171  PID         -  AI6171
 AI6171  STATE/COUNTY-  WI/WASHINGTON
 AI6171  USGS QUAD   -  WEST BEND (1994)
 AI6171
 AI6171                         *CURRENT SURVEY CONTROL
 AI6171  ___________________________________________________________________
 AI6171* NAD 83(1986)-  43 24 34.     (N)    088 09 38.     (W)     SCALED    
 AI6171* NAVD 88     -       282.510  (meters)     926.87   (feet)  ADJUSTED  
 AI6171  ___________________________________________________________________
 AI6171  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 AI6171  DYNAMIC HT  -         282.446 (meters)     926.66  (feet)  COMP
 AI6171  MODELED GRAV-     980,384.5   (mgal)                       NAVD 88
 AI6171
 AI6171  VERT ORDER  -  SECOND    CLASS I
 AI6171
 AI6171.The horizontal coordinates were scaled from a topographic map and have
 AI6171.an estimated accuracy of +/- 6 seconds.
 AI6171
 AI6171.The orthometric height was determined by differential leveling
 AI6171.and adjusted by the National Geodetic Survey in October 2000..
 AI6171
 AI6171.The geoid height was determined by GEOID03.
 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     -   158,220.      748,970.      MT  (+/- 180 meters Scaled)
 AI6171
 AI6171                          SUPERSEDED SURVEY CONTROL
 AI6171
 AI6171.No superseded survey control is available for this station.
 AI6171
 AI6171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP060069(NAD 83)
 AI6171_MARKER: DD = SURVEY DISK
 AI6171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6171_STAMPING: 2X84 1999
 AI6171_MARK LOGO: WIDT  
 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 - November 21, 2003
 AI6171
 AI6171  HISTORY     - Date     Condition        Report By
 AI6171  HISTORY     - 1999     MONUMENTED       WIDT
 AI6171  HISTORY     - 20031121 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6172 ***********************************************************************
 AI6172  DESIGNATION -  2X85
 AI6172  PID         -  AI6172
 AI6172  STATE/COUNTY-  WI/WASHINGTON
 AI6172  USGS QUAD   -  WEST BEND (1994)
 AI6172
 AI6172                         *CURRENT SURVEY CONTROL
 AI6172  ___________________________________________________________________
 AI6172* NAD 83(1986)-  43 25 34.     (N)    088 09 42.     (W)     SCALED    
 AI6172* NAVD 88     -       270.298  (meters)     886.80   (feet)  ADJUSTED  
 AI6172  ___________________________________________________________________
 AI6172  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 AI6172  DYNAMIC HT  -         270.237 (meters)     886.60  (feet)  COMP
 AI6172  MODELED GRAV-     980,386.4   (mgal)                       NAVD 88
 AI6172
 AI6172  VERT ORDER  -  SECOND    CLASS I
 AI6172
 AI6172.The horizontal coordinates were scaled from a topographic map and have
 AI6172.an estimated accuracy of +/- 6 seconds.
 AI6172
 AI6172.The orthometric height was determined by differential leveling
 AI6172.and adjusted by the National Geodetic Survey in October 2000..
 AI6172
 AI6172.The geoid height was determined by GEOID03.
 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     -   160,070.      748,840.      MT  (+/- 180 meters Scaled)
 AI6172
 AI6172                          SUPERSEDED SURVEY CONTROL
 AI6172
 AI6172.No superseded survey control is available for this station.
 AI6172
 AI6172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP059087(NAD 83)
 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 - November 21, 2003
 AI6172
 AI6172  HISTORY     - Date     Condition        Report By
 AI6172  HISTORY     - 1999     MONUMENTED       WIDT
 AI6172  HISTORY     - 20031121 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6173 ***********************************************************************
 AI6173  DESIGNATION -  2X86
 AI6173  PID         -  AI6173
 AI6173  STATE/COUNTY-  WI/WASHINGTON
 AI6173  USGS QUAD   -  WEST BEND (1994)
 AI6173
 AI6173                         *CURRENT SURVEY CONTROL
 AI6173  ___________________________________________________________________
 AI6173* NAD 83(1986)-  43 25 39.     (N)    088 08 25.     (W)     SCALED    
 AI6173* NAVD 88     -       271.061  (meters)     889.31   (feet)  ADJUSTED  
 AI6173  ___________________________________________________________________
 AI6173  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 AI6173  DYNAMIC HT  -         271.000 (meters)     889.11  (feet)  COMP
 AI6173  MODELED GRAV-     980,389.0   (mgal)                       NAVD 88
 AI6173
 AI6173  VERT ORDER  -  SECOND    CLASS I
 AI6173
 AI6173.The horizontal coordinates were scaled from a topographic map and have
 AI6173.an estimated accuracy of +/- 6 seconds.
 AI6173
 AI6173.The orthometric height was determined by differential leveling
 AI6173.and adjusted by the National Geodetic Survey in October 2000..
 AI6173
 AI6173.The geoid height was determined by GEOID03.
 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     -   160,260.      750,570.      MT  (+/- 180 meters Scaled)
 AI6173
 AI6173                          SUPERSEDED SURVEY CONTROL
 AI6173
 AI6173.No superseded survey control is available for this station.
 AI6173
 AI6173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP077089(NAD 83)
 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 SUITABLE FOR
 AI6173+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2003
 AI6173
 AI6173  HISTORY     - Date     Condition        Report By
 AI6173  HISTORY     - 1999     MONUMENTED       WIDT
 AI6173  HISTORY     - 20020207 GOOD             WIDT
 AI6173  HISTORY     - 20031121 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6174 ***********************************************************************
 AI6174  DESIGNATION -  2X87
 AI6174  PID         -  AI6174
 AI6174  STATE/COUNTY-  WI/WASHINGTON
 AI6174  USGS QUAD   -  WEST BEND (1994)
 AI6174
 AI6174                         *CURRENT SURVEY CONTROL
 AI6174  ___________________________________________________________________
 AI6174* NAD 83(1986)-  43 26 40.     (N)    088 08 25.     (W)     SCALED    
 AI6174* NAVD 88     -       275.889  (meters)     905.15   (feet)  ADJUSTED  
 AI6174  ___________________________________________________________________
 AI6174  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 AI6174  DYNAMIC HT  -         275.828 (meters)     904.95  (feet)  COMP
 AI6174  MODELED GRAV-     980,391.1   (mgal)                       NAVD 88
 AI6174
 AI6174  VERT ORDER  -  SECOND    CLASS I
 AI6174
 AI6174.The horizontal coordinates were scaled from a topographic map and have
 AI6174.an estimated accuracy of +/- 6 seconds.
 AI6174
 AI6174.The orthometric height was determined by differential leveling
 AI6174.and adjusted by the National Geodetic Survey in October 2000..
 AI6174
 AI6174.The geoid height was determined by GEOID03.
 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     -   162,140.      750,520.      MT  (+/- 180 meters Scaled)
 AI6174
 AI6174                          SUPERSEDED SURVEY CONTROL
 AI6174
 AI6174.No superseded survey control is available for this station.
 AI6174
 AI6174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP077108(NAD 83)
 AI6174_MARKER: DD = SURVEY DISK
 AI6174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6174_STAMPING: 2X87 1999
 AI6174_MARK LOGO: WIDT  
 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 - November 21, 2003
 AI6174
 AI6174  HISTORY     - Date     Condition        Report By
 AI6174  HISTORY     - 1999     MONUMENTED       WIDT
 AI6174  HISTORY     - 20031121 GOOD             USPSQD
 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--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6175 ***********************************************************************
 AI6175  DESIGNATION -  2X88
 AI6175  PID         -  AI6175
 AI6175  STATE/COUNTY-  WI/WASHINGTON
 AI6175  USGS QUAD   -  WEST BEND (1994)
 AI6175
 AI6175                         *CURRENT SURVEY CONTROL
 AI6175  ___________________________________________________________________
 AI6175* NAD 83(1986)-  43 27 18.     (N)    088 08 23.     (W)     SCALED    
 AI6175* NAVD 88     -       274.200  (meters)     899.60   (feet)  ADJUSTED  
 AI6175  ___________________________________________________________________
 AI6175  GEOID HEIGHT-         -34.96  (meters)                     GEOID03
 AI6175  DYNAMIC HT  -         274.139 (meters)     899.40  (feet)  COMP
 AI6175  MODELED GRAV-     980,392.5   (mgal)                       NAVD 88
 AI6175
 AI6175  VERT ORDER  -  SECOND    CLASS I
 AI6175
 AI6175.The horizontal coordinates were scaled from a topographic map and have
 AI6175.an estimated accuracy of +/- 6 seconds.
 AI6175
 AI6175.The orthometric height was determined by differential leveling
 AI6175.and adjusted by the National Geodetic Survey in October 2000..
 AI6175
 AI6175.The geoid height was determined by GEOID03.
 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     -   163,320.      750,540.      MT  (+/- 180 meters Scaled)
 AI6175
 AI6175                          SUPERSEDED SURVEY CONTROL
 AI6175
 AI6175.No superseded survey control is available for this station.
 AI6175
 AI6175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP077119(NAD 83)
 AI6175_MARKER: DD = SURVEY DISK
 AI6175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6175_STAMPING: 2X88 1999
 AI6175_MARK LOGO: WIDT  
 AI6175_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6175+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2003
 AI6175
 AI6175  HISTORY     - Date     Condition        Report By
 AI6175  HISTORY     - 1999     MONUMENTED       WIDT
 AI6175  HISTORY     - 20031108 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6176 ***********************************************************************
 AI6176  DESIGNATION -  2X89
 AI6176  PID         -  AI6176
 AI6176  STATE/COUNTY-  WI/WASHINGTON
 AI6176  USGS QUAD   -  WEST BEND (1994)
 AI6176
 AI6176                         *CURRENT SURVEY CONTROL
 AI6176  ___________________________________________________________________
 AI6176* NAD 83(1986)-  43 27 19.     (N)    088 09 50.     (W)     SCALED    
 AI6176* NAVD 88     -       298.283  (meters)     978.62   (feet)  ADJUSTED  
 AI6176  ___________________________________________________________________
 AI6176  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 AI6176  DYNAMIC HT  -         298.217 (meters)     978.40  (feet)  COMP
 AI6176  MODELED GRAV-     980,389.4   (mgal)                       NAVD 88
 AI6176
 AI6176  VERT ORDER  -  SECOND    CLASS I
 AI6176
 AI6176.The horizontal coordinates were scaled from a topographic map and have
 AI6176.an estimated accuracy of +/- 6 seconds.
 AI6176
 AI6176.The orthometric height was determined by differential leveling
 AI6176.and adjusted by the National Geodetic Survey in October 2000..
 AI6176
 AI6176.The geoid height was determined by GEOID03.
 AI6176
 AI6176.The dynamic height is computed by dividing the NAVD 88
 AI6176.geopotential number by the normal gravity value computed on the
 AI6176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6176.degrees latitude (g = 980.6199 gals.).
 AI6176
 AI6176.The modeled gravity was interpolated from observed gravity values.
 AI6176
 AI6176;                    North         East    Units  Estimated Accuracy
 AI6176;SPC WI S     -   163,300.      748,590.      MT  (+/- 180 meters Scaled)
 AI6176
 AI6176                          SUPERSEDED SURVEY CONTROL
 AI6176
 AI6176.No superseded survey control is available for this station.
 AI6176
 AI6176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP058120(NAD 83)
 AI6176_MARKER: DD = SURVEY DISK
 AI6176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6176_STAMPING: 2X89 1999
 AI6176_MARK LOGO: WIDT  
 AI6176_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6176+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2003
 AI6176
 AI6176  HISTORY     - Date     Condition        Report By
 AI6176  HISTORY     - 1999     MONUMENTED       WIDT
 AI6176  HISTORY     - 20031108 GOOD             USPSQD
 AI6176
 AI6176                          STATION DESCRIPTION
 AI6176
 AI6176'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6176'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) NORTHEAST OF WEST BEND.
 AI6176'OWNERSHIP--TOWN OF BARTON.  TO REACH THE STATION FROM THE JUNCTION OF
 AI6176'US HIGHWAY 45 WITH STATE HIGHWAY 33 (WASHINGTON STREET) IN THE CITY OF
 AI6176'WEST BEND, GO EAST ON STATE HIGHWAY 33 (WASHINGTON STREET) FOR 5.5 KM
 AI6176'(3.40 MI) TO TRENTON ROAD ON THE LEFT, TURN LEFT AND GO NORTH ON
 AI6176'TRENTON ROAD FOR 3.1 KM (1.90 MI) TO NEWARK DRIVE, TURN LEFT AND GO
 AI6176'WEST ON NEWARK DRIVE FOR 1.6 KM (1.00 MI) TO STATE HIGHWAY 144,
 AI6176'CONTINUE WEST ON NEWARK DRIVE FOR 0.2 KM (0.10 MI) TO THE STATION ON
 AI6176'THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 AI6176'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --2X89
 AI6176'1999-- AND SET IN THE TOP OF A 41 CM (16-INCH) DIAMETER CONCRETE POST
 AI6176'FLUSH WITH THE GROUND AND ABOUT 0.5 M (1.6 FT) ABOVE THE ROAD
 AI6176'PAVEMENT.  THE STATION IS 6.7 M (22.0 FT) NORTH OF THE CENTERLINE OF
 AI6176'NEWARK DRIVE, 48 M (157.5 FT) EAST OF THE EXTENDED CENTERLINE OF
 AI6176'PRIVATE ENTRANCE --2589--, 25.2 M (82.7 FT) NORTHWEST OF POWER POLE
 AI6176'--87-04844 40-5--, 5.6 M (18.4 FT) WEST OF THE TOP CENTER OF THE EAST
 AI6176'END OF A 0.4 M (1.3 FT) CORRUGATED METAL CULVERT PIPE, AND 0.5 M (1.6
 AI6176'FT) SOUTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS
 AI6176'NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 AI6176'HORIZON.
 AI6176
 AI6176                          STATION RECOVERY (2003)
 AI6176
 AI6176'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6176'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 33 FEET WEST
 AI6176'OF THE CENTERLINE OF THE DRIVEWAY TO THE RESIDENCE AT --2630--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7579 ***********************************************************************
 DE7579  DESIGNATION -  2Y46
 DE7579  PID         -  DE7579
 DE7579  STATE/COUNTY-  WI/OZAUKEE
 DE7579  USGS QUAD   -  CEDARBURG (1994)
 DE7579
 DE7579                         *CURRENT SURVEY CONTROL
 DE7579  ___________________________________________________________________
 DE7579* NAD 83(1997)-  43 20 29.30349(N)    087 55 22.51430(W)     ADJUSTED  
 DE7579* NAVD 88     -       232.398  (meters)     762.46   (feet)  ADJUSTED  
 DE7579  ___________________________________________________________________
 DE7579  X           -     168,394.452 (meters)                     COMP
 DE7579  Y           -  -4,643,089.049 (meters)                     COMP
 DE7579  Z           -   4,355,304.717 (meters)                     COMP
 DE7579  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 DE7579  ELLIP HEIGHT-         197.20  (meters)          (02/27/04) GPS OBS
 DE7579  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 DE7579  DYNAMIC HT  -         232.345 (meters)     762.29  (feet)  COMP
 DE7579  MODELED GRAV-     980,384.3   (mgal)                       NAVD 88
 DE7579
 DE7579  HORZ ORDER  -  FIRST
 DE7579  VERT ORDER  -  SECOND    CLASS I
 DE7579  ELLP ORDER  -  THIRD     CLASS I
 DE7579
 DE7579.The horizontal coordinates were established by GPS observations
 DE7579.and adjusted by the WI DEPT OF TRANSP in February 2004..
 DE7579
 DE7579.The orthometric height was determined by differential leveling
 DE7579.and adjusted by the National Geodetic Survey in May 2003..
 DE7579
 DE7579.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7579
 DE7579.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7579
 DE7579.The ellipsoidal height was determined by GPS observations
 DE7579.and is referenced to NAD 83.
 DE7579
 DE7579.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE7579;SPC WI S     -   151,122.048   768,397.458   MT  0.99993309   +1 25 37.8
 DE7579;SPC WI S     -   495,806.25  2,520,983.99   sFT  0.99993309   +1 25 37.8
 DE7579;UTM  16      - 4,799,149.493   425,191.984   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  =   0.99990217
 DE7579!UTM  16      -   0.99996908  x   0.99966884  =   0.99963793
 DE7579
 DE7579                          SUPERSEDED SURVEY CONTROL
 DE7579
 DE7579.No superseded survey control is available for this station.
 DE7579
 DE7579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2519299149(NAD 83)
 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 - November 22, 2003
 DE7579
 DE7579  HISTORY     - Date     Condition        Report By
 DE7579  HISTORY     - 2000     MONUMENTED       WIDT
 DE7579  HISTORY     - 20030320 GOOD             WIDT
 DE7579  HISTORY     - 20031122 GOOD             USPSQD
 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'
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7583 ***********************************************************************
 DE7583  DESIGNATION -  2Y48
 DE7583  PID         -  DE7583
 DE7583  STATE/COUNTY-  WI/OZAUKEE
 DE7583  USGS QUAD   -  PORT WASHINGTON EAST (1994)
 DE7583
 DE7583                         *CURRENT SURVEY CONTROL
 DE7583  ___________________________________________________________________
 DE7583* NAD 83(1986)-  43 26 04.     (N)    087 52 17.     (W)     SCALED    
 DE7583* NAVD 88     -       231.646  (meters)     759.99   (feet)  ADJUSTED  
 DE7583  ___________________________________________________________________
 DE7583  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 DE7583  DYNAMIC HT  -         231.595 (meters)     759.82  (feet)  COMP
 DE7583  MODELED GRAV-     980,396.2   (mgal)                       NAVD 88
 DE7583
 DE7583  VERT ORDER  -  SECOND    CLASS I
 DE7583
 DE7583.The horizontal coordinates were scaled from a topographic map and have
 DE7583.an estimated accuracy of +/- 6 seconds.
 DE7583
 DE7583.The orthometric height was determined by differential leveling
 DE7583.and adjusted by the National Geodetic Survey in May 2003..
 DE7583
 DE7583.The geoid height was determined by GEOID03.
 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     -   161,550.      772,310.      MT  (+/- 180 meters Scaled)
 DE7583
 DE7583                          SUPERSEDED SURVEY CONTROL
 DE7583
 DE7583.No superseded survey control is available for this station.
 DE7583
 DE7583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP294094(NAD 83)
 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 - November 08, 2003
 DE7583
 DE7583  HISTORY     - Date     Condition        Report By
 DE7583  HISTORY     - 2000     MONUMENTED       WIDT
 DE7583  HISTORY     - 20031108 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7584 ***********************************************************************
 DE7584  DESIGNATION -  2Y49
 DE7584  PID         -  DE7584
 DE7584  STATE/COUNTY-  WI/OZAUKEE
 DE7584  USGS QUAD   -  PORT WASHINGTON EAST (1994)
 DE7584
 DE7584                         *CURRENT SURVEY CONTROL
 DE7584  ___________________________________________________________________
 DE7584* NAD 83(1986)-  43 27 21.     (N)    087 52 14.     (W)     SCALED    
 DE7584* NAVD 88     -       220.898  (meters)     724.73   (feet)  ADJUSTED  
 DE7584  ___________________________________________________________________
 DE7584  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 DE7584  DYNAMIC HT  -         220.850 (meters)     724.57  (feet)  COMP
 DE7584  MODELED GRAV-     980,397.8   (mgal)                       NAVD 88
 DE7584
 DE7584  VERT ORDER  -  SECOND    CLASS I
 DE7584
 DE7584.The horizontal coordinates were scaled from a topographic map and have
 DE7584.an estimated accuracy of +/- 6 seconds.
 DE7584
 DE7584.The orthometric height was determined by differential leveling
 DE7584.and adjusted by the National Geodetic Survey in May 2003..
 DE7584
 DE7584.The geoid height was determined by GEOID03.
 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     -   163,930.      772,320.      MT  (+/- 180 meters Scaled)
 DE7584
 DE7584                          SUPERSEDED SURVEY CONTROL
 DE7584
 DE7584.No superseded survey control is available for this station.
 DE7584
 DE7584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP295118(NAD 83)
 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 - November 08, 2003
 DE7584
 DE7584  HISTORY     - Date     Condition        Report By
 DE7584  HISTORY     - 2000     MONUMENTED       WIDT
 DE7584  HISTORY     - 20031108 GOOD             USPSQD
 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--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7585 ***********************************************************************
 DE7585  DESIGNATION -  2Y50
 DE7585  PID         -  DE7585
 DE7585  STATE/COUNTY-  WI/OZAUKEE
 DE7585  USGS QUAD   -  PORT WASHINGTON EAST (1994)
 DE7585
 DE7585                         *CURRENT SURVEY CONTROL
 DE7585  ___________________________________________________________________
 DE7585* NAD 83(1986)-  43 28 18.     (N)    087 51 52.     (W)     SCALED    
 DE7585* NAVD 88     -       223.904  (meters)     734.59   (feet)  ADJUSTED  
 DE7585  ___________________________________________________________________
 DE7585  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 DE7585  DYNAMIC HT  -         223.856 (meters)     734.43  (feet)  COMP
 DE7585  MODELED GRAV-     980,399.4   (mgal)                       NAVD 88
 DE7585
 DE7585  VERT ORDER  -  SECOND    CLASS I
 DE7585
 DE7585.The horizontal coordinates were scaled from a topographic map and have
 DE7585.an estimated accuracy of +/- 6 seconds.
 DE7585
 DE7585.The orthometric height was determined by differential leveling
 DE7585.and adjusted by the National Geodetic Survey in May 2003..
 DE7585
 DE7585.The geoid height was determined by GEOID03.
 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     -   165,700.      772,770.      MT  (+/- 180 meters Scaled)
 DE7585
 DE7585                          SUPERSEDED SURVEY CONTROL
 DE7585
 DE7585.No superseded survey control is available for this station.
 DE7585
 DE7585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP300135(NAD 83)
 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 SUITABLE FOR
 DE7585+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2003
 DE7585
 DE7585  HISTORY     - Date     Condition        Report By
 DE7585  HISTORY     - 2000     MONUMENTED       WIDT
 DE7585  HISTORY     - 20031108 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7586 ***********************************************************************
 DE7586  DESIGNATION -  2Y51
 DE7586  PID         -  DE7586
 DE7586  STATE/COUNTY-  WI/OZAUKEE
 DE7586  USGS QUAD   -  PORT WASHINGTON EAST (1994)
 DE7586
 DE7586                         *CURRENT SURVEY CONTROL
 DE7586  ___________________________________________________________________
 DE7586* NAD 83(1986)-  43 29 11.     (N)    087 51 40.     (W)     SCALED    
 DE7586* NAVD 88     -       224.636  (meters)     736.99   (feet)  ADJUSTED  
 DE7586  ___________________________________________________________________
 DE7586  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 DE7586  DYNAMIC HT  -         224.588 (meters)     736.84  (feet)  COMP
 DE7586  MODELED GRAV-     980,400.6   (mgal)                       NAVD 88
 DE7586
 DE7586  VERT ORDER  -  SECOND    CLASS I
 DE7586
 DE7586.The horizontal coordinates were scaled from a topographic map and have
 DE7586.an estimated accuracy of +/- 6 seconds.
 DE7586
 DE7586.The orthometric height was determined by differential leveling
 DE7586.and adjusted by the National Geodetic Survey in May 2003..
 DE7586
 DE7586.The geoid height was determined by GEOID03.
 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     -   167,340.      773,000.      MT  (+/- 180 meters Scaled)
 DE7586
 DE7586                          SUPERSEDED SURVEY CONTROL
 DE7586
 DE7586.No superseded survey control is available for this station.
 DE7586
 DE7586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP303151(NAD 83)
 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 - November 06, 2000
 DE7586
 DE7586  HISTORY     - Date     Condition        Report By
 DE7586  HISTORY     - 20001106 MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0625 ***********************************************************************
 PN0625  DESIGNATION -  3
 PN0625  PID         -  PN0625
 PN0625  STATE/COUNTY-  WI/BROWN
 PN0625  USGS QUAD   -  DE PERE (1992)
 PN0625
 PN0625                         *CURRENT SURVEY CONTROL
 PN0625  ___________________________________________________________________
 PN0625* NAD 83(1986)-  44 26 53.     (N)    088 03 42.     (W)     SCALED    
 PN0625* NAVD 88     -       180.645  (meters)     592.67   (feet)  ADJUSTED  
 PN0625  ___________________________________________________________________
 PN0625  GEOID HEIGHT-         -36.18  (meters)                     GEOID03
 PN0625  DYNAMIC HT  -         180.621 (meters)     592.59  (feet)  COMP
 PN0625  MODELED GRAV-     980,482.3   (mgal)                       NAVD 88
 PN0625
 PN0625  VERT ORDER  -  FIRST     CLASS 0
 PN0625
 PN0625.The horizontal coordinates were scaled from a topographic map and have
 PN0625.an estimated accuracy of +/- 6 seconds.
 PN0625
 PN0625.The orthometric height was determined by differential leveling
 PN0625.and adjusted by the National Geodetic Survey in June 1991..
 PN0625
 PN0625.The geoid height was determined by GEOID03.
 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     -    70,150.      754,270.      MT  (+/- 180 meters Scaled)
 PN0625
 PN0625                          SUPERSEDED SURVEY CONTROL
 PN0625
 PN0625.No superseded survey control is available for this station.
 PN0625
 PN0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ155221(NAD 83)
 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 - August 09, 2005
 PN0625
 PN0625  HISTORY     - Date     Condition        Report By
 PN0625  HISTORY     - UNK      MONUMENTED       USE
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB8419 ***********************************************************************
 AB8419  DESIGNATION -  3 LAP
 AB8419  PID         -  AB8419
 AB8419  STATE/COUNTY-  WI/BURNETT
 AB8419  USGS QUAD   -  POQUETTES LAKE (1982)
 AB8419
 AB8419                         *CURRENT SURVEY CONTROL
 AB8419  ___________________________________________________________________
 AB8419* NAD 83(1997)-  45 45 16.99761(N)    092 06 50.56697(W)     ADJUSTED  
 AB8419* NAVD 88     -       320.3    (meters)    1051.     (feet)  GPS OBS   
 AB8419  ___________________________________________________________________
 AB8419  X           -    -164,453.301 (meters)                     COMP
 AB8419  Y           -  -4,455,060.158 (meters)                     COMP
 AB8419  Z           -   4,546,476.950 (meters)                     COMP
 AB8419  LAPLACE CORR-         -12.28  (seconds)                    DEFLEC99
 AB8419  ELLIP HEIGHT-         292.32  (meters)          (01/30/03) GPS OBS
 AB8419  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 AB8419
 AB8419  HORZ ORDER  -  FIRST
 AB8419  ELLP ORDER  -  FOURTH    CLASS I
 AB8419
 AB8419.The horizontal coordinates were established by GPS observations
 AB8419.and adjusted by the National Geodetic Survey in January 2003..
 AB8419
 AB8419.The orthometric height was determined by GPS observations and a
 AB8419.high-resolution geoid model.
 AB8419
 AB8419.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8419
 AB8419.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8419
 AB8419.The ellipsoidal height was determined by GPS observations
 AB8419.and is referenced to NAD 83.
 AB8419
 AB8419.The geoid height was determined by GEOID03.
 AB8419
 AB8419;                    North         East     Units Scale Factor Converg.
 AB8419;SPC WI N     -    67,547.317   435,541.064   MT  0.99997118   -1 31 30.0
 AB8419;SPC WI N     -   221,611.49  1,428,937.64   sFT  0.99997118   -1 31 30.0
 AB8419;UTM  15      - 5,067,177.599   568,903.862   MT  0.99965837   +0 38 04.9
 AB8419
 AB8419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8419!SPC WI N     -   0.99995417  x   0.99997118  =   0.99992536
 AB8419!UTM  15      -   0.99995417  x   0.99965837  =   0.99961256
 AB8419
 AB8419                          SUPERSEDED SURVEY CONTROL
 AB8419
 AB8419  NAD 83(1991)-  45 45 16.99683(N)    092 06 50.56437(W) AD(       ) 1
 AB8419  ELLIP H (12/09/96)  292.35   (m)                       GP(       ) 4 1
 AB8419
 AB8419.Superseded values are not recommended for survey control.
 AB8419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8419.See file dsdata.txt to determine how the superseded data were derived.
 AB8419
 AB8419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6890467178(NAD 83)
 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 = OCTOBER  7, 2006
 PN0746 ***********************************************************************
 PN0746  DESIGNATION -  3 RB USGS
 PN0746  PID         -  PN0746
 PN0746  STATE/COUNTY-  WI/WAUPACA
 PN0746  USGS QUAD   -  MANAWA (1982)
 PN0746
 PN0746                         *CURRENT SURVEY CONTROL
 PN0746  ___________________________________________________________________
 PN0746* NAD 83(1986)-  44 24 09.     (N)    088 52 37.     (W)     SCALED    
 PN0746* NAVD 88     -       247.344  (meters)     811.49   (feet)  ADJUSTED  
 PN0746  ___________________________________________________________________
 PN0746  GEOID HEIGHT-         -36.39  (meters)                     GEOID03
 PN0746  DYNAMIC HT  -         247.303 (meters)     811.36  (feet)  COMP
 PN0746  MODELED GRAV-     980,445.3   (mgal)                       NAVD 88
 PN0746
 PN0746  VERT ORDER  -  FIRST     CLASS II
 PN0746
 PN0746.The horizontal coordinates were scaled from a topographic map and have
 PN0746.an estimated accuracy of +/- 6 seconds.
 PN0746
 PN0746.The orthometric height was determined by differential leveling
 PN0746.and adjusted by the National Geodetic Survey in June 1991..
 PN0746
 PN0746.The geoid height was determined by GEOID03.
 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     -    63,860.      689,460.      MT  (+/- 180 meters Scaled)
 PN0746
 PN0746                          SUPERSEDED SURVEY CONTROL
 PN0746
 PN0746.No superseded survey control is available for this station.
 PN0746
 PN0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ505182(NAD 83)
 PN0746_MARKER: DB = BENCH MARK DISK
 PN0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0746_SP_SET: CONCRETE POST
 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 = OCTOBER  7, 2006
 QM0546 ***********************************************************************
 QM0546  DESIGNATION -  3 SAN
 QM0546  PID         -  QM0546
 QM0546  STATE/COUNTY-  WI/FOREST
 QM0546  USGS QUAD   -  LAKE LUCERNE (1982)
 QM0546
 QM0546                         *CURRENT SURVEY CONTROL
 QM0546  ___________________________________________________________________
 QM0546* NAD 83(1986)-  45 33 56.     (N)    088 46 08.     (W)     SCALED    
 QM0546* NAVD 88     -       490.199  (meters)    1608.26   (feet)  ADJUSTED  
 QM0546  ___________________________________________________________________
 QM0546  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 QM0546  DYNAMIC HT  -         490.157 (meters)    1608.12  (feet)  COMP
 QM0546  MODELED GRAV-     980,515.1   (mgal)                       NAVD 88
 QM0546
 QM0546  VERT ORDER  -  FIRST     CLASS II
 QM0546
 QM0546.The horizontal coordinates were scaled from a topographic map and have
 QM0546.an estimated accuracy of +/- 6 seconds.
 QM0546
 QM0546.The orthometric height was determined by differential leveling
 QM0546.and adjusted by the National Geodetic Survey in June 1991..
 QM0546
 QM0546.The geoid height was determined by GEOID03.
 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     -    45,080.      696,110.      MT  (+/- 180 meters Scaled)
 QM0546
 QM0546                          SUPERSEDED SURVEY CONTROL
 QM0546
 QM0546.No superseded survey control is available for this station.
 QM0546
 QM0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR619473(NAD 83)
 QM0546_MARKER: DB = BENCH MARK DISK
 QM0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0546_SP_SET: CONCRETE POST
 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 - November 15, 2005
 QM0546
 QM0546  HISTORY     - Date     Condition        Report By
 QM0546  HISTORY     - 1963     MONUMENTED       USGS
 QM0546  HISTORY     - 1985     GOOD             NGS
 QM0546  HISTORY     - 20051115 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AF9927 ***********************************************************************
 AF9927  DESIGNATION -  301 LITTLE SAND BAY GPS
 AF9927  PID         -  AF9927
 AF9927  STATE/COUNTY-  WI/BAYFIELD
 AF9927  USGS QUAD   -  SAND ISLAND (1975)
 AF9927
 AF9927                         *CURRENT SURVEY CONTROL
 AF9927  ___________________________________________________________________
 AF9927* NAD 83(1997)-  46 56 48.96236(N)    090 53 20.47423(W)     ADJUSTED  
 AF9927* NAVD 88     -       186.0    (meters)     610.     (feet)  GPS OBS   
 AF9927  ___________________________________________________________________
 AF9927  X           -     -67,681.192 (meters)                     COMP
 AF9927  Y           -  -4,361,580.988 (meters)                     COMP
 AF9927  Z           -   4,637,852.586 (meters)                     COMP
 AF9927  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 AF9927  ELLIP HEIGHT-         154.85  (meters)          (12/26/02) GPS OBS
 AF9927  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 AF9927
 AF9927  HORZ ORDER  -  FIRST
 AF9927  ELLP ORDER  -  THIRD     CLASS II
 AF9927
 AF9927.The horizontal coordinates were established by GPS observations
 AF9927.and adjusted by the National Geodetic Survey in December 2002..
 AF9927
 AF9927.The orthometric height was determined by GPS observations and a
 AF9927.high-resolution geoid model.
 AF9927
 AF9927.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9927
 AF9927.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9927
 AF9927.The ellipsoidal height was determined by GPS observations
 AF9927.and is referenced to NAD 83.
 AF9927
 AF9927.The geoid height was determined by GEOID03.
 AF9927
 AF9927;                    North         East     Units Scale Factor Converg.
 AF9927;SPC WI N     -   198,257.299   532,316.577   MT  1.00003796   -0 38 28.7
 AF9927;SPC WI N     -   650,449.16  1,746,441.97   sFT  1.00003796   -0 38 28.7
 AF9927;UTM  15      - 5,201,430.050   660,644.831   MT  0.99991719   +1 32 34.3
 AF9927
 AF9927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9927!SPC WI N     -   0.99997573  x   1.00003796  =   1.00001369
 AF9927!UTM  15      -   0.99997573  x   0.99991719  =   0.99989292
 AF9927
 AF9927                          SUPERSEDED SURVEY CONTROL
 AF9927
 AF9927  NAD 83(1991)-  46 56 48.96227(N)    090 53 20.47257(W) AD(       ) 1
 AF9927
 AF9927.Superseded values are not recommended for survey control.
 AF9927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9927.See file dsdata.txt to determine how the superseded data were derived.
 AF9927
 AF9927_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN6064501430(NAD 83)
 AF9927_MARKER: DB = BENCH MARK DISK
 AF9927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9927_STAMPING: 301 LITTLE SAND BAY GPS
 AF9927_MARK LOGO: WI-007
 AF9927_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9927+STABILITY: SURFACE MOTION
 AF9927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9927+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AF9927
 AF9927  HISTORY     - Date     Condition        Report By
 AF9927  HISTORY     - 1996     MONUMENTED       WI-007
 AF9927
 AF9927                          STATION DESCRIPTION
 AF9927
 AF9927'DESCRIBED BY BAYFIELD COUNTY WISCONSIN 1996 (DKL)
 AF9927'STATION DESCRIPTION  DESCRIBED BY BAYFIELD COUNTY, 1996  THE STATION
 AF9927'IS LOCATED ABOUT 19.71 KM (12.25 MI) NORTHWEST OF THE CITY OF
 AF9927'BAYFIELD, WISCONSIN ON TOWN OF RUSSELL PROPERTY IN GOVERNMENT LOT 4,
 AF9927'SECTION 28, T52N, R4W, TOWN OF RUSSELL.  TO REACH THE STATION FROM THE
 AF9927'INTERSECTION OF COUNTY HIGHWAY I AND STATE HIGHWAY 13 IN BAYFIELD GO
 AF9927'NORTH AND WEST ON STATE HIGHWAY 13 ABOUT 8.05 KM (5.00 MI) , THEN
 AF9927'NORTH AND WEST ON COUNTY HIGHWAY K ABOUT 7.64 KM (4.75 MI) , THEN
 AF9927'NORTH ON PARK ROAD ABOUT 4.02 KM (2.50 MI) .  THE STATION IS 60.96 M
 AF9927'(200.00 FT) NORTHEASTERLY OF THE LITTLE SAND BAY APOSTLE ISLANDS
 AF9927'NATIONAL LAKESHORE VISITOR CENTER/RANGER STATION BUILDING AND IS 1 M
 AF9927'(3.3 FT) NORTH OF THE BLACKTOP PARKING AREA.  THE STATION IS A 8.3 CM
 AF9927'(3.25 IN) ALUMINUM CAP STAMPED---301 LITTLE SAND BAY GPS---SET INTO
 AF9927'THE TOP OF A ROUND CONCRETE MONUMENT 30.48 CM (12 IN) IN DIAMETER
 AF9927'LOCATED FLUSH WITH THE GROUND.  STATION IS 1 M (3.3 FT) EAST OF A
 AF9927'STEEL FENCE POST BEARING THE SIGN (PLEASE PROTECT NEARBY SURVEY
 AF9927'MARKER) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AF9930 ***********************************************************************
 AF9930  DESIGNATION -  302 HERBSTER GPS
 AF9930  PID         -  AF9930
 AF9930  STATE/COUNTY-  WI/BAYFIELD
 AF9930  USGS QUAD   -  HERBSTER (1984)
 AF9930
 AF9930                         *CURRENT SURVEY CONTROL
 AF9930  ___________________________________________________________________
 AF9930* NAD 83(1997)-  46 49 47.66369(N)    091 15 45.70908(W)     ADJUSTED  
 AF9930* NAVD 88     -       193.8    (meters)     636.     (feet)  GPS OBS   
 AF9930  ___________________________________________________________________
 AF9930  X           -     -96,334.687 (meters)                     COMP
 AF9930  Y           -  -4,370,547.754 (meters)                     COMP
 AF9930  Z           -   4,628,967.132 (meters)                     COMP
 AF9930  LAPLACE CORR-          -8.35  (seconds)                    DEFLEC99
 AF9930  ELLIP HEIGHT-         162.97  (meters)          (12/26/02) GPS OBS
 AF9930  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 AF9930
 AF9930  HORZ ORDER  -  FIRST
 AF9930  ELLP ORDER  -  THIRD     CLASS II
 AF9930
 AF9930.The horizontal coordinates were established by GPS observations
 AF9930.and adjusted by the National Geodetic Survey in December 2002..
 AF9930
 AF9930.The orthometric height was determined by GPS observations and a
 AF9930.high-resolution geoid model.
 AF9930
 AF9930.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9930
 AF9930.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9930
 AF9930.The ellipsoidal height was determined by GPS observations
 AF9930.and is referenced to NAD 83.
 AF9930
 AF9930.The geoid height was determined by GEOID03.
 AF9930
 AF9930;                    North         East     Units Scale Factor Converg.
 AF9930;SPC WI N     -   185,634.189   503,662.856   MT  1.00001218   -0 54 39.1
 AF9930;SPC WI N     -   609,034.84  1,652,433.89   sFT  1.00001218   -0 54 39.1
 AF9930;UTM  15      - 5,187,727.787   632,496.773   MT  0.99981577   +1 16 02.1
 AF9930
 AF9930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9930!SPC WI N     -   0.99997445  x   1.00001218  =   0.99998663
 AF9930!UTM  15      -   0.99997445  x   0.99981577  =   0.99979023
 AF9930
 AF9930                          SUPERSEDED SURVEY CONTROL
 AF9930
 AF9930  NAD 83(1991)-  46 49 47.66363(N)    091 15 45.70769(W) AD(       ) 1
 AF9930  ELLIP H (04/30/98)  162.96   (m)                       GP(       ) 3 2
 AF9930
 AF9930.Superseded values are not recommended for survey control.
 AF9930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9930.See file dsdata.txt to determine how the superseded data were derived.
 AF9930
 AF9930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM3249787728(NAD 83)
 AF9930_MARKER: DB = BENCH MARK 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 = OCTOBER  7, 2006
 AF9944 ***********************************************************************
 AF9944  DESIGNATION -  303 BARNES GPS
 AF9944  PID         -  AF9944
 AF9944  STATE/COUNTY-  WI/BAYFIELD
 AF9944  USGS QUAD   -  DRUMMOND NW (1971)
 AF9944
 AF9944                         *CURRENT SURVEY CONTROL
 AF9944  ___________________________________________________________________
 AF9944* NAD 83(1997)-  46 23 16.76866(N)    091 28 05.89374(W)     ADJUSTED  
 AF9944* NAVD 88     -       376.8    (meters)    1236.     (feet)  GPS OBS   
 AF9944  ___________________________________________________________________
 AF9944  X           -    -112,935.840 (meters)                     COMP
 AF9944  Y           -  -4,405,988.968 (meters)                     COMP
 AF9944  Z           -   4,595,353.239 (meters)                     COMP
 AF9944  LAPLACE CORR-         -10.49  (seconds)                    DEFLEC99
 AF9944  ELLIP HEIGHT-         348.45  (meters)          (12/26/02) GPS OBS
 AF9944  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 AF9944
 AF9944  HORZ ORDER  -  FIRST
 AF9944  ELLP ORDER  -  THIRD     CLASS II
 AF9944
 AF9944.The horizontal coordinates were established by GPS observations
 AF9944.and adjusted by the National Geodetic Survey in December 2002..
 AF9944
 AF9944.The orthometric height was determined by GPS observations and a
 AF9944.high-resolution geoid model.
 AF9944
 AF9944.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9944
 AF9944.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9944
 AF9944.The ellipsoidal height was determined by GPS observations
 AF9944.and is referenced to NAD 83.
 AF9944
 AF9944.The geoid height was determined by GEOID03.
 AF9944
 AF9944;                    North         East     Units Scale Factor Converg.
 AF9944;SPC WI N     -   136,788.652   487,069.730   MT  0.99995272   -1 03 33.1
 AF9944;SPC WI N     -   448,780.77  1,597,994.61   sFT  0.99995272   -1 03 33.1
 AF9944;UTM  15      - 5,138,297.342   617,770.402   MT  0.99977049   +1 06 32.8
 AF9944
 AF9944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9944!SPC WI N     -   0.99994538  x   0.99995272  =   0.99989810
 AF9944!UTM  15      -   0.99994538  x   0.99977049  =   0.99971588
 AF9944
 AF9944                          SUPERSEDED SURVEY CONTROL
 AF9944
 AF9944  NAD 83(1991)-  46 23 16.76850(N)    091 28 05.89233(W) AD(       ) 1
 AF9944
 AF9944.Superseded values are not recommended for survey control.
 AF9944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9944.See file dsdata.txt to determine how the superseded data were derived.
 AF9944
 AF9944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM1777038297(NAD 83)
 AF9944_MARKER: DB = BENCH MARK 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 = OCTOBER  7, 2006
 AF9926 ***********************************************************************
 AF9926  DESIGNATION -  304 BURHO GPS
 AF9926  PID         -  AF9926
 AF9926  STATE/COUNTY-  WI/BAYFIELD
 AF9926  USGS QUAD   -  GRANDVIEW (1971)
 AF9926
 AF9926                         *CURRENT SURVEY CONTROL
 AF9926  ___________________________________________________________________
 AF9926* NAD 83(1997)-  46 22 18.20699(N)    091 04 42.11976(W)     ADJUSTED  
 AF9926* NAVD 88     -       292.8    (meters)     961.     (feet)  GPS OBS   
 AF9926  ___________________________________________________________________
 AF9926  X           -     -82,971.194 (meters)                     COMP
 AF9926  Y           -  -4,407,905.346 (meters)                     COMP
 AF9926  Z           -   4,594,043.750 (meters)                     COMP
 AF9926  LAPLACE CORR-         -12.03  (seconds)                    DEFLEC99
 AF9926  ELLIP HEIGHT-         262.84  (meters)          (12/26/02) GPS OBS
 AF9926  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 AF9926
 AF9926  HORZ ORDER  -  FIRST
 AF9926  ELLP ORDER  -  THIRD     CLASS II
 AF9926
 AF9926.The horizontal coordinates were established by GPS observations
 AF9926.and adjusted by the National Geodetic Survey in December 2002..
 AF9926
 AF9926.The orthometric height was determined by GPS observations and a
 AF9926.high-resolution geoid model.
 AF9926
 AF9926.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9926
 AF9926.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9926
 AF9926.The ellipsoidal height was determined by GPS observations
 AF9926.and is referenced to NAD 83.
 AF9926
 AF9926.The geoid height was determined by GEOID03.
 AF9926
 AF9926;                    North         East     Units Scale Factor Converg.
 AF9926;SPC WI N     -   134,499.862   517,033.880   MT  0.99995167   -0 46 40.4
 AF9926;SPC WI N     -   441,271.63  1,696,301.99   sFT  0.99995167   -0 46 40.4
 AF9926;UTM  15      - 5,137,144.253   647,795.662   MT  0.99986851   +1 23 28.3
 AF9926
 AF9926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9926!SPC WI N     -   0.99995880  x   0.99995167  =   0.99991047
 AF9926!UTM  15      -   0.99995880  x   0.99986851  =   0.99982731
 AF9926
 AF9926                          SUPERSEDED SURVEY CONTROL
 AF9926
 AF9926  NAD 83(1991)-  46 22 18.20689(N)    091 04 42.11831(W) AD(       ) 1
 AF9926
 AF9926.Superseded values are not recommended for survey control.
 AF9926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9926.See file dsdata.txt to determine how the superseded data were derived.
 AF9926
 AF9926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM4779637144(NAD 83)
 AF9926_MARKER: DB = BENCH MARK 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 = OCTOBER  7, 2006
 AF9980 ***********************************************************************
 AF9980  DESIGNATION -  305 BEARSDALE GPS
 AF9980  PID         -  AF9980
 AF9980  STATE/COUNTY-  WI/BAYFIELD
 AF9980  USGS QUAD   -  DRUMMOND (1971)
 AF9980
 AF9980                         *CURRENT SURVEY CONTROL
 AF9980  ___________________________________________________________________
 AF9980* NAD 83(1997)-  46 16 15.45474(N)    091 21 16.07170(W)     ADJUSTED  
 AF9980* NAVD 88     -       435.9    (meters)    1430.     (feet)  GPS OBS   
 AF9980  ___________________________________________________________________
 AF9980  X           -    -104,404.881 (meters)                     COMP
 AF9980  Y           -  -4,415,653.034 (meters)                     COMP
 AF9980  Z           -   4,586,412.587 (meters)                     COMP
 AF9980  LAPLACE CORR-         -12.29  (seconds)                    DEFLEC99
 AF9980  ELLIP HEIGHT-         407.50  (meters)          (12/26/02) GPS OBS
 AF9980  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 AF9980
 AF9980  HORZ ORDER  -  FIRST
 AF9980  ELLP ORDER  -  THIRD     CLASS II
 AF9980
 AF9980.The horizontal coordinates were established by GPS observations
 AF9980.and adjusted by the National Geodetic Survey in December 2002..
 AF9980
 AF9980.The orthometric height was determined by GPS observations and a
 AF9980.high-resolution geoid model.
 AF9980
 AF9980.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9980
 AF9980.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9980
 AF9980.The ellipsoidal height was determined by GPS observations
 AF9980.and is referenced to NAD 83.
 AF9980
 AF9980.The geoid height was determined by GEOID03.
 AF9980
 AF9980;                    North         East     Units Scale Factor Converg.
 AF9980;SPC WI N     -   123,626.640   495,602.651   MT  0.99994696   -0 58 37.5
 AF9980;SPC WI N     -   405,598.40  1,625,989.70   sFT  0.99994696   -0 58 37.5
 AF9980;UTM  15      - 5,125,469.571   626,793.488   MT  0.99979762   +1 11 21.3
 AF9980
 AF9980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9980!SPC WI N     -   0.99993612  x   0.99994696  =   0.99988309
 AF9980!UTM  15      -   0.99993612  x   0.99979762  =   0.99973376
 AF9980
 AF9980                          SUPERSEDED SURVEY CONTROL
 AF9980
 AF9980  NAD 83(1991)-  46 16 15.45461(N)    091 21 16.07068(W) AD(       ) 1
 AF9980  ELLIP H (04/30/98)  407.49   (m)                       GP(       ) 3 2
 AF9980
 AF9980.Superseded values are not recommended for survey control.
 AF9980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9980.See file dsdata.txt to determine how the superseded data were derived.
 AF9980
 AF9980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM2679325470(NAD 83)
 AF9980_MARKER: DB = BENCH MARK 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 = OCTOBER  7, 2006
 AF9975 ***********************************************************************
 AF9975  DESIGNATION -  306 NAMAKAGON GPS
 AF9975  PID         -  AF9975
 AF9975  STATE/COUNTY-  WI/BAYFIELD
 AF9975  USGS QUAD   -  NAMEKAGON LAKE (1975)
 AF9975
 AF9975                         *CURRENT SURVEY CONTROL
 AF9975  ___________________________________________________________________
 AF9975* NAD 83(1997)-  46 11 42.23448(N)    091 04 25.76284(W)     ADJUSTED  
 AF9975* NAVD 88     -       431.3    (meters)    1415.     (feet)  GPS OBS   
 AF9975  ___________________________________________________________________
 AF9975  X           -     -82,889.440 (meters)                     COMP
 AF9975  Y           -  -4,422,198.976 (meters)                     COMP
 AF9975  Z           -   4,580,572.534 (meters)                     COMP
 AF9975  LAPLACE CORR-          -7.85  (seconds)                    DEFLEC99
 AF9975  ELLIP HEIGHT-         401.70  (meters)          (12/26/02) GPS OBS
 AF9975  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 AF9975
 AF9975  HORZ ORDER  -  FIRST
 AF9975  ELLP ORDER  -  THIRD     CLASS II
 AF9975
 AF9975.The horizontal coordinates were established by GPS observations
 AF9975.and adjusted by the National Geodetic Survey in December 2002..
 AF9975
 AF9975.The orthometric height was determined by GPS observations and a
 AF9975.high-resolution geoid model.
 AF9975
 AF9975.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9975
 AF9975.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9975
 AF9975.The ellipsoidal height was determined by GPS observations
 AF9975.and is referenced to NAD 83.
 AF9975
 AF9975.The geoid height was determined by GEOID03.
 AF9975
 AF9975;                    North         East     Units Scale Factor Converg.
 AF9975;SPC WI N     -   114,861.084   517,117.964   MT  0.99994546   -0 46 28.6
 AF9975;SPC WI N     -   376,840.07  1,696,577.85   sFT  0.99994546   -0 46 28.6
 AF9975;UTM  15      - 5,117,524.225   648,622.225   MT  0.99987153   +1 23 25.4
 AF9975
 AF9975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9975!SPC WI N     -   0.99993703  x   0.99994546  =   0.99988250
 AF9975!UTM  15      -   0.99993703  x   0.99987153  =   0.99980857
 AF9975
 AF9975                          SUPERSEDED SURVEY CONTROL
 AF9975
 AF9975  NAD 83(1991)-  46 11 42.23427(N)    091 04 25.76185(W) AD(       ) 1
 AF9975
 AF9975.Superseded values are not recommended for survey control.
 AF9975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9975.See file dsdata.txt to determine how the superseded data were derived.
 AF9975
 AF9975_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM4862217524(NAD 83)
 AF9975_MARKER: DB = BENCH MARK DISK
 AF9975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9975_STAMPING: 306 NAMAKAGON GPS
 AF9975_MARK LOGO: WI-007
 AF9975_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9975_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF9975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9975+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AF9975
 AF9975  HISTORY     - Date     Condition        Report By
 AF9975  HISTORY     - 1996     MONUMENTED       WI-007
 AF9975
 AF9975                          STATION DESCRIPTION
 AF9975
 AF9975'DESCRIBED BY BAYFIELD COUNTY WISCONSIN 1996 (DKL)
 AF9975'STATION DESCRIPTION  DESCRIBED BY BAYFIELD COUNTY, 1996  THE STATION
 AF9975'IS LOCATED ABOUT 17.70 KM (11.00 MI) EAST OF THE UNINCORPORATED
 AF9975'VILLAGE OF CABLE, WISCONSIN ON ROAD RIGHT-OF-WAY IN THE SOUTHEAST
 AF9975'QUARTER OF THE NORTHEAST QUARTER, SECTION 23, T43N, R6W, TOWN OF
 AF9975'NAMAKAGON.  TO REACH THE STATION FROM THE INTERSECTION OF COUNTY
 AF9975'HIGHWAY M AND US HIGHWAY 63 IN CABLE GO EAST ON COUNTY HIGHWAY M ABOUT
 AF9975'17.70 KM (11.00 MI) TO THE INTERSECTION OF COUNTY HIGHWAY M AND COUNTY
 AF9975'HIGHWAY D.  THE STATION IS LOCATED 29 M (95.1 FT) NORTH OF THE
 AF9975'CENTERLINE OF COUNTY HIGHWAY M, 22.86 M (75.00 FT) EAST OF THE
 AF9975'CENTERLINE OF COUNTY HIGHWAY D, AND 10.06 M (33.01 FT) SOUTH OF THE
 AF9975'CENTERLINE OF BIRCH BEND ROAD.  THE STATION IS A 8.3 CM (3.25 IN)
 AF9975'ALUMINUM CAP STAMPED---306 NAMAKAGON GPS---SET INTO THE TOP OF A ROUND
 AF9975'CONCRETE MONUMENT 60.96 CM (24 IN) IN DIAMETER LOCATED FLUSH WITH THE
 AF9975'GROUND.STATION IS 1 M (3.3 FT) EAST OF A STEEL FENCE POST BEARING THE
 AF9975'SIGN (PLEASE PROTECT NEARBY SURVEY MARKER) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AF9955 ***********************************************************************
 AF9955  DESIGNATION -  307 TAYLOR LAKE GPS
 AF9955  PID         -  AF9955
 AF9955  STATE/COUNTY-  WI/BAYFIELD
 AF9955  USGS QUAD   -  GRANDVIEW (1971)
 AF9955
 AF9955                         *CURRENT SURVEY CONTROL
 AF9955  ___________________________________________________________________
 AF9955* NAD 83(1997)-  46 15 31.22737(N)    091 02 30.71483(W)     ADJUSTED  
 AF9955* NAVD 88     -       442.3    (meters)    1451.     (feet)  GPS OBS   
 AF9955  ___________________________________________________________________
 AF9955  X           -     -80,330.162 (meters)                     COMP
 AF9955  Y           -  -4,417,147.077 (meters)                     COMP
 AF9955  Z           -   4,585,472.151 (meters)                     COMP
 AF9955  LAPLACE CORR-          -8.25  (seconds)                    DEFLEC99
 AF9955  ELLIP HEIGHT-         412.62  (meters)          (12/26/02) GPS OBS
 AF9955  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 AF9955
 AF9955  HORZ ORDER  -  FIRST
 AF9955  ELLP ORDER  -  THIRD     CLASS II
 AF9955
 AF9955.The horizontal coordinates were established by GPS observations
 AF9955.and adjusted by the National Geodetic Survey in December 2002..
 AF9955
 AF9955.The orthometric height was determined by GPS observations and a
 AF9955.high-resolution geoid model.
 AF9955
 AF9955.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9955
 AF9955.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9955
 AF9955.The ellipsoidal height was determined by GPS observations
 AF9955.and is referenced to NAD 83.
 AF9955
 AF9955.The geoid height was determined by GEOID03.
 AF9955
 AF9955;                    North         East     Units Scale Factor Converg.
 AF9955;SPC WI N     -   121,897.762   519,677.191   MT  0.99994660   -0 45 05.7
 AF9955;SPC WI N     -   399,926.24  1,704,974.25   sFT  0.99994660   -0 45 05.7
 AF9955;UTM  15      - 5,124,652.092   650,913.543   MT  0.99987997   +1 24 53.8
 AF9955
 AF9955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9955!SPC WI N     -   0.99993532  x   0.99994660  =   0.99988192
 AF9955!UTM  15      -   0.99993532  x   0.99987997  =   0.99981530
 AF9955
 AF9955                          SUPERSEDED SURVEY CONTROL
 AF9955
 AF9955  NAD 83(1991)-  46 15 31.22715(N)    091 02 30.71359(W) AD(       ) 1
 AF9955
 AF9955.Superseded values are not recommended for survey control.
 AF9955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9955.See file dsdata.txt to determine how the superseded data were derived.
 AF9955
 AF9955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM5091424652(NAD 83)
 AF9955_MARKER: DB = BENCH MARK 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 = OCTOBER  7, 2006
 AF9965 ***********************************************************************
 AF9965  DESIGNATION -  308 HUGHES GPS
 AF9965  PID         -  AF9965
 AF9965  STATE/COUNTY-  WI/BAYFIELD
 AF9965  USGS QUAD   -  DRUMMOND NW (1971)
 AF9965
 AF9965                         *CURRENT SURVEY CONTROL
 AF9965  ___________________________________________________________________
 AF9965* NAD 83(1997)-  46 28 53.56405(N)    091 26 52.76736(W)     ADJUSTED  
 AF9965* NAVD 88     -       386.9    (meters)    1269.     (feet)  GPS OBS   
 AF9965  ___________________________________________________________________
 AF9965  X           -    -111,183.532 (meters)                     COMP
 AF9965  Y           -  -4,398,501.913 (meters)                     COMP
 AF9965  Z           -   4,602,527.636 (meters)                     COMP
 AF9965  LAPLACE CORR-         -13.12  (seconds)                    DEFLEC99
 AF9965  ELLIP HEIGHT-         357.96  (meters)          (12/26/02) GPS OBS
 AF9965  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 AF9965
 AF9965  HORZ ORDER  -  FIRST
 AF9965  ELLP ORDER  -  THIRD     CLASS II
 AF9965
 AF9965.The horizontal coordinates were established by GPS observations
 AF9965.and adjusted by the National Geodetic Survey in December 2002..
 AF9965
 AF9965.The orthometric height was determined by GPS observations and a
 AF9965.high-resolution geoid model.
 AF9965
 AF9965.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9965
 AF9965.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9965
 AF9965.The ellipsoidal height was determined by GPS observations
 AF9965.and is referenced to NAD 83.
 AF9965
 AF9965.The geoid height was determined by GEOID03.
 AF9965
 AF9965;                    North         East     Units Scale Factor Converg.
 AF9965;SPC WI N     -   147,157.264   488,821.431   MT  0.99996032   -1 02 40.3
 AF9965;SPC WI N     -   482,798.46  1,603,741.64   sFT  0.99996032   -1 02 40.3
 AF9965;UTM  15      - 5,148,722.910   619,128.139   MT  0.99977444   +1 07 32.1
 AF9965
 AF9965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9965!SPC WI N     -   0.99994389  x   0.99996032  =   0.99990421
 AF9965!UTM  15      -   0.99994389  x   0.99977444  =   0.99971834
 AF9965
 AF9965                          SUPERSEDED SURVEY CONTROL
 AF9965
 AF9965  NAD 83(1991)-  46 28 53.56392(N)    091 26 52.76594(W) AD(       ) 1
 AF9965  ELLIP H (04/30/98)  357.95   (m)                       GP(       ) 3 2
 AF9965
 AF9965.Superseded values are not recommended for survey control.
 AF9965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9965.See file dsdata.txt to determine how the superseded data were derived.
 AF9965
 AF9965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM1912848723(NAD 83)
 AF9965_MARKER: DB = BENCH MARK 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 = OCTOBER  7, 2006
 RN0205 ***********************************************************************
 RN0205  DESIGNATION -  309
 RN0205  PID         -  RN0205
 RN0205  STATE/COUNTY-  WI/DOUGLAS
 RN0205  USGS QUAD   -  WEST DULUTH (1993)
 RN0205
 RN0205                         *CURRENT SURVEY CONTROL
 RN0205  ___________________________________________________________________
 RN0205* NAD 83(1986)-  46 43 42.     (N)    092 08 19.     (W)     SCALED    
 RN0205* NAVD 88     -       186.361  (meters)     611.42   (feet)  ADJUSTED  
 RN0205  ___________________________________________________________________
 RN0205  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 RN0205  DYNAMIC HT  -         186.386 (meters)     611.50  (feet)  COMP
 RN0205  MODELED GRAV-     980,742.6   (mgal)                       NAVD 88
 RN0205
 RN0205  VERT ORDER  -  FIRST     CLASS II
 RN0205
 RN0205.The horizontal coordinates were scaled from a topographic map and have
 RN0205.an estimated accuracy of +/- 6 seconds.
 RN0205
 RN0205.The orthometric height was determined by differential leveling
 RN0205.and adjusted by the National Geodetic Survey in June 1991..
 RN0205.WARNING-Repeat measurements at this control monument indicate possible
 RN0205.vertical movement.
 RN0205
 RN0205.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0205.See file dsdata.txt to determine how the superseded data were derived.
 RN0205
 RN0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM658753(NAD 83)
 RN0205_MARKER: DD = SURVEY DISK
 RN0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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       USE
 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 = OCTOBER  7, 2006
 AG9548 ***********************************************************************
 AG9548  DESIGNATION -  309 DELTA GPS
 AG9548  PID         -  AG9548
 AG9548  STATE/COUNTY-  WI/BAYFIELD
 AG9548  USGS QUAD   -  DELTA (1971)
 AG9548
 AG9548                         *CURRENT SURVEY CONTROL
 AG9548  ___________________________________________________________________
 AG9548* NAD 83(1997)-  46 29 42.63441(N)    091 19 48.72187(W)     ADJUSTED  
 AG9548* NAVD 88     -       333.1    (meters)    1093.     (feet)  GPS OBS   
 AG9548  ___________________________________________________________________
 AG9548  X           -    -102,114.348 (meters)                     COMP
 AG9548  Y           -  -4,397,585.080 (meters)                     COMP
 AG9548  Z           -   4,603,531.416 (meters)                     COMP
 AG9548  LAPLACE CORR-         -13.01  (seconds)                    DEFLEC99
 AG9548  ELLIP HEIGHT-         303.51  (meters)          (12/26/02) GPS OBS
 AG9548  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 AG9548
 AG9548  HORZ ORDER  -  FIRST
 AG9548  ELLP ORDER  -  THIRD     CLASS II
 AG9548
 AG9548.The horizontal coordinates were established by GPS observations
 AG9548.and adjusted by the National Geodetic Survey in December 2002..
 AG9548
 AG9548.The orthometric height was determined by GPS observations and a
 AG9548.high-resolution geoid model.
 AG9548
 AG9548.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9548
 AG9548.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9548
 AG9548.The ellipsoidal height was determined by GPS observations
 AG9548.and is referenced to NAD 83.
 AG9548
 AG9548.The geoid height was determined by GEOID03.
 AG9548
 AG9548;                    North         East     Units Scale Factor Converg.
 AG9548;SPC WI N     -   148,514.013   497,890.018   MT  0.99996165   -0 57 34.4
 AG9548;SPC WI N     -   487,249.72  1,633,494.17   sFT  0.99996165   -0 57 34.4
 AG9548;UTM  15      - 5,150,421.847   628,137.276   MT  0.99980182   +1 12 40.7
 AG9548
 AG9548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9548!SPC WI N     -   0.99995242  x   0.99996165  =   0.99991408
 AG9548!UTM  15      -   0.99995242  x   0.99980182  =   0.99975425
 AG9548
 AG9548                          SUPERSEDED SURVEY CONTROL
 AG9548
 AG9548  NAD 83(1991)-  46 29 42.63430(N)    091 19 48.72045(W) AD(       ) 1
 AG9548
 AG9548.Superseded values are not recommended for survey control.
 AG9548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9548.See file dsdata.txt to determine how the superseded data were derived.
 AG9548
 AG9548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM2813750422(NAD 83)
 AG9548_MARKER: DB = BENCH MARK 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 = OCTOBER  7, 2006
 DH5138 ***********************************************************************
 DH5138  DESIGNATION -  31 151E
 DH5138  PID         -  DH5138
 DH5138  STATE/COUNTY-  WI/MONROE
 DH5138  USGS QUAD   -  TRIPPVILLE (1983)
 DH5138
 DH5138                         *CURRENT SURVEY CONTROL
 DH5138  ___________________________________________________________________
 DH5138* NAD 83(1997)-  43 43 45.82313(N)    090 25 39.10630(W)     ADJUSTED  
 DH5138* NAVD 88     -                                                        
 DH5138  ___________________________________________________________________
 DH5138  X           -     -34,447.724 (meters)                     COMP
 DH5138  Y           -  -4,616,459.084 (meters)                     COMP
 DH5138  Z           -   4,386,678.414 (meters)                     COMP
 DH5138  LAPLACE CORR-          -6.99  (seconds)                    DEFLEC99
 DH5138  ELLIP HEIGHT-         382.31  (meters)          (08/01/05) GPS OBS
 DH5138  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 DH5138
 DH5138  HORZ ORDER  -  FIRST
 DH5138  ELLP ORDER  -  SECOND    CLASS I
 DH5138
 DH5138.The horizontal coordinates were established by GPS observations
 DH5138.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5138
 DH5138
 DH5138.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5138
 DH5138.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5138
 DH5138.The ellipsoidal height was determined by GPS observations
 DH5138.and is referenced to NAD 83.
 DH5138
 DH5138.The geoid height was determined by GEOID03.
 DH5138
 DH5138;                    North         East     Units Scale Factor Converg.
 DH5138;SPC WI S     -   192,209.622   565,555.928   MT  0.99994892   -0 17 37.5
 DH5138;SPC WI S     -   630,607.73  1,855,494.74   sFT  0.99994892   -0 17 37.5
 DH5138;UTM  15      - 4,845,034.273   707,183.803   MT  1.00012800   +1 46 43.9
 DH5138
 DH5138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5138!SPC WI S     -   0.99994005  x   0.99994892  =   0.99988898
 DH5138!UTM  15      -   0.99994005  x   1.00012800  =   1.00006805
 DH5138
 DH5138                          SUPERSEDED SURVEY CONTROL
 DH5138
 DH5138.No superseded survey control is available for this station.
 DH5138
 DH5138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0718445034(NAD 83)
 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 - March 11, 2003
 DH5138
 DH5138  HISTORY     - Date     Condition        Report By
 DH5138  HISTORY     - 1997     MONUMENTED       WI-081
 DH5138  HISTORY     - 20030311 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AF9996 ***********************************************************************
 AF9996  DESIGNATION -  310 SOUTH INO GPS
 AF9996  PID         -  AF9996
 AF9996  STATE/COUNTY-  WI/BAYFIELD
 AF9996  USGS QUAD   -  GRANDVIEW NW (1976)
 AF9996
 AF9996                         *CURRENT SURVEY CONTROL
 AF9996  ___________________________________________________________________
 AF9996* NAD 83(1997)-  46 29 11.68707(N)    091 10 37.42075(W)     ADJUSTED  
 AF9996* NAVD 88     -       319.0    (meters)    1047.     (feet)  GPS OBS   
 AF9996  ___________________________________________________________________
 AF9996  X           -     -90,374.236 (meters)                     COMP
 AF9996  Y           -  -4,398,525.162 (meters)                     COMP
 AF9996  Z           -   4,602,862.864 (meters)                     COMP
 AF9996  LAPLACE CORR-         -11.90  (seconds)                    DEFLEC99
 AF9996  ELLIP HEIGHT-         288.86  (meters)          (12/26/02) GPS OBS
 AF9996  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 AF9996
 AF9996  HORZ ORDER  -  FIRST
 AF9996  ELLP ORDER  -  THIRD     CLASS II
 AF9996
 AF9996.The horizontal coordinates were established by GPS observations
 AF9996.and adjusted by the National Geodetic Survey in December 2002..
 AF9996
 AF9996.The orthometric height was determined by GPS observations and a
 AF9996.high-resolution geoid model.
 AF9996
 AF9996.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9996
 AF9996.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9996
 AF9996.The ellipsoidal height was determined by GPS observations
 AF9996.and is referenced to NAD 83.
 AF9996
 AF9996.The geoid height was determined by GEOID03.
 AF9996
 AF9996;                    North         East     Units Scale Factor Converg.
 AF9996;SPC WI N     -   147,373.019   509,630.343   MT  0.99996081   -0 50 56.8
 AF9996;SPC WI N     -   483,506.31  1,672,012.22   sFT  0.99996081   -0 50 56.8
 AF9996;UTM  15      - 5,149,726.538   639,910.746   MT  0.99984062   +1 19 20.0
 AF9996
 AF9996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9996!SPC WI N     -   0.99995472  x   0.99996081  =   0.99991553
 AF9996!UTM  15      -   0.99995472  x   0.99984062  =   0.99979535
 AF9996
 AF9996                          SUPERSEDED SURVEY CONTROL
 AF9996
 AF9996  NAD 83(1991)-  46 29 11.68694(N)    091 10 37.41934(W) AD(       ) 1
 AF9996
 AF9996.Superseded values are not recommended for survey control.
 AF9996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9996.See file dsdata.txt to determine how the superseded data were derived.
 AF9996
 AF9996_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM3991149727(NAD 83)
 AF9996_MARKER: DB = BENCH MARK 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 - November 28, 2004
 AF9996
 AF9996  HISTORY     - Date     Condition        Report By
 AF9996  HISTORY     - 1996     MONUMENTED       WI-007
 AF9996  HISTORY     - 20041128 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AF9958 ***********************************************************************
 AF9958  DESIGNATION -  311 TRIPP GPS
 AF9958  PID         -  AF9958
 AF9958  STATE/COUNTY-  WI/BAYFIELD
 AF9958  USGS QUAD   -  IRON LAKE (1984)
 AF9958
 AF9958                         *CURRENT SURVEY CONTROL
 AF9958  ___________________________________________________________________
 AF9958* NAD 83(1997)-  46 37 07.72290(N)    091 23 39.32008(W)     ADJUSTED  
 AF9958* NAVD 88     -       292.9    (meters)     961.     (feet)  GPS OBS   
 AF9958  ___________________________________________________________________
 AF9958  X           -    -106,787.171 (meters)                     COMP
 AF9958  Y           -  -4,387,464.199 (meters)                     COMP
 AF9958  Z           -   4,612,953.017 (meters)                     COMP
 AF9958  LAPLACE CORR-         -14.61  (seconds)                    DEFLEC99
 AF9958  ELLIP HEIGHT-         263.05  (meters)          (12/26/02) GPS OBS
 AF9958  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 AF9958
 AF9958  HORZ ORDER  -  FIRST
 AF9958  ELLP ORDER  -  THIRD     CLASS II
 AF9958
 AF9958.The horizontal coordinates were established by GPS observations
 AF9958.and adjusted by the National Geodetic Survey in December 2002..
 AF9958
 AF9958.The orthometric height was determined by GPS observations and a
 AF9958.high-resolution geoid model.
 AF9958
 AF9958.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9958
 AF9958.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9958
 AF9958.The ellipsoidal height was determined by GPS observations
 AF9958.and is referenced to NAD 83.
 AF9958
 AF9958.The geoid height was determined by GEOID03.
 AF9958
 AF9958;                    North         East     Units Scale Factor Converg.
 AF9958;SPC WI N     -   162,339.411   493,214.700   MT  0.99997632   -1 00 20.8
 AF9958;SPC WI N     -   532,608.55  1,618,155.23   sFT  0.99997632   -1 00 20.8
 AF9958;UTM  15      - 5,164,057.741   622,942.265   MT  0.99978579   +1 10 01.9
 AF9958
 AF9958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9958!SPC WI N     -   0.99995877  x   0.99997632  =   0.99993509
 AF9958!UTM  15      -   0.99995877  x   0.99978579  =   0.99974457
 AF9958
 AF9958                          SUPERSEDED SURVEY CONTROL
 AF9958
 AF9958  NAD 83(1991)-  46 37 07.72281(N)    091 23 39.31861(W) AD(       ) 1
 AF9958  ELLIP H (04/30/98)  263.04   (m)                       GP(       ) 3 2
 AF9958
 AF9958.Superseded values are not recommended for survey control.
 AF9958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9958.See file dsdata.txt to determine how the superseded data were derived.
 AF9958
 AF9958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM2294264058(NAD 83)
 AF9958_MARKER: DB = BENCH MARK DISK
 AF9958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9958_STAMPING: 311 TRIPP GPS
 AF9958_MARK LOGO: WI-007
 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 - November 28, 2004
 AF9958
 AF9958  HISTORY     - Date     Condition        Report By
 AF9958  HISTORY     - 1996     MONUMENTED       WI-007
 AF9958  HISTORY     - 20011018 GOOD             USPSQD
 AF9958  HISTORY     - 20041128 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0819 ***********************************************************************
 QM0819  DESIGNATION -  3115E06S GPS 0005
 QM0819  PID         -  QM0819
 QM0819  STATE/COUNTY-  WI/LANGLADE
 QM0819  USGS QUAD   -  LANGLADE (1973)
 QM0819
 QM0819                         *CURRENT SURVEY CONTROL
 QM0819  ___________________________________________________________________
 QM0819* NAD 83(1997)-  45 11 38.27908(N)    088 40 29.77095(W)     ADJUSTED  
 QM0819* NAVD 88     -       376.9    (meters)    1237.     (feet)  VERTCON   
 QM0819  ___________________________________________________________________
 QM0819  X           -     104,120.251 (meters)                     COMP
 QM0819  Y           -  -4,501,359.211 (meters)                     COMP
 QM0819  Z           -   4,502,807.421 (meters)                     COMP
 QM0819  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 QM0819  ELLIP HEIGHT-         341.52  (meters)          (06/17/02) GPS OBS
 QM0819  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 QM0819
 QM0819  HORZ ORDER  -  FIRST
 QM0819  ELLP ORDER  -  THIRD     CLASS II
 QM0819
 QM0819.The horizontal coordinates were established by GPS observations
 QM0819.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0819
 QM0819.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0819
 QM0819.The ellipsoidal height was determined by GPS observations
 QM0819.and is referenced to NAD 83.
 QM0819
 QM0819.The geoid height was determined by GEOID03.
 QM0819
 QM0819;                    North         East     Units Scale Factor Converg.
 QM0819;SPC WI C     -   152,043.681   704,114.772   MT  0.99995607   +0 56 05.8
 QM0819;SPC WI C     -   498,829.98  2,310,083.21   sFT  0.99995607   +0 56 05.8
 QM0819;UTM  16      - 5,005,862.548   368,435.654   MT  0.99981283   -1 11 18.7
 QM0819
 QM0819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0819!SPC WI C     -   0.99994646  x   0.99995607  =   0.99990253
 QM0819!UTM  16      -   0.99994646  x   0.99981283  =   0.99975930
 QM0819
 QM0819                          SUPERSEDED SURVEY CONTROL
 QM0819
 QM0819  NAD 83(1991)-  45 11 38.27913(N)    088 40 29.76988(W) AD(       ) 1
 QM0819  ELLIP H (10/12/93)  341.48   (m)                       GP(       ) 3 2
 QM0819  NGVD 29 (10/12/93)  376.9    (m)         1237.     (f) GPS OBS        
 QM0819
 QM0819.Superseded values are not recommended for survey control.
 QM0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0819.See file dsdata.txt to determine how the superseded data were derived.
 QM0819
 QM0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR6843605863(NAD 83)
 QM0819_MARKER: Z = SEE DESCRIPTION
 QM0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0819_SP_SET: CONCRETE POST
 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 = OCTOBER  7, 2006
 QM0818 ***********************************************************************
 QM0818  DESIGNATION -  3115E25S GPS 0006
 QM0818  PID         -  QM0818
 QM0818  STATE/COUNTY-  WI/OCONTO
 QM0818  USGS QUAD   -  SHADOW LAKE (1973)
 QM0818
 QM0818                         *CURRENT SURVEY CONTROL
 QM0818  ___________________________________________________________________
 QM0818* NAD 83(1997)-  45 08 14.09226(N)    088 34 41.80018(W)     ADJUSTED  
 QM0818* NAVD 88     -       327.9    (meters)    1076.     (feet)  VERTCON   
 QM0818  ___________________________________________________________________
 QM0818  X           -     111,823.989 (meters)                     COMP
 QM0818  Y           -  -4,505,611.354 (meters)                     COMP
 QM0818  Z           -   4,498,328.001 (meters)                     COMP
 QM0818  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 QM0818  ELLIP HEIGHT-         292.29  (meters)          (06/17/02) GPS OBS
 QM0818  GEOID HEIGHT-         -35.64  (meters)                     GEOID03
 QM0818
 QM0818  HORZ ORDER  -  FIRST
 QM0818  ELLP ORDER  -  THIRD     CLASS II
 QM0818
 QM0818.The horizontal coordinates were established by GPS observations
 QM0818.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0818
 QM0818.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0818
 QM0818.The ellipsoidal height was determined by GPS observations
 QM0818.and is referenced to NAD 83.
 QM0818
 QM0818.The geoid height was determined by GEOID03.
 QM0818
 QM0818;                    North         East     Units Scale Factor Converg.
 QM0818;SPC WI C     -   145,869.971   711,819.164   MT  0.99995107   +1 00 11.3
 QM0818;SPC WI C     -   478,575.06  2,335,360.04   sFT  0.99995107   +1 00 11.3
 QM0818;UTM  16      - 4,999,408.692   375,904.947   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                          SUPERSEDED SURVEY CONTROL
 QM0818
 QM0818  NAD 83(1991)-  45 08 14.09231(N)    088 34 41.79912(W) AD(       ) 1
 QM0818  ELLIP H (10/12/93)  292.26   (m)                       GP(       ) 3 2
 QM0818  NGVD 29 (10/12/93)  327.9    (m)         1076.     (f) GPS OBS        
 QM0818
 QM0818.Superseded values are not recommended for survey control.
 QM0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0818.See file dsdata.txt to determine how the superseded data were derived.
 QM0818
 QM0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ7590599409(NAD 83)
 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 = OCTOBER  7, 2006
 QM0821 ***********************************************************************
 QM0821  DESIGNATION -  3117E34S GPS 0007
 QM0821  PID         -  QM0821
 QM0821  STATE/COUNTY-  WI/OCONTO
 QM0821  USGS QUAD   -  HICKORY CORNERS (1973)
 QM0821
 QM0821                         *CURRENT SURVEY CONTROL
 QM0821  ___________________________________________________________________
 QM0821* NAD 83(1997)-  45 06 53.16371(N)    088 21 28.82068(W)     ADJUSTED  
 QM0821* NAVD 88     -       265.1    (meters)     870.     (feet)  VERTCON   
 QM0821  ___________________________________________________________________
 QM0821  X           -     129,194.280 (meters)                     COMP
 QM0821  Y           -  -4,506,873.511 (meters)                     COMP
 QM0821  Z           -   4,496,520.583 (meters)                     COMP
 QM0821  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 QM0821  ELLIP HEIGHT-         229.27  (meters)          (06/17/02) GPS OBS
 QM0821  GEOID HEIGHT-         -35.89  (meters)                     GEOID03
 QM0821
 QM0821  HORZ ORDER  -  FIRST
 QM0821  ELLP ORDER  -  THIRD     CLASS II
 QM0821
 QM0821.The horizontal coordinates were established by GPS observations
 QM0821.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0821
 QM0821.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0821
 QM0821.The ellipsoidal height was determined by GPS observations
 QM0821.and is referenced to NAD 83.
 QM0821
 QM0821.The geoid height was determined by GEOID03.
 QM0821
 QM0821;                    North         East     Units Scale Factor Converg.
 QM0821;SPC WI C     -   143,699.103   729,191.983   MT  0.99994936   +1 09 30.8
 QM0821;SPC WI C     -   471,452.81  2,392,357.36   sFT  0.99994936   +1 09 30.8
 QM0821;UTM  16      - 4,996,596.752   393,182.287   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  =   0.99970436
 QM0821
 QM0821                          SUPERSEDED SURVEY CONTROL
 QM0821
 QM0821  NAD 83(1991)-  45 06 53.16376(N)    088 21 28.81969(W) AD(       ) 1
 QM0821  ELLIP H (10/12/93)  229.24   (m)                       GP(       ) 3 2
 QM0821  NGVD 29 (10/12/93)  265.1    (m)          870.     (f) GPS OBS        
 QM0821
 QM0821.Superseded values are not recommended for survey control.
 QM0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0821.See file dsdata.txt to determine how the superseded data were derived.
 QM0821
 QM0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9318296597(NAD 83)
 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 = OCTOBER  7, 2006
 AF9960 ***********************************************************************
 AF9960  DESIGNATION -  312 ANDERSON GPS
 AF9960  PID         -  AF9960
 AF9960  STATE/COUNTY-  WI/BAYFIELD
 AF9960  USGS QUAD   -  MT VALHALLA (1975)
 AF9960
 AF9960                         *CURRENT SURVEY CONTROL
 AF9960  ___________________________________________________________________
 AF9960* NAD 83(1997)-  46 39 33.25146(N)    091 00 38.28799(W)     ADJUSTED  
 AF9960* NAVD 88     -       287.4    (meters)     943.     (feet)  GPS OBS   
 AF9960  ___________________________________________________________________
 AF9960  X           -     -77,351.311 (meters)                     COMP
 AF9960  Y           -  -4,384,809.142 (meters)                     COMP
 AF9960  Z           -   4,616,033.306 (meters)                     COMP
 AF9960  LAPLACE CORR-          -7.75  (seconds)                    DEFLEC99
 AF9960  ELLIP HEIGHT-         255.88  (meters)          (12/26/02) GPS OBS
 AF9960  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 AF9960
 AF9960  HORZ ORDER  -  FIRST
 AF9960  ELLP ORDER  -  THIRD     CLASS II
 AF9960
 AF9960.The horizontal coordinates were established by GPS observations
 AF9960.and adjusted by the National Geodetic Survey in December 2002..
 AF9960
 AF9960.The orthometric height was determined by GPS observations and a
 AF9960.high-resolution geoid model.
 AF9960
 AF9960.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9960
 AF9960.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9960
 AF9960.The ellipsoidal height was determined by GPS observations
 AF9960.and is referenced to NAD 83.
 AF9960
 AF9960.The geoid height was determined by GEOID03.
 AF9960
 AF9960;                    North         East     Units Scale Factor Converg.
 AF9960;SPC WI N     -   166,387.893   522,651.245   MT  0.99998213   -0 43 44.6
 AF9960;SPC WI N     -   545,890.95  1,714,731.63   sFT  0.99998213   -0 43 44.6
 AF9960;UTM  15      - 5,169,219.485   652,199.735   MT  0.99988473   +1 26 49.6
 AF9960
 AF9960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9960!SPC WI N     -   0.99995989  x   0.99998213  =   0.99994202
 AF9960!UTM  15      -   0.99995989  x   0.99988473  =   0.99984463
 AF9960
 AF9960                          SUPERSEDED SURVEY CONTROL
 AF9960
 AF9960  NAD 83(1991)-  46 39 33.25139(N)    091 00 38.28636(W) AD(       ) 1
 AF9960
 AF9960.Superseded values are not recommended for survey control.
 AF9960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9960.See file dsdata.txt to determine how the superseded data were derived.
 AF9960
 AF9960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM5220069219(NAD 83)
 AF9960_MARKER: DB = BENCH MARK 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 = OCTOBER  7, 2006
 AF9959 ***********************************************************************
 AF9959  DESIGNATION -  313 PORT WING GPS
 AF9959  PID         -  AF9959
 AF9959  STATE/COUNTY-  WI/BAYFIELD
 AF9959  USGS QUAD   -  PORT WING (1984)
 AF9959
 AF9959                         *CURRENT SURVEY CONTROL
 AF9959  ___________________________________________________________________
 AF9959* NAD 83(1997)-  46 46 29.19611(N)    091 23 14.63512(W)     ADJUSTED  
 AF9959* NAVD 88     -       205.3    (meters)     674.     (feet)  GPS OBS   
 AF9959  ___________________________________________________________________
 AF9959  X           -    -105,955.128 (meters)                     COMP
 AF9959  Y           -  -4,374,802.494 (meters)                     COMP
 AF9959  Z           -   4,624,780.613 (meters)                     COMP
 AF9959  LAPLACE CORR-         -12.18  (seconds)                    DEFLEC99
 AF9959  ELLIP HEIGHT-         174.96  (meters)          (12/26/02) GPS OBS
 AF9959  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 AF9959
 AF9959  HORZ ORDER  -  FIRST
 AF9959  ELLP ORDER  -  THIRD     CLASS II
 AF9959
 AF9959.The horizontal coordinates were established by GPS observations
 AF9959.and adjusted by the National Geodetic Survey in December 2002..
 AF9959
 AF9959.The orthometric height was determined by GPS observations and a
 AF9959.high-resolution geoid model.
 AF9959
 AF9959.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9959
 AF9959.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9959
 AF9959.The ellipsoidal height was determined by GPS observations
 AF9959.and is referenced to NAD 83.
 AF9959
 AF9959.The geoid height was determined by GEOID03.
 AF9959
 AF9959;                    North         East     Units Scale Factor Converg.
 AF9959;SPC WI N     -   179,665.180   494,042.649   MT  1.00000149   -1 00 03.0
 AF9959;SPC WI N     -   589,451.51  1,620,871.59   sFT  1.00000149   -1 00 03.0
 AF9959;UTM  15      - 5,181,398.941   623,112.191   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  =   0.99975887
 AF9959
 AF9959                          SUPERSEDED SURVEY CONTROL
 AF9959
 AF9959  NAD 83(1991)-  46 46 29.19602(N)    091 23 14.63367(W) AD(       ) 1
 AF9959  ELLIP H (04/30/98)  174.95   (m)                       GP(       ) 3 2
 AF9959
 AF9959.Superseded values are not recommended for survey control.
 AF9959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9959.See file dsdata.txt to determine how the superseded data were derived.
 AF9959
 AF9959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM2311281399(NAD 83)
 AF9959_MARKER: DB = BENCH MARK 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 - 1996
 AF9959
 AF9959  HISTORY     - Date     Condition        Report By
 AF9959  HISTORY     - 1996     MONUMENTED       WI-007
 AF9959
 AF9959                          STATION DESCRIPTION
 AF9959
 AF9959'DESCRIBED BY BAYFIELD COUNTY WISCONSIN 1996 (DKL)
 AF9959'STATION DESCRIPTION  DESCRIBED BY BAYFIELD COUNTY, 1996  THE STATION
 AF9959'IS LOCATED IN THE UNINCORPORATED VILLAGE OF PORT WING, WISCONSIN ON
 AF9959'THE RIGHT-OF-WAY OF STATE HIGHWAY 13 IN THE NORTHEAST QUATRER OF THE
 AF9959'NORTHEAST QUARTER, SECTION 32, T50N, R8W, TOWN OF PORT WING.  TO REACH
 AF9959'THE STATION FROM THE INTERSECTION OF COUNTY HIGHWAY A AND STATE
 AF9959'HIGHWAY 13 IN PORT WING GO 11.58 M (37.99 FT) EAST OF THE CENTERLINE
 AF9959'OF COUNTY HIGHWAY A AND 27.74 M (91.01 FT) SOUTH OF THE CENTERLINE OF
 AF9959'STATE HIGHWAY 13.  THE STATION IS A 8.3 CM (3.25 IN) ALUMINUM CAP
 AF9959'STAMPED---313 PORT WING GPS---SET INTO THE TOP OF A ROUND CONCRETE
 AF9959'MONUMENT 30.48 CM (12 IN) IN DIAMETER LOCATED FLUSH WITH THE GROUND.
 AF9959'STATION IS 1 M (3.3 FT) SOUTH OF A STEEL FENCE POST BEARING THE SIGN
 AF9959'(PLEASE PROTECT NEARBY SURVEY MARKER) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AF9956 ***********************************************************************
 AF9956  DESIGNATION -  314 BRINKS GPS
 AF9956  PID         -  AF9956
 AF9956  STATE/COUNTY-  WI/BAYFIELD
 AF9956  USGS QUAD   -  MOQUAH NW (1975)
 AF9956
 AF9956                         *CURRENT SURVEY CONTROL
 AF9956  ___________________________________________________________________
 AF9956* NAD 83(1997)-  46 42 14.70747(N)    091 10 01.94172(W)     ADJUSTED  
 AF9956* NAVD 88     -       368.0    (meters)    1207.     (feet)  GPS OBS   
 AF9956  ___________________________________________________________________
 AF9956  X           -     -89,260.486 (meters)                     COMP
 AF9956  Y           -  -4,381,010.289 (meters)                     COMP
 AF9956  Z           -   4,619,512.833 (meters)                     COMP
 AF9956  LAPLACE CORR-          -9.01  (seconds)                    DEFLEC99
 AF9956  ELLIP HEIGHT-         336.95  (meters)          (12/26/02) GPS OBS
 AF9956  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 AF9956
 AF9956  HORZ ORDER  -  FIRST
 AF9956  ELLP ORDER  -  THIRD     CLASS II
 AF9956
 AF9956.The horizontal coordinates were established by GPS observations
 AF9956.and adjusted by the National Geodetic Survey in December 2002..
 AF9956
 AF9956.The orthometric height was determined by GPS observations and a
 AF9956.high-resolution geoid model.
 AF9956
 AF9956.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9956
 AF9956.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9956
 AF9956.The ellipsoidal height was determined by GPS observations
 AF9956.and is referenced to NAD 83.
 AF9956
 AF9956.The geoid height was determined by GEOID03.
 AF9956
 AF9956;                    North         East     Units Scale Factor Converg.
 AF9956;SPC WI N     -   171,537.179   510,742.227   MT  0.99998916   -0 50 31.2
 AF9956;SPC WI N     -   562,784.89  1,675,660.12   sFT  0.99998916   -0 50 31.2
 AF9956;UTM  15      - 5,173,912.269   640,105.263   MT  0.99984128   +1 20 03.0
 AF9956
 AF9956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9956!SPC WI N     -   0.99994718  x   0.99998916  =   0.99993634
 AF9956!UTM  15      -   0.99994718  x   0.99984128  =   0.99978847
 AF9956
 AF9956                          SUPERSEDED SURVEY CONTROL
 AF9956
 AF9956  NAD 83(1991)-  46 42 14.70740(N)    091 10 01.94020(W) AD(       ) 1
 AF9956  ELLIP H (04/30/98)  336.94   (m)                       GP(       ) 3 2
 AF9956
 AF9956.Superseded values are not recommended for survey control.
 AF9956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9956.See file dsdata.txt to determine how the superseded data were derived.
 AF9956
 AF9956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM4010573912(NAD 83)
 AF9956_MARKER: DB = BENCH MARK 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 = OCTOBER  7, 2006
 AF9957 ***********************************************************************
 AF9957  DESIGNATION -  315 NORTH BOUNDARY GPS
 AF9957  PID         -  AF9957
 AF9957  STATE/COUNTY-  WI/BAYFIELD
 AF9957  USGS QUAD   -  CORNUCOPIA (1975)
 AF9957
 AF9957                         *CURRENT SURVEY CONTROL
 AF9957  ___________________________________________________________________
 AF9957* NAD 83(1997)-  46 45 05.24332(N)    091 04 57.76768(W)     ADJUSTED  
 AF9957* NAVD 88     -       381.4    (meters)    1251.     (feet)  GPS OBS   
 AF9957  ___________________________________________________________________
 AF9957  X           -     -82,727.530 (meters)                     COMP
 AF9957  Y           -  -4,377,312.388 (meters)                     COMP
 AF9957  Z           -   4,623,132.247 (meters)                     COMP
 AF9957  LAPLACE CORR-          -6.78  (seconds)                    DEFLEC99
 AF9957  ELLIP HEIGHT-         350.05  (meters)          (12/26/02) GPS OBS
 AF9957  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 AF9957
 AF9957  HORZ ORDER  -  FIRST
 AF9957  ELLP ORDER  -  THIRD     CLASS II
 AF9957
 AF9957.The horizontal coordinates were established by GPS observations
 AF9957.and adjusted by the National Geodetic Survey in December 2002..
 AF9957
 AF9957.The orthometric height was determined by GPS observations and a
 AF9957.high-resolution geoid model.
 AF9957
 AF9957.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9957
 AF9957.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9957
 AF9957.The ellipsoidal height was determined by GPS observations
 AF9957.and is referenced to NAD 83.
 AF9957
 AF9957.The geoid height was determined by GEOID03.
 AF9957
 AF9957;                    North         East     Units Scale Factor Converg.
 AF9957;SPC WI N     -   176,711.168   517,274.868   MT  0.99999725   -0 46 51.7
 AF9957;SPC WI N     -   579,759.89  1,697,092.63   sFT  0.99999725   -0 46 51.7
 AF9957;UTM  15      - 5,179,329.912   646,435.757   MT  0.99986357   +1 23 48.4
 AF9957
 AF9957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9957!SPC WI N     -   0.99994513  x   0.99999725  =   0.99994238
 AF9957!UTM  15      -   0.99994513  x   0.99986357  =   0.99980871
 AF9957
 AF9957                          SUPERSEDED SURVEY CONTROL
 AF9957
 AF9957  NAD 83(1991)-  46 45 05.24326(N)    091 04 57.76606(W) AD(       ) 1
 AF9957  ELLIP H (04/30/98)  350.04   (m)                       GP(       ) 3 2
 AF9957
 AF9957.Superseded values are not recommended for survey control.
 AF9957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9957.See file dsdata.txt to determine how the superseded data were derived.
 AF9957
 AF9957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM4643679330(NAD 83)
 AF9957_MARKER: DB = BENCH MARK 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 = OCTOBER  7, 2006
 RN1693 ***********************************************************************
 RN1693  DESIGNATION -  315 RESET
 RN1693  PID         -  RN1693
 RN1693  STATE/COUNTY-  WI/DOUGLAS
 RN1693  USGS QUAD   -  SUPERIOR (1994)
 RN1693
 RN1693                         *CURRENT SURVEY CONTROL
 RN1693  ___________________________________________________________________
 RN1693* NAD 83(1991)-  46 42 42.69442(N)    092 02 39.27292(W)     ADJUSTED  
 RN1693* NAVD 88     -       184.9    (meters)     607.     (feet)  VERTCON   
 RN1693  ___________________________________________________________________
 RN1693  X           -    -156,281.449 (meters)                     COMP
 RN1693  Y           -  -4,378,378.631 (meters)                     COMP
 RN1693  Z           -   4,619,974.308 (meters)                     COMP
 RN1693  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 RN1693  ELLIP HEIGHT-         156.76  (meters)          (03/16/99) GPS OBS
 RN1693  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 RN1693
 RN1693  HORZ ORDER  -  SECOND
 RN1693  ELLP ORDER  -  FOURTH    CLASS I
 RN1693
 RN1693.The horizontal coordinates were established by GPS observations
 RN1693.and adjusted by the National Geodetic Survey in March 1999..
 RN1693
 RN1693.The NAVD 88 height was computed by applying the VERTCON shift value to
 RN1693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RN1693
 RN1693.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RN1693
 RN1693.The Laplace correction was computed from DEFLEC99 derived deflections.
 RN1693
 RN1693.The ellipsoidal height was determined by GPS observations
 RN1693.and is referenced to NAD 83.
 RN1693
 RN1693.The geoid height was determined by GEOID03.
 RN1693
 RN1693;                    North         East     Units Scale Factor Converg.
 RN1693;SPC WI N     -   173,756.934   443,707.976   MT  0.99999044   -1 28 28.8
 RN1693;SPC WI N     -   570,067.54  1,455,731.92   sFT  0.99999044   -1 28 28.8
 RN1693;SPC MN N     -   124,105.396   880,732.358   MT  1.00009314   +0 46 57.2
 RN1693;UTM  15      - 5,173,588.449   573,051.529   MT  0.99966559   +0 41 44.7
 RN1693
 RN1693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN1693!SPC WI N     -   0.99997543  x   0.99999044  =   0.99996587
 RN1693!SPC MN N     -   0.99997543  x   1.00009314  =   1.00006857
 RN1693!UTM  15      -   0.99997543  x   0.99966559  =   0.99964103
 RN1693
 RN1693                          SUPERSEDED SURVEY CONTROL
 RN1693
 RN1693  NAD 83(1991)-  46 42 42.69478(N)    092 02 39.27239(W) AD(       ) 2
 RN1693  ELLIP H (11/21/91)  156.71   (m)                       GP(       ) 4 1
 RN1693  NAD 83(1986)-  46 42 42.69182(N)    092 02 39.27413(W) AD(       ) 2
 RN1693  NGVD 29 (05/23/89)  184.9    (m)          607.     (f) GPS OBS        
 RN1693
 RN1693.Superseded values are not recommended for survey control.
 RN1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1693.See file dsdata.txt to determine how the superseded data were derived.
 RN1693
 RN1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM7305273588(NAD 83)
 RN1693_MARKER: DD = SURVEY DISK
 RN1693_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RN1693_SP_SET: CONCRETE PIER
 RN1693_STAMPING: 315 RESET
 RN1693_MARK LOGO: USE   
 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 - 1988
 RN1693
 RN1693  HISTORY     - Date     Condition        Report By
 RN1693  HISTORY     - 1988     MONUMENTED       USE
 RN1693  HISTORY     - 19961012 GOOD             USPSQD
 RN1693
 RN1693                          STATION DESCRIPTION
 RN1693
 RN1693'DESCRIBED BY US 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AG9598 ***********************************************************************
 AG9598  DESIGNATION -  3153 WILDCAT AZIMUTH
 AG9598  PID         -  AG9598
 AG9598  STATE/COUNTY-  WI/WASHBURN
 AG9598  USGS QUAD   -  SPOONER LAKE (1982)
 AG9598
 AG9598                         *CURRENT SURVEY CONTROL
 AG9598  ___________________________________________________________________
 AG9598* NAD 83(1997)-  45 48 13.31327(N)    091 49 34.35806(W)     ADJUSTED  
 AG9598* NAVD 88     -       352.6    (meters)    1157.     (feet)  GPS OBS   
 AG9598  ___________________________________________________________________
 AG9598  X           -    -141,946.877 (meters)                     COMP
 AG9598  Y           -  -4,451,952.472 (meters)                     COMP
 AG9598  Z           -   4,550,296.026 (meters)                     COMP
 AG9598  LAPLACE CORR-          -8.85  (seconds)                    DEFLEC99
 AG9598  ELLIP HEIGHT-         323.56  (meters)          (12/26/02) GPS OBS
 AG9598  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 AG9598
 AG9598  HORZ ORDER  -  FIRST
 AG9598  ELLP ORDER  -  THIRD     CLASS II
 AG9598
 AG9598.The horizontal coordinates were established by GPS observations
 AG9598.and adjusted by the National Geodetic Survey in December 2002..
 AG9598
 AG9598.The orthometric height was determined by GPS observations and a
 AG9598.high-resolution geoid model.
 AG9598
 AG9598.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9598
 AG9598.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9598
 AG9598.The ellipsoidal height was determined by GPS observations
 AG9598.and is referenced to NAD 83.
 AG9598
 AG9598.The geoid height was determined by GEOID03.
 AG9598
 AG9598;                    North         East     Units Scale Factor Converg.
 AG9598;SPC WI N     -    72,433.880   458,053.691   MT  0.99996542   -1 19 02.5
 AG9598;SPC WI N     -   237,643.49  1,502,797.82   sFT  0.99996542   -1 19 02.5
 AG9598;UTM  15      - 5,072,907.272   591,209.940   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  =   0.99991470
 AG9598!UTM  15      -   0.99994928  x   0.99970228  =   0.99965157
 AG9598
 AG9598                          SUPERSEDED SURVEY CONTROL
 AG9598
 AG9598  NAD 83(1991)-  45 48 13.31286(N)    091 49 34.35611(W) AD(       ) 1
 AG9598  ELLIP H (04/30/98)  323.58   (m)                       GP(       ) 3 2
 AG9598
 AG9598.Superseded values are not recommended for survey control.
 AG9598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9598.See file dsdata.txt to determine how the superseded data were derived.
 AG9598
 AG9598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL9121072907(NAD 83)
 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 = OCTOBER  7, 2006
 AG9606 ***********************************************************************
 AG9606  DESIGNATION -  3154 FOX AZIMUTH
 AG9606  PID         -  AG9606
 AG9606  STATE/COUNTY-  WI/WASHBURN
 AG9606  USGS QUAD   -  DUNN LAKE (1982)
 AG9606
 AG9606                         *CURRENT SURVEY CONTROL
 AG9606  ___________________________________________________________________
 AG9606* NAD 83(1997)-  45 59 04.43174(N)    091 53 34.70583(W)     ADJUSTED  
 AG9606* NAVD 88     -       321.4    (meters)    1054.     (feet)  GPS OBS   
 AG9606  ___________________________________________________________________
 AG9606  X           -    -146,656.830 (meters)                     COMP
 AG9606  Y           -  -4,437,335.379 (meters)                     COMP
 AG9606  Z           -   4,564,266.859 (meters)                     COMP
 AG9606  LAPLACE CORR-         -10.28  (seconds)                    DEFLEC99
 AG9606  ELLIP HEIGHT-         293.82  (meters)          (12/26/02) GPS OBS
 AG9606  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AG9606
 AG9606  HORZ ORDER  -  FIRST
 AG9606  ELLP ORDER  -  THIRD     CLASS II
 AG9606
 AG9606.The horizontal coordinates were established by GPS observations
 AG9606.and adjusted by the National Geodetic Survey in December 2002..
 AG9606
 AG9606.The orthometric height was determined by GPS observations and a
 AG9606.high-resolution geoid model.
 AG9606
 AG9606.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9606
 AG9606.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9606
 AG9606.The ellipsoidal height was determined by GPS observations
 AG9606.and is referenced to NAD 83.
 AG9606
 AG9606.The geoid height was determined by GEOID03.
 AG9606
 AG9606;                    North         East     Units Scale Factor Converg.
 AG9606;SPC WI N     -    92,651.952   453,344.386   MT  0.99995044   -1 21 55.9
 AG9606;SPC WI N     -   303,975.61  1,487,347.37   sFT  0.99995044   -1 21 55.9
 AG9606;UTM  15      - 5,092,928.225   585,743.255   MT  0.99969038   +0 47 46.2
 AG9606
 AG9606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9606!SPC WI N     -   0.99995394  x   0.99995044  =   0.99990438
 AG9606!UTM  15      -   0.99995394  x   0.99969038  =   0.99964433
 AG9606
 AG9606                          SUPERSEDED SURVEY CONTROL
 AG9606
 AG9606  NAD 83(1991)-  45 59 04.43139(N)    091 53 34.70420(W) AD(       ) 1
 AG9606  ELLIP H (04/30/98)  293.84   (m)                       GP(       ) 3 2
 AG9606
 AG9606.Superseded values are not recommended for survey control.
 AG9606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9606.See file dsdata.txt to determine how the superseded data were derived.
 AG9606
 AG9606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL8574392928(NAD 83)
 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 = OCTOBER  7, 2006
 AF9947 ***********************************************************************
 AF9947  DESIGNATION -  316 SQUAW BAY GPS
 AF9947  PID         -  AF9947
 AF9947  STATE/COUNTY-  WI/BAYFIELD
 AF9947  USGS QUAD   -  SQUAW BAY (1964)
 AF9947
 AF9947                         *CURRENT SURVEY CONTROL
 AF9947  ___________________________________________________________________
 AF9947* NAD 83(1997)-  46 53 00.48688(N)    091 01 25.05191(W)     ADJUSTED  
 AF9947* NAVD 88     -       233.2    (meters)     765.     (feet)  GPS OBS   
 AF9947  ___________________________________________________________________
 AF9947  X           -     -78,020.285 (meters)                     COMP
 AF9947  Y           -  -4,366,594.351 (meters)                     COMP
 AF9947  Z           -   4,633,067.500 (meters)                     COMP
 AF9947  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 AF9947  ELLIP HEIGHT-         202.02  (meters)          (12/26/02) GPS OBS
 AF9947  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 AF9947
 AF9947  HORZ ORDER  -  FIRST
 AF9947  ELLP ORDER  -  THIRD     CLASS II
 AF9947
 AF9947.The horizontal coordinates were established by GPS observations
 AF9947.and adjusted by the National Geodetic Survey in December 2002..
 AF9947
 AF9947.The orthometric height was determined by GPS observations and a
 AF9947.high-resolution geoid model.
 AF9947
 AF9947.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9947
 AF9947.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9947
 AF9947.The ellipsoidal height was determined by GPS observations
 AF9947.and is referenced to NAD 83.
 AF9947
 AF9947.The geoid height was determined by GEOID03.
 AF9947
 AF9947;                    North         East     Units Scale Factor Converg.
 AF9947;SPC WI N     -   191,325.658   521,978.361   MT  1.00002346   -0 44 18.3
 AF9947;SPC WI N     -   627,707.60  1,712,524.01   sFT  1.00002346   -0 44 18.3
 AF9947;UTM  15      - 5,194,110.658   650,579.459   MT  0.99987869   +1 26 34.6
 AF9947
 AF9947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9947!SPC WI N     -   0.99996833  x   1.00002346  =   0.99999179
 AF9947!UTM  15      -   0.99996833  x   0.99987869  =   0.99984703
 AF9947
 AF9947                          SUPERSEDED SURVEY CONTROL
 AF9947
 AF9947  NAD 83(1991)-  46 53 00.48681(N)    091 01 25.05027(W) AD(       ) 1
 AF9947  ELLIP H (04/30/98)  202.01   (m)                       GP(       ) 3 2
 AF9947
 AF9947.Superseded values are not recommended for survey control.
 AF9947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9947.See file dsdata.txt to determine how the superseded data were derived.
 AF9947
 AF9947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM5057994111(NAD 83)
 AF9947_MARKER: DB = BENCH MARK DISK
 AF9947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9947_STAMPING: 316 SQUAW BAY GPS
 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 - 1996
 AF9947
 AF9947  HISTORY     - Date     Condition        Report By
 AF9947  HISTORY     - 1996     MONUMENTED       WI-007
 AF9947
 AF9947                          STATION DESCRIPTION
 AF9947
 AF9947'DESCRIBED BY BAYFIELD COUNTY WISCONSIN 1996 (DKL)
 AF9947'STATION DESCRIPTION  DESCRIBED BY BAYFIELD COUNTY, 1996  THE STATION
 AF9947'IS LOCATED ABOUT 8.5 KM (5.30 MI) EAST OF THE UNINCORPORATED VILLAGE
 AF9947'OF CORNUCOPIA, WISCONSIN, NORTH OF STATE HIGHWAY 13, ON STATE HIGHWAY
 AF9947'RIGHT-OF-WAY PROPERTY IN THE SOUTHEAST QUARTER OF THE NORTHWEST
 AF9947'QUARTER, SECTION 20, T51N, R5W, TOWN OF BAYFIELD.  TO REACH THE
 AF9947'STATION FROM THE INTERSECTION OF COUNTY HIGHWAY C AND STATE HIGHWAY 13
 AF9947'IN CORNUCOPIA, GO EAST ON STATE HIGHWAY 13 ABOUT 8.5 KM (5.30 MI) .
 AF9947'STATION IS 365.76 M (1200.00 FT) WEST OF INTERSECTION OF STATE HIGHWAY
 AF9947'13 AND HAPPY HOLLOW ROAD, AND 15.24 M (50.00 FT) NORTH OF THE
 AF9947'CENTERLINE OF STATE HIGHWAY 13.  THE STATION IS A 8.3 CM (3.25 IN)
 AF9947'ALUMINUM CAP STAMPED---316 SQUAW BAY GPS---SET INTO THE TOP OF A ROUND
 AF9947'CONCRETE MONUMENT 30.48 CM (12 IN) IN DIAMETER LOCATED FLUSH WITH THE
 AF9947'GROUND.  STATION IS 1 M (3.3 FT) SOUTHWEST OF EXISTING HIGHWAY
 AF9947'RIGHT-OF-WAY MARKER AND 1 M (3.3 FT) NORTHEAST OF STEEL FENCE POST
 AF9947'BEARING SIGN (PLEASE PROTECT NEARBY SURVEY MARKER) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AF9948 ***********************************************************************
 AF9948  DESIGNATION -  317 BAYFIELD GPS
 AF9948  PID         -  AF9948
 AF9948  STATE/COUNTY-  WI/BAYFIELD
 AF9948  USGS QUAD   -  BAYFIELD (1975)
 AF9948
 AF9948                         *CURRENT SURVEY CONTROL
 AF9948  ___________________________________________________________________
 AF9948* NAD 83(1997)-  46 49 27.40275(N)    090 48 22.15592(W)     ADJUSTED  
 AF9948* NAVD 88     -       232.5    (meters)     763.     (feet)  GPS OBS   
 AF9948  ___________________________________________________________________
 AF9948  X           -     -61,513.512 (meters)                     COMP
 AF9948  Y           -  -4,371,658.732 (meters)                     COMP
 AF9948  Z           -   4,628,566.620 (meters)                     COMP
 AF9948  LAPLACE CORR-          -5.24  (seconds)                    DEFLEC99
 AF9948  ELLIP HEIGHT-         200.78  (meters)          (12/26/02) GPS OBS
 AF9948  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 AF9948
 AF9948  HORZ ORDER  -  FIRST
 AF9948  ELLP ORDER  -  THIRD     CLASS II
 AF9948
 AF9948.The horizontal coordinates were established by GPS observations
 AF9948.and adjusted by the National Geodetic Survey in December 2002..
 AF9948
 AF9948.The orthometric height was determined by GPS observations and a
 AF9948.high-resolution geoid model.
 AF9948
 AF9948.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9948
 AF9948.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9948
 AF9948.The ellipsoidal height was determined by GPS observations
 AF9948.and is referenced to NAD 83.
 AF9948
 AF9948.The geoid height was determined by GEOID03.
 AF9948
 AF9948;                    North         East     Units Scale Factor Converg.
 AF9948;SPC WI N     -   184,554.913   538,486.768   MT  1.00001105   -0 34 53.5
 AF9948;SPC WI N     -   605,493.91  1,766,685.34   sFT  1.00001105   -0 34 53.5
 AF9948;UTM  15      - 5,187,973.898   667,331.862   MT  0.99994416   +1 36 00.9
 AF9948
 AF9948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9948!SPC WI N     -   0.99996853  x   1.00001105  =   0.99997958
 AF9948!UTM  15      -   0.99996853  x   0.99994416  =   0.99991269
 AF9948
 AF9948                          SUPERSEDED SURVEY CONTROL
 AF9948
 AF9948  NAD 83(1991)-  46 49 27.40267(N)    090 48 22.15422(W) AD(       ) 1
 AF9948
 AF9948.Superseded values are not recommended for survey control.
 AF9948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9948.See file dsdata.txt to determine how the superseded data were derived.
 AF9948
 AF9948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6733287974(NAD 83)
 AF9948_MARKER: DB = BENCH MARK 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 = OCTOBER  7, 2006
 AF9954 ***********************************************************************
 AF9954  DESIGNATION -  318 SPRING CREEK GPS
 AF9954  PID         -  AF9954
 AF9954  STATE/COUNTY-  WI/BAYFIELD
 AF9954  USGS QUAD   -  MASON (1971)
 AF9954
 AF9954                         *CURRENT SURVEY CONTROL
 AF9954  ___________________________________________________________________
 AF9954* NAD 83(1997)-  46 28 02.98811(N)    091 03 02.83929(W)     ADJUSTED  
 AF9954* NAVD 88     -       272.4    (meters)     894.     (feet)  GPS OBS   
 AF9954  ___________________________________________________________________
 AF9954  X           -     -80,707.847 (meters)                     COMP
 AF9954  Y           -  -4,400,219.168 (meters)                     COMP
 AF9954  Z           -   4,601,367.839 (meters)                     COMP
 AF9954  LAPLACE CORR-         -10.40  (seconds)                    DEFLEC99
 AF9954  ELLIP HEIGHT-         241.76  (meters)          (12/26/02) GPS OBS
 AF9954  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 AF9954
 AF9954  HORZ ORDER  -  FIRST
 AF9954  ELLP ORDER  -  THIRD     CLASS II
 AF9954
 AF9954.The horizontal coordinates were established by GPS observations
 AF9954.and adjusted by the National Geodetic Survey in December 2002..
 AF9954
 AF9954.The orthometric height was determined by GPS observations and a
 AF9954.high-resolution geoid model.
 AF9954
 AF9954.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9954
 AF9954.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9954
 AF9954.The ellipsoidal height was determined by GPS observations
 AF9954.and is referenced to NAD 83.
 AF9954
 AF9954.The geoid height was determined by GEOID03.
 AF9954
 AF9954;                    North         East     Units Scale Factor Converg.
 AF9954;SPC WI N     -   145,116.042   519,296.345   MT  0.99995901   -0 45 28.8
 AF9954;SPC WI N     -   476,101.55  1,703,724.76   sFT  0.99995901   -0 45 28.8
 AF9954;UTM  15      - 5,147,837.605   649,654.326   MT  0.99987530   +1 24 48.3
 AF9954
 AF9954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9954!SPC WI N     -   0.99996210  x   0.99995901  =   0.99992111
 AF9954!UTM  15      -   0.99996210  x   0.99987530  =   0.99983741
 AF9954
 AF9954                          SUPERSEDED SURVEY CONTROL
 AF9954
 AF9954  NAD 83(1991)-  46 28 02.98802(N)    091 03 02.83758(W) AD(       ) 1
 AF9954  ELLIP H (04/30/98)  241.75   (m)                       GP(       ) 3 2
 AF9954
 AF9954.Superseded values are not recommended for survey control.
 AF9954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9954.See file dsdata.txt to determine how the superseded data were derived.
 AF9954
 AF9954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM4965447838(NAD 83)
 AF9954_MARKER: DB = BENCH MARK DISK
 AF9954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9954_STAMPING: 318 SPRING CREEK GPS
 AF9954_MARK LOGO: WI-007
 AF9954_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9954+STABILITY: SURFACE MOTION
 AF9954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9954+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AF9954
 AF9954  HISTORY     - Date     Condition        Report By
 AF9954  HISTORY     - 1996     MONUMENTED       WI-007
 AF9954
 AF9954                          STATION DESCRIPTION
 AF9954
 AF9954'DESCRIBED BY BAYFIELD COUNTY WISCONSIN 1996 (DKL)
 AF9954'STATION DESCRIPTION  DESCRIBED BY BAYFIELD COUNTY, 1996  THE STATION
 AF9954'IS LOCATED ABOUT 3.22 KM (2.00 MI) NORTH OF THE VILLAGE OF MASON,
 AF9954'WISCONSIN AND ABOUT 8.05 KM (5.00 MI) SOUTH OF THE INTERSECTION OF US
 AF9954'HIGHWAYS 2 AND 63 IN THE TOWN OF KEYSTONE, WISCONSIN ON THE
 AF9954'RIGHT-OF-WAY OF US HIGHWAY 63 IN THE NORTHEAST QUARTER OF THE
 AF9954'NORTHEAST QUARTER, SECTION 13, T46N, R6W, TOWN OF MASON.  TO REACH THE
 AF9954'STATION FROM THE INTERSECTION OF COUNTY HIGHWAY E AND US HIGHWAY 63 IN
 AF9954'MASON GO NORTH ON US HIGHWAY 63 ABOUT 3.22 KM (2.00 MI) .  TO REACH
 AF9954'THE STATION FROM THE INTERSECTION OF US HIGHWAY 63 AND US HIGHWAY 2 IN
 AF9954'THE TOWN OF KEYSTONE GO SOUTH ON US HIGHWAY 63 ABOUT 8.05 KM (5.00 MI)
 AF9954'.  STATION IS 15.24 M (50.00 FT) WEST OF THE CENTERLINE OF US HIGHWAY
 AF9954'63 ALIGNED WITH THE CENTERLINE OF ADOLPH JOHNSON ROAD.  THE STATION IS
 AF9954'A 8.3 CM (3.25 IN) ALUMINUM CAP STAMPED---318 SPRING CREEK GPS---SET
 AF9954'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.38 CM (12 IN) IN DIAMETER
 AF9954'LOCATED FLUSH WITH THE GROUND. STATION IS 1 M (3.3 FT) SOUTH OF A
 AF9954'STEEL FENCE POST BEARING THE SIGN (PLEASE PROTECT NEARBY SURVEY
 AF9954'MONUMENT) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AF9951 ***********************************************************************
 AF9951  DESIGNATION -  319 LUPA GPS
 AF9951  PID         -  AF9951
 AF9951  STATE/COUNTY-  WI/BAYFIELD
 AF9951  USGS QUAD   -  MOQUAH (1975)
 AF9951
 AF9951                         *CURRENT SURVEY CONTROL
 AF9951  ___________________________________________________________________
 AF9951* NAD 83(1997)-  46 34 26.48406(N)    091 03 51.96722(W)     ADJUSTED  
 AF9951* NAVD 88     -       267.8    (meters)     879.     (feet)  GPS OBS   
 AF9951  ___________________________________________________________________
 AF9951  X           -     -81,596.190 (meters)                     COMP
 AF9951  Y           -  -4,391,604.917 (meters)                     COMP
 AF9951  Z           -   4,609,512.628 (meters)                     COMP
 AF9951  LAPLACE CORR-         -10.21  (seconds)                    DEFLEC99
 AF9951  ELLIP HEIGHT-         236.71  (meters)          (12/26/02) GPS OBS
 AF9951  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 AF9951
 AF9951  HORZ ORDER  -  FIRST
 AF9951  ELLP ORDER  -  THIRD     CLASS II
 AF9951
 AF9951.The horizontal coordinates were established by GPS observations
 AF9951.and adjusted by the National Geodetic Survey in December 2002..
 AF9951
 AF9951.The orthometric height was determined by GPS observations and a
 AF9951.high-resolution geoid model.
 AF9951
 AF9951.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9951
 AF9951.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9951
 AF9951.The ellipsoidal height was determined by GPS observations
 AF9951.and is referenced to NAD 83.
 AF9951
 AF9951.The geoid height was determined by GEOID03.
 AF9951
 AF9951;                    North         East     Units Scale Factor Converg.
 AF9951;SPC WI N     -   156,970.175   518,406.991   MT  0.99997046   -0 46 04.3
 AF9951;SPC WI N     -   514,992.98  1,700,806.94   sFT  0.99997046   -0 46 04.3
 AF9951;UTM  15      - 5,159,648.419   648,316.339   MT  0.99987039   +1 24 21.5
 AF9951
 AF9951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9951!SPC WI N     -   0.99996290  x   0.99997046  =   0.99993336
 AF9951!UTM  15      -   0.99996290  x   0.99987039  =   0.99983329
 AF9951
 AF9951                          SUPERSEDED SURVEY CONTROL
 AF9951
 AF9951  NAD 83(1991)-  46 34 26.48398(N)    091 03 51.96562(W) AD(       ) 1
 AF9951  ELLIP H (04/30/98)  236.70   (m)                       GP(       ) 3 2
 AF9951
 AF9951.Superseded values are not recommended for survey control.
 AF9951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9951.See file dsdata.txt to determine how the superseded data were derived.
 AF9951
 AF9951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM4831659648(NAD 83)
 AF9951_MARKER: DB = BENCH MARK 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 = OCTOBER  7, 2006
 DH5407 ***********************************************************************
 DH5407  DESIGNATION -  32 163W
 DH5407  PID         -  DH5407
 DH5407  STATE/COUNTY-  WI/MONROE
 DH5407  USGS QUAD   -  MELVINA (1983)
 DH5407
 DH5407                         *CURRENT SURVEY CONTROL
 DH5407  ___________________________________________________________________
 DH5407* NAD 83(1997)-  43 48 55.32285(N)    090 45 36.90260(W)     ADJUSTED  
 DH5407* NAVD 88     -                                                        
 DH5407  ___________________________________________________________________
 DH5407  X           -     -61,166.013 (meters)                     COMP
 DH5407  Y           -  -4,609,464.511 (meters)                     COMP
 DH5407  Z           -   4,393,472.059 (meters)                     COMP
 DH5407  LAPLACE CORR-          -6.10  (seconds)                    DEFLEC99
 DH5407  ELLIP HEIGHT-         231.61  (meters)          (08/01/05) GPS OBS
 DH5407  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 DH5407
 DH5407  HORZ ORDER  -  FIRST
 DH5407  ELLP ORDER  -  SECOND    CLASS I
 DH5407
 DH5407.The horizontal coordinates were established by GPS observations
 DH5407.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5407
 DH5407
 DH5407.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5407
 DH5407.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5407
 DH5407.The ellipsoidal height was determined by GPS observations
 DH5407.and is referenced to NAD 83.
 DH5407
 DH5407.The geoid height was determined by GEOID03.
 DH5407
 DH5407;                    North         East     Units Scale Factor Converg.
 DH5407;SPC WI S     -   201,951.869   538,837.787   MT  0.99995863   -0 31 20.5
 DH5407;SPC WI S     -   662,570.42  1,767,836.97   sFT  0.99995863   -0 31 20.5
 DH5407;UTM  15      - 4,853,804.583   680,127.795   MT  0.99999909   +1 33 03.9
 DH5407
 DH5407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5407!SPC WI S     -   0.99996368  x   0.99995863  =   0.99992231
 DH5407!UTM  15      -   0.99996368  x   0.99999909  =   0.99996277
 DH5407
 DH5407                          SUPERSEDED SURVEY CONTROL
 DH5407
 DH5407.No superseded survey control is available for this station.
 DH5407
 DH5407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ8012853805(NAD 83)
 DH5407_MARKER: DD = SURVEY DISK
 DH5407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5407_STAMPING: 32 163W
 DH5407_MARK LOGO: WI-081
 DH5407_PROJECTION: FLUSH
 DH5407_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5407+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2003
 DH5407
 DH5407  HISTORY     - Date     Condition        Report By
 DH5407  HISTORY     - 1996     MONUMENTED       WI-081
 DH5407  HISTORY     - 20030226 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0644 ***********************************************************************
 OM0644  DESIGNATION -  32 A
 OM0644  PID         -  OM0644
 OM0644  STATE/COUNTY-  WI/DANE
 OM0644  USGS QUAD   -  MIDDLETON (1983)
 OM0644
 OM0644                         *CURRENT SURVEY CONTROL
 OM0644  ___________________________________________________________________
 OM0644* NAD 83(1997)-  43 03 05.24506(N)    089 36 03.40789(W)     ADJUSTED  
 OM0644* NAVD 88     -       363.3    (meters)    1192.     (feet)  VERTCON   
 OM0644  ___________________________________________________________________
 OM0644  X           -      32,513.443 (meters)                     COMP
 OM0644  Y           -  -4,668,180.030 (meters)                     COMP
 OM0644  Z           -   4,331,905.461 (meters)                     COMP
 OM0644  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 OM0644  ELLIP HEIGHT-         329.09  (meters)          (06/17/02) GPS OBS
 OM0644  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 OM0644
 OM0644  HORZ ORDER  -  SECOND
 OM0644  ELLP ORDER  -  FOURTH    CLASS I
 OM0644
 OM0644.The horizontal coordinates were established by GPS observations
 OM0644.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0644
 OM0644.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0644
 OM0644.The ellipsoidal height was determined by GPS observations
 OM0644.and is referenced to NAD 83.
 OM0644
 OM0644.The geoid height was determined by GEOID03.
 OM0644
 OM0644;                    North         East     Units Scale Factor Converg.
 OM0644;SPC WI S     -   116,884.569   632,510.316   MT  0.99995108   +0 16 27.1
 OM0644;SPC WI S     -   383,478.79  2,075,160.93   sFT  0.99995108   +0 16 27.1
 OM0644;UTM  16      - 4,769,812.375   288,173.059   MT  1.00015203   -1 46 34.3
 OM0644
 OM0644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0644!SPC WI S     -   0.99994839  x   0.99995108  =   0.99989948
 OM0644!UTM  16      -   0.99994839  x   1.00015203  =   1.00010042
 OM0644
 OM0644                          SUPERSEDED SURVEY CONTROL
 OM0644
 OM0644  NAD 83(1991)-  43 03 05.24459(N)    089 36 03.40655(W) AD(       ) 2
 OM0644  ELLIP H (11/21/91)  329.20   (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)         1192.     (f) GPS OBS        
 OM0644
 OM0644.Superseded values are not recommended for survey control.
 OM0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0644.See file dsdata.txt to determine how the superseded data were derived.
 OM0644
 OM0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8817369812(NAD 83)
 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 = OCTOBER  7, 2006
 AF9978 ***********************************************************************
 AF9978  DESIGNATION -  321 PIONEER GPS
 AF9978  PID         -  AF9978
 AF9978  STATE/COUNTY-  WI/BAYFIELD
 AF9978  USGS QUAD   -  DIAMOND LAKE (1976)
 AF9978
 AF9978                         *CURRENT SURVEY CONTROL
 AF9978  ___________________________________________________________________
 AF9978* NAD 83(1997)-  46 15 16.94037(N)    091 10 42.28218(W)     ADJUSTED  
 AF9978* NAVD 88     -       432.6    (meters)    1419.     (feet)  GPS OBS   
 AF9978  ___________________________________________________________________
 AF9978  X           -     -90,863.229 (meters)                     COMP
 AF9978  Y           -  -4,417,255.347 (meters)                     COMP
 AF9978  Z           -   4,585,160.434 (meters)                     COMP
 AF9978  LAPLACE CORR-         -11.25  (seconds)                    DEFLEC99
 AF9978  ELLIP HEIGHT-         403.37  (meters)          (12/26/02) GPS OBS
 AF9978  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 AF9978
 AF9978  HORZ ORDER  -  FIRST
 AF9978  ELLP ORDER  -  THIRD     CLASS II
 AF9978
 AF9978.The horizontal coordinates were established by GPS observations
 AF9978.and adjusted by the National Geodetic Survey in December 2002..
 AF9978
 AF9978.The orthometric height was determined by GPS observations and a
 AF9978.high-resolution geoid model.
 AF9978
 AF9978.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9978
 AF9978.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9978
 AF9978.The ellipsoidal height was determined by GPS observations
 AF9978.and is referenced to NAD 83.
 AF9978
 AF9978.The geoid height was determined by GEOID03.
 AF9978
 AF9978;                    North         East     Units Scale Factor Converg.
 AF9978;SPC WI N     -   121,603.834   509,144.296   MT  0.99994649   -0 51 00.3
 AF9978;SPC WI N     -   398,961.91  1,670,417.58   sFT  0.99994649   -0 51 00.3
 AF9978;UTM  15      - 5,123,960.274   640,400.187   MT  0.99984232   +1 18 58.2
 AF9978
 AF9978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9978!SPC WI N     -   0.99993677  x   0.99994649  =   0.99988326
 AF9978!UTM  15      -   0.99993677  x   0.99984232  =   0.99977910
 AF9978
 AF9978                          SUPERSEDED SURVEY CONTROL
 AF9978
 AF9978  NAD 83(1991)-  46 15 16.94024(N)    091 10 42.28102(W) AD(       ) 1
 AF9978  ELLIP H (04/30/98)  403.36   (m)                       GP(       ) 3 2
 AF9978
 AF9978.Superseded values are not recommended for survey control.
 AF9978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9978.See file dsdata.txt to determine how the superseded data were derived.
 AF9978
 AF9978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM4040023960(NAD 83)
 AF9978_MARKER: DB = BENCH MARK 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 = OCTOBER  7, 2006
 QM0820 ***********************************************************************
 QM0820  DESIGNATION -  3214E03S GPS 0008
 QM0820  PID         -  QM0820
 QM0820  STATE/COUNTY-  WI/LANGLADE
 QM0820  USGS QUAD   -  RESERVOIR POND (1972)
 QM0820
 QM0820                         *CURRENT SURVEY CONTROL
 QM0820  ___________________________________________________________________
 QM0820* NAD 83(1997)-  45 17 27.35339(N)    088 44 12.96059(W)     ADJUSTED  
 QM0820* NAVD 88     -       441.9    (meters)    1450.     (feet)  VERTCON   
 QM0820  ___________________________________________________________________
 QM0820  X           -      99,081.807 (meters)                     COMP
 QM0820  Y           -  -4,493,864.515 (meters)                     COMP
 QM0820  Z           -   4,510,442.075 (meters)                     COMP
 QM0820  LAPLACE CORR-          -4.77  (seconds)                    DEFLEC99
 QM0820  ELLIP HEIGHT-         406.98  (meters)          (06/17/02) GPS OBS
 QM0820  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 QM0820
 QM0820  HORZ ORDER  -  FIRST
 QM0820  ELLP ORDER  -  THIRD     CLASS II
 QM0820
 QM0820.The horizontal coordinates were established by GPS observations
 QM0820.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0820
 QM0820.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0820
 QM0820.The ellipsoidal height was determined by GPS observations
 QM0820.and is referenced to NAD 83.
 QM0820
 QM0820.The geoid height was determined by GEOID03.
 QM0820
 QM0820;                    North         East     Units Scale Factor Converg.
 QM0820;SPC WI C     -   162,740.692   699,076.245   MT  0.99996688   +0 53 28.3
 QM0820;SPC WI C     -   533,925.09  2,293,552.65   sFT  0.99996688   +0 53 28.3
 QM0820;UTM  16      - 5,016,737.468   363,797.814   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  =   0.99990308
 QM0820!UTM  16      -   0.99993620  x   0.99982809  =   0.99976430
 QM0820
 QM0820                          SUPERSEDED SURVEY CONTROL
 QM0820
 QM0820  NAD 83(1991)-  45 17 27.35343(N)    088 44 12.95949(W) AD(       ) 1
 QM0820  ELLIP H (10/12/93)  406.94   (m)                       GP(       ) 3 2
 QM0820  NGVD 29 (10/12/93)  441.9    (m)         1450.     (f) GPS OBS        
 QM0820
 QM0820.Superseded values are not recommended for survey control.
 QM0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0820.See file dsdata.txt to determine how the superseded data were derived.
 QM0820
 QM0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR6379816737(NAD 83)
 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 = OCTOBER  7, 2006
 QM0816 ***********************************************************************
 QM0816  DESIGNATION -  3216E23S GPS 0009
 QM0816  PID         -  QM0816
 QM0816  STATE/COUNTY-  WI/OCONTO
 QM0816  USGS QUAD   -  MOUNTAIN (1973)
 QM0816
 QM0816                         *CURRENT SURVEY CONTROL
 QM0816  ___________________________________________________________________
 QM0816* NAD 83(1997)-  45 13 57.42674(N)    088 28 14.32484(W)     ADJUSTED  
 QM0816* NAVD 88     -       337.8    (meters)    1108.     (feet)  VERTCON   
 QM0816  ___________________________________________________________________
 QM0816  X           -     120,087.236 (meters)                     COMP
 QM0816  Y           -  -4,497,883.874 (meters)                     COMP
 QM0816  Z           -   4,505,805.858 (meters)                     COMP
 QM0816  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 QM0816  ELLIP HEIGHT-         302.26  (meters)          (06/17/02) GPS OBS
 QM0816  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 QM0816
 QM0816  HORZ ORDER  -  FIRST
 QM0816  ELLP ORDER  -  THIRD     CLASS II
 QM0816
 QM0816.The horizontal coordinates were established by GPS observations
 QM0816.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0816
 QM0816.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0816
 QM0816.The ellipsoidal height was determined by GPS observations
 QM0816.and is referenced to NAD 83.
 QM0816
 QM0816.The geoid height was determined by GEOID03.
 QM0816
 QM0816;                    North         East     Units Scale Factor Converg.
 QM0816;SPC WI C     -   156,620.497   720,083.916   MT  0.99996003   +1 04 44.7
 QM0816;SPC WI C     -   513,845.75  2,362,475.31   sFT  0.99996003   +1 04 44.7
 QM0816;UTM  16      - 5,009,843.857   384,560.667   MT  0.99976385   -1 02 39.2
 QM0816
 QM0816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0816!SPC WI C     -   0.99995261  x   0.99996003  =   0.99991265
 QM0816!UTM  16      -   0.99995261  x   0.99976385  =   0.99971647
 QM0816
 QM0816                          SUPERSEDED SURVEY CONTROL
 QM0816
 QM0816  NAD 83(1991)-  45 13 57.42677(N)    088 28 14.32393(W) AD(       ) 1
 QM0816  ELLIP H (10/12/93)  302.22   (m)                       GP(       ) 3 2
 QM0816  NGVD 29 (10/12/93)  337.8    (m)         1108.     (f) GPS OBS        
 QM0816
 QM0816.Superseded values are not recommended for survey control.
 QM0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0816.See file dsdata.txt to determine how the superseded data were derived.
 QM0816
 QM0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8456109844(NAD 83)
 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 = OCTOBER  7, 2006
 QM0815 ***********************************************************************
 QM0815  DESIGNATION -  3217E11S GPS 0010
 QM0815  PID         -  QM0815
 QM0815  STATE/COUNTY-  WI/OCONTO
 QM0815  USGS QUAD   -  THUNDER MOUNTAIN (1972)
 QM0815
 QM0815                         *CURRENT SURVEY CONTROL
 QM0815  ___________________________________________________________________
 QM0815* NAD 83(1997)-  45 15 44.10317(N)    088 20 31.86273(W)     ADJUSTED  
 QM0815* NAVD 88     -       296.6    (meters)     973.     (feet)  VERTCON   
 QM0815  ___________________________________________________________________
 QM0815  X           -     130,103.038 (meters)                     COMP
 QM0815  Y           -  -4,495,236.528 (meters)                     COMP
 QM0815  Z           -   4,508,095.323 (meters)                     COMP
 QM0815  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 QM0815  ELLIP HEIGHT-         261.10  (meters)          (06/17/02) GPS OBS
 QM0815  GEOID HEIGHT-         -35.64  (meters)                     GEOID03
 QM0815
 QM0815  HORZ ORDER  -  FIRST
 QM0815  ELLP ORDER  -  THIRD     CLASS II
 QM0815
 QM0815.The horizontal coordinates were established by GPS observations
 QM0815.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0815
 QM0815.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0815
 QM0815.The ellipsoidal height was determined by GPS observations
 QM0815.and is referenced to NAD 83.
 QM0815
 QM0815.The geoid height was determined by GEOID03.
 QM0815
 QM0815;                    North         East     Units Scale Factor Converg.
 QM0815;SPC WI C     -   160,110.867   730,102.074   MT  0.99996338   +1 10 11.0
 QM0815;SPC WI C     -   525,297.07  2,395,343.22   sFT  0.99996338   +1 10 11.0
 QM0815;UTM  16      - 5,012,960.004   394,699.115   MT  0.99973634   -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   0.99973634  =   0.99969542
 QM0815
 QM0815                          SUPERSEDED SURVEY CONTROL
 QM0815
 QM0815  NAD 83(1991)-  45 15 44.10320(N)    088 20 31.86181(W) AD(       ) 1
 QM0815  ELLIP H (10/12/93)  261.07   (m)                       GP(       ) 3 2
 QM0815  NGVD 29 (10/12/93)  296.7    (m)          973.     (f) GPS OBS        
 QM0815
 QM0815.Superseded values are not recommended for survey control.
 QM0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0815.See file dsdata.txt to determine how the superseded data were derived.
 QM0815
 QM0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR9469912960(NAD 83)
 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 = OCTOBER  7, 2006
 DH5397 ***********************************************************************
 DH5397  DESIGNATION -  33 151W
 DH5397  PID         -  DH5397
 DH5397  STATE/COUNTY-  WI/MONROE
 DH5397  USGS QUAD   -  ONTARIO (1983)
 DH5397
 DH5397                         *CURRENT SURVEY CONTROL
 DH5397  ___________________________________________________________________
 DH5397* NAD 83(1997)-  43 43 40.81688(N)    090 30 11.07278(W)     ADJUSTED  
 DH5397* NAVD 88     -                                                        
 DH5397  ___________________________________________________________________
 DH5397  X           -     -40,534.848 (meters)                     COMP
 DH5397  Y           -  -4,616,433.826 (meters)                     COMP
 DH5397  Z           -   4,386,487.713 (meters)                     COMP
 DH5397  LAPLACE CORR-          -5.96  (seconds)                    DEFLEC99
 DH5397  ELLIP HEIGHT-         267.96  (meters)          (08/01/05) GPS OBS
 DH5397  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 DH5397
 DH5397  HORZ ORDER  -  FIRST
 DH5397  ELLP ORDER  -  SECOND    CLASS I
 DH5397
 DH5397.The horizontal coordinates were established by GPS observations
 DH5397.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5397
 DH5397
 DH5397.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5397
 DH5397.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5397
 DH5397.The ellipsoidal height was determined by GPS observations
 DH5397.and is referenced to NAD 83.
 DH5397
 DH5397.The geoid height was determined by GEOID03.
 DH5397
 DH5397;                    North         East     Units Scale Factor Converg.
 DH5397;SPC WI S     -   192,089.087   559,468.654   MT  0.99994878   -0 20 44.4
 DH5397;SPC WI S     -   630,212.28  1,835,523.41   sFT  0.99994878   -0 20 44.4
 DH5397;UTM  15      - 4,844,693.629   701,103.873   MT  1.00009747   +1 43 35.5
 DH5397
 DH5397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5397!SPC WI S     -   0.99995798  x   0.99994878  =   0.99990677
 DH5397!UTM  15      -   0.99995798  x   1.00009747  =   1.00005545
 DH5397
 DH5397                          SUPERSEDED SURVEY CONTROL
 DH5397
 DH5397.No superseded survey control is available for this station.
 DH5397
 DH5397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0110444694(NAD 83)
 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 - March 11, 2003
 DH5397
 DH5397  HISTORY     - Date     Condition        Report By
 DH5397  HISTORY     - 1997     MONUMENTED       WI-081
 DH5397  HISTORY     - 20030311 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5396 ***********************************************************************
 DH5396  DESIGNATION -  33 161E
 DH5396  PID         -  DH5396
 DH5396  STATE/COUNTY-  WI/MONROE
 DH5396  USGS QUAD   -  KENDALL EAST (1983)
 DH5396
 DH5396                         *CURRENT SURVEY CONTROL
 DH5396  ___________________________________________________________________
 DH5396* NAD 83(1997)-  43 49 08.90203(N)    090 22 26.40450(W)     ADJUSTED  
 DH5396* NAVD 88     -                                                        
 DH5396  ___________________________________________________________________
 DH5396  X           -     -30,089.358 (meters)                     COMP
 DH5396  Y           -  -4,609,526.625 (meters)                     COMP
 DH5396  Z           -   4,393,817.359 (meters)                     COMP
 DH5396  LAPLACE CORR-          -7.40  (seconds)                    DEFLEC99
 DH5396  ELLIP HEIGHT-         293.55  (meters)          (08/01/05) GPS OBS
 DH5396  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 DH5396
 DH5396  HORZ ORDER  -  FIRST
 DH5396  ELLP ORDER  -  SECOND    CLASS I
 DH5396
 DH5396.The horizontal coordinates were established by GPS observations
 DH5396.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5396
 DH5396
 DH5396.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5396
 DH5396.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5396
 DH5396.The ellipsoidal height was determined by GPS observations
 DH5396.and is referenced to NAD 83.
 DH5396
 DH5396.The geoid height was determined by GEOID03.
 DH5396
 DH5396;                    North         East     Units Scale Factor Converg.
 DH5396;SPC WI S     -   202,159.612   569,913.142   MT  0.99995911   -0 15 25.1
 DH5396;SPC WI S     -   663,251.99  1,869,790.03   sFT  0.99995911   -0 15 25.1
 DH5396;UTM  15      - 4,855,137.312   711,178.768   MT  1.00014855   +1 49 07.9
 DH5396
 DH5396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5396!SPC WI S     -   0.99995397  x   0.99995911  =   0.99991308
 DH5396!UTM  15      -   0.99995397  x   1.00014855  =   1.00010251
 DH5396
 DH5396                          SUPERSEDED SURVEY CONTROL
 DH5396
 DH5396.No superseded survey control is available for this station.
 DH5396
 DH5396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ1117955137(NAD 83)
 DH5396_MARKER: DD = SURVEY DISK
 DH5396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5396_STAMPING: 33-161E 1997
 DH5396_MARK LOGO: WI-081
 DH5396_PROJECTION: FLUSH
 DH5396_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5396+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2003
 DH5396
 DH5396  HISTORY     - Date     Condition        Report By
 DH5396  HISTORY     - 1997     MONUMENTED       WI-081
 DH5396  HISTORY     - 20030305 GOOD             WIDT
 DH5396
 DH5396                          STATION DESCRIPTION
 DH5396
 DH5396'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5396'THE STATION IS LOCATED ABOUT 18 KM SOUTHWEST OF NEW LISBON AND 3 KM
 DH5396'NORTH OF KENDALL.   OWNERSHIP--MONROE COUNTY.  TO REACH THE STATION
 DH5396'FROM THE JUNCTION OF STATE HIGHWAY  71 WITH COUNTY HIGHWAY W AT THE
 DH5396'INTERSECTION OF RAILROAD STREET WITH WHITE STREET IN  THE VILLAGE OF
 DH5396'KENDALL, GO NORTH ON COUNTY HIGHWAY W FOR 3.0 KM TO COUNTY HIGHWAY N
 DH5396'ON THE LEFT AND THE STATION OF THE LEFT.  THE STATION IS A BRONZE
 DH5396'MONROE COUNTY  GEODETIC CONTROL MARK DISK SET IN THE TOP OF A 45-CM
 DH5396'DIAMETER ROUND CONCRETE POST AND  IS  ABOUT LEVEL WITH THE HIGHWAY
 DH5396'PAVEMENT.  THE STATION IS 10.2 M NORTH-NORTHEAST OF THE  CENTERLINE OF
 DH5396'COUNTY HIGHWAY N, 18.5 M WEST OF THE CENTERLINE OF COUNTY HIGHWAY W,
 DH5396'16.7  M SOUTHWEST OF THE TOP CENTER OF THE WEST END OF A 30-CM
 DH5396'DIAMETER CORRUGATED METAL  CULVERT PIPE AND 1.0 M WEST, EAST, SOUTH OF
 DH5396'THREE ORANGE 4X4 PLASTIC WITNESS POSTS.  ---NOTE---THIS  STATION HAS
 DH5396'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH5396'HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5400 ***********************************************************************
 DH5400  DESIGNATION -  33 173W
 DH5400  PID         -  DH5400
 DH5400  STATE/COUNTY-  WI/MONROE
 DH5400  USGS QUAD   -  CITY ROCK (1983)
 DH5400
 DH5400                         *CURRENT SURVEY CONTROL
 DH5400  ___________________________________________________________________
 DH5400* NAD 83(1997)-  43 53 57.40502(N)    090 44 34.61027(W)     ADJUSTED  
 DH5400* NAVD 88     -                                                        
 DH5400  ___________________________________________________________________
 DH5400  X           -     -59,690.120 (meters)                     COMP
 DH5400  Y           -  -4,603,018.667 (meters)                     COMP
 DH5400  Z           -   4,400,190.696 (meters)                     COMP
 DH5400  LAPLACE CORR-          -5.94  (seconds)                    DEFLEC99
 DH5400  ELLIP HEIGHT-         225.27  (meters)          (08/01/05) GPS OBS
 DH5400  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 DH5400
 DH5400  HORZ ORDER  -  FIRST
 DH5400  ELLP ORDER  -  SECOND    CLASS I
 DH5400
 DH5400.The horizontal coordinates were established by GPS observations
 DH5400.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5400
 DH5400
 DH5400.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5400
 DH5400.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5400
 DH5400.The ellipsoidal height was determined by GPS observations
 DH5400.and is referenced to NAD 83.
 DH5400
 DH5400.The geoid height was determined by GEOID03.
 DH5400
 DH5400;                    North         East     Units Scale Factor Converg.
 DH5400;SPC WI S     -   211,262.004   540,312.875   MT  0.99997030   -0 30 37.7
 DH5400;SPC WI S     -   693,115.42  1,772,676.49   sFT  0.99997030   -0 30 37.7
 DH5400;UTM  15      - 4,863,162.365   681,264.911   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                          SUPERSEDED SURVEY CONTROL
 DH5400
 DH5400.No superseded survey control is available for this station.
 DH5400
 DH5400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ8126563162(NAD 83)
 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 - February 27, 2003
 DH5400
 DH5400  HISTORY     - Date     Condition        Report By
 DH5400  HISTORY     - 1996     MONUMENTED       WI-081
 DH5400  HISTORY     - 20030227 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0814 ***********************************************************************
 QM0814  DESIGNATION -  3317E07S GPS 0011
 QM0814  PID         -  QM0814
 QM0814  STATE/COUNTY-  WI/OCONTO
 QM0814  USGS QUAD   -  WHEELER LAKE (1972)
 QM0814
 QM0814                         *CURRENT SURVEY CONTROL
 QM0814  ___________________________________________________________________
 QM0814* NAD 83(1997)-  45 20 48.53860(N)    088 24 30.90656(W)     ADJUSTED  
 QM0814* NAVD 88     -       361.2    (meters)    1185.     (feet)  VERTCON   
 QM0814  ___________________________________________________________________
 QM0814  X           -     124,709.063 (meters)                     COMP
 QM0814  Y           -  -4,488,751.274 (meters)                     COMP
 QM0814  Z           -   4,514,752.015 (meters)                     COMP
 QM0814  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 QM0814  ELLIP HEIGHT-         325.99  (meters)          (06/17/02) GPS OBS
 QM0814  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 QM0814
 QM0814  HORZ ORDER  -  FIRST
 QM0814  ELLP ORDER  -  THIRD     CLASS II
 QM0814
 QM0814.The horizontal coordinates were established by GPS observations
 QM0814.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0814
 QM0814.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0814
 QM0814.The ellipsoidal height was determined by GPS observations
 QM0814.and is referenced to NAD 83.
 QM0814
 QM0814.The geoid height was determined by GEOID03.
 QM0814
 QM0814;                    North         East     Units Scale Factor Converg.
 QM0814;SPC WI C     -   169,402.920   724,707.563   MT  0.99997442   +1 07 22.3
 QM0814;SPC WI C     -   555,782.75  2,377,644.73   sFT  0.99997442   +1 07 22.3
 QM0814;SPC WI N     -    21,272.146   724,716.272   MT  1.00004716   +1 08 52.8
 QM0814;SPC WI N     -    69,790.37  2,377,673.30   sFT  1.00004716   +1 08 52.8
 QM0814;UTM  16      - 5,022,443.472   389,653.849   MT  0.99974971   -1 00 07.7
 QM0814
 QM0814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0814!SPC WI C     -   0.99994889  x   0.99997442  =   0.99992332
 QM0814!SPC WI N     -   0.99994889  x   1.00004716  =   0.99999605
 QM0814!UTM  16      -   0.99994889  x   0.99974971  =   0.99969862
 QM0814
 QM0814                          SUPERSEDED SURVEY CONTROL
 QM0814
 QM0814  NAD 83(1991)-  45 20 48.53862(N)    088 24 30.90566(W) AD(       ) 1
 QM0814  ELLIP H (10/12/93)  325.95   (m)                       GP(       ) 3 2
 QM0814  NGVD 29 (10/12/93)  361.2    (m)         1185.     (f) GPS OBS        
 QM0814
 QM0814.Superseded values are not recommended for survey control.
 QM0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0814.See file dsdata.txt to determine how the superseded data were derived.
 QM0814
 QM0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8965422443(NAD 83)
 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 = OCTOBER  7, 2006
 PN0330 ***********************************************************************
 PN0330  DESIGNATION -  334 R
 PN0330  PID         -  PN0330
 PN0330  STATE/COUNTY-  WI/SHAWANO
 PN0330  USGS QUAD   -  SHAWANO (1982)
 PN0330
 PN0330                         *CURRENT SURVEY CONTROL
 PN0330  ___________________________________________________________________
 PN0330* NAD 83(1986)-  44 46 55.     (N)    088 37 13.     (W)     SCALED    
 PN0330* NAVD 88     -       248.401  (meters)     814.96   (feet)  ADJUSTED  
 PN0330  ___________________________________________________________________
 PN0330  GEOID HEIGHT-         -36.09  (meters)                     GEOID03
 PN0330  DYNAMIC HT  -         248.369 (meters)     814.86  (feet)  COMP
 PN0330  MODELED GRAV-     980,483.0   (mgal)                       NAVD 88
 PN0330
 PN0330  VERT ORDER  -  SECOND    CLASS 0
 PN0330
 PN0330.The horizontal coordinates were scaled from a topographic map and have
 PN0330.an estimated accuracy of +/- 6 seconds.
 PN0330
 PN0330.The orthometric height was determined by differential leveling
 PN0330.and adjusted by the National Geodetic Survey in June 1991..
 PN0330
 PN0330.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0330.See file dsdata.txt to determine how the superseded data were derived.
 PN0330
 PN0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ718600(NAD 83)
 PN0330_MARKER: X = CHISELED CROSS
 PN0330_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PN0330_SP_SET: SIDEWALK
 PN0330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PN0330
 PN0330  HISTORY     - Date     Condition        Report By
 PN0330  HISTORY     - UNK      MONUMENTED       DOD
 PN0330  HISTORY     - 1934     GOOD             NGS
 PN0330  HISTORY     - 20020727 MARK NOT FOUND   GEOCAC
 PN0330
 PN0330                          STATION DESCRIPTION
 PN0330
 PN0330'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 QM0823 ***********************************************************************
 QM0823  DESIGNATION -  3414E19S GPS 0012
 QM0823  PID         -  QM0823
 QM0823  STATE/COUNTY-  WI/FOREST
 QM0823  USGS QUAD   -  ROBERTS LAKE (1973)
 QM0823
 QM0823                         *CURRENT SURVEY CONTROL
 QM0823  ___________________________________________________________________
 QM0823* NAD 83(1997)-  45 25 13.04043(N)    088 46 55.13619(W)     ADJUSTED  
 QM0823* NAVD 88     -       478.6    (meters)    1570.     (feet)  VERTCON   
 QM0823  ___________________________________________________________________
 QM0823  X           -      95,331.592 (meters)                     COMP
 QM0823  Y           -  -4,483,740.202 (meters)                     COMP
 QM0823  Z           -   4,520,571.858 (meters)                     COMP
 QM0823  LAPLACE CORR-          -5.91  (seconds)                    DEFLEC99
 QM0823  ELLIP HEIGHT-         444.35  (meters)          (06/17/02) GPS OBS
 QM0823  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 QM0823
 QM0823  HORZ ORDER  -  FIRST
 QM0823  ELLP ORDER  -  THIRD     CLASS II
 QM0823
 QM0823.The horizontal coordinates were established by GPS observations
 QM0823.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0823
 QM0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0823
 QM0823.The ellipsoidal height was determined by GPS observations
 QM0823.and is referenced to NAD 83.
 QM0823
 QM0823.The geoid height was determined by GEOID03.
 QM0823
 QM0823;                    North         East     Units Scale Factor Converg.
 QM0823;SPC WI N     -    28,919.668   695,331.246   MT  1.00002979   +0 52 43.1
 QM0823;SPC WI N     -    94,880.61  2,281,265.93   sFT  1.00002979   +0 52 43.1
 QM0823;SPC WI C     -   177,061.374   695,327.214   MT  0.99998579   +0 51 33.9
 QM0823;SPC WI C     -   580,908.86  2,281,252.70   sFT  0.99998579   +0 51 33.9
 QM0823;UTM  16      - 5,031,185.388   360,583.412   MT  0.99983898   -1 16 10.1
 QM0823
 QM0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0823!SPC WI N     -   0.99993034  x   1.00002979  =   0.99996013
 QM0823!SPC WI C     -   0.99993034  x   0.99998579  =   0.99991613
 QM0823!UTM  16      -   0.99993034  x   0.99983898  =   0.99976933
 QM0823
 QM0823                          SUPERSEDED SURVEY CONTROL
 QM0823
 QM0823  NAD 83(1991)-  45 25 13.04045(N)    088 46 55.13500(W) AD(       ) 1
 QM0823  ELLIP H (10/12/93)  444.32   (m)                       GP(       ) 3 2
 QM0823  NGVD 29 (10/12/93)  478.6    (m)         1570.     (f) GPS OBS        
 QM0823
 QM0823.Superseded values are not recommended for survey control.
 QM0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0823.See file dsdata.txt to determine how the superseded data were derived.
 QM0823
 QM0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR6058331185(NAD 83)
 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 = OCTOBER  7, 2006
 QM0822 ***********************************************************************
 QM0822  DESIGNATION -  3416E15S GPS 0014
 QM0822  PID         -  QM0822
 QM0822  STATE/COUNTY-  WI/FOREST
 QM0822  USGS QUAD   -  MC CASLIN MOUNTAIN (1972)
 QM0822
 QM0822                         *CURRENT SURVEY CONTROL
 QM0822  ___________________________________________________________________
 QM0822* NAD 83(1997)-  45 25 17.33583(N)    088 28 03.81549(W)     ADJUSTED  
 QM0822* NAVD 88     -       401.6    (meters)    1318.     (feet)  VERTCON   
 QM0822  ___________________________________________________________________
 QM0822  X           -     119,918.459 (meters)                     COMP
 QM0822  Y           -  -4,483,000.979 (meters)                     COMP
 QM0822  Z           -   4,520,609.632 (meters)                     COMP
 QM0822  LAPLACE CORR-          -4.26  (seconds)                    DEFLEC99
 QM0822  ELLIP HEIGHT-         366.70  (meters)          (06/17/02) GPS OBS
 QM0822  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 QM0822
 QM0822  HORZ ORDER  -  FIRST
 QM0822  ELLP ORDER  -  THIRD     CLASS II
 QM0822
 QM0822.The horizontal coordinates were established by GPS observations
 QM0822.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0822
 QM0822.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0822
 QM0822.The ellipsoidal height was determined by GPS observations
 QM0822.and is referenced to NAD 83.
 QM0822
 QM0822.The geoid height was determined by GEOID03.
 QM0822
 QM0822;                    North         East     Units Scale Factor Converg.
 QM0822;SPC WI N     -    29,478.094   719,921.972   MT  1.00002952   +1 06 19.2
 QM0822;SPC WI N     -    96,712.71  2,361,944.00   sFT  1.00002952   +1 06 19.2
 QM0822;UTM  16      - 5,030,821.179   385,172.116   MT  0.99976212   -1 02 44.0
 QM0822
 QM0822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0822!SPC WI N     -   0.99994251  x   1.00002952  =   0.99997203
 QM0822!UTM  16      -   0.99994251  x   0.99976212  =   0.99970465
 QM0822
 QM0822                          SUPERSEDED SURVEY CONTROL
 QM0822
 QM0822  NAD 83(1991)-  45 25 17.33580(N)    088 28 03.81449(W) AD(       ) 1
 QM0822  ELLIP H (10/12/93)  366.67   (m)                       GP(       ) 3 2
 QM0822  NGVD 29 (10/12/93)  401.6    (m)         1318.     (f) GPS OBS        
 QM0822
 QM0822.Superseded values are not recommended for survey control.
 QM0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0822.See file dsdata.txt to determine how the superseded data were derived.
 QM0822
 QM0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8517230821(NAD 83)
 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 = OCTOBER  7, 2006
 DH5409 ***********************************************************************
 DH5409  DESIGNATION -  35 182W
 DH5409  PID         -  DH5409
 DH5409  STATE/COUNTY-  WI/MONROE
 DH5409  USGS QUAD   -  TOMAH (1983)
 DH5409
 DH5409                         *CURRENT SURVEY CONTROL
 DH5409  ___________________________________________________________________
 DH5409* NAD 83(1997)-  43 59 10.29449(N)    090 35 15.82733(W)     ADJUSTED  
 DH5409* NAVD 88     -                                                        
 DH5409  ___________________________________________________________________
 DH5409  X           -     -47,152.150 (meters)                     COMP
 DH5409  Y           -  -4,596,541.439 (meters)                     COMP
 DH5409  Z           -   4,407,220.885 (meters)                     COMP
 DH5409  LAPLACE CORR-          -6.24  (seconds)                    DEFLEC99
 DH5409  ELLIP HEIGHT-         335.45  (meters)          (08/01/05) GPS OBS
 DH5409  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 DH5409
 DH5409  HORZ ORDER  -  FIRST
 DH5409  ELLP ORDER  -  SECOND    CLASS I
 DH5409
 DH5409.The horizontal coordinates were established by GPS observations
 DH5409.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5409
 DH5409
 DH5409.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5409
 DH5409.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5409
 DH5409.The ellipsoidal height was determined by GPS observations
 DH5409.and is referenced to NAD 83.
 DH5409
 DH5409.The geoid height was determined by GEOID03.
 DH5409
 DH5409;                    North         East     Units Scale Factor Converg.
 DH5409;SPC WI S     -   220,819.132   552,850.613   MT  0.99998465   -0 24 13.8
 DH5409;SPC WI S     -   724,470.77  1,813,810.72   sFT  0.99998465   -0 24 13.8
 DH5409;UTM  15      - 4,873,168.321   693,448.572   MT  1.00006028   +1 40 32.9
 DH5409
 DH5409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5409!SPC WI S     -   0.99994740  x   0.99998465  =   0.99993205
 DH5409!UTM  15      -   0.99994740  x   1.00006028  =   1.00000768
 DH5409
 DH5409                          SUPERSEDED SURVEY CONTROL
 DH5409
 DH5409.No superseded survey control is available for this station.
 DH5409
 DH5409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9344973168(NAD 83)
 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 SUITABLE FOR
 DH5409+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2003
 DH5409
 DH5409  HISTORY     - Date     Condition        Report By
 DH5409  HISTORY     - 1997     MONUMENTED       WI-081
 DH5409  HISTORY     - 20030303 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0326 ***********************************************************************
 NG0326  DESIGNATION -  35 422
 NG0326  PID         -  NG0326
 NG0326  STATE/COUNTY-  WI/RACINE
 NG0326  USGS QUAD   -  FRANKSVILLE (1994)
 NG0326
 NG0326                         *CURRENT SURVEY CONTROL
 NG0326  ___________________________________________________________________
 NG0326* NAD 83(1986)-  42 48 51.     (N)    087 54 52.     (W)     SCALED    
 NG0326* NAVD 88     -       219.666  (meters)     720.69   (feet)  ADJUSTED  
 NG0326  ___________________________________________________________________
 NG0326  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 NG0326  DYNAMIC HT  -         219.603 (meters)     720.48  (feet)  COMP
 NG0326  MODELED GRAV-     980,333.1   (mgal)                       NAVD 88
 NG0326
 NG0326  VERT ORDER  -  FIRST     CLASS 0
 NG0326
 NG0326.The horizontal coordinates were scaled from a topographic map and have
 NG0326.an estimated accuracy of +/- 6 seconds.
 NG0326
 NG0326.The orthometric height was determined by differential leveling
 NG0326.and adjusted by the National Geodetic Survey in June 1991..
 NG0326
 NG0326.The geoid height was determined by GEOID03.
 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     -    92,580.      770,550.      MT  (+/- 180 meters Scaled)
 NG0326
 NG0326                          SUPERSEDED SURVEY CONTROL
 NG0326
 NG0326.No superseded survey control is available for this station.
 NG0326
 NG0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN252405(NAD 83)
 NG0326_MARKER: DD = SURVEY DISK
 NG0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0326_SP_SET: 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0825 ***********************************************************************
 QM0825  DESIGNATION -  3515E15S GPS 0015
 QM0825  PID         -  QM0825
 QM0825  STATE/COUNTY-  WI/FOREST
 QM0825  USGS QUAD   -  BLACKWELL (1972)
 QM0825
 QM0825                         *CURRENT SURVEY CONTROL
 QM0825  ___________________________________________________________________
 QM0825* NAD 83(1997)-  45 31 02.12015(N)    088 36 44.19787(W)     ADJUSTED  
 QM0825* NAVD 88     -       446.5    (meters)    1465.     (feet)  VERTCON   
 QM0825  ___________________________________________________________________
 QM0825  X           -     108,424.989 (meters)                     COMP
 QM0825  Y           -  -4,475,734.915 (meters)                     COMP
 QM0825  Z           -   4,528,107.404 (meters)                     COMP
 QM0825  LAPLACE CORR-          -5.04  (seconds)                    DEFLEC99
 QM0825  ELLIP HEIGHT-         412.34  (meters)          (06/17/02) GPS OBS
 QM0825  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 QM0825
 QM0825  HORZ ORDER  -  FIRST
 QM0825  ELLP ORDER  -  THIRD     CLASS II
 QM0825
 QM0825.The horizontal coordinates were established by GPS observations
 QM0825.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0825
 QM0825.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0825
 QM0825.The ellipsoidal height was determined by GPS observations
 QM0825.and is referenced to NAD 83.
 QM0825
 QM0825.The geoid height was determined by GEOID03.
 QM0825
 QM0825;                    North         East     Units Scale Factor Converg.
 QM0825;SPC WI N     -    39,913.066   708,424.088   MT  1.00000934   +1 00 03.8
 QM0825;SPC WI N     -   130,948.12  2,324,221.36   sFT  1.00000934   +1 00 03.8
 QM0825;UTM  16      - 5,041,677.769   374,076.699   MT  0.99979495   -1 09 01.6
 QM0825
 QM0825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0825!SPC WI N     -   0.99993536  x   1.00000934  =   0.99994470
 QM0825!UTM  16      -   0.99993536  x   0.99979495  =   0.99973032
 QM0825
 QM0825                          SUPERSEDED SURVEY CONTROL
 QM0825
 QM0825  NAD 83(1991)-  45 31 02.12017(N)    088 36 44.19670(W) AD(       ) 1
 QM0825  ELLIP H (10/12/93)  412.31   (m)                       GP(       ) 3 2
 QM0825  NGVD 29 (10/12/93)  446.5    (m)         1465.     (f) GPS OBS        
 QM0825
 QM0825.Superseded values are not recommended for survey control.
 QM0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0825.See file dsdata.txt to determine how the superseded data were derived.
 QM0825
 QM0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR7407741678(NAD 83)
 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 = OCTOBER  7, 2006
 QM0826 ***********************************************************************
 QM0826  DESIGNATION -  3516E13S GPS 0016
 QM0826  PID         -  QM0826
 QM0826  STATE/COUNTY-  WI/FOREST
 QM0826  USGS QUAD   -  GOODMAN SW (1972)
 QM0826
 QM0826                         *CURRENT SURVEY CONTROL
 QM0826  ___________________________________________________________________
 QM0826* NAD 83(1997)-  45 30 34.35437(N)    088 25 52.60922(W)     ADJUSTED  
 QM0826* NAVD 88     -       390.8    (meters)    1282.     (feet)  VERTCON   
 QM0826  ___________________________________________________________________
 QM0826  X           -     122,578.897 (meters)                     COMP
 QM0826  Y           -  -4,475,942.137 (meters)                     COMP
 QM0826  Z           -   4,527,466.679 (meters)                     COMP
 QM0826  LAPLACE CORR-          -5.75  (seconds)                    DEFLEC99
 QM0826  ELLIP HEIGHT-         356.26  (meters)          (06/17/02) GPS OBS
 QM0826  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 QM0826
 QM0826  HORZ ORDER  -  FIRST
 QM0826  ELLP ORDER  -  THIRD     CLASS II
 QM0826
 QM0826.The horizontal coordinates were established by GPS observations
 QM0826.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0826
 QM0826.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0826
 QM0826.The ellipsoidal height was determined by GPS observations
 QM0826.and is referenced to NAD 83.
 QM0826
 QM0826.The geoid height was determined by GEOID03.
 QM0826
 QM0826;                    North         East     Units Scale Factor Converg.
 QM0826;SPC WI N     -    39,319.208   722,580.739   MT  1.00001086   +1 07 53.9
 QM0826;SPC WI N     -   128,999.77  2,370,666.97   sFT  1.00001086   +1 07 53.9
 QM0826;UTM  16      - 5,040,552.970   388,197.727   MT  0.99975368   -1 01 16.1
 QM0826
 QM0826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0826!SPC WI N     -   0.99994415  x   1.00001086  =   0.99995501
 QM0826!UTM  16      -   0.99994415  x   0.99975368  =   0.99969784
 QM0826
 QM0826                          SUPERSEDED SURVEY CONTROL
 QM0826
 QM0826  NAD 83(1991)-  45 30 34.35437(N)    088 25 52.60811(W) AD(       ) 1
 QM0826  ELLIP H (10/12/93)  356.23   (m)                       GP(       ) 3 2
 QM0826  NGVD 29 (10/12/93)  390.8    (m)         1282.     (f) GPS OBS        
 QM0826
 QM0826.Superseded values are not recommended for survey control.
 QM0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0826.See file dsdata.txt to determine how the superseded data were derived.
 QM0826
 QM0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8819840553(NAD 83)
 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 = OCTOBER  7, 2006
 DH5382 ***********************************************************************
 DH5382  DESIGNATION -  36 171E
 DH5382  PID         -  DH5382
 DH5382  STATE/COUNTY-  WI/MONROE
 DH5382  USGS QUAD   -  CAMP DOUGLAS (1983)
 DH5382
 DH5382                         *CURRENT SURVEY CONTROL
 DH5382  ___________________________________________________________________
 DH5382* NAD 83(1997)-  43 54 28.64648(N)    090 19 19.40157(W)     ADJUSTED  
 DH5382* NAVD 88     -                                                        
 DH5382  ___________________________________________________________________
 DH5382  X           -     -25,871.916 (meters)                     COMP
 DH5382  Y           -  -4,602,727.557 (meters)                     COMP
 DH5382  Z           -   4,400,946.363 (meters)                     COMP
 DH5382  LAPLACE CORR-          -8.09  (seconds)                    DEFLEC99
 DH5382  ELLIP HEIGHT-         313.09  (meters)          (08/01/05) GPS OBS
 DH5382  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 DH5382
 DH5382  HORZ ORDER  -  FIRST
 DH5382  ELLP ORDER  -  SECOND    CLASS I
 DH5382
 DH5382.The horizontal coordinates were established by GPS observations
 DH5382.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5382
 DH5382
 DH5382.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5382
 DH5382.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5382
 DH5382.The ellipsoidal height was determined by GPS observations
 DH5382.and is referenced to NAD 83.
 DH5382
 DH5382.The geoid height was determined by GEOID03.
 DH5382
 DH5382;                    North         East     Units Scale Factor Converg.
 DH5382;SPC WI S     -   212,010.274   574,130.014   MT  0.99997163   -0 13 16.6
 DH5382;SPC WI S     -   695,570.37  1,883,624.89   sFT  0.99997163   -0 13 16.6
 DH5382;UTM  15      - 4,865,136.299   715,036.516   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                          SUPERSEDED SURVEY CONTROL
 DH5382
 DH5382.No superseded survey control is available for this station.
 DH5382
 DH5382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ1503765136(NAD 83)
 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 - March 05, 2003
 DH5382
 DH5382  HISTORY     - Date     Condition        Report By
 DH5382  HISTORY     - 1997     MONUMENTED       WI-081
 DH5382  HISTORY     - 20030305 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5388 ***********************************************************************
 DH5388  DESIGNATION -  36 172W
 DH5388  PID         -  DH5388
 DH5388  STATE/COUNTY-  WI/MONROE
 DH5388  USGS QUAD   -  TOMAH (1983)
 DH5388
 DH5388                         *CURRENT SURVEY CONTROL
 DH5388  ___________________________________________________________________
 DH5388* NAD 83(1997)-  43 54 36.92159(N)    090 33 06.54453(W)     ADJUSTED  
 DH5388* NAVD 88     -                                                        
 DH5388  ___________________________________________________________________
 DH5388  X           -     -44,327.428 (meters)                     COMP
 DH5388  Y           -  -4,602,416.661 (meters)                     COMP
 DH5388  Z           -   4,401,137.102 (meters)                     COMP
 DH5388  LAPLACE CORR-          -5.79  (seconds)                    DEFLEC99
 DH5388  ELLIP HEIGHT-         322.79  (meters)          (08/01/05) GPS OBS
 DH5388  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 DH5388
 DH5388  HORZ ORDER  -  FIRST
 DH5388  ELLP ORDER  -  SECOND    CLASS I
 DH5388
 DH5388.The horizontal coordinates were established by GPS observations
 DH5388.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5388
 DH5388
 DH5388.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5388
 DH5388.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5388
 DH5388.The ellipsoidal height was determined by GPS observations
 DH5388.and is referenced to NAD 83.
 DH5388
 DH5388.The geoid height was determined by GEOID03.
 DH5388
 DH5388;                    North         East     Units Scale Factor Converg.
 DH5388;SPC WI S     -   212,362.372   555,675.692   MT  0.99997198   -0 22 45.0
 DH5388;SPC WI S     -   696,725.55  1,823,079.33   sFT  0.99997198   -0 22 45.0
 DH5388;UTM  15      - 4,864,818.845   696,578.805   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  =   1.00002469
 DH5388
 DH5388                          SUPERSEDED SURVEY CONTROL
 DH5388
 DH5388.No superseded survey control is available for this station.
 DH5388
 DH5388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9657964819(NAD 83)
 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 - March 03, 2003
 DH5388
 DH5388  HISTORY     - Date     Condition        Report By
 DH5388  HISTORY     - 1997     MONUMENTED       WI-081
 DH5388  HISTORY     - 20030303 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5689 ***********************************************************************
 DH5689  DESIGNATION -  36 181E
 DH5689  PID         -  DH5689
 DH5689  STATE/COUNTY-  WI/MONROE
 DH5689  USGS QUAD   -  CAMP DOUGLAS (1983)
 DH5689
 DH5689                         *CURRENT SURVEY CONTROL
 DH5689  ___________________________________________________________________
 DH5689* NAD 83(1997)-  43 59 33.10131(N)    090 19 12.99846(W)     ADJUSTED  
 DH5689* NAVD 88     -                                                        
 DH5689  ___________________________________________________________________
 DH5689  X           -     -25,692.308 (meters)                     COMP
 DH5689  Y           -  -4,596,158.606 (meters)                     COMP
 DH5689  Z           -   4,407,665.620 (meters)                     COMP
 DH5689  LAPLACE CORR-          -7.16  (seconds)                    DEFLEC99
 DH5689  ELLIP HEIGHT-         246.56  (meters)          (08/01/05) GPS OBS
 DH5689  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 DH5689
 DH5689  HORZ ORDER  -  FIRST
 DH5689  ELLP ORDER  -  SECOND    CLASS I
 DH5689
 DH5689.The horizontal coordinates were established by GPS observations
 DH5689.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5689
 DH5689
 DH5689.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5689
 DH5689.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5689
 DH5689.The ellipsoidal height was determined by GPS observations
 DH5689.and is referenced to NAD 83.
 DH5689
 DH5689.The geoid height was determined by GEOID03.
 DH5689
 DH5689;                    North         East     Units Scale Factor Converg.
 DH5689;SPC WI S     -   221,406.220   574,308.978   MT  0.99998578   -0 13 12.2
 DH5689;SPC WI S     -   726,396.91  1,884,212.04   sFT  0.99998578   -0 13 12.2
 DH5689;UTM  15      - 4,874,534.332   714,874.211   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  =   1.00012923
 DH5689
 DH5689                          SUPERSEDED SURVEY CONTROL
 DH5689
 DH5689.No superseded survey control is available for this station.
 DH5689
 DH5689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ1487474534(NAD 83)
 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 - January 20, 2004
 DH5689
 DH5689  HISTORY     - Date     Condition        Report By
 DH5689  HISTORY     - 2003     MONUMENTED       WI-081
 DH5689  HISTORY     - 20040120 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0824 ***********************************************************************
 QM0824  DESIGNATION -  3614E30S GPS 0017
 QM0824  PID         -  QM0824
 QM0824  STATE/COUNTY-  WI/FOREST
 QM0824  USGS QUAD   -  LAKE LUCERNE (1982)
 QM0824
 QM0824                         *CURRENT SURVEY CONTROL
 QM0824  ___________________________________________________________________
 QM0824* NAD 83(1997)-  45 34 10.80576(N)    088 46 49.08142(W)     ADJUSTED  
 QM0824* NAVD 88     -       488.3    (meters)    1602.     (feet)  VERTCON   
 QM0824  ___________________________________________________________________
 QM0824  X           -      95,211.307 (meters)                     COMP
 QM0824  Y           -  -4,471,905.979 (meters)                     COMP
 QM0824  Z           -   4,532,217.750 (meters)                     COMP
 QM0824  LAPLACE CORR-          -5.71  (seconds)                    DEFLEC99
 QM0824  ELLIP HEIGHT-         454.70  (meters)          (06/17/02) GPS OBS
 QM0824  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 QM0824
 QM0824  HORZ ORDER  -  FIRST
 QM0824  ELLP ORDER  -  THIRD     CLASS II
 QM0824
 QM0824.The horizontal coordinates were established by GPS observations
 QM0824.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0824
 QM0824.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0824
 QM0824.The ellipsoidal height was determined by GPS observations
 QM0824.and is referenced to NAD 83.
 QM0824
 QM0824.The geoid height was determined by GEOID03.
 QM0824
 QM0824;                    North         East     Units Scale Factor Converg.
 QM0824;SPC WI N     -    45,522.192   695,207.928   MT  0.99999946   +0 52 47.5
 QM0824;SPC WI N     -   149,350.72  2,280,861.34   sFT  0.99999946   +0 52 47.5
 QM0824;UTM  16      - 5,047,777.933   361,082.875   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                          SUPERSEDED SURVEY CONTROL
 QM0824
 QM0824  NAD 83(1991)-  45 34 10.80576(N)    088 46 49.08018(W) AD(       ) 1
 QM0824  ELLIP H (10/12/93)  454.67   (m)                       GP(       ) 3 2
 QM0824  NGVD 29 (10/12/93)  488.3    (m)         1602.     (f) GPS OBS        
 QM0824
 QM0824.Superseded values are not recommended for survey control.
 QM0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0824.See file dsdata.txt to determine how the superseded data were derived.
 QM0824
 QM0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR6108347778(NAD 83)
 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 = OCTOBER  7, 2006
 NH0013 ***********************************************************************
 NH0013  DESIGNATION -  37
 NH0013  PID         -  NH0013
 NH0013  STATE/COUNTY-  WI/WAUKESHA
 NH0013  USGS QUAD   -  GENESEE (1976)
 NH0013
 NH0013                         *CURRENT SURVEY CONTROL
 NH0013  ___________________________________________________________________
 NH0013* NAD 83(1986)-  42 59 59.     (N)    088 15 22.     (W)     SCALED    
 NH0013* NAVD 88     -       246.872  (meters)     809.95   (feet)  ADJUSTED  
 NH0013  ___________________________________________________________________
 NH0013  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 NH0013  DYNAMIC HT  -         246.804 (meters)     809.72  (feet)  COMP
 NH0013  MODELED GRAV-     980,342.0   (mgal)                       NAVD 88
 NH0013
 NH0013  VERT ORDER  -  SECOND    CLASS 0
 NH0013
 NH0013.The horizontal coordinates were scaled from a topographic map and have
 NH0013.an estimated accuracy of +/- 6 seconds.
 NH0013
 NH0013.The orthometric height was determined by differential leveling
 NH0013.and adjusted by the National Geodetic Survey in June 1991..
 NH0013
 NH0013.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0013.See file dsdata.txt to determine how the superseded data were derived.
 NH0013
 NH0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN976615(NAD 83)
 NH0013_MARKER: DD = SURVEY DISK
 NH0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0013_STAMPING: 37
 NH0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0013+STABILITY: SURFACE MOTION
 NH0013
 NH0013  HISTORY     - Date     Condition        Report By
 NH0013  HISTORY     - UNK      MONUMENTED       WIGS
 NH0013  HISTORY     - 1934     GOOD             NGS
 NH0013  HISTORY     - 20030319 MARK NOT FOUND   USPSQD
 NH0013
 NH0013                          STATION DESCRIPTION
 NH0013
 NH0013'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 AB8411 ***********************************************************************
 AB8411  DESIGNATION -  37
 AB8411  PID         -  AB8411
 AB8411  STATE/COUNTY-  WI/BURNETT
 AB8411  USGS QUAD   -  TRADE RIVER (1983)
 AB8411
 AB8411                         *CURRENT SURVEY CONTROL
 AB8411  ___________________________________________________________________
 AB8411* NAD 83(1997)-  45 40 18.94645(N)    092 39 20.50445(W)     ADJUSTED  
 AB8411* NAVD 88     -       271.4    (meters)     890.     (feet)  GPS OBS   
 AB8411  ___________________________________________________________________
 AB8411  X           -    -206,865.196 (meters)                     COMP
 AB8411  Y           -  -4,459,853.442 (meters)                     COMP
 AB8411  Z           -   4,540,017.051 (meters)                     COMP
 AB8411  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 AB8411  ELLIP HEIGHT-         244.32  (meters)          (01/30/03) GPS OBS
 AB8411  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AB8411
 AB8411  HORZ ORDER  -  FIRST
 AB8411  ELLP ORDER  -  FOURTH    CLASS I
 AB8411
 AB8411.The horizontal coordinates were established by GPS observations
 AB8411.and adjusted by the National Geodetic Survey in January 2003..
 AB8411
 AB8411.The orthometric height was determined by GPS observations and a
 AB8411.high-resolution geoid model.
 AB8411
 AB8411.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8411
 AB8411.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8411
 AB8411.The ellipsoidal height was determined by GPS observations
 AB8411.and is referenced to NAD 83.
 AB8411
 AB8411.The geoid height was determined by GEOID03.
 AB8411
 AB8411;                    North         East     Units Scale Factor Converg.
 AB8411;SPC WI N     -    59,615.864   393,110.792   MT  0.99998256   -1 54 56.7
 AB8411;SPC WI N     -   195,589.71  1,289,730.99   sFT  0.99998256   -1 54 56.7
 AB8411;UTM  15      - 5,057,655.309   526,817.401   MT  0.99960884   +0 14 46.7
 AB8411
 AB8411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8411!SPC WI N     -   0.99996170  x   0.99998256  =   0.99994426
 AB8411!UTM  15      -   0.99996170  x   0.99960884  =   0.99957055
 AB8411
 AB8411                          SUPERSEDED SURVEY CONTROL
 AB8411
 AB8411  NAD 83(1991)-  45 40 18.94589(N)    092 39 20.50246(W) AD(       ) 1
 AB8411  ELLIP H (12/09/96)  244.35   (m)                       GP(       ) 4 1
 AB8411
 AB8411.Superseded values are not recommended for survey control.
 AB8411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8411.See file dsdata.txt to determine how the superseded data were derived.
 AB8411
 AB8411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2681757655(NAD 83)
 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 = OCTOBER  7, 2006
 ON0211 ***********************************************************************
 ON0211  DESIGNATION -  37 FDR
 ON0211  PID         -  ON0211
 ON0211  STATE/COUNTY-  WI/VERNON
 ON0211  USGS QUAD   -  GENOA (1983)
 ON0211
 ON0211                         *CURRENT SURVEY CONTROL
 ON0211  ___________________________________________________________________
 ON0211* NAD 83(1986)-  43 32 19.     (N)    091 13 36.     (W)     SCALED    
 ON0211* NAVD 88     -       196.127  (meters)     643.46   (feet)  ADJUSTED  
 ON0211  ___________________________________________________________________
 ON0211  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 ON0211  DYNAMIC HT  -         196.090 (meters)     643.34  (feet)  COMP
 ON0211  MODELED GRAV-     980,428.3   (mgal)                       NAVD 88
 ON0211
 ON0211  VERT ORDER  -  FIRST     CLASS I
 ON0211
 ON0211.The horizontal coordinates were scaled from a topographic map and have
 ON0211.an estimated accuracy of +/- 6 seconds.
 ON0211
 ON0211.The orthometric height was determined by differential leveling
 ON0211.and adjusted by the National Geodetic Survey in June 1991..
 ON0211
 ON0211.The geoid height was determined by GEOID03.
 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     -   171,660.      500,860.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0211.See file dsdata.txt to determine how the superseded data were derived.
 ON0211
 ON0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ432221(NAD 83)
 ON0211_MARKER: DD = SURVEY DISK
 ON0211_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ON0211_SP_SET: CULVERT
 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 - April 10, 2001
 ON0211
 ON0211  HISTORY     - Date     Condition        Report By
 ON0211  HISTORY     - 1962     MONUMENTED       USGS
 ON0211  HISTORY     - 1970     GOOD             NGS
 ON0211  HISTORY     - 20010410 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0811 ***********************************************************************
 QM0811  DESIGNATION -  3712E09S GPS 0021
 QM0811  PID         -  QM0811
 QM0811  STATE/COUNTY-  WI/FOREST
 QM0811  USGS QUAD   -  ARGONNE (1965)
 QM0811
 QM0811                         *CURRENT SURVEY CONTROL
 QM0811  ___________________________________________________________________
 QM0811* NAD 83(1997)-  45 42 09.97647(N)    088 59 46.25232(W)     ADJUSTED  
 QM0811* NAVD 88     -       510.4    (meters)    1675.     (feet)  VERTCON   
 QM0811  ___________________________________________________________________
 QM0811  X           -      78,176.271 (meters)                     COMP
 QM0811  Y           -  -4,461,673.822 (meters)                     COMP
 QM0811  Z           -   4,542,578.922 (meters)                     COMP
 QM0811  LAPLACE CORR-          -4.48  (seconds)                    DEFLEC99
 QM0811  ELLIP HEIGHT-         477.84  (meters)          (06/17/02) GPS OBS
 QM0811  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 QM0811
 QM0811  HORZ ORDER  -  FIRST
 QM0811  ELLP ORDER  -  THIRD     CLASS II
 QM0811
 QM0811.The horizontal coordinates were established by GPS observations
 QM0811.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0811
 QM0811.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0811
 QM0811.The ellipsoidal height was determined by GPS observations
 QM0811.and is referenced to NAD 83.
 QM0811
 QM0811.The geoid height was determined by GEOID03.
 QM0811
 QM0811;                    North         East     Units Scale Factor Converg.
 QM0811;SPC WI N     -    60,078.587   678,170.629   MT  0.99997808   +0 43 26.9
 QM0811;SPC WI N     -   197,107.83  2,224,964.81   sFT  0.99997808   +0 43 26.9
 QM0811;UTM  16      - 5,062,962.029   344,606.253   MT  0.99989688   -1 25 44.4
 QM0811
 QM0811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0811!SPC WI N     -   0.99992509  x   0.99997808  =   0.99990317
 QM0811!UTM  16      -   0.99992509  x   0.99989688  =   0.99982198
 QM0811
 QM0811                          SUPERSEDED SURVEY CONTROL
 QM0811
 QM0811  NAD 83(1991)-  45 42 09.97635(N)    088 59 46.25108(W) AD(       ) 1
 QM0811  ELLIP H (10/12/93)  477.78   (m)                       GP(       ) 3 2
 QM0811  NGVD 29 (10/12/93)  510.4    (m)         1675.     (f) GPS OBS        
 QM0811
 QM0811.Superseded values are not recommended for survey control.
 QM0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0811.See file dsdata.txt to determine how the superseded data were derived.
 QM0811
 QM0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR4460662962(NAD 83)
 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 = OCTOBER  7, 2006
 QM0808 ***********************************************************************
 QM0808  DESIGNATION -  3713E02S GPS 0022
 QM0808  PID         -  QM0808
 QM0808  STATE/COUNTY-  WI/FOREST
 QM0808  USGS QUAD   -  CRANDON NE (1981)
 QM0808
 QM0808                         *CURRENT SURVEY CONTROL
 QM0808  ___________________________________________________________________
 QM0808* NAD 83(1997)-  45 43 10.24297(N)    088 49 30.26862(W)     ADJUSTED  
 QM0808* NAVD 88     -       492.4    (meters)    1615.     (feet)  VERTCON   
 QM0808  ___________________________________________________________________
 QM0808  X           -      91,472.550 (meters)                     COMP
 QM0808  Y           -  -4,460,075.903 (meters)                     COMP
 QM0808  Z           -   4,543,865.112 (meters)                     COMP
 QM0808  LAPLACE CORR-          -5.75  (seconds)                    DEFLEC99
 QM0808  ELLIP HEIGHT-         459.46  (meters)          (06/17/02) GPS OBS
 QM0808  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 QM0808
 QM0808  HORZ ORDER  -  FIRST
 QM0808  ELLP ORDER  -  THIRD     CLASS II
 QM0808
 QM0808.The horizontal coordinates were established by GPS observations
 QM0808.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0808
 QM0808.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0808
 QM0808.The ellipsoidal height was determined by GPS observations
 QM0808.and is referenced to NAD 83.
 QM0808
 QM0808.The geoid height was determined by GEOID03.
 QM0808
 QM0808;                    North         East     Units Scale Factor Converg.
 QM0808;SPC WI N     -    62,121.749   691,466.830   MT  0.99997577   +0 50 51.2
 QM0808;SPC WI N     -   203,811.10  2,268,587.42   sFT  0.99997577   +0 50 51.2
 QM0808;UTM  16      - 5,064,503.895   357,968.446   MT  0.99984801   -1 18 24.6
 QM0808
 QM0808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0808!SPC WI N     -   0.99992797  x   0.99997577  =   0.99990375
 QM0808!UTM  16      -   0.99992797  x   0.99984801  =   0.99977599
 QM0808
 QM0808                          SUPERSEDED SURVEY CONTROL
 QM0808
 QM0808  NAD 83(1991)-  45 43 10.24297(N)    088 49 30.26739(W) AD(       ) 1
 QM0808  ELLIP H (10/12/93)  459.41   (m)                       GP(       ) 3 2
 QM0808  NGVD 29 (10/12/93)  492.4    (m)         1615.     (f) GPS OBS        
 QM0808
 QM0808.Superseded values are not recommended for survey control.
 QM0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0808.See file dsdata.txt to determine how the superseded data were derived.
 QM0808
 QM0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR5796864504(NAD 83)
 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 = OCTOBER  7, 2006
 QM0813 ***********************************************************************
 QM0813  DESIGNATION -  3715E28S GPS 0018
 QM0813  PID         -  QM0813
 QM0813  STATE/COUNTY-  WI/FOREST
 QM0813  USGS QUAD   -  LAKE GORDON (1980)
 QM0813
 QM0813                         *CURRENT SURVEY CONTROL
 QM0813  ___________________________________________________________________
 QM0813* NAD 83(1997)-  45 39 28.44906(N)    088 37 19.47270(W)     ADJUSTED  
 QM0813* NAVD 88     -       460.7    (meters)    1511.     (feet)  VERTCON   
 QM0813  ___________________________________________________________________
 QM0813  X           -     107,391.275 (meters)                     COMP
 QM0813  Y           -  -4,464,599.944 (meters)                     COMP
 QM0813  Z           -   4,539,058.158 (meters)                     COMP
 QM0813  LAPLACE CORR-          -7.73  (seconds)                    DEFLEC99
 QM0813  ELLIP HEIGHT-         427.05  (meters)          (06/17/02) GPS OBS
 QM0813  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 QM0813
 QM0813  HORZ ORDER  -  FIRST
 QM0813  ELLP ORDER  -  THIRD     CLASS II
 QM0813
 QM0813.The horizontal coordinates were established by GPS observations
 QM0813.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0813
 QM0813.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0813
 QM0813.The ellipsoidal height was determined by GPS observations
 QM0813.and is referenced to NAD 83.
 QM0813
 QM0813.The geoid height was determined by GEOID03.
 QM0813
 QM0813;                    North         East     Units Scale Factor Converg.
 QM0813;SPC WI N     -    55,529.288   707,387.418   MT  0.99998469   +0 59 38.4
 QM0813;SPC WI N     -   182,182.34  2,320,820.22   sFT  0.99998469   +0 59 38.4
 QM0813;UTM  16      - 5,057,318.769   373,627.486   MT  0.99979634   -1 09 36.8
 QM0813
 QM0813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0813!SPC WI N     -   0.99993305  x   0.99998469  =   0.99991774
 QM0813!UTM  16      -   0.99993305  x   0.99979634  =   0.99972941
 QM0813
 QM0813                          SUPERSEDED SURVEY CONTROL
 QM0813
 QM0813  NAD 83(1991)-  45 39 28.44907(N)    088 37 19.47147(W) AD(       ) 1
 QM0813  ELLIP H (10/12/93)  427.01   (m)                       GP(       ) 3 2
 QM0813  NGVD 29 (10/12/93)  460.7    (m)         1511.     (f) GPS OBS        
 QM0813
 QM0813.Superseded values are not recommended for survey control.
 QM0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0813.See file dsdata.txt to determine how the superseded data were derived.
 QM0813
 QM0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR7362757319(NAD 83)
 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 - 1991
 QM0813
 QM0813  HISTORY     - Date     Condition        Report By
 QM0813  HISTORY     - 1991     MONUMENTED       USFS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0812 ***********************************************************************
 QM0812  DESIGNATION -  3716E36S GPS 0019
 QM0812  PID         -  QM0812
 QM0812  STATE/COUNTY-  WI/FOREST
 QM0812  USGS QUAD   -  ARMSTRONG CREEK (1980)
 QM0812
 QM0812                         *CURRENT SURVEY CONTROL
 QM0812  ___________________________________________________________________
 QM0812* NAD 83(1997)-  45 38 44.71072(N)    088 26 37.05843(W)     ADJUSTED  
 QM0812* NAVD 88     -       435.7    (meters)    1429.     (feet)  VERTCON   
 QM0812  ___________________________________________________________________
 QM0812  X           -     121,321.529 (meters)                     COMP
 QM0812  Y           -  -4,465,191.367 (meters)                     COMP
 QM0812  Z           -   4,538,095.955 (meters)                     COMP
 QM0812  LAPLACE CORR-          -8.02  (seconds)                    DEFLEC99
 QM0812  ELLIP HEIGHT-         401.57  (meters)          (06/17/02) GPS OBS
 QM0812  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 QM0812
 QM0812  HORZ ORDER  -  FIRST
 QM0812  ELLP ORDER  -  THIRD     CLASS II
 QM0812
 QM0812.The horizontal coordinates were established by GPS observations
 QM0812.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0812
 QM0812.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0812
 QM0812.The ellipsoidal height was determined by GPS observations
 QM0812.and is referenced to NAD 83.
 QM0812
 QM0812.The geoid height was determined by GEOID03.
 QM0812
 QM0812;                    North         East     Units Scale Factor Converg.
 QM0812;SPC WI N     -    54,436.102   721,319.432   MT  0.99998658   +1 07 21.8
 QM0812;SPC WI N     -   178,595.78  2,366,528.84   sFT  0.99998658   +1 07 21.8
 QM0812;UTM  16      - 5,055,702.897   387,505.633   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  =   0.99969264
 QM0812
 QM0812                          SUPERSEDED SURVEY CONTROL
 QM0812
 QM0812  NAD 83(1991)-  45 38 44.71070(N)    088 26 37.05724(W) AD(       ) 1
 QM0812  ELLIP H (10/12/93)  401.53   (m)                       GP(       ) 3 2
 QM0812  NGVD 29 (10/12/93)  435.7    (m)         1429.     (f) GPS OBS        
 QM0812
 QM0812.Superseded values are not recommended for survey control.
 QM0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0812.See file dsdata.txt to determine how the superseded data were derived.
 QM0812
 QM0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8750655703(NAD 83)
 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 = OCTOBER  7, 2006
 PN0676 ***********************************************************************
 PN0676  DESIGNATION -  38 CEMD
 PN0676  PID         -  PN0676
 PN0676  STATE/COUNTY-  WI/WINNEBAGO
 PN0676  USGS QUAD   -  NEENAH (1992)
 PN0676
 PN0676                         *CURRENT SURVEY CONTROL
 PN0676  ___________________________________________________________________
 PN0676* NAD 83(1986)-  44 11 53.     (N)    088 26 48.     (W)     SCALED    
 PN0676* NAVD 88     -       228.735  (meters)     750.44   (feet)  ADJUSTED  
 PN0676  ___________________________________________________________________
 PN0676  GEOID HEIGHT-         -36.29  (meters)                     GEOID03
 PN0676  DYNAMIC HT  -         228.695 (meters)     750.31  (feet)  COMP
 PN0676  MODELED GRAV-     980,438.4   (mgal)                       NAVD 88
 PN0676
 PN0676  VERT ORDER  -  FIRST     CLASS 0
 PN0676
 PN0676.The horizontal coordinates were scaled from a topographic map and have
 PN0676.an estimated accuracy of +/- 6 seconds.
 PN0676
 PN0676.The orthometric height was determined by differential leveling
 PN0676.and adjusted by the National Geodetic Survey in June 1991..
 PN0676
 PN0676.The geoid height was determined by GEOID03.
 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     -   245,350.      724,170.      MT  (+/- 180 meters Scaled)
 PN0676
 PN0676                          SUPERSEDED SURVEY CONTROL
 PN0676
 PN0676.No superseded survey control is available for this station.
 PN0676
 PN0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP844948(NAD 83)
 PN0676_MARKER: DB = BENCH MARK DISK
 PN0676_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PN0676_SP_SET: BRIDGE ABUTMENT
 PN0676_STAMPING: 38 CEMD 1956
 PN0676_MARK LOGO: USE   
 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 06, 2005
 PN0676
 PN0676  HISTORY     - Date     Condition        Report By
 PN0676  HISTORY     - 1956     MONUMENTED       USE
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0224 ***********************************************************************
 ON0224  DESIGNATION -  38 FDR
 ON0224  PID         -  ON0224
 ON0224  STATE/COUNTY-  WI/VERNON
 ON0224  USGS QUAD   -  GENOA (1983)
 ON0224
 ON0224                         *CURRENT SURVEY CONTROL
 ON0224  ___________________________________________________________________
 ON0224* NAD 83(1986)-  43 36 26.     (N)    091 13 16.     (W)     SCALED    
 ON0224* NAVD 88     -       196.900  (meters)     646.00   (feet)  ADJUSTED  
 ON0224  ___________________________________________________________________
 ON0224  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 ON0224  DYNAMIC HT  -         196.859 (meters)     645.86  (feet)  COMP
 ON0224  MODELED GRAV-     980,409.1   (mgal)                       NAVD 88
 ON0224
 ON0224  VERT ORDER  -  FIRST     CLASS I
 ON0224
 ON0224.The horizontal coordinates were scaled from a topographic map and have
 ON0224.an estimated accuracy of +/- 6 seconds.
 ON0224
 ON0224.The orthometric height was determined by differential leveling
 ON0224.and adjusted by the National Geodetic Survey in June 1991..
 ON0224
 ON0224.The geoid height was determined by GEOID03.
 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     -   179,270.      501,430.      MT  (+/- 180 meters Scaled)
 ON0224
 ON0224                          SUPERSEDED SURVEY CONTROL
 ON0224
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0224.See file dsdata.txt to determine how the superseded data were derived.
 ON0224
 ON0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ435297(NAD 83)
 ON0224_MARKER: DD = SURVEY DISK
 ON0224_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 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 01, 2001
 ON0224
 ON0224  HISTORY     - Date     Condition        Report By
 ON0224  HISTORY     - 1962     MONUMENTED       USGS
 ON0224  HISTORY     - 1970     GOOD             NGS
 ON0224  HISTORY     - 20011001 GOOD             WIDT
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0438 ***********************************************************************
 QN0438  DESIGNATION -  38 SAN
 QN0438  PID         -  QN0438
 QN0438  STATE/COUNTY-  WI/RUSK
 QN0438  USGS QUAD   -  TONY (1981)
 QN0438
 QN0438                         *CURRENT SURVEY CONTROL
 QN0438  ___________________________________________________________________
 QN0438* NAD 83(1986)-  45 29 00.     (N)    090 59 15.     (W)     SCALED    
 QN0438* NAVD 88     -       370.917  (meters)    1216.92   (feet)  ADJUSTED  
 QN0438  ___________________________________________________________________
 QN0438  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 QN0438  DYNAMIC HT  -         370.902 (meters)    1216.87  (feet)  COMP
 QN0438  MODELED GRAV-     980,564.2   (mgal)                       NAVD 88
 QN0438
 QN0438  VERT ORDER  -  FIRST     CLASS II
 QN0438
 QN0438.The horizontal coordinates were scaled from a topographic map and have
 QN0438.an estimated accuracy of +/- 6 seconds.
 QN0438
 QN0438.The orthometric height was determined by differential leveling
 QN0438.and adjusted by the National Geodetic Survey in June 1991..
 QN0438
 QN0438.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 QN0438
 QN0438.No superseded survey control is available for this station.
 QN0438
 QN0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL572386(NAD 83)
 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 - December 13, 2005
 QN0438
 QN0438  HISTORY     - Date     Condition        Report By
 QN0438  HISTORY     - 1970     MONUMENTED       USGS
 QN0438  HISTORY     - 1985     GOOD             NGS
 QN0438  HISTORY     - 20051213 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0807 ***********************************************************************
 QM0807  DESIGNATION -  3816E35S GPS 0020
 QM0807  PID         -  QM0807
 QM0807  STATE/COUNTY-  WI/FLORENCE
 QM0807  USGS QUAD   -  ARMSTRONG CREEK (1980)
 QM0807
 QM0807                         *CURRENT SURVEY CONTROL
 QM0807  ___________________________________________________________________
 QM0807* NAD 83(1997)-  45 43 53.63596(N)    088 27 41.75521(W)     ADJUSTED  
 QM0807* NAVD 88     -       450.0    (meters)    1476.     (feet)  VERTCON   
 QM0807  ___________________________________________________________________
 QM0807  X           -     119,738.013 (meters)                     COMP
 QM0807  Y           -  -4,458,416.635 (meters)                     COMP
 QM0807  Z           -   4,544,769.355 (meters)                     COMP
 QM0807  LAPLACE CORR-          -5.49  (seconds)                    DEFLEC99
 QM0807  ELLIP HEIGHT-         416.07  (meters)          (06/17/02) GPS OBS
 QM0807  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 QM0807
 QM0807  HORZ ORDER  -  FIRST
 QM0807  ELLP ORDER  -  THIRD     CLASS II
 QM0807
 QM0807.The horizontal coordinates were established by GPS observations
 QM0807.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0807
 QM0807.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0807
 QM0807.The ellipsoidal height was determined by GPS observations
 QM0807.and is referenced to NAD 83.
 QM0807
 QM0807.The geoid height was determined by GEOID03.
 QM0807
 QM0807;                    North         East     Units Scale Factor Converg.
 QM0807;SPC WI N     -    63,944.491   719,734.022   MT  0.99997415   +1 06 35.1
 QM0807;SPC WI N     -   209,791.22  2,361,327.37   sFT  0.99997415   +1 06 35.1
 QM0807;UTM  16      - 5,065,262.062   386,279.291   MT  0.99975899   -1 02 48.2
 QM0807
 QM0807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0807!SPC WI N     -   0.99993478  x   0.99997415  =   0.99990893
 QM0807!UTM  16      -   0.99993478  x   0.99975899  =   0.99969378
 QM0807
 QM0807                          SUPERSEDED SURVEY CONTROL
 QM0807
 QM0807  NAD 83(1991)-  45 43 53.63597(N)    088 27 41.75397(W) AD(       ) 1
 QM0807  ELLIP H (10/12/93)  416.02   (m)                       GP(       ) 3 2
 QM0807  NGVD 29 (10/12/93)  449.9    (m)         1476.     (f) GPS OBS        
 QM0807
 QM0807.Superseded values are not recommended for survey control.
 QM0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0807.See file dsdata.txt to determine how the superseded data were derived.
 QM0807
 QM0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8627965262(NAD 83)
 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 = OCTOBER  7, 2006
 QM0806 ***********************************************************************
 QM0806  DESIGNATION -  3912E32S GPS 0023
 QM0806  PID         -  QM0806
 QM0806  STATE/COUNTY-  WI/FOREST
 QM0806  USGS QUAD   -  JULIA LAKE (1980)
 QM0806
 QM0806                         *CURRENT SURVEY CONTROL
 QM0806  ___________________________________________________________________
 QM0806* NAD 83(1997)-  45 48 40.45960(N)    089 01 34.68982(W)     ADJUSTED  
 QM0806* NAVD 88     -       511.4    (meters)    1678.     (feet)  VERTCON   
 QM0806  ___________________________________________________________________
 QM0806  X           -      75,683.908 (meters)                     COMP
 QM0806  Y           -  -4,453,079.158 (meters)                     COMP
 QM0806  Z           -   4,550,991.810 (meters)                     COMP
 QM0806  LAPLACE CORR-          -4.10  (seconds)                    DEFLEC99
 QM0806  ELLIP HEIGHT-         479.09  (meters)          (06/17/02) GPS OBS
 QM0806  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 QM0806
 QM0806  HORZ ORDER  -  FIRST
 QM0806  ELLP ORDER  -  THIRD     CLASS II
 QM0806
 QM0806.The horizontal coordinates were established by GPS observations
 QM0806.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0806
 QM0806.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0806
 QM0806.The ellipsoidal height was determined by GPS observations
 QM0806.and is referenced to NAD 83.
 QM0806
 QM0806.The geoid height was determined by GEOID03.
 QM0806
 QM0806;                    North         East     Units Scale Factor Converg.
 QM0806;SPC WI N     -    72,103.926   675,677.301   MT  0.99996460   +0 42 08.6
 QM0806;SPC WI N     -   236,560.96  2,216,784.61   sFT  0.99996460   +0 42 08.6
 QM0806;UTM  16      - 5,075,071.747   342,566.890   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                          SUPERSEDED SURVEY CONTROL
 QM0806
 QM0806  NAD 83(1991)-  45 48 40.45951(N)    089 01 34.68856(W) AD(       ) 1
 QM0806  ELLIP H (10/12/93)  479.03   (m)                       GP(       ) 3 2
 QM0806  NGVD 29 (10/12/93)  511.3    (m)         1677.     (f) GPS OBS        
 QM0806
 QM0806.Superseded values are not recommended for survey control.
 QM0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0806.See file dsdata.txt to determine how the superseded data were derived.
 QM0806
 QM0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR4256775072(NAD 83)
 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 = OCTOBER  7, 2006
 QM0810 ***********************************************************************
 QM0810  DESIGNATION -  3914E19S GPS 0024
 QM0810  PID         -  QM0810
 QM0810  STATE/COUNTY-  WI/FOREST
 QM0810  USGS QUAD   -  ALVIN SE (1970)
 QM0810
 QM0810                         *CURRENT SURVEY CONTROL
 QM0810  ___________________________________________________________________
 QM0810* NAD 83(1997)-  45 50 58.12353(N)    088 47 37.07781(W)     ADJUSTED  
 QM0810* NAVD 88     -       485.8    (meters)    1594.     (feet)  VERTCON   
 QM0810  ___________________________________________________________________
 QM0810  X           -      93,701.985 (meters)                     COMP
 QM0810  Y           -  -4,449,668.851 (meters)                     COMP
 QM0810  Z           -   4,553,934.987 (meters)                     COMP
 QM0810  LAPLACE CORR-          -7.51  (seconds)                    DEFLEC99
 QM0810  ELLIP HEIGHT-         453.18  (meters)          (06/17/02) GPS OBS
 QM0810  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 QM0810
 QM0810  HORZ ORDER  -  FIRST
 QM0810  ELLP ORDER  -  THIRD     CLASS II
 QM0810
 QM0810.The horizontal coordinates were established by GPS observations
 QM0810.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0810
 QM0810.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0810
 QM0810.The ellipsoidal height was determined by GPS observations
 QM0810.and is referenced to NAD 83.
 QM0810
 QM0810.The geoid height was determined by GEOID03.
 QM0810
 QM0810;                    North         East     Units Scale Factor Converg.
 QM0810;SPC WI N     -    76,601.747   693,694.977   MT  0.99996070   +0 52 12.9
 QM0810;SPC WI N     -   251,317.56  2,275,897.60   sFT  0.99996070   +0 52 12.9
 QM0810;UTM  16      - 5,078,888.031   360,739.390   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  =   0.99988966
 QM0810!UTM  16      -   0.99992896  x   0.99983842  =   0.99976739
 QM0810
 QM0810                          SUPERSEDED SURVEY CONTROL
 QM0810
 QM0810  NAD 83(1991)-  45 50 58.12354(N)    088 47 37.07658(W) AD(       ) 1
 QM0810  ELLIP H (10/12/93)  453.12   (m)                       GP(       ) 3 2
 QM0810  NGVD 29 (10/12/93)  485.8    (m)         1594.     (f) GPS OBS        
 QM0810
 QM0810.Superseded values are not recommended for survey control.
 QM0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0810.See file dsdata.txt to determine how the superseded data were derived.
 QM0810
 QM0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR6073978888(NAD 83)
 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 = OCTOBER  7, 2006
 QM0809 ***********************************************************************
 QM0809  DESIGNATION -  3915E31S GPS 0025
 QM0809  PID         -  QM0809
 QM0809  STATE/COUNTY-  WI/FLORENCE
 QM0809  USGS QUAD   -  LONG LAKE (1970)
 QM0809
 QM0809                         *CURRENT SURVEY CONTROL
 QM0809  ___________________________________________________________________
 QM0809* NAD 83(1997)-  45 48 54.31204(N)    088 39 55.38688(W)     ADJUSTED  
 QM0809* NAVD 88     -       472.9    (meters)    1552.     (feet)  VERTCON   
 QM0809  ___________________________________________________________________
 QM0809  X           -     103,725.268 (meters)                     COMP
 QM0809  Y           -  -4,452,180.040 (meters)                     COMP
 QM0809  Z           -   4,551,261.726 (meters)                     COMP
 QM0809  LAPLACE CORR-          -7.69  (seconds)                    DEFLEC99
 QM0809  ELLIP HEIGHT-         439.76  (meters)          (06/17/02) GPS OBS
 QM0809  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 QM0809
 QM0809  HORZ ORDER  -  FIRST
 QM0809  ELLP ORDER  -  THIRD     CLASS II
 QM0809
 QM0809.The horizontal coordinates were established by GPS observations
 QM0809.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0809
 QM0809.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0809
 QM0809.The ellipsoidal height was determined by GPS observations
 QM0809.and is referenced to NAD 83.
 QM0809
 QM0809.The geoid height was determined by GEOID03.
 QM0809
 QM0809;                    North         East     Units Scale Factor Converg.
 QM0809;SPC WI N     -    72,939.146   703,718.913   MT  0.99996419   +0 57 45.9
 QM0809;SPC WI N     -   239,301.18  2,308,784.47   sFT  0.99996419   +0 57 45.9
 QM0809;UTM  16      - 5,074,851.266   370,616.965   MT  0.99980580   -1 11 39.9
 QM0809
 QM0809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0809!SPC WI N     -   0.99993106  x   0.99996419  =   0.99989526
 QM0809!UTM  16      -   0.99993106  x   0.99980580  =   0.99973688
 QM0809
 QM0809                          SUPERSEDED SURVEY CONTROL
 QM0809
 QM0809  NAD 83(1991)-  45 48 54.31206(N)    088 39 55.38564(W) AD(       ) 1
 QM0809  ELLIP H (10/12/93)  439.70   (m)                       GP(       ) 3 2
 QM0809  NGVD 29 (10/12/93)  472.9    (m)         1552.     (f) GPS OBS        
 QM0809
 QM0809.Superseded values are not recommended for survey control.
 QM0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0809.See file dsdata.txt to determine how the superseded data were derived.
 QM0809
 QM0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR7061774851(NAD 83)
 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 = OCTOBER  7, 2006
 RN1694 ***********************************************************************
 RN1694  DESIGNATION -  396
 RN1694  PID         -  RN1694
 RN1694  STATE/COUNTY-  WI/DOUGLAS
 RN1694  USGS QUAD   -  SUPERIOR (1994)
 RN1694
 RN1694                         *CURRENT SURVEY CONTROL
 RN1694  ___________________________________________________________________
 RN1694* NAD 83(1991)-  46 43 51.55250(N)    092 04 17.19966(W)     ADJUSTED  
 RN1694* NAVD 88     -       184.6    (meters)     606.     (feet)  VERTCON   
 RN1694  ___________________________________________________________________
 RN1694  X           -    -158,304.161 (meters)                     COMP
 RN1694  Y           -  -4,376,756.805 (meters)                     COMP
 RN1694  Z           -   4,621,431.896 (meters)                     COMP
 RN1694  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 RN1694  ELLIP HEIGHT-         156.60  (meters)          (03/16/99) GPS OBS
 RN1694  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 RN1694
 RN1694  HORZ ORDER  -  SECOND
 RN1694  ELLP ORDER  -  FOURTH    CLASS I
 RN1694
 RN1694.The horizontal coordinates were established by GPS observations
 RN1694.and adjusted by the National Geodetic Survey in March 1999..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RN1694
 RN1694.The Laplace correction was computed from DEFLEC99 derived deflections.
 RN1694
 RN1694.The ellipsoidal height was determined by GPS observations
 RN1694.and is referenced to NAD 83.
 RN1694
 RN1694.The geoid height was determined by GEOID03.
 RN1694
 RN1694;                    North         East     Units Scale Factor Converg.
 RN1694;SPC WI N     -   175,936.364   441,684.179   MT  0.99999367   -1 29 39.4
 RN1694;SPC WI N     -   577,217.89  1,449,092.18   sFT  0.99999367   -1 29 39.4
 RN1694;SPC MN N     -   126,203.643   878,624.098   MT  1.00008674   +0 45 44.6
 RN1694;UTM  15      - 5,175,688.982   570,947.336   MT  0.99966187   +0 40 34.1
 RN1694
 RN1694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN1694!SPC WI N     -   0.99997545  x   0.99999367  =   0.99996912
 RN1694!SPC MN N     -   0.99997545  x   1.00008674  =   1.00006219
 RN1694!UTM  15      -   0.99997545  x   0.99966187  =   0.99963733
 RN1694
 RN1694                          SUPERSEDED SURVEY CONTROL
 RN1694
 RN1694  NAD 83(1991)-  46 43 51.55291(N)    092 04 17.19895(W) AD(       ) 2
 RN1694  ELLIP H (11/21/91)  156.52   (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)          606.     (f) GPS OBS        
 RN1694
 RN1694.Superseded values are not recommended for survey control.
 RN1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1694.See file dsdata.txt to determine how the superseded data were derived.
 RN1694
 RN1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM7094775689(NAD 83)
 RN1694_MARKER: DD = SURVEY DISK
 RN1694_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RN1694_SP_SET: PREFAB CONC. BLOCK IN CONCRETE
 RN1694_STAMPING: 396
 RN1694_MARK LOGO: USE   
 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       USE
 RN1694  HISTORY     - 19961012 GOOD             USPSQD
 RN1694  HISTORY     - 20040904 GOOD             USPSQD
 RN1694
 RN1694                          STATION DESCRIPTION
 RN1694
 RN1694'DESCRIBED BY US 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 = OCTOBER  7, 2006
 AI6063 ***********************************************************************
 AI6063  DESIGNATION -  3J21
 AI6063  PID         -  AI6063
 AI6063  STATE/COUNTY-  WI/FOND DU LAC
 AI6063  USGS QUAD   -  WAUPUN NORTH (1980)
 AI6063
 AI6063                         *CURRENT SURVEY CONTROL
 AI6063  ___________________________________________________________________
 AI6063* NAD 83(1997)-  43 38 25.76905(N)    088 39 39.48075(W)     ADJUSTED  
 AI6063* NAVD 88     -       276.296  (meters)     906.48   (feet)  ADJUSTED  
 AI6063  ___________________________________________________________________
 AI6063  X           -     108,039.357 (meters)                     COMP
 AI6063  Y           -  -4,622,045.607 (meters)                     COMP
 AI6063  Z           -   4,379,437.259 (meters)                     COMP
 AI6063  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AI6063  ELLIP HEIGHT-         240.84  (meters)          (11/17/00) GPS OBS
 AI6063  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 AI6063  DYNAMIC HT  -         276.234 (meters)     906.28  (feet)  COMP
 AI6063  MODELED GRAV-     980,387.2   (mgal)                       NAVD 88
 AI6063
 AI6063  HORZ ORDER  -  FIRST
 AI6063  VERT ORDER  -  SECOND    CLASS I
 AI6063  ELLP ORDER  -  THIRD     CLASS II
 AI6063
 AI6063.The horizontal coordinates were established by GPS observations
 AI6063.and adjusted by the National Geodetic Survey in July 2000..
 AI6063
 AI6063.The orthometric height was determined by differential leveling
 AI6063.and adjusted by the National Geodetic Survey in October 2000..
 AI6063
 AI6063.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6063
 AI6063.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6063
 AI6063.The ellipsoidal height was determined by GPS observations
 AI6063.and is referenced to NAD 83.
 AI6063
 AI6063.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI6063;SPC WI S     -   183,111.526   708,034.128   MT  0.99994125   +0 55 12.2
 AI6063;SPC WI S     -   600,758.40  2,322,941.97   sFT  0.99994125   +0 55 12.2
 AI6063;UTM  16      - 4,833,284.588   366,031.084   MT  0.99982076   -1 08 47.2
 AI6063
 AI6063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6063!SPC WI S     -   0.99996223  x   0.99994125  =   0.99990349
 AI6063!UTM  16      -   0.99996223  x   0.99982076  =   0.99978300
 AI6063
 AI6063                          SUPERSEDED SURVEY CONTROL
 AI6063
 AI6063  ELLIP H (07/06/00)  240.84   (m)                       GP(       ) 2 1
 AI6063
 AI6063.Superseded values are not recommended for survey control.
 AI6063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6063.See file dsdata.txt to determine how the superseded data were derived.
 AI6063
 AI6063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6603133285(NAD 83)
 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 - July 14, 2004
 AI6063
 AI6063  HISTORY     - Date     Condition        Report By
 AI6063  HISTORY     - 1999     MONUMENTED       WIDT
 AI6063  HISTORY     - 20030730 GOOD             USPSQD
 AI6063  HISTORY     - 20040714 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6064 ***********************************************************************
 AI6064  DESIGNATION -  3J22
 AI6064  PID         -  AI6064
 AI6064  STATE/COUNTY-  WI/FOND DU LAC
 AI6064  USGS QUAD   -  WAUPUN NORTH (1980)
 AI6064
 AI6064                         *CURRENT SURVEY CONTROL
 AI6064  ___________________________________________________________________
 AI6064* NAD 83(1986)-  43 38 51.     (N)    088 38 30.     (W)     SCALED    
 AI6064* NAVD 88     -       266.751  (meters)     875.17   (feet)  ADJUSTED  
 AI6064  ___________________________________________________________________
 AI6064  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 AI6064  DYNAMIC HT  -         266.691 (meters)     874.97  (feet)  COMP
 AI6064  MODELED GRAV-     980,387.8   (mgal)                       NAVD 88
 AI6064
 AI6064  VERT ORDER  -  SECOND    CLASS I
 AI6064
 AI6064.The horizontal coordinates were scaled from a topographic map and have
 AI6064.an estimated accuracy of +/- 6 seconds.
 AI6064
 AI6064.The orthometric height was determined by differential leveling
 AI6064.and adjusted by the National Geodetic Survey in October 2000..
 AI6064
 AI6064.The geoid height was determined by GEOID03.
 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.      709,580.      MT  (+/- 180 meters Scaled)
 AI6064
 AI6064                          SUPERSEDED SURVEY CONTROL
 AI6064
 AI6064.No superseded survey control is available for this station.
 AI6064
 AI6064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP676340(NAD 83)
 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 - July 28, 2004
 AI6064
 AI6064  HISTORY     - Date     Condition        Report By
 AI6064  HISTORY     - 1999     MONUMENTED       WIDT
 AI6064  HISTORY     - 20030730 GOOD             USPSQD
 AI6064  HISTORY     - 20040728 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6117 ***********************************************************************
 AI6117  DESIGNATION -  3J23
 AI6117  PID         -  AI6117
 AI6117  STATE/COUNTY-  WI/FOND DU LAC
 AI6117  USGS QUAD   -  WAUPUN NORTH (1980)
 AI6117
 AI6117                         *CURRENT SURVEY CONTROL
 AI6117  ___________________________________________________________________
 AI6117* NAD 83(1997)-  43 37 59.23247(N)    088 38 40.78031(W)     ADJUSTED  
 AI6117* NAVD 88     -       262.620  (meters)     861.61   (feet)  ADJUSTED  
 AI6117  ___________________________________________________________________
 AI6117  X           -     109,367.865 (meters)                     COMP
 AI6117  Y           -  -4,622,569.822 (meters)                     COMP
 AI6117  Z           -   4,378,835.087 (meters)                     COMP
 AI6117  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 AI6117  ELLIP HEIGHT-         227.18  (meters)          (11/17/00) GPS OBS
 AI6117  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 AI6117  DYNAMIC HT  -         262.560 (meters)     861.42  (feet)  COMP
 AI6117  MODELED GRAV-     980,387.6   (mgal)                       NAVD 88
 AI6117
 AI6117  HORZ ORDER  -  FIRST
 AI6117  VERT ORDER  -  SECOND    CLASS I
 AI6117  ELLP ORDER  -  THIRD     CLASS II
 AI6117
 AI6117.The horizontal coordinates were established by GPS observations
 AI6117.and adjusted by the National Geodetic Survey in July 2000..
 AI6117
 AI6117.The orthometric height was determined by differential leveling
 AI6117.and adjusted by the National Geodetic Survey in October 2000..
 AI6117
 AI6117.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6117
 AI6117.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6117
 AI6117.The ellipsoidal height was determined by GPS observations
 AI6117.and is referenced to NAD 83.
 AI6117
 AI6117.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI6117;SPC WI S     -   182,313.949   709,362.877   MT  0.99994072   +0 55 52.5
 AI6117;SPC WI S     -   598,141.68  2,327,301.37   sFT  0.99994072   +0 55 52.5
 AI6117;UTM  16      - 4,832,439.722   367,330.050   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  =   0.99990510
 AI6117!UTM  16      -   0.99996438  x   0.99981650  =   0.99978088
 AI6117
 AI6117                          SUPERSEDED SURVEY CONTROL
 AI6117
 AI6117  ELLIP H (07/06/00)  227.18   (m)                       GP(       ) 2 1
 AI6117
 AI6117.Superseded values are not recommended for survey control.
 AI6117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6117.See file dsdata.txt to determine how the superseded data were derived.
 AI6117
 AI6117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6733032440(NAD 83)
 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 - July 14, 2004
 AI6117
 AI6117  HISTORY     - Date     Condition        Report By
 AI6117  HISTORY     - 1999     MONUMENTED       WIDT
 AI6117  HISTORY     - 20030730 GOOD             USPSQD
 AI6117  HISTORY     - 20040714 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6116 ***********************************************************************
 AI6116  DESIGNATION -  3J24
 AI6116  PID         -  AI6116
 AI6116  STATE/COUNTY-  WI/DODGE
 AI6116  USGS QUAD   -  OAKFIELD (1980)
 AI6116
 AI6116                         *CURRENT SURVEY CONTROL
 AI6116  ___________________________________________________________________
 AI6116* NAD 83(1997)-  43 37 54.21251(N)    088 36 50.46931(W)     ADJUSTED  
 AI6116* NAVD 88     -       264.595  (meters)     868.09   (feet)  ADJUSTED  
 AI6116  ___________________________________________________________________
 AI6116  X           -     111,842.634 (meters)                     COMP
 AI6116  Y           -  -4,622,618.996 (meters)                     COMP
 AI6116  Z           -   4,378,724.328 (meters)                     COMP
 AI6116  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 AI6116  ELLIP HEIGHT-         229.18  (meters)          (11/17/00) GPS OBS
 AI6116  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 AI6116  DYNAMIC HT  -         264.534 (meters)     867.89  (feet)  COMP
 AI6116  MODELED GRAV-     980,383.2   (mgal)                       NAVD 88
 AI6116
 AI6116  HORZ ORDER  -  FIRST
 AI6116  VERT ORDER  -  SECOND    CLASS I
 AI6116  ELLP ORDER  -  THIRD     CLASS II
 AI6116
 AI6116.The horizontal coordinates were established by GPS observations
 AI6116.and adjusted by the National Geodetic Survey in July 2000..
 AI6116
 AI6116.The orthometric height was determined by differential leveling
 AI6116.and adjusted by the National Geodetic Survey in October 2000..
 AI6116
 AI6116.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6116
 AI6116.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6116
 AI6116.The ellipsoidal height was determined by GPS observations
 AI6116.and is referenced to NAD 83.
 AI6116
 AI6116.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI6116;SPC WI S     -   182,199.693   711,837.738   MT  0.99994062   +0 57 08.3
 AI6116;SPC WI S     -   597,766.83  2,335,420.98   sFT  0.99994062   +0 57 08.3
 AI6116;UTM  16      - 4,832,236.335   369,798.867   MT  0.99980852   -1 06 49.9
 AI6116
 AI6116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6116!SPC WI S     -   0.99996406  x   0.99994062  =   0.99990469
 AI6116!UTM  16      -   0.99996406  x   0.99980852  =   0.99977259
 AI6116
 AI6116                          SUPERSEDED SURVEY CONTROL
 AI6116
 AI6116  ELLIP H (07/06/00)  229.18   (m)                       GP(       ) 2 1
 AI6116
 AI6116.Superseded values are not recommended for survey control.
 AI6116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6116.See file dsdata.txt to determine how the superseded data were derived.
 AI6116
 AI6116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6979932236(NAD 83)
 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 - July 09, 2004
 AI6116
 AI6116  HISTORY     - Date     Condition        Report By
 AI6116  HISTORY     - 1999     MONUMENTED       WIDT
 AI6116  HISTORY     - 20030813 GOOD             USPSQD
 AI6116  HISTORY     - 20040709 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6106 ***********************************************************************
 AI6106  DESIGNATION -  3J25
 AI6106  PID         -  AI6106
 AI6106  STATE/COUNTY-  WI/DODGE
 AI6106  USGS QUAD   -  MAYVILLE NORTH (1981)
 AI6106
 AI6106                         *CURRENT SURVEY CONTROL
 AI6106  ___________________________________________________________________
 AI6106* NAD 83(1997)-  43 34 11.98634(N)    088 31 52.78986(W)     ADJUSTED  
 AI6106* NAVD 88     -       313.304  (meters)    1027.90   (feet)  ADJUSTED  
 AI6106  ___________________________________________________________________
 AI6106  X           -     118,635.974 (meters)                     COMP
 AI6106  Y           -  -4,627,216.596 (meters)                     COMP
 AI6106  Z           -   4,373,791.263 (meters)                     COMP
 AI6106  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 AI6106  ELLIP HEIGHT-         278.10  (meters)          (11/17/00) GPS OBS
 AI6106  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 AI6106  DYNAMIC HT  -         313.232 (meters)    1027.66  (feet)  COMP
 AI6106  MODELED GRAV-     980,380.7   (mgal)                       NAVD 88
 AI6106
 AI6106  HORZ ORDER  -  FIRST
 AI6106  VERT ORDER  -  SECOND    CLASS I
 AI6106  ELLP ORDER  -  THIRD     CLASS II
 AI6106
 AI6106.The horizontal coordinates were established by GPS observations
 AI6106.and adjusted by the National Geodetic Survey in July 2000..
 AI6106
 AI6106.The orthometric height was determined by differential leveling
 AI6106.and adjusted by the National Geodetic Survey in October 2000..
 AI6106
 AI6106.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6106
 AI6106.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6106
 AI6106.The ellipsoidal height was determined by GPS observations
 AI6106.and is referenced to NAD 83.
 AI6106
 AI6106.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI6106;SPC WI S     -   175,456.964   718,630.179   MT  0.99993687   +1 00 32.9
 AI6106;SPC WI S     -   575,645.06  2,357,705.85   sFT  0.99993687   +1 00 32.9
 AI6106;UTM  16      - 4,825,254.163   376,342.962   MT  0.99978809   -1 03 20.1
 AI6106
 AI6106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6106!SPC WI S     -   0.99995639  x   0.99993687  =   0.99989326
 AI6106!UTM  16      -   0.99995639  x   0.99978809  =   0.99974449
 AI6106
 AI6106                          SUPERSEDED SURVEY CONTROL
 AI6106
 AI6106  ELLIP H (07/06/00)  278.10   (m)                       GP(       ) 2 1
 AI6106
 AI6106.Superseded values are not recommended for survey control.
 AI6106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6106.See file dsdata.txt to determine how the superseded data were derived.
 AI6106
 AI6106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7634325254(NAD 83)
 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 = OCTOBER  7, 2006
 AI6105 ***********************************************************************
 AI6105  DESIGNATION -  3J26
 AI6105  PID         -  AI6105
 AI6105  STATE/COUNTY-  WI/DODGE
 AI6105  USGS QUAD   -  MAYVILLE NORTH (1981)
 AI6105
 AI6105                         *CURRENT SURVEY CONTROL
 AI6105  ___________________________________________________________________
 AI6105* NAD 83(1997)-  43 35 14.27681(N)    088 30 52.62164(W)     ADJUSTED  
 AI6105* NAVD 88     -       326.358  (meters)    1070.73   (feet)  ADJUSTED  
 AI6105  ___________________________________________________________________
 AI6105  X           -     119,951.636 (meters)                     COMP
 AI6105  Y           -  -4,625,866.394 (meters)                     COMP
 AI6105  Z           -   4,375,192.966 (meters)                     COMP
 AI6105  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 AI6105  ELLIP HEIGHT-         291.13  (meters)          (11/17/00) GPS OBS
 AI6105  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 AI6105  DYNAMIC HT  -         326.283 (meters)    1070.48  (feet)  COMP
 AI6105  MODELED GRAV-     980,381.0   (mgal)                       NAVD 88
 AI6105
 AI6105  HORZ ORDER  -  FIRST
 AI6105  VERT ORDER  -  SECOND    CLASS I
 AI6105  ELLP ORDER  -  THIRD     CLASS II
 AI6105
 AI6105.The horizontal coordinates were established by GPS observations
 AI6105.and adjusted by the National Geodetic Survey in July 2000..
 AI6105
 AI6105.The orthometric height was determined by differential leveling
 AI6105.and adjusted by the National Geodetic Survey in October 2000..
 AI6105
 AI6105.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6105
 AI6105.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6105
 AI6105.The ellipsoidal height was determined by GPS observations
 AI6105.and is referenced to NAD 83.
 AI6105
 AI6105.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI6105;SPC WI S     -   177,402.874   719,945.803   MT  0.99993781   +1 01 14.2
 AI6105;SPC WI S     -   582,029.26  2,362,022.19   sFT  0.99993781   +1 01 14.2
 AI6105;UTM  16      - 4,827,151.119   377,727.635   MT  0.99978390   -1 02 39.8
 AI6105
 AI6105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6105!SPC WI S     -   0.99995435  x   0.99993781  =   0.99989216
 AI6105!UTM  16      -   0.99995435  x   0.99978390  =   0.99973826
 AI6105
 AI6105                          SUPERSEDED SURVEY CONTROL
 AI6105
 AI6105  ELLIP H (07/06/00)  291.13   (m)                       GP(       ) 2 1
 AI6105
 AI6105.Superseded values are not recommended for survey control.
 AI6105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6105.See file dsdata.txt to determine how the superseded data were derived.
 AI6105
 AI6105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7772827151(NAD 83)
 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 = OCTOBER  7, 2006
 AI6018 ***********************************************************************
 AI6018  DESIGNATION -  3J27
 AI6018  PID         -  AI6018
 AI6018  STATE/COUNTY-  WI/DODGE
 AI6018  USGS QUAD   -  MAYVILLE NORTH (1981)
 AI6018
 AI6018                         *CURRENT SURVEY CONTROL
 AI6018  ___________________________________________________________________
 AI6018* NAD 83(1986)-  43 30 12.     (N)    088 33 19.     (W)     SCALED    
 AI6018* NAVD 88     -       288.914  (meters)     947.88   (feet)  ADJUSTED  
 AI6018  ___________________________________________________________________
 AI6018  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 AI6018  DYNAMIC HT  -         288.848 (meters)     947.66  (feet)  COMP
 AI6018  MODELED GRAV-     980,384.8   (mgal)                       NAVD 88
 AI6018
 AI6018  VERT ORDER  -  SECOND    CLASS I
 AI6018
 AI6018.The horizontal coordinates were scaled from a topographic map and have
 AI6018.an estimated accuracy of +/- 6 seconds.
 AI6018
 AI6018.The orthometric height was determined by differential leveling
 AI6018.and adjusted by the National Geodetic Survey in October 2000..
 AI6018
 AI6018.The geoid height was determined by GEOID03.
 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     -   168,020.      716,820.      MT  (+/- 180 meters Scaled)
 AI6018
 AI6018                          SUPERSEDED SURVEY CONTROL
 AI6018
 AI6018.No superseded survey control is available for this station.
 AI6018
 AI6018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP742178(NAD 83)
 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 - June 03, 2004
 AI6018
 AI6018  HISTORY     - Date     Condition        Report By
 AI6018  HISTORY     - 1999     MONUMENTED       WIDT
 AI6018  HISTORY     - 20030807 GOOD             USPSQD
 AI6018  HISTORY     - 20040603 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6012 ***********************************************************************
 AI6012  DESIGNATION -  3J28
 AI6012  PID         -  AI6012
 AI6012  STATE/COUNTY-  WI/DODGE
 AI6012  USGS QUAD   -  MAYVILLE NORTH (1981)
 AI6012
 AI6012                         *CURRENT SURVEY CONTROL
 AI6012  ___________________________________________________________________
 AI6012* NAD 83(1986)-  43 30 19.     (N)    088 32 57.     (W)     SCALED    
 AI6012* NAVD 88     -       273.014  (meters)     895.71   (feet)  ADJUSTED  
 AI6012  ___________________________________________________________________
 AI6012  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 AI6012  DYNAMIC HT  -         272.952 (meters)     895.51  (feet)  COMP
 AI6012  MODELED GRAV-     980,384.6   (mgal)                       NAVD 88
 AI6012
 AI6012  VERT ORDER  -  SECOND    CLASS I
 AI6012
 AI6012.The horizontal coordinates were scaled from a topographic map and have
 AI6012.an estimated accuracy of +/- 6 seconds.
 AI6012
 AI6012.The orthometric height was determined by differential leveling
 AI6012.and adjusted by the National Geodetic Survey in October 2000..
 AI6012
 AI6012.The geoid height was determined by GEOID03.
 AI6012
 AI6012.The dynamic height is computed by dividing the NAVD 88
 AI6012.geopotential number by the normal gravity value computed on the
 AI6012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6012.degrees latitude (g = 980.6199 gals.).
 AI6012
 AI6012.The modeled gravity was interpolated from observed gravity values.
 AI6012
 AI6012;                    North         East    Units  Estimated Accuracy
 AI6012;SPC WI S     -   168,240.      717,320.      MT  (+/- 180 meters Scaled)
 AI6012
 AI6012                          SUPERSEDED SURVEY CONTROL
 AI6012
 AI6012.No superseded survey control is available for this station.
 AI6012
 AI6012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP747180(NAD 83)
 AI6012_MARKER: DD = SURVEY DISK
 AI6012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6012_STAMPING: 3J28 1999
 AI6012_MARK LOGO: WIDT  
 AI6012_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6012+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2004
 AI6012
 AI6012  HISTORY     - Date     Condition        Report By
 AI6012  HISTORY     - 1999     MONUMENTED       WIDT
 AI6012  HISTORY     - 20030807 GOOD             USPSQD
 AI6012  HISTORY     - 20040603 GOOD             WIDT
 AI6012
 AI6012                          STATION DESCRIPTION
 AI6012
 AI6012'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6012'THE STATION IS LOCATED ABOUT 24.1 KM (14.95 MI) EAST-NORTHEAST OF
 AI6012'BEAVER DAM IN MAYVILLE, AT THE WATER AND WASTEWATER UTILITY PLANT.
 AI6012'OWNERSHIP--CITY OF MAYVILLE WATER AND WASTEWATER UTILITY DEPARTMENT.
 AI6012'PHONE 920.387.7906.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AI6012'HIGHWAY 28 WITH STATE HIGHWAY 67 AT THE INTERSECTION OF HORICON STREET
 AI6012'AND MAIN STREET IN THE CITY OF MAYVILLE, GO WEST ON STATE HIGHWAY 28
 AI6012'(HORICON STREET) FOR 0.32 KM (0.20 MI) TO WALNUT STREET, TURN RIGHT
 AI6012'AND GO NORTH ON WALNUT STREET FOR 1.05 KM (0.65 MI) TO KEKOSKEE
 AI6012'STREET, WHERE WALNUT STREET ENDS AND THE WATER AND WASTEWATER UTILITY
 AI6012'PLANT ACCESS ROAD BEGINS, CONTINUE NORTH ON THE ACCESS ROAD FOR 0.16
 AI6012'KM (0.10 MI) TO A CHAIN LINKED FENCE, CONTINUE WEST ON THE ACCESS ROAD
 AI6012'FOR 0.08 KM (0.05 MI) TO THE STATION ON THE LEFT.  THE STATION IS A
 AI6012'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 AI6012'STATION DISK STAMPED --3J28 1999-- SET IN THE TOP OF A 41-CM (16-INCH)
 AI6012'DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 AI6012'ACCESS ROAD/PARKING LOT.  THE STATION IS 49.6 M (162.7 FT) WEST OF A
 AI6012'FIRE HYDRANT, 36.3 M (119.1 FT) NORTH-NORTHEAST OF THE SOUTHWEST
 AI6012'CORNER FENCE POST, 29.8 M (97.8 FT) SOUTH-SOUTHEAST OF THE SOUTHERN
 AI6012'MOST EDGE OF A CONCRETE WING WALL, 18.8 M (61.7 FT) WEST OF A STREET
 AI6012'LIGHT POST, 17.4 M (57.1 FT) SOUTH OF A STREET LIGHT POST, AND 1.0 M
 AI6012'(3.3 FT) NORTHEAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 AI6012'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING TO MORE THAN 15 DEGREES
 AI6012'ABOVE THE HORIZON EXCEPT FOR A TREE APPROXIMATELY 100 M (328.1 FT)
 AI6012'WEST OF THE STATION EXTENDING TO 15 DEGREES ABOVE THE HORIZON, A TREE
 AI6012'APPROXIMATELY 100 M (328.1 FT) NORTHWEST OF THE STATION EXTENDING TO
 AI6012'15 DEGREES ABOVE THE HORIZON, AND A TREE APPROXIMATELY 50 M (164.0 FT)
 AI6012'NORTH-NORTHWEST OF THE STATION EXTENDING TO 15 DEGREES ABOVE THE
 AI6012'HORIZON.
 AI6012
 AI6012                          STATION RECOVERY (2003)
 AI6012
 AI6012'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6012'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 15.0 FEET SOUTH OF
 AI6012'THE SOUTHWEST CORNER OF THE ASPHALTED ACCESS ROAD/PARKING LOT.
 AI6012
 AI6012                          STATION RECOVERY (2004)
 AI6012
 AI6012'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6012'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6019 ***********************************************************************
 AI6019  DESIGNATION -  3J29
 AI6019  PID         -  AI6019
 AI6019  STATE/COUNTY-  WI/DODGE
 AI6019  USGS QUAD   -  MAYVILLE NORTH (1981)
 AI6019
 AI6019                         *CURRENT SURVEY CONTROL
 AI6019  ___________________________________________________________________
 AI6019* NAD 83(1986)-  43 30 24.     (N)    088 32 30.     (W)     SCALED    
 AI6019* NAVD 88     -       276.745  (meters)     907.95   (feet)  ADJUSTED  
 AI6019  ___________________________________________________________________
 AI6019  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 AI6019  DYNAMIC HT  -         276.681 (meters)     907.74  (feet)  COMP
 AI6019  MODELED GRAV-     980,384.5   (mgal)                       NAVD 88
 AI6019
 AI6019  VERT ORDER  -  SECOND    CLASS I
 AI6019
 AI6019.The horizontal coordinates were scaled from a topographic map and have
 AI6019.an estimated accuracy of +/- 6 seconds.
 AI6019
 AI6019.The orthometric height was determined by differential leveling
 AI6019.and adjusted by the National Geodetic Survey in October 2000..
 AI6019
 AI6019.The geoid height was determined by GEOID03.
 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     -   168,410.      717,920.      MT  (+/- 180 meters Scaled)
 AI6019
 AI6019                          SUPERSEDED SURVEY CONTROL
 AI6019
 AI6019.No superseded survey control is available for this station.
 AI6019
 AI6019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP753182(NAD 83)
 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 - June 03, 2004
 AI6019
 AI6019  HISTORY     - Date     Condition        Report By
 AI6019  HISTORY     - 1999     MONUMENTED       WIDT
 AI6019  HISTORY     - 20030807 GOOD             USPSQD
 AI6019  HISTORY     - 20040603 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6020 ***********************************************************************
 AI6020  DESIGNATION -  3J30
 AI6020  PID         -  AI6020
 AI6020  STATE/COUNTY-  WI/DODGE
 AI6020  USGS QUAD   -  MAYVILLE NORTH (1981)
 AI6020
 AI6020                         *CURRENT SURVEY CONTROL
 AI6020  ___________________________________________________________________
 AI6020* NAD 83(1986)-  43 30 53.     (N)    088 30 26.     (W)     SCALED    
 AI6020* NAVD 88     -       290.436  (meters)     952.87   (feet)  ADJUSTED  
 AI6020  ___________________________________________________________________
 AI6020  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 AI6020  DYNAMIC HT  -         290.370 (meters)     952.66  (feet)  COMP
 AI6020  MODELED GRAV-     980,385.1   (mgal)                       NAVD 88
 AI6020
 AI6020  VERT ORDER  -  SECOND    CLASS I
 AI6020
 AI6020.The horizontal coordinates were scaled from a topographic map and have
 AI6020.an estimated accuracy of +/- 6 seconds.
 AI6020
 AI6020.The orthometric height was determined by differential leveling
 AI6020.and adjusted by the National Geodetic Survey in October 2000..
 AI6020
 AI6020.The geoid height was determined by GEOID03.
 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     -   169,350.      720,690.      MT  (+/- 180 meters Scaled)
 AI6020
 AI6020                          SUPERSEDED SURVEY CONTROL
 AI6020
 AI6020.No superseded survey control is available for this station.
 AI6020
 AI6020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP781190(NAD 83)
 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 = OCTOBER  7, 2006
 DE7731 ***********************************************************************
 DE7731  DESIGNATION -  3J42
 DE7731  PID         -  DE7731
 DE7731  STATE/COUNTY-  WI/FOND DU LAC
 DE7731  USGS QUAD   -  RIPON (1980)
 DE7731
 DE7731                         *CURRENT SURVEY CONTROL
 DE7731  ___________________________________________________________________
 DE7731* NAD 83(1986)-  43 51 04.     (N)    088 51 00.     (W)     SCALED    
 DE7731* NAVD 88     -       259.440  (meters)     851.18   (feet)  ADJUSTED  
 DE7731  ___________________________________________________________________
 DE7731  GEOID HEIGHT-         -35.97  (meters)                     GEOID03
 DE7731  DYNAMIC HT  -         259.384 (meters)     851.00  (feet)  COMP
 DE7731  MODELED GRAV-     980,396.4   (mgal)                       NAVD 88
 DE7731
 DE7731  VERT ORDER  -  SECOND    CLASS I
 DE7731
 DE7731.The horizontal coordinates were scaled from a topographic map and have
 DE7731.an estimated accuracy of +/- 6 seconds.
 DE7731
 DE7731.The orthometric height was determined by differential leveling
 DE7731.and adjusted by the National Geodetic Survey in May 2003..
 DE7731
 DE7731.The geoid height was determined by GEOID03.
 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     -   206,280.      692,460.      MT  (+/- 180 meters Scaled)
 DE7731
 DE7731                          SUPERSEDED SURVEY CONTROL
 DE7731
 DE7731.No superseded survey control is available for this station.
 DE7731
 DE7731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP513570(NAD 83)
 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 23, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI9538 ***********************************************************************
 AI9538  DESIGNATION -  3J44
 AI9538  PID         -  AI9538
 AI9538  STATE/COUNTY-  WI/FOND DU LAC
 AI9538  USGS QUAD   -  RIPON (1980)
 AI9538
 AI9538                         *CURRENT SURVEY CONTROL
 AI9538  ___________________________________________________________________
 AI9538* NAD 83(1986)-  43 50 15.     (N)    088 48 58.     (W)     SCALED    
 AI9538* NAVD 88     -       290.756  (meters)     953.92   (feet)  ADJUSTED  
 AI9538  ___________________________________________________________________
 AI9538  GEOID HEIGHT-         -35.92  (meters)                     GEOID03
 AI9538  DYNAMIC HT  -         290.694 (meters)     953.72  (feet)  COMP
 AI9538  MODELED GRAV-     980,396.3   (mgal)                       NAVD 88
 AI9538
 AI9538  VERT ORDER  -  SECOND    CLASS I
 AI9538
 AI9538.The horizontal coordinates were scaled from a topographic map and have
 AI9538.an estimated accuracy of +/- 6 seconds.
 AI9538
 AI9538.The orthometric height was determined by differential leveling
 AI9538.and adjusted by the National Geodetic Survey in February 2001..
 AI9538
 AI9538.The geoid height was determined by GEOID03.
 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     -   204,810.      695,210.      MT  (+/- 180 meters Scaled)
 AI9538
 AI9538                          SUPERSEDED SURVEY CONTROL
 AI9538
 AI9538.No superseded survey control is available for this station.
 AI9538
 AI9538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP539554(NAD 83)
 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 = OCTOBER  7, 2006
 AI9539 ***********************************************************************
 AI9539  DESIGNATION -  3J45
 AI9539  PID         -  AI9539
 AI9539  STATE/COUNTY-  WI/FOND DU LAC
 AI9539  USGS QUAD   -  RIPON (1980)
 AI9539
 AI9539                         *CURRENT SURVEY CONTROL
 AI9539  ___________________________________________________________________
 AI9539* NAD 83(1986)-  43 49 57.     (N)    088 47 38.     (W)     SCALED    
 AI9539* NAVD 88     -       287.437  (meters)     943.03   (feet)  ADJUSTED  
 AI9539  ___________________________________________________________________
 AI9539  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 AI9539  DYNAMIC HT  -         287.375 (meters)     942.83  (feet)  COMP
 AI9539  MODELED GRAV-     980,395.9   (mgal)                       NAVD 88
 AI9539
 AI9539  VERT ORDER  -  SECOND    CLASS I
 AI9539
 AI9539.The horizontal coordinates were scaled from a topographic map and have
 AI9539.an estimated accuracy of +/- 6 seconds.
 AI9539
 AI9539.The orthometric height was determined by differential leveling
 AI9539.and adjusted by the National Geodetic Survey in February 2001..
 AI9539
 AI9539.The geoid height was determined by GEOID03.
 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     -   204,280.      697,000.      MT  (+/- 180 meters Scaled)
 AI9539
 AI9539                          SUPERSEDED SURVEY CONTROL
 AI9539
 AI9539.No superseded survey control is available for this station.
 AI9539
 AI9539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP557548(NAD 83)
 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 = OCTOBER  7, 2006
 AI9540 ***********************************************************************
 AI9540  DESIGNATION -  3J46
 AI9540  PID         -  AI9540
 AI9540  STATE/COUNTY-  WI/FOND DU LAC
 AI9540  USGS QUAD   -  RIPON (1980)
 AI9540
 AI9540                         *CURRENT SURVEY CONTROL
 AI9540  ___________________________________________________________________
 AI9540* NAD 83(1986)-  43 49 38.     (N)    088 46 33.     (W)     SCALED    
 AI9540* NAVD 88     -       290.069  (meters)     951.67   (feet)  ADJUSTED  
 AI9540  ___________________________________________________________________
 AI9540  GEOID HEIGHT-         -35.89  (meters)                     GEOID03
 AI9540  DYNAMIC HT  -         290.006 (meters)     951.46  (feet)  COMP
 AI9540  MODELED GRAV-     980,395.3   (mgal)                       NAVD 88
 AI9540
 AI9540  VERT ORDER  -  SECOND    CLASS I
 AI9540
 AI9540.The horizontal coordinates were scaled from a topographic map and have
 AI9540.an estimated accuracy of +/- 6 seconds.
 AI9540
 AI9540.The orthometric height was determined by differential leveling
 AI9540.and adjusted by the National Geodetic Survey in February 2001..
 AI9540
 AI9540.The geoid height was determined by GEOID03.
 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     -   203,710.      698,460.      MT  (+/- 180 meters Scaled)
 AI9540
 AI9540                          SUPERSEDED SURVEY CONTROL
 AI9540
 AI9540.No superseded survey control is available for this station.
 AI9540
 AI9540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP572542(NAD 83)
 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 = OCTOBER  7, 2006
 AI9541 ***********************************************************************
 AI9541  DESIGNATION -  3J47
 AI9541  PID         -  AI9541
 AI9541  STATE/COUNTY-  WI/FOND DU LAC
 AI9541  USGS QUAD   -  ROSENDALE (1980)
 AI9541
 AI9541                         *CURRENT SURVEY CONTROL
 AI9541  ___________________________________________________________________
 AI9541* NAD 83(1986)-  43 48 27.     (N)    088 44 07.     (W)     SCALED    
 AI9541* NAVD 88     -       288.815  (meters)     947.55   (feet)  ADJUSTED  
 AI9541  ___________________________________________________________________
 AI9541  GEOID HEIGHT-         -35.85  (meters)                     GEOID03
 AI9541  DYNAMIC HT  -         288.752 (meters)     947.35  (feet)  COMP
 AI9541  MODELED GRAV-     980,393.0   (mgal)                       NAVD 88
 AI9541
 AI9541  VERT ORDER  -  SECOND    CLASS I
 AI9541
 AI9541.The horizontal coordinates were scaled from a topographic map and have
 AI9541.an estimated accuracy of +/- 6 seconds.
 AI9541
 AI9541.The orthometric height was determined by differential leveling
 AI9541.and adjusted by the National Geodetic Survey in February 2001..
 AI9541
 AI9541.The geoid height was determined by GEOID03.
 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     -   201,570.      701,760.      MT  (+/- 180 meters Scaled)
 AI9541
 AI9541                          SUPERSEDED SURVEY CONTROL
 AI9541
 AI9541.No superseded survey control is available for this station.
 AI9541
 AI9541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP604519(NAD 83)
 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 = OCTOBER  7, 2006
 AI9542 ***********************************************************************
 AI9542  DESIGNATION -  3J48
 AI9542  PID         -  AI9542
 AI9542  STATE/COUNTY-  WI/FOND DU LAC
 AI9542  USGS QUAD   -  ROSENDALE (1980)
 AI9542
 AI9542                         *CURRENT SURVEY CONTROL
 AI9542  ___________________________________________________________________
 AI9542* NAD 83(1986)-  43 48 27.     (N)    088 42 51.     (W)     SCALED    
 AI9542* NAVD 88     -       284.127  (meters)     932.17   (feet)  ADJUSTED  
 AI9542  ___________________________________________________________________
 AI9542  GEOID HEIGHT-         -35.85  (meters)                     GEOID03
 AI9542  DYNAMIC HT  -         284.064 (meters)     931.97  (feet)  COMP
 AI9542  MODELED GRAV-     980,392.6   (mgal)                       NAVD 88
 AI9542
 AI9542  VERT ORDER  -  SECOND    CLASS I
 AI9542
 AI9542.The horizontal coordinates were scaled from a topographic map and have
 AI9542.an estimated accuracy of +/- 6 seconds.
 AI9542
 AI9542.The orthometric height was determined by differential leveling
 AI9542.and adjusted by the National Geodetic Survey in February 2001..
 AI9542
 AI9542.The geoid height was determined by GEOID03.
 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     -   201,600.      703,460.      MT  (+/- 180 meters Scaled)
 AI9542
 AI9542                          SUPERSEDED SURVEY CONTROL
 AI9542
 AI9542.No superseded survey control is available for this station.
 AI9542
 AI9542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP621519(NAD 83)
 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 = OCTOBER  7, 2006
 AI9543 ***********************************************************************
 AI9543  DESIGNATION -  3J49
 AI9543  PID         -  AI9543
 AI9543  STATE/COUNTY-  WI/FOND DU LAC
 AI9543  USGS QUAD   -  ROSENDALE (1980)
 AI9543
 AI9543                         *CURRENT SURVEY CONTROL
 AI9543  ___________________________________________________________________
 AI9543* NAD 83(1986)-  43 48 27.     (N)    088 41 43.     (W)     SCALED    
 AI9543* NAVD 88     -       279.634  (meters)     917.43   (feet)  ADJUSTED  
 AI9543  ___________________________________________________________________
 AI9543  GEOID HEIGHT-         -35.85  (meters)                     GEOID03
 AI9543  DYNAMIC HT  -         279.572 (meters)     917.23  (feet)  COMP
 AI9543  MODELED GRAV-     980,392.5   (mgal)                       NAVD 88
 AI9543
 AI9543  VERT ORDER  -  SECOND    CLASS I
 AI9543
 AI9543.The horizontal coordinates were scaled from a topographic map and have
 AI9543.an estimated accuracy of +/- 6 seconds.
 AI9543
 AI9543.The orthometric height was determined by differential leveling
 AI9543.and adjusted by the National Geodetic Survey in February 2001..
 AI9543
 AI9543.The geoid height was determined by GEOID03.
 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     -   201,620.      704,980.      MT  (+/- 180 meters Scaled)
 AI9543
 AI9543                          SUPERSEDED SURVEY CONTROL
 AI9543
 AI9543.No superseded survey control is available for this station.
 AI9543
 AI9543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP636518(NAD 83)
 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 = OCTOBER  7, 2006
 AI9544 ***********************************************************************
 AI9544  DESIGNATION -  3J50
 AI9544  PID         -  AI9544
 AI9544  STATE/COUNTY-  WI/FOND DU LAC
 AI9544  USGS QUAD   -  ROSENDALE (1980)
 AI9544
 AI9544                         *CURRENT SURVEY CONTROL
 AI9544  ___________________________________________________________________
 AI9544* NAD 83(1986)-  43 48 27.     (N)    088 40 50.     (W)     SCALED    
 AI9544* NAVD 88     -       275.611  (meters)     904.23   (feet)  ADJUSTED  
 AI9544  ___________________________________________________________________
 AI9544  GEOID HEIGHT-         -35.85  (meters)                     GEOID03
 AI9544  DYNAMIC HT  -         275.550 (meters)     904.03  (feet)  COMP
 AI9544  MODELED GRAV-     980,392.5   (mgal)                       NAVD 88
 AI9544
 AI9544  VERT ORDER  -  SECOND    CLASS I
 AI9544
 AI9544.The horizontal coordinates were scaled from a topographic map and have
 AI9544.an estimated accuracy of +/- 6 seconds.
 AI9544
 AI9544.The orthometric height was determined by differential leveling
 AI9544.and adjusted by the National Geodetic Survey in February 2001..
 AI9544
 AI9544.The geoid height was determined by GEOID03.
 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     -   201,640.      706,160.      MT  (+/- 180 meters Scaled)
 AI9544
 AI9544                          SUPERSEDED SURVEY CONTROL
 AI9544
 AI9544.No superseded survey control is available for this station.
 AI9544
 AI9544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP648518(NAD 83)
 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 = OCTOBER  7, 2006
 AI9545 ***********************************************************************
 AI9545  DESIGNATION -  3J51
 AI9545  PID         -  AI9545
 AI9545  STATE/COUNTY-  WI/FOND DU LAC
 AI9545  USGS QUAD   -  ROSENDALE (1980)
 AI9545
 AI9545                         *CURRENT SURVEY CONTROL
 AI9545  ___________________________________________________________________
 AI9545* NAD 83(1986)-  43 48 29.     (N)    088 39 53.     (W)     SCALED    
 AI9545* NAVD 88     -       274.845  (meters)     901.72   (feet)  ADJUSTED  
 AI9545  ___________________________________________________________________
 AI9545  GEOID HEIGHT-         -35.85  (meters)                     GEOID03
 AI9545  DYNAMIC HT  -         274.784 (meters)     901.52  (feet)  COMP
 AI9545  MODELED GRAV-     980,392.9   (mgal)                       NAVD 88
 AI9545
 AI9545  VERT ORDER  -  SECOND    CLASS I
 AI9545
 AI9545.The horizontal coordinates were scaled from a topographic map and have
 AI9545.an estimated accuracy of +/- 6 seconds.
 AI9545
 AI9545.The orthometric height was determined by differential leveling
 AI9545.and adjusted by the National Geodetic Survey in February 2001..
 AI9545
 AI9545.The geoid height was determined by GEOID03.
 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     -   201,720.      707,430.      MT  (+/- 180 meters Scaled)
 AI9545
 AI9545                          SUPERSEDED SURVEY CONTROL
 AI9545
 AI9545.No superseded survey control is available for this station.
 AI9545
 AI9545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP661519(NAD 83)
 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 - June 22, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI9546 ***********************************************************************
 AI9546  DESIGNATION -  3J52
 AI9546  PID         -  AI9546
 AI9546  STATE/COUNTY-  WI/FOND DU LAC
 AI9546  USGS QUAD   -  ROSENDALE (1980)
 AI9546
 AI9546                         *CURRENT SURVEY CONTROL
 AI9546  ___________________________________________________________________
 AI9546* NAD 83(1986)-  43 48 26.     (N)    088 38 52.     (W)     SCALED    
 AI9546* NAVD 88     -       271.319  (meters)     890.15   (feet)  ADJUSTED  
 AI9546  ___________________________________________________________________
 AI9546  GEOID HEIGHT-         -35.85  (meters)                     GEOID03
 AI9546  DYNAMIC HT  -         271.260 (meters)     889.96  (feet)  COMP
 AI9546  MODELED GRAV-     980,393.5   (mgal)                       NAVD 88
 AI9546
 AI9546  VERT ORDER  -  SECOND    CLASS I
 AI9546
 AI9546.The horizontal coordinates were scaled from a topographic map and have
 AI9546.an estimated accuracy of +/- 6 seconds.
 AI9546
 AI9546.The orthometric height was determined by differential leveling
 AI9546.and adjusted by the National Geodetic Survey in February 2001..
 AI9546
 AI9546.The geoid height was determined by GEOID03.
 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     -   201,650.      708,800.      MT  (+/- 180 meters Scaled)
 AI9546
 AI9546                          SUPERSEDED SURVEY CONTROL
 AI9546
 AI9546.No superseded survey control is available for this station.
 AI9546
 AI9546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP674517(NAD 83)
 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 = OCTOBER  7, 2006
 AI9547 ***********************************************************************
 AI9547  DESIGNATION -  3J53
 AI9547  PID         -  AI9547
 AI9547  STATE/COUNTY-  WI/FOND DU LAC
 AI9547  USGS QUAD   -  ROSENDALE (1980)
 AI9547
 AI9547                         *CURRENT SURVEY CONTROL
 AI9547  ___________________________________________________________________
 AI9547* NAD 83(1986)-  43 48 29.     (N)    088 37 44.     (W)     SCALED    
 AI9547* NAVD 88     -       271.207  (meters)     889.78   (feet)  ADJUSTED  
 AI9547  ___________________________________________________________________
 AI9547  GEOID HEIGHT-         -35.85  (meters)                     GEOID03
 AI9547  DYNAMIC HT  -         271.148 (meters)     889.59  (feet)  COMP
 AI9547  MODELED GRAV-     980,394.7   (mgal)                       NAVD 88
 AI9547
 AI9547  VERT ORDER  -  SECOND    CLASS I
 AI9547
 AI9547.The horizontal coordinates were scaled from a topographic map and have
 AI9547.an estimated accuracy of +/- 6 seconds.
 AI9547
 AI9547.The orthometric height was determined by differential leveling
 AI9547.and adjusted by the National Geodetic Survey in February 2001..
 AI9547
 AI9547.The geoid height was determined by GEOID03.
 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     -   201,770.      710,320.      MT  (+/- 180 meters Scaled)
 AI9547
 AI9547                          SUPERSEDED SURVEY CONTROL
 AI9547
 AI9547.No superseded survey control is available for this station.
 AI9547
 AI9547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP689518(NAD 83)
 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 = OCTOBER  7, 2006
 AI9548 ***********************************************************************
 AI9548  DESIGNATION -  3J54
 AI9548  PID         -  AI9548
 AI9548  STATE/COUNTY-  WI/FOND DU LAC
 AI9548  USGS QUAD   -  ELDORADO (1992)
 AI9548
 AI9548                         *CURRENT SURVEY CONTROL
 AI9548  ___________________________________________________________________
 AI9548* NAD 83(1986)-  43 48 26.     (N)    088 36 38.     (W)     SCALED    
 AI9548* NAVD 88     -       273.056  (meters)     895.85   (feet)  ADJUSTED  
 AI9548  ___________________________________________________________________
 AI9548  GEOID HEIGHT-         -35.84  (meters)                     GEOID03
 AI9548  DYNAMIC HT  -         272.997 (meters)     895.66  (feet)  COMP
 AI9548  MODELED GRAV-     980,395.8   (mgal)                       NAVD 88
 AI9548
 AI9548  VERT ORDER  -  SECOND    CLASS I
 AI9548
 AI9548.The horizontal coordinates were scaled from a topographic map and have
 AI9548.an estimated accuracy of +/- 6 seconds.
 AI9548
 AI9548.The orthometric height was determined by differential leveling
 AI9548.and adjusted by the National Geodetic Survey in February 2001..
 AI9548
 AI9548.The geoid height was determined by GEOID03.
 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     -   201,700.      711,790.      MT  (+/- 180 meters Scaled)
 AI9548
 AI9548                          SUPERSEDED SURVEY CONTROL
 AI9548
 AI9548.No superseded survey control is available for this station.
 AI9548
 AI9548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP704517(NAD 83)
 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 = OCTOBER  7, 2006
 AI9549 ***********************************************************************
 AI9549  DESIGNATION -  3J55
 AI9549  PID         -  AI9549
 AI9549  STATE/COUNTY-  WI/FOND DU LAC
 AI9549  USGS QUAD   -  ELDORADO (1992)
 AI9549
 AI9549                         *CURRENT SURVEY CONTROL
 AI9549  ___________________________________________________________________
 AI9549* NAD 83(1986)-  43 47 48.     (N)    088 35 42.     (W)     SCALED    
 AI9549* NAVD 88     -       273.148  (meters)     896.15   (feet)  ADJUSTED  
 AI9549  ___________________________________________________________________
 AI9549  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 AI9549  DYNAMIC HT  -         273.088 (meters)     895.96  (feet)  COMP
 AI9549  MODELED GRAV-     980,395.9   (mgal)                       NAVD 88
 AI9549
 AI9549  VERT ORDER  -  SECOND    CLASS I
 AI9549
 AI9549.The horizontal coordinates were scaled from a topographic map and have
 AI9549.an estimated accuracy of +/- 6 seconds.
 AI9549
 AI9549.The orthometric height was determined by differential leveling
 AI9549.and adjusted by the National Geodetic Survey in February 2001..
 AI9549
 AI9549.The geoid height was determined by GEOID03.
 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     -   200,550.      713,060.      MT  (+/- 180 meters Scaled)
 AI9549
 AI9549                          SUPERSEDED SURVEY CONTROL
 AI9549
 AI9549.No superseded survey control is available for this station.
 AI9549
 AI9549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP716505(NAD 83)
 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 = OCTOBER  7, 2006
 AI9550 ***********************************************************************
 AI9550  DESIGNATION -  3J56
 AI9550  PID         -  AI9550
 AI9550  STATE/COUNTY-  WI/FOND DU LAC
 AI9550  USGS QUAD   -  ELDORADO (1992)
 AI9550
 AI9550                         *CURRENT SURVEY CONTROL
 AI9550  ___________________________________________________________________
 AI9550* NAD 83(1986)-  43 47 07.     (N)    088 33 25.     (W)     SCALED    
 AI9550* NAVD 88     -       259.218  (meters)     850.45   (feet)  ADJUSTED  
 AI9550  ___________________________________________________________________
 AI9550  GEOID HEIGHT-         -35.79  (meters)                     GEOID03
 AI9550  DYNAMIC HT  -         259.162 (meters)     850.27  (feet)  COMP
 AI9550  MODELED GRAV-     980,398.1   (mgal)                       NAVD 88
 AI9550
 AI9550  VERT ORDER  -  SECOND    CLASS I
 AI9550
 AI9550.The horizontal coordinates were scaled from a topographic map and have
 AI9550.an estimated accuracy of +/- 6 seconds.
 AI9550
 AI9550.The orthometric height was determined by differential leveling
 AI9550.and adjusted by the National Geodetic Survey in February 2001..
 AI9550
 AI9550.The geoid height was determined by GEOID03.
 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     -   199,340.      716,150.      MT  (+/- 180 meters Scaled)
 AI9550
 AI9550                          SUPERSEDED SURVEY CONTROL
 AI9550
 AI9550.No superseded survey control is available for this station.
 AI9550
 AI9550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP747492(NAD 83)
 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 = OCTOBER  7, 2006
 AI9551 ***********************************************************************
 AI9551  DESIGNATION -  3J57
 AI9551  PID         -  AI9551
 AI9551  STATE/COUNTY-  WI/FOND DU LAC
 AI9551  USGS QUAD   -  ELDORADO (1992)
 AI9551
 AI9551                         *CURRENT SURVEY CONTROL
 AI9551  ___________________________________________________________________
 AI9551* NAD 83(1986)-  43 47 07.     (N)    088 32 00.     (W)     SCALED    
 AI9551* NAVD 88     -       261.501  (meters)     857.94   (feet)  ADJUSTED  
 AI9551  ___________________________________________________________________
 AI9551  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 AI9551  DYNAMIC HT  -         261.445 (meters)     857.76  (feet)  COMP
 AI9551  MODELED GRAV-     980,400.1   (mgal)                       NAVD 88
 AI9551
 AI9551  VERT ORDER  -  SECOND    CLASS I
 AI9551
 AI9551.The horizontal coordinates were scaled from a topographic map and have
 AI9551.an estimated accuracy of +/- 6 seconds.
 AI9551
 AI9551.The orthometric height was determined by differential leveling
 AI9551.and adjusted by the National Geodetic Survey in February 2001..
 AI9551
 AI9551.The geoid height was determined by GEOID03.
 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     -   199,370.      718,050.      MT  (+/- 180 meters Scaled)
 AI9551
 AI9551                          SUPERSEDED SURVEY CONTROL
 AI9551
 AI9551.No superseded survey control is available for this station.
 AI9551
 AI9551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP766491(NAD 83)
 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 = OCTOBER  7, 2006
 AI9552 ***********************************************************************
 AI9552  DESIGNATION -  3J58
 AI9552  PID         -  AI9552
 AI9552  STATE/COUNTY-  WI/FOND DU LAC
 AI9552  USGS QUAD   -  ELDORADO (1992)
 AI9552
 AI9552                         *CURRENT SURVEY CONTROL
 AI9552  ___________________________________________________________________
 AI9552* NAD 83(1986)-  43 47 08.     (N)    088 30 59.     (W)     SCALED    
 AI9552* NAVD 88     -       250.221  (meters)     820.93   (feet)  ADJUSTED  
 AI9552  ___________________________________________________________________
 AI9552  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 AI9552  DYNAMIC HT  -         250.168 (meters)     820.76  (feet)  COMP
 AI9552  MODELED GRAV-     980,401.6   (mgal)                       NAVD 88
 AI9552
 AI9552  VERT ORDER  -  SECOND    CLASS I
 AI9552
 AI9552.The horizontal coordinates were scaled from a topographic map and have
 AI9552.an estimated accuracy of +/- 6 seconds.
 AI9552
 AI9552.The orthometric height was determined by differential leveling
 AI9552.and adjusted by the National Geodetic Survey in February 2001..
 AI9552
 AI9552.The geoid height was determined by GEOID03.
 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     -   199,420.      719,410.      MT  (+/- 180 meters Scaled)
 AI9552
 AI9552                          SUPERSEDED SURVEY CONTROL
 AI9552
 AI9552.No superseded survey control is available for this station.
 AI9552
 AI9552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP779491(NAD 83)
 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 = OCTOBER  7, 2006
 AI9553 ***********************************************************************
 AI9553  DESIGNATION -  3J59
 AI9553  PID         -  AI9553
 AI9553  STATE/COUNTY-  WI/FOND DU LAC
 AI9553  USGS QUAD   -  ELDORADO (1992)
 AI9553
 AI9553                         *CURRENT SURVEY CONTROL
 AI9553  ___________________________________________________________________
 AI9553* NAD 83(1986)-  43 47 03.     (N)    088 30 08.     (W)     SCALED    
 AI9553* NAVD 88     -       244.291  (meters)     801.48   (feet)  ADJUSTED  
 AI9553  ___________________________________________________________________
 AI9553  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 AI9553  DYNAMIC HT  -         244.239 (meters)     801.31  (feet)  COMP
 AI9553  MODELED GRAV-     980,402.8   (mgal)                       NAVD 88
 AI9553
 AI9553  VERT ORDER  -  SECOND    CLASS I
 AI9553
 AI9553.The horizontal coordinates were scaled from a topographic map and have
 AI9553.an estimated accuracy of +/- 6 seconds.
 AI9553
 AI9553.The orthometric height was determined by differential leveling
 AI9553.and adjusted by the National Geodetic Survey in February 2001..
 AI9553
 AI9553.The geoid height was determined by GEOID03.
 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     -   199,290.      720,550.      MT  (+/- 180 meters Scaled)
 AI9553
 AI9553                          SUPERSEDED SURVEY CONTROL
 AI9553
 AI9553.No superseded survey control is available for this station.
 AI9553
 AI9553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP791489(NAD 83)
 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 19, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI9585 ***********************************************************************
 AI9585  DESIGNATION -  3J73
 AI9585  PID         -  AI9585
 AI9585  STATE/COUNTY-  WI/FOND DU LAC
 AI9585  USGS QUAD   -  RIPON (1980)
 AI9585
 AI9585                         *CURRENT SURVEY CONTROL
 AI9585  ___________________________________________________________________
 AI9585* NAD 83(1986)-  43 50 41.     (N)    088 49 16.     (W)     SCALED    
 AI9585* NAVD 88     -       283.450  (meters)     929.95   (feet)  ADJUSTED  
 AI9585  ___________________________________________________________________
 AI9585  GEOID HEIGHT-         -35.94  (meters)                     GEOID03
 AI9585  DYNAMIC HT  -         283.389 (meters)     929.75  (feet)  COMP
 AI9585  MODELED GRAV-     980,396.7   (mgal)                       NAVD 88
 AI9585
 AI9585  VERT ORDER  -  SECOND    CLASS I
 AI9585
 AI9585.The horizontal coordinates were scaled from a topographic map and have
 AI9585.an estimated accuracy of +/- 6 seconds.
 AI9585
 AI9585.The orthometric height was determined by differential leveling
 AI9585.and adjusted by the National Geodetic Survey in February 2001..
 AI9585
 AI9585.The geoid height was determined by GEOID03.
 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     -   205,610.      694,790.      MT  (+/- 180 meters Scaled)
 AI9585
 AI9585                          SUPERSEDED SURVEY CONTROL
 AI9585
 AI9585.No superseded survey control is available for this station.
 AI9585
 AI9585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP536562(NAD 83)
 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 = OCTOBER  7, 2006
 AI9537 ***********************************************************************
 AI9537  DESIGNATION -  3J74
 AI9537  PID         -  AI9537
 AI9537  STATE/COUNTY-  WI/FOND DU LAC
 AI9537  USGS QUAD   -  RIPON (1980)
 AI9537
 AI9537                         *CURRENT SURVEY CONTROL
 AI9537  ___________________________________________________________________
 AI9537* NAD 83(1986)-  43 51 06.     (N)    088 48 45.     (W)     SCALED    
 AI9537* NAVD 88     -       288.868  (meters)     947.73   (feet)  ADJUSTED  
 AI9537  ___________________________________________________________________
 AI9537  GEOID HEIGHT-         -35.96  (meters)                     GEOID03
 AI9537  DYNAMIC HT  -         288.806 (meters)     947.52  (feet)  COMP
 AI9537  MODELED GRAV-     980,397.1   (mgal)                       NAVD 88
 AI9537
 AI9537  VERT ORDER  -  SECOND    CLASS I
 AI9537
 AI9537.The horizontal coordinates were scaled from a topographic map and have
 AI9537.an estimated accuracy of +/- 6 seconds.
 AI9537
 AI9537.The orthometric height was determined by differential leveling
 AI9537.and adjusted by the National Geodetic Survey in February 2001..
 AI9537
 AI9537.The geoid height was determined by GEOID03.
 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     -   206,390.      695,480.      MT  (+/- 180 meters Scaled)
 AI9537
 AI9537                          SUPERSEDED SURVEY CONTROL
 AI9537
 AI9537.No superseded survey control is available for this station.
 AI9537
 AI9537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP543569(NAD 83)
 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 = OCTOBER  7, 2006
 AI9536 ***********************************************************************
 AI9536  DESIGNATION -  3J75
 AI9536  PID         -  AI9536
 AI9536  STATE/COUNTY-  WI/FOND DU LAC
 AI9536  USGS QUAD   -  RIPON (1980)
 AI9536
 AI9536                         *CURRENT SURVEY CONTROL
 AI9536  ___________________________________________________________________
 AI9536* NAD 83(1986)-  43 51 08.     (N)    088 47 22.     (W)     SCALED    
 AI9536* NAVD 88     -       296.089  (meters)     971.42   (feet)  ADJUSTED  
 AI9536  ___________________________________________________________________
 AI9536  GEOID HEIGHT-         -35.96  (meters)                     GEOID03
 AI9536  DYNAMIC HT  -         296.025 (meters)     971.21  (feet)  COMP
 AI9536  MODELED GRAV-     980,397.1   (mgal)                       NAVD 88
 AI9536
 AI9536  VERT ORDER  -  SECOND    CLASS I
 AI9536
 AI9536.The horizontal coordinates were scaled from a topographic map and have
 AI9536.an estimated accuracy of +/- 6 seconds.
 AI9536
 AI9536.The orthometric height was determined by differential leveling
 AI9536.and adjusted by the National Geodetic Survey in February 2001..
 AI9536
 AI9536.The geoid height was determined by GEOID03.
 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     -   206,470.      697,330.      MT  (+/- 180 meters Scaled)
 AI9536
 AI9536                          SUPERSEDED SURVEY CONTROL
 AI9536
 AI9536.No superseded survey control is available for this station.
 AI9536
 AI9536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP561570(NAD 83)
 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 = OCTOBER  7, 2006
 AI9535 ***********************************************************************
 AI9535  DESIGNATION -  3J76
 AI9535  PID         -  AI9535
 AI9535  STATE/COUNTY-  WI/FOND DU LAC
 AI9535  USGS QUAD   -  RUSH LAKE (1980)
 AI9535
 AI9535                         *CURRENT SURVEY CONTROL
 AI9535  ___________________________________________________________________
 AI9535* NAD 83(1986)-  43 52 36.     (N)    088 46 22.     (W)     SCALED    
 AI9535* NAVD 88     -       276.595  (meters)     907.46   (feet)  ADJUSTED  
 AI9535  ___________________________________________________________________
 AI9535  GEOID HEIGHT-         -36.02  (meters)                     GEOID03
 AI9535  DYNAMIC HT  -         276.536 (meters)     907.27  (feet)  COMP
 AI9535  MODELED GRAV-     980,399.0   (mgal)                       NAVD 88
 AI9535
 AI9535  VERT ORDER  -  SECOND    CLASS I
 AI9535
 AI9535.The horizontal coordinates were scaled from a topographic map and have
 AI9535.an estimated accuracy of +/- 6 seconds.
 AI9535
 AI9535.The orthometric height was determined by differential leveling
 AI9535.and adjusted by the National Geodetic Survey in February 2001..
 AI9535
 AI9535.The geoid height was determined by GEOID03.
 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     -   209,210.      698,630.      MT  (+/- 180 meters Scaled)
 AI9535
 AI9535                          SUPERSEDED SURVEY CONTROL
 AI9535
 AI9535.No superseded survey control is available for this station.
 AI9535
 AI9535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP575597(NAD 83)
 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 = OCTOBER  7, 2006
 AI9534 ***********************************************************************
 AI9534  DESIGNATION -  3J77
 AI9534  PID         -  AI9534
 AI9534  STATE/COUNTY-  WI/FOND DU LAC
 AI9534  USGS QUAD   -  RUSH LAKE (1980)
 AI9534
 AI9534                         *CURRENT SURVEY CONTROL
 AI9534  ___________________________________________________________________
 AI9534* NAD 83(1986)-  43 53 00.     (N)    088 45 26.     (W)     SCALED    
 AI9534* NAVD 88     -       280.318  (meters)     919.68   (feet)  ADJUSTED  
 AI9534  ___________________________________________________________________
 AI9534  GEOID HEIGHT-         -36.03  (meters)                     GEOID03
 AI9534  DYNAMIC HT  -         280.258 (meters)     919.48  (feet)  COMP
 AI9534  MODELED GRAV-     980,399.7   (mgal)                       NAVD 88
 AI9534
 AI9534  VERT ORDER  -  SECOND    CLASS I
 AI9534
 AI9534.The horizontal coordinates were scaled from a topographic map and have
 AI9534.an estimated accuracy of +/- 6 seconds.
 AI9534
 AI9534.The orthometric height was determined by differential leveling
 AI9534.and adjusted by the National Geodetic Survey in February 2001..
 AI9534
 AI9534.The geoid height was determined by GEOID03.
 AI9534
 AI9534.The dynamic height is computed by dividing the NAVD 88
 AI9534.geopotential number by the normal gravity value computed on the
 AI9534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9534.degrees latitude (g = 980.6199 gals.).
 AI9534
 AI9534.The modeled gravity was interpolated from observed gravity values.
 AI9534
 AI9534;                    North         East    Units  Estimated Accuracy
 AI9534;SPC WI S     -   209,970.      699,870.      MT  (+/- 180 meters Scaled)
 AI9534
 AI9534                          SUPERSEDED SURVEY CONTROL
 AI9534
 AI9534.No superseded survey control is available for this station.
 AI9534
 AI9534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP588604(NAD 83)
 AI9534_MARKER: DD = SURVEY DISK
 AI9534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9534_STAMPING: 3J77 2000
 AI9534_MARK LOGO: WIDT  
 AI9534_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9534+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2006
 AI9534
 AI9534  HISTORY     - Date     Condition        Report By
 AI9534  HISTORY     - 1999     MONUMENTED       WIDT
 AI9534  HISTORY     - 20030722 GOOD             USPSQD
 AI9534  HISTORY     - 20050512 GOOD             WIDT
 AI9534  HISTORY     - 20060921 GOOD             USPSQD
 AI9534
 AI9534                          STATION DESCRIPTION
 AI9534
 AI9534'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI9534'THE STATION IS LOCATED ABOUT 22.53 KM (14.00 MI) SOUTHWEST OF OSHKOSH
 AI9534'AND 8.05 KM (5.00 MI) NORTHEAST OF RIPON.  OWNERSHIP--WISCONSIN
 AI9534'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI9534'OF STATE HIGHWAY 44 AND STATE HIGHWAY 49 WITH STATE HIGHWAY 23 AT THE
 AI9534'INTERSECTION OF BLACKBURN STREET WITH EAST FOND DU LAC STREET IN THE
 AI9534'CITY OF RIPON, GO EAST ON STATE HIGHWAY 23 (EAST FOND DU LAC STREET)
 AI9534'FOR 1.44 KM (0.90 MI) TO DOUGLAS STREET, TURN LEFT AND GO NORTH ON
 AI9534'DOUGLAS STREET FOR 1.61 KM (1.00 MI) TO STATE HIGHWAY 44, TURN RIGHT
 AI9534'AND GO NORTHEAST ON STATE HIGHWAY 44 FOR 5.63 KM (3.50 MI) TO FLETCHER
 AI9534'ROAD ON THE RIGHT, CONTINUE NORTHEAST ON STATE HIGHWAY 44 FOR 0.80 KM
 AI9534'(0.50 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 AI9534'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 AI9534'DISK STAMPED --3J77 2000-- SET IN THE TOP OF A 41-CM (16-INCH)
 AI9534'DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 AI9534'HIGHWAY PAVEMENT.  THE STATION IS 8.9 M (29.2 FT) SOUTH-SOUTHWEST OF
 AI9534'THE CENTERLINE OF STATE HIGHWAY 44, 69 M (226.4 FT) WEST-SOUTHWEST OF
 AI9534'A WOOD RIGHT-OF-WAY POST, 61 M (200.1 FT) EAST-NORTHEAST OF THE
 AI9534'EXTENDED CENTERLINE OF PRIVATE ENTRANCE --N4846--, 24.7 M (81.0 FT)
 AI9534'SOUTH OF POWER POLE --16-15-6 23/15--, 22 M (72.2 FT) NORTH-NORTHWEST
 AI9534'OF THE CENTERLINE OF A FIELD ENTRANCE, AND 1.0 M (3.3 FT)
 AI9534'NORTH-NORTHWEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 AI9534'STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES
 AI9534'ABOVE THE HORIZON.
 AI9534
 AI9534                          STATION RECOVERY (2003)
 AI9534
 AI9534'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9534'RECOVERED IN GOOD CONDITION.
 AI9534
 AI9534                          STATION RECOVERY (2005)
 AI9534
 AI9534'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9534'RECOVERED IN GOOD CONDITION.  CORRECTION TO THE 1999 DESCRIPTION-- THE
 AI9534'ADDRESS OF THE PRIVATE RESIDENCE IS --N9486-- (NOT --N4846--).  ADD--
 AI9534'THE STATION IS 1 M NORTHWEST, 1 M NORTHEAST, AND 1 M SOUTHWEST OF
 AI9534'THREE WHITE PLASTIC WITNESS POSTS.
 AI9534
 AI9534                          STATION RECOVERY (2006)
 AI9534
 AI9534'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9534'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI9533 ***********************************************************************
 AI9533  DESIGNATION -  3J78
 AI9533  PID         -  AI9533
 AI9533  STATE/COUNTY-  WI/WINNEBAGO
 AI9533  USGS QUAD   -  PICKETT (1980)
 AI9533
 AI9533                         *CURRENT SURVEY CONTROL
 AI9533  ___________________________________________________________________
 AI9533* NAD 83(1986)-  43 53 46.     (N)    088 44 38.     (W)     SCALED    
 AI9533* NAVD 88     -       271.936  (meters)     892.18   (feet)  ADJUSTED  
 AI9533  ___________________________________________________________________
 AI9533  GEOID HEIGHT-         -36.06  (meters)                     GEOID03
 AI9533  DYNAMIC HT  -         271.879 (meters)     891.99  (feet)  COMP
 AI9533  MODELED GRAV-     980,400.9   (mgal)                       NAVD 88
 AI9533
 AI9533  VERT ORDER  -  SECOND    CLASS I
 AI9533
 AI9533.The horizontal coordinates were scaled from a topographic map and have
 AI9533.an estimated accuracy of +/- 6 seconds.
 AI9533
 AI9533.The orthometric height was determined by differential leveling
 AI9533.and adjusted by the National Geodetic Survey in February 2001..
 AI9533
 AI9533.The geoid height was determined by GEOID03.
 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     -   211,400.      700,920.      MT  (+/- 180 meters Scaled)
 AI9533
 AI9533                          SUPERSEDED SURVEY CONTROL
 AI9533
 AI9533.No superseded survey control is available for this station.
 AI9533
 AI9533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP599618(NAD 83)
 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 = OCTOBER  7, 2006
 AI9532 ***********************************************************************
 AI9532  DESIGNATION -  3J79
 AI9532  PID         -  AI9532
 AI9532  STATE/COUNTY-  WI/WINNEBAGO
 AI9532  USGS QUAD   -  PICKETT (1980)
 AI9532
 AI9532                         *CURRENT SURVEY CONTROL
 AI9532  ___________________________________________________________________
 AI9532* NAD 83(1986)-  43 54 25.     (N)    088 43 30.     (W)     SCALED    
 AI9532* NAVD 88     -       270.735  (meters)     888.24   (feet)  ADJUSTED  
 AI9532  ___________________________________________________________________
 AI9532  GEOID HEIGHT-         -36.08  (meters)                     GEOID03
 AI9532  DYNAMIC HT  -         270.678 (meters)     888.05  (feet)  COMP
 AI9532  MODELED GRAV-     980,402.2   (mgal)                       NAVD 88
 AI9532
 AI9532  VERT ORDER  -  SECOND    CLASS I
 AI9532
 AI9532.The horizontal coordinates were scaled from a topographic map and have
 AI9532.an estimated accuracy of +/- 6 seconds.
 AI9532
 AI9532.The orthometric height was determined by differential leveling
 AI9532.and adjusted by the National Geodetic Survey in February 2001..
 AI9532
 AI9532.The geoid height was determined by GEOID03.
 AI9532
 AI9532.The dynamic height is computed by dividing the NAVD 88
 AI9532.geopotential number by the normal gravity value computed on the
 AI9532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9532.degrees latitude (g = 980.6199 gals.).
 AI9532
 AI9532.The modeled gravity was interpolated from observed gravity values.
 AI9532
 AI9532;                    North         East    Units  Estimated Accuracy
 AI9532;SPC WI S     -   212,630.      702,420.      MT  (+/- 180 meters Scaled)
 AI9532
 AI9532                          SUPERSEDED SURVEY CONTROL
 AI9532
 AI9532.No superseded survey control is available for this station.
 AI9532
 AI9532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP614629(NAD 83)
 AI9532_MARKER: DD = SURVEY DISK
 AI9532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9532_STAMPING: 3J79 2000
 AI9532_MARK LOGO: WIDT  
 AI9532_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9532+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2006
 AI9532
 AI9532  HISTORY     - Date     Condition        Report By
 AI9532  HISTORY     - 1999     MONUMENTED       WIDT
 AI9532  HISTORY     - 20031217 GOOD             USPSQD
 AI9532  HISTORY     - 20050613 GOOD             WIDT
 AI9532  HISTORY     - 20060921 GOOD             USPSQD
 AI9532
 AI9532                          STATION DESCRIPTION
 AI9532
 AI9532'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI9532'THE STATION IS LOCATED ABOUT 19.31 KM (12.00 MI) SOUTHWEST OF OSHKOSH
 AI9532'AND 11.27 KM (7.00 MI) NORTHEAST OF RIPON.  OWNERSHIP--TOWN OF UTICA.
 AI9532'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 44 WITH COUNTY
 AI9532'HIGHWAY M IN THE COMMUNITY OF PICKETT, GO SOUTHEAST ON COUNTY HIGHWAY
 AI9532'M FOR 0.64 KM (0.40 MI) TO THE STATION ON THE RIGHT. THE STATION IS A
 AI9532'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 AI9532'STATION DISK STAMPED --3J79 2000-- SET IN THE TOP OF A 41-CM (16-INCH)
 AI9532'DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 AI9532'HIGHWAY PAVEMENT.  THE STATION IS 7.4 M (24.3 FT) WEST OF THE
 AI9532'CENTERLINE OF COUNTY HIGHWAY M, 63 M (206.7 FT) NORTH-NORTHWEST OF THE
 AI9532'EXTENDED CENTERLINE OF PRIVATE ENTRANCE --412--, 35.4 M (116.1 FT)
 AI9532'SOUTHWEST OF POWER POLE --17-15-33W3--, 30.7 M (100.7 FT) NORTHWEST OF
 AI9532'POWER POLE --17-15-33W4--, 2 M (6.6 FT) EAST OF A CULTIVATED FIELD,
 AI9532'AND 0.6 M (2.0 FT) EAST OF A WHITE PLASTIC WITNESS POST.
 AI9532'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER
 AI9532'THAN 15 DEGREES ABOVE THE HORIZON.
 AI9532
 AI9532                          STATION RECOVERY (2003)
 AI9532
 AI9532'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9532'RECOVERED IN GOOD CONDITION.
 AI9532
 AI9532                          STATION RECOVERY (2005)
 AI9532
 AI9532'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9532'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.3 M NORTH OF A
 AI9532'NEW UTILITY POLE  NUMBERED --1715 32E15-- WITH A SOLAR PANEL AND
 AI9532'ANTENNA ATOP WHICH RISES HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI9532'ALSO, THE STATION IS 1.0 M EAST, 1.0 M NORTH, AND 1.0 M SOUTH OF THREE
 AI9532'WHITE PLASTIC WITNESS POSTS.
 AI9532
 AI9532                          STATION RECOVERY (2006)
 AI9532
 AI9532'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9532'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI9531 ***********************************************************************
 AI9531  DESIGNATION -  3J80
 AI9531  PID         -  AI9531
 AI9531  STATE/COUNTY-  WI/WINNEBAGO
 AI9531  USGS QUAD   -  PICKETT (1980)
 AI9531
 AI9531                         *CURRENT SURVEY CONTROL
 AI9531  ___________________________________________________________________
 AI9531* NAD 83(1986)-  43 55 08.     (N)    088 43 18.     (W)     SCALED    
 AI9531* NAVD 88     -       261.915  (meters)     859.30   (feet)  ADJUSTED  
 AI9531  ___________________________________________________________________
 AI9531  GEOID HEIGHT-         -36.11  (meters)                     GEOID03
 AI9531  DYNAMIC HT  -         261.860 (meters)     859.12  (feet)  COMP
 AI9531  MODELED GRAV-     980,403.3   (mgal)                       NAVD 88
 AI9531
 AI9531  VERT ORDER  -  SECOND    CLASS I
 AI9531
 AI9531.The horizontal coordinates were scaled from a topographic map and have
 AI9531.an estimated accuracy of +/- 6 seconds.
 AI9531
 AI9531.The orthometric height was determined by differential leveling
 AI9531.and adjusted by the National Geodetic Survey in February 2001..
 AI9531
 AI9531.The geoid height was determined by GEOID03.
 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     -   213,960.      702,660.      MT  (+/- 180 meters Scaled)
 AI9531
 AI9531                          SUPERSEDED SURVEY CONTROL
 AI9531
 AI9531.No superseded survey control is available for this station.
 AI9531
 AI9531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP617643(NAD 83)
 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 = OCTOBER  7, 2006
 AI9530 ***********************************************************************
 AI9530  DESIGNATION -  3J81
 AI9530  PID         -  AI9530
 AI9530  STATE/COUNTY-  WI/WINNEBAGO
 AI9530  USGS QUAD   -  PICKETT (1980)
 AI9530
 AI9530                         *CURRENT SURVEY CONTROL
 AI9530  ___________________________________________________________________
 AI9530* NAD 83(1986)-  43 55 47.     (N)    088 42 39.     (W)     SCALED    
 AI9530* NAVD 88     -       264.333  (meters)     867.23   (feet)  ADJUSTED  
 AI9530  ___________________________________________________________________
 AI9530  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 AI9530  DYNAMIC HT  -         264.278 (meters)     867.05  (feet)  COMP
 AI9530  MODELED GRAV-     980,404.5   (mgal)                       NAVD 88
 AI9530
 AI9530  VERT ORDER  -  SECOND    CLASS I
 AI9530
 AI9530.The horizontal coordinates were scaled from a topographic map and have
 AI9530.an estimated accuracy of +/- 6 seconds.
 AI9530
 AI9530.The orthometric height was determined by differential leveling
 AI9530.and adjusted by the National Geodetic Survey in February 2001..
 AI9530
 AI9530.The geoid height was determined by GEOID03.
 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     -   215,180.      703,510.      MT  (+/- 180 meters Scaled)
 AI9530
 AI9530                          SUPERSEDED SURVEY CONTROL
 AI9530
 AI9530.No superseded survey control is available for this station.
 AI9530
 AI9530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP626654(NAD 83)
 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 = OCTOBER  7, 2006
 AI9528 ***********************************************************************
 AI9528  DESIGNATION -  3J82
 AI9528  PID         -  AI9528
 AI9528  STATE/COUNTY-  WI/WINNEBAGO
 AI9528  USGS QUAD   -  PICKETT (1980)
 AI9528
 AI9528                         *CURRENT SURVEY CONTROL
 AI9528  ___________________________________________________________________
 AI9528* NAD 83(1986)-  43 57 26.     (N)    088 39 26.     (W)     SCALED    
 AI9528* NAVD 88     -       269.605  (meters)     884.53   (feet)  ADJUSTED  
 AI9528  ___________________________________________________________________
 AI9528  GEOID HEIGHT-         -36.17  (meters)                     GEOID03
 AI9528  DYNAMIC HT  -         269.550 (meters)     884.35  (feet)  COMP
 AI9528  MODELED GRAV-     980,407.6   (mgal)                       NAVD 88
 AI9528
 AI9528  VERT ORDER  -  SECOND    CLASS I
 AI9528
 AI9528.The horizontal coordinates were scaled from a topographic map and have
 AI9528.an estimated accuracy of +/- 6 seconds.
 AI9528
 AI9528.The orthometric height was determined by differential leveling
 AI9528.and adjusted by the National Geodetic Survey in February 2001..
 AI9528
 AI9528.The geoid height was determined by GEOID03.
 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     -   218,300.      707,770.      MT  (+/- 180 meters Scaled)
 AI9528
 AI9528                          SUPERSEDED SURVEY CONTROL
 AI9528
 AI9528.No superseded survey control is available for this station.
 AI9528
 AI9528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP670684(NAD 83)
 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 = OCTOBER  7, 2006
 AI9527 ***********************************************************************
 AI9527  DESIGNATION -  3J83
 AI9527  PID         -  AI9527
 AI9527  STATE/COUNTY-  WI/WINNEBAGO
 AI9527  USGS QUAD   -  PICKETT (1980)
 AI9527
 AI9527                         *CURRENT SURVEY CONTROL
 AI9527  ___________________________________________________________________
 AI9527* NAD 83(1986)-  43 57 55.     (N)    088 38 20.     (W)     SCALED    
 AI9527* NAVD 88     -       261.526  (meters)     858.02   (feet)  ADJUSTED  
 AI9527  ___________________________________________________________________
 AI9527  GEOID HEIGHT-         -36.18  (meters)                     GEOID03
 AI9527  DYNAMIC HT  -         261.473 (meters)     857.85  (feet)  COMP
 AI9527  MODELED GRAV-     980,408.1   (mgal)                       NAVD 88
 AI9527
 AI9527  VERT ORDER  -  SECOND    CLASS I
 AI9527
 AI9527.The horizontal coordinates were scaled from a topographic map and have
 AI9527.an estimated accuracy of +/- 6 seconds.
 AI9527
 AI9527.The orthometric height was determined by differential leveling
 AI9527.and adjusted by the National Geodetic Survey in February 2001..
 AI9527
 AI9527.The geoid height was determined by GEOID03.
 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     -   219,220.      709,230.      MT  (+/- 180 meters Scaled)
 AI9527
 AI9527                          SUPERSEDED SURVEY CONTROL
 AI9527
 AI9527.No superseded survey control is available for this station.
 AI9527
 AI9527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP685693(NAD 83)
 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 - September 22, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI9526 ***********************************************************************
 AI9526  DESIGNATION -  3J84
 AI9526  PID         -  AI9526
 AI9526  STATE/COUNTY-  WI/WINNEBAGO
 AI9526  USGS QUAD   -  VAN DYNE (1992)
 AI9526
 AI9526                         *CURRENT SURVEY CONTROL
 AI9526  ___________________________________________________________________
 AI9526* NAD 83(1986)-  43 58 25.     (N)    088 37 24.     (W)     SCALED    
 AI9526* NAVD 88     -       260.343  (meters)     854.14   (feet)  ADJUSTED  
 AI9526  ___________________________________________________________________
 AI9526  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 AI9526  DYNAMIC HT  -         260.290 (meters)     853.97  (feet)  COMP
 AI9526  MODELED GRAV-     980,408.5   (mgal)                       NAVD 88
 AI9526
 AI9526  VERT ORDER  -  SECOND    CLASS I
 AI9526
 AI9526.The horizontal coordinates were scaled from a topographic map and have
 AI9526.an estimated accuracy of +/- 6 seconds.
 AI9526
 AI9526.The orthometric height was determined by differential leveling
 AI9526.and adjusted by the National Geodetic Survey in February 2001..
 AI9526
 AI9526.The geoid height was determined by GEOID03.
 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     -   220,170.      710,460.      MT  (+/- 180 meters Scaled)
 AI9526
 AI9526                          SUPERSEDED SURVEY CONTROL
 AI9526
 AI9526.No superseded survey control is available for this station.
 AI9526
 AI9526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP697702(NAD 83)
 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 - September 22, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI9525 ***********************************************************************
 AI9525  DESIGNATION -  3J85
 AI9525  PID         -  AI9525
 AI9525  STATE/COUNTY-  WI/WINNEBAGO
 AI9525  USGS QUAD   -  VAN DYNE (1992)
 AI9525
 AI9525                         *CURRENT SURVEY CONTROL
 AI9525  ___________________________________________________________________
 AI9525* NAD 83(1986)-  43 58 44.     (N)    088 36 23.     (W)     SCALED    
 AI9525* NAVD 88     -       259.159  (meters)     850.26   (feet)  ADJUSTED  
 AI9525  ___________________________________________________________________
 AI9525  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 AI9525  DYNAMIC HT  -         259.106 (meters)     850.08  (feet)  COMP
 AI9525  MODELED GRAV-     980,408.3   (mgal)                       NAVD 88
 AI9525
 AI9525  VERT ORDER  -  SECOND    CLASS I
 AI9525
 AI9525.The horizontal coordinates were scaled from a topographic map and have
 AI9525.an estimated accuracy of +/- 6 seconds.
 AI9525
 AI9525.The orthometric height was determined by differential leveling
 AI9525.and adjusted by the National Geodetic Survey in February 2001..
 AI9525
 AI9525.The geoid height was determined by GEOID03.
 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     -   220,780.      711,810.      MT  (+/- 180 meters Scaled)
 AI9525
 AI9525                          SUPERSEDED SURVEY CONTROL
 AI9525
 AI9525.No superseded survey control is available for this station.
 AI9525
 AI9525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP711707(NAD 83)
 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 - September 22, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI9524 ***********************************************************************
 AI9524  DESIGNATION -  3J86
 AI9524  PID         -  AI9524
 AI9524  STATE/COUNTY-  WI/WINNEBAGO
 AI9524  USGS QUAD   -  VAN DYNE (1992)
 AI9524
 AI9524                         *CURRENT SURVEY CONTROL
 AI9524  ___________________________________________________________________
 AI9524* NAD 83(1986)-  43 59 26.     (N)    088 34 58.     (W)     SCALED    
 AI9524* NAVD 88     -       256.564  (meters)     841.74   (feet)  ADJUSTED  
 AI9524  ___________________________________________________________________
 AI9524  GEOID HEIGHT-         -36.21  (meters)                     GEOID03
 AI9524  DYNAMIC HT  -         256.511 (meters)     841.57  (feet)  COMP
 AI9524  MODELED GRAV-     980,407.8   (mgal)                       NAVD 88
 AI9524
 AI9524  VERT ORDER  -  SECOND    CLASS I
 AI9524
 AI9524.The horizontal coordinates were scaled from a topographic map and have
 AI9524.an estimated accuracy of +/- 6 seconds.
 AI9524
 AI9524.The orthometric height was determined by differential leveling
 AI9524.and adjusted by the National Geodetic Survey in February 2001..
 AI9524
 AI9524.The geoid height was determined by GEOID03.
 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     -   222,100.      713,680.      MT  (+/- 180 meters Scaled)
 AI9524
 AI9524                          SUPERSEDED SURVEY CONTROL
 AI9524
 AI9524.No superseded survey control is available for this station.
 AI9524
 AI9524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP730720(NAD 83)
 AI9524_MARKER: DD = SURVEY DISK
 AI9524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9524_STAMPING: 3J86 2000
 AI9524_MARK LOGO: WIDT  
 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 = OCTOBER  7, 2006
 AI9523 ***********************************************************************
 AI9523  DESIGNATION -  3J87
 AI9523  PID         -  AI9523
 AI9523  STATE/COUNTY-  WI/WINNEBAGO
 AI9523  USGS QUAD   -  VAN DYNE (1992)
 AI9523
 AI9523                         *CURRENT SURVEY CONTROL
 AI9523  ___________________________________________________________________
 AI9523* NAD 83(1986)-  43 59 44.     (N)    088 34 16.     (W)     SCALED    
 AI9523* NAVD 88     -       238.876  (meters)     783.71   (feet)  ADJUSTED  
 AI9523  ___________________________________________________________________
 AI9523  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 AI9523  DYNAMIC HT  -         238.826 (meters)     783.55  (feet)  COMP
 AI9523  MODELED GRAV-     980,406.4   (mgal)                       NAVD 88
 AI9523
 AI9523  VERT ORDER  -  SECOND    CLASS I
 AI9523
 AI9523.The horizontal coordinates were scaled from a topographic map and have
 AI9523.an estimated accuracy of +/- 6 seconds.
 AI9523
 AI9523.The orthometric height was determined by differential leveling
 AI9523.and adjusted by the National Geodetic Survey in February 2001..
 AI9523
 AI9523.The geoid height was determined by GEOID03.
 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     -   222,680.      714,610.      MT  (+/- 180 meters Scaled)
 AI9523
 AI9523                          SUPERSEDED SURVEY CONTROL
 AI9523
 AI9523.No superseded survey control is available for this station.
 AI9523
 AI9523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP740725(NAD 83)
 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 - May 23, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI9522 ***********************************************************************
 AI9522  DESIGNATION -  3J88
 AI9522  PID         -  AI9522
 AI9522  STATE/COUNTY-  WI/WINNEBAGO
 AI9522  USGS QUAD   -  VAN DYNE (1992)
 AI9522
 AI9522                         *CURRENT SURVEY CONTROL
 AI9522  ___________________________________________________________________
 AI9522* NAD 83(1986)-  43 59 43.     (N)    088 32 57.     (W)     SCALED    
 AI9522* NAVD 88     -       234.904  (meters)     770.68   (feet)  ADJUSTED  
 AI9522  ___________________________________________________________________
 AI9522  GEOID HEIGHT-         -36.21  (meters)                     GEOID03
 AI9522  DYNAMIC HT  -         234.854 (meters)     770.52  (feet)  COMP
 AI9522  MODELED GRAV-     980,402.6   (mgal)                       NAVD 88
 AI9522
 AI9522  VERT ORDER  -  SECOND    CLASS I
 AI9522
 AI9522.The horizontal coordinates were scaled from a topographic map and have
 AI9522.an estimated accuracy of +/- 6 seconds.
 AI9522
 AI9522.The orthometric height was determined by differential leveling
 AI9522.and adjusted by the National Geodetic Survey in February 2001..
 AI9522
 AI9522.The geoid height was determined by GEOID03.
 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     -   222,680.      716,370.      MT  (+/- 180 meters Scaled)
 AI9522
 AI9522                          SUPERSEDED SURVEY CONTROL
 AI9522
 AI9522.No superseded survey control is available for this station.
 AI9522
 AI9522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP757725(NAD 83)
 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 - May 25, 2005
 AI9522
 AI9522  HISTORY     - Date     Condition        Report By
 AI9522  HISTORY     - 1999     MONUMENTED       WIDT
 AI9522  HISTORY     - 2001     GOOD             WIDT
 AI9522  HISTORY     - 20050525 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6010 ***********************************************************************
 AI6010  DESIGNATION -  3K03
 AI6010  PID         -  AI6010
 AI6010  STATE/COUNTY-  WI/DODGE
 AI6010  USGS QUAD   -  LOMIRA (1974)
 AI6010
 AI6010                         *CURRENT SURVEY CONTROL
 AI6010  ___________________________________________________________________
 AI6010* NAD 83(1986)-  43 31 02.     (N)    088 27 41.     (W)     SCALED    
 AI6010* NAVD 88     -       288.375  (meters)     946.11   (feet)  ADJUSTED  
 AI6010  ___________________________________________________________________
 AI6010  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 AI6010  DYNAMIC HT  -         288.310 (meters)     945.90  (feet)  COMP
 AI6010  MODELED GRAV-     980,388.1   (mgal)                       NAVD 88
 AI6010
 AI6010  VERT ORDER  -  SECOND    CLASS I
 AI6010
 AI6010.The horizontal coordinates were scaled from a topographic map and have
 AI6010.an estimated accuracy of +/- 6 seconds.
 AI6010
 AI6010.The orthometric height was determined by differential leveling
 AI6010.and adjusted by the National Geodetic Survey in October 2000..
 AI6010
 AI6010.The geoid height was determined by GEOID03.
 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     -   169,700.      724,390.      MT  (+/- 180 meters Scaled)
 AI6010
 AI6010                          SUPERSEDED SURVEY CONTROL
 AI6010
 AI6010.No superseded survey control is available for this station.
 AI6010
 AI6010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP818192(NAD 83)
 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 = OCTOBER  7, 2006
 AI6021 ***********************************************************************
 AI6021  DESIGNATION -  3K04
 AI6021  PID         -  AI6021
 AI6021  STATE/COUNTY-  WI/DODGE
 AI6021  USGS QUAD   -  LOMIRA (1974)
 AI6021
 AI6021                         *CURRENT SURVEY CONTROL
 AI6021  ___________________________________________________________________
 AI6021* NAD 83(1986)-  43 31 39.     (N)    088 27 03.     (W)     SCALED    
 AI6021* NAVD 88     -       305.721  (meters)    1003.02   (feet)  ADJUSTED  
 AI6021  ___________________________________________________________________
 AI6021  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 AI6021  DYNAMIC HT  -         305.653 (meters)    1002.80  (feet)  COMP
 AI6021  MODELED GRAV-     980,388.4   (mgal)                       NAVD 88
 AI6021
 AI6021  VERT ORDER  -  SECOND    CLASS I
 AI6021
 AI6021.The horizontal coordinates were scaled from a topographic map and have
 AI6021.an estimated accuracy of +/- 6 seconds.
 AI6021
 AI6021.The orthometric height was determined by differential leveling
 AI6021.and adjusted by the National Geodetic Survey in October 2000..
 AI6021
 AI6021.The geoid height was determined by GEOID03.
 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     -   170,850.      725,220.      MT  (+/- 180 meters Scaled)
 AI6021
 AI6021                          SUPERSEDED SURVEY CONTROL
 AI6021
 AI6021.No superseded survey control is available for this station.
 AI6021
 AI6021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP827204(NAD 83)
 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 = OCTOBER  7, 2006
 AI6022 ***********************************************************************
 AI6022  DESIGNATION -  3K05
 AI6022  PID         -  AI6022
 AI6022  STATE/COUNTY-  WI/DODGE
 AI6022  USGS QUAD   -  LOMIRA (1974)
 AI6022
 AI6022                         *CURRENT SURVEY CONTROL
 AI6022  ___________________________________________________________________
 AI6022* NAD 83(1986)-  43 32 12.     (N)    088 26 15.     (W)     SCALED    
 AI6022* NAVD 88     -       293.855  (meters)     964.09   (feet)  ADJUSTED  
 AI6022  ___________________________________________________________________
 AI6022  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 AI6022  DYNAMIC HT  -         293.789 (meters)     963.87  (feet)  COMP
 AI6022  MODELED GRAV-     980,387.9   (mgal)                       NAVD 88
 AI6022
 AI6022  VERT ORDER  -  SECOND    CLASS I
 AI6022
 AI6022.The horizontal coordinates were scaled from a topographic map and have
 AI6022.an estimated accuracy of +/- 6 seconds.
 AI6022
 AI6022.The orthometric height was determined by differential leveling
 AI6022.and adjusted by the National Geodetic Survey in October 2000..
 AI6022
 AI6022.The geoid height was determined by GEOID03.
 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     -   171,890.      726,280.      MT  (+/- 180 meters Scaled)
 AI6022
 AI6022                          SUPERSEDED SURVEY CONTROL
 AI6022
 AI6022.No superseded survey control is available for this station.
 AI6022
 AI6022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP838214(NAD 83)
 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 = OCTOBER  7, 2006
 AI6023 ***********************************************************************
 AI6023  DESIGNATION -  3K06
 AI6023  PID         -  AI6023
 AI6023  STATE/COUNTY-  WI/DODGE
 AI6023  USGS QUAD   -  LOMIRA (1974)
 AI6023
 AI6023                         *CURRENT SURVEY CONTROL
 AI6023  ___________________________________________________________________
 AI6023* NAD 83(1997)-  43 32 10.26491(N)    088 25 41.82480(W)     ADJUSTED  
 AI6023* NAVD 88     -       294.765  (meters)     967.07   (feet)  ADJUSTED  
 AI6023  ___________________________________________________________________
 AI6023  X           -     127,028.409 (meters)                     COMP
 AI6023  Y           -  -4,629,569.934 (meters)                     COMP
 AI6023  Z           -   4,371,055.942 (meters)                     COMP
 AI6023  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 AI6023  ELLIP HEIGHT-         259.70  (meters)          (11/17/00) GPS OBS
 AI6023  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 AI6023  DYNAMIC HT  -         294.699 (meters)     966.86  (feet)  COMP
 AI6023  MODELED GRAV-     980,387.7   (mgal)                       NAVD 88
 AI6023
 AI6023  HORZ ORDER  -  FIRST
 AI6023  VERT ORDER  -  SECOND    CLASS I
 AI6023  ELLP ORDER  -  THIRD     CLASS II
 AI6023
 AI6023.The horizontal coordinates were established by GPS observations
 AI6023.and adjusted by the National Geodetic Survey in July 2000..
 AI6023
 AI6023.The orthometric height was determined by differential leveling
 AI6023.and adjusted by the National Geodetic Survey in October 2000..
 AI6023
 AI6023.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6023
 AI6023.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6023
 AI6023.The ellipsoidal height was determined by GPS observations
 AI6023.and is referenced to NAD 83.
 AI6023
 AI6023.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI6023;SPC WI S     -   171,853.033   727,023.439   MT  0.99993531   +1 04 47.8
 AI6023;SPC WI S     -   563,821.16  2,385,242.73   sFT  0.99993531   +1 04 47.8
 AI6023;UTM  16      - 4,821,350.866   384,599.635   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  =   0.99989459
 AI6023!UTM  16      -   0.99995928  x   0.99976381  =   0.99972310
 AI6023
 AI6023                          SUPERSEDED SURVEY CONTROL
 AI6023
 AI6023  ELLIP H (07/06/00)  259.70   (m)                       GP(       ) 2 1
 AI6023  NAVD 88 (07/06/00)  294.77   (m)          967.1    (f) LEVELING    3  
 AI6023
 AI6023.Superseded values are not recommended for survey control.
 AI6023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6023.See file dsdata.txt to determine how the superseded data were derived.
 AI6023
 AI6023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8460021351(NAD 83)
 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 - September 10, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6024 ***********************************************************************
 AI6024  DESIGNATION -  3K07
 AI6024  PID         -  AI6024
 AI6024  STATE/COUNTY-  WI/DODGE
 AI6024  USGS QUAD   -  LOMIRA (1974)
 AI6024
 AI6024                         *CURRENT SURVEY CONTROL
 AI6024  ___________________________________________________________________
 AI6024* NAD 83(1986)-  43 32 14.     (N)    088 24 22.     (W)     SCALED    
 AI6024* NAVD 88     -       295.453  (meters)     969.33   (feet)  ADJUSTED  
 AI6024  ___________________________________________________________________
 AI6024  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 AI6024  DYNAMIC HT  -         295.386 (meters)     969.11  (feet)  COMP
 AI6024  MODELED GRAV-     980,387.1   (mgal)                       NAVD 88
 AI6024
 AI6024  VERT ORDER  -  SECOND    CLASS I
 AI6024
 AI6024.The horizontal coordinates were scaled from a topographic map and have
 AI6024.an estimated accuracy of +/- 6 seconds.
 AI6024
 AI6024.The orthometric height was determined by differential leveling
 AI6024.and adjusted by the National Geodetic Survey in October 2000..
 AI6024
 AI6024.The geoid height was determined by GEOID03.
 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     -   172,000.      728,810.      MT  (+/- 180 meters Scaled)
 AI6024
 AI6024                          SUPERSEDED SURVEY CONTROL
 AI6024
 AI6024.No superseded survey control is available for this station.
 AI6024
 AI6024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP863214(NAD 83)
 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 - July 20, 2004
 AI6024
 AI6024  HISTORY     - Date     Condition        Report By
 AI6024  HISTORY     - 1999     MONUMENTED       WIDT
 AI6024  HISTORY     - 20030806 GOOD             USPSQD
 AI6024  HISTORY     - 20040720 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6025 ***********************************************************************
 AI6025  DESIGNATION -  3K08
 AI6025  PID         -  AI6025
 AI6025  STATE/COUNTY-  WI/WASHINGTON
 AI6025  USGS QUAD   -  LOMIRA (1974)
 AI6025
 AI6025                         *CURRENT SURVEY CONTROL
 AI6025  ___________________________________________________________________
 AI6025* NAD 83(1986)-  43 32 03.     (N)    088 23 20.     (W)     SCALED    
 AI6025* NAVD 88     -       298.712  (meters)     980.02   (feet)  ADJUSTED  
 AI6025  ___________________________________________________________________
 AI6025  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 AI6025  DYNAMIC HT  -         298.645 (meters)     979.80  (feet)  COMP
 AI6025  MODELED GRAV-     980,386.5   (mgal)                       NAVD 88
 AI6025
 AI6025  VERT ORDER  -  SECOND    CLASS I
 AI6025
 AI6025.The horizontal coordinates were scaled from a topographic map and have
 AI6025.an estimated accuracy of +/- 6 seconds.
 AI6025
 AI6025.The orthometric height was determined by differential leveling
 AI6025.and adjusted by the National Geodetic Survey in October 2000..
 AI6025
 AI6025.The geoid height was determined by GEOID03.
 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     -   171,690.      730,210.      MT  (+/- 180 meters Scaled)
 AI6025
 AI6025                          SUPERSEDED SURVEY CONTROL
 AI6025
 AI6025.No superseded survey control is available for this station.
 AI6025
 AI6025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP877210(NAD 83)
 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 - November 08, 2003
 AI6025
 AI6025  HISTORY     - Date     Condition        Report By
 AI6025  HISTORY     - 1999     MONUMENTED       WIDT
 AI6025  HISTORY     - 20031108 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6026 ***********************************************************************
 AI6026  DESIGNATION -  3K09
 AI6026  PID         -  AI6026
 AI6026  STATE/COUNTY-  WI/WASHINGTON
 AI6026  USGS QUAD   -  CAMPBELLSPORT (1974)
 AI6026
 AI6026                         *CURRENT SURVEY CONTROL
 AI6026  ___________________________________________________________________
 AI6026* NAD 83(1986)-  43 31 50.     (N)    088 21 03.     (W)     SCALED    
 AI6026* NAVD 88     -       322.871  (meters)    1059.29   (feet)  ADJUSTED  
 AI6026  ___________________________________________________________________
 AI6026  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 AI6026  DYNAMIC HT  -         322.799 (meters)    1059.05  (feet)  COMP
 AI6026  MODELED GRAV-     980,385.2   (mgal)                       NAVD 88
 AI6026
 AI6026  VERT ORDER  -  SECOND    CLASS I
 AI6026
 AI6026.The horizontal coordinates were scaled from a topographic map and have
 AI6026.an estimated accuracy of +/- 6 seconds.
 AI6026
 AI6026.The orthometric height was determined by differential leveling
 AI6026.and adjusted by the National Geodetic Survey in October 2000..
 AI6026
 AI6026.The geoid height was determined by GEOID03.
 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     -   171,350.      733,290.      MT  (+/- 180 meters Scaled)
 AI6026
 AI6026                          SUPERSEDED SURVEY CONTROL
 AI6026
 AI6026.No superseded survey control is available for this station.
 AI6026
 AI6026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP908206(NAD 83)
 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 - November 08, 2003
 AI6026
 AI6026  HISTORY     - Date     Condition        Report By
 AI6026  HISTORY     - 1999     MONUMENTED       WIDT
 AI6026  HISTORY     - 20020614 GOOD             JCLS
 AI6026  HISTORY     - 20031108 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6027 ***********************************************************************
 AI6027  DESIGNATION -  3K10
 AI6027  PID         -  AI6027
 AI6027  STATE/COUNTY-  WI/WASHINGTON
 AI6027  USGS QUAD   -  CAMPBELLSPORT (1974)
 AI6027
 AI6027                         *CURRENT SURVEY CONTROL
 AI6027  ___________________________________________________________________
 AI6027* NAD 83(1986)-  43 31 39.     (N)    088 19 30.     (W)     SCALED    
 AI6027* NAVD 88     -       328.992  (meters)    1079.37   (feet)  ADJUSTED  
 AI6027  ___________________________________________________________________
 AI6027  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 AI6027  DYNAMIC HT  -         328.918 (meters)    1079.13  (feet)  COMP
 AI6027  MODELED GRAV-     980,384.6   (mgal)                       NAVD 88
 AI6027
 AI6027  VERT ORDER  -  SECOND    CLASS I
 AI6027
 AI6027.The horizontal coordinates were scaled from a topographic map and have
 AI6027.an estimated accuracy of +/- 6 seconds.
 AI6027
 AI6027.The orthometric height was determined by differential leveling
 AI6027.and adjusted by the National Geodetic Survey in October 2000..
 AI6027
 AI6027.The geoid height was determined by GEOID03.
 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     -   171,050.      735,390.      MT  (+/- 180 meters Scaled)
 AI6027
 AI6027                          SUPERSEDED SURVEY CONTROL
 AI6027
 AI6027.No superseded survey control is available for this station.
 AI6027
 AI6027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP929202(NAD 83)
 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 - November 08, 2003
 AI6027
 AI6027  HISTORY     - Date     Condition        Report By
 AI6027  HISTORY     - 1999     MONUMENTED       WIDT
 AI6027  HISTORY     - 20031108 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6028 ***********************************************************************
 AI6028  DESIGNATION -  3K11
 AI6028  PID         -  AI6028
 AI6028  STATE/COUNTY-  WI/WASHINGTON
 AI6028  USGS QUAD   -  CAMPBELLSPORT (1974)
 AI6028
 AI6028                         *CURRENT SURVEY CONTROL
 AI6028  ___________________________________________________________________
 AI6028* NAD 83(1986)-  43 31 40.     (N)    088 18 29.     (W)     SCALED    
 AI6028* NAVD 88     -       326.013  (meters)    1069.59   (feet)  ADJUSTED  
 AI6028  ___________________________________________________________________
 AI6028  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 AI6028  DYNAMIC HT  -         325.939 (meters)    1069.35  (feet)  COMP
 AI6028  MODELED GRAV-     980,384.4   (mgal)                       NAVD 88
 AI6028
 AI6028  VERT ORDER  -  SECOND    CLASS I
 AI6028
 AI6028.The horizontal coordinates were scaled from a topographic map and have
 AI6028.an estimated accuracy of +/- 6 seconds.
 AI6028
 AI6028.The orthometric height was determined by differential leveling
 AI6028.and adjusted by the National Geodetic Survey in October 2000..
 AI6028
 AI6028.The geoid height was determined by GEOID03.
 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     -   171,110.      736,760.      MT  (+/- 180 meters Scaled)
 AI6028
 AI6028                          SUPERSEDED SURVEY CONTROL
 AI6028
 AI6028.No superseded survey control is available for this station.
 AI6028
 AI6028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP942202(NAD 83)
 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 - November 08, 2003
 AI6028
 AI6028  HISTORY     - Date     Condition        Report By
 AI6028  HISTORY     - 1999     MONUMENTED       WIDT
 AI6028  HISTORY     - 20031108 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6029 ***********************************************************************
 AI6029  DESIGNATION -  3K12
 AI6029  PID         -  AI6029
 AI6029  STATE/COUNTY-  WI/WASHINGTON
 AI6029  USGS QUAD   -  CAMPBELLSPORT (1974)
 AI6029
 AI6029                         *CURRENT SURVEY CONTROL
 AI6029  ___________________________________________________________________
 AI6029* NAD 83(1986)-  43 31 40.     (N)    088 17 17.     (W)     SCALED    
 AI6029* NAVD 88     -       322.392  (meters)    1057.71   (feet)  ADJUSTED  
 AI6029  ___________________________________________________________________
 AI6029  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 AI6029  DYNAMIC HT  -         322.319 (meters)    1057.47  (feet)  COMP
 AI6029  MODELED GRAV-     980,384.4   (mgal)                       NAVD 88
 AI6029
 AI6029  VERT ORDER  -  SECOND    CLASS I
 AI6029
 AI6029.The horizontal coordinates were scaled from a topographic map and have
 AI6029.an estimated accuracy of +/- 6 seconds.
 AI6029
 AI6029.The orthometric height was determined by differential leveling
 AI6029.and adjusted by the National Geodetic Survey in October 2000..
 AI6029
 AI6029.The geoid height was determined by GEOID03.
 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     -   171,140.      738,370.      MT  (+/- 180 meters Scaled)
 AI6029
 AI6029                          SUPERSEDED SURVEY CONTROL
 AI6029
 AI6029.No superseded survey control is available for this station.
 AI6029
 AI6029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP959202(NAD 83)
 AI6029_MARKER: DD = SURVEY DISK
 AI6029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6029_STAMPING: 3K12
 AI6029_MARK LOGO: WIDT  
 AI6029_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6029+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2003
 AI6029
 AI6029  HISTORY     - Date     Condition        Report By
 AI6029  HISTORY     - 1999     MONUMENTED       WIDT
 AI6029  HISTORY     - 20031108 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6030 ***********************************************************************
 AI6030  DESIGNATION -  3K13
 AI6030  PID         -  AI6030
 AI6030  STATE/COUNTY-  WI/WASHINGTON
 AI6030  USGS QUAD   -  CAMPBELLSPORT (1974)
 AI6030
 AI6030                         *CURRENT SURVEY CONTROL
 AI6030  ___________________________________________________________________
 AI6030* NAD 83(1986)-  43 31 36.     (N)    088 16 07.     (W)     SCALED    
 AI6030* NAVD 88     -       324.101  (meters)    1063.32   (feet)  ADJUSTED  
 AI6030  ___________________________________________________________________
 AI6030  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 AI6030  DYNAMIC HT  -         324.027 (meters)    1063.08  (feet)  COMP
 AI6030  MODELED GRAV-     980,384.6   (mgal)                       NAVD 88
 AI6030
 AI6030  VERT ORDER  -  SECOND    CLASS I
 AI6030
 AI6030.The horizontal coordinates were scaled from a topographic map and have
 AI6030.an estimated accuracy of +/- 6 seconds.
 AI6030
 AI6030.The orthometric height was determined by differential leveling
 AI6030.and adjusted by the National Geodetic Survey in October 2000..
 AI6030
 AI6030.The geoid height was determined by GEOID03.
 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     -   171,050.      739,950.      MT  (+/- 180 meters Scaled)
 AI6030
 AI6030                          SUPERSEDED SURVEY CONTROL
 AI6030
 AI6030.No superseded survey control is available for this station.
 AI6030
 AI6030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP974200(NAD 83)
 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 - November 08, 2003
 AI6030
 AI6030  HISTORY     - Date     Condition        Report By
 AI6030  HISTORY     - 1999     MONUMENTED       WIDT
 AI6030  HISTORY     - 20031108 GOOD             USPSQD
 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--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6196 ***********************************************************************
 AI6196  DESIGNATION -  3K15
 AI6196  PID         -  AI6196
 AI6196  STATE/COUNTY-  WI/FOND DU LAC
 AI6196  USGS QUAD   -  LOMIRA (1974)
 AI6196
 AI6196                         *CURRENT SURVEY CONTROL
 AI6196  ___________________________________________________________________
 AI6196* NAD 83(1997)-  43 35 11.24508(N)    088 22 50.19933(W)     ADJUSTED  
 AI6196* NAVD 88     -       326.624  (meters)    1071.60   (feet)  ADJUSTED  
 AI6196  ___________________________________________________________________
 AI6196  X           -     130,772.333 (meters)                     COMP
 AI6196  Y           -  -4,625,637.911 (meters)                     COMP
 AI6196  Z           -   4,375,125.410 (meters)                     COMP
 AI6196  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 AI6196  ELLIP HEIGHT-         291.45  (meters)          (11/17/00) GPS OBS
 AI6196  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 AI6196  DYNAMIC HT  -         326.552 (meters)    1071.36  (feet)  COMP
 AI6196  MODELED GRAV-     980,388.1   (mgal)                       NAVD 88
 AI6196
 AI6196  HORZ ORDER  -  FIRST
 AI6196  VERT ORDER  -  SECOND    CLASS I
 AI6196  ELLP ORDER  -  THIRD     CLASS II
 AI6196
 AI6196.The horizontal coordinates were established by GPS observations
 AI6196.and adjusted by the National Geodetic Survey in July 2000..
 AI6196
 AI6196.The orthometric height was determined by differential leveling
 AI6196.and adjusted by the National Geodetic Survey in October 2000..
 AI6196
 AI6196.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6196
 AI6196.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6196
 AI6196.The ellipsoidal height was determined by GPS observations
 AI6196.and is referenced to NAD 83.
 AI6196
 AI6196.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI6196;SPC WI S     -   177,510.782   730,767.419   MT  0.99993776   +1 06 45.7
 AI6196;SPC WI S     -   582,383.29  2,397,526.11   sFT  0.99993776   +1 06 45.7
 AI6196;UTM  16      - 4,826,869.100   388,544.276   MT  0.99975280   -0 57 07.0
 AI6196
 AI6196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6196!SPC WI S     -   0.99995430  x   0.99993776  =   0.99989206
 AI6196!UTM  16      -   0.99995430  x   0.99975280  =   0.99970711
 AI6196
 AI6196                          SUPERSEDED SURVEY CONTROL
 AI6196
 AI6196  ELLIP H (07/06/00)  291.45   (m)                       GP(       ) 2 1
 AI6196
 AI6196.Superseded values are not recommended for survey control.
 AI6196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6196.See file dsdata.txt to determine how the superseded data were derived.
 AI6196
 AI6196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8854426869(NAD 83)
 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 = OCTOBER  7, 2006
 AI6197 ***********************************************************************
 AI6197  DESIGNATION -  3K16
 AI6197  PID         -  AI6197
 AI6197  STATE/COUNTY-  WI/FOND DU LAC
 AI6197  USGS QUAD   -  CAMPBELLSPORT (1974)
 AI6197
 AI6197                         *CURRENT SURVEY CONTROL
 AI6197  ___________________________________________________________________
 AI6197* NAD 83(1997)-  43 35 13.69718(N)    088 21 43.94046(W)     ADJUSTED  
 AI6197* NAVD 88     -       316.124  (meters)    1037.15   (feet)  ADJUSTED  
 AI6197  ___________________________________________________________________
 AI6197  X           -     132,256.521 (meters)                     COMP
 AI6197  Y           -  -4,625,535.912 (meters)                     COMP
 AI6197  Z           -   4,375,172.996 (meters)                     COMP
 AI6197  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 AI6197  ELLIP HEIGHT-         280.96  (meters)          (11/17/00) GPS OBS
 AI6197  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 AI6197  DYNAMIC HT  -         316.053 (meters)    1036.92  (feet)  COMP
 AI6197  MODELED GRAV-     980,387.9   (mgal)                       NAVD 88
 AI6197
 AI6197  HORZ ORDER  -  FIRST
 AI6197  VERT ORDER  -  SECOND    CLASS I
 AI6197  ELLP ORDER  -  THIRD     CLASS II
 AI6197
 AI6197.The horizontal coordinates were established by GPS observations
 AI6197.and adjusted by the National Geodetic Survey in July 2000..
 AI6197
 AI6197.The orthometric height was determined by differential leveling
 AI6197.and adjusted by the National Geodetic Survey in October 2000..
 AI6197
 AI6197.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6197
 AI6197.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6197
 AI6197.The ellipsoidal height was determined by GPS observations
 AI6197.and is referenced to NAD 83.
 AI6197
 AI6197.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI6197;SPC WI S     -   177,615.467   732,251.986   MT  0.99993780   +1 07 31.2
 AI6197;SPC WI S     -   582,726.74  2,402,396.72   sFT  0.99993780   +1 07 31.2
 AI6197;UTM  16      - 4,826,920.223   390,031.373   MT  0.99974875   -0 56 21.4
 AI6197
 AI6197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6197!SPC WI S     -   0.99995594  x   0.99993780  =   0.99989375
 AI6197!UTM  16      -   0.99995594  x   0.99974875  =   0.99970470
 AI6197
 AI6197                          SUPERSEDED SURVEY CONTROL
 AI6197
 AI6197  ELLIP H (07/06/00)  280.96   (m)                       GP(       ) 2 1
 AI6197
 AI6197.Superseded values are not recommended for survey control.
 AI6197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6197.See file dsdata.txt to determine how the superseded data were derived.
 AI6197
 AI6197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9003126920(NAD 83)
 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 = OCTOBER  7, 2006
 AI6198 ***********************************************************************
 AI6198  DESIGNATION -  3K17
 AI6198  PID         -  AI6198
 AI6198  STATE/COUNTY-  WI/FOND DU LAC
 AI6198  USGS QUAD   -  CAMPBELLSPORT (1974)
 AI6198
 AI6198                         *CURRENT SURVEY CONTROL
 AI6198  ___________________________________________________________________
 AI6198* NAD 83(1997)-  43 35 26.27293(N)    088 20 29.94572(W)     ADJUSTED  
 AI6198* NAVD 88     -       308.480  (meters)    1012.07   (feet)  ADJUSTED  
 AI6198  ___________________________________________________________________
 AI6198  X           -     133,907.957 (meters)                     COMP
 AI6198  Y           -  -4,625,215.140 (meters)                     COMP
 AI6198  Z           -   4,375,448.855 (meters)                     COMP
 AI6198  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AI6198  ELLIP HEIGHT-         273.32  (meters)          (11/17/00) GPS OBS
 AI6198  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 AI6198  DYNAMIC HT  -         308.411 (meters)    1011.85  (feet)  COMP
 AI6198  MODELED GRAV-     980,387.8   (mgal)                       NAVD 88
 AI6198
 AI6198  HORZ ORDER  -  FIRST
 AI6198  VERT ORDER  -  SECOND    CLASS I
 AI6198  ELLP ORDER  -  THIRD     CLASS II
 AI6198
 AI6198.The horizontal coordinates were established by GPS observations
 AI6198.and adjusted by the National Geodetic Survey in July 2000..
 AI6198
 AI6198.The orthometric height was determined by differential leveling
 AI6198.and adjusted by the National Geodetic Survey in October 2000..
 AI6198
 AI6198.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6198
 AI6198.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6198
 AI6198.The ellipsoidal height was determined by GPS observations
 AI6198.and is referenced to NAD 83.
 AI6198
 AI6198.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI6198;SPC WI S     -   178,036.286   733,903.795   MT  0.99993800   +1 08 22.0
 AI6198;SPC WI S     -   584,107.38  2,407,816.03   sFT  0.99993800   +1 08 22.0
 AI6198;UTM  16      - 4,827,281.191   391,696.951   MT  0.99974428   -0 55 30.6
 AI6198
 AI6198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6198!SPC WI S     -   0.99995714  x   0.99993800  =   0.99989514
 AI6198!UTM  16      -   0.99995714  x   0.99974428  =   0.99970143
 AI6198
 AI6198                          SUPERSEDED SURVEY CONTROL
 AI6198
 AI6198  ELLIP H (07/06/00)  273.32   (m)                       GP(       ) 2 1
 AI6198
 AI6198.Superseded values are not recommended for survey control.
 AI6198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6198.See file dsdata.txt to determine how the superseded data were derived.
 AI6198
 AI6198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9169727281(NAD 83)
 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 = OCTOBER  7, 2006
 AI6199 ***********************************************************************
 AI6199  DESIGNATION -  3K18
 AI6199  PID         -  AI6199
 AI6199  STATE/COUNTY-  WI/FOND DU LAC
 AI6199  USGS QUAD   -  CAMPBELLSPORT (1974)
 AI6199
 AI6199                         *CURRENT SURVEY CONTROL
 AI6199  ___________________________________________________________________
 AI6199* NAD 83(1997)-  43 35 52.14783(N)    088 20 12.96424(W)     ADJUSTED  
 AI6199* NAVD 88     -       307.729  (meters)    1009.61   (feet)  ADJUSTED  
 AI6199  ___________________________________________________________________
 AI6199  X           -     134,272.746 (meters)                     COMP
 AI6199  Y           -  -4,624,653.107 (meters)                     COMP
 AI6199  Z           -   4,376,026.699 (meters)                     COMP
 AI6199  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AI6199  ELLIP HEIGHT-         272.55  (meters)          (11/17/00) GPS OBS
 AI6199  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 AI6199  DYNAMIC HT  -         307.661 (meters)    1009.38  (feet)  COMP
 AI6199  MODELED GRAV-     980,388.0   (mgal)                       NAVD 88
 AI6199
 AI6199  HORZ ORDER  -  FIRST
 AI6199  VERT ORDER  -  SECOND    CLASS I
 AI6199  ELLP ORDER  -  THIRD     CLASS II
 AI6199
 AI6199.The horizontal coordinates were established by GPS observations
 AI6199.and adjusted by the National Geodetic Survey in July 2000..
 AI6199
 AI6199.The orthometric height was determined by differential leveling
 AI6199.and adjusted by the National Geodetic Survey in October 2000..
 AI6199
 AI6199.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6199
 AI6199.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6199
 AI6199.The ellipsoidal height was determined by GPS observations
 AI6199.and is referenced to NAD 83.
 AI6199
 AI6199.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI6199;SPC WI S     -   178,842.222   734,268.702   MT  0.99993842   +1 08 33.7
 AI6199;SPC WI S     -   586,751.52  2,409,013.23   sFT  0.99993842   +1 08 33.7
 AI6199;UTM  16      - 4,828,073.303   392,090.581   MT  0.99974323   -0 55 19.3
 AI6199
 AI6199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6199!SPC WI S     -   0.99995726  x   0.99993842  =   0.99989569
 AI6199!UTM  16      -   0.99995726  x   0.99974323  =   0.99970050
 AI6199
 AI6199                          SUPERSEDED SURVEY CONTROL
 AI6199
 AI6199  ELLIP H (07/06/00)  272.55   (m)                       GP(       ) 2 1
 AI6199
 AI6199.Superseded values are not recommended for survey control.
 AI6199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6199.See file dsdata.txt to determine how the superseded data were derived.
 AI6199
 AI6199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9209128073(NAD 83)
 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 = OCTOBER  7, 2006
 AI6200 ***********************************************************************
 AI6200  DESIGNATION -  3K19
 AI6200  PID         -  AI6200
 AI6200  STATE/COUNTY-  WI/FOND DU LAC
 AI6200  USGS QUAD   -  CAMPBELLSPORT (1974)
 AI6200
 AI6200                         *CURRENT SURVEY CONTROL
 AI6200  ___________________________________________________________________
 AI6200* NAD 83(1997)-  43 35 59.62160(N)    088 19 20.66137(W)     ADJUSTED  
 AI6200* NAVD 88     -       325.382  (meters)    1067.52   (feet)  ADJUSTED  
 AI6200  ___________________________________________________________________
 AI6200  X           -     135,441.139 (meters)                     COMP
 AI6200  Y           -  -4,624,472.685 (meters)                     COMP
 AI6200  Z           -   4,376,205.917 (meters)                     COMP
 AI6200  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AI6200  ELLIP HEIGHT-         290.20  (meters)          (11/17/00) GPS OBS
 AI6200  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 AI6200  DYNAMIC HT  -         325.310 (meters)    1067.29  (feet)  COMP
 AI6200  MODELED GRAV-     980,387.8   (mgal)                       NAVD 88
 AI6200
 AI6200  HORZ ORDER  -  FIRST
 AI6200  VERT ORDER  -  SECOND    CLASS I
 AI6200  ELLP ORDER  -  THIRD     CLASS II
 AI6200
 AI6200.The horizontal coordinates were established by GPS observations
 AI6200.and adjusted by the National Geodetic Survey in July 2000..
 AI6200
 AI6200.The orthometric height was determined by differential leveling
 AI6200.and adjusted by the National Geodetic Survey in October 2000..
 AI6200
 AI6200.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6200
 AI6200.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6200
 AI6200.The ellipsoidal height was determined by GPS observations
 AI6200.and is referenced to NAD 83.
 AI6200
 AI6200.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI6200;SPC WI S     -   179,096.315   735,436.879   MT  0.99993854   +1 09 09.6
 AI6200;SPC WI S     -   587,585.16  2,412,845.83   sFT  0.99993854   +1 09 09.6
 AI6200;UTM  16      - 4,828,285.102   393,266.922   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  =   0.99989304
 AI6200!UTM  16      -   0.99995450  x   0.99974012  =   0.99969463
 AI6200
 AI6200                          SUPERSEDED SURVEY CONTROL
 AI6200
 AI6200  ELLIP H (07/06/00)  290.20   (m)                       GP(       ) 2 1
 AI6200
 AI6200.Superseded values are not recommended for survey control.
 AI6200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6200.See file dsdata.txt to determine how the superseded data were derived.
 AI6200
 AI6200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9326728285(NAD 83)
 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 = OCTOBER  7, 2006
 AI6201 ***********************************************************************
 AI6201  DESIGNATION -  3K20
 AI6201  PID         -  AI6201
 AI6201  STATE/COUNTY-  WI/FOND DU LAC
 AI6201  USGS QUAD   -  CAMPBELLSPORT (1974)
 AI6201
 AI6201                         *CURRENT SURVEY CONTROL
 AI6201  ___________________________________________________________________
 AI6201* NAD 83(1997)-  43 36 07.19147(N)    088 17 34.26506(W)     ADJUSTED  
 AI6201* NAVD 88     -       322.336  (meters)    1057.53   (feet)  ADJUSTED  
 AI6201  ___________________________________________________________________
 AI6201  X           -     137,821.669 (meters)                     COMP
 AI6201  Y           -  -4,624,238.948 (meters)                     COMP
 AI6201  Z           -   4,376,373.003 (meters)                     COMP
 AI6201  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AI6201  ELLIP HEIGHT-         287.15  (meters)          (11/17/00) GPS OBS
 AI6201  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 AI6201  DYNAMIC HT  -         322.264 (meters)    1057.29  (feet)  COMP
 AI6201  MODELED GRAV-     980,387.2   (mgal)                       NAVD 88
 AI6201
 AI6201  HORZ ORDER  -  FIRST
 AI6201  VERT ORDER  -  SECOND    CLASS I
 AI6201  ELLP ORDER  -  THIRD     CLASS II
 AI6201
 AI6201.The horizontal coordinates were established by GPS observations
 AI6201.and adjusted by the National Geodetic Survey in July 2000..
 AI6201
 AI6201.The orthometric height was determined by differential leveling
 AI6201.and adjusted by the National Geodetic Survey in October 2000..
 AI6201
 AI6201.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6201
 AI6201.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6201
 AI6201.The ellipsoidal height was determined by GPS observations
 AI6201.and is referenced to NAD 83.
 AI6201
 AI6201.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI6201;SPC WI S     -   179,378.301   737,817.786   MT  0.99993867   +1 10 22.8
 AI6201;SPC WI S     -   588,510.31  2,420,657.19   sFT  0.99993867   +1 10 22.8
 AI6201;UTM  16      - 4,828,481.086   395,655.962   MT  0.99973392   -0 53 30.1
 AI6201
 AI6201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6201!SPC WI S     -   0.99995497  x   0.99993867  =   0.99989365
 AI6201!UTM  16      -   0.99995497  x   0.99973392  =   0.99968891
 AI6201
 AI6201:                Primary Azimuth Mark                     Grid Az
 AI6201:SPC WI S     -  CAMPBELLSPORT GPS AZ MK                  358 31 57.5
 AI6201:UTM  16      -  CAMPBELLSPORT GPS AZ MK                  000 35 50.4
 AI6201
 AI6201|---------------------------------------------------------------------|
 AI6201| PID    Reference Object                     Distance      Geod. Az  |
 AI6201|                                                           dddmmss.s |
 AI6201| AI5978 CAMPBELLSPORT GPS AZ MK             APPROX. 0.6 KM 3594220.3 |
 AI6201|---------------------------------------------------------------------|
 AI6201
 AI6201                          SUPERSEDED SURVEY CONTROL
 AI6201
 AI6201  ELLIP H (07/06/00)  287.15   (m)                       GP(       ) 2 1
 AI6201
 AI6201.Superseded values are not recommended for survey control.
 AI6201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6201.See file dsdata.txt to determine how the superseded data were derived.
 AI6201
 AI6201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9565628481(NAD 83)
 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 = OCTOBER  7, 2006
 AI6202 ***********************************************************************
 AI6202  DESIGNATION -  3K21
 AI6202  PID         -  AI6202
 AI6202  STATE/COUNTY-  WI/FOND DU LAC
 AI6202  USGS QUAD   -  CAMPBELLSPORT (1974)
 AI6202
 AI6202                         *CURRENT SURVEY CONTROL
 AI6202  ___________________________________________________________________
 AI6202* NAD 83(1997)-  43 36 00.57724(N)    088 16 32.17389(W)     ADJUSTED  
 AI6202* NAVD 88     -       313.229  (meters)    1027.65   (feet)  ADJUSTED  
 AI6202  ___________________________________________________________________
 AI6202  X           -     139,217.719 (meters)                     COMP
 AI6202  Y           -  -4,624,331.382 (meters)                     COMP
 AI6202  Z           -   4,376,218.897 (meters)                     COMP
 AI6202  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AI6202  ELLIP HEIGHT-         278.05  (meters)          (11/17/00) GPS OBS
 AI6202  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 AI6202  DYNAMIC HT  -         313.159 (meters)    1027.42  (feet)  COMP
 AI6202  MODELED GRAV-     980,387.1   (mgal)                       NAVD 88
 AI6202
 AI6202  HORZ ORDER  -  FIRST
 AI6202  VERT ORDER  -  SECOND    CLASS I
 AI6202  ELLP ORDER  -  THIRD     CLASS II
 AI6202
 AI6202.The horizontal coordinates were established by GPS observations
 AI6202.and adjusted by the National Geodetic Survey in July 2000..
 AI6202
 AI6202.The orthometric height was determined by differential leveling
 AI6202.and adjusted by the National Geodetic Survey in October 2000..
 AI6202
 AI6202.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6202
 AI6202.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6202
 AI6202.The ellipsoidal height was determined by GPS observations
 AI6202.and is referenced to NAD 83.
 AI6202
 AI6202.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI6202;SPC WI S     -   179,202.876   739,214.201   MT  0.99993856   +1 11 05.4
 AI6202;SPC WI S     -   587,934.77  2,425,238.59   sFT  0.99993856   +1 11 05.4
 AI6202;UTM  16      - 4,828,255.513   397,044.863   MT  0.99973038   -0 52 47.1
 AI6202
 AI6202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6202!SPC WI S     -   0.99995640  x   0.99993856  =   0.99989496
 AI6202!UTM  16      -   0.99995640  x   0.99973038  =   0.99968679
 AI6202
 AI6202                          SUPERSEDED SURVEY CONTROL
 AI6202
 AI6202  ELLIP H (07/06/00)  278.05   (m)                       GP(       ) 2 1
 AI6202
 AI6202.Superseded values are not recommended for survey control.
 AI6202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6202.See file dsdata.txt to determine how the superseded data were derived.
 AI6202
 AI6202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9704528256(NAD 83)
 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 = OCTOBER  7, 2006
 AI6203 ***********************************************************************
 AI6203  DESIGNATION -  3K22
 AI6203  PID         -  AI6203
 AI6203  STATE/COUNTY-  WI/FOND DU LAC
 AI6203  USGS QUAD   -  CAMPBELLSPORT (1974)
 AI6203
 AI6203                         *CURRENT SURVEY CONTROL
 AI6203  ___________________________________________________________________
 AI6203* NAD 83(1997)-  43 36 20.60910(N)    088 15 49.93839(W)     ADJUSTED  
 AI6203* NAVD 88     -       304.782  (meters)     999.94   (feet)  ADJUSTED  
 AI6203  ___________________________________________________________________
 AI6203  X           -     140,151.506 (meters)                     COMP
 AI6203  Y           -  -4,623,870.465 (meters)                     COMP
 AI6203  Z           -   4,376,660.765 (meters)                     COMP
 AI6203  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 AI6203  ELLIP HEIGHT-         269.59  (meters)          (11/17/00) GPS OBS
 AI6203  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 AI6203  DYNAMIC HT  -         304.714 (meters)     999.72  (feet)  COMP
 AI6203  MODELED GRAV-     980,387.4   (mgal)                       NAVD 88
 AI6203
 AI6203  HORZ ORDER  -  FIRST
 AI6203  VERT ORDER  -  SECOND    CLASS I
 AI6203  ELLP ORDER  -  THIRD     CLASS II
 AI6203
 AI6203.The horizontal coordinates were established by GPS observations
 AI6203.and adjusted by the National Geodetic Survey in July 2000..
 AI6203
 AI6203.The orthometric height was determined by differential leveling
 AI6203.and adjusted by the National Geodetic Survey in October 2000..
 AI6203
 AI6203.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6203
 AI6203.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6203
 AI6203.The ellipsoidal height was determined by GPS observations
 AI6203.and is referenced to NAD 83.
 AI6203
 AI6203.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI6203;SPC WI S     -   179,840.588   740,148.351   MT  0.99993890   +1 11 34.4
 AI6203;SPC WI S     -   590,027.00  2,428,303.38   sFT  0.99993890   +1 11 34.4
 AI6203;UTM  16      - 4,828,859.030   398,001.181   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  =   0.99989663
 AI6203!UTM  16      -   0.99995773  x   0.99972797  =   0.99968571
 AI6203
 AI6203                          SUPERSEDED SURVEY CONTROL
 AI6203
 AI6203  ELLIP H (07/06/00)  269.59   (m)                       GP(       ) 2 1
 AI6203
 AI6203.Superseded values are not recommended for survey control.
 AI6203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6203.See file dsdata.txt to determine how the superseded data were derived.
 AI6203
 AI6203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9800128859(NAD 83)
 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 = OCTOBER  7, 2006
 AI6204 ***********************************************************************
 AI6204  DESIGNATION -  3K23
 AI6204  PID         -  AI6204
 AI6204  STATE/COUNTY-  WI/FOND DU LAC
 AI6204  USGS QUAD   -  CAMPBELLSPORT (1974)
 AI6204
 AI6204                         *CURRENT SURVEY CONTROL
 AI6204  ___________________________________________________________________
 AI6204* NAD 83(1986)-  43 36 51.     (N)    088 15 14.     (W)     SCALED    
 AI6204* NAVD 88     -       320.872  (meters)    1052.73   (feet)  ADJUSTED  
 AI6204  ___________________________________________________________________
 AI6204  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 AI6204  DYNAMIC HT  -         320.800 (meters)    1052.49  (feet)  COMP
 AI6204  MODELED GRAV-     980,387.8   (mgal)                       NAVD 88
 AI6204
 AI6204  VERT ORDER  -  SECOND    CLASS I
 AI6204
 AI6204.The horizontal coordinates were scaled from a topographic map and have
 AI6204.an estimated accuracy of +/- 6 seconds.
 AI6204
 AI6204.The orthometric height was determined by differential leveling
 AI6204.and adjusted by the National Geodetic Survey in October 2000..
 AI6204
 AI6204.The geoid height was determined by GEOID03.
 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     -   180,800.      740,930.      MT  (+/- 180 meters Scaled)
 AI6204
 AI6204                          SUPERSEDED SURVEY CONTROL
 AI6204
 AI6204.No superseded survey control is available for this station.
 AI6204
 AI6204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP988297(NAD 83)
 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 = OCTOBER  7, 2006
 DE7767 ***********************************************************************
 DE7767  DESIGNATION -  3K24
 DE7767  PID         -  DE7767
 DE7767  STATE/COUNTY-  WI/FOND DU LAC
 DE7767  USGS QUAD   -  KEWASKUM (1974)
 DE7767
 DE7767                         *CURRENT SURVEY CONTROL
 DE7767  ___________________________________________________________________
 DE7767* NAD 83(1986)-  43 33 23.     (N)    088 13 13.     (W)     SCALED    
 DE7767* NAVD 88     -       301.053  (meters)     987.70   (feet)  ADJUSTED  
 DE7767  ___________________________________________________________________
 DE7767  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 DE7767  DYNAMIC HT  -         300.985 (meters)     987.48  (feet)  COMP
 DE7767  MODELED GRAV-     980,386.5   (mgal)                       NAVD 88
 DE7767
 DE7767  VERT ORDER  -  SECOND    CLASS I
 DE7767
 DE7767.The horizontal coordinates were scaled from a topographic map and have
 DE7767.an estimated accuracy of +/- 6 seconds.
 DE7767
 DE7767.The orthometric height was determined by differential leveling
 DE7767.and adjusted by the National Geodetic Survey in May 2003..
 DE7767
 DE7767.The geoid height was determined by GEOID03.
 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     -   174,440.      743,780.      MT  (+/- 180 meters Scaled)
 DE7767
 DE7767                          SUPERSEDED SURVEY CONTROL
 DE7767
 DE7767.No superseded survey control is available for this station.
 DE7767
 DE7767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP014233(NAD 83)
 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 - September 07, 2005
 DE7767
 DE7767  HISTORY     - Date     Condition        Report By
 DE7767  HISTORY     - 2000     MONUMENTED       WIDT
 DE7767  HISTORY     - 20030708 GOOD             USPSQD
 DE7767  HISTORY     - 20050907 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7768 ***********************************************************************
 DE7768  DESIGNATION -  3K25
 DE7768  PID         -  DE7768
 DE7768  STATE/COUNTY-  WI/FOND DU LAC
 DE7768  USGS QUAD   -  KEWASKUM (1974)
 DE7768
 DE7768                         *CURRENT SURVEY CONTROL
 DE7768  ___________________________________________________________________
 DE7768* NAD 83(1986)-  43 33 01.     (N)    088 12 09.     (W)     SCALED    
 DE7768* NAVD 88     -       297.089  (meters)     974.70   (feet)  ADJUSTED  
 DE7768  ___________________________________________________________________
 DE7768  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 DE7768  DYNAMIC HT  -         297.022 (meters)     974.48  (feet)  COMP
 DE7768  MODELED GRAV-     980,387.0   (mgal)                       NAVD 88
 DE7768
 DE7768  VERT ORDER  -  SECOND    CLASS I
 DE7768
 DE7768.The horizontal coordinates were scaled from a topographic map and have
 DE7768.an estimated accuracy of +/- 6 seconds.
 DE7768
 DE7768.The orthometric height was determined by differential leveling
 DE7768.and adjusted by the National Geodetic Survey in May 2003..
 DE7768
 DE7768.The geoid height was determined by GEOID03.
 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.      745,240.      MT  (+/- 180 meters Scaled)
 DE7768
 DE7768                          SUPERSEDED SURVEY CONTROL
 DE7768
 DE7768.No superseded survey control is available for this station.
 DE7768
 DE7768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP028226(NAD 83)
 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 - September 07, 2005
 DE7768
 DE7768  HISTORY     - Date     Condition        Report By
 DE7768  HISTORY     - 2000     MONUMENTED       WIDT
 DE7768  HISTORY     - 20030708 GOOD             USPSQD
 DE7768  HISTORY     - 20050907 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7769 ***********************************************************************
 DE7769  DESIGNATION -  3K26
 DE7769  PID         -  DE7769
 DE7769  STATE/COUNTY-  WI/FOND DU LAC
 DE7769  USGS QUAD   -  KEWASKUM (1974)
 DE7769
 DE7769                         *CURRENT SURVEY CONTROL
 DE7769  ___________________________________________________________________
 DE7769* NAD 83(1986)-  43 33 00.     (N)    088 10 50.     (W)     SCALED    
 DE7769* NAVD 88     -       312.019  (meters)    1023.68   (feet)  ADJUSTED  
 DE7769  ___________________________________________________________________
 DE7769  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 DE7769  DYNAMIC HT  -         311.950 (meters)    1023.46  (feet)  COMP
 DE7769  MODELED GRAV-     980,387.7   (mgal)                       NAVD 88
 DE7769
 DE7769  VERT ORDER  -  SECOND    CLASS I
 DE7769
 DE7769.The horizontal coordinates were scaled from a topographic map and have
 DE7769.an estimated accuracy of +/- 6 seconds.
 DE7769
 DE7769.The orthometric height was determined by differential leveling
 DE7769.and adjusted by the National Geodetic Survey in May 2003..
 DE7769
 DE7769.The geoid height was determined by GEOID03.
 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     -   173,800.      747,010.      MT  (+/- 180 meters Scaled)
 DE7769
 DE7769                          SUPERSEDED SURVEY CONTROL
 DE7769
 DE7769.No superseded survey control is available for this station.
 DE7769
 DE7769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP046225(NAD 83)
 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 SUITABLE FOR
 DE7769+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2005
 DE7769
 DE7769  HISTORY     - Date     Condition        Report By
 DE7769  HISTORY     - 2000     MONUMENTED       WIDT
 DE7769  HISTORY     - 20030708 GOOD             USPSQD
 DE7769  HISTORY     - 20050907 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7770 ***********************************************************************
 DE7770  DESIGNATION -  3K27
 DE7770  PID         -  DE7770
 DE7770  STATE/COUNTY-  WI/WASHINGTON
 DE7770  USGS QUAD   -  KEWASKUM (1974)
 DE7770
 DE7770                         *CURRENT SURVEY CONTROL
 DE7770  ___________________________________________________________________
 DE7770* NAD 83(1986)-  43 32 34.     (N)    088 08 09.     (W)     SCALED    
 DE7770* NAVD 88     -       315.033  (meters)    1033.57   (feet)  ADJUSTED  
 DE7770  ___________________________________________________________________
 DE7770  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 DE7770  DYNAMIC HT  -         314.963 (meters)    1033.34  (feet)  COMP
 DE7770  MODELED GRAV-     980,389.3   (mgal)                       NAVD 88
 DE7770
 DE7770  VERT ORDER  -  SECOND    CLASS I
 DE7770
 DE7770.The horizontal coordinates were scaled from a topographic map and have
 DE7770.an estimated accuracy of +/- 6 seconds.
 DE7770
 DE7770.The orthometric height was determined by differential leveling
 DE7770.and adjusted by the National Geodetic Survey in May 2003..
 DE7770
 DE7770.The geoid height was determined by GEOID03.
 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     -   173,070.      750,640.      MT  (+/- 180 meters Scaled)
 DE7770
 DE7770                          SUPERSEDED SURVEY CONTROL
 DE7770
 DE7770.No superseded survey control is available for this station.
 DE7770
 DE7770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP082217(NAD 83)
 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 SUITABLE FOR
 DE7770+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2003
 DE7770
 DE7770  HISTORY     - Date     Condition        Report By
 DE7770  HISTORY     - 2000     MONUMENTED       WIDT
 DE7770  HISTORY     - 20030708 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7771 ***********************************************************************
 DE7771  DESIGNATION -  3K28
 DE7771  PID         -  DE7771
 DE7771  STATE/COUNTY-  WI/SHEBOYGAN
 DE7771  USGS QUAD   -  BATAVIA (1974)
 DE7771
 DE7771                         *CURRENT SURVEY CONTROL
 DE7771  ___________________________________________________________________
 DE7771* NAD 83(1986)-  43 32 55.     (N)    088 07 14.     (W)     SCALED    
 DE7771* NAVD 88     -       291.145  (meters)     955.20   (feet)  ADJUSTED  
 DE7771  ___________________________________________________________________
 DE7771  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 DE7771  DYNAMIC HT  -         291.081 (meters)     954.99  (feet)  COMP
 DE7771  MODELED GRAV-     980,389.5   (mgal)                       NAVD 88
 DE7771
 DE7771  VERT ORDER  -  SECOND    CLASS I
 DE7771
 DE7771.The horizontal coordinates were scaled from a topographic map and have
 DE7771.an estimated accuracy of +/- 6 seconds.
 DE7771
 DE7771.The orthometric height was determined by differential leveling
 DE7771.and adjusted by the National Geodetic Survey in May 2003..
 DE7771
 DE7771.The geoid height was determined by GEOID03.
 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     -   173,750.      751,860.      MT  (+/- 180 meters Scaled)
 DE7771
 DE7771                          SUPERSEDED SURVEY CONTROL
 DE7771
 DE7771.No superseded survey control is available for this station.
 DE7771
 DE7771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP094223(NAD 83)
 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 - July 08, 2003
 DE7771
 DE7771  HISTORY     - Date     Condition        Report By
 DE7771  HISTORY     - 2000     MONUMENTED       WIDT
 DE7771  HISTORY     - 20030708 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7772 ***********************************************************************
 DE7772  DESIGNATION -  3K29
 DE7772  PID         -  DE7772
 DE7772  STATE/COUNTY-  WI/SHEBOYGAN
 DE7772  USGS QUAD   -  BATAVIA (1974)
 DE7772
 DE7772                         *CURRENT SURVEY CONTROL
 DE7772  ___________________________________________________________________
 DE7772* NAD 83(1986)-  43 33 25.     (N)    088 06 12.     (W)     SCALED    
 DE7772* NAVD 88     -       277.593  (meters)     910.74   (feet)  ADJUSTED  
 DE7772  ___________________________________________________________________
 DE7772  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 DE7772  DYNAMIC HT  -         277.532 (meters)     910.54  (feet)  COMP
 DE7772  MODELED GRAV-     980,390.1   (mgal)                       NAVD 88
 DE7772
 DE7772  VERT ORDER  -  SECOND    CLASS I
 DE7772
 DE7772.The horizontal coordinates were scaled from a topographic map and have
 DE7772.an estimated accuracy of +/- 6 seconds.
 DE7772
 DE7772.The orthometric height was determined by differential leveling
 DE7772.and adjusted by the National Geodetic Survey in May 2003..
 DE7772
 DE7772.The geoid height was determined by GEOID03.
 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     -   174,710.      753,230.      MT  (+/- 180 meters Scaled)
 DE7772
 DE7772                          SUPERSEDED SURVEY CONTROL
 DE7772
 DE7772.No superseded survey control is available for this station.
 DE7772
 DE7772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP108232(NAD 83)
 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 - July 08, 2003
 DE7772
 DE7772  HISTORY     - Date     Condition        Report By
 DE7772  HISTORY     - 2000     MONUMENTED       WIDT
 DE7772  HISTORY     - 20030708 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7497 ***********************************************************************
 DE7497  DESIGNATION -  3K30
 DE7497  PID         -  DE7497
 DE7497  STATE/COUNTY-  WI/SHEBOYGAN
 DE7497  USGS QUAD   -  BATAVIA (1974)
 DE7497
 DE7497                         *CURRENT SURVEY CONTROL
 DE7497  ___________________________________________________________________
 DE7497* NAD 83(1986)-  43 33 25.     (N)    088 04 37.     (W)     SCALED    
 DE7497* NAVD 88     -       269.898  (meters)     885.49   (feet)  ADJUSTED  
 DE7497  ___________________________________________________________________
 DE7497  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 DE7497  DYNAMIC HT  -         269.839 (meters)     885.30  (feet)  COMP
 DE7497  MODELED GRAV-     980,392.5   (mgal)                       NAVD 88
 DE7497
 DE7497  VERT ORDER  -  SECOND    CLASS I
 DE7497
 DE7497.The horizontal coordinates were scaled from a topographic map and have
 DE7497.an estimated accuracy of +/- 6 seconds.
 DE7497
 DE7497.The orthometric height was determined by differential leveling
 DE7497.and adjusted by the National Geodetic Survey in May 2003..
 DE7497
 DE7497.The geoid height was determined by GEOID03.
 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     -   174,750.      755,360.      MT  (+/- 180 meters Scaled)
 DE7497
 DE7497                          SUPERSEDED SURVEY CONTROL
 DE7497
 DE7497.No superseded survey control is available for this station.
 DE7497
 DE7497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP130232(NAD 83)
 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 - December 04, 2003
 DE7497
 DE7497  HISTORY     - Date     Condition        Report By
 DE7497  HISTORY     - 2000     MONUMENTED       WIDT
 DE7497  HISTORY     - 20031204 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6082 ***********************************************************************
 AI6082  DESIGNATION -  3K31
 AI6082  PID         -  AI6082
 AI6082  STATE/COUNTY-  WI/FOND DU LAC
 AI6082  USGS QUAD   -  BYRON (1974)
 AI6082
 AI6082                         *CURRENT SURVEY CONTROL
 AI6082  ___________________________________________________________________
 AI6082* NAD 83(1986)-  43 41 47.     (N)    088 28 20.     (W)     SCALED    
 AI6082* NAVD 88     -       263.111  (meters)     863.22   (feet)  ADJUSTED  
 AI6082  ___________________________________________________________________
 AI6082  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 AI6082  DYNAMIC HT  -         263.054 (meters)     863.04  (feet)  COMP
 AI6082  MODELED GRAV-     980,393.8   (mgal)                       NAVD 88
 AI6082
 AI6082  VERT ORDER  -  SECOND    CLASS I
 AI6082
 AI6082.The horizontal coordinates were scaled from a topographic map and have
 AI6082.an estimated accuracy of +/- 6 seconds.
 AI6082
 AI6082.The orthometric height was determined by differential leveling
 AI6082.and adjusted by the National Geodetic Survey in October 2000..
 AI6082
 AI6082.The geoid height was determined by GEOID03.
 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     -   189,580.      723,150.      MT  (+/- 180 meters Scaled)
 AI6082
 AI6082                          SUPERSEDED SURVEY CONTROL
 AI6082
 AI6082.No superseded survey control is available for this station.
 AI6082
 AI6082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP813392(NAD 83)
 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 - April 05, 2005
 AI6082
 AI6082  HISTORY     - Date     Condition        Report By
 AI6082  HISTORY     - 1999     MONUMENTED       WIDT
 AI6082  HISTORY     - 20030730 GOOD             USPSQD
 AI6082  HISTORY     - 20050405 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6083 ***********************************************************************
 AI6083  DESIGNATION -  3K32
 AI6083  PID         -  AI6083
 AI6083  STATE/COUNTY-  WI/FOND DU LAC
 AI6083  USGS QUAD   -  BYRON (1974)
 AI6083
 AI6083                         *CURRENT SURVEY CONTROL
 AI6083  ___________________________________________________________________
 AI6083* NAD 83(1986)-  43 41 50.     (N)    088 27 52.     (W)     SCALED    
 AI6083* NAVD 88     -       285.014  (meters)     935.08   (feet)  ADJUSTED  
 AI6083  ___________________________________________________________________
 AI6083  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 AI6083  DYNAMIC HT  -         284.952 (meters)     934.88  (feet)  COMP
 AI6083  MODELED GRAV-     980,394.4   (mgal)                       NAVD 88
 AI6083
 AI6083  VERT ORDER  -  SECOND    CLASS I
 AI6083
 AI6083.The horizontal coordinates were scaled from a topographic map and have
 AI6083.an estimated accuracy of +/- 6 seconds.
 AI6083
 AI6083.The orthometric height was determined by differential leveling
 AI6083.and adjusted by the National Geodetic Survey in October 2000..
 AI6083
 AI6083.The geoid height was determined by GEOID03.
 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     -   189,690.      723,770.      MT  (+/- 180 meters Scaled)
 AI6083
 AI6083                          SUPERSEDED SURVEY CONTROL
 AI6083
 AI6083.No superseded survey control is available for this station.
 AI6083
 AI6083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP819392(NAD 83)
 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 - April 05, 2005
 AI6083
 AI6083  HISTORY     - Date     Condition        Report By
 AI6083  HISTORY     - 1999     MONUMENTED       WIDT
 AI6083  HISTORY     - 20030730 GOOD             USPSQD
 AI6083  HISTORY     - 20050405 GOOD             WIDT
 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--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6084 ***********************************************************************
 AI6084  DESIGNATION -  3K33
 AI6084  PID         -  AI6084
 AI6084  STATE/COUNTY-  WI/FOND DU LAC
 AI6084  USGS QUAD   -  BYRON (1974)
 AI6084
 AI6084                         *CURRENT SURVEY CONTROL
 AI6084  ___________________________________________________________________
 AI6084* NAD 83(1986)-  43 42 40.     (N)    088 27 36.     (W)     SCALED    
 AI6084* NAVD 88     -       265.976  (meters)     872.62   (feet)  ADJUSTED  
 AI6084  ___________________________________________________________________
 AI6084  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 AI6084  DYNAMIC HT  -         265.919 (meters)     872.44  (feet)  COMP
 AI6084  MODELED GRAV-     980,396.7   (mgal)                       NAVD 88
 AI6084
 AI6084  VERT ORDER  -  SECOND    CLASS I
 AI6084
 AI6084.The horizontal coordinates were scaled from a topographic map and have
 AI6084.an estimated accuracy of +/- 6 seconds.
 AI6084
 AI6084.The orthometric height was determined by differential leveling
 AI6084.and adjusted by the National Geodetic Survey in October 2000..
 AI6084
 AI6084.The geoid height was determined by GEOID03.
 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     -   191,240.      724,100.      MT  (+/- 180 meters Scaled)
 AI6084
 AI6084                          SUPERSEDED SURVEY CONTROL
 AI6084
 AI6084.No superseded survey control is available for this station.
 AI6084
 AI6084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP823408(NAD 83)
 AI6084_MARKER: DD = SURVEY DISK
 AI6084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6084_STAMPING: 3K33 1999
 AI6084_MARK LOGO: WIDT  
 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 - April 11, 2005
 AI6084
 AI6084  HISTORY     - Date     Condition        Report By
 AI6084  HISTORY     - 1999     MONUMENTED       WIDT
 AI6084  HISTORY     - 20030730 GOOD             USPSQD
 AI6084  HISTORY     - 20050411 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6085 ***********************************************************************
 AI6085  DESIGNATION -  3K34
 AI6085  PID         -  AI6085
 AI6085  STATE/COUNTY-  WI/FOND DU LAC
 AI6085  USGS QUAD   -  BYRON (1974)
 AI6085
 AI6085                         *CURRENT SURVEY CONTROL
 AI6085  ___________________________________________________________________
 AI6085* NAD 83(1986)-  43 42 42.     (N)    088 25 59.     (W)     SCALED    
 AI6085* NAVD 88     -       287.107  (meters)     941.95   (feet)  ADJUSTED  
 AI6085  ___________________________________________________________________
 AI6085  GEOID HEIGHT-         -35.54  (meters)                     GEOID03
 AI6085  DYNAMIC HT  -         287.046 (meters)     941.75  (feet)  COMP
 AI6085  MODELED GRAV-     980,398.0   (mgal)                       NAVD 88
 AI6085
 AI6085  VERT ORDER  -  SECOND    CLASS I
 AI6085
 AI6085.The horizontal coordinates were scaled from a topographic map and have
 AI6085.an estimated accuracy of +/- 6 seconds.
 AI6085
 AI6085.The orthometric height was determined by differential leveling
 AI6085.and adjusted by the National Geodetic Survey in October 2000..
 AI6085
 AI6085.The geoid height was determined by GEOID03.
 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     -   191,340.      726,270.      MT  (+/- 180 meters Scaled)
 AI6085
 AI6085                          SUPERSEDED SURVEY CONTROL
 AI6085
 AI6085.No superseded survey control is available for this station.
 AI6085
 AI6085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP845408(NAD 83)
 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 = OCTOBER  7, 2006
 AI6086 ***********************************************************************
 AI6086  DESIGNATION -  3K35
 AI6086  PID         -  AI6086
 AI6086  STATE/COUNTY-  WI/FOND DU LAC
 AI6086  USGS QUAD   -  BYRON (1974)
 AI6086
 AI6086                         *CURRENT SURVEY CONTROL
 AI6086  ___________________________________________________________________
 AI6086* NAD 83(1986)-  43 43 12.     (N)    088 25 19.     (W)     SCALED    
 AI6086* NAVD 88     -       266.924  (meters)     875.73   (feet)  ADJUSTED  
 AI6086  ___________________________________________________________________
 AI6086  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 AI6086  DYNAMIC HT  -         266.867 (meters)     875.55  (feet)  COMP
 AI6086  MODELED GRAV-     980,399.5   (mgal)                       NAVD 88
 AI6086
 AI6086  VERT ORDER  -  SECOND    CLASS I
 AI6086
 AI6086.The horizontal coordinates were scaled from a topographic map and have
 AI6086.an estimated accuracy of +/- 6 seconds.
 AI6086
 AI6086.The orthometric height was determined by differential leveling
 AI6086.and adjusted by the National Geodetic Survey in October 2000..
 AI6086
 AI6086.The geoid height was determined by GEOID03.
 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     -   192,280.      727,150.      MT  (+/- 180 meters Scaled)
 AI6086
 AI6086                          SUPERSEDED SURVEY CONTROL
 AI6086
 AI6086.No superseded survey control is available for this station.
 AI6086
 AI6086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP854417(NAD 83)
 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 - September 15, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6046 ***********************************************************************
 AI6046  DESIGNATION -  3K36
 AI6046  PID         -  AI6046
 AI6046  STATE/COUNTY-  WI/FOND DU LAC
 AI6046  USGS QUAD   -  BYRON (1974)
 AI6046
 AI6046                         *CURRENT SURVEY CONTROL
 AI6046  ___________________________________________________________________
 AI6046* NAD 83(1986)-  43 42 41.     (N)    088 23 37.     (W)     SCALED    
 AI6046* NAVD 88     -       290.158  (meters)     951.96   (feet)  ADJUSTED  
 AI6046  ___________________________________________________________________
 AI6046  GEOID HEIGHT-         -35.51  (meters)                     GEOID03
 AI6046  DYNAMIC HT  -         290.096 (meters)     951.76  (feet)  COMP
 AI6046  MODELED GRAV-     980,398.3   (mgal)                       NAVD 88
 AI6046
 AI6046  VERT ORDER  -  SECOND    CLASS I
 AI6046
 AI6046.The horizontal coordinates were scaled from a topographic map and have
 AI6046.an estimated accuracy of +/- 6 seconds.
 AI6046
 AI6046.The orthometric height was determined by differential leveling
 AI6046.and adjusted by the National Geodetic Survey in October 2000..
 AI6046
 AI6046.The geoid height was determined by GEOID03.
 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     -   191,370.      729,450.      MT  (+/- 180 meters Scaled)
 AI6046
 AI6046                          SUPERSEDED SURVEY CONTROL
 AI6046
 AI6046.No superseded survey control is available for this station.
 AI6046
 AI6046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP877407(NAD 83)
 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 = OCTOBER  7, 2006
 AI6045 ***********************************************************************
 AI6045  DESIGNATION -  3K37
 AI6045  PID         -  AI6045
 AI6045  STATE/COUNTY-  WI/FOND DU LAC
 AI6045  USGS QUAD   -  BYRON (1974)
 AI6045
 AI6045                         *CURRENT SURVEY CONTROL
 AI6045  ___________________________________________________________________
 AI6045* NAD 83(1986)-  43 41 59.     (N)    088 22 42.     (W)     SCALED    
 AI6045* NAVD 88     -       317.361  (meters)    1041.21   (feet)  ADJUSTED  
 AI6045  ___________________________________________________________________
 AI6045  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 AI6045  DYNAMIC HT  -         317.294 (meters)    1040.99  (feet)  COMP
 AI6045  MODELED GRAV-     980,396.7   (mgal)                       NAVD 88
 AI6045
 AI6045  VERT ORDER  -  SECOND    CLASS I
 AI6045
 AI6045.The horizontal coordinates were scaled from a topographic map and have
 AI6045.an estimated accuracy of +/- 6 seconds.
 AI6045
 AI6045.The orthometric height was determined by differential leveling
 AI6045.and adjusted by the National Geodetic Survey in October 2000..
 AI6045
 AI6045.The geoid height was determined by GEOID03.
 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     -   190,100.      730,710.      MT  (+/- 180 meters Scaled)
 AI6045
 AI6045                          SUPERSEDED SURVEY CONTROL
 AI6045
 AI6045.No superseded survey control is available for this station.
 AI6045
 AI6045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP889394(NAD 83)
 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 = OCTOBER  7, 2006
 AI6044 ***********************************************************************
 AI6044  DESIGNATION -  3K38
 AI6044  PID         -  AI6044
 AI6044  STATE/COUNTY-  WI/FOND DU LAC
 AI6044  USGS QUAD   -  EDEN (1974)
 AI6044
 AI6044                         *CURRENT SURVEY CONTROL
 AI6044  ___________________________________________________________________
 AI6044* NAD 83(1986)-  43 41 26.     (N)    088 22 03.     (W)     SCALED    
 AI6044* NAVD 88     -       320.506  (meters)    1051.53   (feet)  ADJUSTED  
 AI6044  ___________________________________________________________________
 AI6044  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 AI6044  DYNAMIC HT  -         320.437 (meters)    1051.30  (feet)  COMP
 AI6044  MODELED GRAV-     980,395.5   (mgal)                       NAVD 88
 AI6044
 AI6044  VERT ORDER  -  SECOND    CLASS I
 AI6044
 AI6044.The horizontal coordinates were scaled from a topographic map and have
 AI6044.an estimated accuracy of +/- 6 seconds.
 AI6044
 AI6044.The orthometric height was determined by differential leveling
 AI6044.and adjusted by the National Geodetic Survey in October 2000..
 AI6044
 AI6044.The geoid height was determined by GEOID03.
 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     -   189,090.      731,600.      MT  (+/- 180 meters Scaled)
 AI6044
 AI6044                          SUPERSEDED SURVEY CONTROL
 AI6044
 AI6044.No superseded survey control is available for this station.
 AI6044
 AI6044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP897384(NAD 83)
 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 = OCTOBER  7, 2006
 AI6043 ***********************************************************************
 AI6043  DESIGNATION -  3K39
 AI6043  PID         -  AI6043
 AI6043  STATE/COUNTY-  WI/FOND DU LAC
 AI6043  USGS QUAD   -  EDEN (1974)
 AI6043
 AI6043                         *CURRENT SURVEY CONTROL
 AI6043  ___________________________________________________________________
 AI6043* NAD 83(1986)-  43 41 37.     (N)    088 21 19.     (W)     SCALED    
 AI6043* NAVD 88     -       313.681  (meters)    1029.14   (feet)  ADJUSTED  
 AI6043  ___________________________________________________________________
 AI6043  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 AI6043  DYNAMIC HT  -         313.614 (meters)    1028.92  (feet)  COMP
 AI6043  MODELED GRAV-     980,395.5   (mgal)                       NAVD 88
 AI6043
 AI6043  VERT ORDER  -  SECOND    CLASS I
 AI6043
 AI6043.The horizontal coordinates were scaled from a topographic map and have
 AI6043.an estimated accuracy of +/- 6 seconds.
 AI6043
 AI6043.The orthometric height was determined by differential leveling
 AI6043.and adjusted by the National Geodetic Survey in October 2000..
 AI6043
 AI6043.The geoid height was determined by GEOID03.
 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     -   189,450.      732,580.      MT  (+/- 180 meters Scaled)
 AI6043
 AI6043                          SUPERSEDED SURVEY CONTROL
 AI6043
 AI6043.No superseded survey control is available for this station.
 AI6043
 AI6043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP907387(NAD 83)
 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 = OCTOBER  7, 2006
 AI6042 ***********************************************************************
 AI6042  DESIGNATION -  3K40
 AI6042  PID         -  AI6042
 AI6042  STATE/COUNTY-  WI/FOND DU LAC
 AI6042  USGS QUAD   -  EDEN (1974)
 AI6042
 AI6042                         *CURRENT SURVEY CONTROL
 AI6042  ___________________________________________________________________
 AI6042* NAD 83(1986)-  43 41 34.     (N)    088 20 03.     (W)     SCALED    
 AI6042* NAVD 88     -       318.872  (meters)    1046.17   (feet)  ADJUSTED  
 AI6042  ___________________________________________________________________
 AI6042  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 AI6042  DYNAMIC HT  -         318.803 (meters)    1045.94  (feet)  COMP
 AI6042  MODELED GRAV-     980,394.7   (mgal)                       NAVD 88
 AI6042
 AI6042  VERT ORDER  -  SECOND    CLASS I
 AI6042
 AI6042.The horizontal coordinates were scaled from a topographic map and have
 AI6042.an estimated accuracy of +/- 6 seconds.
 AI6042
 AI6042.The orthometric height was determined by differential leveling
 AI6042.and adjusted by the National Geodetic Survey in October 2000..
 AI6042
 AI6042.The geoid height was determined by GEOID03.
 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     -   189,390.      734,280.      MT  (+/- 180 meters Scaled)
 AI6042
 AI6042                          SUPERSEDED SURVEY CONTROL
 AI6042
 AI6042.No superseded survey control is available for this station.
 AI6042
 AI6042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP924386(NAD 83)
 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 = OCTOBER  7, 2006
 AI6041 ***********************************************************************
 AI6041  DESIGNATION -  3K41
 AI6041  PID         -  AI6041
 AI6041  STATE/COUNTY-  WI/FOND DU LAC
 AI6041  USGS QUAD   -  EDEN (1974)
 AI6041
 AI6041                         *CURRENT SURVEY CONTROL
 AI6041  ___________________________________________________________________
 AI6041* NAD 83(1986)-  43 41 33.     (N)    088 18 50.     (W)     SCALED    
 AI6041* NAVD 88     -       320.684  (meters)    1052.11   (feet)  ADJUSTED  
 AI6041  ___________________________________________________________________
 AI6041  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 AI6041  DYNAMIC HT  -         320.614 (meters)    1051.88  (feet)  COMP
 AI6041  MODELED GRAV-     980,394.0   (mgal)                       NAVD 88
 AI6041
 AI6041  VERT ORDER  -  SECOND    CLASS I
 AI6041
 AI6041.The horizontal coordinates were scaled from a topographic map and have
 AI6041.an estimated accuracy of +/- 6 seconds.
 AI6041
 AI6041.The orthometric height was determined by differential leveling
 AI6041.and adjusted by the National Geodetic Survey in October 2000..
 AI6041
 AI6041.The geoid height was determined by GEOID03.
 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     -   189,400.      735,920.      MT  (+/- 180 meters Scaled)
 AI6041
 AI6041                          SUPERSEDED SURVEY CONTROL
 AI6041
 AI6041.No superseded survey control is available for this station.
 AI6041
 AI6041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP941385(NAD 83)
 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 = OCTOBER  7, 2006
 DE7786 ***********************************************************************
 DE7786  DESIGNATION -  3K42
 DE7786  PID         -  DE7786
 DE7786  STATE/COUNTY-  WI/FOND DU LAC
 DE7786  USGS QUAD   -  SAINT PETER (1992)
 DE7786
 DE7786                         *CURRENT SURVEY CONTROL
 DE7786  ___________________________________________________________________
 DE7786* NAD 83(1986)-  43 48 54.     (N)    088 21 41.     (W)     SCALED    
 DE7786* NAVD 88     -       307.245  (meters)    1008.02   (feet)  ADJUSTED  
 DE7786  ___________________________________________________________________
 DE7786  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 DE7786  DYNAMIC HT  -         307.182 (meters)    1007.81  (feet)  COMP
 DE7786  MODELED GRAV-     980,404.1   (mgal)                       NAVD 88
 DE7786
 DE7786  VERT ORDER  -  SECOND    CLASS I
 DE7786
 DE7786.The horizontal coordinates were scaled from a topographic map and have
 DE7786.an estimated accuracy of +/- 6 seconds.
 DE7786
 DE7786.The orthometric height was determined by differential leveling
 DE7786.and adjusted by the National Geodetic Survey in May 2003..
 DE7786
 DE7786.The geoid height was determined by GEOID03.
 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     -   202,930.      731,820.      MT  (+/- 180 meters Scaled)
 DE7786
 DE7786                          SUPERSEDED SURVEY CONTROL
 DE7786
 DE7786.No superseded survey control is available for this station.
 DE7786
 DE7786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP905522(NAD 83)
 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 - August 29, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7774 ***********************************************************************
 DE7774  DESIGNATION -  3K43
 DE7774  PID         -  DE7774
 DE7774  STATE/COUNTY-  WI/FOND DU LAC
 DE7774  USGS QUAD   -  SAINT PETER (1992)
 DE7774
 DE7774                         *CURRENT SURVEY CONTROL
 DE7774  ___________________________________________________________________
 DE7774* NAD 83(1986)-  43 48 49.     (N)    088 20 31.     (W)     SCALED    
 DE7774* NAVD 88     -       304.640  (meters)     999.47   (feet)  ADJUSTED  
 DE7774  ___________________________________________________________________
 DE7774  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 DE7774  DYNAMIC HT  -         304.577 (meters)     999.27  (feet)  COMP
 DE7774  MODELED GRAV-     980,402.2   (mgal)                       NAVD 88
 DE7774
 DE7774  VERT ORDER  -  SECOND    CLASS I
 DE7774
 DE7774.The horizontal coordinates were scaled from a topographic map and have
 DE7774.an estimated accuracy of +/- 6 seconds.
 DE7774
 DE7774.The orthometric height was determined by differential leveling
 DE7774.and adjusted by the National Geodetic Survey in May 2003..
 DE7774
 DE7774.The geoid height was determined by GEOID03.
 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     -   202,800.      733,390.      MT  (+/- 180 meters Scaled)
 DE7774
 DE7774                          SUPERSEDED SURVEY CONTROL
 DE7774
 DE7774.No superseded survey control is available for this station.
 DE7774
 DE7774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP920520(NAD 83)
 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 - August 31, 2005
 DE7774
 DE7774  HISTORY     - Date     Condition        Report By
 DE7774  HISTORY     - 2000     MONUMENTED       WIDT
 DE7774  HISTORY     - 20030708 GOOD             USPSQD
 DE7774  HISTORY     - 20050831 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7773 ***********************************************************************
 DE7773  DESIGNATION -  3K44
 DE7773  PID         -  DE7773
 DE7773  STATE/COUNTY-  WI/FOND DU LAC
 DE7773  USGS QUAD   -  SAINT PETER (1992)
 DE7773
 DE7773                         *CURRENT SURVEY CONTROL
 DE7773  ___________________________________________________________________
 DE7773* NAD 83(1986)-  43 49 09.     (N)    088 19 10.     (W)     SCALED    
 DE7773* NAVD 88     -       316.214  (meters)    1037.45   (feet)  ADJUSTED  
 DE7773  ___________________________________________________________________
 DE7773  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 DE7773  DYNAMIC HT  -         316.148 (meters)    1037.23  (feet)  COMP
 DE7773  MODELED GRAV-     980,400.8   (mgal)                       NAVD 88
 DE7773
 DE7773  VERT ORDER  -  SECOND    CLASS I
 DE7773
 DE7773.The horizontal coordinates were scaled from a topographic map and have
 DE7773.an estimated accuracy of +/- 6 seconds.
 DE7773
 DE7773.The orthometric height was determined by differential leveling
 DE7773.and adjusted by the National Geodetic Survey in May 2003..
 DE7773
 DE7773.The geoid height was determined by GEOID03.
 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     -   203,460.      735,190.      MT  (+/- 180 meters Scaled)
 DE7773
 DE7773                          SUPERSEDED SURVEY CONTROL
 DE7773
 DE7773.No superseded survey control is available for this station.
 DE7773
 DE7773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP938526(NAD 83)
 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 - August 31, 2005
 DE7773
 DE7773  HISTORY     - Date     Condition        Report By
 DE7773  HISTORY     - 2000     MONUMENTED       WIDT
 DE7773  HISTORY     - 20030708 GOOD             USPSQD
 DE7773  HISTORY     - 20050831 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7775 ***********************************************************************
 DE7775  DESIGNATION -  3K45
 DE7775  PID         -  DE7775
 DE7775  STATE/COUNTY-  WI/FOND DU LAC
 DE7775  USGS QUAD   -  SAINT PETER (1992)
 DE7775
 DE7775                         *CURRENT SURVEY CONTROL
 DE7775  ___________________________________________________________________
 DE7775* NAD 83(1986)-  43 49 21.     (N)    088 18 06.     (W)     SCALED    
 DE7775* NAVD 88     -       297.655  (meters)     976.56   (feet)  ADJUSTED  
 DE7775  ___________________________________________________________________
 DE7775  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 DE7775  DYNAMIC HT  -         297.592 (meters)     976.35  (feet)  COMP
 DE7775  MODELED GRAV-     980,400.6   (mgal)                       NAVD 88
 DE7775
 DE7775  VERT ORDER  -  SECOND    CLASS I
 DE7775
 DE7775.The horizontal coordinates were scaled from a topographic map and have
 DE7775.an estimated accuracy of +/- 6 seconds.
 DE7775
 DE7775.The orthometric height was determined by differential leveling
 DE7775.and adjusted by the National Geodetic Survey in May 2003..
 DE7775
 DE7775.The geoid height was determined by GEOID03.
 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     -   203,860.      736,610.      MT  (+/- 180 meters Scaled)
 DE7775
 DE7775                          SUPERSEDED SURVEY CONTROL
 DE7775
 DE7775.No superseded survey control is available for this station.
 DE7775
 DE7775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP953529(NAD 83)
 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 - August 31, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7776 ***********************************************************************
 DE7776  DESIGNATION -  3K46
 DE7776  PID         -  DE7776
 DE7776  STATE/COUNTY-  WI/FOND DU LAC
 DE7776  USGS QUAD   -  SAINT PETER (1992)
 DE7776
 DE7776                         *CURRENT SURVEY CONTROL
 DE7776  ___________________________________________________________________
 DE7776* NAD 83(1986)-  43 50 02.     (N)    088 17 29.     (W)     SCALED    
 DE7776* NAVD 88     -       314.162  (meters)    1030.71   (feet)  ADJUSTED  
 DE7776  ___________________________________________________________________
 DE7776  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 DE7776  DYNAMIC HT  -         314.096 (meters)    1030.50  (feet)  COMP
 DE7776  MODELED GRAV-     980,401.1   (mgal)                       NAVD 88
 DE7776
 DE7776  VERT ORDER  -  SECOND    CLASS I
 DE7776
 DE7776.The horizontal coordinates were scaled from a topographic map and have
 DE7776.an estimated accuracy of +/- 6 seconds.
 DE7776
 DE7776.The orthometric height was determined by differential leveling
 DE7776.and adjusted by the National Geodetic Survey in May 2003..
 DE7776
 DE7776.The geoid height was determined by GEOID03.
 DE7776
 DE7776.The dynamic height is computed by dividing the NAVD 88
 DE7776.geopotential number by the normal gravity value computed on the
 DE7776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7776.degrees latitude (g = 980.6199 gals.).
 DE7776
 DE7776.The modeled gravity was interpolated from observed gravity values.
 DE7776
 DE7776;                    North         East    Units  Estimated Accuracy
 DE7776;SPC WI S     -   205,140.      737,410.      MT  (+/- 180 meters Scaled)
 DE7776
 DE7776                          SUPERSEDED SURVEY CONTROL
 DE7776
 DE7776.No superseded survey control is available for this station.
 DE7776
 DE7776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP961542(NAD 83)
 DE7776_MARKER: DD = SURVEY DISK
 DE7776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7776_STAMPING: 3K46 2001
 DE7776_MARK LOGO: WIDT  
 DE7776_PROJECTION: FLUSH
 DE7776_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7776+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2003
 DE7776
 DE7776  HISTORY     - Date     Condition        Report By
 DE7776  HISTORY     - 2000     MONUMENTED       WIDT
 DE7776  HISTORY     - 20030708 GOOD             USPSQD
 DE7776  HISTORY     - 20050824 MARK NOT FOUND   WIDT
 DE7776
 DE7776                          STATION DESCRIPTION
 DE7776
 DE7776'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7776'THE STATION IS LOCATED ABOUT 14 KM NORTHEAST OF FOND DU LAC AND 4 KM
 DE7776'WEST-NORTHWEST OF MT CALVARY.  OWNERSHIP--TOWN OF TAYCHEEDAH.  TO
 DE7776'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 151 WITH STATE
 DE7776'HIGHWAY 149 ABOUT 7 KM NORTHEAST OF THE CITY OF FOND DU LAC, GO EAST
 DE7776'ON STATE HIGHWAY 149 FOR 7.4 KM TO KONEN ROAD ON THE LEFT AND COUNTY
 DE7776'HIGHWAY AAA ON THE RIGHT, CONTINUE EAST ON STATE HIGHWAY 149 FOR 0.8
 DE7776'KM TO THE STATION ON THE LEFT.    THE STATION IS A BRONZE WISCONSIN
 DE7776'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DE7776'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.7 M,
 DE7776'ATTACHED TO SOLID ROCK, WHICH PREVENTED A DEEPER SET, AND ABOUT LEVEL
 DE7776'WITH THE ROAD PAVEMENT.  THE STATION IS 6.0 M WEST OF THE CENTERLINE
 DE7776'OF SCHAEFER ROAD, 41.1 M NORTH OF THE CENTERLINE OF STATE HIGHWAY
 DE7776'149, 63 M SOUTH OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE
 DE7776'--N815--, 22.2 M NORTHWEST OF POWER POLE --95/01/051--, 3 M EAST OF A
 DE7776'CULTIVATED FIELD, AND 0.5 M EAST OF A WHITE PLASTIC WITNESS POST.
 DE7776'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7776'THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR POWER LINES TO THE WEST
 DE7776'EXTENDING TO 30 DEGREES.
 DE7776
 DE7776                          STATION RECOVERY (2003)
 DE7776
 DE7776'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7776'RECOVERED IN GOOD CONDITION.
 DE7776
 DE7776                          STATION RECOVERY (2005)
 DE7776
 DE7776'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7776'NOT FOUND.  MOST OF THE CONCRETE POST IS CHIPPED AWAY WITH A HOLE IN
 DE7776'THE CENTER WHERE THE DISK S STEM WAS LOCATED.  THIS STATION SHOULD BE
 DE7776'CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7777 ***********************************************************************
 DE7777  DESIGNATION -  3K47
 DE7777  PID         -  DE7777
 DE7777  STATE/COUNTY-  WI/FOND DU LAC
 DE7777  USGS QUAD   -  SAINT PETER (1992)
 DE7777
 DE7777                         *CURRENT SURVEY CONTROL
 DE7777  ___________________________________________________________________
 DE7777* NAD 83(1986)-  43 50 21.     (N)    088 16 00.     (W)     SCALED    
 DE7777* NAVD 88     -       292.339  (meters)     959.12   (feet)  ADJUSTED  
 DE7777  ___________________________________________________________________
 DE7777  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 DE7777  DYNAMIC HT  -         292.277 (meters)     958.91  (feet)  COMP
 DE7777  MODELED GRAV-     980,401.9   (mgal)                       NAVD 88
 DE7777
 DE7777  VERT ORDER  -  SECOND    CLASS I
 DE7777
 DE7777.The horizontal coordinates were scaled from a topographic map and have
 DE7777.an estimated accuracy of +/- 6 seconds.
 DE7777
 DE7777.The orthometric height was determined by differential leveling
 DE7777.and adjusted by the National Geodetic Survey in May 2003..
 DE7777
 DE7777.The geoid height was determined by GEOID03.
 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     -   205,770.      739,380.      MT  (+/- 180 meters Scaled)
 DE7777
 DE7777                          SUPERSEDED SURVEY CONTROL
 DE7777
 DE7777.No superseded survey control is available for this station.
 DE7777
 DE7777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP981547(NAD 83)
 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 - August 31, 2005
 DE7777
 DE7777  HISTORY     - Date     Condition        Report By
 DE7777  HISTORY     - 2000     MONUMENTED       WIDT
 DE7777  HISTORY     - 20030708 GOOD             USPSQD
 DE7777  HISTORY     - 20050831 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7532 ***********************************************************************
 DE7532  DESIGNATION -  3K48
 DE7532  PID         -  DE7532
 DE7532  STATE/COUNTY-  WI/FOND DU LAC
 DE7532  USGS QUAD   -  ST CLOUD (1992)
 DE7532
 DE7532                         *CURRENT SURVEY CONTROL
 DE7532  ___________________________________________________________________
 DE7532* NAD 83(1986)-  43 50 46.     (N)    088 14 32.     (W)     SCALED    
 DE7532* NAVD 88     -       286.708  (meters)     940.64   (feet)  ADJUSTED  
 DE7532  ___________________________________________________________________
 DE7532  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 DE7532  DYNAMIC HT  -         286.648 (meters)     940.44  (feet)  COMP
 DE7532  MODELED GRAV-     980,402.8   (mgal)                       NAVD 88
 DE7532
 DE7532  VERT ORDER  -  SECOND    CLASS I
 DE7532
 DE7532.The horizontal coordinates were scaled from a topographic map and have
 DE7532.an estimated accuracy of +/- 6 seconds.
 DE7532
 DE7532.The orthometric height was determined by differential leveling
 DE7532.and adjusted by the National Geodetic Survey in May 2003..
 DE7532
 DE7532.The geoid height was determined by GEOID03.
 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     -   206,580.      741,330.      MT  (+/- 180 meters Scaled)
 DE7532
 DE7532                          SUPERSEDED SURVEY CONTROL
 DE7532
 DE7532.No superseded survey control is available for this station.
 DE7532
 DE7532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP001555(NAD 83)
 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 - August 31, 2005
 DE7532
 DE7532  HISTORY     - Date     Condition        Report By
 DE7532  HISTORY     - 20000912 MONUMENTED       WIDT
 DE7532  HISTORY     - 20030708 GOOD             USPSQD
 DE7532  HISTORY     - 20050831 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7778 ***********************************************************************
 DE7778  DESIGNATION -  3K49
 DE7778  PID         -  DE7778
 DE7778  STATE/COUNTY-  WI/FOND DU LAC
 DE7778  USGS QUAD   -  ST CLOUD (1992)
 DE7778
 DE7778                         *CURRENT SURVEY CONTROL
 DE7778  ___________________________________________________________________
 DE7778* NAD 83(1986)-  43 51 07.     (N)    088 13 50.     (W)     SCALED    
 DE7778* NAVD 88     -       286.331  (meters)     939.40   (feet)  ADJUSTED  
 DE7778  ___________________________________________________________________
 DE7778  GEOID HEIGHT-         -35.75  (meters)                     GEOID03
 DE7778  DYNAMIC HT  -         286.272 (meters)     939.21  (feet)  COMP
 DE7778  MODELED GRAV-     980,403.4   (mgal)                       NAVD 88
 DE7778
 DE7778  VERT ORDER  -  SECOND    CLASS I
 DE7778
 DE7778.The horizontal coordinates were scaled from a topographic map and have
 DE7778.an estimated accuracy of +/- 6 seconds.
 DE7778
 DE7778.The orthometric height was determined by differential leveling
 DE7778.and adjusted by the National Geodetic Survey in May 2003..
 DE7778
 DE7778.The geoid height was determined by GEOID03.
 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     -   207,250.      742,260.      MT  (+/- 180 meters Scaled)
 DE7778
 DE7778                          SUPERSEDED SURVEY CONTROL
 DE7778
 DE7778.No superseded survey control is available for this station.
 DE7778
 DE7778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP010561(NAD 83)
 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 - August 31, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7531 ***********************************************************************
 DE7531  DESIGNATION -  3K50
 DE7531  PID         -  DE7531
 DE7531  STATE/COUNTY-  WI/FOND DU LAC
 DE7531  USGS QUAD   -  ST CLOUD (1992)
 DE7531
 DE7531                         *CURRENT SURVEY CONTROL
 DE7531  ___________________________________________________________________
 DE7531* NAD 83(1986)-  43 51 25.     (N)    088 12 45.     (W)     SCALED    
 DE7531* NAVD 88     -       286.479  (meters)     939.89   (feet)  ADJUSTED  
 DE7531  ___________________________________________________________________
 DE7531  GEOID HEIGHT-         -35.75  (meters)                     GEOID03
 DE7531  DYNAMIC HT  -         286.420 (meters)     939.70  (feet)  COMP
 DE7531  MODELED GRAV-     980,403.9   (mgal)                       NAVD 88
 DE7531
 DE7531  VERT ORDER  -  SECOND    CLASS I
 DE7531
 DE7531.The horizontal coordinates were scaled from a topographic map and have
 DE7531.an estimated accuracy of +/- 6 seconds.
 DE7531
 DE7531.The orthometric height was determined by differential leveling
 DE7531.and adjusted by the National Geodetic Survey in May 2003..
 DE7531
 DE7531.The geoid height was determined by GEOID03.
 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     -   207,830.      743,700.      MT  (+/- 180 meters Scaled)
 DE7531
 DE7531                          SUPERSEDED SURVEY CONTROL
 DE7531
 DE7531.No superseded survey control is available for this station.
 DE7531
 DE7531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP025566(NAD 83)
 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 - August 31, 2005
 DE7531
 DE7531  HISTORY     - Date     Condition        Report By
 DE7531  HISTORY     - 20000912 MONUMENTED       WIDT
 DE7531  HISTORY     - 20030708 GOOD             USPSQD
 DE7531  HISTORY     - 20050831 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7530 ***********************************************************************
 DE7530  DESIGNATION -  3K51
 DE7530  PID         -  DE7530
 DE7530  STATE/COUNTY-  WI/FOND DU LAC
 DE7530  USGS QUAD   -  ST CLOUD (1992)
 DE7530
 DE7530                         *CURRENT SURVEY CONTROL
 DE7530  ___________________________________________________________________
 DE7530* NAD 83(1986)-  43 51 21.     (N)    088 11 30.     (W)     SCALED    
 DE7530* NAVD 88     -       284.679  (meters)     933.98   (feet)  ADJUSTED  
 DE7530  ___________________________________________________________________
 DE7530  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 DE7530  DYNAMIC HT  -         284.619 (meters)     933.79  (feet)  COMP
 DE7530  MODELED GRAV-     980,403.9   (mgal)                       NAVD 88
 DE7530
 DE7530  VERT ORDER  -  SECOND    CLASS I
 DE7530
 DE7530.The horizontal coordinates were scaled from a topographic map and have
 DE7530.an estimated accuracy of +/- 6 seconds.
 DE7530
 DE7530.The orthometric height was determined by differential leveling
 DE7530.and adjusted by the National Geodetic Survey in May 2003..
 DE7530
 DE7530.The geoid height was determined by GEOID03.
 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     -   207,750.      745,370.      MT  (+/- 180 meters Scaled)
 DE7530
 DE7530                          SUPERSEDED SURVEY CONTROL
 DE7530
 DE7530.No superseded survey control is available for this station.
 DE7530
 DE7530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP042565(NAD 83)
 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 07, 2005
 DE7530
 DE7530  HISTORY     - Date     Condition        Report By
 DE7530  HISTORY     - 2000     MONUMENTED       WIDT
 DE7530  HISTORY     - 20030708 GOOD             USPSQD
 DE7530  HISTORY     - 20050907 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7529 ***********************************************************************
 DE7529  DESIGNATION -  3K52
 DE7529  PID         -  DE7529
 DE7529  STATE/COUNTY-  WI/FOND DU LAC
 DE7529  USGS QUAD   -  ST CLOUD (1992)
 DE7529
 DE7529                         *CURRENT SURVEY CONTROL
 DE7529  ___________________________________________________________________
 DE7529* NAD 83(1986)-  43 50 39.     (N)    088 10 44.     (W)     SCALED    
 DE7529* NAVD 88     -       302.626  (meters)     992.87   (feet)  ADJUSTED  
 DE7529  ___________________________________________________________________
 DE7529  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 DE7529  DYNAMIC HT  -         302.563 (meters)     992.66  (feet)  COMP
 DE7529  MODELED GRAV-     980,403.2   (mgal)                       NAVD 88
 DE7529
 DE7529  VERT ORDER  -  SECOND    CLASS I
 DE7529
 DE7529.The horizontal coordinates were scaled from a topographic map and have
 DE7529.an estimated accuracy of +/- 6 seconds.
 DE7529
 DE7529.The orthometric height was determined by differential leveling
 DE7529.and adjusted by the National Geodetic Survey in May 2003..
 DE7529
 DE7529.The geoid height was determined by GEOID03.
 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     -   206,470.      746,430.      MT  (+/- 180 meters Scaled)
 DE7529
 DE7529                          SUPERSEDED SURVEY CONTROL
 DE7529
 DE7529.No superseded survey control is available for this station.
 DE7529
 DE7529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP052552(NAD 83)
 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 - September 07, 2005
 DE7529
 DE7529  HISTORY     - Date     Condition        Report By
 DE7529  HISTORY     - 2000     MONUMENTED       WIDT
 DE7529  HISTORY     - 20030708 GOOD             USPSQD
 DE7529  HISTORY     - 20050907 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7518 ***********************************************************************
 DE7518  DESIGNATION -  3K53
 DE7518  PID         -  DE7518
 DE7518  STATE/COUNTY-  WI/FOND DU LAC
 DE7518  USGS QUAD   -  ST CLOUD (1992)
 DE7518
 DE7518                         *CURRENT SURVEY CONTROL
 DE7518  ___________________________________________________________________
 DE7518* NAD 83(1986)-  43 48 49.     (N)    088 09 57.     (W)     SCALED    
 DE7518* NAVD 88     -       279.679  (meters)     917.58   (feet)  ADJUSTED  
 DE7518  ___________________________________________________________________
 DE7518  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 DE7518  DYNAMIC HT  -         279.620 (meters)     917.39  (feet)  COMP
 DE7518  MODELED GRAV-     980,401.4   (mgal)                       NAVD 88
 DE7518
 DE7518  VERT ORDER  -  SECOND    CLASS I
 DE7518
 DE7518.The horizontal coordinates were scaled from a topographic map and have
 DE7518.an estimated accuracy of +/- 6 seconds.
 DE7518
 DE7518.The orthometric height was determined by differential leveling
 DE7518.and adjusted by the National Geodetic Survey in May 2003..
 DE7518
 DE7518.The geoid height was determined by GEOID03.
 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     -   203,100.      747,550.      MT  (+/- 180 meters Scaled)
 DE7518
 DE7518                          SUPERSEDED SURVEY CONTROL
 DE7518
 DE7518.No superseded survey control is available for this station.
 DE7518
 DE7518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP062518(NAD 83)
 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 NOT SUITABLE FOR
 DE7518+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2005
 DE7518
 DE7518  HISTORY     - Date     Condition        Report By
 DE7518  HISTORY     - 2001     MONUMENTED       WIDT
 DE7518  HISTORY     - 20031206 GOOD             USPSQD
 DE7518  HISTORY     - 20050829 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7517 ***********************************************************************
 DE7517  DESIGNATION -  3K54
 DE7517  PID         -  DE7517
 DE7517  STATE/COUNTY-  WI/SHEBOYGAN
 DE7517  USGS QUAD   -  ST CLOUD (1992)
 DE7517
 DE7517                         *CURRENT SURVEY CONTROL
 DE7517  ___________________________________________________________________
 DE7517* NAD 83(1986)-  43 48 19.     (N)    088 08 52.     (W)     SCALED    
 DE7517* NAVD 88     -       288.274  (meters)     945.78   (feet)  ADJUSTED  
 DE7517  ___________________________________________________________________
 DE7517  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 DE7517  DYNAMIC HT  -         288.214 (meters)     945.58  (feet)  COMP
 DE7517  MODELED GRAV-     980,401.5   (mgal)                       NAVD 88
 DE7517
 DE7517  VERT ORDER  -  SECOND    CLASS I
 DE7517
 DE7517.The horizontal coordinates were scaled from a topographic map and have
 DE7517.an estimated accuracy of +/- 6 seconds.
 DE7517
 DE7517.The orthometric height was determined by differential leveling
 DE7517.and adjusted by the National Geodetic Survey in May 2003..
 DE7517
 DE7517.The geoid height was determined by GEOID03.
 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     -   202,210.      749,030.      MT  (+/- 180 meters Scaled)
 DE7517
 DE7517                          SUPERSEDED SURVEY CONTROL
 DE7517
 DE7517.No superseded survey control is available for this station.
 DE7517
 DE7517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP076508(NAD 83)
 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 - 2001
 DE7517
 DE7517  HISTORY     - Date     Condition        Report By
 DE7517  HISTORY     - 2001     MONUMENTED       WIDT
 DE7517  HISTORY     - 20031206 MARK NOT FOUND   USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7516 ***********************************************************************
 DE7516  DESIGNATION -  3K55
 DE7516  PID         -  DE7516
 DE7516  STATE/COUNTY-  WI/SHEBOYGAN
 DE7516  USGS QUAD   -  ELKHART LAKE (1992)
 DE7516
 DE7516                         *CURRENT SURVEY CONTROL
 DE7516  ___________________________________________________________________
 DE7516* NAD 83(1986)-  43 48 16.     (N)    088 07 20.     (W)     SCALED    
 DE7516* NAVD 88     -       295.185  (meters)     968.45   (feet)  ADJUSTED  
 DE7516  ___________________________________________________________________
 DE7516  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 DE7516  DYNAMIC HT  -         295.123 (meters)     968.25  (feet)  COMP
 DE7516  MODELED GRAV-     980,402.6   (mgal)                       NAVD 88
 DE7516
 DE7516  VERT ORDER  -  SECOND    CLASS I
 DE7516
 DE7516.The horizontal coordinates were scaled from a topographic map and have
 DE7516.an estimated accuracy of +/- 6 seconds.
 DE7516
 DE7516.The orthometric height was determined by differential leveling
 DE7516.and adjusted by the National Geodetic Survey in May 2003..
 DE7516
 DE7516.The geoid height was determined by GEOID03.
 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     -   202,160.      751,080.      MT  (+/- 180 meters Scaled)
 DE7516
 DE7516                          SUPERSEDED SURVEY CONTROL
 DE7516
 DE7516.No superseded survey control is available for this station.
 DE7516
 DE7516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP097507(NAD 83)
 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 - December 06, 2003
 DE7516
 DE7516  HISTORY     - Date     Condition        Report By
 DE7516  HISTORY     - 20000913 MONUMENTED       WIDT
 DE7516  HISTORY     - 20031206 GOOD             USPSQD
 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' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7515 ***********************************************************************
 DE7515  DESIGNATION -  3K56
 DE7515  PID         -  DE7515
 DE7515  STATE/COUNTY-  WI/SHEBOYGAN
 DE7515  USGS QUAD   -  ELKHART LAKE (1992)
 DE7515
 DE7515                         *CURRENT SURVEY CONTROL
 DE7515  ___________________________________________________________________
 DE7515* NAD 83(1986)-  43 48 43.     (N)    088 05 36.     (W)     SCALED    
 DE7515* NAVD 88     -       285.842  (meters)     937.80   (feet)  ADJUSTED  
 DE7515  ___________________________________________________________________
 DE7515  GEOID HEIGHT-         -35.64  (meters)                     GEOID03
 DE7515  DYNAMIC HT  -         285.782 (meters)     937.60  (feet)  COMP
 DE7515  MODELED GRAV-     980,404.7   (mgal)                       NAVD 88
 DE7515
 DE7515  VERT ORDER  -  SECOND    CLASS I
 DE7515
 DE7515.The horizontal coordinates were scaled from a topographic map and have
 DE7515.an estimated accuracy of +/- 6 seconds.
 DE7515
 DE7515.The orthometric height was determined by differential leveling
 DE7515.and adjusted by the National Geodetic Survey in May 2003..
 DE7515
 DE7515.The geoid height was determined by GEOID03.
 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     -   203,050.      753,390.      MT  (+/- 180 meters Scaled)
 DE7515
 DE7515                          SUPERSEDED SURVEY CONTROL
 DE7515
 DE7515.No superseded survey control is available for this station.
 DE7515
 DE7515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP120515(NAD 83)
 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 - December 06, 2003
 DE7515
 DE7515  HISTORY     - Date     Condition        Report By
 DE7515  HISTORY     - 20000913 MONUMENTED       WIDT
 DE7515  HISTORY     - 20031206 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7726 ***********************************************************************
 DE7726  DESIGNATION -  3K57
 DE7726  PID         -  DE7726
 DE7726  STATE/COUNTY-  WI/SHEBOYGAN
 DE7726  USGS QUAD   -  ELKHART LAKE (1992)
 DE7726
 DE7726                         *CURRENT SURVEY CONTROL
 DE7726  ___________________________________________________________________
 DE7726* NAD 83(1986)-  43 48 17.     (N)    088 02 57.     (W)     SCALED    
 DE7726* NAVD 88     -       290.023  (meters)     951.52   (feet)  ADJUSTED  
 DE7726  ___________________________________________________________________
 DE7726  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 DE7726  DYNAMIC HT  -         289.964 (meters)     951.32  (feet)  COMP
 DE7726  MODELED GRAV-     980,407.8   (mgal)                       NAVD 88
 DE7726
 DE7726  VERT ORDER  -  SECOND    CLASS I
 DE7726
 DE7726.The horizontal coordinates were scaled from a topographic map and have
 DE7726.an estimated accuracy of +/- 6 seconds.
 DE7726
 DE7726.The orthometric height was determined by differential leveling
 DE7726.and adjusted by the National Geodetic Survey in May 2003..
 DE7726
 DE7726.The geoid height was determined by GEOID03.
 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     -   202,330.      756,960.      MT  (+/- 180 meters Scaled)
 DE7726
 DE7726                          SUPERSEDED SURVEY CONTROL
 DE7726
 DE7726.No superseded survey control is available for this station.
 DE7726
 DE7726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP156507(NAD 83)
 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 - December 06, 2003
 DE7726
 DE7726  HISTORY     - Date     Condition        Report By
 DE7726  HISTORY     - 2000     MONUMENTED       WIDT
 DE7726  HISTORY     - 20031206 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7514 ***********************************************************************
 DE7514  DESIGNATION -  3K58
 DE7514  PID         -  DE7514
 DE7514  STATE/COUNTY-  WI/SHEBOYGAN
 DE7514  USGS QUAD   -  ELKHART LAKE (1992)
 DE7514
 DE7514                         *CURRENT SURVEY CONTROL
 DE7514  ___________________________________________________________________
 DE7514* NAD 83(1986)-  43 47 35.     (N)    088 01 54.     (W)     SCALED    
 DE7514* NAVD 88     -       290.917  (meters)     954.45   (feet)  ADJUSTED  
 DE7514  ___________________________________________________________________
 DE7514  GEOID HEIGHT-         -35.60  (meters)                     GEOID03
 DE7514  DYNAMIC HT  -         290.858 (meters)     954.26  (feet)  COMP
 DE7514  MODELED GRAV-     980,409.0   (mgal)                       NAVD 88
 DE7514
 DE7514  VERT ORDER  -  SECOND    CLASS I
 DE7514
 DE7514.The horizontal coordinates were scaled from a topographic map and have
 DE7514.an estimated accuracy of +/- 6 seconds.
 DE7514
 DE7514.The orthometric height was determined by differential leveling
 DE7514.and adjusted by the National Geodetic Survey in May 2003..
 DE7514
 DE7514.The geoid height was determined by GEOID03.
 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     -   201,060.      758,400.      MT  (+/- 180 meters Scaled)
 DE7514
 DE7514                          SUPERSEDED SURVEY CONTROL
 DE7514
 DE7514.No superseded survey control is available for this station.
 DE7514
 DE7514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP170494(NAD 83)
 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 - December 06, 2003
 DE7514
 DE7514  HISTORY     - Date     Condition        Report By
 DE7514  HISTORY     - 2000     MONUMENTED       WIDT
 DE7514  HISTORY     - 20031206 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6079 ***********************************************************************
 AI6079  DESIGNATION -  3K61
 AI6079  PID         -  AI6079
 AI6079  STATE/COUNTY-  WI/FOND DU LAC
 AI6079  USGS QUAD   -  BYRON (1974)
 AI6079
 AI6079                         *CURRENT SURVEY CONTROL
 AI6079  ___________________________________________________________________
 AI6079* NAD 83(1986)-  43 44 23.     (N)    088 28 43.     (W)     SCALED    
 AI6079* NAVD 88     -       258.921  (meters)     849.48   (feet)  ADJUSTED  
 AI6079  ___________________________________________________________________
 AI6079  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 AI6079  DYNAMIC HT  -         258.866 (meters)     849.30  (feet)  COMP
 AI6079  MODELED GRAV-     980,399.6   (mgal)                       NAVD 88
 AI6079
 AI6079  VERT ORDER  -  SECOND    CLASS I
 AI6079
 AI6079.The horizontal coordinates were scaled from a topographic map and have
 AI6079.an estimated accuracy of +/- 6 seconds.
 AI6079
 AI6079.The orthometric height was determined by differential leveling
 AI6079.and adjusted by the National Geodetic Survey in October 2000..
 AI6079
 AI6079.The geoid height was determined by GEOID03.
 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     -   194,390.      722,540.      MT  (+/- 180 meters Scaled)
 AI6079
 AI6079                          SUPERSEDED SURVEY CONTROL
 AI6079
 AI6079.No superseded survey control is available for this station.
 AI6079
 AI6079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP809440(NAD 83)
 AI6079_MARKER: DD = SURVEY DISK
 AI6079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6079_STAMPING: 3K61 1999
 AI6079_MARK LOGO: WIDT  
 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 - August 11, 2004
 AI6079
 AI6079  HISTORY     - Date     Condition        Report By
 AI6079  HISTORY     - 1999     MONUMENTED       WIDT
 AI6079  HISTORY     - 20030730 GOOD             USPSQD
 AI6079  HISTORY     - 20040811 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6080 ***********************************************************************
 AI6080  DESIGNATION -  3K62
 AI6080  PID         -  AI6080
 AI6080  STATE/COUNTY-  WI/FOND DU LAC
 AI6080  USGS QUAD   -  BYRON (1974)
 AI6080
 AI6080                         *CURRENT SURVEY CONTROL
 AI6080  ___________________________________________________________________
 AI6080* NAD 83(1986)-  43 44 54.     (N)    088 28 11.     (W)     SCALED    
 AI6080* NAVD 88     -       245.420  (meters)     805.18   (feet)  ADJUSTED  
 AI6080  ___________________________________________________________________
 AI6080  GEOID HEIGHT-         -35.67  (meters)                     GEOID03
 AI6080  DYNAMIC HT  -         245.368 (meters)     805.01  (feet)  COMP
 AI6080  MODELED GRAV-     980,401.4   (mgal)                       NAVD 88
 AI6080
 AI6080  VERT ORDER  -  SECOND    CLASS I
 AI6080
 AI6080.The horizontal coordinates were scaled from a topographic map and have
 AI6080.an estimated accuracy of +/- 6 seconds.
 AI6080
 AI6080.The orthometric height was determined by differential leveling
 AI6080.and adjusted by the National Geodetic Survey in October 2000..
 AI6080
 AI6080.The geoid height was determined by GEOID03.
 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     -   195,360.      723,240.      MT  (+/- 180 meters Scaled)
 AI6080
 AI6080                          SUPERSEDED SURVEY CONTROL
 AI6080
 AI6080.No superseded survey control is available for this station.
 AI6080
 AI6080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP816449(NAD 83)
 AI6080_MARKER: DD = SURVEY DISK
 AI6080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6080_STAMPING: 3K62 1999
 AI6080_MARK LOGO: WIDT  
 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 - August 05, 2004
 AI6080
 AI6080  HISTORY     - Date     Condition        Report By
 AI6080  HISTORY     - 1999     MONUMENTED       WIDT
 AI6080  HISTORY     - 20030730 GOOD             USPSQD
 AI6080  HISTORY     - 20040805 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6081 ***********************************************************************
 AI6081  DESIGNATION -  3K63
 AI6081  PID         -  AI6081
 AI6081  STATE/COUNTY-  WI/FOND DU LAC
 AI6081  USGS QUAD   -  FOND DU LAC (1992)
 AI6081
 AI6081                         *CURRENT SURVEY CONTROL
 AI6081  ___________________________________________________________________
 AI6081* NAD 83(1986)-  43 46 35.     (N)    088 26 44.     (W)     SCALED    
 AI6081* NAVD 88     -       231.521  (meters)     759.58   (feet)  ADJUSTED  
 AI6081  ___________________________________________________________________
 AI6081  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 AI6081  DYNAMIC HT  -         231.473 (meters)     759.42  (feet)  COMP
 AI6081  MODELED GRAV-     980,407.3   (mgal)                       NAVD 88
 AI6081
 AI6081  VERT ORDER  -  SECOND    CLASS I
 AI6081
 AI6081.The horizontal coordinates were scaled from a topographic map and have
 AI6081.an estimated accuracy of +/- 6 seconds.
 AI6081
 AI6081.The orthometric height was determined by differential leveling
 AI6081.and adjusted by the National Geodetic Survey in October 2000..
 AI6081
 AI6081.The geoid height was determined by GEOID03.
 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     -   198,510.      725,130.      MT  (+/- 180 meters Scaled)
 AI6081
 AI6081                          SUPERSEDED SURVEY CONTROL
 AI6081
 AI6081.No superseded survey control is available for this station.
 AI6081
 AI6081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP836480(NAD 83)
 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 NOT SUITABLE FOR
 AI6081+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2005
 AI6081
 AI6081  HISTORY     - Date     Condition        Report By
 AI6081  HISTORY     - 1999     MONUMENTED       WIDT
 AI6081  HISTORY     - 20030722 GOOD             USPSQD
 AI6081  HISTORY     - 20050428 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6104 ***********************************************************************
 AI6104  DESIGNATION -  3K91
 AI6104  PID         -  AI6104
 AI6104  STATE/COUNTY-  WI/DODGE
 AI6104  USGS QUAD   -  LOMIRA (1974)
 AI6104
 AI6104                         *CURRENT SURVEY CONTROL
 AI6104  ___________________________________________________________________
 AI6104* NAD 83(1997)-  43 35 14.35380(N)    088 29 55.87435(W)     ADJUSTED  
 AI6104* NAVD 88     -       307.193  (meters)    1007.85   (feet)  ADJUSTED  
 AI6104  ___________________________________________________________________
 AI6104  X           -     121,223.888 (meters)                     COMP
 AI6104  Y           -  -4,625,817.714 (meters)                     COMP
 AI6104  Z           -   4,375,181.484 (meters)                     COMP
 AI6104  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 AI6104  ELLIP HEIGHT-         271.98  (meters)          (11/17/00) GPS OBS
 AI6104  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 AI6104  DYNAMIC HT  -         307.122 (meters)    1007.62  (feet)  COMP
 AI6104  MODELED GRAV-     980,382.6   (mgal)                       NAVD 88
 AI6104
 AI6104  HORZ ORDER  -  FIRST
 AI6104  VERT ORDER  -  SECOND    CLASS I
 AI6104  ELLP ORDER  -  THIRD     CLASS II
 AI6104
 AI6104.The horizontal coordinates were established by GPS observations
 AI6104.and adjusted by the National Geodetic Survey in July 2000..
 AI6104
 AI6104.The orthometric height was determined by differential leveling
 AI6104.and adjusted by the National Geodetic Survey in October 2000..
 AI6104
 AI6104.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6104
 AI6104.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6104
 AI6104.The ellipsoidal height was determined by GPS observations
 AI6104.and is referenced to NAD 83.
 AI6104
 AI6104.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI6104;SPC WI S     -   177,428.044   721,218.509   MT  0.99993781   +1 01 53.2
 AI6104;SPC WI S     -   582,111.84  2,366,197.72   sFT  0.99993781   +1 01 53.2
 AI6104;UTM  16      - 4,827,130.416   379,000.223   MT  0.99978009   -1 02 00.7
 AI6104
 AI6104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6104!SPC WI S     -   0.99995735  x   0.99993781  =   0.99989516
 AI6104!UTM  16      -   0.99995735  x   0.99978009  =   0.99973745
 AI6104
 AI6104                          SUPERSEDED SURVEY CONTROL
 AI6104
 AI6104  ELLIP H (07/06/00)  271.98   (m)                       GP(       ) 2 1
 AI6104
 AI6104.Superseded values are not recommended for survey control.
 AI6104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6104.See file dsdata.txt to determine how the superseded data were derived.
 AI6104
 AI6104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7900027130(NAD 83)
 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 = OCTOBER  7, 2006
 AI6103 ***********************************************************************
 AI6103  DESIGNATION -  3K92
 AI6103  PID         -  AI6103
 AI6103  STATE/COUNTY-  WI/DODGE
 AI6103  USGS QUAD   -  LOMIRA (1974)
 AI6103
 AI6103                         *CURRENT SURVEY CONTROL
 AI6103  ___________________________________________________________________
 AI6103* NAD 83(1997)-  43 35 16.54165(N)    088 28 46.95507(W)     ADJUSTED  
 AI6103* NAVD 88     -       292.751  (meters)     960.47   (feet)  ADJUSTED  
 AI6103  ___________________________________________________________________
 AI6103  X           -     122,767.993 (meters)                     COMP
 AI6103  Y           -  -4,625,719.956 (meters)                     COMP
 AI6103  Z           -   4,375,220.437 (meters)                     COMP
 AI6103  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 AI6103  ELLIP HEIGHT-         257.54  (meters)          (11/17/00) GPS OBS
 AI6103  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 AI6103  DYNAMIC HT  -         292.684 (meters)     960.25  (feet)  COMP
 AI6103  MODELED GRAV-     980,384.5   (mgal)                       NAVD 88
 AI6103
 AI6103  HORZ ORDER  -  FIRST
 AI6103  VERT ORDER  -  SECOND    CLASS I
 AI6103  ELLP ORDER  -  THIRD     CLASS II
 AI6103
 AI6103.The horizontal coordinates were established by GPS observations
 AI6103.and adjusted by the National Geodetic Survey in July 2000..
 AI6103
 AI6103.The orthometric height was determined by differential leveling
 AI6103.and adjusted by the National Geodetic Survey in October 2000..
 AI6103
 AI6103.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6103
 AI6103.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6103
 AI6103.The ellipsoidal height was determined by GPS observations
 AI6103.and is referenced to NAD 83.
 AI6103
 AI6103.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI6103;SPC WI S     -   177,523.557   722,763.018   MT  0.99993784   +1 02 40.5
 AI6103;SPC WI S     -   582,425.20  2,371,265.00   sFT  0.99993784   +1 02 40.5
 AI6103;UTM  16      - 4,827,170.209   380,546.923   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                          SUPERSEDED SURVEY CONTROL
 AI6103
 AI6103  ELLIP H (07/06/00)  257.54   (m)                       GP(       ) 2 1
 AI6103
 AI6103.Superseded values are not recommended for survey control.
 AI6103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6103.See file dsdata.txt to determine how the superseded data were derived.
 AI6103
 AI6103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8054727170(NAD 83)
 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 = OCTOBER  7, 2006
 AI6102 ***********************************************************************
 AI6102  DESIGNATION -  3K93
 AI6102  PID         -  AI6102
 AI6102  STATE/COUNTY-  WI/DODGE
 AI6102  USGS QUAD   -  LOMIRA (1974)
 AI6102
 AI6102                         *CURRENT SURVEY CONTROL
 AI6102  ___________________________________________________________________
 AI6102* NAD 83(1997)-  43 37 10.71238(N)    088 28 49.13950(W)     ADJUSTED  
 AI6102* NAVD 88     -       309.309  (meters)    1014.79   (feet)  ADJUSTED  
 AI6102  ___________________________________________________________________
 AI6102  X           -     122,654.872 (meters)                     COMP
 AI6102  Y           -  -4,623,303.841 (meters)                     COMP
 AI6102  Z           -   4,377,783.426 (meters)                     COMP
 AI6102  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 AI6102  ELLIP HEIGHT-         274.02  (meters)          (11/17/00) GPS OBS
 AI6102  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 AI6102  DYNAMIC HT  -         309.239 (meters)    1014.56  (feet)  COMP
 AI6102  MODELED GRAV-     980,384.8   (mgal)                       NAVD 88
 AI6102
 AI6102  HORZ ORDER  -  FIRST
 AI6102  VERT ORDER  -  SECOND    CLASS I
 AI6102  ELLP ORDER  -  THIRD     CLASS II
 AI6102
 AI6102.The horizontal coordinates were established by GPS observations
 AI6102.and adjusted by the National Geodetic Survey in July 2000..
 AI6102
 AI6102.The orthometric height was determined by differential leveling
 AI6102.and adjusted by the National Geodetic Survey in October 2000..
 AI6102
 AI6102.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6102
 AI6102.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6102
 AI6102.The ellipsoidal height was determined by GPS observations
 AI6102.and is referenced to NAD 83.
 AI6102
 AI6102.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI6102;SPC WI S     -   181,045.442   722,649.818   MT  0.99993979   +1 02 39.0
 AI6102;SPC WI S     -   593,979.92  2,370,893.61   sFT  0.99993979   +1 02 39.0
 AI6102;UTM  16      - 4,830,693.310   380,560.713   MT  0.99977547   -1 01 16.8
 AI6102
 AI6102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6102!SPC WI S     -   0.99995703  x   0.99993979  =   0.99989682
 AI6102!UTM  16      -   0.99995703  x   0.99977547  =   0.99973251
 AI6102
 AI6102                          SUPERSEDED SURVEY CONTROL
 AI6102
 AI6102  ELLIP H (07/06/00)  274.02   (m)                       GP(       ) 2 1
 AI6102
 AI6102.Superseded values are not recommended for survey control.
 AI6102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6102.See file dsdata.txt to determine how the superseded data were derived.
 AI6102
 AI6102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8056130693(NAD 83)
 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 = OCTOBER  7, 2006
 AI6101 ***********************************************************************
 AI6101  DESIGNATION -  3K94
 AI6101  PID         -  AI6101
 AI6101  STATE/COUNTY-  WI/DODGE
 AI6101  USGS QUAD   -  BYRON (1974)
 AI6101
 AI6101                         *CURRENT SURVEY CONTROL
 AI6101  ___________________________________________________________________
 AI6101* NAD 83(1997)-  43 37 39.03834(N)    088 27 05.90690(W)     ADJUSTED  
 AI6101* NAVD 88     -       340.849  (meters)    1118.27   (feet)  ADJUSTED  
 AI6101  ___________________________________________________________________
 AI6101  X           -     124,953.073 (meters)                     COMP
 AI6101  Y           -  -4,622,661.745 (meters)                     COMP
 AI6101  Z           -   4,378,438.030 (meters)                     COMP
 AI6101  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 AI6101  ELLIP HEIGHT-         305.54  (meters)          (11/17/00) GPS OBS
 AI6101  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 AI6101  DYNAMIC HT  -         340.773 (meters)    1118.02  (feet)  COMP
 AI6101  MODELED GRAV-     980,387.8   (mgal)                       NAVD 88
 AI6101
 AI6101  HORZ ORDER  -  FIRST
 AI6101  VERT ORDER  -  SECOND    CLASS I
 AI6101  ELLP ORDER  -  THIRD     CLASS II
 AI6101
 AI6101.The horizontal coordinates were established by GPS observations
 AI6101.and adjusted by the National Geodetic Survey in July 2000..
 AI6101
 AI6101.The orthometric height was determined by differential leveling
 AI6101.and adjusted by the National Geodetic Survey in October 2000..
 AI6101
 AI6101.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6101
 AI6101.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6101
 AI6101.The ellipsoidal height was determined by GPS observations
 AI6101.and is referenced to NAD 83.
 AI6101
 AI6101.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI6101;SPC WI S     -   181,962.023   724,947.669   MT  0.99994033   +1 03 50.0
 AI6101;SPC WI S     -   596,987.07  2,378,432.48   sFT  0.99994033   +1 03 50.0
 AI6101;UTM  16      - 4,831,526.335   382,889.716   MT  0.99976869   -1 00 06.1
 AI6101
 AI6101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6101!SPC WI S     -   0.99995209  x   0.99994033  =   0.99989242
 AI6101!UTM  16      -   0.99995209  x   0.99976869  =   0.99972079
 AI6101
 AI6101                          SUPERSEDED SURVEY CONTROL
 AI6101
 AI6101  ELLIP H (07/06/00)  305.54   (m)                       GP(       ) 2 1
 AI6101
 AI6101.Superseded values are not recommended for survey control.
 AI6101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6101.See file dsdata.txt to determine how the superseded data were derived.
 AI6101
 AI6101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8289031526(NAD 83)
 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 = OCTOBER  7, 2006
 AI6100 ***********************************************************************
 AI6100  DESIGNATION -  3K95
 AI6100  PID         -  AI6100
 AI6100  STATE/COUNTY-  WI/DODGE
 AI6100  USGS QUAD   -  LOMIRA (1974)
 AI6100
 AI6100                         *CURRENT SURVEY CONTROL
 AI6100  ___________________________________________________________________
 AI6100* NAD 83(1997)-  43 36 58.13151(N)    088 26 06.83511(W)     ADJUSTED  
 AI6100* NAVD 88     -       326.218  (meters)    1070.27   (feet)  ADJUSTED  
 AI6100  ___________________________________________________________________
 AI6100  X           -     126,300.439 (meters)                     COMP
 AI6100  Y           -  -4,623,485.904 (meters)                     COMP
 AI6100  Z           -   4,377,513.990 (meters)                     COMP
 AI6100  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 AI6100  ELLIP HEIGHT-         290.94  (meters)          (11/17/00) GPS OBS
 AI6100  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 AI6100  DYNAMIC HT  -         326.145 (meters)    1070.03  (feet)  COMP
 AI6100  MODELED GRAV-     980,388.3   (mgal)                       NAVD 88
 AI6100
 AI6100  HORZ ORDER  -  FIRST
 AI6100  VERT ORDER  -  SECOND    CLASS I
 AI6100  ELLP ORDER  -  THIRD     CLASS II
 AI6100
 AI6100.The horizontal coordinates were established by GPS observations
 AI6100.and adjusted by the National Geodetic Survey in July 2000..
 AI6100
 AI6100.The orthometric height was determined by differential leveling
 AI6100.and adjusted by the National Geodetic Survey in October 2000..
 AI6100
 AI6100.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6100
 AI6100.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6100
 AI6100.The ellipsoidal height was determined by GPS observations
 AI6100.and is referenced to NAD 83.
 AI6100
 AI6100.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI6100;SPC WI S     -   180,724.553   726,295.343   MT  0.99993956   +1 04 30.6
 AI6100;SPC WI S     -   592,927.14  2,382,853.97   sFT  0.99993956   +1 04 30.6
 AI6100;UTM  16      - 4,830,241.320   384,191.689   MT  0.99976497   -0 59 24.6
 AI6100
 AI6100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6100!SPC WI S     -   0.99995438  x   0.99993956  =   0.99989394
 AI6100!UTM  16      -   0.99995438  x   0.99976497  =   0.99971936
 AI6100
 AI6100                          SUPERSEDED SURVEY CONTROL
 AI6100
 AI6100  ELLIP H (07/06/00)  290.94   (m)                       GP(       ) 2 1
 AI6100
 AI6100.Superseded values are not recommended for survey control.
 AI6100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6100.See file dsdata.txt to determine how the superseded data were derived.
 AI6100
 AI6100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8419230241(NAD 83)
 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 - July 12, 2004
 AI6100
 AI6100  HISTORY     - Date     Condition        Report By
 AI6100  HISTORY     - 1999     MONUMENTED       WIDT
 AI6100  HISTORY     - 20030806 GOOD             USPSQD
 AI6100  HISTORY     - 20040712 GOOD             WIDT
 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' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7499 ***********************************************************************
 DE7499  DESIGNATION -  3L01
 DE7499  PID         -  DE7499
 DE7499  STATE/COUNTY-  WI/SHEBOYGAN
 DE7499  USGS QUAD   -  BATAVIA (1974)
 DE7499
 DE7499                         *CURRENT SURVEY CONTROL
 DE7499  ___________________________________________________________________
 DE7499* NAD 83(1986)-  43 33 24.     (N)    088 01 04.     (W)     SCALED    
 DE7499* NAVD 88     -       270.151  (meters)     886.32   (feet)  ADJUSTED  
 DE7499  ___________________________________________________________________
 DE7499  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 DE7499  DYNAMIC HT  -         270.093 (meters)     886.13  (feet)  COMP
 DE7499  MODELED GRAV-     980,396.8   (mgal)                       NAVD 88
 DE7499
 DE7499  VERT ORDER  -  SECOND    CLASS I
 DE7499
 DE7499.The horizontal coordinates were scaled from a topographic map and have
 DE7499.an estimated accuracy of +/- 6 seconds.
 DE7499
 DE7499.The orthometric height was determined by differential leveling
 DE7499.and adjusted by the National Geodetic Survey in May 2003..
 DE7499
 DE7499.The geoid height was determined by GEOID03.
 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     -   174,840.      760,140.      MT  (+/- 180 meters Scaled)
 DE7499
 DE7499                          SUPERSEDED SURVEY CONTROL
 DE7499
 DE7499.No superseded survey control is available for this station.
 DE7499
 DE7499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP177231(NAD 83)
 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 - December 04, 2003
 DE7499
 DE7499  HISTORY     - Date     Condition        Report By
 DE7499  HISTORY     - 2000     MONUMENTED       WIDT
 DE7499  HISTORY     - 20031204 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7500 ***********************************************************************
 DE7500  DESIGNATION -  3L02
 DE7500  PID         -  DE7500
 DE7500  STATE/COUNTY-  WI/SHEBOYGAN
 DE7500  USGS QUAD   -  RANDOM LAKE (1974)
 DE7500
 DE7500                         *CURRENT SURVEY CONTROL
 DE7500  ___________________________________________________________________
 DE7500* NAD 83(1986)-  43 33 26.     (N)    087 59 49.     (W)     SCALED    
 DE7500* NAVD 88     -       277.045  (meters)     908.94   (feet)  ADJUSTED  
 DE7500  ___________________________________________________________________
 DE7500  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 DE7500  DYNAMIC HT  -         276.985 (meters)     908.74  (feet)  COMP
 DE7500  MODELED GRAV-     980,395.2   (mgal)                       NAVD 88
 DE7500
 DE7500  VERT ORDER  -  SECOND    CLASS I
 DE7500
 DE7500.The horizontal coordinates were scaled from a topographic map and have
 DE7500.an estimated accuracy of +/- 6 seconds.
 DE7500
 DE7500.The orthometric height was determined by differential leveling
 DE7500.and adjusted by the National Geodetic Survey in May 2003..
 DE7500
 DE7500.The geoid height was determined by GEOID03.
 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     -   174,940.      761,820.      MT  (+/- 180 meters Scaled)
 DE7500
 DE7500                          SUPERSEDED SURVEY CONTROL
 DE7500
 DE7500.No superseded survey control is available for this station.
 DE7500
 DE7500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP194231(NAD 83)
 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 - December 04, 2003
 DE7500
 DE7500  HISTORY     - Date     Condition        Report By
 DE7500  HISTORY     - 2000     MONUMENTED       WIDT
 DE7500  HISTORY     - 20031204 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7501 ***********************************************************************
 DE7501  DESIGNATION -  3L03
 DE7501  PID         -  DE7501
 DE7501  STATE/COUNTY-  WI/SHEBOYGAN
 DE7501  USGS QUAD   -  RANDOM LAKE (1974)
 DE7501
 DE7501                         *CURRENT SURVEY CONTROL
 DE7501  ___________________________________________________________________
 DE7501* NAD 83(1986)-  43 33 27.     (N)    087 58 10.     (W)     SCALED    
 DE7501* NAVD 88     -       264.573  (meters)     868.02   (feet)  ADJUSTED  
 DE7501  ___________________________________________________________________
 DE7501  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 DE7501  DYNAMIC HT  -         264.515 (meters)     867.83  (feet)  COMP
 DE7501  MODELED GRAV-     980,397.1   (mgal)                       NAVD 88
 DE7501
 DE7501  VERT ORDER  -  SECOND    CLASS I
 DE7501
 DE7501.The horizontal coordinates were scaled from a topographic map and have
 DE7501.an estimated accuracy of +/- 6 seconds.
 DE7501
 DE7501.The orthometric height was determined by differential leveling
 DE7501.and adjusted by the National Geodetic Survey in May 2003..
 DE7501
 DE7501.The geoid height was determined by GEOID03.
 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     -   175,020.      764,040.      MT  (+/- 180 meters Scaled)
 DE7501
 DE7501                          SUPERSEDED SURVEY CONTROL
 DE7501
 DE7501.No superseded survey control is available for this station.
 DE7501
 DE7501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP217231(NAD 83)
 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 - December 04, 2003
 DE7501
 DE7501  HISTORY     - Date     Condition        Report By
 DE7501  HISTORY     - 2000     MONUMENTED       WIDT
 DE7501  HISTORY     - 20031204 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7502 ***********************************************************************
 DE7502  DESIGNATION -  3L04
 DE7502  PID         -  DE7502
 DE7502  STATE/COUNTY-  WI/SHEBOYGAN
 DE7502  USGS QUAD   -  RANDOM LAKE (1974)
 DE7502
 DE7502                         *CURRENT SURVEY CONTROL
 DE7502  ___________________________________________________________________
 DE7502* NAD 83(1986)-  43 33 53.     (N)    087 56 37.     (W)     SCALED    
 DE7502* NAVD 88     -       273.205  (meters)     896.34   (feet)  ADJUSTED  
 DE7502  ___________________________________________________________________
 DE7502  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 DE7502  DYNAMIC HT  -         273.146 (meters)     896.15  (feet)  COMP
 DE7502  MODELED GRAV-     980,399.7   (mgal)                       NAVD 88
 DE7502
 DE7502  VERT ORDER  -  SECOND    CLASS I
 DE7502
 DE7502.The horizontal coordinates were scaled from a topographic map and have
 DE7502.an estimated accuracy of +/- 6 seconds.
 DE7502
 DE7502.The orthometric height was determined by differential leveling
 DE7502.and adjusted by the National Geodetic Survey in May 2003..
 DE7502
 DE7502.The geoid height was determined by GEOID03.
 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     -   175,880.      766,110.      MT  (+/- 180 meters Scaled)
 DE7502
 DE7502                          SUPERSEDED SURVEY CONTROL
 DE7502
 DE7502.No superseded survey control is available for this station.
 DE7502
 DE7502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP237239(NAD 83)
 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 - December 04, 2003
 DE7502
 DE7502  HISTORY     - Date     Condition        Report By
 DE7502  HISTORY     - 2000     MONUMENTED       WIDT
 DE7502  HISTORY     - 20031204 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7503 ***********************************************************************
 DE7503  DESIGNATION -  3L05
 DE7503  PID         -  DE7503
 DE7503  STATE/COUNTY-  WI/SHEBOYGAN
 DE7503  USGS QUAD   -  RANDOM LAKE (1974)
 DE7503
 DE7503                         *CURRENT SURVEY CONTROL
 DE7503  ___________________________________________________________________
 DE7503* NAD 83(1986)-  43 33 28.     (N)    087 56 08.     (W)     SCALED    
 DE7503* NAVD 88     -       275.989  (meters)     905.47   (feet)  ADJUSTED  
 DE7503  ___________________________________________________________________
 DE7503  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 DE7503  DYNAMIC HT  -         275.930 (meters)     905.28  (feet)  COMP
 DE7503  MODELED GRAV-     980,400.0   (mgal)                       NAVD 88
 DE7503
 DE7503  VERT ORDER  -  SECOND    CLASS I
 DE7503
 DE7503.The horizontal coordinates were scaled from a topographic map and have
 DE7503.an estimated accuracy of +/- 6 seconds.
 DE7503
 DE7503.The orthometric height was determined by differential leveling
 DE7503.and adjusted by the National Geodetic Survey in May 2003..
 DE7503
 DE7503.The geoid height was determined by GEOID03.
 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.      766,780.      MT  (+/- 180 meters Scaled)
 DE7503
 DE7503                          SUPERSEDED SURVEY CONTROL
 DE7503
 DE7503.No superseded survey control is available for this station.
 DE7503
 DE7503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP244231(NAD 83)
 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 - December 04, 2003
 DE7503
 DE7503  HISTORY     - Date     Condition        Report By
 DE7503  HISTORY     - 2000     MONUMENTED       WIDT
 DE7503  HISTORY     - 20031204 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7505 ***********************************************************************
 DE7505  DESIGNATION -  3L06
 DE7505  PID         -  DE7505
 DE7505  STATE/COUNTY-  WI/SHEBOYGAN
 DE7505  USGS QUAD   -  RANDOM LAKE (1974)
 DE7505
 DE7505                         *CURRENT SURVEY CONTROL
 DE7505  ___________________________________________________________________
 DE7505* NAD 83(1986)-  43 33 27.     (N)    087 52 50.     (W)     SCALED    
 DE7505* NAVD 88     -       241.076  (meters)     790.93   (feet)  ADJUSTED  
 DE7505  ___________________________________________________________________
 DE7505  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 DE7505  DYNAMIC HT  -         241.025 (meters)     790.76  (feet)  COMP
 DE7505  MODELED GRAV-     980,405.4   (mgal)                       NAVD 88
 DE7505
 DE7505  VERT ORDER  -  SECOND    CLASS I
 DE7505
 DE7505.The horizontal coordinates were scaled from a topographic map and have
 DE7505.an estimated accuracy of +/- 6 seconds.
 DE7505
 DE7505.The orthometric height was determined by differential leveling
 DE7505.and adjusted by the National Geodetic Survey in May 2003..
 DE7505
 DE7505.The geoid height was determined by GEOID03.
 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     -   175,200.      771,220.      MT  (+/- 180 meters Scaled)
 DE7505
 DE7505                          SUPERSEDED SURVEY CONTROL
 DE7505
 DE7505.No superseded survey control is available for this station.
 DE7505
 DE7505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP288231(NAD 83)
 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 - December 04, 2003
 DE7505
 DE7505  HISTORY     - Date     Condition        Report By
 DE7505  HISTORY     - 2000     MONUMENTED       WIDT
 DE7505  HISTORY     - 20031204 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7506 ***********************************************************************
 DE7506  DESIGNATION -  3L07
 DE7506  PID         -  DE7506
 DE7506  STATE/COUNTY-  WI/SHEBOYGAN
 DE7506  USGS QUAD   -  CEDAR GROVE (1974)
 DE7506
 DE7506                         *CURRENT SURVEY CONTROL
 DE7506  ___________________________________________________________________
 DE7506* NAD 83(1986)-  43 33 28.     (N)    087 51 24.     (W)     SCALED    
 DE7506* NAVD 88     -       219.780  (meters)     721.06   (feet)  ADJUSTED  
 DE7506  ___________________________________________________________________
 DE7506  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 DE7506  DYNAMIC HT  -         219.734 (meters)     720.91  (feet)  COMP
 DE7506  MODELED GRAV-     980,407.6   (mgal)                       NAVD 88
 DE7506
 DE7506  VERT ORDER  -  SECOND    CLASS I
 DE7506
 DE7506.The horizontal coordinates were scaled from a topographic map and have
 DE7506.an estimated accuracy of +/- 6 seconds.
 DE7506
 DE7506.The orthometric height was determined by differential leveling
 DE7506.and adjusted by the National Geodetic Survey in May 2003..
 DE7506
 DE7506.The geoid height was determined by GEOID03.
 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     -   175,280.      773,150.      MT  (+/- 180 meters Scaled)
 DE7506
 DE7506                          SUPERSEDED SURVEY CONTROL
 DE7506
 DE7506.No superseded survey control is available for this station.
 DE7506
 DE7506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP308231(NAD 83)
 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 SUITABLE FOR
 DE7506+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2003
 DE7506
 DE7506  HISTORY     - Date     Condition        Report By
 DE7506  HISTORY     - 2001     MONUMENTED       WIDT
 DE7506  HISTORY     - 20031204 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7553 ***********************************************************************
 DE7553  DESIGNATION -  3L08
 DE7553  PID         -  DE7553
 DE7553  STATE/COUNTY-  WI/CALUMET
 DE7553  USGS QUAD   -  POTTER (1993)
 DE7553
 DE7553                         *CURRENT SURVEY CONTROL
 DE7553  ___________________________________________________________________
 DE7553* NAD 83(1986)-  44 00 29.     (N)    088 06 57.     (W)     SCALED    
 DE7553* NAVD 88     -       251.028  (meters)     823.58   (feet)  ADJUSTED  
 DE7553  ___________________________________________________________________
 DE7553  GEOID HEIGHT-         -35.96  (meters)                     GEOID03
 DE7553  DYNAMIC HT  -         250.979 (meters)     823.42  (feet)  COMP
 DE7553  MODELED GRAV-     980,416.0   (mgal)                       NAVD 88
 DE7553
 DE7553  VERT ORDER  -  SECOND    CLASS I
 DE7553
 DE7553.The horizontal coordinates were scaled from a topographic map and have
 DE7553.an estimated accuracy of +/- 6 seconds.
 DE7553
 DE7553.The orthometric height was determined by differential leveling
 DE7553.and adjusted by the National Geodetic Survey in May 2003..
 DE7553
 DE7553.The geoid height was determined by GEOID03.
 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     -   224,790.      751,090.      MT  (+/- 180 meters Scaled)
 DE7553
 DE7553                          SUPERSEDED SURVEY CONTROL
 DE7553
 DE7553.No superseded survey control is available for this station.
 DE7553
 DE7553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP105733(NAD 83)
 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 - August 23, 2005
 DE7553
 DE7553  HISTORY     - Date     Condition        Report By
 DE7553  HISTORY     - 2000     MONUMENTED       WIDT
 DE7553  HISTORY     - 20030630 GOOD             USPSQD
 DE7553  HISTORY     - 20050823 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7554 ***********************************************************************
 DE7554  DESIGNATION -  3L09
 DE7554  PID         -  DE7554
 DE7554  STATE/COUNTY-  WI/CALUMET
 DE7554  USGS QUAD   -  KIEL (1992)
 DE7554
 DE7554                         *CURRENT SURVEY CONTROL
 DE7554  ___________________________________________________________________
 DE7554* NAD 83(1986)-  43 59 37.     (N)    088 06 11.     (W)     SCALED    
 DE7554* NAVD 88     -       258.268  (meters)     847.33   (feet)  ADJUSTED  
 DE7554  ___________________________________________________________________
 DE7554  GEOID HEIGHT-         -35.94  (meters)                     GEOID03
 DE7554  DYNAMIC HT  -         258.217 (meters)     847.17  (feet)  COMP
 DE7554  MODELED GRAV-     980,415.8   (mgal)                       NAVD 88
 DE7554
 DE7554  VERT ORDER  -  SECOND    CLASS I
 DE7554
 DE7554.The horizontal coordinates were scaled from a topographic map and have
 DE7554.an estimated accuracy of +/- 6 seconds.
 DE7554
 DE7554.The orthometric height was determined by differential leveling
 DE7554.and adjusted by the National Geodetic Survey in May 2003..
 DE7554
 DE7554.The geoid height was determined by GEOID03.
 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     -   223,210.      752,150.      MT  (+/- 180 meters Scaled)
 DE7554
 DE7554                          SUPERSEDED SURVEY CONTROL
 DE7554
 DE7554.No superseded survey control is available for this station.
 DE7554
 DE7554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP115717(NAD 83)
 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 = OCTOBER  7, 2006
 DE7555 ***********************************************************************
 DE7555  DESIGNATION -  3L10
 DE7555  PID         -  DE7555
 DE7555  STATE/COUNTY-  WI/CALUMET
 DE7555  USGS QUAD   -  KIEL (1992)
 DE7555
 DE7555                         *CURRENT SURVEY CONTROL
 DE7555  ___________________________________________________________________
 DE7555* NAD 83(1986)-  43 57 52.     (N)    088 05 47.     (W)     SCALED    
 DE7555* NAVD 88     -       279.706  (meters)     917.67   (feet)  ADJUSTED  
 DE7555  ___________________________________________________________________
 DE7555  GEOID HEIGHT-         -35.90  (meters)                     GEOID03
 DE7555  DYNAMIC HT  -         279.650 (meters)     917.49  (feet)  COMP
 DE7555  MODELED GRAV-     980,412.8   (mgal)                       NAVD 88
 DE7555
 DE7555  VERT ORDER  -  SECOND    CLASS I
 DE7555
 DE7555.The horizontal coordinates were scaled from a topographic map and have
 DE7555.an estimated accuracy of +/- 6 seconds.
 DE7555
 DE7555.The orthometric height was determined by differential leveling
 DE7555.and adjusted by the National Geodetic Survey in May 2003..
 DE7555
 DE7555.The geoid height was determined by GEOID03.
 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     -   219,980.      752,760.      MT  (+/- 180 meters Scaled)
 DE7555
 DE7555                          SUPERSEDED SURVEY CONTROL
 DE7555
 DE7555.No superseded survey control is available for this station.
 DE7555
 DE7555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP120685(NAD 83)
 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 = OCTOBER  7, 2006
 DE7780 ***********************************************************************
 DE7780  DESIGNATION -  3L11
 DE7780  PID         -  DE7780
 DE7780  STATE/COUNTY-  WI/CALUMET
 DE7780  USGS QUAD   -  KIEL (1992)
 DE7780
 DE7780                         *CURRENT SURVEY CONTROL
 DE7780  ___________________________________________________________________
 DE7780* NAD 83(1986)-  43 57 02.     (N)    088 03 42.     (W)     SCALED    
 DE7780* NAVD 88     -       281.544  (meters)     923.70   (feet)  ADJUSTED  
 DE7780  ___________________________________________________________________
 DE7780  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DE7780  DYNAMIC HT  -         281.488 (meters)     923.52  (feet)  COMP
 DE7780  MODELED GRAV-     980,414.1   (mgal)                       NAVD 88
 DE7780
 DE7780  VERT ORDER  -  SECOND    CLASS I
 DE7780
 DE7780.The horizontal coordinates were scaled from a topographic map and have
 DE7780.an estimated accuracy of +/- 6 seconds.
 DE7780
 DE7780.The orthometric height was determined by differential leveling
 DE7780.and adjusted by the National Geodetic Survey in May 2003..
 DE7780
 DE7780.The geoid height was determined by GEOID03.
 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     -   218,500.      755,580.      MT  (+/- 180 meters Scaled)
 DE7780
 DE7780                          SUPERSEDED SURVEY CONTROL
 DE7780
 DE7780.No superseded survey control is available for this station.
 DE7780
 DE7780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP148669(NAD 83)
 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 = OCTOBER  7, 2006
 DE7779 ***********************************************************************
 DE7779  DESIGNATION -  3L12
 DE7779  PID         -  DE7779
 DE7779  STATE/COUNTY-  WI/CALUMET
 DE7779  USGS QUAD   -  KIEL (1992)
 DE7779
 DE7779                         *CURRENT SURVEY CONTROL
 DE7779  ___________________________________________________________________
 DE7779* NAD 83(1986)-  43 57 24.     (N)    088 02 31.     (W)     SCALED    
 DE7779* NAVD 88     -       277.129  (meters)     909.21   (feet)  ADJUSTED  
 DE7779  ___________________________________________________________________
 DE7779  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 DE7779  DYNAMIC HT  -         277.075 (meters)     909.04  (feet)  COMP
 DE7779  MODELED GRAV-     980,416.1   (mgal)                       NAVD 88
 DE7779
 DE7779  VERT ORDER  -  SECOND    CLASS I
 DE7779
 DE7779.The horizontal coordinates were scaled from a topographic map and have
 DE7779.an estimated accuracy of +/- 6 seconds.
 DE7779
 DE7779.The orthometric height was determined by differential leveling
 DE7779.and adjusted by the National Geodetic Survey in May 2003..
 DE7779
 DE7779.The geoid height was determined by GEOID03.
 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     -   219,220.      757,150.      MT  (+/- 180 meters Scaled)
 DE7779
 DE7779                          SUPERSEDED SURVEY CONTROL
 DE7779
 DE7779.No superseded survey control is available for this station.
 DE7779
 DE7779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP164675(NAD 83)
 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 = OCTOBER  7, 2006
 DE7556 ***********************************************************************
 DE7556  DESIGNATION -  3L13
 DE7556  PID         -  DE7556
 DE7556  STATE/COUNTY-  WI/MANITOWOC
 DE7556  USGS QUAD   -  KIEL (1992)
 DE7556
 DE7556                         *CURRENT SURVEY CONTROL
 DE7556  ___________________________________________________________________
 DE7556* NAD 83(1986)-  43 56 58.     (N)    088 00 08.     (W)     SCALED    
 DE7556* NAVD 88     -       287.669  (meters)     943.79   (feet)  ADJUSTED  
 DE7556  ___________________________________________________________________
 DE7556  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DE7556  DYNAMIC HT  -         287.613 (meters)     943.61  (feet)  COMP
 DE7556  MODELED GRAV-     980,417.6   (mgal)                       NAVD 88
 DE7556
 DE7556  VERT ORDER  -  SECOND    CLASS I
 DE7556
 DE7556.The horizontal coordinates were scaled from a topographic map and have
 DE7556.an estimated accuracy of +/- 6 seconds.
 DE7556
 DE7556.The orthometric height was determined by differential leveling
 DE7556.and adjusted by the National Geodetic Survey in May 2003..
 DE7556
 DE7556.The geoid height was determined by GEOID03.
 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     -   218,490.      760,350.      MT  (+/- 180 meters Scaled)
 DE7556
 DE7556                          SUPERSEDED SURVEY CONTROL
 DE7556
 DE7556.No superseded survey control is available for this station.
 DE7556
 DE7556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP195667(NAD 83)
 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 - November 09, 2005
 DE7556
 DE7556  HISTORY     - Date     Condition        Report By
 DE7556  HISTORY     - 2000     MONUMENTED       WIDT
 DE7556  HISTORY     - 20030622 GOOD             USPSQD
 DE7556  HISTORY     - 20051109 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7675 ***********************************************************************
 DE7675  DESIGNATION -  3L14
 DE7675  PID         -  DE7675
 DE7675  STATE/COUNTY-  WI/MANITOWOC
 DE7675  USGS QUAD   -  SCHOOL HILL (1992)
 DE7675
 DE7675                         *CURRENT SURVEY CONTROL
 DE7675  ___________________________________________________________________
 DE7675* NAD 83(1986)-  43 57 00.     (N)    087 58 43.     (W)     SCALED    
 DE7675* NAVD 88     -       279.122  (meters)     915.75   (feet)  ADJUSTED  
 DE7675  ___________________________________________________________________
 DE7675  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DE7675  DYNAMIC HT  -         279.067 (meters)     915.57  (feet)  COMP
 DE7675  MODELED GRAV-     980,418.0   (mgal)                       NAVD 88
 DE7675
 DE7675  VERT ORDER  -  SECOND    CLASS I
 DE7675
 DE7675.The horizontal coordinates were scaled from a topographic map and have
 DE7675.an estimated accuracy of +/- 6 seconds.
 DE7675
 DE7675.The orthometric height was determined by differential leveling
 DE7675.and adjusted by the National Geodetic Survey in May 2003..
 DE7675
 DE7675.The geoid height was determined by GEOID03.
 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     -   218,600.      762,250.      MT  (+/- 180 meters Scaled)
 DE7675
 DE7675                          SUPERSEDED SURVEY CONTROL
 DE7675
 DE7675.No superseded survey control is available for this station.
 DE7675
 DE7675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP214667(NAD 83)
 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 - June 22, 2003
 DE7675
 DE7675  HISTORY     - Date     Condition        Report By
 DE7675  HISTORY     - 2000     MONUMENTED       WIDT
 DE7675  HISTORY     - 20030622 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7754 ***********************************************************************
 DE7754  DESIGNATION -  3L15
 DE7754  PID         -  DE7754
 DE7754  STATE/COUNTY-  WI/MANITOWOC
 DE7754  USGS QUAD   -  SCHOOL HILL (1992)
 DE7754
 DE7754                         *CURRENT SURVEY CONTROL
 DE7754  ___________________________________________________________________
 DE7754* NAD 83(1986)-  43 56 59.     (N)    087 57 07.     (W)     SCALED    
 DE7754* NAVD 88     -       267.638  (meters)     878.08   (feet)  ADJUSTED  
 DE7754  ___________________________________________________________________
 DE7754  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 DE7754  DYNAMIC HT  -         267.586 (meters)     877.91  (feet)  COMP
 DE7754  MODELED GRAV-     980,418.7   (mgal)                       NAVD 88
 DE7754
 DE7754  VERT ORDER  -  SECOND    CLASS I
 DE7754
 DE7754.The horizontal coordinates were scaled from a topographic map and have
 DE7754.an estimated accuracy of +/- 6 seconds.
 DE7754
 DE7754.The orthometric height was determined by differential leveling
 DE7754.and adjusted by the National Geodetic Survey in May 2003..
 DE7754
 DE7754.The geoid height was determined by GEOID03.
 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     -   218,620.      764,390.      MT  (+/- 180 meters Scaled)
 DE7754
 DE7754                          SUPERSEDED SURVEY CONTROL
 DE7754
 DE7754.No superseded survey control is available for this station.
 DE7754
 DE7754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP236667(NAD 83)
 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 - June 22, 2003
 DE7754
 DE7754  HISTORY     - Date     Condition        Report By
 DE7754  HISTORY     - 2000     MONUMENTED       WIDT
 DE7754  HISTORY     - 20030622 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7676 ***********************************************************************
 DE7676  DESIGNATION -  3L16
 DE7676  PID         -  DE7676
 DE7676  STATE/COUNTY-  WI/MANITOWOC
 DE7676  USGS QUAD   -  SCHOOL HILL (1992)
 DE7676
 DE7676                         *CURRENT SURVEY CONTROL
 DE7676  ___________________________________________________________________
 DE7676* NAD 83(1986)-  43 56 58.     (N)    087 54 43.     (W)     SCALED    
 DE7676* NAVD 88     -       277.740  (meters)     911.22   (feet)  ADJUSTED  
 DE7676  ___________________________________________________________________
 DE7676  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 DE7676  DYNAMIC HT  -         277.687 (meters)     911.04  (feet)  COMP
 DE7676  MODELED GRAV-     980,419.8   (mgal)                       NAVD 88
 DE7676
 DE7676  VERT ORDER  -  SECOND    CLASS I
 DE7676
 DE7676.The horizontal coordinates were scaled from a topographic map and have
 DE7676.an estimated accuracy of +/- 6 seconds.
 DE7676
 DE7676.The orthometric height was determined by differential leveling
 DE7676.and adjusted by the National Geodetic Survey in May 2003..
 DE7676
 DE7676.The geoid height was determined by GEOID03.
 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     -   218,670.      767,600.      MT  (+/- 180 meters Scaled)
 DE7676
 DE7676                          SUPERSEDED SURVEY CONTROL
 DE7676
 DE7676.No superseded survey control is available for this station.
 DE7676
 DE7676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP268666(NAD 83)
 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 - June 22, 2003
 DE7676
 DE7676  HISTORY     - Date     Condition        Report By
 DE7676  HISTORY     - 2000     MONUMENTED       WIDT
 DE7676  HISTORY     - 20030622 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7677 ***********************************************************************
 DE7677  DESIGNATION -  3L17
 DE7677  PID         -  DE7677
 DE7677  STATE/COUNTY-  WI/MANITOWOC
 DE7677  USGS QUAD   -  CLEVELAND WEST (1994)
 DE7677
 DE7677                         *CURRENT SURVEY CONTROL
 DE7677  ___________________________________________________________________
 DE7677* NAD 83(1986)-  43 56 59.     (N)    087 51 23.     (W)     SCALED    
 DE7677* NAVD 88     -       252.232  (meters)     827.53   (feet)  ADJUSTED  
 DE7677  ___________________________________________________________________
 DE7677  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 DE7677  DYNAMIC HT  -         252.184 (meters)     827.37  (feet)  COMP
 DE7677  MODELED GRAV-     980,423.7   (mgal)                       NAVD 88
 DE7677
 DE7677  VERT ORDER  -  SECOND    CLASS I
 DE7677
 DE7677.The horizontal coordinates were scaled from a topographic map and have
 DE7677.an estimated accuracy of +/- 6 seconds.
 DE7677
 DE7677.The orthometric height was determined by differential leveling
 DE7677.and adjusted by the National Geodetic Survey in May 2003..
 DE7677
 DE7677.The geoid height was determined by GEOID03.
 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     -   218,810.      772,050.      MT  (+/- 180 meters Scaled)
 DE7677
 DE7677                          SUPERSEDED SURVEY CONTROL
 DE7677
 DE7677.No superseded survey control is available for this station.
 DE7677
 DE7677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP312666(NAD 83)
 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 - June 22, 2003
 DE7677
 DE7677  HISTORY     - Date     Condition        Report By
 DE7677  HISTORY     - 2000     MONUMENTED       WIDT
 DE7677  HISTORY     - 20030622 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7678 ***********************************************************************
 DE7678  DESIGNATION -  3L18
 DE7678  PID         -  DE7678
 DE7678  STATE/COUNTY-  WI/MANITOWOC
 DE7678  USGS QUAD   -  CLEVELAND WEST (1994)
 DE7678
 DE7678                         *CURRENT SURVEY CONTROL
 DE7678  ___________________________________________________________________
 DE7678* NAD 83(1986)-  43 56 56.     (N)    087 49 49.     (W)     SCALED    
 DE7678* NAVD 88     -       238.839  (meters)     783.59   (feet)  ADJUSTED  
 DE7678  ___________________________________________________________________
 DE7678  GEOID HEIGHT-         -35.93  (meters)                     GEOID03
 DE7678  DYNAMIC HT  -         238.795 (meters)     783.45  (feet)  COMP
 DE7678  MODELED GRAV-     980,426.6   (mgal)                       NAVD 88
 DE7678
 DE7678  VERT ORDER  -  SECOND    CLASS I
 DE7678
 DE7678.The horizontal coordinates were scaled from a topographic map and have
 DE7678.an estimated accuracy of +/- 6 seconds.
 DE7678
 DE7678.The orthometric height was determined by differential leveling
 DE7678.and adjusted by the National Geodetic Survey in May 2003..
 DE7678
 DE7678.The geoid height was determined by GEOID03.
 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     -   218,770.      774,150.      MT  (+/- 180 meters Scaled)
 DE7678
 DE7678                          SUPERSEDED SURVEY CONTROL
 DE7678
 DE7678.No superseded survey control is available for this station.
 DE7678
 DE7678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP333665(NAD 83)
 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 - November 09, 2005
 DE7678
 DE7678  HISTORY     - Date     Condition        Report By
 DE7678  HISTORY     - 2000     MONUMENTED       WIDT
 DE7678  HISTORY     - 20030622 GOOD             USPSQD
 DE7678  HISTORY     - 20051109 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7679 ***********************************************************************
 DE7679  DESIGNATION -  3L19
 DE7679  PID         -  DE7679
 DE7679  STATE/COUNTY-  WI/MANITOWOC
 DE7679  USGS QUAD   -  CLEVELAND WEST (1994)
 DE7679
 DE7679                         *CURRENT SURVEY CONTROL
 DE7679  ___________________________________________________________________
 DE7679* NAD 83(1986)-  43 57 00.     (N)    087 48 21.     (W)     SCALED    
 DE7679* NAVD 88     -       228.637  (meters)     750.12   (feet)  ADJUSTED  
 DE7679  ___________________________________________________________________
 DE7679  GEOID HEIGHT-         -35.95  (meters)                     GEOID03
 DE7679  DYNAMIC HT  -         228.594 (meters)     749.98  (feet)  COMP
 DE7679  MODELED GRAV-     980,429.7   (mgal)                       NAVD 88
 DE7679
 DE7679  VERT ORDER  -  SECOND    CLASS I
 DE7679
 DE7679.The horizontal coordinates were scaled from a topographic map and have
 DE7679.an estimated accuracy of +/- 6 seconds.
 DE7679
 DE7679.The orthometric height was determined by differential leveling
 DE7679.and adjusted by the National Geodetic Survey in May 2003..
 DE7679
 DE7679.The geoid height was determined by GEOID03.
 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     -   218,950.      776,110.      MT  (+/- 180 meters Scaled)
 DE7679
 DE7679                          SUPERSEDED SURVEY CONTROL
 DE7679
 DE7679.No superseded survey control is available for this station.
 DE7679
 DE7679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP353666(NAD 83)
 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 - November 09, 2005
 DE7679
 DE7679  HISTORY     - Date     Condition        Report By
 DE7679  HISTORY     - 2000     MONUMENTED       WIDT
 DE7679  HISTORY     - 20030622 GOOD             USPSQD
 DE7679  HISTORY     - 20051109 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7680 ***********************************************************************
 DE7680  DESIGNATION -  3L20
 DE7680  PID         -  DE7680
 DE7680  STATE/COUNTY-  WI/MANITOWOC
 DE7680  USGS QUAD   -  CLEVELAND WEST (1994)
 DE7680
 DE7680                         *CURRENT SURVEY CONTROL
 DE7680  ___________________________________________________________________
 DE7680* NAD 83(1986)-  43 56 57.     (N)    087 46 54.     (W)     SCALED    
 DE7680* NAVD 88     -       224.916  (meters)     737.91   (feet)  ADJUSTED  
 DE7680  ___________________________________________________________________
 DE7680  GEOID HEIGHT-         -35.97  (meters)                     GEOID03
 DE7680  DYNAMIC HT  -         224.876 (meters)     737.78  (feet)  COMP
 DE7680  MODELED GRAV-     980,432.7   (mgal)                       NAVD 88
 DE7680
 DE7680  VERT ORDER  -  SECOND    CLASS I
 DE7680
 DE7680.The horizontal coordinates were scaled from a topographic map and have
 DE7680.an estimated accuracy of +/- 6 seconds.
 DE7680
 DE7680.The orthometric height was determined by differential leveling
 DE7680.and adjusted by the National Geodetic Survey in May 2003..
 DE7680
 DE7680.The geoid height was determined by GEOID03.
 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     -   218,910.      778,050.      MT  (+/- 180 meters Scaled)
 DE7680
 DE7680                          SUPERSEDED SURVEY CONTROL
 DE7680
 DE7680.No superseded survey control is available for this station.
 DE7680
 DE7680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP372665(NAD 83)
 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 - November 09, 2005
 DE7680
 DE7680  HISTORY     - Date     Condition        Report By
 DE7680  HISTORY     - 2000     MONUMENTED       WIDT
 DE7680  HISTORY     - 20030622 GOOD             USPSQD
 DE7680  HISTORY     - 20051109 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7681 ***********************************************************************
 DE7681  DESIGNATION -  3L21
 DE7681  PID         -  DE7681
 DE7681  STATE/COUNTY-  WI/MANITOWOC
 DE7681  USGS QUAD   -  CLEVELAND WEST (1994)
 DE7681
 DE7681                         *CURRENT SURVEY CONTROL
 DE7681  ___________________________________________________________________
 DE7681* NAD 83(1986)-  43 57 02.     (N)    087 45 29.     (W)     SCALED    
 DE7681* NAVD 88     -       209.938  (meters)     688.77   (feet)  ADJUSTED  
 DE7681  ___________________________________________________________________
 DE7681  GEOID HEIGHT-         -35.99  (meters)                     GEOID03
 DE7681  DYNAMIC HT  -         209.900 (meters)     688.65  (feet)  COMP
 DE7681  MODELED GRAV-     980,435.5   (mgal)                       NAVD 88
 DE7681
 DE7681  VERT ORDER  -  SECOND    CLASS I
 DE7681
 DE7681.The horizontal coordinates were scaled from a topographic map and have
 DE7681.an estimated accuracy of +/- 6 seconds.
 DE7681
 DE7681.The orthometric height was determined by differential leveling
 DE7681.and adjusted by the National Geodetic Survey in May 2003..
 DE7681
 DE7681.The geoid height was determined by GEOID03.
 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     -   219,110.      779,940.      MT  (+/- 180 meters Scaled)
 DE7681
 DE7681                          SUPERSEDED SURVEY CONTROL
 DE7681
 DE7681.No superseded survey control is available for this station.
 DE7681
 DE7681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP391666(NAD 83)
 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 - June 22, 2003
 DE7681
 DE7681  HISTORY     - Date     Condition        Report By
 DE7681  HISTORY     - 2000     MONUMENTED       WIDT
 DE7681  HISTORY     - 20030622 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7694 ***********************************************************************
 DE7694  DESIGNATION -  3L22
 DE7694  PID         -  DE7694
 DE7694  STATE/COUNTY-  WI/MANITOWOC
 DE7694  USGS QUAD   -  CLEVELAND EAST (1994)
 DE7694
 DE7694                         *CURRENT SURVEY CONTROL
 DE7694  ___________________________________________________________________
 DE7694* NAD 83(1986)-  43 54 52.     (N)    087 44 38.     (W)     SCALED    
 DE7694* NAVD 88     -       192.956  (meters)     633.06   (feet)  ADJUSTED  
 DE7694  ___________________________________________________________________
 DE7694  GEOID HEIGHT-         -35.97  (meters)                     GEOID03
 DE7694  DYNAMIC HT  -         192.921 (meters)     632.94  (feet)  COMP
 DE7694  MODELED GRAV-     980,436.2   (mgal)                       NAVD 88
 DE7694
 DE7694  VERT ORDER  -  SECOND    CLASS I
 DE7694
 DE7694.The horizontal coordinates were scaled from a topographic map and have
 DE7694.an estimated accuracy of +/- 6 seconds.
 DE7694
 DE7694.The orthometric height was determined by differential leveling
 DE7694.and adjusted by the National Geodetic Survey in May 2003..
 DE7694
 DE7694.The geoid height was determined by GEOID03.
 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     -   215,130.      781,190.      MT  (+/- 180 meters Scaled)
 DE7694
 DE7694                          SUPERSEDED SURVEY CONTROL
 DE7694
 DE7694.No superseded survey control is available for this station.
 DE7694
 DE7694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP402626(NAD 83)
 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 NOT SUITABLE FOR
 DE7694+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2005
 DE7694
 DE7694  HISTORY     - Date     Condition        Report By
 DE7694  HISTORY     - 2001     MONUMENTED       WIDT
 DE7694  HISTORY     - 20031207 GOOD             USPSQD
 DE7694  HISTORY     - 20051109 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7511 ***********************************************************************
 DE7511  DESIGNATION -  3L45
 DE7511  PID         -  DE7511
 DE7511  STATE/COUNTY-  WI/SHEBOYGAN
 DE7511  USGS QUAD   -  PLYMOUTH SOUTH (1974)
 DE7511
 DE7511                         *CURRENT SURVEY CONTROL
 DE7511  ___________________________________________________________________
 DE7511* NAD 83(1986)-  43 44 48.     (N)    087 55 43.     (W)     SCALED    
 DE7511* NAVD 88     -       237.705  (meters)     779.87   (feet)  ADJUSTED  
 DE7511  ___________________________________________________________________
 DE7511  GEOID HEIGHT-         -35.60  (meters)                     GEOID03
 DE7511  DYNAMIC HT  -         237.656 (meters)     779.71  (feet)  COMP
 DE7511  MODELED GRAV-     980,409.5   (mgal)                       NAVD 88
 DE7511
 DE7511  VERT ORDER  -  SECOND    CLASS I
 DE7511
 DE7511.The horizontal coordinates were scaled from a topographic map and have
 DE7511.an estimated accuracy of +/- 6 seconds.
 DE7511
 DE7511.The orthometric height was determined by differential leveling
 DE7511.and adjusted by the National Geodetic Survey in May 2003..
 DE7511
 DE7511.The geoid height was determined by GEOID03.
 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     -   196,110.      766,820.      MT  (+/- 180 meters Scaled)
 DE7511
 DE7511                          SUPERSEDED SURVEY CONTROL
 DE7511
 DE7511.No superseded survey control is available for this station.
 DE7511
 DE7511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP252441(NAD 83)
 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 - December 04, 2003
 DE7511
 DE7511  HISTORY     - Date     Condition        Report By
 DE7511  HISTORY     - 2000     MONUMENTED       WIDT
 DE7511  HISTORY     - 20031204 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7510 ***********************************************************************
 DE7510  DESIGNATION -  3L46
 DE7510  PID         -  DE7510
 DE7510  STATE/COUNTY-  WI/SHEBOYGAN
 DE7510  USGS QUAD   -  PLYMOUTH SOUTH (1974)
 DE7510
 DE7510                         *CURRENT SURVEY CONTROL
 DE7510  ___________________________________________________________________
 DE7510* NAD 83(1986)-  43 44 52.     (N)    087 53 58.     (W)     SCALED    
 DE7510* NAVD 88     -       234.726  (meters)     770.10   (feet)  ADJUSTED  
 DE7510  ___________________________________________________________________
 DE7510  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 DE7510  DYNAMIC HT  -         234.678 (meters)     769.94  (feet)  COMP
 DE7510  MODELED GRAV-     980,412.3   (mgal)                       NAVD 88
 DE7510
 DE7510  VERT ORDER  -  SECOND    CLASS I
 DE7510
 DE7510.The horizontal coordinates were scaled from a topographic map and have
 DE7510.an estimated accuracy of +/- 6 seconds.
 DE7510
 DE7510.The orthometric height was determined by differential leveling
 DE7510.and adjusted by the National Geodetic Survey in May 2003..
 DE7510
 DE7510.The geoid height was determined by GEOID03.
 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     -   196,290.      769,160.      MT  (+/- 180 meters Scaled)
 DE7510
 DE7510                          SUPERSEDED SURVEY CONTROL
 DE7510
 DE7510.No superseded survey control is available for this station.
 DE7510
 DE7510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP275442(NAD 83)
 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 SUITABLE FOR
 DE7510+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2003
 DE7510
 DE7510  HISTORY     - Date     Condition        Report By
 DE7510  HISTORY     - 20000919 MONUMENTED       WIDT
 DE7510  HISTORY     - 20031206 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7509 ***********************************************************************
 DE7509  DESIGNATION -  3L47
 DE7509  PID         -  DE7509
 DE7509  STATE/COUNTY-  WI/SHEBOYGAN
 DE7509  USGS QUAD   -  PLYMOUTH SOUTH (1974)
 DE7509
 DE7509                         *CURRENT SURVEY CONTROL
 DE7509  ___________________________________________________________________
 DE7509* NAD 83(1986)-  43 44 38.     (N)    087 52 31.     (W)     SCALED    
 DE7509* NAVD 88     -       230.439  (meters)     756.03   (feet)  ADJUSTED  
 DE7509  ___________________________________________________________________
 DE7509  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 DE7509  DYNAMIC HT  -         230.393 (meters)     755.88  (feet)  COMP
 DE7509  MODELED GRAV-     980,414.4   (mgal)                       NAVD 88
 DE7509
 DE7509  VERT ORDER  -  SECOND    CLASS I
 DE7509
 DE7509.The horizontal coordinates were scaled from a topographic map and have
 DE7509.an estimated accuracy of +/- 6 seconds.
 DE7509
 DE7509.The orthometric height was determined by differential leveling
 DE7509.and adjusted by the National Geodetic Survey in May 2003..
 DE7509
 DE7509.The geoid height was determined by GEOID03.
 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     -   195,910.      771,120.      MT  (+/- 180 meters Scaled)
 DE7509
 DE7509                          SUPERSEDED SURVEY CONTROL
 DE7509
 DE7509.No superseded survey control is available for this station.
 DE7509
 DE7509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP295438(NAD 83)
 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 - December 06, 2003
 DE7509
 DE7509  HISTORY     - Date     Condition        Report By
 DE7509  HISTORY     - 20000919 MONUMENTED       WIDT
 DE7509  HISTORY     - 20031206 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7508 ***********************************************************************
 DE7508  DESIGNATION -  3L48
 DE7508  PID         -  DE7508
 DE7508  STATE/COUNTY-  WI/SHEBOYGAN
 DE7508  USGS QUAD   -  SHEBOYGAN FALLS (1994)
 DE7508
 DE7508                         *CURRENT SURVEY CONTROL
 DE7508  ___________________________________________________________________
 DE7508* NAD 83(1986)-  43 44 24.     (N)    087 51 00.     (W)     SCALED    
 DE7508* NAVD 88     -       219.631  (meters)     720.57   (feet)  ADJUSTED  
 DE7508  ___________________________________________________________________
 DE7508  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 DE7508  DYNAMIC HT  -         219.588 (meters)     720.43  (feet)  COMP
 DE7508  MODELED GRAV-     980,416.7   (mgal)                       NAVD 88
 DE7508
 DE7508  VERT ORDER  -  SECOND    CLASS I
 DE7508
 DE7508.The horizontal coordinates were scaled from a topographic map and have
 DE7508.an estimated accuracy of +/- 6 seconds.
 DE7508
 DE7508.The orthometric height was determined by differential leveling
 DE7508.and adjusted by the National Geodetic Survey in May 2003..
 DE7508
 DE7508.The geoid height was determined by GEOID03.
 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     -   195,530.      773,170.      MT  (+/- 180 meters Scaled)
 DE7508
 DE7508                          SUPERSEDED SURVEY CONTROL
 DE7508
 DE7508.No superseded survey control is available for this station.
 DE7508
 DE7508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP315433(NAD 83)
 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 - December 06, 2003
 DE7508
 DE7508  HISTORY     - Date     Condition        Report By
 DE7508  HISTORY     - 20000919 MONUMENTED       WIDT
 DE7508  HISTORY     - 20031206 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7740 ***********************************************************************
 DE7740  DESIGNATION -  3L49
 DE7740  PID         -  DE7740
 DE7740  STATE/COUNTY-  WI/SHEBOYGAN
 DE7740  USGS QUAD   -  SHEBOYGAN FALLS (1994)
 DE7740
 DE7740                         *CURRENT SURVEY CONTROL
 DE7740  ___________________________________________________________________
 DE7740* NAD 83(1986)-  43 43 22.     (N)    087 49 39.     (W)     SCALED    
 DE7740* NAVD 88     -       207.901  (meters)     682.09   (feet)  ADJUSTED  
 DE7740  ___________________________________________________________________
 DE7740  GEOID HEIGHT-         -35.64  (meters)                     GEOID03
 DE7740  DYNAMIC HT  -         207.860 (meters)     681.95  (feet)  COMP
 DE7740  MODELED GRAV-     980,418.0   (mgal)                       NAVD 88
 DE7740
 DE7740  VERT ORDER  -  SECOND    CLASS I
 DE7740
 DE7740.The horizontal coordinates were scaled from a topographic map and have
 DE7740.an estimated accuracy of +/- 6 seconds.
 DE7740
 DE7740.The orthometric height was determined by differential leveling
 DE7740.and adjusted by the National Geodetic Survey in May 2003..
 DE7740
 DE7740.The geoid height was determined by GEOID03.
 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     -   193,670.      775,030.      MT  (+/- 180 meters Scaled)
 DE7740
 DE7740                          SUPERSEDED SURVEY CONTROL
 DE7740
 DE7740.No superseded survey control is available for this station.
 DE7740
 DE7740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP333414(NAD 83)
 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 - December 06, 2003
 DE7740
 DE7740  HISTORY     - Date     Condition        Report By
 DE7740  HISTORY     - 2001     MONUMENTED       WIDT
 DE7740  HISTORY     - 20031206 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7725 ***********************************************************************
 DE7725  DESIGNATION -  3L50
 DE7725  PID         -  DE7725
 DE7725  STATE/COUNTY-  WI/SHEBOYGAN
 DE7725  USGS QUAD   -  HOWARDS GROVE (1994)
 DE7725
 DE7725                         *CURRENT SURVEY CONTROL
 DE7725  ___________________________________________________________________
 DE7725* NAD 83(1997)-  43 45 40.57004(N)    087 51 01.15759(W)     ADJUSTED  
 DE7725* NAVD 88     -       225.392  (meters)     739.47   (feet)  ADJUSTED  
 DE7725  ___________________________________________________________________
 DE7725  X           -     173,071.888 (meters)                     COMP
 DE7725  Y           -  -4,610,752.531 (meters)                     COMP
 DE7725  Z           -   4,389,103.811 (meters)                     COMP
 DE7725  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 DE7725  ELLIP HEIGHT-         189.77  (meters)          (05/19/04) GPS OBS
 DE7725  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 DE7725  DYNAMIC HT  -         225.347 (meters)     739.33  (feet)  COMP
 DE7725  MODELED GRAV-     980,417.6   (mgal)                       NAVD 88
 DE7725
 DE7725  HORZ ORDER  -  FIRST
 DE7725  VERT ORDER  -  SECOND    CLASS I
 DE7725  ELLP ORDER  -  FOURTH    CLASS I
 DE7725
 DE7725.The horizontal coordinates were established by GPS observations
 DE7725.and adjusted by the AERO-METRIC ENG INC in May 2004..
 DE7725
 DE7725.The orthometric height was determined by differential leveling
 DE7725.and adjusted by the National Geodetic Survey in May 2003..
 DE7725
 DE7725.Photographs are available 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 DEFLEC99 derived deflections.
 DE7725
 DE7725.The ellipsoidal height was determined by GPS observations
 DE7725.and is referenced to NAD 83.
 DE7725
 DE7725.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE7725;SPC WI S     -   197,893.670   773,079.921   MT  0.99995226   +1 28 37.4
 DE7725;SPC WI S     -   649,256.15  2,536,346.37   sFT  0.99995226   +1 28 37.4
 DE7725;UTM  16      - 4,845,709.430   431,553.353   MT  0.99965762   -0 35 17.3
 DE7725
 DE7725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7725!SPC WI S     -   0.99997024  x   0.99995226  =   0.99992250
 DE7725!UTM  16      -   0.99997024  x   0.99965762  =   0.99962787
 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|---------------------------------------------------------------------|
 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  NAVD 88 (05/19/04)  225.39   (m)          739.5    (f) LEVELING    3  
 DE7725
 DE7725.Superseded values are not recommended for survey control.
 DE7725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7725.See file dsdata.txt to determine how the superseded data were derived.
 DE7725
 DE7725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3155345709(NAD 83)
 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 - February 20, 2004
 DE7725
 DE7725  HISTORY     - Date     Condition        Report By
 DE7725  HISTORY     - 2001     MONUMENTED       WIDT
 DE7725  HISTORY     - 20031206 GOOD             USPSQD
 DE7725  HISTORY     - 20040220 GOOD             AME
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7638 ***********************************************************************
 DE7638  DESIGNATION -  3L51
 DE7638  PID         -  DE7638
 DE7638  STATE/COUNTY-  WI/SHEBOYGAN
 DE7638  USGS QUAD   -  HOWARDS GROVE (1994)
 DE7638
 DE7638                         *CURRENT SURVEY CONTROL
 DE7638  ___________________________________________________________________
 DE7638* NAD 83(1997)-  43 47 35.39437(N)    087 51 38.41437(W)     ADJUSTED  
 DE7638* NAVD 88     -       232.196  (meters)     761.80   (feet)  ADJUSTED  
 DE7638  ___________________________________________________________________
 DE7638  X           -     172,147.717 (meters)                     COMP
 DE7638  Y           -  -4,608,338.389 (meters)                     COMP
 DE7638  Z           -   4,391,667.356 (meters)                     COMP
 DE7638  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 DE7638  ELLIP HEIGHT-         196.53  (meters)          (05/19/04) GPS OBS
 DE7638  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 DE7638  DYNAMIC HT  -         232.150 (meters)     761.65  (feet)  COMP
 DE7638  MODELED GRAV-     980,418.1   (mgal)                       NAVD 88
 DE7638
 DE7638  HORZ ORDER  -  FIRST
 DE7638  VERT ORDER  -  SECOND    CLASS I
 DE7638  ELLP ORDER  -  FOURTH    CLASS I
 DE7638
 DE7638.The horizontal coordinates were established by GPS observations
 DE7638.and adjusted by the AERO-METRIC ENG INC in May 2004..
 DE7638
 DE7638.The orthometric height was determined by differential leveling
 DE7638.and adjusted by the National Geodetic Survey in May 2003..
 DE7638
 DE7638.Photographs are available for this station.
 DE7638
 DE7638.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7638
 DE7638.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7638
 DE7638.The ellipsoidal height was determined by GPS observations
 DE7638.and is referenced to NAD 83.
 DE7638
 DE7638.The geoid height was determined by GEOID03.
 DE7638
 DE7638.The dynamic height is computed by dividing the NAVD 88
 DE7638.geopotential number by the normal gravity value computed on the
 DE7638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7638.degrees latitude (g = 980.6199 gals.).
 DE7638
 DE7638.The modeled gravity was interpolated from observed gravity values.
 DE7638
 DE7638;                    North         East     Units Scale Factor Converg.
 DE7638;SPC WI S     -   201,414.770   772,155.948   MT  0.99995591   +1 28 11.8
 DE7638;SPC WI S     -   660,808.29  2,533,314.97   sFT  0.99995591   +1 28 11.8
 DE7638;UTM  16      - 4,849,260.492   430,757.118   MT  0.99965897   -0 35 44.4
 DE7638
 DE7638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7638!SPC WI S     -   0.99996918  x   0.99995591  =   0.99992509
 DE7638!UTM  16      -   0.99996918  x   0.99965897  =   0.99962816
 DE7638
 DE7638                          SUPERSEDED SURVEY CONTROL
 DE7638
 DE7638  NAVD 88 (05/19/04)  232.20   (m)          761.8    (f) LEVELING    3  
 DE7638
 DE7638.Superseded values are not recommended for survey control.
 DE7638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7638.See file dsdata.txt to determine how the superseded data were derived.
 DE7638
 DE7638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3075749260(NAD 83)
 DE7638_MARKER: DB = BENCH MARK DISK
 DE7638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7638_STAMPING: 3L51 2001
 DE7638_MARK LOGO: WIDT  
 DE7638_PROJECTION: FLUSH
 DE7638_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE7638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7638+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2004
 DE7638
 DE7638  HISTORY     - Date     Condition        Report By
 DE7638  HISTORY     - 2001     MONUMENTED       WIDT
 DE7638  HISTORY     - 20031206 GOOD             USPSQD
 DE7638  HISTORY     - 20040220 GOOD             AME
 DE7638
 DE7638                          STATION DESCRIPTION
 DE7638
 DE7638'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7638'THE STATION IS LOCATED ABOUT 34 KM SOUTH-SOUTHWEST OF MANITOWOC AND
 DE7638'10 KM NORTHWEST OF SHEBOYGAN. OWNERSHIP--TOWN OF SHEBOYGAN FALLS. TO
 DE7638'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 WITH STATE
 DE7638'HIGHWAY 42 IN THE VILLAGE OF HOWARDS GROVE, GO SOUTH ON STATE HIGHWAY
 DE7638'32 FOR 5.7 KM TO COUNTY HIGHWAY J, TURN RIGHT AND GO WEST ON COUNTY
 DE7638'HIGHWAY J FOR 3.2 KM TO HIGHLAND ROAD, TURN RIGHT AND GO NORTH ON
 DE7638'HIGHLAND RD FOR 0.2 KM TO THE STATION ON THE RIGHT. THE STATION IS A
 DE7638'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATTION GEODETIC SURVEY
 DE7638'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DE7638'AND ABOUT LEVEL WITH THE ROAD PAVEMENT. THE STATION IS 6.3 M EAST OF
 DE7638'THE CENTERLINE OF HIGHLAND ROAD, 104 M SOUTH-SOUTHEAST OF A WOOD POST
 DE7638'FOR A --STOP AHEAD-- SIGN, 22.7 M NORTHEAST OF POWER POLE --F4 C11--,
 DE7638'0.5 M WEST OF A CULTIVATED FIELD, AND 0.3 M WEST OF A WHITE PLASTIC
 DE7638'WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DE7638'EXTENDING  HIGHER THAN 15 DEGREES ABOVE THE HORIZION.
 DE7638
 DE7638                          STATION RECOVERY (2003)
 DE7638
 DE7638'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7638'RECOVERED IN GOOD CONDITION.  NOTE-- THERE IS NO WITNESS POST PRESENT.
 DE7638' 
 DE7638
 DE7638                          STATION RECOVERY (2004)
 DE7638
 DE7638'RECOVERY NOTE BY AERO-METRIC ENGINEERING INCORPORATED 2004 (RWM)
 DE7638'RECOVERY NOTE BY AERO-METRIC, INC. 2004 (RWM) RECOVERED IN GOOD
 DE7638'CONDITION.    NOTE--  THERE IS NO WITNESS POST PRESENT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7637 ***********************************************************************
 DE7637  DESIGNATION -  3L52
 DE7637  PID         -  DE7637
 DE7637  STATE/COUNTY-  WI/SHEBOYGAN
 DE7637  USGS QUAD   -  HOWARDS GROVE (1994)
 DE7637
 DE7637                         *CURRENT SURVEY CONTROL
 DE7637  ___________________________________________________________________
 DE7637* NAD 83(1986)-  43 48 18.     (N)    087 51 01.     (W)     SCALED    
 DE7637* NAVD 88     -       231.409  (meters)     759.21   (feet)  ADJUSTED  
 DE7637  ___________________________________________________________________
 DE7637  GEOID HEIGHT-         -35.75  (meters)                     GEOID03
 DE7637  DYNAMIC HT  -         231.364 (meters)     759.07  (feet)  COMP
 DE7637  MODELED GRAV-     980,419.7   (mgal)                       NAVD 88
 DE7637
 DE7637  VERT ORDER  -  SECOND    CLASS I
 DE7637
 DE7637.The horizontal coordinates were scaled from a topographic map and have
 DE7637.an estimated accuracy of +/- 6 seconds.
 DE7637
 DE7637.The orthometric height was determined by differential leveling
 DE7637.and adjusted by the National Geodetic Survey in May 2003..
 DE7637
 DE7637.The geoid height was determined by GEOID03.
 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     -   202,750.      772,960.      MT  (+/- 180 meters Scaled)
 DE7637
 DE7637                          SUPERSEDED SURVEY CONTROL
 DE7637
 DE7637.No superseded survey control is available for this station.
 DE7637
 DE7637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP316505(NAD 83)
 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 - December 06, 2003
 DE7637
 DE7637  HISTORY     - Date     Condition        Report By
 DE7637  HISTORY     - 2000     MONUMENTED       WIDT
 DE7637  HISTORY     - 20031206 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7635 ***********************************************************************
 DE7635  DESIGNATION -  3L53
 DE7635  PID         -  DE7635
 DE7635  STATE/COUNTY-  WI/SHEBOYGAN
 DE7635  USGS QUAD   -  HOWARDS GROVE (1994)
 DE7635
 DE7635                         *CURRENT SURVEY CONTROL
 DE7635  ___________________________________________________________________
 DE7635* NAD 83(1986)-  43 48 18.     (N)    087 47 38.     (W)     SCALED    
 DE7635* NAVD 88     -       214.890  (meters)     705.02   (feet)  ADJUSTED  
 DE7635  ___________________________________________________________________
 DE7635  GEOID HEIGHT-         -35.79  (meters)                     GEOID03
 DE7635  DYNAMIC HT  -         214.849 (meters)     704.88  (feet)  COMP
 DE7635  MODELED GRAV-     980,425.5   (mgal)                       NAVD 88
 DE7635
 DE7635  VERT ORDER  -  SECOND    CLASS I
 DE7635
 DE7635.The horizontal coordinates were scaled from a topographic map and have
 DE7635.an estimated accuracy of +/- 6 seconds.
 DE7635
 DE7635.The orthometric height was determined by differential leveling
 DE7635.and adjusted by the National Geodetic Survey in May 2003..
 DE7635
 DE7635.The geoid height was determined by GEOID03.
 DE7635
 DE7635.The dynamic height is computed by dividing the NAVD 88
 DE7635.geopotential number by the normal gravity value computed on the
 DE7635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7635.degrees latitude (g = 980.6199 gals.).
 DE7635
 DE7635.The modeled gravity was interpolated from observed gravity values.
 DE7635
 DE7635;                    North         East    Units  Estimated Accuracy
 DE7635;SPC WI S     -   202,870.      777,490.      MT  (+/- 180 meters Scaled)
 DE7635
 DE7635                          SUPERSEDED SURVEY CONTROL
 DE7635
 DE7635.No superseded survey control is available for this station.
 DE7635
 DE7635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP361505(NAD 83)
 DE7635_MARKER: DD = SURVEY DISK
 DE7635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7635_STAMPING: 3L53 2001
 DE7635_MARK LOGO: WIDT  
 DE7635_PROJECTION: FLUSH
 DE7635_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7635+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2006
 DE7635
 DE7635  HISTORY     - Date     Condition        Report By
 DE7635  HISTORY     - 2000     MONUMENTED       WIDT
 DE7635  HISTORY     - 20031206 GOOD             USPSQD
 DE7635  HISTORY     - 20060104 GOOD             USPSQD
 DE7635
 DE7635                          STATION DESCRIPTION
 DE7635
 DE7635'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7635'THE STATION IS LOCATED ABOUT 39 KM SOUTH-SOUTHWEST OF MANITOWOC AND 6
 DE7635'KM NORTHWEST OF SHBOYGAN. OWNERSHIP--TOWN OF SHEBOYGAN. TO REACH THE
 DE7635'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 43 WITH STATE HIGHWAY
 DE7635'42 ABOUT 2 KM NORTHWEST OF THE CITY OF SHEBOYGAN GO NORTH ON STATE
 DE7635'HIGHWAY 42 FOR 1.8 KM TO PLAYBIRD RD, TURN LEFT AND GO WEST ON
 DE7635'PLAYBIRD ROAD FOR 1.1 KM TO THE STATION ON THE LEFT. THE STATION IS A
 DE7635'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DE7635'STATION DISK, SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST AND
 DE7635'ABOUT LEVEL WITH THE ROAD PAVEMENT. THE STATION IS 6.3 M SOUTH OF THE
 DE7635'CENTERLINE OF PLAYBIRD RD, 97.0 M WEST OF PRIVATE ENTRANCE --W1939--,
 DE7635'67.2 M WEST OF EXTENDED CENTERLINE OF OF WESTERNMOST END OF SUNSET
 DE7635'CIRCLE DRIVE, 12.9 M SOUTH OF POWER POLE --16-23-31--, 1 M NORTH OF
 DE7635'CULTIVATED FIELD, 0.6 M WEST OF A WHITE PLASTIC WITNESS POST AND 0.5
 DE7635'M EAST OF A WHITE PLASTIC WITNESS POST. ---NOTE--- THIS STATION HAS
 DE7635'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DE7635'HORIZION.
 DE7635
 DE7635                          STATION RECOVERY (2003)
 DE7635
 DE7635'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7635'RECOVERED IN GOOD CONDITION.
 DE7635
 DE7635                          STATION RECOVERY (2006)
 DE7635
 DE7635'RECOVERY NOTE BY US POWER SQUADRON 2006 (FEB)
 DE7635'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7634 ***********************************************************************
 DE7634  DESIGNATION -  3L54
 DE7634  PID         -  DE7634
 DE7634  STATE/COUNTY-  WI/SHEBOYGAN
 DE7634  USGS QUAD   -  HOWARDS GROVE (1994)
 DE7634
 DE7634                         *CURRENT SURVEY CONTROL
 DE7634  ___________________________________________________________________
 DE7634* NAD 83(1986)-  43 48 20.     (N)    087 45 48.     (W)     SCALED    
 DE7634* NAVD 88     -       204.849  (meters)     672.08   (feet)  ADJUSTED  
 DE7634  ___________________________________________________________________
 DE7634  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 DE7634  DYNAMIC HT  -         204.810 (meters)     671.95  (feet)  COMP
 DE7634  MODELED GRAV-     980,428.7   (mgal)                       NAVD 88
 DE7634
 DE7634  VERT ORDER  -  SECOND    CLASS I
 DE7634
 DE7634.The horizontal coordinates were scaled from a topographic map and have
 DE7634.an estimated accuracy of +/- 6 seconds.
 DE7634
 DE7634.The orthometric height was determined by differential leveling
 DE7634.and adjusted by the National Geodetic Survey in May 2003..
 DE7634
 DE7634.The geoid height was determined by GEOID03.
 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     -   203,000.      779,950.      MT  (+/- 180 meters Scaled)
 DE7634
 DE7634                          SUPERSEDED SURVEY CONTROL
 DE7634
 DE7634.No superseded survey control is available for this station.
 DE7634
 DE7634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP386505(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7634+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2006
 DE7634
 DE7634  HISTORY     - Date     Condition        Report By
 DE7634  HISTORY     - 2000     MONUMENTED       WIDT
 DE7634  HISTORY     - 20031207 GOOD             USPSQD
 DE7634  HISTORY     - 20060104 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7699 ***********************************************************************
 DE7699  DESIGNATION -  3W26
 DE7699  PID         -  DE7699
 DE7699  STATE/COUNTY-  WI/GREEN LAKE
 DE7699  USGS QUAD   -  GREEN LAKE (1980)
 DE7699
 DE7699                         *CURRENT SURVEY CONTROL
 DE7699  ___________________________________________________________________
 DE7699* NAD 83(1986)-  43 52 19.     (N)    088 55 34.     (W)     SCALED    
 DE7699* NAVD 88     -       261.770  (meters)     858.82   (feet)  ADJUSTED  
 DE7699  ___________________________________________________________________
 DE7699  GEOID HEIGHT-         -36.06  (meters)                     GEOID03
 DE7699  DYNAMIC HT  -         261.711 (meters)     858.63  (feet)  COMP
 DE7699  MODELED GRAV-     980,389.8   (mgal)                       NAVD 88
 DE7699
 DE7699  VERT ORDER  -  SECOND    CLASS I
 DE7699
 DE7699.The horizontal coordinates were scaled from a topographic map and have
 DE7699.an estimated accuracy of +/- 6 seconds.
 DE7699
 DE7699.The orthometric height was determined by differential leveling
 DE7699.and adjusted by the National Geodetic Survey in May 2003..
 DE7699
 DE7699.The geoid height was determined by GEOID03.
 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     -   208,520.      686,310.      MT  (+/- 180 meters Scaled)
 DE7699
 DE7699                          SUPERSEDED SURVEY CONTROL
 DE7699
 DE7699.No superseded survey control is available for this station.
 DE7699
 DE7699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP452594(NAD 83)
 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 = OCTOBER  7, 2006
 DE7389 ***********************************************************************
 DE7389  DESIGNATION -  3W27
 DE7389  PID         -  DE7389
 DE7389  STATE/COUNTY-  WI/GREEN LAKE
 DE7389  USGS QUAD   -  BERLIN (1980)
 DE7389
 DE7389                         *CURRENT SURVEY CONTROL
 DE7389  ___________________________________________________________________
 DE7389* NAD 83(1986)-  43 53 44.     (N)    088 56 45.     (W)     SCALED    
 DE7389* NAVD 88     -       277.586  (meters)     910.71   (feet)  ADJUSTED  
 DE7389  ___________________________________________________________________
 DE7389  GEOID HEIGHT-         -36.12  (meters)                     GEOID03
 DE7389  DYNAMIC HT  -         277.523 (meters)     910.51  (feet)  COMP
 DE7389  MODELED GRAV-     980,387.3   (mgal)                       NAVD 88
 DE7389
 DE7389  VERT ORDER  -  SECOND    CLASS I
 DE7389
 DE7389.The horizontal coordinates were scaled from a topographic map and have
 DE7389.an estimated accuracy of +/- 6 seconds.
 DE7389
 DE7389.The orthometric height was determined by differential leveling
 DE7389.and adjusted by the National Geodetic Survey in May 2003..
 DE7389
 DE7389.The geoid height was determined by GEOID03.
 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     -   211,120.      684,690.      MT  (+/- 180 meters Scaled)
 DE7389
 DE7389                          SUPERSEDED SURVEY CONTROL
 DE7389
 DE7389.No superseded survey control is available for this station.
 DE7389
 DE7389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP437621(NAD 83)
 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 NOT SUITABLE FOR
 DE7389+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7390 ***********************************************************************
 DE7390  DESIGNATION -  3W28
 DE7390  PID         -  DE7390
 DE7390  STATE/COUNTY-  WI/GREEN LAKE
 DE7390  USGS QUAD   -  BERLIN (1980)
 DE7390
 DE7390                         *CURRENT SURVEY CONTROL
 DE7390  ___________________________________________________________________
 DE7390* NAD 83(1986)-  43 54 49.     (N)    088 56 46.     (W)     SCALED    
 DE7390* NAVD 88     -       264.878  (meters)     869.02   (feet)  ADJUSTED  
 DE7390  ___________________________________________________________________
 DE7390  GEOID HEIGHT-         -36.16  (meters)                     GEOID03
 DE7390  DYNAMIC HT  -         264.819 (meters)     868.83  (feet)  COMP
 DE7390  MODELED GRAV-     980,389.0   (mgal)                       NAVD 88
 DE7390
 DE7390  VERT ORDER  -  SECOND    CLASS I
 DE7390
 DE7390.The horizontal coordinates were scaled from a topographic map and have
 DE7390.an estimated accuracy of +/- 6 seconds.
 DE7390
 DE7390.The orthometric height was determined by differential leveling
 DE7390.and adjusted by the National Geodetic Survey in May 2003..
 DE7390
 DE7390.The geoid height was determined by GEOID03.
 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.      684,650.      MT  (+/- 180 meters Scaled)
 DE7390
 DE7390                          SUPERSEDED SURVEY CONTROL
 DE7390
 DE7390.No superseded survey control is available for this station.
 DE7390
 DE7390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP437641(NAD 83)
 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 11, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7392 ***********************************************************************
 DE7392  DESIGNATION -  3W29
 DE7392  PID         -  DE7392
 DE7392  STATE/COUNTY-  WI/GREEN LAKE
 DE7392  USGS QUAD   -  BERLIN (1980)
 DE7392
 DE7392                         *CURRENT SURVEY CONTROL
 DE7392  ___________________________________________________________________
 DE7392* NAD 83(1986)-  43 57 35.     (N)    088 56 34.     (W)     SCALED    
 DE7392* NAVD 88     -       231.864  (meters)     760.71   (feet)  ADJUSTED  
 DE7392  ___________________________________________________________________
 DE7392  GEOID HEIGHT-         -36.24  (meters)                     GEOID03
 DE7392  DYNAMIC HT  -         231.813 (meters)     760.54  (feet)  COMP
 DE7392  MODELED GRAV-     980,394.7   (mgal)                       NAVD 88
 DE7392
 DE7392  VERT ORDER  -  SECOND    CLASS I
 DE7392
 DE7392.The horizontal coordinates were scaled from a topographic map and have
 DE7392.an estimated accuracy of +/- 6 seconds.
 DE7392
 DE7392.The orthometric height was determined by differential leveling
 DE7392.and adjusted by the National Geodetic Survey in May 2003..
 DE7392
 DE7392.The geoid height was determined by GEOID03.
 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     -   218,250.      684,850.      MT  (+/- 180 meters Scaled)
 DE7392
 DE7392                          SUPERSEDED SURVEY CONTROL
 DE7392
 DE7392.No superseded survey control is available for this station.
 DE7392
 DE7392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP441692(NAD 83)
 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 = OCTOBER  7, 2006
 DE7393 ***********************************************************************
 DE7393  DESIGNATION -  3W30
 DE7393  PID         -  DE7393
 DE7393  STATE/COUNTY-  WI/GREEN LAKE
 DE7393  USGS QUAD   -  BERLIN (1980)
 DE7393
 DE7393                         *CURRENT SURVEY CONTROL
 DE7393  ___________________________________________________________________
 DE7393* NAD 83(1986)-  43 58 36.     (N)    088 56 59.     (W)     SCALED    
 DE7393* NAVD 88     -       235.747  (meters)     773.45   (feet)  ADJUSTED  
 DE7393  ___________________________________________________________________
 DE7393  GEOID HEIGHT-         -36.26  (meters)                     GEOID03
 DE7393  DYNAMIC HT  -         235.696 (meters)     773.28  (feet)  COMP
 DE7393  MODELED GRAV-     980,397.3   (mgal)                       NAVD 88
 DE7393
 DE7393  VERT ORDER  -  SECOND    CLASS I
 DE7393
 DE7393.The horizontal coordinates were scaled from a topographic map and have
 DE7393.an estimated accuracy of +/- 6 seconds.
 DE7393
 DE7393.The orthometric height was determined by differential leveling
 DE7393.and adjusted by the National Geodetic Survey in May 2003..
 DE7393
 DE7393.The geoid height was determined by GEOID03.
 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     -   220,130.      684,270.      MT  (+/- 180 meters Scaled)
 DE7393
 DE7393                          SUPERSEDED SURVEY CONTROL
 DE7393
 DE7393.No superseded survey control is available for this station.
 DE7393
 DE7393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP436711(NAD 83)
 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 = OCTOBER  7, 2006
 AI6058 ***********************************************************************
 AI6058  DESIGNATION -  3W31
 AI6058  PID         -  AI6058
 AI6058  STATE/COUNTY-  WI/DODGE
 AI6058  USGS QUAD   -  HORICON (1980)
 AI6058
 AI6058                         *CURRENT SURVEY CONTROL
 AI6058  ___________________________________________________________________
 AI6058* NAD 83(1986)-  43 29 45.     (N)    088 42 13.     (W)     SCALED    
 AI6058* NAVD 88     -       271.121  (meters)     889.50   (feet)  ADJUSTED  
 AI6058  ___________________________________________________________________
 AI6058  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 AI6058  DYNAMIC HT  -         271.058 (meters)     889.30  (feet)  COMP
 AI6058  MODELED GRAV-     980,380.8   (mgal)                       NAVD 88
 AI6058
 AI6058  VERT ORDER  -  SECOND    CLASS I
 AI6058
 AI6058.The horizontal coordinates were scaled from a topographic map and have
 AI6058.an estimated accuracy of +/- 6 seconds.
 AI6058
 AI6058.The orthometric height was determined by differential leveling
 AI6058.and adjusted by the National Geodetic Survey in October 2000..
 AI6058
 AI6058.The geoid height was determined by GEOID03.
 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     -   166,990.      704,840.      MT  (+/- 180 meters Scaled)
 AI6058
 AI6058                          SUPERSEDED SURVEY CONTROL
 AI6058
 AI6058.No superseded survey control is available for this station.
 AI6058
 AI6058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP622172(NAD 83)
 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 = OCTOBER  7, 2006
 AI6184 ***********************************************************************
 AI6184  DESIGNATION -  3W32
 AI6184  PID         -  AI6184
 AI6184  STATE/COUNTY-  WI/DODGE
 AI6184  USGS QUAD   -  WAUPUN SOUTH (1980)
 AI6184
 AI6184                         *CURRENT SURVEY CONTROL
 AI6184  ___________________________________________________________________
 AI6184* NAD 83(1986)-  43 31 37.     (N)    088 42 26.     (W)     SCALED    
 AI6184* NAVD 88     -       271.714  (meters)     891.45   (feet)  ADJUSTED  
 AI6184  ___________________________________________________________________
 AI6184  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 AI6184  DYNAMIC HT  -         271.652 (meters)     891.24  (feet)  COMP
 AI6184  MODELED GRAV-     980,382.2   (mgal)                       NAVD 88
 AI6184
 AI6184  VERT ORDER  -  SECOND    CLASS I
 AI6184
 AI6184.The horizontal coordinates were scaled from a topographic map and have
 AI6184.an estimated accuracy of +/- 6 seconds.
 AI6184
 AI6184.The orthometric height was determined by differential leveling
 AI6184.and adjusted by the National Geodetic Survey in October 2000..
 AI6184
 AI6184.The geoid height was determined by GEOID03.
 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     -   170,440.      704,500.      MT  (+/- 180 meters Scaled)
 AI6184
 AI6184                          SUPERSEDED SURVEY CONTROL
 AI6184
 AI6184.No superseded survey control is available for this station.
 AI6184
 AI6184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP620207(NAD 83)
 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 = OCTOBER  7, 2006
 AI6059 ***********************************************************************
 AI6059  DESIGNATION -  3W33
 AI6059  PID         -  AI6059
 AI6059  STATE/COUNTY-  WI/DODGE
 AI6059  USGS QUAD   -  WAUPUN SOUTH (1980)
 AI6059
 AI6059                         *CURRENT SURVEY CONTROL
 AI6059  ___________________________________________________________________
 AI6059* NAD 83(1986)-  43 33 03.     (N)    088 42 34.     (W)     SCALED    
 AI6059* NAVD 88     -       271.410  (meters)     890.45   (feet)  ADJUSTED  
 AI6059  ___________________________________________________________________
 AI6059  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 AI6059  DYNAMIC HT  -         271.347 (meters)     890.24  (feet)  COMP
 AI6059  MODELED GRAV-     980,382.9   (mgal)                       NAVD 88
 AI6059
 AI6059  VERT ORDER  -  SECOND    CLASS I
 AI6059
 AI6059.The horizontal coordinates were scaled from a topographic map and have
 AI6059.an estimated accuracy of +/- 6 seconds.
 AI6059
 AI6059.The orthometric height was determined by differential leveling
 AI6059.and adjusted by the National Geodetic Survey in October 2000..
 AI6059
 AI6059.The geoid height was determined by GEOID03.
 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.      704,280.      MT  (+/- 180 meters Scaled)
 AI6059
 AI6059                          SUPERSEDED SURVEY CONTROL
 AI6059
 AI6059.No superseded survey control is available for this station.
 AI6059
 AI6059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP619234(NAD 83)
 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 = OCTOBER  7, 2006
 AI6060 ***********************************************************************
 AI6060  DESIGNATION -  3W34
 AI6060  PID         -  AI6060
 AI6060  STATE/COUNTY-  WI/DODGE
 AI6060  USGS QUAD   -  WAUPUN SOUTH (1980)
 AI6060
 AI6060                         *CURRENT SURVEY CONTROL
 AI6060  ___________________________________________________________________
 AI6060* NAD 83(1986)-  43 34 32.     (N)    088 42 59.     (W)     SCALED    
 AI6060* NAVD 88     -       268.429  (meters)     880.67   (feet)  ADJUSTED  
 AI6060  ___________________________________________________________________
 AI6060  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 AI6060  DYNAMIC HT  -         268.367 (meters)     880.47  (feet)  COMP
 AI6060  MODELED GRAV-     980,383.3   (mgal)                       NAVD 88
 AI6060
 AI6060  VERT ORDER  -  SECOND    CLASS I
 AI6060
 AI6060.The horizontal coordinates were scaled from a topographic map and have
 AI6060.an estimated accuracy of +/- 6 seconds.
 AI6060
 AI6060.The orthometric height was determined by differential leveling
 AI6060.and adjusted by the National Geodetic Survey in October 2000..
 AI6060
 AI6060.The geoid height was determined by GEOID03.
 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     -   175,830.      703,670.      MT  (+/- 180 meters Scaled)
 AI6060
 AI6060                          SUPERSEDED SURVEY CONTROL
 AI6060
 AI6060.No superseded survey control is available for this station.
 AI6060
 AI6060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP614261(NAD 83)
 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 = OCTOBER  7, 2006
 AI6061 ***********************************************************************
 AI6061  DESIGNATION -  3W35
 AI6061  PID         -  AI6061
 AI6061  STATE/COUNTY-  WI/DODGE
 AI6061  USGS QUAD   -  WAUPUN SOUTH (1980)
 AI6061
 AI6061                         *CURRENT SURVEY CONTROL
 AI6061  ___________________________________________________________________
 AI6061* NAD 83(1986)-  43 35 27.     (N)    088 42 27.     (W)     SCALED    
 AI6061* NAVD 88     -       271.482  (meters)     890.69   (feet)  ADJUSTED  
 AI6061  ___________________________________________________________________
 AI6061  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 AI6061  DYNAMIC HT  -         271.420 (meters)     890.48  (feet)  COMP
 AI6061  MODELED GRAV-     980,384.1   (mgal)                       NAVD 88
 AI6061
 AI6061  VERT ORDER  -  SECOND    CLASS I
 AI6061
 AI6061.The horizontal coordinates were scaled from a topographic map and have
 AI6061.an estimated accuracy of +/- 6 seconds.
 AI6061
 AI6061.The orthometric height was determined by differential leveling
 AI6061.and adjusted by the National Geodetic Survey in October 2000..
 AI6061
 AI6061.The geoid height was determined by GEOID03.
 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     -   177,540.      704,370.      MT  (+/- 180 meters Scaled)
 AI6061
 AI6061                          SUPERSEDED SURVEY CONTROL
 AI6061
 AI6061.No superseded survey control is available for this station.
 AI6061
 AI6061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP621278(NAD 83)
 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 = OCTOBER  7, 2006
 AI6062 ***********************************************************************
 AI6062  DESIGNATION -  3W36
 AI6062  PID         -  AI6062
 AI6062  STATE/COUNTY-  WI/DODGE
 AI6062  USGS QUAD   -  WAUPUN SOUTH (1980)
 AI6062
 AI6062                         *CURRENT SURVEY CONTROL
 AI6062  ___________________________________________________________________
 AI6062* NAD 83(1986)-  43 36 46.     (N)    088 41 59.     (W)     SCALED    
 AI6062* NAVD 88     -       269.883  (meters)     885.44   (feet)  ADJUSTED  
 AI6062  ___________________________________________________________________
 AI6062  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 AI6062  DYNAMIC HT  -         269.821 (meters)     885.24  (feet)  COMP
 AI6062  MODELED GRAV-     980,385.1   (mgal)                       NAVD 88
 AI6062
 AI6062  VERT ORDER  -  SECOND    CLASS I
 AI6062
 AI6062.The horizontal coordinates were scaled from a topographic map and have
 AI6062.an estimated accuracy of +/- 6 seconds.
 AI6062
 AI6062.The orthometric height was determined by differential leveling
 AI6062.and adjusted by the National Geodetic Survey in October 2000..
 AI6062
 AI6062.The geoid height was determined by GEOID03.
 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     -   179,980.      704,960.      MT  (+/- 180 meters Scaled)
 AI6062
 AI6062                          SUPERSEDED SURVEY CONTROL
 AI6062
 AI6062.No superseded survey control is available for this station.
 AI6062
 AI6062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP628302(NAD 83)
 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 = OCTOBER  7, 2006
 AI9570 ***********************************************************************
 AI9570  DESIGNATION -  3W37
 AI9570  PID         -  AI9570
 AI9570  STATE/COUNTY-  WI/DODGE
 AI9570  USGS QUAD   -  WAUPUN NORTH (1980)
 AI9570
 AI9570                         *CURRENT SURVEY CONTROL
 AI9570  ___________________________________________________________________
 AI9570* NAD 83(1986)-  43 37 50.     (N)    088 44 48.     (W)     SCALED    
 AI9570* NAVD 88     -       278.569  (meters)     913.94   (feet)  ADJUSTED  
 AI9570  ___________________________________________________________________
 AI9570  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 AI9570  DYNAMIC HT  -         278.505 (meters)     913.73  (feet)  COMP
 AI9570  MODELED GRAV-     980,384.2   (mgal)                       NAVD 88
 AI9570
 AI9570  VERT ORDER  -  SECOND    CLASS I
 AI9570
 AI9570.The horizontal coordinates were scaled from a topographic map and have
 AI9570.an estimated accuracy of +/- 6 seconds.
 AI9570
 AI9570.The orthometric height was determined by differential leveling
 AI9570.and adjusted by the National Geodetic Survey in February 2001..
 AI9570
 AI9570.The geoid height was determined by GEOID03.
 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     -   181,900.      701,140.      MT  (+/- 180 meters Scaled)
 AI9570
 AI9570                          SUPERSEDED SURVEY CONTROL
 AI9570
 AI9570.No superseded survey control is available for this station.
 AI9570
 AI9570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP590323(NAD 83)
 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 = OCTOBER  7, 2006
 AI9569 ***********************************************************************
 AI9569  DESIGNATION -  3W38
 AI9569  PID         -  AI9569
 AI9569  STATE/COUNTY-  WI/FOND DU LAC
 AI9569  USGS QUAD   -  BRANDON (1980)
 AI9569
 AI9569                         *CURRENT SURVEY CONTROL
 AI9569  ___________________________________________________________________
 AI9569* NAD 83(1986)-  43 38 00.     (N)    088 46 14.     (W)     SCALED    
 AI9569* NAVD 88     -       282.448  (meters)     926.66   (feet)  ADJUSTED  
 AI9569  ___________________________________________________________________
 AI9569  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 AI9569  DYNAMIC HT  -         282.384 (meters)     926.45  (feet)  COMP
 AI9569  MODELED GRAV-     980,383.7   (mgal)                       NAVD 88
 AI9569
 AI9569  VERT ORDER  -  SECOND    CLASS I
 AI9569
 AI9569.The horizontal coordinates were scaled from a topographic map and have
 AI9569.an estimated accuracy of +/- 6 seconds.
 AI9569
 AI9569.The orthometric height was determined by differential leveling
 AI9569.and adjusted by the National Geodetic Survey in February 2001..
 AI9569
 AI9569.The geoid height was determined by GEOID03.
 AI9569
 AI9569.The dynamic height is computed by dividing the NAVD 88
 AI9569.geopotential number by the normal gravity value computed on the
 AI9569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9569.degrees latitude (g = 980.6199 gals.).
 AI9569
 AI9569.The modeled gravity was interpolated from observed gravity values.
 AI9569
 AI9569;                    North         East    Units  Estimated Accuracy
 AI9569;SPC WI S     -   182,180.      699,210.      MT  (+/- 180 meters Scaled)
 AI9569
 AI9569                          SUPERSEDED SURVEY CONTROL
 AI9569
 AI9569.No superseded survey control is available for this station.
 AI9569
 AI9569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP571326(NAD 83)
 AI9569_MARKER: DD = SURVEY DISK
 AI9569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9569_STAMPING: 3W38 2000
 AI9569_MARK LOGO: WIDT  
 AI9569_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9569+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2006
 AI9569
 AI9569  HISTORY     - Date     Condition        Report By
 AI9569  HISTORY     - 1999     MONUMENTED       WIDT
 AI9569  HISTORY     - 20030730 GOOD             USPSQD
 AI9569  HISTORY     - 20040728 GOOD             WIDT
 AI9569  HISTORY     - 20060919 GOOD             USPSQD
 AI9569
 AI9569                          STATION DESCRIPTION
 AI9569
 AI9569'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI9569'THE STATION IS LOCATED ABOUT 20.92 KM (13.00 MI) NORTH-NORTHEAST OF
 AI9569'BEAVER DAM AND 3.22 KM (2.00 MI) WEST OF WAUPUN. OWNERSHIP--WISCONSIN
 AI9569'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI9569'OF STATE HIGHWAY 68 WITH STATE HIGHWAY 49 AT THE INTERSECTION OF FOX
 AI9569'LAKE ROAD WITH MAIN STREET IN THE CITY OF WAUPUN, GO WEST ON STATE
 AI9569'HIGHWAY 49 (MAIN STREET) FOR 1.93 KM (1.20 MI) TO COUNTY HIGHWAY AW,
 AI9569'AND THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 AI9569'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK
 AI9569'STAMPED --3W38 2000-- SET IN THE TOP OF A 41-CM (16-INCH) DIAMETER
 AI9569'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 1 M (3.3 FT) BELOW THE
 AI9569'HIGHWAY PAVEMENT.  THE STATION IS 20.7 M (67.9 FT) SOUTH-SOUTHWEST OF
 AI9569'THE CENTERLINE OF STATE HIGHWAY 49, 31.1 M (102.0 FT) WEST OF THE
 AI9569'CENTERLINE OF COUNTY HIGHWAY AW, 45.6 M (149.6 FT) NORTH-NORTHEAST OF
 AI9569'A TELEPHONE POLE, 39.3 M (128.9 FT) EAST-SOUTHEAST OF A WOOD
 AI9569'RIGHT-OF-WAY POST, 3 M (9.8 FT) NORTH OF A CULTIVATED FIELD, AND 1.0 M
 AI9569'(3.3 FT) NORTHEAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 AI9569'STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES
 AI9569'ABOVE THE HORIZON.
 AI9569
 AI9569                          STATION RECOVERY (2003)
 AI9569
 AI9569'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9569'RECOVERED IN GOOD CONDITION.
 AI9569
 AI9569                          STATION RECOVERY (2004)
 AI9569
 AI9569'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI9569'RECOVERED AS DESCRIBED EXCEPT TWO WITNESS POSTS ADDED.  STATION IS IN
 AI9569'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 AI9569'FARMER'S FIELD HAS MOVED WEST DUE TO RIGHT OF WAY.
 AI9569
 AI9569                          STATION RECOVERY (2006)
 AI9569
 AI9569'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI9568 ***********************************************************************
 AI9568  DESIGNATION -  3W39
 AI9568  PID         -  AI9568
 AI9568  STATE/COUNTY-  WI/FOND DU LAC
 AI9568  USGS QUAD   -  BRANDON (1980)
 AI9568
 AI9568                         *CURRENT SURVEY CONTROL
 AI9568  ___________________________________________________________________
 AI9568* NAD 83(1986)-  43 38 53.     (N)    088 46 33.     (W)     SCALED    
 AI9568* NAVD 88     -       273.191  (meters)     896.29   (feet)  ADJUSTED  
 AI9568  ___________________________________________________________________
 AI9568  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 AI9568  DYNAMIC HT  -         273.128 (meters)     896.09  (feet)  COMP
 AI9568  MODELED GRAV-     980,384.5   (mgal)                       NAVD 88
 AI9568
 AI9568  VERT ORDER  -  SECOND    CLASS I
 AI9568
 AI9568.The horizontal coordinates were scaled from a topographic map and have
 AI9568.an estimated accuracy of +/- 6 seconds.
 AI9568
 AI9568.The orthometric height was determined by differential leveling
 AI9568.and adjusted by the National Geodetic Survey in February 2001..
 AI9568
 AI9568.The geoid height was determined by GEOID03.
 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     -   183,810.      698,760.      MT  (+/- 180 meters Scaled)
 AI9568
 AI9568                          SUPERSEDED SURVEY CONTROL
 AI9568
 AI9568.No superseded survey control is available for this station.
 AI9568
 AI9568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP567343(NAD 83)
 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 = OCTOBER  7, 2006
 AI9567 ***********************************************************************
 AI9567  DESIGNATION -  3W40
 AI9567  PID         -  AI9567
 AI9567  STATE/COUNTY-  WI/FOND DU LAC
 AI9567  USGS QUAD   -  BRANDON (1980)
 AI9567
 AI9567                         *CURRENT SURVEY CONTROL
 AI9567  ___________________________________________________________________
 AI9567* NAD 83(1986)-  43 39 32.     (N)    088 46 17.     (W)     SCALED    
 AI9567* NAVD 88     -       281.465  (meters)     923.44   (feet)  ADJUSTED  
 AI9567  ___________________________________________________________________
 AI9567  GEOID HEIGHT-         -35.51  (meters)                     GEOID03
 AI9567  DYNAMIC HT  -         281.401 (meters)     923.23  (feet)  COMP
 AI9567  MODELED GRAV-     980,385.1   (mgal)                       NAVD 88
 AI9567
 AI9567  VERT ORDER  -  SECOND    CLASS I
 AI9567
 AI9567.The horizontal coordinates were scaled from a topographic map and have
 AI9567.an estimated accuracy of +/- 6 seconds.
 AI9567
 AI9567.The orthometric height was determined by differential leveling
 AI9567.and adjusted by the National Geodetic Survey in February 2001..
 AI9567
 AI9567.The geoid height was determined by GEOID03.
 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     -   185,020.      699,100.      MT  (+/- 180 meters Scaled)
 AI9567
 AI9567                          SUPERSEDED SURVEY CONTROL
 AI9567
 AI9567.No superseded survey control is available for this station.
 AI9567
 AI9567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP571355(NAD 83)
 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 = OCTOBER  7, 2006
 AI9566 ***********************************************************************
 AI9566  DESIGNATION -  3W41
 AI9566  PID         -  AI9566
 AI9566  STATE/COUNTY-  WI/FOND DU LAC
 AI9566  USGS QUAD   -  BRANDON (1980)
 AI9566
 AI9566                         *CURRENT SURVEY CONTROL
 AI9566  ___________________________________________________________________
 AI9566* NAD 83(1986)-  43 40 12.     (N)    088 46 17.     (W)     SCALED    
 AI9566* NAVD 88     -       282.287  (meters)     926.14   (feet)  ADJUSTED  
 AI9566  ___________________________________________________________________
 AI9566  GEOID HEIGHT-         -35.53  (meters)                     GEOID03
 AI9566  DYNAMIC HT  -         282.223 (meters)     925.93  (feet)  COMP
 AI9566  MODELED GRAV-     980,385.7   (mgal)                       NAVD 88
 AI9566
 AI9566  VERT ORDER  -  SECOND    CLASS I
 AI9566
 AI9566.The horizontal coordinates were scaled from a topographic map and have
 AI9566.an estimated accuracy of +/- 6 seconds.
 AI9566
 AI9566.The orthometric height was determined by differential leveling
 AI9566.and adjusted by the National Geodetic Survey in February 2001..
 AI9566
 AI9566.The geoid height was determined by GEOID03.
 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     -   186,250.      699,080.      MT  (+/- 180 meters Scaled)
 AI9566
 AI9566                          SUPERSEDED SURVEY CONTROL
 AI9566
 AI9566.No superseded survey control is available for this station.
 AI9566
 AI9566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP571367(NAD 83)
 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 = OCTOBER  7, 2006
 AI9565 ***********************************************************************
 AI9565  DESIGNATION -  3W42
 AI9565  PID         -  AI9565
 AI9565  STATE/COUNTY-  WI/FOND DU LAC
 AI9565  USGS QUAD   -  BRANDON (1980)
 AI9565
 AI9565                         *CURRENT SURVEY CONTROL
 AI9565  ___________________________________________________________________
 AI9565* NAD 83(1986)-  43 41 06.     (N)    088 46 36.     (W)     SCALED    
 AI9565* NAVD 88     -       287.925  (meters)     944.63   (feet)  ADJUSTED  
 AI9565  ___________________________________________________________________
 AI9565  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 AI9565  DYNAMIC HT  -         287.860 (meters)     944.42  (feet)  COMP
 AI9565  MODELED GRAV-     980,386.5   (mgal)                       NAVD 88
 AI9565
 AI9565  VERT ORDER  -  SECOND    CLASS I
 AI9565
 AI9565.The horizontal coordinates were scaled from a topographic map and have
 AI9565.an estimated accuracy of +/- 6 seconds.
 AI9565
 AI9565.The orthometric height was determined by differential leveling
 AI9565.and adjusted by the National Geodetic Survey in February 2001..
 AI9565
 AI9565.The geoid height was determined by GEOID03.
 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     -   187,910.      698,630.      MT  (+/- 180 meters Scaled)
 AI9565
 AI9565                          SUPERSEDED SURVEY CONTROL
 AI9565
 AI9565.No superseded survey control is available for this station.
 AI9565
 AI9565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP568384(NAD 83)
 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 = OCTOBER  7, 2006
 AI9564 ***********************************************************************
 AI9564  DESIGNATION -  3W43
 AI9564  PID         -  AI9564
 AI9564  STATE/COUNTY-  WI/FOND DU LAC
 AI9564  USGS QUAD   -  BRANDON (1980)
 AI9564
 AI9564                         *CURRENT SURVEY CONTROL
 AI9564  ___________________________________________________________________
 AI9564* NAD 83(1986)-  43 42 25.     (N)    088 46 32.     (W)     SCALED    
 AI9564* NAVD 88     -       296.542  (meters)     972.90   (feet)  ADJUSTED  
 AI9564  ___________________________________________________________________
 AI9564  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 AI9564  DYNAMIC HT  -         296.476 (meters)     972.69  (feet)  COMP
 AI9564  MODELED GRAV-     980,387.7   (mgal)                       NAVD 88
 AI9564
 AI9564  VERT ORDER  -  SECOND    CLASS I
 AI9564
 AI9564.The horizontal coordinates were scaled from a topographic map and have
 AI9564.an estimated accuracy of +/- 6 seconds.
 AI9564
 AI9564.The orthometric height was determined by differential leveling
 AI9564.and adjusted by the National Geodetic Survey in February 2001..
 AI9564
 AI9564.The geoid height was determined by GEOID03.
 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     -   190,350.      698,680.      MT  (+/- 180 meters Scaled)
 AI9564
 AI9564                          SUPERSEDED SURVEY CONTROL
 AI9564
 AI9564.No superseded survey control is available for this station.
 AI9564
 AI9564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP569408(NAD 83)
 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 = OCTOBER  7, 2006
 AI9563 ***********************************************************************
 AI9563  DESIGNATION -  3W44
 AI9563  PID         -  AI9563
 AI9563  STATE/COUNTY-  WI/FOND DU LAC
 AI9563  USGS QUAD   -  BRANDON (1980)
 AI9563
 AI9563                         *CURRENT SURVEY CONTROL
 AI9563  ___________________________________________________________________
 AI9563* NAD 83(1986)-  43 43 38.     (N)    088 46 28.     (W)     SCALED    
 AI9563* NAVD 88     -       299.688  (meters)     983.23   (feet)  ADJUSTED  
 AI9563  ___________________________________________________________________
 AI9563  GEOID HEIGHT-         -35.66  (meters)                     GEOID03
 AI9563  DYNAMIC HT  -         299.621 (meters)     983.01  (feet)  COMP
 AI9563  MODELED GRAV-     980,388.7   (mgal)                       NAVD 88
 AI9563
 AI9563  VERT ORDER  -  SECOND    CLASS I
 AI9563
 AI9563.The horizontal coordinates were scaled from a topographic map and have
 AI9563.an estimated accuracy of +/- 6 seconds.
 AI9563
 AI9563.The orthometric height was determined by differential leveling
 AI9563.and adjusted by the National Geodetic Survey in February 2001..
 AI9563
 AI9563.The geoid height was determined by GEOID03.
 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     -   192,610.      698,740.      MT  (+/- 180 meters Scaled)
 AI9563
 AI9563                          SUPERSEDED SURVEY CONTROL
 AI9563
 AI9563.No superseded survey control is available for this station.
 AI9563
 AI9563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP570431(NAD 83)
 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 = OCTOBER  7, 2006
 AI9562 ***********************************************************************
 AI9562  DESIGNATION -  3W45
 AI9562  PID         -  AI9562
 AI9562  STATE/COUNTY-  WI/FOND DU LAC
 AI9562  USGS QUAD   -  BRANDON (1980)
 AI9562
 AI9562                         *CURRENT SURVEY CONTROL
 AI9562  ___________________________________________________________________
 AI9562* NAD 83(1986)-  43 44 53.     (N)    088 47 10.     (W)     SCALED    
 AI9562* NAVD 88     -       304.286  (meters)     998.31   (feet)  ADJUSTED  
 AI9562  ___________________________________________________________________
 AI9562  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 AI9562  DYNAMIC HT  -         304.219 (meters)     998.09  (feet)  COMP
 AI9562  MODELED GRAV-     980,390.3   (mgal)                       NAVD 88
 AI9562
 AI9562  VERT ORDER  -  SECOND    CLASS I
 AI9562
 AI9562.The horizontal coordinates were scaled from a topographic map and have
 AI9562.an estimated accuracy of +/- 6 seconds.
 AI9562
 AI9562.The orthometric height was determined by differential leveling
 AI9562.and adjusted by the National Geodetic Survey in February 2001..
 AI9562
 AI9562.The geoid height was determined by GEOID03.
 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     -   194,910.      697,760.      MT  (+/- 180 meters Scaled)
 AI9562
 AI9562                          SUPERSEDED SURVEY CONTROL
 AI9562
 AI9562.No superseded survey control is available for this station.
 AI9562
 AI9562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP561454(NAD 83)
 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 = OCTOBER  7, 2006
 AI9561 ***********************************************************************
 AI9561  DESIGNATION -  3W46
 AI9561  PID         -  AI9561
 AI9561  STATE/COUNTY-  WI/FOND DU LAC
 AI9561  USGS QUAD   -  RIPON (1980)
 AI9561
 AI9561                         *CURRENT SURVEY CONTROL
 AI9561  ___________________________________________________________________
 AI9561* NAD 83(1986)-  43 45 24.     (N)    088 48 41.     (W)     SCALED    
 AI9561* NAVD 88     -       320.515  (meters)    1051.56   (feet)  ADJUSTED  
 AI9561  ___________________________________________________________________
 AI9561  GEOID HEIGHT-         -35.71  (meters)                     GEOID03
 AI9561  DYNAMIC HT  -         320.445 (meters)    1051.33  (feet)  COMP
 AI9561  MODELED GRAV-     980,391.8   (mgal)                       NAVD 88
 AI9561
 AI9561  VERT ORDER  -  SECOND    CLASS I
 AI9561
 AI9561.The horizontal coordinates were scaled from a topographic map and have
 AI9561.an estimated accuracy of +/- 6 seconds.
 AI9561
 AI9561.The orthometric height was determined by differential leveling
 AI9561.and adjusted by the National Geodetic Survey in February 2001..
 AI9561
 AI9561.The geoid height was determined by GEOID03.
 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     -   195,830.      695,720.      MT  (+/- 180 meters Scaled)
 AI9561
 AI9561                          SUPERSEDED SURVEY CONTROL
 AI9561
 AI9561.No superseded survey control is available for this station.
 AI9561
 AI9561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP541464(NAD 83)
 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 = OCTOBER  7, 2006
 AI9560 ***********************************************************************
 AI9560  DESIGNATION -  3W47
 AI9560  PID         -  AI9560
 AI9560  STATE/COUNTY-  WI/FOND DU LAC
 AI9560  USGS QUAD   -  RIPON (1980)
 AI9560
 AI9560                         *CURRENT SURVEY CONTROL
 AI9560  ___________________________________________________________________
 AI9560* NAD 83(1986)-  43 45 24.     (N)    088 49 29.     (W)     SCALED    
 AI9560* NAVD 88     -       320.091  (meters)    1050.17   (feet)  ADJUSTED  
 AI9560  ___________________________________________________________________
 AI9560  GEOID HEIGHT-         -35.71  (meters)                     GEOID03
 AI9560  DYNAMIC HT  -         320.021 (meters)    1049.94  (feet)  COMP
 AI9560  MODELED GRAV-     980,392.3   (mgal)                       NAVD 88
 AI9560
 AI9560  VERT ORDER  -  SECOND    CLASS I
 AI9560
 AI9560.The horizontal coordinates were scaled from a topographic map and have
 AI9560.an estimated accuracy of +/- 6 seconds.
 AI9560
 AI9560.The orthometric height was determined by differential leveling
 AI9560.and adjusted by the National Geodetic Survey in February 2001..
 AI9560
 AI9560.The geoid height was determined by GEOID03.
 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     -   195,820.      694,640.      MT  (+/- 180 meters Scaled)
 AI9560
 AI9560                          SUPERSEDED SURVEY CONTROL
 AI9560
 AI9560.No superseded survey control is available for this station.
 AI9560
 AI9560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP531464(NAD 83)
 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 = OCTOBER  7, 2006
 AI9559 ***********************************************************************
 AI9559  DESIGNATION -  3W48
 AI9559  PID         -  AI9559
 AI9559  STATE/COUNTY-  WI/FOND DU LAC
 AI9559  USGS QUAD   -  RIPON (1980)
 AI9559
 AI9559                         *CURRENT SURVEY CONTROL
 AI9559  ___________________________________________________________________
 AI9559* NAD 83(1986)-  43 45 53.     (N)    088 49 29.     (W)     SCALED    
 AI9559* NAVD 88     -       314.914  (meters)    1033.18   (feet)  ADJUSTED  
 AI9559  ___________________________________________________________________
 AI9559  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 AI9559  DYNAMIC HT  -         314.845 (meters)    1032.95  (feet)  COMP
 AI9559  MODELED GRAV-     980,392.8   (mgal)                       NAVD 88
 AI9559
 AI9559  VERT ORDER  -  SECOND    CLASS I
 AI9559
 AI9559.The horizontal coordinates were scaled from a topographic map and have
 AI9559.an estimated accuracy of +/- 6 seconds.
 AI9559
 AI9559.The orthometric height was determined by differential leveling
 AI9559.and adjusted by the National Geodetic Survey in February 2001..
 AI9559
 AI9559.The geoid height was determined by GEOID03.
 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     -   196,710.      694,630.      MT  (+/- 180 meters Scaled)
 AI9559
 AI9559                          SUPERSEDED SURVEY CONTROL
 AI9559
 AI9559.No superseded survey control is available for this station.
 AI9559
 AI9559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP531473(NAD 83)
 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 = OCTOBER  7, 2006
 AI9558 ***********************************************************************
 AI9558  DESIGNATION -  3W49
 AI9558  PID         -  AI9558
 AI9558  STATE/COUNTY-  WI/FOND DU LAC
 AI9558  USGS QUAD   -  RIPON (1980)
 AI9558
 AI9558                         *CURRENT SURVEY CONTROL
 AI9558  ___________________________________________________________________
 AI9558* NAD 83(1986)-  43 46 45.     (N)    088 49 28.     (W)     SCALED    
 AI9558* NAVD 88     -       310.857  (meters)    1019.87   (feet)  ADJUSTED  
 AI9558  ___________________________________________________________________
 AI9558  GEOID HEIGHT-         -35.76  (meters)                     GEOID03
 AI9558  DYNAMIC HT  -         310.789 (meters)    1019.65  (feet)  COMP
 AI9558  MODELED GRAV-     980,393.6   (mgal)                       NAVD 88
 AI9558
 AI9558  VERT ORDER  -  SECOND    CLASS I
 AI9558
 AI9558.The horizontal coordinates were scaled from a topographic map and have
 AI9558.an estimated accuracy of +/- 6 seconds.
 AI9558
 AI9558.The orthometric height was determined by differential leveling
 AI9558.and adjusted by the National Geodetic Survey in February 2001..
 AI9558
 AI9558.The geoid height was determined by GEOID03.
 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     -   198,320.      694,630.      MT  (+/- 180 meters Scaled)
 AI9558
 AI9558                          SUPERSEDED SURVEY CONTROL
 AI9558
 AI9558.No superseded survey control is available for this station.
 AI9558
 AI9558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP531489(NAD 83)
 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 = OCTOBER  7, 2006
 AI9557 ***********************************************************************
 AI9557  DESIGNATION -  3W50
 AI9557  PID         -  AI9557
 AI9557  STATE/COUNTY-  WI/FOND DU LAC
 AI9557  USGS QUAD   -  RIPON (1980)
 AI9557
 AI9557                         *CURRENT SURVEY CONTROL
 AI9557  ___________________________________________________________________
 AI9557* NAD 83(1986)-  43 47 38.     (N)    088 49 31.     (W)     SCALED    
 AI9557* NAVD 88     -       313.525  (meters)    1028.62   (feet)  ADJUSTED  
 AI9557  ___________________________________________________________________
 AI9557  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 AI9557  DYNAMIC HT  -         313.457 (meters)    1028.40  (feet)  COMP
 AI9557  MODELED GRAV-     980,394.3   (mgal)                       NAVD 88
 AI9557
 AI9557  VERT ORDER  -  SECOND    CLASS I
 AI9557
 AI9557.The horizontal coordinates were scaled from a topographic map and have
 AI9557.an estimated accuracy of +/- 6 seconds.
 AI9557
 AI9557.The orthometric height was determined by differential leveling
 AI9557.and adjusted by the National Geodetic Survey in February 2001..
 AI9557
 AI9557.The geoid height was determined by GEOID03.
 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     -   199,950.      694,540.      MT  (+/- 180 meters Scaled)
 AI9557
 AI9557                          SUPERSEDED SURVEY CONTROL
 AI9557
 AI9557.No superseded survey control is available for this station.
 AI9557
 AI9557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP531506(NAD 83)
 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 = OCTOBER  7, 2006
 AI9556 ***********************************************************************
 AI9556  DESIGNATION -  3W51
 AI9556  PID         -  AI9556
 AI9556  STATE/COUNTY-  WI/FOND DU LAC
 AI9556  USGS QUAD   -  RIPON (1980)
 AI9556
 AI9556                         *CURRENT SURVEY CONTROL
 AI9556  ___________________________________________________________________
 AI9556* NAD 83(1986)-  43 48 25.     (N)    088 48 19.     (W)     SCALED    
 AI9556* NAVD 88     -       291.921  (meters)     957.74   (feet)  ADJUSTED  
 AI9556  ___________________________________________________________________
 AI9556  GEOID HEIGHT-         -35.84  (meters)                     GEOID03
 AI9556  DYNAMIC HT  -         291.858 (meters)     957.54  (feet)  COMP
 AI9556  MODELED GRAV-     980,394.5   (mgal)                       NAVD 88
 AI9556
 AI9556  VERT ORDER  -  SECOND    CLASS I
 AI9556
 AI9556.The horizontal coordinates were scaled from a topographic map and have
 AI9556.an estimated accuracy of +/- 6 seconds.
 AI9556
 AI9556.The orthometric height was determined by differential leveling
 AI9556.and adjusted by the National Geodetic Survey in February 2001..
 AI9556
 AI9556.The geoid height was determined by GEOID03.
 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     -   201,430.      696,130.      MT  (+/- 180 meters Scaled)
 AI9556
 AI9556                          SUPERSEDED SURVEY CONTROL
 AI9556
 AI9556.No superseded survey control is available for this station.
 AI9556
 AI9556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP547520(NAD 83)
 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 - September 21, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI9555 ***********************************************************************
 AI9555  DESIGNATION -  3W52
 AI9555  PID         -  AI9555
 AI9555  STATE/COUNTY-  WI/FOND DU LAC
 AI9555  USGS QUAD   -  RIPON (1980)
 AI9555
 AI9555                         *CURRENT SURVEY CONTROL
 AI9555  ___________________________________________________________________
 AI9555* NAD 83(1986)-  43 48 27.     (N)    088 49 18.     (W)     SCALED    
 AI9555* NAVD 88     -       305.471  (meters)    1002.20   (feet)  ADJUSTED  
 AI9555  ___________________________________________________________________
 AI9555  GEOID HEIGHT-         -35.84  (meters)                     GEOID03
 AI9555  DYNAMIC HT  -         305.405 (meters)    1001.98  (feet)  COMP
 AI9555  MODELED GRAV-     980,394.9   (mgal)                       NAVD 88
 AI9555
 AI9555  VERT ORDER  -  SECOND    CLASS I
 AI9555
 AI9555.The horizontal coordinates were scaled from a topographic map and have
 AI9555.an estimated accuracy of +/- 6 seconds.
 AI9555
 AI9555.The orthometric height was determined by differential leveling
 AI9555.and adjusted by the National Geodetic Survey in February 2001..
 AI9555
 AI9555.The geoid height was determined by GEOID03.
 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     -   201,470.      694,810.      MT  (+/- 180 meters Scaled)
 AI9555
 AI9555                          SUPERSEDED SURVEY CONTROL
 AI9555
 AI9555.No superseded survey control is available for this station.
 AI9555
 AI9555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP534521(NAD 83)
 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 = OCTOBER  7, 2006
 AI9554 ***********************************************************************
 AI9554  DESIGNATION -  3W53
 AI9554  PID         -  AI9554
 AI9554  STATE/COUNTY-  WI/FOND DU LAC
 AI9554  USGS QUAD   -  RIPON (1980)
 AI9554
 AI9554                         *CURRENT SURVEY CONTROL
 AI9554  ___________________________________________________________________
 AI9554* NAD 83(1986)-  43 49 50.     (N)    088 49 17.     (W)     SCALED    
 AI9554* NAVD 88     -       291.115  (meters)     955.10   (feet)  ADJUSTED  
 AI9554  ___________________________________________________________________
 AI9554  GEOID HEIGHT-         -35.90  (meters)                     GEOID03
 AI9554  DYNAMIC HT  -         291.052 (meters)     954.89  (feet)  COMP
 AI9554  MODELED GRAV-     980,396.0   (mgal)                       NAVD 88
 AI9554
 AI9554  VERT ORDER  -  SECOND    CLASS I
 AI9554
 AI9554.The horizontal coordinates were scaled from a topographic map and have
 AI9554.an estimated accuracy of +/- 6 seconds.
 AI9554
 AI9554.The orthometric height was determined by differential leveling
 AI9554.and adjusted by the National Geodetic Survey in February 2001..
 AI9554
 AI9554.The geoid height was determined by GEOID03.
 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     -   204,030.      694,790.      MT  (+/- 180 meters Scaled)
 AI9554
 AI9554                          SUPERSEDED SURVEY CONTROL
 AI9554
 AI9554.No superseded survey control is available for this station.
 AI9554
 AI9554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP535546(NAD 83)
 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 = OCTOBER  7, 2006
 AI6109 ***********************************************************************
 AI6109  DESIGNATION -  3W62
 AI6109  PID         -  AI6109
 AI6109  STATE/COUNTY-  WI/DODGE
 AI6109  USGS QUAD   -  MAYVILLE NORTH (1981)
 AI6109
 AI6109                         *CURRENT SURVEY CONTROL
 AI6109  ___________________________________________________________________
 AI6109* NAD 83(1997)-  43 31 46.49355(N)    088 31 17.62986(W)     ADJUSTED  
 AI6109* NAVD 88     -       307.976  (meters)    1010.42   (feet)  ADJUSTED  
 AI6109  ___________________________________________________________________
 AI6109  X           -     119,504.455 (meters)                     COMP
 AI6109  Y           -  -4,630,285.313 (meters)                     COMP
 AI6109  Z           -   4,370,533.130 (meters)                     COMP
 AI6109  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 AI6109  ELLIP HEIGHT-         272.88  (meters)          (11/17/00) GPS OBS
 AI6109  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 AI6109  DYNAMIC HT  -         307.906 (meters)    1010.19  (feet)  COMP
 AI6109  MODELED GRAV-     980,384.0   (mgal)                       NAVD 88
 AI6109
 AI6109  HORZ ORDER  -  FIRST
 AI6109  VERT ORDER  -  SECOND    CLASS I
 AI6109  ELLP ORDER  -  THIRD     CLASS II
 AI6109
 AI6109.The horizontal coordinates were established by GPS observations
 AI6109.and adjusted by the National Geodetic Survey in July 2000..
 AI6109
 AI6109.The orthometric height was determined by differential leveling
 AI6109.and adjusted by the National Geodetic Survey in October 2000..
 AI6109
 AI6109.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6109
 AI6109.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6109
 AI6109.The ellipsoidal height was determined by GPS observations
 AI6109.and is referenced to NAD 83.
 AI6109
 AI6109.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI6109;SPC WI S     -   170,981.690   719,498.589   MT  0.99993505   +1 00 57.0
 AI6109;SPC WI S     -   560,962.43  2,360,554.95   sFT  0.99993505   +1 00 57.0
 AI6109;UTM  16      - 4,820,751.182   377,049.498   MT  0.99978594   -1 02 53.1
 AI6109
 AI6109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6109!SPC WI S     -   0.99995721  x   0.99993505  =   0.99989226
 AI6109!UTM  16      -   0.99995721  x   0.99978594  =   0.99974316
 AI6109
 AI6109                          SUPERSEDED SURVEY CONTROL
 AI6109
 AI6109  ELLIP H (07/06/00)  272.88   (m)                       GP(       ) 2 1
 AI6109
 AI6109.Superseded values are not recommended for survey control.
 AI6109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6109.See file dsdata.txt to determine how the superseded data were derived.
 AI6109
 AI6109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7704920751(NAD 83)
 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 = OCTOBER  7, 2006
 AI6108 ***********************************************************************
 AI6108  DESIGNATION -  3W63
 AI6108  PID         -  AI6108
 AI6108  STATE/COUNTY-  WI/DODGE
 AI6108  USGS QUAD   -  MAYVILLE NORTH (1981)
 AI6108
 AI6108                         *CURRENT SURVEY CONTROL
 AI6108  ___________________________________________________________________
 AI6108* NAD 83(1997)-  43 32 42.52348(N)    088 32 17.75758(W)     ADJUSTED  
 AI6108* NAVD 88     -       311.322  (meters)    1021.40   (feet)  ADJUSTED  
 AI6108  ___________________________________________________________________
 AI6108  X           -     118,124.363 (meters)                     COMP
 AI6108  Y           -  -4,629,131.556 (meters)                     COMP
 AI6108  Z           -   4,371,788.988 (meters)                     COMP
 AI6108  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 AI6108  ELLIP HEIGHT-         276.17  (meters)          (11/17/00) GPS OBS
 AI6108  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 AI6108  DYNAMIC HT  -         311.251 (meters)    1021.16  (feet)  COMP
 AI6108  MODELED GRAV-     980,382.3   (mgal)                       NAVD 88
 AI6108
 AI6108  HORZ ORDER  -  FIRST
 AI6108  VERT ORDER  -  SECOND    CLASS I
 AI6108  ELLP ORDER  -  THIRD     CLASS II
 AI6108
 AI6108.The horizontal coordinates were established by GPS observations
 AI6108.and adjusted by the National Geodetic Survey in July 2000..
 AI6108
 AI6108.The orthometric height was determined by differential leveling
 AI6108.and adjusted by the National Geodetic Survey in October 2000..
 AI6108
 AI6108.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6108
 AI6108.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6108
 AI6108.The ellipsoidal height was determined by GPS observations
 AI6108.and is referenced to NAD 83.
 AI6108
 AI6108.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI6108;SPC WI S     -   172,686.708   718,118.424   MT  0.99993569   +1 00 15.7
 AI6108;SPC WI S     -   566,556.31  2,356,026.86   sFT  0.99993569   +1 00 15.7
 AI6108;UTM  16      - 4,822,504.546   375,731.833   MT  0.99978995   -1 03 35.6
 AI6108
 AI6108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6108!SPC WI S     -   0.99995669  x   0.99993569  =   0.99989239
 AI6108!UTM  16      -   0.99995669  x   0.99978995  =   0.99974665
 AI6108
 AI6108                          SUPERSEDED SURVEY CONTROL
 AI6108
 AI6108  ELLIP H (07/06/00)  276.17   (m)                       GP(       ) 2 1
 AI6108
 AI6108.Superseded values are not recommended for survey control.
 AI6108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6108.See file dsdata.txt to determine how the superseded data were derived.
 AI6108
 AI6108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7573222505(NAD 83)
 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 = OCTOBER  7, 2006
 AI6107 ***********************************************************************
 AI6107  DESIGNATION -  3W64
 AI6107  PID         -  AI6107
 AI6107  STATE/COUNTY-  WI/DODGE
 AI6107  USGS QUAD   -  MAYVILLE NORTH (1981)
 AI6107
 AI6107                         *CURRENT SURVEY CONTROL
 AI6107  ___________________________________________________________________
 AI6107* NAD 83(1997)-  43 33 22.29341(N)    088 32 00.41103(W)     ADJUSTED  
 AI6107* NAVD 88     -       298.757  (meters)     980.17   (feet)  ADJUSTED  
 AI6107  ___________________________________________________________________
 AI6107  X           -     118,491.787 (meters)                     COMP
 AI6107  Y           -  -4,628,267.063 (meters)                     COMP
 AI6107  Z           -   4,372,669.916 (meters)                     COMP
 AI6107  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 AI6107  ELLIP HEIGHT-         263.58  (meters)          (11/17/00) GPS OBS
 AI6107  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 AI6107  DYNAMIC HT  -         298.688 (meters)     979.95  (feet)  COMP
 AI6107  MODELED GRAV-     980,381.7   (mgal)                       NAVD 88
 AI6107
 AI6107  HORZ ORDER  -  FIRST
 AI6107  VERT ORDER  -  SECOND    CLASS I
 AI6107  ELLP ORDER  -  THIRD     CLASS II
 AI6107
 AI6107.The horizontal coordinates were established by GPS observations
 AI6107.and adjusted by the National Geodetic Survey in July 2000..
 AI6107
 AI6107.The orthometric height was determined by differential leveling
 AI6107.and adjusted by the National Geodetic Survey in October 2000..
 AI6107
 AI6107.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6107
 AI6107.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6107
 AI6107.The ellipsoidal height was determined by GPS observations
 AI6107.and is referenced to NAD 83.
 AI6107
 AI6107.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI6107;SPC WI S     -   173,920.659   718,486.168   MT  0.99993619   +1 00 27.6
 AI6107;SPC WI S     -   570,604.70  2,357,233.37   sFT  0.99993619   +1 00 27.6
 AI6107;UTM  16      - 4,823,724.270   376,143.727   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  =   0.99989486
 AI6107!UTM  16      -   0.99995867  x   0.99978869  =   0.99974737
 AI6107
 AI6107                          SUPERSEDED SURVEY CONTROL
 AI6107
 AI6107  ELLIP H (07/06/00)  263.58   (m)                       GP(       ) 2 1
 AI6107
 AI6107.Superseded values are not recommended for survey control.
 AI6107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6107.See file dsdata.txt to determine how the superseded data were derived.
 AI6107
 AI6107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7614423724(NAD 83)
 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 = OCTOBER  7, 2006
 AI6110 ***********************************************************************
 AI6110  DESIGNATION -  3W65
 AI6110  PID         -  AI6110
 AI6110  STATE/COUNTY-  WI/DODGE
 AI6110  USGS QUAD   -  MAYVILLE NORTH (1981)
 AI6110
 AI6110                         *CURRENT SURVEY CONTROL
 AI6110  ___________________________________________________________________
 AI6110* NAD 83(1997)-  43 33 58.08696(N)    088 32 34.59053(W)     ADJUSTED  
 AI6110* NAVD 88     -       308.421  (meters)    1011.88   (feet)  ADJUSTED  
 AI6110  ___________________________________________________________________
 AI6110  X           -     117,705.670 (meters)                     COMP
 AI6110  Y           -  -4,627,532.575 (meters)                     COMP
 AI6110  Z           -   4,373,477.077 (meters)                     COMP
 AI6110  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 AI6110  ELLIP HEIGHT-         273.22  (meters)          (11/17/00) GPS OBS
 AI6110  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 AI6110  DYNAMIC HT  -         308.349 (meters)    1011.64  (feet)  COMP
 AI6110  MODELED GRAV-     980,380.3   (mgal)                       NAVD 88
 AI6110
 AI6110  HORZ ORDER  -  FIRST
 AI6110  VERT ORDER  -  SECOND    CLASS I
 AI6110  ELLP ORDER  -  THIRD     CLASS II
 AI6110
 AI6110.The horizontal coordinates were established by GPS observations
 AI6110.and adjusted by the National Geodetic Survey in July 2000..
 AI6110
 AI6110.The orthometric height was determined by differential leveling
 AI6110.and adjusted by the National Geodetic Survey in October 2000..
 AI6110
 AI6110.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6110
 AI6110.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6110
 AI6110.The ellipsoidal height was determined by GPS observations
 AI6110.and is referenced to NAD 83.
 AI6110
 AI6110.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI6110;SPC WI S     -   175,011.639   717,699.879   MT  0.99993668   +1 00 04.1
 AI6110;SPC WI S     -   574,184.02  2,354,653.69   sFT  0.99993668   +1 00 04.1
 AI6110;UTM  16      - 4,824,842.704   375,397.362   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  =   0.99989384
 AI6110!UTM  16      -   0.99995716  x   0.99979097  =   0.99974814
 AI6110
 AI6110                          SUPERSEDED SURVEY CONTROL
 AI6110
 AI6110  ELLIP H (07/06/00)  273.22   (m)                       GP(       ) 2 1
 AI6110
 AI6110.Superseded values are not recommended for survey control.
 AI6110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6110.See file dsdata.txt to determine how the superseded data were derived.
 AI6110
 AI6110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7539724843(NAD 83)
 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 = OCTOBER  7, 2006
 AI6111 ***********************************************************************
 AI6111  DESIGNATION -  3W66
 AI6111  PID         -  AI6111
 AI6111  STATE/COUNTY-  WI/DODGE
 AI6111  USGS QUAD   -  MAYVILLE NORTH (1981)
 AI6111
 AI6111                         *CURRENT SURVEY CONTROL
 AI6111  ___________________________________________________________________
 AI6111* NAD 83(1997)-  43 33 59.09212(N)    088 33 55.57531(W)     ADJUSTED  
 AI6111* NAVD 88     -       311.231  (meters)    1021.10   (feet)  ADJUSTED  
 AI6111  ___________________________________________________________________
 AI6111  X           -     115,888.290 (meters)                     COMP
 AI6111  Y           -  -4,627,559.080 (meters)                     COMP
 AI6111  Z           -   4,373,501.478 (meters)                     COMP
 AI6111  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 AI6111  ELLIP HEIGHT-         276.01  (meters)          (11/17/00) GPS OBS
 AI6111  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 AI6111  DYNAMIC HT  -         311.159 (meters)    1020.86  (feet)  COMP
 AI6111  MODELED GRAV-     980,379.6   (mgal)                       NAVD 88
 AI6111
 AI6111  HORZ ORDER  -  FIRST
 AI6111  VERT ORDER  -  SECOND    CLASS I
 AI6111  ELLP ORDER  -  THIRD     CLASS II
 AI6111
 AI6111.The horizontal coordinates were established by GPS observations
 AI6111.and adjusted by the National Geodetic Survey in July 2000..
 AI6111
 AI6111.The orthometric height was determined by differential leveling
 AI6111.and adjusted by the National Geodetic Survey in October 2000..
 AI6111
 AI6111.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6111
 AI6111.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6111
 AI6111.The ellipsoidal height was determined by GPS observations
 AI6111.and is referenced to NAD 83.
 AI6111
 AI6111.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI6111;SPC WI S     -   175,011.146   715,882.338   MT  0.99993669   +0 59 08.5
 AI6111;SPC WI S     -   574,182.40  2,348,690.64   sFT  0.99993669   +0 59 08.5
 AI6111;UTM  16      - 4,824,907.685   373,581.242   MT  0.99979658   -1 04 44.5
 AI6111
 AI6111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6111!SPC WI S     -   0.99995672  x   0.99993669  =   0.99989341
 AI6111!UTM  16      -   0.99995672  x   0.99979658  =   0.99975331
 AI6111
 AI6111                          SUPERSEDED SURVEY CONTROL
 AI6111
 AI6111  ELLIP H (07/06/00)  276.01   (m)                       GP(       ) 2 1
 AI6111
 AI6111.Superseded values are not recommended for survey control.
 AI6111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6111.See file dsdata.txt to determine how the superseded data were derived.
 AI6111
 AI6111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7358124908(NAD 83)
 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 = OCTOBER  7, 2006
 AI6112 ***********************************************************************
 AI6112  DESIGNATION -  3W67
 AI6112  PID         -  AI6112
 AI6112  STATE/COUNTY-  WI/DODGE
 AI6112  USGS QUAD   -  MAYVILLE NORTH (1981)
 AI6112
 AI6112                         *CURRENT SURVEY CONTROL
 AI6112  ___________________________________________________________________
 AI6112* NAD 83(1997)-  43 34 00.71200(N)    088 34 55.22868(W)     ADJUSTED  
 AI6112* NAVD 88     -       317.798  (meters)    1042.64   (feet)  ADJUSTED  
 AI6112  ___________________________________________________________________
 AI6112  X           -     114,549.224 (meters)                     COMP
 AI6112  Y           -  -4,627,562.708 (meters)                     COMP
 AI6112  Z           -   4,373,542.224 (meters)                     COMP
 AI6112  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 AI6112  ELLIP HEIGHT-         282.57  (meters)          (11/17/00) GPS OBS
 AI6112  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 AI6112  DYNAMIC HT  -         317.724 (meters)    1042.40  (feet)  COMP
 AI6112  MODELED GRAV-     980,379.7   (mgal)                       NAVD 88
 AI6112
 AI6112  HORZ ORDER  -  FIRST
 AI6112  VERT ORDER  -  SECOND    CLASS I
 AI6112  ELLP ORDER  -  THIRD     CLASS II
 AI6112
 AI6112.The horizontal coordinates were established by GPS observations
 AI6112.and adjusted by the National Geodetic Survey in July 2000..
 AI6112
 AI6112.The orthometric height was determined by differential leveling
 AI6112.and adjusted by the National Geodetic Survey in October 2000..
 AI6112
 AI6112.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6112
 AI6112.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6112
 AI6112.The ellipsoidal height was determined by GPS observations
 AI6112.and is referenced to NAD 83.
 AI6112
 AI6112.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI6112;SPC WI S     -   175,038.234   714,543.081   MT  0.99993671   +0 58 27.5
 AI6112;SPC WI S     -   574,271.27  2,344,296.76   sFT  0.99993671   +0 58 27.5
 AI6112;UTM  16      - 4,824,982.997   372,244.015   MT  0.99980076   -1 05 25.7
 AI6112
 AI6112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6112!SPC WI S     -   0.99995569  x   0.99993671  =   0.99989240
 AI6112!UTM  16      -   0.99995569  x   0.99980076  =   0.99975646
 AI6112
 AI6112                          SUPERSEDED SURVEY CONTROL
 AI6112
 AI6112  ELLIP H (07/06/00)  282.57   (m)                       GP(       ) 2 1
 AI6112
 AI6112.Superseded values are not recommended for survey control.
 AI6112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6112.See file dsdata.txt to determine how the superseded data were derived.
 AI6112
 AI6112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7224424983(NAD 83)
 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 = OCTOBER  7, 2006
 AI6113 ***********************************************************************
 AI6113  DESIGNATION -  3W68
 AI6113  PID         -  AI6113
 AI6113  STATE/COUNTY-  WI/DODGE
 AI6113  USGS QUAD   -  MAYVILLE NORTH (1981)
 AI6113
 AI6113                         *CURRENT SURVEY CONTROL
 AI6113  ___________________________________________________________________
 AI6113* NAD 83(1997)-  43 34 37.18306(N)    088 36 09.12611(W)     ADJUSTED  
 AI6113* NAVD 88     -       278.027  (meters)     912.16   (feet)  ADJUSTED  
 AI6113  ___________________________________________________________________
 AI6113  X           -     112,871.699 (meters)                     COMP
 AI6113  Y           -  -4,626,798.994 (meters)                     COMP
 AI6113  Z           -   4,374,330.310 (meters)                     COMP
 AI6113  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 AI6113  ELLIP HEIGHT-         242.76  (meters)          (11/17/00) GPS OBS
 AI6113  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 AI6113  DYNAMIC HT  -         277.962 (meters)     911.95  (feet)  COMP
 AI6113  MODELED GRAV-     980,380.6   (mgal)                       NAVD 88
 AI6113
 AI6113  HORZ ORDER  -  FIRST
 AI6113  VERT ORDER  -  SECOND    CLASS I
 AI6113  ELLP ORDER  -  THIRD     CLASS II
 AI6113
 AI6113.The horizontal coordinates were established by GPS observations
 AI6113.and adjusted by the National Geodetic Survey in July 2000..
 AI6113
 AI6113.The orthometric height was determined by differential leveling
 AI6113.and adjusted by the National Geodetic Survey in October 2000..
 AI6113
 AI6113.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6113
 AI6113.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6113
 AI6113.The ellipsoidal height was determined by GPS observations
 AI6113.and is referenced to NAD 83.
 AI6113
 AI6113.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI6113;SPC WI S     -   176,135.589   712,866.233   MT  0.99993724   +0 57 36.7
 AI6113;SPC WI S     -   577,871.51  2,338,795.30   sFT  0.99993724   +0 57 36.7
 AI6113;UTM  16      - 4,826,139.904   370,608.014   MT  0.99980594   -1 06 17.4
 AI6113
 AI6113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6113!SPC WI S     -   0.99996193  x   0.99993724  =   0.99989918
 AI6113!UTM  16      -   0.99996193  x   0.99980594  =   0.99976788
 AI6113
 AI6113                          SUPERSEDED SURVEY CONTROL
 AI6113
 AI6113  ELLIP H (07/06/00)  242.76   (m)                       GP(       ) 2 1
 AI6113
 AI6113.Superseded values are not recommended for survey control.
 AI6113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6113.See file dsdata.txt to determine how the superseded data were derived.
 AI6113
 AI6113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7060826140(NAD 83)
 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 - July 09, 2004
 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
 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--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6114 ***********************************************************************
 AI6114  DESIGNATION -  3W69
 AI6114  PID         -  AI6114
 AI6114  STATE/COUNTY-  WI/DODGE
 AI6114  USGS QUAD   -  MAYVILLE NORTH (1981)
 AI6114
 AI6114                         *CURRENT SURVEY CONTROL
 AI6114  ___________________________________________________________________
 AI6114* NAD 83(1997)-  43 35 34.35067(N)    088 36 17.03923(W)     ADJUSTED  
 AI6114* NAVD 88     -       275.862  (meters)     905.06   (feet)  ADJUSTED  
 AI6114  ___________________________________________________________________
 AI6114  X           -     112,664.538 (meters)                     COMP
 AI6114  Y           -  -4,625,585.667 (meters)                     COMP
 AI6114  Z           -   4,375,606.833 (meters)                     COMP
 AI6114  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 AI6114  ELLIP HEIGHT-         240.56  (meters)          (11/17/00) GPS OBS
 AI6114  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 AI6114  DYNAMIC HT  -         275.798 (meters)     904.85  (feet)  COMP
 AI6114  MODELED GRAV-     980,380.1   (mgal)                       NAVD 88
 AI6114
 AI6114  HORZ ORDER  -  FIRST
 AI6114  VERT ORDER  -  SECOND    CLASS I
 AI6114  ELLP ORDER  -  THIRD     CLASS II
 AI6114
 AI6114.The horizontal coordinates were established by GPS observations
 AI6114.and adjusted by the National Geodetic Survey in July 2000..
 AI6114
 AI6114.The orthometric height was determined by differential leveling
 AI6114.and adjusted by the National Geodetic Survey in October 2000..
 AI6114
 AI6114.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6114
 AI6114.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6114
 AI6114.The ellipsoidal height was determined by GPS observations
 AI6114.and is referenced to NAD 83.
 AI6114
 AI6114.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI6114;SPC WI S     -   177,896.581   712,659.203   MT  0.99993813   +0 57 31.3
 AI6114;SPC WI S     -   583,649.03  2,338,116.07   sFT  0.99993813   +0 57 31.3
 AI6114;UTM  16      - 4,827,906.981   370,464.598   MT  0.99980639   -1 06 24.0
 AI6114
 AI6114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6114!SPC WI S     -   0.99996228  x   0.99993813  =   0.99990041
 AI6114!UTM  16      -   0.99996228  x   0.99980639  =   0.99976868
 AI6114
 AI6114                          SUPERSEDED SURVEY CONTROL
 AI6114
 AI6114  ELLIP H (07/06/00)  240.56   (m)                       GP(       ) 2 1
 AI6114
 AI6114.Superseded values are not recommended for survey control.
 AI6114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6114.See file dsdata.txt to determine how the superseded data were derived.
 AI6114
 AI6114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7046527907(NAD 83)
 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 - July 09, 2004
 AI6114
 AI6114  HISTORY     - Date     Condition        Report By
 AI6114  HISTORY     - 1999     MONUMENTED       WIDT
 AI6114  HISTORY     - 20030813 GOOD             USPSQD
 AI6114  HISTORY     - 20040709 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6115 ***********************************************************************
 AI6115  DESIGNATION -  3W70
 AI6115  PID         -  AI6115
 AI6115  STATE/COUNTY-  WI/DODGE
 AI6115  USGS QUAD   -  MAYVILLE NORTH (1981)
 AI6115
 AI6115                         *CURRENT SURVEY CONTROL
 AI6115  ___________________________________________________________________
 AI6115* NAD 83(1997)-  43 36 14.92699(N)    088 36 22.18479(W)     ADJUSTED  
 AI6115* NAVD 88     -       286.818  (meters)     941.00   (feet)  ADJUSTED  
 AI6115  ___________________________________________________________________
 AI6115  X           -     112,528.332 (meters)                     COMP
 AI6115  Y           -  -4,624,733.031 (meters)                     COMP
 AI6115  Z           -   4,376,521.287 (meters)                     COMP
 AI6115  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 AI6115  ELLIP HEIGHT-         251.48  (meters)          (11/17/00) GPS OBS
 AI6115  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 AI6115  DYNAMIC HT  -         286.752 (meters)     940.79  (feet)  COMP
 AI6115  MODELED GRAV-     980,380.0   (mgal)                       NAVD 88
 AI6115
 AI6115  HORZ ORDER  -  FIRST
 AI6115  VERT ORDER  -  SECOND    CLASS I
 AI6115  ELLP ORDER  -  THIRD     CLASS II
 AI6115
 AI6115.The horizontal coordinates were established by GPS observations
 AI6115.and adjusted by the National Geodetic Survey in July 2000..
 AI6115
 AI6115.The orthometric height was determined by differential leveling
 AI6115.and adjusted by the National Geodetic Survey in October 2000..
 AI6115
 AI6115.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6115
 AI6115.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6115
 AI6115.The ellipsoidal height was determined by GPS observations
 AI6115.and is referenced to NAD 83.
 AI6115
 AI6115.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI6115;SPC WI S     -   179,146.679   712,522.875   MT  0.99993880   +0 57 27.8
 AI6115;SPC WI S     -   587,750.40  2,337,668.80   sFT  0.99993880   +0 57 27.8
 AI6115;UTM  16      - 4,829,161.014   370,373.426   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  =   0.99989937
 AI6115!UTM  16      -   0.99996057  x   0.99980668  =   0.99976725
 AI6115
 AI6115                          SUPERSEDED SURVEY CONTROL
 AI6115
 AI6115  ELLIP H (07/06/00)  251.48   (m)                       GP(       ) 2 1
 AI6115
 AI6115.Superseded values are not recommended for survey control.
 AI6115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6115.See file dsdata.txt to determine how the superseded data were derived.
 AI6115
 AI6115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7037329161(NAD 83)
 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 - July 09, 2004
 AI6115
 AI6115  HISTORY     - Date     Condition        Report By
 AI6115  HISTORY     - 1999     MONUMENTED       WIDT
 AI6115  HISTORY     - 20030813 GOOD             USPSQD
 AI6115  HISTORY     - 20040709 GOOD             WIDT
 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--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6066 ***********************************************************************
 AI6066  DESIGNATION -  3W71
 AI6066  PID         -  AI6066
 AI6066  STATE/COUNTY-  WI/FOND DU LAC
 AI6066  USGS QUAD   -  OAKFIELD (1980)
 AI6066
 AI6066                         *CURRENT SURVEY CONTROL
 AI6066  ___________________________________________________________________
 AI6066* NAD 83(1986)-  43 40 10.     (N)    088 35 57.     (W)     SCALED    
 AI6066* NAVD 88     -       270.157  (meters)     886.34   (feet)  ADJUSTED  
 AI6066  ___________________________________________________________________
 AI6066  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 AI6066  DYNAMIC HT  -         270.096 (meters)     886.14  (feet)  COMP
 AI6066  MODELED GRAV-     980,386.7   (mgal)                       NAVD 88
 AI6066
 AI6066  VERT ORDER  -  SECOND    CLASS I
 AI6066
 AI6066.The horizontal coordinates were scaled from a topographic map and have
 AI6066.an estimated accuracy of +/- 6 seconds.
 AI6066
 AI6066.The orthometric height was determined by differential leveling
 AI6066.and adjusted by the National Geodetic Survey in October 2000..
 AI6066
 AI6066.The geoid height was determined by GEOID03.
 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     -   186,410.      712,970.      MT  (+/- 180 meters Scaled)
 AI6066
 AI6066                          SUPERSEDED SURVEY CONTROL
 AI6066
 AI6066.No superseded survey control is available for this station.
 AI6066
 AI6066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP710364(NAD 83)
 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 - July 28, 2004
 AI6066
 AI6066  HISTORY     - Date     Condition        Report By
 AI6066  HISTORY     - 1999     MONUMENTED       WIDT
 AI6066  HISTORY     - 20030730 GOOD             USPSQD
 AI6066  HISTORY     - 20040728 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6067 ***********************************************************************
 AI6067  DESIGNATION -  3W72
 AI6067  PID         -  AI6067
 AI6067  STATE/COUNTY-  WI/FOND DU LAC
 AI6067  USGS QUAD   -  OAKFIELD (1980)
 AI6067
 AI6067                         *CURRENT SURVEY CONTROL
 AI6067  ___________________________________________________________________
 AI6067* NAD 83(1986)-  43 40 06.     (N)    088 34 26.     (W)     SCALED    
 AI6067* NAVD 88     -       276.138  (meters)     905.96   (feet)  ADJUSTED  
 AI6067  ___________________________________________________________________
 AI6067  GEOID HEIGHT-         -35.50  (meters)                     GEOID03
 AI6067  DYNAMIC HT  -         276.075 (meters)     905.76  (feet)  COMP
 AI6067  MODELED GRAV-     980,385.9   (mgal)                       NAVD 88
 AI6067
 AI6067  VERT ORDER  -  SECOND    CLASS I
 AI6067
 AI6067.The horizontal coordinates were scaled from a topographic map and have
 AI6067.an estimated accuracy of +/- 6 seconds.
 AI6067
 AI6067.The orthometric height was determined by differential leveling
 AI6067.and adjusted by the National Geodetic Survey in October 2000..
 AI6067
 AI6067.The geoid height was determined by GEOID03.
 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     -   186,320.      715,010.      MT  (+/- 180 meters Scaled)
 AI6067
 AI6067                          SUPERSEDED SURVEY CONTROL
 AI6067
 AI6067.No superseded survey control is available for this station.
 AI6067
 AI6067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP731362(NAD 83)
 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 - July 28, 2004
 AI6067
 AI6067  HISTORY     - Date     Condition        Report By
 AI6067  HISTORY     - 1999     MONUMENTED       WIDT
 AI6067  HISTORY     - 20030730 GOOD             USPSQD
 AI6067  HISTORY     - 20040728 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6068 ***********************************************************************
 AI6068  DESIGNATION -  3W73
 AI6068  PID         -  AI6068
 AI6068  STATE/COUNTY-  WI/FOND DU LAC
 AI6068  USGS QUAD   -  OAKFIELD (1980)
 AI6068
 AI6068                         *CURRENT SURVEY CONTROL
 AI6068  ___________________________________________________________________
 AI6068* NAD 83(1986)-  43 40 32.     (N)    088 33 26.     (W)     SCALED    
 AI6068* NAVD 88     -       292.081  (meters)     958.27   (feet)  ADJUSTED  
 AI6068  ___________________________________________________________________
 AI6068  GEOID HEIGHT-         -35.51  (meters)                     GEOID03
 AI6068  DYNAMIC HT  -         292.015 (meters)     958.05  (feet)  COMP
 AI6068  MODELED GRAV-     980,386.8   (mgal)                       NAVD 88
 AI6068
 AI6068  VERT ORDER  -  SECOND    CLASS I
 AI6068
 AI6068.The horizontal coordinates were scaled from a topographic map and have
 AI6068.an estimated accuracy of +/- 6 seconds.
 AI6068
 AI6068.The orthometric height was determined by differential leveling
 AI6068.and adjusted by the National Geodetic Survey in October 2000..
 AI6068
 AI6068.The geoid height was determined by GEOID03.
 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     -   187,150.      716,340.      MT  (+/- 180 meters Scaled)
 AI6068
 AI6068                          SUPERSEDED SURVEY CONTROL
 AI6068
 AI6068.No superseded survey control is available for this station.
 AI6068
 AI6068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP744370(NAD 83)
 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 SUITABLE FOR
 AI6068+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2004
 AI6068
 AI6068  HISTORY     - Date     Condition        Report By
 AI6068  HISTORY     - 1999     MONUMENTED       WIDT
 AI6068  HISTORY     - 20030730 GOOD             USPSQD
 AI6068  HISTORY     - 20040728 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6070 ***********************************************************************
 AI6070  DESIGNATION -  3W74
 AI6070  PID         -  AI6070
 AI6070  STATE/COUNTY-  WI/FOND DU LAC
 AI6070  USGS QUAD   -  OAKFIELD (1980)
 AI6070
 AI6070                         *CURRENT SURVEY CONTROL
 AI6070  ___________________________________________________________________
 AI6070* NAD 83(1997)-  43 41 09.52788(N)    088 32 50.37993(W)     ADJUSTED  
 AI6070* NAVD 88     -       272.326  (meters)     893.46   (feet)  ADJUSTED  
 AI6070  ___________________________________________________________________
 AI6070  X           -     117,117.858 (meters)                     COMP
 AI6070  Y           -  -4,618,330.887 (meters)                     COMP
 AI6070  Z           -   4,383,090.736 (meters)                     COMP
 AI6070  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 AI6070  ELLIP HEIGHT-         236.78  (meters)          (11/17/00) GPS OBS
 AI6070  GEOID HEIGHT-         -35.54  (meters)                     GEOID03
 AI6070  DYNAMIC HT  -         272.265 (meters)     893.26  (feet)  COMP
 AI6070  MODELED GRAV-     980,388.6   (mgal)                       NAVD 88
 AI6070
 AI6070  HORZ ORDER  -  FIRST
 AI6070  VERT ORDER  -  SECOND    CLASS I
 AI6070  ELLP ORDER  -  THIRD     CLASS II
 AI6070
 AI6070.The horizontal coordinates were established by GPS observations
 AI6070.and adjusted by the National Geodetic Survey in July 2000..
 AI6070
 AI6070.The orthometric height was determined by differential leveling
 AI6070.and adjusted by the National Geodetic Survey in October 2000..
 AI6070
 AI6070.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6070
 AI6070.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6070
 AI6070.The ellipsoidal height was determined by GPS observations
 AI6070.and is referenced to NAD 83.
 AI6070
 AI6070.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI6070;SPC WI S     -   188,317.982   717,113.685   MT  0.99994487   +0 59 53.3
 AI6070;SPC WI S     -   617,839.91  2,352,730.48   sFT  0.99994487   +0 59 53.3
 AI6070;UTM  16      - 4,838,159.542   375,291.230   MT  0.99979129   -1 04 08.0
 AI6070
 AI6070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6070!SPC WI S     -   0.99996287  x   0.99994487  =   0.99990774
 AI6070!UTM  16      -   0.99996287  x   0.99979129  =   0.99975417
 AI6070
 AI6070                          SUPERSEDED SURVEY CONTROL
 AI6070
 AI6070  ELLIP H (07/06/00)  236.78   (m)                       GP(       ) 2 1
 AI6070  NAVD 88 (07/06/00)  272.32   (m)          893.4    (f) LEVELING    3  
 AI6070
 AI6070.Superseded values are not recommended for survey control.
 AI6070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6070.See file dsdata.txt to determine how the superseded data were derived.
 AI6070
 AI6070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7529138160(NAD 83)
 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 SUITABLE FOR
 AI6070+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2004
 AI6070
 AI6070  HISTORY     - Date     Condition        Report By
 AI6070  HISTORY     - 1999     MONUMENTED       WIDT
 AI6070  HISTORY     - 20030730 GOOD             USPSQD
 AI6070  HISTORY     - 20040720 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6071 ***********************************************************************
 AI6071  DESIGNATION -  3W75
 AI6071  PID         -  AI6071
 AI6071  STATE/COUNTY-  WI/FOND DU LAC
 AI6071  USGS QUAD   -  OAKFIELD (1980)
 AI6071
 AI6071                         *CURRENT SURVEY CONTROL
 AI6071  ___________________________________________________________________
 AI6071* NAD 83(1986)-  43 41 14.     (N)    088 31 41.     (W)     SCALED    
 AI6071* NAVD 88     -       277.788  (meters)     911.38   (feet)  ADJUSTED  
 AI6071  ___________________________________________________________________
 AI6071  GEOID HEIGHT-         -35.53  (meters)                     GEOID03
 AI6071  DYNAMIC HT  -         277.726 (meters)     911.17  (feet)  COMP
 AI6071  MODELED GRAV-     980,389.0   (mgal)                       NAVD 88
 AI6071
 AI6071  VERT ORDER  -  SECOND    CLASS I
 AI6071
 AI6071.The horizontal coordinates were scaled from a topographic map and have
 AI6071.an estimated accuracy of +/- 6 seconds.
 AI6071
 AI6071.The orthometric height was determined by differential leveling
 AI6071.and adjusted by the National Geodetic Survey in October 2000..
 AI6071
 AI6071.The geoid height was determined by GEOID03.
 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     -   188,480.      718,670.      MT  (+/- 180 meters Scaled)
 AI6071
 AI6071                          SUPERSEDED SURVEY CONTROL
 AI6071
 AI6071.No superseded survey control is available for this station.
 AI6071
 AI6071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP768382(NAD 83)
 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 - July 20, 2004
 AI6071
 AI6071  HISTORY     - Date     Condition        Report By
 AI6071  HISTORY     - 1999     MONUMENTED       WIDT
 AI6071  HISTORY     - 20030730 GOOD             USPSQD
 AI6071  HISTORY     - 20040720 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6072 ***********************************************************************
 AI6072  DESIGNATION -  3W76
 AI6072  PID         -  AI6072
 AI6072  STATE/COUNTY-  WI/FOND DU LAC
 AI6072  USGS QUAD   -  OAKFIELD (1980)
 AI6072
 AI6072                         *CURRENT SURVEY CONTROL
 AI6072  ___________________________________________________________________
 AI6072* NAD 83(1986)-  43 41 52.     (N)    088 31 27.     (W)     SCALED    
 AI6072* NAVD 88     -       270.033  (meters)     885.93   (feet)  ADJUSTED  
 AI6072  ___________________________________________________________________
 AI6072  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 AI6072  DYNAMIC HT  -         269.973 (meters)     885.74  (feet)  COMP
 AI6072  MODELED GRAV-     980,390.9   (mgal)                       NAVD 88
 AI6072
 AI6072  VERT ORDER  -  SECOND    CLASS I
 AI6072
 AI6072.The horizontal coordinates were scaled from a topographic map and have
 AI6072.an estimated accuracy of +/- 6 seconds.
 AI6072
 AI6072.The orthometric height was determined by differential leveling
 AI6072.and adjusted by the National Geodetic Survey in October 2000..
 AI6072
 AI6072.The geoid height was determined by GEOID03.
 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     -   189,660.      718,960.      MT  (+/- 180 meters Scaled)
 AI6072
 AI6072                          SUPERSEDED SURVEY CONTROL
 AI6072
 AI6072.No superseded survey control is available for this station.
 AI6072
 AI6072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP771394(NAD 83)
 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 - August 11, 2004
 AI6072
 AI6072  HISTORY     - Date     Condition        Report By
 AI6072  HISTORY     - 1999     MONUMENTED       WIDT
 AI6072  HISTORY     - 20030730 GOOD             USPSQD
 AI6072  HISTORY     - 20040811 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6078 ***********************************************************************
 AI6078  DESIGNATION -  3W77
 AI6078  PID         -  AI6078
 AI6078  STATE/COUNTY-  WI/FOND DU LAC
 AI6078  USGS QUAD   -  OAKFIELD (1980)
 AI6078
 AI6078                         *CURRENT SURVEY CONTROL
 AI6078  ___________________________________________________________________
 AI6078* NAD 83(1986)-  43 42 29.     (N)    088 30 06.     (W)     SCALED    
 AI6078* NAVD 88     -       258.229  (meters)     847.21   (feet)  ADJUSTED  
 AI6078  ___________________________________________________________________
 AI6078  GEOID HEIGHT-         -35.58  (meters)                     GEOID03
 AI6078  DYNAMIC HT  -         258.172 (meters)     847.02  (feet)  COMP
 AI6078  MODELED GRAV-     980,393.6   (mgal)                       NAVD 88
 AI6078
 AI6078  VERT ORDER  -  SECOND    CLASS I
 AI6078
 AI6078.The horizontal coordinates were scaled from a topographic map and have
 AI6078.an estimated accuracy of +/- 6 seconds.
 AI6078
 AI6078.The orthometric height was determined by differential leveling
 AI6078.and adjusted by the National Geodetic Survey in October 2000..
 AI6078
 AI6078.The geoid height was determined by GEOID03.
 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     -   190,840.      720,750.      MT  (+/- 180 meters Scaled)
 AI6078
 AI6078                          SUPERSEDED SURVEY CONTROL
 AI6078
 AI6078.No superseded survey control is available for this station.
 AI6078
 AI6078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP790405(NAD 83)
 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 - August 11, 2004
 AI6078
 AI6078  HISTORY     - Date     Condition        Report By
 AI6078  HISTORY     - 1999     MONUMENTED       WIDT
 AI6078  HISTORY     - 20030730 GOOD             USPSQD
 AI6078  HISTORY     - 20040811 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6077 ***********************************************************************
 AI6077  DESIGNATION -  3W78
 AI6077  PID         -  AI6077
 AI6077  STATE/COUNTY-  WI/FOND DU LAC
 AI6077  USGS QUAD   -  BYRON (1974)
 AI6077
 AI6077                         *CURRENT SURVEY CONTROL
 AI6077  ___________________________________________________________________
 AI6077* NAD 83(1986)-  43 42 56.     (N)    088 29 40.     (W)     SCALED    
 AI6077* NAVD 88     -       255.171  (meters)     837.17   (feet)  ADJUSTED  
 AI6077  ___________________________________________________________________
 AI6077  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 AI6077  DYNAMIC HT  -         255.115 (meters)     836.99  (feet)  COMP
 AI6077  MODELED GRAV-     980,395.1   (mgal)                       NAVD 88
 AI6077
 AI6077  VERT ORDER  -  SECOND    CLASS I
 AI6077
 AI6077.The horizontal coordinates were scaled from a topographic map and have
 AI6077.an estimated accuracy of +/- 6 seconds.
 AI6077
 AI6077.The orthometric height was determined by differential leveling
 AI6077.and adjusted by the National Geodetic Survey in October 2000..
 AI6077
 AI6077.The geoid height was determined by GEOID03.
 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     -   191,680.      721,320.      MT  (+/- 180 meters Scaled)
 AI6077
 AI6077                          SUPERSEDED SURVEY CONTROL
 AI6077
 AI6077.No superseded survey control is available for this station.
 AI6077
 AI6077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP796413(NAD 83)
 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 - August 05, 2004
 AI6077
 AI6077  HISTORY     - Date     Condition        Report By
 AI6077  HISTORY     - 1999     MONUMENTED       WIDT
 AI6077  HISTORY     - 20030730 GOOD             USPSQD
 AI6077  HISTORY     - 20040805 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6076 ***********************************************************************
 AI6076  DESIGNATION -  3W79
 AI6076  PID         -  AI6076
 AI6076  STATE/COUNTY-  WI/FOND DU LAC
 AI6076  USGS QUAD   -  BYRON (1974)
 AI6076
 AI6076                         *CURRENT SURVEY CONTROL
 AI6076  ___________________________________________________________________
 AI6076* NAD 83(1986)-  43 44 32.     (N)    088 29 34.     (W)     SCALED    
 AI6076* NAVD 88     -       259.617  (meters)     851.76   (feet)  ADJUSTED  
 AI6076  ___________________________________________________________________
 AI6076  GEOID HEIGHT-         -35.66  (meters)                     GEOID03
 AI6076  DYNAMIC HT  -         259.561 (meters)     851.58  (feet)  COMP
 AI6076  MODELED GRAV-     980,398.8   (mgal)                       NAVD 88
 AI6076
 AI6076  VERT ORDER  -  SECOND    CLASS I
 AI6076
 AI6076.The horizontal coordinates were scaled from a topographic map and have
 AI6076.an estimated accuracy of +/- 6 seconds.
 AI6076
 AI6076.The orthometric height was determined by differential leveling
 AI6076.and adjusted by the National Geodetic Survey in October 2000..
 AI6076
 AI6076.The geoid height was determined by GEOID03.
 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     -   194,640.      721,400.      MT  (+/- 180 meters Scaled)
 AI6076
 AI6076                          SUPERSEDED SURVEY CONTROL
 AI6076
 AI6076.No superseded survey control is available for this station.
 AI6076
 AI6076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP798443(NAD 83)
 AI6076_MARKER: DD = SURVEY DISK
 AI6076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6076_STAMPING: 3W79 1999
 AI6076_MARK LOGO: WIDT  
 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 - August 11, 2004
 AI6076
 AI6076  HISTORY     - Date     Condition        Report By
 AI6076  HISTORY     - 1999     MONUMENTED       WIDT
 AI6076  HISTORY     - 20030730 GOOD             USPSQD
 AI6076  HISTORY     - 20040811 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6075 ***********************************************************************
 AI6075  DESIGNATION -  3W80
 AI6075  PID         -  AI6075
 AI6075  STATE/COUNTY-  WI/FOND DU LAC
 AI6075  USGS QUAD   -  BYRON (1974)
 AI6075
 AI6075                         *CURRENT SURVEY CONTROL
 AI6075  ___________________________________________________________________
 AI6075* NAD 83(1986)-  43 44 36.     (N)    088 29 55.     (W)     SCALED    
 AI6075* NAVD 88     -       257.316  (meters)     844.21   (feet)  ADJUSTED  
 AI6075  ___________________________________________________________________
 AI6075  GEOID HEIGHT-         -35.67  (meters)                     GEOID03
 AI6075  DYNAMIC HT  -         257.261 (meters)     844.03  (feet)  COMP
 AI6075  MODELED GRAV-     980,398.5   (mgal)                       NAVD 88
 AI6075
 AI6075  VERT ORDER  -  SECOND    CLASS I
 AI6075
 AI6075.The horizontal coordinates were scaled from a topographic map and have
 AI6075.an estimated accuracy of +/- 6 seconds.
 AI6075
 AI6075.The orthometric height was determined by differential leveling
 AI6075.and adjusted by the National Geodetic Survey in October 2000..
 AI6075
 AI6075.The geoid height was determined by GEOID03.
 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     -   194,760.      720,930.      MT  (+/- 180 meters Scaled)
 AI6075
 AI6075                          SUPERSEDED SURVEY CONTROL
 AI6075
 AI6075.No superseded survey control is available for this station.
 AI6075
 AI6075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP793444(NAD 83)
 AI6075_MARKER: DD = SURVEY DISK
 AI6075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6075_STAMPING: 3W80 1999
 AI6075_MARK LOGO: WIDT  
 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 - August 11, 2004
 AI6075
 AI6075  HISTORY     - Date     Condition        Report By
 AI6075  HISTORY     - 1999     MONUMENTED       WIDT
 AI6075  HISTORY     - 20030730 GOOD             USPSQD
 AI6075  HISTORY     - 20040811 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6074 ***********************************************************************
 AI6074  DESIGNATION -  3W81
 AI6074  PID         -  AI6074
 AI6074  STATE/COUNTY-  WI/FOND DU LAC
 AI6074  USGS QUAD   -  ELDORADO (1992)
 AI6074
 AI6074                         *CURRENT SURVEY CONTROL
 AI6074  ___________________________________________________________________
 AI6074* NAD 83(1986)-  43 45 01.     (N)    088 30 08.     (W)     SCALED    
 AI6074* NAVD 88     -       260.543  (meters)     854.80   (feet)  ADJUSTED  
 AI6074  ___________________________________________________________________
 AI6074  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 AI6074  DYNAMIC HT  -         260.487 (meters)     854.61  (feet)  COMP
 AI6074  MODELED GRAV-     980,399.3   (mgal)                       NAVD 88
 AI6074
 AI6074  VERT ORDER  -  SECOND    CLASS I
 AI6074
 AI6074.The horizontal coordinates were scaled from a topographic map and have
 AI6074.an estimated accuracy of +/- 6 seconds.
 AI6074
 AI6074.The orthometric height was determined by differential leveling
 AI6074.and adjusted by the National Geodetic Survey in October 2000..
 AI6074
 AI6074.The geoid height was determined by GEOID03.
 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     -   195,530.      720,620.      MT  (+/- 180 meters Scaled)
 AI6074
 AI6074                          SUPERSEDED SURVEY CONTROL
 AI6074
 AI6074.No superseded survey control is available for this station.
 AI6074
 AI6074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP790452(NAD 83)
 AI6074_MARKER: DD = SURVEY DISK
 AI6074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6074_STAMPING: 3W81 1999
 AI6074_MARK LOGO: WIDT  
 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 - August 11, 2004
 AI6074
 AI6074  HISTORY     - Date     Condition        Report By
 AI6074  HISTORY     - 1999     MONUMENTED       WIDT
 AI6074  HISTORY     - 20030730 GOOD             USPSQD
 AI6074  HISTORY     - 20040811 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6073 ***********************************************************************
 AI6073  DESIGNATION -  3W82
 AI6073  PID         -  AI6073
 AI6073  STATE/COUNTY-  WI/FOND DU LAC
 AI6073  USGS QUAD   -  ELDORADO (1992)
 AI6073
 AI6073                         *CURRENT SURVEY CONTROL
 AI6073  ___________________________________________________________________
 AI6073* NAD 83(1986)-  43 45 58.     (N)    088 30 12.     (W)     SCALED    
 AI6073* NAVD 88     -       242.896  (meters)     796.90   (feet)  ADJUSTED  
 AI6073  ___________________________________________________________________
 AI6073  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 AI6073  DYNAMIC HT  -         242.844 (meters)     796.73  (feet)  COMP
 AI6073  MODELED GRAV-     980,400.9   (mgal)                       NAVD 88
 AI6073
 AI6073  VERT ORDER  -  SECOND    CLASS I
 AI6073
 AI6073.The horizontal coordinates were scaled from a topographic map and have
 AI6073.an estimated accuracy of +/- 6 seconds.
 AI6073
 AI6073.The orthometric height was determined by differential leveling
 AI6073.and adjusted by the National Geodetic Survey in October 2000..
 AI6073
 AI6073.The geoid height was determined by GEOID03.
 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     -   197,280.      720,500.      MT  (+/- 180 meters Scaled)
 AI6073
 AI6073                          SUPERSEDED SURVEY CONTROL
 AI6073
 AI6073.No superseded survey control is available for this station.
 AI6073
 AI6073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP789469(NAD 83)
 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 - August 06, 2004
 AI6073
 AI6073  HISTORY     - Date     Condition        Report By
 AI6073  HISTORY     - 1999     MONUMENTED       WIDT
 AI6073  HISTORY     - 20030722 GOOD             USPSQD
 AI6073  HISTORY     - 20040806 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6055 ***********************************************************************
 AI6055  DESIGNATION -  3W83
 AI6055  PID         -  AI6055
 AI6055  STATE/COUNTY-  WI/FOND DU LAC
 AI6055  USGS QUAD   -  FOND DU LAC (1992)
 AI6055
 AI6055                         *CURRENT SURVEY CONTROL
 AI6055  ___________________________________________________________________
 AI6055* NAD 83(1986)-  43 47 09.     (N)    088 29 22.     (W)     SCALED    
 AI6055* NAVD 88     -       235.096  (meters)     771.31   (feet)  ADJUSTED  
 AI6055  ___________________________________________________________________
 AI6055  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 AI6055  DYNAMIC HT  -         235.046 (meters)     771.15  (feet)  COMP
 AI6055  MODELED GRAV-     980,403.6   (mgal)                       NAVD 88
 AI6055
 AI6055  VERT ORDER  -  SECOND    CLASS I
 AI6055
 AI6055.The horizontal coordinates were scaled from a topographic map and have
 AI6055.an estimated accuracy of +/- 6 seconds.
 AI6055
 AI6055.The orthometric height was determined by differential leveling
 AI6055.and adjusted by the National Geodetic Survey in October 2000..
 AI6055
 AI6055.The geoid height was determined by GEOID03.
 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     -   199,490.      721,580.      MT  (+/- 180 meters Scaled)
 AI6055
 AI6055                          SUPERSEDED SURVEY CONTROL
 AI6055
 AI6055.No superseded survey control is available for this station.
 AI6055
 AI6055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP801491(NAD 83)
 AI6055_MARKER: DD = SURVEY DISK
 AI6055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6055_STAMPING: 3W83 1999
 AI6055_MARK LOGO: WIDT  
 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 - June 19, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6054 ***********************************************************************
 AI6054  DESIGNATION -  3W84
 AI6054  PID         -  AI6054
 AI6054  STATE/COUNTY-  WI/FOND DU LAC
 AI6054  USGS QUAD   -  FOND DU LAC (1992)
 AI6054
 AI6054                         *CURRENT SURVEY CONTROL
 AI6054  ___________________________________________________________________
 AI6054* NAD 83(1986)-  43 47 44.     (N)    088 28 45.     (W)     SCALED    
 AI6054* NAVD 88     -       231.537  (meters)     759.63   (feet)  ADJUSTED  
 AI6054  ___________________________________________________________________
 AI6054  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 AI6054  DYNAMIC HT  -         231.489 (meters)     759.48  (feet)  COMP
 AI6054  MODELED GRAV-     980,405.4   (mgal)                       NAVD 88
 AI6054
 AI6054  VERT ORDER  -  SECOND    CLASS I
 AI6054
 AI6054.The horizontal coordinates were scaled from a topographic map and have
 AI6054.an estimated accuracy of +/- 6 seconds.
 AI6054
 AI6054.The orthometric height was determined by differential leveling
 AI6054.and adjusted by the National Geodetic Survey in October 2000..
 AI6054
 AI6054.The geoid height was determined by GEOID03.
 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     -   200,590.      722,390.      MT  (+/- 180 meters Scaled)
 AI6054
 AI6054                          SUPERSEDED SURVEY CONTROL
 AI6054
 AI6054.No superseded survey control is available for this station.
 AI6054
 AI6054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP810502(NAD 83)
 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 - April 05, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI9584 ***********************************************************************
 AI9584  DESIGNATION -  3W85
 AI9584  PID         -  AI9584
 AI9584  STATE/COUNTY-  WI/FOND DU LAC
 AI9584  USGS QUAD   -  FOND DU LAC (1992)
 AI9584
 AI9584                         *CURRENT SURVEY CONTROL
 AI9584  ___________________________________________________________________
 AI9584* NAD 83(1986)-  43 48 06.     (N)    088 29 20.     (W)     SCALED    
 AI9584* NAVD 88     -       236.433  (meters)     775.70   (feet)  ADJUSTED  
 AI9584  ___________________________________________________________________
 AI9584  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 AI9584  DYNAMIC HT  -         236.383 (meters)     775.53  (feet)  COMP
 AI9584  MODELED GRAV-     980,404.7   (mgal)                       NAVD 88
 AI9584
 AI9584  VERT ORDER  -  SECOND    CLASS I
 AI9584
 AI9584.The horizontal coordinates were scaled from a topographic map and have
 AI9584.an estimated accuracy of +/- 6 seconds.
 AI9584
 AI9584.The orthometric height was determined by differential leveling
 AI9584.and adjusted by the National Geodetic Survey in February 2001..
 AI9584
 AI9584.The geoid height was determined by GEOID03.
 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     -   201,250.      721,590.      MT  (+/- 180 meters Scaled)
 AI9584
 AI9584                          SUPERSEDED SURVEY CONTROL
 AI9584
 AI9584.No superseded survey control is available for this station.
 AI9584
 AI9584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP802509(NAD 83)
 AI9584_MARKER: DD = SURVEY DISK
 AI9584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9584_STAMPING: 3W85 2000
 AI9584_MARK LOGO: WIDT  
 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 25, 2005
 AI9584
 AI9584  HISTORY     - Date     Condition        Report By
 AI9584  HISTORY     - 1999     MONUMENTED       WIDT
 AI9584  HISTORY     - 20030722 GOOD             USPSQD
 AI9584  HISTORY     - 20050525 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI9511 ***********************************************************************
 AI9511  DESIGNATION -  3W86
 AI9511  PID         -  AI9511
 AI9511  STATE/COUNTY-  WI/FOND DU LAC
 AI9511  USGS QUAD   -  ELDORADO (1992)
 AI9511
 AI9511                         *CURRENT SURVEY CONTROL
 AI9511  ___________________________________________________________________
 AI9511* NAD 83(1986)-  43 48 40.     (N)    088 30 20.     (W)     SCALED    
 AI9511* NAVD 88     -       239.159  (meters)     784.64   (feet)  ADJUSTED  
 AI9511  ___________________________________________________________________
 AI9511  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 AI9511  DYNAMIC HT  -         239.108 (meters)     784.47  (feet)  COMP
 AI9511  MODELED GRAV-     980,404.4   (mgal)                       NAVD 88
 AI9511
 AI9511  VERT ORDER  -  SECOND    CLASS I
 AI9511
 AI9511.The horizontal coordinates were scaled from a topographic map and have
 AI9511.an estimated accuracy of +/- 6 seconds.
 AI9511
 AI9511.The orthometric height was determined by differential leveling
 AI9511.and adjusted by the National Geodetic Survey in February 2001..
 AI9511
 AI9511.The geoid height was determined by GEOID03.
 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     -   202,280.      720,230.      MT  (+/- 180 meters Scaled)
 AI9511
 AI9511                          SUPERSEDED SURVEY CONTROL
 AI9511
 AI9511.No superseded survey control is available for this station.
 AI9511
 AI9511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP789519(NAD 83)
 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 - May 23, 2005
 AI9511
 AI9511  HISTORY     - Date     Condition        Report By
 AI9511  HISTORY     - 1999     MONUMENTED       WIDT
 AI9511  HISTORY     - 20030722 GOOD             USPSQD
 AI9511  HISTORY     - 20050523 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI9586 ***********************************************************************
 AI9586  DESIGNATION -  3W87
 AI9586  PID         -  AI9586
 AI9586  STATE/COUNTY-  WI/FOND DU LAC
 AI9586  USGS QUAD   -  ELDORADO (1992)
 AI9586
 AI9586                         *CURRENT SURVEY CONTROL
 AI9586  ___________________________________________________________________
 AI9586* NAD 83(1986)-  43 49 15.     (N)    088 31 07.     (W)     SCALED    
 AI9586* NAVD 88     -       244.136  (meters)     800.97   (feet)  ADJUSTED  
 AI9586  ___________________________________________________________________
 AI9586  GEOID HEIGHT-         -35.85  (meters)                     GEOID03
 AI9586  DYNAMIC HT  -         244.085 (meters)     800.80  (feet)  COMP
 AI9586  MODELED GRAV-     980,403.8   (mgal)                       NAVD 88
 AI9586
 AI9586  VERT ORDER  -  SECOND    CLASS I
 AI9586
 AI9586.The horizontal coordinates were scaled from a topographic map and have
 AI9586.an estimated accuracy of +/- 6 seconds.
 AI9586
 AI9586.The orthometric height was determined by differential leveling
 AI9586.and adjusted by the National Geodetic Survey in February 2001..
 AI9586
 AI9586.The geoid height was determined by GEOID03.
 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     -   203,340.      719,160.      MT  (+/- 180 meters Scaled)
 AI9586
 AI9586                          SUPERSEDED SURVEY CONTROL
 AI9586
 AI9586.No superseded survey control is available for this station.
 AI9586
 AI9586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP778530(NAD 83)
 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 - May 23, 2005
 AI9586
 AI9586  HISTORY     - Date     Condition        Report By
 AI9586  HISTORY     - 2000     MONUMENTED       WIDT
 AI9586  HISTORY     - 20030722 GOOD             USPSQD
 AI9586  HISTORY     - 20050523 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI9512 ***********************************************************************
 AI9512  DESIGNATION -  3W88
 AI9512  PID         -  AI9512
 AI9512  STATE/COUNTY-  WI/FOND DU LAC
 AI9512  USGS QUAD   -  ELDORADO (1992)
 AI9512
 AI9512                         *CURRENT SURVEY CONTROL
 AI9512  ___________________________________________________________________
 AI9512* NAD 83(1986)-  43 50 08.     (N)    088 31 19.     (W)     SCALED    
 AI9512* NAVD 88     -       247.375  (meters)     811.60   (feet)  ADJUSTED  
 AI9512  ___________________________________________________________________
 AI9512  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 AI9512  DYNAMIC HT  -         247.323 (meters)     811.43  (feet)  COMP
 AI9512  MODELED GRAV-     980,404.3   (mgal)                       NAVD 88
 AI9512
 AI9512  VERT ORDER  -  SECOND    CLASS I
 AI9512
 AI9512.The horizontal coordinates were scaled from a topographic map and have
 AI9512.an estimated accuracy of +/- 6 seconds.
 AI9512
 AI9512.The orthometric height was determined by differential leveling
 AI9512.and adjusted by the National Geodetic Survey in February 2001..
 AI9512
 AI9512.The geoid height was determined by GEOID03.
 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     -   204,970.      718,870.      MT  (+/- 180 meters Scaled)
 AI9512
 AI9512                          SUPERSEDED SURVEY CONTROL
 AI9512
 AI9512.No superseded survey control is available for this station.
 AI9512
 AI9512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP776547(NAD 83)
 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 - June 13, 2005
 AI9512
 AI9512  HISTORY     - Date     Condition        Report By
 AI9512  HISTORY     - 1999     MONUMENTED       WIDT
 AI9512  HISTORY     - 20030722 GOOD             USPSQD
 AI9512  HISTORY     - 20050613 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI9571 ***********************************************************************
 AI9571  DESIGNATION -  3W89
 AI9571  PID         -  AI9571
 AI9571  STATE/COUNTY-  WI/FOND DU LAC
 AI9571  USGS QUAD   -  ELDORADO (1992)
 AI9571
 AI9571                         *CURRENT SURVEY CONTROL
 AI9571  ___________________________________________________________________
 AI9571* NAD 83(1986)-  43 51 07.     (N)    088 31 31.     (W)     SCALED    
 AI9571* NAVD 88     -       250.888  (meters)     823.12   (feet)  ADJUSTED  
 AI9571  ___________________________________________________________________
 AI9571  GEOID HEIGHT-         -35.92  (meters)                     GEOID03
 AI9571  DYNAMIC HT  -         250.836 (meters)     822.95  (feet)  COMP
 AI9571  MODELED GRAV-     980,404.6   (mgal)                       NAVD 88
 AI9571
 AI9571  VERT ORDER  -  SECOND    CLASS I
 AI9571
 AI9571.The horizontal coordinates were scaled from a topographic map and have
 AI9571.an estimated accuracy of +/- 6 seconds.
 AI9571
 AI9571.The orthometric height was determined by differential leveling
 AI9571.and adjusted by the National Geodetic Survey in February 2001..
 AI9571
 AI9571.The geoid height was determined by GEOID03.
 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     -   206,790.      718,570.      MT  (+/- 180 meters Scaled)
 AI9571
 AI9571                          SUPERSEDED SURVEY CONTROL
 AI9571
 AI9571.No superseded survey control is available for this station.
 AI9571
 AI9571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP774565(NAD 83)
 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 - June 13, 2005
 AI9571
 AI9571  HISTORY     - Date     Condition        Report By
 AI9571  HISTORY     - 1999     MONUMENTED       WIDT
 AI9571  HISTORY     - 20030722 GOOD             USPSQD
 AI9571  HISTORY     - 20050613 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI9513 ***********************************************************************
 AI9513  DESIGNATION -  3W90
 AI9513  PID         -  AI9513
 AI9513  STATE/COUNTY-  WI/FOND DU LAC
 AI9513  USGS QUAD   -  ELDORADO (1992)
 AI9513
 AI9513                         *CURRENT SURVEY CONTROL
 AI9513  ___________________________________________________________________
 AI9513* NAD 83(1986)-  43 51 51.     (N)    088 31 25.     (W)     SCALED    
 AI9513* NAVD 88     -       247.679  (meters)     812.59   (feet)  ADJUSTED  
 AI9513  ___________________________________________________________________
 AI9513  GEOID HEIGHT-         -35.95  (meters)                     GEOID03
 AI9513  DYNAMIC HT  -         247.627 (meters)     812.42  (feet)  COMP
 AI9513  MODELED GRAV-     980,404.9   (mgal)                       NAVD 88
 AI9513
 AI9513  VERT ORDER  -  SECOND    CLASS I
 AI9513
 AI9513.The horizontal coordinates were scaled from a topographic map and have
 AI9513.an estimated accuracy of +/- 6 seconds.
 AI9513
 AI9513.The orthometric height was determined by differential leveling
 AI9513.and adjusted by the National Geodetic Survey in February 2001..
 AI9513
 AI9513.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 AI9513;SPC WI S     -   208,150.      718,680.      MT  (+/- 180 meters Scaled)
 AI9513
 AI9513                          SUPERSEDED SURVEY CONTROL
 AI9513
 AI9513.No superseded survey control is available for this station.
 AI9513
 AI9513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP775579(NAD 83)
 AI9513_MARKER: DD = SURVEY DISK
 AI9513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9513_STAMPING: 3W90 2000
 AI9513_MARK LOGO: WIDT  
 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 13, 2005
 AI9513
 AI9513  HISTORY     - Date     Condition        Report By
 AI9513  HISTORY     - 1999     MONUMENTED       WIDT
 AI9513  HISTORY     - 20030722 GOOD             USPSQD
 AI9513  HISTORY     - 20050613 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI9514 ***********************************************************************
 AI9514  DESIGNATION -  3W91
 AI9514  PID         -  AI9514
 AI9514  STATE/COUNTY-  WI/FOND DU LAC
 AI9514  USGS QUAD   -  ELDORADO (1992)
 AI9514
 AI9514                         *CURRENT SURVEY CONTROL
 AI9514  ___________________________________________________________________
 AI9514* NAD 83(1986)-  43 52 08.     (N)    088 32 36.     (W)     SCALED    
 AI9514* NAVD 88     -       254.262  (meters)     834.19   (feet)  ADJUSTED  
 AI9514  ___________________________________________________________________
 AI9514  GEOID HEIGHT-         -35.96  (meters)                     GEOID03
 AI9514  DYNAMIC HT  -         254.209 (meters)     834.02  (feet)  COMP
 AI9514  MODELED GRAV-     980,403.6   (mgal)                       NAVD 88
 AI9514
 AI9514  VERT ORDER  -  SECOND    CLASS I
 AI9514
 AI9514.The horizontal coordinates were scaled from a topographic map and have
 AI9514.an estimated accuracy of +/- 6 seconds.
 AI9514
 AI9514.The orthometric height was determined by differential leveling
 AI9514.and adjusted by the National Geodetic Survey in February 2001..
 AI9514
 AI9514.The geoid height was determined by GEOID03.
 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     -   208,640.      717,080.      MT  (+/- 180 meters Scaled)
 AI9514
 AI9514                          SUPERSEDED SURVEY CONTROL
 AI9514
 AI9514.No superseded survey control is available for this station.
 AI9514
 AI9514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP759584(NAD 83)
 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 - June 13, 2005
 AI9514
 AI9514  HISTORY     - Date     Condition        Report By
 AI9514  HISTORY     - 1999     MONUMENTED       WIDT
 AI9514  HISTORY     - 20030722 GOOD             USPSQD
 AI9514  HISTORY     - 20050613 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI9515 ***********************************************************************
 AI9515  DESIGNATION -  3W92
 AI9515  PID         -  AI9515
 AI9515  STATE/COUNTY-  WI/FOND DU LAC
 AI9515  USGS QUAD   -  VAN DYNE (1992)
 AI9515
 AI9515                         *CURRENT SURVEY CONTROL
 AI9515  ___________________________________________________________________
 AI9515* NAD 83(1986)-  43 52 43.     (N)    088 32 38.     (W)     SCALED    
 AI9515* NAVD 88     -       252.653  (meters)     828.91   (feet)  ADJUSTED  
 AI9515  ___________________________________________________________________
 AI9515  GEOID HEIGHT-         -35.98  (meters)                     GEOID03
 AI9515  DYNAMIC HT  -         252.600 (meters)     828.74  (feet)  COMP
 AI9515  MODELED GRAV-     980,403.5   (mgal)                       NAVD 88
 AI9515
 AI9515  VERT ORDER  -  SECOND    CLASS I
 AI9515
 AI9515.The horizontal coordinates were scaled from a topographic map and have
 AI9515.an estimated accuracy of +/- 6 seconds.
 AI9515
 AI9515.The orthometric height was determined by differential leveling
 AI9515.and adjusted by the National Geodetic Survey in February 2001..
 AI9515
 AI9515.The geoid height was determined by GEOID03.
 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     -   209,720.      717,020.      MT  (+/- 180 meters Scaled)
 AI9515
 AI9515                          SUPERSEDED SURVEY CONTROL
 AI9515
 AI9515.No superseded survey control is available for this station.
 AI9515
 AI9515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP759595(NAD 83)
 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 - June 13, 2005
 AI9515
 AI9515  HISTORY     - Date     Condition        Report By
 AI9515  HISTORY     - 1999     MONUMENTED       WIDT
 AI9515  HISTORY     - 20030722 GOOD             USPSQD
 AI9515  HISTORY     - 20050613 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI9516 ***********************************************************************
 AI9516  DESIGNATION -  3W93
 AI9516  PID         -  AI9516
 AI9516  STATE/COUNTY-  WI/FOND DU LAC
 AI9516  USGS QUAD   -  VAN DYNE (1992)
 AI9516
 AI9516                         *CURRENT SURVEY CONTROL
 AI9516  ___________________________________________________________________
 AI9516* NAD 83(1986)-  43 53 37.     (N)    088 32 47.     (W)     SCALED    
 AI9516* NAVD 88     -       252.437  (meters)     828.20   (feet)  ADJUSTED  
 AI9516  ___________________________________________________________________
 AI9516  GEOID HEIGHT-         -36.01  (meters)                     GEOID03
 AI9516  DYNAMIC HT  -         252.384 (meters)     828.03  (feet)  COMP
 AI9516  MODELED GRAV-     980,403.0   (mgal)                       NAVD 88
 AI9516
 AI9516  VERT ORDER  -  SECOND    CLASS I
 AI9516
 AI9516.The horizontal coordinates were scaled from a topographic map and have
 AI9516.an estimated accuracy of +/- 6 seconds.
 AI9516
 AI9516.The orthometric height was determined by differential leveling
 AI9516.and adjusted by the National Geodetic Survey in February 2001..
 AI9516
 AI9516.The geoid height was determined by GEOID03.
 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     -   211,380.      716,790.      MT  (+/- 180 meters Scaled)
 AI9516
 AI9516                          SUPERSEDED SURVEY CONTROL
 AI9516
 AI9516.No superseded survey control is available for this station.
 AI9516
 AI9516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP757612(NAD 83)
 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 - 1999
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI9517 ***********************************************************************
 AI9517  DESIGNATION -  3W94
 AI9517  PID         -  AI9517
 AI9517  STATE/COUNTY-  WI/WINNEBAGO
 AI9517  USGS QUAD   -  VAN DYNE (1992)
 AI9517
 AI9517                         *CURRENT SURVEY CONTROL
 AI9517  ___________________________________________________________________
 AI9517* NAD 83(1986)-  43 54 31.     (N)    088 32 38.     (W)     SCALED    
 AI9517* NAVD 88     -       252.016  (meters)     826.82   (feet)  ADJUSTED  
 AI9517  ___________________________________________________________________
 AI9517  GEOID HEIGHT-         -36.05  (meters)                     GEOID03
 AI9517  DYNAMIC HT  -         251.963 (meters)     826.65  (feet)  COMP
 AI9517  MODELED GRAV-     980,402.0   (mgal)                       NAVD 88
 AI9517
 AI9517  VERT ORDER  -  SECOND    CLASS I
 AI9517
 AI9517.The horizontal coordinates were scaled from a topographic map and have
 AI9517.an estimated accuracy of +/- 6 seconds.
 AI9517
 AI9517.The orthometric height was determined by differential leveling
 AI9517.and adjusted by the National Geodetic Survey in February 2001..
 AI9517
 AI9517.The geoid height was determined by GEOID03.
 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     -   213,050.      716,960.      MT  (+/- 180 meters Scaled)
 AI9517
 AI9517                          SUPERSEDED SURVEY CONTROL
 AI9517
 AI9517.No superseded survey control is available for this station.
 AI9517
 AI9517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP760628(NAD 83)
 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 13, 2005
 AI9517
 AI9517  HISTORY     - Date     Condition        Report By
 AI9517  HISTORY     - 1999     MONUMENTED       WIDT
 AI9517  HISTORY     - 20031214 GOOD             USPSQD
 AI9517  HISTORY     - 20050613 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI9519 ***********************************************************************
 AI9519  DESIGNATION -  3W95
 AI9519  PID         -  AI9519
 AI9519  STATE/COUNTY-  WI/WINNEBAGO
 AI9519  USGS QUAD   -  VAN DYNE (1992)
 AI9519
 AI9519                         *CURRENT SURVEY CONTROL
 AI9519  ___________________________________________________________________
 AI9519* NAD 83(1986)-  43 56 06.     (N)    088 32 34.     (W)     SCALED    
 AI9519* NAVD 88     -       243.952  (meters)     800.37   (feet)  ADJUSTED  
 AI9519  ___________________________________________________________________
 AI9519  GEOID HEIGHT-         -36.10  (meters)                     GEOID03
 AI9519  DYNAMIC HT  -         243.900 (meters)     800.20  (feet)  COMP
 AI9519  MODELED GRAV-     980,399.0   (mgal)                       NAVD 88
 AI9519
 AI9519  VERT ORDER  -  SECOND    CLASS I
 AI9519
 AI9519.The horizontal coordinates were scaled from a topographic map and have
 AI9519.an estimated accuracy of +/- 6 seconds.
 AI9519
 AI9519.The orthometric height was determined by differential leveling
 AI9519.and adjusted by the National Geodetic Survey in February 2001..
 AI9519
 AI9519.The geoid height was determined by GEOID03.
 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     -   215,990.      717,000.      MT  (+/- 180 meters Scaled)
 AI9519
 AI9519                          SUPERSEDED SURVEY CONTROL
 AI9519
 AI9519.No superseded survey control is available for this station.
 AI9519
 AI9519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP761658(NAD 83)
 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 - June 13, 2005
 AI9519
 AI9519  HISTORY     - Date     Condition        Report By
 AI9519  HISTORY     - 1999     MONUMENTED       WIDT
 AI9519  HISTORY     - 20031214 GOOD             USPSQD
 AI9519  HISTORY     - 20050613 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI9520 ***********************************************************************
 AI9520  DESIGNATION -  3W96
 AI9520  PID         -  AI9520
 AI9520  STATE/COUNTY-  WI/WINNEBAGO
 AI9520  USGS QUAD   -  VAN DYNE (1992)
 AI9520
 AI9520                         *CURRENT SURVEY CONTROL
 AI9520  ___________________________________________________________________
 AI9520* NAD 83(1986)-  43 56 51.     (N)    088 32 34.     (W)     SCALED    
 AI9520* NAVD 88     -       241.599  (meters)     792.65   (feet)  ADJUSTED  
 AI9520  ___________________________________________________________________
 AI9520  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 AI9520  DYNAMIC HT  -         241.547 (meters)     792.48  (feet)  COMP
 AI9520  MODELED GRAV-     980,397.0   (mgal)                       NAVD 88
 AI9520
 AI9520  VERT ORDER  -  SECOND    CLASS I
 AI9520
 AI9520.The horizontal coordinates were scaled from a topographic map and have
 AI9520.an estimated accuracy of +/- 6 seconds.
 AI9520
 AI9520.The orthometric height was determined by differential leveling
 AI9520.and adjusted by the National Geodetic Survey in February 2001..
 AI9520
 AI9520.The geoid height was determined by GEOID03.
 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     -   217,380.      716,970.      MT  (+/- 180 meters Scaled)
 AI9520
 AI9520                          SUPERSEDED SURVEY CONTROL
 AI9520
 AI9520.No superseded survey control is available for this station.
 AI9520
 AI9520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP762671(NAD 83)
 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 - June 13, 2005
 AI9520
 AI9520  HISTORY     - Date     Condition        Report By
 AI9520  HISTORY     - 1999     MONUMENTED       WIDT
 AI9520  HISTORY     - 20031214 GOOD             USPSQD
 AI9520  HISTORY     - 20050613 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI9521 ***********************************************************************
 AI9521  DESIGNATION -  3W97
 AI9521  PID         -  AI9521
 AI9521  STATE/COUNTY-  WI/WINNEBAGO
 AI9521  USGS QUAD   -  VAN DYNE (1992)
 AI9521
 AI9521                         *CURRENT SURVEY CONTROL
 AI9521  ___________________________________________________________________
 AI9521* NAD 83(1997)-  43 57 28.83935(N)    088 32 36.85364(W)     ADJUSTED  
 AI9521* NAVD 88     -       241.918  (meters)     793.69   (feet)  ADJUSTED  
 AI9521  ___________________________________________________________________
 AI9521  X           -     116,888.197 (meters)                     COMP
 AI9521  Y           -  -4,597,378.466 (meters)                     COMP
 AI9521  Z           -   4,404,877.189 (meters)                     COMP
 AI9521  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 AI9521  ELLIP HEIGHT-         205.77  (meters)          (07/20/01) GPS OBS
 AI9521  GEOID HEIGHT-         -36.15  (meters)                     GEOID03
 AI9521  DYNAMIC HT  -         241.865 (meters)     793.52  (feet)  COMP
 AI9521  MODELED GRAV-     980,394.5   (mgal)                       NAVD 88
 AI9521
 AI9521  HORZ ORDER  -  FIRST
 AI9521  VERT ORDER  -  SECOND    CLASS I
 AI9521  ELLP ORDER  -  FOURTH    CLASS I
 AI9521
 AI9521.The horizontal coordinates were established by GPS observations
 AI9521.and adjusted by the National Geodetic Survey in July 2001..
 AI9521
 AI9521.The orthometric height was determined by differential leveling
 AI9521.and adjusted by the National Geodetic Survey in February 2001..
 AI9521
 AI9521.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9521
 AI9521.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9521
 AI9521.The ellipsoidal height was determined by GPS observations
 AI9521.and is referenced to NAD 83.
 AI9521
 AI9521.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI9521;SPC WI S     -   218,542.485   716,888.709   MT  0.99997974   +1 00 02.6
 AI9521;SPC WI S     -   717,001.47  2,351,992.37   sFT  0.99997974   +1 00 02.6
 AI9521;UTM  16      - 4,868,367.302   376,157.798   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  =   0.99975637
 AI9521
 AI9521                          SUPERSEDED SURVEY CONTROL
 AI9521
 AI9521  NAVD 88 (07/20/01)  241.92   (m)          793.7    (f) LEVELING    3  
 AI9521
 AI9521.Superseded values are not recommended for survey control.
 AI9521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9521.See file dsdata.txt to determine how the superseded data were derived.
 AI9521
 AI9521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7615868367(NAD 83)
 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 - January 12, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6098 ***********************************************************************
 AI6098  DESIGNATION -  3X01
 AI6098  PID         -  AI6098
 AI6098  STATE/COUNTY-  WI/FOND DU LAC
 AI6098  USGS QUAD   -  LOMIRA (1974)
 AI6098
 AI6098                         *CURRENT SURVEY CONTROL
 AI6098  ___________________________________________________________________
 AI6098* NAD 83(1986)-  43 32 53.     (N)    088 24 01.     (W)     SCALED    
 AI6098* NAVD 88     -       306.502  (meters)    1005.58   (feet)  ADJUSTED  
 AI6098  ___________________________________________________________________
 AI6098  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 AI6098  DYNAMIC HT  -         306.434 (meters)    1005.36  (feet)  COMP
 AI6098  MODELED GRAV-     980,387.2   (mgal)                       NAVD 88
 AI6098
 AI6098  VERT ORDER  -  SECOND    CLASS I
 AI6098
 AI6098.The horizontal coordinates were scaled from a topographic map and have
 AI6098.an estimated accuracy of +/- 6 seconds.
 AI6098
 AI6098.The orthometric height was determined by differential leveling
 AI6098.and adjusted by the National Geodetic Survey in October 2000..
 AI6098
 AI6098.The geoid height was determined by GEOID03.
 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     -   173,220.      729,260.      MT  (+/- 180 meters Scaled)
 AI6098
 AI6098                          SUPERSEDED SURVEY CONTROL
 AI6098
 AI6098.No superseded survey control is available for this station.
 AI6098
 AI6098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP868226(NAD 83)
 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 = OCTOBER  7, 2006
 AI6097 ***********************************************************************
 AI6097  DESIGNATION -  3X02
 AI6097  PID         -  AI6097
 AI6097  STATE/COUNTY-  WI/DODGE
 AI6097  USGS QUAD   -  LOMIRA (1974)
 AI6097
 AI6097                         *CURRENT SURVEY CONTROL
 AI6097  ___________________________________________________________________
 AI6097* NAD 83(1986)-  43 33 40.     (N)    088 24 03.     (W)     SCALED    
 AI6097* NAVD 88     -       314.720  (meters)    1032.54   (feet)  ADJUSTED  
 AI6097  ___________________________________________________________________
 AI6097  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 AI6097  DYNAMIC HT  -         314.650 (meters)    1032.31  (feet)  COMP
 AI6097  MODELED GRAV-     980,387.5   (mgal)                       NAVD 88
 AI6097
 AI6097  VERT ORDER  -  SECOND    CLASS I
 AI6097
 AI6097.The horizontal coordinates were scaled from a topographic map and have
 AI6097.an estimated accuracy of +/- 6 seconds.
 AI6097
 AI6097.The orthometric height was determined by differential leveling
 AI6097.and adjusted by the National Geodetic Survey in October 2000..
 AI6097
 AI6097.The geoid height was determined by GEOID03.
 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     -   174,660.      729,190.      MT  (+/- 180 meters Scaled)
 AI6097
 AI6097                          SUPERSEDED SURVEY CONTROL
 AI6097
 AI6097.No superseded survey control is available for this station.
 AI6097
 AI6097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP868240(NAD 83)
 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 = OCTOBER  7, 2006
 AI6096 ***********************************************************************
 AI6096  DESIGNATION -  3X03
 AI6096  PID         -  AI6096
 AI6096  STATE/COUNTY-  WI/DODGE
 AI6096  USGS QUAD   -  LOMIRA (1974)
 AI6096
 AI6096                         *CURRENT SURVEY CONTROL
 AI6096  ___________________________________________________________________
 AI6096* NAD 83(1986)-  43 34 00.     (N)    088 24 56.     (W)     SCALED    
 AI6096* NAVD 88     -       303.220  (meters)     994.81   (feet)  ADJUSTED  
 AI6096  ___________________________________________________________________
 AI6096  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 AI6096  DYNAMIC HT  -         303.152 (meters)     994.59  (feet)  COMP
 AI6096  MODELED GRAV-     980,387.7   (mgal)                       NAVD 88
 AI6096
 AI6096  VERT ORDER  -  SECOND    CLASS I
 AI6096
 AI6096.The horizontal coordinates were scaled from a topographic map and have
 AI6096.an estimated accuracy of +/- 6 seconds.
 AI6096
 AI6096.The orthometric height was determined by differential leveling
 AI6096.and adjusted by the National Geodetic Survey in October 2000..
 AI6096
 AI6096.The geoid height was determined by GEOID03.
 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     -   175,260.      727,990.      MT  (+/- 180 meters Scaled)
 AI6096
 AI6096                          SUPERSEDED SURVEY CONTROL
 AI6096
 AI6096.No superseded survey control is available for this station.
 AI6096
 AI6096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP856247(NAD 83)
 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 = OCTOBER  7, 2006
 AI6095 ***********************************************************************
 AI6095  DESIGNATION -  3X04
 AI6095  PID         -  AI6095
 AI6095  STATE/COUNTY-  WI/DODGE
 AI6095  USGS QUAD   -  LOMIRA (1974)
 AI6095
 AI6095                         *CURRENT SURVEY CONTROL
 AI6095  ___________________________________________________________________
 AI6095* NAD 83(1997)-  43 34 59.08333(N)    088 24 54.72494(W)     ADJUSTED  
 AI6095* NAVD 88     -       303.075  (meters)     994.34   (feet)  ADJUSTED  
 AI6095  ___________________________________________________________________
 AI6095  X           -     127,986.417 (meters)                     COMP
 AI6095  Y           -  -4,625,957.647 (meters)                     COMP
 AI6095  Z           -   4,374,837.284 (meters)                     COMP
 AI6095  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 AI6095  ELLIP HEIGHT-         267.90  (meters)          (11/17/00) GPS OBS
 AI6095  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 AI6095  DYNAMIC HT  -         303.007 (meters)     994.12  (feet)  COMP
 AI6095  MODELED GRAV-     980,387.9   (mgal)                       NAVD 88
 AI6095
 AI6095  HORZ ORDER  -  FIRST
 AI6095  VERT ORDER  -  SECOND    CLASS I
 AI6095  ELLP ORDER  -  THIRD     CLASS II
 AI6095
 AI6095.The horizontal coordinates were established by GPS observations
 AI6095.and adjusted by the National Geodetic Survey in July 2000..
 AI6095
 AI6095.The orthometric height was determined by differential leveling
 AI6095.and adjusted by the National Geodetic Survey in October 2000..
 AI6095
 AI6095.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6095
 AI6095.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6095
 AI6095.The ellipsoidal height was determined by GPS observations
 AI6095.and is referenced to NAD 83.
 AI6095
 AI6095.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI6095;SPC WI S     -   177,081.869   727,981.675   MT  0.99993757   +1 05 20.1
 AI6095;SPC WI S     -   580,976.10  2,388,386.55   sFT  0.99993757   +1 05 20.1
 AI6095;UTM  16      - 4,826,540.887   385,745.395   MT  0.99976057   -0 58 32.7
 AI6095
 AI6095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6095!SPC WI S     -   0.99995799  x   0.99993757  =   0.99989556
 AI6095!UTM  16      -   0.99995799  x   0.99976057  =   0.99971857
 AI6095
 AI6095                          SUPERSEDED SURVEY CONTROL
 AI6095
 AI6095  ELLIP H (07/06/00)  267.90   (m)                       GP(       ) 2 1
 AI6095
 AI6095.Superseded values are not recommended for survey control.
 AI6095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6095.See file dsdata.txt to determine how the superseded data were derived.
 AI6095
 AI6095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8574526541(NAD 83)
 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 = OCTOBER  7, 2006
 AI6094 ***********************************************************************
 AI6094  DESIGNATION -  3X05
 AI6094  PID         -  AI6094
 AI6094  STATE/COUNTY-  WI/DODGE
 AI6094  USGS QUAD   -  LOMIRA (1974)
 AI6094
 AI6094                         *CURRENT SURVEY CONTROL
 AI6094  ___________________________________________________________________
 AI6094* NAD 83(1997)-  43 36 01.42073(N)    088 25 12.83257(W)     ADJUSTED  
 AI6094* NAVD 88     -       330.561  (meters)    1084.52   (feet)  ADJUSTED  
 AI6094  ___________________________________________________________________
 AI6094  X           -     127,544.287 (meters)                     COMP
 AI6094  Y           -  -4,624,662.628 (meters)                     COMP
 AI6094  Z           -   4,376,249.667 (meters)                     COMP
 AI6094  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 AI6094  ELLIP HEIGHT-         295.33  (meters)          (11/17/00) GPS OBS
 AI6094  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 AI6094  DYNAMIC HT  -         330.487 (meters)    1084.27  (feet)  COMP
 AI6094  MODELED GRAV-     980,388.3   (mgal)                       NAVD 88
 AI6094
 AI6094  HORZ ORDER  -  FIRST
 AI6094  VERT ORDER  -  SECOND    CLASS I
 AI6094  ELLP ORDER  -  THIRD     CLASS II
 AI6094
 AI6094.The horizontal coordinates were established by GPS observations
 AI6094.and adjusted by the National Geodetic Survey in July 2000..
 AI6094
 AI6094.The orthometric height was determined by differential leveling
 AI6094.and adjusted by the National Geodetic Survey in October 2000..
 AI6094
 AI6094.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6094
 AI6094.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6094
 AI6094.The ellipsoidal height was determined by GPS observations
 AI6094.and is referenced to NAD 83.
 AI6094
 AI6094.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI6094;SPC WI S     -   178,997.572   727,539.087   MT  0.99993857   +1 05 07.7
 AI6094;SPC WI S     -   587,261.20  2,386,934.49   sFT  0.99993857   +1 05 07.7
 AI6094;UTM  16      - 4,828,470.952   385,372.184   MT  0.99976162   -0 58 46.3
 AI6094
 AI6094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6094!SPC WI S     -   0.99995369  x   0.99993857  =   0.99989226
 AI6094!UTM  16      -   0.99995369  x   0.99976162  =   0.99971532
 AI6094
 AI6094                          SUPERSEDED SURVEY CONTROL
 AI6094
 AI6094  ELLIP H (07/06/00)  295.33   (m)                       GP(       ) 2 1
 AI6094
 AI6094.Superseded values are not recommended for survey control.
 AI6094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6094.See file dsdata.txt to determine how the superseded data were derived.
 AI6094
 AI6094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8537228471(NAD 83)
 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 - September 15, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6099 ***********************************************************************
 AI6099  DESIGNATION -  3X06
 AI6099  PID         -  AI6099
 AI6099  STATE/COUNTY-  WI/DODGE
 AI6099  USGS QUAD   -  LOMIRA (1974)
 AI6099
 AI6099                         *CURRENT SURVEY CONTROL
 AI6099  ___________________________________________________________________
 AI6099* NAD 83(1997)-  43 36 57.67381(N)    088 25 02.40466(W)     ADJUSTED  
 AI6099* NAVD 88     -       310.094  (meters)    1017.37   (feet)  ADJUSTED  
 AI6099  ___________________________________________________________________
 AI6099  X           -     127,744.607 (meters)                     COMP
 AI6099  Y           -  -4,623,444.308 (meters)                     COMP
 AI6099  Z           -   4,377,492.650 (meters)                     COMP
 AI6099  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 AI6099  ELLIP HEIGHT-         274.83  (meters)          (11/17/00) GPS OBS
 AI6099  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 AI6099  DYNAMIC HT  -         310.026 (meters)    1017.14  (feet)  COMP
 AI6099  MODELED GRAV-     980,389.0   (mgal)                       NAVD 88
 AI6099
 AI6099  HORZ ORDER  -  FIRST
 AI6099  VERT ORDER  -  SECOND    CLASS I
 AI6099  ELLP ORDER  -  THIRD     CLASS II
 AI6099
 AI6099.The horizontal coordinates were established by GPS observations
 AI6099.and adjusted by the National Geodetic Survey in July 2000..
 AI6099
 AI6099.The orthometric height was determined by differential leveling
 AI6099.and adjusted by the National Geodetic Survey in October 2000..
 AI6099
 AI6099.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6099
 AI6099.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6099
 AI6099.The ellipsoidal height was determined by GPS observations
 AI6099.and is referenced to NAD 83.
 AI6099
 AI6099.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI6099;SPC WI S     -   180,737.693   727,739.966   MT  0.99993956   +1 05 14.8
 AI6099;SPC WI S     -   592,970.25  2,387,593.54   sFT  0.99993956   +1 05 14.8
 AI6099;UTM  16      - 4,830,202.395   385,635.592   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                          SUPERSEDED SURVEY CONTROL
 AI6099
 AI6099  ELLIP H (07/06/00)  274.83   (m)                       GP(       ) 2 1
 AI6099
 AI6099.Superseded values are not recommended for survey control.
 AI6099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6099.See file dsdata.txt to determine how the superseded data were derived.
 AI6099
 AI6099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8563630202(NAD 83)
 AI6099_MARKER: DD = SURVEY DISK
 AI6099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6099_STAMPING: 3X06 1999
 AI6099_MARK LOGO: WIDT  
 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 - September 15, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6093 ***********************************************************************
 AI6093  DESIGNATION -  3X07
 AI6093  PID         -  AI6093
 AI6093  STATE/COUNTY-  WI/DODGE
 AI6093  USGS QUAD   -  LOMIRA (1974)
 AI6093
 AI6093                         *CURRENT SURVEY CONTROL
 AI6093  ___________________________________________________________________
 AI6093* NAD 83(1986)-  43 36 59.     (N)    088 24 09.     (W)     SCALED    
 AI6093* NAVD 88     -       311.067  (meters)    1020.56   (feet)  ADJUSTED  
 AI6093  ___________________________________________________________________
 AI6093  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 AI6093  DYNAMIC HT  -         310.998 (meters)    1020.33  (feet)  COMP
 AI6093  MODELED GRAV-     980,389.4   (mgal)                       NAVD 88
 AI6093
 AI6093  VERT ORDER  -  SECOND    CLASS I
 AI6093
 AI6093.The horizontal coordinates were scaled from a topographic map and have
 AI6093.an estimated accuracy of +/- 6 seconds.
 AI6093
 AI6093.The orthometric height was determined by differential leveling
 AI6093.and adjusted by the National Geodetic Survey in October 2000..
 AI6093
 AI6093.The geoid height was determined by GEOID03.
 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     -   180,800.      728,940.      MT  (+/- 180 meters Scaled)
 AI6093
 AI6093                          SUPERSEDED SURVEY CONTROL
 AI6093
 AI6093.No superseded survey control is available for this station.
 AI6093
 AI6093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP868302(NAD 83)
 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 = OCTOBER  7, 2006
 AI6092 ***********************************************************************
 AI6092  DESIGNATION -  3X08
 AI6092  PID         -  AI6092
 AI6092  STATE/COUNTY-  WI/DODGE
 AI6092  USGS QUAD   -  LOMIRA (1974)
 AI6092
 AI6092                         *CURRENT SURVEY CONTROL
 AI6092  ___________________________________________________________________
 AI6092* NAD 83(1986)-  43 37 28.     (N)    088 24 04.     (W)     SCALED    
 AI6092* NAVD 88     -       308.535  (meters)    1012.25   (feet)  ADJUSTED  
 AI6092  ___________________________________________________________________
 AI6092  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 AI6092  DYNAMIC HT  -         308.467 (meters)    1012.03  (feet)  COMP
 AI6092  MODELED GRAV-     980,389.9   (mgal)                       NAVD 88
 AI6092
 AI6092  VERT ORDER  -  SECOND    CLASS I
 AI6092
 AI6092.The horizontal coordinates were scaled from a topographic map and have
 AI6092.an estimated accuracy of +/- 6 seconds.
 AI6092
 AI6092.The orthometric height was determined by differential leveling
 AI6092.and adjusted by the National Geodetic Survey in October 2000..
 AI6092
 AI6092.The geoid height was determined by GEOID03.
 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     -   181,700.      729,030.      MT  (+/- 180 meters Scaled)
 AI6092
 AI6092                          SUPERSEDED SURVEY CONTROL
 AI6092
 AI6092.No superseded survey control is available for this station.
 AI6092
 AI6092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP869311(NAD 83)
 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 = OCTOBER  7, 2006
 AI6091 ***********************************************************************
 AI6091  DESIGNATION -  3X09
 AI6091  PID         -  AI6091
 AI6091  STATE/COUNTY-  WI/FOND DU LAC
 AI6091  USGS QUAD   -  BYRON (1974)
 AI6091
 AI6091                         *CURRENT SURVEY CONTROL
 AI6091  ___________________________________________________________________
 AI6091* NAD 83(1986)-  43 38 12.     (N)    088 24 04.     (W)     SCALED    
 AI6091* NAVD 88     -       316.303  (meters)    1037.74   (feet)  ADJUSTED  
 AI6091  ___________________________________________________________________
 AI6091  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 AI6091  DYNAMIC HT  -         316.233 (meters)    1037.51  (feet)  COMP
 AI6091  MODELED GRAV-     980,390.7   (mgal)                       NAVD 88
 AI6091
 AI6091  VERT ORDER  -  SECOND    CLASS I
 AI6091
 AI6091.The horizontal coordinates were scaled from a topographic map and have
 AI6091.an estimated accuracy of +/- 6 seconds.
 AI6091
 AI6091.The orthometric height was determined by differential leveling
 AI6091.and adjusted by the National Geodetic Survey in October 2000..
 AI6091
 AI6091.The geoid height was determined by GEOID03.
 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     -   183,060.      729,010.      MT  (+/- 180 meters Scaled)
 AI6091
 AI6091                          SUPERSEDED SURVEY CONTROL
 AI6091
 AI6091.No superseded survey control is available for this station.
 AI6091
 AI6091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP869324(NAD 83)
 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 = OCTOBER  7, 2006
 AI6090 ***********************************************************************
 AI6090  DESIGNATION -  3X10
 AI6090  PID         -  AI6090
 AI6090  STATE/COUNTY-  WI/FOND DU LAC
 AI6090  USGS QUAD   -  BYRON (1974)
 AI6090
 AI6090                         *CURRENT SURVEY CONTROL
 AI6090  ___________________________________________________________________
 AI6090* NAD 83(1986)-  43 39 13.     (N)    088 24 05.     (W)     SCALED    
 AI6090* NAVD 88     -       321.786  (meters)    1055.73   (feet)  ADJUSTED  
 AI6090  ___________________________________________________________________
 AI6090  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 AI6090  DYNAMIC HT  -         321.716 (meters)    1055.50  (feet)  COMP
 AI6090  MODELED GRAV-     980,392.0   (mgal)                       NAVD 88
 AI6090
 AI6090  VERT ORDER  -  SECOND    CLASS I
 AI6090
 AI6090.The horizontal coordinates were scaled from a topographic map and have
 AI6090.an estimated accuracy of +/- 6 seconds.
 AI6090
 AI6090.The orthometric height was determined by differential leveling
 AI6090.and adjusted by the National Geodetic Survey in October 2000..
 AI6090
 AI6090.The geoid height was determined by GEOID03.
 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     -   184,940.      728,950.      MT  (+/- 180 meters Scaled)
 AI6090
 AI6090                          SUPERSEDED SURVEY CONTROL
 AI6090
 AI6090.No superseded survey control is available for this station.
 AI6090
 AI6090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP869343(NAD 83)
 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 = OCTOBER  7, 2006
 AI6089 ***********************************************************************
 AI6089  DESIGNATION -  3X11
 AI6089  PID         -  AI6089
 AI6089  STATE/COUNTY-  WI/FOND DU LAC
 AI6089  USGS QUAD   -  BYRON (1974)
 AI6089
 AI6089                         *CURRENT SURVEY CONTROL
 AI6089  ___________________________________________________________________
 AI6089* NAD 83(1986)-  43 40 05.     (N)    088 24 06.     (W)     SCALED    
 AI6089* NAVD 88     -       328.265  (meters)    1076.98   (feet)  ADJUSTED  
 AI6089  ___________________________________________________________________
 AI6089  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 AI6089  DYNAMIC HT  -         328.194 (meters)    1076.75  (feet)  COMP
 AI6089  MODELED GRAV-     980,393.4   (mgal)                       NAVD 88
 AI6089
 AI6089  VERT ORDER  -  SECOND    CLASS I
 AI6089
 AI6089.The horizontal coordinates were scaled from a topographic map and have
 AI6089.an estimated accuracy of +/- 6 seconds.
 AI6089
 AI6089.The orthometric height was determined by differential leveling
 AI6089.and adjusted by the National Geodetic Survey in October 2000..
 AI6089
 AI6089.The geoid height was determined by GEOID03.
 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     -   186,540.      728,890.      MT  (+/- 180 meters Scaled)
 AI6089
 AI6089                          SUPERSEDED SURVEY CONTROL
 AI6089
 AI6089.No superseded survey control is available for this station.
 AI6089
 AI6089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP869359(NAD 83)
 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 = OCTOBER  7, 2006
 AI6088 ***********************************************************************
 AI6088  DESIGNATION -  3X12
 AI6088  PID         -  AI6088
 AI6088  STATE/COUNTY-  WI/FOND DU LAC
 AI6088  USGS QUAD   -  BYRON (1974)
 AI6088
 AI6088                         *CURRENT SURVEY CONTROL
 AI6088  ___________________________________________________________________
 AI6088* NAD 83(1986)-  43 42 03.     (N)    088 24 11.     (W)     SCALED    
 AI6088* NAVD 88     -       306.639  (meters)    1006.03   (feet)  ADJUSTED  
 AI6088  ___________________________________________________________________
 AI6088  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 AI6088  DYNAMIC HT  -         306.573 (meters)    1005.81  (feet)  COMP
 AI6088  MODELED GRAV-     980,397.1   (mgal)                       NAVD 88
 AI6088
 AI6088  VERT ORDER  -  SECOND    CLASS I
 AI6088
 AI6088.The horizontal coordinates were scaled from a topographic map and have
 AI6088.an estimated accuracy of +/- 6 seconds.
 AI6088
 AI6088.The orthometric height was determined by differential leveling
 AI6088.and adjusted by the National Geodetic Survey in October 2000..
 AI6088
 AI6088.The geoid height was determined by GEOID03.
 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     -   190,180.      728,710.      MT  (+/- 180 meters Scaled)
 AI6088
 AI6088                          SUPERSEDED SURVEY CONTROL
 AI6088
 AI6088.No superseded survey control is available for this station.
 AI6088
 AI6088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP869396(NAD 83)
 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 = OCTOBER  7, 2006
 AI6087 ***********************************************************************
 AI6087  DESIGNATION -  3X13
 AI6087  PID         -  AI6087
 AI6087  STATE/COUNTY-  WI/FOND DU LAC
 AI6087  USGS QUAD   -  BYRON (1974)
 AI6087
 AI6087                         *CURRENT SURVEY CONTROL
 AI6087  ___________________________________________________________________
 AI6087* NAD 83(1986)-  43 43 00.     (N)    088 24 12.     (W)     SCALED    
 AI6087* NAVD 88     -       279.108  (meters)     915.71   (feet)  ADJUSTED  
 AI6087  ___________________________________________________________________
 AI6087  GEOID HEIGHT-         -35.53  (meters)                     GEOID03
 AI6087  DYNAMIC HT  -         279.048 (meters)     915.51  (feet)  COMP
 AI6087  MODELED GRAV-     980,399.1   (mgal)                       NAVD 88
 AI6087
 AI6087  VERT ORDER  -  SECOND    CLASS I
 AI6087
 AI6087.The horizontal coordinates were scaled from a topographic map and have
 AI6087.an estimated accuracy of +/- 6 seconds.
 AI6087
 AI6087.The orthometric height was determined by differential leveling
 AI6087.and adjusted by the National Geodetic Survey in October 2000..
 AI6087
 AI6087.The geoid height was determined by GEOID03.
 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     -   191,940.      728,660.      MT  (+/- 180 meters Scaled)
 AI6087
 AI6087                          SUPERSEDED SURVEY CONTROL
 AI6087
 AI6087.No superseded survey control is available for this station.
 AI6087
 AI6087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP869413(NAD 83)
 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 - September 15, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6047 ***********************************************************************
 AI6047  DESIGNATION -  3X14
 AI6047  PID         -  AI6047
 AI6047  STATE/COUNTY-  WI/FOND DU LAC
 AI6047  USGS QUAD   -  BYRON (1974)
 AI6047
 AI6047                         *CURRENT SURVEY CONTROL
 AI6047  ___________________________________________________________________
 AI6047* NAD 83(1986)-  43 43 32.     (N)    088 24 04.     (W)     SCALED    
 AI6047* NAVD 88     -       272.252  (meters)     893.21   (feet)  ADJUSTED  
 AI6047  ___________________________________________________________________
 AI6047  GEOID HEIGHT-         -35.55  (meters)                     GEOID03
 AI6047  DYNAMIC HT  -         272.194 (meters)     893.02  (feet)  COMP
 AI6047  MODELED GRAV-     980,400.3   (mgal)                       NAVD 88
 AI6047
 AI6047  VERT ORDER  -  SECOND    CLASS I
 AI6047
 AI6047.The horizontal coordinates were scaled from a topographic map and have
 AI6047.an estimated accuracy of +/- 6 seconds.
 AI6047
 AI6047.The orthometric height was determined by differential leveling
 AI6047.and adjusted by the National Geodetic Survey in October 2000..
 AI6047
 AI6047.The geoid height was determined by GEOID03.
 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     -   192,930.      728,820.      MT  (+/- 180 meters Scaled)
 AI6047
 AI6047                          SUPERSEDED SURVEY CONTROL
 AI6047
 AI6047.No superseded survey control is available for this station.
 AI6047
 AI6047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP871423(NAD 83)
 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 - September 15, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6048 ***********************************************************************
 AI6048  DESIGNATION -  3X15
 AI6048  PID         -  AI6048
 AI6048  STATE/COUNTY-  WI/FOND DU LAC
 AI6048  USGS QUAD   -  BYRON (1974)
 AI6048
 AI6048                         *CURRENT SURVEY CONTROL
 AI6048  ___________________________________________________________________
 AI6048* NAD 83(1986)-  43 44 19.     (N)    088 24 08.     (W)     SCALED    
 AI6048* NAVD 88     -       257.768  (meters)     845.69   (feet)  ADJUSTED  
 AI6048  ___________________________________________________________________
 AI6048  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 AI6048  DYNAMIC HT  -         257.714 (meters)     845.52  (feet)  COMP
 AI6048  MODELED GRAV-     980,402.2   (mgal)                       NAVD 88
 AI6048
 AI6048  VERT ORDER  -  SECOND    CLASS I
 AI6048
 AI6048.The horizontal coordinates were scaled from a topographic map and have
 AI6048.an estimated accuracy of +/- 6 seconds.
 AI6048
 AI6048.The orthometric height was determined by differential leveling
 AI6048.and adjusted by the National Geodetic Survey in October 2000..
 AI6048
 AI6048.The geoid height was determined by GEOID03.
 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     -   194,380.      728,700.      MT  (+/- 180 meters Scaled)
 AI6048
 AI6048                          SUPERSEDED SURVEY CONTROL
 AI6048
 AI6048.No superseded survey control is available for this station.
 AI6048
 AI6048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP870437(NAD 83)
 AI6048_MARKER: DD = SURVEY DISK
 AI6048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6048_STAMPING: 3X15 1999
 AI6048_MARK LOGO: WIDT  
 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 - September 15, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6049 ***********************************************************************
 AI6049  DESIGNATION -  3X16
 AI6049  PID         -  AI6049
 AI6049  STATE/COUNTY-  WI/FOND DU LAC
 AI6049  USGS QUAD   -  FOND DU LAC (1992)
 AI6049
 AI6049                         *CURRENT SURVEY CONTROL
 AI6049  ___________________________________________________________________
 AI6049* NAD 83(1986)-  43 45 03.     (N)    088 23 41.     (W)     SCALED    
 AI6049* NAVD 88     -       258.311  (meters)     847.48   (feet)  ADJUSTED  
 AI6049  ___________________________________________________________________
 AI6049  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 AI6049  DYNAMIC HT  -         258.257 (meters)     847.30  (feet)  COMP
 AI6049  MODELED GRAV-     980,403.6   (mgal)                       NAVD 88
 AI6049
 AI6049  VERT ORDER  -  SECOND    CLASS I
 AI6049
 AI6049.The horizontal coordinates were scaled from a topographic map and have
 AI6049.an estimated accuracy of +/- 6 seconds.
 AI6049
 AI6049.The orthometric height was determined by differential leveling
 AI6049.and adjusted by the National Geodetic Survey in October 2000..
 AI6049
 AI6049.The geoid height was determined by GEOID03.
 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     -   195,750.      729,280.      MT  (+/- 180 meters Scaled)
 AI6049
 AI6049                          SUPERSEDED SURVEY CONTROL
 AI6049
 AI6049.No superseded survey control is available for this station.
 AI6049
 AI6049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP877451(NAD 83)
 AI6049_MARKER: DD = SURVEY DISK
 AI6049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6049_STAMPING: 3X16 1999
 AI6049_MARK LOGO: WIDT  
 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 - September 15, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6050 ***********************************************************************
 AI6050  DESIGNATION -  3X17
 AI6050  PID         -  AI6050
 AI6050  STATE/COUNTY-  WI/FOND DU LAC
 AI6050  USGS QUAD   -  FOND DU LAC (1992)
 AI6050
 AI6050                         *CURRENT SURVEY CONTROL
 AI6050  ___________________________________________________________________
 AI6050* NAD 83(1986)-  43 46 04.     (N)    088 23 23.     (W)     SCALED    
 AI6050* NAVD 88     -       256.807  (meters)     842.54   (feet)  ADJUSTED  
 AI6050  ___________________________________________________________________
 AI6050  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 AI6050  DYNAMIC HT  -         256.754 (meters)     842.37  (feet)  COMP
 AI6050  MODELED GRAV-     980,405.3   (mgal)                       NAVD 88
 AI6050
 AI6050  VERT ORDER  -  SECOND    CLASS I
 AI6050
 AI6050.The horizontal coordinates were scaled from a topographic map and have
 AI6050.an estimated accuracy of +/- 6 seconds.
 AI6050
 AI6050.The orthometric height was determined by differential leveling
 AI6050.and adjusted by the National Geodetic Survey in October 2000..
 AI6050
 AI6050.The geoid height was determined by GEOID03.
 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     -   197,640.      729,640.      MT  (+/- 180 meters Scaled)
 AI6050
 AI6050                          SUPERSEDED SURVEY CONTROL
 AI6050
 AI6050.No superseded survey control is available for this station.
 AI6050
 AI6050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP881470(NAD 83)
 AI6050_MARKER: DD = SURVEY DISK
 AI6050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6050_STAMPING: 3X17 1999
 AI6050_MARK LOGO: WIDT  
 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 - September 15, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6051 ***********************************************************************
 AI6051  DESIGNATION -  3X18
 AI6051  PID         -  AI6051
 AI6051  STATE/COUNTY-  WI/FOND DU LAC
 AI6051  USGS QUAD   -  FOND DU LAC (1992)
 AI6051
 AI6051                         *CURRENT SURVEY CONTROL
 AI6051  ___________________________________________________________________
 AI6051* NAD 83(1986)-  43 46 47.     (N)    088 23 10.     (W)     SCALED    
 AI6051* NAVD 88     -       255.239  (meters)     837.40   (feet)  ADJUSTED  
 AI6051  ___________________________________________________________________
 AI6051  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 AI6051  DYNAMIC HT  -         255.186 (meters)     837.22  (feet)  COMP
 AI6051  MODELED GRAV-     980,406.0   (mgal)                       NAVD 88
 AI6051
 AI6051  VERT ORDER  -  SECOND    CLASS I
 AI6051
 AI6051.The horizontal coordinates were scaled from a topographic map and have
 AI6051.an estimated accuracy of +/- 6 seconds.
 AI6051
 AI6051.The orthometric height was determined by differential leveling
 AI6051.and adjusted by the National Geodetic Survey in October 2000..
 AI6051
 AI6051.The geoid height was determined by GEOID03.
 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     -   198,970.      729,910.      MT  (+/- 180 meters Scaled)
 AI6051
 AI6051                          SUPERSEDED SURVEY CONTROL
 AI6051
 AI6051.No superseded survey control is available for this station.
 AI6051
 AI6051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP884483(NAD 83)
 AI6051_MARKER: DD = SURVEY DISK
 AI6051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6051_STAMPING: 3X18 1999
 AI6051_MARK LOGO: WIDT  
 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 - June 19, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6056 ***********************************************************************
 AI6056  DESIGNATION -  3X19
 AI6056  PID         -  AI6056
 AI6056  STATE/COUNTY-  WI/FOND DU LAC
 AI6056  USGS QUAD   -  FOND DU LAC (1992)
 AI6056
 AI6056                         *CURRENT SURVEY CONTROL
 AI6056  ___________________________________________________________________
 AI6056* NAD 83(1986)-  43 47 01.     (N)    088 24 01.     (W)     SCALED    
 AI6056* NAVD 88     -       236.192  (meters)     774.91   (feet)  ADJUSTED  
 AI6056  ___________________________________________________________________
 AI6056  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 AI6056  DYNAMIC HT  -         236.143 (meters)     774.75  (feet)  COMP
 AI6056  MODELED GRAV-     980,408.1   (mgal)                       NAVD 88
 AI6056
 AI6056  VERT ORDER  -  SECOND    CLASS I
 AI6056
 AI6056.The horizontal coordinates were scaled from a topographic map and have
 AI6056.an estimated accuracy of +/- 6 seconds.
 AI6056
 AI6056.The orthometric height was determined by differential leveling
 AI6056.and adjusted by the National Geodetic Survey in October 2000..
 AI6056
 AI6056.The geoid height was determined by GEOID03.
 AI6056
 AI6056.The dynamic height is computed by dividing the NAVD 88
 AI6056.geopotential number by the normal gravity value computed on the
 AI6056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6056.degrees latitude (g = 980.6199 gals.).
 AI6056
 AI6056.The modeled gravity was interpolated from observed gravity values.
 AI6056
 AI6056;                    North         East    Units  Estimated Accuracy
 AI6056;SPC WI S     -   199,380.      728,760.      MT  (+/- 180 meters Scaled)
 AI6056
 AI6056                          SUPERSEDED SURVEY CONTROL
 AI6056
 AI6056.No superseded survey control is available for this station.
 AI6056
 AI6056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP873487(NAD 83)
 AI6056_MARKER: DD = SURVEY DISK
 AI6056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6056_STAMPING: 3X19 1999
 AI6056_MARK LOGO: WIDT  
 AI6056_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6056+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6056
 AI6056  HISTORY     - Date     Condition        Report By
 AI6056  HISTORY     - 1999     MONUMENTED       WIDT
 AI6056  HISTORY     - 20030722 MARK NOT FOUND   USPSQD
 AI6056  HISTORY     - 20050404 MARK NOT FOUND   WIDT
 AI6056
 AI6056                          STATION DESCRIPTION
 AI6056
 AI6056'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6056'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) EAST OF FOND DU LAC AND
 AI6056'9.7 KM (6.00 MI) NORTHWEST OE EDEN.  OWNERSHIP--WISCONSIN DEPARTMENT
 AI6056'OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF US
 AI6056'HIGHWAY 45 (MAIN STREET) WITH STATE HIGHWAY 23 (JOHNSON STREET) IN THE
 AI6056'CITY OF FOND DU LAC, GO EAST ON STATE HIGHWAY 23 (JOHNSON STREET) FOR
 AI6056'1.9 KM (1.20 MI) TO NATIONAL AVENUE AND WHERE STATE HIGHWAY 23 BECOMES
 AI6056'A FOUR LANE DIVIDED HIGHWAY, CONTINUE EAST ON STATE HIGHWAY 23 FOR 1.2
 AI6056'KM (0.75 MI) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 AI6056'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 AI6056'DISK STAMPED --3X19 1999-- AND SET IN THE TOP OF A 41 CM (16-INCH)
 AI6056'DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 1.0 M (3.3 FT)
 AI6056'BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 11.6 M (38.1 FT) NORTH OF
 AI6056'THE CENTERLINE OF THE TWO WEST BOUND LANES OF STATE HIGHWAY 23, 0.2 KM
 AI6056'(0.10 MI) EAST OF HIGH TRANSMISSION POWER LINE, 64 M (210.0 FT)
 AI6056'WEST-SOUTHWEST OF A METAL --WARNING UNDERGROUND CABLE-- POST, 45.3 M
 AI6056'(148.6 FT) EAST OF THE TOP CENTER OF THE NORTH END OF A .45 M (1.48
 AI6056'FT) DIAMETER CONCRETE CULVERT PIPE, 18 M (59.1 FT) SOUTH OF A
 AI6056'CULTIVATED FIELD, AND 1.0 M (3.3 FT) SOUTH OF A WHITE PLASTIC WITNESS
 AI6056'POST.  ---NOTE 1---THE STATION MUST BE ACCESSED FROM THE WEST BOUND
 AI6056'LANES.  ---NOTE 2---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING
 AI6056'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI6056
 AI6056                          STATION RECOVERY (2003)
 AI6056
 AI6056'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6056'NOT FOUND.  A NEW OVERPASS IS BEING CONSTRUCTED NEAR THE SITE WITH
 AI6056'ON/OFF RAMPS WHICH MAY HAVE COVERED OR REMOVED THE STATION.
 AI6056
 AI6056                          STATION RECOVERY (2005)
 AI6056
 AI6056'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI6056'NOT FOUND.  DESCRIPTION PLACES THE STATION UNDER THE NEW NORTHBOUND
 AI6056'ON-RAMP FOR THE FUTURE HIGHWAY 151 BYPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6052 ***********************************************************************
 AI6052  DESIGNATION -  3X20
 AI6052  PID         -  AI6052
 AI6052  STATE/COUNTY-  WI/FOND DU LAC
 AI6052  USGS QUAD   -  FOND DU LAC (1992)
 AI6052
 AI6052                         *CURRENT SURVEY CONTROL
 AI6052  ___________________________________________________________________
 AI6052* NAD 83(1986)-  43 47 12.     (N)    088 24 55.     (W)     SCALED    
 AI6052* NAVD 88     -       231.268  (meters)     758.75   (feet)  ADJUSTED  
 AI6052  ___________________________________________________________________
 AI6052  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 AI6052  DYNAMIC HT  -         231.221 (meters)     758.60  (feet)  COMP
 AI6052  MODELED GRAV-     980,410.2   (mgal)                       NAVD 88
 AI6052
 AI6052  VERT ORDER  -  SECOND    CLASS I
 AI6052
 AI6052.The horizontal coordinates were scaled from a topographic map and have
 AI6052.an estimated accuracy of +/- 6 seconds.
 AI6052
 AI6052.The orthometric height was determined by differential leveling
 AI6052.and adjusted by the National Geodetic Survey in October 2000..
 AI6052
 AI6052.The geoid height was determined by GEOID03.
 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     -   199,700.      727,550.      MT  (+/- 180 meters Scaled)
 AI6052
 AI6052                          SUPERSEDED SURVEY CONTROL
 AI6052
 AI6052.No superseded survey control is available for this station.
 AI6052
 AI6052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP861491(NAD 83)
 AI6052_MARKER: DD = SURVEY DISK
 AI6052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6052_STAMPING: 3X20 1999
 AI6052_MARK LOGO: WIDT  
 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 - June 19, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6053 ***********************************************************************
 AI6053  DESIGNATION -  3X21
 AI6053  PID         -  AI6053
 AI6053  STATE/COUNTY-  WI/FOND DU LAC
 AI6053  USGS QUAD   -  FOND DU LAC (1992)
 AI6053
 AI6053                         *CURRENT SURVEY CONTROL
 AI6053  ___________________________________________________________________
 AI6053* NAD 83(1986)-  43 47 38.     (N)    088 25 53.     (W)     SCALED    
 AI6053* NAVD 88     -       230.359  (meters)     755.77   (feet)  ADJUSTED  
 AI6053  ___________________________________________________________________
 AI6053  GEOID HEIGHT-         -35.75  (meters)                     GEOID03
 AI6053  DYNAMIC HT  -         230.312 (meters)     755.62  (feet)  COMP
 AI6053  MODELED GRAV-     980,410.4   (mgal)                       NAVD 88
 AI6053
 AI6053  VERT ORDER  -  SECOND    CLASS I
 AI6053
 AI6053.The horizontal coordinates were scaled from a topographic map and have
 AI6053.an estimated accuracy of +/- 6 seconds.
 AI6053
 AI6053.The orthometric height was determined by differential leveling
 AI6053.and adjusted by the National Geodetic Survey in October 2000..
 AI6053
 AI6053.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 AI6053;SPC WI S     -   200,470.      726,230.      MT  (+/- 180 meters Scaled)
 AI6053
 AI6053                          SUPERSEDED SURVEY CONTROL
 AI6053
 AI6053.No superseded survey control is available for this station.
 AI6053
 AI6053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP848499(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6053+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6183 ***********************************************************************
 AI6183  DESIGNATION -  3X31
 AI6183  PID         -  AI6183
 AI6183  STATE/COUNTY-  WI/WASHINGTON
 AI6183  USGS QUAD   -  KEWASKUM (1974)
 AI6183
 AI6183                         *CURRENT SURVEY CONTROL
 AI6183  ___________________________________________________________________
 AI6183* NAD 83(1986)-  43 30 50.     (N)    088 13 27.     (W)     SCALED    
 AI6183* NAVD 88     -       292.625  (meters)     960.05   (feet)  ADJUSTED  
 AI6183  ___________________________________________________________________
 AI6183  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 AI6183  DYNAMIC HT  -         292.559 (meters)     959.84  (feet)  COMP
 AI6183  MODELED GRAV-     980,385.8   (mgal)                       NAVD 88
 AI6183
 AI6183  VERT ORDER  -  SECOND    CLASS I
 AI6183
 AI6183.The horizontal coordinates were scaled from a topographic map and have
 AI6183.an estimated accuracy of +/- 6 seconds.
 AI6183
 AI6183.The orthometric height was determined by differential leveling
 AI6183.and adjusted by the National Geodetic Survey in October 2000..
 AI6183
 AI6183.The geoid height was determined by GEOID03.
 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     -   169,710.      743,570.      MT  (+/- 180 meters Scaled)
 AI6183
 AI6183                          SUPERSEDED SURVEY CONTROL
 AI6183
 AI6183.No superseded survey control is available for this station.
 AI6183
 AI6183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP010186(NAD 83)
 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
 AI6183  HISTORY     - Date     Condition        Report By
 AI6183  HISTORY     - 1999     MONUMENTED       WIDT
 AI6183  HISTORY     - 20031108 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6181 ***********************************************************************
 AI6181  DESIGNATION -  3X32
 AI6181  PID         -  AI6181
 AI6181  STATE/COUNTY-  WI/WASHINGTON
 AI6181  USGS QUAD   -  CAMPBELLSPORT (1974)
 AI6181
 AI6181                         *CURRENT SURVEY CONTROL
 AI6181  ___________________________________________________________________
 AI6181* NAD 83(1986)-  43 30 44.     (N)    088 15 43.     (W)     SCALED    
 AI6181* NAVD 88     -       326.854  (meters)    1072.35   (feet)  ADJUSTED  
 AI6181  ___________________________________________________________________
 AI6181  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 AI6181  DYNAMIC HT  -         326.780 (meters)    1072.11  (feet)  COMP
 AI6181  MODELED GRAV-     980,384.2   (mgal)                       NAVD 88
 AI6181
 AI6181  VERT ORDER  -  SECOND    CLASS I
 AI6181
 AI6181.The horizontal coordinates were scaled from a topographic map and have
 AI6181.an estimated accuracy of +/- 6 seconds.
 AI6181
 AI6181.The orthometric height was determined by differential leveling
 AI6181.and adjusted by the National Geodetic Survey in October 2000..
 AI6181
 AI6181.The geoid height was determined by GEOID03.
 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     -   169,460.      740,520.      MT  (+/- 180 meters Scaled)
 AI6181
 AI6181                          SUPERSEDED SURVEY CONTROL
 AI6181
 AI6181.No superseded survey control is available for this station.
 AI6181
 AI6181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP979184(NAD 83)
 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 - November 08, 2003
 AI6181
 AI6181  HISTORY     - Date     Condition        Report By
 AI6181  HISTORY     - 1999     MONUMENTED       WIDT
 AI6181  HISTORY     - 20031108 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6182 ***********************************************************************
 AI6182  DESIGNATION -  3X33
 AI6182  PID         -  AI6182
 AI6182  STATE/COUNTY-  WI/WASHINGTON
 AI6182  USGS QUAD   -  CAMPBELLSPORT (1974)
 AI6182
 AI6182                         *CURRENT SURVEY CONTROL
 AI6182  ___________________________________________________________________
 AI6182* NAD 83(1986)-  43 31 26.     (N)    088 15 35.     (W)     SCALED    
 AI6182* NAVD 88     -       318.139  (meters)    1043.76   (feet)  ADJUSTED  
 AI6182  ___________________________________________________________________
 AI6182  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 AI6182  DYNAMIC HT  -         318.067 (meters)    1043.52  (feet)  COMP
 AI6182  MODELED GRAV-     980,384.7   (mgal)                       NAVD 88
 AI6182
 AI6182  VERT ORDER  -  SECOND    CLASS I
 AI6182
 AI6182.The horizontal coordinates were scaled from a topographic map and have
 AI6182.an estimated accuracy of +/- 6 seconds.
 AI6182
 AI6182.The orthometric height was determined by differential leveling
 AI6182.and adjusted by the National Geodetic Survey in October 2000..
 AI6182
 AI6182.The geoid height was determined by GEOID03.
 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     -   170,760.      740,670.      MT  (+/- 180 meters Scaled)
 AI6182
 AI6182                          SUPERSEDED SURVEY CONTROL
 AI6182
 AI6182.No superseded survey control is available for this station.
 AI6182
 AI6182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP981197(NAD 83)
 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 - November 08, 2003
 AI6182
 AI6182  HISTORY     - Date     Condition        Report By
 AI6182  HISTORY     - 1999     MONUMENTED       WIDT
 AI6182  HISTORY     - 20031108 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6065 ***********************************************************************
 AI6065  DESIGNATION -  3X34
 AI6065  PID         -  AI6065
 AI6065  STATE/COUNTY-  WI/WASHINGTON
 AI6065  USGS QUAD   -  KEWASKUM (1974)
 AI6065
 AI6065                         *CURRENT SURVEY CONTROL
 AI6065  ___________________________________________________________________
 AI6065* NAD 83(1986)-  43 31 53.     (N)    088 14 02.     (W)     SCALED    
 AI6065* NAVD 88     -       300.865  (meters)     987.09   (feet)  ADJUSTED  
 AI6065  ___________________________________________________________________
 AI6065  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 AI6065  DYNAMIC HT  -         300.797 (meters)     986.86  (feet)  COMP
 AI6065  MODELED GRAV-     980,385.7   (mgal)                       NAVD 88
 AI6065
 AI6065  VERT ORDER  -  SECOND    CLASS I
 AI6065
 AI6065.The horizontal coordinates were scaled from a topographic map and have
 AI6065.an estimated accuracy of +/- 6 seconds.
 AI6065
 AI6065.The orthometric height was determined by differential leveling
 AI6065.and adjusted by the National Geodetic Survey in October 2000..
 AI6065
 AI6065.The geoid height was determined by GEOID03.
 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     -   171,640.      742,740.      MT  (+/- 180 meters Scaled)
 AI6065
 AI6065                          SUPERSEDED SURVEY CONTROL
 AI6065
 AI6065.No superseded survey control is available for this station.
 AI6065
 AI6065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP002205(NAD 83)
 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 - November 08, 2003
 AI6065
 AI6065  HISTORY     - Date     Condition        Report By
 AI6065  HISTORY     - 1999     MONUMENTED       WIDT
 AI6065  HISTORY     - 20031108 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6031 ***********************************************************************
 AI6031  DESIGNATION -  3X35
 AI6031  PID         -  AI6031
 AI6031  STATE/COUNTY-  WI/FOND DU LAC
 AI6031  USGS QUAD   -  KEWASKUM (1974)
 AI6031
 AI6031                         *CURRENT SURVEY CONTROL
 AI6031  ___________________________________________________________________
 AI6031* NAD 83(1986)-  43 32 45.     (N)    088 14 10.     (W)     SCALED    
 AI6031* NAVD 88     -       290.666  (meters)     953.63   (feet)  ADJUSTED  
 AI6031  ___________________________________________________________________
 AI6031  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 AI6031  DYNAMIC HT  -         290.600 (meters)     953.41  (feet)  COMP
 AI6031  MODELED GRAV-     980,386.0   (mgal)                       NAVD 88
 AI6031
 AI6031  VERT ORDER  -  SECOND    CLASS I
 AI6031
 AI6031.The horizontal coordinates were scaled from a topographic map and have
 AI6031.an estimated accuracy of +/- 6 seconds.
 AI6031
 AI6031.The orthometric height was determined by differential leveling
 AI6031.and adjusted by the National Geodetic Survey in October 2000..
 AI6031
 AI6031.The geoid height was determined by GEOID03.
 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     -   173,240.      742,530.      MT  (+/- 180 meters Scaled)
 AI6031
 AI6031                          SUPERSEDED SURVEY CONTROL
 AI6031
 AI6031.No superseded survey control is available for this station.
 AI6031
 AI6031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP001221(NAD 83)
 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 - April 22, 2005
 AI6031
 AI6031  HISTORY     - Date     Condition        Report By
 AI6031  HISTORY     - 1999     MONUMENTED       WIDT
 AI6031  HISTORY     - 20030709 GOOD             USPSQD
 AI6031  HISTORY     - 20050422 GOOD             WIDT
 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--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6032 ***********************************************************************
 AI6032  DESIGNATION -  3X36
 AI6032  PID         -  AI6032
 AI6032  STATE/COUNTY-  WI/FOND DU LAC
 AI6032  USGS QUAD   -  KEWASKUM (1974)
 AI6032
 AI6032                         *CURRENT SURVEY CONTROL
 AI6032  ___________________________________________________________________
 AI6032* NAD 83(1986)-  43 33 31.     (N)    088 14 24.     (W)     SCALED    
 AI6032* NAVD 88     -       295.551  (meters)     969.65   (feet)  ADJUSTED  
 AI6032  ___________________________________________________________________
 AI6032  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 AI6032  DYNAMIC HT  -         295.485 (meters)     969.44  (feet)  COMP
 AI6032  MODELED GRAV-     980,386.1   (mgal)                       NAVD 88
 AI6032
 AI6032  VERT ORDER  -  SECOND    CLASS I
 AI6032
 AI6032.The horizontal coordinates were scaled from a topographic map and have
 AI6032.an estimated accuracy of +/- 6 seconds.
 AI6032
 AI6032.The orthometric height was determined by differential leveling
 AI6032.and adjusted by the National Geodetic Survey in October 2000..
 AI6032
 AI6032.The geoid height was determined by GEOID03.
 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     -   174,650.      742,190.      MT  (+/- 180 meters Scaled)
 AI6032
 AI6032                          SUPERSEDED SURVEY CONTROL
 AI6032
 AI6032.No superseded survey control is available for this station.
 AI6032
 AI6032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP998235(NAD 83)
 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 - April 22, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6033 ***********************************************************************
 AI6033  DESIGNATION -  3X37
 AI6033  PID         -  AI6033
 AI6033  STATE/COUNTY-  WI/FOND DU LAC
 AI6033  USGS QUAD   -  KEWASKUM (1974)
 AI6033
 AI6033                         *CURRENT SURVEY CONTROL
 AI6033  ___________________________________________________________________
 AI6033* NAD 83(1986)-  43 34 22.     (N)    088 14 40.     (W)     SCALED    
 AI6033* NAVD 88     -       297.457  (meters)     975.91   (feet)  ADJUSTED  
 AI6033  ___________________________________________________________________
 AI6033  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 AI6033  DYNAMIC HT  -         297.390 (meters)     975.69  (feet)  COMP
 AI6033  MODELED GRAV-     980,386.4   (mgal)                       NAVD 88
 AI6033
 AI6033  VERT ORDER  -  SECOND    CLASS I
 AI6033
 AI6033.The horizontal coordinates were scaled from a topographic map and have
 AI6033.an estimated accuracy of +/- 6 seconds.
 AI6033
 AI6033.The orthometric height was determined by differential leveling
 AI6033.and adjusted by the National Geodetic Survey in May 2003..
 AI6033
 AI6033.The geoid height was determined by GEOID03.
 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     -   176,210.      741,790.      MT  (+/- 180 meters Scaled)
 AI6033
 AI6033                          SUPERSEDED SURVEY CONTROL
 AI6033
 AI6033  NAVD 88 (10/20/00)  297.465  (m)          975.93   (f) UNKNOWN     2 1
 AI6033
 AI6033.Superseded values are not recommended for survey control.
 AI6033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6033.See file dsdata.txt to determine how the superseded data were derived.
 AI6033
 AI6033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP995251(NAD 83)
 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 - April 22, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6205 ***********************************************************************
 AI6205  DESIGNATION -  3X38
 AI6205  PID         -  AI6205
 AI6205  STATE/COUNTY-  WI/FOND DU LAC
 AI6205  USGS QUAD   -  CAMPBELLSPORT (1974)
 AI6205
 AI6205                         *CURRENT SURVEY CONTROL
 AI6205  ___________________________________________________________________
 AI6205* NAD 83(1986)-  43 33 54.     (N)    088 15 59.     (W)     SCALED    
 AI6205* NAVD 88     -       298.190  (meters)     978.31   (feet)  ADJUSTED  
 AI6205  ___________________________________________________________________
 AI6205  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 AI6205  DYNAMIC HT  -         298.123 (meters)     978.09  (feet)  COMP
 AI6205  MODELED GRAV-     980,385.9   (mgal)                       NAVD 88
 AI6205
 AI6205  VERT ORDER  -  SECOND    CLASS I
 AI6205
 AI6205.The horizontal coordinates were scaled from a topographic map and have
 AI6205.an estimated accuracy of +/- 6 seconds.
 AI6205
 AI6205.The orthometric height was determined by differential leveling
 AI6205.and adjusted by the National Geodetic Survey in October 2000..
 AI6205
 AI6205.The geoid height was determined by GEOID03.
 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     -   175,310.      740,040.      MT  (+/- 180 meters Scaled)
 AI6205
 AI6205                          SUPERSEDED SURVEY CONTROL
 AI6205
 AI6205.No superseded survey control is available for this station.
 AI6205
 AI6205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP977243(NAD 83)
 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 - May 04, 2005
 AI6205
 AI6205  HISTORY     - Date     Condition        Report By
 AI6205  HISTORY     - 1999     MONUMENTED       WIDT
 AI6205  HISTORY     - 20030709 GOOD             USPSQD
 AI6205  HISTORY     - 20050504 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6206 ***********************************************************************
 AI6206  DESIGNATION -  3X39
 AI6206  PID         -  AI6206
 AI6206  STATE/COUNTY-  WI/FOND DU LAC
 AI6206  USGS QUAD   -  CAMPBELLSPORT (1974)
 AI6206
 AI6206                         *CURRENT SURVEY CONTROL
 AI6206  ___________________________________________________________________
 AI6206* NAD 83(1986)-  43 34 43.     (N)    088 16 16.     (W)     SCALED    
 AI6206* NAVD 88     -       318.315  (meters)    1044.34   (feet)  ADJUSTED  
 AI6206  ___________________________________________________________________
 AI6206  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 AI6206  DYNAMIC HT  -         318.244 (meters)    1044.11  (feet)  COMP
 AI6206  MODELED GRAV-     980,386.3   (mgal)                       NAVD 88
 AI6206
 AI6206  VERT ORDER  -  SECOND    CLASS I
 AI6206
 AI6206.The horizontal coordinates were scaled from a topographic map and have
 AI6206.an estimated accuracy of +/- 6 seconds.
 AI6206
 AI6206.The orthometric height was determined by differential leveling
 AI6206.and adjusted by the National Geodetic Survey in October 2000..
 AI6206
 AI6206.The geoid height was determined by GEOID03.
 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     -   176,820.      739,630.      MT  (+/- 180 meters Scaled)
 AI6206
 AI6206                          SUPERSEDED SURVEY CONTROL
 AI6206
 AI6206.No superseded survey control is available for this station.
 AI6206
 AI6206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP973258(NAD 83)
 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 = OCTOBER  7, 2006
 AI6207 ***********************************************************************
 AI6207  DESIGNATION -  3X40
 AI6207  PID         -  AI6207
 AI6207  STATE/COUNTY-  WI/FOND DU LAC
 AI6207  USGS QUAD   -  CAMPBELLSPORT (1974)
 AI6207
 AI6207                         *CURRENT SURVEY CONTROL
 AI6207  ___________________________________________________________________
 AI6207* NAD 83(1986)-  43 35 27.     (N)    088 16 07.     (W)     SCALED    
 AI6207* NAVD 88     -       313.611  (meters)    1028.91   (feet)  ADJUSTED  
 AI6207  ___________________________________________________________________
 AI6207  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 AI6207  DYNAMIC HT  -         313.540 (meters)    1028.67  (feet)  COMP
 AI6207  MODELED GRAV-     980,386.7   (mgal)                       NAVD 88
 AI6207
 AI6207  VERT ORDER  -  SECOND    CLASS I
 AI6207
 AI6207.The horizontal coordinates were scaled from a topographic map and have
 AI6207.an estimated accuracy of +/- 6 seconds.
 AI6207
 AI6207.The orthometric height was determined by differential leveling
 AI6207.and adjusted by the National Geodetic Survey in October 2000..
 AI6207
 AI6207.The geoid height was determined by GEOID03.
 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     -   178,180.      739,800.      MT  (+/- 180 meters Scaled)
 AI6207
 AI6207                          SUPERSEDED SURVEY CONTROL
 AI6207
 AI6207.No superseded survey control is available for this station.
 AI6207
 AI6207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP975272(NAD 83)
 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 = OCTOBER  7, 2006
 AI6034 ***********************************************************************
 AI6034  DESIGNATION -  3X41
 AI6034  PID         -  AI6034
 AI6034  STATE/COUNTY-  WI/FOND DU LAC
 AI6034  USGS QUAD   -  KEWASKUM (1974)
 AI6034
 AI6034                         *CURRENT SURVEY CONTROL
 AI6034  ___________________________________________________________________
 AI6034* NAD 83(1986)-  43 35 59.     (N)    088 14 40.     (W)     SCALED    
 AI6034* NAVD 88     -       306.520  (meters)    1005.64   (feet)  ADJUSTED  
 AI6034  ___________________________________________________________________
 AI6034  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 AI6034  DYNAMIC HT  -         306.451 (meters)    1005.41  (feet)  COMP
 AI6034  MODELED GRAV-     980,387.2   (mgal)                       NAVD 88
 AI6034
 AI6034  VERT ORDER  -  SECOND    CLASS I
 AI6034
 AI6034.The horizontal coordinates were scaled from a topographic map and have
 AI6034.an estimated accuracy of +/- 6 seconds.
 AI6034
 AI6034.The orthometric height was determined by differential leveling
 AI6034.and adjusted by the National Geodetic Survey in October 2000..
 AI6034
 AI6034.The geoid height was determined by GEOID03.
 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     -   179,210.      741,730.      MT  (+/- 180 meters Scaled)
 AI6034
 AI6034                          SUPERSEDED SURVEY CONTROL
 AI6034
 AI6034.No superseded survey control is available for this station.
 AI6034
 AI6034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP995281(NAD 83)
 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 - May 04, 2005
 AI6034
 AI6034  HISTORY     - Date     Condition        Report By
 AI6034  HISTORY     - 1999     MONUMENTED       WIDT
 AI6034  HISTORY     - 20030709 GOOD             USPSQD
 AI6034  HISTORY     - 20050504 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6035 ***********************************************************************
 AI6035  DESIGNATION -  3X42
 AI6035  PID         -  AI6035
 AI6035  STATE/COUNTY-  WI/FOND DU LAC
 AI6035  USGS QUAD   -  KEWASKUM (1974)
 AI6035
 AI6035                         *CURRENT SURVEY CONTROL
 AI6035  ___________________________________________________________________
 AI6035* NAD 83(1986)-  43 36 38.     (N)    088 14 30.     (W)     SCALED    
 AI6035* NAVD 88     -       305.724  (meters)    1003.03   (feet)  ADJUSTED  
 AI6035  ___________________________________________________________________
 AI6035  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 AI6035  DYNAMIC HT  -         305.655 (meters)    1002.80  (feet)  COMP
 AI6035  MODELED GRAV-     980,387.7   (mgal)                       NAVD 88
 AI6035
 AI6035  VERT ORDER  -  SECOND    CLASS I
 AI6035
 AI6035.The horizontal coordinates were scaled from a topographic map and have
 AI6035.an estimated accuracy of +/- 6 seconds.
 AI6035
 AI6035.The orthometric height was determined by differential leveling
 AI6035.and adjusted by the National Geodetic Survey in October 2000..
 AI6035
 AI6035.The geoid height was determined by GEOID03.
 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     -   180,420.      741,930.      MT  (+/- 180 meters Scaled)
 AI6035
 AI6035                          SUPERSEDED SURVEY CONTROL
 AI6035
 AI6035.No superseded survey control is available for this station.
 AI6035
 AI6035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP998293(NAD 83)
 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 - May 04, 2005
 AI6035
 AI6035  HISTORY     - Date     Condition        Report By
 AI6035  HISTORY     - 1999     MONUMENTED       WIDT
 AI6035  HISTORY     - 20030709 GOOD             USPSQD
 AI6035  HISTORY     - 20050504 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6036 ***********************************************************************
 AI6036  DESIGNATION -  3X43
 AI6036  PID         -  AI6036
 AI6036  STATE/COUNTY-  WI/FOND DU LAC
 AI6036  USGS QUAD   -  KEWASKUM (1974)
 AI6036
 AI6036                         *CURRENT SURVEY CONTROL
 AI6036  ___________________________________________________________________
 AI6036* NAD 83(1986)-  43 37 21.     (N)    088 14 25.     (W)     SCALED    
 AI6036* NAVD 88     -       310.397  (meters)    1018.36   (feet)  ADJUSTED  
 AI6036  ___________________________________________________________________
 AI6036  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 AI6036  DYNAMIC HT  -         310.328 (meters)    1018.13  (feet)  COMP
 AI6036  MODELED GRAV-     980,388.2   (mgal)                       NAVD 88
 AI6036
 AI6036  VERT ORDER  -  SECOND    CLASS I
 AI6036
 AI6036.The horizontal coordinates were scaled from a topographic map and have
 AI6036.an estimated accuracy of +/- 6 seconds.
 AI6036
 AI6036.The orthometric height was determined by differential leveling
 AI6036.and adjusted by the National Geodetic Survey in October 2000..
 AI6036
 AI6036.The geoid height was determined by GEOID03.
 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     -   181,740.      742,010.      MT  (+/- 180 meters Scaled)
 AI6036
 AI6036                          SUPERSEDED SURVEY CONTROL
 AI6036
 AI6036.No superseded survey control is available for this station.
 AI6036
 AI6036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP999306(NAD 83)
 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 = OCTOBER  7, 2006
 AI6037 ***********************************************************************
 AI6037  DESIGNATION -  3X44
 AI6037  PID         -  AI6037
 AI6037  STATE/COUNTY-  WI/FOND DU LAC
 AI6037  USGS QUAD   -  DUNDEE (1974)
 AI6037
 AI6037                         *CURRENT SURVEY CONTROL
 AI6037  ___________________________________________________________________
 AI6037* NAD 83(1986)-  43 37 59.     (N)    088 14 30.     (W)     SCALED    
 AI6037* NAVD 88     -       322.942  (meters)    1059.52   (feet)  ADJUSTED  
 AI6037  ___________________________________________________________________
 AI6037  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 AI6037  DYNAMIC HT  -         322.870 (meters)    1059.28  (feet)  COMP
 AI6037  MODELED GRAV-     980,388.7   (mgal)                       NAVD 88
 AI6037
 AI6037  VERT ORDER  -  SECOND    CLASS I
 AI6037
 AI6037.The horizontal coordinates were scaled from a topographic map and have
 AI6037.an estimated accuracy of +/- 6 seconds.
 AI6037
 AI6037.The orthometric height was determined by differential leveling
 AI6037.and adjusted by the National Geodetic Survey in October 2000..
 AI6037
 AI6037.The geoid height was determined by GEOID03.
 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     -   182,910.      741,880.      MT  (+/- 180 meters Scaled)
 AI6037
 AI6037                          SUPERSEDED SURVEY CONTROL
 AI6037
 AI6037.No superseded survey control is available for this station.
 AI6037
 AI6037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP998318(NAD 83)
 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 = OCTOBER  7, 2006
 AI6038 ***********************************************************************
 AI6038  DESIGNATION -  3X45
 AI6038  PID         -  AI6038
 AI6038  STATE/COUNTY-  WI/FOND DU LAC
 AI6038  USGS QUAD   -  EDEN (1974)
 AI6038
 AI6038                         *CURRENT SURVEY CONTROL
 AI6038  ___________________________________________________________________
 AI6038* NAD 83(1986)-  43 38 37.     (N)    088 15 08.     (W)     SCALED    
 AI6038* NAVD 88     -       319.901  (meters)    1049.54   (feet)  ADJUSTED  
 AI6038  ___________________________________________________________________
 AI6038  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 AI6038  DYNAMIC HT  -         319.830 (meters)    1049.31  (feet)  COMP
 AI6038  MODELED GRAV-     980,389.3   (mgal)                       NAVD 88
 AI6038
 AI6038  VERT ORDER  -  SECOND    CLASS I
 AI6038
 AI6038.The horizontal coordinates were scaled from a topographic map and have
 AI6038.an estimated accuracy of +/- 6 seconds.
 AI6038
 AI6038.The orthometric height was determined by differential leveling
 AI6038.and adjusted by the National Geodetic Survey in October 2000..
 AI6038
 AI6038.The geoid height was determined by GEOID03.
 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     -   184,070.      741,000.      MT  (+/- 180 meters Scaled)
 AI6038
 AI6038                          SUPERSEDED SURVEY CONTROL
 AI6038
 AI6038.No superseded survey control is available for this station.
 AI6038
 AI6038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP990330(NAD 83)
 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 = OCTOBER  7, 2006
 AI6039 ***********************************************************************
 AI6039  DESIGNATION -  3X46
 AI6039  PID         -  AI6039
 AI6039  STATE/COUNTY-  WI/FOND DU LAC
 AI6039  USGS QUAD   -  EDEN (1974)
 AI6039
 AI6039                         *CURRENT SURVEY CONTROL
 AI6039  ___________________________________________________________________
 AI6039* NAD 83(1986)-  43 40 15.     (N)    088 16 12.     (W)     SCALED    
 AI6039* NAVD 88     -       323.742  (meters)    1062.14   (feet)  ADJUSTED  
 AI6039  ___________________________________________________________________
 AI6039  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 AI6039  DYNAMIC HT  -         323.671 (meters)    1061.91  (feet)  COMP
 AI6039  MODELED GRAV-     980,391.3   (mgal)                       NAVD 88
 AI6039
 AI6039  VERT ORDER  -  SECOND    CLASS I
 AI6039
 AI6039.The horizontal coordinates were scaled from a topographic map and have
 AI6039.an estimated accuracy of +/- 6 seconds.
 AI6039
 AI6039.The orthometric height was determined by differential leveling
 AI6039.and adjusted by the National Geodetic Survey in October 2000..
 AI6039
 AI6039.The geoid height was determined by GEOID03.
 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     -   187,060.      739,500.      MT  (+/- 180 meters Scaled)
 AI6039
 AI6039                          SUPERSEDED SURVEY CONTROL
 AI6039
 AI6039.No superseded survey control is available for this station.
 AI6039
 AI6039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP976360(NAD 83)
 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 = OCTOBER  7, 2006
 AI6040 ***********************************************************************
 AI6040  DESIGNATION -  3X47
 AI6040  PID         -  AI6040
 AI6040  STATE/COUNTY-  WI/FOND DU LAC
 AI6040  USGS QUAD   -  EDEN (1974)
 AI6040
 AI6040                         *CURRENT SURVEY CONTROL
 AI6040  ___________________________________________________________________
 AI6040* NAD 83(1986)-  43 40 41.     (N)    088 16 57.     (W)     SCALED    
 AI6040* NAVD 88     -       319.104  (meters)    1046.93   (feet)  ADJUSTED  
 AI6040  ___________________________________________________________________
 AI6040  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 AI6040  DYNAMIC HT  -         319.034 (meters)    1046.70  (feet)  COMP
 AI6040  MODELED GRAV-     980,392.1   (mgal)                       NAVD 88
 AI6040
 AI6040  VERT ORDER  -  SECOND    CLASS I
 AI6040
 AI6040.The horizontal coordinates were scaled from a topographic map and have
 AI6040.an estimated accuracy of +/- 6 seconds.
 AI6040
 AI6040.The orthometric height was determined by differential leveling
 AI6040.and adjusted by the National Geodetic Survey in October 2000..
 AI6040
 AI6040.The geoid height was determined by GEOID03.
 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     -   187,840.      738,480.      MT  (+/- 180 meters Scaled)
 AI6040
 AI6040                          SUPERSEDED SURVEY CONTROL
 AI6040
 AI6040.No superseded survey control is available for this station.
 AI6040
 AI6040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP966369(NAD 83)
 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 = OCTOBER  7, 2006
 DE7533 ***********************************************************************
 DE7533  DESIGNATION -  3X48
 DE7533  PID         -  DE7533
 DE7533  STATE/COUNTY-  WI/FOND DU LAC
 DE7533  USGS QUAD   -  FOND DU LAC (1992)
 DE7533
 DE7533                         *CURRENT SURVEY CONTROL
 DE7533  ___________________________________________________________________
 DE7533* NAD 83(1986)-  43 48 47.     (N)    088 23 25.     (W)     SCALED    
 DE7533* NAVD 88     -       229.983  (meters)     754.54   (feet)  ADJUSTED  
 DE7533  ___________________________________________________________________
 DE7533  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 DE7533  DYNAMIC HT  -         229.935 (meters)     754.38  (feet)  COMP
 DE7533  MODELED GRAV-     980,407.6   (mgal)                       NAVD 88
 DE7533
 DE7533  VERT ORDER  -  SECOND    CLASS I
 DE7533
 DE7533.The horizontal coordinates were scaled from a topographic map and have
 DE7533.an estimated accuracy of +/- 6 seconds.
 DE7533
 DE7533.The orthometric height was determined by differential leveling
 DE7533.and adjusted by the National Geodetic Survey in May 2003..
 DE7533
 DE7533.The geoid height was determined by GEOID03.
 DE7533
 DE7533.The dynamic height is computed by dividing the NAVD 88
 DE7533.geopotential number by the normal gravity value computed on the
 DE7533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7533.degrees latitude (g = 980.6199 gals.).
 DE7533
 DE7533.The modeled gravity was interpolated from observed gravity values.
 DE7533
 DE7533;                    North         East    Units  Estimated Accuracy
 DE7533;SPC WI S     -   202,670.      729,500.      MT  (+/- 180 meters Scaled)
 DE7533
 DE7533                          SUPERSEDED SURVEY CONTROL
 DE7533
 DE7533.No superseded survey control is available for this station.
 DE7533
 DE7533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP881520(NAD 83)
 DE7533_MARKER: DD = SURVEY DISK
 DE7533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7533_STAMPING: 3X48 2001
 DE7533_MARK LOGO: WIDT  
 DE7533_PROJECTION: FLUSH
 DE7533_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7533+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2005
 DE7533
 DE7533  HISTORY     - Date     Condition        Report By
 DE7533  HISTORY     - 2000     MONUMENTED       WIDT
 DE7533  HISTORY     - 20030708 GOOD             USPSQD
 DE7533  HISTORY     - 20050831 GOOD             WIDT
 DE7533
 DE7533                          STATION DESCRIPTION
 DE7533
 DE7533'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7533'THE STATION IS LOCATED ABOUT 12 KM WEST-SOUTHWEST OF MT CALVARY AND 6
 DE7533'KM NORTHEAST OF FOND DU LAC.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 DE7533'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY
 DE7533'151 WITH STATE HIGHWAY 149 ABOUT 7 KM NORTHEAST OF THE CITY OF FOND
 DE7533'DU LAC, GO SOUTHWEST ON US HIGHWAY 151 FOR 0.8 KM TO THE STATION ON
 DE7533'THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7533'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7533'A 41-CM DIAMETER CONCRETE MONUMENT SET TO A DEPTH 2.4 M AND ABOUT 0.5
 DE7533'M BELOW THE HIGHWAY.  THE STATION IS 9.5 M NORTH-NORTHWEST OF THE
 DE7533'CENTERLINE OF US HIGHWAY 151, 74.4 M EAST OF THE CENTERLINE OF SANDY
 DE7533'BEACH ROAD, 42.2 M SOUTH-SOUTHEAST OF UTILITY POLE --16-18-31.2 1/8,
 DE7533'27.6 M NORTHEAST OF UTILITY POLE --16-18-31.2 4/5--, 8.7 M
 DE7533'WEST-NORTHWEST OF A WOOD POST FOR A --SPEED LIMIT 35-- SIGN, AND 0.7
 DE7533'M SOUTH-SOUTHEAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 DE7533'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DE7533'ABOVE THE HORIZON EXCEPT FOR POWER LINES TO THE SOUTH EXTENDING TO 20
 DE7533'DEGREES.
 DE7533
 DE7533                          STATION RECOVERY (2003)
 DE7533
 DE7533'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7533'RECOVERED IN GOOD CONDITION.  NOTE- THE STATION IS IN A SWAMPY AREA.
 DE7533
 DE7533                          STATION RECOVERY (2005)
 DE7533
 DE7533'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7533'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 74.4 M NORTHEAST
 DE7533'OF THE INTERSECTION OF SANDY BEACH ROAD AND US HIGHWAY 151, 27.6 M
 DE7533'NORTH-NORTHEAST (NOT NORTHEAST) OF UTILITY POLE --16-18-31.2 4/5--,
 DE7533'AND 8.7 M SOUTHWEST (NOT WEST-NORTHWEST) OF A WOOD POST FOR A --SPEED
 DE7533'LIMIT 35--SIGN.
 DE7533'ADD-- THE STATION IS 0.5 MILE SOUTHEAST OF THE JUNCTION OF US HIGHWAY
 DE7533'151 WITH STATE HIGHWAY 149 AND 0.7 M SOUTHEAST, 1.0 M NORTH, AND 1.0 M
 DE7533'SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7534 ***********************************************************************
 DE7534  DESIGNATION -  3X49
 DE7534  PID         -  DE7534
 DE7534  STATE/COUNTY-  WI/FOND DU LAC
 DE7534  USGS QUAD   -  FOND DU LAC (1992)
 DE7534
 DE7534                         *CURRENT SURVEY CONTROL
 DE7534  ___________________________________________________________________
 DE7534* NAD 83(1986)-  43 49 26.     (N)    088 22 36.     (W)     SCALED    
 DE7534* NAVD 88     -       245.199  (meters)     804.46   (feet)  ADJUSTED  
 DE7534  ___________________________________________________________________
 DE7534  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 DE7534  DYNAMIC HT  -         245.148 (meters)     804.29  (feet)  COMP
 DE7534  MODELED GRAV-     980,405.9   (mgal)                       NAVD 88
 DE7534
 DE7534  VERT ORDER  -  SECOND    CLASS I
 DE7534
 DE7534.The horizontal coordinates were scaled from a topographic map and have
 DE7534.an estimated accuracy of +/- 6 seconds.
 DE7534
 DE7534.The orthometric height was determined by differential leveling
 DE7534.and adjusted by the National Geodetic Survey in May 2003..
 DE7534
 DE7534.The geoid height was determined by GEOID03.
 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     -   203,890.      730,570.      MT  (+/- 180 meters Scaled)
 DE7534
 DE7534                          SUPERSEDED SURVEY CONTROL
 DE7534
 DE7534.No superseded survey control is available for this station.
 DE7534
 DE7534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP893532(NAD 83)
 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 - August 31, 2005
 DE7534
 DE7534  HISTORY     - Date     Condition        Report By
 DE7534  HISTORY     - 2000     MONUMENTED       WIDT
 DE7534  HISTORY     - 20030708 GOOD             USPSQD
 DE7534  HISTORY     - 20050831 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7535 ***********************************************************************
 DE7535  DESIGNATION -  3X50
 DE7535  PID         -  DE7535
 DE7535  STATE/COUNTY-  WI/FOND DU LAC
 DE7535  USGS QUAD   -  SAINT PETER (1992)
 DE7535
 DE7535                         *CURRENT SURVEY CONTROL
 DE7535  ___________________________________________________________________
 DE7535* NAD 83(1986)-  43 50 55.     (N)    088 21 28.     (W)     SCALED    
 DE7535* NAVD 88     -       287.700  (meters)     943.90   (feet)  ADJUSTED  
 DE7535  ___________________________________________________________________
 DE7535  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 DE7535  DYNAMIC HT  -         287.640 (meters)     943.70  (feet)  COMP
 DE7535  MODELED GRAV-     980,403.3   (mgal)                       NAVD 88
 DE7535
 DE7535  VERT ORDER  -  SECOND    CLASS I
 DE7535
 DE7535.The horizontal coordinates were scaled from a topographic map and have
 DE7535.an estimated accuracy of +/- 6 seconds.
 DE7535
 DE7535.The orthometric height was determined by differential leveling
 DE7535.and adjusted by the National Geodetic Survey in May 2003..
 DE7535
 DE7535.The geoid height was determined by GEOID03.
 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     -   206,670.      732,040.      MT  (+/- 180 meters Scaled)
 DE7535
 DE7535                          SUPERSEDED SURVEY CONTROL
 DE7535
 DE7535.No superseded survey control is available for this station.
 DE7535
 DE7535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP908559(NAD 83)
 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 - August 30, 2005
 DE7535
 DE7535  HISTORY     - Date     Condition        Report By
 DE7535  HISTORY     - 2000     MONUMENTED       WIDT
 DE7535  HISTORY     - 20030708 GOOD             USPSQD
 DE7535  HISTORY     - 20050830 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7536 ***********************************************************************
 DE7536  DESIGNATION -  3X51
 DE7536  PID         -  DE7536
 DE7536  STATE/COUNTY-  WI/FOND DU LAC
 DE7536  USGS QUAD   -  SAINT PETER (1992)
 DE7536
 DE7536                         *CURRENT SURVEY CONTROL
 DE7536  ___________________________________________________________________
 DE7536* NAD 83(1986)-  43 50 54.     (N)    088 20 26.     (W)     SCALED    
 DE7536* NAVD 88     -       303.668  (meters)     996.28   (feet)  ADJUSTED  
 DE7536  ___________________________________________________________________
 DE7536  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 DE7536  DYNAMIC HT  -         303.605 (meters)     996.08  (feet)  COMP
 DE7536  MODELED GRAV-     980,401.4   (mgal)                       NAVD 88
 DE7536
 DE7536  VERT ORDER  -  SECOND    CLASS I
 DE7536
 DE7536.The horizontal coordinates were scaled from a topographic map and have
 DE7536.an estimated accuracy of +/- 6 seconds.
 DE7536
 DE7536.The orthometric height was determined by differential leveling
 DE7536.and adjusted by the National Geodetic Survey in May 2003..
 DE7536
 DE7536.The geoid height was determined by GEOID03.
 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     -   206,660.      733,420.      MT  (+/- 180 meters Scaled)
 DE7536
 DE7536                          SUPERSEDED SURVEY CONTROL
 DE7536
 DE7536.No superseded survey control is available for this station.
 DE7536
 DE7536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP922559(NAD 83)
 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 - August 30, 2005
 DE7536
 DE7536  HISTORY     - Date     Condition        Report By
 DE7536  HISTORY     - 2000     MONUMENTED       WIDT
 DE7536  HISTORY     - 20030708 GOOD             USPSQD
 DE7536  HISTORY     - 20050830 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7537 ***********************************************************************
 DE7537  DESIGNATION -  3X52
 DE7537  PID         -  DE7537
 DE7537  STATE/COUNTY-  WI/FOND DU LAC
 DE7537  USGS QUAD   -  SAINT PETER (1992)
 DE7537
 DE7537                         *CURRENT SURVEY CONTROL
 DE7537  ___________________________________________________________________
 DE7537* NAD 83(1986)-  43 51 46.     (N)    088 20 35.     (W)     SCALED    
 DE7537* NAVD 88     -       314.122  (meters)    1030.58   (feet)  ADJUSTED  
 DE7537  ___________________________________________________________________
 DE7537  GEOID HEIGHT-         -35.84  (meters)                     GEOID03
 DE7537  DYNAMIC HT  -         314.056 (meters)    1030.37  (feet)  COMP
 DE7537  MODELED GRAV-     980,401.3   (mgal)                       NAVD 88
 DE7537
 DE7537  VERT ORDER  -  SECOND    CLASS I
 DE7537
 DE7537.The horizontal coordinates were scaled from a topographic map and have
 DE7537.an estimated accuracy of +/- 6 seconds.
 DE7537
 DE7537.The orthometric height was determined by differential leveling
 DE7537.and adjusted by the National Geodetic Survey in May 2003..
 DE7537
 DE7537.The geoid height was determined by GEOID03.
 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     -   208,260.      733,190.      MT  (+/- 180 meters Scaled)
 DE7537
 DE7537                          SUPERSEDED SURVEY CONTROL
 DE7537
 DE7537.No superseded survey control is available for this station.
 DE7537
 DE7537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP920575(NAD 83)
 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 - August 30, 2005
 DE7537
 DE7537  HISTORY     - Date     Condition        Report By
 DE7537  HISTORY     - 2000     MONUMENTED       WIDT
 DE7537  HISTORY     - 20030708 GOOD             USPSQD
 DE7537  HISTORY     - 20050830 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7538 ***********************************************************************
 DE7538  DESIGNATION -  3X53
 DE7538  PID         -  DE7538
 DE7538  STATE/COUNTY-  WI/FOND DU LAC
 DE7538  USGS QUAD   -  BROTHERTOWN (1992)
 DE7538
 DE7538                         *CURRENT SURVEY CONTROL
 DE7538  ___________________________________________________________________
 DE7538* NAD 83(1986)-  43 52 39.     (N)    088 20 45.     (W)     SCALED    
 DE7538* NAVD 88     -       259.172  (meters)     850.30   (feet)  ADJUSTED  
 DE7538  ___________________________________________________________________
 DE7538  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 DE7538  DYNAMIC HT  -         259.117 (meters)     850.12  (feet)  COMP
 DE7538  MODELED GRAV-     980,402.7   (mgal)                       NAVD 88
 DE7538
 DE7538  VERT ORDER  -  SECOND    CLASS I
 DE7538
 DE7538.The horizontal coordinates were scaled from a topographic map and have
 DE7538.an estimated accuracy of +/- 6 seconds.
 DE7538
 DE7538.The orthometric height was determined by differential leveling
 DE7538.and adjusted by the National Geodetic Survey in May 2003..
 DE7538
 DE7538.The geoid height was determined by GEOID03.
 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     -   209,900.      732,930.      MT  (+/- 180 meters Scaled)
 DE7538
 DE7538                          SUPERSEDED SURVEY CONTROL
 DE7538
 DE7538.No superseded survey control is available for this station.
 DE7538
 DE7538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP918591(NAD 83)
 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 - August 30, 2005
 DE7538
 DE7538  HISTORY     - Date     Condition        Report By
 DE7538  HISTORY     - 2000     MONUMENTED       WIDT
 DE7538  HISTORY     - 20030708 GOOD             USPSQD
 DE7538  HISTORY     - 20050830 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7539 ***********************************************************************
 DE7539  DESIGNATION -  3X54
 DE7539  PID         -  DE7539
 DE7539  STATE/COUNTY-  WI/FOND DU LAC
 DE7539  USGS QUAD   -  BROTHERTOWN (1992)
 DE7539
 DE7539                         *CURRENT SURVEY CONTROL
 DE7539  ___________________________________________________________________
 DE7539* NAD 83(1986)-  43 53 32.     (N)    088 19 54.     (W)     SCALED    
 DE7539* NAVD 88     -       259.563  (meters)     851.58   (feet)  ADJUSTED  
 DE7539  ___________________________________________________________________
 DE7539  GEOID HEIGHT-         -35.90  (meters)                     GEOID03
 DE7539  DYNAMIC HT  -         259.509 (meters)     851.41  (feet)  COMP
 DE7539  MODELED GRAV-     980,405.9   (mgal)                       NAVD 88
 DE7539
 DE7539  VERT ORDER  -  SECOND    CLASS I
 DE7539
 DE7539.The horizontal coordinates were scaled from a topographic map and have
 DE7539.an estimated accuracy of +/- 6 seconds.
 DE7539
 DE7539.The orthometric height was determined by differential leveling
 DE7539.and adjusted by the National Geodetic Survey in May 2003..
 DE7539
 DE7539.The geoid height was determined by GEOID03.
 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     -   211,550.      734,040.      MT  (+/- 180 meters Scaled)
 DE7539
 DE7539                          SUPERSEDED SURVEY CONTROL
 DE7539
 DE7539.No superseded survey control is available for this station.
 DE7539
 DE7539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP930607(NAD 83)
 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 - August 30, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7540 ***********************************************************************
 DE7540  DESIGNATION -  3X55
 DE7540  PID         -  DE7540
 DE7540  STATE/COUNTY-  WI/FOND DU LAC
 DE7540  USGS QUAD   -  BROTHERTOWN (1992)
 DE7540
 DE7540                         *CURRENT SURVEY CONTROL
 DE7540  ___________________________________________________________________
 DE7540* NAD 83(1986)-  43 54 24.     (N)    088 19 08.     (W)     SCALED    
 DE7540* NAVD 88     -       246.806  (meters)     809.73   (feet)  ADJUSTED  
 DE7540  ___________________________________________________________________
 DE7540  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 DE7540  DYNAMIC HT  -         246.757 (meters)     809.57  (feet)  COMP
 DE7540  MODELED GRAV-     980,412.2   (mgal)                       NAVD 88
 DE7540
 DE7540  VERT ORDER  -  SECOND    CLASS I
 DE7540
 DE7540.The horizontal coordinates were scaled from a topographic map and have
 DE7540.an estimated accuracy of +/- 6 seconds.
 DE7540
 DE7540.The orthometric height was determined by differential leveling
 DE7540.and adjusted by the National Geodetic Survey in May 2003..
 DE7540
 DE7540.The geoid height was determined by GEOID03.
 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     -   213,180.      735,030.      MT  (+/- 180 meters Scaled)
 DE7540
 DE7540                          SUPERSEDED SURVEY CONTROL
 DE7540
 DE7540.No superseded survey control is available for this station.
 DE7540
 DE7540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP940623(NAD 83)
 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 - August 30, 2005
 DE7540
 DE7540  HISTORY     - Date     Condition        Report By
 DE7540  HISTORY     - 2000     MONUMENTED       WIDT
 DE7540  HISTORY     - 20030708 GOOD             USPSQD
 DE7540  HISTORY     - 20050830 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7541 ***********************************************************************
 DE7541  DESIGNATION -  3X56
 DE7541  PID         -  DE7541
 DE7541  STATE/COUNTY-  WI/FOND DU LAC
 DE7541  USGS QUAD   -  BROTHERTOWN (1992)
 DE7541
 DE7541                         *CURRENT SURVEY CONTROL
 DE7541  ___________________________________________________________________
 DE7541* NAD 83(1986)-  43 55 17.     (N)    088 18 25.     (W)     SCALED    
 DE7541* NAVD 88     -       246.877  (meters)     809.96   (feet)  ADJUSTED  
 DE7541  ___________________________________________________________________
 DE7541  GEOID HEIGHT-         -35.93  (meters)                     GEOID03
 DE7541  DYNAMIC HT  -         246.828 (meters)     809.80  (feet)  COMP
 DE7541  MODELED GRAV-     980,415.6   (mgal)                       NAVD 88
 DE7541
 DE7541  VERT ORDER  -  SECOND    CLASS I
 DE7541
 DE7541.The horizontal coordinates were scaled from a topographic map and have
 DE7541.an estimated accuracy of +/- 6 seconds.
 DE7541
 DE7541.The orthometric height was determined by differential leveling
 DE7541.and adjusted by the National Geodetic Survey in May 2003..
 DE7541
 DE7541.The geoid height was determined by GEOID03.
 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     -   214,830.      735,960.      MT  (+/- 180 meters Scaled)
 DE7541
 DE7541                          SUPERSEDED SURVEY CONTROL
 DE7541
 DE7541.No superseded survey control is available for this station.
 DE7541
 DE7541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP950639(NAD 83)
 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 - August 30, 2005
 DE7541
 DE7541  HISTORY     - Date     Condition        Report By
 DE7541  HISTORY     - 2000     MONUMENTED       WIDT
 DE7541  HISTORY     - 20030630 GOOD             USPSQD
 DE7541  HISTORY     - 20050830 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7542 ***********************************************************************
 DE7542  DESIGNATION -  3X57
 DE7542  PID         -  DE7542
 DE7542  STATE/COUNTY-  WI/CALUMET
 DE7542  USGS QUAD   -  BROTHERTOWN (1992)
 DE7542
 DE7542                         *CURRENT SURVEY CONTROL
 DE7542  ___________________________________________________________________
 DE7542* NAD 83(1986)-  43 56 17.     (N)    088 18 11.     (W)     SCALED    
 DE7542* NAVD 88     -       244.929  (meters)     803.57   (feet)  ADJUSTED  
 DE7542  ___________________________________________________________________
 DE7542  GEOID HEIGHT-         -35.96  (meters)                     GEOID03
 DE7542  DYNAMIC HT  -         244.881 (meters)     803.41  (feet)  COMP
 DE7542  MODELED GRAV-     980,416.6   (mgal)                       NAVD 88
 DE7542
 DE7542  VERT ORDER  -  SECOND    CLASS I
 DE7542
 DE7542.The horizontal coordinates were scaled from a topographic map and have
 DE7542.an estimated accuracy of +/- 6 seconds.
 DE7542
 DE7542.The orthometric height was determined by differential leveling
 DE7542.and adjusted by the National Geodetic Survey in May 2003..
 DE7542
 DE7542.The geoid height was determined by GEOID03.
 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     -   216,690.      736,230.      MT  (+/- 180 meters Scaled)
 DE7542
 DE7542                          SUPERSEDED SURVEY CONTROL
 DE7542
 DE7542.No superseded survey control is available for this station.
 DE7542
 DE7542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP954658(NAD 83)
 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 NOT SUITABLE FOR
 DE7542+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2005
 DE7542
 DE7542  HISTORY     - Date     Condition        Report By
 DE7542  HISTORY     - 2000     MONUMENTED       WIDT
 DE7542  HISTORY     - 20030630 GOOD             USPSQD
 DE7542  HISTORY     - 20050823 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7544 ***********************************************************************
 DE7544  DESIGNATION -  3X58
 DE7544  PID         -  DE7544
 DE7544  STATE/COUNTY-  WI/CALUMET
 DE7544  USGS QUAD   -  BROTHERTOWN (1992)
 DE7544
 DE7544                         *CURRENT SURVEY CONTROL
 DE7544  ___________________________________________________________________
 DE7544* NAD 83(1986)-  43 57 13.     (N)    088 18 24.     (W)     SCALED    
 DE7544* NAVD 88     -       243.453  (meters)     798.73   (feet)  ADJUSTED  
 DE7544  ___________________________________________________________________
 DE7544  GEOID HEIGHT-         -35.99  (meters)                     GEOID03
 DE7544  DYNAMIC HT  -         243.405 (meters)     798.57  (feet)  COMP
 DE7544  MODELED GRAV-     980,417.7   (mgal)                       NAVD 88
 DE7544
 DE7544  VERT ORDER  -  SECOND    CLASS I
 DE7544
 DE7544.The horizontal coordinates were scaled from a topographic map and have
 DE7544.an estimated accuracy of +/- 6 seconds.
 DE7544
 DE7544.The orthometric height was determined by differential leveling
 DE7544.and adjusted by the National Geodetic Survey in May 2003..
 DE7544
 DE7544.The geoid height was determined by GEOID03.
 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     -   218,410.      735,910.      MT  (+/- 180 meters Scaled)
 DE7544
 DE7544                          SUPERSEDED SURVEY CONTROL
 DE7544
 DE7544.No superseded survey control is available for this station.
 DE7544
 DE7544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP951675(NAD 83)
 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 - August 23, 2005
 DE7544
 DE7544  HISTORY     - Date     Condition        Report By
 DE7544  HISTORY     - 2000     MONUMENTED       WIDT
 DE7544  HISTORY     - 20030630 GOOD             USPSQD
 DE7544  HISTORY     - 20050823 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7545 ***********************************************************************
 DE7545  DESIGNATION -  3X59
 DE7545  PID         -  DE7545
 DE7545  STATE/COUNTY-  WI/CALUMET
 DE7545  USGS QUAD   -  BROTHERTOWN (1992)
 DE7545
 DE7545                         *CURRENT SURVEY CONTROL
 DE7545  ___________________________________________________________________
 DE7545* NAD 83(1986)-  43 58 29.     (N)    088 18 24.     (W)     SCALED    
 DE7545* NAVD 88     -       249.807  (meters)     819.58   (feet)  ADJUSTED  
 DE7545  ___________________________________________________________________
 DE7545  GEOID HEIGHT-         -36.02  (meters)                     GEOID03
 DE7545  DYNAMIC HT  -         249.758 (meters)     819.41  (feet)  COMP
 DE7545  MODELED GRAV-     980,418.9   (mgal)                       NAVD 88
 DE7545
 DE7545  VERT ORDER  -  SECOND    CLASS I
 DE7545
 DE7545.The horizontal coordinates were scaled from a topographic map and have
 DE7545.an estimated accuracy of +/- 6 seconds.
 DE7545
 DE7545.The orthometric height was determined by differential leveling
 DE7545.and adjusted by the National Geodetic Survey in May 2003..
 DE7545
 DE7545.The geoid height was determined by GEOID03.
 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     -   220,760.      735,860.      MT  (+/- 180 meters Scaled)
 DE7545
 DE7545                          SUPERSEDED SURVEY CONTROL
 DE7545
 DE7545.No superseded survey control is available for this station.
 DE7545
 DE7545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP951698(NAD 83)
 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 - August 23, 2005
 DE7545
 DE7545  HISTORY     - Date     Condition        Report By
 DE7545  HISTORY     - 2000     MONUMENTED       WIDT
 DE7545  HISTORY     - 20030630 GOOD             USPSQD
 DE7545  HISTORY     - 20050823 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7546 ***********************************************************************
 DE7546  DESIGNATION -  3X60
 DE7546  PID         -  DE7546
 DE7546  STATE/COUNTY-  WI/CALUMET
 DE7546  USGS QUAD   -  BROTHERTOWN (1992)
 DE7546
 DE7546                         *CURRENT SURVEY CONTROL
 DE7546  ___________________________________________________________________
 DE7546* NAD 83(1986)-  43 59 29.     (N)    088 18 32.     (W)     SCALED    
 DE7546* NAVD 88     -       261.006  (meters)     856.32   (feet)  ADJUSTED  
 DE7546  ___________________________________________________________________
 DE7546  GEOID HEIGHT-         -36.04  (meters)                     GEOID03
 DE7546  DYNAMIC HT  -         260.956 (meters)     856.15  (feet)  COMP
 DE7546  MODELED GRAV-     980,420.1   (mgal)                       NAVD 88
 DE7546
 DE7546  VERT ORDER  -  SECOND    CLASS I
 DE7546
 DE7546.The horizontal coordinates were scaled from a topographic map and have
 DE7546.an estimated accuracy of +/- 6 seconds.
 DE7546
 DE7546.The orthometric height was determined by differential leveling
 DE7546.and adjusted by the National Geodetic Survey in May 2003..
 DE7546
 DE7546.The geoid height was determined by GEOID03.
 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     -   222,610.      735,650.      MT  (+/- 180 meters Scaled)
 DE7546
 DE7546                          SUPERSEDED SURVEY CONTROL
 DE7546
 DE7546.No superseded survey control is available for this station.
 DE7546
 DE7546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP950717(NAD 83)
 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 - August 23, 2005
 DE7546
 DE7546  HISTORY     - Date     Condition        Report By
 DE7546  HISTORY     - 2000     MONUMENTED       WIDT
 DE7546  HISTORY     - 20030630 GOOD             USPSQD
 DE7546  HISTORY     - 20050823 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7527 ***********************************************************************
 DE7527  DESIGNATION -  3X61
 DE7527  PID         -  DE7527
 DE7527  STATE/COUNTY-  WI/FOND DU LAC
 DE7527  USGS QUAD   -  DUNDEE (1974)
 DE7527
 DE7527                         *CURRENT SURVEY CONTROL
 DE7527  ___________________________________________________________________
 DE7527* NAD 83(1986)-  43 39 14.     (N)    088 14 31.     (W)     SCALED    
 DE7527* NAVD 88     -       314.648  (meters)    1032.31   (feet)  ADJUSTED  
 DE7527  ___________________________________________________________________
 DE7527  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 DE7527  DYNAMIC HT  -         314.579 (meters)    1032.08  (feet)  COMP
 DE7527  MODELED GRAV-     980,389.8   (mgal)                       NAVD 88
 DE7527
 DE7527  VERT ORDER  -  SECOND    CLASS I
 DE7527
 DE7527.The horizontal coordinates were scaled from a topographic map and have
 DE7527.an estimated accuracy of +/- 6 seconds.
 DE7527
 DE7527.The orthometric height was determined by differential leveling
 DE7527.and adjusted by the National Geodetic Survey in May 2003..
 DE7527
 DE7527.The geoid height was determined by GEOID03.
 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     -   185,230.      741,810.      MT  (+/- 180 meters Scaled)
 DE7527
 DE7527                          SUPERSEDED SURVEY CONTROL
 DE7527
 DE7527.No superseded survey control is available for this station.
 DE7527
 DE7527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP998341(NAD 83)
 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 - May 17, 2005
 DE7527
 DE7527  HISTORY     - Date     Condition        Report By
 DE7527  HISTORY     - 2000     MONUMENTED       WIDT
 DE7527  HISTORY     - 20030708 GOOD             USPSQD
 DE7527  HISTORY     - 20050517 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7526 ***********************************************************************
 DE7526  DESIGNATION -  3X62
 DE7526  PID         -  DE7526
 DE7526  STATE/COUNTY-  WI/FOND DU LAC
 DE7526  USGS QUAD   -  DUNDEE (1974)
 DE7526
 DE7526                         *CURRENT SURVEY CONTROL
 DE7526  ___________________________________________________________________
 DE7526* NAD 83(1986)-  43 39 26.     (N)    088 13 05.     (W)     SCALED    
 DE7526* NAVD 88     -       316.607  (meters)    1038.73   (feet)  ADJUSTED  
 DE7526  ___________________________________________________________________
 DE7526  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 DE7526  DYNAMIC HT  -         316.537 (meters)    1038.51  (feet)  COMP
 DE7526  MODELED GRAV-     980,389.7   (mgal)                       NAVD 88
 DE7526
 DE7526  VERT ORDER  -  SECOND    CLASS I
 DE7526
 DE7526.The horizontal coordinates were scaled from a topographic map and have
 DE7526.an estimated accuracy of +/- 6 seconds.
 DE7526
 DE7526.The orthometric height was determined by differential leveling
 DE7526.and adjusted by the National Geodetic Survey in May 2003..
 DE7526
 DE7526.The geoid height was determined by GEOID03.
 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     -   185,640.      743,720.      MT  (+/- 180 meters Scaled)
 DE7526
 DE7526                          SUPERSEDED SURVEY CONTROL
 DE7526
 DE7526.No superseded survey control is available for this station.
 DE7526
 DE7526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP017345(NAD 83)
 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 SUITABLE FOR
 DE7526+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2005
 DE7526
 DE7526  HISTORY     - Date     Condition        Report By
 DE7526  HISTORY     - 2000     MONUMENTED       WIDT
 DE7526  HISTORY     - 20030708 GOOD             USPSQD
 DE7526  HISTORY     - 20050504 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7525 ***********************************************************************
 DE7525  DESIGNATION -  3X63
 DE7525  PID         -  DE7525
 DE7525  STATE/COUNTY-  WI/FOND DU LAC
 DE7525  USGS QUAD   -  DUNDEE (1974)
 DE7525
 DE7525                         *CURRENT SURVEY CONTROL
 DE7525  ___________________________________________________________________
 DE7525* NAD 83(1986)-  43 40 53.     (N)    088 12 00.     (W)     SCALED    
 DE7525* NAVD 88     -       335.622  (meters)    1101.12   (feet)  ADJUSTED  
 DE7525  ___________________________________________________________________
 DE7525  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 DE7525  DYNAMIC HT  -         335.549 (meters)    1100.88  (feet)  COMP
 DE7525  MODELED GRAV-     980,391.1   (mgal)                       NAVD 88
 DE7525
 DE7525  VERT ORDER  -  SECOND    CLASS I
 DE7525
 DE7525.The horizontal coordinates were scaled from a topographic map and have
 DE7525.an estimated accuracy of +/- 6 seconds.
 DE7525
 DE7525.The orthometric height was determined by differential leveling
 DE7525.and adjusted by the National Geodetic Survey in May 2003..
 DE7525
 DE7525.The geoid height was determined by GEOID03.
 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     -   188,350.      745,120.      MT  (+/- 180 meters Scaled)
 DE7525
 DE7525                          SUPERSEDED SURVEY CONTROL
 DE7525
 DE7525.No superseded survey control is available for this station.
 DE7525
 DE7525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP032371(NAD 83)
 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 - September 07, 2005
 DE7525
 DE7525  HISTORY     - Date     Condition        Report By
 DE7525  HISTORY     - 2000     MONUMENTED       WIDT
 DE7525  HISTORY     - 20030708 GOOD             USPSQD
 DE7525  HISTORY     - 20050907 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7524 ***********************************************************************
 DE7524  DESIGNATION -  3X64
 DE7524  PID         -  DE7524
 DE7524  STATE/COUNTY-  WI/FOND DU LAC
 DE7524  USGS QUAD   -  DUNDEE (1974)
 DE7524
 DE7524                         *CURRENT SURVEY CONTROL
 DE7524  ___________________________________________________________________
 DE7524* NAD 83(1986)-  43 42 02.     (N)    088 12 02.     (W)     SCALED    
 DE7524* NAVD 88     -       329.795  (meters)    1082.00   (feet)  ADJUSTED  
 DE7524  ___________________________________________________________________
 DE7524  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 DE7524  DYNAMIC HT  -         329.723 (meters)    1081.77  (feet)  COMP
 DE7524  MODELED GRAV-     980,392.4   (mgal)                       NAVD 88
 DE7524
 DE7524  VERT ORDER  -  SECOND    CLASS I
 DE7524
 DE7524.The horizontal coordinates were scaled from a topographic map and have
 DE7524.an estimated accuracy of +/- 6 seconds.
 DE7524
 DE7524.The orthometric height was determined by differential leveling
 DE7524.and adjusted by the National Geodetic Survey in May 2003..
 DE7524
 DE7524.The geoid height was determined by GEOID03.
 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     -   190,480.      745,030.      MT  (+/- 180 meters Scaled)
 DE7524
 DE7524                          SUPERSEDED SURVEY CONTROL
 DE7524
 DE7524.No superseded survey control is available for this station.
 DE7524
 DE7524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP032393(NAD 83)
 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 - September 07, 2005
 DE7524
 DE7524  HISTORY     - Date     Condition        Report By
 DE7524  HISTORY     - 2000     MONUMENTED       WIDT
 DE7524  HISTORY     - 20030708 GOOD             USPSQD
 DE7524  HISTORY     - 20050907 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7523 ***********************************************************************
 DE7523  DESIGNATION -  3X65
 DE7523  PID         -  DE7523
 DE7523  STATE/COUNTY-  WI/FOND DU LAC
 DE7523  USGS QUAD   -  DUNDEE (1974)
 DE7523
 DE7523                         *CURRENT SURVEY CONTROL
 DE7523  ___________________________________________________________________
 DE7523* NAD 83(1986)-  43 43 03.     (N)    088 11 45.     (W)     SCALED    
 DE7523* NAVD 88     -       318.885  (meters)    1046.21   (feet)  ADJUSTED  
 DE7523  ___________________________________________________________________
 DE7523  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 DE7523  DYNAMIC HT  -         318.816 (meters)    1045.98  (feet)  COMP
 DE7523  MODELED GRAV-     980,393.8   (mgal)                       NAVD 88
 DE7523
 DE7523  VERT ORDER  -  SECOND    CLASS I
 DE7523
 DE7523.The horizontal coordinates were scaled from a topographic map and have
 DE7523.an estimated accuracy of +/- 6 seconds.
 DE7523
 DE7523.The orthometric height was determined by differential leveling
 DE7523.and adjusted by the National Geodetic Survey in May 2003..
 DE7523
 DE7523.The geoid height was determined by GEOID03.
 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     -   192,370.      745,370.      MT  (+/- 180 meters Scaled)
 DE7523
 DE7523                          SUPERSEDED SURVEY CONTROL
 DE7523
 DE7523.No superseded survey control is available for this station.
 DE7523
 DE7523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP036411(NAD 83)
 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 = OCTOBER  7, 2006
 DE7522 ***********************************************************************
 DE7522  DESIGNATION -  3X66
 DE7522  PID         -  DE7522
 DE7522  STATE/COUNTY-  WI/FOND DU LAC
 DE7522  USGS QUAD   -  DUNDEE (1974)
 DE7522
 DE7522                         *CURRENT SURVEY CONTROL
 DE7522  ___________________________________________________________________
 DE7522* NAD 83(1986)-  43 44 29.     (N)    088 10 14.     (W)     SCALED    
 DE7522* NAVD 88     -       316.302  (meters)    1037.73   (feet)  ADJUSTED  
 DE7522  ___________________________________________________________________
 DE7522  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 DE7522  DYNAMIC HT  -         316.235 (meters)    1037.51  (feet)  COMP
 DE7522  MODELED GRAV-     980,396.2   (mgal)                       NAVD 88
 DE7522
 DE7522  VERT ORDER  -  SECOND    CLASS I
 DE7522
 DE7522.The horizontal coordinates were scaled from a topographic map and have
 DE7522.an estimated accuracy of +/- 6 seconds.
 DE7522
 DE7522.The orthometric height was determined by differential leveling
 DE7522.and adjusted by the National Geodetic Survey in May 2003..
 DE7522
 DE7522.The geoid height was determined by GEOID03.
 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     -   195,070.      747,350.      MT  (+/- 180 meters Scaled)
 DE7522
 DE7522                          SUPERSEDED SURVEY CONTROL
 DE7522
 DE7522.No superseded survey control is available for this station.
 DE7522
 DE7522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP057438(NAD 83)
 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 - September 07, 2005
 DE7522
 DE7522  HISTORY     - Date     Condition        Report By
 DE7522  HISTORY     - 2000     MONUMENTED       WIDT
 DE7522  HISTORY     - 20030708 GOOD             USPSQD
 DE7522  HISTORY     - 20050907 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7521 ***********************************************************************
 DE7521  DESIGNATION -  3X67
 DE7521  PID         -  DE7521
 DE7521  STATE/COUNTY-  WI/FOND DU LAC
 DE7521  USGS QUAD   -  ST CLOUD (1992)
 DE7521
 DE7521                         *CURRENT SURVEY CONTROL
 DE7521  ___________________________________________________________________
 DE7521* NAD 83(1986)-  43 45 26.     (N)    088 10 16.     (W)     SCALED    
 DE7521* NAVD 88     -       312.085  (meters)    1023.90   (feet)  ADJUSTED  
 DE7521  ___________________________________________________________________
 DE7521  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 DE7521  DYNAMIC HT  -         312.018 (meters)    1023.68  (feet)  COMP
 DE7521  MODELED GRAV-     980,397.4   (mgal)                       NAVD 88
 DE7521
 DE7521  VERT ORDER  -  SECOND    CLASS I
 DE7521
 DE7521.The horizontal coordinates were scaled from a topographic map and have
 DE7521.an estimated accuracy of +/- 6 seconds.
 DE7521
 DE7521.The orthometric height was determined by differential leveling
 DE7521.and adjusted by the National Geodetic Survey in May 2003..
 DE7521
 DE7521.The geoid height was determined by GEOID03.
 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     -   196,830.      747,270.      MT  (+/- 180 meters Scaled)
 DE7521
 DE7521                          SUPERSEDED SURVEY CONTROL
 DE7521
 DE7521.No superseded survey control is available for this station.
 DE7521
 DE7521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP057455(NAD 83)
 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 - September 07, 2005
 DE7521
 DE7521  HISTORY     - Date     Condition        Report By
 DE7521  HISTORY     - 2000     MONUMENTED       WIDT
 DE7521  HISTORY     - 20030708 GOOD             USPSQD
 DE7521  HISTORY     - 20050907 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7520 ***********************************************************************
 DE7520  DESIGNATION -  3X68
 DE7520  PID         -  DE7520
 DE7520  STATE/COUNTY-  WI/FOND DU LAC
 DE7520  USGS QUAD   -  ST CLOUD (1992)
 DE7520
 DE7520                         *CURRENT SURVEY CONTROL
 DE7520  ___________________________________________________________________
 DE7520* NAD 83(1986)-  43 46 19.     (N)    088 10 19.     (W)     SCALED    
 DE7520* NAVD 88     -       323.251  (meters)    1060.53   (feet)  ADJUSTED  
 DE7520  ___________________________________________________________________
 DE7520  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 DE7520  DYNAMIC HT  -         323.183 (meters)    1060.31  (feet)  COMP
 DE7520  MODELED GRAV-     980,398.4   (mgal)                       NAVD 88
 DE7520
 DE7520  VERT ORDER  -  SECOND    CLASS I
 DE7520
 DE7520.The horizontal coordinates were scaled from a topographic map and have
 DE7520.an estimated accuracy of +/- 6 seconds.
 DE7520
 DE7520.The orthometric height was determined by differential leveling
 DE7520.and adjusted by the National Geodetic Survey in May 2003..
 DE7520
 DE7520.The geoid height was determined by GEOID03.
 DE7520
 DE7520.The dynamic height is computed by dividing the NAVD 88
 DE7520.geopotential number by the normal gravity value computed on the
 DE7520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7520.degrees latitude (g = 980.6199 gals.).
 DE7520
 DE7520.The modeled gravity was interpolated from observed gravity values.
 DE7520
 DE7520;                    North         East    Units  Estimated Accuracy
 DE7520;SPC WI S     -   198,460.      747,160.      MT  (+/- 180 meters Scaled)
 DE7520
 DE7520                          SUPERSEDED SURVEY CONTROL
 DE7520
 DE7520.No superseded survey control is available for this station.
 DE7520
 DE7520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP056472(NAD 83)
 DE7520_MARKER: DD = SURVEY DISK
 DE7520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7520_STAMPING: 3X68 2001
 DE7520_MARK LOGO: WIDT  
 DE7520_PROJECTION: FLUSH
 DE7520_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7520+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2006
 DE7520
 DE7520  HISTORY     - Date     Condition        Report By
 DE7520  HISTORY     - 2000     MONUMENTED       WIDT
 DE7520  HISTORY     - 20030708 GOOD             USPSQD
 DE7520  HISTORY     - 20050907 GOOD             WIDT
 DE7520  HISTORY     - 20060619 GOOD             USPSQD
 DE7520
 DE7520                          STATION DESCRIPTION
 DE7520
 DE7520'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7520'THE STATION IS LOCATED ABOUT 22 KM EAST OF FOND DU LAC AND 6 KM SOUTH
 DE7520'OF ST CLOUD.  OWNERSHIP--TOWN OF FOREST.  THE STATION IS LOCATED IN
 DE7520'THE SOUTHWEST QUADRANT OF THE INTERSECTION OF STATE HIGHWAY 23 WITH
 DE7520'COUNTY HIGHWAY G.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7520'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7520'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DE7520'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 15.3 M SOUTH OF THE
 DE7520'CENTERLINE OF STATE HIGHWAY 23, 60.2 M WEST OF THE CENTERLINE OF
 DE7520'COUNTY HIGHWAY G, 60 M NORTH OF TELEPHONE PEDESTAL --1405--, 40.3 M
 DE7520'SOUTHWEST OF UTILITY POLE --15-19-13 26/35--, 6.0 M SOUTH OF A STEEL
 DE7520'--R/W-- POST AND 1.0 M EAST OF A WHITE PLASTIC WITNESS POST.
 DE7520'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7520'THAN 15 DEGREES ABOVE THE HORIZON.
 DE7520
 DE7520                          STATION RECOVERY (2003)
 DE7520
 DE7520'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7520'RECOVERED IN GOOD CONDITION.  CORRECTION-- THE STATION IS 15.3 M WEST
 DE7520'OF THE CENTERLINE OF COUNTY HIGHWAY G, 60.2 M SOUTH OF THE CENTERLINE
 DE7520'OF STATE HIGHWAY 23.
 DE7520
 DE7520                          STATION RECOVERY (2005)
 DE7520
 DE7520'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7520'RECOVERED IN GOOD CONDITION.  CORRECTIONS-- THE STATION IS 15.3 M WEST
 DE7520'(NOT SOUTH) OF COUNTY HIGHWAY G (NOT STATE HIGHWAY 23), 60.2 M SOUTH
 DE7520'(NOT WEST) OF STATE HIGHWAY 23 (NOT COUNTY HIGHWAY G), AND 40.3 M
 DE7520'NORTHWEST (NOT SOUTHWEST) OF POWER POLE --15-19-13 26/35--.  ADD-- THE
 DE7520'STATION IS 1.0 M EAST, 1.0 M NORTHWEST, AND 1.0 M SOUTHWEST OF THREE
 DE7520'WHITE PLASTIC WITNESS POSTS.
 DE7520
 DE7520                          STATION RECOVERY (2006)
 DE7520
 DE7520'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7520'RECOVERED IN GOOD CONDITION.  NOTE-- THE WEST WHITE PLASTIC WITNESS
 DE7520'POST OF THREE IS BROKEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7564 ***********************************************************************
 DE7564  DESIGNATION -  3Y45
 DE7564  PID         -  DE7564
 DE7564  STATE/COUNTY-  WI/SHEBOYGAN
 DE7564  USGS QUAD   -  ELKHART LAKE (1992)
 DE7564
 DE7564                         *CURRENT SURVEY CONTROL
 DE7564  ___________________________________________________________________
 DE7564* NAD 83(1986)-  43 48 12.     (N)    088 00 11.     (W)     SCALED    
 DE7564* NAVD 88     -       287.058  (meters)     941.79   (feet)  ADJUSTED  
 DE7564  ___________________________________________________________________
 DE7564  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 DE7564  DYNAMIC HT  -         287.001 (meters)     941.60  (feet)  COMP
 DE7564  MODELED GRAV-     980,411.7   (mgal)                       NAVD 88
 DE7564
 DE7564  VERT ORDER  -  SECOND    CLASS I
 DE7564
 DE7564.The horizontal coordinates were scaled from a topographic map and have
 DE7564.an estimated accuracy of +/- 6 seconds.
 DE7564
 DE7564.The orthometric height was determined by differential leveling
 DE7564.and adjusted by the National Geodetic Survey in May 2003..
 DE7564
 DE7564.The geoid height was determined by GEOID03.
 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     -   202,260.      760,670.      MT  (+/- 180 meters Scaled)
 DE7564
 DE7564                          SUPERSEDED SURVEY CONTROL
 DE7564
 DE7564.No superseded survey control is available for this station.
 DE7564
 DE7564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP193505(NAD 83)
 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 SUITABLE FOR
 DE7564+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2003
 DE7564
 DE7564  HISTORY     - Date     Condition        Report By
 DE7564  HISTORY     - 20000905 MONUMENTED       WIDT
 DE7564  HISTORY     - 20031206 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7562 ***********************************************************************
 DE7562  DESIGNATION -  3Y46
 DE7562  PID         -  DE7562
 DE7562  STATE/COUNTY-  WI/SHEBOYGAN
 DE7562  USGS QUAD   -  ELKHART LAKE (1992)
 DE7562
 DE7562                         *CURRENT SURVEY CONTROL
 DE7562  ___________________________________________________________________
 DE7562* NAD 83(1986)-  43 49 10.     (N)    088 00 03.     (W)     SCALED    
 DE7562* NAVD 88     -       270.724  (meters)     888.20   (feet)  ADJUSTED  
 DE7562  ___________________________________________________________________
 DE7562  GEOID HEIGHT-         -35.66  (meters)                     GEOID03
 DE7562  DYNAMIC HT  -         270.670 (meters)     888.02  (feet)  COMP
 DE7562  MODELED GRAV-     980,411.9   (mgal)                       NAVD 88
 DE7562
 DE7562  VERT ORDER  -  SECOND    CLASS I
 DE7562
 DE7562.The horizontal coordinates were scaled from a topographic map and have
 DE7562.an estimated accuracy of +/- 6 seconds.
 DE7562
 DE7562.The orthometric height was determined by differential leveling
 DE7562.and adjusted by the National Geodetic Survey in May 2003..
 DE7562
 DE7562.The geoid height was determined by GEOID03.
 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     -   204,050.      760,810.      MT  (+/- 180 meters Scaled)
 DE7562
 DE7562                          SUPERSEDED SURVEY CONTROL
 DE7562
 DE7562.No superseded survey control is available for this station.
 DE7562
 DE7562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP195523(NAD 83)
 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 - December 06, 2003
 DE7562
 DE7562  HISTORY     - Date     Condition        Report By
 DE7562  HISTORY     - 2001     MONUMENTED       WIDT
 DE7562  HISTORY     - 20031206 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7718 ***********************************************************************
 DE7718  DESIGNATION -  3Y47
 DE7718  PID         -  DE7718
 DE7718  STATE/COUNTY-  WI/SHEBOYGAN
 DE7718  USGS QUAD   -  ELKHART LAKE (1992)
 DE7718
 DE7718                         *CURRENT SURVEY CONTROL
 DE7718  ___________________________________________________________________
 DE7718* NAD 83(1986)-  43 50 37.     (N)    088 00 54.     (W)     SCALED    
 DE7718* NAVD 88     -       303.376  (meters)     995.33   (feet)  ADJUSTED  
 DE7718  ___________________________________________________________________
 DE7718  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 DE7718  DYNAMIC HT  -         303.315 (meters)     995.13  (feet)  COMP
 DE7718  MODELED GRAV-     980,411.1   (mgal)                       NAVD 88
 DE7718
 DE7718  VERT ORDER  -  SECOND    CLASS I
 DE7718
 DE7718.The horizontal coordinates were scaled from a topographic map and have
 DE7718.an estimated accuracy of +/- 6 seconds.
 DE7718
 DE7718.The orthometric height was determined by differential leveling
 DE7718.and adjusted by the National Geodetic Survey in May 2003..
 DE7718
 DE7718.The geoid height was determined by GEOID03.
 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     -   206,710.      759,610.      MT  (+/- 180 meters Scaled)
 DE7718
 DE7718                          SUPERSEDED SURVEY CONTROL
 DE7718
 DE7718.No superseded survey control is available for this station.
 DE7718
 DE7718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP184550(NAD 83)
 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 SUITABLE FOR
 DE7718+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2003
 DE7718
 DE7718  HISTORY     - Date     Condition        Report By
 DE7718  HISTORY     - 20000905 MONUMENTED       WIDT
 DE7718  HISTORY     - 20031206 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7561 ***********************************************************************
 DE7561  DESIGNATION -  3Y48
 DE7561  PID         -  DE7561
 DE7561  STATE/COUNTY-  WI/SHEBOYGAN
 DE7561  USGS QUAD   -  ELKHART LAKE (1992)
 DE7561
 DE7561                         *CURRENT SURVEY CONTROL
 DE7561  ___________________________________________________________________
 DE7561* NAD 83(1986)-  43 51 31.     (N)    088 00 05.     (W)     SCALED    
 DE7561* NAVD 88     -       281.468  (meters)     923.45   (feet)  ADJUSTED  
 DE7561  ___________________________________________________________________
 DE7561  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 DE7561  DYNAMIC HT  -         281.411 (meters)     923.26  (feet)  COMP
 DE7561  MODELED GRAV-     980,412.2   (mgal)                       NAVD 88
 DE7561
 DE7561  VERT ORDER  -  SECOND    CLASS I
 DE7561
 DE7561.The horizontal coordinates were scaled from a topographic map and have
 DE7561.an estimated accuracy of +/- 6 seconds.
 DE7561
 DE7561.The orthometric height was determined by differential leveling
 DE7561.and adjusted by the National Geodetic Survey in May 2003..
 DE7561
 DE7561.The geoid height was determined by GEOID03.
 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     -   208,400.      760,660.      MT  (+/- 180 meters Scaled)
 DE7561
 DE7561                          SUPERSEDED SURVEY CONTROL
 DE7561
 DE7561.No superseded survey control is available for this station.
 DE7561
 DE7561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP195566(NAD 83)
 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 - December 06, 2003
 DE7561
 DE7561  HISTORY     - Date     Condition        Report By
 DE7561  HISTORY     - 2000     MONUMENTED       WIDT
 DE7561  HISTORY     - 20031206 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7727 ***********************************************************************
 DE7727  DESIGNATION -  3Y49
 DE7727  PID         -  DE7727
 DE7727  STATE/COUNTY-  WI/SHEBOYGAN
 DE7727  USGS QUAD   -  KIEL (1992)
 DE7727
 DE7727                         *CURRENT SURVEY CONTROL
 DE7727  ___________________________________________________________________
 DE7727* NAD 83(1986)-  43 53 30.     (N)    088 00 11.     (W)     SCALED    
 DE7727* NAVD 88     -       288.602  (meters)     946.86   (feet)  ADJUSTED  
 DE7727  ___________________________________________________________________
 DE7727  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 DE7727  DYNAMIC HT  -         288.545 (meters)     946.67  (feet)  COMP
 DE7727  MODELED GRAV-     980,413.1   (mgal)                       NAVD 88
 DE7727
 DE7727  VERT ORDER  -  SECOND    CLASS I
 DE7727
 DE7727.The horizontal coordinates were scaled from a topographic map and have
 DE7727.an estimated accuracy of +/- 6 seconds.
 DE7727
 DE7727.The orthometric height was determined by differential leveling
 DE7727.and adjusted by the National Geodetic Survey in May 2003..
 DE7727
 DE7727.The geoid height was determined by GEOID03.
 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     -   212,070.      760,440.      MT  (+/- 180 meters Scaled)
 DE7727
 DE7727                          SUPERSEDED SURVEY CONTROL
 DE7727
 DE7727.No superseded survey control is available for this station.
 DE7727
 DE7727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP194603(NAD 83)
 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 - December 06, 2003
 DE7727
 DE7727  HISTORY     - Date     Condition        Report By
 DE7727  HISTORY     - 2000     MONUMENTED       WIDT
 DE7727  HISTORY     - 20031206 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7559 ***********************************************************************
 DE7559  DESIGNATION -  3Y50
 DE7559  PID         -  DE7559
 DE7559  STATE/COUNTY-  WI/MANITOWOC
 DE7559  USGS QUAD   -  KIEL (1992)
 DE7559
 DE7559                         *CURRENT SURVEY CONTROL
 DE7559  ___________________________________________________________________
 DE7559* NAD 83(1986)-  43 54 22.     (N)    088 00 07.     (W)     SCALED    
 DE7559* NAVD 88     -       273.735  (meters)     898.08   (feet)  ADJUSTED  
 DE7559  ___________________________________________________________________
 DE7559  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 DE7559  DYNAMIC HT  -         273.681 (meters)     897.90  (feet)  COMP
 DE7559  MODELED GRAV-     980,413.9   (mgal)                       NAVD 88
 DE7559
 DE7559  VERT ORDER  -  SECOND    CLASS I
 DE7559
 DE7559.The horizontal coordinates were scaled from a topographic map and have
 DE7559.an estimated accuracy of +/- 6 seconds.
 DE7559
 DE7559.The orthometric height was determined by differential leveling
 DE7559.and adjusted by the National Geodetic Survey in May 2003..
 DE7559
 DE7559.The geoid height was determined by GEOID03.
 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     -   213,680.      760,490.      MT  (+/- 180 meters Scaled)
 DE7559
 DE7559                          SUPERSEDED SURVEY CONTROL
 DE7559
 DE7559.No superseded survey control is available for this station.
 DE7559
 DE7559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP195619(NAD 83)
 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 - 2001
 DE7559
 DE7559  HISTORY     - Date     Condition        Report By
 DE7559  HISTORY     - 2001     MONUMENTED       WIDT
 DE7559  HISTORY     - 20030622 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7558 ***********************************************************************
 DE7558  DESIGNATION -  3Y51
 DE7558  PID         -  DE7558
 DE7558  STATE/COUNTY-  WI/MANITOWOC
 DE7558  USGS QUAD   -  SCHOOL HILL (1992)
 DE7558
 DE7558                         *CURRENT SURVEY CONTROL
 DE7558  ___________________________________________________________________
 DE7558* NAD 83(1986)-  43 55 20.     (N)    087 59 57.     (W)     SCALED    
 DE7558* NAVD 88     -       278.231  (meters)     912.83   (feet)  ADJUSTED  
 DE7558  ___________________________________________________________________
 DE7558  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 DE7558  DYNAMIC HT  -         278.176 (meters)     912.65  (feet)  COMP
 DE7558  MODELED GRAV-     980,414.9   (mgal)                       NAVD 88
 DE7558
 DE7558  VERT ORDER  -  SECOND    CLASS I
 DE7558
 DE7558.The horizontal coordinates were scaled from a topographic map and have
 DE7558.an estimated accuracy of +/- 6 seconds.
 DE7558
 DE7558.The orthometric height was determined by differential leveling
 DE7558.and adjusted by the National Geodetic Survey in May 2003..
 DE7558
 DE7558.The geoid height was determined by GEOID03.
 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     -   215,470.      760,670.      MT  (+/- 180 meters Scaled)
 DE7558
 DE7558                          SUPERSEDED SURVEY CONTROL
 DE7558
 DE7558.No superseded survey control is available for this station.
 DE7558
 DE7558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP197637(NAD 83)
 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 - June 22, 2003
 DE7558
 DE7558  HISTORY     - Date     Condition        Report By
 DE7558  HISTORY     - 2001     MONUMENTED       WIDT
 DE7558  HISTORY     - 20030622 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7557 ***********************************************************************
 DE7557  DESIGNATION -  3Y52
 DE7557  PID         -  DE7557
 DE7557  STATE/COUNTY-  WI/MANITOWOC
 DE7557  USGS QUAD   -  KIEL (1992)
 DE7557
 DE7557                         *CURRENT SURVEY CONTROL
 DE7557  ___________________________________________________________________
 DE7557* NAD 83(1986)-  43 56 09.     (N)    088 00 07.     (W)     SCALED    
 DE7557* NAVD 88     -       274.422  (meters)     900.33   (feet)  ADJUSTED  
 DE7557  ___________________________________________________________________
 DE7557  GEOID HEIGHT-         -35.85  (meters)                     GEOID03
 DE7557  DYNAMIC HT  -         274.368 (meters)     900.16  (feet)  COMP
 DE7557  MODELED GRAV-     980,416.2   (mgal)                       NAVD 88
 DE7557
 DE7557  VERT ORDER  -  SECOND    CLASS I
 DE7557
 DE7557.The horizontal coordinates were scaled from a topographic map and have
 DE7557.an estimated accuracy of +/- 6 seconds.
 DE7557
 DE7557.The orthometric height was determined by differential leveling
 DE7557.and adjusted by the National Geodetic Survey in May 2003..
 DE7557
 DE7557.The geoid height was determined by GEOID03.
 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     -   216,980.      760,410.      MT  (+/- 180 meters Scaled)
 DE7557
 DE7557                          SUPERSEDED SURVEY CONTROL
 DE7557
 DE7557.No superseded survey control is available for this station.
 DE7557
 DE7557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP195652(NAD 83)
 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 - December 06, 2003
 DE7557
 DE7557  HISTORY     - Date     Condition        Report By
 DE7557  HISTORY     - 2000     MONUMENTED       WIDT
 DE7557  HISTORY     - 20031206 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7587 ***********************************************************************
 DE7587  DESIGNATION -  3Y77
 DE7587  PID         -  DE7587
 DE7587  STATE/COUNTY-  WI/OZAUKEE
 DE7587  USGS QUAD   -  CEDAR GROVE (1974)
 DE7587
 DE7587                         *CURRENT SURVEY CONTROL
 DE7587  ___________________________________________________________________
 DE7587* NAD 83(1986)-  43 31 47.     (N)    087 50 44.     (W)     SCALED    
 DE7587* NAVD 88     -       220.991  (meters)     725.03   (feet)  ADJUSTED  
 DE7587  ___________________________________________________________________
 DE7587  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 DE7587  DYNAMIC HT  -         220.945 (meters)     724.88  (feet)  COMP
 DE7587  MODELED GRAV-     980,405.4   (mgal)                       NAVD 88
 DE7587
 DE7587  VERT ORDER  -  SECOND    CLASS I
 DE7587
 DE7587.The horizontal coordinates were scaled from a topographic map and have
 DE7587.an estimated accuracy of +/- 6 seconds.
 DE7587
 DE7587.The orthometric height was determined by differential leveling
 DE7587.and adjusted by the National Geodetic Survey in May 2003..
 DE7587
 DE7587.The geoid height was determined by GEOID03.
 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     -   172,190.      774,130.      MT  (+/- 180 meters Scaled)
 DE7587
 DE7587                          SUPERSEDED SURVEY CONTROL
 DE7587
 DE7587.No superseded survey control is available for this station.
 DE7587
 DE7587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP316199(NAD 83)
 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 - November 08, 2003
 DE7587
 DE7587  HISTORY     - Date     Condition        Report By
 DE7587  HISTORY     - 2000     MONUMENTED       WIDT
 DE7587  HISTORY     - 20031108 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7588 ***********************************************************************
 DE7588  DESIGNATION -  3Y78
 DE7588  PID         -  DE7588
 DE7588  STATE/COUNTY-  WI/SHEBOYGAN
 DE7588  USGS QUAD   -  CEDAR GROVE (1974)
 DE7588
 DE7588                         *CURRENT SURVEY CONTROL
 DE7588  ___________________________________________________________________
 DE7588* NAD 83(1986)-  43 36 52.     (N)    087 46 13.     (W)     SCALED    
 DE7588* NAVD 88     -       190.282  (meters)     624.28   (feet)  ADJUSTED  
 DE7588  ___________________________________________________________________
 DE7588  GEOID HEIGHT-         -35.53  (meters)                     GEOID03
 DE7588  DYNAMIC HT  -         190.244 (meters)     624.16  (feet)  COMP
 DE7588  MODELED GRAV-     980,418.2   (mgal)                       NAVD 88
 DE7588
 DE7588  VERT ORDER  -  SECOND    CLASS I
 DE7588
 DE7588.The horizontal coordinates were scaled from a topographic map and have
 DE7588.an estimated accuracy of +/- 6 seconds.
 DE7588
 DE7588.The orthometric height was determined by differential leveling
 DE7588.and adjusted by the National Geodetic Survey in May 2003..
 DE7588
 DE7588.The geoid height was determined by GEOID03.
 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     -   181,760.      779,960.      MT  (+/- 180 meters Scaled)
 DE7588
 DE7588                          SUPERSEDED SURVEY CONTROL
 DE7588
 DE7588.No superseded survey control is available for this station.
 DE7588
 DE7588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP378293(NAD 83)
 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 - November 08, 2003
 DE7588
 DE7588  HISTORY     - Date     Condition        Report By
 DE7588  HISTORY     - 20000921 MONUMENTED       WIDT
 DE7588  HISTORY     - 20031108 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7589 ***********************************************************************
 DE7589  DESIGNATION -  3Y79
 DE7589  PID         -  DE7589
 DE7589  STATE/COUNTY-  WI/SHEBOYGAN
 DE7589  USGS QUAD   -  SHEBOYGAN FALLS (1994)
 DE7589
 DE7589                         *CURRENT SURVEY CONTROL
 DE7589  ___________________________________________________________________
 DE7589* NAD 83(1986)-  43 37 50.     (N)    087 46 37.     (W)     SCALED    
 DE7589* NAVD 88     -       204.231  (meters)     670.05   (feet)  ADJUSTED  
 DE7589  ___________________________________________________________________
 DE7589  GEOID HEIGHT-         -35.54  (meters)                     GEOID03
 DE7589  DYNAMIC HT  -         204.190 (meters)     669.91  (feet)  COMP
 DE7589  MODELED GRAV-     980,418.0   (mgal)                       NAVD 88
 DE7589
 DE7589  VERT ORDER  -  SECOND    CLASS I
 DE7589
 DE7589.The horizontal coordinates were scaled from a topographic map and have
 DE7589.an estimated accuracy of +/- 6 seconds.
 DE7589
 DE7589.The orthometric height was determined by differential leveling
 DE7589.and adjusted by the National Geodetic Survey in May 2003..
 DE7589
 DE7589.The geoid height was determined by GEOID03.
 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     -   183,530.      779,370.      MT  (+/- 180 meters Scaled)
 DE7589
 DE7589                          SUPERSEDED SURVEY CONTROL
 DE7589
 DE7589.No superseded survey control is available for this station.
 DE7589
 DE7589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP373311(NAD 83)
 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 - September 20, 2000
 DE7589
 DE7589  HISTORY     - Date     Condition        Report By
 DE7589  HISTORY     - 20000920 MONUMENTED       WIDT
 DE7589  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7590 ***********************************************************************
 DE7590  DESIGNATION -  3Y80
 DE7590  PID         -  DE7590
 DE7590  STATE/COUNTY-  WI/SHEBOYGAN
 DE7590  USGS QUAD   -  SHEBOYGAN FALLS (1994)
 DE7590
 DE7590                         *CURRENT SURVEY CONTROL
 DE7590  ___________________________________________________________________
 DE7590* NAD 83(1986)-  43 39 01.     (N)    087 46 12.     (W)     SCALED    
 DE7590* NAVD 88     -       215.680  (meters)     707.61   (feet)  ADJUSTED  
 DE7590  ___________________________________________________________________
 DE7590  GEOID HEIGHT-         -35.57  (meters)                     GEOID03
 DE7590  DYNAMIC HT  -         215.638 (meters)     707.47  (feet)  COMP
 DE7590  MODELED GRAV-     980,418.8   (mgal)                       NAVD 88
 DE7590
 DE7590  VERT ORDER  -  SECOND    CLASS I
 DE7590
 DE7590.The horizontal coordinates were scaled from a topographic map and have
 DE7590.an estimated accuracy of +/- 6 seconds.
 DE7590
 DE7590.The orthometric height was determined by differential leveling
 DE7590.and adjusted by the National Geodetic Survey in May 2003..
 DE7590
 DE7590.The geoid height was determined by GEOID03.
 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     -   185,740.      779,880.      MT  (+/- 180 meters Scaled)
 DE7590
 DE7590                          SUPERSEDED SURVEY CONTROL
 DE7590
 DE7590.No superseded survey control is available for this station.
 DE7590
 DE7590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP379333(NAD 83)
 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 - December 04, 2003
 DE7590
 DE7590  HISTORY     - Date     Condition        Report By
 DE7590  HISTORY     - 20000921 MONUMENTED       WIDT
 DE7590  HISTORY     - 20031204 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7591 ***********************************************************************
 DE7591  DESIGNATION -  3Y81
 DE7591  PID         -  DE7591
 DE7591  STATE/COUNTY-  WI/SHEBOYGAN
 DE7591  USGS QUAD   -  SHEBOYGAN FALLS (1994)
 DE7591
 DE7591                         *CURRENT SURVEY CONTROL
 DE7591  ___________________________________________________________________
 DE7591* NAD 83(1986)-  43 40 05.     (N)    087 45 44.     (W)     SCALED    
 DE7591* NAVD 88     -       218.003  (meters)     715.23   (feet)  ADJUSTED  
 DE7591  ___________________________________________________________________
 DE7591  GEOID HEIGHT-         -35.60  (meters)                     GEOID03
 DE7591  DYNAMIC HT  -         217.961 (meters)     715.09  (feet)  COMP
 DE7591  MODELED GRAV-     980,419.5   (mgal)                       NAVD 88
 DE7591
 DE7591  VERT ORDER  -  SECOND    CLASS I
 DE7591
 DE7591.The horizontal coordinates were scaled from a topographic map and have
 DE7591.an estimated accuracy of +/- 6 seconds.
 DE7591
 DE7591.The orthometric height was determined by differential leveling
 DE7591.and adjusted by the National Geodetic Survey in May 2003..
 DE7591
 DE7591.The geoid height was determined by GEOID03.
 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     -   187,730.      780,450.      MT  (+/- 180 meters Scaled)
 DE7591
 DE7591                          SUPERSEDED SURVEY CONTROL
 DE7591
 DE7591.No superseded survey control is available for this station.
 DE7591
 DE7591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP385352(NAD 83)
 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 - December 04, 2003
 DE7591
 DE7591  HISTORY     - Date     Condition        Report By
 DE7591  HISTORY     - 20000920 MONUMENTED       WIDT
 DE7591  HISTORY     - 20031204 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7750 ***********************************************************************
 DE7750  DESIGNATION -  3Y82
 DE7750  PID         -  DE7750
 DE7750  STATE/COUNTY-  WI/SHEBOYGAN
 DE7750  USGS QUAD   -  SHEBOYGAN FALLS (1994)
 DE7750
 DE7750                         *CURRENT SURVEY CONTROL
 DE7750  ___________________________________________________________________
 DE7750* NAD 83(1986)-  43 41 19.     (N)    087 46 19.     (W)     SCALED    
 DE7750* NAVD 88     -       209.522  (meters)     687.41   (feet)  ADJUSTED  
 DE7750  ___________________________________________________________________
 DE7750  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 DE7750  DYNAMIC HT  -         209.481 (meters)     687.27  (feet)  COMP
 DE7750  MODELED GRAV-     980,420.7   (mgal)                       NAVD 88
 DE7750
 DE7750  VERT ORDER  -  SECOND    CLASS I
 DE7750
 DE7750.The horizontal coordinates were scaled from a topographic map and have
 DE7750.an estimated accuracy of +/- 6 seconds.
 DE7750
 DE7750.The orthometric height was determined by differential leveling
 DE7750.and adjusted by the National Geodetic Survey in May 2003..
 DE7750
 DE7750.The geoid height was determined by GEOID03.
 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     -   189,990.      779,610.      MT  (+/- 180 meters Scaled)
 DE7750
 DE7750                          SUPERSEDED SURVEY CONTROL
 DE7750
 DE7750.No superseded survey control is available for this station.
 DE7750
 DE7750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP377375(NAD 83)
 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 - December 06, 2003
 DE7750
 DE7750  HISTORY     - Date     Condition        Report By
 DE7750  HISTORY     - 2000     MONUMENTED       WIDT
 DE7750  HISTORY     - 20031206 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7592 ***********************************************************************
 DE7592  DESIGNATION -  3Y83
 DE7592  PID         -  DE7592
 DE7592  STATE/COUNTY-  WI/SHEBOYGAN
 DE7592  USGS QUAD   -  SHEBOYGAN SOUTH (1994)
 DE7592
 DE7592                         *CURRENT SURVEY CONTROL
 DE7592  ___________________________________________________________________
 DE7592* NAD 83(1986)-  43 42 07.     (N)    087 43 48.     (W)     SCALED    
 DE7592* NAVD 88     -       187.943  (meters)     616.61   (feet)  ADJUSTED  
 DE7592  ___________________________________________________________________
 DE7592  GEOID HEIGHT-         -35.67  (meters)                     GEOID03
 DE7592  DYNAMIC HT  -         187.908 (meters)     616.49  (feet)  COMP
 DE7592  MODELED GRAV-     980,428.9   (mgal)                       NAVD 88
 DE7592
 DE7592  VERT ORDER  -  SECOND    CLASS I
 DE7592
 DE7592.The horizontal coordinates were scaled from a topographic map and have
 DE7592.an estimated accuracy of +/- 6 seconds.
 DE7592
 DE7592.The orthometric height was determined by differential leveling
 DE7592.and adjusted by the National Geodetic Survey in May 2003..
 DE7592
 DE7592.The geoid height was determined by GEOID03.
 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     -   191,560.      782,950.      MT  (+/- 180 meters Scaled)
 DE7592
 DE7592                          SUPERSEDED SURVEY CONTROL
 DE7592
 DE7592.No superseded survey control is available for this station.
 DE7592
 DE7592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP411390(NAD 83)
 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 - December 07, 2003
 DE7592
 DE7592  HISTORY     - Date     Condition        Report By
 DE7592  HISTORY     - 2000     MONUMENTED       WIDT
 DE7592  HISTORY     - 20031207 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7594 ***********************************************************************
 DE7594  DESIGNATION -  3Y84
 DE7594  PID         -  DE7594
 DE7594  STATE/COUNTY-  WI/SHEBOYGAN
 DE7594  USGS QUAD   -  SHEBOYGAN SOUTH (1994)
 DE7594
 DE7594                         *CURRENT SURVEY CONTROL
 DE7594  ___________________________________________________________________
 DE7594* NAD 83(1986)-  43 43 24.     (N)    087 43 24.     (W)     SCALED    
 DE7594* NAVD 88     -       192.103  (meters)     630.26   (feet)  ADJUSTED  
 DE7594  ___________________________________________________________________
 DE7594  GEOID HEIGHT-         -35.71  (meters)                     GEOID03
 DE7594  DYNAMIC HT  -         192.068 (meters)     630.14  (feet)  COMP
 DE7594  MODELED GRAV-     980,430.8   (mgal)                       NAVD 88
 DE7594
 DE7594  VERT ORDER  -  SECOND    CLASS I
 DE7594
 DE7594.The horizontal coordinates were scaled from a topographic map and have
 DE7594.an estimated accuracy of +/- 6 seconds.
 DE7594
 DE7594.The orthometric height was determined by differential leveling
 DE7594.and adjusted by the National Geodetic Survey in May 2003..
 DE7594
 DE7594.The geoid height was determined by GEOID03.
 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     -   193,950.      783,420.      MT  (+/- 180 meters Scaled)
 DE7594
 DE7594                          SUPERSEDED SURVEY CONTROL
 DE7594
 DE7594.No superseded survey control is available for this station.
 DE7594
 DE7594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP417413(NAD 83)
 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 - December 07, 2003
 DE7594
 DE7594  HISTORY     - Date     Condition        Report By
 DE7594  HISTORY     - 2000     MONUMENTED       WIDT
 DE7594  HISTORY     - 20031207 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7633 ***********************************************************************
 DE7633  DESIGNATION -  3Y85
 DE7633  PID         -  DE7633
 DE7633  STATE/COUNTY-  WI/SHEBOYGAN
 DE7633  USGS QUAD   -  SHEBOYGAN NORTH (1994)
 DE7633
 DE7633                         *CURRENT SURVEY CONTROL
 DE7633  ___________________________________________________________________
 DE7633* NAD 83(1986)-  43 47 12.     (N)    087 43 42.     (W)     SCALED    
 DE7633* NAVD 88     -       182.636  (meters)     599.20   (feet)  ADJUSTED  
 DE7633  ___________________________________________________________________
 DE7633  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 DE7633  DYNAMIC HT  -         182.603 (meters)     599.09  (feet)  COMP
 DE7633  MODELED GRAV-     980,431.7   (mgal)                       NAVD 88
 DE7633
 DE7633  VERT ORDER  -  SECOND    CLASS I
 DE7633
 DE7633.The horizontal coordinates were scaled from a topographic map and have
 DE7633.an estimated accuracy of +/- 6 seconds.
 DE7633
 DE7633.The orthometric height was determined by differential leveling
 DE7633.and adjusted by the National Geodetic Survey in May 2003..
 DE7633
 DE7633.The geoid height was determined by GEOID03.
 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     -   200,980.      782,820.      MT  (+/- 180 meters Scaled)
 DE7633
 DE7633                          SUPERSEDED SURVEY CONTROL
 DE7633
 DE7633.No superseded survey control is available for this station.
 DE7633
 DE7633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP413484(NAD 83)
 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 SUITABLE FOR
 DE7633+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DE7633
 DE7633  HISTORY     - Date     Condition        Report By
 DE7633  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7631 ***********************************************************************
 DE7631  DESIGNATION -  3Y86
 DE7631  PID         -  DE7631
 DE7631  STATE/COUNTY-  WI/SHEBOYGAN
 DE7631  USGS QUAD   -  SHEBOYGAN NORTH (1994)
 DE7631
 DE7631                         *CURRENT SURVEY CONTROL
 DE7631  ___________________________________________________________________
 DE7631* NAD 83(1986)-  43 51 53.     (N)    087 44 04.     (W)     SCALED    
 DE7631* NAVD 88     -       194.129  (meters)     636.90   (feet)  ADJUSTED  
 DE7631  ___________________________________________________________________
 DE7631  GEOID HEIGHT-         -35.92  (meters)                     GEOID03
 DE7631  DYNAMIC HT  -         194.094 (meters)     636.79  (feet)  COMP
 DE7631  MODELED GRAV-     980,434.0   (mgal)                       NAVD 88
 DE7631
 DE7631  VERT ORDER  -  SECOND    CLASS I
 DE7631
 DE7631.The horizontal coordinates were scaled from a topographic map and have
 DE7631.an estimated accuracy of +/- 6 seconds.
 DE7631
 DE7631.The orthometric height was determined by differential leveling
 DE7631.and adjusted by the National Geodetic Survey in May 2003..
 DE7631
 DE7631.The geoid height was determined by GEOID03.
 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     -   209,630.      782,100.      MT  (+/- 180 meters Scaled)
 DE7631
 DE7631                          SUPERSEDED SURVEY CONTROL
 DE7631
 DE7631.No superseded survey control is available for this station.
 DE7631
 DE7631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP409571(NAD 83)
 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 - January 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7784 ***********************************************************************
 DE7784  DESIGNATION -  3Y87
 DE7784  PID         -  DE7784
 DE7784  STATE/COUNTY-  WI/SHEBOYGAN
 DE7784  USGS QUAD   -  CLEVELAND WEST (1994)
 DE7784
 DE7784                         *CURRENT SURVEY CONTROL
 DE7784  ___________________________________________________________________
 DE7784* NAD 83(1986)-  43 52 40.     (N)    087 45 36.     (W)     SCALED    
 DE7784* NAVD 88     -       198.981  (meters)     652.82   (feet)  ADJUSTED  
 DE7784  ___________________________________________________________________
 DE7784  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 DE7784  DYNAMIC HT  -         198.945 (meters)     652.71  (feet)  COMP
 DE7784  MODELED GRAV-     980,432.1   (mgal)                       NAVD 88
 DE7784
 DE7784  VERT ORDER  -  SECOND    CLASS I
 DE7784
 DE7784.The horizontal coordinates were scaled from a topographic map and have
 DE7784.an estimated accuracy of +/- 6 seconds.
 DE7784
 DE7784.The orthometric height was determined by differential leveling
 DE7784.and adjusted by the National Geodetic Survey in May 2003..
 DE7784.No vertical observational check was made to the station.
 DE7784
 DE7784.The geoid height was determined by GEOID03.
 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     -   211,030.      780,000.      MT  (+/- 180 meters Scaled)
 DE7784
 DE7784                          SUPERSEDED SURVEY CONTROL
 DE7784
 DE7784.No superseded survey control is available for this station.
 DE7784
 DE7784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP389585(NAD 83)
 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 - December 07, 2003
 DE7784
 DE7784  HISTORY     - Date     Condition        Report By
 DE7784  HISTORY     - 20000813 MONUMENTED       WIDT
 DE7784  HISTORY     - 20031207 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7630 ***********************************************************************
 DE7630  DESIGNATION -  3Y88
 DE7630  PID         -  DE7630
 DE7630  STATE/COUNTY-  WI/SHEBOYGAN
 DE7630  USGS QUAD   -  CLEVELAND WEST (1994)
 DE7630
 DE7630                         *CURRENT SURVEY CONTROL
 DE7630  ___________________________________________________________________
 DE7630* NAD 83(1986)-  43 53 32.     (N)    087 45 40.     (W)     SCALED    
 DE7630* NAVD 88     -       207.039  (meters)     679.26   (feet)  ADJUSTED  
 DE7630  ___________________________________________________________________
 DE7630  GEOID HEIGHT-         -35.93  (meters)                     GEOID03
 DE7630  DYNAMIC HT  -         207.001 (meters)     679.14  (feet)  COMP
 DE7630  MODELED GRAV-     980,432.9   (mgal)                       NAVD 88
 DE7630
 DE7630  VERT ORDER  -  SECOND    CLASS I
 DE7630
 DE7630.The horizontal coordinates were scaled from a topographic map and have
 DE7630.an estimated accuracy of +/- 6 seconds.
 DE7630
 DE7630.The orthometric height was determined by differential leveling
 DE7630.and adjusted by the National Geodetic Survey in May 2003..
 DE7630
 DE7630.The geoid height was determined by GEOID03.
 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     -   212,630.      779,870.      MT  (+/- 180 meters Scaled)
 DE7630
 DE7630                          SUPERSEDED SURVEY CONTROL
 DE7630
 DE7630.No superseded survey control is available for this station.
 DE7630
 DE7630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP388601(NAD 83)
 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 - December 07, 2003
 DE7630
 DE7630  HISTORY     - Date     Condition        Report By
 DE7630  HISTORY     - 2001     MONUMENTED       WIDT
 DE7630  HISTORY     - 20031207 GOOD             USPSQD
 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' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7674 ***********************************************************************
 DE7674  DESIGNATION -  3Y89
 DE7674  PID         -  DE7674
 DE7674  STATE/COUNTY-  WI/MANITOWOC
 DE7674  USGS QUAD   -  CLEVELAND EAST (1994)
 DE7674
 DE7674                         *CURRENT SURVEY CONTROL
 DE7674  ___________________________________________________________________
 DE7674* NAD 83(1986)-  43 55 44.     (N)    087 43 54.     (W)     SCALED    
 DE7674* NAVD 88     -       191.614  (meters)     628.65   (feet)  ADJUSTED  
 DE7674  ___________________________________________________________________
 DE7674  GEOID HEIGHT-         -35.99  (meters)                     GEOID03
 DE7674  DYNAMIC HT  -         191.580 (meters)     628.54  (feet)  COMP
 DE7674  MODELED GRAV-     980,437.5   (mgal)                       NAVD 88
 DE7674
 DE7674  VERT ORDER  -  SECOND    CLASS I
 DE7674
 DE7674.The horizontal coordinates were scaled from a topographic map and have
 DE7674.an estimated accuracy of +/- 6 seconds.
 DE7674
 DE7674.The orthometric height was determined by differential leveling
 DE7674.and adjusted by the National Geodetic Survey in May 2003..
 DE7674
 DE7674.The geoid height was determined by GEOID03.
 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     -   216,760.      782,130.      MT  (+/- 180 meters Scaled)
 DE7674
 DE7674                          SUPERSEDED SURVEY CONTROL
 DE7674
 DE7674.No superseded survey control is available for this station.
 DE7674
 DE7674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP412642(NAD 83)
 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 SUITABLE FOR
 DE7674+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2006
 DE7674
 DE7674  HISTORY     - Date     Condition        Report By
 DE7674  HISTORY     - 2001     MONUMENTED       WIDT
 DE7674  HISTORY     - 20030622 GOOD             USPSQD
 DE7674  HISTORY     - 20060104 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7673 ***********************************************************************
 DE7673  DESIGNATION -  3Y90
 DE7673  PID         -  DE7673
 DE7673  STATE/COUNTY-  WI/MANITOWOC
 DE7673  USGS QUAD   -  CLEVELAND EAST (1994)
 DE7673
 DE7673                         *CURRENT SURVEY CONTROL
 DE7673  ___________________________________________________________________
 DE7673* NAD 83(1986)-  43 58 45.     (N)    087 43 52.     (W)     SCALED    
 DE7673* NAVD 88     -       195.749  (meters)     642.22   (feet)  ADJUSTED  
 DE7673  ___________________________________________________________________
 DE7673  GEOID HEIGHT-         -36.03  (meters)                     GEOID03
 DE7673  DYNAMIC HT  -         195.714 (meters)     642.11  (feet)  COMP
 DE7673  MODELED GRAV-     980,439.2   (mgal)                       NAVD 88
 DE7673
 DE7673  VERT ORDER  -  SECOND    CLASS I
 DE7673
 DE7673.The horizontal coordinates were scaled from a topographic map and have
 DE7673.an estimated accuracy of +/- 6 seconds.
 DE7673
 DE7673.The orthometric height was determined by differential leveling
 DE7673.and adjusted by the National Geodetic Survey in May 2003..
 DE7673
 DE7673.The geoid height was determined by GEOID03.
 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     -   222,350.      782,020.      MT  (+/- 180 meters Scaled)
 DE7673
 DE7673                          SUPERSEDED SURVEY CONTROL
 DE7673
 DE7673.No superseded survey control is available for this station.
 DE7673
 DE7673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP413698(NAD 83)
 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 - June 22, 2003
 DE7673
 DE7673  HISTORY     - Date     Condition        Report By
 DE7673  HISTORY     - 2001     MONUMENTED       WIDT
 DE7673  HISTORY     - 20030622 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0066 ***********************************************************************
 PN0066  DESIGNATION -  4
 PN0066  PID         -  PN0066
 PN0066  STATE/COUNTY-  WI/BROWN
 PN0066  USGS QUAD   -  GREEN BAY WEST (1992)
 PN0066
 PN0066                         *CURRENT SURVEY CONTROL
 PN0066  ___________________________________________________________________
 PN0066* NAD 83(1986)-  44 30 47.     (N)    088 00 54.     (W)     SCALED    
 PN0066* NAVD 88     -       179.673  (meters)     589.48   (feet)  ADJUSTED  
 PN0066  ___________________________________________________________________
 PN0066  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 PN0066  DYNAMIC HT  -         179.650 (meters)     589.40  (feet)  COMP
 PN0066  MODELED GRAV-     980,488.6   (mgal)                       NAVD 88
 PN0066
 PN0066  VERT ORDER  -  FIRST     CLASS 0
 PN0066
 PN0066.The horizontal coordinates were scaled from a topographic map and have
 PN0066.an estimated accuracy of +/- 6 seconds.
 PN0066
 PN0066.The orthometric height was determined by differential leveling
 PN0066.and adjusted by the National Geodetic Survey in June 1991..
 PN0066
 PN0066.The geoid height was determined by GEOID03.
 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     -    77,460.      757,810.      MT  (+/- 180 meters Scaled)
 PN0066
 PN0066                          SUPERSEDED SURVEY CONTROL
 PN0066
 PN0066.No superseded survey control is available for this station.
 PN0066
 PN0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ193293(NAD 83)
 PN0066_MARKER: B = BOLT
 PN0066_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PN0066_SP_SET: STRUCTURE
 PN0066_MARK LOGO: USE   
 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 - August 07, 2006
 PN0066
 PN0066  HISTORY     - Date     Condition        Report By
 PN0066  HISTORY     - UNK      MONUMENTED       DOD
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0053 ***********************************************************************
 QN0053  DESIGNATION -  4
 QN0053  PID         -  QN0053
 QN0053  STATE/COUNTY-  WI/PRICE
 QN0053  USGS QUAD   -  PHILLIPS (1984)
 QN0053
 QN0053                         *CURRENT SURVEY CONTROL
 QN0053  ___________________________________________________________________
 QN0053* NAD 83(1986)-  45 42 03.     (N)    090 24 47.     (W)     SCALED    
 QN0053* NAVD 88     -       444.721  (meters)    1459.06   (feet)  ADJUSTED  
 QN0053  ___________________________________________________________________
 QN0053  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 QN0053  DYNAMIC HT  -         444.698 (meters)    1458.98  (feet)  COMP
 QN0053  MODELED GRAV-     980,549.6   (mgal)                       NAVD 88
 QN0053
 QN0053  VERT ORDER  -  SECOND    CLASS 0
 QN0053
 QN0053.The horizontal coordinates were scaled from a topographic map and have
 QN0053.an estimated accuracy of +/- 6 seconds.
 QN0053
 QN0053.The orthometric height was determined by differential leveling
 QN0053.and adjusted by the National Geodetic Survey in June 1991..
 QN0053
 QN0053.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0053.See file dsdata.txt to determine how the superseded data were derived.
 QN0053
 QN0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL013640(NAD 83)
 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             NGS
 QN0053  HISTORY     - 20040904 GOOD             GEOCAC
 QN0053  HISTORY     - 20050304 GOOD             INDIV
 QN0053
 QN0053                          STATION DESCRIPTION
 QN0053
 QN0053'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 QN0334 ***********************************************************************
 QN0334  DESIGNATION -  4 DWB
 QN0334  PID         -  QN0334
 QN0334  STATE/COUNTY-  WI/SAWYER
 QN0334  USGS QUAD   -  HAUER (1971)
 QN0334
 QN0334                         *CURRENT SURVEY CONTROL
 QN0334  ___________________________________________________________________
 QN0334* NAD 83(1986)-  45 49 39.     (N)    091 23 55.     (W)     SCALED    
 QN0334* NAVD 88     -       393.619  (meters)    1291.40   (feet)  ADJUSTED  
 QN0334  ___________________________________________________________________
 QN0334  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 QN0334  DYNAMIC HT  -         393.604 (meters)    1291.35  (feet)  COMP
 QN0334  MODELED GRAV-     980,565.8   (mgal)                       NAVD 88
 QN0334
 QN0334  VERT ORDER  -  FIRST     CLASS II
 QN0334
 QN0334.The horizontal coordinates were scaled from a topographic map and have
 QN0334.an estimated accuracy of +/- 6 seconds.
 QN0334
 QN0334.The orthometric height was determined by differential leveling
 QN0334.and adjusted by the National Geodetic Survey in June 1991..
 QN0334
 QN0334.The geoid height was determined by GEOID03.
 QN0334
 QN0334.The dynamic height is computed by dividing the NAVD 88
 QN0334.geopotential number by the normal gravity value computed on the
 QN0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0334.degrees latitude (g = 980.6199 gals.).
 QN0334
 QN0334.The modeled gravity was interpolated from observed gravity values.
 QN0334
 QN0334;                    North         East    Units  Estimated Accuracy
 QN0334;SPC WI N     -    74,400.      491,330.      MT  (+/- 180 meters Scaled)
 QN0334
 QN0334                          SUPERSEDED SURVEY CONTROL
 QN0334
 QN0334.No superseded survey control is available for this station.
 QN0334
 QN0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL243761(NAD 83)
 QN0334_MARKER: DB = BENCH MARK DISK
 QN0334_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QN0334_SP_SET: CULVERT WINGWALL
 QN0334_STAMPING: 4 DWB 1971
 QN0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0334+STABILITY: SURFACE MOTION
 QN0334
 QN0334  HISTORY     - Date     Condition        Report By
 QN0334  HISTORY     - 1971     MONUMENTED       USGS
 QN0334  HISTORY     - 1979     GOOD             NGS
 QN0334
 QN0334                          STATION DESCRIPTION
 QN0334
 QN0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 QN0334'5.85 MI NW FROM COUDERAY.
 QN0334'5.85 MILES NORTHWEST ALONG STATE HIGHWAY 27 FROM THE POST OFFICE IN
 QN0334'COUDERAY, AT THE JUNCTION OF BUTLER ROAD LEADING SOUTHWEST, ON THE LAC
 QN0334'COURTE OREILLES INDIAN RESERVATION, IN TOP OF THE EAST END OF THE
 QN0334'CONCRETE WINGWALL OF A 4-FT. BOX CULVERT UNDER THE ROAD, 52.0 FT. WEST
 QN0334'OF THE CENTERLINE OF THE HIGHWAY, 17.0 FT. EAST OF THE CENTERLINE OF
 QN0334'THE ROAD, 3.0 FT. NORTH OF THE EXTENDED CENTERLINE OF ANDERSON ROAD.
 QN0334'THE MARK IS 3 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB8420 ***********************************************************************
 AB8420  DESIGNATION -  4 LAP
 AB8420  PID         -  AB8420
 AB8420  STATE/COUNTY-  WI/BURNETT
 AB8420  USGS QUAD   -  POQUETTES LAKE (1982)
 AB8420
 AB8420                         *CURRENT SURVEY CONTROL
 AB8420  ___________________________________________________________________
 AB8420* NAD 83(1997)-  45 45 16.94000(N)    092 04 22.89949(W)     ADJUSTED  
 AB8420* NAVD 88     -       327.3    (meters)    1074.     (feet)  GPS OBS   
 AB8420  ___________________________________________________________________
 AB8420  X           -    -161,264.045 (meters)                     COMP
 AB8420  Y           -  -4,455,182.759 (meters)                     COMP
 AB8420  Z           -   4,546,480.573 (meters)                     COMP
 AB8420  LAPLACE CORR-         -13.48  (seconds)                    DEFLEC99
 AB8420  ELLIP HEIGHT-         299.11  (meters)          (01/30/03) GPS OBS
 AB8420  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 AB8420
 AB8420  HORZ ORDER  -  FIRST
 AB8420  ELLP ORDER  -  FOURTH    CLASS I
 AB8420
 AB8420.The horizontal coordinates were established by GPS observations
 AB8420.and adjusted by the National Geodetic Survey in January 2003..
 AB8420
 AB8420.The orthometric height was determined by GPS observations and a
 AB8420.high-resolution geoid model.
 AB8420
 AB8420.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8420
 AB8420.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8420
 AB8420.The ellipsoidal height was determined by GPS observations
 AB8420.and is referenced to NAD 83.
 AB8420
 AB8420.The geoid height was determined by GEOID03.
 AB8420
 AB8420;                    North         East     Units Scale Factor Converg.
 AB8420;SPC WI N     -    67,461.430   438,731.275   MT  0.99997118   -1 29 43.5
 AB8420;SPC WI N     -   221,329.71  1,439,404.19   sFT  0.99997118   -1 29 43.5
 AB8420;UTM  15      - 5,067,211.980   572,094.054   MT  0.99966390   +0 39 50.7
 AB8420
 AB8420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8420!SPC WI N     -   0.99995311  x   0.99997118  =   0.99992429
 AB8420!UTM  15      -   0.99995311  x   0.99966390  =   0.99961703
 AB8420
 AB8420                          SUPERSEDED SURVEY CONTROL
 AB8420
 AB8420  NAD 83(1991)-  45 45 16.93923(N)    092 04 22.89668(W) AD(       ) 1
 AB8420  ELLIP H (12/09/96)  299.15   (m)                       GP(       ) 4 1
 AB8420
 AB8420.Superseded values are not recommended for survey control.
 AB8420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8420.See file dsdata.txt to determine how the superseded data were derived.
 AB8420
 AB8420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7209467212(NAD 83)
 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 = OCTOBER  7, 2006
 QM0804 ***********************************************************************
 QM0804  DESIGNATION -  4012E18S GPS 0026
 QM0804  PID         -  QM0804
 QM0804  STATE/COUNTY-  WI/FOREST
 QM0804  USGS QUAD   -  ANVIL LAKE (1981)
 QM0804
 QM0804                         *CURRENT SURVEY CONTROL
 QM0804  ___________________________________________________________________
 QM0804* NAD 83(1997)-  45 56 21.20735(N)    089 01 47.93515(W)     ADJUSTED  
 QM0804* NAVD 88     -       526.3    (meters)    1727.     (feet)  VERTCON   
 QM0804  ___________________________________________________________________
 QM0804  X           -      75,225.250 (meters)                     COMP
 QM0804  Y           -  -4,442,884.051 (meters)                     COMP
 QM0804  Z           -   4,560,907.725 (meters)                     COMP
 QM0804  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 QM0804  ELLIP HEIGHT-         494.52  (meters)          (06/17/02) GPS OBS
 QM0804  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 QM0804
 QM0804  HORZ ORDER  -  FIRST
 QM0804  ELLP ORDER  -  THIRD     CLASS II
 QM0804
 QM0804.The horizontal coordinates were established by GPS observations
 QM0804.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0804
 QM0804.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0804
 QM0804.The ellipsoidal height was determined by GPS observations
 QM0804.and is referenced to NAD 83.
 QM0804
 QM0804.The geoid height was determined by GEOID03.
 QM0804
 QM0804;                    North         East     Units Scale Factor Converg.
 QM0804;SPC WI N     -    86,324.220   675,217.636   MT  0.99995326   +0 41 59.1
 QM0804;SPC WI N     -   283,215.38  2,215,276.53   sFT  0.99995326   +0 41 59.1
 QM0804;UTM  16      - 5,089,298.498   342,642.823   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  =   0.99987574
 QM0804!UTM  16      -   0.99992248  x   0.99990441  =   0.99982690
 QM0804
 QM0804                          SUPERSEDED SURVEY CONTROL
 QM0804
 QM0804  NAD 83(1991)-  45 56 21.20719(N)    089 01 47.93392(W) AD(       ) 1
 QM0804  ELLIP H (10/12/93)  494.46   (m)                       GP(       ) 3 2
 QM0804  NGVD 29 (10/12/93)  526.3    (m)         1727.     (f) GPS OBS        
 QM0804
 QM0804.Superseded values are not recommended for survey control.
 QM0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0804.See file dsdata.txt to determine how the superseded data were derived.
 QM0804
 QM0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR4264389298(NAD 83)
 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 = OCTOBER  7, 2006
 QM0805 ***********************************************************************
 QM0805  DESIGNATION -  4016E07S GPS 0027
 QM0805  PID         -  QM0805
 QM0805  STATE/COUNTY-  WI/FLORENCE
 QM0805  USGS QUAD   -  LONG LAKE NE (1970)
 QM0805
 QM0805                         *CURRENT SURVEY CONTROL
 QM0805  ___________________________________________________________________
 QM0805* NAD 83(1997)-  45 57 24.23530(N)    088 32 56.56175(W)     ADJUSTED  
 QM0805* NAVD 88     -       463.6    (meters)    1521.     (feet)  VERTCON   
 QM0805  ___________________________________________________________________
 QM0805  X           -     112,478.906 (meters)                     COMP
 QM0805  Y           -  -4,440,653.648 (meters)                     COMP
 QM0805  Z           -   4,562,215.191 (meters)                     COMP
 QM0805  LAPLACE CORR-          -6.31  (seconds)                    DEFLEC99
 QM0805  ELLIP HEIGHT-         430.93  (meters)          (06/17/02) GPS OBS
 QM0805  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 QM0805
 QM0805  HORZ ORDER  -  FIRST
 QM0805  ELLP ORDER  -  THIRD     CLASS II
 QM0805
 QM0805.The horizontal coordinates were established by GPS observations
 QM0805.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0805
 QM0805.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0805
 QM0805.The ellipsoidal height was determined by GPS observations
 QM0805.and is referenced to NAD 83.
 QM0805
 QM0805.The geoid height was determined by GEOID03.
 QM0805
 QM0805;                    North         East     Units Scale Factor Converg.
 QM0805;SPC WI N     -    88,838.148   712,471.699   MT  0.99995210   +1 02 48.0
 QM0805;SPC WI N     -   291,463.16  2,337,500.90   sFT  0.99995210   +1 02 48.0
 QM0805;UTM  16      - 5,090,406.693   379,960.874   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  =   0.99988455
 QM0805!UTM  16      -   0.99993245  x   0.99977714  =   0.99970960
 QM0805
 QM0805                          SUPERSEDED SURVEY CONTROL
 QM0805
 QM0805  NAD 83(1991)-  45 57 24.23532(N)    088 32 56.56056(W) AD(       ) 1
 QM0805  ELLIP H (10/12/93)  430.87   (m)                       GP(       ) 3 2
 QM0805  NGVD 29 (10/12/93)  463.6    (m)         1521.     (f) GPS OBS        
 QM0805
 QM0805.Superseded values are not recommended for survey control.
 QM0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0805.See file dsdata.txt to determine how the superseded data were derived.
 QM0805
 QM0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR7996190407(NAD 83)
 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 = OCTOBER  7, 2006
 RN1695 ***********************************************************************
 RN1695  DESIGNATION -  404
 RN1695  PID         -  RN1695
 RN1695  STATE/COUNTY-  WI/DOUGLAS
 RN1695  USGS QUAD   -  SUPERIOR (1994)
 RN1695
 RN1695                         *CURRENT SURVEY CONTROL
 RN1695  ___________________________________________________________________
 RN1695* NAD 83(1991)-  46 44 23.66109(N)    092 07 28.54035(W)     ADJUSTED  
 RN1695* NAVD 88     -       184.3    (meters)     605.     (feet)  VERTCON   
 RN1695  ___________________________________________________________________
 RN1695  X           -    -162,337.401 (meters)                     COMP
 RN1695  Y           -  -4,375,886.425 (meters)                     COMP
 RN1695  Z           -   4,622,111.319 (meters)                     COMP
 RN1695  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 RN1695  ELLIP HEIGHT-         156.42  (meters)          (03/16/99) GPS OBS
 RN1695  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 RN1695
 RN1695  HORZ ORDER  -  SECOND
 RN1695  ELLP ORDER  -  FOURTH    CLASS I
 RN1695
 RN1695.The horizontal coordinates were established by GPS observations
 RN1695.and adjusted by the National Geodetic Survey in March 1999..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RN1695
 RN1695.The Laplace correction was computed from DEFLEC99 derived deflections.
 RN1695
 RN1695.The ellipsoidal height was determined by GPS observations
 RN1695.and is referenced to NAD 83.
 RN1695
 RN1695.The geoid height was determined by GEOID03.
 RN1695
 RN1695;                    North         East     Units Scale Factor Converg.
 RN1695;SPC WI N     -   177,034.797   437,649.505   MT  0.99999522   -1 31 57.4
 RN1695;SPC WI N     -   580,821.66  1,435,855.08   sFT  0.99999522   -1 31 57.4
 RN1695;SPC MN N     -   127,142.477   874,548.939   MT  1.00008379   +0 43 22.8
 RN1695;UTM  15      - 5,176,633.517   566,875.328   MT  0.99965497   +0 38 15.1
 RN1695
 RN1695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN1695!SPC WI N     -   0.99997548  x   0.99999522  =   0.99997070
 RN1695!SPC MN N     -   0.99997548  x   1.00008379  =   1.00005927
 RN1695!UTM  15      -   0.99997548  x   0.99965497  =   0.99963046
 RN1695
 RN1695                          SUPERSEDED SURVEY CONTROL
 RN1695
 RN1695  NAD 83(1991)-  46 44 23.66129(N)    092 07 28.53946(W) AD(       ) 2
 RN1695  ELLIP H (11/21/91)  156.32   (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)          605.     (f) GPS OBS        
 RN1695
 RN1695.Superseded values are not recommended for survey control.
 RN1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1695.See file dsdata.txt to determine how the superseded data were derived.
 RN1695
 RN1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6687576634(NAD 83)
 RN1695_MARKER: DD = SURVEY DISK
 RN1695_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RN1695_SP_SET: PREFAB CONC. BLOCK IN EARTH
 RN1695_STAMPING: 404
 RN1695_MARK LOGO: USE   
 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       USE
 RN1695
 RN1695                          STATION DESCRIPTION
 RN1695
 RN1695'DESCRIBED BY US 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 = OCTOBER  7, 2006
 OL0203 ***********************************************************************
 OL0203  DESIGNATION -  41 B USLS
 OL0203  PID         -  OL0203
 OL0203  STATE/COUNTY-  WI/SHEBOYGAN
 OL0203  USGS QUAD   -  SHEBOYGAN NORTH (1994)
 OL0203
 OL0203                         *CURRENT SURVEY CONTROL
 OL0203  ___________________________________________________________________
 OL0203* NAD 83(1986)-  43 45 00.     (N)    087 42 18.     (W)     SCALED    
 OL0203* NAVD 88     -       178.135  (meters)     584.43   (feet)  ADJUSTED  
 OL0203  ___________________________________________________________________
 OL0203  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 OL0203  DYNAMIC HT  -         178.102 (meters)     584.32  (feet)  COMP
 OL0203  MODELED GRAV-     980,433.4   (mgal)                       NAVD 88
 OL0203
 OL0203  VERT ORDER  -  FIRST     CLASS 0
 OL0203
 OL0203.The horizontal coordinates were scaled from a topographic map and have
 OL0203.an estimated accuracy of +/- 6 seconds.
 OL0203
 OL0203.The orthometric height was determined by differential leveling
 OL0203.and adjusted by the National Geodetic Survey in June 1991..
 OL0203.WARNING-Repeat measurements at this control monument indicate possible
 OL0203.vertical movement.
 OL0203
 OL0203.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 OL0203
 OL0203.No superseded survey control is available for this station.
 OL0203
 OL0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP432443(NAD 83)
 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 = OCTOBER  7, 2006
 QL0362 ***********************************************************************
 QL0362  DESIGNATION -  41.1
 QL0362  PID         -  QL0362
 QL0362  STATE/COUNTY-  WI/MARINETTE
 QL0362  USGS QUAD   -  MARINETTE WEST (1975)
 QL0362
 QL0362                         *CURRENT SURVEY CONTROL
 QL0362  ___________________________________________________________________
 QL0362* NAD 83(1986)-  45 03 16.     (N)    087 44 55.     (W)     SCALED    
 QL0362* NAVD 88     -       185.310  (meters)     607.97   (feet)  ADJUSTED  
 QL0362  ___________________________________________________________________
 QL0362  GEOID HEIGHT-         -36.70  (meters)                     GEOID03
 QL0362  DYNAMIC HT  -         185.295 (meters)     607.92  (feet)  COMP
 QL0362  MODELED GRAV-     980,528.7   (mgal)                       NAVD 88
 QL0362
 QL0362  VERT ORDER  -  FIRST     CLASS 0
 QL0362
 QL0362.The horizontal coordinates were scaled from a topographic map and have
 QL0362.an estimated accuracy of +/- 6 seconds.
 QL0362
 QL0362.The orthometric height was determined by differential leveling
 QL0362.and adjusted by the National Geodetic Survey in June 1991..
 QL0362
 QL0362.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 QL0362
 QL0362.No superseded survey control is available for this station.
 QL0362
 QL0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ410892(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0362
 QL0362  HISTORY     - Date     Condition        Report By
 QL0362  HISTORY     - 1971     MONUMENTED       WIDT
 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 = OCTOBER  7, 2006
 PN0645 ***********************************************************************
 PN0645  DESIGNATION -  411
 PN0645  PID         -  PN0645
 PN0645  STATE/COUNTY-  WI/OUTAGAMIE
 PN0645  USGS QUAD   -  KAUKAUNA (1992)
 PN0645
 PN0645                         *CURRENT SURVEY CONTROL
 PN0645  ___________________________________________________________________
 PN0645* NAD 83(1986)-  44 18 06.     (N)    088 15 00.     (W)     SCALED    
 PN0645* NAVD 88     -       213.090  (meters)     699.11   (feet)  ADJUSTED  
 PN0645  ___________________________________________________________________
 PN0645  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PN0645  DYNAMIC HT  -         213.057 (meters)     699.00  (feet)  COMP
 PN0645  MODELED GRAV-     980,459.1   (mgal)                       NAVD 88
 PN0645
 PN0645  VERT ORDER  -  FIRST     CLASS 0
 PN0645
 PN0645.The horizontal coordinates were scaled from a topographic map and have
 PN0645.an estimated accuracy of +/- 6 seconds.
 PN0645
 PN0645.The orthometric height was determined by differential leveling
 PN0645.and adjusted by the National Geodetic Survey in June 1991..
 PN0645
 PN0645.The geoid height was determined by GEOID03.
 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     -    53,550.      739,640.      MT  (+/- 180 meters Scaled)
 PN0645
 PN0645                          SUPERSEDED SURVEY CONTROL
 PN0645
 PN0645.No superseded survey control is available for this station.
 PN0645
 PN0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ002061(NAD 83)
 PN0645_MARKER: DB = BENCH MARK DISK
 PN0645_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PN0645_SP_SET: SIGNAL FOUNDATION
 PN0645_STAMPING: 411
 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       RBNF
 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 = OCTOBER  7, 2006
 RL1691 ***********************************************************************
 RL1691  DESIGNATION -  4112E16S GPS 0028
 RL1691  PID         -  RL1691
 RL1691  STATE/COUNTY-  WI/VILAS
 RL1691  USGS QUAD   -  PHELPS (1981)
 RL1691
 RL1691                         *CURRENT SURVEY CONTROL
 RL1691  ___________________________________________________________________
 RL1691* NAD 83(1997)-  46 01 48.24445(N)    089 00 20.14501(W)     ADJUSTED  
 RL1691* NAVD 88     -       537.6    (meters)    1764.     (feet)  VERTCON   
 RL1691  ___________________________________________________________________
 RL1691  X           -      76,990.324 (meters)                     COMP
 RL1691  Y           -  -4,435,598.590 (meters)                     COMP
 RL1691  Z           -   4,567,932.709 (meters)                     COMP
 RL1691  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 RL1691  ELLIP HEIGHT-         506.02  (meters)          (06/17/02) GPS OBS
 RL1691  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 RL1691
 RL1691  HORZ ORDER  -  FIRST
 RL1691  ELLP ORDER  -  THIRD     CLASS II
 RL1691
 RL1691.The horizontal coordinates were established by GPS observations
 RL1691.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RL1691
 RL1691.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1691
 RL1691.The ellipsoidal height was determined by GPS observations
 RL1691.and is referenced to NAD 83.
 RL1691
 RL1691.The geoid height was determined by GEOID03.
 RL1691
 RL1691;                    North         East     Units Scale Factor Converg.
 RL1691;SPC WI N     -    96,443.676   676,982.094   MT  0.99994822   +0 43 02.4
 RL1691;SPC WI N     -   316,415.63  2,221,065.42   sFT  0.99994822   +0 43 02.4
 RL1691;SPC MI N     -   140,531.128 7,844,754.223   MT  0.99991271   -1 26 58.6
 RL1691;SPC MI N     -   461,060.13 25,737,382.62   iFT  0.99991271   -1 26 58.6
 RL1691;UTM  16      - 5,099,343.759   344,787.311   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  =   0.99986890
 RL1691!SPC MI N     -   0.99992068  x   0.99991271  =   0.99983340
 RL1691!UTM  16      -   0.99992068  x   0.99989616  =   0.99981685
 RL1691
 RL1691                          SUPERSEDED SURVEY CONTROL
 RL1691
 RL1691  NAD 83(1991)-  46 01 48.24428(N)    089 00 20.14379(W) AD(       ) 1
 RL1691  ELLIP H (10/12/93)  505.96   (m)                       GP(       ) 3 2
 RL1691  NGVD 29 (10/12/93)  537.6    (m)         1764.     (f) GPS OBS        
 RL1691
 RL1691.Superseded values are not recommended for survey control.
 RL1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1691.See file dsdata.txt to determine how the superseded data were derived.
 RL1691
 RL1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR4478799344(NAD 83)
 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 = OCTOBER  7, 2006
 RL1692 ***********************************************************************
 RL1692  DESIGNATION -  4113E24S GPS 0029
 RL1692  PID         -  RL1692
 RL1692  STATE/COUNTY-  WI/FOREST
 RL1692  USGS QUAD   -  HAGERMAN LAKE (1981)
 RL1692
 RL1692                         *CURRENT SURVEY CONTROL
 RL1692  ___________________________________________________________________
 RL1692* NAD 83(1997)-  46 01 14.06507(N)    088 49 08.27134(W)     ADJUSTED  
 RL1692* NAVD 88     -       477.5    (meters)    1567.     (feet)  VERTCON   
 RL1692  ___________________________________________________________________
 RL1692  X           -      91,452.913 (meters)                     COMP
 RL1692  Y           -  -4,436,041.689 (meters)                     COMP
 RL1692  Z           -   4,567,156.447 (meters)                     COMP
 RL1692  LAPLACE CORR-          -4.81  (seconds)                    DEFLEC99
 RL1692  ELLIP HEIGHT-         445.62  (meters)          (06/17/02) GPS OBS
 RL1692  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 RL1692
 RL1692  HORZ ORDER  -  FIRST
 RL1692  ELLP ORDER  -  THIRD     CLASS II
 RL1692
 RL1692.The horizontal coordinates were established by GPS observations
 RL1692.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RL1692
 RL1692.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1692
 RL1692.The ellipsoidal height was determined by GPS observations
 RL1692.and is referenced to NAD 83.
 RL1692
 RL1692.The geoid height was determined by GEOID03.
 RL1692
 RL1692;                    North         East     Units Scale Factor Converg.
 RL1692;SPC WI N     -    95,586.404   691,444.943   MT  0.99994863   +0 51 07.1
 RL1692;SPC WI N     -   313,603.06  2,268,515.62   sFT  0.99994863   +0 51 07.1
 RL1692;SPC MI N     -   139,127.689 7,859,173.808   MT  0.99991346   -1 18 53.0
 RL1692;SPC MI N     -   456,455.67 25,784,690.97   iFT  0.99991346   -1 18 53.0
 RL1692;UTM  16      - 5,097,941.831   359,206.409   MT  0.99984369   -1 18 32.8
 RL1692
 RL1692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1692!SPC WI N     -   0.99993015  x   0.99994863  =   0.99987878
 RL1692!SPC MI N     -   0.99993015  x   0.99991346  =   0.99984361
 RL1692!UTM  16      -   0.99993015  x   0.99984369  =   0.99977385
 RL1692
 RL1692                          SUPERSEDED SURVEY CONTROL
 RL1692
 RL1692  NAD 83(1991)-  46 01 14.06503(N)    088 49 08.27008(W) AD(       ) 1
 RL1692  ELLIP H (10/12/93)  445.56   (m)                       GP(       ) 3 2
 RL1692  NGVD 29 (10/12/93)  477.5    (m)         1567.     (f) GPS OBS        
 RL1692
 RL1692.Superseded values are not recommended for survey control.
 RL1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1692.See file dsdata.txt to determine how the superseded data were derived.
 RL1692
 RL1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR5920697942(NAD 83)
 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 = OCTOBER  7, 2006
 QL0351 ***********************************************************************
 QL0351  DESIGNATION -  41.2
 QL0351  PID         -  QL0351
 QL0351  STATE/COUNTY-  WI/MARINETTE
 QL0351  USGS QUAD   -  MARINETTE WEST (1975)
 QL0351
 QL0351                         *CURRENT SURVEY CONTROL
 QL0351  ___________________________________________________________________
 QL0351* NAD 83(1986)-  45 06 08.     (N)    087 37 39.     (W)     SCALED    
 QL0351* NAVD 88     -       181.021  (meters)     593.90   (feet)  ADJUSTED  
 QL0351  ___________________________________________________________________
 QL0351  GEOID HEIGHT-         -36.94  (meters)                     GEOID03
 QL0351  DYNAMIC HT  -         181.003 (meters)     593.84  (feet)  COMP
 QL0351  MODELED GRAV-     980,515.2   (mgal)                       NAVD 88
 QL0351
 QL0351  VERT ORDER  -  FIRST     CLASS 0
 QL0351
 QL0351.The horizontal coordinates were scaled from a topographic map and have
 QL0351.an estimated accuracy of +/- 6 seconds.
 QL0351
 QL0351.The orthometric height was determined by differential leveling
 QL0351.and adjusted by the National Geodetic Survey in June 1991..
 QL0351
 QL0351.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 QL0351
 QL0351.No superseded survey control is available for this station.
 QL0351
 QL0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ506944(NAD 83)
 QL0351_MARKER: Z = SEE DESCRIPTION
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0351
 QL0351  HISTORY     - Date     Condition        Report By
 QL0351  HISTORY     - 1971     MONUMENTED       WIDT
 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 = OCTOBER  7, 2006
 QN0430 ***********************************************************************
 QN0430  DESIGNATION -  42 SAN
 QN0430  PID         -  QN0430
 QN0430  STATE/COUNTY-  WI/RUSK
 QN0430  USGS QUAD   -  INGRAM (1971)
 QN0430
 QN0430                         *CURRENT SURVEY CONTROL
 QN0430  ___________________________________________________________________
 QN0430* NAD 83(1986)-  45 30 53.     (N)    090 45 36.     (W)     SCALED    
 QN0430* NAVD 88     -       415.328  (meters)    1362.62   (feet)  ADJUSTED  
 QN0430  ___________________________________________________________________
 QN0430  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 QN0430  DYNAMIC HT  -         415.311 (meters)    1362.57  (feet)  COMP
 QN0430  MODELED GRAV-     980,560.4   (mgal)                       NAVD 88
 QN0430
 QN0430  VERT ORDER  -  FIRST     CLASS II
 QN0430
 QN0430.The horizontal coordinates were scaled from a topographic map and have
 QN0430.an estimated accuracy of +/- 6 seconds.
 QN0430
 QN0430.The orthometric height was determined by differential leveling
 QN0430.and adjusted by the National Geodetic Survey in June 1991..
 QN0430
 QN0430.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 QN0430
 QN0430.No superseded survey control is available for this station.
 QN0430
 QN0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL749425(NAD 83)
 QN0430_MARKER: DB = BENCH MARK DISK
 QN0430_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QN0430_SP_SET: COPPER-CLAD STEEL ROD
 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 - December 04, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL1690 ***********************************************************************
 RL1690  DESIGNATION -  4211E18S GPS 0030
 RL1690  PID         -  RL1690
 RL1690  STATE/COUNTY-  WI/VILAS
 RL1690  USGS QUAD   -  LAND O' LAKES (1982)
 RL1690
 RL1690                         *CURRENT SURVEY CONTROL
 RL1690  ___________________________________________________________________
 RL1690* NAD 83(1997)-  46 07 35.05045(N)    089 10 20.23407(W)     ADJUSTED  
 RL1690* NAVD 88     -       515.0    (meters)    1690.     (feet)  VERTCON   
 RL1690  ___________________________________________________________________
 RL1690  X           -      63,973.818 (meters)                     COMP
 RL1690  Y           -  -4,428,075.764 (meters)                     COMP
 RL1690  Z           -   4,575,345.030 (meters)                     COMP
 RL1690  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 RL1690  ELLIP HEIGHT-         483.71  (meters)          (06/17/02) GPS OBS
 RL1690  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 RL1690
 RL1690  HORZ ORDER  -  FIRST
 RL1690  ELLP ORDER  -  THIRD     CLASS II
 RL1690
 RL1690.The horizontal coordinates were established by GPS observations
 RL1690.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RL1690
 RL1690.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1690
 RL1690.The ellipsoidal height was determined by GPS observations
 RL1690.and is referenced to NAD 83.
 RL1690
 RL1690.The geoid height was determined by GEOID03.
 RL1690
 RL1690;                    North         East     Units Scale Factor Converg.
 RL1690;SPC WI N     -   107,002.412   663,966.563   MT  0.99994561   +0 35 49.5
 RL1690;SPC WI N     -   351,057.08  2,178,363.63   sFT  0.99994561   +0 35 49.5
 RL1690;SPC MI N     -   151,574.066 7,832,147.734   MT  0.99990666   -1 34 12.4
 RL1690;SPC MI N     -   497,290.24 25,696,022.75   iFT  0.99990666   -1 34 12.4
 RL1690;UTM  16      - 5,110,385.748   332,179.736   MT  0.99994623   -1 33 58.7
 RL1690
 RL1690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1690!SPC WI N     -   0.99992418  x   0.99994561  =   0.99986979
 RL1690!SPC MI N     -   0.99992418  x   0.99990666  =   0.99983084
 RL1690!UTM  16      -   0.99992418  x   0.99994623  =   0.99987041
 RL1690
 RL1690                          SUPERSEDED SURVEY CONTROL
 RL1690
 RL1690  NAD 83(1991)-  46 07 35.05024(N)    089 10 20.23286(W) AD(       ) 1
 RL1690  ELLIP H (10/12/93)  483.65   (m)                       GP(       ) 3 2
 RL1690  NGVD 29 (10/12/93)  515.0    (m)         1690.     (f) GPS OBS        
 RL1690
 RL1690.Superseded values are not recommended for survey control.
 RL1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1690.See file dsdata.txt to determine how the superseded data were derived.
 RL1690
 RL1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS3218010386(NAD 83)
 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 = OCTOBER  7, 2006
 AF9943 ***********************************************************************
 AF9943  DESIGNATION -  426 DAIRYLAND GPS
 AF9943  PID         -  AF9943
 AF9943  STATE/COUNTY-  WI/DOUGLAS
 AF9943  USGS QUAD   -  DAIRYLAND (1983)
 AF9943
 AF9943                         *CURRENT SURVEY CONTROL
 AF9943  ___________________________________________________________________
 AF9943* NAD 83(1997)-  46 12 58.29799(N)    092 09 15.69661(W)     ADJUSTED  
 AF9943* NAVD 88     -       340.8    (meters)    1118.     (feet)  GPS OBS   
 AF9943  ___________________________________________________________________
 AF9943  X           -    -166,201.699 (meters)                     COMP
 AF9943  Y           -  -4,418,094.935 (meters)                     COMP
 AF9943  Z           -   4,582,134.978 (meters)                     COMP
 AF9943  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 AF9943  ELLIP HEIGHT-         314.38  (meters)          (12/26/02) GPS OBS
 AF9943  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AF9943
 AF9943  HORZ ORDER  -  FIRST
 AF9943  ELLP ORDER  -  THIRD     CLASS II
 AF9943
 AF9943.The horizontal coordinates were established by GPS observations
 AF9943.and adjusted by the National Geodetic Survey in December 2002..
 AF9943
 AF9943.The orthometric height was determined by GPS observations and a
 AF9943.high-resolution geoid model.
 AF9943
 AF9943.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9943
 AF9943.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9943
 AF9943.The ellipsoidal height was determined by GPS observations
 AF9943.and is referenced to NAD 83.
 AF9943
 AF9943.The geoid height was determined by GEOID03.
 AF9943
 AF9943;                    North         East     Units Scale Factor Converg.
 AF9943;SPC WI N     -   118,903.438   433,796.718   MT  0.99994570   -1 33 14.7
 AF9943;SPC WI N     -   390,102.36  1,423,214.73   sFT  0.99994570   -1 33 14.7
 AF9943;UTM  15      - 5,118,416.082   565,224.259   MT  0.99965229   +0 36 37.9
 AF9943
 AF9943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9943!SPC WI N     -   0.99995072  x   0.99994570  =   0.99989642
 AF9943!UTM  15      -   0.99995072  x   0.99965229  =   0.99960303
 AF9943
 AF9943                          SUPERSEDED SURVEY CONTROL
 AF9943
 AF9943  NAD 83(1991)-  46 12 58.29780(N)    092 09 15.69528(W) AD(       ) 1
 AF9943  ELLIP H (04/30/98)  314.39   (m)                       GP(       ) 3 2
 AF9943
 AF9943.Superseded values are not recommended for survey control.
 AF9943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9943.See file dsdata.txt to determine how the superseded data were derived.
 AF9943
 AF9943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6522418416(NAD 83)
 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 = OCTOBER  7, 2006
 OM0089 ***********************************************************************
 OM0089  DESIGNATION -  45
 OM0089  PID         -  OM0089
 OM0089  STATE/COUNTY-  WI/WAUKESHA
 OM0089  USGS QUAD   -  HARTLAND (1994)
 OM0089
 OM0089                         *CURRENT SURVEY CONTROL
 OM0089  ___________________________________________________________________
 OM0089* NAD 83(1986)-  43 05 00.     (N)    088 15 30.     (W)     SCALED    
 OM0089* NAVD 88     -       260.032  (meters)     853.12   (feet)  ADJUSTED  
 OM0089  ___________________________________________________________________
 OM0089  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 OM0089  DYNAMIC HT  -         259.964 (meters)     852.90  (feet)  COMP
 OM0089  MODELED GRAV-     980,349.2   (mgal)                       NAVD 88
 OM0089
 OM0089  VERT ORDER  -  SECOND    CLASS 0
 OM0089
 OM0089.The horizontal coordinates were scaled from a topographic map and have
 OM0089.an estimated accuracy of +/- 6 seconds.
 OM0089
 OM0089.The orthometric height was determined by differential leveling
 OM0089.and adjusted by the National Geodetic Survey in June 1991..
 OM0089
 OM0089.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0089.See file dsdata.txt to determine how the superseded data were derived.
 OM0089
 OM0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN975708(NAD 83)
 OM0089_MARKER: DB = BENCH MARK DISK
 OM0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0089_STAMPING: 45
 OM0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0089+STABILITY: SURFACE MOTION
 OM0089
 OM0089  HISTORY     - Date     Condition        Report By
 OM0089  HISTORY     - UNK      MONUMENTED       CGS
 OM0089  HISTORY     - 1934     GOOD             NGS
 OM0089
 OM0089                          STATION DESCRIPTION
 OM0089
 OM0089'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 OM0095 ***********************************************************************
 OM0095  DESIGNATION -  46
 OM0095  PID         -  OM0095
 OM0095  STATE/COUNTY-  WI/WAUKESHA
 OM0095  USGS QUAD   -  HARTLAND (1994)
 OM0095
 OM0095                         *CURRENT SURVEY CONTROL
 OM0095  ___________________________________________________________________
 OM0095* NAD 83(1986)-  43 05 27.     (N)    088 18 22.     (W)     SCALED    
 OM0095* NAVD 88     -       266.297  (meters)     873.68   (feet)  ADJUSTED  
 OM0095  ___________________________________________________________________
 OM0095  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 OM0095  DYNAMIC HT  -         266.227 (meters)     873.45  (feet)  COMP
 OM0095  MODELED GRAV-     980,350.5   (mgal)                       NAVD 88
 OM0095
 OM0095  VERT ORDER  -  SECOND    CLASS 0
 OM0095
 OM0095.The horizontal coordinates were scaled from a topographic map and have
 OM0095.an estimated accuracy of +/- 6 seconds.
 OM0095
 OM0095.The orthometric height was determined by differential leveling
 OM0095.and adjusted by the National Geodetic Survey in June 1991..
 OM0095
 OM0095.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0095.See file dsdata.txt to determine how the superseded data were derived.
 OM0095
 OM0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN936717(NAD 83)
 OM0095_MARKER: DB = BENCH MARK DISK
 OM0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0095_STAMPING: 46
 OM0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0095+STABILITY: SURFACE MOTION
 OM0095
 OM0095  HISTORY     - Date     Condition        Report By
 OM0095  HISTORY     - UNK      MONUMENTED       CGS
 OM0095  HISTORY     - 1934     GOOD             NGS
 OM0095  HISTORY     - 1939     MARK NOT FOUND   USGS
 OM0095
 OM0095                          STATION DESCRIPTION
 OM0095
 OM0095'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 AF9946 ***********************************************************************
 AF9946  DESIGNATION -  461 SUMMIT NE GPS
 AF9946  PID         -  AF9946
 AF9946  STATE/COUNTY-  WI/DOUGLAS
 AF9946  USGS QUAD   -  PATZAU (1981)
 AF9946
 AF9946                         *CURRENT SURVEY CONTROL
 AF9946  ___________________________________________________________________
 AF9946* NAD 83(1997)-  46 25 28.82017(N)    092 09 54.20366(W)     ADJUSTED  
 AF9946* NAVD 88     -       372.3    (meters)    1221.     (feet)  GPS OBS   
 AF9946  ___________________________________________________________________
 AF9946  X           -    -166,394.118 (meters)                     COMP
 AF9946  Y           -  -4,401,336.525 (meters)                     COMP
 AF9946  Z           -   4,598,162.623 (meters)                     COMP
 AF9946  LAPLACE CORR-           3.80  (seconds)                    DEFLEC99
 AF9946  ELLIP HEIGHT-         345.25  (meters)          (12/26/02) GPS OBS
 AF9946  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AF9946
 AF9946  HORZ ORDER  -  FIRST
 AF9946  ELLP ORDER  -  THIRD     CLASS II
 AF9946
 AF9946.The horizontal coordinates were established by GPS observations
 AF9946.and adjusted by the National Geodetic Survey in December 2002..
 AF9946
 AF9946.The orthometric height was determined by GPS observations and a
 AF9946.high-resolution geoid model.
 AF9946
 AF9946.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9946
 AF9946.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9946
 AF9946.The ellipsoidal height was determined by GPS observations
 AF9946.and is referenced to NAD 83.
 AF9946
 AF9946.The geoid height was determined by GEOID03.
 AF9946
 AF9946;                    North         East     Units Scale Factor Converg.
 AF9946;SPC WI N     -   142,090.048   433,603.304   MT  0.99995538   -1 33 42.5
 AF9946;SPC WI N     -   466,173.77  1,422,580.17   sFT  0.99995538   -1 33 42.5
 AF9946;UTM  15      - 5,141,571.919   564,155.097   MT  0.99965059   +0 36 17.7
 AF9946
 AF9946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9946!SPC WI N     -   0.99994588  x   0.99995538  =   0.99990126
 AF9946!UTM  15      -   0.99994588  x   0.99965059  =   0.99959649
 AF9946
 AF9946                          SUPERSEDED SURVEY CONTROL
 AF9946
 AF9946  NAD 83(1991)-  46 25 28.82019(N)    092 09 54.20308(W) AD(       ) 1
 AF9946
 AF9946.Superseded values are not recommended for survey control.
 AF9946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9946.See file dsdata.txt to determine how the superseded data were derived.
 AF9946
 AF9946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6415541572(NAD 83)
 AF9946_MARKER: DD = SURVEY DISK
 AF9946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9946_STAMPING: SUMMIT N.E. GPS 461 1996
 AF9946_MARK LOGO: WI-031
 AF9946_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9946_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF9946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9946+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AF9946
 AF9946  HISTORY     - Date     Condition        Report By
 AF9946  HISTORY     - 1996     MONUMENTED       WIDT
 AF9946
 AF9946                          STATION DESCRIPTION
 AF9946
 AF9946'DESCRIBED BY WI DEPT OF TRANSP 1996 (RAL)
 AF9946'BEGINNING IN SUPERIOR, WI WHERE STATE HIGHWY 35 AND STATE HIGHWAY 105
 AF9946'INTERSECT, GO SOUTH ON STATE HIGHWAY 35 FOR 18.12 MI (29.16 KM) TO
 AF9946'WHERE IT INTERSECTS WITH PIONEER RD.  THEN GO NORTH .5 MILES (0.8 KM)
 AF9946'ON STATE HIGHWAY 35 TO PRIVATE DRIVE (ADDRESS 9420 S.  HWY 35) THEN GO
 AF9946'SOUTH 139 FEET (42.4 M) FROM PRIVATE DRIVE AND 60.5 FEET (18.4 M) EAST
 AF9946'OF CL STATE HIGHWAY 35.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0097 ***********************************************************************
 OM0097  DESIGNATION -  48
 OM0097  PID         -  OM0097
 OM0097  STATE/COUNTY-  WI/WAUKESHA
 OM0097  USGS QUAD   -  HARTLAND (1994)
 OM0097
 OM0097                         *CURRENT SURVEY CONTROL
 OM0097  ___________________________________________________________________
 OM0097* NAD 83(1986)-  43 06 00.     (N)    088 20 34.     (W)     SCALED    
 OM0097* NAVD 88     -       281.784  (meters)     924.49   (feet)  ADJUSTED  
 OM0097  ___________________________________________________________________
 OM0097  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 OM0097  DYNAMIC HT  -         281.711 (meters)     924.25  (feet)  COMP
 OM0097  MODELED GRAV-     980,352.3   (mgal)                       NAVD 88
 OM0097
 OM0097  VERT ORDER  -  SECOND    CLASS 0
 OM0097
 OM0097.The horizontal coordinates were scaled from a topographic map and have
 OM0097.an estimated accuracy of +/- 6 seconds.
 OM0097
 OM0097.The orthometric height was determined by differential leveling
 OM0097.and adjusted by the National Geodetic Survey in June 1991..
 OM0097
 OM0097.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0097.See file dsdata.txt to determine how the superseded data were derived.
 OM0097
 OM0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN907727(NAD 83)
 OM0097_MARKER: DB = BENCH MARK DISK
 OM0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0097_STAMPING: 48
 OM0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0097+STABILITY: SURFACE MOTION
 OM0097
 OM0097  HISTORY     - Date     Condition        Report By
 OM0097  HISTORY     - UNK      MONUMENTED       CGS
 OM0097  HISTORY     - 1934     GOOD             NGS
 OM0097
 OM0097                          STATION DESCRIPTION
 OM0097
 OM0097'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 OM0099 ***********************************************************************
 OM0099  DESIGNATION -  49
 OM0099  PID         -  OM0099
 OM0099  STATE/COUNTY-  WI/WAUKESHA
 OM0099  USGS QUAD   -  HARTLAND (1994)
 OM0099
 OM0099                         *CURRENT SURVEY CONTROL
 OM0099  ___________________________________________________________________
 OM0099* NAD 83(1986)-  43 05 58.     (N)    088 21 25.     (W)     SCALED    
 OM0099* NAVD 88     -       285.564  (meters)     936.89   (feet)  ADJUSTED  
 OM0099  ___________________________________________________________________
 OM0099  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 OM0099  DYNAMIC HT  -         285.490 (meters)     936.65  (feet)  COMP
 OM0099  MODELED GRAV-     980,352.5   (mgal)                       NAVD 88
 OM0099
 OM0099  VERT ORDER  -  SECOND    CLASS 0
 OM0099
 OM0099.The horizontal coordinates were scaled from a topographic map and have
 OM0099.an estimated accuracy of +/- 6 seconds.
 OM0099
 OM0099.The orthometric height was determined by differential leveling
 OM0099.and adjusted by the National Geodetic Survey in June 1991..
 OM0099
 OM0099.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0099.See file dsdata.txt to determine how the superseded data were derived.
 OM0099
 OM0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN895727(NAD 83)
 OM0099_MARKER: DB = BENCH MARK DISK
 OM0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0099_STAMPING: 49
 OM0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0099+STABILITY: SURFACE MOTION
 OM0099
 OM0099  HISTORY     - Date     Condition        Report By
 OM0099  HISTORY     - UNK      MONUMENTED       CGS
 OM0099  HISTORY     - 1934     MARK NOT FOUND   NGS
 OM0099  HISTORY     - 1956     MARK NOT FOUND   NGS
 OM0099
 OM0099                          STATION DESCRIPTION
 OM0099
 OM0099'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1956
 OM0099'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RN1698 ***********************************************************************
 RN1698  DESIGNATION -  490 RESET
 RN1698  PID         -  RN1698
 RN1698  STATE/COUNTY-  WI/DOUGLAS
 RN1698  USGS QUAD   -  WEST DULUTH (1993)
 RN1698
 RN1698                         *CURRENT SURVEY CONTROL
 RN1698  ___________________________________________________________________
 RN1698* NAD 83(1991)-  46 41 29.16274(N)    092 10 33.54335(W)     ADJUSTED  
 RN1698* NAVD 88     -       193.7    (meters)     635.     (feet)  VERTCON   
 RN1698  ___________________________________________________________________
 RN1698  X           -    -166,411.336 (meters)                     COMP
 RN1698  Y           -  -4,379,665.277 (meters)                     COMP
 RN1698  Z           -   4,618,423.671 (meters)                     COMP
 RN1698  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 RN1698  ELLIP HEIGHT-         165.79  (meters)          (03/16/99) GPS OBS
 RN1698  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 RN1698
 RN1698  HORZ ORDER  -  SECOND
 RN1698  ELLP ORDER  -  FOURTH    CLASS I
 RN1698
 RN1698.The horizontal coordinates were established by GPS observations
 RN1698.and adjusted by the National Geodetic Survey in March 1999..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RN1698
 RN1698.The Laplace correction was computed from DEFLEC99 derived deflections.
 RN1698
 RN1698.The ellipsoidal height was determined by GPS observations
 RN1698.and is referenced to NAD 83.
 RN1698
 RN1698.The geoid height was determined by GEOID03.
 RN1698
 RN1698;                    North         East     Units Scale Factor Converg.
 RN1698;SPC WI N     -   171,754.802   433,575.938   MT  0.99998711   -1 34 10.9
 RN1698;SPC WI N     -   563,498.88  1,422,490.39   sFT  0.99998711   -1 34 10.9
 RN1698;SPC MN N     -   121,705.733   870,685.899   MT  1.00010010   +0 41 05.6
 RN1698;UTM  15      - 5,171,204.924   563,005.895   MT  0.99964879   +0 35 58.7
 RN1698
 RN1698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN1698!SPC WI N     -   0.99997401  x   0.99998711  =   0.99996112
 RN1698!SPC MN N     -   0.99997401  x   1.00010010  =   1.00007411
 RN1698!UTM  15      -   0.99997401  x   0.99964879  =   0.99962281
 RN1698
 RN1698                          SUPERSEDED SURVEY CONTROL
 RN1698
 RN1698  NAD 83(1991)-  46 41 29.16309(N)    092 10 33.54267(W) AD(       ) 2
 RN1698  ELLIP H (11/21/91)  165.72   (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)          635.     (f) GPS OBS        
 RN1698
 RN1698.Superseded values are not recommended for survey control.
 RN1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1698.See file dsdata.txt to determine how the superseded data were derived.
 RN1698
 RN1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6300671205(NAD 83)
 RN1698_MARKER: A = ALUMINUM MARKER
 RN1698_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 RN1698_SP_SET: DRIVEN INTO GROUND
 RN1698_STAMPING: 490 RESET
 RN1698_MARK LOGO: USE   
 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       USE
 RN1698
 RN1698                          STATION DESCRIPTION
 RN1698
 RN1698'DESCRIBED BY US 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 = OCTOBER  7, 2006
 DE7732 ***********************************************************************
 DE7732  DESIGNATION -  4J01
 DE7732  PID         -  DE7732
 DE7732  STATE/COUNTY-  WI/WAUPACA
 DE7732  USGS QUAD   -  WAUPACA (1992)
 DE7732
 DE7732                         *CURRENT SURVEY CONTROL
 DE7732  ___________________________________________________________________
 DE7732* NAD 83(1986)-  44 20 36.     (N)    089 04 12.     (W)     SCALED    
 DE7732* NAVD 88     -       251.627  (meters)     825.55   (feet)  ADJUSTED  
 DE7732  ___________________________________________________________________
 DE7732  GEOID HEIGHT-         -36.35  (meters)                     GEOID03
 DE7732  DYNAMIC HT  -         251.583 (meters)     825.40  (feet)  COMP
 DE7732  MODELED GRAV-     980,436.5   (mgal)                       NAVD 88
 DE7732
 DE7732  VERT ORDER  -  SECOND    CLASS I
 DE7732
 DE7732.The horizontal coordinates were scaled from a topographic map and have
 DE7732.an estimated accuracy of +/- 6 seconds.
 DE7732
 DE7732.The orthometric height was determined by differential leveling
 DE7732.and adjusted by the National Geodetic Survey in May 2003..
 DE7732.No vertical observational check was made to the station.
 DE7732
 DE7732.The geoid height was determined by GEOID03.
 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     -    57,100.      674,160.      MT  (+/- 180 meters Scaled)
 DE7732
 DE7732                          SUPERSEDED SURVEY CONTROL
 DE7732
 DE7732.No superseded survey control is available for this station.
 DE7732
 DE7732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ349120(NAD 83)
 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 = OCTOBER  7, 2006
 DE7415 ***********************************************************************
 DE7415  DESIGNATION -  4J02
 DE7415  PID         -  DE7415
 DE7415  STATE/COUNTY-  WI/WAUPACA
 DE7415  USGS QUAD   -  WAUPACA (1992)
 DE7415
 DE7415                         *CURRENT SURVEY CONTROL
 DE7415  ___________________________________________________________________
 DE7415* NAD 83(1986)-  44 20 07.     (N)    089 03 13.     (W)     SCALED    
 DE7415* NAVD 88     -       252.439  (meters)     828.21   (feet)  ADJUSTED  
 DE7415  ___________________________________________________________________
 DE7415  GEOID HEIGHT-         -36.35  (meters)                     GEOID03
 DE7415  DYNAMIC HT  -         252.394 (meters)     828.06  (feet)  COMP
 DE7415  MODELED GRAV-     980,436.7   (mgal)                       NAVD 88
 DE7415
 DE7415  VERT ORDER  -  SECOND    CLASS I
 DE7415
 DE7415.The horizontal coordinates were scaled from a topographic map and have
 DE7415.an estimated accuracy of +/- 6 seconds.
 DE7415
 DE7415.The orthometric height was determined by differential leveling
 DE7415.and adjusted by the National Geodetic Survey in May 2003..
 DE7415
 DE7415.The geoid height was determined by GEOID03.
 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     -    56,220.      675,480.      MT  (+/- 180 meters Scaled)
 DE7415
 DE7415                          SUPERSEDED SURVEY CONTROL
 DE7415
 DE7415.No superseded survey control is available for this station.
 DE7415
 DE7415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ362111(NAD 83)
 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 = OCTOBER  7, 2006
 DE7414 ***********************************************************************
 DE7414  DESIGNATION -  4J03
 DE7414  PID         -  DE7414
 DE7414  STATE/COUNTY-  WI/WAUPACA
 DE7414  USGS QUAD   -  WAUPACA (1992)
 DE7414
 DE7414                         *CURRENT SURVEY CONTROL
 DE7414  ___________________________________________________________________
 DE7414* NAD 83(1986)-  44 19 50.     (N)    089 01 58.     (W)     SCALED    
 DE7414* NAVD 88     -       256.539  (meters)     841.66   (feet)  ADJUSTED  
 DE7414  ___________________________________________________________________
 DE7414  GEOID HEIGHT-         -36.37  (meters)                     GEOID03
 DE7414  DYNAMIC HT  -         256.494 (meters)     841.51  (feet)  COMP
 DE7414  MODELED GRAV-     980,437.2   (mgal)                       NAVD 88
 DE7414
 DE7414  VERT ORDER  -  SECOND    CLASS I
 DE7414
 DE7414.The horizontal coordinates were scaled from a topographic map and have
 DE7414.an estimated accuracy of +/- 6 seconds.
 DE7414
 DE7414.The orthometric height was determined by differential leveling
 DE7414.and adjusted by the National Geodetic Survey in May 2003..
 DE7414
 DE7414.The geoid height was determined by GEOID03.
 DE7414
 DE7414.The dynamic height is computed by dividing the NAVD 88
 DE7414.geopotential number by the normal gravity value computed on the
 DE7414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7414.degrees latitude (g = 980.6199 gals.).
 DE7414
 DE7414.The modeled gravity was interpolated from observed gravity values.
 DE7414
 DE7414;                    North         East    Units  Estimated Accuracy
 DE7414;SPC WI C     -    55,710.      677,140.      MT  (+/- 180 meters Scaled)
 DE7414
 DE7414                          SUPERSEDED SURVEY CONTROL
 DE7414
 DE7414.No superseded survey control is available for this station.
 DE7414
 DE7414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ379105(NAD 83)
 DE7414_MARKER: DD = SURVEY DISK
 DE7414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7414_STAMPING: 4J03 2001
 DE7414_MARK LOGO: WIDT  
 DE7414_PROJECTION: FLUSH
 DE7414_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7414+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2003
 DE7414
 DE7414  HISTORY     - Date     Condition        Report By
 DE7414  HISTORY     - 2000     MONUMENTED       WIDT
 DE7414  HISTORY     - 20030611 GOOD             USPSQD
 DE7414  HISTORY     - 20040129 MARK NOT FOUND   WIDT
 DE7414
 DE7414                          STATION DESCRIPTION
 DE7414
 DE7414'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7414'THE STATION IS LOCATED ABOUT 50 KM WEST-NORTHWEST OF APPLETON, 8 KM
 DE7414'WEST OF WEYAUWEGA AND 5 KM SOUTHEAST OF WAUPACA. OWNERSHIP--WISCONSIN
 DE7414'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 DE7414'OF US HIGHWAY 10 WITH STATE HIGHWAY 22 AND STATE HIGHWAY 54 ABOUT 2
 DE7414'KM SOUTH OF THE CITY OF WAUPACA, GO EAST ON US HIGHWAY 10 FOR 2.9 KM
 DE7414'TO FERG LANE, CONTINUE EAST ON HIGHWAY 10 FOR 0.1 KM TO THE STATION
 DE7414'ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7414'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7414'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH  OF 2.4 M AND ABOUT 1 M
 DE7414'ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 23.8 M SOUTH OF THE
 DE7414'CENTERLINE OF THE EAST BOUND LANES OF US HIGHWAY 10, 35 M WEST OF THE
 DE7414'EXTENDED CENTERLINE OF THE EAST ENTRANCE TO A WAYSIDE, 29 M NORTH OF
 DE7414'A CULTIVATED FIELD, AND 1.0 M NORTH OF WHITE PLASTIC WITNESS POST.
 DE7414'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7414'THAN 15 DEGREES ABOVE THE HORIZON.
 DE7414
 DE7414                          STATION RECOVERY (2003)
 DE7414
 DE7414'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7414'RECOVERED IN GOOD CONDITION.
 DE7414
 DE7414                          STATION RECOVERY (2004)
 DE7414
 DE7414'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (GRS)
 DE7414'MONUMENT WAS IN THE AREA OF A PROPOSED FRONTAGE ROAD AND WOULD HAVE
 DE7414'PROJECTED 6 INCHES HIGHER THAN PAVEMENT SURFACE.  GRADING WAS
 DE7414'COMPLETED LAST YEAR AND NO EVIDENCE OF THE MONUMENT REMAINS.
 DE7414'CONSULTING ENGINEER ON JOB REPORTED CONTRACTOR REMOVED THE CONCRETE
 DE7414'POST FROM THE AREA BEFORE THE DISK COULD BE REMOVED.  THE STATION
 DE7414'SHOULD BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7413 ***********************************************************************
 DE7413  FBN         -  This is a Federal Base Network Control Station.
 DE7413  DESIGNATION -  4J04
 DE7413  PID         -  DE7413
 DE7413  STATE/COUNTY-  WI/WAUPACA
 DE7413  USGS QUAD   -  WEYAUWEGA (1982)
 DE7413
 DE7413                         *CURRENT SURVEY CONTROL
 DE7413  ___________________________________________________________________
 DE7413* NAD 83(1997)-  44 19 34.78227(N)    088 59 39.14005(W)     ADJUSTED  
 DE7413* NAVD 88     -       238.767  (meters)     783.35   (feet)  ADJUSTED  
 DE7413  ___________________________________________________________________
 DE7413  X           -      80,225.894 (meters)                     COMP
 DE7413  Y           -  -4,569,654.401 (meters)                     COMP
 DE7413  Z           -   4,434,244.486 (meters)                     COMP
 DE7413  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 DE7413  ELLIP HEIGHT-         202.36  (meters)          (02/27/04) GPS OBS
 DE7413  GEOID HEIGHT-         -36.39  (meters)                     GEOID03
 DE7413  DYNAMIC HT  -         238.725 (meters)     783.22  (feet)  COMP
 DE7413  MODELED GRAV-     980,438.3   (mgal)                       NAVD 88
 DE7413
 DE7413  HORZ ORDER  -  B
 DE7413  VERT ORDER  -  SECOND    CLASS I
 DE7413  ELLP ORDER  -  THIRD     CLASS II
 DE7413
 DE7413.The horizontal coordinates were established by GPS observations
 DE7413.and adjusted by the WI DEPT OF TRANSP in February 2004..
 DE7413
 DE7413.The orthometric height was determined by differential leveling
 DE7413.and adjusted by the National Geodetic Survey in May 2003..
 DE7413
 DE7413.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7413
 DE7413.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7413
 DE7413.The ellipsoidal height was determined by GPS observations
 DE7413.and is referenced to NAD 83.
 DE7413
 DE7413.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE7413;SPC WI C     -    55,277.559   680,224.334   MT  0.99998644   +0 42 34.8
 DE7413;SPC WI C     -   181,356.46  2,231,702.67   sFT  0.99998644   +0 42 34.8
 DE7413;UTM  16      - 4,910,052.371   340,994.459   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  =   0.99987921
 DE7413
 DE7413                          SUPERSEDED SURVEY CONTROL
 DE7413
 DE7413.No superseded survey control is available for this station.
 DE7413
 DE7413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ4099410052(NAD 83)
 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 - June 22, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7410 ***********************************************************************
 DE7410  DESIGNATION -  4J06
 DE7410  PID         -  DE7410
 DE7410  STATE/COUNTY-  WI/WAUPACA
 DE7410  USGS QUAD   -  WEYAUWEGA (1982)
 DE7410
 DE7410                         *CURRENT SURVEY CONTROL
 DE7410  ___________________________________________________________________
 DE7410* NAD 83(1986)-  44 16 39.     (N)    088 58 37.     (W)     SCALED    
 DE7410* NAVD 88     -       235.887  (meters)     773.91   (feet)  ADJUSTED  
 DE7410  ___________________________________________________________________
 DE7410  GEOID HEIGHT-         -36.41  (meters)                     GEOID03
 DE7410  DYNAMIC HT  -         235.844 (meters)     773.76  (feet)  COMP
 DE7410  MODELED GRAV-     980,434.2   (mgal)                       NAVD 88
 DE7410
 DE7410  VERT ORDER  -  SECOND    CLASS I
 DE7410
 DE7410.The horizontal coordinates were scaled from a topographic map and have
 DE7410.an estimated accuracy of +/- 6 seconds.
 DE7410
 DE7410.The orthometric height was determined by differential leveling
 DE7410.and adjusted by the National Geodetic Survey in May 2003..
 DE7410
 DE7410.The geoid height was determined by GEOID03.
 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     -    49,870.      681,670.      MT  (+/- 180 meters Scaled)
 DE7410
 DE7410                          SUPERSEDED SURVEY CONTROL
 DE7410
 DE7410.No superseded survey control is available for this station.
 DE7410
 DE7410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ422045(NAD 83)
 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 = OCTOBER  7, 2006
 DE7409 ***********************************************************************
 DE7409  DESIGNATION -  4J07
 DE7409  PID         -  DE7409
 DE7409  STATE/COUNTY-  WI/WAUPACA
 DE7409  USGS QUAD   -  WEYAUWEGA (1982)
 DE7409
 DE7409                         *CURRENT SURVEY CONTROL
 DE7409  ___________________________________________________________________
 DE7409* NAD 83(1986)-  44 16 32.     (N)    088 57 29.     (W)     SCALED    
 DE7409* NAVD 88     -       246.813  (meters)     809.75   (feet)  ADJUSTED  
 DE7409  ___________________________________________________________________
 DE7409  GEOID HEIGHT-         -36.42  (meters)                     GEOID03
 DE7409  DYNAMIC HT  -         246.769 (meters)     809.61  (feet)  COMP
 DE7409  MODELED GRAV-     980,434.2   (mgal)                       NAVD 88
 DE7409
 DE7409  VERT ORDER  -  SECOND    CLASS I
 DE7409
 DE7409.The horizontal coordinates were scaled from a topographic map and have
 DE7409.an estimated accuracy of +/- 6 seconds.
 DE7409
 DE7409.The orthometric height was determined by differential leveling
 DE7409.and adjusted by the National Geodetic Survey in May 2003..
 DE7409
 DE7409.The geoid height was determined by GEOID03.
 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     -    49,670.      683,180.      MT  (+/- 180 meters Scaled)
 DE7409
 DE7409                          SUPERSEDED SURVEY CONTROL
 DE7409
 DE7409.No superseded survey control is available for this station.
 DE7409
 DE7409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ437043(NAD 83)
 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 = OCTOBER  7, 2006
 DE7408 ***********************************************************************
 DE7408  DESIGNATION -  4J08
 DE7408  PID         -  DE7408
 DE7408  STATE/COUNTY-  WI/WAUPACA
 DE7408  USGS QUAD   -  WEYAUWEGA (1982)
 DE7408
 DE7408                         *CURRENT SURVEY CONTROL
 DE7408  ___________________________________________________________________
 DE7408* NAD 83(1986)-  44 16 12.     (N)    088 56 32.     (W)     SCALED    
 DE7408* NAVD 88     -       236.820  (meters)     776.97   (feet)  ADJUSTED  
 DE7408  ___________________________________________________________________
 DE7408  GEOID HEIGHT-         -36.43  (meters)                     GEOID03
 DE7408  DYNAMIC HT  -         236.777 (meters)     776.83  (feet)  COMP
 DE7408  MODELED GRAV-     980,433.6   (mgal)                       NAVD 88
 DE7408
 DE7408  VERT ORDER  -  SECOND    CLASS I
 DE7408
 DE7408.The horizontal coordinates were scaled from a topographic map and have
 DE7408.an estimated accuracy of +/- 6 seconds.
 DE7408
 DE7408.The orthometric height was determined by differential leveling
 DE7408.and adjusted by the National Geodetic Survey in May 2003..
 DE7408
 DE7408.The geoid height was determined by GEOID03.
 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     -    49,070.      684,450.      MT  (+/- 180 meters Scaled)
 DE7408
 DE7408                          SUPERSEDED SURVEY CONTROL
 DE7408
 DE7408.No superseded survey control is available for this station.
 DE7408
 DE7408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ449036(NAD 83)
 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 = OCTOBER  7, 2006
 DE7457 ***********************************************************************
 DE7457  DESIGNATION -  4J09
 DE7457  PID         -  DE7457
 DE7457  STATE/COUNTY-  WI/WAUPACA
 DE7457  USGS QUAD   -  WEYAUWEGA (1982)
 DE7457
 DE7457                         *CURRENT SURVEY CONTROL
 DE7457  ___________________________________________________________________
 DE7457* NAD 83(1986)-  44 15 34.     (N)    088 54 43.     (W)     SCALED    
 DE7457* NAVD 88     -       232.901  (meters)     764.11   (feet)  ADJUSTED  
 DE7457  ___________________________________________________________________
 DE7457  GEOID HEIGHT-         -36.45  (meters)                     GEOID03
 DE7457  DYNAMIC HT  -         232.859 (meters)     763.97  (feet)  COMP
 DE7457  MODELED GRAV-     980,432.1   (mgal)                       NAVD 88
 DE7457
 DE7457  VERT ORDER  -  SECOND    CLASS I
 DE7457
 DE7457.The horizontal coordinates were scaled from a topographic map and have
 DE7457.an estimated accuracy of +/- 6 seconds.
 DE7457
 DE7457.The orthometric height was determined by differential leveling
 DE7457.and adjusted by the National Geodetic Survey in May 2003..
 DE7457
 DE7457.The geoid height was determined by GEOID03.
 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     -    47,930.      686,890.      MT  (+/- 180 meters Scaled)
 DE7457
 DE7457                          SUPERSEDED SURVEY CONTROL
 DE7457
 DE7457.No superseded survey control is available for this station.
 DE7457
 DE7457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ473024(NAD 83)
 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 = OCTOBER  7, 2006
 DE7456 ***********************************************************************
 DE7456  DESIGNATION -  4J10
 DE7456  PID         -  DE7456
 DE7456  STATE/COUNTY-  WI/WAUPACA
 DE7456  USGS QUAD   -  WEYAUWEGA (1982)
 DE7456
 DE7456                         *CURRENT SURVEY CONTROL
 DE7456  ___________________________________________________________________
 DE7456* NAD 83(1986)-  44 15 31.     (N)    088 53 52.     (W)     SCALED    
 DE7456* NAVD 88     -       235.339  (meters)     772.11   (feet)  ADJUSTED  
 DE7456  ___________________________________________________________________
 DE7456  GEOID HEIGHT-         -36.46  (meters)                     GEOID03
 DE7456  DYNAMIC HT  -         235.297 (meters)     771.97  (feet)  COMP
 DE7456  MODELED GRAV-     980,431.8   (mgal)                       NAVD 88
 DE7456
 DE7456  VERT ORDER  -  SECOND    CLASS I
 DE7456
 DE7456.The horizontal coordinates were scaled from a topographic map and have
 DE7456.an estimated accuracy of +/- 6 seconds.
 DE7456
 DE7456.The orthometric height was determined by differential leveling
 DE7456.and adjusted by the National Geodetic Survey in May 2003..
 DE7456
 DE7456.The geoid height was determined by GEOID03.
 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     -    47,850.      688,020.      MT  (+/- 180 meters Scaled)
 DE7456
 DE7456                          SUPERSEDED SURVEY CONTROL
 DE7456
 DE7456.No superseded survey control is available for this station.
 DE7456
 DE7456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ485023(NAD 83)
 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 = OCTOBER  7, 2006
 DE7733 ***********************************************************************
 DE7733  DESIGNATION -  4J11
 DE7733  PID         -  DE7733
 DE7733  STATE/COUNTY-  WI/WAUPACA
 DE7733  USGS QUAD   -  WEYAUWEGA (1982)
 DE7733
 DE7733                         *CURRENT SURVEY CONTROL
 DE7733  ___________________________________________________________________
 DE7733* NAD 83(1986)-  44 15 28.     (N)    088 52 51.     (W)     SCALED    
 DE7733* NAVD 88     -       239.355  (meters)     785.28   (feet)  ADJUSTED  
 DE7733  ___________________________________________________________________
 DE7733  GEOID HEIGHT-         -36.47  (meters)                     GEOID03
 DE7733  DYNAMIC HT  -         239.312 (meters)     785.14  (feet)  COMP
 DE7733  MODELED GRAV-     980,431.4   (mgal)                       NAVD 88
 DE7733
 DE7733  VERT ORDER  -  SECOND    CLASS I
 DE7733
 DE7733.The horizontal coordinates were scaled from a topographic map and have
 DE7733.an estimated accuracy of +/- 6 seconds.
 DE7733
 DE7733.The orthometric height was determined by differential leveling
 DE7733.and adjusted by the National Geodetic Survey in May 2003..
 DE7733
 DE7733.The geoid height was determined by GEOID03.
 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     -    47,780.      689,370.      MT  (+/- 180 meters Scaled)
 DE7733
 DE7733                          SUPERSEDED SURVEY CONTROL
 DE7733
 DE7733.No superseded survey control is available for this station.
 DE7733
 DE7733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ498022(NAD 83)
 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 = OCTOBER  7, 2006
 DE7735 ***********************************************************************
 DE7735  DESIGNATION -  4J12
 DE7735  PID         -  DE7735
 DE7735  STATE/COUNTY-  WI/WAUPACA
 DE7735  USGS QUAD   -  READFIELD (1983)
 DE7735
 DE7735                         *CURRENT SURVEY CONTROL
 DE7735  ___________________________________________________________________
 DE7735* NAD 83(1986)-  44 15 15.     (N)    088 51 51.     (W)     SCALED    
 DE7735* NAVD 88     -       238.454  (meters)     782.33   (feet)  ADJUSTED  
 DE7735  ___________________________________________________________________
 DE7735  GEOID HEIGHT-         -36.47  (meters)                     GEOID03
 DE7735  DYNAMIC HT  -         238.411 (meters)     782.19  (feet)  COMP
 DE7735  MODELED GRAV-     980,430.7   (mgal)                       NAVD 88
 DE7735
 DE7735  VERT ORDER  -  SECOND    CLASS I
 DE7735
 DE7735.The horizontal coordinates were scaled from a topographic map and have
 DE7735.an estimated accuracy of +/- 6 seconds.
 DE7735
 DE7735.The orthometric height was determined by differential leveling
 DE7735.and adjusted by the National Geodetic Survey in May 2003..
 DE7735
 DE7735.The geoid height was determined by GEOID03.
 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     -    47,400.      690,710.      MT  (+/- 180 meters Scaled)
 DE7735
 DE7735                          SUPERSEDED SURVEY CONTROL
 DE7735
 DE7735.No superseded survey control is available for this station.
 DE7735
 DE7735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ511017(NAD 83)
 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 = OCTOBER  7, 2006
 DE7734 ***********************************************************************
 DE7734  DESIGNATION -  4J13
 DE7734  PID         -  DE7734
 DE7734  STATE/COUNTY-  WI/WAUPACA
 DE7734  USGS QUAD   -  LAKE POYGAN (1975)
 DE7734
 DE7734                         *CURRENT SURVEY CONTROL
 DE7734  ___________________________________________________________________
 DE7734* NAD 83(1986)-  44 14 38.     (N)    088 51 01.     (W)     SCALED    
 DE7734* NAVD 88     -       230.056  (meters)     754.78   (feet)  ADJUSTED  
 DE7734  ___________________________________________________________________
 DE7734  GEOID HEIGHT-         -36.48  (meters)                     GEOID03
 DE7734  DYNAMIC HT  -         230.014 (meters)     754.64  (feet)  COMP
 DE7734  MODELED GRAV-     980,429.3   (mgal)                       NAVD 88
 DE7734
 DE7734  VERT ORDER  -  SECOND    CLASS I
 DE7734
 DE7734.The horizontal coordinates were scaled from a topographic map and have
 DE7734.an estimated accuracy of +/- 6 seconds.
 DE7734
 DE7734.The orthometric height was determined by differential leveling
 DE7734.and adjusted by the National Geodetic Survey in May 2003..
 DE7734
 DE7734.The geoid height was determined by GEOID03.
 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     -    46,270.      691,830.      MT  (+/- 180 meters Scaled)
 DE7734
 DE7734                          SUPERSEDED SURVEY CONTROL
 DE7734
 DE7734.No superseded survey control is available for this station.
 DE7734
 DE7734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ522006(NAD 83)
 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 = OCTOBER  7, 2006
 DE7454 ***********************************************************************
 DE7454  DESIGNATION -  4J14
 DE7454  PID         -  DE7454
 DE7454  STATE/COUNTY-  WI/WINNEBAGO
 DE7454  USGS QUAD   -  LAKE POYGAN (1975)
 DE7454
 DE7454                         *CURRENT SURVEY CONTROL
 DE7454  ___________________________________________________________________
 DE7454* NAD 83(1986)-  44 13 38.     (N)    088 49 09.     (W)     SCALED    
 DE7454* NAVD 88     -       231.258  (meters)     758.72   (feet)  ADJUSTED  
 DE7454  ___________________________________________________________________
 DE7454  GEOID HEIGHT-         -36.48  (meters)                     GEOID03
 DE7454  DYNAMIC HT  -         231.214 (meters)     758.57  (feet)  COMP
 DE7454  MODELED GRAV-     980,426.9   (mgal)                       NAVD 88
 DE7454
 DE7454  VERT ORDER  -  SECOND    CLASS I
 DE7454
 DE7454.The horizontal coordinates were scaled from a topographic map and have
 DE7454.an estimated accuracy of +/- 6 seconds.
 DE7454
 DE7454.The orthometric height was determined by differential leveling
 DE7454.and adjusted by the National Geodetic Survey in May 2003..
 DE7454
 DE7454.The geoid height was determined by GEOID03.
 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     -   248,100.      694,350.      MT  (+/- 180 meters Scaled)
 DE7454
 DE7454                          SUPERSEDED SURVEY CONTROL
 DE7454
 DE7454.No superseded survey control is available for this station.
 DE7454
 DE7454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP547987(NAD 83)
 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 = OCTOBER  7, 2006
 DE7453 ***********************************************************************
 DE7453  DESIGNATION -  4J15
 DE7453  PID         -  DE7453
 DE7453  STATE/COUNTY-  WI/WINNEBAGO
 DE7453  USGS QUAD   -  LAKE POYGAN (1975)
 DE7453
 DE7453                         *CURRENT SURVEY CONTROL
 DE7453  ___________________________________________________________________
 DE7453* NAD 83(1986)-  44 13 03.     (N)    088 47 16.     (W)     SCALED    
 DE7453* NAVD 88     -       234.714  (meters)     770.06   (feet)  ADJUSTED  
 DE7453  ___________________________________________________________________
 DE7453  GEOID HEIGHT-         -36.47  (meters)                     GEOID03
 DE7453  DYNAMIC HT  -         234.670 (meters)     769.91  (feet)  COMP
 DE7453  MODELED GRAV-     980,426.4   (mgal)                       NAVD 88
 DE7453
 DE7453  VERT ORDER  -  SECOND    CLASS I
 DE7453
 DE7453.The horizontal coordinates were scaled from a topographic map and have
 DE7453.an estimated accuracy of +/- 6 seconds.
 DE7453
 DE7453.The orthometric height was determined by differential leveling
 DE7453.and adjusted by the National Geodetic Survey in May 2003..
 DE7453
 DE7453.The geoid height was determined by GEOID03.
 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     -   247,060.      696,870.      MT  (+/- 180 meters Scaled)
 DE7453
 DE7453                          SUPERSEDED SURVEY CONTROL
 DE7453
 DE7453.No superseded survey control is available for this station.
 DE7453
 DE7453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP571975(NAD 83)
 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 = OCTOBER  7, 2006
 DE7452 ***********************************************************************
 DE7452  DESIGNATION -  4J16
 DE7452  PID         -  DE7452
 DE7452  STATE/COUNTY-  WI/WINNEBAGO
 DE7452  USGS QUAD   -  LAKE POYGAN (1975)
 DE7452
 DE7452                         *CURRENT SURVEY CONTROL
 DE7452  ___________________________________________________________________
 DE7452* NAD 83(1986)-  44 12 10.     (N)    088 47 08.     (W)     SCALED    
 DE7452* NAVD 88     -       229.280  (meters)     752.23   (feet)  ADJUSTED  
 DE7452  ___________________________________________________________________
 DE7452  GEOID HEIGHT-         -36.47  (meters)                     GEOID03
 DE7452  DYNAMIC HT  -         229.237 (meters)     752.09  (feet)  COMP
 DE7452  MODELED GRAV-     980,425.1   (mgal)                       NAVD 88
 DE7452
 DE7452  VERT ORDER  -  SECOND    CLASS I
 DE7452
 DE7452.The horizontal coordinates were scaled from a topographic map and have
 DE7452.an estimated accuracy of +/- 6 seconds.
 DE7452
 DE7452.The orthometric height was determined by differential leveling
 DE7452.and adjusted by the National Geodetic Survey in May 2003..
 DE7452
 DE7452.The geoid height was determined by GEOID03.
 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     -   245,430.      697,070.      MT  (+/- 180 meters Scaled)
 DE7452
 DE7452                          SUPERSEDED SURVEY CONTROL
 DE7452
 DE7452.No superseded survey control is available for this station.
 DE7452
 DE7452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP573959(NAD 83)
 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 = OCTOBER  7, 2006
 DE7451 ***********************************************************************
 DE7451  DESIGNATION -  4J17
 DE7451  PID         -  DE7451
 DE7451  STATE/COUNTY-  WI/WINNEBAGO
 DE7451  USGS QUAD   -  LAKE POYGAN (1975)
 DE7451
 DE7451                         *CURRENT SURVEY CONTROL
 DE7451  ___________________________________________________________________
 DE7451* NAD 83(1986)-  44 11 44.     (N)    088 45 34.     (W)     SCALED    
 DE7451* NAVD 88     -       229.129  (meters)     751.73   (feet)  ADJUSTED  
 DE7451  ___________________________________________________________________
 DE7451  GEOID HEIGHT-         -36.46  (meters)                     GEOID03
 DE7451  DYNAMIC HT  -         229.085 (meters)     751.59  (feet)  COMP
 DE7451  MODELED GRAV-     980,425.3   (mgal)                       NAVD 88
 DE7451
 DE7451  VERT ORDER  -  SECOND    CLASS I
 DE7451
 DE7451.The horizontal coordinates were scaled from a topographic map and have
 DE7451.an estimated accuracy of +/- 6 seconds.
 DE7451
 DE7451.The orthometric height was determined by differential leveling
 DE7451.and adjusted by the National Geodetic Survey in May 2003..
 DE7451
 DE7451.The geoid height was determined by GEOID03.
 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     -   244,650.      699,170.      MT  (+/- 180 meters Scaled)
 DE7451
 DE7451                          SUPERSEDED SURVEY CONTROL
 DE7451
 DE7451.No superseded survey control is available for this station.
 DE7451
 DE7451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP594950(NAD 83)
 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 = OCTOBER  7, 2006
 DE7448 ***********************************************************************
 DE7448  DESIGNATION -  4J18
 DE7448  PID         -  DE7448
 DE7448  STATE/COUNTY-  WI/WINNEBAGO
 DE7448  USGS QUAD   -  LAKE POYGAN (1975)
 DE7448
 DE7448                         *CURRENT SURVEY CONTROL
 DE7448  ___________________________________________________________________
 DE7448* NAD 83(1986)-  44 10 14.     (N)    088 46 08.     (W)     SCALED    
 DE7448* NAVD 88     -       228.737  (meters)     750.45   (feet)  ADJUSTED  
 DE7448  ___________________________________________________________________
 DE7448  GEOID HEIGHT-         -36.45  (meters)                     GEOID03
 DE7448  DYNAMIC HT  -         228.694 (meters)     750.31  (feet)  COMP
 DE7448  MODELED GRAV-     980,422.8   (mgal)                       NAVD 88
 DE7448
 DE7448  VERT ORDER  -  SECOND    CLASS I
 DE7448
 DE7448.The horizontal coordinates were scaled from a topographic map and have
 DE7448.an estimated accuracy of +/- 6 seconds.
 DE7448
 DE7448.The orthometric height was determined by differential leveling
 DE7448.and adjusted by the National Geodetic Survey in May 2003..
 DE7448
 DE7448.The geoid height was determined by GEOID03.
 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     -   241,870.      698,460.      MT  (+/- 180 meters Scaled)
 DE7448
 DE7448                          SUPERSEDED SURVEY CONTROL
 DE7448
 DE7448.No superseded survey control is available for this station.
 DE7448
 DE7448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP585923(NAD 83)
 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 = OCTOBER  7, 2006
 DE7447 ***********************************************************************
 DE7447  DESIGNATION -  4J19
 DE7447  PID         -  DE7447
 DE7447  STATE/COUNTY-  WI/WINNEBAGO
 DE7447  USGS QUAD   -  LAKE POYGAN (1975)
 DE7447
 DE7447                         *CURRENT SURVEY CONTROL
 DE7447  ___________________________________________________________________
 DE7447* NAD 83(1986)-  44 10 11.     (N)    088 45 03.     (W)     SCALED    
 DE7447* NAVD 88     -       232.674  (meters)     763.36   (feet)  ADJUSTED  
 DE7447  ___________________________________________________________________
 DE7447  GEOID HEIGHT-         -36.45  (meters)                     GEOID03
 DE7447  DYNAMIC HT  -         232.630 (meters)     763.22  (feet)  COMP
 DE7447  MODELED GRAV-     980,423.2   (mgal)                       NAVD 88
 DE7447
 DE7447  VERT ORDER  -  SECOND    CLASS I
 DE7447
 DE7447.The horizontal coordinates were scaled from a topographic map and have
 DE7447.an estimated accuracy of +/- 6 seconds.
 DE7447
 DE7447.The orthometric height was determined by differential leveling
 DE7447.and adjusted by the National Geodetic Survey in May 2003..
 DE7447
 DE7447.The geoid height was determined by GEOID03.
 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     -   241,790.      699,900.      MT  (+/- 180 meters Scaled)
 DE7447
 DE7447                          SUPERSEDED SURVEY CONTROL
 DE7447
 DE7447.No superseded survey control is available for this station.
 DE7447
 DE7447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP600922(NAD 83)
 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 = OCTOBER  7, 2006
 DE7446 ***********************************************************************
 DE7446  DESIGNATION -  4J46
 DE7446  PID         -  DE7446
 DE7446  STATE/COUNTY-  WI/WINNEBAGO
 DE7446  USGS QUAD   -  OSHKOSH NW (1975)
 DE7446
 DE7446                         *CURRENT SURVEY CONTROL
 DE7446  ___________________________________________________________________
 DE7446* NAD 83(1986)-  44 11 11.     (N)    088 44 20.     (W)     SCALED    
 DE7446* NAVD 88     -       229.403  (meters)     752.63   (feet)  ADJUSTED  
 DE7446  ___________________________________________________________________
 DE7446  GEOID HEIGHT-         -36.45  (meters)                     GEOID03
 DE7446  DYNAMIC HT  -         229.360 (meters)     752.49  (feet)  COMP
 DE7446  MODELED GRAV-     980,425.1   (mgal)                       NAVD 88
 DE7446
 DE7446  VERT ORDER  -  SECOND    CLASS I
 DE7446
 DE7446.The horizontal coordinates were scaled from a topographic map and have
 DE7446.an estimated accuracy of +/- 6 seconds.
 DE7446
 DE7446.The orthometric height was determined by differential leveling
 DE7446.and adjusted by the National Geodetic Survey in May 2003..
 DE7446
 DE7446.The geoid height was determined by GEOID03.
 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     -   243,660.      700,830.      MT  (+/- 180 meters Scaled)
 DE7446
 DE7446                          SUPERSEDED SURVEY CONTROL
 DE7446
 DE7446.No superseded survey control is available for this station.
 DE7446
 DE7446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP610940(NAD 83)
 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 = OCTOBER  7, 2006
 DE7445 ***********************************************************************
 DE7445  DESIGNATION -  4J47
 DE7445  PID         -  DE7445
 DE7445  STATE/COUNTY-  WI/WINNEBAGO
 DE7445  USGS QUAD   -  OSHKOSH NW (1975)
 DE7445
 DE7445                         *CURRENT SURVEY CONTROL
 DE7445  ___________________________________________________________________
 DE7445* NAD 83(1986)-  44 11 23.     (N)    088 43 08.     (W)     SCALED    
 DE7445* NAVD 88     -       232.729  (meters)     763.55   (feet)  ADJUSTED  
 DE7445  ___________________________________________________________________
 DE7445  GEOID HEIGHT-         -36.45  (meters)                     GEOID03
 DE7445  DYNAMIC HT  -         232.685 (meters)     763.40  (feet)  COMP
 DE7445  MODELED GRAV-     980,426.1   (mgal)                       NAVD 88
 DE7445
 DE7445  VERT ORDER  -  SECOND    CLASS I
 DE7445
 DE7445.The horizontal coordinates were scaled from a topographic map and have
 DE7445.an estimated accuracy of +/- 6 seconds.
 DE7445
 DE7445.The orthometric height was determined by differential leveling
 DE7445.and adjusted by the National Geodetic Survey in May 2003..
 DE7445
 DE7445.The geoid height was determined by GEOID03.
 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     -   244,060.      702,420.      MT  (+/- 180 meters Scaled)
 DE7445
 DE7445                          SUPERSEDED SURVEY CONTROL
 DE7445
 DE7445.No superseded survey control is available for this station.
 DE7445
 DE7445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP626943(NAD 83)
 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 = OCTOBER  7, 2006
 DE7444 ***********************************************************************
 DE7444  DESIGNATION -  4J48
 DE7444  PID         -  DE7444
 DE7444  STATE/COUNTY-  WI/WINNEBAGO
 DE7444  USGS QUAD   -  OSHKOSH NW (1975)
 DE7444
 DE7444                         *CURRENT SURVEY CONTROL
 DE7444  ___________________________________________________________________
 DE7444* NAD 83(1986)-  44 11 55.     (N)    088 42 08.     (W)     SCALED    
 DE7444* NAVD 88     -       240.552  (meters)     789.21   (feet)  ADJUSTED  
 DE7444  ___________________________________________________________________
 DE7444  GEOID HEIGHT-         -36.44  (meters)                     GEOID03
 DE7444  DYNAMIC HT  -         240.507 (meters)     789.06  (feet)  COMP
 DE7444  MODELED GRAV-     980,427.5   (mgal)                       NAVD 88
 DE7444
 DE7444  VERT ORDER  -  SECOND    CLASS I
 DE7444
 DE7444.The horizontal coordinates were scaled from a topographic map and have
 DE7444.an estimated accuracy of +/- 6 seconds.
 DE7444
 DE7444.The orthometric height was determined by differential leveling
 DE7444.and adjusted by the National Geodetic Survey in May 2003..
 DE7444
 DE7444.The geoid height was determined by GEOID03.
 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     -   245,060.      703,740.      MT  (+/- 180 meters Scaled)
 DE7444
 DE7444                          SUPERSEDED SURVEY CONTROL
 DE7444
 DE7444.No superseded survey control is available for this station.
 DE7444
 DE7444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP639953(NAD 83)
 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 = OCTOBER  7, 2006
 DE7443 ***********************************************************************
 DE7443  DESIGNATION -  4J49
 DE7443  PID         -  DE7443
 DE7443  STATE/COUNTY-  WI/WINNEBAGO
 DE7443  USGS QUAD   -  OSHKOSH NW (1975)
 DE7443
 DE7443                         *CURRENT SURVEY CONTROL
 DE7443  ___________________________________________________________________
 DE7443* NAD 83(1986)-  44 12 00.     (N)    088 40 30.     (W)     SCALED    
 DE7443* NAVD 88     -       233.614  (meters)     766.45   (feet)  ADJUSTED  
 DE7443  ___________________________________________________________________
 DE7443  GEOID HEIGHT-         -36.43  (meters)                     GEOID03
 DE7443  DYNAMIC HT  -         233.571 (meters)     766.31  (feet)  COMP
 DE7443  MODELED GRAV-     980,428.5   (mgal)                       NAVD 88
 DE7443
 DE7443  VERT ORDER  -  SECOND    CLASS I
 DE7443
 DE7443.The horizontal coordinates were scaled from a topographic map and have
 DE7443.an estimated accuracy of +/- 6 seconds.
 DE7443
 DE7443.The orthometric height was determined by differential leveling
 DE7443.and adjusted by the National Geodetic Survey in May 2003..
 DE7443
 DE7443.The geoid height was determined by GEOID03.
 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     -   245,250.      705,910.      MT  (+/- 180 meters Scaled)
 DE7443
 DE7443                          SUPERSEDED SURVEY CONTROL
 DE7443
 DE7443.No superseded survey control is available for this station.
 DE7443
 DE7443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP661954(NAD 83)
 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 = OCTOBER  7, 2006
 DE7441 ***********************************************************************
 DE7441  DESIGNATION -  4J50
 DE7441  PID         -  DE7441
 DE7441  STATE/COUNTY-  WI/WINNEBAGO
 DE7441  USGS QUAD   -  OSHKOSH NE (1992)
 DE7441
 DE7441                         *CURRENT SURVEY CONTROL
 DE7441  ___________________________________________________________________
 DE7441* NAD 83(1986)-  44 11 56.     (N)    088 36 56.     (W)     SCALED    
 DE7441* NAVD 88     -       231.348  (meters)     759.01   (feet)  ADJUSTED  
 DE7441  ___________________________________________________________________
 DE7441  GEOID HEIGHT-         -36.39  (meters)                     GEOID03
 DE7441  DYNAMIC HT  -         231.306 (meters)     758.88  (feet)  COMP
 DE7441  MODELED GRAV-     980,430.3   (mgal)                       NAVD 88
 DE7441
 DE7441  VERT ORDER  -  SECOND    CLASS I
 DE7441
 DE7441.The horizontal coordinates were scaled from a topographic map and have
 DE7441.an estimated accuracy of +/- 6 seconds.
 DE7441
 DE7441.The orthometric height was determined by differential leveling
 DE7441.and adjusted by the National Geodetic Survey in May 2003..
 DE7441
 DE7441.The geoid height was determined by GEOID03.
 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     -   245,210.      710,670.      MT  (+/- 180 meters Scaled)
 DE7441
 DE7441                          SUPERSEDED SURVEY CONTROL
 DE7441
 DE7441.No superseded survey control is available for this station.
 DE7441
 DE7441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP709952(NAD 83)
 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 = OCTOBER  7, 2006
 DE7440 ***********************************************************************
 DE7440  DESIGNATION -  4J51
 DE7440  PID         -  DE7440
 DE7440  STATE/COUNTY-  WI/WINNEBAGO
 DE7440  USGS QUAD   -  OSHKOSH NE (1992)
 DE7440
 DE7440                         *CURRENT SURVEY CONTROL
 DE7440  ___________________________________________________________________
 DE7440* NAD 83(1986)-  44 11 57.     (N)    088 35 04.     (W)     SCALED    
 DE7440* NAVD 88     -       254.778  (meters)     835.88   (feet)  ADJUSTED  
 DE7440  ___________________________________________________________________
 DE7440  GEOID HEIGHT-         -36.37  (meters)                     GEOID03
 DE7440  DYNAMIC HT  -         254.732 (meters)     835.73  (feet)  COMP
 DE7440  MODELED GRAV-     980,432.8   (mgal)                       NAVD 88
 DE7440
 DE7440  VERT ORDER  -  SECOND    CLASS I
 DE7440
 DE7440.The horizontal coordinates were scaled from a topographic map and have
 DE7440.an estimated accuracy of +/- 6 seconds.
 DE7440
 DE7440.The orthometric height was determined by differential leveling
 DE7440.and adjusted by the National Geodetic Survey in May 2003..
 DE7440
 DE7440.The geoid height was determined by GEOID03.
 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     -   245,280.      713,150.      MT  (+/- 180 meters Scaled)
 DE7440
 DE7440                          SUPERSEDED SURVEY CONTROL
 DE7440
 DE7440.No superseded survey control is available for this station.
 DE7440
 DE7440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP733952(NAD 83)
 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 = OCTOBER  7, 2006
 DE7439 ***********************************************************************
 DE7439  DESIGNATION -  4J52
 DE7439  PID         -  DE7439
 DE7439  STATE/COUNTY-  WI/WINNEBAGO
 DE7439  USGS QUAD   -  OSHKOSH NE (1992)
 DE7439
 DE7439                         *CURRENT SURVEY CONTROL
 DE7439  ___________________________________________________________________
 DE7439* NAD 83(1986)-  44 11 59.     (N)    088 33 28.     (W)     SCALED    
 DE7439* NAVD 88     -       263.689  (meters)     865.12   (feet)  ADJUSTED  
 DE7439  ___________________________________________________________________
 DE7439  GEOID HEIGHT-         -36.35  (meters)                     GEOID03
 DE7439  DYNAMIC HT  -         263.643 (meters)     864.97  (feet)  COMP
 DE7439  MODELED GRAV-     980,434.6   (mgal)                       NAVD 88
 DE7439
 DE7439  VERT ORDER  -  SECOND    CLASS I
 DE7439
 DE7439.The horizontal coordinates were scaled from a topographic map and have
 DE7439.an estimated accuracy of +/- 6 seconds.
 DE7439
 DE7439.The orthometric height was determined by differential leveling
 DE7439.and adjusted by the National Geodetic Survey in May 2003..
 DE7439
 DE7439.The geoid height was determined by GEOID03.
 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     -   245,380.      715,280.      MT  (+/- 180 meters Scaled)
 DE7439
 DE7439                          SUPERSEDED SURVEY CONTROL
 DE7439
 DE7439.No superseded survey control is available for this station.
 DE7439
 DE7439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP755952(NAD 83)
 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 = OCTOBER  7, 2006
 DE7567 ***********************************************************************
 DE7567  DESIGNATION -  4J53
 DE7567  PID         -  DE7567
 DE7567  STATE/COUNTY-  WI/WINNEBAGO
 DE7567  USGS QUAD   -  OSHKOSH NE (1992)
 DE7567
 DE7567                         *CURRENT SURVEY CONTROL
 DE7567  ___________________________________________________________________
 DE7567* NAD 83(1986)-  44 11 59.     (N)    088 31 19.     (W)     SCALED    
 DE7567* NAVD 88     -       252.367  (meters)     827.97   (feet)  ADJUSTED  
 DE7567  ___________________________________________________________________
 DE7567  GEOID HEIGHT-         -36.33  (meters)                     GEOID03
 DE7567  DYNAMIC HT  -         252.322 (meters)     827.83  (feet)  COMP
 DE7567  MODELED GRAV-     980,436.6   (mgal)                       NAVD 88
 DE7567
 DE7567  VERT ORDER  -  SECOND    CLASS I
 DE7567
 DE7567.The horizontal coordinates were scaled from a topographic map and have
 DE7567.an estimated accuracy of +/- 6 seconds.
 DE7567
 DE7567.The orthometric height was determined by differential leveling
 DE7567.and adjusted by the National Geodetic Survey in May 2003..
 DE7567
 DE7567.The geoid height was determined by GEOID03.
 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     -   245,430.      718,150.      MT  (+/- 180 meters Scaled)
 DE7567
 DE7567                          SUPERSEDED SURVEY CONTROL
 DE7567
 DE7567.No superseded survey control is available for this station.
 DE7567
 DE7567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP783951(NAD 83)
 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 - July 11, 2005
 DE7567
 DE7567  HISTORY     - Date     Condition        Report By
 DE7567  HISTORY     - 2000     MONUMENTED       WIDT
 DE7567  HISTORY     - 20031214 GOOD             USPSQD
 DE7567  HISTORY     - 20050711 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7416 ***********************************************************************
 DE7416  DESIGNATION -  4J90
 DE7416  PID         -  DE7416
 DE7416  STATE/COUNTY-  WI/WAUPACA
 DE7416  USGS QUAD   -  WAUPACA (1992)
 DE7416
 DE7416                         *CURRENT SURVEY CONTROL
 DE7416  ___________________________________________________________________
 DE7416* NAD 83(1986)-  44 21 05.     (N)    089 02 19.     (W)     SCALED    
 DE7416* NAVD 88     -       252.820  (meters)     829.46   (feet)  ADJUSTED  
 DE7416  ___________________________________________________________________
 DE7416  GEOID HEIGHT-         -36.36  (meters)                     GEOID03
 DE7416  DYNAMIC HT  -         252.776 (meters)     829.32  (feet)  COMP
 DE7416  MODELED GRAV-     980,438.5   (mgal)                       NAVD 88
 DE7416
 DE7416  VERT ORDER  -  SECOND    CLASS I
 DE7416
 DE7416.The horizontal coordinates were scaled from a topographic map and have
 DE7416.an estimated accuracy of +/- 6 seconds.
 DE7416
 DE7416.The orthometric height was determined by differential leveling
 DE7416.and adjusted by the National Geodetic Survey in May 2003..
 DE7416.No vertical observational check was made to the station.
 DE7416
 DE7416.The geoid height was determined by GEOID03.
 DE7416
 DE7416.The dynamic height is computed by dividing the NAVD 88
 DE7416.geopotential number by the normal gravity value computed on the
 DE7416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7416.degrees latitude (g = 980.6199 gals.).
 DE7416
 DE7416.The modeled gravity was interpolated from observed gravity values.
 DE7416
 DE7416;                    North         East    Units  Estimated Accuracy
 DE7416;SPC WI C     -    58,020.      676,650.      MT  (+/- 180 meters Scaled)
 DE7416
 DE7416                          SUPERSEDED SURVEY CONTROL
 DE7416
 DE7416.No superseded survey control is available for this station.
 DE7416
 DE7416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ375129(NAD 83)
 DE7416_MARKER: DD = SURVEY DISK
 DE7416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7416_STAMPING: 4J90 2001
 DE7416_MARK LOGO: WIDT  
 DE7416_PROJECTION: FLUSH
 DE7416_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7416+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 DE7416
 DE7416  HISTORY     - Date     Condition        Report By
 DE7416  HISTORY     - 2000     MONUMENTED       WIDT
 DE7416  HISTORY     - 20030611 GOOD             USPSQD
 DE7416  HISTORY     - 20050622 GOOD             WIDT
 DE7416
 DE7416                          STATION DESCRIPTION
 DE7416
 DE7416'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7416'THE STATION IS LOCATED ABOUT 51 KM WEST OF APPLETON, 9 KM
 DE7416'WEST-NORTHWEST OF WEYAUWEGA AND 4 KM EAST-SOUTHEAST OF WAUPACA.
 DE7416'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION. TO REACH THE
 DE7416'STATION FROM THE POST OFFICE AT THE INTERSECTION OF STATE HIGHWAY 54
 DE7416'(BADGER STREET) AND MAIN STREET IN THE CITY OF WAUPACA, GO EAST ON
 DE7416'STATE HIGHWAY 54 (BADGER STREET) FOR 3.6 KM TO WENDT DRIVE ON THE
 DE7416'LEFT, CONTINUE EAST ON STATE HIGHWAY 22 AND STATE HIGHWAY 54 FOR 0.2
 DE7416'KM TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DE7416'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DE7416'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DE7416'AND ABOUT 0.5 M BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 14.6 M
 DE7416'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 22 AND STATE HIGHWAY 54,
 DE7416'38.1 M WEST-SOUTHWEST OF A WOOD POST FOR A --NO PASSING ZONE-- SIGN,
 DE7416'26.0 M SOUTH OF A WOOD POST FOR A --NO PASSING ZONE-- SIGN, 80 M WEST
 DE7416'OF A FIELD ENTRANCE, AND 1.0 M NORTH OF A WHITE PLASTIC WITNESS POST.
 DE7416'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7416'THAN 15 DEGREES ABOVE THE HORIZON.
 DE7416
 DE7416                          STATION RECOVERY (2003)
 DE7416
 DE7416'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7416'RECOVERED IN GOOD CONDITION.
 DE7416
 DE7416                          STATION RECOVERY (2005)
 DE7416
 DE7416'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7416'RECOVERED IN GOOD CONDITION.  ADD--  THE STATION IS 1.0 M NORTH, 1.0 M
 DE7416'SOUTHEAST, AND 1.0 M SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7417 ***********************************************************************
 DE7417  DESIGNATION -  4J91
 DE7417  PID         -  DE7417
 DE7417  STATE/COUNTY-  WI/WAUPACA
 DE7417  USGS QUAD   -  WEYAUWEGA (1982)
 DE7417
 DE7417                         *CURRENT SURVEY CONTROL
 DE7417  ___________________________________________________________________
 DE7417* NAD 83(1986)-  44 21 54.     (N)    088 59 25.     (W)     SCALED    
 DE7417* NAVD 88     -       259.628  (meters)     851.80   (feet)  ADJUSTED  
 DE7417  ___________________________________________________________________
 DE7417  GEOID HEIGHT-         -36.38  (meters)                     GEOID03
 DE7417  DYNAMIC HT  -         259.583 (meters)     851.65  (feet)  COMP
 DE7417  MODELED GRAV-     980,441.3   (mgal)                       NAVD 88
 DE7417
 DE7417  VERT ORDER  -  SECOND    CLASS I
 DE7417
 DE7417.The horizontal coordinates were scaled from a topographic map and have
 DE7417.an estimated accuracy of +/- 6 seconds.
 DE7417
 DE7417.The orthometric height was determined by differential leveling
 DE7417.and adjusted by the National Geodetic Survey in May 2003..
 DE7417
 DE7417.The geoid height was determined by GEOID03.
 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     -    59,580.      680,480.      MT  (+/- 180 meters Scaled)
 DE7417
 DE7417                          SUPERSEDED SURVEY CONTROL
 DE7417
 DE7417.No superseded survey control is available for this station.
 DE7417
 DE7417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ414143(NAD 83)
 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 - June 22, 2005
 DE7417
 DE7417  HISTORY     - Date     Condition        Report By
 DE7417  HISTORY     - 2000     MONUMENTED       WIDT
 DE7417  HISTORY     - 20030611 GOOD             USPSQD
 DE7417  HISTORY     - 20050622 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7418 ***********************************************************************
 DE7418  DESIGNATION -  4J92
 DE7418  PID         -  DE7418
 DE7418  STATE/COUNTY-  WI/WAUPACA
 DE7418  USGS QUAD   -  WEYAUWEGA (1982)
 DE7418
 DE7418                         *CURRENT SURVEY CONTROL
 DE7418  ___________________________________________________________________
 DE7418* NAD 83(1986)-  44 22 19.     (N)    088 57 53.     (W)     SCALED    
 DE7418* NAVD 88     -       261.425  (meters)     857.69   (feet)  ADJUSTED  
 DE7418  ___________________________________________________________________
 DE7418  GEOID HEIGHT-         -36.38  (meters)                     GEOID03
 DE7418  DYNAMIC HT  -         261.380 (meters)     857.54  (feet)  COMP
 DE7418  MODELED GRAV-     980,442.4   (mgal)                       NAVD 88
 DE7418
 DE7418  VERT ORDER  -  SECOND    CLASS I
 DE7418
 DE7418.The horizontal coordinates were scaled from a topographic map and have
 DE7418.an estimated accuracy of +/- 6 seconds.
 DE7418
 DE7418.The orthometric height was determined by differential leveling
 DE7418.and adjusted by the National Geodetic Survey in May 2003..
 DE7418
 DE7418.The geoid height was determined by GEOID03.
 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     -    60,380.      682,510.      MT  (+/- 180 meters Scaled)
 DE7418
 DE7418                          SUPERSEDED SURVEY CONTROL
 DE7418
 DE7418.No superseded survey control is available for this station.
 DE7418
 DE7418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ434150(NAD 83)
 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 - June 22, 2005
 DE7418
 DE7418  HISTORY     - Date     Condition        Report By
 DE7418  HISTORY     - 2000     MONUMENTED       WIDT
 DE7418  HISTORY     - 20030611 GOOD             USPSQD
 DE7418  HISTORY     - 20050622 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7419 ***********************************************************************
 DE7419  DESIGNATION -  4J93
 DE7419  PID         -  DE7419
 DE7419  STATE/COUNTY-  WI/WAUPACA
 DE7419  USGS QUAD   -  MANAWA (1982)
 DE7419
 DE7419                         *CURRENT SURVEY CONTROL
 DE7419  ___________________________________________________________________
 DE7419* NAD 83(1986)-  44 23 14.     (N)    088 56 59.     (W)     SCALED    
 DE7419* NAVD 88     -       247.126  (meters)     810.78   (feet)  ADJUSTED  
 DE7419  ___________________________________________________________________
 DE7419  GEOID HEIGHT-         -36.38  (meters)                     GEOID03
 DE7419  DYNAMIC HT  -         247.085 (meters)     810.64  (feet)  COMP
 DE7419  MODELED GRAV-     980,443.5   (mgal)                       NAVD 88
 DE7419
 DE7419  VERT ORDER  -  SECOND    CLASS I
 DE7419
 DE7419.The horizontal coordinates were scaled from a topographic map and have
 DE7419.an estimated accuracy of +/- 6 seconds.
 DE7419
 DE7419.The orthometric height was determined by differential leveling
 DE7419.and adjusted by the National Geodetic Survey in May 2003..
 DE7419
 DE7419.The geoid height was determined by GEOID03.
 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     -    62,090.      683,690.      MT  (+/- 180 meters Scaled)
 DE7419
 DE7419                          SUPERSEDED SURVEY CONTROL
 DE7419
 DE7419.No superseded survey control is available for this station.
 DE7419
 DE7419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ447167(NAD 83)
 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 - July 11, 2005
 DE7419
 DE7419  HISTORY     - Date     Condition        Report By
 DE7419  HISTORY     - 2000     MONUMENTED       WIDT
 DE7419  HISTORY     - 20030611 GOOD             USPSQD
 DE7419  HISTORY     - 20050711 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7421 ***********************************************************************
 DE7421  DESIGNATION -  4J94
 DE7421  PID         -  DE7421
 DE7421  STATE/COUNTY-  WI/WAUPACA
 DE7421  USGS QUAD   -  NEW LONDON (1992)
 DE7421
 DE7421                         *CURRENT SURVEY CONTROL
 DE7421  ___________________________________________________________________
 DE7421* NAD 83(1986)-  44 24 15.     (N)    088 44 53.     (W)     SCALED    
 DE7421* NAVD 88     -       232.180  (meters)     761.74   (feet)  ADJUSTED  
 DE7421  ___________________________________________________________________
 DE7421  GEOID HEIGHT-         -36.38  (meters)                     GEOID03
 DE7421  DYNAMIC HT  -         232.142 (meters)     761.62  (feet)  COMP
 DE7421  MODELED GRAV-     980,449.6   (mgal)                       NAVD 88
 DE7421
 DE7421  VERT ORDER  -  SECOND    CLASS I
 DE7421
 DE7421.The horizontal coordinates were scaled from a topographic map and have
 DE7421.an estimated accuracy of +/- 6 seconds.
 DE7421
 DE7421.The orthometric height was determined by differential leveling
 DE7421.and adjusted by the National Geodetic Survey in May 2003..
 DE7421
 DE7421.The geoid height was determined by GEOID03.
 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     -    64,200.      699,720.      MT  (+/- 180 meters Scaled)
 DE7421
 DE7421                          SUPERSEDED SURVEY CONTROL
 DE7421
 DE7421.No superseded survey control is available for this station.
 DE7421
 DE7421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ608182(NAD 83)
 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 - June 22, 2005
 DE7421
 DE7421  HISTORY     - Date     Condition        Report By
 DE7421  HISTORY     - 2000     MONUMENTED       WIDT
 DE7421  HISTORY     - 20030611 GOOD             USPSQD
 DE7421  HISTORY     - 20050622 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7422 ***********************************************************************
 DE7422  DESIGNATION -  4J95
 DE7422  PID         -  DE7422
 DE7422  STATE/COUNTY-  WI/OUTAGAMIE
 DE7422  USGS QUAD   -  NEW LONDON (1992)
 DE7422
 DE7422                         *CURRENT SURVEY CONTROL
 DE7422  ___________________________________________________________________
 DE7422* NAD 83(1986)-  44 24 15.     (N)    088 43 16.     (W)     SCALED    
 DE7422* NAVD 88     -       236.521  (meters)     775.99   (feet)  ADJUSTED  
 DE7422  ___________________________________________________________________
 DE7422  GEOID HEIGHT-         -36.38  (meters)                     GEOID03
 DE7422  DYNAMIC HT  -         236.482 (meters)     775.86  (feet)  COMP
 DE7422  MODELED GRAV-     980,451.2   (mgal)                       NAVD 88
 DE7422
 DE7422  VERT ORDER  -  SECOND    CLASS I
 DE7422
 DE7422.The horizontal coordinates were scaled from a topographic map and have
 DE7422.an estimated accuracy of +/- 6 seconds.
 DE7422
 DE7422.The orthometric height was determined by differential leveling
 DE7422.and adjusted by the National Geodetic Survey in May 2003..
 DE7422
 DE7422.The geoid height was determined by GEOID03.
 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     -    64,230.      701,870.      MT  (+/- 180 meters Scaled)
 DE7422
 DE7422                          SUPERSEDED SURVEY CONTROL
 DE7422
 DE7422.No superseded survey control is available for this station.
 DE7422
 DE7422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ629182(NAD 83)
 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 - July 18, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7425 ***********************************************************************
 DE7425  DESIGNATION -  4J96
 DE7425  PID         -  DE7425
 DE7425  STATE/COUNTY-  WI/OUTAGAMIE
 DE7425  USGS QUAD   -  SHIOCTON (1992)
 DE7425
 DE7425                         *CURRENT SURVEY CONTROL
 DE7425  ___________________________________________________________________
 DE7425* NAD 83(1986)-  44 28 02.     (N)    088 31 34.     (W)     SCALED    
 DE7425* NAVD 88     -       233.591  (meters)     766.37   (feet)  ADJUSTED  
 DE7425  ___________________________________________________________________
 DE7425  GEOID HEIGHT-         -36.28  (meters)                     GEOID03
 DE7425  DYNAMIC HT  -         233.556 (meters)     766.26  (feet)  COMP
 DE7425  MODELED GRAV-     980,465.6   (mgal)                       NAVD 88
 DE7425
 DE7425  VERT ORDER  -  SECOND    CLASS I
 DE7425
 DE7425.The horizontal coordinates were scaled from a topographic map and have
 DE7425.an estimated accuracy of +/- 6 seconds.
 DE7425
 DE7425.The orthometric height was determined by differential leveling
 DE7425.and adjusted by the National Geodetic Survey in May 2003..
 DE7425
 DE7425.The geoid height was determined by GEOID03.
 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     -    71,500.      717,270.      MT  (+/- 180 meters Scaled)
 DE7425
 DE7425                          SUPERSEDED SURVEY CONTROL
 DE7425
 DE7425.No superseded survey control is available for this station.
 DE7425
 DE7425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ786249(NAD 83)
 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 - July 18, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7569 ***********************************************************************
 DE7569  DESIGNATION -  4K01
 DE7569  PID         -  DE7569
 DE7569  STATE/COUNTY-  WI/WINNEBAGO
 DE7569  USGS QUAD   -  NEENAH (1992)
 DE7569
 DE7569                         *CURRENT SURVEY CONTROL
 DE7569  ___________________________________________________________________
 DE7569* NAD 83(1986)-  44 11 22.     (N)    088 29 11.     (W)     SCALED    
 DE7569* NAVD 88     -       231.707  (meters)     760.19   (feet)  ADJUSTED  
 DE7569  ___________________________________________________________________
 DE7569  GEOID HEIGHT-         -36.31  (meters)                     GEOID03
 DE7569  DYNAMIC HT  -         231.666 (meters)     760.06  (feet)  COMP
 DE7569  MODELED GRAV-     980,437.2   (mgal)                       NAVD 88
 DE7569
 DE7569  VERT ORDER  -  SECOND    CLASS I
 DE7569
 DE7569.The horizontal coordinates were scaled from a topographic map and have
 DE7569.an estimated accuracy of +/- 6 seconds.
 DE7569
 DE7569.The orthometric height was determined by differential leveling
 DE7569.and adjusted by the National Geodetic Survey in May 2003..
 DE7569
 DE7569.The geoid height was determined by GEOID03.
 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     -   244,340.      721,010.      MT  (+/- 180 meters Scaled)
 DE7569
 DE7569                          SUPERSEDED SURVEY CONTROL
 DE7569
 DE7569.No superseded survey control is available for this station.
 DE7569
 DE7569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP812939(NAD 83)
 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 = OCTOBER  7, 2006
 DE7577 ***********************************************************************
 DE7577  DESIGNATION -  4K04
 DE7577  PID         -  DE7577
 DE7577  STATE/COUNTY-  WI/CALUMET
 DE7577  USGS QUAD   -  NEENAH (1992)
 DE7577
 DE7577                         *CURRENT SURVEY CONTROL
 DE7577  ___________________________________________________________________
 DE7577* NAD 83(1986)-  44 12 41.     (N)    088 23 07.     (W)     SCALED    
 DE7577* NAVD 88     -       229.215  (meters)     752.02   (feet)  ADJUSTED  
 DE7577  ___________________________________________________________________
 DE7577  GEOID HEIGHT-         -36.25  (meters)                     GEOID03
 DE7577  DYNAMIC HT  -         229.176 (meters)     751.89  (feet)  COMP
 DE7577  MODELED GRAV-     980,440.4   (mgal)                       NAVD 88
 DE7577
 DE7577  VERT ORDER  -  SECOND    CLASS I
 DE7577
 DE7577.The horizontal coordinates were scaled from a topographic map and have
 DE7577.an estimated accuracy of +/- 6 seconds.
 DE7577
 DE7577.The orthometric height was determined by differential leveling
 DE7577.and adjusted by the National Geodetic Survey in May 2003..
 DE7577
 DE7577.The geoid height was determined by GEOID03.
 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     -   246,930.      729,050.      MT  (+/- 180 meters Scaled)
 DE7577
 DE7577                          SUPERSEDED SURVEY CONTROL
 DE7577
 DE7577.No superseded survey control is available for this station.
 DE7577
 DE7577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP893962(NAD 83)
 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 = OCTOBER  7, 2006
 DE7787 ***********************************************************************
 DE7787  DESIGNATION -  4K05
 DE7787  PID         -  DE7787
 DE7787  STATE/COUNTY-  WI/CALUMET
 DE7787  USGS QUAD   -  SHERWOOD (1992)
 DE7787
 DE7787                         *CURRENT SURVEY CONTROL
 DE7787  ___________________________________________________________________
 DE7787* NAD 83(1986)-  44 12 31.     (N)    088 21 47.     (W)     SCALED    
 DE7787* NAVD 88     -       237.875  (meters)     780.43   (feet)  ADJUSTED  
 DE7787  ___________________________________________________________________
 DE7787  GEOID HEIGHT-         -36.23  (meters)                     GEOID03
 DE7787  DYNAMIC HT  -         237.834 (meters)     780.29  (feet)  COMP
 DE7787  MODELED GRAV-     980,440.2   (mgal)                       NAVD 88
 DE7787
 DE7787  VERT ORDER  -  SECOND    CLASS I
 DE7787
 DE7787.The horizontal coordinates were scaled from a topographic map and have
 DE7787.an estimated accuracy of +/- 6 seconds.
 DE7787
 DE7787.The orthometric height was determined by differential leveling
 DE7787.and adjusted by the National Geodetic Survey in May 2003..
 DE7787
 DE7787.The geoid height was determined by GEOID03.
 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     -   246,650.      730,830.      MT  (+/- 180 meters Scaled)
 DE7787
 DE7787                          SUPERSEDED SURVEY CONTROL
 DE7787
 DE7787.No superseded survey control is available for this station.
 DE7787
 DE7787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP911959(NAD 83)
 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 = OCTOBER  7, 2006
 DE7576 ***********************************************************************
 DE7576  DESIGNATION -  4K06
 DE7576  PID         -  DE7576
 DE7576  STATE/COUNTY-  WI/CALUMET
 DE7576  USGS QUAD   -  SHERWOOD (1992)
 DE7576
 DE7576                         *CURRENT SURVEY CONTROL
 DE7576  ___________________________________________________________________
 DE7576* NAD 83(1986)-  44 12 27.     (N)    088 20 36.     (W)     SCALED    
 DE7576* NAVD 88     -       242.843  (meters)     796.73   (feet)  ADJUSTED  
 DE7576  ___________________________________________________________________
 DE7576  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 DE7576  DYNAMIC HT  -         242.801 (meters)     796.59  (feet)  COMP
 DE7576  MODELED GRAV-     980,440.5   (mgal)                       NAVD 88
 DE7576
 DE7576  VERT ORDER  -  SECOND    CLASS I
 DE7576
 DE7576.The horizontal coordinates were scaled from a topographic map and have
 DE7576.an estimated accuracy of +/- 6 seconds.
 DE7576
 DE7576.The orthometric height was determined by differential leveling
 DE7576.and adjusted by the National Geodetic Survey in May 2003..
 DE7576
 DE7576.The geoid height was determined by GEOID03.
 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     -   246,560.      732,410.      MT  (+/- 180 meters Scaled)
 DE7576
 DE7576                          SUPERSEDED SURVEY CONTROL
 DE7576
 DE7576.No superseded survey control is available for this station.
 DE7576
 DE7576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP926957(NAD 83)
 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 23, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7728 ***********************************************************************
 DE7728  DESIGNATION -  4K07
 DE7728  PID         -  DE7728
 DE7728  STATE/COUNTY-  WI/CALUMET
 DE7728  USGS QUAD   -  SHERWOOD (1992)
 DE7728
 DE7728                         *CURRENT SURVEY CONTROL
 DE7728  ___________________________________________________________________
 DE7728* NAD 83(1986)-  44 12 47.     (N)    088 19 24.     (W)     SCALED    
 DE7728* NAVD 88     -       243.232  (meters)     798.00   (feet)  ADJUSTED  
 DE7728  ___________________________________________________________________
 DE7728  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 DE7728  DYNAMIC HT  -         243.191 (meters)     797.87  (feet)  COMP
 DE7728  MODELED GRAV-     980,442.2   (mgal)                       NAVD 88
 DE7728
 DE7728  VERT ORDER  -  SECOND    CLASS I
 DE7728
 DE7728.The horizontal coordinates were scaled from a topographic map and have
 DE7728.an estimated accuracy of +/- 6 seconds.
 DE7728
 DE7728.The orthometric height was determined by differential leveling
 DE7728.and adjusted by the National Geodetic Survey in May 2003..
 DE7728
 DE7728.The geoid height was determined by GEOID03.
 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     -   247,210.      733,990.      MT  (+/- 180 meters Scaled)
 DE7728
 DE7728                          SUPERSEDED SURVEY CONTROL
 DE7728
 DE7728.No superseded survey control is available for this station.
 DE7728
 DE7728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP942963(NAD 83)
 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 = OCTOBER  7, 2006
 DE7639 ***********************************************************************
 DE7639  DESIGNATION -  4K08
 DE7639  PID         -  DE7639
 DE7639  STATE/COUNTY-  WI/CALUMET
 DE7639  USGS QUAD   -  SHERWOOD (1992)
 DE7639
 DE7639                         *CURRENT SURVEY CONTROL
 DE7639  ___________________________________________________________________
 DE7639* NAD 83(1986)-  44 11 53.     (N)    088 18 12.     (W)     SCALED    
 DE7639* NAVD 88     -       242.746  (meters)     796.41   (feet)  ADJUSTED  
 DE7639  ___________________________________________________________________
 DE7639  GEOID HEIGHT-         -36.18  (meters)                     GEOID03
 DE7639  DYNAMIC HT  -         242.704 (meters)     796.27  (feet)  COMP
 DE7639  MODELED GRAV-     980,440.5   (mgal)                       NAVD 88
 DE7639
 DE7639  VERT ORDER  -  SECOND    CLASS I
 DE7639
 DE7639.The horizontal coordinates were scaled from a topographic map and have
 DE7639.an estimated accuracy of +/- 6 seconds.
 DE7639
 DE7639.The orthometric height was determined by differential leveling
 DE7639.and adjusted by the National Geodetic Survey in May 2003..
 DE7639
 DE7639.The geoid height was determined by GEOID03.
 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     -   245,570.      735,620.      MT  (+/- 180 meters Scaled)
 DE7639
 DE7639                          SUPERSEDED SURVEY CONTROL
 DE7639
 DE7639.No superseded survey control is available for this station.
 DE7639
 DE7639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP958946(NAD 83)
 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 = OCTOBER  7, 2006
 DE7640 ***********************************************************************
 DE7640  DESIGNATION -  4K09
 DE7640  PID         -  DE7640
 DE7640  STATE/COUNTY-  WI/CALUMET
 DE7640  USGS QUAD   -  SHERWOOD (1992)
 DE7640
 DE7640                         *CURRENT SURVEY CONTROL
 DE7640  ___________________________________________________________________
 DE7640* NAD 83(1986)-  44 11 06.     (N)    088 16 32.     (W)     SCALED    
 DE7640* NAVD 88     -       243.311  (meters)     798.26   (feet)  ADJUSTED  
 DE7640  ___________________________________________________________________
 DE7640  GEOID HEIGHT-         -36.15  (meters)                     GEOID03
 DE7640  DYNAMIC HT  -         243.269 (meters)     798.12  (feet)  COMP
 DE7640  MODELED GRAV-     980,440.8   (mgal)                       NAVD 88
 DE7640
 DE7640  VERT ORDER  -  SECOND    CLASS I
 DE7640
 DE7640.The horizontal coordinates were scaled from a topographic map and have
 DE7640.an estimated accuracy of +/- 6 seconds.
 DE7640
 DE7640.The orthometric height was determined by differential leveling
 DE7640.and adjusted by the National Geodetic Survey in May 2003..
 DE7640
 DE7640.The geoid height was determined by GEOID03.
 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     -   244,170.      737,870.      MT  (+/- 180 meters Scaled)
 DE7640
 DE7640                          SUPERSEDED SURVEY CONTROL
 DE7640
 DE7640.No superseded survey control is available for this station.
 DE7640
 DE7640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP980932(NAD 83)
 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 - August 22, 2005
 DE7640
 DE7640  HISTORY     - Date     Condition        Report By
 DE7640  HISTORY     - 2000     MONUMENTED       WIDT
 DE7640  HISTORY     - 20030630 GOOD             USPSQD
 DE7640  HISTORY     - 20050822 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7641 ***********************************************************************
 DE7641  DESIGNATION -  4K10
 DE7641  PID         -  DE7641
 DE7641  STATE/COUNTY-  WI/CALUMET
 DE7641  USGS QUAD   -  HILBERT (1992)
 DE7641
 DE7641                         *CURRENT SURVEY CONTROL
 DE7641  ___________________________________________________________________
 DE7641* NAD 83(1986)-  44 10 10.     (N)    088 13 28.     (W)     SCALED    
 DE7641* NAVD 88     -       257.035  (meters)     843.29   (feet)  ADJUSTED  
 DE7641  ___________________________________________________________________
 DE7641  GEOID HEIGHT-         -36.09  (meters)                     GEOID03
 DE7641  DYNAMIC HT  -         256.991 (meters)     843.14  (feet)  COMP
 DE7641  MODELED GRAV-     980,441.2   (mgal)                       NAVD 88
 DE7641
 DE7641  VERT ORDER  -  SECOND    CLASS I
 DE7641
 DE7641.The horizontal coordinates were scaled from a topographic map and have
 DE7641.an estimated accuracy of +/- 6 seconds.
 DE7641
 DE7641.The orthometric height was determined by differential leveling
 DE7641.and adjusted by the National Geodetic Survey in May 2003..
 DE7641
 DE7641.The geoid height was determined by GEOID03.
 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     -   242,530.      742,000.      MT  (+/- 180 meters Scaled)
 DE7641
 DE7641                          SUPERSEDED SURVEY CONTROL
 DE7641
 DE7641.No superseded survey control is available for this station.
 DE7641
 DE7641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP021914(NAD 83)
 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 = OCTOBER  7, 2006
 DE7755 ***********************************************************************
 DE7755  DESIGNATION -  4K11
 DE7755  PID         -  DE7755
 DE7755  STATE/COUNTY-  WI/CALUMET
 DE7755  USGS QUAD   -  CHILTON (1992)
 DE7755
 DE7755                         *CURRENT SURVEY CONTROL
 DE7755  ___________________________________________________________________
 DE7755* NAD 83(1986)-  44 07 14.     (N)    088 08 09.     (W)     SCALED    
 DE7755* NAVD 88     -       260.631  (meters)     855.09   (feet)  ADJUSTED  
 DE7755  ___________________________________________________________________
 DE7755  GEOID HEIGHT-         -36.03  (meters)                     GEOID03
 DE7755  DYNAMIC HT  -         260.585 (meters)     854.94  (feet)  COMP
 DE7755  MODELED GRAV-     980,435.9   (mgal)                       NAVD 88
 DE7755
 DE7755  VERT ORDER  -  SECOND    CLASS I
 DE7755
 DE7755.The horizontal coordinates were scaled from a topographic map and have
 DE7755.an estimated accuracy of +/- 6 seconds.
 DE7755
 DE7755.The orthometric height was determined by differential leveling
 DE7755.and adjusted by the National Geodetic Survey in May 2003..
 DE7755
 DE7755.The geoid height was determined by GEOID03.
 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     -   237,250.      749,200.      MT  (+/- 180 meters Scaled)
 DE7755
 DE7755                          SUPERSEDED SURVEY CONTROL
 DE7755
 DE7755.No superseded survey control is available for this station.
 DE7755
 DE7755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP091858(NAD 83)
 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 - August 22, 2005
 DE7755
 DE7755  HISTORY     - Date     Condition        Report By
 DE7755  HISTORY     - 2000     MONUMENTED       WIDT
 DE7755  HISTORY     - 20030630 GOOD             USPSQD
 DE7755  HISTORY     - 20050822 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7643 ***********************************************************************
 DE7643  DESIGNATION -  4K12
 DE7643  PID         -  DE7643
 DE7643  STATE/COUNTY-  WI/CALUMET
 DE7643  USGS QUAD   -  POTTER (1993)
 DE7643
 DE7643                         *CURRENT SURVEY CONTROL
 DE7643  ___________________________________________________________________
 DE7643* NAD 83(1986)-  44 07 18.     (N)    088 06 49.     (W)     SCALED    
 DE7643* NAVD 88     -       264.091  (meters)     866.44   (feet)  ADJUSTED  
 DE7643  ___________________________________________________________________
 DE7643  GEOID HEIGHT-         -36.02  (meters)                     GEOID03
 DE7643  DYNAMIC HT  -         264.045 (meters)     866.29  (feet)  COMP
 DE7643  MODELED GRAV-     980,437.2   (mgal)                       NAVD 88
 DE7643
 DE7643  VERT ORDER  -  SECOND    CLASS I
 DE7643
 DE7643.The horizontal coordinates were scaled from a topographic map and have
 DE7643.an estimated accuracy of +/- 6 seconds.
 DE7643
 DE7643.The orthometric height was determined by differential leveling
 DE7643.and adjusted by the National Geodetic Survey in May 2003..
 DE7643
 DE7643.The geoid height was determined by GEOID03.
 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.      750,980.      MT  (+/- 180 meters Scaled)
 DE7643
 DE7643                          SUPERSEDED SURVEY CONTROL
 DE7643
 DE7643.No superseded survey control is available for this station.
 DE7643
 DE7643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP109859(NAD 83)
 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 - August 22, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7644 ***********************************************************************
 DE7644  DESIGNATION -  4K13
 DE7644  PID         -  DE7644
 DE7644  STATE/COUNTY-  WI/CALUMET
 DE7644  USGS QUAD   -  POTTER (1993)
 DE7644
 DE7644                         *CURRENT SURVEY CONTROL
 DE7644  ___________________________________________________________________
 DE7644* NAD 83(1986)-  44 07 19.     (N)    088 05 13.     (W)     SCALED    
 DE7644* NAVD 88     -       245.150  (meters)     804.30   (feet)  ADJUSTED  
 DE7644  ___________________________________________________________________
 DE7644  GEOID HEIGHT-         -36.01  (meters)                     GEOID03
 DE7644  DYNAMIC HT  -         245.107 (meters)     804.16  (feet)  COMP
 DE7644  MODELED GRAV-     980,438.4   (mgal)                       NAVD 88
 DE7644
 DE7644  VERT ORDER  -  SECOND    CLASS I
 DE7644
 DE7644.The horizontal coordinates were scaled from a topographic map and have
 DE7644.an estimated accuracy of +/- 6 seconds.
 DE7644
 DE7644.The orthometric height was determined by differential leveling
 DE7644.and adjusted by the National Geodetic Survey in May 2003..
 DE7644
 DE7644.The geoid height was determined by GEOID03.
 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     -   237,490.      753,110.      MT  (+/- 180 meters Scaled)
 DE7644
 DE7644                          SUPERSEDED SURVEY CONTROL
 DE7644
 DE7644.No superseded survey control is available for this station.
 DE7644
 DE7644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP130859(NAD 83)
 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 - August 22, 2005
 DE7644
 DE7644  HISTORY     - Date     Condition        Report By
 DE7644  HISTORY     - 2001     MONUMENTED       WIDT
 DE7644  HISTORY     - 20030630 GOOD             USPSQD
 DE7644  HISTORY     - 20050822 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7723 ***********************************************************************
 DE7723  DESIGNATION -  4K14
 DE7723  PID         -  DE7723
 DE7723  STATE/COUNTY-  WI/CALUMET
 DE7723  USGS QUAD   -  POTTER (1993)
 DE7723
 DE7723                         *CURRENT SURVEY CONTROL
 DE7723  ___________________________________________________________________
 DE7723* NAD 83(1986)-  44 07 27.     (N)    088 03 58.     (W)     SCALED    
 DE7723* NAVD 88     -       257.951  (meters)     846.29   (feet)  ADJUSTED  
 DE7723  ___________________________________________________________________
 DE7723  GEOID HEIGHT-         -36.01  (meters)                     GEOID03
 DE7723  DYNAMIC HT  -         257.907 (meters)     846.15  (feet)  COMP
 DE7723  MODELED GRAV-     980,439.4   (mgal)                       NAVD 88
 DE7723
 DE7723  VERT ORDER  -  SECOND    CLASS I
 DE7723
 DE7723.The horizontal coordinates were scaled from a topographic map and have
 DE7723.an estimated accuracy of +/- 6 seconds.
 DE7723
 DE7723.The orthometric height was determined by differential leveling
 DE7723.and adjusted by the National Geodetic Survey in May 2003..
 DE7723
 DE7723.The geoid height was determined by GEOID03.
 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     -   237,780.      754,770.      MT  (+/- 180 meters Scaled)
 DE7723
 DE7723                          SUPERSEDED SURVEY CONTROL
 DE7723
 DE7723.No superseded survey control is available for this station.
 DE7723
 DE7723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP147862(NAD 83)
 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 - August 24, 2005
 DE7723
 DE7723  HISTORY     - Date     Condition        Report By
 DE7723  HISTORY     - 2001     MONUMENTED       WIDT
 DE7723  HISTORY     - 20030630 GOOD             USPSQD
 DE7723  HISTORY     - 20050824 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7645 ***********************************************************************
 DE7645  DESIGNATION -  4K15
 DE7645  PID         -  DE7645
 DE7645  STATE/COUNTY-  WI/CALUMET
 DE7645  USGS QUAD   -  POTTER (1993)
 DE7645
 DE7645                         *CURRENT SURVEY CONTROL
 DE7645  ___________________________________________________________________
 DE7645* NAD 83(1986)-  44 07 13.     (N)    088 02 37.     (W)     SCALED    
 DE7645* NAVD 88     -       255.447  (meters)     838.08   (feet)  ADJUSTED  
 DE7645  ___________________________________________________________________
 DE7645  GEOID HEIGHT-         -36.01  (meters)                     GEOID03
 DE7645  DYNAMIC HT  -         255.403 (meters)     837.93  (feet)  COMP
 DE7645  MODELED GRAV-     980,438.8   (mgal)                       NAVD 88
 DE7645
 DE7645  VERT ORDER  -  SECOND    CLASS I
 DE7645
 DE7645.The horizontal coordinates were scaled from a topographic map and have
 DE7645.an estimated accuracy of +/- 6 seconds.
 DE7645
 DE7645.The orthometric height was determined by differential leveling
 DE7645.and adjusted by the National Geodetic Survey in May 2003..
 DE7645
 DE7645.The geoid height was determined by GEOID03.
 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     -   237,390.      756,590.      MT  (+/- 180 meters Scaled)
 DE7645
 DE7645                          SUPERSEDED SURVEY CONTROL
 DE7645
 DE7645.No superseded survey control is available for this station.
 DE7645
 DE7645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP164857(NAD 83)
 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 - August 22, 2005
 DE7645
 DE7645  HISTORY     - Date     Condition        Report By
 DE7645  HISTORY     - 2001     MONUMENTED       WIDT
 DE7645  HISTORY     - 20030619 GOOD             USPSQD
 DE7645  HISTORY     - 20050822 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7671 ***********************************************************************
 DE7671  DESIGNATION -  4K16
 DE7671  PID         -  DE7671
 DE7671  STATE/COUNTY-  WI/CALUMET
 DE7671  USGS QUAD   -  BRILLION (1992)
 DE7671
 DE7671                         *CURRENT SURVEY CONTROL
 DE7671  ___________________________________________________________________
 DE7671* NAD 83(1986)-  44 08 20.     (N)    088 02 38.     (W)     SCALED    
 DE7671* NAVD 88     -       261.744  (meters)     858.74   (feet)  ADJUSTED  
 DE7671  ___________________________________________________________________
 DE7671  GEOID HEIGHT-         -36.01  (meters)                     GEOID03
 DE7671  DYNAMIC HT  -         261.700 (meters)     858.59  (feet)  COMP
 DE7671  MODELED GRAV-     980,442.0   (mgal)                       NAVD 88
 DE7671
 DE7671  VERT ORDER  -  SECOND    CLASS I
 DE7671
 DE7671.The horizontal coordinates were scaled from a topographic map and have
 DE7671.an estimated accuracy of +/- 6 seconds.
 DE7671
 DE7671.The orthometric height was determined by differential leveling
 DE7671.and adjusted by the National Geodetic Survey in May 2003..
 DE7671.No vertical observational check was made to the station.
 DE7671
 DE7671.The geoid height was determined by GEOID03.
 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     -   239,460.      756,510.      MT  (+/- 180 meters Scaled)
 DE7671
 DE7671                          SUPERSEDED SURVEY CONTROL
 DE7671
 DE7671.No superseded survey control is available for this station.
 DE7671
 DE7671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP165878(NAD 83)
 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 - August 22, 2005
 DE7671
 DE7671  HISTORY     - Date     Condition        Report By
 DE7671  HISTORY     - 20000816 MONUMENTED       WIDT
 DE7671  HISTORY     - 20030630 GOOD             USPSQD
 DE7671  HISTORY     - 20050822 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7670 ***********************************************************************
 DE7670  DESIGNATION -  4K17
 DE7670  PID         -  DE7670
 DE7670  STATE/COUNTY-  WI/MANITOWOC
 DE7670  USGS QUAD   -  BRILLION (1992)
 DE7670
 DE7670                         *CURRENT SURVEY CONTROL
 DE7670  ___________________________________________________________________
 DE7670* NAD 83(1986)-  44 09 01.     (N)    088 02 37.     (W)     SCALED    
 DE7670* NAVD 88     -       258.326  (meters)     847.52   (feet)  ADJUSTED  
 DE7670  ___________________________________________________________________
 DE7670  GEOID HEIGHT-         -36.01  (meters)                     GEOID03
 DE7670  DYNAMIC HT  -         258.282 (meters)     847.38  (feet)  COMP
 DE7670  MODELED GRAV-     980,443.9   (mgal)                       NAVD 88
 DE7670
 DE7670  VERT ORDER  -  SECOND    CLASS I
 DE7670
 DE7670.The horizontal coordinates were scaled from a topographic map and have
 DE7670.an estimated accuracy of +/- 6 seconds.
 DE7670
 DE7670.The orthometric height was determined by differential leveling
 DE7670.and adjusted by the National Geodetic Survey in May 2003..
 DE7670.No vertical observational check was made to the station.
 DE7670
 DE7670.The geoid height was determined by GEOID03.
 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     -   240,720.      756,510.      MT  (+/- 180 meters Scaled)
 DE7670
 DE7670                          SUPERSEDED SURVEY CONTROL
 DE7670
 DE7670.No superseded survey control is available for this station.
 DE7670
 DE7670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP165890(NAD 83)
 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 - September 06, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7669 ***********************************************************************
 DE7669  DESIGNATION -  4K18
 DE7669  PID         -  DE7669
 DE7669  STATE/COUNTY-  WI/CALUMET
 DE7669  USGS QUAD   -  BRILLION (1992)
 DE7669
 DE7669                         *CURRENT SURVEY CONTROL
 DE7669  ___________________________________________________________________
 DE7669* NAD 83(1986)-  44 10 06.     (N)    088 02 38.     (W)     SCALED    
 DE7669* NAVD 88     -       264.923  (meters)     869.17   (feet)  ADJUSTED  
 DE7669  ___________________________________________________________________
 DE7669  GEOID HEIGHT-         -36.01  (meters)                     GEOID03
 DE7669  DYNAMIC HT  -         264.880 (meters)     869.03  (feet)  COMP
 DE7669  MODELED GRAV-     980,446.7   (mgal)                       NAVD 88
 DE7669
 DE7669  VERT ORDER  -  SECOND    CLASS I
 DE7669
 DE7669.The horizontal coordinates were scaled from a topographic map and have
 DE7669.an estimated accuracy of +/- 6 seconds.
 DE7669
 DE7669.The orthometric height was determined by differential leveling
 DE7669.and adjusted by the National Geodetic Survey in May 2003..
 DE7669.No vertical observational check was made to the station.
 DE7669
 DE7669.The geoid height was determined by GEOID03.
 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     -   242,730.      756,440.      MT  (+/- 180 meters Scaled)
 DE7669
 DE7669                          SUPERSEDED SURVEY CONTROL
 DE7669
 DE7669.No superseded survey control is available for this station.
 DE7669
 DE7669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP165910(NAD 83)
 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 - August 22, 2005
 DE7669
 DE7669  HISTORY     - Date     Condition        Report By
 DE7669  HISTORY     - 20000816 MONUMENTED       WIDT
 DE7669  HISTORY     - 20030630 GOOD             USPSQD
 DE7669  HISTORY     - 20050822 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7668 ***********************************************************************
 DE7668  DESIGNATION -  4K19
 DE7668  PID         -  DE7668
 DE7668  STATE/COUNTY-  WI/MANITOWOC
 DE7668  USGS QUAD   -  BRILLION (1992)
 DE7668
 DE7668                         *CURRENT SURVEY CONTROL
 DE7668  ___________________________________________________________________
 DE7668* NAD 83(1986)-  44 11 15.     (N)    088 01 30.     (W)     SCALED    
 DE7668* NAVD 88     -       276.530  (meters)     907.25   (feet)  ADJUSTED  
 DE7668  ___________________________________________________________________
 DE7668  GEOID HEIGHT-         -36.01  (meters)                     GEOID03
 DE7668  DYNAMIC HT  -         276.485 (meters)     907.10  (feet)  COMP
 DE7668  MODELED GRAV-     980,447.1   (mgal)                       NAVD 88
 DE7668
 DE7668  VERT ORDER  -  SECOND    CLASS I
 DE7668
 DE7668.The horizontal coordinates were scaled from a topographic map and have
 DE7668.an estimated accuracy of +/- 6 seconds.
 DE7668
 DE7668.The orthometric height was determined by differential leveling
 DE7668.and adjusted by the National Geodetic Survey in May 2003..
 DE7668.No vertical observational check was made to the station.
 DE7668
 DE7668.The geoid height was determined by GEOID03.
 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     -   244,890.      757,900.      MT  (+/- 180 meters Scaled)
 DE7668
 DE7668                          SUPERSEDED SURVEY CONTROL
 DE7668
 DE7668.No superseded survey control is available for this station.
 DE7668
 DE7668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP180932(NAD 83)
 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 - September 06, 2005
 DE7668
 DE7668  HISTORY     - Date     Condition        Report By
 DE7668  HISTORY     - 20000816 MONUMENTED       WIDT
 DE7668  HISTORY     - 20030619 GOOD             USPSQD
 DE7668  HISTORY     - 20050906 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7605 ***********************************************************************
 DE7605  DESIGNATION -  4K46
 DE7605  PID         -  DE7605
 DE7605  STATE/COUNTY-  WI/OUTAGAMIE
 DE7605  USGS QUAD   -  ONEIDA SOUTH (1992)
 DE7605
 DE7605                         *CURRENT SURVEY CONTROL
 DE7605  ___________________________________________________________________
 DE7605* NAD 83(1986)-  44 29 17.     (N)    088 13 45.     (W)     SCALED    
 DE7605* NAVD 88     -       229.657  (meters)     753.47   (feet)  ADJUSTED  
 DE7605  ___________________________________________________________________
 DE7605  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 DE7605  DYNAMIC HT  -         229.627 (meters)     753.37  (feet)  COMP
 DE7605  MODELED GRAV-     980,479.1   (mgal)                       NAVD 88
 DE7605
 DE7605  VERT ORDER  -  SECOND    CLASS I
 DE7605
 DE7605.The horizontal coordinates were scaled from a topographic map and have
 DE7605.an estimated accuracy of +/- 6 seconds.
 DE7605
 DE7605.The orthometric height was determined by differential leveling
 DE7605.and adjusted by the National Geodetic Survey in May 2003..
 DE7605
 DE7605.The geoid height was determined by GEOID03.
 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     -    74,290.      740,850.      MT  (+/- 180 meters Scaled)
 DE7605
 DE7605                          SUPERSEDED SURVEY CONTROL
 DE7605
 DE7605.No superseded survey control is available for this station.
 DE7605
 DE7605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ022268(NAD 83)
 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 = OCTOBER  7, 2006
 DE7606 ***********************************************************************
 DE7606  DESIGNATION -  4K47
 DE7606  PID         -  DE7606
 DE7606  STATE/COUNTY-  WI/OUTAGAMIE
 DE7606  USGS QUAD   -  ONEIDA SOUTH (1992)
 DE7606
 DE7606                         *CURRENT SURVEY CONTROL
 DE7606  ___________________________________________________________________
 DE7606* NAD 83(1986)-  44 28 22.     (N)    088 13 51.     (W)     SCALED    
 DE7606* NAVD 88     -       230.441  (meters)     756.04   (feet)  ADJUSTED  
 DE7606  ___________________________________________________________________
 DE7606  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 DE7606  DYNAMIC HT  -         230.410 (meters)     755.94  (feet)  COMP
 DE7606  MODELED GRAV-     980,477.8   (mgal)                       NAVD 88
 DE7606
 DE7606  VERT ORDER  -  SECOND    CLASS I
 DE7606
 DE7606.The horizontal coordinates were scaled from a topographic map and have
 DE7606.an estimated accuracy of +/- 6 seconds.
 DE7606
 DE7606.The orthometric height was determined by differential leveling
 DE7606.and adjusted by the National Geodetic Survey in May 2003..
 DE7606
 DE7606.The geoid height was determined by GEOID03.
 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     -    72,590.      740,750.      MT  (+/- 180 meters Scaled)
 DE7606
 DE7606                          SUPERSEDED SURVEY CONTROL
 DE7606
 DE7606.No superseded survey control is available for this station.
 DE7606
 DE7606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ021251(NAD 83)
 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 = OCTOBER  7, 2006
 DE7607 ***********************************************************************
 DE7607  DESIGNATION -  4K48
 DE7607  PID         -  DE7607
 DE7607  STATE/COUNTY-  WI/OUTAGAMIE
 DE7607  USGS QUAD   -  ONEIDA SOUTH (1992)
 DE7607
 DE7607                         *CURRENT SURVEY CONTROL
 DE7607  ___________________________________________________________________
 DE7607* NAD 83(1986)-  44 27 31.     (N)    088 13 16.     (W)     SCALED    
 DE7607* NAVD 88     -       210.104  (meters)     689.32   (feet)  ADJUSTED  
 DE7607  ___________________________________________________________________
 DE7607  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 DE7607  DYNAMIC HT  -         210.075 (meters)     689.22  (feet)  COMP
 DE7607  MODELED GRAV-     980,477.3   (mgal)                       NAVD 88
 DE7607
 DE7607  VERT ORDER  -  SECOND    CLASS I
 DE7607
 DE7607.The horizontal coordinates were scaled from a topographic map and have
 DE7607.an estimated accuracy of +/- 6 seconds.
 DE7607
 DE7607.The orthometric height was determined by differential leveling
 DE7607.and adjusted by the National Geodetic Survey in May 2003..
 DE7607
 DE7607.The geoid height was determined by GEOID03.
 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     -    71,030.      741,560.      MT  (+/- 180 meters Scaled)
 DE7607
 DE7607                          SUPERSEDED SURVEY CONTROL
 DE7607
 DE7607.No superseded survey control is available for this station.
 DE7607
 DE7607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ028235(NAD 83)
 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 = OCTOBER  7, 2006
 DE7609 ***********************************************************************
 DE7609  DESIGNATION -  4K49
 DE7609  PID         -  DE7609
 DE7609  STATE/COUNTY-  WI/OUTAGAMIE
 DE7609  USGS QUAD   -  ONEIDA SOUTH (1992)
 DE7609
 DE7609                         *CURRENT SURVEY CONTROL
 DE7609  ___________________________________________________________________
 DE7609* NAD 83(1986)-  44 26 49.     (N)    088 11 25.     (W)     SCALED    
 DE7609* NAVD 88     -       214.084  (meters)     702.37   (feet)  ADJUSTED  
 DE7609  ___________________________________________________________________
 DE7609  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 DE7609  DYNAMIC HT  -         214.055 (meters)     702.28  (feet)  COMP
 DE7609  MODELED GRAV-     980,478.0   (mgal)                       NAVD 88
 DE7609
 DE7609  VERT ORDER  -  SECOND    CLASS I
 DE7609
 DE7609.The horizontal coordinates were scaled from a topographic map and have
 DE7609.an estimated accuracy of +/- 6 seconds.
 DE7609
 DE7609.The orthometric height was determined by differential leveling
 DE7609.and adjusted by the National Geodetic Survey in May 2003..
 DE7609
 DE7609.The geoid height was determined by GEOID03.
 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     -    69,790.      744,040.      MT  (+/- 180 meters Scaled)
 DE7609
 DE7609                          SUPERSEDED SURVEY CONTROL
 DE7609
 DE7609.No superseded survey control is available for this station.
 DE7609
 DE7609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ052222(NAD 83)
 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 - July 26, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7610 ***********************************************************************
 DE7610  DESIGNATION -  4K50
 DE7610  PID         -  DE7610
 DE7610  STATE/COUNTY-  WI/OUTAGAMIE
 DE7610  USGS QUAD   -  ONEIDA SOUTH (1992)
 DE7610
 DE7610                         *CURRENT SURVEY CONTROL
 DE7610  ___________________________________________________________________
 DE7610* NAD 83(1986)-  44 25 57.     (N)    088 11 27.     (W)     SCALED    
 DE7610* NAVD 88     -       214.488  (meters)     703.70   (feet)  ADJUSTED  
 DE7610  ___________________________________________________________________
 DE7610  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 DE7610  DYNAMIC HT  -         214.459 (meters)     703.60  (feet)  COMP
 DE7610  MODELED GRAV-     980,476.7   (mgal)                       NAVD 88
 DE7610
 DE7610  VERT ORDER  -  SECOND    CLASS I
 DE7610
 DE7610.The horizontal coordinates were scaled from a topographic map and have
 DE7610.an estimated accuracy of +/- 6 seconds.
 DE7610
 DE7610.The orthometric height was determined by differential leveling
 DE7610.and adjusted by the National Geodetic Survey in May 2003..
 DE7610
 DE7610.The geoid height was determined by GEOID03.
 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     -    68,180.      744,030.      MT  (+/- 180 meters Scaled)
 DE7610
 DE7610                          SUPERSEDED SURVEY CONTROL
 DE7610
 DE7610.No superseded survey control is available for this station.
 DE7610
 DE7610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ052206(NAD 83)
 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 = OCTOBER  7, 2006
 DE7611 ***********************************************************************
 DE7611  DESIGNATION -  4K51
 DE7611  PID         -  DE7611
 DE7611  STATE/COUNTY-  WI/BROWN
 DE7611  USGS QUAD   -  ONEIDA SOUTH (1992)
 DE7611
 DE7611                         *CURRENT SURVEY CONTROL
 DE7611  ___________________________________________________________________
 DE7611* NAD 83(1986)-  44 24 30.     (N)    088 10 37.     (W)     SCALED    
 DE7611* NAVD 88     -       207.204  (meters)     679.80   (feet)  ADJUSTED  
 DE7611  ___________________________________________________________________
 DE7611  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 DE7611  DYNAMIC HT  -         207.175 (meters)     679.71  (feet)  COMP
 DE7611  MODELED GRAV-     980,474.9   (mgal)                       NAVD 88
 DE7611
 DE7611  VERT ORDER  -  SECOND    CLASS I
 DE7611
 DE7611.The horizontal coordinates were scaled from a topographic map and have
 DE7611.an estimated accuracy of +/- 6 seconds.
 DE7611
 DE7611.The orthometric height was determined by differential leveling
 DE7611.and adjusted by the National Geodetic Survey in May 2003..
 DE7611
 DE7611.The geoid height was determined by GEOID03.
 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     -    65,520.      745,200.      MT  (+/- 180 meters Scaled)
 DE7611
 DE7611                          SUPERSEDED SURVEY CONTROL
 DE7611
 DE7611.No superseded survey control is available for this station.
 DE7611
 DE7611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ062179(NAD 83)
 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 = OCTOBER  7, 2006
 DE7612 ***********************************************************************
 DE7612  DESIGNATION -  4K52
 DE7612  PID         -  DE7612
 DE7612  STATE/COUNTY-  WI/BROWN
 DE7612  USGS QUAD   -  ONEIDA SOUTH (1992)
 DE7612
 DE7612                         *CURRENT SURVEY CONTROL
 DE7612  ___________________________________________________________________
 DE7612* NAD 83(1986)-  44 24 05.     (N)    088 09 38.     (W)     SCALED    
 DE7612* NAVD 88     -       203.156  (meters)     666.52   (feet)  ADJUSTED  
 DE7612  ___________________________________________________________________
 DE7612  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 DE7612  DYNAMIC HT  -         203.127 (meters)     666.43  (feet)  COMP
 DE7612  MODELED GRAV-     980,474.8   (mgal)                       NAVD 88
 DE7612
 DE7612  VERT ORDER  -  SECOND    CLASS I
 DE7612
 DE7612.The horizontal coordinates were scaled from a topographic map and have
 DE7612.an estimated accuracy of +/- 6 seconds.
 DE7612
 DE7612.The orthometric height was determined by differential leveling
 DE7612.and adjusted by the National Geodetic Survey in May 2003..
 DE7612
 DE7612.The geoid height was determined by GEOID03.
 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     -    64,780.      746,520.      MT  (+/- 180 meters Scaled)
 DE7612
 DE7612                          SUPERSEDED SURVEY CONTROL
 DE7612
 DE7612.No superseded survey control is available for this station.
 DE7612
 DE7612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ075171(NAD 83)
 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 = OCTOBER  7, 2006
 DE7764 ***********************************************************************
 DE7764  DESIGNATION -  4K53
 DE7764  PID         -  DE7764
 DE7764  STATE/COUNTY-  WI/BROWN
 DE7764  USGS QUAD   -  ONEIDA SOUTH (1992)
 DE7764
 DE7764                         *CURRENT SURVEY CONTROL
 DE7764  ___________________________________________________________________
 DE7764* NAD 83(1986)-  44 23 24.     (N)    088 08 36.     (W)     SCALED    
 DE7764* NAVD 88     -       195.935  (meters)     642.83   (feet)  ADJUSTED  
 DE7764  ___________________________________________________________________
 DE7764  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 DE7764  DYNAMIC HT  -         195.907 (meters)     642.74  (feet)  COMP
 DE7764  MODELED GRAV-     980,474.2   (mgal)                       NAVD 88
 DE7764
 DE7764  VERT ORDER  -  SECOND    CLASS I
 DE7764
 DE7764.The horizontal coordinates were scaled from a topographic map and have
 DE7764.an estimated accuracy of +/- 6 seconds.
 DE7764
 DE7764.The orthometric height was determined by differential leveling
 DE7764.and adjusted by the National Geodetic Survey in May 2003..
 DE7764
 DE7764.The geoid height was determined by GEOID03.
 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     -    63,550.      747,920.      MT  (+/- 180 meters Scaled)
 DE7764
 DE7764                          SUPERSEDED SURVEY CONTROL
 DE7764
 DE7764.No superseded survey control is available for this station.
 DE7764
 DE7764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ089158(NAD 83)
 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 = OCTOBER  7, 2006
 DE7613 ***********************************************************************
 DE7613  DESIGNATION -  4K54
 DE7613  PID         -  DE7613
 DE7613  STATE/COUNTY-  WI/BROWN
 DE7613  USGS QUAD   -  DE PERE (1992)
 DE7613
 DE7613                         *CURRENT SURVEY CONTROL
 DE7613  ___________________________________________________________________
 DE7613* NAD 83(1986)-  44 22 38.     (N)    088 07 16.     (W)     SCALED    
 DE7613* NAVD 88     -       184.010  (meters)     603.71   (feet)  ADJUSTED  
 DE7613  ___________________________________________________________________
 DE7613  GEOID HEIGHT-         -36.18  (meters)                     GEOID03
 DE7613  DYNAMIC HT  -         183.984 (meters)     603.62  (feet)  COMP
 DE7613  MODELED GRAV-     980,473.4   (mgal)                       NAVD 88
 DE7613
 DE7613  VERT ORDER  -  SECOND    CLASS I
 DE7613
 DE7613.The horizontal coordinates were scaled from a topographic map and have
 DE7613.an estimated accuracy of +/- 6 seconds.
 DE7613
 DE7613.The orthometric height was determined by differential leveling
 DE7613.and adjusted by the National Geodetic Survey in May 2003..
 DE7613
 DE7613.The geoid height was determined by GEOID03.
 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     -    62,170.      749,720.      MT  (+/- 180 meters Scaled)
 DE7613
 DE7613                          SUPERSEDED SURVEY CONTROL
 DE7613
 DE7613.No superseded survey control is available for this station.
 DE7613
 DE7613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ106143(NAD 83)
 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 = OCTOBER  7, 2006
 DE7614 ***********************************************************************
 DE7614  DESIGNATION -  4K55
 DE7614  PID         -  DE7614
 DE7614  STATE/COUNTY-  WI/BROWN
 DE7614  USGS QUAD   -  GREENLEAF (1992)
 DE7614
 DE7614                         *CURRENT SURVEY CONTROL
 DE7614  ___________________________________________________________________
 DE7614* NAD 83(1986)-  44 22 18.     (N)    088 07 27.     (W)     SCALED    
 DE7614* NAVD 88     -       192.863  (meters)     632.75   (feet)  ADJUSTED  
 DE7614  ___________________________________________________________________
 DE7614  GEOID HEIGHT-         -36.18  (meters)                     GEOID03
 DE7614  DYNAMIC HT  -         192.835 (meters)     632.66  (feet)  COMP
 DE7614  MODELED GRAV-     980,472.5   (mgal)                       NAVD 88
 DE7614
 DE7614  VERT ORDER  -  SECOND    CLASS I
 DE7614
 DE7614.The horizontal coordinates were scaled from a topographic map and have
 DE7614.an estimated accuracy of +/- 6 seconds.
 DE7614
 DE7614.The orthometric height was determined by differential leveling
 DE7614.and adjusted by the National Geodetic Survey in May 2003..
 DE7614
 DE7614.The geoid height was determined by GEOID03.
 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     -    61,550.      749,500.      MT  (+/- 180 meters Scaled)
 DE7614
 DE7614                          SUPERSEDED SURVEY CONTROL
 DE7614
 DE7614.No superseded survey control is available for this station.
 DE7614
 DE7614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ104137(NAD 83)
 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 = OCTOBER  7, 2006
 DE7615 ***********************************************************************
 DE7615  DESIGNATION -  4K56
 DE7615  PID         -  DE7615
 DE7615  STATE/COUNTY-  WI/BROWN
 DE7615  USGS QUAD   -  GREENLEAF (1992)
 DE7615
 DE7615                         *CURRENT SURVEY CONTROL
 DE7615  ___________________________________________________________________
 DE7615* NAD 83(1986)-  44 22 18.     (N)    088 05 44.     (W)     SCALED    
 DE7615* NAVD 88     -       198.075  (meters)     649.85   (feet)  ADJUSTED  
 DE7615  ___________________________________________________________________
 DE7615  GEOID HEIGHT-         -36.17  (meters)                     GEOID03
 DE7615  DYNAMIC HT  -         198.047 (meters)     649.76  (feet)  COMP
 DE7615  MODELED GRAV-     980,473.5   (mgal)                       NAVD 88
 DE7615
 DE7615  VERT ORDER  -  SECOND    CLASS I
 DE7615
 DE7615.The horizontal coordinates were scaled from a topographic map and have
 DE7615.an estimated accuracy of +/- 6 seconds.
 DE7615
 DE7615.The orthometric height was determined by differential leveling
 DE7615.and adjusted by the National Geodetic Survey in May 2003..
 DE7615
 DE7615.The geoid height was determined by GEOID03.
 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     -    61,600.      751,770.      MT  (+/- 180 meters Scaled)
 DE7615
 DE7615                          SUPERSEDED SURVEY CONTROL
 DE7615
 DE7615.No superseded survey control is available for this station.
 DE7615
 DE7615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ127137(NAD 83)
 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 = OCTOBER  7, 2006
 DE7616 ***********************************************************************
 DE7616  DESIGNATION -  4K57
 DE7616  PID         -  DE7616
 DE7616  STATE/COUNTY-  WI/BROWN
 DE7616  USGS QUAD   -  DE PERE (1992)
 DE7616
 DE7616                         *CURRENT SURVEY CONTROL
 DE7616  ___________________________________________________________________
 DE7616* NAD 83(1986)-  44 23 09.     (N)    088 05 24.     (W)     SCALED    
 DE7616* NAVD 88     -       201.132  (meters)     659.88   (feet)  ADJUSTED  
 DE7616  ___________________________________________________________________
 DE7616  GEOID HEIGHT-         -36.17  (meters)                     GEOID03
 DE7616  DYNAMIC HT  -         201.104 (meters)     659.79  (feet)  COMP
 DE7616  MODELED GRAV-     980,474.9   (mgal)                       NAVD 88
 DE7616
 DE7616  VERT ORDER  -  SECOND    CLASS I
 DE7616
 DE7616.The horizontal coordinates were scaled from a topographic map and have
 DE7616.an estimated accuracy of +/- 6 seconds.
 DE7616
 DE7616.The orthometric height was determined by differential leveling
 DE7616.and adjusted by the National Geodetic Survey in May 2003..
 DE7616
 DE7616.The geoid height was determined by GEOID03.
 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     -    63,180.      752,180.      MT  (+/- 180 meters Scaled)
 DE7616
 DE7616                          SUPERSEDED SURVEY CONTROL
 DE7616
 DE7616.No superseded survey control is available for this station.
 DE7616
 DE7616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ131153(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7616+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 DE7616
 DE7616  HISTORY     - Date     Condition        Report By
 DE7616  HISTORY     - 2001     MONUMENTED       WIDT
 DE7616  HISTORY     - 20030607 GOOD             USPSQD
 DE7616  HISTORY     - 20050809 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7618 ***********************************************************************
 DE7618  DESIGNATION -  4K58
 DE7618  PID         -  DE7618
 DE7618  STATE/COUNTY-  WI/BROWN
 DE7618  USGS QUAD   -  DE PERE (1992)
 DE7618
 DE7618                         *CURRENT SURVEY CONTROL
 DE7618  ___________________________________________________________________
 DE7618* NAD 83(1986)-  44 24 04.     (N)    088 03 54.     (W)     SCALED    
 DE7618* NAVD 88     -       191.949  (meters)     629.75   (feet)  ADJUSTED  
 DE7618  ___________________________________________________________________
 DE7618  GEOID HEIGHT-         -36.17  (meters)                     GEOID03
 DE7618  DYNAMIC HT  -         191.923 (meters)     629.67  (feet)  COMP
 DE7618  MODELED GRAV-     980,474.9   (mgal)                       NAVD 88
 DE7618
 DE7618  VERT ORDER  -  SECOND    CLASS I
 DE7618
 DE7618.The horizontal coordinates were scaled from a topographic map and have
 DE7618.an estimated accuracy of +/- 6 seconds.
 DE7618
 DE7618.The orthometric height was determined by differential leveling
 DE7618.and adjusted by the National Geodetic Survey in May 2003..
 DE7618
 DE7618.The geoid height was determined by GEOID03.
 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     -    64,930.      754,130.      MT  (+/- 180 meters Scaled)
 DE7618
 DE7618                          SUPERSEDED SURVEY CONTROL
 DE7618
 DE7618.No superseded survey control is available for this station.
 DE7618
 DE7618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ151169(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7618+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 DE7618
 DE7618  HISTORY     - Date     Condition        Report By
 DE7618  HISTORY     - 2001     MONUMENTED       WIDT
 DE7618  HISTORY     - 20030607 GOOD             USPSQD
 DE7618  HISTORY     - 20050810 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7619 ***********************************************************************
 DE7619  DESIGNATION -  4K59
 DE7619  PID         -  DE7619
 DE7619  STATE/COUNTY-  WI/BROWN
 DE7619  USGS QUAD   -  DE PERE (1992)
 DE7619
 DE7619                         *CURRENT SURVEY CONTROL
 DE7619  ___________________________________________________________________
 DE7619* NAD 83(1986)-  44 24 03.     (N)    088 02 25.     (W)     SCALED    
 DE7619* NAVD 88     -       205.901  (meters)     675.53   (feet)  ADJUSTED  
 DE7619  ___________________________________________________________________
 DE7619  GEOID HEIGHT-         -36.15  (meters)                     GEOID03
 DE7619  DYNAMIC HT  -         205.872 (meters)     675.43  (feet)  COMP
 DE7619  MODELED GRAV-     980,473.4   (mgal)                       NAVD 88
 DE7619
 DE7619  VERT ORDER  -  SECOND    CLASS I
 DE7619
 DE7619.The horizontal coordinates were scaled from a topographic map and have
 DE7619.an estimated accuracy of +/- 6 seconds.
 DE7619
 DE7619.The orthometric height was determined by differential leveling
 DE7619.and adjusted by the National Geodetic Survey in May 2003..
 DE7619
 DE7619.The geoid height was determined by GEOID03.
 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     -    64,940.      756,100.      MT  (+/- 180 meters Scaled)
 DE7619
 DE7619                          SUPERSEDED SURVEY CONTROL
 DE7619
 DE7619.No superseded survey control is available for this station.
 DE7619
 DE7619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ171169(NAD 83)
 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 - August 10, 2005
 DE7619
 DE7619  HISTORY     - Date     Condition        Report By
 DE7619  HISTORY     - 2001     MONUMENTED       WIDT
 DE7619  HISTORY     - 20030607 GOOD             USPSQD
 DE7619  HISTORY     - 20050810 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7620 ***********************************************************************
 DE7620  DESIGNATION -  4K60
 DE7620  PID         -  DE7620
 DE7620  STATE/COUNTY-  WI/BROWN
 DE7620  USGS QUAD   -  DE PERE (1992)
 DE7620
 DE7620                         *CURRENT SURVEY CONTROL
 DE7620  ___________________________________________________________________
 DE7620* NAD 83(1986)-  44 23 48.     (N)    088 01 15.     (W)     SCALED    
 DE7620* NAVD 88     -       256.527  (meters)     841.62   (feet)  ADJUSTED  
 DE7620  ___________________________________________________________________
 DE7620  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 DE7620  DYNAMIC HT  -         256.491 (meters)     841.50  (feet)  COMP
 DE7620  MODELED GRAV-     980,472.3   (mgal)                       NAVD 88
 DE7620
 DE7620  VERT ORDER  -  SECOND    CLASS I
 DE7620
 DE7620.The horizontal coordinates were scaled from a topographic map and have
 DE7620.an estimated accuracy of +/- 6 seconds.
 DE7620
 DE7620.The orthometric height was determined by differential leveling
 DE7620.and adjusted by the National Geodetic Survey in May 2003..
 DE7620
 DE7620.The geoid height was determined by GEOID03.
 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     -    64,520.      757,660.      MT  (+/- 180 meters Scaled)
 DE7620
 DE7620                          SUPERSEDED SURVEY CONTROL
 DE7620
 DE7620.No superseded survey control is available for this station.
 DE7620
 DE7620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ187164(NAD 83)
 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 - August 10, 2005
 DE7620
 DE7620  HISTORY     - Date     Condition        Report By
 DE7620  HISTORY     - 2001     MONUMENTED       WIDT
 DE7620  HISTORY     - 20030607 GOOD             USPSQD
 DE7620  HISTORY     - 20050810 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7782 ***********************************************************************
 DE7782  DESIGNATION -  4K61
 DE7782  PID         -  DE7782
 DE7782  STATE/COUNTY-  WI/BROWN
 DE7782  USGS QUAD   -  BELLEVUE (1992)
 DE7782
 DE7782                         *CURRENT SURVEY CONTROL
 DE7782  ___________________________________________________________________
 DE7782* NAD 83(1986)-  44 24 06.     (N)    087 58 58.     (W)     SCALED    
 DE7782* NAVD 88     -       269.343  (meters)     883.67   (feet)  ADJUSTED  
 DE7782  ___________________________________________________________________
 DE7782  GEOID HEIGHT-         -36.12  (meters)                     GEOID03
 DE7782  DYNAMIC HT  -         269.304 (meters)     883.54  (feet)  COMP
 DE7782  MODELED GRAV-     980,467.3   (mgal)                       NAVD 88
 DE7782
 DE7782  VERT ORDER  -  SECOND    CLASS I
 DE7782
 DE7782.The horizontal coordinates were scaled from a topographic map and have
 DE7782.an estimated accuracy of +/- 6 seconds.
 DE7782
 DE7782.The orthometric height was determined by differential leveling
 DE7782.and adjusted by the National Geodetic Survey in May 2003..
 DE7782
 DE7782.The geoid height was determined by GEOID03.
 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     -    65,150.      760,680.      MT  (+/- 180 meters Scaled)
 DE7782
 DE7782                          SUPERSEDED SURVEY CONTROL
 DE7782
 DE7782.No superseded survey control is available for this station.
 DE7782
 DE7782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ217169(NAD 83)
 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 = OCTOBER  7, 2006
 DE7622 ***********************************************************************
 DE7622  DESIGNATION -  4K62
 DE7622  PID         -  DE7622
 DE7622  STATE/COUNTY-  WI/BROWN
 DE7622  USGS QUAD   -  BELLEVUE (1992)
 DE7622
 DE7622                         *CURRENT SURVEY CONTROL
 DE7622  ___________________________________________________________________
 DE7622* NAD 83(1986)-  44 24 01.     (N)    087 57 08.     (W)     SCALED    
 DE7622* NAVD 88     -       262.031  (meters)     859.68   (feet)  ADJUSTED  
 DE7622  ___________________________________________________________________
 DE7622  GEOID HEIGHT-         -36.10  (meters)                     GEOID03
 DE7622  DYNAMIC HT  -         261.993 (meters)     859.56  (feet)  COMP
 DE7622  MODELED GRAV-     980,468.0   (mgal)                       NAVD 88
 DE7622
 DE7622  VERT ORDER  -  SECOND    CLASS I
 DE7622
 DE7622.The horizontal coordinates were scaled from a topographic map and have
 DE7622.an estimated accuracy of +/- 6 seconds.
 DE7622
 DE7622.The orthometric height was determined by differential leveling
 DE7622.and adjusted by the National Geodetic Survey in May 2003..
 DE7622
 DE7622.The geoid height was determined by GEOID03.
 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     -    65,060.      763,120.      MT  (+/- 180 meters Scaled)
 DE7622
 DE7622                          SUPERSEDED SURVEY CONTROL
 DE7622
 DE7622.No superseded survey control is available for this station.
 DE7622
 DE7622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ241167(NAD 83)
 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 = OCTOBER  7, 2006
 DE7623 ***********************************************************************
 DE7623  DESIGNATION -  4K63
 DE7623  PID         -  DE7623
 DE7623  STATE/COUNTY-  WI/BROWN
 DE7623  USGS QUAD   -  BELLEVUE (1992)
 DE7623
 DE7623                         *CURRENT SURVEY CONTROL
 DE7623  ___________________________________________________________________
 DE7623* NAD 83(1986)-  44 24 02.     (N)    087 55 43.     (W)     SCALED    
 DE7623* NAVD 88     -       261.520  (meters)     858.00   (feet)  ADJUSTED  
 DE7623  ___________________________________________________________________
 DE7623  GEOID HEIGHT-         -36.09  (meters)                     GEOID03
 DE7623  DYNAMIC HT  -         261.483 (meters)     857.88  (feet)  COMP
 DE7623  MODELED GRAV-     980,470.1   (mgal)                       NAVD 88
 DE7623
 DE7623  VERT ORDER  -  SECOND    CLASS I
 DE7623
 DE7623.The horizontal coordinates were scaled from a topographic map and have
 DE7623.an estimated accuracy of +/- 6 seconds.
 DE7623
 DE7623.The orthometric height was determined by differential leveling
 DE7623.and adjusted by the National Geodetic Survey in May 2003..
 DE7623
 DE7623.The geoid height was determined by GEOID03.
 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.      764,990.      MT  (+/- 180 meters Scaled)
 DE7623
 DE7623                          SUPERSEDED SURVEY CONTROL
 DE7623
 DE7623.No superseded survey control is available for this station.
 DE7623
 DE7623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ260167(NAD 83)
 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 = OCTOBER  7, 2006
 DE7624 ***********************************************************************
 DE7624  DESIGNATION -  4K64
 DE7624  PID         -  DE7624
 DE7624  STATE/COUNTY-  WI/BROWN
 DE7624  USGS QUAD   -  BELLEVUE (1992)
 DE7624
 DE7624                         *CURRENT SURVEY CONTROL
 DE7624  ___________________________________________________________________
 DE7624* NAD 83(1986)-  44 24 01.     (N)    087 54 28.     (W)     SCALED    
 DE7624* NAVD 88     -       263.843  (meters)     865.62   (feet)  ADJUSTED  
 DE7624  ___________________________________________________________________
 DE7624  GEOID HEIGHT-         -36.09  (meters)                     GEOID03
 DE7624  DYNAMIC HT  -         263.806 (meters)     865.50  (feet)  COMP
 DE7624  MODELED GRAV-     980,471.9   (mgal)                       NAVD 88
 DE7624
 DE7624  VERT ORDER  -  SECOND    CLASS I
 DE7624
 DE7624.The horizontal coordinates were scaled from a topographic map and have
 DE7624.an estimated accuracy of +/- 6 seconds.
 DE7624
 DE7624.The orthometric height was determined by differential leveling
 DE7624.and adjusted by the National Geodetic Survey in May 2003..
 DE7624
 DE7624.The geoid height was determined by GEOID03.
 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     -    65,150.      766,650.      MT  (+/- 180 meters Scaled)
 DE7624
 DE7624                          SUPERSEDED SURVEY CONTROL
 DE7624
 DE7624.No superseded survey control is available for this station.
 DE7624
 DE7624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ277167(NAD 83)
 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 = OCTOBER  7, 2006
 DE7571 ***********************************************************************
 DE7571  DESIGNATION -  4K91
 DE7571  PID         -  DE7571
 DE7571  STATE/COUNTY-  WI/WINNEBAGO
 DE7571  USGS QUAD   -  NEENAH (1992)
 DE7571
 DE7571                         *CURRENT SURVEY CONTROL
 DE7571  ___________________________________________________________________
 DE7571* NAD 83(1986)-  44 14 39.     (N)    088 29 06.     (W)     SCALED    
 DE7571* NAVD 88     -       238.247  (meters)     781.65   (feet)  ADJUSTED  
 DE7571  ___________________________________________________________________
 DE7571  GEOID HEIGHT-         -36.31  (meters)                     GEOID03
 DE7571  DYNAMIC HT  -         238.207 (meters)     781.52  (feet)  COMP
 DE7571  MODELED GRAV-     980,443.3   (mgal)                       NAVD 88
 DE7571
 DE7571  VERT ORDER  -  SECOND    CLASS I
 DE7571
 DE7571.The horizontal coordinates were scaled from a topographic map and have
 DE7571.an estimated accuracy of +/- 6 seconds.
 DE7571
 DE7571.The orthometric height was determined by differential leveling
 DE7571.and adjusted by the National Geodetic Survey in May 2003..
 DE7571
 DE7571.The geoid height was determined by GEOID03.
 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     -   250,420.      721,010.      MT  (+/- 180 meters Scaled)
 DE7571
 DE7571                          SUPERSEDED SURVEY CONTROL
 DE7571
 DE7571.No superseded survey control is available for this station.
 DE7571
 DE7571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ814000(NAD 83)
 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 = OCTOBER  7, 2006
 DE7572 ***********************************************************************
 DE7572  DESIGNATION -  4K92
 DE7572  PID         -  DE7572
 DE7572  STATE/COUNTY-  WI/OUTAGAMIE
 DE7572  USGS QUAD   -  APPLETON (1992)
 DE7572
 DE7572                         *CURRENT SURVEY CONTROL
 DE7572  ___________________________________________________________________
 DE7572* NAD 83(1986)-  44 15 05.     (N)    088 26 02.     (W)     SCALED    
 DE7572* NAVD 88     -       243.627  (meters)     799.30   (feet)  ADJUSTED  
 DE7572  ___________________________________________________________________
 DE7572  GEOID HEIGHT-         -36.28  (meters)                     GEOID03
 DE7572  DYNAMIC HT  -         243.586 (meters)     799.17  (feet)  COMP
 DE7572  MODELED GRAV-     980,445.0   (mgal)                       NAVD 88
 DE7572
 DE7572  VERT ORDER  -  SECOND    CLASS I
 DE7572
 DE7572.The horizontal coordinates were scaled from a topographic map and have
 DE7572.an estimated accuracy of +/- 6 seconds.
 DE7572
 DE7572.The orthometric height was determined by differential leveling
 DE7572.and adjusted by the National Geodetic Survey in May 2003..
 DE7572
 DE7572.The geoid height was determined by GEOID03.
 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     -    47,660.      725,070.      MT  (+/- 180 meters Scaled)
 DE7572
 DE7572                          SUPERSEDED SURVEY CONTROL
 DE7572
 DE7572.No superseded survey control is available for this station.
 DE7572
 DE7572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ855007(NAD 83)
 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 = OCTOBER  7, 2006
 DE7573 ***********************************************************************
 DE7573  DESIGNATION -  4K93
 DE7573  PID         -  DE7573
 DE7573  STATE/COUNTY-  WI/OUTAGAMIE
 DE7573  USGS QUAD   -  APPLETON (1992)
 DE7573
 DE7573                         *CURRENT SURVEY CONTROL
 DE7573  ___________________________________________________________________
 DE7573* NAD 83(1986)-  44 15 15.     (N)    088 24 54.     (W)     SCALED    
 DE7573* NAVD 88     -       242.926  (meters)     797.00   (feet)  ADJUSTED  
 DE7573  ___________________________________________________________________
 DE7573  GEOID HEIGHT-         -36.26  (meters)                     GEOID03
 DE7573  DYNAMIC HT  -         242.885 (meters)     796.87  (feet)  COMP
 DE7573  MODELED GRAV-     980,445.7   (mgal)                       NAVD 88
 DE7573
 DE7573  VERT ORDER  -  SECOND    CLASS I
 DE7573
 DE7573.The horizontal coordinates were scaled from a topographic map and have
 DE7573.an estimated accuracy of +/- 6 seconds.
 DE7573
 DE7573.The orthometric height was determined by differential leveling
 DE7573.and adjusted by the National Geodetic Survey in May 2003..
 DE7573
 DE7573.The geoid height was determined by GEOID03.
 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     -    48,000.      726,580.      MT  (+/- 180 meters Scaled)
 DE7573
 DE7573                          SUPERSEDED SURVEY CONTROL
 DE7573
 DE7573.No superseded survey control is available for this station.
 DE7573
 DE7573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ870010(NAD 83)
 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 = OCTOBER  7, 2006
 DE7742 ***********************************************************************
 DE7742  DESIGNATION -  4K94
 DE7742  PID         -  DE7742
 DE7742  STATE/COUNTY-  WI/OUTAGAMIE
 DE7742  USGS QUAD   -  KAUKAUNA (1992)
 DE7742
 DE7742                         *CURRENT SURVEY CONTROL
 DE7742  ___________________________________________________________________
 DE7742* NAD 83(1986)-  44 15 54.     (N)    088 21 20.     (W)     SCALED    
 DE7742* NAVD 88     -       228.085  (meters)     748.31   (feet)  ADJUSTED  
 DE7742  ___________________________________________________________________
 DE7742  GEOID HEIGHT-         -36.23  (meters)                     GEOID03
 DE7742  DYNAMIC HT  -         228.047 (meters)     748.18  (feet)  COMP
 DE7742  MODELED GRAV-     980,448.9   (mgal)                       NAVD 88
 DE7742
 DE7742  VERT ORDER  -  SECOND    CLASS I
 DE7742
 DE7742.The horizontal coordinates were scaled from a topographic map and have
 DE7742.an estimated accuracy of +/- 6 seconds.
 DE7742
 DE7742.The orthometric height was determined by differential leveling
 DE7742.and adjusted by the National Geodetic Survey in May 2003..
 DE7742
 DE7742.The geoid height was determined by GEOID03.
 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     -    49,300.      731,300.      MT  (+/- 180 meters Scaled)
 DE7742
 DE7742                          SUPERSEDED SURVEY CONTROL
 DE7742
 DE7742.No superseded survey control is available for this station.
 DE7742
 DE7742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ918022(NAD 83)
 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 = OCTOBER  7, 2006
 DE7766 ***********************************************************************
 DE7766  DESIGNATION -  4K95
 DE7766  PID         -  DE7766
 DE7766  STATE/COUNTY-  WI/BROWN
 DE7766  USGS QUAD   -  WRIGHTSTOWN (1992)
 DE7766
 DE7766                         *CURRENT SURVEY CONTROL
 DE7766  ___________________________________________________________________
 DE7766* NAD 83(1986)-  44 20 34.     (N)    088 09 03.     (W)     SCALED    
 DE7766* NAVD 88     -       194.545  (meters)     638.27   (feet)  ADJUSTED  
 DE7766  ___________________________________________________________________
 DE7766  GEOID HEIGHT-         -36.18  (meters)                     GEOID03
 DE7766  DYNAMIC HT  -         194.517 (meters)     638.18  (feet)  COMP
 DE7766  MODELED GRAV-     980,467.3   (mgal)                       NAVD 88
 DE7766
 DE7766  VERT ORDER  -  SECOND    CLASS I
 DE7766
 DE7766.The horizontal coordinates were scaled from a topographic map and have
 DE7766.an estimated accuracy of +/- 6 seconds.
 DE7766
 DE7766.The orthometric height was determined by differential leveling
 DE7766.and adjusted by the National Geodetic Survey in May 2003..
 DE7766
 DE7766.The geoid height was determined by GEOID03.
 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     -    58,290.      747,440.      MT  (+/- 180 meters Scaled)
 DE7766
 DE7766                          SUPERSEDED SURVEY CONTROL
 DE7766
 DE7766.No superseded survey control is available for this station.
 DE7766
 DE7766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ082105(NAD 83)
 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 = OCTOBER  7, 2006
 DE7765 ***********************************************************************
 DE7765  DESIGNATION -  4K96
 DE7765  PID         -  DE7765
 DE7765  STATE/COUNTY-  WI/BROWN
 DE7765  USGS QUAD   -  WRIGHTSTOWN (1992)
 DE7765
 DE7765                         *CURRENT SURVEY CONTROL
 DE7765  ___________________________________________________________________
 DE7765* NAD 83(1997)-  44 22 08.61451(N)    088 08 30.03401(W)     ADJUSTED  
 DE7765* NAVD 88     -       195.091  (meters)     640.06   (feet)  ADJUSTED  
 DE7765  ___________________________________________________________________
 DE7765  X           -     148,099.787 (meters)                     COMP
 DE7765  Y           -  -4,564,606.402 (meters)                     COMP
 DE7765  Z           -   4,437,609.735 (meters)                     COMP
 DE7765  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 DE7765  ELLIP HEIGHT-         158.91  (meters)          (06/11/03) GPS OBS
 DE7765  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 DE7765  DYNAMIC HT  -         195.064 (meters)     639.97  (feet)  COMP
 DE7765  MODELED GRAV-     980,471.5   (mgal)                       NAVD 88
 DE7765
 DE7765  HORZ ORDER  -  FIRST
 DE7765  VERT ORDER  -  SECOND    CLASS I
 DE7765  ELLP ORDER  -  THIRD     CLASS I
 DE7765
 DE7765.The horizontal coordinates were established by GPS observations
 DE7765.and adjusted by the National Geodetic Survey in June 2003..
 DE7765
 DE7765.The orthometric height was determined by differential leveling
 DE7765.and adjusted by the National Geodetic Survey in May 2003..
 DE7765
 DE7765.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7765
 DE7765.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7765
 DE7765.The ellipsoidal height was determined by GPS observations
 DE7765.and is referenced to NAD 83.
 DE7765
 DE7765.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE7765;SPC WI C     -    61,223.637   748,106.125   MT  0.99997962   +1 18 40.3
 DE7765;SPC WI C     -   200,864.55  2,454,411.51   sFT  0.99997962   +1 18 40.3
 DE7765;UTM  16      - 4,913,498.583   409,036.280   MT  0.99970176   -0 47 54.3
 DE7765
 DE7765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7765!SPC WI C     -   0.99997508  x   0.99997962  =   0.99995470
 DE7765!UTM  16      -   0.99997508  x   0.99970176  =   0.99967685
 DE7765
 DE7765                          SUPERSEDED SURVEY CONTROL
 DE7765
 DE7765  NAVD 88 (06/11/03)  195.09   (m)          640.1    (f) LEVELING    3  
 DE7765
 DE7765.Superseded values are not recommended for survey control.
 DE7765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7765.See file dsdata.txt to determine how the superseded data were derived.
 DE7765
 DE7765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0903613499(NAD 83)
 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 - August 10, 2005
 DE7765
 DE7765  HISTORY     - Date     Condition        Report By
 DE7765  HISTORY     - 2000     MONUMENTED       WIDT
 DE7765  HISTORY     - 20030607 GOOD             USPSQD
 DE7765  HISTORY     - 20050810 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7781 ***********************************************************************
 DE7781  DESIGNATION -  4K97
 DE7781  PID         -  DE7781
 DE7781  STATE/COUNTY-  WI/OUTAGAMIE
 DE7781  USGS QUAD   -  WRIGHTSTOWN (1992)
 DE7781
 DE7781                         *CURRENT SURVEY CONTROL
 DE7781  ___________________________________________________________________
 DE7781* NAD 83(1997)-  44 19 04.65101(N)    088 12 51.68939(W)     ADJUSTED  
 DE7781* NAVD 88     -       207.803  (meters)     681.77   (feet)  ADJUSTED  
 DE7781  ___________________________________________________________________
 DE7781  X           -     142,433.237 (meters)                     COMP
 DE7781  Y           -  -4,568,766.747 (meters)                     COMP
 DE7781  Z           -   4,433,557.618 (meters)                     COMP
 DE7781  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 DE7781  ELLIP HEIGHT-         171.62  (meters)          (06/11/03) GPS OBS
 DE7781  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 DE7781  DYNAMIC HT  -         207.772 (meters)     681.67  (feet)  COMP
 DE7781  MODELED GRAV-     980,462.6   (mgal)                       NAVD 88
 DE7781
 DE7781  HORZ ORDER  -  FIRST
 DE7781  VERT ORDER  -  SECOND    CLASS I
 DE7781  ELLP ORDER  -  THIRD     CLASS I
 DE7781
 DE7781.The horizontal coordinates were established by GPS observations
 DE7781.and adjusted by the National Geodetic Survey in June 2003..
 DE7781
 DE7781.The orthometric height was determined by differential leveling
 DE7781.and adjusted by the National Geodetic Survey in May 2003..
 DE7781
 DE7781.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7781
 DE7781.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7781
 DE7781.The ellipsoidal height was determined by GPS observations
 DE7781.and is referenced to NAD 83.
 DE7781
 DE7781.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE7781;SPC WI C     -    55,416.845   742,439.259   MT  0.99998785   +1 15 35.7
 DE7781;SPC WI C     -   181,813.43  2,435,819.47   sFT  0.99998785   +1 15 35.7
 DE7781;UTM  16      - 4,907,905.808   403,161.176   MT  0.99971533   -0 50 54.5
 DE7781
 DE7781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7781!SPC WI C     -   0.99997309  x   0.99998785  =   0.99996094
 DE7781!UTM  16      -   0.99997309  x   0.99971533  =   0.99968843
 DE7781
 DE7781                          SUPERSEDED SURVEY CONTROL
 DE7781
 DE7781  NAVD 88 (06/11/03)  207.80   (m)          681.8    (f) LEVELING    3  
 DE7781
 DE7781.Superseded values are not recommended for survey control.
 DE7781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7781.See file dsdata.txt to determine how the superseded data were derived.
 DE7781
 DE7781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0316107906(NAD 83)
 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 = OCTOBER  7, 2006
 DE7667 ***********************************************************************
 DE7667  DESIGNATION -  4L01
 DE7667  PID         -  DE7667
 DE7667  STATE/COUNTY-  WI/MANITOWOC
 DE7667  USGS QUAD   -  REEDSVILLE (1992)
 DE7667
 DE7667                         *CURRENT SURVEY CONTROL
 DE7667  ___________________________________________________________________
 DE7667* NAD 83(1986)-  44 11 22.     (N)    087 59 55.     (W)     SCALED    
 DE7667* NAVD 88     -       262.298  (meters)     860.56   (feet)  ADJUSTED  
 DE7667  ___________________________________________________________________
 DE7667  GEOID HEIGHT-         -36.01  (meters)                     GEOID03
 DE7667  DYNAMIC HT  -         262.255 (meters)     860.41  (feet)  COMP
 DE7667  MODELED GRAV-     980,447.0   (mgal)                       NAVD 88
 DE7667
 DE7667  VERT ORDER  -  SECOND    CLASS I
 DE7667
 DE7667.The horizontal coordinates were scaled from a topographic map and have
 DE7667.an estimated accuracy of +/- 6 seconds.
 DE7667
 DE7667.The orthometric height was determined by differential leveling
 DE7667.and adjusted by the National Geodetic Survey in May 2003..
 DE7667.No vertical observational check was made to the station.
 DE7667
 DE7667.The geoid height was determined by GEOID03.
 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     -   245,160.      760,000.      MT  (+/- 180 meters Scaled)
 DE7667
 DE7667                          SUPERSEDED SURVEY CONTROL
 DE7667
 DE7667.No superseded survey control is available for this station.
 DE7667
 DE7667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP201933(NAD 83)
 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 - September 06, 2005
 DE7667
 DE7667  HISTORY     - Date     Condition        Report By
 DE7667  HISTORY     - 2000     MONUMENTED       WIDT
 DE7667  HISTORY     - 20030619 GOOD             USPSQD
 DE7667  HISTORY     - 20050906 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7666 ***********************************************************************
 DE7666  DESIGNATION -  4L02
 DE7666  PID         -  DE7666
 DE7666  STATE/COUNTY-  WI/MANITOWOC
 DE7666  USGS QUAD   -  REEDSVILLE (1992)
 DE7666
 DE7666                         *CURRENT SURVEY CONTROL
 DE7666  ___________________________________________________________________
 DE7666* NAD 83(1986)-  44 11 21.     (N)    087 58 21.     (W)     SCALED    
 DE7666* NAVD 88     -       260.989  (meters)     856.26   (feet)  ADJUSTED  
 DE7666  ___________________________________________________________________
 DE7666  GEOID HEIGHT-         -36.01  (meters)                     GEOID03
 DE7666  DYNAMIC HT  -         260.946 (meters)     856.12  (feet)  COMP
 DE7666  MODELED GRAV-     980,448.6   (mgal)                       NAVD 88
 DE7666
 DE7666  VERT ORDER  -  SECOND    CLASS I
 DE7666
 DE7666.The horizontal coordinates were scaled from a topographic map and have
 DE7666.an estimated accuracy of +/- 6 seconds.
 DE7666
 DE7666.The orthometric height was determined by differential leveling
 DE7666.and adjusted by the National Geodetic Survey in May 2003..
 DE7666.No vertical observational check was made to the station.
 DE7666
 DE7666.The geoid height was determined by GEOID03.
 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     -   245,180.      762,090.      MT  (+/- 180 meters Scaled)
 DE7666
 DE7666                          SUPERSEDED SURVEY CONTROL
 DE7666
 DE7666.No superseded survey control is available for this station.
 DE7666
 DE7666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP222933(NAD 83)
 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 - September 06, 2005
 DE7666
 DE7666  HISTORY     - Date     Condition        Report By
 DE7666  HISTORY     - 2000     MONUMENTED       WIDT
 DE7666  HISTORY     - 20030619 GOOD             USPSQD
 DE7666  HISTORY     - 20050906 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7665 ***********************************************************************
 DE7665  DESIGNATION -  4L03
 DE7665  PID         -  DE7665
 DE7665  STATE/COUNTY-  WI/MANITOWOC
 DE7665  USGS QUAD   -  REEDSVILLE (1992)
 DE7665
 DE7665                         *CURRENT SURVEY CONTROL
 DE7665  ___________________________________________________________________
 DE7665* NAD 83(1986)-  44 11 22.     (N)    087 57 07.     (W)     SCALED    
 DE7665* NAVD 88     -       262.392  (meters)     860.86   (feet)  ADJUSTED  
 DE7665  ___________________________________________________________________
 DE7665  GEOID HEIGHT-         -36.01  (meters)                     GEOID03
 DE7665  DYNAMIC HT  -         262.350 (meters)     860.73  (feet)  COMP
 DE7665  MODELED GRAV-     980,450.1   (mgal)                       NAVD 88
 DE7665
 DE7665  VERT ORDER  -  SECOND    CLASS I
 DE7665
 DE7665.The horizontal coordinates were scaled from a topographic map and have
 DE7665.an estimated accuracy of +/- 6 seconds.
 DE7665
 DE7665.The orthometric height was determined by differential leveling
 DE7665.and adjusted by the National Geodetic Survey in May 2003..
 DE7665.No vertical observational check was made to the station.
 DE7665
 DE7665.The geoid height was determined by GEOID03.
 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     -   245,250.      763,730.      MT  (+/- 180 meters Scaled)
 DE7665
 DE7665                          SUPERSEDED SURVEY CONTROL
 DE7665
 DE7665.No superseded survey control is available for this station.
 DE7665
 DE7665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP239933(NAD 83)
 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 - September 06, 2005
 DE7665
 DE7665  HISTORY     - Date     Condition        Report By
 DE7665  HISTORY     - 2000     MONUMENTED       WIDT
 DE7665  HISTORY     - 20030619 GOOD             USPSQD
 DE7665  HISTORY     - 20050906 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7664 ***********************************************************************
 DE7664  DESIGNATION -  4L04
 DE7664  PID         -  DE7664
 DE7664  STATE/COUNTY-  WI/MANITOWOC
 DE7664  USGS QUAD   -  REEDSVILLE (1992)
 DE7664
 DE7664                         *CURRENT SURVEY CONTROL
 DE7664  ___________________________________________________________________
 DE7664* NAD 83(1986)-  44 11 22.     (N)    087 55 39.     (W)     SCALED    
 DE7664* NAVD 88     -       279.119  (meters)     915.74   (feet)  ADJUSTED  
 DE7664  ___________________________________________________________________
 DE7664  GEOID HEIGHT-         -36.01  (meters)                     GEOID03
 DE7664  DYNAMIC HT  -         279.075 (meters)     915.60  (feet)  COMP
 DE7664  MODELED GRAV-     980,451.8   (mgal)                       NAVD 88
 DE7664
 DE7664  VERT ORDER  -  SECOND    CLASS I
 DE7664
 DE7664.The horizontal coordinates were scaled from a topographic map and have
 DE7664.an estimated accuracy of +/- 6 seconds.
 DE7664
 DE7664.The orthometric height was determined by differential leveling
 DE7664.and adjusted by the National Geodetic Survey in May 2003..
 DE7664.No vertical observational check was made to the station.
 DE7664
 DE7664.The geoid height was determined by GEOID03.
 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     -   245,300.      765,690.      MT  (+/- 180 meters Scaled)
 DE7664
 DE7664                          SUPERSEDED SURVEY CONTROL
 DE7664
 DE7664.No superseded survey control is available for this station.
 DE7664
 DE7664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP258933(NAD 83)
 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 - September 06, 2005
 DE7664
 DE7664  HISTORY     - Date     Condition        Report By
 DE7664  HISTORY     - 2000     MONUMENTED       WIDT
 DE7664  HISTORY     - 20030619 GOOD             USPSQD
 DE7664  HISTORY     - 20050906 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7663 ***********************************************************************
 DE7663  DESIGNATION -  4L05
 DE7663  PID         -  DE7663
 DE7663  STATE/COUNTY-  WI/MANITOWOC
 DE7663  USGS QUAD   -  REEDSVILLE (1992)
 DE7663
 DE7663                         *CURRENT SURVEY CONTROL
 DE7663  ___________________________________________________________________
 DE7663* NAD 83(1986)-  44 11 22.     (N)    087 54 30.     (W)     SCALED    
 DE7663* NAVD 88     -       266.339  (meters)     873.81   (feet)  ADJUSTED  
 DE7663  ___________________________________________________________________
 DE7663  GEOID HEIGHT-         -36.01  (meters)                     GEOID03
 DE7663  DYNAMIC HT  -         266.297 (meters)     873.68  (feet)  COMP
 DE7663  MODELED GRAV-     980,452.9   (mgal)                       NAVD 88
 DE7663
 DE7663  VERT ORDER  -  SECOND    CLASS I
 DE7663
 DE7663.The horizontal coordinates were scaled from a topographic map and have
 DE7663.an estimated accuracy of +/- 6 seconds.
 DE7663
 DE7663.The orthometric height was determined by differential leveling
 DE7663.and adjusted by the National Geodetic Survey in May 2003..
 DE7663.No vertical observational check was made to the station.
 DE7663
 DE7663.The geoid height was determined by GEOID03.
 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     -   245,330.      767,220.      MT  (+/- 180 meters Scaled)
 DE7663
 DE7663                          SUPERSEDED SURVEY CONTROL
 DE7663
 DE7663.No superseded survey control is available for this station.
 DE7663
 DE7663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP274933(NAD 83)
 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 - September 06, 2005
 DE7663
 DE7663  HISTORY     - Date     Condition        Report By
 DE7663  HISTORY     - 2000     MONUMENTED       WIDT
 DE7663  HISTORY     - 20030619 GOOD             USPSQD
 DE7663  HISTORY     - 20050906 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7662 ***********************************************************************
 DE7662  DESIGNATION -  4L06
 DE7662  PID         -  DE7662
 DE7662  STATE/COUNTY-  WI/MANITOWOC
 DE7662  USGS QUAD   -  REEDSVILLE (1992)
 DE7662
 DE7662                         *CURRENT SURVEY CONTROL
 DE7662  ___________________________________________________________________
 DE7662* NAD 83(1986)-  44 11 27.     (N)    087 52 55.     (W)     SCALED    
 DE7662* NAVD 88     -       252.994  (meters)     830.03   (feet)  ADJUSTED  
 DE7662  ___________________________________________________________________
 DE7662  GEOID HEIGHT-         -36.01  (meters)                     GEOID03
 DE7662  DYNAMIC HT  -         252.954 (meters)     829.90  (feet)  COMP
 DE7662  MODELED GRAV-     980,454.2   (mgal)                       NAVD 88
 DE7662
 DE7662  VERT ORDER  -  SECOND    CLASS I
 DE7662
 DE7662.The horizontal coordinates were scaled from a topographic map and have
 DE7662.an estimated accuracy of +/- 6 seconds.
 DE7662
 DE7662.The orthometric height was determined by differential leveling
 DE7662.and adjusted by the National Geodetic Survey in May 2003..
 DE7662.No vertical observational check was made to the station.
 DE7662
 DE7662.The geoid height was determined by GEOID03.
 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     -   245,540.      769,320.      MT  (+/- 180 meters Scaled)
 DE7662
 DE7662                          SUPERSEDED SURVEY CONTROL
 DE7662
 DE7662.No superseded survey control is available for this station.
 DE7662
 DE7662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP295934(NAD 83)
 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 - September 06, 2005
 DE7662
 DE7662  HISTORY     - Date     Condition        Report By
 DE7662  HISTORY     - 2000     MONUMENTED       WIDT
 DE7662  HISTORY     - 20030619 GOOD             USPSQD
 DE7662  HISTORY     - 20050906 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7661 ***********************************************************************
 DE7661  DESIGNATION -  4L07
 DE7661  PID         -  DE7661
 DE7661  STATE/COUNTY-  WI/MANITOWOC
 DE7661  USGS QUAD   -  WHITELAW (1978)
 DE7661
 DE7661                         *CURRENT SURVEY CONTROL
 DE7661  ___________________________________________________________________
 DE7661* NAD 83(1986)-  44 11 21.     (N)    087 51 33.     (W)     SCALED    
 DE7661* NAVD 88     -       266.534  (meters)     874.45   (feet)  ADJUSTED  
 DE7661  ___________________________________________________________________
 DE7661  GEOID HEIGHT-         -36.02  (meters)                     GEOID03
 DE7661  DYNAMIC HT  -         266.493 (meters)     874.32  (feet)  COMP
 DE7661  MODELED GRAV-     980,454.7   (mgal)                       NAVD 88
 DE7661
 DE7661  VERT ORDER  -  SECOND    CLASS I
 DE7661
 DE7661.The horizontal coordinates were scaled from a topographic map and have
 DE7661.an estimated accuracy of +/- 6 seconds.
 DE7661
 DE7661.The orthometric height was determined by differential leveling
 DE7661.and adjusted by the National Geodetic Survey in May 2003..
 DE7661.No vertical observational check was made to the station.
 DE7661
 DE7661.The geoid height was determined by GEOID03.
 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     -   245,400.      771,150.      MT  (+/- 180 meters Scaled)
 DE7661
 DE7661                          SUPERSEDED SURVEY CONTROL
 DE7661
 DE7661.No superseded survey control is available for this station.
 DE7661
 DE7661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP313932(NAD 83)
 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 - September 06, 2005
 DE7661
 DE7661  HISTORY     - Date     Condition        Report By
 DE7661  HISTORY     - 2000     MONUMENTED       WIDT
 DE7661  HISTORY     - 20030619 GOOD             USPSQD
 DE7661  HISTORY     - 20050906 GOOD             WIDT
 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' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7660 ***********************************************************************
 DE7660  DESIGNATION -  4L08
 DE7660  PID         -  DE7660
 DE7660  STATE/COUNTY-  WI/MANITOWOC
 DE7660  USGS QUAD   -  WHITELAW (1978)
 DE7660
 DE7660                         *CURRENT SURVEY CONTROL
 DE7660  ___________________________________________________________________
 DE7660* NAD 83(1986)-  44 11 48.     (N)    087 51 07.     (W)     SCALED    
 DE7660* NAVD 88     -       255.283  (meters)     837.54   (feet)  ADJUSTED  
 DE7660  ___________________________________________________________________
 DE7660  GEOID HEIGHT-         -36.02  (meters)                     GEOID03
 DE7660  DYNAMIC HT  -         255.243 (meters)     837.41  (feet)  COMP
 DE7660  MODELED GRAV-     980,455.9   (mgal)                       NAVD 88
 DE7660
 DE7660  VERT ORDER  -  SECOND    CLASS I
 DE7660
 DE7660.The horizontal coordinates were scaled from a topographic map and have
 DE7660.an estimated accuracy of +/- 6 seconds.
 DE7660
 DE7660.The orthometric height was determined by differential leveling
 DE7660.and adjusted by the National Geodetic Survey in May 2003..
 DE7660.No vertical observational check was made to the station.
 DE7660
 DE7660.The geoid height was determined by GEOID03.
 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     -   246,250.      771,700.      MT  (+/- 180 meters Scaled)
 DE7660
 DE7660                          SUPERSEDED SURVEY CONTROL
 DE7660
 DE7660.No superseded survey control is available for this station.
 DE7660
 DE7660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP319940(NAD 83)
 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 SUITABLE FOR
 DE7660+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2005
 DE7660
 DE7660  HISTORY     - Date     Condition        Report By
 DE7660  HISTORY     - 2000     MONUMENTED       WIDT
 DE7660  HISTORY     - 20030619 GOOD             USPSQD
 DE7660  HISTORY     - 20050906 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7659 ***********************************************************************
 DE7659  DESIGNATION -  4L09
 DE7659  PID         -  DE7659
 DE7659  STATE/COUNTY-  WI/MANITOWOC
 DE7659  USGS QUAD   -  WHITELAW (1978)
 DE7659
 DE7659                         *CURRENT SURVEY CONTROL
 DE7659  ___________________________________________________________________
 DE7659* NAD 83(1986)-  44 11 50.     (N)    087 49 18.     (W)     SCALED    
 DE7659* NAVD 88     -       251.630  (meters)     825.56   (feet)  ADJUSTED  
 DE7659  ___________________________________________________________________
 DE7659  GEOID HEIGHT-         -36.04  (meters)                     GEOID03
 DE7659  DYNAMIC HT  -         251.591 (meters)     825.43  (feet)  COMP
 DE7659  MODELED GRAV-     980,456.8   (mgal)                       NAVD 88
 DE7659
 DE7659  VERT ORDER  -  SECOND    CLASS I
 DE7659
 DE7659.The horizontal coordinates were scaled from a topographic map and have
 DE7659.an estimated accuracy of +/- 6 seconds.
 DE7659
 DE7659.The orthometric height was determined by differential leveling
 DE7659.and adjusted by the National Geodetic Survey in May 2003..
 DE7659.No vertical observational check was made to the station.
 DE7659
 DE7659.The geoid height was determined by GEOID03.
 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     -   246,380.      774,120.      MT  (+/- 180 meters Scaled)
 DE7659
 DE7659                          SUPERSEDED SURVEY CONTROL
 DE7659
 DE7659.No superseded survey control is available for this station.
 DE7659
 DE7659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP343941(NAD 83)
 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 - September 06, 2005
 DE7659
 DE7659  HISTORY     - Date     Condition        Report By
 DE7659  HISTORY     - 2000     MONUMENTED       WIDT
 DE7659  HISTORY     - 20030619 GOOD             USPSQD
 DE7659  HISTORY     - 20050906 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7657 ***********************************************************************
 DE7657  DESIGNATION -  4L10
 DE7657  PID         -  DE7657
 DE7657  STATE/COUNTY-  WI/MANITOWOC
 DE7657  USGS QUAD   -  WHITELAW (1978)
 DE7657
 DE7657                         *CURRENT SURVEY CONTROL
 DE7657  ___________________________________________________________________
 DE7657* NAD 83(1986)-  44 11 48.     (N)    087 46 56.     (W)     SCALED    
 DE7657* NAVD 88     -       240.637  (meters)     789.49   (feet)  ADJUSTED  
 DE7657  ___________________________________________________________________
 DE7657  GEOID HEIGHT-         -36.06  (meters)                     GEOID03
 DE7657  DYNAMIC HT  -         240.600 (meters)     789.37  (feet)  COMP
 DE7657  MODELED GRAV-     980,458.0   (mgal)                       NAVD 88
 DE7657
 DE7657  VERT ORDER  -  SECOND    CLASS I
 DE7657
 DE7657.The horizontal coordinates were scaled from a topographic map and have
 DE7657.an estimated accuracy of +/- 6 seconds.
 DE7657
 DE7657.The orthometric height was determined by differential leveling
 DE7657.and adjusted by the National Geodetic Survey in May 2003..
 DE7657.No vertical observational check was made to the station.
 DE7657
 DE7657.The geoid height was determined by GEOID03.
 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.      777,280.      MT  (+/- 180 meters Scaled)
 DE7657
 DE7657                          SUPERSEDED SURVEY CONTROL
 DE7657
 DE7657.No superseded survey control is available for this station.
 DE7657
 DE7657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP374940(NAD 83)
 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 SUITABLE FOR
 DE7657+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2005
 DE7657
 DE7657  HISTORY     - Date     Condition        Report By
 DE7657  HISTORY     - 2000     MONUMENTED       WIDT
 DE7657  HISTORY     - 20030619 GOOD             USPSQD
 DE7657  HISTORY     - 20050906 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7656 ***********************************************************************
 DE7656  DESIGNATION -  4L11
 DE7656  PID         -  DE7656
 DE7656  STATE/COUNTY-  WI/MANITOWOC
 DE7656  USGS QUAD   -  WHITELAW (1978)
 DE7656
 DE7656                         *CURRENT SURVEY CONTROL
 DE7656  ___________________________________________________________________
 DE7656* NAD 83(1986)-  44 11 47.     (N)    087 45 33.     (W)     SCALED    
 DE7656* NAVD 88     -       228.859  (meters)     750.85   (feet)  ADJUSTED  
 DE7656  ___________________________________________________________________
 DE7656  GEOID HEIGHT-         -36.08  (meters)                     GEOID03
 DE7656  DYNAMIC HT  -         228.824 (meters)     750.73  (feet)  COMP
 DE7656  MODELED GRAV-     980,458.8   (mgal)                       NAVD 88
 DE7656
 DE7656  VERT ORDER  -  SECOND    CLASS I
 DE7656
 DE7656.The horizontal coordinates were scaled from a topographic map and have
 DE7656.an estimated accuracy of +/- 6 seconds.
 DE7656
 DE7656.The orthometric height was determined by differential leveling
 DE7656.and adjusted by the National Geodetic Survey in May 2003..
 DE7656.No vertical observational check was made to the station.
 DE7656
 DE7656.The geoid height was determined by GEOID03.
 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     -   246,420.      779,120.      MT  (+/- 180 meters Scaled)
 DE7656
 DE7656                          SUPERSEDED SURVEY CONTROL
 DE7656
 DE7656.No superseded survey control is available for this station.
 DE7656
 DE7656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP393939(NAD 83)
 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 - September 06, 2005
 DE7656
 DE7656  HISTORY     - Date     Condition        Report By
 DE7656  HISTORY     - 2000     MONUMENTED       WIDT
 DE7656  HISTORY     - 20030619 GOOD             USPSQD
 DE7656  HISTORY     - 20050906 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7655 ***********************************************************************
 DE7655  DESIGNATION -  4L12
 DE7655  PID         -  DE7655
 DE7655  STATE/COUNTY-  WI/MANITOWOC
 DE7655  USGS QUAD   -  MISHICOT (1978)
 DE7655
 DE7655                         *CURRENT SURVEY CONTROL
 DE7655  ___________________________________________________________________
 DE7655* NAD 83(1986)-  44 11 51.     (N)    087 43 56.     (W)     SCALED    
 DE7655* NAVD 88     -       231.216  (meters)     758.58   (feet)  ADJUSTED  
 DE7655  ___________________________________________________________________
 DE7655  GEOID HEIGHT-         -36.10  (meters)                     GEOID03
 DE7655  DYNAMIC HT  -         231.181 (meters)     758.47  (feet)  COMP
 DE7655  MODELED GRAV-     980,460.0   (mgal)                       NAVD 88
 DE7655
 DE7655  VERT ORDER  -  SECOND    CLASS I
 DE7655
 DE7655.The horizontal coordinates were scaled from a topographic map and have
 DE7655.an estimated accuracy of +/- 6 seconds.
 DE7655
 DE7655.The orthometric height was determined by differential leveling
 DE7655.and adjusted by the National Geodetic Survey in May 2003..
 DE7655.No vertical observational check was made to the station.
 DE7655
 DE7655.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 DE7655;SPC WI S     -   246,600.      781,270.      MT  (+/- 180 meters Scaled)
 DE7655
 DE7655                          SUPERSEDED SURVEY CONTROL
 DE7655
 DE7655.No superseded survey control is available for this station.
 DE7655
 DE7655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP414940(NAD 83)
 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 - September 06, 2005
 DE7655
 DE7655  HISTORY     - Date     Condition        Report By
 DE7655  HISTORY     - 2000     MONUMENTED       WIDT
 DE7655  HISTORY     - 20030619 GOOD             USPSQD
 DE7655  HISTORY     - 20050906 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7647 ***********************************************************************
 DE7647  DESIGNATION -  4L26
 DE7647  PID         -  DE7647
 DE7647  STATE/COUNTY-  WI/MANITOWOC
 DE7647  USGS QUAD   -  VALDERS (1992)
 DE7647
 DE7647                         *CURRENT SURVEY CONTROL
 DE7647  ___________________________________________________________________
 DE7647* NAD 83(1986)-  44 05 29.     (N)    087 59 56.     (W)     SCALED    
 DE7647* NAVD 88     -       244.766  (meters)     803.04   (feet)  ADJUSTED  
 DE7647  ___________________________________________________________________
 DE7647  GEOID HEIGHT-         -35.99  (meters)                     GEOID03
 DE7647  DYNAMIC HT  -         244.723 (meters)     802.90  (feet)  COMP
 DE7647  MODELED GRAV-     980,437.5   (mgal)                       NAVD 88
 DE7647
 DE7647  VERT ORDER  -  SECOND    CLASS I
 DE7647
 DE7647.The horizontal coordinates were scaled from a topographic map and have
 DE7647.an estimated accuracy of +/- 6 seconds.
 DE7647
 DE7647.The orthometric height was determined by differential leveling
 DE7647.and adjusted by the National Geodetic Survey in May 2003..
 DE7647
 DE7647.The geoid height was determined by GEOID03.
 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     -   234,260.      760,240.      MT  (+/- 180 meters Scaled)
 DE7647
 DE7647                          SUPERSEDED SURVEY CONTROL
 DE7647
 DE7647.No superseded survey control is available for this station.
 DE7647
 DE7647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP200825(NAD 83)
 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 - June 19, 2003
 DE7647
 DE7647  HISTORY     - Date     Condition        Report By
 DE7647  HISTORY     - 2001     MONUMENTED       WIDT
 DE7647  HISTORY     - 20030619 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7648 ***********************************************************************
 DE7648  DESIGNATION -  4L27
 DE7648  PID         -  DE7648
 DE7648  STATE/COUNTY-  WI/MANITOWOC
 DE7648  USGS QUAD   -  VALDERS (1992)
 DE7648
 DE7648                         *CURRENT SURVEY CONTROL
 DE7648  ___________________________________________________________________
 DE7648* NAD 83(1986)-  44 05 03.     (N)    087 58 26.     (W)     SCALED    
 DE7648* NAVD 88     -       246.356  (meters)     808.25   (feet)  ADJUSTED  
 DE7648  ___________________________________________________________________
 DE7648  GEOID HEIGHT-         -35.99  (meters)                     GEOID03
 DE7648  DYNAMIC HT  -         246.313 (meters)     808.11  (feet)  COMP
 DE7648  MODELED GRAV-     980,436.6   (mgal)                       NAVD 88
 DE7648
 DE7648  VERT ORDER  -  SECOND    CLASS I
 DE7648
 DE7648.The horizontal coordinates were scaled from a topographic map and have
 DE7648.an estimated accuracy of +/- 6 seconds.
 DE7648
 DE7648.The orthometric height was determined by differential leveling
 DE7648.and adjusted by the National Geodetic Survey in May 2003..
 DE7648
 DE7648.The geoid height was determined by GEOID03.
 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     -   233,510.      762,260.      MT  (+/- 180 meters Scaled)
 DE7648
 DE7648                          SUPERSEDED SURVEY CONTROL
 DE7648
 DE7648.No superseded survey control is available for this station.
 DE7648
 DE7648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP220816(NAD 83)
 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 - June 19, 2003
 DE7648
 DE7648  HISTORY     - Date     Condition        Report By
 DE7648  HISTORY     - 2001     MONUMENTED       WIDT
 DE7648  HISTORY     - 20030619 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7721 ***********************************************************************
 DE7721  DESIGNATION -  4L28
 DE7721  PID         -  DE7721
 DE7721  STATE/COUNTY-  WI/MANITOWOC
 DE7721  USGS QUAD   -  VALDERS (1992)
 DE7721
 DE7721                         *CURRENT SURVEY CONTROL
 DE7721  ___________________________________________________________________
 DE7721* NAD 83(1986)-  44 04 31.     (N)    087 55 38.     (W)     SCALED    
 DE7721* NAVD 88     -       247.493  (meters)     811.98   (feet)  ADJUSTED  
 DE7721  ___________________________________________________________________
 DE7721  GEOID HEIGHT-         -35.99  (meters)                     GEOID03
 DE7721  DYNAMIC HT  -         247.450 (meters)     811.84  (feet)  COMP
 DE7721  MODELED GRAV-     980,436.1   (mgal)                       NAVD 88
 DE7721
 DE7721  VERT ORDER  -  SECOND    CLASS I
 DE7721
 DE7721.The horizontal coordinates were scaled from a topographic map and have
 DE7721.an estimated accuracy of +/- 6 seconds.
 DE7721
 DE7721.The orthometric height was determined by differential leveling
 DE7721.and adjusted by the National Geodetic Survey in May 2003..
 DE7721
 DE7721.The geoid height was determined by GEOID03.
 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     -   232,620.      766,020.      MT  (+/- 180 meters Scaled)
 DE7721
 DE7721                          SUPERSEDED SURVEY CONTROL
 DE7721
 DE7721.No superseded survey control is available for this station.
 DE7721
 DE7721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP257806(NAD 83)
 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 - June 19, 2003
 DE7721
 DE7721  HISTORY     - Date     Condition        Report By
 DE7721  HISTORY     - 20000823 MONUMENTED       WIDT
 DE7721  HISTORY     - 20030619 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7649 ***********************************************************************
 DE7649  DESIGNATION -  4L29
 DE7649  PID         -  DE7649
 DE7649  STATE/COUNTY-  WI/MANITOWOC
 DE7649  USGS QUAD   -  VALDERS (1992)
 DE7649
 DE7649                         *CURRENT SURVEY CONTROL
 DE7649  ___________________________________________________________________
 DE7649* NAD 83(1986)-  44 04 03.     (N)    087 54 08.     (W)     SCALED    
 DE7649* NAVD 88     -       253.748  (meters)     832.50   (feet)  ADJUSTED  
 DE7649  ___________________________________________________________________
 DE7649  GEOID HEIGHT-         -35.99  (meters)                     GEOID03
 DE7649  DYNAMIC HT  -         253.703 (meters)     832.36  (feet)  COMP
 DE7649  MODELED GRAV-     980,435.6   (mgal)                       NAVD 88
 DE7649
 DE7649  VERT ORDER  -  SECOND    CLASS I
 DE7649
 DE7649.The horizontal coordinates were scaled from a topographic map and have
 DE7649.an estimated accuracy of +/- 6 seconds.
 DE7649
 DE7649.The orthometric height was determined by differential leveling
 DE7649.and adjusted by the National Geodetic Survey in May 2003..
 DE7649
 DE7649.The geoid height was determined by GEOID03.
 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     -   231,800.      768,050.      MT  (+/- 180 meters Scaled)
 DE7649
 DE7649                          SUPERSEDED SURVEY CONTROL
 DE7649
 DE7649.No superseded survey control is available for this station.
 DE7649
 DE7649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP277797(NAD 83)
 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 - June 19, 2003
 DE7649
 DE7649  HISTORY     - Date     Condition        Report By
 DE7649  HISTORY     - 20000823 MONUMENTED       WIDT
 DE7649  HISTORY     - 20030619 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7751 ***********************************************************************
 DE7751  DESIGNATION -  4L30
 DE7751  PID         -  DE7751
 DE7751  STATE/COUNTY-  WI/MANITOWOC
 DE7751  USGS QUAD   -  CLARKS MILLS (1978)
 DE7751
 DE7751                         *CURRENT SURVEY CONTROL
 DE7751  ___________________________________________________________________
 DE7751* NAD 83(1986)-  44 04 43.     (N)    087 50 13.     (W)     SCALED    
 DE7751* NAVD 88     -       259.666  (meters)     851.92   (feet)  ADJUSTED  
 DE7751  ___________________________________________________________________
 DE7751  GEOID HEIGHT-         -36.02  (meters)                     GEOID03
 DE7751  DYNAMIC HT  -         259.621 (meters)     851.77  (feet)  COMP
 DE7751  MODELED GRAV-     980,440.0   (mgal)                       NAVD 88
 DE7751
 DE7751  VERT ORDER  -  SECOND    CLASS I
 DE7751
 DE7751.The horizontal coordinates were scaled from a topographic map and have
 DE7751.an estimated accuracy of +/- 6 seconds.
 DE7751
 DE7751.The orthometric height was determined by differential leveling
 DE7751.and adjusted by the National Geodetic Survey in May 2003..
 DE7751
 DE7751.The geoid height was determined by GEOID03.
 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     -   233,170.      773,240.      MT  (+/- 180 meters Scaled)
 DE7751
 DE7751                          SUPERSEDED SURVEY CONTROL
 DE7751
 DE7751.No superseded survey control is available for this station.
 DE7751
 DE7751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP329809(NAD 83)
 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 - June 19, 2003
 DE7751
 DE7751  HISTORY     - Date     Condition        Report By
 DE7751  HISTORY     - 2000     MONUMENTED       WIDT
 DE7751  HISTORY     - 20030619 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7752 ***********************************************************************
 DE7752  DESIGNATION -  4L31
 DE7752  PID         -  DE7752
 DE7752  STATE/COUNTY-  WI/MANITOWOC
 DE7752  USGS QUAD   -  CLARKS MILLS (1978)
 DE7752
 DE7752                         *CURRENT SURVEY CONTROL
 DE7752  ___________________________________________________________________
 DE7752* NAD 83(1986)-  44 04 23.     (N)    087 48 04.     (W)     SCALED    
 DE7752* NAVD 88     -       236.672  (meters)     776.48   (feet)  ADJUSTED  
 DE7752  ___________________________________________________________________
 DE7752  GEOID HEIGHT-         -36.03  (meters)                     GEOID03
 DE7752  DYNAMIC HT  -         236.632 (meters)     776.35  (feet)  COMP
 DE7752  MODELED GRAV-     980,441.0   (mgal)                       NAVD 88
 DE7752
 DE7752  VERT ORDER  -  SECOND    CLASS I
 DE7752
 DE7752.The horizontal coordinates were scaled from a topographic map and have
 DE7752.an estimated accuracy of +/- 6 seconds.
 DE7752
 DE7752.The orthometric height was determined by differential leveling
 DE7752.and adjusted by the National Geodetic Survey in May 2003..
 DE7752
 DE7752.The geoid height was determined by GEOID03.
 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     -   232,630.      776,130.      MT  (+/- 180 meters Scaled)
 DE7752
 DE7752                          SUPERSEDED SURVEY CONTROL
 DE7752
 DE7752.No superseded survey control is available for this station.
 DE7752
 DE7752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP358802(NAD 83)
 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 - June 19, 2003
 DE7752
 DE7752  HISTORY     - Date     Condition        Report By
 DE7752  HISTORY     - 2000     MONUMENTED       WIDT
 DE7752  HISTORY     - 20030619 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7652 ***********************************************************************
 DE7652  DESIGNATION -  4L44
 DE7652  PID         -  DE7652
 DE7652  STATE/COUNTY-  WI/MANITOWOC
 DE7652  USGS QUAD   -  DENMARK (1978)
 DE7652
 DE7652                         *CURRENT SURVEY CONTROL
 DE7652  ___________________________________________________________________
 DE7652* NAD 83(1986)-  44 16 35.     (N)    087 47 08.     (W)     SCALED    
 DE7652* NAVD 88     -       236.658  (meters)     776.44   (feet)  ADJUSTED  
 DE7652  ___________________________________________________________________
 DE7652  GEOID HEIGHT-         -36.06  (meters)                     GEOID03
 DE7652  DYNAMIC HT  -         236.624 (meters)     776.32  (feet)  COMP
 DE7652  MODELED GRAV-     980,466.1   (mgal)                       NAVD 88
 DE7652
 DE7652  VERT ORDER  -  SECOND    CLASS I
 DE7652
 DE7652.The horizontal coordinates were scaled from a topographic map and have
 DE7652.an estimated accuracy of +/- 6 seconds.
 DE7652
 DE7652.The orthometric height was determined by differential leveling
 DE7652.and adjusted by the National Geodetic Survey in May 2003..
 DE7652
 DE7652.The geoid height was determined by GEOID03.
 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     -   255,250.      776,770.      MT  (+/- 180 meters Scaled)
 DE7652
 DE7652                          SUPERSEDED SURVEY CONTROL
 DE7652
 DE7652.No superseded survey control is available for this station.
 DE7652
 DE7652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ373028(NAD 83)
 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 NOT SUITABLE FOR
 DE7652+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2003
 DE7652
 DE7652  HISTORY     - Date     Condition        Report By
 DE7652  HISTORY     - 2000     MONUMENTED       WIDT
 DE7652  HISTORY     - 20030619 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7653 ***********************************************************************
 DE7653  DESIGNATION -  4L45
 DE7653  PID         -  DE7653
 DE7653  STATE/COUNTY-  WI/MANITOWOC
 DE7653  USGS QUAD   -  DENMARK (1978)
 DE7653
 DE7653                         *CURRENT SURVEY CONTROL
 DE7653  ___________________________________________________________________
 DE7653* NAD 83(1986)-  44 16 36.     (N)    087 45 15.     (W)     SCALED    
 DE7653* NAVD 88     -       202.641  (meters)     664.83   (feet)  ADJUSTED  
 DE7653  ___________________________________________________________________
 DE7653  GEOID HEIGHT-         -36.08  (meters)                     GEOID03
 DE7653  DYNAMIC HT  -         202.611 (meters)     664.73  (feet)  COMP
 DE7653  MODELED GRAV-     980,467.1   (mgal)                       NAVD 88
 DE7653
 DE7653  VERT ORDER  -  SECOND    CLASS I
 DE7653
 DE7653.The horizontal coordinates were scaled from a topographic map and have
 DE7653.an estimated accuracy of +/- 6 seconds.
 DE7653
 DE7653.The orthometric height was determined by differential leveling
 DE7653.and adjusted by the National Geodetic Survey in May 2003..
 DE7653
 DE7653.The geoid height was determined by GEOID03.
 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     -   255,340.      779,280.      MT  (+/- 180 meters Scaled)
 DE7653
 DE7653                          SUPERSEDED SURVEY CONTROL
 DE7653
 DE7653.No superseded survey control is available for this station.
 DE7653
 DE7653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ398028(NAD 83)
 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 - June 19, 2003
 DE7653
 DE7653  HISTORY     - Date     Condition        Report By
 DE7653  HISTORY     - 2000     MONUMENTED       WIDT
 DE7653  HISTORY     - 20030619 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7654 ***********************************************************************
 DE7654  DESIGNATION -  4L46
 DE7654  PID         -  DE7654
 DE7654  STATE/COUNTY-  WI/MANITOWOC
 DE7654  USGS QUAD   -  LARRABEE (1978)
 DE7654
 DE7654                         *CURRENT SURVEY CONTROL
 DE7654  ___________________________________________________________________
 DE7654* NAD 83(1986)-  44 16 15.     (N)    087 43 28.     (W)     SCALED    
 DE7654* NAVD 88     -       229.315  (meters)     752.34   (feet)  ADJUSTED  
 DE7654  ___________________________________________________________________
 DE7654  GEOID HEIGHT-         -36.10  (meters)                     GEOID03
 DE7654  DYNAMIC HT  -         229.281 (meters)     752.23  (feet)  COMP
 DE7654  MODELED GRAV-     980,467.8   (mgal)                       NAVD 88
 DE7654
 DE7654  VERT ORDER  -  SECOND    CLASS I
 DE7654
 DE7654.The horizontal coordinates were scaled from a topographic map and have
 DE7654.an estimated accuracy of +/- 6 seconds.
 DE7654
 DE7654.The orthometric height was determined by differential leveling
 DE7654.and adjusted by the National Geodetic Survey in May 2003..
 DE7654
 DE7654.The geoid height was determined by GEOID03.
 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     -   254,760.      781,670.      MT  (+/- 180 meters Scaled)
 DE7654
 DE7654                          SUPERSEDED SURVEY CONTROL
 DE7654
 DE7654.No superseded survey control is available for this station.
 DE7654
 DE7654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ421022(NAD 83)
 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 - June 19, 2003
 DE7654
 DE7654  HISTORY     - Date     Condition        Report By
 DE7654  HISTORY     - 2000     MONUMENTED       WIDT
 DE7654  HISTORY     - 20030619 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7684 ***********************************************************************
 DE7684  DESIGNATION -  4L47
 DE7684  PID         -  DE7684
 DE7684  STATE/COUNTY-  WI/MANITOWOC
 DE7684  USGS QUAD   -  LARRABEE (1978)
 DE7684
 DE7684                         *CURRENT SURVEY CONTROL
 DE7684  ___________________________________________________________________
 DE7684* NAD 83(1986)-  44 15 59.     (N)    087 42 56.     (W)     SCALED    
 DE7684* NAVD 88     -       222.221  (meters)     729.07   (feet)  ADJUSTED  
 DE7684  ___________________________________________________________________
 DE7684  GEOID HEIGHT-         -36.11  (meters)                     GEOID03
 DE7684  DYNAMIC HT  -         222.188 (meters)     728.96  (feet)  COMP
 DE7684  MODELED GRAV-     980,467.7   (mgal)                       NAVD 88
 DE7684
 DE7684  VERT ORDER  -  SECOND    CLASS I
 DE7684
 DE7684.The horizontal coordinates were scaled from a topographic map and have
 DE7684.an estimated accuracy of +/- 6 seconds.
 DE7684
 DE7684.The orthometric height was determined by differential leveling
 DE7684.and adjusted by the National Geodetic Survey in May 2003..
 DE7684
 DE7684.The geoid height was determined by GEOID03.
 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     -   254,290.      782,390.      MT  (+/- 180 meters Scaled)
 DE7684
 DE7684                          SUPERSEDED SURVEY CONTROL
 DE7684
 DE7684.No superseded survey control is available for this station.
 DE7684
 DE7684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ428017(NAD 83)
 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 - June 19, 2003
 DE7684
 DE7684  HISTORY     - Date     Condition        Report By
 DE7684  HISTORY     - 2000     MONUMENTED       WIDT
 DE7684  HISTORY     - 20030619 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7685 ***********************************************************************
 DE7685  DESIGNATION -  4L48
 DE7685  PID         -  DE7685
 DE7685  STATE/COUNTY-  WI/MANITOWOC
 DE7685  USGS QUAD   -  LARRABEE (1978)
 DE7685
 DE7685                         *CURRENT SURVEY CONTROL
 DE7685  ___________________________________________________________________
 DE7685* NAD 83(1986)-  44 15 01.     (N)    087 42 30.     (W)     SCALED    
 DE7685* NAVD 88     -       203.767  (meters)     668.53   (feet)  ADJUSTED  
 DE7685  ___________________________________________________________________
 DE7685  GEOID HEIGHT-         -36.12  (meters)                     GEOID03
 DE7685  DYNAMIC HT  -         203.737 (meters)     668.43  (feet)  COMP
 DE7685  MODELED GRAV-     980,466.5   (mgal)                       NAVD 88
 DE7685
 DE7685  VERT ORDER  -  SECOND    CLASS I
 DE7685
 DE7685.The horizontal coordinates were scaled from a topographic map and have
 DE7685.an estimated accuracy of +/- 6 seconds.
 DE7685
 DE7685.The orthometric height was determined by differential leveling
 DE7685.and adjusted by the National Geodetic Survey in May 2003..
 DE7685
 DE7685.The geoid height was determined by GEOID03.
 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     -   252,510.      783,020.      MT  (+/- 180 meters Scaled)
 DE7685
 DE7685                          SUPERSEDED SURVEY CONTROL
 DE7685
 DE7685.No superseded survey control is available for this station.
 DE7685
 DE7685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP434999(NAD 83)
 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 - June 19, 2003
 DE7685
 DE7685  HISTORY     - Date     Condition        Report By
 DE7685  HISTORY     - 2000     MONUMENTED       WIDT
 DE7685  HISTORY     - 20030619 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7691 ***********************************************************************
 DE7691  DESIGNATION -  4L49
 DE7691  PID         -  DE7691
 DE7691  STATE/COUNTY-  WI/MANITOWOC
 DE7691  USGS QUAD   -  MISHICOT (1978)
 DE7691
 DE7691                         *CURRENT SURVEY CONTROL
 DE7691  ___________________________________________________________________
 DE7691* NAD 83(1986)-  44 12 49.     (N)    087 42 40.     (W)     SCALED    
 DE7691* NAVD 88     -       208.927  (meters)     685.45   (feet)  ADJUSTED  
 DE7691  ___________________________________________________________________
 DE7691  GEOID HEIGHT-         -36.11  (meters)                     GEOID03
 DE7691  DYNAMIC HT  -         208.895 (meters)     685.35  (feet)  COMP
 DE7691  MODELED GRAV-     980,462.7   (mgal)                       NAVD 88
 DE7691
 DE7691  VERT ORDER  -  SECOND    CLASS I
 DE7691
 DE7691.The horizontal coordinates were scaled from a topographic map and have
 DE7691.an estimated accuracy of +/- 6 seconds.
 DE7691
 DE7691.The orthometric height was determined by differential leveling
 DE7691.and adjusted by the National Geodetic Survey in May 2003..
 DE7691
 DE7691.The geoid height was determined by GEOID03.
 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     -   248,430.      782,910.      MT  (+/- 180 meters Scaled)
 DE7691
 DE7691                          SUPERSEDED SURVEY CONTROL
 DE7691
 DE7691.No superseded survey control is available for this station.
 DE7691
 DE7691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP431958(NAD 83)
 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 - June 19, 2003
 DE7691
 DE7691  HISTORY     - Date     Condition        Report By
 DE7691  HISTORY     - 2000     MONUMENTED       WIDT
 DE7691  HISTORY     - 20030619 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5460 ***********************************************************************
 DH5460  DESIGNATION -  4U10
 DH5460  PID         -  DH5460
 DH5460  STATE/COUNTY-  WI/PORTAGE
 DH5460  USGS QUAD   -  COLOMA NW (1984)
 DH5460
 DH5460                         *CURRENT SURVEY CONTROL
 DH5460  ___________________________________________________________________
 DH5460* NAD 83(1997)-  44 14 50.94900(N)    089 42 35.80200(W)     ADJUSTED  
 DH5460* NAVD 88     -                                                        
 DH5460  ___________________________________________________________________
 DH5460  X           -      23,168.202 (meters)                     COMP
 DH5460  Y           -  -4,576,472.857 (meters)                     COMP
 DH5460  Z           -   4,428,026.871 (meters)                     COMP
 DH5460  LAPLACE CORR-          -5.15  (seconds)                    DEFLEC99
 DH5460  ELLIP HEIGHT-         279.80  (meters)          (08/01/05) GPS OBS
 DH5460  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 DH5460
 DH5460  HORZ ORDER  -  FIRST
 DH5460  ELLP ORDER  -  SECOND    CLASS I
 DH5460
 DH5460.The horizontal coordinates were established by GPS observations
 DH5460.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5460
 DH5460
 DH5460.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5460
 DH5460.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5460
 DH5460.The ellipsoidal height was determined by GPS observations
 DH5460.and is referenced to NAD 83.
 DH5460
 DH5460.The geoid height was determined by GEOID03.
 DH5460
 DH5460;                    North         East     Units Scale Factor Converg.
 DH5460;SPC WI C     -    46,061.341   623,167.248   MT  1.00000048   +0 12 16.8
 DH5460;SPC WI C     -   151,119.58  2,044,507.88   sFT  1.00000048   +0 12 16.8
 DH5460;UTM  16      - 4,902,932.758   283,635.496   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  =   1.00013189
 DH5460
 DH5460                          SUPERSEDED SURVEY CONTROL
 DH5460
 DH5460.No superseded survey control is available for this station.
 DH5460
 DH5460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ8363502933(NAD 83)
 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 - 2004
 DH5460
 DH5460  HISTORY     - Date     Condition        Report By
 DH5460  HISTORY     - 2003     MONUMENTED       WIDT
 DH5460  HISTORY     - 2004     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7394 ***********************************************************************
 DE7394  DESIGNATION -  4W01
 DE7394  PID         -  DE7394
 DE7394  STATE/COUNTY-  WI/WAUSHARA
 DE7394  USGS QUAD   -  BERLIN (1980)
 DE7394
 DE7394                         *CURRENT SURVEY CONTROL
 DE7394  ___________________________________________________________________
 DE7394* NAD 83(1986)-  43 59 33.     (N)    088 56 46.     (W)     SCALED    
 DE7394* NAVD 88     -       233.181  (meters)     765.03   (feet)  ADJUSTED  
 DE7394  ___________________________________________________________________
 DE7394  GEOID HEIGHT-         -36.28  (meters)                     GEOID03
 DE7394  DYNAMIC HT  -         233.131 (meters)     764.86  (feet)  COMP
 DE7394  MODELED GRAV-     980,399.7   (mgal)                       NAVD 88
 DE7394
 DE7394  VERT ORDER  -  SECOND    CLASS I
 DE7394
 DE7394.The horizontal coordinates were scaled from a topographic map and have
 DE7394.an estimated accuracy of +/- 6 seconds.
 DE7394
 DE7394.The orthometric height was determined by differential leveling
 DE7394.and adjusted by the National Geodetic Survey in May 2003..
 DE7394
 DE7394.The geoid height was determined by GEOID03.
 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     -   221,890.      684,540.      MT  (+/- 180 meters Scaled)
 DE7394
 DE7394                          SUPERSEDED SURVEY CONTROL
 DE7394
 DE7394.No superseded survey control is available for this station.
 DE7394
 DE7394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP439728(NAD 83)
 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 = OCTOBER  7, 2006
 DE7395 ***********************************************************************
 DE7395  DESIGNATION -  4W02
 DE7395  PID         -  DE7395
 DE7395  STATE/COUNTY-  WI/WAUSHARA
 DE7395  USGS QUAD   -  AURORAVILLE (1961)
 DE7395
 DE7395                         *CURRENT SURVEY CONTROL
 DE7395  ___________________________________________________________________
 DE7395* NAD 83(1986)-  44 00 47.     (N)    088 56 50.     (W)     SCALED    
 DE7395* NAVD 88     -       236.162  (meters)     774.81   (feet)  ADJUSTED  
 DE7395  ___________________________________________________________________
 DE7395  GEOID HEIGHT-         -36.31  (meters)                     GEOID03
 DE7395  DYNAMIC HT  -         236.112 (meters)     774.64  (feet)  COMP
 DE7395  MODELED GRAV-     980,402.6   (mgal)                       NAVD 88
 DE7395
 DE7395  VERT ORDER  -  SECOND    CLASS I
 DE7395
 DE7395.The horizontal coordinates were scaled from a topographic map and have
 DE7395.an estimated accuracy of +/- 6 seconds.
 DE7395
 DE7395.The orthometric height was determined by differential leveling
 DE7395.and adjusted by the National Geodetic Survey in May 2003..
 DE7395
 DE7395.The geoid height was determined by GEOID03.
 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     -   224,170.      684,420.      MT  (+/- 180 meters Scaled)
 DE7395
 DE7395                          SUPERSEDED SURVEY CONTROL
 DE7395
 DE7395.No superseded survey control is available for this station.
 DE7395
 DE7395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP439751(NAD 83)
 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 = OCTOBER  7, 2006
 DE7396 ***********************************************************************
 DE7396  DESIGNATION -  4W03
 DE7396  PID         -  DE7396
 DE7396  STATE/COUNTY-  WI/WAUSHARA
 DE7396  USGS QUAD   -  AURORAVILLE (1961)
 DE7396
 DE7396                         *CURRENT SURVEY CONTROL
 DE7396  ___________________________________________________________________
 DE7396* NAD 83(1986)-  44 01 54.     (N)    088 58 06.     (W)     SCALED    
 DE7396* NAVD 88     -       233.165  (meters)     764.98   (feet)  ADJUSTED  
 DE7396  ___________________________________________________________________
 DE7396  GEOID HEIGHT-         -36.32  (meters)                     GEOID03
 DE7396  DYNAMIC HT  -         233.116 (meters)     764.81  (feet)  COMP
 DE7396  MODELED GRAV-     980,405.1   (mgal)                       NAVD 88
 DE7396
 DE7396  VERT ORDER  -  SECOND    CLASS I
 DE7396
 DE7396.The horizontal coordinates were scaled from a topographic map and have
 DE7396.an estimated accuracy of +/- 6 seconds.
 DE7396
 DE7396.The orthometric height was determined by differential leveling
 DE7396.and adjusted by the National Geodetic Survey in May 2003..
 DE7396
 DE7396.The geoid height was determined by GEOID03.
 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     -   226,220.      682,700.      MT  (+/- 180 meters Scaled)
 DE7396
 DE7396                          SUPERSEDED SURVEY CONTROL
 DE7396
 DE7396.No superseded survey control is available for this station.
 DE7396
 DE7396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP422772(NAD 83)
 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 = OCTOBER  7, 2006
 DE7397 ***********************************************************************
 DE7397  DESIGNATION -  4W04
 DE7397  PID         -  DE7397
 DE7397  STATE/COUNTY-  WI/WAUSHARA
 DE7397  USGS QUAD   -  AURORAVILLE (1961)
 DE7397
 DE7397                         *CURRENT SURVEY CONTROL
 DE7397  ___________________________________________________________________
 DE7397* NAD 83(1986)-  44 02 36.     (N)    088 59 05.     (W)     SCALED    
 DE7397* NAVD 88     -       243.709  (meters)     799.57   (feet)  ADJUSTED  
 DE7397  ___________________________________________________________________
 DE7397  GEOID HEIGHT-         -36.33  (meters)                     GEOID03
 DE7397  DYNAMIC HT  -         243.659 (meters)     799.40  (feet)  COMP
 DE7397  MODELED GRAV-     980,406.8   (mgal)                       NAVD 88
 DE7397
 DE7397  VERT ORDER  -  SECOND    CLASS I
 DE7397
 DE7397.The horizontal coordinates were scaled from a topographic map and have
 DE7397.an estimated accuracy of +/- 6 seconds.
 DE7397
 DE7397.The orthometric height was determined by differential leveling
 DE7397.and adjusted by the National Geodetic Survey in May 2003..
 DE7397
 DE7397.The geoid height was determined by GEOID03.
 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     -   227,500.      681,370.      MT  (+/- 180 meters Scaled)
 DE7397
 DE7397                          SUPERSEDED SURVEY CONTROL
 DE7397
 DE7397.No superseded survey control is available for this station.
 DE7397
 DE7397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP409786(NAD 83)
 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 = OCTOBER  7, 2006
 DE7398 ***********************************************************************
 DE7398  DESIGNATION -  4W05
 DE7398  PID         -  DE7398
 DE7398  STATE/COUNTY-  WI/WAUSHARA
 DE7398  USGS QUAD   -  AURORAVILLE (1961)
 DE7398
 DE7398                         *CURRENT SURVEY CONTROL
 DE7398  ___________________________________________________________________
 DE7398* NAD 83(1986)-  44 03 38.     (N)    088 59 19.     (W)     SCALED    
 DE7398* NAVD 88     -       240.936  (meters)     790.47   (feet)  ADJUSTED  
 DE7398  ___________________________________________________________________
 DE7398  GEOID HEIGHT-         -36.35  (meters)                     GEOID03
 DE7398  DYNAMIC HT  -         240.887 (meters)     790.31  (feet)  COMP
 DE7398  MODELED GRAV-     980,409.3   (mgal)                       NAVD 88
 DE7398
 DE7398  VERT ORDER  -  SECOND    CLASS I
 DE7398
 DE7398.The horizontal coordinates were scaled from a topographic map and have
 DE7398.an estimated accuracy of +/- 6 seconds.
 DE7398
 DE7398.The orthometric height was determined by differential leveling
 DE7398.and adjusted by the National Geodetic Survey in May 2003..
 DE7398
 DE7398.The geoid height was determined by GEOID03.
 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     -   229,410.      681,040.      MT  (+/- 180 meters Scaled)
 DE7398
 DE7398                          SUPERSEDED SURVEY CONTROL
 DE7398
 DE7398.No superseded survey control is available for this station.
 DE7398
 DE7398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP407805(NAD 83)
 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 = OCTOBER  7, 2006
 DE7399 ***********************************************************************
 DE7399  DESIGNATION -  4W06
 DE7399  PID         -  DE7399
 DE7399  STATE/COUNTY-  WI/WAUSHARA
 DE7399  USGS QUAD   -  AURORAVILLE (1961)
 DE7399
 DE7399                         *CURRENT SURVEY CONTROL
 DE7399  ___________________________________________________________________
 DE7399* NAD 83(1986)-  44 05 56.     (N)    088 59 08.     (W)     SCALED    
 DE7399* NAVD 88     -       238.232  (meters)     781.60   (feet)  ADJUSTED  
 DE7399  ___________________________________________________________________
 DE7399  GEOID HEIGHT-         -36.38  (meters)                     GEOID03
 DE7399  DYNAMIC HT  -         238.185 (meters)     781.45  (feet)  COMP
 DE7399  MODELED GRAV-     980,414.0   (mgal)                       NAVD 88
 DE7399
 DE7399  VERT ORDER  -  SECOND    CLASS I
 DE7399
 DE7399.The horizontal coordinates were scaled from a topographic map and have
 DE7399.an estimated accuracy of +/- 6 seconds.
 DE7399
 DE7399.The orthometric height was determined by differential leveling
 DE7399.and adjusted by the National Geodetic Survey in May 2003..
 DE7399
 DE7399.The geoid height was determined by GEOID03.
 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     -   233,670.      681,230.      MT  (+/- 180 meters Scaled)
 DE7399
 DE7399                          SUPERSEDED SURVEY CONTROL
 DE7399
 DE7399.No superseded survey control is available for this station.
 DE7399
 DE7399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP410847(NAD 83)
 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 - August 13, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7400 ***********************************************************************
 DE7400  DESIGNATION -  4W07
 DE7400  PID         -  DE7400
 DE7400  STATE/COUNTY-  WI/WAUSHARA
 DE7400  USGS QUAD   -  AURORAVILLE (1961)
 DE7400
 DE7400                         *CURRENT SURVEY CONTROL
 DE7400  ___________________________________________________________________
 DE7400* NAD 83(1986)-  44 07 11.     (N)    088 59 09.     (W)     SCALED    
 DE7400* NAVD 88     -       249.103  (meters)     817.27   (feet)  ADJUSTED  
 DE7400  ___________________________________________________________________
 DE7400  GEOID HEIGHT-         -36.39  (meters)                     GEOID03
 DE7400  DYNAMIC HT  -         249.054 (meters)     817.10  (feet)  COMP
 DE7400  MODELED GRAV-     980,416.3   (mgal)                       NAVD 88
 DE7400
 DE7400  VERT ORDER  -  SECOND    CLASS I
 DE7400
 DE7400.The horizontal coordinates were scaled from a topographic map and have
 DE7400.an estimated accuracy of +/- 6 seconds.
 DE7400
 DE7400.The orthometric height was determined by differential leveling
 DE7400.and adjusted by the National Geodetic Survey in May 2003..
 DE7400
 DE7400.The geoid height was determined by GEOID03.
 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     -   235,980.      681,180.      MT  (+/- 180 meters Scaled)
 DE7400
 DE7400                          SUPERSEDED SURVEY CONTROL
 DE7400
 DE7400.No superseded survey control is available for this station.
 DE7400
 DE7400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP411870(NAD 83)
 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 = OCTOBER  7, 2006
 DE7401 ***********************************************************************
 DE7401  DESIGNATION -  4W08
 DE7401  PID         -  DE7401
 DE7401  STATE/COUNTY-  WI/WAUSHARA
 DE7401  USGS QUAD   -  POY SIPPI (1983)
 DE7401
 DE7401                         *CURRENT SURVEY CONTROL
 DE7401  ___________________________________________________________________
 DE7401* NAD 83(1986)-  44 08 55.     (N)    088 59 28.     (W)     SCALED    
 DE7401* NAVD 88     -       250.493  (meters)     821.83   (feet)  ADJUSTED  
 DE7401  ___________________________________________________________________
 DE7401  GEOID HEIGHT-         -36.41  (meters)                     GEOID03
 DE7401  DYNAMIC HT  -         250.445 (meters)     821.67  (feet)  COMP
 DE7401  MODELED GRAV-     980,419.4   (mgal)                       NAVD 88
 DE7401
 DE7401  VERT ORDER  -  SECOND    CLASS I
 DE7401
 DE7401.The horizontal coordinates were scaled from a topographic map and have
 DE7401.an estimated accuracy of +/- 6 seconds.
 DE7401
 DE7401.The orthometric height was determined by differential leveling
 DE7401.and adjusted by the National Geodetic Survey in May 2003..
 DE7401
 DE7401.The geoid height was determined by GEOID03.
 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     -   239,190.      680,720.      MT  (+/- 180 meters Scaled)
 DE7401
 DE7401                          SUPERSEDED SURVEY CONTROL
 DE7401
 DE7401.No superseded survey control is available for this station.
 DE7401
 DE7401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP407903(NAD 83)
 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 = OCTOBER  7, 2006
 DE7402 ***********************************************************************
 DE7402  DESIGNATION -  4W09
 DE7402  PID         -  DE7402
 DE7402  STATE/COUNTY-  WI/WAUSHARA
 DE7402  USGS QUAD   -  POY SIPPI (1983)
 DE7402
 DE7402                         *CURRENT SURVEY CONTROL
 DE7402  ___________________________________________________________________
 DE7402* NAD 83(1986)-  44 11 05.     (N)    088 59 13.     (W)     SCALED    
 DE7402* NAVD 88     -       244.931  (meters)     803.58   (feet)  ADJUSTED  
 DE7402  ___________________________________________________________________
 DE7402  GEOID HEIGHT-         -36.42  (meters)                     GEOID03
 DE7402  DYNAMIC HT  -         244.884 (meters)     803.42  (feet)  COMP
 DE7402  MODELED GRAV-     980,423.5   (mgal)                       NAVD 88
 DE7402
 DE7402  VERT ORDER  -  SECOND    CLASS I
 DE7402
 DE7402.The horizontal coordinates were scaled from a topographic map and have
 DE7402.an estimated accuracy of +/- 6 seconds.
 DE7402
 DE7402.The orthometric height was determined by differential leveling
 DE7402.and adjusted by the National Geodetic Survey in May 2003..
 DE7402
 DE7402.The geoid height was determined by GEOID03.
 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     -   243,200.      681,000.      MT  (+/- 180 meters Scaled)
 DE7402
 DE7402                          SUPERSEDED SURVEY CONTROL
 DE7402
 DE7402.No superseded survey control is available for this station.
 DE7402
 DE7402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP411943(NAD 83)
 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 = OCTOBER  7, 2006
 DE7403 ***********************************************************************
 DE7403  DESIGNATION -  4W10
 DE7403  PID         -  DE7403
 DE7403  STATE/COUNTY-  WI/WAUSHARA
 DE7403  USGS QUAD   -  POY SIPPI (1983)
 DE7403
 DE7403                         *CURRENT SURVEY CONTROL
 DE7403  ___________________________________________________________________
 DE7403* NAD 83(1986)-  44 11 57.     (N)    088 58 17.     (W)     SCALED    
 DE7403* NAVD 88     -       259.456  (meters)     851.23   (feet)  ADJUSTED  
 DE7403  ___________________________________________________________________
 DE7403  GEOID HEIGHT-         -36.43  (meters)                     GEOID03
 DE7403  DYNAMIC HT  -         259.407 (meters)     851.07  (feet)  COMP
 DE7403  MODELED GRAV-     980,425.4   (mgal)                       NAVD 88
 DE7403
 DE7403  VERT ORDER  -  SECOND    CLASS I
 DE7403
 DE7403.The horizontal coordinates were scaled from a topographic map and have
 DE7403.an estimated accuracy of +/- 6 seconds.
 DE7403
 DE7403.The orthometric height was determined by differential leveling
 DE7403.and adjusted by the National Geodetic Survey in May 2003..
 DE7403
 DE7403.The geoid height was determined by GEOID03.
 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     -   244,830.      682,230.      MT  (+/- 180 meters Scaled)
 DE7403
 DE7403                          SUPERSEDED SURVEY CONTROL
 DE7403
 DE7403.No superseded survey control is available for this station.
 DE7403
 DE7403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP424958(NAD 83)
 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 = OCTOBER  7, 2006
 DE7404 ***********************************************************************
 DE7404  DESIGNATION -  4W11
 DE7404  PID         -  DE7404
 DE7404  STATE/COUNTY-  WI/WAUSHARA
 DE7404  USGS QUAD   -  POY SIPPI (1983)
 DE7404
 DE7404                         *CURRENT SURVEY CONTROL
 DE7404  ___________________________________________________________________
 DE7404* NAD 83(1986)-  44 13 37.     (N)    088 57 54.     (W)     SCALED    
 DE7404* NAVD 88     -       251.185  (meters)     824.10   (feet)  ADJUSTED  
 DE7404  ___________________________________________________________________
 DE7404  GEOID HEIGHT-         -36.43  (meters)                     GEOID03
 DE7404  DYNAMIC HT  -         251.139 (meters)     823.95  (feet)  COMP
 DE7404  MODELED GRAV-     980,428.7   (mgal)                       NAVD 88
 DE7404
 DE7404  VERT ORDER  -  SECOND    CLASS I
 DE7404
 DE7404.The horizontal coordinates were scaled from a topographic map and have
 DE7404.an estimated accuracy of +/- 6 seconds.
 DE7404
 DE7404.The orthometric height was determined by differential leveling
 DE7404.and adjusted by the National Geodetic Survey in May 2003..
 DE7404
 DE7404.The geoid height was determined by GEOID03.
 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     -   247,920.      682,700.      MT  (+/- 180 meters Scaled)
 DE7404
 DE7404                          SUPERSEDED SURVEY CONTROL
 DE7404
 DE7404.No superseded survey control is available for this station.
 DE7404
 DE7404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP430989(NAD 83)
 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 = OCTOBER  7, 2006
 DE7405 ***********************************************************************
 DE7405  DESIGNATION -  4W12
 DE7405  PID         -  DE7405
 DE7405  STATE/COUNTY-  WI/WAUSHARA
 DE7405  USGS QUAD   -  POY SIPPI (1983)
 DE7405
 DE7405                         *CURRENT SURVEY CONTROL
 DE7405  ___________________________________________________________________
 DE7405* NAD 83(1986)-  44 13 55.     (N)    088 56 26.     (W)     SCALED    
 DE7405* NAVD 88     -       239.349  (meters)     785.26   (feet)  ADJUSTED  
 DE7405  ___________________________________________________________________
 DE7405  GEOID HEIGHT-         -36.44  (meters)                     GEOID03
 DE7405  DYNAMIC HT  -         239.305 (meters)     785.12  (feet)  COMP
 DE7405  MODELED GRAV-     980,429.3   (mgal)                       NAVD 88
 DE7405
 DE7405  VERT ORDER  -  SECOND    CLASS I
 DE7405
 DE7405.The horizontal coordinates were scaled from a topographic map and have
 DE7405.an estimated accuracy of +/- 6 seconds.
 DE7405
 DE7405.The orthometric height was determined by differential leveling
 DE7405.and adjusted by the National Geodetic Survey in May 2003..
 DE7405
 DE7405.The geoid height was determined by GEOID03.
 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     -   248,500.      684,640.      MT  (+/- 180 meters Scaled)
 DE7405
 DE7405                          SUPERSEDED SURVEY CONTROL
 DE7405
 DE7405.No superseded survey control is available for this station.
 DE7405
 DE7405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP450994(NAD 83)
 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 = OCTOBER  7, 2006
 DE7566 ***********************************************************************
 DE7566  DESIGNATION -  4W14
 DE7566  PID         -  DE7566
 DE7566  STATE/COUNTY-  WI/WINNEBAGO
 DE7566  USGS QUAD   -  OSHKOSH (1992)
 DE7566
 DE7566                         *CURRENT SURVEY CONTROL
 DE7566  ___________________________________________________________________
 DE7566* NAD 83(1986)-  44 02 10.     (N)    088 32 06.     (W)     SCALED    
 DE7566* NAVD 88     -       230.630  (meters)     756.66   (feet)  ADJUSTED  
 DE7566  ___________________________________________________________________
 DE7566  GEOID HEIGHT-         -36.23  (meters)                     GEOID03
 DE7566  DYNAMIC HT  -         230.586 (meters)     756.51  (feet)  COMP
 DE7566  MODELED GRAV-     980,421.3   (mgal)                       NAVD 88
 DE7566
 DE7566  VERT ORDER  -  SECOND    CLASS I
 DE7566
 DE7566.The horizontal coordinates were scaled from a topographic map and have
 DE7566.an estimated accuracy of +/- 6 seconds.
 DE7566
 DE7566.The orthometric height was determined by differential leveling
 DE7566.and adjusted by the National Geodetic Survey in May 2003..
 DE7566
 DE7566.The geoid height was determined by GEOID03.
 DE7566
 DE7566.The dynamic height is computed by dividing the NAVD 88
 DE7566.geopotential number by the normal gravity value computed on the
 DE7566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7566.degrees latitude (g = 980.6199 gals.).
 DE7566
 DE7566.The modeled gravity was interpolated from observed gravity values.
 DE7566
 DE7566;                    North         East    Units  Estimated Accuracy
 DE7566;SPC WI S     -   227,230.      717,420.      MT  (+/- 180 meters Scaled)
 DE7566
 DE7566                          SUPERSEDED SURVEY CONTROL
 DE7566
 DE7566.No superseded survey control is available for this station.
 DE7566
 DE7566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP770770(NAD 83)
 DE7566_MARKER: DD = SURVEY DISK
 DE7566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7566_STAMPING: 4W14 2001
 DE7566_MARK LOGO: WIDT  
 DE7566_PROJECTION: FLUSH
 DE7566_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7566+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2005
 DE7566
 DE7566  HISTORY     - Date     Condition        Report By
 DE7566  HISTORY     - 2000     MONUMENTED       WIDT
 DE7566  HISTORY     - 20050615 GOOD             WIDT
 DE7566
 DE7566                          STATION DESCRIPTION
 DE7566
 DE7566'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7566'THE STATION IS LOCATED IN OSHKOSH.  OWNERSHIP--CITY OF OSHKOSH.  TO
 DE7566'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH US HIGHWAY
 DE7566'45 ABOUT 5 KM NORTH OF THE CITY OF OSHKOSH, GO SOUTH ON US HIGHWAY 45
 DE7566'FOR 6.3 KM TO MURDOCK AVENUE ON THE LEFT, TURN LEFT AND GO EAST ON
 DE7566'MURDOCK AVENUE FOR 0.8 KM TO HARRISON STREET ON THE RIGHT, TURN RIGHT
 DE7566'AND GO SOUTH ON HARRISON STREET FOR 0.4 KM TO THE STATION ON THE
 DE7566'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DE7566'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DE7566'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH
 DE7566'THE STREET PAVEMENT.  THE STATION IS 9.4 M EAST OF THE CENTERLINE OF
 DE7566'HARRISON STREET, 43.8 M SOUTH OF POWER POLE --109-CC17--, 34.5 M
 DE7566'NORTHEAST OF A METAL POST FOR A --NO PARKING-- SIGN, 19.0 M
 DE7566'WEST-NORTHWEST OF A PVC PIPE, AND 17.5 M EAST-SOUTHEAST OF POWER POLE
 DE7566'--109-KK17--. ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DE7566'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR A POWER
 DE7566'POLE TO THE NORTHWEST EXTENDING TO 30 DEGREES.
 DE7566
 DE7566                          STATION RECOVERY (2005)
 DE7566
 DE7566'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7566'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS IN LINE WITH THE
 DE7566'EXTENDED CENTERLINE OF THE DRIVEWAY TO THE RESIDENCE AT --1515--,
 DE7566'ABOUT 62 M NORTH OF THE CENTERLINE OF EAST NEVADA STREET, AND 24.6 M
 DE7566'NORTHWEST OF A WOODEN LIGHT POLE FOR METAL STORAGE BUILDINGS.  NOTE--
 DE7566'THE PVC PIPE DESCRIBED IN 2000 IS WHITE, STANDS 0.6 M ABOVE THE
 DE7566'GROUND, AND HAS A 0.2 M DIAMETER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7565 ***********************************************************************
 DE7565  DESIGNATION -  4W15
 DE7565  PID         -  DE7565
 DE7565  STATE/COUNTY-  WI/WINNEBAGO
 DE7565  USGS QUAD   -  OSHKOSH (1992)
 DE7565
 DE7565                         *CURRENT SURVEY CONTROL
 DE7565  ___________________________________________________________________
 DE7565* NAD 83(1986)-  44 03 16.     (N)    088 31 41.     (W)     SCALED    
 DE7565* NAVD 88     -       229.568  (meters)     753.17   (feet)  ADJUSTED  
 DE7565  ___________________________________________________________________
 DE7565  GEOID HEIGHT-         -36.25  (meters)                     GEOID03
 DE7565  DYNAMIC HT  -         229.524 (meters)     753.03  (feet)  COMP
 DE7565  MODELED GRAV-     980,424.1   (mgal)                       NAVD 88
 DE7565
 DE7565  VERT ORDER  -  SECOND    CLASS I
 DE7565
 DE7565.The horizontal coordinates were scaled from a topographic map and have
 DE7565.an estimated accuracy of +/- 6 seconds.
 DE7565
 DE7565.The orthometric height was determined by differential leveling
 DE7565.and adjusted by the National Geodetic Survey in May 2003..
 DE7565
 DE7565.The geoid height was determined by GEOID03.
 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     -   229,280.      717,950.      MT  (+/- 180 meters Scaled)
 DE7565
 DE7565                          SUPERSEDED SURVEY CONTROL
 DE7565
 DE7565.No superseded survey control is available for this station.
 DE7565
 DE7565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP776790(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7565+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2005
 DE7565
 DE7565  HISTORY     - Date     Condition        Report By
 DE7565  HISTORY     - 2000     MONUMENTED       WIDT
 DE7565  HISTORY     - 20050615 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7432 ***********************************************************************
 DE7432  DESIGNATION -  4W16
 DE7432  PID         -  DE7432
 DE7432  STATE/COUNTY-  WI/WINNEBAGO
 DE7432  USGS QUAD   -  OSHKOSH (1992)
 DE7432
 DE7432                         *CURRENT SURVEY CONTROL
 DE7432  ___________________________________________________________________
 DE7432* NAD 83(1986)-  44 04 52.     (N)    088 32 04.     (W)     SCALED    
 DE7432* NAVD 88     -       236.024  (meters)     774.36   (feet)  ADJUSTED  
 DE7432  ___________________________________________________________________
 DE7432  GEOID HEIGHT-         -36.27  (meters)                     GEOID03
 DE7432  DYNAMIC HT  -         235.980 (meters)     774.21  (feet)  COMP
 DE7432  MODELED GRAV-     980,425.8   (mgal)                       NAVD 88
 DE7432
 DE7432  VERT ORDER  -  SECOND    CLASS I
 DE7432
 DE7432.The horizontal coordinates were scaled from a topographic map and have
 DE7432.an estimated accuracy of +/- 6 seconds.
 DE7432
 DE7432.The orthometric height was determined by differential leveling
 DE7432.and adjusted by the National Geodetic Survey in May 2003..
 DE7432
 DE7432.The geoid height was determined by GEOID03.
 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     -   232,230.      717,380.      MT  (+/- 180 meters Scaled)
 DE7432
 DE7432                          SUPERSEDED SURVEY CONTROL
 DE7432
 DE7432.No superseded survey control is available for this station.
 DE7432
 DE7432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP771820(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7432+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7433 ***********************************************************************
 DE7433  DESIGNATION -  4W17
 DE7433  PID         -  DE7433
 DE7433  STATE/COUNTY-  WI/WINNEBAGO
 DE7433  USGS QUAD   -  OSHKOSH (1992)
 DE7433
 DE7433                         *CURRENT SURVEY CONTROL
 DE7433  ___________________________________________________________________
 DE7433* NAD 83(1986)-  44 06 00.     (N)    088 32 37.     (W)     SCALED    
 DE7433* NAVD 88     -       237.006  (meters)     777.58   (feet)  ADJUSTED  
 DE7433  ___________________________________________________________________
 DE7433  GEOID HEIGHT-         -36.30  (meters)                     GEOID03
 DE7433  DYNAMIC HT  -         236.962 (meters)     777.43  (feet)  COMP
 DE7433  MODELED GRAV-     980,426.8   (mgal)                       NAVD 88
 DE7433
 DE7433  VERT ORDER  -  SECOND    CLASS I
 DE7433
 DE7433.The horizontal coordinates were scaled from a topographic map and have
 DE7433.an estimated accuracy of +/- 6 seconds.
 DE7433
 DE7433.The orthometric height was determined by differential leveling
 DE7433.and adjusted by the National Geodetic Survey in May 2003..
 DE7433
 DE7433.The geoid height was determined by GEOID03.
 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     -   234,320.      716,610.      MT  (+/- 180 meters Scaled)
 DE7433
 DE7433                          SUPERSEDED SURVEY CONTROL
 DE7433
 DE7433.No superseded survey control is available for this station.
 DE7433
 DE7433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP764841(NAD 83)
 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 - June 15, 2005
 DE7433
 DE7433  HISTORY     - Date     Condition        Report By
 DE7433  HISTORY     - 2000     MONUMENTED       WIDT
 DE7433  HISTORY     - 20031214 GOOD             USPSQD
 DE7433  HISTORY     - 20050615 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7434 ***********************************************************************
 DE7434  DESIGNATION -  4W18
 DE7434  PID         -  DE7434
 DE7434  STATE/COUNTY-  WI/WINNEBAGO
 DE7434  USGS QUAD   -  OSHKOSH (1992)
 DE7434
 DE7434                         *CURRENT SURVEY CONTROL
 DE7434  ___________________________________________________________________
 DE7434* NAD 83(1986)-  44 07 14.     (N)    088 32 37.     (W)     SCALED    
 DE7434* NAVD 88     -       247.689  (meters)     812.63   (feet)  ADJUSTED  
 DE7434  ___________________________________________________________________
 DE7434  GEOID HEIGHT-         -36.31  (meters)                     GEOID03
 DE7434  DYNAMIC HT  -         247.643 (meters)     812.48  (feet)  COMP
 DE7434  MODELED GRAV-     980,428.4   (mgal)                       NAVD 88
 DE7434
 DE7434  VERT ORDER  -  SECOND    CLASS I
 DE7434
 DE7434.The horizontal coordinates were scaled from a topographic map and have
 DE7434.an estimated accuracy of +/- 6 seconds.
 DE7434
 DE7434.The orthometric height was determined by differential leveling
 DE7434.and adjusted by the National Geodetic Survey in May 2003..
 DE7434
 DE7434.The geoid height was determined by GEOID03.
 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     -   236,600.      716,570.      MT  (+/- 180 meters Scaled)
 DE7434
 DE7434                          SUPERSEDED SURVEY CONTROL
 DE7434
 DE7434.No superseded survey control is available for this station.
 DE7434
 DE7434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP764864(NAD 83)
 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 - June 15, 2005
 DE7434
 DE7434  HISTORY     - Date     Condition        Report By
 DE7434  HISTORY     - 2000     MONUMENTED       WIDT
 DE7434  HISTORY     - 20031214 GOOD             USPSQD
 DE7434  HISTORY     - 20050615 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7435 ***********************************************************************
 DE7435  DESIGNATION -  4W19
 DE7435  PID         -  DE7435
 DE7435  STATE/COUNTY-  WI/WINNEBAGO
 DE7435  USGS QUAD   -  OSHKOSH NE (1992)
 DE7435
 DE7435                         *CURRENT SURVEY CONTROL
 DE7435  ___________________________________________________________________
 DE7435* NAD 83(1986)-  44 08 18.     (N)    088 32 37.     (W)     SCALED    
 DE7435* NAVD 88     -       256.170  (meters)     840.45   (feet)  ADJUSTED  
 DE7435  ___________________________________________________________________
 DE7435  GEOID HEIGHT-         -36.33  (meters)                     GEOID03
 DE7435  DYNAMIC HT  -         256.124 (meters)     840.30  (feet)  COMP
 DE7435  MODELED GRAV-     980,429.8   (mgal)                       NAVD 88
 DE7435
 DE7435  VERT ORDER  -  SECOND    CLASS I
 DE7435
 DE7435.The horizontal coordinates were scaled from a topographic map and have
 DE7435.an estimated accuracy of +/- 6 seconds.
 DE7435
 DE7435.The orthometric height was determined by differential leveling
 DE7435.and adjusted by the National Geodetic Survey in May 2003..
 DE7435
 DE7435.The geoid height was determined by GEOID03.
 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     -   238,580.      716,540.      MT  (+/- 180 meters Scaled)
 DE7435
 DE7435                          SUPERSEDED SURVEY CONTROL
 DE7435
 DE7435.No superseded survey control is available for this station.
 DE7435
 DE7435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP765883(NAD 83)
 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 - June 15, 2005
 DE7435
 DE7435  HISTORY     - Date     Condition        Report By
 DE7435  HISTORY     - 2000     MONUMENTED       WIDT
 DE7435  HISTORY     - 20031214 GOOD             USPSQD
 DE7435  HISTORY     - 20050615 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7437 ***********************************************************************
 DE7437  DESIGNATION -  4W20
 DE7437  PID         -  DE7437
 DE7437  STATE/COUNTY-  WI/WINNEBAGO
 DE7437  USGS QUAD   -  OSHKOSH NE (1992)
 DE7437
 DE7437                         *CURRENT SURVEY CONTROL
 DE7437  ___________________________________________________________________
 DE7437* NAD 83(1986)-  44 10 07.     (N)    088 32 38.     (W)     SCALED    
 DE7437* NAVD 88     -       260.590  (meters)     854.95   (feet)  ADJUSTED  
 DE7437  ___________________________________________________________________
 DE7437  GEOID HEIGHT-         -36.34  (meters)                     GEOID03
 DE7437  DYNAMIC HT  -         260.543 (meters)     854.80  (feet)  COMP
 DE7437  MODELED GRAV-     980,432.4   (mgal)                       NAVD 88
 DE7437
 DE7437  VERT ORDER  -  SECOND    CLASS I
 DE7437
 DE7437.The horizontal coordinates were scaled from a topographic map and have
 DE7437.an estimated accuracy of +/- 6 seconds.
 DE7437
 DE7437.The orthometric height was determined by differential leveling
 DE7437.and adjusted by the National Geodetic Survey in May 2003..
 DE7437
 DE7437.The geoid height was determined by GEOID03.
 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     -   241,940.      716,460.      MT  (+/- 180 meters Scaled)
 DE7437
 DE7437                          SUPERSEDED SURVEY CONTROL
 DE7437
 DE7437.No superseded survey control is available for this station.
 DE7437
 DE7437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP765917(NAD 83)
 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 - June 15, 2005
 DE7437
 DE7437  HISTORY     - Date     Condition        Report By
 DE7437  HISTORY     - 2000     MONUMENTED       WIDT
 DE7437  HISTORY     - 20031214 GOOD             USPSQD
 DE7437  HISTORY     - 20050615 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7458 ***********************************************************************
 DE7458  DESIGNATION -  4W46
 DE7458  PID         -  DE7458
 DE7458  STATE/COUNTY-  WI/WINNEBAGO
 DE7458  USGS QUAD   -  OSHKOSH NW (1975)
 DE7458
 DE7458                         *CURRENT SURVEY CONTROL
 DE7458  ___________________________________________________________________
 DE7458* NAD 83(1986)-  44 12 48.     (N)    088 37 33.     (W)     SCALED    
 DE7458* NAVD 88     -       234.038  (meters)     767.84   (feet)  ADJUSTED  
 DE7458  ___________________________________________________________________
 DE7458  GEOID HEIGHT-         -36.40  (meters)                     GEOID03
 DE7458  DYNAMIC HT  -         233.995 (meters)     767.70  (feet)  COMP
 DE7458  MODELED GRAV-     980,431.7   (mgal)                       NAVD 88
 DE7458
 DE7458  VERT ORDER  -  SECOND    CLASS I
 DE7458
 DE7458.The horizontal coordinates were scaled from a topographic map and have
 DE7458.an estimated accuracy of +/- 6 seconds.
 DE7458
 DE7458.The orthometric height was determined by differential leveling
 DE7458.and adjusted by the National Geodetic Survey in May 2003..
 DE7458
 DE7458.The geoid height was determined by GEOID03.
 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     -   246,800.      709,820.      MT  (+/- 180 meters Scaled)
 DE7458
 DE7458                          SUPERSEDED SURVEY CONTROL
 DE7458
 DE7458.No superseded survey control is available for this station.
 DE7458
 DE7458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP701968(NAD 83)
 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 = OCTOBER  7, 2006
 DE7461 ***********************************************************************
 DE7461  DESIGNATION -  4W47
 DE7461  PID         -  DE7461
 DE7461  STATE/COUNTY-  WI/OUTAGAMIE
 DE7461  USGS QUAD   -  HORTONVILLE (1975)
 DE7461
 DE7461                         *CURRENT SURVEY CONTROL
 DE7461  ___________________________________________________________________
 DE7461* NAD 83(1986)-  44 15 55.     (N)    088 38 18.     (W)     SCALED    
 DE7461* NAVD 88     -       251.262  (meters)     824.35   (feet)  ADJUSTED  
 DE7461  ___________________________________________________________________
 DE7461  GEOID HEIGHT-         -36.40  (meters)                     GEOID03
 DE7461  DYNAMIC HT  -         251.218 (meters)     824.20  (feet)  COMP
 DE7461  MODELED GRAV-     980,438.5   (mgal)                       NAVD 88
 DE7461
 DE7461  VERT ORDER  -  SECOND    CLASS I
 DE7461
 DE7461.The horizontal coordinates were scaled from a topographic map and have
 DE7461.an estimated accuracy of +/- 6 seconds.
 DE7461
 DE7461.The orthometric height was determined by differential leveling
 DE7461.and adjusted by the National Geodetic Survey in May 2003..
 DE7461
 DE7461.The geoid height was determined by GEOID03.
 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     -    48,910.      708,720.      MT  (+/- 180 meters Scaled)
 DE7461
 DE7461                          SUPERSEDED SURVEY CONTROL
 DE7461
 DE7461.No superseded survey control is available for this station.
 DE7461
 DE7461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ692026(NAD 83)
 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 - July 18, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7462 ***********************************************************************
 DE7462  DESIGNATION -  4W48
 DE7462  PID         -  DE7462
 DE7462  STATE/COUNTY-  WI/OUTAGAMIE
 DE7462  USGS QUAD   -  HORTONVILLE (1975)
 DE7462
 DE7462                         *CURRENT SURVEY CONTROL
 DE7462  ___________________________________________________________________
 DE7462* NAD 83(1986)-  44 17 04.     (N)    088 38 15.     (W)     SCALED    
 DE7462* NAVD 88     -       257.440  (meters)     844.62   (feet)  ADJUSTED  
 DE7462  ___________________________________________________________________
 DE7462  GEOID HEIGHT-         -36.39  (meters)                     GEOID03
 DE7462  DYNAMIC HT  -         257.396 (meters)     844.47  (feet)  COMP
 DE7462  MODELED GRAV-     980,441.3   (mgal)                       NAVD 88
 DE7462
 DE7462  VERT ORDER  -  SECOND    CLASS I
 DE7462
 DE7462.The horizontal coordinates were scaled from a topographic map and have
 DE7462.an estimated accuracy of +/- 6 seconds.
 DE7462
 DE7462.The orthometric height was determined by differential leveling
 DE7462.and adjusted by the National Geodetic Survey in May 2003..
 DE7462
 DE7462.The geoid height was determined by GEOID03.
 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     -    51,040.      708,750.      MT  (+/- 180 meters Scaled)
 DE7462
 DE7462                          SUPERSEDED SURVEY CONTROL
 DE7462
 DE7462.No superseded survey control is available for this station.
 DE7462
 DE7462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ693047(NAD 83)
 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 - July 18, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7463 ***********************************************************************
 DE7463  DESIGNATION -  4W49
 DE7463  PID         -  DE7463
 DE7463  STATE/COUNTY-  WI/OUTAGAMIE
 DE7463  USGS QUAD   -  HORTONVILLE (1975)
 DE7463
 DE7463                         *CURRENT SURVEY CONTROL
 DE7463  ___________________________________________________________________
 DE7463* NAD 83(1986)-  44 18 30.     (N)    088 38 10.     (W)     SCALED    
 DE7463* NAVD 88     -       251.779  (meters)     826.04   (feet)  ADJUSTED  
 DE7463  ___________________________________________________________________
 DE7463  GEOID HEIGHT-         -36.38  (meters)                     GEOID03
 DE7463  DYNAMIC HT  -         251.736 (meters)     825.90  (feet)  COMP
 DE7463  MODELED GRAV-     980,444.9   (mgal)                       NAVD 88
 DE7463
 DE7463  VERT ORDER  -  SECOND    CLASS I
 DE7463
 DE7463.The horizontal coordinates were scaled from a topographic map and have
 DE7463.an estimated accuracy of +/- 6 seconds.
 DE7463
 DE7463.The orthometric height was determined by differential leveling
 DE7463.and adjusted by the National Geodetic Survey in May 2003..
 DE7463
 DE7463.The geoid height was determined by GEOID03.
 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     -    53,700.      708,820.      MT  (+/- 180 meters Scaled)
 DE7463
 DE7463                          SUPERSEDED SURVEY CONTROL
 DE7463
 DE7463.No superseded survey control is available for this station.
 DE7463
 DE7463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ695074(NAD 83)
 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 - July 18, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7464 ***********************************************************************
 DE7464  DESIGNATION -  4W50
 DE7464  PID         -  DE7464
 DE7464  STATE/COUNTY-  WI/OUTAGAMIE
 DE7464  USGS QUAD   -  HORTONVILLE (1975)
 DE7464
 DE7464                         *CURRENT SURVEY CONTROL
 DE7464  ___________________________________________________________________
 DE7464* NAD 83(1986)-  44 19 20.     (N)    088 38 15.     (W)     SCALED    
 DE7464* NAVD 88     -       247.158  (meters)     810.88   (feet)  ADJUSTED  
 DE7464  ___________________________________________________________________
 DE7464  GEOID HEIGHT-         -36.38  (meters)                     GEOID03
 DE7464  DYNAMIC HT  -         247.117 (meters)     810.75  (feet)  COMP
 DE7464  MODELED GRAV-     980,446.8   (mgal)                       NAVD 88
 DE7464
 DE7464  VERT ORDER  -  SECOND    CLASS I
 DE7464
 DE7464.The horizontal coordinates were scaled from a topographic map and have
 DE7464.an estimated accuracy of +/- 6 seconds.
 DE7464
 DE7464.The orthometric height was determined by differential leveling
 DE7464.and adjusted by the National Geodetic Survey in May 2003..
 DE7464
 DE7464.The geoid height was determined by GEOID03.
 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     -    55,240.      708,680.      MT  (+/- 180 meters Scaled)
 DE7464
 DE7464                          SUPERSEDED SURVEY CONTROL
 DE7464
 DE7464.No superseded survey control is available for this station.
 DE7464
 DE7464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ694089(NAD 83)
 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 - July 18, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7465 ***********************************************************************
 DE7465  DESIGNATION -  4W51
 DE7465  PID         -  DE7465
 DE7465  STATE/COUNTY-  WI/OUTAGAMIE
 DE7465  USGS QUAD   -  HORTONVILLE (1975)
 DE7465
 DE7465                         *CURRENT SURVEY CONTROL
 DE7465  ___________________________________________________________________
 DE7465* NAD 83(1986)-  44 20 17.     (N)    088 38 09.     (W)     SCALED    
 DE7465* NAVD 88     -       243.938  (meters)     800.32   (feet)  ADJUSTED  
 DE7465  ___________________________________________________________________
 DE7465  GEOID HEIGHT-         -36.37  (meters)                     GEOID03
 DE7465  DYNAMIC HT  -         243.898 (meters)     800.19  (feet)  COMP
 DE7465  MODELED GRAV-     980,449.3   (mgal)                       NAVD 88
 DE7465
 DE7465  VERT ORDER  -  SECOND    CLASS I
 DE7465
 DE7465.The horizontal coordinates were scaled from a topographic map and have
 DE7465.an estimated accuracy of +/- 6 seconds.
 DE7465
 DE7465.The orthometric height was determined by differential leveling
 DE7465.and adjusted by the National Geodetic Survey in May 2003..
 DE7465
 DE7465.The geoid height was determined by GEOID03.
 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     -    57,000.      708,790.      MT  (+/- 180 meters Scaled)
 DE7465
 DE7465                          SUPERSEDED SURVEY CONTROL
 DE7465
 DE7465.No superseded survey control is available for this station.
 DE7465
 DE7465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ695107(NAD 83)
 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 - October 08, 2004
 DE7465
 DE7465  HISTORY     - Date     Condition        Report By
 DE7465  HISTORY     - 2000     MONUMENTED       WIDT
 DE7465  HISTORY     - 20030611 GOOD             USPSQD
 DE7465  HISTORY     - 20041008 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7466 ***********************************************************************
 DE7466  DESIGNATION -  4W52
 DE7466  PID         -  DE7466
 DE7466  STATE/COUNTY-  WI/OUTAGAMIE
 DE7466  USGS QUAD   -  HORTONVILLE (1975)
 DE7466
 DE7466                         *CURRENT SURVEY CONTROL
 DE7466  ___________________________________________________________________
 DE7466* NAD 83(1986)-  44 21 36.     (N)    088 38 07.     (W)     SCALED    
 DE7466* NAVD 88     -       231.929  (meters)     760.92   (feet)  ADJUSTED  
 DE7466  ___________________________________________________________________
 DE7466  GEOID HEIGHT-         -36.36  (meters)                     GEOID03
 DE7466  DYNAMIC HT  -         231.892 (meters)     760.80  (feet)  COMP
 DE7466  MODELED GRAV-     980,452.5   (mgal)                       NAVD 88
 DE7466
 DE7466  VERT ORDER  -  SECOND    CLASS I
 DE7466
 DE7466.The horizontal coordinates were scaled from a topographic map and have
 DE7466.an estimated accuracy of +/- 6 seconds.
 DE7466
 DE7466.The orthometric height was determined by differential leveling
 DE7466.and adjusted by the National Geodetic Survey in May 2003..
 DE7466
 DE7466.The geoid height was determined by GEOID03.
 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     -    59,440.      708,790.      MT  (+/- 180 meters Scaled)
 DE7466
 DE7466                          SUPERSEDED SURVEY CONTROL
 DE7466
 DE7466.No superseded survey control is available for this station.
 DE7466
 DE7466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ696131(NAD 83)
 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 - July 12, 2005
 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
 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' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7467 ***********************************************************************
 DE7467  DESIGNATION -  4W53
 DE7467  PID         -  DE7467
 DE7467  STATE/COUNTY-  WI/OUTAGAMIE
 DE7467  USGS QUAD   -  HORTONVILLE (1975)
 DE7467
 DE7467                         *CURRENT SURVEY CONTROL
 DE7467  ___________________________________________________________________
 DE7467* NAD 83(1986)-  44 22 13.     (N)    088 38 06.     (W)     SCALED    
 DE7467* NAVD 88     -       231.916  (meters)     760.88   (feet)  ADJUSTED  
 DE7467  ___________________________________________________________________
 DE7467  GEOID HEIGHT-         -36.36  (meters)                     GEOID03
 DE7467  DYNAMIC HT  -         231.879 (meters)     760.76  (feet)  COMP
 DE7467  MODELED GRAV-     980,453.9   (mgal)                       NAVD 88
 DE7467
 DE7467  VERT ORDER  -  SECOND    CLASS I
 DE7467
 DE7467.The horizontal coordinates were scaled from a topographic map and have
 DE7467.an estimated accuracy of +/- 6 seconds.
 DE7467
 DE7467.The orthometric height was determined by differential leveling
 DE7467.and adjusted by the National Geodetic Survey in May 2003..
 DE7467
 DE7467.The geoid height was determined by GEOID03.
 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     -    60,580.      708,790.      MT  (+/- 180 meters Scaled)
 DE7467
 DE7467                          SUPERSEDED SURVEY CONTROL
 DE7467
 DE7467.No superseded survey control is available for this station.
 DE7467
 DE7467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ697143(NAD 83)
 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 - July 12, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7743 ***********************************************************************
 DE7743  DESIGNATION -  4W54
 DE7743  PID         -  DE7743
 DE7743  STATE/COUNTY-  WI/OUTAGAMIE
 DE7743  USGS QUAD   -  NEW LONDON (1992)
 DE7743
 DE7743                         *CURRENT SURVEY CONTROL
 DE7743  ___________________________________________________________________
 DE7743* NAD 83(1986)-  44 23 32.     (N)    088 38 09.     (W)     SCALED    
 DE7743* NAVD 88     -       232.715  (meters)     763.50   (feet)  ADJUSTED  
 DE7743  ___________________________________________________________________
 DE7743  GEOID HEIGHT-         -36.35  (meters)                     GEOID03
 DE7743  DYNAMIC HT  -         232.679 (meters)     763.38  (feet)  COMP
 DE7743  MODELED GRAV-     980,456.4   (mgal)                       NAVD 88
 DE7743
 DE7743  VERT ORDER  -  SECOND    CLASS I
 DE7743
 DE7743.The horizontal coordinates were scaled from a topographic map and have
 DE7743.an estimated accuracy of +/- 6 seconds.
 DE7743
 DE7743.The orthometric height was determined by differential leveling
 DE7743.and adjusted by the National Geodetic Survey in May 2003..
 DE7743
 DE7743.The geoid height was determined by GEOID03.
 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     -    63,020.      708,680.      MT  (+/- 180 meters Scaled)
 DE7743
 DE7743                          SUPERSEDED SURVEY CONTROL
 DE7743
 DE7743.No superseded survey control is available for this station.
 DE7743
 DE7743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ697167(NAD 83)
 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 - July 12, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7468 ***********************************************************************
 DE7468  DESIGNATION -  4W55
 DE7468  PID         -  DE7468
 DE7468  STATE/COUNTY-  WI/OUTAGAMIE
 DE7468  USGS QUAD   -  NEW LONDON (1992)
 DE7468
 DE7468                         *CURRENT SURVEY CONTROL
 DE7468  ___________________________________________________________________
 DE7468* NAD 83(1986)-  44 24 39.     (N)    088 38 06.     (W)     SCALED    
 DE7468* NAVD 88     -       234.192  (meters)     768.34   (feet)  ADJUSTED  
 DE7468  ___________________________________________________________________
 DE7468  GEOID HEIGHT-         -36.34  (meters)                     GEOID03
 DE7468  DYNAMIC HT  -         234.156 (meters)     768.23  (feet)  COMP
 DE7468  MODELED GRAV-     980,458.1   (mgal)                       NAVD 88
 DE7468
 DE7468  VERT ORDER  -  SECOND    CLASS I
 DE7468
 DE7468.The horizontal coordinates were scaled from a topographic map and have
 DE7468.an estimated accuracy of +/- 6 seconds.
 DE7468
 DE7468.The orthometric height was determined by differential leveling
 DE7468.and adjusted by the National Geodetic Survey in May 2003..
 DE7468
 DE7468.The geoid height was determined by GEOID03.
 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     -    65,080.      708,720.      MT  (+/- 180 meters Scaled)
 DE7468
 DE7468                          SUPERSEDED SURVEY CONTROL
 DE7468
 DE7468.No superseded survey control is available for this station.
 DE7468
 DE7468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ698188(NAD 83)
 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 - July 18, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7424 ***********************************************************************
 DE7424  DESIGNATION -  4W56
 DE7424  PID         -  DE7424
 DE7424  STATE/COUNTY-  WI/OUTAGAMIE
 DE7424  USGS QUAD   -  NEW LONDON (1992)
 DE7424
 DE7424                         *CURRENT SURVEY CONTROL
 DE7424  ___________________________________________________________________
 DE7424* NAD 83(1986)-  44 25 36.     (N)    088 38 17.     (W)     SCALED    
 DE7424* NAVD 88     -       233.572  (meters)     766.31   (feet)  ADJUSTED  
 DE7424  ___________________________________________________________________
 DE7424  GEOID HEIGHT-         -36.34  (meters)                     GEOID03
 DE7424  DYNAMIC HT  -         233.536 (meters)     766.19  (feet)  COMP
 DE7424  MODELED GRAV-     980,459.2   (mgal)                       NAVD 88
 DE7424
 DE7424  VERT ORDER  -  SECOND    CLASS I
 DE7424
 DE7424.The horizontal coordinates were scaled from a topographic map and have
 DE7424.an estimated accuracy of +/- 6 seconds.
 DE7424
 DE7424.The orthometric height was determined by differential leveling
 DE7424.and adjusted by the National Geodetic Survey in May 2003..
 DE7424.No vertical observational check was made to the station.
 DE7424
 DE7424.The geoid height was determined by GEOID03.
 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     -    66,840.      708,440.      MT  (+/- 180 meters Scaled)
 DE7424
 DE7424                          SUPERSEDED SURVEY CONTROL
 DE7424
 DE7424.No superseded survey control is available for this station.
 DE7424
 DE7424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ696205(NAD 83)
 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 - July 18, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7547 ***********************************************************************
 DE7547  DESIGNATION -  4X01
 DE7547  PID         -  DE7547
 DE7547  STATE/COUNTY-  WI/CALUMET
 DE7547  USGS QUAD   -  STOCKBRIDGE (1992)
 DE7547
 DE7547                         *CURRENT SURVEY CONTROL
 DE7547  ___________________________________________________________________
 DE7547* NAD 83(1986)-  44 00 04.     (N)    088 17 53.     (W)     SCALED    
 DE7547* NAVD 88     -       309.919  (meters)    1016.79   (feet)  ADJUSTED  
 DE7547  ___________________________________________________________________
 DE7547  GEOID HEIGHT-         -36.04  (meters)                     GEOID03
 DE7547  DYNAMIC HT  -         309.858 (meters)    1016.59  (feet)  COMP
 DE7547  MODELED GRAV-     980,415.5   (mgal)                       NAVD 88
 DE7547
 DE7547  VERT ORDER  -  SECOND    CLASS I
 DE7547
 DE7547.The horizontal coordinates were scaled from a topographic map and have
 DE7547.an estimated accuracy of +/- 6 seconds.
 DE7547
 DE7547.The orthometric height was determined by differential leveling
 DE7547.and adjusted by the National Geodetic Survey in May 2003..
 DE7547
 DE7547.The geoid height was determined by GEOID03.
 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     -   223,700.      736,490.      MT  (+/- 180 meters Scaled)
 DE7547
 DE7547                          SUPERSEDED SURVEY CONTROL
 DE7547
 DE7547.No superseded survey control is available for this station.
 DE7547
 DE7547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP959728(NAD 83)
 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 - August 23, 2005
 DE7547
 DE7547  HISTORY     - Date     Condition        Report By
 DE7547  HISTORY     - 20000824 MONUMENTED       WIDT
 DE7547  HISTORY     - 20030630 GOOD             USPSQD
 DE7547  HISTORY     - 20050823 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7756 ***********************************************************************
 DE7756  DESIGNATION -  4X02
 DE7756  PID         -  DE7756
 DE7756  STATE/COUNTY-  WI/CALUMET
 DE7756  USGS QUAD   -  CHILTON (1992)
 DE7756
 DE7756                         *CURRENT SURVEY CONTROL
 DE7756  ___________________________________________________________________
 DE7756* NAD 83(1986)-  44 00 04.     (N)    088 14 57.     (W)     SCALED    
 DE7756* NAVD 88     -       309.130  (meters)    1014.20   (feet)  ADJUSTED  
 DE7756  ___________________________________________________________________
 DE7756  GEOID HEIGHT-         -36.00  (meters)                     GEOID03
 DE7756  DYNAMIC HT  -         309.069 (meters)    1014.00  (feet)  COMP
 DE7756  MODELED GRAV-     980,413.6   (mgal)                       NAVD 88
 DE7756
 DE7756  VERT ORDER  -  SECOND    CLASS I
 DE7756
 DE7756.The horizontal coordinates were scaled from a topographic map and have
 DE7756.an estimated accuracy of +/- 6 seconds.
 DE7756
 DE7756.The orthometric height was determined by differential leveling
 DE7756.and adjusted by the National Geodetic Survey in May 2003..
 DE7756
 DE7756.The geoid height was determined by GEOID03.
 DE7756
 DE7756.The dynamic height is computed by dividing the NAVD 88
 DE7756.geopotential number by the normal gravity value computed on the
 DE7756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7756.degrees latitude (g = 980.6199 gals.).
 DE7756
 DE7756.The modeled gravity was interpolated from observed gravity values.
 DE7756
 DE7756;                    North         East    Units  Estimated Accuracy
 DE7756;SPC WI S     -   223,790.      740,410.      MT  (+/- 180 meters Scaled)
 DE7756
 DE7756                          SUPERSEDED SURVEY CONTROL
 DE7756
 DE7756.No superseded survey control is available for this station.
 DE7756
 DE7756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP998727(NAD 83)
 DE7756_MARKER: DD = SURVEY DISK
 DE7756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7756_STAMPING: 4X02 2001
 DE7756_MARK LOGO: WIDT  
 DE7756_PROJECTION: FLUSH
 DE7756_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7756+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2003
 DE7756
 DE7756  HISTORY     - Date     Condition        Report By
 DE7756  HISTORY     - 2000     MONUMENTED       WIDT
 DE7756  HISTORY     - 20030630 GOOD             USPSQD
 DE7756  HISTORY     - 20050817 MARK NOT FOUND   WIDT
 DE7756
 DE7756                          STATION DESCRIPTION
 DE7756
 DE7756'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7756'THE STATION IS LOCATED ABOUT 30 KM NORTH-NORTHEAST OF FOND DU LAC AND
 DE7756'8 KM SOUTHWEST OF CHILTON.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 DE7756'TRANSPORTATION. TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY
 DE7756'151 WITH STATE HIGHWAY 55 ABOUT 11 KM WEST-SOUTHWEST OF THE CITY OF
 DE7756'CHILTON, GO EAST ON US HIGHWAY 151 FOR 4.0 KM TO LINCOLN ROAD ON THE
 DE7756'RIGHT, CONTINUE EAST ON US HIGHWAY 151 FOR 0.6 KM TO THE STATION ON
 DE7756'THE RIGHT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7756'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7756'A 41-CM DIAMETER CONCRETE POST AND ABOUT LEVEL WITH THE HIGHWAY
 DE7756'PAVEMENT. THE STATION IS 9.8 M SOUTH OF THE CENTER LINE OF US HIGHWAY
 DE7756'151, 49.4 M SOUTHEAST OF POWER POLE --0000-6H16--, 33.8 M SOUTHWEST
 DE7756'OF POWER POLE --0000-6H15--, 26 M WEST OF A FIELD ENTRANCE, 1 M NORTH
 DE7756'OF A CULTIVATED FIELD, 0.5 M NORTH OF A WHITE PLASTIC WITNESS POST.
 DE7756'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7756'THAN 15 DEGREES ABOVE THE HORIZON.
 DE7756
 DE7756                          STATION RECOVERY (2003)
 DE7756
 DE7756'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7756'RECOVERED IN GOOD CONDITION.
 DE7756
 DE7756                          STATION RECOVERY (2005)
 DE7756
 DE7756'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7756'NOT FOUND.  NEW CONSTRUCTION ON US HIGHWAY 151 HAS PROBABLY COVERED
 DE7756'THE STATION WITH 12 FEET OF FILL MATERIAL.  THE STATION SHOULD BE
 DE7756'CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7549 ***********************************************************************
 DE7549  DESIGNATION -  4X03
 DE7549  PID         -  DE7549
 DE7549  STATE/COUNTY-  WI/CALUMET
 DE7549  USGS QUAD   -  CHILTON (1992)
 DE7549
 DE7549                         *CURRENT SURVEY CONTROL
 DE7549  ___________________________________________________________________
 DE7549* NAD 83(1986)-  44 00 12.     (N)    088 13 13.     (W)     SCALED    
 DE7549* NAVD 88     -       298.789  (meters)     980.28   (feet)  ADJUSTED  
 DE7549  ___________________________________________________________________
 DE7549  GEOID HEIGHT-         -35.99  (meters)                     GEOID03
 DE7549  DYNAMIC HT  -         298.730 (meters)     980.08  (feet)  COMP
 DE7549  MODELED GRAV-     980,413.0   (mgal)                       NAVD 88
 DE7549
 DE7549  VERT ORDER  -  SECOND    CLASS I
 DE7549
 DE7549.The horizontal coordinates were scaled from a topographic map and have
 DE7549.an estimated accuracy of +/- 6 seconds.
 DE7549
 DE7549.The orthometric height was determined by differential leveling
 DE7549.and adjusted by the National Geodetic Survey in May 2003..
 DE7549
 DE7549.The geoid height was determined by GEOID03.
 DE7549
 DE7549.The dynamic height is computed by dividing the NAVD 88
 DE7549.geopotential number by the normal gravity value computed on the
 DE7549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7549.degrees latitude (g = 980.6199 gals.).
 DE7549
 DE7549.The modeled gravity was interpolated from observed gravity values.
 DE7549
 DE7549;                    North         East    Units  Estimated Accuracy
 DE7549;SPC WI S     -   224,080.      742,720.      MT  (+/- 180 meters Scaled)
 DE7549
 DE7549                          SUPERSEDED SURVEY CONTROL
 DE7549
 DE7549.No superseded survey control is available for this station.
 DE7549
 DE7549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP021729(NAD 83)
 DE7549_MARKER: DD = SURVEY DISK
 DE7549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7549_STAMPING: 4X03 2001
 DE7549_MARK LOGO: WIDT  
 DE7549_PROJECTION: FLUSH
 DE7549_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7549+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2003
 DE7549
 DE7549  HISTORY     - Date     Condition        Report By
 DE7549  HISTORY     - 2000     MONUMENTED       WIDT
 DE7549  HISTORY     - 20030630 GOOD             USPSQD
 DE7549  HISTORY     - 20050818 MARK NOT FOUND   WIDT
 DE7549
 DE7549                          STATION DESCRIPTION
 DE7549
 DE7549'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7549'THE STATION IS LOCATED ABOUT 25 KM EAST OF APPLETON AND 6 KM
 DE7549'SOUTHWEST OF CHILTON. OWNERSHIP--WISCONSIN DEPARTMENT OF
 DE7549'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY
 DE7549'151 WITH STATE HIGHWAY 55 ABOUT 11 KM WEST-SOUTHWEST OF THE CITY OF
 DE7549'CHILTON, GO EAST ON US HIGHWAY 151 FOR 6.7 KM TO SALM ROAD ON THE
 DE7549'LEFT, CONTINUE EAST ON US HIGHWAY 151 FOR 0.2 KM TO THE STATION ON
 DE7549'THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7549'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7549'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DE7549'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 9.9 M SOUTH OF THE
 DE7549'CENTERLINE OF US HIGHWAY 151, 24.6 M EAST OF A WOOD POST FOR A
 DE7549'--WINNEBAGO CONSERVATION CLUB-- SIGN, 19.6 M SOUTH OF POWER POLE
 DE7549'--1819 27W9--, 1 M NORTH OF A CULTIVATED FIELD AND 1.0 M NORTH OF A
 DE7549'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DE7549'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7549
 DE7549                          STATION RECOVERY (2003)
 DE7549
 DE7549'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7549'STATION RECOVERED IN GOOD CONDITION.  NOTE-- THE SIGN REFERENCED IN
 DE7549'THE 2000 DESCRIPTION IS AN --ADOPT-A-HIGHWAY-- SIGN.
 DE7549
 DE7549                          STATION RECOVERY (2005)
 DE7549
 DE7549'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7549'NOT FOUND.  NEW CONSTRUCTION ON US HIGHWAY 151 HAS PROBABLY REMOVED
 DE7549'THE STATION.  THE FORMER ROAD SURFACE HAS BEEN TORN UP WITH NEW
 DE7549'SLOPING FROM RIGHT-OF-WAY TO RIGHT-OF-WAY.   THE STATION SHOULD BE
 DE7549'CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7717 ***********************************************************************
 DE7717  DESIGNATION -  4X04
 DE7717  PID         -  DE7717
 DE7717  STATE/COUNTY-  WI/CALUMET
 DE7717  USGS QUAD   -  CHILTON (1992)
 DE7717
 DE7717                         *CURRENT SURVEY CONTROL
 DE7717  ___________________________________________________________________
 DE7717* NAD 83(1986)-  44 00 30.     (N)    088 10 58.     (W)     SCALED    
 DE7717* NAVD 88     -       275.732  (meters)     904.63   (feet)  ADJUSTED  
 DE7717  ___________________________________________________________________
 DE7717  GEOID HEIGHT-         -35.98  (meters)                     GEOID03
 DE7717  DYNAMIC HT  -         275.677 (meters)     904.45  (feet)  COMP
 DE7717  MODELED GRAV-     980,413.0   (mgal)                       NAVD 88
 DE7717
 DE7717  VERT ORDER  -  SECOND    CLASS I
 DE7717
 DE7717.The horizontal coordinates were scaled from a topographic map and have
 DE7717.an estimated accuracy of +/- 6 seconds.
 DE7717
 DE7717.The orthometric height was determined by differential leveling
 DE7717.and adjusted by the National Geodetic Survey in May 2003..
 DE7717
 DE7717.The geoid height was determined by GEOID03.
 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     -   224,700.      745,720.      MT  (+/- 180 meters Scaled)
 DE7717
 DE7717                          SUPERSEDED SURVEY CONTROL
 DE7717
 DE7717.No superseded survey control is available for this station.
 DE7717
 DE7717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP051734(NAD 83)
 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 - August 24, 2005
 DE7717
 DE7717  HISTORY     - Date     Condition        Report By
 DE7717  HISTORY     - 2000     MONUMENTED       WIDT
 DE7717  HISTORY     - 20030630 GOOD             USPSQD
 DE7717  HISTORY     - 20050824 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7551 ***********************************************************************
 DE7551  DESIGNATION -  4X05
 DE7551  PID         -  DE7551
 DE7551  STATE/COUNTY-  WI/CALUMET
 DE7551  USGS QUAD   -  CHILTON (1992)
 DE7551
 DE7551                         *CURRENT SURVEY CONTROL
 DE7551  ___________________________________________________________________
 DE7551* NAD 83(1986)-  44 01 21.     (N)    088 10 33.     (W)     SCALED    
 DE7551* NAVD 88     -       275.289  (meters)     903.18   (feet)  ADJUSTED  
 DE7551  ___________________________________________________________________
 DE7551  GEOID HEIGHT-         -35.99  (meters)                     GEOID03
 DE7551  DYNAMIC HT  -         275.235 (meters)     903.00  (feet)  COMP
 DE7551  MODELED GRAV-     980,415.5   (mgal)                       NAVD 88
 DE7551
 DE7551  VERT ORDER  -  SECOND    CLASS I
 DE7551
 DE7551.The horizontal coordinates were scaled from a topographic map and have
 DE7551.an estimated accuracy of +/- 6 seconds.
 DE7551
 DE7551.The orthometric height was determined by differential leveling
 DE7551.and adjusted by the National Geodetic Survey in May 2003..
 DE7551
 DE7551.The geoid height was determined by GEOID03.
 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     -   226,290.      746,240.      MT  (+/- 180 meters Scaled)
 DE7551
 DE7551                          SUPERSEDED SURVEY CONTROL
 DE7551
 DE7551.No superseded survey control is available for this station.
 DE7551
 DE7551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP057750(NAD 83)
 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 - August 17, 2005
 DE7551
 DE7551  HISTORY     - Date     Condition        Report By
 DE7551  HISTORY     - 2000     MONUMENTED       WIDT
 DE7551  HISTORY     - 20030630 GOOD             USPSQD
 DE7551  HISTORY     - 20050817 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7629 ***********************************************************************
 DE7629  DESIGNATION -  4X06
 DE7629  PID         -  DE7629
 DE7629  STATE/COUNTY-  WI/CALUMET
 DE7629  USGS QUAD   -  CHILTON (1992)
 DE7629
 DE7629                         *CURRENT SURVEY CONTROL
 DE7629  ___________________________________________________________________
 DE7629* NAD 83(1986)-  44 02 43.     (N)    088 09 48.     (W)     SCALED    
 DE7629* NAVD 88     -       272.305  (meters)     893.39   (feet)  ADJUSTED  
 DE7629  ___________________________________________________________________
 DE7629  GEOID HEIGHT-         -36.01  (meters)                     GEOID03
 DE7629  DYNAMIC HT  -         272.252 (meters)     893.21  (feet)  COMP
 DE7629  MODELED GRAV-     980,420.0   (mgal)                       NAVD 88
 DE7629
 DE7629  VERT ORDER  -  SECOND    CLASS I
 DE7629
 DE7629.The horizontal coordinates were scaled from a topographic map and have
 DE7629.an estimated accuracy of +/- 6 seconds.
 DE7629
 DE7629.The orthometric height was determined by differential leveling
 DE7629.and adjusted by the National Geodetic Survey in May 2003..
 DE7629
 DE7629.The geoid height was determined by GEOID03.
 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     -   228,840.      747,190.      MT  (+/- 180 meters Scaled)
 DE7629
 DE7629                          SUPERSEDED SURVEY CONTROL
 DE7629
 DE7629.No superseded survey control is available for this station.
 DE7629
 DE7629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP068775(NAD 83)
 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 - August 23, 2005
 DE7629
 DE7629  HISTORY     - Date     Condition        Report By
 DE7629  HISTORY     - 2000     MONUMENTED       WIDT
 DE7629  HISTORY     - 20030630 GOOD             USPSQD
 DE7629  HISTORY     - 20050823 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7628 ***********************************************************************
 DE7628  DESIGNATION -  4X07
 DE7628  PID         -  DE7628
 DE7628  STATE/COUNTY-  WI/CALUMET
 DE7628  USGS QUAD   -  CHILTON (1992)
 DE7628
 DE7628                         *CURRENT SURVEY CONTROL
 DE7628  ___________________________________________________________________
 DE7628* NAD 83(1986)-  44 04 20.     (N)    088 09 49.     (W)     SCALED    
 DE7628* NAVD 88     -       263.235  (meters)     863.63   (feet)  ADJUSTED  
 DE7628  ___________________________________________________________________
 DE7628  GEOID HEIGHT-         -36.03  (meters)                     GEOID03
 DE7628  DYNAMIC HT  -         263.186 (meters)     863.47  (feet)  COMP
 DE7628  MODELED GRAV-     980,425.1   (mgal)                       NAVD 88
 DE7628
 DE7628  VERT ORDER  -  SECOND    CLASS I
 DE7628
 DE7628.The horizontal coordinates were scaled from a topographic map and have
 DE7628.an estimated accuracy of +/- 6 seconds.
 DE7628
 DE7628.The orthometric height was determined by differential leveling
 DE7628.and adjusted by the National Geodetic Survey in May 2003..
 DE7628
 DE7628.The geoid height was determined by GEOID03.
 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     -   231,830.      747,100.      MT  (+/- 180 meters Scaled)
 DE7628
 DE7628                          SUPERSEDED SURVEY CONTROL
 DE7628
 DE7628.No superseded survey control is available for this station.
 DE7628
 DE7628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP068805(NAD 83)
 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 - August 23, 2005
 DE7628
 DE7628  HISTORY     - Date     Condition        Report By
 DE7628  HISTORY     - 2001     MONUMENTED       WIDT
 DE7628  HISTORY     - 20030630 GOOD             USPSQD
 DE7628  HISTORY     - 20050823 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7729 ***********************************************************************
 DE7729  DESIGNATION -  4X74
 DE7729  PID         -  DE7729
 DE7729  STATE/COUNTY-  WI/CALUMET
 DE7729  USGS QUAD   -  SHERWOOD (1992)
 DE7729
 DE7729                         *CURRENT SURVEY CONTROL
 DE7729  ___________________________________________________________________
 DE7729* NAD 83(1986)-  44 13 43.     (N)    088 19 21.     (W)     SCALED    
 DE7729* NAVD 88     -       241.302  (meters)     791.67   (feet)  ADJUSTED  
 DE7729  ___________________________________________________________________
 DE7729  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 DE7729  DYNAMIC HT  -         241.261 (meters)     791.54  (feet)  COMP
 DE7729  MODELED GRAV-     980,444.9   (mgal)                       NAVD 88
 DE7729
 DE7729  VERT ORDER  -  SECOND    CLASS I
 DE7729
 DE7729.The horizontal coordinates were scaled from a topographic map and have
 DE7729.an estimated accuracy of +/- 6 seconds.
 DE7729
 DE7729.The orthometric height was determined by differential leveling
 DE7729.and adjusted by the National Geodetic Survey in May 2003..
 DE7729
 DE7729.The geoid height was determined by GEOID03.
 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     -   248,940.      734,020.      MT  (+/- 180 meters Scaled)
 DE7729
 DE7729                          SUPERSEDED SURVEY CONTROL
 DE7729
 DE7729.No superseded survey control is available for this station.
 DE7729
 DE7729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP943981(NAD 83)
 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 = OCTOBER  7, 2006
 DE7575 ***********************************************************************
 DE7575  DESIGNATION -  4X75
 DE7575  PID         -  DE7575
 DE7575  STATE/COUNTY-  WI/OUTAGAMIE
 DE7575  USGS QUAD   -  SHERWOOD (1992)
 DE7575
 DE7575                         *CURRENT SURVEY CONTROL
 DE7575  ___________________________________________________________________
 DE7575* NAD 83(1986)-  44 14 44.     (N)    088 19 27.     (W)     SCALED    
 DE7575* NAVD 88     -       228.355  (meters)     749.19   (feet)  ADJUSTED  
 DE7575  ___________________________________________________________________
 DE7575  GEOID HEIGHT-         -36.21  (meters)                     GEOID03
 DE7575  DYNAMIC HT  -         228.318 (meters)     749.07  (feet)  COMP
 DE7575  MODELED GRAV-     980,447.5   (mgal)                       NAVD 88
 DE7575
 DE7575  VERT ORDER  -  SECOND    CLASS I
 DE7575
 DE7575.The horizontal coordinates were scaled from a topographic map and have
 DE7575.an estimated accuracy of +/- 6 seconds.
 DE7575
 DE7575.The orthometric height was determined by differential leveling
 DE7575.and adjusted by the National Geodetic Survey in May 2003..
 DE7575
 DE7575.The geoid height was determined by GEOID03.
 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     -    47,190.      733,850.      MT  (+/- 180 meters Scaled)
 DE7575
 DE7575                          SUPERSEDED SURVEY CONTROL
 DE7575
 DE7575.No superseded survey control is available for this station.
 DE7575
 DE7575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP942999(NAD 83)
 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 = OCTOBER  7, 2006
 DE7730 ***********************************************************************
 DE7730  DESIGNATION -  4X76
 DE7730  PID         -  DE7730
 DE7730  STATE/COUNTY-  WI/OUTAGAMIE
 DE7730  USGS QUAD   -  KAUKAUNA (1992)
 DE7730
 DE7730                         *CURRENT SURVEY CONTROL
 DE7730  ___________________________________________________________________
 DE7730* NAD 83(1986)-  44 15 25.     (N)    088 19 28.     (W)     SCALED    
 DE7730* NAVD 88     -       215.749  (meters)     707.84   (feet)  ADJUSTED  
 DE7730  ___________________________________________________________________
 DE7730  GEOID HEIGHT-         -36.21  (meters)                     GEOID03
 DE7730  DYNAMIC HT  -         215.713 (meters)     707.72  (feet)  COMP
 DE7730  MODELED GRAV-     980,449.2   (mgal)                       NAVD 88
 DE7730
 DE7730  VERT ORDER  -  SECOND    CLASS I
 DE7730
 DE7730.The horizontal coordinates were scaled from a topographic map and have
 DE7730.an estimated accuracy of +/- 6 seconds.
 DE7730
 DE7730.The orthometric height was determined by differential leveling
 DE7730.and adjusted by the National Geodetic Survey in May 2003..
 DE7730
 DE7730.The geoid height was determined by GEOID03.
 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     -    48,450.      733,800.      MT  (+/- 180 meters Scaled)
 DE7730
 DE7730                          SUPERSEDED SURVEY CONTROL
 DE7730
 DE7730.No superseded survey control is available for this station.
 DE7730
 DE7730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ942012(NAD 83)
 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 = OCTOBER  7, 2006
 DE7745 ***********************************************************************
 DE7745  DESIGNATION -  4X77
 DE7745  PID         -  DE7745
 DE7745  STATE/COUNTY-  WI/OUTAGAMIE
 DE7745  USGS QUAD   -  KAUKAUNA (1992)
 DE7745
 DE7745                         *CURRENT SURVEY CONTROL
 DE7745  ___________________________________________________________________
 DE7745* NAD 83(1986)-  44 16 32.     (N)    088 19 14.     (W)     SCALED    
 DE7745* NAVD 88     -       212.029  (meters)     695.63   (feet)  ADJUSTED  
 DE7745  ___________________________________________________________________
 DE7745  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 DE7745  DYNAMIC HT  -         211.995 (meters)     695.52  (feet)  COMP
 DE7745  MODELED GRAV-     980,452.1   (mgal)                       NAVD 88
 DE7745
 DE7745  VERT ORDER  -  SECOND    CLASS I
 DE7745
 DE7745.The horizontal coordinates were scaled from a topographic map and have
 DE7745.an estimated accuracy of +/- 6 seconds.
 DE7745
 DE7745.The orthometric height was determined by differential leveling
 DE7745.and adjusted by the National Geodetic Survey in May 2003..
 DE7745
 DE7745.The geoid height was determined by GEOID03.
 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     -    50,530.      734,070.      MT  (+/- 180 meters Scaled)
 DE7745
 DE7745                          SUPERSEDED SURVEY CONTROL
 DE7745
 DE7745.No superseded survey control is available for this station.
 DE7745
 DE7745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ946033(NAD 83)
 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 = OCTOBER  7, 2006
 DE7758 ***********************************************************************
 DE7758  DESIGNATION -  4X78
 DE7758  PID         -  DE7758
 DE7758  STATE/COUNTY-  WI/OUTAGAMIE
 DE7758  USGS QUAD   -  KAUKAUNA (1992)
 DE7758
 DE7758                         *CURRENT SURVEY CONTROL
 DE7758  ___________________________________________________________________
 DE7758* NAD 83(1986)-  44 17 13.     (N)    088 20 08.     (W)     SCALED    
 DE7758* NAVD 88     -       222.939  (meters)     731.43   (feet)  ADJUSTED  
 DE7758  ___________________________________________________________________
 DE7758  GEOID HEIGHT-         -36.23  (meters)                     GEOID03
 DE7758  DYNAMIC HT  -         222.903 (meters)     731.31  (feet)  COMP
 DE7758  MODELED GRAV-     980,452.9   (mgal)                       NAVD 88
 DE7758
 DE7758  VERT ORDER  -  SECOND    CLASS I
 DE7758
 DE7758.The horizontal coordinates were scaled from a topographic map and have
 DE7758.an estimated accuracy of +/- 6 seconds.
 DE7758
 DE7758.The orthometric height was determined by differential leveling
 DE7758.and adjusted by the National Geodetic Survey in May 2003..
 DE7758
 DE7758.The geoid height was determined by GEOID03.
 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     -    51,770.      732,840.      MT  (+/- 180 meters Scaled)
 DE7758
 DE7758                          SUPERSEDED SURVEY CONTROL
 DE7758
 DE7758.No superseded survey control is available for this station.
 DE7758
 DE7758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ934046(NAD 83)
 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 = OCTOBER  7, 2006
 DE7759 ***********************************************************************
 DE7759  DESIGNATION -  4X79
 DE7759  PID         -  DE7759
 DE7759  STATE/COUNTY-  WI/OUTAGAMIE
 DE7759  USGS QUAD   -  KAUKAUNA (1992)
 DE7759
 DE7759                         *CURRENT SURVEY CONTROL
 DE7759  ___________________________________________________________________
 DE7759* NAD 83(1986)-  44 18 11.     (N)    088 19 58.     (W)     SCALED    
 DE7759* NAVD 88     -       221.431  (meters)     726.48   (feet)  ADJUSTED  
 DE7759  ___________________________________________________________________
 DE7759  GEOID HEIGHT-         -36.23  (meters)                     GEOID03
 DE7759  DYNAMIC HT  -         221.396 (meters)     726.36  (feet)  COMP
 DE7759  MODELED GRAV-     980,455.2   (mgal)                       NAVD 88
 DE7759
 DE7759  VERT ORDER  -  SECOND    CLASS I
 DE7759
 DE7759.The horizontal coordinates were scaled from a topographic map and have
 DE7759.an estimated accuracy of +/- 6 seconds.
 DE7759
 DE7759.The orthometric height was determined by differential leveling
 DE7759.and adjusted by the National Geodetic Survey in May 2003..
 DE7759
 DE7759.The geoid height was determined by GEOID03.
 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     -    53,560.      733,030.      MT  (+/- 180 meters Scaled)
 DE7759
 DE7759                          SUPERSEDED SURVEY CONTROL
 DE7759
 DE7759.No superseded survey control is available for this station.
 DE7759
 DE7759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ936063(NAD 83)
 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 = OCTOBER  7, 2006
 DE7760 ***********************************************************************
 DE7760  DESIGNATION -  4X80
 DE7760  PID         -  DE7760
 DE7760  STATE/COUNTY-  WI/OUTAGAMIE
 DE7760  USGS QUAD   -  KAUKAUNA (1992)
 DE7760
 DE7760                         *CURRENT SURVEY CONTROL
 DE7760  ___________________________________________________________________
 DE7760* NAD 83(1986)-  44 19 19.     (N)    088 20 01.     (W)     SCALED    
 DE7760* NAVD 88     -       222.017  (meters)     728.40   (feet)  ADJUSTED  
 DE7760  ___________________________________________________________________
 DE7760  GEOID HEIGHT-         -36.23  (meters)                     GEOID03
 DE7760  DYNAMIC HT  -         221.982 (meters)     728.29  (feet)  COMP
 DE7760  MODELED GRAV-     980,457.5   (mgal)                       NAVD 88
 DE7760
 DE7760  VERT ORDER  -  SECOND    CLASS I
 DE7760
 DE7760.The horizontal coordinates were scaled from a topographic map and have
 DE7760.an estimated accuracy of +/- 6 seconds.
 DE7760
 DE7760.The orthometric height was determined by differential leveling
 DE7760.and adjusted by the National Geodetic Survey in May 2003..
 DE7760
 DE7760.The geoid height was determined by GEOID03.
 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     -    55,660.      732,920.      MT  (+/- 180 meters Scaled)
 DE7760
 DE7760                          SUPERSEDED SURVEY CONTROL
 DE7760
 DE7760.No superseded survey control is available for this station.
 DE7760
 DE7760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ936084(NAD 83)
 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 = OCTOBER  7, 2006
 DE7761 ***********************************************************************
 DE7761  DESIGNATION -  4X81
 DE7761  PID         -  DE7761
 DE7761  STATE/COUNTY-  WI/OUTAGAMIE
 DE7761  USGS QUAD   -  KAUKAUNA (1992)
 DE7761
 DE7761                         *CURRENT SURVEY CONTROL
 DE7761  ___________________________________________________________________
 DE7761* NAD 83(1986)-  44 20 31.     (N)    088 19 57.     (W)     SCALED    
 DE7761* NAVD 88     -       225.415  (meters)     739.55   (feet)  ADJUSTED  
 DE7761  ___________________________________________________________________
 DE7761  GEOID HEIGHT-         -36.23  (meters)                     GEOID03
 DE7761  DYNAMIC HT  -         225.380 (meters)     739.43  (feet)  COMP
 DE7761  MODELED GRAV-     980,460.0   (mgal)                       NAVD 88
 DE7761
 DE7761  VERT ORDER  -  SECOND    CLASS I
 DE7761
 DE7761.The horizontal coordinates were scaled from a topographic map and have
 DE7761.an estimated accuracy of +/- 6 seconds.
 DE7761
 DE7761.The orthometric height was determined by differential leveling
 DE7761.and adjusted by the National Geodetic Survey in May 2003..
 DE7761
 DE7761.The geoid height was determined by GEOID03.
 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     -    57,880.      732,960.      MT  (+/- 180 meters Scaled)
 DE7761
 DE7761                          SUPERSEDED SURVEY CONTROL
 DE7761
 DE7761.No superseded survey control is available for this station.
 DE7761
 DE7761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ937107(NAD 83)
 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 = OCTOBER  7, 2006
 DE7762 ***********************************************************************
 DE7762  DESIGNATION -  4X82
 DE7762  PID         -  DE7762
 DE7762  STATE/COUNTY-  WI/OUTAGAMIE
 DE7762  USGS QUAD   -  KAUKAUNA (1992)
 DE7762
 DE7762                         *CURRENT SURVEY CONTROL
 DE7762  ___________________________________________________________________
 DE7762* NAD 83(1986)-  44 21 29.     (N)    088 20 12.     (W)     SCALED    
 DE7762* NAVD 88     -       240.917  (meters)     790.41   (feet)  ADJUSTED  
 DE7762  ___________________________________________________________________
 DE7762  GEOID HEIGHT-         -36.23  (meters)                     GEOID03
 DE7762  DYNAMIC HT  -         240.881 (meters)     790.29  (feet)  COMP
 DE7762  MODELED GRAV-     980,461.6   (mgal)                       NAVD 88
 DE7762
 DE7762  VERT ORDER  -  SECOND    CLASS I
 DE7762
 DE7762.The horizontal coordinates were scaled from a topographic map and have
 DE7762.an estimated accuracy of +/- 6 seconds.
 DE7762
 DE7762.The orthometric height was determined by differential leveling
 DE7762.and adjusted by the National Geodetic Survey in May 2003..
 DE7762
 DE7762.The geoid height was determined by GEOID03.
 DE7762
 DE7762.The dynamic height is computed by dividing the NAVD 88
 DE7762.geopotential number by the normal gravity value computed on the
 DE7762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7762.degrees latitude (g = 980.6199 gals.).
 DE7762
 DE7762.The modeled gravity was interpolated from observed gravity values.
 DE7762
 DE7762;                    North         East    Units  Estimated Accuracy
 DE7762;SPC WI C     -    59,660.      732,590.      MT  (+/- 180 meters Scaled)
 DE7762
 DE7762                          SUPERSEDED SURVEY CONTROL
 DE7762
 DE7762.No superseded survey control is available for this station.
 DE7762
 DE7762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ934125(NAD 83)
 DE7762_MARKER: DD = SURVEY DISK
 DE7762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7762_STAMPING: 4X82 2001
 DE7762_MARK LOGO: WIDT  
 DE7762_PROJECTION: FLUSH
 DE7762_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7762+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DE7762
 DE7762  HISTORY     - Date     Condition        Report By
 DE7762  HISTORY     - 2000     MONUMENTED       WIDT
 DE7762  HISTORY     - 20030611 MARK NOT FOUND   USPSQD
 DE7762  HISTORY     - 20040919 MARK NOT FOUND   USPSQD
 DE7762  HISTORY     - 20050816 MARK NOT FOUND   WIDT
 DE7762
 DE7762                          STATION DESCRIPTION
 DE7762
 DE7762'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7762'THE STATION IS LOCATED ABOUT 11 KM NORTH-NORTHEAST OF APPLETON, 8 KM
 DE7762'NORTH OF LITTLE CHUTE AND 5 KM SOUTHWEST OF FREEDOM.
 DE7762'OWNERSHIP--OUTAGAMIE COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DE7762'OF US HIGHWAY 41 WITH STATE HIGHWAY 47 ABOUT 3 KM NORTH OF THE CITY
 DE7762'OF APPLETON, GO NORTH ON STATE HIGHWAY 47 FOR 6.8 KM TO COUNTY
 DE7762'HIGHWAY O, TURN RIGHT AND GO EAST ON COUNTY HIGHWAY O FOR 5.0 KM TO
 DE7762'FRENCH ROAD, CONTINUE EAST ON COUNTY HIGHWAY O FOR 1.0 KM TO COUNTY
 DE7762'HIGHWAY E, TURN LEFT AND GO NORTHEAST ON COUNTY HIGHWAY E FOR 0.2 KM
 DE7762'TO COUNTY HIGHWAY C NORTH AND THE STATION ON THE LEFT.    THE STATION
 DE7762'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DE7762'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DE7762'SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DE7762'THE STATION IS 13.3 M EAST OF THE CENTERLINE OF COUNTY HIGHWAY C,
 DE7762'30.0 M NORTH OF THE CENTERLINE OF COUNTY HIGHWAY E, 26.5 M NORTHEAST
 DE7762'OF A WOOD POST FOR A --STOP-- SIGN, 21.1 M NORTH OF A WOOD POST FOR A
 DE7762'--COUNTY C-- SIGN, 8.3 M SOUTHEAST OF A WOOD POST FOR A --NORTH
 DE7762'COUNTY C-- SIGN, AND 0.9 M WEST OF A WHITE PLASTIC WITNESS POST.
 DE7762'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7762'THAN 15 DEGREES EXCEPT FOR POWERLINES RUNNING FROM THE SOUTHEAST TO
 DE7762'THE SOUTHWEST AND EXTENDING TO 40 DEGREES.
 DE7762
 DE7762                          STATION RECOVERY (2003)
 DE7762
 DE7762'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7762'NOT FOUND.  NEW EXCAVATION ALONG COUNTY HIGHWAY C MAY HAVE COVERED THE
 DE7762'STATION.  NO WITNESS POST WAS FOUND.
 DE7762
 DE7762                          STATION RECOVERY (2004)
 DE7762
 DE7762'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 DE7762'MARK NOT FOUND.
 DE7762
 DE7762                          STATION RECOVERY (2005)
 DE7762
 DE7762'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7762'NOT FOUND.  THE TOP SECTION OF THE CONCRETE POST IS BROKEN OFF AND
 DE7762'MISSING.  THE TOP OF THE REMAINING PORTION OF THE CONCRETE POST IS 18
 DE7762'CM BELOW GROUND LEVEL.  THE STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7763 ***********************************************************************
 DE7763  DESIGNATION -  4X83
 DE7763  PID         -  DE7763
 DE7763  STATE/COUNTY-  WI/OUTAGAMIE
 DE7763  USGS QUAD   -  FREEDOM (1992)
 DE7763
 DE7763                         *CURRENT SURVEY CONTROL
 DE7763  ___________________________________________________________________
 DE7763* NAD 83(1986)-  44 22 30.     (N)    088 20 04.     (W)     SCALED    
 DE7763* NAVD 88     -       242.541  (meters)     795.74   (feet)  ADJUSTED  
 DE7763  ___________________________________________________________________
 DE7763  GEOID HEIGHT-         -36.23  (meters)                     GEOID03
 DE7763  DYNAMIC HT  -         242.505 (meters)     795.62  (feet)  COMP
 DE7763  MODELED GRAV-     980,463.5   (mgal)                       NAVD 88
 DE7763
 DE7763  VERT ORDER  -  SECOND    CLASS I
 DE7763
 DE7763.The horizontal coordinates were scaled from a topographic map and have
 DE7763.an estimated accuracy of +/- 6 seconds.
 DE7763
 DE7763.The orthometric height was determined by differential leveling
 DE7763.and adjusted by the National Geodetic Survey in May 2003..
 DE7763
 DE7763.The geoid height was determined by GEOID03.
 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     -    61,550.      732,730.      MT  (+/- 180 meters Scaled)
 DE7763
 DE7763                          SUPERSEDED SURVEY CONTROL
 DE7763
 DE7763.No superseded survey control is available for this station.
 DE7763
 DE7763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ936143(NAD 83)
 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 = OCTOBER  7, 2006
 DE7596 ***********************************************************************
 DE7596  DESIGNATION -  4X84
 DE7596  PID         -  DE7596
 DE7596  STATE/COUNTY-  WI/OUTAGAMIE
 DE7596  USGS QUAD   -  FREEDOM (1992)
 DE7596
 DE7596                         *CURRENT SURVEY CONTROL
 DE7596  ___________________________________________________________________
 DE7596* NAD 83(1986)-  44 24 04.     (N)    088 19 57.     (W)     SCALED    
 DE7596* NAVD 88     -       236.727  (meters)     776.66   (feet)  ADJUSTED  
 DE7596  ___________________________________________________________________
 DE7596  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 DE7596  DYNAMIC HT  -         236.693 (meters)     776.55  (feet)  COMP
 DE7596  MODELED GRAV-     980,466.1   (mgal)                       NAVD 88
 DE7596
 DE7596  VERT ORDER  -  SECOND    CLASS I
 DE7596
 DE7596.The horizontal coordinates were scaled from a topographic map and have
 DE7596.an estimated accuracy of +/- 6 seconds.
 DE7596
 DE7596.The orthometric height was determined by differential leveling
 DE7596.and adjusted by the National Geodetic Survey in May 2003..
 DE7596
 DE7596.The geoid height was determined by GEOID03.
 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     -    64,450.      732,830.      MT  (+/- 180 meters Scaled)
 DE7596
 DE7596                          SUPERSEDED SURVEY CONTROL
 DE7596
 DE7596.No superseded survey control is available for this station.
 DE7596
 DE7596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ938172(NAD 83)
 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 - August 16, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7597 ***********************************************************************
 DE7597  DESIGNATION -  4X85
 DE7597  PID         -  DE7597
 DE7597  STATE/COUNTY-  WI/OUTAGAMIE
 DE7597  USGS QUAD   -  FREEDOM (1992)
 DE7597
 DE7597                         *CURRENT SURVEY CONTROL
 DE7597  ___________________________________________________________________
 DE7597* NAD 83(1986)-  44 25 09.     (N)    088 19 54.     (W)     SCALED    
 DE7597* NAVD 88     -       245.437  (meters)     805.24   (feet)  ADJUSTED  
 DE7597  ___________________________________________________________________
 DE7597  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 DE7597  DYNAMIC HT  -         245.401 (meters)     805.12  (feet)  COMP
 DE7597  MODELED GRAV-     980,467.7   (mgal)                       NAVD 88
 DE7597
 DE7597  VERT ORDER  -  SECOND    CLASS I
 DE7597
 DE7597.The horizontal coordinates were scaled from a topographic map and have
 DE7597.an estimated accuracy of +/- 6 seconds.
 DE7597
 DE7597.The orthometric height was determined by differential leveling
 DE7597.and adjusted by the National Geodetic Survey in May 2003..
 DE7597
 DE7597.The geoid height was determined by GEOID03.
 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     -    66,460.      732,850.      MT  (+/- 180 meters Scaled)
 DE7597
 DE7597                          SUPERSEDED SURVEY CONTROL
 DE7597
 DE7597.No superseded survey control is available for this station.
 DE7597
 DE7597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ939192(NAD 83)
 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 - August 16, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7598 ***********************************************************************
 DE7598  DESIGNATION -  4X86
 DE7598  PID         -  DE7598
 DE7598  STATE/COUNTY-  WI/OUTAGAMIE
 DE7598  USGS QUAD   -  FREEDOM (1992)
 DE7598
 DE7598                         *CURRENT SURVEY CONTROL
 DE7598  ___________________________________________________________________
 DE7598* NAD 83(1986)-  44 26 01.     (N)    088 19 52.     (W)     SCALED    
 DE7598* NAVD 88     -       242.781  (meters)     796.52   (feet)  ADJUSTED  
 DE7598  ___________________________________________________________________
 DE7598  GEOID HEIGHT-         -36.21  (meters)                     GEOID03
 DE7598  DYNAMIC HT  -         242.746 (meters)     796.41  (feet)  COMP
 DE7598  MODELED GRAV-     980,468.9   (mgal)                       NAVD 88
 DE7598
 DE7598  VERT ORDER  -  SECOND    CLASS I
 DE7598
 DE7598.The horizontal coordinates were scaled from a topographic map and have
 DE7598.an estimated accuracy of +/- 6 seconds.
 DE7598
 DE7598.The orthometric height was determined by differential leveling
 DE7598.and adjusted by the National Geodetic Survey in May 2003..
 DE7598
 DE7598.The geoid height was determined by GEOID03.
 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     -    68,070.      732,860.      MT  (+/- 180 meters Scaled)
 DE7598
 DE7598                          SUPERSEDED SURVEY CONTROL
 DE7598
 DE7598.No superseded survey control is available for this station.
 DE7598
 DE7598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ940208(NAD 83)
 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 - August 16, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7601 ***********************************************************************
 DE7601  DESIGNATION -  4X87
 DE7601  PID         -  DE7601
 DE7601  STATE/COUNTY-  WI/OUTAGAMIE
 DE7601  USGS QUAD   -  FREEDOM (1992)
 DE7601
 DE7601                         *CURRENT SURVEY CONTROL
 DE7601  ___________________________________________________________________
 DE7601* NAD 83(1986)-  44 28 21.     (N)    088 19 58.     (W)     SCALED    
 DE7601* NAVD 88     -       244.781  (meters)     803.09   (feet)  ADJUSTED  
 DE7601  ___________________________________________________________________
 DE7601  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 DE7601  DYNAMIC HT  -         244.747 (meters)     802.97  (feet)  COMP
 DE7601  MODELED GRAV-     980,471.6   (mgal)                       NAVD 88
 DE7601
 DE7601  VERT ORDER  -  SECOND    CLASS I
 DE7601
 DE7601.The horizontal coordinates were scaled from a topographic map and have
 DE7601.an estimated accuracy of +/- 6 seconds.
 DE7601
 DE7601.The orthometric height was determined by differential leveling
 DE7601.and adjusted by the National Geodetic Survey in May 2003..
 DE7601
 DE7601.The geoid height was determined by GEOID03.
 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     -    72,390.      732,640.      MT  (+/- 180 meters Scaled)
 DE7601
 DE7601                          SUPERSEDED SURVEY CONTROL
 DE7601
 DE7601.No superseded survey control is available for this station.
 DE7601
 DE7601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ939252(NAD 83)
 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 - August 16, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7602 ***********************************************************************
 DE7602  DESIGNATION -  4X88
 DE7602  PID         -  DE7602
 DE7602  STATE/COUNTY-  WI/OUTAGAMIE
 DE7602  USGS QUAD   -  FREEDOM (1992)
 DE7602
 DE7602                         *CURRENT SURVEY CONTROL
 DE7602  ___________________________________________________________________
 DE7602* NAD 83(1986)-  44 29 15.     (N)    088 19 47.     (W)     SCALED    
 DE7602* NAVD 88     -       248.123  (meters)     814.05   (feet)  ADJUSTED  
 DE7602  ___________________________________________________________________
 DE7602  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 DE7602  DYNAMIC HT  -         248.088 (meters)     813.94  (feet)  COMP
 DE7602  MODELED GRAV-     980,472.6   (mgal)                       NAVD 88
 DE7602
 DE7602  VERT ORDER  -  SECOND    CLASS I
 DE7602
 DE7602.The horizontal coordinates were scaled from a topographic map and have
 DE7602.an estimated accuracy of +/- 6 seconds.
 DE7602
 DE7602.The orthometric height was determined by differential leveling
 DE7602.and adjusted by the National Geodetic Survey in May 2003..
 DE7602
 DE7602.The geoid height was determined by GEOID03.
 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     -    74,060.      732,850.      MT  (+/- 180 meters Scaled)
 DE7602
 DE7602                          SUPERSEDED SURVEY CONTROL
 DE7602
 DE7602.No superseded survey control is available for this station.
 DE7602
 DE7602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ942268(NAD 83)
 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 - July 26, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7603 ***********************************************************************
 DE7603  DESIGNATION -  4X89
 DE7603  PID         -  DE7603
 DE7603  STATE/COUNTY-  WI/OUTAGAMIE
 DE7603  USGS QUAD   -  SEYMOUR (1992)
 DE7603
 DE7603                         *CURRENT SURVEY CONTROL
 DE7603  ___________________________________________________________________
 DE7603* NAD 83(1986)-  44 30 05.     (N)    088 19 14.     (W)     SCALED    
 DE7603* NAVD 88     -       246.052  (meters)     807.26   (feet)  ADJUSTED  
 DE7603  ___________________________________________________________________
 DE7603  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 DE7603  DYNAMIC HT  -         246.018 (meters)     807.14  (feet)  COMP
 DE7603  MODELED GRAV-     980,472.2   (mgal)                       NAVD 88
 DE7603
 DE7603  VERT ORDER  -  SECOND    CLASS I
 DE7603
 DE7603.The horizontal coordinates were scaled from a topographic map and have
 DE7603.an estimated accuracy of +/- 6 seconds.
 DE7603
 DE7603.The orthometric height was determined by differential leveling
 DE7603.and adjusted by the National Geodetic Survey in May 2003..
 DE7603.No vertical observational check was made to the station.
 DE7603
 DE7603.The geoid height was determined by GEOID03.
 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     -    75,610.      733,550.      MT  (+/- 180 meters Scaled)
 DE7603
 DE7603                          SUPERSEDED SURVEY CONTROL
 DE7603
 DE7603.No superseded survey control is available for this station.
 DE7603
 DE7603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ950284(NAD 83)
 DE7603_MARKER: DD = SURVEY DISK
 DE7603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7603_STAMPING: 4X89 2001
 DE7603_MARK LOGO: WIDT  
 DE7603_PROJECTION: FLUSH
 DE7603_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7603+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7672 ***********************************************************************
 DE7672  DESIGNATION -  4Y90
 DE7672  PID         -  DE7672
 DE7672  STATE/COUNTY-  WI/MANITOWOC
 DE7672  USGS QUAD   -  MANITOWOC (1973)
 DE7672
 DE7672                         *CURRENT SURVEY CONTROL
 DE7672  ___________________________________________________________________
 DE7672* NAD 83(1986)-  44 00 40.     (N)    087 43 01.     (W)     SCALED    
 DE7672* NAVD 88     -       198.701  (meters)     651.90   (feet)  ADJUSTED  
 DE7672  ___________________________________________________________________
 DE7672  GEOID HEIGHT-         -36.06  (meters)                     GEOID03
 DE7672  DYNAMIC HT  -         198.666 (meters)     651.79  (feet)  COMP
 DE7672  MODELED GRAV-     980,438.7   (mgal)                       NAVD 88
 DE7672
 DE7672  VERT ORDER  -  SECOND    CLASS I
 DE7672
 DE7672.The horizontal coordinates were scaled from a topographic map and have
 DE7672.an estimated accuracy of +/- 6 seconds.
 DE7672
 DE7672.The orthometric height was determined by differential leveling
 DE7672.and adjusted by the National Geodetic Survey in May 2003..
 DE7672
 DE7672.The geoid height was determined by GEOID03.
 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     -   225,930.      783,060.      MT  (+/- 180 meters Scaled)
 DE7672
 DE7672                          SUPERSEDED SURVEY CONTROL
 DE7672
 DE7672.No superseded survey control is available for this station.
 DE7672
 DE7672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP425733(NAD 83)
 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 - June 22, 2003
 DE7672
 DE7672  HISTORY     - Date     Condition        Report By
 DE7672  HISTORY     - 2001     MONUMENTED       WIDT
 DE7672  HISTORY     - 20030622 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7753 ***********************************************************************
 DE7753  DESIGNATION -  4Y91
 DE7753  PID         -  DE7753
 DE7753  STATE/COUNTY-  WI/MANITOWOC
 DE7753  USGS QUAD   -  MANITOWOC (1973)
 DE7753
 DE7753                         *CURRENT SURVEY CONTROL
 DE7753  ___________________________________________________________________
 DE7753* NAD 83(1986)-  44 06 32.     (N)    087 42 56.     (W)     SCALED    
 DE7753* NAVD 88     -       198.974  (meters)     652.80   (feet)  ADJUSTED  
 DE7753  ___________________________________________________________________
 DE7753  GEOID HEIGHT-         -36.10  (meters)                     GEOID03
 DE7753  DYNAMIC HT  -         198.942 (meters)     652.70  (feet)  COMP
 DE7753  MODELED GRAV-     980,450.3   (mgal)                       NAVD 88
 DE7753
 DE7753  VERT ORDER  -  SECOND    CLASS I
 DE7753
 DE7753.The horizontal coordinates were scaled from a topographic map and have
 DE7753.an estimated accuracy of +/- 6 seconds.
 DE7753
 DE7753.The orthometric height was determined by differential leveling
 DE7753.and adjusted by the National Geodetic Survey in May 2003..
 DE7753
 DE7753.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 DE7753;SPC WI S     -   236,790.      782,870.      MT  (+/- 180 meters Scaled)
 DE7753
 DE7753                          SUPERSEDED SURVEY CONTROL
 DE7753
 DE7753.No superseded survey control is available for this station.
 DE7753
 DE7753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP427842(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7753+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2003
 DE7753
 DE7753  HISTORY     - Date     Condition        Report By
 DE7753  HISTORY     - 2000     MONUMENTED       WIDT
 DE7753  HISTORY     - 20030619 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7651 ***********************************************************************
 DE7651  DESIGNATION -  4Y92
 DE7651  PID         -  DE7651
 DE7651  STATE/COUNTY-  WI/MANITOWOC
 DE7651  USGS QUAD   -  MISHICOT (1978)
 DE7651
 DE7651                         *CURRENT SURVEY CONTROL
 DE7651  ___________________________________________________________________
 DE7651* NAD 83(1986)-  44 09 12.     (N)    087 41 48.     (W)     SCALED    
 DE7651* NAVD 88     -       207.837  (meters)     681.88   (feet)  ADJUSTED  
 DE7651  ___________________________________________________________________
 DE7651  GEOID HEIGHT-         -36.12  (meters)                     GEOID03
 DE7651  DYNAMIC HT  -         207.804 (meters)     681.77  (feet)  COMP
 DE7651  MODELED GRAV-     980,456.6   (mgal)                       NAVD 88
 DE7651
 DE7651  VERT ORDER  -  SECOND    CLASS I
 DE7651
 DE7651.The horizontal coordinates were scaled from a topographic map and have
 DE7651.an estimated accuracy of +/- 6 seconds.
 DE7651
 DE7651.The orthometric height was determined by differential leveling
 DE7651.and adjusted by the National Geodetic Survey in May 2003..
 DE7651
 DE7651.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 DE7651;SPC WI S     -   241,770.      784,250.      MT  (+/- 180 meters Scaled)
 DE7651
 DE7651                          SUPERSEDED SURVEY CONTROL
 DE7651
 DE7651.No superseded survey control is available for this station.
 DE7651
 DE7651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP442891(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7651+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2003
 DE7651
 DE7651  HISTORY     - Date     Condition        Report By
 DE7651  HISTORY     - 2000     MONUMENTED       WIDT
 DE7651  HISTORY     - 20030619 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7693 ***********************************************************************
 DE7693  DESIGNATION -  4Y93
 DE7693  PID         -  DE7693
 DE7693  STATE/COUNTY-  WI/MANITOWOC
 DE7693  USGS QUAD   -  MISHICOT (1978)
 DE7693
 DE7693                         *CURRENT SURVEY CONTROL
 DE7693  ___________________________________________________________________
 DE7693* NAD 83(1986)-  44 13 52.     (N)    087 44 45.     (W)     SCALED    
 DE7693* NAVD 88     -       235.560  (meters)     772.83   (feet)  ADJUSTED  
 DE7693  ___________________________________________________________________
 DE7693  GEOID HEIGHT-         -36.08  (meters)                     GEOID03
 DE7693  DYNAMIC HT  -         235.525 (meters)     772.72  (feet)  COMP
 DE7693  MODELED GRAV-     980,463.1   (mgal)                       NAVD 88
 DE7693
 DE7693  VERT ORDER  -  SECOND    CLASS I
 DE7693
 DE7693.The horizontal coordinates were scaled from a topographic map and have
 DE7693.an estimated accuracy of +/- 6 seconds.
 DE7693
 DE7693.The orthometric height was determined by differential leveling
 DE7693.and adjusted by the National Geodetic Survey in May 2003..
 DE7693
 DE7693.The geoid height was determined by GEOID03.
 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     -   250,300.      780,080.      MT  (+/- 180 meters Scaled)
 DE7693
 DE7693                          SUPERSEDED SURVEY CONTROL
 DE7693
 DE7693.No superseded survey control is available for this station.
 DE7693
 DE7693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP404978(NAD 83)
 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 SUITABLE FOR
 DE7693+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2003
 DE7693
 DE7693  HISTORY     - Date     Condition        Report By
 DE7693  HISTORY     - 2001     MONUMENTED       WIDT
 DE7693  HISTORY     - 20030619 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7692 ***********************************************************************
 DE7692  DESIGNATION -  4Y94
 DE7692  PID         -  DE7692
 DE7692  STATE/COUNTY-  WI/MANITOWOC
 DE7692  USGS QUAD   -  DENMARK (1978)
 DE7692
 DE7692                         *CURRENT SURVEY CONTROL
 DE7692  ___________________________________________________________________
 DE7692* NAD 83(1986)-  44 18 46.     (N)    087 49 15.     (W)     SCALED    
 DE7692* NAVD 88     -       259.046  (meters)     849.89   (feet)  ADJUSTED  
 DE7692  ___________________________________________________________________
 DE7692  GEOID HEIGHT-         -36.05  (meters)                     GEOID03
 DE7692  DYNAMIC HT  -         259.009 (meters)     849.77  (feet)  COMP
 DE7692  MODELED GRAV-     980,468.0   (mgal)                       NAVD 88
 DE7692
 DE7692  VERT ORDER  -  SECOND    CLASS I
 DE7692
 DE7692.The horizontal coordinates were scaled from a topographic map and have
 DE7692.an estimated accuracy of +/- 6 seconds.
 DE7692
 DE7692.The orthometric height was determined by differential leveling
 DE7692.and adjusted by the National Geodetic Survey in May 2003..
 DE7692
 DE7692.The geoid height was determined by GEOID03.
 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     -   259,210.      773,850.      MT  (+/- 180 meters Scaled)
 DE7692
 DE7692                          SUPERSEDED SURVEY CONTROL
 DE7692
 DE7692.No superseded survey control is available for this station.
 DE7692
 DE7692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ345069(NAD 83)
 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 - June 19, 2003
 DE7692
 DE7692  HISTORY     - Date     Condition        Report By
 DE7692  HISTORY     - 2001     MONUMENTED       WIDT
 DE7692  HISTORY     - 20030619 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7741 ***********************************************************************
 DE7741  DESIGNATION -  4Y95
 DE7741  PID         -  DE7741
 DE7741  STATE/COUNTY-  WI/MANITOWOC
 DE7741  USGS QUAD   -  MANITOWOC (1973)
 DE7741
 DE7741                         *CURRENT SURVEY CONTROL
 DE7741  ___________________________________________________________________
 DE7741* NAD 83(1986)-  44 02 16.     (N)    087 41 46.     (W)     SCALED    
 DE7741* NAVD 88     -       202.924  (meters)     665.76   (feet)  ADJUSTED  
 DE7741  ___________________________________________________________________
 DE7741  GEOID HEIGHT-         -36.09  (meters)                     GEOID03
 DE7741  DYNAMIC HT  -         202.889 (meters)     665.64  (feet)  COMP
 DE7741  MODELED GRAV-     980,442.9   (mgal)                       NAVD 88
 DE7741
 DE7741  VERT ORDER  -  SECOND    CLASS I
 DE7741
 DE7741.The horizontal coordinates were scaled from a topographic map and have
 DE7741.an estimated accuracy of +/- 6 seconds.
 DE7741
 DE7741.The orthometric height was determined by differential leveling
 DE7741.and adjusted by the National Geodetic Survey in May 2003..
 DE7741
 DE7741.The geoid height was determined by GEOID03.
 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     -   228,940.      784,640.      MT  (+/- 180 meters Scaled)
 DE7741
 DE7741                          SUPERSEDED SURVEY CONTROL
 DE7741
 DE7741.No superseded survey control is available for this station.
 DE7741
 DE7741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP442763(NAD 83)
 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 - June 22, 2003
 DE7741
 DE7741  HISTORY     - Date     Condition        Report By
 DE7741  HISTORY     - 2001     MONUMENTED       WIDT
 DE7741  HISTORY     - 20030622 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0503 ***********************************************************************
 PO0503  DESIGNATION -  5 CDS
 PO0503  PID         -  PO0503
 PO0503  STATE/COUNTY-  WI/WOOD
 PO0503  USGS QUAD   -  BABCOCK (1984)
 PO0503
 PO0503                         *CURRENT SURVEY CONTROL
 PO0503  ___________________________________________________________________
 PO0503* NAD 83(1986)-  44 18 23.     (N)    090 04 46.     (W)     SCALED    
 PO0503* NAVD 88     -       297.186  (meters)     975.02   (feet)  ADJUSTED  
 PO0503  ___________________________________________________________________
 PO0503  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 PO0503  DYNAMIC HT  -         297.132 (meters)     974.84  (feet)  COMP
 PO0503  MODELED GRAV-     980,430.0   (mgal)                       NAVD 88
 PO0503
 PO0503  VERT ORDER  -  FIRST     CLASS II
 PO0503
 PO0503.The horizontal coordinates were scaled from a topographic map and have
 PO0503.an estimated accuracy of +/- 6 seconds.
 PO0503
 PO0503.The orthometric height was determined by differential leveling
 PO0503.and adjusted by the National Geodetic Survey in June 1991..
 PO0503
 PO0503.The geoid height was determined by GEOID03.
 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     -    52,570.      593,660.      MT  (+/- 180 meters Scaled)
 PO0503
 PO0503                          SUPERSEDED SURVEY CONTROL
 PO0503
 PO0503.No superseded survey control is available for this station.
 PO0503
 PO0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK329100(NAD 83)
 PO0503_MARKER: DB = BENCH MARK DISK
 PO0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0503_SP_SET: CONCRETE POST
 PO0503_STAMPING: 5 CDS 1966 975
 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 - 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0223 ***********************************************************************
 RM0223  DESIGNATION -  5 J
 RM0223  PID         -  RM0223
 RM0223  STATE/COUNTY-  WI/ASHLAND
 RM0223  USGS QUAD   -  ASHLAND EAST (1975)
 RM0223
 RM0223                         *CURRENT SURVEY CONTROL
 RM0223  ___________________________________________________________________
 RM0223* NAD 83(1986)-  46 32 09.     (N)    090 51 01.     (W)     SCALED    
 RM0223* NAVD 88     -       221.800  (meters)     727.69   (feet)  ADJUSTED  
 RM0223  ___________________________________________________________________
 RM0223  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 RM0223  DYNAMIC HT  -         221.806 (meters)     727.71  (feet)  COMP
 RM0223  MODELED GRAV-     980,636.3   (mgal)                       NAVD 88
 RM0223
 RM0223  VERT ORDER  -  SECOND    CLASS 0
 RM0223
 RM0223.The horizontal coordinates were scaled from a topographic map and have
 RM0223.an estimated accuracy of +/- 6 seconds.
 RM0223
 RM0223.The orthometric height was determined by differential leveling
 RM0223.and adjusted by the National Geodetic Survey in June 1991..
 RM0223
 RM0223.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0223.See file dsdata.txt to determine how the superseded data were derived.
 RM0223
 RM0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM648558(NAD 83)
 RM0223_MARKER: P = PIPE CAP
 RM0223_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RM0223_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RM0223_STAMPING: PRIM TRAV STA NO 5 J WIS 1919
 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             NGS
 RM0223
 RM0223                          STATION DESCRIPTION
 RM0223
 RM0223'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 QN0383 ***********************************************************************
 QN0383  DESIGNATION -  5 RLU
 QN0383  PID         -  QN0383
 QN0383  STATE/COUNTY-  WI/RUSK
 QN0383  USGS QUAD   -  BRUCE (1972)
 QN0383
 QN0383                         *CURRENT SURVEY CONTROL
 QN0383  ___________________________________________________________________
 QN0383* NAD 83(1986)-  45 26 09.     (N)    091 21 36.     (W)     SCALED    
 QN0383* NAVD 88     -       342.884  (meters)    1124.95   (feet)  ADJUSTED  
 QN0383  ___________________________________________________________________
 QN0383  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 QN0383  DYNAMIC HT  -         342.866 (meters)    1124.89  (feet)  COMP
 QN0383  MODELED GRAV-     980,554.0   (mgal)                       NAVD 88
 QN0383
 QN0383  VERT ORDER  -  FIRST     CLASS II
 QN0383
 QN0383.The horizontal coordinates were scaled from a topographic map and have
 QN0383.an estimated accuracy of +/- 6 seconds.
 QN0383
 QN0383.The orthometric height was determined by differential leveling
 QN0383.and adjusted by the National Geodetic Survey in June 1991..
 QN0383
 QN0383.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 QN0383
 QN0383.No superseded survey control is available for this station.
 QN0383
 QN0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL282326(NAD 83)
 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_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 = OCTOBER  7, 2006
 OM0100 ***********************************************************************
 OM0100  DESIGNATION -  50
 OM0100  PID         -  OM0100
 OM0100  STATE/COUNTY-  WI/WAUKESHA
 OM0100  USGS QUAD   -  OCONOMOWOC EAST (1976)
 OM0100
 OM0100                         *CURRENT SURVEY CONTROL
 OM0100  ___________________________________________________________________
 OM0100* NAD 83(1986)-  43 06 07.     (N)    088 22 56.     (W)     SCALED    
 OM0100* NAVD 88     -       284.945  (meters)     934.86   (feet)  ADJUSTED  
 OM0100  ___________________________________________________________________
 OM0100  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 OM0100  DYNAMIC HT  -         284.871 (meters)     934.61  (feet)  COMP
 OM0100  MODELED GRAV-     980,353.1   (mgal)                       NAVD 88
 OM0100
 OM0100  VERT ORDER  -  SECOND    CLASS 0
 OM0100
 OM0100.The horizontal coordinates were scaled from a topographic map and have
 OM0100.an estimated accuracy of +/- 6 seconds.
 OM0100
 OM0100.The orthometric height was determined by differential leveling
 OM0100.and adjusted by the National Geodetic Survey in June 1991..
 OM0100
 OM0100.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0100.See file dsdata.txt to determine how the superseded data were derived.
 OM0100
 OM0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN875730(NAD 83)
 OM0100_MARKER: DB = BENCH MARK DISK
 OM0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0100_STAMPING: 50
 OM0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0100+STABILITY: SURFACE MOTION
 OM0100
 OM0100  HISTORY     - Date     Condition        Report By
 OM0100  HISTORY     - UNK      MONUMENTED       CGS
 OM0100  HISTORY     - 1934     GOOD             NGS
 OM0100  HISTORY     - 1956     GOOD             NGS
 OM0100  HISTORY     - 20060902 MARK NOT FOUND   USPSQD
 OM0100
 OM0100                          STATION DESCRIPTION
 OM0100
 OM0100'DESCRIBED BY NATIONAL 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 NATIONAL 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 = OCTOBER  7, 2006
 AF9940 ***********************************************************************
 AF9940  DESIGNATION -  500 CHITTAMO
 AF9940  PID         -  AF9940
 AF9940  STATE/COUNTY-  WI/WASHBURN
 AF9940  USGS QUAD   -  CHITTAMO (1971)
 AF9940
 AF9940                         *CURRENT SURVEY CONTROL
 AF9940  ___________________________________________________________________
 AF9940* NAD 83(1997)-  46 08 09.57955(N)    091 40 30.71545(W)     ADJUSTED  
 AF9940* NAVD 88     -       338.7    (meters)    1111.     (feet)  GPS OBS   
 AF9940  ___________________________________________________________________
 AF9940  X           -    -129,436.000 (meters)                     COMP
 AF9940  Y           -  -4,425,757.394 (meters)                     COMP
 AF9940  Z           -   4,575,959.615 (meters)                     COMP
 AF9940  LAPLACE CORR-          -7.22  (seconds)                    DEFLEC99
 AF9940  ELLIP HEIGHT-         311.30  (meters)          (12/26/02) GPS OBS
 AF9940  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AF9940
 AF9940  HORZ ORDER  -  FIRST
 AF9940  ELLP ORDER  -  THIRD     CLASS II
 AF9940
 AF9940.The horizontal coordinates were established by GPS observations
 AF9940.and adjusted by the National Geodetic Survey in December 2002..
 AF9940
 AF9940.The orthometric height was determined by GPS observations and a
 AF9940.high-resolution geoid model.
 AF9940
 AF9940.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9940
 AF9940.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9940
 AF9940.The ellipsoidal height was determined by GPS observations
 AF9940.and is referenced to NAD 83.
 AF9940
 AF9940.The geoid height was determined by GEOID03.
 AF9940
 AF9940;                    North         East     Units Scale Factor Converg.
 AF9940;SPC WI N     -   109,100.158   470,568.515   MT  0.99994550   -1 12 30.4
 AF9940;SPC WI N     -   357,939.44  1,543,856.87   sFT  0.99994550   -1 12 30.4
 AF9940;UTM  15      - 5,110,010.612   602,330.470   MT  0.99972873   +0 57 18.9
 AF9940
 AF9940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9940!SPC WI N     -   0.99995120  x   0.99994550  =   0.99989670
 AF9940!UTM  15      -   0.99995120  x   0.99972873  =   0.99967994
 AF9940
 AF9940                          SUPERSEDED SURVEY CONTROL
 AF9940
 AF9940  NAD 83(1991)-  46 08 09.57932(N)    091 40 30.71413(W) AD(       ) 1
 AF9940
 AF9940.Superseded values are not recommended for survey control.
 AF9940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9940.See file dsdata.txt to determine how the superseded data were derived.
 AF9940
 AF9940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM0233010011(NAD 83)
 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 = OCTOBER  7, 2006
 AF9939 ***********************************************************************
 AF9939  DESIGNATION -  501 BEAN BROOK
 AF9939  PID         -  AF9939
 AF9939  STATE/COUNTY-  WI/WASHBURN
 AF9939  USGS QUAD   -  SPRINGBROOK (1971)
 AF9939
 AF9939                         *CURRENT SURVEY CONTROL
 AF9939  ___________________________________________________________________
 AF9939* NAD 83(1997)-  45 54 27.45802(N)    091 39 42.22017(W)     ADJUSTED  
 AF9939* NAVD 88     -       344.4    (meters)    1130.     (feet)  GPS OBS   
 AF9939  ___________________________________________________________________
 AF9939  X           -    -128,925.247 (meters)                     COMP
 AF9939  Y           -  -4,444,049.818 (meters)                     COMP
 AF9939  Z           -   4,558,335.935 (meters)                     COMP
 AF9939  LAPLACE CORR-          -5.73  (seconds)                    DEFLEC99
 AF9939  ELLIP HEIGHT-         315.49  (meters)          (12/26/02) GPS OBS
 AF9939  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 AF9939
 AF9939  HORZ ORDER  -  FIRST
 AF9939  ELLP ORDER  -  THIRD     CLASS II
 AF9939
 AF9939.The horizontal coordinates were established by GPS observations
 AF9939.and adjusted by the National Geodetic Survey in December 2002..
 AF9939
 AF9939.The orthometric height was determined by GPS observations and a
 AF9939.high-resolution geoid model.
 AF9939
 AF9939.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9939
 AF9939.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9939
 AF9939.The ellipsoidal height was determined by GPS observations
 AF9939.and is referenced to NAD 83.
 AF9939
 AF9939.The geoid height was determined by GEOID03.
 AF9939
 AF9939;                    North         East     Units Scale Factor Converg.
 AF9939;SPC WI N     -    83,701.737   471,078.174   MT  0.99995560   -1 11 55.4
 AF9939;SPC WI N     -   274,611.45  1,545,528.98   sFT  0.99995560   -1 11 55.4
 AF9939;UTM  15      - 5,084,655.039   603,797.532   MT  0.99973245   +0 57 40.5
 AF9939
 AF9939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9939!SPC WI N     -   0.99995054  x   0.99995560  =   0.99990615
 AF9939!UTM  15      -   0.99995054  x   0.99973245  =   0.99968301
 AF9939
 AF9939                          SUPERSEDED SURVEY CONTROL
 AF9939
 AF9939  NAD 83(1991)-  45 54 27.45767(N)    091 39 42.21874(W) AD(       ) 1
 AF9939  ELLIP H (04/30/98)  315.50   (m)                       GP(       ) 3 2
 AF9939
 AF9939.Superseded values are not recommended for survey control.
 AF9939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9939.See file dsdata.txt to determine how the superseded data were derived.
 AF9939
 AF9939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL0379884655(NAD 83)
 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 = OCTOBER  7, 2006
 AG9545 ***********************************************************************
 AG9545  DESIGNATION -  502 FIVE MILE
 AG9545  PID         -  AG9545
 AG9545  STATE/COUNTY-  WI/WASHBURN
 AG9545  USGS QUAD   -  FROG LAKE (1983)
 AG9545
 AG9545                         *CURRENT SURVEY CONTROL
 AG9545  ___________________________________________________________________
 AG9545* NAD 83(1997)-  46 06 52.11130(N)    092 00 25.02085(W)     ADJUSTED  
 AG9545* NAVD 88     -       317.2    (meters)    1041.     (feet)  GPS OBS   
 AG9545  ___________________________________________________________________
 AG9545  X           -    -155,119.393 (meters)                     COMP
 AG9545  Y           -  -4,426,642.563 (meters)                     COMP
 AG9545  Z           -   4,574,286.709 (meters)                     COMP
 AG9545  LAPLACE CORR-          -5.94  (seconds)                    DEFLEC99
 AG9545  ELLIP HEIGHT-         290.45  (meters)          (12/26/02) GPS OBS
 AG9545  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AG9545
 AG9545  HORZ ORDER  -  FIRST
 AG9545  ELLP ORDER  -  THIRD     CLASS II
 AG9545
 AG9545.The horizontal coordinates were established by GPS observations
 AG9545.and adjusted by the National Geodetic Survey in December 2002..
 AG9545
 AG9545.The orthometric height was determined by GPS observations and a
 AG9545.high-resolution geoid model.
 AG9545
 AG9545.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9545
 AG9545.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9545
 AG9545.The ellipsoidal height was determined by GPS observations
 AG9545.and is referenced to NAD 83.
 AG9545
 AG9545.The geoid height was determined by GEOID03.
 AG9545
 AG9545;                    North         East     Units Scale Factor Converg.
 AG9545;SPC WI N     -   107,303.276   444,880.855   MT  0.99994578   -1 26 51.9
 AG9545;SPC WI N     -   352,044.16  1,459,579.94   sFT  0.99994578   -1 26 51.9
 AG9545;UTM  15      - 5,107,245.915   576,735.268   MT  0.99967238   +0 42 56.7
 AG9545
 AG9545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9545!SPC WI N     -   0.99995447  x   0.99994578  =   0.99990025
 AG9545!UTM  15      -   0.99995447  x   0.99967238  =   0.99962686
 AG9545
 AG9545                          SUPERSEDED SURVEY CONTROL
 AG9545
 AG9545  NAD 83(1991)-  46 06 52.11106(N)    092 00 25.01937(W) AD(       ) 1
 AG9545  ELLIP H (04/30/98)  290.47   (m)                       GP(       ) 3 2
 AG9545
 AG9545.Superseded values are not recommended for survey control.
 AG9545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9545.See file dsdata.txt to determine how the superseded data were derived.
 AG9545
 AG9545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM7673507246(NAD 83)
 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 = OCTOBER  7, 2006
 AF9992 ***********************************************************************
 AF9992  DESIGNATION -  503 TRANUS
 AF9992  PID         -  AF9992
 AF9992  STATE/COUNTY-  WI/WASHBURN
 AF9992  USGS QUAD   -  STANBERRY WEST (1971)
 AF9992
 AF9992                         *CURRENT SURVEY CONTROL
 AF9992  ___________________________________________________________________
 AF9992* NAD 83(1997)-  46 00 42.67781(N)    091 39 22.46342(W)     ADJUSTED  
 AF9992* NAVD 88     -       353.6    (meters)    1160.     (feet)  GPS OBS   
 AF9992  ___________________________________________________________________
 AF9992  X           -    -128,259.069 (meters)                     COMP
 AF9992  Y           -  -4,435,744.265 (meters)                     COMP
 AF9992  Z           -   4,566,396.953 (meters)                     COMP
 AF9992  LAPLACE CORR-          -8.96  (seconds)                    DEFLEC99
 AF9992  ELLIP HEIGHT-         325.46  (meters)          (12/26/02) GPS OBS
 AF9992  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 AF9992
 AF9992  HORZ ORDER  -  FIRST
 AF9992  ELLP ORDER  -  THIRD     CLASS II
 AF9992
 AF9992.The horizontal coordinates were established by GPS observations
 AF9992.and adjusted by the National Geodetic Survey in December 2002..
 AF9992
 AF9992.The orthometric height was determined by GPS observations and a
 AF9992.high-resolution geoid model.
 AF9992
 AF9992.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9992
 AF9992.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9992
 AF9992.The ellipsoidal height was determined by GPS observations
 AF9992.and is referenced to NAD 83.
 AF9992
 AF9992.The geoid height was determined by GEOID03.
 AF9992
 AF9992;                    North         East     Units Scale Factor Converg.
 AF9992;SPC WI N     -    95,274.736   471,745.434   MT  0.99994903   -1 11 41.1
 AF9992;SPC WI N     -   312,580.53  1,547,718.14   sFT  0.99994903   -1 11 41.1
 AF9992;UTM  15      - 5,096,242.426   604,027.912   MT  0.99973304   +0 58 00.8
 AF9992
 AF9992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9992!SPC WI N     -   0.99994898  x   0.99994903  =   0.99989801
 AF9992!UTM  15      -   0.99994898  x   0.99973304  =   0.99968203
 AF9992
 AF9992                          SUPERSEDED SURVEY CONTROL
 AF9992
 AF9992  NAD 83(1991)-  46 00 42.67747(N)    091 39 22.46214(W) AD(       ) 1
 AF9992  ELLIP H (04/30/98)  325.47   (m)                       GP(       ) 3 2
 AF9992
 AF9992.Superseded values are not recommended for survey control.
 AF9992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9992.See file dsdata.txt to determine how the superseded data were derived.
 AF9992
 AF9992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL0402896242(NAD 83)
 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 = OCTOBER  7, 2006
 AG9542 ***********************************************************************
 AG9542  DESIGNATION -  505 BRICKYARD
 AG9542  PID         -  AG9542
 AG9542  STATE/COUNTY-  WI/WASHBURN
 AG9542  USGS QUAD   -  TIMBERLAND (1982)
 AG9542
 AG9542                         *CURRENT SURVEY CONTROL
 AG9542  ___________________________________________________________________
 AG9542* NAD 83(1997)-  45 40 08.70961(N)    092 00 02.88349(W)     ADJUSTED  
 AG9542* NAVD 88     -       437.9    (meters)    1437.     (feet)  GPS OBS   
 AG9542  ___________________________________________________________________
 AG9542  X           -    -155,888.264 (meters)                     COMP
 AG9542  Y           -  -4,462,267.302 (meters)                     COMP
 AG9542  Z           -   4,539,913.784 (meters)                     COMP
 AG9542  LAPLACE CORR-         -10.84  (seconds)                    DEFLEC99
 AG9542  ELLIP HEIGHT-         408.71  (meters)          (12/26/02) GPS OBS
 AG9542  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 AG9542
 AG9542  HORZ ORDER  -  FIRST
 AG9542  ELLP ORDER  -  THIRD     CLASS II
 AG9542
 AG9542.The horizontal coordinates were established by GPS observations
 AG9542.and adjusted by the National Geodetic Survey in December 2002..
 AG9542
 AG9542.The orthometric height was determined by GPS observations and a
 AG9542.high-resolution geoid model.
 AG9542
 AG9542.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9542
 AG9542.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9542
 AG9542.The ellipsoidal height was determined by GPS observations
 AG9542.and is referenced to NAD 83.
 AG9542
 AG9542.The geoid height was determined by GEOID03.
 AG9542
 AG9542;                    North         East     Units Scale Factor Converg.
 AG9542;SPC WI N     -    57,804.328   444,109.163   MT  0.99998298   -1 26 35.9
 AG9542;SPC WI N     -   189,646.37  1,457,048.15   sFT  0.99998298   -1 26 35.9
 AG9542;UTM  15      - 5,057,767.222   577,830.137   MT  0.99967447   +0 42 53.2
 AG9542
 AG9542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9542!SPC WI N     -   0.99993593  x   0.99998298  =   0.99991891
 AG9542!UTM  15      -   0.99993593  x   0.99967447  =   0.99961042
 AG9542
 AG9542                          SUPERSEDED SURVEY CONTROL
 AG9542
 AG9542  NAD 83(1991)-  45 40 08.70912(N)    092 00 02.88137(W) AD(       ) 1
 AG9542  ELLIP H (04/30/98)  408.75   (m)                       GP(       ) 3 2
 AG9542
 AG9542.Superseded values are not recommended for survey control.
 AG9542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9542.See file dsdata.txt to determine how the superseded data were derived.
 AG9542
 AG9542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7783057767(NAD 83)
 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 = OCTOBER  7, 2006
 AF9994 ***********************************************************************
 AF9994  DESIGNATION -  506 SLIM CREEK
 AF9994  PID         -  AF9994
 AF9994  STATE/COUNTY-  WI/WASHBURN
 AF9994  USGS QUAD   -  STONE LAKE (1971)
 AF9994
 AF9994                         *CURRENT SURVEY CONTROL
 AF9994  ___________________________________________________________________
 AF9994* NAD 83(1997)-  45 48 50.09368(N)    091 35 16.75698(W)     ADJUSTED  
 AF9994* NAVD 88     -       390.9    (meters)    1282.     (feet)  GPS OBS   
 AF9994  ___________________________________________________________________
 AF9994  X           -    -123,413.688 (meters)                     COMP
 AF9994  Y           -  -4,451,716.611 (meters)                     COMP
 AF9994  Z           -   4,551,114.784 (meters)                     COMP
 AF9994  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 AF9994  ELLIP HEIGHT-         361.44  (meters)          (12/26/02) GPS OBS
 AF9994  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 AF9994
 AF9994  HORZ ORDER  -  FIRST
 AF9994  ELLP ORDER  -  THIRD     CLASS II
 AF9994
 AF9994.The horizontal coordinates were established by GPS observations
 AF9994.and adjusted by the National Geodetic Survey in December 2002..
 AF9994
 AF9994.The orthometric height was determined by GPS observations and a
 AF9994.high-resolution geoid model.
 AF9994
 AF9994.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9994
 AF9994.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9994
 AF9994.The ellipsoidal height was determined by GPS observations
 AF9994.and is referenced to NAD 83.
 AF9994
 AF9994.The geoid height was determined by GEOID03.
 AF9994
 AF9994;                    North         East     Units Scale Factor Converg.
 AF9994;SPC WI N     -    73,171.209   476,590.120   MT  0.99996431   -1 08 43.9
 AF9994;SPC WI N     -   240,062.54  1,563,612.75   sFT  0.99996431   -1 08 43.9
 AF9994;UTM  15      - 5,074,341.910   609,700.996   MT  0.99974795   +1 00 45.5
 AF9994
 AF9994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9994!SPC WI N     -   0.99994334  x   0.99996431  =   0.99990765
 AF9994!UTM  15      -   0.99994334  x   0.99974795  =   0.99969130
 AF9994
 AF9994                          SUPERSEDED SURVEY CONTROL
 AF9994
 AF9994  NAD 83(1991)-  45 48 50.09332(N)    091 35 16.75532(W) AD(       ) 1
 AF9994  ELLIP H (04/30/98)  361.46   (m)                       GP(       ) 3 2
 AF9994
 AF9994.Superseded values are not recommended for survey control.
 AF9994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9994.See file dsdata.txt to determine how the superseded data were derived.
 AF9994
 AF9994_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL0970174342(NAD 83)
 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 = OCTOBER  7, 2006
 AF9979 ***********************************************************************
 AF9979  DESIGNATION -  507 EAST LONG
 AF9979  PID         -  AF9979
 AF9979  STATE/COUNTY-  WI/WASHBURN
 AF9979  USGS QUAD   -  NOBLETON (1982)
 AF9979
 AF9979                         *CURRENT SURVEY CONTROL
 AF9979  ___________________________________________________________________
 AF9979* NAD 83(1997)-  45 41 31.31993(N)    091 40 22.55417(W)     ADJUSTED  
 AF9979* NAVD 88     -       380.4    (meters)    1248.     (feet)  GPS OBS   
 AF9979  ___________________________________________________________________
 AF9979  X           -    -130,296.520 (meters)                     COMP
 AF9979  Y           -  -4,461,221.588 (meters)                     COMP
 AF9979  Z           -   4,541,654.194 (meters)                     COMP
 AF9979  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 AF9979  ELLIP HEIGHT-         350.55  (meters)          (12/26/02) GPS OBS
 AF9979  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 AF9979
 AF9979  HORZ ORDER  -  FIRST
 AF9979  ELLP ORDER  -  THIRD     CLASS II
 AF9979
 AF9979.The horizontal coordinates were established by GPS observations
 AF9979.and adjusted by the National Geodetic Survey in December 2002..
 AF9979
 AF9979.The orthometric height was determined by GPS observations and a
 AF9979.high-resolution geoid model.
 AF9979
 AF9979.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9979
 AF9979.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9979
 AF9979.The ellipsoidal height was determined by GPS observations
 AF9979.and is referenced to NAD 83.
 AF9979
 AF9979.The geoid height was determined by GEOID03.
 AF9979
 AF9979;                    North         East     Units Scale Factor Converg.
 AF9979;SPC WI N     -    59,763.399   469,704.406   MT  0.99997961   -1 12 24.5
 AF9979;SPC WI N     -   196,073.75  1,541,021.87   sFT  0.99997961   -1 12 24.5
 AF9979;UTM  15      - 5,060,687.570   603,326.359   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  =   0.99992466
 AF9979!UTM  15      -   0.99994505  x   0.99973126  =   0.99967632
 AF9979
 AF9979                          SUPERSEDED SURVEY CONTROL
 AF9979
 AF9979  NAD 83(1991)-  45 41 31.31956(N)    091 40 22.55225(W) AD(       ) 1
 AF9979  ELLIP H (04/30/98)  350.57   (m)                       GP(       ) 3 2
 AF9979
 AF9979.Superseded values are not recommended for survey control.
 AF9979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9979.See file dsdata.txt to determine how the superseded data were derived.
 AF9979
 AF9979_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL0332660688(NAD 83)
 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 = OCTOBER  7, 2006
 AF9931 ***********************************************************************
 AF9931  DESIGNATION -  508 CROOKED ROAD
 AF9931  PID         -  AF9931
 AF9931  STATE/COUNTY-  WI/WASHBURN
 AF9931  USGS QUAD   -  SPOONER (1982)
 AF9931
 AF9931                         *CURRENT SURVEY CONTROL
 AF9931  ___________________________________________________________________
 AF9931* NAD 83(1997)-  45 51 21.02729(N)    091 55 57.70213(W)     ADJUSTED  
 AF9931* NAVD 88     -       330.7    (meters)    1085.     (feet)  GPS OBS   
 AF9931  ___________________________________________________________________
 AF9931  X           -    -150,079.903 (meters)                     COMP
 AF9931  Y           -  -4,447,511.475 (meters)                     COMP
 AF9931  Z           -   4,554,319.432 (meters)                     COMP
 AF9931  LAPLACE CORR-         -14.10  (seconds)                    DEFLEC99
 AF9931  ELLIP HEIGHT-         302.51  (meters)          (12/26/02) GPS OBS
 AF9931  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 AF9931
 AF9931  HORZ ORDER  -  FIRST
 AF9931  ELLP ORDER  -  THIRD     CLASS II
 AF9931
 AF9931.The horizontal coordinates were established by GPS observations
 AF9931.and adjusted by the National Geodetic Survey in December 2002..
 AF9931
 AF9931.The orthometric height was determined by GPS observations and a
 AF9931.high-resolution geoid model.
 AF9931
 AF9931.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9931
 AF9931.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9931
 AF9931.The ellipsoidal height was determined by GPS observations
 AF9931.and is referenced to NAD 83.
 AF9931
 AF9931.The geoid height was determined by GEOID03.
 AF9931
 AF9931;                    North         East     Units Scale Factor Converg.
 AF9931;SPC WI N     -    78,423.364   449,919.542   MT  0.99996009   -1 23 39.1
 AF9931;SPC WI N     -   257,293.99  1,476,111.03   sFT  0.99996009   -1 23 39.1
 AF9931;UTM  15      - 5,078,584.456   582,858.120   MT  0.99968440   +0 45 57.3
 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  =   0.99963699
 AF9931
 AF9931                          SUPERSEDED SURVEY CONTROL
 AF9931
 AF9931  NAD 83(1991)-  45 51 21.02681(N)    091 55 57.70020(W) AD(       ) 1
 AF9931  ELLIP H (04/30/98)  302.53   (m)                       GP(       ) 3 2
 AF9931
 AF9931.Superseded values are not recommended for survey control.
 AF9931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9931.See file dsdata.txt to determine how the superseded data were derived.
 AF9931
 AF9931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL8285878584(NAD 83)
 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 = OCTOBER  7, 2006
 AF9986 ***********************************************************************
 AF9986  DESIGNATION -  510 FLAT CREEK
 AF9986  PID         -  AF9986
 AF9986  STATE/COUNTY-  WI/WASHBURN
 AF9986  USGS QUAD   -  BEAN LAKE (1971)
 AF9986
 AF9986                         *CURRENT SURVEY CONTROL
 AF9986  ___________________________________________________________________
 AF9986* NAD 83(1997)-  45 57 31.28945(N)    091 33 10.20303(W)     ADJUSTED  
 AF9986* NAVD 88     -       359.4    (meters)    1179.     (feet)  GPS OBS   
 AF9986  ___________________________________________________________________
 AF9986  X           -    -120,368.632 (meters)                     COMP
 AF9986  Y           -  -4,440,220.372 (meters)                     COMP
 AF9986  Z           -   4,562,294.470 (meters)                     COMP
 AF9986  LAPLACE CORR-          -6.98  (seconds)                    DEFLEC99
 AF9986  ELLIP HEIGHT-         330.57  (meters)          (12/26/02) GPS OBS
 AF9986  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 AF9986
 AF9986  HORZ ORDER  -  FIRST
 AF9986  ELLP ORDER  -  THIRD     CLASS II
 AF9986
 AF9986.The horizontal coordinates were established by GPS observations
 AF9986.and adjusted by the National Geodetic Survey in December 2002..
 AF9986
 AF9986.The orthometric height was determined by GPS observations and a
 AF9986.high-resolution geoid model.
 AF9986
 AF9986.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9986
 AF9986.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9986
 AF9986.The ellipsoidal height was determined by GPS observations
 AF9986.and is referenced to NAD 83.
 AF9986
 AF9986.The geoid height was determined by GEOID03.
 AF9986
 AF9986;                    North         East     Units Scale Factor Converg.
 AF9986;SPC WI N     -    89,205.224   479,636.309   MT  0.99995197   -1 07 12.6
 AF9986;SPC WI N     -   292,667.47  1,573,606.79   sFT  0.99995197   -1 07 12.6
 AF9986;UTM  15      - 5,090,475.986   612,140.377   MT  0.99975460   +1 02 25.4
 AF9986
 AF9986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9986!SPC WI N     -   0.99994818  x   0.99995197  =   0.99990015
 AF9986!UTM  15      -   0.99994818  x   0.99975460  =   0.99970279
 AF9986
 AF9986                          SUPERSEDED SURVEY CONTROL
 AF9986
 AF9986  NAD 83(1991)-  45 57 31.28908(N)    091 33 10.20229(W) AD(       ) 1
 AF9986  ELLIP H (04/30/98)  330.55   (m)                       GP(       ) 3 2
 AF9986
 AF9986.Superseded values are not recommended for survey control.
 AF9986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9986.See file dsdata.txt to determine how the superseded data were derived.
 AF9986
 AF9986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1214090476(NAD 83)
 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 = OCTOBER  7, 2006
 AG9600 ***********************************************************************
 AG9600  DESIGNATION -  511 MADGE
 AG9600  PID         -  AG9600
 AG9600  STATE/COUNTY-  WI/WASHBURN
 AG9600  USGS QUAD   -  NOBLETON (1982)
 AG9600
 AG9600                         *CURRENT SURVEY CONTROL
 AG9600  ___________________________________________________________________
 AG9600* NAD 83(1997)-  45 44 45.14769(N)    091 43 30.21881(W)     ADJUSTED  
 AG9600* NAVD 88     -       395.2    (meters)    1297.     (feet)  GPS OBS   
 AG9600  ___________________________________________________________________
 AG9600  X           -    -134,226.730 (meters)                     COMP
 AG9600  Y           -  -4,456,829.134 (meters)                     COMP
 AG9600  Z           -   4,545,843.219 (meters)                     COMP
 AG9600  LAPLACE CORR-          -4.82  (seconds)                    DEFLEC99
 AG9600  ELLIP HEIGHT-         365.56  (meters)          (12/26/02) GPS OBS
 AG9600  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 AG9600
 AG9600  HORZ ORDER  -  FIRST
 AG9600  ELLP ORDER  -  THIRD     CLASS II
 AG9600
 AG9600.The horizontal coordinates were established by GPS observations
 AG9600.and adjusted by the National Geodetic Survey in December 2002..
 AG9600
 AG9600.The orthometric height was determined by GPS observations and a
 AG9600.high-resolution geoid model.
 AG9600
 AG9600.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9600
 AG9600.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9600
 AG9600.The ellipsoidal height was determined by GPS observations
 AG9600.and is referenced to NAD 83.
 AG9600
 AG9600.The geoid height was determined by GEOID03.
 AG9600
 AG9600;                    North         East     Units Scale Factor Converg.
 AG9600;SPC WI N     -    65,832.898   465,774.941   MT  0.99997230   -1 14 39.9
 AG9600;SPC WI N     -   215,986.77  1,528,129.95   sFT  0.99997230   -1 14 39.9
 AG9600;UTM  15      - 5,066,603.387   599,172.264   MT  0.99972091   +0 54 47.7
 AG9600
 AG9600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9600!SPC WI N     -   0.99994269  x   0.99997230  =   0.99991499
 AG9600!UTM  15      -   0.99994269  x   0.99972091  =   0.99966362
 AG9600
 AG9600                          SUPERSEDED SURVEY CONTROL
 AG9600
 AG9600  NAD 83(1991)-  45 44 45.14736(N)    091 43 30.21712(W) AD(       ) 1
 AG9600  ELLIP H (04/30/98)  365.58   (m)                       GP(       ) 3 2
 AG9600
 AG9600.Superseded values are not recommended for survey control.
 AG9600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9600.See file dsdata.txt to determine how the superseded data were derived.
 AG9600
 AG9600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL9917266603(NAD 83)
 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 = OCTOBER  7, 2006
 AG9567 ***********************************************************************
 AG9567  DESIGNATION -  516 BUCHMAN
 AG9567  PID         -  AG9567
 AG9567  STATE/COUNTY-  WI/WASHBURN
 AG9567  USGS QUAD   -  TREGO (1982)
 AG9567
 AG9567                         *CURRENT SURVEY CONTROL
 AG9567  ___________________________________________________________________
 AG9567* NAD 83(1997)-  45 59 00.45366(N)    091 45 57.94982(W)     ADJUSTED  
 AG9567* NAVD 88     -       363.8    (meters)    1194.     (feet)  GPS OBS   
 AG9567  ___________________________________________________________________
 AG9567  X           -    -136,833.995 (meters)                     COMP
 AG9567  Y           -  -4,437,766.699 (meters)                     COMP
 AG9567  Z           -   4,564,211.692 (meters)                     COMP
 AG9567  LAPLACE CORR-          -9.33  (seconds)                    DEFLEC99
 AG9567  ELLIP HEIGHT-         335.79  (meters)          (12/26/02) GPS OBS
 AG9567  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 AG9567
 AG9567  HORZ ORDER  -  FIRST
 AG9567  ELLP ORDER  -  THIRD     CLASS II
 AG9567
 AG9567.The horizontal coordinates were established by GPS observations
 AG9567.and adjusted by the National Geodetic Survey in December 2002..
 AG9567
 AG9567.The orthometric height was determined by GPS observations and a
 AG9567.high-resolution geoid model.
 AG9567
 AG9567.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9567
 AG9567.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9567
 AG9567.The ellipsoidal height was determined by GPS observations
 AG9567.and is referenced to NAD 83.
 AG9567
 AG9567.The geoid height was determined by GEOID03.
 AG9567
 AG9567;                    North         East     Units Scale Factor Converg.
 AG9567;SPC WI N     -    92,302.744   463,169.577   MT  0.99995050   -1 16 26.4
 AG9567;SPC WI N     -   302,829.92  1,519,582.19   sFT  0.99995050   -1 16 26.4
 AG9567;UTM  15      - 5,092,949.841   595,572.174   MT  0.99971229   +0 53 14.7
 AG9567
 AG9567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9567!SPC WI N     -   0.99994736  x   0.99995050  =   0.99989786
 AG9567!UTM  15      -   0.99994736  x   0.99971229  =   0.99965967
 AG9567
 AG9567                          SUPERSEDED SURVEY CONTROL
 AG9567
 AG9567  NAD 83(1991)-  45 59 00.45334(N)    091 45 57.94841(W) AD(       ) 1
 AG9567  ELLIP H (04/30/98)  335.80   (m)                       GP(       ) 3 2
 AG9567
 AG9567.Superseded values are not recommended for survey control.
 AG9567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9567.See file dsdata.txt to determine how the superseded data were derived.
 AG9567
 AG9567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL9557292950(NAD 83)
 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 = OCTOBER  7, 2006
 AG9544 ***********************************************************************
 AG9544  DESIGNATION -  520 CASEY
 AG9544  PID         -  AG9544
 AG9544  STATE/COUNTY-  WI/WASHBURN
 AG9544  USGS QUAD   -  DUNN LAKE (1982)
 AG9544
 AG9544                         *CURRENT SURVEY CONTROL
 AG9544  ___________________________________________________________________
 AG9544* NAD 83(1997)-  45 57 24.14163(N)    091 58 22.81153(W)     ADJUSTED  
 AG9544* NAVD 88     -       317.9    (meters)    1043.     (feet)  GPS OBS   
 AG9544  ___________________________________________________________________
 AG9544  X           -    -152,931.219 (meters)                     COMP
 AG9544  Y           -  -4,439,348.955 (meters)                     COMP
 AG9544  Z           -   4,562,112.194 (meters)                     COMP
 AG9544  LAPLACE CORR-         -12.00  (seconds)                    DEFLEC99
 AG9544  ELLIP HEIGHT-         290.44  (meters)          (12/26/02) GPS OBS
 AG9544  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AG9544
 AG9544  HORZ ORDER  -  FIRST
 AG9544  ELLP ORDER  -  THIRD     CLASS II
 AG9544
 AG9544.The horizontal coordinates were established by GPS observations
 AG9544.and adjusted by the National Geodetic Survey in December 2002..
 AG9544
 AG9544.The orthometric height was determined by GPS observations and a
 AG9544.high-resolution geoid model.
 AG9544
 AG9544.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9544
 AG9544.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9544
 AG9544.The ellipsoidal height was determined by GPS observations
 AG9544.and is referenced to NAD 83.
 AG9544
 AG9544.The geoid height was determined by GEOID03.
 AG9544
 AG9544;                    North         East     Units Scale Factor Converg.
 AG9544;SPC WI N     -    89,707.473   447,068.561   MT  0.99995210   -1 25 23.8
 AG9544;SPC WI N     -   294,315.27  1,466,757.44   sFT  0.99995210   -1 25 23.8
 AG9544;UTM  15      - 5,089,749.977   579,584.602   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  =   0.99990657
 AG9544!UTM  15      -   0.99995447  x   0.99967786  =   0.99963234
 AG9544
 AG9544                          SUPERSEDED SURVEY CONTROL
 AG9544
 AG9544  NAD 83(1991)-  45 57 24.14122(N)    091 58 22.80985(W) AD(       ) 1
 AG9544  ELLIP H (04/30/98)  290.46   (m)                       GP(       ) 3 2
 AG9544
 AG9544.Superseded values are not recommended for survey control.
 AG9544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9544.See file dsdata.txt to determine how the superseded data were derived.
 AG9544
 AG9544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7958589750(NAD 83)
 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 = OCTOBER  7, 2006
 NG0368 ***********************************************************************
 NG0368  DESIGNATION -  52.06
 NG0368  PID         -  NG0368
 NG0368  STATE/COUNTY-  WI/RACINE
 NG0368  USGS QUAD   -  RACINE SOUTH (1976)
 NG0368
 NG0368                         *CURRENT SURVEY CONTROL
 NG0368  ___________________________________________________________________
 NG0368* NAD 83(1986)-  42 42 52.     (N)    087 47 58.     (W)     SCALED    
 NG0368* NAVD 88     -       192.806  (meters)     632.56   (feet)  ADJUSTED  
 NG0368  ___________________________________________________________________
 NG0368  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 NG0368  DYNAMIC HT  -         192.751 (meters)     632.38  (feet)  COMP
 NG0368  MODELED GRAV-     980,331.9   (mgal)                       NAVD 88
 NG0368
 NG0368  VERT ORDER  -  FIRST     CLASS 0
 NG0368
 NG0368.The horizontal coordinates were scaled from a topographic map and have
 NG0368.an estimated accuracy of +/- 6 seconds.
 NG0368
 NG0368.The orthometric height was determined by differential leveling
 NG0368.and adjusted by the National Geodetic Survey in June 1991..
 NG0368
 NG0368.The geoid height was determined by GEOID03.
 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     -    81,750.      780,240.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0368.See file dsdata.txt to determine how the superseded data were derived.
 NG0368
 NG0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN345294(NAD 83)
 NG0368_MARKER: DD = SURVEY DISK
 NG0368_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NG0368_SP_SET: BRIDGE GUARD RAIL BASE
 NG0368_STAMPING: 52.06
 NG0368_MARK LOGO: WIDT  
 NG0368_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NG0368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NG0368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0368+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2003
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AG9603 ***********************************************************************
 AG9603  DESIGNATION -  522 ZEHM ROAD
 AG9603  PID         -  AG9603
 AG9603  STATE/COUNTY-  WI/WASHBURN
 AG9603  USGS QUAD   -  MC KENZIE LAKE (1982)
 AG9603
 AG9603                         *CURRENT SURVEY CONTROL
 AG9603  ___________________________________________________________________
 AG9603* NAD 83(1997)-  45 59 54.53117(N)    092 01 19.46234(W)     ADJUSTED  
 AG9603* NAVD 88     -       313.4    (meters)    1028.     (feet)  GPS OBS   
 AG9603  ___________________________________________________________________
 AG9603  X           -    -156,615.227 (meters)                     COMP
 AG9603  Y           -  -4,435,876.595 (meters)                     COMP
 AG9603  Z           -   4,565,336.237 (meters)                     COMP
 AG9603  LAPLACE CORR-          -8.78  (seconds)                    DEFLEC99
 AG9603  ELLIP HEIGHT-         286.37  (meters)          (12/26/02) GPS OBS
 AG9603  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AG9603
 AG9603  HORZ ORDER  -  FIRST
 AG9603  ELLP ORDER  -  THIRD     CLASS II
 AG9603
 AG9603.The horizontal coordinates were established by GPS observations
 AG9603.and adjusted by the National Geodetic Survey in December 2002..
 AG9603
 AG9603.The orthometric height was determined by GPS observations and a
 AG9603.high-resolution geoid model.
 AG9603
 AG9603.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9603
 AG9603.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9603
 AG9603.The ellipsoidal height was determined by GPS observations
 AG9603.and is referenced to NAD 83.
 AG9603
 AG9603.The geoid height was determined by GEOID03.
 AG9603
 AG9603;                    North         East     Units Scale Factor Converg.
 AG9603;SPC WI N     -    94,444.710   443,384.077   MT  0.99994969   -1 27 31.2
 AG9603;SPC WI N     -   309,857.35  1,454,669.26   sFT  0.99994969   -1 27 31.2
 AG9603;UTM  15      - 5,094,343.584   575,725.110   MT  0.99967049   +0 42 12.5
 AG9603
 AG9603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9603!SPC WI N     -   0.99995511  x   0.99994969  =   0.99990480
 AG9603!UTM  15      -   0.99995511  x   0.99967049  =   0.99962561
 AG9603
 AG9603                          SUPERSEDED SURVEY CONTROL
 AG9603
 AG9603  NAD 83(1991)-  45 59 54.53089(N)    092 01 19.46079(W) AD(       ) 1
 AG9603  ELLIP H (04/30/98)  286.38   (m)                       GP(       ) 3 2
 AG9603
 AG9603.Superseded values are not recommended for survey control.
 AG9603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9603.See file dsdata.txt to determine how the superseded data were derived.
 AG9603
 AG9603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7572594344(NAD 83)
 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 = OCTOBER  7, 2006
 AG9568 ***********************************************************************
 AG9568  DESIGNATION -  527 CEDAR CREEK
 AG9568  PID         -  AG9568
 AG9568  STATE/COUNTY-  WI/WASHBURN
 AG9568  USGS QUAD   -  STANBERRY WEST (1971)
 AG9568
 AG9568                         *CURRENT SURVEY CONTROL
 AG9568  ___________________________________________________________________
 AG9568* NAD 83(1997)-  46 04 17.14900(N)    091 39 42.24068(W)     ADJUSTED  
 AG9568* NAVD 88     -       364.1    (meters)    1195.     (feet)  GPS OBS   
 AG9568  ___________________________________________________________________
 AG9568  X           -    -128,546.363 (meters)                     COMP
 AG9568  Y           -  -4,430,974.504 (meters)                     COMP
 AG9568  Z           -   4,571,001.543 (meters)                     COMP
 AG9568  LAPLACE CORR-          -8.65  (seconds)                    DEFLEC99
 AG9568  ELLIP HEIGHT-         336.35  (meters)          (12/26/02) GPS OBS
 AG9568  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 AG9568
 AG9568  HORZ ORDER  -  FIRST
 AG9568  ELLP ORDER  -  THIRD     CLASS II
 AG9568
 AG9568.The horizontal coordinates were established by GPS observations
 AG9568.and adjusted by the National Geodetic Survey in December 2002..
 AG9568
 AG9568.The orthometric height was determined by GPS observations and a
 AG9568.high-resolution geoid model.
 AG9568
 AG9568.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9568
 AG9568.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9568
 AG9568.The ellipsoidal height was determined by GPS observations
 AG9568.and is referenced to NAD 83.
 AG9568
 AG9568.The geoid height was determined by GEOID03.
 AG9568
 AG9568;                    North         East     Units Scale Factor Converg.
 AG9568;SPC WI N     -   101,903.752   471,458.605   MT  0.99994675   -1 11 55.4
 AG9568;SPC WI N     -   334,329.23  1,546,777.11   sFT  0.99994675   -1 11 55.4
 AG9568;UTM  15      - 5,102,854.476   603,491.306   MT  0.99973166   +0 57 50.1
 AG9568
 AG9568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9568!SPC WI N     -   0.99994727  x   0.99994675  =   0.99989403
 AG9568!UTM  15      -   0.99994727  x   0.99973166  =   0.99967895
 AG9568
 AG9568                          SUPERSEDED SURVEY CONTROL
 AG9568
 AG9568  NAD 83(1991)-  46 04 17.14866(N)    091 39 42.23941(W) AD(       ) 1
 AG9568  ELLIP H (04/30/98)  336.36   (m)                       GP(       ) 3 2
 AG9568
 AG9568.Superseded values are not recommended for survey control.
 AG9568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9568.See file dsdata.txt to determine how the superseded data were derived.
 AG9568
 AG9568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM0349102854(NAD 83)
 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 SUITABLE FOR
 AG9568+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AG9568
 AG9568  HISTORY     - Date     Condition        Report By
 AG9568  HISTORY     - 1996     MONUMENTED       WI-129
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AG9608 ***********************************************************************
 AG9608  DESIGNATION -  528 TOTOGATIC
 AG9608  PID         -  AG9608
 AG9608  STATE/COUNTY-  WI/WASHBURN
 AG9608  USGS QUAD   -  CHITTAMO NE (1971)
 AG9608
 AG9608                         *CURRENT SURVEY CONTROL
 AG9608  ___________________________________________________________________
 AG9608* NAD 83(1997)-  46 07 49.13935(N)    091 33 28.37944(W)     ADJUSTED  
 AG9608* NAVD 88     -       381.6    (meters)    1252.     (feet)  GPS OBS   
 AG9608  ___________________________________________________________________
 AG9608  X           -    -120,386.979 (meters)                     COMP
 AG9608  Y           -  -4,426,497.448 (meters)                     COMP
 AG9608  Z           -   4,575,552.887 (meters)                     COMP
 AG9608  LAPLACE CORR-          -9.96  (seconds)                    DEFLEC99
 AG9608  ELLIP HEIGHT-         353.81  (meters)          (12/26/02) GPS OBS
 AG9608  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 AG9608
 AG9608  HORZ ORDER  -  FIRST
 AG9608  ELLP ORDER  -  THIRD     CLASS II
 AG9608
 AG9608.The horizontal coordinates were established by GPS observations
 AG9608.and adjusted by the National Geodetic Survey in December 2002..
 AG9608
 AG9608.The orthometric height was determined by GPS observations and a
 AG9608.high-resolution geoid model.
 AG9608
 AG9608.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9608
 AG9608.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9608
 AG9608.The ellipsoidal height was determined by GPS observations
 AG9608.and is referenced to NAD 83.
 AG9608
 AG9608.The geoid height was determined by GEOID03.
 AG9608
 AG9608;                    North         East     Units Scale Factor Converg.
 AG9608;SPC WI N     -   108,284.718   479,619.126   MT  0.99994556   -1 07 25.7
 AG9608;SPC WI N     -   355,264.11  1,573,550.42   sFT  0.99994556   -1 07 25.7
 AG9608;UTM  15      - 5,109,537.543   611,403.553   MT  0.99975256   +1 02 23.1
 AG9608
 AG9608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9608!SPC WI N     -   0.99994454  x   0.99994556  =   0.99989010
 AG9608!UTM  15      -   0.99994454  x   0.99975256  =   0.99969711
 AG9608
 AG9608                          SUPERSEDED SURVEY CONTROL
 AG9608
 AG9608  NAD 83(1991)-  46 07 49.13911(N)    091 33 28.37830(W) AD(       ) 1
 AG9608  ELLIP H (04/30/98)  353.80   (m)                       GP(       ) 3 2
 AG9608
 AG9608.Superseded values are not recommended for survey control.
 AG9608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9608.See file dsdata.txt to determine how the superseded data were derived.
 AG9608
 AG9608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM1140409538(NAD 83)
 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 = OCTOBER  7, 2006
 OM0645 ***********************************************************************
 OM0645  DESIGNATION -  53 ADP
 OM0645  PID         -  OM0645
 OM0645  STATE/COUNTY-  WI/DANE
 OM0645  USGS QUAD   -  BLACK EARTH (1982)
 OM0645
 OM0645                         *CURRENT SURVEY CONTROL
 OM0645  ___________________________________________________________________
 OM0645* NAD 83(1997)-  43 14 58.34051(N)    089 40 23.45922(W)     ADJUSTED  
 OM0645* NAVD 88     -       264.7    (meters)     868.     (feet)  VERTCON   
 OM0645  ___________________________________________________________________
 OM0645  X           -      26,541.680 (meters)                     COMP
 OM0645  Y           -  -4,653,094.293 (meters)                     COMP
 OM0645  Z           -   4,347,893.125 (meters)                     COMP
 OM0645  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 OM0645  ELLIP HEIGHT-         230.00  (meters)          (06/17/02) GPS OBS
 OM0645  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 OM0645
 OM0645  HORZ ORDER  -  SECOND
 OM0645  ELLP ORDER  -  FOURTH    CLASS I
 OM0645
 OM0645.The horizontal coordinates were established by GPS observations
 OM0645.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0645
 OM0645.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0645
 OM0645.The ellipsoidal height was determined by GPS observations
 OM0645.and is referenced to NAD 83.
 OM0645
 OM0645.The geoid height was determined by GEOID03.
 OM0645
 OM0645;                    North         East     Units Scale Factor Converg.
 OM0645;SPC WI S     -   138,863.582   626,539.103   MT  0.99993604   +0 13 28.4
 OM0645;SPC WI S     -   455,588.27  2,055,570.37   sFT  0.99993604   +0 13 28.4
 OM0645;UTM  16      - 4,791,996.195   282,992.133   MT  1.00017933   -1 49 56.3
 OM0645
 OM0645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0645!SPC WI S     -   0.99996393  x   0.99993604  =   0.99989998
 OM0645!UTM  16      -   0.99996393  x   1.00017933  =   1.00014326
 OM0645
 OM0645                          SUPERSEDED SURVEY CONTROL
 OM0645
 OM0645  NAD 83(1991)-  43 14 58.33961(N)    089 40 23.45782(W) AD(       ) 2
 OM0645  ELLIP H (11/21/91)  230.20   (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)          869.     (f) GPS OBS        
 OM0645
 OM0645.Superseded values are not recommended for survey control.
 OM0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0645.See file dsdata.txt to determine how the superseded data were derived.
 OM0645
 OM0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8299291996(NAD 83)
 OM0645_MARKER: DB = BENCH MARK DISK
 OM0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0645_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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     - 1987     MONUMENTED       USGS
 OM0645  HISTORY     - 20031028 GOOD             USPSQD
 OM0645
 OM0645                          STATION DESCRIPTION
 OM0645
 OM0645'DESCRIBED BY US GEOLOGICAL 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 = OCTOBER  7, 2006
 AG9605 ***********************************************************************
 AG9605  DESIGNATION -  531 BASS LAKE
 AG9605  PID         -  AG9605
 AG9605  STATE/COUNTY-  WI/WASHBURN
 AG9605  USGS QUAD   -  MC KENZIE LAKE (1982)
 AG9605
 AG9605                         *CURRENT SURVEY CONTROL
 AG9605  ___________________________________________________________________
 AG9605* NAD 83(1997)-  45 54 38.49227(N)    092 00 21.74144(W)     ADJUSTED  
 AG9605* NAVD 88     -       311.9    (meters)    1023.     (feet)  GPS OBS   
 AG9605  ___________________________________________________________________
 AG9605  X           -    -155,619.367 (meters)                     COMP
 AG9605  Y           -  -4,442,928.587 (meters)                     COMP
 AG9605  Z           -   4,558,550.596 (meters)                     COMP
 AG9605  LAPLACE CORR-         -12.82  (seconds)                    DEFLEC99
 AG9605  ELLIP HEIGHT-         284.31  (meters)          (12/26/02) GPS OBS
 AG9605  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 AG9605
 AG9605  HORZ ORDER  -  FIRST
 AG9605  ELLP ORDER  -  THIRD     CLASS II
 AG9605
 AG9605.The horizontal coordinates were established by GPS observations
 AG9605.and adjusted by the National Geodetic Survey in December 2002..
 AG9605
 AG9605.The orthometric height was determined by GPS observations and a
 AG9605.high-resolution geoid model.
 AG9605
 AG9605.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9605
 AG9605.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9605
 AG9605.The ellipsoidal height was determined by GPS observations
 AG9605.and is referenced to NAD 83.
 AG9605
 AG9605.The geoid height was determined by GEOID03.
 AG9605
 AG9605;                    North         East     Units Scale Factor Converg.
 AG9605;SPC WI N     -    84,659.058   444,379.254   MT  0.99995536   -1 26 49.6
 AG9605;SPC WI N     -   277,752.26  1,457,934.27   sFT  0.99995536   -1 26 49.6
 AG9605;UTM  15      - 5,084,605.164   577,088.292   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  =   0.99991079
 AG9605!UTM  15      -   0.99995543  x   0.99967306  =   0.99962851
 AG9605
 AG9605                          SUPERSEDED SURVEY CONTROL
 AG9605
 AG9605  NAD 83(1991)-  45 54 38.49188(N)    092 00 21.73971(W) AD(       ) 1
 AG9605  ELLIP H (04/30/98)  284.33   (m)                       GP(       ) 3 2
 AG9605
 AG9605.Superseded values are not recommended for survey control.
 AG9605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9605.See file dsdata.txt to determine how the superseded data were derived.
 AG9605
 AG9605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7708884605(NAD 83)
 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 = OCTOBER  7, 2006
 AF9991 ***********************************************************************
 AF9991  DESIGNATION -  534 HINKFUSS
 AF9991  PID         -  AF9991
 AF9991  STATE/COUNTY-  WI/WASHBURN
 AF9991  USGS QUAD   -  POTATO LAKE (1971)
 AF9991
 AF9991                         *CURRENT SURVEY CONTROL
 AF9991  ___________________________________________________________________
 AF9991* NAD 83(1997)-  45 48 48.21091(N)    091 43 22.05931(W)     ADJUSTED  
 AF9991* NAVD 88     -       380.7    (meters)    1249.     (feet)  GPS OBS   
 AF9991  ___________________________________________________________________
 AF9991  X           -    -133,888.433 (meters)                     COMP
 AF9991  Y           -  -4,451,448.620 (meters)                     COMP
 AF9991  Z           -   4,551,067.095 (meters)                     COMP
 AF9991  LAPLACE CORR-          -5.40  (seconds)                    DEFLEC99
 AF9991  ELLIP HEIGHT-         351.44  (meters)          (12/26/02) GPS OBS
 AF9991  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 AF9991
 AF9991  HORZ ORDER  -  FIRST
 AF9991  ELLP ORDER  -  THIRD     CLASS II
 AF9991
 AF9991.The horizontal coordinates were established by GPS observations
 AF9991.and adjusted by the National Geodetic Survey in December 2002..
 AF9991
 AF9991.The orthometric height was determined by GPS observations and a
 AF9991.high-resolution geoid model.
 AF9991
 AF9991.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9991
 AF9991.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9991
 AF9991.The ellipsoidal height was determined by GPS observations
 AF9991.and is referenced to NAD 83.
 AF9991
 AF9991.The geoid height was determined by GEOID03.
 AF9991
 AF9991;                    North         East     Units Scale Factor Converg.
 AF9991;SPC WI N     -    73,331.442   466,114.025   MT  0.99996437   -1 14 34.0
 AF9991;SPC WI N     -   240,588.24  1,529,242.43   sFT  0.99996437   -1 14 34.0
 AF9991;UTM  15      - 5,074,107.526   599,228.710   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  =   0.99990928
 AF9991!UTM  15      -   0.99994491  x   0.99972105  =   0.99966597
 AF9991
 AF9991                          SUPERSEDED SURVEY CONTROL
 AF9991
 AF9991  NAD 83(1991)-  45 48 48.21055(N)    091 43 22.05757(W) AD(       ) 1
 AF9991  ELLIP H (04/30/98)  351.46   (m)                       GP(       ) 3 2
 AF9991
 AF9991.Superseded values are not recommended for survey control.
 AF9991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9991.See file dsdata.txt to determine how the superseded data were derived.
 AF9991
 AF9991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL9922974108(NAD 83)
 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 = OCTOBER  7, 2006
 AG9597 ***********************************************************************
 AG9597  DESIGNATION -  535 POLLIWOG
 AG9597  PID         -  AG9597
 AG9597  STATE/COUNTY-  WI/WASHBURN
 AG9597  USGS QUAD   -  NOBLETON (1982)
 AG9597
 AG9597                         *CURRENT SURVEY CONTROL
 AG9597  ___________________________________________________________________
 AG9597* NAD 83(1997)-  45 44 26.19373(N)    091 38 00.57514(W)     ADJUSTED  
 AG9597* NAVD 88     -       403.6    (meters)    1324.     (feet)  GPS OBS   
 AG9597  ___________________________________________________________________
 AG9597  X           -    -127,115.959 (meters)                     COMP
 AG9597  Y           -  -4,457,462.729 (meters)                     COMP
 AG9597  Z           -   4,545,440.762 (meters)                     COMP
 AG9597  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 AG9597  ELLIP HEIGHT-         373.87  (meters)          (12/26/02) GPS OBS
 AG9597  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 AG9597
 AG9597  HORZ ORDER  -  FIRST
 AG9597  ELLP ORDER  -  THIRD     CLASS II
 AG9597
 AG9597.The horizontal coordinates were established by GPS observations
 AG9597.and adjusted by the National Geodetic Survey in December 2002..
 AG9597
 AG9597.The orthometric height was determined by GPS observations and a
 AG9597.high-resolution geoid model.
 AG9597
 AG9597.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9597
 AG9597.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9597
 AG9597.The ellipsoidal height was determined by GPS observations
 AG9597.and is referenced to NAD 83.
 AG9597
 AG9597.The geoid height was determined by GEOID03.
 AG9597
 AG9597;                    North         East     Units Scale Factor Converg.
 AG9597;SPC WI N     -    65,097.217   472,886.655   MT  0.99997297   -1 10 42.1
 AG9597;SPC WI N     -   213,573.12  1,551,462.30   sFT  0.99997297   -1 10 42.1
 AG9597;UTM  15      - 5,066,136.059   606,304.898   MT  0.99973893   +0 58 43.6
 AG9597
 AG9597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9597!SPC WI N     -   0.99994139  x   0.99997297  =   0.99991436
 AG9597!UTM  15      -   0.99994139  x   0.99973893  =   0.99968034
 AG9597
 AG9597                          SUPERSEDED SURVEY CONTROL
 AG9597
 AG9597  NAD 83(1991)-  45 44 26.19341(N)    091 38 00.57348(W) AD(       ) 1
 AG9597  ELLIP H (04/30/98)  373.89   (m)                       GP(       ) 3 2
 AG9597
 AG9597.Superseded values are not recommended for survey control.
 AG9597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9597.See file dsdata.txt to determine how the superseded data were derived.
 AG9597
 AG9597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL0630566136(NAD 83)
 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 = OCTOBER  7, 2006
 AG9601 ***********************************************************************
 AG9601  DESIGNATION -  537 BRILL RIVER
 AG9601  PID         -  AG9601
 AG9601  STATE/COUNTY-  WI/WASHBURN
 AG9601  USGS QUAD   -  NOBLETON (1982)
 AG9601
 AG9601                         *CURRENT SURVEY CONTROL
 AG9601  ___________________________________________________________________
 AG9601* NAD 83(1997)-  45 38 19.02215(N)    091 40 17.31065(W)     ADJUSTED  
 AG9601* NAVD 88     -       374.7    (meters)    1229.     (feet)  GPS OBS   
 AG9601  ___________________________________________________________________
 AG9601  X           -    -130,306.864 (meters)                     COMP
 AG9601  Y           -  -4,465,465.797 (meters)                     COMP
 AG9601  Z           -   4,537,500.844 (meters)                     COMP
 AG9601  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 AG9601  ELLIP HEIGHT-         344.79  (meters)          (12/26/02) GPS OBS
 AG9601  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 AG9601
 AG9601  HORZ ORDER  -  FIRST
 AG9601  ELLP ORDER  -  THIRD     CLASS II
 AG9601
 AG9601.The horizontal coordinates were established by GPS observations
 AG9601.and adjusted by the National Geodetic Survey in December 2002..
 AG9601
 AG9601.The orthometric height was determined by GPS observations and a
 AG9601.high-resolution geoid model.
 AG9601
 AG9601.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9601
 AG9601.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9601
 AG9601.The ellipsoidal height was determined by GPS observations
 AG9601.and is referenced to NAD 83.
 AG9601
 AG9601.The geoid height was determined by GEOID03.
 AG9601
 AG9601;                    North         East     Units Scale Factor Converg.
 AG9601;SPC WI N     -    53,825.507   469,692.903   MT  0.99998772   -1 12 20.7
 AG9601;SPC WI N     -   176,592.52  1,540,984.13   sFT  0.99998772   -1 12 20.7
 AG9601;UTM  15      - 5,054,754.946   603,538.207   MT  0.99973180   +0 56 59.7
 AG9601
 AG9601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9601!SPC WI N     -   0.99994595  x   0.99998772  =   0.99993367
 AG9601!UTM  15      -   0.99994595  x   0.99973180  =   0.99967776
 AG9601
 AG9601                          SUPERSEDED SURVEY CONTROL
 AG9601
 AG9601  NAD 83(1991)-  45 38 19.02186(N)    091 40 17.30877(W) AD(       ) 1
 AG9601  ELLIP H (04/30/98)  344.81   (m)                       GP(       ) 3 2
 AG9601
 AG9601.Superseded values are not recommended for survey control.
 AG9601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9601.See file dsdata.txt to determine how the superseded data were derived.
 AG9601
 AG9601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL0353854755(NAD 83)
 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 = OCTOBER  7, 2006
 AG9599 ***********************************************************************
 AG9599  DESIGNATION -  538 MONDAY LAKE
 AG9599  PID         -  AG9599
 AG9599  STATE/COUNTY-  WI/WASHBURN
 AG9599  USGS QUAD   -  SARONA (1981)
 AG9599
 AG9599                         *CURRENT SURVEY CONTROL
 AG9599  ___________________________________________________________________
 AG9599* NAD 83(1997)-  45 38 19.81135(N)    091 47 01.07960(W)     ADJUSTED  
 AG9599* NAVD 88     -       392.1    (meters)    1286.     (feet)  GPS OBS   
 AG9599  ___________________________________________________________________
 AG9599  X           -    -139,047.717 (meters)                     COMP
 AG9599  Y           -  -4,465,196.937 (meters)                     COMP
 AG9599  Z           -   4,537,530.350 (meters)                     COMP
 AG9599  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 AG9599  ELLIP HEIGHT-         362.23  (meters)          (12/26/02) GPS OBS
 AG9599  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 AG9599
 AG9599  HORZ ORDER  -  FIRST
 AG9599  ELLP ORDER  -  THIRD     CLASS II
 AG9599
 AG9599.The horizontal coordinates were established by GPS observations
 AG9599.and adjusted by the National Geodetic Survey in December 2002..
 AG9599
 AG9599.The orthometric height was determined by GPS observations and a
 AG9599.high-resolution geoid model.
 AG9599
 AG9599.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9599
 AG9599.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9599
 AG9599.The ellipsoidal height was determined by GPS observations
 AG9599.and is referenced to NAD 83.
 AG9599
 AG9599.The geoid height was determined by GEOID03.
 AG9599
 AG9599;                    North         East     Units Scale Factor Converg.
 AG9599;SPC WI N     -    54,040.046   460,951.107   MT  0.99998768   -1 17 12.0
 AG9599;SPC WI N     -   177,296.38  1,512,303.76   sFT  0.99998768   -1 17 12.0
 AG9599;UTM  15      - 5,054,640.491   594,796.860   MT  0.99971048   +0 52 10.9
 AG9599
 AG9599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9599!SPC WI N     -   0.99994321  x   0.99998768  =   0.99993090
 AG9599!UTM  15      -   0.99994321  x   0.99971048  =   0.99965371
 AG9599
 AG9599                          SUPERSEDED SURVEY CONTROL
 AG9599
 AG9599  NAD 83(1991)-  45 38 19.81095(N)    091 47 01.07780(W) AD(       ) 1
 AG9599  ELLIP H (04/30/98)  362.26   (m)                       GP(       ) 3 2
 AG9599
 AG9599.Superseded values are not recommended for survey control.
 AG9599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9599.See file dsdata.txt to determine how the superseded data were derived.
 AG9599
 AG9599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL9479754640(NAD 83)
 AG9599_MARKER: DE = TRAVERSE STATION DISK
 AG9599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9599_STAMPING: MONDAY LAKE 538 RWR 1996
 AG9599_MARK LOGO: WI-129
 AG9599_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9599+STABILITY: SURFACE MOTION
 AG9599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9599+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AG9599
 AG9599  HISTORY     - Date     Condition        Report By
 AG9599  HISTORY     - 1996     MONUMENTED       WI-129
 AG9599
 AG9599                          STATION DESCRIPTION
 AG9599
 AG9599'DESCRIBED BY WASHBURN COUNTY WISCONSIN 1996 (RWR)
 AG9599'STATION IS ABOUT 2 MILES (3.2 KM) NORTH OF HAUGEN AT THE NORTHWEST
 AG9599'INTERSECTION OF USH 53 AND 30TH AVENUE ON THE BARRON-WASHBURN COUNTY
 AG9599'LINE.  MARK IS AT THE CENTER LINE OF AN ABANDONDED RAILROAD OVER A 24
 AG9599'INCH CAST IRON CULVERT AT RAILROAD STATION 1328+06, BRIDGE 721, 58
 AG9599'FEET (17.7 M) NORTH OF THE CENTER LINE OF 30TH AVENUE AND 8 FEET (2.4
 AG9599'M) WEST OF WISDOT CARSONITE SIGN.  MONUMENT IS A 4 INCH BRONZE DISK
 AG9599'ATTACHED TO A 5 FOOT (1.5 M) LONG REBAR SET FLUSH IN A 10 INCH
 AG9599'DIAMETER BY 5.3 FOOT (1.6 M) LONG CONCRETE CYLINDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AG9602 ***********************************************************************
 AG9602  DESIGNATION -  539 PERSHING
 AG9602  PID         -  AG9602
 AG9602  STATE/COUNTY-  WI/WASHBURN
 AG9602  USGS QUAD   -  SHELL LAKE (1982)
 AG9602
 AG9602                         *CURRENT SURVEY CONTROL
 AG9602  ___________________________________________________________________
 AG9602* NAD 83(1997)-  45 38 20.65958(N)    091 55 12.38496(W)     ADJUSTED  
 AG9602* NAVD 88     -       404.4    (meters)    1327.     (feet)  GPS OBS   
 AG9602  ___________________________________________________________________
 AG9602  X           -    -149,682.702 (meters)                     COMP
 AG9602  Y           -  -4,464,843.155 (meters)                     COMP
 AG9602  Z           -   4,537,557.662 (meters)                     COMP
 AG9602  LAPLACE CORR-          -7.07  (seconds)                    DEFLEC99
 AG9602  ELLIP HEIGHT-         374.82  (meters)          (12/26/02) GPS OBS
 AG9602  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 AG9602
 AG9602  HORZ ORDER  -  FIRST
 AG9602  ELLP ORDER  -  THIRD     CLASS II
 AG9602
 AG9602.The horizontal coordinates were established by GPS observations
 AG9602.and adjusted by the National Geodetic Survey in December 2002..
 AG9602
 AG9602.The orthometric height was determined by GPS observations and a
 AG9602.high-resolution geoid model.
 AG9602
 AG9602.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9602
 AG9602.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9602
 AG9602.The ellipsoidal height was determined by GPS observations
 AG9602.and is referenced to NAD 83.
 AG9602
 AG9602.The geoid height was determined by GEOID03.
 AG9602
 AG9602;                    North         East     Units Scale Factor Converg.
 AG9602;SPC WI N     -    54,314.284   450,314.490   MT  0.99998764   -1 23 06.4
 AG9602;SPC WI N     -   178,196.11  1,477,406.79   sFT  0.99998764   -1 23 06.4
 AG9602;UTM  15      - 5,054,514.271   584,160.534   MT  0.99968708   +0 46 19.6
 AG9602
 AG9602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9602!SPC WI N     -   0.99994124  x   0.99998764  =   0.99992888
 AG9602!UTM  15      -   0.99994124  x   0.99968708  =   0.99962834
 AG9602
 AG9602                          SUPERSEDED SURVEY CONTROL
 AG9602
 AG9602  NAD 83(1991)-  45 38 20.65916(N)    091 55 12.38307(W) AD(       ) 1
 AG9602  ELLIP H (04/30/98)  374.86   (m)                       GP(       ) 3 2
 AG9602
 AG9602.Superseded values are not recommended for survey control.
 AG9602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9602.See file dsdata.txt to determine how the superseded data were derived.
 AG9602
 AG9602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL8416154514(NAD 83)
 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 = OCTOBER  7, 2006
 AG9607 ***********************************************************************
 AG9607  DESIGNATION -  540 NORTHWOOD
 AG9607  PID         -  AG9607
 AG9607  STATE/COUNTY-  WI/WASHBURN
 AG9607  USGS QUAD   -  GORDON (1982)
 AG9607
 AG9607                         *CURRENT SURVEY CONTROL
 AG9607  ___________________________________________________________________
 AG9607* NAD 83(1997)-  46 09 21.09662(N)    091 48 49.53824(W)     ADJUSTED  
 AG9607* NAVD 88     -       325.0    (meters)    1066.     (feet)  GPS OBS   
 AG9607  ___________________________________________________________________
 AG9607  X           -    -140,087.996 (meters)                     COMP
 AG9607  Y           -  -4,423,830.544 (meters)                     COMP
 AG9607  Z           -   4,577,479.900 (meters)                     COMP
 AG9607  LAPLACE CORR-          -5.87  (seconds)                    DEFLEC99
 AG9607  ELLIP HEIGHT-         297.90  (meters)          (12/26/02) GPS OBS
 AG9607  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AG9607
 AG9607  HORZ ORDER  -  FIRST
 AG9607  ELLP ORDER  -  THIRD     CLASS II
 AG9607
 AG9607.The horizontal coordinates were established by GPS observations
 AG9607.and adjusted by the National Geodetic Survey in December 2002..
 AG9607
 AG9607.The orthometric height was determined by GPS observations and a
 AG9607.high-resolution geoid model.
 AG9607
 AG9607.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9607
 AG9607.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9607
 AG9607.The ellipsoidal height was determined by GPS observations
 AG9607.and is referenced to NAD 83.
 AG9607
 AG9607.The geoid height was determined by GEOID03.
 AG9607
 AG9607;                    North         East     Units Scale Factor Converg.
 AG9607;SPC WI N     -   111,542.769   459,914.966   MT  0.99994537   -1 18 30.2
 AG9607;SPC WI N     -   365,953.23  1,508,904.35   sFT  0.99994537   -1 18 30.2
 AG9607;UTM  15      - 5,112,048.763   591,594.758   MT  0.99970313   +0 51 20.2
 AG9607
 AG9607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9607!SPC WI N     -   0.99995330  x   0.99994537  =   0.99989867
 AG9607!UTM  15      -   0.99995330  x   0.99970313  =   0.99965645
 AG9607
 AG9607                          SUPERSEDED SURVEY CONTROL
 AG9607
 AG9607  NAD 83(1991)-  46 09 21.09637(N)    091 48 49.53677(W) AD(       ) 1
 AG9607  ELLIP H (04/30/98)  297.91   (m)                       GP(       ) 3 2
 AG9607
 AG9607.Superseded values are not recommended for survey control.
 AG9607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9607.See file dsdata.txt to determine how the superseded data were derived.
 AG9607
 AG9607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM9159512049(NAD 83)
 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 = OCTOBER  7, 2006
 AG9569 ***********************************************************************
 AG9569  DESIGNATION -  541 THAYER
 AG9569  PID         -  AG9569
 AG9569  STATE/COUNTY-  WI/WASHBURN
 AG9569  USGS QUAD   -  BIRCHWOOD (1982)
 AG9569
 AG9569                         *CURRENT SURVEY CONTROL
 AG9569  ___________________________________________________________________
 AG9569* NAD 83(1997)-  45 42 53.42079(N)    091 33 20.85810(W)     ADJUSTED  
 AG9569* NAVD 88     -       429.8    (meters)    1410.     (feet)  GPS OBS   
 AG9569  ___________________________________________________________________
 AG9569  X           -    -121,127.230 (meters)                     COMP
 AG9569  Y           -  -4,459,699.438 (meters)                     COMP
 AG9569  Z           -   4,543,459.820 (meters)                     COMP
 AG9569  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 AG9569  ELLIP HEIGHT-         399.89  (meters)          (12/26/02) GPS OBS
 AG9569  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 AG9569
 AG9569  HORZ ORDER  -  FIRST
 AG9569  ELLP ORDER  -  THIRD     CLASS II
 AG9569
 AG9569.The horizontal coordinates were established by GPS observations
 AG9569.and adjusted by the National Geodetic Survey in December 2002..
 AG9569
 AG9569.The orthometric height was determined by GPS observations and a
 AG9569.high-resolution geoid model.
 AG9569
 AG9569.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9569
 AG9569.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9569
 AG9569.The ellipsoidal height was determined by GPS observations
 AG9569.and is referenced to NAD 83.
 AG9569
 AG9569.The geoid height was determined by GEOID03.
 AG9569
 AG9569;                    North         East     Units Scale Factor Converg.
 AG9569;SPC WI N     -    62,112.185   478,876.070   MT  0.99997640   -1 07 20.3
 AG9569;SPC WI N     -   203,779.73  1,571,112.57   sFT  0.99997640   -1 07 20.3
 AG9569;UTM  15      - 5,063,379.167   612,401.018   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  =   0.99991371
 AG9569!UTM  15      -   0.99993731  x   0.99975532  =   0.99969265
 AG9569
 AG9569                          SUPERSEDED SURVEY CONTROL
 AG9569
 AG9569  NAD 83(1991)-  45 42 53.42041(N)    091 33 20.85671(W) AD(       ) 1
 AG9569  ELLIP H (04/30/98)  399.90   (m)                       GP(       ) 3 2
 AG9569
 AG9569.Superseded values are not recommended for survey control.
 AG9569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9569.See file dsdata.txt to determine how the superseded data were derived.
 AG9569
 AG9569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1240163379(NAD 83)
 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 = OCTOBER  7, 2006
 AG9604 ***********************************************************************
 AG9604  DESIGNATION -  542 NETTIE
 AG9604  PID         -  AG9604
 AG9604  STATE/COUNTY-  WI/WASHBURN
 AG9604  USGS QUAD   -  HORSESHOE LAKE (1982)
 AG9604
 AG9604                         *CURRENT SURVEY CONTROL
 AG9604  ___________________________________________________________________
 AG9604* NAD 83(1997)-  46 06 28.22183(N)    091 54 09.23650(W)     ADJUSTED  
 AG9604* NAVD 88     -       321.6    (meters)    1055.     (feet)  GPS OBS   
 AG9604  ___________________________________________________________________
 AG9604  X           -    -147,072.189 (meters)                     COMP
 AG9604  Y           -  -4,427,452.020 (meters)                     COMP
 AG9604  Z           -   4,573,778.326 (meters)                     COMP
 AG9604  LAPLACE CORR-          -5.69  (seconds)                    DEFLEC99
 AG9604  ELLIP HEIGHT-         294.61  (meters)          (12/26/02) GPS OBS
 AG9604  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AG9604
 AG9604  HORZ ORDER  -  FIRST
 AG9604  ELLP ORDER  -  THIRD     CLASS II
 AG9604
 AG9604.The horizontal coordinates were established by GPS observations
 AG9604.and adjusted by the National Geodetic Survey in December 2002..
 AG9604
 AG9604.The orthometric height was determined by GPS observations and a
 AG9604.high-resolution geoid model.
 AG9604
 AG9604.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9604
 AG9604.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9604
 AG9604.The ellipsoidal height was determined by GPS observations
 AG9604.and is referenced to NAD 83.
 AG9604
 AG9604.The geoid height was determined by GEOID03.
 AG9604
 AG9604;                    North         East     Units Scale Factor Converg.
 AG9604;SPC WI N     -   106,367.354   452,929.586   MT  0.99994589   -1 22 20.8
 AG9604;SPC WI N     -   348,973.56  1,485,986.48   sFT  0.99994589   -1 22 20.8
 AG9604;UTM  15      - 5,106,614.669   584,811.448   MT  0.99968842   +0 47 27.3
 AG9604
 AG9604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9604!SPC WI N     -   0.99995382  x   0.99994589  =   0.99989971
 AG9604!UTM  15      -   0.99995382  x   0.99968842  =   0.99964225
 AG9604
 AG9604                          SUPERSEDED SURVEY CONTROL
 AG9604
 AG9604  NAD 83(1991)-  46 06 28.22157(N)    091 54 09.23500(W) AD(       ) 1
 AG9604  ELLIP H (04/30/98)  294.63   (m)                       GP(       ) 3 2
 AG9604
 AG9604.Superseded values are not recommended for survey control.
 AG9604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9604.See file dsdata.txt to determine how the superseded data were derived.
 AG9604
 AG9604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM8481106615(NAD 83)
 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 = OCTOBER  7, 2006
 AA3522 ***********************************************************************
 AA3522  DESIGNATION -  557 RESET
 AA3522  PID         -  AA3522
 AA3522  STATE/COUNTY-  WI/COLUMBIA
 AA3522  USGS QUAD   -  PORTAGE (1984)
 AA3522
 AA3522                         *CURRENT SURVEY CONTROL
 AA3522  ___________________________________________________________________
 AA3522* NAD 83(1986)-  43 32 46.     (N)    089 27 54.     (W)     SCALED    
 AA3522* NAVD 88     -       244.59   (+/-2cm)     802.5    (feet)  VERTCON   
 AA3522  ___________________________________________________________________
 AA3522  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 AA3522
 AA3522  VERT ORDER  -  THIRD (See Below)
 AA3522
 AA3522.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 AA3522
 AA3522.The geoid height was determined by GEOID03.
 AA3522
 AA3522;                    North         East    Units  Estimated Accuracy
 AA3522;SPC WI S     -   171,900.      643,230.      MT  (+/- 180 meters Scaled)
 AA3522
 AA3522                          SUPERSEDED SURVEY CONTROL
 AA3522
 AA3522  NGVD 29 (09/01/04)  244.63   (m)          802.6    (f) RESET       3  
 AA3522
 AA3522.Superseded values are not recommended for survey control.
 AA3522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3522.See file dsdata.txt to determine how the superseded data were derived.
 AA3522
 AA3522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP008244(NAD 83)
 AA3522_MARKER: DD = SURVEY DISK
 AA3522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3522_STAMPING: BM 557 RESET
 AA3522_MARK LOGO: WIDT  
 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 = OCTOBER  7, 2006
 NH1342 ***********************************************************************
 NH1342  DESIGNATION -  566
 NH1342  PID         -  NH1342
 NH1342  STATE/COUNTY-  WI/ROCK
 NH1342  USGS QUAD   -  JANESVILLE WEST (1976)
 NH1342
 NH1342                         *CURRENT SURVEY CONTROL
 NH1342  ___________________________________________________________________
 NH1342* NAD 83(1991)-  42 40 45.31633(N)    089 04 53.23441(W)     ADJUSTED  
 NH1342* NAVD 88     -       268.     (meters)     879.     (feet)  SCALED    
 NH1342  ___________________________________________________________________
 NH1342  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 NH1342  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 NH1342
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1342
 NH1342.The geoid height was determined by GEOID03.
 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     -   0.99996328  x   1.00001134  =   0.99997462
 NH1342!UTM  16      -   0.99996328  x   0.99995782  =   0.99992110
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1342.See file dsdata.txt to determine how the superseded data were derived.
 NH1342
 NH1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2946127298(NAD 83)
 NH1342_MARKER: DD = SURVEY DISK
 NH1342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1342
 NH1342  HISTORY     - Date     Condition        Report By
 NH1342  HISTORY     - 1935     MONUMENTED       WIGS
 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 WISCONSIN 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 = OCTOBER  7, 2006
 NH1328 ***********************************************************************
 NH1328  DESIGNATION -  566 RM 3
 NH1328  PID         -  NH1328
 NH1328  STATE/COUNTY-  WI/ROCK
 NH1328  USGS QUAD   -  JANESVILLE WEST (1976)
 NH1328
 NH1328                         *CURRENT SURVEY CONTROL
 NH1328  ___________________________________________________________________
 NH1328* NAD 83(1991)-  42 40 45.44916(N)    089 04 52.92328(W)     ADJUSTED  
 NH1328* NAVD 88     -       268.     (meters)     879.     (feet)  SCALED    
 NH1328  ___________________________________________________________________
 NH1328  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 NH1328  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 NH1328
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1328
 NH1328.The geoid height was determined by GEOID03.
 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     -   0.99996328  x   1.00001133  =   0.99997461
 NH1328!UTM  16      -   0.99996328  x   0.99995779  =   0.99992107
 NH1328
 NH1328:                Primary Azimuth Mark                     Grid Az
 NH1328:SPC WI S     -  JANESVILLE RADIO KSA 377 MAST            034 36 17.2
 NH1328:UTM  16      -  JANESVILLE RADIO KSA 377 MAST            036 38 50.1
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1328.See file dsdata.txt to determine how the superseded data were derived.
 NH1328
 NH1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2946827302(NAD 83)
 NH1328_MARKER: DD = SURVEY DISK
 NH1328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1328
 NH1328  HISTORY     - Date     Condition        Report By
 NH1328  HISTORY     - 1957     MONUMENTED       WIGS
 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 WISCONSIN 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 = OCTOBER  7, 2006
 NH1368 ***********************************************************************
 NH1368  DESIGNATION -  574
 NH1368  PID         -  NH1368
 NH1368  STATE/COUNTY-  WI/ROCK
 NH1368  USGS QUAD   -  FOOTVILLE (1971)
 NH1368
 NH1368                         *CURRENT SURVEY CONTROL
 NH1368  ___________________________________________________________________
 NH1368* NAD 83(1991)-  42 39 12.26499(N)    089 13 43.95296(W)     ADJUSTED  
 NH1368* NAVD 88     -       288.     (meters)     945.     (feet)  SCALED    
 NH1368  ___________________________________________________________________
 NH1368  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 NH1368  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 NH1368
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1368
 NH1368.The geoid height was determined by GEOID03.
 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     -   0.99996015  x   1.00001707  =   0.99997721
 NH1368!UTM  16      -   0.99996015  x   1.00001065  =   0.99997079
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1368.See file dsdata.txt to determine how the superseded data were derived.
 NH1368
 NH1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1730624736(NAD 83)
 NH1368_MARKER: DD = SURVEY DISK
 NH1368_SETTING: 0 = UNSPECIFIED SETTING
 NH1368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH1368
 NH1368  HISTORY     - Date     Condition        Report By
 NH1368  HISTORY     - 1935     MONUMENTED       WIGS
 NH1368  HISTORY     - 1957     GOOD             CGS
 NH1368  HISTORY     - 19960504 POOR             USPSQD
 NH1368  HISTORY     - 20010331 GOOD             NGS
 NH1368
 NH1368                          STATION DESCRIPTION
 NH1368
 NH1368'DESCRIBED BY WISCONSIN 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 = OCTOBER  7, 2006
 NH1367 ***********************************************************************
 NH1367  DESIGNATION -  574 RM 3
 NH1367  PID         -  NH1367
 NH1367  STATE/COUNTY-  WI/ROCK
 NH1367  USGS QUAD   -  FOOTVILLE (1971)
 NH1367
 NH1367                         *CURRENT SURVEY CONTROL
 NH1367  ___________________________________________________________________
 NH1367* NAD 83(1991)-  42 39 12.69745(N)    089 13 43.47124(W)     ADJUSTED  
 NH1367* NAVD 88     -       288.     (meters)     945.     (feet)  SCALED    
 NH1367  ___________________________________________________________________
 NH1367  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 NH1367  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 NH1367
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1367
 NH1367.The geoid height was determined by GEOID03.
 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     -   0.99996015  x   1.00001705  =   0.99997719
 NH1367!UTM  16      -   0.99996015  x   1.00001060  =   0.99997074
 NH1367
 NH1367:                Primary Azimuth Mark                     Grid Az
 NH1367:SPC WI S     -  FOOTVILLE PET MILK CO STACK              050 49 18.6
 NH1367:UTM  16      -  FOOTVILLE PET MILK CO STACK              052 51 44.3
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1367.See file dsdata.txt to determine how the superseded data were derived.
 NH1367
 NH1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1731824749(NAD 83)
 NH1367_MARKER: DD = SURVEY DISK
 NH1367_SETTING: 0 = UNSPECIFIED SETTING
 NH1367
 NH1367  HISTORY     - Date     Condition        Report By
 NH1367  HISTORY     - 1957     MONUMENTED       WIGS
 NH1367  HISTORY     - 19960504 GOOD             USPSQD
 NH1367  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH1367
 NH1367                          STATION DESCRIPTION
 NH1367
 NH1367'DESCRIBED BY WISCONSIN 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 = OCTOBER  7, 2006
 NH1371 ***********************************************************************
 NH1371  DESIGNATION -  579
 NH1371  PID         -  NH1371
 NH1371  STATE/COUNTY-  WI/ROCK
 NH1371  USGS QUAD   -  ORFORDVILLE (1971)
 NH1371
 NH1371                         *CURRENT SURVEY CONTROL
 NH1371  ___________________________________________________________________
 NH1371* NAD 83(1991)-  42 42 31.01079(N)    089 17 18.93944(W)     ADJUSTED  
 NH1371* NAVD 88     -       318.     (meters)    1043.     (feet)  SCALED    
 NH1371  ___________________________________________________________________
 NH1371  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 NH1371  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 NH1371
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1371
 NH1371.The geoid height was determined by GEOID03.
 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     -   0.99995545  x   1.00000508  =   0.99996053
 NH1371!UTM  16      -   0.99995545  x   1.00003218  =   0.99998763
 NH1371
 NH1371:                Primary Azimuth Mark                     Grid Az
 NH1371:SPC WI S     -  FOOTVILLE PET MILK CO STACK              124 30 53.7
 NH1371:UTM  16      -  FOOTVILLE PET MILK CO STACK              126 33 23.2
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1371.See file dsdata.txt to determine how the superseded data were derived.
 NH1371
 NH1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1257730997(NAD 83)
 NH1371_MARKER: DD = SURVEY DISK
 NH1371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1371
 NH1371  HISTORY     - Date     Condition        Report By
 NH1371  HISTORY     - 1935     MONUMENTED       WIGS
 NH1371  HISTORY     - 1957     GOOD             CGS
 NH1371  HISTORY     - 19960504 GOOD             USPSQD
 NH1371  HISTORY     - 20010331 GOOD             NGS
 NH1371
 NH1371                          STATION DESCRIPTION
 NH1371
 NH1371'DESCRIBED BY WISCONSIN 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 = OCTOBER  7, 2006
 NG0347 ***********************************************************************
 NG0347  DESIGNATION -  58 02
 NG0347  PID         -  NG0347
 NG0347  STATE/COUNTY-  WI/MILWAUKEE
 NG0347  USGS QUAD   -  GREENDALE (1976)
 NG0347
 NG0347                         *CURRENT SURVEY CONTROL
 NG0347  ___________________________________________________________________
 NG0347* NAD 83(1986)-  42 56 40.     (N)    087 54 34.     (W)     SCALED    
 NG0347* NAVD 88     -       212.137  (meters)     695.99   (feet)  ADJUSTED  
 NG0347  ___________________________________________________________________
 NG0347  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 NG0347  DYNAMIC HT  -         212.079 (meters)     695.80  (feet)  COMP
 NG0347  MODELED GRAV-     980,342.0   (mgal)                       NAVD 88
 NG0347
 NG0347  VERT ORDER  -  FIRST     CLASS 0
 NG0347
 NG0347.This mark is at General Mitchell Intl Airport (MKE)
 NG0347
 NG0347.The horizontal coordinates were scaled from a topographic map and have
 NG0347.an estimated accuracy of +/- 6 seconds.
 NG0347
 NG0347.The orthometric height was determined by differential leveling
 NG0347.and adjusted by the National Geodetic Survey in June 1991..
 NG0347
 NG0347.The geoid height was determined by GEOID03.
 NG0347
 NG0347.The dynamic height is computed by dividing the NAVD 88
 NG0347.geopotential number by the normal gravity value computed on the
 NG0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0347.degrees latitude (g = 980.6199 gals.).
 NG0347
 NG0347.The modeled gravity was interpolated from observed gravity values.
 NG0347
 NG0347;                    North         East    Units  Estimated Accuracy
 NG0347;SPC WI S     -   107,060.      770,600.      MT  (+/- 180 meters Scaled)
 NG0347
 NG0347                          SUPERSEDED SURVEY CONTROL
 NG0347
 NG0347  NGVD 29 (??/??/92)  212.22   (m)          696.3    (f) COMPUTED    1 0
 NG0347
 NG0347.Superseded values are not recommended for survey control.
 NG0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0347.See file dsdata.txt to determine how the superseded data were derived.
 NG0347
 NG0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN258550(NAD 83)
 NG0347_MARKER: DD = SURVEY DISK
 NG0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NG0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0347+STABILITY: SURFACE MOTION
 NG0347
 NG0347  HISTORY     - Date     Condition        Report By
 NG0347  HISTORY     - UNK      MONUMENTED       WI3100
 NG0347  HISTORY     - 1972     GOOD             NGS
 NG0347  HISTORY     - 20011021 MARK NOT FOUND   USPSQD
 NG0347  HISTORY     - 20040409 MARK NOT FOUND   USPSQD
 NG0347  HISTORY     - 20060704 MARK NOT FOUND   GEOCAC
 NG0347
 NG0347                          STATION DESCRIPTION
 NG0347
 NG0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 NG0347'AT MILWAUKEE.
 NG0347'AT MILWAUKEE, 1.0 MILE SOUTH ALONG HOWELL AVENUE (STATE HIGHWAY
 NG0347'38) FROM THE INTERSECTION OF LAYTON AVENUE, ABOUT 0.1 MILE NORTH
 NG0347'OF THE NORTH END OF A TUNNEL UNDER THE NORTHEAST- SOUTHWEST RUNWAY
 NG0347'OF THE GENERAL MITCHELL FIELD AIRPORT, IN THE MEDIAN BETWEEN
 NG0347'THE LANES OF THE AVENUE, AT THE JUNCTION OF GRANGE AVENUE, 65
 NG0347'FEET SOUTH OF THE CENTER LINE OF GRANGE AVENUE, 8.4 FEET EAST
 NG0347'OF THE EAST CURB OF THE SOUTHBOUND LANE OF THE HIGHWAY, 16 1/2
 NG0347'FEET NORTH OF A STREET LIGHT POLE NO. 65.3142-35-5, 13.6 FEET
 NG0347'SOUTH OF THE ROUNDED CURB AT THE NORTH END OF THE MEDIAN, 0.7
 NG0347'FOOT SOUTH OF A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF
 NG0347'THE AVENUE, SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 NG0347'INCHES ABOVE THE LEVEL OF THE GROUND.  SEC 32, T6N, R22E
 NG0347
 NG0347                          STATION RECOVERY (2001)
 NG0347
 NG0347'RECOVERY NOTE BY US POWER SQUADRON 2001
 NG0347'DISK NOT FOUND, ROAD UNDER CONSTRUCTION
 NG0347
 NG0347                          STATION RECOVERY (2004)
 NG0347
 NG0347'RECOVERY NOTE BY US POWER SQUADRON 2004 (DLH)
 NG0347'WITNESS POST, CONCRETE POST AND MARK PRESUMED DESTOYED DURING ROAD
 NG0347'CONSTRUCTION, NOT REPLACED.
 NG0347
 NG0347                          STATION RECOVERY (2006)
 NG0347
 NG0347'RECOVERY NOTE BY GEOCACHING 2006 (CT)
 NG0347'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0081 ***********************************************************************
 ON0081  DESIGNATION -  6 E
 ON0081  PID         -  ON0081
 ON0081  STATE/COUNTY-  WI/RICHLAND
 ON0081  USGS QUAD   -  RICHLAND CENTER (1983)
 ON0081
 ON0081                         *CURRENT SURVEY CONTROL
 ON0081  ___________________________________________________________________
 ON0081* NAD 83(1986)-  43 20 49.     (N)    090 25 05.     (W)     SCALED    
 ON0081* NAVD 88     -       230.530  (meters)     756.33   (feet)  ADJUSTED  
 ON0081  ___________________________________________________________________
 ON0081  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 ON0081  DYNAMIC HT  -         230.470 (meters)     756.13  (feet)  COMP
 ON0081  MODELED GRAV-     980,356.6   (mgal)                       NAVD 88
 ON0081
 ON0081  VERT ORDER  -  SECOND    CLASS 0
 ON0081
 ON0081.The horizontal coordinates were scaled from a topographic map and have
 ON0081.an estimated accuracy of +/- 6 seconds.
 ON0081
 ON0081.The orthometric height was determined by differential leveling
 ON0081.and adjusted by the National Geodetic Survey in June 1991..
 ON0081
 ON0081.The geoid height was determined by GEOID03.
 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     -   149,720.      566,110.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0081.See file dsdata.txt to determine how the superseded data were derived.
 ON0081
 ON0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ092025(NAD 83)
 ON0081_MARKER: DD = SURVEY DISK
 ON0081_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ON0081_SP_SET: CONCRETE BASE
 ON0081_STAMPING: 6 E 1930
 ON0081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0081
 ON0081  HISTORY     - Date     Condition        Report By
 ON0081  HISTORY     - 1930     MONUMENTED       USGS
 ON0081  HISTORY     - 1938     GOOD             NGS
 ON0081
 ON0081                          STATION DESCRIPTION
 ON0081
 ON0081'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 ON0082 ***********************************************************************
 ON0082  DESIGNATION -  6 E RESET
 ON0082  PID         -  ON0082
 ON0082  STATE/COUNTY-  WI/RICHLAND
 ON0082  USGS QUAD   -  RICHLAND CENTER (1983)
 ON0082
 ON0082                         *CURRENT SURVEY CONTROL
 ON0082  ___________________________________________________________________
 ON0082* NAD 83(1986)-  43 20 49.     (N)    090 25 04.     (W)     SCALED    
 ON0082* NAVD 88     -       230.16   (+/-2cm)     755.1    (feet)  VERTCON   
 ON0082  ___________________________________________________________________
 ON0082  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 ON0082
 ON0082  VERT ORDER  -  THIRD (See Below)
 ON0082
 ON0082.The horizontal coordinates were scaled from a topographic map and have
 ON0082.an estimated accuracy of +/- 6 seconds.
 ON0082
 ON0082.The NAVD 88 height was computed by applying the VERTCON shift value to
 ON0082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ON0082.The vertical order pertains to the NGVD 29 superseded value.
 ON0082
 ON0082.The geoid height was determined by GEOID03.
 ON0082
 ON0082;                    North         East    Units  Estimated Accuracy
 ON0082;SPC WI S     -   149,720.      566,130.      MT  (+/- 180 meters Scaled)
 ON0082
 ON0082                          SUPERSEDED SURVEY CONTROL
 ON0082
 ON0082  NGVD 29 (09/01/04)  230.21   (m)          755.3    (f) RESET       3  
 ON0082
 ON0082.Superseded values are not recommended for survey control.
 ON0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0082.See file dsdata.txt to determine how the superseded data were derived.
 ON0082
 ON0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ092025(NAD 83)
 ON0082_MARKER: DB = BENCH MARK DISK
 ON0082_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ON0082_SP_SET: CULVERT
 ON0082_STAMPING: 6 E 1930 RESET 1960
 ON0082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0082
 ON0082  HISTORY     - Date     Condition        Report By
 ON0082  HISTORY     - 1960     MONUMENTED       WIHD
 ON0082  HISTORY     - 1963     GOOD             NGS
 ON0082
 ON0082                          STATION DESCRIPTION
 ON0082
 ON0082'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0119 ***********************************************************************
 PN0119  DESIGNATION -  618
 PN0119  PID         -  PN0119
 PN0119  STATE/COUNTY-  WI/OCONTO
 PN0119  USGS QUAD   -  SUAMICO (1974)
 PN0119
 PN0119                         *CURRENT SURVEY CONTROL
 PN0119  ___________________________________________________________________
 PN0119* NAD 83(1986)-  44 43 18.     (N)    088 00 32.     (W)     SCALED    
 PN0119* NAVD 88     -       180.705  (meters)     592.86   (feet)  ADJUSTED  
 PN0119  ___________________________________________________________________
 PN0119  GEOID HEIGHT-         -36.29  (meters)                     GEOID03
 PN0119  DYNAMIC HT  -         180.686 (meters)     592.80  (feet)  COMP
 PN0119  MODELED GRAV-     980,507.8   (mgal)                       NAVD 88
 PN0119
 PN0119  VERT ORDER  -  FIRST     CLASS 0
 PN0119
 PN0119.The horizontal coordinates were scaled from a topographic map and have
 PN0119.an estimated accuracy of +/- 6 seconds.
 PN0119
 PN0119.The orthometric height was determined by differential leveling
 PN0119.and adjusted by the National Geodetic Survey in June 1991..
 PN0119
 PN0119.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 PN0119
 PN0119.No superseded survey control is available for this station.
 PN0119
 PN0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ201525(NAD 83)
 PN0119_MARKER: DD = SURVEY DISK
 PN0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0119_STAMPING: 618
 PN0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0119+STABILITY: SURFACE MOTION
 PN0119
 PN0119  HISTORY     - Date     Condition        Report By
 PN0119  HISTORY     - UNK      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 = OCTOBER  7, 2006
 AH5300 ***********************************************************************
 AH5300  PACS        -  This is a Primary Airport Control Station.
 AH5300  DESIGNATION -  63C A
 AH5300  PID         -  AH5300
 AH5300  STATE/COUNTY-  WI/ADAMS
 AH5300  USGS QUAD   -  ADAMS (1983)
 AH5300
 AH5300                         *CURRENT SURVEY CONTROL
 AH5300  ___________________________________________________________________
 AH5300* NAD 83(1997)-  43 57 56.87443(N)    089 47 38.34969(W)     ADJUSTED  
 AH5300* NAVD 88     -       294.11   (meters)     964.9    (feet)  GPS OBS   
 AH5300  ___________________________________________________________________
 AH5300  X           -      16,533.719 (meters)                     COMP
 AH5300  Y           -  -4,598,271.834 (meters)                     COMP
 AH5300  Z           -   4,405,536.766 (meters)                     COMP
 AH5300  LAPLACE CORR-          -4.38  (seconds)                    DEFLEC99
 AH5300  ELLIP HEIGHT-         258.67  (meters)          (04/28/99) GPS OBS
 AH5300  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 AH5300
 AH5300  HORZ ORDER  -  A
 AH5300  ELLP ORDER  -  THIRD     CLASS I
 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 April 1999..
 AH5300
 AH5300.The orthometric height was determined by GPS observations and a
 AH5300.high-resolution geoid model.
 AH5300
 AH5300.GPS derived orthometric heights for airport stations designated as
 AH5300.PACS or SACS are published to 2 decimal places.  This maintains
 AH5300.centimeter relative accuracy between the PACS and SACS.  It does
 AH5300.not indicate centimeter accuracy relative to other marks which are
 AH5300.part of the NAVD 88 network.
 AH5300
 AH5300.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH5300
 AH5300.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5300
 AH5300.The ellipsoidal height was determined by GPS observations
 AH5300.and is referenced to NAD 83.
 AH5300
 AH5300.The geoid height was determined by GEOID03.
 AH5300
 AH5300;                    North         East     Units Scale Factor Converg.
 AH5300;SPC WI S     -   218,407.369   616,532.756   MT  0.99998107   +0 08 29.6
 AH5300;SPC WI S     -   716,558.18  2,022,741.22   sFT  0.99998107   +0 08 29.6
 AH5300;UTM  16      - 4,871,869.625   275,862.681   MT  1.00021793   -1 56 25.7
 AH5300
 AH5300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5300!SPC WI S     -   0.99995944  x   0.99998107  =   0.99994051
 AH5300!UTM  16      -   0.99995944  x   1.00021793  =   1.00017736
 AH5300
 AH5300                          SUPERSEDED SURVEY CONTROL
 AH5300
 AH5300.No superseded survey control is available for this station.
 AH5300
 AH5300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7586371870(NAD 83)
 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 - December 28, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI3070 ***********************************************************************
 AI3070  SACS        -  This is a Secondary Airport Control Station.
 AI3070  DESIGNATION -  63C B
 AI3070  PID         -  AI3070
 AI3070  STATE/COUNTY-  WI/ADAMS
 AI3070  USGS QUAD   -  ADAMS (1983)
 AI3070
 AI3070                         *CURRENT SURVEY CONTROL
 AI3070  ___________________________________________________________________
 AI3070* NAD 83(1997)-  43 57 38.84535(N)    089 47 15.34972(W)     ADJUSTED  
 AI3070* NAVD 88     -       297.93   (meters)     977.5    (feet)  GPS OBS   
 AI3070  ___________________________________________________________________
 AI3070  X           -      17,047.901 (meters)                     COMP
 AI3070  Y           -  -4,598,659.000 (meters)                     COMP
 AI3070  Z           -   4,405,138.860 (meters)                     COMP
 AI3070  LAPLACE CORR-          -4.47  (seconds)                    DEFLEC99
 AI3070  ELLIP HEIGHT-         262.47  (meters)          (11/17/99) GPS OBS
 AI3070  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 AI3070
 AI3070  HORZ ORDER  -  FIRST
 AI3070  ELLP ORDER  -  THIRD     CLASS I
 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 November 1999..
 AI3070
 AI3070.The orthometric height was determined by GPS observations and a
 AI3070.high-resolution geoid model.
 AI3070
 AI3070.GPS derived orthometric heights for airport stations designated as
 AI3070.PACS or SACS are published to 2 decimal places.  This maintains
 AI3070.centimeter relative accuracy between the PACS and SACS.  It does
 AI3070.not indicate centimeter accuracy relative to other marks which are
 AI3070.part of the NAVD 88 network.
 AI3070
 AI3070.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3070
 AI3070.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3070
 AI3070.The ellipsoidal height was determined by GPS observations
 AI3070.and is referenced to NAD 83.
 AI3070
 AI3070.The geoid height was determined by GEOID03.
 AI3070
 AI3070;                    North         East     Units Scale Factor Converg.
 AI3070;SPC WI S     -   217,852.213   617,046.884   MT  0.99998021   +0 08 45.4
 AI3070;SPC WI S     -   714,736.80  2,024,427.99   sFT  0.99998021   +0 08 45.4
 AI3070;UTM  16      - 4,871,296.022   276,356.419   MT  1.00021521   -1 56 09.1
 AI3070
 AI3070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3070!SPC WI S     -   0.99995884  x   0.99998021  =   0.99993906
 AI3070!UTM  16      -   0.99995884  x   1.00021521  =   1.00017405
 AI3070
 AI3070                          SUPERSEDED SURVEY CONTROL
 AI3070
 AI3070.No superseded survey control is available for this station.
 AI3070
 AI3070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7635671296(NAD 83)
 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 - 2004
 AI3070
 AI3070  HISTORY     - Date     Condition        Report By
 AI3070  HISTORY     - 1999     MONUMENTED       WIDT
 AI3070  HISTORY     - 2004     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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI3071 ***********************************************************************
 AI3071  SACS        -  This is a Secondary Airport Control Station.
 AI3071  DESIGNATION -  63C C
 AI3071  PID         -  AI3071
 AI3071  STATE/COUNTY-  WI/ADAMS
 AI3071  USGS QUAD   -  ADAMS (1983)
 AI3071
 AI3071                         *CURRENT SURVEY CONTROL
 AI3071  ___________________________________________________________________
 AI3071* NAD 83(1997)-  43 57 26.66163(N)    089 47 12.03387(W)     ADJUSTED  
 AI3071* NAVD 88     -       298.25   (meters)     978.5    (feet)  GPS OBS   
 AI3071  ___________________________________________________________________
 AI3071  X           -      17,122.800 (meters)                     COMP
 AI3071  Y           -  -4,598,919.992 (meters)                     COMP
 AI3071  Z           -   4,404,868.383 (meters)                     COMP
 AI3071  LAPLACE CORR-          -4.45  (seconds)                    DEFLEC99
 AI3071  ELLIP HEIGHT-         262.79  (meters)          (11/17/99) GPS OBS
 AI3071  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 AI3071
 AI3071  HORZ ORDER  -  FIRST
 AI3071  ELLP ORDER  -  THIRD     CLASS I
 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 November 1999..
 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 NAVD 88 network.
 AI3071
 AI3071.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3071
 AI3071.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3071
 AI3071.The ellipsoidal height was determined by GPS observations
 AI3071.and is referenced to NAD 83.
 AI3071
 AI3071.The geoid height was determined by GEOID03.
 AI3071
 AI3071;                    North         East     Units Scale Factor Converg.
 AI3071;SPC WI S     -   217,476.369   617,121.768   MT  0.99997964   +0 08 47.7
 AI3071;SPC WI S     -   713,503.72  2,024,673.67   sFT  0.99997964   +0 08 47.7
 AI3071;UTM  16      - 4,870,917.617   276,417.615   MT  1.00021487   -1 56 06.3
 AI3071
 AI3071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3071!SPC WI S     -   0.99995879  x   0.99997964  =   0.99993844
 AI3071!UTM  16      -   0.99995879  x   1.00021487  =   1.00017366
 AI3071
 AI3071                          SUPERSEDED SURVEY CONTROL
 AI3071
 AI3071.No superseded survey control is available for this station.
 AI3071
 AI3071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7641870918(NAD 83)
 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 = OCTOBER  7, 2006
 RN0255 ***********************************************************************
 RN0255  DESIGNATION -  648
 RN0255  PID         -  RN0255
 RN0255  STATE/COUNTY-  WI/DOUGLAS
 RN0255  USGS QUAD   -  SUPERIOR (1994)
 RN0255
 RN0255                         *CURRENT SURVEY CONTROL
 RN0255  ___________________________________________________________________
 RN0255* NAD 83(1986)-  46 40 32.     (N)    092 00 29.     (W)     SCALED    
 RN0255* NAVD 88     -       197.070  (meters)     646.55   (feet)  ADJUSTED  
 RN0255  ___________________________________________________________________
 RN0255  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 RN0255  DYNAMIC HT  -         197.094 (meters)     646.63  (feet)  COMP
 RN0255  MODELED GRAV-     980,727.1   (mgal)                       NAVD 88
 RN0255
 RN0255  VERT ORDER  -  FIRST     CLASS II
 RN0255
 RN0255.The horizontal coordinates were scaled from a topographic map and have
 RN0255.an estimated accuracy of +/- 6 seconds.
 RN0255
 RN0255.The orthometric height was determined by differential leveling
 RN0255.and adjusted by the National Geodetic Survey in June 1991..
 RN0255
 RN0255.The geoid height was determined by GEOID03.
 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     -   169,650.      446,370.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0255.See file dsdata.txt to determine how the superseded data were derived.
 RN0255
 RN0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM758695(NAD 83)
 RN0255_MARKER: P = PIPE CAP
 RN0255_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RN0255_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RN0255_STAMPING: 648 WIS
 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             NGS
 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 NATIONAL 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 = OCTOBER  7, 2006
 NG0345 ***********************************************************************
 NG0345  DESIGNATION -  65 19
 NG0345  PID         -  NG0345
 NG0345  STATE/COUNTY-  WI/MILWAUKEE
 NG0345  USGS QUAD   -  GREENDALE (1976)
 NG0345
 NG0345                         *CURRENT SURVEY CONTROL
 NG0345  ___________________________________________________________________
 NG0345* NAD 83(1986)-  42 56 20.     (N)    087 54 34.     (W)     SCALED    
 NG0345* NAVD 88     -       212.446  (meters)     697.00   (feet)  ADJUSTED  
 NG0345  ___________________________________________________________________
 NG0345  GEOID HEIGHT-         -34.96  (meters)                     GEOID03
 NG0345  DYNAMIC HT  -         212.388 (meters)     696.81  (feet)  COMP
 NG0345  MODELED GRAV-     980,341.5   (mgal)                       NAVD 88
 NG0345
 NG0345  VERT ORDER  -  FIRST     CLASS 0
 NG0345
 NG0345.This mark is at General Mitchell Intl Airport (MKE)
 NG0345
 NG0345.The horizontal coordinates were scaled from a topographic map and have
 NG0345.an estimated accuracy of +/- 6 seconds.
 NG0345
 NG0345.The orthometric height was determined by differential leveling
 NG0345.and adjusted by the National Geodetic Survey in June 1991..
 NG0345
 NG0345.The geoid height was determined by GEOID03.
 NG0345
 NG0345.The dynamic height is computed by dividing the NAVD 88
 NG0345.geopotential number by the normal gravity value computed on the
 NG0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0345.degrees latitude (g = 980.6199 gals.).
 NG0345
 NG0345.The modeled gravity was interpolated from observed gravity values.
 NG0345
 NG0345;                    North         East    Units  Estimated Accuracy
 NG0345;SPC WI S     -   106,440.      770,610.      MT  (+/- 180 meters Scaled)
 NG0345
 NG0345                          SUPERSEDED SURVEY CONTROL
 NG0345
 NG0345  NGVD 29 (??/??/92)  212.53   (m)          697.3    (f) COMPUTED    1 0
 NG0345
 NG0345.Superseded values are not recommended for survey control.
 NG0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0345.See file dsdata.txt to determine how the superseded data were derived.
 NG0345
 NG0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN257544(NAD 83)
 NG0345_MARKER: DD = SURVEY DISK
 NG0345_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NG0345_SP_SET: GUARD RAIL
 NG0345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NG0345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0345+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2006
 NG0345
 NG0345  HISTORY     - Date     Condition        Report By
 NG0345  HISTORY     - UNK      MONUMENTED       WI3100
 NG0345  HISTORY     - 1972     GOOD             NGS
 NG0345  HISTORY     - 20011021 GOOD             USPSQD
 NG0345  HISTORY     - 20040409 GOOD             USPSQD
 NG0345  HISTORY     - 20060704 GOOD             USPSQD
 NG0345  HISTORY     - 20060717 GOOD             GEOCAC
 NG0345
 NG0345                          STATION DESCRIPTION
 NG0345
 NG0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 NG0345'AT MILWAUKEE.
 NG0345'AT MILWAUKEE, ABOUT 1.4 MILES SOUTH ALONG HOWELL AVENUE (STATE
 NG0345'HIGHWAY 38) FROM THE INTERSECTION OF LAYTON AVENUE, ABOUT 0.1
 NG0345'MILE SOUTH OF THE SOUTH END OF THE TUNNEL UNDER THE
 NG0345'NORTHEAST-SOUTHWEST RUNWAY OF THE GENERAL MITCHELL FIELD AIRPORT,
 NG0345'SET IN THE TOP OF THE NORTH END OF THE WEST CONCRETE GUARD
 NG0345'RAIL OF A 20-FOOT CONCRETE BRIDGE FOR A DRAINAGE DITCH, 6.3
 NG0345'FEET WEST OF THE WEST CURB OF THE SOUTHBOUND LANE OF THE HIGHWAY
 NG0345'AND 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.  SEC 32, T6N, R22E
 NG0345
 NG0345                          STATION RECOVERY (2001)
 NG0345
 NG0345'RECOVERY NOTE BY US POWER SQUADRON 2001
 NG0345'RECOVERED IN GOOD CONDITION.
 NG0345
 NG0345                          STATION RECOVERY (2004)
 NG0345
 NG0345'RECOVERY NOTE BY US POWER SQUADRON 2004 (DLH)
 NG0345'RECOVERED IN GOOD CONDITION.
 NG0345
 NG0345                          STATION RECOVERY (2006)
 NG0345
 NG0345'RECOVERY NOTE BY US POWER SQUADRON 2006
 NG0345'RECOVERED IN GOOD CONDITION.
 NG0345
 NG0345                          STATION RECOVERY (2006)
 NG0345
 NG0345'RECOVERY NOTE BY GEOCACHING 2006 (CT)
 NG0345'FOUND AT THE FOLLOWING COORDINATES USING GARMIN GPS72 WITH ACCURACY OF
 NG0345'14.7 FEET N42* 56.299 W087* 54.586.  ELEVATION 694 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0214 ***********************************************************************
 RM0214  DESIGNATION -  650
 RM0214  PID         -  RM0214
 RM0214  STATE/COUNTY-  WI/ASHLAND
 RM0214  USGS QUAD   -  ASHLAND WEST (1975)
 RM0214
 RM0214                         *CURRENT SURVEY CONTROL
 RM0214  ___________________________________________________________________
 RM0214* NAD 83(1986)-  46 35 18.     (N)    090 53 25.     (W)     SCALED    
 RM0214* NAVD 88     -       197.894  (meters)     649.26   (feet)  ADJUSTED  
 RM0214  ___________________________________________________________________
 RM0214  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 RM0214  DYNAMIC HT  -         197.899 (meters)     649.27  (feet)  COMP
 RM0214  MODELED GRAV-     980,634.5   (mgal)                       NAVD 88
 RM0214
 RM0214  VERT ORDER  -  FIRST     CLASS II
 RM0214
 RM0214.The horizontal coordinates were scaled from a topographic map and have
 RM0214.an estimated accuracy of +/- 6 seconds.
 RM0214
 RM0214.The orthometric height was determined by differential leveling
 RM0214.and adjusted by the National Geodetic Survey in June 1991..
 RM0214.WARNING-Repeat measurements at this control monument indicate possible
 RM0214.vertical movement.
 RM0214
 RM0214.The geoid height was determined by GEOID03.
 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     -   158,400.      531,770.      MT  (+/- 180 meters Scaled)
 RM0214
 RM0214                          SUPERSEDED SURVEY CONTROL
 RM0214
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0214.See file dsdata.txt to determine how the superseded data were derived.
 RM0214
 RM0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM616615(NAD 83)
 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 - December 21, 2003
 RM0214
 RM0214  HISTORY     - Date     Condition        Report By
 RM0214  HISTORY     - 1919     MONUMENTED       USGS
 RM0214  HISTORY     - 1934     GOOD             NGS
 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
 RM0214                          STATION DESCRIPTION
 RM0214
 RM0214'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1297 ***********************************************************************
 PN1297  DESIGNATION -  66
 PN1297  PID         -  PN1297
 PN1297  STATE/COUNTY-  WI/PORTAGE
 PN1297  USGS QUAD   -  STEVENS POINT (1991)
 PN1297
 PN1297                         *CURRENT SURVEY CONTROL
 PN1297  ___________________________________________________________________
 PN1297* NAD 83(1991)-  44 32 25.61889(N)    089 32 39.18087(W)     ADJUSTED  
 PN1297* NAVD 88     -       340.2    (meters)    1116.     (feet)  VERTCON   
 PN1297  ___________________________________________________________________
 PN1297  LAPLACE CORR-          -4.07  (seconds)                    DEFLEC99
 PN1297  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 PN1297
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1297
 PN1297.The geoid height was determined by GEOID03.
 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     -   0.99995227  x   0.99995778  =   0.99991005
 PN1297!UTM  16      -   0.99995227  x   1.00010242  =   1.00005468
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1297.See file dsdata.txt to determine how the superseded data were derived.
 PN1297
 PN1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ9787935051(NAD 83)
 PN1297_MARKER: DE = TRAVERSE STATION DISK
 PN1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1297_SP_SET: 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 = OCTOBER  7, 2006
 RM0226 ***********************************************************************
 RM0226  DESIGNATION -  672.26
 RM0226  PID         -  RM0226
 RM0226  STATE/COUNTY-  WI/ASHLAND
 RM0226  USGS QUAD   -  ASHLAND EAST (1975)
 RM0226
 RM0226                         *CURRENT SURVEY CONTROL
 RM0226  ___________________________________________________________________
 RM0226* NAD 83(1986)-  46 35 29.     (N)    090 52 09.     (W)     SCALED    
 RM0226* NAVD 88     -       204.654  (meters)     671.44   (feet)  ADJUSTED  
 RM0226  ___________________________________________________________________
 RM0226  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 RM0226  DYNAMIC HT  -         204.659 (meters)     671.45  (feet)  COMP
 RM0226  MODELED GRAV-     980,635.0   (mgal)                       NAVD 88
 RM0226
 RM0226  VERT ORDER  -  SECOND    CLASS 0
 RM0226
 RM0226.The horizontal coordinates were scaled from a topographic map and have
 RM0226.an estimated accuracy of +/- 6 seconds.
 RM0226
 RM0226.The orthometric height was determined by differential leveling
 RM0226.and adjusted by the National Geodetic Survey in June 1991..
 RM0226
 RM0226.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0226.See file dsdata.txt to determine how the superseded data were derived.
 RM0226
 RM0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM632619(NAD 83)
 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             NGS
 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 NATIONAL 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 = OCTOBER  7, 2006
 NG0344 ***********************************************************************
 NG0344  DESIGNATION -  68 04
 NG0344  PID         -  NG0344
 NG0344  STATE/COUNTY-  WI/MILWAUKEE
 NG0344  USGS QUAD   -  GREENDALE (1976)
 NG0344
 NG0344                         *CURRENT SURVEY CONTROL
 NG0344  ___________________________________________________________________
 NG0344* NAD 83(1986)-  42 55 49.     (N)    087 54 35.     (W)     SCALED    
 NG0344* NAVD 88     -       222.930  (meters)     731.40   (feet)  ADJUSTED  
 NG0344  ___________________________________________________________________
 NG0344  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 NG0344  DYNAMIC HT  -         222.869 (meters)     731.20  (feet)  COMP
 NG0344  MODELED GRAV-     980,340.9   (mgal)                       NAVD 88
 NG0344
 NG0344  VERT ORDER  -  FIRST     CLASS 0
 NG0344
 NG0344.The horizontal coordinates were scaled from a topographic map and have
 NG0344.an estimated accuracy of +/- 6 seconds.
 NG0344
 NG0344.The orthometric height was determined by differential leveling
 NG0344.and adjusted by the National Geodetic Survey in June 1991..
 NG0344
 NG0344.The geoid height was determined by GEOID03.
 NG0344
 NG0344.The dynamic height is computed by dividing the NAVD 88
 NG0344.geopotential number by the normal gravity value computed on the
 NG0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0344.degrees latitude (g = 980.6199 gals.).
 NG0344
 NG0344.The modeled gravity was interpolated from observed gravity values.
 NG0344
 NG0344;                    North         East    Units  Estimated Accuracy
 NG0344;SPC WI S     -   105,480.      770,610.      MT  (+/- 180 meters Scaled)
 NG0344
 NG0344                          SUPERSEDED SURVEY CONTROL
 NG0344
 NG0344  NGVD 29 (??/??/92)  223.01   (m)          731.7    (f) COMPUTED    1 0
 NG0344
 NG0344.Superseded values are not recommended for survey control.
 NG0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0344.See file dsdata.txt to determine how the superseded data were derived.
 NG0344
 NG0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN257534(NAD 83)
 NG0344_MARKER: DD = SURVEY DISK
 NG0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NG0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0344+STABILITY: SURFACE MOTION
 NG0344_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NG0344+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2001
 NG0344
 NG0344  HISTORY     - Date     Condition        Report By
 NG0344  HISTORY     - UNK      MONUMENTED       WI3100
 NG0344  HISTORY     - 1972     GOOD             NGS
 NG0344  HISTORY     - 1990     POOR             USPSQD
 NG0344  HISTORY     - 20011021 GOOD             USPSQD
 NG0344  HISTORY     - 20060704 GOOD             USPSQD
 NG0344
 NG0344                          STATION DESCRIPTION
 NG0344
 NG0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 NG0344'AT MILWAUKEE.
 NG0344'AT MILWAUKEE, 2.05 MILES SOUTH ALONG HOWELL AVENUE (STATE
 NG0344'HIGHWAY 38) FROM THE INTERSECTION OF LAYTON AVENUE, AT THE
 NG0344'MILWAUKEE- OAK CREEK CITY LIMIT AT THE INTERSECTION OF COLLEGE
 NG0344'AVENUE (COUNTY ROAD ZZ), 49.5 FEET NORTH OF THE NORTH CURB OF
 NG0344'COLLEGE AVENUE, 22 1/2 FEET NORTHWEST OF STREET LIGHT POLE NO.
 NG0344'33, 3.2 FEET EAST OF THE EAST CURB OF THE SOUTHBOUND LANE OF THE
 NG0344'HIGHWAY, 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE
 NG0344'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF
 NG0344'THE GROUND.  SEC 32, T6N, R22E
 NG0344
 NG0344                          STATION RECOVERY (1990)
 NG0344
 NG0344'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCB)
 NG0344'MARK RECOVERED IN POOR CONDITION.
 NG0344
 NG0344                          STATION RECOVERY (2001)
 NG0344
 NG0344'RECOVERY NOTE BY US POWER SQUADRON 2001
 NG0344'RECOVERED IN GOOD CONDITION.
 NG0344
 NG0344                          STATION RECOVERY (2006)
 NG0344
 NG0344'RECOVERY NOTE BY US POWER SQUADRON 2006
 NG0344'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS IN THE HIGHWAY
 NG0344'MEDIAN STRIP AND THE TOP OF THE CONCRETE POST IS PAINTED BLUE.  NOTE--
 NG0344'THE MARK IS BADLY SCRAPED BUT THE CENTER POINT IS VISIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0626 ***********************************************************************
 PN0626  DESIGNATION -  7 A 1
 PN0626  PID         -  PN0626
 PN0626  STATE/COUNTY-  WI/BROWN
 PN0626  USGS QUAD   -  DE PERE (1992)
 PN0626
 PN0626                         *CURRENT SURVEY CONTROL
 PN0626  ___________________________________________________________________
 PN0626* NAD 83(1986)-  44 26 47.     (N)    088 04 00.     (W)     SCALED    
 PN0626* NAVD 88     -       183.954  (meters)     603.52   (feet)  ADJUSTED  
 PN0626  ___________________________________________________________________
 PN0626  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PN0626  DYNAMIC HT  -         183.930 (meters)     603.44  (feet)  COMP
 PN0626  MODELED GRAV-     980,482.0   (mgal)                       NAVD 88
 PN0626
 PN0626  VERT ORDER  -  FIRST     CLASS 0
 PN0626
 PN0626.The horizontal coordinates were scaled from a topographic map and have
 PN0626.an estimated accuracy of +/- 6 seconds.
 PN0626
 PN0626.The orthometric height was determined by differential leveling
 PN0626.and adjusted by the National Geodetic Survey in June 1991..
 PN0626
 PN0626.The geoid height was determined by GEOID03.
 PN0626
 PN0626.The dynamic height is computed by dividing the NAVD 88
 PN0626.geopotential number by the normal gravity value computed on the
 PN0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0626.degrees latitude (g = 980.6199 gals.).
 PN0626
 PN0626.The modeled gravity was interpolated from observed gravity values.
 PN0626
 PN0626;                    North         East    Units  Estimated Accuracy
 PN0626;SPC WI C     -    69,950.      753,880.      MT  (+/- 180 meters Scaled)
 PN0626
 PN0626                          SUPERSEDED SURVEY CONTROL
 PN0626
 PN0626.No superseded survey control is available for this station.
 PN0626
 PN0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ151220(NAD 83)
 PN0626_MARKER: DB = BENCH MARK DISK
 PN0626_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PN0626_SP_SET: BUILDING WALL
 PN0626_STAMPING: LSC 7 A 1 1974
 PN0626_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0626_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0626+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 PN0626
 PN0626  HISTORY     - Date     Condition        Report By
 PN0626  HISTORY     - 1974     MONUMENTED       NOS
 PN0626  HISTORY     - 19940512 GOOD             WI-009
 PN0626  HISTORY     - 20010331 GOOD             NGS
 PN0626  HISTORY     - 20030607 GOOD             USPSQD
 PN0626  HISTORY     - 20040701 GOOD             USPSQD
 PN0626  HISTORY     - 20050809 GOOD             WIDT
 PN0626
 PN0626                          STATION DESCRIPTION
 PN0626
 PN0626'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0626'IN DEPERE.
 PN0626'IN DEPERE, SOUTHWEST OF THE CLAUDE ALLOUEZ MEMORIAL BRIDGE OVER THE
 PN0626'FOX RIVER, ON PROPERTY OF THE ST. NORBERT COLLEGE, SET VERTICALLY IN
 PN0626'THE BRICK WALL ON THE NORTHEAST FACE OF THE LORRAINE MADELINE
 PN0626'DORMATORY BUILDING, 100 FT. SOUTHWEST OF THE RIVERS EDGE, 22.6 FT.
 PN0626'SOUTHEAST OF A METAL LIGHT POLE, 3.6 FT. SOUTHEAST OF THE SECOND ANGLE
 PN0626'AT NORTH CORNER OF BUILDING, AND 3-1/2 FT. ABOVE THE GROUND.
 PN0626
 PN0626                          STATION RECOVERY (1994)
 PN0626
 PN0626'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0626'RECOVERED AS DESCRIBED.  NOTE-THE LORRAINE MADELINE DORMATORY BUILDING
 PN0626'IS TWO BUILDINGS THE MARK IS ON THE MADELINE BUILDING.
 PN0626
 PN0626                          STATION RECOVERY (2001)
 PN0626
 PN0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PN0626'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PN0626
 PN0626                          STATION RECOVERY (2003)
 PN0626
 PN0626'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0626'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ON THE NORTH FACE
 PN0626'OF THE MADELINE BUILDING, 3.8 FEET EAST OF THE NORTHWEST CORNER, 3
 PN0626'FEET ABOVE THE CONCRETE FOUNDATION WALL.  THE BUILDING IS ON THE NORTH
 PN0626'SIDE OF REID STREET, EAST OF THIRD STREET, EAST OF A PARKING LOT.
 PN0626
 PN0626                          STATION RECOVERY (2004)
 PN0626
 PN0626'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWS)
 PN0626'RECOVERED IN GOOD CONDITION.
 PN0626
 PN0626                          STATION RECOVERY (2005)
 PN0626
 PN0626'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0626'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0627 ***********************************************************************
 PN0627  DESIGNATION -  7 A 2
 PN0627  PID         -  PN0627
 PN0627  STATE/COUNTY-  WI/BROWN
 PN0627  USGS QUAD   -  DE PERE (1992)
 PN0627
 PN0627                         *CURRENT SURVEY CONTROL
 PN0627  ___________________________________________________________________
 PN0627* NAD 83(1986)-  44 26 05.     (N)    088 04 30.     (W)     SCALED    
 PN0627* NAVD 88     -       186.041  (meters)     610.37   (feet)  ADJUSTED  
 PN0627  ___________________________________________________________________
 PN0627  GEOID HEIGHT-         -36.18  (meters)                     GEOID03
 PN0627  DYNAMIC HT  -         186.016 (meters)     610.29  (feet)  COMP
 PN0627  MODELED GRAV-     980,480.4   (mgal)                       NAVD 88
 PN0627
 PN0627  VERT ORDER  -  FIRST     CLASS 0
 PN0627
 PN0627.The horizontal coordinates were scaled from a topographic map and have
 PN0627.an estimated accuracy of +/- 6 seconds.
 PN0627
 PN0627.The orthometric height was determined by differential leveling
 PN0627.and adjusted by the National Geodetic Survey in June 1991..
 PN0627
 PN0627.The geoid height was determined by GEOID03.
 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     -    68,640.      753,250.      MT  (+/- 180 meters Scaled)
 PN0627
 PN0627                          SUPERSEDED SURVEY CONTROL
 PN0627
 PN0627.No superseded survey control is available for this station.
 PN0627
 PN0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ144207(NAD 83)
 PN0627_MARKER: I = METAL ROD
 PN0627_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PN0627_SP_SET: COPPER-CLAD STEEL ROD
 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 = OCTOBER  7, 2006
 AB8413 ***********************************************************************
 AB8413  DESIGNATION -  7 ADP
 AB8413  PID         -  AB8413
 AB8413  STATE/COUNTY-  WI/BURNETT
 AB8413  USGS QUAD   -  TRADE RIVER (1983)
 AB8413
 AB8413                         *CURRENT SURVEY CONTROL
 AB8413  ___________________________________________________________________
 AB8413* NAD 83(1997)-  45 39 31.87953(N)    092 37 54.46329(W)     ADJUSTED  
 AB8413* NAVD 88     -       299.5    (meters)     983.     (feet)  GPS OBS   
 AB8413  ___________________________________________________________________
 AB8413  X           -    -205,053.426 (meters)                     COMP
 AB8413  Y           -  -4,460,997.278 (meters)                     COMP
 AB8413  Z           -   4,539,021.591 (meters)                     COMP
 AB8413  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AB8413  ELLIP HEIGHT-         272.41  (meters)          (01/30/03) GPS OBS
 AB8413  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AB8413
 AB8413  HORZ ORDER  -  FIRST
 AB8413  ELLP ORDER  -  FOURTH    CLASS I
 AB8413
 AB8413.The horizontal coordinates were established by GPS observations
 AB8413.and adjusted by the National Geodetic Survey in January 2003..
 AB8413
 AB8413.The orthometric height was determined by GPS observations and a
 AB8413.high-resolution geoid model.
 AB8413
 AB8413.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8413
 AB8413.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8413
 AB8413.The ellipsoidal height was determined by GPS observations
 AB8413.and is referenced to NAD 83.
 AB8413
 AB8413.The geoid height was determined by GEOID03.
 AB8413
 AB8413;                    North         East     Units Scale Factor Converg.
 AB8413;SPC WI N     -    58,101.587   394,923.897   MT  0.99998454   -1 53 54.6
 AB8413;SPC WI N     -   190,621.62  1,295,679.49   sFT  0.99998454   -1 53 54.6
 AB8413;UTM  15      - 5,056,211.048   528,685.642   MT  0.99961012   +0 15 48.0
 AB8413
 AB8413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8413!SPC WI N     -   0.99995729  x   0.99998454  =   0.99994184
 AB8413!UTM  15      -   0.99995729  x   0.99961012  =   0.99956743
 AB8413
 AB8413                          SUPERSEDED SURVEY CONTROL
 AB8413
 AB8413  NAD 83(1991)-  45 39 31.87896(N)    092 37 54.46134(W) AD(       ) 1
 AB8413  ELLIP H (12/09/96)  272.44   (m)                       GP(       ) 4 1
 AB8413
 AB8413.Superseded values are not recommended for survey control.
 AB8413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8413.See file dsdata.txt to determine how the superseded data were derived.
 AB8413
 AB8413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2868656211(NAD 83)
 AB8413_MARKER: DB = BENCH MARK DISK
 AB8413_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB8413_STAMPING: 7 ADP 1954
 AB8413_MARK LOGO: USGS  
 AB8413_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AB8413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8413+STABILITY: SURFACE MOTION
 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
 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 = OCTOBER  7, 2006
 PN0624 ***********************************************************************
 PN0624  DESIGNATION -  7 CED
 PN0624  PID         -  PN0624
 PN0624  STATE/COUNTY-  WI/BROWN
 PN0624  USGS QUAD   -  DE PERE (1992)
 PN0624
 PN0624                         *CURRENT SURVEY CONTROL
 PN0624  ___________________________________________________________________
 PN0624* NAD 83(1986)-  44 26 59.     (N)    088 03 48.     (W)     SCALED    
 PN0624* NAVD 88     -       180.668  (meters)     592.74   (feet)  ADJUSTED  
 PN0624  ___________________________________________________________________
 PN0624  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PN0624  DYNAMIC HT  -         180.645 (meters)     592.67  (feet)  COMP
 PN0624  MODELED GRAV-     980,482.6   (mgal)                       NAVD 88
 PN0624
 PN0624  VERT ORDER  -  FIRST     CLASS 0
 PN0624
 PN0624.The horizontal coordinates were scaled from a topographic map and have
 PN0624.an estimated accuracy of +/- 6 seconds.
 PN0624
 PN0624.The orthometric height was determined by differential leveling
 PN0624.and adjusted by the National Geodetic Survey in June 1991..
 PN0624
 PN0624.The geoid height was determined by GEOID03.
 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     -    70,330.      754,140.      MT  (+/- 180 meters Scaled)
 PN0624
 PN0624                          SUPERSEDED SURVEY CONTROL
 PN0624
 PN0624.No superseded survey control is available for this station.
 PN0624
 PN0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ153223(NAD 83)
 PN0624_MARKER: DD = SURVEY DISK
 PN0624_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PN0624_SP_SET: STRUCTURE
 PN0624_STAMPING: NO 7 CED PL
 PN0624_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0624_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0624+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 PN0624
 PN0624  HISTORY     - Date     Condition        Report By
 PN0624  HISTORY     - UNK      MONUMENTED       USE
 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
 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--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0356 ***********************************************************************
 ON0356  DESIGNATION -  71 GHC
 ON0356  PID         -  ON0356
 ON0356  STATE/COUNTY-  WI/CRAWFORD
 ON0356  USGS QUAD   -  PRAIRIE DU CHIEN (1983)
 ON0356
 ON0356                         *CURRENT SURVEY CONTROL
 ON0356  ___________________________________________________________________
 ON0356* NAD 83(1986)-  43 06 41.     (N)    091 08 28.     (W)     SCALED    
 ON0356* NAVD 88     -       192.632  (meters)     631.99   (feet)  ADJUSTED  
 ON0356  ___________________________________________________________________
 ON0356  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 ON0356  DYNAMIC HT  -         192.584 (meters)     631.84  (feet)  COMP
 ON0356  MODELED GRAV-     980,367.2   (mgal)                       NAVD 88
 ON0356
 ON0356  VERT ORDER  -  FIRST     CLASS I
 ON0356
 ON0356.The horizontal coordinates were scaled from a topographic map and have
 ON0356.an estimated accuracy of +/- 6 seconds.
 ON0356
 ON0356.The orthometric height was determined by differential leveling
 ON0356.and adjusted by the National Geodetic Survey in June 1991..
 ON0356
 ON0356.The geoid height was determined by GEOID03.
 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     -   124,100.      507,130.      MT  (+/- 180 meters Scaled)
 ON0356
 ON0356                          SUPERSEDED SURVEY CONTROL
 ON0356
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0356.See file dsdata.txt to determine how the superseded data were derived.
 ON0356
 ON0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH512748(NAD 83)
 ON0356_MARKER: DD = SURVEY DISK
 ON0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0356_STAMPING: 71 GHC 1965 632
 ON0356_MARK LOGO: USGS  
 ON0356_PROJECTION: FLUSH
 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 - April 11, 2003
 ON0356
 ON0356  HISTORY     - Date     Condition        Report By
 ON0356  HISTORY     - 1965     MONUMENTED       USGS
 ON0356  HISTORY     - 1970     GOOD             NGS
 ON0356  HISTORY     - 20030411 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0364 ***********************************************************************
 ON0364  DESIGNATION -  72 GHC
 ON0364  PID         -  ON0364
 ON0364  STATE/COUNTY-  WI/CRAWFORD
 ON0364  USGS QUAD   -  HARPERS FERRY (1983)
 ON0364
 ON0364                         *CURRENT SURVEY CONTROL
 ON0364  ___________________________________________________________________
 ON0364* NAD 83(1986)-  43 10 13.     (N)    091 08 01.     (W)     SCALED    
 ON0364* NAVD 88     -       193.996  (meters)     636.47   (feet)  ADJUSTED  
 ON0364  ___________________________________________________________________
 ON0364  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 ON0364  DYNAMIC HT  -         193.951 (meters)     636.32  (feet)  COMP
 ON0364  MODELED GRAV-     980,385.2   (mgal)                       NAVD 88
 ON0364
 ON0364  VERT ORDER  -  FIRST     CLASS I
 ON0364
 ON0364.The horizontal coordinates were scaled from a topographic map and have
 ON0364.an estimated accuracy of +/- 6 seconds.
 ON0364
 ON0364.The orthometric height was determined by differential leveling
 ON0364.and adjusted by the National Geodetic Survey in June 1991..
 ON0364
 ON0364.The geoid height was determined by GEOID03.
 ON0364
 ON0364.The dynamic height is computed by dividing the NAVD 88
 ON0364.geopotential number by the normal gravity value computed on the
 ON0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0364.degrees latitude (g = 980.6199 gals.).
 ON0364
 ON0364.The modeled gravity was interpolated from observed gravity values.
 ON0364
 ON0364;                    North         East    Units  Estimated Accuracy
 ON0364;SPC WI S     -   130,630.      507,830.      MT  (+/- 180 meters Scaled)
 ON0364
 ON0364                          SUPERSEDED SURVEY CONTROL
 ON0364
 ON0364  NGVD 29 (??/??/92)  194.047  (m)          636.64   (f) ADJ UNCH    1 1
 ON0364
 ON0364.Superseded values are not recommended for survey control.
 ON0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0364.See file dsdata.txt to determine how the superseded data were derived.
 ON0364
 ON0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH517814(NAD 83)
 ON0364_MARKER: DD = SURVEY DISK
 ON0364_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ON0364_SP_SET: CONCRETE FOUNDATION
 ON0364_STAMPING: 72GHC 1965 637
 ON0364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0364
 ON0364  HISTORY     - Date     Condition        Report By
 ON0364  HISTORY     - 1965     MONUMENTED       USGS
 ON0364  HISTORY     - 1970     GOOD             NGS
 ON0364
 ON0364                          STATION DESCRIPTION
 ON0364
 ON0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0364'3.5 MI SW FROM LOCK AND DAM NUMBER 9.
 ON0364'ABOUT 3.5 MILES SOUTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD
 ON0364'FROM LOCK AND DAM NUMBER 9, 77 FEET EAST OF THE EAST RAIL
 ON0364'OF THE EAST TRACK, SET IN THE TOP OF THE NORTH END OF THE WEST
 ON0364'CONCRETE FOUNDATION FOR THE METAL GUARDRAIL ON STATE HIGHWAY
 ON0364'35 BRIDGE OVER DU CHARME CREEK, 15 FEET WEST OF THE CENTER
 ON0364'LINE OF THE HIGHWAY, 60 FEET SOUTH OF THE EXTENDED CENTER LINE
 ON0364'OF COUNTY ROAD D WHICH LEADS EAST, ABOUT 7 FEET ABOVE THE LEVEL
 ON0364'OF THE TRACK, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 ON0364'SECTION 18, T 8N, R 6W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0108 ***********************************************************************
 ON0108  DESIGNATION -  728
 ON0108  PID         -  ON0108
 ON0108  STATE/COUNTY-  WI/SAUK
 ON0108  USGS QUAD   -  SPRING GREEN (1983)
 ON0108
 ON0108                         *CURRENT SURVEY CONTROL
 ON0108  ___________________________________________________________________
 ON0108* NAD 83(1986)-  43 10 33.     (N)    090 03 49.     (W)     SCALED    
 ON0108* NAVD 88     -       221.827  (meters)     727.78   (feet)  ADJUSTED  
 ON0108  ___________________________________________________________________
 ON0108  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 ON0108  DYNAMIC HT  -         221.772 (meters)     727.60  (feet)  COMP
 ON0108  MODELED GRAV-     980,364.5   (mgal)                       NAVD 88
 ON0108
 ON0108  VERT ORDER  -  SECOND    CLASS 0
 ON0108
 ON0108.The horizontal coordinates were scaled from a topographic map and have
 ON0108.an estimated accuracy of +/- 6 seconds.
 ON0108
 ON0108.The orthometric height was determined by differential leveling
 ON0108.and adjusted by the National Geodetic Survey in June 1991..
 ON0108
 ON0108.The geoid height was determined by GEOID03.
 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     -   130,630.      594,830.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0108.See file dsdata.txt to determine how the superseded data were derived.
 ON0108
 ON0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH386845(NAD 83)
 ON0108_MARKER: P = PIPE CAP
 ON0108_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ON0108_SP_SET: 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     - 1903     MONUMENTED       USGS
 ON0108  HISTORY     - 1934     GOOD             NGS
 ON0108  HISTORY     - 1984     POOR             NGS
 ON0108
 ON0108                          STATION DESCRIPTION
 ON0108
 ON0108'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 PN0853 ***********************************************************************
 PN0853  DESIGNATION -  73173
 PN0853  PID         -  PN0853
 PN0853  STATE/COUNTY-  WI/WOOD
 PN0853  USGS QUAD   -  NEKOOSA (1984)
 PN0853
 PN0853                         *CURRENT SURVEY CONTROL
 PN0853  ___________________________________________________________________
 PN0853* NAD 83(1986)-  44 18 56.     (N)    089 53 22.     (W)     SCALED    
 PN0853* NAVD 88     -       291.542  (meters)     956.50   (feet)  ADJUSTED  
 PN0853  ___________________________________________________________________
 PN0853  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 PN0853  DYNAMIC HT  -         291.491 (meters)     956.33  (feet)  COMP
 PN0853  MODELED GRAV-     980,438.0   (mgal)                       NAVD 88
 PN0853
 PN0853  VERT ORDER  -  FIRST     CLASS II
 PN0853
 PN0853.The horizontal coordinates were scaled from a topographic map and have
 PN0853.an estimated accuracy of +/- 6 seconds.
 PN0853
 PN0853.The orthometric height was determined by differential leveling
 PN0853.and adjusted by the National Geodetic Survey in June 1991..
 PN0853
 PN0853.The geoid height was determined by GEOID03.
 PN0853
 PN0853.The dynamic height is computed by dividing the NAVD 88
 PN0853.geopotential number by the normal gravity value computed on the
 PN0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0853.degrees latitude (g = 980.6199 gals.).
 PN0853
 PN0853.The modeled gravity was interpolated from observed gravity values.
 PN0853
 PN0853;                    North         East    Units  Estimated Accuracy
 PN0853;SPC WI C     -    53,590.      608,820.      MT  (+/- 180 meters Scaled)
 PN0853
 PN0853                          SUPERSEDED SURVEY CONTROL
 PN0853
 PN0853.No superseded survey control is available for this station.
 PN0853
 PN0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ695109(NAD 83)
 PN0853_MARKER: DB = BENCH MARK DISK
 PN0853_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PN0853_SP_SET: BRIDGE ABUTMENT
 PN0853_STAMPING: 73173
 PN0853_MARK LOGO: WIDT  
 PN0853_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PN0853+STABILITY: POSITION/ELEVATION WELL
 PN0853
 PN0853  HISTORY     - Date     Condition        Report By
 PN0853  HISTORY     - UNK      MONUMENTED       WIDT
 PN0853  HISTORY     - 1985     GOOD             NGS
 PN0853  HISTORY     - 20021207 MARK NOT FOUND   USPSQD
 PN0853  HISTORY     - 20030618 MARK NOT FOUND   WIDT
 PN0853
 PN0853                          STATION DESCRIPTION
 PN0853
 PN0853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0853'IN NEKOOSA.
 PN0853'IN NEKOOSA, AT THE INTERSECTION OF STATE HIGHWAY 173 AND THE WISCONSIN
 PN0853'RIVER, IN TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT
 PN0853'OF THE HIGHWAY BRIDGE SPANNING THE RIVER, 6.5 M (21.3 FT) SOUTHWEST OF
 PN0853'THE CENTERLINE OF THE HIGHWAY, AND 0.1 M (0.3 FT) NORTHEAST OF THE
 PN0853'SOUTHWEST END OF THE ABUTMENT.
 PN0853'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 PN0853
 PN0853                          STATION RECOVERY (2002)
 PN0853
 PN0853'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0853'NOT FOUND.  THE BRIDGE WAS REBUILT IN 2001.
 PN0853
 PN0853                          STATION RECOVERY (2003)
 PN0853
 PN0853'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 PN0853'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0085 ***********************************************************************
 ON0085  DESIGNATION -  737
 ON0085  PID         -  ON0085
 ON0085  STATE/COUNTY-  WI/RICHLAND
 ON0085  USGS QUAD   -  RICHLAND CENTER (1983)
 ON0085
 ON0085                         *CURRENT SURVEY CONTROL
 ON0085  ___________________________________________________________________
 ON0085* NAD 83(1986)-  43 20 02.     (N)    090 23 06.     (W)     SCALED    
 ON0085* NAVD 88     -       224.739  (meters)     737.33   (feet)  ADJUSTED  
 ON0085  ___________________________________________________________________
 ON0085  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 ON0085  DYNAMIC HT  -         224.680 (meters)     737.14  (feet)  COMP
 ON0085  MODELED GRAV-     980,354.3   (mgal)                       NAVD 88
 ON0085
 ON0085  VERT ORDER  -  SECOND    CLASS 0
 ON0085
 ON0085.The horizontal coordinates were scaled from a topographic map and have
 ON0085.an estimated accuracy of +/- 6 seconds.
 ON0085
 ON0085.The orthometric height was determined by differential leveling
 ON0085.and adjusted by the National Geodetic Survey in June 1991..
 ON0085
 ON0085.The geoid height was determined by GEOID03.
 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     -   148,250.      568,780.      MT  (+/- 180 meters Scaled)
 ON0085
 ON0085                          SUPERSEDED SURVEY CONTROL
 ON0085
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0085.See file dsdata.txt to determine how the superseded data were derived.
 ON0085
 ON0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ119012(NAD 83)
 ON0085_MARKER: DB = BENCH MARK DISK
 ON0085_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 ON0085_SP_SET: WINDOW SILL
 ON0085_STAMPING: 737 D B Q
 ON0085_MARK LOGO: USGS  
 ON0085_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ON0085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0085_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0085+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2004
 ON0085
 ON0085  HISTORY     - Date     Condition        Report By
 ON0085  HISTORY     - 1947     MONUMENTED       USGS
 ON0085  HISTORY     - 1947     GOOD             NGS
 ON0085  HISTORY     - 20040228 GOOD             WIDT
 ON0085
 ON0085                          STATION DESCRIPTION
 ON0085
 ON0085'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AH5301 ***********************************************************************
 AH5301  PACS        -  This is a Primary Airport Control Station.
 AH5301  DESIGNATION -  73C A
 AH5301  PID         -  AH5301
 AH5301  STATE/COUNTY-  WI/GRANT
 AH5301  USGS QUAD   -  LANCASTER (1962)
 AH5301
 AH5301                         *CURRENT SURVEY CONTROL
 AH5301  ___________________________________________________________________
 AH5301* NAD 83(1997)-  42 47 03.90306(N)    090 40 54.00939(W)     ADJUSTED  
 AH5301* NAVD 88     -       309.14   (meters)    1014.2    (feet)  GPS OBS   
 AH5301  ___________________________________________________________________
 AH5301  X           -     -55,779.003 (meters)                     COMP
 AH5301  Y           -  -4,688,124.817 (meters)                     COMP
 AH5301  Z           -   4,310,143.618 (meters)                     COMP
 AH5301  LAPLACE CORR-          -4.47  (seconds)                    DEFLEC99
 AH5301  ELLIP HEIGHT-         276.60  (meters)          (04/28/99) GPS OBS
 AH5301  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 AH5301
 AH5301  HORZ ORDER  -  A
 AH5301  ELLP ORDER  -  THIRD     CLASS I
 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 April 1999..
 AH5301
 AH5301.The orthometric height was determined by GPS observations and a
 AH5301.high-resolution geoid model.
 AH5301
 AH5301.GPS derived orthometric heights for airport stations designated as
 AH5301.PACS or SACS are published to 2 decimal places.  This maintains
 AH5301.centimeter relative accuracy between the PACS and SACS.  It does
 AH5301.not indicate centimeter accuracy relative to other marks which are
 AH5301.part of the NAVD 88 network.
 AH5301
 AH5301.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH5301
 AH5301.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5301
 AH5301.The ellipsoidal height was determined by GPS observations
 AH5301.and is referenced to NAD 83.
 AH5301
 AH5301.The geoid height was determined by GEOID03.
 AH5301
 AH5301;                    North         East     Units Scale Factor Converg.
 AH5301;SPC WI S     -    87,369.970   544,223.270   MT  0.99999009   -0 28 06.2
 AH5301;SPC WI S     -   286,646.31  1,785,505.84   sFT  0.99999009   -0 28 06.2
 AH5301;UTM  15      - 4,739,481.757   689,626.690   MT  1.00004240   +1 34 30.6
 AH5301
 AH5301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5301!SPC WI S     -   0.99995662  x   0.99999009  =   0.99994671
 AH5301!UTM  15      -   0.99995662  x   1.00004240  =   0.99999902
 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.No superseded survey control is available for this station.
 AH5301
 AH5301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8962739482(NAD 83)
 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: FLUSH
 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 - December 27, 2005
 AH5301
 AH5301  HISTORY     - Date     Condition        Report By
 AH5301  HISTORY     - 1997     MONUMENTED       WIHD
 AH5301  HISTORY     - 19990613 GOOD             WOOLPT
 AH5301  HISTORY     - 2004     GOOD             WIDT
 AH5301  HISTORY     - 20051227 GOOD             WIDT
 AH5301
 AH5301                          STATION DESCRIPTION
 AH5301
 AH5301'DESCRIBED BY WI HIGHWAY DEPT 1997 (CSM)
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI3154 ***********************************************************************
 AI3154  SACS        -  This is a Secondary Airport Control Station.
 AI3154  DESIGNATION -  73C B
 AI3154  PID         -  AI3154
 AI3154  STATE/COUNTY-  WI/GRANT
 AI3154  USGS QUAD   -  LANCASTER (1962)
 AI3154
 AI3154                         *CURRENT SURVEY CONTROL
 AI3154  ___________________________________________________________________
 AI3154* NAD 83(1997)-  42 46 37.61732(N)    090 40 38.79503(W)     ADJUSTED  
 AI3154* NAVD 88     -       311.27   (meters)    1021.2    (feet)  GPS OBS   
 AI3154  ___________________________________________________________________
 AI3154  X           -     -55,439.733 (meters)                     COMP
 AI3154  Y           -  -4,688,681.370 (meters)                     COMP
 AI3154  Z           -   4,309,549.702 (meters)                     COMP
 AI3154  LAPLACE CORR-          -4.40  (seconds)                    DEFLEC99
 AI3154  ELLIP HEIGHT-         278.72  (meters)          (11/17/99) GPS OBS
 AI3154  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 AI3154
 AI3154  HORZ ORDER  -  FIRST
 AI3154  ELLP ORDER  -  FOURTH    CLASS I
 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 November 1999..
 AI3154
 AI3154.The orthometric height was determined by GPS observations and a
 AI3154.high-resolution geoid model.
 AI3154
 AI3154.GPS derived orthometric heights for airport stations designated as
 AI3154.PACS or SACS are published to 2 decimal places.  This maintains
 AI3154.centimeter relative accuracy between the PACS and SACS.  It does
 AI3154.not indicate centimeter accuracy relative to other marks which are
 AI3154.part of the NAVD 88 network.
 AI3154
 AI3154.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3154
 AI3154.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3154
 AI3154.The ellipsoidal height was determined by GPS observations
 AI3154.and is referenced to NAD 83.
 AI3154
 AI3154.The geoid height was determined by GEOID03.
 AI3154
 AI3154;                    North         East     Units Scale Factor Converg.
 AI3154;SPC WI S     -    86,556.063   544,562.478   MT  0.99999146   -0 27 55.7
 AI3154;SPC WI S     -   283,976.02  1,786,618.73   sFT  0.99999146   -0 27 55.7
 AI3154;UTM  15      - 4,738,680.421   689,994.722   MT  1.00004412   +1 34 40.2
 AI3154
 AI3154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3154!SPC WI S     -   0.99995629  x   0.99999146  =   0.99994775
 AI3154!UTM  15      -   0.99995629  x   1.00004412  =   1.00000041
 AI3154
 AI3154                          SUPERSEDED SURVEY CONTROL
 AI3154
 AI3154.No superseded survey control is available for this station.
 AI3154
 AI3154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8999538680(NAD 83)
 AI3154_MARKER: DD = SURVEY DISK
 AI3154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3154_STAMPING: 73C B 1998
 AI3154_MARK LOGO: WIDT  
 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 - 1998
 AI3154
 AI3154  HISTORY     - Date     Condition        Report By
 AI3154  HISTORY     - 1998     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI3155 ***********************************************************************
 AI3155  SACS        -  This is a Secondary Airport Control Station.
 AI3155  DESIGNATION -  73C C
 AI3155  PID         -  AI3155
 AI3155  STATE/COUNTY-  WI/GRANT
 AI3155  USGS QUAD   -  LANCASTER (1962)
 AI3155
 AI3155                         *CURRENT SURVEY CONTROL
 AI3155  ___________________________________________________________________
 AI3155* NAD 83(1997)-  42 47 14.73889(N)    090 40 54.41917(W)     ADJUSTED  
 AI3155* NAVD 88     -       309.24   (meters)    1014.6    (feet)  GPS OBS   
 AI3155  ___________________________________________________________________
 AI3155  X           -     -55,785.615 (meters)                     COMP
 AI3155  Y           -  -4,687,897.660 (meters)                     COMP
 AI3155  Z           -   4,310,389.091 (meters)                     COMP
 AI3155  LAPLACE CORR-          -4.53  (seconds)                    DEFLEC99
 AI3155  ELLIP HEIGHT-         276.70  (meters)          (11/17/99) GPS OBS
 AI3155  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 AI3155
 AI3155  HORZ ORDER  -  FIRST
 AI3155  ELLP ORDER  -  FOURTH    CLASS I
 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 November 1999..
 AI3155
 AI3155.The orthometric height was determined by GPS observations and a
 AI3155.high-resolution geoid model.
 AI3155
 AI3155.GPS derived orthometric heights for airport stations designated as
 AI3155.PACS or SACS are published to 2 decimal places.  This maintains
 AI3155.centimeter relative accuracy between the PACS and SACS.  It does
 AI3155.not indicate centimeter accuracy relative to other marks which are
 AI3155.part of the NAVD 88 network.
 AI3155
 AI3155.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3155
 AI3155.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3155
 AI3155.The ellipsoidal height was determined by GPS observations
 AI3155.and is referenced to NAD 83.
 AI3155
 AI3155.The geoid height was determined by GEOID03.
 AI3155
 AI3155;                    North         East     Units Scale Factor Converg.
 AI3155;SPC WI S     -    87,704.403   544,216.691   MT  0.99998953   -0 28 06.4
 AI3155;SPC WI S     -   287,743.53  1,785,484.26   sFT  0.99998953   -0 28 06.4
 AI3155;UTM  15      - 4,739,815.760   689,608.188   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|---------------------------------------------------------------------|
 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.No superseded survey control is available for this station.
 AI3155
 AI3155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8960839816(NAD 83)
 AI3155_MARKER: DD = SURVEY DISK
 AI3155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3155_STAMPING: 73C C 1998
 AI3155_MARK LOGO: WIDT  
 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 - 1998
 AI3155
 AI3155  HISTORY     - Date     Condition        Report By
 AI3155  HISTORY     - 1998     MONUMENTED       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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0296 ***********************************************************************
 PO0296  DESIGNATION -  740
 PO0296  PID         -  PO0296
 PO0296  STATE/COUNTY-  WI/DUNN
 PO0296  USGS QUAD   -  MERIDEAN (1972)
 PO0296
 PO0296                         *CURRENT SURVEY CONTROL
 PO0296  ___________________________________________________________________
 PO0296* NAD 83(1986)-  44 44 16.     (N)    091 47 43.     (W)     SCALED    
 PO0296* NAVD 88     -       225.249  (meters)     739.00   (feet)  ADJUSTED  
 PO0296  ___________________________________________________________________
 PO0296  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 PO0296  DYNAMIC HT  -         225.226 (meters)     738.93  (feet)  COMP
 PO0296  MODELED GRAV-     980,510.4   (mgal)                       NAVD 88
 PO0296
 PO0296  VERT ORDER  -  SECOND    CLASS 0
 PO0296
 PO0296.The horizontal coordinates were scaled from a topographic map and have
 PO0296.an estimated accuracy of +/- 6 seconds.
 PO0296
 PO0296.The orthometric height was determined by differential leveling
 PO0296.and adjusted by the National Geodetic Survey in June 1991..
 PO0296
 PO0296.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0296.See file dsdata.txt to determine how the superseded data were derived.
 PO0296
 PO0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK953545(NAD 83)
 PO0296_MARKER: DD = SURVEY DISK
 PO0296_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PO0296_SP_SET: FOUNDATION
 PO0296_STAMPING: 740 EC
 PO0296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PO0296
 PO0296  HISTORY     - Date     Condition        Report By
 PO0296  HISTORY     - UNK      MONUMENTED       USGS
 PO0296  HISTORY     - 1934     GOOD             NGS
 PO0296  HISTORY     - 20031202 MARK NOT FOUND   WIDT
 PO0296
 PO0296                          STATION DESCRIPTION
 PO0296
 PO0296'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 RN0290 ***********************************************************************
 RN0290  DESIGNATION -  744
 RN0290  PID         -  RN0290
 RN0290  STATE/COUNTY-  WI/DOUGLAS
 RN0290  USGS QUAD   -  WEST DULUTH (1993)
 RN0290
 RN0290                         *CURRENT SURVEY CONTROL
 RN0290  ___________________________________________________________________
 RN0290* NAD 83(1986)-  46 38 01.     (N)    092 11 32.     (W)     SCALED    
 RN0290* NAVD 88     -       226.468  (meters)     743.00   (feet)  ADJUSTED  
 RN0290  ___________________________________________________________________
 RN0290  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 RN0290  DYNAMIC HT  -         226.490 (meters)     743.08  (feet)  COMP
 RN0290  MODELED GRAV-     980,705.1   (mgal)                       NAVD 88
 RN0290
 RN0290  VERT ORDER  -  SECOND    CLASS 0
 RN0290
 RN0290.The horizontal coordinates were scaled from a topographic map and have
 RN0290.an estimated accuracy of +/- 6 seconds.
 RN0290
 RN0290.The orthometric height was determined by differential leveling
 RN0290.and adjusted by the National Geodetic Survey in June 1991..
 RN0290
 RN0290.The geoid height was determined by GEOID03.
 RN0290
 RN0290.The dynamic height is computed by dividing the NAVD 88
 RN0290.geopotential number by the normal gravity value computed on the
 RN0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0290.degrees latitude (g = 980.6199 gals.).
 RN0290
 RN0290.The modeled gravity was interpolated from observed gravity values.
 RN0290
 RN0290;                    North         East    Units  Estimated Accuracy
 RN0290;SPC WI N     -   165,360.      432,160.      MT  (+/- 180 meters Scaled)
 RN0290
 RN0290                          SUPERSEDED SURVEY CONTROL
 RN0290
 RN0290  NGVD 29 (??/??/92)  226.434  (m)          742.89   (f) ADJ UNCH    2 0
 RN0290
 RN0290.Superseded values are not recommended for survey control.
 RN0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0290.See file dsdata.txt to determine how the superseded data were derived.
 RN0290
 RN0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM618647(NAD 83)
 RN0290_MARKER: P = PIPE CAP
 RN0290_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RN0290_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RN0290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0290
 RN0290  HISTORY     - Date     Condition        Report By
 RN0290  HISTORY     - UNK      MONUMENTED       USGS
 RN0290  HISTORY     - 1935     GOOD             NGS
 RN0290  HISTORY     - 20041215 MARK NOT FOUND   WIDT
 RN0290
 RN0290                          STATION DESCRIPTION
 RN0290
 RN0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RN0290'2 MI S FROM OLIVER.
 RN0290'ALONG THE MILITARY ROAD, 2 MILES S. OF OLIVER.  MARK IS AT R.R.
 RN0290'CROSSING, 8 YDS. E. OF CENTER OF ROAD, AND 24 YDS. N. OF R.R.
 RN0290'CROSSING.
 RN0290
 RN0290                          STATION RECOVERY (2004)
 RN0290
 RN0290'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 RN0290'THE STATION IS NOT FOUND, VAGUE TIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0145 ***********************************************************************
 PN0145  DESIGNATION -  749
 PN0145  PID         -  PN0145
 PN0145  STATE/COUNTY-  WI/WINNEBAGO
 PN0145  USGS QUAD   -  NEENAH (1992)
 PN0145
 PN0145                         *CURRENT SURVEY CONTROL
 PN0145  ___________________________________________________________________
 PN0145* NAD 83(1986)-  44 10 06.     (N)    088 28 30.     (W)     SCALED    
 PN0145* NAVD 88     -       228.216  (meters)     748.74   (feet)  ADJUSTED  
 PN0145  ___________________________________________________________________
 PN0145  GEOID HEIGHT-         -36.30  (meters)                     GEOID03
 PN0145  DYNAMIC HT  -         228.175 (meters)     748.60  (feet)  COMP
 PN0145  MODELED GRAV-     980,435.0   (mgal)                       NAVD 88
 PN0145
 PN0145  VERT ORDER  -  FIRST     CLASS II
 PN0145
 PN0145.The horizontal coordinates were scaled from a topographic map and have
 PN0145.an estimated accuracy of +/- 6 seconds.
 PN0145
 PN0145.The orthometric height was determined by differential leveling
 PN0145.and adjusted by the National Geodetic Survey in June 1991..
 PN0145
 PN0145.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0145.See file dsdata.txt to determine how the superseded data were derived.
 PN0145
 PN0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP820916(NAD 83)
 PN0145_MARKER: DD = SURVEY DISK
 PN0145_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PN0145_SP_SET: BRIDGE
 PN0145_STAMPING: 749 1908
 PN0145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0145
 PN0145  HISTORY     - Date     Condition        Report By
 PN0145  HISTORY     - 1908     MONUMENTED       USGS
 PN0145  HISTORY     - 1934     GOOD             NGS
 PN0145  HISTORY     - 1979     MARK NOT FOUND   LOCENG
 PN0145
 PN0145                          STATION DESCRIPTION
 PN0145
 PN0145'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 RM0184 ***********************************************************************
 RM0184  DESIGNATION -  749
 RM0184  PID         -  RM0184
 RM0184  STATE/COUNTY-  WI/ASHLAND
 RM0184  USGS QUAD   -  MARENGO (1984)
 RM0184
 RM0184                         *CURRENT SURVEY CONTROL
 RM0184  ___________________________________________________________________
 RM0184* NAD 83(1986)-  46 29 37.     (N)    090 50 06.     (W)     SCALED    
 RM0184* NAVD 88     -       227.980  (meters)     747.96   (feet)  ADJUSTED  
 RM0184  ___________________________________________________________________
 RM0184  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 RM0184  DYNAMIC HT  -         227.987 (meters)     747.99  (feet)  COMP
 RM0184  MODELED GRAV-     980,636.8   (mgal)                       NAVD 88
 RM0184
 RM0184  VERT ORDER  -  SECOND    CLASS 0
 RM0184
 RM0184.The horizontal coordinates were scaled from a topographic map and have
 RM0184.an estimated accuracy of +/- 6 seconds.
 RM0184
 RM0184.The orthometric height was determined by differential leveling
 RM0184.and adjusted by the National Geodetic Survey in June 1991..
 RM0184
 RM0184.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0184.See file dsdata.txt to determine how the superseded data were derived.
 RM0184
 RM0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM661511(NAD 83)
 RM0184_MARKER: P = PIPE CAP
 RM0184_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RM0184_SP_SET: METAL PIPE DRIVEN INTO GROUND
 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             NGS
 RM0184  HISTORY     - 20041207 MARK NOT FOUND   WIDT
 RM0184
 RM0184                          STATION DESCRIPTION
 RM0184
 RM0184'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0843 ***********************************************************************
 PN0843  DESIGNATION -  75 16
 PN0843  PID         -  PN0843
 PN0843  STATE/COUNTY-  WI/BROWN
 PN0843  USGS QUAD   -  GREEN BAY WEST (1992)
 PN0843
 PN0843                         *CURRENT SURVEY CONTROL
 PN0843  ___________________________________________________________________
 PN0843* NAD 83(1986)-  44 30 56.     (N)    088 01 09.     (W)     SCALED    
 PN0843* NAVD 88     -       180.087  (meters)     590.84   (feet)  ADJUSTED  
 PN0843  ___________________________________________________________________
 PN0843  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 PN0843  DYNAMIC HT  -         180.064 (meters)     590.76  (feet)  COMP
 PN0843  MODELED GRAV-     980,488.9   (mgal)                       NAVD 88
 PN0843
 PN0843  VERT ORDER  -  FIRST     CLASS II
 PN0843
 PN0843.The horizontal coordinates were scaled from a topographic map and have
 PN0843.an estimated accuracy of +/- 6 seconds.
 PN0843
 PN0843.The orthometric height was determined by differential leveling
 PN0843.and adjusted by the National Geodetic Survey in June 1991..
 PN0843
 PN0843.The geoid height was determined by GEOID03.
 PN0843
 PN0843.The dynamic height is computed by dividing the NAVD 88
 PN0843.geopotential number by the normal gravity value computed on the
 PN0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0843.degrees latitude (g = 980.6199 gals.).
 PN0843
 PN0843.The modeled gravity was interpolated from observed gravity values.
 PN0843
 PN0843;                    North         East    Units  Estimated Accuracy
 PN0843;SPC WI C     -    77,730.      757,470.      MT  (+/- 180 meters Scaled)
 PN0843
 PN0843                          SUPERSEDED SURVEY CONTROL
 PN0843
 PN0843.No superseded survey control is available for this station.
 PN0843
 PN0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ190296(NAD 83)
 PN0843_MARKER: DB = BENCH MARK DISK
 PN0843_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PN0843_SP_SET: SIDEWALK
 PN0843_STAMPING: 75-16 75
 PN0843_MARK LOGO: USE   
 PN0843_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PN0843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0843+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 PN0843
 PN0843  HISTORY     - Date     Condition        Report By
 PN0843  HISTORY     - 1975     MONUMENTED       USE
 PN0843  HISTORY     - 1985     GOOD             NGS
 PN0843  HISTORY     - 20021116 MARK NOT FOUND   USPSQD
 PN0843  HISTORY     - 20040624 GOOD             USPSQD
 PN0843  HISTORY     - 20050624 POOR             USPSQD
 PN0843
 PN0843                          STATION DESCRIPTION
 PN0843
 PN0843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0843'IN GREEN BAY.
 PN0843'IN GREEN BAY, IN THE NORTH END OF THE CONCRETE SIDEWALK OVER THE NORTH
 PN0843'END OF THE WEST ABUTMENT OF THE WALNUT STREET BRIDGE, 4.3 M (14.1 FT)
 PN0843'NORTHEAST OF THE NORTHEAST CURB OF THE STREET, 1.0 M (3.3 FT) WEST OF
 PN0843'THE EAST EDGE OF THE ABUTMENT, AND 0.7 M (2.3 FT) SOUTH OF THE NORTH
 PN0843'EDGE OF THE ABUTMENT.
 PN0843'THE MARK IS ABOVE LEVEL WITH THE STREET.
 PN0843
 PN0843                          STATION RECOVERY (2002)
 PN0843
 PN0843'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0843'NOT RECOVERED.  THE BRIDGE WAS REBUILT AND WIS. DOT SET AN UNLABELED
 PN0843'MARK IN THE APPROXIMATE LOCATION DESCRIBED.
 PN0843
 PN0843                          STATION RECOVERY (2004)
 PN0843
 PN0843'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWS)
 PN0843'RECOVERED IN GOOD CONDITION.
 PN0843
 PN0843                          STATION RECOVERY (2005)
 PN0843
 PN0843'RECOVERY NOTE BY US POWER SQUADRON 2005 (RWS)
 PN0843'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0121 ***********************************************************************
 OM0121  DESIGNATION -  750
 OM0121  PID         -  OM0121
 OM0121  STATE/COUNTY-  WI/MILWAUKEE
 OM0121  USGS QUAD   -  WAUWATOSA (1994)
 OM0121
 OM0121                         *CURRENT SURVEY CONTROL
 OM0121  ___________________________________________________________________
 OM0121* NAD 83(1986)-  43 06 17.     (N)    088 01 39.     (W)     SCALED    
 OM0121* NAVD 88     -       228.616  (meters)     750.05   (feet)  ADJUSTED  
 OM0121  ___________________________________________________________________
 OM0121  GEOID HEIGHT-         -34.96  (meters)                     GEOID03
 OM0121  DYNAMIC HT  -         228.557 (meters)     749.86  (feet)  COMP
 OM0121  MODELED GRAV-     980,356.4   (mgal)                       NAVD 88
 OM0121
 OM0121  VERT ORDER  -  SECOND    CLASS 0
 OM0121
 OM0121.The horizontal coordinates were scaled from a topographic map and have
 OM0121.an estimated accuracy of +/- 6 seconds.
 OM0121
 OM0121.The orthometric height was determined by differential leveling
 OM0121.and adjusted by the National Geodetic Survey in June 1991..
 OM0121
 OM0121.The geoid height was determined by GEOID03.
 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     -   124,620.      760,540.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0121.See file dsdata.txt to determine how the superseded data were derived.
 OM0121
 OM0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN163729(NAD 83)
 OM0121_MARKER: DD = SURVEY DISK
 OM0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0121_SP_SET: 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             NGS
 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 NATIONAL 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 = OCTOBER  7, 2006
 PO0291 ***********************************************************************
 PO0291  DESIGNATION -  756
 PO0291  PID         -  PO0291
 PO0291  STATE/COUNTY-  WI/PEPIN
 PO0291  USGS QUAD   -  DURAND NORTH (1972)
 PO0291
 PO0291                         *CURRENT SURVEY CONTROL
 PO0291  ___________________________________________________________________
 PO0291* NAD 83(1986)-  44 41 05.     (N)    091 53 13.     (W)     SCALED    
 PO0291* NAVD 88     -       230.155  (meters)     755.10   (feet)  ADJUSTED  
 PO0291  ___________________________________________________________________
 PO0291  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 PO0291  DYNAMIC HT  -         230.132 (meters)     755.02  (feet)  COMP
 PO0291  MODELED GRAV-     980,514.9   (mgal)                       NAVD 88
 PO0291
 PO0291  VERT ORDER  -  SECOND    CLASS 0
 PO0291
 PO0291.The horizontal coordinates were scaled from a topographic map and have
 PO0291.an estimated accuracy of +/- 6 seconds.
 PO0291
 PO0291.The orthometric height was determined by differential leveling
 PO0291.and adjusted by the National Geodetic Survey in June 1991..
 PO0291
 PO0291.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0291.See file dsdata.txt to determine how the superseded data were derived.
 PO0291
 PO0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK882485(NAD 83)
 PO0291_MARKER: DD = SURVEY DISK
 PO0291_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PO0291_SP_SET: LIMESTONE BLOCK
 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     - UNK      MONUMENTED       USGS
 PO0291  HISTORY     - 1934     GOOD             NGS
 PO0291  HISTORY     - 20020921 GOOD             USPSQD
 PO0291  HISTORY     - 20031202 MARK NOT FOUND   WIDT
 PO0291
 PO0291                          STATION DESCRIPTION
 PO0291
 PO0291'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 RM0183 ***********************************************************************
 RM0183  DESIGNATION -  757.67
 RM0183  PID         -  RM0183
 RM0183  STATE/COUNTY-  WI/ASHLAND
 RM0183  USGS QUAD   -  MARENGO (1984)
 RM0183
 RM0183                         *CURRENT SURVEY CONTROL
 RM0183  ___________________________________________________________________
 RM0183* NAD 83(1986)-  46 28 45.     (N)    090 49 52.     (W)     SCALED    
 RM0183* NAVD 88     -       230.718  (meters)     756.95   (feet)  ADJUSTED  
 RM0183  ___________________________________________________________________
 RM0183  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 RM0183  DYNAMIC HT  -         230.724 (meters)     756.97  (feet)  COMP
 RM0183  MODELED GRAV-     980,636.6   (mgal)                       NAVD 88
 RM0183
 RM0183  VERT ORDER  -  SECOND    CLASS 0
 RM0183
 RM0183.The horizontal coordinates were scaled from a topographic map and have
 RM0183.an estimated accuracy of +/- 6 seconds.
 RM0183
 RM0183.The orthometric height was determined by differential leveling
 RM0183.and adjusted by the National Geodetic Survey in June 1991..
 RM0183
 RM0183.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0183.See file dsdata.txt to determine how the superseded data were derived.
 RM0183
 RM0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM664495(NAD 83)
 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             NGS
 RM0183
 RM0183                          STATION DESCRIPTION
 RM0183
 RM0183'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 OM0464 ***********************************************************************
 OM0464  DESIGNATION -  759
 OM0464  PID         -  OM0464
 OM0464  STATE/COUNTY-  WI/DANE
 OM0464  USGS QUAD   -  MAZOMANIE (1962)
 OM0464
 OM0464                         *CURRENT SURVEY CONTROL
 OM0464  ___________________________________________________________________
 OM0464* NAD 83(1986)-  43 12 16.     (N)    089 45 05.     (W)     SCALED    
 OM0464* NAVD 88     -       231.336  (meters)     758.97   (feet)  ADJUSTED  
 OM0464  ___________________________________________________________________
 OM0464  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 OM0464  DYNAMIC HT  -         231.276 (meters)     758.78  (feet)  COMP
 OM0464  MODELED GRAV-     980,357.9   (mgal)                       NAVD 88
 OM0464
 OM0464  VERT ORDER  -  SECOND    CLASS 0
 OM0464
 OM0464.The horizontal coordinates were scaled from a topographic map and have
 OM0464.an estimated accuracy of +/- 6 seconds.
 OM0464
 OM0464.The orthometric height was determined by differential leveling
 OM0464.and adjusted by the National Geodetic Survey in June 1991..
 OM0464
 OM0464.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0464.See file dsdata.txt to determine how the superseded data were derived.
 OM0464
 OM0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN764871(NAD 83)
 OM0464_MARKER: P = PIPE CAP
 OM0464_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OM0464_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OM0464_STAMPING: 759
 OM0464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0464
 OM0464  HISTORY     - Date     Condition        Report By
 OM0464  HISTORY     - UNK      MONUMENTED       USGS
 OM0464  HISTORY     - 1934     GOOD             NGS
 OM0464
 OM0464                          STATION DESCRIPTION
 OM0464
 OM0464'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 PN0143 ***********************************************************************
 PN0143  DESIGNATION -  760
 PN0143  PID         -  PN0143
 PN0143  STATE/COUNTY-  WI/WINNEBAGO
 PN0143  USGS QUAD   -  NEENAH (1992)
 PN0143
 PN0143                         *CURRENT SURVEY CONTROL
 PN0143  ___________________________________________________________________
 PN0143* NAD 83(1986)-  44 08 22.     (N)    088 29 27.     (W)     SCALED    
 PN0143* NAVD 88     -       231.562  (meters)     759.72   (feet)  ADJUSTED  
 PN0143  ___________________________________________________________________
 PN0143  GEOID HEIGHT-         -36.30  (meters)                     GEOID03
 PN0143  DYNAMIC HT  -         231.520 (meters)     759.58  (feet)  COMP
 PN0143  MODELED GRAV-     980,432.2   (mgal)                       NAVD 88
 PN0143
 PN0143  VERT ORDER  -  FIRST     CLASS II
 PN0143
 PN0143.The horizontal coordinates were scaled from a topographic map and have
 PN0143.an estimated accuracy of +/- 6 seconds.
 PN0143
 PN0143.The orthometric height was determined by differential leveling
 PN0143.and adjusted by the National Geodetic Survey in June 1991..
 PN0143
 PN0143.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0143.See file dsdata.txt to determine how the superseded data were derived.
 PN0143
 PN0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP807884(NAD 83)
 PN0143_MARKER: DD = SURVEY DISK
 PN0143_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PN0143_SP_SET: BRIDGE
 PN0143_STAMPING: 760 1908
 PN0143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0143
 PN0143  HISTORY     - Date     Condition        Report By
 PN0143  HISTORY     - 1908     MONUMENTED       USGS
 PN0143  HISTORY     - 1934     GOOD             NGS
 PN0143  HISTORY     - 19970302 MARK NOT FOUND   USPSQD
 PN0143  HISTORY     - 20040104 MARK NOT FOUND   USPSQD
 PN0143
 PN0143                          STATION DESCRIPTION
 PN0143
 PN0143'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 OM0040 ***********************************************************************
 OM0040  DESIGNATION -  767
 OM0040  PID         -  OM0040
 OM0040  STATE/COUNTY-  WI/FOND DU LAC
 OM0040  USGS QUAD   -  FOND DU LAC (1992)
 OM0040
 OM0040                         *CURRENT SURVEY CONTROL
 OM0040  ___________________________________________________________________
 OM0040* NAD 83(1986)-  43 49 10.     (N)    088 28 51.     (W)     SCALED    
 OM0040* NAVD 88     -       233.335  (meters)     765.53   (feet)  ADJUSTED  
 OM0040  ___________________________________________________________________
 OM0040  GEOID HEIGHT-         -35.84  (meters)                     GEOID03
 OM0040  DYNAMIC HT  -         233.286 (meters)     765.37  (feet)  COMP
 OM0040  MODELED GRAV-     980,406.5   (mgal)                       NAVD 88
 OM0040
 OM0040  VERT ORDER  -  FIRST     CLASS II
 OM0040
 OM0040.The horizontal coordinates were scaled from a topographic map and have
 OM0040.an estimated accuracy of +/- 6 seconds.
 OM0040
 OM0040.The orthometric height was determined by differential leveling
 OM0040.and adjusted by the National Geodetic Survey in June 1991..
 OM0040
 OM0040.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0040.See file dsdata.txt to determine how the superseded data were derived.
 OM0040
 OM0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP809528(NAD 83)
 OM0040_MARKER: P = PIPE CAP
 OM0040_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OM0040_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OM0040_STAMPING: 767 1908
 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             NGS
 OM0040  HISTORY     - 20030722 MARK NOT FOUND   USPSQD
 OM0040
 OM0040                          STATION DESCRIPTION
 OM0040
 OM0040'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 AA8058 ***********************************************************************
 AA8058  TIDAL BM    -  This is a Tidal Bench Mark.
 AA8058  DESIGNATION -  77 G
 AA8058  PID         -  AA8058
 AA8058  STATE/COUNTY-  WI/DOOR
 AA8058  USGS QUAD   -  STURGEON BAY EAST (1981)
 AA8058
 AA8058                         *CURRENT SURVEY CONTROL
 AA8058  ___________________________________________________________________
 AA8058* NAD 83(1997)-  44 47 41.36917(N)    087 18 44.48469(W)     ADJUSTED  
 AA8058* NAVD 88     -       178.187  (meters)     584.60   (feet)  ADJUSTED  
 AA8058  ___________________________________________________________________
 AA8058  X           -     212,593.816 (meters)                     COMP
 AA8058  Y           -  -4,528,798.044 (meters)                     COMP
 AA8058  Z           -   4,471,296.448 (meters)                     COMP
 AA8058  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 AA8058  ELLIP HEIGHT-         141.46  (meters)          (06/03/99) GPS OBS
 AA8058  GEOID HEIGHT-         -36.71  (meters)                     GEOID03
 AA8058  DYNAMIC HT  -         178.169 (meters)     584.54  (feet)  COMP
 AA8058  MODELED GRAV-     980,513.4   (mgal)                       NAVD 88
 AA8058
 AA8058  HORZ ORDER  -  A
 AA8058  VERT ORDER  -  SECOND    CLASS I
 AA8058  ELLP ORDER  -  FOURTH    CLASS II
 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 1999..
 AA8058
 AA8058.The orthometric height was determined by differential leveling
 AA8058.and adjusted by the National Geodetic Survey in July 1997..
 AA8058.WARNING-GPS observations at this control monument resulted in a GPS
 AA8058.derived orthometric height which differed from the leveled height by
 AA8058.more than one decimeter (0.1 meter).
 AA8058
 AA8058.This Tidal Bench Mark is designated as VM 13225
 AA8058.by the Center for Operational Oceanographic Products and Services.
 AA8058
 AA8058.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8058
 AA8058.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8058
 AA8058.The ellipsoidal height was determined by GPS observations
 AA8058.and is referenced to NAD 83.
 AA8058
 AA8058.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AA8058;SPC WI C     -   110,358.208   812,615.872   MT  0.99994171   +1 53 46.8
 AA8058;SPC WI C     -   362,066.89  2,666,057.24   sFT  0.99994171   +1 53 46.8
 AA8058;UTM  16      - 4,960,205.893   475,293.797   MT  0.99960751   -0 13 12.3
 AA8058
 AA8058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8058!SPC WI C     -   0.99997782  x   0.99994171  =   0.99991953
 AA8058!UTM  16      -   0.99997782  x   0.99960751  =   0.99958534
 AA8058
 AA8058                          SUPERSEDED SURVEY CONTROL
 AA8058
 AA8058  NAD 83(1991)-  44 47 41.36850(N)    087 18 44.48426(W) AD(       ) A
 AA8058  ELLIP H (09/21/95)  141.52   (m)                       GP(       ) 2 1
 AA8058
 AA8058.Superseded values are not recommended for survey control.
 AA8058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8058.See file dsdata.txt to determine how the superseded data were derived.
 AA8058
 AA8058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ7529460206(NAD 83)
 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: USE   
 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 - July 28, 2005
 AA8058
 AA8058  HISTORY     - Date     Condition        Report By
 AA8058  HISTORY     - 1977     MONUMENTED       USE
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0216 ***********************************************************************
 PN0216  DESIGNATION -  771 USGS
 PN0216  PID         -  PN0216
 PN0216  STATE/COUNTY-  WI/WINNEBAGO
 PN0216  USGS QUAD   -  OSHKOSH (1992)
 PN0216
 PN0216                         *CURRENT SURVEY CONTROL
 PN0216  ___________________________________________________________________
 PN0216* NAD 83(1986)-  44 05 42.     (N)    088 31 00.     (W)     SCALED    
 PN0216* NAVD 88     -       234.865  (meters)     770.55   (feet)  ADJUSTED  
 PN0216  ___________________________________________________________________
 PN0216  GEOID HEIGHT-         -36.28  (meters)                     GEOID03
 PN0216  DYNAMIC HT  -         234.822 (meters)     770.41  (feet)  COMP
 PN0216  MODELED GRAV-     980,427.8   (mgal)                       NAVD 88
 PN0216
 PN0216  VERT ORDER  -  FIRST     CLASS 0
 PN0216
 PN0216.The horizontal coordinates were scaled from a topographic map and have
 PN0216.an estimated accuracy of +/- 6 seconds.
 PN0216
 PN0216.The orthometric height was determined by differential leveling
 PN0216.and adjusted by the National Geodetic Survey in June 1991..
 PN0216.WARNING-Repeat measurements at this control monument indicate possible
 PN0216.vertical movement.
 PN0216
 PN0216.The geoid height was determined by GEOID03.
 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     -   233,800.      718,780.      MT  (+/- 180 meters Scaled)
 PN0216
 PN0216                          SUPERSEDED SURVEY CONTROL
 PN0216
 PN0216.No superseded survey control is available for this station.
 PN0216
 PN0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP785835(NAD 83)
 PN0216_MARKER: DD = SURVEY DISK
 PN0216_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PN0216_SP_SET: BRIDGE
 PN0216_STAMPING: 771 1908
 PN0216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0216
 PN0216  HISTORY     - Date     Condition        Report By
 PN0216  HISTORY     - 1908     MONUMENTED       USGS
 PN0216  HISTORY     - 1934     GOOD             NGS
 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
 PN0216                          STATION DESCRIPTION
 PN0216
 PN0216'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0179 ***********************************************************************
 RM0179  DESIGNATION -  772.16
 RM0179  PID         -  RM0179
 RM0179  STATE/COUNTY-  WI/ASHLAND
 RM0179  USGS QUAD   -  MARENGO (1984)
 RM0179
 RM0179                         *CURRENT SURVEY CONTROL
 RM0179  ___________________________________________________________________
 RM0179* NAD 83(1986)-  46 25 37.     (N)    090 48 56.     (W)     SCALED    
 RM0179* NAVD 88     -       235.126  (meters)     771.41   (feet)  ADJUSTED  
 RM0179  ___________________________________________________________________
 RM0179  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 RM0179  DYNAMIC HT  -         235.132 (meters)     771.43  (feet)  COMP
 RM0179  MODELED GRAV-     980,634.5   (mgal)                       NAVD 88
 RM0179
 RM0179  VERT ORDER  -  SECOND    CLASS 0
 RM0179
 RM0179.The horizontal coordinates were scaled from a topographic map and have
 RM0179.an estimated accuracy of +/- 6 seconds.
 RM0179
 RM0179.The orthometric height was determined by differential leveling
 RM0179.and adjusted by the National Geodetic Survey in June 1991..
 RM0179
 RM0179.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0179.See file dsdata.txt to determine how the superseded data were derived.
 RM0179
 RM0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM678438(NAD 83)
 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             NGS
 RM0179
 RM0179                          STATION DESCRIPTION
 RM0179
 RM0179'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0720 ***********************************************************************
 NH0720  DESIGNATION -  776 USGS
 NH0720  PID         -  NH0720
 NH0720  STATE/COUNTY-  WI/GREEN
 NH0720  USGS QUAD   -  BROWNTOWN (1981)
 NH0720
 NH0720                         *CURRENT SURVEY CONTROL
 NH0720  ___________________________________________________________________
 NH0720* NAD 83(1986)-  42 30 32.     (N)    089 48 00.     (W)     SCALED    
 NH0720* NAVD 88     -       236.855  (meters)     777.08   (feet)  ADJUSTED  
 NH0720  ___________________________________________________________________
 NH0720  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 NH0720  DYNAMIC HT  -         236.780 (meters)     776.84  (feet)  COMP
 NH0720  MODELED GRAV-     980,297.3   (mgal)                       NAVD 88
 NH0720
 NH0720  VERT ORDER  -  FIRST     CLASS II
 NH0720
 NH0720.The horizontal coordinates were scaled from a topographic map and have
 NH0720.an estimated accuracy of +/- 6 seconds.
 NH0720
 NH0720.The orthometric height was determined by differential leveling
 NH0720.and adjusted by the National Geodetic Survey in June 1991..
 NH0720
 NH0720.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0720.See file dsdata.txt to determine how the superseded data were derived.
 NH0720
 NH0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN699100(NAD 83)
 NH0720_MARKER: P = PIPE CAP
 NH0720_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NH0720_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NH0720_STAMPING: 778 WIS 1919
 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             NGS
 NH0720  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH0720
 NH0720                          STATION DESCRIPTION
 NH0720
 NH0720'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 RM0176 ***********************************************************************
 RM0176  DESIGNATION -  779.06
 RM0176  PID         -  RM0176
 RM0176  STATE/COUNTY-  WI/ASHLAND
 RM0176  USGS QUAD   -  MARENGO (1984)
 RM0176
 RM0176                         *CURRENT SURVEY CONTROL
 RM0176  ___________________________________________________________________
 RM0176* NAD 83(1986)-  46 24 58.     (N)    090 48 29.     (W)     SCALED    
 RM0176* NAVD 88     -       237.25   (+/-2cm)     778.4    (feet)  VERTCON   
 RM0176  ___________________________________________________________________
 RM0176  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 RM0176
 RM0176  VERT ORDER  -  ? (See Below)
 RM0176
 RM0176.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 RM0176
 RM0176.The geoid height was determined by GEOID03.
 RM0176
 RM0176;                    North         East    Units  Estimated Accuracy
 RM0176;SPC WI N     -   139,190.      537,880.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0176.See file dsdata.txt to determine how the superseded data were derived.
 RM0176
 RM0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM684426(NAD 83)
 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             NGS
 RM0176
 RM0176                          STATION DESCRIPTION
 RM0176
 RM0176'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0724 ***********************************************************************
 NH0724  DESIGNATION -  780 USGS
 NH0724  PID         -  NH0724
 NH0724  STATE/COUNTY-  WI/GREEN
 NH0724  USGS QUAD   -  BROWNTOWN (1981)
 NH0724
 NH0724                         *CURRENT SURVEY CONTROL
 NH0724  ___________________________________________________________________
 NH0724* NAD 83(1986)-  42 35 14.     (N)    089 49 34.     (W)     SCALED    
 NH0724* NAVD 88     -       237.558  (meters)     779.39   (feet)  ADJUSTED  
 NH0724  ___________________________________________________________________
 NH0724  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 NH0724  DYNAMIC HT  -         237.483 (meters)     779.14  (feet)  COMP
 NH0724  MODELED GRAV-     980,300.4   (mgal)                       NAVD 88
 NH0724
 NH0724  VERT ORDER  -  FIRST     CLASS II
 NH0724
 NH0724.The horizontal coordinates were scaled from a topographic map and have
 NH0724.an estimated accuracy of +/- 6 seconds.
 NH0724
 NH0724.The orthometric height was determined by differential leveling
 NH0724.and adjusted by the National Geodetic Survey in June 1991..
 NH0724.WARNING-Repeat measurements at this control monument indicate possible
 NH0724.vertical movement.
 NH0724
 NH0724.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0724.See file dsdata.txt to determine how the superseded data were derived.
 NH0724
 NH0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN681188(NAD 83)
 NH0724_MARKER: DD = SURVEY DISK
 NH0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0724_STAMPING: 780
 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             NGS
 NH0724  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH0724
 NH0724                          STATION DESCRIPTION
 NH0724
 NH0724'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 OM0042 ***********************************************************************
 OM0042  DESIGNATION -  783
 OM0042  PID         -  OM0042
 OM0042  STATE/COUNTY-  WI/FOND DU LAC
 OM0042  USGS QUAD   -  FOND DU LAC (1992)
 OM0042
 OM0042                         *CURRENT SURVEY CONTROL
 OM0042  ___________________________________________________________________
 OM0042* NAD 83(1986)-  43 50 59.     (N)    088 29 23.     (W)     SCALED    
 OM0042* NAVD 88     -       238.341  (meters)     781.96   (feet)  ADJUSTED  
 OM0042  ___________________________________________________________________
 OM0042  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 OM0042  DYNAMIC HT  -         238.292 (meters)     781.80  (feet)  COMP
 OM0042  MODELED GRAV-     980,406.6   (mgal)                       NAVD 88
 OM0042
 OM0042  VERT ORDER  -  FIRST     CLASS II
 OM0042
 OM0042.The horizontal coordinates were scaled from a topographic map and have
 OM0042.an estimated accuracy of +/- 6 seconds.
 OM0042
 OM0042.The orthometric height was determined by differential leveling
 OM0042.and adjusted by the National Geodetic Survey in June 1991..
 OM0042
 OM0042.The geoid height was determined by GEOID03.
 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     -   206,590.      721,430.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0042.See file dsdata.txt to determine how the superseded data were derived.
 OM0042
 OM0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP802562(NAD 83)
 OM0042_MARKER: P = PIPE CAP
 OM0042_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OM0042_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OM0042_STAMPING: 783 1908
 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             NGS
 OM0042  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 OM0042
 OM0042                          STATION DESCRIPTION
 OM0042
 OM0042'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 RM0181 ***********************************************************************
 RM0181  DESIGNATION -  785
 RM0181  PID         -  RM0181
 RM0181  STATE/COUNTY-  WI/ASHLAND
 RM0181  USGS QUAD   -  MARENGO (1984)
 RM0181
 RM0181                         *CURRENT SURVEY CONTROL
 RM0181  ___________________________________________________________________
 RM0181* NAD 83(1986)-  46 27 49.     (N)    090 49 37.     (W)     SCALED    
 RM0181* NAVD 88     -       239.074  (meters)     784.36   (feet)  ADJUSTED  
 RM0181  ___________________________________________________________________
 RM0181  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 RM0181  DYNAMIC HT  -         239.080 (meters)     784.38  (feet)  COMP
 RM0181  MODELED GRAV-     980,636.2   (mgal)                       NAVD 88
 RM0181
 RM0181  VERT ORDER  -  SECOND    CLASS 0
 RM0181
 RM0181.The horizontal coordinates were scaled from a topographic map and have
 RM0181.an estimated accuracy of +/- 6 seconds.
 RM0181
 RM0181.The orthometric height was determined by differential leveling
 RM0181.and adjusted by the National Geodetic Survey in June 1991..
 RM0181
 RM0181.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0181.See file dsdata.txt to determine how the superseded data were derived.
 RM0181
 RM0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM668478(NAD 83)
 RM0181_MARKER: P = PIPE CAP
 RM0181_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RM0181_SP_SET: METAL PIPE DRIVEN INTO GROUND
 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             NGS
 RM0181
 RM0181                          STATION DESCRIPTION
 RM0181
 RM0181'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 OM0156 ***********************************************************************
 OM0156  DESIGNATION -  790
 OM0156  PID         -  OM0156
 OM0156  STATE/COUNTY-  WI/FOND DU LAC
 OM0156  USGS QUAD   -  VAN DYNE (1992)
 OM0156
 OM0156                         *CURRENT SURVEY CONTROL
 OM0156  ___________________________________________________________________
 OM0156* NAD 83(1986)-  43 53 36.     (N)    088 30 25.     (W)     SCALED    
 OM0156* NAVD 88     -       240.578  (meters)     789.30   (feet)  ADJUSTED  
 OM0156  ___________________________________________________________________
 OM0156  GEOID HEIGHT-         -36.01  (meters)                     GEOID03
 OM0156  DYNAMIC HT  -         240.528 (meters)     789.13  (feet)  COMP
 OM0156  MODELED GRAV-     980,406.1   (mgal)                       NAVD 88
 OM0156
 OM0156  VERT ORDER  -  FIRST     CLASS II
 OM0156
 OM0156.The horizontal coordinates were scaled from a topographic map and have
 OM0156.an estimated accuracy of +/- 6 seconds.
 OM0156
 OM0156.The orthometric height was determined by differential leveling
 OM0156.and adjusted by the National Geodetic Survey in June 1991..
 OM0156
 OM0156.The geoid height was determined by GEOID03.
 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     -   211,410.      719,960.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0156.See file dsdata.txt to determine how the superseded data were derived.
 OM0156
 OM0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP789611(NAD 83)
 OM0156_MARKER: P = PIPE CAP
 OM0156_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OM0156_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OM0156_STAMPING: 790 1908
 OM0156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0156
 OM0156  HISTORY     - Date     Condition        Report By
 OM0156  HISTORY     - 1908     MONUMENTED       USGS
 OM0156  HISTORY     - 1934     GOOD             NGS
 OM0156  HISTORY     - 1989     GOOD             USPSQD
 OM0156  HISTORY     - 20050507 MARK NOT FOUND   USPSQD
 OM0156
 OM0156                          STATION DESCRIPTION
 OM0156
 OM0156'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0297 ***********************************************************************
 NH0297  DESIGNATION -  796
 NH0297  PID         -  NH0297
 NH0297  STATE/COUNTY-  WI/JEFFERSON
 NH0297  USGS QUAD   -  FORT ATKINSON (1971)
 NH0297
 NH0297                         *CURRENT SURVEY CONTROL
 NH0297  ___________________________________________________________________
 NH0297* NAD 83(1986)-  42 55 31.     (N)    088 50 29.     (W)     SCALED    
 NH0297* NAVD 88     -       242.549  (meters)     795.76   (feet)  ADJUSTED  
 NH0297  ___________________________________________________________________
 NH0297  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 NH0297  DYNAMIC HT  -         242.485 (meters)     795.55  (feet)  COMP
 NH0297  MODELED GRAV-     980,348.7   (mgal)                       NAVD 88
 NH0297
 NH0297  VERT ORDER  -  SECOND    CLASS 0
 NH0297
 NH0297.The horizontal coordinates were scaled from a topographic map and have
 NH0297.an estimated accuracy of +/- 6 seconds.
 NH0297
 NH0297.The orthometric height was determined by differential leveling
 NH0297.and adjusted by the National Geodetic Survey in June 1991..
 NH0297
 NH0297.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0297.See file dsdata.txt to determine how the superseded data were derived.
 NH0297
 NH0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN497541(NAD 83)
 NH0297_MARKER: P = PIPE CAP
 NH0297_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NH0297_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NH0297_STAMPING: 796 MILWAUKEE 1903
 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             NGS
 NH0297
 NH0297                          STATION DESCRIPTION
 NH0297
 NH0297'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 RN0156 ***********************************************************************
 RN0156  DESIGNATION -  798
 RN0156  PID         -  RN0156
 RN0156  STATE/COUNTY-  WI/DOUGLAS
 RN0156  USGS QUAD   -  BOREA (1981)
 RN0156
 RN0156                         *CURRENT SURVEY CONTROL
 RN0156  ___________________________________________________________________
 RN0156* NAD 83(1986)-  46 32 32.     (N)    092 11 52.     (W)     SCALED    
 RN0156* NAVD 88     -       242.972  (meters)     797.15   (feet)  ADJUSTED  
 RN0156  ___________________________________________________________________
 RN0156  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 RN0156  DYNAMIC HT  -         242.992 (meters)     797.22  (feet)  COMP
 RN0156  MODELED GRAV-     980,687.8   (mgal)                       NAVD 88
 RN0156
 RN0156  VERT ORDER  -  SECOND    CLASS 0
 RN0156
 RN0156.The horizontal coordinates were scaled from a topographic map and have
 RN0156.an estimated accuracy of +/- 6 seconds.
 RN0156
 RN0156.The orthometric height was determined by differential leveling
 RN0156.and adjusted by the National Geodetic Survey in June 1991..
 RN0156
 RN0156.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0156.See file dsdata.txt to determine how the superseded data were derived.
 RN0156
 RN0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM615546(NAD 83)
 RN0156_MARKER: P = PIPE CAP
 RN0156_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RN0156_SP_SET: METAL PIPE DRIVEN INTO GROUND
 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             NGS
 RN0156
 RN0156                          STATION DESCRIPTION
 RN0156
 RN0156'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 NH0729 ***********************************************************************
 NH0729  DESIGNATION -  798 USGS
 NH0729  PID         -  NH0729
 NH0729  STATE/COUNTY-  WI/LAFAYETTE
 NH0729  USGS QUAD   -  ARGYLE (1962)
 NH0729
 NH0729                         *CURRENT SURVEY CONTROL
 NH0729  ___________________________________________________________________
 NH0729* NAD 83(1986)-  42 42 05.     (N)    089 52 22.     (W)     SCALED    
 NH0729* NAVD 88     -       242.877  (meters)     796.84   (feet)  ADJUSTED  
 NH0729  ___________________________________________________________________
 NH0729  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 NH0729  DYNAMIC HT  -         242.803 (meters)     796.60  (feet)  COMP
 NH0729  MODELED GRAV-     980,310.7   (mgal)                       NAVD 88
 NH0729
 NH0729  VERT ORDER  -  FIRST     CLASS II
 NH0729
 NH0729.The horizontal coordinates were scaled from a topographic map and have
 NH0729.an estimated accuracy of +/- 6 seconds.
 NH0729
 NH0729.The orthometric height was determined by differential leveling
 NH0729.and adjusted by the National Geodetic Survey in June 1991..
 NH0729
 NH0729.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0729.See file dsdata.txt to determine how the superseded data were derived.
 NH0729
 NH0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN647316(NAD 83)
 NH0729_MARKER: P = PIPE CAP
 NH0729_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NH0729_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NH0729_STAMPING: 798 WIS 1919
 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             NGS
 NH0729  HISTORY     - 1935     MARK NOT FOUND   USGS
 NH0729  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 NH0729
 NH0729                          STATION DESCRIPTION
 NH0729
 NH0729'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 OM0158 ***********************************************************************
 OM0158  DESIGNATION -  799
 OM0158  PID         -  OM0158
 OM0158  STATE/COUNTY-  WI/WINNEBAGO
 OM0158  USGS QUAD   -  VAN DYNE (1992)
 OM0158
 OM0158                         *CURRENT SURVEY CONTROL
 OM0158  ___________________________________________________________________
 OM0158* NAD 83(1986)-  43 56 14.     (N)    088 31 26.     (W)     SCALED    
 OM0158* NAVD 88     -       243.285  (meters)     798.18   (feet)  ADJUSTED  
 OM0158  ___________________________________________________________________
 OM0158  GEOID HEIGHT-         -36.10  (meters)                     GEOID03
 OM0158  DYNAMIC HT  -         243.233 (meters)     798.01  (feet)  COMP
 OM0158  MODELED GRAV-     980,400.7   (mgal)                       NAVD 88
 OM0158
 OM0158  VERT ORDER  -  FIRST     CLASS II
 OM0158
 OM0158.The horizontal coordinates were scaled from a topographic map and have
 OM0158.an estimated accuracy of +/- 6 seconds.
 OM0158
 OM0158.The orthometric height was determined by differential leveling
 OM0158.and adjusted by the National Geodetic Survey in June 1991..
 OM0158
 OM0158.The geoid height was determined by GEOID03.
 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     -   216,260.      718,510.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0158.See file dsdata.txt to determine how the superseded data were derived.
 OM0158
 OM0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP776660(NAD 83)
 OM0158_MARKER: P = PIPE CAP
 OM0158_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OM0158_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OM0158_STAMPING: 799 1908
 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             NGS
 OM0158  HISTORY     - 1976     MARK NOT FOUND   USGS
 OM0158  HISTORY     - 20040104 MARK NOT FOUND   USPSQD
 OM0158
 OM0158                          STATION DESCRIPTION
 OM0158
 OM0158'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 QO1478 ***********************************************************************
 QO1478  DESIGNATION -  8
 QO1478  PID         -  QO1478
 QO1478  STATE/COUNTY-  WI/ST CROIX
 QO1478  USGS QUAD   -  STILLWATER (1993)
 QO1478
 QO1478                         *CURRENT SURVEY CONTROL
 QO1478  ___________________________________________________________________
 QO1478* NAD 83(1991)-  45 02 32.97955(N)    092 45 40.20300(W)     ADJUSTED  
 QO1478* NAVD 88     -       278.8    (meters)     915.     (feet)  VERTCON   
 QO1478  ___________________________________________________________________
 QO1478  LAPLACE CORR-         -13.25  (seconds)                    DEFLEC99
 QO1478  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 QO1478
 QO1478  HORZ ORDER  -  SECOND
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 QO1478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QO1478
 QO1478.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO1478
 QO1478.The geoid height was determined by GEOID03.
 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  =   0.99956510
 QO1478
 QO1478:                Primary Azimuth Mark                     Grid Az
 QO1478:SPC WI C     -  BAYPORT NORTHERN STATES CO STK           227 31 18.2
 QO1478:UTM  15      -  BAYPORT NORTHERN STATES CO STK           225 24 16.2
 QO1478
 QO1478|---------------------------------------------------------------------|
 QO1478| PID    Reference Object                     Distance      Geod. Az  |
 QO1478|                                                           dddmmss.s |
 QO1478| QO1479 BAYPORT NORTHERN STATES CO STK      APPROX. 2.0 KM 2253424.6 |
 QO1478| QO1482 BAYPORT STATE PRISON TANK           APPROX. 2.9 KM 2341322.1 |
 QO1478| QO1485 OAK PARK HTS WATER TANK             APPROX. 4.8 KM 2561403.2 |
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1478.See file dsdata.txt to determine how the superseded data were derived.
 QO1478
 QO1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1881087699(NAD 83)
 QO1478_MARKER: A = ALUMINUM MARKER
 QO1478_SETTING: 0 = UNSPECIFIED SETTING
 QO1478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1478
 QO1478  HISTORY     - Date     Condition        Report By
 QO1478  HISTORY     - 1973     MONUMENTED       WIDT
 QO1478  HISTORY     - 1974     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5385 ***********************************************************************
 DH5385  DESIGNATION -  8 161E
 DH5385  PID         -  DH5385
 DH5385  STATE/COUNTY-  WI/MONROE
 DH5385  USGS QUAD   -  OAKDALE (1983)
 DH5385
 DH5385                         *CURRENT SURVEY CONTROL
 DH5385  ___________________________________________________________________
 DH5385* NAD 83(1997)-  43 52 55.98893(N)    090 23 48.84644(W)     ADJUSTED  
 DH5385* NAVD 88     -                                                        
 DH5385  ___________________________________________________________________
 DH5385  X           -     -31,898.202 (meters)                     COMP
 DH5385  Y           -  -4,604,673.380 (meters)                     COMP
 DH5385  Z           -   4,398,886.148 (meters)                     COMP
 DH5385  LAPLACE CORR-          -8.64  (seconds)                    DEFLEC99
 DH5385  ELLIP HEIGHT-         314.06  (meters)          (08/01/05) GPS OBS
 DH5385  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 DH5385
 DH5385  HORZ ORDER  -  FIRST
 DH5385  ELLP ORDER  -  SECOND    CLASS I
 DH5385
 DH5385.The horizontal coordinates were established by GPS observations
 DH5385.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5385
 DH5385
 DH5385.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5385
 DH5385.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5385
 DH5385.The ellipsoidal height was determined by GPS observations
 DH5385.and is referenced to NAD 83.
 DH5385
 DH5385.The geoid height was determined by GEOID03.
 DH5385
 DH5385;                    North         East     Units Scale Factor Converg.
 DH5385;SPC WI S     -   209,176.534   568,104.260   MT  0.99996775   -0 16 21.8
 DH5385;SPC WI S     -   686,273.35  1,863,855.39   sFT  0.99996775   -0 16 21.8
 DH5385;UTM  15      - 4,862,085.321   709,116.414   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                          SUPERSEDED SURVEY CONTROL
 DH5385
 DH5385.No superseded survey control is available for this station.
 DH5385
 DH5385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0911662085(NAD 83)
 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 - March 05, 2003
 DH5385
 DH5385  HISTORY     - Date     Condition        Report By
 DH5385  HISTORY     - 1997     MONUMENTED       WI-081
 DH5385  HISTORY     - 20030305 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0214 ***********************************************************************
 OM0214  DESIGNATION -  801 1908
 OM0214  PID         -  OM0214
 OM0214  STATE/COUNTY-  WI/JEFFERSON
 OM0214  USGS QUAD   -  WATERTOWN (1971)
 OM0214
 OM0214                         *CURRENT SURVEY CONTROL
 OM0214  ___________________________________________________________________
 OM0214* NAD 83(1986)-  43 09 19.     (N)    088 44 56.     (W)     SCALED    
 OM0214* NAVD 88     -       244.176  (meters)     801.10   (feet)  ADJUSTED  
 OM0214  ___________________________________________________________________
 OM0214  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 OM0214  DYNAMIC HT  -         244.114 (meters)     800.90  (feet)  COMP
 OM0214  MODELED GRAV-     980,360.6   (mgal)                       NAVD 88
 OM0214
 OM0214  VERT ORDER  -  SECOND    CLASS 0
 OM0214
 OM0214.The horizontal coordinates were scaled from a topographic map and have
 OM0214.an estimated accuracy of +/- 6 seconds.
 OM0214
 OM0214.The orthometric height was determined by differential leveling
 OM0214.and adjusted by the National Geodetic Survey in June 1991..
 OM0214
 OM0214.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0214.See file dsdata.txt to determine how the superseded data were derived.
 OM0214
 OM0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN578795(NAD 83)
 OM0214_MARKER: P = PIPE CAP
 OM0214_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OM0214_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OM0214_STAMPING: 801-1908
 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             NGS
 OM0214
 OM0214                          STATION DESCRIPTION
 OM0214
 OM0214'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 NH0745 ***********************************************************************
 NH0745  DESIGNATION -  802.0 USGS
 NH0745  PID         -  NH0745
 NH0745  STATE/COUNTY-  WI/LAFAYETTE
 NH0745  USGS QUAD   -  SOUTH WAYNE (1962)
 NH0745
 NH0745                         *CURRENT SURVEY CONTROL
 NH0745  ___________________________________________________________________
 NH0745* NAD 83(1986)-  42 35 05.     (N)    089 57 51.     (W)     SCALED    
 NH0745* NAVD 88     -       244.094  (meters)     800.83   (feet)  ADJUSTED  
 NH0745  ___________________________________________________________________
 NH0745  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 NH0745  DYNAMIC HT  -         244.016 (meters)     800.58  (feet)  COMP
 NH0745  MODELED GRAV-     980,296.2   (mgal)                       NAVD 88
 NH0745
 NH0745  VERT ORDER  -  SECOND    CLASS 0
 NH0745
 NH0745.The horizontal coordinates were scaled from a topographic map and have
 NH0745.an estimated accuracy of +/- 6 seconds.
 NH0745
 NH0745.The orthometric height was determined by differential leveling
 NH0745.and adjusted by the National Geodetic Survey in June 1991..
 NH0745
 NH0745.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0745.See file dsdata.txt to determine how the superseded data were derived.
 NH0745
 NH0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN567189(NAD 83)
 NH0745_MARKER: DD = SURVEY DISK
 NH0745_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0745_SP_SET: BRIDGE
 NH0745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0745
 NH0745  HISTORY     - Date     Condition        Report By
 NH0745  HISTORY     - UNK      MONUMENTED       USGS
 NH0745  HISTORY     - 1934     GOOD             NGS
 NH0745  HISTORY     - 19981118 MARK NOT FOUND   USPSQD
 NH0745
 NH0745                          STATION DESCRIPTION
 NH0745
 NH0745'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 OM0208 ***********************************************************************
 OM0208  DESIGNATION -  820 1908
 OM0208  PID         -  OM0208
 OM0208  STATE/COUNTY-  WI/JEFFERSON
 OM0208  USGS QUAD   -  JEFFERSON (1971)
 OM0208
 OM0208                         *CURRENT SURVEY CONTROL
 OM0208  ___________________________________________________________________
 OM0208* NAD 83(1986)-  43 06 59.     (N)    088 45 47.     (W)     SCALED    
 OM0208* NAVD 88     -       249.703  (meters)     819.23   (feet)  ADJUSTED  
 OM0208  ___________________________________________________________________
 OM0208  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 OM0208  DYNAMIC HT  -         249.640 (meters)     819.03  (feet)  COMP
 OM0208  MODELED GRAV-     980,358.4   (mgal)                       NAVD 88
 OM0208
 OM0208  VERT ORDER  -  SECOND    CLASS 0
 OM0208
 OM0208.The horizontal coordinates were scaled from a topographic map and have
 OM0208.an estimated accuracy of +/- 6 seconds.
 OM0208
 OM0208.The orthometric height was determined by differential leveling
 OM0208.and adjusted by the National Geodetic Survey in June 1991..
 OM0208
 OM0208.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0208.See file dsdata.txt to determine how the superseded data were derived.
 OM0208
 OM0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN565752(NAD 83)
 OM0208_MARKER: P = PIPE CAP
 OM0208_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OM0208_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OM0208_STAMPING: 820-1908
 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             NGS
 OM0208  HISTORY     - 20060916 MARK NOT FOUND   USPSQD
 OM0208
 OM0208                          STATION DESCRIPTION
 OM0208
 OM0208'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 OM0116 ***********************************************************************
 OM0116  DESIGNATION -  822
 OM0116  PID         -  OM0116
 OM0116  STATE/COUNTY-  WI/WAUKESHA
 OM0116  USGS QUAD   -  WAUKESHA (1994)
 OM0116
 OM0116                         *CURRENT SURVEY CONTROL
 OM0116  ___________________________________________________________________
 OM0116* NAD 83(1986)-  43 00 18.     (N)    088 13 55.     (W)     SCALED    
 OM0116* NAVD 88     -       250.272  (meters)     821.10   (feet)  ADJUSTED  
 OM0116  ___________________________________________________________________
 OM0116  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 OM0116  DYNAMIC HT  -         250.202 (meters)     820.87  (feet)  COMP
 OM0116  MODELED GRAV-     980,337.1   (mgal)                       NAVD 88
 OM0116
 OM0116  VERT ORDER  -  SECOND    CLASS 0
 OM0116
 OM0116.The horizontal coordinates were scaled from a topographic map and have
 OM0116.an estimated accuracy of +/- 6 seconds.
 OM0116
 OM0116.The orthometric height was determined by differential leveling
 OM0116.and adjusted by the National Geodetic Survey in June 1991..
 OM0116
 OM0116.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0116.See file dsdata.txt to determine how the superseded data were derived.
 OM0116
 OM0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN995621(NAD 83)
 OM0116_MARKER: DD = SURVEY DISK
 OM0116_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OM0116_SP_SET: LIMESTONE TABLET
 OM0116_STAMPING: 822-1903
 OM0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0116
 OM0116  HISTORY     - Date     Condition        Report By
 OM0116  HISTORY     - 1903     MONUMENTED       USGS
 OM0116  HISTORY     - 1934     GOOD             NGS
 OM0116  HISTORY     - 20030317 MARK NOT FOUND   USPSQD
 OM0116
 OM0116                          STATION DESCRIPTION
 OM0116
 OM0116'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 AI3072 ***********************************************************************
 AI3072  SACS        -  This is a Secondary Airport Control Station.
 AI3072  DESIGNATION -  82C C
 AI3072  PID         -  AI3072
 AI3072  STATE/COUNTY-  WI/JUNEAU
 AI3072  USGS QUAD   -  NEW LISBON SOUTH (1983)
 AI3072
 AI3072                         *CURRENT SURVEY CONTROL
 AI3072  ___________________________________________________________________
 AI3072* NAD 83(1997)-  43 50 28.57599(N)    090 08 29.87109(W)     ADJUSTED  
 AI3072* NAVD 88     -       275.84   (meters)     905.0    (feet)  GPS OBS   
 AI3072  ___________________________________________________________________
 AI3072  X           -     -11,390.331 (meters)                     COMP
 AI3072  Y           -  -4,607,869.818 (meters)                     COMP
 AI3072  Z           -   4,395,554.950 (meters)                     COMP
 AI3072  LAPLACE CORR-          -5.59  (seconds)                    DEFLEC99
 AI3072  ELLIP HEIGHT-         240.97  (meters)          (11/17/99) GPS OBS
 AI3072  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 AI3072
 AI3072  HORZ ORDER  -  FIRST
 AI3072  ELLP ORDER  -  FOURTH    CLASS I
 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 November 1999..
 AI3072
 AI3072.The orthometric height was determined by GPS observations and a
 AI3072.high-resolution geoid model.
 AI3072
 AI3072.GPS derived orthometric heights for airport stations designated as
 AI3072.PACS or SACS are published to 2 decimal places.  This maintains
 AI3072.centimeter relative accuracy between the PACS and SACS.  It does
 AI3072.not indicate centimeter accuracy relative to other marks which are
 AI3072.part of the NAVD 88 network.
 AI3072
 AI3072.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3072
 AI3072.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3072
 AI3072.The ellipsoidal height was determined by GPS observations
 AI3072.and is referenced to NAD 83.
 AI3072
 AI3072.The geoid height was determined by GEOID03.
 AI3072
 AI3072;                    North         East     Units Scale Factor Converg.
 AI3072;SPC WI S     -   204,560.740   588,610.525   MT  0.99996200   -0 05 50.3
 AI3072;SPC WI S     -   671,129.69  1,931,133.03   sFT  0.99996200   -0 05 50.3
 AI3072;UTM  15      - 4,858,215.217   729,781.269   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 19.9
 AI3072:UTM  15      -  FAA 82C B                                134 59 38.9
 AI3072
 AI3072|---------------------------------------------------------------------|
 AI3072| PID    Reference Object                     Distance      Geod. Az  |
 AI3072|                                                           dddmmss.s |
 AI3072| ON1316 FAA 82C B                           467.497 METERS 1365829.6 |
 AI3072|---------------------------------------------------------------------|
 AI3072
 AI3072                          SUPERSEDED SURVEY CONTROL
 AI3072
 AI3072.No superseded survey control is available for this station.
 AI3072
 AI3072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ2978158215(NAD 83)
 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 - 2004
 AI3072
 AI3072  HISTORY     - Date     Condition        Report By
 AI3072  HISTORY     - 1999     MONUMENTED       WIDT
 AI3072  HISTORY     - 2004     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI3073 ***********************************************************************
 AI3073  SACS        -  This is a Secondary Airport Control Station.
 AI3073  DESIGNATION -  82C D
 AI3073  PID         -  AI3073
 AI3073  STATE/COUNTY-  WI/JUNEAU
 AI3073  USGS QUAD   -  NEW LISBON SOUTH (1983)
 AI3073
 AI3073                         *CURRENT SURVEY CONTROL
 AI3073  ___________________________________________________________________
 AI3073* NAD 83(1997)-  43 50 09.44472(N)    090 07 58.75880(W)     ADJUSTED  
 AI3073* NAVD 88     -       272.96   (meters)     895.5    (feet)  GPS OBS   
 AI3073  ___________________________________________________________________
 AI3073  X           -     -10,696.240 (meters)                     COMP
 AI3073  Y           -  -4,608,278.376 (meters)                     COMP
 AI3073  Z           -   4,395,127.029 (meters)                     COMP
 AI3073  LAPLACE CORR-          -5.57  (seconds)                    DEFLEC99
 AI3073  ELLIP HEIGHT-         238.07  (meters)          (11/17/99) GPS OBS
 AI3073  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 AI3073
 AI3073  HORZ ORDER  -  FIRST
 AI3073  ELLP ORDER  -  FOURTH    CLASS I
 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 November 1999..
 AI3073
 AI3073.The orthometric height was determined by GPS observations and a
 AI3073.high-resolution geoid model.
 AI3073
 AI3073.GPS derived orthometric heights for airport stations designated as
 AI3073.PACS or SACS are published to 2 decimal places.  This maintains
 AI3073.centimeter relative accuracy between the PACS and SACS.  It does
 AI3073.not indicate centimeter accuracy relative to other marks which are
 AI3073.part of the NAVD 88 network.
 AI3073
 AI3073.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3073
 AI3073.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3073
 AI3073.The ellipsoidal height was determined by GPS observations
 AI3073.and is referenced to NAD 83.
 AI3073
 AI3073.The geoid height was determined by GEOID03.
 AI3073
 AI3073;                    North         East     Units Scale Factor Converg.
 AI3073;SPC WI S     -   203,969.159   589,304.568   MT  0.99996130   -0 05 29.0
 AI3073;SPC WI S     -   669,188.82  1,933,410.07   sFT  0.99996130   -0 05 29.0
 AI3073;UTM  15      - 4,857,649.026   730,496.513   MT  1.00025351   +1 59 11.6
 AI3073
 AI3073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3073!SPC WI S     -   0.99996267  x   0.99996130  =   0.99992397
 AI3073!UTM  15      -   0.99996267  x   1.00025351  =   1.00021617
 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|---------------------------------------------------------------------|
 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.No superseded survey control is available for this station.
 AI3073
 AI3073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ3049757649(NAD 83)
 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 - 2004
 AI3073
 AI3073  HISTORY     - Date     Condition        Report By
 AI3073  HISTORY     - 1999     MONUMENTED       WIDT
 AI3073  HISTORY     - 2004     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0844 ***********************************************************************
 PN0844  DESIGNATION -  83 6
 PN0844  PID         -  PN0844
 PN0844  STATE/COUNTY-  WI/BROWN
 PN0844  USGS QUAD   -  GREEN BAY WEST (1992)
 PN0844
 PN0844                         *CURRENT SURVEY CONTROL
 PN0844  ___________________________________________________________________
 PN0844* NAD 83(1986)-  44 30 59.     (N)    088 00 54.     (W)     SCALED    
 PN0844* NAVD 88     -       179.957  (meters)     590.41   (feet)  ADJUSTED  
 PN0844  ___________________________________________________________________
 PN0844  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 PN0844  DYNAMIC HT  -         179.934 (meters)     590.33  (feet)  COMP
 PN0844  MODELED GRAV-     980,489.1   (mgal)                       NAVD 88
 PN0844
 PN0844  VERT ORDER  -  FIRST     CLASS II
 PN0844
 PN0844.The horizontal coordinates were scaled from a topographic map and have
 PN0844.an estimated accuracy of +/- 6 seconds.
 PN0844
 PN0844.The orthometric height was determined by differential leveling
 PN0844.and adjusted by the National Geodetic Survey in June 1991..
 PN0844
 PN0844.The geoid height was determined by GEOID03.
 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     -    77,830.      757,800.      MT  (+/- 180 meters Scaled)
 PN0844
 PN0844                          SUPERSEDED SURVEY CONTROL
 PN0844
 PN0844.No superseded survey control is available for this station.
 PN0844
 PN0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ193297(NAD 83)
 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: USE   
 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       USE
 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 = OCTOBER  7, 2006
 PO0269 ***********************************************************************
 PO0269  DESIGNATION -  83 S 923
 PO0269  PID         -  PO0269
 PO0269  STATE/COUNTY-  WI/TREMPEALEAU
 PO0269  USGS QUAD   -  INDEPENDENCE (1973)
 PO0269
 PO0269                         *CURRENT SURVEY CONTROL
 PO0269  ___________________________________________________________________
 PO0269* NAD 83(1986)-  44 15 04.     (N)    091 29 26.     (W)     SCALED    
 PO0269* NAVD 88     -       226.550  (meters)     743.27   (feet)  ADJUSTED  
 PO0269  ___________________________________________________________________
 PO0269  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 PO0269  DYNAMIC HT  -         226.522 (meters)     743.18  (feet)  COMP
 PO0269  MODELED GRAV-     980,488.4   (mgal)                       NAVD 88
 PO0269
 PO0269  VERT ORDER  -  SECOND    CLASS 0
 PO0269
 PO0269.The horizontal coordinates were scaled from a topographic map and have
 PO0269.an estimated accuracy of +/- 6 seconds.
 PO0269
 PO0269.The orthometric height was determined by differential leveling
 PO0269.and adjusted by the National Geodetic Survey in June 1991..
 PO0269
 PO0269.The geoid height was determined by GEOID03.
 PO0269
 PO0269.The dynamic height is computed by dividing the NAVD 88
 PO0269.geopotential number by the normal gravity value computed on the
 PO0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0269.degrees latitude (g = 980.6199 gals.).
 PO0269
 PO0269.The modeled gravity was interpolated from observed gravity values.
 PO0269
 PO0269;                    North         East    Units  Estimated Accuracy
 PO0269;SPC WI C     -    47,520.      480,960.      MT  (+/- 180 meters Scaled)
 PO0269
 PO0269                          SUPERSEDED SURVEY CONTROL
 PO0269
 PO0269  NGVD 29 (??/??/92)  226.567  (m)          743.33   (f) ADJ UNCH    2 0
 PO0269
 PO0269.Superseded values are not recommended for survey control.
 PO0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0269.See file dsdata.txt to determine how the superseded data were derived.
 PO0269
 PO0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK205008(NAD 83)
 PO0269_MARKER: DD = SURVEY DISK
 PO0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0269+STABILITY: SURFACE MOTION
 PO0269
 PO0269  HISTORY     - Date     Condition        Report By
 PO0269  HISTORY     - UNK      MONUMENTED       USGS
 PO0269  HISTORY     - 1934     GOOD             NGS
 PO0269
 PO0269                          STATION DESCRIPTION
 PO0269
 PO0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PO0269'IN ARCADIA.
 PO0269'IN ARCADIA AT INTERSECTION OF MAIN AND OAK STREETS 38 FEET
 PO0269'NORTHEAST OF CENTER OF INTERSECTION OF STREETS 6.2 FEET SOUTH
 PO0269'OF CORNER OF ELM TREE 3.5 FEET SOUTH OF SOUTH EDGE OF CONCRETE
 PO0269'SIDEWALK FLUSH WITH THE GROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0245 ***********************************************************************
 PO0245  DESIGNATION -  83 S 923 A
 PO0245  PID         -  PO0245
 PO0245  STATE/COUNTY-  WI/JACKSON
 PO0245  USGS QUAD   -  HIXTON (1984)
 PO0245
 PO0245                         *CURRENT SURVEY CONTROL
 PO0245  ___________________________________________________________________
 PO0245* NAD 83(1986)-  44 23 09.     (N)    091 00 15.     (W)     SCALED    
 PO0245* NAVD 88     -       281.300  (meters)     922.90   (feet)  ADJUSTED  
 PO0245  ___________________________________________________________________
 PO0245  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 PO0245  DYNAMIC HT  -         281.257 (meters)     922.76  (feet)  COMP
 PO0245  MODELED GRAV-     980,458.1   (mgal)                       NAVD 88
 PO0245
 PO0245  VERT ORDER  -  SECOND    CLASS 0
 PO0245
 PO0245.The horizontal coordinates were scaled from a topographic map and have
 PO0245.an estimated accuracy of +/- 6 seconds.
 PO0245
 PO0245.The orthometric height was determined by differential leveling
 PO0245.and adjusted by the National Geodetic Survey in June 1991..
 PO0245
 PO0245.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0245.See file dsdata.txt to determine how the superseded data were derived.
 PO0245
 PO0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK589166(NAD 83)
 PO0245_MARKER: DD = SURVEY DISK
 PO0245_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PO0245_SP_SET: CONCRETE CULVERT
 PO0245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PO0245
 PO0245  HISTORY     - Date     Condition        Report By
 PO0245  HISTORY     - UNK      MONUMENTED       USGS
 PO0245  HISTORY     - 1934     POOR             NGS
 PO0245  HISTORY     - 20031118 MARK NOT FOUND   WIDT
 PO0245
 PO0245                          STATION DESCRIPTION
 PO0245
 PO0245'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 NH0736 ***********************************************************************
 NH0736  DESIGNATION -  834 USGS
 NH0736  PID         -  NH0736
 NH0736  STATE/COUNTY-  WI/LAFAYETTE
 NH0736  USGS QUAD   -  BLANCHARDVILLE (1962)
 NH0736
 NH0736                         *CURRENT SURVEY CONTROL
 NH0736  ___________________________________________________________________
 NH0736* NAD 83(1986)-  42 48 33.     (N)    089 51 48.     (W)     SCALED    
 NH0736* NAVD 88     -       253.926  (meters)     833.09   (feet)  ADJUSTED  
 NH0736  ___________________________________________________________________
 NH0736  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 NH0736  DYNAMIC HT  -         253.849 (meters)     832.84  (feet)  COMP
 NH0736  MODELED GRAV-     980,310.8   (mgal)                       NAVD 88
 NH0736
 NH0736  VERT ORDER  -  FIRST     CLASS II
 NH0736
 NH0736.The horizontal coordinates were scaled from a topographic map and have
 NH0736.an estimated accuracy of +/- 6 seconds.
 NH0736
 NH0736.The orthometric height was determined by differential leveling
 NH0736.and adjusted by the National Geodetic Survey in June 1991..
 NH0736
 NH0736.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0736.See file dsdata.txt to determine how the superseded data were derived.
 NH0736
 NH0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN658436(NAD 83)
 NH0736_MARKER: P = PIPE CAP
 NH0736_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NH0736_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NH0736_STAMPING: 834 WIS 1919
 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             NGS
 NH0736  HISTORY     - 19961005 MARK NOT FOUND   USPSQD
 NH0736  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 NH0736
 NH0736                          STATION DESCRIPTION
 NH0736
 NH0736'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 PO0205 ***********************************************************************
 PO0205  DESIGNATION -  840
 PO0205  PID         -  PO0205
 PO0205  STATE/COUNTY-  WI/CHIPPEWA
 PO0205  USGS QUAD   -  CHIPPEWA FALLS (1981)
 PO0205
 PO0205                         *CURRENT SURVEY CONTROL
 PO0205  ___________________________________________________________________
 PO0205* NAD 83(1986)-  44 56 09.     (N)    091 23 37.     (W)     SCALED    
 PO0205* NAVD 88     -       255.865  (meters)     839.45   (feet)  ADJUSTED  
 PO0205  ___________________________________________________________________
 PO0205  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 PO0205  DYNAMIC HT  -         255.842 (meters)     839.38  (feet)  COMP
 PO0205  MODELED GRAV-     980,518.2   (mgal)                       NAVD 88
 PO0205
 PO0205  VERT ORDER  -  SECOND    CLASS 0
 PO0205
 PO0205.The horizontal coordinates were scaled from a topographic map and have
 PO0205.an estimated accuracy of +/- 6 seconds.
 PO0205
 PO0205.The orthometric height was determined by differential leveling
 PO0205.and adjusted by the National Geodetic Survey in June 1991..
 PO0205
 PO0205.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0205.See file dsdata.txt to determine how the superseded data were derived.
 PO0205
 PO0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK267770(NAD 83)
 PO0205_MARKER: DD = SURVEY DISK
 PO0205_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PO0205_SP_SET: BUILDING
 PO0205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PO0205
 PO0205  HISTORY     - Date     Condition        Report By
 PO0205  HISTORY     - UNK      MONUMENTED       USGS
 PO0205  HISTORY     - 1934     GOOD             NGS
 PO0205  HISTORY     - 1959     MARK NOT FOUND   LOCSUR
 PO0205
 PO0205                          STATION DESCRIPTION
 PO0205
 PO0205'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 NH0741 ***********************************************************************
 NH0741  DESIGNATION -  854 USGS
 NH0741  PID         -  NH0741
 NH0741  STATE/COUNTY-  WI/IOWA
 NH0741  USGS QUAD   -  HOLLANDALE (1962)
 NH0741
 NH0741                         *CURRENT SURVEY CONTROL
 NH0741  ___________________________________________________________________
 NH0741* NAD 83(1986)-  42 52 38.     (N)    089 56 06.     (W)     SCALED    
 NH0741* NAVD 88     -       260.049  (meters)     853.18   (feet)  ADJUSTED  
 NH0741  ___________________________________________________________________
 NH0741  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 NH0741  DYNAMIC HT  -         259.972 (meters)     852.92  (feet)  COMP
 NH0741  MODELED GRAV-     980,318.4   (mgal)                       NAVD 88
 NH0741
 NH0741  VERT ORDER  -  FIRST     CLASS II
 NH0741
 NH0741.The horizontal coordinates were scaled from a topographic map and have
 NH0741.an estimated accuracy of +/- 6 seconds.
 NH0741
 NH0741.The orthometric height was determined by differential leveling
 NH0741.and adjusted by the National Geodetic Survey in June 1991..
 NH0741
 NH0741.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0741.See file dsdata.txt to determine how the superseded data were derived.
 NH0741
 NH0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN602513(NAD 83)
 NH0741_MARKER: P = PIPE CAP
 NH0741_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NH0741_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NH0741_STAMPING: 854 WIS 1919
 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             NGS
 NH0741  HISTORY     - 20060420 MARK NOT FOUND   JCLS
 NH0741
 NH0741                          STATION DESCRIPTION
 NH0741
 NH0741'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 OM0396 ***********************************************************************
 OM0396  DESIGNATION -  857
 OM0396  PID         -  OM0396
 OM0396  STATE/COUNTY-  WI/COLUMBIA
 OM0396  USGS QUAD   -  POYNETTE (1984)
 OM0396
 OM0396                         *CURRENT SURVEY CONTROL
 OM0396  ___________________________________________________________________
 OM0396* NAD 83(1986)-  43 23 32.     (N)    089 24 09.     (W)     SCALED    
 OM0396* NAVD 88     -       259.969  (meters)     852.91   (feet)  ADJUSTED  
 OM0396  ___________________________________________________________________
 OM0396  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 OM0396  DYNAMIC HT  -         259.905 (meters)     852.71  (feet)  COMP
 OM0396  MODELED GRAV-     980,367.3   (mgal)                       NAVD 88
 OM0396
 OM0396  VERT ORDER  -  SECOND    CLASS 0
 OM0396
 OM0396.The horizontal coordinates were scaled from a topographic map and have
 OM0396.an estimated accuracy of +/- 6 seconds.
 OM0396
 OM0396.The orthometric height was determined by differential leveling
 OM0396.and adjusted by the National Geodetic Survey in June 1991..
 OM0396
 OM0396.The geoid height was determined by GEOID03.
 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     -   154,840.      648,410.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0396.See file dsdata.txt to determine how the superseded data were derived.
 OM0396
 OM0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP054071(NAD 83)
 OM0396_MARKER: P = PIPE CAP
 OM0396_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OM0396_SP_SET: METAL PIPE DRIVEN INTO GROUND
 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     - UNK      MONUMENTED       USGS
 OM0396  HISTORY     - 1934     GOOD             NGS
 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 NATIONAL 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 = OCTOBER  7, 2006
 NH0784 ***********************************************************************
 NH0784  DESIGNATION -  868 WIS USGS
 NH0784  PID         -  NH0784
 NH0784  STATE/COUNTY-  WI/DANE
 NH0784  USGS QUAD   -  BELLEVILLE (1981)
 NH0784
 NH0784                         *CURRENT SURVEY CONTROL
 NH0784  ___________________________________________________________________
 NH0784* NAD 83(1986)-  42 51 35.     (N)    089 31 55.     (W)     SCALED    
 NH0784* NAVD 88     -       264.250  (meters)     866.96   (feet)  ADJUSTED  
 NH0784  ___________________________________________________________________
 NH0784  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 NH0784  DYNAMIC HT  -         264.177 (meters)     866.72  (feet)  COMP
 NH0784  MODELED GRAV-     980,336.4   (mgal)                       NAVD 88
 NH0784
 NH0784  VERT ORDER  -  SECOND    CLASS 0
 NH0784
 NH0784.The horizontal coordinates were scaled from a topographic map and have
 NH0784.an estimated accuracy of +/- 6 seconds.
 NH0784
 NH0784.The orthometric height was determined by differential leveling
 NH0784.and adjusted by the National Geodetic Survey in June 1991..
 NH0784
 NH0784.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0784.See file dsdata.txt to determine how the superseded data were derived.
 NH0784
 NH0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN931483(NAD 83)
 NH0784_MARKER: DB = BENCH MARK DISK
 NH0784_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NH0784_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NH0784_STAMPING: 868 WIS 1919
 NH0784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0784
 NH0784  HISTORY     - Date     Condition        Report By
 NH0784  HISTORY     - 1919     MONUMENTED       USGS
 NH0784  HISTORY     - 1934     GOOD             NGS
 NH0784  HISTORY     - 1965     GOOD             NGS
 NH0784
 NH0784                          STATION DESCRIPTION
 NH0784
 NH0784'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1965
 NH0784'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0742 ***********************************************************************
 NH0742  DESIGNATION -  874 USGS
 NH0742  PID         -  NH0742
 NH0742  STATE/COUNTY-  WI/IOWA
 NH0742  USGS QUAD   -  HOLLANDALE (1962)
 NH0742
 NH0742                         *CURRENT SURVEY CONTROL
 NH0742  ___________________________________________________________________
 NH0742* NAD 83(1986)-  42 53 33.     (N)    089 58 51.     (W)     SCALED    
 NH0742* NAVD 88     -       266.327  (meters)     873.77   (feet)  ADJUSTED  
 NH0742  ___________________________________________________________________
 NH0742  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 NH0742  DYNAMIC HT  -         266.247 (meters)     873.51  (feet)  COMP
 NH0742  MODELED GRAV-     980,314.4   (mgal)                       NAVD 88
 NH0742
 NH0742  VERT ORDER  -  FIRST     CLASS II
 NH0742
 NH0742.The horizontal coordinates were scaled from a topographic map and have
 NH0742.an estimated accuracy of +/- 6 seconds.
 NH0742
 NH0742.The orthometric height was determined by differential leveling
 NH0742.and adjusted by the National Geodetic Survey in June 1991..
 NH0742
 NH0742.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 NH0742
 NH0742.No superseded survey control is available for this station.
 NH0742
 NH0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN566531(NAD 83)
 NH0742_MARKER: P = PIPE CAP
 NH0742_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NH0742_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NH0742_STAMPING: 875 PRIM TRAV STA NO 3 RS 1919
 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             NGS
 NH0742
 NH0742                          STATION DESCRIPTION
 NH0742
 NH0742'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 NH0781 ***********************************************************************
 NH0781  DESIGNATION -  874 USGS
 NH0781  PID         -  NH0781
 NH0781  STATE/COUNTY-  WI/GREEN
 NH0781  USGS QUAD   -  BELLEVILLE (1981)
 NH0781
 NH0781                         *CURRENT SURVEY CONTROL
 NH0781  ___________________________________________________________________
 NH0781* NAD 83(1986)-  42 47 24.     (N)    089 35 03.     (W)     SCALED    
 NH0781* NAVD 88     -       266.224  (meters)     873.44   (feet)  ADJUSTED  
 NH0781  ___________________________________________________________________
 NH0781  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 NH0781  DYNAMIC HT  -         266.147 (meters)     873.18  (feet)  COMP
 NH0781  MODELED GRAV-     980,325.2   (mgal)                       NAVD 88
 NH0781
 NH0781  VERT ORDER  -  SECOND    CLASS 0
 NH0781
 NH0781.The horizontal coordinates were scaled from a topographic map and have
 NH0781.an estimated accuracy of +/- 6 seconds.
 NH0781
 NH0781.The orthometric height was determined by differential leveling
 NH0781.and adjusted by the National Geodetic Survey in June 1991..
 NH0781
 NH0781.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0781.See file dsdata.txt to determine how the superseded data were derived.
 NH0781
 NH0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN886407(NAD 83)
 NH0781_MARKER: DB = BENCH MARK DISK
 NH0781_SETTING: 66 = SET IN ROCK OUTCROP
 NH0781_SP_SET: ROCK OUTCROP
 NH0781_STAMPING: WIS-874-1919
 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             NGS
 NH0781  HISTORY     - 1970     GOOD             NGS
 NH0781  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH0781
 NH0781                          STATION DESCRIPTION
 NH0781
 NH0781'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 ON0059 ***********************************************************************
 ON0059  DESIGNATION -  877
 ON0059  PID         -  ON0059
 ON0059  STATE/COUNTY-  WI/JUNEAU
 ON0059  USGS QUAD   -  MAUSTON (1983)
 ON0059
 ON0059                         *CURRENT SURVEY CONTROL
 ON0059  ___________________________________________________________________
 ON0059* NAD 83(1986)-  43 46 01.     (N)    090 00 19.     (W)     SCALED    
 ON0059* NAVD 88     -       267.204  (meters)     876.65   (feet)  ADJUSTED  
 ON0059  ___________________________________________________________________
 ON0059  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 ON0059  DYNAMIC HT  -         267.142 (meters)     876.45  (feet)  COMP
 ON0059  MODELED GRAV-     980,380.5   (mgal)                       NAVD 88
 ON0059
 ON0059  VERT ORDER  -  SECOND    CLASS 0
 ON0059
 ON0059.The horizontal coordinates were scaled from a topographic map and have
 ON0059.an estimated accuracy of +/- 6 seconds.
 ON0059
 ON0059.The orthometric height was determined by differential leveling
 ON0059.and adjusted by the National Geodetic Survey in June 1991..
 ON0059
 ON0059.The geoid height was determined by GEOID03.
 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     -   196,290.      599,580.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0059.See file dsdata.txt to determine how the superseded data were derived.
 ON0059
 ON0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ410503(NAD 83)
 ON0059_MARKER: DD = SURVEY DISK
 ON0059_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ON0059_SP_SET: BRIDGE
 ON0059_STAMPING: WIS 877 1919
 ON0059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0059
 ON0059  HISTORY     - Date     Condition        Report By
 ON0059  HISTORY     - 1919     MONUMENTED       USGS
 ON0059  HISTORY     - 1934     GOOD             NGS
 ON0059  HISTORY     - 20031014 MARK NOT FOUND   USPSQD
 ON0059
 ON0059                          STATION DESCRIPTION
 ON0059
 ON0059'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 AH5302 ***********************************************************************
 AH5302  PACS        -  This is a Primary Airport Control Station.
 AH5302  DESIGNATION -  87Y A
 AH5302  PID         -  AH5302
 AH5302  STATE/COUNTY-  WI/DANE
 AH5302  USGS QUAD   -  COTTAGE GROVE (1982)
 AH5302
 AH5302                         *CURRENT SURVEY CONTROL
 AH5302  ___________________________________________________________________
 AH5302* NAD 83(1997)-  43 06 17.87471(N)    089 10 50.54494(W)     ADJUSTED  
 AH5302* NAVD 88     -       274.600  (meters)     900.92   (feet)  ADJUSTED  
 AH5302  ___________________________________________________________________
 AH5302  X           -      66,692.353 (meters)                     COMP
 AH5302  Y           -  -4,663,691.231 (meters)                     COMP
 AH5302  Z           -   4,336,186.873 (meters)                     COMP
 AH5302  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 AH5302  ELLIP HEIGHT-         240.15  (meters)          (04/28/99) GPS OBS
 AH5302  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 AH5302  DYNAMIC HT  -         274.526 (meters)     900.67  (feet)  COMP
 AH5302  MODELED GRAV-     980,343.6   (mgal)                       NAVD 88
 AH5302
 AH5302  HORZ ORDER  -  A
 AH5302  VERT ORDER  -  SECOND    CLASS I
 AH5302  ELLP ORDER  -  THIRD     CLASS I
 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 April 1999..
 AH5302
 AH5302.The orthometric height was determined by differential leveling
 AH5302.and adjusted by the National Geodetic Survey in February 2004..
 AH5302
 AH5302.Photographs are available 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 DEFLEC99 derived deflections.
 AH5302
 AH5302.The ellipsoidal height was determined by GPS observations
 AH5302.and is referenced to NAD 83.
 AH5302
 AH5302.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AH5302;SPC WI S     -   123,078.539   666,687.434   MT  0.99994585   +0 33 46.6
 AH5302;SPC WI S     -   403,800.17  2,187,290.36   sFT  0.99994585   +0 33 46.6
 AH5302;UTM  16      - 4,774,779.210   322,554.131   MT  0.99998736   -1 29 26.0
 AH5302
 AH5302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5302!SPC WI S     -   0.99996234  x   0.99994585  =   0.99990819
 AH5302!UTM  16      -   0.99996234  x   0.99998736  =   0.99994970
 AH5302
 AH5302:                Primary Azimuth Mark                     Grid Az
 AH5302:SPC WI S     -  COTTAGE GROVE GPS                        006 01 40.9
 AH5302:UTM  16      -  COTTAGE GROVE GPS                        008 04 53.5
 AH5302
 AH5302|---------------------------------------------------------------------|
 AH5302| PID    Reference Object                     Distance      Geod. Az  |
 AH5302|                                                           dddmmss.s |
 AH5302| OM1258 COTTAGE GROVE GPS                   APPROX. 0.6 KM 0063527.5 |
 AH5302|---------------------------------------------------------------------|
 AH5302
 AH5302                          SUPERSEDED SURVEY CONTROL
 AH5302
 AH5302.No superseded survey control is available for this station.
 AH5302
 AH5302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2255474779(NAD 83)
 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 - 2001
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0053 ***********************************************************************
 ON0053  DESIGNATION -  884
 ON0053  PID         -  ON0053
 ON0053  STATE/COUNTY-  WI/JUNEAU
 ON0053  USGS QUAD   -  MAUSTON (1983)
 ON0053
 ON0053                         *CURRENT SURVEY CONTROL
 ON0053  ___________________________________________________________________
 ON0053* NAD 83(1986)-  43 47 47.     (N)    090 04 45.     (W)     SCALED    
 ON0053* NAVD 88     -       269.307  (meters)     883.55   (feet)  ADJUSTED  
 ON0053  ___________________________________________________________________
 ON0053  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 ON0053  DYNAMIC HT  -         269.246 (meters)     883.35  (feet)  COMP
 ON0053  MODELED GRAV-     980,386.1   (mgal)                       NAVD 88
 ON0053
 ON0053  VERT ORDER  -  SECOND    CLASS 0
 ON0053
 ON0053.The horizontal coordinates were scaled from a topographic map and have
 ON0053.an estimated accuracy of +/- 6 seconds.
 ON0053
 ON0053.The orthometric height was determined by differential leveling
 ON0053.and adjusted by the National Geodetic Survey in June 1991..
 ON0053
 ON0053.The geoid height was determined by GEOID03.
 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     -   199,570.      593,630.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0053.See file dsdata.txt to determine how the superseded data were derived.
 ON0053
 ON0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ349534(NAD 83)
 ON0053_MARKER: P = PIPE CAP
 ON0053_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ON0053_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ON0053_STAMPING: WIS 884 1919
 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             NGS
 ON0053
 ON0053                          STATION DESCRIPTION
 ON0053
 ON0053'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 OM0407 ***********************************************************************
 OM0407  DESIGNATION -  887
 OM0407  PID         -  OM0407
 OM0407  STATE/COUNTY-  WI/DANE
 OM0407  USGS QUAD   -  DE FOREST (1983)
 OM0407
 OM0407                         *CURRENT SURVEY CONTROL
 OM0407  ___________________________________________________________________
 OM0407* NAD 83(1986)-  43 12 43.     (N)    089 20 26.     (W)     SCALED    
 OM0407* NAVD 88     -       270.296  (meters)     886.80   (feet)  ADJUSTED  
 OM0407  ___________________________________________________________________
 OM0407  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 OM0407  DYNAMIC HT  -         270.224 (meters)     886.56  (feet)  COMP
 OM0407  MODELED GRAV-     980,344.8   (mgal)                       NAVD 88
 OM0407
 OM0407  VERT ORDER  -  SECOND    CLASS 0
 OM0407
 OM0407.The horizontal coordinates were scaled from a topographic map and have
 OM0407.an estimated accuracy of +/- 6 seconds.
 OM0407
 OM0407.The orthometric height was determined by differential leveling
 OM0407.and adjusted by the National Geodetic Survey in June 1991..
 OM0407
 OM0407.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0407.See file dsdata.txt to determine how the superseded data were derived.
 OM0407
 OM0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN098870(NAD 83)
 OM0407_MARKER: DB = BENCH MARK DISK
 OM0407_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OM0407_SP_SET: CULVERT
 OM0407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0407
 OM0407  HISTORY     - Date     Condition        Report By
 OM0407  HISTORY     - UNK      MONUMENTED       USGS
 OM0407  HISTORY     - 1934     GOOD             NGS
 OM0407  HISTORY     - 1953     GOOD             NGS
 OM0407  HISTORY     - 20001010 MARK NOT FOUND   WIDT
 OM0407
 OM0407                          STATION DESCRIPTION
 OM0407
 OM0407'DESCRIBED BY NATIONAL 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 NATIONAL 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 = OCTOBER  7, 2006
 NH0437 ***********************************************************************
 NH0437  DESIGNATION -  887 WIS
 NH0437  PID         -  NH0437
 NH0437  STATE/COUNTY-  WI/ROCK
 NH0437  USGS QUAD   -  ORFORDVILLE (1971)
 NH0437
 NH0437                         *CURRENT SURVEY CONTROL
 NH0437  ___________________________________________________________________
 NH0437* NAD 83(1986)-  42 37 40.     (N)    089 15 20.     (W)     SCALED    
 NH0437* NAVD 88     -       270.487  (meters)     887.42   (feet)  ADJUSTED  
 NH0437  ___________________________________________________________________
 NH0437  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 NH0437  DYNAMIC HT  -         270.405 (meters)     887.15  (feet)  COMP
 NH0437  MODELED GRAV-     980,309.0   (mgal)                       NAVD 88
 NH0437
 NH0437  VERT ORDER  -  SECOND    CLASS 0
 NH0437
 NH0437.The horizontal coordinates were scaled from a topographic map and have
 NH0437.an estimated accuracy of +/- 6 seconds.
 NH0437
 NH0437.The orthometric height was determined by differential leveling
 NH0437.and adjusted by the National Geodetic Survey in June 1991..
 NH0437
 NH0437.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0437.See file dsdata.txt to determine how the superseded data were derived.
 NH0437
 NH0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN150219(NAD 83)
 NH0437_MARKER: P = PIPE CAP
 NH0437_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NH0437_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NH0437_STAMPING: 887-WIS-1919
 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             NGS
 NH0437  HISTORY     - 1971     MARK NOT FOUND   NGS
 NH0437  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH0437
 NH0437                          STATION DESCRIPTION
 NH0437
 NH0437'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 OM0424 ***********************************************************************
 OM0424  DESIGNATION -  895
 OM0424  PID         -  OM0424
 OM0424  STATE/COUNTY-  WI/DANE
 OM0424  USGS QUAD   -  MADISON WEST (1983)
 OM0424
 OM0424                         *CURRENT SURVEY CONTROL
 OM0424  ___________________________________________________________________
 OM0424* NAD 83(1986)-  43 00 32.     (N)    089 23 33.     (W)     SCALED    
 OM0424* NAVD 88     -       272.705  (meters)     894.70   (feet)  ADJUSTED  
 OM0424  ___________________________________________________________________
 OM0424  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 OM0424  DYNAMIC HT  -         272.631 (meters)     894.46  (feet)  COMP
 OM0424  MODELED GRAV-     980,343.7   (mgal)                       NAVD 88
 OM0424
 OM0424  VERT ORDER  -  SECOND    CLASS 0
 OM0424
 OM0424.The horizontal coordinates were scaled from a topographic map and have
 OM0424.an estimated accuracy of +/- 6 seconds.
 OM0424
 OM0424.The orthometric height was determined by differential leveling
 OM0424.and adjusted by the National Geodetic Survey in June 1991..
 OM0424
 OM0424.The geoid height was determined by GEOID03.
 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     -   112,260.      649,530.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0424.See file dsdata.txt to determine how the superseded data were derived.
 OM0424
 OM0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN050645(NAD 83)
 OM0424_MARKER: DD = SURVEY DISK
 OM0424_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OM0424_SP_SET: BRIDGE
 OM0424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0424
 OM0424  HISTORY     - Date     Condition        Report By
 OM0424  HISTORY     - UNK      MONUMENTED       USGS
 OM0424  HISTORY     - 1934     GOOD             NGS
 OM0424  HISTORY     - 1948     GOOD             USGS
 OM0424
 OM0424                          STATION DESCRIPTION
 OM0424
 OM0424'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 NH0789 ***********************************************************************
 NH0789  DESIGNATION -  895 USGS
 NH0789  PID         -  NH0789
 NH0789  STATE/COUNTY-  WI/DANE
 NH0789  USGS QUAD   -  VERONA (1982)
 NH0789
 NH0789                         *CURRENT SURVEY CONTROL
 NH0789  ___________________________________________________________________
 NH0789* NAD 83(1986)-  42 54 01.     (N)    089 31 22.     (W)     SCALED    
 NH0789* NAVD 88     -       272.408  (meters)     893.73   (feet)  ADJUSTED  
 NH0789  ___________________________________________________________________
 NH0789  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 NH0789  DYNAMIC HT  -         272.332 (meters)     893.48  (feet)  COMP
 NH0789  MODELED GRAV-     980,332.3   (mgal)                       NAVD 88
 NH0789
 NH0789  VERT ORDER  -  SECOND    CLASS 0
 NH0789
 NH0789.The horizontal coordinates were scaled from a topographic map and have
 NH0789.an estimated accuracy of +/- 6 seconds.
 NH0789
 NH0789.The orthometric height was determined by differential leveling
 NH0789.and adjusted by the National Geodetic Survey in June 1991..
 NH0789
 NH0789.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0789.See file dsdata.txt to determine how the superseded data were derived.
 NH0789
 NH0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN940528(NAD 83)
 NH0789_MARKER: P = PIPE CAP
 NH0789_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NH0789_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NH0789_STAMPING: PTS 1 WIS 1919 895
 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             NGS
 NH0789
 NH0789                          STATION DESCRIPTION
 NH0789
 NH0789'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 ON0047 ***********************************************************************
 ON0047  DESIGNATION -  896
 ON0047  PID         -  ON0047
 ON0047  STATE/COUNTY-  WI/JUNEAU
 ON0047  USGS QUAD   -  NEW LISBON NORTH (1983)
 ON0047
 ON0047                         *CURRENT SURVEY CONTROL
 ON0047  ___________________________________________________________________
 ON0047* NAD 83(1986)-  43 53 59.     (N)    090 13 27.     (W)     SCALED    
 ON0047* NAVD 88     -       273.068  (meters)     895.89   (feet)  ADJUSTED  
 ON0047  ___________________________________________________________________
 ON0047  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 ON0047  DYNAMIC HT  -         273.008 (meters)     895.69  (feet)  COMP
 ON0047  MODELED GRAV-     980,392.8   (mgal)                       NAVD 88
 ON0047
 ON0047  VERT ORDER  -  SECOND    CLASS 0
 ON0047
 ON0047.The horizontal coordinates were scaled from a topographic map and have
 ON0047.an estimated accuracy of +/- 6 seconds.
 ON0047
 ON0047.The orthometric height was determined by differential leveling
 ON0047.and adjusted by the National Geodetic Survey in June 1991..
 ON0047
 ON0047.The geoid height was determined by GEOID03.
 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     -   211,070.      581,990.      MT  (+/- 180 meters Scaled)
 ON0047
 ON0047                          SUPERSEDED SURVEY CONTROL
 ON0047
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0047.See file dsdata.txt to determine how the superseded data were derived.
 ON0047
 ON0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ229644(NAD 83)
 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 - October 14, 2002
 ON0047
 ON0047  HISTORY     - Date     Condition        Report By
 ON0047  HISTORY     - 1919     MONUMENTED       USGS
 ON0047  HISTORY     - 1934     GOOD             NGS
 ON0047  HISTORY     - 20021014 GOOD             WIDT
 ON0047
 ON0047                          STATION DESCRIPTION
 ON0047
 ON0047'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO1480 ***********************************************************************
 QO1480  DESIGNATION -  9
 QO1480  PID         -  QO1480
 QO1480  STATE/COUNTY-  WI/ST CROIX
 QO1480  USGS QUAD   -  STILLWATER (1993)
 QO1480
 QO1480                         *CURRENT SURVEY CONTROL
 QO1480  ___________________________________________________________________
 QO1480* NAD 83(1991)-  45 02 55.05032(N)    092 46 59.58136(W)     ADJUSTED  
 QO1480* NAVD 88     -       266.2    (meters)     873.     (feet)  VERTCON   
 QO1480  ___________________________________________________________________
 QO1480  LAPLACE CORR-         -13.31  (seconds)                    DEFLEC99
 QO1480  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 QO1480
 QO1480  HORZ ORDER  -  SECOND
 QO1480
 QO1480.The horizontal coordinates were established by classical geodetic methods
 QO1480.and adjusted by the National Geodetic Survey in March 1999..
 QO1480
 QO1480.The NAVD 88 height was computed by applying the VERTCON shift value to
 QO1480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QO1480
 QO1480.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO1480
 QO1480.The geoid height was determined by GEOID03.
 QO1480
 QO1480;                    North         East     Units Scale Factor Converg.
 QO1480;SPC WI C     -   138,799.583   380,792.771   MT  0.99994522   -1 57 49.6
 QO1480;SPC WI C     -   455,378.30  1,249,317.62   sFT  0.99994522   -1 57 49.6
 QO1480;UTM  15      - 4,988,374.910   517,071.355   MT  0.99960358   +0 09 12.3
 QO1480
 QO1480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1480!SPC WI C     -   0.99996268  x   0.99994522  =   0.99990791
 QO1480!UTM  15      -   0.99996268  x   0.99960358  =   0.99956628
 QO1480
 QO1480:                Primary Azimuth Mark                     Grid Az
 QO1480:SPC WI C     -  BAYPORT NORTHERN STATES CO STK           172 36 49.6
 QO1480:UTM  15      -  BAYPORT NORTHERN STATES CO STK           170 29 47.7
 QO1480
 QO1480|---------------------------------------------------------------------|
 QO1480| PID    Reference Object                     Distance      Geod. Az  |
 QO1480|                                                           dddmmss.s |
 QO1480| QO1479 BAYPORT NORTHERN STATES CO STK      APPROX. 2.1 KM 1703900.0 |
 QO1480|---------------------------------------------------------------------|
 QO1480
 QO1480                          SUPERSEDED SURVEY CONTROL
 QO1480
 QO1480  NAD 83(1991)-  45 02 55.04470(N)    092 46 59.57944(W) AD(       ) 2
 QO1480  NAD 83(1986)-  45 02 55.04279(N)    092 46 59.57482(W) AD(       ) 2
 QO1480  NAD 27      -  45 02 55.16283(N)    092 46 58.83293(W) AD(       ) 2
 QO1480  NGVD 29 (07/19/86)  266.2    (m)          873.     (f) VERT ANG       
 QO1480
 QO1480.Superseded values are not recommended for survey control.
 QO1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1480.See file dsdata.txt to determine how the superseded data were derived.
 QO1480
 QO1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1707188375(NAD 83)
 QO1480_MARKER: I = METAL ROD
 QO1480_SETTING: 0 = UNSPECIFIED SETTING
 QO1480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1480
 QO1480  HISTORY     - Date     Condition        Report By
 QO1480  HISTORY     - 1973     MONUMENTED       WIDT
 QO1480  HISTORY     - 1974     GOOD             MNDT
 QO1480
 QO1480                          STATION DESCRIPTION
 QO1480
 QO1480'DESCRIBED BY MN DEPT OF TRANSP 1974 (DKH)
 QO1480'THE STATION IS LOCATED 4.0 MILES NORTH-NORTHWEST OF HUDSON,
 QO1480'WISCONSIN IN THE NORTHEAST QUARTER OF SECTION 34, T30N, R20W, ON
 QO1480'THE SOUTHWEST SIDE OF TRUNK HIGHWAY 35 APPROXIMATELY 250 FEET
 QO1480'SOUTH OF THE ENTRANCE TO JOHN GARNERS PROPERTY.
 QO1480'
 QO1480'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 35 AND
 QO1480'COUNTY ROAD E NEAR HOULTON, GO SOUTH ON TRUNK HIGHWAY 35 FOR
 QO1480'1.0 MILE TO THE STATION ON THE RIGHT.
 QO1480'
 QO1480'THE STATION MARK, A 3/4 IN IRON PIN WITH A PLASTIC CAP STAMPED
 QO1480'D.O.T. SET BY THE WISCONSIN DEPARTMENT OF TRANSPORTATION, IS
 QO1480'FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 66.5 FEET
 QO1480'SOUTHWEST OF THE SOUTHWEST EDGE OF TRUNK HIGHWAY 35, 1.6 FEET
 QO1480'NORTHEAST OF A FENCE, 15.70 FEET SOUTHEAST OF A WOOD FENCE POST,
 QO1480'AND 22.17 FEET NORTHEAST OF A WOOD FENCE POST.
 QO1480'
 QO1480'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0347 ***********************************************************************
 QN0347  DESIGNATION -  9 DWB
 QN0347  PID         -  QN0347
 QN0347  STATE/COUNTY-  WI/SAWYER
 QN0347  USGS QUAD   -  RESERVE (1971)
 QN0347
 QN0347                         *CURRENT SURVEY CONTROL
 QN0347  ___________________________________________________________________
 QN0347* NAD 83(1986)-  45 57 16.     (N)    091 29 53.     (W)     SCALED    
 QN0347* NAVD 88     -       389.295  (meters)    1277.21   (feet)  ADJUSTED  
 QN0347  ___________________________________________________________________
 QN0347  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 QN0347  DYNAMIC HT  -         389.290 (meters)    1277.20  (feet)  COMP
 QN0347  MODELED GRAV-     980,590.5   (mgal)                       NAVD 88
 QN0347
 QN0347  VERT ORDER  -  FIRST     CLASS II
 QN0347
 QN0347.The horizontal coordinates were scaled from a topographic map and have
 QN0347.an estimated accuracy of +/- 6 seconds.
 QN0347
 QN0347.The orthometric height was determined by differential leveling
 QN0347.and adjusted by the National Geodetic Survey in June 1991..
 QN0347
 QN0347.The geoid height was determined by GEOID03.
 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     -    88,650.      483,870.      MT  (+/- 180 meters Scaled)
 QN0347
 QN0347                          SUPERSEDED SURVEY CONTROL
 QN0347
 QN0347.No superseded survey control is available for this station.
 QN0347
 QN0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL163900(NAD 83)
 QN0347_MARKER: DB = BENCH MARK DISK
 QN0347_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QN0347_SP_SET: COPPER-CLAD STEEL ROD
 QN0347_STAMPING: 9 DWB 1971
 QN0347_PROJECTION: PROJECTING 15 CENTIMETERS
 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 = OCTOBER  7, 2006
 PN0682 ***********************************************************************
 PN0682  DESIGNATION -  902 0200 FLAGPOLE USLS
 PN0682  PID         -  PN0682
 PN0682  STATE/COUNTY-  WI/WINNEBAGO
 PN0682  USGS QUAD   -  NEENAH (1992)
 PN0682
 PN0682                         *CURRENT SURVEY CONTROL
 PN0682  ___________________________________________________________________
 PN0682* NAD 83(1986)-  44 10 12.     (N)    088 26 12.     (W)     SCALED    
 PN0682* NAVD 88     -       229.721  (meters)     753.68   (feet)  ADJUSTED  
 PN0682  ___________________________________________________________________
 PN0682  GEOID HEIGHT-         -36.28  (meters)                     GEOID03
 PN0682  DYNAMIC HT  -         229.680 (meters)     753.54  (feet)  COMP
 PN0682  MODELED GRAV-     980,435.1   (mgal)                       NAVD 88
 PN0682
 PN0682  VERT ORDER  -  FIRST     CLASS 0
 PN0682
 PN0682.The horizontal coordinates were scaled from a topographic map and have
 PN0682.an estimated accuracy of +/- 6 seconds.
 PN0682
 PN0682.The orthometric height was determined by differential leveling
 PN0682.and adjusted by the National Geodetic Survey in June 1991..
 PN0682
 PN0682.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 PN0682
 PN0682.No superseded survey control is available for this station.
 PN0682
 PN0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP851917(NAD 83)
 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 = OCTOBER  7, 2006
 PN0680 ***********************************************************************
 PN0680  DESIGNATION -  902 0200 KIMBERLY HOME
 PN0680  PID         -  PN0680
 PN0680  STATE/COUNTY-  WI/WINNEBAGO
 PN0680  USGS QUAD   -  NEENAH (1992)
 PN0680
 PN0680                         *CURRENT SURVEY CONTROL
 PN0680  ___________________________________________________________________
 PN0680* NAD 83(1986)-  44 10 12.     (N)    088 26 12.     (W)     SCALED    
 PN0680* NAVD 88     -       228.353  (meters)     749.19   (feet)  ADJUSTED  
 PN0680  ___________________________________________________________________
 PN0680  GEOID HEIGHT-         -36.28  (meters)                     GEOID03
 PN0680  DYNAMIC HT  -         228.312 (meters)     749.05  (feet)  COMP
 PN0680  MODELED GRAV-     980,435.1   (mgal)                       NAVD 88
 PN0680
 PN0680  VERT ORDER  -  FIRST     CLASS 0
 PN0680
 PN0680.The horizontal coordinates were scaled from a topographic map and have
 PN0680.an estimated accuracy of +/- 6 seconds.
 PN0680
 PN0680.The orthometric height was determined by differential leveling
 PN0680.and adjusted by the National Geodetic Survey in June 1991..
 PN0680
 PN0680.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 PN0680
 PN0680.No superseded survey control is available for this station.
 PN0680
 PN0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP851917(NAD 83)
 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 = OCTOBER  7, 2006
 PN0683 ***********************************************************************
 PN0683  DESIGNATION -  902 0200 OVAL USLS
 PN0683  PID         -  PN0683
 PN0683  STATE/COUNTY-  WI/WINNEBAGO
 PN0683  USGS QUAD   -  NEENAH (1992)
 PN0683
 PN0683                         *CURRENT SURVEY CONTROL
 PN0683  ___________________________________________________________________
 PN0683* NAD 83(1986)-  44 10 12.     (N)    088 26 12.     (W)     SCALED    
 PN0683* NAVD 88     -       228.402  (meters)     749.35   (feet)  ADJUSTED  
 PN0683  ___________________________________________________________________
 PN0683  GEOID HEIGHT-         -36.28  (meters)                     GEOID03
 PN0683  DYNAMIC HT  -         228.361 (meters)     749.21  (feet)  COMP
 PN0683  MODELED GRAV-     980,435.1   (mgal)                       NAVD 88
 PN0683
 PN0683  VERT ORDER  -  FIRST     CLASS 0
 PN0683
 PN0683.The horizontal coordinates were scaled from a topographic map and have
 PN0683.an estimated accuracy of +/- 6 seconds.
 PN0683
 PN0683.The orthometric height was determined by differential leveling
 PN0683.and adjusted by the National Geodetic Survey in June 1991..
 PN0683
 PN0683.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 PN0683
 PN0683.No superseded survey control is available for this station.
 PN0683
 PN0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP851917(NAD 83)
 PN0683_MARKER: I = METAL ROD
 PN0683_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PN0683_SP_SET: COPPER-CLAD STEEL ROD
 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 = OCTOBER  7, 2006
 PN0681 ***********************************************************************
 PN0681  DESIGNATION -  902 0200 STEEL PILE USLS
 PN0681  PID         -  PN0681
 PN0681  STATE/COUNTY-  WI/WINNEBAGO
 PN0681  USGS QUAD   -  NEENAH (1992)
 PN0681
 PN0681                         *CURRENT SURVEY CONTROL
 PN0681  ___________________________________________________________________
 PN0681* NAD 83(1986)-  44 10 12.     (N)    088 26 12.     (W)     SCALED    
 PN0681* NAVD 88     -       228.349  (meters)     749.17   (feet)  ADJUSTED  
 PN0681  ___________________________________________________________________
 PN0681  GEOID HEIGHT-         -36.28  (meters)                     GEOID03
 PN0681  DYNAMIC HT  -         228.308 (meters)     749.04  (feet)  COMP
 PN0681  MODELED GRAV-     980,435.1   (mgal)                       NAVD 88
 PN0681
 PN0681  VERT ORDER  -  FIRST     CLASS 0
 PN0681
 PN0681.The horizontal coordinates were scaled from a topographic map and have
 PN0681.an estimated accuracy of +/- 6 seconds.
 PN0681
 PN0681.The orthometric height was determined by differential leveling
 PN0681.and adjusted by the National Geodetic Survey in June 1991..
 PN0681
 PN0681.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 PN0681
 PN0681.No superseded survey control is available for this station.
 PN0681
 PN0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP851917(NAD 83)
 PN0681_MARKER: Z = SEE DESCRIPTION
 PN0681_SETTING: 33 = SET IN A PILE OR POLE (E.G., SPIKE IN UTILITY POLE)
 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 = OCTOBER  7, 2006
 PN0696 ***********************************************************************
 PN0696  DESIGNATION -  902 0220 IRVING USLS
 PN0696  PID         -  PN0696
 PN0696  STATE/COUNTY-  WI/WINNEBAGO
 PN0696  USGS QUAD   -  OSHKOSH (1992)
 PN0696
 PN0696                         *CURRENT SURVEY CONTROL
 PN0696  ___________________________________________________________________
 PN0696* NAD 83(1986)-  44 01 30.     (N)    088 31 18.     (W)     SCALED    
 PN0696* NAVD 88     -       228.541  (meters)     749.80   (feet)  ADJUSTED  
 PN0696  ___________________________________________________________________
 PN0696  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 PN0696  DYNAMIC HT  -         228.498 (meters)     749.66  (feet)  COMP
 PN0696  MODELED GRAV-     980,422.3   (mgal)                       NAVD 88
 PN0696
 PN0696  VERT ORDER  -  FIRST     CLASS 0
 PN0696
 PN0696.The horizontal coordinates were scaled from a topographic map and have
 PN0696.an estimated accuracy of +/- 6 seconds.
 PN0696
 PN0696.The orthometric height was determined by differential leveling
 PN0696.and adjusted by the National Geodetic Survey in June 1991..
 PN0696
 PN0696.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 PN0696
 PN0696.No superseded survey control is available for this station.
 PN0696
 PN0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP780757(NAD 83)
 PN0696_MARKER: I = METAL ROD
 PN0696_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PN0696_SP_SET: COPPER-CLAD STEEL ROD
 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 = OCTOBER  7, 2006
 PN0699 ***********************************************************************
 PN0699  DESIGNATION -  902 0220 MAST USLS
 PN0699  PID         -  PN0699
 PN0699  STATE/COUNTY-  WI/WINNEBAGO
 PN0699  USGS QUAD   -  OSHKOSH (1992)
 PN0699
 PN0699                         *CURRENT SURVEY CONTROL
 PN0699  ___________________________________________________________________
 PN0699* NAD 83(1986)-  44 01 30.     (N)    088 31 12.     (W)     SCALED    
 PN0699* NAVD 88     -       228.409  (meters)     749.37   (feet)  ADJUSTED  
 PN0699  ___________________________________________________________________
 PN0699  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 PN0699  DYNAMIC HT  -         228.365 (meters)     749.23  (feet)  COMP
 PN0699  MODELED GRAV-     980,422.5   (mgal)                       NAVD 88
 PN0699
 PN0699  VERT ORDER  -  FIRST     CLASS 0
 PN0699
 PN0699.The horizontal coordinates were scaled from a topographic map and have
 PN0699.an estimated accuracy of +/- 6 seconds.
 PN0699
 PN0699.The orthometric height was determined by differential leveling
 PN0699.and adjusted by the National Geodetic Survey in June 1991..
 PN0699
 PN0699.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 PN0699
 PN0699.No superseded survey control is available for this station.
 PN0699
 PN0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP781757(NAD 83)
 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 = OCTOBER  7, 2006
 PN0697 ***********************************************************************
 PN0697  DESIGNATION -  902 0220 MENOMINEE USLS
 PN0697  PID         -  PN0697
 PN0697  STATE/COUNTY-  WI/WINNEBAGO
 PN0697  USGS QUAD   -  OSHKOSH (1992)
 PN0697
 PN0697                         *CURRENT SURVEY CONTROL
 PN0697  ___________________________________________________________________
 PN0697* NAD 83(1986)-  44 01 30.     (N)    088 31 12.     (W)     SCALED    
 PN0697* NAVD 88     -       228.381  (meters)     749.28   (feet)  ADJUSTED  
 PN0697  ___________________________________________________________________
 PN0697  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 PN0697  DYNAMIC HT  -         228.338 (meters)     749.14  (feet)  COMP
 PN0697  MODELED GRAV-     980,422.5   (mgal)                       NAVD 88
 PN0697
 PN0697  VERT ORDER  -  FIRST     CLASS 0
 PN0697
 PN0697.The horizontal coordinates were scaled from a topographic map and have
 PN0697.an estimated accuracy of +/- 6 seconds.
 PN0697
 PN0697.The orthometric height was determined by differential leveling
 PN0697.and adjusted by the National Geodetic Survey in June 1991..
 PN0697
 PN0697.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 PN0697
 PN0697.No superseded survey control is available for this station.
 PN0697
 PN0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP781757(NAD 83)
 PN0697_MARKER: I = METAL ROD
 PN0697_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PN0697_SP_SET: COPPER-CLAD STEEL ROD
 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 = OCTOBER  7, 2006
 PN0698 ***********************************************************************
 PN0698  DESIGNATION -  902 0220 RESERVE USLS
 PN0698  PID         -  PN0698
 PN0698  STATE/COUNTY-  WI/WINNEBAGO
 PN0698  USGS QUAD   -  OSHKOSH (1992)
 PN0698
 PN0698                         *CURRENT SURVEY CONTROL
 PN0698  ___________________________________________________________________
 PN0698* NAD 83(1986)-  44 01 30.     (N)    088 31 12.     (W)     SCALED    
 PN0698* NAVD 88     -       228.166  (meters)     748.57   (feet)  ADJUSTED  
 PN0698  ___________________________________________________________________
 PN0698  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 PN0698  DYNAMIC HT  -         228.122 (meters)     748.43  (feet)  COMP
 PN0698  MODELED GRAV-     980,422.5   (mgal)                       NAVD 88
 PN0698
 PN0698  VERT ORDER  -  FIRST     CLASS 0
 PN0698
 PN0698.The horizontal coordinates were scaled from a topographic map and have
 PN0698.an estimated accuracy of +/- 6 seconds.
 PN0698
 PN0698.The orthometric height was determined by differential leveling
 PN0698.and adjusted by the National Geodetic Survey in June 1991..
 PN0698
 PN0698.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 PN0698
 PN0698.No superseded survey control is available for this station.
 PN0698
 PN0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP781757(NAD 83)
 PN0698_MARKER: I = METAL ROD
 PN0698_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PN0698_SP_SET: COPPER-CLAD STEEL ROD
 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 = OCTOBER  7, 2006
 OM0563 ***********************************************************************
 OM0563  DESIGNATION -  902 0240 BOATHOUSE USLS
 OM0563  PID         -  OM0563
 OM0563  STATE/COUNTY-  WI/FOND DU LAC
 OM0563  USGS QUAD   -  FOND DU LAC (1992)
 OM0563
 OM0563                         *CURRENT SURVEY CONTROL
 OM0563  ___________________________________________________________________
 OM0563* NAD 83(1986)-  43 47 42.     (N)    088 26 24.     (W)     SCALED    
 OM0563* NAVD 88     -       228.674  (meters)     750.24   (feet)  ADJUSTED  
 OM0563  ___________________________________________________________________
 OM0563  GEOID HEIGHT-         -35.76  (meters)                     GEOID03
 OM0563  DYNAMIC HT  -         228.627 (meters)     750.09  (feet)  COMP
 OM0563  MODELED GRAV-     980,409.6   (mgal)                       NAVD 88
 OM0563
 OM0563  VERT ORDER  -  FIRST     CLASS 0
 OM0563
 OM0563.The horizontal coordinates were scaled from a topographic map and have
 OM0563.an estimated accuracy of +/- 6 seconds.
 OM0563
 OM0563.The orthometric height was determined by differential leveling
 OM0563.and adjusted by the National Geodetic Survey in June 1991..
 OM0563
 OM0563.The geoid height was determined by GEOID03.
 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     -   200,580.      725,540.      MT  (+/- 180 meters Scaled)
 OM0563
 OM0563                          SUPERSEDED SURVEY CONTROL
 OM0563
 OM0563.No superseded survey control is available for this station.
 OM0563
 OM0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP841501(NAD 83)
 OM0563_MARKER: Z = SEE DESCRIPTION
 OM0563_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  7, 2006
 OM0561 ***********************************************************************
 OM0561  DESIGNATION -  902 0240 POWER
 OM0561  PID         -  OM0561
 OM0561  STATE/COUNTY-  WI/FOND DU LAC
 OM0561  USGS QUAD   -  FOND DU LAC (1992)
 OM0561
 OM0561                         *CURRENT SURVEY CONTROL
 OM0561  ___________________________________________________________________
 OM0561* NAD 83(1986)-  43 47 36.     (N)    088 26 19.     (W)     SCALED    
 OM0561* NAVD 88     -       228.198  (meters)     748.68   (feet)  ADJUSTED  
 OM0561  ___________________________________________________________________
 OM0561  GEOID HEIGHT-         -35.76  (meters)                     GEOID03
 OM0561  DYNAMIC HT  -         228.151 (meters)     748.53  (feet)  COMP
 OM0561  MODELED GRAV-     980,409.5   (mgal)                       NAVD 88
 OM0561
 OM0561  VERT ORDER  -  FIRST     CLASS 0
 OM0561
 OM0561.The horizontal coordinates were scaled from a topographic map and have
 OM0561.an estimated accuracy of +/- 6 seconds.
 OM0561
 OM0561.The orthometric height was determined by differential leveling
 OM0561.and adjusted by the National Geodetic Survey in June 1991..
 OM0561
 OM0561.The geoid height was determined by GEOID03.
 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     -   200,400.      725,650.      MT  (+/- 180 meters Scaled)
 OM0561
 OM0561                          SUPERSEDED SURVEY CONTROL
 OM0561
 OM0561.No superseded survey control is available for this station.
 OM0561
 OM0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP842499(NAD 83)
 OM0561_MARKER: I = METAL ROD
 OM0561_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OM0561_SP_SET: COPPER-CLAD STEEL ROD
 OM0561_MARK LOGO: USLS  
 OM0561_PROJECTION: RECESSED 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 - April 05, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0135 ***********************************************************************
 PO0135  DESIGNATION -  904
 PO0135  PID         -  PO0135
 PO0135  STATE/COUNTY-  WI/JACKSON
 PO0135  USGS QUAD   -  MERRILLAN (1984)
 PO0135
 PO0135                         *CURRENT SURVEY CONTROL
 PO0135  ___________________________________________________________________
 PO0135* NAD 83(1986)-  44 24 14.     (N)    090 48 47.     (W)     SCALED    
 PO0135* NAVD 88     -       275.353  (meters)     903.39   (feet)  ADJUSTED  
 PO0135  ___________________________________________________________________
 PO0135  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 PO0135  DYNAMIC HT  -         275.310 (meters)     903.25  (feet)  COMP
 PO0135  MODELED GRAV-     980,456.2   (mgal)                       NAVD 88
 PO0135
 PO0135  VERT ORDER  -  SECOND    CLASS 0
 PO0135
 PO0135.The horizontal coordinates were scaled from a topographic map and have
 PO0135.an estimated accuracy of +/- 6 seconds.
 PO0135
 PO0135.The orthometric height was determined by differential leveling
 PO0135.and adjusted by the National Geodetic Survey in June 1991..
 PO0135
 PO0135.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0135.See file dsdata.txt to determine how the superseded data were derived.
 PO0135
 PO0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK741190(NAD 83)
 PO0135_MARKER: DD = SURVEY DISK
 PO0135_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PO0135_SP_SET: BRIDGE ABUTMENT
 PO0135_STAMPING: 904 1923
 PO0135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PO0135
 PO0135  HISTORY     - Date     Condition        Report By
 PO0135  HISTORY     - 1923     MONUMENTED       USGS
 PO0135  HISTORY     - 1934     GOOD             NGS
 PO0135
 PO0135                          STATION DESCRIPTION
 PO0135
 PO0135'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 OM0118 ***********************************************************************
 OM0118  DESIGNATION -  905
 OM0118  PID         -  OM0118
 OM0118  STATE/COUNTY-  WI/MILWAUKEE
 OM0118  USGS QUAD   -  WAUWATOSA (1994)
 OM0118
 OM0118                         *CURRENT SURVEY CONTROL
 OM0118  ___________________________________________________________________
 OM0118* NAD 83(1986)-  43 04 02.     (N)    088 01 37.     (W)     SCALED    
 OM0118* NAVD 88     -       213.248  (meters)     699.63   (feet)  ADJUSTED  
 OM0118  ___________________________________________________________________
 OM0118  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 OM0118  DYNAMIC HT  -         213.191 (meters)     699.44  (feet)  COMP
 OM0118  MODELED GRAV-     980,352.0   (mgal)                       NAVD 88
 OM0118
 OM0118  VERT ORDER  -  SECOND    CLASS 0
 OM0118
 OM0118.The horizontal coordinates were scaled from a topographic map and have
 OM0118.an estimated accuracy of +/- 6 seconds.
 OM0118
 OM0118.The orthometric height was determined by differential leveling
 OM0118.and adjusted by the National Geodetic Survey in June 1991..
 OM0118
 OM0118.The geoid height was determined by GEOID03.
 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     -   120,460.      760,690.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0118.See file dsdata.txt to determine how the superseded data were derived.
 OM0118
 OM0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN163687(NAD 83)
 OM0118_MARKER: DD = SURVEY DISK
 OM0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0118_SP_SET: 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             NGS
 OM0118  HISTORY     - 1990     GOOD             USPSQD
 OM0118  HISTORY     - 20060624 MARK NOT FOUND   USPSQD
 OM0118
 OM0118                          STATION DESCRIPTION
 OM0118
 OM0118'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 NH0790 ***********************************************************************
 NH0790  DESIGNATION -  907
 NH0790  PID         -  NH0790
 NH0790  STATE/COUNTY-  WI/DANE
 NH0790  USGS QUAD   -  VERONA (1982)
 NH0790
 NH0790                         *CURRENT SURVEY CONTROL
 NH0790  ___________________________________________________________________
 NH0790* NAD 83(1991)-  42 54 42.48061(N)    089 30 44.00507(W)     ADJUSTED  
 NH0790* NAVD 88     -       276.153  (meters)     906.01   (feet)  ADJUSTED  
 NH0790  ___________________________________________________________________
 NH0790  X           -      39,831.629 (meters)                     COMP
 NH0790  Y           -  -4,678,638.117 (meters)                     COMP
 NH0790  Z           -   4,320,495.582 (meters)                     COMP
 NH0790  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 NH0790  ELLIP HEIGHT-         242.30  (meters)          (10/21/99) GPS OBS
 NH0790  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 NH0790  DYNAMIC HT  -         276.076 (meters)     905.76  (feet)  COMP
 NH0790  MODELED GRAV-     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
 NH0790.and adjusted by the National Geodetic Survey in June 1991..
 NH0790
 NH0790.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH0790
 NH0790.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0790
 NH0790.The ellipsoidal height was determined by GPS observations
 NH0790.and is referenced to NAD 83.
 NH0790
 NH0790.The geoid height was determined by GEOID03.
 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;                    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                          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  NGVD 29 (??/??/92)  276.224  (m)          906.24   (f) ADJ UNCH    2 0
 NH0790
 NH0790.Superseded values are not recommended for survey control.
 NH0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0790.See file dsdata.txt to determine how the superseded data were derived.
 NH0790
 NH0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9493554082(NAD 83)
 NH0790_MARKER: DB = BENCH MARK DISK
 NH0790_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NH0790_SP_SET: 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             NGS
 NH0790  HISTORY     - 19880915 GOOD             NGS
 NH0790  HISTORY     - 2001     POOR             WIDT
 NH0790
 NH0790                          STATION DESCRIPTION
 NH0790
 NH0790'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC8302 ***********************************************************************
 AC8302  TIDAL BM    -  This is a Tidal Bench Mark.
 AC8302  DESIGNATION -  908 7057 F
 AC8302  PID         -  AC8302
 AC8302  STATE/COUNTY-  WI/MILWAUKEE
 AC8302  USGS QUAD   -  MILWAUKEE (1971)
 AC8302
 AC8302                         *CURRENT SURVEY CONTROL
 AC8302  ___________________________________________________________________
 AC8302* NAD 83(1986)-  43 00 05.     (N)    087 53 21.     (W)     SCALED    
 AC8302* NAVD 88     -       181.773  (meters)     596.37   (feet)  ADJUSTED  
 AC8302  ___________________________________________________________________
 AC8302  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 AC8302  DYNAMIC HT  -         181.724 (meters)     596.21  (feet)  COMP
 AC8302  MODELED GRAV-     980,345.6   (mgal)                       NAVD 88
 AC8302
 AC8302  VERT ORDER  -  SECOND    CLASS I
 AC8302
 AC8302.The horizontal coordinates were scaled from a topographic map and have
 AC8302.an estimated accuracy of +/- 6 seconds.
 AC8302
 AC8302.The orthometric height was determined by differential leveling
 AC8302.and adjusted by the National Geodetic Survey in July 1997..
 AC8302
 AC8302.This Tidal Bench Mark is designated as VM 13208
 AC8302.by the Center for Operational Oceanographic Products and Services.
 AC8302
 AC8302.The geoid height was determined by GEOID03.
 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     -   113,420.      772,090.      MT  (+/- 180 meters Scaled)
 AC8302
 AC8302                          SUPERSEDED SURVEY CONTROL
 AC8302
 AC8302.No superseded survey control is available for this station.
 AC8302
 AC8302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN275613(NAD 83)
 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
 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
 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 AT THE FOLLOWING COORDINATES USING GARMIN GPS72 WITH
 AC8302'ACCURACY OF 10.3 FEET N43 00.082 W087 53.334.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC8303 ***********************************************************************
 AC8303  TIDAL BM    -  This is a Tidal Bench Mark.
 AC8303  DESIGNATION -  908 7057 G
 AC8303  PID         -  AC8303
 AC8303  STATE/COUNTY-  WI/MILWAUKEE
 AC8303  USGS QUAD   -  MILWAUKEE (1971)
 AC8303
 AC8303                         *CURRENT SURVEY CONTROL
 AC8303  ___________________________________________________________________
 AC8303* NAD 83(1986)-  43 00 06.     (N)    087 53 23.     (W)     SCALED    
 AC8303* NAVD 88     -       181.681  (meters)     596.07   (feet)  ADJUSTED  
 AC8303  ___________________________________________________________________
 AC8303  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 AC8303  DYNAMIC HT  -         181.631 (meters)     595.90  (feet)  COMP
 AC8303  MODELED GRAV-     980,345.7   (mgal)                       NAVD 88
 AC8303
 AC8303  VERT ORDER  -  SECOND    CLASS I
 AC8303
 AC8303.The horizontal coordinates were scaled from a topographic map and have
 AC8303.an estimated accuracy of +/- 6 seconds.
 AC8303
 AC8303.The orthometric height was determined by differential leveling
 AC8303.and adjusted by the National Geodetic Survey in July 1997..
 AC8303
 AC8303.This Tidal Bench Mark is designated as VM 13207
 AC8303.by the Center for Operational Oceanographic Products and Services.
 AC8303
 AC8303.The geoid height was determined by GEOID03.
 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.      772,040.      MT  (+/- 180 meters Scaled)
 AC8303
 AC8303                          SUPERSEDED SURVEY CONTROL
 AC8303
 AC8303.No superseded survey control is available for this station.
 AC8303
 AC8303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN274613(NAD 83)
 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 15 CENTIMETERS
 AC8303_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0279 ***********************************************************************
 OL0279  TIDAL BM    -  This is a Tidal Bench Mark.
 OL0279  DESIGNATION -  908 7057 TOWER
 OL0279  PID         -  OL0279
 OL0279  STATE/COUNTY-  WI/MILWAUKEE
 OL0279  USGS QUAD   -  MILWAUKEE (1971)
 OL0279
 OL0279                         *CURRENT SURVEY CONTROL
 OL0279  ___________________________________________________________________
 OL0279* NAD 83(1986)-  43 00 06.     (N)    087 53 18.     (W)     SCALED    
 OL0279* NAVD 88     -       181.896  (meters)     596.77   (feet)  ADJUSTED  
 OL0279  ___________________________________________________________________
 OL0279  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 OL0279  DYNAMIC HT  -         181.846 (meters)     596.61  (feet)  COMP
 OL0279  MODELED GRAV-     980,345.8   (mgal)                       NAVD 88
 OL0279
 OL0279  VERT ORDER  -  FIRST     CLASS 0
 OL0279
 OL0279.The horizontal coordinates were scaled from a topographic map and have
 OL0279.an estimated accuracy of +/- 6 seconds.
 OL0279
 OL0279.The orthometric height was determined by differential leveling
 OL0279.and adjusted by the National Geodetic Survey in June 1998..
 OL0279
 OL0279.This Tidal Bench Mark is designated as VM 13209
 OL0279.by the Center for Operational Oceanographic Products and Services.
 OL0279
 OL0279.The geoid height was determined by GEOID03.
 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     -   113,460.      772,160.      MT  (+/- 180 meters Scaled)
 OL0279
 OL0279                          SUPERSEDED SURVEY CONTROL
 OL0279
 OL0279  NAVD 88 (06/15/91)  181.897  (m)          596.77   (f) UNKNOWN     1 0
 OL0279
 OL0279.Superseded values are not recommended for survey control.
 OL0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0279.See file dsdata.txt to determine how the superseded data were derived.
 OL0279
 OL0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN275613(NAD 83)
 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'RECOVERED AT THE FOLLOWING COORDINATES USING GARMIN GPS72 N43 00.056
 OL0279'W087 53.297.  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 = OCTOBER  7, 2006
 OL0201 ***********************************************************************
 OL0201  DESIGNATION -  908 7062 1 USLS
 OL0201  PID         -  OL0201
 OL0201  STATE/COUNTY-  WI/SHEBOYGAN
 OL0201  USGS QUAD   -  SHEBOYGAN NORTH (1994)
 OL0201
 OL0201                         *CURRENT SURVEY CONTROL
 OL0201  ___________________________________________________________________
 OL0201* NAD 83(1986)-  43 45 00.     (N)    087 42 12.     (W)     SCALED    
 OL0201* NAVD 88     -       178.838  (meters)     586.74   (feet)  ADJUSTED  
 OL0201  ___________________________________________________________________
 OL0201  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 OL0201  DYNAMIC HT  -         178.805 (meters)     586.63  (feet)  COMP
 OL0201  MODELED GRAV-     980,433.6   (mgal)                       NAVD 88
 OL0201
 OL0201  VERT ORDER  -  FIRST     CLASS 0
 OL0201
 OL0201.The horizontal coordinates were scaled from a topographic map and have
 OL0201.an estimated accuracy of +/- 6 seconds.
 OL0201
 OL0201.The orthometric height was determined by differential leveling
 OL0201.and adjusted by the National Geodetic Survey in June 1991..
 OL0201.WARNING-Repeat measurements at this control monument indicate possible
 OL0201.vertical movement.
 OL0201
 OL0201.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 OL0201
 OL0201.No superseded survey control is available for this station.
 OL0201
 OL0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP433443(NAD 83)
 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 = OCTOBER  7, 2006
 OL0205 ***********************************************************************
 OL0205  DESIGNATION -  908 7062 APT USLS
 OL0205  PID         -  OL0205
 OL0205  STATE/COUNTY-  WI/SHEBOYGAN
 OL0205  USGS QUAD   -  SHEBOYGAN NORTH (1994)
 OL0205
 OL0205                         *CURRENT SURVEY CONTROL
 OL0205  ___________________________________________________________________
 OL0205* NAD 83(1986)-  43 45 06.     (N)    087 42 15.     (W)     SCALED    
 OL0205* NAVD 88     -       179.827  (meters)     589.98   (feet)  ADJUSTED  
 OL0205  ___________________________________________________________________
 OL0205  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 OL0205  DYNAMIC HT  -         179.795 (meters)     589.88  (feet)  COMP
 OL0205  MODELED GRAV-     980,433.5   (mgal)                       NAVD 88
 OL0205
 OL0205  VERT ORDER  -  FIRST     CLASS 0
 OL0205
 OL0205.The horizontal coordinates were scaled from a topographic map and have
 OL0205.an estimated accuracy of +/- 6 seconds.
 OL0205
 OL0205.The orthometric height was determined by differential leveling
 OL0205.and adjusted by the National Geodetic Survey in June 1991..
 OL0205
 OL0205.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 OL0205
 OL0205.No superseded survey control is available for this station.
 OL0205
 OL0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP433445(NAD 83)
 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 = OCTOBER  7, 2006
 OL0207 ***********************************************************************
 OL0207  DESIGNATION -  908 7062 COURTHOUSE
 OL0207  PID         -  OL0207
 OL0207  STATE/COUNTY-  WI/SHEBOYGAN
 OL0207  USGS QUAD   -  SHEBOYGAN NORTH (1994)
 OL0207
 OL0207                         *CURRENT SURVEY CONTROL
 OL0207  ___________________________________________________________________
 OL0207* NAD 83(1986)-  43 45 06.     (N)    087 42 30.     (W)     SCALED    
 OL0207* NAVD 88     -       190.988  (meters)     626.60   (feet)  ADJUSTED  
 OL0207  ___________________________________________________________________
 OL0207  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 OL0207  DYNAMIC HT  -         190.953 (meters)     626.49  (feet)  COMP
 OL0207  MODELED GRAV-     980,433.1   (mgal)                       NAVD 88
 OL0207
 OL0207  VERT ORDER  -  FIRST     CLASS 0
 OL0207
 OL0207.The horizontal coordinates were scaled from a topographic map and have
 OL0207.an estimated accuracy of +/- 6 seconds.
 OL0207
 OL0207.The orthometric height was determined by differential leveling
 OL0207.and adjusted by the National Geodetic Survey in June 1991..
 OL0207
 OL0207.The geoid height was determined by GEOID03.
 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     -   197,130.      784,540.      MT  (+/- 180 meters Scaled)
 OL0207
 OL0207                          SUPERSEDED SURVEY CONTROL
 OL0207
 OL0207.No superseded survey control is available for this station.
 OL0207
 OL0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP429445(NAD 83)
 OL0207_MARKER: DD = SURVEY DISK
 OL0207_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OL0207_SP_SET: BUILDING
 OL0207_STAMPING: 45.718
 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 = OCTOBER  7, 2006
 OL0206 ***********************************************************************
 OL0206  DESIGNATION -  908 7062 WINDOW USLS
 OL0206  PID         -  OL0206
 OL0206  STATE/COUNTY-  WI/SHEBOYGAN
 OL0206  USGS QUAD   -  SHEBOYGAN NORTH (1994)
 OL0206
 OL0206                         *CURRENT SURVEY CONTROL
 OL0206  ___________________________________________________________________
 OL0206* NAD 83(1986)-  43 45 06.     (N)    087 42 18.     (W)     SCALED    
 OL0206* NAVD 88     -       180.522  (meters)     592.26   (feet)  ADJUSTED  
 OL0206  ___________________________________________________________________
 OL0206  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 OL0206  DYNAMIC HT  -         180.489 (meters)     592.15  (feet)  COMP
 OL0206  MODELED GRAV-     980,433.4   (mgal)                       NAVD 88
 OL0206
 OL0206  VERT ORDER  -  FIRST     CLASS 0
 OL0206
 OL0206.The horizontal coordinates were scaled from a topographic map and have
 OL0206.an estimated accuracy of +/- 6 seconds.
 OL0206
 OL0206.The orthometric height was determined by differential leveling
 OL0206.and adjusted by the National Geodetic Survey in June 1991..
 OL0206.WARNING-Repeat measurements at this control monument indicate possible
 OL0206.vertical movement.
 OL0206
 OL0206.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 OL0206
 OL0206.No superseded survey control is available for this station.
 OL0206
 OL0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP432445(NAD 83)
 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 = OCTOBER  7, 2006
 OL0202 ***********************************************************************
 OL0202  DESIGNATION -  908 7062 WL 250 USLS
 OL0202  PID         -  OL0202
 OL0202  STATE/COUNTY-  WI/SHEBOYGAN
 OL0202  USGS QUAD   -  SHEBOYGAN NORTH (1994)
 OL0202
 OL0202                         *CURRENT SURVEY CONTROL
 OL0202  ___________________________________________________________________
 OL0202* NAD 83(1986)-  43 45 00.     (N)    087 42 12.     (W)     SCALED    
 OL0202* NAVD 88     -       179.530  (meters)     589.01   (feet)  ADJUSTED  
 OL0202  ___________________________________________________________________
 OL0202  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 OL0202  DYNAMIC HT  -         179.498 (meters)     588.90  (feet)  COMP
 OL0202  MODELED GRAV-     980,433.6   (mgal)                       NAVD 88
 OL0202
 OL0202  VERT ORDER  -  FIRST     CLASS 0
 OL0202
 OL0202.The horizontal coordinates were scaled from a topographic map and have
 OL0202.an estimated accuracy of +/- 6 seconds.
 OL0202
 OL0202.The orthometric height was determined by differential leveling
 OL0202.and adjusted by the National Geodetic Survey in June 1991..
 OL0202
 OL0202.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 OL0202
 OL0202.No superseded survey control is available for this station.
 OL0202
 OL0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP433443(NAD 83)
 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 = OCTOBER  7, 2006
 PM0139 ***********************************************************************
 PM0139  DESIGNATION -  908 7064 ARCADE
 PM0139  PID         -  PM0139
 PM0139  STATE/COUNTY-  WI/MANITOWOC
 PM0139  USGS QUAD   -  MANITOWOC (1973)
 PM0139
 PM0139                         *CURRENT SURVEY CONTROL
 PM0139  ___________________________________________________________________
 PM0139* NAD 83(1986)-  44 05 27.     (N)    087 39 30.     (W)     SCALED    
 PM0139* NAVD 88     -       180.752  (meters)     593.02   (feet)  ADJUSTED  
 PM0139  ___________________________________________________________________
 PM0139  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 PM0139  DYNAMIC HT  -         180.722 (meters)     592.92  (feet)  COMP
 PM0139  MODELED GRAV-     980,451.1   (mgal)                       NAVD 88
 PM0139
 PM0139  VERT ORDER  -  FIRST     CLASS 0
 PM0139
 PM0139.The horizontal coordinates were scaled from a topographic map and have
 PM0139.an estimated accuracy of +/- 6 seconds.
 PM0139
 PM0139.The orthometric height was determined by differential leveling
 PM0139.and adjusted by the National Geodetic Survey in June 1991..
 PM0139
 PM0139.The geoid height was determined by GEOID03.
 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     -   234,910.      787,510.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0139.See file dsdata.txt to determine how the superseded data were derived.
 PM0139
 PM0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP472821(NAD 83)
 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 - March 05, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0142 ***********************************************************************
 PM0142  DESIGNATION -  908 7064 RIVET N
 PM0142  PID         -  PM0142
 PM0142  STATE/COUNTY-  WI/MANITOWOC
 PM0142  USGS QUAD   -  MANITOWOC (1973)
 PM0142
 PM0142                         *CURRENT SURVEY CONTROL
 PM0142  ___________________________________________________________________
 PM0142* NAD 83(1986)-  44 05 36.     (N)    087 39 26.     (W)     SCALED    
 PM0142* NAVD 88     -       181.975  (meters)     597.03   (feet)  ADJUSTED  
 PM0142  ___________________________________________________________________
 PM0142  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 PM0142  DYNAMIC HT  -         181.945 (meters)     596.93  (feet)  COMP
 PM0142  MODELED GRAV-     980,451.5   (mgal)                       NAVD 88
 PM0142
 PM0142  VERT ORDER  -  FIRST     CLASS 0
 PM0142
 PM0142.The horizontal coordinates were scaled from a topographic map and have
 PM0142.an estimated accuracy of +/- 6 seconds.
 PM0142
 PM0142.The orthometric height was determined by differential leveling
 PM0142.and adjusted by the National Geodetic Survey in June 1991..
 PM0142
 PM0142.The geoid height was determined by GEOID03.
 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     -   235,190.      787,590.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0142.See file dsdata.txt to determine how the superseded data were derived.
 PM0142
 PM0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP473824(NAD 83)
 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 = OCTOBER  7, 2006
 PM0140 ***********************************************************************
 PM0140  DESIGNATION -  908 7064 RIVET S
 PM0140  PID         -  PM0140
 PM0140  STATE/COUNTY-  WI/MANITOWOC
 PM0140  USGS QUAD   -  MANITOWOC (1973)
 PM0140
 PM0140                         *CURRENT SURVEY CONTROL
 PM0140  ___________________________________________________________________
 PM0140* NAD 83(1986)-  44 05 29.     (N)    087 39 28.     (W)     SCALED    
 PM0140* NAVD 88     -       181.974  (meters)     597.03   (feet)  ADJUSTED  
 PM0140  ___________________________________________________________________
 PM0140  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 PM0140  DYNAMIC HT  -         181.944 (meters)     596.93  (feet)  COMP
 PM0140  MODELED GRAV-     980,451.2   (mgal)                       NAVD 88
 PM0140
 PM0140  VERT ORDER  -  FIRST     CLASS 0
 PM0140
 PM0140.The horizontal coordinates were scaled from a topographic map and have
 PM0140.an estimated accuracy of +/- 6 seconds.
 PM0140
 PM0140.The orthometric height was determined by differential leveling
 PM0140.and adjusted by the National Geodetic Survey in June 1991..
 PM0140
 PM0140.The geoid height was determined by GEOID03.
 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     -   234,980.      787,550.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0140.See file dsdata.txt to determine how the superseded data were derived.
 PM0140
 PM0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP473822(NAD 83)
 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 = OCTOBER  7, 2006
 PM0143 ***********************************************************************
 PM0143  DESIGNATION -  908 7064 SEARS
 PM0143  PID         -  PM0143
 PM0143  STATE/COUNTY-  WI/MANITOWOC
 PM0143  USGS QUAD   -  MANITOWOC (1973)
 PM0143
 PM0143                         *CURRENT SURVEY CONTROL
 PM0143  ___________________________________________________________________
 PM0143* NAD 83(1986)-  44 05 35.     (N)    087 39 26.     (W)     SCALED    
 PM0143* NAVD 88     -       181.824  (meters)     596.53   (feet)  ADJUSTED  
 PM0143  ___________________________________________________________________
 PM0143  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 PM0143  DYNAMIC HT  -         181.794 (meters)     596.44  (feet)  COMP
 PM0143  MODELED GRAV-     980,451.4   (mgal)                       NAVD 88
 PM0143
 PM0143  VERT ORDER  -  FIRST     CLASS 0
 PM0143
 PM0143.The horizontal coordinates were scaled from a topographic map and have
 PM0143.an estimated accuracy of +/- 6 seconds.
 PM0143
 PM0143.The orthometric height was determined by differential leveling
 PM0143.and adjusted by the National Geodetic Survey in June 1991..
 PM0143
 PM0143.The geoid height was determined by GEOID03.
 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     -   235,160.      787,590.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0143.See file dsdata.txt to determine how the superseded data were derived.
 PM0143
 PM0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP473824(NAD 83)
 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 = OCTOBER  7, 2006
 PM0141 ***********************************************************************
 PM0141  DESIGNATION -  908 7064 WL 251
 PM0141  PID         -  PM0141
 PM0141  STATE/COUNTY-  WI/MANITOWOC
 PM0141  USGS QUAD   -  MANITOWOC (1973)
 PM0141
 PM0141                         *CURRENT SURVEY CONTROL
 PM0141  ___________________________________________________________________
 PM0141* NAD 83(1986)-  44 05 30.     (N)    087 39 28.     (W)     SCALED    
 PM0141* NAVD 88     -       179.062  (meters)     587.47   (feet)  ADJUSTED  
 PM0141  ___________________________________________________________________
 PM0141  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 PM0141  DYNAMIC HT  -         179.033 (meters)     587.38  (feet)  COMP
 PM0141  MODELED GRAV-     980,451.2   (mgal)                       NAVD 88
 PM0141
 PM0141  VERT ORDER  -  FIRST     CLASS 0
 PM0141
 PM0141.The horizontal coordinates were scaled from a topographic map and have
 PM0141.an estimated accuracy of +/- 6 seconds.
 PM0141
 PM0141.The orthometric height was determined by differential leveling
 PM0141.and adjusted by the National Geodetic Survey in June 1991..
 PM0141.WARNING-Repeat measurements at this control monument indicate possible
 PM0141.vertical movement.
 PM0141
 PM0141.The geoid height was determined by GEOID03.
 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     -   235,010.      787,550.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0141.See file dsdata.txt to determine how the superseded data were derived.
 PM0141
 PM0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP473822(NAD 83)
 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 = OCTOBER  7, 2006
 PM0300 ***********************************************************************
 PM0300  DESIGNATION -  908 7066 FOG
 PM0300  PID         -  PM0300
 PM0300  STATE/COUNTY-  WI/MANITOWOC
 PM0300  USGS QUAD   -  TWO RIVERS (1978)
 PM0300
 PM0300                         *CURRENT SURVEY CONTROL
 PM0300  ___________________________________________________________________
 PM0300* NAD 83(1986)-  44 08 48.     (N)    087 33 42.     (W)     SCALED    
 PM0300* NAVD 88     -       178.427  (meters)     585.39   (feet)  ADJUSTED  
 PM0300  ___________________________________________________________________
 PM0300  GEOID HEIGHT-         -36.18  (meters)                     GEOID03
 PM0300  DYNAMIC HT  -         178.400 (meters)     585.30  (feet)  COMP
 PM0300  MODELED GRAV-     980,461.8   (mgal)                       NAVD 88
 PM0300
 PM0300  VERT ORDER  -  FIRST     CLASS I
 PM0300
 PM0300.The horizontal coordinates were scaled from a topographic map and have
 PM0300.an estimated accuracy of +/- 6 seconds.
 PM0300
 PM0300.The orthometric height was determined by differential leveling
 PM0300.and adjusted by the National Geodetic Survey in June 1991..
 PM0300
 PM0300.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 PM0300
 PM0300.No superseded survey control is available for this station.
 PM0300
 PM0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP550883(NAD 83)
 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 = OCTOBER  7, 2006
 PM0298 ***********************************************************************
 PM0298  DESIGNATION -  908 7066 GARAGE
 PM0298  PID         -  PM0298
 PM0298  STATE/COUNTY-  WI/MANITOWOC
 PM0298  USGS QUAD   -  TWO RIVERS (1978)
 PM0298
 PM0298                         *CURRENT SURVEY CONTROL
 PM0298  ___________________________________________________________________
 PM0298* NAD 83(1986)-  44 08 48.     (N)    087 33 48.     (W)     SCALED    
 PM0298* NAVD 88     -       178.605  (meters)     585.97   (feet)  ADJUSTED  
 PM0298  ___________________________________________________________________
 PM0298  GEOID HEIGHT-         -36.18  (meters)                     GEOID03
 PM0298  DYNAMIC HT  -         178.577 (meters)     585.88  (feet)  COMP
 PM0298  MODELED GRAV-     980,461.8   (mgal)                       NAVD 88
 PM0298
 PM0298  VERT ORDER  -  FIRST     CLASS I
 PM0298
 PM0298.The horizontal coordinates were scaled from a topographic map and have
 PM0298.an estimated accuracy of +/- 6 seconds.
 PM0298
 PM0298.The orthometric height was determined by differential leveling
 PM0298.and adjusted by the National Geodetic Survey in June 1991..
 PM0298
 PM0298.The geoid height was determined by GEOID03.
 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     -   241,330.      794,930.      MT  (+/- 180 meters Scaled)
 PM0298
 PM0298                          SUPERSEDED SURVEY CONTROL
 PM0298
 PM0298.No superseded survey control is available for this station.
 PM0298
 PM0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP549883(NAD 83)
 PM0298_MARKER: DD = SURVEY DISK
 PM0298_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PM0298_SP_SET: CONCRETE 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 - March 05, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0299 ***********************************************************************
 PM0299  DESIGNATION -  908 7066 OFFICE
 PM0299  PID         -  PM0299
 PM0299  STATE/COUNTY-  WI/MANITOWOC
 PM0299  USGS QUAD   -  TWO RIVERS (1978)
 PM0299
 PM0299                         *CURRENT SURVEY CONTROL
 PM0299  ___________________________________________________________________
 PM0299* NAD 83(1986)-  44 08 48.     (N)    087 33 48.     (W)     SCALED    
 PM0299* NAVD 88     -       178.363  (meters)     585.18   (feet)  ADJUSTED  
 PM0299  ___________________________________________________________________
 PM0299  GEOID HEIGHT-         -36.18  (meters)                     GEOID03
 PM0299  DYNAMIC HT  -         178.335 (meters)     585.09  (feet)  COMP
 PM0299  MODELED GRAV-     980,461.8   (mgal)                       NAVD 88
 PM0299
 PM0299  VERT ORDER  -  FIRST     CLASS I
 PM0299
 PM0299.The horizontal coordinates were scaled from a topographic map and have
 PM0299.an estimated accuracy of +/- 6 seconds.
 PM0299
 PM0299.The orthometric height was determined by differential leveling
 PM0299.and adjusted by the National Geodetic Survey in June 1991..
 PM0299
 PM0299.The geoid height was determined by GEOID03.
 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     -   241,330.      794,930.      MT  (+/- 180 meters Scaled)
 PM0299
 PM0299                          SUPERSEDED SURVEY CONTROL
 PM0299
 PM0299.No superseded survey control is available for this station.
 PM0299
 PM0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP549883(NAD 83)
 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 = OCTOBER  7, 2006
 PM0327 ***********************************************************************
 PM0327  DESIGNATION -  908 7068 66 2
 PM0327  PID         -  PM0327
 PM0327  STATE/COUNTY-  WI/KEWAUNEE
 PM0327  USGS QUAD   -  KEWAUNEE (1978)
 PM0327
 PM0327                         *CURRENT SURVEY CONTROL
 PM0327  ___________________________________________________________________
 PM0327* NAD 83(1986)-  44 27 48.     (N)    087 30 06.     (W)     SCALED    
 PM0327* NAVD 88     -       177.549  (meters)     582.51   (feet)  ADJUSTED  
 PM0327  ___________________________________________________________________
 PM0327  GEOID HEIGHT-         -36.25  (meters)                     GEOID03
 PM0327  DYNAMIC HT  -         177.529 (meters)     582.44  (feet)  COMP
 PM0327  MODELED GRAV-     980,497.1   (mgal)                       NAVD 88
 PM0327
 PM0327  VERT ORDER  -  FIRST     CLASS I
 PM0327
 PM0327.The horizontal coordinates were scaled from a topographic map and have
 PM0327.an estimated accuracy of +/- 6 seconds.
 PM0327
 PM0327.The orthometric height was determined by differential leveling
 PM0327.and adjusted by the National Geodetic Survey in June 1991..
 PM0327
 PM0327.The geoid height was determined by GEOID03.
 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     -    73,060.      798,780.      MT  (+/- 180 meters Scaled)
 PM0327
 PM0327                          SUPERSEDED SURVEY CONTROL
 PM0327
 PM0327.No superseded survey control is available for this station.
 PM0327
 PM0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ600234(NAD 83)
 PM0327_MARKER: DD = SURVEY DISK
 PM0327_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PM0327_SP_SET: CONCRETE SEWER
 PM0327_STAMPING: 66-2 1968
 PM0327_MARK LOGO: USE   
 PM0327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PM0327
 PM0327  HISTORY     - Date     Condition        Report By
 PM0327  HISTORY     - 1968     MONUMENTED       USE
 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 = OCTOBER  7, 2006
 PM0369 ***********************************************************************
 PM0369  DESIGNATION -  908 7068 CAP 1
 PM0369  PID         -  PM0369
 PM0369  STATE/COUNTY-  WI/KEWAUNEE
 PM0369  USGS QUAD   -  KEWAUNEE (1978)
 PM0369
 PM0369                         *CURRENT SURVEY CONTROL
 PM0369  ___________________________________________________________________
 PM0369* NAD 83(1986)-  44 27 48.     (N)    087 30 00.     (W)     SCALED    
 PM0369* NAVD 88     -       177.964  (meters)     583.87   (feet)  ADJUSTED  
 PM0369  ___________________________________________________________________
 PM0369  GEOID HEIGHT-         -36.25  (meters)                     GEOID03
 PM0369  DYNAMIC HT  -         177.944 (meters)     583.80  (feet)  COMP
 PM0369  MODELED GRAV-     980,497.2   (mgal)                       NAVD 88
 PM0369
 PM0369  VERT ORDER  -  FIRST     CLASS I
 PM0369
 PM0369.The horizontal coordinates were scaled from a topographic map and have
 PM0369.an estimated accuracy of +/- 6 seconds.
 PM0369
 PM0369.The orthometric height was determined by differential leveling
 PM0369.and adjusted by the National Geodetic Survey in June 1991..
 PM0369
 PM0369.The geoid height was determined by GEOID03.
 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     -    73,070.      798,910.      MT  (+/- 180 meters Scaled)
 PM0369
 PM0369                          SUPERSEDED SURVEY CONTROL
 PM0369
 PM0369.No superseded survey control is available for this station.
 PM0369
 PM0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ602234(NAD 83)
 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       USE
 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 = OCTOBER  7, 2006
 AC8306 ***********************************************************************
 AC8306  TIDAL BM    -  This is a Tidal Bench Mark.
 AC8306  DESIGNATION -  908 7068 F
 AC8306  PID         -  AC8306
 AC8306  STATE/COUNTY-  WI/KEWAUNEE
 AC8306  USGS QUAD   -  KEWAUNEE (1978)
 AC8306
 AC8306                         *CURRENT SURVEY CONTROL
 AC8306  ___________________________________________________________________
 AC8306* NAD 83(1986)-  44 27 46.     (N)    087 30 04.     (W)     SCALED    
 AC8306* NAVD 88     -       178.586  (meters)     585.91   (feet)  ADJUSTED  
 AC8306  ___________________________________________________________________
 AC8306  GEOID HEIGHT-         -36.25  (meters)                     GEOID03
 AC8306  DYNAMIC HT  -         178.565 (meters)     585.84  (feet)  COMP
 AC8306  MODELED GRAV-     980,497.1   (mgal)                       NAVD 88
 AC8306
 AC8306  VERT ORDER  -  SECOND    CLASS I
 AC8306
 AC8306.The horizontal coordinates were scaled from a topographic map and have
 AC8306.an estimated accuracy of +/- 6 seconds.
 AC8306
 AC8306.The orthometric height was determined by differential leveling
 AC8306.and adjusted by the National Geodetic Survey in July 1997..
 AC8306
 AC8306.This Tidal Bench Mark is designated as VM 13217
 AC8306.by the Center for Operational Oceanographic Products and Services.
 AC8306
 AC8306.The geoid height was determined by GEOID03.
 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     -    73,000.      798,820.      MT  (+/- 180 meters Scaled)
 AC8306
 AC8306                          SUPERSEDED SURVEY CONTROL
 AC8306
 AC8306.No superseded survey control is available for this station.
 AC8306
 AC8306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ601233(NAD 83)
 AC8306_MARKER: DB = BENCH MARK DISK
 AC8306_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC8306_SP_SET: BRIDGE ABUTMENT
 AC8306_STAMPING: 7068 F 1989
 AC8306_MARK LOGO: NOS   
 AC8306_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8306+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2005
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC8307 ***********************************************************************
 AC8307  TIDAL BM    -  This is a Tidal Bench Mark.
 AC8307  DESIGNATION -  908 7068 G
 AC8307  PID         -  AC8307
 AC8307  STATE/COUNTY-  WI/KEWAUNEE
 AC8307  USGS QUAD   -  KEWAUNEE (1978)
 AC8307
 AC8307                         *CURRENT SURVEY CONTROL
 AC8307  ___________________________________________________________________
 AC8307* NAD 83(1986)-  44 27 48.     (N)    087 30 00.     (W)     SCALED    
 AC8307* NAVD 88     -       177.583  (meters)     582.62   (feet)  ADJUSTED  
 AC8307  ___________________________________________________________________
 AC8307  GEOID HEIGHT-         -36.25  (meters)                     GEOID03
 AC8307  DYNAMIC HT  -         177.563 (meters)     582.55  (feet)  COMP
 AC8307  MODELED GRAV-     980,497.2   (mgal)                       NAVD 88
 AC8307
 AC8307  VERT ORDER  -  SECOND    CLASS I
 AC8307
 AC8307.The horizontal coordinates were scaled from a topographic map and have
 AC8307.an estimated accuracy of +/- 6 seconds.
 AC8307
 AC8307.The orthometric height was determined by differential leveling
 AC8307.and adjusted by the National Geodetic Survey in July 1997..
 AC8307
 AC8307.This Tidal Bench Mark is designated as VM 13218
 AC8307.by the Center for Operational Oceanographic Products and Services.
 AC8307
 AC8307.The geoid height was determined by GEOID03.
 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     -    73,070.      798,910.      MT  (+/- 180 meters Scaled)
 AC8307
 AC8307                          SUPERSEDED SURVEY CONTROL
 AC8307
 AC8307.No superseded survey control is available for this station.
 AC8307
 AC8307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ602234(NAD 83)
 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 - March 04, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0371 ***********************************************************************
 PM0371  TIDAL BM    -  This is a Tidal Bench Mark.
 PM0371  DESIGNATION -  908 7068 GAGE
 PM0371  PID         -  PM0371
 PM0371  STATE/COUNTY-  WI/KEWAUNEE
 PM0371  USGS QUAD   -  KEWAUNEE (1978)
 PM0371
 PM0371                         *CURRENT SURVEY CONTROL
 PM0371  ___________________________________________________________________
 PM0371* NAD 83(1986)-  44 27 48.     (N)    087 30 00.     (W)     SCALED    
 PM0371* NAVD 88     -       177.895  (meters)     583.64   (feet)  ADJUSTED  
 PM0371  ___________________________________________________________________
 PM0371  GEOID HEIGHT-         -36.25  (meters)                     GEOID03
 PM0371  DYNAMIC HT  -         177.874 (meters)     583.57  (feet)  COMP
 PM0371  MODELED GRAV-     980,497.2   (mgal)                       NAVD 88
 PM0371
 PM0371  VERT ORDER  -  FIRST     CLASS I
 PM0371
 PM0371.The horizontal coordinates were scaled from a topographic map and have
 PM0371.an estimated accuracy of +/- 6 seconds.
 PM0371
 PM0371.The orthometric height was determined by differential leveling
 PM0371.and adjusted by the National Geodetic Survey in July 1997..
 PM0371
 PM0371.This Tidal Bench Mark is designated as VM 13215
 PM0371.by the Center for Operational Oceanographic Products and Services.
 PM0371
 PM0371.The geoid height was determined by GEOID03.
 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     -    73,070.      798,910.      MT  (+/- 180 meters Scaled)
 PM0371
 PM0371                          SUPERSEDED SURVEY CONTROL
 PM0371
 PM0371  NAVD 88 (06/15/91)  177.903  (m)          583.67   (f) UNKNOWN     1 1
 PM0371
 PM0371.Superseded values are not recommended for survey control.
 PM0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0371.See file dsdata.txt to determine how the superseded data were derived.
 PM0371
 PM0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ602234(NAD 83)
 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
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AH5304 ***********************************************************************
 AH5304  DESIGNATION -  908 7068 H
 AH5304  PID         -  AH5304
 AH5304  STATE/COUNTY-  WI/KEWAUNEE
 AH5304  USGS QUAD   -  KEWAUNEE (1978)
 AH5304
 AH5304                         *CURRENT SURVEY CONTROL
 AH5304  ___________________________________________________________________
 AH5304* NAD 83(1997)-  44 27 49.40804(N)    087 30 08.74999(W)     ADJUSTED  
 AH5304* NAVD 88     -       177.5    (meters)     582.     (feet)  GPS OBS   
 AH5304  ___________________________________________________________________
 AH5304  X           -     198,695.181 (meters)                     COMP
 AH5304  Y           -  -4,555,302.227 (meters)                     COMP
 AH5304  Z           -   4,445,111.173 (meters)                     COMP
 AH5304  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 AH5304  ELLIP HEIGHT-         141.32  (meters)          (04/28/99) GPS OBS
 AH5304  GEOID HEIGHT-         -36.25  (meters)                     GEOID03
 AH5304
 AH5304  HORZ ORDER  -  A
 AH5304  ELLP ORDER  -  THIRD     CLASS I
 AH5304
 AH5304.The horizontal coordinates were established by GPS observations
 AH5304.and adjusted by the National Geodetic Survey in April 1999..
 AH5304
 AH5304.The orthometric height was determined by GPS observations and a
 AH5304.high-resolution geoid model.
 AH5304
 AH5304.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH5304
 AH5304.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5304
 AH5304.The ellipsoidal height was determined by GPS observations
 AH5304.and is referenced to NAD 83.
 AH5304
 AH5304.The geoid height was determined by GEOID03.
 AH5304
 AH5304;                    North         East     Units Scale Factor Converg.
 AH5304;SPC WI C     -    73,103.956   798,715.725   MT  0.99996646   +1 45 44.0
 AH5304;SPC WI C     -   239,841.90  2,620,453.17   sFT  0.99996646   +1 45 44.0
 AH5304;UTM  16      - 4,923,502.540   460,033.133   MT  0.99961964   -0 21 07.0
 AH5304
 AH5304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5304!SPC WI C     -   0.99997784  x   0.99996646  =   0.99994430
 AH5304!UTM  16      -   0.99997784  x   0.99961964  =   0.99959749
 AH5304
 AH5304                          SUPERSEDED SURVEY CONTROL
 AH5304
 AH5304.No superseded survey control is available for this station.
 AH5304
 AH5304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ6003323503(NAD 83)
 AH5304_MARKER: I = METAL ROD
 AH5304_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH5304_STAMPING: 7068 H 1997
 AH5304_MARK LOGO: NOS   
 AH5304_PROJECTION: FLUSH
 AH5304_MAGNETIC: I = MARKER IS A STEEL ROD
 AH5304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH5304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5304+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2005
 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     - 20050306 GOOD             USPSQD
 AH5304  HISTORY     - 20050719 POOR             WIDT
 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 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0372 ***********************************************************************
 PM0372  DESIGNATION -  908 7068 PIER
 PM0372  PID         -  PM0372
 PM0372  STATE/COUNTY-  WI/KEWAUNEE
 PM0372  USGS QUAD   -  KEWAUNEE (1978)
 PM0372
 PM0372                         *CURRENT SURVEY CONTROL
 PM0372  ___________________________________________________________________
 PM0372* NAD 83(1986)-  44 27 48.     (N)    087 30 00.     (W)     SCALED    
 PM0372* NAVD 88     -       177.853  (meters)     583.51   (feet)  ADJUSTED  
 PM0372  ___________________________________________________________________
 PM0372  GEOID HEIGHT-         -36.25  (meters)                     GEOID03
 PM0372  DYNAMIC HT  -         177.833 (meters)     583.44  (feet)  COMP
 PM0372  MODELED GRAV-     980,497.2   (mgal)                       NAVD 88
 PM0372
 PM0372  VERT ORDER  -  FIRST     CLASS I
 PM0372
 PM0372.The horizontal coordinates were scaled from a topographic map and have
 PM0372.an estimated accuracy of +/- 6 seconds.
 PM0372
 PM0372.The orthometric height was determined by differential leveling
 PM0372.and adjusted by the National Geodetic Survey in June 1991..
 PM0372
 PM0372.The geoid height was determined by GEOID03.
 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     -    73,070.      798,910.      MT  (+/- 180 meters Scaled)
 PM0372
 PM0372                          SUPERSEDED SURVEY CONTROL
 PM0372
 PM0372.No superseded survey control is available for this station.
 PM0372
 PM0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ602234(NAD 83)
 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 - March 04, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0374 ***********************************************************************
 PM0374  TIDAL BM    -  This is a Tidal Bench Mark.
 PM0374  DESIGNATION -  908 7068 PLATFORM
 PM0374  PID         -  PM0374
 PM0374  STATE/COUNTY-  WI/KEWAUNEE
 PM0374  USGS QUAD   -  KEWAUNEE (1978)
 PM0374
 PM0374                         *CURRENT SURVEY CONTROL
 PM0374  ___________________________________________________________________
 PM0374* NAD 83(1986)-  44 27 48.     (N)    087 30 00.     (W)     SCALED    
 PM0374* NAVD 88     -       177.971  (meters)     583.89   (feet)  ADJUSTED  
 PM0374  ___________________________________________________________________
 PM0374  GEOID HEIGHT-         -36.25  (meters)                     GEOID03
 PM0374  DYNAMIC HT  -         177.950 (meters)     583.82  (feet)  COMP
 PM0374  MODELED GRAV-     980,497.2   (mgal)                       NAVD 88
 PM0374
 PM0374  VERT ORDER  -  FIRST     CLASS I
 PM0374
 PM0374.The horizontal coordinates were scaled from a topographic map and have
 PM0374.an estimated accuracy of +/- 6 seconds.
 PM0374
 PM0374.The orthometric height was determined by differential leveling
 PM0374.and adjusted by the National Geodetic Survey in June 1998..
 PM0374
 PM0374.This Tidal Bench Mark is designated as VM 13216
 PM0374.by the Center for Operational Oceanographic Products and Services.
 PM0374
 PM0374.The geoid height was determined by GEOID03.
 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     -    73,070.      798,910.      MT  (+/- 180 meters Scaled)
 PM0374
 PM0374                          SUPERSEDED SURVEY CONTROL
 PM0374
 PM0374  NAVD 88 (06/15/91)  177.969  (m)          583.89   (f) UNKNOWN     1 1
 PM0374
 PM0374.Superseded values are not recommended for survey control.
 PM0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0374.See file dsdata.txt to determine how the superseded data were derived.
 PM0374
 PM0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ602234(NAD 83)
 PM0374_MARKER: DD = SURVEY DISK
 PM0374_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PM0374_SP_SET: LANDING PLATFORM
 PM0374_MARK LOGO: USE   
 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 - July 19, 2005
 PM0374
 PM0374  HISTORY     - Date     Condition        Report By
 PM0374  HISTORY     - 1975     MONUMENTED       USE
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0373 ***********************************************************************
 PM0373  TIDAL BM    -  This is a Tidal Bench Mark.
 PM0373  DESIGNATION -  908 7068 ROD
 PM0373  PID         -  PM0373
 PM0373  STATE/COUNTY-  WI/KEWAUNEE
 PM0373  USGS QUAD   -  KEWAUNEE (1978)
 PM0373
 PM0373                         *CURRENT SURVEY CONTROL
 PM0373  ___________________________________________________________________
 PM0373* NAD 83(1986)-  44 27 49.     (N)    087 30 04.     (W)     SCALED    
 PM0373* NAVD 88     -       177.989  (meters)     583.95   (feet)  ADJUSTED  
 PM0373  ___________________________________________________________________
 PM0373  GEOID HEIGHT-         -36.25  (meters)                     GEOID03
 PM0373  DYNAMIC HT  -         177.968 (meters)     583.88  (feet)  COMP
 PM0373  MODELED GRAV-     980,497.2   (mgal)                       NAVD 88
 PM0373
 PM0373  VERT ORDER  -  FIRST     CLASS I
 PM0373
 PM0373.The horizontal coordinates were scaled from a topographic map and have
 PM0373.an estimated accuracy of +/- 6 seconds.
 PM0373
 PM0373.The orthometric height was determined by differential leveling
 PM0373.and adjusted by the National Geodetic Survey in June 1991..
 PM0373
 PM0373.This Tidal Bench Mark is designated as VM 13214
 PM0373.by the Center for Operational Oceanographic Products and Services.
 PM0373
 PM0373.The geoid height was determined by GEOID03.
 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     -    73,100.      798,820.      MT  (+/- 180 meters Scaled)
 PM0373
 PM0373                          SUPERSEDED SURVEY CONTROL
 PM0373
 PM0373.No superseded survey control is available for this station.
 PM0373
 PM0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ601234(NAD 83)
 PM0373_MARKER: Z = SEE DESCRIPTION
 PM0373_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PM0373_SP_SET: WALL
 PM0373_MARK LOGO: NONE  
 PM0373_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PM0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0373+STABILITY: SURFACE MOTION
 PM0373_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0373+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2005
 PM0373
 PM0373  HISTORY     - Date     Condition        Report By
 PM0373  HISTORY     - 1975     MONUMENTED       USE
 PM0373  HISTORY     - 1975     GOOD             NOS
 PM0373  HISTORY     - 19940830 GOOD             NOS
 PM0373  HISTORY     - 19950731 GOOD             NOS
 PM0373  HISTORY     - 19960422 GOOD             USPSQD
 PM0373  HISTORY     - 20021022 GOOD             USPSQD
 PM0373  HISTORY     - 20040304 GOOD             USPSQD
 PM0373  HISTORY     - 20050719 GOOD             WIDT
 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 (1995)
 PM0373
 PM0373'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (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.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0370 ***********************************************************************
 PM0370  DESIGNATION -  908 7068 SIDEWALK
 PM0370  PID         -  PM0370
 PM0370  STATE/COUNTY-  WI/KEWAUNEE
 PM0370  USGS QUAD   -  KEWAUNEE (1978)
 PM0370
 PM0370                         *CURRENT SURVEY CONTROL
 PM0370  ___________________________________________________________________
 PM0370* NAD 83(1986)-  44 27 48.     (N)    087 30 00.     (W)     SCALED    
 PM0370* NAVD 88     -       177.804  (meters)     583.35   (feet)  ADJUSTED  
 PM0370  ___________________________________________________________________
 PM0370  GEOID HEIGHT-         -36.25  (meters)                     GEOID03
 PM0370  DYNAMIC HT  -         177.784 (meters)     583.28  (feet)  COMP
 PM0370  MODELED GRAV-     980,497.2   (mgal)                       NAVD 88
 PM0370
 PM0370  VERT ORDER  -  FIRST     CLASS I
 PM0370
 PM0370.The horizontal coordinates were scaled from a topographic map and have
 PM0370.an estimated accuracy of +/- 6 seconds.
 PM0370
 PM0370.The orthometric height was determined by differential leveling
 PM0370.and adjusted by the National Geodetic Survey in June 1991..
 PM0370
 PM0370.The geoid height was determined by GEOID03.
 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     -    73,070.      798,910.      MT  (+/- 180 meters Scaled)
 PM0370
 PM0370                          SUPERSEDED SURVEY CONTROL
 PM0370
 PM0370.No superseded survey control is available for this station.
 PM0370
 PM0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ602234(NAD 83)
 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: USE   
 PM0370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PM0370
 PM0370  HISTORY     - Date     Condition        Report By
 PM0370  HISTORY     - 1972     MONUMENTED       USE
 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 = OCTOBER  7, 2006
 PM0376 ***********************************************************************
 PM0376  DESIGNATION -  908 7070 3
 PM0376  PID         -  PM0376
 PM0376  STATE/COUNTY-  WI/KEWAUNEE
 PM0376  USGS QUAD   -  ALGOMA (1982)
 PM0376
 PM0376                         *CURRENT SURVEY CONTROL
 PM0376  ___________________________________________________________________
 PM0376* NAD 83(1986)-  44 36 36.     (N)    087 26 00.     (W)     SCALED    
 PM0376* NAVD 88     -       178.192  (meters)     584.62   (feet)  ADJUSTED  
 PM0376  ___________________________________________________________________
 PM0376  GEOID HEIGHT-         -36.41  (meters)                     GEOID03
 PM0376  DYNAMIC HT  -         178.171 (meters)     584.55  (feet)  COMP
 PM0376  MODELED GRAV-     980,499.2   (mgal)                       NAVD 88
 PM0376
 PM0376  VERT ORDER  -  FIRST     CLASS I
 PM0376
 PM0376.The horizontal coordinates were scaled from a topographic map and have
 PM0376.an estimated accuracy of +/- 6 seconds.
 PM0376
 PM0376.The orthometric height was determined by differential leveling
 PM0376.and adjusted by the National Geodetic Survey in June 1991..
 PM0376
 PM0376.The geoid height was determined by GEOID03.
 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     -    89,520.      803,700.      MT  (+/- 180 meters Scaled)
 PM0376
 PM0376                          SUPERSEDED SURVEY CONTROL
 PM0376
 PM0376.No superseded survey control is available for this station.
 PM0376
 PM0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ656397(NAD 83)
 PM0376_MARKER: X = CHISELED CROSS
 PM0376_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PM0376_SP_SET: CONCRETE 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 - March 03, 2004
 PM0376
 PM0376  HISTORY     - Date     Condition        Report By
 PM0376  HISTORY     - UNK      MONUMENTED       USE
 PM0376  HISTORY     - 1975     GOOD             NOS
 PM0376  HISTORY     - 20021104 POOR             USPSQD
 PM0376  HISTORY     - 20040303 GOOD             USPSQD
 PM0376  HISTORY     - 20050720 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0340 ***********************************************************************
 PM0340  DESIGNATION -  908 7070 DOWEL
 PM0340  PID         -  PM0340
 PM0340  STATE/COUNTY-  WI/KEWAUNEE
 PM0340  USGS QUAD   -  ALGOMA (1982)
 PM0340
 PM0340                         *CURRENT SURVEY CONTROL
 PM0340  ___________________________________________________________________
 PM0340* NAD 83(1986)-  44 36 36.     (N)    087 26 00.     (W)     SCALED    
 PM0340* NAVD 88     -       180.067  (meters)     590.77   (feet)  ADJUSTED  
 PM0340  ___________________________________________________________________
 PM0340  GEOID HEIGHT-         -36.41  (meters)                     GEOID03
 PM0340  DYNAMIC HT  -         180.046 (meters)     590.70  (feet)  COMP
 PM0340  MODELED GRAV-     980,499.2   (mgal)                       NAVD 88
 PM0340
 PM0340  VERT ORDER  -  FIRST     CLASS I
 PM0340
 PM0340.The horizontal coordinates were scaled from a topographic map and have
 PM0340.an estimated accuracy of +/- 6 seconds.
 PM0340
 PM0340.The orthometric height was determined by differential leveling
 PM0340.and adjusted by the National Geodetic Survey in June 1991..
 PM0340
 PM0340.The geoid height was determined by GEOID03.
 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     -    89,520.      803,700.      MT  (+/- 180 meters Scaled)
 PM0340
 PM0340                          SUPERSEDED SURVEY CONTROL
 PM0340
 PM0340.No superseded survey control is available for this station.
 PM0340
 PM0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ656397(NAD 83)
 PM0340_MARKER: I = METAL ROD
 PM0340_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PM0340_SP_SET: COPPER-CLAD STEEL ROD
 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 = OCTOBER  7, 2006
 PM0338 ***********************************************************************
 PM0338  DESIGNATION -  908 7070 LIGHT
 PM0338  PID         -  PM0338
 PM0338  STATE/COUNTY-  WI/KEWAUNEE
 PM0338  USGS QUAD   -  ALGOMA (1982)
 PM0338
 PM0338                         *CURRENT SURVEY CONTROL
 PM0338  ___________________________________________________________________
 PM0338* NAD 83(1986)-  44 36 30.     (N)    087 26 00.     (W)     SCALED    
 PM0338* NAVD 88     -       179.372  (meters)     588.49   (feet)  ADJUSTED  
 PM0338  ___________________________________________________________________
 PM0338  GEOID HEIGHT-         -36.41  (meters)                     GEOID03
 PM0338  DYNAMIC HT  -         179.352 (meters)     588.42  (feet)  COMP
 PM0338  MODELED GRAV-     980,499.2   (mgal)                       NAVD 88
 PM0338
 PM0338  VERT ORDER  -  FIRST     CLASS I
 PM0338
 PM0338.The horizontal coordinates were scaled from a topographic map and have
 PM0338.an estimated accuracy of +/- 6 seconds.
 PM0338
 PM0338.The orthometric height was determined by differential leveling
 PM0338.and adjusted by the National Geodetic Survey in June 1991..
 PM0338
 PM0338.The geoid height was determined by GEOID03.
 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     -    89,340.      803,700.      MT  (+/- 180 meters Scaled)
 PM0338
 PM0338                          SUPERSEDED SURVEY CONTROL
 PM0338
 PM0338.No superseded survey control is available for this station.
 PM0338
 PM0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ656395(NAD 83)
 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 = OCTOBER  7, 2006
 PM0339 ***********************************************************************
 PM0339  DESIGNATION -  908 7070 WL 256
 PM0339  PID         -  PM0339
 PM0339  STATE/COUNTY-  WI/KEWAUNEE
 PM0339  USGS QUAD   -  ALGOMA (1982)
 PM0339
 PM0339                         *CURRENT SURVEY CONTROL
 PM0339  ___________________________________________________________________
 PM0339* NAD 83(1986)-  44 36 36.     (N)    087 26 00.     (W)     SCALED    
 PM0339* NAVD 88     -       178.188  (meters)     584.61   (feet)  ADJUSTED  
 PM0339  ___________________________________________________________________
 PM0339  GEOID HEIGHT-         -36.41  (meters)                     GEOID03
 PM0339  DYNAMIC HT  -         178.168 (meters)     584.54  (feet)  COMP
 PM0339  MODELED GRAV-     980,499.2   (mgal)                       NAVD 88
 PM0339
 PM0339  VERT ORDER  -  FIRST     CLASS I
 PM0339
 PM0339.The horizontal coordinates were scaled from a topographic map and have
 PM0339.an estimated accuracy of +/- 6 seconds.
 PM0339
 PM0339.The orthometric height was determined by differential leveling
 PM0339.and adjusted by the National Geodetic Survey in June 1991..
 PM0339
 PM0339.The geoid height was determined by GEOID03.
 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     -    89,520.      803,700.      MT  (+/- 180 meters Scaled)
 PM0339
 PM0339                          SUPERSEDED SURVEY CONTROL
 PM0339
 PM0339.No superseded survey control is available for this station.
 PM0339
 PM0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ656397(NAD 83)
 PM0339_MARKER: DD = SURVEY DISK
 PM0339_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PM0339_SP_SET: CONCRETE PIER
 PM0339_STAMPING: WL 256 1935
 PM0339_MARK LOGO: USLS  
 PM0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0339+STABILITY: SURFACE MOTION
 PM0339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0339+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0380 ***********************************************************************
 PM0380  DESIGNATION -  908 7072 1
 PM0380  PID         -  PM0380
 PM0380  STATE/COUNTY-  WI/DOOR
 PM0380  USGS QUAD   -  STURGEON BAY EAST (1981)
 PM0380
 PM0380                         *CURRENT SURVEY CONTROL
 PM0380  ___________________________________________________________________
 PM0380* NAD 83(1986)-  44 47 42.     (N)    087 18 48.     (W)     SCALED    
 PM0380* NAVD 88     -       182.592  (meters)     599.05   (feet)  ADJUSTED  
 PM0380  ___________________________________________________________________
 PM0380  GEOID HEIGHT-         -36.71  (meters)                     GEOID03
 PM0380  DYNAMIC HT  -         182.574 (meters)     598.99  (feet)  COMP
 PM0380  MODELED GRAV-     980,513.4   (mgal)                       NAVD 88
 PM0380
 PM0380  VERT ORDER  -  FIRST     CLASS I
 PM0380
 PM0380.The horizontal coordinates were scaled from a topographic map and have
 PM0380.an estimated accuracy of +/- 6 seconds.
 PM0380
 PM0380.The orthometric height was determined by differential leveling
 PM0380.and adjusted by the National Geodetic Survey in June 1991..
 PM0380
 PM0380.The geoid height was determined by GEOID03.
 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     -   110,380.      812,540.      MT  (+/- 180 meters Scaled)
 PM0380
 PM0380                          SUPERSEDED SURVEY CONTROL
 PM0380
 PM0380.No superseded survey control is available for this station.
 PM0380
 PM0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ752602(NAD 83)
 PM0380_MARKER: B = BOLT
 PM0380_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PM0380+WITH SETTING: PAVEMENT
 PM0380_SP_SET: BASE OF LIGHTHOUSE SHAFT
 PM0380_MARK LOGO: NONE  
 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 - July 28, 2005
 PM0380
 PM0380  HISTORY     - Date     Condition        Report By
 PM0380  HISTORY     - UNK      MONUMENTED       USE
 PM0380  HISTORY     - 1975     GOOD             NOS
 PM0380  HISTORY     - 19910504 GOOD             USPSQD
 PM0380  HISTORY     - 19961019 GOOD             USPSQD
 PM0380  HISTORY     - 20030811 GOOD             USPSQD
 PM0380  HISTORY     - 20050728 GOOD             WIDT
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0382 ***********************************************************************
 PM0382  DESIGNATION -  908 7072 2
 PM0382  PID         -  PM0382
 PM0382  STATE/COUNTY-  WI/DOOR
 PM0382  USGS QUAD   -  STURGEON BAY EAST (1981)
 PM0382
 PM0382                         *CURRENT SURVEY CONTROL
 PM0382  ___________________________________________________________________
 PM0382* NAD 83(1986)-  44 47 42.     (N)    087 18 48.     (W)     SCALED    
 PM0382* NAVD 88     -       182.760  (meters)     599.61   (feet)  ADJUSTED  
 PM0382  ___________________________________________________________________
 PM0382  GEOID HEIGHT-         -36.71  (meters)                     GEOID03
 PM0382  DYNAMIC HT  -         182.741 (meters)     599.54  (feet)  COMP
 PM0382  MODELED GRAV-     980,513.4   (mgal)                       NAVD 88
 PM0382
 PM0382  VERT ORDER  -  FIRST     CLASS I
 PM0382
 PM0382.The horizontal coordinates were scaled from a topographic map and have
 PM0382.an estimated accuracy of +/- 6 seconds.
 PM0382
 PM0382.The orthometric height was determined by differential leveling
 PM0382.and adjusted by the National Geodetic Survey in June 1991..
 PM0382
 PM0382.The geoid height was determined by GEOID03.
 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     -   110,380.      812,540.      MT  (+/- 180 meters Scaled)
 PM0382
 PM0382                          SUPERSEDED SURVEY CONTROL
 PM0382
 PM0382.No superseded survey control is available for this station.
 PM0382
 PM0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ752602(NAD 83)
 PM0382_MARKER: Z = SEE DESCRIPTION
 PM0382_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PM0382+WITH SETTING: PAVEMENT
 PM0382_SP_SET: BRICK BASE
 PM0382_MARK LOGO: NONE  
 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 - July 28, 2005
 PM0382
 PM0382  HISTORY     - Date     Condition        Report By
 PM0382  HISTORY     - UNK      MONUMENTED       USE
 PM0382  HISTORY     - 1975     GOOD             NOS
 PM0382  HISTORY     - 20030811 GOOD             USPSQD
 PM0382  HISTORY     - 20050728 GOOD             WIDT
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0381 ***********************************************************************
 PM0381  DESIGNATION -  908 7072 BASE PLATE
 PM0381  PID         -  PM0381
 PM0381  STATE/COUNTY-  WI/DOOR
 PM0381  USGS QUAD   -  STURGEON BAY EAST (1981)
 PM0381
 PM0381                         *CURRENT SURVEY CONTROL
 PM0381  ___________________________________________________________________
 PM0381* NAD 83(1986)-  44 47 42.     (N)    087 18 48.     (W)     SCALED    
 PM0381* NAVD 88     -       182.254  (meters)     597.95   (feet)  ADJUSTED  
 PM0381  ___________________________________________________________________
 PM0381  GEOID HEIGHT-         -36.71  (meters)                     GEOID03
 PM0381  DYNAMIC HT  -         182.235 (meters)     597.88  (feet)  COMP
 PM0381  MODELED GRAV-     980,513.4   (mgal)                       NAVD 88
 PM0381
 PM0381  VERT ORDER  -  FIRST     CLASS I
 PM0381
 PM0381.The horizontal coordinates were scaled from a topographic map and have
 PM0381.an estimated accuracy of +/- 6 seconds.
 PM0381
 PM0381.The orthometric height was determined by differential leveling
 PM0381.and adjusted by the National Geodetic Survey in June 1991..
 PM0381
 PM0381.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 PM0381
 PM0381.No superseded survey control is available for this station.
 PM0381
 PM0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ752602(NAD 83)
 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_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0381+STABILITY: SURFACE MOTION
 PM0381
 PM0381  HISTORY     - Date     Condition        Report By
 PM0381  HISTORY     - UNK      MONUMENTED       USE
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0362 ***********************************************************************
 PM0362  TIDAL BM    -  This is a Tidal Bench Mark.
 PM0362  DESIGNATION -  908 7072 DWELLING A
 PM0362  PID         -  PM0362
 PM0362  STATE/COUNTY-  WI/DOOR
 PM0362  USGS QUAD   -  STURGEON BAY EAST (1981)
 PM0362
 PM0362                         *CURRENT SURVEY CONTROL
 PM0362  ___________________________________________________________________
 PM0362* NAD 83(1986)-  44 47 42.     (N)    087 18 47.     (W)     SCALED    
 PM0362* NAVD 88     -       178.598  (meters)     585.95   (feet)  ADJUSTED  
 PM0362  ___________________________________________________________________
 PM0362  GEOID HEIGHT-         -36.71  (meters)                     GEOID03
 PM0362  DYNAMIC HT  -         178.580 (meters)     585.89  (feet)  COMP
 PM0362  MODELED GRAV-     980,513.4   (mgal)                       NAVD 88
 PM0362
 PM0362  VERT ORDER  -  FIRST     CLASS I
 PM0362
 PM0362.The horizontal coordinates were scaled from a topographic map and have
 PM0362.an estimated accuracy of +/- 6 seconds.
 PM0362
 PM0362.The orthometric height was determined by differential leveling
 PM0362.and adjusted by the National Geodetic Survey in June 1991..
 PM0362
 PM0362.This Tidal Bench Mark is designated as VM 13223
 PM0362.by the Center for Operational Oceanographic Products and Services.
 PM0362
 PM0362.The geoid height was determined by GEOID03.
 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     -   110,380.      812,560.      MT  (+/- 180 meters Scaled)
 PM0362
 PM0362                          SUPERSEDED SURVEY CONTROL
 PM0362
 PM0362.No superseded survey control is available for this station.
 PM0362
 PM0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ752602(NAD 83)
 PM0362_MARKER: I = METAL ROD
 PM0362_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PM0362_SP_SET: IRON ROD
 PM0362_MARK LOGO: NONE  
 PM0362_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PM0362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC8311 ***********************************************************************
 AC8311  TIDAL BM    -  This is a Tidal Bench Mark.
 AC8311  DESIGNATION -  908 7072 F
 AC8311  PID         -  AC8311
 AC8311  STATE/COUNTY-  WI/DOOR
 AC8311  USGS QUAD   -  STURGEON BAY EAST (1981)
 AC8311
 AC8311                         *CURRENT SURVEY CONTROL
 AC8311  ___________________________________________________________________
 AC8311* NAD 83(1986)-  44 47 42.     (N)    087 18 50.     (W)     SCALED    
 AC8311* NAVD 88     -       177.877  (meters)     583.58   (feet)  ADJUSTED  
 AC8311  ___________________________________________________________________
 AC8311  GEOID HEIGHT-         -36.71  (meters)                     GEOID03
 AC8311  DYNAMIC HT  -         177.859 (meters)     583.53  (feet)  COMP
 AC8311  MODELED GRAV-     980,513.4   (mgal)                       NAVD 88
 AC8311
 AC8311  VERT ORDER  -  SECOND    CLASS I
 AC8311
 AC8311.The horizontal coordinates were scaled from a topographic map and have
 AC8311.an estimated accuracy of +/- 6 seconds.
 AC8311
 AC8311.The orthometric height was determined by differential leveling
 AC8311.and adjusted by the National Geodetic Survey in July 1997..
 AC8311
 AC8311.This Tidal Bench Mark is designated as VM 13224
 AC8311.by the Center for Operational Oceanographic Products and Services.
 AC8311
 AC8311.The geoid height was determined by GEOID03.
 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     -   110,370.      812,490.      MT  (+/- 180 meters Scaled)
 AC8311
 AC8311                          SUPERSEDED SURVEY CONTROL
 AC8311
 AC8311.No superseded survey control is available for this station.
 AC8311
 AC8311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ751602(NAD 83)
 AC8311_MARKER: DB = BENCH MARK DISK
 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 - July 28, 2005
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0363 ***********************************************************************
 PM0363  TIDAL BM    -  This is a Tidal Bench Mark.
 PM0363  DESIGNATION -  908 7072 FLAG A
 PM0363  PID         -  PM0363
 PM0363  STATE/COUNTY-  WI/DOOR
 PM0363  USGS QUAD   -  STURGEON BAY EAST (1981)
 PM0363
 PM0363                         *CURRENT SURVEY CONTROL
 PM0363  ___________________________________________________________________
 PM0363* NAD 83(1986)-  44 47 41.     (N)    087 18 48.     (W)     SCALED    
 PM0363* NAVD 88     -       178.408  (meters)     585.33   (feet)  ADJUSTED  
 PM0363  ___________________________________________________________________
 PM0363  GEOID HEIGHT-         -36.71  (meters)                     GEOID03
 PM0363  DYNAMIC HT  -         178.390 (meters)     585.27  (feet)  COMP
 PM0363  MODELED GRAV-     980,513.4   (mgal)                       NAVD 88
 PM0363
 PM0363  VERT ORDER  -  FIRST     CLASS I
 PM0363
 PM0363.The horizontal coordinates were scaled from a topographic map and have
 PM0363.an estimated accuracy of +/- 6 seconds.
 PM0363
 PM0363.The orthometric height was determined by differential leveling
 PM0363.and adjusted by the National Geodetic Survey in June 1991..
 PM0363
 PM0363.This Tidal Bench Mark is designated as VM 13221
 PM0363.by the Center for Operational Oceanographic Products and Services.
 PM0363
 PM0363.The geoid height was determined by GEOID03.
 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     -   110,340.      812,540.      MT  (+/- 180 meters Scaled)
 PM0363
 PM0363                          SUPERSEDED SURVEY CONTROL
 PM0363
 PM0363.No superseded survey control is available for this station.
 PM0363
 PM0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ752601(NAD 83)
 PM0363_MARKER: I = METAL ROD
 PM0363_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PM0363_SP_SET: IRON ROD
 PM0363_MARK LOGO: NONE  
 PM0363_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PM0363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PM0363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0363+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2003
 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
 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--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0361 ***********************************************************************
 PM0361  TIDAL BM    -  This is a Tidal Bench Mark.
 PM0361  DESIGNATION -  908 7072 GARAGE
 PM0361  PID         -  PM0361
 PM0361  STATE/COUNTY-  WI/DOOR
 PM0361  USGS QUAD   -  STURGEON BAY EAST (1981)
 PM0361
 PM0361                         *CURRENT SURVEY CONTROL
 PM0361  ___________________________________________________________________
 PM0361* NAD 83(1986)-  44 47 44.     (N)    087 18 50.     (W)     SCALED    
 PM0361* NAVD 88     -       181.879  (meters)     596.71   (feet)  ADJUSTED  
 PM0361  ___________________________________________________________________
 PM0361  GEOID HEIGHT-         -36.71  (meters)                     GEOID03
 PM0361  DYNAMIC HT  -         181.861 (meters)     596.66  (feet)  COMP
 PM0361  MODELED GRAV-     980,513.4   (mgal)                       NAVD 88
 PM0361
 PM0361  VERT ORDER  -  FIRST     CLASS I
 PM0361
 PM0361.The horizontal coordinates were scaled from a topographic map and have
 PM0361.an estimated accuracy of +/- 6 seconds.
 PM0361
 PM0361.The orthometric height was determined by differential leveling
 PM0361.and adjusted by the National Geodetic Survey in June 1998..
 PM0361
 PM0361.This Tidal Bench Mark is designated as VM 13220
 PM0361.by the Center for Operational Oceanographic Products and Services.
 PM0361
 PM0361.The geoid height was determined by GEOID03.
 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     -   110,440.      812,490.      MT  (+/- 180 meters Scaled)
 PM0361
 PM0361                          SUPERSEDED SURVEY CONTROL
 PM0361
 PM0361  NAVD 88 (06/15/91)  181.880  (m)          596.72   (f) UNKNOWN     1 1
 PM0361
 PM0361.Superseded values are not recommended for survey control.
 PM0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0361.See file dsdata.txt to determine how the superseded data were derived.
 PM0361
 PM0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ751602(NAD 83)
 PM0361_MARKER: I = METAL ROD
 PM0361_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PM0361_SP_SET: COPPER-CLAD STEEL ROD
 PM0361_MARK LOGO: NGS   
 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 - July 28, 2005
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0378 ***********************************************************************
 PM0378  DESIGNATION -  908 7072 MAST
 PM0378  PID         -  PM0378
 PM0378  STATE/COUNTY-  WI/DOOR
 PM0378  USGS QUAD   -  STURGEON BAY EAST (1981)
 PM0378
 PM0378                         *CURRENT SURVEY CONTROL
 PM0378  ___________________________________________________________________
 PM0378* NAD 83(1986)-  44 47 42.     (N)    087 18 48.     (W)     SCALED    
 PM0378* NAVD 88     -       183.456  (meters)     601.89   (feet)  ADJUSTED  
 PM0378  ___________________________________________________________________
 PM0378  GEOID HEIGHT-         -36.71  (meters)                     GEOID03
 PM0378  DYNAMIC HT  -         183.437 (meters)     601.83  (feet)  COMP
 PM0378  MODELED GRAV-     980,513.4   (mgal)                       NAVD 88
 PM0378
 PM0378  VERT ORDER  -  FIRST     CLASS I
 PM0378
 PM0378.The horizontal coordinates were scaled from a topographic map and have
 PM0378.an estimated accuracy of +/- 6 seconds.
 PM0378
 PM0378.The orthometric height was determined by differential leveling
 PM0378.and adjusted by the National Geodetic Survey in June 1991..
 PM0378
 PM0378.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 PM0378
 PM0378.No superseded survey control is available for this station.
 PM0378
 PM0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ752602(NAD 83)
 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 = OCTOBER  7, 2006
 PM0364 ***********************************************************************
 PM0364  DESIGNATION -  908 7072 WELD
 PM0364  PID         -  PM0364
 PM0364  STATE/COUNTY-  WI/DOOR
 PM0364  USGS QUAD   -  STURGEON BAY EAST (1981)
 PM0364
 PM0364                         *CURRENT SURVEY CONTROL
 PM0364  ___________________________________________________________________
 PM0364* NAD 83(1986)-  44 47 42.     (N)    087 18 48.     (W)     SCALED    
 PM0364* NAVD 88     -       177.955  (meters)     583.84   (feet)  ADJUSTED  
 PM0364  ___________________________________________________________________
 PM0364  GEOID HEIGHT-         -36.71  (meters)                     GEOID03
 PM0364  DYNAMIC HT  -         177.937 (meters)     583.78  (feet)  COMP
 PM0364  MODELED GRAV-     980,513.4   (mgal)                       NAVD 88
 PM0364
 PM0364  VERT ORDER  -  FIRST     CLASS I
 PM0364
 PM0364.The horizontal coordinates were scaled from a topographic map and have
 PM0364.an estimated accuracy of +/- 6 seconds.
 PM0364
 PM0364.The orthometric height was determined by differential leveling
 PM0364.and adjusted by the National Geodetic Survey in June 1991..
 PM0364
 PM0364.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 PM0364
 PM0364.No superseded survey control is available for this station.
 PM0364
 PM0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ752602(NAD 83)
 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 = OCTOBER  7, 2006
 PM0354 ***********************************************************************
 PM0354  DESIGNATION -  908 7073 ACE
 PM0354  PID         -  PM0354
 PM0354  STATE/COUNTY-  WI/DOOR
 PM0354  USGS QUAD   -  STURGEON BAY WEST (1981)
 PM0354
 PM0354                         *CURRENT SURVEY CONTROL
 PM0354  ___________________________________________________________________
 PM0354* NAD 83(1986)-  44 50 06.     (N)    087 22 42.     (W)     SCALED    
 PM0354* NAVD 88     -       184.204  (meters)     604.34   (feet)  ADJUSTED  
 PM0354  ___________________________________________________________________
 PM0354  GEOID HEIGHT-         -36.73  (meters)                     GEOID03
 PM0354  DYNAMIC HT  -         184.186 (meters)     604.28  (feet)  COMP
 PM0354  MODELED GRAV-     980,516.1   (mgal)                       NAVD 88
 PM0354
 PM0354  VERT ORDER  -  FIRST     CLASS I
 PM0354
 PM0354.The horizontal coordinates were scaled from a topographic map and have
 PM0354.an estimated accuracy of +/- 6 seconds.
 PM0354
 PM0354.The orthometric height was determined by differential leveling
 PM0354.and adjusted by the National Geodetic Survey in June 1991..
 PM0354
 PM0354.The geoid height was determined by GEOID03.
 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     -   114,650.      807,250.      MT  (+/- 180 meters Scaled)
 PM0354
 PM0354                          SUPERSEDED SURVEY CONTROL
 PM0354
 PM0354.No superseded survey control is available for this station.
 PM0354
 PM0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ700646(NAD 83)
 PM0354_MARKER: Q = CHISELED SQUARE
 PM0354_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PM0354_SP_SET: WATER TABLE OF BUILDING
 PM0354_MARK LOGO: NONE  
 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 - May 12, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0377 ***********************************************************************
 PM0377  DESIGNATION -  908 7073 BARKER A
 PM0377  PID         -  PM0377
 PM0377  STATE/COUNTY-  WI/DOOR
 PM0377  USGS QUAD   -  STURGEON BAY WEST (1981)
 PM0377
 PM0377                         *CURRENT SURVEY CONTROL
 PM0377  ___________________________________________________________________
 PM0377* NAD 83(1986)-  44 50 06.     (N)    087 22 42.     (W)     SCALED    
 PM0377* NAVD 88     -       179.062  (meters)     587.47   (feet)  ADJUSTED  
 PM0377  ___________________________________________________________________
 PM0377  GEOID HEIGHT-         -36.73  (meters)                     GEOID03
 PM0377  DYNAMIC HT  -         179.045 (meters)     587.42  (feet)  COMP
 PM0377  MODELED GRAV-     980,516.1   (mgal)                       NAVD 88
 PM0377
 PM0377  VERT ORDER  -  FIRST     CLASS I
 PM0377
 PM0377.The horizontal coordinates were scaled from a topographic map and have
 PM0377.an estimated accuracy of +/- 6 seconds.
 PM0377
 PM0377.The orthometric height was determined by differential leveling
 PM0377.and adjusted by the National Geodetic Survey in June 1991..
 PM0377
 PM0377.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 PM0377
 PM0377.No superseded survey control is available for this station.
 PM0377
 PM0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ700646(NAD 83)
 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 = OCTOBER  7, 2006
 PM0353 ***********************************************************************
 PM0353  DESIGNATION -  908 7073 LSC 7 B 111
 PM0353  PID         -  PM0353
 PM0353  STATE/COUNTY-  WI/DOOR
 PM0353  USGS QUAD   -  STURGEON BAY WEST (1981)
 PM0353
 PM0353                         *CURRENT SURVEY CONTROL
 PM0353  ___________________________________________________________________
 PM0353* NAD 83(1986)-  44 50 00.     (N)    087 22 42.     (W)     SCALED    
 PM0353* NAVD 88     -       178.144  (meters)     584.46   (feet)  ADJUSTED  
 PM0353  ___________________________________________________________________
 PM0353  GEOID HEIGHT-         -36.72  (meters)                     GEOID03
 PM0353  DYNAMIC HT  -         178.127 (meters)     584.40  (feet)  COMP
 PM0353  MODELED GRAV-     980,516.0   (mgal)                       NAVD 88
 PM0353
 PM0353  VERT ORDER  -  FIRST     CLASS I
 PM0353
 PM0353.The horizontal coordinates were scaled from a topographic map and have
 PM0353.an estimated accuracy of +/- 6 seconds.
 PM0353
 PM0353.The orthometric height was determined by differential leveling
 PM0353.and adjusted by the National Geodetic Survey in June 1991..
 PM0353
 PM0353.The geoid height was determined by GEOID03.
 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     -   114,460.      807,260.      MT  (+/- 180 meters Scaled)
 PM0353
 PM0353                          SUPERSEDED SURVEY CONTROL
 PM0353
 PM0353.No superseded survey control is available for this station.
 PM0353
 PM0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ700645(NAD 83)
 PM0353_MARKER: DD = SURVEY DISK
 PM0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0353_SP_SET: CONCRETE POST
 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 = OCTOBER  7, 2006
 PM0356 ***********************************************************************
 PM0356  DESIGNATION -  908 7073 SB 1
 PM0356  PID         -  PM0356
 PM0356  STATE/COUNTY-  WI/DOOR
 PM0356  USGS QUAD   -  STURGEON BAY WEST (1981)
 PM0356
 PM0356                         *CURRENT SURVEY CONTROL
 PM0356  ___________________________________________________________________
 PM0356* NAD 83(1986)-  44 49 54.     (N)    087 22 36.     (W)     SCALED    
 PM0356* NAVD 88     -       178.645  (meters)     586.10   (feet)  ADJUSTED  
 PM0356  ___________________________________________________________________
 PM0356  GEOID HEIGHT-         -36.72  (meters)                     GEOID03
 PM0356  DYNAMIC HT  -         178.627 (meters)     586.05  (feet)  COMP
 PM0356  MODELED GRAV-     980,515.9   (mgal)                       NAVD 88
 PM0356
 PM0356  VERT ORDER  -  FIRST     CLASS I
 PM0356
 PM0356.The horizontal coordinates were scaled from a topographic map and have
 PM0356.an estimated accuracy of +/- 6 seconds.
 PM0356
 PM0356.The orthometric height was determined by differential leveling
 PM0356.and adjusted by the National Geodetic Survey in June 1991..
 PM0356
 PM0356.The geoid height was determined by GEOID03.
 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     -   114,280.      807,400.      MT  (+/- 180 meters Scaled)
 PM0356
 PM0356                          SUPERSEDED SURVEY CONTROL
 PM0356
 PM0356.No superseded survey control is available for this station.
 PM0356
 PM0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ702643(NAD 83)
 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 = OCTOBER  7, 2006
 PM0355 ***********************************************************************
 PM0355  DESIGNATION -  908 7073 WISC
 PM0355  PID         -  PM0355
 PM0355  STATE/COUNTY-  WI/DOOR
 PM0355  USGS QUAD   -  STURGEON BAY WEST (1981)
 PM0355
 PM0355                         *CURRENT SURVEY CONTROL
 PM0355  ___________________________________________________________________
 PM0355* NAD 83(1986)-  44 50 00.     (N)    087 22 36.     (W)     SCALED    
 PM0355* NAVD 88     -       181.748  (meters)     596.28   (feet)  ADJUSTED  
 PM0355  ___________________________________________________________________
 PM0355  GEOID HEIGHT-         -36.72  (meters)                     GEOID03
 PM0355  DYNAMIC HT  -         181.730 (meters)     596.23  (feet)  COMP
 PM0355  MODELED GRAV-     980,516.0   (mgal)                       NAVD 88
 PM0355
 PM0355  VERT ORDER  -  FIRST     CLASS I
 PM0355
 PM0355.The horizontal coordinates were scaled from a topographic map and have
 PM0355.an estimated accuracy of +/- 6 seconds.
 PM0355
 PM0355.The orthometric height was determined by differential leveling
 PM0355.and adjusted by the National Geodetic Survey in June 1991..
 PM0355
 PM0355.The geoid height was determined by GEOID03.
 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     -   114,470.      807,390.      MT  (+/- 180 meters Scaled)
 PM0355
 PM0355                          SUPERSEDED SURVEY CONTROL
 PM0355
 PM0355.No superseded survey control is available for this station.
 PM0355
 PM0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ702645(NAD 83)
 PM0355_MARKER: DD = SURVEY DISK
 PM0355_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PM0355_SP_SET: FOUNDATION WALL
 PM0355_MARK LOGO: USE   
 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 - July 28, 2005
 PM0355
 PM0355  HISTORY     - Date     Condition        Report By
 PM0355  HISTORY     - UNK      MONUMENTED       USE
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0087 ***********************************************************************
 PN0087  TIDAL BM    -  This is a Tidal Bench Mark.
 PN0087  DESIGNATION -  908 7078 COAL A
 PN0087  PID         -  PN0087
 PN0087  STATE/COUNTY-  WI/BROWN
 PN0087  USGS QUAD   -  GREEN BAY WEST (1992)
 PN0087
 PN0087                         *CURRENT SURVEY CONTROL
 PN0087  ___________________________________________________________________
 PN0087* NAD 83(1986)-  44 32 27.     (N)    088 00 26.     (W)     SCALED    
 PN0087* NAVD 88     -       179.444  (meters)     588.73   (feet)  ADJUSTED  
 PN0087  ___________________________________________________________________
 PN0087  GEOID HEIGHT-         -36.21  (meters)                     GEOID03
 PN0087  DYNAMIC HT  -         179.422 (meters)     588.65  (feet)  COMP
 PN0087  MODELED GRAV-     980,492.3   (mgal)                       NAVD 88
 PN0087
 PN0087  VERT ORDER  -  FIRST     CLASS 0
 PN0087
 PN0087.The horizontal coordinates were scaled from a topographic map and have
 PN0087.an estimated accuracy of +/- 6 seconds.
 PN0087
 PN0087.The orthometric height was determined by differential leveling
 PN0087.and adjusted by the National Geodetic Survey in June 1991..
 PN0087
 PN0087.This Tidal Bench Mark is designated as VM 13229
 PN0087.by the Center for Operational Oceanographic Products and Services.
 PN0087
 PN0087.The geoid height was determined by GEOID03.
 PN0087
 PN0087.The dynamic height is computed by dividing the NAVD 88
 PN0087.geopotential number by the normal gravity value computed on the
 PN0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0087.degrees latitude (g = 980.6199 gals.).
 PN0087
 PN0087.The modeled gravity was interpolated from observed gravity values.
 PN0087
 PN0087;                    North         East    Units  Estimated Accuracy
 PN0087;SPC WI C     -    80,560.      758,350.      MT  (+/- 180 meters Scaled)
 PN0087
 PN0087                          SUPERSEDED SURVEY CONTROL
 PN0087
 PN0087.No superseded survey control is available for this station.
 PN0087
 PN0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ199324(NAD 83)
 PN0087_MARKER: B = BOLT
 PN0087_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PN0087_SP_SET: WALL
 PN0087_MARK LOGO: USLS  
 PN0087_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0087+STABILITY: SURFACE MOTION
 PN0087_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0087+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2005
 PN0087
 PN0087  HISTORY     - Date     Condition        Report By
 PN0087  HISTORY     - 1959     MONUMENTED       USLS
 PN0087  HISTORY     - 1972     GOOD             NGS
 PN0087  HISTORY     - 1974     GOOD             NOS
 PN0087  HISTORY     - 1985     GOOD             NGS
 PN0087  HISTORY     - 19940504 GOOD             WI-009
 PN0087  HISTORY     - 19940826 GOOD             NOS
 PN0087  HISTORY     - 19950802 GOOD             NOS
 PN0087  HISTORY     - 20050808 GOOD             WIDT
 PN0087
 PN0087                          STATION DESCRIPTION
 PN0087
 PN0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PN0087'AT GREEN BAY.
 PN0087'AT GREEN BAY, AT THE LARGE WISCONSIN POWER COMPANY PULLIAM BAY
 PN0087'PLANT, 41.7 FEET EAST OF AND 18.8 FEET SOUTH OF WIS (USE)
 PN0087'DESCRIBED, 18.8 FEET SOUTH OF THE NORTHEAST CORNER OF THE LARGE
 PN0087'PLANT BUILDING, 6 FEET SOUTH OF THE SOUTH RAIL OF A TRACK, SET
 PN0087'VERTICALLY IN THE EAST FACE OF THE NORTH-SOUTH WALL ALONG THE
 PN0087'SOUTH SIDE OF THE TRACKS FOR THE COAL UNLOADING SECTION, A CROSS
 PN0087'CUT IN THE END OF A 1/8 INCH BRASS BOLT 0.4 FOOT SOUTH OF THE
 PN0087'NORTH END OF THE WALL AND 4.6 FEET ABOVE THE BLACK TOP RAMP.
 PN0087
 PN0087                          STATION RECOVERY (1974)
 PN0087
 PN0087'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1974
 PN0087'RECOVERED IN GOOD CONDITION.
 PN0087
 PN0087                          STATION RECOVERY (1985)
 PN0087
 PN0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0087'RECOVERED IN GOOD CONDITION.
 PN0087
 PN0087                          STATION RECOVERY (1994)
 PN0087
 PN0087'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0087'RECOVERED IN GOOD CONDITION
 PN0087
 PN0087                          STATION RECOVERY (1994)
 PN0087
 PN0087'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 PN0087'AT GREEN BAY, AT THE LARGE WISCONSIN POWER COMPANY PULLIAM BAY PLANT,
 PN0087'41.7 FEET (12.7 M) EAST OF AND 18.8 FEET (5.7 M) SOUTH OF WIS (USE)
 PN0087'DESCRIBED, 18.8 FEET (5.7 M) SOUTH OF THE NORTHEAST CORNER OF THE
 PN0087'LARGE PLANT BUILDING, 6 FEET (1.8 M) SOUTH OF THE SOUTH RAIL OF A
 PN0087'TRACK, SET VERTICALLY IN THE EAST FACE OF THE NORTH-SOUTH WALL ALONG
 PN0087'THE SOUTH SIDE OF THE TRACKS FOR THE COAL UNLOADING SECTION, A CROSS
 PN0087'CUT IN THE END OF A 1/4 INCH BRASS BOLT 0.4 FOOT (12.2 CM) SOUTH OF
 PN0087'THE NORTH END OF THE WALL AND 4.6 FEET (1.4 M) ABOVE THE BLACK TOP
 PN0087'RAMP.
 PN0087
 PN0087                          STATION RECOVERY (1995)
 PN0087
 PN0087'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JRS)
 PN0087'RECOVERED AS DESCRIBED.
 PN0087
 PN0087                          STATION RECOVERY (2005)
 PN0087
 PN0087'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0087'RECOVERED IN GOOD CONDITION.  ADD--THE STATION IS 2.1 M NORTH OF A
 PN0087'BOLT WITH A VERTICAL LINE AND LABELED B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0840 ***********************************************************************
 PN0840  TIDAL BM    -  This is a Tidal Bench Mark.
 PN0840  DESIGNATION -  908 7078 E
 PN0840  PID         -  PN0840
 PN0840  STATE/COUNTY-  WI/BROWN
 PN0840  USGS QUAD   -  GREEN BAY WEST (1992)
 PN0840
 PN0840                         *CURRENT SURVEY CONTROL
 PN0840  ___________________________________________________________________
 PN0840* NAD 83(1986)-  44 32 27.     (N)    088 00 42.     (W)     SCALED    
 PN0840* NAVD 88     -       178.658  (meters)     586.15   (feet)  ADJUSTED  
 PN0840  ___________________________________________________________________
 PN0840  GEOID HEIGHT-         -36.21  (meters)                     GEOID03
 PN0840  DYNAMIC HT  -         178.637 (meters)     586.08  (feet)  COMP
 PN0840  MODELED GRAV-     980,492.3   (mgal)                       NAVD 88
 PN0840
 PN0840  VERT ORDER  -  FIRST     CLASS II
 PN0840
 PN0840.The horizontal coordinates were scaled from a topographic map and have
 PN0840.an estimated accuracy of +/- 6 seconds.
 PN0840
 PN0840.The orthometric height was determined by differential leveling
 PN0840.and adjusted by the National Geodetic Survey in July 1997..
 PN0840
 PN0840.This Tidal Bench Mark is designated as VM 13230
 PN0840.by the Center for Operational Oceanographic Products and Services.
 PN0840
 PN0840.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 PN0840;SPC WI C     -    80,550.      758,000.      MT  (+/- 180 meters Scaled)
 PN0840
 PN0840                          SUPERSEDED SURVEY CONTROL
 PN0840
 PN0840  NAVD 88 (06/15/91)  178.654  (m)          586.13   (f) UNKNOWN     1 2
 PN0840
 PN0840.Superseded values are not recommended for survey control.
 PN0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0840.See file dsdata.txt to determine how the superseded data were derived.
 PN0840
 PN0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ196324(NAD 83)
 PN0840_MARKER: DB = BENCH MARK 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 08, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0842 ***********************************************************************
 PN0842  TIDAL BM    -  This is a Tidal Bench Mark.
 PN0842  DESIGNATION -  908 7078 F
 PN0842  PID         -  PN0842
 PN0842  STATE/COUNTY-  WI/BROWN
 PN0842  USGS QUAD   -  GREEN BAY WEST (1992)
 PN0842
 PN0842                         *CURRENT SURVEY CONTROL
 PN0842  ___________________________________________________________________
 PN0842* NAD 83(1986)-  44 32 29.     (N)    088 00 26.     (W)     SCALED    
 PN0842* NAVD 88     -       177.616  (meters)     582.73   (feet)  ADJUSTED  
 PN0842  ___________________________________________________________________
 PN0842  GEOID HEIGHT-         -36.21  (meters)                     GEOID03
 PN0842  DYNAMIC HT  -         177.594 (meters)     582.66  (feet)  COMP
 PN0842  MODELED GRAV-     980,492.4   (mgal)                       NAVD 88
 PN0842
 PN0842  VERT ORDER  -  FIRST     CLASS II
 PN0842
 PN0842.The horizontal coordinates were scaled from a topographic map and have
 PN0842.an estimated accuracy of +/- 6 seconds.
 PN0842
 PN0842.The orthometric height was determined by differential leveling
 PN0842.and adjusted by the National Geodetic Survey in July 1997..
 PN0842
 PN0842.This Tidal Bench Mark is designated as VM 13231
 PN0842.by the Center for Operational Oceanographic Products and Services.
 PN0842
 PN0842.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 PN0842;SPC WI C     -    80,620.      758,350.      MT  (+/- 180 meters Scaled)
 PN0842
 PN0842                          SUPERSEDED SURVEY CONTROL
 PN0842
 PN0842  NAVD 88 (06/15/91)  177.611  (m)          582.71   (f) UNKNOWN     1 2
 PN0842
 PN0842.Superseded values are not recommended for survey control.
 PN0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0842.See file dsdata.txt to determine how the superseded data were derived.
 PN0842
 PN0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ199325(NAD 83)
 PN0842_MARKER: DB = BENCH MARK DISK
 PN0842_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PN0842_SP_SET: PAD
 PN0842_STAMPING: 7078 F 1978
 PN0842_MARK LOGO: NOS   
 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 08, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0841 ***********************************************************************
 PN0841  TIDAL BM    -  This is a Tidal Bench Mark.
 PN0841  DESIGNATION -  908 7078 G
 PN0841  PID         -  PN0841
 PN0841  STATE/COUNTY-  WI/BROWN
 PN0841  USGS QUAD   -  GREEN BAY WEST (1992)
 PN0841
 PN0841                         *CURRENT SURVEY CONTROL
 PN0841  ___________________________________________________________________
 PN0841* NAD 83(1986)-  44 32 28.     (N)    088 00 29.     (W)     SCALED    
 PN0841* NAVD 88     -       179.336  (meters)     588.37   (feet)  ADJUSTED  
 PN0841  ___________________________________________________________________
 PN0841  GEOID HEIGHT-         -36.21  (meters)                     GEOID03
 PN0841  DYNAMIC HT  -         179.314 (meters)     588.30  (feet)  COMP
 PN0841  MODELED GRAV-     980,492.3   (mgal)                       NAVD 88
 PN0841
 PN0841  VERT ORDER  -  FIRST     CLASS II
 PN0841
 PN0841.The horizontal coordinates were scaled from a topographic map and have
 PN0841.an estimated accuracy of +/- 6 seconds.
 PN0841
 PN0841.The orthometric height was determined by differential leveling
 PN0841.and adjusted by the National Geodetic Survey in June 1991..
 PN0841
 PN0841.This Tidal Bench Mark is designated as VM 13232
 PN0841.by the Center for Operational Oceanographic Products and Services.
 PN0841
 PN0841.The geoid height was determined by GEOID03.
 PN0841
 PN0841.The dynamic height is computed by dividing the NAVD 88
 PN0841.geopotential number by the normal gravity value computed on the
 PN0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0841.degrees latitude (g = 980.6199 gals.).
 PN0841
 PN0841.The modeled gravity was interpolated from observed gravity values.
 PN0841
 PN0841;                    North         East    Units  Estimated Accuracy
 PN0841;SPC WI C     -    80,590.      758,290.      MT  (+/- 180 meters Scaled)
 PN0841
 PN0841                          SUPERSEDED SURVEY CONTROL
 PN0841
 PN0841.No superseded survey control is available for this station.
 PN0841
 PN0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ199324(NAD 83)
 PN0841_MARKER: DB = BENCH MARK DISK
 PN0841_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PN0841+WITH SETTING: PAVEMENT
 PN0841_SP_SET: LOADING DOCK
 PN0841_STAMPING: 7078 G 1983
 PN0841_MARK LOGO: NOS   
 PN0841_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0841+STABILITY: SURFACE MOTION
 PN0841_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0841+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2005
 PN0841
 PN0841  HISTORY     - Date     Condition        Report By
 PN0841  HISTORY     - 1983     MONUMENTED       NOS
 PN0841  HISTORY     - 1985     GOOD             NGS
 PN0841  HISTORY     - 19940527 GOOD             WI-009
 PN0841  HISTORY     - 19940829 GOOD             NOS
 PN0841  HISTORY     - 19950802 GOOD             NOS
 PN0841  HISTORY     - 20010806 GOOD             NGS
 PN0841  HISTORY     - 20050808 GOOD             WIDT
 PN0841
 PN0841                          STATION DESCRIPTION
 PN0841
 PN0841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0841'2.5 KM (1.55 MI) NE FROM GREEN BAY.
 PN0841'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS. 0.6 KM (0.35
 PN0841'MI) NORTHEAST ALONG NORTH BROADWAY STREET FROM ITS JUNCTION OF THE
 PN0841'CHICAGO AND NORTHWESTERN RAILROAD, THENCE 0.6 KM (0.35 MI) NORTHWEST
 PN0841'ALONG PRARIE AVENUE, THENCE 0.6 KM (0.35 MI) NORTHEAST ALONG BYLSBY
 PN0841'AVENUE, THENCE 0.7 KM (0.4 MI) ALONG THE ENTRANCE DRIVEWAY TO THE
 PN0841'WISCONSIN POWER COMPANY PULLMAN BAY PLANT, IN TOP OF THE WEST END OF A
 PN0841'CONCRETE RETAINING WALL OF A LOADING DOCK, 120.9 M (396.7 FT) EAST OF
 PN0841'THE ENTRANCE GATE AT A GUARD SHACK, 52.6 M (172.6 FT) EAST OF THE
 PN0841'NORTHEAST CORNER OF THE PLANT, 20.6 M (67.6 FT) SOUTHWEST OF THE WEST
 PN0841'CORNER OF THE WATER LEVEL STATION BUILDING, AND 17.5 M (57.4 FT)
 PN0841'NORTH-NORTHWEST OF THE NORTH CORNER OF A STEEL STORAGE BUILDING.
 PN0841'THE MARK IS 1.2 M ABOVE THE GROUND.
 PN0841
 PN0841                          STATION RECOVERY (1994)
 PN0841
 PN0841'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0841'RECOVERED AS DESCRIBED.  A LARGE BUILDING HAS BEEN BUILT OVER THE
 PN0841'LOADING DOCK, THE DISK DISK IS IN GOOD SHAPE BUT IS INDOORS.
 PN0841
 PN0841                          STATION RECOVERY (1994)
 PN0841
 PN0841'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 PN0841'0.6 KM (0.35 MI) NORTHEAST ALONG NORTH BROADWAY STREET FROM ITS
 PN0841'JUNCTION OF THE CHICAGO AND NORTHWESTERN RAILROAD, THENCE 0.6 KM (0.35
 PN0841'MI) NORTHWEST ALONG PRARIE AVENUE, THENCE 0.6 KM (0.35 MI) NORTHEAST
 PN0841'ALONG BYLSBY AVENUE, THENCE 0.7 KM (0.45 MI) ALONG THE ENTRANCE
 PN0841'DRIVEWAY TO THE WISCONSIN POWER COMPANY PULLMAN BAY PLANT, 40.7 METERS
 PN0841'(133.5 FT) EAST OF THE SE LEG OF EASTERNMOST ASH SILO IN THE NORTHEAST
 PN0841'CORNER OF THE PLANT, 9.1 METERS (29.9 FT) SE OF THE SE CORNER OF
 PN0841'GASOLINE (FUEL STORAGE SHED, GREEN ALUMINUM BIULDING) , 0.3 METERS
 PN0841'(1.0 FT) WEST OF THE SOUTHERN SIDE OF OVERHEAD DOOR, 1.2 METERS (3.9
 PN0841'FT) ABOVE GROUND SURFACE
 PN0841
 PN0841                          STATION RECOVERY (1995)
 PN0841
 PN0841'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JRS)
 PN0841'0.6 KM (0.35 MI) NORTHEAST ALONG NORTH BROADWAY STREET FROM ITS
 PN0841'JUNCTION OF THE CHICAGO AND NORTHWESTERN RAILROAD, THENCE 0.6 KM (0.35
 PN0841'MI) NORTHWEST ALONG PRARIE AVENUE, THENCE 0.6 KM (0.35 MI) NORTHEAST
 PN0841'ALONG BYLSBY AVENUE, THENCE 0.7 KM (0.45 MI) ALONG THE ENTRANCE
 PN0841'DRIVEWAY TO THE WISCONSIN POWER COMPANY PULLMAN BAY PLANT, 40.7 METERS
 PN0841'(133.5 FT) EAST OF THE SE LEG OF EASTERNMOST ASH SILO IN THE NORTHEAST
 PN0841'CORNER OF THE PLANT, 9.1 METERS (29.9 FT) SE OF THE SE CORNER OF
 PN0841'GASOLINE (FUEL STORAGE SHED, GREEN ALUMINUM BIULDING) , 0.3 METERS
 PN0841'(1.0 FT) WEST OF THE SOUTHERN SIDE OF OVERHEAD DOOR, 1.2 METERS (3.9
 PN0841'FT) ABOVE GROUND SURFACE.
 PN0841
 PN0841                          STATION RECOVERY (2001)
 PN0841
 PN0841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PN0841'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PN0841
 PN0841                          STATION RECOVERY (2005)
 PN0841
 PN0841'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0841'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0089 ***********************************************************************
 PN0089  TIDAL BM    -  This is a Tidal Bench Mark.
 PN0089  DESIGNATION -  908 7078 LEG
 PN0089  PID         -  PN0089
 PN0089  STATE/COUNTY-  WI/BROWN
 PN0089  USGS QUAD   -  GREEN BAY WEST (1992)
 PN0089
 PN0089                         *CURRENT SURVEY CONTROL
 PN0089  ___________________________________________________________________
 PN0089* NAD 83(1986)-  44 32 29.     (N)    088 00 31.     (W)     SCALED    
 PN0089* NAVD 88     -       178.843  (meters)     586.75   (feet)  ADJUSTED  
 PN0089  ___________________________________________________________________
 PN0089  GEOID HEIGHT-         -36.21  (meters)                     GEOID03
 PN0089  DYNAMIC HT  -         178.821 (meters)     586.68  (feet)  COMP
 PN0089  MODELED GRAV-     980,492.3   (mgal)                       NAVD 88
 PN0089
 PN0089  VERT ORDER  -  FIRST     CLASS 0
 PN0089
 PN0089.The horizontal coordinates were scaled from a topographic map and have
 PN0089.an estimated accuracy of +/- 6 seconds.
 PN0089
 PN0089.The orthometric height was determined by differential leveling
 PN0089.and adjusted by the National Geodetic Survey in July 1997..
 PN0089.WARNING-Repeat measurements at this control monument indicate possible
 PN0089.vertical movement.
 PN0089
 PN0089.This Tidal Bench Mark is designated as VM 13228
 PN0089.by the Center for Operational Oceanographic Products and Services.
 PN0089
 PN0089.The geoid height was determined by GEOID03.
 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     -    80,620.      758,240.      MT  (+/- 180 meters Scaled)
 PN0089
 PN0089                          SUPERSEDED SURVEY CONTROL
 PN0089
 PN0089  NAVD 88 (06/15/91)  178.840  (m)          586.74   (f) UNKNOWN     1 0
 PN0089
 PN0089.Superseded values are not recommended for survey control.
 PN0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0089.See file dsdata.txt to determine how the superseded data were derived.
 PN0089
 PN0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ198325(NAD 83)
 PN0089_MARKER: B = BOLT
 PN0089_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PN0089+WITH SETTING: PAVEMENT
 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 08, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0088 ***********************************************************************
 PN0088  DESIGNATION -  908 7078 SCALE
 PN0088  PID         -  PN0088
 PN0088  STATE/COUNTY-  WI/BROWN
 PN0088  USGS QUAD   -  GREEN BAY WEST (1992)
 PN0088
 PN0088                         *CURRENT SURVEY CONTROL
 PN0088  ___________________________________________________________________
 PN0088* NAD 83(1986)-  44 32 27.     (N)    088 00 26.     (W)     SCALED    
 PN0088* NAVD 88     -       178.090  (meters)     584.28   (feet)  ADJUSTED  
 PN0088  ___________________________________________________________________
 PN0088  GEOID HEIGHT-         -36.21  (meters)                     GEOID03
 PN0088  DYNAMIC HT  -         178.068 (meters)     584.21  (feet)  COMP
 PN0088  MODELED GRAV-     980,492.3   (mgal)                       NAVD 88
 PN0088
 PN0088  VERT ORDER  -  FIRST     CLASS 0
 PN0088
 PN0088.The horizontal coordinates were scaled from a topographic map and have
 PN0088.an estimated accuracy of +/- 6 seconds.
 PN0088
 PN0088.The orthometric height was determined by differential leveling
 PN0088.and adjusted by the National Geodetic Survey in June 1991..
 PN0088
 PN0088.The geoid height was determined by GEOID03.
 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     -    80,560.      758,350.      MT  (+/- 180 meters Scaled)
 PN0088
 PN0088                          SUPERSEDED SURVEY CONTROL
 PN0088
 PN0088.No superseded survey control is available for this station.
 PN0088
 PN0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ199324(NAD 83)
 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 = OCTOBER  7, 2006
 PN0090 ***********************************************************************
 PN0090  TIDAL BM    -  This is a Tidal Bench Mark.
 PN0090  DESIGNATION -  908 7078 WIS
 PN0090  PID         -  PN0090
 PN0090  STATE/COUNTY-  WI/BROWN
 PN0090  USGS QUAD   -  GREEN BAY WEST (1992)
 PN0090
 PN0090                         *CURRENT SURVEY CONTROL
 PN0090  ___________________________________________________________________
 PN0090* NAD 83(1986)-  44 32 28.     (N)    088 00 26.     (W)     SCALED    
 PN0090* NAVD 88     -       179.678  (meters)     589.49   (feet)  ADJUSTED  
 PN0090  ___________________________________________________________________
 PN0090  GEOID HEIGHT-         -36.21  (meters)                     GEOID03
 PN0090  DYNAMIC HT  -         179.656 (meters)     589.42  (feet)  COMP
 PN0090  MODELED GRAV-     980,492.3   (mgal)                       NAVD 88
 PN0090
 PN0090  VERT ORDER  -  FIRST     CLASS 0
 PN0090
 PN0090.The horizontal coordinates were scaled from a topographic map and have
 PN0090.an estimated accuracy of +/- 6 seconds.
 PN0090
 PN0090.The orthometric height was determined by differential leveling
 PN0090.and adjusted by the National Geodetic Survey in June 1991..
 PN0090
 PN0090.This Tidal Bench Mark is designated as VM 13227
 PN0090.by the Center for Operational Oceanographic Products and Services.
 PN0090
 PN0090.The geoid height was determined by GEOID03.
 PN0090
 PN0090.The dynamic height is computed by dividing the NAVD 88
 PN0090.geopotential number by the normal gravity value computed on the
 PN0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0090.degrees latitude (g = 980.6199 gals.).
 PN0090
 PN0090.The modeled gravity was interpolated from observed gravity values.
 PN0090
 PN0090;                    North         East    Units  Estimated Accuracy
 PN0090;SPC WI C     -    80,590.      758,350.      MT  (+/- 180 meters Scaled)
 PN0090
 PN0090                          SUPERSEDED SURVEY CONTROL
 PN0090
 PN0090.No superseded survey control is available for this station.
 PN0090
 PN0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ199324(NAD 83)
 PN0090_MARKER: DB = BENCH MARK DISK
 PN0090_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 PN0090_SP_SET: BUILDING FOUNDATION
 PN0090_MARK LOGO: USE   
 PN0090_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0090_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PN0090+STABILITY: POSITION/ELEVATION WELL
 PN0090_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0090+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2005
 PN0090
 PN0090  HISTORY     - Date     Condition        Report By
 PN0090  HISTORY     - 1953     MONUMENTED       USE
 PN0090  HISTORY     - 1972     GOOD             NGS
 PN0090  HISTORY     - 1974     GOOD             NOS
 PN0090  HISTORY     - 1985     GOOD             NGS
 PN0090  HISTORY     - 19940504 GOOD             WI-009
 PN0090  HISTORY     - 19940826 GOOD             NOS
 PN0090  HISTORY     - 19950802 GOOD             NOS
 PN0090  HISTORY     - 20050614 GOOD             USPSQD
 PN0090  HISTORY     - 20050808 GOOD             WIDT
 PN0090
 PN0090                          STATION DESCRIPTION
 PN0090
 PN0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PN0090'AT GREEY BAY.
 PN0090'AT GREEN BAY, ABOUT 0.35 MILE NORTH ALONG BROADWAY FROM THE
 PN0090'CROSSING OF THE CHICAGO AND NORTH WESTERN RAILWAY, THENCE 0.35
 PN0090'MILE WEST ALONG PRAIRIE AVENUE, THENCE 0.35 MILE NORTH ALONG
 PN0090'BYLSBY AVENUE, THENCE 0.4 MILE NORTHEAST ALONG AN ENTRANCE DRIVE
 PN0090'TO THE WISCONSIN POWER COMPANY PULLIAM BAY PLANT, SET
 PN0090'VERTICALLY IN THE NORTH FACE OF THE NORTH WALL OF THE LARGE
 PN0090'PLANT BUILDING, 224 FEET EAST OF THE GUARD GATE AT THE PLANT
 PN0090'ENTRANCE, 41.7 FEET WEST OF THE NORTHEAST CORNER OF THE
 PN0090'BUILDING, 5.5 FEET ABOVE THE LEVEL OF THE GROUND.
 PN0090
 PN0090                          STATION RECOVERY (1974)
 PN0090
 PN0090'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1974
 PN0090'RECOVERED IN GOOD CONDITION.
 PN0090
 PN0090                          STATION RECOVERY (1985)
 PN0090
 PN0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0090'RECOVERED IN GOOD CONDITION.
 PN0090
 PN0090                          STATION RECOVERY (1994)
 PN0090
 PN0090'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0090'RECOVERED AS DESCRIBED.
 PN0090
 PN0090                          STATION RECOVERY (1994)
 PN0090
 PN0090'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 PN0090'IN GREEN BAY, ABOUT 0.35 MILE (0.56 KM) NORTH ALONG BROADWAY FROM THE
 PN0090'CROSSING OF THE CHICAGO AND NORTH WESTERN RAILWAY, THENCE 0.35 MILE
 PN0090'(0.56 KM) WEST ALONG PRAIRIE AVENUE, THENCE 0.35 MILE (0.56 KM) NORTH
 PN0090'ALONG BYLSBY AVENUE, THENCE 0.4 MILE (0.6 KM) NORTHEAST ALONG AN
 PN0090'ENTRANCE DRIVE TO THE WISCONSIN POWER COMPANY PULLIAM BAY PLANT, SET
 PN0090'VERTICALLY IN THE NORTH FACE OF THE NORTH WALL OF THE LARGE PLANT
 PN0090'BUILDING, 224 FEET (68.3 M) EAST OF THE GUARD GATE AT THE PLANT
 PN0090'ENTRANCE, 41.7 FEET (12.7 M) WEST OF THE NORTHEAST CORNER OF THE
 PN0090'BUILDING, 5.5 FEET (1.7 M) ABOVE THE LEVEL OF THE GROUND.
 PN0090
 PN0090                          STATION RECOVERY (1995)
 PN0090
 PN0090'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JRS)
 PN0090'RECOVERED AS DESCRIBED.
 PN0090
 PN0090                          STATION RECOVERY (2005)
 PN0090
 PN0090'RECOVERY NOTE BY US POWER SQUADRON 2005 (RWS)
 PN0090'RECOVERED IN GOOD CONDITION.
 PN0090
 PN0090                          STATION RECOVERY (2005)
 PN0090
 PN0090'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0090'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AH5305 ***********************************************************************
 AH5305  DESIGNATION -  908 7079 H
 AH5305  PID         -  AH5305
 AH5305  STATE/COUNTY-  WI/BROWN
 AH5305  USGS QUAD   -  GREEN BAY WEST (1992)
 AH5305
 AH5305                         *CURRENT SURVEY CONTROL
 AH5305  ___________________________________________________________________
 AH5305* NAD 83(1997)-  44 32 31.24046(N)    088 00 34.98631(W)     ADJUSTED  
 AH5305* NAVD 88     -       177.9    (meters)     584.     (feet)  GPS OBS   
 AH5305  ___________________________________________________________________
 AH5305  X           -     158,144.215 (meters)                     COMP
 AH5305  Y           -  -4,550,788.875 (meters)                     COMP
 AH5305  Z           -   4,451,316.093 (meters)                     COMP
 AH5305  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 AH5305  ELLIP HEIGHT-         141.67  (meters)          (04/28/99) GPS OBS
 AH5305  GEOID HEIGHT-         -36.21  (meters)                     GEOID03
 AH5305
 AH5305  HORZ ORDER  -  A
 AH5305  ELLP ORDER  -  THIRD     CLASS I
 AH5305
 AH5305.The horizontal coordinates were established by GPS observations
 AH5305.and adjusted by the National Geodetic Survey in April 1999..
 AH5305
 AH5305.The orthometric height was determined by GPS observations and a
 AH5305.high-resolution geoid model.
 AH5305
 AH5305.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH5305
 AH5305.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5305
 AH5305.The ellipsoidal height was determined by GPS observations
 AH5305.and is referenced to NAD 83.
 AH5305
 AH5305.The geoid height was determined by GEOID03.
 AH5305
 AH5305;                    North         East     Units Scale Factor Converg.
 AH5305;SPC WI C     -    80,685.049   758,149.978   MT  0.99995762   +1 24 15.5
 AH5305;SPC WI C     -   264,714.20  2,487,363.72   sFT  0.99995762   +1 24 15.5
 AH5305;UTM  16      - 4,932,571.494   419,787.247   MT  0.99967912   -0 42 29.8
 AH5305
 AH5305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5305!SPC WI C     -   0.99997779  x   0.99995762  =   0.99993541
 AH5305!UTM  16      -   0.99997779  x   0.99967912  =   0.99965691
 AH5305
 AH5305                          SUPERSEDED SURVEY CONTROL
 AH5305
 AH5305.No superseded survey control is available for this station.
 AH5305
 AH5305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1978732571(NAD 83)
 AH5305_MARKER: DD = SURVEY DISK
 AH5305_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH5305_STAMPING: 7079 H 1996
 AH5305_MARK LOGO: NOS   
 AH5305_PROJECTION: FLUSH
 AH5305_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH5305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH5305_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH5305+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2005
 AH5305_ROD/PIPE-DEPTH: 7.3  meters
 AH5305
 AH5305  HISTORY     - Date     Condition        Report By
 AH5305  HISTORY     - 1996     MONUMENTED       NOS
 AH5305  HISTORY     - 19971203 GOOD             NGS
 AH5305  HISTORY     - 20050614 GOOD             USPSQD
 AH5305  HISTORY     - 20050808 GOOD             WIDT
 AH5305
 AH5305                          STATION DESCRIPTION
 AH5305
 AH5305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AH5305'THE STATION IS LOCATED IN GREEN BAY NEAR AND JUST WEST OF THE MOUTH OF
 AH5305'THE FOX RIVER ON THE PROPERTY OF THE WISCONSIN POWER COMPANY PULLMAN
 AH5305'BAY PLANT.  TO REACH THE STATION FROM THE CHICAGO AND NORTHWESTERN
 AH5305'RAILWAY CROSSING ON NORTH BROADWAY STREET, GO NORTHEAST ON NORTH
 AH5305'BROADWAY STREET FOR 0.35 MI (0.56 KM) TO PRAIRIE AVENUE, THEN
 AH5305'NORTHWEST ON PRAIRIE AVENUE FOR 0.35 MI (0.56 KM) TO BYLSBY AVENUE,
 AH5305'THEN NORTHEAST ON BYLSBY AVENUE FOR 0.35 MI (0.56 KM) TO THE ENTRANCE
 AH5305'DRIVE TO THE WISCONSIN POWER COMPANY PULLMAN BAY PLANT, THEN 0.45 MI
 AH5305'(0.72 KM) ALONG THE ENTRANCE DRIVE TO THE STATION.  IT IS LOCATED ON
 AH5305'POWER PLANT PROPERTY ON THE EAST SIDE OF THE DRIVE LEADING TO THE
 AH5305'PLANT, AT THE CURVE IN THE ROAD, 44.8 M (147.0 FT) EAST OF THE MOST
 AH5305'NORTHEASTEND OF TRAIN TRACKS ON PLANT PROPERTY, 26.5 M (86.9 FT)
 AH5305'NORTHEAST OF A RED FIRE HYDRANT AND 1.3 M (4.3 FT) WEST OF THE WEST
 AH5305'CORNER OF AN ALUMINUM SIDED STORAGE SHED.  IT IS A BRONZE DISK CRIMPED
 AH5305'TO A STAINLESS STEEL ROD DRIVEN TO DENIAL AND ENCASED IN A 5-INCH PVC
 AH5305'PIPE WITH AN ALUMINUM ACCESS COVER SURROUNDED BY CONCRETE.  NOTE--THE
 AH5305'STORAGE SHED PRESENTS A CONSIDERABLE BLOCKAGE OF THE SOUTHEAST
 AH5305'QUADRANT AND A CONSIDERABLE SOURCE OF MULTIPATH.
 AH5305
 AH5305                          STATION RECOVERY (2005)
 AH5305
 AH5305'RECOVERY NOTE BY US POWER SQUADRON 2005 (RWS)
 AH5305'MARKED AT CORNER OF BLDG BY SURVEY MARKER POST. ENTRY TO PULLIAM PLANT
 AH5305'IS GUARDED. NEED ADMISSION BY PERMISSION
 AH5305
 AH5305                          STATION RECOVERY (2005)
 AH5305
 AH5305'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 AH5305'RECOVERED IN GOOD CONDITION. ADD--THE STATION IS 1.2 M SOUTHWEST OF AN
 AH5305'ORANGE FIBERGLASS WITNESS POST, BRASS DISK IS 17 CM BELOW THE SURFACE
 AH5305'OF THE BLACKTOP, AND ACCESS COVER IS 9 CM BELOW THE SURFACE OF THE
 AH5305'BLACKTOP.  NOTE--THE ACCESS COVER WAS FOUND SITTING ON TOP OF PVC
 AH5305'CASING AND WAS RE-SLID ONTO THE PVC CASING TO COVER THE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0560 ***********************************************************************
 RM0560  DESIGNATION -  909 9050 BODINS
 RM0560  PID         -  RM0560
 RM0560  STATE/COUNTY-  WI/BAYFIELD
 RM0560  USGS QUAD   -  ASHLAND WEST (1975)
 RM0560
 RM0560                         *CURRENT SURVEY CONTROL
 RM0560  ___________________________________________________________________
 RM0560* NAD 83(1986)-  46 34 59.     (N)    090 54 56.     (W)     SCALED    
 RM0560* NAVD 88     -       184.752  (meters)     606.14   (feet)  ADJUSTED  
 RM0560  ___________________________________________________________________
 RM0560  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 RM0560  DYNAMIC HT  -         184.757 (meters)     606.16  (feet)  COMP
 RM0560  MODELED GRAV-     980,635.5   (mgal)                       NAVD 88
 RM0560
 RM0560  VERT ORDER  -  FIRST     CLASS II
 RM0560
 RM0560.The horizontal coordinates were scaled from a topographic map and have
 RM0560.an estimated accuracy of +/- 6 seconds.
 RM0560
 RM0560.The orthometric height was determined by differential leveling
 RM0560.and adjusted by the National Geodetic Survey in June 1991..
 RM0560
 RM0560.The geoid height was determined by GEOID03.
 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     -   157,830.      529,830.      MT  (+/- 180 meters Scaled)
 RM0560
 RM0560                          SUPERSEDED SURVEY CONTROL
 RM0560
 RM0560.No superseded survey control is available for this station.
 RM0560
 RM0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM596609(NAD 83)
 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: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0560+STABILITY: SURFACE MOTION
 RM0560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0560+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2004
 RM0560
 RM0560  HISTORY     - Date     Condition        Report By
 RM0560  HISTORY     - 1982     MONUMENTED       NOS
 RM0560  HISTORY     - 1982     GOOD             NGS
 RM0560  HISTORY     - 20040504 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0566 ***********************************************************************
 RM0566  DESIGNATION -  909 9050 E
 RM0566  PID         -  RM0566
 RM0566  STATE/COUNTY-  WI/ASHLAND
 RM0566  USGS QUAD   -  ASHLAND WEST (1975)
 RM0566
 RM0566                         *CURRENT SURVEY CONTROL
 RM0566  ___________________________________________________________________
 RM0566* NAD 83(1986)-  46 35 21.     (N)    090 53 37.     (W)     SCALED    
 RM0566* NAVD 88     -       184.431  (meters)     605.09   (feet)  ADJUSTED  
 RM0566  ___________________________________________________________________
 RM0566  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 RM0566  DYNAMIC HT  -         184.435 (meters)     605.10  (feet)  COMP
 RM0566  MODELED GRAV-     980,634.7   (mgal)                       NAVD 88
 RM0566
 RM0566  VERT ORDER  -  FIRST     CLASS II
 RM0566
 RM0566.The horizontal coordinates were scaled from a topographic map and have
 RM0566.an estimated accuracy of +/- 6 seconds.
 RM0566
 RM0566.The orthometric height was determined by differential leveling
 RM0566.and adjusted by the National Geodetic Survey in June 1991..
 RM0566
 RM0566.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 RM0566
 RM0566.No superseded survey control is available for this station.
 RM0566
 RM0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM613616(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0563 ***********************************************************************
 RM0563  DESIGNATION -  909 9050 MAIL
 RM0563  PID         -  RM0563
 RM0563  STATE/COUNTY-  WI/ASHLAND
 RM0563  USGS QUAD   -  ASHLAND WEST (1975)
 RM0563
 RM0563                         *CURRENT SURVEY CONTROL
 RM0563  ___________________________________________________________________
 RM0563* NAD 83(1986)-  46 35 20.     (N)    090 53 26.     (W)     SCALED    
 RM0563* NAVD 88     -       198.949  (meters)     652.72   (feet)  ADJUSTED  
 RM0563  ___________________________________________________________________
 RM0563  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 RM0563  DYNAMIC HT  -         198.954 (meters)     652.73  (feet)  COMP
 RM0563  MODELED GRAV-     980,634.6   (mgal)                       NAVD 88
 RM0563
 RM0563  VERT ORDER  -  FIRST     CLASS II
 RM0563
 RM0563.The horizontal coordinates were scaled from a topographic map and have
 RM0563.an estimated accuracy of +/- 6 seconds.
 RM0563
 RM0563.The orthometric height was determined by differential leveling
 RM0563.and adjusted by the National Geodetic Survey in June 1991..
 RM0563
 RM0563.The geoid height was determined by GEOID03.
 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     -   158,460.      531,750.      MT  (+/- 180 meters Scaled)
 RM0563
 RM0563                          SUPERSEDED SURVEY CONTROL
 RM0563
 RM0563.No superseded survey control is available for this station.
 RM0563
 RM0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM615616(NAD 83)
 RM0563_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RM0563_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RM0563_SP_SET: POST OFFICE BUILDING WALL
 RM0563_STAMPING: MAIL CBF 1963 USLS
 RM0563_MARK LOGO: USLS  
 RM0563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0563_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0563+SATELLITE: SATELLITE OBSERVATIONS - December 21, 2003
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0564 ***********************************************************************
 RM0564  DESIGNATION -  909 9050 REISS
 RM0564  PID         -  RM0564
 RM0564  STATE/COUNTY-  WI/ASHLAND
 RM0564  USGS QUAD   -  ASHLAND WEST (1975)
 RM0564
 RM0564                         *CURRENT SURVEY CONTROL
 RM0564  ___________________________________________________________________
 RM0564* NAD 83(1986)-  46 35 22.     (N)    090 53 29.     (W)     SCALED    
 RM0564* NAVD 88     -       193.547  (meters)     635.00   (feet)  ADJUSTED  
 RM0564  ___________________________________________________________________
 RM0564  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 RM0564  DYNAMIC HT  -         193.552 (meters)     635.01  (feet)  COMP
 RM0564  MODELED GRAV-     980,634.6   (mgal)                       NAVD 88
 RM0564
 RM0564  VERT ORDER  -  FIRST     CLASS II
 RM0564
 RM0564.The horizontal coordinates were scaled from a topographic map and have
 RM0564.an estimated accuracy of +/- 6 seconds.
 RM0564
 RM0564.The orthometric height was determined by differential leveling
 RM0564.and adjusted by the National Geodetic Survey in June 1991..
 RM0564
 RM0564.The geoid height was determined by GEOID03.
 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     -   158,520.      531,690.      MT  (+/- 180 meters Scaled)
 RM0564
 RM0564                          SUPERSEDED SURVEY CONTROL
 RM0564
 RM0564.No superseded survey control is available for this station.
 RM0564
 RM0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM615617(NAD 83)
 RM0564_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RM0564_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 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 - December 21, 2003
 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
 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' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0565 ***********************************************************************
 RM0565  DESIGNATION -  909 9050 SUMP
 RM0565  PID         -  RM0565
 RM0565  STATE/COUNTY-  WI/ASHLAND
 RM0565  USGS QUAD   -  ASHLAND WEST (1975)
 RM0565
 RM0565                         *CURRENT SURVEY CONTROL
 RM0565  ___________________________________________________________________
 RM0565* NAD 83(1986)-  46 35 24.     (N)    090 53 31.     (W)     SCALED    
 RM0565* NAVD 88     -       189.343  (meters)     621.20   (feet)  ADJUSTED  
 RM0565  ___________________________________________________________________
 RM0565  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 RM0565  DYNAMIC HT  -         189.348 (meters)     621.22  (feet)  COMP
 RM0565  MODELED GRAV-     980,634.7   (mgal)                       NAVD 88
 RM0565
 RM0565  VERT ORDER  -  FIRST     CLASS II
 RM0565
 RM0565.The horizontal coordinates were scaled from a topographic map and have
 RM0565.an estimated accuracy of +/- 6 seconds.
 RM0565
 RM0565.The orthometric height was determined by differential leveling
 RM0565.and adjusted by the National Geodetic Survey in June 1991..
 RM0565
 RM0565.The geoid height was determined by GEOID03.
 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     -   158,580.      531,650.      MT  (+/- 180 meters Scaled)
 RM0565
 RM0565                          SUPERSEDED SURVEY CONTROL
 RM0565
 RM0565.No superseded survey control is available for this station.
 RM0565
 RM0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM614617(NAD 83)
 RM0565_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RM0565_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 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 - December 21, 2003
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0365 ***********************************************************************
 NH0365  DESIGNATION -  918
 NH0365  PID         -  NH0365
 NH0365  STATE/COUNTY-  WI/ROCK
 NH0365  USGS QUAD   -  EVANSVILLE (1981)
 NH0365
 NH0365                         *CURRENT SURVEY CONTROL
 NH0365  ___________________________________________________________________
 NH0365* NAD 83(1986)-  42 46 49.     (N)    089 18 02.     (W)     SCALED    
 NH0365* NAVD 88     -       279.966  (meters)     918.52   (feet)  ADJUSTED  
 NH0365  ___________________________________________________________________
 NH0365  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 NH0365  DYNAMIC HT  -         279.884 (meters)     918.25  (feet)  COMP
 NH0365  MODELED GRAV-     980,321.4   (mgal)                       NAVD 88
 NH0365
 NH0365  VERT ORDER  -  SECOND    CLASS I
 NH0365
 NH0365.The horizontal coordinates were scaled from a topographic map and have
 NH0365.an estimated accuracy of +/- 6 seconds.
 NH0365
 NH0365.The orthometric height was determined by differential leveling
 NH0365.and adjusted by the National Geodetic Survey in June 1991..
 NH0365
 NH0365.The geoid height was determined by GEOID03.
 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     -    86,920.      657,240.      MT  (+/- 180 meters Scaled)
 NH0365
 NH0365                          SUPERSEDED SURVEY CONTROL
 NH0365
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0365.See file dsdata.txt to determine how the superseded data were derived.
 NH0365
 NH0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN118389(NAD 83)
 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 - 2001
 NH0365
 NH0365  HISTORY     - Date     Condition        Report By
 NH0365  HISTORY     - 1903     MONUMENTED       CGS
 NH0365  HISTORY     - 1934     GOOD             NGS
 NH0365  HISTORY     - 1943     GOOD             NGS
 NH0365  HISTORY     - 19960504 GOOD             USPSQD
 NH0365  HISTORY     - 20000624 GOOD             WIDT
 NH0365  HISTORY     - 2001     GOOD             WIDT
 NH0365  HISTORY     - 20010331 GOOD             NGS
 NH0365
 NH0365                          STATION DESCRIPTION
 NH0365
 NH0365'DESCRIBED BY NATIONAL 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0520 ***********************************************************************
 OM0520  DESIGNATION -  920
 OM0520  PID         -  OM0520
 OM0520  STATE/COUNTY-  WI/JUNEAU
 OM0520  USGS QUAD   -  LYNDON STATION (1975)
 OM0520
 OM0520                         *CURRENT SURVEY CONTROL
 OM0520  ___________________________________________________________________
 OM0520* NAD 83(1986)-  43 44 40.     (N)    089 57 20.     (W)     SCALED    
 OM0520* NAVD 88     -       280.031  (meters)     918.74   (feet)  ADJUSTED  
 OM0520  ___________________________________________________________________
 OM0520  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 OM0520  DYNAMIC HT  -         279.964 (meters)     918.52  (feet)  COMP
 OM0520  MODELED GRAV-     980,373.8   (mgal)                       NAVD 88
 OM0520
 OM0520  VERT ORDER  -  SECOND    CLASS 0
 OM0520
 OM0520.The horizontal coordinates were scaled from a topographic map and have
 OM0520.an estimated accuracy of +/- 6 seconds.
 OM0520
 OM0520.The orthometric height was determined by differential leveling
 OM0520.and adjusted by the National Geodetic Survey in June 1991..
 OM0520
 OM0520.The geoid height was determined by GEOID03.
 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     -   193,790.      603,580.      MT  (+/- 180 meters Scaled)
 OM0520
 OM0520                          SUPERSEDED SURVEY CONTROL
 OM0520
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0520.See file dsdata.txt to determine how the superseded data were derived.
 OM0520
 OM0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP620477(NAD 83)
 OM0520_MARKER: DB = BENCH MARK DISK
 OM0520_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OM0520_SP_SET: 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 - October 15, 2002
 OM0520
 OM0520  HISTORY     - Date     Condition        Report By
 OM0520  HISTORY     - 1919     MONUMENTED       USGS
 OM0520  HISTORY     - 1934     GOOD             NGS
 OM0520  HISTORY     - 20021015 GOOD             WIDT
 OM0520  HISTORY     - 20031014 MARK NOT FOUND   USPSQD
 OM0520
 OM0520                          STATION DESCRIPTION
 OM0520
 OM0520'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0766 ***********************************************************************
 NH0766  DESIGNATION -  920 RESET 1964
 NH0766  PID         -  NH0766
 NH0766  STATE/COUNTY-  WI/GREEN
 NH0766  USGS QUAD   -  JUDA (1982)
 NH0766
 NH0766                         *CURRENT SURVEY CONTROL
 NH0766  ___________________________________________________________________
 NH0766* NAD 83(1986)-  42 34 03.     (N)    089 32 34.     (W)     SCALED    
 NH0766* NAVD 88     -       279.29   (+/-2cm)     916.3    (feet)  VERTCON   
 NH0766  ___________________________________________________________________
 NH0766  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 NH0766
 NH0766  VERT ORDER  -  THIRD (See Below)
 NH0766
 NH0766.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 NH0766
 NH0766.The geoid height was determined by GEOID03.
 NH0766
 NH0766;                    North         East    Units  Estimated Accuracy
 NH0766;SPC WI S     -    63,150.      637,540.      MT  (+/- 180 meters Scaled)
 NH0766
 NH0766                          SUPERSEDED SURVEY CONTROL
 NH0766
 NH0766  NGVD 29 (09/01/04)  279.37   (m)          916.6    (f) RESET       3  
 NH0766
 NH0766.Superseded values are not recommended for survey control.
 NH0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0766.See file dsdata.txt to determine how the superseded data were derived.
 NH0766
 NH0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN912159(NAD 83)
 NH0766_MARKER: DD = SURVEY DISK
 NH0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0766_STAMPING: 920 RESET 1964
 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 = OCTOBER  7, 2006
 OM0385 ***********************************************************************
 OM0385  DESIGNATION -  924
 OM0385  PID         -  OM0385
 OM0385  STATE/COUNTY-  WI/DANE
 OM0385  USGS QUAD   -  MADISON WEST (1983)
 OM0385
 OM0385                         *CURRENT SURVEY CONTROL
 OM0385  ___________________________________________________________________
 OM0385* NAD 83(1986)-  43 04 31.     (N)    089 24 08.     (W)     SCALED    
 OM0385* NAVD 88     -       281.690  (meters)     924.18   (feet)  ADJUSTED  
 OM0385  ___________________________________________________________________
 OM0385  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 OM0385  DYNAMIC HT  -         281.617 (meters)     923.94  (feet)  COMP
 OM0385  MODELED GRAV-     980,355.5   (mgal)                       NAVD 88
 OM0385
 OM0385  VERT ORDER  -  SECOND    CLASS I
 OM0385
 OM0385.The horizontal coordinates were scaled from a topographic map and have
 OM0385.an estimated accuracy of +/- 6 seconds.
 OM0385
 OM0385.The orthometric height was determined by differential leveling
 OM0385.and adjusted by the National Geodetic Survey in June 1991..
 OM0385
 OM0385.The geoid height was determined by GEOID03.
 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     -   119,630.      648,680.      MT  (+/- 180 meters Scaled)
 OM0385
 OM0385                          SUPERSEDED SURVEY CONTROL
 OM0385
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0385.See file dsdata.txt to determine how the superseded data were derived.
 OM0385
 OM0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN044719(NAD 83)
 OM0385_MARKER: DD = SURVEY 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     - 1903     MONUMENTED       USGS
 OM0385  HISTORY     - 1934     GOOD             NGS
 OM0385  HISTORY     - 1942     GOOD             NGS
 OM0385  HISTORY     - 2001     POOR             WIDT
 OM0385
 OM0385                          STATION DESCRIPTION
 OM0385
 OM0385'DESCRIBED BY NATIONAL 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0341 ***********************************************************************
 NH0341  DESIGNATION -  939 USGS
 NH0341  PID         -  NH0341
 NH0341  STATE/COUNTY-  WI/DANE
 NH0341  USGS QUAD   -  OREGON (1982)
 NH0341
 NH0341                         *CURRENT SURVEY CONTROL
 NH0341  ___________________________________________________________________
 NH0341* NAD 83(1986)-  42 57 34.     (N)    089 23 18.     (W)     SCALED    
 NH0341* NAVD 88     -       286.386  (meters)     939.58   (feet)  ADJUSTED  
 NH0341  ___________________________________________________________________
 NH0341  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 NH0341  DYNAMIC HT  -         286.306 (meters)     939.32  (feet)  COMP
 NH0341  MODELED GRAV-     980,335.6   (mgal)                       NAVD 88
 NH0341
 NH0341  VERT ORDER  -  SECOND    CLASS 0
 NH0341
 NH0341.The horizontal coordinates were scaled from a topographic map and have
 NH0341.an estimated accuracy of +/- 6 seconds.
 NH0341
 NH0341.The orthometric height was determined by differential leveling
 NH0341.and adjusted by the National Geodetic Survey in June 1991..
 NH0341
 NH0341.The geoid height was determined by GEOID03.
 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     -   106,770.      649,910.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0341.See file dsdata.txt to determine how the superseded data were derived.
 NH0341
 NH0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN051590(NAD 83)
 NH0341_MARKER: DB = BENCH MARK DISK
 NH0341_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0341_SP_SET: BRIDGE
 NH0341_STAMPING: ADJ 1903
 NH0341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0341
 NH0341  HISTORY     - Date     Condition        Report By
 NH0341  HISTORY     - 1903     MONUMENTED       USGS
 NH0341  HISTORY     - 1934     GOOD             NGS
 NH0341  HISTORY     - 1943     GOOD             NGS
 NH0341
 NH0341                          STATION DESCRIPTION
 NH0341
 NH0341'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1943
 NH0341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0102 ***********************************************************************
 OM0102  DESIGNATION -  940
 OM0102  PID         -  OM0102
 OM0102  STATE/COUNTY-  WI/WAUKESHA
 OM0102  USGS QUAD   -  OCONOMOWOC EAST (1976)
 OM0102
 OM0102                         *CURRENT SURVEY CONTROL
 OM0102  ___________________________________________________________________
 OM0102* NAD 83(1986)-  43 05 54.     (N)    088 24 09.     (W)     SCALED    
 OM0102* NAVD 88     -       286.325  (meters)     939.38   (feet)  ADJUSTED  
 OM0102  ___________________________________________________________________
 OM0102  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 OM0102  DYNAMIC HT  -         286.251 (meters)     939.14  (feet)  COMP
 OM0102  MODELED GRAV-     980,353.2   (mgal)                       NAVD 88
 OM0102
 OM0102  VERT ORDER  -  SECOND    CLASS 0
 OM0102
 OM0102.The horizontal coordinates were scaled from a topographic map and have
 OM0102.an estimated accuracy of +/- 6 seconds.
 OM0102
 OM0102.The orthometric height was determined by differential leveling
 OM0102.and adjusted by the National Geodetic Survey in June 1991..
 OM0102
 OM0102.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0102.See file dsdata.txt to determine how the superseded data were derived.
 OM0102
 OM0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN858726(NAD 83)
 OM0102_MARKER: P = PIPE CAP
 OM0102_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OM0102_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OM0102_STAMPING: 940
 OM0102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0102
 OM0102  HISTORY     - Date     Condition        Report By
 OM0102  HISTORY     - UNK      MONUMENTED       USGS
 OM0102  HISTORY     - 1934     MARK NOT FOUND   NGS
 OM0102  HISTORY     - 1956     MARK NOT FOUND   NGS
 OM0102
 OM0102                          STATION DESCRIPTION
 OM0102
 OM0102'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1956
 OM0102'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1067 ***********************************************************************
 OM1067  DESIGNATION -  942.36 WIGS 1958
 OM1067  PID         -  OM1067
 OM1067  STATE/COUNTY-  WI/DANE
 OM1067  USGS QUAD   -  MADISON EAST (1983)
 OM1067
 OM1067                         *CURRENT SURVEY CONTROL
 OM1067  ___________________________________________________________________
 OM1067* NAD 83(1991)-  43 04 19.69528(N)    089 18 57.71196(W)     ADJUSTED  
 OM1067* NAVD 88     -       283.     (meters)     928.     (feet)  SCALED    
 OM1067  ___________________________________________________________________
 OM1067  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 OM1067  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 OM1067
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1067
 OM1067.The geoid height was determined by GEOID03.
 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     -   0.99996101  x   0.99994895  =   0.99990997
 OM1067!UTM  16      -   0.99996101  x   1.00003740  =   0.99999841
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1067.See file dsdata.txt to determine how the superseded data were derived.
 OM1067
 OM1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1144271429(NAD 83)
 OM1067_MARKER: DD = SURVEY DISK
 OM1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1067_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OM1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM1067+STABILITY: SURFACE MOTION
 OM1067
 OM1067  HISTORY     - Date     Condition        Report By
 OM1067  HISTORY     - 1958     MONUMENTED       WIGS
 OM1067
 OM1067                          STATION DESCRIPTION
 OM1067
 OM1067'DESCRIBED BY WISCONSIN GEODETIC SURVEY 1958 (GWM)
 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 = OCTOBER  7, 2006
 NH0345 ***********************************************************************
 NH0345  DESIGNATION -  944
 NH0345  PID         -  NH0345
 NH0345  STATE/COUNTY-  WI/DANE
 NH0345  USGS QUAD   -  OREGON (1982)
 NH0345
 NH0345                         *CURRENT SURVEY CONTROL
 NH0345  ___________________________________________________________________
 NH0345* NAD 83(1986)-  42 56 17.     (N)    089 23 13.     (W)     SCALED    
 NH0345* NAVD 88     -       287.677  (meters)     943.82   (feet)  ADJUSTED  
 NH0345  ___________________________________________________________________
 NH0345  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 NH0345  DYNAMIC HT  -         287.596 (meters)     943.55  (feet)  COMP
 NH0345  MODELED GRAV-     980,333.5   (mgal)                       NAVD 88
 NH0345
 NH0345  VERT ORDER  -  SECOND    CLASS I
 NH0345
 NH0345.The horizontal coordinates were scaled from a topographic map and have
 NH0345.an estimated accuracy of +/- 6 seconds.
 NH0345
 NH0345.The orthometric height was determined by differential leveling
 NH0345.and adjusted by the National Geodetic Survey in June 1991..
 NH0345
 NH0345.The geoid height was determined by GEOID03.
 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     -   104,390.      650,040.      MT  (+/- 180 meters Scaled)
 NH0345
 NH0345                          SUPERSEDED SURVEY CONTROL
 NH0345
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0345.See file dsdata.txt to determine how the superseded data were derived.
 NH0345
 NH0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN052567(NAD 83)
 NH0345_MARKER: DD = SURVEY DISK
 NH0345_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0345_SP_SET: STONE BACKWALL
 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 - 2001
 NH0345
 NH0345  HISTORY     - Date     Condition        Report By
 NH0345  HISTORY     - UNK      MONUMENTED       USGS
 NH0345  HISTORY     - 1934     GOOD             NGS
 NH0345  HISTORY     - 1943     GOOD             NGS
 NH0345  HISTORY     - 2001     GOOD             WIDT
 NH0345
 NH0345                          STATION DESCRIPTION
 NH0345
 NH0345'DESCRIBED BY NATIONAL 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0776 ***********************************************************************
 NH0776  DESIGNATION -  974 USGS
 NH0776  PID         -  NH0776
 NH0776  STATE/COUNTY-  WI/GREEN
 NH0776  USGS QUAD   -  MONTICELLO (1981)
 NH0776
 NH0776                         *CURRENT SURVEY CONTROL
 NH0776  ___________________________________________________________________
 NH0776* NAD 83(1986)-  42 41 23.     (N)    089 36 10.     (W)     SCALED    
 NH0776* NAVD 88     -       296.732  (meters)     973.53   (feet)  ADJUSTED  
 NH0776  ___________________________________________________________________
 NH0776  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 NH0776  DYNAMIC HT  -         296.643 (meters)     973.24  (feet)  COMP
 NH0776  MODELED GRAV-     980,313.5   (mgal)                       NAVD 88
 NH0776
 NH0776  VERT ORDER  -  SECOND    CLASS 0
 NH0776
 NH0776.The horizontal coordinates were scaled from a topographic map and have
 NH0776.an estimated accuracy of +/- 6 seconds.
 NH0776
 NH0776.The orthometric height was determined by differential leveling
 NH0776.and adjusted by the National Geodetic Survey in June 1991..
 NH0776
 NH0776.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0776.See file dsdata.txt to determine how the superseded data were derived.
 NH0776
 NH0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN867296(NAD 83)
 NH0776_MARKER: P = PIPE CAP
 NH0776_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NH0776_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NH0776_STAMPING: WIS-974-1919
 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             NGS
 NH0776  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH0776
 NH0776                          STATION DESCRIPTION
 NH0776
 NH0776'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 ON0024 ***********************************************************************
 ON0024  DESIGNATION -  976
 ON0024  PID         -  ON0024
 ON0024  STATE/COUNTY-  WI/JUNEAU
 ON0024  USGS QUAD   -  HILLSBORO (1983)
 ON0024
 ON0024                         *CURRENT SURVEY CONTROL
 ON0024  ___________________________________________________________________
 ON0024* NAD 83(1986)-  43 44 30.     (N)    090 16 13.     (W)     SCALED    
 ON0024* NAVD 88     -       297.284  (meters)     975.34   (feet)  ADJUSTED  
 ON0024  ___________________________________________________________________
 ON0024  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 ON0024  DYNAMIC HT  -         297.215 (meters)     975.11  (feet)  COMP
 ON0024  MODELED GRAV-     980,379.0   (mgal)                       NAVD 88
 ON0024
 ON0024  VERT ORDER  -  SECOND    CLASS 0
 ON0024
 ON0024.The horizontal coordinates were scaled from a topographic map and have
 ON0024.an estimated accuracy of +/- 6 seconds.
 ON0024
 ON0024.The orthometric height was determined by differential leveling
 ON0024.and adjusted by the National Geodetic Survey in June 1991..
 ON0024
 ON0024.The geoid height was determined by GEOID03.
 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     -   193,520.      578,230.      MT  (+/- 180 meters Scaled)
 ON0024
 ON0024                          SUPERSEDED SURVEY CONTROL
 ON0024
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0024.See file dsdata.txt to determine how the superseded data were derived.
 ON0024
 ON0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ198468(NAD 83)
 ON0024_MARKER: DB = BENCH MARK DISK
 ON0024_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 ON0024_SP_SET: STONE BLOCK
 ON0024_STAMPING: WIS 976 1921
 ON0024_MARK LOGO: USGS  
 ON0024_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ON0024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0024_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0024+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2002
 ON0024
 ON0024  HISTORY     - Date     Condition        Report By
 ON0024  HISTORY     - 1921     MONUMENTED       USGS
 ON0024  HISTORY     - 1934     GOOD             NGS
 ON0024  HISTORY     - 1942     GOOD             LOCENG
 ON0024  HISTORY     - 20021001 GOOD             WIDT
 ON0024
 ON0024                          STATION DESCRIPTION
 ON0024
 ON0024'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0060 ***********************************************************************
 OM0060  DESIGNATION -  983
 OM0060  PID         -  OM0060
 OM0060  STATE/COUNTY-  WI/WASHINGTON
 OM0060  USGS QUAD   -  HARTFORD WEST (1976)
 OM0060
 OM0060                         *CURRENT SURVEY CONTROL
 OM0060  ___________________________________________________________________
 OM0060* NAD 83(1986)-  43 19 09.     (N)    088 22 46.     (W)     SCALED    
 OM0060* NAVD 88     -       299.498  (meters)     982.60   (feet)  ADJUSTED  
 OM0060  ___________________________________________________________________
 OM0060  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 OM0060  DYNAMIC HT  -         299.425 (meters)     982.36  (feet)  COMP
 OM0060  MODELED GRAV-     980,367.6   (mgal)                       NAVD 88
 OM0060
 OM0060  VERT ORDER  -  SECOND    CLASS 0
 OM0060
 OM0060.The horizontal coordinates were scaled from a topographic map and have
 OM0060.an estimated accuracy of +/- 6 seconds.
 OM0060
 OM0060.The orthometric height was determined by differential leveling
 OM0060.and adjusted by the National Geodetic Survey in June 1991..
 OM0060
 OM0060.The geoid height was determined by GEOID03.
 OM0060
 OM0060.The dynamic height is computed by dividing the NAVD 88
 OM0060.geopotential number by the normal gravity value computed on the
 OM0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0060.degrees latitude (g = 980.6199 gals.).
 OM0060
 OM0060.The modeled gravity was interpolated from observed gravity values.
 OM0060
 OM0060;                    North         East    Units  Estimated Accuracy
 OM0060;SPC WI S     -   147,820.      731,440.      MT  (+/- 180 meters Scaled)
 OM0060
 OM0060                          SUPERSEDED SURVEY CONTROL
 OM0060
 OM0060  NGVD 29 (??/??/92)  299.556  (m)          982.79   (f) ADJ UNCH    2 0
 OM0060
 OM0060.Superseded values are not recommended for survey control.
 OM0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0060.See file dsdata.txt to determine how the superseded data were derived.
 OM0060
 OM0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN881971(NAD 83)
 OM0060_MARKER: DB = BENCH MARK DISK
 OM0060_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OM0060_SP_SET: SET VERTICALLY IN A MASONRY BLDG
 OM0060_STAMPING: 983 MIL
 OM0060_MARK LOGO: USGS  
 OM0060_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0060+STABILITY: SURFACE MOTION
 OM0060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0060+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2003
 OM0060
 OM0060  HISTORY     - Date     Condition        Report By
 OM0060  HISTORY     - 1973     MONUMENTED       USGS
 OM0060  HISTORY     - 1934     GOOD             NGS
 OM0060  HISTORY     - 1943     GOOD             NGS
 OM0060  HISTORY     - 19990119 GOOD             WIDT
 OM0060  HISTORY     - 20031109 GOOD             USPSQD
 OM0060
 OM0060                          STATION DESCRIPTION
 OM0060
 OM0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OM0060'AT HARTFORD.
 OM0060'MARK SET VERTICALLY IN THE SOUTHEAST CORNER OF THE CITY HALL, 36 FEET
 OM0060'SOUTH OF THE FRONT (EAST) ENTRANCE, 4 INCHES ABOVE THE LEVEL OF THE
 OM0060'SIDEWALK.
 OM0060
 OM0060                          STATION RECOVERY (1943)
 OM0060
 OM0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 OM0060'RECOVERED IN GOOD CONDITION.
 OM0060
 OM0060                          STATION RECOVERY (1999)
 OM0060
 OM0060'RECOVERY NOTE BY WI DEPT OF TRANSP 1999 (DJH)
 OM0060'THE STATION IS LOCATED ABOUT 20.9 KM (13.00 MI) SOUTHWEST OF WEST BEND
 OM0060'IN HARTFORD, IN THE SOUTHEAST CORNER OF THE HARTFORD CITY HALL
 OM0060'BUILDING.  OWNERSHIP--CITY OF HARTFORD.  TO REACH THE STATION FROM THE
 OM0060'JUNCTION OF STATE HIGHWAY 60 (SUMNER STREET) WITH STATE HIGHWAY 83
 OM0060'(MAIN STREET) IN THE CITY OF HARTFORD, GO NORTH ON MAIN STREET (STATE
 OM0060'HIGHWAY 83) FOR 0.16 KM (0.10 MI) TO THE STATION ON THE LEFT. THE
 OM0060'STATION IS A BRONZE US GEOLOGICAL SURVEY BENCH MARK DISK STAMPED --983
 OM0060'MIL-- AND SET VERTICALLY IN THE EAST FACE OF THE HARTFORD CITY HALL
 OM0060'BUILDING AND ABOUT 0.2 M (0.7 FT) ABOVE MAIN STREET.  THE STATION IS
 OM0060'4.1 M (13.5 FT) WEST OF THE WEST CURB FOR MAIN STREET, 17.0 M (55.8
 OM0060'FT) WEST OF A RED AND GREEN FIRE HYDRANT, 12.0 M (39.4 FT) SOUTH OF
 OM0060'THE CENTER OF THE EAST ENTRANCE TO THE HARTFORD CITY HALL, 10.8 M
 OM0060'(35.4 FT) NORTHWEST OF THE POST FOR A TRAFFIC SIGNAL, 7.6 M (24.9 FT)
 OM0060'NORTH OF THE NORTHEAST CORNER OF THE NEIGHBORING BUILDING TO THE
 OM0060'SOUTH, AND 0.5 M (1.6 FT) NORTH OF THE SOUTHEAST CORNER OF THE
 OM0060'BUILDING.
 OM0060
 OM0060                          STATION RECOVERY (2003)
 OM0060
 OM0060'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0762 ***********************************************************************
 NH0762  DESIGNATION -  983 WIS
 NH0762  PID         -  NH0762
 NH0762  STATE/COUNTY-  WI/GREEN
 NH0762  USGS QUAD   -  JUDA (1982)
 NH0762
 NH0762                         *CURRENT SURVEY CONTROL
 NH0762  ___________________________________________________________________
 NH0762* NAD 83(1986)-  42 34 14.     (N)    089 36 08.     (W)     SCALED    
 NH0762* NAVD 88     -       300.054  (meters)     984.43   (feet)  ADJUSTED  
 NH0762  ___________________________________________________________________
 NH0762  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 NH0762  DYNAMIC HT  -         299.960 (meters)     984.12  (feet)  COMP
 NH0762  MODELED GRAV-     980,299.6   (mgal)                       NAVD 88
 NH0762
 NH0762  VERT ORDER  -  SECOND    CLASS 0
 NH0762
 NH0762.The horizontal coordinates were scaled from a topographic map and have
 NH0762.an estimated accuracy of +/- 6 seconds.
 NH0762
 NH0762.The orthometric height was determined by differential leveling
 NH0762.and adjusted by the National Geodetic Survey in June 1991..
 NH0762
 NH0762.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0762.See file dsdata.txt to determine how the superseded data were derived.
 NH0762
 NH0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN864164(NAD 83)
 NH0762_MARKER: DD = SURVEY DISK
 NH0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0762_STAMPING: 983-WIS-1919
 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             NGS
 NH0762  HISTORY     - 20010303 MARK NOT FOUND   NGS
 NH0762
 NH0762                          STATION DESCRIPTION
 NH0762
 NH0762'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 OM0432 ***********************************************************************
 OM0432  DESIGNATION -  991
 OM0432  PID         -  OM0432
 OM0432  STATE/COUNTY-  WI/DANE
 OM0432  USGS QUAD   -  SUN PRAIRIE (1982)
 OM0432
 OM0432                         *CURRENT SURVEY CONTROL
 OM0432  ___________________________________________________________________
 OM0432* NAD 83(1986)-  43 10 36.     (N)    089 12 54.     (W)     SCALED    
 OM0432* NAVD 88     -       302.023  (meters)     990.89   (feet)  ADJUSTED  
 OM0432  ___________________________________________________________________
 OM0432  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 OM0432  DYNAMIC HT  -         301.942 (meters)     990.62  (feet)  COMP
 OM0432  MODELED GRAV-     980,342.5   (mgal)                       NAVD 88
 OM0432
 OM0432  VERT ORDER  -  SECOND    CLASS 0
 OM0432
 OM0432.The horizontal coordinates were scaled from a topographic map and have
 OM0432.an estimated accuracy of +/- 6 seconds.
 OM0432
 OM0432.The orthometric height was determined by differential leveling
 OM0432.and adjusted by the National Geodetic Survey in June 1991..
 OM0432
 OM0432.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0432.See file dsdata.txt to determine how the superseded data were derived.
 OM0432
 OM0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN199828(NAD 83)
 OM0432_MARKER: P = PIPE CAP
 OM0432_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OM0432_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OM0432_STAMPING: 991-1903
 OM0432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0432
 OM0432  HISTORY     - Date     Condition        Report By
 OM0432  HISTORY     - 1903     MONUMENTED       USGS
 OM0432  HISTORY     - 1934     GOOD             NGS
 OM0432  HISTORY     - 1942     GOOD             NGS
 OM0432
 OM0432                          STATION DESCRIPTION
 OM0432
 OM0432'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1942
 OM0432'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0388 ***********************************************************************
 RM0388  DESIGNATION -  A
 RM0388  PID         -  RM0388
 RM0388  STATE/COUNTY-  WI/WASHBURN
 RM0388  USGS QUAD   -  STANBERRY WEST (1971)
 RM0388
 RM0388                         *CURRENT SURVEY CONTROL
 RM0388  ___________________________________________________________________
 RM0388* NAD 83(1986)-  46 04 18.     (N)    091 40 16.     (W)     SCALED    
 RM0388* NAVD 88     -       368.044  (meters)    1207.49   (feet)  ADJUSTED  
 RM0388  ___________________________________________________________________
 RM0388  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 RM0388  DYNAMIC HT  -         368.070 (meters)    1207.58  (feet)  COMP
 RM0388  MODELED GRAV-     980,672.4   (mgal)                       NAVD 88
 RM0388
 RM0388  VERT ORDER  -  FIRST     CLASS II
 RM0388
 RM0388.The horizontal coordinates were scaled from a topographic map and have
 RM0388.an estimated accuracy of +/- 6 seconds.
 RM0388
 RM0388.The orthometric height was determined by differential leveling
 RM0388.and adjusted by the National Geodetic Survey in June 1991..
 RM0388
 RM0388.The geoid height was determined by GEOID03.
 RM0388
 RM0388.The dynamic height is computed by dividing the NAVD 88
 RM0388.geopotential number by the normal gravity value computed on the
 RM0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0388.degrees latitude (g = 980.6199 gals.).
 RM0388
 RM0388.The modeled gravity was interpolated from observed gravity values.
 RM0388
 RM0388;                    North         East    Units  Estimated Accuracy
 RM0388;SPC WI N     -   101,950.      470,730.      MT  (+/- 180 meters Scaled)
 RM0388
 RM0388                          SUPERSEDED SURVEY CONTROL
 RM0388
 RM0388.No superseded survey control is available for this station.
 RM0388
 RM0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM027028(NAD 83)
 RM0388_MARKER: DB = BENCH MARK DISK
 RM0388_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RM0388_SP_SET: HEADWALL
 RM0388_STAMPING: A
 RM0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0388+STABILITY: SURFACE MOTION
 RM0388
 RM0388  HISTORY     - Date     Condition        Report By
 RM0388  HISTORY     - UNK      MONUMENTED       WIDT
 RM0388  HISTORY     - 1979     GOOD             NGS
 RM0388  HISTORY     - 20041130 MARK NOT FOUND   WIDT
 RM0388  HISTORY     - 20041230 MARK NOT FOUND   WIDT
 RM0388
 RM0388                          STATION DESCRIPTION
 RM0388
 RM0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RM0388'8.4 MI EAST FROM MINONG.
 RM0388'8.4 MILES EAST ALONG STATE HIGHWAY 77 FROM THE JUNCTION OF U.S.
 RM0388'HIGHWAY 53 IN MINONG, AT THE EAST END OF THE NORTH CONCRETE GUARDRAIL
 RM0388'OF BRIDGE NUMBER B-65-6-58 OVER THE SOO LINE RAILROAD, 17.0 FT. NORTH
 RM0388'OF THE CENTERLINE OF THE HIGHWAY, 7.0 FT. EAST OF THE EAST END OF A
 RM0388'METAL HAND RAIL.
 RM0388'THE MARK IS 2 FT ABOVE THE HIGHWAY.
 RM0388
 RM0388                          STATION RECOVERY (2004)
 RM0388
 RM0388'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 RM0388'MARK NOT FOUND.
 RM0388
 RM0388                          STATION RECOVERY (2004)
 RM0388
 RM0388'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 RM0388'BRIDGE REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0567 ***********************************************************************
 RM0567  DESIGNATION -  A
 RM0567  PID         -  RM0567
 RM0567  STATE/COUNTY-  WI/ASHLAND
 RM0567  USGS QUAD   -  ASHLAND WEST (1975)
 RM0567
 RM0567                         *CURRENT SURVEY CONTROL
 RM0567  ___________________________________________________________________
 RM0567* NAD 83(1986)-  46 35 28.     (N)    090 53 11.     (W)     SCALED    
 RM0567* NAVD 88     -       200.922  (meters)     659.19   (feet)  ADJUSTED  
 RM0567  ___________________________________________________________________
 RM0567  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 RM0567  DYNAMIC HT  -         200.927 (meters)     659.21  (feet)  COMP
 RM0567  MODELED GRAV-     980,634.5   (mgal)                       NAVD 88
 RM0567
 RM0567  VERT ORDER  -  FIRST     CLASS II
 RM0567
 RM0567.The horizontal coordinates were scaled from a topographic map and have
 RM0567.an estimated accuracy of +/- 6 seconds.
 RM0567
 RM0567.The orthometric height was determined by differential leveling
 RM0567.and adjusted by the National Geodetic Survey in June 1991..
 RM0567
 RM0567.The geoid height was determined by GEOID03.
 RM0567
 RM0567.The dynamic height is computed by dividing the NAVD 88
 RM0567.geopotential number by the normal gravity value computed on the
 RM0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0567.degrees latitude (g = 980.6199 gals.).
 RM0567
 RM0567.The modeled gravity was interpolated from observed gravity values.
 RM0567
 RM0567;                    North         East    Units  Estimated Accuracy
 RM0567;SPC WI N     -   158,700.      532,080.      MT  (+/- 180 meters Scaled)
 RM0567
 RM0567                          SUPERSEDED SURVEY CONTROL
 RM0567
 RM0567.No superseded survey control is available for this station.
 RM0567
 RM0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM619618(NAD 83)
 RM0567_MARKER: DB = BENCH MARK DISK
 RM0567_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 RM0567_SP_SET: COURTHOUSE BUILDING
 RM0567_MARK LOGO: USGS  
 RM0567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0567
 RM0567  HISTORY     - Date     Condition        Report By
 RM0567  HISTORY     - UNK      MONUMENTED       USGS
 RM0567  HISTORY     - 1982     GOOD             NGS
 RM0567  HISTORY     - 19970626 MARK NOT FOUND   USPSQD
 RM0567  HISTORY     - 20020617 POOR             USPSQD
 RM0567  HISTORY     - 20031221 POOR             USPSQD
 RM0567
 RM0567                          STATION DESCRIPTION
 RM0567
 RM0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0567'IN ASHLAND.
 RM0567'IN ASHLAND, AT THE ASHLAND COUNTY COURTHOUSE, SET
 RM0567'VERTICALLY IN THE WEST FACE AT THE NORTHWEST CORNER OF THE COURTHOUSE,
 RM0567'0.15 METERS (0.5 FT) SOUTH OF NORTHWEST CORNER, NOTE, NO STAMPING.
 RM0567'THE MARK IS 0.91 M ABOVE GROUND.
 RM0567
 RM0567                          STATION RECOVERY (1997)
 RM0567
 RM0567'RECOVERY NOTE BY US POWER SQUADRON 1997
 RM0567'MARK NOT FOUND.
 RM0567
 RM0567                          STATION RECOVERY (2002)
 RM0567
 RM0567'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0567'MARK RECOVERED IN POOR CONDITION.
 RM0567
 RM0567                          STATION RECOVERY (2003)
 RM0567
 RM0567'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0567'STATION RECOVERED IN POOR CONDITION. MOST PARTS OF THE MONUMENT ARE
 RM0567'MISSING.  THERE IS AN 8 FT X 15 FT GRAY WOOD SHED 6 INCHES WEST OF THE
 RM0567'MONUMENT.  NOTE-- THE COURTHOUSE IS AT THE SOUTHEAST CORNER OF HIGHWAY
 RM0567'2 (LAKE SHORE DRIVE) AND THIRD AVENUE W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0721 ***********************************************************************
 NH0721  DESIGNATION -  A
 NH0721  PID         -  NH0721
 NH0721  STATE/COUNTY-  WI/GREEN
 NH0721  USGS QUAD   -  BROWNTOWN (1981)
 NH0721
 NH0721                         *CURRENT SURVEY CONTROL
 NH0721  ___________________________________________________________________
 NH0721* NAD 83(1986)-  42 30 42.     (N)    089 48 14.     (W)     SCALED    
 NH0721* NAVD 88     -       237.440  (meters)     779.00   (feet)  ADJUSTED  
 NH0721  ___________________________________________________________________
 NH0721  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 NH0721  DYNAMIC HT  -         237.364 (meters)     778.75  (feet)  COMP
 NH0721  MODELED GRAV-     980,297.0   (mgal)                       NAVD 88
 NH0721
 NH0721  VERT ORDER  -  FIRST     CLASS II
 NH0721
 NH0721.The horizontal coordinates were scaled from a topographic map and have
 NH0721.an estimated accuracy of +/- 6 seconds.
 NH0721
 NH0721.The orthometric height was determined by differential leveling
 NH0721.and adjusted by the National Geodetic Survey in June 1991..
 NH0721
 NH0721.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0721.See file dsdata.txt to determine how the superseded data were derived.
 NH0721
 NH0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN696103(NAD 83)
 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     - UNK      MONUMENTED       CGS
 NH0721  HISTORY     - 1920     GOOD             NGS
 NH0721  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH0721
 NH0721                          STATION DESCRIPTION
 NH0721
 NH0721'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 NJ0057 ***********************************************************************
 NJ0057  DESIGNATION -  A 1
 NJ0057  PID         -  NJ0057
 NJ0057  STATE/COUNTY-  WI/IOWA
 NJ0057  USGS QUAD   -  LINDEN (1952)
 NJ0057
 NJ0057                         *CURRENT SURVEY CONTROL
 NJ0057  ___________________________________________________________________
 NJ0057* NAD 83(1986)-  42 58 05.     (N)    090 19 45.     (W)     SCALED    
 NJ0057* NAVD 88     -       360.122  (meters)    1181.50   (feet)  ADJUSTED  
 NJ0057  ___________________________________________________________________
 NJ0057  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 NJ0057  DYNAMIC HT  -         360.014 (meters)    1181.15  (feet)  COMP
 NJ0057  MODELED GRAV-     980,310.9   (mgal)                       NAVD 88
 NJ0057
 NJ0057  VERT ORDER  -  FIRST     CLASS II
 NJ0057
 NJ0057.The horizontal coordinates were scaled from a topographic map and have
 NJ0057.an estimated accuracy of +/- 6 seconds.
 NJ0057
 NJ0057.The orthometric height was determined by differential leveling
 NJ0057.and adjusted by the National Geodetic Survey in June 1991..
 NJ0057
 NJ0057.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0057.See file dsdata.txt to determine how the superseded data were derived.
 NJ0057
 NJ0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH178607(NAD 83)
 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_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 = OCTOBER  7, 2006
 ON0145 ***********************************************************************
 ON0145  DESIGNATION -  A 10
 ON0145  PID         -  ON0145
 ON0145  STATE/COUNTY-  WI/MONROE
 ON0145  USGS QUAD   -  TOMAH (1983)
 ON0145
 ON0145                         *CURRENT SURVEY CONTROL
 ON0145  ___________________________________________________________________
 ON0145* NAD 83(1986)-  43 59 52.     (N)    090 37 03.     (W)     SCALED    
 ON0145* NAVD 88     -       299.196  (meters)     981.61   (feet)  ADJUSTED  
 ON0145  ___________________________________________________________________
 ON0145  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 ON0145  DYNAMIC HT  -         299.134 (meters)     981.41  (feet)  COMP
 ON0145  MODELED GRAV-     980,404.7   (mgal)                       NAVD 88
 ON0145
 ON0145  VERT ORDER  -  FIRST     CLASS II
 ON0145
 ON0145.The horizontal coordinates were scaled from a topographic map and have
 ON0145.an estimated accuracy of +/- 6 seconds.
 ON0145
 ON0145.The orthometric height was determined by differential leveling
 ON0145.and adjusted by the National Geodetic Survey in June 1991..
 ON0145
 ON0145.The geoid height was determined by GEOID03.
 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     -   222,120.      550,470.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0145.See file dsdata.txt to determine how the superseded data were derived.
 ON0145
 ON0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ910743(NAD 83)
 ON0145_MARKER: DB = BENCH MARK DISK
 ON0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0145_STAMPING: 981.652 A 10 1930
 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             NGS
 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 NATIONAL 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 = OCTOBER  7, 2006
 OM0370 ***********************************************************************
 OM0370  DESIGNATION -  A 100
 OM0370  PID         -  OM0370
 OM0370  STATE/COUNTY-  WI/MARQUETTE
 OM0370  USGS QUAD   -  ENDEAVOR (1984)
 OM0370
 OM0370                         *CURRENT SURVEY CONTROL
 OM0370  ___________________________________________________________________
 OM0370* NAD 83(1986)-  43 43 41.     (N)    089 28 49.     (W)     SCALED    
 OM0370* NAVD 88     -       240.214  (meters)     788.10   (feet)  ADJUSTED  
 OM0370  ___________________________________________________________________
 OM0370  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 OM0370  DYNAMIC HT  -         240.158 (meters)     787.92  (feet)  COMP
 OM0370  MODELED GRAV-     980,380.9   (mgal)                       NAVD 88
 OM0370
 OM0370  VERT ORDER  -  SECOND    CLASS 0
 OM0370
 OM0370.The horizontal coordinates were scaled from a topographic map and have
 OM0370.an estimated accuracy of +/- 6 seconds.
 OM0370
 OM0370.The orthometric height was determined by differential leveling
 OM0370.and adjusted by the National Geodetic Survey in June 1991..
 OM0370
 OM0370.The geoid height was determined by GEOID03.
 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     -   192,100.      641,870.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0370.See file dsdata.txt to determine how the superseded data were derived.
 OM0370
 OM0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP002446(NAD 83)
 OM0370_MARKER: DB = BENCH MARK DISK
 OM0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0370_STAMPING: A 100 1934
 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 = OCTOBER  7, 2006
 OM0408 ***********************************************************************
 OM0408  DESIGNATION -  A 101
 OM0408  PID         -  OM0408
 OM0408  STATE/COUNTY-  WI/DANE
 OM0408  USGS QUAD   -  DE FOREST (1983)
 OM0408
 OM0408                         *CURRENT SURVEY CONTROL
 OM0408  ___________________________________________________________________
 OM0408* NAD 83(1986)-  43 11 40.     (N)    089 20 28.     (W)     SCALED    
 OM0408* NAVD 88     -       266.432  (meters)     874.12   (feet)  ADJUSTED  
 OM0408  ___________________________________________________________________
 OM0408  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 OM0408  DYNAMIC HT  -         266.361 (meters)     873.89  (feet)  COMP
 OM0408  MODELED GRAV-     980,346.5   (mgal)                       NAVD 88
 OM0408
 OM0408  VERT ORDER  -  SECOND    CLASS 0
 OM0408
 OM0408.The horizontal coordinates were scaled from a topographic map and have
 OM0408.an estimated accuracy of +/- 6 seconds.
 OM0408
 OM0408.The orthometric height was determined by differential leveling
 OM0408.and adjusted by the National Geodetic Survey in June 1991..
 OM0408
 OM0408.The geoid height was determined by GEOID03.
 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     -   132,900.      653,550.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0408.See file dsdata.txt to determine how the superseded data were derived.
 OM0408
 OM0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN097850(NAD 83)
 OM0408_MARKER: DB = BENCH MARK DISK
 OM0408_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OM0408_SP_SET: CULVERT
 OM0408_STAMPING: A-101 1934
 OM0408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0408
 OM0408  HISTORY     - Date     Condition        Report By
 OM0408  HISTORY     - 1934     MONUMENTED       CGS
 OM0408  HISTORY     - 1953     POOR             NGS
 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 NATIONAL GEODETIC SURVEY 1953
 OM0408'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0397 ***********************************************************************
 NH0397  DESIGNATION -  A 102 RESET 1975
 NH0397  PID         -  NH0397
 NH0397  STATE/COUNTY-  WI/ROCK
 NH0397  USGS QUAD   -  JANESVILLE WEST (1976)
 NH0397
 NH0397                         *CURRENT SURVEY CONTROL
 NH0397  ___________________________________________________________________
 NH0397* NAD 83(1986)-  42 40 52.     (N)    089 01 30.     (W)     SCALED    
 NH0397* NAVD 88     -       239.71   (+/-2cm)     786.4    (feet)  VERTCON   
 NH0397  ___________________________________________________________________
 NH0397  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 NH0397
 NH0397  VERT ORDER  -  THIRD (See Below)
 NH0397
 NH0397.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 NH0397
 NH0397.The geoid height was determined by GEOID03.
 NH0397
 NH0397;                    North         East    Units  Estimated Accuracy
 NH0397;SPC WI S     -    76,130.      679,910.      MT  (+/- 180 meters Scaled)
 NH0397
 NH0397                          SUPERSEDED SURVEY CONTROL
 NH0397
 NH0397  NGVD 29 (09/01/04)  239.78   (m)          786.7    (f) RESET       3  
 NH0397
 NH0397.Superseded values are not recommended for survey control.
 NH0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0397.See file dsdata.txt to determine how the superseded data were derived.
 NH0397
 NH0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN340273(NAD 83)
 NH0397_MARKER: DB = BENCH MARK DISK
 NH0397_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0397_SP_SET: BUILDING
 NH0397_STAMPING: A 102 RESET 1975
 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 = OCTOBER  7, 2006
 OM0216 ***********************************************************************
 OM0216  DESIGNATION -  A 103
 OM0216  PID         -  OM0216
 OM0216  STATE/COUNTY-  WI/JEFFERSON
 OM0216  USGS QUAD   -  WATERTOWN (1971)
 OM0216
 OM0216                         *CURRENT SURVEY CONTROL
 OM0216  ___________________________________________________________________
 OM0216* NAD 83(1986)-  43 11 11.     (N)    088 44 06.     (W)     SCALED    
 OM0216* NAVD 88     -       250.711  (meters)     822.54   (feet)  ADJUSTED  
 OM0216  ___________________________________________________________________
 OM0216  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 OM0216  DYNAMIC HT  -         250.648 (meters)     822.33  (feet)  COMP
 OM0216  MODELED GRAV-     980,362.7   (mgal)                       NAVD 88
 OM0216
 OM0216  VERT ORDER  -  SECOND    CLASS I
 OM0216
 OM0216.The horizontal coordinates were scaled from a topographic map and have
 OM0216.an estimated accuracy of +/- 6 seconds.
 OM0216
 OM0216.The orthometric height was determined by differential leveling
 OM0216.and adjusted by the National Geodetic Survey in February 2004..
 OM0216
 OM0216.The geoid height was determined by GEOID03.
 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     -   132,580.      702,830.      MT  (+/- 180 meters Scaled)
 OM0216
 OM0216                          SUPERSEDED SURVEY CONTROL
 OM0216
 OM0216  NAVD 88 (06/15/91)  250.762  (m)          822.71   (f) UNKNOWN     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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0216.See file dsdata.txt to determine how the superseded data were derived.
 OM0216
 OM0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN590829(NAD 83)
 OM0216_MARKER: DB = BENCH MARK DISK
 OM0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0216_SP_SET: 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 - 2001
 OM0216
 OM0216  HISTORY     - Date     Condition        Report By
 OM0216  HISTORY     - 1934     MONUMENTED       CGS
 OM0216  HISTORY     - 1934     GOOD             NGS
 OM0216  HISTORY     - 1979     GOOD             ALSTER
 OM0216  HISTORY     - 2001     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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0179 ***********************************************************************
 OM0179  DESIGNATION -  A 105
 OM0179  PID         -  OM0179
 OM0179  STATE/COUNTY-  WI/FOND DU LAC
 OM0179  USGS QUAD   -  RIPON (1980)
 OM0179
 OM0179                         *CURRENT SURVEY CONTROL
 OM0179  ___________________________________________________________________
 OM0179* NAD 83(1986)-  43 50 16.     (N)    088 49 49.     (W)     SCALED    
 OM0179* NAVD 88     -       287.285  (meters)     942.53   (feet)  ADJUSTED  
 OM0179  ___________________________________________________________________
 OM0179  GEOID HEIGHT-         -35.93  (meters)                     GEOID03
 OM0179  DYNAMIC HT  -         287.223 (meters)     942.33  (feet)  COMP
 OM0179  MODELED GRAV-     980,396.3   (mgal)                       NAVD 88
 OM0179
 OM0179  VERT ORDER  -  SECOND    CLASS 0
 OM0179
 OM0179.The horizontal coordinates were scaled from a topographic map and have
 OM0179.an estimated accuracy of +/- 6 seconds.
 OM0179
 OM0179.The orthometric height was determined by differential leveling
 OM0179.and adjusted by the National Geodetic Survey in June 1991..
 OM0179
 OM0179.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0179.See file dsdata.txt to determine how the superseded data were derived.
 OM0179
 OM0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP528554(NAD 83)
 OM0179_MARKER: DB = BENCH MARK DISK
 OM0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0179_STAMPING: A-105 1934
 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 = OCTOBER  7, 2006
 OM0081 ***********************************************************************
 OM0081  DESIGNATION -  A 106
 OM0081  PID         -  OM0081
 OM0081  STATE/COUNTY-  WI/MILWAUKEE
 OM0081  USGS QUAD   -  WAUWATOSA (1994)
 OM0081
 OM0081                         *CURRENT SURVEY CONTROL
 OM0081  ___________________________________________________________________
 OM0081* NAD 83(1986)-  43 02 28.     (N)    088 03 45.     (W)     SCALED    
 OM0081* NAVD 88     -       221.474  (meters)     726.62   (feet)  ADJUSTED  
 OM0081  ___________________________________________________________________
 OM0081  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 OM0081  DYNAMIC HT  -         221.415 (meters)     726.43  (feet)  COMP
 OM0081  MODELED GRAV-     980,347.6   (mgal)                       NAVD 88
 OM0081
 OM0081  VERT ORDER  -  SECOND    CLASS 0
 OM0081
 OM0081.The horizontal coordinates were scaled from a topographic map and have
 OM0081.an estimated accuracy of +/- 6 seconds.
 OM0081
 OM0081.The orthometric height was determined by differential leveling
 OM0081.and adjusted by the National Geodetic Survey in June 1991..
 OM0081
 OM0081.The geoid height was determined by GEOID03.
 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     -   117,490.      757,860.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0081.See file dsdata.txt to determine how the superseded data were derived.
 OM0081
 OM0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN134659(NAD 83)
 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_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 = OCTOBER  7, 2006
 OM0286 ***********************************************************************
 OM0286  DESIGNATION -  A 107
 OM0286  PID         -  OM0286
 OM0286  STATE/COUNTY-  WI/JEFFERSON
 OM0286  USGS QUAD   -  RICHWOOD (1971)
 OM0286
 OM0286                         *CURRENT SURVEY CONTROL
 OM0286  ___________________________________________________________________
 OM0286* NAD 83(1986)-  43 11 43.     (N)    088 49 13.     (W)     SCALED    
 OM0286* NAVD 88     -       247.270  (meters)     811.25   (feet)  ADJUSTED  
 OM0286  ___________________________________________________________________
 OM0286  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 OM0286  DYNAMIC HT  -         247.209 (meters)     811.05  (feet)  COMP
 OM0286  MODELED GRAV-     980,365.1   (mgal)                       NAVD 88
 OM0286
 OM0286  VERT ORDER  -  SECOND    CLASS 0
 OM0286
 OM0286.The horizontal coordinates were scaled from a topographic map and have
 OM0286.an estimated accuracy of +/- 6 seconds.
 OM0286
 OM0286.The orthometric height was determined by differential leveling
 OM0286.and adjusted by the National Geodetic Survey in June 1991..
 OM0286
 OM0286.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0286.See file dsdata.txt to determine how the superseded data were derived.
 OM0286
 OM0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN521841(NAD 83)
 OM0286_MARKER: DB = BENCH MARK DISK
 OM0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0286_STAMPING: A-107 1934
 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 = OCTOBER  7, 2006
 OM0446 ***********************************************************************
 OM0446  DESIGNATION -  A 108
 OM0446  PID         -  OM0446
 OM0446  STATE/COUNTY-  WI/DANE
 OM0446  USGS QUAD   -  MIDDLETON (1983)
 OM0446
 OM0446                         *CURRENT SURVEY CONTROL
 OM0446  ___________________________________________________________________
 OM0446* NAD 83(1986)-  43 05 42.     (N)    089 33 49.     (W)     SCALED    
 OM0446* NAVD 88     -       285.468  (meters)     936.57   (feet)  ADJUSTED  
 OM0446  ___________________________________________________________________
 OM0446  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 OM0446  DYNAMIC HT  -         285.391 (meters)     936.32  (feet)  COMP
 OM0446  MODELED GRAV-     980,342.1   (mgal)                       NAVD 88
 OM0446
 OM0446  VERT ORDER  -  SECOND    CLASS 0
 OM0446
 OM0446.The horizontal coordinates were scaled from a topographic map and have
 OM0446.an estimated accuracy of +/- 6 seconds.
 OM0446
 OM0446.The orthometric height was determined by differential leveling
 OM0446.and adjusted by the National Geodetic Survey in June 1991..
 OM0446
 OM0446.The geoid height was determined by GEOID03.
 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     -   121,740.      635,530.      MT  (+/- 180 meters Scaled)
 OM0446
 OM0446                          SUPERSEDED SURVEY CONTROL
 OM0446
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0446.See file dsdata.txt to determine how the superseded data were derived.
 OM0446
 OM0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN913745(NAD 83)
 OM0446_MARKER: DB = BENCH MARK DISK
 OM0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0446_STAMPING: A-108 1934
 OM0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0446+STABILITY: SURFACE MOTION
 OM0446
 OM0446  HISTORY     - Date     Condition        Report By
 OM0446  HISTORY     - 1934     MONUMENTED       CGS
 OM0446  HISTORY     - 19910419 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0466 ***********************************************************************
 OM0466  DESIGNATION -  A 109
 OM0466  PID         -  OM0466
 OM0466  STATE/COUNTY-  WI/DANE
 OM0466  USGS QUAD   -  BLACK EARTH (1982)
 OM0466
 OM0466                         *CURRENT SURVEY CONTROL
 OM0466  ___________________________________________________________________
 OM0466* NAD 83(1986)-  43 14 56.     (N)    089 43 34.     (W)     SCALED    
 OM0466* NAVD 88     -       227.230  (meters)     745.50   (feet)  ADJUSTED  
 OM0466  ___________________________________________________________________
 OM0466  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 OM0466  DYNAMIC HT  -         227.173 (meters)     745.32  (feet)  COMP
 OM0466  MODELED GRAV-     980,361.0   (mgal)                       NAVD 88
 OM0466
 OM0466  VERT ORDER  -  SECOND    CLASS 0
 OM0466
 OM0466.The horizontal coordinates were scaled from a topographic map and have
 OM0466.an estimated accuracy of +/- 6 seconds.
 OM0466
 OM0466.The orthometric height was determined by differential leveling
 OM0466.and adjusted by the National Geodetic Survey in June 1991..
 OM0466
 OM0466.The geoid height was determined by GEOID03.
 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     -   138,780.      622,240.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0466.See file dsdata.txt to determine how the superseded data were derived.
 OM0466
 OM0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN786920(NAD 83)
 OM0466_MARKER: DB = BENCH MARK DISK
 OM0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0466_STAMPING: A-109 1934
 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 = OCTOBER  7, 2006
 QO0030 ***********************************************************************
 QO0030  DESIGNATION -  A 11
 QO0030  PID         -  QO0030
 QO0030  STATE/COUNTY-  WI/ST CROIX
 QO0030  USGS QUAD   -  DEER PARK (1975)
 QO0030
 QO0030                         *CURRENT SURVEY CONTROL
 QO0030  ___________________________________________________________________
 QO0030* NAD 83(1986)-  45 11 15.     (N)    092 23 11.     (W)     SCALED    
 QO0030* NAVD 88     -       322.496  (meters)    1058.06   (feet)  ADJUSTED  
 QO0030  ___________________________________________________________________
 QO0030  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 QO0030  DYNAMIC HT  -         322.455 (meters)    1057.92  (feet)  COMP
 QO0030  MODELED GRAV-     980,483.7   (mgal)                       NAVD 88
 QO0030
 QO0030  VERT ORDER  -  FIRST     CLASS II
 QO0030
 QO0030.The horizontal coordinates were scaled from a topographic map and have
 QO0030.an estimated accuracy of +/- 6 seconds.
 QO0030
 QO0030.The orthometric height was determined by differential leveling
 QO0030.and adjusted by the National Geodetic Survey in June 1991..
 QO0030
 QO0030.The geoid height was determined by GEOID03.
 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     -   153,230.      412,490.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0030.See file dsdata.txt to determine how the superseded data were derived.
 QO0030
 QO0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL482039(NAD 83)
 QO0030_MARKER: DB = BENCH MARK DISK
 QO0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0030_STAMPING: A-11 1933
 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             NGS
 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 NATIONAL 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 = OCTOBER  7, 2006
 NJ0003 ***********************************************************************
 NJ0003  DESIGNATION -  A 110
 NJ0003  PID         -  NJ0003
 NJ0003  STATE/COUNTY-  WI/GRANT
 NJ0003  USGS QUAD   -  MONTFORT (1978)
 NJ0003
 NJ0003                         *CURRENT SURVEY CONTROL
 NJ0003  ___________________________________________________________________
 NJ0003* NAD 83(1986)-  42 55 45.     (N)    090 26 23.     (W)     SCALED    
 NJ0003* NAVD 88     -       359.592  (meters)    1179.76   (feet)  ADJUSTED  
 NJ0003  ___________________________________________________________________
 NJ0003  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 NJ0003  DYNAMIC HT  -         359.487 (meters)    1179.42  (feet)  COMP
 NJ0003  MODELED GRAV-     980,315.9   (mgal)                       NAVD 88
 NJ0003
 NJ0003  VERT ORDER  -  SECOND    CLASS 0
 NJ0003
 NJ0003.The horizontal coordinates were scaled from a topographic map and have
 NJ0003.an estimated accuracy of +/- 6 seconds.
 NJ0003
 NJ0003.The orthometric height was determined by differential leveling
 NJ0003.and adjusted by the National Geodetic Survey in June 1991..
 NJ0003
 NJ0003.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0003.See file dsdata.txt to determine how the superseded data were derived.
 NJ0003
 NJ0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH089561(NAD 83)
 NJ0003_MARKER: DB = BENCH MARK DISK
 NJ0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0003_STAMPING: A 110 1934
 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 = OCTOBER  7, 2006
 NJ0333 ***********************************************************************
 NJ0333  DESIGNATION -  A 111
 NJ0333  PID         -  NJ0333
 NJ0333  STATE/COUNTY-  WI/GRANT
 NJ0333  USGS QUAD   -  KIELER (1972)
 NJ0333
 NJ0333                         *CURRENT SURVEY CONTROL
 NJ0333  ___________________________________________________________________
 NJ0333* NAD 83(1986)-  42 36 34.     (N)    090 30 08.     (W)     SCALED    
 NJ0333* NAVD 88     -       300.109  (meters)     984.61   (feet)  ADJUSTED  
 NJ0333  ___________________________________________________________________
 NJ0333  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 NJ0333  DYNAMIC HT  -         300.015 (meters)     984.30  (feet)  COMP
 NJ0333  MODELED GRAV-     980,299.0   (mgal)                       NAVD 88
 NJ0333
 NJ0333  VERT ORDER  -  SECOND    CLASS 0
 NJ0333
 NJ0333.The horizontal coordinates were scaled from a topographic map and have
 NJ0333.an estimated accuracy of +/- 6 seconds.
 NJ0333
 NJ0333.The orthometric height was determined by differential leveling
 NJ0333.and adjusted by the National Geodetic Survey in June 1991..
 NJ0333
 NJ0333.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0333.See file dsdata.txt to determine how the superseded data were derived.
 NJ0333
 NJ0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH048204(NAD 83)
 NJ0333_MARKER: DB = BENCH MARK DISK
 NJ0333_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0333_SP_SET: CULVERT
 NJ0333_STAMPING: A 111 1934
 NJ0333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  7, 2006
 NH0751 ***********************************************************************
 NH0751  DESIGNATION -  A 112
 NH0751  PID         -  NH0751
 NH0751  STATE/COUNTY-  WI/GREEN
 NH0751  USGS QUAD   -  BROWNTOWN (1981)
 NH0751
 NH0751                         *CURRENT SURVEY CONTROL
 NH0751  ___________________________________________________________________
 NH0751* NAD 83(1986)-  42 34 48.     (N)    089 48 33.     (W)     SCALED    
 NH0751* NAVD 88     -       237.811  (meters)     780.22   (feet)  ADJUSTED  
 NH0751  ___________________________________________________________________
 NH0751  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 NH0751  DYNAMIC HT  -         237.736 (meters)     779.97  (feet)  COMP
 NH0751  MODELED GRAV-     980,300.3   (mgal)                       NAVD 88
 NH0751
 NH0751  VERT ORDER  -  SECOND    CLASS 0
 NH0751
 NH0751.The horizontal coordinates were scaled from a topographic map and have
 NH0751.an estimated accuracy of +/- 6 seconds.
 NH0751
 NH0751.The orthometric height was determined by differential leveling
 NH0751.and adjusted by the National Geodetic Survey in June 1991..
 NH0751
 NH0751.The geoid height was determined by GEOID03.
 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     -    64,450.      615,670.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0751.See file dsdata.txt to determine how the superseded data were derived.
 NH0751
 NH0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN694180(NAD 83)
 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 25, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0444 ***********************************************************************
 NH0444  DESIGNATION -  A 113
 NH0444  PID         -  NH0444
 NH0444  STATE/COUNTY-  WI/ROCK
 NH0444  USGS QUAD   -  JANESVILLE WEST (1976)
 NH0444
 NH0444                         *CURRENT SURVEY CONTROL
 NH0444  ___________________________________________________________________
 NH0444* NAD 83(1986)-  42 39 25.     (N)    089 05 57.     (W)     SCALED    
 NH0444* NAVD 88     -       249.575  (meters)     818.81   (feet)  ADJUSTED  
 NH0444  ___________________________________________________________________
 NH0444  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 NH0444  DYNAMIC HT  -         249.502 (meters)     818.57  (feet)  COMP
 NH0444  MODELED GRAV-     980,322.1   (mgal)                       NAVD 88
 NH0444
 NH0444  VERT ORDER  -  SECOND    CLASS 0
 NH0444
 NH0444.The horizontal coordinates were scaled from a topographic map and have
 NH0444.an estimated accuracy of +/- 6 seconds.
 NH0444
 NH0444.The orthometric height was determined by differential leveling
 NH0444.and adjusted by the National Geodetic Survey in June 1991..
 NH0444
 NH0444.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0444.See file dsdata.txt to determine how the superseded data were derived.
 NH0444
 NH0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN279248(NAD 83)
 NH0444_MARKER: DB = BENCH MARK DISK
 NH0444_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NH0444_SP_SET: CULVERT
 NH0444_STAMPING: A 113 1934
 NH0444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0444
 NH0444  HISTORY     - Date     Condition        Report By
 NH0444  HISTORY     - 1934     MONUMENTED       CGS
 NH0444  HISTORY     - 20010331 MARK NOT FOUND   NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0294 ***********************************************************************
 NG0294  DESIGNATION -  A 116
 NG0294  PID         -  NG0294
 NG0294  STATE/COUNTY-  WI/RACINE
 NG0294  USGS QUAD   -  RACINE SOUTH (1976)
 NG0294
 NG0294                         *CURRENT SURVEY CONTROL
 NG0294  ___________________________________________________________________
 NG0294* NAD 83(1986)-  42 42 28.     (N)    087 49 33.     (W)     SCALED    
 NG0294* NAVD 88     -       203.361  (meters)     667.19   (feet)  ADJUSTED  
 NG0294  ___________________________________________________________________
 NG0294  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 NG0294  DYNAMIC HT  -         203.303 (meters)     667.00  (feet)  COMP
 NG0294  MODELED GRAV-     980,329.3   (mgal)                       NAVD 88
 NG0294
 NG0294  VERT ORDER  -  FIRST     CLASS 0
 NG0294
 NG0294.The horizontal coordinates were scaled from a topographic map and have
 NG0294.an estimated accuracy of +/- 6 seconds.
 NG0294
 NG0294.The orthometric height was determined by differential leveling
 NG0294.and adjusted by the National Geodetic Survey in June 1991..
 NG0294.WARNING-Repeat measurements at this control monument indicate possible
 NG0294.vertical movement.
 NG0294
 NG0294.The geoid height was determined by GEOID03.
 NG0294
 NG0294.The dynamic height is computed by dividing the NAVD 88
 NG0294.geopotential number by the normal gravity value computed on the
 NG0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0294.degrees latitude (g = 980.6199 gals.).
 NG0294
 NG0294.The modeled gravity was interpolated from observed gravity values.
 NG0294
 NG0294;                    North         East    Units  Estimated Accuracy
 NG0294;SPC WI S     -    80,950.      778,100.      MT  (+/- 180 meters Scaled)
 NG0294
 NG0294                          SUPERSEDED SURVEY CONTROL
 NG0294
 NG0294  NGVD 29 (??/??/92)  203.419  (m)          667.38   (f) ADJ UNCH    1 0
 NG0294
 NG0294.Superseded values are not recommended for survey control.
 NG0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0294.See file dsdata.txt to determine how the superseded data were derived.
 NG0294
 NG0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN323286(NAD 83)
 NG0294_MARKER: DB = BENCH MARK DISK
 NG0294_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NG0294_SP_SET: GUARDRAIL BASE
 NG0294_STAMPING: A 116 1934
 NG0294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NG0294
 NG0294  HISTORY     - Date     Condition        Report By
 NG0294  HISTORY     - 1934     MONUMENTED       CGS
 NG0294  HISTORY     - 1972     GOOD             NGS
 NG0294  HISTORY     - 1973     GOOD             NGS
 NG0294  HISTORY     - 1990     POOR             USPSQD
 NG0294
 NG0294                          STATION DESCRIPTION
 NG0294
 NG0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 NG0294'AT RACINE.
 NG0294'ABOUT 1.50 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NG0294'PACIFIC RAILROAD FROM THE CROSSING OF THE CHICAGO AND NORTH
 NG0294'WESTERN RAILWAY, SET IN THE TOP OF THE WEST END OF THE SOUTH
 NG0294'CONCRETE GUARDRAIL BASE OF THE RAILROAD OVERPASS OVER LATHROP
 NG0294'AVE., 18.3 FEET SOUTH OF THE SOUTH RAIL, 0.6 FEET SOUTHEAST
 NG0294'OF THE NORTHWEST CORNER OF THE BASE OF THE GUARDRAIL, ABOUT LEVEL
 NG0294'WITH THE TRACK.  NOTE-- THE DISK IS SOLID BUT SLIGHTLY BATTERED.
 NG0294'SEC 19, T 3 N, R 23 E.
 NG0294
 NG0294                          STATION RECOVERY (1973)
 NG0294
 NG0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 NG0294'RECOVERED IN GOOD CONDITION.
 NG0294
 NG0294                          STATION RECOVERY (1990)
 NG0294
 NG0294'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCB)
 NG0294'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3521 ***********************************************************************
 AA3521  DESIGNATION -  A 118 RESET
 AA3521  PID         -  AA3521
 AA3521  STATE/COUNTY-  WI/ROCK
 AA3521  USGS QUAD   -  CLINTON (1976)
 AA3521
 AA3521                         *CURRENT SURVEY CONTROL
 AA3521  ___________________________________________________________________
 AA3521* NAD 83(1986)-  42 33 49.     (N)    088 49 53.     (W)     SCALED    
 AA3521* NAVD 88     -       287.37   (+/-2cm)     942.8    (feet)  VERTCON   
 AA3521  ___________________________________________________________________
 AA3521  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 AA3521
 AA3521  VERT ORDER  -  THIRD (See Below)
 AA3521
 AA3521.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 AA3521
 AA3521.The geoid height was determined by GEOID03.
 AA3521
 AA3521;                    North         East    Units  Estimated Accuracy
 AA3521;SPC WI S     -    63,290.      695,960.      MT  (+/- 180 meters Scaled)
 AA3521
 AA3521                          SUPERSEDED SURVEY CONTROL
 AA3521
 AA3521  NGVD 29 (09/01/04)  287.43   (m)          943.0    (f) RESET       3  
 AA3521
 AA3521.Superseded values are not recommended for survey control.
 AA3521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3521.See file dsdata.txt to determine how the superseded data were derived.
 AA3521
 AA3521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN496139(NAD 83)
 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       WIDT
 AA3521  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AA3521
 AA3521                          STATION DESCRIPTION
 AA3521
 AA3521'DESCRIBED BY WI DEPT OF TRANSP 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 = OCTOBER  7, 2006
 QN0243 ***********************************************************************
 QN0243  DESIGNATION -  A 12
 QN0243  PID         -  QN0243
 QN0243  STATE/COUNTY-  WI/BARRON
 QN0243  USGS QUAD   -  STRICKLAND (1978)
 QN0243
 QN0243                         *CURRENT SURVEY CONTROL
 QN0243  ___________________________________________________________________
 QN0243* NAD 83(1986)-  45 26 32.     (N)    091 33 19.     (W)     SCALED    
 QN0243* NAVD 88     -       374.848  (meters)    1229.81   (feet)  ADJUSTED  
 QN0243  ___________________________________________________________________
 QN0243  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 QN0243  DYNAMIC HT  -         374.824 (meters)    1229.74  (feet)  COMP
 QN0243  MODELED GRAV-     980,540.5   (mgal)                       NAVD 88
 QN0243
 QN0243  VERT ORDER  -  FIRST     CLASS II
 QN0243
 QN0243.The horizontal coordinates were scaled from a topographic map and have
 QN0243.an estimated accuracy of +/- 6 seconds.
 QN0243
 QN0243.The orthometric height was determined by differential leveling
 QN0243.and adjusted by the National Geodetic Survey in June 1991..
 QN0243
 QN0243.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0243.See file dsdata.txt to determine how the superseded data were derived.
 QN0243
 QN0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL129330(NAD 83)
 QN0243_MARKER: DB = BENCH MARK DISK
 QN0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0243_STAMPING: A-12 1933
 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             NGS
 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 NATIONAL 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 = OCTOBER  7, 2006
 OM0117 ***********************************************************************
 OM0117  DESIGNATION -  A 120
 OM0117  PID         -  OM0117
 OM0117  STATE/COUNTY-  WI/MILWAUKEE
 OM0117  USGS QUAD   -  WAUWATOSA (1994)
 OM0117
 OM0117                         *CURRENT SURVEY CONTROL
 OM0117  ___________________________________________________________________
 OM0117* NAD 83(1986)-  43 03 18.     (N)    088 01 38.     (W)     SCALED    
 OM0117* NAVD 88     -       207.549  (meters)     680.93   (feet)  ADJUSTED  
 OM0117  ___________________________________________________________________
 OM0117  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 OM0117  DYNAMIC HT  -         207.494 (meters)     680.75  (feet)  COMP
 OM0117  MODELED GRAV-     980,350.6   (mgal)                       NAVD 88
 OM0117
 OM0117  VERT ORDER  -  SECOND    CLASS I
 OM0117
 OM0117.The horizontal coordinates were scaled from a topographic map and have
 OM0117.an estimated accuracy of +/- 6 seconds.
 OM0117
 OM0117.The orthometric height was determined by differential leveling
 OM0117.and adjusted by the National Geodetic Survey in June 1991..
 OM0117
 OM0117.The geoid height was determined by GEOID03.
 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     -   119,100.      760,700.      MT  (+/- 180 meters Scaled)
 OM0117
 OM0117                          SUPERSEDED SURVEY CONTROL
 OM0117
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0117.See file dsdata.txt to determine how the superseded data were derived.
 OM0117
 OM0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN163674(NAD 83)
 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 - 2001
 OM0117
 OM0117  HISTORY     - Date     Condition        Report By
 OM0117  HISTORY     - 1966     MONUMENTED       CGS
 OM0117  HISTORY     - 20000226 GOOD             USPSQD
 OM0117  HISTORY     - 2001     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0455 ***********************************************************************
 NJ0455  DESIGNATION -  A 121
 NJ0455  PID         -  NJ0455
 NJ0455  STATE/COUNTY-  WI/GRANT
 NJ0455  USGS QUAD   -  GUTTENBERG (1978)
 NJ0455
 NJ0455                         *CURRENT SURVEY CONTROL
 NJ0455  ___________________________________________________________________
 NJ0455* NAD 83(1986)-  42 47 22.     (N)    091 04 14.     (W)     SCALED    
 NJ0455* NAVD 88     -       190.012  (meters)     623.40   (feet)  ADJUSTED  
 NJ0455  ___________________________________________________________________
 NJ0455  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 NJ0455  DYNAMIC HT  -         189.960 (meters)     623.23  (feet)  COMP
 NJ0455  MODELED GRAV-     980,343.3   (mgal)                       NAVD 88
 NJ0455
 NJ0455  VERT ORDER  -  FIRST     CLASS I
 NJ0455
 NJ0455.The horizontal coordinates were scaled from a topographic map and have
 NJ0455.an estimated accuracy of +/- 6 seconds.
 NJ0455
 NJ0455.The orthometric height was determined by differential leveling
 NJ0455.and adjusted by the National Geodetic Survey in June 1991..
 NJ0455
 NJ0455.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0455.See file dsdata.txt to determine how the superseded data were derived.
 NJ0455
 NJ0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH578392(NAD 83)
 NJ0455_MARKER: DB = BENCH MARK DISK
 NJ0455_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0455_SP_SET: SPILLWAY HEADWALL
 NJ0455_STAMPING: A 121 1970
 NJ0455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  7, 2006
 ON0342 ***********************************************************************
 ON0342  DESIGNATION -  A 122
 ON0342  PID         -  ON0342
 ON0342  STATE/COUNTY-  WI/CRAWFORD
 ON0342  USGS QUAD   -  PRAIRIE DU CHIEN (1983)
 ON0342
 ON0342                         *CURRENT SURVEY CONTROL
 ON0342  ___________________________________________________________________
 ON0342* NAD 83(1986)-  43 03 16.     (N)    091 08 29.     (W)     SCALED    
 ON0342* NAVD 88     -       196.914  (meters)     646.04   (feet)  ADJUSTED  
 ON0342  ___________________________________________________________________
 ON0342  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 ON0342  DYNAMIC HT  -         196.866 (meters)     645.88  (feet)  COMP
 ON0342  MODELED GRAV-     980,372.4   (mgal)                       NAVD 88
 ON0342
 ON0342  VERT ORDER  -  FIRST     CLASS I
 ON0342
 ON0342.The horizontal coordinates were scaled from a topographic map and have
 ON0342.an estimated accuracy of +/- 6 seconds.
 ON0342
 ON0342.The orthometric height was determined by differential leveling
 ON0342.and adjusted by the National Geodetic Survey in June 1991..
 ON0342
 ON0342.The geoid height was determined by GEOID03.
 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     -   117,780.      507,020.      MT  (+/- 180 meters Scaled)
 ON0342
 ON0342                          SUPERSEDED SURVEY CONTROL
 ON0342
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0342.See file dsdata.txt to determine how the superseded data were derived.
 ON0342
 ON0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH513685(NAD 83)
 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 - April 11, 2001
 ON0342
 ON0342  HISTORY     - Date     Condition        Report By
 ON0342  HISTORY     - 1970     MONUMENTED       NGS
 ON0342  HISTORY     - 20010411 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0405 ***********************************************************************
 ON0405  DESIGNATION -  A 123
 ON0405  PID         -  ON0405
 ON0405  STATE/COUNTY-  WI/CRAWFORD
 ON0405  USGS QUAD   -  FERRYVILLE (1983)
 ON0405
 ON0405                         *CURRENT SURVEY CONTROL
 ON0405  ___________________________________________________________________
 ON0405* NAD 83(1986)-  43 21 18.     (N)    091 06 40.     (W)     SCALED    
 ON0405* NAVD 88     -       192.977  (meters)     633.13   (feet)  ADJUSTED  
 ON0405  ___________________________________________________________________
 ON0405  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 ON0405  DYNAMIC HT  -         192.932 (meters)     632.98  (feet)  COMP
 ON0405  MODELED GRAV-     980,380.2   (mgal)                       NAVD 88
 ON0405
 ON0405  VERT ORDER  -  FIRST     CLASS I
 ON0405
 ON0405.The horizontal coordinates were scaled from a topographic map and have
 ON0405.an estimated accuracy of +/- 6 seconds.
 ON0405
 ON0405.The orthometric height was determined by differential leveling
 ON0405.and adjusted by the National Geodetic Survey in June 1991..
 ON0405
 ON0405.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0405.See file dsdata.txt to determine how the superseded data were derived.
 ON0405
 ON0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ530019(NAD 83)
 ON0405_MARKER: DB = BENCH MARK DISK
 ON0405_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ON0405_SP_SET: CULVERT
 ON0405_STAMPING: A 123 1970
 ON0405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  7, 2006
 ON0182 ***********************************************************************
 ON0182  DESIGNATION -  A 124
 ON0182  PID         -  ON0182
 ON0182  STATE/COUNTY-  WI/VERNON
 ON0182  USGS QUAD   -  STODDARD (1983)
 ON0182
 ON0182                         *CURRENT SURVEY CONTROL
 ON0182  ___________________________________________________________________
 ON0182* NAD 83(1986)-  43 40 31.     (N)    091 13 14.     (W)     SCALED    
 ON0182* NAVD 88     -       197.782  (meters)     648.89   (feet)  ADJUSTED  
 ON0182  ___________________________________________________________________
 ON0182  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 ON0182  DYNAMIC HT  -         197.740 (meters)     648.75  (feet)  COMP
 ON0182  MODELED GRAV-     980,405.5   (mgal)                       NAVD 88
 ON0182
 ON0182  VERT ORDER  -  FIRST     CLASS I
 ON0182
 ON0182.The horizontal coordinates were scaled from a topographic map and have
 ON0182.an estimated accuracy of +/- 6 seconds.
 ON0182
 ON0182.The orthometric height was determined by differential leveling
 ON0182.and adjusted by the National Geodetic Survey in June 1991..
 ON0182
 ON0182.The geoid height was determined by GEOID03.
 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.      501,580.      MT  (+/- 180 meters Scaled)
 ON0182
 ON0182                          SUPERSEDED SURVEY CONTROL
 ON0182
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0182.See file dsdata.txt to determine how the superseded data were derived.
 ON0182
 ON0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ434373(NAD 83)
 ON0182_MARKER: DB = BENCH MARK DISK
 ON0182_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ON0182_SP_SET: 29 1/2 FEET
 ON0182_STAMPING: A 124 1970
 ON0182_MARK LOGO: NGS   
 ON0182_PROJECTION: FLUSH
 ON0182_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ON0182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0182_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0182+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2004
 ON0182
 ON0182  HISTORY     - Date     Condition        Report By
 ON0182  HISTORY     - 1970     MONUMENTED       NGS
 ON0182  HISTORY     - 20030520 GOOD             USPSQD
 ON0182  HISTORY     - 20040410 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0400 ***********************************************************************
 PO0400  DESIGNATION -  A 125
 PO0400  PID         -  PO0400
 PO0400  STATE/COUNTY-  WI/BUFFALO
 PO0400  USGS QUAD   -  WINONA WEST (1993)
 PO0400
 PO0400                         *CURRENT SURVEY CONTROL
 PO0400  ___________________________________________________________________
 PO0400* NAD 83(1986)-  44 07 21.     (N)    091 42 27.     (W)     SCALED    
 PO0400* NAVD 88     -       201.584  (meters)     661.36   (feet)  ADJUSTED  
 PO0400  ___________________________________________________________________
 PO0400  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 PO0400  DYNAMIC HT  -         201.555 (meters)     661.27  (feet)  COMP
 PO0400  MODELED GRAV-     980,470.6   (mgal)                       NAVD 88
 PO0400
 PO0400  VERT ORDER  -  FIRST     CLASS I
 PO0400
 PO0400.The horizontal coordinates were scaled from a topographic map and have
 PO0400.an estimated accuracy of +/- 6 seconds.
 PO0400
 PO0400.The orthometric height was determined by differential leveling
 PO0400.and adjusted by the National Geodetic Survey in June 1991..
 PO0400
 PO0400.The geoid height was determined by GEOID03.
 PO0400
 PO0400.The dynamic height is computed by dividing the NAVD 88
 PO0400.geopotential number by the normal gravity value computed on the
 PO0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0400.degrees latitude (g = 980.6199 gals.).
 PO0400
 PO0400.The modeled gravity was interpolated from observed gravity values.
 PO0400
 PO0400;                    North         East    Units  Estimated Accuracy
 PO0400;SPC WI C     -    33,570.      463,340.      MT  (+/- 180 meters Scaled)
 PO0400
 PO0400                          SUPERSEDED SURVEY CONTROL
 PO0400
 PO0400  NGVD 29 (??/??/92)  201.601  (m)          661.42   (f) ADJ UNCH    1 1
 PO0400
 PO0400.Superseded values are not recommended for survey control.
 PO0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0400.See file dsdata.txt to determine how the superseded data were derived.
 PO0400
 PO0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ034862(NAD 83)
 PO0400_MARKER: DB = BENCH MARK DISK
 PO0400_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PO0400_SP_SET: FOUNDATION
 PO0400_STAMPING: A 125 1970
 PO0400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PO0400
 PO0400  HISTORY     - Date     Condition        Report By
 PO0400  HISTORY     - 1970     MONUMENTED       NGS
 PO0400  HISTORY     - 20031120 MARK NOT FOUND   WIDT
 PO0400
 PO0400                          STATION DESCRIPTION
 PO0400
 PO0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PO0400'0.8 MI SE FROM FOUNTAIN CITY.
 PO0400'ABOUT 0.75 MILE SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE POST
 PO0400'OFFICE AT FOUNTAIN CITY, 248 FEET SOUTHWEST OF THE CENTER LINE
 PO0400'OF THE HIGHWAY, SET IN THE TOP OF THE WEST CORNER OF A 5- X 9-FOOT
 PO0400'FOUNDATION FOR A MANHOLE WHICH IS 8 FEET DEEP, 177 1/2 FEET NORTHEAST
 PO0400'OF THE NORTHEAST RAIL OF THE NORTHEAST TRACK OF THE BURLINGTON
 PO0400'NORTHERN RAILROAD, 26.2 FEET NORTHWEST OF THE WEST CORNER OF A
 PO0400'BUILDING AT A DISPOSAL PLANT, AND ABOUT 10 INCHES ABOVE THE SURFACE
 PO0400'OF THE GROUND.  SECTION 16, T 19N, R 11W
 PO0400
 PO0400                          STATION RECOVERY (2003)
 PO0400
 PO0400'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (BLT)
 PO0400'A EMPLOYEE AT THE FOUNTAIN CITY SEWAGE PLANT STATED THE DISK WAS
 PO0400'REMOVED DURING INSTALLATION OF A NEW MANHOLE.  THE DISK WAS RETAINED
 PO0400'BY THE ENGINEERING COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP0488 ***********************************************************************
 PP0488  DESIGNATION -  A 127
 PP0488  PID         -  PP0488
 PP0488  STATE/COUNTY-  WI/PIERCE
 PP0488  USGS QUAD   -  HASTINGS (1993)
 PP0488
 PP0488                         *CURRENT SURVEY CONTROL
 PP0488  ___________________________________________________________________
 PP0488* NAD 83(1986)-  44 44 36.     (N)    092 46 44.     (W)     SCALED    
 PP0488* NAVD 88     -       230.034  (meters)     754.70   (feet)  ADJUSTED  
 PP0488  ___________________________________________________________________
 PP0488  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 PP0488  DYNAMIC HT  -         230.005 (meters)     754.61  (feet)  COMP
 PP0488  MODELED GRAV-     980,487.3   (mgal)                       NAVD 88
 PP0488
 PP0488  VERT ORDER  -  FIRST     CLASS I
 PP0488
 PP0488.The horizontal coordinates were scaled from a topographic map and have
 PP0488.an estimated accuracy of +/- 6 seconds.
 PP0488
 PP0488.The orthometric height was determined by differential leveling
 PP0488.and adjusted by the National Geodetic Survey in June 1991..
 PP0488
 PP0488.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 PP0488;SPC WI C     -   104,880.      379,970.      MT  (+/- 180 meters Scaled)
 PP0488
 PP0488                          SUPERSEDED SURVEY CONTROL
 PP0488
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0488.See file dsdata.txt to determine how the superseded data were derived.
 PP0488
 PP0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK175544(NAD 83)
 PP0488_MARKER: DB = BENCH MARK DISK
 PP0488_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP0488_SP_SET: COPPER CLAD STEEL ROD
 PP0488_STAMPING: A 127 1970
 PP0488_MARK LOGO: NGS   
 PP0488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0488
 PP0488  HISTORY     - Date     Condition        Report By
 PP0488  HISTORY     - 1970     MONUMENTED       NGS
 PP0488  HISTORY     - 19880808 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0352 ***********************************************************************
 QL0352  DESIGNATION -  A 128
 QL0352  PID         -  QL0352
 QL0352  STATE/COUNTY-  WI/MARINETTE
 QL0352  USGS QUAD   -  MARINETTE WEST (1975)
 QL0352
 QL0352                         *CURRENT SURVEY CONTROL
 QL0352  ___________________________________________________________________
 QL0352* NAD 83(1986)-  45 06 00.     (N)    087 37 59.     (W)     SCALED    
 QL0352* NAVD 88     -       182.210  (meters)     597.80   (feet)  ADJUSTED  
 QL0352  ___________________________________________________________________
 QL0352  GEOID HEIGHT-         -36.93  (meters)                     GEOID03
 QL0352  DYNAMIC HT  -         182.192 (meters)     597.74  (feet)  COMP
 QL0352  MODELED GRAV-     980,515.2   (mgal)                       NAVD 88
 QL0352
 QL0352  VERT ORDER  -  FIRST     CLASS 0
 QL0352
 QL0352.The horizontal coordinates were scaled from a topographic map and have
 QL0352.an estimated accuracy of +/- 6 seconds.
 QL0352
 QL0352.The orthometric height was determined by differential leveling
 QL0352.and adjusted by the National Geodetic Survey in June 1991..
 QL0352
 QL0352.The geoid height was determined by GEOID03.
 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     -   143,470.      786,270.      MT  (+/- 180 meters Scaled)
 QL0352
 QL0352                          SUPERSEDED SURVEY CONTROL
 QL0352
 QL0352.No superseded survey control is available for this station.
 QL0352
 QL0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ501942(NAD 83)
 QL0352_MARKER: DB = BENCH MARK DISK
 QL0352_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QL0352_SP_SET: BUILDING
 QL0352_STAMPING: A 128 1972
 QL0352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0352_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0352+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0210 ***********************************************************************
 PM0210  DESIGNATION -  A 129
 PM0210  PID         -  PM0210
 PM0210  STATE/COUNTY-  WI/OCONTO
 PM0210  USGS QUAD   -  OCONTO WEST (1974)
 PM0210
 PM0210                         *CURRENT SURVEY CONTROL
 PM0210  ___________________________________________________________________
 PM0210* NAD 83(1986)-  44 54 10.     (N)    087 52 42.     (W)     SCALED    
 PM0210* NAVD 88     -       180.211  (meters)     591.24   (feet)  ADJUSTED  
 PM0210  ___________________________________________________________________
 PM0210  GEOID HEIGHT-         -36.50  (meters)                     GEOID03
 PM0210  DYNAMIC HT  -         180.194 (meters)     591.19  (feet)  COMP
 PM0210  MODELED GRAV-     980,521.6   (mgal)                       NAVD 88
 PM0210
 PM0210  VERT ORDER  -  FIRST     CLASS 0
 PM0210
 PM0210.The horizontal coordinates were scaled from a topographic map and have
 PM0210.an estimated accuracy of +/- 6 seconds.
 PM0210
 PM0210.The orthometric height was determined by differential leveling
 PM0210.and adjusted by the National Geodetic Survey in June 1991..
 PM0210
 PM0210.The geoid height was determined by GEOID03.
 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     -   121,020.      767,540.      MT  (+/- 180 meters Scaled)
 PM0210
 PM0210                          SUPERSEDED SURVEY CONTROL
 PM0210
 PM0210.No superseded survey control is available for this station.
 PM0210
 PM0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ306725(NAD 83)
 PM0210_MARKER: DB = BENCH MARK DISK
 PM0210_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PM0210_SP_SET: 19.5 FT
 PM0210_STAMPING: A 129 1972
 PM0210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0210+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0132 ***********************************************************************
 RM0132  DESIGNATION -  A 13
 RM0132  PID         -  RM0132
 RM0132  STATE/COUNTY-  WI/IRON
 RM0132  USGS QUAD   -  MERCER (1981)
 RM0132
 RM0132                         *CURRENT SURVEY CONTROL
 RM0132  ___________________________________________________________________
 RM0132* NAD 83(1986)-  46 07 58.     (N)    090 00 48.     (W)     SCALED    
 RM0132* NAVD 88     -       485.317  (meters)    1592.24   (feet)  ADJUSTED  
 RM0132  ___________________________________________________________________
 RM0132  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 RM0132  DYNAMIC HT  -         485.313 (meters)    1592.23  (feet)  COMP
 RM0132  MODELED GRAV-     980,591.4   (mgal)                       NAVD 88
 RM0132
 RM0132  VERT ORDER  -  FIRST     CLASS II
 RM0132
 RM0132.The horizontal coordinates were scaled from a topographic map and have
 RM0132.an estimated accuracy of +/- 6 seconds.
 RM0132
 RM0132.The orthometric height was determined by differential leveling
 RM0132.and adjusted by the National Geodetic Survey in June 1991..
 RM0132
 RM0132.The geoid height was determined by GEOID03.
 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     -   107,380.      598,970.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0132.See file dsdata.txt to determine how the superseded data were derived.
 RM0132
 RM0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM307131(NAD 83)
 RM0132_MARKER: DB = BENCH MARK DISK
 RM0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0132_STAMPING: A 13 1934
 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             NGS
 RM0132  HISTORY     - 1982     MARK NOT FOUND   NGS
 RM0132  HISTORY     - 20050913 MARK NOT FOUND   WIDT
 RM0132
 RM0132                          STATION DESCRIPTION
 RM0132
 RM0132'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 PN0106 ***********************************************************************
 PN0106  DESIGNATION -  A 130
 PN0106  PID         -  PN0106
 PN0106  STATE/COUNTY-  WI/BROWN
 PN0106  USGS QUAD   -  SUAMICO (1974)
 PN0106
 PN0106                         *CURRENT SURVEY CONTROL
 PN0106  ___________________________________________________________________
 PN0106* NAD 83(1986)-  44 38 05.     (N)    088 02 46.     (W)     SCALED    
 PN0106* NAVD 88     -       187.008  (meters)     613.54   (feet)  ADJUSTED  
 PN0106  ___________________________________________________________________
 PN0106  GEOID HEIGHT-         -36.23  (meters)                     GEOID03
 PN0106  DYNAMIC HT  -         186.987 (meters)     613.47  (feet)  COMP
 PN0106  MODELED GRAV-     980,501.7   (mgal)                       NAVD 88
 PN0106
 PN0106  VERT ORDER  -  FIRST     CLASS 0
 PN0106
 PN0106.The horizontal coordinates were scaled from a topographic map and have
 PN0106.an estimated accuracy of +/- 6 seconds.
 PN0106
 PN0106.The orthometric height was determined by differential leveling
 PN0106.and adjusted by the National Geodetic Survey in June 1991..
 PN0106
 PN0106.The geoid height was determined by GEOID03.
 PN0106
 PN0106.The dynamic height is computed by dividing the NAVD 88
 PN0106.geopotential number by the normal gravity value computed on the
 PN0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0106.degrees latitude (g = 980.6199 gals.).
 PN0106
 PN0106.The modeled gravity was interpolated from observed gravity values.
 PN0106
 PN0106;                    North         East    Units  Estimated Accuracy
 PN0106;SPC WI C     -    90,910.      755,010.      MT  (+/- 180 meters Scaled)
 PN0106
 PN0106                          SUPERSEDED SURVEY CONTROL
 PN0106
 PN0106.No superseded survey control is available for this station.
 PN0106
 PN0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ170429(NAD 83)
 PN0106_MARKER: DB = BENCH MARK DISK
 PN0106_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PN0106_SP_SET: GUARDRAIL
 PN0106_STAMPING: A 130 1972
 PN0106_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0106+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2005
 PN0106
 PN0106  HISTORY     - Date     Condition        Report By
 PN0106  HISTORY     - 1972     MONUMENTED       NGS
 PN0106  HISTORY     - 19940503 GOOD             WI-009
 PN0106  HISTORY     - 20021115 GOOD             USPSQD
 PN0106  HISTORY     - 20050815 GOOD             WIDT
 PN0106
 PN0106                          STATION DESCRIPTION
 PN0106
 PN0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PN0106'AT SUAMICO.
 PN0106'AT SUAMICO, ALONG U.S. HIGHWAYS 41 AND 141, SET IN THE TOP OF
 PN0106'THE NORTH END OF THE WEST CONCRETE GUARDRAIL FOR THE SOUTHBOUND
 PN0106'LANE OF THE HIGHWAYS OVERPASS OVER SUNSET BEACH ROAD, 23 FEET
 PN0106'WEST OF THE CENTER LINE OF THE SOUTHBOUND LANE OF THE HIGHWAY,
 PN0106'11.6 FEET SOUTH OF THE NORTH END OF THE CONCRETE GUARD RAIL AND
 PN0106'1 FOOT ABOVE THE LEVEL OF THE HIGHWAYS.  SECTION 14, T 25 N,
 PN0106'R 20 E.
 PN0106
 PN0106                          STATION RECOVERY (1994)
 PN0106
 PN0106'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0106'RECOVERED AS DESCRIBED.
 PN0106
 PN0106                          STATION RECOVERY (2002)
 PN0106
 PN0106'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0106'RECOVERED IN GOOD CONDITION.
 PN0106
 PN0106                          STATION RECOVERY (2005)
 PN0106
 PN0106'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0106'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0144 ***********************************************************************
 PM0144  DESIGNATION -  A 132
 PM0144  PID         -  PM0144
 PM0144  STATE/COUNTY-  WI/MANITOWOC
 PM0144  USGS QUAD   -  MANITOWOC (1973)
 PM0144
 PM0144                         *CURRENT SURVEY CONTROL
 PM0144  ___________________________________________________________________
 PM0144* NAD 83(1986)-  44 05 27.     (N)    087 40 32.     (W)     SCALED    
 PM0144* NAVD 88     -       189.568  (meters)     621.94   (feet)  ADJUSTED  
 PM0144  ___________________________________________________________________
 PM0144  GEOID HEIGHT-         -36.12  (meters)                     GEOID03
 PM0144  DYNAMIC HT  -         189.537 (meters)     621.84  (feet)  COMP
 PM0144  MODELED GRAV-     980,450.2   (mgal)                       NAVD 88
 PM0144
 PM0144  VERT ORDER  -  FIRST     CLASS 0
 PM0144
 PM0144.The horizontal coordinates were scaled from a topographic map and have
 PM0144.an estimated accuracy of +/- 6 seconds.
 PM0144
 PM0144.The orthometric height was determined by differential leveling
 PM0144.and adjusted by the National Geodetic Survey in June 1991..
 PM0144
 PM0144.The geoid height was determined by GEOID03.
 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     -   234,870.      786,130.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0144.See file dsdata.txt to determine how the superseded data were derived.
 PM0144
 PM0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP459821(NAD 83)
 PM0144_MARKER: DV = VERTICAL CONTROL DISK
 PM0144_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PM0144_SP_SET: 31 1/2 FEET
 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 NOT SUITABLE FOR
 PM0144+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2003
 PM0144
 PM0144  HISTORY     - Date     Condition        Report By
 PM0144  HISTORY     - 1972     MONUMENTED       NGS
 PM0144  HISTORY     - 20010613 GOOD             WIDT
 PM0144  HISTORY     - 20030429 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0193 ***********************************************************************
 OL0193  DESIGNATION -  A 133
 OL0193  PID         -  OL0193
 OL0193  STATE/COUNTY-  WI/SHEBOYGAN
 OL0193  USGS QUAD   -  SHEBOYGAN FALLS (1994)
 OL0193
 OL0193                         *CURRENT SURVEY CONTROL
 OL0193  ___________________________________________________________________
 OL0193* NAD 83(1986)-  43 42 10.     (N)    087 45 40.     (W)     SCALED    
 OL0193* NAVD 88     -       217.051  (meters)     712.11   (feet)  ADJUSTED  
 OL0193  ___________________________________________________________________
 OL0193  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 OL0193  DYNAMIC HT  -         217.010 (meters)     711.97  (feet)  COMP
 OL0193  MODELED GRAV-     980,423.6   (mgal)                       NAVD 88
 OL0193
 OL0193  VERT ORDER  -  SECOND    CLASS I
 OL0193
 OL0193.The horizontal coordinates were scaled from a topographic map and have
 OL0193.an estimated accuracy of +/- 6 seconds.
 OL0193
 OL0193.The orthometric height was determined by differential leveling
 OL0193.and adjusted by the National Geodetic Survey in May 2003..
 OL0193
 OL0193.The geoid height was determined by GEOID03.
 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     -   191,590.      780,440.      MT  (+/- 180 meters Scaled)
 OL0193
 OL0193                          SUPERSEDED SURVEY CONTROL
 OL0193
 OL0193  NAVD 88 (06/15/91)  217.044  (m)          712.09   (f) UNKNOWN     1 0
 OL0193  NGVD 29 (??/??/92)  217.06   (m)          712.1    (f) COMPUTED    1 0
 OL0193
 OL0193.Superseded values are not recommended for survey control.
 OL0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0193.See file dsdata.txt to determine how the superseded data were derived.
 OL0193
 OL0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP386391(NAD 83)
 OL0193_MARKER: DV = VERTICAL CONTROL DISK
 OL0193_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OL0193_SP_SET: 40 FEET
 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 - December 06, 2003
 OL0193
 OL0193  HISTORY     - Date     Condition        Report By
 OL0193  HISTORY     - 1972     MONUMENTED       NGS
 OL0193  HISTORY     - 2001     GOOD             WIDT
 OL0193  HISTORY     - 20031206 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0116 ***********************************************************************
 OL0116  DESIGNATION -  A 134
 OL0116  PID         -  OL0116
 OL0116  STATE/COUNTY-  WI/MILWAUKEE
 OL0116  USGS QUAD   -  THIENSVILLE (1976)
 OL0116
 OL0116                         *CURRENT SURVEY CONTROL
 OL0116  ___________________________________________________________________
 OL0116* NAD 83(1986)-  43 07 57.     (N)    087 57 05.     (W)     SCALED    
 OL0116* NAVD 88     -       209.239  (meters)     686.48   (feet)  ADJUSTED  
 OL0116  ___________________________________________________________________
 OL0116  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 OL0116  DYNAMIC HT  -         209.186 (meters)     686.30  (feet)  COMP
 OL0116  MODELED GRAV-     980,362.5   (mgal)                       NAVD 88
 OL0116
 OL0116  VERT ORDER  -  FIRST     CLASS 0
 OL0116
 OL0116.The horizontal coordinates were scaled from a topographic map and have
 OL0116.an estimated accuracy of +/- 6 seconds.
 OL0116
 OL0116.The orthometric height was determined by differential leveling
 OL0116.and adjusted by the National Geodetic Survey in June 1991..
 OL0116
 OL0116.The geoid height was determined by GEOID03.
 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     -   127,860.      766,660.      MT  (+/- 180 meters Scaled)
 OL0116
 OL0116                          SUPERSEDED SURVEY CONTROL
 OL0116
 OL0116.No superseded survey control is available for this station.
 OL0116
 OL0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN226759(NAD 83)
 OL0116_MARKER: DB = BENCH MARK DISK
 OL0116_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OL0116_SP_SET: 44.5 FEET
 OL0116_STAMPING: A 134 1972
 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 = OCTOBER  7, 2006
 RN0405 ***********************************************************************
 RN0405  DESIGNATION -  A 135
 RN0405  PID         -  RN0405
 RN0405  STATE/COUNTY-  WI/DOUGLAS
 RN0405  USGS QUAD   -  FOXBORO (1981)
 RN0405
 RN0405                         *CURRENT SURVEY CONTROL
 RN0405  ___________________________________________________________________
 RN0405* NAD 83(1986)-  46 29 56.     (N)    092 17 18.     (W)     SCALED    
 RN0405* NAVD 88     -       282.058  (meters)     925.39   (feet)  ADJUSTED  
 RN0405  ___________________________________________________________________
 RN0405  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 RN0405  DYNAMIC HT  -         282.075 (meters)     925.44  (feet)  COMP
 RN0405  MODELED GRAV-     980,667.5   (mgal)                       NAVD 88
 RN0405
 RN0405  VERT ORDER  -  SECOND    CLASS 0
 RN0405
 RN0405.The horizontal coordinates were scaled from a topographic map and have
 RN0405.an estimated accuracy of +/- 6 seconds.
 RN0405
 RN0405.The orthometric height was determined by differential leveling
 RN0405.and adjusted by the National Geodetic Survey in June 1991..
 RN0405
 RN0405.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0405.See file dsdata.txt to determine how the superseded data were derived.
 RN0405
 RN0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM546497(NAD 83)
 RN0405_MARKER: DB = BENCH MARK DISK
 RN0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0405_STAMPING: A 135 1935
 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 = OCTOBER  7, 2006
 RN0177 ***********************************************************************
 RN0177  DESIGNATION -  A 136
 RN0177  PID         -  RN0177
 RN0177  STATE/COUNTY-  WI/DOUGLAS
 RN0177  USGS QUAD   -  BOREA (1981)
 RN0177
 RN0177                         *CURRENT SURVEY CONTROL
 RN0177  ___________________________________________________________________
 RN0177* NAD 83(1986)-  46 35 10.     (N)    092 11 06.     (W)     SCALED    
 RN0177* NAVD 88     -       229.692  (meters)     753.58   (feet)  ADJUSTED  
 RN0177  ___________________________________________________________________
 RN0177  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 RN0177  DYNAMIC HT  -         229.712 (meters)     753.65  (feet)  COMP
 RN0177  MODELED GRAV-     980,696.8   (mgal)                       NAVD 88
 RN0177
 RN0177  VERT ORDER  -  SECOND    CLASS 0
 RN0177
 RN0177.The horizontal coordinates were scaled from a topographic map and have
 RN0177.an estimated accuracy of +/- 6 seconds.
 RN0177
 RN0177.The orthometric height was determined by differential leveling
 RN0177.and adjusted by the National Geodetic Survey in June 1991..
 RN0177
 RN0177.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0177.See file dsdata.txt to determine how the superseded data were derived.
 RN0177
 RN0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM624594(NAD 83)
 RN0177_MARKER: DB = BENCH MARK DISK
 RN0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0177_STAMPING: A 136 1935
 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 = OCTOBER  7, 2006
 NG0334 ***********************************************************************
 NG0334  DESIGNATION -  A 137
 NG0334  PID         -  NG0334
 NG0334  STATE/COUNTY-  WI/MILWAUKEE
 NG0334  USGS QUAD   -  GREENDALE (1976)
 NG0334
 NG0334                         *CURRENT SURVEY CONTROL
 NG0334  ___________________________________________________________________
 NG0334* NAD 83(1986)-  42 53 24.     (N)    087 54 41.     (W)     SCALED    
 NG0334* NAVD 88     -       215.649  (meters)     707.51   (feet)  ADJUSTED  
 NG0334  ___________________________________________________________________
 NG0334  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 NG0334  DYNAMIC HT  -         215.589 (meters)     707.31  (feet)  COMP
 NG0334  MODELED GRAV-     980,338.3   (mgal)                       NAVD 88
 NG0334
 NG0334  VERT ORDER  -  FIRST     CLASS 0
 NG0334
 NG0334.The horizontal coordinates were scaled from a topographic map and have
 NG0334.an estimated accuracy of +/- 6 seconds.
 NG0334
 NG0334.The orthometric height was determined by differential leveling
 NG0334.and adjusted by the National Geodetic Survey in June 1991..
 NG0334
 NG0334.The geoid height was determined by GEOID03.
 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     -   101,010.      770,590.      MT  (+/- 180 meters Scaled)
 NG0334
 NG0334                          SUPERSEDED SURVEY CONTROL
 NG0334
 NG0334.No superseded survey control is available for this station.
 NG0334
 NG0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN255490(NAD 83)
 NG0334_MARKER: DB = BENCH MARK 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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0365 ***********************************************************************
 NG0365  DESIGNATION -  A 138
 NG0365  PID         -  NG0365
 NG0365  STATE/COUNTY-  WI/RACINE
 NG0365  USGS QUAD   -  RACINE SOUTH (1976)
 NG0365
 NG0365                         *CURRENT SURVEY CONTROL
 NG0365  ___________________________________________________________________
 NG0365* NAD 83(1986)-  42 43 36.     (N)    087 46 56.     (W)     SCALED    
 NG0365* NAVD 88     -       191.617  (meters)     628.66   (feet)  ADJUSTED  
 NG0365  ___________________________________________________________________
 NG0365  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 NG0365  DYNAMIC HT  -         191.563 (meters)     628.49  (feet)  COMP
 NG0365  MODELED GRAV-     980,333.8   (mgal)                       NAVD 88
 NG0365
 NG0365  VERT ORDER  -  FIRST     CLASS 0
 NG0365
 NG0365.The horizontal coordinates were scaled from a topographic map and have
 NG0365.an estimated accuracy of +/- 6 seconds.
 NG0365
 NG0365.The orthometric height was determined by differential leveling
 NG0365.and adjusted by the National Geodetic Survey in June 1991..
 NG0365
 NG0365.The geoid height was determined by GEOID03.
 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     -    83,140.      781,620.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0365.See file dsdata.txt to determine how the superseded data were derived.
 NG0365
 NG0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN359307(NAD 83)
 NG0365_MARKER: DB = BENCH MARK DISK
 NG0365_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NG0365_SP_SET: BUILDING
 NG0365_STAMPING: A 138 1972
 NG0365_MARK LOGO: CGS   
 NG0365_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NG0365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0365+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2003
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0229 ***********************************************************************
 QM0229  DESIGNATION -  A 14
 QM0229  PID         -  QM0229
 QM0229  STATE/COUNTY-  WI/ONEIDA
 QM0229  USGS QUAD   -  MC NAUGHTON (1982)
 QM0229
 QM0229                         *CURRENT SURVEY CONTROL
 QM0229  ___________________________________________________________________
 QM0229* NAD 83(1986)-  45 40 54.     (N)    089 30 10.     (W)     SCALED    
 QM0229* NAVD 88     -       483.692  (meters)    1586.91   (feet)  ADJUSTED  
 QM0229  ___________________________________________________________________
 QM0229  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 QM0229  DYNAMIC HT  -         483.673 (meters)    1586.85  (feet)  COMP
 QM0229  MODELED GRAV-     980,560.6   (mgal)                       NAVD 88
 QM0229
 QM0229  VERT ORDER  -  FIRST     CLASS II
 QM0229
 QM0229.The horizontal coordinates were scaled from a topographic map and have
 QM0229.an estimated accuracy of +/- 6 seconds.
 QM0229
 QM0229.The orthometric height was determined by differential leveling
 QM0229.and adjusted by the National Geodetic Survey in June 1991..
 QM0229
 QM0229.The geoid height was determined by GEOID03.
 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     -    57,360.      638,740.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0229.See file dsdata.txt to determine how the superseded data were derived.
 QM0229
 QM0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR050617(NAD 83)
 QM0229_MARKER: DB = BENCH MARK DISK
 QM0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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     - UNK      MONUMENTED       CGS
 QM0229  HISTORY     - 1934     GOOD             NGS
 QM0229  HISTORY     - 1982     MARK NOT FOUND   NGS
 QM0229  HISTORY     - 20051004 GOOD             WIDT
 QM0229
 QM0229                          STATION DESCRIPTION
 QM0229
 QM0229'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 QN0285 ***********************************************************************
 QN0285  DESIGNATION -  A 145
 QN0285  PID         -  QN0285
 QN0285  STATE/COUNTY-  WI/WASHBURN
 QN0285  USGS QUAD   -  SHELL LAKE (1982)
 QN0285
 QN0285                         *CURRENT SURVEY CONTROL
 QN0285  ___________________________________________________________________
 QN0285* NAD 83(1986)-  45 40 57.     (N)    091 58 45.     (W)     SCALED    
 QN0285* NAVD 88     -       423.732  (meters)    1390.19   (feet)  ADJUSTED  
 QN0285  ___________________________________________________________________
 QN0285  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 QN0285  DYNAMIC HT  -         423.701 (meters)    1390.09  (feet)  COMP
 QN0285  MODELED GRAV-     980,529.3   (mgal)                       NAVD 88
 QN0285
 QN0285  VERT ORDER  -  SECOND    CLASS 0
 QN0285
 QN0285.The horizontal coordinates were scaled from a topographic map and have
 QN0285.an estimated accuracy of +/- 6 seconds.
 QN0285
 QN0285.The orthometric height was determined by differential leveling
 QN0285.and adjusted by the National Geodetic Survey in June 1991..
 QN0285
 QN0285.The geoid height was determined by GEOID03.
 QN0285
 QN0285.The dynamic height is computed by dividing the NAVD 88
 QN0285.geopotential number by the normal gravity value computed on the
 QN0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0285.degrees latitude (g = 980.6199 gals.).
 QN0285
 QN0285.The modeled gravity was interpolated from observed gravity values.
 QN0285
 QN0285;                    North         East    Units  Estimated Accuracy
 QN0285;SPC WI N     -    59,250.      445,830.      MT  (+/- 180 meters Scaled)
 QN0285
 QN0285                          SUPERSEDED SURVEY CONTROL
 QN0285
 QN0285  NGVD 29 (??/??/92)  423.674  (m)         1390.00   (f) ADJ UNCH    2 0
 QN0285
 QN0285.Superseded values are not recommended for survey control.
 QN0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0285.See file dsdata.txt to determine how the superseded data were derived.
 QN0285
 QN0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL794592(NAD 83)
 QN0285_MARKER: DR = REFERENCE MARK DISK
 QN0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0285_STAMPING: A 145 1938
 QN0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0285+STABILITY: SURFACE MOTION
 QN0285
 QN0285  HISTORY     - Date     Condition        Report By
 QN0285  HISTORY     - 1938     MONUMENTED       CGS
 QN0285  HISTORY     - 1964     GOOD             USGS
 QN0285  HISTORY     - 20041116 MARK NOT FOUND   WIDT
 QN0285
 QN0285                          STATION DESCRIPTION
 QN0285
 QN0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 QN0285'3.3 MI N FROM BARRONETT.
 QN0285'IN WASHBURN COUNTY, ABOUT 3.3 MILES NORTH ALONG THE CHICAGO,
 QN0285'ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY FROM THE STATION AT
 QN0285'BARRONETT, BARRON COUNTY, ABOUT 100 FEET NORTHWEST OF THE
 QN0285'INTERSECTION OF THE CENTER LINES OF U.S. HIGHWAY 63 AND COUNTY
 QN0285'HIGHWAY J, AT BRIDGE 172 OVER COUNTY HIGHWAY J, IN THE TOP OF THE
 QN0285'NORTHWEST END OF THE NORTHEAST WING WALL, 9 FEET NORTHWEST OF THE
 QN0285'NORTHWEST RAIL, AND 6 INCHES LOWER THAN THE TOP OF THE RAIL.  A
 QN0285'STANDARD DISK, STAMPED A 145 1938.  NOTE-- 100 FEET NW OF
 QN0285'INTERSECTION OF NE-SW ROAD AT JUNCTION WITH COUNTY HIGHWAY J.
 QN0285'HIGHWAY 63 HAS BEEN RELOCATED.
 QN0285
 QN0285                          STATION RECOVERY (1964)
 QN0285
 QN0285'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 QN0285'RECOVERED IN GOOD CONDITION.
 QN0285
 QN0285                          STATION RECOVERY (2004)
 QN0285
 QN0285'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 QN0285'BRIDGE REMOVED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0397 ***********************************************************************
 RM0397  DESIGNATION -  A 146
 RM0397  PID         -  RM0397
 RM0397  STATE/COUNTY-  WI/WASHBURN
 RM0397  USGS QUAD   -  MINONG (1982)
 RM0397
 RM0397                         *CURRENT SURVEY CONTROL
 RM0397  ___________________________________________________________________
 RM0397* NAD 83(1986)-  46 06 02.     (N)    091 48 32.     (W)     SCALED    
 RM0397* NAVD 88     -       325.567  (meters)    1068.13   (feet)  ADJUSTED  
 RM0397  ___________________________________________________________________
 RM0397  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 RM0397  DYNAMIC HT  -         325.596 (meters)    1068.23  (feet)  COMP
 RM0397  MODELED GRAV-     980,691.9   (mgal)                       NAVD 88
 RM0397
 RM0397  VERT ORDER  -  FIRST     CLASS II
 RM0397
 RM0397.The horizontal coordinates were scaled from a topographic map and have
 RM0397.an estimated accuracy of +/- 6 seconds.
 RM0397
 RM0397.The orthometric height was determined by differential leveling
 RM0397.and adjusted by the National Geodetic Survey in June 1991..
 RM0397
 RM0397.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 RM0397
 RM0397.No superseded survey control is available for this station.
 RM0397
 RM0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM920059(NAD 83)
 RM0397_MARKER: DB = BENCH MARK DISK
 RM0397_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0397_SP_SET: STAINLESS STEEL ROD
 RM0397_STAMPING: A 146 1979
 RM0397_PROJECTION: FLUSH
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0345 ***********************************************************************
 QN0345  DESIGNATION -  A 147
 QN0345  PID         -  QN0345
 QN0345  STATE/COUNTY-  WI/SAWYER
 QN0345  USGS QUAD   -  RESERVE (1971)
 QN0345
 QN0345                         *CURRENT SURVEY CONTROL
 QN0345  ___________________________________________________________________
 QN0345* NAD 83(1986)-  45 55 27.     (N)    091 29 41.     (W)     SCALED    
 QN0345* NAVD 88     -       402.321  (meters)    1319.95   (feet)  ADJUSTED  
 QN0345  ___________________________________________________________________
 QN0345  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 QN0345  DYNAMIC HT  -         402.310 (meters)    1319.91  (feet)  COMP
 QN0345  MODELED GRAV-     980,577.7   (mgal)                       NAVD 88
 QN0345
 QN0345  VERT ORDER  -  FIRST     CLASS II
 QN0345
 QN0345.The horizontal coordinates were scaled from a topographic map and have
 QN0345.an estimated accuracy of +/- 6 seconds.
 QN0345
 QN0345.The orthometric height was determined by differential leveling
 QN0345.and adjusted by the National Geodetic Survey in June 1991..
 QN0345
 QN0345.The geoid height was determined by GEOID03.
 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     -    85,280.      484,070.      MT  (+/- 180 meters Scaled)
 QN0345
 QN0345                          SUPERSEDED SURVEY CONTROL
 QN0345
 QN0345.No superseded survey control is available for this station.
 QN0345
 QN0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL167867(NAD 83)
 QN0345_MARKER: DB = BENCH MARK DISK
 QN0345_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0345_SP_SET: STAINLESS STEEL ROD
 QN0345_STAMPING: A 147 1979
 QN0345_PROJECTION: FLUSH
 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 = OCTOBER  7, 2006
 QN0306 ***********************************************************************
 QN0306  DESIGNATION -  A 148
 QN0306  PID         -  QN0306
 QN0306  STATE/COUNTY-  WI/RUSK
 QN0306  USGS QUAD   -  CRANE (1972)
 QN0306
 QN0306                         *CURRENT SURVEY CONTROL
 QN0306  ___________________________________________________________________
 QN0306* NAD 83(1986)-  45 31 52.     (N)    091 12 57.     (W)     SCALED    
 QN0306* NAVD 88     -       349.377  (meters)    1146.25   (feet)  ADJUSTED  
 QN0306  ___________________________________________________________________
 QN0306  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 QN0306  DYNAMIC HT  -         349.359 (meters)    1146.19  (feet)  COMP
 QN0306  MODELED GRAV-     980,555.2   (mgal)                       NAVD 88
 QN0306
 QN0306  VERT ORDER  -  FIRST     CLASS II
 QN0306
 QN0306.The horizontal coordinates were scaled from a topographic map and have
 QN0306.an estimated accuracy of +/- 6 seconds.
 QN0306
 QN0306.The orthometric height was determined by differential leveling
 QN0306.and adjusted by the National Geodetic Survey in June 1991..
 QN0306
 QN0306.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 QN0306
 QN0306.No superseded survey control is available for this station.
 QN0306
 QN0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL393435(NAD 83)
 QN0306_MARKER: DB = BENCH MARK DISK
 QN0306_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0306_SP_SET: STAINLESS STEEL ROD
 QN0306_STAMPING: A 148 1979
 QN0306_PROJECTION: FLUSH
 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 = OCTOBER  7, 2006
 QN0369 ***********************************************************************
 QN0369  DESIGNATION -  A 149
 QN0369  PID         -  QN0369
 QN0369  STATE/COUNTY-  WI/BARRON
 QN0369  USGS QUAD   -  STRICKLAND (1978)
 QN0369
 QN0369                         *CURRENT SURVEY CONTROL
 QN0369  ___________________________________________________________________
 QN0369* NAD 83(1986)-  45 24 44.     (N)    091 34 53.     (W)     SCALED    
 QN0369* NAVD 88     -       391.862  (meters)    1285.63   (feet)  ADJUSTED  
 QN0369  ___________________________________________________________________
 QN0369  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 QN0369  DYNAMIC HT  -         391.833 (meters)    1285.54  (feet)  COMP
 QN0369  MODELED GRAV-     980,529.5   (mgal)                       NAVD 88
 QN0369
 QN0369  VERT ORDER  -  FIRST     CLASS II
 QN0369
 QN0369.The horizontal coordinates were scaled from a topographic map and have
 QN0369.an estimated accuracy of +/- 6 seconds.
 QN0369
 QN0369.The orthometric height was determined by differential leveling
 QN0369.and adjusted by the National Geodetic Survey in June 1991..
 QN0369
 QN0369.The geoid height was determined by GEOID03.
 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     -   176,660.      476,220.      MT  (+/- 180 meters Scaled)
 QN0369
 QN0369                          SUPERSEDED SURVEY CONTROL
 QN0369
 QN0369.No superseded survey control is available for this station.
 QN0369
 QN0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL110297(NAD 83)
 QN0369_MARKER: I = METAL ROD
 QN0369_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0369_SP_SET: STAINLESS STEEL ROD
 QN0369_STAMPING: A 149 1980
 QN0369_PROJECTION: FLUSH
 QN0369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0369_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QN0369+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0035 ***********************************************************************
 QN0035  DESIGNATION -  A 15
 QN0035  PID         -  QN0035
 QN0035  STATE/COUNTY-  WI/PRICE
 QN0035  USGS QUAD   -  BLOCKHOUSE LAKE (1984)
 QN0035
 QN0035                         *CURRENT SURVEY CONTROL
 QN0035  ___________________________________________________________________
 QN0035* NAD 83(1986)-  45 53 12.     (N)    090 21 42.     (W)     SCALED    
 QN0035* NAVD 88     -       452.117  (meters)    1483.32   (feet)  ADJUSTED  
 QN0035  ___________________________________________________________________
 QN0035  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 QN0035  DYNAMIC HT  -         452.102 (meters)    1483.27  (feet)  COMP
 QN0035  MODELED GRAV-     980,567.9   (mgal)                       NAVD 88
 QN0035
 QN0035  VERT ORDER  -  SECOND    CLASS 0
 QN0035
 QN0035.The horizontal coordinates were scaled from a topographic map and have
 QN0035.an estimated accuracy of +/- 6 seconds.
 QN0035
 QN0035.The orthometric height was determined by differential leveling
 QN0035.and adjusted by the National Geodetic Survey in June 1991..
 QN0035
 QN0035.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0035.See file dsdata.txt to determine how the superseded data were derived.
 QN0035
 QN0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL047848(NAD 83)
 QN0035_MARKER: DB = BENCH MARK DISK
 QN0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0035_STAMPING: A 15 1934
 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 = OCTOBER  7, 2006
 RM0399 ***********************************************************************
 RM0399  DESIGNATION -  A 150
 RM0399  PID         -  RM0399
 RM0399  STATE/COUNTY-  WI/WASHBURN
 RM0399  USGS QUAD   -  MINONG (1982)
 RM0399
 RM0399                         *CURRENT SURVEY CONTROL
 RM0399  ___________________________________________________________________
 RM0399* NAD 83(1986)-  46 06 48.     (N)    091 49 25.     (W)     SCALED    
 RM0399* NAVD 88     -       317.784  (meters)    1042.60   (feet)  ADJUSTED  
 RM0399  ___________________________________________________________________
 RM0399  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 RM0399  DYNAMIC HT  -         317.812 (meters)    1042.69  (feet)  COMP
 RM0399  MODELED GRAV-     980,695.0   (mgal)                       NAVD 88
 RM0399
 RM0399  VERT ORDER  -  FIRST     CLASS II
 RM0399
 RM0399.The horizontal coordinates were scaled from a topographic map and have
 RM0399.an estimated accuracy of +/- 6 seconds.
 RM0399
 RM0399.The orthometric height was determined by differential leveling
 RM0399.and adjusted by the National Geodetic Survey in June 1991..
 RM0399
 RM0399.The geoid height was determined by GEOID03.
 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     -   106,840.      459,050.      MT  (+/- 180 meters Scaled)
 RM0399
 RM0399                          SUPERSEDED SURVEY CONTROL
 RM0399
 RM0399.No superseded survey control is available for this station.
 RM0399
 RM0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM909073(NAD 83)
 RM0399_MARKER: DB = BENCH MARK DISK
 RM0399_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0399_SP_SET: STAINLESS STEEL ROD
 RM0399_STAMPING: A 150 1979
 RM0399_PROJECTION: FLUSH
 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 = OCTOBER  7, 2006
 RM0432 ***********************************************************************
 RM0432  DESIGNATION -  A 151
 RM0432  PID         -  RM0432
 RM0432  STATE/COUNTY-  WI/DOUGLAS
 RM0432  USGS QUAD   -  BENNETT (1981)
 RM0432
 RM0432                         *CURRENT SURVEY CONTROL
 RM0432  ___________________________________________________________________
 RM0432* NAD 83(1986)-  46 27 38.     (N)    091 49 18.     (W)     SCALED    
 RM0432* NAVD 88     -       372.909  (meters)    1223.45   (feet)  ADJUSTED  
 RM0432  ___________________________________________________________________
 RM0432  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 RM0432  DYNAMIC HT  -         372.951 (meters)    1223.59  (feet)  COMP
 RM0432  MODELED GRAV-     980,716.6   (mgal)                       NAVD 88
 RM0432
 RM0432  VERT ORDER  -  FIRST     CLASS II
 RM0432
 RM0432.The horizontal coordinates were scaled from a topographic map and have
 RM0432.an estimated accuracy of +/- 6 seconds.
 RM0432
 RM0432.The orthometric height was determined by differential leveling
 RM0432.and adjusted by the National Geodetic Survey in June 1991..
 RM0432
 RM0432.The geoid height was determined by GEOID03.
 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     -   145,420.      460,080.      MT  (+/- 180 meters Scaled)
 RM0432
 RM0432                          SUPERSEDED SURVEY CONTROL
 RM0432
 RM0432.No superseded survey control is available for this station.
 RM0432
 RM0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM904458(NAD 83)
 RM0432_MARKER: DB = BENCH MARK DISK
 RM0432_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0432_SP_SET: STAINLESS STEEL ROD
 RM0432_STAMPING: A 151 1979
 RM0432_PROJECTION: FLUSH
 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  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'MARK NOT FOUND.
 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 = OCTOBER  7, 2006
 RN1088 ***********************************************************************
 RN1088  DESIGNATION -  A 152
 RN1088  PID         -  RN1088
 RN1088  STATE/COUNTY-  WI/DOUGLAS
 RN1088  USGS QUAD   -  SUPERIOR (1994)
 RN1088
 RN1088                         *CURRENT SURVEY CONTROL
 RN1088  ___________________________________________________________________
 RN1088* NAD 83(1986)-  46 38 57.     (N)    092 04 00.     (W)     SCALED    
 RN1088* NAVD 88     -       204.666  (meters)     671.48   (feet)  ADJUSTED  
 RN1088  ___________________________________________________________________
 RN1088  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 RN1088  DYNAMIC HT  -         204.689 (meters)     671.55  (feet)  COMP
 RN1088  MODELED GRAV-     980,723.0   (mgal)                       NAVD 88
 RN1088
 RN1088  VERT ORDER  -  FIRST     CLASS II
 RN1088
 RN1088.The horizontal coordinates were scaled from a topographic map and have
 RN1088.an estimated accuracy of +/- 6 seconds.
 RN1088
 RN1088.The orthometric height was determined by differential leveling
 RN1088.and adjusted by the National Geodetic Survey in June 1991..
 RN1088
 RN1088.The geoid height was determined by GEOID03.
 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     -   166,840.      441,810.      MT  (+/- 180 meters Scaled)
 RN1088
 RN1088                          SUPERSEDED SURVEY CONTROL
 RN1088
 RN1088.No superseded survey control is available for this station.
 RN1088
 RN1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM714666(NAD 83)
 RN1088_MARKER: DV = VERTICAL CONTROL DISK
 RN1088_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RN1088_SP_SET: STAINLESS STEEL ROD
 RN1088_STAMPING: A 152 1979
 RN1088_MARK LOGO: NGS   
 RN1088_PROJECTION: FLUSH
 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 = OCTOBER  7, 2006
 QO1391 ***********************************************************************
 QO1391  DESIGNATION -  A 153
 QO1391  PID         -  QO1391
 QO1391  STATE/COUNTY-  WI/POLK
 QO1391  USGS QUAD   -  FOREST (1975)
 QO1391
 QO1391                         *CURRENT SURVEY CONTROL
 QO1391  ___________________________________________________________________
 QO1391* NAD 83(1986)-  45 14 00.     (N)    092 17 11.     (W)     SCALED    
 QO1391* NAVD 88     -       350.949  (meters)    1151.41   (feet)  ADJUSTED  
 QO1391  ___________________________________________________________________
 QO1391  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 QO1391  DYNAMIC HT  -         350.905 (meters)    1151.26  (feet)  COMP
 QO1391  MODELED GRAV-     980,483.1   (mgal)                       NAVD 88
 QO1391
 QO1391  VERT ORDER  -  FIRST     CLASS II
 QO1391
 QO1391.The horizontal coordinates were scaled from a topographic map and have
 QO1391.an estimated accuracy of +/- 6 seconds.
 QO1391
 QO1391.The orthometric height was determined by differential leveling
 QO1391.and adjusted by the National Geodetic Survey in June 1991..
 QO1391
 QO1391.The geoid height was determined by GEOID03.
 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     -   158,100.      420,490.      MT  (+/- 180 meters Scaled)
 QO1391
 QO1391                          SUPERSEDED SURVEY CONTROL
 QO1391
 QO1391.No superseded survey control is available for this station.
 QO1391
 QO1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL560091(NAD 83)
 QO1391_MARKER: I = METAL ROD
 QO1391_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QO1391_SP_SET: STAINLESS STEEL ROD
 QO1391_STAMPING: A 153 1980
 QO1391_PROJECTION: FLUSH
 QO1391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1391_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1391+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2005
 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
 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--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO1362 ***********************************************************************
 QO1362  DESIGNATION -  A 154
 QO1362  PID         -  QO1362
 QO1362  STATE/COUNTY-  WI/ST CROIX
 QO1362  USGS QUAD   -  NEW RICHMOND SOUTH (1974)
 QO1362
 QO1362                         *CURRENT SURVEY CONTROL
 QO1362  ___________________________________________________________________
 QO1362* NAD 83(1997)-  45 05 49.48148(N)    092 32 16.13578(W)     ADJUSTED  
 QO1362* NAVD 88     -       305.273  (meters)    1001.55   (feet)  ADJUSTED  
 QO1362  ___________________________________________________________________
 QO1362  X           -    -199,703.842 (meters)                     COMP
 QO1362  Y           -  -4,505,726.898 (meters)                     COMP
 QO1362  Z           -   4,495,165.902 (meters)                     COMP
 QO1362  LAPLACE CORR-         -14.64  (seconds)                    DEFLEC99
 QO1362  ELLIP HEIGHT-         275.72  (meters)          (04/28/99) GPS OBS
 QO1362  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 QO1362  DYNAMIC HT  -         305.240 (meters)    1001.44  (feet)  COMP
 QO1362  MODELED GRAV-     980,500.7   (mgal)                       NAVD 88
 QO1362
 QO1362  HORZ ORDER  -  A
 QO1362  VERT ORDER  -  FIRST     CLASS II
 QO1362  ELLP ORDER  -  THIRD     CLASS I
 QO1362
 QO1362.The horizontal coordinates were established by GPS observations
 QO1362.and adjusted by the National Geodetic Survey in April 1999..
 QO1362
 QO1362.The orthometric height was determined by differential leveling
 QO1362.and adjusted by the National Geodetic Survey in June 1991..
 QO1362
 QO1362.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO1362
 QO1362.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO1362
 QO1362.The ellipsoidal height was determined by GPS observations
 QO1362.and is referenced to NAD 83.
 QO1362
 QO1362.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QO1362;SPC WI C     -   143,548.158   400,282.342   MT  0.99994812   -1 47 26.2
 QO1362;SPC WI C     -   470,957.58  1,313,259.65   sFT  0.99994812   -1 47 26.2
 QO1362;UTM  15      - 4,993,838.540   536,365.643   MT  0.99961626   +0 19 38.5
 QO1362
 QO1362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1362!SPC WI C     -   0.99995677  x   0.99994812  =   0.99990490
 QO1362!UTM  15      -   0.99995677  x   0.99961626  =   0.99957305
 QO1362
 QO1362                          SUPERSEDED SURVEY CONTROL
 QO1362
 QO1362  NAD 83(1991)-  45 05 49.48079(N)    092 32 16.13370(W) AD(       ) 1
 QO1362  ELLIP H (08/19/91)  275.77   (m)                       GP(       ) 4 1
 QO1362  NAVD 88 (04/28/99)  305.27   (m)         1001.5    (f) LEVELING    3  
 QO1362  NGVD 29 (08/19/91)  305.23   (m)         1001.4    (f) LEVELING    3  
 QO1362
 QO1362.Superseded values are not recommended for survey control.
 QO1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1362.See file dsdata.txt to determine how the superseded data were derived.
 QO1362
 QO1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3636693839(NAD 83)
 QO1362_MARKER: I = METAL ROD
 QO1362_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QO1362_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 QO1362_STAMPING: A 154 1980
 QO1362_MARK LOGO: NGS   
 QO1362_PROJECTION: RECESSED 5 CENTIMETERS
 QO1362_MAGNETIC: I = MARKER IS A STEEL ROD
 QO1362_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QO1362+STABILITY: POSITION/ELEVATION WELL
 QO1362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1362+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2004
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0398 ***********************************************************************
 RM0398  DESIGNATION -  A 155
 RM0398  PID         -  RM0398
 RM0398  STATE/COUNTY-  WI/WASHBURN
 RM0398  USGS QUAD   -  MINONG (1982)
 RM0398
 RM0398                         *CURRENT SURVEY CONTROL
 RM0398  ___________________________________________________________________
 RM0398* NAD 83(1986)-  46 05 58.     (N)    091 49 07.     (W)     SCALED    
 RM0398* NAVD 88     -       324.259  (meters)    1063.84   (feet)  ADJUSTED  
 RM0398  ___________________________________________________________________
 RM0398  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 RM0398  DYNAMIC HT  -         324.288 (meters)    1063.93  (feet)  COMP
 RM0398  MODELED GRAV-     980,691.8   (mgal)                       NAVD 88
 RM0398
 RM0398  VERT ORDER  -  FIRST     CLASS II
 RM0398
 RM0398.The horizontal coordinates were scaled from a topographic map and have
 RM0398.an estimated accuracy of +/- 6 seconds.
 RM0398
 RM0398.The orthometric height was determined by differential leveling
 RM0398.and adjusted by the National Geodetic Survey in June 1991..
 RM0398
 RM0398.The geoid height was determined by GEOID03.
 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     -   105,280.      459,400.      MT  (+/- 180 meters Scaled)
 RM0398
 RM0398                          SUPERSEDED SURVEY CONTROL
 RM0398
 RM0398.No superseded survey control is available for this station.
 RM0398
 RM0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM913057(NAD 83)
 RM0398_MARKER: I = METAL ROD
 RM0398_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RM0398_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RM0398_STAMPING: A 155 1980
 RM0398_PROJECTION: FLUSH
 RM0398_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RM0398+STABILITY: POSITION/ELEVATION WELL
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0203 ***********************************************************************
 RM0203  DESIGNATION -  A 16
 RM0203  PID         -  RM0203
 RM0203  STATE/COUNTY-  WI/ASHLAND
 RM0203  USGS QUAD   -  ASHLAND EAST (1975)
 RM0203
 RM0203                         *CURRENT SURVEY CONTROL
 RM0203  ___________________________________________________________________
 RM0203* NAD 83(1986)-  46 35 50.     (N)    090 46 47.     (W)     SCALED    
 RM0203* NAVD 88     -       196.659  (meters)     645.21   (feet)  ADJUSTED  
 RM0203  ___________________________________________________________________
 RM0203  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 RM0203  DYNAMIC HT  -         196.665 (meters)     645.23  (feet)  COMP
 RM0203  MODELED GRAV-     980,641.4   (mgal)                       NAVD 88
 RM0203
 RM0203  VERT ORDER  -  FIRST     CLASS II
 RM0203
 RM0203.The horizontal coordinates were scaled from a topographic map and have
 RM0203.an estimated accuracy of +/- 6 seconds.
 RM0203
 RM0203.The orthometric height was determined by differential leveling
 RM0203.and adjusted by the National Geodetic Survey in June 1991..
 RM0203
 RM0203.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0203.See file dsdata.txt to determine how the superseded data were derived.
 RM0203
 RM0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM700628(NAD 83)
 RM0203_MARKER: DB = BENCH MARK DISK
 RM0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0203_STAMPING: A 16 1934
 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 = OCTOBER  7, 2006
 QN0298 ***********************************************************************
 QN0298  DESIGNATION -  A 165
 QN0298  PID         -  QN0298
 QN0298  STATE/COUNTY-  WI/RUSK
 QN0298  USGS QUAD   -  LADYSMITH (1971)
 QN0298
 QN0298                         *CURRENT SURVEY CONTROL
 QN0298  ___________________________________________________________________
 QN0298* NAD 83(1986)-  45 27 56.     (N)    091 06 23.     (W)     SCALED    
 QN0298* NAVD 88     -       350.044  (meters)    1148.44   (feet)  ADJUSTED  
 QN0298  ___________________________________________________________________
 QN0298  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 QN0298  DYNAMIC HT  -         350.027 (meters)    1148.38  (feet)  COMP
 QN0298  MODELED GRAV-     980,557.9   (mgal)                       NAVD 88
 QN0298
 QN0298  VERT ORDER  -  FIRST     CLASS II
 QN0298
 QN0298.The horizontal coordinates were scaled from a topographic map and have
 QN0298.an estimated accuracy of +/- 6 seconds.
 QN0298
 QN0298.The orthometric height was determined by differential leveling
 QN0298.and adjusted by the National Geodetic Survey in June 1991..
 QN0298
 QN0298.The geoid height was determined by GEOID03.
 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     -   181,970.      513,480.      MT  (+/- 180 meters Scaled)
 QN0298
 QN0298                          SUPERSEDED SURVEY CONTROL
 QN0298
 QN0298.No superseded survey control is available for this station.
 QN0298
 QN0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL480364(NAD 83)
 QN0298_MARKER: I = METAL ROD
 QN0298_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QN0298_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0207 ***********************************************************************
 RM0207  DESIGNATION -  A 17
 RM0207  PID         -  RM0207
 RM0207  STATE/COUNTY-  WI/ASHLAND
 RM0207  USGS QUAD   -  ASHLAND EAST (1975)
 RM0207
 RM0207                         *CURRENT SURVEY CONTROL
 RM0207  ___________________________________________________________________
 RM0207* NAD 83(1986)-  46 35 29.     (N)    090 52 12.     (W)     SCALED    
 RM0207* NAVD 88     -       208.000  (meters)     682.41   (feet)  ADJUSTED  
 RM0207  ___________________________________________________________________
 RM0207  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 RM0207  DYNAMIC HT  -         208.005 (meters)     682.43  (feet)  COMP
 RM0207  MODELED GRAV-     980,634.9   (mgal)                       NAVD 88
 RM0207
 RM0207  VERT ORDER  -  FIRST     CLASS II
 RM0207
 RM0207.The horizontal coordinates were scaled from a topographic map and have
 RM0207.an estimated accuracy of +/- 6 seconds.
 RM0207
 RM0207.The orthometric height was determined by differential leveling
 RM0207.and adjusted by the National Geodetic Survey in June 1991..
 RM0207
 RM0207.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0207.See file dsdata.txt to determine how the superseded data were derived.
 RM0207
 RM0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM631619(NAD 83)
 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 = OCTOBER  7, 2006
 QL0315 ***********************************************************************
 QL0315  DESIGNATION -  A 18
 QL0315  PID         -  QL0315
 QL0315  STATE/COUNTY-  WI/MARINETTE
 QL0315  USGS QUAD   -  WAUSAUKEE NORTH (1982)
 QL0315
 QL0315                         *CURRENT SURVEY CONTROL
 QL0315  ___________________________________________________________________
 QL0315* NAD 83(1986)-  45 27 12.     (N)    087 58 58.     (W)     SCALED    
 QL0315* NAVD 88     -       252.932  (meters)     829.83   (feet)  ADJUSTED  
 QL0315  ___________________________________________________________________
 QL0315  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 QL0315  DYNAMIC HT  -         252.918 (meters)     829.78  (feet)  COMP
 QL0315  MODELED GRAV-     980,552.3   (mgal)                       NAVD 88
 QL0315
 QL0315  VERT ORDER  -  SECOND    CLASS 0
 QL0315
 QL0315.The horizontal coordinates were scaled from a topographic map and have
 QL0315.an estimated accuracy of +/- 6 seconds.
 QL0315
 QL0315.The orthometric height was determined by differential leveling
 QL0315.and adjusted by the National Geodetic Survey in June 1991..
 QL0315
 QL0315.The geoid height was determined by GEOID03.
 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     -   181,980.      757,780.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0315.See file dsdata.txt to determine how the superseded data were derived.
 QL0315
 QL0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR231337(NAD 83)
 QL0315_MARKER: DB = BENCH MARK DISK
 QL0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0315_STAMPING: A 18 1934
 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 - November 28, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0126 ***********************************************************************
 PN0126  DESIGNATION -  A 19
 PN0126  PID         -  PN0126
 PN0126  STATE/COUNTY-  WI/OCONTO
 PN0126  USGS QUAD   -  OCONTO FALLS NORTH (1974)
 PN0126
 PN0126                         *CURRENT SURVEY CONTROL
 PN0126  ___________________________________________________________________
 PN0126* NAD 83(1986)-  44 53 56.     (N)    088 13 26.     (W)     SCALED    
 PN0126* NAVD 88     -       242.564  (meters)     795.81   (feet)  ADJUSTED  
 PN0126  ___________________________________________________________________
 PN0126  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PN0126  DYNAMIC HT  -         242.536 (meters)     795.72  (feet)  COMP
 PN0126  MODELED GRAV-     980,499.7   (mgal)                       NAVD 88
 PN0126
 PN0126  VERT ORDER  -  SECOND    CLASS 0
 PN0126
 PN0126.The horizontal coordinates were scaled from a topographic map and have
 PN0126.an estimated accuracy of +/- 6 seconds.
 PN0126
 PN0126.The orthometric height was determined by differential leveling
 PN0126.and adjusted by the National Geodetic Survey in June 1991..
 PN0126
 PN0126.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0126.See file dsdata.txt to determine how the superseded data were derived.
 PN0126
 PN0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ033724(NAD 83)
 PN0126_MARKER: DB = BENCH MARK DISK
 PN0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0126+STABILITY: SURFACE MOTION
 PN0126
 PN0126  HISTORY     - Date     Condition        Report By
 PN0126  HISTORY     - UNK      MONUMENTED       CGS
 PN0126  HISTORY     - 1934     GOOD             NGS
 PN0126  HISTORY     - 1942     GOOD             NGS
 PN0126  HISTORY     - 1974     MARK NOT FOUND   USGS
 PN0126  HISTORY     - 20051130 MARK NOT FOUND   WIDT
 PN0126
 PN0126                          STATION DESCRIPTION
 PN0126
 PN0126'DESCRIBED BY NATIONAL 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 NATIONAL 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. -ADD--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 = OCTOBER  7, 2006
 QN0195 ***********************************************************************
 QN0195  DESIGNATION -  A 2
 QN0195  PID         -  QN0195
 QN0195  STATE/COUNTY-  WI/RUSK
 QN0195  USGS QUAD   -  LADYSMITH (1971)
 QN0195
 QN0195                         *CURRENT SURVEY CONTROL
 QN0195  ___________________________________________________________________
 QN0195* NAD 83(1986)-  45 27 52.     (N)    091 05 52.     (W)     SCALED    
 QN0195* NAVD 88     -       352.474  (meters)    1156.41   (feet)  ADJUSTED  
 QN0195  ___________________________________________________________________
 QN0195  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 QN0195  DYNAMIC HT  -         352.457 (meters)    1156.35  (feet)  COMP
 QN0195  MODELED GRAV-     980,558.1   (mgal)                       NAVD 88
 QN0195
 QN0195  VERT ORDER  -  FIRST     CLASS II
 QN0195
 QN0195.The horizontal coordinates were scaled from a topographic map and have
 QN0195.an estimated accuracy of +/- 6 seconds.
 QN0195
 QN0195.The orthometric height was determined by differential leveling
 QN0195.and adjusted by the National Geodetic Survey in June 1991..
 QN0195
 QN0195.The geoid height was determined by GEOID03.
 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     -   181,830.      514,150.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0195.See file dsdata.txt to determine how the superseded data were derived.
 QN0195
 QN0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL487363(NAD 83)
 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             NGS
 QN0195  HISTORY     - 1979     GOOD             NGS
 QN0195  HISTORY     - 1980     GOOD             NGS
 QN0195  HISTORY     - 1985     GOOD             NGS
 QN0195  HISTORY     - 20040928 MARK NOT FOUND   WIDT
 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0174 ***********************************************************************
 PM0174  DESIGNATION -  A 20
 PM0174  PID         -  PM0174
 PM0174  STATE/COUNTY-  WI/KEWAUNEE
 PM0174  USGS QUAD   -  LUXEMBURG (1978)
 PM0174
 PM0174                         *CURRENT SURVEY CONTROL
 PM0174  ___________________________________________________________________
 PM0174* NAD 83(1986)-  44 32 17.     (N)    087 42 21.     (W)     SCALED    
 PM0174* NAVD 88     -       243.971  (meters)     800.43   (feet)  ADJUSTED  
 PM0174  ___________________________________________________________________
 PM0174  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 PM0174  DYNAMIC HT  -         243.940 (meters)     800.33  (feet)  COMP
 PM0174  MODELED GRAV-     980,485.8   (mgal)                       NAVD 88
 PM0174
 PM0174  VERT ORDER  -  FIRST     CLASS II
 PM0174
 PM0174.The horizontal coordinates were scaled from a topographic map and have
 PM0174.an estimated accuracy of +/- 6 seconds.
 PM0174
 PM0174.The orthometric height was determined by differential leveling
 PM0174.and adjusted by the National Geodetic Survey in June 1991..
 PM0174
 PM0174.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0174.See file dsdata.txt to determine how the superseded data were derived.
 PM0174
 PM0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ439318(NAD 83)
 PM0174_MARKER: DB = BENCH MARK DISK
 PM0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PM0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0174+STABILITY: SURFACE MOTION
 PM0174
 PM0174  HISTORY     - Date     Condition        Report By
 PM0174  HISTORY     - UNK      MONUMENTED       CGS
 PM0174  HISTORY     - 1934     GOOD             NGS
 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 NATIONAL 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.  ADD--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 = OCTOBER  7, 2006
 PN0051 ***********************************************************************
 PN0051  DESIGNATION -  A 202 RESET
 PN0051  PID         -  PN0051
 PN0051  STATE/COUNTY-  WI/BROWN
 PN0051  USGS QUAD   -  ONEIDA SOUTH (1992)
 PN0051
 PN0051                         *CURRENT SURVEY CONTROL
 PN0051  ___________________________________________________________________
 PN0051* NAD 83(1986)-  44 29 55.     (N)    088 10 40.     (W)     SCALED    
 PN0051* NAVD 88     -       214.636  (meters)     704.18   (feet)  ADJUSTED  
 PN0051  ___________________________________________________________________
 PN0051  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PN0051  DYNAMIC HT  -         214.609 (meters)     704.10  (feet)  COMP
 PN0051  MODELED GRAV-     980,483.4   (mgal)                       NAVD 88
 PN0051
 PN0051  VERT ORDER  -  FIRST     CLASS II
 PN0051
 PN0051.The horizontal coordinates were scaled from a topographic map and have
 PN0051.an estimated accuracy of +/- 6 seconds.
 PN0051
 PN0051.The orthometric height was determined by differential leveling
 PN0051.and adjusted by the National Geodetic Survey in June 1991..
 PN0051
 PN0051.The geoid height was determined by GEOID03.
 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     -    75,550.      744,910.      MT  (+/- 180 meters Scaled)
 PN0051
 PN0051                          SUPERSEDED SURVEY CONTROL
 PN0051
 PN0051.No superseded survey control is available for this station.
 PN0051
 PN0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ063279(NAD 83)
 PN0051_MARKER: DB = BENCH MARK DISK
 PN0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0051_STAMPING: C+GS+SS 202 RESET 1964
 PN0051_MARK LOGO: CGS   
 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 - August 10, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RN1224 ***********************************************************************
 RN1224  DESIGNATION -  A 208
 RN1224  PID         -  RN1224
 RN1224  STATE/COUNTY-  WI/DOUGLAS
 RN1224  USGS QUAD   -  SUPERIOR (1994)
 RN1224
 RN1224                         *CURRENT SURVEY CONTROL
 RN1224  ___________________________________________________________________
 RN1224* NAD 83(1986)-  46 43 15.     (N)    092 05 22.     (W)     SCALED    
 RN1224* NAVD 88     -       192.668  (meters)     632.11   (feet)  ADJUSTED  
 RN1224  ___________________________________________________________________
 RN1224  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 RN1224  DYNAMIC HT  -         192.693 (meters)     632.19  (feet)  COMP
 RN1224  MODELED GRAV-     980,738.9   (mgal)                       NAVD 88
 RN1224
 RN1224  VERT ORDER  -  FIRST     CLASS II
 RN1224
 RN1224.The horizontal coordinates were scaled from a topographic map and have
 RN1224.an estimated accuracy of +/- 6 seconds.
 RN1224
 RN1224.The orthometric height was determined by differential leveling
 RN1224.and adjusted by the National Geodetic Survey in June 1991..
 RN1224
 RN1224.The geoid height was determined by GEOID03.
 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     -   174,840.      440,280.      MT  (+/- 180 meters Scaled)
 RN1224
 RN1224                          SUPERSEDED SURVEY CONTROL
 RN1224
 RN1224.No superseded survey control is available for this station.
 RN1224
 RN1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM695745(NAD 83)
 RN1224_MARKER: I = METAL ROD
 RN1224_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RN1224_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RN1224_STAMPING: A 208 1982
 RN1224_MARK LOGO: NGS   
 RN1224_PROJECTION: FLUSH
 RN1224_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RN1224+STABILITY: POSITION/ELEVATION WELL
 RN1224_ROD/PIPE-DEPTH: 14.6 meters
 RN1224_SLEEVE-DEPTH  : 6.0 meters
 RN1224
 RN1224  HISTORY     - Date     Condition        Report By
 RN1224  HISTORY     - 1982     MONUMENTED       NGS
 RN1224  HISTORY     - 19990904 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0493 ***********************************************************************
 RM0493  DESIGNATION -  A 209
 RM0493  PID         -  RM0493
 RM0493  STATE/COUNTY-  WI/DOUGLAS
 RM0493  USGS QUAD   -  SOUTH RANGE (1975)
 RM0493
 RM0493                         *CURRENT SURVEY CONTROL
 RM0493  ___________________________________________________________________
 RM0493* NAD 83(1986)-  46 36 15.     (N)    091 54 17.     (W)     SCALED    
 RM0493* NAVD 88     -       267.773  (meters)     878.52   (feet)  ADJUSTED  
 RM0493  ___________________________________________________________________
 RM0493  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 RM0493  DYNAMIC HT  -         267.802 (meters)     878.61  (feet)  COMP
 RM0493  MODELED GRAV-     980,712.0   (mgal)                       NAVD 88
 RM0493
 RM0493  VERT ORDER  -  FIRST     CLASS II
 RM0493
 RM0493.The horizontal coordinates were scaled from a topographic map and have
 RM0493.an estimated accuracy of +/- 6 seconds.
 RM0493
 RM0493.The orthometric height was determined by differential leveling
 RM0493.and adjusted by the National Geodetic Survey in June 1991..
 RM0493
 RM0493.The geoid height was determined by GEOID03.
 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     -   161,520.      454,090.      MT  (+/- 180 meters Scaled)
 RM0493
 RM0493                          SUPERSEDED SURVEY CONTROL
 RM0493
 RM0493.No superseded survey control is available for this station.
 RM0493
 RM0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM838617(NAD 83)
 RM0493_MARKER: DB = BENCH MARK 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 - November 27, 2004
 RM0493
 RM0493  HISTORY     - Date     Condition        Report By
 RM0493  HISTORY     - 1982     MONUMENTED       NGS
 RM0493  HISTORY     - 20031030 GOOD             USPSQD
 RM0493  HISTORY     - 20041127 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0517 ***********************************************************************
 RM0517  DESIGNATION -  A 210
 RM0517  PID         -  RM0517
 RM0517  STATE/COUNTY-  WI/BAYFIELD
 RM0517  USGS QUAD   -  BRULE (1984)
 RM0517
 RM0517                         *CURRENT SURVEY CONTROL
 RM0517  ___________________________________________________________________
 RM0517* NAD 83(1986)-  46 33 28.     (N)    091 31 59.     (W)     SCALED    
 RM0517* NAVD 88     -       345.433  (meters)    1133.31   (feet)  ADJUSTED  
 RM0517  ___________________________________________________________________
 RM0517  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 RM0517  DYNAMIC HT  -         345.460 (meters)    1133.40  (feet)  COMP
 RM0517  MODELED GRAV-     980,682.7   (mgal)                       NAVD 88
 RM0517
 RM0517  VERT ORDER  -  FIRST     CLASS II
 RM0517
 RM0517.The horizontal coordinates were scaled from a topographic map and have
 RM0517.an estimated accuracy of +/- 6 seconds.
 RM0517
 RM0517.The orthometric height was determined by differential leveling
 RM0517.and adjusted by the National Geodetic Survey in June 1991..
 RM0517
 RM0517.The geoid height was determined by GEOID03.
 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     -   155,750.      482,450.      MT  (+/- 180 meters Scaled)
 RM0517
 RM0517                          SUPERSEDED SURVEY CONTROL
 RM0517
 RM0517.No superseded survey control is available for this station.
 RM0517
 RM0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM124570(NAD 83)
 RM0517_MARKER: I = METAL ROD
 RM0517_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0517_SP_SET: STAINLESS STEEL ROD
 RM0517_STAMPING: A 210 1982
 RM0517_MARK LOGO: NGS   
 RM0517_PROJECTION: FLUSH
 RM0517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0592 ***********************************************************************
 RM0592  DESIGNATION -  A 211
 RM0592  PID         -  RM0592
 RM0592  STATE/COUNTY-  WI/IRON
 RM0592  USGS QUAD   -  CEDAR (1975)
 RM0592
 RM0592                         *CURRENT SURVEY CONTROL
 RM0592  ___________________________________________________________________
 RM0592* NAD 83(1986)-  46 30 27.     (N)    090 30 28.     (W)     SCALED    
 RM0592* NAVD 88     -       334.430  (meters)    1097.21   (feet)  ADJUSTED  
 RM0592  ___________________________________________________________________
 RM0592  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 RM0592  DYNAMIC HT  -         334.448 (meters)    1097.27  (feet)  COMP
 RM0592  MODELED GRAV-     980,660.3   (mgal)                       NAVD 88
 RM0592
 RM0592  VERT ORDER  -  FIRST     CLASS II
 RM0592
 RM0592.The horizontal coordinates were scaled from a topographic map and have
 RM0592.an estimated accuracy of +/- 6 seconds.
 RM0592
 RM0592.The orthometric height was determined by differential leveling
 RM0592.and adjusted by the National Geodetic Survey in June 1991..
 RM0592
 RM0592.The geoid height was determined by GEOID03.
 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     -   149,150.      561,030.      MT  (+/- 180 meters Scaled)
 RM0592
 RM0592                          SUPERSEDED SURVEY CONTROL
 RM0592
 RM0592.No superseded survey control is available for this station.
 RM0592
 RM0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM912534(NAD 83)
 RM0592_MARKER: I = METAL ROD
 RM0592_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0592_SP_SET: STAINLESS STEEL ROD
 RM0592_STAMPING: A 211 1982
 RM0592_MARK LOGO: NGS   
 RM0592_PROJECTION: FLUSH
 RM0592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0481 ***********************************************************************
 RM0481  DESIGNATION -  A 212
 RM0481  PID         -  RM0481
 RM0481  STATE/COUNTY-  WI/IRON
 RM0481  USGS QUAD   -  MERCER (1981)
 RM0481
 RM0481                         *CURRENT SURVEY CONTROL
 RM0481  ___________________________________________________________________
 RM0481* NAD 83(1986)-  46 10 03.     (N)    090 04 04.     (W)     SCALED    
 RM0481* NAVD 88     -       489.544  (meters)    1606.11   (feet)  ADJUSTED  
 RM0481  ___________________________________________________________________
 RM0481  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 RM0481  DYNAMIC HT  -         489.541 (meters)    1606.10  (feet)  COMP
 RM0481  MODELED GRAV-     980,592.6   (mgal)                       NAVD 88
 RM0481
 RM0481  VERT ORDER  -  FIRST     CLASS II
 RM0481
 RM0481.The horizontal coordinates were scaled from a topographic map and have
 RM0481.an estimated accuracy of +/- 6 seconds.
 RM0481
 RM0481.The orthometric height was determined by differential leveling
 RM0481.and adjusted by the National Geodetic Survey in June 1991..
 RM0481
 RM0481.The geoid height was determined by GEOID03.
 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     -   111,240.      594,770.      MT  (+/- 180 meters Scaled)
 RM0481
 RM0481                          SUPERSEDED SURVEY CONTROL
 RM0481
 RM0481.No superseded survey control is available for this station.
 RM0481
 RM0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM263168(NAD 83)
 RM0481_MARKER: I = METAL ROD
 RM0481_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RM0481_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 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 - September 13, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0549 ***********************************************************************
 RM0549  DESIGNATION -  A 213
 RM0549  PID         -  RM0549
 RM0549  STATE/COUNTY-  WI/BAYFIELD
 RM0549  USGS QUAD   -  MOQUAH (1975)
 RM0549
 RM0549                         *CURRENT SURVEY CONTROL
 RM0549  ___________________________________________________________________
 RM0549* NAD 83(1986)-  46 31 47.     (N)    091 06 58.     (W)     SCALED    
 RM0549* NAVD 88     -       289.772  (meters)     950.69   (feet)  ADJUSTED  
 RM0549  ___________________________________________________________________
 RM0549  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 RM0549  DYNAMIC HT  -         289.780 (meters)     950.72  (feet)  COMP
 RM0549  MODELED GRAV-     980,636.4   (mgal)                       NAVD 88
 RM0549
 RM0549  VERT ORDER  -  FIRST     CLASS II
 RM0549
 RM0549.The horizontal coordinates were scaled from a topographic map and have
 RM0549.an estimated accuracy of +/- 6 seconds.
 RM0549
 RM0549.The orthometric height was determined by differential leveling
 RM0549.and adjusted by the National Geodetic Survey in June 1991..
 RM0549
 RM0549.The geoid height was determined by GEOID03.
 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     -   152,100.      514,380.      MT  (+/- 180 meters Scaled)
 RM0549
 RM0549                          SUPERSEDED SURVEY CONTROL
 RM0549
 RM0549.No superseded survey control is available for this station.
 RM0549
 RM0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM444546(NAD 83)
 RM0549_MARKER: I = METAL ROD
 RM0549_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0549_SP_SET: STAINLESS STEEL ROD
 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 NOT SUITABLE FOR
 RM0549+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0582 ***********************************************************************
 RM0582  DESIGNATION -  A 214
 RM0582  PID         -  RM0582
 RM0582  STATE/COUNTY-  WI/ASHLAND
 RM0582  USGS QUAD   -  CEDAR (1975)
 RM0582
 RM0582                         *CURRENT SURVEY CONTROL
 RM0582  ___________________________________________________________________
 RM0582* NAD 83(1986)-  46 34 21.     (N)    090 37 16.     (W)     SCALED    
 RM0582* NAVD 88     -       220.872  (meters)     724.64   (feet)  ADJUSTED  
 RM0582  ___________________________________________________________________
 RM0582  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 RM0582  DYNAMIC HT  -         220.881 (meters)     724.67  (feet)  COMP
 RM0582  MODELED GRAV-     980,650.8   (mgal)                       NAVD 88
 RM0582
 RM0582  VERT ORDER  -  FIRST     CLASS II
 RM0582
 RM0582.The horizontal coordinates were scaled from a topographic map and have
 RM0582.an estimated accuracy of +/- 6 seconds.
 RM0582
 RM0582.The orthometric height was determined by differential leveling
 RM0582.and adjusted by the National Geodetic Survey in June 1991..
 RM0582
 RM0582.The geoid height was determined by GEOID03.
 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     -   156,440.      552,390.      MT  (+/- 180 meters Scaled)
 RM0582
 RM0582                          SUPERSEDED SURVEY CONTROL
 RM0582
 RM0582.No superseded survey control is available for this station.
 RM0582
 RM0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM822604(NAD 83)
 RM0582_MARKER: I = METAL ROD
 RM0582_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0582_SP_SET: STAINLESS STEEL ROD
 RM0582_STAMPING: A 214 1982
 RM0582_MARK LOGO: NGS   
 RM0582_PROJECTION: FLUSH
 RM0582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0464 ***********************************************************************
 QM0464  DESIGNATION -  A 216
 QM0464  PID         -  QM0464
 QM0464  STATE/COUNTY-  WI/ONEIDA
 QM0464  USGS QUAD   -  WOODRUFF (1982)
 QM0464
 QM0464                         *CURRENT SURVEY CONTROL
 QM0464  ___________________________________________________________________
 QM0464* NAD 83(1986)-  45 53 41.     (N)    089 41 52.     (W)     SCALED    
 QM0464* NAVD 88     -       490.555  (meters)    1609.43   (feet)  ADJUSTED  
 QM0464  ___________________________________________________________________
 QM0464  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 QM0464  DYNAMIC HT  -         490.535 (meters)    1609.36  (feet)  COMP
 QM0464  MODELED GRAV-     980,559.6   (mgal)                       NAVD 88
 QM0464
 QM0464  VERT ORDER  -  FIRST     CLASS II
 QM0464
 QM0464.The horizontal coordinates were scaled from a topographic map and have
 QM0464.an estimated accuracy of +/- 6 seconds.
 QM0464
 QM0464.The orthometric height was determined by differential leveling
 QM0464.and adjusted by the National Geodetic Survey in June 1991..
 QM0464
 QM0464.The geoid height was determined by GEOID03.
 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     -    80,960.      623,450.      MT  (+/- 180 meters Scaled)
 QM0464
 QM0464                          SUPERSEDED SURVEY CONTROL
 QM0464
 QM0464.No superseded survey control is available for this station.
 QM0464
 QM0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR907858(NAD 83)
 QM0464_MARKER: I = METAL ROD
 QM0464_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QM0464_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 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 = OCTOBER  7, 2006
 PN0756 ***********************************************************************
 PN0756  DESIGNATION -  A 218
 PN0756  PID         -  PN0756
 PN0756  STATE/COUNTY-  WI/WAUPACA
 PN0756  USGS QUAD   -  WAUPACA (1992)
 PN0756
 PN0756                         *CURRENT SURVEY CONTROL
 PN0756  ___________________________________________________________________
 PN0756* NAD 83(1986)-  44 21 36.     (N)    089 05 03.     (W)     SCALED    
 PN0756* NAVD 88     -       260.324  (meters)     854.08   (feet)  ADJUSTED  
 PN0756  ___________________________________________________________________
 PN0756  GEOID HEIGHT-         -36.33  (meters)                     GEOID03
 PN0756  DYNAMIC HT  -         260.278 (meters)     853.93  (feet)  COMP
 PN0756  MODELED GRAV-     980,437.1   (mgal)                       NAVD 88
 PN0756
 PN0756  VERT ORDER  -  FIRST     CLASS II
 PN0756
 PN0756.The horizontal coordinates were scaled from a topographic map and have
 PN0756.an estimated accuracy of +/- 6 seconds.
 PN0756
 PN0756.The orthometric height was determined by differential leveling
 PN0756.and adjusted by the National Geodetic Survey in June 1991..
 PN0756
 PN0756.The geoid height was determined by GEOID03.
 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     -    58,930.      673,010.      MT  (+/- 180 meters Scaled)
 PN0756
 PN0756                          SUPERSEDED SURVEY CONTROL
 PN0756
 PN0756.No superseded survey control is available for this station.
 PN0756
 PN0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ339139(NAD 83)
 PN0756_MARKER: DV = VERTICAL CONTROL DISK
 PN0756_SETTING: 66 = SET IN ROCK OUTCROP
 PN0756_SP_SET: 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 - March 28, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0731 ***********************************************************************
 PN0731  DESIGNATION -  A 219
 PN0731  PID         -  PN0731
 PN0731  STATE/COUNTY-  WI/OUTAGAMIE
 PN0731  USGS QUAD   -  SHIOCTON (1992)
 PN0731
 PN0731                         *CURRENT SURVEY CONTROL
 PN0731  ___________________________________________________________________
 PN0731* NAD 83(1986)-  44 26 38.     (N)    088 35 09.     (W)     SCALED    
 PN0731* NAVD 88     -       233.973  (meters)     767.63   (feet)  ADJUSTED  
 PN0731  ___________________________________________________________________
 PN0731  GEOID HEIGHT-         -36.31  (meters)                     GEOID03
 PN0731  DYNAMIC HT  -         233.938 (meters)     767.51  (feet)  COMP
 PN0731  MODELED GRAV-     980,462.8   (mgal)                       NAVD 88
 PN0731
 PN0731  VERT ORDER  -  FIRST     CLASS II
 PN0731
 PN0731.The horizontal coordinates were scaled from a topographic map and have
 PN0731.an estimated accuracy of +/- 6 seconds.
 PN0731
 PN0731.The orthometric height was determined by differential leveling
 PN0731.and adjusted by the National Geodetic Survey in June 1991..
 PN0731
 PN0731.The geoid height was determined by GEOID03.
 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     -    68,820.      712,570.      MT  (+/- 180 meters Scaled)
 PN0731
 PN0731                          SUPERSEDED SURVEY CONTROL
 PN0731
 PN0731.No superseded survey control is available for this station.
 PN0731
 PN0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ738224(NAD 83)
 PN0731_MARKER: F = FLANGE-ENCASED ROD
 PN0731_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0731_SP_SET: STAINLESS STEEL ROD
 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 - July 12, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0035 ***********************************************************************
 PN0035  DESIGNATION -  A 22
 PN0035  PID         -  PN0035
 PN0035  STATE/COUNTY-  WI/SHAWANO
 PN0035  USGS QUAD   -  ZACHOW (1974)
 PN0035
 PN0035                         *CURRENT SURVEY CONTROL
 PN0035  ___________________________________________________________________
 PN0035* NAD 83(1986)-  44 43 02.     (N)    088 19 24.     (W)     SCALED    
 PN0035* NAVD 88     -       244.145  (meters)     801.00   (feet)  ADJUSTED  
 PN0035  ___________________________________________________________________
 PN0035  GEOID HEIGHT-         -36.15  (meters)                     GEOID03
 PN0035  DYNAMIC HT  -         244.114 (meters)     800.90  (feet)  COMP
 PN0035  MODELED GRAV-     980,483.3   (mgal)                       NAVD 88
 PN0035
 PN0035  VERT ORDER  -  SECOND    CLASS 0
 PN0035
 PN0035.The horizontal coordinates were scaled from a topographic map and have
 PN0035.an estimated accuracy of +/- 6 seconds.
 PN0035
 PN0035.The orthometric height was determined by differential leveling
 PN0035.and adjusted by the National Geodetic Survey in June 1991..
 PN0035
 PN0035.The geoid height was determined by GEOID03.
 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     -    99,590.      732,830.      MT  (+/- 180 meters Scaled)
 PN0035
 PN0035                          SUPERSEDED SURVEY CONTROL
 PN0035
 PN0035  NGVD 29 (??/??/92)  244.159  (m)          801.04   (f) ADJ UNCH    2 0
 PN0035
 PN0035.Superseded values are not recommended for survey control.
 PN0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0035.See file dsdata.txt to determine how the superseded data were derived.
 PN0035
 PN0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ951523(NAD 83)
 PN0035_MARKER: DB = BENCH MARK DISK
 PN0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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     - UNK      MONUMENTED       CGS
 PN0035  HISTORY     - 1934     GOOD             NGS
 PN0035  HISTORY     - 20040324 MARK NOT FOUND   USPSQD
 PN0035  HISTORY     - 20050712 GOOD             WIDT
 PN0035
 PN0035                          STATION DESCRIPTION
 PN0035
 PN0035'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 PN0765 ***********************************************************************
 PN0765  DESIGNATION -  A 220
 PN0765  PID         -  PN0765
 PN0765  STATE/COUNTY-  WI/PORTAGE
 PN0765  USGS QUAD   -  BLAINE (1969)
 PN0765
 PN0765                         *CURRENT SURVEY CONTROL
 PN0765  ___________________________________________________________________
 PN0765* NAD 83(1986)-  44 21 11.     (N)    089 15 51.     (W)     SCALED    
 PN0765* NAVD 88     -       319.306  (meters)    1047.59   (feet)  ADJUSTED  
 PN0765  ___________________________________________________________________
 PN0765  GEOID HEIGHT-         -36.18  (meters)                     GEOID03
 PN0765  DYNAMIC HT  -         319.245 (meters)    1047.39  (feet)  COMP
 PN0765  MODELED GRAV-     980,418.1   (mgal)                       NAVD 88
 PN0765
 PN0765  VERT ORDER  -  FIRST     CLASS II
 PN0765
 PN0765.The horizontal coordinates were scaled from a topographic map and have
 PN0765.an estimated accuracy of +/- 6 seconds.
 PN0765
 PN0765.The orthometric height was determined by differential leveling
 PN0765.and adjusted by the National Geodetic Survey in June 1991..
 PN0765
 PN0765.The geoid height was determined by GEOID03.
 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     -    58,020.      658,670.      MT  (+/- 180 meters Scaled)
 PN0765
 PN0765                          SUPERSEDED SURVEY CONTROL
 PN0765
 PN0765.No superseded survey control is available for this station.
 PN0765
 PN0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ195135(NAD 83)
 PN0765_MARKER: F = FLANGE-ENCASED ROD
 PN0765_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0765_SP_SET: STAINLESS STEEL ROD
 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 - April 23, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0493 ***********************************************************************
 QM0493  DESIGNATION -  A 221
 QM0493  PID         -  QM0493
 QM0493  STATE/COUNTY-  WI/ONEIDA
 QM0493  USGS QUAD   -  LAKE JULIA (1982)
 QM0493
 QM0493                         *CURRENT SURVEY CONTROL
 QM0493  ___________________________________________________________________
 QM0493* NAD 83(1986)-  45 37 27.     (N)    089 27 36.     (W)     SCALED    
 QM0493* NAVD 88     -       486.892  (meters)    1597.41   (feet)  ADJUSTED  
 QM0493  ___________________________________________________________________
 QM0493  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 QM0493  DYNAMIC HT  -         486.870 (meters)    1597.34  (feet)  COMP
 QM0493  MODELED GRAV-     980,555.5   (mgal)                       NAVD 88
 QM0493
 QM0493  VERT ORDER  -  FIRST     CLASS II
 QM0493
 QM0493.The horizontal coordinates were scaled from a topographic map and have
 QM0493.an estimated accuracy of +/- 6 seconds.
 QM0493
 QM0493.The orthometric height was determined by differential leveling
 QM0493.and adjusted by the National Geodetic Survey in June 1991..
 QM0493
 QM0493.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 QM0493
 QM0493.No superseded survey control is available for this station.
 QM0493
 QM0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR082552(NAD 83)
 QM0493_MARKER: I = METAL ROD
 QM0493_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QM0493_SP_SET: STAINLESS STEEL ROD
 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 - August 18, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0804 ***********************************************************************
 PN0804  DESIGNATION -  A 222
 PN0804  PID         -  PN0804
 PN0804  STATE/COUNTY-  WI/OCONTO
 PN0804  USGS QUAD   -  GILLETT (1974)
 PN0804
 PN0804                         *CURRENT SURVEY CONTROL
 PN0804  ___________________________________________________________________
 PN0804* NAD 83(1986)-  44 59 28.     (N)    088 19 32.     (W)     SCALED    
 PN0804* NAVD 88     -       261.694  (meters)     858.57   (feet)  ADJUSTED  
 PN0804  ___________________________________________________________________
 PN0804  GEOID HEIGHT-         -36.05  (meters)                     GEOID03
 PN0804  DYNAMIC HT  -         261.668 (meters)     858.49  (feet)  COMP
 PN0804  MODELED GRAV-     980,509.6   (mgal)                       NAVD 88
 PN0804
 PN0804  VERT ORDER  -  FIRST     CLASS II
 PN0804
 PN0804.The horizontal coordinates were scaled from a topographic map and have
 PN0804.an estimated accuracy of +/- 6 seconds.
 PN0804
 PN0804.The orthometric height was determined by differential leveling
 PN0804.and adjusted by the National Geodetic Survey in June 1991..
 PN0804
 PN0804.The geoid height was determined by GEOID03.
 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     -   130,010.      732,030.      MT  (+/- 180 meters Scaled)
 PN0804
 PN0804                          SUPERSEDED SURVEY CONTROL
 PN0804
 PN0804.No superseded survey control is available for this station.
 PN0804
 PN0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ955828(NAD 83)
 PN0804_MARKER: I = METAL ROD
 PN0804_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0804_SP_SET: STAINLESS STEEL ROD
 PN0804_STAMPING: A 222 1985
 PN0804_MARK LOGO: NGS   
 PN0804_PROJECTION: FLUSH
 PN0804_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0804+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0567 ***********************************************************************
 QM0567  DESIGNATION -  A 223
 QM0567  PID         -  QM0567
 QM0567  STATE/COUNTY-  WI/OCONTO
 QM0567  USGS QUAD   -  TOWNSEND (1972)
 QM0567
 QM0567                         *CURRENT SURVEY CONTROL
 QM0567  ___________________________________________________________________
 QM0567* NAD 83(1986)-  45 15 19.     (N)    088 30 48.     (W)     SCALED    
 QM0567* NAVD 88     -       360.589  (meters)    1183.03   (feet)  ADJUSTED  
 QM0567  ___________________________________________________________________
 QM0567  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 QM0567  DYNAMIC HT  -         360.549 (meters)    1182.90  (feet)  COMP
 QM0567  MODELED GRAV-     980,497.4   (mgal)                       NAVD 88
 QM0567
 QM0567  VERT ORDER  -  FIRST     CLASS II
 QM0567
 QM0567.The horizontal coordinates were scaled from a topographic map and have
 QM0567.an estimated accuracy of +/- 6 seconds.
 QM0567
 QM0567.The orthometric height was determined by differential leveling
 QM0567.and adjusted by the National Geodetic Survey in June 1991..
 QM0567
 QM0567.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 QM0567
 QM0567.No superseded survey control is available for this station.
 QM0567
 QM0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR812124(NAD 83)
 QM0567_MARKER: I = METAL ROD
 QM0567_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QM0567_SP_SET: STAINLESS STEEL ROD
 QM0567_STAMPING: A 223 1985
 QM0567_MARK LOGO: NGS   
 QM0567_PROJECTION: FLUSH
 QM0567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0567_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0567+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0442 ***********************************************************************
 QN0442  DESIGNATION -  A 224
 QN0442  PID         -  QN0442
 QN0442  STATE/COUNTY-  WI/RUSK
 QN0442  USGS QUAD   -  LADYSMITH (1971)
 QN0442
 QN0442                         *CURRENT SURVEY CONTROL
 QN0442  ___________________________________________________________________
 QN0442* NAD 83(1986)-  45 28 05.     (N)    091 05 56.     (W)     SCALED    
 QN0442* NAVD 88     -       341.884  (meters)    1121.66   (feet)  ADJUSTED  
 QN0442  ___________________________________________________________________
 QN0442  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 QN0442  DYNAMIC HT  -         341.868 (meters)    1121.61  (feet)  COMP
 QN0442  MODELED GRAV-     980,558.4   (mgal)                       NAVD 88
 QN0442
 QN0442  VERT ORDER  -  FIRST     CLASS II
 QN0442
 QN0442.The horizontal coordinates were scaled from a topographic map and have
 QN0442.an estimated accuracy of +/- 6 seconds.
 QN0442
 QN0442.The orthometric height was determined by differential leveling
 QN0442.and adjusted by the National Geodetic Survey in June 1991..
 QN0442
 QN0442.The geoid height was determined by GEOID03.
 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     -   182,240.      514,070.      MT  (+/- 180 meters Scaled)
 QN0442
 QN0442                          SUPERSEDED SURVEY CONTROL
 QN0442
 QN0442.No superseded survey control is available for this station.
 QN0442
 QN0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL486367(NAD 83)
 QN0442_MARKER: I = METAL ROD
 QN0442_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QN0442+WITH SETTING: INFORMATION.
 QN0442_SP_SET: SHALLOW-SET METAL ROD
 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 = OCTOBER  7, 2006
 QN0417 ***********************************************************************
 QN0417  DESIGNATION -  A 225
 QN0417  PID         -  QN0417
 QN0417  STATE/COUNTY-  WI/PRICE
 QN0417  USGS QUAD   -  PENNINGTON (1984)
 QN0417
 QN0417                         *CURRENT SURVEY CONTROL
 QN0417  ___________________________________________________________________
 QN0417* NAD 83(1986)-  45 32 34.     (N)    090 23 38.     (W)     SCALED    
 QN0417* NAVD 88     -       464.811  (meters)    1524.97   (feet)  ADJUSTED  
 QN0417  ___________________________________________________________________
 QN0417  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 QN0417  DYNAMIC HT  -         464.794 (meters)    1524.91  (feet)  COMP
 QN0417  MODELED GRAV-     980,564.5   (mgal)                       NAVD 88
 QN0417
 QN0417  VERT ORDER  -  FIRST     CLASS II
 QN0417
 QN0417.The horizontal coordinates were scaled from a topographic map and have
 QN0417.an estimated accuracy of +/- 6 seconds.
 QN0417
 QN0417.The orthometric height was determined by differential leveling
 QN0417.and adjusted by the National Geodetic Survey in June 1991..
 QN0417
 QN0417.The geoid height was determined by GEOID03.
 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     -    41,880.      569,240.      MT  (+/- 180 meters Scaled)
 QN0417
 QN0417                          SUPERSEDED SURVEY CONTROL
 QN0417
 QN0417.No superseded survey control is available for this station.
 QN0417
 QN0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL034465(NAD 83)
 QN0417_MARKER: I = METAL ROD
 QN0417_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0417_SP_SET: STAINLESS STEEL ROD
 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 SUITABLE FOR
 QN0417+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0519 ***********************************************************************
 QM0519  DESIGNATION -  A 226
 QM0519  PID         -  QM0519
 QM0519  STATE/COUNTY-  WI/ONEIDA
 QM0519  USGS QUAD   -  GEORGE LAKE (1982)
 QM0519
 QM0519                         *CURRENT SURVEY CONTROL
 QM0519  ___________________________________________________________________
 QM0519* NAD 83(1986)-  45 35 58.     (N)    089 18 16.     (W)     SCALED    
 QM0519* NAVD 88     -       475.663  (meters)    1560.57   (feet)  ADJUSTED  
 QM0519  ___________________________________________________________________
 QM0519  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 QM0519  DYNAMIC HT  -         475.636 (meters)    1560.48  (feet)  COMP
 QM0519  MODELED GRAV-     980,543.3   (mgal)                       NAVD 88
 QM0519
 QM0519  VERT ORDER  -  FIRST     CLASS II
 QM0519
 QM0519.The horizontal coordinates were scaled from a topographic map and have
 QM0519.an estimated accuracy of +/- 6 seconds.
 QM0519
 QM0519.The orthometric height was determined by differential leveling
 QM0519.and adjusted by the National Geodetic Survey in June 1991..
 QM0519
 QM0519.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 QM0519
 QM0519.No superseded survey control is available for this station.
 QM0519
 QM0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR202521(NAD 83)
 QM0519_MARKER: I = METAL ROD
 QM0519_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QM0519_SP_SET: STAINLESS STEEL ROD
 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 - March 24, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0551 ***********************************************************************
 QM0551  DESIGNATION -  A 227
 QM0551  PID         -  QM0551
 QM0551  STATE/COUNTY-  WI/FOREST
 QM0551  USGS QUAD   -  LAONA (1972)
 QM0551
 QM0551                         *CURRENT SURVEY CONTROL
 QM0551  ___________________________________________________________________
 QM0551* NAD 83(1986)-  45 32 52.     (N)    088 40 30.     (W)     SCALED    
 QM0551* NAVD 88     -       478.352  (meters)    1569.39   (feet)  ADJUSTED  
 QM0551  ___________________________________________________________________
 QM0551  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 QM0551  DYNAMIC HT  -         478.313 (meters)    1569.27  (feet)  COMP
 QM0551  MODELED GRAV-     980,519.0   (mgal)                       NAVD 88
 QM0551
 QM0551  VERT ORDER  -  FIRST     CLASS II
 QM0551
 QM0551.The horizontal coordinates were scaled from a topographic map and have
 QM0551.an estimated accuracy of +/- 6 seconds.
 QM0551
 QM0551.The orthometric height was determined by differential leveling
 QM0551.and adjusted by the National Geodetic Survey in June 1991..
 QM0551
 QM0551.The geoid height was determined by GEOID03.
 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     -    43,220.      703,470.      MT  (+/- 180 meters Scaled)
 QM0551
 QM0551                          SUPERSEDED SURVEY CONTROL
 QM0551
 QM0551.No superseded survey control is available for this station.
 QM0551
 QM0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR692451(NAD 83)
 QM0551_MARKER: I = METAL ROD
 QM0551_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QM0551_SP_SET: STAINLESS STEEL ROD
 QM0551_STAMPING: A 227 1985
 QM0551_MARK LOGO: NGS   
 QM0551_PROJECTION: FLUSH
 QM0551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0551_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0551+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0826 ***********************************************************************
 PN0826  DESIGNATION -  A 228
 PN0826  PID         -  PN0826
 PN0826  STATE/COUNTY-  WI/BROWN
 PN0826  USGS QUAD   -  PULASKI (1974)
 PN0826
 PN0826                         *CURRENT SURVEY CONTROL
 PN0826  ___________________________________________________________________
 PN0826* NAD 83(1986)-  44 40 02.     (N)    088 13 59.     (W)     SCALED    
 PN0826* NAVD 88     -       243.630  (meters)     799.31   (feet)  ADJUSTED  
 PN0826  ___________________________________________________________________
 PN0826  GEOID HEIGHT-         -36.16  (meters)                     GEOID03
 PN0826  DYNAMIC HT  -         243.601 (meters)     799.21  (feet)  COMP
 PN0826  MODELED GRAV-     980,494.6   (mgal)                       NAVD 88
 PN0826
 PN0826  VERT ORDER  -  FIRST     CLASS II
 PN0826
 PN0826.The horizontal coordinates were scaled from a topographic map and have
 PN0826.an estimated accuracy of +/- 6 seconds.
 PN0826
 PN0826.The orthometric height was determined by differential leveling
 PN0826.and adjusted by the National Geodetic Survey in June 1991..
 PN0826
 PN0826.The geoid height was determined by GEOID03.
 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     -    94,180.      740,100.      MT  (+/- 180 meters Scaled)
 PN0826
 PN0826                          SUPERSEDED SURVEY CONTROL
 PN0826
 PN0826.No superseded survey control is available for this station.
 PN0826
 PN0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ022467(NAD 83)
 PN0826_MARKER: I = METAL ROD
 PN0826_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0826_SP_SET: STAINLESS STEEL ROD
 PN0826_STAMPING: A 228 1985
 PN0826_MARK LOGO: NGS   
 PN0826_PROJECTION: FLUSH
 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 - August 16, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0281 ***********************************************************************
 PN0281  DESIGNATION -  A 23
 PN0281  PID         -  PN0281
 PN0281  STATE/COUNTY-  WI/OUTAGAMIE
 PN0281  USGS QUAD   -  BEAR CREEK (1992)
 PN0281
 PN0281                         *CURRENT SURVEY CONTROL
 PN0281  ___________________________________________________________________
 PN0281* NAD 83(1986)-  44 34 29.     (N)    088 44 15.     (W)     SCALED    
 PN0281* NAVD 88     -       248.382  (meters)     814.90   (feet)  ADJUSTED  
 PN0281  ___________________________________________________________________
 PN0281  GEOID HEIGHT-         -36.30  (meters)                     GEOID03
 PN0281  DYNAMIC HT  -         248.345 (meters)     814.78  (feet)  COMP
 PN0281  MODELED GRAV-     980,461.9   (mgal)                       NAVD 88
 PN0281
 PN0281  VERT ORDER  -  SECOND    CLASS 0
 PN0281
 PN0281.The horizontal coordinates were scaled from a topographic map and have
 PN0281.an estimated accuracy of +/- 6 seconds.
 PN0281
 PN0281.The orthometric height was determined by differential leveling
 PN0281.and adjusted by the National Geodetic Survey in June 1991..
 PN0281
 PN0281.The geoid height was determined by GEOID03.
 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     -    83,160.      700,270.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0281.See file dsdata.txt to determine how the superseded data were derived.
 PN0281
 PN0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ620371(NAD 83)
 PN0281_MARKER: DB = BENCH MARK DISK
 PN0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0281+STABILITY: SURFACE MOTION
 PN0281
 PN0281  HISTORY     - Date     Condition        Report By
 PN0281  HISTORY     - UNK      MONUMENTED       CGS
 PN0281  HISTORY     - 1934     GOOD             NGS
 PN0281
 PN0281                          STATION DESCRIPTION
 PN0281
 PN0281'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 PO0469 ***********************************************************************
 PO0469  DESIGNATION -  A 230
 PO0469  PID         -  PO0469
 PO0469  STATE/COUNTY-  WI/MONROE
 PO0469  USGS QUAD   -  TUNNEL CITY (1983)
 PO0469
 PO0469                         *CURRENT SURVEY CONTROL
 PO0469  ___________________________________________________________________
 PO0469* NAD 83(1986)-  44 00 30.     (N)    090 34 00.     (W)     SCALED    
 PO0469* NAVD 88     -       335.180  (meters)    1099.67   (feet)  ADJUSTED  
 PO0469  ___________________________________________________________________
 PO0469  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 PO0469  DYNAMIC HT  -         335.111 (meters)    1099.44  (feet)  COMP
 PO0469  MODELED GRAV-     980,403.1   (mgal)                       NAVD 88
 PO0469
 PO0469  VERT ORDER  -  FIRST     CLASS II
 PO0469
 PO0469.The horizontal coordinates were scaled from a topographic map and have
 PO0469.an estimated accuracy of +/- 6 seconds.
 PO0469
 PO0469.The orthometric height was determined by differential leveling
 PO0469.and adjusted by the National Geodetic Survey in June 1991..
 PO0469
 PO0469.The geoid height was determined by GEOID03.
 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     -   223,270.      554,560.      MT  (+/- 180 meters Scaled)
 PO0469
 PO0469                          SUPERSEDED SURVEY CONTROL
 PO0469
 PO0469.No superseded survey control is available for this station.
 PO0469
 PO0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ950756(NAD 83)
 PO0469_MARKER: DB = BENCH MARK DISK
 PO0469_SETTING: 66 = SET IN ROCK OUTCROP
 PO0469_SP_SET: 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 = OCTOBER  7, 2006
 ON0713 ***********************************************************************
 ON0713  DESIGNATION -  A 231
 ON0713  PID         -  ON0713
 ON0713  STATE/COUNTY-  WI/LA CROSSE
 ON0713  USGS QUAD   -  LA CROSSE (1993)
 ON0713
 ON0713                         *CURRENT SURVEY CONTROL
 ON0713  ___________________________________________________________________
 ON0713* NAD 83(1986)-  43 52 20.     (N)    091 12 52.     (W)     SCALED    
 ON0713* NAVD 88     -       214.987  (meters)     705.34   (feet)  ADJUSTED  
 ON0713  ___________________________________________________________________
 ON0713  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 ON0713  DYNAMIC HT  -         214.948 (meters)     705.21  (feet)  COMP
 ON0713  MODELED GRAV-     980,431.8   (mgal)                       NAVD 88
 ON0713
 ON0713  VERT ORDER  -  FIRST     CLASS II
 ON0713
 ON0713.The horizontal coordinates were scaled from a topographic map and have
 ON0713.an estimated accuracy of +/- 6 seconds.
 ON0713
 ON0713.The orthometric height was determined by differential leveling
 ON0713.and adjusted by the National Geodetic Survey in June 1991..
 ON0713
 ON0713.The geoid height was determined by GEOID03.
 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     -   208,700.      502,390.      MT  (+/- 180 meters Scaled)
 ON0713
 ON0713                          SUPERSEDED SURVEY CONTROL
 ON0713
 ON0713.No superseded survey control is available for this station.
 ON0713
 ON0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ434592(NAD 83)
 ON0713_MARKER: F = FLANGE-ENCASED ROD
 ON0713_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ON0713_SP_SET: STAINLESS STEEL ROD
 ON0713_STAMPING: A 231 1985
 ON0713_MARK LOGO: NGS   
 ON0713_PROJECTION: FLUSH
 ON0713_MAGNETIC: I = MARKER IS A STEEL ROD
 ON0713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON0713+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2002
 ON0713_ROD/PIPE-DEPTH: 21.9 meters
 ON0713
 ON0713  HISTORY     - Date     Condition        Report By
 ON0713  HISTORY     - 1985     MONUMENTED       NGS
 ON0713  HISTORY     - 20021008 GOOD             WIDT
 ON0713  HISTORY     - 20030519 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0845 ***********************************************************************
 PN0845  DESIGNATION -  A 232
 PN0845  PID         -  PN0845
 PN0845  STATE/COUNTY-  WI/WOOD
 PN0845  USGS QUAD   -  NEKOOSA (1984)
 PN0845
 PN0845                         *CURRENT SURVEY CONTROL
 PN0845  ___________________________________________________________________
 PN0845* NAD 83(1986)-  44 19 16.     (N)    089 59 04.     (W)     SCALED    
 PN0845* NAVD 88     -       300.192  (meters)     984.88   (feet)  ADJUSTED  
 PN0845  ___________________________________________________________________
 PN0845  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 PN0845  DYNAMIC HT  -         300.139 (meters)     984.71  (feet)  COMP
 PN0845  MODELED GRAV-     980,434.2   (mgal)                       NAVD 88
 PN0845
 PN0845  VERT ORDER  -  FIRST     CLASS II
 PN0845
 PN0845.The horizontal coordinates were scaled from a topographic map and have
 PN0845.an estimated accuracy of +/- 6 seconds.
 PN0845
 PN0845.The orthometric height was determined by differential leveling
 PN0845.and adjusted by the National Geodetic Survey in June 1991..
 PN0845
 PN0845.The geoid height was determined by GEOID03.
 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     -    54,200.      601,240.      MT  (+/- 180 meters Scaled)
 PN0845
 PN0845                          SUPERSEDED SURVEY CONTROL
 PN0845
 PN0845.No superseded survey control is available for this station.
 PN0845
 PN0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ620118(NAD 83)
 PN0845_MARKER: F = FLANGE-ENCASED ROD
 PN0845_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0845_SP_SET: STAINLESS STEEL ROD
 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 - March 30, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB7541 ***********************************************************************
 AB7541  DESIGNATION -  A 235
 AB7541  PID         -  AB7541
 AB7541  STATE/COUNTY-  WI/DOUGLAS
 AB7541  USGS QUAD   -  PARKLAND (1975)
 AB7541
 AB7541                         *CURRENT SURVEY CONTROL
 AB7541  ___________________________________________________________________
 AB7541* NAD 83(1986)-  46 41 42.     (N)    091 59 36.     (W)     SCALED    
 AB7541* NAVD 88     -       186.535  (meters)     611.99   (feet)  ADJUSTED  
 AB7541  ___________________________________________________________________
 AB7541  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 AB7541  DYNAMIC HT  -         186.558 (meters)     612.07  (feet)  COMP
 AB7541  MODELED GRAV-     980,730.8   (mgal)                       NAVD 88
 AB7541
 AB7541  VERT ORDER  -  FIRST     CLASS II
 AB7541
 AB7541.The horizontal coordinates were scaled from a topographic map and have
 AB7541.an estimated accuracy of +/- 6 seconds.
 AB7541
 AB7541.The orthometric height was determined by differential leveling
 AB7541.and adjusted by the National Geodetic Survey in July 2002..
 AB7541
 AB7541.The geoid height was determined by GEOID03.
 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     -   171,780.      447,550.      MT  (+/- 180 meters Scaled)
 AB7541
 AB7541                          SUPERSEDED SURVEY CONTROL
 AB7541
 AB7541.No superseded survey control is available for this station.
 AB7541
 AB7541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM769717(NAD 83)
 AB7541_MARKER: I = METAL 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 - September 04, 2004
 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
 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,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0394 ***********************************************************************
 QL0394  DESIGNATION -  A 24
 QL0394  PID         -  QL0394
 QL0394  STATE/COUNTY-  WI/MARINETTE
 QL0394  USGS QUAD   -  FAITHORN (1982)
 QL0394
 QL0394                         *CURRENT SURVEY CONTROL
 QL0394  ___________________________________________________________________
 QL0394* NAD 83(1986)-  45 40 32.     (N)    087 47 50.     (W)     SCALED    
 QL0394* NAVD 88     -       245.796  (meters)     806.42   (feet)  ADJUSTED  
 QL0394  ___________________________________________________________________
 QL0394  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 QL0394  DYNAMIC HT  -         245.793 (meters)     806.41  (feet)  COMP
 QL0394  MODELED GRAV-     980,598.3   (mgal)                       NAVD 88
 QL0394
 QL0394  VERT ORDER  -  SECOND    CLASS 0
 QL0394
 QL0394.The horizontal coordinates were scaled from a topographic map and have
 QL0394.an estimated accuracy of +/- 6 seconds.
 QL0394
 QL0394.The orthometric height was determined by differential leveling
 QL0394.and adjusted by the National Geodetic Survey in June 1991..
 QL0394
 QL0394.The geoid height was determined by GEOID03.
 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     -   207,050.      771,620.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0394.See file dsdata.txt to determine how the superseded data were derived.
 QL0394
 QL0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR379583(NAD 83)
 QL0394_MARKER: DB = BENCH MARK DISK
 QL0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0394_STAMPING: A 24 1934
 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 = OCTOBER  7, 2006
 QM0156 ***********************************************************************
 QM0156  DESIGNATION -  A 25
 QM0156  PID         -  QM0156
 QM0156  STATE/COUNTY-  WI/FOREST
 QM0156  USGS QUAD   -  LAKE GORDON (1980)
 QM0156
 QM0156                         *CURRENT SURVEY CONTROL
 QM0156  ___________________________________________________________________
 QM0156* NAD 83(1986)-  45 39 02.     (N)    088 33 11.     (W)     SCALED    
 QM0156* NAVD 88     -       464.059  (meters)    1522.50   (feet)  ADJUSTED  
 QM0156  ___________________________________________________________________
 QM0156  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 QM0156  DYNAMIC HT  -         464.030 (meters)    1522.41  (feet)  COMP
 QM0156  MODELED GRAV-     980,538.2   (mgal)                       NAVD 88
 QM0156
 QM0156  VERT ORDER  -  SECOND    CLASS 0
 QM0156
 QM0156.The horizontal coordinates were scaled from a topographic map and have
 QM0156.an estimated accuracy of +/- 6 seconds.
 QM0156
 QM0156.The orthometric height was determined by differential leveling
 QM0156.and adjusted by the National Geodetic Survey in June 1991..
 QM0156
 QM0156.The geoid height was determined by GEOID03.
 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     -    54,810.      712,780.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0156.See file dsdata.txt to determine how the superseded data were derived.
 QM0156
 QM0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR789563(NAD 83)
 QM0156_MARKER: DB = BENCH MARK DISK
 QM0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0156_STAMPING: A 25 1934
 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 = OCTOBER  7, 2006
 QM0002 ***********************************************************************
 QM0002  DESIGNATION -  A 26
 QM0002  PID         -  QM0002
 QM0002  STATE/COUNTY-  WI/MARINETTE
 QM0002  USGS QUAD   -  IRON MOUNTAIN (1982)
 QM0002
 QM0002                         *CURRENT SURVEY CONTROL
 QM0002  ___________________________________________________________________
 QM0002* NAD 83(1986)-  45 45 35.     (N)    088 02 30.     (W)     SCALED    
 QM0002* NAVD 88     -       339.543  (meters)    1113.98   (feet)  ADJUSTED  
 QM0002  ___________________________________________________________________
 QM0002  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 QM0002  DYNAMIC HT  -         339.529 (meters)    1113.94  (feet)  COMP
 QM0002  MODELED GRAV-     980,566.6   (mgal)                       NAVD 88
 QM0002
 QM0002  VERT ORDER  -  SECOND    CLASS 0
 QM0002
 QM0002.The horizontal coordinates were scaled from a topographic map and have
 QM0002.an estimated accuracy of +/- 6 seconds.
 QM0002
 QM0002.The orthometric height was determined by differential leveling
 QM0002.and adjusted by the National Geodetic Survey in June 1991..
 QM0002
 QM0002.The geoid height was determined by GEOID03.
 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     -   215,910.      752,350.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0002.See file dsdata.txt to determine how the superseded data were derived.
 QM0002
 QM0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR189678(NAD 83)
 QM0002_MARKER: DB = BENCH MARK DISK
 QM0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0002_STAMPING: A 26 1934
 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 - November 28, 2005
 QM0002
 QM0002  HISTORY     - Date     Condition        Report By
 QM0002  HISTORY     - 1934     MONUMENTED       CGS
 QM0002  HISTORY     - 20051128 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0305 ***********************************************************************
 QM0305  DESIGNATION -  A 29
 QM0305  PID         -  QM0305
 QM0305  STATE/COUNTY-  WI/LANGLADE
 QM0305  USGS QUAD   -  KEMPSTER (1973)
 QM0305
 QM0305                         *CURRENT SURVEY CONTROL
 QM0305  ___________________________________________________________________
 QM0305* NAD 83(1986)-  45 18 40.     (N)    089 09 45.     (W)     SCALED    
 QM0305* NAVD 88     -       496.481  (meters)    1628.87   (feet)  ADJUSTED  
 QM0305  ___________________________________________________________________
 QM0305  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 QM0305  DYNAMIC HT  -         496.419 (meters)    1628.67  (feet)  COMP
 QM0305  MODELED GRAV-     980,476.0   (mgal)                       NAVD 88
 QM0305
 QM0305  VERT ORDER  -  SECOND    CLASS 0
 QM0305
 QM0305.The horizontal coordinates were scaled from a topographic map and have
 QM0305.an estimated accuracy of +/- 6 seconds.
 QM0305
 QM0305.The orthometric height was determined by differential leveling
 QM0305.and adjusted by the National Geodetic Survey in June 1991..
 QM0305
 QM0305.The geoid height was determined by GEOID03.
 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     -   164,550.      665,670.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0305.See file dsdata.txt to determine how the superseded data were derived.
 QM0305
 QM0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR304197(NAD 83)
 QM0305_MARKER: DB = BENCH MARK DISK
 QM0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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     - UNK      MONUMENTED       CGS
 QM0305  HISTORY     - 1934     GOOD             NGS
 QM0305  HISTORY     - 1974     GOOD             WIDT
 QM0305  HISTORY     - 20050907 GOOD             WIDT
 QM0305
 QM0305                          STATION DESCRIPTION
 QM0305
 QM0305'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 NH0002 ***********************************************************************
 NH0002  DESIGNATION -  A 3
 NH0002  PID         -  NH0002
 NH0002  STATE/COUNTY-  WI/WALWORTH
 NH0002  USGS QUAD   -  SPRINGFIELD (1976)
 NH0002
 NH0002                         *CURRENT SURVEY CONTROL
 NH0002  ___________________________________________________________________
 NH0002* NAD 83(1986)-  42 38 33.     (N)    088 24 50.     (W)     SCALED    
 NH0002* NAVD 88     -       259.736  (meters)     852.15   (feet)  ADJUSTED  
 NH0002  ___________________________________________________________________
 NH0002  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 NH0002  DYNAMIC HT  -         259.658 (meters)     851.89  (feet)  COMP
 NH0002  MODELED GRAV-     980,314.1   (mgal)                       NAVD 88
 NH0002
 NH0002  VERT ORDER  -  FIRST     CLASS II
 NH0002
 NH0002.The horizontal coordinates were scaled from a topographic map and have
 NH0002.an estimated accuracy of +/- 6 seconds.
 NH0002
 NH0002.The orthometric height was determined by differential leveling
 NH0002.and adjusted by the National Geodetic Survey in June 1991..
 NH0002
 NH0002.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0002.See file dsdata.txt to determine how the superseded data were derived.
 NH0002
 NH0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN840220(NAD 83)
 NH0002_MARKER: DB = BENCH MARK DISK
 NH0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0002_STAMPING: 852.374 A 3 1930
 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             NGS
 NH0002  HISTORY     - 1967     GOOD             PAS
 NH0002  HISTORY     - 20060722 MARK NOT FOUND   USPSQD
 NH0002
 NH0002                          STATION DESCRIPTION
 NH0002
 NH0002'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 QM0113 ***********************************************************************
 QM0113  DESIGNATION -  A 30
 QM0113  PID         -  QM0113
 QM0113  STATE/COUNTY-  WI/LANGLADE
 QM0113  USGS QUAD   -  LANGLADE (1973)
 QM0113
 QM0113                         *CURRENT SURVEY CONTROL
 QM0113  ___________________________________________________________________
 QM0113* NAD 83(1986)-  45 08 32.     (N)    088 40 49.     (W)     SCALED    
 QM0113* NAVD 88     -       357.694  (meters)    1173.53   (feet)  ADJUSTED  
 QM0113  ___________________________________________________________________
 QM0113  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 QM0113  DYNAMIC HT  -         357.651 (meters)    1173.39  (feet)  COMP
 QM0113  MODELED GRAV-     980,485.9   (mgal)                       NAVD 88
 QM0113
 QM0113  VERT ORDER  -  SECOND    CLASS 0
 QM0113
 QM0113.The horizontal coordinates were scaled from a topographic map and have
 QM0113.an estimated accuracy of +/- 6 seconds.
 QM0113
 QM0113.The orthometric height was determined by differential leveling
 QM0113.and adjusted by the National Geodetic Survey in June 1991..
 QM0113
 QM0113.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0113.See file dsdata.txt to determine how the superseded data were derived.
 QM0113
 QM0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR678001(NAD 83)
 QM0113_MARKER: DB = BENCH MARK DISK
 QM0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0113+STABILITY: SURFACE MOTION
 QM0113
 QM0113  HISTORY     - Date     Condition        Report By
 QM0113  HISTORY     - UNK      MONUMENTED       CGS
 QM0113  HISTORY     - 1934     GOOD             NGS
 QM0113  HISTORY     - 20050906 MARK NOT FOUND   WIDT
 QM0113
 QM0113                          STATION DESCRIPTION
 QM0113
 QM0113'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 QM0268 ***********************************************************************
 QM0268  DESIGNATION -  A 32
 QM0268  PID         -  QM0268
 QM0268  STATE/COUNTY-  WI/ONEIDA
 QM0268  USGS QUAD   -  STARKS (1982)
 QM0268
 QM0268                         *CURRENT SURVEY CONTROL
 QM0268  ___________________________________________________________________
 QM0268* NAD 83(1986)-  45 43 32.     (N)    089 09 09.     (W)     SCALED    
 QM0268* NAVD 88     -       502.564  (meters)    1648.83   (feet)  ADJUSTED  
 QM0268  ___________________________________________________________________
 QM0268  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 QM0268  DYNAMIC HT  -         502.531 (meters)    1648.72  (feet)  COMP
 QM0268  MODELED GRAV-     980,534.1   (mgal)                       NAVD 88
 QM0268
 QM0268  VERT ORDER  -  SECOND    CLASS 0
 QM0268
 QM0268.The horizontal coordinates were scaled from a topographic map and have
 QM0268.an estimated accuracy of +/- 6 seconds.
 QM0268
 QM0268.The orthometric height was determined by differential leveling
 QM0268.and adjusted by the National Geodetic Survey in June 1991..
 QM0268
 QM0268.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0268.See file dsdata.txt to determine how the superseded data were derived.
 QM0268
 QM0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR325658(NAD 83)
 QM0268_MARKER: DB = BENCH MARK DISK
 QM0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0268+STABILITY: SURFACE MOTION
 QM0268
 QM0268  HISTORY     - Date     Condition        Report By
 QM0268  HISTORY     - UNK      MONUMENTED       CGS
 QM0268  HISTORY     - 1934     GOOD             NGS
 QM0268  HISTORY     - 1963     MARK NOT FOUND   USGS
 QM0268  HISTORY     - 20051003 MARK NOT FOUND   WIDT
 QM0268
 QM0268                          STATION DESCRIPTION
 QM0268
 QM0268'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 QM0448 ***********************************************************************
 QM0448  DESIGNATION -  A 33
 QM0448  PID         -  QM0448
 QM0448  STATE/COUNTY-  WI/LINCOLN
 QM0448  USGS QUAD   -  HEAFFORD JUNCTION (1982)
 QM0448
 QM0448                         *CURRENT SURVEY CONTROL
 QM0448  ___________________________________________________________________
 QM0448* NAD 83(1986)-  45 32 47.     (N)    089 42 56.     (W)     SCALED    
 QM0448* NAVD 88     -       454.306  (meters)    1490.50   (feet)  ADJUSTED  
 QM0448  ___________________________________________________________________
 QM0448  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 QM0448  DYNAMIC HT  -         454.285 (meters)    1490.43  (feet)  COMP
 QM0448  MODELED GRAV-     980,556.4   (mgal)                       NAVD 88
 QM0448
 QM0448  VERT ORDER  -  SECOND    CLASS 0
 QM0448
 QM0448.The horizontal coordinates were scaled from a topographic map and have
 QM0448.an estimated accuracy of +/- 6 seconds.
 QM0448
 QM0448.The orthometric height was determined by differential leveling
 QM0448.and adjusted by the National Geodetic Survey in June 1991..
 QM0448
 QM0448.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0448.See file dsdata.txt to determine how the superseded data were derived.
 QM0448
 QM0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR880472(NAD 83)
 QM0448_MARKER: DB = BENCH MARK DISK
 QM0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0448_STAMPING: A 33 1934
 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 = OCTOBER  7, 2006
 PO0047 ***********************************************************************
 PO0047  DESIGNATION -  A 35
 PO0047  PID         -  PO0047
 PO0047  STATE/COUNTY-  WI/WOOD
 PO0047  USGS QUAD   -  MARSHFIELD (1979)
 PO0047
 PO0047                         *CURRENT SURVEY CONTROL
 PO0047  ___________________________________________________________________
 PO0047* NAD 83(1986)-  44 39 41.     (N)    090 10 36.     (W)     SCALED    
 PO0047* NAVD 88     -       384.549  (meters)    1261.64   (feet)  ADJUSTED  
 PO0047  ___________________________________________________________________
 PO0047  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 PO0047  DYNAMIC HT  -         384.483 (meters)    1261.42  (feet)  COMP
 PO0047  MODELED GRAV-     980,435.1   (mgal)                       NAVD 88
 PO0047
 PO0047  VERT ORDER  -  SECOND    CLASS 0
 PO0047
 PO0047.The horizontal coordinates were scaled from a topographic map and have
 PO0047.an estimated accuracy of +/- 6 seconds.
 PO0047
 PO0047.The orthometric height was determined by differential leveling
 PO0047.and adjusted by the National Geodetic Survey in June 1991..
 PO0047
 PO0047.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0047.See file dsdata.txt to determine how the superseded data were derived.
 PO0047
 PO0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK238492(NAD 83)
 PO0047_MARKER: DB = BENCH MARK DISK
 PO0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0047_STAMPING: A 35 1934
 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 = OCTOBER  7, 2006
 PN0588 ***********************************************************************
 PN0588  DESIGNATION -  A 36
 PN0588  PID         -  PN0588
 PN0588  STATE/COUNTY-  WI/MARATHON
 PN0588  USGS QUAD   -  MARATHON (1981)
 PN0588
 PN0588                         *CURRENT SURVEY CONTROL
 PN0588  ___________________________________________________________________
 PN0588* NAD 83(1986)-  44 56 16.     (N)    089 46 31.     (W)     SCALED    
 PN0588* NAVD 88     -       363.722  (meters)    1193.31   (feet)  ADJUSTED  
 PN0588  ___________________________________________________________________
 PN0588  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 PN0588  DYNAMIC HT  -         363.669 (meters)    1193.14  (feet)  COMP
 PN0588  MODELED GRAV-     980,463.3   (mgal)                       NAVD 88
 PN0588
 PN0588  VERT ORDER  -  SECOND    CLASS 0
 PN0588
 PN0588.The horizontal coordinates were scaled from a topographic map and have
 PN0588.an estimated accuracy of +/- 6 seconds.
 PN0588
 PN0588.The orthometric height was determined by differential leveling
 PN0588.and adjusted by the National Geodetic Survey in June 1991..
 PN0588
 PN0588.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0588.See file dsdata.txt to determine how the superseded data were derived.
 PN0588
 PN0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ810797(NAD 83)
 PN0588_MARKER: DB = BENCH MARK DISK
 PN0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0588+STABILITY: SURFACE MOTION
 PN0588
 PN0588  HISTORY     - Date     Condition        Report By
 PN0588  HISTORY     - UNK      MONUMENTED       CGS
 PN0588  HISTORY     - 1934     GOOD             NGS
 PN0588  HISTORY     - 1982     MARK NOT FOUND   NGS
 PN0588  HISTORY     - 1985     GOOD             LOCSUR
 PN0588  HISTORY     - 1985     GOOD             LOCSUR
 PN0588
 PN0588                          STATION DESCRIPTION
 PN0588
 PN0588'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0410 ***********************************************************************
 PN0410  DESIGNATION -  A 38
 PN0410  PID         -  PN0410
 PN0410  STATE/COUNTY-  WI/WAUPACA
 PN0410  USGS QUAD   -  SCANDINAVIA (1983)
 PN0410
 PN0410                         *CURRENT SURVEY CONTROL
 PN0410  ___________________________________________________________________
 PN0410* NAD 83(1986)-  44 28 19.     (N)    089 08 56.     (W)     SCALED    
 PN0410* NAVD 88     -       284.300  (meters)     932.74   (feet)  ADJUSTED  
 PN0410  ___________________________________________________________________
 PN0410  GEOID HEIGHT-         -36.21  (meters)                     GEOID03
 PN0410  DYNAMIC HT  -         284.251 (meters)     932.58  (feet)  COMP
 PN0410  MODELED GRAV-     980,439.3   (mgal)                       NAVD 88
 PN0410
 PN0410  VERT ORDER  -  SECOND    CLASS 0
 PN0410
 PN0410.The horizontal coordinates were scaled from a topographic map and have
 PN0410.an estimated accuracy of +/- 6 seconds.
 PN0410
 PN0410.The orthometric height was determined by differential leveling
 PN0410.and adjusted by the National Geodetic Survey in June 1991..
 PN0410
 PN0410.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0410.See file dsdata.txt to determine how the superseded data were derived.
 PN0410
 PN0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ290265(NAD 83)
 PN0410_MARKER: DB = BENCH MARK DISK
 PN0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0410+STABILITY: SURFACE MOTION
 PN0410
 PN0410  HISTORY     - Date     Condition        Report By
 PN0410  HISTORY     - UNK      MONUMENTED       CGS
 PN0410  HISTORY     - 1934     GOOD             NGS
 PN0410
 PN0410                          STATION DESCRIPTION
 PN0410
 PN0410'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 PN0466 ***********************************************************************
 PN0466  DESIGNATION -  A 39
 PN0466  PID         -  PN0466
 PN0466  STATE/COUNTY-  WI/WOOD
 PN0466  USGS QUAD   -  WISCONSIN RAPIDS NORTH (1984)
 PN0466
 PN0466                         *CURRENT SURVEY CONTROL
 PN0466  ___________________________________________________________________
 PN0466* NAD 83(1986)-  44 29 45.     (N)    089 48 11.     (W)     SCALED    
 PN0466* NAVD 88     -       346.877  (meters)    1138.05   (feet)  ADJUSTED  
 PN0466  ___________________________________________________________________
 PN0466  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 PN0466  DYNAMIC HT  -         346.814 (meters)    1137.84  (feet)  COMP
 PN0466  MODELED GRAV-     980,427.1   (mgal)                       NAVD 88
 PN0466
 PN0466  VERT ORDER  -  SECOND    CLASS 0
 PN0466
 PN0466.The horizontal coordinates were scaled from a topographic map and have
 PN0466.an estimated accuracy of +/- 6 seconds.
 PN0466
 PN0466.The orthometric height was determined by differential leveling
 PN0466.and adjusted by the National Geodetic Survey in June 1991..
 PN0466
 PN0466.The geoid height was determined by GEOID03.
 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     -    73,640.      615,660.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0466.See file dsdata.txt to determine how the superseded data were derived.
 PN0466
 PN0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ771307(NAD 83)
 PN0466_MARKER: DB = BENCH MARK DISK
 PN0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0466_STAMPING: A 39 1934
 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             NGS
 PN0466  HISTORY     - 20031023 MARK NOT FOUND   WIDT
 PN0466
 PN0466                          STATION DESCRIPTION
 PN0466
 PN0466'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 OL0119 ***********************************************************************
 OL0119  DESIGNATION -  A 4
 OL0119  PID         -  OL0119
 OL0119  STATE/COUNTY-  WI/MILWAUKEE
 OL0119  USGS QUAD   -  THIENSVILLE (1976)
 OL0119
 OL0119                         *CURRENT SURVEY CONTROL
 OL0119  ___________________________________________________________________
 OL0119* NAD 83(1986)-  43 09 46.     (N)    087 59 51.     (W)     SCALED    
 OL0119* NAVD 88     -       222.345  (meters)     729.48   (feet)  ADJUSTED  
 OL0119  ___________________________________________________________________
 OL0119  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 OL0119  DYNAMIC HT  -         222.289 (meters)     729.29  (feet)  COMP
 OL0119  MODELED GRAV-     980,364.5   (mgal)                       NAVD 88
 OL0119
 OL0119  VERT ORDER  -  FIRST     CLASS II
 OL0119
 OL0119.The horizontal coordinates were scaled from a topographic map and have
 OL0119.an estimated accuracy of +/- 6 seconds.
 OL0119
 OL0119.The orthometric height was determined by differential leveling
 OL0119.and adjusted by the National Geodetic Survey in June 1991..
 OL0119
 OL0119.The geoid height was determined by GEOID03.
 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     -   131,130.      762,830.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0119.See file dsdata.txt to determine how the superseded data were derived.
 OL0119
 OL0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN189793(NAD 83)
 OL0119_MARKER: DB = BENCH MARK DISK
 OL0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OL0119_STAMPING: 729.739 A 4 1930
 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 = OCTOBER  7, 2006
 RM0154 ***********************************************************************
 RM0154  DESIGNATION -  A 40
 RM0154  PID         -  RM0154
 RM0154  STATE/COUNTY-  WI/ASHLAND
 RM0154  USGS QUAD   -  PEEKSVILLE (1984)
 RM0154
 RM0154                         *CURRENT SURVEY CONTROL
 RM0154  ___________________________________________________________________
 RM0154* NAD 83(1986)-  46 05 55.     (N)    090 32 23.     (W)     SCALED    
 RM0154* NAVD 88     -       469.879  (meters)    1541.59   (feet)  ADJUSTED  
 RM0154  ___________________________________________________________________
 RM0154  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 RM0154  DYNAMIC HT  -         469.869 (meters)    1541.56  (feet)  COMP
 RM0154  MODELED GRAV-     980,578.0   (mgal)                       NAVD 88
 RM0154
 RM0154  VERT ORDER  -  SECOND    CLASS 0
 RM0154
 RM0154.The horizontal coordinates were scaled from a topographic map and have
 RM0154.an estimated accuracy of +/- 6 seconds.
 RM0154
 RM0154.The orthometric height was determined by differential leveling
 RM0154.and adjusted by the National Geodetic Survey in June 1991..
 RM0154
 RM0154.The geoid height was determined by GEOID03.
 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     -   103,720.      558,270.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0154.See file dsdata.txt to determine how the superseded data were derived.
 RM0154
 RM0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM901079(NAD 83)
 RM0154_MARKER: DB = BENCH MARK DISK
 RM0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0154_STAMPING: A 40 1934
 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 = OCTOBER  7, 2006
 QN0042 ***********************************************************************
 QN0042  DESIGNATION -  A 41
 QN0042  PID         -  QN0042
 QN0042  STATE/COUNTY-  WI/PRICE
 QN0042  USGS QUAD   -  PARK FALLS (1984)
 QN0042
 QN0042                         *CURRENT SURVEY CONTROL
 QN0042  ___________________________________________________________________
 QN0042* NAD 83(1986)-  45 55 30.     (N)    090 29 18.     (W)     SCALED    
 QN0042* NAVD 88     -       446.625  (meters)    1465.30   (feet)  ADJUSTED  
 QN0042  ___________________________________________________________________
 QN0042  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 QN0042  DYNAMIC HT  -         446.615 (meters)    1465.27  (feet)  COMP
 QN0042  MODELED GRAV-     980,578.0   (mgal)                       NAVD 88
 QN0042
 QN0042  VERT ORDER  -  SECOND    CLASS 0
 QN0042
 QN0042.The horizontal coordinates were scaled from a topographic map and have
 QN0042.an estimated accuracy of +/- 6 seconds.
 QN0042
 QN0042.The orthometric height was determined by differential leveling
 QN0042.and adjusted by the National Geodetic Survey in June 1991..
 QN0042
 QN0042.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0042.See file dsdata.txt to determine how the superseded data were derived.
 QN0042
 QN0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL947887(NAD 83)
 QN0042_MARKER: DB = BENCH MARK DISK
 QN0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0042_STAMPING: A 41 1934
 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 = OCTOBER  7, 2006
 QN0188 ***********************************************************************
 QN0188  DESIGNATION -  A 42
 QN0188  PID         -  QN0188
 QN0188  STATE/COUNTY-  WI/SAWYER
 QN0188  USGS QUAD   -  COUDERAY (1971)
 QN0188
 QN0188                         *CURRENT SURVEY CONTROL
 QN0188  ___________________________________________________________________
 QN0188* NAD 83(1986)-  45 47 25.     (N)    091 17 13.     (W)     SCALED    
 QN0188* NAVD 88     -       379.751  (meters)    1245.90   (feet)  ADJUSTED  
 QN0188  ___________________________________________________________________
 QN0188  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 QN0188  DYNAMIC HT  -         379.734 (meters)    1245.84  (feet)  COMP
 QN0188  MODELED GRAV-     980,559.3   (mgal)                       NAVD 88
 QN0188
 QN0188  VERT ORDER  -  FIRST     CLASS II
 QN0188
 QN0188.The horizontal coordinates were scaled from a topographic map and have
 QN0188.an estimated accuracy of +/- 6 seconds.
 QN0188
 QN0188.The orthometric height was determined by differential leveling
 QN0188.and adjusted by the National Geodetic Survey in June 1991..
 QN0188
 QN0188.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0188.See file dsdata.txt to determine how the superseded data were derived.
 QN0188
 QN0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL331721(NAD 83)
 QN0188_MARKER: DB = BENCH MARK DISK
 QN0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0188_STAMPING: A 42 1934
 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 = OCTOBER  7, 2006
 RM0266 ***********************************************************************
 RM0266  DESIGNATION -  A 43
 RM0266  PID         -  RM0266
 RM0266  STATE/COUNTY-  WI/BAYFIELD
 RM0266  USGS QUAD   -  CABLE (1976)
 RM0266
 RM0266                         *CURRENT SURVEY CONTROL
 RM0266  ___________________________________________________________________
 RM0266* NAD 83(1986)-  46 11 32.     (N)    091 18 19.     (W)     SCALED    
 RM0266* NAVD 88     -       406.838  (meters)    1334.77   (feet)  ADJUSTED  
 RM0266  ___________________________________________________________________
 RM0266  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 RM0266  DYNAMIC HT  -         406.849 (meters)    1334.80  (feet)  COMP
 RM0266  MODELED GRAV-     980,628.4   (mgal)                       NAVD 88
 RM0266
 RM0266  VERT ORDER  -  SECOND    CLASS 0
 RM0266
 RM0266.The horizontal coordinates were scaled from a topographic map and have
 RM0266.an estimated accuracy of +/- 6 seconds.
 RM0266
 RM0266.The orthometric height was determined by differential leveling
 RM0266.and adjusted by the National Geodetic Survey in June 1991..
 RM0266
 RM0266.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0266.See file dsdata.txt to determine how the superseded data were derived.
 RM0266
 RM0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM307168(NAD 83)
 RM0266_MARKER: DB = BENCH MARK DISK
 RM0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0266_STAMPING: A 43 1934
 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 = OCTOBER  7, 2006
 QM0338 ***********************************************************************
 QM0338  DESIGNATION -  A 45 RESET 1951
 QM0338  PID         -  QM0338
 QM0338  STATE/COUNTY-  WI/LINCOLN
 QM0338  USGS QUAD   -  DOERING (1973)
 QM0338
 QM0338                         *CURRENT SURVEY CONTROL
 QM0338  ___________________________________________________________________
 QM0338* NAD 83(1986)-  45 08 53.     (N)    089 25 49.     (W)     SCALED    
 QM0338* NAVD 88     -       451.47   (+/-2cm)    1481.2    (feet)  VERTCON   
 QM0338  ___________________________________________________________________
 QM0338  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 QM0338
 QM0338  VERT ORDER  -  THIRD (See Below)
 QM0338
 QM0338.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 QM0338
 QM0338.The geoid height was determined by GEOID03.
 QM0338
 QM0338;                    North         East    Units  Estimated Accuracy
 QM0338;SPC WI C     -   146,250.      644,800.      MT  (+/- 180 meters Scaled)
 QM0338
 QM0338                          SUPERSEDED SURVEY CONTROL
 QM0338
 QM0338  NGVD 29 (09/01/04)  451.47   (m)         1481.2    (f) RESET       3  
 QM0338
 QM0338.Superseded values are not recommended for survey control.
 QM0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0338.See file dsdata.txt to determine how the superseded data were derived.
 QM0338
 QM0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR089022(NAD 83)
 QM0338_MARKER: DB = BENCH MARK DISK
 QM0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0338_STAMPING: A 45 RESET 1951
 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 = OCTOBER  7, 2006
 QN0288 ***********************************************************************
 QN0288  DESIGNATION -  A 46
 QN0288  PID         -  QN0288
 QN0288  STATE/COUNTY-  WI/BARRON
 QN0288  USGS QUAD   -  SHELL LAKE (1982)
 QN0288
 QN0288                         *CURRENT SURVEY CONTROL
 QN0288  ___________________________________________________________________
 QN0288* NAD 83(1986)-  45 38 11.     (N)    091 59 32.     (W)     SCALED    
 QN0288* NAVD 88     -       418.213  (meters)    1372.09   (feet)  ADJUSTED  
 QN0288  ___________________________________________________________________
 QN0288  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 QN0288  DYNAMIC HT  -         418.178 (meters)    1371.97  (feet)  COMP
 QN0288  MODELED GRAV-     980,519.4   (mgal)                       NAVD 88
 QN0288
 QN0288  VERT ORDER  -  SECOND    CLASS 0
 QN0288
 QN0288.The horizontal coordinates were scaled from a topographic map and have
 QN0288.an estimated accuracy of +/- 6 seconds.
 QN0288
 QN0288.The orthometric height was determined by differential leveling
 QN0288.and adjusted by the National Geodetic Survey in June 1991..
 QN0288
 QN0288.The geoid height was determined by GEOID03.
 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     -   202,270.      444,680.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0288.See file dsdata.txt to determine how the superseded data were derived.
 QN0288
 QN0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL785541(NAD 83)
 QN0288_MARKER: DB = BENCH MARK DISK
 QN0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0288_STAMPING: A 46 1934
 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             NGS
 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 NATIONAL 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 = OCTOBER  7, 2006
 QO0022 ***********************************************************************
 QO0022  DESIGNATION -  A 47
 QO0022  PID         -  QO0022
 QO0022  STATE/COUNTY-  WI/BURNETT
 QO0022  USGS QUAD   -  SIREN EAST (1982)
 QO0022
 QO0022                         *CURRENT SURVEY CONTROL
 QO0022  ___________________________________________________________________
 QO0022* NAD 83(1986)-  45 48 58.     (N)    092 21 47.     (W)     SCALED    
 QO0022* NAVD 88     -       301.401  (meters)     988.85   (feet)  ADJUSTED  
 QO0022  ___________________________________________________________________
 QO0022  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 QO0022  DYNAMIC HT  -         301.419 (meters)     988.91  (feet)  COMP
 QO0022  MODELED GRAV-     980,666.0   (mgal)                       NAVD 88
 QO0022
 QO0022  VERT ORDER  -  SECOND    CLASS 0
 QO0022
 QO0022.The horizontal coordinates were scaled from a topographic map and have
 QO0022.an estimated accuracy of +/- 6 seconds.
 QO0022
 QO0022.The orthometric height was determined by differential leveling
 QO0022.and adjusted by the National Geodetic Survey in June 1991..
 QO0022
 QO0022.The geoid height was determined by GEOID03.
 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     -    74,910.      416,380.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0022.See file dsdata.txt to determine how the superseded data were derived.
 QO0022
 QO0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL494738(NAD 83)
 QO0022_MARKER: DB = BENCH MARK DISK
 QO0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0022+STABILITY: SURFACE MOTION
 QO0022
 QO0022  HISTORY     - Date     Condition        Report By
 QO0022  HISTORY     - UNK      MONUMENTED       CGS
 QO0022  HISTORY     - 1934     GOOD             NGS
 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 NATIONAL 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 = OCTOBER  7, 2006
 PO0196 ***********************************************************************
 PO0196  DESIGNATION -  A 49
 PO0196  PID         -  PO0196
 PO0196  STATE/COUNTY-  WI/CHIPPEWA
 PO0196  USGS QUAD   -  CADOTT (1979)
 PO0196
 PO0196                         *CURRENT SURVEY CONTROL
 PO0196  ___________________________________________________________________
 PO0196* NAD 83(1986)-  44 55 59.     (N)    091 13 34.     (W)     SCALED    
 PO0196* NAVD 88     -       289.708  (meters)     950.48   (feet)  ADJUSTED  
 PO0196  ___________________________________________________________________
 PO0196  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 PO0196  DYNAMIC HT  -         289.687 (meters)     950.41  (feet)  COMP
 PO0196  MODELED GRAV-     980,535.8   (mgal)                       NAVD 88
 PO0196
 PO0196  VERT ORDER  -  SECOND    CLASS 0
 PO0196
 PO0196.The horizontal coordinates were scaled from a topographic map and have
 PO0196.an estimated accuracy of +/- 6 seconds.
 PO0196
 PO0196.The orthometric height was determined by differential leveling
 PO0196.and adjusted by the National Geodetic Survey in June 1991..
 PO0196
 PO0196.The geoid height was determined by GEOID03.
 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     -   122,930.      503,220.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0196.See file dsdata.txt to determine how the superseded data were derived.
 PO0196
 PO0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK399770(NAD 83)
 PO0196_MARKER: DB = BENCH MARK DISK
 PO0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0196+STABILITY: SURFACE MOTION
 PO0196
 PO0196  HISTORY     - Date     Condition        Report By
 PO0196  HISTORY     - UNK      MONUMENTED       CGS
 PO0196  HISTORY     - 1934     GOOD             NGS
 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 NATIONAL 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 = OCTOBER  7, 2006
 OM0157 ***********************************************************************
 OM0157  DESIGNATION -  A 5
 OM0157  PID         -  OM0157
 OM0157  STATE/COUNTY-  WI/WINNEBAGO
 OM0157  USGS QUAD   -  VAN DYNE (1992)
 OM0157
 OM0157                         *CURRENT SURVEY CONTROL
 OM0157  ___________________________________________________________________
 OM0157* NAD 83(1986)-  43 54 29.     (N)    088 30 44.     (W)     SCALED    
 OM0157* NAVD 88     -       238.553  (meters)     782.65   (feet)  ADJUSTED  
 OM0157  ___________________________________________________________________
 OM0157  GEOID HEIGHT-         -36.04  (meters)                     GEOID03
 OM0157  DYNAMIC HT  -         238.503 (meters)     782.49  (feet)  COMP
 OM0157  MODELED GRAV-     980,404.8   (mgal)                       NAVD 88
 OM0157
 OM0157  VERT ORDER  -  FIRST     CLASS II
 OM0157
 OM0157.The horizontal coordinates were scaled from a topographic map and have
 OM0157.an estimated accuracy of +/- 6 seconds.
 OM0157
 OM0157.The orthometric height was determined by differential leveling
 OM0157.and adjusted by the National Geodetic Survey in June 1991..
 OM0157
 OM0157.The geoid height was determined by GEOID03.
 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     -   213,040.      719,500.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0157.See file dsdata.txt to determine how the superseded data were derived.
 OM0157
 OM0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP785627(NAD 83)
 OM0157_MARKER: DB = BENCH MARK DISK
 OM0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0157_STAMPING: 782.741 A 5 1930
 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             NGS
 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 NATIONAL 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 = OCTOBER  7, 2006
 QO0115 ***********************************************************************
 QO0115  DESIGNATION -  A 50
 QO0115  PID         -  QO0115
 QO0115  STATE/COUNTY-  WI/ST CROIX
 QO0115  USGS QUAD   -  NEW RICHMOND SOUTH (1974)
 QO0115
 QO0115                         *CURRENT SURVEY CONTROL
 QO0115  ___________________________________________________________________
 QO0115* NAD 83(1986)-  45 07 18.     (N)    092 31 01.     (W)     SCALED    
 QO0115* NAVD 88     -       303.883  (meters)     996.99   (feet)  ADJUSTED  
 QO0115  ___________________________________________________________________
 QO0115  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 QO0115  DYNAMIC HT  -         303.850 (meters)     996.88  (feet)  COMP
 QO0115  MODELED GRAV-     980,499.3   (mgal)                       NAVD 88
 QO0115
 QO0115  VERT ORDER  -  FIRST     CLASS II
 QO0115
 QO0115.The horizontal coordinates were scaled from a topographic map and have
 QO0115.an estimated accuracy of +/- 6 seconds.
 QO0115
 QO0115.The orthometric height was determined by differential leveling
 QO0115.and adjusted by the National Geodetic Survey in June 1991..
 QO0115
 QO0115.The geoid height was determined by GEOID03.
 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.      402,010.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0115.See file dsdata.txt to determine how the superseded data were derived.
 QO0115
 QO0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK379965(NAD 83)
 QO0115_MARKER: DB = BENCH MARK DISK
 QO0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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 - November 26, 2005
 QO0115
 QO0115  HISTORY     - Date     Condition        Report By
 QO0115  HISTORY     - UNK      MONUMENTED       CGS
 QO0115  HISTORY     - 1934     GOOD             NGS
 QO0115  HISTORY     - 1980     GOOD             NGS
 QO0115  HISTORY     - 20051126 GOOD             USPSQD
 QO0115
 QO0115                          STATION DESCRIPTION
 QO0115
 QO0115'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0221 ***********************************************************************
 QN0221  DESIGNATION -  A 51
 QN0221  PID         -  QN0221
 QN0221  STATE/COUNTY-  WI/DUNN
 QN0221  USGS QUAD   -  NORTON (1975)
 QN0221
 QN0221                         *CURRENT SURVEY CONTROL
 QN0221  ___________________________________________________________________
 QN0221* NAD 83(1986)-  45 00 20.     (N)    091 45 29.     (W)     SCALED    
 QN0221* NAVD 88     -       278.997  (meters)     915.34   (feet)  ADJUSTED  
 QN0221  ___________________________________________________________________
 QN0221  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 QN0221  DYNAMIC HT  -         278.970 (meters)     915.25  (feet)  COMP
 QN0221  MODELED GRAV-     980,512.5   (mgal)                       NAVD 88
 QN0221
 QN0221  VERT ORDER  -  SECOND    CLASS 0
 QN0221
 QN0221.The horizontal coordinates were scaled from a topographic map and have
 QN0221.an estimated accuracy of +/- 6 seconds.
 QN0221
 QN0221.The orthometric height was determined by differential leveling
 QN0221.and adjusted by the National Geodetic Survey in June 1991..
 QN0221
 QN0221.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0221.See file dsdata.txt to determine how the superseded data were derived.
 QN0221
 QN0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK978843(NAD 83)
 QN0221_MARKER: DB = BENCH MARK DISK
 QN0221_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QN0221_SP_SET: ABUTMENT
 QN0221_STAMPING: A 51 1934
 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 = OCTOBER  7, 2006
 PO0232 ***********************************************************************
 PO0232  DESIGNATION -  A 52
 PO0232  PID         -  PO0232
 PO0232  STATE/COUNTY-  WI/EAU CLAIRE
 PO0232  USGS QUAD   -  FALL CREEK (1972)
 PO0232
 PO0232                         *CURRENT SURVEY CONTROL
 PO0232  ___________________________________________________________________
 PO0232* NAD 83(1986)-  44 47 24.     (N)    091 19 17.     (W)     SCALED    
 PO0232* NAVD 88     -       290.156  (meters)     951.95   (feet)  ADJUSTED  
 PO0232  ___________________________________________________________________
 PO0232  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 PO0232  DYNAMIC HT  -         290.126 (meters)     951.86  (feet)  COMP
 PO0232  MODELED GRAV-     980,505.0   (mgal)                       NAVD 88
 PO0232
 PO0232  VERT ORDER  -  SECOND    CLASS 0
 PO0232
 PO0232.The horizontal coordinates were scaled from a topographic map and have
 PO0232.an estimated accuracy of +/- 6 seconds.
 PO0232
 PO0232.The orthometric height was determined by differential leveling
 PO0232.and adjusted by the National Geodetic Survey in June 1991..
 PO0232
 PO0232.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0232.See file dsdata.txt to determine how the superseded data were derived.
 PO0232
 PO0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK327609(NAD 83)
 PO0232_MARKER: DB = BENCH MARK DISK
 PO0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0232+STABILITY: SURFACE MOTION
 PO0232
 PO0232  HISTORY     - Date     Condition        Report By
 PO0232  HISTORY     - UNK      MONUMENTED       CGS
 PO0232  HISTORY     - 1934     GOOD             NGS
 PO0232  HISTORY     - 1972     MARK NOT FOUND   USGS
 PO0232  HISTORY     - 20031106 MARK NOT FOUND   WIDT
 PO0232
 PO0232                          STATION DESCRIPTION
 PO0232
 PO0232'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 PO0153 ***********************************************************************
 PO0153  DESIGNATION -  A 55
 PO0153  PID         -  PO0153
 PO0153  STATE/COUNTY-  WI/MONROE
 PO0153  USGS QUAD   -  WARRENS WEST (1983)
 PO0153
 PO0153                         *CURRENT SURVEY CONTROL
 PO0153  ___________________________________________________________________
 PO0153* NAD 83(1986)-  44 09 29.     (N)    090 34 38.     (W)     SCALED    
 PO0153* NAVD 88     -       300.558  (meters)     986.08   (feet)  ADJUSTED  
 PO0153  ___________________________________________________________________
 PO0153  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 PO0153  DYNAMIC HT  -         300.497 (meters)     985.88  (feet)  COMP
 PO0153  MODELED GRAV-     980,408.5   (mgal)                       NAVD 88
 PO0153
 PO0153  VERT ORDER  -  SECOND    CLASS 0
 PO0153
 PO0153.The horizontal coordinates were scaled from a topographic map and have
 PO0153.an estimated accuracy of +/- 6 seconds.
 PO0153
 PO0153.The orthometric height was determined by differential leveling
 PO0153.and adjusted by the National Geodetic Survey in June 1991..
 PO0153
 PO0153.The geoid height was determined by GEOID03.
 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 S     -   239,910.      553,830.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0153.See file dsdata.txt to determine how the superseded data were derived.
 PO0153
 PO0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ937922(NAD 83)
 PO0153_MARKER: DB = BENCH MARK DISK
 PO0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0153+STABILITY: SURFACE MOTION
 PO0153
 PO0153  HISTORY     - Date     Condition        Report By
 PO0153  HISTORY     - UNK      MONUMENTED       CGS
 PO0153  HISTORY     - 1934     GOOD             NGS
 PO0153  HISTORY     - 1959     GOOD             FAS
 PO0153
 PO0153                          STATION DESCRIPTION
 PO0153
 PO0153'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 PO0185 ***********************************************************************
 PO0185  DESIGNATION -  A 56
 PO0185  PID         -  PO0185
 PO0185  STATE/COUNTY-  WI/CLARK
 PO0185  USGS QUAD   -  NEILLSVILLE (1979)
 PO0185
 PO0185                         *CURRENT SURVEY CONTROL
 PO0185  ___________________________________________________________________
 PO0185* NAD 83(1986)-  44 33 16.     (N)    090 37 06.     (W)     SCALED    
 PO0185* NAVD 88     -       313.434  (meters)    1028.32   (feet)  ADJUSTED  
 PO0185  ___________________________________________________________________
 PO0185  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 PO0185  DYNAMIC HT  -         313.388 (meters)    1028.17  (feet)  COMP
 PO0185  MODELED GRAV-     980,461.6   (mgal)                       NAVD 88
 PO0185
 PO0185  VERT ORDER  -  SECOND    CLASS 0
 PO0185
 PO0185.The horizontal coordinates were scaled from a topographic map and have
 PO0185.an estimated accuracy of +/- 6 seconds.
 PO0185
 PO0185.The orthometric height was determined by differential leveling
 PO0185.and adjusted by the National Geodetic Survey in June 1991..
 PO0185
 PO0185.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0185.See file dsdata.txt to determine how the superseded data were derived.
 PO0185
 PO0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK891362(NAD 83)
 PO0185_MARKER: DB = BENCH MARK DISK
 PO0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0185_STAMPING: A 56 1934
 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 = OCTOBER  7, 2006
 QN0245 ***********************************************************************
 QN0245  DESIGNATION -  A 57
 QN0245  PID         -  QN0245
 QN0245  STATE/COUNTY-  WI/BARRON
 QN0245  USGS QUAD   -  RICE LAKE SOUTH (1978)
 QN0245
 QN0245                         *CURRENT SURVEY CONTROL
 QN0245  ___________________________________________________________________
 QN0245* NAD 83(1986)-  45 24 32.     (N)    091 44 39.     (W)     SCALED    
 QN0245* NAVD 88     -       333.889  (meters)    1095.43   (feet)  ADJUSTED  
 QN0245  ___________________________________________________________________
 QN0245  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 QN0245  DYNAMIC HT  -         333.864 (meters)    1095.35  (feet)  COMP
 QN0245  MODELED GRAV-     980,534.8   (mgal)                       NAVD 88
 QN0245
 QN0245  VERT ORDER  -  FIRST     CLASS II
 QN0245
 QN0245.The horizontal coordinates were scaled from a topographic map and have
 QN0245.an estimated accuracy of +/- 6 seconds.
 QN0245
 QN0245.The orthometric height was determined by differential leveling
 QN0245.and adjusted by the National Geodetic Survey in June 1991..
 QN0245.WARNING-Repeat measurements at this control monument indicate possible
 QN0245.vertical movement.
 QN0245
 QN0245.The geoid height was determined by GEOID03.
 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     -   176,550.      463,470.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0245.See file dsdata.txt to determine how the superseded data were derived.
 QN0245
 QN0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL982291(NAD 83)
 QN0245_MARKER: DB = BENCH MARK DISK
 QN0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0245_STAMPING: A 57 1934
 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             SOURR
 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 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 = OCTOBER  7, 2006
 PO0297 ***********************************************************************
 PO0297  DESIGNATION -  A 58
 PO0297  PID         -  PO0297
 PO0297  STATE/COUNTY-  WI/DUNN
 PO0297  USGS QUAD   -  MERIDEAN (1972)
 PO0297
 PO0297                         *CURRENT SURVEY CONTROL
 PO0297  ___________________________________________________________________
 PO0297* NAD 83(1986)-  44 44 37.     (N)    091 46 45.     (W)     SCALED    
 PO0297* NAVD 88     -       223.831  (meters)     734.35   (feet)  ADJUSTED  
 PO0297  ___________________________________________________________________
 PO0297  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 PO0297  DYNAMIC HT  -         223.808 (meters)     734.28  (feet)  COMP
 PO0297  MODELED GRAV-     980,511.2   (mgal)                       NAVD 88
 PO0297
 PO0297  VERT ORDER  -  SECOND    CLASS 0
 PO0297
 PO0297.The horizontal coordinates were scaled from a topographic map and have
 PO0297.an estimated accuracy of +/- 6 seconds.
 PO0297
 PO0297.The orthometric height was determined by differential leveling
 PO0297.and adjusted by the National Geodetic Survey in June 1991..
 PO0297
 PO0297.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0297.See file dsdata.txt to determine how the superseded data were derived.
 PO0297
 PO0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK966551(NAD 83)
 PO0297_MARKER: DB = BENCH MARK DISK
 PO0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0297+STABILITY: SURFACE MOTION
 PO0297
 PO0297  HISTORY     - Date     Condition        Report By
 PO0297  HISTORY     - UNK      MONUMENTED       CGS
 PO0297  HISTORY     - 1934     GOOD             NGS
 PO0297  HISTORY     - 20031202 MARK NOT FOUND   WIDT
 PO0297
 PO0297                          STATION DESCRIPTION
 PO0297
 PO0297'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 PP0587 ***********************************************************************
 PP0587  DESIGNATION -  A 59
 PP0587  PID         -  PP0587
 PP0587  STATE/COUNTY-  WI/PIERCE
 PP0587  USGS QUAD   -  RIVER FALLS EAST (1974)
 PP0587
 PP0587                         *CURRENT SURVEY CONTROL
 PP0587  ___________________________________________________________________
 PP0587* NAD 83(1986)-  44 48 04.     (N)    092 33 58.     (W)     SCALED    
 PP0587* NAVD 88     -       333.359  (meters)    1093.70   (feet)  ADJUSTED  
 PP0587  ___________________________________________________________________
 PP0587  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 PP0587  DYNAMIC HT  -         333.310 (meters)    1093.53  (feet)  COMP
 PP0587  MODELED GRAV-     980,461.4   (mgal)                       NAVD 88
 PP0587
 PP0587  VERT ORDER  -  SECOND    CLASS 0
 PP0587
 PP0587.The horizontal coordinates were scaled from a topographic map and have
 PP0587.an estimated accuracy of +/- 6 seconds.
 PP0587
 PP0587.The orthometric height was determined by differential leveling
 PP0587.and adjusted by the National Geodetic Survey in June 1991..
 PP0587
 PP0587.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0587.See file dsdata.txt to determine how the superseded data were derived.
 PP0587
 PP0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK343609(NAD 83)
 PP0587_MARKER: DB = BENCH MARK DISK
 PP0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0587_STAMPING: A 59 1934
 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 = OCTOBER  7, 2006
 PN0071 ***********************************************************************
 PN0071  DESIGNATION -  A 6
 PN0071  PID         -  PN0071
 PN0071  STATE/COUNTY-  WI/BROWN
 PN0071  USGS QUAD   -  GREEN BAY WEST (1992)
 PN0071
 PN0071                         *CURRENT SURVEY CONTROL
 PN0071  ___________________________________________________________________
 PN0071* NAD 83(1986)-  44 31 11.     (N)    088 01 06.     (W)     SCALED    
 PN0071* NAVD 88     -       179.761  (meters)     589.77   (feet)  ADJUSTED  
 PN0071  ___________________________________________________________________
 PN0071  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 PN0071  DYNAMIC HT  -         179.739 (meters)     589.69  (feet)  COMP
 PN0071  MODELED GRAV-     980,489.5   (mgal)                       NAVD 88
 PN0071
 PN0071  VERT ORDER  -  FIRST     CLASS 0
 PN0071
 PN0071.The horizontal coordinates were scaled from a topographic map and have
 PN0071.an estimated accuracy of +/- 6 seconds.
 PN0071
 PN0071.The orthometric height was determined by differential leveling
 PN0071.and adjusted by the National Geodetic Survey in June 1991..
 PN0071.WARNING-Repeat measurements at this control monument indicate possible
 PN0071.vertical movement.
 PN0071
 PN0071.The geoid height was determined by GEOID03.
 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     -    78,190.      757,530.      MT  (+/- 180 meters Scaled)
 PN0071
 PN0071                          SUPERSEDED SURVEY CONTROL
 PN0071
 PN0071.No superseded survey control is available for this station.
 PN0071
 PN0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ190301(NAD 83)
 PN0071_MARKER: DB = BENCH MARK DISK
 PN0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0071_SP_SET: 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 = OCTOBER  7, 2006
 PO0257 ***********************************************************************
 PO0257  DESIGNATION -  A 60
 PO0257  PID         -  PO0257
 PO0257  STATE/COUNTY-  WI/TREMPEALEAU
 PO0257  USGS QUAD   -  WHITEHALL (1973)
 PO0257
 PO0257                         *CURRENT SURVEY CONTROL
 PO0257  ___________________________________________________________________
 PO0257* NAD 83(1986)-  44 22 05.     (N)    091 19 00.     (W)     SCALED    
 PO0257* NAVD 88     -       249.956  (meters)     820.06   (feet)  ADJUSTED  
 PO0257  ___________________________________________________________________
 PO0257  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 PO0257  DYNAMIC HT  -         249.924 (meters)     819.96  (feet)  COMP
 PO0257  MODELED GRAV-     980,485.4   (mgal)                       NAVD 88
 PO0257
 PO0257  VERT ORDER  -  SECOND    CLASS 0
 PO0257
 PO0257.The horizontal coordinates were scaled from a topographic map and have
 PO0257.an estimated accuracy of +/- 6 seconds.
 PO0257
 PO0257.The orthometric height was determined by differential leveling
 PO0257.and adjusted by the National Geodetic Survey in June 1991..
 PO0257
 PO0257.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0257.See file dsdata.txt to determine how the superseded data were derived.
 PO0257
 PO0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK341141(NAD 83)
 PO0257_MARKER: DB = BENCH MARK DISK
 PO0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0257+STABILITY: SURFACE MOTION
 PO0257
 PO0257  HISTORY     - Date     Condition        Report By
 PO0257  HISTORY     - UNK      MONUMENTED       CGS
 PO0257  HISTORY     - 1934     GOOD             NGS
 PO0257  HISTORY     - 20031119 MARK NOT FOUND   WIDT
 PO0257
 PO0257                          STATION DESCRIPTION
 PO0257
 PO0257'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 RL1261 ***********************************************************************
 RL1261  DESIGNATION -  A 61
 RL1261  PID         -  RL1261
 RL1261  STATE/COUNTY-  WI/VILAS
 RL1261  USGS QUAD   -  CHANEY LAKE (1982)
 RL1261
 RL1261                         *CURRENT SURVEY CONTROL
 RL1261  ___________________________________________________________________
 RL1261* NAD 83(1986)-  46 16 28.     (N)    089 53 32.     (W)     SCALED    
 RL1261* NAVD 88     -       507.261  (meters)    1664.24   (feet)  ADJUSTED  
 RL1261  ___________________________________________________________________
 RL1261  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 RL1261  DYNAMIC HT  -         507.257 (meters)    1664.23  (feet)  COMP
 RL1261  MODELED GRAV-     980,592.0   (mgal)                       NAVD 88
 RL1261
 RL1261  VERT ORDER  -  SECOND    CLASS 0
 RL1261
 RL1261.The horizontal coordinates were scaled from a topographic map and have
 RL1261.an estimated accuracy of +/- 6 seconds.
 RL1261
 RL1261.The orthometric height was determined by differential leveling
 RL1261.and adjusted by the National Geodetic Survey in June 1991..
 RL1261
 RL1261.The geoid height was determined by GEOID03.
 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     -   123,130.      608,310.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1261.See file dsdata.txt to determine how the superseded data were derived.
 RL1261
 RL1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS771286(NAD 83)
 RL1261_MARKER: DB = BENCH MARK DISK
 RL1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1261_STAMPING: A 61 1948
 RL1261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1261+STABILITY: SURFACE MOTION
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL0944 ***********************************************************************
 RL0944  DESIGNATION -  A 62
 RL0944  PID         -  RL0944
 RL0944  STATE/COUNTY-  WI/VILAS
 RL0944  USGS QUAD   -  LAND O' LAKES (1982)
 RL0944
 RL0944                         *CURRENT SURVEY CONTROL
 RL0944  ___________________________________________________________________
 RL0944* NAD 83(1986)-  46 08 58.     (N)    089 12 21.     (W)     SCALED    
 RL0944* NAVD 88     -       519.988  (meters)    1705.99   (feet)  ADJUSTED  
 RL0944  ___________________________________________________________________
 RL0944  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 RL0944  DYNAMIC HT  -         519.984 (meters)    1705.98  (feet)  COMP
 RL0944  MODELED GRAV-     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 topographic map and have
 RL0944.an estimated accuracy of +/- 6 seconds.
 RL0944
 RL0944.The orthometric height was determined by differential leveling
 RL0944.and adjusted by the National Geodetic Survey in June 1991..
 RL0944
 RL0944.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0944.See file dsdata.txt to determine how the superseded data were derived.
 RL0944
 RL0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS296130(NAD 83)
 RL0944_MARKER: DB = BENCH MARK DISK
 RL0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0944_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0944_STAMPING: A 62 1948
 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 = OCTOBER  7, 2006
 RL1074 ***********************************************************************
 RL1074  DESIGNATION -  A 63
 RL1074  PID         -  RL1074
 RL1074  STATE/COUNTY-  WI/VILAS
 RL1074  USGS QUAD   -  PIONEER LAKE (1981)
 RL1074
 RL1074                         *CURRENT SURVEY CONTROL
 RL1074  ___________________________________________________________________
 RL1074* NAD 83(1986)-  46 01 20.     (N)    089 09 23.     (W)     SCALED    
 RL1074* NAVD 88     -       545.159  (meters)    1788.58   (feet)  ADJUSTED  
 RL1074  ___________________________________________________________________
 RL1074  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 RL1074  DYNAMIC HT  -         545.148 (meters)    1788.54  (feet)  COMP
 RL1074  MODELED GRAV-     980,577.5   (mgal)                       NAVD 88
 RL1074
 RL1074  VERT ORDER  -  SECOND    CLASS 0
 RL1074
 RL1074.The horizontal coordinates were scaled from a topographic map and have
 RL1074.an estimated accuracy of +/- 6 seconds.
 RL1074
 RL1074.The orthometric height was determined by differential leveling
 RL1074.and adjusted by the National Geodetic Survey in June 1991..
 RL1074
 RL1074.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1074.See file dsdata.txt to determine how the superseded data were derived.
 RL1074
 RL1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR330987(NAD 83)
 RL1074_MARKER: DB = BENCH MARK DISK
 RL1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1074_STAMPING: A 63 1948
 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 = OCTOBER  7, 2006
 RL0444 ***********************************************************************
 RL0444  DESIGNATION -  A 64
 RL0444  PID         -  RL0444
 RL0444  STATE/COUNTY-  WI/VILAS
 RL0444  USGS QUAD   -  SMOKY LAKE (1981)
 RL0444
 RL0444                         *CURRENT SURVEY CONTROL
 RL0444  ___________________________________________________________________
 RL0444* NAD 83(1986)-  46 01 52.     (N)    088 56 21.     (W)     SCALED    
 RL0444* NAVD 88     -       509.112  (meters)    1670.31   (feet)  ADJUSTED  
 RL0444  ___________________________________________________________________
 RL0444  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 RL0444  DYNAMIC HT  -         509.109 (meters)    1670.30  (feet)  COMP
 RL0444  MODELED GRAV-     980,593.1   (mgal)                       NAVD 88
 RL0444
 RL0444  VERT ORDER  -  SECOND    CLASS 0
 RL0444
 RL0444.The horizontal coordinates were scaled from a topographic map and have
 RL0444.an estimated accuracy of +/- 6 seconds.
 RL0444
 RL0444.The orthometric height was determined by differential leveling
 RL0444.and adjusted by the National Geodetic Survey in June 1991..
 RL0444
 RL0444.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0444.See file dsdata.txt to determine how the superseded data were derived.
 RL0444
 RL0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR499993(NAD 83)
 RL0444_MARKER: DB = BENCH MARK DISK
 RL0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0444_STAMPING: A 64 1948
 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 = OCTOBER  7, 2006
 RL1132 ***********************************************************************
 RL1132  DESIGNATION -  A 65
 RL1132  PID         -  RL1132
 RL1132  STATE/COUNTY-  WI/VILAS
 RL1132  USGS QUAD   -  WINCHESTER (1981)
 RL1132
 RL1132                         *CURRENT SURVEY CONTROL
 RL1132  ___________________________________________________________________
 RL1132* NAD 83(1986)-  46 13 45.     (N)    089 54 05.     (W)     SCALED    
 RL1132* NAVD 88     -       497.009  (meters)    1630.60   (feet)  ADJUSTED  
 RL1132  ___________________________________________________________________
 RL1132  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 RL1132  DYNAMIC HT  -         497.006 (meters)    1630.59  (feet)  COMP
 RL1132  MODELED GRAV-     980,592.4   (mgal)                       NAVD 88
 RL1132
 RL1132  VERT ORDER  -  SECOND    CLASS 0
 RL1132
 RL1132.The horizontal coordinates were scaled from a topographic map and have
 RL1132.an estimated accuracy of +/- 6 seconds.
 RL1132
 RL1132.The orthometric height was determined by differential leveling
 RL1132.and adjusted by the National Geodetic Survey in June 1991..
 RL1132
 RL1132.The geoid height was determined by GEOID03.
 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     -   118,100.      607,610.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1132.See file dsdata.txt to determine how the superseded data were derived.
 RL1132
 RL1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS762236(NAD 83)
 RL1132_MARKER: DD = SURVEY DISK
 RL1132_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL1132_SP_SET: BRIDGE
 RL1132_STAMPING: A 65 1948
 RL1132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1132+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2005
 RL1132
 RL1132  HISTORY     - Date     Condition        Report By
 RL1132  HISTORY     - 1948     MONUMENTED       WIPSC
 RL1132  HISTORY     - 1948     GOOD             NGS
 RL1132  HISTORY     - 20050914 GOOD             WIDT
 RL1132
 RL1132                          STATION DESCRIPTION
 RL1132
 RL1132'DESCRIBED BY NATIONAL 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' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0291 ***********************************************************************
 QL0291  DESIGNATION -  A 7
 QL0291  PID         -  QL0291
 QL0291  STATE/COUNTY-  WI/MARINETTE
 QL0291  USGS QUAD   -  MARINETTE WEST (1975)
 QL0291
 QL0291                         *CURRENT SURVEY CONTROL
 QL0291  ___________________________________________________________________
 QL0291* NAD 83(1986)-  45 04 18.     (N)    087 40 46.     (W)     SCALED    
 QL0291* NAVD 88     -       186.867  (meters)     613.08   (feet)  ADJUSTED  
 QL0291  ___________________________________________________________________
 QL0291  GEOID HEIGHT-         -36.84  (meters)                     GEOID03
 QL0291  DYNAMIC HT  -         186.849 (meters)     613.02  (feet)  COMP
 QL0291  MODELED GRAV-     980,520.2   (mgal)                       NAVD 88
 QL0291
 QL0291  VERT ORDER  -  FIRST     CLASS II
 QL0291
 QL0291.The horizontal coordinates were scaled from a topographic map and have
 QL0291.an estimated accuracy of +/- 6 seconds.
 QL0291
 QL0291.The orthometric height was determined by differential leveling
 QL0291.and adjusted by the National Geodetic Survey in June 1991..
 QL0291
 QL0291.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0291.See file dsdata.txt to determine how the superseded data were derived.
 QL0291
 QL0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ465911(NAD 83)
 QL0291_MARKER: DB = BENCH MARK DISK
 QL0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0291_STAMPING: 613.168 A 7 1930
 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   NGS
 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 NATIONAL 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 = OCTOBER  7, 2006
 NG0350 ***********************************************************************
 NG0350  DESIGNATION -  A 72
 NG0350  PID         -  NG0350
 NG0350  STATE/COUNTY-  WI/MILWAUKEE
 NG0350  USGS QUAD   -  GREENDALE (1976)
 NG0350
 NG0350                         *CURRENT SURVEY CONTROL
 NG0350  ___________________________________________________________________
 NG0350* NAD 83(1986)-  42 56 51.     (N)    087 54 03.     (W)     SCALED    
 NG0350* NAVD 88     -       206.212  (meters)     676.55   (feet)  ADJUSTED  
 NG0350  ___________________________________________________________________
 NG0350  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 NG0350  DYNAMIC HT  -         206.156 (meters)     676.36  (feet)  COMP
 NG0350  MODELED GRAV-     980,341.8   (mgal)                       NAVD 88
 NG0350
 NG0350  VERT ORDER  -  FIRST     CLASS 0
 NG0350
 NG0350.This mark is at General Mitchell Intl Airport (MKE)
 NG0350
 NG0350.The horizontal coordinates were scaled from a topographic map and have
 NG0350.an estimated accuracy of +/- 6 seconds.
 NG0350
 NG0350.The orthometric height was determined by differential leveling
 NG0350.and adjusted by the National Geodetic Survey in June 1991..
 NG0350
 NG0350.The geoid height was determined by GEOID03.
 NG0350
 NG0350.The dynamic height is computed by dividing the NAVD 88
 NG0350.geopotential number by the normal gravity value computed on the
 NG0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0350.degrees latitude (g = 980.6199 gals.).
 NG0350
 NG0350.The modeled gravity was interpolated from observed gravity values.
 NG0350
 NG0350;                    North         East    Units  Estimated Accuracy
 NG0350;SPC WI S     -   107,420.      771,290.      MT  (+/- 180 meters Scaled)
 NG0350
 NG0350                          SUPERSEDED SURVEY CONTROL
 NG0350
 NG0350  NGVD 29 (??/??/92)  206.297  (m)          676.83   (f) ADJ UNCH    1 0
 NG0350
 NG0350.Superseded values are not recommended for survey control.
 NG0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0350.See file dsdata.txt to determine how the superseded data were derived.
 NG0350
 NG0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN265553(NAD 83)
 NG0350_MARKER: DB = BENCH MARK DISK
 NG0350_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NG0350_SP_SET: BUILDING
 NG0350_STAMPING: A 72 1960
 NG0350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0350
 NG0350  HISTORY     - Date     Condition        Report By
 NG0350  HISTORY     - 1960     MONUMENTED       CGS
 NG0350  HISTORY     - 1972     GOOD             NGS
 NG0350  HISTORY     - 1976     GOOD             NGS
 NG0350  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 NG0350
 NG0350                          STATION DESCRIPTION
 NG0350
 NG0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 NG0350'AT GENERAL MITCHELL FIELD.
 NG0350'AT GENERAL MITCHELL FIELD AIRPORT, NEAR THE CONTROL TOWER, 96
 NG0350'FEET EAST OF THE SOUTHEAST CORNER OF THE CONTROL BUILDING,
 NG0350'INSIDE OF A SMALL ROOM BELOW THE CENTER CONCOURSE LEADING
 NG0350'EASTERLY, 15 FEET NORTH OF A WIDE DOORWAY IN SOUTH WALL, 3.3
 NG0350'FEET SOUTH OF A DOORWAY IN THE NORTH WALL, SET VERTICALLY IN
 NG0350'THE EAST BRICK FACE OF WEST WALL OF SMALL ROOM WHICH IS NOW
 NG0350'USED AS A TRASH ROOM AND 3 1/2 FEET ABOVE THE LEVEL OF THE FLOOR.
 NG0350'SEC 28, T6N, R22E
 NG0350
 NG0350                          STATION RECOVERY (1976)
 NG0350
 NG0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NG0350'RECOVERED IN GOOD CONDITION.
 NG0350
 NG0350                          STATION RECOVERY (1991)
 NG0350
 NG0350'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCB)
 NG0350'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0183 ***********************************************************************
 ON0183  DESIGNATION -  A 79
 ON0183  PID         -  ON0183
 ON0183  STATE/COUNTY-  WI/VERNON
 ON0183  USGS QUAD   -  STODDARD (1983)
 ON0183
 ON0183                         *CURRENT SURVEY CONTROL
 ON0183  ___________________________________________________________________
 ON0183* NAD 83(1986)-  43 39 40.     (N)    091 13 13.     (W)     SCALED    
 ON0183* NAVD 88     -       196.704  (meters)     645.35   (feet)  ADJUSTED  
 ON0183  ___________________________________________________________________
 ON0183  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 ON0183  DYNAMIC HT  -         196.662 (meters)     645.22  (feet)  COMP
 ON0183  MODELED GRAV-     980,401.7   (mgal)                       NAVD 88
 ON0183
 ON0183  VERT ORDER  -  FIRST     CLASS I
 ON0183
 ON0183.The horizontal coordinates were scaled from a topographic map and have
 ON0183.an estimated accuracy of +/- 6 seconds.
 ON0183
 ON0183.The orthometric height was determined by differential leveling
 ON0183.and adjusted by the National Geodetic Survey in June 1991..
 ON0183.WARNING-Repeat measurements at this control monument indicate possible
 ON0183.vertical movement.
 ON0183
 ON0183.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0183.See file dsdata.txt to determine how the superseded data were derived.
 ON0183
 ON0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ434357(NAD 83)
 ON0183_MARKER: DB = BENCH MARK DISK
 ON0183_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ON0183_SP_SET: CONCRETE FOUNDATION
 ON0183_STAMPING: A 79 1934
 ON0183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  7, 2006
 PO0032 ***********************************************************************
 PO0032  DESIGNATION -  A 8
 PO0032  PID         -  PO0032
 PO0032  STATE/COUNTY-  WI/WOOD
 PO0032  USGS QUAD   -  ARPIN (1979)
 PO0032
 PO0032                         *CURRENT SURVEY CONTROL
 PO0032  ___________________________________________________________________
 PO0032* NAD 83(1986)-  44 32 26.     (N)    090 02 03.     (W)     SCALED    
 PO0032* NAVD 88     -       352.478  (meters)    1156.42   (feet)  ADJUSTED  
 PO0032  ___________________________________________________________________
 PO0032  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 PO0032  DYNAMIC HT  -         352.422 (meters)    1156.24  (feet)  COMP
 PO0032  MODELED GRAV-     980,449.2   (mgal)                       NAVD 88
 PO0032
 PO0032  VERT ORDER  -  FIRST     CLASS II
 PO0032
 PO0032.The horizontal coordinates were scaled from a topographic map and have
 PO0032.an estimated accuracy of +/- 6 seconds.
 PO0032
 PO0032.The orthometric height was determined by differential leveling
 PO0032.and adjusted by the National Geodetic Survey in June 1991..
 PO0032
 PO0032.The geoid height was determined by GEOID03.
 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     -    78,590.      597,290.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0032.See file dsdata.txt to determine how the superseded data were derived.
 PO0032
 PO0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK356361(NAD 83)
 PO0032_MARKER: DB = BENCH MARK DISK
 PO0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0032_STAMPING: A 8 1930
 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             NGS
 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 NATIONAL 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 = OCTOBER  7, 2006
 ON0170 ***********************************************************************
 ON0170  DESIGNATION -  A 80
 ON0170  PID         -  ON0170
 ON0170  STATE/COUNTY-  WI/VERNON
 ON0170  USGS QUAD   -  VIROQUA (1985)
 ON0170
 ON0170                         *CURRENT SURVEY CONTROL
 ON0170  ___________________________________________________________________
 ON0170* NAD 83(1986)-  43 30 38.     (N)    090 52 42.     (W)     SCALED    
 ON0170* NAVD 88     -       407.876  (meters)    1338.17   (feet)  ADJUSTED  
 ON0170  ___________________________________________________________________
 ON0170  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 ON0170  DYNAMIC HT  -         407.775 (meters)    1337.84  (feet)  COMP
 ON0170  MODELED GRAV-     980,359.1   (mgal)                       NAVD 88
 ON0170
 ON0170  VERT ORDER  -  SECOND    CLASS 0
 ON0170
 ON0170.The horizontal coordinates were scaled from a topographic map and have
 ON0170.an estimated accuracy of +/- 6 seconds.
 ON0170
 ON0170.The orthometric height was determined by differential leveling
 ON0170.and adjusted by the National Geodetic Survey in June 1991..
 ON0170
 ON0170.The geoid height was determined by GEOID03.
 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     -   168,180.      528,980.      MT  (+/- 180 meters Scaled)
 ON0170
 ON0170                          SUPERSEDED SURVEY CONTROL
 ON0170
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0170.See file dsdata.txt to determine how the superseded data were derived.
 ON0170
 ON0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ714197(NAD 83)
 ON0170_MARKER: DB = BENCH MARK DISK
 ON0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0170_STAMPING: A 80 1934
 ON0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0170+STABILITY: SURFACE MOTION
 ON0170
 ON0170  HISTORY     - Date     Condition        Report By
 ON0170  HISTORY     - 1934     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0094 ***********************************************************************
 ON0094  DESIGNATION -  A 81
 ON0094  PID         -  ON0094
 ON0094  STATE/COUNTY-  WI/IOWA
 ON0094  USGS QUAD   -  LONE ROCK (1983)
 ON0094
 ON0094                         *CURRENT SURVEY CONTROL
 ON0094  ___________________________________________________________________
 ON0094* NAD 83(1986)-  43 08 51.     (N)    090 12 22.     (W)     SCALED    
 ON0094* NAVD 88     -       216.166  (meters)     709.20   (feet)  ADJUSTED  
 ON0094  ___________________________________________________________________
 ON0094  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 ON0094  DYNAMIC HT  -         216.108 (meters)     709.01  (feet)  COMP
 ON0094  MODELED GRAV-     980,349.0   (mgal)                       NAVD 88
 ON0094
 ON0094  VERT ORDER  -  SECOND    CLASS 0
 ON0094
 ON0094.The horizontal coordinates were scaled from a topographic map and have
 ON0094.an estimated accuracy of +/- 6 seconds.
 ON0094
 ON0094.The orthometric height was determined by differential leveling
 ON0094.and adjusted by the National Geodetic Survey in June 1991..
 ON0094
 ON0094.The geoid height was determined by GEOID03.
 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     -   127,500.      583,240.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0094.See file dsdata.txt to determine how the superseded data were derived.
 ON0094
 ON0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH271809(NAD 83)
 ON0094_MARKER: DB = BENCH MARK DISK
 ON0094_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ON0094_SP_SET: CULVERT
 ON0094_STAMPING: A 81 1934
 ON0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  7, 2006
 ON0008 ***********************************************************************
 ON0008  DESIGNATION -  A 82
 ON0008  PID         -  ON0008
 ON0008  STATE/COUNTY-  WI/VERNON
 ON0008  USGS QUAD   -  VALTON (1983)
 ON0008
 ON0008                         *CURRENT SURVEY CONTROL
 ON0008  ___________________________________________________________________
 ON0008* NAD 83(1986)-  43 36 44.     (N)    090 21 27.     (W)     SCALED    
 ON0008* NAVD 88     -       309.822  (meters)    1016.47   (feet)  ADJUSTED  
 ON0008  ___________________________________________________________________
 ON0008  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 ON0008  DYNAMIC HT  -         309.741 (meters)    1016.21  (feet)  COMP
 ON0008  MODELED GRAV-     980,351.2   (mgal)                       NAVD 88
 ON0008
 ON0008  VERT ORDER  -  SECOND    CLASS 0
 ON0008
 ON0008.The horizontal coordinates were scaled from a topographic map and have
 ON0008.an estimated accuracy of +/- 6 seconds.
 ON0008
 ON0008.The orthometric height was determined by differential leveling
 ON0008.and adjusted by the National Geodetic Survey in June 1991..
 ON0008
 ON0008.The geoid height was determined by GEOID03.
 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     -   179,170.      571,140.      MT  (+/- 180 meters Scaled)
 ON0008
 ON0008                          SUPERSEDED SURVEY CONTROL
 ON0008
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0008.See file dsdata.txt to determine how the superseded data were derived.
 ON0008
 ON0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ132321(NAD 83)
 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 - January 10, 2002
 ON0008
 ON0008  HISTORY     - Date     Condition        Report By
 ON0008  HISTORY     - 1934     MONUMENTED       CGS
 ON0008  HISTORY     - 20020110 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0322 ***********************************************************************
 OM0322  DESIGNATION -  A 84
 OM0322  PID         -  OM0322
 OM0322  STATE/COUNTY-  WI/COLUMBIA
 OM0322  USGS QUAD   -  PINE ISLAND (1979)
 OM0322
 OM0322                         *CURRENT SURVEY CONTROL
 OM0322  ___________________________________________________________________
 OM0322* NAD 83(1986)-  43 33 21.     (N)    089 30 16.     (W)     SCALED    
 OM0322* NAVD 88     -       254.045  (meters)     833.48   (feet)  ADJUSTED  
 OM0322  ___________________________________________________________________
 OM0322  GEOID HEIGHT-         -35.50  (meters)                     GEOID03
 OM0322  DYNAMIC HT  -         253.982 (meters)     833.27  (feet)  COMP
 OM0322  MODELED GRAV-     980,365.8   (mgal)                       NAVD 88
 OM0322
 OM0322  VERT ORDER  -  SECOND    CLASS 0
 OM0322
 OM0322.The horizontal coordinates were scaled from a topographic map and have
 OM0322.an estimated accuracy of +/- 6 seconds.
 OM0322
 OM0322.The orthometric height was determined by differential leveling
 OM0322.and adjusted by the National Geodetic Survey in June 1991..
 OM0322
 OM0322.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0322.See file dsdata.txt to determine how the superseded data were derived.
 OM0322
 OM0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP977255(NAD 83)
 OM0322_MARKER: DB = BENCH MARK DISK
 OM0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0322_STAMPING: A-84 1934
 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 = OCTOBER  7, 2006
 OM0151 ***********************************************************************
 OM0151  DESIGNATION -  A 85
 OM0151  PID         -  OM0151
 OM0151  STATE/COUNTY-  WI/DODGE
 OM0151  USGS QUAD   -  FOX LAKE (1980)
 OM0151
 OM0151                         *CURRENT SURVEY CONTROL
 OM0151  ___________________________________________________________________
 OM0151* NAD 83(1986)-  43 33 38.     (N)    088 54 34.     (W)     SCALED    
 OM0151* NAVD 88     -       270.125  (meters)     886.24   (feet)  ADJUSTED  
 OM0151  ___________________________________________________________________
 OM0151  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 OM0151  DYNAMIC HT  -         270.062 (meters)     886.03  (feet)  COMP
 OM0151  MODELED GRAV-     980,382.1   (mgal)                       NAVD 88
 OM0151
 OM0151  VERT ORDER  -  SECOND    CLASS 0
 OM0151
 OM0151.The horizontal coordinates were scaled from a topographic map and have
 OM0151.an estimated accuracy of +/- 6 seconds.
 OM0151
 OM0151.The orthometric height was determined by differential leveling
 OM0151.and adjusted by the National Geodetic Survey in June 1991..
 OM0151
 OM0151.The geoid height was determined by GEOID03.
 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     -   173,940.      688,100.      MT  (+/- 180 meters Scaled)
 OM0151
 OM0151                          SUPERSEDED SURVEY CONTROL
 OM0151
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0151.See file dsdata.txt to determine how the superseded data were derived.
 OM0151
 OM0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP457248(NAD 83)
 OM0151_MARKER: DB = BENCH MARK DISK
 OM0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0151_SP_SET: 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 - May 28, 2003
 OM0151
 OM0151  HISTORY     - Date     Condition        Report By
 OM0151  HISTORY     - 1934     MONUMENTED       CGS
 OM0151  HISTORY     - 1943     GOOD             NGS
 OM0151  HISTORY     - 20030528 GOOD             WIDT
 OM0151  HISTORY     - 20030816 MARK NOT FOUND   USPSQD
 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0061 ***********************************************************************
 OM0061  DESIGNATION -  A 86
 OM0061  PID         -  OM0061
 OM0061  STATE/COUNTY-  WI/WASHINGTON
 OM0061  USGS QUAD   -  HARTFORD WEST (1976)
 OM0061
 OM0061                         *CURRENT SURVEY CONTROL
 OM0061  ___________________________________________________________________
 OM0061* NAD 83(1986)-  43 19 13.     (N)    088 22 47.     (W)     SCALED    
 OM0061* NAVD 88     -       300.378  (meters)     985.49   (feet)  ADJUSTED  
 OM0061  ___________________________________________________________________
 OM0061  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 OM0061  DYNAMIC HT  -         300.305 (meters)     985.25  (feet)  COMP
 OM0061  MODELED GRAV-     980,367.6   (mgal)                       NAVD 88
 OM0061
 OM0061  VERT ORDER  -  SECOND    CLASS 0
 OM0061
 OM0061.The horizontal coordinates were scaled from a topographic map and have
 OM0061.an estimated accuracy of +/- 6 seconds.
 OM0061
 OM0061.The orthometric height was determined by differential leveling
 OM0061.and adjusted by the National Geodetic Survey in June 1991..
 OM0061
 OM0061.The geoid height was determined by GEOID03.
 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     -   147,950.      731,410.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0061.See file dsdata.txt to determine how the superseded data were derived.
 OM0061
 OM0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN881973(NAD 83)
 OM0061_MARKER: DB = BENCH MARK DISK
 OM0061_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OM0061_SP_SET: BUILDING
 OM0061_STAMPING: A-86 1934
 OM0061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0061
 OM0061  HISTORY     - Date     Condition        Report By
 OM0061  HISTORY     - 1934     MONUMENTED       CGS
 OM0061  HISTORY     - 1945     GOOD             NGS
 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 NATIONAL 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 = OCTOBER  7, 2006
 OL0071 ***********************************************************************
 OL0071  DESIGNATION -  A 87
 OL0071  PID         -  OL0071
 OL0071  STATE/COUNTY-  WI/OZAUKEE
 OL0071  USGS QUAD   -  PORT WASHINGTON WEST (1994)
 OL0071
 OL0071                         *CURRENT SURVEY CONTROL
 OL0071  ___________________________________________________________________
 OL0071* NAD 83(1986)-  43 23 13.     (N)    087 52 55.     (W)     SCALED    
 OL0071* NAVD 88     -       204.481  (meters)     670.87   (feet)  ADJUSTED  
 OL0071  ___________________________________________________________________
 OL0071  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 OL0071  DYNAMIC HT  -         204.435 (meters)     670.72  (feet)  COMP
 OL0071  MODELED GRAV-     980,390.6   (mgal)                       NAVD 88
 OL0071
 OL0071  VERT ORDER  -  SECOND    CLASS 0
 OL0071
 OL0071.The horizontal coordinates were scaled from a topographic map and have
 OL0071.an estimated accuracy of +/- 6 seconds.
 OL0071
 OL0071.The orthometric height was determined by differential leveling
 OL0071.and adjusted by the National Geodetic Survey in June 1991..
 OL0071
 OL0071.The geoid height was determined by GEOID03.
 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     -   156,260.      771,590.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0071.See file dsdata.txt to determine how the superseded data were derived.
 OL0071
 OL0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP285041(NAD 83)
 OL0071_MARKER: DB = BENCH MARK DISK
 OL0071_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OL0071_SP_SET: FOUNDATION
 OL0071_STAMPING: A-87 1934
 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 = OCTOBER  7, 2006
 PM0103 ***********************************************************************
 PM0103  DESIGNATION -  A 89
 PM0103  PID         -  PM0103
 PM0103  STATE/COUNTY-  WI/MANITOWOC
 PM0103  USGS QUAD   -  DENMARK (1978)
 PM0103
 PM0103                         *CURRENT SURVEY CONTROL
 PM0103  ___________________________________________________________________
 PM0103* NAD 83(1986)-  44 15 23.     (N)    087 46 35.     (W)     SCALED    
 PM0103* NAVD 88     -       240.199  (meters)     788.05   (feet)  ADJUSTED  
 PM0103  ___________________________________________________________________
 PM0103  GEOID HEIGHT-         -36.06  (meters)                     GEOID03
 PM0103  DYNAMIC HT  -         240.163 (meters)     787.93  (feet)  COMP
 PM0103  MODELED GRAV-     980,464.6   (mgal)                       NAVD 88
 PM0103
 PM0103  VERT ORDER  -  SECOND    CLASS I
 PM0103
 PM0103.The horizontal coordinates were scaled from a topographic map and have
 PM0103.an estimated accuracy of +/- 6 seconds.
 PM0103
 PM0103.The orthometric height was determined by differential leveling
 PM0103.and adjusted by the National Geodetic Survey in May 2003..
 PM0103.WARNING-Repeat measurements at this control monument indicate possible
 PM0103.vertical movement.
 PM0103
 PM0103.The geoid height was determined by GEOID03.
 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     -   253,040.      777,560.      MT  (+/- 180 meters Scaled)
 PM0103
 PM0103                          SUPERSEDED SURVEY CONTROL
 PM0103
 PM0103  NAVD 88 (06/15/91)  240.205  (m)          788.07   (f) UNKNOWN     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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0103.See file dsdata.txt to determine how the superseded data were derived.
 PM0103
 PM0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ380006(NAD 83)
 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 - May 15, 2003
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0263 ***********************************************************************
 OL0263  DESIGNATION -  A 90
 OL0263  PID         -  OL0263
 OL0263  STATE/COUNTY-  WI/SHEBOYGAN
 OL0263  USGS QUAD   -  FRANKLIN (1992)
 OL0263
 OL0263                         *CURRENT SURVEY CONTROL
 OL0263  ___________________________________________________________________
 OL0263* NAD 83(1986)-  43 45 26.     (N)    087 59 17.     (W)     SCALED    
 OL0263* NAVD 88     -       264.331  (meters)     867.23   (feet)  ADJUSTED  
 OL0263  ___________________________________________________________________
 OL0263  GEOID HEIGHT-         -35.57  (meters)                     GEOID03
 OL0263  DYNAMIC HT  -         264.277 (meters)     867.05  (feet)  COMP
 OL0263  MODELED GRAV-     980,405.2   (mgal)                       NAVD 88
 OL0263
 OL0263  VERT ORDER  -  SECOND    CLASS 0
 OL0263
 OL0263.The horizontal coordinates were scaled from a topographic map and have
 OL0263.an estimated accuracy of +/- 6 seconds.
 OL0263
 OL0263.The orthometric height was determined by differential leveling
 OL0263.and adjusted by the National Geodetic Survey in June 1991..
 OL0263
 OL0263.The geoid height was determined by GEOID03.
 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     -   197,170.      762,000.      MT  (+/- 180 meters Scaled)
 OL0263
 OL0263                          SUPERSEDED SURVEY CONTROL
 OL0263
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0263.See file dsdata.txt to determine how the superseded data were derived.
 OL0263
 OL0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP204453(NAD 83)
 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 - December 04, 2003
 OL0263
 OL0263  HISTORY     - Date     Condition        Report By
 OL0263  HISTORY     - 1934     MONUMENTED       CGS
 OL0263  HISTORY     - 20010525 GOOD             WIDT
 OL0263  HISTORY     - 20031204 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0006 ***********************************************************************
 OM0006  DESIGNATION -  A 91
 OM0006  PID         -  OM0006
 OM0006  STATE/COUNTY-  WI/MANITOWOC
 OM0006  USGS QUAD   -  KIEL (1992)
 OM0006
 OM0006                         *CURRENT SURVEY CONTROL
 OM0006  ___________________________________________________________________
 OM0006* NAD 83(1986)-  43 54 47.     (N)    088 02 06.     (W)     SCALED    
 OM0006* NAVD 88     -       284.526  (meters)     933.48   (feet)  ADJUSTED  
 OM0006  ___________________________________________________________________
 OM0006  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 OM0006  DYNAMIC HT  -         284.470 (meters)     933.30  (feet)  COMP
 OM0006  MODELED GRAV-     980,412.8   (mgal)                       NAVD 88
 OM0006
 OM0006  VERT ORDER  -  SECOND    CLASS 0
 OM0006
 OM0006.The horizontal coordinates were scaled from a topographic map and have
 OM0006.an estimated accuracy of +/- 6 seconds.
 OM0006
 OM0006.The orthometric height was determined by differential leveling
 OM0006.and adjusted by the National Geodetic Survey in June 1991..
 OM0006
 OM0006.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0006.See file dsdata.txt to determine how the superseded data were derived.
 OM0006
 OM0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP168627(NAD 83)
 OM0006_MARKER: DB = BENCH MARK DISK
 OM0006_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OM0006_SP_SET: CONCRETE FOUNDATION
 OM0006_STAMPING: A-91 1934 933.440
 OM0006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0006
 OM0006  HISTORY     - Date     Condition        Report By
 OM0006  HISTORY     - 1934     MONUMENTED       CGS
 OM0006  HISTORY     - 1947     GOOD             NGS
 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 NATIONAL 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 = OCTOBER  7, 2006
 PM0164 ***********************************************************************
 PM0164  DESIGNATION -  A 92
 PM0164  PID         -  PM0164
 PM0164  STATE/COUNTY-  WI/MANITOWOC
 PM0164  USGS QUAD   -  VALDERS (1992)
 PM0164
 PM0164                         *CURRENT SURVEY CONTROL
 PM0164  ___________________________________________________________________
 PM0164* NAD 83(1986)-  44 05 09.     (N)    087 58 50.     (W)     SCALED    
 PM0164* NAVD 88     -       246.751  (meters)     809.55   (feet)  ADJUSTED  
 PM0164  ___________________________________________________________________
 PM0164  GEOID HEIGHT-         -35.99  (meters)                     GEOID03
 PM0164  DYNAMIC HT  -         246.707 (meters)     809.40  (feet)  COMP
 PM0164  MODELED GRAV-     980,436.8   (mgal)                       NAVD 88
 PM0164
 PM0164  VERT ORDER  -  SECOND    CLASS 0
 PM0164
 PM0164.The horizontal coordinates were scaled from a topographic map and have
 PM0164.an estimated accuracy of +/- 6 seconds.
 PM0164
 PM0164.The orthometric height was determined by differential leveling
 PM0164.and adjusted by the National Geodetic Survey in June 1991..
 PM0164
 PM0164.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0164.See file dsdata.txt to determine how the superseded data were derived.
 PM0164
 PM0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP214818(NAD 83)
 PM0164_MARKER: DB = BENCH MARK DISK
 PM0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PM0164_STAMPING: A-92 1934
 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 = OCTOBER  7, 2006
 PN0239 ***********************************************************************
 PN0239  DESIGNATION -  A 93
 PN0239  PID         -  PN0239
 PN0239  STATE/COUNTY-  WI/OUTAGAMIE
 PN0239  USGS QUAD   -  HORTONVILLE (1975)
 PN0239
 PN0239                         *CURRENT SURVEY CONTROL
 PN0239  ___________________________________________________________________
 PN0239* NAD 83(1986)-  44 17 07.     (N)    088 43 06.     (W)     SCALED    
 PN0239* NAVD 88     -       257.155  (meters)     843.68   (feet)  ADJUSTED  
 PN0239  ___________________________________________________________________
 PN0239  GEOID HEIGHT-         -36.43  (meters)                     GEOID03
 PN0239  DYNAMIC HT  -         257.110 (meters)     843.54  (feet)  COMP
 PN0239  MODELED GRAV-     980,436.9   (mgal)                       NAVD 88
 PN0239
 PN0239  VERT ORDER  -  SECOND    CLASS 0
 PN0239
 PN0239.The horizontal coordinates were scaled from a topographic map and have
 PN0239.an estimated accuracy of +/- 6 seconds.
 PN0239
 PN0239.The orthometric height was determined by differential leveling
 PN0239.and adjusted by the National Geodetic Survey in June 1991..
 PN0239
 PN0239.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0239.See file dsdata.txt to determine how the superseded data were derived.
 PN0239
 PN0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ628049(NAD 83)
 PN0239_MARKER: DB = BENCH MARK DISK
 PN0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0239_STAMPING: A-93 1934
 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 = OCTOBER  7, 2006
 OM0125 ***********************************************************************
 OM0125  DESIGNATION -  A 94
 OM0125  PID         -  OM0125
 OM0125  STATE/COUNTY-  WI/WINNEBAGO
 OM0125  USGS QUAD   -  VAN DYNE (1992)
 OM0125
 OM0125                         *CURRENT SURVEY CONTROL
 OM0125  ___________________________________________________________________
 OM0125* NAD 83(1986)-  43 58 55.     (N)    088 37 23.     (W)     SCALED    
 OM0125* NAVD 88     -       254.805  (meters)     835.97   (feet)  ADJUSTED  
 OM0125  ___________________________________________________________________
 OM0125  GEOID HEIGHT-         -36.21  (meters)                     GEOID03
 OM0125  DYNAMIC HT  -         254.753 (meters)     835.80  (feet)  COMP
 OM0125  MODELED GRAV-     980,409.6   (mgal)                       NAVD 88
 OM0125
 OM0125  VERT ORDER  -  SECOND    CLASS 0
 OM0125
 OM0125.The horizontal coordinates were scaled from a topographic map and have
 OM0125.an estimated accuracy of +/- 6 seconds.
 OM0125
 OM0125.The orthometric height was determined by differential leveling
 OM0125.and adjusted by the National Geodetic Survey in June 1991..
 OM0125
 OM0125.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0125.See file dsdata.txt to determine how the superseded data were derived.
 OM0125
 OM0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP698711(NAD 83)
 OM0125_MARKER: DB = BENCH MARK DISK
 OM0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0125_STAMPING: A 94 1934
 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             NGS
 OM0125  HISTORY     - 20031217 MARK NOT FOUND   USPSQD
 OM0125
 OM0125                          STATION DESCRIPTION
 OM0125
 OM0125'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 OM0126 ***********************************************************************
 OM0126  DESIGNATION -  A 94 RESET
 OM0126  PID         -  OM0126
 OM0126  STATE/COUNTY-  WI/WINNEBAGO
 OM0126  USGS QUAD   -  VAN DYNE (1992)
 OM0126
 OM0126                         *CURRENT SURVEY CONTROL
 OM0126  ___________________________________________________________________
 OM0126* NAD 83(1986)-  43 58 55.     (N)    088 37 23.     (W)     SCALED    
 OM0126* NAVD 88     -       255.176  (meters)     837.19   (feet)  ADJUSTED  
 OM0126  ___________________________________________________________________
 OM0126  GEOID HEIGHT-         -36.21  (meters)                     GEOID03
 OM0126  DYNAMIC HT  -         255.124 (meters)     837.02  (feet)  COMP
 OM0126  MODELED GRAV-     980,409.6   (mgal)                       NAVD 88
 OM0126
 OM0126  VERT ORDER  -  SECOND    CLASS I
 OM0126
 OM0126.The horizontal coordinates were scaled from a topographic map and have
 OM0126.an estimated accuracy of +/- 6 seconds.
 OM0126
 OM0126.The orthometric height was determined by differential leveling
 OM0126.and adjusted by the National Geodetic Survey in February 2001..
 OM0126.No vertical observational check was made to the station.
 OM0126
 OM0126.The geoid height was determined by GEOID03.
 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     -   221,090.      710,470.      MT  (+/- 180 meters Scaled)
 OM0126
 OM0126                          SUPERSEDED SURVEY CONTROL
 OM0126
 OM0126  NGVD 29 (09/01/04)  255.20   (m)          837.3    (f) RESET       3  
 OM0126
 OM0126.Superseded values are not recommended for survey control.
 OM0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0126.See file dsdata.txt to determine how the superseded data were derived.
 OM0126
 OM0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP698711(NAD 83)
 OM0126_MARKER: DB = BENCH MARK DISK
 OM0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0126_STAMPING: A 94 RESET 1964
 OM0126_MARK LOGO: CGS   
 OM0126_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM0126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0126+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0305 ***********************************************************************
 OM0305  DESIGNATION -  A 95
 OM0305  PID         -  OM0305
 OM0305  STATE/COUNTY-  WI/MARQUETTE
 OM0305  USGS QUAD   -  PRINCETON WEST (1984)
 OM0305
 OM0305                         *CURRENT SURVEY CONTROL
 OM0305  ___________________________________________________________________
 OM0305* NAD 83(1986)-  43 49 49.     (N)    089 13 57.     (W)     SCALED    
 OM0305* NAVD 88     -       239.600  (meters)     786.09   (feet)  ADJUSTED  
 OM0305  ___________________________________________________________________
 OM0305  GEOID HEIGHT-         -36.03  (meters)                     GEOID03
 OM0305  DYNAMIC HT  -         239.546 (meters)     785.91  (feet)  COMP
 OM0305  MODELED GRAV-     980,387.2   (mgal)                       NAVD 88
 OM0305
 OM0305  VERT ORDER  -  SECOND    CLASS 0
 OM0305
 OM0305.The horizontal coordinates were scaled from a topographic map and have
 OM0305.an estimated accuracy of +/- 6 seconds.
 OM0305
 OM0305.The orthometric height was determined by differential leveling
 OM0305.and adjusted by the National Geodetic Survey in June 1991..
 OM0305
 OM0305.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0305.See file dsdata.txt to determine how the superseded data were derived.
 OM0305
 OM0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP205554(NAD 83)
 OM0305_MARKER: P = PIPE CAP
 OM0305_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OM0305_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OM0305_STAMPING: A 95 1934
 OM0305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0305
 OM0305  HISTORY     - Date     Condition        Report By
 OM0305  HISTORY     - 1934     MONUMENTED       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 = OCTOBER  7, 2006
 OM0507 ***********************************************************************
 OM0507  DESIGNATION -  A 96
 OM0507  PID         -  OM0507
 OM0507  STATE/COUNTY-  WI/ADAMS
 OM0507  USGS QUAD   -  ADAMS (1983)
 OM0507
 OM0507                         *CURRENT SURVEY CONTROL
 OM0507  ___________________________________________________________________
 OM0507* NAD 83(1986)-  43 56 40.     (N)    089 47 51.     (W)     SCALED    
 OM0507* NAVD 88     -       296.939  (meters)     974.21   (feet)  ADJUSTED  
 OM0507  ___________________________________________________________________
 OM0507  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 OM0507  DYNAMIC HT  -         296.876 (meters)     974.00  (feet)  COMP
 OM0507  MODELED GRAV-     980,397.8   (mgal)                       NAVD 88
 OM0507
 OM0507  VERT ORDER  -  SECOND    CLASS 0
 OM0507
 OM0507.The horizontal coordinates were scaled from a topographic map and have
 OM0507.an estimated accuracy of +/- 6 seconds.
 OM0507
 OM0507.The orthometric height was determined by differential leveling
 OM0507.and adjusted by the National Geodetic Survey in June 1991..
 OM0507
 OM0507.The geoid height was determined by GEOID03.
 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     -   216,030.      616,260.      MT  (+/- 180 meters Scaled)
 OM0507
 OM0507                          SUPERSEDED SURVEY CONTROL
 OM0507
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0507.See file dsdata.txt to determine how the superseded data were derived.
 OM0507
 OM0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP755695(NAD 83)
 OM0507_MARKER: DB = BENCH MARK DISK
 OM0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0507_SP_SET: 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 - April 30, 2003
 OM0507
 OM0507  HISTORY     - Date     Condition        Report By
 OM0507  HISTORY     - 1934     MONUMENTED       CGS
 OM0507  HISTORY     - 1943     GOOD             NGS
 OM0507  HISTORY     - 1983     MARK NOT FOUND   USGS
 OM0507  HISTORY     - 19950903 MARK NOT FOUND   USPSQD
 OM0507  HISTORY     - 20030430 GOOD             WIDT
 OM0507
 OM0507                          STATION DESCRIPTION
 OM0507
 OM0507'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0414 ***********************************************************************
 PN0414  DESIGNATION -  A 97
 PN0414  PID         -  PN0414
 PN0414  STATE/COUNTY-  WI/PORTAGE
 PN0414  USGS QUAD   -  ALMOND (1969)
 PN0414
 PN0414                         *CURRENT SURVEY CONTROL
 PN0414  ___________________________________________________________________
 PN0414* NAD 83(1986)-  44 15 19.     (N)    089 23 10.     (W)     SCALED    
 PN0414* NAVD 88     -       353.422  (meters)    1159.52   (feet)  ADJUSTED  
 PN0414  ___________________________________________________________________
 PN0414  GEOID HEIGHT-         -36.06  (meters)                     GEOID03
 PN0414  DYNAMIC HT  -         353.347 (meters)    1159.27  (feet)  COMP
 PN0414  MODELED GRAV-     980,397.0   (mgal)                       NAVD 88
 PN0414
 PN0414  VERT ORDER  -  SECOND    CLASS 0
 PN0414
 PN0414.The horizontal coordinates were scaled from a topographic map and have
 PN0414.an estimated accuracy of +/- 6 seconds.
 PN0414
 PN0414.The orthometric height was determined by differential leveling
 PN0414.and adjusted by the National Geodetic Survey in June 1991..
 PN0414
 PN0414.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0414.See file dsdata.txt to determine how the superseded data were derived.
 PN0414
 PN0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ095029(NAD 83)
 PN0414_MARKER: DB = BENCH MARK DISK
 PN0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0414_STAMPING: A-97 1934
 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
 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 = OCTOBER  7, 2006
 PN0460 ***********************************************************************
 PN0460  DESIGNATION -  A 98
 PN0460  PID         -  PN0460
 PN0460  STATE/COUNTY-  WI/WAUSHARA
 PN0460  USGS QUAD   -  SPRING LAKE (1961)
 PN0460
 PN0460                         *CURRENT SURVEY CONTROL
 PN0460  ___________________________________________________________________
 PN0460* NAD 83(1986)-  44 00 39.     (N)    089 10 20.     (W)     SCALED    
 PN0460* NAVD 88     -       253.118  (meters)     830.44   (feet)  ADJUSTED  
 PN0460  ___________________________________________________________________
 PN0460  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 PN0460  DYNAMIC HT  -         253.065 (meters)     830.26  (feet)  COMP
 PN0460  MODELED GRAV-     980,404.3   (mgal)                       NAVD 88
 PN0460
 PN0460  VERT ORDER  -  SECOND    CLASS 0
 PN0460
 PN0460.The horizontal coordinates were scaled from a topographic map and have
 PN0460.an estimated accuracy of +/- 6 seconds.
 PN0460
 PN0460.The orthometric height was determined by differential leveling
 PN0460.and adjusted by the National Geodetic Survey in June 1991..
 PN0460
 PN0460.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0460.See file dsdata.txt to determine how the superseded data were derived.
 PN0460
 PN0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP258753(NAD 83)
 PN0460_MARKER: DB = BENCH MARK DISK
 PN0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0460_STAMPING: A-98 1934
 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 = OCTOBER  7, 2006
 PN0459 ***********************************************************************
 PN0459  DESIGNATION -  A 99
 PN0459  PID         -  PN0459
 PN0459  STATE/COUNTY-  WI/WAUSHARA
 PN0459  USGS QUAD   -  PLAINFIELD (1983)
 PN0459
 PN0459                         *CURRENT SURVEY CONTROL
 PN0459  ___________________________________________________________________
 PN0459* NAD 83(1986)-  44 11 43.     (N)    089 29 49.     (W)     SCALED    
 PN0459* NAVD 88     -       345.426  (meters)    1133.29   (feet)  ADJUSTED  
 PN0459  ___________________________________________________________________
 PN0459  GEOID HEIGHT-         -35.95  (meters)                     GEOID03
 PN0459  DYNAMIC HT  -         345.351 (meters)    1133.04  (feet)  COMP
 PN0459  MODELED GRAV-     980,391.6   (mgal)                       NAVD 88
 PN0459
 PN0459  VERT ORDER  -  SECOND    CLASS 0
 PN0459
 PN0459.The horizontal coordinates were scaled from a topographic map and have
 PN0459.an estimated accuracy of +/- 6 seconds.
 PN0459
 PN0459.The orthometric height was determined by differential leveling
 PN0459.and adjusted by the National Geodetic Survey in June 1991..
 PN0459
 PN0459.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0459.See file dsdata.txt to determine how the superseded data were derived.
 PN0459
 PN0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP004965(NAD 83)
 PN0459_MARKER: DB = BENCH MARK DISK
 PN0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0459_STAMPING: A-99 1934
 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 = OCTOBER  7, 2006
 AA4607 ***********************************************************************
 AA4607  SACS        -  This is a Secondary Airport Control Station.
 AA4607  DESIGNATION -  A3 MKE 1976
 AA4607  PID         -  AA4607
 AA4607  STATE/COUNTY-  WI/MILWAUKEE
 AA4607  USGS QUAD   -  GREENDALE (1976)
 AA4607
 AA4607                         *CURRENT SURVEY CONTROL
 AA4607  ___________________________________________________________________
 AA4607* NAD 83(1997)-  42 57 28.42414(N)    087 53 38.04219(W)     ADJUSTED  
 AA4607* NAVD 88     -       204.40   (meters)     670.6    (feet)  GPS OBS   
 AA4607  ___________________________________________________________________
 AA4607  X           -     171,816.456 (meters)                     COMP
 AA4607  Y           -  -4,672,107.865 (meters)                     COMP
 AA4607  Z           -   4,324,195.144 (meters)                     COMP
 AA4607  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 AA4607  ELLIP HEIGHT-         169.41  (meters)          (05/03/99) GPS OBS
 AA4607  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 AA4607
 AA4607  HORZ ORDER  -  FIRST
 AA4607  ELLP ORDER  -  FOURTH    CLASS I
 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 May 1999..
 AA4607.No horizontal observational check was made to the station.
 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 NAVD 88 network.
 AA4607
 AA4607.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4607
 AA4607.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4607
 AA4607.The ellipsoidal height was determined by GPS observations
 AA4607.and is referenced to NAD 83.
 AA4607
 AA4607.The geoid height was determined by GEOID03.
 AA4607
 AA4607;                    North         East     Units Scale Factor Converg.
 AA4607;SPC WI S     -   108,583.235   771,825.849   MT  0.99996230   +1 26 49.6
 AA4607;SPC WI S     -   356,243.50  2,532,231.97   sFT  0.99996230   +1 26 49.6
 AA4607;UTM  16      - 4,756,526.792   427,089.689   MT  0.99966540   -0 36 33.1
 AA4607
 AA4607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4607!SPC WI S     -   0.99997343  x   0.99996230  =   0.99993573
 AA4607!UTM  16      -   0.99997343  x   0.99966540  =   0.99963884
 AA4607
 AA4607                          SUPERSEDED SURVEY CONTROL
 AA4607
 AA4607  NAD 83(1991)-  42 57 28.42346(N)    087 53 38.03964(W) AD(       ) 1
 AA4607  ELLIP H (09/30/94)  169.51   (m)                       GP(       ) 4 2
 AA4607  NGVD 29 (09/30/94)  204.47   (m)          670.8    (f) LEVELING    3  
 AA4607
 AA4607.Superseded values are not recommended for survey control.
 AA4607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4607.See file dsdata.txt to determine how the superseded data were derived.
 AA4607
 AA4607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2709056527(NAD 83)
 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 = OCTOBER  7, 2006
 NH0335 ***********************************************************************
 NH0335  DESIGNATION -  AA 115 RESET
 NH0335  PID         -  NH0335
 NH0335  STATE/COUNTY-  WI/WALWORTH
 NH0335  USGS QUAD   -  ELKHORN (1994)
 NH0335
 NH0335                         *CURRENT SURVEY CONTROL
 NH0335  ___________________________________________________________________
 NH0335* NAD 83(1986)-  42 42 34.     (N)    088 32 32.     (W)     SCALED    
 NH0335* NAVD 88     -       277.35   (+/-2cm)     909.9    (feet)  VERTCON   
 NH0335  ___________________________________________________________________
 NH0335  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 NH0335
 NH0335  VERT ORDER  -  THIRD (See Below)
 NH0335
 NH0335.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 NH0335
 NH0335.The geoid height was determined by GEOID03.
 NH0335
 NH0335;                    North         East    Units  Estimated Accuracy
 NH0335;SPC WI S     -    79,860.      719,420.      MT  (+/- 180 meters Scaled)
 NH0335
 NH0335                          SUPERSEDED SURVEY CONTROL
 NH0335
 NH0335  NGVD 29 (09/01/04)  277.41   (m)          910.1    (f) RESET       3  
 NH0335
 NH0335.Superseded values are not recommended for survey control.
 NH0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0335.See file dsdata.txt to determine how the superseded data were derived.
 NH0335
 NH0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN737297(NAD 83)
 NH0335_MARKER: DB = BENCH MARK DISK
 NH0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0335_STAMPING: AA 115 RESET 1960
 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 = OCTOBER  7, 2006
 PN0619 ***********************************************************************
 PN0619  DESIGNATION -  ABBEY
 PN0619  PID         -  PN0619
 PN0619  STATE/COUNTY-  WI/BROWN
 PN0619  USGS QUAD   -  DE PERE (1992)
 PN0619
 PN0619                         *CURRENT SURVEY CONTROL
 PN0619  ___________________________________________________________________
 PN0619* NAD 83(1986)-  44 27 41.     (N)    088 03 06.     (W)     SCALED    
 PN0619* NAVD 88     -       183.367  (meters)     601.60   (feet)  ADJUSTED  
 PN0619  ___________________________________________________________________
 PN0619  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PN0619  DYNAMIC HT  -         183.343 (meters)     601.52  (feet)  COMP
 PN0619  MODELED GRAV-     980,484.5   (mgal)                       NAVD 88
 PN0619
 PN0619  VERT ORDER  -  FIRST     CLASS 0
 PN0619
 PN0619.The horizontal coordinates were scaled from a topographic map and have
 PN0619.an estimated accuracy of +/- 6 seconds.
 PN0619
 PN0619.The orthometric height was determined by differential leveling
 PN0619.and adjusted by the National Geodetic Survey in June 1991..
 PN0619
 PN0619.The geoid height was determined by GEOID03.
 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     -    71,650.      755,030.      MT  (+/- 180 meters Scaled)
 PN0619
 PN0619                          SUPERSEDED SURVEY CONTROL
 PN0619
 PN0619.No superseded survey control is available for this station.
 PN0619
 PN0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ163236(NAD 83)
 PN0619_MARKER: I = METAL ROD
 PN0619_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PN0619_SP_SET: COPPER-CLAD STEEL ROD
 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 08, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0192 ***********************************************************************
 QM0192  DESIGNATION -  ABBOT
 QM0192  PID         -  QM0192
 QM0192  STATE/COUNTY-  WI/ONEIDA
 QM0192  USGS QUAD   -  MOEN LAKE (1982)
 QM0192
 QM0192                         *CURRENT SURVEY CONTROL
 QM0192  ___________________________________________________________________
 QM0192* NAD 83(1991)-  45 39 44.70739(N)    089 21 42.56187(W)     ADJUSTED  
 QM0192* NAVD 88     -       481.060  (meters)    1578.28   (feet)  ADJUSTED  
 QM0192  ___________________________________________________________________
 QM0192  LAPLACE CORR-          -7.20  (seconds)                    DEFLEC99
 QM0192  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 QM0192  DYNAMIC HT  -         481.034 (meters)    1578.19  (feet)  COMP
 QM0192  MODELED GRAV-     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
 QM0192.and adjusted by the National Geodetic Survey in June 1991..
 QM0192
 QM0192.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0192
 QM0192.The geoid height was determined by GEOID03.
 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;                    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     -   0.99992962  x   0.99998400  =   0.99991362
 QM0192!UTM  16      -   0.99992962  x   1.00001620  =   0.99994581
 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|---------------------------------------------------------------------|
 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  NGVD 29 (??/??/92)  481.048  (m)         1578.24   (f) ADJ UNCH    1 2
 QM0192
 QM0192.Superseded values are not recommended for survey control.
 QM0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0192.See file dsdata.txt to determine how the superseded data were derived.
 QM0192
 QM0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR1601159254(NAD 83)
 QM0192_MARKER: DS = TRIANGULATION STATION DISK
 QM0192_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QM0192_SP_SET: RAIL
 QM0192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0192
 QM0192  HISTORY     - Date     Condition        Report By
 QM0192  HISTORY     - 1921     MONUMENTED       CGS
 QM0192  HISTORY     - 1922     GOOD             NGS
 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 NATIONAL 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 = OCTOBER  7, 2006
 AE8635 ***********************************************************************
 AE8635  DESIGNATION -  ABBOTSFORD GPS
 AE8635  PID         -  AE8635
 AE8635  STATE/COUNTY-  WI/MARATHON
 AE8635  USGS QUAD   -  ABBOTSFORD (1981)
 AE8635
 AE8635                         *CURRENT SURVEY CONTROL
 AE8635  ___________________________________________________________________
 AE8635* NAD 83(1997)-  44 59 09.81091(N)    090 18 56.91852(W)     ADJUSTED  
 AE8635* NAVD 88     -       449.6    (meters)    1475.     (feet)  VERTCON   
 AE8635  ___________________________________________________________________
 AE8635  X           -     -24,908.212 (meters)                     COMP
 AE8635  Y           -  -4,518,912.656 (meters)                     COMP
 AE8635  Z           -   4,486,547.602 (meters)                     COMP
 AE8635  LAPLACE CORR-          -7.90  (seconds)                    DEFLEC99
 AE8635  ELLIP HEIGHT-         417.11  (meters)          (06/03/99) GPS OBS
 AE8635  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 AE8635
 AE8635  HORZ ORDER  -  B
 AE8635  ELLP ORDER  -  THIRD     CLASS I
 AE8635
 AE8635.The horizontal coordinates were established by GPS observations
 AE8635.and adjusted by the National Geodetic Survey in June 1999..
 AE8635
 AE8635.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE8635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE8635
 AE8635.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8635
 AE8635.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8635
 AE8635.The ellipsoidal height was determined by GPS observations
 AE8635.and is referenced to NAD 83.
 AE8635
 AE8635.The geoid height was determined by GEOID03.
 AE8635
 AE8635;                    North         East     Units Scale Factor Converg.
 AE8635;SPC WI C     -   128,138.300   575,094.782   MT  0.99994254   -0 13 22.2
 AE8635;SPC WI C     -   420,400.41  1,886,790.13   sFT  0.99994254   -0 13 22.2
 AE8635;UTM  15      - 4,984,907.018   711,606.615   MT  1.00015063   +1 53 53.7
 AE8635
 AE8635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8635!SPC WI C     -   0.99993461  x   0.99994254  =   0.99987715
 AE8635!UTM  15      -   0.99993461  x   1.00015063  =   1.00008523
 AE8635
 AE8635                          SUPERSEDED SURVEY CONTROL
 AE8635
 AE8635  NAD 83(1991)-  44 59 09.81018(N)    090 18 56.91745(W) AD(       ) B
 AE8635  ELLIP H (04/20/98)  417.12   (m)                       GP(       ) 3 1
 AE8635  NGVD 29 (04/20/98)  449.6    (m)         1475.     (f) GPS OBS        
 AE8635
 AE8635.Superseded values are not recommended for survey control.
 AE8635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8635.See file dsdata.txt to determine how the superseded data were derived.
 AE8635
 AE8635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK1160784907(NAD 83)
 AE8635_MARKER: DD = SURVEY DISK
 AE8635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8635_STAMPING: ABBOTSFORD GPS
 AE8635_MARK LOGO: WI-019
 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 - December 15, 2004
 AE8635
 AE8635  HISTORY     - Date     Condition        Report By
 AE8635  HISTORY     - 1997     MONUMENTED       AYRES
 AE8635  HISTORY     - 20011110 GOOD             USPSQD
 AE8635  HISTORY     - 20041215 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0545 ***********************************************************************
 PO0545  DESIGNATION -  ABBOTSFORD MUNICIPAL STANDPIPE
 PO0545  PID         -  PO0545
 PO0545  STATE/COUNTY-  WI/CLARK
 PO0545  USGS QUAD   -  ABBOTSFORD (1981)
 PO0545
 PO0545                         *CURRENT SURVEY CONTROL
 PO0545  ___________________________________________________________________
 PO0545* NAD 83(1991)-  44 56 26.78224(N)    090 19 13.67632(W)     ADJUSTED  
 PO0545* NAVD 88     -                                                        
 PO0545  ___________________________________________________________________
 PO0545  LAPLACE CORR-          -7.10  (seconds)                    DEFLEC99
 PO0545  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 PO0545
 PO0545  HORZ ORDER  -  THIRD
 PO0545
 PO0545.The horizontal coordinates were established by classical geodetic methods
 PO0545.and adjusted by the National Geodetic Survey in November 1991..
 PO0545
 PO0545
 PO0545.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0545
 PO0545.The geoid height was determined by GEOID03.
 PO0545
 PO0545;                    North         East     Units Scale Factor Converg.
 PO0545;SPC WI C     -   123,107.418   574,707.829   MT  0.99994134   -0 13 34.0
 PO0545;SPC WI C     -   403,894.92  1,885,520.60   sFT  0.99994134   -0 13 34.0
 PO0545;UTM  15      - 4,979,864.213   711,406.019   MT  1.00014959   +1 53 36.4
 PO0545
 PO0545                          SUPERSEDED SURVEY CONTROL
 PO0545
 PO0545  NAD 83(1986)-  44 56 26.77964(N)    090 19 13.68293(W) AD(       ) 4
 PO0545  NAD 27      -  44 56 26.91000(N)    090 19 13.18000(W) AD(       ) 3
 PO0545
 PO0545.Superseded values are not recommended for survey control.
 PO0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0545.See file dsdata.txt to determine how the superseded data were derived.
 PO0545
 PO0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK1140679864(NAD 83)
 PO0545_MARKER: 52 = STANDPIPE TANK
 PO0545
 PO0545  HISTORY     - Date     Condition        Report By
 PO0545  HISTORY     - 1934     FIRST OBSERVED   CGS
 PO0545  HISTORY     - 19941023 GOOD             USPSQD
 PO0545  HISTORY     - 20021020 MARK NOT FOUND   USPSQD
 PO0545  HISTORY     - 20050225 MARK NOT FOUND   USPSQD
 PO0545
 PO0545                          STATION DESCRIPTION
 PO0545
 PO0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 PO0545'THE STATION IS THE CENTER OF THE BLACK STANDPIPE, JUST
 PO0545'SOUTHWEST OF TOWN.  IT IS A ROUND STEEL STRUCTURE, ALL PAINTED
 PO0545'BLACK, ABOUT 75 FEET HIGH, AND HAS AN ORNAMENTAL IRON RAILING
 PO0545'AROUND THE TOP.  IT IS FAIRLY PROMINENT TO THE EAST AND SOUTH.
 PO0545'IT WAS BUILT IN 1906 BY THE WISCONSIN CENTRAL RAILROAD (NOW
 PO0545'THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY) AND WAS
 PO0545'TAKEN OVER THIS YEAR (1934) BY THE VILLAGE FOR THE MUNICIPAL
 PO0545'WATER SUPPLY STORAGE.  IT IS ABOUT 0.25 MILE WEST OF THE
 PO0545'TRACKS OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 PO0545'RAILWAY, AND 0.5 MILE SOUTH OF STATE HIGHWAY 29 WHICH IS THE
 PO0545'MAIN STREET OF THE VILLAGE, IN A PASTURE GROWN UP TO SCRUB
 PO0545'BRUSH.
 PO0545
 PO0545                          STATION RECOVERY (1994)
 PO0545
 PO0545'RECOVERY NOTE BY US POWER SQUADRON 1994
 PO0545'RECOVERED IN GOOD CONDITION.
 PO0545
 PO0545                          STATION RECOVERY (2002)
 PO0545
 PO0545'RECOVERY NOTE BY US POWER SQUADRON 2002 (BC)
 PO0545'MARK NOT FOUND.
 PO0545
 PO0545                          STATION RECOVERY (2005)
 PO0545
 PO0545'RECOVERY NOTE BY US POWER SQUADRON 2005 (JCH)
 PO0545'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0861 ***********************************************************************
 PN0861  DESIGNATION -  ABE
 PN0861  PID         -  PN0861
 PN0861  STATE/COUNTY-  WI/BROWN
 PN0861  USGS QUAD   -  GREEN BAY WEST (1992)
 PN0861
 PN0861                         *CURRENT SURVEY CONTROL
 PN0861  ___________________________________________________________________
 PN0861* NAD 83(1991)-  44 31 16.15447(N)    088 02 37.33518(W)     ADJUSTED  
 PN0861* NAVD 88     -       183.     (meters)     600.     (feet)  SCALED    
 PN0861  ___________________________________________________________________
 PN0861  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 PN0861  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 PN0861
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0861
 PN0861.The geoid height was determined by GEOID03.
 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     -   0.99997699  x   0.99995979  =   0.99993678
 PN0861!UTM  16      -   0.99997699  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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0861.See file dsdata.txt to determine how the superseded data were derived.
 PN0861
 PN0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1705830289(NAD 83)
 PN0861_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PN0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0861
 PN0861  HISTORY     - Date     Condition        Report By
 PN0861  HISTORY     - 1926     MONUMENTED       CGS
 PN0861  HISTORY     - 1935     SEE DESCRIPTION  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 = OCTOBER  7, 2006
 PN0062 ***********************************************************************
 PN0062  DESIGNATION -  ADA
 PN0062  PID         -  PN0062
 PN0062  STATE/COUNTY-  WI/BROWN
 PN0062  USGS QUAD   -  GREEN BAY WEST (1992)
 PN0062
 PN0062                         *CURRENT SURVEY CONTROL
 PN0062  ___________________________________________________________________
 PN0062* NAD 83(1991)-  44 31 56.67641(N)    088 04 33.98162(W)     ADJUSTED  
 PN0062* NAVD 88     -       188.645  (meters)     618.91   (feet)  ADJUSTED  
 PN0062  ___________________________________________________________________
 PN0062  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 PN0062  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 PN0062  DYNAMIC HT  -         188.622 (meters)     618.84  (feet)  COMP
 PN0062  MODELED GRAV-     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
 PN0062.and adjusted by the National Geodetic Survey in June 1991..
 PN0062
 PN0062.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0062
 PN0062.The geoid height was determined by GEOID03.
 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;                    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     -   0.99997610  x   0.99995860  =   0.99993470
 PN0062!UTM  16      -   0.99997610  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|---------------------------------------------------------------------|
 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
 PN0062.Superseded values are not recommended for survey control.
 PN0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0062.See file dsdata.txt to determine how the superseded data were derived.
 PN0062
 PN0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1449931572(NAD 83)
 PN0062_MARKER: DE = TRAVERSE STATION DISK
 PN0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0062_STAMPING: ADA 1926
 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     SEE DESCRIPTION  CGS
 PN0062  HISTORY     - 1930     GOOD             NGS
 PN0062  HISTORY     - 1934     GOOD             NGS
 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 NATIONAL 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 NATIONAL 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 = OCTOBER  7, 2006
 QM0629 ***********************************************************************
 QM0629  DESIGNATION -  ADA
 QM0629  PID         -  QM0629
 QM0629  STATE/COUNTY-  WI/LANGLADE
 QM0629  USGS QUAD   -  RESERVOIR POND (1972)
 QM0629
 QM0629                         *CURRENT SURVEY CONTROL
 QM0629  ___________________________________________________________________
 QM0629* NAD 83(1991)-  45 22 21.47068(N)    088 44 41.15638(W)     ADJUSTED  
 QM0629* NAVD 88     -       566.     (meters)    1857.     (feet)  SCALED    
 QM0629  ___________________________________________________________________
 QM0629  LAPLACE CORR-          -5.01  (seconds)                    DEFLEC99
 QM0629  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 QM0629
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0629
 QM0629.The geoid height was determined by GEOID03.
 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;SPC WI N     -    23,668.778   698,327.567   MT  1.00004087   +0 54 19.8
 QM0629;SPC WI N     -    77,653.32  2,291,096.36   sFT  1.00004087   +0 54 19.8
 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     -   0.99991668  x   0.99997823  =   0.99989491
 QM0629!SPC WI N     -   0.99991668  x   1.00004087  =   0.99995755
 QM0629!UTM  16      -   0.99991668  x   0.99982949  =   0.99974619
 QM0629
 QM0629:                Primary Azimuth Mark                     Grid Az
 QM0629:SPC WI C     -  ADA AZ MK                                010 03 22.6
 QM0629:SPC WI N     -  ADA AZ MK                                010 02 11.2
 QM0629:UTM  16      -  ADA AZ MK                                012 11 01.9
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0629.See file dsdata.txt to determine how the superseded data were derived.
 QM0629
 QM0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR6338025827(NAD 83)
 QM0629_MARKER: DS = TRIANGULATION STATION DISK
 QM0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0629_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 QM0628 ***********************************************************************
 QM0628  DESIGNATION -  ADA LOOKOUT TOWER 1934
 QM0628  PID         -  QM0628
 QM0628  STATE/COUNTY-  WI/LANGLADE
 QM0628  USGS QUAD   -  RESERVOIR POND (1972)
 QM0628
 QM0628                         *CURRENT SURVEY CONTROL
 QM0628  ___________________________________________________________________
 QM0628* NAD 83(1991)-  45 22 21.58273(N)    088 44 40.87665(W)     ADJUSTED  
 QM0628* NAVD 88     -                                                        
 QM0628  ___________________________________________________________________
 QM0628  LAPLACE CORR-          -5.01  (seconds)                    DEFLEC99
 QM0628  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 QM0628
 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
 QM0628.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0628
 QM0628.The geoid height was determined by GEOID03.
 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;SPC WI N     -    23,672.333   698,333.598   MT  1.00004086   +0 54 20.0
 QM0628;SPC WI N     -    77,664.98  2,291,116.15   sFT  1.00004086   +0 54 20.0
 QM0628;UTM  16      - 5,025,830.297   363,386.440   MT  0.99982947   -1 14 30.7
 QM0628
 QM0628                          SUPERSEDED SURVEY CONTROL
 QM0628
 QM0628  NAD 83(1986)-  45 22 21.58363(N)    088 44 40.88691(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0628.See file dsdata.txt to determine how the superseded data were derived.
 QM0628
 QM0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR6338625830(NAD 83)
 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 = OCTOBER  7, 2006
 PN0871 ***********************************************************************
 PN0871  DESIGNATION -  ADAM 1926
 PN0871  PID         -  PN0871
 PN0871  STATE/COUNTY-  WI/BROWN
 PN0871  USGS QUAD   -  GREEN BAY WEST (1992)
 PN0871
 PN0871                         *CURRENT SURVEY CONTROL
 PN0871  ___________________________________________________________________
 PN0871* NAD 83(1991)-  44 32 37.22413(N)    088 05 37.43164(W)     ADJUSTED  
 PN0871* NAVD 88     -       187.     (meters)     614.     (feet)  SCALED    
 PN0871  ___________________________________________________________________
 PN0871  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 PN0871  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 PN0871
 PN0871  HORZ ORDER  -  FIRST
 PN0871
 PN0871.The horizontal coordinates were established by classical geodetic methods
 PN0871.and adjusted by the National Geodetic Survey in November 1991..
 PN0871
 PN0871.The orthometric height was scaled from a topographic map.
 PN0871
 PN0871.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0871
 PN0871.The geoid height was determined by GEOID03.
 PN0871
 PN0871;                    North         East     Units Scale Factor Converg.
 PN0871;SPC WI C     -    80,709.524   751,471.162   MT  0.99995745   +1 20 42.1
 PN0871;SPC WI C     -   264,794.50  2,465,451.64   sFT  0.99995745   +1 20 42.1
 PN0871;UTM  16      - 4,932,842.063   413,115.685   MT  0.99969283   -0 46 02.1
 PN0871
 PN0871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0871!SPC WI C     -   0.99997636  x   0.99995745  =   0.99993381
 PN0871!UTM  16      -   0.99997636  x   0.99969283  =   0.99966920
 PN0871
 PN0871:                Primary Azimuth Mark                     Grid Az
 PN0871:SPC WI C     -  ADA                                      130 25 45.8
 PN0871:UTM  16      -  ADA                                      132 32 30.0
 PN0871
 PN0871|---------------------------------------------------------------------|
 PN0871| PID    Reference Object                     Distance      Geod. Az  |
 PN0871|                                                           dddmmss.s |
 PN0871| PN0062 ADA                                 APPROX. 1.9 KM 1314627.9 |
 PN0871| PN0863 ANNA 1926                           292.555 METERS 27745     |
 PN0871|---------------------------------------------------------------------|
 PN0871
 PN0871                          SUPERSEDED SURVEY CONTROL
 PN0871
 PN0871  NAD 83(1986)-  44 32 37.21611(N)    088 05 37.41988(W) AD(       ) 1
 PN0871  NAD 27      -  44 32 37.24700(N)    088 05 37.04000(W) AD(       ) 1
 PN0871
 PN0871.Superseded values are not recommended for survey control.
 PN0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0871.See file dsdata.txt to determine how the superseded data were derived.
 PN0871
 PN0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1311632842(NAD 83)
 PN0871_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PN0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0871_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PN0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0871+STABILITY: SURFACE MOTION
 PN0871
 PN0871  HISTORY     - Date     Condition        Report By
 PN0871  HISTORY     - 1926     MONUMENTED       CGS
 PN0871  HISTORY     - 1930     SEE DESCRIPTION  CGS
 PN0871  HISTORY     - 1976     GOOD             ALSTER
 PN0871  HISTORY     - 20031211 MARK NOT FOUND   USPSQD
 PN0871  HISTORY     - 20060211 POOR             GEOCAC
 PN0871
 PN0871                          STATION DESCRIPTION
 PN0871
 PN0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PN0871'STATION IS LOCATED ABOUT 1-1/4 MILES W OF THE WESTERN CITY LIMITS
 PN0871'OF GREEN BAY, WISCONSIN, ALONG THE TRACKS OF THE GREEN BAY AND
 PN0871'WESTERN RAILWAY.  IT IS ABOUT 130 METERS W OF THE FIRST HIGHWAY
 PN0871'CROSSING THE RAILROAD TRACKS AFTER PASSING STATE TRUNK HIGHWAY 54.
 PN0871'IT IS ON THE PROLONGATION OF THE S RAIL OF THE STRAIGHT STRETCH
 PN0871'OF TRACK BETWEEN THE ABOVE TWO HIGHWAYS.  IT IS 13.6550 METERS
 PN0871'(44.79 FEET) N OF THE N RAIL.  AND 1.08 METERS S OF THE N
 PN0871'PROPERTY FENCE OF THE RAILROAD.
 PN0871'
 PN0871'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 PN0871'IN CONCRETE, AS DESCRIBED IN NOTES 1A AND 7A.
 PN0871
 PN0871                          STATION RECOVERY (1930)
 PN0871
 PN0871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PN0871'MARK FOUND AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 PN0871
 PN0871                          STATION RECOVERY (1976)
 PN0871
 PN0871'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1976 (JWM)
 PN0871'FOUND STATION MARK RECOVERED GOOD.
 PN0871'
 PN0871'DESCRIPTION ADEQUATE.
 PN0871'
 PN0871'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.25 MILES W. OF THE
 PN0871'W. LIMITS OF GREEN BAY.
 PN0871
 PN0871                          STATION RECOVERY (2003)
 PN0871
 PN0871'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0871'NOT FOUND. DESCRIPTION NO LONGER ADEQUATE.
 PN0871
 PN0871                          STATION RECOVERY (2006)
 PN0871
 PN0871'RECOVERY NOTE BY GEOCACHING 2006 (KCD)
 PN0871'CONCRETE BLOCK CONTAINING THE BENCHMARK WAS LAYING ON ITS SIDE AT THE
 PN0871'BOTTOM OF A DITCH AT N44 32.641 W088 05.627  THE BENCHMARK WAS SPRAY
 PN0871'PAINTED NEON PINK. THE CONCRETE BLOCK IS NOT ANCHORED INTO THE GROUND,
 PN0871'BUT JUST LAYING THERE.
 PN0871' 
 PN0871'THE BENCHMARK CAN BE FOUND 390 FEET AT A BEARING OF 315 DEGREES
 PN0871'(NW)FROM A BIG BLUE UTILITY POLE MARKED 13. THIS UTILITY POLE IS
 PN0871'LOCATED ACROSS THE STREET FROM THE RESIDENCE AT 2687 MEMORIAL DRIVE.
 PN0871'THE BENCHMARK CAN BE FOUND 35 FEET NORTH OF THE RAILROAD TRACK AND 90
 PN0871'FEET AT A BEARING OF 330 DEGREES (NNW) OF A METAL POST MARKED 4/6.
 PN0871'THERE ARE NO WITNESS POSTS OR OTHER REFERENCE MARKINGS AT THE
 PN0871'BENCHMARK SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0510 ***********************************************************************
 OM0510  DESIGNATION -  ADAMS
 OM0510  PID         -  OM0510
 OM0510  STATE/COUNTY-  WI/ADAMS
 OM0510  USGS QUAD   -  ADAMS (1983)
 OM0510
 OM0510                         *CURRENT SURVEY CONTROL
 OM0510  ___________________________________________________________________
 OM0510* NAD 83(1986)-  43 57 20.     (N)    089 48 51.     (W)     SCALED    
 OM0510* NAVD 88     -       296.213  (meters)     971.83   (feet)  ADJUSTED  
 OM0510  ___________________________________________________________________
 OM0510  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 OM0510  DYNAMIC HT  -         296.150 (meters)     971.62  (feet)  COMP
 OM0510  MODELED GRAV-     980,400.3   (mgal)                       NAVD 88
 OM0510
 OM0510  VERT ORDER  -  SECOND    CLASS 0
 OM0510
 OM0510.The horizontal coordinates were scaled from a topographic map and have
 OM0510.an estimated accuracy of +/- 6 seconds.
 OM0510
 OM0510.The orthometric height was determined by differential leveling
 OM0510.and adjusted by the National Geodetic Survey in June 1991..
 OM0510
 OM0510.The geoid height was determined by GEOID03.
 OM0510
 OM0510.The dynamic height is computed by dividing the NAVD 88
 OM0510.geopotential number by the normal gravity value computed on the
 OM0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0510.degrees latitude (g = 980.6199 gals.).
 OM0510
 OM0510.The modeled gravity was interpolated from observed gravity values.
 OM0510
 OM0510;                    North         East    Units  Estimated Accuracy
 OM0510;SPC WI S     -   217,270.      614,920.      MT  (+/- 180 meters Scaled)
 OM0510
 OM0510                          SUPERSEDED SURVEY CONTROL
 OM0510
 OM0510  NGVD 29 (??/??/92)  296.231  (m)          971.88   (f) ADJ UNCH    2 0
 OM0510
 OM0510.Superseded values are not recommended for survey control.
 OM0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0510.See file dsdata.txt to determine how the superseded data were derived.
 OM0510
 OM0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP742707(NAD 83)
 OM0510_MARKER: DB = BENCH MARK DISK
 OM0510_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OM0510_SP_SET: BUILDING WALL
 OM0510_STAMPING: ADAMS 1934
 OM0510_MARK LOGO: CGS   
 OM0510_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OM0510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0510_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0510+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2003
 OM0510
 OM0510  HISTORY     - Date     Condition        Report By
 OM0510  HISTORY     - 1934     MONUMENTED       CGS
 OM0510  HISTORY     - 20011030 MARK NOT FOUND   USPSQD
 OM0510  HISTORY     - 20030430 GOOD             WIDT
 OM0510
 OM0510                          STATION DESCRIPTION
 OM0510
 OM0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0510'AT ADAMS.
 OM0510'AT ADAMS, ADAMS COUNTY, AT THE PUBLIC GRAMMAR SCHOOL, AT THE
 OM0510'NORTHWEST CORNER OF THE BUILDING, IN THE WEST BRICK WALL, AND
 OM0510'ABOUT 3 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED ADAMS
 OM0510'1934 AND SET VERTICALLY.
 OM0510
 OM0510                          STATION RECOVERY (2001)
 OM0510
 OM0510'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLC)
 OM0510'CONCRETE WALLL NOW WHERE MARK IS SUPPOSED TO BE LOCATED.
 OM0510
 OM0510                          STATION RECOVERY (2003)
 OM0510
 OM0510'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (PJH)
 OM0510'OWNERSHIP--CITY OF ADAMS.  TO REACH THE STATION FROM THE JUNCTION OF
 OM0510'STATE HIGHWAY 13 WITH COUNTY HIGHWAY M AT THE INTERSECTION OF MAIN
 OM0510'STREET WITH ANN STREET IN THE CITY OF ADAMS, GO EAST ON COUNTY HIGHWAY
 OM0510'M (ANN STREET) FOR 0.1 MI (0.16 KM) TO LINDEN STREET, TURN LEFT AND GO
 OM0510'NORTH ON LINDEN STREET FOR 0.2 MI (0.32 KM) TO THE PUBLIC GRAMMER
 OM0510'SCHOOL AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE US COAST
 OM0510'AND GEODETIC SURVEY BENCH MARK DISK SET IN THE NORTHWEST CORNER OF
 OM0510'WEST WALL OF BUILDING ABOUT 0.7 M (2.3 FT) ABOVE THE SIDEWALK
 OM0510'PAVEMENT.  ---NOTE---THE STATION IS NOT SUITABLE FOR GPS OBSERVATIONS
 OM0510'DUE TO BEING SET VERTICALLY.  ---NOTE2---SCHOOL APPEARS TO BE
 OM0510'ABANDONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0601 ***********************************************************************
 PO0601  DESIGNATION -  ADAMS
 PO0601  PID         -  PO0601
 PO0601  STATE/COUNTY-  WI/JACKSON
 PO0601  USGS QUAD   -  STENULSON COULEE (1984)
 PO0601
 PO0601                         *CURRENT SURVEY CONTROL
 PO0601  ___________________________________________________________________
 PO0601* NAD 83(1991)-  44 20 21.37352(N)    090 54 32.52523(W)     ADJUSTED  
 PO0601* NAVD 88     -       371.4    (meters)    1219.     (feet)  VERTCON   
 PO0601  ___________________________________________________________________
 PO0601  LAPLACE CORR-          -8.66  (seconds)                    DEFLEC99
 PO0601  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 PO0601
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0601
 PO0601.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0601.See file dsdata.txt to determine how the superseded data were derived.
 PO0601
 PO0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK6668411682(NAD 83)
 PO0601_MARKER: DD = SURVEY DISK
 PO0601_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  7, 2006
 QN0539 ***********************************************************************
 QN0539  DESIGNATION -  ADAMS
 QN0539  PID         -  QN0539
 QN0539  STATE/COUNTY-  WI/RUSK
 QN0539  USGS QUAD   -  BECKY CREEK (1972)
 QN0539
 QN0539                         *CURRENT SURVEY CONTROL
 QN0539  ___________________________________________________________________
 QN0539* NAD 83(1991)-  45 35 45.82140(N)    091 20 14.62057(W)     ADJUSTED  
 QN0539* NAVD 88     -       470.63   (+/-2cm)    1544.1    (feet)  VERTCON   
 QN0539  ___________________________________________________________________
 QN0539  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 QN0539  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 QN0539
 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.The vertical order pertains to the NGVD 29 superseded value.
 QN0539
 QN0539.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0539
 QN0539.The geoid height was determined by GEOID03.
 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;SPC WI N     -    48,603.082   495,655.197   MT  0.99999479   -0 57 53.1
 QN0539;SPC WI N     -   159,458.61  1,626,162.09   sFT  0.99999479   -0 57 53.1
 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     -   0.99993094  x   1.00001971  =   0.99995065
 QN0539!SPC WI N     -   0.99993094  x   0.99999479  =   0.99992573
 QN0539!UTM  15      -   0.99993094  x   0.99980673  =   0.99973768
 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 (07/19/86)  470.61   (m)         1544.0    (f) LEVELING    3  
 QN0539
 QN0539.Superseded values are not recommended for survey control.
 QN0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0539.See file dsdata.txt to determine how the superseded data were derived.
 QN0539
 QN0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL2967350513(NAD 83)
 QN0539_MARKER: DS = TRIANGULATION STATION DISK
 QN0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 DH5488 ***********************************************************************
 DH5488  DESIGNATION -  ADAMS C GPS
 DH5488  PID         -  DH5488
 DH5488  STATE/COUNTY-  WI/ADAMS
 DH5488  USGS QUAD   -  ADAMS (1983)
 DH5488
 DH5488                         *CURRENT SURVEY CONTROL
 DH5488  ___________________________________________________________________
 DH5488* NAD 83(1997)-  43 55 24.31081(N)    089 49 23.55012(W)     ADJUSTED  
 DH5488* NAVD 88     -                                                        
 DH5488  ___________________________________________________________________
 DH5488  X           -      14,198.556 (meters)                     COMP
 DH5488  Y           -  -4,601,545.614 (meters)                     COMP
 DH5488  Z           -   4,402,144.469 (meters)                     COMP
 DH5488  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 DH5488  ELLIP HEIGHT-         256.07  (meters)          (08/01/05) GPS OBS
 DH5488  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 DH5488
 DH5488  HORZ ORDER  -  FIRST
 DH5488  ELLP ORDER  -  SECOND    CLASS I
 DH5488
 DH5488.The horizontal coordinates were established by GPS observations
 DH5488.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5488
 DH5488
 DH5488.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5488
 DH5488.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5488
 DH5488.The ellipsoidal height was determined by GPS observations
 DH5488.and is referenced to NAD 83.
 DH5488
 DH5488.The geoid height was determined by GEOID03.
 DH5488
 DH5488;                    North         East     Units Scale Factor Converg.
 DH5488;SPC WI S     -   213,693.347   614,197.631   MT  0.99997405   +0 07 17.3
 DH5488;SPC WI S     -   701,092.26  2,015,080.06   sFT  0.99997405   +0 07 17.3
 DH5488;UTM  16      - 4,867,242.378   273,357.268   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                          SUPERSEDED SURVEY CONTROL
 DH5488
 DH5488.No superseded survey control is available for this station.
 DH5488
 DH5488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7335767242(NAD 83)
 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 - December 28, 2005
 DH5488
 DH5488  HISTORY     - Date     Condition        Report By
 DH5488  HISTORY     - 2003     MONUMENTED       WIDT
 DH5488  HISTORY     - 20051228 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5222 ***********************************************************************
 DH5222  DESIGNATION -  ADAMS E GPS
 DH5222  PID         -  DH5222
 DH5222  STATE/COUNTY-  WI/GREEN
 DH5222  USGS QUAD   -  ARGYLE (1962)
 DH5222
 DH5222                         *CURRENT SURVEY CONTROL
 DH5222  ___________________________________________________________________
 DH5222* NAD 83(1997)-  42 43 37.50999(N)    089 45 04.17443(W)     ADJUSTED  
 DH5222* NAVD 88     -                                                        
 DH5222  ___________________________________________________________________
 DH5222  X           -      20,381.154 (meters)                     COMP
 DH5222  Y           -  -4,692,753.182 (meters)                     COMP
 DH5222  Z           -   4,305,482.761 (meters)                     COMP
 DH5222  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 DH5222  ELLIP HEIGHT-         299.72  (meters)          (08/01/05) GPS OBS
 DH5222  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 DH5222
 DH5222  HORZ ORDER  -  FIRST
 DH5222  ELLP ORDER  -  SECOND    CLASS I
 DH5222
 DH5222.The horizontal coordinates were established by GPS observations
 DH5222.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5222
 DH5222
 DH5222.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5222
 DH5222.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5222
 DH5222.The ellipsoidal height was determined by GPS observations
 DH5222.and is referenced to NAD 83.
 DH5222
 DH5222.The geoid height was determined by GEOID03.
 DH5222
 DH5222;                    North         East     Units Scale Factor Converg.
 DH5222;SPC WI S     -    80,803.596   620,380.257   MT  1.00000127   +0 10 15.5
 DH5222;SPC WI S     -   265,103.13  2,035,364.23   sFT  1.00000127   +0 10 15.5
 DH5222;UTM  16      - 4,734,179.493   274,760.618   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                          SUPERSEDED SURVEY CONTROL
 DH5222
 DH5222.No superseded survey control is available for this station.
 DH5222
 DH5222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7476134179(NAD 83)
 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 - 2003
 DH5222
 DH5222  HISTORY     - Date     Condition        Report By
 DH5222  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1609 ***********************************************************************
 NH1609  DESIGNATION -  ADAMS LUTHERAN CHURCH TOWER
 NH1609  PID         -  NH1609
 NH1609  STATE/COUNTY-  WI/GREEN
 NH1609  USGS QUAD   -  BLANCHARDVILLE (1962)
 NH1609
 NH1609                         *CURRENT SURVEY CONTROL
 NH1609  ___________________________________________________________________
 NH1609* NAD 83(1991)-  42 45 53.87125(N)    089 46 24.07961(W)     ADJUSTED  
 NH1609* NAVD 88     -                                                        
 NH1609  ___________________________________________________________________
 NH1609  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 NH1609  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 NH1609
 NH1609  HORZ ORDER  -  THIRD
 NH1609
 NH1609.The horizontal coordinates were established by classical geodetic methods
 NH1609.and adjusted by the National Geodetic Survey in November 1991..
 NH1609
 NH1609
 NH1609.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1609
 NH1609.The geoid height was determined by GEOID03.
 NH1609
 NH1609;                    North         East     Units Scale Factor Converg.
 NH1609;SPC WI S     -    85,006.184   618,550.962   MT  0.99999377   +0 09 20.6
 NH1609;SPC WI S     -   278,891.12  2,029,362.61   sFT  0.99999377   +0 09 20.6
 NH1609;UTM  16      - 4,738,445.494   273,081.622   MT  1.00023354   -1 53 02.0
 NH1609
 NH1609                          SUPERSEDED SURVEY CONTROL
 NH1609
 NH1609  NAD 83(1986)-  42 45 53.86413(N)    089 46 24.07890(W) AD(       ) 4
 NH1609  NAD 27      -  42 45 53.85100(N)    089 46 23.63300(W) AD(       ) 3
 NH1609
 NH1609.Superseded values are not recommended for survey control.
 NH1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1609.See file dsdata.txt to determine how the superseded data were derived.
 NH1609
 NH1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7308238445(NAD 83)
 NH1609_MARKER: 55 = TOWER
 NH1609
 NH1609  HISTORY     - Date     Condition        Report By
 NH1609  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1609  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH1609  HISTORY     - 20040413 MARK NOT FOUND   USPSQD
 NH1609
 NH1609                          STATION DESCRIPTION
 NH1609
 NH1609'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1609'THIS STATION IS THE TOWER ON THE ADAMS LUTHERAN CHURCH, ABOUT
 NH1609'5.6 MILES SOUTHEAST OF THE TOWN OF BLANCHARDVILLE, WISCONSIN.
 NH1609'IT IS ABOUT 110 FEET WEST OF ADAMS CEMETERY, ABOUT 65 FEET
 NH1609'EAST OF THE CENTERLINE OF GREEN CO. ROUTE A, ABOUT 2.6 MILES
 NH1609'SOUTH OF GREEN CO. ROUTE H, IN THE NW 1/4 SEC 3 T N R 6 E.
 NH1609'THE CHURCH WAS ERECTED IN 1864.  THE TOWER WAS ERECTED IN
 NH1609'1881 AND IS FAIRLY PROMINENT.
 NH1609'
 NH1609'THE TOWER IS ON THE WEST END OF A STONE CHURCH.  THE BOTTOM
 NH1609'SECTION IS A SQUARE WHITE WOOD TOWER ABOUT 60 FEET HIGH.
 NH1609'ON THIS THERE IS A SQUARE WHITE CUPOLA ABOUT 10 FEET HIGH
 NH1609'WITH A DOUBLE LOUVERED GOTHIC WINDOW ON EACH SIDE.  THE
 NH1609'STUBBY RED-SHINGLED SPIRE IS ABOUT 20 FEET HIGH AND HAS A
 NH1609'FINIAL AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT 90 FEET HIGH.
 NH1609
 NH1609                          STATION RECOVERY (2001)
 NH1609
 NH1609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1609'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH1609
 NH1609                          STATION RECOVERY (2004)
 NH1609
 NH1609'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 NH1609'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5221 ***********************************************************************
 DH5221  DESIGNATION -  ADAMS W GPS
 DH5221  PID         -  DH5221
 DH5221  STATE/COUNTY-  WI/GREEN
 DH5221  USGS QUAD   -  ARGYLE (1962)
 DH5221
 DH5221                         *CURRENT SURVEY CONTROL
 DH5221  ___________________________________________________________________
 DH5221* NAD 83(1997)-  42 44 36.73048(N)    089 49 37.84405(W)     ADJUSTED  
 DH5221* NAVD 88     -                                                        
 DH5221  ___________________________________________________________________
 DH5221  X           -      14,151.075 (meters)                     COMP
 DH5221  Y           -  -4,691,524.402 (meters)                     COMP
 DH5221  Z           -   4,306,814.385 (meters)                     COMP
 DH5221  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 DH5221  ELLIP HEIGHT-         284.01  (meters)          (08/01/05) GPS OBS
 DH5221  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 DH5221
 DH5221  HORZ ORDER  -  FIRST
 DH5221  ELLP ORDER  -  SECOND    CLASS I
 DH5221
 DH5221.The horizontal coordinates were established by GPS observations
 DH5221.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5221
 DH5221
 DH5221.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5221
 DH5221.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5221
 DH5221.The ellipsoidal height was determined by GPS observations
 DH5221.and is referenced to NAD 83.
 DH5221
 DH5221.The geoid height was determined by GEOID03.
 DH5221
 DH5221;                    North         East     Units Scale Factor Converg.
 DH5221;SPC WI S     -    82,615.255   614,150.428   MT  0.99999796   +0 07 07.5
 DH5221;SPC WI S     -   271,046.88  2,014,925.20   sFT  0.99999796   +0 07 07.5
 DH5221;UTM  16      - 4,736,212.093   268,597.682   MT  1.00025883   -1 55 10.9
 DH5221
 DH5221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5221!SPC WI S     -   0.99995546  x   0.99999796  =   0.99995342
 DH5221!UTM  16      -   0.99995546  x   1.00025883  =   1.00021428
 DH5221
 DH5221                          SUPERSEDED SURVEY CONTROL
 DH5221
 DH5221.No superseded survey control is available for this station.
 DH5221
 DH5221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN6859836212(NAD 83)
 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 - 2003
 DH5221
 DH5221  HISTORY     - Date     Condition        Report By
 DH5221  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0830 ***********************************************************************
 OM0830  DESIGNATION -  ADDISON
 OM0830  PID         -  OM0830
 OM0830  STATE/COUNTY-  WI/WASHINGTON
 OM0830  USGS QUAD   -  NENNO (1976)
 OM0830
 OM0830                         *CURRENT SURVEY CONTROL
 OM0830  ___________________________________________________________________
 OM0830* NAD 83(1991)-  43 25 41.28396(N)    088 22 34.54455(W)     ADJUSTED  
 OM0830* NAVD 88     -       333.75   (+/-2cm)    1095.0    (feet)  VERTCON   
 OM0830  ___________________________________________________________________
 OM0830  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 OM0830  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 OM0830
 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.The vertical order pertains to the NGVD 29 superseded value.
 OM0830
 OM0830.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0830
 OM0830.The geoid height was determined by GEOID03.
 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     -   0.99995312  x   0.99993266  =   0.99988579
 OM0830!UTM  16      -   0.99995312  x   0.99975264  =   0.99970578
 OM0830
 OM0830:                Primary Azimuth Mark                     Grid Az
 OM0830:SPC WI S     -  ST ANTHONY CATHOLIC CH SPIRE             058 49 44.2
 OM0830:UTM  16      -  ST ANTHONY CATHOLIC CH SPIRE             060 53 26.9
 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 (07/19/86)  333.80   (m)         1095.1    (f) LEVELING    3  
 OM0830
 OM0830.Superseded values are not recommended for survey control.
 OM0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0830.See file dsdata.txt to determine how the superseded data were derived.
 OM0830
 OM0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8860509280(NAD 83)
 OM0830_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0830
 OM0830  HISTORY     - Date     Condition        Report By
 OM0830  HISTORY     - 1953     MONUMENTED       CGS
 OM0830  HISTORY     - 1970     SEE DESCRIPTION  WIDT
 OM0830  HISTORY     - 1972     SEE DESCRIPTION  NGS
 OM0830  HISTORY     - 1973     SEE DESCRIPTION  WIDT
 OM0830  HISTORY     - 1974     SEE DESCRIPTION  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.
 OM0830'REFERENCE MARK 1 WAS RECOVERED AS DESCRIBED.
 OM0830'FOR REFERENCE MARK 3, ADD-- 18 FEET WEST OF SIGN POST --WATERCRESS
 OM0830'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.
 OM0830'THE AZIMUTH MARK WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6215 ***********************************************************************
 AI6215  DESIGNATION -  ADDISON E GPS
 AI6215  PID         -  AI6215
 AI6215  STATE/COUNTY-  WI/WASHINGTON
 AI6215  USGS QUAD   -  ALLENTON (1971)
 AI6215
 AI6215                         *CURRENT SURVEY CONTROL
 AI6215  ___________________________________________________________________
 AI6215* NAD 83(1997)-  43 25 39.55246(N)    088 16 55.74968(W)     ADJUSTED  
 AI6215* NAVD 88     -       357.688  (meters)    1173.51   (feet)  ADJUSTED  
 AI6215  ___________________________________________________________________
 AI6215  X           -     139,085.751 (meters)                     COMP
 AI6215  Y           -  -4,637,570.811 (meters)                     COMP
 AI6215  Z           -   4,362,349.791 (meters)                     COMP
 AI6215  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 AI6215  ELLIP HEIGHT-         322.87  (meters)          (11/17/00) GPS OBS
 AI6215  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 AI6215  DYNAMIC HT  -         357.605 (meters)    1173.24  (feet)  COMP
 AI6215  MODELED GRAV-     980,376.2   (mgal)                       NAVD 88
 AI6215
 AI6215  HORZ ORDER  -  FIRST
 AI6215  VERT ORDER  -  SECOND    CLASS I
 AI6215  ELLP ORDER  -  THIRD     CLASS II
 AI6215
 AI6215.The horizontal coordinates were established by GPS observations
 AI6215.and adjusted by the National Geodetic Survey in July 2000..
 AI6215
 AI6215.The orthometric height was determined by differential leveling
 AI6215.and adjusted by the National Geodetic Survey in October 2000..
 AI6215
 AI6215.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6215
 AI6215.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6215
 AI6215.The ellipsoidal height was determined by GPS observations
 AI6215.and is referenced to NAD 83.
 AI6215
 AI6215.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI6215;SPC WI S     -   160,031.288   739,080.355   MT  0.99993265   +1 10 49.2
 AI6215;SPC WI S     -   525,035.98  2,424,799.46   sFT  0.99993265   +1 10 49.2
 AI6215;UTM  16      - 4,809,105.069   396,221.055   MT  0.99973248   -0 52 53.3
 AI6215
 AI6215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6215!SPC WI S     -   0.99994937  x   0.99993265  =   0.99988202
 AI6215!UTM  16      -   0.99994937  x   0.99973248  =   0.99968187
 AI6215
 AI6215                          SUPERSEDED SURVEY CONTROL
 AI6215
 AI6215  ELLIP H (07/06/00)  322.87   (m)                       GP(       ) 2 1
 AI6215
 AI6215.Superseded values are not recommended for survey control.
 AI6215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6215.See file dsdata.txt to determine how the superseded data were derived.
 AI6215
 AI6215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9622109105(NAD 83)
 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 - November 21, 2003
 AI6215
 AI6215  HISTORY     - Date     Condition        Report By
 AI6215  HISTORY     - 1999     MONUMENTED       WIDT
 AI6215  HISTORY     - 20031121 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 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  USGS QUAD   -  ALLENTON (1971)
 AI6217
 AI6217                         *CURRENT SURVEY CONTROL
 AI6217  ___________________________________________________________________
 AI6217* NAD 83(1997)-  43 23 06.55210(N)    088 21 39.10560(W)     ADJUSTED  
 AI6217* NAVD 88     -       330.11   (meters)    1083.0    (feet)  GPS OBS   
 AI6217  ___________________________________________________________________
 AI6217  X           -     132,807.012 (meters)                     COMP
 AI6217  Y           -  -4,640,981.014 (meters)                     COMP
 AI6217  Z           -   4,358,900.344 (meters)                     COMP
 AI6217  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 AI6217  ELLIP HEIGHT-         295.35  (meters)          (11/17/00) GPS OBS
 AI6217  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 AI6217
 AI6217  HORZ ORDER  -  FIRST
 AI6217  ELLP ORDER  -  THIRD     CLASS II
 AI6217
 AI6217.The horizontal coordinates were established by GPS observations
 AI6217.and adjusted by the National Geodetic Survey in July 2000..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6217
 AI6217.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6217
 AI6217.The ellipsoidal height was determined by GPS observations
 AI6217.and is referenced to NAD 83.
 AI6217
 AI6217.The geoid height was determined by GEOID03.
 AI6217
 AI6217;                    North         East     Units Scale Factor Converg.
 AI6217;SPC WI S     -   155,182.458   732,801.482   MT  0.99993259   +1 07 34.5
 AI6217;SPC WI S     -   509,127.78  2,404,199.53   sFT  0.99993259   +1 07 34.5
 AI6217;UTM  16      - 4,804,486.125   389,773.061   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  =   0.99988628
 AI6217!UTM  16      -   0.99995369  x   0.99974946  =   0.99970316
 AI6217
 AI6217                          SUPERSEDED SURVEY CONTROL
 AI6217
 AI6217  ELLIP H (07/06/00)  295.35   (m)                       GP(       ) 2 1
 AI6217
 AI6217.Superseded values are not recommended for survey control.
 AI6217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6217.See file dsdata.txt to determine how the superseded data were derived.
 AI6217
 AI6217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8977304486(NAD 83)
 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 - November 21, 2003
 AI6217
 AI6217  HISTORY     - Date     Condition        Report By
 AI6217  HISTORY     - 1999     MONUMENTED       WIDT
 AI6217  HISTORY     - 20031121 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 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  USGS QUAD   -  NENNO (1976)
 AI6214
 AI6214                         *CURRENT SURVEY CONTROL
 AI6214  ___________________________________________________________________
 AI6214* NAD 83(1997)-  43 26 06.60173(N)    088 22 36.91398(W)     ADJUSTED  
 AI6214* NAVD 88     -       328.02   (meters)    1076.2    (feet)  GPS OBS   
 AI6214  ___________________________________________________________________
 AI6214  X           -     131,398.104 (meters)                     COMP
 AI6214  Y           -  -4,637,199.276 (meters)                     COMP
 AI6214  Z           -   4,362,935.631 (meters)                     COMP
 AI6214  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AI6214  ELLIP HEIGHT-         293.19  (meters)          (11/17/00) GPS OBS
 AI6214  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 AI6214
 AI6214  HORZ ORDER  -  FIRST
 AI6214  ELLP ORDER  -  THIRD     CLASS II
 AI6214
 AI6214.The horizontal coordinates were established by GPS observations
 AI6214.and adjusted by the National Geodetic Survey in July 2000..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6214
 AI6214.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6214
 AI6214.The ellipsoidal height was determined by GPS observations
 AI6214.and is referenced to NAD 83.
 AI6214
 AI6214.The geoid height was determined by GEOID03.
 AI6214
 AI6214;                    North         East     Units Scale Factor Converg.
 AI6214;SPC WI S     -   160,712.151   731,392.511   MT  0.99993272   +1 06 54.8
 AI6214;SPC WI S     -   527,269.78  2,399,576.93   sFT  0.99993272   +1 06 54.8
 AI6214;UTM  16      - 4,810,061.912   388,564.142   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  =   0.99988675
 AI6214!UTM  16      -   0.99995403  x   0.99975275  =   0.99970679
 AI6214
 AI6214                          SUPERSEDED SURVEY CONTROL
 AI6214
 AI6214  ELLIP H (07/06/00)  293.19   (m)                       GP(       ) 2 1
 AI6214
 AI6214.Superseded values are not recommended for survey control.
 AI6214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6214.See file dsdata.txt to determine how the superseded data were derived.
 AI6214
 AI6214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8856410062(NAD 83)
 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_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 - November 21, 2003
 AI6214
 AI6214  HISTORY     - Date     Condition        Report By
 AI6214  HISTORY     - 1999     MONUMENTED       WIDT
 AI6214  HISTORY     - 20020715 GOOD             WIDT
 AI6214  HISTORY     - 20031121 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0055 ***********************************************************************
 PN0055  DESIGNATION -  ADOLPH
 PN0055  PID         -  PN0055
 PN0055  STATE/COUNTY-  WI/BROWN
 PN0055  USGS QUAD   -  ONEIDA NORTH (1992)
 PN0055
 PN0055                         *CURRENT SURVEY CONTROL
 PN0055  ___________________________________________________________________
 PN0055* NAD 83(1991)-  44 30 43.85320(N)    088 10 45.63411(W)     ADJUSTED  
 PN0055* NAVD 88     -       218.505  (meters)     716.88   (feet)  ADJUSTED  
 PN0055  ___________________________________________________________________
 PN0055  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 PN0055  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PN0055  DYNAMIC HT  -         218.477 (meters)     716.79  (feet)  COMP
 PN0055  MODELED GRAV-     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
 PN0055.and adjusted by the National Geodetic Survey in June 1991..
 PN0055
 PN0055.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0055
 PN0055.The geoid height was determined by GEOID03.
 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;                    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     -   0.99997141  x   0.99996077  =   0.99993219
 PN0055!UTM  16      -   0.99997141  x   0.99970805  =   0.99967947
 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|---------------------------------------------------------------------|
 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
 PN0055.Superseded values are not recommended for survey control.
 PN0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0055.See file dsdata.txt to determine how the superseded data were derived.
 PN0055
 PN0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0626429439(NAD 83)
 PN0055_MARKER: DE = TRAVERSE STATION DISK
 PN0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0055_STAMPING: ADOLPH 1926
 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     SEE DESCRIPTION  CGS
 PN0055  HISTORY     - 1930     GOOD             NGS
 PN0055  HISTORY     - 1934     GOOD             NGS
 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 NATIONAL 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 NATIONAL 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 = OCTOBER  7, 2006
 RM0668 ***********************************************************************
 RM0668  DESIGNATION -  AGENDA
 RM0668  PID         -  RM0668
 RM0668  STATE/COUNTY-  WI/ASHLAND
 RM0668  USGS QUAD   -  HAY CREEK FLOWAGE (1984)
 RM0668
 RM0668                         *CURRENT SURVEY CONTROL
 RM0668  ___________________________________________________________________
 RM0668* NAD 83(1991)-  46 02 16.87074(N)    090 21 41.28008(W)     ADJUSTED  
 RM0668* NAVD 88     -       482.32   (+/-2cm)    1582.4    (feet)  VERTCON   
 RM0668  ___________________________________________________________________
 RM0668  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 RM0668  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 RM0668
 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.The vertical order pertains to the NGVD 29 superseded value.
 RM0668
 RM0668.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0668
 RM0668.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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 (07/19/86)  482.31   (m)         1582.4    (f) LEVELING    3  
 RM0668
 RM0668.Superseded values are not recommended for survey control.
 RM0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0668.See file dsdata.txt to determine how the superseded data were derived.
 RM0668
 RM0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM0416501657(NAD 83)
 RM0668_MARKER: DS = TRIANGULATION STATION DISK
 RM0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 AF9969 ***********************************************************************
 AF9969  DESIGNATION -  AGENDA
 AF9969  PID         -  AF9969
 AF9969  STATE/COUNTY-  WI/ASHLAND
 AF9969  USGS QUAD   -  BUTTERNUT (1984)
 AF9969
 AF9969                         *CURRENT SURVEY CONTROL
 AF9969  ___________________________________________________________________
 AF9969* NAD 83(1997)-  46 00 34.88466(N)    090 27 35.34286(W)     ADJUSTED  
 AF9969* NAVD 88     -       486.4    (meters)    1596.     (feet)  GPS OBS   
 AF9969  ___________________________________________________________________
 AF9969  X           -     -35,614.918 (meters)                     COMP
 AF9969  Y           -  -4,437,719.055 (meters)                     COMP
 AF9969  Z           -   4,566,323.749 (meters)                     COMP
 AF9969  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 AF9969  ELLIP HEIGHT-         456.00  (meters)          (12/26/02) GPS OBS
 AF9969  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 AF9969
 AF9969  HORZ ORDER  -  FIRST
 AF9969  ELLP ORDER  -  THIRD     CLASS II
 AF9969
 AF9969.The horizontal coordinates were established by GPS observations
 AF9969.and adjusted by the National Geodetic Survey in December 2002..
 AF9969
 AF9969.The orthometric height was determined by GPS observations and a
 AF9969.high-resolution geoid model.
 AF9969
 AF9969.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9969
 AF9969.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9969
 AF9969.The ellipsoidal height was determined by GPS observations
 AF9969.and is referenced to NAD 83.
 AF9969
 AF9969.The geoid height was determined by GEOID03.
 AF9969
 AF9969;                    North         East     Units Scale Factor Converg.
 AF9969;SPC WI N     -    93,799.946   564,389.251   MT  0.99994914   -0 19 54.1
 AF9969;SPC WI N     -   307,741.99  1,851,667.07   sFT  0.99994914   -0 19 54.1
 AF9969;UTM  15      - 5,098,261.499   696,655.684   MT  1.00007545   +1 49 41.3
 AF9969
 AF9969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9969!SPC WI N     -   0.99992852  x   0.99994914  =   0.99987766
 AF9969!UTM  15      -   0.99992852  x   1.00007545  =   1.00000396
 AF9969
 AF9969                          SUPERSEDED SURVEY CONTROL
 AF9969
 AF9969  NAD 83(1991)-  46 00 34.88432(N)    090 27 35.34168(W) AD(       ) 1
 AF9969  ELLIP H (04/30/98)  456.01   (m)                       GP(       ) 3 2
 AF9969
 AF9969.Superseded values are not recommended for survey control.
 AF9969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9969.See file dsdata.txt to determine how the superseded data were derived.
 AF9969
 AF9969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL9665698261(NAD 83)
 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 - September 05, 2003
 AF9969
 AF9969  HISTORY     - Date     Condition        Report By
 AF9969  HISTORY     - 1995     MONUMENTED       WI-099
 AF9969  HISTORY     - 20030905 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0396 ***********************************************************************
 PM0396  DESIGNATION -  AHNAPEE
 PM0396  PID         -  PM0396
 PM0396  STATE/COUNTY-  WI/KEWAUNEE
 PM0396  USGS QUAD   -  FORESTVILLE (1982)
 PM0396
 PM0396                         *CURRENT SURVEY CONTROL
 PM0396  ___________________________________________________________________
 PM0396* NAD 83(1991)-  44 40 18.60071(N)    087 22 46.82903(W)     ADJUSTED  
 PM0396* NAVD 88     -       197.     (meters)     646.     (feet)  SCALED    
 PM0396  ___________________________________________________________________
 PM0396  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 PM0396  GEOID HEIGHT-         -36.50  (meters)                     GEOID03
 PM0396
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0396
 PM0396.The geoid height was determined by GEOID03.
 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     -   0.99997484  x   0.99994703  =   0.99992187
 PM0396!UTM  16      -   0.99997484  x   0.99961114  =   0.99958599
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0396.See file dsdata.txt to determine how the superseded data were derived.
 PM0396
 PM0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ6990546566(NAD 83)
 PM0396_MARKER: DS = TRIANGULATION STATION DISK
 PM0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 PM0119 ***********************************************************************
 PM0119  SACS        -  This is a Secondary Airport Control Station.
 PM0119  DESIGNATION -  AIRPORT
 PM0119  PID         -  PM0119
 PM0119  STATE/COUNTY-  WI/MANITOWOC
 PM0119  USGS QUAD   -  MANITOWOC (1973)
 PM0119
 PM0119                         *CURRENT SURVEY CONTROL
 PM0119  ___________________________________________________________________
 PM0119* NAD 83(1997)-  44 07 17.82028(N)    087 41 04.91261(W)     ADJUSTED  
 PM0119* NAVD 88     -       198.193  (meters)     650.24   (feet)  ADJUSTED  
 PM0119  ___________________________________________________________________
 PM0119  X           -     185,276.085 (meters)                     COMP
 PM0119  Y           -  -4,582,451.309 (meters)                     COMP
 PM0119  Z           -   4,417,915.087 (meters)                     COMP
 PM0119  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 PM0119  ELLIP HEIGHT-         162.06  (meters)          (04/28/99) GPS OBS
 PM0119  GEOID HEIGHT-         -36.12  (meters)                     GEOID03
 PM0119  DYNAMIC HT  -         198.161 (meters)     650.13  (feet)  COMP
 PM0119  MODELED GRAV-     980,453.5   (mgal)                       NAVD 88
 PM0119
 PM0119  HORZ ORDER  -  A
 PM0119  VERT ORDER  -  FIRST     CLASS 0
 PM0119  ELLP ORDER  -  THIRD     CLASS I
 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 April 1999..
 PM0119
 PM0119.The orthometric height was determined by differential leveling
 PM0119.and adjusted by the National Geodetic Survey in June 1991..
 PM0119.WARNING-Repeat measurements at this control monument indicate possible
 PM0119.vertical movement.
 PM0119
 PM0119.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PM0119
 PM0119.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0119
 PM0119.The ellipsoidal height was determined by GPS observations
 PM0119.and is referenced to NAD 83.
 PM0119
 PM0119.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PM0119;SPC WI S     -   238,272.976   785,300.161   MT  1.00001163   +1 35 27.1
 PM0119;SPC WI S     -   781,733.92  2,576,438.94   sFT  1.00001163   +1 35 27.1
 PM0119;UTM  16      - 4,885,608.579   445,217.165   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     -  TWO RIVERS E MUNICIPAL TANK              068 16 56.9
 PM0119:UTM  16      -  TWO RIVERS E MUNICIPAL TANK              070 21 00.1
 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(1991)-  44 07 17.81942(N)    087 41 04.91184(W) AD(       ) 1
 PM0119  ELLIP H (09/30/94)  162.17   (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 (04/28/99)  198.19   (m)          650.2    (f) LEVELING    3  
 PM0119  NGVD 29 (??/??/92)  198.202  (m)          650.27   (f) ADJ UNCH    1 0
 PM0119
 PM0119.Superseded values are not recommended for survey control.
 PM0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0119.See file dsdata.txt to determine how the superseded data were derived.
 PM0119
 PM0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4521785609(NAD 83)
 PM0119_MARKER: DS = TRIANGULATION STATION DISK
 PM0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0119_SP_SET: 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 - April 21, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0121 ***********************************************************************
 PM0121  DESIGNATION -  AIRPORT AZ MK
 PM0121  PID         -  PM0121
 PM0121  STATE/COUNTY-  WI/MANITOWOC
 PM0121  USGS QUAD   -  MANITOWOC (1973)
 PM0121
 PM0121                         *CURRENT SURVEY CONTROL
 PM0121  ___________________________________________________________________
 PM0121* NAD 83(1986)-  44 07 17.     (N)    087 40 59.     (W)     SCALED    
 PM0121* NAVD 88     -       198.155  (meters)     650.11   (feet)  ADJUSTED  
 PM0121  ___________________________________________________________________
 PM0121  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 PM0121  DYNAMIC HT  -         198.123 (meters)     650.01  (feet)  COMP
 PM0121  MODELED GRAV-     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 scaled from a topographic map and have
 PM0121.an estimated accuracy of +/- 6 seconds.
 PM0121
 PM0121.The orthometric height was determined by differential leveling
 PM0121.and adjusted by the National Geodetic Survey in June 1991..
 PM0121
 PM0121.The geoid height was determined by GEOID03.
 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     -   238,250.      785,430.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0121.See file dsdata.txt to determine how the superseded data were derived.
 PM0121
 PM0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP453855(NAD 83)
 PM0121_MARKER: DZ = AZIMUTH MARK DISK
 PM0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PM0121_STAMPING: AIRPORT 1953
 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 = OCTOBER  7, 2006
 PN1126 ***********************************************************************
 PN1126  DESIGNATION -  AIRPORT BCN ALEXANDER APT
 PN1126  PID         -  PN1126
 PN1126  STATE/COUNTY-  WI/WOOD
 PN1126  USGS QUAD   -  WISCONSIN RAPIDS SOUTH (1984)
 PN1126
 PN1126                         *CURRENT SURVEY CONTROL
 PN1126  ___________________________________________________________________
 PN1126* NAD 83(1991)-  44 21 39.40594(N)    089 49 54.32234(W)     ADJUSTED  
 PN1126* NAVD 88     -       327.8    (meters)    1075.     (feet)  VERTCON   
 PN1126  ___________________________________________________________________
 PN1126  LAPLACE CORR-          -5.56  (seconds)                    DEFLEC99
 PN1126  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 PN1126
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1126
 PN1126.The geoid height was determined by GEOID03.
 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     -   0.99995413  x   0.99998087  =   0.99993500
 PN1126!UTM  16      -   0.99995413  x   1.00022626  =   1.00018038
 PN1126
 PN1126                          SUPERSEDED SURVEY CONTROL
 PN1126
 PN1126  NAD 83(1986)-  44 21 39.40398(N)    089 49 54.32642(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1126.See file dsdata.txt to determine how the superseded data were derived.
 PN1126
 PN1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7434515864(NAD 83)
 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 = OCTOBER  7, 2006
 PN1156 ***********************************************************************
 PN1156  DESIGNATION -  AIRPORT BCN CENTRAL WI APT
 PN1156  PID         -  PN1156
 PN1156  STATE/COUNTY-  WI/MARATHON
 PN1156  USGS QUAD   -  MOSINEE (1982)
 PN1156
 PN1156                         *CURRENT SURVEY CONTROL
 PN1156  ___________________________________________________________________
 PN1156* NAD 83(1991)-  44 47 08.30480(N)    089 40 17.96570(W)     ADJUSTED  
 PN1156* NAVD 88     -                                                        
 PN1156  ___________________________________________________________________
 PN1156  LAPLACE CORR-          -5.84  (seconds)                    DEFLEC99
 PN1156  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 PN1156
 PN1156  HORZ ORDER  -  THIRD
 PN1156
 PN1156.This mark is at Central Wisconsin Airport (CWA)
 PN1156
 PN1156.The horizontal coordinates were established by classical geodetic methods
 PN1156.and adjusted by the National Geodetic Survey in November 1991..
 PN1156
 PN1156
 PN1156.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1156
 PN1156.The geoid height was determined by GEOID03.
 PN1156
 PN1156;                    North         East     Units Scale Factor Converg.
 PN1156;SPC WI C     -   105,871.309   625,983.566   MT  0.99994195   +0 13 54.0
 PN1156;SPC WI C     -   347,346.12  2,053,747.75   sFT  0.99994195   +0 13 54.0
 PN1156;UTM  16      - 4,962,610.733   288,648.210   MT  1.00014933   -1 52 57.9
 PN1156
 PN1156                          SUPERSEDED SURVEY CONTROL
 PN1156
 PN1156  NAD 83(1986)-  44 47 08.30419(N)    089 40 17.97515(W) AD(       ) 4
 PN1156  NAD 27      -  44 47 08.41472(N)    089 40 17.53262(W) AD(       ) 3
 PN1156
 PN1156.Superseded values are not recommended for survey control.
 PN1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1156.See file dsdata.txt to determine how the superseded data were derived.
 PN1156
 PN1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ8864862611(NAD 83)
 PN1156_MARKER: 21 = AIRPORT BEACON
 PN1156_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN1156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN1156+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2002
 PN1156
 PN1156  HISTORY     - Date     Condition        Report By
 PN1156  HISTORY     - 1970     FIRST OBSERVED   CGS
 PN1156  HISTORY     - 19910906 GOOD             NGS
 PN1156  HISTORY     - 20020123 GOOD             USPSQD
 PN1156  HISTORY     - 20040925 GOOD             USPSQD
 PN1156
 PN1156                          STATION DESCRIPTION
 PN1156
 PN1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1970 (EDW)
 PN1156'THE STATION, IS THE LIGHT TOP CENTER OF THE CENTRAL WISCONSIN
 PN1156'AIRPORT BEACON.  IT IS A STANDARD AIRPORT BEACON LIGHT ATOP A
 PN1156'SINGLE POLE MAST, WITH A CAGE AROUND THE LIGHT.  IT IS PAINTED
 PN1156'RED AND WHITE IN COLOR AND APPROXIMATELY 50 FEET IN HEIGHT.
 PN1156'OWNERSHIP--CENTRAL WISCONSIN AIRPORT.
 PN1156'
 PN1156'THE STATION IS LOCATED AT THE CENTRAL WISCONSIN AIRPORT, MOSINEE
 PN1156'WISCONSIN.
 PN1156
 PN1156                          STATION RECOVERY (1991)
 PN1156
 PN1156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (DRM)
 PN1156'THE STATION IS LOCATED ON THE CENTRAL WISCONSIN AIRPORT IN A GRASS
 PN1156'AREA IN THE FRONT OF THE TERMINAL BUILDING.  IT IS ABOUT 170 FT (51.8
 PN1156'M) SOUTH OF CENTERLINE OF STATE HIGHWAY 53, 300 FT (91.4 M) NORTH OF A
 PN1156'PAVED PARKING LOT, 300 FT (91.4 M) WEST OF A PAVED ROAD LEADING TO THE
 PN1156'PARKING LOT, AND 540 FT (164.6 M) EAST OF THE OTHER ROAD LEADING TO
 PN1156'THE PARKING LOT.  THE POINT OBSERVED WAS THE CENTER OF THE SPINDLE
 PN1156'BELOW THE LIGHT.
 PN1156
 PN1156                          STATION RECOVERY (2002)
 PN1156
 PN1156'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN1156'RECOVERED IN GOOD CONDITION.
 PN1156
 PN1156                          STATION RECOVERY (2004)
 PN1156
 PN1156'RECOVERY NOTE BY US POWER SQUADRON 2004 (CB)
 PN1156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON1043 ***********************************************************************
 ON1043  DESIGNATION -  AIRPORT BCN LONE ROCK APT
 ON1043  PID         -  ON1043
 ON1043  STATE/COUNTY-  WI/RICHLAND
 ON1043  USGS QUAD   -  LONE ROCK (1983)
 ON1043
 ON1043                         *CURRENT SURVEY CONTROL
 ON1043  ___________________________________________________________________
 ON1043* NAD 83(1991)-  43 12 47.89929(N)    090 11 31.25711(W)     ADJUSTED  
 ON1043* NAVD 88     -                                                        
 ON1043  ___________________________________________________________________
 ON1043  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 ON1043  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 ON1043
 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
 ON1043.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1043
 ON1043.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ON1043
 ON1043  NAD 83(1986)-  43 12 47.89171(N)    090 11 31.26029(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1043.See file dsdata.txt to determine how the superseded data were derived.
 ON1043
 ON1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH2808788331(NAD 83)
 ON1043_MARKER: 22 = AIRWAY 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 = OCTOBER  7, 2006
 NH1331 ***********************************************************************
 NH1331  DESIGNATION -  AIRPORT BCN N SIDE APT JANESV
 NH1331  PID         -  NH1331
 NH1331  STATE/COUNTY-  WI/ROCK
 NH1331  USGS QUAD   -  JANESVILLE WEST (1976)
 NH1331
 NH1331                         *CURRENT SURVEY CONTROL
 NH1331  ___________________________________________________________________
 NH1331* NAD 83(1991)-  42 42 37.64893(N)    089 00 24.80039(W)     ADJUSTED  
 NH1331* NAVD 88     -                                                        
 NH1331  ___________________________________________________________________
 NH1331  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 NH1331  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 NH1331
 NH1331  HORZ ORDER  -  THIRD
 NH1331
 NH1331.The horizontal coordinates were established by classical geodetic methods
 NH1331.and adjusted by the National Geodetic Survey in November 1991..
 NH1331
 NH1331
 NH1331.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1331
 NH1331.The geoid height was determined by GEOID03.
 NH1331
 NH1331;                    North         East     Units Scale Factor Converg.
 NH1331;SPC WI S     -    79,410.484   681,356.887   MT  1.00000469   +0 40 56.5
 NH1331;SPC WI S     -   260,532.56  2,235,418.39   sFT  1.00000469   +0 40 56.5
 NH1331;UTM  16      - 4,730,615.204   335,653.065   MT  0.99993231   -1 21 41.6
 NH1331
 NH1331                          SUPERSEDED SURVEY CONTROL
 NH1331
 NH1331  NAD 83(1986)-  42 42 37.64287(N)    089 00 24.80567(W) AD(       ) 4
 NH1331  NAD 27      -  42 42 37.61100(N)    089 00 24.40500(W) AD(       ) 3
 NH1331
 NH1331.Superseded values are not recommended for survey control.
 NH1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1331.See file dsdata.txt to determine how the superseded data were derived.
 NH1331
 NH1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3565330615(NAD 83)
 NH1331_MARKER: 21 = AIRPORT BEACON
 NH1331
 NH1331  HISTORY     - Date     Condition        Report By
 NH1331  HISTORY     - 1957     FIRST OBSERVED   CGS
 NH1331  HISTORY     - 19950930 MARK NOT FOUND   USPSQD
 NH1331  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH1331
 NH1331                          STATION DESCRIPTION
 NH1331
 NH1331'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1331'THE STATION IS THE CENTER OF THE BEACON ATOP A STEEL TOWER
 NH1331'LOCATED AT THE NORTHSIDE AIRPORT, APPROXIMATELY 2 MILES
 NH1331'NORTHEAST OF THE CITY OF JANESVILLE.  THE OVERALL HEIGHT
 NH1331'IS APPROXIMATELY 50 FEET AND THE SUPPORTING TOWER IS PAINTED
 NH1331'ORANGE AND WHITE.
 NH1331'
 NH1331'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14
 NH1331'AND STATE HIGHWAY 26, APPROXIMATELY 2 MILES NORTH OF THE
 NH1331'CITY OF JANESVILLE, GO WEST ON U.S. HIGHWAY 14 FOR 0.45
 NH1331'MILE TO A SIDE ROAD ON THE LEFT, (AIRPORT ROAD) TURN LEFT
 NH1331'AND GO SOUTH ON AIRPORT ROAD FOR 0.9 MILE TO THE STATION
 NH1331'ON THE RIGHT.
 NH1331'
 NH1331'(NOTE) THIS PARTY WAS ADVISED BY AIRPORT PERSONNEL THAT
 NH1331'IN THE NEAR FUTURE THIS BEACON AND POSSIBLY THE ENTIRE AIRPORT
 NH1331'WILL BE REMOVED.
 NH1331
 NH1331                          STATION RECOVERY (1995)
 NH1331
 NH1331'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1331'MARK NOT FOUND.
 NH1331
 NH1331                          STATION RECOVERY (2001)
 NH1331
 NH1331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1331'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0877 ***********************************************************************
 OM0877  DESIGNATION -  AIRPORT BCN WATERTOWN MUN APT
 OM0877  PID         -  OM0877
 OM0877  STATE/COUNTY-  WI/JEFFERSON
 OM0877  USGS QUAD   -  WATERTOWN (1971)
 OM0877
 OM0877                         *CURRENT SURVEY CONTROL
 OM0877  ___________________________________________________________________
 OM0877* NAD 83(1991)-  43 10 17.17727(N)    088 43 41.89259(W)     ADJUSTED  
 OM0877* NAVD 88     -                                                        
 OM0877  ___________________________________________________________________
 OM0877  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 OM0877  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 OM0877
 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
 OM0877.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0877
 OM0877.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 OM0877
 OM0877  NAD 83(1986)-  43 10 17.17002(N)    088 43 41.89867(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0877.See file dsdata.txt to determine how the superseded data were derived.
 OM0877
 OM0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5952081303(NAD 83)
 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 = OCTOBER  7, 2006
 PM0118 ***********************************************************************
 PM0118  DESIGNATION -  AIRPORT RM 1
 PM0118  PID         -  PM0118
 PM0118  STATE/COUNTY-  WI/MANITOWOC
 PM0118  USGS QUAD   -  MANITOWOC (1973)
 PM0118
 PM0118                         *CURRENT SURVEY CONTROL
 PM0118  ___________________________________________________________________
 PM0118* NAD 83(1986)-  44 07 17.     (N)    087 41 04.     (W)     SCALED    
 PM0118* NAVD 88     -       198.382  (meters)     650.86   (feet)  ADJUSTED  
 PM0118  ___________________________________________________________________
 PM0118  GEOID HEIGHT-         -36.12  (meters)                     GEOID03
 PM0118  DYNAMIC HT  -         198.351 (meters)     650.76  (feet)  COMP
 PM0118  MODELED GRAV-     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 scaled from a topographic map and have
 PM0118.an estimated accuracy of +/- 6 seconds.
 PM0118
 PM0118.The orthometric height was determined by differential leveling
 PM0118.and adjusted by the National Geodetic Survey in June 1991..
 PM0118
 PM0118.The geoid height was determined by GEOID03.
 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     -   238,250.      785,320.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0118.See file dsdata.txt to determine how the superseded data were derived.
 PM0118
 PM0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP452855(NAD 83)
 PM0118_MARKER: DR = REFERENCE MARK DISK
 PM0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PM0118_STAMPING: AIRPORT NO 1 1953
 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 = OCTOBER  7, 2006
 PM0120 ***********************************************************************
 PM0120  DESIGNATION -  AIRPORT RM 2
 PM0120  PID         -  PM0120
 PM0120  STATE/COUNTY-  WI/MANITOWOC
 PM0120  USGS QUAD   -  MANITOWOC (1973)
 PM0120
 PM0120                         *CURRENT SURVEY CONTROL
 PM0120  ___________________________________________________________________
 PM0120* NAD 83(1986)-  44 07 17.     (N)    087 41 04.     (W)     SCALED    
 PM0120* NAVD 88     -       198.162  (meters)     650.14   (feet)  ADJUSTED  
 PM0120  ___________________________________________________________________
 PM0120  GEOID HEIGHT-         -36.12  (meters)                     GEOID03
 PM0120  DYNAMIC HT  -         198.131 (meters)     650.03  (feet)  COMP
 PM0120  MODELED GRAV-     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 scaled from a topographic map and have
 PM0120.an estimated accuracy of +/- 6 seconds.
 PM0120
 PM0120.The orthometric height was determined by differential leveling
 PM0120.and adjusted by the National Geodetic Survey in June 1991..
 PM0120
 PM0120.The geoid height was determined by GEOID03.
 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     -   238,250.      785,320.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0120.See file dsdata.txt to determine how the superseded data were derived.
 PM0120
 PM0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP452855(NAD 83)
 PM0120_MARKER: DR = REFERENCE MARK DISK
 PM0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 DH5361 ***********************************************************************
 DH5361  DESIGNATION -  AKAN N GPS
 DH5361  PID         -  DH5361
 DH5361  STATE/COUNTY-  WI/RICHLAND
 DH5361  USGS QUAD   -  BOAZ (1983)
 DH5361
 DH5361                         *CURRENT SURVEY CONTROL
 DH5361  ___________________________________________________________________
 DH5361* NAD 83(1997)-  43 21 49.04336(N)    090 36 55.01181(W)     ADJUSTED  
 DH5361* NAVD 88     -                                                        
 DH5361  ___________________________________________________________________
 DH5361  X           -     -49,875.339 (meters)                     COMP
 DH5361  Y           -  -4,644,278.479 (meters)                     COMP
 DH5361  Z           -   4,357,182.925 (meters)                     COMP
 DH5361  LAPLACE CORR-          -5.69  (seconds)                    DEFLEC99
 DH5361  ELLIP HEIGHT-         326.47  (meters)          (08/01/05) GPS OBS
 DH5361  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 DH5361
 DH5361  HORZ ORDER  -  FIRST
 DH5361  ELLP ORDER  -  SECOND    CLASS I
 DH5361
 DH5361.The horizontal coordinates were established by GPS observations
 DH5361.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5361
 DH5361
 DH5361.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5361
 DH5361.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5361
 DH5361.The ellipsoidal height was determined by GPS observations
 DH5361.and is referenced to NAD 83.
 DH5361
 DH5361.The geoid height was determined by GEOID03.
 DH5361
 DH5361;                    North         East     Units Scale Factor Converg.
 DH5361;SPC WI S     -   151,669.324   550,130.057   MT  0.99993276   -0 25 21.9
 DH5361;SPC WI S     -   497,601.77  1,804,885.03   sFT  0.99993276   -0 25 21.9
 DH5361;UTM  15      - 4,803,957.691   693,227.653   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  =   0.99988157
 DH5361!UTM  15      -   0.99994881  x   1.00005930  =   1.00000810
 DH5361
 DH5361                          SUPERSEDED SURVEY CONTROL
 DH5361
 DH5361.No superseded survey control is available for this station.
 DH5361
 DH5361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9322803958(NAD 83)
 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 - 2003
 DH5361
 DH5361  HISTORY     - Date     Condition        Report By
 DH5361  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5363 ***********************************************************************
 DH5363  DESIGNATION -  AKAN S GPS
 DH5363  PID         -  DH5363
 DH5363  STATE/COUNTY-  WI/RICHLAND
 DH5363  USGS QUAD   -  BOAZ (1983)
 DH5363
 DH5363                         *CURRENT SURVEY CONTROL
 DH5363  ___________________________________________________________________
 DH5363* NAD 83(1997)-  43 17 49.43812(N)    090 33 24.69098(W)     ADJUSTED  
 DH5363* NAVD 88     -                                                        
 DH5363  ___________________________________________________________________
 DH5363  X           -     -45,188.121 (meters)                     COMP
 DH5363  Y           -  -4,649,307.842 (meters)                     COMP
 DH5363  Z           -   4,351,716.065 (meters)                     COMP
 DH5363  LAPLACE CORR-          -5.87  (seconds)                    DEFLEC99
 DH5363  ELLIP HEIGHT-         198.43  (meters)          (08/01/05) GPS OBS
 DH5363  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 DH5363
 DH5363  HORZ ORDER  -  FIRST
 DH5363  ELLP ORDER  -  SECOND    CLASS I
 DH5363
 DH5363.The horizontal coordinates were established by GPS observations
 DH5363.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5363
 DH5363
 DH5363.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5363
 DH5363.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5363
 DH5363.The ellipsoidal height was determined by GPS observations
 DH5363.and is referenced to NAD 83.
 DH5363
 DH5363.The geoid height was determined by GEOID03.
 DH5363
 DH5363;                    North         East     Units Scale Factor Converg.
 DH5363;SPC WI S     -   144,242.272   554,815.881   MT  0.99993419   -0 22 57.4
 DH5363;SPC WI S     -   473,234.85  1,820,258.44   sFT  0.99993419   -0 22 57.4
 DH5363;UTM  15      - 4,796,702.847   698,178.061   MT  1.00008315   +1 40 33.6
 DH5363
 DH5363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5363!SPC WI S     -   0.99996888  x   0.99993419  =   0.99990308
 DH5363!UTM  15      -   0.99996888  x   1.00008315  =   1.00005203
 DH5363
 DH5363                          SUPERSEDED SURVEY CONTROL
 DH5363
 DH5363.No superseded survey control is available for this station.
 DH5363
 DH5363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9817896703(NAD 83)
 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 - 2003
 DH5363
 DH5363  HISTORY     - Date     Condition        Report By
 DH5363  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5362 ***********************************************************************
 DH5362  DESIGNATION -  AKAN W GPS
 DH5362  PID         -  DH5362
 DH5362  STATE/COUNTY-  WI/RICHLAND
 DH5362  USGS QUAD   -  MT ZION (1983)
 DH5362
 DH5362                         *CURRENT SURVEY CONTROL
 DH5362  ___________________________________________________________________
 DH5362* NAD 83(1997)-  43 18 50.03299(N)    090 37 42.52546(W)     ADJUSTED  
 DH5362* NAVD 88     -                                                        
 DH5362  ___________________________________________________________________
 DH5362  X           -     -50,986.523 (meters)                     COMP
 DH5362  Y           -  -4,648,037.614 (meters)                     COMP
 DH5362  Z           -   4,353,145.247 (meters)                     COMP
 DH5362  LAPLACE CORR-          -5.75  (seconds)                    DEFLEC99
 DH5362  ELLIP HEIGHT-         298.03  (meters)          (08/01/05) GPS OBS
 DH5362  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 DH5362
 DH5362  HORZ ORDER  -  FIRST
 DH5362  ELLP ORDER  -  SECOND    CLASS I
 DH5362
 DH5362.The horizontal coordinates were established by GPS observations
 DH5362.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5362
 DH5362
 DH5362.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5362
 DH5362.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5362
 DH5362.The ellipsoidal height was determined by GPS observations
 DH5362.and is referenced to NAD 83.
 DH5362
 DH5362.The geoid height was determined by GEOID03.
 DH5362
 DH5362;                    North         East     Units Scale Factor Converg.
 DH5362;SPC WI S     -   146,153.402   549,018.696   MT  0.99993370   -0 25 54.6
 DH5362;SPC WI S     -   479,504.95  1,801,238.84   sFT  0.99993370   -0 25 54.6
 DH5362;UTM  15      - 4,798,404.698   692,315.166   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  =   1.00000824
 DH5362
 DH5362                          SUPERSEDED SURVEY CONTROL
 DH5362
 DH5362.No superseded survey control is available for this station.
 DH5362
 DH5362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9231598405(NAD 83)
 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 - 2003
 DH5362
 DH5362  HISTORY     - Date     Condition        Report By
 DH5362  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0522 ***********************************************************************
 PM0522  DESIGNATION -  ALASKA
 PM0522  PID         -  PM0522
 PM0522  STATE/COUNTY-  WI/KEWAUNEE
 PM0522  USGS QUAD   -  CASCO (1978)
 PM0522
 PM0522                         *CURRENT SURVEY CONTROL
 PM0522  ___________________________________________________________________
 PM0522* NAD 83(1991)-  44 32 29.41522(N)    087 30 55.99136(W)     ADJUSTED  
 PM0522* NAVD 88     -       226.     (meters)     741.     (feet)  SCALED    
 PM0522  ___________________________________________________________________
 PM0522  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 PM0522  GEOID HEIGHT-         -36.30  (meters)                     GEOID03
 PM0522
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0522
 PM0522.The geoid height was determined by GEOID03.
 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     -   0.99997026  x   0.99995767  =   0.99992793
 PM0522!UTM  16      -   0.99997026  x   0.99962063  =   0.99959090
 PM0522
 PM0522:                Primary Azimuth Mark                     Grid Az
 PM0522:SPC WI C     -  RANKIN ST JOHNS LUTH CH SPIRE            006 19 20.0
 PM0522:UTM  16      -  RANKIN ST JOHNS LUTH CH SPIRE            008 26 12.6
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0522.See file dsdata.txt to determine how the superseded data were derived.
 PM0522
 PM0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5904432149(NAD 83)
 PM0522_MARKER: DS = TRIANGULATION STATION DISK
 PM0522_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 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 = OCTOBER  7, 2006
 NH1380 ***********************************************************************
 NH1380  DESIGNATION -  ALBANY
 NH1380  PID         -  NH1380
 NH1380  STATE/COUNTY-  WI/GREEN
 NH1380  USGS QUAD   -  ALBANY (1962)
 NH1380
 NH1380                         *CURRENT SURVEY CONTROL
 NH1380  ___________________________________________________________________
 NH1380* NAD 83(1991)-  42 39 54.74146(N)    089 26 47.95060(W)     ADJUSTED  
 NH1380* NAVD 88     -       296.     (meters)     971.     (feet)  SCALED    
 NH1380  ___________________________________________________________________
 NH1380  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 NH1380  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 NH1380
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1380
 NH1380.The geoid height was determined by GEOID03.
 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  =   1.00005352
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1380.See file dsdata.txt to determine how the superseded data were derived.
 NH1380
 NH1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9949326540(NAD 83)
 NH1380_MARKER: DS = TRIANGULATION STATION DISK
 NH1380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1380
 NH1380  HISTORY     - Date     Condition        Report By
 NH1380  HISTORY     - 1957     MONUMENTED       CGS
 NH1380  HISTORY     - 20010331 MARK NOT FOUND   NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 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  USGS QUAD   -  ALBANY (1962)
 DG4821
 DG4821                         *CURRENT SURVEY CONTROL
 DG4821  ___________________________________________________________________
 DG4821* NAD 83(1997)-  42 43 09.81457(N)    089 25 02.62654(W)     ADJUSTED  
 DG4821* NAVD 88     -       249.80   (meters)     819.6    (feet)  GPS OBS   
 DG4821  ___________________________________________________________________
 DG4821  X           -      47,722.471 (meters)                     COMP
 DG4821  Y           -  -4,693,073.140 (meters)                     COMP
 DG4821  Z           -   4,304,798.095 (meters)                     COMP
 DG4821  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 DG4821  ELLIP HEIGHT-         215.99  (meters)          (04/02/04) GPS OBS
 DG4821  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 DG4821
 DG4821  HORZ ORDER  -  FIRST
 DG4821  ELLP ORDER  -  FOURTH    CLASS I
 DG4821
 DG4821.The horizontal coordinates were established by GPS observations
 DG4821.and adjusted by the WI DEPT OF TRANSP in April 2004..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4821
 DG4821.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4821
 DG4821.The ellipsoidal height was determined by GPS observations
 DG4821.and is referenced to NAD 83.
 DG4821
 DG4821.The geoid height was determined by GEOID03.
 DG4821
 DG4821;                    North         East     Units Scale Factor Converg.
 DG4821;SPC WI S     -    80,085.279   647,721.427   MT  1.00000284   +0 24 01.1
 DG4821;SPC WI S     -   262,746.45  2,125,066.05   sFT  1.00000284   +0 24 01.1
 DG4821;UTM  16      - 4,732,488.289   302,062.984   MT  1.00008204   -1 38 25.8
 DG4821
 DG4821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4821!SPC WI S     -   0.99996613  x   1.00000284  =   0.99996897
 DG4821!UTM  16      -   0.99996613  x   1.00008204  =   1.00004816
 DG4821
 DG4821                          SUPERSEDED SURVEY CONTROL
 DG4821
 DG4821.No superseded survey control is available for this station.
 DG4821
 DG4821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0206332488(NAD 83)
 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 - April 16, 2004
 DG4821
 DG4821  HISTORY     - Date     Condition        Report By
 DG4821  HISTORY     - 2001     MONUMENTED       WIDT
 DG4821  HISTORY     - 20040416 GOOD             USPSQD
 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'
 DG4821
 DG4821                          STATION RECOVERY (2004)
 DG4821
 DG4821'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DG4821'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9435 ***********************************************************************
 DF9435  DESIGNATION -  ALBANY GPS
 DF9435  PID         -  DF9435
 DF9435  STATE/COUNTY-  WI/ROCK
 DF9435  USGS QUAD   -  ORFORDVILLE (1971)
 DF9435
 DF9435                         *CURRENT SURVEY CONTROL
 DF9435  ___________________________________________________________________
 DF9435* NAD 83(1997)-  42 44 11.36676(N)    089 22 05.74028(W)     ADJUSTED  
 DF9435* NAVD 88     -       265.279  (meters)     870.34   (feet)  ADJUSTED  
 DF9435  ___________________________________________________________________
 DF9435  X           -      51,733.002 (meters)                     COMP
 DF9435  Y           -  -4,691,753.118 (meters)                     COMP
 DF9435  Z           -   4,306,203.855 (meters)                     COMP
 DF9435  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 DF9435  ELLIP HEIGHT-         231.43  (meters)          (04/02/04) GPS OBS
 DF9435  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 DF9435  DYNAMIC HT  -         265.200 (meters)     870.08  (feet)  COMP
 DF9435  MODELED GRAV-     980,316.8   (mgal)                       NAVD 88
 DF9435
 DF9435  HORZ ORDER  -  B
 DF9435  VERT ORDER  -  SECOND    CLASS I
 DF9435  ELLP ORDER  -  THIRD     CLASS I
 DF9435
 DF9435.The horizontal coordinates were established by GPS observations
 DF9435.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DF9435
 DF9435.The orthometric height was determined by differential leveling
 DF9435.and adjusted by the National Geodetic Survey in February 2004..
 DF9435
 DF9435.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9435
 DF9435.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9435
 DF9435.The ellipsoidal height was determined by GPS observations
 DF9435.and is referenced to NAD 83.
 DF9435
 DF9435.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF9435;SPC WI S     -    82,013.886   651,731.648   MT  0.99999936   +0 26 02.7
 DF9435;SPC WI S     -   269,073.89  2,138,222.92   sFT  0.99999936   +0 26 02.7
 DF9435;UTM  16      - 4,734,272.957   306,139.645   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  =   1.00002608
 DF9435
 DF9435                          SUPERSEDED SURVEY CONTROL
 DF9435
 DF9435  NAVD 88 (04/02/04)  265.28   (m)          870.3    (f) LEVELING    3  
 DF9435
 DF9435.Superseded values are not recommended for survey control.
 DF9435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9435.See file dsdata.txt to determine how the superseded data were derived.
 DF9435
 DF9435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0614034273(NAD 83)
 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 11, 2004
 DF9435
 DF9435  HISTORY     - Date     Condition        Report By
 DF9435  HISTORY     - 1992     MONUMENTED       WI-105
 DF9435  HISTORY     - 2001     GOOD             WIDT
 DF9435  HISTORY     - 20040411 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9436 ***********************************************************************
 DF9436  DESIGNATION -  ALBANY GPS AZ MK
 DF9436  PID         -  DF9436
 DF9436  STATE/COUNTY-  WI/GREEN
 DF9436  USGS QUAD   -  ALBANY (1962)
 DF9436
 DF9436                         *CURRENT SURVEY CONTROL
 DF9436  ___________________________________________________________________
 DF9436* NAD 83(1986)-  42 44 03.     (N)    089 22 40.     (W)     SCALED    
 DF9436* NAVD 88     -       267.054  (meters)     876.16   (feet)  ADJUSTED  
 DF9436  ___________________________________________________________________
 DF9436  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 DF9436  DYNAMIC HT  -         266.974 (meters)     875.90  (feet)  COMP
 DF9436  MODELED GRAV-     980,316.6   (mgal)                       NAVD 88
 DF9436
 DF9436  VERT ORDER  -  SECOND    CLASS I
 DF9436
 DF9436.The horizontal coordinates were scaled from a topographic map and have
 DF9436.an estimated accuracy of +/- 6 seconds.
 DF9436
 DF9436.The orthometric height was determined by differential leveling
 DF9436.and adjusted by the National Geodetic Survey in February 2004..
 DF9436
 DF9436.The geoid height was determined by GEOID03.
 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     -    81,750.      650,950.      MT  (+/- 180 meters Scaled)
 DF9436
 DF9436                          SUPERSEDED SURVEY CONTROL
 DF9436
 DF9436.No superseded survey control is available for this station.
 DF9436
 DF9436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN053340(NAD 83)
 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 - April 16, 2004
 DF9436
 DF9436  HISTORY     - Date     Condition        Report By
 DF9436  HISTORY     - 1992     MONUMENTED       WI-105
 DF9436  HISTORY     - 2001     GOOD             WIDT
 DF9436  HISTORY     - 20040416 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9781 ***********************************************************************
 DF9781  DESIGNATION -  ALBANY W GPS
 DF9781  PID         -  DF9781
 DF9781  STATE/COUNTY-  WI/GREEN
 DF9781  USGS QUAD   -  ALBANY (1962)
 DF9781
 DF9781                         *CURRENT SURVEY CONTROL
 DF9781  ___________________________________________________________________
 DF9781* NAD 83(1997)-  42 44 28.41775(N)    089 29 10.71523(W)     ADJUSTED  
 DF9781* NAVD 88     -       251.069  (meters)     823.72   (feet)  ADJUSTED  
 DF9781  ___________________________________________________________________
 DF9781  X           -      42,063.013 (meters)                     COMP
 DF9781  Y           -  -4,691,482.285 (meters)                     COMP
 DF9781  Z           -   4,306,580.709 (meters)                     COMP
 DF9781  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 DF9781  ELLIP HEIGHT-         217.29  (meters)          (04/02/04) GPS OBS
 DF9781  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 DF9781  DYNAMIC HT  -         250.995 (meters)     823.47  (feet)  COMP
 DF9781  MODELED GRAV-     980,319.9   (mgal)                       NAVD 88
 DF9781
 DF9781  HORZ ORDER  -  FIRST
 DF9781  VERT ORDER  -  SECOND    CLASS I
 DF9781  ELLP ORDER  -  FOURTH    CLASS I
 DF9781
 DF9781.The horizontal coordinates were established by GPS observations
 DF9781.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DF9781
 DF9781.The orthometric height was determined by differential leveling
 DF9781.and adjusted by the National Geodetic Survey in February 2004..
 DF9781
 DF9781.Photographs are available 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 DEFLEC99 derived deflections.
 DF9781
 DF9781.The ellipsoidal height was determined by GPS observations
 DF9781.and is referenced to NAD 83.
 DF9781
 DF9781.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF9781;SPC WI S     -    82,473.637   642,061.813   MT  0.99999842   +0 21 10.6
 DF9781;SPC WI S     -   270,582.26  2,106,497.80   sFT  0.99999842   +0 21 10.6
 DF9781;UTM  16      - 4,735,076.933   296,491.486   MT  1.00010955   -1 41 16.8
 DF9781
 DF9781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9781!SPC WI S     -   0.99996592  x   0.99999842  =   0.99996434
 DF9781!UTM  16      -   0.99996592  x   1.00010955  =   1.00007547
 DF9781
 DF9781                          SUPERSEDED SURVEY CONTROL
 DF9781
 DF9781  NAVD 88 (04/02/04)  251.07   (m)          823.7    (f) LEVELING    3  
 DF9781
 DF9781.Superseded values are not recommended for survey control.
 DF9781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9781.See file dsdata.txt to determine how the superseded data were derived.
 DF9781
 DF9781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9649135077(NAD 83)
 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 - April 13, 2004
 DF9781
 DF9781  HISTORY     - Date     Condition        Report By
 DF9781  HISTORY     - 2001     MONUMENTED       WIDT
 DF9781  HISTORY     - 20040413 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0565 ***********************************************************************
 QN0565  DESIGNATION -  ALBERT
 QN0565  PID         -  QN0565
 QN0565  STATE/COUNTY-  WI/CHIPPEWA
 QN0565  USGS QUAD   -  COMO CREEK (1975)
 QN0565
 QN0565                         *CURRENT SURVEY CONTROL
 QN0565  ___________________________________________________________________
 QN0565* NAD 83(1991)-  45 00 08.45125(N)    091 35 28.35939(W)     ADJUSTED  
 QN0565* NAVD 88     -       395.0    (meters)    1296.     (feet)  VERTCON   
 QN0565  ___________________________________________________________________
 QN0565  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 QN0565  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 QN0565
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0565
 QN0565.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0565.See file dsdata.txt to determine how the superseded data were derived.
 QN0565
 QN0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK1103084177(NAD 83)
 QN0565_MARKER: DS = TRIANGULATION STATION DISK
 QN0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 NH1306 ***********************************************************************
 NH1306  DESIGNATION -  ALBION
 NH1306  PID         -  NH1306
 NH1306  STATE/COUNTY-  WI/DANE
 NH1306  USGS QUAD   -  EDGERTON (1971)
 NH1306
 NH1306                         *CURRENT SURVEY CONTROL
 NH1306  ___________________________________________________________________
 NH1306* NAD 83(1991)-  42 51 39.82066(N)    089 03 29.86861(W)     ADJUSTED  
 NH1306* NAVD 88     -       274.55   (+/-2cm)     900.8    (feet)  VERTCON   
 NH1306  ___________________________________________________________________
 NH1306  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 NH1306  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 NH1306
 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.The vertical order pertains to the NGVD 29 superseded value.
 NH1306
 NH1306.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1306
 NH1306.The geoid height was determined by GEOID03.
 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     -   0.99996228  x   0.99997670  =   0.99993898
 NH1306!UTM  16      -   0.99996228  x   0.99994785  =   0.99991013
 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|---------------------------------------------------------------------|
 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 (07/19/86)  274.62   (m)          901.0    (f) LEVELING    3  
 NH1306
 NH1306.Superseded values are not recommended for survey control.
 NH1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1306.See file dsdata.txt to determine how the superseded data were derived.
 NH1306
 NH1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3185147441(NAD 83)
 NH1306_MARKER: DS = TRIANGULATION STATION DISK
 NH1306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 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  USGS QUAD   -  ROCKDALE (1971)
 DG4999
 DG4999                         *CURRENT SURVEY CONTROL
 DG4999  ___________________________________________________________________
 DG4999* NAD 83(1997)-  42 55 12.32434(N)    089 03 16.59834(W)     ADJUSTED  
 DG4999* NAVD 88     -       268.28   (meters)     880.2    (feet)  GPS OBS   
 DG4999  ___________________________________________________________________
 DG4999  X           -      77,187.112 (meters)                     COMP
 DG4999  Y           -  -4,677,537.757 (meters)                     COMP
 DG4999  Z           -   4,321,164.495 (meters)                     COMP
 DG4999  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 DG4999  ELLIP HEIGHT-         234.13  (meters)          (04/02/04) GPS OBS
 DG4999  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 DG4999
 DG4999  HORZ ORDER  -  FIRST
 DG4999  ELLP ORDER  -  FOURTH    CLASS I
 DG4999
 DG4999.The horizontal coordinates were established by GPS observations
 DG4999.and adjusted by the WI DEPT OF TRANSP in April 2004..
 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.Photographs are available 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 DEFLEC99 derived deflections.
 DG4999
 DG4999.The ellipsoidal height was determined by GPS observations
 DG4999.and is referenced to NAD 83.
 DG4999
 DG4999.The geoid height was determined by GEOID03.
 DG4999
 DG4999;                    North         East     Units Scale Factor Converg.
 DG4999;SPC WI S     -   102,651.043   677,183.630   MT  0.99996759   +0 38 58.5
 DG4999;SPC WI S     -   336,780.96  2,221,726.63   sFT  0.99996759   +0 38 58.5
 DG4999;UTM  16      - 4,753,988.893   332,312.546   MT  0.99994594   -1 23 58.1
 DG4999
 DG4999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4999!SPC WI S     -   0.99996328  x   0.99996759  =   0.99993088
 DG4999!UTM  16      -   0.99996328  x   0.99994594  =   0.99990923
 DG4999
 DG4999                          SUPERSEDED SURVEY CONTROL
 DG4999
 DG4999.No superseded survey control is available for this station.
 DG4999
 DG4999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3231353989(NAD 83)
 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 - 2001
 DG4999
 DG4999  HISTORY     - Date     Condition        Report By
 DG4999  HISTORY     - 2001     MONUMENTED       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'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1629 ***********************************************************************
 NH1629  DESIGNATION -  ALBION RM 2
 NH1629  PID         -  NH1629
 NH1629  STATE/COUNTY-  WI/DANE
 NH1629  USGS QUAD   -  EDGERTON (1971)
 NH1629
 NH1629                         *CURRENT SURVEY CONTROL
 NH1629  ___________________________________________________________________
 NH1629* NAD 83(1991)-  42 51 40.22781(N)    089 03 30.70759(W)     ADJUSTED  
 NH1629* NAVD 88     -       272.5    (meters)     894.     (feet)  VERTCON   
 NH1629  ___________________________________________________________________
 NH1629  X           -      76,940.398 (meters)                     COMP
 NH1629  Y           -  -4,682,000.261 (meters)                     COMP
 NH1629  Z           -   4,316,372.036 (meters)                     COMP
 NH1629  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 NH1629  ELLIP HEIGHT-         238.43  (meters)          (10/21/99) GPS OBS
 NH1629  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 NH1629
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1629
 NH1629.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1629
 NH1629.The ellipsoidal height was determined by GPS observations
 NH1629.and is referenced to NAD 83.
 NH1629
 NH1629.The geoid height was determined by GEOID03.
 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                          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)          894.     (f) GPS OBS        
 NH1629
 NH1629.Superseded values are not recommended for survey control.
 NH1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1629.See file dsdata.txt to determine how the superseded data were derived.
 NH1629
 NH1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3183347454(NAD 83)
 NH1629_MARKER: DR = REFERENCE MARK DISK
 NH1629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1629_SP_SET: SQUARE CONCRETE MONUMENT
 NH1629_STAMPING: ALBION NO 2 1957
 NH1629_MARK LOGO: CGS   
 NH1629_MAGNETIC: N = NO MAGNETIC MATERIAL
 NH1629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH1629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1629+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2006
 NH1629
 NH1629  HISTORY     - Date     Condition        Report By
 NH1629  HISTORY     - UNK      MONUMENTED
 NH1629  HISTORY     - 19880914 GOOD             NGS
 NH1629  HISTORY     - 20020611 GOOD             JCLS
 NH1629  HISTORY     - 20020614 GOOD             JCLS
 NH1629  HISTORY     - 20060420 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1261 ***********************************************************************
 PN1261  DESIGNATION -  ALBRIGHT
 PN1261  PID         -  PN1261
 PN1261  STATE/COUNTY-  WI/ADAMS
 PN1261  USGS QUAD   -  ROCHE A CRI (1984)
 PN1261
 PN1261                         *CURRENT SURVEY CONTROL
 PN1261  ___________________________________________________________________
 PN1261* NAD 83(1991)-  44 01 29.01529(N)    089 52 04.36941(W)     ADJUSTED  
 PN1261* NAVD 88     -       286.3    (meters)     939.     (feet)  VERTCON   
 PN1261  ___________________________________________________________________
 PN1261  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 PN1261  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 PN1261
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1261
 PN1261.The geoid height was determined by GEOID03.
 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     -   0.99996064  x   0.99999175  =   0.99995239
 PN1261!UTM  16      -   0.99996064  x   1.00024975  =   1.00021038
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1261.See file dsdata.txt to determine how the superseded data were derived.
 PN1261
 PN1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7016278618(NAD 83)
 PN1261_MARKER: DE = TRAVERSE STATION DISK
 PN1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1261_SP_SET: 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 = OCTOBER  7, 2006
 AC9067 ***********************************************************************
 AC9067  DESIGNATION -  ALDEN E
 AC9067  PID         -  AC9067
 AC9067  STATE/COUNTY-  WI/POLK
 AC9067  USGS QUAD   -  DEER PARK (1975)
 AC9067
 AC9067                         *CURRENT SURVEY CONTROL
 AC9067  ___________________________________________________________________
 AC9067* NAD 83(1997)-  45 14 44.45387(N)    092 26 15.43206(W)     ADJUSTED  
 AC9067* NAVD 88     -       341.7    (meters)    1121.     (feet)  GPS OBS   
 AC9067  ___________________________________________________________________
 AC9067  X           -    -191,327.105 (meters)                     COMP
 AC9067  Y           -  -4,494,392.366 (meters)                     COMP
 AC9067  Z           -   4,506,835.402 (meters)                     COMP
 AC9067  LAPLACE CORR-         -14.40  (seconds)                    DEFLEC99
 AC9067  ELLIP HEIGHT-         312.43  (meters)          (09/30/02) GPS OBS
 AC9067  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 AC9067
 AC9067  HORZ ORDER  -  FIRST
 AC9067  ELLP ORDER  -  SECOND    CLASS I
 AC9067
 AC9067.The horizontal coordinates were established by GPS observations
 AC9067.and adjusted by the National Geodetic Survey in September 2002..
 AC9067
 AC9067.The orthometric height was determined by GPS observations and a
 AC9067.high-resolution geoid model.
 AC9067
 AC9067.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9067
 AC9067.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9067
 AC9067.The ellipsoidal height was determined by GPS observations
 AC9067.and is referenced to NAD 83.
 AC9067
 AC9067.The geoid height was determined by GEOID03.
 AC9067
 AC9067;                    North         East     Units Scale Factor Converg.
 AC9067;SPC WI C     -   159,813.462   408,660.635   MT  0.99996148   -1 43 11.7
 AC9067;SPC WI C     -   524,321.33  1,340,747.43   sFT  0.99996148   -1 43 11.7
 AC9067;UTM  15      - 5,010,396.920   544,134.309   MT  0.99962395   +0 23 57.7
 AC9067
 AC9067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9067!SPC WI C     -   0.99995102  x   0.99996148  =   0.99991250
 AC9067!UTM  15      -   0.99995102  x   0.99962395  =   0.99957499
 AC9067
 AC9067                          SUPERSEDED SURVEY CONTROL
 AC9067
 AC9067  NAD 83(1991)-  45 14 44.45322(N)    092 26 15.43044(W) AD(       ) 1
 AC9067  ELLIP H (06/10/97)  312.44   (m)                       GP(       ) 2 1
 AC9067
 AC9067.Superseded values are not recommended for survey control.
 AC9067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9067.See file dsdata.txt to determine how the superseded data were derived.
 AC9067
 AC9067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4413410397(NAD 83)
 AC9067_MARKER: DD = SURVEY DISK
 AC9067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9067_STAMPING: ALDEN E. 400
 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 - November 18, 2005
 AC9067
 AC9067  HISTORY     - Date     Condition        Report By
 AC9067  HISTORY     - 1995     MONUMENTED       WI-095
 AC9067  HISTORY     - 20051118 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL1632 ***********************************************************************
 RL1632  DESIGNATION -  ALDER
 RL1632  PID         -  RL1632
 RL1632  STATE/COUNTY-  WI/VILAS
 RL1632  USGS QUAD   -  MANITOWISH LAKE (1981)
 RL1632
 RL1632                         *CURRENT SURVEY CONTROL
 RL1632  ___________________________________________________________________
 RL1632* NAD 83(1991)-  46 05 55.36169(N)    089 48 04.42143(W)     ADJUSTED  
 RL1632* NAVD 88     -       492.86   (+/-2cm)    1617.0    (feet)  VERTCON   
 RL1632  ___________________________________________________________________
 RL1632  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 RL1632  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 RL1632
 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.The vertical order pertains to the NGVD 29 superseded value.
 RL1632
 RL1632.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1632
 RL1632.The geoid height was determined by GEOID03.
 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  =   0.99987366
 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|---------------------------------------------------------------------|
 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 (07/19/86)  492.85   (m)         1617.0    (f) LEVELING    3  
 RL1632
 RL1632.Superseded values are not recommended for survey control.
 RL1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1632.See file dsdata.txt to determine how the superseded data were derived.
 RL1632
 RL1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS8348408830(NAD 83)
 RL1632_MARKER: DS = TRIANGULATION STATION DISK
 RL1632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1632
 RL1632  HISTORY     - Date     Condition        Report By
 RL1632  HISTORY     - 1952     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 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  USGS QUAD   -  WISCONSIN RAPIDS SOUTH (1984)
 PN1127
 PN1127                         *CURRENT SURVEY CONTROL
 PN1127  ___________________________________________________________________
 PN1127* NAD 83(1997)-  44 21 15.53579(N)    089 50 34.91586(W)     ADJUSTED  
 PN1127* NAVD 88     -       309.52   (meters)    1015.5    (feet)  GPS OBS   
 PN1127  ___________________________________________________________________
 PN1127  X           -      12,515.149 (meters)                     COMP
 PN1127  Y           -  -4,568,219.221 (meters)                     COMP
 PN1127  Z           -   4,436,519.029 (meters)                     COMP
 PN1127  LAPLACE CORR-          -5.49  (seconds)                    DEFLEC99
 PN1127  ELLIP HEIGHT-         274.27  (meters)          (08/01/05) GPS OBS
 PN1127  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 PN1127
 PN1127  HORZ ORDER  -  A
 PN1127  ELLP ORDER  -  THIRD     CLASS I
 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 April 1999..
 PN1127
 PN1127.The orthometric height was determined by GPS observations and a
 PN1127.high-resolution geoid model.
 PN1127
 PN1127.GPS derived orthometric heights for airport stations designated as
 PN1127.PACS or SACS are published to 2 decimal places.  This maintains
 PN1127.centimeter relative accuracy between the PACS and SACS.  It does
 PN1127.not indicate centimeter accuracy relative to other marks which are
 PN1127.part of the NAVD 88 network.
 PN1127
 PN1127.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PN1127
 PN1127.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1127
 PN1127.The ellipsoidal height was determined by GPS observations
 PN1127.and is referenced to NAD 83.
 PN1127
 PN1127.The geoid height was determined by GEOID03.
 PN1127
 PN1127;                    North         East     Units Scale Factor Converg.
 PN1127;SPC WI C     -    57,902.663   612,514.393   MT  0.99998191   +0 06 38.7
 PN1127;SPC WI C     -   189,968.99  2,009,557.64   sFT  0.99998191   +0 06 38.7
 PN1127;UTM  16      - 4,915,158.671   273,421.041   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     -  WISCONSIN RAPIDS W MUN TANK              001 38 48.2
 PN1127:UTM  16      -  WISCONSIN RAPIDS W MUN TANK              003 44 45.1
 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  ELLIP H (04/28/99)  274.31   (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)  274.31   (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  NGVD 29 (06/11/91)  309.5    (m)         1015.     (f) GPS OBS        
 PN1127
 PN1127.Superseded values are not recommended for survey control.
 PN1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1127.See file dsdata.txt to determine how the superseded data were derived.
 PN1127
 PN1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7342115159(NAD 83)
 PN1127_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PN1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1127_SP_SET: CONCRETE POST
 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 - December 28, 2005
 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
 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
 PN1127'THE NORTH AND SOUTH RUNWAY AND THE WOODS.
 PN1127'OWNERSHIP--WISCONSIN RAPIDS AIRPORT.
 PN1127'
 PN1127'THE STATION IS A STANDARD NGS BASELINE DISK WITH A HOLE
 PN1127'IN THE CENTER THAT BEARS NO
 PN1127'STAMPING, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 PN1127'42 CM IN DIAMETER AND PROJECTING 12 CM ABOVE THE GROUND.  THE
 PN1127'MONUMENT IS APPROXIMATELY 1.8 METERS DEEP INTO THE GROUND AND HAS
 PN1127'NO UNDERGROUND DISK.
 PN1127'IT IS LOCATED
 PN1127'122 METERS (400 FT) WEST FROM THE RUNWAY AND
 PN1127'30.5 METERS (100 FT) EAST FROM THE EDGE OF THE WOODS.
 PN1127'
 PN1127'ALEXANDER BASE 1314 IS A STANDARD NGS BASELINE
 PN1127'DISK, UNSTAMPED, SET IN
 PN1127'A ROUND CONCRETE MONUMENT 42 CM IN DIAMETER AND PROJECTING 12
 PN1127'CM ABOVE GROUND.  IT IS LOCATED 134.2 METERS (440.3 FT) WEST
 PN1127'FROM CENTERLINE OF THE END OF RUNWAY 20, 44.7 METERS
 PN1127'(146.5 FT) SOUTHEAST FROM AN UTILITY POLE
 PN1127'IN FRONT OF THE LAST HOUSE ON THE NORTH SIDE OF THE
 PN1127'STREET, 29.0 METERS (95 FT) SOUTH FROM CENTERLINE OF AIRPORT
 PN1127'AVENUE, 21,0 METERS (69 FT) WEST FROM A DIM TRACK ROAD, 19.8
 PN1127'METERS (65 FT) EAST FROM A 6-INCH PINE TREE WITH A TRIANGLE
 PN1127'BLAZE AND 1.2 METERS (4 FT) EAST FROM A METAL WITNESS
 PN1127'POST.
 PN1127'
 PN1127'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THERE ARE
 PN1127'NO REFERENCE 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
 PN1127'1926 RM 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 APPROXIMATELY
 PN1127'PARALLEL WITH THE WESTERN EDGE OF RUNWAY (2-20). NOTE--THE AIRPORT
 PN1127'MANAGER, MR. DONALD CACIC, CACIC AVIATION, INC., ALEXANDER FIELD, 3620
 PN1127'FIRST STREET SOUTH, WISCONSIN RAPIDS, WI 54494, MUST BE NOTIFIED
 PN1127'24-HOURS PRIOR TO WORK ON BASE LINE AND CAN PROVIDE AIRPORT ACCESS
 PN1127'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 (0.4
 PN1127'MI) TO THE INTERSECTION OF GOLF COURSE ROAD ON THE LEFT. TURN LEFT AND
 PN1127'GO SOUTH ON GOLF COURSE ROAD FOR 1.6 KM (1.0 MI) TO THE INTERSECTION
 PN1127'OF A TRACK ROAD ON THE LEFT JUST BEFOR A TREE LINE.  TURN LEFT AND GO
 PN1127'SOUTH ALONG TREE LINE THEN CURVING TO EAST ACROSS AN OPEN FIELD FOR
 PN1127'0.8 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--0 M--,
 PN1127'SET IN THE TOP OF A 41 CM (16 IN) DIAMETER CONCRETE POST PROJECTING 10
 PN1127'CM (4 IN) ABOVE THE SURFACE OF THE GROUND.  IT IS 170.6 (559.7 FT)
 PN1127'NORTHWEST OF THE SOUTHWESTERN CORNER OF RUNWAY (2-20), 110.3 M (361.9
 PN1127'FT) 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'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.  FOR MORE
 PN1127'INFORMATION PLEASE CONTACT MR. DALE DECKER, COUNTY OF WOOD, OFFICE OF
 PN1127'COUNTY SURVEYOR, 8439 COUNTY TRUNK A, MARSHFIELD, WI 54449.  TELEPHONE
 PN1127'(715) 676-3997.  OR CONTACT DR. D. DAVID MOYER, UNIVERSITY OF
 PN1127'WISCONSIN, 610 WALNUT STREET, 1050 WARF BUILDING, MADISON, WI 53705.
 PN1127'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 STATION IS LOCATED AT THE SOUTH END OF THE AIRPORT WEST OF RUNWAY
 PN1127'2-20.  IT IS MOST EASILY REACHED FROM THE PAVED N-S ROAD WHICH RUNS
 PN1127'ALONG THE WEST SIDE OF THE AIRPORT PROPERTY.  THE TRACKROAD WHICH RUNS
 PN1127'EAST OFF OF THE PAVED ROAD IS MARKED BY SIGNS NOTING THE GEORGE SEVERN
 PN1127'MEMORIAL BASELINE.  THE STATION IS 591.9 FT (180.4 M) NW OF CL END RWY
 PN1127'2, 438.1 FT (133.5 M) NW OF THE FIRST RUNWAY LIGHT N OF END 2 ON THE W
 PN1127'SIDE OF THE RUNWAY, 374.6 FT (114.2 M) PERPENDICULAR TO THE W EDGE OF
 PN1127'THE RUNWAY, 57 FT (17.4 M) E OF A DIM TRACK ROAD, AND 4.0 FT (1.2 M) E
 PN1127'OF A WITNESS POST.  THE STATION IS MARKED BY A STANDARD UNSTAMPED
 PN1127'BASELINE DISK.  THE DISK IS SET IN AN 18 INCH ROUND CONCRETE MONUMENT
 PN1127'WHICH PROJECTS ABOUT 4 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.  OWNERSHIP--PORT EDWARDS AIRPORT PROPERTY.
 PN1127'THE STATION IS LOCATED AT THE PORT EDWARDS AIRPORT.  TO REACH FROM THE
 PN1127'JUNCTION OF STATE HIGHWAY 34 AND RIVERVIEW EXPRESSWAY IN WISCONSIN
 PN1127'RAPIDS, GO SOUTH FOR 1.94 KM (1.20 MI) ON RIVERVIEW EXPRESSWAY TO 1ST
 PN1127'STREET SOUTH.  TURN RIGHT AND GO SOUTH FOR 1.94 KM (1.20 MI) ON 1ST
 PN1127'STREET TO THE PORT EDWARDS AIRPORT AND THE STATION.
 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'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. TO REACH FROM THE SOUTHERN JUNCTION OF STATE
 PN1127'HIGHWAY 54 (RIVERVIEW EXPRESSWAY EAST) AND STATE HIGHWAY 13 (SOUTH
 PN1127'EIGHTH STREET), LOCATED IN WISCONSIN RAPIDS, GO SOUTH ON HIGHWAY 13
 PN1127'FOR 0.8 KM (0.5 MI) TO THE INTERSECTION OF PEPPER AVENUE.  TURN RIGHT
 PN1127'AND GO WEST ON PEPPER AVENUE FOR 1.2 KM (0.7 MI) TO THE INTERSECTION
 PN1127'OF SOUTH FIRST STREET. CONTINUE WEST ON PEPPER AVENUE FOR 0.7 KM (0.4
 PN1127'MI) TO THE INTERSECTION OF GOLF COURSE ROAD ON THE LEFT.  TURN LEFT
 PN1127'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 BEFORE A TREE LINE.
 PN1127'TURN LEFT AND GO SOUTH ALONG TREE LINE THEN CURVING TO EAST ACROSS AN
 PN1127'OPEN FIELD FOR 0.8 KM (0.5 MI) TO THE MARK ON THE LEFT. MARK IS SET IN
 PN1127'THE TOP OF A 41 CM (16 IN) DIAMETER CONCRETE POST PROJECTING 10 CM (4
 PN1127'IN) ABOVE THE SURFACE OF THE GROUND.  **NOTE** NO INFORMATION ABOUT
 PN1127'UNDERGROUND MARK AND MAGNETIC MATERIAL WAS AVAILABLE AT TIME OF
 PN1127'RECOVERY.  IT IS 170.6 M (559.7 FT) NORTHWEST OF THE SOUTHWESTERN
 PN1127'CORNER OF RUNWAY (2-20), 110.3 M (361.9 FT) WEST-NORTHWEST OF THE
 PN1127'WESTERN EDGE OF RUNWAY (2-20), 1.7 M (5.6 FT) NORTHWEST OF A METAL
 PN1127'WITNESS POST, AND 1.2 M (3.9 FT) EAST-SOUTHEAST OF A FIBERGLASS
 PN1127'WITNESS POST. FOR MORE INFORMATION PLEASE CONTACT MR. DALE DECKER,
 PN1127'WOOD COUNTY SURVEYOR, 8439 COUNTY TRUNK A, MARSHFIELD, WI 54449.
 PN1127'CONTACT DR. D. DAVID MOYER, UNIVERSITY OF WISCONSIN, 610 WALNUT STREET
 PN1127'1050 WARF 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.  THE STATION IS
 PN1127'LOCATED NEAR THE SOUTH END OF RUNWAY 2-20.  OWNERSHIP--WISCONSIN
 PN1127'RAPIDS AIRPORT, DONALD R.  CACIC MANAGER, 3620 FIRST STREET, WISCONSIN
 PN1127'RAPIDS WI.  54494, PHONE (715) 421-0330.  TO REACH FROM THE JUNCTION
 PN1127'OF STATE HIGHWAYS 34, 13, 73 AND RIVERSIDE EXPRESSWAY IN WISCONSIN
 PN1127'RAPIDS, GO SOUTH ON THE EXPRESSWAY FOR 1.94 KM (1.20 MI) TO SOUTH 1ST
 PN1127'STREET, TURN RIGHT, SOUTH ON 1ST STREET FOR 2.13 KM (1.30 MI) TO THE
 PN1127'AIRPORT TERMINAL AND THE GATE TO THE AIRPORT PROPERTY ON THE SOUTH
 PN1127'SIDE OF THE TERMINAL, PASS THROUGH THE GATE AND BEAR LEFT FOR 0.11 KM
 PN1127'(0.05 MI) ACROSS AN APRON AND ALONG A TAXIWAY TO ANOTHER TAXIWAY, TURN
 PN1127'RIGHT, WEST FOR 0.33 KM (0.20 MI) ALONG THE TAXIWAY AND THEN RUNWAY
 PN1127'29-11 TO THE JUNCTION OF RUNWAY 2-20, TURN LEFT SOUTH ALONG RUNWAY
 PN1127'2-20 FOR 1.84 KM (1.15 MI) TO THE STATION ON THE RIGHT.  THE STATION
 PN1127'IS A BRASS DISK IN THE CENTER OF A CONCRETE POST PROJECTING 0.1 M (0.3
 PN1127'FT) ABOVE THE GROUND SURFACE.  180.7 M (592.8 FT) NORTH OF THE END OF
 PN1127'THE CENTERLINE OF RUNWAY END 2, 128.0 M (419.9 FT) NORTHWEST OF THE
 PN1127'RUNWAY CENTERLINE, 1.8 M (5.9 FT) NORTH OF A WITNESS POST, 1.2 M (3.9
 PN1127'FT) SOUTHEAST OF 2 WITNESS POSTS, AND 1.0 M (3.3 FT) ABOVE THE LEVEL
 PN1127'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.  THE STATION IS 1.26 M SOUTHEAST OF AN
 PN1127'ORANGE FIBERGLASS WITNESS POST AND 1.0 M SOUTH-SOUTHEAST, 1.0 M
 PN1127'SOUTHWEST, AND 1.0 M NORTH OF THREE 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1262 ***********************************************************************
 PN1262  DESIGNATION -  ALEXANDER CBL 1314
 PN1262  PID         -  PN1262
 PN1262  STATE/COUNTY-  WI/WOOD
 PN1262  USGS QUAD   -  WISCONSIN RAPIDS SOUTH (1984)
 PN1262
 PN1262                         *CURRENT SURVEY CONTROL
 PN1262  ___________________________________________________________________
 PN1262* NAD 83(1991)-  44 21 55.67087(N)    089 50 15.14944(W)     ADJUSTED  
 PN1262* NAVD 88     -       310.7    (meters)    1019.     (feet)  VERTCON   
 PN1262  ___________________________________________________________________
 PN1262  LAPLACE CORR-          -5.53  (seconds)                    DEFLEC99
 PN1262  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 PN1262
 PN1262  HORZ ORDER  -  SECOND
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 PN1262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1262
 PN1262.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1262
 PN1262.The geoid height was determined by GEOID03.
 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     -   0.99995681  x   0.99998017  =   0.99993698
 PN1262!UTM  16      -   0.99995681  x   1.00022873  =   1.00018553
 PN1262
 PN1262                          SUPERSEDED SURVEY CONTROL
 PN1262
 PN1262  NAD 83(1986)-  44 21 55.66859(N)    089 50 15.15449(W) AD(       ) 2
 PN1262  NGVD 29 (02/11/91)  310.7    (m)         1019.     (f) VERT ANG       
 PN1262
 PN1262.Superseded values are not recommended for survey control.
 PN1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1262.See file dsdata.txt to determine how the superseded data were derived.
 PN1262
 PN1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7390216382(NAD 83)
 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 - July 21, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0058 ***********************************************************************
 PN0058  DESIGNATION -  ALFORD
 PN0058  PID         -  PN0058
 PN0058  STATE/COUNTY-  WI/BROWN
 PN0058  USGS QUAD   -  ONEIDA NORTH (1992)
 PN0058
 PN0058                         *CURRENT SURVEY CONTROL
 PN0058  ___________________________________________________________________
 PN0058* NAD 83(1991)-  44 31 40.22499(N)    088 08 43.41085(W)     ADJUSTED  
 PN0058* NAVD 88     -       203.090  (meters)     666.30   (feet)  ADJUSTED  
 PN0058  ___________________________________________________________________
 PN0058  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 PN0058  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PN0058  DYNAMIC HT  -         203.064 (meters)     666.22  (feet)  COMP
 PN0058  MODELED GRAV-     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
 PN0058.and adjusted by the National Geodetic Survey in June 1991..
 PN0058
 PN0058.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0058
 PN0058.The geoid height was determined by GEOID03.
 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;                    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     -   0.99997383  x   0.99995908  =   0.99993291
 PN0058!UTM  16      -   0.99997383  x   0.99970186  =   0.99967570
 PN0058
 PN0058:                Primary Azimuth Mark                     Grid Az
 PN0058:SPC WI C     -  AMO 1926                                 038 44 32.9
 PN0058:UTM  16      -  AMO 1926                                 040 51 15.5
 PN0058
 PN0058|---------------------------------------------------------------------|
 PN0058| PID    Reference Object                     Distance      Geod. Az  |
 PN0058|                                                           dddmmss.s |
 PN0058| PN0877 AMO 1926                            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
 PN0058.Superseded values are not recommended for survey control.
 PN0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0058.See file dsdata.txt to determine how the superseded data were derived.
 PN0058
 PN0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0898731140(NAD 83)
 PN0058_MARKER: DE = TRAVERSE STATION DISK
 PN0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0058_STAMPING: ALFORD 1926
 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     SEE DESCRIPTION  CGS
 PN0058  HISTORY     - 1930     GOOD             NGS
 PN0058  HISTORY     - 1934     GOOD             NGS
 PN0058  HISTORY     - 1954     SEE DESCRIPTION  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 NATIONAL 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 NATIONAL 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 = OCTOBER  7, 2006
 PM0048 ***********************************************************************
 PM0048  DESIGNATION -  ALGOMA
 PM0048  PID         -  PM0048
 PM0048  STATE/COUNTY-  WI/KEWAUNEE
 PM0048  USGS QUAD   -  ALGOMA (1982)
 PM0048
 PM0048                         *CURRENT SURVEY CONTROL
 PM0048  ___________________________________________________________________
 PM0048* NAD 83(1986)-  44 36 37.     (N)    087 26 08.     (W)     SCALED    
 PM0048* NAVD 88     -       180.058  (meters)     590.74   (feet)  ADJUSTED  
 PM0048  ___________________________________________________________________
 PM0048  GEOID HEIGHT-         -36.41  (meters)                     GEOID03
 PM0048  DYNAMIC HT  -         180.037 (meters)     590.67  (feet)  COMP
 PM0048  MODELED GRAV-     980,499.2   (mgal)                       NAVD 88
 PM0048
 PM0048  VERT ORDER  -  FIRST     CLASS I
 PM0048
 PM0048.The horizontal coordinates were scaled from a topographic map and have
 PM0048.an estimated accuracy of +/- 6 seconds.
 PM0048
 PM0048.The orthometric height was determined by differential leveling
 PM0048.and adjusted by the National Geodetic Survey in June 1991..
 PM0048
 PM0048.The geoid height was determined by GEOID03.
 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     -    89,550.      803,520.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0048.See file dsdata.txt to determine how the superseded data were derived.
 PM0048
 PM0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ654397(NAD 83)
 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             NGS
 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 NATIONAL 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 = OCTOBER  7, 2006
 PM0581 ***********************************************************************
 PM0581  DESIGNATION -  ALGOMA
 PM0581  PID         -  PM0581
 PM0581  STATE/COUNTY-  WI/KEWAUNEE
 PM0581  USGS QUAD   -  ALGOMA (1982)
 PM0581
 PM0581                         *CURRENT SURVEY CONTROL
 PM0581  ___________________________________________________________________
 PM0581* NAD 83(1991)-  44 36 49.46659(N)    087 26 04.68217(W)     ADJUSTED  
 PM0581* NAVD 88     -       196.     (meters)     643.     (feet)  SCALED    
 PM0581  ___________________________________________________________________
 PM0581  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 PM0581  GEOID HEIGHT-         -36.42  (meters)                     GEOID03
 PM0581
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0581
 PM0581.The geoid height was determined by GEOID03.
 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     -   0.99997498  x   0.99995114  =   0.99992613
 PM0581!UTM  16      -   0.99997498  x   0.99961462  =   0.99958961
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0581.See file dsdata.txt to determine how the superseded data were derived.
 PM0581
 PM0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ6551540135(NAD 83)
 PM0581_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PM0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  7, 2006
 PM0393 ***********************************************************************
 PM0393  DESIGNATION -  ALGOMA 2 RESET
 PM0393  PID         -  PM0393
 PM0393  STATE/COUNTY-  WI/KEWAUNEE
 PM0393  USGS QUAD   -  ALGOMA (1982)
 PM0393
 PM0393                         *CURRENT SURVEY CONTROL
 PM0393  ___________________________________________________________________
 PM0393* NAD 83(1991)-  44 36 49.49119(N)    087 26 04.39454(W)     ADJUSTED  
 PM0393* NAVD 88     -       196.     (meters)     643.     (feet)  SCALED    
 PM0393  ___________________________________________________________________
 PM0393  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 PM0393  GEOID HEIGHT-         -36.42  (meters)                     GEOID03
 PM0393
 PM0393  HORZ ORDER  -  THIRD
 PM0393
 PM0393.The horizontal coordinates were established by classical geodetic methods
 PM0393.and adjusted by the National Geodetic Survey in November 1991..
 PM0393.No horizontal observational check was made to the station.
 PM0393
 PM0393.The orthometric height was scaled from a topographic map.
 PM0393
 PM0393.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0393
 PM0393.The geoid height was determined by GEOID03.
 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     -   0.99997498  x   0.99995114  =   0.99992613
 PM0393!UTM  16      -   0.99997498  x   0.99961462  =   0.99958961
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0393.See file dsdata.txt to determine how the superseded data were derived.
 PM0393
 PM0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ6552140136(NAD 83)
 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: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PM0393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0393+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0391 ***********************************************************************
 PM0391  DESIGNATION -  ALGOMA IMM CON CATH CH SPIRE
 PM0391  PID         -  PM0391
 PM0391  STATE/COUNTY-  WI/KEWAUNEE
 PM0391  USGS QUAD   -  ALGOMA (1982)
 PM0391
 PM0391                         *CURRENT SURVEY CONTROL
 PM0391  ___________________________________________________________________
 PM0391* NAD 83(1991)-  44 36 42.06833(N)    087 25 59.64275(W)     ADJUSTED  
 PM0391* NAVD 88     -                                                        
 PM0391  ___________________________________________________________________
 PM0391  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 PM0391  GEOID HEIGHT-         -36.41  (meters)                     GEOID03
 PM0391
 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
 PM0391.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0391
 PM0391.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 PM0391
 PM0391  NAD 83(1986)-  44 36 42.06130(N)    087 25 59.62888(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0391.See file dsdata.txt to determine how the superseded data were derived.
 PM0391
 PM0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ6562539906(NAD 83)
 PM0391_MARKER: 90 = CHURCH SPIRE
 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 = OCTOBER  7, 2006
 PM0392 ***********************************************************************
 PM0392  DESIGNATION -  ALGOMA MUNICIPAL TANK
 PM0392  PID         -  PM0392
 PM0392  STATE/COUNTY-  WI/KEWAUNEE
 PM0392  USGS QUAD   -  ALGOMA (1982)
 PM0392
 PM0392                         *CURRENT SURVEY CONTROL
 PM0392  ___________________________________________________________________
 PM0392* NAD 83(1991)-  44 36 28.33370(N)    087 27 02.11453(W)     ADJUSTED  
 PM0392* NAVD 88     -                                                        
 PM0392  ___________________________________________________________________
 PM0392  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 PM0392  GEOID HEIGHT-         -36.40  (meters)                     GEOID03
 PM0392
 PM0392  HORZ ORDER  -  THIRD
 PM0392
 PM0392.The horizontal coordinates were established by classical geodetic methods
 PM0392.and adjusted by the National Geodetic Survey in November 1991..
 PM0392
 PM0392
 PM0392.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0392
 PM0392.The geoid height was determined by GEOID03.
 PM0392
 PM0392;                    North         East     Units Scale Factor Converg.
 PM0392;SPC WI C     -    89,241.476   802,336.436   MT  0.99995161   +1 47 55.7
 PM0392;SPC WI C     -   292,786.41  2,632,332.12   sFT  0.99995161   +1 47 55.7
 PM0392;UTM  16      - 4,939,490.013   464,245.422   MT  0.99961572   -0 18 59.1
 PM0392
 PM0392                          SUPERSEDED SURVEY CONTROL
 PM0392
 PM0392  NAD 83(1986)-  44 36 28.32674(N)    087 27 02.10078(W) AD(       ) 4
 PM0392  NAD 27      -  44 36 28.32400(N)    087 27 01.78500(W) AD(       ) 3
 PM0392
 PM0392.Superseded values are not recommended for survey control.
 PM0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0392.See file dsdata.txt to determine how the superseded data were derived.
 PM0392
 PM0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ6424539490(NAD 83)
 PM0392_MARKER: 53 = ELEVATED TANK
 PM0392
 PM0392  HISTORY     - Date     Condition        Report By
 PM0392  HISTORY     - 1953     FIRST OBSERVED   CGS
 PM0392  HISTORY     - 1989     GOOD             USPSQD
 PM0392  HISTORY     - 19940719 GOOD             USPSQD
 PM0392  HISTORY     - 20021104 MARK NOT FOUND   USPSQD
 PM0392  HISTORY     - 20040303 MARK NOT FOUND   USPSQD
 PM0392
 PM0392                          STATION DESCRIPTION
 PM0392
 PM0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0392'STATION IS A KNOB ON TOP OF THE ALGOMA MUNICIPAL WATER TANK, LOCATED
 PM0392'ON THE WEST SIDE OF ALGOMA AT THE NORTHWEST CORNER OF THE
 PM0392'INTERSECTION OF CLARK AND FRANK STREETS.  IT HAS A CYLINDRICAL
 PM0392'STEEL TANK WITH A HEMISPHERICAL BOTTOM, A CONICAL TOP, AND FOUR
 PM0392'LEGS.  ITS HEIGHT IS ABOUT 150 FEET.  IT IS PAINTED SILVER, WITH
 PM0392'ALGOMA IN BLACK CAPITAL LETTERS ON TWO SIDES.  ABOVE THE KNOB ON THE
 PM0392'TOP IS A LAMP.
 PM0392
 PM0392                          STATION RECOVERY (1989)
 PM0392
 PM0392'RECOVERY NOTE BY US POWER SQUADRON 1989 (PHY)
 PM0392'RECOVERED IN GOOD CONDITION.
 PM0392
 PM0392                          STATION RECOVERY (1994)
 PM0392
 PM0392'RECOVERY NOTE BY US POWER SQUADRON 1994
 PM0392'RECOVERED IN GOOD CONDITION.
 PM0392
 PM0392                          STATION RECOVERY (2002)
 PM0392
 PM0392'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0392'THE WATER TANK WAS TORN DOWN IN MID-2002 ACCORDING TO A CITY
 PM0392'POLICEMAN.  THE POSITION IS NOW A PLAYGROUND.  TWO NEW TANKS AT
 PM0392'DIFFERENT LOCATIONS WERE CONSTRUCTED.
 PM0392
 PM0392                          STATION RECOVERY (2004)
 PM0392
 PM0392'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0392'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0390 ***********************************************************************
 PM0390  DESIGNATION -  ALGOMA ST PAULS EVAN LUTH CH
 PM0390  PID         -  PM0390
 PM0390  STATE/COUNTY-  WI/KEWAUNEE
 PM0390  USGS QUAD   -  ALGOMA (1982)
 PM0390
 PM0390                         *CURRENT SURVEY CONTROL
 PM0390  ___________________________________________________________________
 PM0390* NAD 83(1991)-  44 36 34.14700(N)    087 26 18.20830(W)     ADJUSTED  
 PM0390* NAVD 88     -                                                        
 PM0390  ___________________________________________________________________
 PM0390  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 PM0390  GEOID HEIGHT-         -36.41  (meters)                     GEOID03
 PM0390
 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
 PM0390.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0390
 PM0390.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 PM0390
 PM0390  NAD 83(1986)-  44 36 34.14005(N)    087 26 18.19457(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0390.See file dsdata.txt to determine how the superseded data were derived.
 PM0390
 PM0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ6521439664(NAD 83)
 PM0390_MARKER: 90 = CHURCH SPIRE
 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 = OCTOBER  7, 2006
 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  USGS QUAD   -  OSHKOSH (1992)
 DF6033
 DF6033                         *CURRENT SURVEY CONTROL
 DF6033  ___________________________________________________________________
 DF6033* NAD 83(1997)-  44 01 57.14078(N)    088 37 27.03054(W)     ADJUSTED  
 DF6033* NAVD 88     -       239.99   (meters)     787.4    (feet)  GPS OBS   
 DF6033  ___________________________________________________________________
 DF6033  X           -     110,282.265 (meters)                     COMP
 DF6033  Y           -  -4,591,786.384 (meters)                     COMP
 DF6033  Z           -   4,410,833.267 (meters)                     COMP
 DF6033  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 DF6033  ELLIP HEIGHT-         203.71  (meters)          (06/11/03) GPS OBS
 DF6033  GEOID HEIGHT-         -36.28  (meters)                     GEOID03
 DF6033
 DF6033  HORZ ORDER  -  FIRST
 DF6033  ELLP ORDER  -  THIRD     CLASS I
 DF6033
 DF6033.The horizontal coordinates were established by GPS observations
 DF6033.and adjusted by the National Geodetic Survey in June 2003..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6033
 DF6033.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6033
 DF6033.The ellipsoidal height was determined by GPS observations
 DF6033.and is referenced to NAD 83.
 DF6033
 DF6033.The geoid height was determined by GEOID03.
 DF6033
 DF6033;                    North         East     Units Scale Factor Converg.
 DF6033;SPC WI S     -   226,712.369   710,283.598   MT  0.99999325   +0 56 43.2
 DF6033;SPC WI S     -   743,805.50  2,330,322.10   sFT  0.99999325   +0 56 43.2
 DF6033;UTM  16      - 4,876,769.222   369,853.772   MT  0.99980832   -1 07 44.6
 DF6033
 DF6033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6033!SPC WI S     -   0.99996806  x   0.99999325  =   0.99996131
 DF6033!UTM  16      -   0.99996806  x   0.99980832  =   0.99977638
 DF6033
 DF6033                          SUPERSEDED SURVEY CONTROL
 DF6033
 DF6033.No superseded survey control is available for this station.
 DF6033
 DF6033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6985476769(NAD 83)
 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 - May 31, 2005
 DF6033
 DF6033  HISTORY     - Date     Condition        Report By
 DF6033  HISTORY     - 2000     MONUMENTED       WIDT
 DF6033  HISTORY     - 20031217 GOOD             USPSQD
 DF6033  HISTORY     - 20050531 GOOD             WIDT
 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
 DF6033'KM WEST OF OSHKOSH.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 DF6033'TRANSPORTATION.  TO REACH
 DF6033'THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH STATE HIGHWAY 21
 DF6033'IN THE CITY OF
 DF6033'OSHKOSH, GO WEST ON STATE HIGHWAY 21 FOR 3.5 KM TO LEONARD POINT ROAD,
 DF6033'CONTINUE WEST
 DF6033'ON STATE HIGHWAY 21 FOR 0.1 KM TO THE STATION ON THE LEFT.  THE
 DF6033'STATION IS A BRONZE
 DF6033'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DF6033'DISK SET IN
 DF6033'THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.3 M AND
 DF6033'ABOUT LEVEL WITH
 DF6033'THE HIGHWAY PAVEMENT.  THE STATION IS 14.4 M SOUTH OF THE CENTERLINE
 DF6033'OF THE EASTBOUND
 DF6033'LANES OF STATE HIGHWAY 21, 46.9 M SOUTHWEST OF A WOOD POST FOR A --DO
 DF6033'NOT ENTER-- SIGN,
 DF6033'18.4 M SOUTHEAST OF A WOOD POST FOR A --WRONG WAY-- SIGN, 16.2 M WEST
 DF6033'OF A STEEL --R/W--
 DF6033'POST, 14.2 M EAST OF A STEEL --R/W-- POST, 2 M NORTH OF THE EDGE OF A
 DF6033'CULTIVATED FIELD, 1.0 M
 DF6033'NORTH OF A WHITE PLASTIC WITNESS POST, 1.0 M EAST, 1.0 M WEST, AND 1.0
 DF6033'M SOUTH OF THREE 4X4
 DF6033'ORANGE PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE
 DF6033'OBSTRUCTIONS
 DF6033'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF6033' 
 DF6033' 
 DF6033' 
 DF6033' 
 DF6033' 
 DF6033' 
 DF6033' 
 DF6033'
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0878 ***********************************************************************
 PN0878  DESIGNATION -  ALICE 1926
 PN0878  PID         -  PN0878
 PN0878  STATE/COUNTY-  WI/BROWN
 PN0878  USGS QUAD   -  ONEIDA NORTH (1992)
 PN0878
 PN0878                         *CURRENT SURVEY CONTROL
 PN0878  ___________________________________________________________________
 PN0878* NAD 83(1991)-  44 31 21.02926(N)    088 09 50.19495(W)     ADJUSTED  
 PN0878* NAVD 88     -       204.     (meters)     669.     (feet)  SCALED    
 PN0878  ___________________________________________________________________
 PN0878  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 PN0878  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PN0878
 PN0878  HORZ ORDER  -  FIRST
 PN0878
 PN0878.The horizontal coordinates were established by classical geodetic methods
 PN0878.and adjusted by the National Geodetic Survey in November 1991..
 PN0878
 PN0878.The orthometric height was scaled from a topographic map.
 PN0878
 PN0878.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0878
 PN0878.The geoid height was determined by GEOID03.
 PN0878
 PN0878;                    North         East     Units Scale Factor Converg.
 PN0878;SPC WI C     -    78,229.729   745,946.290   MT  0.99995965   +1 17 43.7
 PN0878;SPC WI C     -   256,658.70  2,447,325.45   sFT  0.99995965   +1 17 43.7
 PN0878;UTM  16      - 4,930,568.149   407,504.636   MT  0.99970521   -0 48 58.3
 PN0878
 PN0878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0878!SPC WI C     -   0.99997369  x   0.99995965  =   0.99993334
 PN0878!UTM  16      -   0.99997369  x   0.99970521  =   0.99967891
 PN0878
 PN0878                          SUPERSEDED SURVEY CONTROL
 PN0878
 PN0878  NAD 83(1986)-  44 31 21.01973(N)    088 09 50.18191(W) AD(       ) 1
 PN0878  NAD 27      -  44 31 21.05200(N)    088 09 49.80600(W) AD(       ) 1
 PN0878
 PN0878.Superseded values are not recommended for survey control.
 PN0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0878.See file dsdata.txt to determine how the superseded data were derived.
 PN0878
 PN0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0750530568(NAD 83)
 PN0878_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PN0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0878_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PN0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0878+STABILITY: SURFACE MOTION
 PN0878
 PN0878  HISTORY     - Date     Condition        Report By
 PN0878  HISTORY     - 1926     MONUMENTED       CGS
 PN0878  HISTORY     - 1930     SEE DESCRIPTION  CGS
 PN0878  HISTORY     - 20031214 MARK NOT FOUND   USPSQD
 PN0878  HISTORY     - 20050810 MARK NOT FOUND   WIDT
 PN0878
 PN0878                          STATION DESCRIPTION
 PN0878
 PN0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PN0878'STATION IS LOCATED ABOUT 2-1/4 MILES NE OF THE TOWN OF ONEIDA,
 PN0878'WISCONSIN, ALONG THE TRACKS OF THE GREEN BAY AND WESTERN RAILWAY.
 PN0878'IT IS ON THE PROLONGATION TO THE EASTWARD OF THE S RAIL OF THE
 PN0878'FIRST STRETCH OF STRAIGHT TRACK TO THE EASTWARD OF THE CROSSING
 PN0878'OF THE HIGHWAY, WHICH IS THE FIRST MAIN-TRAVELED ROAD, BRANCHING
 PN0878'OFF TO THE NORTHWARD FROM STATE TRUNK HIGHWAY 54, GOING E FROM
 PN0878'ONEIDA.  IT IS ON THE S BANK OF A DIRT HIGHWAY JUST OUTSIDE OF
 PN0878'THE PROPERTY LINE FENCE OF THE RAILROAD.  IT IS 5.2 METERS
 PN0878'(16.8 FEET) S OF THE CENTER LINE OF THIS ROAD, 2.14 METERS (7.00
 PN0878'FEET) N OF THE PROPERTY LINE FENCE OF THE RAILROAD, AND 16.42
 PN0878'METERS (53.9 FEET) N OF THE N RAIL OF THE TRACK (SLOPE
 PN0878'MEASUREMENT).  IT IS ABOUT 10 FEET HIGHER THAN THE TRACK, AND 4
 PN0878'FEET ABOVE THE ROAD.
 PN0878'
 PN0878'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN CONCRETE,
 PN0878'AS DESCRIBED IN NOTES 1A AND 7A.
 PN0878
 PN0878                          STATION RECOVERY (1930)
 PN0878
 PN0878'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PN0878'BOTH MARKS WERE FOUND TO HAVE BEEN DUG UP IN WIDENING HIGHWAY.
 PN0878'THE MONUMENTS WERE FOUND LYING ON TOP OF THE BANK.  THE DISKS WERE
 PN0878'EXTRACTED AND DEFACED.  THIS MARK IS LOST.
 PN0878
 PN0878                          STATION RECOVERY (2003)
 PN0878
 PN0878'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0878'MARK NOT FOUND.
 PN0878
 PN0878                          STATION RECOVERY (2005)
 PN0878
 PN0878'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0878'NOT FOUND.  ADD THE PUBLISHED DISTANCES INTERSECT AT A POINT, BUT NO
 PN0878'EVIDENCE OF THE STATION WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1382 ***********************************************************************
 NH1382  DESIGNATION -  ALLEN
 NH1382  PID         -  NH1382
 NH1382  STATE/COUNTY-  WI/ROCK
 NH1382  USGS QUAD   -  EVANSVILLE (1981)
 NH1382
 NH1382                         *CURRENT SURVEY CONTROL
 NH1382  ___________________________________________________________________
 NH1382* NAD 83(1991)-  42 45 30.17958(N)    089 21 23.56385(W)     ADJUSTED  
 NH1382* NAVD 88     -       303.     (meters)     994.     (feet)  SCALED    
 NH1382  ___________________________________________________________________
 NH1382  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 NH1382  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 NH1382
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1382
 NH1382.The geoid height was determined by GEOID03.
 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  =   1.00001529
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1382.See file dsdata.txt to determine how the superseded data were derived.
 NH1382
 NH1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0716736677(NAD 83)
 NH1382_MARKER: DS = TRIANGULATION STATION DISK
 NH1382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 DF9438 ***********************************************************************
 DF9438  DESIGNATION -  ALLENS GROVE GPS
 DF9438  PID         -  DF9438
 DF9438  STATE/COUNTY-  WI/WALWORTH
 DF9438  USGS QUAD   -  CLINTON (1976)
 DF9438
 DF9438                         *CURRENT SURVEY CONTROL
 DF9438  ___________________________________________________________________
 DF9438* NAD 83(1997)-  42 35 16.91400(N)    088 45 16.48027(W)     ADJUSTED  
 DF9438* NAVD 88     -       271.804  (meters)     891.74   (feet)  ADJUSTED  
 DF9438  ___________________________________________________________________
 DF9438  X           -     102,224.504 (meters)                     COMP
 DF9438  Y           -  -4,702,108.569 (meters)                     COMP
 DF9438  Z           -   4,294,080.478 (meters)                     COMP
 DF9438  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 DF9438  ELLIP HEIGHT-         238.01  (meters)          (04/02/04) GPS OBS
 DF9438  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 DF9438  DYNAMIC HT  -         271.721 (meters)     891.47  (feet)  COMP
 DF9438  MODELED GRAV-     980,309.3   (mgal)                       NAVD 88
 DF9438
 DF9438  HORZ ORDER  -  B
 DF9438  VERT ORDER  -  SECOND    CLASS I
 DF9438  ELLP ORDER  -  THIRD     CLASS I
 DF9438
 DF9438.The horizontal coordinates were established by GPS observations
 DF9438.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DF9438
 DF9438.The orthometric height was determined by differential leveling
 DF9438.and adjusted by the National Geodetic Survey in February 2004..
 DF9438
 DF9438.Photographs are available 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 DEFLEC99 derived deflections.
 DF9438
 DF9438.The ellipsoidal height was determined by GPS observations
 DF9438.and is referenced to NAD 83.
 DF9438
 DF9438.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF9438;SPC WI S     -    66,089.345   702,228.263   MT  1.00003246   +0 51 20.6
 DF9438;SPC WI S     -   216,828.13  2,303,893.89   sFT  1.00003246   +0 51 20.6
 DF9438;UTM  16      - 4,716,560.045   356,033.592   MT  0.99985500   -1 11 15.2
 DF9438
 DF9438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9438!SPC WI S     -   0.99996267  x   1.00003246  =   0.99999513
 DF9438!UTM  16      -   0.99996267  x   0.99985500  =   0.99981768
 DF9438
 DF9438                          SUPERSEDED SURVEY CONTROL
 DF9438
 DF9438  NAVD 88 (04/02/04)  271.80   (m)          891.7    (f) LEVELING    3  
 DF9438
 DF9438.Superseded values are not recommended for survey control.
 DF9438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9438.See file dsdata.txt to determine how the superseded data were derived.
 DF9438
 DF9438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5603416560(NAD 83)
 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 - 2001
 DF9438
 DF9438  HISTORY     - Date     Condition        Report By
 DF9438  HISTORY     - 1992     MONUMENTED       WI-105
 DF9438  HISTORY     - 2001     GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG3902 ***********************************************************************
 DG3902  DESIGNATION -  ALLENS GROVE GPS AZ MK
 DG3902  PID         -  DG3902
 DG3902  STATE/COUNTY-  WI/WALWORTH
 DG3902  USGS QUAD   -  CLINTON (1976)
 DG3902
 DG3902                         *CURRENT SURVEY CONTROL
 DG3902  ___________________________________________________________________
 DG3902* NAD 83(1986)-  42 35 00.     (N)    088 45 49.     (W)     SCALED    
 DG3902* NAVD 88     -       269.965  (meters)     885.71   (feet)  ADJUSTED  
 DG3902  ___________________________________________________________________
 DG3902  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 DG3902  DYNAMIC HT  -         269.882 (meters)     885.44  (feet)  COMP
 DG3902  MODELED GRAV-     980,308.8   (mgal)                       NAVD 88
 DG3902
 DG3902  VERT ORDER  -  SECOND    CLASS I
 DG3902
 DG3902.The horizontal coordinates were scaled from a topographic map and have
 DG3902.an estimated accuracy of +/- 6 seconds.
 DG3902
 DG3902.The orthometric height was determined by differential leveling
 DG3902.and adjusted by the National Geodetic Survey in February 2004..
 DG3902
 DG3902.The geoid height was determined by GEOID03.
 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     -    65,560.      701,500.      MT  (+/- 180 meters Scaled)
 DG3902
 DG3902                          SUPERSEDED SURVEY CONTROL
 DG3902
 DG3902.No superseded survey control is available for this station.
 DG3902
 DG3902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN552160(NAD 83)
 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 - 2002
 DG3902
 DG3902  HISTORY     - Date     Condition        Report By
 DG3902  HISTORY     - 1992     MONUMENTED       WI-105
 DG3902  HISTORY     - 2002     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0814 ***********************************************************************
 OM0814  DESIGNATION -  ALLENTON
 OM0814  PID         -  OM0814
 OM0814  STATE/COUNTY-  WI/WASHINGTON
 OM0814  USGS QUAD   -  ALLENTON (1971)
 OM0814
 OM0814                         *CURRENT SURVEY CONTROL
 OM0814  ___________________________________________________________________
 OM0814* NAD 83(1991)-  43 26 30.62762(N)    088 18 42.57014(W)     ADJUSTED  
 OM0814* NAVD 88     -       369.     (meters)    1211.     (feet)  SCALED    
 OM0814  ___________________________________________________________________
 OM0814  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 OM0814  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 OM0814
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0814
 OM0814.The geoid height was determined by GEOID03.
 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     -   0.99994761  x   0.99993280  =   0.99988041
 OM0814!UTM  16      -   0.99994761  x   0.99973862  =   0.99968624
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0814.See file dsdata.txt to determine how the superseded data were derived.
 OM0814
 OM0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9384410718(NAD 83)
 OM0814_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0814_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 OM0814
 OM0814  HISTORY     - Date     Condition        Report By
 OM0814  HISTORY     - 1953     MONUMENTED       CGS
 OM0814  HISTORY     - 1970     SEE DESCRIPTION  NGS
 OM0814  HISTORY     - 1970     SEE DESCRIPTION  WIDT
 OM0814  HISTORY     - 1972     SEE DESCRIPTION  NGS
 OM0814  HISTORY     - 1974     SEE DESCRIPTION  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 = OCTOBER  7, 2006
 PN1207 ***********************************************************************
 PN1207  DESIGNATION -  ALLISON
 PN1207  PID         -  PN1207
 PN1207  STATE/COUNTY-  WI/MARATHON
 PN1207  USGS QUAD   -  DANCY (1991)
 PN1207
 PN1207                         *CURRENT SURVEY CONTROL
 PN1207  ___________________________________________________________________
 PN1207* NAD 83(1991)-  44 42 14.04172(N)    089 39 10.71181(W)     ADJUSTED  
 PN1207* NAVD 88     -       371.6    (meters)    1219.     (feet)  VERTCON   
 PN1207  ___________________________________________________________________
 PN1207  LAPLACE CORR-          -6.35  (seconds)                    DEFLEC99
 PN1207  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 PN1207
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1207
 PN1207.The geoid height was determined by GEOID03.
 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  =   0.99989248
 PN1207!UTM  16      -   0.99994728  x   1.00014321  =   1.00009048
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1207.See file dsdata.txt to determine how the superseded data were derived.
 PN1207
 PN1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ8983053482(NAD 83)
 PN1207_MARKER: DE = TRAVERSE STATION DISK
 PN1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1207_SP_SET: 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 = OCTOBER  7, 2006
 RN1509 ***********************************************************************
 RN1509  DESIGNATION -  ALLOUEZ
 RN1509  PID         -  RN1509
 RN1509  STATE/COUNTY-  WI/DOUGLAS
 RN1509  USGS QUAD   -  SUPERIOR (1994)
 RN1509
 RN1509                         *CURRENT SURVEY CONTROL
 RN1509  ___________________________________________________________________
 RN1509* NAD 83(1991)-  46 41 57.84308(N)    092 00 39.84953(W)     ADJUSTED  
 RN1509* NAVD 88     -       183.9    (meters)     603.     (feet)  VERTCON   
 RN1509  ___________________________________________________________________
 RN1509  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 RN1509  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 RN1509
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 RN1509
 RN1509.The geoid height was determined by GEOID03.
 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;SPC MN N     -   122,755.619   883,288.412   MT  1.00009737   +0 48 25.7
 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     -   0.99997560  x   0.99998839  =   0.99996399
 RN1509!SPC MN N     -   0.99997560  x   1.00009737  =   1.00007297
 RN1509!UTM  15      -   0.99997560  x   0.99967026  =   0.99964587
 RN1509
 RN1509:                Primary Azimuth Mark                     Grid Az
 RN1509:SPC WI N     -  PETRA                                    300 47 53.5
 RN1509:SPC MN N     -  PETRA                                    298 32 25.2
 RN1509:UTM  15      -  PETRA                                    298 37 39.8
 RN1509
 RN1509|---------------------------------------------------------------------|
 RN1509| PID    Reference Object                     Distance      Geod. Az  |
 RN1509|                                                           dddmmss.s |
 RN1509| RN1511 PETRA                               APPROX. 3.0 KM 2992050.9 |
 RN1509| RN1433 DULUTH ENGER MEMORIAL TOWER         APPROX.12.2 KM 3142744.5 |
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1509.See file dsdata.txt to determine how the superseded data were derived.
 RN1509
 RN1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM7560472235(NAD 83)
 RN1509_MARKER: DD = SURVEY DISK
 RN1509_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RN1509_SP_SET: TOP OF METAL PIPE IN CONCRETE
 RN1509_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 RN1509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN1509+STABILITY: SURFACE MOTION
 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 = OCTOBER  7, 2006
 PO0603 ***********************************************************************
 PO0603  DESIGNATION -  ALMA
 PO0603  PID         -  PO0603
 PO0603  STATE/COUNTY-  WI/JACKSON
 PO0603  USGS QUAD   -  ALMA CENTER (1984)
 PO0603
 PO0603                         *CURRENT SURVEY CONTROL
 PO0603  ___________________________________________________________________
 PO0603* NAD 83(1991)-  44 26 00.53912(N)    090 54 31.16571(W)     ADJUSTED  
 PO0603* NAVD 88     -       322.4    (meters)    1058.     (feet)  VERTCON   
 PO0603  ___________________________________________________________________
 PO0603  LAPLACE CORR-          -7.47  (seconds)                    DEFLEC99
 PO0603  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 PO0603
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0603
 PO0603.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0603.See file dsdata.txt to determine how the superseded data were derived.
 PO0603
 PO0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK6644722148(NAD 83)
 PO0603_MARKER: DD = SURVEY DISK
 PO0603_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  7, 2006
 PO0728 ***********************************************************************
 PO0728  DESIGNATION -  ALMA
 PO0728  PID         -  PO0728
 PO0728  STATE/COUNTY-  WI/BUFFALO
 PO0728  USGS QUAD   -  CREAM (1974)
 PO0728
 PO0728                         *CURRENT SURVEY CONTROL
 PO0728  ___________________________________________________________________
 PO0728* NAD 83(1991)-  44 21 23.28050(N)    091 48 37.68839(W)     ADJUSTED  
 PO0728* NAVD 88     -       363.     (meters)    1191.     (feet)  SCALED    
 PO0728  ___________________________________________________________________
 PO0728  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 PO0728  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 PO0728
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0728
 PO0728.The geoid height was determined by GEOID03.
 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;SPC MN S     -   253,056.216   974,525.179   MT  0.99992523   +1 32 04.9
 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!SPC MN S     -   0.99994787  x   0.99992523  =   0.99987310
 PO0728!UTM  15      -   0.99994787  x   0.99971052  =   0.99965840
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0728.See file dsdata.txt to determine how the superseded data were derived.
 PO0728
 PO0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK9479712154(NAD 83)
 PO0728_MARKER: V = STONE MONUMENT
 PO0728_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  7, 2006
 PO0602 ***********************************************************************
 PO0602  DESIGNATION -  ALMA CENTER MUN TANK
 PO0602  PID         -  PO0602
 PO0602  STATE/COUNTY-  WI/JACKSON
 PO0602  USGS QUAD   -  ALMA CENTER (1984)
 PO0602
 PO0602                         *CURRENT SURVEY CONTROL
 PO0602  ___________________________________________________________________
 PO0602* NAD 83(1991)-  44 26 00.50584(N)    090 54 31.02119(W)     ADJUSTED  
 PO0602* NAVD 88     -       480.2    (meters)    1575.     (feet)  VERTCON   
 PO0602  ___________________________________________________________________
 PO0602  LAPLACE CORR-          -7.47  (seconds)                    DEFLEC99
 PO0602  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 PO0602
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0602
 PO0602.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 PO0602
 PO0602  NAD 83(1991)-  44 26 00.50564(N)    090 54 31.02112(W) AD(       ) 4
 PO0602  NAD 83(1986)-  44 26 00.50221(N)    090 54 31.03162(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0602.See file dsdata.txt to determine how the superseded data were derived.
 PO0602
 PO0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK6645022147(NAD 83)
 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 = OCTOBER  7, 2006
 PO0731 ***********************************************************************
 PO0731  DESIGNATION -  ALMA POWER CO W STACK
 PO0731  PID         -  PO0731
 PO0731  STATE/COUNTY-  WI/BUFFALO
 PO0731  USGS QUAD   -  ALMA (1974)
 PO0731
 PO0731                         *CURRENT SURVEY CONTROL
 PO0731  ___________________________________________________________________
 PO0731* NAD 83(1991)-  44 18 08.36595(N)    091 54 46.78961(W)     ADJUSTED  
 PO0731* NAVD 88     -                                                        
 PO0731  ___________________________________________________________________
 PO0731  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 PO0731  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 PO0731
 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
 PO0731.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0731
 PO0731.The geoid height was determined by GEOID03.
 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;SPC MN S     -   246,828.549   966,508.168   MT  0.99992805   +1 27 46.2
 PO0731;UTM  15      - 4,906,026.673   586,705.879   MT  0.99969246   +0 45 33.3
 PO0731
 PO0731                          SUPERSEDED SURVEY CONTROL
 PO0731
 PO0731  NAD 83(1991)-  44 18 08.36018(N)    091 54 46.79246(W) AD(       ) 4
 PO0731  NAD 83(1986)-  44 18 08.35975(N)    091 54 46.79241(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0731.See file dsdata.txt to determine how the superseded data were derived.
 PO0731
 PO0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK8670606027(NAD 83)
 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 = OCTOBER  7, 2006
 AH8949 ***********************************************************************
 AH8949  DESIGNATION -  ALMENA SPORTSMENS
 AH8949  PID         -  AH8949
 AH8949  STATE/COUNTY-  WI/BARRON
 AH8949  USGS QUAD   -  POSKIN (1978)
 AH8949
 AH8949                         *CURRENT SURVEY CONTROL
 AH8949  ___________________________________________________________________
 AH8949* NAD 83(1997)-  45 24 34.22537(N)    091 59 59.60599(W)     ADJUSTED  
 AH8949* NAVD 88     -       347.1    (meters)    1139.     (feet)  LEVELING  
 AH8949  ___________________________________________________________________
 AH8949  X           -    -156,533.743 (meters)                     COMP
 AH8949  Y           -  -4,482,785.440 (meters)                     COMP
 AH8949  Z           -   4,519,639.893 (meters)                     COMP
 AH8949  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 AH8949  ELLIP HEIGHT-         316.94  (meters)          (06/17/02) GPS OBS
 AH8949  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 AH8949
 AH8949  HORZ ORDER  -  FIRST
 AH8949  VERT ORDER  -  THIRD ?
 AH8949  ELLP ORDER  -  SECOND    CLASS I
 AH8949
 AH8949.The horizontal coordinates were established by GPS observations
 AH8949.and adjusted by the National Geodetic Survey in June 2002..
 AH8949
 AH8949.The orthometric height was determined by differential leveling.
 AH8949.The vertical network tie was performed by a horz. field party for horz.
 AH8949.obs reductions. Reset procedures were used to establish the elevation.
 AH8949.No vertical observational check was made to the 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 DEFLEC99 derived deflections.
 AH8949
 AH8949.The ellipsoidal height was determined by GPS observations
 AH8949.and is referenced to NAD 83.
 AH8949
 AH8949.The geoid height was determined by GEOID03.
 AH8949
 AH8949;                    North         East     Units Scale Factor Converg.
 AH8949;SPC WI C     -   177,075.863   443,460.560   MT  0.99998402   -1 24 39.9
 AH8949;SPC WI C     -   580,956.39  1,454,920.19   sFT  0.99998402   -1 24 39.9
 AH8949;UTM  15      - 5,028,929.516   578,260.368   MT  0.99967530   +0 42 44.1
 AH8949
 AH8949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8949!SPC WI C     -   0.99995031  x   0.99998402  =   0.99993433
 AH8949!UTM  15      -   0.99995031  x   0.99967530  =   0.99962563
 AH8949
 AH8949                          SUPERSEDED SURVEY CONTROL
 AH8949
 AH8949  NAD 83(1991)-  45 24 34.22480(N)    091 59 59.60484(W) AD(       ) 1
 AH8949  ELLIP H (05/04/99)  316.95   (m)                       GP(       ) 2 1
 AH8949
 AH8949.Superseded values are not recommended for survey control.
 AH8949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8949.See file dsdata.txt to determine how the superseded data were derived.
 AH8949
 AH8949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7826028930(NAD 83)
 AH8949_MARKER: I = METAL 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: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH8949+STABILITY: POSITION/ELEVATION WELL
 AH8949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8949+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5532 ***********************************************************************
 DH5532  DESIGNATION -  ALMOND E GPS
 DH5532  PID         -  DH5532
 DH5532  STATE/COUNTY-  WI/PORTAGE
 DH5532  USGS QUAD   -  ALMOND (1969)
 DH5532
 DH5532                         *CURRENT SURVEY CONTROL
 DH5532  ___________________________________________________________________
 DH5532* NAD 83(1997)-  44 18 22.15717(N)    089 23 10.21729(W)     ADJUSTED  
 DH5532* NAVD 88     -                                                        
 DH5532  ___________________________________________________________________
 DH5532  X           -      48,980.566 (meters)                     COMP
 DH5532  Y           -  -4,571,752.881 (meters)                     COMP
 DH5532  Z           -   4,432,728.932 (meters)                     COMP
 DH5532  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 DH5532  ELLIP HEIGHT-         328.91  (meters)          (08/01/05) GPS OBS
 DH5532  GEOID HEIGHT-         -36.05  (meters)                     GEOID03
 DH5532
 DH5532  HORZ ORDER  -  FIRST
 DH5532  ELLP ORDER  -  SECOND    CLASS I
 DH5532
 DH5532.The horizontal coordinates were established by GPS observations
 DH5532.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5532
 DH5532
 DH5532.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5532
 DH5532.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5532
 DH5532.The ellipsoidal height was determined by GPS observations
 DH5532.and is referenced to NAD 83.
 DH5532
 DH5532.The geoid height was determined by GEOID03.
 DH5532
 DH5532;                    North         East     Units Scale Factor Converg.
 DH5532;SPC WI C     -    52,724.202   648,978.018   MT  0.99998986   +0 25 59.2
 DH5532;SPC WI C     -   172,979.32  2,129,188.71   sFT  0.99998986   +0 25 59.2
 DH5532;UTM  16      - 4,908,646.750   309,675.891   MT  1.00004550   -1 40 02.0
 DH5532
 DH5532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5532!SPC WI C     -   0.99994843  x   0.99998986  =   0.99993829
 DH5532!UTM  16      -   0.99994843  x   1.00004550  =   0.99999393
 DH5532
 DH5532                          SUPERSEDED SURVEY CONTROL
 DH5532
 DH5532.No superseded survey control is available for this station.
 DH5532
 DH5532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ0967608647(NAD 83)
 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 = OCTOBER  7, 2006
 DH5561 ***********************************************************************
 DH5561  DESIGNATION -  ALMOND GPS
 DH5561  PID         -  DH5561
 DH5561  STATE/COUNTY-  WI/WAUSHARA
 DH5561  USGS QUAD   -  PLAINFIELD (1983)
 DH5561
 DH5561                         *CURRENT SURVEY CONTROL
 DH5561  ___________________________________________________________________
 DH5561* NAD 83(1997)-  44 14 37.86070(N)    089 24 26.88086(W)     ADJUSTED  
 DH5561* NAVD 88     -                                                        
 DH5561  ___________________________________________________________________
 DH5561  X           -      47,331.250 (meters)                     COMP
 DH5561  Y           -  -4,576,595.291 (meters)                     COMP
 DH5561  Z           -   4,427,763.419 (meters)                     COMP
 DH5561  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 DH5561  ELLIP HEIGHT-         317.00  (meters)          (08/01/05) GPS OBS
 DH5561  GEOID HEIGHT-         -36.04  (meters)                     GEOID03
 DH5561
 DH5561  HORZ ORDER  -  FIRST
 DH5561  ELLP ORDER  -  SECOND    CLASS I
 DH5561
 DH5561.The horizontal coordinates were established by GPS observations
 DH5561.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5561
 DH5561
 DH5561.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5561
 DH5561.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5561
 DH5561.The ellipsoidal height was determined by GPS observations
 DH5561.and is referenced to NAD 83.
 DH5561
 DH5561.The geoid height was determined by GEOID03.
 DH5561
 DH5561;                    North         East     Units Scale Factor Converg.
 DH5561;SPC WI S     -   249,450.909   647,331.278   MT  1.00004082   +0 24 25.7
 DH5561;SPC WI S     -   818,406.86  2,123,786.03   sFT  1.00004082   +0 24 25.7
 DH5561;UTM  16      - 4,901,775.882   307,774.194   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  =   0.99999111
 DH5561!UTM  16      -   0.99995030  x   1.00005446  =   1.00000475
 DH5561
 DH5561                          SUPERSEDED SURVEY CONTROL
 DH5561
 DH5561.No superseded survey control is available for this station.
 DH5561
 DH5561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ0777401776(NAD 83)
 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 - August 11, 2003
 DH5561
 DH5561  HISTORY     - Date     Condition        Report By
 DH5561  HISTORY     - 1993     MONUMENTED       WI-137
 DH5561  HISTORY     - 20030811 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5533 ***********************************************************************
 DH5533  DESIGNATION -  ALMOND N GPS
 DH5533  PID         -  DH5533
 DH5533  STATE/COUNTY-  WI/PORTAGE
 DH5533  USGS QUAD   -  ALMOND (1969)
 DH5533
 DH5533                         *CURRENT SURVEY CONTROL
 DH5533  ___________________________________________________________________
 DH5533* NAD 83(1997)-  44 20 10.75416(N)    089 26 42.89853(W)     ADJUSTED  
 DH5533* NAVD 88     -                                                        
 DH5533  ___________________________________________________________________
 DH5533  X           -      44,243.802 (meters)                     COMP
 DH5533  Y           -  -4,569,449.431 (meters)                     COMP
 DH5533  Z           -   4,435,117.847 (meters)                     COMP
 DH5533  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 DH5533  ELLIP HEIGHT-         315.56  (meters)          (08/01/05) GPS OBS
 DH5533  GEOID HEIGHT-         -35.96  (meters)                     GEOID03
 DH5533
 DH5533  HORZ ORDER  -  FIRST
 DH5533  ELLP ORDER  -  SECOND    CLASS I
 DH5533
 DH5533.The horizontal coordinates were established by GPS observations
 DH5533.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5533
 DH5533
 DH5533.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5533
 DH5533.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5533
 DH5533.The ellipsoidal height was determined by GPS observations
 DH5533.and is referenced to NAD 83.
 DH5533
 DH5533.The geoid height was determined by GEOID03.
 DH5533
 DH5533;                    North         East     Units Scale Factor Converg.
 DH5533;SPC WI C     -    56,042.146   644,241.292   MT  0.99998480   +0 23 29.1
 DH5533;SPC WI C     -   183,864.94  2,113,648.31   sFT  0.99998480   +0 23 29.1
 DH5533;UTM  16      - 4,912,136.325   305,063.645   MT  1.00006735   -1 42 34.0
 DH5533
 DH5533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5533!SPC WI C     -   0.99995052  x   0.99998480  =   0.99993532
 DH5533!UTM  16      -   0.99995052  x   1.00006735  =   1.00001787
 DH5533
 DH5533                          SUPERSEDED SURVEY CONTROL
 DH5533
 DH5533.No superseded survey control is available for this station.
 DH5533
 DH5533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ0506412136(NAD 83)
 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 = OCTOBER  7, 2006
 DH5534 ***********************************************************************
 DH5534  DESIGNATION -  ALMOND W GPS
 DH5534  PID         -  DH5534
 DH5534  STATE/COUNTY-  WI/PORTAGE
 DH5534  USGS QUAD   -  ALMOND (1969)
 DH5534
 DH5534                         *CURRENT SURVEY CONTROL
 DH5534  ___________________________________________________________________
 DH5534* NAD 83(1997)-  44 16 22.90187(N)    089 27 54.40753(W)     ADJUSTED  
 DH5534* NAVD 88     -                                                        
 DH5534  ___________________________________________________________________
 DH5534  X           -      42,705.420 (meters)                     COMP
 DH5534  Y           -  -4,574,368.404 (meters)                     COMP
 DH5534  Z           -   4,430,076.361 (meters)                     COMP
 DH5534  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 DH5534  ELLIP HEIGHT-         303.78  (meters)          (08/01/05) GPS OBS
 DH5534  GEOID HEIGHT-         -35.97  (meters)                     GEOID03
 DH5534
 DH5534  HORZ ORDER  -  FIRST
 DH5534  ELLP ORDER  -  SECOND    CLASS I
 DH5534
 DH5534.The horizontal coordinates were established by GPS observations
 DH5534.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5534
 DH5534
 DH5534.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5534
 DH5534.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5534
 DH5534.The ellipsoidal height was determined by GPS observations
 DH5534.and is referenced to NAD 83.
 DH5534
 DH5534.The geoid height was determined by GEOID03.
 DH5534
 DH5534;                    North         East     Units Scale Factor Converg.
 DH5534;SPC WI C     -    48,998.813   642,703.519   MT  0.99999573   +0 22 38.7
 DH5534;SPC WI C     -   160,756.94  2,108,603.13   sFT  0.99999573   +0 22 38.7
 DH5534;UTM  16      - 4,905,153.498   303,268.685   MT  1.00007601   -1 43 17.0
 DH5534
 DH5534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5534!SPC WI C     -   0.99995237  x   0.99999573  =   0.99994810
 DH5534!UTM  16      -   0.99995237  x   1.00007601  =   1.00002838
 DH5534
 DH5534                          SUPERSEDED SURVEY CONTROL
 DH5534
 DH5534.No superseded survey control is available for this station.
 DH5534
 DH5534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ0326905153(NAD 83)
 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 = OCTOBER  7, 2006
 OM0947 ***********************************************************************
 OM0947  DESIGNATION -  ALTO
 OM0947  PID         -  OM0947
 OM0947  STATE/COUNTY-  WI/FOND DU LAC
 OM0947  USGS QUAD   -  BRANDON (1980)
 OM0947
 OM0947                         *CURRENT SURVEY CONTROL
 OM0947  ___________________________________________________________________
 OM0947* NAD 83(1991)-  43 40 11.00155(N)    088 51 55.38342(W)     ADJUSTED  
 OM0947* NAVD 88     -       302.     (meters)     991.     (feet)  SCALED    
 OM0947  ___________________________________________________________________
 OM0947  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 OM0947  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 OM0947
 OM0947  HORZ ORDER  -  SECOND
 OM0947
 OM0947.The horizontal coordinates were established by classical geodetic methods
 OM0947.and adjusted by the National Geodetic Survey in November 1991..
 OM0947
 OM0947.The orthometric height was scaled from a topographic map.
 OM0947
 OM0947.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0947
 OM0947.The geoid height was determined by GEOID03.
 OM0947
 OM0947;                    North         East     Units Scale Factor Converg.
 OM0947;SPC WI S     -   186,114.167   691,498.512   MT  0.99994350   +0 46 46.6
 OM0947;SPC WI S     -   610,609.56  2,268,691.37   sFT  0.99994350   +0 46 46.6
 OM0947;UTM  16      - 4,836,881.402   349,616.072   MT  0.99987818   -1 17 17.8
 OM0947
 OM0947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0947!SPC WI S     -   0.99995822  x   0.99994350  =   0.99990172
 OM0947!UTM  16      -   0.99995822  x   0.99987818  =   0.99983641
 OM0947
 OM0947|---------------------------------------------------------------------|
 OM0947| PID    Reference Object                     Distance      Geod. Az  |
 OM0947|                                                           dddmmss.s |
 OM0947| OM0946 ALTO 2                                6.077 METERS 12940     |
 OM0947| CI8903 ALTO RM 1                            23.482 METERS 18150     |
 OM0947| OM0944 TT 17 USGS 1958                     394.190 METERS 18322     |
 OM0947| CI8902 ALTO AZ MK                                         1935001.8 |
 OM0947| OM0948 ALTO 2 1967 AZ MK                   APPROX. 0.8 KM 1972425.9 |
 OM0947| CI8904 ALTO RM 2                            25.614 METERS 30637     |
 OM0947|---------------------------------------------------------------------|
 OM0947
 OM0947                          SUPERSEDED SURVEY CONTROL
 OM0947
 OM0947  NAD 83(1986)-  43 40 10.99481(N)    088 51 55.38908(W) AD(       ) 2
 OM0947  NAD 27      -  43 40 11.05410(N)    088 51 54.99550(W) AD(       ) 2
 OM0947
 OM0947.Superseded values are not recommended for survey control.
 OM0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0947.See file dsdata.txt to determine how the superseded data were derived.
 OM0947
 OM0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4961636881(NAD 83)
 OM0947_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0947
 OM0947  HISTORY     - Date     Condition        Report By
 OM0947  HISTORY     - 1958     MONUMENTED       CGS
 OM0947  HISTORY     - 1967     SEE DESCRIPTION  CGS
 OM0947
 OM0947                          STATION DESCRIPTION
 OM0947
 OM0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM0947'THE STATION IS ABOUT 7 MILES NORTHWEST OF WAUPUN, ABOUT
 OM0947'9 MILES SOUTHEAST OF MARKESAN AND ABOUT 5 MILES SOUTH OF
 OM0947'FAIRWATER.  IT IS AT THE 1/2 SECTION LINE OF SEC. 20, T 14 N,
 OM0947'R 14 E, IN ALTO TOWNSHIP.  IT IS 1 FOOT WEST OF A FENCE,
 OM0947'33 FEET EAST OF THE CENTERLINE OF COUNTY ROAD E, 11 FEET
 OM0947'NORTH OF A FENCE CORNER, 9 FEET SOUTHWEST OF A 24 INCH MAPLE
 OM0947'TREE AND 11 FEET SOUTH OF A WHITE WITNESS POST.  THE MONUMENT
 OM0947'PROJECTS 4 INCHES AND THE DISK IS STAMPED ALTO 1958.
 OM0947'
 OM0947'TO REACH THE STATION FROM THE RAILROAD DEPOT IN FAIRWATER,
 OM0947'GO SOUTH ON STATE HIGHWAY 44 FOR 0.4 MILE TO A FORK, STATE
 OM0947'HIGHWAY 44 CURVES TO THE LEFT AND COUNTY ROAD E IS STRAIGHT
 OM0947'AHEAD SOUTH.  CONTINUE AHEAD SOUTH ON COUNTY ROAD E FOR
 OM0947'2.4 MILES TO A CURVE TO THE LEFT AND A GRAVELED ROAD STRAIGHT
 OM0947'AHEAD TO THE SOUTH.  TURN LEFT AND GO EASTERLY ON COUNTY
 OM0947'ROAD E FOR 1.3 MILES TO A CURVE TO THE RIGHT AND A GRAVELED
 OM0947'ROAD TO THE NORTH.  TURN RIGHT AND GO SOUTH ON COUNTY ROAD
 OM0947'E FOR 1.5 MILES TO THE STATION ON THE LEFT AT THE SOUTHWEST
 OM0947'CORNER OF A CEMETERY.
 OM0947'
 OM0947'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 OM0947'COUNTY ROAD E FOR 0.2 MILE TO TT 17 (USGS) ON THE RIGHT.
 OM0947'CONTINUE AHEAD SOUTH FOR 0.3 MILE TO A PAVED ROAD SOUTH AND
 OM0947'A GRAVELED ROAD WEST.  TURN RIGHT AND GO WEST ON A GRAVELED
 OM0947'ROAD FOR 0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 OM0947'
 OM0947'REFERENCE MARK 1 IS 1 FOOT WEST OF A FENCE, 31 FEET EAST OF THE
 OM0947'CENTERLINE OF COUNTY ROAD E, 66 FEET SOUTH OF A FENCE CORNER
 OM0947'AND 54 FEET NORTH OF A TELEPHONE POLE.  THE MONUMENT PROJECTS
 OM0947'4 INCHES AND THE DISK IS STAMPED ALTO NO 1 1958.
 OM0947'
 OM0947'REFERENCE MARK 2 IS 35 FEET WEST OF THE CENTERLINE OF COUNTY
 OM0947'ROAD E, 58 FEET NORTH OF A POWER POLE AND 1 FOOT EAST OF
 OM0947'A FENCE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 OM0947'STAMPED ALTO NO 2 1958.
 OM0947'
 OM0947'TT 17 (USGS) IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 OM0947'MARK DISK STAMPED TT JDF 1952, 969 (FEET ELEVATION) SET IN
 OM0947'THE TOP OF A 6 X 6 INCH CONCRETE POST THAT PROJECTS 6 INCHES.
 OM0947'IT IS 2 FEET EAST OF A FENCE, 31 FEET WEST OF THE CENTERLINE
 OM0947'OF COUNTY ROAD E AND 42 FEET NORTH OF A FENCE CORNER.
 OM0947'
 OM0947'THE AZIMUTH MARK IS 27 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 OM0947'ROAD, 2 FEET EAST OF A WHITE WITNESS POST, 1 FOOT SOUTH OF
 OM0947'A FENCE AND 58 FEET NORTH OF A TELEPHONE POLE WITH THE NUMBER
 OM0947'185 ON THE NORTH SIDE.  THE MONUMENT PROJECTS 4 INCHES AND
 OM0947'THE DISK IS STAMPED ALTO 1958.
 OM0947'
 OM0947'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OM0947
 OM0947                          STATION RECOVERY (1967)
 OM0947
 OM0947'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 OM0947'THE STATION MARK, AND REFERENCE MARKS WERE FOUND IN GOOD
 OM0947'CONDITION.  THE AZIMUTH MARK HAS BEEN DESTROYED BY ROAD
 OM0947'CONSTRUCTION.  AT THE REQUEST OF THE COUNTY HIGHWAY DEPT. THE
 OM0947'SURFACE STATION MARK AND REFERENCE MARKS WERE DESTROYED AFTER
 OM0947'A NEW STATION ALTO 2 WERE ESTABLISHED.  TT 17 (USGS) WAS MOVED
 OM0947'WEST OF ITS ORIGINAL POSITION AT THE REQUEST OF THE HIGHWAY
 OM0947'DEPARTMENT.  THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS
 OM0947'CHECKED AFTER ERECTING A 10 FOOT TARGET OVER THE USGS MARK.
 OM0947'
 OM0947'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SOUTH
 OM0947'OF FAIRWATER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0946 ***********************************************************************
 OM0946  DESIGNATION -  ALTO 2
 OM0946  PID         -  OM0946
 OM0946  STATE/COUNTY-  WI/FOND DU LAC
 OM0946  USGS QUAD   -  BRANDON (1980)
 OM0946
 OM0946                         *CURRENT SURVEY CONTROL
 OM0946  ___________________________________________________________________
 OM0946* NAD 83(1991)-  43 40 10.87588(N)    088 51 55.17459(W)     ADJUSTED  
 OM0946* NAVD 88     -       302.     (meters)     991.     (feet)  SCALED    
 OM0946  ___________________________________________________________________
 OM0946  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 OM0946  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 OM0946
 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.No horizontal observational check was made to the station.
 OM0946
 OM0946.The orthometric height was scaled from a topographic map.
 OM0946
 OM0946.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0946
 OM0946.The geoid height was determined by GEOID03.
 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     -   0.99995822  x   0.99994350  =   0.99990172
 OM0946!UTM  16      -   0.99995822  x   0.99987816  =   0.99983639
 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 1967 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0946.See file dsdata.txt to determine how the superseded data were derived.
 OM0946
 OM0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4962136877(NAD 83)
 OM0946_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0946_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 DH5604 ***********************************************************************
 DH5604  DESIGNATION -  ALTO N GPS
 DH5604  PID         -  DH5604
 DH5604  STATE/COUNTY-  WI/FOND DU LAC
 DH5604  USGS QUAD   -  BRANDON (1980)
 DH5604
 DH5604                         *CURRENT SURVEY CONTROL
 DH5604  ___________________________________________________________________
 DH5604* NAD 83(1997)-  43 42 20.54320(N)    088 50 24.82828(W)     ADJUSTED  
 DH5604* NAVD 88     -                                                        
 DH5604  ___________________________________________________________________
 DH5604  X           -      93,476.771 (meters)                     COMP
 DH5604  Y           -  -4,617,375.270 (meters)                     COMP
 DH5604  Z           -   4,384,694.459 (meters)                     COMP
 DH5604  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 DH5604  ELLIP HEIGHT-         264.28  (meters)          (08/01/05) GPS OBS
 DH5604  GEOID HEIGHT-         -35.60  (meters)                     GEOID03
 DH5604
 DH5604  HORZ ORDER  -  FIRST
 DH5604  ELLP ORDER  -  SECOND    CLASS I
 DH5604
 DH5604.The horizontal coordinates were established by GPS observations
 DH5604.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5604
 DH5604
 DH5604.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5604
 DH5604.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5604
 DH5604.The ellipsoidal height was determined by GPS observations
 DH5604.and is referenced to NAD 83.
 DH5604
 DH5604.The geoid height was determined by GEOID03.
 DH5604
 DH5604;                    North         East     Units Scale Factor Converg.
 DH5604;SPC WI S     -   190,139.488   693,471.286   MT  0.99994664   +0 47 48.8
 DH5604;SPC WI S     -   623,815.97  2,275,163.71   sFT  0.99994664   +0 47 48.8
 DH5604;UTM  16      - 4,840,832.623   351,732.685   MT  0.99987040   -1 16 18.3
 DH5604
 DH5604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5604!SPC WI S     -   0.99995856  x   0.99994664  =   0.99990520
 DH5604!UTM  16      -   0.99995856  x   0.99987040  =   0.99982897
 DH5604
 DH5604                          SUPERSEDED SURVEY CONTROL
 DH5604
 DH5604.No superseded survey control is available for this station.
 DH5604
 DH5604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5173340833(NAD 83)
 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 - August 18, 2003
 DH5604
 DH5604  HISTORY     - Date     Condition        Report By
 DH5604  HISTORY     - 1992     MONUMENTED       WI-039
 DH5604  HISTORY     - 20030818 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5603 ***********************************************************************
 DH5603  DESIGNATION -  ALTO S GPS
 DH5603  PID         -  DH5603
 DH5603  STATE/COUNTY-  WI/FOND DU LAC
 DH5603  USGS QUAD   -  BRANDON (1980)
 DH5603
 DH5603                         *CURRENT SURVEY CONTROL
 DH5603  ___________________________________________________________________
 DH5603* NAD 83(1997)-  43 38 45.90858(N)    088 49 31.20472(W)     ADJUSTED  
 DH5603* NAVD 88     -                                                        
 DH5603  ___________________________________________________________________
 DH5603  X           -      94,770.708 (meters)                     COMP
 DH5603  Y           -  -4,621,912.765 (meters)                     COMP
 DH5603  Z           -   4,379,891.974 (meters)                     COMP
 DH5603  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 DH5603  ELLIP HEIGHT-         247.95  (meters)          (08/01/05) GPS OBS
 DH5603  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 DH5603
 DH5603  HORZ ORDER  -  FIRST
 DH5603  ELLP ORDER  -  SECOND    CLASS I
 DH5603
 DH5603.The horizontal coordinates were established by GPS observations
 DH5603.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5603
 DH5603
 DH5603.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5603
 DH5603.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5603
 DH5603.The ellipsoidal height was determined by GPS observations
 DH5603.and is referenced to NAD 83.
 DH5603
 DH5603.The geoid height was determined by GEOID03.
 DH5603
 DH5603;                    North         East     Units Scale Factor Converg.
 DH5603;SPC WI S     -   183,533.105   694,765.006   MT  0.99994166   +0 48 25.6
 DH5603;SPC WI S     -   602,141.53  2,279,408.19   sFT  0.99994166   +0 48 25.6
 DH5603;UTM  16      - 4,834,184.362   352,787.098   MT  0.99986657   -1 15 36.3
 DH5603
 DH5603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5603!SPC WI S     -   0.99996112  x   0.99994166  =   0.99990278
 DH5603!UTM  16      -   0.99996112  x   0.99986657  =   0.99982770
 DH5603
 DH5603                          SUPERSEDED SURVEY CONTROL
 DH5603
 DH5603.No superseded survey control is available for this station.
 DH5603
 DH5603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5278734184(NAD 83)
 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 - August 18, 2003
 DH5603
 DH5603  HISTORY     - Date     Condition        Report By
 DH5603  HISTORY     - 1992     MONUMENTED       WI-039
 DH5603  HISTORY     - 20030818 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0656 ***********************************************************************
 PO0656  DESIGNATION -  ALTOONA MUNICIPAL TANK
 PO0656  PID         -  PO0656
 PO0656  STATE/COUNTY-  WI/EAU CLAIRE
 PO0656  USGS QUAD   -  EAU CLAIRE EAST (1982)
 PO0656
 PO0656                         *CURRENT SURVEY CONTROL
 PO0656  ___________________________________________________________________
 PO0656* NAD 83(1991)-  44 48 04.59905(N)    091 26 06.11109(W)     ADJUSTED  
 PO0656* NAVD 88     -                                                        
 PO0656  ___________________________________________________________________
 PO0656  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 PO0656  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 PO0656
 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
 PO0656.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0656
 PO0656.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 PO0656
 PO0656  NAD 83(1991)-  44 48 04.59914(N)    091 26 06.11112(W) AD(       ) 4
 PO0656  NAD 83(1986)-  44 48 04.59453(N)    091 26 06.12910(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0656.See file dsdata.txt to determine how the superseded data were derived.
 PO0656
 PO0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2376962066(NAD 83)
 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 = OCTOBER  7, 2006
 QL0553 ***********************************************************************
 QL0553  DESIGNATION -  AMBERG
 QL0553  PID         -  QL0553
 QL0553  STATE/COUNTY-  WI/MARINETTE
 QL0553  USGS QUAD   -  WAUSAUKEE NORTH (1982)
 QL0553
 QL0553                         *CURRENT SURVEY CONTROL
 QL0553  ___________________________________________________________________
 QL0553* NAD 83(1991)-  45 28 26.77807(N)    087 53 47.64993(W)     ADJUSTED  
 QL0553* NAVD 88     -       239.     (meters)     784.     (feet)  SCALED    
 QL0553  ___________________________________________________________________
 QL0553  LAPLACE CORR-          -5.17  (seconds)                    DEFLEC99
 QL0553  GEOID HEIGHT-         -35.79  (meters)                     GEOID03
 QL0553
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0553
 QL0553.The geoid height was determined by GEOID03.
 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  =   0.99962854
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0553.See file dsdata.txt to determine how the superseded data were derived.
 QL0553
 QL0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR2992236011(NAD 83)
 QL0553_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QL0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 QL0553'MILES SOUTH-SOUTHEAST OF PEMBINE, ON THE HIGHEST PART OF A SMALL HILL
 QL0553'ALONG THE RIGHT-OF-WAY OF A
 QL0553'COUNTY HIGHWAY.
 QL0553'
 QL0553'STATION MARK IS STAMPED AMBERG 1954 AND IS 6 FEET SOUTHEAST OF A
 QL0553'WITNESS POST, 36 FEET SOUTH
 QL0553'OF THE CENTERLINE OF A GRAVEL COUNTY HIGHWAY.  MONUMENT IS FLUSH WITH
 QL0553'THE GROUND.
 QL0553'
 QL0553'AZIMUTH MARK IS STAMPED AMBERG 1954 AND IS LOCATED 18 FEET NORTH OF
 QL0553'THE CENTERLINE OF THE HIGHWAY,
 QL0553'2 FEET EAST OF A WITNESS POST, 20 FEET SOUTHEAST OF AN 8 INCH
 QL0553'SPRUCE, AND PROJECTS 4 INCHES.
 QL0553'
 QL0553'REFERENCE MARK NO. 2, STAMPED ANBERG NO 2 1954 IS 21 FEET NORTH OF
 QL0553'THE CENTERLINE OF THE HIGHWAY,
 QL0553'6 FEET SOUTH OF A FENCE AND PROJECTS 6 INCHES.
 QL0553'
 QL0553'REFERENCE MARK NO. 1, STAMPED AMBERG NO 1 1954 IS 49 FEET SOUTH OF
 QL0553'THE CENTERLINE OF THE HIGHWAY,
 QL0553'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
 QL0553'OF COUNTY K JUST SOUTHEAST OF SMALL SETTLEMENT OF AMBERG, CONTINUE
 QL0553'SOUTH ON U.S. 141 FOR 1.4 MILES TO
 QL0553'A SIDE ROAD LEFT, TURN LEFT AND FOLLOW GRAVEL ROAD
 QL0553'EAST FOR 2.0 MILES TO A CROSSROADS, CONTINUE STRAIGHT
 QL0553'AHEAD FOR 2.1 MILES TO AZIMUTH
 QL0553'MARK ON LEFT (NORTH), THENCE STRAIGHT AHEAD FOR .2 MILES TO STATION
 QL0553'ON 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 = OCTOBER  7, 2006
 RN0270 ***********************************************************************
 RN0270  DESIGNATION -  AMBRIDGE
 RN0270  PID         -  RN0270
 RN0270  STATE/COUNTY-  WI/DOUGLAS
 RN0270  USGS QUAD   -  SUPERIOR (1994)
 RN0270
 RN0270                         *CURRENT SURVEY CONTROL
 RN0270  ___________________________________________________________________
 RN0270* NAD 83(1991)-  46 38 51.81018(N)    092 04 28.22115(W)     ADJUSTED  
 RN0270* NAVD 88     -       197.754  (meters)     648.80   (feet)  POSTED    
 RN0270  ___________________________________________________________________
 RN0270  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 RN0270  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 RN0270  DYNAMIC HT  -         197.780 (meters)     648.88  (feet)  COMP
 RN0270  MODELED GRAV-     980,722.8   (mgal)                       NAVD 88
 RN0270
 RN0270  HORZ ORDER  -  FIRST
 RN0270  VERT ORDER  -  * POSTED, Code NC , 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.No vertical observational check was made to the station.
 RN0270.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 RN0270.was located on a no-check spur therefore a value was not computed.
 RN0270
 RN0270.The Laplace correction was computed from DEFLEC99 derived deflections.
 RN0270
 RN0270.The geoid height was determined by GEOID03.
 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;                    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     -   0.99997340  x   0.99998042  =   0.99995382
 RN0270!UTM  15      -   0.99997340  x   0.99966165  =   0.99963506
 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  NGVD 29 (??/??/92)  197.804  (m)          648.96   (f) ADJ UNCH    1 2
 RN0270
 RN0270.Superseded values are not recommended for survey control.
 RN0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0270.See file dsdata.txt to determine how the superseded data were derived.
 RN0270
 RN0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM7082266434(NAD 83)
 RN0270_MARKER: DS = TRIANGULATION STATION DISK
 RN0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0270_STAMPING: AMBRIDGE 1921
 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             NGS
 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 NATIONAL 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 = OCTOBER  7, 2006
 QO2342 ***********************************************************************
 QO2342  PACS        -  This is a Primary Airport Control Station.
 QO2342  DESIGNATION -  AMERYPORT
 QO2342  PID         -  QO2342
 QO2342  STATE/COUNTY-  WI/POLK
 QO2342  USGS QUAD   -  AMERY (1978)
 QO2342
 QO2342                         *CURRENT SURVEY CONTROL
 QO2342  ___________________________________________________________________
 QO2342* NAD 83(1997)-  45 16 57.98116(N)    092 22 25.35839(W)     ADJUSTED  
 QO2342* NAVD 88     -       328.36   (meters)    1077.3    (feet)  GPS OBS   
 QO2342  ___________________________________________________________________
 QO2342  X           -    -186,192.134 (meters)                     COMP
 QO2342  Y           -  -4,491,667.628 (meters)                     COMP
 QO2342  Z           -   4,509,727.286 (meters)                     COMP
 QO2342  LAPLACE CORR-         -13.87  (seconds)                    DEFLEC99
 QO2342  ELLIP HEIGHT-         298.92  (meters)          (04/28/99) GPS OBS
 QO2342  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 QO2342
 QO2342  HORZ ORDER  -  A
 QO2342  ELLP ORDER  -  THIRD     CLASS I
 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 April 1999..
 QO2342
 QO2342.The orthometric height was determined by GPS observations and a
 QO2342.high-resolution geoid model.
 QO2342
 QO2342.GPS derived orthometric heights for airport stations designated as
 QO2342.PACS or SACS are published to 2 decimal places.  This maintains
 QO2342.centimeter relative accuracy between the PACS and SACS.  It does
 QO2342.not indicate centimeter accuracy relative to other marks which are
 QO2342.part of the NAVD 88 network.
 QO2342
 QO2342.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO2342
 QO2342.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO2342
 QO2342.The ellipsoidal height was determined by GPS observations
 QO2342.and is referenced to NAD 83.
 QO2342
 QO2342.The geoid height was determined by GEOID03.
 QO2342
 QO2342;                    North         East     Units Scale Factor Converg.
 QO2342;SPC WI C     -   163,785.107   413,796.184   MT  0.99996586   -1 40 29.4
 QO2342;SPC WI C     -   537,351.64  1,357,596.31   sFT  0.99996586   -1 40 29.4
 QO2342;UTM  15      - 5,014,554.387   549,117.773   MT  0.99962966   +0 26 42.2
 QO2342
 QO2342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO2342!SPC WI C     -   0.99995314  x   0.99996586  =   0.99991900
 QO2342!UTM  15      -   0.99995314  x   0.99962966  =   0.99958281
 QO2342
 QO2342:                Primary Azimuth Mark                     Grid Az
 QO2342:SPC WI C     -  AMERYPORT AZ MK                          173 39 30.1
 QO2342:UTM  15      -  AMERYPORT AZ MK                          171 32 18.5
 QO2342
 QO2342|---------------------------------------------------------------------|
 QO2342| PID    Reference Object                     Distance      Geod. Az  |
 QO2342|                                                           dddmmss.s |
 QO2342| QO2343 AMERYPORT AZ MK                     APPROX. 0.6 KM 1715900.7 |
 QO2342|---------------------------------------------------------------------|
 QO2342
 QO2342                          SUPERSEDED SURVEY CONTROL
 QO2342
 QO2342  NAD 83(1991)-  45 16 57.98136(N)    092 22 25.35598(W) AD(       ) 1
 QO2342  ELLIP H (08/19/91)  298.98   (m)                       GP(       ) 4 1
 QO2342  NGVD 29 (08/19/91)  328.3    (m)         1077.     (f) GPS OBS        
 QO2342
 QO2342.Superseded values are not recommended for survey control.
 QO2342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2342.See file dsdata.txt to determine how the superseded data were derived.
 QO2342
 QO2342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4911814554(NAD 83)
 QO2342_MARKER: I = METAL ROD
 QO2342_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QO2342_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 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 18, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO2343 ***********************************************************************
 QO2343  DESIGNATION -  AMERYPORT AZ MK
 QO2343  PID         -  QO2343
 QO2343  STATE/COUNTY-  WI/POLK
 QO2343  USGS QUAD   -  AMERY (1978)
 QO2343
 QO2343                         *CURRENT SURVEY CONTROL
 QO2343  ___________________________________________________________________
 QO2343* NAD 83(1997)-  45 16 38.38627(N)    092 22 21.44970(W)     ADJUSTED  
 QO2343* NAVD 88     -       329.8    (meters)    1082.     (feet)  VERTCON   
 QO2343  ___________________________________________________________________
 QO2343  X           -    -186,124.855 (meters)                     COMP
 QO2343  Y           -  -4,492,101.650 (meters)                     COMP
 QO2343  Z           -   4,509,302.640 (meters)                     COMP
 QO2343  LAPLACE CORR-         -13.50  (seconds)                    DEFLEC99
 QO2343  ELLIP HEIGHT-         300.36  (meters)          (09/30/02) GPS OBS
 QO2343  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 QO2343
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO2343
 QO2343.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO2343
 QO2343.The ellipsoidal height was determined by GPS observations
 QO2343.and is referenced to NAD 83.
 QO2343
 QO2343.The geoid height was determined by GEOID03.
 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 30.0
 QO2343:UTM  15      -  AMERYPORT                                351 32 18.6
 QO2343
 QO2343|---------------------------------------------------------------------|
 QO2343| PID    Reference Object                     Distance      Geod. Az  |
 QO2343|                                                           dddmmss.s |
 QO2343| QO2342 AMERYPORT                           APPROX. 0.6 KM 3515903.4 |
 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)  300.41   (m)                       GP(       ) 4 1
 QO2343  NGVD 29 (08/19/91)  329.8    (m)         1082.     (f) GPS OBS        
 QO2343
 QO2343.Superseded values are not recommended for survey control.
 QO2343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2343.See file dsdata.txt to determine how the superseded data were derived.
 QO2343
 QO2343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4920813950(NAD 83)
 QO2343_MARKER: DZ = AZIMUTH MARK DISK
 QO2343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO2343_SP_SET: CONCRETE POST
 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       WIDT
 QO2343  HISTORY     - 19900802 GOOD
 QO2343  HISTORY     - 20051112 GOOD             USPSQD
 QO2343
 QO2343                          STATION DESCRIPTION
 QO2343
 QO2343'DESCRIBED BY WI DEPT OF TRANSP 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 = OCTOBER  7, 2006
 PN1084 ***********************************************************************
 PN1084  DESIGNATION -  AMHERST MUN TANK
 PN1084  PID         -  PN1084
 PN1084  STATE/COUNTY-  WI/PORTAGE
 PN1084  USGS QUAD   -  AMHERST (1969)
 PN1084
 PN1084                         *CURRENT SURVEY CONTROL
 PN1084  ___________________________________________________________________
 PN1084* NAD 83(1991)-  44 26 57.64516(N)    089 17 30.70194(W)     ADJUSTED  
 PN1084* NAVD 88     -                                                        
 PN1084  ___________________________________________________________________
 PN1084  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 PN1084  GEOID HEIGHT-         -36.10  (meters)                     GEOID03
 PN1084
 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
 PN1084.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1084
 PN1084.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 PN1084
 PN1084  NAD 83(1986)-  44 26 57.64295(N)    089 17 30.71052(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1084.See file dsdata.txt to determine how the superseded data were derived.
 PN1084
 PN1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ1764324337(NAD 83)
 PN1084_MARKER: 51 = 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 = OCTOBER  7, 2006
 PN0436 ***********************************************************************
 PN0436  DESIGNATION -  AMHERST RESET
 PN0436  PID         -  PN0436
 PN0436  STATE/COUNTY-  WI/PORTAGE
 PN0436  USGS QUAD   -  AMHERST (1969)
 PN0436
 PN0436                         *CURRENT SURVEY CONTROL
 PN0436  ___________________________________________________________________
 PN0436* NAD 83(1991)-  44 28 10.71293(N)    089 18 30.13615(W)     ADJUSTED  
 PN0436* NAVD 88     -       343.242  (meters)    1126.12   (feet)  ADJUSTED  
 PN0436  ___________________________________________________________________
 PN0436  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 PN0436  GEOID HEIGHT-         -36.07  (meters)                     GEOID03
 PN0436  DYNAMIC HT  -         343.179 (meters)    1125.91  (feet)  COMP
 PN0436  MODELED GRAV-     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
 PN0436.and adjusted by the National Geodetic Survey in June 1991..
 PN0436
 PN0436.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0436
 PN0436.The geoid height was determined by GEOID03.
 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;                    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     -   0.99995184  x   0.99996573  =   0.99991757
 PN0436!UTM  16      -   0.99995184  x   1.00001459  =   0.99996643
 PN0436
 PN0436:                Primary Azimuth Mark                     Grid Az
 PN0436:SPC WI C     -  AMY WIDT                                 152 35 17.9
 PN0436:UTM  16      -  AMY WIDT                                 154 41 37.8
 PN0436
 PN0436|---------------------------------------------------------------------|
 PN0436| PID    Reference Object                     Distance      Geod. Az  |
 PN0436|                                                           dddmmss.s |
 PN0436| PN1085 AMY WIDT                            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
 PN0436.Superseded values are not recommended for survey control.
 PN0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0436.See file dsdata.txt to determine how the superseded data were derived.
 PN0436
 PN0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ1639326629(NAD 83)
 PN0436_MARKER: DB = BENCH MARK DISK
 PN0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0436_STAMPING: 1126.139 AMHERST 1926
 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             NGS
 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
 PN0436'260 METERS E OF THE DEPOT AT AMHERST JUNCTION, ABOUT 25 FEET
 PN0436'N OF RIGHT-OF-WAY FENCE, ON TANGENT OF S RAIL, 207 METERS
 PN0436'E OF POINT OF TANGENCY, 99 METERS E OF THE CROSSING OF STATE
 PN0436'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 NATIONAL 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
 PN0436'FENCE.  ELECTRONIC DIST. MEASUREMENT MADE FROM CABECA 1926.
 PN0436'EXCAVATED AND RECOVERED UNDERGROUND MONUMENT IN GOOD CONDITION.
 PN0436'STATION LOCATED IN A TILLED FIELD.  SUGGEST ESTABLISHMENT OF WITNESS
 PN0436'MONUMENTS, TO UNDERGROUND STATION, BE PLACED ALONG RAILROAD
 PN0436'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
 PN0436'SURFACE MARK WAS SET.  THERE WERE NO OLD REFERENCE MARKS AT
 PN0436'THIS STATION, SO REFERENCE MARKS 1 AND 2 WERE SET AT THIS
 PN0436'TIME.
 PN0436'
 PN0436'THE STATION IS LOCATED ALONG THE GREEN BAY AND WESTERN RAILWAY
 PN0436'AT AMHERST JUNCTION.
 PN0436'OWNERSHIP--GREEN BAY AND WESTERN RAILWAY.
 PN0436'
 PN0436'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 10,
 PN0436'STATE HIGHWAY 161, AND COUNTY ROUTE Q IN AMHERST JUNCTION, GO
 PN0436'SOUTHWEST ON U.S. HIGHWAY 10 FOR ABOUT 200 FEET TO A
 PN0436'DRIVEWAY ON THE LEFT LEADING TO ERNIES BODY SHOP AND SERVICE
 PN0436'STATION.  TURN LEFT AND GO ABOUT 100 FEET TO THE SOUTHEAST
 PN0436'CORNER OF THE BIULDING.  HERE TURN RIGHT AND FOLLOW A FIELD
 PN0436'ROAD ALONG THE SOUTHWEST SIDE OF A FIELD FOR 0.15 MILE TO
 PN0436'A JUNCTION OF A SPUR TRACK AND THE MAIN SET OF TRACKS
 PN0436'AND THE STATION AS DESCRIBED.
 PN0436'
 PN0436'THE STATION IS A STANDARD NGS DISK
 PN0436'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
 PN0436'011.42 METERS (37.45 FT) NORTH FROM THE NORTH RAIL OF A SPUR LINE,
 PN0436'0.485 METER (1.6 FT) SOUTHEAST FROM A METAL WITNESS POST, AND
 PN0436'0.457 METER (1.5 FT) NORTHWEST FROM A METAL WITNESS POST.
 PN0436'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 PN0436'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
 PN0436'STAMPED---AMHERST 1926 NO 1 1980---,
 PN0436'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN0436'PROJECTING 7 CM ABOVE THE GROUND.  IT IS LOCATED
 PN0436'19.00 METERS (62.35 FT) EAST-NORTHEAST FROM A RAILROAD TURN SWITCH,
 PN0436'08.6 METERS (28.2 FT) NORTH FROM THE NORTH RAIL OF A SET OF 2
 PN0436'TRACKS, AND
 PN0436'0.838 METER (02.75 FT) EAST FROM A METAL WITNESS POST.
 PN0436'MARK IS BELOW STATION 0.5 METERS.
 PN0436'
 PN0436'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 PN0436'STAMPED---AMHERST 1926 NO 2 1980---,
 PN0436'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN0436'PROJECTING 8 CM ABOVE THE GROUND.  IT IS LOCATED
 PN0436'02.4 METERS (07.9 FT) SOUTH-SOUTHWEST FROM THE SOUTHWEST RAIL OF
 PN0436'A SPUR LINE,
 PN0436'02.2 METERS (07.2 FT) NORTH-NORTHEAST FROM THE NORTHEAST RAIL OF
 PN0436'A SIDE TRACK, AND
 PN0436'00.70 METER (02.3 FT) EAST FROM A METAL WITNESS POST.
 PN0436'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.
 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 = OCTOBER  7, 2006
 RM0868 ***********************************************************************
 RM0868  DESIGNATION -  AMIN
 RM0868  PID         -  RM0868
 RM0868  STATE/COUNTY-  WI/DOUGLAS
 RM0868  USGS QUAD   -  POPLAR NE (1975)
 RM0868
 RM0868                         *CURRENT SURVEY CONTROL
 RM0868  ___________________________________________________________________
 RM0868* NAD 83(1991)-  46 41 20.68137(N)    091 51 24.95284(W)     ADJUSTED  
 RM0868* NAVD 88     -       201.     (meters)     659.     (feet)  SCALED    
 RM0868  ___________________________________________________________________
 RM0868  LAPLACE CORR-          -4.75  (seconds)                    DEFLEC99
 RM0868  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 RM0868
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0868
 RM0868.The geoid height was determined by GEOID03.
 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     -   0.99997294  x   0.99998674  =   0.99995968
 RM0868!UTM  15      -   0.99997294  x   0.99969390  =   0.99966685
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0868.See file dsdata.txt to determine how the superseded data were derived.
 RM0868
 RM0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM8740571248(NAD 83)
 RM0868_MARKER: DS = TRIANGULATION STATION DISK
 RM0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 RM0869 ***********************************************************************
 RM0869  DESIGNATION -  AMINICON RIVER
 RM0869  PID         -  RM0869
 RM0869  STATE/COUNTY-  WI/DOUGLAS
 RM0869  USGS QUAD   -  POPLAR NE (1975)
 RM0869
 RM0869                         *CURRENT SURVEY CONTROL
 RM0869  ___________________________________________________________________
 RM0869* NAD 83(1991)-  46 41 32.00571(N)    091 51 43.67093(W)     ADJUSTED  
 RM0869* NAVD 88     -       184.     (meters)     604.     (feet)  SCALED    
 RM0869  ___________________________________________________________________
 RM0869  LAPLACE CORR-          -4.66  (seconds)                    DEFLEC99
 RM0869  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 RM0869
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0869
 RM0869.The geoid height was determined by GEOID03.
 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     -   0.99997561  x   0.99998724  =   0.99996285
 RM0869!UTM  15      -   0.99997561  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|---------------------------------------------------------------------|
 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
 RM0869.Superseded values are not recommended for survey control.
 RM0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0869.See file dsdata.txt to determine how the superseded data were derived.
 RM0869
 RM0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM8700271592(NAD 83)
 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 = OCTOBER  7, 2006
 RM0708 ***********************************************************************
 RM0708  DESIGNATION -  AMNICON
 RM0708  PID         -  RM0708
 RM0708  STATE/COUNTY-  WI/ASHLAND
 RM0708  USGS QUAD   -  AMNICON POINT (1975)
 RM0708
 RM0708                         *CURRENT SURVEY CONTROL
 RM0708  ___________________________________________________________________
 RM0708* NAD 83(1991)-  46 51 37.30955(N)    090 35 25.35952(W)     ADJUSTED  
 RM0708* NAVD 88     -       189.8    (meters)     623.     (feet)  VERTCON   
 RM0708  ___________________________________________________________________
 RM0708  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 RM0708  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 RM0708
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0708
 RM0708.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0708.See file dsdata.txt to determine how the superseded data were derived.
 RM0708
 RM0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM8366692466(NAD 83)
 RM0708_MARKER: DS = TRIANGULATION STATION DISK
 RM0708_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  7, 2006
 PN0877 ***********************************************************************
 PN0877  DESIGNATION -  AMO 1926
 PN0877  PID         -  PN0877
 PN0877  STATE/COUNTY-  WI/BROWN
 PN0877  USGS QUAD   -  ONEIDA NORTH (1992)
 PN0877
 PN0877                         *CURRENT SURVEY CONTROL
 PN0877  ___________________________________________________________________
 PN0877* NAD 83(1991)-  44 32 05.92211(N)    088 08 13.20884(W)     ADJUSTED  
 PN0877* NAVD 88     -       195.     (meters)     640.     (feet)  SCALED    
 PN0877  ___________________________________________________________________
 PN0877  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 PN0877  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PN0877
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0877
 PN0877.The geoid height was determined by GEOID03.
 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     -   0.99997510  x   0.99995834  =   0.99993345
 PN0877!UTM  16      -   0.99997510  x   0.99970035  =   0.99967546
 PN0877
 PN0877:                Primary Azimuth Mark                     Grid Az
 PN0877:SPC WI C     -  AMOS 1926                                055 46 21.4
 PN0877:UTM  16      -  AMOS 1926                                057 53 04.5
 PN0877
 PN0877|---------------------------------------------------------------------|
 PN0877| PID    Reference Object                     Distance      Geod. Az  |
 PN0877|                                                           dddmmss.s |
 PN0877| PN0866 AMOS 1926                           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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0877.See file dsdata.txt to determine how the superseded data were derived.
 PN0877
 PN0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0966531923(NAD 83)
 PN0877_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PN0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0877_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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     SEE DESCRIPTION  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 = OCTOBER  7, 2006
 PN0866 ***********************************************************************
 PN0866  DESIGNATION -  AMOS 1926
 PN0866  PID         -  PN0866
 PN0866  STATE/COUNTY-  WI/BROWN
 PN0866  USGS QUAD   -  GREEN BAY WEST (1992)
 PN0866
 PN0866                         *CURRENT SURVEY CONTROL
 PN0866  ___________________________________________________________________
 PN0866* NAD 83(1991)-  44 32 34.24816(N)    088 07 12.00510(W)     ADJUSTED  
 PN0866* NAVD 88     -       198.     (meters)     650.     (feet)  SCALED    
 PN0866  ___________________________________________________________________
 PN0866  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 PN0866  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PN0866
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0866
 PN0866.The geoid height was determined by GEOID03.
 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  =   0.99967199
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0866.See file dsdata.txt to determine how the superseded data were derived.
 PN0866
 PN0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1102832779(NAD 83)
 PN0866_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PN0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0866_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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     SEE DESCRIPTION  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 = OCTOBER  7, 2006
 AB8427 ***********************************************************************
 AB8427  DESIGNATION -  AMUNDSON
 AB8427  PID         -  AB8427
 AB8427  STATE/COUNTY-  WI/BURNETT
 AB8427  USGS QUAD   -  INDIAN CREEK (1982)
 AB8427
 AB8427                         *CURRENT SURVEY CONTROL
 AB8427  ___________________________________________________________________
 AB8427* NAD 83(1997)-  45 43 33.24010(N)    092 12 21.93707(W)     ADJUSTED  
 AB8427* NAVD 88     -       317.0    (meters)    1040.     (feet)  GPS OBS   
 AB8427  ___________________________________________________________________
 AB8427  X           -    -171,698.498 (meters)                     COMP
 AB8427  Y           -  -4,457,080.687 (meters)                     COMP
 AB8427  Z           -   4,544,238.942 (meters)                     COMP
 AB8427  LAPLACE CORR-         -10.19  (seconds)                    DEFLEC99
 AB8427  ELLIP HEIGHT-         289.23  (meters)          (01/30/03) GPS OBS
 AB8427  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 AB8427
 AB8427  HORZ ORDER  -  FIRST
 AB8427  ELLP ORDER  -  FOURTH    CLASS I
 AB8427
 AB8427.The horizontal coordinates were established by GPS observations
 AB8427.and adjusted by the National Geodetic Survey in January 2003..
 AB8427
 AB8427.The orthometric height was determined by GPS observations and a
 AB8427.high-resolution geoid model.
 AB8427
 AB8427.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8427
 AB8427.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8427
 AB8427.The ellipsoidal height was determined by GPS observations
 AB8427.and is referenced to NAD 83.
 AB8427
 AB8427.The geoid height was determined by GEOID03.
 AB8427
 AB8427;                    North         East     Units Scale Factor Converg.
 AB8427;SPC WI N     -    64,539.974   428,293.233   MT  0.99997491   -1 35 29.1
 AB8427;SPC WI N     -   211,744.90  1,405,158.72   sFT  0.99997491   -1 35 29.1
 AB8427;UTM  15      - 5,063,900.299   561,776.801   MT  0.99964692   +0 34 06.5
 AB8427
 AB8427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8427!SPC WI N     -   0.99995466  x   0.99997491  =   0.99992957
 AB8427!UTM  15      -   0.99995466  x   0.99964692  =   0.99960159
 AB8427
 AB8427                          SUPERSEDED SURVEY CONTROL
 AB8427
 AB8427  NAD 83(1991)-  45 43 33.23941(N)    092 12 21.93491(W) AD(       ) 1
 AB8427  ELLIP H (12/09/96)  289.26   (m)                       GP(       ) 4 1
 AB8427
 AB8427.Superseded values are not recommended for survey control.
 AB8427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8427.See file dsdata.txt to determine how the superseded data were derived.
 AB8427
 AB8427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6177763900(NAD 83)
 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 = OCTOBER  7, 2006
 DG9065 ***********************************************************************
 DG9065  DESIGNATION -  ANAH
 DG9065  PID         -  DG9065
 DG9065  STATE/COUNTY-  WI/WASHBURN
 DG9065  USGS QUAD   -  SPOONER LAKE (1982)
 DG9065
 DG9065                         *CURRENT SURVEY CONTROL
 DG9065  ___________________________________________________________________
 DG9065* NAD 83(1997)-  45 50 32.39026(N)    091 46 14.54026(W)     ADJUSTED  
 DG9065* NAVD 88     -       370.3    (meters)    1215.     (feet)  GPS OBS   
 DG9065  ___________________________________________________________________
 DG9065  X           -    -137,539.229 (meters)                     COMP
 DG9065  Y           -  -4,449,022.015 (meters)                     COMP
 DG9065  Z           -   4,553,301.253 (meters)                     COMP
 DG9065  LAPLACE CORR-          -7.56  (seconds)                    DEFLEC99
 DG9065  ELLIP HEIGHT-         341.32  (meters)          (01/24/05) GPS OBS
 DG9065  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 DG9065
 DG9065  HORZ ORDER  -  FIRST
 DG9065  ELLP ORDER  -  FOURTH    CLASS I
 DG9065
 DG9065.The horizontal coordinates were established by GPS observations
 DG9065.and adjusted by the WOOLPERT CONSULTANTS in January 2005..
 DG9065
 DG9065.The orthometric height was determined by GPS observations and a
 DG9065.high-resolution geoid model.
 DG9065
 DG9065.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9065
 DG9065.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9065
 DG9065.The ellipsoidal height was determined by GPS observations
 DG9065.and is referenced to NAD 83.
 DG9065
 DG9065.The geoid height was determined by GEOID03.
 DG9065
 DG9065;                    North         East     Units Scale Factor Converg.
 DG9065;SPC WI N     -    76,628.887   462,462.927   MT  0.99996139   -1 16 38.4
 DG9065;SPC WI N     -   251,406.61  1,517,263.79   sFT  0.99996139   -1 16 38.4
 DG9065;UTM  15      - 5,077,264.304   595,456.908   MT  0.99971202   +0 52 55.2
 DG9065
 DG9065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9065!SPC WI N     -   0.99994649  x   0.99996139  =   0.99990789
 DG9065!UTM  15      -   0.99994649  x   0.99971202  =   0.99965853
 DG9065
 DG9065                          SUPERSEDED SURVEY CONTROL
 DG9065
 DG9065.No superseded survey control is available for this station.
 DG9065
 DG9065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL9545777264(NAD 83)
 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 = OCTOBER  7, 2006
 PN0661 ***********************************************************************
 PN0661  DESIGNATION -  ANCHOR
 PN0661  PID         -  PN0661
 PN0661  STATE/COUNTY-  WI/OUTAGAMIE
 PN0661  USGS QUAD   -  KAUKAUNA (1992)
 PN0661
 PN0661                         *CURRENT SURVEY CONTROL
 PN0661  ___________________________________________________________________
 PN0661* NAD 83(1986)-  44 16 24.     (N)    088 20 19.     (W)     SCALED    
 PN0661* NAVD 88     -       224.152  (meters)     735.41   (feet)  ADJUSTED  
 PN0661  ___________________________________________________________________
 PN0661  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 PN0661  DYNAMIC HT  -         224.115 (meters)     735.28  (feet)  COMP
 PN0661  MODELED GRAV-     980,450.9   (mgal)                       NAVD 88
 PN0661
 PN0661  VERT ORDER  -  FIRST     CLASS 0
 PN0661
 PN0661.The horizontal coordinates were scaled from a topographic map and have
 PN0661.an estimated accuracy of +/- 6 seconds.
 PN0661
 PN0661.The orthometric height was determined by differential leveling
 PN0661.and adjusted by the National Geodetic Survey in June 1991..
 PN0661
 PN0661.The geoid height was determined by GEOID03.
 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     -    50,250.      732,630.      MT  (+/- 180 meters Scaled)
 PN0661
 PN0661                          SUPERSEDED SURVEY CONTROL
 PN0661
 PN0661.No superseded survey control is available for this station.
 PN0661
 PN0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ931031(NAD 83)
 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 = OCTOBER  7, 2006
 QM0105 ***********************************************************************
 QM0105  DESIGNATION -  ANDERSON
 QM0105  PID         -  QM0105
 QM0105  STATE/COUNTY-  WI/OCONTO
 QM0105  USGS QUAD   -  SHADOW LAKE (1973)
 QM0105
 QM0105                         *CURRENT SURVEY CONTROL
 QM0105  ___________________________________________________________________
 QM0105* NAD 83(1991)-  45 13 35.04846(N)    088 30 36.89561(W)     ADJUSTED  
 QM0105* NAVD 88     -       340.399  (meters)    1116.79   (feet)  ADJUSTED  
 QM0105  ___________________________________________________________________
 QM0105  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 QM0105  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 QM0105  DYNAMIC HT  -         340.361 (meters)    1116.67  (feet)  COMP
 QM0105  MODELED GRAV-     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
 QM0105.and adjusted by the National Geodetic Survey in June 1991..
 QM0105
 QM0105.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0105
 QM0105.The geoid height was determined by GEOID03.
 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;                    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     -   0.99995220  x   0.99995936  =   0.99991156
 QM0105!UTM  16      -   0.99995220  x   0.99977284  =   0.99972505
 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|---------------------------------------------------------------------|
 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  NGVD 29 (??/??/92)  340.397  (m)         1116.79   (f) ADJ UNCH    1 2
 QM0105
 QM0105.Superseded values are not recommended for survey control.
 QM0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0105.See file dsdata.txt to determine how the superseded data were derived.
 QM0105
 QM0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8143909211(NAD 83)
 QM0105_MARKER: DS = TRIANGULATION STATION DISK
 QM0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0105
 QM0105  HISTORY     - Date     Condition        Report By
 QM0105  HISTORY     - 1921     MONUMENTED       CGS
 QM0105  HISTORY     - 1922     GOOD             NGS
 QM0105  HISTORY     - 1934     MARK NOT FOUND   NGS
 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 NATIONAL 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 NATIONAL 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 = OCTOBER  7, 2006
 AB8483 ***********************************************************************
 AB8483  DESIGNATION -  ANDERSON
 AB8483  PID         -  AB8483
 AB8483  STATE/COUNTY-  WI/BURNETT
 AB8483  USGS QUAD   -  GRANTSBURG (1982)
 AB8483
 AB8483                         *CURRENT SURVEY CONTROL
 AB8483  ___________________________________________________________________
 AB8483* NAD 83(1997)-  45 51 14.57406(N)    092 43 22.80532(W)     ADJUSTED  
 AB8483* NAVD 88     -       281.0    (meters)     922.     (feet)  GPS OBS   
 AB8483  ___________________________________________________________________
 AB8483  X           -    -211,415.397 (meters)                     COMP
 AB8483  Y           -  -4,445,127.496 (meters)                     COMP
 AB8483  Z           -   4,554,145.943 (meters)                     COMP
 AB8483  LAPLACE CORR-           6.50  (seconds)                    DEFLEC99
 AB8483  ELLIP HEIGHT-         254.13  (meters)          (01/30/03) GPS OBS
 AB8483  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AB8483
 AB8483  HORZ ORDER  -  FIRST
 AB8483  ELLP ORDER  -  FOURTH    CLASS I
 AB8483
 AB8483.The horizontal coordinates were established by GPS observations
 AB8483.and adjusted by the National Geodetic Survey in January 2003..
 AB8483
 AB8483.The orthometric height was determined by GPS observations and a
 AB8483.high-resolution geoid model.
 AB8483
 AB8483.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8483
 AB8483.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8483
 AB8483.The ellipsoidal height was determined by GPS observations
 AB8483.and is referenced to NAD 83.
 AB8483
 AB8483.The geoid height was determined by GEOID03.
 AB8483
 AB8483;                    North         East     Units Scale Factor Converg.
 AB8483;SPC WI N     -    80,022.812   388,563.237   MT  0.99996026   -1 57 51.5
 AB8483;SPC WI N     -   262,541.51  1,274,811.22   sFT  0.99996026   -1 57 51.5
 AB8483;UTM  15      - 5,077,868.772   521,504.959   MT  0.99960569   +0 11 55.6
 AB8483
 AB8483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8483!SPC WI N     -   0.99996016  x   0.99996026  =   0.99992042
 AB8483!UTM  15      -   0.99996016  x   0.99960569  =   0.99956587
 AB8483
 AB8483                          SUPERSEDED SURVEY CONTROL
 AB8483
 AB8483  NAD 83(1991)-  45 51 14.57385(N)    092 43 22.80334(W) AD(       ) 1
 AB8483  ELLIP H (12/09/96)  254.17   (m)                       GP(       ) 4 1
 AB8483
 AB8483.Superseded values are not recommended for survey control.
 AB8483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8483.See file dsdata.txt to determine how the superseded data were derived.
 AB8483
 AB8483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2150577869(NAD 83)
 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 = OCTOBER  7, 2006
 PN0700 ***********************************************************************
 PN0700  DESIGNATION -  ANDREW
 PN0700  PID         -  PN0700
 PN0700  STATE/COUNTY-  WI/BROWN
 PN0700  USGS QUAD   -  ONEIDA NORTH (1992)
 PN0700
 PN0700                         *CURRENT SURVEY CONTROL
 PN0700  ___________________________________________________________________
 PN0700* NAD 83(1991)-  44 31 27.52476(N)    088 09 13.05280(W)     ADJUSTED  
 PN0700* NAVD 88     -       204.579  (meters)     671.19   (feet)  ADJUSTED  
 PN0700  ___________________________________________________________________
 PN0700  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 PN0700  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PN0700  DYNAMIC HT  -         204.553 (meters)     671.10  (feet)  COMP
 PN0700  MODELED GRAV-     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
 PN0700.and adjusted by the National Geodetic Survey in June 1991..
 PN0700
 PN0700.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0700
 PN0700.The geoid height was determined by GEOID03.
 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;                    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     -   0.99997360  x   0.99995946  =   0.99993306
 PN0700!UTM  16      -   0.99997360  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|---------------------------------------------------------------------|
 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
 PN0700.Superseded values are not recommended for survey control.
 PN0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0700.See file dsdata.txt to determine how the superseded data were derived.
 PN0700
 PN0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0832730757(NAD 83)
 PN0700_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PN0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0700_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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     SEE DESCRIPTION  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 = OCTOBER  7, 2006
 DG9043 ***********************************************************************
 DG9043  DESIGNATION -  ANDREWS
 DG9043  PID         -  DG9043
 DG9043  STATE/COUNTY-  WI/WASHBURN
 DG9043  USGS QUAD   -  SPRINGBROOK (1971)
 DG9043
 DG9043                         *CURRENT SURVEY CONTROL
 DG9043  ___________________________________________________________________
 DG9043* NAD 83(1997)-  45 56 30.65862(N)    091 40 57.84102(W)     ADJUSTED  
 DG9043* NAVD 88     -       352.7    (meters)    1157.     (feet)  GPS OBS   
 DG9043  ___________________________________________________________________
 DG9043  X           -    -130,474.441 (meters)                     COMP
 DG9043  Y           -  -4,441,276.519 (meters)                     COMP
 DG9043  Z           -   4,560,988.196 (meters)                     COMP
 DG9043  LAPLACE CORR-          -6.89  (seconds)                    DEFLEC99
 DG9043  ELLIP HEIGHT-         324.10  (meters)          (01/24/05) GPS OBS
 DG9043  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 DG9043
 DG9043  HORZ ORDER  -  FIRST
 DG9043  ELLP ORDER  -  FOURTH    CLASS I
 DG9043
 DG9043.The horizontal coordinates were established by GPS observations
 DG9043.and adjusted by the WOOLPERT CONSULTANTS in January 2005..
 DG9043
 DG9043.The orthometric height was determined by GPS observations and a
 DG9043.high-resolution geoid model.
 DG9043
 DG9043.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9043
 DG9043.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9043
 DG9043.The ellipsoidal height was determined by GPS observations
 DG9043.and is referenced to NAD 83.
 DG9043
 DG9043.The geoid height was determined by GEOID03.
 DG9043
 DG9043;                    North         East     Units Scale Factor Converg.
 DG9043;SPC WI N     -    87,538.834   469,529.302   MT  0.99995308   -1 12 49.9
 DG9043;SPC WI N     -   287,200.32  1,540,447.38   sFT  0.99995308   -1 12 49.9
 DG9043;UTM  15      - 5,088,430.179   602,105.500   MT  0.99972817   +0 56 48.2
 DG9043
 DG9043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9043!SPC WI N     -   0.99994919  x   0.99995308  =   0.99990228
 DG9043!UTM  15      -   0.99994919  x   0.99972817  =   0.99967738
 DG9043
 DG9043                          SUPERSEDED SURVEY CONTROL
 DG9043
 DG9043.No superseded survey control is available for this station.
 DG9043
 DG9043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL0210588430(NAD 83)
 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 = OCTOBER  7, 2006
 QN0401 ***********************************************************************
 QN0401  DESIGNATION -  ANDY
 QN0401  PID         -  QN0401
 QN0401  STATE/COUNTY-  WI/PRICE
 QN0401  USGS QUAD   -  PENNINGTON (1984)
 QN0401
 QN0401                         *CURRENT SURVEY CONTROL
 QN0401  ___________________________________________________________________
 QN0401* NAD 83(1991)-  45 32 05.88257(N)    090 24 44.30040(W)     ADJUSTED  
 QN0401* NAVD 88     -       461.406  (meters)    1513.80   (feet)  ADJUSTED  
 QN0401  ___________________________________________________________________
 QN0401  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 QN0401  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 QN0401  DYNAMIC HT  -         461.390 (meters)    1513.74  (feet)  COMP
 QN0401  MODELED GRAV-     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
 QN0401.and adjusted by the National Geodetic Survey in June 1991..
 QN0401
 QN0401.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0401
 QN0401.The geoid height was determined by GEOID03.
 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;                    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     -   0.99993244  x   1.00000591  =   0.99993835
 QN0401!UTM  15      -   0.99993244  x   1.00010191  =   1.00003434
 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
 QN0401.Superseded values are not recommended for survey control.
 QN0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0401.See file dsdata.txt to determine how the superseded data were derived.
 QN0401
 QN0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL0204245639(NAD 83)
 QN0401_MARKER: DS = TRIANGULATION STATION DISK
 QN0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 PN0060 ***********************************************************************
 PN0060  DESIGNATION -  ANDY
 PN0060  PID         -  PN0060
 PN0060  STATE/COUNTY-  WI/BROWN
 PN0060  USGS QUAD   -  GREEN BAY WEST (1992)
 PN0060
 PN0060                         *CURRENT SURVEY CONTROL
 PN0060  ___________________________________________________________________
 PN0060* NAD 83(1991)-  44 32 33.10320(N)    088 06 29.54732(W)     ADJUSTED  
 PN0060* NAVD 88     -       185.281  (meters)     607.88   (feet)  ADJUSTED  
 PN0060  ___________________________________________________________________
 PN0060  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 PN0060  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PN0060  DYNAMIC HT  -         185.258 (meters)     607.80  (feet)  COMP
 PN0060  MODELED GRAV-     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
 PN0060.and adjusted by the National Geodetic Survey in June 1991..
 PN0060
 PN0060.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0060
 PN0060.The geoid height was determined by GEOID03.
 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;                    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     -   0.99997662  x   0.99995757  =   0.99993420
 PN0060!UTM  16      -   0.99997662  x   0.99969531  =   0.99967194
 PN0060
 PN0060:                Primary Azimuth Mark                     Grid Az
 PN0060:SPC WI C     -  ANNA 1926                                077 42 13.0
 PN0060:UTM  16      -  ANNA 1926                                079 48 56.9
 PN0060
 PN0060|---------------------------------------------------------------------|
 PN0060| PID    Reference Object                     Distance      Geod. Az  |
 PN0060|                                                           dddmmss.s |
 PN0060| PN0863 ANNA 1926                           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
 PN0060.Superseded values are not recommended for survey control.
 PN0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0060.See file dsdata.txt to determine how the superseded data were derived.
 PN0060
 PN0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1196432730(NAD 83)
 PN0060_MARKER: DE = TRAVERSE STATION DISK
 PN0060_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PN0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0060_STAMPING: ANDY 1926
 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 - March 30, 2004
 PN0060
 PN0060  HISTORY     - Date     Condition        Report By
 PN0060  HISTORY     - 1926     MONUMENTED       CGS
 PN0060  HISTORY     - 1930     SEE DESCRIPTION  CGS
 PN0060  HISTORY     - 1930     GOOD             NGS
 PN0060  HISTORY     - 1934     GOOD             NGS
 PN0060  HISTORY     - 1954     SEE DESCRIPTION  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
 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 NATIONAL 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0668 ***********************************************************************
 PO0668  DESIGNATION -  ANDY
 PO0668  PID         -  PO0668
 PO0668  STATE/COUNTY-  WI/JACKSON
 PO0668  USGS QUAD   -  BLAIR (1984)
 PO0668
 PO0668                         *CURRENT SURVEY CONTROL
 PO0668  ___________________________________________________________________
 PO0668* NAD 83(1991)-  44 22 22.32563(N)    091 08 29.24450(W)     ADJUSTED  
 PO0668* NAVD 88     -       377.0    (meters)    1237.     (feet)  VERTCON   
 PO0668  ___________________________________________________________________
 PO0668  LAPLACE CORR-          -8.37  (seconds)                    DEFLEC99
 PO0668  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 PO0668
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0668
 PO0668.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0668.See file dsdata.txt to determine how the superseded data were derived.
 PO0668
 PO0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK4807114968(NAD 83)
 PO0668_MARKER: DD = SURVEY DISK
 PO0668_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  7, 2006
 PN0056 ***********************************************************************
 PN0056  DESIGNATION -  ANGELINE
 PN0056  PID         -  PN0056
 PN0056  STATE/COUNTY-  WI/BROWN
 PN0056  USGS QUAD   -  ONEIDA NORTH (1992)
 PN0056
 PN0056                         *CURRENT SURVEY CONTROL
 PN0056  ___________________________________________________________________
 PN0056* NAD 83(1991)-  44 30 55.81558(N)    088 10 25.01449(W)     ADJUSTED  
 PN0056* NAVD 88     -       214.426  (meters)     703.50   (feet)  ADJUSTED  
 PN0056  ___________________________________________________________________
 PN0056  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 PN0056  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PN0056  DYNAMIC HT  -         214.399 (meters)     703.41  (feet)  COMP
 PN0056  MODELED GRAV-     980,484.4   (mgal)                       NAVD 88
 PN0056
 PN0056  HORZ ORDER  -  FIRST
 PN0056  VERT ORDER  -  FIRST     CLASS II
 PN0056
 PN0056.The horizontal coordinates were established by classical geodetic methods
 PN0056.and adjusted by the National Geodetic Survey in November 1991..
 PN0056
 PN0056.The orthometric height was determined by differential leveling
 PN0056.and adjusted by the National Geodetic Survey in June 1991..
 PN0056
 PN0056.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0056
 PN0056.The geoid height was determined by GEOID03.
 PN0056
 PN0056.The dynamic height is computed by dividing the NAVD 88
 PN0056.geopotential number by the normal gravity value computed on the
 PN0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0056.degrees latitude (g = 980.6199 gals.).
 PN0056
 PN0056.The modeled gravity was interpolated from observed gravity values.
 PN0056
 PN0056;                    North         East     Units Scale Factor Converg.
 PN0056;SPC WI C     -    77,434.341   745,195.098   MT  0.99996041   +1 17 19.2
 PN0056;SPC WI C     -   254,049.17  2,444,860.92   sFT  0.99996041   +1 17 19.2
 PN0056;UTM  16      - 4,929,801.174   406,724.845   MT  0.99970699   -0 49 22.4
 PN0056
 PN0056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0056!SPC WI C     -   0.99997205  x   0.99996041  =   0.99993246
 PN0056!UTM  16      -   0.99997205  x   0.99970699  =   0.99967905
 PN0056
 PN0056                          SUPERSEDED SURVEY CONTROL
 PN0056
 PN0056  NAD 83(1986)-  44 30 55.80586(N)    088 10 25.00119(W) AD(       ) 1
 PN0056  NAD 27      -  44 30 55.83800(N)    088 10 24.62600(W) AD(       ) 1
 PN0056  NGVD 29 (??/??/92)  214.459  (m)          703.60   (f) ADJ UNCH    1 2
 PN0056
 PN0056.Superseded values are not recommended for survey control.
 PN0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0056.See file dsdata.txt to determine how the superseded data were derived.
 PN0056
 PN0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0672529801(NAD 83)
 PN0056_MARKER: DE = TRAVERSE STATION DISK
 PN0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0056_STAMPING: ANGELINE
 PN0056_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0056+STABILITY: SURFACE MOTION
 PN0056
 PN0056  HISTORY     - Date     Condition        Report By
 PN0056  HISTORY     - 1926     MONUMENTED       CGS
 PN0056  HISTORY     - 1930     SEE DESCRIPTION  CGS
 PN0056  HISTORY     - 1930     GOOD             NGS
 PN0056  HISTORY     - 1934     GOOD             NGS
 PN0056  HISTORY     - 1952     SEE DESCRIPTION  USGS
 PN0056  HISTORY     - 1985     MARK NOT FOUND   NGS
 PN0056  HISTORY     - 19940418 POOR             WI-009
 PN0056  HISTORY     - 20031214 MARK NOT FOUND   USPSQD
 PN0056  HISTORY     - 20050810 MARK NOT FOUND   WIDT
 PN0056
 PN0056                          STATION DESCRIPTION
 PN0056
 PN0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PN0056'STATION IS LOCATED ABOUT 1-1/2 MILES NE OF THE TOWN OF ONEIDA,
 PN0056'ON THE SECOND CURVE IN THE RAILROAD TRACK E OF ONEIDA, ON THE
 PN0056'GREEN BAY AND WESTERN RAILWAY, AT THE INTERSECTION OF THE
 PN0056'PROLONGATION OF THE S RAIL FROM THE W AND THE N RAIL FROM THE E.
 PN0056'IT IS 3.63 METERS (11.9 FEET) S OF THE S RAIL, AND 10.65 METERS
 PN0056'(34.90 FEET) N OF THE S PROPERTY LINE FENCE OF THE RAILROAD.
 PN0056'STATION IS ALSO ABOUT 1/4 MILE W OF THE FIRST MAIN-TRAVELED
 PN0056'ROAD, BRANCHING OFF TO THE N, AFTER PASSING E THROUGH ONEIDA ON
 PN0056'STATE TRUNK HIGHWAY 54.
 PN0056'
 PN0056'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN CONCRETE,
 PN0056'AS DESCRIBED IN NOTES 1A AND 7A.
 PN0056
 PN0056                          STATION RECOVERY (1930)
 PN0056
 PN0056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PN0056'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 PN0056'IS ADEQUATE.
 PN0056
 PN0056                          STATION RECOVERY (1930)
 PN0056
 PN0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1930
 PN0056'1.3 MI NE FROM ONEIDA.
 PN0056'ON THE GREEN BAY AND WESTERN RAILROAD, 1.39 MILES NORTHEAST OF
 PN0056'ONEIDA, ON THE SECOND CURVE IN THE RAILROAD TRACK AFTER PASSING
 PN0056'EAST THRU ONEIDA, AT THE INTERSECTION OF THE PROLONGATION OF THE
 PN0056'SOUTH RAIL FROM THE WEST, AND THE NORTH RAIL FROM THE EAST.  IT
 PN0056'IS 3.63 METERS (11.9 FEET) SOUTH OF THE SOUTH RAIL, AND 10.65
 PN0056'METERS (34.90 FEET) NORTH OF THE SOUTH PROPERTY LINE FENCE OF THE
 PN0056'RAILROAD, A STANDARD BRONZE TRAVERSE STATION DISC SET IN CONCRETE
 PN0056'MONUMENT.
 PN0056
 PN0056                          STATION RECOVERY (1934)
 PN0056
 PN0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PN0056'RECOVERED IN GOOD CONDITION.
 PN0056
 PN0056                          STATION RECOVERY (1952)
 PN0056
 PN0056'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 PN0056'STATION DESTROYED.  PIECES OF CONCRETE AND STANDARD DISK FOUND
 PN0056'WHERE GRADER FOR COUNTY HIGHWAY HAD UP-ENDED THE POST.
 PN0056
 PN0056                          STATION RECOVERY (1985)
 PN0056
 PN0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0056'MARK NOT FOUND.
 PN0056
 PN0056                          STATION RECOVERY (1994)
 PN0056
 PN0056'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0056'MONUMENT WAS FOUND IN HOLE LAYING OUT ON ITS SIDE NEXT TO FARM FENCE.
 PN0056
 PN0056                          STATION RECOVERY (2003)
 PN0056
 PN0056'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0056'MARK NOT FOUND.
 PN0056
 PN0056                          STATION RECOVERY (2005)
 PN0056
 PN0056'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0056'NOT FOUND.  NO EVIDENCE OF THE MONUMENT OR THE FENCE LINE WAS
 PN0056'RECOVERED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0699 ***********************************************************************
 QM0699  DESIGNATION -  ANIWA
 QM0699  PID         -  QM0699
 QM0699  STATE/COUNTY-  WI/MARATHON
 QM0699  USGS QUAD   -  ANIWA (1973)
 QM0699
 QM0699                         *CURRENT SURVEY CONTROL
 QM0699  ___________________________________________________________________
 QM0699* NAD 83(1991)-  45 02 56.31732(N)    089 14 05.94297(W)     ADJUSTED  
 QM0699* NAVD 88     -       469.     (meters)    1539.     (feet)  SCALED    
 QM0699  ___________________________________________________________________
 QM0699  LAPLACE CORR-          -5.33  (seconds)                    DEFLEC99
 QM0699  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 QM0699
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0699
 QM0699.The geoid height was determined by GEOID03.
 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     -   0.99993194  x   0.99994524  =   0.99987718
 QM0699!UTM  16      -   0.99993194  x   0.99998090  =   0.99991284
 QM0699
 QM0699:                Primary Azimuth Mark                     Grid Az
 QM0699:SPC WI C     -  ANTIGO CHICAGO AND NW RY STK             028 48 23.0
 QM0699:UTM  16      -  ANTIGO CHICAGO AND NW RY STK             030 55 41.9
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0699.See file dsdata.txt to determine how the superseded data were derived.
 QM0699
 QM0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ2399990821(NAD 83)
 QM0699_MARKER: DS = TRIANGULATION STATION DISK
 QM0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0699_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 QM0701 ***********************************************************************
 QM0701  DESIGNATION -  ANIWA 2
 QM0701  PID         -  QM0701
 QM0701  STATE/COUNTY-  WI/MARATHON
 QM0701  USGS QUAD   -  ANIWA (1973)
 QM0701
 QM0701                         *CURRENT SURVEY CONTROL
 QM0701  ___________________________________________________________________
 QM0701* NAD 83(1991)-  45 02 55.69133(N)    089 14 03.50434(W)     ADJUSTED  
 QM0701* NAVD 88     -       469.     (meters)    1539.     (feet)  SCALED    
 QM0701  ___________________________________________________________________
 QM0701  LAPLACE CORR-          -5.33  (seconds)                    DEFLEC99
 QM0701  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 QM0701
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0701
 QM0701.The geoid height was determined by GEOID03.
 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     -   0.99993194  x   0.99994523  =   0.99987717
 QM0701!UTM  16      -   0.99993194  x   0.99998067  =   0.99991261
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0701.See file dsdata.txt to determine how the superseded data were derived.
 QM0701
 QM0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ2405290800(NAD 83)
 QM0701_MARKER: DS = TRIANGULATION STATION DISK
 QM0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 QM0700 ***********************************************************************
 QM0700  DESIGNATION -  ANIWA 2 RM 3
 QM0700  PID         -  QM0700
 QM0700  STATE/COUNTY-  WI/MARATHON
 QM0700  USGS QUAD   -  ANIWA (1973)
 QM0700
 QM0700                         *CURRENT SURVEY CONTROL
 QM0700  ___________________________________________________________________
 QM0700* NAD 83(1991)-  45 02 56.07430(N)    089 14 04.97079(W)     ADJUSTED  
 QM0700* NAVD 88     -       469.     (meters)    1539.     (feet)  SCALED    
 QM0700  ___________________________________________________________________
 QM0700  LAPLACE CORR-          -5.33  (seconds)                    DEFLEC99
 QM0700  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 QM0700
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0700
 QM0700.The geoid height was determined by GEOID03.
 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     -   0.99993194  x   0.99994524  =   0.99987718
 QM0700!UTM  16      -   0.99993194  x   0.99998081  =   0.99991275
 QM0700
 QM0700:                Primary Azimuth Mark                     Grid Az
 QM0700:SPC WI C     -  ANTIGO RAD STA KSD 417 MAST              026 00 21.9
 QM0700:UTM  16      -  ANTIGO RAD STA KSD 417 MAST              028 07 40.8
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0700.See file dsdata.txt to determine how the superseded data were derived.
 QM0700
 QM0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ2402090813(NAD 83)
 QM0700_MARKER: DS = TRIANGULATION STATION DISK
 QM0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 PN1298 ***********************************************************************
 PN1298  DESIGNATION -  ANK
 PN1298  PID         -  PN1298
 PN1298  STATE/COUNTY-  WI/PORTAGE
 PN1298  USGS QUAD   -  ROCKY RUN (1991)
 PN1298
 PN1298                         *CURRENT SURVEY CONTROL
 PN1298  ___________________________________________________________________
 PN1298* NAD 83(1991)-  44 33 23.39993(N)    089 39 10.19780(W)     ADJUSTED  
 PN1298* NAVD 88     -       341.2    (meters)    1119.     (feet)  VERTCON   
 PN1298  ___________________________________________________________________
 PN1298  LAPLACE CORR-          -6.04  (seconds)                    DEFLEC99
 PN1298  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 PN1298
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1298
 PN1298.The geoid height was determined by GEOID03.
 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     -   0.99995209  x   0.99995618  =   0.99990827
 PN1298!UTM  16      -   0.99995209  x   1.00014593  =   1.00009802
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1298.See file dsdata.txt to determine how the superseded data were derived.
 PN1298
 PN1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ8930837109(NAD 83)
 PN1298_MARKER: DE = TRAVERSE STATION DISK
 PN1298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1298_SP_SET: 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 = OCTOBER  7, 2006
 OM0654 ***********************************************************************
 OM0654  DESIGNATION -  ANNA
 OM0654  PID         -  OM0654
 OM0654  STATE/COUNTY-  WI/SHEBOYGAN
 OM0654  USGS QUAD   -  KIEL (1992)
 OM0654
 OM0654                         *CURRENT SURVEY CONTROL
 OM0654  ___________________________________________________________________
 OM0654* NAD 83(1991)-  43 53 10.14783(N)    088 06 12.15725(W)     ADJUSTED  
 OM0654* NAVD 88     -       320.     (meters)    1050.     (feet)  SCALED    
 OM0654  ___________________________________________________________________
 OM0654  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 OM0654  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 OM0654
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0654
 OM0654.The geoid height was determined by GEOID03.
 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     -   0.99995543  x   0.99996833  =   0.99992376
 OM0654!UTM  16      -   0.99995543  x   0.99969662  =   0.99965207
 OM0654
 OM0654:                Primary Azimuth Mark                     Grid Az
 OM0654:SPC WI S     -  NEW HOLSTEIN MUNICIPAL TANK              004 59 59.0
 OM0654:UTM  16      -  NEW HOLSTEIN MUNICIPAL TANK              007 04 04.2
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0654.See file dsdata.txt to determine how the superseded data were derived.
 OM0654
 OM0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1136959820(NAD 83)
 OM0654_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0654
 OM0654  HISTORY     - Date     Condition        Report By
 OM0654  HISTORY     - 1953     MONUMENTED       CGS
 OM0654  HISTORY     - 1972     SEE DESCRIPTION  NGS
 OM0654  HISTORY     - 1973     SEE DESCRIPTION  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.
 OM0654'IT IS 220 FEET WEST OF THE NORTHEAST CORNER OF A BARN, 3
 OM0654'FEET WEST OF A WHITE WITNESS POST AND IN THE FENCE LINE.
 OM0654'THE MARK IS FLUSH AND THE DISK IS STAMPED ANNA 1953.
 OM0654'
 OM0654'REFERENCE MARK NO. 1 IS 135 FEET WEST OF THE NORTHEAST CORNER
 OM0654'OF A BARN, 10 FEET SOUTH OF THE CENTER OF A FARM LANE AND 1 FOOT
 OM0654'SOUTH OF A FENCE LINE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK
 OM0654'IS STAMPED ANNA NO 1 1953.
 OM0654'
 OM0654'REFERENCE MARK NO. 2 IS 85 FEET WEST OF A WHITE WITNESS POST,
 OM0654'10 FEET SOUTH OF THE CENTER OF A FARM LANE AND IN THE FENCE
 OM0654'LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED ANNA NO 2
 OM0654'1953.
 OM0654'
 OM0654'AZIMUTH MARK IS 45 FEET NORTH OF A GRAVEL ENTRANCE DRIVE,
 OM0654'28 FEET EAST OF THE CENTER OF A GRAVEL ROAD, AND 3 FEET NORTH
 OM0654'OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND
 OM0654'THE DISK IS STAMPED ANNA 1953.
 OM0654'
 OM0654'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 149
 OM0654'AND 57 IN KIEL, GO WEST ON HIGHWAY 149 FOR 2.2 MILES TO THE
 OM0654'JUNCTION OF COUNTY HIGHWAY J, CONTINUE WEST ON HIGHWAY 149
 OM0654'FOR 1.0 MILE TO A T ROAD LEFT, TURN LEFT AND GO SOUTH AND GO
 OM0654'1.0 MILE TO A JOG CROSS ROAD, CONTINUE SOUTH FOR 0.4 MILE TO
 OM0654'A GRAVEL ENTRANCE DRIVE (*) TURN RIGHT AND GO WEST ALONG FENCE
 OM0654'LINE FOR 0.15 MILES TO THE STATION AS DESCRIBED.
 OM0654'
 OM0654'(*) TO REACH THE AZIMUTH MARK CONTINUE SOUTH FOR 0.3 MILE TO
 OM0654'AZIMUTH 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
 OM0654'FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND UPROOTED
 OM0654'AND THE DISK WAS SALVAGED.  THE STATION MARK AND REFERENCE
 OM0654'MARK 1 WERE IN THE EDGE OF A CULTIVATED FIELD AND REFERENCE
 OM0654'MARK 1 WAS DESTROYED.  THE STATION MARK WAS LOWERED AT THE
 OM0654'REQUEST OF THE PROPERTY OWNER.  REFERENCE MARKS 3 AND 4 WERE
 OM0654'SET.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 1 CHECKED.
 OM0654'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,
 OM0654'ON THE PROPERTY OF MR. MATH WINKEL JR., AT THE NORTH EDGE OF
 OM0654'A CULTIVATED FIELD, 27 FEET SOUTHEAST OF A METAL WITNESS
 OM0654'POST, 22 FEET SOUTHWEST OF A METAL WITNESS POST, 217 FEET WEST
 OM0654'OF THE NORTHWEST CORNER OF A BARN, 20 FEET SOUTH OF A FENCE AND
 OM0654'11 FEET SOUTH OF THE CENTERLINE OF A FARM LANE.  THE MONUMENT
 OM0654'IS 18 INCHES UNDERGROUND AND THE DISK IS STAMPED ANNA 1953
 OM0654'1972.  (NOTE 1C 7A)
 OM0654'
 OM0654'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 OM0654'149 AND 57 AT KIEL, GO WEST ON HIGHWAY 149 FOR 2.2 MILES
 OM0654'TO THE JUNCTION OF COUNTY ROAD J.  CONTINUE WEST ON HIGHWAY
 OM0654'149 FOR 1.0 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH
 OM0654'ON THE PAVED ROAD FOR 1.0 MILE TO A JOG CROSSROAD.  CONTINUE
 OM0654'SOUTH ON PAVED ROAD FOR 0.4 MILE TO A BARN ON THE RIGHT AND
 OM0654'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,
 OM0654'1 FOOT SOUTH OF A FENCE, 9 FEET NORTH OF THE CENTERLINE OF THE
 OM0654'LANE AND 201 FEET WEST OF THE NORTHWEST CORNER OF THE BARN.
 OM0654'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED ANNA 1953 NO
 OM0654'3 1972.
 OM0654'
 OM0654'REFERENCE MARK 4 IS 1 FOOT SOUTH OF THE FENCE, 9 FEET NORTH
 OM0654'OF THE CENTERLINE OF THE LANE, 1 FOOT SOUTHEAST OF A METAL
 OM0654'WITNESS POST AND 232 FEET WEST OF THE NORTHWEST CORNER OF THE BARN.
 OM0654'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED ANNA 1953 NO 4
 OM0654'1972.
 OM0654'
 OM0654'THE AZIMUTH MARK IS 1 FOOT NORTH OF A METAL WITNESS POST, 45
 OM0654'FEET NORTH OF THE CENTERLINE OF A DRIVEWAY (ERV MYTKO), 28 FEET
 OM0654'EAST OF THE CENTERLINE OF THE ROAD AND 1 FOOT WEST OF THE WEST
 OM0654'WALL OF A BARN.  THE MONUMENT PROJECTS 4 INCHES AND THE
 OM0654'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
 OM0654'MILES 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 = OCTOBER  7, 2006
 PO0517 ***********************************************************************
 PO0517  DESIGNATION -  ANNA
 PO0517  PID         -  PO0517
 PO0517  STATE/COUNTY-  WI/WOOD
 PO0517  USGS QUAD   -  ARPIN (1979)
 PO0517
 PO0517                         *CURRENT SURVEY CONTROL
 PO0517  ___________________________________________________________________
 PO0517* NAD 83(1991)-  44 31 07.08587(N)    090 00 42.33046(W)     ADJUSTED  
 PO0517* NAVD 88     -       354.     (meters)    1161.     (feet)  SCALED    
 PO0517  ___________________________________________________________________
 PO0517  LAPLACE CORR-          -7.17  (seconds)                    DEFLEC99
 PO0517  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 PO0517
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0517
 PO0517.The geoid height was determined by GEOID03.
 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     -   0.99994993  x   0.99996007  =   0.99991000
 PO0517!UTM  15      -   0.99994993  x   1.00029363  =   1.00024354
 PO0517!UTM  16      -   0.99994993  x   1.00030459  =   1.00025450
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0517.See file dsdata.txt to determine how the superseded data were derived.
 PO0517
 PO0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK3748533823(NAD 83)
 PO0517_MARKER: DS = TRIANGULATION STATION DISK
 PO0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 PN0863 ***********************************************************************
 PN0863  DESIGNATION -  ANNA 1926
 PN0863  PID         -  PN0863
 PN0863  STATE/COUNTY-  WI/BROWN
 PN0863  USGS QUAD   -  GREEN BAY WEST (1992)
 PN0863
 PN0863                         *CURRENT SURVEY CONTROL
 PN0863  ___________________________________________________________________
 PN0863* NAD 83(1991)-  44 32 38.50114(N)    088 05 50.56357(W)     ADJUSTED  
 PN0863* NAVD 88     -       186.     (meters)     610.     (feet)  SCALED    
 PN0863  ___________________________________________________________________
 PN0863  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 PN0863  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 PN0863
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0863
 PN0863.The geoid height was determined by GEOID03.
 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     -   0.99997652  x   0.99995742  =   0.99993394
 PN0863!UTM  16      -   0.99997652  x   0.99969345  =   0.99966998
 PN0863
 PN0863|---------------------------------------------------------------------|
 PN0863| PID    Reference Object                     Distance      Geod. Az  |
 PN0863|                                                           dddmmss.s |
 PN0863| PN0871 ADAM 1926                           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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0863.See file dsdata.txt to determine how the superseded data were derived.
 PN0863
 PN0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1282632885(NAD 83)
 PN0863_MARKER: Z = SEE DESCRIPTION
 PN0863_SETTING: 0 = UNSPECIFIED SETTING
 PN0863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PN0863
 PN0863  HISTORY     - Date     Condition        Report By
 PN0863  HISTORY     - 1926     MONUMENTED       CGS
 PN0863  HISTORY     - 1935     SEE DESCRIPTION  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 = OCTOBER  7, 2006
 DH5296 ***********************************************************************
 DH5296  DESIGNATION -  ANNATON GPS
 DH5296  PID         -  DH5296
 DH5296  STATE/COUNTY-  WI/GRANT
 DH5296  USGS QUAD   -  STITZER (1962)
 DH5296
 DH5296                         *CURRENT SURVEY CONTROL
 DH5296  ___________________________________________________________________
 DH5296* NAD 83(1997)-  42 53 52.04823(N)    090 34 16.51019(W)     ADJUSTED  
 DH5296* NAVD 88     -                                                        
 DH5296  ___________________________________________________________________
 DH5296  X           -     -46,658.762 (meters)                     COMP
 DH5296  Y           -  -4,679,646.917 (meters)                     COMP
 DH5296  Z           -   4,319,367.048 (meters)                     COMP
 DH5296  LAPLACE CORR-          -5.03  (seconds)                    DEFLEC99
 DH5296  ELLIP HEIGHT-         259.13  (meters)          (08/01/05) GPS OBS
 DH5296  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 DH5296
 DH5296  HORZ ORDER  -  FIRST
 DH5296  ELLP ORDER  -  SECOND    CLASS I
 DH5296
 DH5296.The horizontal coordinates were established by GPS observations
 DH5296.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5296
 DH5296
 DH5296.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5296
 DH5296.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5296
 DH5296.The ellipsoidal height was determined by GPS observations
 DH5296.and is referenced to NAD 83.
 DH5296
 DH5296.The geoid height was determined by GEOID03.
 DH5296
 DH5296;                    North         East     Units Scale Factor Converg.
 DH5296;SPC WI S     -    99,896.189   553,344.080   MT  0.99997091   -0 23 33.0
 DH5296;SPC WI S     -   327,742.75  1,815,429.70   sFT  0.99997091   -0 23 33.0
 DH5296;UTM  15      - 4,752,326.515   698,295.442   MT  1.00008376   +1 39 13.6
 DH5296
 DH5296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5296!SPC WI S     -   0.99995936  x   0.99997091  =   0.99993027
 DH5296!UTM  15      -   0.99995936  x   1.00008376  =   1.00004312
 DH5296
 DH5296                          SUPERSEDED SURVEY CONTROL
 DH5296
 DH5296.No superseded survey control is available for this station.
 DH5296
 DH5296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9829552327(NAD 83)
 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 - 2003
 DH5296
 DH5296  HISTORY     - Date     Condition        Report By
 DH5296  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0702 ***********************************************************************
 QM0702  DESIGNATION -  ANTIGO CHICAGO AND NW RY STK
 QM0702  PID         -  QM0702
 QM0702  STATE/COUNTY-  WI/LANGLADE
 QM0702  USGS QUAD   -  ANTIGO (1973)
 QM0702
 QM0702                         *CURRENT SURVEY CONTROL
 QM0702  ___________________________________________________________________
 QM0702* NAD 83(1991)-  45 08 44.87356(N)    089 09 28.94841(W)     ADJUSTED  
 QM0702* NAVD 88     -                                                        
 QM0702  ___________________________________________________________________
 QM0702  LAPLACE CORR-          -6.08  (seconds)                    DEFLEC99
 QM0702  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 QM0702
 QM0702  HORZ ORDER  -  THIRD
 QM0702
 QM0702.The horizontal coordinates were established by classical geodetic methods
 QM0702.and adjusted by the National Geodetic Survey in November 1991..
 QM0702
 QM0702
 QM0702.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0702
 QM0702.The geoid height was determined by GEOID03.
 QM0702
 QM0702;                    North         East     Units Scale Factor Converg.
 QM0702;SPC WI C     -   146,184.540   666,212.826   MT  0.99995176   +0 35 38.6
 QM0702;SPC WI C     -   479,607.11  2,185,733.25   sFT  0.99995176   +0 35 38.6
 QM0702;UTM  16      - 5,001,412.436   330,345.400   MT  0.99995392   -1 31 48.7
 QM0702
 QM0702                          SUPERSEDED SURVEY CONTROL
 QM0702
 QM0702  NAD 83(1986)-  45 08 44.87422(N)    089 09 28.95081(W) AD(       ) 4
 QM0702  NAD 27      -  45 08 44.99200(N)    089 09 28.54200(W) AD(       ) 3
 QM0702
 QM0702.Superseded values are not recommended for survey control.
 QM0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0702.See file dsdata.txt to determine how the superseded data were derived.
 QM0702
 QM0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR3034501412(NAD 83)
 QM0702_MARKER: 63 = STACK
 QM0702
 QM0702  HISTORY     - Date     Condition        Report By
 QM0702  HISTORY     - 1934     FIRST OBSERVED   CGS
 QM0702  HISTORY     - 20021202 MARK NOT FOUND   USPSQD
 QM0702  HISTORY     - 20040326 MARK NOT FOUND   USPSQD
 QM0702
 QM0702                          STATION DESCRIPTION
 QM0702
 QM0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QM0702'THIS STATION IS THE CENTER OF A TALL CONCRETE STACK AT THE
 QM0702'POWERHOUSE OF THE CHICAGO AND NORTH WESTERN RAILWAY IN ANTIGO.
 QM0702'IT IS ABOUT 125 FEET HIGH WITH A FLARING TOP.  THERE IS A
 QM0702'VERTICAL SET OF BARS IMMEDIATELY BELOW THE FLARE AND ANOTHER
 QM0702'SET ON THE FLARE.  IT IS LOCATED ADJACENT TO THE CHICAGO AND
 QM0702'NORTH WESTERN RAILWAY TRACKS, NEAR THE ROUNDHOUSE, BETWEEN
 QM0702'FIRST AND SECOND AVENUES ON THE WEST SIDE OF THE TRACKS.
 QM0702
 QM0702                          STATION RECOVERY (2002)
 QM0702
 QM0702'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 QM0702'NOT FOUND.  ALL EVIDENCE OF A RAILWAY SYSTEM IN THE AREA HAS BEEN
 QM0702'REMOVED AND IS NOW UNOCCUPIED GRASSY SPACE.
 QM0702
 QM0702                          STATION RECOVERY (2004)
 QM0702
 QM0702'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0702'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 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  USGS QUAD   -  BRYANT (1973)
 QM0769
 QM0769                         *CURRENT SURVEY CONTROL
 QM0769  ___________________________________________________________________
 QM0769* NAD 83(1997)-  45 09 23.85009(N)    089 06 15.39969(W)     ADJUSTED  
 QM0769* NAVD 88     -       464.69   (meters)    1524.6    (feet)  GPS OBS   
 QM0769  ___________________________________________________________________
 QM0769  X           -      70,434.060 (meters)                     COMP
 QM0769  Y           -  -4,505,018.565 (meters)                     COMP
 QM0769  Z           -   4,499,944.461 (meters)                     COMP
 QM0769  LAPLACE CORR-          -5.67  (seconds)                    DEFLEC99
 QM0769  ELLIP HEIGHT-         429.89  (meters)          (04/28/99) GPS OBS
 QM0769  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 QM0769
 QM0769  HORZ ORDER  -  A
 QM0769  ELLP ORDER  -  THIRD     CLASS I
 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 April 1999..
 QM0769
 QM0769.The orthometric height was determined by GPS observations and a
 QM0769.high-resolution geoid model.
 QM0769
 QM0769.GPS derived orthometric heights for airport stations designated as
 QM0769.PACS or SACS are published to 2 decimal places.  This maintains
 QM0769.centimeter relative accuracy between the PACS and SACS.  It does
 QM0769.not indicate centimeter accuracy relative to other marks which are
 QM0769.part of the NAVD 88 network.
 QM0769
 QM0769.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0769
 QM0769.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0769
 QM0769.The ellipsoidal height was determined by GPS observations
 QM0769.and is referenced to NAD 83.
 QM0769
 QM0769.The geoid height was determined by GEOID03.
 QM0769
 QM0769;                    North         East     Units Scale Factor Converg.
 QM0769;SPC WI C     -   147,432.882   670,427.428   MT  0.99995267   +0 37 55.2
 QM0769;SPC WI C     -   483,702.71  2,199,560.65   sFT  0.99995267   +0 37 55.2
 QM0769;UTM  16      - 5,002,503.686   334,603.349   MT  0.99993637   -1 29 32.5
 QM0769
 QM0769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0769!SPC WI C     -   0.99993260  x   0.99995267  =   0.99988528
 QM0769!UTM  16      -   0.99993260  x   0.99993637  =   0.99986898
 QM0769
 QM0769:                Primary Azimuth Mark                     Grid Az
 QM0769:SPC WI C     -  ANTIGO GPS AZ MK                         286 18 15.6
 QM0769:UTM  16      -  ANTIGO GPS AZ MK                         288 25 43.3
 QM0769
 QM0769|---------------------------------------------------------------------|
 QM0769| PID    Reference Object                     Distance      Geod. Az  |
 QM0769|                                                           dddmmss.s |
 QM0769| QM0776 ANTIGO GPS AZ MK                    APPROX. 0.7 KM 2865610.8 |
 QM0769|---------------------------------------------------------------------|
 QM0769
 QM0769                          SUPERSEDED SURVEY CONTROL
 QM0769
 QM0769  NAD 83(1991)-  45 09 23.84956(N)    089 06 15.39824(W) AD(       ) B
 QM0769  ELLIP H (06/11/91)  429.85   (m)                       GP(       ) 4 1
 QM0769  NGVD 29 (06/11/91)  464.5    (m)         1524.     (f) GPS OBS        
 QM0769
 QM0769.Superseded values are not recommended for survey control.
 QM0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0769.See file dsdata.txt to determine how the superseded data were derived.
 QM0769
 QM0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR3460302504(NAD 83)
 QM0769_MARKER: DH = HORIZONTAL CONTROL DISK
 QM0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0769_SP_SET: CONCRETE POST
 QM0769_STAMPING: ANTIGO GPS 1989
 QM0769_MARK LOGO: NGS   
 QM0769_PROJECTION: FLUSH
 QM0769_MAGNETIC: N = NO MAGNETIC MATERIAL
 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 - September 06, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0776 ***********************************************************************
 QM0776  DESIGNATION -  ANTIGO GPS AZ MK
 QM0776  PID         -  QM0776
 QM0776  STATE/COUNTY-  WI/LANGLADE
 QM0776  USGS QUAD   -  BRYANT (1973)
 QM0776
 QM0776                         *CURRENT SURVEY CONTROL
 QM0776  ___________________________________________________________________
 QM0776* NAD 83(1991)-  45 09 30.21991(N)    089 06 44.96995(W)     ADJUSTED  
 QM0776* NAVD 88     -       461.2    (meters)    1513.     (feet)  VERTCON   
 QM0776  ___________________________________________________________________
 QM0776  X           -      69,786.020 (meters)                     COMP
 QM0776  Y           -  -4,504,886.798 (meters)                     COMP
 QM0776  Z           -   4,500,080.723 (meters)                     COMP
 QM0776  LAPLACE CORR-          -5.84  (seconds)                    DEFLEC99
 QM0776  ELLIP HEIGHT-         426.49  (meters)          (08/19/91) GPS OBS
 QM0776  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 QM0776
 QM0776  HORZ ORDER  -  FIRST
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 QM0776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QM0776
 QM0776.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0776
 QM0776.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0776
 QM0776.The ellipsoidal height was determined by GPS observations
 QM0776.and is referenced to NAD 83.
 QM0776
 QM0776.The geoid height was determined by GEOID03.
 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 15.6
 QM0776:UTM  16      -  ANTIGO GPS                               108 25 43.5
 QM0776
 QM0776|---------------------------------------------------------------------|
 QM0776| PID    Reference Object                     Distance      Geod. Az  |
 QM0776|                                                           dddmmss.s |
 QM0776| QM0769 ANTIGO GPS                          APPROX. 0.7 KM 1065549.9 |
 QM0776|---------------------------------------------------------------------|
 QM0776
 QM0776                          SUPERSEDED SURVEY CONTROL
 QM0776
 QM0776  NGVD 29 (08/19/91)  461.1    (m)         1513.     (f) GPS OBS        
 QM0776
 QM0776.Superseded values are not recommended for survey control.
 QM0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0776.See file dsdata.txt to determine how the superseded data were derived.
 QM0776
 QM0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR3396302717(NAD 83)
 QM0776_MARKER: DZ = AZIMUTH MARK DISK
 QM0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0776_SP_SET: CONCRETE POST
 QM0776_STAMPING: ANTIGO GPS 1989
 QM0776_MARK LOGO: NGS   
 QM0776_MAGNETIC: N = NO MAGNETIC MATERIAL
 QM0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0776+STABILITY: SURFACE MOTION
 QM0776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QM0776+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2005
 QM0776
 QM0776  HISTORY     - Date     Condition        Report By
 QM0776  HISTORY     - 1989     MONUMENTED       WIDT
 QM0776  HISTORY     - 19900814 GOOD
 QM0776  HISTORY     - 20050906 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0703 ***********************************************************************
 QM0703  DESIGNATION -  ANTIGO LANGLADE CO CTHSE DOME
 QM0703  PID         -  QM0703
 QM0703  STATE/COUNTY-  WI/LANGLADE
 QM0703  USGS QUAD   -  ANTIGO (1973)
 QM0703
 QM0703                         *CURRENT SURVEY CONTROL
 QM0703  ___________________________________________________________________
 QM0703* NAD 83(1991)-  45 08 38.58115(N)    089 09 18.49226(W)     ADJUSTED  
 QM0703* NAVD 88     -                                                        
 QM0703  ___________________________________________________________________
 QM0703  LAPLACE CORR-          -6.02  (seconds)                    DEFLEC99
 QM0703  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 QM0703
 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
 QM0703.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0703
 QM0703.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 QM0703
 QM0703  NAD 83(1986)-  45 08 38.58105(N)    089 09 18.49496(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0703.See file dsdata.txt to determine how the superseded data were derived.
 QM0703
 QM0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR3056901212(NAD 83)
 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 = OCTOBER  7, 2006
 QM0704 ***********************************************************************
 QM0704  DESIGNATION -  ANTIGO MUNICIPAL TANK
 QM0704  PID         -  QM0704
 QM0704  STATE/COUNTY-  WI/LANGLADE
 QM0704  USGS QUAD   -  ANTIGO (1973)
 QM0704
 QM0704                         *CURRENT SURVEY CONTROL
 QM0704  ___________________________________________________________________
 QM0704* NAD 83(1991)-  45 08 48.37776(N)    089 08 57.65013(W)     ADJUSTED  
 QM0704* NAVD 88     -                                                        
 QM0704  ___________________________________________________________________
 QM0704  LAPLACE CORR-          -5.98  (seconds)                    DEFLEC99
 QM0704  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 QM0704
 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
 QM0704.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0704
 QM0704.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 QM0704
 QM0704  NAD 83(1986)-  45 08 48.37780(N)    089 08 57.65243(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0704.See file dsdata.txt to determine how the superseded data were derived.
 QM0704
 QM0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR3103201502(NAD 83)
 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 = OCTOBER  7, 2006
 QM0298 ***********************************************************************
 QM0298  DESIGNATION -  ANTIGO NORTH BASE
 QM0298  PID         -  QM0298
 QM0298  STATE/COUNTY-  WI/LANGLADE
 QM0298  USGS QUAD   -  ANTIGO (1973)
 QM0298
 QM0298                         *CURRENT SURVEY CONTROL
 QM0298  ___________________________________________________________________
 QM0298* NAD 83(1991)-  45 14 28.58682(N)    089 09 21.20047(W)     ADJUSTED  
 QM0298* NAVD 88     -       469.447  (meters)    1540.18   (feet)  ADJUSTED  
 QM0298  ___________________________________________________________________
 QM0298  LAPLACE CORR-          -6.76  (seconds)                    DEFLEC99
 QM0298  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 QM0298  DYNAMIC HT  -         469.385 (meters)    1539.97  (feet)  COMP
 QM0298  MODELED GRAV-     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
 QM0298.and adjusted by the National Geodetic Survey in June 1991..
 QM0298
 QM0298.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0298
 QM0298.The geoid height was determined by GEOID03.
 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;                    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     -   0.99993177  x   0.99996098  =   0.99989275
 QM0298!UTM  16      -   0.99993177  x   0.99995202  =   0.99988379
 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| CJ8013 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0298.See file dsdata.txt to determine how the superseded data were derived.
 QM0298
 QM0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR3079812014(NAD 83)
 QM0298_MARKER: DS = TRIANGULATION STATION DISK
 QM0298_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QM0298_SP_SET: IN CONCRETE
 QM0298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0298
 QM0298  HISTORY     - Date     Condition        Report By
 QM0298  HISTORY     - 1934     MONUMENTED       CGS
 QM0298  HISTORY     - 1934     GOOD             CGS
 QM0298  HISTORY     - 1934     GOOD             NGS
 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 NATIONAL 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 = OCTOBER  7, 2006
 QM0299 ***********************************************************************
 QM0299  DESIGNATION -  ANTIGO NORTH BASE 2
 QM0299  PID         -  QM0299
 QM0299  STATE/COUNTY-  WI/LANGLADE
 QM0299  USGS QUAD   -  ANTIGO (1973)
 QM0299
 QM0299                         *CURRENT SURVEY CONTROL
 QM0299  ___________________________________________________________________
 QM0299* NAD 83(1986)-  45 14 30.     (N)    089 09 20.     (W)     SCALED    
 QM0299* NAVD 88     -       469.324  (meters)    1539.77   (feet)  ADJUSTED  
 QM0299  ___________________________________________________________________
 QM0299  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 QM0299  DYNAMIC HT  -         469.262 (meters)    1539.57  (feet)  COMP
 QM0299  MODELED GRAV-     980,469.9   (mgal)                       NAVD 88
 QM0299
 QM0299  VERT ORDER  -  SECOND    CLASS 0
 QM0299
 QM0299.The horizontal coordinates were scaled from a topographic map and have
 QM0299.an estimated accuracy of +/- 6 seconds.
 QM0299
 QM0299.The orthometric height was determined by differential leveling
 QM0299.and adjusted by the National Geodetic Survey in June 1991..
 QM0299
 QM0299.The geoid height was determined by GEOID03.
 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     -   156,840.      666,300.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0299.See file dsdata.txt to determine how the superseded data were derived.
 QM0299
 QM0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR308120(NAD 83)
 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     - UNK      MONUMENTED       CGS
 QM0299  HISTORY     - 1934     GOOD             NGS
 QM0299
 QM0299                          STATION DESCRIPTION
 QM0299
 QM0299'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 QM0705 ***********************************************************************
 QM0705  DESIGNATION -  ANTIGO RAD STA KSD 417 MAST
 QM0705  PID         -  QM0705
 QM0705  STATE/COUNTY-  WI/LANGLADE
 QM0705  USGS QUAD   -  ANTIGO (1973)
 QM0705
 QM0705                         *CURRENT SURVEY CONTROL
 QM0705  ___________________________________________________________________
 QM0705* NAD 83(1991)-  45 09 38.05777(N)    089 09 21.04692(W)     ADJUSTED  
 QM0705* NAVD 88     -                                                        
 QM0705  ___________________________________________________________________
 QM0705  LAPLACE CORR-          -6.17  (seconds)                    DEFLEC99
 QM0705  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 QM0705
 QM0705  HORZ ORDER  -  THIRD
 QM0705
 QM0705.The horizontal coordinates were established by classical geodetic methods
 QM0705.and adjusted by the National Geodetic Survey in November 1991..
 QM0705
 QM0705
 QM0705.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0705
 QM0705.The geoid height was determined by GEOID03.
 QM0705
 QM0705;                    North         East     Units Scale Factor Converg.
 QM0705;SPC WI C     -   147,828.002   666,368.360   MT  0.99995300   +0 35 44.2
 QM0705;SPC WI C     -   484,999.04  2,186,243.53   sFT  0.99995300   +0 35 44.2
 QM0705;UTM  16      - 5,003,049.005   330,561.751   MT  0.99995301   -1 31 44.6
 QM0705
 QM0705                          SUPERSEDED SURVEY CONTROL
 QM0705
 QM0705  NAD 83(1986)-  45 09 38.05797(N)    089 09 21.04919(W) AD(       ) 4
 QM0705  NAD 27      -  45 09 38.17700(N)    089 09 20.64200(W) AD(       ) 3
 QM0705
 QM0705.Superseded values are not recommended for survey control.
 QM0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0705.See file dsdata.txt to determine how the superseded data were derived.
 QM0705
 QM0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR3056203049(NAD 83)
 QM0705_MARKER: 42 = RADIO/TV MAST
 QM0705
 QM0705  HISTORY     - Date     Condition        Report By
 QM0705  HISTORY     - 1954     FIRST OBSERVED   CGS
 QM0705  HISTORY     - 20021202 MARK NOT FOUND   USPSQD
 QM0705  HISTORY     - 20040326 MARK NOT FOUND   USPSQD
 QM0705
 QM0705                          STATION DESCRIPTION
 QM0705
 QM0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QM0705'THE STATION IS LOCATED ABOUT 1.5 MILES NORTH OF ANTIGO.  IT
 QM0705'IS 269-1/2 FEET HIGH, PAINTED RED AND WHITE, OF STEEL CONSTRUCTION
 QM0705'AND IS A WINDCHARGER TYPE TOWER.  THE POINT INTERSECTED WAS THE
 QM0705'RED LIGHT ON TOP.
 QM0705'
 QM0705'TO REACH THE STATION FROM ANTIGO FROM THE MAIN INTERSECTION, GO
 QM0705'NORTH ON U.S. HIGHWAY 45 FOR 1.4 MILES TO A SIDE ROAD LEFT
 QM0705'JUST BEFORE COMING TO A SERVICE STATION, TURN LEFT ON ACKLEY
 QM0705'STREET AND GO WEST FOR 0.3 MILE TO N EDISON STREET, TURN RIGHT
 QM0705'AND GO NORTH FOR 0.05 MILE TO THE MAST.
 QM0705
 QM0705                          STATION RECOVERY (2002)
 QM0705
 QM0705'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 QM0705'NOT FOUND.  THERE ARE NO RADIO MASTS NORTH OF ANTIGO.  THREE RADIO
 QM0705'STATIONS ARE SHARING A RADIO MAST SOUTH OF ANTIGO.
 QM0705
 QM0705                          STATION RECOVERY (2004)
 QM0705
 QM0705'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0705'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0698 ***********************************************************************
 QM0698  DESIGNATION -  ANTIGO RAD STA WATK MAST
 QM0698  PID         -  QM0698
 QM0698  STATE/COUNTY-  WI/LANGLADE
 QM0698  USGS QUAD   -  ANIWA (1973)
 QM0698
 QM0698                         *CURRENT SURVEY CONTROL
 QM0698  ___________________________________________________________________
 QM0698* NAD 83(1991)-  45 06 22.44148(N)    089 09 09.18819(W)     ADJUSTED  
 QM0698* NAVD 88     -                                                        
 QM0698  ___________________________________________________________________
 QM0698  LAPLACE CORR-          -5.50  (seconds)                    DEFLEC99
 QM0698  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 QM0698
 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
 QM0698.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0698
 QM0698.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 QM0698
 QM0698  NAD 83(1986)-  45 06 22.44194(N)    089 09 09.19020(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0698.See file dsdata.txt to determine how the superseded data were derived.
 QM0698
 QM0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ3066097006(NAD 83)
 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 = OCTOBER  7, 2006
 QM0288 ***********************************************************************
 QM0288  DESIGNATION -  ANTIGO SOUTH BASE
 QM0288  PID         -  QM0288
 QM0288  STATE/COUNTY-  WI/LANGLADE
 QM0288  USGS QUAD   -  ANTIGO (1973)
 QM0288
 QM0288                         *CURRENT SURVEY CONTROL
 QM0288  ___________________________________________________________________
 QM0288* NAD 83(1991)-  45 08 53.08066(N)    089 09 23.12126(W)     ADJUSTED  
 QM0288* NAVD 88     -       456.230  (meters)    1496.81   (feet)  ADJUSTED  
 QM0288  ___________________________________________________________________
 QM0288  LAPLACE CORR-          -6.07  (seconds)                    DEFLEC99
 QM0288  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 QM0288  DYNAMIC HT  -         456.165 (meters)    1496.60  (feet)  COMP
 QM0288  MODELED GRAV-     980,461.5   (mgal)                       NAVD 88
 QM0288
 QM0288  HORZ ORDER  -  FIRST
 QM0288  VERT ORDER  -  SECOND    CLASS 0
 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
 QM0288.and adjusted by the National Geodetic Survey in June 1991..
 QM0288
 QM0288.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0288
 QM0288.The geoid height was determined by GEOID03.
 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;                    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     -   0.99993390  x   0.99995195  =   0.99988586
 QM0288!UTM  16      -   0.99993390  x   0.99995336  =   0.99988727
 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  NGVD 29 (??/??/92)  456.223  (m)         1496.79   (f) ADJ UNCH    2 0
 QM0288
 QM0288.Superseded values are not recommended for survey control.
 QM0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0288.See file dsdata.txt to determine how the superseded data were derived.
 QM0288
 QM0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR3047901662(NAD 83)
 QM0288_MARKER: DS = TRIANGULATION STATION DISK
 QM0288_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QM0288_SP_SET: IN CONCRETE
 QM0288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0288
 QM0288  HISTORY     - Date     Condition        Report By
 QM0288  HISTORY     - 1934     MONUMENTED       CGS
 QM0288  HISTORY     - 1934     GOOD             CGS
 QM0288  HISTORY     - 1934     GOOD             NGS
 QM0288  HISTORY     - 1952     GOOD             USGS
 QM0288  HISTORY     - 1981     GOOD             AME
 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0657 ***********************************************************************
 QM0657  DESIGNATION -  ANVIL
 QM0657  PID         -  QM0657
 QM0657  STATE/COUNTY-  WI/VILAS
 QM0657  USGS QUAD   -  ANVIL LAKE (1981)
 QM0657
 QM0657                         *CURRENT SURVEY CONTROL
 QM0657  ___________________________________________________________________
 QM0657* NAD 83(1991)-  45 58 07.71644(N)    089 03 05.23288(W)     ADJUSTED  
 QM0657* NAVD 88     -       562.     (meters)    1844.     (feet)  SCALED    
 QM0657  ___________________________________________________________________
 QM0657  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 QM0657  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 QM0657
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0657
 QM0657.The geoid height was determined by GEOID03.
 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  =   0.99986824
 QM0657!UTM  16      -   0.99991689  x   0.99991055  =   0.99982744
 QM0657
 QM0657|---------------------------------------------------------------------|
 QM0657| PID    Reference Object                     Distance      Geod. Az  |
 QM0657|                                                           dddmmss.s |
 QM0657| QM0658 NO 1092 WIGS 1940                    10.366 METERS 05618     |
 QM0657| CJ8018 ANVIL RM 1                           22.368 METERS 06310     |
 QM0657| QM0659 ANVIL LAKE LOOKOUT TOWER 1940         9.181 METERS 10638     |
 QM0657| CJ8017 ANVIL AZ MK                                        2032151.6 |
 QM0657| QM0742 MUSKELLUNGE LOT D USGS 1940         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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0657.See file dsdata.txt to determine how the superseded data were derived.
 QM0657
 QM0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR4106392628(NAD 83)
 QM0657_MARKER: DS = TRIANGULATION STATION DISK
 QM0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0657
 QM0657  HISTORY     - Date     Condition        Report By
 QM0657  HISTORY     - 1940     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0659 ***********************************************************************
 QM0659  DESIGNATION -  ANVIL LAKE LOOKOUT TOWER 1940
 QM0659  PID         -  QM0659
 QM0659  STATE/COUNTY-  WI/VILAS
 QM0659  USGS QUAD   -  ANVIL LAKE (1981)
 QM0659
 QM0659                         *CURRENT SURVEY CONTROL
 QM0659  ___________________________________________________________________
 QM0659* NAD 83(1991)-  45 58 07.63129(N)    089 03 04.82431(W)     ADJUSTED  
 QM0659* NAVD 88     -       562.     (meters)    1844.     (feet)  SCALED    
 QM0659  ___________________________________________________________________
 QM0659  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 QM0659  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 QM0659
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0659
 QM0659.The geoid height was determined by GEOID03.
 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  =   0.99986824
 QM0659!UTM  16      -   0.99991689  x   0.99991052  =   0.99982741
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0659.See file dsdata.txt to determine how the superseded data were derived.
 QM0659
 QM0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR4107292625(NAD 83)
 QM0659_MARKER: DS = TRIANGULATION STATION DISK
 QM0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0659_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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     MONUMENTED       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 = OCTOBER  7, 2006
 RL1133 ***********************************************************************
 RL1133  DESIGNATION -  AP 18
 RL1133  PID         -  RL1133
 RL1133  STATE/COUNTY-  WI/VILAS
 RL1133  USGS QUAD   -  WINCHESTER (1981)
 RL1133
 RL1133                         *CURRENT SURVEY CONTROL
 RL1133  ___________________________________________________________________
 RL1133* NAD 83(1986)-  46 13 48.     (N)    089 54 03.     (W)     SCALED    
 RL1133* NAVD 88     -       497.054  (meters)    1630.75   (feet)  ADJUSTED  
 RL1133  ___________________________________________________________________
 RL1133  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 RL1133  DYNAMIC HT  -         497.050 (meters)    1630.74  (feet)  COMP
 RL1133  MODELED GRAV-     980,592.4   (mgal)                       NAVD 88
 RL1133
 RL1133  VERT ORDER  -  SECOND    CLASS 0
 RL1133
 RL1133.The horizontal coordinates were scaled from a topographic map and have
 RL1133.an estimated accuracy of +/- 6 seconds.
 RL1133
 RL1133.The orthometric height was determined by differential leveling
 RL1133.and adjusted by the National Geodetic Survey in June 1991..
 RL1133
 RL1133.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1133.See file dsdata.txt to determine how the superseded data were derived.
 RL1133
 RL1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS763236(NAD 83)
 RL1133_MARKER: DD = SURVEY DISK
 RL1133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1133_STAMPING: AP 18 T 43 N R 5 E S 5 1937
 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       BLM
 RL1133  HISTORY     - 1948     GOOD             NGS
 RL1133  HISTORY     - 20050914 MARK NOT FOUND   WIDT
 RL1133
 RL1133                          STATION DESCRIPTION
 RL1133
 RL1133'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 NG0356 ***********************************************************************
 NG0356  DESIGNATION -  AP 1960 STA A
 NG0356  PID         -  NG0356
 NG0356  STATE/COUNTY-  WI/MILWAUKEE
 NG0356  USGS QUAD   -  GREENDALE (1976)
 NG0356
 NG0356                         *CURRENT SURVEY CONTROL
 NG0356  ___________________________________________________________________
 NG0356* NAD 83(1991)-  42 57 29.78715(N)    087 53 33.07816(W)     ADJUSTED  
 NG0356* NAVD 88     -       203.919  (meters)     669.02   (feet)  ADJUSTED  
 NG0356  ___________________________________________________________________
 NG0356  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 NG0356  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 NG0356  DYNAMIC HT  -         203.863 (meters)     668.84  (feet)  COMP
 NG0356  MODELED GRAV-     980,342.3   (mgal)                       NAVD 88
 NG0356
 NG0356  HORZ ORDER  -  THIRD
 NG0356  VERT ORDER  -  FIRST     CLASS 0
 NG0356
 NG0356.This mark is at General Mitchell Intl Airport (MKE)
 NG0356
 NG0356.The horizontal coordinates were established by classical geodetic methods
 NG0356.and adjusted by the National Geodetic Survey in October 1999..
 NG0356
 NG0356.The orthometric height was determined by differential leveling
 NG0356.and adjusted by the National Geodetic Survey in June 1991..
 NG0356
 NG0356.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0356
 NG0356.The geoid height was determined by GEOID03.
 NG0356
 NG0356.The dynamic height is computed by dividing the NAVD 88
 NG0356.geopotential number by the normal gravity value computed on the
 NG0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0356.degrees latitude (g = 980.6199 gals.).
 NG0356
 NG0356.The modeled gravity was interpolated from observed gravity values.
 NG0356
 NG0356;                    North         East     Units Scale Factor Converg.
 NG0356;SPC WI S     -   108,628.123   771,937.259   MT  0.99996225   +1 26 53.0
 NG0356;SPC WI S     -   356,390.77  2,532,597.49   sFT  0.99996225   +1 26 53.0
 NG0356;UTM  16      - 4,756,567.641   427,202.605   MT  0.99966519   -0 36 29.7
 NG0356
 NG0356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0356!SPC WI S     -   0.99997351  x   0.99996225  =   0.99993576
 NG0356!UTM  16      -   0.99997351  x   0.99966519  =   0.99963871
 NG0356
 NG0356                          SUPERSEDED SURVEY CONTROL
 NG0356
 NG0356  NAD 83(1991)-  42 57 29.78965(N)    087 53 33.07791(W) AD(       ) 3
 NG0356  NAD 83(1986)-  42 57 29.77740(N)    087 53 33.09136(W) AD(       ) 3
 NG0356  NAD 27      -  42 57 29.72000(N)    087 53 32.79400(W) AD(       ) 3
 NG0356  NGVD 29 (??/??/92)  204.00   (m)          669.3    (f) COMPUTED    1 0
 NG0356
 NG0356.Superseded values are not recommended for survey control.
 NG0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0356.See file dsdata.txt to determine how the superseded data were derived.
 NG0356
 NG0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2720356568(NAD 83)
 NG0356_MARKER: DT = TOPOGRAPHIC STATION DISK
 NG0356_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NG0356_SP_SET: RUNWAY
 NG0356_STAMPING: AP 1960 STA A
 NG0356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NG0356
 NG0356  HISTORY     - Date     Condition        Report By
 NG0356  HISTORY     - 1960     MONUMENTED       CGS
 NG0356  HISTORY     - 1972     GOOD             NGS
 NG0356  HISTORY     - 1976     GOOD             NGS
 NG0356  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 NG0356
 NG0356                          STATION DESCRIPTION
 NG0356
 NG0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CWM)
 NG0356'AT GENERAL MITCHELL FIELD ABOUT
 NG0356'4600 FT. NORTHEAST
 NG0356'OF THE CONTROL TOWER IN
 NG0356'THE NORTHEAST CORNER OF RUNWAY 1-19.
 NG0356'
 NG0356'THE MARK IS A STANDARD TOPOGRAPHIC DISK
 NG0356'STAMPED AP 1960
 NG0356'STA-A AND IS SET FLUSH IN
 NG0356'CONCRETE.
 NG0356
 NG0356                          STATION RECOVERY (1972)
 NG0356
 NG0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 NG0356'1.4 MI W FROM CUDAHY.
 NG0356'ABOUT 1.45 MILES WEST ALONG LAYTON AVENUE FROM THE CHICAGO
 NG0356'AND NORTH WESTERN RAILWAY STATION AT CUDAHY, AT GENERAL MITCHELL
 NG0356'FIELD AIRPORT, 113 FEET SOUTH OF THE CENTER LINE OF A PAVED SERVICE
 NG0356'ROAD, SET IN THE TOP OF THE NORTHEAST CORNER OF RUNWAY NO. 19R
 NG0356'(NORTH-SOUTH RUNWAY) 1 FOOT WEST OF THE EAST EDGE OF THE RUNWAY,
 NG0356'1 FOOT SOUTH OF THE SOUTH EDGE OF A BLAST PAD, 56.2 FEET WEST
 NG0356'OF AP 1965 STA A 2, AND FLUSH WITH THE RUNWAY.  SEC 28, T6N,
 NG0356'R22E
 NG0356
 NG0356                          STATION RECOVERY (1976)
 NG0356
 NG0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (AMS)
 NG0356'THE STATION WAS RECOVERED AS DESCRIBED IN QUAD 420874, STATION 1030
 NG0356'AND FOUND TO BE IN GOOD CONDITION.  THE STATION WILL PROBABLY BE
 NG0356'DESTROYED DURING CONSTRUCTION PLANNED IN THE NEAR FUTURE.
 NG0356'
 NG0356'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN MILWAUKEE.
 NG0356
 NG0356                          STATION RECOVERY (1991)
 NG0356
 NG0356'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCB)
 NG0356'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0357 ***********************************************************************
 NG0357  DESIGNATION -  AP 1965 STA A 2
 NG0357  PID         -  NG0357
 NG0357  STATE/COUNTY-  WI/MILWAUKEE
 NG0357  USGS QUAD   -  GREENDALE (1976)
 NG0357
 NG0357                         *CURRENT SURVEY CONTROL
 NG0357  ___________________________________________________________________
 NG0357* NAD 83(1986)-  42 57 29.     (N)    087 53 31.     (W)     SCALED    
 NG0357* NAVD 88     -       203.937  (meters)     669.08   (feet)  ADJUSTED  
 NG0357  ___________________________________________________________________
 NG0357  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 NG0357  DYNAMIC HT  -         203.881 (meters)     668.90  (feet)  COMP
 NG0357  MODELED GRAV-     980,342.3   (mgal)                       NAVD 88
 NG0357
 NG0357  VERT ORDER  -  FIRST     CLASS 0
 NG0357
 NG0357.This mark is at General Mitchell Intl Airport (MKE)
 NG0357
 NG0357.The horizontal coordinates were scaled from a topographic map and have
 NG0357.an estimated accuracy of +/- 6 seconds.
 NG0357
 NG0357.The orthometric height was determined by differential leveling
 NG0357.and adjusted by the National Geodetic Survey in June 1991..
 NG0357
 NG0357.The geoid height was determined by GEOID03.
 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     -   108,610.      771,990.      MT  (+/- 180 meters Scaled)
 NG0357
 NG0357                          SUPERSEDED SURVEY CONTROL
 NG0357
 NG0357  NGVD 29 (??/??/92)  204.02   (m)          669.4    (f) COMPUTED    1 0
 NG0357
 NG0357.Superseded values are not recommended for survey control.
 NG0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0357.See file dsdata.txt to determine how the superseded data were derived.
 NG0357
 NG0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN272565(NAD 83)
 NG0357_MARKER: DT = TOPOGRAPHIC STATION DISK
 NG0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NG0357_STAMPING: AP 1965 STA A 2
 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 = OCTOBER  7, 2006
 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  USGS QUAD   -  GREENVILLE (1992)
 AA4615
 AA4615                         *CURRENT SURVEY CONTROL
 AA4615  ___________________________________________________________________
 AA4615* NAD 83(1997)-  44 15 55.95675(N)    088 30 51.15181(W)     ADJUSTED  
 AA4615* NAVD 88     -       266.70   (+/-2cm)     875.0    (feet)  VERTCON   
 AA4615  ___________________________________________________________________
 AA4615  X           -     118,627.848 (meters)                     COMP
 AA4615  Y           -  -4,573,557.563 (meters)                     COMP
 AA4615  Z           -   4,429,429.578 (meters)                     COMP
 AA4615  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 AA4615  ELLIP HEIGHT-         230.41  (meters)          (05/03/99) GPS OBS
 AA4615  GEOID HEIGHT-         -36.32  (meters)                     GEOID03
 AA4615
 AA4615  HORZ ORDER  -  FIRST
 AA4615  VERT ORDER  -  THIRD ? (See Below)
 AA4615  ELLP ORDER  -  FOURTH    CLASS I
 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 May 1999..
 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 NAVD 88 network.
 AA4615.The vertical order pertains to the NGVD 29 superseded value.
 AA4615
 AA4615.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4615
 AA4615.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4615
 AA4615.The ellipsoidal height was determined by GPS observations
 AA4615.and is referenced to NAD 83.
 AA4615
 AA4615.The geoid height was determined by GEOID03.
 AA4615
 AA4615;                    North         East     Units Scale Factor Converg.
 AA4615;SPC WI C     -    49,111.800   718,629.902   MT  0.99999710   +1 02 54.0
 AA4615;SPC WI C     -   161,127.63  2,357,704.94   sFT  0.99999710   +1 02 54.0
 AA4615;UTM  16      - 4,902,481.688   379,142.029   MT  0.99977964   -1 03 25.3
 AA4615
 AA4615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4615!SPC WI C     -   0.99996387  x   0.99999710  =   0.99996097
 AA4615!UTM  16      -   0.99996387  x   0.99977964  =   0.99974352
 AA4615
 AA4615                          SUPERSEDED SURVEY CONTROL
 AA4615
 AA4615  NAD 83(1991)-  44 15 55.95588(N)    088 30 51.15055(W) AD(       ) 1
 AA4615  ELLIP H (09/30/94)  230.51   (m)                       GP(       ) 4 2
 AA4615  NGVD 29 (09/30/94)  266.73   (m)          875.1    (f) LEVELING    3  
 AA4615
 AA4615.Superseded values are not recommended for survey control.
 AA4615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4615.See file dsdata.txt to determine how the superseded data were derived.
 AA4615
 AA4615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ7914202482(NAD 83)
 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 = OCTOBER  7, 2006
 AA4635 ***********************************************************************
 AA4635  PACS        -  This is a Primary Airport Control Station.
 AA4635  DESIGNATION -  AP 1970 STA A CWA
 AA4635  PID         -  AA4635
 AA4635  STATE/COUNTY-  WI/MARATHON
 AA4635  USGS QUAD   -  MOSINEE (1982)
 AA4635
 AA4635                         *CURRENT SURVEY CONTROL
 AA4635  ___________________________________________________________________
 AA4635* NAD 83(1997)-  44 46 51.37378(N)    089 40 16.08442(W)     ADJUSTED  
 AA4635* NAVD 88     -       387.04   (+/-2cm)    1269.8    (feet)  VERTCON   
 AA4635  ___________________________________________________________________
 AA4635  X           -      26,029.906 (meters)                     COMP
 AA4635  Y           -  -4,534,947.192 (meters)                     COMP
 AA4635  Z           -   4,470,349.462 (meters)                     COMP
 AA4635  LAPLACE CORR-          -5.89  (seconds)                    DEFLEC99
 AA4635  ELLIP HEIGHT-         352.06  (meters)          (05/03/99) GPS OBS
 AA4635  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 AA4635
 AA4635  HORZ ORDER  -  FIRST
 AA4635  VERT ORDER  -  THIRD ? (See Below)
 AA4635  ELLP ORDER  -  FOURTH    CLASS II
 AA4635
 AA4635.This mark is at Central Wisconsin Airport (CWA)
 AA4635
 AA4635.The horizontal coordinates were established by GPS observations
 AA4635.and adjusted by the National Geodetic Survey in May 1999..
 AA4635.No horizontal observational check was made to the station.
 AA4635
 AA4635.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4635
 AA4635.GPS derived orthometric heights for airport stations designated as
 AA4635.PACS or SACS are published to 2 decimal places.  This maintains
 AA4635.centimeter relative accuracy between the PACS and SACS.  It does
 AA4635.not indicate centimeter accuracy relative to other marks which are
 AA4635.part of the NAVD 88 network.
 AA4635.The vertical order pertains to the NGVD 29 superseded value.
 AA4635
 AA4635.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4635
 AA4635.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4635
 AA4635.The ellipsoidal height was determined by GPS observations
 AA4635.and is referenced to NAD 83.
 AA4635
 AA4635.The geoid height was determined by GEOID03.
 AA4635
 AA4635;                    North         East     Units Scale Factor Converg.
 AA4635;SPC WI C     -   105,348.872   626,027.036   MT  0.99994208   +0 13 55.3
 AA4635;SPC WI C     -   345,632.09  2,053,890.37   sFT  0.99994208   +0 13 55.3
 AA4635;UTM  16      - 4,962,086.939   288,672.382   MT  1.00014920   -1 52 56.0
 AA4635
 AA4635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4635!SPC WI C     -   0.99994480  x   0.99994208  =   0.99988689
 AA4635!UTM  16      -   0.99994480  x   1.00014920  =   1.00009400
 AA4635
 AA4635                          SUPERSEDED SURVEY CONTROL
 AA4635
 AA4635  NAD 83(1991)-  44 46 51.37294(N)    089 40 16.08309(W) AD(       ) 1
 AA4635  ELLIP H (11/14/94)  352.08   (m)                       GP(       ) 4 2
 AA4635  NGVD 29 (11/14/94)  387.05   (m)         1269.8    (f) LEVELING    3  
 AA4635
 AA4635.Superseded values are not recommended for survey control.
 AA4635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4635.See file dsdata.txt to determine how the superseded data were derived.
 AA4635
 AA4635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ8867262087(NAD 83)
 AA4635_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA4635_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AA4635_STAMPING: AP 1970 STA A
 AA4635_MARK LOGO: CGS   
 AA4635_PROJECTION: FLUSH
 AA4635_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4635+STABILITY: SURFACE MOTION
 AA4635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4635+SATELLITE: SATELLITE OBSERVATIONS - November 10, 1997
 AA4635
 AA4635  HISTORY     - Date     Condition        Report By
 AA4635  HISTORY     - 1970     MONUMENTED       CGS
 AA4635  HISTORY     - 19910906 GOOD             NGS
 AA4635  HISTORY     - 19971110 GOOD             NGS
 AA4635
 AA4635                          STATION DESCRIPTION
 AA4635
 AA4635'DESCRIBED BY COAST AND GEODETIC SURVEY 1970 (JVT)
 AA4635'THE STATION IS LOCATED NEAR THE WEST END OF RUNWAY 8-26 AT CENTRAL
 AA4635'WISCONSIN AIRPORT IN MOSINEE, WI.
 AA4635' 
 AA4635'THE STATION IS LOCATED IN A GRASS AREA FORMED BY RUNWAY 8-26, TAXIWAYS
 AA4635'A, B, AND C.  THE STATION IS LOCATED 280.71 FT (85.56 M) NORTHEAST OF
 AA4635'THE OLD CENTERLINE END RUNWAY 8, 214.0 FT (65.2 M) EAST OF THE
 AA4635'CENTERLINE OF THE TAXIWAY, 50.0 FT (15.2 M) NORTH OF THE NORTH EDGE OF
 AA4635'RUNWAY 8-26, AND 42.9 FT (13.1 M) NORTHEAST OF RUNWAY LIGHT 5 (FIRST
 AA4635'RUNWAY LIGHT EAST OF THE TAXIWAY).
 AA4635' 
 AA4635'THE STATION IS A STANDARD CGS TOPOGRAPHIC STATION DISK SET IN A
 AA4635'CONCRTE MONUMENT FLUSH WITH THE GROUND.
 AA4635' 
 AA4635'TO OBTAIN ACCESS TO THE AIRPORT AND THE STATION CONTACT MR. JAMES
 AA4635'HANSFORD, AIRPORT MANNAGER, CENTRAL WISCONSIN AIRPORT, 823-1 STATE
 AA4635'ROAD 153, MOSINEE, WI. 54455, PHONE (715) 693-2147.
 AA4635' 
 AA4635'RECOVERED AND DESCRIBED BY RALPH A. HARRELL, CHIEF OF NOS PARTY.
 AA4635
 AA4635                          STATION RECOVERY (1991)
 AA4635
 AA4635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AA4635'THE STATION IS LOCATED ON THE NORTH SIDE OF RUNWAY 8 AT THE TAXIWAY
 AA4635'LEADING FROM THE WEST END OF THE TERMINAL RAMP.  IT IS 280.71 FT
 AA4635'(85.56 M) NE OF THE OLD C/L END RUNWAY 8, 214.0 FT (65.2 M) EAST OF
 AA4635'THE C/L OF THE TAXIWAY, 50 FT (15.2 M) NORTH OF THE NORTH EDGE OF THE
 AA4635'RUNWAY AND 42.9 FT (13.1 M) NE OF RUNWAY LIGHT NO 5 (THE 1ST ONE EAST
 AA4635'OF THE TAXIWAY).  IT IS A STANDARD TOPO DISK, STAMPED---AP 1970 STA A
 AA4635'CWA---, AND SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST FLUSH WITH
 AA4635'THE GROUND.
 AA4635
 AA4635                          STATION RECOVERY (1997)
 AA4635
 AA4635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AA4635'NOTE--THIS IS A SECONDARY AIRPORT CONTROL (SAC) STATION FOR THE
 AA4635'MOSINEE/CENTRAL WISCONSIN (CWA) AIRPORT.  THE STATION IS LOCATED NEAR
 AA4635'THE NORTHWEST END OF RUNWAY 8-26, NEAR THE SOUTHWEST CORNER OF A GRASS
 AA4635'AREA FORMED BY TAXIWAYS A, B, C, AND THE RUNWAY OF THE CENTRAL
 AA4635'WISCONSIN AIRPORT IN MOSINEE, WI.  OWNERSHIP--CENTRAL WISCONSIN
 AA4635'AIRPORT, 200 CWA DR., SUITE 201 MOSINEE, WI 54455-9675, JAMES
 AA4635'HANSFORD, AIRPORT MANAGER, PHONE 715-693-4614.  NOTE--24-HOURS ADVANCE
 AA4635'NOTICE REQUIRED TO OBTAIN ACCESS TO THE STATION .  TO REACH THE
 AA4635'STATION FROM THE JUNCTION OF U.S.  HIGHWAY 51 AND STATE HIGHWAY 153 IN
 AA4635'MOSINEE, GO 0.79 KM (0.50 MI) EAST ALONG STATE HIGHWAY 153 TO THE 2ND
 AA4635'AIRPORT ENTRANCE.  TURN RIGHT AND GO SOUTH FOR 0.18 KM (0.10 MI) TO
 AA4635'THE MANAGERS OFFICE FOR AN ESCORT.  THE STATION IS, 65.3 M (214.2 FT)
 AA4635'EAST OF THE CENTER LINE OF TAXIWAY A, 15.2 M (49.9 FT) NORTH-NORTHWEST
 AA4635'OF THE NORTH EDGE OF THE RUNWAY, 13.1 M (43.0 FT) NORTHEAST OF THE 1ST
 AA4635'RUNWAY LIGHT EAST OF THE TAXIWAY, 11.2 M (36.7 FT) NORTH-NORTHWEST OF
 AA4635'THE MOST EASTERLY TAXIWAY LIGHT, 10.2 M (33.5 FT) NORTHWEST OF THE
 AA4635'NORTHWEST CORNER OF THE TAXIWAY SIGN BASE, 0.5 M (1.6 FT) BELOW THE
 AA4635'LEVEL OF THE RUNWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND.
 AA4635'NOTE--24-HOUR NOTICE IS REQUIRED FOR ACCESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4636 ***********************************************************************
 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  USGS QUAD   -  MOSINEE (1982)
 AA4636
 AA4636                         *CURRENT SURVEY CONTROL
 AA4636  ___________________________________________________________________
 AA4636* NAD 83(1997)-  44 47 04.70523(N)    089 38 52.48407(W)     ADJUSTED  
 AA4636* NAVD 88     -       382.87   (+/-2cm)    1256.1    (feet)  VERTCON   
 AA4636  ___________________________________________________________________
 AA4636  X           -      27,866.145 (meters)                     COMP
 AA4636  Y           -  -4,534,643.341 (meters)                     COMP
 AA4636  Z           -   4,470,638.563 (meters)                     COMP
 AA4636  LAPLACE CORR-          -5.78  (seconds)                    DEFLEC99
 AA4636  ELLIP HEIGHT-         347.79  (meters)          (05/03/99) GPS OBS
 AA4636  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 AA4636
 AA4636  HORZ ORDER  -  B
 AA4636  VERT ORDER  -  THIRD ? (See Below)
 AA4636  ELLP ORDER  -  FOURTH    CLASS II
 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 May 1999..
 AA4636
 AA4636.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4636
 AA4636.GPS derived orthometric heights for airport stations designated as
 AA4636.PACS or SACS are published to 2 decimal places.  This maintains
 AA4636.centimeter relative accuracy between the PACS and SACS.  It does
 AA4636.not indicate centimeter accuracy relative to other marks which are
 AA4636.part of the NAVD 88 network.
 AA4636.The vertical order pertains to the NGVD 29 superseded value.
 AA4636
 AA4636.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4636
 AA4636.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4636
 AA4636.The ellipsoidal height was determined by GPS observations
 AA4636.and is referenced to NAD 83.
 AA4636
 AA4636.The geoid height was determined by GEOID03.
 AA4636
 AA4636;                    North         East     Units Scale Factor Converg.
 AA4636;SPC WI C     -   105,768.075   627,863.099   MT  0.99994198   +0 14 54.3
 AA4636;SPC WI C     -   347,007.43  2,059,914.18   sFT  0.99994198   +0 14 54.3
 AA4636;UTM  16      - 4,962,438.188   290,523.035   MT  1.00013962   -1 51 57.5
 AA4636
 AA4636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4636!SPC WI C     -   0.99994547  x   0.99994198  =   0.99988746
 AA4636!UTM  16      -   0.99994547  x   1.00013962  =   1.00008509
 AA4636
 AA4636                          SUPERSEDED SURVEY CONTROL
 AA4636
 AA4636  NAD 83(1991)-  44 47 04.70439(N)    089 38 52.48277(W) AD(       ) B
 AA4636  ELLIP H (11/14/94)  347.82   (m)                       GP(       ) 4 2
 AA4636  NGVD 29 (11/14/94)  382.88   (m)         1256.2    (f) LEVELING    3  
 AA4636
 AA4636.Superseded values are not recommended for survey control.
 AA4636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4636.See file dsdata.txt to determine how the superseded data were derived.
 AA4636
 AA4636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ9052362438(NAD 83)
 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_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 - 1970
 AA4636
 AA4636  HISTORY     - Date     Condition        Report By
 AA4636  HISTORY     - 1970     MONUMENTED       CGS
 AA4636  HISTORY     - 19910906 GOOD             NGS
 AA4636
 AA4636                          STATION DESCRIPTION
 AA4636
 AA4636'DESCRIBED BY COAST AND 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL1131 ***********************************************************************
 RL1131  DESIGNATION -  AP 6
 RL1131  PID         -  RL1131
 RL1131  STATE/COUNTY-  WI/VILAS
 RL1131  USGS QUAD   -  WINCHESTER (1981)
 RL1131
 RL1131                         *CURRENT SURVEY CONTROL
 RL1131  ___________________________________________________________________
 RL1131* NAD 83(1986)-  46 13 16.     (N)    089 53 49.     (W)     SCALED    
 RL1131* NAVD 88     -       510.475  (meters)    1674.78   (feet)  ADJUSTED  
 RL1131  ___________________________________________________________________
 RL1131  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 RL1131  DYNAMIC HT  -         510.472 (meters)    1674.77  (feet)  COMP
 RL1131  MODELED GRAV-     980,592.7   (mgal)                       NAVD 88
 RL1131
 RL1131  VERT ORDER  -  SECOND    CLASS 0
 RL1131
 RL1131.The horizontal coordinates were scaled from a topographic map and have
 RL1131.an estimated accuracy of +/- 6 seconds.
 RL1131
 RL1131.The orthometric height was determined by differential leveling
 RL1131.and adjusted by the National Geodetic Survey in June 1991..
 RL1131
 RL1131.The geoid height was determined by GEOID03.
 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     -   117,200.      607,950.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1131.See file dsdata.txt to determine how the superseded data were derived.
 RL1131
 RL1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS765226(NAD 83)
 RL1131_MARKER: DD = SURVEY DISK
 RL1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1131_STAMPING: AP T43N R5E S8 1936
 RL1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1131+STABILITY: SURFACE MOTION
 RL1131
 RL1131  HISTORY     - Date     Condition        Report By
 RL1131  HISTORY     - 1936     MONUMENTED       BLM
 RL1131  HISTORY     - 1948     GOOD             NGS
 RL1131  HISTORY     - 20050914 MARK NOT FOUND   WIDT
 RL1131
 RL1131                          STATION DESCRIPTION
 RL1131
 RL1131'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0276 ***********************************************************************
 PN0276  DESIGNATION -  AP STA A
 PN0276  PID         -  PN0276
 PN0276  STATE/COUNTY-  WI/OUTAGAMIE
 PN0276  USGS QUAD   -  GREENVILLE (1992)
 PN0276
 PN0276                         *CURRENT SURVEY CONTROL
 PN0276  ___________________________________________________________________
 PN0276* NAD 83(1986)-  44 15 17.     (N)    088 30 44.     (W)     SCALED    
 PN0276* NAVD 88     -       264.062  (meters)     866.34   (feet)  ADJUSTED  
 PN0276  ___________________________________________________________________
 PN0276  GEOID HEIGHT-         -36.32  (meters)                     GEOID03
 PN0276  DYNAMIC HT  -         264.018 (meters)     866.20  (feet)  COMP
 PN0276  MODELED GRAV-     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 topographic map and have
 PN0276.an estimated accuracy of +/- 6 seconds.
 PN0276
 PN0276.The orthometric height was determined by differential leveling
 PN0276.and adjusted by the National Geodetic Survey in June 1991..
 PN0276
 PN0276.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0276.See file dsdata.txt to determine how the superseded data were derived.
 PN0276
 PN0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ792012(NAD 83)
 PN0276_MARKER: DB = BENCH MARK DISK
 PN0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0276_STAMPING: AP 1965 STA A
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1969
 PN0276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0284 ***********************************************************************
 PN0284  DESIGNATION -  AP STA B
 PN0284  PID         -  PN0284
 PN0284  STATE/COUNTY-  WI/WAUPACA
 PN0284  USGS QUAD   -  BEAR CREEK (1992)
 PN0284
 PN0284                         *CURRENT SURVEY CONTROL
 PN0284  ___________________________________________________________________
 PN0284* NAD 83(1997)-  44 37 00.58867(N)    088 44 10.04843(W)     ADJUSTED  
 PN0284* NAVD 88     -       249.666  (meters)     819.11   (feet)  ADJUSTED  
 PN0284  ___________________________________________________________________
 PN0284  X           -     100,309.741 (meters)                     COMP
 PN0284  Y           -  -4,546,644.699 (meters)                     COMP
 PN0284  Z           -   4,457,288.563 (meters)                     COMP
 PN0284  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 PN0284  ELLIP HEIGHT-         213.36  (meters)          (04/28/99) GPS OBS
 PN0284  GEOID HEIGHT-         -36.28  (meters)                     GEOID03
 PN0284  DYNAMIC HT  -         249.629 (meters)     818.99  (feet)  COMP
 PN0284  MODELED GRAV-     980,464.4   (mgal)                       NAVD 88
 PN0284
 PN0284  HORZ ORDER  -  A
 PN0284  VERT ORDER  -  SECOND    CLASS 0
 PN0284  ELLP ORDER  -  THIRD     CLASS I
 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 April 1999..
 PN0284
 PN0284.The orthometric height was determined by differential leveling
 PN0284.and adjusted by the National Geodetic Survey in June 1991..
 PN0284
 PN0284.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PN0284
 PN0284.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0284
 PN0284.The ellipsoidal height was determined by GPS observations
 PN0284.and is referenced to NAD 83.
 PN0284
 PN0284.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PN0284;SPC WI C     -    87,841.225   700,305.550   MT  0.99995090   +0 53 30.3
 PN0284;SPC WI C     -   288,192.42  2,297,585.79   sFT  0.99995090   +0 53 30.3
 PN0284;UTM  16      - 4,941,852.492   362,257.591   MT  0.99983332   -1 13 10.5
 PN0284
 PN0284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0284!SPC WI C     -   0.99996655  x   0.99995090  =   0.99991745
 PN0284!UTM  16      -   0.99996655  x   0.99983332  =   0.99979987
 PN0284
 PN0284|---------------------------------------------------------------------|
 PN0284| PID    Reference Object                     Distance      Geod. Az  |
 PN0284|                                                           dddmmss.s |
 PN0284| PN1351 CLINTONVILLE GPS AZ MK              394.221 METERS 10749     |
 PN0284|---------------------------------------------------------------------|
 PN0284
 PN0284                          SUPERSEDED SURVEY CONTROL
 PN0284
 PN0284  NAD 83(1991)-  44 37 00.58773(N)    088 44 10.04717(W) AD(       ) 3
 PN0284  ELLIP H (08/19/91)  213.41   (m)                       GP(       ) 4 1
 PN0284  NAVD 88 (04/28/99)  249.67   (m)          819.1    (f) LEVELING    3  
 PN0284  NGVD 29 (??/??/92)  249.692  (m)          819.20   (f) ADJ UNCH    2 0
 PN0284
 PN0284.Superseded values are not recommended for survey control.
 PN0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0284.See file dsdata.txt to determine how the superseded data were derived.
 PN0284
 PN0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6225841852(NAD 83)
 PN0284_MARKER: DT = TOPOGRAPHIC STATION DISK
 PN0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0284_SP_SET: CONCRETE POST
 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 - April 18, 2002
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0343 ***********************************************************************
 NG0343  DESIGNATION -  AP STA B
 NG0343  PID         -  NG0343
 NG0343  STATE/COUNTY-  WI/MILWAUKEE
 NG0343  USGS QUAD   -  GREENDALE (1976)
 NG0343
 NG0343                         *CURRENT SURVEY CONTROL
 NG0343  ___________________________________________________________________
 NG0343* NAD 83(1991)-  42 55 52.62007(N)    087 53 49.69015(W)     ADJUSTED  
 NG0343* NAVD 88     -       213.589  (meters)     700.75   (feet)  ADJUSTED  
 NG0343  ___________________________________________________________________
 NG0343  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 NG0343  GEOID HEIGHT-         -34.96  (meters)                     GEOID03
 NG0343  DYNAMIC HT  -         213.531 (meters)     700.56  (feet)  COMP
 NG0343  MODELED GRAV-     980,340.3   (mgal)                       NAVD 88
 NG0343
 NG0343  HORZ ORDER  -  THIRD
 NG0343  VERT ORDER  -  FIRST     CLASS 0
 NG0343
 NG0343.This mark is at General Mitchell Intl Airport (MKE)
 NG0343
 NG0343.The horizontal coordinates were established by classical geodetic methods
 NG0343.and adjusted by the National Geodetic Survey in October 1999..
 NG0343
 NG0343.The orthometric height was determined by differential leveling
 NG0343.and adjusted by the National Geodetic Survey in June 1991..
 NG0343
 NG0343.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0343
 NG0343.The geoid height was determined by GEOID03.
 NG0343
 NG0343.The dynamic height is computed by dividing the NAVD 88
 NG0343.geopotential number by the normal gravity value computed on the
 NG0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0343.degrees latitude (g = 980.6199 gals.).
 NG0343
 NG0343.The modeled gravity was interpolated from observed gravity values.
 NG0343
 NG0343;                    North         East     Units Scale Factor Converg.
 NG0343;SPC WI S     -   105,621.221   771,636.477   MT  0.99996598   +1 26 41.6
 NG0343;SPC WI S     -   346,525.62  2,531,610.67   sFT  0.99996598   +1 26 41.6
 NG0343;UTM  16      - 4,753,574.361   426,794.255   MT  0.99966593   -0 36 39.9
 NG0343
 NG0343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0343!SPC WI S     -   0.99997199  x   0.99996598  =   0.99993797
 NG0343!UTM  16      -   0.99997199  x   0.99966593  =   0.99963793
 NG0343
 NG0343:                Primary Azimuth Mark                     Grid Az
 NG0343:SPC WI S     -  LAKE ST STEPHENS CATHOLIC CH             307 00 07.3
 NG0343:UTM  16      -  LAKE ST STEPHENS CATHOLIC CH             309 03 28.8
 NG0343
 NG0343|---------------------------------------------------------------------|
 NG0343| PID    Reference Object                     Distance      Geod. Az  |
 NG0343|                                                           dddmmss.s |
 NG0343| NG0698 LAKE ST STEPHENS CATHOLIC CH        APPROX. 1.1 KM 3082648.9 |
 NG0343| NG0700 LAKE MITCHELL FIELD APT BEACON      APPROX. 3.0 KM 3592004.7 |
 NG0343|---------------------------------------------------------------------|
 NG0343
 NG0343                          SUPERSEDED SURVEY CONTROL
 NG0343
 NG0343  NAD 83(1991)-  42 55 52.62137(N)    087 53 49.68996(W) AD(       ) 3
 NG0343  NAD 83(1986)-  42 55 52.60910(N)    087 53 49.70388(W) AD(       ) 3
 NG0343  NAD 27      -  42 55 52.55100(N)    087 53 49.40900(W) AD(       ) 3
 NG0343  NGVD 29 (??/??/92)  213.67   (m)          701.0    (f) COMPUTED    1 0
 NG0343
 NG0343.Superseded values are not recommended for survey control.
 NG0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0343.See file dsdata.txt to determine how the superseded data were derived.
 NG0343
 NG0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2679453574(NAD 83)
 NG0343_MARKER: DT = TOPOGRAPHIC STATION DISK
 NG0343_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NG0343_SP_SET: RUNWAY
 NG0343_STAMPING: AP 1960 STA B
 NG0343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NG0343
 NG0343  HISTORY     - Date     Condition        Report By
 NG0343  HISTORY     - 1960     MONUMENTED       CGS
 NG0343  HISTORY     - 1972     GOOD             NGS
 NG0343
 NG0343                          STATION DESCRIPTION
 NG0343
 NG0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CWM)
 NG0343'LOCATED AT RUNWAY END 1, ABOUT
 NG0343'6,200 FEET
 NG0343'SOUTHEAST OF THE CONTROL TOWER,
 NG0343'1.0 FOOT NORTH AND 0.8 FOOT
 NG0343'WEST OF THE
 NG0343'SOUTHEAST CORNER OF THE CONCRETE RUNWAY.
 NG0343'
 NG0343'IT IS A STANDARD TOPOGRAPHIC STATION
 NG0343'DISK, STAMPED AP
 NG0343'1960 STA. B, AND IS SET IN
 NG0343'A DRILL HOLE THAT IS FLUSH WITH THE
 NG0343'RUNWAY
 NG0343'SURFACE.
 NG0343
 NG0343                          STATION RECOVERY (1972)
 NG0343
 NG0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 NG0343'AT GENERAL MITCHELL AIRPORT.
 NG0343'AT GENERAL MITCHELL FIELD AIRPORT, ABOUT 1.1 MILES SOUTHWEST
 NG0343'OF AND ACROSS TWO RUNWAYS FROM THE ADMINISTRATION BUILDING AND
 NG0343'CONTROL TOWER, AT THE EXTREME SOUTH END AND AT THE SOUTHEAST
 NG0343'CORNER OF RUNWAY NO. 19 R, SET ON THE TOP OF THE SOUTHEAST
 NG0343'CORNER OF THE CONCRETE RUNWAY, 55 FEET WEST OF AP 1965 STA B2
 NG0343'DESCRIBED AND FLUSH WITH THE RUNWAY.  SEC 33, T6N, R22E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0342 ***********************************************************************
 NG0342  DESIGNATION -  AP STA B 2
 NG0342  PID         -  NG0342
 NG0342  STATE/COUNTY-  WI/MILWAUKEE
 NG0342  USGS QUAD   -  GREENDALE (1976)
 NG0342
 NG0342                         *CURRENT SURVEY CONTROL
 NG0342  ___________________________________________________________________
 NG0342* NAD 83(1986)-  42 55 52.     (N)    087 53 49.     (W)     SCALED    
 NG0342* NAVD 88     -       213.464  (meters)     700.34   (feet)  ADJUSTED  
 NG0342  ___________________________________________________________________
 NG0342  GEOID HEIGHT-         -34.96  (meters)                     GEOID03
 NG0342  DYNAMIC HT  -         213.405 (meters)     700.15  (feet)  COMP
 NG0342  MODELED GRAV-     980,340.3   (mgal)                       NAVD 88
 NG0342
 NG0342  VERT ORDER  -  FIRST     CLASS 0
 NG0342
 NG0342.This mark is at General Mitchell Intl Airport (MKE)
 NG0342
 NG0342.The horizontal coordinates were scaled from a topographic map and have
 NG0342.an estimated accuracy of +/- 6 seconds.
 NG0342
 NG0342.The orthometric height was determined by differential leveling
 NG0342.and adjusted by the National Geodetic Survey in June 1991..
 NG0342
 NG0342.The geoid height was determined by GEOID03.
 NG0342
 NG0342.The dynamic height is computed by dividing the NAVD 88
 NG0342.geopotential number by the normal gravity value computed on the
 NG0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0342.degrees latitude (g = 980.6199 gals.).
 NG0342
 NG0342.The modeled gravity was interpolated from observed gravity values.
 NG0342
 NG0342;                    North         East    Units  Estimated Accuracy
 NG0342;SPC WI S     -   105,600.      771,650.      MT  (+/- 180 meters Scaled)
 NG0342
 NG0342                          SUPERSEDED SURVEY CONTROL
 NG0342
 NG0342.No superseded survey control is available for this station.
 NG0342
 NG0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN268535(NAD 83)
 NG0342_MARKER: DT = TOPOGRAPHIC STATION DISK
 NG0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NG0342_STAMPING: AP 1965 STA B 2
 NG0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0342+STABILITY: SURFACE MOTION
 NG0342
 NG0342  HISTORY     - Date     Condition        Report By
 NG0342  HISTORY     - UNK      MONUMENTED       CGS
 NG0342  HISTORY     - 1972     GOOD             NGS
 NG0342
 NG0342                          STATION DESCRIPTION
 NG0342
 NG0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 NG0342'AT GENERAL MITCHELL FIELD.
 NG0342'AT GENERAL MITCHELL FIELD, ABOUT 1.1 MILES SOUTHWEST AND ACROSS
 NG0342'TWO RUNWAYS FROM THE ADMINISTRATION BUILDING AND CONTROL TOWER,
 NG0342'NEAR THE SOUTH END OF RUNWAY 19R, 55.0 FEET EAST OF THE SOUTHEAST
 NG0342'CORNER OF RUNWAY 19R, 7.6 FEET NORTHEAST OF THE MOST EASTERLY
 NG0342'ONE OF 4 THRESHOLD LIGHTS, SET IN THE TOP OF A CONCRETE POST
 NG0342'FLUSH WITH THE LEVEL OF THE GROUND.  NOTE-- MARK IS 55.0 FEET
 NG0342'EAST OF BENCH MARK AP 1960 STA B DESCRIBED.  SEC 33, T6N, R22E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 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  USGS QUAD   -  HOLMEN (1973)
 AA4641
 AA4641                         *CURRENT SURVEY CONTROL
 AA4641  ___________________________________________________________________
 AA4641* NAD 83(1997)-  43 53 35.79066(N)    091 15 33.79459(W)     ADJUSTED  
 AA4641* NAVD 88     -       197.79   (+/-2cm)     648.9    (feet)  VERTCON   
 AA4641  ___________________________________________________________________
 AA4641  X           -    -101,186.039 (meters)                     COMP
 AA4641  Y           -  -4,602,713.484 (meters)                     COMP
 AA4641  Z           -   4,399,668.942 (meters)                     COMP
 AA4641  LAPLACE CORR-          -7.41  (seconds)                    DEFLEC99
 AA4641  ELLIP HEIGHT-         166.10  (meters)          (05/03/99) GPS OBS
 AA4641  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 AA4641
 AA4641  HORZ ORDER  -  B
 AA4641  VERT ORDER  -  THIRD ? (See Below)
 AA4641  ELLP ORDER  -  FOURTH    CLASS I
 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 May 1999..
 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 NAVD 88 network.
 AA4641.The vertical order pertains to the NGVD 29 superseded value.
 AA4641
 AA4641.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4641
 AA4641.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4641
 AA4641.The ellipsoidal height was determined by GPS observations
 AA4641.and is referenced to NAD 83.
 AA4641
 AA4641.The geoid height was determined by GEOID03.
 AA4641
 AA4641;                    North         East     Units Scale Factor Converg.
 AA4641;SPC WI S     -   211,093.126   498,815.387   MT  0.99996939   -0 51 55.2
 AA4641;SPC WI S     -   692,561.36  1,636,530.15   sFT  0.99996939   -0 51 55.2
 AA4641;UTM  15      - 4,861,491.798   639,802.843   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  =   0.99981435
 AA4641
 AA4641                          SUPERSEDED SURVEY CONTROL
 AA4641
 AA4641  NAD 83(1991)-  43 53 35.79011(N)    091 15 33.79364(W) AD(       ) B
 AA4641  ELLIP H (09/30/94)  166.13   (m)                       GP(       ) 4 1
 AA4641  NGVD 29 (09/30/94)  197.81   (m)          649.0    (f) LEVELING    3  
 AA4641
 AA4641.Superseded values are not recommended for survey control.
 AA4641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4641.See file dsdata.txt to determine how the superseded data were derived.
 AA4641
 AA4641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3980361492(NAD 83)
 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 - July 31, 1997
 AA4641
 AA4641  HISTORY     - Date     Condition        Report By
 AA4641  HISTORY     - 1969     MONUMENTED       CGS
 AA4641  HISTORY     - 19970731 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1263 ***********************************************************************
 PN1263  DESIGNATION -  APACHE
 PN1263  PID         -  PN1263
 PN1263  STATE/COUNTY-  WI/ADAMS
 PN1263  USGS QUAD   -  ARKDALE NE (1984)
 PN1263
 PN1263                         *CURRENT SURVEY CONTROL
 PN1263  ___________________________________________________________________
 PN1263* NAD 83(1991)-  44 11 53.95844(N)    089 48 30.15719(W)     ADJUSTED  
 PN1263* NAVD 88     -       315.0    (meters)    1033.     (feet)  VERTCON   
 PN1263  ___________________________________________________________________
 PN1263  LAPLACE CORR-          -4.43  (seconds)                    DEFLEC99
 PN1263  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 PN1263
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1263
 PN1263.The geoid height was determined by GEOID03.
 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;SPC WI C     -    40,575.069   615,318.205   MT  1.00001017   +0 08 06.7
 PN1263;SPC WI C     -   133,120.04  2,018,756.48   sFT  1.00001017   +0 08 06.7
 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     -   0.99995616  x   1.00002941  =   0.99998557
 PN1263!SPC WI C     -   0.99995616  x   1.00001017  =   0.99996633
 PN1263!UTM  16      -   0.99995616  x   1.00021940  =   1.00017555
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1263.See file dsdata.txt to determine how the superseded data were derived.
 PN1263
 PN1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7559097736(NAD 83)
 PN1263_MARKER: DE = TRAVERSE STATION DISK
 PN1263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1263_SP_SET: 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 = OCTOBER  7, 2006
 ON1050 ***********************************************************************
 ON1050  DESIGNATION -  APEX
 ON1050  PID         -  ON1050
 ON1050  STATE/COUNTY-  WI/IOWA
 ON1050  USGS QUAD   -  HIGHLAND EAST (1983)
 ON1050
 ON1050                         *CURRENT SURVEY CONTROL
 ON1050  ___________________________________________________________________
 ON1050* NAD 83(1991)-  43 06 03.89847(N)    090 21 58.08547(W)     ADJUSTED  
 ON1050* NAVD 88     -       374.     (meters)    1227.     (feet)  SCALED    
 ON1050  ___________________________________________________________________
 ON1050  LAPLACE CORR-          -4.41  (seconds)                    DEFLEC99
 ON1050  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 ON1050
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1050
 ON1050.The geoid height was determined by GEOID03.
 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  =   0.99989283
 ON1050!UTM  15      -   0.99994663  x   1.00016517  =   1.00011179
 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 1444307.1 |
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1050.See file dsdata.txt to determine how the superseded data were derived.
 ON1050
 ON1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1433575407(NAD 83)
 ON1050_MARKER: DS = TRIANGULATION STATION DISK
 ON1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 PO0456 ***********************************************************************
 PO0456  DESIGNATION -  APPLE
 PO0456  PID         -  PO0456
 PO0456  STATE/COUNTY-  WI/MONROE
 PO0456  USGS QUAD   -  TUNNEL CITY (1983)
 PO0456
 PO0456                         *CURRENT SURVEY CONTROL
 PO0456  ___________________________________________________________________
 PO0456* NAD 83(1991)-  44 00 36.29052(N)    090 32 10.81564(W)     ADJUSTED  
 PO0456* NAVD 88     -       306.960  (meters)    1007.08   (feet)  ADJUSTED  
 PO0456  ___________________________________________________________________
 PO0456  LAPLACE CORR-          -6.40  (seconds)                    DEFLEC99
 PO0456  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 PO0456  DYNAMIC HT  -         306.896 (meters)    1006.87  (feet)  COMP
 PO0456  MODELED GRAV-     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
 PO0456.and adjusted by the National Geodetic Survey in June 1991..
 PO0456
 PO0456.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0456
 PO0456.The geoid height was determined by GEOID03.
 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;                    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     -   0.99995717  x   0.99998900  =   0.99994617
 PO0456!UTM  15      -   0.99995717  x   1.00007972  =   1.00003688
 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
 PO0456.Superseded values are not recommended for survey control.
 PO0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0456.See file dsdata.txt to determine how the superseded data were derived.
 PO0456
 PO0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9749175943(NAD 83)
 PO0456_MARKER: DE = TRAVERSE STATION DISK
 PO0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0456_SP_SET: CONCRETE POST
 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 = OCTOBER  7, 2006
 PN0637 ***********************************************************************
 PN0637  DESIGNATION -  APPLE
 PN0637  PID         -  PN0637
 PN0637  STATE/COUNTY-  WI/BROWN
 PN0637  USGS QUAD   -  WRIGHTSTOWN (1992)
 PN0637
 PN0637                         *CURRENT SURVEY CONTROL
 PN0637  ___________________________________________________________________
 PN0637* NAD 83(1986)-  44 21 07.     (N)    088 08 53.     (W)     SCALED    
 PN0637* NAVD 88     -       186.899  (meters)     613.18   (feet)  ADJUSTED  
 PN0637  ___________________________________________________________________
 PN0637  GEOID HEIGHT-         -36.18  (meters)                     GEOID03
 PN0637  DYNAMIC HT  -         186.872 (meters)     613.10  (feet)  COMP
 PN0637  MODELED GRAV-     980,468.8   (mgal)                       NAVD 88
 PN0637
 PN0637  VERT ORDER  -  FIRST     CLASS 0
 PN0637
 PN0637.The horizontal coordinates were scaled from a topographic map and have
 PN0637.an estimated accuracy of +/- 6 seconds.
 PN0637
 PN0637.The orthometric height was determined by differential leveling
 PN0637.and adjusted by the National Geodetic Survey in June 1991..
 PN0637
 PN0637.The geoid height was determined by GEOID03.
 PN0637
 PN0637.The dynamic height is computed by dividing the NAVD 88
 PN0637.geopotential number by the normal gravity value computed on the
 PN0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0637.degrees latitude (g = 980.6199 gals.).
 PN0637
 PN0637.The modeled gravity was interpolated from observed gravity values.
 PN0637
 PN0637;                    North         East    Units  Estimated Accuracy
 PN0637;SPC WI C     -    59,310.      747,640.      MT  (+/- 180 meters Scaled)
 PN0637
 PN0637                          SUPERSEDED SURVEY CONTROL
 PN0637
 PN0637.No superseded survey control is available for this station.
 PN0637
 PN0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ085116(NAD 83)
 PN0637_MARKER: DB = BENCH MARK DISK
 PN0637_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PN0637_SP_SET: BRIDGE ABUTMENT
 PN0637_STAMPING: APPLE 1962
 PN0637_MARK LOGO: USLS  
 PN0637_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN0637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0637_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0637+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 PN0637
 PN0637  HISTORY     - Date     Condition        Report By
 PN0637  HISTORY     - 1962     MONUMENTED       USLS
 PN0637  HISTORY     - 1974     GOOD             NOS
 PN0637  HISTORY     - 19940512 GOOD             WI-009
 PN0637  HISTORY     - 20010531 GOOD             WIDT
 PN0637  HISTORY     - 20020612 GOOD             JCLS
 PN0637  HISTORY     - 20030607 GOOD             USPSQD
 PN0637  HISTORY     - 20050725 GOOD             WIDT
 PN0637
 PN0637                          STATION DESCRIPTION
 PN0637
 PN0637'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0637'2.0 MI NE FROM WRIGHTSTOWN.
 PN0637'2.0 MILES NORTHEAST ALONG MAIN ST. FROM THE INTERSECTION OF BROADWAY
 PN0637'AND MAIN STS. IN WRIGHTSTOWN, ON THE WEST SIDE OF THE RIVER, SET IN
 PN0637'THE SOUTHEAST ABUTMENT OF BRIDGE OVER APPLE CREEK, 14 FT. EAST OF
 PN0637'CENTERLINE OF COUNTY HIGHWAY D, 0.75 FT. SOUTHEAST OF NORTHWEST FACE
 PN0637'AND 0.7 FT. SOUTHWEST OF NORTHEAST FACE OF ABUTMENT, AND 1/2 FT.
 PN0637'ABOVE ROAD SURFACE.
 PN0637
 PN0637                          STATION RECOVERY (1994)
 PN0637
 PN0637'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0637'RECOVERED AS DESCRIBED.
 PN0637
 PN0637                          STATION RECOVERY (2001)
 PN0637
 PN0637'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PN0637'THE STATION IS LOCATED ABOUT 21 KM SOUTH-SOUTHWEST OF GREEN BAY AND
 PN0637'21 KM NORTHEAST OF APPLETON. OWNERSHIP--BROWN COUNTY. TO REACH THE
 PN0637'STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH COUNTY HIGHWAY U
 PN0637'(EXIT 154) ABOUT 4 KM NORTHWEST OF THE VILLAGE OF WRIGHTSTOWN, GO
 PN0637'SOUTH ON COUNTY HIGHWAY U FOR 3.1 KM TO STATE HIGHWAY 96, TURN LEFT
 PN0637'AND GO EAST ON STATE HIGHWAY D FOR 3.2 KM TO A BRIDGE OVER APPLE
 PN0637'CREEK AND THE STATION ON THE LEFT. THE STATION IS A BRONZE US LAKE
 PN0637'SURVEY BENCH MARK DISK SET IN THE TOP OF A BRIDGE ABUTMENT AND ABOUT
 PN0637'0.4 METERS ABOVE ROAD PAVEMENT. THE STATION IS 4.4 METERS WEST OF THE
 PN0637'CENTERLINE OF COUNTY ROAD D, 28.0 METERS NORTH OF WOOD RIGHT OF WAY
 PN0637'POST, 15.4 METERS NORTHEAST OF ORANGE WARNING POST --UNDERGROUND GAS
 PN0637'PIPELINE--, 13.6 METERS SOUTH OF CENTERLINE OF APPLE CREEK AND 1.3
 PN0637'METERS NORTHEAST OF AN ORANGE FIBERGLASS WITNESS POST. ---NOTE---THIS
 PN0637'STATION HAS NO OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE
 PN0637'THE HORIZON.
 PN0637
 PN0637                          STATION RECOVERY (2002)
 PN0637
 PN0637'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 PN0637'RECOVERED IN GOOD CONDITION.
 PN0637
 PN0637                          STATION RECOVERY (2003)
 PN0637
 PN0637'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0637'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 0.4 MILE
 PN0637'SOUTH OF APPLE CREEK ROAD ON LOST DAUPHIN ROAD (CTH D).  TREES TO THE
 PN0637'EAST MAY OBSTRUCT SATELLITE OBSERVATIONS.
 PN0637
 PN0637                          STATION RECOVERY (2005)
 PN0637
 PN0637'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PN0637'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 4.4 M EAST (NOT
 PN0637'WEST) OF THE CENTERLINE OF COUNTY HIGHWAY D AND 1.3 M NORTHWEST (NOT
 PN0637'NORTHEAST) OF AN ORANGE FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0535 ***********************************************************************
 QN0535  DESIGNATION -  APPLE
 QN0535  PID         -  QN0535
 QN0535  STATE/COUNTY-  WI/RUSK
 QN0535  USGS QUAD   -  EXELAND SE (1972)
 QN0535
 QN0535                         *CURRENT SURVEY CONTROL
 QN0535  ___________________________________________________________________
 QN0535* NAD 83(1991)-  45 36 37.22155(N)    091 06 33.10202(W)     ADJUSTED  
 QN0535* NAVD 88     -       381.     (meters)    1250.     (feet)  SCALED    
 QN0535  ___________________________________________________________________
 QN0535  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 QN0535  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 QN0535
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0535
 QN0535.The geoid height was determined by GEOID03.
 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;SPC WI N     -    49,915.586   513,480.431   MT  0.99999236   -0 48 00.5
 QN0535;SPC WI N     -   163,764.72  1,684,643.71   sFT  0.99999236   -0 48 00.5
 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!SPC WI N     -   0.99994501  x   0.99999236  =   0.99993737
 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:SPC WI N     -  APPLE AZ MK                              091 26 15.3
 QN0535:UTM  15      -  APPLE AZ MK                              089 17 09.7
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0535.See file dsdata.txt to determine how the superseded data were derived.
 QN0535
 QN0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL4743352494(NAD 83)
 QN0535_MARKER: DS = TRIANGULATION STATION DISK
 QN0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 AC9069 ***********************************************************************
 AC9069  DESIGNATION -  APPLE RIVER W
 AC9069  PID         -  AC9069
 AC9069  STATE/COUNTY-  WI/POLK
 AC9069  USGS QUAD   -  BALSAM LAKE (1978)
 AC9069
 AC9069                         *CURRENT SURVEY CONTROL
 AC9069  ___________________________________________________________________
 AC9069* NAD 83(1997)-  45 25 03.77979(N)    092 24 17.77476(W)     ADJUSTED  
 AC9069* NAVD 88     -       350.1    (meters)    1149.     (feet)  GPS OBS   
 AC9069  ___________________________________________________________________
 AC9069  X           -    -188,193.051 (meters)                     COMP
 AC9069  Y           -  -4,480,920.899 (meters)                     COMP
 AC9069  Z           -   4,520,283.811 (meters)                     COMP
 AC9069  LAPLACE CORR-         -14.09  (seconds)                    DEFLEC99
 AC9069  ELLIP HEIGHT-         321.70  (meters)          (09/30/02) GPS OBS
 AC9069  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 AC9069
 AC9069  HORZ ORDER  -  FIRST
 AC9069  ELLP ORDER  -  SECOND    CLASS I
 AC9069
 AC9069.The horizontal coordinates were established by GPS observations
 AC9069.and adjusted by the National Geodetic Survey in September 2002..
 AC9069
 AC9069.The orthometric height was determined by GPS observations and a
 AC9069.high-resolution geoid model.
 AC9069
 AC9069.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9069
 AC9069.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9069
 AC9069.The ellipsoidal height was determined by GPS observations
 AC9069.and is referenced to NAD 83.
 AC9069
 AC9069.The geoid height was determined by GEOID03.
 AC9069
 AC9069;                    North         East     Units Scale Factor Converg.
 AC9069;SPC WI C     -   178,847.730   411,791.426   MT  0.99998537   -1 41 48.7
 AC9069;SPC WI C     -   586,769.59  1,351,019.04   sFT  0.99998537   -1 41 48.7
 AC9069;UTM  15      - 5,029,527.328   546,557.992   MT  0.99962665   +0 25 25.8
 AC9069
 AC9069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9069!SPC WI C     -   0.99994957  x   0.99998537  =   0.99993494
 AC9069!UTM  15      -   0.99994957  x   0.99962665  =   0.99957624
 AC9069
 AC9069                          SUPERSEDED SURVEY CONTROL
 AC9069
 AC9069  NAD 83(1991)-  45 25 03.77934(N)    092 24 17.77303(W) AD(       ) 1
 AC9069  ELLIP H (06/10/97)  321.72   (m)                       GP(       ) 2 1
 AC9069
 AC9069.Superseded values are not recommended for survey control.
 AC9069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9069.See file dsdata.txt to determine how the superseded data were derived.
 AC9069
 AC9069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4655829527(NAD 83)
 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 = OCTOBER  7, 2006
 PN0935 ***********************************************************************
 PN0935  DESIGNATION -  APPLETON
 PN0935  PID         -  PN0935
 PN0935  STATE/COUNTY-  WI/OUTAGAMIE
 PN0935  USGS QUAD   -  KAUKAUNA (1992)
 PN0935
 PN0935                         *CURRENT SURVEY CONTROL
 PN0935  ___________________________________________________________________
 PN0935* NAD 83(1991)-  44 17 04.07552(N)    088 22 29.00393(W)     ADJUSTED  
 PN0935* NAVD 88     -       230.     (meters)     755.     (feet)  SCALED    
 PN0935  ___________________________________________________________________
 PN0935  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 PN0935  GEOID HEIGHT-         -36.24  (meters)                     GEOID03
 PN0935
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0935
 PN0935.The geoid height was determined by GEOID03.
 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     -   0.99996962  x   0.99999366  =   0.99996328
 PN0935!SPC WI S     -   0.99996962  x   1.00005153  =   1.00002115
 PN0935!UTM  16      -   0.99996962  x   0.99974797  =   0.99971760
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0935.See file dsdata.txt to determine how the superseded data were derived.
 PN0935
 PN0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9031004387(NAD 83)
 PN0935_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PN0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0935
 PN0935  HISTORY     - Date     Condition        Report By
 PN0935  HISTORY     - 1954     MONUMENTED       CGS
 PN0935  HISTORY     - 1968     SEE DESCRIPTION  CGS
 PN0935  HISTORY     - 1970     SEE DESCRIPTION  NGS
 PN0935  HISTORY     - 1971     SEE DESCRIPTION  NGS
 PN0935  HISTORY     - 1973     SEE DESCRIPTION  USGS
 PN0935  HISTORY     - 1978     GOOD             ALSTER
 PN0935  HISTORY     - 20011006 GOOD             USPSQD
 PN0935  HISTORY     - 20030625 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF6092 ***********************************************************************
 DF6092  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6092  DESIGNATION -  APPLETON GPS
 DF6092  PID         -  DF6092
 DF6092  STATE/COUNTY-  WI/OUTAGAMIE
 DF6092  USGS QUAD   -  APPLETON (1992)
 DF6092
 DF6092                         *CURRENT SURVEY CONTROL
 DF6092  ___________________________________________________________________
 DF6092* NAD 83(1997)-  44 17 59.05138(N)    088 29 13.14130(W)     ADJUSTED  
 DF6092* NAVD 88     -       249.68   (meters)     819.2    (feet)  GPS OBS   
 DF6092  ___________________________________________________________________
 DF6092  X           -     120,730.677 (meters)                     COMP
 DF6092  Y           -  -4,570,836.571 (meters)                     COMP
 DF6092  Z           -   4,432,137.835 (meters)                     COMP
 DF6092  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 DF6092  ELLIP HEIGHT-         213.40  (meters)          (06/11/03) GPS OBS
 DF6092  GEOID HEIGHT-         -36.29  (meters)                     GEOID03
 DF6092
 DF6092  HORZ ORDER  -  FIRST
 DF6092  ELLP ORDER  -  THIRD     CLASS I
 DF6092
 DF6092.The horizontal coordinates were established by GPS observations
 DF6092.and adjusted by the National Geodetic Survey in June 2003..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6092
 DF6092.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6092
 DF6092.The ellipsoidal height was determined by GPS observations
 DF6092.and is referenced to NAD 83.
 DF6092
 DF6092.The geoid height was determined by GEOID03.
 DF6092
 DF6092;                    North         East     Units Scale Factor Converg.
 DF6092;SPC WI C     -    52,950.699   720,732.600   MT  0.99999097   +1 04 03.2
 DF6092;SPC WI C     -   173,722.42  2,364,603.54   sFT  0.99999097   +1 04 03.2
 DF6092;UTM  16      - 4,906,239.914   381,383.877   MT  0.99977303   -1 02 19.1
 DF6092
 DF6092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6092!SPC WI C     -   0.99996654  x   0.99999097  =   0.99995751
 DF6092!UTM  16      -   0.99996654  x   0.99977303  =   0.99973958
 DF6092
 DF6092                          SUPERSEDED SURVEY CONTROL
 DF6092
 DF6092.No superseded survey control is available for this station.
 DF6092
 DF6092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8138406240(NAD 83)
 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.
 DF6092'OWNERSHIP--TOWN OF GRAND CHUTE.  TO REACH THE STATION FROM THE
 DF6092'JUNCTION OF US HIGHWAY
 DF6092'41 WITH STATE HIGHWAY 15 NEAR THE NORTHWEST SIDE OF APPLETON, GO WEST
 DF6092'ON STATE
 DF6092'HIGHWAY 15 FOR 1.6 KM TO MCCARTHY ROAD, TURN LEFT AND GO NORTH ON
 DF6092'MCCARTHY ROAD FOR
 DF6092'1.8 KM TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DF6092'DEPARTMENT OF
 DF6092'TRANSPORTATION CONTROL STATION SET IN THE TOP OF A 41-CM DIAMETER
 DF6092'CONCRETE POST SET TO
 DF6092'A DEPTH OF 1.8 M AND ABOUT 0.5 M BELOW THE ROAD PAVEMENT.  THE STATION
 DF6092'IS 9.3 M WEST OF
 DF6092'MCCARTHY ROAD, 69 M SOUTH OF THE EXTENDED CENTERLINE OF PRIVATE
 DF6092'ENTRANCE --4000--, 0.5 M
 DF6092'EAST OF A STEEL WITNESS POST, 1.0 M WEST, 1.0 M SOUTH, AND 1.0 M NORTH
 DF6092'OF THREE 4X4 ORANGE
 DF6092'PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE
 DF6092'OBSTRUCTIONS EXTENDING
 DF6092'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF6092' 
 DF6092' 
 DF6092' 
 DF6092' 
 DF6092' 
 DF6092'
 DF6092
 DF6092                          STATION RECOVERY (2003)
 DF6092
 DF6092'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6092'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION 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 = OCTOBER  7, 2006
 PN0936 ***********************************************************************
 PN0936  DESIGNATION -  APPLETON MUNICIPAL APT BEACON
 PN0936  PID         -  PN0936
 PN0936  STATE/COUNTY-  WI/OUTAGAMIE
 PN0936  USGS QUAD   -  KAUKAUNA (1992)
 PN0936
 PN0936                         *CURRENT SURVEY CONTROL
 PN0936  ___________________________________________________________________
 PN0936* NAD 83(1991)-  44 17 04.40878(N)    088 22 28.58191(W)     ADJUSTED  
 PN0936* NAVD 88     -                                                        
 PN0936  ___________________________________________________________________
 PN0936  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 PN0936  GEOID HEIGHT-         -36.24  (meters)                     GEOID03
 PN0936
 PN0936  HORZ ORDER  -  THIRD
 PN0936
 PN0936.The horizontal coordinates were established by classical geodetic methods
 PN0936.and adjusted by the National Geodetic Survey in November 1991..
 PN0936
 PN0936
 PN0936.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0936
 PN0936.The geoid height was determined by GEOID03.
 PN0936
 PN0936;                    North         East     Units Scale Factor Converg.
 PN0936;SPC WI C     -    51,437.731   729,732.481   MT  0.99999365   +1 08 48.6
 PN0936;SPC WI C     -   168,758.62  2,394,130.65   sFT  0.99999365   +1 08 48.6
 PN0936;SPC WI S     -   255,070.794   729,740.442   MT  1.00005156   +1 07 00.5
 PN0936;SPC WI S     -   836,844.76  2,394,156.77   sFT  1.00005156   +1 07 00.5
 PN0936;UTM  16      - 4,904,397.594   390,319.992   MT  0.99974794   -0 57 35.6
 PN0936
 PN0936                          SUPERSEDED SURVEY CONTROL
 PN0936
 PN0936  NAD 83(1986)-  44 17 04.40406(N)    088 22 28.57757(W) AD(       ) 4
 PN0936  NAD 27      -  44 17 04.44600(N)    088 22 28.17900(W) AD(       ) 3
 PN0936
 PN0936.Superseded values are not recommended for survey control.
 PN0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0936.See file dsdata.txt to determine how the superseded data were derived.
 PN0936
 PN0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9032004398(NAD 83)
 PN0936
 PN0936  HISTORY     - Date     Condition        Report By
 PN0936  HISTORY     - 1954     MONUMENTED       CGS
 PN0936  HISTORY     - 19950429 MARK NOT FOUND   USPSQD
 PN0936  HISTORY     - 19980808 GOOD             USPSQD
 PN0936  HISTORY     - 20010331 GOOD             NGS
 PN0936
 PN0936                          STATION DESCRIPTION
 PN0936
 PN0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 PN0936'STATION IS LOCATED NEAR THE NORTHEAST EDGE OF APPLETON ON THE
 PN0936'APPLETON MUNICIPAL AIRPORT BETWEEN TWO HANGERS.  STATION IS OF
 PN0936'STEEL CONSTRUCTION, 50 FEET HIGH, WITH TWO ROTATING LIGHTS, ONE
 PN0936'OF WHITE AND ONE OF GREEN.
 PN0936'
 PN0936'A THIRD ORDER TRAVERSE CONNECTION WAS MADE TO STATION FROM
 PN0936'TRIANGULATION STATION APPLETON AND THE DISTANCE IS 13.905 METERS
 PN0936'OR 45.62 FEET.
 PN0936'
 PN0936'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 10 AND
 PN0936'41 ABOUT 3 MILES WEST OF APPLETON, GO NORTH AND EAST ON U.S.
 PN0936'HIGHWAY 41 FOR 5.5 MILES TO CROSSROADS.  TURN RIGHT ON COUNTY
 PN0936'ROUTE E FOR 0.25 MILE TO HANGERS AND STATION ON LEFT AS DESCRIBED.
 PN0936
 PN0936                          STATION RECOVERY (1995)
 PN0936
 PN0936'RECOVERY NOTE BY US POWER SQUADRON 1995
 PN0936'MARK NOT FOUND.
 PN0936
 PN0936                          STATION RECOVERY (1998)
 PN0936
 PN0936'RECOVERY NOTE BY US POWER SQUADRON 1998
 PN0936'RECOVERED IN GOOD CONDITION.
 PN0936
 PN0936                          STATION RECOVERY (2001)
 PN0936
 PN0936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PN0936'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0943 ***********************************************************************
 PN0943  DESIGNATION -  APPLETON N MUNICIPAL TANK OF 2
 PN0943  PID         -  PN0943
 PN0943  STATE/COUNTY-  WI/OUTAGAMIE
 PN0943  USGS QUAD   -  APPLETON (1992)
 PN0943
 PN0943                         *CURRENT SURVEY CONTROL
 PN0943  ___________________________________________________________________
 PN0943* NAD 83(1991)-  44 17 03.31617(N)    088 24 22.28668(W)     ADJUSTED  
 PN0943* NAVD 88     -                                                        
 PN0943  ___________________________________________________________________
 PN0943  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 PN0943  GEOID HEIGHT-         -36.26  (meters)                     GEOID03
 PN0943
 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
 PN0943.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0943
 PN0943.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 PN0943
 PN0943  NAD 83(1986)-  44 17 03.31176(N)    088 24 22.28347(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0943.See file dsdata.txt to determine how the superseded data were derived.
 PN0943
 PN0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8779904407(NAD 83)
 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     MONUMENTED       CGS
 PN0943  HISTORY     - 1969     SEE DESCRIPTION  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 = OCTOBER  7, 2006
 PN0942 ***********************************************************************
 PN0942  DESIGNATION -  APPLETON S MUNICIPAL TANK OF 2
 PN0942  PID         -  PN0942
 PN0942  STATE/COUNTY-  WI/OUTAGAMIE
 PN0942  USGS QUAD   -  APPLETON (1992)
 PN0942
 PN0942                         *CURRENT SURVEY CONTROL
 PN0942  ___________________________________________________________________
 PN0942* NAD 83(1991)-  44 15 46.50578(N)    088 24 43.62360(W)     ADJUSTED  
 PN0942* NAVD 88     -                                                        
 PN0942  ___________________________________________________________________
 PN0942  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 PN0942  GEOID HEIGHT-         -36.26  (meters)                     GEOID03
 PN0942
 PN0942  HORZ ORDER  -  THIRD
 PN0942
 PN0942.The horizontal coordinates were established by classical geodetic methods
 PN0942.and adjusted by the National Geodetic Survey in November 1991..
 PN0942
 PN0942
 PN0942.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0942
 PN0942.The geoid height was determined by GEOID03.
 PN0942
 PN0942;                    North         East     Units Scale Factor Converg.
 PN0942;SPC WI C     -    48,974.410   726,785.858   MT  0.99999758   +1 07 13.3
 PN0942;SPC WI C     -   160,676.88  2,384,463.27   sFT  0.99999758   +1 07 13.3
 PN0942;SPC WI S     -   252,608.869   726,792.386   MT  1.00004578   +1 05 27.7
 PN0942;SPC WI S     -   828,767.60  2,384,484.69   sFT  1.00004578   +1 05 27.7
 PN0942;UTM  16      - 4,902,044.814   387,285.559   MT  0.99975624   -0 59 08.5
 PN0942
 PN0942                          SUPERSEDED SURVEY CONTROL
 PN0942
 PN0942  NAD 83(1986)-  44 15 46.50090(N)    088 24 43.62081(W) AD(       ) 4
 PN0942  NAD 27      -  44 15 46.54300(N)    088 24 43.22400(W) AD(       ) 3
 PN0942
 PN0942.Superseded values are not recommended for survey control.
 PN0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0942.See file dsdata.txt to determine how the superseded data were derived.
 PN0942
 PN0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8728602045(NAD 83)
 PN0942
 PN0942  HISTORY     - Date     Condition        Report By
 PN0942  HISTORY     - 1954     MONUMENTED       CGS
 PN0942  HISTORY     - 19980808 GOOD             USPSQD
 PN0942  HISTORY     - 20010331 GOOD             NGS
 PN0942  HISTORY     - 20011006 MARK NOT FOUND   USPSQD
 PN0942  HISTORY     - 20031212 MARK NOT FOUND   USPSQD
 PN0942
 PN0942                          STATION DESCRIPTION
 PN0942
 PN0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 PN0942'THE STATION IS LOCATED JUST WEST OF THE INTERSECTION OF W.
 PN0942'WASHINGTON AND N. WALNUT STREETS IN APPLETON.  IT IS ABOUT 140
 PN0942'FEET HIGH, OF STEEL CONSTRUCTION, 8 LEGGED, IS PAINTED SILVER AND
 PN0942'HAS APPLETON STENCILED ON THE SIDE OF THE BOWL.  THE POINT
 PN0942'INTERSECTED WAS THE BALL ON TOP OF THE TANK.  DESCRIBED BY
 PN0942'E. HOWES.
 PN0942
 PN0942                          STATION RECOVERY (1998)
 PN0942
 PN0942'RECOVERY NOTE BY US POWER SQUADRON 1998
 PN0942'RECOVERED IN GOOD CONDITION.
 PN0942
 PN0942                          STATION RECOVERY (2001)
 PN0942
 PN0942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PN0942'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PN0942
 PN0942                          STATION RECOVERY (2001)
 PN0942
 PN0942'RECOVERY NOTE BY US POWER SQUADRON 2001 (JMK)
 PN0942'TANK DESTROYED
 PN0942
 PN0942                          STATION RECOVERY (2003)
 PN0942
 PN0942'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0942'NOT FOUND.  NOW A PARKING AREA FOR THE FOX CITIES PERFORMING ARTS
 PN0942'CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0945 ***********************************************************************
 PN0945  DESIGNATION -  APPLETON WISC MICH PWR CO TWR
 PN0945  PID         -  PN0945
 PN0945  STATE/COUNTY-  WI/OUTAGAMIE
 PN0945  USGS QUAD   -  APPLETON (1992)
 PN0945
 PN0945                         *CURRENT SURVEY CONTROL
 PN0945  ___________________________________________________________________
 PN0945* NAD 83(1991)-  44 15 18.23164(N)    088 24 19.10735(W)     ADJUSTED  
 PN0945* NAVD 88     -                                                        
 PN0945  ___________________________________________________________________
 PN0945  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 PN0945  GEOID HEIGHT-         -36.26  (meters)                     GEOID03
 PN0945
 PN0945  HORZ ORDER  -  THIRD
 PN0945
 PN0945.The horizontal coordinates were established by classical geodetic methods
 PN0945.and adjusted by the National Geodetic Survey in November 1991..
 PN0945
 PN0945
 PN0945.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0945
 PN0945.The geoid height was determined by GEOID03.
 PN0945
 PN0945;                    North         East     Units Scale Factor Converg.
 PN0945;SPC WI C     -    48,112.528   727,346.681   MT  0.99999905   +1 07 30.6
 PN0945;SPC WI C     -   157,849.19  2,386,303.24   sFT  0.99999905   +1 07 30.6
 PN0945;SPC WI S     -   251,746.660   727,352.794   MT  1.00004372   +1 05 44.6
 PN0945;SPC WI S     -   825,938.83  2,386,323.29   sFT  1.00004372   +1 05 44.6
 PN0945;UTM  16      - 4,901,163.119   387,814.202   MT  0.99975478   -0 58 50.9
 PN0945
 PN0945                          SUPERSEDED SURVEY CONTROL
 PN0945
 PN0945  NAD 83(1986)-  44 15 18.22654(N)    088 24 19.10435(W) AD(       ) 4
 PN0945  NAD 27      -  44 15 18.27000(N)    088 24 18.71000(W) AD(       ) 3
 PN0945
 PN0945.Superseded values are not recommended for survey control.
 PN0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0945.See file dsdata.txt to determine how the superseded data were derived.
 PN0945
 PN0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8781401163(NAD 83)
 PN0945
 PN0945  HISTORY     - Date     Condition        Report By
 PN0945  HISTORY     - 1954     MONUMENTED       CGS
 PN0945  HISTORY     - 19950429 GOOD             USPSQD
 PN0945  HISTORY     - 20011006 MARK NOT FOUND   USPSQD
 PN0945  HISTORY     - 20031212 MARK NOT FOUND   USPSQD
 PN0945
 PN0945                          STATION DESCRIPTION
 PN0945
 PN0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 PN0945'THE STATION IS LOCATED AT THE INTERSECTION OF E. MILL AND S.
 PN0945'ONEIDA STREETS IN APPLETON.  IT IS 293 FEET HIGH, PAINTED ORANGE
 PN0945'AND WHITE, OF STEEL CONSTRUCTION, 4 LEGGED, HAS A 10 FOOT MAST
 PN0945'MOUNTED ON TOP WITH A FLASHING RED LIGHT MOUNTED ON THE TOP OF THE
 PN0945'MAST.  THE POINT INTERSECTED WAS THE FLASHING RED LIGHT ON TOP
 PN0945'OF THE MAST.
 PN0945
 PN0945                          STATION RECOVERY (1995)
 PN0945
 PN0945'RECOVERY NOTE BY US POWER SQUADRON 1995
 PN0945'RECOVERED IN GOOD CONDITION.
 PN0945
 PN0945                          STATION RECOVERY (2001)
 PN0945
 PN0945'RECOVERY NOTE BY US POWER SQUADRON 2001 (JMK)
 PN0945'TOWER DISMANTLED
 PN0945
 PN0945                          STATION RECOVERY (2003)
 PN0945
 PN0945'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0945'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1622 ***********************************************************************
 NH1622  DESIGNATION -  APV
 NH1622  PID         -  NH1622
 NH1622  STATE/COUNTY-  WI/DANE
 NH1622  USGS QUAD   -  VERONA (1982)
 NH1622
 NH1622                         *CURRENT SURVEY CONTROL
 NH1622  ___________________________________________________________________
 NH1622* NAD 83(1991)-  42 56 15.39995(N)    089 34 22.87218(W)     ADJUSTED  
 NH1622* NAVD 88     -       341.1    (meters)    1119.     (feet)  VERTCON   
 NH1622  ___________________________________________________________________
 NH1622  X           -      34,852.917 (meters)                     COMP
 NH1622  Y           -  -4,676,772.464 (meters)                     COMP
 NH1622  Z           -   4,322,639.507 (meters)                     COMP
 NH1622  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 NH1622  ELLIP HEIGHT-         307.21  (meters)          (10/21/99) GPS OBS
 NH1622  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 NH1622
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1622
 NH1622.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1622
 NH1622.The ellipsoidal height was determined by GPS observations
 NH1622.and is referenced to NAD 83.
 NH1622
 NH1622.The geoid height was determined by GEOID03.
 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                          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)         1119.     (f) GPS OBS        
 NH1622
 NH1622.Superseded values are not recommended for survey control.
 NH1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1622.See file dsdata.txt to determine how the superseded data were derived.
 NH1622
 NH1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9006057099(NAD 83)
 NH1622_MARKER: DS = TRIANGULATION STATION DISK
 NH1622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1622_SP_SET: CONCRETE POST
 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
 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 = OCTOBER  7, 2006
 OM1198 ***********************************************************************
 OM1198  DESIGNATION -  ARBOR
 OM1198  PID         -  OM1198
 OM1198  STATE/COUNTY-  WI/JUNEAU
 OM1198  USGS QUAD   -  WISCONSIN DELLS NORTH (1975)
 OM1198
 OM1198                         *CURRENT SURVEY CONTROL
 OM1198  ___________________________________________________________________
 OM1198* NAD 83(1991)-  43 39 31.03228(N)    089 49 26.26077(W)     ADJUSTED  
 OM1198* NAVD 88     -       296.     (meters)     971.     (feet)  SCALED    
 OM1198  ___________________________________________________________________
 OM1198  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 OM1198  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 OM1198
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1198
 OM1198.The geoid height was determined by GEOID03.
 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     -  ATT MICRO TWR 4 MI N MERRIMAC            150 32 45.2
 OM1198:UTM  16      -  ATT MICRO TWR 4 MI N MERRIMAC            152 37 02.0
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1198.See file dsdata.txt to determine how the superseded data were derived.
 OM1198
 OM1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7229337833(NAD 83)
 OM1198_MARKER: DS = TRIANGULATION STATION DISK
 OM1198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 OM1234 ***********************************************************************
 OM1234  DESIGNATION -  ARBORETUM 1
 OM1234  PID         -  OM1234
 OM1234  STATE/COUNTY-  WI/DANE
 OM1234  USGS QUAD   -  MADISON WEST (1983)
 OM1234
 OM1234                         *CURRENT SURVEY CONTROL
 OM1234  ___________________________________________________________________
 OM1234* NAD 83(1991)-  43 02 27.86122(N)    089 25 54.30738(W)     ADJUSTED  
 OM1234* NAVD 88     -       270.2    (meters)     886.     (feet)  VERTCON   
 OM1234  ___________________________________________________________________
 OM1234  X           -      46,305.565 (meters)                     COMP
 OM1234  Y           -  -4,668,783.168 (meters)                     COMP
 OM1234  Z           -   4,330,998.866 (meters)                     COMP
 OM1234  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 OM1234  ELLIP HEIGHT-         236.10  (meters)          (10/21/99) GPS OBS
 OM1234  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 OM1234
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1234
 OM1234.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1234
 OM1234.The ellipsoidal height was determined by GPS observations
 OM1234.and is referenced to NAD 83.
 OM1234
 OM1234.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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)          887.     (f) GPS OBS        
 OM1234
 OM1234.Superseded values are not recommended for survey control.
 OM1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1234.See file dsdata.txt to determine how the superseded data were derived.
 OM1234
 OM1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0192068246(NAD 83)
 OM1234_MARKER: DD = SURVEY DISK
 OM1234_SETTING: 0 = UNSPECIFIED SETTING
 OM1234_SP_SET: UNSPECIFIED SHALLOW
 OM1234_STAMPING: ARBGP1 1987
 OM1234_MARK LOGO: WI-025
 OM1234_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OM1234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = OCTOBER  7, 2006
 OM1235 ***********************************************************************
 OM1235  DESIGNATION -  ARBORETUM 2
 OM1235  PID         -  OM1235
 OM1235  STATE/COUNTY-  WI/DANE
 OM1235  USGS QUAD   -  MADISON WEST (1983)
 OM1235
 OM1235                         *CURRENT SURVEY CONTROL
 OM1235  ___________________________________________________________________
 OM1235* NAD 83(1991)-  43 02 14.79202(N)    089 25 42.91701(W)     ADJUSTED  
 OM1235* NAVD 88     -       267.7    (meters)     878.     (feet)  VERTCON   
 OM1235  ___________________________________________________________________
 OM1235  X           -      46,566.112 (meters)                     COMP
 OM1235  Y           -  -4,669,054.023 (meters)                     COMP
 OM1235  Z           -   4,330,702.371 (meters)                     COMP
 OM1235  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 OM1235  ELLIP HEIGHT-         233.59  (meters)          (10/21/99) GPS OBS
 OM1235  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 OM1235
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1235
 OM1235.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1235
 OM1235.The ellipsoidal height was determined by GPS observations
 OM1235.and is referenced to NAD 83.
 OM1235
 OM1235.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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)          879.     (f) GPS OBS        
 OM1235
 OM1235.Superseded values are not recommended for survey control.
 OM1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1235.See file dsdata.txt to determine how the superseded data were derived.
 OM1235
 OM1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0216667835(NAD 83)
 OM1235_MARKER: DD = SURVEY DISK
 OM1235_SETTING: 0 = UNSPECIFIED SETTING
 OM1235_SP_SET: UNSPECIFIED SHALLOW
 OM1235_STAMPING: ARBGP2 1987
 OM1235_MARK LOGO: WI-025
 OM1235_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OM1235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = OCTOBER  7, 2006
 OM1236 ***********************************************************************
 OM1236  DESIGNATION -  ARBORETUM 3
 OM1236  PID         -  OM1236
 OM1236  STATE/COUNTY-  WI/DANE
 OM1236  USGS QUAD   -  MADISON WEST (1983)
 OM1236
 OM1236                         *CURRENT SURVEY CONTROL
 OM1236  ___________________________________________________________________
 OM1236* NAD 83(1991)-  43 02 16.45412(N)    089 26 02.27881(W)     ADJUSTED  
 OM1236* NAVD 88     -       273.8    (meters)     898.     (feet)  VERTCON   
 OM1236  ___________________________________________________________________
 OM1236  X           -      46,127.532 (meters)                     COMP
 OM1236  Y           -  -4,669,027.827 (meters)                     COMP
 OM1236  Z           -   4,330,744.024 (meters)                     COMP
 OM1236  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 OM1236  ELLIP HEIGHT-         239.69  (meters)          (10/21/99) GPS OBS
 OM1236  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 OM1236
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1236
 OM1236.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1236
 OM1236.The ellipsoidal height was determined by GPS observations
 OM1236.and is referenced to NAD 83.
 OM1236
 OM1236.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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)          899.     (f) GPS OBS        
 OM1236
 OM1236.Superseded values are not recommended for survey control.
 OM1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1236.See file dsdata.txt to determine how the superseded data were derived.
 OM1236
 OM1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0172967899(NAD 83)
 OM1236_MARKER: DD = SURVEY DISK
 OM1236_SETTING: 0 = UNSPECIFIED SETTING
 OM1236_SP_SET: UNSPECIFIED SHALLOW
 OM1236_STAMPING: ARBGP3 1987
 OM1236_MARK LOGO: WI-025
 OM1236_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OM1236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = OCTOBER  7, 2006
 PO0267 ***********************************************************************
 PO0267  DESIGNATION -  ARCADIA
 PO0267  PID         -  PO0267
 PO0267  STATE/COUNTY-  WI/TREMPEALEAU
 PO0267  USGS QUAD   -  INDEPENDENCE (1973)
 PO0267
 PO0267                         *CURRENT SURVEY CONTROL
 PO0267  ___________________________________________________________________
 PO0267* NAD 83(1986)-  44 15 08.     (N)    091 29 58.     (W)     SCALED    
 PO0267* NAVD 88     -       221.956  (meters)     728.20   (feet)  ADJUSTED  
 PO0267  ___________________________________________________________________
 PO0267  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 PO0267  DYNAMIC HT  -         221.928 (meters)     728.11  (feet)  COMP
 PO0267  MODELED GRAV-     980,489.7   (mgal)                       NAVD 88
 PO0267
 PO0267  VERT ORDER  -  SECOND    CLASS 0
 PO0267
 PO0267.The horizontal coordinates were scaled from a topographic map and have
 PO0267.an estimated accuracy of +/- 6 seconds.
 PO0267
 PO0267.The orthometric height was determined by differential leveling
 PO0267.and adjusted by the National Geodetic Survey in June 1991..
 PO0267
 PO0267.The geoid height was determined by GEOID03.
 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     -    47,650.      480,250.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0267.See file dsdata.txt to determine how the superseded data were derived.
 PO0267
 PO0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK197009(NAD 83)
 PO0267_MARKER: DB = BENCH MARK DISK
 PO0267_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PO0267_SP_SET: CURB
 PO0267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PO0267
 PO0267  HISTORY     - Date     Condition        Report By
 PO0267  HISTORY     - UNK      MONUMENTED       CGS
 PO0267  HISTORY     - 1934     GOOD             NGS
 PO0267
 PO0267                          STATION DESCRIPTION
 PO0267
 PO0267'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 PO0768 ***********************************************************************
 PO0768  FBN         -  This is a Federal Base Network Control Station.
 PO0768  DESIGNATION -  ARCADIA GPS
 PO0768  PID         -  PO0768
 PO0768  STATE/COUNTY-  WI/TREMPEALEAU
 PO0768  USGS QUAD   -  INDEPENDENCE (1973)
 PO0768
 PO0768                         *CURRENT SURVEY CONTROL
 PO0768  ___________________________________________________________________
 PO0768* NAD 83(1997)-  44 15 29.48275(N)    091 28 24.30986(W)     ADJUSTED  
 PO0768* NAVD 88     -       239.7    (meters)     786.     (feet)  GPS OBS   
 PO0768  ___________________________________________________________________
 PO0768  X           -    -117,654.553 (meters)                     COMP
 PO0768  Y           -  -4,574,137.712 (meters)                     COMP
 PO0768  Z           -   4,428,829.236 (meters)                     COMP
 PO0768  LAPLACE CORR-          -4.98  (seconds)                    DEFLEC99
 PO0768  ELLIP HEIGHT-         208.75  (meters)          (04/28/99) GPS OBS
 PO0768  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 PO0768
 PO0768  HORZ ORDER  -  A
 PO0768  ELLP ORDER  -  THIRD     CLASS I
 PO0768
 PO0768.The horizontal coordinates were established by GPS observations
 PO0768.and adjusted by the National Geodetic Survey in April 1999..
 PO0768
 PO0768.The orthometric height was determined by GPS observations and a
 PO0768.high-resolution geoid model.
 PO0768
 PO0768.Photographs are available 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 DEFLEC99 derived deflections.
 PO0768
 PO0768.The ellipsoidal height was determined by GPS observations
 PO0768.and is referenced to NAD 83.
 PO0768
 PO0768.The geoid height was determined by GEOID03.
 PO0768
 PO0768;                    North         East     Units Scale Factor Converg.
 PO0768;SPC WI C     -    48,276.793   482,342.960   MT  0.99999846   -1 02 22.6
 PO0768;SPC WI C     -   158,388.11  1,582,486.86   sFT  0.99999846   -1 02 22.6
 PO0768;UTM  15      - 4,901,683.156   621,860.634   MT  0.99978263   +1 03 55.9
 PO0768
 PO0768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0768!SPC WI C     -   0.99996727  x   0.99999846  =   0.99996573
 PO0768!UTM  15      -   0.99996727  x   0.99978263  =   0.99974991
 PO0768
 PO0768                          SUPERSEDED SURVEY CONTROL
 PO0768
 PO0768  ELLIP H (07/24/97)  208.70   (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)  208.77   (m)                       GP(       ) 4 1
 PO0768  NAD 83(1986)-  44 15 29.47401(N)    091 28 24.30957(W) AD(       ) 2
 PO0768  NGVD 29 (02/12/91)  239.7    (m)          786.     (f) GPS OBS        
 PO0768
 PO0768.Superseded values are not recommended for survey control.
 PO0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0768.See file dsdata.txt to determine how the superseded data were derived.
 PO0768
 PO0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2186101683(NAD 83)
 PO0768_MARKER: DH = HORIZONTAL CONTROL DISK
 PO0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0768_SP_SET: CONCRETE POST
 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 - July 08, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0627 ***********************************************************************
 QM0627  DESIGNATION -  ARCHIBALD LOOKOUT
 QM0627  PID         -  QM0627
 QM0627  STATE/COUNTY-  WI/OCONTO
 QM0627  USGS QUAD   -  TOWNSEND (1972)
 QM0627
 QM0627                         *CURRENT SURVEY CONTROL
 QM0627  ___________________________________________________________________
 QM0627* NAD 83(1991)-  45 15 46.33727(N)    088 35 12.78128(W)     ADJUSTED  
 QM0627* NAVD 88     -                                                        
 QM0627  ___________________________________________________________________
 QM0627  LAPLACE CORR-          -4.22  (seconds)                    DEFLEC99
 QM0627  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 QM0627
 QM0627  HORZ ORDER  -  THIRD
 QM0627
 QM0627.The horizontal coordinates were established by classical geodetic methods
 QM0627.and adjusted by the National Geodetic Survey in November 1991..
 QM0627
 QM0627
 QM0627.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0627
 QM0627.The geoid height was determined by GEOID03.
 QM0627
 QM0627;                    North         East     Units Scale Factor Converg.
 QM0627;SPC WI C     -   159,816.707   710,899.446   MT  0.99996346   +0 59 49.4
 QM0627;SPC WI C     -   524,331.98  2,332,342.60   sFT  0.99996346   +0 59 49.4
 QM0627;SPC WI N     -    11,679.361   710,910.896   MT  1.00006898   +1 01 09.8
 QM0627;SPC WI N     -    38,318.04  2,332,380.16   sFT  1.00006898   +1 01 09.8
 QM0627;UTM  16      - 5,013,377.595   375,502.630   MT  0.99979058   -1 07 38.6
 QM0627
 QM0627                          SUPERSEDED SURVEY CONTROL
 QM0627
 QM0627  NAD 83(1986)-  45 15 46.34180(N)    088 35 12.79530(W) AD(       ) 4
 QM0627  NAD 27      -  45 15 46.45700(N)    088 35 12.41200(W) AD(       ) 3
 QM0627
 QM0627.Superseded values are not recommended for survey control.
 QM0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0627.See file dsdata.txt to determine how the superseded data were derived.
 QM0627
 QM0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR7550313378(NAD 83)
 QM0627_MARKER: 57 = LOOKOUT TOWER
 QM0627
 QM0627  HISTORY     - Date     Condition        Report By
 QM0627  HISTORY     - 1934     FIRST OBSERVED   CGS
 QM0627  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 QM0627
 QM0627                          STATION DESCRIPTION
 QM0627
 QM0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QM0627'STATION ARCHIBALD IS ABOUT 4 MILES SOUTHWEST OF LAKEWOOD IN SOUTHWEST
 QM0627'QUARTER SEC. 11, T. 32 N., R. 15 E., AT THE SITE OF THE
 QM0627'ARCHIBALD LAKE FEDERAL LOOKOUT TOWER.
 QM0627
 QM0627                          STATION RECOVERY (1999)
 QM0627
 QM0627'RECOVERY NOTE BY US POWER SQUADRON 1999
 QM0627'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0817 ***********************************************************************
 QM0817  DESIGNATION -  ARCHIBALD RESET
 QM0817  PID         -  QM0817
 QM0817  STATE/COUNTY-  WI/OCONTO
 QM0817  USGS QUAD   -  TOWNSEND (1972)
 QM0817
 QM0817                         *CURRENT SURVEY CONTROL
 QM0817  ___________________________________________________________________
 QM0817* NAD 83(1997)-  45 15 46.37051(N)    088 35 13.07843(W)     ADJUSTED  
 QM0817* NAVD 88     -       438.4    (meters)    1438.     (feet)  VERTCON   
 QM0817  ___________________________________________________________________
 QM0817  X           -     110,898.355 (meters)                     COMP
 QM0817  Y           -  -4,495,801.552 (meters)                     COMP
 QM0817  Z           -   4,508,245.469 (meters)                     COMP
 QM0817  LAPLACE CORR-          -4.23  (seconds)                    DEFLEC99
 QM0817  ELLIP HEIGHT-         403.11  (meters)          (06/17/02) GPS OBS
 QM0817  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 QM0817
 QM0817  HORZ ORDER  -  FIRST
 QM0817  ELLP ORDER  -  THIRD     CLASS II
 QM0817
 QM0817.The horizontal coordinates were established by GPS observations
 QM0817.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0817
 QM0817.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0817
 QM0817.The ellipsoidal height was determined by GPS observations
 QM0817.and is referenced to NAD 83.
 QM0817
 QM0817.The geoid height was determined by GEOID03.
 QM0817
 QM0817;                    North         East     Units Scale Factor Converg.
 QM0817;SPC WI C     -   159,817.620   710,892.951   MT  0.99996346   +0 59 49.2
 QM0817;SPC WI C     -   524,334.97  2,332,321.29   sFT  0.99996346   +0 59 49.2
 QM0817;UTM  16      - 5,013,378.748   375,496.175   MT  0.99979060   -1 07 38.8
 QM0817
 QM0817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0817!SPC WI C     -   0.99993680  x   0.99996346  =   0.99990027
 QM0817!UTM  16      -   0.99993680  x   0.99979060  =   0.99972742
 QM0817
 QM0817                          SUPERSEDED SURVEY CONTROL
 QM0817
 QM0817  NAD 83(1991)-  45 15 46.37057(N)    088 35 13.07743(W) AD(       ) 1
 QM0817  ELLIP H (10/12/93)  403.07   (m)                       GP(       ) 3 2
 QM0817  NGVD 29 (10/12/93)  438.4    (m)         1438.     (f) GPS OBS        
 QM0817
 QM0817.Superseded values are not recommended for survey control.
 QM0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0817.See file dsdata.txt to determine how the superseded data were derived.
 QM0817
 QM0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR7549613379(NAD 83)
 QM0817_MARKER: DH = HORIZONTAL CONTROL DISK
 QM0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0817_SP_SET: PREFAB CONC. BLOCK IN EARTH
 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 WIH 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 R M 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.  THE STATION IS
 QM0817'LOCATED ABOUT 4 MILES (6.4 KM) SW OF LAKEWOOD IN THE SW 1/4 SEC 11,
 QM0817'T-32 N, R 15 E AND AT THE OLD SITE OF THE ARCHIBALD LAKE FEDERAL
 QM0817'LOOKOUT TOWER, NOW REMOVED.  OWNERSHIP---DEPARTMENT OF NATURAL
 QM0817'RESOURCES.  TO REACH THE STATION FROM THE POST OFFICE IN LAKEWOOD, GO
 QM0817'WESTERLY AND NORTHWESTERLY ON STATE HWY 32 FOR 1.1 MILES, (1.8 KM) TO
 QM0817'A CROSS ROAD, RUGG ROAD ON RIGHT AND ARCHIBALD LAKE ROAD FOR 3.5 MILES
 QM0817'(5.6 KM) TO A GRAVEL SIDE ROAD LEFT.  TURN LEFT AND FOLLOW GRAVEL ROAD
 QM0817'FOR 0.9 MILE, (1.4 KM) TO END OF ROAD AND HIGHEST PART OF HILL AND THE
 QM0817'STATION ON 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.  RM NO 1, IS A STANDARD CGS DISK STAMPED---ARCHIBALD NO
 QM0817'1 1934--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 30 CM IN
 QM0817'DIAMETER, PROJECTING 18 CM (6 INCHES) ABOVE THE GROUND.  THE STATION
 QM0817'IS LOCATED 12.0 FT (3.7 M) WNW FROM A 12 INCH BEECH TREE, 5.0 FT (1.5
 QM0817'M) S FROM THE CENTERLINE OF GRAVEL ROAD, 1.0 FT (0.3 M) N FROM A
 QM0817'WITNESS POST, AND 57.0 FT (17.4 M) N FROM A TWIN TRUNKED OAK TREE, AND
 QM0817'6.0 FT (1.8 M) BELOW THE STATION.  RM NO 2, IS A STANDARD CGS DISK
 QM0817'STAMPED---ARCHIBALD NO 2 1934---, SET INTO THE TOP OF A SQUARE
 QM0817'CONCRETE MONUMENT, 30 CM (10 INCHES) IN DIAMETER, RECESSED 6 CM (2
 QM0817'INCHES) BELOW THE GROUND.  THE STATION IS LOCATED 47.0 FT (14.3 M) S
 QM0817'FROM A TWIN TRUNKED OAK TREE, 16.0 FT (4.9 M) E FROM THE CENTERLINE OF
 QM0817'GRAVEL ROAD, 14.5 FT (4.4 M) W FROM THE CENTERLINE OF GRAVEL ROAD, AND
 QM0817'1.5 FT (0.5 M) E FROM A WITNESS POST, AND 4 FT (1.2 M) BELOW THE
 QM0817'STATION.  RM NO 3, IS A STANDARD NGS DISK STAMPED---ARCHIBALD 1934 NO
 QM0817'3 1985---, CEMENTED IN A DRILL HOLE IN THE N ONE OF FOUR CONCRETE
 QM0817'FOUNDATIONS LEFT FROM OLD LOKOUT TOWER.  RM NO 4, IS A STANDARD NGS
 QM0817'DISK STAMPED---ARCHIBALD NO 4 1985---, CEMENTED IN A DRILL HOLE IN THE
 QM0817'SW ONE OF FOUR CONCRETE FOUNDATIONS 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'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
 QM0817'BY A CARSONITE SIGN POST WHICH IS 2.85 FEET (0.87 M) NORTH OF THE
 QM0817'STATION.
 QM0817'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, 8 FEET (2.4 M) AND
 QM0817'PROJECTS 7 INCHES.
 QM0817'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION NEAR THE TRAIL TO THE
 QM0817'OLD TOWER AND PROJECTS 3 INCHES.
 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 = OCTOBER  7, 2006
 OM1174 ***********************************************************************
 OM1174  DESIGNATION -  ARENA
 OM1174  PID         -  OM1174
 OM1174  STATE/COUNTY-  WI/IOWA
 OM1174  USGS QUAD   -  ARENA (1981)
 OM1174
 OM1174                         *CURRENT SURVEY CONTROL
 OM1174  ___________________________________________________________________
 OM1174* NAD 83(1991)-  43 09 41.14026(N)    089 54 24.33604(W)     ADJUSTED  
 OM1174* NAVD 88     -       230.     (meters)     755.     (feet)  SCALED    
 OM1174  ___________________________________________________________________
 OM1174  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 OM1174  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 OM1174
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1174
 OM1174.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1174.See file dsdata.txt to determine how the superseded data were derived.
 OM1174
 OM1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN6368982844(NAD 83)
 OM1174_MARKER: DS = TRIANGULATION STATION DISK
 OM1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 DH5273 ***********************************************************************
 DH5273  DESIGNATION -  ARENA C GPS
 DH5273  PID         -  DH5273
 DH5273  STATE/COUNTY-  WI/IOWA
 DH5273  USGS QUAD   -  BARNEVELD (1962)
 DH5273
 DH5273                         *CURRENT SURVEY CONTROL
 DH5273  ___________________________________________________________________
 DH5273* NAD 83(1997)-  43 06 35.82543(N)    089 56 43.06992(W)     ADJUSTED  
 DH5273* NAVD 88     -                                                        
 DH5273  ___________________________________________________________________
 DH5273  X           -       4,452.755 (meters)                     COMP
 DH5273  Y           -  -4,663,819.138 (meters)                     COMP
 DH5273  Z           -   4,336,621.049 (meters)                     COMP
 DH5273  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 DH5273  ELLIP HEIGHT-         283.66  (meters)          (08/01/05) GPS OBS
 DH5273  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 DH5273
 DH5273  HORZ ORDER  -  FIRST
 DH5273  ELLP ORDER  -  SECOND    CLASS I
 DH5273
 DH5273.The horizontal coordinates were established by GPS observations
 DH5273.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5273
 DH5273
 DH5273.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5273
 DH5273.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5273
 DH5273.The ellipsoidal height was determined by GPS observations
 DH5273.and is referenced to NAD 83.
 DH5273
 DH5273.The geoid height was determined by GEOID03.
 DH5273
 DH5273;                    North         East     Units Scale Factor Converg.
 DH5273;SPC WI S     -   123,306.314   604,452.314   MT  0.99994540   +0 02 15.3
 DH5273;SPC WI S     -   404,547.47  1,983,107.30   sFT  0.99994540   +0 02 15.3
 DH5273;UTM  16      - 4,777,236.169   260,355.064   MT  1.00030654   -2 00 49.6
 DH5273;UTM  15      - 4,777,555.014   748,547.309   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  =   1.00026204
 DH5273!UTM  15      -   0.99995552  x   1.00036002  =   1.00031552
 DH5273
 DH5273                          SUPERSEDED SURVEY CONTROL
 DH5273
 DH5273.No superseded survey control is available for this station.
 DH5273
 DH5273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN6035577236(NAD 83)
 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 - 2003
 DH5273
 DH5273  HISTORY     - Date     Condition        Report By
 DH5273  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5047 ***********************************************************************
 DH5047  DESIGNATION -  ARENA N GPS
 DH5047  PID         -  DH5047
 DH5047  STATE/COUNTY-  WI/IOWA
 DH5047  USGS QUAD   -  ARENA (1981)
 DH5047
 DH5047                         *CURRENT SURVEY CONTROL
 DH5047  ___________________________________________________________________
 DH5047* NAD 83(1997)-  43 09 42.23647(N)    089 53 17.16977(W)     ADJUSTED  
 DH5047* NAVD 88     -                                                        
 DH5047  ___________________________________________________________________
 DH5047  X           -       9,100.512 (meters)                     COMP
 DH5047  Y           -  -4,659,811.523 (meters)                     COMP
 DH5047  Z           -   4,340,755.869 (meters)                     COMP
 DH5047  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 DH5047  ELLIP HEIGHT-         191.20  (meters)          (08/01/05) GPS OBS
 DH5047  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 DH5047
 DH5047  HORZ ORDER  -  FIRST
 DH5047  ELLP ORDER  -  SECOND    CLASS I
 DH5047
 DH5047.The horizontal coordinates were established by GPS observations
 DH5047.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5047
 DH5047
 DH5047.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5047
 DH5047.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5047
 DH5047.The ellipsoidal height was determined by GPS observations
 DH5047.and is referenced to NAD 83.
 DH5047
 DH5047.The geoid height was determined by GEOID03.
 DH5047
 DH5047;                    North         East     Units Scale Factor Converg.
 DH5047;SPC WI S     -   129,063.245   609,099.708   MT  0.99994124   +0 04 36.8
 DH5047;SPC WI S     -   423,435.00  1,998,354.63   sFT  0.99994124   +0 04 36.8
 DH5047;UTM  16      - 4,782,824.919   265,207.345   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                          SUPERSEDED SURVEY CONTROL
 DH5047
 DH5047.No superseded survey control is available for this station.
 DH5047
 DH5047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN6520782825(NAD 83)
 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 - December 27, 2005
 DH5047
 DH5047  HISTORY     - Date     Condition        Report By
 DH5047  HISTORY     - 2003     MONUMENTED       WIDT
 DH5047  HISTORY     - 20051227 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5274 ***********************************************************************
 DH5274  DESIGNATION -  ARENA W GPS
 DH5274  PID         -  DH5274
 DH5274  STATE/COUNTY-  WI/IOWA
 DH5274  USGS QUAD   -  SPRING GREEN (1983)
 DH5274
 DH5274                         *CURRENT SURVEY CONTROL
 DH5274  ___________________________________________________________________
 DH5274* NAD 83(1997)-  43 07 42.75739(N)    090 01 28.80830(W)     ADJUSTED  
 DH5274* NAVD 88     -                                                        
 DH5274  ___________________________________________________________________
 DH5274  X           -      -2,007.428 (meters)                     COMP
 DH5274  Y           -  -4,662,422.395 (meters)                     COMP
 DH5274  Z           -   4,338,141.380 (meters)                     COMP
 DH5274  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 DH5274  ELLIP HEIGHT-         302.07  (meters)          (08/01/05) GPS OBS
 DH5274  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 DH5274
 DH5274  HORZ ORDER  -  FIRST
 DH5274  ELLP ORDER  -  SECOND    CLASS I
 DH5274
 DH5274.The horizontal coordinates were established by GPS observations
 DH5274.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5274
 DH5274
 DH5274.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5274
 DH5274.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5274
 DH5274.The ellipsoidal height was determined by GPS observations
 DH5274.and is referenced to NAD 83.
 DH5274
 DH5274.The geoid height was determined by GEOID03.
 DH5274
 DH5274;                    North         East     Units Scale Factor Converg.
 DH5274;SPC WI S     -   125,370.539   597,992.779   MT  0.99994382   -0 01 01.0
 DH5274;SPC WI S     -   411,319.84  1,961,914.64   sFT  0.99994382   -0 01 01.0
 DH5274;UTM  15      - 4,779,387.400   742,015.436   MT  1.00032059   +2 02 06.1
 DH5274;UTM  16      - 4,779,531.194   253,971.137   MT  1.00034469   -2 04 07.7
 DH5274
 DH5274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5274!SPC WI S     -   0.99995263  x   0.99994382  =   0.99989645
 DH5274!UTM  15      -   0.99995263  x   1.00032059  =   1.00027321
 DH5274!UTM  16      -   0.99995263  x   1.00034469  =   1.00029730
 DH5274
 DH5274                          SUPERSEDED SURVEY CONTROL
 DH5274
 DH5274.No superseded survey control is available for this station.
 DH5274
 DH5274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH4201579387(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5219 ***********************************************************************
 DH5219  DESIGNATION -  ARGYLE GPS
 DH5219  PID         -  DH5219
 DH5219  STATE/COUNTY-  WI/LAFAYETTE
 DH5219  USGS QUAD   -  WIOTA (1981)
 DH5219
 DH5219                         *CURRENT SURVEY CONTROL
 DH5219  ___________________________________________________________________
 DH5219* NAD 83(1997)-  42 42 09.98442(N)    089 56 11.15787(W)     ADJUSTED  
 DH5219* NAVD 88     -                                                        
 DH5219  ___________________________________________________________________
 DH5219  X           -       5,208.467 (meters)                     COMP
 DH5219  Y           -  -4,694,603.376 (meters)                     COMP
 DH5219  Z           -   4,303,476.703 (meters)                     COMP
 DH5219  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 DH5219  ELLIP HEIGHT-         267.92  (meters)          (08/01/05) GPS OBS
 DH5219  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 DH5219
 DH5219  HORZ ORDER  -  FIRST
 DH5219  ELLP ORDER  -  SECOND    CLASS I
 DH5219
 DH5219.The horizontal coordinates were established by GPS observations
 DH5219.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5219
 DH5219
 DH5219.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5219
 DH5219.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5219
 DH5219.The ellipsoidal height was determined by GPS observations
 DH5219.and is referenced to NAD 83.
 DH5219
 DH5219.The geoid height was determined by GEOID03.
 DH5219
 DH5219;                    North         East     Units Scale Factor Converg.
 DH5219;SPC WI S     -    78,074.337   605,208.282   MT  1.00000630   +0 02 37.2
 DH5219;SPC WI S     -   256,148.89  1,985,587.51   sFT  1.00000630   +0 02 37.2
 DH5219;UTM  16      - 4,731,990.743   259,497.185   MT  1.00031168   -1 59 32.7
 DH5219;UTM  15      - 4,732,360.869   750,916.310   MT  1.00037465   +2 04 43.6
 DH5219
 DH5219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5219!SPC WI S     -   0.99995798  x   1.00000630  =   0.99996428
 DH5219!UTM  16      -   0.99995798  x   1.00031168  =   1.00026965
 DH5219!UTM  15      -   0.99995798  x   1.00037465  =   1.00033262
 DH5219
 DH5219                          SUPERSEDED SURVEY CONTROL
 DH5219
 DH5219.No superseded survey control is available for this station.
 DH5219
 DH5219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN5949731991(NAD 83)
 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 - 2003
 DH5219
 DH5219  HISTORY     - Date     Condition        Report By
 DH5219  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5220 ***********************************************************************
 DH5220  DESIGNATION -  ARGYLE N GPS
 DH5220  PID         -  DH5220
 DH5220  STATE/COUNTY-  WI/LAFAYETTE
 DH5220  USGS QUAD   -  WIOTA (1981)
 DH5220
 DH5220                         *CURRENT SURVEY CONTROL
 DH5220  ___________________________________________________________________
 DH5220* NAD 83(1997)-  42 44 49.62593(N)    089 55 07.47260(W)     ADJUSTED  
 DH5220* NAVD 88     -                                                        
 DH5220  ___________________________________________________________________
 DH5220  X           -       6,653.154 (meters)                     COMP
 DH5220  Y           -  -4,691,220.638 (meters)                     COMP
 DH5220  Z           -   4,307,060.143 (meters)                     COMP
 DH5220  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 DH5220  ELLIP HEIGHT-         215.53  (meters)          (08/01/05) GPS OBS
 DH5220  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 DH5220
 DH5220  HORZ ORDER  -  FIRST
 DH5220  ELLP ORDER  -  SECOND    CLASS I
 DH5220
 DH5220.The horizontal coordinates were established by GPS observations
 DH5220.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5220
 DH5220
 DH5220.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5220
 DH5220.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5220
 DH5220.The ellipsoidal height was determined by GPS observations
 DH5220.and is referenced to NAD 83.
 DH5220
 DH5220.The geoid height was determined by GEOID03.
 DH5220
 DH5220;                    North         East     Units Scale Factor Converg.
 DH5220;SPC WI S     -    83,001.756   606,652.912   MT  0.99999725   +0 03 21.0
 DH5220;SPC WI S     -   272,314.93  1,990,327.10   sFT  0.99999725   +0 03 21.0
 DH5220;UTM  16      - 4,736,865.186   261,116.541   MT  1.00030212   -1 58 55.5
 DH5220;UTM  15      - 4,737,338.375   752,185.456   MT  1.00038250   +2 05 33.2
 DH5220
 DH5220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5220!SPC WI S     -   0.99996620  x   0.99999725  =   0.99996345
 DH5220!UTM  16      -   0.99996620  x   1.00030212  =   1.00026831
 DH5220!UTM  15      -   0.99996620  x   1.00038250  =   1.00034869
 DH5220
 DH5220                          SUPERSEDED SURVEY CONTROL
 DH5220
 DH5220.No superseded survey control is available for this station.
 DH5220
 DH5220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN6111736865(NAD 83)
 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 - 2003
 DH5220
 DH5220  HISTORY     - Date     Condition        Report By
 DH5220  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5581 ***********************************************************************
 DH5581  DESIGNATION -  ARLINGTON E GPS
 DH5581  PID         -  DH5581
 DH5581  STATE/COUNTY-  WI/COLUMBIA
 DH5581  USGS QUAD   -  ARLINGTON (1984)
 DH5581
 DH5581                         *CURRENT SURVEY CONTROL
 DH5581  ___________________________________________________________________
 DH5581* NAD 83(1997)-  43 21 08.36591(N)    089 23 36.19350(W)     ADJUSTED  
 DH5581* NAVD 88     -                                                        
 DH5581  ___________________________________________________________________
 DH5581  X           -      49,181.673 (meters)                     COMP
 DH5581  Y           -  -4,645,131.851 (meters)                     COMP
 DH5581  Z           -   4,356,255.053 (meters)                     COMP
 DH5581  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 DH5581  ELLIP HEIGHT-         304.49  (meters)          (08/01/05) GPS OBS
 DH5581  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 DH5581
 DH5581  HORZ ORDER  -  FIRST
 DH5581  ELLP ORDER  -  SECOND    CLASS I
 DH5581
 DH5581.The horizontal coordinates were established by GPS observations
 DH5581.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5581
 DH5581
 DH5581.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5581
 DH5581.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5581
 DH5581.The ellipsoidal height was determined by GPS observations
 DH5581.and is referenced to NAD 83.
 DH5581
 DH5581.The geoid height was determined by GEOID03.
 DH5581
 DH5581;                    North         East     Units Scale Factor Converg.
 DH5581;SPC WI S     -   150,408.946   649,176.514   MT  0.99993291   +0 25 00.5
 DH5581;SPC WI S     -   493,466.68  2,129,839.95   sFT  0.99993291   +0 25 00.5
 DH5581;UTM  16      - 4,802,722.902   306,033.955   MT  1.00006282   -1 38 36.7
 DH5581
 DH5581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5581!SPC WI S     -   0.99995225  x   0.99993291  =   0.99988517
 DH5581!UTM  16      -   0.99995225  x   1.00006282  =   1.00001507
 DH5581
 DH5581                          SUPERSEDED SURVEY CONTROL
 DH5581
 DH5581.No superseded survey control is available for this station.
 DH5581
 DH5581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP0603402723(NAD 83)
 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 - December 28, 2005
 DH5581
 DH5581  HISTORY     - Date     Condition        Report By
 DH5581  HISTORY     - 1994     MONUMENTED       WI-021
 DH5581  HISTORY     - 20030813 GOOD             WIDT
 DH5581  HISTORY     - 20051228 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1114 ***********************************************************************
 OM1114  DESIGNATION -  ARLINGTON RAD STA KSC 256 MAST
 OM1114  PID         -  OM1114
 OM1114  STATE/COUNTY-  WI/COLUMBIA
 OM1114  USGS QUAD   -  MORRISONVILLE (1984)
 OM1114
 OM1114                         *CURRENT SURVEY CONTROL
 OM1114  ___________________________________________________________________
 OM1114* NAD 83(1991)-  43 20 11.05206(N)    089 22 30.08011(W)     ADJUSTED  
 OM1114* NAVD 88     -                                                        
 OM1114  ___________________________________________________________________
 OM1114  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 OM1114  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 OM1114
 OM1114  HORZ ORDER  -  THIRD
 OM1114
 OM1114.The horizontal coordinates were established by classical geodetic methods
 OM1114.and adjusted by the National Geodetic Survey in November 1991..
 OM1114
 OM1114
 OM1114.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1114
 OM1114.The geoid height was determined by GEOID03.
 OM1114
 OM1114;                    North         East     Units Scale Factor Converg.
 OM1114;SPC WI S     -   148,651.349   650,678.531   MT  0.99993318   +0 25 45.9
 OM1114;SPC WI S     -   487,700.30  2,134,767.81   sFT  0.99993318   +0 25 45.9
 OM1114;UTM  16      - 4,800,912.218   307,472.001   MT  1.00005598   -1 37 49.6
 OM1114
 OM1114                          SUPERSEDED SURVEY CONTROL
 OM1114
 OM1114  NAD 83(1986)-  43 20 11.04462(N)    089 22 30.08578(W) AD(       ) 4
 OM1114  NAD 27      -  43 20 11.09000(N)    089 22 29.66400(W) AD(       ) 3
 OM1114
 OM1114.Superseded values are not recommended for survey control.
 OM1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1114.See file dsdata.txt to determine how the superseded data were derived.
 OM1114
 OM1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP0747200912(NAD 83)
 OM1114_MARKER: 42 = RADIO/TV MAST
 OM1114
 OM1114  HISTORY     - Date     Condition        Report By
 OM1114  HISTORY     - 1958     FIRST OBSERVED   CGS
 OM1114  HISTORY     - 19960427 MARK NOT FOUND   USPSQD
 OM1114  HISTORY     - 20020921 MARK NOT FOUND   USPSQD
 OM1114
 OM1114                          STATION DESCRIPTION
 OM1114
 OM1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1114'THE STATION IS THE CENTER OF THE TOP OF THE MAST LOCATED IN
 OM1114'THE SOUTHEAST SECTION OF ARLINGTON.  IT IS OWNED AND OPERATED
 OM1114'BY THE CALIFORNIA PACKING CORPORATION AND IS AT THE SOUTHWEST
 OM1114'CORNER OF THEIR MAIN GARAGE.  IT IS A UNIFORM CROSS SECTION
 OM1114'STEEL MAST SUPPORTED BY GUY WIRES AND PAINTED IN ALTERNATE
 OM1114'SECTIONS OF INTERNATIONAL ORANGE AND WHITE.  THE OVERALL HEIGHT
 OM1114'IS 150 FEET.
 OM1114
 OM1114                          STATION RECOVERY (1996)
 OM1114
 OM1114'RECOVERY NOTE BY US POWER SQUADRON 1996
 OM1114'MARK NOT FOUND.
 OM1114
 OM1114                          STATION RECOVERY (2002)
 OM1114
 OM1114'RECOVERY NOTE BY US POWER SQUADRON 2002 (SN)
 OM1114'PACKING COMPANY NO LONGER OWNS THIS LAND. A WATER TOWER FOR POVNETTE
 OM1114'APPROXIMATELY WHERE THE MARK SHOULD BE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5583 ***********************************************************************
 DH5583  DESIGNATION -  ARLINGTON S GPS
 DH5583  PID         -  DH5583
 DH5583  STATE/COUNTY-  WI/COLUMBIA
 DH5583  USGS QUAD   -  ARLINGTON (1984)
 DH5583
 DH5583                         *CURRENT SURVEY CONTROL
 DH5583  ___________________________________________________________________
 DH5583* NAD 83(1997)-  43 18 23.54106(N)    089 27 44.79807(W)     ADJUSTED  
 DH5583* NAVD 88     -                                                        
 DH5583  ___________________________________________________________________
 DH5583  X           -      43,615.558 (meters)                     COMP
 DH5583  Y           -  -4,648,657.361 (meters)                     COMP
 DH5583  Z           -   4,352,535.127 (meters)                     COMP
 DH5583  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 DH5583  ELLIP HEIGHT-         275.88  (meters)          (08/01/05) GPS OBS
 DH5583  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 DH5583
 DH5583  HORZ ORDER  -  FIRST
 DH5583  ELLP ORDER  -  SECOND    CLASS I
 DH5583
 DH5583.The horizontal coordinates were established by GPS observations
 DH5583.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5583
 DH5583
 DH5583.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5583
 DH5583.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5583
 DH5583.The ellipsoidal height was determined by GPS observations
 DH5583.and is referenced to NAD 83.
 DH5583
 DH5583.The geoid height was determined by GEOID03.
 DH5583
 DH5583;                    North         East     Units Scale Factor Converg.
 DH5583;SPC WI S     -   145,284.344   643,611.130   MT  0.99993391   +0 22 09.7
 DH5583;SPC WI S     -   476,653.72  2,111,580.85   sFT  0.99993391   +0 22 09.7
 DH5583;UTM  16      - 4,797,800.923   300,287.167   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  =   0.99989065
 DH5583!UTM  16      -   0.99995674  x   1.00009066  =   1.00004740
 DH5583
 DH5583                          SUPERSEDED SURVEY CONTROL
 DH5583
 DH5583.No superseded survey control is available for this station.
 DH5583
 DH5583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0028797801(NAD 83)
 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 - August 13, 2003
 DH5583
 DH5583  HISTORY     - Date     Condition        Report By
 DH5583  HISTORY     - 1994     MONUMENTED       WI-021
 DH5583  HISTORY     - 20030813 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5586 ***********************************************************************
 DH5586  DESIGNATION -  ARLINGTON W GPS AZ MK
 DH5586  PID         -  DH5586
 DH5586  STATE/COUNTY-  WI/COLUMBIA
 DH5586  USGS QUAD   -  ARLINGTON (1984)
 DH5586
 DH5586                         *CURRENT SURVEY CONTROL
 DH5586  ___________________________________________________________________
 DH5586* NAD 83(1997)-  43 21 08.31356(N)    089 28 04.69180(W)     ADJUSTED  
 DH5586* NAVD 88     -                                                        
 DH5586  ___________________________________________________________________
 DH5586  X           -      43,134.862 (meters)                     COMP
 DH5586  Y           -  -4,645,178.393 (meters)                     COMP
 DH5586  Z           -   4,356,240.046 (meters)                     COMP
 DH5586  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 DH5586  ELLIP HEIGHT-         284.34  (meters)          (08/01/05) GPS OBS
 DH5586  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 DH5586
 DH5586  HORZ ORDER  -  FIRST
 DH5586  ELLP ORDER  -  SECOND    CLASS I
 DH5586
 DH5586.The horizontal coordinates were established by GPS observations
 DH5586.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5586
 DH5586
 DH5586.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5586
 DH5586.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5586
 DH5586.The ellipsoidal height was determined by GPS observations
 DH5586.and is referenced to NAD 83.
 DH5586
 DH5586.The geoid height was determined by GEOID03.
 DH5586
 DH5586;                    North         East     Units Scale Factor Converg.
 DH5586;SPC WI S     -   150,366.051   643,130.376   MT  0.99993291   +0 21 56.0
 DH5586;SPC WI S     -   493,325.95  2,110,003.58   sFT  0.99993291   +0 21 56.0
 DH5586;UTM  16      - 4,802,897.430   299,989.310   MT  1.00009212   -1 41 41.2
 DH5586
 DH5586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5586!SPC WI S     -   0.99995541  x   0.99993291  =   0.99988833
 DH5586!UTM  16      -   0.99995541  x   1.00009212  =   1.00004753
 DH5586
 DH5586                          SUPERSEDED SURVEY CONTROL
 DH5586
 DH5586.No superseded survey control is available for this station.
 DH5586
 DH5586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP9998902897(NAD 83)
 DH5586_MARKER: DZ = AZIMUTH MARK DISK
 DH5586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5586_STAMPING: ARLINGTON W GPS AZ MK 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 - February 24, 2004
 DH5586
 DH5586  HISTORY     - Date     Condition        Report By
 DH5586  HISTORY     - 1994     MONUMENTED       WIDT
 DH5586  HISTORY     - 20040224 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH4982 ***********************************************************************
 DH4982  DESIGNATION -  ARM
 DH4982  PID         -  DH4982
 DH4982  STATE/COUNTY-  WI/JUNEAU
 DH4982  USGS QUAD   -  NEW MINER (1969)
 DH4982
 DH4982                         *CURRENT SURVEY CONTROL
 DH4982  ___________________________________________________________________
 DH4982* NAD 83(1997)-  44 11 31.44208(N)    090 03 23.11588(W)     ADJUSTED  
 DH4982* NAVD 88     -                                                        
 DH4982  ___________________________________________________________________
 DH4982  X           -      -4,510.874 (meters)                     COMP
 DH4982  Y           -  -4,580,804.986 (meters)                     COMP
 DH4982  Z           -   4,423,594.917 (meters)                     COMP
 DH4982  LAPLACE CORR-          -4.70  (seconds)                    DEFLEC99
 DH4982  ELLIP HEIGHT-         253.17  (meters)          (08/01/05) GPS OBS
 DH4982  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 DH4982
 DH4982  HORZ ORDER  -  B
 DH4982  ELLP ORDER  -  FOURTH    CLASS I
 DH4982
 DH4982.The horizontal coordinates were established by GPS observations
 DH4982.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH4982
 DH4982
 DH4982.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4982
 DH4982.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4982
 DH4982.The ellipsoidal height was determined by GPS observations
 DH4982.and is referenced to NAD 83.
 DH4982
 DH4982.The geoid height was determined by GEOID03.
 DH4982
 DH4982;                    North         East     Units Scale Factor Converg.
 DH4982;SPC WI S     -   243,530.134   595,489.179   MT  1.00002789   -0 02 19.6
 DH4982;SPC WI S     -   798,981.78  1,953,700.75   sFT  1.00002789   -0 02 19.6
 DH4982;UTM  15      - 4,897,419.755   735,239.233   MT  1.00028063   +2 03 10.1
 DH4982;UTM  16      - 4,897,749.205   255,742.621   MT  1.00033382   -2 07 53.7
 DH4982
 DH4982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4982!SPC WI S     -   0.99996030  x   1.00002789  =   0.99998819
 DH4982!UTM  15      -   0.99996030  x   1.00028063  =   1.00024092
 DH4982!UTM  16      -   0.99996030  x   1.00033382  =   1.00029411
 DH4982
 DH4982                          SUPERSEDED SURVEY CONTROL
 DH4982
 DH4982.No superseded survey control is available for this station.
 DH4982
 DH4982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ3523997420(NAD 83)
 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 - December 28, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5464 ***********************************************************************
 DH5464  DESIGNATION -  ARMENIA C GPS
 DH5464  PID         -  DH5464
 DH5464  STATE/COUNTY-  WI/JUNEAU
 DH5464  USGS QUAD   -  ARKDALE NW (1985)
 DH5464
 DH5464                         *CURRENT SURVEY CONTROL
 DH5464  ___________________________________________________________________
 DH5464* NAD 83(1997)-  44 12 01.48235(N)    089 57 19.78111(W)     ADJUSTED  
 DH5464* NAVD 88     -                                                        
 DH5464  ___________________________________________________________________
 DH5464  X           -       3,557.700 (meters)                     COMP
 DH5464  Y           -  -4,580,160.407 (meters)                     COMP
 DH5464  Z           -   4,424,260.668 (meters)                     COMP
 DH5464  LAPLACE CORR-          -4.42  (seconds)                    DEFLEC99
 DH5464  ELLIP HEIGHT-         254.54  (meters)          (08/01/05) GPS OBS
 DH5464  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 DH5464
 DH5464  HORZ ORDER  -  FIRST
 DH5464  ELLP ORDER  -  SECOND    CLASS I
 DH5464
 DH5464.The horizontal coordinates were established by GPS observations
 DH5464.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5464
 DH5464
 DH5464.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5464
 DH5464.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5464
 DH5464.The ellipsoidal height was determined by GPS observations
 DH5464.and is referenced to NAD 83.
 DH5464
 DH5464.The geoid height was determined by GEOID03.
 DH5464
 DH5464;                    North         East     Units Scale Factor Converg.
 DH5464;SPC WI S     -   244,456.794   603,557.665   MT  1.00002992   +0 01 50.1
 DH5464;SPC WI S     -   802,022.00  1,980,172.11   sFT  1.00002992   +0 01 50.1
 DH5464;UTM  16      - 4,898,380.833   263,841.835   MT  1.00028595   -2 03 41.2
 DH5464;UTM  15      - 4,898,640.707   743,270.719   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                          SUPERSEDED SURVEY CONTROL
 DH5464
 DH5464.No superseded survey control is available for this station.
 DH5464
 DH5464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP6384298381(NAD 83)
 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 - December 28, 2005
 DH5464
 DH5464  HISTORY     - Date     Condition        Report By
 DH5464  HISTORY     - 2003     MONUMENTED       WIDT
 DH5464  HISTORY     - 20051228 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5641 ***********************************************************************
 DH5641  DESIGNATION -  ARMENIA S GPS
 DH5641  PID         -  DH5641
 DH5641  STATE/COUNTY-  WI/JUNEAU
 DH5641  USGS QUAD   -  NECEDAH (1969)
 DH5641
 DH5641                         *CURRENT SURVEY CONTROL
 DH5641  ___________________________________________________________________
 DH5641* NAD 83(1997)-  44 04 49.03287(N)    090 03 19.68206(W)     ADJUSTED  
 DH5641* NAVD 88     -                                                        
 DH5641  ___________________________________________________________________
 DH5641  X           -      -4,442.981 (meters)                     COMP
 DH5641  Y           -  -4,589,447.856 (meters)                     COMP
 DH5641  Z           -   4,414,674.045 (meters)                     COMP
 DH5641  LAPLACE CORR-          -4.30  (seconds)                    DEFLEC99
 DH5641  ELLIP HEIGHT-         243.80  (meters)          (08/01/05) GPS OBS
 DH5641  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 DH5641
 DH5641  HORZ ORDER  -  FIRST
 DH5641  ELLP ORDER  -  SECOND    CLASS I
 DH5641
 DH5641.The horizontal coordinates were established by GPS observations
 DH5641.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5641
 DH5641
 DH5641.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5641
 DH5641.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5641
 DH5641.The ellipsoidal height was determined by GPS observations
 DH5641.and is referenced to NAD 83.
 DH5641
 DH5641.The geoid height was determined by GEOID03.
 DH5641
 DH5641;                    North         East     Units Scale Factor Converg.
 DH5641;SPC WI S     -   231,109.438   595,557.175   MT  1.00000280   -0 02 17.2
 DH5641;SPC WI S     -   758,231.55  1,953,923.83   sFT  1.00000280   -0 02 17.2
 DH5641;UTM  15      - 4,885,006.482   735,760.194   MT  1.00028366   +2 02 57.7
 DH5641;UTM  16      - 4,885,330.324   255,357.331   MT  1.00033615   -2 07 35.9
 DH5641
 DH5641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5641!SPC WI S     -   0.99996177  x   1.00000280  =   0.99996457
 DH5641!UTM  15      -   0.99996177  x   1.00028366  =   1.00024542
 DH5641!UTM  16      -   0.99996177  x   1.00033615  =   1.00029791
 DH5641
 DH5641                          SUPERSEDED SURVEY CONTROL
 DH5641
 DH5641.No superseded survey control is available for this station.
 DH5641
 DH5641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ3576085006(NAD 83)
 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 - 2003
 DH5641
 DH5641  HISTORY     - Date     Condition        Report By
 DH5641  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL1626 ***********************************************************************
 RL1626  DESIGNATION -  ARMOUR
 RL1626  PID         -  RL1626
 RL1626  STATE/COUNTY-  WI/VILAS
 RL1626  USGS QUAD   -  BOULDER JUNCTION (1981)
 RL1626
 RL1626                         *CURRENT SURVEY CONTROL
 RL1626  ___________________________________________________________________
 RL1626* NAD 83(1991)-  46 03 18.04668(N)    089 39 09.46182(W)     ADJUSTED  
 RL1626* NAVD 88     -       504.     (meters)    1654.     (feet)  SCALED    
 RL1626  ___________________________________________________________________
 RL1626  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 RL1626  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 RL1626
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1626
 RL1626.The geoid height was determined by GEOID03.
 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  =   0.99987314
 RL1626!UTM  16      -   0.99992587  x   1.00011762  =   1.00004348
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1626.See file dsdata.txt to determine how the superseded data were derived.
 RL1626
 RL1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS9480703581(NAD 83)
 RL1626_MARKER: DS = TRIANGULATION STATION DISK
 RL1626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1626
 RL1626  HISTORY     - Date     Condition        Report By
 RL1626  HISTORY     - 1952     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0680 ***********************************************************************
 OM0680  DESIGNATION -  ARMSTRONG
 OM0680  PID         -  OM0680
 OM0680  STATE/COUNTY-  WI/FOND DU LAC
 OM0680  USGS QUAD   -  DUNDEE (1974)
 OM0680
 OM0680                         *CURRENT SURVEY CONTROL
 OM0680  ___________________________________________________________________
 OM0680* NAD 83(1991)-  43 42 38.09776(N)    088 11 35.81631(W)     ADJUSTED  
 OM0680* NAVD 88     -       330.     (meters)    1083.     (feet)  SCALED    
 OM0680  ___________________________________________________________________
 OM0680  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 OM0680  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 OM0680
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0680
 OM0680.The geoid height was determined by GEOID03.
 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     -   0.99995381  x   0.99994709  =   0.99990090
 OM0680!UTM  16      -   0.99995381  x   0.99971367  =   0.99966749
 OM0680
 OM0680:                Primary Azimuth Mark                     Grid Az
 OM0680:SPC WI S     -  ARMSTRONG AZ MK                          091 02 20.8
 OM0680:UTM  16      -  ARMSTRONG AZ MK                          093 06 18.5
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0680.See file dsdata.txt to determine how the superseded data were derived.
 OM0680
 OM0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0386640421(NAD 83)
 OM0680_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0680
 OM0680  HISTORY     - Date     Condition        Report By
 OM0680  HISTORY     - 1953     MONUMENTED       CGS
 OM0680  HISTORY     - 1960     SEE DESCRIPTION  CGS
 OM0680  HISTORY     - 1961     SEE DESCRIPTION  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 = OCTOBER  7, 2006
 PN0430 ***********************************************************************
 PN0430  DESIGNATION -  ARNOTT 1926
 PN0430  PID         -  PN0430
 PN0430  STATE/COUNTY-  WI/PORTAGE
 PN0430  USGS QUAD   -  ARNOTT (1969)
 PN0430
 PN0430                         *CURRENT SURVEY CONTROL
 PN0430  ___________________________________________________________________
 PN0430* NAD 83(1991)-  44 27 24.97937(N)    089 27 05.65037(W)     ADJUSTED  
 PN0430* NAVD 88     -       345.807  (meters)    1134.54   (feet)  ADJUSTED  
 PN0430  ___________________________________________________________________
 PN0430  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 PN0430  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 PN0430  DYNAMIC HT  -         345.742 (meters)    1134.32  (feet)  COMP
 PN0430  MODELED GRAV-     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
 PN0430.and adjusted by the National Geodetic Survey in June 1991..
 PN0430
 PN0430.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0430
 PN0430.The geoid height was determined by GEOID03.
 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;                    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     -   0.99995141  x   0.99996731  =   0.99991872
 PN0430!UTM  16      -   0.99995141  x   1.00006783  =   1.00001923
 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|---------------------------------------------------------------------|
 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
 PN0430.Superseded values are not recommended for survey control.
 PN0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0430.See file dsdata.txt to determine how the superseded data were derived.
 PN0430
 PN0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ0496125549(NAD 83)
 PN0430_MARKER: DB = BENCH MARK DISK
 PN0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0430_STAMPING: 1134.561 ARNOTT 1926
 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             NGS
 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 NATIONAL 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 = OCTOBER  7, 2006
 PN1090 ***********************************************************************
 PN1090  DESIGNATION -  ARNOTT MAST
 PN1090  PID         -  PN1090
 PN1090  STATE/COUNTY-  WI/PORTAGE
 PN1090  USGS QUAD   -  ARNOTT (1969)
 PN1090
 PN1090                         *CURRENT SURVEY CONTROL
 PN1090  ___________________________________________________________________
 PN1090* NAD 83(1991)-  44 26 51.24941(N)    089 24 23.25412(W)     ADJUSTED  
 PN1090* NAVD 88     -                                                        
 PN1090  ___________________________________________________________________
 PN1090  LAPLACE CORR-          -3.73  (seconds)                    DEFLEC99
 PN1090  GEOID HEIGHT-         -35.94  (meters)                     GEOID03
 PN1090
 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
 PN1090.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1090
 PN1090.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 PN1090
 PN1090  NAD 83(1986)-  44 26 51.24796(N)    089 24 23.26366(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1090.See file dsdata.txt to determine how the superseded data were derived.
 PN1090
 PN1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ0851924402(NAD 83)
 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 = OCTOBER  7, 2006
 PM0123 ***********************************************************************
 PM0123  DESIGNATION -  ARP
 PM0123  PID         -  PM0123
 PM0123  STATE/COUNTY-  WI/MANITOWOC
 PM0123  USGS QUAD   -  MISHICOT (1978)
 PM0123
 PM0123                         *CURRENT SURVEY CONTROL
 PM0123  ___________________________________________________________________
 PM0123* NAD 83(1991)-  44 07 43.23992(N)    087 40 50.31115(W)     ADJUSTED  
 PM0123* NAVD 88     -       197.860  (meters)     649.15   (feet)  ADJUSTED  
 PM0123  ___________________________________________________________________
 PM0123  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 PM0123  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 PM0123  DYNAMIC HT  -         197.828 (meters)     649.04  (feet)  COMP
 PM0123  MODELED GRAV-     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
 PM0123.and adjusted by the National Geodetic Survey in June 1991..
 PM0123
 PM0123.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0123
 PM0123.The geoid height was determined by GEOID03.
 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;                    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     -   0.99997464  x   1.00001319  =   0.99998783
 PM0123!UTM  16      -   0.99997464  x   0.99963647  =   0.99961112
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0123.See file dsdata.txt to determine how the superseded data were derived.
 PM0123
 PM0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4554886390(NAD 83)
 PM0123_MARKER: DT = TOPOGRAPHIC STATION DISK
 PM0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PM0123_STAMPING: ARP 1965
 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 = OCTOBER  7, 2006
 PN0054 ***********************************************************************
 PN0054  DESIGNATION -  ARP
 PN0054  PID         -  PN0054
 PN0054  STATE/COUNTY-  WI/BROWN
 PN0054  USGS QUAD   -  ONEIDA SOUTH (1992)
 PN0054
 PN0054                         *CURRENT SURVEY CONTROL
 PN0054  ___________________________________________________________________
 PN0054* NAD 83(1986)-  44 29 16.     (N)    088 07 48.     (W)     SCALED    
 PN0054* NAVD 88     -       209.062  (meters)     685.90   (feet)  ADJUSTED  
 PN0054  ___________________________________________________________________
 PN0054  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PN0054  DYNAMIC HT  -         209.035 (meters)     685.81  (feet)  COMP
 PN0054  MODELED GRAV-     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 scaled from a topographic map and have
 PN0054.an estimated accuracy of +/- 6 seconds.
 PN0054
 PN0054.The orthometric height was determined by differential leveling
 PN0054.and adjusted by the National Geodetic Survey in June 1991..
 PN0054
 PN0054.The geoid height was determined by GEOID03.
 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     -    74,430.      748,730.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0054.See file dsdata.txt to determine how the superseded data were derived.
 PN0054
 PN0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ101266(NAD 83)
 PN0054_MARKER: DT = TOPOGRAPHIC STATION DISK
 PN0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0054_STAMPING: ARP 1962
 PN0054_MARK LOGO: CGS   
 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             NGS
 PN0054  HISTORY     - 1985     GOOD             NGS
 PN0054  HISTORY     - 19940523 MARK NOT FOUND   WI-009
 PN0054
 PN0054                          STATION DESCRIPTION
 PN0054
 PN0054'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 PN1350 ***********************************************************************
 PN1350  DESIGNATION -  ARP
 PN1350  PID         -  PN1350
 PN1350  STATE/COUNTY-  WI/WAUPACA
 PN1350  USGS QUAD   -  BEAR CREEK (1992)
 PN1350
 PN1350                         *CURRENT SURVEY CONTROL
 PN1350  ___________________________________________________________________
 PN1350* NAD 83(1997)-  44 36 49.47295(N)    088 43 52.29173(W)     ADJUSTED  
 PN1350* NAVD 88     -       247.9    (meters)     813.     (feet)  VERTCON   
 PN1350  ___________________________________________________________________
 PN1350  X           -     100,706.456 (meters)                     COMP
 PN1350  Y           -  -4,546,875.737 (meters)                     COMP
 PN1350  Z           -   4,457,043.081 (meters)                     COMP
 PN1350  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 PN1350  ELLIP HEIGHT-         211.61  (meters)          (09/30/02) GPS OBS
 PN1350  GEOID HEIGHT-         -36.28  (meters)                     GEOID03
 PN1350
 PN1350  HORZ ORDER  -  THIRD
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 PN1350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1350
 PN1350.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PN1350
 PN1350.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1350
 PN1350.The ellipsoidal height was determined by GPS observations
 PN1350.and is referenced to NAD 83.
 PN1350
 PN1350.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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)  211.67   (m)                       GP(       ) 4 1
 PN1350  NGVD 29 (08/19/91)  247.9    (m)          813.     (f) GPS OBS        
 PN1350
 PN1350.Superseded values are not recommended for survey control.
 PN1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1350.See file dsdata.txt to determine how the superseded data were derived.
 PN1350
 PN1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6264241501(NAD 83)
 PN1350_MARKER: DT = TOPOGRAPHIC STATION DISK
 PN1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1350_SP_SET: CONCRETE POST
 PN1350_STAMPING: ARP 1965
 PN1350_MARK LOGO: CGS   
 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 - August 09, 1990
 PN1350
 PN1350  HISTORY     - Date     Condition        Report By
 PN1350  HISTORY     - 1965     MONUMENTED       CGS
 PN1350  HISTORY     - 19850819 GOOD             NGS
 PN1350  HISTORY     - 19900809 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1173 ***********************************************************************
 PN1173  DESIGNATION -  ARP 1967
 PN1173  PID         -  PN1173
 PN1173  STATE/COUNTY-  WI/PORTAGE
 PN1173  USGS QUAD   -  STEVENS POINT (1991)
 PN1173
 PN1173                         *CURRENT SURVEY CONTROL
 PN1173  ___________________________________________________________________
 PN1173* NAD 83(1991)-  44 32 40.51794(N)    089 31 51.38420(W)     ADJUSTED  
 PN1173* NAVD 88     -       336.6    (meters)    1104.     (feet)  VERTCON   
 PN1173  ___________________________________________________________________
 PN1173  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 PN1173  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 PN1173
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1173
 PN1173.The geoid height was determined by GEOID03.
 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     -   0.99995284  x   0.99995736  =   0.99991020
 PN1173!UTM  16      -   0.99995284  x   1.00009711  =   1.00004995
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1173.See file dsdata.txt to determine how the superseded data were derived.
 PN1173
 PN1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ9894835478(NAD 83)
 PN1173_MARKER: DT = TOPOGRAPHIC STATION DISK
 PN1173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1173_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PN1173_STAMPING: ARP 1967
 PN1173_MARK LOGO: NGS   
 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     - 1980     MONUMENTED       NGS
 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 = OCTOBER  7, 2006
 AA4637 ***********************************************************************
 AA4637  SACS        -  This is a Secondary Airport Control Station.
 AA4637  DESIGNATION -  ARP 1970 CWA
 AA4637  PID         -  AA4637
 AA4637  STATE/COUNTY-  WI/MARATHON
 AA4637  USGS QUAD   -  MOSINEE (1982)
 AA4637
 AA4637                         *CURRENT SURVEY CONTROL
 AA4637  ___________________________________________________________________
 AA4637* NAD 83(1997)-  44 46 55.64863(N)    089 39 33.40946(W)     ADJUSTED  
 AA4637* NAVD 88     -       383.55   (+/-2cm)    1258.4    (feet)  VERTCON   
 AA4637  ___________________________________________________________________
 AA4637  X           -      26,967.592 (meters)                     COMP
 AA4637  Y           -  -4,534,846.248 (meters)                     COMP
 AA4637  Z           -   4,470,440.645 (meters)                     COMP
 AA4637  LAPLACE CORR-          -5.86  (seconds)                    DEFLEC99
 AA4637  ELLIP HEIGHT-         348.53  (meters)          (05/03/99) GPS OBS
 AA4637  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 AA4637
 AA4637  HORZ ORDER  -  FIRST
 AA4637  VERT ORDER  -  THIRD ? (See Below)
 AA4637  ELLP ORDER  -  FOURTH    CLASS II
 AA4637
 AA4637.This mark is at Central Wisconsin Airport (CWA)
 AA4637
 AA4637.The horizontal coordinates were established by GPS observations
 AA4637.and adjusted by the National Geodetic Survey in May 1999..
 AA4637.No horizontal observational check was made to the station.
 AA4637
 AA4637.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4637
 AA4637.GPS derived orthometric heights for airport stations designated as
 AA4637.PACS or SACS are published to 2 decimal places.  This maintains
 AA4637.centimeter relative accuracy between the PACS and SACS.  It does
 AA4637.not indicate centimeter accuracy relative to other marks which are
 AA4637.part of the NAVD 88 network.
 AA4637.The vertical order pertains to the NGVD 29 superseded value.
 AA4637
 AA4637.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4637
 AA4637.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4637
 AA4637.The ellipsoidal height was determined by GPS observations
 AA4637.and is referenced to NAD 83.
 AA4637
 AA4637.The geoid height was determined by GEOID03.
 AA4637
 AA4637;                    North         East     Units Scale Factor Converg.
 AA4637;SPC WI C     -   105,484.690   626,964.638   MT  0.99994205   +0 14 25.5
 AA4637;SPC WI C     -   346,077.69  2,056,966.48   sFT  0.99994205   +0 14 25.5
 AA4637;UTM  16      - 4,962,188.094   289,614.548   MT  1.00014432   -1 52 26.1
 AA4637
 AA4637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4637!SPC WI C     -   0.99994536  x   0.99994205  =   0.99988741
 AA4637!UTM  16      -   0.99994536  x   1.00014432  =   1.00008967
 AA4637
 AA4637                          SUPERSEDED SURVEY CONTROL
 AA4637
 AA4637  NAD 83(1991)-  44 46 55.64779(N)    089 39 33.40815(W) AD(       ) 1
 AA4637  ELLIP H (11/14/94)  348.56   (m)                       GP(       ) 4 2
 AA4637  NGVD 29 (11/14/94)  383.56   (m)         1258.4    (f) LEVELING    3  
 AA4637
 AA4637.Superseded values are not recommended for survey control.
 AA4637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4637.See file dsdata.txt to determine how the superseded data were derived.
 AA4637
 AA4637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ8961562188(NAD 83)
 AA4637_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA4637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4637_STAMPING: ARP 1970 CWA
 AA4637_MARK LOGO: CGS   
 AA4637_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA4637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4637+STABILITY: SURFACE MOTION
 AA4637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4637+SATELLITE: SATELLITE OBSERVATIONS - 1970
 AA4637
 AA4637  HISTORY     - Date     Condition        Report By
 AA4637  HISTORY     - 1970     MONUMENTED       CGS
 AA4637  HISTORY     - 19910906 GOOD             NGS
 AA4637
 AA4637                          STATION DESCRIPTION
 AA4637
 AA4637'DESCRIBED BY COAST AND GEODETIC SURVEY 1970 (JVT)
 AA4637'THE STATION IS LOCATED MIDFIELD ALONG RUNWAY 8-26 AT CENTRAL WISCONSIN
 AA4637'AIRPORT IN MOSINEE, WI.
 AA4637' 
 AA4637'THE STATION IS LOCATED APPROXIMATELY 850.0 FT (259.1 M) WEST OF THE
 AA4637'CENTERLINE EXTENDED OF TAXIWAY E AND ON THE SOUTH SIDE OF RUNWAY 8-26,
 AA4637'201.9 FT (61.5 M) SOUTHEAST OF THE FIFTH RUNWAY LIGHT WEST OF TAXIWAY
 AA4637'E, 201.9 FT (61.5 M) SOUTHWEST OF THIRD RUNWAY LIGHT WEST OF TAXIWAY
 AA4637'E, 50.0 FT (15.2 M) SOUTH OF THE SOUTH EDGE OF THE RUNWAY, AND 40.0 FT
 AA4637'(12.2 M) SOUTH AND ON RANGE OF AND WITH THE FOURTH RUNWAY LIGHT WEST
 AA4637'OF TAXIWAY E.
 AA4637' 
 AA4637'THE STATION IS A STANDARD CGS TOPOGRAPHIC STATION DISK SET IN A
 AA4637'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 AA4637' 
 AA4637'TO OBTAIN ACCESS TO THE AIRPORT AND THE STATION CONTACT MR. JAMES
 AA4637'HANSFORD, AIRPORT MANAGER, CENTRAL WISCONSIN AIRPORT, 823-1 STATE ROAD
 AA4637'153, MOSINEE, WI. 54455, PHONE (715) 693-2147.
 AA4637' 
 AA4637'RECOVERED AND DESCRIBED BY RALPH A. HARRELL, CHIEF OF NOS PARTY.
 AA4637
 AA4637                          STATION RECOVERY (1991)
 AA4637
 AA4637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (DRM)
 AA4637'THE STATION IS LOCATED AT THE CENTRAL WISCONSIN AIRPORT MIDFIELD OF
 AA4637'RUNWAY 8-26 ON THE SOUTH SIDE OF THE RUNWAY.  THE STATION IS LOCATED
 AA4637'50 FT (15.2 M) SOUTH OF THE SOUTH EDGE OF THE RUNWAY, 40.0 FT (12.2 M)
 AA4637'SOUTH OF THE FOURTH RUNWAY LIGHT WEST OF A TAXIWAY LEADING TO RUNWAY
 AA4637'8-26, 201.9 FT (61.5 M) SOUTHEAST OF THE FIFTH LIGHT FROM THE TAXIWAY,
 AA4637'AND 201.9 FT (61.5 M) SOUTHWEST OF THE THIRD LIGHT SOUTHWEST OF THE
 AA4637'TAXIWAY.  THE STATION IF A STANDARD TOPOGRAPHIC DISK, STAMPED---ARP
 AA4637'1970 CWA---, SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 AA4637'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1387 ***********************************************************************
 OM1387  PACS        -  This is a Primary Airport Control Station.
 OM1387  DESIGNATION -  ARP 2 MSN
 OM1387  PID         -  OM1387
 OM1387  STATE/COUNTY-  WI/DANE
 OM1387  USGS QUAD   -  DE FOREST (1983)
 OM1387
 OM1387                         *CURRENT SURVEY CONTROL
 OM1387  ___________________________________________________________________
 OM1387* NAD 83(1997)-  43 08 20.82223(N)    089 20 18.07011(W)     ADJUSTED  
 OM1387* NAVD 88     -       260.72   (meters)     855.4    (feet)  GPS OBS   
 OM1387  ___________________________________________________________________
 OM1387  X           -      53,830.185 (meters)                     COMP
 OM1387  Y           -  -4,661,253.538 (meters)                     COMP
 OM1387  Z           -   4,338,946.826 (meters)                     COMP
 OM1387  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 OM1387  ELLIP HEIGHT-         226.28  (meters)          (04/28/99) GPS OBS
 OM1387  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 OM1387
 OM1387  HORZ ORDER  -  A
 OM1387  ELLP ORDER  -  THIRD     CLASS I
 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 April 1999..
 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 NAVD 88 network.
 OM1387
 OM1387.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1387
 OM1387.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1387
 OM1387.The ellipsoidal height was determined by GPS observations
 OM1387.and is referenced to NAD 83.
 OM1387
 OM1387.The geoid height was determined by GEOID03.
 OM1387
 OM1387;                    North         East     Units Scale Factor Converg.
 OM1387;SPC WI S     -   126,758.394   653,825.839   MT  0.99994296   +0 27 16.6
 OM1387;SPC WI S     -   415,873.16  2,145,093.61   sFT  0.99994296   +0 27 16.6
 OM1387;UTM  16      - 4,778,917.913   309,831.763   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  =   0.99990748
 OM1387!UTM  16      -   0.99996452  x   1.00004489  =   1.00000940
 OM1387
 OM1387                          SUPERSEDED SURVEY CONTROL
 OM1387
 OM1387  NAD 83(1991)-  43 08 20.82227(N)    089 20 18.06842(W) AD(       ) B
 OM1387  ELLIP H (05/19/94)  226.39   (m)                       GP(       ) 4 1
 OM1387  NGVD 29 (05/19/94)  260.68   (m)          855.2    (f) LEVELING    3  
 OM1387
 OM1387.Superseded values are not recommended for survey control.
 OM1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1387.See file dsdata.txt to determine how the superseded data were derived.
 OM1387
 OM1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0983278918(NAD 83)
 OM1387_MARKER: DT = TOPOGRAPHIC STATION DISK
 OM1387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1387_SP_SET: CONCRETE POST
 OM1387_STAMPING: ARP 2 1971 MSN
 OM1387_MARK LOGO: CGS   
 OM1387_PROJECTION: FLUSH
 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 - June 07, 2003
 OM1387
 OM1387  HISTORY     - Date     Condition        Report By
 OM1387  HISTORY     - 1971     MONUMENTED       CGS
 OM1387  HISTORY     - 19910903 GOOD             NGS
 OM1387  HISTORY     - 19930507 GOOD
 OM1387  HISTORY     - 19971203 GOOD             NGS
 OM1387  HISTORY     - 20030607 GOOD             JCLS
 OM1387
 OM1387                          STATION DESCRIPTION
 OM1387
 OM1387'DESCRIBED BY COAST AND 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RN1531 ***********************************************************************
 RN1531  DESIGNATION -  ARROWHEAD
 RN1531  PID         -  RN1531
 RN1531  STATE/COUNTY-  WI/DOUGLAS
 RN1531  USGS QUAD   -  WEST DULUTH (1993)
 RN1531
 RN1531                         *CURRENT SURVEY CONTROL
 RN1531  ___________________________________________________________________
 RN1531* NAD 83(1991)-  46 43 04.74795(N)    092 08 38.73062(W)     ADJUSTED  
 RN1531* NAVD 88     -       184.2    (meters)     604.     (feet)  VERTCON   
 RN1531  ___________________________________________________________________
 RN1531  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 RN1531  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 RN1531
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 RN1531
 RN1531.The geoid height was determined by GEOID03.
 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     -   0.99997554  x   0.99999146  =   0.99996700
 RN1531!UTM  15      -   0.99997554  x   0.99965259  =   0.99962814
 RN1531
 RN1531:                Primary Azimuth Mark                     Grid Az
 RN1531:SPC WI N     -  DULUTH ENGER MEMORIAL TOWER              014 19 09.9
 RN1531:UTM  15      -  DULUTH ENGER MEMORIAL TOWER              012 08 58.6
 RN1531
 RN1531|---------------------------------------------------------------------|
 RN1531| PID    Reference Object                     Distance      Geod. Az  |
 RN1531|                                                           dddmmss.s |
 RN1531| RN1433 DULUTH ENGER MEMORIAL TOWER         APPROX. 6.6 KM 0124621.8 |
 RN1531| RN1532 UPPER CHANNEL                       APPROX. 1.2 KM 3515655.4 |
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1531.See file dsdata.txt to determine how the superseded data were derived.
 RN1531
 RN1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6541274181(NAD 83)
 RN1531_MARKER: DD = SURVEY DISK
 RN1531_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RN1531_SP_SET: TOP OF METAL PIPE IN CONCRETE
 RN1531_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 RN1531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN1531+STABILITY: SURFACE MOTION
 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 = OCTOBER  7, 2006
 PN0024 ***********************************************************************
 PN0024  DESIGNATION -  ART
 PN0024  PID         -  PN0024
 PN0024  STATE/COUNTY-  WI/BROWN
 PN0024  USGS QUAD   -  ONEIDA NORTH (1992)
 PN0024
 PN0024                         *CURRENT SURVEY CONTROL
 PN0024  ___________________________________________________________________
 PN0024* NAD 83(1991)-  44 37 00.30629(N)    088 09 04.51753(W)     ADJUSTED  
 PN0024* NAVD 88     -       227.220  (meters)     745.47   (feet)  ADJUSTED  
 PN0024  ___________________________________________________________________
 PN0024  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 PN0024  GEOID HEIGHT-         -36.18  (meters)                     GEOID03
 PN0024  DYNAMIC HT  -         227.193 (meters)     745.38  (feet)  COMP
 PN0024  MODELED GRAV-     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
 PN0024.and adjusted by the National Geodetic Survey in June 1991..
 PN0024
 PN0024.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0024
 PN0024.The geoid height was determined by GEOID03.
 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;                    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     -   0.99997005  x   0.99995090  =   0.99992095
 PN0024!UTM  16      -   0.99997005  x   0.99970259  =   0.99967265
 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  NGVD 29 (??/??/92)  227.248  (m)          745.56   (f) ADJ UNCH    1 2
 PN0024
 PN0024.Superseded values are not recommended for survey control.
 PN0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0024.See file dsdata.txt to determine how the superseded data were derived.
 PN0024
 PN0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0866141022(NAD 83)
 PN0024_MARKER: DS = TRIANGULATION STATION DISK
 PN0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0024_STAMPING: ELEV 745.563 FT ART 1921
 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             NGS
 PN0024  HISTORY     - 1970     SEE DESCRIPTION  WIPSC
 PN0024  HISTORY     - 1973     SEE DESCRIPTION  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 NATIONAL 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 = OCTOBER  7, 2006
 NH0935 ***********************************************************************
 NH0935  DESIGNATION -  ART
 NH0935  PID         -  NH0935
 NH0935  STATE/COUNTY-  WI/DANE
 NH0935  USGS QUAD   -  MT VERNON (1981)
 NH0935
 NH0935                         *CURRENT SURVEY CONTROL
 NH0935  ___________________________________________________________________
 NH0935* NAD 83(1997)-  42 57 58.96397(N)    089 42 11.73551(W)     ADJUSTED  
 NH0935* NAVD 88     -       347.5    (meters)    1140.     (feet)  VERTCON   
 NH0935  ___________________________________________________________________
 NH0935  X           -      24,210.747 (meters)                     COMP
 NH0935  Y           -  -4,674,666.627 (meters)                     COMP
 NH0935  Z           -   4,324,983.143 (meters)                     COMP
 NH0935  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 NH0935  ELLIP HEIGHT-         313.65  (meters)          (06/17/02) GPS OBS
 NH0935  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 NH0935
 NH0935  HORZ ORDER  -  SECOND
 NH0935  ELLP ORDER  -  FOURTH    CLASS I
 NH0935
 NH0935.The horizontal coordinates were established by GPS observations
 NH0935.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH0935
 NH0935.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0935
 NH0935.The ellipsoidal height was determined by GPS observations
 NH0935.and is referenced to NAD 83.
 NH0935
 NH0935.The geoid height was determined by GEOID03.
 NH0935
 NH0935;                    North         East     Units Scale Factor Converg.
 NH0935;SPC WI S     -   107,398.698   624,208.675   MT  0.99996118   +0 12 14.0
 NH0935;SPC WI S     -   352,357.23  2,047,924.63   sFT  0.99996118   +0 12 14.0
 NH0935;UTM  16      - 4,760,627.341   279,535.714   MT  1.00019798   -1 50 35.5
 NH0935
 NH0935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0935!SPC WI S     -   0.99995081  x   0.99996118  =   0.99991200
 NH0935!UTM  16      -   0.99995081  x   1.00019798  =   1.00014878
 NH0935
 NH0935                          SUPERSEDED SURVEY CONTROL
 NH0935
 NH0935  NAD 83(1991)-  42 57 58.96360(N)    089 42 11.73449(W) AD(       ) 2
 NH0935  ELLIP H (10/21/99)  313.75   (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)  313.76   (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)         1140.     (f) GPS OBS        
 NH0935
 NH0935.Superseded values are not recommended for survey control.
 NH0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0935.See file dsdata.txt to determine how the superseded data were derived.
 NH0935
 NH0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7953660627(NAD 83)
 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 = OCTOBER  7, 2006
 DH5127 ***********************************************************************
 DH5127  DESIGNATION -  ASH RIDGE GPS
 DH5127  PID         -  DH5127
 DH5127  STATE/COUNTY-  WI/RICHLAND
 DH5127  USGS QUAD   -  SABIN (1983)
 DH5127
 DH5127                         *CURRENT SURVEY CONTROL
 DH5127  ___________________________________________________________________
 DH5127* NAD 83(1997)-  43 25 59.41420(N)    090 31 18.46799(W)     ADJUSTED  
 DH5127* NAVD 88     -                                                        
 DH5127  ___________________________________________________________________
 DH5127  X           -     -42,249.325 (meters)                     COMP
 DH5127  Y           -  -4,639,050.536 (meters)                     COMP
 DH5127  Z           -   4,362,802.838 (meters)                     COMP
 DH5127  LAPLACE CORR-          -5.88  (seconds)                    DEFLEC99
 DH5127  ELLIP HEIGHT-         334.34  (meters)          (08/01/05) GPS OBS
 DH5127  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 DH5127
 DH5127  HORZ ORDER  -  FIRST
 DH5127  ELLP ORDER  -  SECOND    CLASS I
 DH5127
 DH5127.The horizontal coordinates were established by GPS observations
 DH5127.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5127
 DH5127
 DH5127.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5127
 DH5127.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5127
 DH5127.The ellipsoidal height was determined by GPS observations
 DH5127.and is referenced to NAD 83.
 DH5127
 DH5127.The geoid height was determined by GEOID03.
 DH5127
 DH5127;                    North         East     Units Scale Factor Converg.
 DH5127;SPC WI S     -   159,343.748   557,755.421   MT  0.99993270   -0 21 30.7
 DH5127;SPC WI S     -   522,780.28  1,829,902.58   sFT  0.99993270   -0 21 30.7
 DH5127;UTM  15      - 4,811,902.631   700,573.040   MT  1.00009488   +1 42 15.7
 DH5127
 DH5127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5127!SPC WI S     -   0.99994757  x   0.99993270  =   0.99988028
 DH5127!UTM  15      -   0.99994757  x   1.00009488  =   1.00004245
 DH5127
 DH5127                          SUPERSEDED SURVEY CONTROL
 DH5127
 DH5127.No superseded survey control is available for this station.
 DH5127
 DH5127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0057311903(NAD 83)
 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 - 2003
 DH5127
 DH5127  HISTORY     - Date     Condition        Report By
 DH5127  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 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  USGS QUAD   -  CAMPBELLSPORT (1974)
 AI5966
 AI5966                         *CURRENT SURVEY CONTROL
 AI5966  ___________________________________________________________________
 AI5966* NAD 83(1997)-  43 36 47.09577(N)    088 21 54.81537(W)     ADJUSTED  
 AI5966* NAVD 88     -       307.90   (meters)    1010.2    (feet)  GPS OBS   
 AI5966  ___________________________________________________________________
 AI5966  X           -     131,955.765 (meters)                     COMP
 AI5966  Y           -  -4,623,549.761 (meters)                     COMP
 AI5966  Z           -   4,377,254.784 (meters)                     COMP
 AI5966  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AI5966  ELLIP HEIGHT-         272.66  (meters)          (11/17/00) GPS OBS
 AI5966  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 AI5966
 AI5966  HORZ ORDER  -  FIRST
 AI5966  ELLP ORDER  -  THIRD     CLASS II
 AI5966
 AI5966.The horizontal coordinates were established by GPS observations
 AI5966.and adjusted by the National Geodetic Survey in July 2000..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5966
 AI5966.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5966
 AI5966.The ellipsoidal height was determined by GPS observations
 AI5966.and is referenced to NAD 83.
 AI5966
 AI5966.The geoid height was determined by GEOID03.
 AI5966
 AI5966;                    North         East     Units Scale Factor Converg.
 AI5966;SPC WI S     -   180,492.449   731,951.583   MT  0.99993937   +1 07 23.7
 AI5966;SPC WI S     -   592,165.64  2,401,411.15   sFT  0.99993937   +1 07 23.7
 AI5966;UTM  16      - 4,829,805.613   389,834.862   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                          SUPERSEDED SURVEY CONTROL
 AI5966
 AI5966  ELLIP H (07/06/00)  272.66   (m)                       GP(       ) 2 1
 AI5966
 AI5966.Superseded values are not recommended for survey control.
 AI5966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5966.See file dsdata.txt to determine how the superseded data were derived.
 AI5966
 AI5966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8983529806(NAD 83)
 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 = OCTOBER  7, 2006
 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  USGS QUAD   -  CAMPBELLSPORT (1974)
 AI5967
 AI5967                         *CURRENT SURVEY CONTROL
 AI5967  ___________________________________________________________________
 AI5967* NAD 83(1997)-  43 32 37.67398(N)    088 18 03.95443(W)     ADJUSTED  
 AI5967* NAVD 88     -       328.85   (meters)    1078.9    (feet)  GPS OBS   
 AI5967  ___________________________________________________________________
 AI5967  X           -     137,288.348 (meters)                     COMP
 AI5967  Y           -  -4,628,718.780 (meters)                     COMP
 AI5967  Z           -   4,371,692.646 (meters)                     COMP
 AI5967  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 AI5967  ELLIP HEIGHT-         293.80  (meters)          (11/17/00) GPS OBS
 AI5967  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 AI5967
 AI5967  HORZ ORDER  -  FIRST
 AI5967  ELLP ORDER  -  THIRD     CLASS II
 AI5967
 AI5967.The horizontal coordinates were established by GPS observations
 AI5967.and adjusted by the National Geodetic Survey in July 2000..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5967
 AI5967.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5967
 AI5967.The ellipsoidal height was determined by GPS observations
 AI5967.and is referenced to NAD 83.
 AI5967
 AI5967.The geoid height was determined by GEOID03.
 AI5967
 AI5967;                    North         East     Units Scale Factor Converg.
 AI5967;SPC WI S     -   172,900.282   737,283.818   MT  0.99993563   +1 10 02.4
 AI5967;SPC WI S     -   567,257.01  2,418,905.33   sFT  0.99993563   +1 10 02.4
 AI5967;UTM  16      - 4,822,027.809   394,889.160   MT  0.99973590   -0 53 47.1
 AI5967
 AI5967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5967!SPC WI S     -   0.99995393  x   0.99993563  =   0.99988956
 AI5967!UTM  16      -   0.99995393  x   0.99973590  =   0.99968984
 AI5967
 AI5967                          SUPERSEDED SURVEY CONTROL
 AI5967
 AI5967  ELLIP H (07/06/00)  293.80   (m)                       GP(       ) 2 1
 AI5967
 AI5967.Superseded values are not recommended for survey control.
 AI5967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5967.See file dsdata.txt to determine how the superseded data were derived.
 AI5967
 AI5967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9488922028(NAD 83)
 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 - April 13, 2005
 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
 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--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 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  USGS QUAD   -  CAMPBELLSPORT (1974)
 AI5968
 AI5968                         *CURRENT SURVEY CONTROL
 AI5968  ___________________________________________________________________
 AI5968* NAD 83(1997)-  43 33 43.87981(N)    088 21 39.09057(W)     ADJUSTED  
 AI5968* NAVD 88     -       364.37   (meters)    1195.4    (feet)  GPS OBS   
 AI5968  ___________________________________________________________________
 AI5968  X           -     132,420.939 (meters)                     COMP
 AI5968  Y           -  -4,627,477.807 (meters)                     COMP
 AI5968  Z           -   4,373,197.978 (meters)                     COMP
 AI5968  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 AI5968  ELLIP HEIGHT-         329.27  (meters)          (11/17/00) GPS OBS
 AI5968  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 AI5968
 AI5968  HORZ ORDER  -  FIRST
 AI5968  ELLP ORDER  -  THIRD     CLASS II
 AI5968
 AI5968.The horizontal coordinates were established by GPS observations
 AI5968.and adjusted by the National Geodetic Survey in July 2000..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5968
 AI5968.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5968
 AI5968.The ellipsoidal height was determined by GPS observations
 AI5968.and is referenced to NAD 83.
 AI5968
 AI5968.The geoid height was determined by GEOID03.
 AI5968
 AI5968;                    North         East     Units Scale Factor Converg.
 AI5968;SPC WI S     -   174,846.352   732,415.239   MT  0.99993648   +1 07 34.5
 AI5968;SPC WI S     -   573,641.74  2,402,932.33   sFT  0.99993648   +1 07 34.5
 AI5968;UTM  16      - 4,824,147.547   390,094.757   MT  0.99974858   -0 56 16.5
 AI5968
 AI5968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5968!SPC WI S     -   0.99994837  x   0.99993648  =   0.99988485
 AI5968!UTM  16      -   0.99994837  x   0.99974858  =   0.99969696
 AI5968
 AI5968                          SUPERSEDED SURVEY CONTROL
 AI5968
 AI5968  ELLIP H (07/06/00)  329.27   (m)                       GP(       ) 2 1
 AI5968
 AI5968.Superseded values are not recommended for survey control.
 AI5968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5968.See file dsdata.txt to determine how the superseded data were derived.
 AI5968
 AI5968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9009524148(NAD 83)
 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 = OCTOBER  7, 2006
 OM0840 ***********************************************************************
 OM0840  DESIGNATION -  ASHIPPUN
 OM0840  PID         -  OM0840
 OM0840  STATE/COUNTY-  WI/DODGE
 OM0840  USGS QUAD   -  HUSTISFORD (1980)
 OM0840
 OM0840                         *CURRENT SURVEY CONTROL
 OM0840  ___________________________________________________________________
 OM0840* NAD 83(1991)-  43 16 05.97302(N)    088 31 40.15338(W)     ADJUSTED  
 OM0840* NAVD 88     -       326.93   (+/-2cm)    1072.6    (feet)  VERTCON   
 OM0840  ___________________________________________________________________
 OM0840  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 OM0840  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 OM0840
 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.The vertical order pertains to the NGVD 29 superseded value.
 OM0840
 OM0840.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0840
 OM0840.The geoid height was determined by GEOID03.
 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     -   0.99995417  x   0.99993523  =   0.99988940
 OM0840!UTM  16      -   0.99995417  x   0.99978911  =   0.99974329
 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|---------------------------------------------------------------------|
 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 (07/19/86)  326.99   (m)         1072.8    (f) LEVELING    3  
 OM0840
 OM0840.Superseded values are not recommended for survey control.
 OM0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0840.See file dsdata.txt to determine how the superseded data were derived.
 OM0840
 OM0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7601291746(NAD 83)
 OM0840
 OM0840  HISTORY     - Date     Condition        Report By
 OM0840  HISTORY     - 1957     MONUMENTED       CGS
 OM0840  HISTORY     - 1958     SEE DESCRIPTION  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 = OCTOBER  7, 2006
 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  USGS QUAD   -  STONEBANK (1976)
 OM1384
 OM1384                         *CURRENT SURVEY CONTROL
 OM1384  ___________________________________________________________________
 OM1384* NAD 83(1997)-  43 13 20.94199(N)    088 26 18.27250(W)     ADJUSTED  
 OM1384* NAVD 88     -       301.92   (meters)     990.5    (feet)  GPS OBS   
 OM1384  ___________________________________________________________________
 OM1384  X           -     126,862.853 (meters)                     COMP
 OM1384  Y           -  -4,653,527.278 (meters)                     COMP
 OM1384  Z           -   4,345,728.783 (meters)                     COMP
 OM1384  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 OM1384  ELLIP HEIGHT-         267.30  (meters)          (04/02/04) GPS OBS
 OM1384  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 OM1384  OBS GRAVITY -     980,359.6   (mgal)                       GRAV_OBS
 OM1384
 OM1384  HORZ ORDER  -  FIRST
 OM1384  ELLP ORDER  -  FOURTH    CLASS I
 OM1384
 OM1384.The horizontal coordinates were established by GPS observations
 OM1384.and adjusted by the WI DEPT OF TRANSP in April 2004..
 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.Photographs are available 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 DEFLEC99 derived deflections.
 OM1384
 OM1384.The ellipsoidal height was determined by GPS observations
 OM1384.and is referenced to NAD 83.
 OM1384
 OM1384.The geoid height was determined by GEOID03.
 OM1384.The observed gravity was obtained from relative gravimeter ties
 OM1384.to the IGSN71 gravity network.
 OM1384
 OM1384;                    North         East     Units Scale Factor Converg.
 OM1384;SPC WI S     -   136,993.875   726,857.894   MT  0.99993739   +1 04 22.7
 OM1384;SPC WI S     -   449,454.07  2,384,699.61   sFT  0.99993739   +1 04 22.7
 OM1384;UTM  16      - 4,786,526.065   383,180.769   MT  0.99976787   -0 59 06.7
 OM1384
 OM1384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1384!SPC WI S     -   0.99995808  x   0.99993739  =   0.99989548
 OM1384!UTM  16      -   0.99995808  x   0.99976787  =   0.99972596
 OM1384
 OM1384                          SUPERSEDED SURVEY CONTROL
 OM1384
 OM1384.No superseded survey control is available for this station.
 OM1384
 OM1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8318186526(NAD 83)
 OM1384_MARKER: DD = SURVEY DISK
 OM1384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1384_SP_SET: CONCRETE POST
 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 - 2001
 OM1384
 OM1384  HISTORY     - Date     Condition        Report By
 OM1384  HISTORY     - 1992     MONUMENTED       WI-027
 OM1384  HISTORY     - 19931122 GOOD             WIDT
 OM1384  HISTORY     - 2001     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'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1385 ***********************************************************************
 OM1385  DESIGNATION -  ASHIPPUN GPS
 OM1385  PID         -  OM1385
 OM1385  STATE/COUNTY-  WI/DODGE
 OM1385  USGS QUAD   -  IXONIA (1971)
 OM1385
 OM1385                         *CURRENT SURVEY CONTROL
 OM1385  ___________________________________________________________________
 OM1385* NAD 83(1997)-  43 11 44.87935(N)    088 30 26.24711(W)     ADJUSTED  
 OM1385* NAVD 88     -       272.688  (meters)     894.64   (feet)  ADJUSTED  
 OM1385  ___________________________________________________________________
 OM1385  X           -     121,320.544 (meters)                     COMP
 OM1385  Y           -  -4,655,684.235 (meters)                     COMP
 OM1385  Z           -   4,343,547.984 (meters)                     COMP
 OM1385  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 OM1385  ELLIP HEIGHT-         238.09  (meters)          (04/02/04) GPS OBS
 OM1385  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 OM1385  DYNAMIC HT  -         272.620 (meters)     894.42  (feet)  COMP
 OM1385  MODELED GRAV-     980,363.7   (mgal)                       NAVD 88
 OM1385  OBS GRAVITY -     980,363.7   (mgal)                       GRAV_OBS
 OM1385
 OM1385  HORZ ORDER  -  FIRST
 OM1385  VERT ORDER  -  SECOND    CLASS I
 OM1385  ELLP ORDER  -  FOURTH    CLASS I
 OM1385
 OM1385.The horizontal coordinates were established by GPS observations
 OM1385.and adjusted by the WI DEPT OF TRANSP in April 2004..
 OM1385
 OM1385.The orthometric height was determined by differential leveling
 OM1385.and adjusted by the National Geodetic Survey in February 2004..
 OM1385
 OM1385.Photographs are available 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 DEFLEC99 derived deflections.
 OM1385
 OM1385.The ellipsoidal height was determined by GPS observations
 OM1385.and is referenced to NAD 83.
 OM1385
 OM1385.The geoid height was determined by GEOID03.
 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.The observed gravity was obtained from relative gravimeter ties
 OM1385.to the IGSN71 gravity network.
 OM1385
 OM1385;                    North         East     Units Scale Factor Converg.
 OM1385;SPC WI S     -   133,927.539   721,315.860   MT  0.99993894   +1 01 32.3
 OM1385;SPC WI S     -   439,393.93  2,366,517.12   sFT  0.99993894   +1 01 32.3
 OM1385;UTM  16      - 4,783,661.175   377,533.118   MT  0.99978450   -1 01 54.7
 OM1385
 OM1385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1385!SPC WI S     -   0.99996266  x   0.99993894  =   0.99990161
 OM1385!UTM  16      -   0.99996266  x   0.99978450  =   0.99974717
 OM1385
 OM1385                          SUPERSEDED SURVEY CONTROL
 OM1385
 OM1385  NAVD 88 (04/02/04)  272.69   (m)          894.7    (f) LEVELING    3  
 OM1385
 OM1385.Superseded values are not recommended for survey control.
 OM1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1385.See file dsdata.txt to determine how the superseded data were derived.
 OM1385
 OM1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7753383661(NAD 83)
 OM1385_MARKER: DD = SURVEY DISK
 OM1385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1385_SP_SET: CONCRETE POST
 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 - 2001
 OM1385
 OM1385  HISTORY     - Date     Condition        Report By
 OM1385  HISTORY     - 1992     MONUMENTED       WI-027
 OM1385  HISTORY     - 19931122 GOOD             WIDT
 OM1385  HISTORY     - 2001     GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9771 ***********************************************************************
 DF9771  DESIGNATION -  ASHIPPUN GPS AZ MK
 DF9771  PID         -  DF9771
 DF9771  STATE/COUNTY-  WI/WAUKESHA
 DF9771  USGS QUAD   -  IXONIA (1971)
 DF9771
 DF9771                         *CURRENT SURVEY CONTROL
 DF9771  ___________________________________________________________________
 DF9771* NAD 83(1986)-  43 11 20.     (N)    088 30 27.     (W)     SCALED    
 DF9771* NAVD 88     -       270.139  (meters)     886.28   (feet)  ADJUSTED  
 DF9771  ___________________________________________________________________
 DF9771  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 DF9771  DYNAMIC HT  -         270.072 (meters)     886.06  (feet)  COMP
 DF9771  MODELED GRAV-     980,363.0   (mgal)                       NAVD 88
 DF9771
 DF9771  VERT ORDER  -  SECOND    CLASS I
 DF9771
 DF9771.The horizontal coordinates were scaled from a topographic map and have
 DF9771.an estimated accuracy of +/- 6 seconds.
 DF9771
 DF9771.The orthometric height was determined by differential leveling
 DF9771.and adjusted by the National Geodetic Survey in February 2004..
 DF9771
 DF9771.The geoid height was determined by GEOID03.
 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     -   133,160.      721,310.      MT  (+/- 180 meters Scaled)
 DF9771
 DF9771                          SUPERSEDED SURVEY CONTROL
 DF9771
 DF9771.No superseded survey control is available for this station.
 DF9771
 DF9771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN775828(NAD 83)
 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 - 2001
 DF9771
 DF9771  HISTORY     - Date     Condition        Report By
 DF9771  HISTORY     - 1992     MONUMENTED       WI-027
 DF9771  HISTORY     - 2001     GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1383 ***********************************************************************
 OM1383  DESIGNATION -  ASHIPPUN W GPS
 OM1383  PID         -  OM1383
 OM1383  STATE/COUNTY-  WI/DODGE
 OM1383  USGS QUAD   -  IXONIA (1971)
 OM1383
 OM1383                         *CURRENT SURVEY CONTROL
 OM1383  ___________________________________________________________________
 OM1383* NAD 83(1997)-  43 14 57.44548(N)    088 31 45.34890(W)     ADJUSTED  
 OM1383* NAVD 88     -       277.001  (meters)     908.79   (feet)  ADJUSTED  
 OM1383  ___________________________________________________________________
 OM1383  X           -     119,430.718 (meters)                     COMP
 OM1383  Y           -  -4,651,664.975 (meters)                     COMP
 OM1383  Z           -   4,347,881.461 (meters)                     COMP
 OM1383  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 OM1383  ELLIP HEIGHT-         242.34  (meters)          (04/02/04) GPS OBS
 OM1383  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 OM1383  DYNAMIC HT  -         276.933 (meters)     908.57  (feet)  COMP
 OM1383  MODELED GRAV-     980,369.4   (mgal)                       NAVD 88
 OM1383  OBS GRAVITY -     980,366.4   (mgal)                       GRAV_OBS
 OM1383
 OM1383  HORZ ORDER  -  FIRST
 OM1383  VERT ORDER  -  SECOND    CLASS I
 OM1383  ELLP ORDER  -  FOURTH    CLASS I
 OM1383
 OM1383.The horizontal coordinates were established by GPS observations
 OM1383.and adjusted by the WI DEPT OF TRANSP in April 2004..
 OM1383
 OM1383.The orthometric height was determined by differential leveling
 OM1383.and adjusted by the National Geodetic Survey in February 2004..
 OM1383
 OM1383.Photographs are available 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 DEFLEC99 derived deflections.
 OM1383
 OM1383.The ellipsoidal height was determined by GPS observations
 OM1383.and is referenced to NAD 83.
 OM1383
 OM1383.The geoid height was determined by GEOID03.
 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.The observed gravity was obtained from relative gravimeter ties
 OM1383.to the IGSN71 gravity network.
 OM1383
 OM1383;                    North         East     Units Scale Factor Converg.
 OM1383;SPC WI S     -   139,837.160   719,425.473   MT  0.99993605   +1 00 38.0
 OM1383;SPC WI S     -   458,782.42  2,360,315.07   sFT  0.99993605   +1 00 38.0
 OM1383;UTM  16      - 4,789,633.971   375,856.424   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  =   0.99989805
 OM1383!UTM  16      -   0.99996200  x   0.99978958  =   0.99975159
 OM1383
 OM1383                          SUPERSEDED SURVEY CONTROL
 OM1383
 OM1383  NAVD 88 (04/02/04)  277.00   (m)          908.8    (f) LEVELING    3  
 OM1383
 OM1383.Superseded values are not recommended for survey control.
 OM1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1383.See file dsdata.txt to determine how the superseded data were derived.
 OM1383
 OM1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7585689634(NAD 83)
 OM1383_MARKER: DD = SURVEY DISK
 OM1383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1383_SP_SET: CONCRETE POST
 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 - 2001
 OM1383
 OM1383  HISTORY     - Date     Condition        Report By
 OM1383  HISTORY     - 1992     MONUMENTED       WI-027
 OM1383  HISTORY     - 19931122 GOOD             WIDT
 OM1383  HISTORY     - 2001     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9572 ***********************************************************************
 DF9572  DESIGNATION -  ASHIPPUN W GPS AZ MK
 DF9572  PID         -  DF9572
 DF9572  STATE/COUNTY-  WI/DODGE
 DF9572  USGS QUAD   -  HUSTISFORD (1980)
 DF9572
 DF9572                         *CURRENT SURVEY CONTROL
 DF9572  ___________________________________________________________________
 DF9572* NAD 83(1986)-  43 15 21.     (N)    088 31 51.     (W)     SCALED    
 DF9572* NAVD 88     -       288.532  (meters)     946.63   (feet)  ADJUSTED  
 DF9572  ___________________________________________________________________
 DF9572  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 DF9572  DYNAMIC HT  -         288.462 (meters)     946.40  (feet)  COMP
 DF9572  MODELED GRAV-     980,370.1   (mgal)                       NAVD 88
 DF9572
 DF9572  VERT ORDER  -  SECOND    CLASS I
 DF9572
 DF9572.The horizontal coordinates were scaled from a topographic map and have
 DF9572.an estimated accuracy of +/- 6 seconds.
 DF9572
 DF9572.The orthometric height was determined by differential leveling
 DF9572.and adjusted by the National Geodetic Survey in February 2004..
 DF9572
 DF9572.The geoid height was determined by GEOID03.
 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     -   140,560.      719,290.      MT  (+/- 180 meters Scaled)
 DF9572
 DF9572                          SUPERSEDED SURVEY CONTROL
 DF9572
 DF9572.No superseded survey control is available for this station.
 DF9572
 DF9572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN757903(NAD 83)
 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 SUITABLE FOR
 DF9572+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DF9572
 DF9572  HISTORY     - Date     Condition        Report By
 DF9572  HISTORY     - 1992     MONUMENTED       WI-027
 DF9572  HISTORY     - 2002     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1281 ***********************************************************************
 NH1281  DESIGNATION -  ASHLAND
 NH1281  PID         -  NH1281
 NH1281  STATE/COUNTY-  WI/ROCK
 NH1281  USGS QUAD   -  SHOPIERE (1976)
 NH1281
 NH1281                         *CURRENT SURVEY CONTROL
 NH1281  ___________________________________________________________________
 NH1281* NAD 83(1991)-  42 32 13.70900(N)    088 56 08.68355(W)     ADJUSTED  
 NH1281* NAVD 88     -       261.     (meters)     856.     (feet)  SCALED    
 NH1281  ___________________________________________________________________
 NH1281  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 NH1281  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 NH1281
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1281
 NH1281.The geoid height was determined by GEOID03.
 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 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 IL E     -   651,941.865   250,512.795   MT  1.00000512   -0 24 26.2
 NH1281;SPC IL E     - 2,138,912.60    821,890.73   sFT  1.00000512   -0 24 26.2
 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     -   0.99996436  x   1.00004533  =   1.00000969
 NH1281!SPC IL W     -   0.99996436  x   1.00006693  =   1.00003129
 NH1281!SPC IL E     -   0.99996436  x   1.00000512  =   0.99996948
 NH1281!UTM  16      -   0.99996436  x   0.99991090  =   0.99987526
 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
 NH1281.Superseded values are not recommended for survey control.
 NH1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1281.See file dsdata.txt to determine how the superseded data were derived.
 NH1281
 NH1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4103911233(NAD 83)
 NH1281_MARKER: DS = TRIANGULATION STATION DISK
 NH1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 RM0733 ***********************************************************************
 RM0733  DESIGNATION -  ASHLAND ABANDONED DISTILL STK
 RM0733  PID         -  RM0733
 RM0733  STATE/COUNTY-  WI/ASHLAND
 RM0733  USGS QUAD   -  ASHLAND WEST (1975)
 RM0733
 RM0733                         *CURRENT SURVEY CONTROL
 RM0733  ___________________________________________________________________
 RM0733* NAD 83(1991)-  46 34 53.52340(N)    090 54 12.59988(W)     ADJUSTED  
 RM0733* NAVD 88     -                                                        
 RM0733  ___________________________________________________________________
 RM0733  LAPLACE CORR-          -4.74  (seconds)                    DEFLEC99
 RM0733  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 RM0733
 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
 RM0733.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0733
 RM0733.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 RM0733
 RM0733  NAD 83(1991)-  46 34 53.52332(N)    090 54 12.59981(W) AD(       ) 4
 RM0733  NAD 83(1986)-  46 34 53.51775(N)    090 54 12.59487(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0733.See file dsdata.txt to determine how the superseded data were derived.
 RM0733
 RM0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6062660798(NAD 83)
 RM0733_MARKER: 63 = STACK
 RM0733
 RM0733  HISTORY     - Date     Condition        Report By
 RM0733  HISTORY     - 1939     FIRST OBSERVED   CGS
 RM0733  HISTORY     - 20020617 GOOD             USPSQD
 RM0733  HISTORY     - 20031221 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0744 ***********************************************************************
 RM0744  DESIGNATION -  ASHLAND AM BLACK GRANITE STK
 RM0744  PID         -  RM0744
 RM0744  STATE/COUNTY-  WI/ASHLAND
 RM0744  USGS QUAD   -  ASHLAND WEST (1975)
 RM0744
 RM0744                         *CURRENT SURVEY CONTROL
 RM0744  ___________________________________________________________________
 RM0744* NAD 83(1991)-  46 34 45.44289(N)    090 54 14.76915(W)     ADJUSTED  
 RM0744* NAVD 88     -                                                        
 RM0744  ___________________________________________________________________
 RM0744  LAPLACE CORR-          -4.78  (seconds)                    DEFLEC99
 RM0744  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 RM0744
 RM0744  HORZ ORDER  -  THIRD
 RM0744
 RM0744.The horizontal coordinates were established by classical geodetic methods
 RM0744.and adjusted by the National Geodetic Survey in March 1999..
 RM0744
 RM0744
 RM0744.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0744
 RM0744.The geoid height was determined by GEOID03.
 RM0744
 RM0744;                    North         East     Units Scale Factor Converg.
 RM0744;SPC WI N     -   157,403.237   530,703.194   MT  0.99997112   -0 39 07.9
 RM0744;SPC WI N     -   516,413.79  1,741,148.73   sFT  0.99997112   -0 39 07.9
 RM0744;UTM  15      - 5,160,547.619   660,586.308   MT  0.99991698   +1 31 21.5
 RM0744
 RM0744                          SUPERSEDED SURVEY CONTROL
 RM0744
 RM0744  NAD 83(1991)-  46 34 45.44280(N)    090 54 14.76910(W) AD(       ) 4
 RM0744  NAD 83(1986)-  46 34 45.43723(N)    090 54 14.76411(W) AD(       ) 4
 RM0744  NAD 27      -  46 34 45.63300(N)    090 54 14.07800(W) AD(       ) 3
 RM0744
 RM0744.Superseded values are not recommended for survey control.
 RM0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0744.See file dsdata.txt to determine how the superseded data were derived.
 RM0744
 RM0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6058660548(NAD 83)
 RM0744_MARKER: 63 = STACK
 RM0744
 RM0744  HISTORY     - Date     Condition        Report By
 RM0744  HISTORY     - 1939     FIRST OBSERVED   CGS
 RM0744  HISTORY     - 20020617 MARK NOT FOUND   USPSQD
 RM0744  HISTORY     - 20031221 MARK NOT FOUND   USPSQD
 RM0744
 RM0744                          STATION DESCRIPTION
 RM0744
 RM0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 RM0744'THIS IS THE STACK AT THE AMERICAN BLACK GRANITE CO., AND IS
 RM0744'LOCATED AT THIRD STREET AND EIGHTEENTH AVENUE IN THE CITY OF
 RM0744'ASHLAND.  IT IS A CONCRETE STACK 150 FEET HIGH.
 RM0744'
 RM0744'THE CENTER OF THE STACK WAS OBSERVED UPON FROM TRIANGULATION
 RM0744'STATIONS NASH (NO. 91 U.S.E.), CLUB, HANSON AND ELLIS.
 RM0744
 RM0744                          STATION RECOVERY (2002)
 RM0744
 RM0744'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0744'MARK NOT FOUND.
 RM0744
 RM0744                          STATION RECOVERY (2003)
 RM0744
 RM0744'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0744'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0743 ***********************************************************************
 RM0743  DESIGNATION -  ASHLAND BEASER GRAMMAR SCH CUP
 RM0743  PID         -  RM0743
 RM0743  STATE/COUNTY-  WI/ASHLAND
 RM0743  USGS QUAD   -  ASHLAND WEST (1975)
 RM0743
 RM0743                         *CURRENT SURVEY CONTROL
 RM0743  ___________________________________________________________________
 RM0743* NAD 83(1991)-  46 34 52.99685(N)    090 53 38.65087(W)     ADJUSTED  
 RM0743* NAVD 88     -                                                        
 RM0743  ___________________________________________________________________
 RM0743  LAPLACE CORR-          -4.44  (seconds)                    DEFLEC99
 RM0743  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 RM0743
 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
 RM0743.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0743
 RM0743.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 RM0743
 RM0743  NAD 83(1991)-  46 34 52.99677(N)    090 53 38.65078(W) AD(       ) 4
 RM0743  NAD 83(1986)-  46 34 52.99119(N)    090 53 38.64582(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0743.See file dsdata.txt to determine how the superseded data were derived.
 RM0743
 RM0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6134960801(NAD 83)
 RM0743_MARKER: 86 = CUPOLA
 RM0743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0743+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2002
 RM0743
 RM0743  HISTORY     - Date     Condition        Report By
 RM0743  HISTORY     - 1939     FIRST OBSERVED   CGS
 RM0743  HISTORY     - 20020617 GOOD             USPSQD
 RM0743  HISTORY     - 20031221 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0721 ***********************************************************************
 RM0721  DESIGNATION -  ASHLAND BREAKWATER LIGHTHOUSE
 RM0721  PID         -  RM0721
 RM0721  STATE/COUNTY-  WI/ASHLAND
 RM0721  USGS QUAD   -  LONG ISLAND (1964)
 RM0721
 RM0721                         *CURRENT SURVEY CONTROL
 RM0721  ___________________________________________________________________
 RM0721* NAD 83(1991)-  46 37 41.28683(N)    090 52 13.60209(W)     ADJUSTED  
 RM0721* NAVD 88     -                                                        
 RM0721  ___________________________________________________________________
 RM0721  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 RM0721  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 RM0721
 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
 RM0721.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0721
 RM0721.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 RM0721
 RM0721  NAD 83(1991)-  46 37 41.28690(N)    090 52 13.60188(W) AD(       ) 4
 RM0721  NAD 83(1986)-  46 37 41.28126(N)    090 52 13.59684(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0721.See file dsdata.txt to determine how the superseded data were derived.
 RM0721
 RM0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6301866044(NAD 83)
 RM0721_MARKER: 13 = LIGHTHOUSE
 RM0721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0721+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2002
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 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  USGS QUAD   -  ASHLAND WEST (1975)
 RM0890
 RM0890                         *CURRENT SURVEY CONTROL
 RM0890  ___________________________________________________________________
 RM0890* NAD 83(1997)-  46 33 05.94211(N)    090 54 57.26652(W)     ADJUSTED  
 RM0890* NAVD 88     -       250.77   (meters)     822.7    (feet)  GPS OBS   
 RM0890  ___________________________________________________________________
 RM0890  X           -     -70,240.239 (meters)                     COMP
 RM0890  Y           -  -4,393,595.443 (meters)                     COMP
 RM0890  Z           -   4,607,789.969 (meters)                     COMP
 RM0890  LAPLACE CORR-          -5.46  (seconds)                    DEFLEC99
 RM0890  ELLIP HEIGHT-         219.31  (meters)          (04/28/99) GPS OBS
 RM0890  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 RM0890
 RM0890  HORZ ORDER  -  A
 RM0890  ELLP ORDER  -  THIRD     CLASS I
 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 April 1999..
 RM0890
 RM0890.The orthometric height was determined by GPS observations and a
 RM0890.high-resolution geoid model.
 RM0890
 RM0890.GPS derived orthometric heights for airport stations designated as
 RM0890.PACS or SACS are published to 2 decimal places.  This maintains
 RM0890.centimeter relative accuracy between the PACS and SACS.  It does
 RM0890.not indicate centimeter accuracy relative to other marks which are
 RM0890.part of the NAVD 88 network.
 RM0890
 RM0890.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RM0890
 RM0890.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0890
 RM0890.The ellipsoidal height was determined by GPS observations
 RM0890.and is referenced to NAD 83.
 RM0890
 RM0890.The geoid height was determined by GEOID03.
 RM0890
 RM0890;                    North         East     Units Scale Factor Converg.
 RM0890;SPC WI N     -   154,341.474   529,763.001   MT  0.99996777   -0 39 38.6
 RM0890;SPC WI N     -   506,368.65  1,738,064.11   sFT  0.99996777   -0 39 38.6
 RM0890;UTM  15      - 5,157,452.554   659,763.006   MT  0.99991374   +1 30 48.1
 RM0890
 RM0890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0890!SPC WI N     -   0.99996562  x   0.99996777  =   0.99993339
 RM0890!UTM  15      -   0.99996562  x   0.99991374  =   0.99987937
 RM0890
 RM0890                          SUPERSEDED SURVEY CONTROL
 RM0890
 RM0890  NAD 83(1991)-  46 33 05.94202(N)    090 54 57.26465(W) AD(       ) B
 RM0890  ELLIP H (06/11/91)  219.31   (m)                       GP(       ) 4 1
 RM0890  NGVD 29 (06/11/91)  250.6    (m)          822.     (f) GPS OBS        
 RM0890
 RM0890.Superseded values are not recommended for survey control.
 RM0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0890.See file dsdata.txt to determine how the superseded data were derived.
 RM0890
 RM0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM5976357453(NAD 83)
 RM0890_MARKER: DH = HORIZONTAL CONTROL DISK
 RM0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0890_SP_SET: CONCRETE POST
 RM0890_STAMPING: ASHLAND GPS 1989
 RM0890_MARK LOGO: NGS   
 RM0890_PROJECTION: FLUSH
 RM0890_MAGNETIC: N = NO MAGNETIC MATERIAL
 RM0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0890+STABILITY: SURFACE MOTION
 RM0890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0890+SATELLITE: SATELLITE OBSERVATIONS - December 03, 1997
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0735 ***********************************************************************
 RM0735  DESIGNATION -  ASHLAND HIGH SCHOOL CUPOLA
 RM0735  PID         -  RM0735
 RM0735  STATE/COUNTY-  WI/ASHLAND
 RM0735  USGS QUAD   -  ASHLAND WEST (1975)
 RM0735
 RM0735                         *CURRENT SURVEY CONTROL
 RM0735  ___________________________________________________________________
 RM0735* NAD 83(1991)-  46 35 04.35862(N)    090 52 33.59513(W)     ADJUSTED  
 RM0735* NAVD 88     -                                                        
 RM0735  ___________________________________________________________________
 RM0735  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 RM0735  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 RM0735
 RM0735  HORZ ORDER  -  THIRD
 RM0735
 RM0735.The horizontal coordinates were established by classical geodetic methods
 RM0735.and adjusted by the National Geodetic Survey in March 1999..
 RM0735
 RM0735
 RM0735.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0735
 RM0735.The geoid height was determined by GEOID03.
 RM0735
 RM0735;                    North         East     Units Scale Factor Converg.
 RM0735;SPC WI N     -   157,963.136   532,863.628   MT  0.99997178   -0 37 54.9
 RM0735;SPC WI N     -   518,250.72  1,748,236.75   sFT  0.99997178   -0 37 54.9
 RM0735;UTM  15      - 5,161,189.073   662,723.830   MT  0.99992548   +1 32 35.5
 RM0735
 RM0735                          SUPERSEDED SURVEY CONTROL
 RM0735
 RM0735  NAD 83(1991)-  46 35 04.35854(N)    090 52 33.59498(W) AD(       ) 4
 RM0735  NAD 83(1986)-  46 35 04.35294(N)    090 52 33.59001(W) AD(       ) 4
 RM0735  NAD 27      -  46 35 04.54800(N)    090 52 32.90600(W) AD(       ) 3
 RM0735
 RM0735.Superseded values are not recommended for survey control.
 RM0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0735.See file dsdata.txt to determine how the superseded data were derived.
 RM0735
 RM0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6272461189(NAD 83)
 RM0735_MARKER: 86 = CUPOLA
 RM0735
 RM0735  HISTORY     - Date     Condition        Report By
 RM0735  HISTORY     - 1939     FIRST OBSERVED   CGS
 RM0735  HISTORY     - 1989     GOOD             USPSQD
 RM0735  HISTORY     - 20020617 MARK NOT FOUND   USPSQD
 RM0735  HISTORY     - 20031221 MARK NOT FOUND   USPSQD
 RM0735
 RM0735                          STATION DESCRIPTION
 RM0735
 RM0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 RM0735'THIS IS THE CUPOLA ON THE CENTER OF THE ASHLAND HIGH SCHOOL
 RM0735'LOCATED AT ELLIS AVENUE AND ELEVENTH STREET.  THE TIP OF THE
 RM0735'CUPOLA WAS OBSERVED UPON FROM TRIANGULATION STATIONS CLUB,
 RM0735'ELLIS, HANSON AND NASH (NO. 91 U.S.E.).
 RM0735
 RM0735                          STATION RECOVERY (1989)
 RM0735
 RM0735'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RM0735'RECOVERED IN GOOD CONDITION.
 RM0735
 RM0735                          STATION RECOVERY (2002)
 RM0735
 RM0735'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0735'MARK NOT FOUND.
 RM0735
 RM0735                          STATION RECOVERY (2003)
 RM0735
 RM0735'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0735'NOT FOUND.  THE ASHLAND SCHOOL IS NOW THE ASHLAND MIDDLE SCHOOL WHICH
 RM0735'IS LOCATED ON THE EAST SIDE OF ELLIS AVENUE ON ELEVENTH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0738 ***********************************************************************
 RM0738  DESIGNATION -  ASHLAND HOLY FAMILY CATH CH
 RM0738  PID         -  RM0738
 RM0738  STATE/COUNTY-  WI/ASHLAND
 RM0738  USGS QUAD   -  ASHLAND WEST (1975)
 RM0738
 RM0738                         *CURRENT SURVEY CONTROL
 RM0738  ___________________________________________________________________
 RM0738* NAD 83(1991)-  46 35 41.86501(N)    090 52 38.93416(W)     ADJUSTED  
 RM0738* NAVD 88     -                                                        
 RM0738  ___________________________________________________________________
 RM0738  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 RM0738  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 RM0738
 RM0738  HORZ ORDER  -  THIRD
 RM0738
 RM0738.The horizontal coordinates were established by classical geodetic methods
 RM0738.and adjusted by the National Geodetic Survey in March 1999..
 RM0738
 RM0738
 RM0738.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0738
 RM0738.The geoid height was determined by GEOID03.
 RM0738
 RM0738;                    North         East     Units Scale Factor Converg.
 RM0738;SPC WI N     -   159,122.432   532,762.765   MT  0.99997312   -0 37 58.8
 RM0738;SPC WI N     -   522,054.18  1,747,905.84   sFT  0.99997312   -0 37 58.8
 RM0738;UTM  15      - 5,162,343.651   662,579.044   MT  0.99992490   +1 32 32.6
 RM0738
 RM0738                          SUPERSEDED SURVEY CONTROL
 RM0738
 RM0738  NAD 83(1991)-  46 35 41.86498(N)    090 52 38.93401(W) AD(       ) 4
 RM0738  NAD 83(1986)-  46 35 41.85933(N)    090 52 38.92902(W) AD(       ) 4
 RM0738  NAD 27      -  46 35 42.05400(N)    090 52 38.24600(W) AD(       ) 3
 RM0738
 RM0738.Superseded values are not recommended for survey control.
 RM0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0738.See file dsdata.txt to determine how the superseded data were derived.
 RM0738
 RM0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6257962344(NAD 83)
 RM0738_MARKER: 90 = CHURCH SPIRE
 RM0738
 RM0738  HISTORY     - Date     Condition        Report By
 RM0738  HISTORY     - 1939     FIRST OBSERVED   CGS
 RM0738  HISTORY     - 1989     GOOD             USPSQD
 RM0738  HISTORY     - 19970626 GOOD             USPSQD
 RM0738  HISTORY     - 20020617 MARK NOT FOUND   USPSQD
 RM0738  HISTORY     - 20031221 MARK NOT FOUND   USPSQD
 RM0738
 RM0738                          STATION DESCRIPTION
 RM0738
 RM0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 RM0738'THIS IS THE SPIRE ON THE HOLY FAMILY CATHOLIC CHURCH WHICH
 RM0738'IS LOCATED AT FRONT STREET AND WILLIS AVENUE IN THE CITY
 RM0738'OF ASHLAND.  THE TIP OF THE SPIRE WAS OBSERVED UPON FROM
 RM0738'TRIANGULATION STATIONS SWAN, CLUB, HANSON, ELLIS AND NASH
 RM0738'(NO. 91 U.S.E.).
 RM0738
 RM0738                          STATION RECOVERY (1989)
 RM0738
 RM0738'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RM0738'RECOVERED IN GOOD CONDITION.
 RM0738
 RM0738                          STATION RECOVERY (1997)
 RM0738
 RM0738'RECOVERY NOTE BY US POWER SQUADRON 1997
 RM0738'RECOVERED IN GOOD CONDITION.
 RM0738
 RM0738                          STATION RECOVERY (2002)
 RM0738
 RM0738'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0738'MARK NOT FOUND.
 RM0738
 RM0738                          STATION RECOVERY (2003)
 RM0738
 RM0738'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0738'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0747 ***********************************************************************
 RM0747  DESIGNATION -  ASHLAND LAKE SUPERIOR PWR STK
 RM0747  PID         -  RM0747
 RM0747  STATE/COUNTY-  WI/ASHLAND
 RM0747  USGS QUAD   -  ASHLAND WEST (1975)
 RM0747
 RM0747                         *CURRENT SURVEY CONTROL
 RM0747  ___________________________________________________________________
 RM0747* NAD 83(1991)-  46 35 13.99044(N)    090 54 05.02930(W)     ADJUSTED  
 RM0747* NAVD 88     -                                                        
 RM0747  ___________________________________________________________________
 RM0747  LAPLACE CORR-          -4.67  (seconds)                    DEFLEC99
 RM0747  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 RM0747
 RM0747  HORZ ORDER  -  THIRD
 RM0747
 RM0747.The horizontal coordinates were established by classical geodetic methods
 RM0747.and adjusted by the National Geodetic Survey in March 1999..
 RM0747
 RM0747
 RM0747.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0747
 RM0747.The geoid height was determined by GEOID03.
 RM0747
 RM0747;                    North         East     Units Scale Factor Converg.
 RM0747;SPC WI N     -   158,282.305   530,920.559   MT  0.99997212   -0 39 00.9
 RM0747;SPC WI N     -   519,297.86  1,741,861.87   sFT  0.99997212   -0 39 00.9
 RM0747;UTM  15      - 5,161,434.254   660,770.145   MT  0.99991771   +1 31 29.3
 RM0747
 RM0747                          SUPERSEDED SURVEY CONTROL
 RM0747
 RM0747  NAD 83(1991)-  46 35 13.99037(N)    090 54 05.02923(W) AD(       ) 4
 RM0747  NAD 83(1986)-  46 35 13.98480(N)    090 54 05.02419(W) AD(       ) 4
 RM0747  NAD 27      -  46 35 14.17600(N)    090 54 04.32900(W) AD(       ) 3
 RM0747
 RM0747.Superseded values are not recommended for survey control.
 RM0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0747.See file dsdata.txt to determine how the superseded data were derived.
 RM0747
 RM0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6077061434(NAD 83)
 RM0747_MARKER: 63 = STACK
 RM0747
 RM0747  HISTORY     - Date     Condition        Report By
 RM0747  HISTORY     - 1939     FIRST OBSERVED   CGS
 RM0747  HISTORY     - 20020617 MARK NOT FOUND   USPSQD
 RM0747  HISTORY     - 20031221 MARK NOT FOUND   USPSQD
 RM0747
 RM0747                          STATION DESCRIPTION
 RM0747
 RM0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 RM0747'THIS IS THE STACK AT THE POWER PLANT OF THE LAKE SUPERIOR
 RM0747'DISTRICT POWER COMPANY, LOCATED AT THE NORTH EDGE OF TOWN ON
 RM0747'THE SHORE OF LAKE SUPERIOR.  IT IS A CONCRETE STACK ABOUT
 RM0747'218 FEET HIGH AND IS THE TALLER OF TWO STACKS AT THE PLANT.
 RM0747'
 RM0747'THE CENTER OF THE STACK WAS OBSERVED UPON FROM TRIANGULATION
 RM0747'STATIONS NASH (NO. 91 U.S.E.), CLUB, HANSON AND ELLIS.
 RM0747
 RM0747                          STATION RECOVERY (2002)
 RM0747
 RM0747'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0747'MARK NOT FOUND.
 RM0747
 RM0747                          STATION RECOVERY (2003)
 RM0747
 RM0747'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0747'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0737 ***********************************************************************
 RM0737  DESIGNATION -  ASHLAND ST AGNES CATH CHURCH
 RM0737  PID         -  RM0737
 RM0737  STATE/COUNTY-  WI/ASHLAND
 RM0737  USGS QUAD   -  ASHLAND WEST (1975)
 RM0737
 RM0737                         *CURRENT SURVEY CONTROL
 RM0737  ___________________________________________________________________
 RM0737* NAD 83(1991)-  46 35 35.85814(N)    090 52 56.68793(W)     ADJUSTED  
 RM0737* NAVD 88     -                                                        
 RM0737  ___________________________________________________________________
 RM0737  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 RM0737  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 RM0737
 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
 RM0737.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0737
 RM0737.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 RM0737
 RM0737  NAD 83(1991)-  46 35 35.85810(N)    090 52 56.68779(W) AD(       ) 4
 RM0737  NAD 83(1986)-  46 35 35.85250(N)    090 52 56.68278(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0737.See file dsdata.txt to determine how the superseded data were derived.
 RM0737
 RM0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6220662148(NAD 83)
 RM0737_MARKER: 90 = CHURCH SPIRE
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0746 ***********************************************************************
 RM0746  DESIGNATION -  ASHLAND ST JOSEPH HOSP CUP
 RM0746  PID         -  RM0746
 RM0746  STATE/COUNTY-  WI/ASHLAND
 RM0746  USGS QUAD   -  ASHLAND WEST (1975)
 RM0746
 RM0746                         *CURRENT SURVEY CONTROL
 RM0746  ___________________________________________________________________
 RM0746* NAD 83(1991)-  46 35 36.64763(N)    090 52 50.46685(W)     ADJUSTED  
 RM0746* NAVD 88     -                                                        
 RM0746  ___________________________________________________________________
 RM0746  LAPLACE CORR-          -3.98  (seconds)                    DEFLEC99
 RM0746  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 RM0746
 RM0746  HORZ ORDER  -  THIRD
 RM0746
 RM0746.The horizontal coordinates were established by classical geodetic methods
 RM0746.and adjusted by the National Geodetic Survey in March 1999..
 RM0746
 RM0746
 RM0746.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0746
 RM0746.The geoid height was determined by GEOID03.
 RM0746
 RM0746;                    North         East     Units Scale Factor Converg.
 RM0746;SPC WI N     -   158,964.058   532,515.518   MT  0.99997293   -0 38 07.1
 RM0746;SPC WI N     -   521,534.58  1,747,094.66   sFT  0.99997293   -0 38 07.1
 RM0746;UTM  15      - 5,162,176.014   662,337.999   MT  0.99992394   +1 32 24.0
 RM0746
 RM0746                          SUPERSEDED SURVEY CONTROL
 RM0746
 RM0746  NAD 83(1991)-  46 35 36.64759(N)    090 52 50.46670(W) AD(       ) 4
 RM0746  NAD 83(1986)-  46 35 36.64198(N)    090 52 50.46171(W) AD(       ) 4
 RM0746  NAD 27      -  46 35 36.83700(N)    090 52 49.77700(W) AD(       ) 3
 RM0746
 RM0746.Superseded values are not recommended for survey control.
 RM0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0746.See file dsdata.txt to determine how the superseded data were derived.
 RM0746
 RM0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6233862176(NAD 83)
 RM0746_MARKER: 86 = CUPOLA
 RM0746
 RM0746  HISTORY     - Date     Condition        Report By
 RM0746  HISTORY     - 1939     FIRST OBSERVED   CGS
 RM0746  HISTORY     - 19970626 MARK NOT FOUND   USPSQD
 RM0746  HISTORY     - 20020617 MARK NOT FOUND   USPSQD
 RM0746  HISTORY     - 20031221 MARK NOT FOUND   USPSQD
 RM0746
 RM0746                          STATION DESCRIPTION
 RM0746
 RM0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 RM0746'THIS IS A TALL CUPOLA ON THE ST. JOSEPH HOSPITAL WHICH IS
 RM0746'LOCATED AT FRONT STREET AND THIRD STREET IN THE CITY OF
 RM0746'ASHLAND.  THE TIP OF THE CUPOLA AT THE BASE OF THE CROSS WAS
 RM0746'OBSERVED UPON FROM TRIANGULATION STATIONS CLUB, ELLIS, HANSON
 RM0746'AND NASH (NO. 91 U.S.E.).
 RM0746
 RM0746                          STATION RECOVERY (1997)
 RM0746
 RM0746'RECOVERY NOTE BY US POWER SQUADRON 1997
 RM0746'MARK NOT FOUND.
 RM0746
 RM0746                          STATION RECOVERY (2002)
 RM0746
 RM0746'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0746'MARK NOT FOUND.
 RM0746
 RM0746                          STATION RECOVERY (2003)
 RM0746
 RM0746'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0746'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0749 ***********************************************************************
 RM0749  DESIGNATION -  ASHLAND SWEDISH EVAN LUTH CH
 RM0749  PID         -  RM0749
 RM0749  STATE/COUNTY-  WI/ASHLAND
 RM0749  USGS QUAD   -  ASHLAND WEST (1975)
 RM0749
 RM0749                         *CURRENT SURVEY CONTROL
 RM0749  ___________________________________________________________________
 RM0749* NAD 83(1991)-  46 35 02.69063(N)    090 53 25.67043(W)     ADJUSTED  
 RM0749* NAVD 88     -                                                        
 RM0749  ___________________________________________________________________
 RM0749  LAPLACE CORR-          -4.28  (seconds)                    DEFLEC99
 RM0749  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 RM0749
 RM0749  HORZ ORDER  -  THIRD
 RM0749
 RM0749.The horizontal coordinates were established by classical geodetic methods
 RM0749.and adjusted by the National Geodetic Survey in March 1999..
 RM0749
 RM0749
 RM0749.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0749
 RM0749.The geoid height was determined by GEOID03.
 RM0749
 RM0749;                    North         East     Units Scale Factor Converg.
 RM0749;SPC WI N     -   157,923.964   531,754.474   MT  0.99997172   -0 38 32.5
 RM0749;SPC WI N     -   518,122.21  1,744,597.80   sFT  0.99997172   -0 38 32.5
 RM0749;UTM  15      - 5,161,107.837   661,617.015   MT  0.99992107   +1 31 57.6
 RM0749
 RM0749                          SUPERSEDED SURVEY CONTROL
 RM0749
 RM0749  NAD 83(1991)-  46 35 02.69056(N)    090 53 25.67034(W) AD(       ) 4
 RM0749  NAD 83(1986)-  46 35 02.68498(N)    090 53 25.66536(W) AD(       ) 4
 RM0749  NAD 27      -  46 35 02.88000(N)    090 53 24.98100(W) AD(       ) 3
 RM0749
 RM0749.Superseded values are not recommended for survey control.
 RM0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0749.See file dsdata.txt to determine how the superseded data were derived.
 RM0749
 RM0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6161761108(NAD 83)
 RM0749_MARKER: 90 = CHURCH SPIRE
 RM0749
 RM0749  HISTORY     - Date     Condition        Report By
 RM0749  HISTORY     - 1939     FIRST OBSERVED   CGS
 RM0749  HISTORY     - 20020617 MARK NOT FOUND   USPSQD
 RM0749  HISTORY     - 20031221 MARK NOT FOUND   USPSQD
 RM0749
 RM0749                          STATION DESCRIPTION
 RM0749
 RM0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 RM0749'THIS IS THE SPIRE OF THE SW. EVANGELICAL LUTHERAN CHURCH OF
 RM0749'ASHLAND, AND IS LOCATED AT SIXTH STREET AND NINTH AVENUE WEST,
 RM0749'IN THE SOUTHEAST PART OF TOWN.  IT IS A WHITE WOODEN BUILDING
 RM0749'WITH THE 80-FOOT SPIRE ON THE EAST FRONT.
 RM0749'
 RM0749'THE TIP OF THE SPIRE WAS OBSERVED UPON FROM TRIANGULATION
 RM0749'STATIONS CLUB, HANSON, ELLIS AND NASH (NO. 91 U.S.E.).
 RM0749
 RM0749                          STATION RECOVERY (2002)
 RM0749
 RM0749'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0749'MARK NOT FOUND.
 RM0749
 RM0749                          STATION RECOVERY (2003)
 RM0749
 RM0749'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0749'THE CHURCH AT THE LOCATION IS A RELATIVELY NEW BUILDING WITHOUT A
 RM0749'SPIRE NOW NAMED THE SHARON LUTHERAN CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0741 ***********************************************************************
 RM0741  DESIGNATION -  ASHLAND ZION EVAN LUTH CHURCH
 RM0741  PID         -  RM0741
 RM0741  STATE/COUNTY-  WI/ASHLAND
 RM0741  USGS QUAD   -  ASHLAND WEST (1975)
 RM0741
 RM0741                         *CURRENT SURVEY CONTROL
 RM0741  ___________________________________________________________________
 RM0741* NAD 83(1991)-  46 35 13.23331(N)    090 52 45.93190(W)     ADJUSTED  
 RM0741* NAVD 88     -                                                        
 RM0741  ___________________________________________________________________
 RM0741  LAPLACE CORR-          -3.90  (seconds)                    DEFLEC99
 RM0741  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 RM0741
 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
 RM0741.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0741
 RM0741.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 RM0741
 RM0741  NAD 83(1991)-  46 35 13.23324(N)    090 52 45.93175(W) AD(       ) 4
 RM0741  NAD 83(1986)-  46 35 13.22764(N)    090 52 45.92676(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0741.See file dsdata.txt to determine how the superseded data were derived.
 RM0741
 RM0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6245461456(NAD 83)
 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 = OCTOBER  7, 2006
 OM1147 ***********************************************************************
 OM1147  DESIGNATION -  ASHTON ST PETERS CATH CH SPIRE
 OM1147  PID         -  OM1147
 OM1147  STATE/COUNTY-  WI/DANE
 OM1147  USGS QUAD   -  SPRINGFIELD CORNERS (1969)
 OM1147
 OM1147                         *CURRENT SURVEY CONTROL
 OM1147  ___________________________________________________________________
 OM1147* NAD 83(1991)-  43 08 24.15465(N)    089 32 27.91747(W)     ADJUSTED  
 OM1147* NAVD 88     -                                                        
 OM1147  ___________________________________________________________________
 OM1147  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 OM1147  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 OM1147
 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
 OM1147.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1147
 OM1147.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 OM1147
 OM1147  NAD 83(1986)-  43 08 24.14565(N)    089 32 27.91769(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1147.See file dsdata.txt to determine how the superseded data were derived.
 OM1147
 OM1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9334779501(NAD 83)
 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 = OCTOBER  7, 2006
 PN0895 ***********************************************************************
 PN0895  DESIGNATION -  ASHWAUBENON MUNICIPAL TANK
 PN0895  PID         -  PN0895
 PN0895  STATE/COUNTY-  WI/BROWN
 PN0895  USGS QUAD   -  DE PERE (1992)
 PN0895
 PN0895                         *CURRENT SURVEY CONTROL
 PN0895  ___________________________________________________________________
 PN0895* NAD 83(1991)-  44 29 19.65156(N)    088 02 36.07736(W)     ADJUSTED  
 PN0895* NAVD 88     -                                                        
 PN0895  ___________________________________________________________________
 PN0895  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 PN0895  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PN0895
 PN0895  HORZ ORDER  -  THIRD
 PN0895
 PN0895.The horizontal coordinates were established by classical geodetic methods
 PN0895.and adjusted by the National Geodetic Survey in November 1991..
 PN0895
 PN0895
 PN0895.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0895
 PN0895.The geoid height was determined by GEOID03.
 PN0895
 PN0895;                    North         East     Units Scale Factor Converg.
 PN0895;SPC WI C     -    74,708.211   755,620.190   MT  0.99996343   +1 22 50.0
 PN0895;SPC WI C     -   245,105.19  2,479,063.91   sFT  0.99996343   +1 22 50.0
 PN0895;SPC WI S     -   278,328.737   755,644.273   MT  1.00011317   +1 20 39.9
 PN0895;SPC WI S     -   913,150.20  2,479,142.92   sFT  1.00011317   +1 20 39.9
 PN0895;UTM  16      - 4,926,693.593   417,039.661   MT  0.99968464   -0 43 52.3
 PN0895
 PN0895                          SUPERSEDED SURVEY CONTROL
 PN0895
 PN0895  NAD 83(1986)-  44 29 19.64367(N)    088 02 36.06420(W) AD(       ) 4
 PN0895  NAD 27      -  44 29 19.66900(N)    088 02 35.69200(W) AD(       ) 3
 PN0895
 PN0895.Superseded values are not recommended for survey control.
 PN0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0895.See file dsdata.txt to determine how the superseded data were derived.
 PN0895
 PN0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1704026694(NAD 83)
 PN0895_MARKER: 51 = TANK
 PN0895
 PN0895  HISTORY     - Date     Condition        Report By
 PN0895  HISTORY     - 1953     FIRST OBSERVED   CGS
 PN0895  HISTORY     - 1976     GOOD             NGS
 PN0895  HISTORY     - 20021116 MARK NOT FOUND   USPSQD
 PN0895
 PN0895                          STATION DESCRIPTION
 PN0895
 PN0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PN0895'STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL WATER TANK,
 PN0895'LOCATED IN THE NORTH SECTION OF ASHWAUBENON ABOUT 150 FEET
 PN0895'SOUTHWEST OF THE INTERSECTION OF MORRIS AVENUE AND FOX RIVER
 PN0895'STREET (U.S. HIGHWAY 41 AND STATE HIGHWAY 32).  IT IS A STEEL
 PN0895'TANK, SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE, IS PAINTED
 PN0895'SILVER AND IS ABOUT 125 FEET IN HEIGHT OVER-ALL.
 PN0895
 PN0895                          STATION RECOVERY (1976)
 PN0895
 PN0895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JWB)
 PN0895'RECOVERED AS DESCRIBED.
 PN0895
 PN0895                          STATION RECOVERY (2002)
 PN0895
 PN0895'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0895'NOT RECOVERED.  THE TANK HAS BEEN TORN DOWN AND THE LOCATION IS NOW AN
 PN0895'EMPTY LOT.  A NEW TANK WAS CONSTRUCTED AT A DIFFERENT LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0900 ***********************************************************************
 PN0900  DESIGNATION -  ASHWAUBENON RED OWL STORES TK
 PN0900  PID         -  PN0900
 PN0900  STATE/COUNTY-  WI/BROWN
 PN0900  USGS QUAD   -  DE PERE (1992)
 PN0900
 PN0900                         *CURRENT SURVEY CONTROL
 PN0900  ___________________________________________________________________
 PN0900* NAD 83(1991)-  44 28 59.01763(N)    088 03 09.29774(W)     ADJUSTED  
 PN0900* NAVD 88     -                                                        
 PN0900  ___________________________________________________________________
 PN0900  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 PN0900  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PN0900
 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
 PN0900.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0900
 PN0900.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 PN0900
 PN0900  NAD 83(1986)-  44 28 59.00982(N)    088 03 09.28461(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0900.See file dsdata.txt to determine how the superseded data were derived.
 PN0900
 PN0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1629826066(NAD 83)
 PN0900_MARKER: 51 = TANK
 PN0900_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  7, 2006
 AB8454 ***********************************************************************
 AB8454  DESIGNATION -  ASSEMBLY
 AB8454  PID         -  AB8454
 AB8454  STATE/COUNTY-  WI/BURNETT
 AB8454  USGS QUAD   -  TRADE LAKE (1983)
 AB8454
 AB8454                         *CURRENT SURVEY CONTROL
 AB8454  ___________________________________________________________________
 AB8454* NAD 83(1997)-  45 43 44.40580(N)    092 35 51.47399(W)     ADJUSTED  
 AB8454* NAVD 88     -       290.7    (meters)     954.     (feet)  GPS OBS   
 AB8454  ___________________________________________________________________
 AB8454  X           -    -202,140.292 (meters)                     COMP
 AB8454  Y           -  -4,455,538.999 (meters)                     COMP
 AB8454  Z           -   4,544,461.411 (meters)                     COMP
 AB8454  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 AB8454  ELLIP HEIGHT-         263.83  (meters)          (01/30/03) GPS OBS
 AB8454  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AB8454
 AB8454  HORZ ORDER  -  FIRST
 AB8454  ELLP ORDER  -  FOURTH    CLASS I
 AB8454
 AB8454.The horizontal coordinates were established by GPS observations
 AB8454.and adjusted by the National Geodetic Survey in January 2003..
 AB8454
 AB8454.The orthometric height was determined by GPS observations and a
 AB8454.high-resolution geoid model.
 AB8454
 AB8454.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8454
 AB8454.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8454
 AB8454.The ellipsoidal height was determined by GPS observations
 AB8454.and is referenced to NAD 83.
 AB8454
 AB8454.The geoid height was determined by GEOID03.
 AB8454
 AB8454;                    North         East     Units Scale Factor Converg.
 AB8454;SPC WI N     -    65,806.042   397,839.993   MT  0.99997449   -1 52 25.9
 AB8454;SPC WI N     -   215,898.66  1,305,246.71   sFT  0.99997449   -1 52 25.9
 AB8454;UTM  15      - 5,064,017.147   531,308.058   MT  0.99961205   +0 17 17.2
 AB8454
 AB8454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8454!SPC WI N     -   0.99995864  x   0.99997449  =   0.99993313
 AB8454!UTM  15      -   0.99995864  x   0.99961205  =   0.99957071
 AB8454
 AB8454                          SUPERSEDED SURVEY CONTROL
 AB8454
 AB8454  NAD 83(1991)-  45 43 44.40541(N)    092 35 51.47205(W) AD(       ) 1
 AB8454  ELLIP H (12/09/96)  263.86   (m)                       GP(       ) 4 1
 AB8454
 AB8454.Superseded values are not recommended for survey control.
 AB8454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8454.See file dsdata.txt to determine how the superseded data were derived.
 AB8454
 AB8454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL3130864017(NAD 83)
 AB8454_MARKER: DD = SURVEY DISK
 AB8454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8454_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8454+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB8454
 AB8454  HISTORY     - Date     Condition        Report By
 AB8454  HISTORY     - 1993     MONUMENTED       WI-013
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1264 ***********************************************************************
 PN1264  DESIGNATION -  ASTRO
 PN1264  PID         -  PN1264
 PN1264  STATE/COUNTY-  WI/WOOD
 PN1264  USGS QUAD   -  WISCONSIN RAPIDS SOUTH (1984)
 PN1264
 PN1264                         *CURRENT SURVEY CONTROL
 PN1264  ___________________________________________________________________
 PN1264* NAD 83(1991)-  44 17 04.67685(N)    089 48 36.60643(W)     ADJUSTED  
 PN1264* NAVD 88     -       305.4    (meters)    1002.     (feet)  VERTCON   
 PN1264  ___________________________________________________________________
 PN1264  LAPLACE CORR-          -5.70  (seconds)                    DEFLEC99
 PN1264  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 PN1264
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1264
 PN1264.The geoid height was determined by GEOID03.
 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     -   0.99995764  x   0.99999363  =   0.99995127
 PN1264!SPC WI S     -   0.99995764  x   1.00005158  =   1.00000922
 PN1264!UTM  16      -   0.99995764  x   1.00021836  =   1.00017600
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1264.See file dsdata.txt to determine how the superseded data were derived.
 PN1264
 PN1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7577507328(NAD 83)
 PN1264_MARKER: DE = TRAVERSE STATION DISK
 PN1264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1264_SP_SET: 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 = OCTOBER  7, 2006
 PM0460 ***********************************************************************
 PM0460  DESIGNATION -  ASYLUM
 PM0460  PID         -  PM0460
 PM0460  STATE/COUNTY-  WI/MANITOWOC
 PM0460  USGS QUAD   -  MANITOWOC (1973)
 PM0460
 PM0460                         *CURRENT SURVEY CONTROL
 PM0460  ___________________________________________________________________
 PM0460* NAD 83(1991)-  44 04 29.55596(N)    087 42 03.54345(W)     ADJUSTED  
 PM0460* NAVD 88     -       206.     (meters)     676.     (feet)  SCALED    
 PM0460  ___________________________________________________________________
 PM0460  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 PM0460  GEOID HEIGHT-         -36.10  (meters)                     GEOID03
 PM0460
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0460
 PM0460.The geoid height was determined by GEOID03.
 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     -   0.99997336  x   1.00000168  =   0.99997504
 PM0460!UTM  16      -   0.99997336  x   0.99963875  =   0.99961212
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0460.See file dsdata.txt to determine how the superseded data were derived.
 PM0460
 PM0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4387080428(NAD 83)
 PM0460_MARKER: DS = TRIANGULATION STATION DISK
 PM0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 PM0466 ***********************************************************************
 PM0466  DESIGNATION -  ASYLUM 2
 PM0466  PID         -  PM0466
 PM0466  STATE/COUNTY-  WI/MANITOWOC
 PM0466  USGS QUAD   -  MANITOWOC (1973)
 PM0466
 PM0466                         *CURRENT SURVEY CONTROL
 PM0466  ___________________________________________________________________
 PM0466* NAD 83(1991)-  44 04 31.18677(N)    087 42 04.16704(W)     ADJUSTED  
 PM0466* NAVD 88     -       206.     (meters)     676.     (feet)  SCALED    
 PM0466  ___________________________________________________________________
 PM0466  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 PM0466  GEOID HEIGHT-         -36.10  (meters)                     GEOID03
 PM0466
 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.No horizontal observational check was made to the station.
 PM0466
 PM0466.The orthometric height was scaled from a topographic map.
 PM0466
 PM0466.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0466
 PM0466.The geoid height was determined by GEOID03.
 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     -   0.99997336  x   1.00000177  =   0.99997513
 PM0466!UTM  16      -   0.99997336  x   0.99963877  =   0.99961214
 PM0466
 PM0466:                Primary Azimuth Mark                     Grid Az
 PM0466:SPC WI S     -  MANITOWOC RADIO STA WOMT MAST            022 52 24.6
 PM0466:UTM  16      -  MANITOWOC RADIO STA WOMT MAST            024 56 26.9
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0466.See file dsdata.txt to determine how the superseded data were derived.
 PM0466
 PM0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4385680479(NAD 83)
 PM0466_MARKER: DS = TRIANGULATION STATION DISK
 PM0466_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 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 = OCTOBER  7, 2006
 QM0609 ***********************************************************************
 QM0609  DESIGNATION -  ATHELSTANE
 QM0609  PID         -  QM0609
 QM0609  STATE/COUNTY-  WI/MARINETTE
 QM0609  USGS QUAD   -  LEHMAN LAKE (1972)
 QM0609
 QM0609                         *CURRENT SURVEY CONTROL
 QM0609  ___________________________________________________________________
 QM0609* NAD 83(1991)-  45 24 03.74419(N)    088 07 38.08709(W)     ADJUSTED  
 QM0609* NAVD 88     -       296.     (meters)     971.     (feet)  SCALED    
 QM0609  ___________________________________________________________________
 QM0609  LAPLACE CORR-          -4.77  (seconds)                    DEFLEC99
 QM0609  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 QM0609
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0609
 QM0609.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0609.See file dsdata.txt to determine how the superseded data were derived.
 QM0609
 QM0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1177828120(NAD 83)
 QM0609_MARKER: DS = TRIANGULATION STATION DISK
 QM0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 QN0480 ***********************************************************************
 QN0480  DESIGNATION -  ATHENS MUNICIPAL TANK
 QN0480  PID         -  QN0480
 QN0480  STATE/COUNTY-  WI/MARATHON
 QN0480  USGS QUAD   -  ATHENS (1981)
 QN0480
 QN0480                         *CURRENT SURVEY CONTROL
 QN0480  ___________________________________________________________________
 QN0480* NAD 83(1991)-  45 02 03.51686(N)    090 04 34.42362(W)     ADJUSTED  
 QN0480* NAVD 88     -                                                        
 QN0480  ___________________________________________________________________
 QN0480  LAPLACE CORR-          -7.61  (seconds)                    DEFLEC99
 QN0480  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 QN0480
 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
 QN0480.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0480
 QN0480.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 QN0480
 QN0480  NAD 83(1986)-  45 02 03.51553(N)    090 04 34.42873(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0480.See file dsdata.txt to determine how the superseded data were derived.
 QN0480
 QN0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK3030090921(NAD 83)
 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 = OCTOBER  7, 2006
 QN0479 ***********************************************************************
 QN0479  DESIGNATION -  ATHENS ST ANTHONYS CATH CH
 QN0479  PID         -  QN0479
 QN0479  STATE/COUNTY-  WI/MARATHON
 QN0479  USGS QUAD   -  ATHENS (1981)
 QN0479
 QN0479                         *CURRENT SURVEY CONTROL
 QN0479  ___________________________________________________________________
 QN0479* NAD 83(1991)-  45 01 57.33525(N)    090 04 33.19549(W)     ADJUSTED  
 QN0479* NAVD 88     -                                                        
 QN0479  ___________________________________________________________________
 QN0479  LAPLACE CORR-          -7.60  (seconds)                    DEFLEC99
 QN0479  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 QN0479
 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
 QN0479.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0479
 QN0479.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 QN0479
 QN0479  NAD 83(1986)-  45 01 57.33394(N)    090 04 33.20059(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0479.See file dsdata.txt to determine how the superseded data were derived.
 QN0479
 QN0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK3033490731(NAD 83)
 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 = OCTOBER  7, 2006
 QM0210 ***********************************************************************
 QM0210  DESIGNATION -  ATKINS
 QM0210  PID         -  QM0210
 QM0210  STATE/COUNTY-  WI/FOREST
 QM0210  USGS QUAD   -  MONICO NE (1981)
 QM0210
 QM0210                         *CURRENT SURVEY CONTROL
 QM0210  ___________________________________________________________________
 QM0210* NAD 83(1991)-  45 39 52.26117(N)    089 01 59.86759(W)     ADJUSTED  
 QM0210* NAVD 88     -       511.916  (meters)    1679.51   (feet)  ADJUSTED  
 QM0210  ___________________________________________________________________
 QM0210  LAPLACE CORR-          -4.43  (seconds)                    DEFLEC99
 QM0210  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 QM0210  DYNAMIC HT  -         511.885 (meters)    1679.41  (feet)  COMP
 QM0210  MODELED GRAV-     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
 QM0210.and adjusted by the National Geodetic Survey in June 1991..
 QM0210
 QM0210.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0210
 QM0210.The geoid height was determined by GEOID03.
 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;                    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     -   0.99992488  x   0.99998368  =   0.99990856
 QM0210!UTM  16      -   0.99992488  x   0.99990844  =   0.99983333
 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|---------------------------------------------------------------------|
 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  NGVD 29 (??/??/92)  511.898  (m)         1679.45   (f) ADJ UNCH    1 2
 QM0210
 QM0210.Superseded values are not recommended for survey control.
 QM0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0210.See file dsdata.txt to determine how the superseded data were derived.
 QM0210
 QM0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR4160958785(NAD 83)
 QM0210_MARKER: DS = TRIANGULATION STATION DISK
 QM0210_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QM0210_SP_SET: RAIL
 QM0210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0210
 QM0210  HISTORY     - Date     Condition        Report By
 QM0210  HISTORY     - 1921     MONUMENTED       CGS
 QM0210  HISTORY     - 1922     GOOD             NGS
 QM0210  HISTORY     - 1934     MARK NOT FOUND   NGS
 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 NATIONAL 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 NATIONAL 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 = OCTOBER  7, 2006
 OM1134 ***********************************************************************
 OM1134  DESIGNATION -  ATT MICRO TWR 4 MI N MERRIMAC
 OM1134  PID         -  OM1134
 OM1134  STATE/COUNTY-  WI/SAUK
 OM1134  USGS QUAD   -  BARABOO (1981)
 OM1134
 OM1134                         *CURRENT SURVEY CONTROL
 OM1134  ___________________________________________________________________
 OM1134* NAD 83(1991)-  43 25 50.02298(N)    089 38 53.58326(W)     ADJUSTED  
 OM1134* NAVD 88     -                                                        
 OM1134  ___________________________________________________________________
 OM1134  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 OM1134  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 OM1134
 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
 OM1134.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1134
 OM1134.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 OM1134
 OM1134  NAD 83(1986)-  43 25 50.01587(N)    089 38 53.58890(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1134.See file dsdata.txt to determine how the superseded data were derived.
 OM1134
 OM1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP8565712036(NAD 83)
 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 = OCTOBER  7, 2006
 NH1388 ***********************************************************************
 NH1388  DESIGNATION -  ATTICA
 NH1388  PID         -  NH1388
 NH1388  STATE/COUNTY-  WI/GREEN
 NH1388  USGS QUAD   -  ATTICA (1971)
 NH1388
 NH1388                         *CURRENT SURVEY CONTROL
 NH1388  ___________________________________________________________________
 NH1388* NAD 83(1991)-  42 45 53.05491(N)    089 29 13.39512(W)     ADJUSTED  
 NH1388* NAVD 88     -       300.     (meters)     984.     (feet)  SCALED    
 NH1388  ___________________________________________________________________
 NH1388  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 NH1388  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 NH1388
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1388
 NH1388.The geoid height was determined by GEOID03.
 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     -   0.99995827  x   0.99999382  =   0.99995209
 NH1388!UTM  16      -   0.99995827  x   1.00010947  =   1.00006774
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1388.See file dsdata.txt to determine how the superseded data were derived.
 NH1388
 NH1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9650837690(NAD 83)
 NH1388_MARKER: DS = TRIANGULATION STATION DISK
 NH1388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 AA4614 ***********************************************************************
 AA4614  SACS        -  This is a Secondary Airport Control Station.
 AA4614  DESIGNATION -  ATW AP 1965 STA B
 AA4614  PID         -  AA4614
 AA4614  STATE/COUNTY-  WI/OUTAGAMIE
 AA4614  USGS QUAD   -  GREENVILLE (1992)
 AA4614
 AA4614                         *CURRENT SURVEY CONTROL
 AA4614  ___________________________________________________________________
 AA4614* NAD 83(1997)-  44 15 38.98623(N)    088 31 47.89212(W)     ADJUSTED  
 AA4614* NAVD 88     -       278.76   (+/-2cm)     914.6    (feet)  VERTCON   
 AA4614  ___________________________________________________________________
 AA4614  X           -     117,379.329 (meters)                     COMP
 AA4614  Y           -  -4,573,964.168 (meters)                     COMP
 AA4614  Z           -   4,429,062.879 (meters)                     COMP
 AA4614  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 AA4614  ELLIP HEIGHT-         242.50  (meters)          (05/03/99) GPS OBS
 AA4614  GEOID HEIGHT-         -36.33  (meters)                     GEOID03
 AA4614
 AA4614  HORZ ORDER  -  FIRST
 AA4614  VERT ORDER  -  THIRD ? (See Below)
 AA4614  ELLP ORDER  -  FOURTH    CLASS I
 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 May 1999..
 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 NAVD 88 network.
 AA4614.The vertical order pertains to the NGVD 29 superseded value.
 AA4614
 AA4614.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4614
 AA4614.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4614
 AA4614.The ellipsoidal height was determined by GPS observations
 AA4614.and is referenced to NAD 83.
 AA4614
 AA4614.The geoid height was determined by GEOID03.
 AA4614
 AA4614;                    North         East     Units Scale Factor Converg.
 AA4614;SPC WI C     -    48,565.173   717,381.103   MT  0.99999797   +1 02 14.0
 AA4614;SPC WI C     -   159,334.24  2,353,607.84   sFT  0.99999797   +1 02 14.0
 AA4614;UTM  16      - 4,901,981.413   377,874.266   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                          SUPERSEDED SURVEY CONTROL
 AA4614
 AA4614  NAD 83(1991)-  44 15 38.98537(N)    088 31 47.89085(W) AD(       ) 1
 AA4614  ELLIP H (09/30/94)  242.61   (m)                       GP(       ) 4 2
 AA4614  NGVD 29 (09/30/94)  278.79   (m)          914.7    (f) LEVELING    3  
 AA4614
 AA4614.Superseded values are not recommended for survey control.
 AA4614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4614.See file dsdata.txt to determine how the superseded data were derived.
 AA4614
 AA4614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ7787401981(NAD 83)
 AA4614_MARKER: Z = SEE DESCRIPTION
 AA4614_SETTING: 0 = UNSPECIFIED SETTING
 AA4614_STAMPING: ATW 1965 STA B
 AA4614_MARK LOGO: NOS   
 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 = OCTOBER  7, 2006
 AA4613 ***********************************************************************
 AA4613  PACS        -  This is a Primary Airport Control Station.
 AA4613  DESIGNATION -  ATW ARP RESET
 AA4613  PID         -  AA4613
 AA4613  STATE/COUNTY-  WI/OUTAGAMIE
 AA4613  USGS QUAD   -  GREENVILLE (1992)
 AA4613
 AA4613                         *CURRENT SURVEY CONTROL
 AA4613  ___________________________________________________________________
 AA4613* NAD 83(1997)-  44 15 30.24897(N)    088 31 14.04819(W)     ADJUSTED  
 AA4613* NAVD 88     -       268.69   (+/-2cm)     881.5    (feet)  VERTCON   
 AA4613  ___________________________________________________________________
 AA4613  X           -     118,134.496 (meters)                     COMP
 AA4613  Y           -  -4,574,125.775 (meters)                     COMP
 AA4613  Z           -   4,428,862.680 (meters)                     COMP
 AA4613  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 AA4613  ELLIP HEIGHT-         232.40  (meters)          (05/03/99) GPS OBS
 AA4613  GEOID HEIGHT-         -36.33  (meters)                     GEOID03
 AA4613
 AA4613  HORZ ORDER  -  B
 AA4613  VERT ORDER  -  THIRD ? (See Below)
 AA4613  ELLP ORDER  -  FOURTH    CLASS I
 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 May 1999..
 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 NAVD 88 network.
 AA4613.The vertical order pertains to the NGVD 29 superseded value.
 AA4613
 AA4613.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4613
 AA4613.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4613
 AA4613.The ellipsoidal height was determined by GPS observations
 AA4613.and is referenced to NAD 83.
 AA4613
 AA4613.The geoid height was determined by GEOID03.
 AA4613
 AA4613;                    North         East     Units Scale Factor Converg.
 AA4613;SPC WI C     -    48,309.167   718,136.605   MT  0.99999842   +1 02 37.9
 AA4613;SPC WI C     -   158,494.33  2,356,086.51   sFT  0.99999842   +1 02 37.9
 AA4613;UTM  16      - 4,901,697.889   378,619.693   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                          SUPERSEDED SURVEY CONTROL
 AA4613
 AA4613  NAD 83(1991)-  44 15 30.24811(N)    088 31 14.04693(W) AD(       ) B
 AA4613  ELLIP H (09/30/94)  232.51   (m)                       GP(       ) 4 2
 AA4613  NGVD 29 (09/30/94)  268.72   (m)          881.6    (f) LEVELING    3  
 AA4613
 AA4613.Superseded values are not recommended for survey control.
 AA4613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4613.See file dsdata.txt to determine how the superseded data were derived.
 AA4613
 AA4613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ7862001698(NAD 83)
 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 = OCTOBER  7, 2006
 RM0755 ***********************************************************************
 RM0755  DESIGNATION -  ATWOOD
 RM0755  PID         -  RM0755
 RM0755  STATE/COUNTY-  WI/BAYFIELD
 RM0755  USGS QUAD   -  YORK ISLAND (1964)
 RM0755
 RM0755                         *CURRENT SURVEY CONTROL
 RM0755  ___________________________________________________________________
 RM0755* NAD 83(1991)-  46 52 50.65459(N)    090 46 16.55154(W)     ADJUSTED  
 RM0755* NAVD 88     -       186.4    (meters)     612.     (feet)  VERTCON   
 RM0755  ___________________________________________________________________
 RM0755  LAPLACE CORR-          -4.74  (seconds)                    DEFLEC99
 RM0755  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 RM0755
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0755
 RM0755.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0755.See file dsdata.txt to determine how the superseded data were derived.
 RM0755
 RM0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6981594322(NAD 83)
 RM0755_MARKER: DS = TRIANGULATION STATION DISK
 RM0755_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  7, 2006
 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  USGS QUAD   -  KEWASKUM (1974)
 AI5969
 AI5969                         *CURRENT SURVEY CONTROL
 AI5969  ___________________________________________________________________
 AI5969* NAD 83(1997)-  43 37 11.31670(N)    088 11 24.81939(W)     ADJUSTED  
 AI5969* NAVD 88     -       303.90   (meters)     997.0    (feet)  GPS OBS   
 AI5969  ___________________________________________________________________
 AI5969  X           -     146,060.490 (meters)                     COMP
 AI5969  Y           -  -4,622,606.867 (meters)                     COMP
 AI5969  Z           -   4,377,793.251 (meters)                     COMP
 AI5969  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AI5969  ELLIP HEIGHT-         268.69  (meters)          (11/17/00) GPS OBS
 AI5969  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 AI5969
 AI5969  HORZ ORDER  -  FIRST
 AI5969  ELLP ORDER  -  THIRD     CLASS II
 AI5969
 AI5969.The horizontal coordinates were established by GPS observations
 AI5969.and adjusted by the National Geodetic Survey in July 2000..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5969
 AI5969.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5969
 AI5969.The ellipsoidal height was determined by GPS observations
 AI5969.and is referenced to NAD 83.
 AI5969
 AI5969.The geoid height was determined by GEOID03.
 AI5969
 AI5969;                    North         East     Units Scale Factor Converg.
 AI5969;SPC WI S     -   181,531.481   746,058.376   MT  0.99993981   +1 14 36.6
 AI5969;SPC WI S     -   595,574.53  2,447,693.19   sFT  0.99993981   +1 14 36.6
 AI5969;UTM  16      - 4,830,335.579   403,966.983   MT  0.99971344   -0 49 16.2
 AI5969
 AI5969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5969!SPC WI S     -   0.99995787  x   0.99993981  =   0.99989768
 AI5969!UTM  16      -   0.99995787  x   0.99971344  =   0.99967132
 AI5969
 AI5969                          SUPERSEDED SURVEY CONTROL
 AI5969
 AI5969  ELLIP H (07/06/00)  268.69   (m)                       GP(       ) 2 1
 AI5969
 AI5969.Superseded values are not recommended for survey control.
 AI5969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5969.See file dsdata.txt to determine how the superseded data were derived.
 AI5969
 AI5969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0396730336(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5969+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2005
 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
 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' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI5970 ***********************************************************************
 AI5970  DESIGNATION -  AUBURN W GPS
 AI5970  PID         -  AI5970
 AI5970  STATE/COUNTY-  WI/FOND DU LAC
 AI5970  USGS QUAD   -  KEWASKUM (1974)
 AI5970
 AI5970                         *CURRENT SURVEY CONTROL
 AI5970  ___________________________________________________________________
 AI5970* NAD 83(1997)-  43 35 08.62210(N)    088 14 25.35230(W)     ADJUSTED  
 AI5970* NAVD 88     -       304.775  (meters)     999.92   (feet)  ADJUSTED  
 AI5970  ___________________________________________________________________
 AI5970  X           -     142,094.719 (meters)                     COMP
 AI5970  Y           -  -4,625,343.965 (meters)                     COMP
 AI5970  Z           -   4,375,051.721 (meters)                     COMP
 AI5970  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 AI5970  ELLIP HEIGHT-         269.62  (meters)          (11/17/00) GPS OBS
 AI5970  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 AI5970  DYNAMIC HT  -         304.706 (meters)     999.69  (feet)  COMP
 AI5970  MODELED GRAV-     980,386.8   (mgal)                       NAVD 88
 AI5970
 AI5970  HORZ ORDER  -  FIRST
 AI5970  VERT ORDER  -  SECOND    CLASS I
 AI5970  ELLP ORDER  -  THIRD     CLASS II
 AI5970
 AI5970.The horizontal coordinates were established by GPS observations
 AI5970.and adjusted by the National Geodetic Survey in July 2000..
 AI5970
 AI5970.The orthometric height was determined by differential leveling
 AI5970.and adjusted by the National Geodetic Survey in October 2000..
 AI5970
 AI5970.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5970
 AI5970.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5970
 AI5970.The ellipsoidal height was determined by GPS observations
 AI5970.and is referenced to NAD 83.
 AI5970
 AI5970.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI5970;SPC WI S     -   177,659.290   742,091.664   MT  0.99993772   +1 12 32.6
 AI5970;SPC WI S     -   582,870.52  2,434,679.07   sFT  0.99993772   +1 12 32.6
 AI5970;UTM  16      - 4,826,609.621   399,864.257   MT  0.99972334   -0 51 18.8
 AI5970
 AI5970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5970!SPC WI S     -   0.99995772  x   0.99993772  =   0.99989544
 AI5970!UTM  16      -   0.99995772  x   0.99972334  =   0.99968107
 AI5970
 AI5970                          SUPERSEDED SURVEY CONTROL
 AI5970
 AI5970  ELLIP H (07/06/00)  269.62   (m)                       GP(       ) 2 1
 AI5970  NAVD 88 (07/06/00)  304.77   (m)          999.9    (f) LEVELING    3  
 AI5970
 AI5970.Superseded values are not recommended for survey control.
 AI5970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5970.See file dsdata.txt to determine how the superseded data were derived.
 AI5970
 AI5970_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9986426610(NAD 83)
 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 - April 22, 2005
 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
 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--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI5971 ***********************************************************************
 AI5971  DESIGNATION -  AUBURN W GPS AZ MK
 AI5971  PID         -  AI5971
 AI5971  STATE/COUNTY-  WI/FOND DU LAC
 AI5971  USGS QUAD   -  KEWASKUM (1974)
 AI5971
 AI5971                         *CURRENT SURVEY CONTROL
 AI5971  ___________________________________________________________________
 AI5971* NAD 83(1986)-  43 34 58.     (N)    088 14 57.     (W)     SCALED    
 AI5971* NAVD 88     -       296.447  (meters)     972.59   (feet)  ADJUSTED  
 AI5971  ___________________________________________________________________
 AI5971  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 AI5971  DYNAMIC HT  -         296.381 (meters)     972.38  (feet)  COMP
 AI5971  MODELED GRAV-     980,386.6   (mgal)                       NAVD 88
 AI5971
 AI5971  VERT ORDER  -  SECOND    CLASS I
 AI5971
 AI5971.The horizontal coordinates were scaled from a topographic map and have
 AI5971.an estimated accuracy of +/- 6 seconds.
 AI5971
 AI5971.The orthometric height was determined by differential leveling
 AI5971.and adjusted by the National Geodetic Survey in October 2000..
 AI5971
 AI5971.The geoid height was determined by GEOID03.
 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     -   177,320.      741,390.      MT  (+/- 180 meters Scaled)
 AI5971
 AI5971                          SUPERSEDED SURVEY CONTROL
 AI5971
 AI5971.No superseded survey control is available for this station.
 AI5971
 AI5971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP991262(NAD 83)
 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 - April 22, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0519 ***********************************************************************
 PO0519  DESIGNATION -  AUBURNDALE RAD STA WLBL
 PO0519  PID         -  PO0519
 PO0519  STATE/COUNTY-  WI/WOOD
 PO0519  USGS QUAD   -  ARPIN (1979)
 PO0519
 PO0519                         *CURRENT SURVEY CONTROL
 PO0519  ___________________________________________________________________
 PO0519* NAD 83(1991)-  44 36 48.26917(N)    090 02 14.59309(W)     ADJUSTED  
 PO0519* NAVD 88     -                                                        
 PO0519  ___________________________________________________________________
 PO0519  LAPLACE CORR-          -6.80  (seconds)                    DEFLEC99
 PO0519  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 PO0519
 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
 PO0519.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0519
 PO0519.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 PO0519
 PO0519  NAD 83(1986)-  44 36 48.26683(N)    090 02 14.59869(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0519.See file dsdata.txt to determine how the superseded data were derived.
 PO0519
 PO0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK3506644277(NAD 83)
 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 = OCTOBER  7, 2006
 PO0640 ***********************************************************************
 PO0640  DESIGNATION -  AUGUSTA
 PO0640  PID         -  PO0640
 PO0640  STATE/COUNTY-  WI/EAU CLAIRE
 PO0640  USGS QUAD   -  AUGUSTA WEST (1964)
 PO0640
 PO0640                         *CURRENT SURVEY CONTROL
 PO0640  ___________________________________________________________________
 PO0640* NAD 83(1991)-  44 41 34.66289(N)    091 09 55.55840(W)     ADJUSTED  
 PO0640* NAVD 88     -       312.4    (meters)    1025.     (feet)  VERTCON   
 PO0640  ___________________________________________________________________
 PO0640  LAPLACE CORR-          -6.78  (seconds)                    DEFLEC99
 PO0640  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 PO0640
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0640
 PO0640.The geoid height was determined by GEOID03.
 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  =   0.99990176
 PO0640!UTM  15      -   0.99995596  x   0.99985984  =   0.99981581
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0640.See file dsdata.txt to determine how the superseded data were derived.
 PO0640
 PO0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK4536250480(NAD 83)
 PO0640_MARKER: DD = SURVEY DISK
 PO0640_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  7, 2006
 PO0629 ***********************************************************************
 PO0629  DESIGNATION -  AUGUSTA MUN TANK
 PO0629  PID         -  PO0629
 PO0629  STATE/COUNTY-  WI/EAU CLAIRE
 PO0629  USGS QUAD   -  AUGUSTA EAST (1984)
 PO0629
 PO0629                         *CURRENT SURVEY CONTROL
 PO0629  ___________________________________________________________________
 PO0629* NAD 83(1991)-  44 40 48.16531(N)    091 07 10.56502(W)     ADJUSTED  
 PO0629* NAVD 88     -                                                        
 PO0629  ___________________________________________________________________
 PO0629  LAPLACE CORR-          -6.81  (seconds)                    DEFLEC99
 PO0629  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 PO0629
 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
 PO0629.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0629
 PO0629.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 PO0629
 PO0629  NAD 83(1986)-  44 40 48.16232(N)    091 07 10.57847(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0629.See file dsdata.txt to determine how the superseded data were derived.
 PO0629
 PO0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK4902749128(NAD 83)
 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 = OCTOBER  7, 2006
 PN0980 ***********************************************************************
 PN0980  DESIGNATION -  AURORA
 PN0980  PID         -  PN0980
 PN0980  STATE/COUNTY-  WI/WAUSHARA
 PN0980  USGS QUAD   -  AURORAVILLE (1961)
 PN0980
 PN0980                         *CURRENT SURVEY CONTROL
 PN0980  ___________________________________________________________________
 PN0980* NAD 83(1991)-  44 01 46.32076(N)    088 54 39.57634(W)     ADJUSTED  
 PN0980* NAVD 88     -       255.     (meters)     837.     (feet)  SCALED    
 PN0980  ___________________________________________________________________
 PN0980  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 PN0980  GEOID HEIGHT-         -36.34  (meters)                     GEOID03
 PN0980
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0980
 PN0980.The geoid height was determined by GEOID03.
 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     -   0.99996572  x   0.99999267  =   0.99995839
 PN0980!UTM  16      -   0.99996572  x   0.99988843  =   0.99985415
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0980.See file dsdata.txt to determine how the superseded data were derived.
 PN0980
 PN0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4686376928(NAD 83)
 PN0980_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PN0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 DE7407 ***********************************************************************
 DE7407  DESIGNATION -  AURORA C GPS
 DE7407  PID         -  DE7407
 DE7407  STATE/COUNTY-  WI/WAUSHARA
 DE7407  USGS QUAD   -  AURORAVILLE (1961)
 DE7407
 DE7407                         *CURRENT SURVEY CONTROL
 DE7407  ___________________________________________________________________
 DE7407* NAD 83(1997)-  44 01 37.01380(N)    088 57 15.57981(W)     ADJUSTED  
 DE7407* NAVD 88     -       239.365  (meters)     785.32   (feet)  ADJUSTED  
 DE7407  ___________________________________________________________________
 DE7407  X           -      83,829.432 (meters)                     COMP
 DE7407  Y           -  -4,592,776.832 (meters)                     COMP
 DE7407  Z           -   4,410,386.134 (meters)                     COMP
 DE7407  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 DE7407  ELLIP HEIGHT-         203.02  (meters)          (06/11/03) GPS OBS
 DE7407  GEOID HEIGHT-         -36.32  (meters)                     GEOID03
 DE7407  DYNAMIC HT  -         239.314 (meters)     785.15  (feet)  COMP
 DE7407  MODELED GRAV-     980,404.4   (mgal)                       NAVD 88
 DE7407
 DE7407  HORZ ORDER  -  FIRST
 DE7407  VERT ORDER  -  SECOND    CLASS I
 DE7407  ELLP ORDER  -  THIRD     CLASS I
 DE7407
 DE7407.The horizontal coordinates were established by GPS observations
 DE7407.and adjusted by the National Geodetic Survey in June 2003..
 DE7407
 DE7407.The orthometric height was determined by differential leveling
 DE7407.and adjusted by the National Geodetic Survey in May 2003..
 DE7407
 DE7407.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7407
 DE7407.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7407
 DE7407.The ellipsoidal height was determined by GPS observations
 DE7407.and is referenced to NAD 83.
 DE7407
 DE7407.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE7407;SPC WI S     -   225,706.954   683,828.569   MT  0.99999217   +0 43 06.5
 DE7407;SPC WI S     -   740,506.90  2,243,527.56   sFT  0.99999217   +0 43 06.5
 DE7407;UTM  16      - 4,876,722.675   343,383.369   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  =   0.99986986
 DE7407
 DE7407                          SUPERSEDED SURVEY CONTROL
 DE7407
 DE7407  NAVD 88 (06/11/03)  239.37   (m)          785.3    (f) LEVELING    3  
 DE7407
 DE7407.Superseded values are not recommended for survey control.
 DE7407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7407.See file dsdata.txt to determine how the superseded data were derived.
 DE7407
 DE7407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4338376723(NAD 83)
 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 = OCTOBER  7, 2006
 DE7406 ***********************************************************************
 DE7406  DESIGNATION -  AURORA C GPS AZ MK
 DE7406  PID         -  DE7406
 DE7406  STATE/COUNTY-  WI/WAUSHARA
 DE7406  USGS QUAD   -  AURORAVILLE (1961)
 DE7406
 DE7406                         *CURRENT SURVEY CONTROL
 DE7406  ___________________________________________________________________
 DE7406* NAD 83(1986)-  44 01 37.     (N)    088 56 52.     (W)     SCALED    
 DE7406* NAVD 88     -       236.354  (meters)     775.44   (feet)  ADJUSTED  
 DE7406  ___________________________________________________________________
 DE7406  GEOID HEIGHT-         -36.33  (meters)                     GEOID03
 DE7406  DYNAMIC HT  -         236.304 (meters)     775.27  (feet)  COMP
 DE7406  MODELED GRAV-     980,404.5   (mgal)                       NAVD 88
 DE7406
 DE7406  VERT ORDER  -  SECOND    CLASS I
 DE7406
 DE7406.The horizontal coordinates were scaled from a topographic map and have
 DE7406.an estimated accuracy of +/- 6 seconds.
 DE7406
 DE7406.The orthometric height was determined by differential leveling
 DE7406.and adjusted by the National Geodetic Survey in May 2003..
 DE7406
 DE7406.The geoid height was determined by GEOID03.
 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     -   225,710.      684,350.      MT  (+/- 180 meters Scaled)
 DE7406
 DE7406                          SUPERSEDED SURVEY CONTROL
 DE7406
 DE7406.No superseded survey control is available for this station.
 DE7406
 DE7406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP439767(NAD 83)
 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 = OCTOBER  7, 2006
 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  USGS QUAD   -  BERLIN (1980)
 DF6062
 DF6062                         *CURRENT SURVEY CONTROL
 DF6062  ___________________________________________________________________
 DF6062* NAD 83(1997)-  43 59 00.02207(N)    088 54 21.27069(W)     ADJUSTED  
 DF6062* NAVD 88     -       250.71   (meters)     822.5    (feet)  GPS OBS   
 DF6062  ___________________________________________________________________
 DF6062  X           -      87,775.076 (meters)                     COMP
 DF6062  Y           -  -4,596,078.309 (meters)                     COMP
 DF6062  Z           -   4,406,908.697 (meters)                     COMP
 DF6062  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 DF6062  ELLIP HEIGHT-         214.42  (meters)          (06/11/03) GPS OBS
 DF6062  GEOID HEIGHT-         -36.28  (meters)                     GEOID03
 DF6062
 DF6062  HORZ ORDER  -  FIRST
 DF6062  ELLP ORDER  -  THIRD     CLASS I
 DF6062
 DF6062.The horizontal coordinates were established by GPS observations
 DF6062.and adjusted by the National Geodetic Survey in June 2003..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6062
 DF6062.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6062
 DF6062.The ellipsoidal height was determined by GPS observations
 DF6062.and is referenced to NAD 83.
 DF6062
 DF6062.The geoid height was determined by GEOID03.
 DF6062
 DF6062;                    North         East     Units Scale Factor Converg.
 DF6062;SPC WI S     -   220,911.753   687,773.554   MT  0.99998414   +0 45 06.3
 DF6062;SPC WI S     -   724,774.64  2,256,470.40   sFT  0.99998414   +0 45 06.3
 DF6062;UTM  16      - 4,871,788.158   347,151.680   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  =   0.99995052
 DF6062!UTM  16      -   0.99996638  x   0.99988735  =   0.99985373
 DF6062
 DF6062                          SUPERSEDED SURVEY CONTROL
 DF6062
 DF6062.No superseded survey control is available for this station.
 DF6062
 DF6062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4715271788(NAD 83)
 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
 DF6062'3 KM NORTHEAST OF BERLIN.  OWNERSHIP--TOWN OF AURORA.  TO REACH THE
 DF6062'STATION FROM THE
 DF6062'JUNCTION OF STATE 49 SOUTH WITH STATE HIGHWAY 91 IN THE CITY OF
 DF6062'BERLIN, GO EAST ON STATE
 DF6062'HIGHWAY 91 FOR 3.1 KM TO WILLARD ROAD, TURN LEFT AND GO NORTH ON
 DF6062'WILLARD ROAD FOR 1.6
 DF6062'KM TO WAUSHARA ROAD AND THE STATION ON THE RIGHT.  THE STATION IS A
 DF6062'BRONZE WISCONSIN
 DF6062'DEPARTMENT OF TRANSPORTATION GPS GEODETIC CONTROL STATION DISK SET IN
 DF6062'THE TOP OF A
 DF6062'41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8 M AND ABOUT LEVEL
 DF6062'WITH THE ROAD
 DF6062'PAVEMENT.  THE STATION IS 8.2 M NORTH OF THE CENTERLINE OF WAUSHARA
 DF6062'STREET, 40.3 M WEST
 DF6062'OF POWER POLE --18-13-306 2/0, 31 M EAST OF THE CENTERLINE OF 36TH
 DF6062'STREET/WILLARD ROAD, 15.7
 DF6062'M EAST OF A WOOD POST FOR A --STOP-- SIGN, 4 M SOUTH OF A CULTIVATED
 DF6062'FIELD, 0.4 M SOUTH OF A
 DF6062'WHITE PLASTIC WITNESS POST, 1.0 M SOUTHEAST, 1.0 M SOUTHWEST, AND 1.0
 DF6062'M NORTH OF THREE
 DF6062'4X4 ORANGE PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO
 DF6062'VISIBLE OBSTRUCTIONS
 DF6062'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR
 DF6062'POWERLINES DIRECTLY
 DF6062'ABOVE THE STATION.
 DF6062' 
 DF6062' 
 DF6062' 
 DF6062' 
 DF6062' 
 DF6062' 
 DF6062' 
 DF6062'
 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 = OCTOBER  7, 2006
 PN0880 ***********************************************************************
 PN0880  DESIGNATION -  AUSTIN 1926
 PN0880  PID         -  PN0880
 PN0880  STATE/COUNTY-  WI/BROWN
 PN0880  USGS QUAD   -  ONEIDA NORTH (1992)
 PN0880
 PN0880                         *CURRENT SURVEY CONTROL
 PN0880  ___________________________________________________________________
 PN0880* NAD 83(1991)-  44 31 10.48423(N)    088 10 08.11769(W)     ADJUSTED  
 PN0880* NAVD 88     -       209.     (meters)     686.     (feet)  SCALED    
 PN0880  ___________________________________________________________________
 PN0880  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 PN0880  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PN0880
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0880
 PN0880.The geoid height was determined by GEOID03.
 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     -   0.99997291  x   0.99995996  =   0.99993287
 PN0880!UTM  16      -   0.99997291  x   0.99970612  =   0.99967904
 PN0880
 PN0880:                Primary Azimuth Mark                     Grid Az
 PN0880:SPC WI C     -  ALICE 1926                               049 16 23.1
 PN0880:UTM  16      -  ALICE 1926                               051 23 04.9
 PN0880
 PN0880|---------------------------------------------------------------------|
 PN0880| PID    Reference Object                     Distance      Geod. Az  |
 PN0880|                                                           dddmmss.s |
 PN0880| PN0878 ALICE 1926                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0880.See file dsdata.txt to determine how the superseded data were derived.
 PN0880
 PN0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0710430248(NAD 83)
 PN0880_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PN0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0880_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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     SEE DESCRIPTION  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 = OCTOBER  7, 2006
 AA4630 ***********************************************************************
 AA4630  SACS        -  This is a Secondary Airport Control Station.
 AA4630  DESIGNATION -  AUW AP 1964 STA A
 AA4630  PID         -  AA4630
 AA4630  STATE/COUNTY-  WI/MARATHON
 AA4630  USGS QUAD   -  WAUSAU EAST (1993)
 AA4630
 AA4630                         *CURRENT SURVEY CONTROL
 AA4630  ___________________________________________________________________
 AA4630* NAD 83(1997)-  44 55 20.60939(N)    089 37 22.05848(W)     ADJUSTED  
 AA4630* NAVD 88     -       362.25   (+/-2cm)    1188.5    (feet)  VERTCON   
 AA4630  ___________________________________________________________________
 AA4630  X           -      29,782.932 (meters)                     COMP
 AA4630  Y           -  -4,523,819.234 (meters)                     COMP
 AA4630  Z           -   4,481,476.994 (meters)                     COMP
 AA4630  LAPLACE CORR-          -5.50  (seconds)                    DEFLEC99
 AA4630  ELLIP HEIGHT-         327.56  (meters)          (05/03/99) GPS OBS
 AA4630  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 AA4630
 AA4630  HORZ ORDER  -  FIRST
 AA4630  VERT ORDER  -  THIRD ? (See Below)
 AA4630  ELLP ORDER  -  FOURTH    CLASS II
 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 May 1999..
 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 NAVD 88 network.
 AA4630.The vertical order pertains to the NGVD 29 superseded value.
 AA4630
 AA4630.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4630
 AA4630.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4630
 AA4630.The ellipsoidal height was determined by GPS observations
 AA4630.and is referenced to NAD 83.
 AA4630
 AA4630.The geoid height was determined by GEOID03.
 AA4630
 AA4630;                    North         East     Units Scale Factor Converg.
 AA4630;SPC WI C     -   121,084.070   629,779.757   MT  0.99994103   +0 15 58.1
 AA4630;SPC WI C     -   397,256.65  2,066,202.42   sFT  0.99994103   +0 15 58.1
 AA4630;UTM  16      - 4,977,675.871   293,004.546   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  =   0.99988968
 AA4630!UTM  16      -   0.99994865  x   1.00012690  =   1.00007554
 AA4630
 AA4630                          SUPERSEDED SURVEY CONTROL
 AA4630
 AA4630  NAD 83(1991)-  44 55 20.60853(N)    089 37 22.05708(W) AD(       ) 1
 AA4630  ELLIP H (11/14/94)  327.58   (m)                       GP(       ) 4 2
 AA4630  NGVD 29 (11/14/94)  362.26   (m)         1188.5    (f) LEVELING    3  
 AA4630
 AA4630.Superseded values are not recommended for survey control.
 AA4630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4630.See file dsdata.txt to determine how the superseded data were derived.
 AA4630
 AA4630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ9300577676(NAD 83)
 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_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 - 1964
 AA4630
 AA4630  HISTORY     - Date     Condition        Report By
 AA4630  HISTORY     - 1964     MONUMENTED       CGS
 AA4630  HISTORY     - 19820723 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4631 ***********************************************************************
 AA4631  SACS        -  This is a Secondary Airport Control Station.
 AA4631  DESIGNATION -  AUW AP 1964 STA B
 AA4631  PID         -  AA4631
 AA4631  STATE/COUNTY-  WI/MARATHON
 AA4631  USGS QUAD   -  WAUSAU WEST (1993)
 AA4631
 AA4631                         *CURRENT SURVEY CONTROL
 AA4631  ___________________________________________________________________
 AA4631* NAD 83(1997)-  44 55 44.91646(N)    089 38 12.70650(W)     ADJUSTED  
 AA4631* NAVD 88     -       363.97   (+/-2cm)    1194.1    (feet)  VERTCON   
 AA4631  ___________________________________________________________________
 AA4631  X           -      28,668.764 (meters)                     COMP
 AA4631  Y           -  -4,523,297.773 (meters)                     COMP
 AA4631  Z           -   4,482,009.548 (meters)                     COMP
 AA4631  LAPLACE CORR-          -5.93  (seconds)                    DEFLEC99
 AA4631  ELLIP HEIGHT-         329.35  (meters)          (05/03/99) GPS OBS
 AA4631  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 AA4631
 AA4631  HORZ ORDER  -  FIRST
 AA4631  VERT ORDER  -  THIRD ? (See Below)
 AA4631  ELLP ORDER  -  FOURTH    CLASS II
 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 May 1999..
 AA4631.No horizontal observational check was made to the station.
 AA4631
 AA4631.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4631
 AA4631.GPS derived orthometric heights for airport stations designated as
 AA4631.PACS or SACS are published to 2 decimal places.  This maintains
 AA4631.centimeter relative accuracy between the PACS and SACS.  It does
 AA4631.not indicate centimeter accuracy relative to other marks which are
 AA4631.part of the NAVD 88 network.
 AA4631.The vertical order pertains to the NGVD 29 superseded value.
 AA4631
 AA4631.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4631
 AA4631.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4631
 AA4631.The ellipsoidal height was determined by GPS observations
 AA4631.and is referenced to NAD 83.
 AA4631
 AA4631.The geoid height was determined by GEOID03.
 AA4631
 AA4631;                    North         East     Units Scale Factor Converg.
 AA4631;SPC WI C     -   121,829.303   628,665.694   MT  0.99994113   +0 15 22.4
 AA4631;SPC WI C     -   399,701.64  2,062,547.36   sFT  0.99994113   +0 15 22.4
 AA4631;UTM  16      - 4,978,461.936   291,918.595   MT  1.00013244   -1 51 46.4
 AA4631
 AA4631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4631!SPC WI C     -   0.99994836  x   0.99994113  =   0.99988950
 AA4631!UTM  16      -   0.99994836  x   1.00013244  =   1.00008080
 AA4631
 AA4631                          SUPERSEDED SURVEY CONTROL
 AA4631
 AA4631  NAD 83(1991)-  44 55 44.91563(N)    089 38 12.70526(W) AD(       ) 1
 AA4631  ELLIP H (11/14/94)  329.38   (m)                       GP(       ) 4 2
 AA4631  NGVD 29 (11/14/94)  363.98   (m)         1194.2    (f) LEVELING    3  
 AA4631
 AA4631.Superseded values are not recommended for survey control.
 AA4631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4631.See file dsdata.txt to determine how the superseded data were derived.
 AA4631
 AA4631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ9191978462(NAD 83)
 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_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 - January 30, 2001
 AA4631
 AA4631  HISTORY     - Date     Condition        Report By
 AA4631  HISTORY     - 1964     MONUMENTED       CGS
 AA4631  HISTORY     - 19820723 GOOD             NGS
 AA4631  HISTORY     - 20010130 GOOD             LOCENG
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4629 ***********************************************************************
 AA4629  PACS        -  This is a Primary Airport Control Station.
 AA4629  DESIGNATION -  AUW ARP 1964
 AA4629  PID         -  AA4629
 AA4629  STATE/COUNTY-  WI/MARATHON
 AA4629  USGS QUAD   -  WAUSAU WEST (1993)
 AA4629
 AA4629                         *CURRENT SURVEY CONTROL
 AA4629  ___________________________________________________________________
 AA4629* NAD 83(1997)-  44 55 32.65451(N)    089 37 32.64180(W)     ADJUSTED  
 AA4629* NAVD 88     -       363.62   (meters)    1193.0    (feet)  GPS OBS   
 AA4629  ___________________________________________________________________
 AA4629  X           -      29,549.109 (meters)                     COMP
 AA4629  Y           -  -4,523,559.160 (meters)                     COMP
 AA4629  Z           -   4,481,741.259 (meters)                     COMP
 AA4629  LAPLACE CORR-          -5.61  (seconds)                    DEFLEC99
 AA4629  ELLIP HEIGHT-         328.95  (meters)          (04/28/99) GPS OBS
 AA4629  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 AA4629
 AA4629  HORZ ORDER  -  A
 AA4629  ELLP ORDER  -  THIRD     CLASS I
 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 April 1999..
 AA4629
 AA4629.The orthometric height was determined by GPS observations and a
 AA4629.high-resolution geoid model.
 AA4629
 AA4629.GPS derived orthometric heights for airport stations designated as
 AA4629.PACS or SACS are published to 2 decimal places.  This maintains
 AA4629.centimeter relative accuracy between the PACS and SACS.  It does
 AA4629.not indicate centimeter accuracy relative to other marks which are
 AA4629.part of the NAVD 88 network.
 AA4629
 AA4629.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4629
 AA4629.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4629
 AA4629.The ellipsoidal height was determined by GPS observations
 AA4629.and is referenced to NAD 83.
 AA4629
 AA4629.The geoid height was determined by GEOID03.
 AA4629
 AA4629;                    North         East     Units Scale Factor Converg.
 AA4629;SPC WI C     -   121,454.797   629,545.952   MT  0.99994108   +0 15 50.7
 AA4629;SPC WI C     -   398,472.95  2,065,435.34   sFT  0.99994108   +0 15 50.7
 AA4629;UTM  16      - 4,978,055.061   292,784.567   MT  1.00012802   -1 51 17.7
 AA4629
 AA4629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4629!SPC WI C     -   0.99994843  x   0.99994108  =   0.99988951
 AA4629!UTM  16      -   0.99994843  x   1.00012802  =   1.00007644
 AA4629
 AA4629                          SUPERSEDED SURVEY CONTROL
 AA4629
 AA4629  NAD 83(1991)-  44 55 32.65372(N)    089 37 32.64030(W) AD(       ) B
 AA4629  ELLIP H (11/14/94)  328.97   (m)                       GP(       ) 4 2
 AA4629  NGVD 29 (11/14/94)  363.62   (m)         1193.0    (f) LEVELING    3  
 AA4629
 AA4629.Superseded values are not recommended for survey control.
 AA4629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4629.See file dsdata.txt to determine how the superseded data were derived.
 AA4629
 AA4629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ9278578055(NAD 83)
 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 - April 26, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0142 ***********************************************************************
 QN0142  DESIGNATION -  AVERY
 QN0142  PID         -  QN0142
 QN0142  STATE/COUNTY-  WI/PRICE
 QN0142  USGS QUAD   -  KENNAN (1971)
 QN0142
 QN0142                         *CURRENT SURVEY CONTROL
 QN0142  ___________________________________________________________________
 QN0142* NAD 83(1991)-  45 31 51.81298(N)    090 33 28.10638(W)     ADJUSTED  
 QN0142* NAVD 88     -       459.124  (meters)    1506.31   (feet)  ADJUSTED  
 QN0142  ___________________________________________________________________
 QN0142  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 QN0142  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 QN0142  DYNAMIC HT  -         459.104 (meters)    1506.24  (feet)  COMP
 QN0142  MODELED GRAV-     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
 QN0142.and adjusted by the National Geodetic Survey in June 1991..
 QN0142
 QN0142.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0142
 QN0142.The geoid height was determined by GEOID03.
 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;                    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     -   0.99993279  x   1.00000665  =   0.99993944
 QN0142!SPC WI C     -   0.99993279  x   1.00000606  =   0.99993885
 QN0142!UTM  15      -   0.99993279  x   1.00004711  =   0.99997990
 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
 QN0142.Superseded values are not recommended for survey control.
 QN0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0142.See file dsdata.txt to determine how the superseded data were derived.
 QN0142
 QN0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL9069544848(NAD 83)
 QN0142_MARKER: DS = TRIANGULATION STATION DISK
 QN0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0142_SP_SET: 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             NGS
 QN0142  HISTORY     - 1934     GOOD             NGS
 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 NATIONAL 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 NATIONAL 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 = OCTOBER  7, 2006
 PO0729 ***********************************************************************
 PO0729  DESIGNATION -  AVIATION BEACON 27 OLD 31
 PO0729  PID         -  PO0729
 PO0729  STATE/COUNTY-  WI/BUFFALO
 PO0729  USGS QUAD   -  ALMA (1974)
 PO0729
 PO0729                         *CURRENT SURVEY CONTROL
 PO0729  ___________________________________________________________________
 PO0729* NAD 83(1991)-  44 19 19.79585(N)    091 54 28.41399(W)     ADJUSTED  
 PO0729* NAVD 88     -                                                        
 PO0729  ___________________________________________________________________
 PO0729  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 PO0729  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 PO0729
 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
 PO0729.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0729
 PO0729.The geoid height was determined by GEOID03.
 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;SPC MN S     -   249,042.847   966,858.902   MT  0.99992692   +1 27 59.1
 PO0729;UTM  15      - 4,908,235.980   587,083.684   MT  0.99969326   +0 45 47.1
 PO0729
 PO0729                          SUPERSEDED SURVEY CONTROL
 PO0729
 PO0729  NAD 83(1991)-  44 19 19.78961(N)    091 54 28.41330(W) AD(       ) 4
 PO0729  NAD 83(1986)-  44 19 19.78961(N)    091 54 28.41467(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0729.See file dsdata.txt to determine how the superseded data were derived.
 PO0729
 PO0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK8708408236(NAD 83)
 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 = OCTOBER  7, 2006
 ON1044 ***********************************************************************
 ON1044  DESIGNATION -  AVOCA
 ON1044  PID         -  ON1044
 ON1044  STATE/COUNTY-  WI/IOWA
 ON1044  USGS QUAD   -  AVOCA (1983)
 ON1044
 ON1044                         *CURRENT SURVEY CONTROL
 ON1044  ___________________________________________________________________
 ON1044* NAD 83(1991)-  43 09 00.04734(N)    090 15 15.03175(W)     ADJUSTED  
 ON1044* NAVD 88     -       332.     (meters)    1089.     (feet)  SCALED    
 ON1044  ___________________________________________________________________
 ON1044  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 ON1044  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 ON1044
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1044
 ON1044.The geoid height was determined by GEOID03.
 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  =   0.99989537
 ON1044!UTM  15      -   0.99995326  x   1.00021326  =   1.00016651
 ON1044
 ON1044:                Primary Azimuth Mark                     Grid Az
 ON1044:SPC WI S     -  SPRING GREEN MUNICIPAL TANK              078 52 15.4
 ON1044:UTM  15      -  SPRING GREEN MUNICIPAL TANK              076 49 03.5
 ON1044
 ON1044|---------------------------------------------------------------------|
 ON1044| PID    Reference Object                     Distance      Geod. Az  |
 ON1044|                                                           dddmmss.s |
 ON1044| ON1033 SPRING GREEN MUNICIPAL TANK         APPROX.15.6 KM 0784146.7 |
 ON1044| CI8942 AVOCA AZ MK                                        1343418.7 |
 ON1044| ON1049 HIGHLAND RAD STA WHHI FM TOWER      APPROX.14.7 KM 2194340.5 |
 ON1044| ON1055 HIGHLAND MUNICIPAL TANK             APPROX.15.7 KM 2203009.1 |
 ON1044| ON1056 HIGHLAND ST ANTHONYS CATH CH        APPROX.15.4 KM 2220853.5 |
 ON1044| ON1053 HIGHLAND ST PHILLIPS CATH CH        APPROX.15.6 KM 2221459.1 |
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1044.See file dsdata.txt to determine how the superseded data were derived.
 ON1044
 ON1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH2326881134(NAD 83)
 ON1044_MARKER: DS = TRIANGULATION STATION DISK
 ON1044_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 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 = OCTOBER  7, 2006
 DH4987 ***********************************************************************
 DH4987  DESIGNATION -  AVOCA GPS
 DH4987  PID         -  DH4987
 DH4987  STATE/COUNTY-  WI/IOWA
 DH4987  USGS QUAD   -  AVOCA (1983)
 DH4987
 DH4987                         *CURRENT SURVEY CONTROL
 DH4987  ___________________________________________________________________
 DH4987* NAD 83(1997)-  43 10 58.62153(N)    090 21 03.95246(W)     ADJUSTED  
 DH4987* NAVD 88     -                                                        
 DH4987  ___________________________________________________________________
 DH4987  X           -     -28,544.398 (meters)                     COMP
 DH4987  Y           -  -4,658,111.207 (meters)                     COMP
 DH4987  Z           -   4,342,466.722 (meters)                     COMP
 DH4987  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 DH4987  ELLIP HEIGHT-         179.02  (meters)          (08/01/05) GPS OBS
 DH4987  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 DH4987
 DH4987  HORZ ORDER  -  B
 DH4987  ELLP ORDER  -  FOURTH    CLASS I
 DH4987
 DH4987.The horizontal coordinates were established by GPS observations
 DH4987.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH4987
 DH4987
 DH4987.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4987
 DH4987.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4987
 DH4987.The ellipsoidal height was determined by GPS observations
 DH4987.and is referenced to NAD 83.
 DH4987
 DH4987.The geoid height was determined by GEOID03.
 DH4987
 DH4987;                    North         East     Units Scale Factor Converg.
 DH4987;SPC WI S     -   131,474.332   571,458.026   MT  0.99993977   -0 14 28.5
 DH4987;SPC WI S     -   431,345.37  1,874,858.54   sFT  0.99993977   -0 14 28.5
 DH4987;UTM  15      - 4,784,538.086   715,270.942   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  =   1.00014203
 DH4987
 DH4987                          SUPERSEDED SURVEY CONTROL
 DH4987
 DH4987.No superseded survey control is available for this station.
 DH4987
 DH4987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1527184538(NAD 83)
 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 - December 27, 2005
 DH4987
 DH4987  HISTORY     - Date     Condition        Report By
 DH4987  HISTORY     - 2003     MONUMENTED       WIDT
 DH4987  HISTORY     - 20040816 GOOD             WIDT
 DH4987  HISTORY     - 20051227 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4822 ***********************************************************************
 DG4822  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4822  DESIGNATION -  AVON GPS
 DG4822  PID         -  DG4822
 DG4822  STATE/COUNTY-  WI/ROCK
 DG4822  USGS QUAD   -  NEWARK (1981)
 DG4822
 DG4822                         *CURRENT SURVEY CONTROL
 DG4822  ___________________________________________________________________
 DG4822* NAD 83(1997)-  42 31 42.12074(N)    089 13 43.46913(W)     ADJUSTED  
 DG4822* NAVD 88     -       272.32   (meters)     893.4    (feet)  GPS OBS   
 DG4822  ___________________________________________________________________
 DG4822  X           -      63,368.482 (meters)                     COMP
 DG4822  Y           -  -4,707,276.395 (meters)                     COMP
 DG4822  Z           -   4,289,198.737 (meters)                     COMP
 DG4822  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 DG4822  ELLIP HEIGHT-         238.64  (meters)          (04/02/04) GPS OBS
 DG4822  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 DG4822
 DG4822  HORZ ORDER  -  FIRST
 DG4822  ELLP ORDER  -  FOURTH    CLASS I
 DG4822
 DG4822.The horizontal coordinates were established by GPS observations
 DG4822.and adjusted by the WI DEPT OF TRANSP in April 2004..
 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.Photographs are available 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 DEFLEC99 derived deflections.
 DG4822
 DG4822.The ellipsoidal height was determined by GPS observations
 DG4822.and is referenced to NAD 83.
 DG4822
 DG4822.The geoid height was determined by GEOID03.
 DG4822
 DG4822;                    North         East     Units Scale Factor Converg.
 DG4822;SPC WI S     -    58,990.906   663,370.143   MT  1.00004763   +0 31 47.8
 DG4822;SPC WI S     -   193,539.33  2,176,406.88   sFT  1.00004763   +0 31 47.8
 DG4822;UTM  16      - 4,710,850.069   316,951.677   MT  1.00001226   -1 30 25.0
 DG4822
 DG4822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4822!SPC WI S     -   0.99996257  x   1.00004763  =   1.00001020
 DG4822!UTM  16      -   0.99996257  x   1.00001226  =   0.99997483
 DG4822
 DG4822                          SUPERSEDED SURVEY CONTROL
 DG4822
 DG4822.No superseded survey control is available for this station.
 DG4822
 DG4822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1695210850(NAD 83)
 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 - 2001
 DG4822
 DG4822  HISTORY     - Date     Condition        Report By
 DG4822  HISTORY     - 1992     MONUMENTED       WI-105
 DG4822  HISTORY     - 2001     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'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 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  USGS QUAD   -  BRODHEAD EAST (1971)
 DG4823
 DG4823                         *CURRENT SURVEY CONTROL
 DG4823  ___________________________________________________________________
 DG4823* NAD 83(1997)-  42 34 41.62804(N)    089 17 14.04221(W)     ADJUSTED  
 DG4823* NAVD 88     -       254.19   (meters)     834.0    (feet)  GPS OBS   
 DG4823  ___________________________________________________________________
 DG4823  X           -      58,516.086 (meters)                     COMP
 DG4823  Y           -  -4,703,579.515 (meters)                     COMP
 DG4823  Z           -   4,293,266.891 (meters)                     COMP
 DG4823  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 DG4823  ELLIP HEIGHT-         220.47  (meters)          (04/02/04) GPS OBS
 DG4823  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 DG4823
 DG4823  HORZ ORDER  -  FIRST
 DG4823  ELLP ORDER  -  FOURTH    CLASS I
 DG4823
 DG4823.The horizontal coordinates were established by GPS observations
 DG4823.and adjusted by the WI DEPT OF TRANSP in April 2004..
 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.Photographs are available 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 DEFLEC99 derived deflections.
 DG4823
 DG4823.The ellipsoidal height was determined by GPS observations
 DG4823.and is referenced to NAD 83.
 DG4823
 DG4823.The geoid height was determined by GEOID03.
 DG4823
 DG4823;                    North         East     Units Scale Factor Converg.
 DG4823;SPC WI S     -    64,487.165   658,516.904   MT  1.00003488   +0 29 23.1
 DG4823;SPC WI S     -   211,571.64  2,160,484.21   sFT  1.00003488   +0 29 23.1
 DG4823;UTM  16      - 4,716,515.282   312,296.983   MT  1.00003349   -1 32 52.7
 DG4823
 DG4823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4823!SPC WI S     -   0.99996542  x   1.00003488  =   1.00000030
 DG4823!UTM  16      -   0.99996542  x   1.00003349  =   0.99999891
 DG4823
 DG4823                          SUPERSEDED SURVEY CONTROL
 DG4823
 DG4823.No superseded survey control is available for this station.
 DG4823
 DG4823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1229716515(NAD 83)
 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 - April 16, 2004
 DG4823
 DG4823  HISTORY     - Date     Condition        Report By
 DG4823  HISTORY     - 2001     MONUMENTED       WIDT
 DG4823  HISTORY     - 20040416 GOOD             USPSQD
 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'
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9761 ***********************************************************************
 DF9761  DESIGNATION -  AVON S GPS
 DF9761  PID         -  DF9761
 DF9761  STATE/COUNTY-  WI/ROCK
 DF9761  USGS QUAD   -  DURAND (1971)
 DF9761
 DF9761                         *CURRENT SURVEY CONTROL
 DF9761  ___________________________________________________________________
 DF9761* NAD 83(1997)-  42 29 58.29381(N)    089 19 24.87709(W)     ADJUSTED  
 DF9761* NAVD 88     -       236.563  (meters)     776.12   (feet)  ADJUSTED  
 DF9761  ___________________________________________________________________
 DF9761  X           -      55,602.199 (meters)                     COMP
 DF9761  Y           -  -4,709,513.437 (meters)                     COMP
 DF9761  Z           -   4,286,813.024 (meters)                     COMP
 DF9761  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 DF9761  ELLIP HEIGHT-         202.95  (meters)          (04/02/04) GPS OBS
 DF9761  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 DF9761  DYNAMIC HT  -         236.489 (meters)     775.88  (feet)  COMP
 DF9761  MODELED GRAV-     980,300.2   (mgal)                       NAVD 88
 DF9761
 DF9761  HORZ ORDER  -  B
 DF9761  VERT ORDER  -  SECOND    CLASS I
 DF9761  ELLP ORDER  -  THIRD     CLASS I
 DF9761
 DF9761.The horizontal coordinates were established by GPS observations
 DF9761.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DF9761
 DF9761.The orthometric height was determined by differential leveling
 DF9761.and adjusted by the National Geodetic Survey in February 2004..
 DF9761
 DF9761.Photographs are available 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 DEFLEC99 derived deflections.
 DF9761
 DF9761.The ellipsoidal height was determined by GPS observations
 DF9761.and is referenced to NAD 83.
 DF9761
 DF9761.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF9761;SPC WI S     -    55,719.475   655,604.192   MT  1.00005534   +0 27 53.2
 DF9761;SPC WI S     -   182,806.31  2,150,928.09   sFT  1.00005534   +0 27 53.2
 DF9761;UTM  16      - 4,707,856.665   309,074.572   MT  1.00004851   -1 34 12.9
 DF9761
 DF9761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9761!SPC WI S     -   0.99996817  x   1.00005534  =   1.00002351
 DF9761!UTM  16      -   0.99996817  x   1.00004851  =   1.00001668
 DF9761
 DF9761                          SUPERSEDED SURVEY CONTROL
 DF9761
 DF9761  NAVD 88 (04/02/04)  236.56   (m)          776.1    (f) LEVELING    3  
 DF9761
 DF9761.Superseded values are not recommended for survey control.
 DF9761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9761.See file dsdata.txt to determine how the superseded data were derived.
 DF9761
 DF9761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0907507857(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9761+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2004
 DF9761
 DF9761  HISTORY     - Date     Condition        Report By
 DF9761  HISTORY     - 2001     MONUMENTED       WIDT
 DF9761  HISTORY     - 20040416 GOOD             USPSQD
 DF9761  HISTORY     - 20040708 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9981 ***********************************************************************
 DF9981  DESIGNATION -  AZTALAN S GPS
 DF9981  PID         -  DF9981
 DF9981  STATE/COUNTY-  WI/JEFFERSON
 DF9981  USGS QUAD   -  JEFFERSON (1971)
 DF9981
 DF9981                         *CURRENT SURVEY CONTROL
 DF9981  ___________________________________________________________________
 DF9981* NAD 83(1997)-  43 01 48.50073(N)    088 48 27.00743(W)     ADJUSTED  
 DF9981* NAVD 88     -       250.547  (meters)     822.00   (feet)  ADJUSTED  
 DF9981  ___________________________________________________________________
 DF9981  X           -      97,186.168 (meters)                     COMP
 DF9981  Y           -  -4,668,815.806 (meters)                     COMP
 DF9981  Z           -   4,330,097.440 (meters)                     COMP
 DF9981  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 DF9981  ELLIP HEIGHT-         216.20  (meters)          (04/02/04) GPS OBS
 DF9981  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 DF9981  DYNAMIC HT  -         250.481 (meters)     821.79  (feet)  COMP
 DF9981  MODELED GRAV-     980,352.2   (mgal)                       NAVD 88
 DF9981
 DF9981  HORZ ORDER  -  FIRST
 DF9981  VERT ORDER  -  SECOND    CLASS I
 DF9981  ELLP ORDER  -  FOURTH    CLASS I
 DF9981
 DF9981.The horizontal coordinates were established by GPS observations
 DF9981.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DF9981
 DF9981.The orthometric height was determined by differential leveling
 DF9981.and adjusted by the National Geodetic Survey in February 2004..
 DF9981
 DF9981.Photographs are available 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 DEFLEC99 derived deflections.
 DF9981
 DF9981.The ellipsoidal height was determined by GPS observations
 DF9981.and is referenced to NAD 83.
 DF9981
 DF9981.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF9981;SPC WI S     -   115,133.512   697,182.055   MT  0.99995340   +0 49 09.7
 DF9981;SPC WI S     -   377,733.86  2,287,338.13   sFT  0.99995340   +0 49 09.7
 DF9981;UTM  16      - 4,765,746.969   352,743.794   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  =   0.99983286
 DF9981
 DF9981                          SUPERSEDED SURVEY CONTROL
 DF9981
 DF9981  NAVD 88 (04/02/04)  250.55   (m)          822.0    (f) LEVELING    3  
 DF9981
 DF9981.Superseded values are not recommended for survey control.
 DF9981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9981.See file dsdata.txt to determine how the superseded data were derived.
 DF9981
 DF9981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5274465747(NAD 83)
 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 - 2001
 DF9981
 DF9981  HISTORY     - Date     Condition        Report By
 DF9981  HISTORY     - 1992     MONUMENTED       WI-055
 DF9981  HISTORY     - 2001     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9980 ***********************************************************************
 DF9980  DESIGNATION -  AZTALAN S GPS AZ MK
 DF9980  PID         -  DF9980
 DF9980  STATE/COUNTY-  WI/JEFFERSON
 DF9980  USGS QUAD   -  JEFFERSON (1971)
 DF9980
 DF9980                         *CURRENT SURVEY CONTROL
 DF9980  ___________________________________________________________________
 DF9980* NAD 83(1986)-  43 02 24.     (N)    088 48 16.     (W)     SCALED    
 DF9980* NAVD 88     -       248.288  (meters)     814.59   (feet)  ADJUSTED  
 DF9980  ___________________________________________________________________
 DF9980  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 DF9980  DYNAMIC HT  -         248.223 (meters)     814.38  (feet)  COMP
 DF9980  MODELED GRAV-     980,353.0   (mgal)                       NAVD 88
 DF9980
 DF9980  VERT ORDER  -  SECOND    CLASS I
 DF9980
 DF9980.The horizontal coordinates were scaled from a topographic map and have
 DF9980.an estimated accuracy of +/- 6 seconds.
 DF9980
 DF9980.The orthometric height was determined by differential leveling
 DF9980.and adjusted by the National Geodetic Survey in February 2004..
 DF9980
 DF9980.The geoid height was determined by GEOID03.
 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     -   116,230.      697,420.      MT  (+/- 180 meters Scaled)
 DF9980
 DF9980                          SUPERSEDED SURVEY CONTROL
 DF9980
 DF9980.No superseded survey control is available for this station.
 DF9980
 DF9980_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN530668(NAD 83)
 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 - 2001
 DF9980
 DF9980  HISTORY     - Date     Condition        Report By
 DF9980  HISTORY     - 1992     MONUMENTED       WI-055
 DF9980  HISTORY     - 2001     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0146 ***********************************************************************
 OL0146  DESIGNATION -  B
 OL0146  PID         -  OL0146
 OL0146  STATE/COUNTY-  WI/MILWAUKEE
 OL0146  USGS QUAD   -  MILWAUKEE (1971)
 OL0146
 OL0146                         *CURRENT SURVEY CONTROL
 OL0146  ___________________________________________________________________
 OL0146* NAD 83(1986)-  43 03 13.     (N)    087 53 13.     (W)     SCALED    
 OL0146* NAVD 88     -       181.637  (meters)     595.92   (feet)  ADJUSTED  
 OL0146  ___________________________________________________________________
 OL0146  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 OL0146  DYNAMIC HT  -         181.589 (meters)     595.76  (feet)  COMP
 OL0146  MODELED GRAV-     980,353.1   (mgal)                       NAVD 88
 OL0146
 OL0146  VERT ORDER  -  FIRST     CLASS 0
 OL0146
 OL0146.The horizontal coordinates were scaled from a topographic map and have
 OL0146.an estimated accuracy of +/- 6 seconds.
 OL0146
 OL0146.The orthometric height was determined by differential leveling
 OL0146.and adjusted by the National Geodetic Survey in June 1991..
 OL0146
 OL0146.The geoid height was determined by GEOID03.
 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     -   119,230.      772,120.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0146.See file dsdata.txt to determine how the superseded data were derived.
 OL0146
 OL0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN277671(NAD 83)
 OL0146_MARKER: Z = SEE DESCRIPTION
 OL0146_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OL0146_SP_SET: 10 FEET
 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 = OCTOBER  7, 2006
 QN0346 ***********************************************************************
 QN0346  DESIGNATION -  B
 QN0346  PID         -  QN0346
 QN0346  STATE/COUNTY-  WI/SAWYER
 QN0346  USGS QUAD   -  RESERVE (1971)
 QN0346
 QN0346                         *CURRENT SURVEY CONTROL
 QN0346  ___________________________________________________________________
 QN0346* NAD 83(1986)-  45 56 05.     (N)    091 29 33.     (W)     SCALED    
 QN0346* NAVD 88     -       397.845  (meters)    1305.26   (feet)  ADJUSTED  
 QN0346  ___________________________________________________________________
 QN0346  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 QN0346  DYNAMIC HT  -         397.837 (meters)    1305.24  (feet)  COMP
 QN0346  MODELED GRAV-     980,582.3   (mgal)                       NAVD 88
 QN0346
 QN0346  VERT ORDER  -  FIRST     CLASS II
 QN0346
 QN0346.The horizontal coordinates were scaled from a topographic map and have
 QN0346.an estimated accuracy of +/- 6 seconds.
 QN0346
 QN0346.The orthometric height was determined by differential leveling
 QN0346.and adjusted by the National Geodetic Survey in June 1991..
 QN0346
 QN0346.The geoid height was determined by GEOID03.
 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     -    86,450.      484,260.      MT  (+/- 180 meters Scaled)
 QN0346
 QN0346                          SUPERSEDED SURVEY CONTROL
 QN0346
 QN0346.No superseded survey control is available for this station.
 QN0346
 QN0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL168879(NAD 83)
 QN0346_MARKER: DB = BENCH MARK DISK
 QN0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0346_SP_SET: CONCRETE POST
 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 = OCTOBER  7, 2006
 NH0722 ***********************************************************************
 NH0722  DESIGNATION -  B
 NH0722  PID         -  NH0722
 NH0722  STATE/COUNTY-  WI/GREEN
 NH0722  USGS QUAD   -  BROWNTOWN (1981)
 NH0722
 NH0722                         *CURRENT SURVEY CONTROL
 NH0722  ___________________________________________________________________
 NH0722* NAD 83(1986)-  42 31 19.     (N)    089 48 17.     (W)     SCALED    
 NH0722* NAVD 88     -       238.294  (meters)     781.80   (feet)  ADJUSTED  
 NH0722  ___________________________________________________________________
 NH0722  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 NH0722  DYNAMIC HT  -         238.218 (meters)     781.55  (feet)  COMP
 NH0722  MODELED GRAV-     980,297.5   (mgal)                       NAVD 88
 NH0722
 NH0722  VERT ORDER  -  FIRST     CLASS II
 NH0722
 NH0722.The horizontal coordinates were scaled from a topographic map and have
 NH0722.an estimated accuracy of +/- 6 seconds.
 NH0722
 NH0722.The orthometric height was determined by differential leveling
 NH0722.and adjusted by the National Geodetic Survey in June 1991..
 NH0722
 NH0722.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0722.See file dsdata.txt to determine how the superseded data were derived.
 NH0722
 NH0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN696115(NAD 83)
 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     - UNK      MONUMENTED       CGS
 NH0722  HISTORY     - 1920     GOOD             NGS
 NH0722  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH0722
 NH0722                          STATION DESCRIPTION
 NH0722
 NH0722'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 ON0146 ***********************************************************************
 ON0146  DESIGNATION -  B 10
 ON0146  PID         -  ON0146
 ON0146  STATE/COUNTY-  WI/MONROE
 ON0146  USGS QUAD   -  CITY ROCK (1983)
 ON0146
 ON0146                         *CURRENT SURVEY CONTROL
 ON0146  ___________________________________________________________________
 ON0146* NAD 83(1986)-  43 59 31.     (N)    090 42 02.     (W)     SCALED    
 ON0146* NAVD 88     -       266.165  (meters)     873.24   (feet)  ADJUSTED  
 ON0146  ___________________________________________________________________
 ON0146  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 ON0146  DYNAMIC HT  -         266.113 (meters)     873.07  (feet)  COMP
 ON0146  MODELED GRAV-     980,417.4   (mgal)                       NAVD 88
 ON0146
 ON0146  VERT ORDER  -  FIRST     CLASS II
 ON0146
 ON0146.The horizontal coordinates were scaled from a topographic map and have
 ON0146.an estimated accuracy of +/- 6 seconds.
 ON0146
 ON0146.The orthometric height was determined by differential leveling
 ON0146.and adjusted by the National Geodetic Survey in June 1991..
 ON0146
 ON0146.The geoid height was determined by GEOID03.
 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     -   221,530.      543,810.      MT  (+/- 180 meters Scaled)
 ON0146
 ON0146                          SUPERSEDED SURVEY CONTROL
 ON0146
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0146.See file dsdata.txt to determine how the superseded data were derived.
 ON0146
 ON0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ843735(NAD 83)
 ON0146_MARKER: DB = BENCH MARK DISK
 ON0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0146_STAMPING: 873.282 B 10 1930
 ON0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0146+STABILITY: SURFACE MOTION
 ON0146
 ON0146  HISTORY     - Date     Condition        Report By
 ON0146  HISTORY     - 1930     MONUMENTED       CGS
 ON0146  HISTORY     - 1935     GOOD             NGS
 ON0146  HISTORY     - 1985     MARK NOT FOUND   NGS
 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0371 ***********************************************************************
 OM0371  DESIGNATION -  B 100
 OM0371  PID         -  OM0371
 OM0371  STATE/COUNTY-  WI/MARQUETTE
 OM0371  USGS QUAD   -  ENDEAVOR (1984)
 OM0371
 OM0371                         *CURRENT SURVEY CONTROL
 OM0371  ___________________________________________________________________
 OM0371* NAD 83(1986)-  43 42 56.     (N)    089 27 56.     (W)     SCALED    
 OM0371* NAVD 88     -       240.469  (meters)     788.94   (feet)  ADJUSTED  
 OM0371  ___________________________________________________________________
 OM0371  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 OM0371  DYNAMIC HT  -         240.412 (meters)     788.75  (feet)  COMP
 OM0371  MODELED GRAV-     980,378.4   (mgal)                       NAVD 88
 OM0371
 OM0371  VERT ORDER  -  SECOND    CLASS 0
 OM0371
 OM0371.The horizontal coordinates were scaled from a topographic map and have
 OM0371.an estimated accuracy of +/- 6 seconds.
 OM0371
 OM0371.The orthometric height was determined by differential leveling
 OM0371.and adjusted by the National Geodetic Survey in June 1991..
 OM0371
 OM0371.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0371.See file dsdata.txt to determine how the superseded data were derived.
 OM0371
 OM0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP013432(NAD 83)
 OM0371_MARKER: DB = BENCH MARK DISK
 OM0371_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OM0371_SP_SET: CULVERT
 OM0371_STAMPING: B 100 1934
 OM0371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  7, 2006
 OM0409 ***********************************************************************
 OM0409  DESIGNATION -  B 101
 OM0409  PID         -  OM0409
 OM0409  STATE/COUNTY-  WI/DANE
 OM0409  USGS QUAD   -  DE FOREST (1983)
 OM0409
 OM0409                         *CURRENT SURVEY CONTROL
 OM0409  ___________________________________________________________________
 OM0409* NAD 83(1986)-  43 09 48.     (N)    089 20 20.     (W)     SCALED    
 OM0409* NAVD 88     -       262.447  (meters)     861.04   (feet)  ADJUSTED  
 OM0409  ___________________________________________________________________
 OM0409  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 OM0409  DYNAMIC HT  -         262.378 (meters)     860.82  (feet)  COMP
 OM0409  MODELED GRAV-     980,349.4   (mgal)                       NAVD 88
 OM0409
 OM0409  VERT ORDER  -  SECOND    CLASS 0
 OM0409
 OM0409.The horizontal coordinates were scaled from a topographic map and have
 OM0409.an estimated accuracy of +/- 6 seconds.
 OM0409
 OM0409.The orthometric height was determined by differential leveling
 OM0409.and adjusted by the National Geodetic Survey in June 1991..
 OM0409
 OM0409.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0409.See file dsdata.txt to determine how the superseded data were derived.
 OM0409
 OM0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN098816(NAD 83)
 OM0409_MARKER: DB = BENCH MARK DISK
 OM0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0409_STAMPING: B 101 1934
 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             NGS
 OM0409  HISTORY     - 1967     GOOD             NGS
 OM0409
 OM0409                          STATION DESCRIPTION
 OM0409
 OM0409'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1967
 OM0409'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0400 ***********************************************************************
 NH0400  DESIGNATION -  B 102
 NH0400  PID         -  NH0400
 NH0400  STATE/COUNTY-  WI/ROCK
 NH0400  USGS QUAD   -  JANESVILLE WEST (1976)
 NH0400
 NH0400                         *CURRENT SURVEY CONTROL
 NH0400  ___________________________________________________________________
 NH0400* NAD 83(1986)-  42 40 22.     (N)    089 02 16.     (W)     SCALED    
 NH0400* NAVD 88     -       236.489  (meters)     775.88   (feet)  ADJUSTED  
 NH0400  ___________________________________________________________________
 NH0400  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 NH0400  DYNAMIC HT  -         236.421 (meters)     775.66  (feet)  COMP
 NH0400  MODELED GRAV-     980,326.5   (mgal)                       NAVD 88
 NH0400
 NH0400  VERT ORDER  -  SECOND    CLASS 0
 NH0400
 NH0400.The horizontal coordinates were scaled from a topographic map and have
 NH0400.an estimated accuracy of +/- 6 seconds.
 NH0400
 NH0400.The orthometric height was determined by differential leveling
 NH0400.and adjusted by the National Geodetic Survey in June 1991..
 NH0400
 NH0400.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0400.See file dsdata.txt to determine how the superseded data were derived.
 NH0400
 NH0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN330264(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0400
 NH0400  HISTORY     - Date     Condition        Report By
 NH0400  HISTORY     - 1934     MONUMENTED       CGS
 NH0400  HISTORY     - 1943     GOOD             NGS
 NH0400  HISTORY     - 20010331 GOOD             NGS
 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0217 ***********************************************************************
 OM0217  DESIGNATION -  B 103
 OM0217  PID         -  OM0217
 OM0217  STATE/COUNTY-  WI/JEFFERSON
 OM0217  USGS QUAD   -  WATERTOWN (1971)
 OM0217
 OM0217                         *CURRENT SURVEY CONTROL
 OM0217  ___________________________________________________________________
 OM0217* NAD 83(1986)-  43 11 30.     (N)    088 44 05.     (W)     SCALED    
 OM0217* NAVD 88     -       250.183  (meters)     820.81   (feet)  ADJUSTED  
 OM0217  ___________________________________________________________________
 OM0217  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 OM0217  DYNAMIC HT  -         250.120 (meters)     820.60  (feet)  COMP
 OM0217  MODELED GRAV-     980,363.2   (mgal)                       NAVD 88
 OM0217
 OM0217  VERT ORDER  -  SECOND    CLASS I
 OM0217
 OM0217.The horizontal coordinates were scaled from a topographic map and have
 OM0217.an estimated accuracy of +/- 6 seconds.
 OM0217
 OM0217.The orthometric height was determined by differential leveling
 OM0217.and adjusted by the National Geodetic Survey in February 2004..
 OM0217
 OM0217.The geoid height was determined by GEOID03.
 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     -   133,160.      702,840.      MT  (+/- 180 meters Scaled)
 OM0217
 OM0217                          SUPERSEDED SURVEY CONTROL
 OM0217
 OM0217  NAVD 88 (06/15/91)  250.229  (m)          820.96   (f) UNKNOWN     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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0217.See file dsdata.txt to determine how the superseded data were derived.
 OM0217
 OM0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN590835(NAD 83)
 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 - 2001
 OM0217
 OM0217  HISTORY     - Date     Condition        Report By
 OM0217  HISTORY     - 1934     MONUMENTED       CGS
 OM0217  HISTORY     - 1934     GOOD             NGS
 OM0217  HISTORY     - 1979     MARK NOT FOUND   LOCENG
 OM0217  HISTORY     - 2001     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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0180 ***********************************************************************
 OM0180  DESIGNATION -  B 105
 OM0180  PID         -  OM0180
 OM0180  STATE/COUNTY-  WI/FOND DU LAC
 OM0180  USGS QUAD   -  RIPON (1980)
 OM0180
 OM0180                         *CURRENT SURVEY CONTROL
 OM0180  ___________________________________________________________________
 OM0180* NAD 83(1997)-  43 49 02.84449(N)    088 49 14.24304(W)     ADJUSTED  
 OM0180* NAVD 88     -       296.347  (meters)     972.27   (feet)  ADJUSTED  
 OM0180  ___________________________________________________________________
 OM0180  X           -      94,880.040 (meters)                     COMP
 OM0180  Y           -  -4,608,753.900 (meters)                     COMP
 OM0180  Z           -   4,393,659.581 (meters)                     COMP
 OM0180  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 OM0180  ELLIP HEIGHT-         260.51  (meters)          (04/28/99) GPS OBS
 OM0180  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 OM0180  DYNAMIC HT  -         296.283 (meters)     972.06  (feet)  COMP
 OM0180  MODELED GRAV-     980,395.3   (mgal)                       NAVD 88
 OM0180
 OM0180  HORZ ORDER  -  FIRST
 OM0180  VERT ORDER  -  SECOND    CLASS 0
 OM0180  ELLP ORDER  -  THIRD     CLASS I
 OM0180
 OM0180.The horizontal coordinates were established by GPS observations
 OM0180.and adjusted by the National Geodetic Survey in April 1999..
 OM0180.No horizontal observational check was made to the station.
 OM0180
 OM0180.The orthometric height was determined by differential leveling
 OM0180.and adjusted by the National Geodetic Survey in June 1991..
 OM0180
 OM0180.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0180
 OM0180.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0180
 OM0180.The ellipsoidal height was determined by GPS observations
 OM0180.and is referenced to NAD 83.
 OM0180
 OM0180.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OM0180;SPC WI S     -   202,576.133   694,875.808   MT  0.99995890   +0 48 37.3
 OM0180;SPC WI S     -   664,618.53  2,279,771.71   sFT  0.99995890   +0 48 37.3
 OM0180;UTM  16      - 4,853,209.367   353,585.323   MT  0.99986367   -1 15 38.7
 OM0180
 OM0180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0180!SPC WI S     -   0.99995915  x   0.99995890  =   0.99991805
 OM0180!UTM  16      -   0.99995915  x   0.99986367  =   0.99982283
 OM0180
 OM0180                          SUPERSEDED SURVEY CONTROL
 OM0180
 OM0180  NAVD 88 (04/28/99)  296.35   (m)          972.3    (f) LEVELING    3  
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0180.See file dsdata.txt to determine how the superseded data were derived.
 OM0180
 OM0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5358553209(NAD 83)
 OM0180_MARKER: DB = BENCH MARK DISK
 OM0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0180_SP_SET: 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 = OCTOBER  7, 2006
 OM0083 ***********************************************************************
 OM0083  DESIGNATION -  B 106 RESET 1961
 OM0083  PID         -  OM0083
 OM0083  STATE/COUNTY-  WI/WAUKESHA
 OM0083  USGS QUAD   -  WAUWATOSA (1994)
 OM0083
 OM0083                         *CURRENT SURVEY CONTROL
 OM0083  ___________________________________________________________________
 OM0083* NAD 83(1986)-  43 02 33.     (N)    088 04 43.     (W)     SCALED    
 OM0083* NAVD 88     -       227.11   (+/-2cm)     745.1    (feet)  VERTCON   
 OM0083  ___________________________________________________________________
 OM0083  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 OM0083
 OM0083  VERT ORDER  -  THIRD (See Below)
 OM0083
 OM0083.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 OM0083
 OM0083.The geoid height was determined by GEOID03.
 OM0083
 OM0083;                    North         East    Units  Estimated Accuracy
 OM0083;SPC WI S     -   117,620.      756,540.      MT  (+/- 180 meters Scaled)
 OM0083
 OM0083                          SUPERSEDED SURVEY CONTROL
 OM0083
 OM0083  NGVD 29 (09/01/04)  227.19   (m)          745.4    (f) RESET       3  
 OM0083
 OM0083.Superseded values are not recommended for survey control.
 OM0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0083.See file dsdata.txt to determine how the superseded data were derived.
 OM0083
 OM0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN121660(NAD 83)
 OM0083_MARKER: DB = BENCH MARK DISK
 OM0083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OM0083_SP_SET: CONCRETE BASE
 OM0083_STAMPING: B 106 RESET 1961
 OM0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  7, 2006
 OM0447 ***********************************************************************
 OM0447  DESIGNATION -  B 108
 OM0447  PID         -  OM0447
 OM0447  STATE/COUNTY-  WI/DANE
 OM0447  USGS QUAD   -  MIDDLETON (1983)
 OM0447
 OM0447                         *CURRENT SURVEY CONTROL
 OM0447  ___________________________________________________________________
 OM0447* NAD 83(1986)-  43 05 36.     (N)    089 36 12.     (W)     SCALED    
 OM0447* NAVD 88     -       280.413  (meters)     919.99   (feet)  ADJUSTED  
 OM0447  ___________________________________________________________________
 OM0447  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 OM0447  DYNAMIC HT  -         280.336 (meters)     919.74  (feet)  COMP
 OM0447  MODELED GRAV-     980,340.4   (mgal)                       NAVD 88
 OM0447
 OM0447  VERT ORDER  -  SECOND    CLASS 0
 OM0447
 OM0447.The horizontal coordinates were scaled from a topographic map and have
 OM0447.an estimated accuracy of +/- 6 seconds.
 OM0447
 OM0447.The orthometric height was determined by differential leveling
 OM0447.and adjusted by the National Geodetic Survey in June 1991..
 OM0447
 OM0447.The geoid height was determined by GEOID03.
 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     -   121,540.      632,290.      MT  (+/- 180 meters Scaled)
 OM0447
 OM0447                          SUPERSEDED SURVEY CONTROL
 OM0447
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0447.See file dsdata.txt to determine how the superseded data were derived.
 OM0447
 OM0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN881744(NAD 83)
 OM0447_MARKER: DB = BENCH MARK DISK
 OM0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0447_STAMPING: B-108 1934
 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 - April 22, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0467 ***********************************************************************
 OM0467  DESIGNATION -  B 109
 OM0467  PID         -  OM0467
 OM0467  STATE/COUNTY-  WI/DANE
 OM0467  USGS QUAD   -  SAUK CITY (1975)
 OM0467
 OM0467                         *CURRENT SURVEY CONTROL
 OM0467  ___________________________________________________________________
 OM0467* NAD 83(1986)-  43 15 55.     (N)    089 43 38.     (W)     SCALED    
 OM0467* NAVD 88     -       229.185  (meters)     751.92   (feet)  ADJUSTED  
 OM0467  ___________________________________________________________________
 OM0467  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 OM0467  DYNAMIC HT  -         229.127 (meters)     751.73  (feet)  COMP
 OM0467  MODELED GRAV-     980,361.7   (mgal)                       NAVD 88
 OM0467
 OM0467  VERT ORDER  -  SECOND    CLASS 0
 OM0467
 OM0467.The horizontal coordinates were scaled from a topographic map and have
 OM0467.an estimated accuracy of +/- 6 seconds.
 OM0467
 OM0467.The orthometric height was determined by differential leveling
 OM0467.and adjusted by the National Geodetic Survey in June 1991..
 OM0467
 OM0467.The geoid height was determined by GEOID03.
 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     -   140,600.      622,150.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0467.See file dsdata.txt to determine how the superseded data were derived.
 OM0467
 OM0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN786938(NAD 83)
 OM0467_MARKER: DB = BENCH MARK DISK
 OM0467_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OM0467_SP_SET: WALL
 OM0467_STAMPING: B-109 1934
 OM0467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  7, 2006
 QO0032 ***********************************************************************
 QO0032  DESIGNATION -  B 11
 QO0032  PID         -  QO0032
 QO0032  STATE/COUNTY-  WI/POLK
 QO0032  USGS QUAD   -  FOREST (1975)
 QO0032
 QO0032                         *CURRENT SURVEY CONTROL
 QO0032  ___________________________________________________________________
 QO0032* NAD 83(1986)-  45 13 26.     (N)    092 18 17.     (W)     SCALED    
 QO0032* NAVD 88     -       334.108  (meters)    1096.15   (feet)  ADJUSTED  
 QO0032  ___________________________________________________________________
 QO0032  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 QO0032  DYNAMIC HT  -         334.066 (meters)    1096.01  (feet)  COMP
 QO0032  MODELED GRAV-     980,482.9   (mgal)                       NAVD 88
 QO0032
 QO0032  VERT ORDER  -  FIRST     CLASS II
 QO0032
 QO0032.The horizontal coordinates were scaled from a topographic map and have
 QO0032.an estimated accuracy of +/- 6 seconds.
 QO0032
 QO0032.The orthometric height was determined by differential leveling
 QO0032.and adjusted by the National Geodetic Survey in June 1991..
 QO0032
 QO0032.The geoid height was determined by GEOID03.
 QO0032
 QO0032.The dynamic height is computed by dividing the NAVD 88
 QO0032.geopotential number by the normal gravity value computed on the
 QO0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0032.degrees latitude (g = 980.6199 gals.).
 QO0032
 QO0032.The modeled gravity was interpolated from observed gravity values.
 QO0032
 QO0032;                    North         East    Units  Estimated Accuracy
 QO0032;SPC WI C     -   157,090.      419,020.      MT  (+/- 180 meters Scaled)
 QO0032
 QO0032                          SUPERSEDED SURVEY CONTROL
 QO0032
 QO0032  NGVD 29 (??/??/92)  334.059  (m)         1095.99   (f) ADJ UNCH    1 2
 QO0032
 QO0032.Superseded values are not recommended for survey control.
 QO0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0032.See file dsdata.txt to determine how the superseded data were derived.
 QO0032
 QO0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL545080(NAD 83)
 QO0032_MARKER: DB = BENCH MARK DISK
 QO0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0032_STAMPING: B-11 1933
 QO0032_PROJECTION: PROJECTING 5 CENTIMETERS
 QO0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0032+STABILITY: SURFACE MOTION
 QO0032_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0032+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2005
 QO0032
 QO0032  HISTORY     - Date     Condition        Report By
 QO0032  HISTORY     - 1933     MONUMENTED       CGS
 QO0032  HISTORY     - 1935     GOOD             NGS
 QO0032  HISTORY     - 1980     GOOD             NGS
 QO0032  HISTORY     - 20051124 GOOD             USPSQD
 QO0032
 QO0032                          STATION DESCRIPTION
 QO0032
 QO0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QO0032'2.7 MI SW FROM CLEAR LAKE.
 QO0032'ALONG THE MINNEAPOLIS ST. PAUL AND ASHLAND DIVISION OF THE CHICAGO AND
 QO0032'NORTH WESTERN RAILWAY, 1930 FEET SOUTH OF MILEPOST 28, WHERE POLK
 QO0032'COUNTY HIGHWAY NO. A CROSSES TRACK, IN THE NORTHEAST CORNER OF THE
 QO0032'INTERSECTION.  45.9 FEET EAST OF THE EAST RAIL, 62 FEET NORTHEAST OF
 QO0032'THE CENTER OF THE CROSSING, 42 FEET NORTH OF THE CENTERLINE OF HIGHWAY
 QO0032'A, ABOUT 2 FEET BELOW TOP OF RAIL.
 QO0032
 QO0032                          STATION RECOVERY (1935)
 QO0032
 QO0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 QO0032'RECOVERED IN GOOD CONDITION.
 QO0032
 QO0032                          STATION RECOVERY (1980)
 QO0032
 QO0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 QO0032'4.4 KM (2.7 MI) SOUTH ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 QO0032'COUNTY ROAD JJ IN CLEAR LAKE, THENCE 1.5 KM (0.95 MI) WEST ALONG
 QO0032'COUNTY ROAD A, AT THE CROSSING OF THE CHICAGO AND NORTHWESTERN
 QO0032'RAILROAD, 13.9 M (46.0 FT) EAST OF THE EAST RAIL, 12.7 M (42.0 FT)
 QO0032'NORTH OF THE CENTERLINE OF THE ROAD, 3.0 M (10.0 FT) NORTH OF A
 QO0032'POWERLINE POLE, 0.9 M (3.0 FT) WEST OF A FENCE.
 QO0032'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 QO0032'THE MARK IS 0.6 M ABOVE THE TRACKS.
 QO0032
 QO0032                          STATION RECOVERY (2005)
 QO0032
 QO0032'RECOVERY NOTE BY US POWER SQUADRON 2005 (DRB)
 QO0032'RECOVERED AS DESCRIBED EXCEPT THE TRACKS HAVE BEEN REMOVED AND THE
 QO0032'RAILROAD BED IS NOW A RECREATIONAL TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0004 ***********************************************************************
 NJ0004  DESIGNATION -  B 110
 NJ0004  PID         -  NJ0004
 NJ0004  STATE/COUNTY-  WI/GRANT
 NJ0004  USGS QUAD   -  MONTFORT (1978)
 NJ0004
 NJ0004                         *CURRENT SURVEY CONTROL
 NJ0004  ___________________________________________________________________
 NJ0004* NAD 83(1986)-  42 54 07.     (N)    090 25 49.     (W)     SCALED    
 NJ0004* NAVD 88     -       354.623  (meters)    1163.46   (feet)  ADJUSTED  
 NJ0004  ___________________________________________________________________
 NJ0004  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 NJ0004  DYNAMIC HT  -         354.519 (meters)    1163.12  (feet)  COMP
 NJ0004  MODELED GRAV-     980,315.1   (mgal)                       NAVD 88
 NJ0004
 NJ0004  VERT ORDER  -  SECOND    CLASS 0
 NJ0004
 NJ0004.The horizontal coordinates were scaled from a topographic map and have
 NJ0004.an estimated accuracy of +/- 6 seconds.
 NJ0004
 NJ0004.The orthometric height was determined by differential leveling
 NJ0004.and adjusted by the National Geodetic Survey in June 1991..
 NJ0004
 NJ0004.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0004.See file dsdata.txt to determine how the superseded data were derived.
 NJ0004
 NJ0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH097531(NAD 83)
 NJ0004_MARKER: DB = BENCH MARK DISK
 NJ0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0004_STAMPING: B 110 1934
 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 = OCTOBER  7, 2006
 NJ0334 ***********************************************************************
 NJ0334  DESIGNATION -  B 111
 NJ0334  PID         -  NJ0334
 NJ0334  STATE/COUNTY-  WI/GRANT
 NJ0334  USGS QUAD   -  CUBA CITY (1988)
 NJ0334
 NJ0334                         *CURRENT SURVEY CONTROL
 NJ0334  ___________________________________________________________________
 NJ0334* NAD 83(1986)-  42 36 34.     (N)    090 28 16.     (W)     SCALED    
 NJ0334* NAVD 88     -       300.171  (meters)     984.81   (feet)  ADJUSTED  
 NJ0334  ___________________________________________________________________
 NJ0334  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 NJ0334  DYNAMIC HT  -         300.077 (meters)     984.50  (feet)  COMP
 NJ0334  MODELED GRAV-     980,298.1   (mgal)                       NAVD 88
 NJ0334
 NJ0334  VERT ORDER  -  SECOND    CLASS 0
 NJ0334
 NJ0334.The horizontal coordinates were scaled from a topographic map and have
 NJ0334.an estimated accuracy of +/- 6 seconds.
 NJ0334
 NJ0334.The orthometric height was determined by differential leveling
 NJ0334.and adjusted by the National Geodetic Survey in June 1991..
 NJ0334
 NJ0334.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0334.See file dsdata.txt to determine how the superseded data were derived.
 NJ0334
 NJ0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH074205(NAD 83)
 NJ0334_MARKER: DB = BENCH MARK DISK
 NJ0334_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0334_SP_SET: CULVERT
 NJ0334_STAMPING: B 111 1934
 NJ0334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  7, 2006
 NH0752 ***********************************************************************
 NH0752  DESIGNATION -  B 112
 NH0752  PID         -  NH0752
 NH0752  STATE/COUNTY-  WI/GREEN
 NH0752  USGS QUAD   -  BROWNTOWN (1981)
 NH0752
 NH0752                         *CURRENT SURVEY CONTROL
 NH0752  ___________________________________________________________________
 NH0752* NAD 83(1986)-  42 34 47.     (N)    089 47 36.     (W)     SCALED    
 NH0752* NAVD 88     -       238.924  (meters)     783.87   (feet)  ADJUSTED  
 NH0752  ___________________________________________________________________
 NH0752  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 NH0752  DYNAMIC HT  -         238.849 (meters)     783.62  (feet)  COMP
 NH0752  MODELED GRAV-     980,300.5   (mgal)                       NAVD 88
 NH0752
 NH0752  VERT ORDER  -  SECOND    CLASS 0
 NH0752
 NH0752.The horizontal coordinates were scaled from a topographic map and have
 NH0752.an estimated accuracy of +/- 6 seconds.
 NH0752
 NH0752.The orthometric height was determined by differential leveling
 NH0752.and adjusted by the National Geodetic Survey in June 1991..
 NH0752
 NH0752.The geoid height was determined by GEOID03.
 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     -    64,420.      616,970.      MT  (+/- 180 meters Scaled)
 NH0752
 NH0752                          SUPERSEDED SURVEY CONTROL
 NH0752
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0752.See file dsdata.txt to determine how the superseded data were derived.
 NH0752
 NH0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN707179(NAD 83)
 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 25, 2002
 NH0752
 NH0752  HISTORY     - Date     Condition        Report By
 NH0752  HISTORY     - 1934     MONUMENTED       CGS
 NH0752  HISTORY     - 20010303 GOOD             NGS
 NH0752  HISTORY     - 20020925 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0445 ***********************************************************************
 NH0445  DESIGNATION -  B 113
 NH0445  PID         -  NH0445
 NH0445  STATE/COUNTY-  WI/ROCK
 NH0445  USGS QUAD   -  JANESVILLE WEST (1976)
 NH0445
 NH0445                         *CURRENT SURVEY CONTROL
 NH0445  ___________________________________________________________________
 NH0445* NAD 83(1986)-  42 40 12.     (N)    089 04 07.     (W)     SCALED    
 NH0445* NAVD 88     -       255.512  (meters)     838.29   (feet)  ADJUSTED  
 NH0445  ___________________________________________________________________
 NH0445  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 NH0445  DYNAMIC HT  -         255.438 (meters)     838.05  (feet)  COMP
 NH0445  MODELED GRAV-     980,324.8   (mgal)                       NAVD 88
 NH0445
 NH0445  VERT ORDER  -  SECOND    CLASS 0
 NH0445
 NH0445.The horizontal coordinates were scaled from a topographic map and have
 NH0445.an estimated accuracy of +/- 6 seconds.
 NH0445
 NH0445.The orthometric height was determined by differential leveling
 NH0445.and adjusted by the National Geodetic Survey in June 1991..
 NH0445
 NH0445.The geoid height was determined by GEOID03.
 NH0445
 NH0445.The dynamic height is computed by dividing the NAVD 88
 NH0445.geopotential number by the normal gravity value computed on the
 NH0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0445.degrees latitude (g = 980.6199 gals.).
 NH0445
 NH0445.The modeled gravity was interpolated from observed gravity values.
 NH0445
 NH0445;                    North         East    Units  Estimated Accuracy
 NH0445;SPC WI S     -    74,860.      676,350.      MT  (+/- 180 meters Scaled)
 NH0445
 NH0445                          SUPERSEDED SURVEY CONTROL
 NH0445
 NH0445  NGVD 29 (??/??/92)  255.581  (m)          838.52   (f) ADJ UNCH    2 0
 NH0445
 NH0445.Superseded values are not recommended for survey control.
 NH0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0445.See file dsdata.txt to determine how the superseded data were derived.
 NH0445
 NH0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN304262(NAD 83)
 NH0445_MARKER: DB = BENCH MARK DISK
 NH0445_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0445_SP_SET: BRIDGE
 NH0445_STAMPING: B-113 1934
 NH0445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0445
 NH0445  HISTORY     - Date     Condition        Report By
 NH0445  HISTORY     - 1934     MONUMENTED       CGS
 NH0445  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH0445
 NH0445                          STATION DESCRIPTION
 NH0445
 NH0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NH0445'2.4 MI W FROM JANESVILLE.
 NH0445'JACKSON STREET CROSSING OF THE CHICAGO AND NORTH WESTERN RAILROAD,
 NH0445'JANESVILLE, 2.4 MILES WEST OF.  ALONG THE CHICAGO, MILWAUKEE,
 NH0445'ST PAUL AND PACIFIC RAILROAD TO BRIDGE F-28.  SET IN THE EAST
 NH0445'RETAINING WALL, 7 FEET SOUTHEAST OF THE CENTER LINE OF THE
 NH0445'TRACK, AT RAIL LEVEL.  STANDARD DISK, SET IN RETAINING WALL,
 NH0445'STAMPED B 113 1934.
 NH0445
 NH0445                          STATION RECOVERY (2001)
 NH0445
 NH0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0445'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0336 ***********************************************************************
 NH0336  DESIGNATION -  B 115
 NH0336  PID         -  NH0336
 NH0336  STATE/COUNTY-  WI/WALWORTH
 NH0336  USGS QUAD   -  ELKHORN (1994)
 NH0336
 NH0336                         *CURRENT SURVEY CONTROL
 NH0336  ___________________________________________________________________
 NH0336* NAD 83(1986)-  42 41 37.     (N)    088 32 30.     (W)     SCALED    
 NH0336* NAVD 88     -       302.109  (meters)     991.17   (feet)  ADJUSTED  
 NH0336  ___________________________________________________________________
 NH0336  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 NH0336  DYNAMIC HT  -         302.021 (meters)     990.88  (feet)  COMP
 NH0336  MODELED GRAV-     980,323.2   (mgal)                       NAVD 88
 NH0336
 NH0336  VERT ORDER  -  SECOND    CLASS 0
 NH0336
 NH0336.The horizontal coordinates were scaled from a topographic map and have
 NH0336.an estimated accuracy of +/- 6 seconds.
 NH0336
 NH0336.The orthometric height was determined by differential leveling
 NH0336.and adjusted by the National Geodetic Survey in June 1991..
 NH0336
 NH0336.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0336.See file dsdata.txt to determine how the superseded data were derived.
 NH0336
 NH0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN737279(NAD 83)
 NH0336_MARKER: DB = BENCH MARK DISK
 NH0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0336_STAMPING: B 115 1934
 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 = OCTOBER  7, 2006
 NG0297 ***********************************************************************
 NG0297  DESIGNATION -  B 116 RESET 1975
 NG0297  PID         -  NG0297
 NG0297  STATE/COUNTY-  WI/RACINE
 NG0297  USGS QUAD   -  RACINE SOUTH (1976)
 NG0297
 NG0297                         *CURRENT SURVEY CONTROL
 NG0297  ___________________________________________________________________
 NG0297* NAD 83(1986)-  42 42 19.     (N)    087 51 06.     (W)     SCALED    
 NG0297* NAVD 88     -       220.19   (+/-2cm)     722.4    (feet)  VERTCON   
 NG0297  ___________________________________________________________________
 NG0297  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 NG0297
 NG0297  VERT ORDER  -  THIRD (See Below)
 NG0297
 NG0297.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 NG0297
 NG0297.The geoid height was determined by GEOID03.
 NG0297
 NG0297;                    North         East    Units  Estimated Accuracy
 NG0297;SPC WI S     -    80,620.      775,990.      MT  (+/- 180 meters Scaled)
 NG0297
 NG0297                          SUPERSEDED SURVEY CONTROL
 NG0297
 NG0297  NGVD 29 (09/01/04)  220.25   (m)          722.6    (f) RESET       3  
 NG0297
 NG0297.Superseded values are not recommended for survey control.
 NG0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0297.See file dsdata.txt to determine how the superseded data were derived.
 NG0297
 NG0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN302284(NAD 83)
 NG0297_MARKER: DB = BENCH MARK DISK
 NG0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NG0297_STAMPING: B 116 RESET 1975
 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 = OCTOBER  7, 2006
 NH0269 ***********************************************************************
 NH0269  DESIGNATION -  B 118
 NH0269  PID         -  NH0269
 NH0269  STATE/COUNTY-  WI/ROCK
 NH0269  USGS QUAD   -  CLINTON (1976)
 NH0269
 NH0269                         *CURRENT SURVEY CONTROL
 NH0269  ___________________________________________________________________
 NH0269* NAD 83(1986)-  42 34 09.     (N)    088 48 56.     (W)     SCALED    
 NH0269* NAVD 88     -       282.961  (meters)     928.35   (feet)  ADJUSTED  
 NH0269  ___________________________________________________________________
 NH0269  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 NH0269  DYNAMIC HT  -         282.875 (meters)     928.07  (feet)  COMP
 NH0269  MODELED GRAV-     980,308.2   (mgal)                       NAVD 88
 NH0269
 NH0269  VERT ORDER  -  SECOND    CLASS 0
 NH0269
 NH0269.The horizontal coordinates were scaled from a topographic map and have
 NH0269.an estimated accuracy of +/- 6 seconds.
 NH0269
 NH0269.The orthometric height was determined by differential leveling
 NH0269.and adjusted by the National Geodetic Survey in June 1991..
 NH0269
 NH0269.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0269.See file dsdata.txt to determine how the superseded data were derived.
 NH0269
 NH0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN509145(NAD 83)
 NH0269_MARKER: DB = BENCH MARK DISK
 NH0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0269_STAMPING: B 118 1960
 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 = OCTOBER  7, 2006
 QN0244 ***********************************************************************
 QN0244  DESIGNATION -  B 12
 QN0244  PID         -  QN0244
 QN0244  STATE/COUNTY-  WI/RUSK
 QN0244  USGS QUAD   -  STRICKLAND (1978)
 QN0244
 QN0244                         *CURRENT SURVEY CONTROL
 QN0244  ___________________________________________________________________
 QN0244* NAD 83(1986)-  45 26 06.     (N)    091 30 39.     (W)     SCALED    
 QN0244* NAVD 88     -       395.292  (meters)    1296.89   (feet)  ADJUSTED  
 QN0244  ___________________________________________________________________
 QN0244  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 QN0244  DYNAMIC HT  -         395.268 (meters)    1296.81  (feet)  COMP
 QN0244  MODELED GRAV-     980,543.8   (mgal)                       NAVD 88
 QN0244
 QN0244  VERT ORDER  -  FIRST     CLASS II
 QN0244
 QN0244.The horizontal coordinates were scaled from a topographic map and have
 QN0244.an estimated accuracy of +/- 6 seconds.
 QN0244
 QN0244.The orthometric height was determined by differential leveling
 QN0244.and adjusted by the National Geodetic Survey in June 1991..
 QN0244
 QN0244.The geoid height was determined by GEOID03.
 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     -   179,080.      481,790.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0244.See file dsdata.txt to determine how the superseded data were derived.
 QN0244
 QN0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL164323(NAD 83)
 QN0244_MARKER: DB = BENCH MARK DISK
 QN0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0244_STAMPING: B-12 1933
 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             NGS
 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 NATIONAL 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 = OCTOBER  7, 2006
 OM0123 ***********************************************************************
 OM0123  DESIGNATION -  B 120
 OM0123  PID         -  OM0123
 OM0123  STATE/COUNTY-  WI/MILWAUKEE
 OM0123  USGS QUAD   -  WAUWATOSA (1994)
 OM0123
 OM0123                         *CURRENT SURVEY CONTROL
 OM0123  ___________________________________________________________________
 OM0123* NAD 83(1986)-  43 06 26.     (N)    088 01 37.     (W)     SCALED    
 OM0123* NAVD 88     -       226.072  (meters)     741.70   (feet)  ADJUSTED  
 OM0123  ___________________________________________________________________
 OM0123  GEOID HEIGHT-         -34.96  (meters)                     GEOID03
 OM0123  DYNAMIC HT  -         226.014 (meters)     741.51  (feet)  COMP
 OM0123  MODELED GRAV-     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 scaled from a topographic map and have
 OM0123.an estimated accuracy of +/- 6 seconds.
 OM0123
 OM0123.The orthometric height was determined by differential leveling
 OM0123.and adjusted by the National Geodetic Survey in June 1991..
 OM0123
 OM0123.The geoid height was determined by GEOID03.
 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     -   124,900.      760,580.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0123.See file dsdata.txt to determine how the superseded data were derived.
 OM0123
 OM0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN164732(NAD 83)
 OM0123_MARKER: DB = BENCH MARK DISK
 OM0123_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OM0123_SP_SET: STEPS
 OM0123_STAMPING: B 120 1966
 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 = OCTOBER  7, 2006
 NJ0456 ***********************************************************************
 NJ0456  DESIGNATION -  B 121
 NJ0456  PID         -  NJ0456
 NJ0456  STATE/COUNTY-  WI/GRANT
 NJ0456  USGS QUAD   -  GUTTENBERG (1978)
 NJ0456
 NJ0456                         *CURRENT SURVEY CONTROL
 NJ0456  ___________________________________________________________________
 NJ0456* NAD 83(1986)-  42 47 56.     (N)    091 04 25.     (W)     SCALED    
 NJ0456* NAVD 88     -       188.680  (meters)     619.03   (feet)  ADJUSTED  
 NJ0456  ___________________________________________________________________
 NJ0456  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 NJ0456  DYNAMIC HT  -         188.629 (meters)     618.86  (feet)  COMP
 NJ0456  MODELED GRAV-     980,344.1   (mgal)                       NAVD 88
 NJ0456
 NJ0456  VERT ORDER  -  FIRST     CLASS I
 NJ0456
 NJ0456.The horizontal coordinates were scaled from a topographic map and have
 NJ0456.an estimated accuracy of +/- 6 seconds.
 NJ0456
 NJ0456.The orthometric height was determined by differential leveling
 NJ0456.and adjusted by the National Geodetic Survey in June 1991..
 NJ0456
 NJ0456.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0456.See file dsdata.txt to determine how the superseded data were derived.
 NJ0456
 NJ0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH575402(NAD 83)
 NJ0456_MARKER: DB = BENCH MARK DISK
 NJ0456_SETTING: 66 = SET IN ROCK OUTCROP
 NJ0456_SP_SET: ROCK OUTCROP
 NJ0456_STAMPING: B 121 1970
 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 = OCTOBER  7, 2006
 ON0349 ***********************************************************************
 ON0349  DESIGNATION -  B 122
 ON0349  PID         -  ON0349
 ON0349  STATE/COUNTY-  WI/CRAWFORD
 ON0349  USGS QUAD   -  PRAIRIE DU CHIEN (1983)
 ON0349
 ON0349                         *CURRENT SURVEY CONTROL
 ON0349  ___________________________________________________________________
 ON0349* NAD 83(1986)-  43 03 52.     (N)    091 08 30.     (W)     SCALED    
 ON0349* NAVD 88     -       193.898  (meters)     636.15   (feet)  ADJUSTED  
 ON0349  ___________________________________________________________________
 ON0349  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 ON0349  DYNAMIC HT  -         193.851 (meters)     635.99  (feet)  COMP
 ON0349  MODELED GRAV-     980,370.9   (mgal)                       NAVD 88
 ON0349
 ON0349  VERT ORDER  -  FIRST     CLASS I
 ON0349
 ON0349.The horizontal coordinates were scaled from a topographic map and have
 ON0349.an estimated accuracy of +/- 6 seconds.
 ON0349
 ON0349.The orthometric height was determined by differential leveling
 ON0349.and adjusted by the National Geodetic Survey in June 1991..
 ON0349
 ON0349.The geoid height was determined by GEOID03.
 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     -   118,890.      507,010.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0349.See file dsdata.txt to determine how the superseded data were derived.
 ON0349
 ON0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH513696(NAD 83)
 ON0349_MARKER: DB = BENCH MARK DISK
 ON0349_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ON0349_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ON0349_STAMPING: B 122 1970
 ON0349_MARK LOGO: NGS   
 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 - April 11, 2003
 ON0349
 ON0349  HISTORY     - Date     Condition        Report By
 ON0349  HISTORY     - 1970     MONUMENTED       NGS
 ON0349  HISTORY     - 20030411 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0407 ***********************************************************************
 ON0407  DESIGNATION -  B 123
 ON0407  PID         -  ON0407
 ON0407  STATE/COUNTY-  WI/CRAWFORD
 ON0407  USGS QUAD   -  LANSING (1983)
 ON0407
 ON0407                         *CURRENT SURVEY CONTROL
 ON0407  ___________________________________________________________________
 ON0407* NAD 83(1986)-  43 21 44.     (N)    091 07 43.     (W)     SCALED    
 ON0407* NAVD 88     -       194.026  (meters)     636.57   (feet)  ADJUSTED  
 ON0407  ___________________________________________________________________
 ON0407  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 ON0407  DYNAMIC HT  -         193.981 (meters)     636.42  (feet)  COMP
 ON0407  MODELED GRAV-     980,384.3   (mgal)                       NAVD 88
 ON0407
 ON0407  VERT ORDER  -  FIRST     CLASS I
 ON0407
 ON0407.The horizontal coordinates were scaled from a topographic map and have
 ON0407.an estimated accuracy of +/- 6 seconds.
 ON0407
 ON0407.The orthometric height was determined by differential leveling
 ON0407.and adjusted by the National Geodetic Survey in June 1991..
 ON0407
 ON0407.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0407.See file dsdata.txt to determine how the superseded data were derived.
 ON0407
 ON0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ516027(NAD 83)
 ON0407_MARKER: DB = BENCH MARK DISK
 ON0407_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ON0407_SP_SET: BRIDGE ABUTMENT
 ON0407_STAMPING: B 123 1970
 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 = OCTOBER  7, 2006
 ON0235 ***********************************************************************
 ON0235  DESIGNATION -  B 124
 ON0235  PID         -  ON0235
 ON0235  STATE/COUNTY-  WI/VERNON
 ON0235  USGS QUAD   -  STODDARD (1983)
 ON0235
 ON0235                         *CURRENT SURVEY CONTROL
 ON0235  ___________________________________________________________________
 ON0235* NAD 83(1986)-  43 42 03.     (N)    091 12 53.     (W)     SCALED    
 ON0235* NAVD 88     -       195.320  (meters)     640.81   (feet)  ADJUSTED  
 ON0235  ___________________________________________________________________
 ON0235  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 ON0235  DYNAMIC HT  -         195.280 (meters)     640.68  (feet)  COMP
 ON0235  MODELED GRAV-     980,410.0   (mgal)                       NAVD 88
 ON0235
 ON0235  VERT ORDER  -  FIRST     CLASS I
 ON0235
 ON0235.The horizontal coordinates were scaled from a topographic map and have
 ON0235.an estimated accuracy of +/- 6 seconds.
 ON0235
 ON0235.The orthometric height was determined by differential leveling
 ON0235.and adjusted by the National Geodetic Survey in June 1991..
 ON0235
 ON0235.The geoid height was determined by GEOID03.
 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     -   189,660.      502,090.      MT  (+/- 180 meters Scaled)
 ON0235
 ON0235                          SUPERSEDED SURVEY CONTROL
 ON0235
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0235.See file dsdata.txt to determine how the superseded data were derived.
 ON0235
 ON0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ438401(NAD 83)
 ON0235_MARKER: DB = BENCH MARK DISK
 ON0235_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ON0235_SP_SET: 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 - April 10, 2004
 ON0235
 ON0235  HISTORY     - Date     Condition        Report By
 ON0235  HISTORY     - 1970     MONUMENTED       NGS
 ON0235  HISTORY     - 20030520 GOOD             USPSQD
 ON0235  HISTORY     - 20040410 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0403 ***********************************************************************
 PO0403  DESIGNATION -  B 125
 PO0403  PID         -  PO0403
 PO0403  STATE/COUNTY-  WI/BUFFALO
 PO0403  USGS QUAD   -  FOUNTAIN CITY (1972)
 PO0403
 PO0403                         *CURRENT SURVEY CONTROL
 PO0403  ___________________________________________________________________
 PO0403* NAD 83(1986)-  44 07 50.     (N)    091 43 05.     (W)     SCALED    
 PO0403* NAVD 88     -       201.951  (meters)     662.57   (feet)  ADJUSTED  
 PO0403  ___________________________________________________________________
 PO0403  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 PO0403  DYNAMIC HT  -         201.923 (meters)     662.48  (feet)  COMP
 PO0403  MODELED GRAV-     980,473.0   (mgal)                       NAVD 88
 PO0403
 PO0403  VERT ORDER  -  FIRST     CLASS I
 PO0403
 PO0403.The horizontal coordinates were scaled from a topographic map and have
 PO0403.an estimated accuracy of +/- 6 seconds.
 PO0403
 PO0403.The orthometric height was determined by differential leveling
 PO0403.and adjusted by the National Geodetic Survey in June 1991..
 PO0403
 PO0403.The geoid height was determined by GEOID03.
 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     -    34,480.      462,510.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0403.See file dsdata.txt to determine how the superseded data were derived.
 PO0403
 PO0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ025871(NAD 83)
 PO0403_MARKER: DB = BENCH MARK DISK
 PO0403_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PO0403_SP_SET: UNDERPASS
 PO0403_STAMPING: B 125 1970
 PO0403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PO0403
 PO0403  HISTORY     - Date     Condition        Report By
 PO0403  HISTORY     - 1970     MONUMENTED       NGS
 PO0403  HISTORY     - 19960630 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP0429 ***********************************************************************
 PP0429  DESIGNATION -  B 126
 PP0429  PID         -  PP0429
 PP0429  STATE/COUNTY-  WI/PIERCE
 PP0429  USGS QUAD   -  RED WING (1994)
 PP0429
 PP0429                         *CURRENT SURVEY CONTROL
 PP0429  ___________________________________________________________________
 PP0429* NAD 83(1986)-  44 35 38.     (N)    092 32 17.     (W)     SCALED    
 PP0429* NAVD 88     -       225.290  (meters)     739.14   (feet)  ADJUSTED  
 PP0429  ___________________________________________________________________
 PP0429  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 PP0429  DYNAMIC HT  -         225.258 (meters)     739.03  (feet)  COMP
 PP0429  MODELED GRAV-     980,472.2   (mgal)                       NAVD 88
 PP0429
 PP0429  VERT ORDER  -  FIRST     CLASS I
 PP0429
 PP0429.The horizontal coordinates were scaled from a topographic map and have
 PP0429.an estimated accuracy of +/- 6 seconds.
 PP0429
 PP0429.The orthometric height was determined by differential leveling
 PP0429.and adjusted by the National Geodetic Survey in June 1991..
 PP0429
 PP0429.The geoid height was determined by GEOID03.
 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     -    87,660.      398,520.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0429.See file dsdata.txt to determine how the superseded data were derived.
 PP0429
 PP0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK366379(NAD 83)
 PP0429_MARKER: DB = BENCH MARK DISK
 PP0429_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP0429_SP_SET: 48 FEET
 PP0429_STAMPING: B 126 1970
 PP0429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0429+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2003
 PP0429
 PP0429  HISTORY     - Date     Condition        Report By
 PP0429  HISTORY     - 1970     MONUMENTED       NGS
 PP0429  HISTORY     - 20030920 GOOD             USPSQD
 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'LAT LO AS MEASURED 44 35 38.1  092 32 18.2 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP0489 ***********************************************************************
 PP0489  DESIGNATION -  B 127
 PP0489  PID         -  PP0489
 PP0489  STATE/COUNTY-  WI/PIERCE
 PP0489  USGS QUAD   -  HASTINGS (1993)
 PP0489
 PP0489                         *CURRENT SURVEY CONTROL
 PP0489  ___________________________________________________________________
 PP0489* NAD 83(1986)-  44 44 34.     (N)    092 47 25.     (W)     SCALED    
 PP0489* NAVD 88     -       242.946  (meters)     797.07   (feet)  ADJUSTED  
 PP0489  ___________________________________________________________________
 PP0489  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 PP0489  DYNAMIC HT  -         242.917 (meters)     796.97  (feet)  COMP
 PP0489  MODELED GRAV-     980,490.8   (mgal)                       NAVD 88
 PP0489
 PP0489  VERT ORDER  -  FIRST     CLASS I
 PP0489
 PP0489.The horizontal coordinates were scaled from a topographic map and have
 PP0489.an estimated accuracy of +/- 6 seconds.
 PP0489
 PP0489.The orthometric height was determined by differential leveling
 PP0489.and adjusted by the National Geodetic Survey in June 1991..
 PP0489
 PP0489.The geoid height was determined by GEOID03.
 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     -   104,850.      379,070.      MT  (+/- 180 meters Scaled)
 PP0489
 PP0489                          SUPERSEDED SURVEY CONTROL
 PP0489
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0489.See file dsdata.txt to determine how the superseded data were derived.
 PP0489
 PP0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK166543(NAD 83)
 PP0489_MARKER: DB = BENCH MARK DISK
 PP0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0489_SP_SET: CONCRETE POST
 PP0489_STAMPING: B 127 1970
 PP0489_MARK LOGO: NGS   
 PP0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0489+STABILITY: SURFACE MOTION
 PP0489
 PP0489  HISTORY     - Date     Condition        Report By
 PP0489  HISTORY     - 1970     MONUMENTED       NGS
 PP0489  HISTORY     - 19880808 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0353 ***********************************************************************
 QL0353  DESIGNATION -  B 128
 QL0353  PID         -  QL0353
 QL0353  STATE/COUNTY-  WI/MARINETTE
 QL0353  USGS QUAD   -  MARINETTE WEST (1975)
 QL0353
 QL0353                         *CURRENT SURVEY CONTROL
 QL0353  ___________________________________________________________________
 QL0353* NAD 83(1986)-  45 05 38.     (N)    087 38 23.     (W)     SCALED    
 QL0353* NAVD 88     -       186.489  (meters)     611.84   (feet)  ADJUSTED  
 QL0353  ___________________________________________________________________
 QL0353  GEOID HEIGHT-         -36.91  (meters)                     GEOID03
 QL0353  DYNAMIC HT  -         186.470 (meters)     611.78  (feet)  COMP
 QL0353  MODELED GRAV-     980,515.6   (mgal)                       NAVD 88
 QL0353
 QL0353  VERT ORDER  -  FIRST     CLASS 0
 QL0353
 QL0353.The horizontal coordinates were scaled from a topographic map and have
 QL0353.an estimated accuracy of +/- 6 seconds.
 QL0353
 QL0353.The orthometric height was determined by differential leveling
 QL0353.and adjusted by the National Geodetic Survey in June 1991..
 QL0353
 QL0353.The geoid height was determined by GEOID03.
 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     -   142,770.      785,760.      MT  (+/- 180 meters Scaled)
 QL0353
 QL0353                          SUPERSEDED SURVEY CONTROL
 QL0353
 QL0353.No superseded survey control is available for this station.
 QL0353
 QL0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ496935(NAD 83)
 QL0353_MARKER: DB = BENCH MARK DISK
 QL0353_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0353_SP_SET: 9 FEET
 QL0353_STAMPING: B 128 1972
 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 = OCTOBER  7, 2006
 PM0211 ***********************************************************************
 PM0211  DESIGNATION -  B 129
 PM0211  PID         -  PM0211
 PM0211  STATE/COUNTY-  WI/OCONTO
 PM0211  USGS QUAD   -  OCONTO WEST (1974)
 PM0211
 PM0211                         *CURRENT SURVEY CONTROL
 PM0211  ___________________________________________________________________
 PM0211* NAD 83(1986)-  44 53 16.     (N)    087 52 54.     (W)     SCALED    
 PM0211* NAVD 88     -       178.835  (meters)     586.73   (feet)  ADJUSTED  
 PM0211  ___________________________________________________________________
 PM0211  GEOID HEIGHT-         -36.49  (meters)                     GEOID03
 PM0211  DYNAMIC HT  -         178.818 (meters)     586.67  (feet)  COMP
 PM0211  MODELED GRAV-     980,520.5   (mgal)                       NAVD 88
 PM0211
 PM0211  VERT ORDER  -  FIRST     CLASS 0
 PM0211
 PM0211.The horizontal coordinates were scaled from a topographic map and have
 PM0211.an estimated accuracy of +/- 6 seconds.
 PM0211
 PM0211.The orthometric height was determined by differential leveling
 PM0211.and adjusted by the National Geodetic Survey in June 1991..
 PM0211
 PM0211.The geoid height was determined by GEOID03.
 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     -   119,350.      767,320.      MT  (+/- 180 meters Scaled)
 PM0211
 PM0211                          SUPERSEDED SURVEY CONTROL
 PM0211
 PM0211.No superseded survey control is available for this station.
 PM0211
 PM0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ303708(NAD 83)
 PM0211_MARKER: DB = BENCH MARK DISK
 PM0211_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PM0211_SP_SET: 29 FT
 PM0211_STAMPING: B 129 1972
 PM0211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0211_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0211+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL1119 ***********************************************************************
 RL1119  DESIGNATION -  B 13
 RL1119  PID         -  RL1119
 RL1119  STATE/COUNTY-  WI/IRON
 RL1119  USGS QUAD   -  POWELL (1981)
 RL1119
 RL1119                         *CURRENT SURVEY CONTROL
 RL1119  ___________________________________________________________________
 RL1119* NAD 83(1986)-  46 06 44.     (N)    089 59 24.     (W)     SCALED    
 RL1119* NAVD 88     -       485.336  (meters)    1592.31   (feet)  ADJUSTED  
 RL1119  ___________________________________________________________________
 RL1119  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 RL1119  DYNAMIC HT  -         485.331 (meters)    1592.29  (feet)  COMP
 RL1119  MODELED GRAV-     980,589.7   (mgal)                       NAVD 88
 RL1119
 RL1119  VERT ORDER  -  FIRST     CLASS II
 RL1119
 RL1119.The horizontal coordinates were scaled from a topographic map and have
 RL1119.an estimated accuracy of +/- 6 seconds.
 RL1119
 RL1119.The orthometric height was determined by differential leveling
 RL1119.and adjusted by the National Geodetic Survey in June 1991..
 RL1119
 RL1119.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1119.See file dsdata.txt to determine how the superseded data were derived.
 RL1119
 RL1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS689108(NAD 83)
 RL1119_MARKER: DB = BENCH MARK DISK
 RL1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1119_STAMPING: B 13 1934
 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 = OCTOBER  7, 2006
 PN0162 ***********************************************************************
 PN0162  DESIGNATION -  B 131
 PN0162  PID         -  PN0162
 PN0162  STATE/COUNTY-  WI/BROWN
 PN0162  USGS QUAD   -  DE PERE (1992)
 PN0162
 PN0162                         *CURRENT SURVEY CONTROL
 PN0162  ___________________________________________________________________
 PN0162* NAD 83(1986)-  44 29 47.     (N)    088 01 58.     (W)     SCALED    
 PN0162* NAVD 88     -       182.336  (meters)     598.21   (feet)  ADJUSTED  
 PN0162  ___________________________________________________________________
 PN0162  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 PN0162  DYNAMIC HT  -         182.313 (meters)     598.14  (feet)  COMP
 PN0162  MODELED GRAV-     980,490.4   (mgal)                       NAVD 88
 PN0162
 PN0162  VERT ORDER  -  FIRST     CLASS 0
 PN0162
 PN0162.The horizontal coordinates were scaled from a topographic map and have
 PN0162.an estimated accuracy of +/- 6 seconds.
 PN0162
 PN0162.The orthometric height was determined by differential leveling
 PN0162.and adjusted by the National Geodetic Survey in June 1991..
 PN0162
 PN0162.The geoid height was determined by GEOID03.
 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     -    75,570.      756,440.      MT  (+/- 180 meters Scaled)
 PN0162
 PN0162                          SUPERSEDED SURVEY CONTROL
 PN0162
 PN0162  NGVD 29 (??/??/92)  182.37   (m)          598.3    (f) COMPUTED    1 0
 PN0162
 PN0162.Superseded values are not recommended for survey control.
 PN0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0162.See file dsdata.txt to determine how the superseded data were derived.
 PN0162
 PN0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ178275(NAD 83)
 PN0162_MARKER: DB = BENCH MARK DISK
 PN0162_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PN0162_SP_SET: 32 FEET
 PN0162_STAMPING: B 131 1972
 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 - August 09, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0147 ***********************************************************************
 PM0147  DESIGNATION -  B 132
 PM0147  PID         -  PM0147
 PM0147  STATE/COUNTY-  WI/MANITOWOC
 PM0147  USGS QUAD   -  MANITOWOC (1973)
 PM0147
 PM0147                         *CURRENT SURVEY CONTROL
 PM0147  ___________________________________________________________________
 PM0147* NAD 83(1986)-  44 04 00.     (N)    087 40 58.     (W)     SCALED    
 PM0147* NAVD 88     -       200.181  (meters)     656.76   (feet)  ADJUSTED  
 PM0147  ___________________________________________________________________
 PM0147  GEOID HEIGHT-         -36.11  (meters)                     GEOID03
 PM0147  DYNAMIC HT  -         200.147 (meters)     656.65  (feet)  COMP
 PM0147  MODELED GRAV-     980,447.0   (mgal)                       NAVD 88
 PM0147
 PM0147  VERT ORDER  -  FIRST     CLASS 0
 PM0147
 PM0147.The horizontal coordinates were scaled from a topographic map and have
 PM0147.an estimated accuracy of +/- 6 seconds.
 PM0147
 PM0147.The orthometric height was determined by differential leveling
 PM0147.and adjusted by the National Geodetic Survey in June 1991..
 PM0147
 PM0147.The geoid height was determined by GEOID03.
 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     -   232,170.      785,620.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0147.See file dsdata.txt to determine how the superseded data were derived.
 PM0147
 PM0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP453795(NAD 83)
 PM0147_MARKER: DB = BENCH MARK DISK
 PM0147_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PM0147_SP_SET: 24 FEET
 PM0147_STAMPING: B 132 1972
 PM0147_MARK LOGO: NGS   
 PM0147_PROJECTION: FLUSH
 PM0147_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PM0147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0147+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2003
 PM0147
 PM0147  HISTORY     - Date     Condition        Report By
 PM0147  HISTORY     - 1972     MONUMENTED       NGS
 PM0147  HISTORY     - 20010524 GOOD             WIDT
 PM0147  HISTORY     - 20030622 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0191 ***********************************************************************
 OL0191  DESIGNATION -  B 133
 OL0191  PID         -  OL0191
 OL0191  STATE/COUNTY-  WI/SHEBOYGAN
 OL0191  USGS QUAD   -  SHEBOYGAN FALLS (1994)
 OL0191
 OL0191                         *CURRENT SURVEY CONTROL
 OL0191  ___________________________________________________________________
 OL0191* NAD 83(1986)-  43 41 18.     (N)    087 45 32.     (W)     SCALED    
 OL0191* NAVD 88     -       221.317  (meters)     726.10   (feet)  ADJUSTED  
 OL0191  ___________________________________________________________________
 OL0191  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 OL0191  DYNAMIC HT  -         221.274 (meters)     725.96  (feet)  COMP
 OL0191  MODELED GRAV-     980,422.4   (mgal)                       NAVD 88
 OL0191
 OL0191  VERT ORDER  -  FIRST     CLASS 0
 OL0191
 OL0191.The horizontal coordinates were scaled from a topographic map and have
 OL0191.an estimated accuracy of +/- 6 seconds.
 OL0191
 OL0191.The orthometric height was determined by differential leveling
 OL0191.and adjusted by the National Geodetic Survey in June 1991..
 OL0191
 OL0191.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0191.See file dsdata.txt to determine how the superseded data were derived.
 OL0191
 OL0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP388375(NAD 83)
 OL0191_MARKER: DB = BENCH MARK DISK
 OL0191_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OL0191_SP_SET: 12 FEET
 OL0191_STAMPING: B 133 1972
 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 = OCTOBER  7, 2006
 OL0121 ***********************************************************************
 OL0121  DESIGNATION -  B 134
 OL0121  PID         -  OL0121
 OL0121  STATE/COUNTY-  WI/MILWAUKEE
 OL0121  USGS QUAD   -  MILWAUKEE (1971)
 OL0121
 OL0121                         *CURRENT SURVEY CONTROL
 OL0121  ___________________________________________________________________
 OL0121* NAD 83(1986)-  43 07 15.     (N)    087 56 06.     (W)     SCALED    
 OL0121* NAVD 88     -       197.544  (meters)     648.11   (feet)  ADJUSTED  
 OL0121  ___________________________________________________________________
 OL0121  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 OL0121  DYNAMIC HT  -         197.494 (meters)     647.94  (feet)  COMP
 OL0121  MODELED GRAV-     980,361.9   (mgal)                       NAVD 88
 OL0121
 OL0121  VERT ORDER  -  FIRST     CLASS 0
 OL0121
 OL0121.The horizontal coordinates were scaled from a topographic map and have
 OL0121.an estimated accuracy of +/- 6 seconds.
 OL0121
 OL0121.The orthometric height was determined by differential leveling
 OL0121.and adjusted by the National Geodetic Survey in June 1991..
 OL0121
 OL0121.The geoid height was determined by GEOID03.
 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     -   126,590.      768,030.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0121.See file dsdata.txt to determine how the superseded data were derived.
 OL0121
 OL0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN239746(NAD 83)
 OL0121_MARKER: DB = BENCH MARK DISK
 OL0121_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OL0121_SP_SET: ABUTMENT
 OL0121_STAMPING: B 134 1972
 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 = OCTOBER  7, 2006
 RN0152 ***********************************************************************
 RN0152  DESIGNATION -  B 135
 RN0152  PID         -  RN0152
 RN0152  STATE/COUNTY-  WI/DOUGLAS
 RN0152  USGS QUAD   -  FROGNER (1981)
 RN0152
 RN0152                         *CURRENT SURVEY CONTROL
 RN0152  ___________________________________________________________________
 RN0152* NAD 83(1986)-  46 30 25.     (N)    092 15 56.     (W)     SCALED    
 RN0152* NAVD 88     -       273.926  (meters)     898.71   (feet)  ADJUSTED  
 RN0152  ___________________________________________________________________
 RN0152  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 RN0152  DYNAMIC HT  -         273.943 (meters)     898.76  (feet)  COMP
 RN0152  MODELED GRAV-     980,670.0   (mgal)                       NAVD 88
 RN0152
 RN0152  VERT ORDER  -  SECOND    CLASS 0
 RN0152
 RN0152.The horizontal coordinates were scaled from a topographic map and have
 RN0152.an estimated accuracy of +/- 6 seconds.
 RN0152
 RN0152.The orthometric height was determined by differential leveling
 RN0152.and adjusted by the National Geodetic Survey in June 1991..
 RN0152
 RN0152.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0152.See file dsdata.txt to determine how the superseded data were derived.
 RN0152
 RN0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM563506(NAD 83)
 RN0152_MARKER: DB = BENCH MARK DISK
 RN0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0152_STAMPING: B 135 1935
 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 = OCTOBER  7, 2006
 RN0176 ***********************************************************************
 RN0176  DESIGNATION -  B 136
 RN0176  PID         -  RN0176
 RN0176  STATE/COUNTY-  WI/DOUGLAS
 RN0176  USGS QUAD   -  BOREA (1981)
 RN0176
 RN0176                         *CURRENT SURVEY CONTROL
 RN0176  ___________________________________________________________________
 RN0176* NAD 83(1986)-  46 35 33.     (N)    092 08 24.     (W)     SCALED    
 RN0176* NAVD 88     -       216.537  (meters)     710.42   (feet)  ADJUSTED  
 RN0176  ___________________________________________________________________
 RN0176  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 RN0176  DYNAMIC HT  -         216.558 (meters)     710.49  (feet)  COMP
 RN0176  MODELED GRAV-     980,707.6   (mgal)                       NAVD 88
 RN0176
 RN0176  VERT ORDER  -  SECOND    CLASS 0
 RN0176
 RN0176.The horizontal coordinates were scaled from a topographic map and have
 RN0176.an estimated accuracy of +/- 6 seconds.
 RN0176
 RN0176.The orthometric height was determined by differential leveling
 RN0176.and adjusted by the National Geodetic Survey in June 1991..
 RN0176
 RN0176.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0176.See file dsdata.txt to determine how the superseded data were derived.
 RN0176
 RN0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM658602(NAD 83)
 RN0176_MARKER: DB = BENCH MARK DISK
 RN0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0176_STAMPING: B 136 1935
 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 = OCTOBER  7, 2006
 NG0335 ***********************************************************************
 NG0335  DESIGNATION -  B 137
 NG0335  PID         -  NG0335
 NG0335  STATE/COUNTY-  WI/MILWAUKEE
 NG0335  USGS QUAD   -  GREENDALE (1976)
 NG0335
 NG0335                         *CURRENT SURVEY CONTROL
 NG0335  ___________________________________________________________________
 NG0335* NAD 83(1986)-  42 54 02.     (N)    087 54 40.     (W)     SCALED    
 NG0335* NAVD 88     -       220.519  (meters)     723.49   (feet)  ADJUSTED  
 NG0335  ___________________________________________________________________
 NG0335  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 NG0335  DYNAMIC HT  -         220.458 (meters)     723.29  (feet)  COMP
 NG0335  MODELED GRAV-     980,338.9   (mgal)                       NAVD 88
 NG0335
 NG0335  VERT ORDER  -  FIRST     CLASS 0
 NG0335
 NG0335.The horizontal coordinates were scaled from a topographic map and have
 NG0335.an estimated accuracy of +/- 6 seconds.
 NG0335
 NG0335.The orthometric height was determined by differential leveling
 NG0335.and adjusted by the National Geodetic Survey in June 1991..
 NG0335
 NG0335.The geoid height was determined by GEOID03.
 NG0335
 NG0335.The dynamic height is computed by dividing the NAVD 88
 NG0335.geopotential number by the normal gravity value computed on the
 NG0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0335.degrees latitude (g = 980.6199 gals.).
 NG0335
 NG0335.The modeled gravity was interpolated from observed gravity values.
 NG0335
 NG0335;                    North         East    Units  Estimated Accuracy
 NG0335;SPC WI S     -   102,180.      770,580.      MT  (+/- 180 meters Scaled)
 NG0335
 NG0335                          SUPERSEDED SURVEY CONTROL
 NG0335
 NG0335.No superseded survey control is available for this station.
 NG0335
 NG0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN256501(NAD 83)
 NG0335_MARKER: DB = BENCH MARK DISK
 NG0335_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NG0335+WITH SETTING: INTO GROUND
 NG0335_STAMPING: B 137 1972
 NG0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0335+STABILITY: SURFACE MOTION
 NG0335
 NG0335  HISTORY     - Date     Condition        Report By
 NG0335  HISTORY     - 1972     MONUMENTED       NGS
 NG0335  HISTORY     - 1990     GOOD             USPSQD
 NG0335  HISTORY     - 20050323 MARK NOT FOUND   GEOCAC
 NG0335
 NG0335                          STATION DESCRIPTION
 NG0335
 NG0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 NG0335'1 MI N FROM OAK CREEK.
 NG0335'ABOUT 1.05 MILES NORTH ALONG STATE HIGHWAY 38 FROM THE POST
 NG0335'OFFICE AT OAK CREEK, AT THE SOUTHEAST CORNER OF THE INTERSECTION
 NG0335'OF THE HIGHWAY AND DREXEL AVENUE, 20.0 FEET EAST OF THE EAST
 NG0335'CURB OF THE NORTHBOUND LANE OF THE HIGHWAY, 16 1/2 FEET
 NG0335'NORTHEAST OF THE CENTER OF A MANHOLE COVER, 11.8 FEET SOUTH
 NG0335'OF THE SOUTH CURB OF DREXEL AVENUE, 7.2 FEET SOUTHWEST OF THE
 NG0335'SOUTHWEST CORNER OF A METAL BASE SUPPORTING A TRAFFIC LIGHT,
 NG0335'2 FEET SOUTH OF POWER POLE 67-5503-40-5, 1/2 FOOT ABOVE THE
 NG0335'LEVEL OF THE HIGHWAY AND IS A DISK ON THE TOP OF A COPPER COATED
 NG0335'STEEL ROD THAT IS 4-FOOT LONG AND ATTACHED TO A METAL BASE
 NG0335'PLATE.  THE DISK IS 2 INCHES BELOW THE LEVEL OF THE GROUND AND
 NG0335'ENCASED IN A 4 INCH METAL PIPE THAT IS FLUSH WITH THE GROUND.
 NG0335'SEC 16, T5N, R22E
 NG0335
 NG0335                          STATION RECOVERY (1990)
 NG0335
 NG0335'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCB)
 NG0335'RECOVERED IN GOOD CONDITION.
 NG0335
 NG0335                          STATION RECOVERY (2005)
 NG0335
 NG0335'RECOVERY NOTE BY GEOCACHING 2005 (CZ)
 NG0335'POSSIBLY DISTURBED WHEN NEW SIDEWALKS WERE LAID. FOUND METAL SURVEY
 NG0335'STAKE SET AT LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0366 ***********************************************************************
 NG0366  DESIGNATION -  B 138
 NG0366  PID         -  NG0366
 NG0366  STATE/COUNTY-  WI/RACINE
 NG0366  USGS QUAD   -  RACINE SOUTH (1976)
 NG0366
 NG0366                         *CURRENT SURVEY CONTROL
 NG0366  ___________________________________________________________________
 NG0366* NAD 83(1986)-  42 43 33.     (N)    087 47 19.     (W)     SCALED    
 NG0366* NAVD 88     -       189.786  (meters)     622.66   (feet)  ADJUSTED  
 NG0366  ___________________________________________________________________
 NG0366  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 NG0366  DYNAMIC HT  -         189.732 (meters)     622.48  (feet)  COMP
 NG0366  MODELED GRAV-     980,333.7   (mgal)                       NAVD 88
 NG0366
 NG0366  VERT ORDER  -  SECOND    CLASS I
 NG0366
 NG0366.The horizontal coordinates were scaled from a topographic map and have
 NG0366.an estimated accuracy of +/- 6 seconds.
 NG0366
 NG0366.The orthometric height was determined by differential leveling
 NG0366.and adjusted by the National Geodetic Survey in February 2004..
 NG0366
 NG0366.The geoid height was determined by GEOID03.
 NG0366
 NG0366.The dynamic height is computed by dividing the NAVD 88
 NG0366.geopotential number by the normal gravity value computed on the
 NG0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0366.degrees latitude (g = 980.6199 gals.).
 NG0366
 NG0366.The modeled gravity was interpolated from observed gravity values.
 NG0366
 NG0366;                    North         East    Units  Estimated Accuracy
 NG0366;SPC WI S     -    83,040.      781,100.      MT  (+/- 180 meters Scaled)
 NG0366
 NG0366                          SUPERSEDED SURVEY CONTROL
 NG0366
 NG0366  NAVD 88 (06/15/91)  189.789  (m)          622.67   (f) UNKNOWN     1 0
 NG0366  NGVD 29 (??/??/92)  189.85   (m)          622.9    (f) COMPUTED    1 0
 NG0366
 NG0366.Superseded values are not recommended for survey control.
 NG0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0366.See file dsdata.txt to determine how the superseded data were derived.
 NG0366
 NG0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN354306(NAD 83)
 NG0366_MARKER: DB = BENCH MARK DISK
 NG0366_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NG0366_SP_SET: BUILDING
 NG0366_STAMPING: B 138 1972
 NG0366_MARK LOGO: CGS   
 NG0366_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NG0366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0366+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2003
 NG0366
 NG0366  HISTORY     - Date     Condition        Report By
 NG0366  HISTORY     - 1972     MONUMENTED       NGS
 NG0366  HISTORY     - 1990     GOOD             USPSQD
 NG0366  HISTORY     - 20000226 GOOD             USPSQD
 NG0366  HISTORY     - 20010301 GOOD             WIDT
 NG0366  HISTORY     - 20030913 GOOD             USPSQD
 NG0366
 NG0366                          STATION DESCRIPTION
 NG0366
 NG0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 NG0366'AT RACINE.
 NG0366'AT RACINE, AT THE WEST END OF 7TH STREET, IN THE Y FORMED BY 6TH
 NG0366'STREET AND WASHINGTON AVENUE, AT THE WEST END OF THE CITY HALL,
 NG0366'SET IN THE TOP OF THE EAST END OF THE 2 1/2 FOOT WIDE STONE WALL
 NG0366'AT THE SOUTH END OF THE STEPS LEADING TO THE WEST ENTRANCE OF
 NG0366'THE CITY HALL, 78 FEET NORTHWEST OF THE NORTHWEST CURBLINE OF
 NG0366'WASHINGTON AVENUE, 81 FEET SOUTH OF THE SOUTH CURBLINE OF 6TH
 NG0366'STREET, 1.3 FEET WEST OF THE WEST WALL OF THE BUILDING, ABOUT
 NG0366'2 FEET ABOVE THE LEVEL OF 6TH STREET.  SEC 16, T3N, R23E
 NG0366
 NG0366                          STATION RECOVERY (1990)
 NG0366
 NG0366'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCB)
 NG0366'RECOVERED IN GOOD CONDITION.
 NG0366
 NG0366                          STATION RECOVERY (2000)
 NG0366
 NG0366'RECOVERY NOTE BY US POWER SQUADRON 2000
 NG0366'RECOVERED IN GOOD CONDITION.
 NG0366
 NG0366                          STATION RECOVERY (2001)
 NG0366
 NG0366'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 NG0366'THE STATION IS LOCATED IN RACINE.  OWNERSHIP--CITY OF RACINE.  THE
 NG0366'STATION IS SET IN THE TOP OF THE SOUTH 1 OF 2 STONE WALLS OF STEPS
 NG0366'LEADING TO THE WEST ENTRANCE OF THE CITY HALL BUILDING --730
 NG0366'WASHINGTON AVENUE--.  THE STATION IS A BRONZE US COAST AND GEODETIC
 NG0366'SURVEY BENCH MARK DISK SET IN A STONE WALL AND ABOUT 1 M ABOVE THE
 NG0366'STREET PAVEMENT. THE STATION IS 3.1 M EAST OF THE WEST END OF THE
 NG0366'SOUTH 1 OF 2 STONE WALLS OF THE STEPS LEADING TO THE WEST ENTRANCE OF
 NG0366'THE BUILDING, 0.5 M SOUTH OF SOUTH FACE OF WEST ENTRANCE OF THE
 NG0366'BUILDING, 0.4 M WEST OF WEST FACE OF THE BUILDNG AND 0.3 M NORTH OF
 NG0366'SOUTH EDGE OF THE SOUTH 1 OF 2 STONE WALLS OF STEPS LEADING TO WEST
 NG0366'ENTRANCE OF THE BUILDING.  ---NOTE---THIS STATION IS NOT SUITABLE FOR
 NG0366'GPS OBSERVATIONS DUE TO THE BUILDING OBSTRUCTING THE STATION.
 NG0366
 NG0366                          STATION RECOVERY (2003)
 NG0366
 NG0366'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMB)
 NG0366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0231 ***********************************************************************
 QM0231  DESIGNATION -  B 14
 QM0231  PID         -  QM0231
 QM0231  STATE/COUNTY-  WI/ONEIDA
 QM0231  USGS QUAD   -  RHINELANDER (1982)
 QM0231
 QM0231                         *CURRENT SURVEY CONTROL
 QM0231  ___________________________________________________________________
 QM0231* NAD 83(1986)-  45 39 24.     (N)    089 28 26.     (W)     SCALED    
 QM0231* NAVD 88     -       486.614  (meters)    1596.50   (feet)  ADJUSTED  
 QM0231  ___________________________________________________________________
 QM0231  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 QM0231  DYNAMIC HT  -         486.593 (meters)    1596.43  (feet)  COMP
 QM0231  MODELED GRAV-     980,557.0   (mgal)                       NAVD 88
 QM0231
 QM0231  VERT ORDER  -  FIRST     CLASS II
 QM0231
 QM0231.The horizontal coordinates were scaled from a topographic map and have
 QM0231.an estimated accuracy of +/- 6 seconds.
 QM0231
 QM0231.The orthometric height was determined by differential leveling
 QM0231.and adjusted by the National Geodetic Survey in June 1991..
 QM0231
 QM0231.The geoid height was determined by GEOID03.
 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     -    54,600.      641,010.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0231.See file dsdata.txt to determine how the superseded data were derived.
 QM0231
 QM0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR072588(NAD 83)
 QM0231_MARKER: DB = BENCH MARK DISK
 QM0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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     - UNK      MONUMENTED       CGS
 QM0231  HISTORY     - 1934     GOOD             NGS
 QM0231  HISTORY     - 1964     GOOD             NGS
 QM0231  HISTORY     - 1982     GOOD             NGS
 QM0231  HISTORY     - 20051004 GOOD             WIDT
 QM0231
 QM0231                          STATION DESCRIPTION
 QM0231
 QM0231'DESCRIBED BY NATIONAL 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 NATIONAL 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 = OCTOBER  7, 2006
 QO0002 ***********************************************************************
 QO0002  DESIGNATION -  B 145
 QO0002  PID         -  QO0002
 QO0002  STATE/COUNTY-  WI/BARRON
 QO0002  USGS QUAD   -  CUMBERLAND (1982)
 QO0002
 QO0002                         *CURRENT SURVEY CONTROL
 QO0002  ___________________________________________________________________
 QO0002* NAD 83(1986)-  45 35 13.     (N)    092 00 38.     (W)     SCALED    
 QO0002* NAVD 88     -       379.895  (meters)    1246.37   (feet)  ADJUSTED  
 QO0002  ___________________________________________________________________
 QO0002  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 QO0002  DYNAMIC HT  -         379.858 (meters)    1246.25  (feet)  COMP
 QO0002  MODELED GRAV-     980,508.9   (mgal)                       NAVD 88
 QO0002
 QO0002  VERT ORDER  -  SECOND    CLASS 0
 QO0002
 QO0002.The horizontal coordinates were scaled from a topographic map and have
 QO0002.an estimated accuracy of +/- 6 seconds.
 QO0002
 QO0002.The orthometric height was determined by differential leveling
 QO0002.and adjusted by the National Geodetic Survey in June 1991..
 QO0002
 QO0002.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0002.See file dsdata.txt to determine how the superseded data were derived.
 QO0002
 QO0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL771486(NAD 83)
 QO0002_MARKER: DB = BENCH MARK DISK
 QO0002_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0002_SP_SET: CULVERT
 QO0002_STAMPING: B 145 1938
 QO0002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  7, 2006
 RM0396 ***********************************************************************
 RM0396  DESIGNATION -  B 146
 RM0396  PID         -  RM0396
 RM0396  STATE/COUNTY-  WI/WASHBURN
 RM0396  USGS QUAD   -  MINONG (1982)
 RM0396
 RM0396                         *CURRENT SURVEY CONTROL
 RM0396  ___________________________________________________________________
 RM0396* NAD 83(1986)-  46 05 58.     (N)    091 47 13.     (W)     SCALED    
 RM0396* NAVD 88     -       326.809  (meters)    1072.21   (feet)  ADJUSTED  
 RM0396  ___________________________________________________________________
 RM0396  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 RM0396  DYNAMIC HT  -         326.837 (meters)    1072.30  (feet)  COMP
 RM0396  MODELED GRAV-     980,691.4   (mgal)                       NAVD 88
 RM0396
 RM0396  VERT ORDER  -  FIRST     CLASS II
 RM0396
 RM0396.The horizontal coordinates were scaled from a topographic map and have
 RM0396.an estimated accuracy of +/- 6 seconds.
 RM0396
 RM0396.The orthometric height was determined by differential leveling
 RM0396.and adjusted by the National Geodetic Survey in June 1991..
 RM0396
 RM0396.The geoid height was determined by GEOID03.
 RM0396
 RM0396.The dynamic height is computed by dividing the NAVD 88
 RM0396.geopotential number by the normal gravity value computed on the
 RM0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0396.degrees latitude (g = 980.6199 gals.).
 RM0396
 RM0396.The modeled gravity was interpolated from observed gravity values.
 RM0396
 RM0396;                    North         East    Units  Estimated Accuracy
 RM0396;SPC WI N     -   105,230.      461,850.      MT  (+/- 180 meters Scaled)
 RM0396
 RM0396                          SUPERSEDED SURVEY CONTROL
 RM0396
 RM0396.No superseded survey control is available for this station.
 RM0396
 RM0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM937058(NAD 83)
 RM0396_MARKER: DB = BENCH MARK DISK
 RM0396_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0396_SP_SET: STAINLESS STEEL ROD
 RM0396_STAMPING: B 146 1979
 RM0396_PROJECTION: FLUSH
 RM0396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0396_ROD/PIPE-DEPTH: 15.2 meters
 RM0396
 RM0396  HISTORY     - Date     Condition        Report By
 RM0396  HISTORY     - 1979     MONUMENTED       NGS
 RM0396  HISTORY     - 20041202 MARK NOT FOUND   WIDT
 RM0396
 RM0396                          STATION DESCRIPTION
 RM0396
 RM0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RM0396'1.9 MI EAST FROM MINONG.
 RM0396'1.9 MILES EAST ALONG STATE HIGHWAY 77 FROM THE JUNCTION OF U.S.
 RM0396'HIGHWAY 53 IN MINONG, 32.0 FT. SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 RM0396'1.0 FT. NORTH OF A FENCE, 5.0 FT. EAST OF A POWERLINE POLE, 112 FT.
 RM0396'EAST OF A DIRT DRIVE LEADING SOUTH TO A SMALL FARM HOUSE, 44.0 FT.
 RM0396'EAST OF A CORNER FENCE POST.  DISK IS 4 INCHES BELOW GROUND, ACCESS TO
 RM0396'WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 RM0396'THE MARK IS 2 FT  W FROM A WITNESS POST.
 RM0396'THE MARK IS 2 FT ABOVE THE HIGHWAY.
 RM0396
 RM0396                          STATION RECOVERY (2004)
 RM0396
 RM0396'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 RM0396'TIES ARE IN DITCH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0337 ***********************************************************************
 QN0337  DESIGNATION -  B 147
 QN0337  PID         -  QN0337
 QN0337  STATE/COUNTY-  WI/SAWYER
 QN0337  USGS QUAD   -  HAUER (1971)
 QN0337
 QN0337                         *CURRENT SURVEY CONTROL
 QN0337  ___________________________________________________________________
 QN0337* NAD 83(1986)-  45 51 01.     (N)    091 25 30.     (W)     SCALED    
 QN0337* NAVD 88     -       419.382  (meters)    1375.92   (feet)  ADJUSTED  
 QN0337  ___________________________________________________________________
 QN0337  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 QN0337  DYNAMIC HT  -         419.369 (meters)    1375.88  (feet)  COMP
 QN0337  MODELED GRAV-     980,570.9   (mgal)                       NAVD 88
 QN0337
 QN0337  VERT ORDER  -  FIRST     CLASS II
 QN0337
 QN0337.The horizontal coordinates were scaled from a topographic map and have
 QN0337.an estimated accuracy of +/- 6 seconds.
 QN0337
 QN0337.The orthometric height was determined by differential leveling
 QN0337.and adjusted by the National Geodetic Survey in June 1991..
 QN0337
 QN0337.The geoid height was determined by GEOID03.
 QN0337
 QN0337.The dynamic height is computed by dividing the NAVD 88
 QN0337.geopotential number by the normal gravity value computed on the
 QN0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0337.degrees latitude (g = 980.6199 gals.).
 QN0337
 QN0337.The modeled gravity was interpolated from observed gravity values.
 QN0337
 QN0337;                    North         East    Units  Estimated Accuracy
 QN0337;SPC WI N     -    76,970.      489,330.      MT  (+/- 180 meters Scaled)
 QN0337
 QN0337                          SUPERSEDED SURVEY CONTROL
 QN0337
 QN0337.No superseded survey control is available for this station.
 QN0337
 QN0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL222786(NAD 83)
 QN0337_MARKER: DB = BENCH MARK DISK
 QN0337_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0337_SP_SET: STAINLESS STEEL ROD
 QN0337_STAMPING: B 147 1979
 QN0337_PROJECTION: RECESSED 3 CENTIMETERS
 QN0337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0337_ROD/PIPE-DEPTH: 6.10 meters
 QN0337
 QN0337  HISTORY     - Date     Condition        Report By
 QN0337  HISTORY     - 1979     MONUMENTED       NGS
 QN0337  HISTORY     - 20041020 MARK NOT FOUND   WIDT
 QN0337
 QN0337                          STATION DESCRIPTION
 QN0337
 QN0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 QN0337'7.90 MI NORTH FROM COUDERAY.
 QN0337'7.90 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE POST OFFICE IN
 QN0337'COUDERAY, ON THE LAC COURTE OREILLES INDIAN RESERVATION, 33.0 FT.
 QN0337'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 6.0 FT. WEST OF THE CENTER OF
 QN0337'A DIM TRACK ROAD LEADING SOUTH, 7.0 FT. EAST OF THE WEST END OF AN
 QN0337'18-INCH CORRUGATED METAL PIPE CULVERT.
 QN0337'THE MARK IS 2.5 FT  E FROM A WITNESS POST.
 QN0337'THE MARK IS 1 FT BELOW THE HIGHWAY.
 QN0337
 QN0337                          STATION RECOVERY (2004)
 QN0337
 QN0337'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0337'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0305 ***********************************************************************
 QN0305  DESIGNATION -  B 148
 QN0305  PID         -  QN0305
 QN0305  STATE/COUNTY-  WI/RUSK
 QN0305  USGS QUAD   -  CRANE (1972)
 QN0305
 QN0305                         *CURRENT SURVEY CONTROL
 QN0305  ___________________________________________________________________
 QN0305* NAD 83(1986)-  45 31 22.     (N)    091 12 28.     (W)     SCALED    
 QN0305* NAVD 88     -       348.882  (meters)    1144.62   (feet)  ADJUSTED  
 QN0305  ___________________________________________________________________
 QN0305  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 QN0305  DYNAMIC HT  -         348.864 (meters)    1144.56  (feet)  COMP
 QN0305  MODELED GRAV-     980,554.8   (mgal)                       NAVD 88
 QN0305
 QN0305  VERT ORDER  -  FIRST     CLASS II
 QN0305
 QN0305.The horizontal coordinates were scaled from a topographic map and have
 QN0305.an estimated accuracy of +/- 6 seconds.
 QN0305
 QN0305.The orthometric height was determined by differential leveling
 QN0305.and adjusted by the National Geodetic Survey in June 1991..
 QN0305
 QN0305.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 QN0305
 QN0305.No superseded survey control is available for this station.
 QN0305
 QN0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL399425(NAD 83)
 QN0305_MARKER: DB = BENCH MARK DISK
 QN0305_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0305_SP_SET: STAINLESS STEEL ROD
 QN0305_STAMPING: B 148 1979
 QN0305_PROJECTION: FLUSH
 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 = OCTOBER  7, 2006
 QN0367 ***********************************************************************
 QN0367  DESIGNATION -  B 149
 QN0367  PID         -  QN0367
 QN0367  STATE/COUNTY-  WI/BARRON
 QN0367  USGS QUAD   -  STRICKLAND (1978)
 QN0367
 QN0367                         *CURRENT SURVEY CONTROL
 QN0367  ___________________________________________________________________
 QN0367* NAD 83(1986)-  45 24 28.     (N)    091 36 09.     (W)     SCALED    
 QN0367* NAVD 88     -       366.053  (meters)    1200.96   (feet)  ADJUSTED  
 QN0367  ___________________________________________________________________
 QN0367  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 QN0367  DYNAMIC HT  -         366.026 (meters)    1200.87  (feet)  COMP
 QN0367  MODELED GRAV-     980,533.0   (mgal)                       NAVD 88
 QN0367
 QN0367  VERT ORDER  -  FIRST     CLASS II
 QN0367
 QN0367.The horizontal coordinates were scaled from a topographic map and have
 QN0367.an estimated accuracy of +/- 6 seconds.
 QN0367
 QN0367.The orthometric height was determined by differential leveling
 QN0367.and adjusted by the National Geodetic Survey in June 1991..
 QN0367
 QN0367.The geoid height was determined by GEOID03.
 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     -   176,190.      474,560.      MT  (+/- 180 meters Scaled)
 QN0367
 QN0367                          SUPERSEDED SURVEY CONTROL
 QN0367
 QN0367.No superseded survey control is available for this station.
 QN0367
 QN0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL093292(NAD 83)
 QN0367_MARKER: I = METAL ROD
 QN0367_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0367_SP_SET: STAINLESS STEEL ROD
 QN0367_STAMPING: B 149 1980
 QN0367_PROJECTION: FLUSH
 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 EAST FROM CAMERON.
 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.
 QN0367'THE MARK IS 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. LAT/LON
 QN0367'N45 24.480 W91 36.147
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0400 ***********************************************************************
 RM0400  DESIGNATION -  B 150
 RM0400  PID         -  RM0400
 RM0400  STATE/COUNTY-  WI/WASHBURN
 RM0400  USGS QUAD   -  MINONG (1982)
 RM0400
 RM0400                         *CURRENT SURVEY CONTROL
 RM0400  ___________________________________________________________________
 RM0400* NAD 83(1986)-  46 07 27.     (N)    091 49 17.     (W)     SCALED    
 RM0400* NAVD 88     -       319.640  (meters)    1048.69   (feet)  ADJUSTED  
 RM0400  ___________________________________________________________________
 RM0400  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 RM0400  DYNAMIC HT  -         319.670 (meters)    1048.78  (feet)  COMP
 RM0400  MODELED GRAV-     980,697.1   (mgal)                       NAVD 88
 RM0400
 RM0400  VERT ORDER  -  FIRST     CLASS II
 RM0400
 RM0400.The horizontal coordinates were scaled from a topographic map and have
 RM0400.an estimated accuracy of +/- 6 seconds.
 RM0400
 RM0400.The orthometric height was determined by differential leveling
 RM0400.and adjusted by the National Geodetic Survey in June 1991..
 RM0400
 RM0400.The geoid height was determined by GEOID03.
 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     -   108,040.      459,250.      MT  (+/- 180 meters Scaled)
 RM0400
 RM0400                          SUPERSEDED SURVEY CONTROL
 RM0400
 RM0400.No superseded survey control is available for this station.
 RM0400
 RM0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM910085(NAD 83)
 RM0400_MARKER: DB = BENCH MARK DISK
 RM0400_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0400_SP_SET: STAINLESS STEEL ROD
 RM0400_STAMPING: B 150 1979
 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 = OCTOBER  7, 2006
 RM0433 ***********************************************************************
 RM0433  DESIGNATION -  B 151
 RM0433  PID         -  RM0433
 RM0433  STATE/COUNTY-  WI/DOUGLAS
 RM0433  USGS QUAD   -  BENNETT (1981)
 RM0433
 RM0433                         *CURRENT SURVEY CONTROL
 RM0433  ___________________________________________________________________
 RM0433* NAD 83(1986)-  46 28 25.     (N)    091 49 38.     (W)     SCALED    
 RM0433* NAVD 88     -       370.594  (meters)    1215.86   (feet)  ADJUSTED  
 RM0433  ___________________________________________________________________
 RM0433  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 RM0433  DYNAMIC HT  -         370.637 (meters)    1216.00  (feet)  COMP
 RM0433  MODELED GRAV-     980,717.8   (mgal)                       NAVD 88
 RM0433
 RM0433  VERT ORDER  -  FIRST     CLASS II
 RM0433
 RM0433.The horizontal coordinates were scaled from a topographic map and have
 RM0433.an estimated accuracy of +/- 6 seconds.
 RM0433
 RM0433.The orthometric height was determined by differential leveling
 RM0433.and adjusted by the National Geodetic Survey in June 1991..
 RM0433
 RM0433.The geoid height was determined by GEOID03.
 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     -   146,880.      459,690.      MT  (+/- 180 meters Scaled)
 RM0433
 RM0433                          SUPERSEDED SURVEY CONTROL
 RM0433
 RM0433.No superseded survey control is available for this station.
 RM0433
 RM0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM900473(NAD 83)
 RM0433_MARKER: DB = BENCH MARK DISK
 RM0433_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0433_SP_SET: STAINLESS STEEL ROD
 RM0433_STAMPING: B 151 1979
 RM0433_PROJECTION: FLUSH
 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 = OCTOBER  7, 2006
 RN1089 ***********************************************************************
 RN1089  DESIGNATION -  B 152
 RN1089  PID         -  RN1089
 RN1089  STATE/COUNTY-  WI/DOUGLAS
 RN1089  USGS QUAD   -  SUPERIOR (1994)
 RN1089
 RN1089                         *CURRENT SURVEY CONTROL
 RN1089  ___________________________________________________________________
 RN1089* NAD 83(1986)-  46 39 40.     (N)    092 03 41.     (W)     SCALED    
 RN1089* NAVD 88     -       203.165  (meters)     666.55   (feet)  ADJUSTED  
 RN1089  ___________________________________________________________________
 RN1089  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 RN1089  DYNAMIC HT  -         203.189 (meters)     666.63  (feet)  COMP
 RN1089  MODELED GRAV-     980,725.6   (mgal)                       NAVD 88
 RN1089
 RN1089  VERT ORDER  -  FIRST     CLASS II
 RN1089
 RN1089.The horizontal coordinates were scaled from a topographic map and have
 RN1089.an estimated accuracy of +/- 6 seconds.
 RN1089
 RN1089.The orthometric height was determined by differential leveling
 RN1089.and adjusted by the National Geodetic Survey in June 1991..
 RN1089
 RN1089.The geoid height was determined by GEOID03.
 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     -   168,150.      442,250.      MT  (+/- 180 meters Scaled)
 RN1089
 RN1089                          SUPERSEDED SURVEY CONTROL
 RN1089
 RN1089.No superseded survey control is available for this station.
 RN1089
 RN1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM718679(NAD 83)
 RN1089_MARKER: DB = BENCH MARK DISK
 RN1089_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RN1089_SP_SET: STAINLESS STEEL ROD
 RN1089_STAMPING: B 152 1979
 RN1089_MARK LOGO: NGS   
 RN1089_PROJECTION: FLUSH
 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 = OCTOBER  7, 2006
 QO1390 ***********************************************************************
 QO1390  DESIGNATION -  B 153
 QO1390  PID         -  QO1390
 QO1390  STATE/COUNTY-  WI/POLK
 QO1390  USGS QUAD   -  FOREST (1975)
 QO1390
 QO1390                         *CURRENT SURVEY CONTROL
 QO1390  ___________________________________________________________________
 QO1390* NAD 83(1986)-  45 13 26.     (N)    092 17 11.     (W)     SCALED    
 QO1390* NAVD 88     -       346.130  (meters)    1135.59   (feet)  ADJUSTED  
 QO1390  ___________________________________________________________________
 QO1390  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 QO1390  DYNAMIC HT  -         346.086 (meters)    1135.45  (feet)  COMP
 QO1390  MODELED GRAV-     980,481.4   (mgal)                       NAVD 88
 QO1390
 QO1390  VERT ORDER  -  FIRST     CLASS II
 QO1390
 QO1390.The horizontal coordinates were scaled from a topographic map and have
 QO1390.an estimated accuracy of +/- 6 seconds.
 QO1390
 QO1390.The orthometric height was determined by differential leveling
 QO1390.and adjusted by the National Geodetic Survey in June 1991..
 QO1390
 QO1390.The geoid height was determined by GEOID03.
 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     -   157,050.      420,460.      MT  (+/- 180 meters Scaled)
 QO1390
 QO1390                          SUPERSEDED SURVEY CONTROL
 QO1390
 QO1390.No superseded survey control is available for this station.
 QO1390
 QO1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL560080(NAD 83)
 QO1390_MARKER: I = METAL ROD
 QO1390_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QO1390_SP_SET: STAINLESS STEEL ROD
 QO1390_STAMPING: B 153 1980
 QO1390_PROJECTION: FLUSH
 QO1390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1390+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2005
 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
 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--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO1361 ***********************************************************************
 QO1361  DESIGNATION -  B 154
 QO1361  PID         -  QO1361
 QO1361  STATE/COUNTY-  WI/ST CROIX
 QO1361  USGS QUAD   -  NEW RICHMOND SOUTH (1974)
 QO1361
 QO1361                         *CURRENT SURVEY CONTROL
 QO1361  ___________________________________________________________________
 QO1361* NAD 83(1986)-  45 04 45.     (N)    092 32 19.     (W)     SCALED    
 QO1361* NAVD 88     -       300.680  (meters)     986.48   (feet)  ADJUSTED  
 QO1361  ___________________________________________________________________
 QO1361  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 QO1361  DYNAMIC HT  -         300.646 (meters)     986.37  (feet)  COMP
 QO1361  MODELED GRAV-     980,496.3   (mgal)                       NAVD 88
 QO1361
 QO1361  VERT ORDER  -  FIRST     CLASS II
 QO1361
 QO1361.The horizontal coordinates were scaled from a topographic map and have
 QO1361.an estimated accuracy of +/- 6 seconds.
 QO1361
 QO1361.The orthometric height was determined by differential leveling
 QO1361.and adjusted by the National Geodetic Survey in June 1991..
 QO1361
 QO1361.The geoid height was determined by GEOID03.
 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     -   141,560.      400,160.      MT  (+/- 180 meters Scaled)
 QO1361
 QO1361                          SUPERSEDED SURVEY CONTROL
 QO1361
 QO1361.No superseded survey control is available for this station.
 QO1361
 QO1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK363918(NAD 83)
 QO1361_MARKER: I = METAL ROD
 QO1361_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QO1361_SP_SET: STAINLESS STEEL ROD
 QO1361_STAMPING: B 154 1980
 QO1361_PROJECTION: FLUSH
 QO1361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1361+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2003
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0377 ***********************************************************************
 RM0377  DESIGNATION -  B 155
 RM0377  PID         -  RM0377
 RM0377  STATE/COUNTY-  WI/SAWYER
 RM0377  USGS QUAD   -  HAYWARD (1979)
 RM0377
 RM0377                         *CURRENT SURVEY CONTROL
 RM0377  ___________________________________________________________________
 RM0377* NAD 83(1986)-  46 01 09.     (N)    091 29 14.     (W)     SCALED    
 RM0377* NAVD 88     -       370.006  (meters)    1213.93   (feet)  ADJUSTED  
 RM0377  ___________________________________________________________________
 RM0377  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 RM0377  DYNAMIC HT  -         370.011 (meters)    1213.94  (feet)  COMP
 RM0377  MODELED GRAV-     980,615.9   (mgal)                       NAVD 88
 RM0377
 RM0377  VERT ORDER  -  FIRST     CLASS II
 RM0377
 RM0377.The horizontal coordinates were scaled from a topographic map and have
 RM0377.an estimated accuracy of +/- 6 seconds.
 RM0377
 RM0377.The orthometric height was determined by differential leveling
 RM0377.and adjusted by the National Geodetic Survey in June 1991..
 RM0377
 RM0377.The geoid height was determined by GEOID03.
 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     -    95,830.      484,850.      MT  (+/- 180 meters Scaled)
 RM0377
 RM0377                          SUPERSEDED SURVEY CONTROL
 RM0377
 RM0377.No superseded survey control is available for this station.
 RM0377
 RM0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL170972(NAD 83)
 RM0377_MARKER: I = METAL ROD
 RM0377_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RM0377_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RM0377_STAMPING: B 155 1979
 RM0377_PROJECTION: FLUSH
 RM0377_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RM0377+STABILITY: POSITION/ELEVATION WELL
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0204 ***********************************************************************
 RM0204  DESIGNATION -  B 16
 RM0204  PID         -  RM0204
 RM0204  STATE/COUNTY-  WI/ASHLAND
 RM0204  USGS QUAD   -  ASHLAND EAST (1975)
 RM0204
 RM0204                         *CURRENT SURVEY CONTROL
 RM0204  ___________________________________________________________________
 RM0204* NAD 83(1986)-  46 35 50.     (N)    090 49 22.     (W)     SCALED    
 RM0204* NAVD 88     -       208.982  (meters)     685.64   (feet)  ADJUSTED  
 RM0204  ___________________________________________________________________
 RM0204  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 RM0204  DYNAMIC HT  -         208.988 (meters)     685.65  (feet)  COMP
 RM0204  MODELED GRAV-     980,639.0   (mgal)                       NAVD 88
 RM0204
 RM0204  VERT ORDER  -  FIRST     CLASS II
 RM0204
 RM0204.The horizontal coordinates were scaled from a topographic map and have
 RM0204.an estimated accuracy of +/- 6 seconds.
 RM0204
 RM0204.The orthometric height was determined by differential leveling
 RM0204.and adjusted by the National Geodetic Survey in June 1991..
 RM0204
 RM0204.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0204.See file dsdata.txt to determine how the superseded data were derived.
 RM0204
 RM0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM667627(NAD 83)
 RM0204_MARKER: DB = BENCH MARK DISK
 RM0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0204_STAMPING: B 16 1934
 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 = OCTOBER  7, 2006
 QM0491 ***********************************************************************
 QM0491  DESIGNATION -  B 165
 QM0491  PID         -  QM0491
 QM0491  STATE/COUNTY-  WI/ONEIDA
 QM0491  USGS QUAD   -  RHINELANDER (1982)
 QM0491
 QM0491                         *CURRENT SURVEY CONTROL
 QM0491  ___________________________________________________________________
 QM0491* NAD 83(1986)-  45 38 26.     (N)    089 24 46.     (W)     SCALED    
 QM0491* NAVD 88     -       475.262  (meters)    1559.26   (feet)  ADJUSTED  
 QM0491  ___________________________________________________________________
 QM0491  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 QM0491  DYNAMIC HT  -         475.239 (meters)    1559.18  (feet)  COMP
 QM0491  MODELED GRAV-     980,551.7   (mgal)                       NAVD 88
 QM0491
 QM0491  VERT ORDER  -  FIRST     CLASS II
 QM0491
 QM0491.The horizontal coordinates were scaled from a topographic map and have
 QM0491.an estimated accuracy of +/- 6 seconds.
 QM0491
 QM0491.The orthometric height was determined by differential leveling
 QM0491.and adjusted by the National Geodetic Survey in June 1991..
 QM0491
 QM0491.The geoid height was determined by GEOID03.
 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     -    52,840.      645,780.      MT  (+/- 180 meters Scaled)
 QM0491
 QM0491                          SUPERSEDED SURVEY CONTROL
 QM0491
 QM0491.No superseded survey control is available for this station.
 QM0491
 QM0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR119569(NAD 83)
 QM0491_MARKER: I = METAL ROD
 QM0491_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QM0491_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 QM0491_STAMPING: B 165 1978
 QM0491_MARK LOGO: NGS   
 QM0491_PROJECTION: FLUSH
 QM0491_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QM0491+STABILITY: POSITION/ELEVATION WELL
 QM0491_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0491+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0225 ***********************************************************************
 RM0225  DESIGNATION -  B 17
 RM0225  PID         -  RM0225
 RM0225  STATE/COUNTY-  WI/ASHLAND
 RM0225  USGS QUAD   -  ASHLAND EAST (1975)
 RM0225
 RM0225                         *CURRENT SURVEY CONTROL
 RM0225  ___________________________________________________________________
 RM0225* NAD 83(1986)-  46 34 30.     (N)    090 51 14.     (W)     SCALED    
 RM0225* NAVD 88     -       218.862  (meters)     718.05   (feet)  ADJUSTED  
 RM0225  ___________________________________________________________________
 RM0225  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 RM0225  DYNAMIC HT  -         218.868 (meters)     718.07  (feet)  COMP
 RM0225  MODELED GRAV-     980,635.8   (mgal)                       NAVD 88
 RM0225
 RM0225  VERT ORDER  -  SECOND    CLASS 0
 RM0225
 RM0225.The horizontal coordinates were scaled from a topographic map and have
 RM0225.an estimated accuracy of +/- 6 seconds.
 RM0225
 RM0225.The orthometric height was determined by differential leveling
 RM0225.and adjusted by the National Geodetic Survey in June 1991..
 RM0225
 RM0225.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0225.See file dsdata.txt to determine how the superseded data were derived.
 RM0225
 RM0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM644601(NAD 83)
 RM0225_MARKER: DB = BENCH MARK DISK
 RM0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0225_STAMPING: B 17 1934
 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 = OCTOBER  7, 2006
 QL0314 ***********************************************************************
 QL0314  DESIGNATION -  B 18
 QL0314  PID         -  QL0314
 QL0314  STATE/COUNTY-  WI/MARINETTE
 QL0314  USGS QUAD   -  WAUSAUKEE NORTH (1982)
 QL0314
 QL0314                         *CURRENT SURVEY CONTROL
 QL0314  ___________________________________________________________________
 QL0314* NAD 83(1986)-  45 25 55.     (N)    087 58 49.     (W)     SCALED    
 QL0314* NAVD 88     -       246.119  (meters)     807.48   (feet)  ADJUSTED  
 QL0314  ___________________________________________________________________
 QL0314  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 QL0314  DYNAMIC HT  -         246.106 (meters)     807.43  (feet)  COMP
 QL0314  MODELED GRAV-     980,554.3   (mgal)                       NAVD 88
 QL0314
 QL0314  VERT ORDER  -  SECOND    CLASS 0
 QL0314
 QL0314.The horizontal coordinates were scaled from a topographic map and have
 QL0314.an estimated accuracy of +/- 6 seconds.
 QL0314
 QL0314.The orthometric height was determined by differential leveling
 QL0314.and adjusted by the National Geodetic Survey in June 1991..
 QL0314
 QL0314.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0314.See file dsdata.txt to determine how the superseded data were derived.
 QL0314
 QL0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR233314(NAD 83)
 QL0314_MARKER: DB = BENCH MARK DISK
 QL0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0314_STAMPING: B 18 1934
 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 = OCTOBER  7, 2006
 PN0125 ***********************************************************************
 PN0125  DESIGNATION -  B 19
 PN0125  PID         -  PN0125
 PN0125  STATE/COUNTY-  WI/OCONTO
 PN0125  USGS QUAD   -  GILLETT (1974)
 PN0125
 PN0125                         *CURRENT SURVEY CONTROL
 PN0125  ___________________________________________________________________
 PN0125* NAD 83(1986)-  44 53 53.     (N)    088 16 11.     (W)     SCALED    
 PN0125* NAVD 88     -       246.024  (meters)     807.16   (feet)  ADJUSTED  
 PN0125  ___________________________________________________________________
 PN0125  GEOID HEIGHT-         -36.15  (meters)                     GEOID03
 PN0125  DYNAMIC HT  -         245.997 (meters)     807.08  (feet)  COMP
 PN0125  MODELED GRAV-     980,500.0   (mgal)                       NAVD 88
 PN0125
 PN0125  VERT ORDER  -  SECOND    CLASS 0
 PN0125
 PN0125.The horizontal coordinates were scaled from a topographic map and have
 PN0125.an estimated accuracy of +/- 6 seconds.
 PN0125
 PN0125.The orthometric height was determined by differential leveling
 PN0125.and adjusted by the National Geodetic Survey in June 1991..
 PN0125
 PN0125.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0125.See file dsdata.txt to determine how the superseded data were derived.
 PN0125
 PN0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ997724(NAD 83)
 PN0125_MARKER: DB = BENCH MARK DISK
 PN0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0125+STABILITY: SURFACE MOTION
 PN0125
 PN0125  HISTORY     - Date     Condition        Report By
 PN0125  HISTORY     - UNK      MONUMENTED       CGS
 PN0125  HISTORY     - 1934     GOOD             NGS
 PN0125  HISTORY     - 1942     GOOD             NGS
 PN0125  HISTORY     - 1974     GOOD             USGS
 PN0125  HISTORY     - 20051129 POOR             WIDT
 PN0125
 PN0125                          STATION DESCRIPTION
 PN0125
 PN0125'DESCRIBED BY NATIONAL 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 NATIONAL 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.  ADD THE STATION IS 1.0 M NORTHEAST OF AN
 PN0125'ORANGE FIBERGLASS WITNESS POST. --NOTE--THE DISK AND CONCRETE BASE
 PN0125'WERE BADLY DAMAGED BUT THE STATION IS STABLE AND DISK IS LEGIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0196 ***********************************************************************
 QN0196  DESIGNATION -  B 2
 QN0196  PID         -  QN0196
 QN0196  STATE/COUNTY-  WI/RUSK
 QN0196  USGS QUAD   -  LADYSMITH (1971)
 QN0196
 QN0196                         *CURRENT SURVEY CONTROL
 QN0196  ___________________________________________________________________
 QN0196* NAD 83(1986)-  45 27 48.     (N)    091 05 41.     (W)     SCALED    
 QN0196* NAVD 88     -       352.628  (meters)    1156.91   (feet)  ADJUSTED  
 QN0196  ___________________________________________________________________
 QN0196  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 QN0196  DYNAMIC HT  -         352.611 (meters)    1156.86  (feet)  COMP
 QN0196  MODELED GRAV-     980,558.2   (mgal)                       NAVD 88
 QN0196
 QN0196  VERT ORDER  -  FIRST     CLASS II
 QN0196
 QN0196.The horizontal coordinates were scaled from a topographic map and have
 QN0196.an estimated accuracy of +/- 6 seconds.
 QN0196
 QN0196.The orthometric height was determined by differential leveling
 QN0196.and adjusted by the National Geodetic Survey in June 1991..
 QN0196.WARNING-Repeat measurements at this control monument indicate possible
 QN0196.vertical movement.
 QN0196
 QN0196.The geoid height was determined by GEOID03.
 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     -   181,710.      514,390.      MT  (+/- 180 meters Scaled)
 QN0196
 QN0196                          SUPERSEDED SURVEY CONTROL
 QN0196
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0196.See file dsdata.txt to determine how the superseded data were derived.
 QN0196
 QN0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL489361(NAD 83)
 QN0196_MARKER: DB = BENCH MARK DISK
 QN0196_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 QN0196_STAMPING: ELEV 1156.937 FT B 2 1922
 QN0196_MARK LOGO: CGS   
 QN0196_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QN0196+STABILITY: POSITION/ELEVATION WELL
 QN0196_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QN0196+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2005
 QN0196
 QN0196  HISTORY     - Date     Condition        Report By
 QN0196  HISTORY     - 1922     MONUMENTED       CGS
 QN0196  HISTORY     - 1934     GOOD             NGS
 QN0196  HISTORY     - 1979     GOOD             NGS
 QN0196  HISTORY     - 1980     GOOD             NGS
 QN0196  HISTORY     - 1985     GOOD             NGS
 QN0196  HISTORY     - 20050713 GOOD             NGS
 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0175 ***********************************************************************
 PM0175  DESIGNATION -  B 20
 PM0175  PID         -  PM0175
 PM0175  STATE/COUNTY-  WI/KEWAUNEE
 PM0175  USGS QUAD   -  LUXEMBURG (1978)
 PM0175
 PM0175                         *CURRENT SURVEY CONTROL
 PM0175  ___________________________________________________________________
 PM0175* NAD 83(1986)-  44 33 13.     (N)    087 40 25.     (W)     SCALED    
 PM0175* NAVD 88     -       224.285  (meters)     735.84   (feet)  ADJUSTED  
 PM0175  ___________________________________________________________________
 PM0175  GEOID HEIGHT-         -36.23  (meters)                     GEOID03
 PM0175  DYNAMIC HT  -         224.256 (meters)     735.75  (feet)  COMP
 PM0175  MODELED GRAV-     980,486.8   (mgal)                       NAVD 88
 PM0175
 PM0175  VERT ORDER  -  FIRST     CLASS II
 PM0175
 PM0175.The horizontal coordinates were scaled from a topographic map and have
 PM0175.an estimated accuracy of +/- 6 seconds.
 PM0175
 PM0175.The orthometric height was determined by differential leveling
 PM0175.and adjusted by the National Geodetic Survey in June 1991..
 PM0175
 PM0175.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0175.See file dsdata.txt to determine how the superseded data were derived.
 PM0175
 PM0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ464335(NAD 83)
 PM0175_MARKER: DB = BENCH MARK DISK
 PM0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PM0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0175+STABILITY: SURFACE MOTION
 PM0175
 PM0175  HISTORY     - Date     Condition        Report By
 PM0175  HISTORY     - UNK      MONUMENTED       CGS
 PM0175  HISTORY     - 1934     GOOD             NGS
 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 NATIONAL 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.  ADD--THE CONCRETE SILO, GATE, AND RAILROAD TRACKS
 PM0175'DESCRIBED IN THE ORIGINAL DESCRIPTION HAVE ALL BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0506 ***********************************************************************
 RM0506  DESIGNATION -  B 208
 RM0506  PID         -  RM0506
 RM0506  STATE/COUNTY-  WI/DOUGLAS
 RM0506  USGS QUAD   -  LAKE NEBAGAMON (1975)
 RM0506
 RM0506                         *CURRENT SURVEY CONTROL
 RM0506  ___________________________________________________________________
 RM0506* NAD 83(1986)-  46 35 29.     (N)    091 43 20.     (W)     SCALED    
 RM0506* NAVD 88     -       322.911  (meters)    1059.42   (feet)  ADJUSTED  
 RM0506  ___________________________________________________________________
 RM0506  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 RM0506  DYNAMIC HT  -         322.945 (meters)    1059.53  (feet)  COMP
 RM0506  MODELED GRAV-     980,709.8   (mgal)                       NAVD 88
 RM0506
 RM0506  VERT ORDER  -  FIRST     CLASS II
 RM0506
 RM0506.The horizontal coordinates were scaled from a topographic map and have
 RM0506.an estimated accuracy of +/- 6 seconds.
 RM0506
 RM0506.The orthometric height was determined by differential leveling
 RM0506.and adjusted by the National Geodetic Survey in June 1991..
 RM0506
 RM0506.The geoid height was determined by GEOID03.
 RM0506
 RM0506.The dynamic height is computed by dividing the NAVD 88
 RM0506.geopotential number by the normal gravity value computed on the
 RM0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0506.degrees latitude (g = 980.6199 gals.).
 RM0506
 RM0506.The modeled gravity was interpolated from observed gravity values.
 RM0506
 RM0506;                    North         East    Units  Estimated Accuracy
 RM0506;SPC WI N     -   159,790.      468,030.      MT  (+/- 180 meters Scaled)
 RM0506
 RM0506                          SUPERSEDED SURVEY CONTROL
 RM0506
 RM0506.No superseded survey control is available for this station.
 RM0506
 RM0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM978605(NAD 83)
 RM0506_MARKER: I = METAL ROD
 RM0506_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RM0506_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RM0506_STAMPING: B 208 1982
 RM0506_MARK LOGO: NGS   
 RM0506_PROJECTION: RECESSED 3 CENTIMETERS
 RM0506_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RM0506+STABILITY: POSITION/ELEVATION WELL
 RM0506_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0506+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2004
 RM0506_ROD/PIPE-DEPTH: 8.2  meters
 RM0506_SLEEVE-DEPTH  : 6.0 meters
 RM0506
 RM0506  HISTORY     - Date     Condition        Report By
 RM0506  HISTORY     - 1982     MONUMENTED       NGS
 RM0506  HISTORY     - 19910515 GOOD             USPSQD
 RM0506  HISTORY     - 20031030 GOOD             USPSQD
 RM0506  HISTORY     - 20041127 GOOD             USPSQD
 RM0506
 RM0506                          STATION DESCRIPTION
 RM0506
 RM0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0506'IN MAPLE.
 RM0506'SET IN THE LAWN ON THE SOUTH SIDE OF THE MAPLE NORTHWESTERN HIGH
 RM0506'SCHOOL GYMNASIUM, THAT IS LOCATED 0.2 KM (0.1 MI) NORTH ALONG COUNTY
 RM0506'ROAD F FROM THE JUNCTION OF U.S. HIGHWAY 2 IN MAPLE, 70.4 METERS
 RM0506'(231.0 FT) WEST OF THE CENTER OF COUNTY ROAD F, 34.0 METERS (111.5 FT)
 RM0506'WEST SOUTHWEST OF THE FLAG POLE, 8.2 METERS (27.0 FT) NORTH OF THE
 RM0506'CENTER OF AN  EAST-WEST STREET, 14.3 METERS (47.0 FT) WEST OF THE
 RM0506'EXTENDED CENTER OF SIX DOORS AT THE MAIN ENTRANCE TO THE SCHOOL,
 RM0506'5.7 METERS (19.0 FT) WEST SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 RM0506'GYMNASIUM, 27.0 METERS (88.5 FT) EAST-SOUTHEAST OF THE SOUTHWEST
 RM0506'CORNER OF THE GYMNASIUM, 1.2 METERS (4.0 FT) SOUTH OF THE SOUTH FACE,
 RM0506'AND 2.0 METERS (6.5 FT) NORTH OF THE NORTH EDGE OF THE SIDEWALK.
 RM0506'THE MARK IS ABOVE LEVEL WITH STREET.
 RM0506
 RM0506                          STATION RECOVERY (1991)
 RM0506
 RM0506'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJK)
 RM0506'RECOVERED IN GOOD CONDITION.
 RM0506
 RM0506                          STATION RECOVERY (2003)
 RM0506
 RM0506'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0506'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 4.6 FEET NORTHWEST
 RM0506'OF A -HANDICAPPED PARKING- WOODEN SIGN POST.  NOTE-- THE HINGED COVER
 RM0506'IS MISSING.
 RM0506
 RM0506                          STATION RECOVERY (2004)
 RM0506
 RM0506'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0506'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0494 ***********************************************************************
 RM0494  DESIGNATION -  B 209
 RM0494  PID         -  RM0494
 RM0494  STATE/COUNTY-  WI/DOUGLAS
 RM0494  USGS QUAD   -  SOUTH RANGE (1975)
 RM0494
 RM0494                         *CURRENT SURVEY CONTROL
 RM0494  ___________________________________________________________________
 RM0494* NAD 83(1986)-  46 36 16.     (N)    091 53 12.     (W)     SCALED    
 RM0494* NAVD 88     -       264.137  (meters)     866.59   (feet)  ADJUSTED  
 RM0494  ___________________________________________________________________
 RM0494  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 RM0494  DYNAMIC HT  -         264.166 (meters)     866.68  (feet)  COMP
 RM0494  MODELED GRAV-     980,713.4   (mgal)                       NAVD 88
 RM0494
 RM0494  VERT ORDER  -  FIRST     CLASS II
 RM0494
 RM0494.The horizontal coordinates were scaled from a topographic map and have
 RM0494.an estimated accuracy of +/- 6 seconds.
 RM0494
 RM0494.The orthometric height was determined by differential leveling
 RM0494.and adjusted by the National Geodetic Survey in June 1991..
 RM0494
 RM0494.The geoid height was determined by GEOID03.
 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     -   161,520.      455,470.      MT  (+/- 180 meters Scaled)
 RM0494
 RM0494                          SUPERSEDED SURVEY CONTROL
 RM0494
 RM0494.No superseded survey control is available for this station.
 RM0494
 RM0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM852618(NAD 83)
 RM0494_MARKER: I = METAL ROD
 RM0494_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0494_SP_SET: STAINLESS STEEL ROD
 RM0494_STAMPING: B 209 1982
 RM0494_MARK LOGO: NGS   
 RM0494_PROJECTION: FLUSH
 RM0494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0494+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0064 ***********************************************************************
 PM0064  DESIGNATION -  B 21
 PM0064  PID         -  PM0064
 PM0064  STATE/COUNTY-  WI/DOOR
 PM0064  USGS QUAD   -  STURGEON BAY EAST (1981)
 PM0064
 PM0064                         *CURRENT SURVEY CONTROL
 PM0064  ___________________________________________________________________
 PM0064* NAD 83(1986)-  44 51 58.     (N)    087 20 17.     (W)     SCALED    
 PM0064* NAVD 88     -       205.320  (meters)     673.62   (feet)  ADJUSTED  
 PM0064  ___________________________________________________________________
 PM0064  GEOID HEIGHT-         -36.79  (meters)                     GEOID03
 PM0064  DYNAMIC HT  -         205.300 (meters)     673.56  (feet)  COMP
 PM0064  MODELED GRAV-     980,517.5   (mgal)                       NAVD 88
 PM0064
 PM0064  VERT ORDER  -  FIRST     CLASS II
 PM0064
 PM0064.The horizontal coordinates were scaled from a topographic map and have
 PM0064.an estimated accuracy of +/- 6 seconds.
 PM0064
 PM0064.The orthometric height was determined by differential leveling
 PM0064.and adjusted by the National Geodetic Survey in June 1991..
 PM0064
 PM0064.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0064.See file dsdata.txt to determine how the superseded data were derived.
 PM0064
 PM0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ732681(NAD 83)
 PM0064_MARKER: DB = BENCH MARK DISK
 PM0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PM0064_STAMPING: B 21 1934
 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 = OCTOBER  7, 2006
 RM0520 ***********************************************************************
 RM0520  DESIGNATION -  B 210
 RM0520  PID         -  RM0520
 RM0520  STATE/COUNTY-  WI/BAYFIELD
 RM0520  USGS QUAD   -  BRULE (1984)
 RM0520
 RM0520                         *CURRENT SURVEY CONTROL
 RM0520  ___________________________________________________________________
 RM0520* NAD 83(1986)-  46 33 36.     (N)    091 30 43.     (W)     SCALED    
 RM0520* NAVD 88     -       338.565  (meters)    1110.78   (feet)  ADJUSTED  
 RM0520  ___________________________________________________________________
 RM0520  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 RM0520  DYNAMIC HT  -         338.590 (meters)    1110.86  (feet)  COMP
 RM0520  MODELED GRAV-     980,676.7   (mgal)                       NAVD 88
 RM0520
 RM0520  VERT ORDER  -  FIRST     CLASS II
 RM0520
 RM0520.The horizontal coordinates were scaled from a topographic map and have
 RM0520.an estimated accuracy of +/- 6 seconds.
 RM0520
 RM0520.The orthometric height was determined by differential leveling
 RM0520.and adjusted by the National Geodetic Survey in June 1991..
 RM0520
 RM0520.The geoid height was determined by GEOID03.
 RM0520
 RM0520.The dynamic height is computed by dividing the NAVD 88
 RM0520.geopotential number by the normal gravity value computed on the
 RM0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0520.degrees latitude (g = 980.6199 gals.).
 RM0520
 RM0520.The modeled gravity was interpolated from observed gravity values.
 RM0520
 RM0520;                    North         East    Units  Estimated Accuracy
 RM0520;SPC WI N     -   155,970.      484,080.      MT  (+/- 180 meters Scaled)
 RM0520
 RM0520                          SUPERSEDED SURVEY CONTROL
 RM0520
 RM0520.No superseded survey control is available for this station.
 RM0520
 RM0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM140573(NAD 83)
 RM0520_MARKER: I = METAL ROD
 RM0520_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0520_SP_SET: STAINLESS STEEL ROD
 RM0520_STAMPING: B 210 1982
 RM0520_MARK LOGO: NGS   
 RM0520_PROJECTION: FLUSH
 RM0520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0520_ROD/PIPE-DEPTH: 14.6 meters
 RM0520
 RM0520  HISTORY     - Date     Condition        Report By
 RM0520  HISTORY     - 1982     MONUMENTED       NGS
 RM0520  HISTORY     - 19910622 GOOD             USPSQD
 RM0520  HISTORY     - 20010904 MARK NOT FOUND   USPSQD
 RM0520  HISTORY     - 20031030 MARK NOT FOUND   USPSQD
 RM0520  HISTORY     - 20041214 MARK NOT FOUND   WIDT
 RM0520
 RM0520                          STATION DESCRIPTION
 RM0520
 RM0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0520'5.3 KM (3.3 MI) EAST FROM BRULE.
 RM0520'5.3 KM (3.3 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE IN
 RM0520'BRULE, SET AT A ROAD JUNCTION, 18.5 METERS (61.0 FT) NORTH OF THE
 RM0520'CENTERLINE OF THE HIGHWAY, 11.2 METERS (37.0 FT) WEST OF THE CENTER OF
 RM0520'A SAND ROAD (HOLLANDER ROAD), 7.6 METERS (25.0 FT) NORTHWEST OF A STOP
 RM0520'SIGN.
 RM0520'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 RM0520'THE MARK IS 1.2 M BELOW HIGHWAY.
 RM0520
 RM0520                          STATION RECOVERY (1991)
 RM0520
 RM0520'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJK)
 RM0520'RECOVERED IN GOOD CONDITION.
 RM0520
 RM0520                          STATION RECOVERY (2001)
 RM0520
 RM0520'RECOVERY NOTE BY US POWER SQUADRON 2001 (RO)
 RM0520'HOLLANDER ROAD IS NOW BLACKTOP.  MARK FOUND IS A PLASTIC WI/DOT MARK.
 RM0520'MARK IS 1.2 METERS ABOVE THE NEW HIGHWAY GRADE.  OTHERWISE THE
 RM0520'DESCRIPTION IS OK.
 RM0520
 RM0520                          STATION RECOVERY (2003)
 RM0520
 RM0520'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0520'NOT FOUND.  DUE TO HIGHWAY 2 CONSTRUCTION, THE INTERSECTION WITH
 RM0520'HOLLANDER ROAD HAS BEEN MODIFIED WITH NEW LANDSCAPPING PERHAPS
 RM0520'COVERING OR REMOVING THE STATION.
 RM0520
 RM0520                          STATION RECOVERY (2004)
 RM0520
 RM0520'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 RM0520'THE STATION IS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0608 ***********************************************************************
 RM0608  DESIGNATION -  B 211
 RM0608  PID         -  RM0608
 RM0608  STATE/COUNTY-  WI/IRON
 RM0608  USGS QUAD   -  IRONWOOD (1981)
 RM0608
 RM0608                         *CURRENT SURVEY CONTROL
 RM0608  ___________________________________________________________________
 RM0608* NAD 83(1986)-  46 28 02.     (N)    090 11 43.     (W)     SCALED    
 RM0608* NAVD 88     -       434.376  (meters)    1425.12   (feet)  ADJUSTED  
 RM0608  ___________________________________________________________________
 RM0608  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 RM0608  DYNAMIC HT  -         434.399 (meters)    1425.19  (feet)  COMP
 RM0608  MODELED GRAV-     980,652.4   (mgal)                       NAVD 88
 RM0608
 RM0608  VERT ORDER  -  FIRST     CLASS II
 RM0608
 RM0608.The horizontal coordinates were scaled from a topographic map and have
 RM0608.an estimated accuracy of +/- 6 seconds.
 RM0608
 RM0608.The orthometric height was determined by differential leveling
 RM0608.and adjusted by the National Geodetic Survey in June 1991..
 RM0608
 RM0608.The geoid height was determined by GEOID03.
 RM0608
 RM0608.The dynamic height is computed by dividing the NAVD 88
 RM0608.geopotential number by the normal gravity value computed on the
 RM0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0608.degrees latitude (g = 980.6199 gals.).
 RM0608
 RM0608.The modeled gravity was interpolated from observed gravity values.
 RM0608
 RM0608;                    North         East    Units  Estimated Accuracy
 RM0608;SPC WI N     -   144,570.      585,000.      MT  (+/- 180 meters Scaled)
 RM0608
 RM0608                          SUPERSEDED SURVEY CONTROL
 RM0608
 RM0608.No superseded survey control is available for this station.
 RM0608
 RM0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM153497(NAD 83)
 RM0608_MARKER: DB = BENCH MARK DISK
 RM0608_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RM0608_SP_SET: CONCRETE PIER
 RM0608_STAMPING: B 211 1982
 RM0608_MARK LOGO: NGS   
 RM0608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0608_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0608+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2005
 RM0608
 RM0608  HISTORY     - Date     Condition        Report By
 RM0608  HISTORY     - 1982     MONUMENTED       NGS
 RM0608  HISTORY     - 20021128 GOOD             USPSQD
 RM0608  HISTORY     - 20040312 GOOD             USPSQD
 RM0608  HISTORY     - 20050830 GOOD             WIDT
 RM0608
 RM0608                          STATION DESCRIPTION
 RM0608
 RM0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0608'IN IRONWOOD.
 RM0608'IN IRONWOOD, SET VERTICALLY IN THE WEST FACE OF THE SECOND ONE OF FOUR
 RM0608'PIERS IN THE MEDIUM FROM THE WESTSIDE OF U.S. HIGHWAY 2 OVERPASS AND
 RM0608'U.S. HIGHWAY 51 SOUTH WHICH IS ON THE WEST SIDE OF IRONWOOD,
 RM0608'9.8 METERS (32.0 FT) SOUTH OF THE CENTERLINE OF THE WESTBOUND LANES OF
 RM0608'THE HIGHWAY, AND 5.2 METERS (17.0 FT) EAST OF THE WEST END OF THE
 RM0608'GUARD RAIL ON THE SOUTH SIDE OF THE WESTBOUND LANES.
 RM0608'THE MARK IS 0.9 METERS  S FROM A WITNESS POST.
 RM0608'THE MARK IS 1.2 M ABOVE GROUND.
 RM0608
 RM0608                          STATION RECOVERY (2002)
 RM0608
 RM0608'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 RM0608'RECOVERED IN GOOD CONDITION.
 RM0608
 RM0608                          STATION RECOVERY (2004)
 RM0608
 RM0608'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0608'RECOVERED IN GOOD CONDITION.
 RM0608
 RM0608                          STATION RECOVERY (2005)
 RM0608
 RM0608'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RM0608'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL1428 ***********************************************************************
 RL1428  DESIGNATION -  B 212
 RL1428  PID         -  RL1428
 RL1428  STATE/COUNTY-  WI/VILAS
 RL1428  USGS QUAD   -  MANITOWISH LAKE (1981)
 RL1428
 RL1428                         *CURRENT SURVEY CONTROL
 RL1428  ___________________________________________________________________
 RL1428* NAD 83(1986)-  46 07 08.     (N)    089 50 47.     (W)     SCALED    
 RL1428* NAVD 88     -       491.558  (meters)    1612.72   (feet)  ADJUSTED  
 RL1428  ___________________________________________________________________
 RL1428  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 RL1428  DYNAMIC HT  -         491.553 (meters)    1612.70  (feet)  COMP
 RL1428  MODELED GRAV-     980,589.3   (mgal)                       NAVD 88
 RL1428
 RL1428  VERT ORDER  -  FIRST     CLASS II
 RL1428
 RL1428.The horizontal coordinates were scaled from a topographic map and have
 RL1428.an estimated accuracy of +/- 6 seconds.
 RL1428
 RL1428.The orthometric height was determined by differential leveling
 RL1428.and adjusted by the National Geodetic Survey in June 1991..
 RL1428
 RL1428.The geoid height was determined by GEOID03.
 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     -   105,850.      611,870.      MT  (+/- 180 meters Scaled)
 RL1428
 RL1428                          SUPERSEDED SURVEY CONTROL
 RL1428
 RL1428.No superseded survey control is available for this station.
 RL1428
 RL1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS800111(NAD 83)
 RL1428_MARKER: I = METAL ROD
 RL1428_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RL1428_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RL1428_STAMPING: B 212 1982
 RL1428_MARK LOGO: NGS   
 RL1428_PROJECTION: RECESSED 3 CENTIMETERS
 RL1428_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RL1428+STABILITY: POSITION/ELEVATION WELL
 RL1428_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1428+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0550 ***********************************************************************
 RM0550  DESIGNATION -  B 213
 RM0550  PID         -  RM0550
 RM0550  STATE/COUNTY-  WI/BAYFIELD
 RM0550  USGS QUAD   -  MOQUAH (1975)
 RM0550
 RM0550                         *CURRENT SURVEY CONTROL
 RM0550  ___________________________________________________________________
 RM0550* NAD 83(1986)-  46 31 51.     (N)    091 05 34.     (W)     SCALED    
 RM0550* NAVD 88     -       269.984  (meters)     885.77   (feet)  ADJUSTED  
 RM0550  ___________________________________________________________________
 RM0550  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 RM0550  DYNAMIC HT  -         269.992 (meters)     885.80  (feet)  COMP
 RM0550  MODELED GRAV-     980,638.0   (mgal)                       NAVD 88
 RM0550
 RM0550  VERT ORDER  -  FIRST     CLASS II
 RM0550
 RM0550.The horizontal coordinates were scaled from a topographic map and have
 RM0550.an estimated accuracy of +/- 6 seconds.
 RM0550
 RM0550.The orthometric height was determined by differential leveling
 RM0550.and adjusted by the National Geodetic Survey in June 1991..
 RM0550
 RM0550.The geoid height was determined by GEOID03.
 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     -   152,200.      516,170.      MT  (+/- 180 meters Scaled)
 RM0550
 RM0550                          SUPERSEDED SURVEY CONTROL
 RM0550
 RM0550.No superseded survey control is available for this station.
 RM0550
 RM0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM462547(NAD 83)
 RM0550_MARKER: I = METAL ROD
 RM0550_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0550_SP_SET: STAINLESS STEEL ROD
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0583 ***********************************************************************
 RM0583  DESIGNATION -  B 214
 RM0583  PID         -  RM0583
 RM0583  STATE/COUNTY-  WI/ASHLAND
 RM0583  USGS QUAD   -  CEDAR (1975)
 RM0583
 RM0583                         *CURRENT SURVEY CONTROL
 RM0583  ___________________________________________________________________
 RM0583* NAD 83(1986)-  46 33 27.     (N)    090 36 21.     (W)     SCALED    
 RM0583* NAVD 88     -       235.373  (meters)     772.22   (feet)  ADJUSTED  
 RM0583  ___________________________________________________________________
 RM0583  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 RM0583  DYNAMIC HT  -         235.382 (meters)     772.25  (feet)  COMP
 RM0583  MODELED GRAV-     980,649.8   (mgal)                       NAVD 88
 RM0583
 RM0583  VERT ORDER  -  FIRST     CLASS II
 RM0583
 RM0583.The horizontal coordinates were scaled from a topographic map and have
 RM0583.an estimated accuracy of +/- 6 seconds.
 RM0583
 RM0583.The orthometric height was determined by differential leveling
 RM0583.and adjusted by the National Geodetic Survey in June 1991..
 RM0583
 RM0583.The geoid height was determined by GEOID03.
 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     -   154,760.      553,550.      MT  (+/- 180 meters Scaled)
 RM0583
 RM0583                          SUPERSEDED SURVEY CONTROL
 RM0583
 RM0583.No superseded survey control is available for this station.
 RM0583
 RM0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM835587(NAD 83)
 RM0583_MARKER: I = METAL ROD
 RM0583_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0583_SP_SET: STAINLESS STEEL ROD
 RM0583_STAMPING: B 214 1982
 RM0583_MARK LOGO: NGS   
 RM0583_PROJECTION: FLUSH
 RM0583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0583_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0583+SATELLITE: SATELLITE OBSERVATIONS - December 21, 2003
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0471 ***********************************************************************
 QM0471  DESIGNATION -  B 216
 QM0471  PID         -  QM0471
 QM0471  STATE/COUNTY-  WI/ONEIDA
 QM0471  USGS QUAD   -  LAKE TOMAHAWK (1982)
 QM0471
 QM0471                         *CURRENT SURVEY CONTROL
 QM0471  ___________________________________________________________________
 QM0471* NAD 83(1986)-  45 48 55.     (N)    089 35 38.     (W)     SCALED    
 QM0471* NAVD 88     -       497.761  (meters)    1633.07   (feet)  ADJUSTED  
 QM0471  ___________________________________________________________________
 QM0471  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 QM0471  DYNAMIC HT  -         497.740 (meters)    1633.00  (feet)  COMP
 QM0471  MODELED GRAV-     980,557.8   (mgal)                       NAVD 88
 QM0471
 QM0471  VERT ORDER  -  FIRST     CLASS II
 QM0471
 QM0471.The horizontal coordinates were scaled from a topographic map and have
 QM0471.an estimated accuracy of +/- 6 seconds.
 QM0471
 QM0471.The orthometric height was determined by differential leveling
 QM0471.and adjusted by the National Geodetic Survey in June 1991..
 QM0471
 QM0471.The geoid height was determined by GEOID03.
 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     -    72,170.      631,560.      MT  (+/- 180 meters Scaled)
 QM0471
 QM0471                          SUPERSEDED SURVEY CONTROL
 QM0471
 QM0471.No superseded survey control is available for this station.
 QM0471
 QM0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR984767(NAD 83)
 QM0471_MARKER: I = METAL ROD
 QM0471_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QM0471_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 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 - September 22, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0757 ***********************************************************************
 PN0757  DESIGNATION -  B 218
 PN0757  PID         -  PN0757
 PN0757  STATE/COUNTY-  WI/WAUPACA
 PN0757  USGS QUAD   -  WAUPACA (1992)
 PN0757
 PN0757                         *CURRENT SURVEY CONTROL
 PN0757  ___________________________________________________________________
 PN0757* NAD 83(1986)-  44 21 30.     (N)    089 05 53.     (W)     SCALED    
 PN0757* NAVD 88     -       280.745  (meters)     921.08   (feet)  ADJUSTED  
 PN0757  ___________________________________________________________________
 PN0757  GEOID HEIGHT-         -36.32  (meters)                     GEOID03
 PN0757  DYNAMIC HT  -         280.696 (meters)     920.92  (feet)  COMP
 PN0757  MODELED GRAV-     980,436.2   (mgal)                       NAVD 88
 PN0757
 PN0757  VERT ORDER  -  FIRST     CLASS II
 PN0757
 PN0757.The horizontal coordinates were scaled from a topographic map and have
 PN0757.an estimated accuracy of +/- 6 seconds.
 PN0757
 PN0757.The orthometric height was determined by differential leveling
 PN0757.and adjusted by the National Geodetic Survey in June 1991..
 PN0757
 PN0757.The geoid height was determined by GEOID03.
 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     -    58,740.      671,900.      MT  (+/- 180 meters Scaled)
 PN0757
 PN0757                          SUPERSEDED SURVEY CONTROL
 PN0757
 PN0757.No superseded survey control is available for this station.
 PN0757
 PN0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ328138(NAD 83)
 PN0757_MARKER: F = FLANGE-ENCASED ROD
 PN0757_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0757_SP_SET: STAINLESS STEEL ROD
 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 - March 28, 2004
 PN0757_ROD/PIPE-DEPTH: 6.1  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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0730 ***********************************************************************
 PN0730  DESIGNATION -  B 219
 PN0730  PID         -  PN0730
 PN0730  STATE/COUNTY-  WI/OUTAGAMIE
 PN0730  USGS QUAD   -  SHIOCTON (1992)
 PN0730
 PN0730                         *CURRENT SURVEY CONTROL
 PN0730  ___________________________________________________________________
 PN0730* NAD 83(1986)-  44 26 50.     (N)    088 34 18.     (W)     SCALED    
 PN0730* NAVD 88     -       233.413  (meters)     765.79   (feet)  ADJUSTED  
 PN0730  ___________________________________________________________________
 PN0730  GEOID HEIGHT-         -36.30  (meters)                     GEOID03
 PN0730  DYNAMIC HT  -         233.378 (meters)     765.67  (feet)  COMP
 PN0730  MODELED GRAV-     980,463.3   (mgal)                       NAVD 88
 PN0730
 PN0730  VERT ORDER  -  FIRST     CLASS II
 PN0730
 PN0730.The horizontal coordinates were scaled from a topographic map and have
 PN0730.an estimated accuracy of +/- 6 seconds.
 PN0730
 PN0730.The orthometric height was determined by differential leveling
 PN0730.and adjusted by the National Geodetic Survey in June 1991..
 PN0730
 PN0730.The geoid height was determined by GEOID03.
 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     -    69,210.      713,690.      MT  (+/- 180 meters Scaled)
 PN0730
 PN0730                          SUPERSEDED SURVEY CONTROL
 PN0730
 PN0730.No superseded survey control is available for this station.
 PN0730
 PN0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ749227(NAD 83)
 PN0730_MARKER: F = FLANGE-ENCASED ROD
 PN0730_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0730_SP_SET: STAINLESS STEEL ROD
 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 12, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0034 ***********************************************************************
 PN0034  DESIGNATION -  B 22
 PN0034  PID         -  PN0034
 PN0034  STATE/COUNTY-  WI/SHAWANO
 PN0034  USGS QUAD   -  ZACHOW (1974)
 PN0034
 PN0034                         *CURRENT SURVEY CONTROL
 PN0034  ___________________________________________________________________
 PN0034* NAD 83(1986)-  44 43 55.     (N)    088 21 26.     (W)     SCALED    
 PN0034* NAVD 88     -       262.838  (meters)     862.33   (feet)  ADJUSTED  
 PN0034  ___________________________________________________________________
 PN0034  GEOID HEIGHT-         -36.14  (meters)                     GEOID03
 PN0034  DYNAMIC HT  -         262.804 (meters)     862.22  (feet)  COMP
 PN0034  MODELED GRAV-     980,482.1   (mgal)                       NAVD 88
 PN0034
 PN0034  VERT ORDER  -  SECOND    CLASS 0
 PN0034
 PN0034.The horizontal coordinates were scaled from a topographic map and have
 PN0034.an estimated accuracy of +/- 6 seconds.
 PN0034
 PN0034.The orthometric height was determined by differential leveling
 PN0034.and adjusted by the National Geodetic Survey in June 1991..
 PN0034
 PN0034.The geoid height was determined by GEOID03.
 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     -   101,170.      730,110.      MT  (+/- 180 meters Scaled)
 PN0034
 PN0034                          SUPERSEDED SURVEY CONTROL
 PN0034
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0034.See file dsdata.txt to determine how the superseded data were derived.
 PN0034
 PN0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ925540(NAD 83)
 PN0034_MARKER: DB = BENCH MARK DISK
 PN0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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 - July 12, 2005
 PN0034
 PN0034  HISTORY     - Date     Condition        Report By
 PN0034  HISTORY     - UNK      MONUMENTED       CGS
 PN0034  HISTORY     - 1934     GOOD             NGS
 PN0034  HISTORY     - 20050712 GOOD             WIDT
 PN0034
 PN0034                          STATION DESCRIPTION
 PN0034
 PN0034'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0766 ***********************************************************************
 PN0766  DESIGNATION -  B 220
 PN0766  PID         -  PN0766
 PN0766  STATE/COUNTY-  WI/PORTAGE
 PN0766  USGS QUAD   -  BLAINE (1969)
 PN0766
 PN0766                         *CURRENT SURVEY CONTROL
 PN0766  ___________________________________________________________________
 PN0766* NAD 83(1986)-  44 21 08.     (N)    089 17 04.     (W)     SCALED    
 PN0766* NAVD 88     -       326.121  (meters)    1069.95   (feet)  ADJUSTED  
 PN0766  ___________________________________________________________________
 PN0766  GEOID HEIGHT-         -36.16  (meters)                     GEOID03
 PN0766  DYNAMIC HT  -         326.058 (meters)    1069.74  (feet)  COMP
 PN0766  MODELED GRAV-     980,415.2   (mgal)                       NAVD 88
 PN0766
 PN0766  VERT ORDER  -  FIRST     CLASS II
 PN0766
 PN0766.The horizontal coordinates were scaled from a topographic map and have
 PN0766.an estimated accuracy of +/- 6 seconds.
 PN0766
 PN0766.The orthometric height was determined by differential leveling
 PN0766.and adjusted by the National Geodetic Survey in June 1991..
 PN0766
 PN0766.The geoid height was determined by GEOID03.
 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     -    57,910.      657,050.      MT  (+/- 180 meters Scaled)
 PN0766
 PN0766                          SUPERSEDED SURVEY CONTROL
 PN0766
 PN0766.No superseded survey control is available for this station.
 PN0766
 PN0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ179135(NAD 83)
 PN0766_MARKER: F = FLANGE-ENCASED ROD
 PN0766_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0766_SP_SET: STAINLESS STEEL ROD
 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 - March 30, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0803 ***********************************************************************
 PN0803  DESIGNATION -  B 222
 PN0803  PID         -  PN0803
 PN0803  STATE/COUNTY-  WI/OCONTO
 PN0803  USGS QUAD   -  GILLETT (1974)
 PN0803
 PN0803                         *CURRENT SURVEY CONTROL
 PN0803  ___________________________________________________________________
 PN0803* NAD 83(1986)-  44 59 55.     (N)    088 20 50.     (W)     SCALED    
 PN0803* NAVD 88     -       255.515  (meters)     838.30   (feet)  ADJUSTED  
 PN0803  ___________________________________________________________________
 PN0803  GEOID HEIGHT-         -36.02  (meters)                     GEOID03
 PN0803  DYNAMIC HT  -         255.489 (meters)     838.22  (feet)  COMP
 PN0803  MODELED GRAV-     980,511.2   (mgal)                       NAVD 88
 PN0803
 PN0803  VERT ORDER  -  FIRST     CLASS II
 PN0803
 PN0803.The horizontal coordinates were scaled from a topographic map and have
 PN0803.an estimated accuracy of +/- 6 seconds.
 PN0803
 PN0803.The orthometric height was determined by differential leveling
 PN0803.and adjusted by the National Geodetic Survey in June 1991..
 PN0803
 PN0803.The geoid height was determined by GEOID03.
 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     -   130,810.      730,300.      MT  (+/- 180 meters Scaled)
 PN0803
 PN0803                          SUPERSEDED SURVEY CONTROL
 PN0803
 PN0803.No superseded survey control is available for this station.
 PN0803
 PN0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ938836(NAD 83)
 PN0803_MARKER: I = METAL ROD
 PN0803_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0803_SP_SET: STAINLESS STEEL ROD
 PN0803_STAMPING: B 222 1985
 PN0803_MARK LOGO: NGS   
 PN0803_PROJECTION: FLUSH
 PN0803_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0803+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0568 ***********************************************************************
 QM0568  DESIGNATION -  B 223
 QM0568  PID         -  QM0568
 QM0568  STATE/COUNTY-  WI/OCONTO
 QM0568  USGS QUAD   -  SHADOW LAKE (1973)
 QM0568
 QM0568                         *CURRENT SURVEY CONTROL
 QM0568  ___________________________________________________________________
 QM0568* NAD 83(1986)-  45 14 11.     (N)    088 31 02.     (W)     SCALED    
 QM0568* NAVD 88     -       361.092  (meters)    1184.68   (feet)  ADJUSTED  
 QM0568  ___________________________________________________________________
 QM0568  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 QM0568  DYNAMIC HT  -         361.052 (meters)    1184.55  (feet)  COMP
 QM0568  MODELED GRAV-     980,496.7   (mgal)                       NAVD 88
 QM0568
 QM0568  VERT ORDER  -  FIRST     CLASS II
 QM0568
 QM0568.The horizontal coordinates were scaled from a topographic map and have
 QM0568.an estimated accuracy of +/- 6 seconds.
 QM0568
 QM0568.The orthometric height was determined by differential leveling
 QM0568.and adjusted by the National Geodetic Survey in June 1991..
 QM0568
 QM0568.The geoid height was determined by GEOID03.
 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     -   156,970.      716,420.      MT  (+/- 180 meters Scaled)
 QM0568
 QM0568                          SUPERSEDED SURVEY CONTROL
 QM0568
 QM0568.No superseded survey control is available for this station.
 QM0568
 QM0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR809103(NAD 83)
 QM0568_MARKER: I = METAL ROD
 QM0568_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QM0568_SP_SET: STAINLESS STEEL ROD
 QM0568_STAMPING: B 223 1985
 QM0568_MARK LOGO: NGS   
 QM0568_PROJECTION: FLUSH
 QM0568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0568_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0568+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0441 ***********************************************************************
 QN0441  DESIGNATION -  B 224
 QN0441  PID         -  QN0441
 QN0441  STATE/COUNTY-  WI/RUSK
 QN0441  USGS QUAD   -  LADYSMITH (1971)
 QN0441
 QN0441                         *CURRENT SURVEY CONTROL
 QN0441  ___________________________________________________________________
 QN0441* NAD 83(1986)-  45 28 21.     (N)    091 04 12.     (W)     SCALED    
 QN0441* NAVD 88     -       365.457  (meters)    1199.00   (feet)  ADJUSTED  
 QN0441  ___________________________________________________________________
 QN0441  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 QN0441  DYNAMIC HT  -         365.441 (meters)    1198.95  (feet)  COMP
 QN0441  MODELED GRAV-     980,559.8   (mgal)                       NAVD 88
 QN0441
 QN0441  VERT ORDER  -  FIRST     CLASS II
 QN0441
 QN0441.The horizontal coordinates were scaled from a topographic map and have
 QN0441.an estimated accuracy of +/- 6 seconds.
 QN0441
 QN0441.The orthometric height was determined by differential leveling
 QN0441.and adjusted by the National Geodetic Survey in June 1991..
 QN0441
 QN0441.The geoid height was determined by GEOID03.
 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     -   182,700.      516,330.      MT  (+/- 180 meters Scaled)
 QN0441
 QN0441                          SUPERSEDED SURVEY CONTROL
 QN0441
 QN0441.No superseded survey control is available for this station.
 QN0441
 QN0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL508372(NAD 83)
 QN0441_MARKER: I = METAL ROD
 QN0441_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0441_SP_SET: STAINLESS STEEL ROD
 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 - December 13, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0416 ***********************************************************************
 QN0416  DESIGNATION -  B 225
 QN0416  PID         -  QN0416
 QN0416  STATE/COUNTY-  WI/PRICE
 QN0416  USGS QUAD   -  PRENTICE (1984)
 QN0416
 QN0416                         *CURRENT SURVEY CONTROL
 QN0416  ___________________________________________________________________
 QN0416* NAD 83(1986)-  45 32 30.     (N)    090 21 31.     (W)     SCALED    
 QN0416* NAVD 88     -       457.941  (meters)    1502.43   (feet)  ADJUSTED  
 QN0416  ___________________________________________________________________
 QN0416  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 QN0416  DYNAMIC HT  -         457.922 (meters)    1502.37  (feet)  COMP
 QN0416  MODELED GRAV-     980,560.9   (mgal)                       NAVD 88
 QN0416
 QN0416  VERT ORDER  -  FIRST     CLASS II
 QN0416
 QN0416.The horizontal coordinates were scaled from a topographic map and have
 QN0416.an estimated accuracy of +/- 6 seconds.
 QN0416
 QN0416.The orthometric height was determined by differential leveling
 QN0416.and adjusted by the National Geodetic Survey in June 1991..
 QN0416
 QN0416.The geoid height was determined by GEOID03.
 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     -    41,740.      571,990.      MT  (+/- 180 meters Scaled)
 QN0416
 QN0416                          SUPERSEDED SURVEY CONTROL
 QN0416
 QN0416.No superseded survey control is available for this station.
 QN0416
 QN0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL062465(NAD 83)
 QN0416_MARKER: I = METAL ROD
 QN0416_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QN0416+WITH SETTING: INFORMATION.
 QN0416_SP_SET: SHALLOW-SET METAL ROD
 QN0416_STAMPING: B 225 1985
 QN0416_MARK LOGO: NGS   
 QN0416_PROJECTION: FLUSH
 QN0416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0416_ROD/PIPE-DEPTH: 1.8  meters
 QN0416
 QN0416  HISTORY     - Date     Condition        Report By
 QN0416  HISTORY     - 1985     MONUMENTED       NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0520 ***********************************************************************
 QM0520  DESIGNATION -  B 226
 QM0520  PID         -  QM0520
 QM0520  STATE/COUNTY-  WI/ONEIDA
 QM0520  USGS QUAD   -  GEORGE LAKE (1982)
 QM0520
 QM0520                         *CURRENT SURVEY CONTROL
 QM0520  ___________________________________________________________________
 QM0520* NAD 83(1986)-  45 35 26.     (N)    089 16 55.     (W)     SCALED    
 QM0520* NAVD 88     -       477.530  (meters)    1566.70   (feet)  ADJUSTED  
 QM0520  ___________________________________________________________________
 QM0520  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 QM0520  DYNAMIC HT  -         477.501 (meters)    1566.60  (feet)  COMP
 QM0520  MODELED GRAV-     980,541.2   (mgal)                       NAVD 88
 QM0520
 QM0520  VERT ORDER  -  FIRST     CLASS II
 QM0520
 QM0520.The horizontal coordinates were scaled from a topographic map and have
 QM0520.an estimated accuracy of +/- 6 seconds.
 QM0520
 QM0520.The orthometric height was determined by differential leveling
 QM0520.and adjusted by the National Geodetic Survey in June 1991..
 QM0520
 QM0520.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 QM0520
 QM0520.No superseded survey control is available for this station.
 QM0520
 QM0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR220510(NAD 83)
 QM0520_MARKER: I = METAL ROD
 QM0520_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QM0520_SP_SET: STAINLESS STEEL ROD
 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 - October 03, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0552 ***********************************************************************
 QM0552  DESIGNATION -  B 227
 QM0552  PID         -  QM0552
 QM0552  STATE/COUNTY-  WI/FOREST
 QM0552  USGS QUAD   -  LAONA (1972)
 QM0552
 QM0552                         *CURRENT SURVEY CONTROL
 QM0552  ___________________________________________________________________
 QM0552* NAD 83(1986)-  45 31 54.     (N)    088 40 33.     (W)     SCALED    
 QM0552* NAVD 88     -       489.175  (meters)    1604.90   (feet)  ADJUSTED  
 QM0552  ___________________________________________________________________
 QM0552  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 QM0552  DYNAMIC HT  -         489.133 (meters)    1604.76  (feet)  COMP
 QM0552  MODELED GRAV-     980,514.0   (mgal)                       NAVD 88
 QM0552
 QM0552  VERT ORDER  -  FIRST     CLASS II
 QM0552
 QM0552.The horizontal coordinates were scaled from a topographic map and have
 QM0552.an estimated accuracy of +/- 6 seconds.
 QM0552
 QM0552.The orthometric height was determined by differential leveling
 QM0552.and adjusted by the National Geodetic Survey in June 1991..
 QM0552
 QM0552.The geoid height was determined by GEOID03.
 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     -    41,430.      703,430.      MT  (+/- 180 meters Scaled)
 QM0552
 QM0552                          SUPERSEDED SURVEY CONTROL
 QM0552
 QM0552.No superseded survey control is available for this station.
 QM0552
 QM0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR691433(NAD 83)
 QM0552_MARKER: I = METAL ROD
 QM0552_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QM0552_SP_SET: STAINLESS STEEL ROD
 QM0552_STAMPING: B 227 1985
 QM0552_MARK LOGO: NGS   
 QM0552_PROJECTION: PROJECTING 2 CENTIMETERS
 QM0552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0552_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0552+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0827 ***********************************************************************
 PN0827  DESIGNATION -  B 228
 PN0827  PID         -  PN0827
 PN0827  STATE/COUNTY-  WI/BROWN
 PN0827  USGS QUAD   -  PULASKI (1974)
 PN0827
 PN0827                         *CURRENT SURVEY CONTROL
 PN0827  ___________________________________________________________________
 PN0827* NAD 83(1986)-  44 38 56.     (N)    088 13 13.     (W)     SCALED    
 PN0827* NAVD 88     -       237.665  (meters)     779.74   (feet)  ADJUSTED  
 PN0827  ___________________________________________________________________
 PN0827  GEOID HEIGHT-         -36.16  (meters)                     GEOID03
 PN0827  DYNAMIC HT  -         237.637 (meters)     779.65  (feet)  COMP
 PN0827  MODELED GRAV-     980,493.7   (mgal)                       NAVD 88
 PN0827
 PN0827  VERT ORDER  -  FIRST     CLASS II
 PN0827
 PN0827.The horizontal coordinates were scaled from a topographic map and have
 PN0827.an estimated accuracy of +/- 6 seconds.
 PN0827
 PN0827.The orthometric height was determined by differential leveling
 PN0827.and adjusted by the National Geodetic Survey in June 1991..
 PN0827
 PN0827.The geoid height was determined by GEOID03.
 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     -    92,170.      741,160.      MT  (+/- 180 meters Scaled)
 PN0827
 PN0827                          SUPERSEDED SURVEY CONTROL
 PN0827
 PN0827.No superseded survey control is available for this station.
 PN0827
 PN0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ032446(NAD 83)
 PN0827_MARKER: I = METAL ROD
 PN0827_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0827_SP_SET: STAINLESS STEEL ROD
 PN0827_STAMPING: B 228 1985
 PN0827_MARK LOGO: NGS   
 PN0827_PROJECTION: FLUSH
 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 - August 16, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0280 ***********************************************************************
 PN0280  DESIGNATION -  B 23
 PN0280  PID         -  PN0280
 PN0280  STATE/COUNTY-  WI/OUTAGAMIE
 PN0280  USGS QUAD   -  BEAR CREEK (1992)
 PN0280
 PN0280                         *CURRENT SURVEY CONTROL
 PN0280  ___________________________________________________________________
 PN0280* NAD 83(1986)-  44 33 10.     (N)    088 43 55.     (W)     SCALED    
 PN0280* NAVD 88     -       243.189  (meters)     797.86   (feet)  ADJUSTED  
 PN0280  ___________________________________________________________________
 PN0280  GEOID HEIGHT-         -36.31  (meters)                     GEOID03
 PN0280  DYNAMIC HT  -         243.152 (meters)     797.74  (feet)  COMP
 PN0280  MODELED GRAV-     980,460.8   (mgal)                       NAVD 88
 PN0280
 PN0280  VERT ORDER  -  SECOND    CLASS 0
 PN0280
 PN0280.The horizontal coordinates were scaled from a topographic map and have
 PN0280.an estimated accuracy of +/- 6 seconds.
 PN0280
 PN0280.The orthometric height was determined by differential leveling
 PN0280.and adjusted by the National Geodetic Survey in June 1991..
 PN0280
 PN0280.The geoid height was determined by GEOID03.
 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     -    80,730.      700,750.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0280.See file dsdata.txt to determine how the superseded data were derived.
 PN0280
 PN0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ624347(NAD 83)
 PN0280_MARKER: DB = BENCH MARK DISK
 PN0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0280+STABILITY: SURFACE MOTION
 PN0280
 PN0280  HISTORY     - Date     Condition        Report By
 PN0280  HISTORY     - UNK      MONUMENTED       CGS
 PN0280  HISTORY     - 1934     GOOD             NGS
 PN0280
 PN0280                          STATION DESCRIPTION
 PN0280
 PN0280'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 PO0467 ***********************************************************************
 PO0467  DESIGNATION -  B 230
 PO0467  PID         -  PO0467
 PO0467  STATE/COUNTY-  WI/MONROE
 PO0467  USGS QUAD   -  TUNNEL CITY (1983)
 PO0467
 PO0467                         *CURRENT SURVEY CONTROL
 PO0467  ___________________________________________________________________
 PO0467* NAD 83(1986)-  44 00 28.     (N)    090 36 26.     (W)     SCALED    
 PO0467* NAVD 88     -       298.227  (meters)     978.43   (feet)  ADJUSTED  
 PO0467  ___________________________________________________________________
 PO0467  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 PO0467  DYNAMIC HT  -         298.166 (meters)     978.23  (feet)  COMP
 PO0467  MODELED GRAV-     980,405.0   (mgal)                       NAVD 88
 PO0467
 PO0467  VERT ORDER  -  FIRST     CLASS II
 PO0467
 PO0467.The horizontal coordinates were scaled from a topographic map and have
 PO0467.an estimated accuracy of +/- 6 seconds.
 PO0467
 PO0467.The orthometric height was determined by differential leveling
 PO0467.and adjusted by the National Geodetic Survey in June 1991..
 PO0467
 PO0467.The geoid height was determined by GEOID03.
 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     -   223,230.      551,300.      MT  (+/- 180 meters Scaled)
 PO0467
 PO0467                          SUPERSEDED SURVEY CONTROL
 PO0467
 PO0467.No superseded survey control is available for this station.
 PO0467
 PO0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ918755(NAD 83)
 PO0467_MARKER: F = FLANGE-ENCASED ROD
 PO0467_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PO0467_SP_SET: STAINLESS STEEL ROD
 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 - May 19, 2003
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0722 ***********************************************************************
 ON0722  DESIGNATION -  B 231
 ON0722  PID         -  ON0722
 ON0722  STATE/COUNTY-  WI/LA CROSSE
 ON0722  USGS QUAD   -  WEST SALEM (1993)
 ON0722
 ON0722                         *CURRENT SURVEY CONTROL
 ON0722  ___________________________________________________________________
 ON0722* NAD 83(1986)-  43 53 12.     (N)    091 00 37.     (W)     SCALED    
 ON0722* NAVD 88     -       232.562  (meters)     763.00   (feet)  ADJUSTED  
 ON0722  ___________________________________________________________________
 ON0722  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 ON0722  DYNAMIC HT  -         232.517 (meters)     762.85  (feet)  COMP
 ON0722  MODELED GRAV-     980,423.3   (mgal)                       NAVD 88
 ON0722
 ON0722  VERT ORDER  -  FIRST     CLASS II
 ON0722
 ON0722.The horizontal coordinates were scaled from a topographic map and have
 ON0722.an estimated accuracy of +/- 6 seconds.
 ON0722
 ON0722.The orthometric height was determined by differential leveling
 ON0722.and adjusted by the National Geodetic Survey in June 1991..
 ON0722
 ON0722.The geoid height was determined by GEOID03.
 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     -   210,090.      518,820.      MT  (+/- 180 meters Scaled)
 ON0722
 ON0722                          SUPERSEDED SURVEY CONTROL
 ON0722
 ON0722.No superseded survey control is available for this station.
 ON0722
 ON0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ598612(NAD 83)
 ON0722_MARKER: DB = BENCH MARK 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 - May 19, 2003
 ON0722
 ON0722  HISTORY     - Date     Condition        Report By
 ON0722  HISTORY     - 1985     MONUMENTED       NGS
 ON0722  HISTORY     - 20021008 GOOD             WIDT
 ON0722  HISTORY     - 20030519 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0504 ***********************************************************************
 PO0504  DESIGNATION -  B 232
 PO0504  PID         -  PO0504
 PO0504  STATE/COUNTY-  WI/WOOD
 PO0504  USGS QUAD   -  BABCOCK (1984)
 PO0504
 PO0504                         *CURRENT SURVEY CONTROL
 PO0504  ___________________________________________________________________
 PO0504* NAD 83(1986)-  44 18 35.     (N)    090 03 47.     (W)     SCALED    
 PO0504* NAVD 88     -       297.763  (meters)     976.91   (feet)  ADJUSTED  
 PO0504  ___________________________________________________________________
 PO0504  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 PO0504  DYNAMIC HT  -         297.709 (meters)     976.73  (feet)  COMP
 PO0504  MODELED GRAV-     980,430.5   (mgal)                       NAVD 88
 PO0504
 PO0504  VERT ORDER  -  FIRST     CLASS II
 PO0504
 PO0504.The horizontal coordinates were scaled from a topographic map and have
 PO0504.an estimated accuracy of +/- 6 seconds.
 PO0504
 PO0504.The orthometric height was determined by differential leveling
 PO0504.and adjusted by the National Geodetic Survey in June 1991..
 PO0504
 PO0504.The geoid height was determined by GEOID03.
 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     -    52,940.      594,970.      MT  (+/- 180 meters Scaled)
 PO0504
 PO0504                          SUPERSEDED SURVEY CONTROL
 PO0504
 PO0504.No superseded survey control is available for this station.
 PO0504
 PO0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK342104(NAD 83)
 PO0504_MARKER: F = FLANGE-ENCASED ROD
 PO0504_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PO0504_SP_SET: STAINLESS STEEL ROD
 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 - 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB7542 ***********************************************************************
 AB7542  DESIGNATION -  B 235
 AB7542  PID         -  AB7542
 AB7542  STATE/COUNTY-  WI/DOUGLAS
 AB7542  USGS QUAD   -  PARKLAND (1975)
 AB7542
 AB7542                         *CURRENT SURVEY CONTROL
 AB7542  ___________________________________________________________________
 AB7542* NAD 83(1986)-  46 41 07.     (N)    091 58 22.     (W)     SCALED    
 AB7542* NAVD 88     -       184.925  (meters)     606.71   (feet)  ADJUSTED  
 AB7542  ___________________________________________________________________
 AB7542  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 AB7542  DYNAMIC HT  -         184.947 (meters)     606.78  (feet)  COMP
 AB7542  MODELED GRAV-     980,727.4   (mgal)                       NAVD 88
 AB7542
 AB7542  VERT ORDER  -  FIRST     CLASS II
 AB7542
 AB7542.The horizontal coordinates were scaled from a topographic map and have
 AB7542.an estimated accuracy of +/- 6 seconds.
 AB7542
 AB7542.The orthometric height was determined by differential leveling
 AB7542.and adjusted by the National Geodetic Survey in July 2002..
 AB7542
 AB7542.The geoid height was determined by GEOID03.
 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     -   170,670.      449,100.      MT  (+/- 180 meters Scaled)
 AB7542
 AB7542                          SUPERSEDED SURVEY CONTROL
 AB7542
 AB7542.No superseded survey control is available for this station.
 AB7542
 AB7542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM785707(NAD 83)
 AB7542_MARKER: I = METAL 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 - 1996
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0395 ***********************************************************************
 QL0395  DESIGNATION -  B 24
 QL0395  PID         -  QL0395
 QL0395  STATE/COUNTY-  WI/MARINETTE
 QL0395  USGS QUAD   -  FAITHORN (1982)
 QL0395
 QL0395                         *CURRENT SURVEY CONTROL
 QL0395  ___________________________________________________________________
 QL0395* NAD 83(1986)-  45 39 47.     (N)    087 49 59.     (W)     SCALED    
 QL0395* NAVD 88     -       255.798  (meters)     839.23   (feet)  ADJUSTED  
 QL0395  ___________________________________________________________________
 QL0395  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 QL0395  DYNAMIC HT  -         255.795 (meters)     839.22  (feet)  COMP
 QL0395  MODELED GRAV-     980,595.4   (mgal)                       NAVD 88
 QL0395
 QL0395  VERT ORDER  -  SECOND    CLASS 0
 QL0395
 QL0395.The horizontal coordinates were scaled from a topographic map and have
 QL0395.an estimated accuracy of +/- 6 seconds.
 QL0395
 QL0395.The orthometric height was determined by differential leveling
 QL0395.and adjusted by the National Geodetic Survey in June 1991..
 QL0395
 QL0395.The geoid height was determined by GEOID03.
 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     -   205,580.      768,860.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0395.See file dsdata.txt to determine how the superseded data were derived.
 QL0395
 QL0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR351569(NAD 83)
 QL0395_MARKER: DB = BENCH MARK DISK
 QL0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0395_STAMPING: B 24 1934
 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 = OCTOBER  7, 2006
 QM0157 ***********************************************************************
 QM0157  DESIGNATION -  B 25
 QM0157  PID         -  QM0157
 QM0157  STATE/COUNTY-  WI/FOREST
 QM0157  USGS QUAD   -  LAKE GORDON (1980)
 QM0157
 QM0157                         *CURRENT SURVEY CONTROL
 QM0157  ___________________________________________________________________
 QM0157* NAD 83(1986)-  45 39 02.     (N)    088 35 37.     (W)     SCALED    
 QM0157* NAVD 88     -       455.962  (meters)    1495.94   (feet)  ADJUSTED  
 QM0157  ___________________________________________________________________
 QM0157  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 QM0157  DYNAMIC HT  -         455.935 (meters)    1495.85  (feet)  COMP
 QM0157  MODELED GRAV-     980,542.1   (mgal)                       NAVD 88
 QM0157
 QM0157  VERT ORDER  -  SECOND    CLASS 0
 QM0157
 QM0157.The horizontal coordinates were scaled from a topographic map and have
 QM0157.an estimated accuracy of +/- 6 seconds.
 QM0157
 QM0157.The orthometric height was determined by differential leveling
 QM0157.and adjusted by the National Geodetic Survey in June 1991..
 QM0157
 QM0157.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0157.See file dsdata.txt to determine how the superseded data were derived.
 QM0157
 QM0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR758564(NAD 83)
 QM0157_MARKER: DB = BENCH MARK DISK
 QM0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0157_STAMPING: B 25 1934
 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 = OCTOBER  7, 2006
 QM0001 ***********************************************************************
 QM0001  DESIGNATION -  B 26
 QM0001  PID         -  QM0001
 QM0001  STATE/COUNTY-  WI/MARINETTE
 QM0001  USGS QUAD   -  DUNBAR NE (1981)
 QM0001
 QM0001                         *CURRENT SURVEY CONTROL
 QM0001  ___________________________________________________________________
 QM0001* NAD 83(1986)-  45 44 07.     (N)    088 01 19.     (W)     SCALED    
 QM0001* NAVD 88     -       335.414  (meters)    1100.44   (feet)  ADJUSTED  
 QM0001  ___________________________________________________________________
 QM0001  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 QM0001  DYNAMIC HT  -         335.402 (meters)    1100.40  (feet)  COMP
 QM0001  MODELED GRAV-     980,569.1   (mgal)                       NAVD 88
 QM0001
 QM0001  VERT ORDER  -  SECOND    CLASS 0
 QM0001
 QM0001.The horizontal coordinates were scaled from a topographic map and have
 QM0001.an estimated accuracy of +/- 6 seconds.
 QM0001
 QM0001.The orthometric height was determined by differential leveling
 QM0001.and adjusted by the National Geodetic Survey in June 1991..
 QM0001
 QM0001.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0001.See file dsdata.txt to determine how the superseded data were derived.
 QM0001
 QM0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR204651(NAD 83)
 QM0001_MARKER: DB = BENCH MARK DISK
 QM0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0001_STAMPING: B 26 1934
 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 = OCTOBER  7, 2006
 PN0398 ***********************************************************************
 PN0398  DESIGNATION -  B 28
 PN0398  PID         -  PN0398
 PN0398  STATE/COUNTY-  WI/SHAWANO
 PN0398  USGS QUAD   -  WITTENBERG (1982)
 PN0398
 PN0398                         *CURRENT SURVEY CONTROL
 PN0398  ___________________________________________________________________
 PN0398* NAD 83(1986)-  44 51 24.     (N)    089 11 01.     (W)     SCALED    
 PN0398* NAVD 88     -       370.518  (meters)    1215.61   (feet)  ADJUSTED  
 PN0398  ___________________________________________________________________
 PN0398  GEOID HEIGHT-         -35.66  (meters)                     GEOID03
 PN0398  DYNAMIC HT  -         370.457 (meters)    1215.41  (feet)  COMP
 PN0398  MODELED GRAV-     980,440.8   (mgal)                       NAVD 88
 PN0398
 PN0398  VERT ORDER  -  SECOND    CLASS 0
 PN0398
 PN0398.The horizontal coordinates were scaled from a topographic map and have
 PN0398.an estimated accuracy of +/- 6 seconds.
 PN0398
 PN0398.The orthometric height was determined by differential leveling
 PN0398.and adjusted by the National Geodetic Survey in June 1991..
 PN0398
 PN0398.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0398.See file dsdata.txt to determine how the superseded data were derived.
 PN0398
 PN0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ274693(NAD 83)
 PN0398_MARKER: DB = BENCH MARK DISK
 PN0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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 - July 07, 2005
 PN0398
 PN0398  HISTORY     - Date     Condition        Report By
 PN0398  HISTORY     - UNK      MONUMENTED       CGS
 PN0398  HISTORY     - 1934     GOOD             NGS
 PN0398  HISTORY     - 20030606 GOOD             JCLS
 PN0398  HISTORY     - 20050707 GOOD             WIDT
 PN0398
 PN0398                          STATION DESCRIPTION
 PN0398
 PN0398'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0307 ***********************************************************************
 QM0307  DESIGNATION -  B 29
 QM0307  PID         -  QM0307
 QM0307  STATE/COUNTY-  WI/LANGLADE
 QM0307  USGS QUAD   -  KEMPSTER (1973)
 QM0307
 QM0307                         *CURRENT SURVEY CONTROL
 QM0307  ___________________________________________________________________
 QM0307* NAD 83(1986)-  45 20 11.     (N)    089 09 56.     (W)     SCALED    
 QM0307* NAVD 88     -       515.635  (meters)    1691.71   (feet)  ADJUSTED  
 QM0307  ___________________________________________________________________
 QM0307  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 QM0307  DYNAMIC HT  -         515.573 (meters)    1691.51  (feet)  COMP
 QM0307  MODELED GRAV-     980,479.8   (mgal)                       NAVD 88
 QM0307
 QM0307  VERT ORDER  -  SECOND    CLASS 0
 QM0307
 QM0307.The horizontal coordinates were scaled from a topographic map and have
 QM0307.an estimated accuracy of +/- 6 seconds.
 QM0307
 QM0307.The orthometric height was determined by differential leveling
 QM0307.and adjusted by the National Geodetic Survey in June 1991..
 QM0307
 QM0307.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0307.See file dsdata.txt to determine how the superseded data were derived.
 QM0307
 QM0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR303226(NAD 83)
 QM0307_MARKER: DB = BENCH MARK DISK
 QM0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0307_SP_SET: 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 = OCTOBER  7, 2006
 NH0003 ***********************************************************************
 NH0003  DESIGNATION -  B 3
 NH0003  PID         -  NH0003
 NH0003  STATE/COUNTY-  WI/WALWORTH
 NH0003  USGS QUAD   -  BURLINGTON (1987)
 NH0003
 NH0003                         *CURRENT SURVEY CONTROL
 NH0003  ___________________________________________________________________
 NH0003* NAD 83(1986)-  42 39 04.     (N)    088 21 33.     (W)     SCALED    
 NH0003* NAVD 88     -       244.281  (meters)     801.45   (feet)  ADJUSTED  
 NH0003  ___________________________________________________________________
 NH0003  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 NH0003  DYNAMIC HT  -         244.208 (meters)     801.21  (feet)  COMP
 NH0003  MODELED GRAV-     980,314.7   (mgal)                       NAVD 88
 NH0003
 NH0003  VERT ORDER  -  FIRST     CLASS II
 NH0003
 NH0003.The horizontal coordinates were scaled from a topographic map and have
 NH0003.an estimated accuracy of +/- 6 seconds.
 NH0003
 NH0003.The orthometric height was determined by differential leveling
 NH0003.and adjusted by the National Geodetic Survey in June 1991..
 NH0003
 NH0003.The geoid height was determined by GEOID03.
 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     -    73,660.      734,540.      MT  (+/- 180 meters Scaled)
 NH0003
 NH0003                          SUPERSEDED SURVEY CONTROL
 NH0003
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0003.See file dsdata.txt to determine how the superseded data were derived.
 NH0003
 NH0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN885229(NAD 83)
 NH0003_MARKER: DB = BENCH MARK DISK
 NH0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0003_SP_SET: 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 SUITABLE FOR
 NH0003+SATELLITE: SATELLITE OBSERVATIONS - 2001
 NH0003
 NH0003  HISTORY     - Date     Condition        Report By
 NH0003  HISTORY     - 1930     MONUMENTED       CGS
 NH0003  HISTORY     - 1960     GOOD             NGS
 NH0003  HISTORY     - 2001     GOOD             WIDT
 NH0003
 NH0003                          STATION DESCRIPTION
 NH0003
 NH0003'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0114 ***********************************************************************
 QM0114  DESIGNATION -  B 30
 QM0114  PID         -  QM0114
 QM0114  STATE/COUNTY-  WI/LANGLADE
 QM0114  USGS QUAD   -  LANGLADE (1973)
 QM0114
 QM0114                         *CURRENT SURVEY CONTROL
 QM0114  ___________________________________________________________________
 QM0114* NAD 83(1986)-  45 09 50.     (N)    088 42 10.     (W)     SCALED    
 QM0114* NAVD 88     -       378.233  (meters)    1240.92   (feet)  ADJUSTED  
 QM0114  ___________________________________________________________________
 QM0114  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 QM0114  DYNAMIC HT  -         378.187 (meters)    1240.77  (feet)  COMP
 QM0114  MODELED GRAV-     980,485.2   (mgal)                       NAVD 88
 QM0114
 QM0114  VERT ORDER  -  SECOND    CLASS 0
 QM0114
 QM0114.The horizontal coordinates were scaled from a topographic map and have
 QM0114.an estimated accuracy of +/- 6 seconds.
 QM0114
 QM0114.The orthometric height was determined by differential leveling
 QM0114.and adjusted by the National Geodetic Survey in June 1991..
 QM0114
 QM0114.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0114.See file dsdata.txt to determine how the superseded data were derived.
 QM0114
 QM0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR661025(NAD 83)
 QM0114_MARKER: DB = BENCH MARK DISK
 QM0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0114+STABILITY: SURFACE MOTION
 QM0114
 QM0114  HISTORY     - Date     Condition        Report By
 QM0114  HISTORY     - UNK      MONUMENTED       CGS
 QM0114  HISTORY     - 1934     GOOD             NGS
 QM0114  HISTORY     - 1973     MARK NOT FOUND   USGS
 QM0114  HISTORY     - 20050906 MARK NOT FOUND   WIDT
 QM0114
 QM0114                          STATION DESCRIPTION
 QM0114
 QM0114'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 RL0947 ***********************************************************************
 RL0947  DESIGNATION -  B 31
 RL0947  PID         -  RL0947
 RL0947  STATE/COUNTY-  WI/VILAS
 RL0947  USGS QUAD   -  LAND O' LAKES (1982)
 RL0947
 RL0947                         *CURRENT SURVEY CONTROL
 RL0947  ___________________________________________________________________
 RL0947* NAD 83(1986)-  46 08 27.     (N)    089 12 20.     (W)     SCALED    
 RL0947* NAVD 88     -       513.643  (meters)    1685.18   (feet)  ADJUSTED  
 RL0947  ___________________________________________________________________
 RL0947  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 RL0947  DYNAMIC HT  -         513.638 (meters)    1685.16  (feet)  COMP
 RL0947  MODELED GRAV-     980,589.4   (mgal)                       NAVD 88
 RL0947
 RL0947  VERT ORDER  -  SECOND    CLASS 0
 RL0947
 RL0947.The horizontal coordinates were scaled from a topographic map and have
 RL0947.an estimated accuracy of +/- 6 seconds.
 RL0947
 RL0947.The orthometric height was determined by differential leveling
 RL0947.and adjusted by the National Geodetic Survey in June 1991..
 RL0947
 RL0947.The geoid height was determined by GEOID03.
 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     -   108,580.      661,380.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0947.See file dsdata.txt to determine how the superseded data were derived.
 RL0947
 RL0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS296120(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL0947
 RL0947  HISTORY     - Date     Condition        Report By
 RL0947  HISTORY     - 1934     MONUMENTED       CGS
 RL0947  HISTORY     - 1948     GOOD             NGS
 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 NATIONAL 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 = OCTOBER  7, 2006
 QM0269 ***********************************************************************
 QM0269  DESIGNATION -  B 32
 QM0269  PID         -  QM0269
 QM0269  STATE/COUNTY-  WI/ONEIDA
 QM0269  USGS QUAD   -  STARKS (1982)
 QM0269
 QM0269                         *CURRENT SURVEY CONTROL
 QM0269  ___________________________________________________________________
 QM0269* NAD 83(1986)-  45 41 24.     (N)    089 08 32.     (W)     SCALED    
 QM0269* NAVD 88     -       499.163  (meters)    1637.67   (feet)  ADJUSTED  
 QM0269  ___________________________________________________________________
 QM0269  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 QM0269  DYNAMIC HT  -         499.130 (meters)    1637.56  (feet)  COMP
 QM0269  MODELED GRAV-     980,534.4   (mgal)                       NAVD 88
 QM0269
 QM0269  VERT ORDER  -  SECOND    CLASS 0
 QM0269
 QM0269.The horizontal coordinates were scaled from a topographic map and have
 QM0269.an estimated accuracy of +/- 6 seconds.
 QM0269
 QM0269.The orthometric height was determined by differential leveling
 QM0269.and adjusted by the National Geodetic Survey in June 1991..
 QM0269
 QM0269.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0269.See file dsdata.txt to determine how the superseded data were derived.
 QM0269
 QM0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR332618(NAD 83)
 QM0269_MARKER: DB = BENCH MARK DISK
 QM0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0269+STABILITY: SURFACE MOTION
 QM0269
 QM0269  HISTORY     - Date     Condition        Report By
 QM0269  HISTORY     - UNK      MONUMENTED       CGS
 QM0269  HISTORY     - 1934     GOOD             NGS
 QM0269  HISTORY     - 20051003 MARK NOT FOUND   WIDT
 QM0269
 QM0269                          STATION DESCRIPTION
 QM0269
 QM0269'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 QM0374 ***********************************************************************
 QM0374  DESIGNATION -  B 33
 QM0374  PID         -  QM0374
 QM0374  STATE/COUNTY-  WI/LINCOLN
 QM0374  USGS QUAD   -  MERRILL (1982)
 QM0374
 QM0374                         *CURRENT SURVEY CONTROL
 QM0374  ___________________________________________________________________
 QM0374* NAD 83(1997)-  45 10 44.08470(N)    089 42 51.30813(W)     ADJUSTED  
 QM0374* NAVD 88     -       384.995  (meters)    1263.10   (feet)  ADJUSTED  
 QM0374  ___________________________________________________________________
 QM0374  X           -      22,461.221 (meters)                     COMP
 QM0374  Y           -  -4,503,701.351 (meters)                     COMP
 QM0374  Z           -   4,501,635.443 (meters)                     COMP
 QM0374  LAPLACE CORR-          -6.98  (seconds)                    DEFLEC99
 QM0374  ELLIP HEIGHT-         351.73  (meters)          (04/28/99) GPS OBS
 QM0374  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 QM0374  DYNAMIC HT  -         384.953 (meters)    1262.97  (feet)  COMP
 QM0374  MODELED GRAV-     980,496.7   (mgal)                       NAVD 88
 QM0374
 QM0374  HORZ ORDER  -  A
 QM0374  VERT ORDER  -  SECOND    CLASS 0
 QM0374  ELLP ORDER  -  THIRD     CLASS I
 QM0374
 QM0374.The horizontal coordinates were established by GPS observations
 QM0374.and adjusted by the National Geodetic Survey in April 1999..
 QM0374
 QM0374.The orthometric height was determined by differential leveling
 QM0374.and adjusted by the National Geodetic Survey in June 1991..
 QM0374
 QM0374.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0374
 QM0374.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0374
 QM0374.The ellipsoidal height was determined by GPS observations
 QM0374.and is referenced to NAD 83.
 QM0374
 QM0374.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QM0374;SPC WI C     -   149,560.764   622,459.012   MT  0.99995464   +0 12 05.8
 QM0374;SPC WI C     -   490,683.94  2,042,184.28   sFT  0.99995464   +0 12 05.8
 QM0374;UTM  16      - 5,006,409.891   286,742.605   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  =   0.99989950
 QM0374!UTM  16      -   0.99994486  x   1.00015923  =   1.00010408
 QM0374
 QM0374                          SUPERSEDED SURVEY CONTROL
 QM0374
 QM0374  NAD 83(1991)-  45 10 44.08369(N)    089 42 51.30626(W) AD(       ) 1
 QM0374  ELLIP H (08/19/91)  351.73   (m)                       GP(       ) 4 1
 QM0374  NAVD 88 (04/28/99)  385.00   (m)         1263.1    (f) LEVELING    3  
 QM0374  NGVD 29 (??/??/92)  384.999  (m)         1263.12   (f) ADJ UNCH    2 0
 QM0374
 QM0374.Superseded values are not recommended for survey control.
 QM0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0374.See file dsdata.txt to determine how the superseded data were derived.
 QM0374
 QM0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR8674306410(NAD 83)
 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 19, 2005
 QM0374
 QM0374  HISTORY     - Date     Condition        Report By
 QM0374  HISTORY     - 1934     MONUMENTED       CGS
 QM0374  HISTORY     - 1934     GOOD             NGS
 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
 QM0374                          STATION DESCRIPTION
 QM0374
 QM0374'DESCRIBED BY NATIONAL 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0045 ***********************************************************************
 PO0045  DESIGNATION -  B 35
 PO0045  PID         -  PO0045
 PO0045  STATE/COUNTY-  WI/WOOD
 PO0045  USGS QUAD   -  MARSHFIELD (1979)
 PO0045
 PO0045                         *CURRENT SURVEY CONTROL
 PO0045  ___________________________________________________________________
 PO0045* NAD 83(1986)-  44 39 36.     (N)    090 10 38.     (W)     SCALED    
 PO0045* NAVD 88     -       384.642  (meters)    1261.95   (feet)  ADJUSTED  
 PO0045  ___________________________________________________________________
 PO0045  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 PO0045  DYNAMIC HT  -         384.576 (meters)    1261.73  (feet)  COMP
 PO0045  MODELED GRAV-     980,435.2   (mgal)                       NAVD 88
 PO0045
 PO0045  VERT ORDER  -  SECOND    CLASS 0
 PO0045
 PO0045.The horizontal coordinates were scaled from a topographic map and have
 PO0045.an estimated accuracy of +/- 6 seconds.
 PO0045
 PO0045.The orthometric height was determined by differential leveling
 PO0045.and adjusted by the National Geodetic Survey in June 1991..
 PO0045
 PO0045.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0045.See file dsdata.txt to determine how the superseded data were derived.
 PO0045
 PO0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK237490(NAD 83)
 PO0045_MARKER: DB = BENCH MARK DISK
 PO0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0045_STAMPING: B 35 1934
 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 = OCTOBER  7, 2006
 PN1378 ***********************************************************************
 PN1378  DESIGNATION -  B 36 RESET
 PN1378  PID         -  PN1378
 PN1378  STATE/COUNTY-  WI/MARATHON
 PN1378  USGS QUAD   -  WAUSAU WEST (1993)
 PN1378
 PN1378                         *CURRENT SURVEY CONTROL
 PN1378  ___________________________________________________________________
 PN1378* NAD 83(1986)-  44 57 00.     (N)    089 43 36.     (W)     SCALED    
 PN1378* NAVD 88     -       361.03   (meters)    1184.5    (feet)  RESET     
 PN1378  ___________________________________________________________________
 PN1378  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 PN1378
 PN1378  VERT ORDER  -  THIRD
 PN1378
 PN1378.The horizontal coordinates were scaled from a topographic map and have
 PN1378.an estimated accuracy of +/- 6 seconds.
 PN1378
 PN1378.The orthometric height was computed from unverified reset data.
 PN1378.No vertical observational check was made to the station.
 PN1378
 PN1378.The geoid height was determined by GEOID03.
 PN1378
 PN1378;                    North         East    Units  Estimated Accuracy
 PN1378;SPC WI C     -   124,120.      621,570.      MT  (+/- 180 meters Scaled)
 PN1378
 PN1378                          SUPERSEDED SURVEY CONTROL
 PN1378
 PN1378  NGVD 29 (09/01/04)  361.04   (m)         1184.5    (f) RESET       3  
 PN1378
 PN1378.Superseded values are not recommended for survey control.
 PN1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1378.See file dsdata.txt to determine how the superseded data were derived.
 PN1378
 PN1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ849810(NAD 83)
 PN1378_MARKER: DV = VERTICAL CONTROL DISK
 PN1378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1378_SP_SET: CONCRETE POST
 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 = OCTOBER  7, 2006
 PN0359 ***********************************************************************
 PN0359  DESIGNATION -  B 37
 PN0359  PID         -  PN0359
 PN0359  STATE/COUNTY-  WI/MARATHON
 PN0359  USGS QUAD   -  MISSION LAKE (1982)
 PN0359
 PN0359                         *CURRENT SURVEY CONTROL
 PN0359  ___________________________________________________________________
 PN0359* NAD 83(1986)-  44 48 31.     (N)    089 15 35.     (W)     SCALED    
 PN0359* NAVD 88     -       370.190  (meters)    1214.53   (feet)  ADJUSTED  
 PN0359  ___________________________________________________________________
 PN0359  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 PN0359  DYNAMIC HT  -         370.126 (meters)    1214.32  (feet)  COMP
 PN0359  MODELED GRAV-     980,434.3   (mgal)                       NAVD 88
 PN0359
 PN0359  VERT ORDER  -  SECOND    CLASS 0
 PN0359
 PN0359.The horizontal coordinates were scaled from a topographic map and have
 PN0359.an estimated accuracy of +/- 6 seconds.
 PN0359
 PN0359.The orthometric height was determined by differential leveling
 PN0359.and adjusted by the National Geodetic Survey in June 1991..
 PN0359
 PN0359.The geoid height was determined by GEOID03.
 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     -   108,640.      658,560.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0359.See file dsdata.txt to determine how the superseded data were derived.
 PN0359
 PN0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ213641(NAD 83)
 PN0359_MARKER: DB = BENCH MARK DISK
 PN0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0359+STABILITY: SURFACE MOTION
 PN0359
 PN0359  HISTORY     - Date     Condition        Report By
 PN0359  HISTORY     - UNK      MONUMENTED       CGS
 PN0359  HISTORY     - 1934     GOOD             NGS
 PN0359
 PN0359                          STATION DESCRIPTION
 PN0359
 PN0359'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 PN0409 ***********************************************************************
 PN0409  DESIGNATION -  B 38
 PN0409  PID         -  PN0409
 PN0409  STATE/COUNTY-  WI/WAUPACA
 PN0409  USGS QUAD   -  SCANDINAVIA (1983)
 PN0409
 PN0409                         *CURRENT SURVEY CONTROL
 PN0409  ___________________________________________________________________
 PN0409* NAD 83(1986)-  44 27 28.     (N)    089 08 45.     (W)     SCALED    
 PN0409* NAVD 88     -       283.851  (meters)     931.27   (feet)  ADJUSTED  
 PN0409  ___________________________________________________________________
 PN0409  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 PN0409  DYNAMIC HT  -         283.802 (meters)     931.11  (feet)  COMP
 PN0409  MODELED GRAV-     980,439.3   (mgal)                       NAVD 88
 PN0409
 PN0409  VERT ORDER  -  SECOND    CLASS 0
 PN0409
 PN0409.The horizontal coordinates were scaled from a topographic map and have
 PN0409.an estimated accuracy of +/- 6 seconds.
 PN0409
 PN0409.The orthometric height was determined by differential leveling
 PN0409.and adjusted by the National Geodetic Survey in June 1991..
 PN0409
 PN0409.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0409.See file dsdata.txt to determine how the superseded data were derived.
 PN0409
 PN0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ292249(NAD 83)
 PN0409_MARKER: DB = BENCH MARK DISK
 PN0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0409_STAMPING: B 38 1934
 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 = OCTOBER  7, 2006
 PN0467 ***********************************************************************
 PN0467  DESIGNATION -  B 39
 PN0467  PID         -  PN0467
 PN0467  STATE/COUNTY-  WI/WOOD
 PN0467  USGS QUAD   -  WISCONSIN RAPIDS NORTH (1984)
 PN0467
 PN0467                         *CURRENT SURVEY CONTROL
 PN0467  ___________________________________________________________________
 PN0467* NAD 83(1986)-  44 28 41.     (N)    089 48 09.     (W)     SCALED    
 PN0467* NAVD 88     -       337.580  (meters)    1107.54   (feet)  ADJUSTED  
 PN0467  ___________________________________________________________________
 PN0467  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 PN0467  DYNAMIC HT  -         337.519 (meters)    1107.34  (feet)  COMP
 PN0467  MODELED GRAV-     980,427.4   (mgal)                       NAVD 88
 PN0467
 PN0467  VERT ORDER  -  SECOND    CLASS 0
 PN0467
 PN0467.The horizontal coordinates were scaled from a topographic map and have
 PN0467.an estimated accuracy of +/- 6 seconds.
 PN0467
 PN0467.The orthometric height was determined by differential leveling
 PN0467.and adjusted by the National Geodetic Survey in June 1991..
 PN0467
 PN0467.The geoid height was determined by GEOID03.
 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     -    71,660.      615,710.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0467.See file dsdata.txt to determine how the superseded data were derived.
 PN0467
 PN0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ771287(NAD 83)
 PN0467_MARKER: DB = BENCH MARK DISK
 PN0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0467_STAMPING: B 39 1934
 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 = OCTOBER  7, 2006
 OM0046 ***********************************************************************
 OM0046  DESIGNATION -  B 4
 OM0046  PID         -  OM0046
 OM0046  STATE/COUNTY-  WI/MILWAUKEE
 OM0046  USGS QUAD   -  MENOMONEE FALLS (1994)
 OM0046
 OM0046                         *CURRENT SURVEY CONTROL
 OM0046  ___________________________________________________________________
 OM0046* NAD 83(1986)-  43 10 39.     (N)    088 02 42.     (W)     SCALED    
 OM0046* NAVD 88     -       224.500  (meters)     736.55   (feet)  ADJUSTED  
 OM0046  ___________________________________________________________________
 OM0046  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 OM0046  DYNAMIC HT  -         224.444 (meters)     736.36  (feet)  COMP
 OM0046  MODELED GRAV-     980,364.8   (mgal)                       NAVD 88
 OM0046
 OM0046  VERT ORDER  -  FIRST     CLASS II
 OM0046
 OM0046.The horizontal coordinates were scaled from a topographic map and have
 OM0046.an estimated accuracy of +/- 6 seconds.
 OM0046
 OM0046.The orthometric height was determined by differential leveling
 OM0046.and adjusted by the National Geodetic Survey in June 1991..
 OM0046
 OM0046.The geoid height was determined by GEOID03.
 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     -   132,670.      758,930.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0046.See file dsdata.txt to determine how the superseded data were derived.
 OM0046
 OM0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN150810(NAD 83)
 OM0046_MARKER: DB = BENCH MARK DISK
 OM0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0046_STAMPING: 736.810 B 4 1930
 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             NGS
 OM0046  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 OM0046  HISTORY     - 20010817 MARK NOT FOUND   USPSQD
 OM0046
 OM0046                          STATION DESCRIPTION
 OM0046
 OM0046'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 RM0153 ***********************************************************************
 RM0153  DESIGNATION -  B 40
 RM0153  PID         -  RM0153
 RM0153  STATE/COUNTY-  WI/ASHLAND
 RM0153  USGS QUAD   -  PEEKSVILLE (1984)
 RM0153
 RM0153                         *CURRENT SURVEY CONTROL
 RM0153  ___________________________________________________________________
 RM0153* NAD 83(1986)-  46 04 38.     (N)    090 31 44.     (W)     SCALED    
 RM0153* NAVD 88     -       468.888  (meters)    1538.34   (feet)  ADJUSTED  
 RM0153  ___________________________________________________________________
 RM0153  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 RM0153  DYNAMIC HT  -         468.878 (meters)    1538.31  (feet)  COMP
 RM0153  MODELED GRAV-     980,580.2   (mgal)                       NAVD 88
 RM0153
 RM0153  VERT ORDER  -  SECOND    CLASS 0
 RM0153
 RM0153.The horizontal coordinates were scaled from a topographic map and have
 RM0153.an estimated accuracy of +/- 6 seconds.
 RM0153
 RM0153.The orthometric height was determined by differential leveling
 RM0153.and adjusted by the National Geodetic Survey in June 1991..
 RM0153
 RM0153.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0153.See file dsdata.txt to determine how the superseded data were derived.
 RM0153
 RM0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM910055(NAD 83)
 RM0153_MARKER: DB = BENCH MARK DISK
 RM0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0153_STAMPING: B 40 1934
 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 = OCTOBER  7, 2006
 QN0145 ***********************************************************************
 QN0145  DESIGNATION -  B 41
 QN0145  PID         -  QN0145
 QN0145  STATE/COUNTY-  WI/PRICE
 QN0145  USGS QUAD   -  BUTTERNUT LAKE (1970)
 QN0145
 QN0145                         *CURRENT SURVEY CONTROL
 QN0145  ___________________________________________________________________
 QN0145* NAD 83(1986)-  45 54 34.     (N)    090 31 58.     (W)     SCALED    
 QN0145* NAVD 88     -       452.343  (meters)    1484.06   (feet)  ADJUSTED  
 QN0145  ___________________________________________________________________
 QN0145  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 QN0145  DYNAMIC HT  -         452.330 (meters)    1484.02  (feet)  COMP
 QN0145  MODELED GRAV-     980,573.3   (mgal)                       NAVD 88
 QN0145
 QN0145  VERT ORDER  -  SECOND    CLASS 0
 QN0145
 QN0145.The horizontal coordinates were scaled from a topographic map and have
 QN0145.an estimated accuracy of +/- 6 seconds.
 QN0145
 QN0145.The orthometric height was determined by differential leveling
 QN0145.and adjusted by the National Geodetic Survey in June 1991..
 QN0145
 QN0145.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0145.See file dsdata.txt to determine how the superseded data were derived.
 QN0145
 QN0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL913869(NAD 83)
 QN0145_MARKER: DB = BENCH MARK DISK
 QN0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0145_STAMPING: B 41 1934
 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 = OCTOBER  7, 2006
 QN0189 ***********************************************************************
 QN0189  DESIGNATION -  B 42
 QN0189  PID         -  QN0189
 QN0189  STATE/COUNTY-  WI/SAWYER
 QN0189  USGS QUAD   -  COUDERAY (1971)
 QN0189
 QN0189                         *CURRENT SURVEY CONTROL
 QN0189  ___________________________________________________________________
 QN0189* NAD 83(1986)-  45 47 42.     (N)    091 18 27.     (W)     SCALED    
 QN0189* NAVD 88     -       385.582  (meters)    1265.03   (feet)  ADJUSTED  
 QN0189  ___________________________________________________________________
 QN0189  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 QN0189  DYNAMIC HT  -         385.565 (meters)    1264.97  (feet)  COMP
 QN0189  MODELED GRAV-     980,560.3   (mgal)                       NAVD 88
 QN0189
 QN0189  VERT ORDER  -  FIRST     CLASS II
 QN0189
 QN0189.The horizontal coordinates were scaled from a topographic map and have
 QN0189.an estimated accuracy of +/- 6 seconds.
 QN0189
 QN0189.The orthometric height was determined by differential leveling
 QN0189.and adjusted by the National Geodetic Survey in June 1991..
 QN0189
 QN0189.The geoid height was determined by GEOID03.
 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     -    70,670.      498,350.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0189.See file dsdata.txt to determine how the superseded data were derived.
 QN0189
 QN0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL315726(NAD 83)
 QN0189_MARKER: DB = BENCH MARK DISK
 QN0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0189_STAMPING: B 42 1934
 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 = OCTOBER  7, 2006
 RM0267 ***********************************************************************
 RM0267  DESIGNATION -  B 43
 RM0267  PID         -  RM0267
 RM0267  STATE/COUNTY-  WI/BAYFIELD
 RM0267  USGS QUAD   -  CABLE (1976)
 RM0267
 RM0267                         *CURRENT SURVEY CONTROL
 RM0267  ___________________________________________________________________
 RM0267* NAD 83(1986)-  46 10 05.     (N)    091 19 20.     (W)     SCALED    
 RM0267* NAVD 88     -       397.945  (meters)    1305.59   (feet)  ADJUSTED  
 RM0267  ___________________________________________________________________
 RM0267  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 RM0267  DYNAMIC HT  -         397.953 (meters)    1305.62  (feet)  COMP
 RM0267  MODELED GRAV-     980,624.6   (mgal)                       NAVD 88
 RM0267
 RM0267  VERT ORDER  -  SECOND    CLASS 0
 RM0267
 RM0267.The horizontal coordinates were scaled from a topographic map and have
 RM0267.an estimated accuracy of +/- 6 seconds.
 RM0267
 RM0267.The orthometric height was determined by differential leveling
 RM0267.and adjusted by the National Geodetic Survey in June 1991..
 RM0267
 RM0267.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0267.See file dsdata.txt to determine how the superseded data were derived.
 RM0267
 RM0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM295140(NAD 83)
 RM0267_MARKER: DB = BENCH MARK DISK
 RM0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0267_STAMPING: B 43 1934
 RM0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0267+STABILITY: SURFACE MOTION
 RM0267
 RM0267  HISTORY     - Date     Condition        Report By
 RM0267  HISTORY     - UNK      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 = OCTOBER  7, 2006
 QO0001 ***********************************************************************
 QO0001  DESIGNATION -  B 46
 QO0001  PID         -  QO0001
 QO0001  STATE/COUNTY-  WI/BARRON
 QO0001  USGS QUAD   -  CUMBERLAND (1982)
 QO0001
 QO0001                         *CURRENT SURVEY CONTROL
 QO0001  ___________________________________________________________________
 QO0001* NAD 83(1986)-  45 36 38.     (N)    092 00 33.     (W)     SCALED    
 QO0001* NAVD 88     -       398.498  (meters)    1307.41   (feet)  ADJUSTED  
 QO0001  ___________________________________________________________________
 QO0001  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 QO0001  DYNAMIC HT  -         398.462 (meters)    1307.29  (feet)  COMP
 QO0001  MODELED GRAV-     980,514.0   (mgal)                       NAVD 88
 QO0001
 QO0001  VERT ORDER  -  SECOND    CLASS 0
 QO0001
 QO0001.The horizontal coordinates were scaled from a topographic map and have
 QO0001.an estimated accuracy of +/- 6 seconds.
 QO0001
 QO0001.The orthometric height was determined by differential leveling
 QO0001.and adjusted by the National Geodetic Survey in June 1991..
 QO0001
 QO0001.The geoid height was determined by GEOID03.
 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     -   199,430.      443,290.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0001.See file dsdata.txt to determine how the superseded data were derived.
 QO0001
 QO0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL772512(NAD 83)
 QO0001_MARKER: DB = BENCH MARK DISK
 QO0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0001+STABILITY: SURFACE MOTION
 QO0001
 QO0001  HISTORY     - Date     Condition        Report By
 QO0001  HISTORY     - UNK      MONUMENTED       CGS
 QO0001  HISTORY     - 1934     GOOD             NGS
 QO0001  HISTORY     - 20041115 MARK NOT FOUND   WIDT
 QO0001
 QO0001                          STATION DESCRIPTION
 QO0001
 QO0001'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 QO0023 ***********************************************************************
 QO0023  DESIGNATION -  B 47
 QO0023  PID         -  QO0023
 QO0023  STATE/COUNTY-  WI/BURNETT
 QO0023  USGS QUAD   -  SIREN WEST (1982)
 QO0023
 QO0023                         *CURRENT SURVEY CONTROL
 QO0023  ___________________________________________________________________
 QO0023* NAD 83(1986)-  45 48 01.     (N)    092 22 50.     (W)     SCALED    
 QO0023* NAVD 88     -       300.276  (meters)     985.16   (feet)  ADJUSTED  
 QO0023  ___________________________________________________________________
 QO0023  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 QO0023  DYNAMIC HT  -         300.293 (meters)     985.21  (feet)  COMP
 QO0023  MODELED GRAV-     980,662.1   (mgal)                       NAVD 88
 QO0023
 QO0023  VERT ORDER  -  SECOND    CLASS 0
 QO0023
 QO0023.The horizontal coordinates were scaled from a topographic map and have
 QO0023.an estimated accuracy of +/- 6 seconds.
 QO0023
 QO0023.The orthometric height was determined by differential leveling
 QO0023.and adjusted by the National Geodetic Survey in June 1991..
 QO0023
 QO0023.The geoid height was determined by GEOID03.
 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     -    73,200.      414,970.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0023.See file dsdata.txt to determine how the superseded data were derived.
 QO0023
 QO0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL481720(NAD 83)
 QO0023_MARKER: DB = BENCH MARK DISK
 QO0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0023+STABILITY: SURFACE MOTION
 QO0023
 QO0023  HISTORY     - Date     Condition        Report By
 QO0023  HISTORY     - UNK      MONUMENTED       CGS
 QO0023  HISTORY     - 1934     GOOD             NGS
 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 NATIONAL 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 = OCTOBER  7, 2006
 PO0195 ***********************************************************************
 PO0195  DESIGNATION -  B 49
 PO0195  PID         -  PO0195
 PO0195  STATE/COUNTY-  WI/CHIPPEWA
 PO0195  USGS QUAD   -  CADOTT (1979)
 PO0195
 PO0195                         *CURRENT SURVEY CONTROL
 PO0195  ___________________________________________________________________
 PO0195* NAD 83(1986)-  44 56 33.     (N)    091 11 10.     (W)     SCALED    
 PO0195* NAVD 88     -       294.644  (meters)     966.68   (feet)  ADJUSTED  
 PO0195  ___________________________________________________________________
 PO0195  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 PO0195  DYNAMIC HT  -         294.622 (meters)     966.61  (feet)  COMP
 PO0195  MODELED GRAV-     980,535.0   (mgal)                       NAVD 88
 PO0195
 PO0195  VERT ORDER  -  SECOND    CLASS 0
 PO0195
 PO0195.The horizontal coordinates were scaled from a topographic map and have
 PO0195.an estimated accuracy of +/- 6 seconds.
 PO0195
 PO0195.The orthometric height was determined by differential leveling
 PO0195.and adjusted by the National Geodetic Survey in June 1991..
 PO0195
 PO0195.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0195.See file dsdata.txt to determine how the superseded data were derived.
 PO0195
 PO0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK431781(NAD 83)
 PO0195_MARKER: DB = BENCH MARK DISK
 PO0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0195+STABILITY: SURFACE MOTION
 PO0195
 PO0195  HISTORY     - Date     Condition        Report By
 PO0195  HISTORY     - UNK      MONUMENTED       CGS
 PO0195  HISTORY     - 1934     GOOD             NGS
 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 NATIONAL 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 = OCTOBER  7, 2006
 OM0159 ***********************************************************************
 OM0159  DESIGNATION -  B 5
 OM0159  PID         -  OM0159
 OM0159  STATE/COUNTY-  WI/WINNEBAGO
 OM0159  USGS QUAD   -  VAN DYNE (1992)
 OM0159
 OM0159                         *CURRENT SURVEY CONTROL
 OM0159  ___________________________________________________________________
 OM0159* NAD 83(1986)-  43 56 23.     (N)    088 31 25.     (W)     SCALED    
 OM0159* NAVD 88     -       243.282  (meters)     798.17   (feet)  ADJUSTED  
 OM0159  ___________________________________________________________________
 OM0159  GEOID HEIGHT-         -36.10  (meters)                     GEOID03
 OM0159  DYNAMIC HT  -         243.230 (meters)     798.00  (feet)  COMP
 OM0159  MODELED GRAV-     980,400.5   (mgal)                       NAVD 88
 OM0159
 OM0159  VERT ORDER  -  FIRST     CLASS II
 OM0159
 OM0159.The horizontal coordinates were scaled from a topographic map and have
 OM0159.an estimated accuracy of +/- 6 seconds.
 OM0159
 OM0159.The orthometric height was determined by differential leveling
 OM0159.and adjusted by the National Geodetic Survey in June 1991..
 OM0159
 OM0159.The geoid height was determined by GEOID03.
 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     -   216,540.      718,530.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0159.See file dsdata.txt to determine how the superseded data were derived.
 OM0159
 OM0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP777663(NAD 83)
 OM0159_MARKER: DB = BENCH MARK DISK
 OM0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0159_STAMPING: 798.575 B 5 1930
 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             NGS
 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 NATIONAL 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 = OCTOBER  7, 2006
 QO0063 ***********************************************************************
 QO0063  DESIGNATION -  B 50
 QO0063  PID         -  QO0063
 QO0063  STATE/COUNTY-  WI/ST CROIX
 QO0063  USGS QUAD   -  JEWETT (1975)
 QO0063
 QO0063                         *CURRENT SURVEY CONTROL
 QO0063  ___________________________________________________________________
 QO0063* NAD 83(1986)-  45 06 59.     (N)    092 28 38.     (W)     SCALED    
 QO0063* NAVD 88     -       308.766  (meters)    1013.01   (feet)  ADJUSTED  
 QO0063  ___________________________________________________________________
 QO0063  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 QO0063  DYNAMIC HT  -         308.729 (meters)    1012.89  (feet)  COMP
 QO0063  MODELED GRAV-     980,486.7   (mgal)                       NAVD 88
 QO0063
 QO0063  VERT ORDER  -  SECOND    CLASS 0
 QO0063
 QO0063.The horizontal coordinates were scaled from a topographic map and have
 QO0063.an estimated accuracy of +/- 6 seconds.
 QO0063
 QO0063.The orthometric height was determined by differential leveling
 QO0063.and adjusted by the National Geodetic Survey in June 1991..
 QO0063
 QO0063.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0063.See file dsdata.txt to determine how the superseded data were derived.
 QO0063
 QO0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK411960(NAD 83)
 QO0063_MARKER: DB = BENCH MARK DISK
 QO0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0063+STABILITY: SURFACE MOTION
 QO0063
 QO0063  HISTORY     - Date     Condition        Report By
 QO0063  HISTORY     - UNK      MONUMENTED       CGS
 QO0063  HISTORY     - 1934     GOOD             NGS
 QO0063  HISTORY     - 20031209 MARK NOT FOUND   WIDT
 QO0063
 QO0063                          STATION DESCRIPTION
 QO0063
 QO0063'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 PO0284 ***********************************************************************
 PO0284  DESIGNATION -  B 51
 PO0284  PID         -  PO0284
 PO0284  STATE/COUNTY-  WI/DUNN
 PO0284  USGS QUAD   -  COLFAX SOUTH (1972)
 PO0284
 PO0284                         *CURRENT SURVEY CONTROL
 PO0284  ___________________________________________________________________
 PO0284* NAD 83(1986)-  44 59 48.     (N)    091 43 38.     (W)     SCALED    
 PO0284* NAVD 88     -       289.421  (meters)     949.54   (feet)  ADJUSTED  
 PO0284  ___________________________________________________________________
 PO0284  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 PO0284  DYNAMIC HT  -         289.393 (meters)     949.45  (feet)  COMP
 PO0284  MODELED GRAV-     980,512.2   (mgal)                       NAVD 88
 PO0284
 PO0284  VERT ORDER  -  SECOND    CLASS 0
 PO0284
 PO0284.The horizontal coordinates were scaled from a topographic map and have
 PO0284.an estimated accuracy of +/- 6 seconds.
 PO0284
 PO0284.The orthometric height was determined by differential leveling
 PO0284.and adjusted by the National Geodetic Survey in June 1991..
 PO0284
 PO0284.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0284.See file dsdata.txt to determine how the superseded data were derived.
 PO0284
 PO0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK003833(NAD 83)
 PO0284_MARKER: DB = BENCH MARK DISK
 PO0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0284+STABILITY: SURFACE MOTION
 PO0284
 PO0284  HISTORY     - Date     Condition        Report By
 PO0284  HISTORY     - UNK      MONUMENTED       CGS
 PO0284  HISTORY     - 1934     GOOD             NGS
 PO0284  HISTORY     - 1972     MARK NOT FOUND   USGS
 PO0284  HISTORY     - 20031204 MARK NOT FOUND   WIDT
 PO0284
 PO0284                          STATION DESCRIPTION
 PO0284
 PO0284'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 PO0233 ***********************************************************************
 PO0233  DESIGNATION -  B 52
 PO0233  PID         -  PO0233
 PO0233  STATE/COUNTY-  WI/EAU CLAIRE
 PO0233  USGS QUAD   -  FALL CREEK (1972)
 PO0233
 PO0233                         *CURRENT SURVEY CONTROL
 PO0233  ___________________________________________________________________
 PO0233* NAD 83(1986)-  44 46 08.     (N)    091 16 55.     (W)     SCALED    
 PO0233* NAVD 88     -       289.224  (meters)     948.90   (feet)  ADJUSTED  
 PO0233  ___________________________________________________________________
 PO0233  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 PO0233  DYNAMIC HT  -         289.192 (meters)     948.79  (feet)  COMP
 PO0233  MODELED GRAV-     980,502.5   (mgal)                       NAVD 88
 PO0233
 PO0233  VERT ORDER  -  SECOND    CLASS 0
 PO0233
 PO0233.The horizontal coordinates were scaled from a topographic map and have
 PO0233.an estimated accuracy of +/- 6 seconds.
 PO0233
 PO0233.The orthometric height was determined by differential leveling
 PO0233.and adjusted by the National Geodetic Survey in June 1991..
 PO0233
 PO0233.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0233.See file dsdata.txt to determine how the superseded data were derived.
 PO0233
 PO0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK359587(NAD 83)
 PO0233_MARKER: DB = BENCH MARK DISK
 PO0233_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PO0233_SP_SET: BRIDGE RETAINING WALL
 PO0233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PO0233
 PO0233  HISTORY     - Date     Condition        Report By
 PO0233  HISTORY     - UNK      MONUMENTED       CGS
 PO0233  HISTORY     - 1934     GOOD             NGS
 PO0233  HISTORY     - 1965     GOOD             NGS
 PO0233
 PO0233                          STATION DESCRIPTION
 PO0233
 PO0233'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1965
 PO0233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0101 ***********************************************************************
 QN0101  DESIGNATION -  B 53
 QN0101  PID         -  QN0101
 QN0101  STATE/COUNTY-  WI/TAYLOR
 QN0101  USGS QUAD   -  MEDFORD (1969)
 QN0101
 QN0101                         *CURRENT SURVEY CONTROL
 QN0101  ___________________________________________________________________
 QN0101* NAD 83(1986)-  45 13 26.     (N)    090 19 53.     (W)     SCALED    
 QN0101* NAVD 88     -       448.089  (meters)    1470.11   (feet)  ADJUSTED  
 QN0101  ___________________________________________________________________
 QN0101  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 QN0101  DYNAMIC HT  -         448.055 (meters)    1469.99  (feet)  COMP
 QN0101  MODELED GRAV-     980,527.1   (mgal)                       NAVD 88
 QN0101
 QN0101  VERT ORDER  -  SECOND    CLASS 0
 QN0101
 QN0101.The horizontal coordinates were scaled from a topographic map and have
 QN0101.an estimated accuracy of +/- 6 seconds.
 QN0101
 QN0101.The orthometric height was determined by differential leveling
 QN0101.and adjusted by the National Geodetic Survey in June 1991..
 QN0101
 QN0101.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0101.See file dsdata.txt to determine how the superseded data were derived.
 QN0101
 QN0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL095112(NAD 83)
 QN0101_MARKER: DB = BENCH MARK DISK
 QN0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0101_STAMPING: B 53 1934
 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 = OCTOBER  7, 2006
 PO0173 ***********************************************************************
 PO0173  DESIGNATION -  B 54
 PO0173  PID         -  PO0173
 PO0173  STATE/COUNTY-  WI/EAU CLAIRE
 PO0173  USGS QUAD   -  FAIRCHILD (1979)
 PO0173
 PO0173                         *CURRENT SURVEY CONTROL
 PO0173  ___________________________________________________________________
 PO0173* NAD 83(1986)-  44 36 02.     (N)    090 57 44.     (W)     SCALED    
 PO0173* NAVD 88     -       325.484  (meters)    1067.86   (feet)  ADJUSTED  
 PO0173  ___________________________________________________________________
 PO0173  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 PO0173  DYNAMIC HT  -         325.437 (meters)    1067.70  (feet)  COMP
 PO0173  MODELED GRAV-     980,464.8   (mgal)                       NAVD 88
 PO0173
 PO0173  VERT ORDER  -  SECOND    CLASS 0
 PO0173
 PO0173.The horizontal coordinates were scaled from a topographic map and have
 PO0173.an estimated accuracy of +/- 6 seconds.
 PO0173
 PO0173.The orthometric height was determined by differential leveling
 PO0173.and adjusted by the National Geodetic Survey in June 1991..
 PO0173
 PO0173.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0173.See file dsdata.txt to determine how the superseded data were derived.
 PO0173
 PO0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK617405(NAD 83)
 PO0173_MARKER: DB = BENCH MARK DISK
 PO0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0173+STABILITY: SURFACE MOTION
 PO0173
 PO0173  HISTORY     - Date     Condition        Report By
 PO0173  HISTORY     - UNK      MONUMENTED       CGS
 PO0173  HISTORY     - 1934     GOOD             NGS
 PO0173  HISTORY     - 1977     MARK NOT FOUND   USGS
 PO0173  HISTORY     - 20031106 MARK NOT FOUND   WIDT
 PO0173
 PO0173                          STATION DESCRIPTION
 PO0173
 PO0173'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 PO0154 ***********************************************************************
 PO0154  DESIGNATION -  B 55
 PO0154  PID         -  PO0154
 PO0154  STATE/COUNTY-  WI/MONROE
 PO0154  USGS QUAD   -  WARRENS WEST (1983)
 PO0154
 PO0154                         *CURRENT SURVEY CONTROL
 PO0154  ___________________________________________________________________
 PO0154* NAD 83(1986)-  44 08 48.     (N)    090 32 44.     (W)     SCALED    
 PO0154* NAVD 88     -       315.585  (meters)    1035.38   (feet)  ADJUSTED  
 PO0154  ___________________________________________________________________
 PO0154  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 PO0154  DYNAMIC HT  -         315.521 (meters)    1035.17  (feet)  COMP
 PO0154  MODELED GRAV-     980,407.3   (mgal)                       NAVD 88
 PO0154
 PO0154  VERT ORDER  -  SECOND    CLASS 0
 PO0154
 PO0154.The horizontal coordinates were scaled from a topographic map and have
 PO0154.an estimated accuracy of +/- 6 seconds.
 PO0154
 PO0154.The orthometric height was determined by differential leveling
 PO0154.and adjusted by the National Geodetic Survey in June 1991..
 PO0154
 PO0154.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0154.See file dsdata.txt to determine how the superseded data were derived.
 PO0154
 PO0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ962910(NAD 83)
 PO0154_MARKER: DB = BENCH MARK DISK
 PO0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0154+STABILITY: SURFACE MOTION
 PO0154
 PO0154  HISTORY     - Date     Condition        Report By
 PO0154  HISTORY     - UNK      MONUMENTED       CGS
 PO0154  HISTORY     - 1934     GOOD             NGS
 PO0154  HISTORY     - 1948     MARK NOT FOUND   USGS
 PO0154
 PO0154                          STATION DESCRIPTION
 PO0154
 PO0154'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 PO0186 ***********************************************************************
 PO0186  DESIGNATION -  B 56
 PO0186  PID         -  PO0186
 PO0186  STATE/COUNTY-  WI/CLARK
 PO0186  USGS QUAD   -  COLUMBIA (1979)
 PO0186
 PO0186                         *CURRENT SURVEY CONTROL
 PO0186  ___________________________________________________________________
 PO0186* NAD 83(1986)-  44 33 12.     (N)    090 38 20.     (W)     SCALED    
 PO0186* NAVD 88     -       328.460  (meters)    1077.62   (feet)  ADJUSTED  
 PO0186  ___________________________________________________________________
 PO0186  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 PO0186  DYNAMIC HT  -         328.411 (meters)    1077.46  (feet)  COMP
 PO0186  MODELED GRAV-     980,459.8   (mgal)                       NAVD 88
 PO0186
 PO0186  VERT ORDER  -  SECOND    CLASS 0
 PO0186
 PO0186.The horizontal coordinates were scaled from a topographic map and have
 PO0186.an estimated accuracy of +/- 6 seconds.
 PO0186
 PO0186.The orthometric height was determined by differential leveling
 PO0186.and adjusted by the National Geodetic Survey in June 1991..
 PO0186
 PO0186.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0186.See file dsdata.txt to determine how the superseded data were derived.
 PO0186
 PO0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK875360(NAD 83)
 PO0186_MARKER: DB = BENCH MARK DISK
 PO0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0186_STAMPING: B 56 1934
 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 = OCTOBER  7, 2006
 QN0246 ***********************************************************************
 QN0246  DESIGNATION -  B 57
 QN0246  PID         -  QN0246
 QN0246  STATE/COUNTY-  WI/BARRON
 QN0246  USGS QUAD   -  RICE LAKE SOUTH (1978)
 QN0246
 QN0246                         *CURRENT SURVEY CONTROL
 QN0246  ___________________________________________________________________
 QN0246* NAD 83(1986)-  45 23 25.     (N)    091 44 05.     (W)     SCALED    
 QN0246* NAVD 88     -       331.629  (meters)    1088.02   (feet)  ADJUSTED  
 QN0246  ___________________________________________________________________
 QN0246  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 QN0246  DYNAMIC HT  -         331.605 (meters)    1087.94  (feet)  COMP
 QN0246  MODELED GRAV-     980,535.2   (mgal)                       NAVD 88
 QN0246
 QN0246  VERT ORDER  -  SECOND    CLASS 0
 QN0246
 QN0246.The horizontal coordinates were scaled from a topographic map and have
 QN0246.an estimated accuracy of +/- 6 seconds.
 QN0246
 QN0246.The orthometric height was determined by differential leveling
 QN0246.and adjusted by the National Geodetic Survey in June 1991..
 QN0246
 QN0246.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0246.See file dsdata.txt to determine how the superseded data were derived.
 QN0246
 QN0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL990270(NAD 83)
 QN0246_MARKER: DB = BENCH MARK DISK
 QN0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0246_STAMPING: B 57 1934
 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 = OCTOBER  7, 2006
 PO0298 ***********************************************************************
 PO0298  DESIGNATION -  B 58
 PO0298  PID         -  PO0298
 PO0298  STATE/COUNTY-  WI/DUNN
 PO0298  USGS QUAD   -  FALLS CITY (1972)
 PO0298
 PO0298                         *CURRENT SURVEY CONTROL
 PO0298  ___________________________________________________________________
 PO0298* NAD 83(1986)-  44 45 01.     (N)    091 45 28.     (W)     SCALED    
 PO0298* NAVD 88     -       226.578  (meters)     743.36   (feet)  ADJUSTED  
 PO0298  ___________________________________________________________________
 PO0298  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 PO0298  DYNAMIC HT  -         226.555 (meters)     743.29  (feet)  COMP
 PO0298  MODELED GRAV-     980,512.8   (mgal)                       NAVD 88
 PO0298
 PO0298  VERT ORDER  -  SECOND    CLASS 0
 PO0298
 PO0298.The horizontal coordinates were scaled from a topographic map and have
 PO0298.an estimated accuracy of +/- 6 seconds.
 PO0298
 PO0298.The orthometric height was determined by differential leveling
 PO0298.and adjusted by the National Geodetic Survey in June 1991..
 PO0298
 PO0298.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0298.See file dsdata.txt to determine how the superseded data were derived.
 PO0298
 PO0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK983559(NAD 83)
 PO0298_MARKER: DB = BENCH MARK DISK
 PO0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0298+STABILITY: SURFACE MOTION
 PO0298
 PO0298  HISTORY     - Date     Condition        Report By
 PO0298  HISTORY     - UNK      MONUMENTED       CGS
 PO0298  HISTORY     - 1934     GOOD             NGS
 PO0298  HISTORY     - 1972     MARK NOT FOUND   USGS
 PO0298
 PO0298                          STATION DESCRIPTION
 PO0298
 PO0298'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 PP0588 ***********************************************************************
 PP0588  DESIGNATION -  B 59
 PP0588  PID         -  PP0588
 PP0588  STATE/COUNTY-  WI/PIERCE
 PP0588  USGS QUAD   -  RIVER FALLS EAST (1974)
 PP0588
 PP0588                         *CURRENT SURVEY CONTROL
 PP0588  ___________________________________________________________________
 PP0588* NAD 83(1986)-  44 47 12.     (N)    092 32 11.     (W)     SCALED    
 PP0588* NAVD 88     -       290.869  (meters)     954.29   (feet)  ADJUSTED  
 PP0588  ___________________________________________________________________
 PP0588  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 PP0588  DYNAMIC HT  -         290.825 (meters)     954.15  (feet)  COMP
 PP0588  MODELED GRAV-     980,461.8   (mgal)                       NAVD 88
 PP0588
 PP0588  VERT ORDER  -  SECOND    CLASS 0
 PP0588
 PP0588.The horizontal coordinates were scaled from a topographic map and have
 PP0588.an estimated accuracy of +/- 6 seconds.
 PP0588
 PP0588.The orthometric height was determined by differential leveling
 PP0588.and adjusted by the National Geodetic Survey in June 1991..
 PP0588
 PP0588.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0588.See file dsdata.txt to determine how the superseded data were derived.
 PP0588
 PP0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK366593(NAD 83)
 PP0588_MARKER: DB = BENCH MARK DISK
 PP0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0588_STAMPING: B 59 1934
 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 = OCTOBER  7, 2006
 PN0072 ***********************************************************************
 PN0072  DESIGNATION -  B 6
 PN0072  PID         -  PN0072
 PN0072  STATE/COUNTY-  WI/BROWN
 PN0072  USGS QUAD   -  GREEN BAY WEST (1992)
 PN0072
 PN0072                         *CURRENT SURVEY CONTROL
 PN0072  ___________________________________________________________________
 PN0072* NAD 83(1986)-  44 31 37.     (N)    088 00 51.     (W)     SCALED    
 PN0072* NAVD 88     -       179.327  (meters)     588.34   (feet)  ADJUSTED  
 PN0072  ___________________________________________________________________
 PN0072  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 PN0072  DYNAMIC HT  -         179.305 (meters)     588.27  (feet)  COMP
 PN0072  MODELED GRAV-     980,490.5   (mgal)                       NAVD 88
 PN0072
 PN0072  VERT ORDER  -  FIRST     CLASS II
 PN0072
 PN0072.The horizontal coordinates were scaled from a topographic map and have
 PN0072.an estimated accuracy of +/- 6 seconds.
 PN0072
 PN0072.The orthometric height was determined by differential leveling
 PN0072.and adjusted by the National Geodetic Survey in June 1991..
 PN0072
 PN0072.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0072.See file dsdata.txt to determine how the superseded data were derived.
 PN0072
 PN0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ194309(NAD 83)
 PN0072_MARKER: DB = BENCH MARK DISK
 PN0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0072_STAMPING: 588.454 B 6 1930
 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             NGS
 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 NATIONAL 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 = OCTOBER  7, 2006
 PN0073 ***********************************************************************
 PN0073  DESIGNATION -  B 6 RESET
 PN0073  PID         -  PN0073
 PN0073  STATE/COUNTY-  WI/BROWN
 PN0073  USGS QUAD   -  GREEN BAY WEST (1992)
 PN0073
 PN0073                         *CURRENT SURVEY CONTROL
 PN0073  ___________________________________________________________________
 PN0073* NAD 83(1986)-  44 31 35.     (N)    088 00 48.     (W)     SCALED    
 PN0073* NAVD 88     -       179.249  (meters)     588.09   (feet)  ADJUSTED  
 PN0073  ___________________________________________________________________
 PN0073  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 PN0073  DYNAMIC HT  -         179.226 (meters)     588.01  (feet)  COMP
 PN0073  MODELED GRAV-     980,490.4   (mgal)                       NAVD 88
 PN0073
 PN0073  VERT ORDER  -  FIRST     CLASS 0
 PN0073
 PN0073.The horizontal coordinates were scaled from a topographic map and have
 PN0073.an estimated accuracy of +/- 6 seconds.
 PN0073
 PN0073.The orthometric height was determined by differential leveling
 PN0073.and adjusted by the National Geodetic Survey in June 1991..
 PN0073.WARNING-Repeat measurements at this control monument indicate possible
 PN0073.vertical movement.
 PN0073
 PN0073.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 PN0073
 PN0073.No superseded survey control is available for this station.
 PN0073
 PN0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ194308(NAD 83)
 PN0073_MARKER: DB = BENCH MARK DISK
 PN0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0073_SP_SET: CONCRETE POST
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0259 ***********************************************************************
 PO0259  DESIGNATION -  B 60
 PO0259  PID         -  PO0259
 PO0259  STATE/COUNTY-  WI/TREMPEALEAU
 PO0259  USGS QUAD   -  WHITEHALL (1973)
 PO0259
 PO0259                         *CURRENT SURVEY CONTROL
 PO0259  ___________________________________________________________________
 PO0259* NAD 83(1986)-  44 22 24.     (N)    091 20 33.     (W)     SCALED    
 PO0259* NAVD 88     -       247.305  (meters)     811.37   (feet)  ADJUSTED  
 PO0259  ___________________________________________________________________
 PO0259  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 PO0259  DYNAMIC HT  -         247.274 (meters)     811.26  (feet)  COMP
 PO0259  MODELED GRAV-     980,486.7   (mgal)                       NAVD 88
 PO0259
 PO0259  VERT ORDER  -  SECOND    CLASS 0
 PO0259
 PO0259.The horizontal coordinates were scaled from a topographic map and have
 PO0259.an estimated accuracy of +/- 6 seconds.
 PO0259
 PO0259.The orthometric height was determined by differential leveling
 PO0259.and adjusted by the National Geodetic Survey in June 1991..
 PO0259
 PO0259.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0259.See file dsdata.txt to determine how the superseded data were derived.
 PO0259
 PO0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK320146(NAD 83)
 PO0259_MARKER: DB = BENCH MARK DISK
 PO0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0259+STABILITY: SURFACE MOTION
 PO0259
 PO0259  HISTORY     - Date     Condition        Report By
 PO0259  HISTORY     - UNK      MONUMENTED       CGS
 PO0259  HISTORY     - 1934     GOOD             NGS
 PO0259
 PO0259                          STATION DESCRIPTION
 PO0259
 PO0259'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 RL1262 ***********************************************************************
 RL1262  DESIGNATION -  B 61
 RL1262  PID         -  RL1262
 RL1262  STATE/COUNTY-  WI/VILAS
 RL1262  USGS QUAD   -  CHANEY LAKE (1982)
 RL1262
 RL1262                         *CURRENT SURVEY CONTROL
 RL1262  ___________________________________________________________________
 RL1262* NAD 83(1986)-  46 15 36.     (N)    089 53 23.     (W)     SCALED    
 RL1262* NAVD 88     -       503.551  (meters)    1652.07   (feet)  ADJUSTED  
 RL1262  ___________________________________________________________________
 RL1262  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 RL1262  DYNAMIC HT  -         503.548 (meters)    1652.06  (feet)  COMP
 RL1262  MODELED GRAV-     980,592.6   (mgal)                       NAVD 88
 RL1262
 RL1262  VERT ORDER  -  SECOND    CLASS 0
 RL1262
 RL1262.The horizontal coordinates were scaled from a topographic map and have
 RL1262.an estimated accuracy of +/- 6 seconds.
 RL1262
 RL1262.The orthometric height was determined by differential leveling
 RL1262.and adjusted by the National Geodetic Survey in June 1991..
 RL1262
 RL1262.The geoid height was determined by GEOID03.
 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     -   121,520.      608,500.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1262.See file dsdata.txt to determine how the superseded data were derived.
 RL1262
 RL1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS772269(NAD 83)
 RL1262_MARKER: DB = BENCH MARK DISK
 RL1262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1262_STAMPING: B 61 1948
 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 = OCTOBER  7, 2006
 RL0945 ***********************************************************************
 RL0945  DESIGNATION -  B 62
 RL0945  PID         -  RL0945
 RL0945  STATE/COUNTY-  WI/VILAS
 RL0945  USGS QUAD   -  LAND O' LAKES (1982)
 RL0945
 RL0945                         *CURRENT SURVEY CONTROL
 RL0945  ___________________________________________________________________
 RL0945* NAD 83(1986)-  46 09 29.     (N)    089 12 36.     (W)     SCALED    
 RL0945* NAVD 88     -       520.019  (meters)    1706.10   (feet)  ADJUSTED  
 RL0945  ___________________________________________________________________
 RL0945  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 RL0945  DYNAMIC HT  -         520.015 (meters)    1706.08  (feet)  COMP
 RL0945  MODELED GRAV-     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 topographic map and have
 RL0945.an estimated accuracy of +/- 6 seconds.
 RL0945
 RL0945.The orthometric height was determined by differential leveling
 RL0945.and adjusted by the National Geodetic Survey in June 1991..
 RL0945
 RL0945.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0945.See file dsdata.txt to determine how the superseded data were derived.
 RL0945
 RL0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS293139(NAD 83)
 RL0945_MARKER: DB = BENCH MARK DISK
 RL0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0945_STAMPING: B 62 1948
 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 = OCTOBER  7, 2006
 RL1075 ***********************************************************************
 RL1075  DESIGNATION -  B 63
 RL1075  PID         -  RL1075
 RL1075  STATE/COUNTY-  WI/VILAS
 RL1075  USGS QUAD   -  PIONEER LAKE (1981)
 RL1075
 RL1075                         *CURRENT SURVEY CONTROL
 RL1075  ___________________________________________________________________
 RL1075* NAD 83(1986)-  46 02 01.     (N)    089 09 02.     (W)     SCALED    
 RL1075* NAVD 88     -       516.931  (meters)    1695.96   (feet)  ADJUSTED  
 RL1075  ___________________________________________________________________
 RL1075  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 RL1075  DYNAMIC HT  -         516.920 (meters)    1695.93  (feet)  COMP
 RL1075  MODELED GRAV-     980,577.9   (mgal)                       NAVD 88
 RL1075
 RL1075  VERT ORDER  -  SECOND    CLASS 0
 RL1075
 RL1075.The horizontal coordinates were scaled from a topographic map and have
 RL1075.an estimated accuracy of +/- 6 seconds.
 RL1075
 RL1075.The orthometric height was determined by differential leveling
 RL1075.and adjusted by the National Geodetic Survey in June 1991..
 RL1075
 RL1075.The geoid height was determined by GEOID03.
 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     -    96,710.      665,760.      MT  (+/- 180 meters Scaled)
 RL1075
 RL1075                          SUPERSEDED SURVEY CONTROL
 RL1075
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1075.See file dsdata.txt to determine how the superseded data were derived.
 RL1075
 RL1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS335000(NAD 83)
 RL1075_MARKER: DB = BENCH MARK DISK
 RL1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1075_STAMPING: B 63 1948
 RL1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1075+STABILITY: SURFACE MOTION
 RL1075_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1075+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL0445 ***********************************************************************
 RL0445  DESIGNATION -  B 64
 RL0445  PID         -  RL0445
 RL0445  STATE/COUNTY-  WI/FOREST
 RL0445  USGS QUAD   -  SMOKY LAKE (1981)
 RL0445
 RL0445                         *CURRENT SURVEY CONTROL
 RL0445  ___________________________________________________________________
 RL0445* NAD 83(1986)-  46 01 32.     (N)    088 55 24.     (W)     SCALED    
 RL0445* NAVD 88     -       511.040  (meters)    1676.64   (feet)  ADJUSTED  
 RL0445  ___________________________________________________________________
 RL0445  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 RL0445  DYNAMIC HT  -         511.036 (meters)    1676.62  (feet)  COMP
 RL0445  MODELED GRAV-     980,591.0   (mgal)                       NAVD 88
 RL0445
 RL0445  VERT ORDER  -  SECOND    CLASS 0
 RL0445
 RL0445.The horizontal coordinates were scaled from a topographic map and have
 RL0445.an estimated accuracy of +/- 6 seconds.
 RL0445
 RL0445.The orthometric height was determined by differential leveling
 RL0445.and adjusted by the National Geodetic Survey in June 1991..
 RL0445
 RL0445.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0445.See file dsdata.txt to determine how the superseded data were derived.
 RL0445
 RL0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR511986(NAD 83)
 RL0445_MARKER: DB = BENCH MARK DISK
 RL0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0445_STAMPING: B 64 1948
 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 = OCTOBER  7, 2006
 QL0292 ***********************************************************************
 QL0292  DESIGNATION -  B 7
 QL0292  PID         -  QL0292
 QL0292  STATE/COUNTY-  WI/MARINETTE
 QL0292  USGS QUAD   -  MARINETTE WEST (1975)
 QL0292
 QL0292                         *CURRENT SURVEY CONTROL
 QL0292  ___________________________________________________________________
 QL0292* NAD 83(1986)-  45 06 01.     (N)    087 38 10.     (W)     SCALED    
 QL0292* NAVD 88     -       182.111  (meters)     597.48   (feet)  ADJUSTED  
 QL0292  ___________________________________________________________________
 QL0292  GEOID HEIGHT-         -36.92  (meters)                     GEOID03
 QL0292  DYNAMIC HT  -         182.093 (meters)     597.42  (feet)  COMP
 QL0292  MODELED GRAV-     980,515.5   (mgal)                       NAVD 88
 QL0292
 QL0292  VERT ORDER  -  FIRST     CLASS 0
 QL0292
 QL0292.The horizontal coordinates were scaled from a topographic map and have
 QL0292.an estimated accuracy of +/- 6 seconds.
 QL0292
 QL0292.The orthometric height was determined by differential leveling
 QL0292.and adjusted by the National Geodetic Survey in June 1991..
 QL0292.WARNING-Repeat measurements at this control monument indicate possible
 QL0292.vertical movement.
 QL0292
 QL0292.The geoid height was determined by GEOID03.
 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     -   143,490.      786,020.      MT  (+/- 180 meters Scaled)
 QL0292
 QL0292                          SUPERSEDED SURVEY CONTROL
 QL0292
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0292.See file dsdata.txt to determine how the superseded data were derived.
 QL0292
 QL0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ499942(NAD 83)
 QL0292_MARKER: DB = BENCH MARK DISK
 QL0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0292_STAMPING: 597.692 B 7 1930
 QL0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0292+STABILITY: SURFACE MOTION
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0266 ***********************************************************************
 NH0266  DESIGNATION -  B 78
 NH0266  PID         -  NH0266
 NH0266  STATE/COUNTY-  WI/ROCK
 NH0266  USGS QUAD   -  CLINTON (1976)
 NH0266
 NH0266                         *CURRENT SURVEY CONTROL
 NH0266  ___________________________________________________________________
 NH0266* NAD 83(1986)-  42 33 09.     (N)    088 51 44.     (W)     SCALED    
 NH0266* NAVD 88     -       289.116  (meters)     948.54   (feet)  ADJUSTED  
 NH0266  ___________________________________________________________________
 NH0266  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 NH0266  DYNAMIC HT  -         289.028 (meters)     948.25  (feet)  COMP
 NH0266  MODELED GRAV-     980,307.7   (mgal)                       NAVD 88
 NH0266
 NH0266  VERT ORDER  -  SECOND    CLASS 0
 NH0266
 NH0266.The horizontal coordinates were scaled from a topographic map and have
 NH0266.an estimated accuracy of +/- 6 seconds.
 NH0266
 NH0266.The orthometric height was determined by differential leveling
 NH0266.and adjusted by the National Geodetic Survey in June 1991..
 NH0266
 NH0266.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0266.See file dsdata.txt to determine how the superseded data were derived.
 NH0266
 NH0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN471128(NAD 83)
 NH0266_MARKER: DB = BENCH MARK DISK
 NH0266_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0266_SP_SET: BUILDING
 NH0266_STAMPING: B 78 1960
 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 = OCTOBER  7, 2006
 ON0184 ***********************************************************************
 ON0184  DESIGNATION -  B 79
 ON0184  PID         -  ON0184
 ON0184  STATE/COUNTY-  WI/VERNON
 ON0184  USGS QUAD   -  STODDARD (1983)
 ON0184
 ON0184                         *CURRENT SURVEY CONTROL
 ON0184  ___________________________________________________________________
 ON0184* NAD 83(1986)-  43 39 21.     (N)    091 12 26.     (W)     SCALED    
 ON0184* NAVD 88     -       196.760  (meters)     645.54   (feet)  ADJUSTED  
 ON0184  ___________________________________________________________________
 ON0184  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 ON0184  DYNAMIC HT  -         196.717 (meters)     645.40  (feet)  COMP
 ON0184  MODELED GRAV-     980,396.1   (mgal)                       NAVD 88
 ON0184
 ON0184  VERT ORDER  -  SECOND    CLASS 0
 ON0184
 ON0184.The horizontal coordinates were scaled from a topographic map and have
 ON0184.an estimated accuracy of +/- 6 seconds.
 ON0184
 ON0184.The orthometric height was determined by differential leveling
 ON0184.and adjusted by the National Geodetic Survey in June 1991..
 ON0184.WARNING-Repeat measurements at this control monument indicate possible
 ON0184.vertical movement.
 ON0184
 ON0184.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0184.See file dsdata.txt to determine how the superseded data were derived.
 ON0184
 ON0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ445352(NAD 83)
 ON0184_MARKER: DB = BENCH MARK DISK
 ON0184_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ON0184_SP_SET: BRIDGE
 ON0184_STAMPING: B 79 1934
 ON0184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0184
 ON0184  HISTORY     - Date     Condition        Report By
 ON0184  HISTORY     - 1934     MONUMENTED       CGS
 ON0184  HISTORY     - 1958     GOOD             NGS
 ON0184
 ON0184                          STATION DESCRIPTION
 ON0184
 ON0184'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 PN0483 ***********************************************************************
 PN0483  DESIGNATION -  B 8
 PN0483  PID         -  PN0483
 PN0483  STATE/COUNTY-  WI/WOOD
 PN0483  USGS QUAD   -  VESPER (1984)
 PN0483
 PN0483                         *CURRENT SURVEY CONTROL
 PN0483  ___________________________________________________________________
 PN0483* NAD 83(1986)-  44 28 51.     (N)    089 57 33.     (W)     SCALED    
 PN0483* NAVD 88     -       338.181  (meters)    1109.52   (feet)  ADJUSTED  
 PN0483  ___________________________________________________________________
 PN0483  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 PN0483  DYNAMIC HT  -         338.123 (meters)    1109.33  (feet)  COMP
 PN0483  MODELED GRAV-     980,437.7   (mgal)                       NAVD 88
 PN0483
 PN0483  VERT ORDER  -  FIRST     CLASS II
 PN0483
 PN0483.The horizontal coordinates were scaled from a topographic map and have
 PN0483.an estimated accuracy of +/- 6 seconds.
 PN0483
 PN0483.The orthometric height was determined by differential leveling
 PN0483.and adjusted by the National Geodetic Survey in June 1991..
 PN0483
 PN0483.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0483.See file dsdata.txt to determine how the superseded data were derived.
 PN0483
 PN0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ646295(NAD 83)
 PN0483_MARKER: DB = BENCH MARK DISK
 PN0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0483_STAMPING: 1109.571 B 8 1930
 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             NGS
 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 NATIONAL 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 = OCTOBER  7, 2006
 ON0171 ***********************************************************************
 ON0171  DESIGNATION -  B 80
 ON0171  PID         -  ON0171
 ON0171  STATE/COUNTY-  WI/VERNON
 ON0171  USGS QUAD   -  READSTOWN (1983)
 ON0171
 ON0171                         *CURRENT SURVEY CONTROL
 ON0171  ___________________________________________________________________
 ON0171* NAD 83(1986)-  43 29 44.     (N)    090 51 49.     (W)     SCALED    
 ON0171* NAVD 88     -       378.795  (meters)    1242.76   (feet)  ADJUSTED  
 ON0171  ___________________________________________________________________
 ON0171  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 ON0171  DYNAMIC HT  -         378.702 (meters)    1242.46  (feet)  COMP
 ON0171  MODELED GRAV-     980,361.9   (mgal)                       NAVD 88
 ON0171
 ON0171  VERT ORDER  -  SECOND    CLASS 0
 ON0171
 ON0171.The horizontal coordinates were scaled from a topographic map and have
 ON0171.an estimated accuracy of +/- 6 seconds.
 ON0171
 ON0171.The orthometric height was determined by differential leveling
 ON0171.and adjusted by the National Geodetic Survey in June 1991..
 ON0171
 ON0171.The geoid height was determined by GEOID03.
 ON0171
 ON0171.The dynamic height is computed by dividing the NAVD 88
 ON0171.geopotential number by the normal gravity value computed on the
 ON0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0171.degrees latitude (g = 980.6199 gals.).
 ON0171
 ON0171.The modeled gravity was interpolated from observed gravity values.
 ON0171
 ON0171;                    North         East    Units  Estimated Accuracy
 ON0171;SPC WI S     -   166,500.      530,160.      MT  (+/- 180 meters Scaled)
 ON0171
 ON0171                          SUPERSEDED SURVEY CONTROL
 ON0171
 ON0171  NGVD 29 (??/??/92)  378.818  (m)         1242.84   (f) ADJ UNCH    2 0
 ON0171
 ON0171.Superseded values are not recommended for survey control.
 ON0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0171.See file dsdata.txt to determine how the superseded data were derived.
 ON0171
 ON0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ727180(NAD 83)
 ON0171_MARKER: DB = BENCH MARK DISK
 ON0171_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ON0171_SP_SET: CATTLE PASS
 ON0171_STAMPING: B 80 1934
 ON0171_MARK LOGO: CGS   
 ON0171_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ON0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0171+STABILITY: SURFACE MOTION
 ON0171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON0171+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002
 ON0171
 ON0171  HISTORY     - Date     Condition        Report By
 ON0171  HISTORY     - 1934     MONUMENTED       CGS
 ON0171  HISTORY     - 20020826 GOOD             WIDT
 ON0171
 ON0171                          STATION DESCRIPTION
 ON0171
 ON0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0171'5.4 MI SE FROM VIROQUA.
 ON0171'5.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 14 FROM THE CHICAGO,
 ON0171'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT VIROQUA,
 ON0171'VERNON COUNTY, AT A 4- BY 8-FOOT CONCRETE CATTLE PASS, IN THE
 ON0171'TOP OF THE SOUTH END OF THE WEST HEADWALL, 12 FEET WEST OF THE
 ON0171'CENTERLINE OF THE HIGHWAY, 12 FEET EAST OF RIGHT-OF-WAY FENCE,
 ON0171'AND 3-1/2 FEET LOWER THAN THE ROADWAY.
 ON0171
 ON0171                          STATION RECOVERY (2002)
 ON0171
 ON0171'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (TSS)
 ON0171'OWNERSHIP--VERNON COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 ON0171'US HIGHWAY 14 WITH STATE HIGHWAY 27 ABOUT 2.4 MI (3.86 KM) SOUTH OF
 ON0171'THE CITY OF VIROQUA, GO SOUTHWEST ON STATE HIGHWAY 27 FOR 1 MI (1.61
 ON0171'KM) TO COUNTY HIGHWAY J ON THE LEFT, TURN LEFT AND GO SOUTHEAST ON
 ON0171'COUNTY HIGHWAY J FOR 1.2 MI (1.93 KM) TO THE STATION ON THE RIGHT.
 ON0171'THE STATION IS A BRONZE US COAST AND GEODETIC SURVEY BENCH MARK DISK
 ON0171'SET IN THE TOP OF A CATTLE PASS ABOUT 1.5 M (4.9 FT) BELOW THE HIGHWAY
 ON0171'PAVEMENT.  THE STATION IS 7.1 M (23.3 FT) WEST-SOUTHWEST OF THE
 ON0171'CENTERLINE OF COUNTY HIGHWAY J, 0.1 MI (0.16 KM) NORTH OF THE JUNCTION
 ON0171'OF COUNTY HIGHWAY J WITH ANDERSON ROAD, 57 M (187.0 FT)
 ON0171'NORTH-NORTHWEST OF THE EXTENDED CENTERLINE OF A FIELD ENTRANCE, 3.1 M
 ON0171'(10.2 FT) SOUTH-SOUTHWEST OF A BLACK AND WHITE WOOD CULVERT MARKER
 ON0171'POST AND 0.1 M (0.3 FT) NORTHWEST OF AN ORANGE PLASTIC WITNESS POST.
 ON0171'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 ON0171'THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0095 ***********************************************************************
 ON0095  DESIGNATION -  B 81
 ON0095  PID         -  ON0095
 ON0095  STATE/COUNTY-  WI/RICHLAND
 ON0095  USGS QUAD   -  LONE ROCK (1983)
 ON0095
 ON0095                         *CURRENT SURVEY CONTROL
 ON0095  ___________________________________________________________________
 ON0095* NAD 83(1986)-  43 10 09.     (N)    090 11 32.     (W)     SCALED    
 ON0095* NAVD 88     -       215.333  (meters)     706.47   (feet)  ADJUSTED  
 ON0095  ___________________________________________________________________
 ON0095  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 ON0095  DYNAMIC HT  -         215.277 (meters)     706.29  (feet)  COMP
 ON0095  MODELED GRAV-     980,355.6   (mgal)                       NAVD 88
 ON0095
 ON0095  VERT ORDER  -  SECOND    CLASS 0
 ON0095
 ON0095.The horizontal coordinates were scaled from a topographic map and have
 ON0095.an estimated accuracy of +/- 6 seconds.
 ON0095
 ON0095.The orthometric height was determined by differential leveling
 ON0095.and adjusted by the National Geodetic Survey in June 1991..
 ON0095
 ON0095.The geoid height was determined by GEOID03.
 ON0095
 ON0095.The dynamic height is computed by dividing the NAVD 88
 ON0095.geopotential number by the normal gravity value computed on the
 ON0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0095.degrees latitude (g = 980.6199 gals.).
 ON0095
 ON0095.The modeled gravity was interpolated from observed gravity values.
 ON0095
 ON0095;                    North         East    Units  Estimated Accuracy
 ON0095;SPC WI S     -   129,900.      584,370.      MT  (+/- 180 meters Scaled)
 ON0095
 ON0095                          SUPERSEDED SURVEY CONTROL
 ON0095
 ON0095  NGVD 29 (??/??/92)  215.397  (m)          706.68   (f) ADJ UNCH    2 0
 ON0095
 ON0095.Superseded values are not recommended for survey control.
 ON0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0095.See file dsdata.txt to determine how the superseded data were derived.
 ON0095
 ON0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH282834(NAD 83)
 ON0095_MARKER: DB = BENCH MARK DISK
 ON0095_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ON0095_SP_SET: BRIDGE ABUTMENT
 ON0095_STAMPING: B 81 1934
 ON0095_MARK LOGO: CGS   
 ON0095_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ON0095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0095_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0095+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2003
 ON0095
 ON0095  HISTORY     - Date     Condition        Report By
 ON0095  HISTORY     - 1934     MONUMENTED       CGS
 ON0095  HISTORY     - 20030826 GOOD             WIDT
 ON0095
 ON0095                          STATION DESCRIPTION
 ON0095
 ON0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0095'1 MI SE FROM LONE ROCK.
 ON0095'ABOUT 1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 130 FROM THE MAIN
 ON0095'STREET CROSSING OF THE CHICAGO, MILWAUKEE, ST. PAUL AND
 ON0095'PACIFIC RAILROAD AT LONE ROCK, RICHLAND COUNTY, AT THE 516-FOOT
 ON0095'STEEL SPAN BRIDGE OVER WISCONSIN RIVER, IN THE TOP OF THE EAST
 ON0095'END OF THE SOUTH CONCRETE RETAINING WALL, 13 FEET EAST OF THE
 ON0095'CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE ROADWAY.
 ON0095'A STANDARD DISK, STAMPED B 81 1934.
 ON0095
 ON0095                          STATION RECOVERY (2003)
 ON0095
 ON0095'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (TSS)
 ON0095'OWNERSHIP -- WISCONSIN DEPARMENT OF TRANSPORTATION.  TO REACH THE
 ON0095'STATION FROM THE JUNCTION OF STATE HIGHWAY 130 WITH STATE HIGHWAY 133
 ON0095'ABOUT 1.25 MI (2.01 KM) SOUTH OF THE VILLAGE OF LONE ROCK, GO NORTH ON
 ON0095'STATE HIGHWAY 130 AND STATE HIGHWAY 133 FOR 0.4 MI (0.64 KM) TO THE
 ON0095'STATION ON THE RIGHT.  THE STATION IS A BRONZE US COAST AND GEODETIC
 ON0095'SURVEY BENCH MARK SET IN THE TOP OF A BRIDGE ABUTMENT AND ABOUT LEVEL
 ON0095'WITH THE HIGHWAY PAVEMENT.  THE STATION IS 4.2 M (13.8 FT) EAST OF THE
 ON0095'CENTERLINE OF STATE HIGHWAY 130/ STATE HIGHWAY 133, 19.0 M (62.3 FT)
 ON0095'NORTH OF THE SOUTHERN MOST GUARD RAIL POST, 18.1 M (59.4 FT) NORTHEAST
 ON0095'OF POWER POLE --8-2-13 52/24--1.0 M (170.6 FT) EAST OF THE BRIDGE
 ON0095'RAIL.  ---NOTE--- THE STATION HAS NO OBSTRUCTIONS EXTENDING HIGHER
 ON0095'THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR THE TREES TO THE NORTH,
 ON0095'NORTH-NORTHWEST, WEST, AND SOUTH WEST WICH ARE EXTENDING TO 38, 33,
 ON0095'22, AND 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0009 ***********************************************************************
 ON0009  DESIGNATION -  B 82
 ON0009  PID         -  ON0009
 ON0009  STATE/COUNTY-  WI/VERNON
 ON0009  USGS QUAD   -  HILLSBORO (1983)
 ON0009
 ON0009                         *CURRENT SURVEY CONTROL
 ON0009  ___________________________________________________________________
 ON0009* NAD 83(1986)-  43 38 19.     (N)    090 21 07.     (W)     SCALED    
 ON0009* NAVD 88     -       291.988  (meters)     957.96   (feet)  ADJUSTED  
 ON0009  ___________________________________________________________________
 ON0009  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 ON0009  DYNAMIC HT  -         291.912 (meters)     957.71  (feet)  COMP
 ON0009  MODELED GRAV-     980,352.6   (mgal)                       NAVD 88
 ON0009
 ON0009  VERT ORDER  -  SECOND    CLASS 0
 ON0009
 ON0009.The horizontal coordinates were scaled from a topographic map and have
 ON0009.an estimated accuracy of +/- 6 seconds.
 ON0009
 ON0009.The orthometric height was determined by differential leveling
 ON0009.and adjusted by the National Geodetic Survey in June 1991..
 ON0009
 ON0009.The geoid height was determined by GEOID03.
 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     -   182,100.      571,600.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0009.See file dsdata.txt to determine how the superseded data were derived.
 ON0009
 ON0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ135351(NAD 83)
 ON0009_MARKER: DB = BENCH MARK DISK
 ON0009_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ON0009_SP_SET: BRIDGE
 ON0009_STAMPING: B 82 1934
 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 = OCTOBER  7, 2006
 ON0010 ***********************************************************************
 ON0010  DESIGNATION -  B 82 RESET
 ON0010  PID         -  ON0010
 ON0010  STATE/COUNTY-  WI/VERNON
 ON0010  USGS QUAD   -  HILLSBORO (1983)
 ON0010
 ON0010                         *CURRENT SURVEY CONTROL
 ON0010  ___________________________________________________________________
 ON0010* NAD 83(1986)-  43 38 19.     (N)    090 21 07.     (W)     SCALED    
 ON0010* NAVD 88     -       292.62   (+/-2cm)     960.0    (feet)  VERTCON   
 ON0010  ___________________________________________________________________
 ON0010  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 ON0010
 ON0010  VERT ORDER  -  THIRD (See Below)
 ON0010
 ON0010.The horizontal coordinates were scaled from a topographic map and have
 ON0010.an estimated accuracy of +/- 6 seconds.
 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.The vertical order pertains to the NGVD 29 superseded value.
 ON0010
 ON0010.The geoid height was determined by GEOID03.
 ON0010
 ON0010;                    North         East    Units  Estimated Accuracy
 ON0010;SPC WI S     -   182,100.      571,600.      MT  (+/- 180 meters Scaled)
 ON0010
 ON0010                          SUPERSEDED SURVEY CONTROL
 ON0010
 ON0010  NGVD 29 (09/01/04)  292.65   (m)          960.1    (f) RESET       3  
 ON0010
 ON0010.Superseded values are not recommended for survey control.
 ON0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0010.See file dsdata.txt to determine how the superseded data were derived.
 ON0010
 ON0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ135351(NAD 83)
 ON0010_MARKER: DB = BENCH MARK DISK
 ON0010_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ON0010_SP_SET: BRIDGE
 ON0010_STAMPING: B 82 1934 RESET 1954
 ON0010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0010
 ON0010  HISTORY     - Date     Condition        Report By
 ON0010  HISTORY     - 1954     MONUMENTED       CGS
 ON0010  HISTORY     - 1956     GOOD             NGS
 ON0010
 ON0010                          STATION DESCRIPTION
 ON0010
 ON0010'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 ON0051 ***********************************************************************
 ON0051  DESIGNATION -  B 83
 ON0051  PID         -  ON0051
 ON0051  STATE/COUNTY-  WI/JUNEAU
 ON0051  USGS QUAD   -  NEW LISBON SOUTH (1983)
 ON0051
 ON0051                         *CURRENT SURVEY CONTROL
 ON0051  ___________________________________________________________________
 ON0051* NAD 83(1986)-  43 50 36.     (N)    090 08 11.     (W)     SCALED    
 ON0051* NAVD 88     -       279.090  (meters)     915.65   (feet)  ADJUSTED  
 ON0051  ___________________________________________________________________
 ON0051  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 ON0051  DYNAMIC HT  -         279.027 (meters)     915.44  (feet)  COMP
 ON0051  MODELED GRAV-     980,387.4   (mgal)                       NAVD 88
 ON0051
 ON0051  VERT ORDER  -  SECOND    CLASS 0
 ON0051
 ON0051.The horizontal coordinates were scaled from a topographic map and have
 ON0051.an estimated accuracy of +/- 6 seconds.
 ON0051
 ON0051.The orthometric height was determined by differential leveling
 ON0051.and adjusted by the National Geodetic Survey in June 1991..
 ON0051
 ON0051.The geoid height was determined by GEOID03.
 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     -   204,790.      589,030.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0051.See file dsdata.txt to determine how the superseded data were derived.
 ON0051
 ON0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ301584(NAD 83)
 ON0051_MARKER: DB = BENCH MARK DISK
 ON0051_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ON0051_SP_SET: SEMAPHORE
 ON0051_STAMPING: B 83 1934
 ON0051_PROJECTION: FLUSH
 ON0051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  7, 2006
 OM0324 ***********************************************************************
 OM0324  DESIGNATION -  B 84 RESET 1937
 OM0324  PID         -  OM0324
 OM0324  STATE/COUNTY-  WI/COLUMBIA
 OM0324  USGS QUAD   -  PORTAGE (1984)
 OM0324
 OM0324                         *CURRENT SURVEY CONTROL
 OM0324  ___________________________________________________________________
 OM0324* NAD 83(1986)-  43 32 48.     (N)    089 28 07.     (W)     SCALED    
 OM0324* NAVD 88     -       247.45   (+/-2cm)     811.8    (feet)  VERTCON   
 OM0324  ___________________________________________________________________
 OM0324  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 OM0324
 OM0324  VERT ORDER  -  THIRD (See Below)
 OM0324
 OM0324.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 OM0324
 OM0324.The geoid height was determined by GEOID03.
 OM0324
 OM0324;                    North         East    Units  Estimated Accuracy
 OM0324;SPC WI S     -   171,960.      642,940.      MT  (+/- 180 meters Scaled)
 OM0324
 OM0324                          SUPERSEDED SURVEY CONTROL
 OM0324
 OM0324  NGVD 29 (09/01/04)  247.49   (m)          812.0    (f) RESET       3  
 OM0324
 OM0324.Superseded values are not recommended for survey control.
 OM0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0324.See file dsdata.txt to determine how the superseded data were derived.
 OM0324
 OM0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP005244(NAD 83)
 OM0324_MARKER: DB = BENCH MARK DISK
 OM0324_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OM0324_SP_SET: CONCRETE FOUNDATION
 OM0324_STAMPING: B 84 RESET 1937
 OM0324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0324
 OM0324  HISTORY     - Date     Condition        Report By
 OM0324  HISTORY     - 1937     MONUMENTED       MPRR
 OM0324  HISTORY     - 1956     GOOD             NGS
 OM0324  HISTORY     - 1977     GOOD             ALSTER
 OM0324
 OM0324                          STATION DESCRIPTION
 OM0324
 OM0324'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 OM0152 ***********************************************************************
 OM0152  DESIGNATION -  B 85
 OM0152  PID         -  OM0152
 OM0152  STATE/COUNTY-  WI/DODGE
 OM0152  USGS QUAD   -  FOX LAKE (1980)
 OM0152
 OM0152                         *CURRENT SURVEY CONTROL
 OM0152  ___________________________________________________________________
 OM0152* NAD 83(1986)-  43 33 53.     (N)    088 54 36.     (W)     SCALED    
 OM0152* NAVD 88     -       277.646  (meters)     910.91   (feet)  ADJUSTED  
 OM0152  ___________________________________________________________________
 OM0152  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 OM0152  DYNAMIC HT  -         277.582 (meters)     910.70  (feet)  COMP
 OM0152  MODELED GRAV-     980,382.4   (mgal)                       NAVD 88
 OM0152
 OM0152  VERT ORDER  -  SECOND    CLASS 0
 OM0152
 OM0152.The horizontal coordinates were scaled from a topographic map and have
 OM0152.an estimated accuracy of +/- 6 seconds.
 OM0152
 OM0152.The orthometric height was determined by differential leveling
 OM0152.and adjusted by the National Geodetic Survey in June 1991..
 OM0152
 OM0152.The geoid height was determined by GEOID03.
 OM0152
 OM0152.The dynamic height is computed by dividing the NAVD 88
 OM0152.geopotential number by the normal gravity value computed on the
 OM0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0152.degrees latitude (g = 980.6199 gals.).
 OM0152
 OM0152.The modeled gravity was interpolated from observed gravity values.
 OM0152
 OM0152;                    North         East    Units  Estimated Accuracy
 OM0152;SPC WI S     -   174,400.      688,050.      MT  (+/- 180 meters Scaled)
 OM0152
 OM0152                          SUPERSEDED SURVEY CONTROL
 OM0152
 OM0152  NGVD 29 (??/??/92)  277.690  (m)          911.05   (f) ADJ UNCH    2 0
 OM0152
 OM0152.Superseded values are not recommended for survey control.
 OM0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0152.See file dsdata.txt to determine how the superseded data were derived.
 OM0152
 OM0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP457253(NAD 83)
 OM0152_MARKER: DB = BENCH MARK DISK
 OM0152_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OM0152_SP_SET: PEDESTAL
 OM0152_STAMPING: B-85 1934
 OM0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0152
 OM0152  HISTORY     - Date     Condition        Report By
 OM0152  HISTORY     - 1935     MONUMENTED       CGS
 OM0152  HISTORY     - 1943     GOOD             NGS
 OM0152  HISTORY     - 20030528 MARK NOT FOUND   WIDT
 OM0152
 OM0152                          STATION DESCRIPTION
 OM0152
 OM0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OM0152'AT FOX LAKE.
 OM0152'SET IN THE EAST CORNER OF THE SOUTHEAST CONCRETE PEDESTAL UNDER
 OM0152'THE SOUTHEAST LEG OF THE WATER TOWER, 2 FEET ABOVE THE GROUND.
 OM0152
 OM0152                          STATION RECOVERY (1943)
 OM0152
 OM0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 OM0152'RECOVERED IN GOOD CONDITION.
 OM0152
 OM0152                          STATION RECOVERY (2003)
 OM0152
 OM0152'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 OM0152'NEW WATER TOWER, ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0062 ***********************************************************************
 OM0062  DESIGNATION -  B 86
 OM0062  PID         -  OM0062
 OM0062  STATE/COUNTY-  WI/WASHINGTON
 OM0062  USGS QUAD   -  HARTFORD WEST (1976)
 OM0062
 OM0062                         *CURRENT SURVEY CONTROL
 OM0062  ___________________________________________________________________
 OM0062* NAD 83(1986)-  43 19 06.     (N)    088 22 38.     (W)     SCALED    
 OM0062* NAVD 88     -       302.408  (meters)     992.15   (feet)  ADJUSTED  
 OM0062  ___________________________________________________________________
 OM0062  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 OM0062  DYNAMIC HT  -         302.334 (meters)     991.91  (feet)  COMP
 OM0062  MODELED GRAV-     980,367.3   (mgal)                       NAVD 88
 OM0062
 OM0062  VERT ORDER  -  SECOND    CLASS 0
 OM0062
 OM0062.The horizontal coordinates were scaled from a topographic map and have
 OM0062.an estimated accuracy of +/- 6 seconds.
 OM0062
 OM0062.The orthometric height was determined by differential leveling
 OM0062.and adjusted by the National Geodetic Survey in June 1991..
 OM0062
 OM0062.The geoid height was determined by GEOID03.
 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     -   147,740.      731,620.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0062.See file dsdata.txt to determine how the superseded data were derived.
 OM0062
 OM0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN883970(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0062
 OM0062  HISTORY     - Date     Condition        Report By
 OM0062  HISTORY     - 1934     MONUMENTED       CGS
 OM0062  HISTORY     - 1943     GOOD             NGS
 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 NATIONAL 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 = OCTOBER  7, 2006
 OL0073 ***********************************************************************
 OL0073  DESIGNATION -  B 87
 OL0073  PID         -  OL0073
 OL0073  STATE/COUNTY-  WI/OZAUKEE
 OL0073  USGS QUAD   -  PORT WASHINGTON WEST (1994)
 OL0073
 OL0073                         *CURRENT SURVEY CONTROL
 OL0073  ___________________________________________________________________
 OL0073* NAD 83(1986)-  43 23 14.     (N)    087 52 32.     (W)     SCALED    
 OL0073* NAVD 88     -       186.188  (meters)     610.85   (feet)  ADJUSTED  
 OL0073  ___________________________________________________________________
 OL0073  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 OL0073  DYNAMIC HT  -         186.146 (meters)     610.71  (feet)  COMP
 OL0073  MODELED GRAV-     980,391.0   (mgal)                       NAVD 88
 OL0073
 OL0073  VERT ORDER  -  SECOND    CLASS 0
 OL0073
 OL0073.The horizontal coordinates were scaled from a topographic map and have
 OL0073.an estimated accuracy of +/- 6 seconds.
 OL0073
 OL0073.The orthometric height was determined by differential leveling
 OL0073.and adjusted by the National Geodetic Survey in June 1991..
 OL0073
 OL0073.The geoid height was determined by GEOID03.
 OL0073
 OL0073.The dynamic height is computed by dividing the NAVD 88
 OL0073.geopotential number by the normal gravity value computed on the
 OL0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0073.degrees latitude (g = 980.6199 gals.).
 OL0073
 OL0073.The modeled gravity was interpolated from observed gravity values.
 OL0073
 OL0073;                    North         East    Units  Estimated Accuracy
 OL0073;SPC WI S     -   156,300.      772,110.      MT  (+/- 180 meters Scaled)
 OL0073
 OL0073                          SUPERSEDED SURVEY CONTROL
 OL0073
 OL0073  NGVD 29 (??/??/92)  186.235  (m)          611.01   (f) ADJ UNCH    2 0
 OL0073
 OL0073.Superseded values are not recommended for survey control.
 OL0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0073.See file dsdata.txt to determine how the superseded data were derived.
 OL0073
 OL0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP290041(NAD 83)
 OL0073_MARKER: DB = BENCH MARK DISK
 OL0073_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OL0073_SP_SET: BRIDGE
 OL0073_STAMPING: B-87 1934
 OL0073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0073_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0073+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2001
 OL0073
 OL0073  HISTORY     - Date     Condition        Report By
 OL0073  HISTORY     - 1934     MONUMENTED       CGS
 OL0073  HISTORY     - 20011028 GOOD             USPSQD
 OL0073  HISTORY     - 20031122 MARK NOT FOUND   USPSQD
 OL0073
 OL0073                          STATION DESCRIPTION
 OL0073
 OL0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OL0073'AT PORT WASHINGTON.
 OL0073'AT PORT WASHINGTON ALONG GRAND AVENUE AT SAUK CREEK BRIDGE.
 OL0073'SET IN THE WEST CONCRETE RETAINING WALL ON SOUTH SIDE OF BRIDGE,
 OL0073'1 FOOT ABOVE STREET LEVEL.  40 FEET SOUTH OF CENTERLINE OF
 OL0073'STREET AND 12 FEET SOUTH OF SOUTH EDGE OF PEDESTRIAN WALK ON
 OL0073'BRIDGE.
 OL0073
 OL0073                          STATION RECOVERY (2001)
 OL0073
 OL0073'RECOVERY NOTE BY US POWER SQUADRON 2001
 OL0073'RECOVERED IN GOOD CONDITION.
 OL0073
 OL0073                          STATION RECOVERY (2003)
 OL0073
 OL0073'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OL0073'NOT FOUND.  MONUMENT HAS BEEN RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0074 ***********************************************************************
 OL0074  DESIGNATION -  B 87 RESET
 OL0074  PID         -  OL0074
 OL0074  STATE/COUNTY-  WI/OZAUKEE
 OL0074  USGS QUAD   -  PORT WASHINGTON WEST (1994)
 OL0074
 OL0074                         *CURRENT SURVEY CONTROL
 OL0074  ___________________________________________________________________
 OL0074* NAD 83(1986)-  43 23 13.     (N)    087 52 35.     (W)     SCALED    
 OL0074* NAVD 88     -       186.343  (meters)     611.36   (feet)  ADJUSTED  
 OL0074  ___________________________________________________________________
 OL0074  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 OL0074  DYNAMIC HT  -         186.301 (meters)     611.22  (feet)  COMP
 OL0074  MODELED GRAV-     980,391.0   (mgal)                       NAVD 88
 OL0074
 OL0074  VERT ORDER  -  FIRST     CLASS 0
 OL0074
 OL0074.The horizontal coordinates were scaled from a topographic map and have
 OL0074.an estimated accuracy of +/- 6 seconds.
 OL0074
 OL0074.The orthometric height was determined by differential leveling
 OL0074.and adjusted by the National Geodetic Survey in June 1991..
 OL0074
 OL0074.The geoid height was determined by GEOID03.
 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     -   156,270.      772,040.      MT  (+/- 180 meters Scaled)
 OL0074
 OL0074                          SUPERSEDED SURVEY CONTROL
 OL0074
 OL0074.No superseded survey control is available for this station.
 OL0074
 OL0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP290041(NAD 83)
 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 - November 22, 2003
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0223 ***********************************************************************
 OL0223  DESIGNATION -  B 88
 OL0223  PID         -  OL0223
 OL0223  STATE/COUNTY-  WI/SHEBOYGAN
 OL0223  USGS QUAD   -  SHEBOYGAN NORTH (1994)
 OL0223
 OL0223                         *CURRENT SURVEY CONTROL
 OL0223  ___________________________________________________________________
 OL0223* NAD 83(1986)-  43 49 15.     (N)    087 44 44.     (W)     SCALED    
 OL0223* NAVD 88     -       194.542  (meters)     638.26   (feet)  ADJUSTED  
 OL0223  ___________________________________________________________________
 OL0223  GEOID HEIGHT-         -35.85  (meters)                     GEOID03
 OL0223  DYNAMIC HT  -         194.506 (meters)     638.14  (feet)  COMP
 OL0223  MODELED GRAV-     980,431.2   (mgal)                       NAVD 88
 OL0223
 OL0223  VERT ORDER  -  SECOND    CLASS I
 OL0223
 OL0223.The horizontal coordinates were scaled from a topographic map and have
 OL0223.an estimated accuracy of +/- 6 seconds.
 OL0223
 OL0223.The orthometric height was determined by differential leveling
 OL0223.and adjusted by the National Geodetic Survey in May 2003..
 OL0223
 OL0223.The geoid height was determined by GEOID03.
 OL0223
 OL0223.The dynamic height is computed by dividing the NAVD 88
 OL0223.geopotential number by the normal gravity value computed on the
 OL0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0223.degrees latitude (g = 980.6199 gals.).
 OL0223
 OL0223.The modeled gravity was interpolated from observed gravity values.
 OL0223
 OL0223;                    North         East    Units  Estimated Accuracy
 OL0223;SPC WI S     -   204,730.      781,330.      MT  (+/- 180 meters Scaled)
 OL0223
 OL0223                          SUPERSEDED SURVEY CONTROL
 OL0223
 OL0223  NAVD 88 (06/15/91)  194.553  (m)          638.30   (f) UNKNOWN     1 0
 OL0223  NGVD 29 (??/??/92)  194.585  (m)          638.40   (f) ADJ UNCH    2 0
 OL0223
 OL0223.Superseded values are not recommended for survey control.
 OL0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0223.See file dsdata.txt to determine how the superseded data were derived.
 OL0223
 OL0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP400522(NAD 83)
 OL0223_MARKER: DB = BENCH MARK DISK
 OL0223_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OL0223_SP_SET: CULVERT
 OL0223_STAMPING: B 88 1934
 OL0223_MARK LOGO: CGS   
 OL0223_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OL0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0223+STABILITY: SURFACE MOTION
 OL0223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0223+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2003
 OL0223
 OL0223  HISTORY     - Date     Condition        Report By
 OL0223  HISTORY     - 1934     MONUMENTED       CGS
 OL0223  HISTORY     - 1972     GOOD             NGS
 OL0223  HISTORY     - 2001     GOOD             WIDT
 OL0223  HISTORY     - 20031207 GOOD             USPSQD
 OL0223
 OL0223                          STATION DESCRIPTION
 OL0223
 OL0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0223'1.9 MI S FROM HAVEN.
 OL0223'ABOUT 1.9 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN
 OL0223'RAILWAY FROM THE CROSSING OF COUNTY ROAD A AT HAVEN, 309 FEET
 OL0223'NORTH OF THE CENTER OF THE CROSSING OF GARTON ROAD, 9 FEET
 OL0223'EAST OF THE EAST RAIL, SET IN THE TOP OF THE SOUTH END OF THE
 OL0223'EAST STONE HEADWALL FOR A 4-BY-4 FOOT BOX CULVERT UNDER THE
 OL0223'TRACK AND 1.6 FEET NORTH OF THE SOUTH END OF THE HEADWALL.
 OL0223'SEC 28, T16N, R23E.
 OL0223
 OL0223                          STATION RECOVERY (2001)
 OL0223
 OL0223'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OL0223'THE STATION IS LOCATED ABOUT 10 KM SOUTH OF CLEVELAND AND 8 KM NORTH
 OL0223'OF SHEBOYGAN. OWNERSHIP--UNION PACIFIC RAILROAD. TO REACH THE STATION
 OL0223'FROM THE JUNCTION OF STATE HIGHWAY 32 WITH STATE HIGHWAY 42 ABOUT 13
 OL0223'KM NORTHWEST OF THE CITY OF SHEBOYGAN, GO SOUTHEAST ON STATE HIGHWAY
 OL0223'42 FOR 2.6 KM TO GARTON ROAD, TURN LEFT AND GO EAST ON GARTEN ROAD
 OL0223'FOR 2.9 KM TO DAIRYLAND ROAD, CONTINUE EAST ON GARTEN ROAD FOR 1.3 KM
 OL0223'TO THE RAILROAD TRACKS AND THE STATION ON THE LEFT. THE STATION IS A
 OL0223'BRONZE US COAST AND GEODETIC SURVEY BENCH MARK DISK, SET IN THE TOP
 OL0223'OF A STONE SLAB ON A CONCRETE BOX CULVERT AND ABOUT 1 M BELOW THE
 OL0223'RAILROAD TRACKS. THE STATION IS 3.5 M EAST OF THE CENTERLINE OF
 OL0223'RAILROAD TRACKS, 80.0 M NORTH OF THE CENTERLINE OF GARTON ROAD, 39.0
 OL0223'M SOUTHWEST OF POWER POLE --528--, 15.8 M NORTHWEST OF POWER POLE
 OL0223'--878-- AND 3.0 M SOUTH OF A WHITE PLASTIC WITNESS POST. THIS STATION
 OL0223'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THEN 15 DEGREES ABOVE
 OL0223'THE HORIZON EXCEPT FOR TREES TO THE EAST AND TREES TO THE SOUTHWEST.
 OL0223
 OL0223                          STATION RECOVERY (2003)
 OL0223
 OL0223'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OL0223'RECOVERED IN GOOD CONDITION.  NOTE-- THERE IS NO WITNESS POST PRESENT.
 OL0223' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0101 ***********************************************************************
 PM0101  DESIGNATION -  B 89
 PM0101  PID         -  PM0101
 PM0101  STATE/COUNTY-  WI/MANITOWOC
 PM0101  USGS QUAD   -  DENMARK (1978)
 PM0101
 PM0101                         *CURRENT SURVEY CONTROL
 PM0101  ___________________________________________________________________
 PM0101* NAD 83(1986)-  44 16 13.     (N)    087 47 47.     (W)     SCALED    
 PM0101* NAVD 88     -       252.060  (meters)     826.97   (feet)  ADJUSTED  
 PM0101  ___________________________________________________________________
 PM0101  GEOID HEIGHT-         -36.05  (meters)                     GEOID03
 PM0101  DYNAMIC HT  -         252.023 (meters)     826.85  (feet)  COMP
 PM0101  MODELED GRAV-     980,465.2   (mgal)                       NAVD 88
 PM0101
 PM0101  VERT ORDER  -  SECOND    CLASS I
 PM0101
 PM0101.The horizontal coordinates were scaled from a topographic map and have
 PM0101.an estimated accuracy of +/- 6 seconds.
 PM0101
 PM0101.The orthometric height was determined by differential leveling
 PM0101.and adjusted by the National Geodetic Survey in May 2003..
 PM0101
 PM0101.The geoid height was determined by GEOID03.
 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     -   254,540.      775,930.      MT  (+/- 180 meters Scaled)
 PM0101
 PM0101                          SUPERSEDED SURVEY CONTROL
 PM0101
 PM0101  NAVD 88 (06/15/91)  252.062  (m)          826.97   (f) UNKNOWN     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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0101.See file dsdata.txt to determine how the superseded data were derived.
 PM0101
 PM0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ364022(NAD 83)
 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 - June 19, 2003
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0040 ***********************************************************************
 PN0040  DESIGNATION -  B 9
 PN0040  PID         -  PN0040
 PN0040  STATE/COUNTY-  WI/OUTAGAMIE
 PN0040  USGS QUAD   -  SEYMOUR (1992)
 PN0040
 PN0040                         *CURRENT SURVEY CONTROL
 PN0040  ___________________________________________________________________
 PN0040* NAD 83(1986)-  44 30 44.     (N)    088 19 46.     (W)     SCALED    
 PN0040* NAVD 88     -       241.088  (meters)     790.97   (feet)  ADJUSTED  
 PN0040  ___________________________________________________________________
 PN0040  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PN0040  DYNAMIC HT  -         241.054 (meters)     790.86  (feet)  COMP
 PN0040  MODELED GRAV-     980,472.5   (mgal)                       NAVD 88
 PN0040
 PN0040  VERT ORDER  -  FIRST     CLASS II
 PN0040
 PN0040.The horizontal coordinates were scaled from a topographic map and have
 PN0040.an estimated accuracy of +/- 6 seconds.
 PN0040
 PN0040.The orthometric height was determined by differential leveling
 PN0040.and adjusted by the National Geodetic Survey in June 1991..
 PN0040
 PN0040.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0040.See file dsdata.txt to determine how the superseded data were derived.
 PN0040
 PN0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ943296(NAD 83)
 PN0040_MARKER: DB = BENCH MARK DISK
 PN0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0040+STABILITY: SURFACE MOTION
 PN0040
 PN0040  HISTORY     - Date     Condition        Report By
 PN0040  HISTORY     - UNK      MONUMENTED       CGS
 PN0040  HISTORY     - 1950     GOOD             NGS
 PN0040  HISTORY     - 1985     MARK NOT FOUND   NGS
 PN0040
 PN0040                          STATION DESCRIPTION
 PN0040
 PN0040'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 OM0586 ***********************************************************************
 OM0586  DESIGNATION -  B 90
 OM0586  PID         -  OM0586
 OM0586  STATE/COUNTY-  WI/SHEBOYGAN
 OM0586  USGS QUAD   -  ELKHART LAKE (1992)
 OM0586
 OM0586                         *CURRENT SURVEY CONTROL
 OM0586  ___________________________________________________________________
 OM0586* NAD 83(1986)-  43 46 23.     (N)    088 00 02.     (W)     SCALED    
 OM0586* NAVD 88     -       264.309  (meters)     867.15   (feet)  POSTED    
 OM0586  ___________________________________________________________________
 OM0586  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 OM0586  DYNAMIC HT  -         264.260 (meters)     866.99  (feet)  COMP
 OM0586  MODELED GRAV-     980,411.9   (mgal)                       NAVD 88
 OM0586
 OM0586  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 OM0586
 OM0586.The horizontal coordinates were scaled from a topographic 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.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 OM0586.rate of 2.1 thru 3.0 mm/km.
 OM0586
 OM0586.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0586.See file dsdata.txt to determine how the superseded data were derived.
 OM0586
 OM0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP194471(NAD 83)
 OM0586_MARKER: DB = BENCH MARK DISK
 OM0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0586_STAMPING: B-90 1934
 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 = OCTOBER  7, 2006
 OM0530 ***********************************************************************
 OM0530  DESIGNATION -  B 903
 OM0530  PID         -  OM0530
 OM0530  STATE/COUNTY-  WI/COLUMBIA
 OM0530  USGS QUAD   -  WISCONSIN DELLS NORTH (1975)
 OM0530
 OM0530                         *CURRENT SURVEY CONTROL
 OM0530  ___________________________________________________________________
 OM0530* NAD 83(1986)-  43 37 31.     (N)    089 46 18.     (W)     SCALED    
 OM0530* NAVD 88     -       276.025  (meters)     905.59   (feet)  ADJUSTED  
 OM0530  ___________________________________________________________________
 OM0530  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 OM0530  DYNAMIC HT  -         275.955 (meters)     905.36  (feet)  COMP
 OM0530  MODELED GRAV-     980,360.8   (mgal)                       NAVD 88
 OM0530
 OM0530  VERT ORDER  -  SECOND    CLASS 0
 OM0530
 OM0530.The horizontal coordinates were scaled from a topographic map and have
 OM0530.an estimated accuracy of +/- 6 seconds.
 OM0530
 OM0530.The orthometric height was determined by differential leveling
 OM0530.and adjusted by the National Geodetic Survey in June 1991..
 OM0530
 OM0530.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0530.See file dsdata.txt to determine how the superseded data were derived.
 OM0530
 OM0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP763339(NAD 83)
 OM0530_MARKER: DD = SURVEY DISK
 OM0530_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OM0530_SP_SET: WALL
 OM0530_STAMPING: B-903
 OM0530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0530
 OM0530  HISTORY     - Date     Condition        Report By
 OM0530  HISTORY     - UNK      MONUMENTED       USGS
 OM0530  HISTORY     - 1934     GOOD             NGS
 OM0530  HISTORY     - 1975     MARK NOT FOUND   USGS
 OM0530  HISTORY     - 19951004 MARK NOT FOUND   USPSQD
 OM0530
 OM0530                          STATION DESCRIPTION
 OM0530
 OM0530'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 OM0007 ***********************************************************************
 OM0007  DESIGNATION -  B 91
 OM0007  PID         -  OM0007
 OM0007  STATE/COUNTY-  WI/CALUMET
 OM0007  USGS QUAD   -  KIEL (1992)
 OM0007
 OM0007                         *CURRENT SURVEY CONTROL
 OM0007  ___________________________________________________________________
 OM0007* NAD 83(1986)-  43 55 58.     (N)    088 03 35.     (W)     SCALED    
 OM0007* NAVD 88     -       284.344  (meters)     932.89   (feet)  ADJUSTED  
 OM0007  ___________________________________________________________________
 OM0007  GEOID HEIGHT-         -35.85  (meters)                     GEOID03
 OM0007  DYNAMIC HT  -         284.288 (meters)     932.70  (feet)  COMP
 OM0007  MODELED GRAV-     980,412.7   (mgal)                       NAVD 88
 OM0007
 OM0007  VERT ORDER  -  SECOND    CLASS 0
 OM0007
 OM0007.The horizontal coordinates were scaled from a topographic map and have
 OM0007.an estimated accuracy of +/- 6 seconds.
 OM0007
 OM0007.The orthometric height was determined by differential leveling
 OM0007.and adjusted by the National Geodetic Survey in June 1991..
 OM0007
 OM0007.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0007.See file dsdata.txt to determine how the superseded data were derived.
 OM0007
 OM0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP149649(NAD 83)
 OM0007_MARKER: DB = BENCH MARK DISK
 OM0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0007_STAMPING: B-91 1934 932.846
 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 = OCTOBER  7, 2006
 PN0184 ***********************************************************************
 PN0184  DESIGNATION -  B 92
 PN0184  PID         -  PN0184
 PN0184  STATE/COUNTY-  WI/MANITOWOC
 PN0184  USGS QUAD   -  POTTER (1993)
 PN0184
 PN0184                         *CURRENT SURVEY CONTROL
 PN0184  ___________________________________________________________________
 PN0184* NAD 83(1986)-  44 05 45.     (N)    088 01 03.     (W)     SCALED    
 PN0184* NAVD 88     -       246.235  (meters)     807.86   (feet)  ADJUSTED  
 PN0184  ___________________________________________________________________
 PN0184  GEOID HEIGHT-         -36.00  (meters)                     GEOID03
 PN0184  DYNAMIC HT  -         246.191 (meters)     807.71  (feet)  COMP
 PN0184  MODELED GRAV-     980,434.9   (mgal)                       NAVD 88
 PN0184
 PN0184  VERT ORDER  -  SECOND    CLASS I
 PN0184
 PN0184.The horizontal coordinates were scaled from a topographic map and have
 PN0184.an estimated accuracy of +/- 6 seconds.
 PN0184
 PN0184.The orthometric height was determined by differential leveling
 PN0184.and adjusted by the National Geodetic Survey in May 2003..
 PN0184
 PN0184.The geoid height was determined by GEOID03.
 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     -   234,720.      758,740.      MT  (+/- 180 meters Scaled)
 PN0184
 PN0184                          SUPERSEDED SURVEY CONTROL
 PN0184
 PN0184  NAVD 88 (06/15/91)  246.213  (m)          807.78   (f) UNKNOWN     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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0184.See file dsdata.txt to determine how the superseded data were derived.
 PN0184
 PN0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP185830(NAD 83)
 PN0184_MARKER: DB = BENCH MARK DISK
 PN0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0184_SP_SET: 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 - June 19, 2003
 PN0184
 PN0184  HISTORY     - Date     Condition        Report By
 PN0184  HISTORY     - 1934     MONUMENTED       CGS
 PN0184  HISTORY     - 2001     SEE DESCRIPTION  WIDT
 PN0184  HISTORY     - 20030619 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0241 ***********************************************************************
 PN0241  DESIGNATION -  B 93 RESET
 PN0241  PID         -  PN0241
 PN0241  STATE/COUNTY-  WI/WAUPACA
 PN0241  USGS QUAD   -  HORTONVILLE (1975)
 PN0241
 PN0241                         *CURRENT SURVEY CONTROL
 PN0241  ___________________________________________________________________
 PN0241* NAD 83(1986)-  44 17 21.     (N)    088 44 18.     (W)     SCALED    
 PN0241* NAVD 88     -       259.11   (+/-2cm)     850.1    (feet)  VERTCON   
 PN0241  ___________________________________________________________________
 PN0241  GEOID HEIGHT-         -36.43  (meters)                     GEOID03
 PN0241
 PN0241  VERT ORDER  -  THIRD (See Below)
 PN0241
 PN0241.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 PN0241
 PN0241.The geoid height was determined by GEOID03.
 PN0241
 PN0241;                    North         East    Units  Estimated Accuracy
 PN0241;SPC WI C     -    51,430.      700,700.      MT  (+/- 180 meters Scaled)
 PN0241
 PN0241                          SUPERSEDED SURVEY CONTROL
 PN0241
 PN0241  NGVD 29 (09/01/04)  259.13   (m)          850.2    (f) RESET       3  
 PN0241
 PN0241.Superseded values are not recommended for survey control.
 PN0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0241.See file dsdata.txt to determine how the superseded data were derived.
 PN0241
 PN0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ613054(NAD 83)
 PN0241_MARKER: DB = BENCH MARK DISK
 PN0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0241_STAMPING: B 93 RESET 1965
 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 = OCTOBER  7, 2006
 OM0127 ***********************************************************************
 OM0127  DESIGNATION -  B 94
 OM0127  PID         -  OM0127
 OM0127  STATE/COUNTY-  WI/WINNEBAGO
 OM0127  USGS QUAD   -  PICKETT (1980)
 OM0127
 OM0127                         *CURRENT SURVEY CONTROL
 OM0127  ___________________________________________________________________
 OM0127* NAD 83(1986)-  43 57 52.     (N)    088 39 50.     (W)     SCALED    
 OM0127* NAVD 88     -       262.786  (meters)     862.16   (feet)  ADJUSTED  
 OM0127  ___________________________________________________________________
 OM0127  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 OM0127  DYNAMIC HT  -         262.732 (meters)     861.98  (feet)  COMP
 OM0127  MODELED GRAV-     980,408.2   (mgal)                       NAVD 88
 OM0127
 OM0127  VERT ORDER  -  SECOND    CLASS 0
 OM0127
 OM0127.The horizontal coordinates were scaled from a topographic map and have
 OM0127.an estimated accuracy of +/- 6 seconds.
 OM0127
 OM0127.The orthometric height was determined by differential leveling
 OM0127.and adjusted by the National Geodetic Survey in June 1991..
 OM0127
 OM0127.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0127.See file dsdata.txt to determine how the superseded data were derived.
 OM0127
 OM0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP665692(NAD 83)
 OM0127_MARKER: DB = BENCH MARK DISK
 OM0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0127_STAMPING: B 94 1934
 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 = OCTOBER  7, 2006
 OM0306 ***********************************************************************
 OM0306  DESIGNATION -  B 95
 OM0306  PID         -  OM0306
 OM0306  STATE/COUNTY-  WI/MARQUETTE
 OM0306  USGS QUAD   -  PRINCETON WEST (1984)
 OM0306
 OM0306                         *CURRENT SURVEY CONTROL
 OM0306  ___________________________________________________________________
 OM0306* NAD 83(1986)-  43 49 35.     (N)    089 14 19.     (W)     SCALED    
 OM0306* NAVD 88     -       237.102  (meters)     777.89   (feet)  ADJUSTED  
 OM0306  ___________________________________________________________________
 OM0306  GEOID HEIGHT-         -36.02  (meters)                     GEOID03
 OM0306  DYNAMIC HT  -         237.048 (meters)     777.72  (feet)  COMP
 OM0306  MODELED GRAV-     980,386.5   (mgal)                       NAVD 88
 OM0306
 OM0306  VERT ORDER  -  SECOND    CLASS 0
 OM0306
 OM0306.The horizontal coordinates were scaled from a topographic map and have
 OM0306.an estimated accuracy of +/- 6 seconds.
 OM0306
 OM0306.The orthometric height was determined by differential leveling
 OM0306.and adjusted by the National Geodetic Survey in June 1991..
 OM0306
 OM0306.The geoid height was determined by GEOID03.
 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     -   203,180.      661,240.      MT  (+/- 180 meters Scaled)
 OM0306
 OM0306                          SUPERSEDED SURVEY CONTROL
 OM0306
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0306.See file dsdata.txt to determine how the superseded data were derived.
 OM0306
 OM0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP199550(NAD 83)
 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 14, 2003
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0508 ***********************************************************************
 OM0508  DESIGNATION -  B 96
 OM0508  PID         -  OM0508
 OM0508  STATE/COUNTY-  WI/ADAMS
 OM0508  USGS QUAD   -  ADAMS (1983)
 OM0508
 OM0508                         *CURRENT SURVEY CONTROL
 OM0508  ___________________________________________________________________
 OM0508* NAD 83(1986)-  43 57 03.     (N)    089 49 04.     (W)     SCALED    
 OM0508* NAVD 88     -       293.885  (meters)     964.19   (feet)  ADJUSTED  
 OM0508  ___________________________________________________________________
 OM0508  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 OM0508  DYNAMIC HT  -         293.823 (meters)     963.98  (feet)  COMP
 OM0508  MODELED GRAV-     980,399.6   (mgal)                       NAVD 88
 OM0508
 OM0508  VERT ORDER  -  SECOND    CLASS 0
 OM0508
 OM0508.The horizontal coordinates were scaled from a topographic map and have
 OM0508.an estimated accuracy of +/- 6 seconds.
 OM0508
 OM0508.The orthometric height was determined by differential leveling
 OM0508.and adjusted by the National Geodetic Survey in June 1991..
 OM0508
 OM0508.The geoid height was determined by GEOID03.
 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     -   216,740.      614,630.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0508.See file dsdata.txt to determine how the superseded data were derived.
 OM0508
 OM0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP738702(NAD 83)
 OM0508_MARKER: DB = BENCH MARK DISK
 OM0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0508_SP_SET: 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             NGS
 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 NATIONAL 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 = OCTOBER  7, 2006
 PN0415 ***********************************************************************
 PN0415  DESIGNATION -  B 97
 PN0415  PID         -  PN0415
 PN0415  STATE/COUNTY-  WI/WAUSHARA
 PN0415  USGS QUAD   -  WAUTOMA NE (1983)
 PN0415
 PN0415                         *CURRENT SURVEY CONTROL
 PN0415  ___________________________________________________________________
 PN0415* NAD 83(1986)-  44 14 10.     (N)    089 20 34.     (W)     SCALED    
 PN0415* NAVD 88     -       358.891  (meters)    1177.46   (feet)  ADJUSTED  
 PN0415  ___________________________________________________________________
 PN0415  GEOID HEIGHT-         -36.10  (meters)                     GEOID03
 PN0415  DYNAMIC HT  -         358.816 (meters)    1177.22  (feet)  COMP
 PN0415  MODELED GRAV-     980,400.3   (mgal)                       NAVD 88
 PN0415
 PN0415  VERT ORDER  -  SECOND    CLASS 0
 PN0415
 PN0415.The horizontal coordinates were scaled from a topographic map and have
 PN0415.an estimated accuracy of +/- 6 seconds.
 PN0415
 PN0415.The orthometric height was determined by differential leveling
 PN0415.and adjusted by the National Geodetic Survey in June 1991..
 PN0415
 PN0415.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0415.See file dsdata.txt to determine how the superseded data were derived.
 PN0415
 PN0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ129007(NAD 83)
 PN0415_MARKER: DB = BENCH MARK DISK
 PN0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0415_STAMPING: B-97 1934
 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 = OCTOBER  7, 2006
 PN0461 ***********************************************************************
 PN0461  DESIGNATION -  B 98
 PN0461  PID         -  PN0461
 PN0461  STATE/COUNTY-  WI/WAUSHARA
 PN0461  USGS QUAD   -  SPRING LAKE (1961)
 PN0461
 PN0461                         *CURRENT SURVEY CONTROL
 PN0461  ___________________________________________________________________
 PN0461* NAD 83(1986)-  44 01 19.     (N)    089 09 11.     (W)     SCALED    
 PN0461* NAVD 88     -       252.877  (meters)     829.65   (feet)  ADJUSTED  
 PN0461  ___________________________________________________________________
 PN0461  GEOID HEIGHT-         -36.23  (meters)                     GEOID03
 PN0461  DYNAMIC HT  -         252.824 (meters)     829.47  (feet)  COMP
 PN0461  MODELED GRAV-     980,403.0   (mgal)                       NAVD 88
 PN0461
 PN0461  VERT ORDER  -  SECOND    CLASS 0
 PN0461
 PN0461.The horizontal coordinates were scaled from a topographic map and have
 PN0461.an estimated accuracy of +/- 6 seconds.
 PN0461
 PN0461.The orthometric height was determined by differential leveling
 PN0461.and adjusted by the National Geodetic Survey in June 1991..
 PN0461
 PN0461.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0461.See file dsdata.txt to determine how the superseded data were derived.
 PN0461
 PN0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP274765(NAD 83)
 PN0461_MARKER: DB = BENCH MARK DISK
 PN0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0461_STAMPING: B-98 1934
 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 = OCTOBER  7, 2006
 PN0523 ***********************************************************************
 PN0523  DESIGNATION -  B 99
 PN0523  PID         -  PN0523
 PN0523  STATE/COUNTY-  WI/WAUSHARA
 PN0523  USGS QUAD   -  HANCOCK (1984)
 PN0523
 PN0523                         *CURRENT SURVEY CONTROL
 PN0523  ___________________________________________________________________
 PN0523* NAD 83(1986)-  44 10 06.     (N)    089 30 42.     (W)     SCALED    
 PN0523* NAVD 88     -       340.672  (meters)    1117.69   (feet)  ADJUSTED  
 PN0523  ___________________________________________________________________
 PN0523  GEOID HEIGHT-         -35.94  (meters)                     GEOID03
 PN0523  DYNAMIC HT  -         340.597 (meters)    1117.44  (feet)  COMP
 PN0523  MODELED GRAV-     980,387.7   (mgal)                       NAVD 88
 PN0523
 PN0523  VERT ORDER  -  SECOND    CLASS 0
 PN0523
 PN0523.The horizontal coordinates were scaled from a topographic map and have
 PN0523.an estimated accuracy of +/- 6 seconds.
 PN0523
 PN0523.The orthometric height was determined by differential leveling
 PN0523.and adjusted by the National Geodetic Survey in June 1991..
 PN0523
 PN0523.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0523.See file dsdata.txt to determine how the superseded data were derived.
 PN0523
 PN0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP991936(NAD 83)
 PN0523_MARKER: DB = BENCH MARK DISK
 PN0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0523_STAMPING: B-99 1934
 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 = OCTOBER  7, 2006
 AA4608 ***********************************************************************
 AA4608  SACS        -  This is a Secondary Airport Control Station.
 AA4608  DESIGNATION -  B3 MKE 1976
 AA4608  PID         -  AA4608
 AA4608  STATE/COUNTY-  WI/MILWAUKEE
 AA4608  USGS QUAD   -  GREENDALE (1976)
 AA4608
 AA4608                         *CURRENT SURVEY CONTROL
 AA4608  ___________________________________________________________________
 AA4608* NAD 83(1997)-  42 55 55.49931(N)    087 53 54.06106(W)     ADJUSTED  
 AA4608* NAVD 88     -       213.06   (meters)     699.0    (feet)  GPS OBS   
 AA4608  ___________________________________________________________________
 AA4608  X           -     171,525.492 (meters)                     COMP
 AA4608  Y           -  -4,674,079.940 (meters)                     COMP
 AA4608  Z           -   4,322,101.938 (meters)                     COMP
 AA4608  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 AA4608  ELLIP HEIGHT-         178.10  (meters)          (05/03/99) GPS OBS
 AA4608  GEOID HEIGHT-         -34.96  (meters)                     GEOID03
 AA4608
 AA4608  HORZ ORDER  -  FIRST
 AA4608  ELLP ORDER  -  FOURTH    CLASS I
 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 May 1999..
 AA4608.No horizontal observational check was made to the station.
 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 NAVD 88 network.
 AA4608
 AA4608.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4608
 AA4608.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4608
 AA4608.The ellipsoidal height was determined by GPS observations
 AA4608.and is referenced to NAD 83.
 AA4608
 AA4608.The geoid height was determined by GEOID03.
 AA4608
 AA4608;                    North         East     Units Scale Factor Converg.
 AA4608;SPC WI S     -   105,707.541   771,535.161   MT  0.99996586   +1 26 38.6
 AA4608;SPC WI S     -   346,808.82  2,531,278.27   sFT  0.99996586   +1 26 38.6
 AA4608;UTM  16      - 4,753,664.233   426,696.130   MT  0.99966610   -0 36 42.9
 AA4608
 AA4608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4608!SPC WI S     -   0.99997207  x   0.99996586  =   0.99993793
 AA4608!UTM  16      -   0.99997207  x   0.99966610  =   0.99963818
 AA4608
 AA4608                          SUPERSEDED SURVEY CONTROL
 AA4608
 AA4608  NAD 83(1991)-  42 55 55.49863(N)    087 53 54.05851(W) AD(       ) 1
 AA4608  ELLIP H (09/30/94)  178.20   (m)                       GP(       ) 4 2
 AA4608  NGVD 29 (09/30/94)  213.15   (m)          699.3    (f) LEVELING    3  
 AA4608
 AA4608.Superseded values are not recommended for survey control.
 AA4608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4608.See file dsdata.txt to determine how the superseded data were derived.
 AA4608
 AA4608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2669653664(NAD 83)
 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 = OCTOBER  7, 2006
 PO0087 ***********************************************************************
 PO0087  DESIGNATION -  BABCOCK
 PO0087  PID         -  PO0087
 PO0087  STATE/COUNTY-  WI/WOOD
 PO0087  USGS QUAD   -  BABCOCK (1984)
 PO0087
 PO0087                         *CURRENT SURVEY CONTROL
 PO0087  ___________________________________________________________________
 PO0087* NAD 83(1991)-  44 18 05.77271(N)    090 06 34.05101(W)     ADJUSTED  
 PO0087* NAVD 88     -       297.268  (meters)     975.29   (feet)  ADJUSTED  
 PO0087  ___________________________________________________________________
 PO0087  LAPLACE CORR-          -4.31  (seconds)                    DEFLEC99
 PO0087  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 PO0087  DYNAMIC HT  -         297.214 (meters)     975.11  (feet)  COMP
 PO0087  MODELED GRAV-     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
 PO0087.and adjusted by the National Geodetic Survey in June 1991..
 PO0087
 PO0087.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0087
 PO0087.The geoid height was determined by GEOID03.
 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;                    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     -   0.99995883  x   0.99999064  =   0.99994947
 PO0087!SPC WI S     -   0.99995883  x   1.00005621  =   1.00001504
 PO0087!UTM  15      -   0.99995883  x   1.00025387  =   1.00021269
 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
 PO0087.Superseded values are not recommended for survey control.
 PO0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0087.See file dsdata.txt to determine how the superseded data were derived.
 PO0087
 PO0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK3057209436(NAD 83)
 PO0087_MARKER: DE = TRAVERSE STATION DISK
 PO0087_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PO0087_SP_SET: PLATFORM
 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             NGS
 PO0087  HISTORY     - 1935     GOOD             NGS
 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 NATIONAL 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 NATIONAL 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 = OCTOBER  7, 2006
 PO0501 ***********************************************************************
 PO0501  DESIGNATION -  BABCOCK 2
 PO0501  PID         -  PO0501
 PO0501  STATE/COUNTY-  WI/WOOD
 PO0501  USGS QUAD   -  BABCOCK (1984)
 PO0501
 PO0501                         *CURRENT SURVEY CONTROL
 PO0501  ___________________________________________________________________
 PO0501* NAD 83(1991)-  44 18 06.02652(N)    090 06 35.57782(W)     ADJUSTED  
 PO0501* NAVD 88     -       296.976  (meters)     974.33   (feet)  ADJUSTED  
 PO0501  ___________________________________________________________________
 PO0501  LAPLACE CORR-          -4.31  (seconds)                    DEFLEC99
 PO0501  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 PO0501  DYNAMIC HT  -         296.922 (meters)     974.15  (feet)  COMP
 PO0501  MODELED GRAV-     980,428.1   (mgal)                       NAVD 88
 PO0501
 PO0501  HORZ ORDER  -  SECOND
 PO0501  VERT ORDER  -  FIRST     CLASS II
 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
 PO0501.and adjusted by the National Geodetic Survey in June 1991..
 PO0501
 PO0501.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0501
 PO0501.The geoid height was determined by GEOID03.
 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;                    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     -   0.99995888  x   0.99999063  =   0.99994951
 PO0501!UTM  15      -   0.99995888  x   1.00025367  =   1.00021254
 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  NGVD 29 (07/19/86)  297.00   (m)          974.4    (f) LEVELING    3  
 PO0501
 PO0501.Superseded values are not recommended for survey control.
 PO0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0501.See file dsdata.txt to determine how the superseded data were derived.
 PO0501
 PO0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK3053809443(NAD 83)
 PO0501_MARKER: DS = TRIANGULATION STATION DISK
 PO0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0501_SP_SET: CONCRETE POST
 PO0501_STAMPING: BABCOCK 2 1981
 PO0501_MARK LOGO: NGS   
 PO0501_PROJECTION: FLUSH
 PO0501_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PO0501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PO0501_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PO0501+SATELLITE: SATELLITE OBSERVATIONS - 2004
 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
 PO0501                          STATION DESCRIPTION
 PO0501
 PO0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 PO0501'THE STATION IS LOCATED IN THE TOWN OF BABCOCK,
 PO0501'IN THE NW1/4,S14,T21N,R3E OF FINLEY TOWNSHIP.
 PO0501'OWNERSHIP--TOWN OF BABCOCK, MR. CAL BEISE,
 PO0501'TOWN CHAIRMAN, BABCOCK, WI, TELEPHONE 715-884-2238.
 PO0501'
 PO0501'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL COMMUNITY
 PO0501'OF BABCOCK, GO SOUTH ON STATE HIGHWAY 173 AND 80 FOR 0.1 KM
 PO0501'(0.05 MI) TO BABCOCK PARK. CONTINUE SOUTH ON A GRAVEL STREET FOR
 PO0501'0.1 KM (0.05 MI) TO THE STATION ON THE LEFT.
 PO0501'
 PO0501'THE STATION IS A STANDARD NGS DISK
 PO0501'STAMPED---BABCOCK 2 1981---,
 PO0501'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PO0501'RECESSED 2 CM BELOW THE GROUND.  IT IS LOCATED
 PO0501'36.88 METERS (121.0 FT) SOUTH FROM THE CENTER OF JUNEAU AVENUE,
 PO0501'17.07 METERS (56.0 FT) NORTH FROM THE NORTH RAIL OF
 PO0501'THE MAIN RAILROAD TRACKS AND
 PO0501'4.0 METERS (13.1 FT) SOUTHWEST FROM A 12-INCH PINE TREE.
 PO0501'THE UNDERGROUND MARK IS A STANDARD NGS REFERENCE MARK DISK
 PO0501'STAMPED---BABCOCK 1926 NO 3 1981---,
 PO0501'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 PO0501'
 PO0501'REFERENCE MARK NUMBER 01 IS A STANDARD CGS DISK
 PO0501'STAMPED---BABCOCK NO 1 1926---,
 PO0501'CEMENTED IN A DRILLED HOLE IN A CONCRETE SLAB OF 1.0 METERS
 PO0501'LARGEST DEMENSION. IT IS LOCATED
 PO0501'13.6 METERS (44.6 FT) SOUTH FROM A 12-INCH PINE TREE AND
 PO0501'5.7 METERS (18.7 FT) NORTH FROM THE NORTH RAIL OF THE MAIN
 PO0501'RAILROAD TRACK.
 PO0501'MARK IS ABOVE STATION 0.3 METERS.
 PO0501'
 PO0501'REFERENCE MARK NUMBER 02 IS A STANDARD CGS BENCH MARK DISK
 PO0501'STAMPED---K9 1930 975.333 FEET---,
 PO0501'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 28 CM ON A SIDE
 PO0501'FLUSH WITH GROUND.  IT IS LOCATED
 PO0501'11.5 METERS (37.7 FT) NORTH FROM THE NORTH RAIL,
 PO0501'11.45 METERS (37.6 FT) EAST FROM A 12-INCH PINE TREE AND
 PO0501'9.2 METERS (30.2 FT) SOUTHWEST FROM A 30-INCH OAK TREE.
 PO0501'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.
 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.
 PO0501'THE MARK IS 8.1 METERS  N FROM  A WITNESS POST AND FENCE
 PO0501'THE MARK IS ABOVE 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0049 ***********************************************************************
 QM0049  DESIGNATION -  BABE
 QM0049  PID         -  QM0049
 QM0049  STATE/COUNTY-  WI/OCONTO
 QM0049  USGS QUAD   -  MOUNTAIN (1973)
 QM0049
 QM0049                         *CURRENT SURVEY CONTROL
 QM0049  ___________________________________________________________________
 QM0049* NAD 83(1991)-  45 08 44.02073(N)    088 28 19.48670(W)     ADJUSTED  
 QM0049* NAVD 88     -       279.654  (meters)     917.50   (feet)  ADJUSTED  
 QM0049  ___________________________________________________________________
 QM0049  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 QM0049  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 QM0049  DYNAMIC HT  -         279.625 (meters)     917.40  (feet)  COMP
 QM0049  MODELED GRAV-     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
 QM0049.and adjusted by the National Geodetic Survey in June 1991..
 QM0049
 QM0049.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0049
 QM0049.The geoid height was determined by GEOID03.
 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;                    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     -   0.99996176  x   0.99995174  =   0.99991350
 QM0049!UTM  16      -   0.99996176  x   0.99976468  =   0.99972645
 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|---------------------------------------------------------------------|
 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  NGVD 29 (??/??/92)  279.657  (m)          917.51   (f) ADJ UNCH    1 2
 QM0049
 QM0049.Superseded values are not recommended for survey control.
 QM0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0049.See file dsdata.txt to determine how the superseded data were derived.
 QM0049
 QM0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8427200175(NAD 83)
 QM0049_MARKER: DS = TRIANGULATION STATION DISK
 QM0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0049
 QM0049  HISTORY     - Date     Condition        Report By
 QM0049  HISTORY     - 1921     MONUMENTED       CGS
 QM0049  HISTORY     - 1922     GOOD             NGS
 QM0049  HISTORY     - 1928     GOOD             CGS
 QM0049  HISTORY     - 1934     GOOD             NGS
 QM0049  HISTORY     - 1985     MARK NOT FOUND   NGS
 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 NATIONAL 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0168 ***********************************************************************
 PN0168  DESIGNATION -  BABE
 PN0168  PID         -  PN0168
 PN0168  STATE/COUNTY-  WI/OUTAGAMIE
 PN0168  USGS QUAD   -  BLACK CREEK (1992)
 PN0168
 PN0168                         *CURRENT SURVEY CONTROL
 PN0168  ___________________________________________________________________
 PN0168* NAD 83(1991)-  44 29 09.05126(N)    088 24 54.84906(W)     ADJUSTED  
 PN0168* NAVD 88     -       241.942  (meters)     793.77   (feet)  ADJUSTED  
 PN0168  ___________________________________________________________________
 PN0168  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 PN0168  GEOID HEIGHT-         -36.23  (meters)                     GEOID03
 PN0168  DYNAMIC HT  -         241.908 (meters)     793.66  (feet)  COMP
 PN0168  MODELED GRAV-     980,469.2   (mgal)                       NAVD 88
 PN0168
 PN0168  HORZ ORDER  -  FIRST
 PN0168  VERT ORDER  -  FIRST     CLASS II
 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
 PN0168.and adjusted by the National Geodetic Survey in June 1991..
 PN0168.WARNING-Repeat measurements at this control monument indicate possible
 PN0168.vertical movement.
 PN0168
 PN0168.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0168
 PN0168.The geoid height was determined by GEOID03.
 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;                    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  =   0.99993152
 PN0168!UTM  16      -   0.99996775  x   0.99975574  =   0.99972349
 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  NGVD 29 (??/??/92)  241.978  (m)          793.89   (f) ADJ UNCH    1 2
 PN0168
 PN0168.Superseded values are not recommended for survey control.
 PN0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0168.See file dsdata.txt to determine how the superseded data were derived.
 PN0168
 PN0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8746426811(NAD 83)
 PN0168_MARKER: DE = TRAVERSE STATION DISK
 PN0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0168_SP_SET: 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 - July 26, 2005
 PN0168
 PN0168  HISTORY     - Date     Condition        Report By
 PN0168  HISTORY     - 1926     MONUMENTED       CGS
 PN0168  HISTORY     - 1930     SEE DESCRIPTION  CGS
 PN0168  HISTORY     - 1930     GOOD             NGS
 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
 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0740 ***********************************************************************
 ON0740  DESIGNATION -  BACON
 ON0740  PID         -  ON0740
 ON0740  STATE/COUNTY-  WI/LA CROSSE
 ON0740  USGS QUAD   -  WEST SALEM (1993)
 ON0740
 ON0740                         *CURRENT SURVEY CONTROL
 ON0740  ___________________________________________________________________
 ON0740* NAD 83(1991)-  43 53 29.80484(N)    091 00 34.67524(W)     ADJUSTED  
 ON0740* NAVD 88     -       230.65   (+/-2cm)     756.7    (feet)  VERTCON   
 ON0740  ___________________________________________________________________
 ON0740  LAPLACE CORR-          -7.29  (seconds)                    DEFLEC99
 ON0740  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 ON0740
 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.The vertical order pertains to the NGVD 29 superseded value.
 ON0740
 ON0740.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0740
 ON0740.The geoid height was determined by GEOID03.
 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     -   0.99996892  x   0.99996914  =   0.99993806
 ON0740!UTM  15      -   0.99996892  x   0.99991435  =   0.99988327
 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|---------------------------------------------------------------------|
 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 (07/19/86)  230.66   (m)          756.8    (f) LEVELING    3  
 ON0740
 ON0740.Superseded values are not recommended for survey control.
 ON0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0740.See file dsdata.txt to determine how the superseded data were derived.
 ON0740
 ON0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ5986761760(NAD 83)
 ON0740_MARKER: DS = TRIANGULATION STATION DISK
 ON0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0740_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 NH1307 ***********************************************************************
 NH1307  DESIGNATION -  BAD
 NH1307  PID         -  NH1307
 NH1307  STATE/COUNTY-  WI/DANE
 NH1307  USGS QUAD   -  COOKSVILLE (1976)
 NH1307
 NH1307                         *CURRENT SURVEY CONTROL
 NH1307  ___________________________________________________________________
 NH1307* NAD 83(1991)-  42 51 43.07762(N)    089 14 18.17955(W)     ADJUSTED  
 NH1307* NAVD 88     -       284.7    (meters)     934.     (feet)  VERTCON   
 NH1307  ___________________________________________________________________
 NH1307  X           -      62,242.416 (meters)                     COMP
 NH1307  Y           -  -4,682,167.889 (meters)                     COMP
 NH1307  Z           -   4,316,444.845 (meters)                     COMP
 NH1307  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 NH1307  ELLIP HEIGHT-         250.70  (meters)          (10/21/99) GPS OBS
 NH1307  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 NH1307
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1307
 NH1307.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1307
 NH1307.The ellipsoidal height was determined by GPS observations
 NH1307.and is referenced to NAD 83.
 NH1307
 NH1307.The geoid height was determined by GEOID03.
 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  =   0.99997205
 NH1307
 NH1307:                Primary Azimuth Mark                     Grid Az
 NH1307:SPC WI S     -  STOUGHTON MUNICIPAL TANK                 014 55 52.8
 NH1307:UTM  16      -  STOUGHTON MUNICIPAL TANK                 016 58 39.7
 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)          934.     (f) GPS OBS        
 NH1307
 NH1307.Superseded values are not recommended for survey control.
 NH1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1307.See file dsdata.txt to determine how the superseded data were derived.
 NH1307
 NH1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1714247917(NAD 83)
 NH1307_MARKER: DS = TRIANGULATION STATION DISK
 NH1307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1307_SP_SET: SQUARE CONCRETE MONUMENT
 NH1307_STAMPING: BAD 1957
 NH1307_MARK LOGO: CGS   
 NH1307_MAGNETIC: N = NO MAGNETIC MATERIAL
 NH1307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = OCTOBER  7, 2006
 AF9967 ***********************************************************************
 AF9967  DESIGNATION -  BAD RIVER GPS
 AF9967  PID         -  AF9967
 AF9967  STATE/COUNTY-  WI/ASHLAND
 AF9967  USGS QUAD   -  MORSE (1984)
 AF9967
 AF9967                         *CURRENT SURVEY CONTROL
 AF9967  ___________________________________________________________________
 AF9967* NAD 83(1997)-  46 14 10.37993(N)    090 40 12.39628(W)     ADJUSTED  
 AF9967* NAVD 88     -       450.9    (meters)    1479.     (feet)  GPS OBS   
 AF9967  ___________________________________________________________________
 AF9967  X           -     -51,689.824 (meters)                     COMP
 AF9967  Y           -  -4,419,383.918 (meters)                     COMP
 AF9967  Z           -   4,583,751.431 (meters)                     COMP
 AF9967  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 AF9967  ELLIP HEIGHT-         420.51  (meters)          (12/26/02) GPS OBS
 AF9967  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 AF9967
 AF9967  HORZ ORDER  -  FIRST
 AF9967  ELLP ORDER  -  THIRD     CLASS II
 AF9967
 AF9967.The horizontal coordinates were established by GPS observations
 AF9967.and adjusted by the National Geodetic Survey in December 2002..
 AF9967
 AF9967.The orthometric height was determined by GPS observations and a
 AF9967.high-resolution geoid model.
 AF9967
 AF9967.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9967
 AF9967.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9967
 AF9967.The ellipsoidal height was determined by GPS observations
 AF9967.and is referenced to NAD 83.
 AF9967
 AF9967.The geoid height was determined by GEOID03.
 AF9967
 AF9967;                    North         East     Units Scale Factor Converg.
 AF9967;SPC WI N     -   119,092.801   548,315.801   MT  0.99994606   -0 29 00.2
 AF9967;SPC WI N     -   390,723.63  1,798,932.76   sFT  0.99994606   -0 29 00.2
 AF9967;UTM  15      - 5,122,931.804   679,637.442   MT  0.99999669   +1 40 59.1
 AF9967
 AF9967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9967!SPC WI N     -   0.99993408  x   0.99994606  =   0.99988015
 AF9967!UTM  15      -   0.99993408  x   0.99999669  =   0.99993077
 AF9967
 AF9967                          SUPERSEDED SURVEY CONTROL
 AF9967
 AF9967  NAD 83(1991)-  46 14 10.37963(N)    090 40 12.39512(W) AD(       ) 1
 AF9967  ELLIP H (04/30/98)  420.52   (m)                       GP(       ) 3 2
 AF9967
 AF9967.Superseded values are not recommended for survey control.
 AF9967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9967.See file dsdata.txt to determine how the superseded data were derived.
 AF9967
 AF9967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM7963722932(NAD 83)
 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 = OCTOBER  7, 2006
 OM1179 ***********************************************************************
 OM1179  CBN         -  This is a Cooperative Base Network Control Station.
 OM1179  DESIGNATION -  BADGER
 OM1179  PID         -  OM1179
 OM1179  STATE/COUNTY-  WI/SAUK
 OM1179  USGS QUAD   -  SAUK PRAIRIE (1975)
 OM1179
 OM1179                         *CURRENT SURVEY CONTROL
 OM1179  ___________________________________________________________________
 OM1179* NAD 83(1997)-  43 19 58.33091(N)    089 45 33.14298(W)     ADJUSTED  
 OM1179* NAVD 88     -       257.5    (meters)     845.     (feet)  GPS OBS   
 OM1179  ___________________________________________________________________
 OM1179  X           -      19,528.845 (meters)                     COMP
 OM1179  Y           -  -4,646,775.201 (meters)                     COMP
 OM1179  Z           -   4,354,626.977 (meters)                     COMP
 OM1179  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 OM1179  ELLIP HEIGHT-         222.69  (meters)          (04/28/99) GPS OBS
 OM1179  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 OM1179
 OM1179  HORZ ORDER  -  A
 OM1179  ELLP ORDER  -  THIRD     CLASS I
 OM1179
 OM1179.The horizontal coordinates were established by GPS observations
 OM1179.and adjusted by the National Geodetic Survey in April 1999..
 OM1179
 OM1179.The orthometric height was determined by GPS observations and a
 OM1179.high-resolution geoid model.
 OM1179
 OM1179.Photographs are available 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 DEFLEC99 derived deflections.
 OM1179
 OM1179.The ellipsoidal height was determined by GPS observations
 OM1179.and is referenced to NAD 83.
 OM1179
 OM1179.The geoid height was determined by GEOID03.
 OM1179
 OM1179;                    North         East     Units Scale Factor Converg.
 OM1179;SPC WI S     -   148,097.067   619,526.891   MT  0.99993326   +0 09 55.6
 OM1179;SPC WI S     -   485,881.79  2,032,564.47   sFT  0.99993326   +0 09 55.6
 OM1179;UTM  16      - 4,801,478.064   276,314.319   MT  1.00021553   -1 53 39.3
 OM1179
 OM1179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1179!SPC WI S     -   0.99996508  x   0.99993326  =   0.99989834
 OM1179!UTM  16      -   0.99996508  x   1.00021553  =   1.00018060
 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(1991)-  43 19 58.33054(N)    089 45 33.14277(W) AD(       ) B
 OM1179  ELLIP H (06/11/91)  222.83   (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  NGVD 29 (05/19/94)  257.4    (m)          844.     (f) GPS OBS        
 OM1179
 OM1179.Superseded values are not recommended for survey control.
 OM1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1179.See file dsdata.txt to determine how the superseded data were derived.
 OM1179
 OM1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7631401478(NAD 83)
 OM1179_MARKER: DS = TRIANGULATION STATION DISK
 OM1179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1179_SP_SET: CONCRETE POST
 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 - December 28, 2005
 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
 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'
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1088 ***********************************************************************
 PN1088  DESIGNATION -  BADGER
 PN1088  PID         -  PN1088
 PN1088  STATE/COUNTY-  WI/PORTAGE
 PN1088  USGS QUAD   -  ARNOTT (1969)
 PN1088
 PN1088                         *CURRENT SURVEY CONTROL
 PN1088  ___________________________________________________________________
 PN1088* NAD 83(1991)-  44 27 29.63995(N)    089 25 51.94739(W)     ADJUSTED  
 PN1088* NAVD 88     -       361.     (meters)    1184.     (feet)  SCALED    
 PN1088  ___________________________________________________________________
 PN1088  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 PN1088  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 PN1088
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1088
 PN1088.The geoid height was determined by GEOID03.
 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     -   0.99994903  x   0.99996715  =   0.99991618
 PN1088!UTM  16      -   0.99994903  x   1.00006003  =   1.00000906
 PN1088
 PN1088:                Primary Azimuth Mark                     Grid Az
 PN1088:SPC WI C     -  BANK 1926                                080 38 50.7
 PN1088:UTM  16      -  BANK 1926                                082 45 07.5
 PN1088
 PN1088|---------------------------------------------------------------------|
 PN1088| PID    Reference Object                     Distance      Geod. Az  |
 PN1088|                                                           dddmmss.s |
 PN1088| PN1089 BANK 1926                           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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1088.See file dsdata.txt to determine how the superseded data were derived.
 PN1088
 PN1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ0659425645(NAD 83)
 PN1088_MARKER: DS = TRIANGULATION STATION DISK
 PN1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 AB8527 ***********************************************************************
 AB8527  DESIGNATION -  BADGER
 AB8527  PID         -  AB8527
 AB8527  STATE/COUNTY-  WI/BURNETT
 AB8527  USGS QUAD   -  SCOVILS LAKE (1983)
 AB8527
 AB8527                         *CURRENT SURVEY CONTROL
 AB8527  ___________________________________________________________________
 AB8527* NAD 83(1997)-  46 09 25.14877(N)    092 06 20.56971(W)     ADJUSTED  
 AB8527* NAVD 88     -       317.9    (meters)    1043.     (feet)  GPS OBS   
 AB8527  ___________________________________________________________________
 AB8527  X           -    -162,624.425 (meters)                     COMP
 AB8527  Y           -  -4,422,964.639 (meters)                     COMP
 AB8527  Z           -   4,577,561.911 (meters)                     COMP
 AB8527  LAPLACE CORR-          -4.14  (seconds)                    DEFLEC99
 AB8527  ELLIP HEIGHT-         291.44  (meters)          (01/30/03) GPS OBS
 AB8527  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AB8527
 AB8527  HORZ ORDER  -  FIRST
 AB8527  ELLP ORDER  -  FOURTH    CLASS I
 AB8527
 AB8527.The horizontal coordinates were established by GPS observations
 AB8527.and adjusted by the National Geodetic Survey in January 2003..
 AB8527
 AB8527.The orthometric height was determined by GPS observations and a
 AB8527.high-resolution geoid model.
 AB8527
 AB8527.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8527
 AB8527.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8527
 AB8527.The ellipsoidal height was determined by GPS observations
 AB8527.and is referenced to NAD 83.
 AB8527
 AB8527.The geoid height was determined by GEOID03.
 AB8527
 AB8527;                    North         East     Units Scale Factor Converg.
 AB8527;SPC WI N     -   112,224.188   437,374.319   MT  0.99994536   -1 31 08.4
 AB8527;SPC WI N     -   368,188.86  1,434,952.24   sFT  0.99994536   -1 31 08.4
 AB8527;UTM  15      - 5,111,878.604   569,050.444   MT  0.99965861   +0 38 42.1
 AB8527
 AB8527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8527!SPC WI N     -   0.99995431  x   0.99994536  =   0.99989968
 AB8527!UTM  15      -   0.99995431  x   0.99965861  =   0.99961294
 AB8527
 AB8527                          SUPERSEDED SURVEY CONTROL
 AB8527
 AB8527  NAD 83(1991)-  46 09 25.14858(N)    092 06 20.56709(W) AD(       ) 1
 AB8527  ELLIP H (12/09/96)  291.47   (m)                       GP(       ) 4 1
 AB8527
 AB8527.Superseded values are not recommended for survey control.
 AB8527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8527.See file dsdata.txt to determine how the superseded data were derived.
 AB8527
 AB8527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6905011879(NAD 83)
 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 = OCTOBER  7, 2006
 PN0884 ***********************************************************************
 PN0884  DESIGNATION -  BAG 1926
 PN0884  PID         -  PN0884
 PN0884  STATE/COUNTY-  WI/OUTAGAMIE
 PN0884  USGS QUAD   -  SEYMOUR (1992)
 PN0884
 PN0884                         *CURRENT SURVEY CONTROL
 PN0884  ___________________________________________________________________
 PN0884* NAD 83(1991)-  44 30 18.09407(N)    088 16 47.83530(W)     ADJUSTED  
 PN0884* NAVD 88     -       244.     (meters)     801.     (feet)  SCALED    
 PN0884  ___________________________________________________________________
 PN0884  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 PN0884  GEOID HEIGHT-         -36.18  (meters)                     GEOID03
 PN0884
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0884
 PN0884.The geoid height was determined by GEOID03.
 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     -   0.99996742  x   0.99996157  =   0.99992899
 PN0884!UTM  16      -   0.99996742  x   0.99972730  =   0.99969473
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0884.See file dsdata.txt to determine how the superseded data were derived.
 PN0884
 PN0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9825528764(NAD 83)
 PN0884_MARKER: Z = SEE DESCRIPTION
 PN0884_SETTING: 0 = UNSPECIFIED SETTING
 PN0884_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PN0884
 PN0884  HISTORY     - Date     Condition        Report By
 PN0884  HISTORY     - 1926     MONUMENTED       CGS
 PN0884  HISTORY     - 1930     SEE DESCRIPTION  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 = OCTOBER  7, 2006
 QM0137 ***********************************************************************
 QM0137  DESIGNATION -  BAGDAD
 QM0137  PID         -  QM0137
 QM0137  STATE/COUNTY-  WI/FOREST
 QM0137  USGS QUAD   -  NEWALD (1981)
 QM0137
 QM0137                         *CURRENT SURVEY CONTROL
 QM0137  ___________________________________________________________________
 QM0137* NAD 83(1991)-  45 39 22.92713(N)    088 42 13.15024(W)     ADJUSTED  
 QM0137* NAVD 88     -       467.863  (meters)    1534.98   (feet)  ADJUSTED  
 QM0137  ___________________________________________________________________
 QM0137  LAPLACE CORR-          -6.36  (seconds)                    DEFLEC99
 QM0137  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 QM0137  DYNAMIC HT  -         467.838 (meters)    1534.90  (feet)  COMP
 QM0137  MODELED GRAV-     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
 QM0137.and adjusted by the National Geodetic Survey in June 1991..
 QM0137
 QM0137.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0137
 QM0137.The geoid height was determined by GEOID03.
 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;                    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     -   0.99993190  x   0.99998493  =   0.99991683
 QM0137!UTM  16      -   0.99993190  x   0.99981660  =   0.99974851
 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|---------------------------------------------------------------------|
 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  NGVD 29 (??/??/92)  467.853  (m)         1534.95   (f) ADJ UNCH    1 2
 QM0137
 QM0137.Superseded values are not recommended for survey control.
 QM0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0137.See file dsdata.txt to determine how the superseded data were derived.
 QM0137
 QM0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR6726857280(NAD 83)
 QM0137_MARKER: DS = TRIANGULATION STATION DISK
 QM0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0137_STAMPING: BAGDAD 1921
 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   NGS
 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 NATIONAL 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 = OCTOBER  7, 2006
 QM0616 ***********************************************************************
 QM0616  DESIGNATION -  BAGLEY LOOKOUT
 QM0616  PID         -  QM0616
 QM0616  STATE/COUNTY-  WI/OCONTO
 QM0616  USGS QUAD   -  HICKORY CORNERS (1973)
 QM0616
 QM0616                         *CURRENT SURVEY CONTROL
 QM0616  ___________________________________________________________________
 QM0616* NAD 83(1991)-  45 04 53.56249(N)    088 20 02.44112(W)     ADJUSTED  
 QM0616* NAVD 88     -                                                        
 QM0616  ___________________________________________________________________
 QM0616  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 QM0616  GEOID HEIGHT-         -35.95  (meters)                     GEOID03
 QM0616
 QM0616  HORZ ORDER  -  THIRD
 QM0616
 QM0616.The horizontal coordinates were established by classical geodetic methods
 QM0616.and adjusted by the National Geodetic Survey in November 1991..
 QM0616
 QM0616
 QM0616.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0616
 QM0616.The geoid height was determined by GEOID03.
 QM0616
 QM0616;                    North         East     Units Scale Factor Converg.
 QM0616;SPC WI C     -   140,046.378   731,155.330   MT  0.99994712   +1 10 31.7
 QM0616;SPC WI C     -   459,468.83  2,398,798.78   sFT  0.99994712   +1 10 31.7
 QM0616;UTM  16      - 4,992,874.665   395,008.750   MT  0.99973554   -0 56 41.0
 QM0616
 QM0616                          SUPERSEDED SURVEY CONTROL
 QM0616
 QM0616  NAD 83(1986)-  45 04 53.56721(N)    088 20 02.44696(W) AD(       ) 4
 QM0616  NAD 27      -  45 04 53.65000(N)    088 20 02.07600(W) AD(       ) 3
 QM0616
 QM0616.Superseded values are not recommended for survey control.
 QM0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0616.See file dsdata.txt to determine how the superseded data were derived.
 QM0616
 QM0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9500992875(NAD 83)
 QM0616_MARKER: 57 = LOOKOUT TOWER
 QM0616
 QM0616  HISTORY     - Date     Condition        Report By
 QM0616  HISTORY     - 1934     FIRST OBSERVED   CGS
 QM0616  HISTORY     - 19991023 GOOD             USPSQD
 QM0616  HISTORY     - 20020921 MARK NOT FOUND   GEOCAC
 QM0616  HISTORY     - 20031004 GOOD             USPSQD
 QM0616
 QM0616                          STATION DESCRIPTION
 QM0616
 QM0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QM0616'THIS STATION IS THE CENTER OF THE BAGLEY FIRE LOOKOUT TOWER
 QM0616'OF THE WISCONSIN DEPARTMENT OF CONSERVATION.  IT IS A STANDARD
 QM0616'SQUARE SKELETON STEEL TOWER WITH AN ENCLOSED CABIN ON TOP.
 QM0616'IT IS 73 FEET HIGH AND WAS ERECTED IN 1932.
 QM0616'
 QM0616'THE TOWER IS ABOUT 10 MILES SOUTHEAST OF MOUNTAIN AND ABOUT
 QM0616'14-1/2 MILES WEST-SOUTHWEST OF POUND, IN THE SE 1/4 NW 1/4
 QM0616'OF SEC. 17, T. 30 N., R. 18 E., ON THE HIGHEST POINT OF THE
 QM0616'HILL.
 QM0616
 QM0616                          STATION RECOVERY (1999)
 QM0616
 QM0616'RECOVERY NOTE BY US POWER SQUADRON 1999
 QM0616'RECOVERED IN GOOD CONDITION.
 QM0616
 QM0616                          STATION RECOVERY (2002)
 QM0616
 QM0616'RECOVERY NOTE BY GEOCACHING 2002 (RFC)
 QM0616'FOUND ONLY CONCRETE FOOTINGS.
 QM0616
 QM0616                          STATION RECOVERY (2003)
 QM0616
 QM0616'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QM0616'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0742 ***********************************************************************
 OM0742  DESIGNATION -  BAILEY
 OM0742  PID         -  OM0742
 OM0742  STATE/COUNTY-  WI/WAUKESHA
 OM0742  USGS QUAD   -  MENOMONEE FALLS (1994)
 OM0742
 OM0742                         *CURRENT SURVEY CONTROL
 OM0742  ___________________________________________________________________
 OM0742* NAD 83(1991)-  43 10 37.62007(N)    088 04 31.30706(W)     ADJUSTED  
 OM0742* NAVD 88     -       244.     (meters)     801.     (feet)  SCALED    
 OM0742  ___________________________________________________________________
 OM0742  LAPLACE CORR-          -3.73  (seconds)                    DEFLEC99
 OM0742  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 OM0742
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0742
 OM0742.The geoid height was determined by GEOID03.
 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     -   0.99996722  x   0.99994016  =   0.99990738
 OM0742!UTM  16      -   0.99996722  x   0.99969397  =   0.99966120
 OM0742
 OM0742:                Primary Azimuth Mark                     Grid Az
 OM0742:SPC WI S     -  FREISTADT TRINITY EVAN LUTH CH           020 28 09.3
 OM0742:UTM  16      -  FREISTADT TRINITY EVAN LUTH CH           022 31 39.1
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0742.See file dsdata.txt to determine how the superseded data were derived.
 OM0742
 OM0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1260181045(NAD 83)
 OM0742_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0742_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM0742
 OM0742  HISTORY     - Date     Condition        Report By
 OM0742  HISTORY     - 1953     MONUMENTED       CGS
 OM0742  HISTORY     - 1957     SEE DESCRIPTION  USGS
 OM0742  HISTORY     - 1958     SEE DESCRIPTION  CHIAS
 OM0742  HISTORY     - 1962     SEE DESCRIPTION  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 = OCTOBER  7, 2006
 AB8494 ***********************************************************************
 AB8494  DESIGNATION -  BAILEY
 AB8494  PID         -  AB8494
 AB8494  STATE/COUNTY-  WI/BURNETT
 AB8494  USGS QUAD   -  YELLOW LAKE (1982)
 AB8494
 AB8494                         *CURRENT SURVEY CONTROL
 AB8494  ___________________________________________________________________
 AB8494* NAD 83(1997)-  45 57 33.55054(N)    092 28 02.55982(W)     ADJUSTED  
 AB8494* NAVD 88     -       290.3    (meters)     952.     (feet)  GPS OBS   
 AB8494  ___________________________________________________________________
 AB8494  X           -    -191,220.025 (meters)                     COMP
 AB8494  Y           -  -4,437,637.072 (meters)                     COMP
 AB8494  Z           -   4,562,295.063 (meters)                     COMP
 AB8494  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 AB8494  ELLIP HEIGHT-         263.88  (meters)          (01/30/03) GPS OBS
 AB8494  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 AB8494
 AB8494  HORZ ORDER  -  FIRST
 AB8494  ELLP ORDER  -  FOURTH    CLASS I
 AB8494
 AB8494.The horizontal coordinates were established by GPS observations
 AB8494.and adjusted by the National Geodetic Survey in January 2003..
 AB8494
 AB8494.The orthometric height was determined by GPS observations and a
 AB8494.high-resolution geoid model.
 AB8494
 AB8494.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8494
 AB8494.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8494
 AB8494.The ellipsoidal height was determined by GPS observations
 AB8494.and is referenced to NAD 83.
 AB8494
 AB8494.The geoid height was determined by GEOID03.
 AB8494
 AB8494;                    North         East     Units Scale Factor Converg.
 AB8494;SPC WI N     -    91,068.941   408,768.714   MT  0.99995193   -1 46 47.6
 AB8494;SPC WI N     -   298,782.02  1,341,102.02   sFT  0.99995193   -1 46 47.6
 AB8494;UTM  15      - 5,089,665.537   541,272.370   MT  0.99962094   +0 22 58.4
 AB8494
 AB8494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8494!SPC WI N     -   0.99995863  x   0.99995193  =   0.99991057
 AB8494!UTM  15      -   0.99995863  x   0.99962094  =   0.99957959
 AB8494
 AB8494                          SUPERSEDED SURVEY CONTROL
 AB8494
 AB8494  NAD 83(1991)-  45 57 33.55026(N)    092 28 02.55815(W) AD(       ) 1
 AB8494  ELLIP H (12/09/96)  263.92   (m)                       GP(       ) 4 1
 AB8494
 AB8494.Superseded values are not recommended for survey control.
 AB8494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8494.See file dsdata.txt to determine how the superseded data were derived.
 AB8494
 AB8494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4127289666(NAD 83)
 AB8494_MARKER: DD = SURVEY DISK
 AB8494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - 1993
 AB8494
 AB8494  HISTORY     - Date     Condition        Report By
 AB8494  HISTORY     - 1993     MONUMENTED       WI-013
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0749 ***********************************************************************
 OM0749  DESIGNATION -  BAILEY 2
 OM0749  PID         -  OM0749
 OM0749  STATE/COUNTY-  WI/WAUKESHA
 OM0749  USGS QUAD   -  MENOMONEE FALLS (1994)
 OM0749
 OM0749                         *CURRENT SURVEY CONTROL
 OM0749  ___________________________________________________________________
 OM0749* NAD 83(1991)-  43 10 34.91097(N)    088 04 34.07519(W)     ADJUSTED  
 OM0749* NAVD 88     -       244.     (meters)     801.     (feet)  SCALED    
 OM0749  ___________________________________________________________________
 OM0749  LAPLACE CORR-          -3.73  (seconds)                    DEFLEC99
 OM0749  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 OM0749
 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.No horizontal observational check was made to the station.
 OM0749
 OM0749.The orthometric height was scaled from a topographic map.
 OM0749
 OM0749.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0749
 OM0749.The geoid height was determined by GEOID03.
 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     -   0.99996722  x   0.99994021  =   0.99990743
 OM0749!UTM  16      -   0.99996722  x   0.99969410  =   0.99966133
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0749.See file dsdata.txt to determine how the superseded data were derived.
 OM0749
 OM0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1253780962(NAD 83)
 OM0749_MARKER: DS = TRIANGULATION STATION DISK
 OM0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0749_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 QL0495 ***********************************************************************
 QL0495  DESIGNATION -  BAILEYS
 QL0495  PID         -  QL0495
 QL0495  STATE/COUNTY-  WI/DOOR
 QL0495  USGS QUAD   -  BAILEYS HARBOR WEST (1982)
 QL0495
 QL0495                         *CURRENT SURVEY CONTROL
 QL0495  ___________________________________________________________________
 QL0495* NAD 83(1991)-  45 05 28.53615(N)    087 07 58.26854(W)     ADJUSTED  
 QL0495* NAVD 88     -       199.     (meters)     653.     (feet)  SCALED    
 QL0495  ___________________________________________________________________
 QL0495  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 QL0495  GEOID HEIGHT-         -37.12  (meters)                     GEOID03
 QL0495
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0495
 QL0495.The geoid height was determined by GEOID03.
 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     -   0.99997463  x   0.99994774  =   0.99992237
 QL0495!UTM  16      -   0.99997463  x   0.99960134  =   0.99957598
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0495.See file dsdata.txt to determine how the superseded data were derived.
 QL0495
 QL0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ8954693097(NAD 83)
 QL0495_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QL0495_SETTING: 66 = SET IN ROCK OUTCROP
 QL0495
 QL0495  HISTORY     - Date     Condition        Report By
 QL0495  HISTORY     - 1953     MONUMENTED       CGS
 QL0495  HISTORY     - 1955     SEE DESCRIPTION  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'STATION IS LOCATED ABOUT 2 MILES NORTH OF BAILEYS HARBOR, ALONG THE
 QL0495'WEST SIDE OF STATE HIGHWAY
 QL0495'57 ON THE PROPERTY OF TOM ROOT.  IT IS 74 FEET WEST OF THE CENTER OF
 QL0495'STATE HIGHWAY 57, 38 FEET WEST OF A
 QL0495'WHITE WITNESS POST AND 4 FEET NORTH OF A STONE
 QL0495'FENCE LINE.  THE DISK IS SET IN A DRILL HOLE 12 INCHES
 QL0495'UNDERGROUND AND IS STAMPED
 QL0495'BAILEYS 1953.
 QL0495'
 QL0495'REFERENCE MARK NO. 1 IS 49 FEET WEST OF THE CENTER OF HIGHWAY 57, 38
 QL0495'FEET SOUTHWEST OF A TELEPHONE
 QL0495'POLE, 19 FEET NORTH OF A WHITE WITNESS POST AND 4 FEET NORTH OF
 QL0495'A STONE FENCE LINE.  THE MARK
 QL0495'PROJECTS 2 INCHES AND 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
 QL0495'FENCE AND 6 FEET EAST OF A WHITE WITNESS POST.  THE DISK IS SET IN
 QL0495'A DRILL HOLE IN BEDROCK AND IS
 QL0495'STAMPED 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
 QL0495'AND 3 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 2
 QL0495'INCHES AND THE DISK IS STAMPED
 QL0495'BAILEYS 1953.
 QL0495'
 QL0495'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 57 AND COUNTY
 QL0495'HIGHWAYS F AND EE IN
 QL0495'BAILEYS HARBOR GO NORTH ON HIGHWAY 57 FOR 1.95 MILES TO THE STATION
 QL0495'ON THE LEFT AS DESCRIBED.
 QL0495'CONTINUE NORTH ON HIGHWAY 57 FOR 0.15 MILE TO THE AZIMUTH
 QL0495'MARK ON THE RIGHT AS DESCRIBED.
 QL0495'
 QL0495'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 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.
 QL0495'
 QL0495'NO WITNESS POST VISIBLE.
 QL0495'
 QL0495'BAILEYS 1953 NOT FOUND.
 QL0495'
 QL0495'BAILEYS NO 2 1953 RECOVERED GOOD.
 QL0495'
 QL0495'BAILEYS NO 1 1953 NOT FOUND.
 QL0495'
 QL0495'NO 24 INCH MAPLE TREE.  SEARCHED FOR BUT NOT
 QL0495'RECOVERED.
 QL0495'
 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 = OCTOBER  7, 2006
 NH1001 ***********************************************************************
 NH1001  DESIGNATION -  BAKER
 NH1001  PID         -  NH1001
 NH1001  STATE/COUNTY-  WI/WALWORTH
 NH1001  USGS QUAD   -  GENOA CITY (1971)
 NH1001
 NH1001                         *CURRENT SURVEY CONTROL
 NH1001  ___________________________________________________________________
 NH1001* NAD 83(1991)-  42 33 23.26200(N)    088 21 44.76951(W)     ADJUSTED  
 NH1001* NAVD 88     -       275.18   (+/-2cm)     902.8    (feet)  VERTCON   
 NH1001  ___________________________________________________________________
 NH1001  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 NH1001  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 NH1001
 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.The vertical order pertains to the NGVD 29 superseded value.
 NH1001
 NH1001.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1001
 NH1001.The geoid height was determined by GEOID03.
 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;SPC IL E     -   653,912.507   297,610.005   MT  0.99997507   -0 01 10.9
 NH1001;SPC IL E     - 2,145,377.95    976,408.82   sFT  0.99997507   -0 01 10.9
 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     -   0.99996220  x   1.00004035  =   1.00000255
 NH1001!SPC IL E     -   0.99996220  x   0.99997507  =   0.99993727
 NH1001!UTM  16      -   0.99996220  x   0.99975391  =   0.99971612
 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 0762857.4 |
 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 1501750.5 |
 NH1001| NH1122 GENOA CITY MUNICIPAL TANK           APPROX. 7.4 KM 1550947.6 |
 NH1001| CJ7904 CALEDONIA PP 1                        6.858 METERS 16355     |
 NH1001| NH1132 WOODSTOCK PWR AND LT CO STK         APPROX.27.3 KM 1951646.8 |
 NH1001| NH1144 HEBRON BORDEN WIELAND CO STK        APPROX.10.8 KM 2110522.9 |
 NH1001| NH1005 LAKE GENEVA MUNICIPAL TANK          APPROX. 6.4 KM 3061338.3 |
 NH1001| NH1007 LAKE GENEVA ST FRANCIS CH CUP       APPROX. 6.4 KM 3071514.2 |
 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 (07/19/86)  275.25   (m)          903.0    (f) LEVELING    3  
 NH1001
 NH1001.Superseded values are not recommended for survey control.
 NH1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1001.See file dsdata.txt to determine how the superseded data were derived.
 NH1001
 NH1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8815412462(NAD 83)
 NH1001_MARKER: DS = TRIANGULATION STATION DISK
 NH1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 PP2194 ***********************************************************************
 PP2194  DESIGNATION -  BAKER
 PP2194  PID         -  PP2194
 PP2194  STATE/COUNTY-  WI/PIERCE
 PP2194  USGS QUAD   -  PLUM CITY (1972)
 PP2194
 PP2194                         *CURRENT SURVEY CONTROL
 PP2194  ___________________________________________________________________
 PP2194* NAD 83(1991)-  44 40 06.33068(N)    092 14 55.55271(W)     ADJUSTED  
 PP2194* NAVD 88     -       366.1    (meters)    1201.     (feet)  VERTCON   
 PP2194  ___________________________________________________________________
 PP2194  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 PP2194  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 PP2194
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP2194
 PP2194.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2194.See file dsdata.txt to determine how the superseded data were derived.
 PP2194
 PP2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK5954946392(NAD 83)
 PP2194_MARKER: DD = SURVEY DISK
 PP2194_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  7, 2006
 QO1553 ***********************************************************************
 QO1553  DESIGNATION -  BAKER
 QO1553  PID         -  QO1553
 QO1553  STATE/COUNTY-  WI/BURNETT
 QO1553  USGS QUAD   -  RANDALL (1983)
 QO1553
 QO1553                         *CURRENT SURVEY CONTROL
 QO1553  ___________________________________________________________________
 QO1553* NAD 83(1997)-  45 40 40.32318(N)    092 49 21.88885(W)     ADJUSTED  
 QO1553* NAVD 88     -       289.5    (meters)     950.     (feet)  GPS OBS   
 QO1553  ___________________________________________________________________
 QO1553  X           -    -219,844.782 (meters)                     COMP
 QO1553  Y           -  -4,458,772.246 (meters)                     COMP
 QO1553  Z           -   4,540,491.005 (meters)                     COMP
 QO1553  LAPLACE CORR-           7.71  (seconds)                    DEFLEC99
 QO1553  ELLIP HEIGHT-         262.20  (meters)          (01/30/03) GPS OBS
 QO1553  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 QO1553
 QO1553  HORZ ORDER  -  FIRST
 QO1553  ELLP ORDER  -  FOURTH    CLASS I
 QO1553
 QO1553.The horizontal coordinates were established by GPS observations
 QO1553.and adjusted by the National Geodetic Survey in January 2003..
 QO1553
 QO1553.The orthometric height was determined by GPS observations and a
 QO1553.high-resolution geoid model.
 QO1553
 QO1553.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO1553
 QO1553.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO1553
 QO1553.The ellipsoidal height was determined by GPS observations
 QO1553.and is referenced to NAD 83.
 QO1553
 QO1553.The geoid height was determined by GEOID03.
 QO1553
 QO1553;                    North         East     Units Scale Factor Converg.
 QO1553;SPC WI N     -    60,724.227   380,125.607   MT  0.99998167   -2 02 10.5
 QO1553;SPC WI N     -   199,226.07  1,247,128.76   sFT  0.99998167   -2 02 10.5
 QO1553;SPC WI C     -   208,796.836   380,111.055   MT  1.00003874   -1 59 30.0
 QO1553;SPC WI C     -   685,027.62  1,247,081.02   sFT  1.00003874   -1 59 30.0
 QO1553;SPC MN C     -   176,344.806   911,192.136   MT  0.99998730   +1 01 56.8
 QO1553;UTM  15      - 5,058,272.657   513,804.547   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  =   0.99994057
 QO1553!SPC WI C     -   0.99995890  x   1.00003874  =   0.99999763
 QO1553!SPC MN C     -   0.99995890  x   0.99998730  =   0.99994620
 QO1553!UTM  15      -   0.99995890  x   0.99960234  =   0.99956125
 QO1553
 QO1553:                Primary Azimuth Mark                     Grid Az
 QO1553:SPC WI N     -  FREDERIC MUNICIPAL TANK                  094 47 34.2
 QO1553:SPC WI C     -  FREDERIC MUNICIPAL TANK                  094 44 53.7
 QO1553:SPC MN C     -  FREDERIC MUNICIPAL TANK                  091 43 26.9
 QO1553:UTM  15      -  FREDERIC MUNICIPAL TANK                  092 37 47.2
 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                                        3175316.9 |
 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(1991)-  45 40 40.32285(N)    092 49 21.88687(W) AD(       ) 1
 QO1553  ELLIP H (12/09/96)  262.23   (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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1553.See file dsdata.txt to determine how the superseded data were derived.
 QO1553
 QO1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1380558273(NAD 83)
 QO1553_MARKER: DH = HORIZONTAL CONTROL 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       NGS
 QO1553  HISTORY     - 1959     GOOD             CGS
 QO1553  HISTORY     - 19930604 GOOD             WI-013
 QO1553  HISTORY     - 19940125 GOOD             MNDT
 QO1553
 QO1553                          STATION DESCRIPTION
 QO1553
 QO1553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 (CAS)
 QO1553'THE STATION IS ABOUT 10 MILES SOUTHWEST OF GRANTSBURG AND ABOUT
 QO1553'9 MILES EAST OF RUSH CITY, MINNESOTA, IN THE SOUTHEAST QUARTER
 QO1553'OF SEC. 22, T. 37 N., R. 20 W., ON LAND OWNED BY THE BAKER
 QO1553'LAND AND TITLE COMPANY OF ST. CROIX FALLS.
 QO1553'
 QO1553'THE STATION IS ON THE SUMMIT OF A SAND HILL WHICH IS COVERED
 QO1553'WITH SCRUB OAK AND PINE, 15 FEET WEST OF THE EAST SLOPE OF
 QO1553'HILL, 18 FEET NORTH OF THE SOUTH SLOPE, 50 FEET SOUTH OF THE
 QO1553'NORTH SLOPE, 50 FEET EAST OF AN 8-INCH TWIN OAK, AND PROJECTS
 QO1553'10 INCHES.
 QO1553'
 QO1553'TO REACH FROM GRANTSBURG BY WISCONSIN ROUTE 70, GO WEST FROM
 QO1553'ITS JUNCTION WITH WISCONSIN ROUTE 48 IN THE SOUTH EDGE OF TOWN,
 QO1553'0.5 MILE TO JUNCTION WITH COUNTY ROUTE 0, THENCE SOUTH ON
 QO1553'ROUTE 0 FOR 1 MILE, THENCE WEST 0.5 MILE, THENCE SOUTH 5.0
 QO1553'MILES TO A T-ROAD, TURN WEST AND FOLLOW SAND ROAD 4.3 MILES,
 QO1553'KEEP RIGHT FORK (WEST) 2.2 MILES TO A T-ROAD, THENCE SOUTH
 QO1553'0.5 MILE ON A SANDY ROAD TO A MAIL BOX WHICH IS 0.2 MILE SOUTH
 QO1553'OF SCHOOLHOUSE, TURN EAST ON FARM LANE 0.3 MILE TO DWELLING
 QO1553'AND CONTINUE EAST 0.25 MILE THROUGH BARNYARD AND LANE TO
 QO1553'POINT IN OPEN PASTURE (AZIMUTH MARK IS WEST OF THIS POINT),
 QO1553'THENCE BEAR TO SOUTHEAST AND ENTER TIMBER AT THE SOUTHEAST
 QO1553'CORNER OF PASTURE, FOLLOW DIM TRAIL SOUTH UP SLOPE ABOUT
 QO1553'225 YARDS TO THE STATION.
 QO1553'
 QO1553'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION AND ABOUT
 QO1553'6 FEET LOWER, AND PROJECTS 10 INCHES.
 QO1553'
 QO1553'REFERENCE MARK NO. 2 IS WEST OF THE STATION AND ABOUT 6 FEET
 QO1553'LOWER, 80 FEET WEST OF AN 8-INCH TWIN OAK, ABOUT 15 FEET
 QO1553'NORTHWEST OF A GROUP OF 8-INCH PINES, AND PROJECTS 10 INCHES.
 QO1553'
 QO1553'AZIMUTH MARK IS NORTHWEST OF THE STATION, IN THE NORTHWEST
 QO1553'CORNER OF A PASTURE, ON THE SOUTH EDGE OF TIMBER LINE, 65 FEET
 QO1553'EAST OF FENCE LINE, 30 FEET WEST OF LANE WHICH ENDS AT
 QO1553'THE PASTURE, 0.18 MILE EAST OF A DWELLING, AND PROJECTS 10
 QO1553'INCHES.
 QO1553'
 QO1553'A LIGHT 87 FEET ABOVE PETERSON IS VISIBLE AT 20 FEET ABOVE
 QO1553'THIS STATION.
 QO1553'
 QO1553'A LIGHT 87 FEET ABOVE CROSBY IS VISIBLE AT 20 FEET ABOVE
 QO1553'THIS STATION.
 QO1553'
 QO1553'A LIGHT 87 FEET ABOVE GRANTSBURG IS VISIBLE AT 20 FEET ABOVE
 QO1553'THIS STATION.
 QO1553'
 QO1553'A LIGHT 74 FEET ABOVE RUSH IS VISIBLE AT 20 FEET ABOVE THIS
 QO1553'STATION.
 QO1553'
 QO1553'A LIGHT 74 FEET ABOVE ALLEN IS VISIBLE AT 20 FEET ABOVE THIS
 QO1553'STATION.
 QO1553'
 QO1553'DISTANCE BETWEEN R.M.S 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
 QO1553'IN GOOD CONDITION.  THE 1934 DESCRIPTION TO REACH THE STATION
 QO1553'IS NO LONGER ADEQUATE, AND THE AZIMUTH MARK IS NOT AS DESCRIBED IN
 QO1553'1934.  THIS CORRECTION FOLLOWS.
 QO1553'
 QO1553'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 70
 QO1553'AND 48 WHICH IS 0.5 MILE SOUTH OF THE VILLAGE OF GRANTSBURG,
 QO1553'WISCONSIN, GO WEST ON STATE ROUTE 70 FOR 0.5 MILE TO A GRAVELED
 QO1553'ROAD ON THE LEFT, TURN LEFT (SOUTH) AND GO 1.0 MILES TO A
 QO1553'T INTERSECTION, THENCE TURN RIGHT (WEST) FOR 0.5 MILE TO A SIDE
 QO1553'ROAD LEFT.  HERE TURN LEFT (SOUTH) AND GO 5.15 MILES TO A T
 QO1553'INTERSECTION, THENCE TURN RIGHT (WEST) AND GO 6.7 MILES ON
 QO1553'MAIN TRAVELED GRADED ROAD TO ANOTHER T INTERSECTION.  HERE
 QO1553'TURN LEFT (SOUTH) AND GO 0.2 MILE TO A COUNTRY CEMETERY ON
 QO1553'THE LEFT, CONTINUE ON SOUTH FOR 0.3 MILE TO A FARM TRAIL ON
 QO1553'THE LEFT, THENCE TURN LEFT (EAST) ON FARM TRAIL THROUGH
 QO1553'WOODS FOR 0.35 MILE TO THE REMAINS OF OLD FARMSTEAD,
 QO1553'CONTINUE ON TRAIL ROAD (EAST) THROUGH PASTURE AND WOODS FOR
 QO1553'0.15 MILE TO THE AZIMUTH ON THE RIGHT.  AT THIS POINT YOU
 QO1553'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
 QO1553'GOING SOUTH AND EAST FOR 0.2 MILE TO THE SOUTHEAST
 QO1553'CORNER OF THE CULTIVATED PINES, HERE BACK PACK THROUGH OAK
 QO1553'TREES FOR 0.1 TO THE HIGHEST SANDY POINT AND STATION.
 QO1553'STATION AND REFERENCE MARKS AS DESCRIBED.
 QO1553'
 QO1553'THE AZIMUTH MARK IS 25 FEET SOUTH OF FARM TRAIL.  THE MARK
 QO1553'PROJECTS 9 INCHES 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 = OCTOBER  7, 2006
 QN0493 ***********************************************************************
 QN0493  DESIGNATION -  BAKER
 QN0493  PID         -  QN0493
 QN0493  STATE/COUNTY-  WI/TAYLOR
 QN0493  USGS QUAD   -  GILMAN (1981)
 QN0493
 QN0493                         *CURRENT SURVEY CONTROL
 QN0493  ___________________________________________________________________
 QN0493* NAD 83(1991)-  45 08 07.04724(N)    090 47 49.38890(W)     ADJUSTED  
 QN0493* NAVD 88     -       377.     (meters)    1237.     (feet)  SCALED    
 QN0493  ___________________________________________________________________
 QN0493  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 QN0493  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 QN0493
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0493
 QN0493.The geoid height was determined by GEOID03.
 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     -   0.99994575  x   0.99995091  =   0.99989667
 QN0493!UTM  15      -   0.99994575  x   0.99996894  =   0.99991469
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0493.See file dsdata.txt to determine how the superseded data were derived.
 QN0493
 QN0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL7321700340(NAD 83)
 QN0493_MARKER: DS = TRIANGULATION STATION DISK
 QN0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0493_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 AB8435 ***********************************************************************
 AB8435  DESIGNATION -  BAKER
 AB8435  PID         -  AB8435
 AB8435  STATE/COUNTY-  WI/BURNETT
 AB8435  USGS QUAD   -  POQUETTES LAKE (1982)
 AB8435
 AB8435                         *CURRENT SURVEY CONTROL
 AB8435  ___________________________________________________________________
 AB8435* NAD 83(1997)-  45 51 10.98338(N)    092 02 00.02093(W)     ADJUSTED  
 AB8435* NAVD 88     -       314.4    (meters)    1031.     (feet)  GPS OBS   
 AB8435  ___________________________________________________________________
 AB8435  X           -    -157,899.542 (meters)                     COMP
 AB8435  Y           -  -4,447,452.360 (meters)                     COMP
 AB8435  Z           -   4,554,092.082 (meters)                     COMP
 AB8435  LAPLACE CORR-         -12.38  (seconds)                    DEFLEC99
 AB8435  ELLIP HEIGHT-         286.68  (meters)          (01/30/03) GPS OBS
 AB8435  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 AB8435
 AB8435  HORZ ORDER  -  FIRST
 AB8435  ELLP ORDER  -  FOURTH    CLASS I
 AB8435
 AB8435.The horizontal coordinates were established by GPS observations
 AB8435.and adjusted by the National Geodetic Survey in January 2003..
 AB8435
 AB8435.The orthometric height was determined by GPS observations and a
 AB8435.high-resolution geoid model.
 AB8435
 AB8435.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8435
 AB8435.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8435
 AB8435.The ellipsoidal height was determined by GPS observations
 AB8435.and is referenced to NAD 83.
 AB8435
 AB8435.The geoid height was determined by GEOID03.
 AB8435
 AB8435;                    North         East     Units Scale Factor Converg.
 AB8435;SPC WI N     -    78,308.500   442,097.906   MT  0.99996035   -1 28 00.4
 AB8435;SPC WI N     -   256,917.14  1,450,449.55   sFT  0.99996035   -1 28 00.4
 AB8435;UTM  15      - 5,078,174.952   575,048.587   MT  0.99966924   +0 41 37.2
 AB8435
 AB8435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8435!SPC WI N     -   0.99995506  x   0.99996035  =   0.99991541
 AB8435!UTM  15      -   0.99995506  x   0.99966924  =   0.99962431
 AB8435
 AB8435                          SUPERSEDED SURVEY CONTROL
 AB8435
 AB8435  NAD 83(1991)-  45 51 10.98273(N)    092 02 00.01823(W) AD(       ) 1
 AB8435  ELLIP H (12/09/96)  286.71   (m)                       GP(       ) 4 1
 AB8435
 AB8435.Superseded values are not recommended for survey control.
 AB8435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8435.See file dsdata.txt to determine how the superseded data were derived.
 AB8435
 AB8435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7504978175(NAD 83)
 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 = OCTOBER  7, 2006
 PN1265 ***********************************************************************
 PN1265  DESIGNATION -  BAKOVKA
 PN1265  PID         -  PN1265
 PN1265  STATE/COUNTY-  WI/ADAMS
 PN1265  USGS QUAD   -  ARKDALE NE (1984)
 PN1265
 PN1265                         *CURRENT SURVEY CONTROL
 PN1265  ___________________________________________________________________
 PN1265* NAD 83(1991)-  44 08 01.18215(N)    089 48 27.29538(W)     ADJUSTED  
 PN1265* NAVD 88     -       304.7    (meters)    1000.     (feet)  VERTCON   
 PN1265  ___________________________________________________________________
 PN1265  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 PN1265  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 PN1265
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1265
 PN1265.The geoid height was determined by GEOID03.
 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     -   0.99995777  x   1.00001430  =   0.99997207
 PN1265!UTM  16      -   0.99995777  x   1.00022041  =   1.00017817
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1265.See file dsdata.txt to determine how the superseded data were derived.
 PN1265
 PN1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7540890552(NAD 83)
 PN1265_MARKER: DE = TRAVERSE STATION DISK
 PN1265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1265_SP_SET: 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 = OCTOBER  7, 2006
 QM0135 ***********************************************************************
 QM0135  DESIGNATION -  BALD
 QM0135  PID         -  QM0135
 QM0135  STATE/COUNTY-  WI/FOREST
 QM0135  USGS QUAD   -  CRANDON NE (1981)
 QM0135
 QM0135                         *CURRENT SURVEY CONTROL
 QM0135  ___________________________________________________________________
 QM0135* NAD 83(1991)-  45 39 49.18430(N)    088 46 19.29009(W)     ADJUSTED  
 QM0135* NAVD 88     -       489.041  (meters)    1604.46   (feet)  ADJUSTED  
 QM0135  ___________________________________________________________________
 QM0135  LAPLACE CORR-          -6.15  (seconds)                    DEFLEC99
 QM0135  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 QM0135  DYNAMIC HT  -         489.015 (meters)    1604.38  (feet)  COMP
 QM0135  MODELED GRAV-     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
 QM0135.and adjusted by the National Geodetic Survey in June 1991..
 QM0135
 QM0135.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0135
 QM0135.The geoid height was determined by GEOID03.
 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;                    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     -   0.99992855  x   0.99998381  =   0.99991236
 QM0135!UTM  16      -   0.99992855  x   0.99983427  =   0.99976283
 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|---------------------------------------------------------------------|
 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  NGVD 29 (??/??/92)  489.029  (m)         1604.42   (f) ADJ UNCH    1 2
 QM0135
 QM0135.Superseded values are not recommended for survey control.
 QM0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0135.See file dsdata.txt to determine how the superseded data were derived.
 QM0135
 QM0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR6195958206(NAD 83)
 QM0135_MARKER: DS = TRIANGULATION STATION DISK
 QM0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0135_STAMPING: BALD 1921
 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 - December 05, 2005
 QM0135
 QM0135  HISTORY     - Date     Condition        Report By
 QM0135  HISTORY     - 1921     MONUMENTED       CGS
 QM0135  HISTORY     - 1934     GOOD             NGS
 QM0135  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0135  HISTORY     - 20051205 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB8505 ***********************************************************************
 AB8505  DESIGNATION -  BALLFIELD
 AB8505  PID         -  AB8505
 AB8505  STATE/COUNTY-  WI/BURNETT
 AB8505  USGS QUAD   -  BIRCH ISLAND LAKE (1982)
 AB8505
 AB8505                         *CURRENT SURVEY CONTROL
 AB8505  ___________________________________________________________________
 AB8505* NAD 83(1997)-  45 56 25.15630(N)    092 13 12.14019(W)     ADJUSTED  
 AB8505* NAVD 88     -       309.7    (meters)    1016.     (feet)  GPS OBS   
 AB8505  ___________________________________________________________________
 AB8505  X           -    -172,120.881 (meters)                     COMP
 AB8505  Y           -  -4,439,951.070 (meters)                     COMP
 AB8505  Z           -   4,560,840.453 (meters)                     COMP
 AB8505  LAPLACE CORR-          -5.93  (seconds)                    DEFLEC99
 AB8505  ELLIP HEIGHT-         282.91  (meters)          (01/30/03) GPS OBS
 AB8505  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 AB8505
 AB8505  HORZ ORDER  -  FIRST
 AB8505  ELLP ORDER  -  FOURTH    CLASS I
 AB8505
 AB8505.The horizontal coordinates were established by GPS observations
 AB8505.and adjusted by the National Geodetic Survey in January 2003..
 AB8505
 AB8505.The orthometric height was determined by GPS observations and a
 AB8505.high-resolution geoid model.
 AB8505
 AB8505.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8505
 AB8505.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8505
 AB8505.The ellipsoidal height was determined by GPS observations
 AB8505.and is referenced to NAD 83.
 AB8505
 AB8505.The geoid height was determined by GEOID03.
 AB8505
 AB8505;                    North         East     Units Scale Factor Converg.
 AB8505;SPC WI N     -    88,392.520   427,874.140   MT  0.99995319   -1 36 05.3
 AB8505;SPC WI N     -   290,001.13  1,403,783.74   sFT  0.99995319   -1 36 05.3
 AB8505;UTM  15      - 5,087,712.530   560,459.028   MT  0.99964494   +0 33 37.8
 AB8505
 AB8505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8505!SPC WI N     -   0.99995565  x   0.99995319  =   0.99990884
 AB8505!UTM  15      -   0.99995565  x   0.99964494  =   0.99960061
 AB8505
 AB8505                          SUPERSEDED SURVEY CONTROL
 AB8505
 AB8505  NAD 83(1991)-  45 56 25.15593(N)    092 13 12.13840(W) AD(       ) 1
 AB8505  ELLIP H (12/09/96)  282.94   (m)                       GP(       ) 4 1
 AB8505
 AB8505.Superseded values are not recommended for survey control.
 AB8505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8505.See file dsdata.txt to determine how the superseded data were derived.
 AB8505
 AB8505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6045987713(NAD 83)
 AB8505_MARKER: DD = SURVEY DISK
 AB8505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8505_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC9043 ***********************************************************************
 AC9043  DESIGNATION -  BALSAM LAKE
 AC9043  PID         -  AC9043
 AC9043  STATE/COUNTY-  WI/POLK
 AC9043  USGS QUAD   -  BALSAM LAKE (1978)
 AC9043
 AC9043                         *CURRENT SURVEY CONTROL
 AC9043  ___________________________________________________________________
 AC9043* NAD 83(1997)-  45 27 13.16135(N)    092 28 05.19383(W)     ADJUSTED  
 AC9043* NAVD 88     -       358.8    (meters)    1177.     (feet)  GPS OBS   
 AC9043  ___________________________________________________________________
 AC9043  X           -    -193,011.133 (meters)                     COMP
 AC9043  Y           -  -4,477,873.752 (meters)                     COMP
 AC9043  Z           -   4,523,093.274 (meters)                     COMP
 AC9043  LAPLACE CORR-         -11.00  (seconds)                    DEFLEC99
 AC9043  ELLIP HEIGHT-         330.79  (meters)          (09/30/02) GPS OBS
 AC9043  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 AC9043
 AC9043  HORZ ORDER  -  FIRST
 AC9043  ELLP ORDER  -  SECOND    CLASS I
 AC9043
 AC9043.The horizontal coordinates were established by GPS observations
 AC9043.and adjusted by the National Geodetic Survey in September 2002..
 AC9043
 AC9043.The orthometric height was determined by GPS observations and a
 AC9043.high-resolution geoid model.
 AC9043
 AC9043.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9043
 AC9043.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9043
 AC9043.The ellipsoidal height was determined by GPS observations
 AC9043.and is referenced to NAD 83.
 AC9043
 AC9043.The geoid height was determined by GEOID03.
 AC9043
 AC9043;                    North         East     Units Scale Factor Converg.
 AC9043;SPC WI C     -   182,988.483   406,970.521   MT  0.99999150   -1 44 29.2
 AC9043;SPC WI C     -   600,354.71  1,335,202.45   sFT  0.99999150   -1 44 29.2
 AC9043;UTM  15      - 5,033,485.412   541,588.980   MT  0.99962127   +0 22 44.7
 AC9043
 AC9043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9043!SPC WI C     -   0.99994814  x   0.99999150  =   0.99993964
 AC9043!UTM  15      -   0.99994814  x   0.99962127  =   0.99956943
 AC9043
 AC9043                          SUPERSEDED SURVEY CONTROL
 AC9043
 AC9043  NAD 83(1991)-  45 27 13.16093(N)    092 28 05.19208(W) AD(       ) 1
 AC9043  ELLIP H (06/10/97)  330.81   (m)                       GP(       ) 2 1
 AC9043
 AC9043.Superseded values are not recommended for survey control.
 AC9043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9043.See file dsdata.txt to determine how the superseded data were derived.
 AC9043
 AC9043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4158933485(NAD 83)
 AC9043_MARKER: DD = SURVEY DISK
 AC9043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9043_STAMPING: BALSAM LAKE 100
 AC9043_MARK LOGO: NGS   
 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 - November 05, 2005
 AC9043
 AC9043  HISTORY     - Date     Condition        Report By
 AC9043  HISTORY     - 1995     MONUMENTED       WI-095
 AC9043  HISTORY     - 20051105 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0375 ***********************************************************************
 QN0375  DESIGNATION -  BALUTIS
 QN0375  PID         -  QN0375
 QN0375  STATE/COUNTY-  WI/RUSK
 QN0375  USGS QUAD   -  WEYERHAUSER (1972)
 QN0375
 QN0375                         *CURRENT SURVEY CONTROL
 QN0375  ___________________________________________________________________
 QN0375* NAD 83(1991)-  45 23 33.20818(N)    091 27 58.49278(W)     ADJUSTED  
 QN0375* NAVD 88     -       428.604  (meters)    1406.18   (feet)  ADJUSTED  
 QN0375  ___________________________________________________________________
 QN0375  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 QN0375  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 QN0375  DYNAMIC HT  -         428.581 (meters)    1406.10  (feet)  COMP
 QN0375  MODELED GRAV-     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
 QN0375.and adjusted by the National Geodetic Survey in June 1991..
 QN0375
 QN0375.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0375
 QN0375.The geoid height was determined by GEOID03.
 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;                    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     -   0.99993754  x   0.99998131  =   0.99991886
 QN0375!UTM  15      -   0.99993754  x   0.99977721  =   0.99971477
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0375.See file dsdata.txt to determine how the superseded data were derived.
 QN0375
 QN0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL2005527704(NAD 83)
 QN0375_MARKER: DS = TRIANGULATION STATION DISK
 QN0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0375_SP_SET: CONCRETE POST
 QN0375_STAMPING: BALUTIS 1934
 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 = OCTOBER  7, 2006
 QN0377 ***********************************************************************
 QN0377  DESIGNATION -  BALUTIS RM 1
 QN0377  PID         -  QN0377
 QN0377  STATE/COUNTY-  WI/RUSK
 QN0377  USGS QUAD   -  WEYERHAUSER (1972)
 QN0377
 QN0377                         *CURRENT SURVEY CONTROL
 QN0377  ___________________________________________________________________
 QN0377* NAD 83(1986)-  45 23 33.     (N)    091 28 04.     (W)     SCALED    
 QN0377* NAVD 88     -       427.461  (meters)    1402.43   (feet)  ADJUSTED  
 QN0377  ___________________________________________________________________
 QN0377  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 QN0377  DYNAMIC HT  -         427.438 (meters)    1402.35  (feet)  COMP
 QN0377  MODELED GRAV-     980,549.0   (mgal)                       NAVD 88
 QN0377
 QN0377  VERT ORDER  -  FIRST     CLASS II
 QN0377
 QN0377.The horizontal coordinates were scaled from a topographic map and have
 QN0377.an estimated accuracy of +/- 6 seconds.
 QN0377
 QN0377.The orthometric height was determined by differential leveling
 QN0377.and adjusted by the National Geodetic Survey in June 1991..
 QN0377
 QN0377.The geoid height was determined by GEOID03.
 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     -   174,300.      485,070.      MT  (+/- 180 meters Scaled)
 QN0377
 QN0377                          SUPERSEDED SURVEY CONTROL
 QN0377
 QN0377.No superseded survey control is available for this station.
 QN0377
 QN0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL199276(NAD 83)
 QN0377_MARKER: DR = REFERENCE MARK DISK
 QN0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0377_SP_SET: CONCRETE POST
 QN0377_STAMPING: BALUTIS NO 1 1934
 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 = OCTOBER  7, 2006
 QN0376 ***********************************************************************
 QN0376  DESIGNATION -  BALUTIS RM 2
 QN0376  PID         -  QN0376
 QN0376  STATE/COUNTY-  WI/RUSK
 QN0376  USGS QUAD   -  WEYERHAUSER (1972)
 QN0376
 QN0376                         *CURRENT SURVEY CONTROL
 QN0376  ___________________________________________________________________
 QN0376* NAD 83(1986)-  45 23 34.     (N)    091 28 02.     (W)     SCALED    
 QN0376* NAVD 88     -       428.284  (meters)    1405.13   (feet)  ADJUSTED  
 QN0376  ___________________________________________________________________
 QN0376  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 QN0376  DYNAMIC HT  -         428.261 (meters)    1405.05  (feet)  COMP
 QN0376  MODELED GRAV-     980,549.0   (mgal)                       NAVD 88
 QN0376
 QN0376  VERT ORDER  -  FIRST     CLASS II
 QN0376
 QN0376.The horizontal coordinates were scaled from a topographic map and have
 QN0376.an estimated accuracy of +/- 6 seconds.
 QN0376
 QN0376.The orthometric height was determined by differential leveling
 QN0376.and adjusted by the National Geodetic Survey in June 1991..
 QN0376
 QN0376.The geoid height was determined by GEOID03.
 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.      485,120.      MT  (+/- 180 meters Scaled)
 QN0376
 QN0376                          SUPERSEDED SURVEY CONTROL
 QN0376
 QN0376.No superseded survey control is available for this station.
 QN0376
 QN0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL199277(NAD 83)
 QN0376_MARKER: DR = REFERENCE MARK DISK
 QN0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0376_SP_SET: CONCRETE POST
 QN0376_STAMPING: BALUTIS NO 2 1934
 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 = OCTOBER  7, 2006
 ON1169 ***********************************************************************
 ON1169  DESIGNATION -  BANGOR
 ON1169  PID         -  ON1169
 ON1169  STATE/COUNTY-  WI/LA CROSSE
 ON1169  USGS QUAD   -  BANGOR (1983)
 ON1169
 ON1169                         *CURRENT SURVEY CONTROL
 ON1169  ___________________________________________________________________
 ON1169* NAD 83(1991)-  43 53 28.68080(N)    090 59 52.13134(W)     ADJUSTED  
 ON1169* NAVD 88     -       235.     (meters)     771.     (feet)  SCALED    
 ON1169  ___________________________________________________________________
 ON1169  LAPLACE CORR-          -7.14  (seconds)                    DEFLEC99
 ON1169  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 ON1169
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1169
 ON1169.The geoid height was determined by GEOID03.
 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     -   0.99996825  x   0.99996909  =   0.99993734
 ON1169!UTM  15      -   0.99996825  x   0.99991810  =   0.99988635
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1169.See file dsdata.txt to determine how the superseded data were derived.
 ON1169
 ON1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ6081861748(NAD 83)
 ON1169_MARKER: DS = TRIANGULATION STATION DISK
 ON1169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1169_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 ON1166 ***********************************************************************
 ON1166  DESIGNATION -  BANGOR AIRWAY BEACON
 ON1166  PID         -  ON1166
 ON1166  STATE/COUNTY-  WI/LA CROSSE
 ON1166  USGS QUAD   -  BANGOR (1983)
 ON1166
 ON1166                         *CURRENT SURVEY CONTROL
 ON1166  ___________________________________________________________________
 ON1166* NAD 83(1991)-  43 54 10.16955(N)    090 59 24.35093(W)     ADJUSTED  
 ON1166* NAVD 88     -                                                        
 ON1166  ___________________________________________________________________
 ON1166  LAPLACE CORR-          -7.14  (seconds)                    DEFLEC99
 ON1166  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 ON1166
 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
 ON1166.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1166
 ON1166.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ON1166
 ON1166  NAD 83(1991)-  43 54 10.16901(N)    090 59 24.35191(W) AD(       ) 4
 ON1166  NAD 83(1986)-  43 54 10.16440(N)    090 59 24.35620(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1166.See file dsdata.txt to determine how the superseded data were derived.
 ON1166
 ON1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ6140663043(NAD 83)
 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 = OCTOBER  7, 2006
 DH5380 ***********************************************************************
 DH5380  DESIGNATION -  BANGOR NORTH GPS
 DH5380  PID         -  DH5380
 DH5380  STATE/COUNTY-  WI/LA CROSSE
 DH5380  USGS QUAD   -  BANGOR (1983)
 DH5380
 DH5380                         *CURRENT SURVEY CONTROL
 DH5380  ___________________________________________________________________
 DH5380* NAD 83(1997)-  43 53 16.06684(N)    090 58 24.43197(W)     ADJUSTED  
 DH5380* NAVD 88     -                                                        
 DH5380  ___________________________________________________________________
 DH5380  X           -     -78,222.761 (meters)                     COMP
 DH5380  Y           -  -4,603,613.475 (meters)                     COMP
 DH5380  Z           -   4,399,259.422 (meters)                     COMP
 DH5380  LAPLACE CORR-          -7.35  (seconds)                    DEFLEC99
 DH5380  ELLIP HEIGHT-         208.22  (meters)          (08/01/05) GPS OBS
 DH5380  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 DH5380
 DH5380  HORZ ORDER  -  FIRST
 DH5380  ELLP ORDER  -  SECOND    CLASS I
 DH5380
 DH5380.The horizontal coordinates were established by GPS observations
 DH5380.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5380
 DH5380
 DH5380.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5380
 DH5380.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5380
 DH5380.The ellipsoidal height was determined by GPS observations
 DH5380.and is referenced to NAD 83.
 DH5380
 DH5380.The geoid height was determined by GEOID03.
 DH5380
 DH5380;                    North         East     Units Scale Factor Converg.
 DH5380;SPC WI S     -   210,176.857   521,780.260   MT  0.99996857   -0 40 07.9
 DH5380;SPC WI S     -   689,555.24  1,711,874.07   sFT  0.99996857   -0 40 07.9
 DH5380;UTM  15      - 4,861,406.918   662,783.833   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  =   0.99993592
 DH5380!UTM  15      -   0.99996735  x   0.99992593  =   0.99989328
 DH5380
 DH5380                          SUPERSEDED SURVEY CONTROL
 DH5380
 DH5380.No superseded survey control is available for this station.
 DH5380
 DH5380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ6278461407(NAD 83)
 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 SUITABLE FOR
 DH5380+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH5380
 DH5380  HISTORY     - Date     Condition        Report By
 DH5380  HISTORY     - 1993     MONUMENTED       WI-063
 DH5380  HISTORY     - 20030226 GOOD             WIDT
 DH5380  HISTORY     - 20051228 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5437 ***********************************************************************
 DH5437  DESIGNATION -  BANGOR NORTHEAST GPS
 DH5437  PID         -  DH5437
 DH5437  STATE/COUNTY-  WI/LA CROSSE
 DH5437  USGS QUAD   -  BANGOR (1983)
 DH5437
 DH5437                         *CURRENT SURVEY CONTROL
 DH5437  ___________________________________________________________________
 DH5437* NAD 83(1997)-  43 53 05.97108(N)    090 54 36.93901(W)     ADJUSTED  
 DH5437* NAVD 88     -                                                        
 DH5437  ___________________________________________________________________
 DH5437  X           -     -73,148.746 (meters)                     COMP
 DH5437  Y           -  -4,603,913.137 (meters)                     COMP
 DH5437  Z           -   4,399,035.038 (meters)                     COMP
 DH5437  LAPLACE CORR-          -7.36  (seconds)                    DEFLEC99
 DH5437  ELLIP HEIGHT-         208.50  (meters)          (08/01/05) GPS OBS
 DH5437  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 DH5437
 DH5437  HORZ ORDER  -  FIRST
 DH5437  ELLP ORDER  -  SECOND    CLASS I
 DH5437
 DH5437.The horizontal coordinates were established by GPS observations
 DH5437.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5437
 DH5437
 DH5437.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5437
 DH5437.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5437
 DH5437.The ellipsoidal height was determined by GPS observations
 DH5437.and is referenced to NAD 83.
 DH5437
 DH5437.The geoid height was determined by GEOID03.
 DH5437
 DH5437;                    North         East     Units Scale Factor Converg.
 DH5437;SPC WI S     -   209,807.939   526,854.346   MT  0.99996816   -0 37 31.6
 DH5437;SPC WI S     -   688,344.88  1,728,521.30   sFT  0.99996816   -0 37 31.6
 DH5437;UTM  15      - 4,861,221.901   667,867.784   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                          SUPERSEDED SURVEY CONTROL
 DH5437
 DH5437.No superseded survey control is available for this station.
 DH5437
 DH5437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ6786861222(NAD 83)
 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 - February 26, 2003
 DH5437
 DH5437  HISTORY     - Date     Condition        Report By
 DH5437  HISTORY     - 1993     MONUMENTED       WI-063
 DH5437  HISTORY     - 20030226 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0027 ***********************************************************************
 PN0027  DESIGNATION -  BANK
 PN0027  PID         -  PN0027
 PN0027  STATE/COUNTY-  WI/BROWN
 PN0027  USGS QUAD   -  ONEIDA NORTH (1992)
 PN0027
 PN0027                         *CURRENT SURVEY CONTROL
 PN0027  ___________________________________________________________________
 PN0027* NAD 83(1991)-  44 34 57.74317(N)    088 07 38.50059(W)     ADJUSTED  
 PN0027* NAVD 88     -       222.080  (meters)     728.61   (feet)  ADJUSTED  
 PN0027  ___________________________________________________________________
 PN0027  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 PN0027  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PN0027  DYNAMIC HT  -         222.054 (meters)     728.52  (feet)  COMP
 PN0027  MODELED GRAV-     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
 PN0027.and adjusted by the National Geodetic Survey in June 1991..
 PN0027
 PN0027.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0027
 PN0027.The geoid height was determined by GEOID03.
 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;                    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     -   0.99997085  x   0.99995375  =   0.99992461
 PN0027!UTM  16      -   0.99997085  x   0.99969850  =   0.99966936
 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  NGVD 29 (??/??/92)  222.113  (m)          728.72   (f) ADJ UNCH    1 2
 PN0027
 PN0027.Superseded values are not recommended for survey control.
 PN0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0027.See file dsdata.txt to determine how the superseded data were derived.
 PN0027
 PN0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1050437214(NAD 83)
 PN0027_MARKER: DB = BENCH MARK DISK
 PN0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0027_STAMPING: BANK
 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             NGS
 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 NATIONAL 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 = OCTOBER  7, 2006
 NH1013 ***********************************************************************
 NH1013  DESIGNATION -  BANK
 NH1013  PID         -  NH1013
 NH1013  STATE/COUNTY-  WI/WALWORTH
 NH1013  USGS QUAD   -  SPRINGFIELD (1976)
 NH1013
 NH1013                         *CURRENT SURVEY CONTROL
 NH1013  ___________________________________________________________________
 NH1013* NAD 83(1991)-  42 38 18.31728(N)    088 27 11.77612(W)     ADJUSTED  
 NH1013* NAVD 88     -       293.     (meters)     961.     (feet)  SCALED    
 NH1013  ___________________________________________________________________
 NH1013  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 NH1013  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 NH1013
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1013
 NH1013.The geoid height was determined by GEOID03.
 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     -   0.99995940  x   1.00002049  =   0.99997989
 NH1013!UTM  16      -   0.99995940  x   0.99977465  =   0.99973406
 NH1013
 NH1013:                Primary Azimuth Mark                     Grid Az
 NH1013:SPC WI S     -  WHISTLE                                  105 16 04.3
 NH1013:UTM  16      -  WHISTLE                                  107 18 54.5
 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
 NH1013.Superseded values are not recommended for survey control.
 NH1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1013.See file dsdata.txt to determine how the superseded data were derived.
 NH1013
 NH1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8085321687(NAD 83)
 NH1013_MARKER: N = NAIL
 NH1013_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  7, 2006
 QN0585 ***********************************************************************
 QN0585  DESIGNATION -  BANK
 QN0585  PID         -  QN0585
 QN0585  STATE/COUNTY-  WI/WASHBURN
 QN0585  USGS QUAD   -  SPOONER LAKE (1982)
 QN0585
 QN0585                         *CURRENT SURVEY CONTROL
 QN0585  ___________________________________________________________________
 QN0585* NAD 83(1991)-  45 46 44.91954(N)    091 52 06.99501(W)     ADJUSTED  
 QN0585* NAVD 88     -       392.     (meters)    1286.     (feet)  SCALED    
 QN0585  ___________________________________________________________________
 QN0585  LAPLACE CORR-          -9.82  (seconds)                    DEFLEC99
 QN0585  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 QN0585
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0585
 QN0585.The geoid height was determined by GEOID03.
 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     -   0.99994309  x   0.99996822  =   0.99991132
 QN0585!UTM  15      -   0.99994309  x   0.99969510  =   0.99963821
 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 3243825.3 |
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0585.See file dsdata.txt to determine how the superseded data were derived.
 QN0585
 QN0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL8795470132(NAD 83)
 QN0585_MARKER: DS = TRIANGULATION STATION DISK
 QN0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 PN1089 ***********************************************************************
 PN1089  DESIGNATION -  BANK 1926
 PN1089  PID         -  PN1089
 PN1089  STATE/COUNTY-  WI/PORTAGE
 PN1089  USGS QUAD   -  ARNOTT (1969)
 PN1089
 PN1089                         *CURRENT SURVEY CONTROL
 PN1089  ___________________________________________________________________
 PN1089* NAD 83(1991)-  44 27 36.93347(N)    089 24 47.24764(W)     ADJUSTED  
 PN1089* NAVD 88     -       366.     (meters)    1201.     (feet)  SCALED    
 PN1089  ___________________________________________________________________
 PN1089  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 PN1089  GEOID HEIGHT-         -35.94  (meters)                     GEOID03
 PN1089
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1089
 PN1089.The geoid height was determined by GEOID03.
 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     -   0.99994825  x   0.99996689  =   0.99991514
 PN1089!UTM  16      -   0.99994825  x   1.00005322  =   1.00000147
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1089.See file dsdata.txt to determine how the superseded data were derived.
 PN1089
 PN1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ0803125827(NAD 83)
 PN1089_MARKER: DS = TRIANGULATION STATION DISK
 PN1089_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  7, 2006
 AF9923 ***********************************************************************
 AF9923  DESIGNATION -  BANK AZ MK
 AF9923  PID         -  AF9923
 AF9923  STATE/COUNTY-  WI/WASHBURN
 AF9923  USGS QUAD   -  SPOONER (1982)
 AF9923
 AF9923                         *CURRENT SURVEY CONTROL
 AF9923  ___________________________________________________________________
 AF9923* NAD 83(1997)-  45 47 09.37266(N)    091 52 31.80340(W)     ADJUSTED  
 AF9923* NAVD 88     -       357.4    (meters)    1173.     (feet)  GPS OBS   
 AF9923  ___________________________________________________________________
 AF9923  X           -    -145,823.173 (meters)                     COMP
 AF9923  Y           -  -4,453,246.512 (meters)                     COMP
 AF9923  Z           -   4,548,922.981 (meters)                     COMP
 AF9923  LAPLACE CORR-         -10.33  (seconds)                    DEFLEC99
 AF9923  ELLIP HEIGHT-         328.36  (meters)          (12/26/02) GPS OBS
 AF9923  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 AF9923
 AF9923  HORZ ORDER  -  FIRST
 AF9923  ELLP ORDER  -  THIRD     CLASS II
 AF9923
 AF9923.The horizontal coordinates were established by GPS observations
 AF9923.and adjusted by the National Geodetic Survey in December 2002..
 AF9923
 AF9923.The orthometric height was determined by GPS observations and a
 AF9923.high-resolution geoid model.
 AF9923
 AF9923.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9923
 AF9923.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9923
 AF9923.The ellipsoidal height was determined by GPS observations
 AF9923.and is referenced to NAD 83.
 AF9923
 AF9923.The geoid height was determined by GEOID03.
 AF9923
 AF9923;                    North         East     Units Scale Factor Converg.
 AF9923;SPC WI N     -    70,549.656   454,176.580   MT  0.99996743   -1 21 10.6
 AF9923;SPC WI N     -   231,461.66  1,490,077.66   sFT  0.99996743   -1 21 10.6
 AF9923;UTM  15      - 5,070,878.871   587,407.584   MT  0.99969393   +0 48 21.7
 AF9923
 AF9923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9923!SPC WI N     -   0.99994852  x   0.99996743  =   0.99991596
 AF9923!UTM  15      -   0.99994852  x   0.99969393  =   0.99964247
 AF9923
 AF9923                          SUPERSEDED SURVEY CONTROL
 AF9923
 AF9923  NAD 83(1991)-  45 47 09.37222(N)    091 52 31.80129(W) AD(       ) 1
 AF9923  ELLIP H (04/30/98)  328.39   (m)                       GP(       ) 3 2
 AF9923
 AF9923.Superseded values are not recommended for survey control.
 AF9923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9923.See file dsdata.txt to determine how the superseded data were derived.
 AF9923
 AF9923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL8740870879(NAD 83)
 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
 AF9923  HISTORY     - Date     Condition        Report By
 AF9923  HISTORY     - 1934     MONUMENTED       CGS
 AF9923  HISTORY     - 20040622 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG9058 ***********************************************************************
 DG9058  DESIGNATION -  BANKS LAKE
 DG9058  PID         -  DG9058
 DG9058  STATE/COUNTY-  WI/WASHBURN
 DG9058  USGS QUAD   -  HORSESHOE LAKE (1982)
 DG9058
 DG9058                         *CURRENT SURVEY CONTROL
 DG9058  ___________________________________________________________________
 DG9058* NAD 83(1997)-  46 05 07.00184(N)    091 58 15.06542(W)     ADJUSTED  
 DG9058* NAVD 88     -       309.3    (meters)    1015.     (feet)  GPS OBS   
 DG9058  ___________________________________________________________________
 DG9058  X           -    -152,410.626 (meters)                     COMP
 DG9058  Y           -  -4,429,070.974 (meters)                     COMP
 DG9058  Z           -   4,572,030.449 (meters)                     COMP
 DG9058  LAPLACE CORR-          -6.21  (seconds)                    DEFLEC99
 DG9058  ELLIP HEIGHT-         282.37  (meters)          (01/24/05) GPS OBS
 DG9058  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 DG9058
 DG9058  HORZ ORDER  -  FIRST
 DG9058  ELLP ORDER  -  FOURTH    CLASS I
 DG9058
 DG9058.The horizontal coordinates were established by GPS observations
 DG9058.and adjusted by the WOOLPERT CONSULTANTS in January 2005..
 DG9058
 DG9058.The orthometric height was determined by GPS observations and a
 DG9058.high-resolution geoid model.
 DG9058
 DG9058.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9058
 DG9058.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9058
 DG9058.The ellipsoidal height was determined by GPS observations
 DG9058.and is referenced to NAD 83.
 DG9058
 DG9058.The geoid height was determined by GEOID03.
 DG9058
 DG9058;                    North         East     Units Scale Factor Converg.
 DG9058;SPC WI N     -   103,989.233   447,589.867   MT  0.99994638   -1 25 18.2
 DG9058;SPC WI N     -   341,171.34  1,468,467.76   sFT  0.99994638   -1 25 18.2
 DG9058;UTM  15      - 5,104,037.364   579,566.680   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  =   0.99990212
 DG9058!UTM  15      -   0.99995574  x   0.99967782  =   0.99963357
 DG9058
 DG9058                          SUPERSEDED SURVEY CONTROL
 DG9058
 DG9058.No superseded survey control is available for this station.
 DG9058
 DG9058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM7956704037(NAD 83)
 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 - December 06, 2004
 DG9058
 DG9058  HISTORY     - Date     Condition        Report By
 DG9058  HISTORY     - UNK      MONUMENTED       WI-129
 DG9058  HISTORY     - 20041206 GOOD             WOOLPT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON1170 ***********************************************************************
 ON1170  DESIGNATION -  BANNER
 ON1170  PID         -  ON1170
 ON1170  STATE/COUNTY-  WI/LA CROSSE
 ON1170  USGS QUAD   -  BANGOR (1983)
 ON1170
 ON1170                         *CURRENT SURVEY CONTROL
 ON1170  ___________________________________________________________________
 ON1170* NAD 83(1991)-  43 53 33.04419(N)    090 57 55.33358(W)     ADJUSTED  
 ON1170* NAVD 88     -       229.     (meters)     751.     (feet)  SCALED    
 ON1170  ___________________________________________________________________
 ON1170  LAPLACE CORR-          -7.34  (seconds)                    DEFLEC99
 ON1170  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 ON1170
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1170
 ON1170.The geoid height was determined by GEOID03.
 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     -   0.99996920  x   0.99996928  =   0.99993848
 ON1170!UTM  15      -   0.99996920  x   0.99992848  =   0.99989768
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1170.See file dsdata.txt to determine how the superseded data were derived.
 ON1170
 ON1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ6342061947(NAD 83)
 ON1170_MARKER: DS = TRIANGULATION STATION DISK
 ON1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1170_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 PN0673 ***********************************************************************
 PN0673  DESIGNATION -  BANTA USLS
 PN0673  PID         -  PN0673
 PN0673  STATE/COUNTY-  WI/WINNEBAGO
 PN0673  USGS QUAD   -  NEENAH (1992)
 PN0673
 PN0673                         *CURRENT SURVEY CONTROL
 PN0673  ___________________________________________________________________
 PN0673* NAD 83(1986)-  44 12 30.     (N)    088 27 06.     (W)     SCALED    
 PN0673* NAVD 88     -       231.178  (meters)     758.46   (feet)  ADJUSTED  
 PN0673  ___________________________________________________________________
 PN0673  GEOID HEIGHT-         -36.30  (meters)                     GEOID03
 PN0673  DYNAMIC HT  -         231.138 (meters)     758.33  (feet)  COMP
 PN0673  MODELED GRAV-     980,439.6   (mgal)                       NAVD 88
 PN0673
 PN0673  VERT ORDER  -  FIRST     CLASS 0
 PN0673
 PN0673.The horizontal coordinates were scaled from a topographic map and have
 PN0673.an estimated accuracy of +/- 6 seconds.
 PN0673
 PN0673.The orthometric height was determined by differential leveling
 PN0673.and adjusted by the National Geodetic Survey in June 1991..
 PN0673
 PN0673.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 PN0673
 PN0673.No superseded survey control is available for this station.
 PN0673
 PN0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP840960(NAD 83)
 PN0673_MARKER: I = METAL ROD
 PN0673_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PN0673_SP_SET: COPPER-CLAD STEEL ROD
 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 = OCTOBER  7, 2006
 OM0485 ***********************************************************************
 OM0485  DESIGNATION -  BARABOO
 OM0485  PID         -  OM0485
 OM0485  STATE/COUNTY-  WI/SAUK
 OM0485  USGS QUAD   -  BARABOO (1981)
 OM0485
 OM0485                         *CURRENT SURVEY CONTROL
 OM0485  ___________________________________________________________________
 OM0485* NAD 83(1986)-  43 28 01.     (N)    089 44 32.     (W)     SCALED    
 OM0485* NAVD 88     -       254.297  (meters)     834.31   (feet)  ADJUSTED  
 OM0485  ___________________________________________________________________
 OM0485  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 OM0485  DYNAMIC HT  -         254.228 (meters)     834.08  (feet)  COMP
 OM0485  MODELED GRAV-     980,345.5   (mgal)                       NAVD 88
 OM0485
 OM0485  VERT ORDER  -  SECOND    CLASS 0
 OM0485
 OM0485.The horizontal coordinates were scaled from a topographic map and have
 OM0485.an estimated accuracy of +/- 6 seconds.
 OM0485
 OM0485.The orthometric height was determined by differential leveling
 OM0485.and adjusted by the National Geodetic Survey in June 1991..
 OM0485
 OM0485.The geoid height was determined by GEOID03.
 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     -   163,000.      620,860.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0485.See file dsdata.txt to determine how the superseded data were derived.
 OM0485
 OM0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP781163(NAD 83)
 OM0485_MARKER: DB = BENCH MARK DISK
 OM0485_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OM0485_SP_SET: WALL
 OM0485_STAMPING: BARABOO-1934
 OM0485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  7, 2006
 OM1217 ***********************************************************************
 OM1217  DESIGNATION -  BARABOO
 OM1217  PID         -  OM1217
 OM1217  STATE/COUNTY-  WI/SAUK
 OM1217  USGS QUAD   -  BARABOO (1981)
 OM1217
 OM1217                         *CURRENT SURVEY CONTROL
 OM1217  ___________________________________________________________________
 OM1217* NAD 83(1991)-  43 28 38.03445(N)    089 44 42.57672(W)     ADJUSTED  
 OM1217* NAVD 88     -       310.     (meters)    1017.     (feet)  SCALED    
 OM1217  ___________________________________________________________________
 OM1217  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 OM1217  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 OM1217
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1217
 OM1217.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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 1935               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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1217.See file dsdata.txt to determine how the superseded data were derived.
 OM1217
 OM1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7798117474(NAD 83)
 OM1217_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  7, 2006
 OM1135 ***********************************************************************
 OM1135  DESIGNATION -  BARABOO FIRST PRESB CH SPIRE
 OM1135  PID         -  OM1135
 OM1135  STATE/COUNTY-  WI/SAUK
 OM1135  USGS QUAD   -  BARABOO (1981)
 OM1135
 OM1135                         *CURRENT SURVEY CONTROL
 OM1135  ___________________________________________________________________
 OM1135* NAD 83(1991)-  43 28 11.21315(N)    089 44 25.89823(W)     ADJUSTED  
 OM1135* NAVD 88     -                                                        
 OM1135  ___________________________________________________________________
 OM1135  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 OM1135  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 OM1135
 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
 OM1135.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1135
 OM1135.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 OM1135
 OM1135  NAD 83(1986)-  43 28 11.20586(N)    089 44 25.90360(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1135.See file dsdata.txt to determine how the superseded data were derived.
 OM1135
 OM1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7832916634(NAD 83)
 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 = OCTOBER  7, 2006
 DH5697 ***********************************************************************
 DH5697  DESIGNATION -  BARABOO GPS
 DH5697  PID         -  DH5697
 DH5697  STATE/COUNTY-  WI/SAUK
 DH5697  USGS QUAD   -  NORTH FREEDOM (1975)
 DH5697
 DH5697                         *CURRENT SURVEY CONTROL
 DH5697  ___________________________________________________________________
 DH5697* NAD 83(1997)-  43 28 03.34273(N)    089 46 18.75237(W)     ADJUSTED  
 DH5697* NAVD 88     -                                                        
 DH5697  ___________________________________________________________________
 DH5697  X           -      18,460.483 (meters)                     COMP
 DH5697  Y           -  -4,636,516.146 (meters)                     COMP
 DH5697  Z           -   4,365,523.060 (meters)                     COMP
 DH5697  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 DH5697  ELLIP HEIGHT-         252.23  (meters)          (08/01/05) GPS OBS
 DH5697  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 DH5697
 DH5697  HORZ ORDER  -  FIRST
 DH5697  ELLP ORDER  -  SECOND    CLASS I
 DH5697
 DH5697.The horizontal coordinates were established by GPS observations
 DH5697.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5697
 DH5697
 DH5697.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5697
 DH5697.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5697
 DH5697.The ellipsoidal height was determined by GPS observations
 DH5697.and is referenced to NAD 83.
 DH5697
 DH5697.The geoid height was determined by GEOID03.
 DH5697
 DH5697;                    North         East     Units Scale Factor Converg.
 DH5697;SPC WI S     -   163,061.192   618,458.547   MT  0.99993322   +0 09 24.3
 DH5697;SPC WI S     -   534,976.59  2,029,059.42   sFT  0.99993322   +0 09 24.3
 DH5697;UTM  16      - 4,816,475.201   275,784.956   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  =   0.99989367
 DH5697!UTM  16      -   0.99996045  x   1.00021843  =   1.00017887
 DH5697
 DH5697                          SUPERSEDED SURVEY CONTROL
 DH5697
 DH5697.No superseded survey control is available for this station.
 DH5697
 DH5697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7578516475(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5697+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH5697
 DH5697  HISTORY     - Date     Condition        Report By
 DH5697  HISTORY     - 2004     MONUMENTED       WIDT
 DH5697  HISTORY     - 20051228 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5391 ***********************************************************************
 DH5391  DESIGNATION -  BARABOO N GPS
 DH5391  PID         -  DH5391
 DH5391  STATE/COUNTY-  WI/SAUK
 DH5391  USGS QUAD   -  NORTH FREEDOM (1975)
 DH5391
 DH5391                         *CURRENT SURVEY CONTROL
 DH5391  ___________________________________________________________________
 DH5391* NAD 83(1997)-  43 26 56.33698(N)    089 48 31.09395(W)     ADJUSTED  
 DH5391* NAVD 88     -                                                        
 DH5391  ___________________________________________________________________
 DH5391  X           -      15,490.415 (meters)                     COMP
 DH5391  Y           -  -4,637,955.345 (meters)                     COMP
 DH5391  Z           -   4,364,027.552 (meters)                     COMP
 DH5391  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 DH5391  ELLIP HEIGHT-         260.36  (meters)          (08/01/05) GPS OBS
 DH5391  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 DH5391
 DH5391  HORZ ORDER  -  FIRST
 DH5391  ELLP ORDER  -  SECOND    CLASS I
 DH5391
 DH5391.The horizontal coordinates were established by GPS observations
 DH5391.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5391
 DH5391
 DH5391.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5391
 DH5391.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5391
 DH5391.The ellipsoidal height was determined by GPS observations
 DH5391.and is referenced to NAD 83.
 DH5391
 DH5391.The geoid height was determined by GEOID03.
 DH5391
 DH5391;                    North         East     Units Scale Factor Converg.
 DH5391;SPC WI S     -   160,985.951   615,488.759   MT  0.99993289   +0 07 53.3
 DH5391;SPC WI S     -   528,168.07  2,019,316.04   sFT  0.99993289   +0 07 53.3
 DH5391;UTM  16      - 4,814,507.695   272,741.455   MT  1.00023533   -1 55 56.5
 DH5391
 DH5391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5391!SPC WI S     -   0.99995917  x   0.99993289  =   0.99989207
 DH5391!UTM  16      -   0.99995917  x   1.00023533  =   1.00019449
 DH5391
 DH5391                          SUPERSEDED SURVEY CONTROL
 DH5391
 DH5391.No superseded survey control is available for this station.
 DH5391
 DH5391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7274114508(NAD 83)
 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 - 2004
 DH5391
 DH5391  HISTORY     - Date     Condition        Report By
 DH5391  HISTORY     - 2004     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1137 ***********************************************************************
 OM1137  DESIGNATION -  BARABOO SAUK CO CTHSE TWR
 OM1137  PID         -  OM1137
 OM1137  STATE/COUNTY-  WI/SAUK
 OM1137  USGS QUAD   -  BARABOO (1981)
 OM1137
 OM1137                         *CURRENT SURVEY CONTROL
 OM1137  ___________________________________________________________________
 OM1137* NAD 83(1991)-  43 28 13.40384(N)    089 44 36.12678(W)     ADJUSTED  
 OM1137* NAVD 88     -                                                        
 OM1137  ___________________________________________________________________
 OM1137  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 OM1137  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 OM1137
 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
 OM1137.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1137
 OM1137.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 OM1137
 OM1137  NAD 83(1986)-  43 28 13.39667(N)    089 44 36.13213(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1137.See file dsdata.txt to determine how the superseded data were derived.
 OM1137
 OM1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7810116709(NAD 83)
 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 = OCTOBER  7, 2006
 OM1138 ***********************************************************************
 OM1138  DESIGNATION -  BARABOO STANDPIPE 1935
 OM1138  PID         -  OM1138
 OM1138  STATE/COUNTY-  WI/SAUK
 OM1138  USGS QUAD   -  BARABOO (1981)
 OM1138
 OM1138                         *CURRENT SURVEY CONTROL
 OM1138  ___________________________________________________________________
 OM1138* NAD 83(1991)-  43 28 38.00741(N)    089 44 44.74778(W)     ADJUSTED  
 OM1138* NAVD 88     -       350.     (meters)    1148.     (feet)  SCALED    
 OM1138  ___________________________________________________________________
 OM1138  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 OM1138  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 OM1138
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1138
 OM1138.The geoid height was determined by GEOID03.
 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  =   1.00015726
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1138.See file dsdata.txt to determine how the superseded data were derived.
 OM1138
 OM1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7793317475(NAD 83)
 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 = OCTOBER  7, 2006
 OM1265 ***********************************************************************
 OM1265  DESIGNATION -  BARAPORT
 OM1265  PID         -  OM1265
 OM1265  STATE/COUNTY-  WI/SAUK
 OM1265  USGS QUAD   -  WISCONSIN DELLS SOUTH (1975)
 OM1265
 OM1265                         *CURRENT SURVEY CONTROL
 OM1265  ___________________________________________________________________
 OM1265* NAD 83(1997)-  43 31 44.21224(N)    089 46 12.84501(W)     ADJUSTED  
 OM1265* NAVD 88     -       293.9    (meters)     964.     (feet)  VERTCON   
 OM1265  ___________________________________________________________________
 OM1265  X           -      18,574.474 (meters)                     COMP
 OM1265  Y           -  -4,631,828.123 (meters)                     COMP
 OM1265  Z           -   4,370,472.254 (meters)                     COMP
 OM1265  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 OM1265  ELLIP HEIGHT-         258.61  (meters)          (08/01/05) GPS OBS
 OM1265  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 OM1265
 OM1265  HORZ ORDER  -  FIRST
 OM1265  ELLP ORDER  -  SECOND    CLASS I
 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 WI DEPT OF TRANSP in August 2005..
 OM1265
 OM1265.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM1265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM1265
 OM1265.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1265
 OM1265.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1265
 OM1265.The ellipsoidal height was determined by GPS observations
 OM1265.and is referenced to NAD 83.
 OM1265
 OM1265.The geoid height was determined by GEOID03.
 OM1265
 OM1265;                    North         East     Units Scale Factor Converg.
 OM1265;SPC WI S     -   169,877.510   618,572.542   MT  0.99993502   +0 09 28.3
 OM1265;SPC WI S     -   557,339.80  2,029,433.41   sFT  0.99993502   +0 09 28.3
 OM1265;UTM  16      - 4,823,284.911   276,144.653   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  =   0.99989447
 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 01.5
 OM1265:UTM  16      -  BARAPORT AZ MK                           190 40 01.2
 OM1265
 OM1265|---------------------------------------------------------------------|
 OM1265| PID    Reference Object                     Distance      Geod. Az  |
 OM1265|                                                           dddmmss.s |
 OM1265| OM1266 BARAPORT AZ MK                      APPROX. 0.6 KM 1884529.8 |
 OM1265|---------------------------------------------------------------------|
 OM1265
 OM1265                          SUPERSEDED SURVEY CONTROL
 OM1265
 OM1265  NAD 83(1997)-  43 31 44.21226(N)    089 46 12.84545(W) AD(       ) 1
 OM1265  ELLIP H (09/30/02)  258.63   (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)  258.79   (m)                       GP(       ) 4 1
 OM1265  NGVD 29 (08/19/91)  293.9    (m)          964.     (f) GPS OBS        
 OM1265
 OM1265.Superseded values are not recommended for survey control.
 OM1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1265.See file dsdata.txt to determine how the superseded data were derived.
 OM1265
 OM1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7614523285(NAD 83)
 OM1265_MARKER: DH = HORIZONTAL CONTROL DISK
 OM1265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1265_SP_SET: CONCRETE POST
 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 - December 28, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1266 ***********************************************************************
 OM1266  PACS        -  This is a Primary Airport Control Station.
 OM1266  DESIGNATION -  BARAPORT AZ MK
 OM1266  PID         -  OM1266
 OM1266  STATE/COUNTY-  WI/SAUK
 OM1266  USGS QUAD   -  WISCONSIN DELLS SOUTH (1975)
 OM1266
 OM1266                         *CURRENT SURVEY CONTROL
 OM1266  ___________________________________________________________________
 OM1266* NAD 83(1997)-  43 31 26.50738(N)    089 46 16.59357(W)     ADJUSTED  
 OM1266* NAVD 88     -       296.50   (meters)     972.8    (feet)  GPS OBS   
 OM1266  ___________________________________________________________________
 OM1266  X           -      18,491.807 (meters)                     COMP
 OM1266  Y           -  -4,632,206.690 (meters)                     COMP
 OM1266  Z           -   4,370,077.881 (meters)                     COMP
 OM1266  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 OM1266  ELLIP HEIGHT-         261.25  (meters)          (04/28/99) GPS OBS
 OM1266  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 OM1266
 OM1266  HORZ ORDER  -  A
 OM1266  ELLP ORDER  -  THIRD     CLASS I
 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 April 1999..
 OM1266
 OM1266.The orthometric height was determined by GPS observations and a
 OM1266.high-resolution geoid model.
 OM1266
 OM1266.GPS derived orthometric heights for airport stations designated as
 OM1266.PACS or SACS are published to 2 decimal places.  This maintains
 OM1266.centimeter relative accuracy between the PACS and SACS.  It does
 OM1266.not indicate centimeter accuracy relative to other marks which are
 OM1266.part of the NAVD 88 network.
 OM1266
 OM1266.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1266
 OM1266.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1266
 OM1266.The ellipsoidal height was determined by GPS observations
 OM1266.and is referenced to NAD 83.
 OM1266
 OM1266.The geoid height was determined by GEOID03.
 OM1266
 OM1266;                    North         East     Units Scale Factor Converg.
 OM1266;SPC WI S     -   169,330.909   618,489.872   MT  0.99993484   +0 09 25.8
 OM1266;SPC WI S     -   555,546.49  2,029,162.19   sFT  0.99993484   +0 09 25.8
 OM1266;UTM  16      - 4,822,741.494   276,042.298   MT  1.00021700   -1 54 33.3
 OM1266
 OM1266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1266!SPC WI S     -   0.99995903  x   0.99993484  =   0.99989388
 OM1266!UTM  16      -   0.99995903  x   1.00021700  =   1.00017603
 OM1266
 OM1266:                Primary Azimuth Mark                     Grid Az
 OM1266:SPC WI S     -  BARAPORT                                 008 36 01.4
 OM1266:UTM  16      -  BARAPORT                                 010 40 00.5
 OM1266
 OM1266|---------------------------------------------------------------------|
 OM1266| PID    Reference Object                     Distance      Geod. Az  |
 OM1266|                                                           dddmmss.s |
 OM1266| OM1265 BARAPORT                            APPROX. 0.6 KM 0084527.2 |
 OM1266|---------------------------------------------------------------------|
 OM1266
 OM1266                          SUPERSEDED SURVEY CONTROL
 OM1266
 OM1266  NAD 83(1991)-  43 31 26.50624(N)    089 46 16.59391(W) AD(       ) 1
 OM1266  ELLIP H (08/19/91)  261.40   (m)                       GP(       ) 4 1
 OM1266  NGVD 29 (08/19/91)  296.6    (m)          973.     (f) GPS OBS        
 OM1266
 OM1266.Superseded values are not recommended for survey control.
 OM1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1266.See file dsdata.txt to determine how the superseded data were derived.
 OM1266
 OM1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7604222741(NAD 83)
 OM1266_MARKER: DZ = AZIMUTH MARK DISK
 OM1266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1266_SP_SET: CONCRETE POST
 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 - 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0949 ***********************************************************************
 PN0949  DESIGNATION -  BARBER 1926
 PN0949  PID         -  PN0949
 PN0949  STATE/COUNTY-  WI/OUTAGAMIE
 PN0949  USGS QUAD   -  NEW LONDON (1992)
 PN0949
 PN0949                         *CURRENT SURVEY CONTROL
 PN0949  ___________________________________________________________________
 PN0949* NAD 83(1991)-  44 25 15.41038(N)    088 40 03.52993(W)     ADJUSTED  
 PN0949* NAVD 88     -       233.     (meters)     764.     (feet)  SCALED    
 PN0949  ___________________________________________________________________
 PN0949  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 PN0949  GEOID HEIGHT-         -36.35  (meters)                     GEOID03
 PN0949
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0949
 PN0949.The geoid height was determined by GEOID03.
 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     -   0.99996917  x   0.99997207  =   0.99994124
 PN0949!UTM  16      -   0.99996917  x   0.99981673  =   0.99978591
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0949.See file dsdata.txt to determine how the superseded data were derived.
 PN0949
 PN0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6724619981(NAD 83)
 PN0949_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PN0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0949_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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     SEE DESCRIPTION  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 = OCTOBER  7, 2006
 RM0795 ***********************************************************************
 RM0795  DESIGNATION -  BARK
 RM0795  PID         -  RM0795
 RM0795  STATE/COUNTY-  WI/BAYFIELD
 RM0795  USGS QUAD   -  BARK BAY (1964)
 RM0795
 RM0795                         *CURRENT SURVEY CONTROL
 RM0795  ___________________________________________________________________
 RM0795* NAD 83(1991)-  46 53 08.43158(N)    091 10 50.61075(W)     ADJUSTED  
 RM0795* NAVD 88     -       186.     (meters)     610.     (feet)  SCALED    
 RM0795  ___________________________________________________________________
 RM0795  LAPLACE CORR-          -5.83  (seconds)                    DEFLEC99
 RM0795  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 RM0795
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0795
 RM0795.The geoid height was determined by GEOID03.
 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  =   0.99981182
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0795.See file dsdata.txt to determine how the superseded data were derived.
 RM0795
 RM0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM3860594066(NAD 83)
 RM0795_MARKER: DS = TRIANGULATION STATION DISK
 RM0795_SETTING: 66 = SET IN ROCK OUTCROP
 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 = OCTOBER  7, 2006
 QN0527 ***********************************************************************
 QN0527  DESIGNATION -  BARKER
 QN0527  PID         -  QN0527
 QN0527  STATE/COUNTY-  WI/SAWYER
 QN0527  USGS QUAD   -  BARKER LAKE (1972)
 QN0527
 QN0527                         *CURRENT SURVEY CONTROL
 QN0527  ___________________________________________________________________
 QN0527* NAD 83(1991)-  45 55 29.92630(N)    091 04 36.11287(W)     ADJUSTED  
 QN0527* NAVD 88     -       413.     (meters)    1355.     (feet)  SCALED    
 QN0527  ___________________________________________________________________
 QN0527  LAPLACE CORR-          -4.32  (seconds)                    DEFLEC99
 QN0527  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 QN0527
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0527
 QN0527.The geoid height was determined by GEOID03.
 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     -   0.99993992  x   0.99995428  =   0.99989420
 QN0527!UTM  15      -   0.99993992  x   0.99987340  =   0.99981333
 QN0527
 QN0527:                Primary Azimuth Mark                     Grid Az
 QN0527:SPC WI N     -  BARKER AZ MK                             127 51 11.3
 QN0527:UTM  15      -  BARKER AZ MK                             125 41 40.0
 QN0527
 QN0527|---------------------------------------------------------------------|
 QN0527| PID    Reference Object                     Distance      Geod. Az  |
 QN0527|                                                           dddmmss.s |
 QN0527| CJ4220 BARKER AZ MK                                       1270435.2 |
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0527.See file dsdata.txt to determine how the superseded data were derived.
 QN0527
 QN0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL4912687511(NAD 83)
 QN0527_MARKER: DS = TRIANGULATION STATION DISK
 QN0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 AB8525 ***********************************************************************
 AB8525  DESIGNATION -  BARKER
 AB8525  PID         -  AB8525
 AB8525  STATE/COUNTY-  WI/BURNETT
 AB8525  USGS QUAD   -  FROG LAKE (1983)
 AB8525
 AB8525                         *CURRENT SURVEY CONTROL
 AB8525  ___________________________________________________________________
 AB8525* NAD 83(1997)-  46 04 17.88162(N)    092 03 54.01210(W)     ADJUSTED  
 AB8525* NAVD 88     -       286.4    (meters)     940.     (feet)  GPS OBS   
 AB8525  ___________________________________________________________________
 AB8525  X           -    -159,727.328 (meters)                     COMP
 AB8525  Y           -  -4,429,890.549 (meters)                     COMP
 AB8525  Z           -   4,570,962.004 (meters)                     COMP
 AB8525  LAPLACE CORR-          -6.03  (seconds)                    DEFLEC99
 AB8525  ELLIP HEIGHT-         259.66  (meters)          (01/30/03) GPS OBS
 AB8525  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 AB8525
 AB8525  HORZ ORDER  -  FIRST
 AB8525  ELLP ORDER  -  FOURTH    CLASS I
 AB8525
 AB8525.The horizontal coordinates were established by GPS observations
 AB8525.and adjusted by the National Geodetic Survey in January 2003..
 AB8525
 AB8525.The orthometric height was determined by GPS observations and a
 AB8525.high-resolution geoid model.
 AB8525
 AB8525.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8525
 AB8525.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8525
 AB8525.The ellipsoidal height was determined by GPS observations
 AB8525.and is referenced to NAD 83.
 AB8525
 AB8525.The geoid height was determined by GEOID03.
 AB8525
 AB8525;                    North         East     Units Scale Factor Converg.
 AB8525;SPC WI N     -   102,658.182   440,271.083   MT  0.99994675   -1 29 22.7
 AB8525;SPC WI N     -   336,804.39  1,444,456.04   sFT  0.99994675   -1 29 22.7
 AB8525;UTM  15      - 5,102,431.464   572,305.352   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  =   0.99962358
 AB8525
 AB8525                          SUPERSEDED SURVEY CONTROL
 AB8525
 AB8525  NAD 83(1991)-  46 04 17.88139(N)    092 03 54.00982(W) AD(       ) 1
 AB8525  ELLIP H (12/09/96)  259.69   (m)                       GP(       ) 4 1
 AB8525
 AB8525.Superseded values are not recommended for survey control.
 AB8525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8525.See file dsdata.txt to determine how the superseded data were derived.
 AB8525
 AB8525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM7230502431(NAD 83)
 AB8525_MARKER: DD = SURVEY DISK
 AB8525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8525_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8525+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB8525
 AB8525  HISTORY     - Date     Condition        Report By
 AB8525  HISTORY     - 1993     MONUMENTED       WI-013
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0952 ***********************************************************************
 PN0952  DESIGNATION -  BARKER 1926
 PN0952  PID         -  PN0952
 PN0952  STATE/COUNTY-  WI/OUTAGAMIE
 PN0952  USGS QUAD   -  NEW LONDON (1992)
 PN0952
 PN0952                         *CURRENT SURVEY CONTROL
 PN0952  ___________________________________________________________________
 PN0952* NAD 83(1991)-  44 24 08.84061(N)    088 43 29.52426(W)     ADJUSTED  
 PN0952* NAVD 88     -       239.     (meters)     784.     (feet)  SCALED    
 PN0952  ___________________________________________________________________
 PN0952  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 PN0952  GEOID HEIGHT-         -36.38  (meters)                     GEOID03
 PN0952
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0952
 PN0952.The geoid height was determined by GEOID03.
 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     -   0.99996824  x   0.99997467  =   0.99994291
 PN0952!UTM  16      -   0.99996824  x   0.99983201  =   0.99980025
 PN0952
 PN0952:                Primary Azimuth Mark                     Grid Az
 PN0952:SPC WI C     -  BARBER 1926                              064 48 43.4
 PN0952:UTM  16      -  BARBER 1926                              066 55 07.7
 PN0952
 PN0952|---------------------------------------------------------------------|
 PN0952| PID    Reference Object                     Distance      Geod. Az  |
 PN0952|                                                           dddmmss.s |
 PN0952| PN0949 BARBER 1926                         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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0952.See file dsdata.txt to determine how the superseded data were derived.
 PN0952
 PN0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6264818021(NAD 83)
 PN0952_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PN0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0952_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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     SEE DESCRIPTION  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 = OCTOBER  7, 2006
 RM0739 ***********************************************************************
 RM0739  DESIGNATION -  BARKSDALE DU PONT POWDER STACK
 RM0739  PID         -  RM0739
 RM0739  STATE/COUNTY-  WI/BAYFIELD
 RM0739  USGS QUAD   -  ASHLAND WEST (1975)
 RM0739
 RM0739                         *CURRENT SURVEY CONTROL
 RM0739  ___________________________________________________________________
 RM0739* NAD 83(1991)-  46 37 20.57011(N)    090 57 10.81905(W)     ADJUSTED  
 RM0739* NAVD 88     -                                                        
 RM0739  ___________________________________________________________________
 RM0739  LAPLACE CORR-          -6.92  (seconds)                    DEFLEC99
 RM0739  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 RM0739
 RM0739  HORZ ORDER  -  THIRD
 RM0739
 RM0739.The horizontal coordinates were established by classical geodetic methods
 RM0739.and adjusted by the National Geodetic Survey in March 1999..
 RM0739
 RM0739
 RM0739.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0739
 RM0739.The geoid height was determined by GEOID03.
 RM0739
 RM0739;                    North         East     Units Scale Factor Converg.
 RM0739;SPC WI N     -   162,236.703   527,012.589   MT  0.99997681   -0 41 14.9
 RM0739;SPC WI N     -   532,271.58  1,729,040.47   sFT  0.99997681   -0 41 14.9
 RM0739;UTM  15      - 5,165,237.219   656,715.155   MT  0.99990188   +1 29 17.3
 RM0739
 RM0739                          SUPERSEDED SURVEY CONTROL
 RM0739
 RM0739  NAD 83(1991)-  46 37 20.57020(N)    090 57 10.81912(W) AD(       ) 4
 RM0739  NAD 83(1986)-  46 37 20.56455(N)    090 57 10.81393(W) AD(       ) 4
 RM0739  NAD 27      -  46 37 20.76200(N)    090 57 10.13300(W) AD(       ) 3
 RM0739
 RM0739.Superseded values are not recommended for survey control.
 RM0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0739.See file dsdata.txt to determine how the superseded data were derived.
 RM0739
 RM0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM5671565237(NAD 83)
 RM0739_MARKER: 63 = STACK
 RM0739
 RM0739  HISTORY     - Date     Condition        Report By
 RM0739  HISTORY     - 1939     FIRST OBSERVED   CGS
 RM0739  HISTORY     - 1966     GOOD             CGS
 RM0739  HISTORY     - 20011220 MARK NOT FOUND   USPSQD
 RM0739  HISTORY     - 20031221 MARK NOT FOUND   USPSQD
 RM0739
 RM0739                          STATION DESCRIPTION
 RM0739
 RM0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 RM0739'THIS IS THE STACK AT THE POWER PLANT OF THE DU PONT POWDER
 RM0739'CO., WHICH IS LOCATED IN THE CENTRAL PART OF TOWN OF BARKSDALE.
 RM0739'IT IS A CONCRETE STACK APPROXIMATELY 175 FEET HIGH.  THE
 RM0739'CENTER OF THE STACK WAS OBSERVED UPON FROM TRIANGULATION
 RM0739'STATIONS CLUB, U.S.E.D. NO. 80, NASH (NO. 91 U.S.E.), ELLIS
 RM0739'AND HANSON.
 RM0739
 RM0739                          STATION RECOVERY (1966)
 RM0739
 RM0739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RHR)
 RM0739'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN
 RM0739'GOOD CONDITION.
 RM0739'
 RM0739'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN BARKSDALE,
 RM0739'WISC.
 RM0739
 RM0739                          STATION RECOVERY (2001)
 RM0739
 RM0739'RECOVERY NOTE BY US POWER SQUADRON 2001 (RO)
 RM0739'STACK HAS BEEN DEMOLISHED.  SITE IS NOW A SUPERFUND SITE.
 RM0739
 RM0739                          STATION RECOVERY (2003)
 RM0739
 RM0739'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0739'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0751 ***********************************************************************
 RM0751  DESIGNATION -  BARKSDALE DU PONT POWDER CO TK
 RM0751  PID         -  RM0751
 RM0751  STATE/COUNTY-  WI/BAYFIELD
 RM0751  USGS QUAD   -  WASHBURN (1975)
 RM0751
 RM0751                         *CURRENT SURVEY CONTROL
 RM0751  ___________________________________________________________________
 RM0751* NAD 83(1991)-  46 37 32.20785(N)    090 57 15.67756(W)     ADJUSTED  
 RM0751* NAVD 88     -                                                        
 RM0751  ___________________________________________________________________
 RM0751  LAPLACE CORR-          -6.97  (seconds)                    DEFLEC99
 RM0751  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 RM0751
 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
 RM0751.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0751
 RM0751.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 RM0751
 RM0751  NAD 83(1991)-  46 37 32.20795(N)    090 57 15.67764(W) AD(       ) 4
 RM0751  NAD 83(1986)-  46 37 32.20229(N)    090 57 15.67245(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0751.See file dsdata.txt to determine how the superseded data were derived.
 RM0751
 RM0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM5660365594(NAD 83)
 RM0751_MARKER: 53 = ELEVATED TANK
 RM0751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0751+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2001
 RM0751
 RM0751  HISTORY     - Date     Condition        Report By
 RM0751  HISTORY     - 1939     FIRST OBSERVED   CGS
 RM0751  HISTORY     - 1966     GOOD             CGS
 RM0751  HISTORY     - 20011220 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1266 ***********************************************************************
 PN1266  DESIGNATION -  BARMANN
 PN1266  PID         -  PN1266
 PN1266  STATE/COUNTY-  WI/ADAMS
 PN1266  USGS QUAD   -  ARKDALE NE (1984)
 PN1266
 PN1266                         *CURRENT SURVEY CONTROL
 PN1266  ___________________________________________________________________
 PN1266* NAD 83(1991)-  44 09 24.58269(N)    089 48 27.21774(W)     ADJUSTED  
 PN1266* NAVD 88     -       305.4    (meters)    1002.     (feet)  VERTCON   
 PN1266  ___________________________________________________________________
 PN1266  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 PN1266  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 PN1266
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1266
 PN1266.The geoid height was determined by GEOID03.
 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     -   0.99995767  x   1.00001956  =   0.99997723
 PN1266!UTM  16      -   0.99995767  x   1.00021991  =   1.00017757
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1266.See file dsdata.txt to determine how the superseded data were derived.
 PN1266
 PN1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7549793125(NAD 83)
 PN1266_MARKER: DE = TRAVERSE STATION DISK
 PN1266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1266_SP_SET: 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 = OCTOBER  7, 2006
 DH5029 ***********************************************************************
 DH5029  DESIGNATION -  BARNEVELD GPS
 DH5029  PID         -  DH5029
 DH5029  STATE/COUNTY-  WI/IOWA
 DH5029  USGS QUAD   -  BLUE MOUNDS (1981)
 DH5029
 DH5029                         *CURRENT SURVEY CONTROL
 DH5029  ___________________________________________________________________
 DH5029* NAD 83(1997)-  43 00 24.72580(N)    089 51 48.52002(W)     ADJUSTED  
 DH5029* NAVD 88     -                                                        
 DH5029  ___________________________________________________________________
 DH5029  X           -      11,131.496 (meters)                     COMP
 DH5029  Y           -  -4,671,668.293 (meters)                     COMP
 DH5029  Z           -   4,328,291.692 (meters)                     COMP
 DH5029  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 DH5029  ELLIP HEIGHT-         340.03  (meters)          (08/01/05) GPS OBS
 DH5029  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 DH5029
 DH5029  HORZ ORDER  -  FIRST
 DH5029  ELLP ORDER  -  SECOND    CLASS I
 DH5029
 DH5029.The horizontal coordinates were established by GPS observations
 DH5029.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5029
 DH5029
 DH5029.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5029
 DH5029.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5029
 DH5029.The ellipsoidal height was determined by GPS observations
 DH5029.and is referenced to NAD 83.
 DH5029
 DH5029.The geoid height was determined by GEOID03.
 DH5029
 DH5029;                    North         East     Units Scale Factor Converg.
 DH5029;SPC WI S     -   111,862.616   611,130.420   MT  0.99995610   +0 05 37.7
 DH5029;SPC WI S     -   367,002.60  2,005,017.05   sFT  0.99995610   +0 05 37.7
 DH5029;UTM  16      - 4,765,557.012   266,621.739   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  =   0.99990278
 DH5029!UTM  16      -   0.99994668  x   1.00027009  =   1.00021675
 DH5029
 DH5029                          SUPERSEDED SURVEY CONTROL
 DH5029
 DH5029.No superseded survey control is available for this station.
 DH5029
 DH5029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN6662265557(NAD 83)
 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 - December 27, 2005
 DH5029
 DH5029  HISTORY     - Date     Condition        Report By
 DH5029  HISTORY     - 2003     MONUMENTED       WIDT
 DH5029  HISTORY     - 20051227 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0558 ***********************************************************************
 PO0558  DESIGNATION -  BARNEY
 PO0558  PID         -  PO0558
 PO0558  STATE/COUNTY-  WI/JUNEAU
 PO0558  USGS QUAD   -  NECEDAH (1969)
 PO0558
 PO0558                         *CURRENT SURVEY CONTROL
 PO0558  ___________________________________________________________________
 PO0558* NAD 83(1991)-  44 01 27.98006(N)    090 04 49.67457(W)     ADJUSTED  
 PO0558* NAVD 88     -       280.     (meters)     919.     (feet)  SCALED    
 PO0558  ___________________________________________________________________
 PO0558  LAPLACE CORR-          -5.29  (seconds)                    DEFLEC99
 PO0558  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 PO0558
 PO0558  HORZ ORDER  -  FIRST
 PO0558
 PO0558.The horizontal coordinates were established by classical geodetic methods
 PO0558.and adjusted by the National Geodetic Survey in November 1991..
 PO0558
 PO0558.The orthometric height was scaled from a topographic map.
 PO0558
 PO0558.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0558
 PO0558.The geoid height was determined by GEOID03.
 PO0558
 PO0558;                    North         East     Units Scale Factor Converg.
 PO0558;SPC WI S     -   224,905.637   593,548.900   MT  0.99999170   -0 03 19.0
 PO0558;SPC WI S     -   737,877.91  1,947,335.02   sFT  0.99999170   -0 03 19.0
 PO0558;UTM  15      - 4,878,731.917   733,978.599   MT  1.00027338   +2 01 47.6
 PO0558;UTM  16      - 4,879,201.676   253,123.631   MT  1.00034967   -2 08 30.8
 PO0558
 PO0558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0558!SPC WI S     -   0.99996158  x   0.99999170  =   0.99995328
 PO0558!UTM  15      -   0.99996158  x   1.00027338  =   1.00023495
 PO0558!UTM  16      -   0.99996158  x   1.00034967  =   1.00031124
 PO0558
 PO0558|---------------------------------------------------------------------|
 PO0558| PID    Reference Object                     Distance      Geod. Az  |
 PO0558|                                                           dddmmss.s |
 PO0558| CJ4222 BARNEY RM 1                          10.455 METERS 16151     |
 PO0558| PO0560 SANDY                               424.789 METERS 2683035.9 |
 PO0558| CJ4223 BARNEY RM 2                           8.680 METERS 33931     |
 PO0558|---------------------------------------------------------------------|
 PO0558
 PO0558                          SUPERSEDED SURVEY CONTROL
 PO0558
 PO0558  NAD 83(1986)-  44 01 27.97763(N)    090 04 49.68187(W) AD(       ) 1
 PO0558  NAD 27      -  44 01 28.10100(N)    090 04 49.21600(W) AD(       ) 1
 PO0558
 PO0558.Superseded values are not recommended for survey control.
 PO0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0558.See file dsdata.txt to determine how the superseded data were derived.
 PO0558
 PO0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ3397978732(NAD 83)
 PO0558_MARKER: DS = TRIANGULATION STATION DISK
 PO0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0558
 PO0558  HISTORY     - Date     Condition        Report By
 PO0558  HISTORY     - 1926     MONUMENTED       CGS
 PO0558  HISTORY     - 1930     GOOD             CGS
 PO0558  HISTORY     - 1952     SEE DESCRIPTION  CGS
 PO0558
 PO0558                          STATION DESCRIPTION
 PO0558
 PO0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PO0558'STATION IS LOCATED AT THE WESTERN EDGE OF THE VILLAGE OF
 PO0558'NECEDAH AT THE INTERSECTION OF STATE HIGHWAY 21 AND THE
 PO0558'WESTERNMOST STREET OF THE VILLAGE, ABOUT 10 FEET N OF HIGHWAY
 PO0558'21 AND 15 FEET E OF THE STREET.
 PO0558'
 PO0558'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 PO0558'DISKS SET IN CONCRETE POSTS.
 PO0558
 PO0558                          STATION RECOVERY (1930)
 PO0558
 PO0558'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (ITS)
 PO0558'STATION FOUND AS DESCRIBED AS FOLLOWS--STATION IS LOCATED IN
 PO0558'THE WESTERN EDGE OF THE VILLAGE OF NECEDAH, AT THE INTERSECTION
 PO0558'OF HIGHWAY 21 AND THE WESTERNMOST STREET OF THE VILLAGE, ABOUT
 PO0558'10 FEET N OF HIGHWAY 21, AND 15 FEET E OF THE STREET.
 PO0558'
 PO0558'THE STREET DESCRIBED IS THE EXTENSION OF COUNTY ROUTE E, S FROM
 PO0558'NECEDAH.  HIGHWAY 21 HAS BEEN WIDENED, SO THAT THE MARK IS
 PO0558'NOW IN THE EDGE OF THE TRAVELED ROAD, AND HAS BEEN BROKEN BY
 PO0558'A ROAD GRADER.  IT APPARENTLY IS IN ITS FORMER POSITION.  THE
 PO0558'REFERENCE MARK ACROSS THE ROAD IS VISIBLE AND IN GOOD CONDITION.
 PO0558
 PO0558                          STATION RECOVERY (1952)
 PO0558
 PO0558'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LFW)
 PO0558'TRIANGULATION STATION BARNEY 1926 AND REFERENCE MARKS NO.
 PO0558'1 AND 2 HAVE BEEN DESTROYED.  A THOROUGH SEARCH WAS TO RECOVER
 PO0558'THE STATION AND THE COUNTY ENGINEER WAS INTERVIEWED.  THE
 PO0558'STATION WAS DESTROYED BY THE WIDENING OF COUNTY ROUTE 21.
 PO0558'THE STATION MARK AND REFERENCE MARK NO. 1 WERE DESTROYED BY
 PO0558'GRADING OPERATIONS AND REFERENCE MARK NO. 2 IS NOW COVERED
 PO0558'BY A FIFTEEN FOOT FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5431 ***********************************************************************
 DH5431  DESIGNATION -  BARRE GPS
 DH5431  PID         -  DH5431
 DH5431  STATE/COUNTY-  WI/LA CROSSE
 DH5431  USGS QUAD   -  ST JOSEPH (1974)
 DH5431
 DH5431                         *CURRENT SURVEY CONTROL
 DH5431  ___________________________________________________________________
 DH5431* NAD 83(1997)-  43 50 47.12246(N)    091 03 40.00814(W)     ADJUSTED  
 DH5431* NAVD 88     -                                                        
 DH5431  ___________________________________________________________________
 DH5431  X           -     -85,324.990 (meters)                     COMP
 DH5431  Y           -  -4,606,673.546 (meters)                     COMP
 DH5431  Z           -   4,395,945.043 (meters)                     COMP
 DH5431  LAPLACE CORR-          -6.58  (seconds)                    DEFLEC99
 DH5431  ELLIP HEIGHT-         208.11  (meters)          (08/01/05) GPS OBS
 DH5431  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 DH5431
 DH5431  HORZ ORDER  -  FIRST
 DH5431  ELLP ORDER  -  SECOND    CLASS I
 DH5431
 DH5431.The horizontal coordinates were established by GPS observations
 DH5431.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5431
 DH5431
 DH5431.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5431
 DH5431.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5431
 DH5431.The ellipsoidal height was determined by GPS observations
 DH5431.and is referenced to NAD 83.
 DH5431
 DH5431.The geoid height was determined by GEOID03.
 DH5431
 DH5431;                    North         East     Units Scale Factor Converg.
 DH5431;SPC WI S     -   205,666.329   514,678.397   MT  0.99996270   -0 43 44.7
 DH5431;SPC WI S     -   674,756.95  1,688,574.04   sFT  0.99996270   -0 43 44.7
 DH5431;UTM  15      - 4,856,642.669   655,850.169   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                          SUPERSEDED SURVEY CONTROL
 DH5431
 DH5431.No superseded survey control is available for this station.
 DH5431
 DH5431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ5585056643(NAD 83)
 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 - February 25, 2003
 DH5431
 DH5431  HISTORY     - Date     Condition        Report By
 DH5431  HISTORY     - 1993     MONUMENTED       WI-063
 DH5431  HISTORY     - 20030225 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB8521 ***********************************************************************
 AB8521  DESIGNATION -  BARRENS
 AB8521  PID         -  AB8521
 AB8521  STATE/COUNTY-  WI/BURNETT
 AB8521  USGS QUAD   -  FROG LAKE (1983)
 AB8521
 AB8521                         *CURRENT SURVEY CONTROL
 AB8521  ___________________________________________________________________
 AB8521* NAD 83(1997)-  46 04 28.52439(N)    092 07 27.55186(W)     ADJUSTED  
 AB8521* NAVD 88     -       311.0    (meters)    1020.     (feet)  GPS OBS   
 AB8521  ___________________________________________________________________
 AB8521  X           -    -164,305.237 (meters)                     COMP
 AB8521  Y           -  -4,429,503.435 (meters)                     COMP
 AB8521  Z           -   4,571,207.784 (meters)                     COMP
 AB8521  LAPLACE CORR-          -5.41  (seconds)                    DEFLEC99
 AB8521  ELLIP HEIGHT-         284.38  (meters)          (01/30/03) GPS OBS
 AB8521  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AB8521
 AB8521  HORZ ORDER  -  FIRST
 AB8521  ELLP ORDER  -  FOURTH    CLASS I
 AB8521
 AB8521.The horizontal coordinates were established by GPS observations
 AB8521.and adjusted by the National Geodetic Survey in January 2003..
 AB8521
 AB8521.The orthometric height was determined by GPS observations and a
 AB8521.high-resolution geoid model.
 AB8521
 AB8521.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8521
 AB8521.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8521
 AB8521.The ellipsoidal height was determined by GPS observations
 AB8521.and is referenced to NAD 83.
 AB8521
 AB8521.The geoid height was determined by GEOID03.
 AB8521
 AB8521;                    North         East     Units Scale Factor Converg.
 AB8521;SPC WI N     -   103,107.651   435,692.784   MT  0.99994666   -1 31 56.7
 AB8521;SPC WI N     -   338,279.02  1,429,435.41   sFT  0.99994666   -1 31 56.7
 AB8521;UTM  15      - 5,102,707.729   567,714.666   MT  0.99965637   +0 37 50.6
 AB8521
 AB8521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8521!SPC WI N     -   0.99995542  x   0.99994666  =   0.99990208
 AB8521!UTM  15      -   0.99995542  x   0.99965637  =   0.99961181
 AB8521
 AB8521                          SUPERSEDED SURVEY CONTROL
 AB8521
 AB8521  NAD 83(1991)-  46 04 28.52413(N)    092 07 27.54979(W) AD(       ) 1
 AB8521  ELLIP H (12/09/96)  284.41   (m)                       GP(       ) 4 1
 AB8521
 AB8521.Superseded values are not recommended for survey control.
 AB8521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8521.See file dsdata.txt to determine how the superseded data were derived.
 AB8521
 AB8521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6771502708(NAD 83)
 AB8521_MARKER: DD = SURVEY DISK
 AB8521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - 1993
 AB8521
 AB8521  HISTORY     - Date     Condition        Report By
 AB8521  HISTORY     - 1993     MONUMENTED       WI-013
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AF9928 ***********************************************************************
 AF9928  DESIGNATION -  BARRENS GPS
 AF9928  PID         -  AF9928
 AF9928  STATE/COUNTY-  WI/BAYFIELD
 AF9928  USGS QUAD   -  INO (1975)
 AF9928
 AF9928                         *CURRENT SURVEY CONTROL
 AF9928  ___________________________________________________________________
 AF9928* NAD 83(1997)-  46 36 46.60876(N)    091 12 46.98359(W)     ADJUSTED  
 AF9928* NAVD 88     -       379.1    (meters)    1244.     (feet)  GPS OBS   
 AF9928  ___________________________________________________________________
 AF9928  X           -     -92,922.065 (meters)                     COMP
 AF9928  Y           -  -4,388,312.340 (meters)                     COMP
 AF9928  Z           -   4,612,567.184 (meters)                     COMP
 AF9928  LAPLACE CORR-         -11.25  (seconds)                    DEFLEC99
 AF9928  ELLIP HEIGHT-         348.39  (meters)          (12/26/02) GPS OBS
 AF9928  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 AF9928
 AF9928  HORZ ORDER  -  FIRST
 AF9928  ELLP ORDER  -  THIRD     CLASS II
 AF9928
 AF9928.The horizontal coordinates were established by GPS observations
 AF9928.and adjusted by the National Geodetic Survey in December 2002..
 AF9928
 AF9928.The orthometric height was determined by GPS observations and a
 AF9928.high-resolution geoid model.
 AF9928
 AF9928.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9928
 AF9928.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9928
 AF9928.The ellipsoidal height was determined by GPS observations
 AF9928.and is referenced to NAD 83.
 AF9928
 AF9928.The geoid height was determined by GEOID03.
 AF9928
 AF9928;                    North         East     Units Scale Factor Converg.
 AF9928;SPC WI N     -   161,459.733   507,081.947   MT  0.99997551   -0 52 30.2
 AF9928;SPC WI N     -   529,722.47  1,663,651.35   sFT  0.99997551   -0 52 30.2
 AF9928;UTM  15      - 5,163,704.664   636,830.559   MT  0.99983013   +1 17 55.8
 AF9928
 AF9928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9928!SPC WI N     -   0.99994539  x   0.99997551  =   0.99992090
 AF9928!UTM  15      -   0.99994539  x   0.99983013  =   0.99977553
 AF9928
 AF9928                          SUPERSEDED SURVEY CONTROL
 AF9928
 AF9928  NAD 83(1991)-  46 36 46.60868(N)    091 12 46.98218(W) AD(       ) 1
 AF9928  ELLIP H (04/30/98)  348.38   (m)                       GP(       ) 3 2
 AF9928
 AF9928.Superseded values are not recommended for survey control.
 AF9928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9928.See file dsdata.txt to determine how the superseded data were derived.
 AF9928
 AF9928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM3683163705(NAD 83)
 AF9928_MARKER: DD = SURVEY DISK
 AF9928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9928_STAMPING: BARRENS GPS 1992
 AF9928_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9928+STABILITY: SURFACE MOTION
 AF9928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9928+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2001
 AF9928
 AF9928  HISTORY     - Date     Condition        Report By
 AF9928  HISTORY     - 1992     MONUMENTED       USFS
 AF9928  HISTORY     - 20011113 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0263 ***********************************************************************
 NH0263  DESIGNATION -  BARRON
 NH0263  PID         -  NH0263
 NH0263  STATE/COUNTY-  WI/ROCK
 NH0263  USGS QUAD   -  SHOPIERE (1976)
 NH0263
 NH0263                         *CURRENT SURVEY CONTROL
 NH0263  ___________________________________________________________________
 NH0263* NAD 83(1991)-  42 32 04.20312(N)    088 55 36.35639(W)     ADJUSTED  
 NH0263* NAVD 88     -       264.472  (meters)     867.69   (feet)  ADJUSTED  
 NH0263  ___________________________________________________________________
 NH0263  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 NH0263  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 NH0263  DYNAMIC HT  -         264.391 (meters)     867.42  (feet)  COMP
 NH0263  MODELED GRAV-     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
 NH0263.and adjusted by the National Geodetic Survey in June 1991..
 NH0263
 NH0263.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0263
 NH0263.The geoid height was determined by GEOID03.
 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;                    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 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 IL E     -   651,643.347   251,248.417   MT  1.00000423   -0 24 04.3
 NH0263;SPC IL E     - 2,137,933.21    824,304.18   sFT  1.00000423   -0 24 04.3
 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     -   0.99996380  x   1.00004602  =   1.00000982
 NH0263!SPC IL W     -   0.99996380  x   1.00006878  =   1.00003258
 NH0263!SPC IL E     -   0.99996380  x   1.00000423  =   0.99996803
 NH0263!UTM  16      -   0.99996380  x   0.99990804  =   0.99987185
 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  NGVD 29 (??/??/92)  264.527  (m)          867.87   (f) ADJ UNCH    1 2
 NH0263
 NH0263.Superseded values are not recommended for survey control.
 NH0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0263.See file dsdata.txt to determine how the superseded data were derived.
 NH0263
 NH0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4177010923(NAD 83)
 NH0263_MARKER: DB = BENCH MARK DISK
 NH0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0263_STAMPING: BARRON 1920
 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             NGS
 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 NATIONAL 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 = OCTOBER  7, 2006
 AH8948 ***********************************************************************
 AH8948  DESIGNATION -  BARRON
 AH8948  PID         -  AH8948
 AH8948  STATE/COUNTY-  WI/BARRON
 AH8948  USGS QUAD   -  BARRON (1978)
 AH8948
 AH8948                         *CURRENT SURVEY CONTROL
 AH8948  ___________________________________________________________________
 AH8948* NAD 83(1997)-  45 24 05.10951(N)    091 52 20.95278(W)     ADJUSTED  
 AH8948* NAVD 88     -       352.8    (meters)    1157.     (feet)  LEVELING  
 AH8948  ___________________________________________________________________
 AH8948  X           -    -146,586.425 (meters)                     COMP
 AH8948  Y           -  -4,483,766.084 (meters)                     COMP
 AH8948  Z           -   4,519,012.723 (meters)                     COMP
 AH8948  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 AH8948  ELLIP HEIGHT-         322.48  (meters)          (05/04/99) GPS OBS
 AH8948  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 AH8948
 AH8948  HORZ ORDER  -  FIRST
 AH8948  VERT ORDER  -  THIRD ?
 AH8948  ELLP ORDER  -  SECOND    CLASS I
 AH8948
 AH8948.The horizontal coordinates were established by GPS observations
 AH8948.and adjusted by the National Geodetic Survey in June 2002..
 AH8948
 AH8948.The orthometric height was determined by differential leveling.
 AH8948.The vertical network tie was performed by a horz. field party for horz.
 AH8948.obs reductions. Reset procedures were used to establish the elevation.
 AH8948.No vertical observational check was made to the 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 DEFLEC99 derived deflections.
 AH8948
 AH8948.The ellipsoidal height was determined by GPS observations
 AH8948.and is referenced to NAD 83.
 AH8948
 AH8948.The geoid height was determined by GEOID03.
 AH8948
 AH8948;                    North         East     Units Scale Factor Converg.
 AH8948;SPC WI C     -   175,939.470   453,410.403   MT  0.99998272   -1 19 16.3
 AH8948;SPC WI C     -   577,228.08  1,487,563.96   sFT  0.99998272   -1 19 16.3
 AH8948;UTM  15      - 5,028,162.846   588,242.512   MT  0.99969574   +0 48 10.4
 AH8948
 AH8948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8948!SPC WI C     -   0.99994944  x   0.99998272  =   0.99993217
 AH8948!UTM  15      -   0.99994944  x   0.99969574  =   0.99964520
 AH8948
 AH8948                          SUPERSEDED SURVEY CONTROL
 AH8948
 AH8948  NAD 83(1991)-  45 24 05.10903(N)    091 52 20.95171(W) AD(       ) 1
 AH8948
 AH8948.Superseded values are not recommended for survey control.
 AH8948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8948.See file dsdata.txt to determine how the superseded data were derived.
 AH8948
 AH8948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL8824328163(NAD 83)
 AH8948_MARKER: I = METAL 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: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH8948+STABILITY: POSITION/ELEVATION WELL
 AH8948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8948+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0582 ***********************************************************************
 QN0582  DESIGNATION -  BARRONETT LOOKOUT
 QN0582  PID         -  QN0582
 QN0582  STATE/COUNTY-  WI/WASHBURN
 QN0582  USGS QUAD   -  SHELL LAKE (1982)
 QN0582
 QN0582                         *CURRENT SURVEY CONTROL
 QN0582  ___________________________________________________________________
 QN0582* NAD 83(1991)-  45 40 26.23021(N)    091 58 49.42015(W)     ADJUSTED  
 QN0582* NAVD 88     -                                                        
 QN0582  ___________________________________________________________________
 QN0582  LAPLACE CORR-         -10.20  (seconds)                    DEFLEC99
 QN0582  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 QN0582
 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
 QN0582.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0582
 QN0582.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 QN0582
 QN0582  NAD 83(1991)-  45 40 26.22711(N)    091 58 49.42331(W) AD(       ) 4
 QN0582  NAD 83(1986)-  45 40 26.21865(N)    091 58 49.41251(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0582.See file dsdata.txt to determine how the superseded data were derived.
 QN0582
 QN0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7941358328(NAD 83)
 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 = OCTOBER  7, 2006
 QM0090 ***********************************************************************
 QM0090  DESIGNATION -  BARTEL
 QM0090  PID         -  QM0090
 QM0090  STATE/COUNTY-  WI/OCONTO
 QM0090  USGS QUAD   -  TOWNSEND (1972)
 QM0090
 QM0090                         *CURRENT SURVEY CONTROL
 QM0090  ___________________________________________________________________
 QM0090* NAD 83(1991)-  45 19 12.00662(N)    088 35 05.08366(W)     ADJUSTED  
 QM0090* NAVD 88     -       414.285  (meters)    1359.20   (feet)  ADJUSTED  
 QM0090  ___________________________________________________________________
 QM0090  LAPLACE CORR-          -4.55  (seconds)                    DEFLEC99
 QM0090  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 QM0090  DYNAMIC HT  -         414.237 (meters)    1359.04  (feet)  COMP
 QM0090  MODELED GRAV-     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
 QM0090.and adjusted by the National Geodetic Survey in June 1991..
 QM0090
 QM0090.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0090
 QM0090.The geoid height was determined by GEOID03.
 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;                    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;SPC WI N     -    18,031.056   710,965.564   MT  1.00005390   +1 01 15.3
 QM0090;SPC WI N     -    59,156.89  2,332,559.52   sFT  1.00005390   +1 01 15.3
 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!SPC WI N     -   0.99994056  x   1.00005390  =   0.99999445
 QM0090!UTM  16      -   0.99994056  x   0.99978968  =   0.99973025
 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  NGVD 29 (??/??/92)  414.278  (m)         1359.18   (f) ADJ UNCH    1 2
 QM0090
 QM0090.Superseded values are not recommended for survey control.
 QM0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0090.See file dsdata.txt to determine how the superseded data were derived.
 QM0090
 QM0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR7579519721(NAD 83)
 QM0090_MARKER: DS = TRIANGULATION STATION DISK
 QM0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0090
 QM0090  HISTORY     - Date     Condition        Report By
 QM0090  HISTORY     - 1921     MONUMENTED       CGS
 QM0090  HISTORY     - 1922     GOOD             NGS
 QM0090  HISTORY     - 1940     GOOD             NGS
 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 NATIONAL 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 NATIONAL 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 = OCTOBER  7, 2006
 QN0013 ***********************************************************************
 QN0013  DESIGNATION -  BARTLETT
 QN0013  PID         -  QN0013
 QN0013  STATE/COUNTY-  WI/PRICE
 QN0013  USGS QUAD   -  BIG BRIENS LAKE (1981)
 QN0013
 QN0013                         *CURRENT SURVEY CONTROL
 QN0013  ___________________________________________________________________
 QN0013* NAD 83(1991)-  45 33 56.46339(N)    090 10 03.18122(W)     ADJUSTED  
 QN0013* NAVD 88     -       508.008  (meters)    1666.69   (feet)  ADJUSTED  
 QN0013  ___________________________________________________________________
 QN0013  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 QN0013  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 QN0013  DYNAMIC HT  -         507.982 (meters)    1666.60  (feet)  COMP
 QN0013  MODELED GRAV-     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
 QN0013.and adjusted by the National Geodetic Survey in June 1991..
 QN0013
 QN0013.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0013
 QN0013.The geoid height was determined by GEOID03.
 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;                    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     -   0.99992517  x   1.00000018  =   0.99992535
 QN0013!SPC WI C     -   0.99992517  x   1.00001317  =   0.99993834
 QN0013!UTM  15      -   0.99992517  x   1.00020069  =   1.00012584
 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|---------------------------------------------------------------------|
 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  NGVD 29 (??/??/92)  507.991  (m)         1666.63   (f) ADJ UNCH    1 2
 QN0013
 QN0013.Superseded values are not recommended for survey control.
 QN0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0013.See file dsdata.txt to determine how the superseded data were derived.
 QN0013
 QN0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL2103149697(NAD 83)
 QN0013_MARKER: DS = TRIANGULATION STATION DISK
 QN0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0013_STAMPING: ELEV 1666.634 FT BARTLETT 1921
 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             NGS
 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 NATIONAL 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 = OCTOBER  7, 2006
 OM0737 ***********************************************************************
 OM0737  DESIGNATION -  BARTON
 OM0737  PID         -  OM0737
 OM0737  STATE/COUNTY-  WI/WASHINGTON
 OM0737  USGS QUAD   -  WEST BEND (1994)
 OM0737
 OM0737                         *CURRENT SURVEY CONTROL
 OM0737  ___________________________________________________________________
 OM0737* NAD 83(1991)-  43 26 29.05661(N)    088 11 41.15076(W)     ADJUSTED  
 OM0737* NAVD 88     -       324.     (meters)    1063.     (feet)  SCALED    
 OM0737  ___________________________________________________________________
 OM0737  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 OM0737  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 OM0737
 OM0737  HORZ ORDER  -  THIRD
 OM0737
 OM0737.The horizontal coordinates were established by classical geodetic methods
 OM0737.and adjusted by the National Geodetic Survey in November 1991..
 OM0737
 OM0737.The orthometric height was scaled from a topographic map.
 OM0737
 OM0737.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0737
 OM0737.The geoid height was determined by GEOID03.
 OM0737
 OM0737;                    North         East     Units Scale Factor Converg.
 OM0737;SPC WI S     -   161,708.058   746,121.362   MT  0.99993279   +1 14 25.4
 OM0737;SPC WI S     -   530,537.19  2,447,899.84   sFT  0.99993279   +1 14 25.4
 OM0737;UTM  16      - 4,810,527.126   403,316.348   MT  0.99971498   -0 49 17.8
 OM0737
 OM0737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0737!SPC WI S     -   0.99995467  x   0.99993279  =   0.99988747
 OM0737!UTM  16      -   0.99995467  x   0.99971498  =   0.99966967
 OM0737
 OM0737:                Primary Azimuth Mark                     Grid Az
 OM0737:SPC WI S     -  BARTON AZ MK                             044 01 37.9
 OM0737:UTM  16      -  BARTON AZ MK                             046 05 21.1
 OM0737
 OM0737|---------------------------------------------------------------------|
 OM0737| PID    Reference Object                     Distance      Geod. Az  |
 OM0737|                                                           dddmmss.s |
 OM0737| CI8974 BARTON AZ MK                                       0451603.3 |
 OM0737| CI8975 BARTON RM 1                           9.468 METERS 09113     |
 OM0737| OM0732 BARTON ST MARYS CATH CH SPIRE       APPROX. 0.9 KM 0942147.6 |
 OM0737| OM0734 BARTON MUNICIPAL TANK               APPROX. 0.9 KM 1190618.2 |
 OM0737| OM0733 WEST BEND RADIO STA WBKV MAST       APPROX. 3.8 KM 1513915.8 |
 OM0737| OM0731 WEST BEND WASH CO CTHSE SPIRE       APPROX. 2.5 KM 1573456.2 |
 OM0737| OM0735 WEST BEND MUNICIPAL TANK            APPROX. 2.7 KM 1735937.1 |
 OM0737| OM0736 BARTON 2                             29.835 METERS 25030     |
 OM0737| CI8976 BARTON RM 2                           7.423 METERS 26418     |
 OM0737|---------------------------------------------------------------------|
 OM0737
 OM0737                          SUPERSEDED SURVEY CONTROL
 OM0737
 OM0737  NAD 83(1986)-  43 26 29.04691(N)    088 11 41.15719(W) AD(       ) 3
 OM0737  NAD 27      -  43 26 29.04800(N)    088 11 40.81200(W) AD(       ) 3
 OM0737
 OM0737.Superseded values are not recommended for survey control.
 OM0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0737.See file dsdata.txt to determine how the superseded data were derived.
 OM0737
 OM0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0331610527(NAD 83)
 OM0737_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0737
 OM0737  HISTORY     - Date     Condition        Report By
 OM0737  HISTORY     - 1953     MONUMENTED       CGS
 OM0737  HISTORY     - 1955     SEE DESCRIPTION  CGS
 OM0737  HISTORY     - 20031121 MARK NOT FOUND   USPSQD
 OM0737
 OM0737                          STATION DESCRIPTION
 OM0737
 OM0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0737'STATION IS LOCATED 0.4 MILE WEST OF BARTON, ON ROAD-RIGHT-OF-WAY.
 OM0737'IT IS 29 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD (JEFFERSON
 OM0737'STREET), 4.5 FEET NORTHWEST OF A WHITE WITNESS POST AND 2
 OM0737'FEET NORTH OF A FENCE LINE.  THE MARK PROJECTS 2 INCHES
 OM0737'AND THE DISK IS STAMPED BARTON 1953.
 OM0737'
 OM0737'REFERENCE MARK NO. 1 IS 29 FEET SOUTH OF THE CENTER OF THE
 OM0737'GRAVEL ROAD AND 1 FOOT NORTH OF A FENCE LINE.  THE MARK
 OM0737'PROJECTS 2 INCHES AND THE DISK IS STAMPED BARTON NO 1 1953.
 OM0737'
 OM0737'REFERENCE MARK NO. 2 IS 29 FEET SOUTH OF THE CENTER OF THE
 OM0737'GRAVEL ROAD AND 1 FOOT NORTH OF THE FENCE LINE.  THE MARK
 OM0737'PROJECTS 4 INCHES AND THE DISK IS STAMPED BARTON NO 2 1953.
 OM0737'
 OM0737'AZIMUTH MARK IS 35 FEET NORTHWEST OF THE CENTER OF A GRAVEL
 OM0737'DRIVE, 25 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 45,
 OM0737'5 FEET SOUTH OF AN 18 INCH ELM TREE AND 2 FEET SOUTHWEST OF
 OM0737'A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 OM0737'STAMPED BARTON 1953.
 OM0737'
 OM0737'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45
 OM0737'AND STATE HIGHWAY 144 IN BARTON, GO NORTH ON HIGHWAY 45 FOR
 OM0737'0.25 MILE TO JEFFERSON STREET.* TURN LEFT AND GO WEST ON
 OM0737'JEFFERSON STREET (GRAVEL ROAD) FOR 0.4 MILE TO THE STATION
 OM0737'ON THE LEFT AS DESCRIBED.
 OM0737'
 OM0737'TO REACH THE AZIMUTH MARK FROM THIS POINT,* GO NORTH ON
 OM0737'HIGHWAY 45 FOR 0.3 MILE TO A GRAVEL DRIVE LEFT AND THE MARK
 OM0737'AS DESCRIBED.
 OM0737'
 OM0737'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OM0737
 OM0737                          STATION RECOVERY (1955)
 OM0737
 OM0737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (GCM)
 OM0737'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 OM0737'IN GOOD CONDITION.  THE LEVELING OF A SITE FOR BUILDING A
 OM0737'HOUSE WILL DESTROY THE STATION AND REFERENCE MARKS.  THEY
 OM0737'WERE MOVED AT THE REQUEST OF THE PROPERTY OWNER, MR. ROBERT
 OM0737'H. LUEBKE, AND A NEW STATION, BARTON 2, WAS ESTABLISHED.  FOR
 OM0737'DETAILS, SEE THE DESCRIPTION OF BARTON 2 1955.
 OM0737
 OM0737                          STATION RECOVERY (2003)
 OM0737
 OM0737'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0737'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0736 ***********************************************************************
 OM0736  DESIGNATION -  BARTON 2
 OM0736  PID         -  OM0736
 OM0736  STATE/COUNTY-  WI/WASHINGTON
 OM0736  USGS QUAD   -  WEST BEND (1994)
 OM0736
 OM0736                         *CURRENT SURVEY CONTROL
 OM0736  ___________________________________________________________________
 OM0736* NAD 83(1991)-  43 26 28.73387(N)    088 11 42.40140(W)     ADJUSTED  
 OM0736* NAVD 88     -       325.     (meters)    1066.     (feet)  SCALED    
 OM0736  ___________________________________________________________________
 OM0736  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 OM0736  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 OM0736
 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.No horizontal observational check was made to the station.
 OM0736
 OM0736.The orthometric height was scaled from a topographic map.
 OM0736
 OM0736.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0736
 OM0736.The geoid height was determined by GEOID03.
 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     -   0.99995452  x   0.99993279  =   0.99988731
 OM0736!UTM  16      -   0.99995452  x   0.99971505  =   0.99966958
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0736.See file dsdata.txt to determine how the superseded data were derived.
 OM0736
 OM0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0328810518(NAD 83)
 OM0736_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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     SEE DESCRIPTION  USGS
 OM0736  HISTORY     - 1958     SEE DESCRIPTION  CGS
 OM0736  HISTORY     - 1974     SEE DESCRIPTION  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'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--.
 OM0736'REFERENCE MARK 3 WAS NOT FOUND.
 OM0736'REFERENCE MARK 4 IS 15.3 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 OM0736'TRANSMITTER BUILDING.
 OM0736'REFERENCE MARK 5 IS 21.3 FEET WEST OF THE NORTHWEST CORNER OF THE
 OM0736'TRANSMITTER BUILDING AND 7.7 FEET WEST OF THE WESTERN EDGE OF THE
 OM0736'DRIVEWAY TO THE TRANSMITTER BUILDING.
 OM0736'THE TOP OF THE AZIMUTH MARK HAS BEEN TORN OFF WITH A METAL ROD EXPOSED
 OM0736'IN THE CONCRETE CURBING.
 OM0736' 
 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 = OCTOBER  7, 2006
 AI6213 ***********************************************************************
 AI6213  DESIGNATION -  BARTON C GPS
 AI6213  PID         -  AI6213
 AI6213  STATE/COUNTY-  WI/WASHINGTON
 AI6213  USGS QUAD   -  WEST BEND (1994)
 AI6213
 AI6213                         *CURRENT SURVEY CONTROL
 AI6213  ___________________________________________________________________
 AI6213* NAD 83(1997)-  43 27 07.94787(N)    088 13 16.66096(W)     ADJUSTED  
 AI6213* NAVD 88     -       300.788  (meters)     986.84   (feet)  ADJUSTED  
 AI6213  ___________________________________________________________________
 AI6213  X           -     143,952.061 (meters)                     COMP
 AI6213  Y           -  -4,635,504.176 (meters)                     COMP
 AI6213  Z           -   4,364,291.516 (meters)                     COMP
 AI6213  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 AI6213  ELLIP HEIGHT-         265.91  (meters)          (11/17/00) GPS OBS
 AI6213  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 AI6213  DYNAMIC HT  -         300.719 (meters)     986.61  (feet)  COMP
 AI6213  MODELED GRAV-     980,382.7   (mgal)                       NAVD 88
 AI6213
 AI6213  HORZ ORDER  -  FIRST
 AI6213  VERT ORDER  -  SECOND    CLASS I
 AI6213  ELLP ORDER  -  THIRD     CLASS II
 AI6213
 AI6213.The horizontal coordinates were established by GPS observations
 AI6213.and adjusted by the National Geodetic Survey in July 2000..
 AI6213
 AI6213.The orthometric height was determined by differential leveling
 AI6213.and adjusted by the National Geodetic Survey in October 2000..
 AI6213
 AI6213.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6213
 AI6213.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6213
 AI6213.The ellipsoidal height was determined by GPS observations
 AI6213.and is referenced to NAD 83.
 AI6213
 AI6213.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI6213;SPC WI S     -   162,861.799   743,948.623   MT  0.99993294   +1 13 19.8
 AI6213;SPC WI S     -   534,322.42  2,440,771.44   sFT  0.99993294   +1 13 19.8
 AI6213;UTM  16      - 4,811,758.035   401,186.989   MT  0.99972010   -0 50 24.0
 AI6213
 AI6213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6213!SPC WI S     -   0.99995830  x   0.99993294  =   0.99989125
 AI6213!UTM  16      -   0.99995830  x   0.99972010  =   0.99967841
 AI6213
 AI6213                          SUPERSEDED SURVEY CONTROL
 AI6213
 AI6213  ELLIP H (07/06/00)  265.91   (m)                       GP(       ) 2 1
 AI6213  NAVD 88 (07/06/00)  300.79   (m)          986.8    (f) LEVELING    3  
 AI6213
 AI6213.Superseded values are not recommended for survey control.
 AI6213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6213.See file dsdata.txt to determine how the superseded data were derived.
 AI6213
 AI6213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0118711758(NAD 83)
 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 - November 21, 2003
 AI6213
 AI6213  HISTORY     - Date     Condition        Report By
 AI6213  HISTORY     - 1999     MONUMENTED       WIDT
 AI6213  HISTORY     - 2002     GOOD             WIDT
 AI6213  HISTORY     - 20031121 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0734 ***********************************************************************
 OM0734  DESIGNATION -  BARTON MUNICIPAL TANK
 OM0734  PID         -  OM0734
 OM0734  STATE/COUNTY-  WI/WASHINGTON
 OM0734  USGS QUAD   -  WEST BEND (1994)
 OM0734
 OM0734                         *CURRENT SURVEY CONTROL
 OM0734  ___________________________________________________________________
 OM0734* NAD 83(1991)-  43 26 15.09380(N)    088 11 06.73568(W)     ADJUSTED  
 OM0734* NAVD 88     -                                                        
 OM0734  ___________________________________________________________________
 OM0734  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 OM0734  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 OM0734
 OM0734  HORZ ORDER  -  THIRD
 OM0734
 OM0734.The horizontal coordinates were established by classical geodetic methods
 OM0734.and adjusted by the National Geodetic Survey in November 1991..
 OM0734
 OM0734
 OM0734.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0734
 OM0734.The geoid height was determined by GEOID03.
 OM0734
 OM0734;                    North         East     Units Scale Factor Converg.
 OM0734;SPC WI S     -   161,294.072   746,904.412   MT  0.99993275   +1 14 49.0
 OM0734;SPC WI S     -   529,178.97  2,450,468.89   sFT  0.99993275   +1 14 49.0
 OM0734;UTM  16      - 4,810,085.331   404,083.828   MT  0.99971316   -0 48 53.9
 OM0734
 OM0734                          SUPERSEDED SURVEY CONTROL
 OM0734
 OM0734  NAD 83(1986)-  43 26 15.08399(N)    088 11 06.74182(W) AD(       ) 4
 OM0734  NAD 27      -  43 26 15.08700(N)    088 11 06.40600(W) AD(       ) 3
 OM0734
 OM0734.Superseded values are not recommended for survey control.
 OM0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0734.See file dsdata.txt to determine how the superseded data were derived.
 OM0734
 OM0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0408410085(NAD 83)
 OM0734
 OM0734  HISTORY     - Date     Condition        Report By
 OM0734  HISTORY     - 1953     MONUMENTED       CGS
 OM0734  HISTORY     - 19941023 GOOD             USPSQD
 OM0734  HISTORY     - 20021103 MARK NOT FOUND   USPSQD
 OM0734  HISTORY     - 20040323 MARK NOT FOUND   USPSQD
 OM0734
 OM0734                          STATION DESCRIPTION
 OM0734
 OM0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0734'STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL WATER TANK
 OM0734'LOCATED IN THE WEST EDGE OF BARTON ABOUT 150 FEET SOUTHWEST OF
 OM0734'THE INTERSECTION OF MAIN STREET AND FOND DU LAC STREET.  IT IS
 OM0734'A FOUR-LEGGED STEEL STRUCTURE ABOUT 100 FEET HIGH.
 OM0734
 OM0734                          STATION RECOVERY (1994)
 OM0734
 OM0734'RECOVERY NOTE BY US POWER SQUADRON 1994
 OM0734'RECOVERED IN GOOD CONDITION.
 OM0734
 OM0734                          STATION RECOVERY (2002)
 OM0734
 OM0734'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0734'THE WATER TANK AS DESCRIBED IN 1953 HAS BEEN TORN DOWN BECAUSE
 OM0734'LIGHTENING HIT THE TANK AND BLEW A LARGE HOLE IN IT AS DESCRIBED BY
 OM0734'THE NEIGHBOR WHOSE BASEMENT WAS FLOODED.  A NEW TANK OF A DIFFERENT
 OM0734'DESCRIPTION WAS BUILT ON THE SITE IN 1967.  IT IS LOCATED AT THE
 OM0734'INTERSECTION OF BARTON AVE. AND FOND DU LAC STREET IN WEST BEND.
 OM0734
 OM0734                          STATION RECOVERY (2004)
 OM0734
 OM0734'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 OM0734'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0732 ***********************************************************************
 OM0732  DESIGNATION -  BARTON ST MARYS CATH CH SPIRE
 OM0732  PID         -  OM0732
 OM0732  STATE/COUNTY-  WI/WASHINGTON
 OM0732  USGS QUAD   -  WEST BEND (1994)
 OM0732
 OM0732                         *CURRENT SURVEY CONTROL
 OM0732  ___________________________________________________________________
 OM0732* NAD 83(1991)-  43 26 26.91208(N)    088 11 02.61070(W)     ADJUSTED  
 OM0732* NAVD 88     -                                                        
 OM0732  ___________________________________________________________________
 OM0732  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 OM0732  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 OM0732
 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
 OM0732.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0732
 OM0732.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 OM0732
 OM0732  NAD 83(1986)-  43 26 26.90233(N)    088 11 02.61734(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0732.See file dsdata.txt to determine how the superseded data were derived.
 OM0732
 OM0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0418210449(NAD 83)
 OM0732
 OM0732  HISTORY     - Date     Condition        Report By
 OM0732  HISTORY     - 1953     MONUMENTED       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 = OCTOBER  7, 2006
 PO0759 ***********************************************************************
 PO0759  DESIGNATION -  BASKIN
 PO0759  PID         -  PO0759
 PO0759  STATE/COUNTY-  WI/DUNN
 PO0759  USGS QUAD   -  DURAND NORTH (1972)
 PO0759
 PO0759                         *CURRENT SURVEY CONTROL
 PO0759  ___________________________________________________________________
 PO0759* NAD 83(1991)-  44 44 46.27557(N)    091 59 36.96947(W)     ADJUSTED  
 PO0759* NAVD 88     -       345.3    (meters)    1133.     (feet)  VERTCON   
 PO0759  ___________________________________________________________________
 PO0759  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 PO0759  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 PO0759
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0759
 PO0759.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0759.See file dsdata.txt to determine how the superseded data were derived.
 PO0759
 PO0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK7966955248(NAD 83)
 PO0759_MARKER: DD = SURVEY DISK
 PO0759_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  7, 2006
 QM0088 ***********************************************************************
 QM0088  DESIGNATION -  BASS
 QM0088  PID         -  QM0088
 QM0088  STATE/COUNTY-  WI/OCONTO
 QM0088  USGS QUAD   -  TOWNSEND (1972)
 QM0088
 QM0088                         *CURRENT SURVEY CONTROL
 QM0088  ___________________________________________________________________
 QM0088* NAD 83(1991)-  45 20 40.48085(N)    088 35 50.17627(W)     ADJUSTED  
 QM0088* NAVD 88     -       419.490  (meters)    1376.28   (feet)  ADJUSTED  
 QM0088  ___________________________________________________________________
 QM0088  LAPLACE CORR-          -5.00  (seconds)                    DEFLEC99
 QM0088  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 QM0088  DYNAMIC HT  -         419.441 (meters)    1376.12  (feet)  COMP
 QM0088  MODELED GRAV-     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
 QM0088.and adjusted by the National Geodetic Survey in June 1991..
 QM0088
 QM0088.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0088
 QM0088.The geoid height was determined by GEOID03.
 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;                    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;SPC WI N     -    20,744.701   709,935.327   MT  1.00004771   +1 00 42.8
 QM0088;SPC WI N     -    68,059.91  2,329,179.49   sFT  1.00004771   +1 00 42.8
 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     -   0.99993972  x   0.99997410  =   0.99991383
 QM0088!SPC WI N     -   0.99993972  x   1.00004771  =   0.99998743
 QM0088!UTM  16      -   0.99993972  x   0.99979252  =   0.99973226
 QM0088
 QM0088:                Primary Azimuth Mark                     Grid Az
 QM0088:SPC WI C     -  TOWNSEND                                 160 10 53.1
 QM0088:SPC WI N     -  TOWNSEND                                 160 09 33.3
 QM0088:UTM  16      -  TOWNSEND                                 162 18 27.0
 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  NGVD 29 (??/??/92)  419.479  (m)         1376.24   (f) ADJ UNCH    1 2
 QM0088
 QM0088.Superseded values are not recommended for survey control.
 QM0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0088.See file dsdata.txt to determine how the superseded data were derived.
 QM0088
 QM0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR7486822471(NAD 83)
 QM0088_MARKER: DS = TRIANGULATION STATION DISK
 QM0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0088_SP_SET: CONCRETE POST
 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 - November 16, 2005
 QM0088
 QM0088  HISTORY     - Date     Condition        Report By
 QM0088  HISTORY     - 1921     MONUMENTED       CGS
 QM0088  HISTORY     - 1922     GOOD             NGS
 QM0088  HISTORY     - 1934     GOOD             NGS
 QM0088  HISTORY     - 1985     GOOD             NGS
 QM0088  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 QM0088  HISTORY     - 20051116 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 NATIONAL 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0715 ***********************************************************************
 QM0715  DESIGNATION -  BASSWOOD
 QM0715  PID         -  QM0715
 QM0715  STATE/COUNTY-  WI/LANGLADE
 QM0715  USGS QUAD   -  ENTERPRISE (1973)
 QM0715
 QM0715                         *CURRENT SURVEY CONTROL
 QM0715  ___________________________________________________________________
 QM0715* NAD 83(1991)-  45 22 36.67917(N)    089 17 30.02920(W)     ADJUSTED  
 QM0715* NAVD 88     -       535.     (meters)    1755.     (feet)  SCALED    
 QM0715  ___________________________________________________________________
 QM0715  LAPLACE CORR-          -6.18  (seconds)                    DEFLEC99
 QM0715  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 QM0715
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0715
 QM0715.The geoid height was determined by GEOID03.
 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     -   0.99992135  x   0.99997887  =   0.99990023
 QM0715!UTM  16      -   0.99992135  x   0.99999586  =   0.99991722
 QM0715
 QM0715:                Primary Azimuth Mark                     Grid Az
 QM0715:SPC WI C     -  RAT LAKE LOOKOUT TOWER                   061 01 14.8
 QM0715:UTM  16      -  RAT LAKE LOOKOUT TOWER                   063 09 07.5
 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 USGS MARK NEAR BASSWOOD 1940         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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0715.See file dsdata.txt to determine how the superseded data were derived.
 QM0715
 QM0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR2056927370(NAD 83)
 QM0715_MARKER: DS = TRIANGULATION STATION DISK
 QM0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0715_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 DH5374 ***********************************************************************
 DH5374  DESIGNATION -  BASSWOOD GPS
 DH5374  PID         -  DH5374
 DH5374  STATE/COUNTY-  WI/RICHLAND
 DH5374  USGS QUAD   -  RICHLAND CENTER (1983)
 DH5374
 DH5374                         *CURRENT SURVEY CONTROL
 DH5374  ___________________________________________________________________
 DH5374* NAD 83(1997)-  43 15 41.07907(N)    090 24 44.77052(W)     ADJUSTED  
 DH5374* NAVD 88     -                                                        
 DH5374  ___________________________________________________________________
 DH5374  X           -     -33,488.799 (meters)                     COMP
 DH5374  Y           -  -4,652,194.567 (meters)                     COMP
 DH5374  Z           -   4,348,899.806 (meters)                     COMP
 DH5374  LAPLACE CORR-          -4.63  (seconds)                    DEFLEC99
 DH5374  ELLIP HEIGHT-         297.21  (meters)          (08/01/05) GPS OBS
 DH5374  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 DH5374
 DH5374  HORZ ORDER  -  FIRST
 DH5374  ELLP ORDER  -  SECOND    CLASS I
 DH5374
 DH5374.The horizontal coordinates were established by GPS observations
 DH5374.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5374
 DH5374
 DH5374.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5374
 DH5374.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5374
 DH5374.The ellipsoidal height was determined by GPS observations
 DH5374.and is referenced to NAD 83.
 DH5374
 DH5374.The geoid height was determined by GEOID03.
 DH5374
 DH5374;                    North         East     Units Scale Factor Converg.
 DH5374;SPC WI S     -   140,213.232   566,514.766   MT  0.99993551   -0 17 00.2
 DH5374;SPC WI S     -   460,016.25  1,858,640.53   sFT  0.99993551   -0 17 00.2
 DH5374;UTM  15      - 4,793,095.886   710,016.192   MT  1.00014260   +1 46 26.3
 DH5374
 DH5374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5374!SPC WI S     -   0.99995339  x   0.99993551  =   0.99988891
 DH5374!UTM  15      -   0.99995339  x   1.00014260  =   1.00009599
 DH5374
 DH5374                          SUPERSEDED SURVEY CONTROL
 DH5374
 DH5374.No superseded survey control is available for this station.
 DH5374
 DH5374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1001693096(NAD 83)
 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 - 2003
 DH5374
 DH5374  HISTORY     - Date     Condition        Report By
 DH5374  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0716 ***********************************************************************
 QM0716  DESIGNATION -  BASSWOOD HILL LOOKOUT 1934
 QM0716  PID         -  QM0716
 QM0716  STATE/COUNTY-  WI/LANGLADE
 QM0716  USGS QUAD   -  ENTERPRISE (1973)
 QM0716
 QM0716                         *CURRENT SURVEY CONTROL
 QM0716  ___________________________________________________________________
 QM0716* NAD 83(1991)-  45 22 36.66622(N)    089 17 30.98583(W)     ADJUSTED  
 QM0716* NAVD 88     -                                                        
 QM0716  ___________________________________________________________________
 QM0716  LAPLACE CORR-          -6.18  (seconds)                    DEFLEC99
 QM0716  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 QM0716
 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
 QM0716.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0716
 QM0716.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 QM0716
 QM0716  NAD 83(1986)-  45 22 36.66680(N)    089 17 30.98730(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0716.See file dsdata.txt to determine how the superseded data were derived.
 QM0716
 QM0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR2054927371(NAD 83)
 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 = OCTOBER  7, 2006
 QM0714 ***********************************************************************
 QM0714  DESIGNATION -  BASSWOOD HILL LOT 1940
 QM0714  PID         -  QM0714
 QM0714  STATE/COUNTY-  WI/LANGLADE
 QM0714  USGS QUAD   -  ENTERPRISE (1973)
 QM0714
 QM0714                         *CURRENT SURVEY CONTROL
 QM0714  ___________________________________________________________________
 QM0714* NAD 83(1991)-  45 22 37.24744(N)    089 17 30.61752(W)     ADJUSTED  
 QM0714* NAVD 88     -       535.     (meters)    1755.     (feet)  SCALED    
 QM0714  ___________________________________________________________________
 QM0714  LAPLACE CORR-          -6.18  (seconds)                    DEFLEC99
 QM0714  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 QM0714
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0714
 QM0714.The geoid height was determined by GEOID03.
 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     -   0.99992135  x   0.99997890  =   0.99990026
 QM0714!UTM  16      -   0.99992135  x   0.99999591  =   0.99991727
 QM0714
 QM0714                          SUPERSEDED SURVEY CONTROL
 QM0714
 QM0714  NAD 83(1986)-  45 22 37.24802(N)    089 17 30.61899(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0714.See file dsdata.txt to determine how the superseded data were derived.
 QM0714
 QM0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR2055727388(NAD 83)
 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 = OCTOBER  7, 2006
 PN0047 ***********************************************************************
 PN0047  DESIGNATION -  BAT
 PN0047  PID         -  PN0047
 PN0047  STATE/COUNTY-  WI/OUTAGAMIE
 PN0047  USGS QUAD   -  ONEIDA NORTH (1992)
 PN0047
 PN0047                         *CURRENT SURVEY CONTROL
 PN0047  ___________________________________________________________________
 PN0047* NAD 83(1991)-  44 30 08.47356(N)    088 13 21.68295(W)     ADJUSTED  
 PN0047* NAVD 88     -       230.461  (meters)     756.10   (feet)  ADJUSTED  
 PN0047  ___________________________________________________________________
 PN0047  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 PN0047  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PN0047  DYNAMIC HT  -         230.431 (meters)     756.01  (feet)  COMP
 PN0047  MODELED GRAV-     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
 PN0047.and adjusted by the National Geodetic Survey in June 1991..
 PN0047
 PN0047.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0047
 PN0047.The geoid height was determined by GEOID03.
 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;                    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     -   0.99996954  x   0.99996187  =   0.99993141
 PN0047!UTM  16      -   0.99996954  x   0.99971618  =   0.99968573
 PN0047
 PN0047:                Primary Azimuth Mark                     Grid Az
 PN0047:SPC WI C     -  ONEIDA 1926                              088 35 06.3
 PN0047:UTM  16      -  ONEIDA 1926                              090 41 46.4
 PN0047
 PN0047|---------------------------------------------------------------------|
 PN0047| PID    Reference Object                     Distance      Geod. Az  |
 PN0047|                                                           dddmmss.s |
 PN0047| PN0881 ONEIDA 1926                         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
 PN0047.Superseded values are not recommended for survey control.
 PN0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0047.See file dsdata.txt to determine how the superseded data were derived.
 PN0047
 PN0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0280328398(NAD 83)
 PN0047_MARKER: DE = TRAVERSE STATION DISK
 PN0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0047_STAMPING: BAT 1926
 PN0047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PN0047
 PN0047  HISTORY     - Date     Condition        Report By
 PN0047  HISTORY     - 1926     MONUMENTED       CGS
 PN0047  HISTORY     - 1930     SEE DESCRIPTION  CGS
 PN0047  HISTORY     - 1930     GOOD             NGS
 PN0047  HISTORY     - 1934     GOOD             NGS
 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 NATIONAL 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 NATIONAL 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 = OCTOBER  7, 2006
 OM0673 ***********************************************************************
 OM0673  DESIGNATION -  BATAVIA
 OM0673  PID         -  OM0673
 OM0673  STATE/COUNTY-  WI/SHEBOYGAN
 OM0673  USGS QUAD   -  BATAVIA (1974)
 OM0673
 OM0673                         *CURRENT SURVEY CONTROL
 OM0673  ___________________________________________________________________
 OM0673* NAD 83(1991)-  43 36 15.44613(N)    088 02 59.04253(W)     ADJUSTED  
 OM0673* NAVD 88     -       305.     (meters)    1001.     (feet)  SCALED    
 OM0673  ___________________________________________________________________
 OM0673  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 OM0673  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 OM0673
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0673
 OM0673.The geoid height was determined by GEOID03.
 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     -   0.99995771  x   0.99993881  =   0.99989652
 OM0673!UTM  16      -   0.99995771  x   0.99968828  =   0.99964600
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0673.See file dsdata.txt to determine how the superseded data were derived.
 OM0673
 OM0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1528128459(NAD 83)
 OM0673_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0673
 OM0673  HISTORY     - Date     Condition        Report By
 OM0673  HISTORY     - 1953     MONUMENTED       CGS
 OM0673  HISTORY     - 1974     SEE DESCRIPTION  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
 OM0673'LAKE, 1 MILE NORTH OF BATAVIA AND ON THE PROPERTY OF MR. WM.
 OM0673'ILLIAN.  IT IS 134 FEET EAST OF THE CENTER OF HIGHWAY 28,
 OM0673'4 FEET SOUTHEAST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF
 OM0673'A FENCE LINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 OM0673'DISK IS STAMPED BATAVIA 1953.
 OM0673'
 OM0673'REFERENCE MARK NO. 1 IS 84 FEET WEST OF A WHITE WITNESS
 OM0673'POST AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK PROJECTS
 OM0673'ABOUT 2 INCHES AND THE DISK IS STAMPED BATAVIA NO 1 1953.
 OM0673'
 OM0673'REFERENCE MARK NO. 2 IS 6 FEET SOUTH OF A FENCE LINE AND 3 FEET
 OM0673'EAST OF A FENCE LINE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 OM0673'DISK IS STAMPED BATAVIA NO 2 1953.
 OM0673'
 OM0673'AZIMUTH MARK IS 30 FEET WEST OF THE CENTER OF HIGHWAY 28, 9
 OM0673'FEET SOUTHEAST OF A POWER LINE POLE AND 2 FEET NORTH OF A
 OM0673'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 OM0673'DISK IS STAMPED BATAVIA 1953.
 OM0673'
 OM0673'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 OM0673'144 AND 28 ABOUT 6 MILES WEST OF RANDOM LAKE, GO NORTH ON
 OM0673'HIGHWAY 28 FOR 3.25 MILES TO A CROSSROAD, COUNTY HIGHWAY A,
 OM0673'CONTINUE ON HIGHWAY 28 FOR 0.05 MILE TO THE AZIMUTH MARK ON
 OM0673'THE LEFT AS DESCRIBED.  CONTINUE AHEAD, NORTH, ON HIGHWAY
 OM0673'28 FOR 0.2 MILE TO THE STATION MARK ON THE 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
 OM0673'THAT THEY ARE THERE ANY LONGER AS THEY ARE BOTH AT THE EDGE
 OM0673'OF AND IN A CULTIVATED FIELD.
 OM0673'
 OM0673'THE TRIANGULATION STATION WAS NOT FOUND EITHER AND THE SAME
 OM0673'CONDITIONS EXIST FOR IT.  THE UNDERGROUND MARK (IF THERE IS
 OM0673'ONE) WAS NOT DUG FOR.  IT IS SUSPECTED THAT ALL THREE MARKS
 OM0673'ARE DESTROYED.
 OM0673'
 OM0673'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NORTH
 OM0673'OF 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 = OCTOBER  7, 2006
 DF6006 ***********************************************************************
 DF6006  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6006  DESIGNATION -  BATAVIA GPS
 DF6006  PID         -  DF6006
 DF6006  STATE/COUNTY-  WI/SHEBOYGAN
 DF6006  USGS QUAD   -  BATAVIA (1974)
 DF6006
 DF6006                         *CURRENT SURVEY CONTROL
 DF6006  ___________________________________________________________________
 DF6006* NAD 83(1997)-  43 37 03.36306(N)    088 03 00.88590(W)     ADJUSTED  
 DF6006* NAVD 88     -       266.62   (meters)     874.7    (feet)  GPS OBS   
 DF6006  ___________________________________________________________________
 DF6006  X           -     157,358.553 (meters)                     COMP
 DF6006  Y           -  -4,622,378.434 (meters)                     COMP
 DF6006  Z           -   4,377,589.758 (meters)                     COMP
 DF6006  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 DF6006  ELLIP HEIGHT-         231.32  (meters)          (06/11/03) GPS OBS
 DF6006  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 DF6006
 DF6006  HORZ ORDER  -  FIRST
 DF6006  ELLP ORDER  -  THIRD     CLASS I
 DF6006
 DF6006.The horizontal coordinates were established by GPS observations
 DF6006.and adjusted by the National Geodetic Survey in June 2003..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6006
 DF6006.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6006
 DF6006.The ellipsoidal height was determined by GPS observations
 DF6006.and is referenced to NAD 83.
 DF6006
 DF6006.The geoid height was determined by GEOID03.
 DF6006
 DF6006;                    North         East     Units Scale Factor Converg.
 DF6006;SPC WI S     -   181,540.761   757,359.393   MT  0.99993966   +1 20 22.9
 DF6006;SPC WI S     -   595,604.98  2,484,769.94   sFT  0.99993966   +1 20 22.9
 DF6006;UTM  16      - 4,829,937.845   415,258.298   MT  0.99968833   -0 43 28.4
 DF6006
 DF6006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6006!SPC WI S     -   0.99996373  x   0.99993966  =   0.99990339
 DF6006!UTM  16      -   0.99996373  x   0.99968833  =   0.99965207
 DF6006
 DF6006                          SUPERSEDED SURVEY CONTROL
 DF6006
 DF6006.No superseded survey control is available for this station.
 DF6006
 DF6006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1525829938(NAD 83)
 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 - December 04, 2003
 DF6006
 DF6006  HISTORY     - Date     Condition        Report By
 DF6006  HISTORY     - 20000925 MONUMENTED       WIDT
 DF6006  HISTORY     - 20031204 GOOD             USPSQD
 DF6006
 DF6006                          STATION DESCRIPTION
 DF6006
 DF6006'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DF6006'THIS STATION IS LOCATED ABOUT 37 KM SOUTHEAST OF FOND DU LAC, 32 KM
 DF6006'SOUTHWEST OF
 DF6006'SHEBOYGAN, AND 10 KM NORTHWEST OF RANDOM LAKE.  OWNERSHIP--WISCONSIN
 DF6006'DEPARTMENT OF
 DF6006'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DF6006'HIGHWAY 28 WITH STATE
 DF6006'HIGHWAY 144 EAST AND COUNTY HIGHWAY D (WEST) ABOUT 17 KM NORTHEAST OF
 DF6006'THE CITY OF WEST
 DF6006'BEND, GO NORTHEAST ON STATE HIGHWAY 28 FOR 7.0 KM TO COUNTY HIGHWAY SS
 DF6006'(WEST) ON THE
 DF6006'LEFT, CONTINUE NORTH ON STATE HIGHWAY 28 FOR 0.2 KM TO THE STATION ON
 DF6006'THE LEFT (WEST).
 DF6006'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF6006'GEODETIC SURVEY
 DF6006'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DF6006'SET TO A DEPTH OF
 DF6006'2.4 M AND ABOUT LEVEL TO THE HIGHWAY PAVEMENT.  THE STATION IS 12.5 M
 DF6006'WEST OF THE
 DF6006'CENTERLINE OF STATE HIGHWAY 28, 30.6 M SOUTHWEST OF A TELEPHONE POLE
 DF6006'--83-02514 55-4--, 21.6
 DF6006'M WEST OF THE TOP CENTER OF THE NORTH END OF A 41-CM DIAMETER
 DF6006'CORRUGATED METAL
 DF6006'CULVERT PIPE, 3 M NORTH OF EXTENDED CENTER LINE OF A PRIVATE ENTRANCE,
 DF6006'1.0 M NORTH, 1.0 M
 DF6006'SOUTH, AND 1.0 M WEST OF THREE 4X4 ORANGE PLASTIC WITNESS POSTS.
 DF6006'---NOTE---THIS STATION
 DF6006'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DF6006'HORIZON.
 DF6006' 
 DF6006' 
 DF6006' 
 DF6006' 
 DF6006'
 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--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0811 ***********************************************************************
 ON0811  DESIGNATION -  BATTLE GROUND
 ON0811  PID         -  ON0811
 ON0811  STATE/COUNTY-  WI/VERNON
 ON0811  USGS QUAD   -  DE SOTO (1983)
 ON0811
 ON0811                         *CURRENT SURVEY CONTROL
 ON0811  ___________________________________________________________________
 ON0811* NAD 83(1991)-  43 27 41.16992(N)    091 12 42.12729(W)     ADJUSTED  
 ON0811* NAVD 88     -       350.     (meters)    1148.     (feet)  SCALED    
 ON0811  ___________________________________________________________________
 ON0811  LAPLACE CORR-          -6.02  (seconds)                    DEFLEC99
 ON0811  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 ON0811
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0811
 ON0811.The geoid height was determined by GEOID03.
 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 IA N     - 1,220,387.593 1,685,172.741   MT  1.00004141   +1 33 03.2
 ON0811;SPC MN S     -   155,121.405 1,025,627.234   MT  1.00008526   +1 57 15.8
 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     -   0.99995006  x   0.99993310  =   0.99988316
 ON0811!SPC IA N     -   0.99995006  x   1.00004141  =   0.99999146
 ON0811!SPC MN S     -   0.99995006  x   1.00008526  =   1.00003531
 ON0811!UTM  15      -   0.99995006  x   0.99985744  =   0.99980750
 ON0811
 ON0811:                Primary Azimuth Mark                     Grid Az
 ON0811:SPC WI S     -  IASOTA                                   289 35 49.8
 ON0811:SPC IA N     -  IASOTA                                   287 12 49.4
 ON0811:SPC MN S     -  IASOTA                                   286 48 36.8
 ON0811:UTM  15      -  IASOTA                                   287 32 03.4
 ON0811
 ON0811|---------------------------------------------------------------------|
 ON0811| PID    Reference Object                     Distance      Geod. Az  |
 ON0811|                                                           dddmmss.s |
 ON0811| ON0780 IASOTA                              APPROX.13.6 KM 2884552.6 |
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0811.See file dsdata.txt to determine how the superseded data were derived.
 ON0811
 ON0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ4466713612(NAD 83)
 ON0811
 ON0811  HISTORY     - Date     Condition        Report By
 ON0811  HISTORY     - 1931     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 = OCTOBER  7, 2006
 ON1023 ***********************************************************************
 ON1023  DESIGNATION -  BAUER
 ON1023  PID         -  ON1023
 ON1023  STATE/COUNTY-  WI/SAUK
 ON1023  USGS QUAD   -  BEAR VALLEY (1983)
 ON1023
 ON1023                         *CURRENT SURVEY CONTROL
 ON1023  ___________________________________________________________________
 ON1023* NAD 83(1991)-  43 17 35.29451(N)    090 08 18.66068(W)     ADJUSTED  
 ON1023* NAVD 88     -       356.     (meters)    1168.     (feet)  SCALED    
 ON1023  ___________________________________________________________________
 ON1023  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 ON1023  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 ON1023
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1023
 ON1023.The geoid height was determined by GEOID03.
 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  =   1.00021242
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1023.See file dsdata.txt to determine how the superseded data were derived.
 ON1023
 ON1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH3212997345(NAD 83)
 ON1023_MARKER: DS = TRIANGULATION STATION DISK
 ON1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 AB8459 ***********************************************************************
 AB8459  DESIGNATION -  BAUER
 AB8459  PID         -  AB8459
 AB8459  STATE/COUNTY-  WI/BURNETT
 AB8459  USGS QUAD   -  TRADE RIVER (1983)
 AB8459
 AB8459                         *CURRENT SURVEY CONTROL
 AB8459  ___________________________________________________________________
 AB8459* NAD 83(1997)-  45 43 46.33582(N)    092 39 34.35720(W)     ADJUSTED  
 AB8459* NAVD 88     -       288.2    (meters)     946.     (feet)  GPS OBS   
 AB8459  ___________________________________________________________________
 AB8459  X           -    -206,952.624 (meters)                     COMP
 AB8459  Y           -  -4,455,273.563 (meters)                     COMP
 AB8459  Z           -   4,544,501.174 (meters)                     COMP
 AB8459  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 AB8459  ELLIP HEIGHT-         261.27  (meters)          (01/30/03) GPS OBS
 AB8459  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AB8459
 AB8459  HORZ ORDER  -  FIRST
 AB8459  ELLP ORDER  -  FOURTH    CLASS I
 AB8459
 AB8459.The horizontal coordinates were established by GPS observations
 AB8459.and adjusted by the National Geodetic Survey in January 2003..
 AB8459
 AB8459.The orthometric height was determined by GPS observations and a
 AB8459.high-resolution geoid model.
 AB8459
 AB8459.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8459
 AB8459.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8459
 AB8459.The ellipsoidal height was determined by GPS observations
 AB8459.and is referenced to NAD 83.
 AB8459
 AB8459.The geoid height was determined by GEOID03.
 AB8459
 AB8459;                    North         East     Units Scale Factor Converg.
 AB8459;SPC WI N     -    66,025.053   393,025.483   MT  0.99997442   -1 55 06.7
 AB8459;SPC WI N     -   216,617.19  1,289,451.11   sFT  0.99997442   -1 55 06.7
 AB8459;UTM  15      - 5,064,054.350   526,490.468   MT  0.99960863   +0 14 37.6
 AB8459
 AB8459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8459!SPC WI N     -   0.99995904  x   0.99997442  =   0.99993346
 AB8459!UTM  15      -   0.99995904  x   0.99960863  =   0.99956769
 AB8459
 AB8459                          SUPERSEDED SURVEY CONTROL
 AB8459
 AB8459  NAD 83(1991)-  45 43 46.33542(N)    092 39 34.35521(W) AD(       ) 1
 AB8459  ELLIP H (12/09/96)  261.30   (m)                       GP(       ) 4 1
 AB8459
 AB8459.Superseded values are not recommended for survey control.
 AB8459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8459.See file dsdata.txt to determine how the superseded data were derived.
 AB8459
 AB8459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2649064054(NAD 83)
 AB8459_MARKER: DD = SURVEY DISK
 AB8459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8459_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8459+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB8459
 AB8459  HISTORY     - Date     Condition        Report By
 AB8459  HISTORY     - 1993     MONUMENTED       WI-013
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON1026 ***********************************************************************
 ON1026  DESIGNATION -  BAUER AZ MK 2
 ON1026  PID         -  ON1026
 ON1026  STATE/COUNTY-  WI/SAUK
 ON1026  USGS QUAD   -  BEAR VALLEY (1983)
 ON1026
 ON1026                         *CURRENT SURVEY CONTROL
 ON1026  ___________________________________________________________________
 ON1026* NAD 83(1991)-  43 17 39.29362(N)    090 08 00.03048(W)     ADJUSTED  
 ON1026* NAVD 88     -       362.     (meters)    1188.     (feet)  SCALED    
 ON1026  ___________________________________________________________________
 ON1026  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 ON1026  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 ON1026
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1026
 ON1026.The geoid height was determined by GEOID03.
 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  =   0.99988290
 ON1026!UTM  15      -   0.99994862  x   1.00026526  =   1.00021386
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1026.See file dsdata.txt to determine how the superseded data were derived.
 ON1026
 ON1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH3254497482(NAD 83)
 ON1026_MARKER: DS = TRIANGULATION STATION DISK
 ON1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1026_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 PN0671 ***********************************************************************
 PN0671  DESIGNATION -  BAUER USLS
 PN0671  PID         -  PN0671
 PN0671  STATE/COUNTY-  WI/WINNEBAGO
 PN0671  USGS QUAD   -  NEENAH (1992)
 PN0671
 PN0671                         *CURRENT SURVEY CONTROL
 PN0671  ___________________________________________________________________
 PN0671* NAD 83(1986)-  44 13 24.     (N)    088 25 36.     (W)     SCALED    
 PN0671* NAVD 88     -       232.791  (meters)     763.75   (feet)  ADJUSTED  
 PN0671  ___________________________________________________________________
 PN0671  GEOID HEIGHT-         -36.28  (meters)                     GEOID03
 PN0671  DYNAMIC HT  -         232.751 (meters)     763.62  (feet)  COMP
 PN0671  MODELED GRAV-     980,441.6   (mgal)                       NAVD 88
 PN0671
 PN0671  VERT ORDER  -  FIRST     CLASS 0
 PN0671
 PN0671.The horizontal coordinates were scaled from a topographic map and have
 PN0671.an estimated accuracy of +/- 6 seconds.
 PN0671
 PN0671.The orthometric height was determined by differential leveling
 PN0671.and adjusted by the National Geodetic Survey in June 1991..
 PN0671
 PN0671.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 PN0671
 PN0671.No superseded survey control is available for this station.
 PN0671
 PN0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP860976(NAD 83)
 PN0671_MARKER: I = METAL ROD
 PN0671_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PN0671_SP_SET: COPPER-CLAD STEEL ROD
 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 = OCTOBER  7, 2006
 PN1202 ***********************************************************************
 PN1202  DESIGNATION -  BAUR
 PN1202  PID         -  PN1202
 PN1202  STATE/COUNTY-  WI/MARATHON
 PN1202  USGS QUAD   -  HALDER (1981)
 PN1202
 PN1202                         *CURRENT SURVEY CONTROL
 PN1202  ___________________________________________________________________
 PN1202* NAD 83(1991)-  44 47 52.43940(N)    089 50 42.99413(W)     ADJUSTED  
 PN1202* NAVD 88     -       399.6    (meters)    1311.     (feet)  VERTCON   
 PN1202  ___________________________________________________________________
 PN1202  LAPLACE CORR-          -8.02  (seconds)                    DEFLEC99
 PN1202  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 PN1202
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1202
 PN1202.The geoid height was determined by GEOID03.
 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     -   0.99994277  x   0.99994163  =   0.99988440
 PN1202!UTM  16      -   0.99994277  x   1.00022279  =   1.00016555
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1202.See file dsdata.txt to determine how the superseded data were derived.
 PN1202
 PN1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7496164439(NAD 83)
 PN1202_MARKER: DE = TRAVERSE STATION DISK
 PN1202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1202_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PN1202_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 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 = OCTOBER  7, 2006
 PP2196 ***********************************************************************
 PP2196  DESIGNATION -  BAY CITY TABOR CHURCH SPIRE
 PP2196  PID         -  PP2196
 PP2196  STATE/COUNTY-  WI/PIERCE
 PP2196  USGS QUAD   -  BAY CITY (1994)
 PP2196
 PP2196                         *CURRENT SURVEY CONTROL
 PP2196  ___________________________________________________________________
 PP2196* NAD 83(1991)-  44 35 12.82459(N)    092 23 42.95987(W)     ADJUSTED  
 PP2196* NAVD 88     -                                                        
 PP2196  ___________________________________________________________________
 PP2196  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 PP2196  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 PP2196
 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
 PP2196.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP2196
 PP2196.The geoid height was determined by GEOID03.
 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;SPC MN S     -   277,573.038   927,416.059   MT  0.99992315   +1 07 29.3
 PP2196;UTM  15      - 4,937,239.255   548,003.496   MT  0.99962834   +0 25 28.3
 PP2196
 PP2196                          SUPERSEDED SURVEY CONTROL
 PP2196
 PP2196  NAD 83(1991)-  44 35 12.81681(N)    092 23 42.95899(W) AD(       ) 4
 PP2196  NAD 83(1986)-  44 35 12.81542(N)    092 23 42.96222(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2196.See file dsdata.txt to determine how the superseded data were derived.
 PP2196
 PP2196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK4800337239(NAD 83)
 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 = OCTOBER  7, 2006
 NH1276 ***********************************************************************
 NH1276  DESIGNATION -  BAYFIELD
 NH1276  PID         -  NH1276
 NH1276  STATE/COUNTY-  WI/ROCK
 NH1276  USGS QUAD   -  SHOPIERE (1976)
 NH1276
 NH1276                         *CURRENT SURVEY CONTROL
 NH1276  ___________________________________________________________________
 NH1276* NAD 83(1991)-  42 32 18.50769(N)    088 54 31.43000(W)     ADJUSTED  
 NH1276* NAVD 88     -       279.     (meters)     915.     (feet)  SCALED    
 NH1276  ___________________________________________________________________
 NH1276  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 NH1276  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 NH1276
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1276
 NH1276.The geoid height was determined by GEOID03.
 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 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 IL E     -   652,074.512   252,733.036   MT  1.00000248   -0 23 20.5
 NH1276;SPC IL E     - 2,139,347.79    829,174.97   sFT  1.00000248   -0 23 20.5
 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     -   0.99996153  x   1.00004498  =   1.00000651
 NH1276!SPC IL W     -   0.99996153  x   1.00007250  =   1.00003403
 NH1276!SPC IL E     -   0.99996153  x   1.00000248  =   0.99996401
 NH1276!UTM  16      -   0.99996153  x   0.99990227  =   0.99986381
 NH1276
 NH1276|---------------------------------------------------------------------|
 NH1276| PID    Reference Object                     Distance      Geod. Az  |
 NH1276|                                                           dddmmss.s |
 NH1276| CI8989 BAYFIELD RM                          17.390 METERS 09716     |
 NH1276| NH0263 BARRON                              APPROX. 1.5 KM 2532459.8 |
 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
 NH1276.Superseded values are not recommended for survey control.
 NH1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1276.See file dsdata.txt to determine how the superseded data were derived.
 NH1276
 NH1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4326111331(NAD 83)
 NH1276_MARKER: DS = TRIANGULATION STATION DISK
 NH1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 RM0765 ***********************************************************************
 RM0765  DESIGNATION -  BAYFIELD DNR RELAY TOWER
 RM0765  PID         -  RM0765
 RM0765  STATE/COUNTY-  WI/BAYFIELD
 RM0765  USGS QUAD   -  BAYFIELD (1975)
 RM0765
 RM0765                         *CURRENT SURVEY CONTROL
 RM0765  ___________________________________________________________________
 RM0765* NAD 83(1991)-  46 49 40.00457(N)    090 50 37.61352(W)     ADJUSTED  
 RM0765* NAVD 88     -                                                        
 RM0765  ___________________________________________________________________
 RM0765  LAPLACE CORR-          -4.45  (seconds)                    DEFLEC99
 RM0765  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 RM0765
 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
 RM0765.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0765
 RM0765.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 RM0765
 RM0765  NAD 83(1991)-  46 49 40.00462(N)    090 50 37.61274(W) AD(       ) 4
 RM0765  NAD 83(1986)-  46 49 39.99545(N)    090 50 37.60441(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0765.See file dsdata.txt to determine how the superseded data were derived.
 RM0765
 RM0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6445188283(NAD 83)
 RM0765_MARKER: 43 = RADIO/TV TOWER
 RM0765
 RM0765  HISTORY     - Date     Condition        Report By
 RM0765  HISTORY     - 1978     FIRST OBSERVED   WIDNR
 RM0765
 RM0765                          STATION DESCRIPTION
 RM0765
 RM0765'DESCRIBED BY WI DEPT OF NAT RES 1978 (JRS)
 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 = OCTOBER  7, 2006
 RM0771 ***********************************************************************
 RM0771  DESIGNATION -  BAYFIELD LOT
 RM0771  PID         -  RM0771
 RM0771  STATE/COUNTY-  WI/BAYFIELD
 RM0771  USGS QUAD   -  BAYFIELD (1975)
 RM0771
 RM0771                         *CURRENT SURVEY CONTROL
 RM0771  ___________________________________________________________________
 RM0771* NAD 83(1991)-  46 50 03.03238(N)    090 51 05.58999(W)     ADJUSTED  
 RM0771* NAVD 88     -                                                        
 RM0771  ___________________________________________________________________
 RM0771  LAPLACE CORR-          -4.23  (seconds)                    DEFLEC99
 RM0771  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 RM0771
 RM0771  HORZ ORDER  -  THIRD
 RM0771
 RM0771.The horizontal coordinates were established by classical geodetic methods
 RM0771.and adjusted by the National Geodetic Survey in March 1999..
 RM0771
 RM0771
 RM0771.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0771
 RM0771.The geoid height was determined by GEOID03.
 RM0771
 RM0771;                    North         East     Units Scale Factor Converg.
 RM0771;SPC WI N     -   185,691.251   535,034.594   MT  1.00001305   -0 36 51.4
 RM0771;SPC WI N     -   609,222.05  1,755,359.33   sFT  1.00001305   -0 36 51.4
 RM0771;UTM  15      - 5,188,977.916   663,839.192   MT  0.99992994   +1 34 02.5
 RM0771
 RM0771                          SUPERSEDED SURVEY CONTROL
 RM0771
 RM0771  NAD 83(1991)-  46 50 03.03231(N)    090 51 05.58901(W) AD(       ) 4
 RM0771  NAD 83(1986)-  46 50 03.02408(N)    090 51 05.58145(W) AD(       ) 4
 RM0771  NAD 27      -  46 50 03.27546(N)    090 51 04.91141(W) AD(       ) 3
 RM0771
 RM0771.Superseded values are not recommended for survey control.
 RM0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0771.See file dsdata.txt to determine how the superseded data were derived.
 RM0771
 RM0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6383988978(NAD 83)
 RM0771_MARKER: 57 = LOOKOUT TOWER
 RM0771
 RM0771  HISTORY     - Date     Condition        Report By
 RM0771  HISTORY     - 1978     FIRST OBSERVED   NGS
 RM0771  HISTORY     - 20000308 MARK NOT FOUND   USPSQD
 RM0771
 RM0771                          STATION DESCRIPTION
 RM0771
 RM0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 RM0771'THE STATION, BAYFIELD LOOKOUT TOWER, WAS RECOVERED.  IT IS
 RM0771'THE APEX OF THE CABIN ROOF ATOP A FOUR-LEGGED STEEL
 RM0771'STRUCTURE, WITH THE CABIN PAINTED SILVER AND AN OVERALL
 RM0771'HEIGHT OF APPROXIMATELY 110 FEET.
 RM0771'
 RM0771'THE STATION IS LOCATED 8 MILES SOUTH-SOUTHEAST OF SAND BAY,
 RM0771'3-1/4 MILES SOUTHWEST OF RED CLIFF,
 RM0771'2-1/2 MILES NORTHWEST OF BAYFIELD, AND
 RM0771'MAINTAINED BY THE BAYFIELD COUNTY FORESTRY DEPARTMENT,
 RM0771'BAYFIELD COUNTY COURT HOUSE, WASHBURN, WISCONSIN 54819,
 RM0771'ATTENTION MR. WILLIAM HEPNER, TELEPHONE NUMBER 715-779-3303.
 RM0771'
 RM0771'TO REACH FROM THE BAYFIELD INN IN BAYFIELD, GO NORTHEASTERLY
 RM0771'ON STATE HIGHWAY 13 FOR 0.1 MILE TO THE JUNCTION OF COUNTY
 RM0771'ROAD I, WASHINGTON AVENUE, ON THE LEFT.  TURN LEFT AND
 RM0771'GO WEST, NORTH, AND WEST ON COUNTY ROAD I FOR 1.55 MILES
 RM0771'TO THE JUNCTION OF COUNTY ROAD J.  TURN RIGHT AND GO
 RM0771'NORTH ON COUNTY ROAD J FOR 1.0 MILE TO A NARROW PAVED
 RM0771'SIDE ROAD LEFT.  TURN LEFT AND GO WESTERLY ON THE PAVED
 RM0771'ROAD FOR 0.55 MILE TO THE STATION ON THE LEFT.
 RM0771
 RM0771                          STATION RECOVERY (2000)
 RM0771
 RM0771'RECOVERY NOTE BY US POWER SQUADRON 2000
 RM0771'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0762 ***********************************************************************
 RM0762  DESIGNATION -  BAYFIELD LOT D
 RM0762  PID         -  RM0762
 RM0762  STATE/COUNTY-  WI/BAYFIELD
 RM0762  USGS QUAD   -  BAYFIELD (1975)
 RM0762
 RM0762                         *CURRENT SURVEY CONTROL
 RM0762  ___________________________________________________________________
 RM0762* NAD 83(1991)-  46 50 03.03258(N)    090 51 05.59006(W)     ADJUSTED  
 RM0762* NAVD 88     -       417.1    (meters)    1368.     (feet)  VERTCON   
 RM0762  ___________________________________________________________________
 RM0762  LAPLACE CORR-          -4.23  (seconds)                    DEFLEC99
 RM0762  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 RM0762
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0762
 RM0762.The geoid height was determined by GEOID03.
 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  =   0.99986951
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0762.See file dsdata.txt to determine how the superseded data were derived.
 RM0762
 RM0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6383988978(NAD 83)
 RM0762_MARKER: DD = SURVEY DISK
 RM0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0762_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB6933 ***********************************************************************
 AB6933  DESIGNATION -  BAYFIELD RESET
 AB6933  PID         -  AB6933
 AB6933  STATE/COUNTY-  WI/BAYFIELD
 AB6933  USGS QUAD   -  BAYFIELD (1975)
 AB6933
 AB6933                         *CURRENT SURVEY CONTROL
 AB6933  ___________________________________________________________________
 AB6933* NAD 83(1991)-  46 50 03.08945(N)    090 51 06.28510(W)     ADJUSTED  
 AB6933* NAVD 88     -       416.4    (meters)    1366.     (feet)  VERTCON   
 AB6933  ___________________________________________________________________
 AB6933  LAPLACE CORR-          -4.23  (seconds)                    DEFLEC99
 AB6933  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 AB6933
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6933
 AB6933.The geoid height was determined by GEOID03.
 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  =   0.99986956
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6933.See file dsdata.txt to determine how the superseded data were derived.
 AB6933
 AB6933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6382488979(NAD 83)
 AB6933_MARKER: DS = TRIANGULATION STATION DISK
 AB6933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6933_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AB6933_STAMPING: BAYFIELD 1953 1978
 AB6933_PROJECTION: FLUSH
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0766 ***********************************************************************
 RM0766  DESIGNATION -  BAYFIELD USCG RELAY TOWER
 RM0766  PID         -  RM0766
 RM0766  STATE/COUNTY-  WI/BAYFIELD
 RM0766  USGS QUAD   -  BAYFIELD (1975)
 RM0766
 RM0766                         *CURRENT SURVEY CONTROL
 RM0766  ___________________________________________________________________
 RM0766* NAD 83(1991)-  46 49 54.66656(N)    090 50 48.26750(W)     ADJUSTED  
 RM0766* NAVD 88     -                                                        
 RM0766  ___________________________________________________________________
 RM0766  LAPLACE CORR-          -4.31  (seconds)                    DEFLEC99
 RM0766  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 RM0766
 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
 RM0766.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0766
 RM0766.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 RM0766
 RM0766  NAD 83(1991)-  46 49 54.66656(N)    090 50 48.26668(W) AD(       ) 4
 RM0766  NAD 83(1986)-  46 49 54.65758(N)    090 50 48.25847(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0766.See file dsdata.txt to determine how the superseded data were derived.
 RM0766
 RM0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6421388730(NAD 83)
 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   USCG
 RM0766  HISTORY     - 20000308 GOOD             USPSQD
 RM0766  HISTORY     - 20040504 GOOD             USPSQD
 RM0766
 RM0766                          STATION DESCRIPTION
 RM0766
 RM0766'DESCRIBED BY US COAST GUARD 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 = OCTOBER  7, 2006
 RM0798 ***********************************************************************
 RM0798  DESIGNATION -  BAYVIEW LOT D
 RM0798  PID         -  RM0798
 RM0798  STATE/COUNTY-  WI/BAYFIELD
 RM0798  USGS QUAD   -  MT VALHALLA (1975)
 RM0798
 RM0798                         *CURRENT SURVEY CONTROL
 RM0798  ___________________________________________________________________
 RM0798* NAD 83(1991)-  46 44 12.65096(N)    091 01 28.10247(W)     ADJUSTED  
 RM0798* NAVD 88     -       431.     (meters)    1414.     (feet)  SCALED    
 RM0798  ___________________________________________________________________
 RM0798  LAPLACE CORR-          -6.42  (seconds)                    DEFLEC99
 RM0798  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 RM0798
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0798
 RM0798.The geoid height was determined by GEOID03.
 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  =   0.99981735
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0798.See file dsdata.txt to determine how the superseded data were derived.
 RM0798
 RM0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM5092577817(NAD 83)
 RM0798_MARKER: DB = BENCH MARK DISK
 RM0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0798_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RM0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0798+STABILITY: SURFACE MOTION
 RM0798
 RM0798  HISTORY     - Date     Condition        Report By
 RM0798  HISTORY     - 1939     MONUMENTED       USGS
 RM0798  HISTORY     - 1953     GOOD             CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0335 ***********************************************************************
 NJ0335  DESIGNATION -  BB 111
 NJ0335  PID         -  NJ0335
 NJ0335  STATE/COUNTY-  WI/GRANT
 NJ0335  USGS QUAD   -  CUBA CITY (1988)
 NJ0335
 NJ0335                         *CURRENT SURVEY CONTROL
 NJ0335  ___________________________________________________________________
 NJ0335* NAD 83(1986)-  42 36 33.     (N)    090 27 16.     (W)     SCALED    
 NJ0335* NAVD 88     -       306.643  (meters)    1006.04   (feet)  ADJUSTED  
 NJ0335  ___________________________________________________________________
 NJ0335  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 NJ0335  DYNAMIC HT  -         306.546 (meters)    1005.73  (feet)  COMP
 NJ0335  MODELED GRAV-     980,298.1   (mgal)                       NAVD 88
 NJ0335
 NJ0335  VERT ORDER  -  SECOND    CLASS 0
 NJ0335
 NJ0335.The horizontal coordinates were scaled from a topographic map and have
 NJ0335.an estimated accuracy of +/- 6 seconds.
 NJ0335
 NJ0335.The orthometric height was determined by differential leveling
 NJ0335.and adjusted by the National Geodetic Survey in June 1991..
 NJ0335
 NJ0335.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0335.See file dsdata.txt to determine how the superseded data were derived.
 NJ0335
 NJ0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH088205(NAD 83)
 NJ0335_MARKER: DB = BENCH MARK DISK
 NJ0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0335_STAMPING: BB 111 1934
 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 = OCTOBER  7, 2006
 RM0787 ***********************************************************************
 RM0787  DESIGNATION -  BEACH
 RM0787  PID         -  RM0787
 RM0787  STATE/COUNTY-  WI/BAYFIELD
 RM0787  USGS QUAD   -  SAND ISLAND (1975)
 RM0787
 RM0787                         *CURRENT SURVEY CONTROL
 RM0787  ___________________________________________________________________
 RM0787* NAD 83(1991)-  46 55 52.28577(N)    090 55 33.25313(W)     ADJUSTED  
 RM0787* NAVD 88     -       185.1    (meters)     607.     (feet)  VERTCON   
 RM0787  ___________________________________________________________________
 RM0787  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 RM0787  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 RM0787
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0787
 RM0787.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0787.See file dsdata.txt to determine how the superseded data were derived.
 RM0787
 RM0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM5788499606(NAD 83)
 RM0787_MARKER: DS = TRIANGULATION STATION DISK
 RM0787_SETTING: 0 = UNSPECIFIED SETTING
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1251 ***********************************************************************
 PN1251  DESIGNATION -  BEAGLE
 PN1251  PID         -  PN1251
 PN1251  STATE/COUNTY-  WI/PORTAGE
 PN1251  USGS QUAD   -  NEW HOPE (1986)
 PN1251
 PN1251                         *CURRENT SURVEY CONTROL
 PN1251  ___________________________________________________________________
 PN1251* NAD 83(1991)-  44 30 14.54475(N)    089 15 59.15601(W)     ADJUSTED  
 PN1251* NAVD 88     -       357.4    (meters)    1173.     (feet)  VERTCON   
 PN1251  ___________________________________________________________________
 PN1251  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 PN1251  GEOID HEIGHT-         -36.10  (meters)                     GEOID03
 PN1251
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1251
 PN1251.The geoid height was determined by GEOID03.
 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     -   0.99994962  x   0.99996168  =   0.99991131
 PN1251!UTM  16      -   0.99994962  x   0.99999919  =   0.99994881
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1251.See file dsdata.txt to determine how the superseded data were derived.
 PN1251
 PN1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ1983530356(NAD 83)
 PN1251_MARKER: DE = TRAVERSE STATION DISK
 PN1251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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       WIDT
 PN1251  HISTORY     - 19950905 GOOD             USPSQD
 PN1251  HISTORY     - 20040111 MARK NOT FOUND   USPSQD
 PN1251
 PN1251                          STATION DESCRIPTION
 PN1251
 PN1251'DESCRIBED BY WI DEPT OF TRANSP 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 = OCTOBER  7, 2006
 PO0524 ***********************************************************************
 PO0524  DESIGNATION -  BEAL
 PO0524  PID         -  PO0524
 PO0524  STATE/COUNTY-  WI/WOOD
 PO0524  USGS QUAD   -  LAKE MANAKIKI (1979)
 PO0524
 PO0524                         *CURRENT SURVEY CONTROL
 PO0524  ___________________________________________________________________
 PO0524* NAD 83(1991)-  44 30 14.24069(N)    090 12 31.41333(W)     ADJUSTED  
 PO0524* NAVD 88     -       410.1    (meters)    1345.     (feet)  VERTCON   
 PO0524  ___________________________________________________________________
 PO0524  LAPLACE CORR-          -6.72  (seconds)                    DEFLEC99
 PO0524  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 PO0524
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0524
 PO0524.The geoid height was determined by GEOID03.
 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     -   0.99994106  x   0.99996169  =   0.99990276
 PO0524!UTM  15      -   0.99994106  x   1.00020550  =   1.00014655
 PO0524
 PO0524:                Primary Azimuth Mark                     Grid Az
 PO0524:SPC WI C     -  MARSHFIELD PIPELINE MICROWAVE            015 56 58.0
 PO0524:UTM  15      -  MARSHFIELD PIPELINE MICROWAVE            013 50 41.3
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0524.See file dsdata.txt to determine how the superseded data were derived.
 PO0524
 PO0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK2188731639(NAD 83)
 PO0524_MARKER: DH = HORIZONTAL CONTROL DISK
 PO0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0524_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PO0524_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 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,
 PO0524'2.4 KM (1-1/2 MI) EAST OF STATE HIGHWAY 13, ON TOP OF THE HIGHEST
 PO0524'HILL AND IN THE CENTER OF S1,T23N,R2E OF CARY TOWNSHIP.
 PO0524'OWNERSHIP--THOMAS A. BEAL, P.O. BOX 374, PLOVER, WI 54467,
 PO0524'TELEPHONE (517) 341-1103.
 PO0524'
 PO0524'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 10 AND
 PO0524'STATE HIGHWAY 13, ABOUT 8 KM (5 MI) SOUTH OF MARSHFIELD.  GO SOUTH
 PO0524'ON STATE HIGHWAY 13 FOR 11.3 KM (7.0 MI) TO A SIDE ROAD RIGHT,
 PO0524'COUNTY ROUTE CC.  TURN RIGHT AND GO WEST ON COUNTY ROUTE CC
 PO0524'FOR 1.4 KM (0.9 MI) TO A DIRT ROAD RIGHT.  TURN RIGHT AND GO
 PO0524'NORTH ON THE DIRT ROAD FOR O.6 KM (0.4 MI) TO A BARN ON THE
 PO0524'LEFT AND A HOUSE ON THE RIGHT.  TURN LEFT AND PASS THROUGH THE
 PO0524'GATE ON THE NORTH SIDE OF THE BARN AND GO WESTERLY CROSSING A
 PO0524'LOG BRIDGE AND PASSING THROUGH A GRAVEL PIT FOR 0.6 KM (0.35 MI)
 PO0524'TO A WIRE GATE.  PASS THROUGH THE GATE AND GO WEST FOR
 PO0524'30 METERS (100 FT), THEN TURN RIGHT AND GO NORTH AND
 PO0524'NORTHWESTERLY THROUGH HEAVY BRUSH AND UPHILL FOLLOWING A DIM
 PO0524'WOODS ROAD FOR 0.6 KM (0.4 MI) TO THE END OF THE ROAD AT A FENCE
 PO0524'LINE AND THE STATION.
 PO0524'
 PO0524'THE STATION IS A STANDARD NGS DISK
 PO0524'STAMPED---BEAL 1981---,
 PO0524'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PO0524'FLUSH WITH GROUND.  IT IS LOCATED
 PO0524'7.7 METERS (25.3 FT) SOUTHEAST FROM A FENCE CORNER,
 PO0524'7.4 METERS (24.3 FT) EAST-SOUTHEAST FROM A FENCE,
 PO0524'4.51 METERS (14.79 FT) NORTHEAST FROM A TRIANGLE BLAZED TREE, AND
 PO0524'3.45 METERS (11.32 FT) SOUTH FROM A METAL WITNESS POST.
 PO0524'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 PO0524'STAMPED---BEAL 1981---,
 PO0524'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 PO0524'
 PO0524'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 PO0524'STAMPED---BEAL NO 1 1981---,
 PO0524'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 3 METERS
 PO0524'LARGEST DIMENSION.  IT IS LOCATED
 PO0524'18.5 METERS (60.7 FT) SOUTHWEST FROM THE CENTER OF THE WOODS ROAD
 PO0524'AND
 PO0524'0.71 METER (2.33 FT) WEST FROM A METAL WITNESS POST.
 PO0524'MARK IS BELOW STATION 0.6 METERS.
 PO0524'
 PO0524'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 PO0524'STAMPED---BEAL NO 2 1981---,
 PO0524'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 0.5 METERS
 PO0524'LARGEST DIMENSION.  IT IS LOCATED
 PO0524'8.7 METERS (28.5 FT) NORTHEAST FROM THE CENTER OF THE WOODS ROAD
 PO0524'AND
 PO0524'0.47 METER (1.54 FT) SOUTH FROM A METAL WITNESS POST.
 PO0524'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 = OCTOBER  7, 2006
 PO0543 ***********************************************************************
 PO0543  DESIGNATION -  BEALER
 PO0543  PID         -  PO0543
 PO0543  STATE/COUNTY-  WI/CLARK
 PO0543  USGS QUAD   -  LOYAL EAST (1979)
 PO0543
 PO0543                         *CURRENT SURVEY CONTROL
 PO0543  ___________________________________________________________________
 PO0543* NAD 83(1991)-  44 39 42.54872(N)    090 27 22.33323(W)     ADJUSTED  
 PO0543* NAVD 88     -       399.     (meters)    1309.     (feet)  SCALED    
 PO0543  ___________________________________________________________________
 PO0543  LAPLACE CORR-          -6.65  (seconds)                    DEFLEC99
 PO0543  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 PO0543
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0543
 PO0543.The geoid height was determined by GEOID03.
 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     -   0.99994267  x   0.99994767  =   0.99989034
 PO0543!UTM  15      -   0.99994267  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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0543.See file dsdata.txt to determine how the superseded data were derived.
 PO0543
 PO0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK0166748532(NAD 83)
 PO0543_MARKER: DS = TRIANGULATION STATION DISK
 PO0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0543_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 ON1041 ***********************************************************************
 ON1041  DESIGNATION -  BEAR
 ON1041  PID         -  ON1041
 ON1041  STATE/COUNTY-  WI/RICHLAND
 ON1041  USGS QUAD   -  LONE ROCK (1983)
 ON1041
 ON1041                         *CURRENT SURVEY CONTROL
 ON1041  ___________________________________________________________________
 ON1041* NAD 83(1991)-  43 14 48.15015(N)    090 14 37.69799(W)     ADJUSTED  
 ON1041* NAVD 88     -       338.     (meters)    1109.     (feet)  SCALED    
 ON1041  ___________________________________________________________________
 ON1041  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 ON1041  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 ON1041
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1041
 ON1041.The geoid height was determined by GEOID03.
 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     -  KEYESVILLE ST MARYS CATH CH              010 50 28.2
 ON1041:UTM  15      -  KEYESVILLE ST MARYS CATH CH              008 47 04.1
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1041.See file dsdata.txt to determine how the superseded data were derived.
 ON1041
 ON1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH2375791901(NAD 83)
 ON1041_MARKER: DS = TRIANGULATION STATION DISK
 ON1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 DH5114 ***********************************************************************
 DH5114  DESIGNATION -  BEAR CREEK C GPS
 DH5114  PID         -  DH5114
 DH5114  STATE/COUNTY-  WI/SAUK
 DH5114  USGS QUAD   -  BEAR VALLEY (1983)
 DH5114
 DH5114                         *CURRENT SURVEY CONTROL
 DH5114  ___________________________________________________________________
 DH5114* NAD 83(1997)-  43 19 46.84754(N)    090 09 25.25104(W)     ADJUSTED  
 DH5114* NAVD 88     -                                                        
 DH5114  ___________________________________________________________________
 DH5114  X           -     -12,734.828 (meters)                     COMP
 DH5114  Y           -  -4,647,032.984 (meters)                     COMP
 DH5114  Z           -   4,354,360.699 (meters)                     COMP
 DH5114  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 DH5114  ELLIP HEIGHT-         210.32  (meters)          (08/01/05) GPS OBS
 DH5114  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 DH5114
 DH5114  HORZ ORDER  -  FIRST
 DH5114  ELLP ORDER  -  SECOND    CLASS I
 DH5114
 DH5114.The horizontal coordinates were established by GPS observations
 DH5114.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5114
 DH5114
 DH5114.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5114
 DH5114.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5114
 DH5114.The ellipsoidal height was determined by GPS observations
 DH5114.and is referenced to NAD 83.
 DH5114
 DH5114.The geoid height was determined by GEOID03.
 DH5114
 DH5114;                    North         East     Units Scale Factor Converg.
 DH5114;SPC WI S     -   147,726.498   587,266.432   MT  0.99993332   -0 06 28.4
 DH5114;SPC WI S     -   484,666.02  1,926,723.29   sFT  0.99993332   -0 06 28.4
 DH5114;UTM  15      - 4,801,351.847   730,489.982   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  =   0.99990034
 DH5114!UTM  15      -   0.99996702  x   1.00025355  =   1.00022056
 DH5114
 DH5114                          SUPERSEDED SURVEY CONTROL
 DH5114
 DH5114.No superseded survey control is available for this station.
 DH5114
 DH5114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ3049001352(NAD 83)
 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 - 2003
 DH5114
 DH5114  HISTORY     - Date     Condition        Report By
 DH5114  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5115 ***********************************************************************
 DH5115  DESIGNATION -  BEAR CREEK S GPS
 DH5115  PID         -  DH5115
 DH5115  STATE/COUNTY-  WI/SAUK
 DH5115  USGS QUAD   -  BEAR VALLEY (1983)
 DH5115
 DH5115                         *CURRENT SURVEY CONTROL
 DH5115  ___________________________________________________________________
 DH5115* NAD 83(1997)-  43 15 05.11814(N)    090 09 54.39706(W)     ADJUSTED  
 DH5115* NAVD 88     -                                                        
 DH5115  ___________________________________________________________________
 DH5115  X           -     -13,408.626 (meters)                     COMP
 DH5115  Y           -  -4,652,983.810 (meters)                     COMP
 DH5115  Z           -   4,348,023.330 (meters)                     COMP
 DH5115  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 DH5115  ELLIP HEIGHT-         197.68  (meters)          (08/01/05) GPS OBS
 DH5115  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 DH5115
 DH5115  HORZ ORDER  -  FIRST
 DH5115  ELLP ORDER  -  SECOND    CLASS I
 DH5115
 DH5115.The horizontal coordinates were established by GPS observations
 DH5115.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5115
 DH5115
 DH5115.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5115
 DH5115.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5115
 DH5115.The ellipsoidal height was determined by GPS observations
 DH5115.and is referenced to NAD 83.
 DH5115
 DH5115.The geoid height was determined by GEOID03.
 DH5115
 DH5115;                    North         East     Units Scale Factor Converg.
 DH5115;SPC WI S     -   139,033.996   586,592.638   MT  0.99993595   -0 06 48.4
 DH5115;SPC WI S     -   456,147.37  1,924,512.68   sFT  0.99993595   -0 06 48.4
 DH5115;UTM  15      - 4,792,637.983   730,128.692   MT  1.00025152   +1 56 36.0
 DH5115
 DH5115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5115!SPC WI S     -   0.99996900  x   0.99993595  =   0.99990495
 DH5115!UTM  15      -   0.99996900  x   1.00025152  =   1.00022051
 DH5115
 DH5115                          SUPERSEDED SURVEY CONTROL
 DH5115
 DH5115.No superseded survey control is available for this station.
 DH5115
 DH5115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH3012992638(NAD 83)
 DH5115_MARKER: DD = SURVEY DISK
 DH5115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5115_STAMPING: EAR 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 - 2003
 DH5115
 DH5115  HISTORY     - Date     Condition        Report By
 DH5115  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0982 ***********************************************************************
 NH0982  DESIGNATION -  BEAUMONT
 NH0982  PID         -  NH0982
 NH0982  STATE/COUNTY-  WI/RACINE
 NH0982  USGS QUAD   -  UNION GROVE (1971)
 NH0982
 NH0982                         *CURRENT SURVEY CONTROL
 NH0982  ___________________________________________________________________
 NH0982* NAD 83(1991)-  42 44 31.93665(N)    088 06 29.17149(W)     ADJUSTED  
 NH0982* NAVD 88     -       245.     (meters)     804.     (feet)  SCALED    
 NH0982  ___________________________________________________________________
 NH0982  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 NH0982  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 NH0982
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0982
 NH0982.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0982.See file dsdata.txt to determine how the superseded data were derived.
 NH0982
 NH0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0930332783(NAD 83)
 NH0982_MARKER: DS = TRIANGULATION STATION DISK
 NH0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0982_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NH0982
 NH0982  HISTORY     - Date     Condition        Report By
 NH0982  HISTORY     - 1957     MONUMENTED       CGS
 NH0982  HISTORY     - 1973     GOOD             LOCENG
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO1454 ***********************************************************************
 QO1454  DESIGNATION -  BEAVER
 QO1454  PID         -  QO1454
 QO1454  STATE/COUNTY-  WI/ST CROIX
 QO1454  USGS QUAD   -  GLENWOOD CITY (1975)
 QO1454
 QO1454                         *CURRENT SURVEY CONTROL
 QO1454  ___________________________________________________________________
 QO1454* NAD 83(1991)-  45 01 18.60796(N)    092 13 03.51344(W)     ADJUSTED  
 QO1454* NAVD 88     -       389.1    (meters)    1277.     (feet)  VERTCON   
 QO1454  ___________________________________________________________________
 QO1454  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 QO1454  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 QO1454
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO1454
 QO1454.The geoid height was determined by GEOID03.
 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     -   0.99994380  x   0.99994393  =   0.99988774
 QO1454!UTM  15      -   0.99994380  x   0.99964672  =   0.99959054
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1454.See file dsdata.txt to determine how the superseded data were derived.
 QO1454
 QO1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK6163885674(NAD 83)
 QO1454_MARKER: DD = SURVEY DISK
 QO1454_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  7, 2006
 QM0613 ***********************************************************************
 QM0613  DESIGNATION -  BEAVER
 QM0613  PID         -  QM0613
 QM0613  STATE/COUNTY-  WI/MARINETTE
 QM0613  USGS QUAD   -  CRIVITZ (1973)
 QM0613
 QM0613                         *CURRENT SURVEY CONTROL
 QM0613  ___________________________________________________________________
 QM0613* NAD 83(1991)-  45 10 41.51896(N)    088 06 34.05584(W)     ADJUSTED  
 QM0613* NAVD 88     -       277.     (meters)     909.     (feet)  SCALED    
 QM0613  ___________________________________________________________________
 QM0613  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 QM0613  GEOID HEIGHT-         -36.05  (meters)                     GEOID03
 QM0613
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0613
 QM0613.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 QM0613| PID    Reference Object                     Distance      Geod. Az  |
 QM0613|                                                           dddmmss.s |
 QM0613| QM0612 BEAVER LOOKOUT 1934                  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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0613.See file dsdata.txt to determine how the superseded data were derived.
 QM0613
 QM0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1282903345(NAD 83)
 QM0613_MARKER: DS = TRIANGULATION STATION DISK
 QM0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0613_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 AC9070 ***********************************************************************
 AC9070  DESIGNATION -  BEAVER C
 AC9070  PID         -  AC9070
 AC9070  STATE/COUNTY-  WI/POLK
 AC9070  USGS QUAD   -  TURTLE LAKE (1978)
 AC9070
 AC9070                         *CURRENT SURVEY CONTROL
 AC9070  ___________________________________________________________________
 AC9070* NAD 83(1997)-  45 24 35.99392(N)    092 13 27.50581(W)     ADJUSTED  
 AC9070* NAVD 88     -       362.4    (meters)    1189.     (feet)  GPS OBS   
 AC9070  ___________________________________________________________________
 AC9070  X           -    -174,089.636 (meters)                     COMP
 AC9070  Y           -  -4,482,110.248 (meters)                     COMP
 AC9070  Z           -   4,519,689.555 (meters)                     COMP
 AC9070  LAPLACE CORR-         -11.95  (seconds)                    DEFLEC99
 AC9070  ELLIP HEIGHT-         332.85  (meters)          (09/30/02) GPS OBS
 AC9070  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 AC9070
 AC9070  HORZ ORDER  -  FIRST
 AC9070  ELLP ORDER  -  SECOND    CLASS I
 AC9070
 AC9070.The horizontal coordinates were established by GPS observations
 AC9070.and adjusted by the National Geodetic Survey in September 2002..
 AC9070
 AC9070.The orthometric height was determined by GPS observations and a
 AC9070.high-resolution geoid model.
 AC9070
 AC9070.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9070
 AC9070.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9070
 AC9070.The ellipsoidal height was determined by GPS observations
 AC9070.and is referenced to NAD 83.
 AC9070
 AC9070.The geoid height was determined by GEOID03.
 AC9070
 AC9070;                    North         East     Units Scale Factor Converg.
 AC9070;SPC WI C     -   177,587.322   425,900.240   MT  0.99998410   -1 34 09.9
 AC9070;SPC WI C     -   582,634.41  1,397,307.70   sFT  0.99998410   -1 34 09.9
 AC9070;UTM  15      - 5,028,790.276   560,698.852   MT  0.99964530   +0 33 08.7
 AC9070
 AC9070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9070!SPC WI C     -   0.99994782  x   0.99998410  =   0.99993192
 AC9070!UTM  15      -   0.99994782  x   0.99964530  =   0.99959314
 AC9070
 AC9070                          SUPERSEDED SURVEY CONTROL
 AC9070
 AC9070  NAD 83(1991)-  45 24 35.99346(N)    092 13 27.50442(W) AD(       ) 1
 AC9070  ELLIP H (06/10/97)  332.87   (m)                       GP(       ) 2 1
 AC9070
 AC9070.Superseded values are not recommended for survey control.
 AC9070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9070.See file dsdata.txt to determine how the superseded data were derived.
 AC9070
 AC9070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6069928790(NAD 83)
 AC9070_MARKER: DD = SURVEY DISK
 AC9070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9070_STAMPING: BEAVER C. 406
 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 - November 08, 2005
 AC9070
 AC9070  HISTORY     - Date     Condition        Report By
 AC9070  HISTORY     - 1995     MONUMENTED       WI-095
 AC9070  HISTORY     - 20051108 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0898 ***********************************************************************
 OM0898  DESIGNATION -  BEAVER DAM
 OM0898  PID         -  OM0898
 OM0898  STATE/COUNTY-  WI/DODGE
 OM0898  USGS QUAD   -  BEAVER DAM (1980)
 OM0898
 OM0898                         *CURRENT SURVEY CONTROL
 OM0898  ___________________________________________________________________
 OM0898* NAD 83(1991)-  43 27 42.99427(N)    088 50 16.91347(W)     ADJUSTED  
 OM0898* NAVD 88     -       283.     (meters)     928.     (feet)  SCALED    
 OM0898  ___________________________________________________________________
 OM0898  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 OM0898  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 OM0898
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0898
 OM0898.The geoid height was determined by GEOID03.
 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     -   0.99996114  x   0.99993311  =   0.99989426
 OM0898!UTM  16      -   0.99996114  x   0.99987195  =   0.99983310
 OM0898
 OM0898:                Primary Azimuth Mark                     Grid Az
 OM0898:SPC WI S     -  ST JOHNS EV LUTH CH SPIRE                012 40 22.4
 OM0898:UTM  16      -  ST JOHNS EV LUTH CH SPIRE                014 44 09.0
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0898.See file dsdata.txt to determine how the superseded data were derived.
 OM0898
 OM0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5131113756(NAD 83)
 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 = OCTOBER  7, 2006
 OM1334 ***********************************************************************
 OM1334  DESIGNATION -  BEAVER DAM C GPS
 OM1334  PID         -  OM1334
 OM1334  STATE/COUNTY-  WI/DODGE
 OM1334  USGS QUAD   -  BEAVER DAM (1980)
 OM1334
 OM1334                         *CURRENT SURVEY CONTROL
 OM1334  ___________________________________________________________________
 OM1334* NAD 83(1997)-  43 27 23.13697(N)    088 48 55.58734(W)     ADJUSTED  
 OM1334* NAVD 88     -       277.     (meters)     909.     (feet)  SCALED    
 OM1334  ___________________________________________________________________
 OM1334  X           -      95,868.869 (meters)                     COMP
 OM1334  Y           -  -4,636,407.821 (meters)                     COMP
 OM1334  Z           -   4,364,615.223 (meters)                     COMP
 OM1334  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 OM1334  ELLIP HEIGHT-         241.79  (meters)          (08/01/05) GPS OBS
 OM1334  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 OM1334  OBS GRAVITY -     980,375.8   (mgal)                       GRAV_OBS
 OM1334
 OM1334  HORZ ORDER  -  FIRST
 OM1334  ELLP ORDER  -  SECOND    CLASS I
 OM1334
 OM1334.The horizontal coordinates were established by GPS observations
 OM1334.and adjusted by the WI DEPT OF TRANSP in August 2005..
 OM1334
 OM1334.The orthometric height was scaled from a topographic map.
 OM1334
 OM1334.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1334
 OM1334.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1334
 OM1334.The ellipsoidal height was determined by GPS observations
 OM1334.and is referenced to NAD 83.
 OM1334
 OM1334.The geoid height was determined by GEOID03.
 OM1334.The observed gravity was obtained from relative gravimeter ties
 OM1334.to the IGSN71 gravity network.
 OM1334
 OM1334;                    North         East     Units Scale Factor Converg.
 OM1334;SPC WI S     -   162,476.110   695,862.424   MT  0.99993301   +0 48 50.1
 OM1334;SPC WI S     -   533,057.04  2,283,008.64   sFT  0.99993301   +0 48 50.1
 OM1334;UTM  16      - 4,813,102.984   353,125.030   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  =   0.99982745
 OM1334
 OM1334                          SUPERSEDED SURVEY CONTROL
 OM1334
 OM1334.No superseded survey control is available for this station.
 OM1334
 OM1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5312513103(NAD 83)
 OM1334_MARKER: DD = SURVEY DISK
 OM1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1334_SP_SET: CONCRETE POST
 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 - December 28, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1333 ***********************************************************************
 OM1333  DESIGNATION -  BEAVER DAM E GPS
 OM1333  PID         -  OM1333
 OM1333  STATE/COUNTY-  WI/DODGE
 OM1333  USGS QUAD   -  BEAVER DAM (1980)
 OM1333
 OM1333                         *CURRENT SURVEY CONTROL
 OM1333  ___________________________________________________________________
 OM1333* NAD 83(1997)-  43 24 36.16640(N)    088 47 01.52739(W)     ADJUSTED  
 OM1333* NAVD 88     -       267.     (meters)     876.     (feet)  SCALED    
 OM1333  ___________________________________________________________________
 OM1333  X           -      98,507.739 (meters)                     COMP
 OM1333  Y           -  -4,639,889.200 (meters)                     COMP
 OM1333  Z           -   4,360,866.568 (meters)                     COMP
 OM1333  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 OM1333  ELLIP HEIGHT-         232.24  (meters)          (08/01/05) GPS OBS
 OM1333  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 OM1333  OBS GRAVITY -     980,376.2   (mgal)                       GRAV_OBS
 OM1333
 OM1333  HORZ ORDER  -  FIRST
 OM1333  ELLP ORDER  -  SECOND    CLASS I
 OM1333
 OM1333.The horizontal coordinates were established by GPS observations
 OM1333.and adjusted by the WI DEPT OF TRANSP in August 2005..
 OM1333
 OM1333.The orthometric height was scaled from a topographic map.
 OM1333
 OM1333.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1333
 OM1333.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1333
 OM1333.The ellipsoidal height was determined by GPS observations
 OM1333.and is referenced to NAD 83.
 OM1333
 OM1333.The geoid height was determined by GEOID03.
 OM1333.The observed gravity was obtained from relative gravimeter ties
 OM1333.to the IGSN71 gravity network.
 OM1333
 OM1333;                    North         East     Units Scale Factor Converg.
 OM1333;SPC WI S     -   157,360.963   698,501.420   MT  0.99993256   +0 50 08.5
 OM1333;SPC WI S     -   516,275.09  2,291,666.74   sFT  0.99993256   +0 50 08.5
 OM1333;UTM  16      - 4,807,896.558   355,578.070   MT  0.99985657   -1 13 33.7
 OM1333
 OM1333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1333!SPC WI S     -   0.99996358  x   0.99993256  =   0.99989614
 OM1333!UTM  16      -   0.99996358  x   0.99985657  =   0.99982016
 OM1333
 OM1333                          SUPERSEDED SURVEY CONTROL
 OM1333
 OM1333.No superseded survey control is available for this station.
 OM1333
 OM1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5557807897(NAD 83)
 OM1333_MARKER: DD = SURVEY DISK
 OM1333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1333_SP_SET: CONCRETE POST
 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 - August 06, 2003
 OM1333
 OM1333  HISTORY     - Date     Condition        Report By
 OM1333  HISTORY     - 1992     MONUMENTED       WI-027
 OM1333  HISTORY     - 19931122 GOOD             WIDT
 OM1333  HISTORY     - 20030806 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0901 ***********************************************************************
 OM0901  DESIGNATION -  BEAVER DAM FIRST EV LUTH CH
 OM0901  PID         -  OM0901
 OM0901  STATE/COUNTY-  WI/DODGE
 OM0901  USGS QUAD   -  BEAVER DAM (1980)
 OM0901
 OM0901                         *CURRENT SURVEY CONTROL
 OM0901  ___________________________________________________________________
 OM0901* NAD 83(1991)-  43 27 37.44797(N)    088 50 23.19767(W)     ADJUSTED  
 OM0901* NAVD 88     -                                                        
 OM0901  ___________________________________________________________________
 OM0901  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 OM0901  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 OM0901
 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
 OM0901.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0901
 OM0901.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 OM0901
 OM0901  NAD 83(1986)-  43 27 37.44047(N)    088 50 23.20365(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0901.See file dsdata.txt to determine how the superseded data were derived.
 OM0901
 OM0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5116613588(NAD 83)
 OM0901
 OM0901  HISTORY     - Date     Condition        Report By
 OM0901  HISTORY     - 1958     MONUMENTED       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 = OCTOBER  7, 2006
 OM1314 ***********************************************************************
 OM1314  DESIGNATION -  BEAVER DAM GPS
 OM1314  PID         -  OM1314
 OM1314  STATE/COUNTY-  WI/DODGE
 OM1314  USGS QUAD   -  LOST LAKE (1980)
 OM1314
 OM1314                         *CURRENT SURVEY CONTROL
 OM1314  ___________________________________________________________________
 OM1314* NAD 83(1997)-  43 29 26.73557(N)    088 54 18.46029(W)     ADJUSTED  
 OM1314* NAVD 88     -       270.     (meters)     886.     (feet)  SCALED    
 OM1314  ___________________________________________________________________
 OM1314  X           -      88,560.991 (meters)                     COMP
 OM1314  Y           -  -4,633,923.173 (meters)                     COMP
 OM1314  Z           -   4,367,378.713 (meters)                     COMP
 OM1314  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 OM1314  ELLIP HEIGHT-         234.91  (meters)          (08/01/05) GPS OBS
 OM1314  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 OM1314  OBS GRAVITY -     980,375.8   (mgal)                       GRAV_OBS
 OM1314
 OM1314  HORZ ORDER  -  FIRST
 OM1314  ELLP ORDER  -  SECOND    CLASS I
 OM1314
 OM1314.The horizontal coordinates were established by GPS observations
 OM1314.and adjusted by the WI DEPT OF TRANSP in August 2005..
 OM1314
 OM1314.The orthometric height was scaled from a topographic map.
 OM1314
 OM1314.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1314
 OM1314.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1314
 OM1314.The ellipsoidal height was determined by GPS observations
 OM1314.and is referenced to NAD 83.
 OM1314
 OM1314.The geoid height was determined by GEOID03.
 OM1314.The observed gravity was obtained from relative gravimeter ties
 OM1314.to the IGSN71 gravity network.
 OM1314
 OM1314;                    North         East     Units Scale Factor Converg.
 OM1314;SPC WI S     -   166,190.783   688,554.714   MT  0.99993376   +0 45 08.2
 OM1314;SPC WI S     -   545,244.26  2,259,033.26   sFT  0.99993376   +0 45 08.2
 OM1314;UTM  16      - 4,817,078.129   345,956.190   MT  0.99989189   -1 18 41.2
 OM1314
 OM1314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1314!SPC WI S     -   0.99996316  x   0.99993376  =   0.99989693
 OM1314!UTM  16      -   0.99996316  x   0.99989189  =   0.99985506
 OM1314
 OM1314                          SUPERSEDED SURVEY CONTROL
 OM1314
 OM1314.No superseded survey control is available for this station.
 OM1314
 OM1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4595617078(NAD 83)
 OM1314_MARKER: DD = SURVEY DISK
 OM1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1314_SP_SET: CONCRETE POST
 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 - August 07, 2003
 OM1314
 OM1314  HISTORY     - Date     Condition        Report By
 OM1314  HISTORY     - 1992     MONUMENTED       WI-027
 OM1314  HISTORY     - 19931122 GOOD             WIDT
 OM1314  HISTORY     - 20030807 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0904 ***********************************************************************
 OM0904  DESIGNATION -  BEAVER DAM MUNICIPAL TANK
 OM0904  PID         -  OM0904
 OM0904  STATE/COUNTY-  WI/DODGE
 OM0904  USGS QUAD   -  BEAVER DAM (1980)
 OM0904
 OM0904                         *CURRENT SURVEY CONTROL
 OM0904  ___________________________________________________________________
 OM0904* NAD 83(1991)-  43 27 16.86168(N)    088 50 15.75514(W)     ADJUSTED  
 OM0904* NAVD 88     -                                                        
 OM0904  ___________________________________________________________________
 OM0904  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 OM0904  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 OM0904
 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
 OM0904.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0904
 OM0904.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 OM0904
 OM0904  NAD 83(1986)-  43 27 16.85421(N)    088 50 15.76125(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0904.See file dsdata.txt to determine how the superseded data were derived.
 OM0904
 OM0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5131912949(NAD 83)
 OM0904
 OM0904  HISTORY     - Date     Condition        Report By
 OM0904  HISTORY     - 1958     MONUMENTED       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 = OCTOBER  7, 2006
 OM0917 ***********************************************************************
 OM0917  DESIGNATION -  BEAVER DAM RAD STA WBEV MAST
 OM0917  PID         -  OM0917
 OM0917  STATE/COUNTY-  WI/DODGE
 OM0917  USGS QUAD   -  LOST LAKE (1980)
 OM0917
 OM0917                         *CURRENT SURVEY CONTROL
 OM0917  ___________________________________________________________________
 OM0917* NAD 83(1991)-  43 25 45.47110(N)    088 53 26.78207(W)     ADJUSTED  
 OM0917* NAVD 88     -                                                        
 OM0917  ___________________________________________________________________
 OM0917  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 OM0917  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 OM0917
 OM0917  HORZ ORDER  -  THIRD
 OM0917
 OM0917.The horizontal coordinates were established by classical geodetic methods
 OM0917.and adjusted by the National Geodetic Survey in November 1991..
 OM0917
 OM0917
 OM0917.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0917
 OM0917.The geoid height was determined by GEOID03.
 OM0917
 OM0917;                    North         East     Units Scale Factor Converg.
 OM0917;SPC WI S     -   159,378.616   689,806.528   MT  0.99993267   +0 45 43.8
 OM0917;SPC WI S     -   522,894.68  2,263,140.25   sFT  0.99993267   +0 45 43.8
 OM0917;UTM  16      - 4,810,225.610   346,961.925   MT  0.99988810   -1 18 00.3
 OM0917
 OM0917                          SUPERSEDED SURVEY CONTROL
 OM0917
 OM0917  NAD 83(1986)-  43 25 45.46362(N)    088 53 26.78811(W) AD(       ) 4
 OM0917  NAD 27      -  43 25 45.49900(N)    088 53 26.39800(W) AD(       ) 3
 OM0917
 OM0917.Superseded values are not recommended for survey control.
 OM0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0917.See file dsdata.txt to determine how the superseded data were derived.
 OM0917
 OM0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4696210226(NAD 83)
 OM0917
 OM0917  HISTORY     - Date     Condition        Report By
 OM0917  HISTORY     - 1958     MONUMENTED       CGS
 OM0917  HISTORY     - 19950819 GOOD             USPSQD
 OM0917  HISTORY     - 20021227 MARK NOT FOUND   USPSQD
 OM0917  HISTORY     - 20040319 MARK NOT FOUND   USPSQD
 OM0917
 OM0917                          STATION DESCRIPTION
 OM0917
 OM0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM0917'THE STATION IS THE CENTER OF THE MAST LOCATED ABOUT 2.0 MILES
 OM0917'SOUTHWEST OF BEAVER DAM AND 0.15 MILE NORTH OF THE JUNCTION
 OM0917'OF U.S. HIGHWAY 151 AND COUNTY ROAD DE.  THE MAST IS A UNIFORM
 OM0917'CROSS-SECTION STEEL STRUCTURE SUPPORTED BY GUY WIRES AND
 OM0917'PAINTED INTERNATIONAL ORANGE AND WHITE.  THE HEIGHT IS
 OM0917'APPROXIMATELY 120 FEET.
 OM0917
 OM0917                          STATION RECOVERY (1995)
 OM0917
 OM0917'RECOVERY NOTE BY US POWER SQUADRON 1995
 OM0917'RECOVERED IN GOOD CONDITION.
 OM0917
 OM0917                          STATION RECOVERY (2002)
 OM0917
 OM0917'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0917'NOT FOUND.  THERE ARE NOW THREE MASTS ALL SUPPORTED BY GUY WIRES AT
 OM0917'THE SITE AND NONE ARE PAINTED INTERNATIONAL ORANGE AND WHITE.  THE
 OM0917'MAST DESCRIBED IN 1958 HAS PROBABLY BEEN REPLACED.
 OM0917
 OM0917                          STATION RECOVERY (2004)
 OM0917
 OM0917'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 OM0917'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0903 ***********************************************************************
 OM0903  DESIGNATION -  BEAVER DAM ST MICHAELS CATH CH
 OM0903  PID         -  OM0903
 OM0903  STATE/COUNTY-  WI/DODGE
 OM0903  USGS QUAD   -  BEAVER DAM (1980)
 OM0903
 OM0903                         *CURRENT SURVEY CONTROL
 OM0903  ___________________________________________________________________
 OM0903* NAD 83(1991)-  43 26 48.32043(N)    088 50 58.48848(W)     ADJUSTED  
 OM0903* NAVD 88     -                                                        
 OM0903  ___________________________________________________________________
 OM0903  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 OM0903  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 OM0903
 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
 OM0903.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0903
 OM0903.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 OM0903
 OM0903  NAD 83(1986)-  43 26 48.31290(N)    088 50 58.49459(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0903.See file dsdata.txt to determine how the superseded data were derived.
 OM0903
 OM0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5033912090(NAD 83)
 OM0903
 OM0903  HISTORY     - Date     Condition        Report By
 OM0903  HISTORY     - 1958     MONUMENTED       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 = OCTOBER  7, 2006
 OM0899 ***********************************************************************
 OM0899  DESIGNATION -  BEAVER DAM ST PATRICKS CATH CH
 OM0899  PID         -  OM0899
 OM0899  STATE/COUNTY-  WI/DODGE
 OM0899  USGS QUAD   -  BEAVER DAM (1980)
 OM0899
 OM0899                         *CURRENT SURVEY CONTROL
 OM0899  ___________________________________________________________________
 OM0899* NAD 83(1991)-  43 27 25.81593(N)    088 50 19.79011(W)     ADJUSTED  
 OM0899* NAVD 88     -                                                        
 OM0899  ___________________________________________________________________
 OM0899  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 OM0899  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 OM0899
 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
 OM0899.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0899
 OM0899.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 OM0899
 OM0899  NAD 83(1986)-  43 27 25.80842(N)    088 50 19.79619(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0899.See file dsdata.txt to determine how the superseded data were derived.
 OM0899
 OM0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5123513227(NAD 83)
 OM0899
 OM0899  HISTORY     - Date     Condition        Report By
 OM0899  HISTORY     - 1958     MONUMENTED       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 = OCTOBER  7, 2006
 OM0902 ***********************************************************************
 OM0902  DESIGNATION -  BEAVER DAM ST PETER CATH CH
 OM0902  PID         -  OM0902
 OM0902  STATE/COUNTY-  WI/DODGE
 OM0902  USGS QUAD   -  BEAVER DAM (1980)
 OM0902
 OM0902                         *CURRENT SURVEY CONTROL
 OM0902  ___________________________________________________________________
 OM0902* NAD 83(1991)-  43 27 04.29395(N)    088 50 11.67075(W)     ADJUSTED  
 OM0902* NAVD 88     -                                                        
 OM0902  ___________________________________________________________________
 OM0902  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 OM0902  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 OM0902
 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
 OM0902.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0902
 OM0902.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 OM0902
 OM0902  NAD 83(1986)-  43 27 04.28641(N)    088 50 11.67686(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0902.See file dsdata.txt to determine how the superseded data were derived.
 OM0902
 OM0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5140212559(NAD 83)
 OM0902
 OM0902  HISTORY     - Date     Condition        Report By
 OM0902  HISTORY     - 1958     MONUMENTED       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 = OCTOBER  7, 2006
 AC9072 ***********************************************************************
 AC9072  DESIGNATION -  BEAVER N
 AC9072  PID         -  AC9072
 AC9072  STATE/COUNTY-  WI/POLK
 AC9072  USGS QUAD   -  TURTLE LAKE (1978)
 AC9072
 AC9072                         *CURRENT SURVEY CONTROL
 AC9072  ___________________________________________________________________
 AC9072* NAD 83(1997)-  45 26 56.48577(N)    092 14 19.78942(W)     ADJUSTED  
 AC9072* NAVD 88     -       365.4    (meters)    1199.     (feet)  GPS OBS   
 AC9072  ___________________________________________________________________
 AC9072  X           -    -175,105.126 (meters)                     COMP
 AC9072  Y           -  -4,478,980.640 (meters)                     COMP
 AC9072  Z           -   4,522,735.917 (meters)                     COMP
 AC9072  LAPLACE CORR-         -14.41  (seconds)                    DEFLEC99
 AC9072  ELLIP HEIGHT-         336.14  (meters)          (09/30/02) GPS OBS
 AC9072  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 AC9072
 AC9072  HORZ ORDER  -  FIRST
 AC9072  ELLP ORDER  -  SECOND    CLASS I
 AC9072
 AC9072.The horizontal coordinates were established by GPS observations
 AC9072.and adjusted by the National Geodetic Survey in September 2002..
 AC9072
 AC9072.The orthometric height was determined by GPS observations and a
 AC9072.high-resolution geoid model.
 AC9072
 AC9072.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9072
 AC9072.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9072
 AC9072.The ellipsoidal height was determined by GPS observations
 AC9072.and is referenced to NAD 83.
 AC9072
 AC9072.The geoid height was determined by GEOID03.
 AC9072
 AC9072;                    North         East     Units Scale Factor Converg.
 AC9072;SPC WI C     -   181,954.160   424,883.338   MT  0.99999069   -1 34 46.8
 AC9072;SPC WI C     -   596,961.27  1,393,971.42   sFT  0.99999069   -1 34 46.8
 AC9072;UTM  15      - 5,033,114.983   559,521.360   MT  0.99964356   +0 32 32.8
 AC9072
 AC9072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9072!SPC WI C     -   0.99994730  x   0.99999069  =   0.99993799
 AC9072!UTM  15      -   0.99994730  x   0.99964356  =   0.99959088
 AC9072
 AC9072                          SUPERSEDED SURVEY CONTROL
 AC9072
 AC9072  NAD 83(1991)-  45 26 56.48536(N)    092 14 19.78791(W) AD(       ) 1
 AC9072  ELLIP H (06/10/97)  336.16   (m)                       GP(       ) 2 1
 AC9072
 AC9072.Superseded values are not recommended for survey control.
 AC9072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9072.See file dsdata.txt to determine how the superseded data were derived.
 AC9072
 AC9072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL5952133115(NAD 83)
 AC9072_MARKER: DD = SURVEY DISK
 AC9072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9072_STAMPING: BEAVER N. 408
 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 - November 06, 2005
 AC9072
 AC9072  HISTORY     - Date     Condition        Report By
 AC9072  HISTORY     - 1995     MONUMENTED       WI-095
 AC9072  HISTORY     - 20051106 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC9071 ***********************************************************************
 AC9071  DESIGNATION -  BEAVER NE
 AC9071  PID         -  AC9071
 AC9071  STATE/COUNTY-  WI/POLK
 AC9071  USGS QUAD   -  TURTLE LAKE (1978)
 AC9071
 AC9071                         *CURRENT SURVEY CONTROL
 AC9071  ___________________________________________________________________
 AC9071* NAD 83(1997)-  45 26 45.65810(N)    092 10 14.11184(W)     ADJUSTED  
 AC9071* NAVD 88     -       374.4    (meters)    1228.     (feet)  GPS OBS   
 AC9071  ___________________________________________________________________
 AC9071  X           -    -169,779.438 (meters)                     COMP
 AC9071  Y           -  -4,479,430.133 (meters)                     COMP
 AC9071  Z           -   4,522,507.547 (meters)                     COMP
 AC9071  LAPLACE CORR-         -10.83  (seconds)                    DEFLEC99
 AC9071  ELLIP HEIGHT-         344.78  (meters)          (09/30/02) GPS OBS
 AC9071  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 AC9071
 AC9071  HORZ ORDER  -  FIRST
 AC9071  ELLP ORDER  -  SECOND    CLASS I
 AC9071
 AC9071.The horizontal coordinates were established by GPS observations
 AC9071.and adjusted by the National Geodetic Survey in September 2002..
 AC9071
 AC9071.The orthometric height was determined by GPS observations and a
 AC9071.high-resolution geoid model.
 AC9071
 AC9071.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9071
 AC9071.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9071
 AC9071.The ellipsoidal height was determined by GPS observations
 AC9071.and is referenced to NAD 83.
 AC9071
 AC9071.The geoid height was determined by GEOID03.
 AC9071
 AC9071;                    North         East     Units Scale Factor Converg.
 AC9071;SPC WI C     -   181,475.082   430,210.999   MT  0.99999017   -1 31 53.5
 AC9071;SPC WI C     -   595,389.50  1,411,450.59   sFT  0.99999017   -1 31 53.5
 AC9071;UTM  15      - 5,032,833.631   564,861.277   MT  0.99965172   +0 35 27.8
 AC9071
 AC9071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9071!SPC WI C     -   0.99994595  x   0.99999017  =   0.99993612
 AC9071!UTM  15      -   0.99994595  x   0.99965172  =   0.99959769
 AC9071
 AC9071                          SUPERSEDED SURVEY CONTROL
 AC9071
 AC9071  NAD 83(1991)-  45 26 45.65766(N)    092 10 14.11045(W) AD(       ) 1
 AC9071  ELLIP H (06/10/97)  344.80   (m)                       GP(       ) 2 1
 AC9071
 AC9071.Superseded values are not recommended for survey control.
 AC9071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9071.See file dsdata.txt to determine how the superseded data were derived.
 AC9071
 AC9071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6486132834(NAD 83)
 AC9071_MARKER: DD = SURVEY DISK
 AC9071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9071_STAMPING: BEAVER NE 407
 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 - November 06, 2005
 AC9071
 AC9071  HISTORY     - Date     Condition        Report By
 AC9071  HISTORY     - 1995     MONUMENTED       WI-095
 AC9071  HISTORY     - 20051106 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE8644 ***********************************************************************
 AE8644  DESIGNATION -  BEAVER NORTH GPS
 AE8644  PID         -  AE8644
 AE8644  STATE/COUNTY-  WI/CLARK
 AE8644  USGS QUAD   -  RIPLINGER (1981)
 AE8644
 AE8644                         *CURRENT SURVEY CONTROL
 AE8644  ___________________________________________________________________
 AE8644* NAD 83(1997)-  44 50 29.87190(N)    090 29 45.90433(W)     ADJUSTED  
 AE8644* NAVD 88     -       401.3    (meters)    1317.     (feet)  VERTCON   
 AE8644  ___________________________________________________________________
 AE8644  X           -     -39,224.071 (meters)                     COMP
 AE8644  Y           -  -4,530,110.036 (meters)                     COMP
 AE8644  Z           -   4,475,146.408 (meters)                     COMP
 AE8644  LAPLACE CORR-          -6.67  (seconds)                    DEFLEC99
 AE8644  ELLIP HEIGHT-         368.66  (meters)          (06/03/99) GPS OBS
 AE8644  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 AE8644
 AE8644  HORZ ORDER  -  FIRST
 AE8644  ELLP ORDER  -  THIRD     CLASS I
 AE8644
 AE8644.The horizontal coordinates were established by GPS observations
 AE8644.and adjusted by the National Geodetic Survey in June 1999..
 AE8644
 AE8644.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE8644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE8644
 AE8644.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8644
 AE8644.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8644
 AE8644.The ellipsoidal height was determined by GPS observations
 AE8644.and is referenced to NAD 83.
 AE8644
 AE8644.The geoid height was determined by GEOID03.
 AE8644
 AE8644;                    North         East     Units Scale Factor Converg.
 AE8644;SPC WI C     -   112,160.372   560,780.265   MT  0.99994089   -0 21 00.1
 AE8644;SPC WI C     -   367,979.49  1,839,826.59   sFT  0.99994089   -0 21 00.1
 AE8644;UTM  15      - 4,968,407.951   697,890.163   MT  1.00008157   +1 45 58.3
 AE8644
 AE8644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8644!SPC WI C     -   0.99994220  x   0.99994089  =   0.99988309
 AE8644!UTM  15      -   0.99994220  x   1.00008157  =   1.00002377
 AE8644
 AE8644                          SUPERSEDED SURVEY CONTROL
 AE8644
 AE8644  NAD 83(1991)-  44 50 29.87119(N)    090 29 45.90317(W) AD(       ) 1
 AE8644  ELLIP H (04/20/98)  368.67   (m)                       GP(       ) 3 1
 AE8644  NGVD 29 (04/20/98)  401.3    (m)         1317.     (f) GPS OBS        
 AE8644
 AE8644.Superseded values are not recommended for survey control.
 AE8644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8644.See file dsdata.txt to determine how the superseded data were derived.
 AE8644
 AE8644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK9789068408(NAD 83)
 AE8644_MARKER: DD = SURVEY DISK
 AE8644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8644_STAMPING: BEAVER-NORTH GPS 1996
 AE8644_MARK LOGO: WI-019
 AE8644_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE8644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8644+STABILITY: SURFACE MOTION
 AE8644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8644+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2004
 AE8644
 AE8644  HISTORY     - Date     Condition        Report By
 AE8644  HISTORY     - 1997     MONUMENTED       AYRES
 AE8644  HISTORY     - 20020921 GOOD             USPSQD
 AE8644  HISTORY     - 20041104 GOOD             USPSQD
 AE8644
 AE8644                          STATION DESCRIPTION
 AE8644
 AE8644'DESCRIBED BY AYRES ASSOCIATES 1997 (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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0670 ***********************************************************************
 QM0670  DESIGNATION -  BECK
 QM0670  PID         -  QM0670
 QM0670  STATE/COUNTY-  WI/ONEIDA
 QM0670  USGS QUAD   -  MONICO (1965)
 QM0670
 QM0670                         *CURRENT SURVEY CONTROL
 QM0670  ___________________________________________________________________
 QM0670* NAD 83(1991)-  45 32 42.62765(N)    089 10 07.42047(W)     ADJUSTED  
 QM0670* NAVD 88     -       517.     (meters)    1696.     (feet)  SCALED    
 QM0670  ___________________________________________________________________
 QM0670  LAPLACE CORR-          -5.63  (seconds)                    DEFLEC99
 QM0670  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 QM0670
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0670
 QM0670.The geoid height was determined by GEOID03.
 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     -   0.99992411  x   1.00000397  =   0.99992808
 QM0670!SPC WI C     -   0.99992411  x   1.00000892  =   0.99993303
 QM0670!UTM  16      -   0.99992411  x   0.99995240  =   0.99987651
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0670.See file dsdata.txt to determine how the superseded data were derived.
 QM0670
 QM0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR3070045803(NAD 83)
 QM0670_MARKER: DS = TRIANGULATION STATION DISK
 QM0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 NH1378 ***********************************************************************
 NH1378  DESIGNATION -  BECKER
 NH1378  PID         -  NH1378
 NH1378  STATE/COUNTY-  WI/GREEN
 NH1378  USGS QUAD   -  BRODHEAD WEST (1982)
 NH1378
 NH1378                         *CURRENT SURVEY CONTROL
 NH1378  ___________________________________________________________________
 NH1378* NAD 83(1991)-  42 36 20.37461(N)    089 29 05.52507(W)     ADJUSTED  
 NH1378* NAVD 88     -       295.     (meters)     968.     (feet)  SCALED    
 NH1378  ___________________________________________________________________
 NH1378  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 NH1378  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 NH1378
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1378
 NH1378.The geoid height was determined by GEOID03.
 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;SPC IL W     -   659,580.129   755,945.540   MT  0.99997967   +0 27 41.6
 NH1378;SPC IL W     - 2,163,972.47  2,480,131.33   sFT  0.99997967   +0 27 41.6
 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     -   0.99995903  x   1.00002819  =   0.99998722
 NH1378!SPC IL W     -   0.99995903  x   0.99997967  =   0.99993870
 NH1378!UTM  16      -   0.99995903  x   1.00011120  =   1.00007022
 NH1378
 NH1378:                Primary Azimuth Mark                     Grid Az
 NH1378:SPC WI S     -  CHICAGO ST PAUL AIRWAY BN 10             007 03 29.3
 NH1378:SPC IL W     -  CHICAGO ST PAUL AIRWAY BN 10             006 57 01.9
 NH1378:UTM  16      -  CHICAGO ST PAUL AIRWAY BN 10             009 05 41.2
 NH1378
 NH1378|---------------------------------------------------------------------|
 NH1378| PID    Reference Object                     Distance      Geod. Az  |
 NH1378|                                                           dddmmss.s |
 NH1378| NH1379 CHICAGO ST PAUL AIRWAY BN 10        APPROX. 5.5 KM 0072443.5 |
 NH1378| NH1377 BRODHEAD MUNICIPAL TANK             APPROX. 8.8 KM 0795252.2 |
 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 2621606.2 |
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1378.See file dsdata.txt to determine how the superseded data were derived.
 NH1378
 NH1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9616720019(NAD 83)
 NH1378_MARKER: DS = TRIANGULATION STATION DISK
 NH1378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 PO0716 ***********************************************************************
 PO0716  DESIGNATION -  BECKER
 PO0716  PID         -  PO0716
 PO0716  STATE/COUNTY-  WI/BUFFALO
 PO0716  USGS QUAD   -  COCHRANE (1972)
 PO0716
 PO0716                         *CURRENT SURVEY CONTROL
 PO0716  ___________________________________________________________________
 PO0716* NAD 83(1991)-  44 13 18.79866(N)    091 47 03.91432(W)     ADJUSTED  
 PO0716* NAVD 88     -       381.     (meters)    1250.     (feet)  SCALED    
 PO0716  ___________________________________________________________________
 PO0716  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 PO0716  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 PO0716
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0716
 PO0716.The geoid height was determined by GEOID03.
 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;SPC MN S     -   238,164.658   977,006.201   MT  0.99993389   +1 33 10.7
 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     -   0.99994503  x   1.00000543  =   0.99995046
 PO0716!SPC MN S     -   0.99994503  x   0.99993389  =   0.99987892
 PO0716!UTM  15      -   0.99994503  x   0.99971594  =   0.99966099
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0716.See file dsdata.txt to determine how the superseded data were derived.
 PO0716
 PO0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9709497236(NAD 83)
 PO0716_MARKER: DS = TRIANGULATION STATION DISK
 PO0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 QN0482 ***********************************************************************
 QN0482  DESIGNATION -  BECKER
 QN0482  PID         -  QN0482
 QN0482  STATE/COUNTY-  WI/MARATHON
 QN0482  USGS QUAD   -  ATHENS (1981)
 QN0482
 QN0482                         *CURRENT SURVEY CONTROL
 QN0482  ___________________________________________________________________
 QN0482* NAD 83(1991)-  45 00 29.95543(N)    090 03 54.42875(W)     ADJUSTED  
 QN0482* NAVD 88     -       445.     (meters)    1460.     (feet)  SCALED    
 QN0482  ___________________________________________________________________
 QN0482  LAPLACE CORR-          -7.71  (seconds)                    DEFLEC99
 QN0482  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 QN0482
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0482
 QN0482.The geoid height was determined by GEOID03.
 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  =   0.99987879
 QN0482!UTM  15      -   0.99993543  x   1.00025778  =   1.00019319
 QN0482!UTM  16      -   0.99993543  x   1.00031746  =   1.00025287
 QN0482
 QN0482:                Primary Azimuth Mark                     Grid Az
 QN0482:SPC WI C     -  ST JOHANNES EVAN LUTH CHURCH             182 09 14.5
 QN0482:UTM  15      -  ST JOHANNES EVAN LUTH CHURCH             180 01 53.7
 QN0482:UTM  16      -  ST JOHANNES EVAN LUTH CHURCH             184 16 36.5
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0482.See file dsdata.txt to determine how the superseded data were derived.
 QN0482
 QN0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK3128088066(NAD 83)
 QN0482_MARKER: DS = TRIANGULATION STATION DISK
 QN0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0482_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QN0482_STAMPING: BECKER 1934
 QN0482_MARK LOGO: CGS   
 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 = OCTOBER  7, 2006
 ON0172 ***********************************************************************
 ON0172  DESIGNATION -  BEECH
 ON0172  PID         -  ON0172
 ON0172  STATE/COUNTY-  WI/LA CROSSE
 ON0172  USGS QUAD   -  WEST SALEM (1993)
 ON0172
 ON0172                         *CURRENT SURVEY CONTROL
 ON0172  ___________________________________________________________________
 ON0172* NAD 83(1991)-  43 53 35.35742(N)    091 01 03.40622(W)     ADJUSTED  
 ON0172* NAVD 88     -       234.171  (meters)     768.28   (feet)  ADJUSTED  
 ON0172  ___________________________________________________________________
 ON0172  LAPLACE CORR-          -7.29  (seconds)                    DEFLEC99
 ON0172  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 ON0172  DYNAMIC HT  -         234.127 (meters)     768.13  (feet)  COMP
 ON0172  MODELED GRAV-     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
 ON0172.and adjusted by the National Geodetic Survey in June 1991..
 ON0172
 ON0172.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0172
 ON0172.The geoid height was determined by GEOID03.
 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;                    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     -   0.99996836  x   0.99996937  =   0.99993774
 ON0172!UTM  15      -   0.99996836  x   0.99991182  =   0.99988019
 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|---------------------------------------------------------------------|
 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
 ON0172.Superseded values are not recommended for survey control.
 ON0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0172.See file dsdata.txt to determine how the superseded data were derived.
 ON0172
 ON0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ5922261916(NAD 83)
 ON0172_MARKER: DB = BENCH MARK DISK
 ON0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0172_STAMPING: BEECH 1926
 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             NGS
 ON0172  HISTORY     - 1935     GOOD             CGS
 ON0172  HISTORY     - 1935     MARK NOT FOUND   NGS
 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 NATIONAL 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 NATIONAL 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 = OCTOBER  7, 2006
 OM0674 ***********************************************************************
 OM0674  DESIGNATION -  BEECHWOOD MICH PLINE CO MAST
 OM0674  PID         -  OM0674
 OM0674  STATE/COUNTY-  WI/SHEBOYGAN
 OM0674  USGS QUAD   -  KEWASKUM (1974)
 OM0674
 OM0674                         *CURRENT SURVEY CONTROL
 OM0674  ___________________________________________________________________
 OM0674* NAD 83(1991)-  43 36 01.94381(N)    088 07 47.28867(W)     ADJUSTED  
 OM0674* NAVD 88     -                                                        
 OM0674  ___________________________________________________________________
 OM0674  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 OM0674  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 OM0674
 OM0674  HORZ ORDER  -  THIRD
 OM0674
 OM0674.The horizontal coordinates were established by classical geodetic methods
 OM0674.and adjusted by the National Geodetic Survey in November 1991..
 OM0674
 OM0674
 OM0674.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0674
 OM0674.The geoid height was determined by GEOID03.
 OM0674
 OM0674;                    North         East     Units Scale Factor Converg.
 OM0674;SPC WI S     -   179,498.741   750,982.222   MT  0.99993858   +1 17 06.1
 OM0674;SPC WI S     -   588,905.45  2,463,847.51   sFT  0.99993858   +1 17 06.1
 OM0674;UTM  16      - 4,828,127.296   408,813.285   MT  0.99970228   -0 46 45.1
 OM0674
 OM0674                          SUPERSEDED SURVEY CONTROL
 OM0674
 OM0674  NAD 83(1986)-  43 36 01.93332(N)    088 07 47.29277(W) AD(       ) 4
 OM0674  NAD 27      -  43 36 01.95000(N)    088 07 46.94400(W) AD(       ) 3
 OM0674
 OM0674.Superseded values are not recommended for survey control.
 OM0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0674.See file dsdata.txt to determine how the superseded data were derived.
 OM0674
 OM0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0881328127(NAD 83)
 OM0674
 OM0674  HISTORY     - Date     Condition        Report By
 OM0674  HISTORY     - 1953     MONUMENTED       CGS
 OM0674  HISTORY     - 20021214 MARK NOT FOUND   USPSQD
 OM0674  HISTORY     - 20040323 MARK NOT FOUND   USPSQD
 OM0674
 OM0674                          STATION DESCRIPTION
 OM0674
 OM0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0674'STATION IS THE CENTER OF THE TOP OF THE MAST OF THE
 OM0674'MICHIGAN-WISCONSIN PIPE LINE CO. LOCATED ON THE NORTH SIDE OF A
 OM0674'GRAVEL ROAD ABOUT 1 MILE SOUTHEAST OF BEECHWOOD.  THE
 OM0674'MAST IS A THREE-LEGGED STEEL STRUCTURE ABOUT 175 FEET HIGH AND
 OM0674'IS PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE.
 OM0674
 OM0674                          STATION RECOVERY (2002)
 OM0674
 OM0674'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0674'NOT FOUND.  AN APPARENT NEW MAST WITH GUY WIRES IS ON THE SITE NOW
 OM0674'OWNED BY ANR PIPELINE COMPANY.  IT IS LOCATED NORTHWEST OF BEECHWOOD.
 OM0674'GO 0.5 MILE NORTH ON COUNTY HIGHWAY A FROM THE JUNCTION OF COUNTY
 OM0674'HIGHWAYS S AND A TO TOWER DRIVE, TURN WEST AND GO 0.4 MILE ON TOWER
 OM0674'DRIVE TO THE MAST ON THE LEFT.
 OM0674
 OM0674                          STATION RECOVERY (2004)
 OM0674
 OM0674'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 OM0674'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5311 ***********************************************************************
 DH5311  DESIGNATION -  BEETOWN E GPS
 DH5311  PID         -  DH5311
 DH5311  STATE/COUNTY-  WI/GRANT
 DH5311  USGS QUAD   -  HURRICANE (1978)
 DH5311
 DH5311                         *CURRENT SURVEY CONTROL
 DH5311  ___________________________________________________________________
 DH5311* NAD 83(1997)-  42 49 28.62735(N)    090 45 44.87897(W)     ADJUSTED  
 DH5311* NAVD 88     -                                                        
 DH5311  ___________________________________________________________________
 DH5311  X           -     -62,349.710 (meters)                     COMP
 DH5311  Y           -  -4,685,012.253 (meters)                     COMP
 DH5311  Z           -   4,313,425.110 (meters)                     COMP
 DH5311  LAPLACE CORR-          -4.09  (seconds)                    DEFLEC99
 DH5311  ELLIP HEIGHT-         283.69  (meters)          (08/01/05) GPS OBS
 DH5311  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 DH5311
 DH5311  HORZ ORDER  -  FIRST
 DH5311  ELLP ORDER  -  SECOND    CLASS I
 DH5311
 DH5311.The horizontal coordinates were established by GPS observations
 DH5311.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5311
 DH5311
 DH5311.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5311
 DH5311.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5311
 DH5311.The ellipsoidal height was determined by GPS observations
 DH5311.and is referenced to NAD 83.
 DH5311
 DH5311.The geoid height was determined by GEOID03.
 DH5311
 DH5311;                    North         East     Units Scale Factor Converg.
 DH5311;SPC WI S     -    91,892.877   537,653.157   MT  0.99998285   -0 31 26.0
 DH5311;SPC WI S     -   301,485.21  1,763,950.40   sFT  0.99998285   -0 31 26.0
 DH5311;UTM  15      - 4,743,767.573   682,899.135   MT  1.00001156   +1 31 17.0
 DH5311
 DH5311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5311!SPC WI S     -   0.99995551  x   0.99998285  =   0.99993836
 DH5311!UTM  15      -   0.99995551  x   1.00001156  =   0.99996707
 DH5311
 DH5311                          SUPERSEDED SURVEY CONTROL
 DH5311
 DH5311.No superseded survey control is available for this station.
 DH5311
 DH5311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8289943768(NAD 83)
 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 - 2003
 DH5311
 DH5311  HISTORY     - Date     Condition        Report By
 DH5311  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5310 ***********************************************************************
 DH5310  DESIGNATION -  BEETOWN S GPS
 DH5310  PID         -  DH5310
 DH5310  STATE/COUNTY-  WI/GRANT
 DH5310  USGS QUAD   -  HURRICANE (1978)
 DH5310
 DH5310                         *CURRENT SURVEY CONTROL
 DH5310  ___________________________________________________________________
 DH5310* NAD 83(1997)-  42 47 06.40845(N)    090 47 32.71038(W)     ADJUSTED  
 DH5310* NAVD 88     -                                                        
 DH5310  ___________________________________________________________________
 DH5310  X           -     -64,840.026 (meters)                     COMP
 DH5310  Y           -  -4,687,949.690 (meters)                     COMP
 DH5310  Z           -   4,310,194.770 (meters)                     COMP
 DH5310  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 DH5310  ELLIP HEIGHT-         268.37  (meters)          (08/01/05) GPS OBS
 DH5310  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 DH5310
 DH5310  HORZ ORDER  -  FIRST
 DH5310  ELLP ORDER  -  SECOND    CLASS I
 DH5310
 DH5310.The horizontal coordinates were established by GPS observations
 DH5310.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5310
 DH5310
 DH5310.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5310
 DH5310.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5310
 DH5310.The ellipsoidal height was determined by GPS observations
 DH5310.and is referenced to NAD 83.
 DH5310
 DH5310.The geoid height was determined by GEOID03.
 DH5310
 DH5310;                    North         East     Units Scale Factor Converg.
 DH5310;SPC WI S     -    87,527.374   535,162.257   MT  0.99998996   -0 32 40.1
 DH5310;SPC WI S     -   287,162.73  1,755,778.17   sFT  0.99998996   -0 32 40.1
 DH5310;UTM  15      - 4,739,315.882   680,565.542   MT  1.00000113   +1 29 59.7
 DH5310
 DH5310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5310!SPC WI S     -   0.99995791  x   0.99998996  =   0.99994787
 DH5310!UTM  15      -   0.99995791  x   1.00000113  =   0.99995904
 DH5310
 DH5310                          SUPERSEDED SURVEY CONTROL
 DH5310
 DH5310.No superseded survey control is available for this station.
 DH5310
 DH5310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8056639316(NAD 83)
 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 - 2003
 DH5310
 DH5310  HISTORY     - Date     Condition        Report By
 DH5310  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5322 ***********************************************************************
 DH5322  DESIGNATION -  BEETOWN W GPS
 DH5322  PID         -  DH5322
 DH5322  STATE/COUNTY-  WI/GRANT
 DH5322  USGS QUAD   -  BEETOWN (1978)
 DH5322
 DH5322                         *CURRENT SURVEY CONTROL
 DH5322  ___________________________________________________________________
 DH5322* NAD 83(1997)-  42 49 44.94976(N)    090 55 01.74865(W)     ADJUSTED  
 DH5322* NAVD 88     -                                                        
 DH5322  ___________________________________________________________________
 DH5322  X           -     -74,992.413 (meters)                     COMP
 DH5322  Y           -  -4,684,479.673 (meters)                     COMP
 DH5322  Z           -   4,313,790.071 (meters)                     COMP
 DH5322  LAPLACE CORR-          -5.27  (seconds)                    DEFLEC99
 DH5322  ELLIP HEIGHT-         277.13  (meters)          (08/01/05) GPS OBS
 DH5322  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 DH5322
 DH5322  HORZ ORDER  -  FIRST
 DH5322  ELLP ORDER  -  SECOND    CLASS I
 DH5322
 DH5322.The horizontal coordinates were established by GPS observations
 DH5322.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5322
 DH5322
 DH5322.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5322
 DH5322.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5322
 DH5322.The ellipsoidal height was determined by GPS observations
 DH5322.and is referenced to NAD 83.
 DH5322
 DH5322.The geoid height was determined by GEOID03.
 DH5322
 DH5322;                    North         East     Units Scale Factor Converg.
 DH5322;SPC WI S     -    92,523.904   525,010.495   MT  0.99998206   -0 37 48.6
 DH5322;SPC WI S     -   303,555.51  1,722,471.93   sFT  0.99998206   -0 37 48.6
 DH5322;UTM  15      - 4,743,946.858   670,241.987   MT  0.99995657   +1 24 58.6
 DH5322
 DH5322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5322!SPC WI S     -   0.99995654  x   0.99998206  =   0.99993860
 DH5322!UTM  15      -   0.99995654  x   0.99995657  =   0.99991311
 DH5322
 DH5322                          SUPERSEDED SURVEY CONTROL
 DH5322
 DH5322.No superseded survey control is available for this station.
 DH5322
 DH5322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH7024243947(NAD 83)
 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 - 2003
 DH5322
 DH5322  HISTORY     - Date     Condition        Report By
 DH5322  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB8438 ***********************************************************************
 AB8438  DESIGNATION -  BEHAN
 AB8438  PID         -  AB8438
 AB8438  STATE/COUNTY-  WI/BURNETT
 AB8438  USGS QUAD   -  MC KENZIE LAKE (1982)
 AB8438
 AB8438                         *CURRENT SURVEY CONTROL
 AB8438  ___________________________________________________________________
 AB8438* NAD 83(1997)-  45 54 52.52295(N)    092 06 16.15065(W)     ADJUSTED  
 AB8438* NAVD 88     -       311.0    (meters)    1020.     (feet)  GPS OBS   
 AB8438  ___________________________________________________________________
 AB8438  X           -    -163,241.642 (meters)                     COMP
 AB8438  Y           -  -4,442,343.347 (meters)                     COMP
 AB8438  Z           -   4,558,851.663 (meters)                     COMP
 AB8438  LAPLACE CORR-          -9.48  (seconds)                    DEFLEC99
 AB8438  ELLIP HEIGHT-         283.83  (meters)          (01/30/03) GPS OBS
 AB8438  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AB8438
 AB8438  HORZ ORDER  -  FIRST
 AB8438  ELLP ORDER  -  FOURTH    CLASS I
 AB8438
 AB8438.The horizontal coordinates were established by GPS observations
 AB8438.and adjusted by the National Geodetic Survey in January 2003..
 AB8438
 AB8438.The orthometric height was determined by GPS observations and a
 AB8438.high-resolution geoid model.
 AB8438
 AB8438.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8438
 AB8438.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8438
 AB8438.The ellipsoidal height was determined by GPS observations
 AB8438.and is referenced to NAD 83.
 AB8438
 AB8438.The geoid height was determined by GEOID03.
 AB8438
 AB8438;                    North         East     Units Scale Factor Converg.
 AB8438;SPC WI N     -    85,289.702   436,755.339   MT  0.99995506   -1 31 05.2
 AB8438;SPC WI N     -   279,821.30  1,432,921.47   sFT  0.99995506   -1 31 05.2
 AB8438;UTM  15      - 5,084,947.752   569,448.228   MT  0.99965929   +0 38 35.8
 AB8438
 AB8438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8438!SPC WI N     -   0.99995551  x   0.99995506  =   0.99991057
 AB8438!UTM  15      -   0.99995551  x   0.99965929  =   0.99961481
 AB8438
 AB8438                          SUPERSEDED SURVEY CONTROL
 AB8438
 AB8438  NAD 83(1991)-  45 54 52.52237(N)    092 06 16.14799(W) AD(       ) 1
 AB8438  ELLIP H (12/09/96)  283.86   (m)                       GP(       ) 4 1
 AB8438
 AB8438.Superseded values are not recommended for survey control.
 AB8438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8438.See file dsdata.txt to determine how the superseded data were derived.
 AB8438
 AB8438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6944884948(NAD 83)
 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 = OCTOBER  7, 2006
 ON1124 ***********************************************************************
 ON1124  DESIGNATION -  BELDANE
 ON1124  PID         -  ON1124
 ON1124  STATE/COUNTY-  WI/MONROE
 ON1124  USGS QUAD   -  CITY ROCK (1983)
 ON1124
 ON1124                         *CURRENT SURVEY CONTROL
 ON1124  ___________________________________________________________________
 ON1124* NAD 83(1991)-  43 58 30.76973(N)    090 44 36.59428(W)     ADJUSTED  
 ON1124* NAVD 88     -       253.     (meters)     830.     (feet)  SCALED    
 ON1124  ___________________________________________________________________
 ON1124  LAPLACE CORR-          -6.73  (seconds)                    DEFLEC99
 ON1124  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 ON1124
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1124
 ON1124.The geoid height was determined by GEOID03.
 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     -   0.99996556  x   0.99998271  =   0.99994827
 ON1124!UTM  15      -   0.99996556  x   1.00000290  =   0.99996846
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1124.See file dsdata.txt to determine how the superseded data were derived.
 ON1124
 ON1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ8099071595(NAD 83)
 ON1124_MARKER: DS = TRIANGULATION STATION DISK
 ON1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1124_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 OL0439 ***********************************************************************
 OL0439  DESIGNATION -  BELGIUM
 OL0439  PID         -  OL0439
 OL0439  STATE/COUNTY-  WI/OZAUKEE
 OL0439  USGS QUAD   -  PORT WASHINGTON EAST (1994)
 OL0439
 OL0439                         *CURRENT SURVEY CONTROL
 OL0439  ___________________________________________________________________
 OL0439* NAD 83(1991)-  43 29 25.55247(N)    087 50 16.85341(W)     ADJUSTED  
 OL0439* NAVD 88     -       228.     (meters)     748.     (feet)  SCALED    
 OL0439  ___________________________________________________________________
 OL0439  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 OL0439  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 OL0439
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0439
 OL0439.The geoid height was determined by GEOID03.
 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     -   0.99996980  x   0.99993375  =   0.99990355
 OL0439!UTM  16      -   0.99996980  x   0.99965648  =   0.99962629
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0439.See file dsdata.txt to determine how the superseded data were derived.
 OL0439
 OL0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3224015620(NAD 83)
 OL0439_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OL0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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'STATION IS LOCATED 7 MILES NORTH OF PORT WASHINGTON,, 5 MILES SOUTH
 OL0439'OF CEDAR GROVE AND 1 MILE
 OL0439'SOUTHEAST OF BELGIUM ON PROPERTY OWNED BY MR. ED. BEACHLER.  IT IS
 OL0439'120 FEET EAST OF THE CENTER OF U.S.
 OL0439'HIGHWAY 141, 83 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 OL0439'HOUSE, 16 FEET NORTH OF THE CENTER OF A
 OL0439'DRIVEWAY, 11 FEET EAST OF A WHITE WITNESS POST
 OL0439'AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK 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
 OL0439'THE FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED BELGIUM NO
 OL0439'1 1953.
 OL0439'
 OL0439'REFERENCE MARK NO. 2 IS 75 FEET WEST OF THE NORTHWEST CORNER OF THE
 OL0439'HOUSE AND 10 FEET SOUTH OF
 OL0439'THE CENTER OF THE DRIVEWAY.  THE MARK IS FLUSH AND THE DISK IS
 OL0439'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
 OL0439'POST, 2 FEET WEST OF A TELEPHONE POLE AND 1 FOOT SOUTH OF A FENCE
 OL0439'LINE.  THE MARK PROJECTS 6 INCHES
 OL0439'AND THE DISK IS 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
 OL0439'EAST OF BELGIUM GO SOUTH ON HIGHWAY 141 FOR 0.5 MILE TO A DRIVEWAY ON
 OL0439'THE LEFT AND THE STATION AS
 OL0439'DESCRIBED.
 OL0439'
 OL0439'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF COUNTY HIGHWAY D
 OL0439'AND U.S. HIGHWAY 141, GO WEST ON
 OL0439'HIGHWAY D FOR 0.05 MILE TO THE MARK 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
 OL0439'LL--.  THERE ARE NO WITNESS POSTS PRESENT AND THE FENCE LINE HAS BEEN
 OL0439'MOVED TO THE NORTH.
 OL0439'THE STATION IS 6 INCHES BELOW GROUND LEVEL, REFERENCE MARK 1 IS 4
 OL0439'INCHES BELOW GROUND LEVEL, AND REFERENCE MARK 2 IS 5 INCHES BELOW
 OL0439'GROUND LEVEL.
 OL0439'THE AZIMUTH MARK WAS NOT FOUND. THERE IS NO WITNESS POST PRESENT AND
 OL0439'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 = OCTOBER  7, 2006
 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  USGS QUAD   -  CEDAR GROVE (1974)
 DF6086
 DF6086                         *CURRENT SURVEY CONTROL
 DF6086  ___________________________________________________________________
 DF6086* NAD 83(1997)-  43 30 40.10676(N)    087 49 49.41703(W)     ADJUSTED  
 DF6086* NAVD 88     -       215.71   (meters)     707.7    (feet)  GPS OBS   
 DF6086  ___________________________________________________________________
 DF6086  X           -     175,401.319 (meters)                     COMP
 DF6086  Y           -  -4,629,849.695 (meters)                     COMP
 DF6086  Z           -   4,368,983.711 (meters)                     COMP
 DF6086  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 DF6086  ELLIP HEIGHT-         180.37  (meters)          (06/11/03) GPS OBS
 DF6086  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 DF6086
 DF6086  HORZ ORDER  -  FIRST
 DF6086  ELLP ORDER  -  THIRD     CLASS I
 DF6086
 DF6086.The horizontal coordinates were established by GPS observations
 DF6086.and adjusted by the National Geodetic Survey in June 2003..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6086
 DF6086.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6086
 DF6086.The ellipsoidal height was determined by GPS observations
 DF6086.and is referenced to NAD 83.
 DF6086
 DF6086.The geoid height was determined by GEOID03.
 DF6086
 DF6086;                    North         East     Units Scale Factor Converg.
 DF6086;SPC WI S     -   170,155.666   775,406.987   MT  0.99993438   +1 29 26.7
 DF6086;SPC WI S     -   558,252.38  2,543,981.09   sFT  0.99993438   +1 29 26.7
 DF6086;UTM  16      - 4,817,913.544   432,879.605   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  =   0.99990610
 DF6086!UTM  16      -   0.99997172  x   0.99965541  =   0.99962714
 DF6086
 DF6086                          SUPERSEDED SURVEY CONTROL
 DF6086
 DF6086.No superseded survey control is available for this station.
 DF6086
 DF6086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3288017914(NAD 83)
 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 - November 08, 2003
 DF6086
 DF6086  HISTORY     - Date     Condition        Report By
 DF6086  HISTORY     - 2000     MONUMENTED       WIDT
 DF6086  HISTORY     - 20031108 GOOD             USPSQD
 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
 DF6086'NORTH-NORTHEAST OF BELGIUM.  OWNERSHIP--OZAUKEE COUNTY.  TO REACH THE
 DF6086'STATION FROM
 DF6086'THE JUNCTION OF INTERSTATE 43 WITH COUNTY HIGHWAY D IN THE VILLAGE OF
 DF6086'BELGIUM, GO WEST
 DF6086'ON COUNTY HIGHWAY D (MAIN STREET) FOR 0.3 KM TO COUNTY HIGHWAY LL,
 DF6086'TURN RIGHT AND GO
 DF6086'NORTH ON COUNTY HIGHWAY LL FOR 1.1 KM TO THE STATION ON THE RIGHT.
 DF6086'THE STATION IS A
 DF6086'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF6086'STATION DISK
 DF6086'SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4
 DF6086'M AND ABOUT LEVEL
 DF6086'WITH THE HIGHWAY PAVEMENT.  THE STATION IS 12.5 M EAST OF THE
 DF6086'CENTERLINE OF COUNTY
 DF6086'HIGHWAY LL, 39.4 M SOUTHEAST OF A POWER POLE --92-00607 40-5--, 5.3 M
 DF6086'EAST OF A MAIL BOX AT
 DF6086'PRIVATE ENTRANCE --6419--, 1.0 M NORTH, 1.0 M SOUTH, AND 1.0 M WEST OF
 DF6086'THREE 4X4 ORANGE
 DF6086'PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE
 DF6086'OBSTRUCTIONS EXTENDING
 DF6086'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF6086' 
 DF6086' 
 DF6086' 
 DF6086' 
 DF6086' 
 DF6086' 
 DF6086' 
 DF6086' 
 DF6086' 
 DF6086'
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 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  USGS QUAD   -  PORT WASHINGTON EAST (1994)
 DF6080
 DF6080                         *CURRENT SURVEY CONTROL
 DF6080  ___________________________________________________________________
 DF6080* NAD 83(1997)-  43 27 21.31169(N)    087 50 07.75203(W)     ADJUSTED  
 DF6080* NAVD 88     -       210.15   (meters)     689.5    (feet)  GPS OBS   
 DF6080  ___________________________________________________________________
 DF6080  X           -     175,149.077 (meters)                     COMP
 DF6080  Y           -  -4,634,080.247 (meters)                     COMP
 DF6080  Z           -   4,364,528.283 (meters)                     COMP
 DF6080  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 DF6080  ELLIP HEIGHT-         174.84  (meters)          (06/11/03) GPS OBS
 DF6080  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 DF6080
 DF6080  HORZ ORDER  -  FIRST
 DF6080  ELLP ORDER  -  THIRD     CLASS I
 DF6080
 DF6080.The horizontal coordinates were established by GPS observations
 DF6080.and adjusted by the National Geodetic Survey in June 2003..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6080
 DF6080.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6080
 DF6080.The ellipsoidal height was determined by GPS observations
 DF6080.and is referenced to NAD 83.
 DF6080
 DF6080.The geoid height was determined by GEOID03.
 DF6080
 DF6080;                    North         East     Units Scale Factor Converg.
 DF6080;SPC WI S     -   164,012.283   775,154.543   MT  0.99993300   +1 29 14.1
 DF6080;SPC WI S     -   538,096.97  2,543,152.86   sFT  0.99993300   +1 29 14.1
 DF6080;UTM  16      - 4,811,784.927   432,406.390   MT  0.99965620   -0 34 28.8
 DF6080
 DF6080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6080!SPC WI S     -   0.99997258  x   0.99993300  =   0.99990559
 DF6080!UTM  16      -   0.99997258  x   0.99965620  =   0.99962879
 DF6080
 DF6080                          SUPERSEDED SURVEY CONTROL
 DF6080
 DF6080.No superseded survey control is available for this station.
 DF6080
 DF6080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3240611785(NAD 83)
 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 - November 08, 2003
 DF6080
 DF6080  HISTORY     - Date     Condition        Report By
 DF6080  HISTORY     - 20001106 MONUMENTED       WIDT
 DF6080  HISTORY     - 20031108 GOOD             USPSQD
 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
 DF6080'NORTH-NORTHEAST OF PORT WASHINGTON.  OWNERSHIP--TOWN OF PORT
 DF6080'WASHINGTON.  TO REACH
 DF6080'THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 43 WITH STATE
 DF6080'HIGHWAY 32 (EXIT 100)
 DF6080'IN THE CITY OF PORT  WASHINGTON, GO NORTH ON STATE HIGHWAY 32 (COUNTY
 DF6080'HIGHWAY H) FOR
 DF6080'0.2 KM TO COUNTY HIGHWAY KW ON THE RIGHT, TURN RIGHT AND GO NORTH ON
 DF6080'COUNTY HIGHWAY
 DF6080'KW FOR 4.7 KM TO DIXIE ROAD, TURN RIGHT AND GO EAST ON DIXIE ROAD FOR
 DF6080'2.4 KM TO COUNTY
 DF6080'HIGHWAY LL, CONTINUE EAST ON DIXIE ROAD FOR 0.3 KM TO THE STATION ON
 DF6080'THE LEFT.  THE
 DF6080'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DF6080'SURVEY CONTROL
 DF6080'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A
 DF6080'DEPTH OF 2.4 M AND
 DF6080'ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 9.3 M NORTH OF THE
 DF6080'CENTERLINE OF
 DF6080'DIXIE ROAD, 33.8 M NORTHWEST OF A POWER POLE --84-06955 40-4--, 25.6 M
 DF6080'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,
 DF6080'1.0 M WEST, AND 1.0 M NORTH OF THREE 4X4 ORANGE PLASTIC WITNESS POSTS.
 DF6080'---NOTE---THIS
 DF6080'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DF6080'ABOVE THE
 DF6080'HORIZON.
 DF6080' 
 DF6080' 
 DF6080' 
 DF6080' 
 DF6080' 
 DF6080' 
 DF6080' 
 DF6080' 
 DF6080'
 DF6080
 DF6080                          STATION RECOVERY (2003)
 DF6080
 DF6080'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6080'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 2 FEET SOUTH OF A
 DF6080'WHITE PLASTIC WITNESS POST.  NOTE-- DIXIE ROAD EAST OF COUNTY HIGHWAY
 DF6080'LL IS COUNTY HIGHWAY P.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0791 ***********************************************************************
 RM0791  DESIGNATION -  BELL
 RM0791  PID         -  RM0791
 RM0791  STATE/COUNTY-  WI/BAYFIELD
 RM0791  USGS QUAD   -  CORNUCOPIA (1975)
 RM0791
 RM0791                         *CURRENT SURVEY CONTROL
 RM0791  ___________________________________________________________________
 RM0791* NAD 83(1991)-  46 45 34.74647(N)    091 07 27.89767(W)     ADJUSTED  
 RM0791* NAVD 88     -       385.22   (+/-2cm)    1263.8    (feet)  VERTCON   
 RM0791  ___________________________________________________________________
 RM0791  LAPLACE CORR-          -6.99  (seconds)                    DEFLEC99
 RM0791  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 RM0791
 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.The vertical order pertains to the NGVD 29 superseded value.
 RM0791
 RM0791.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0791
 RM0791.The geoid height was determined by GEOID03.
 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     -   0.99994451  x   0.99999872  =   0.99994323
 RM0791!UTM  15      -   0.99994451  x   0.99985215  =   0.99979667
 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 (07/19/86)  385.17   (m)         1263.7    (f) LEVELING    3  
 RM0791
 RM0791.Superseded values are not recommended for survey control.
 RM0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0791.See file dsdata.txt to determine how the superseded data were derived.
 RM0791
 RM0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM4322980164(NAD 83)
 RM0791_MARKER: DS = TRIANGULATION STATION DISK
 RM0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0791
 RM0791  HISTORY     - Date     Condition        Report By
 RM0791  HISTORY     - 1953     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1201 ***********************************************************************
 PN1201  DESIGNATION -  BELL
 PN1201  PID         -  PN1201
 PN1201  STATE/COUNTY-  WI/MARATHON
 PN1201  USGS QUAD   -  HALDER (1981)
 PN1201
 PN1201                         *CURRENT SURVEY CONTROL
 PN1201  ___________________________________________________________________
 PN1201* NAD 83(1991)-  44 52 05.55589(N)    089 50 42.84108(W)     ADJUSTED  
 PN1201* NAVD 88     -       414.8    (meters)    1361.     (feet)  VERTCON   
 PN1201  ___________________________________________________________________
 PN1201  LAPLACE CORR-          -7.74  (seconds)                    DEFLEC99
 PN1201  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 PN1201
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1201
 PN1201.The geoid height was determined by GEOID03.
 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     -   0.99994035  x   0.99994071  =   0.99988106
 PN1201!UTM  16      -   0.99994035  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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1201.See file dsdata.txt to determine how the superseded data were derived.
 PN1201
 PN1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7523872249(NAD 83)
 PN1201_MARKER: DE = TRAVERSE STATION DISK
 PN1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1201_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PN1201_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 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 = OCTOBER  7, 2006
 NH1568 ***********************************************************************
 NH1568  DESIGNATION -  BELLE
 NH1568  PID         -  NH1568
 NH1568  STATE/COUNTY-  WI/DANE
 NH1568  USGS QUAD   -  VERONA (1982)
 NH1568
 NH1568                         *CURRENT SURVEY CONTROL
 NH1568  ___________________________________________________________________
 NH1568* NAD 83(1991)-  42 53 14.61261(N)    089 30 25.13302(W)     ADJUSTED  
 NH1568* NAVD 88     -       319.2    (meters)    1047.     (feet)  VERTCON   
 NH1568  ___________________________________________________________________
 NH1568  X           -      40,275.852 (meters)                     COMP
 NH1568  Y           -  -4,680,511.750 (meters)                     COMP
 NH1568  Z           -   4,318,538.524 (meters)                     COMP
 NH1568  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 NH1568  ELLIP HEIGHT-         285.36  (meters)          (10/21/99) GPS OBS
 NH1568  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 NH1568
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1568
 NH1568.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1568
 NH1568.The ellipsoidal height was determined by GPS observations
 NH1568.and is referenced to NAD 83.
 NH1568
 NH1568.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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)         1047.     (f) GPS OBS        
 NH1568
 NH1568.Superseded values are not recommended for survey control.
 NH1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1568.See file dsdata.txt to determine how the superseded data were derived.
 NH1568
 NH1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9528251359(NAD 83)
 NH1568_MARKER: DS = TRIANGULATION STATION DISK
 NH1568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1568_SP_SET: SQUARE CONCRETE MONUMENT
 NH1568_STAMPING: BELLE 1958
 NH1568_MARK LOGO: CGS   
 NH1568_MAGNETIC: N = NO MAGNETIC MATERIAL
 NH1568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = OCTOBER  7, 2006
 PO0581 ***********************************************************************
 PO0581  DESIGNATION -  BELLE MOUND LOOKOUT
 PO0581  PID         -  PO0581
 PO0581  STATE/COUNTY-  WI/JACKSON
 PO0581  USGS QUAD   -  MILLSTON (1983)
 PO0581
 PO0581                         *CURRENT SURVEY CONTROL
 PO0581  ___________________________________________________________________
 PO0581* NAD 83(1991)-  44 14 53.08936(N)    090 44 00.35082(W)     ADJUSTED  
 PO0581* NAVD 88     -                                                        
 PO0581  ___________________________________________________________________
 PO0581  LAPLACE CORR-          -7.26  (seconds)                    DEFLEC99
 PO0581  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 PO0581
 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
 PO0581.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0581
 PO0581.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 PO0581
 PO0581  NAD 83(1991)-  44 14 53.08903(N)    090 44 00.35010(W) AD(       ) 4
 PO0581  NAD 83(1986)-  44 14 53.08604(N)    090 44 00.35718(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0581.See file dsdata.txt to determine how the superseded data were derived.
 PO0581
 PO0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK8096301925(NAD 83)
 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 = OCTOBER  7, 2006
 OM0996 ***********************************************************************
 OM0996  DESIGNATION -  BELLES
 OM0996  PID         -  OM0996
 OM0996  STATE/COUNTY-  WI/COLUMBIA
 OM0996  USGS QUAD   -  OBSERVATORY HILL (1984)
 OM0996
 OM0996                         *CURRENT SURVEY CONTROL
 OM0996  ___________________________________________________________________
 OM0996* NAD 83(1991)-  43 37 42.52973(N)    089 17 26.04628(W)     ADJUSTED  
 OM0996* NAVD 88     -       321.     (meters)    1053.     (feet)  SCALED    
 OM0996  ___________________________________________________________________
 OM0996  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 OM0996  GEOID HEIGHT-         -35.71  (meters)                     GEOID03
 OM0996
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0996
 OM0996.The geoid height was determined by GEOID03.
 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     -   0.99995527  x   0.99994039  =   0.99989566
 OM0996!UTM  16      -   0.99995527  x   1.00002003  =   0.99997530
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0996.See file dsdata.txt to determine how the superseded data were derived.
 OM0996
 OM0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP1521133160(NAD 83)
 OM0996_MARKER: DS = TRIANGULATION STATION DISK
 OM0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 DG4824 ***********************************************************************
 DG4824  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4824  DESIGNATION -  BELLEVILLE GPS
 DG4824  PID         -  DG4824
 DG4824  STATE/COUNTY-  WI/GREEN
 DG4824  USGS QUAD   -  ATTICA (1971)
 DG4824
 DG4824                         *CURRENT SURVEY CONTROL
 DG4824  ___________________________________________________________________
 DG4824* NAD 83(1997)-  42 48 22.41071(N)    089 29 42.87668(W)     ADJUSTED  
 DG4824* NAVD 88     -       264.03   (meters)     866.2    (feet)  GPS OBS   
 DG4824  ___________________________________________________________________
 DG4824  X           -      41,288.386 (meters)                     COMP
 DG4824  Y           -  -4,686,594.796 (meters)                     COMP
 DG4824  Z           -   4,311,889.832 (meters)                     COMP
 DG4824  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 DG4824  ELLIP HEIGHT-         230.21  (meters)          (04/02/04) GPS OBS
 DG4824  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 DG4824
 DG4824  HORZ ORDER  -  FIRST
 DG4824  ELLP ORDER  -  FOURTH    CLASS I
 DG4824
 DG4824.The horizontal coordinates were established by GPS observations
 DG4824.and adjusted by the WI DEPT OF TRANSP in April 2004..
 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.Photographs are available 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 DEFLEC99 derived deflections.
 DG4824
 DG4824.The ellipsoidal height was determined by GPS observations
 DG4824.and is referenced to NAD 83.
 DG4824
 DG4824.The geoid height was determined by GEOID03.
 DG4824
 DG4824;                    North         East     Units Scale Factor Converg.
 DG4824;SPC WI S     -    89,689.505   641,286.607   MT  0.99998610   +0 20 48.6
 DG4824;SPC WI S     -   294,256.32  2,103,954.48   sFT  0.99998610   +0 20 48.6
 DG4824;UTM  16      - 4,742,316.700   295,973.822   MT  1.00011214   -1 41 46.2
 DG4824
 DG4824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4824!SPC WI S     -   0.99996390  x   0.99998610  =   0.99995000
 DG4824!UTM  16      -   0.99996390  x   1.00011214  =   1.00007603
 DG4824
 DG4824                          SUPERSEDED SURVEY CONTROL
 DG4824
 DG4824.No superseded survey control is available for this station.
 DG4824
 DG4824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9597442317(NAD 83)
 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 - April 16, 2004
 DG4824
 DG4824  HISTORY     - Date     Condition        Report By
 DG4824  HISTORY     - 2001     MONUMENTED       WIDT
 DG4824  HISTORY     - 20040416 GOOD             USPSQD
 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'
 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--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1574 ***********************************************************************
 NH1574  DESIGNATION -  BELLEVILLE MUNICIPAL STANDPIPE
 NH1574  PID         -  NH1574
 NH1574  STATE/COUNTY-  WI/DANE
 NH1574  USGS QUAD   -  BELLEVILLE (1981)
 NH1574
 NH1574                         *CURRENT SURVEY CONTROL
 NH1574  ___________________________________________________________________
 NH1574* NAD 83(1991)-  42 51 24.63763(N)    089 32 39.40530(W)     ADJUSTED  
 NH1574* NAVD 88     -                                                        
 NH1574  ___________________________________________________________________
 NH1574  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 NH1574  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 NH1574
 NH1574  HORZ ORDER  -  THIRD
 NH1574
 NH1574.The horizontal coordinates were established by classical geodetic methods
 NH1574.and adjusted by the National Geodetic Survey in November 1991..
 NH1574
 NH1574
 NH1574.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1574
 NH1574.The geoid height was determined by GEOID03.
 NH1574
 NH1574;                    North         East     Units Scale Factor Converg.
 NH1574;SPC WI S     -    95,289.411   637,245.036   MT  0.99997739   +0 18 47.3
 NH1574;SPC WI S     -   312,628.68  2,090,694.76   sFT  0.99997739   +0 18 47.3
 NH1574;UTM  16      - 4,748,057.972   292,133.979   MT  1.00013160   -1 43 52.2
 NH1574
 NH1574                          SUPERSEDED SURVEY CONTROL
 NH1574
 NH1574  NAD 83(1986)-  42 51 24.63024(N)    089 32 39.40510(W) AD(       ) 4
 NH1574  NAD 27      -  42 51 24.62000(N)    089 32 38.96000(W) AD(       ) 3
 NH1574
 NH1574.Superseded values are not recommended for survey control.
 NH1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1574.See file dsdata.txt to determine how the superseded data were derived.
 NH1574
 NH1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9213448058(NAD 83)
 NH1574_MARKER: 52 = STANDPIPE TANK
 NH1574
 NH1574  HISTORY     - Date     Condition        Report By
 NH1574  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1574  HISTORY     - 1958     SEE DESCRIPTION  CGS
 NH1574  HISTORY     - 20021227 MARK NOT FOUND   USPSQD
 NH1574
 NH1574                          STATION DESCRIPTION
 NH1574
 NH1574'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1574'THIS STATION IS THE MUNICIPAL STANDPIPE, ABOUT 0.3 MILE WEST
 NH1574'OF THE TOWN OF BELLEVILLE, WISCONSIN.  THE STANDPIPE IS ABOUT
 NH1574'0.15 MILE SOUTH OF WIS. ROUTE 69, ON A HIGH WOODED KNOLL,
 NH1574'IN THE SE CORNER, SE 1/4 SEC. 33 T 5 N R 8 E.  THE STANDPIPE
 NH1574'WAS ERECTED IN 1914 AND IS FAIRLY PROMINENT.
 NH1574'
 NH1574'THE STANDPIPE IS A ROUND CONCRETE STRUCTURE ABOUT 24 FEET
 NH1574'IN DIAMETER AND ABOUT 70 FEET HIGH.  THE RED DOME-SHAPED
 NH1574'ROOF HAS A TALL FINIAL AT THE TOP.
 NH1574
 NH1574                          STATION RECOVERY (1958)
 NH1574
 NH1574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 NH1574'THE STATION WAS RECOVERED AS DESCRIBED.  IT WILL SOON BE
 NH1574'TORN DOWN AS A NEW STANDPIPE HAS BEEN BUILT BESIDE THE OLD ONE.
 NH1574
 NH1574                          STATION RECOVERY (2002)
 NH1574
 NH1574'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 NH1574'NOT RECOVERED.  STANDPIPE TORN DOWN AND A NEW ONE OF STEEL
 NH1574'CONSTRUCTION AND PAINTED LIGHT BLUE WAS BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1572 ***********************************************************************
 NH1572  DESIGNATION -  BELLEVILLE PET MILK CO STACK
 NH1572  PID         -  NH1572
 NH1572  STATE/COUNTY-  WI/DANE
 NH1572  USGS QUAD   -  BELLEVILLE (1981)
 NH1572
 NH1572                         *CURRENT SURVEY CONTROL
 NH1572  ___________________________________________________________________
 NH1572* NAD 83(1991)-  42 51 39.65207(N)    089 31 51.54042(W)     ADJUSTED  
 NH1572* NAVD 88     -                                                        
 NH1572  ___________________________________________________________________
 NH1572  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 NH1572  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 NH1572
 NH1572  HORZ ORDER  -  THIRD
 NH1572
 NH1572.The horizontal coordinates were established by classical geodetic methods
 NH1572.and adjusted by the National Geodetic Survey in November 1991..
 NH1572
 NH1572
 NH1572.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1572
 NH1572.The geoid height was determined by GEOID03.
 NH1572
 NH1572;                    North         East     Units Scale Factor Converg.
 NH1572;SPC WI S     -    95,758.738   638,329.055   MT  0.99997671   +0 19 20.1
 NH1572;SPC WI S     -   314,168.46  2,094,251.24   sFT  0.99997671   +0 19 20.1
 NH1572;UTM  16      - 4,748,488.395   293,234.217   MT  1.00012598   -1 43 20.1
 NH1572
 NH1572                          SUPERSEDED SURVEY CONTROL
 NH1572
 NH1572  NAD 83(1986)-  42 51 39.64467(N)    089 31 51.54034(W) AD(       ) 4
 NH1572  NAD 27      -  42 51 39.63400(N)    089 31 51.09900(W) AD(       ) 3
 NH1572
 NH1572.Superseded values are not recommended for survey control.
 NH1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1572.See file dsdata.txt to determine how the superseded data were derived.
 NH1572
 NH1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9323448488(NAD 83)
 NH1572_MARKER: 63 = STACK
 NH1572
 NH1572  HISTORY     - Date     Condition        Report By
 NH1572  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1572  HISTORY     - 1958     GOOD             CGS
 NH1572  HISTORY     - 20021227 MARK NOT FOUND   USPSQD
 NH1572
 NH1572                          STATION DESCRIPTION
 NH1572
 NH1572'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1572'THIS STATION IS THE STACK AT THE PET MILK COMPANY PLANT IN THE
 NH1572'NORTHEASTERN PART OF THE TOWN OF BELLEVILLE, WISCONSIN.  IT
 NH1572'IS LOCATED ON THE SOUTH END OF THE RED BRICK BUILDING, ABOUT 145
 NH1572'FEET NORTH NORTHEAST OF THE CENTRAL ILLINOIS R.R. BRIDGE, AND
 NH1572'ABOUT 490 FEET NORTH OF WIS. ROUTE 69, IN THE SE 1/4 SEC.
 NH1572'34 T 5 N R 8 E.  THE STACK WAS ERECTED IN 1922 AND IS QUITE
 NH1572'PROMINENT.
 NH1572'
 NH1572'THE RED TILE TAPERING STACK IS ABOUT 14 FEET IN DIAMETER AT THE
 NH1572'BASE, ABOUT 8 FEET IN DIAMETER AT THE TOP, AND ABOUT 165 FEET
 NH1572'HIGH.  IT HAS A COLLAR AROUND THE TOP.
 NH1572
 NH1572                          STATION RECOVERY (1958)
 NH1572
 NH1572'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 NH1572'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 NH1572
 NH1572                          STATION RECOVERY (2002)
 NH1572
 NH1572'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 NH1572'NOT FOUND.  THE STACK HAS BEEN TORN DOWN.  THE SITE IS NOW OPERATED BY
 NH1572'ANDERSON CUSTOM PROCESSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1573 ***********************************************************************
 NH1573  DESIGNATION -  BELLEVILLE W MUN STANDPIPE
 NH1573  PID         -  NH1573
 NH1573  STATE/COUNTY-  WI/DANE
 NH1573  USGS QUAD   -  BELLEVILLE (1981)
 NH1573
 NH1573                         *CURRENT SURVEY CONTROL
 NH1573  ___________________________________________________________________
 NH1573* NAD 83(1991)-  42 51 24.50171(N)    089 32 40.00504(W)     ADJUSTED  
 NH1573* NAVD 88     -                                                        
 NH1573  ___________________________________________________________________
 NH1573  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 NH1573  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 NH1573
 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
 NH1573.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1573
 NH1573.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 NH1573
 NH1573  NAD 83(1986)-  42 51 24.49452(N)    089 32 40.00653(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1573.See file dsdata.txt to determine how the superseded data were derived.
 NH1573
 NH1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9212048054(NAD 83)
 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 = OCTOBER  7, 2006
 PM0077 ***********************************************************************
 PM0077  DESIGNATION -  BELLEVUE
 PM0077  PID         -  PM0077
 PM0077  STATE/COUNTY-  WI/BROWN
 PM0077  USGS QUAD   -  BELLEVUE (1992)
 PM0077
 PM0077                         *CURRENT SURVEY CONTROL
 PM0077  ___________________________________________________________________
 PM0077* NAD 83(1986)-  44 26 34.     (N)    087 55 19.     (W)     SCALED    
 PM0077* NAVD 88     -       230.137  (meters)     755.04   (feet)  ADJUSTED  
 PM0077  ___________________________________________________________________
 PM0077  GEOID HEIGHT-         -36.12  (meters)                     GEOID03
 PM0077  DYNAMIC HT  -         230.107 (meters)     754.94  (feet)  COMP
 PM0077  MODELED GRAV-     980,479.4   (mgal)                       NAVD 88
 PM0077
 PM0077  VERT ORDER  -  FIRST     CLASS 0
 PM0077
 PM0077.The horizontal coordinates were scaled from a topographic map and have
 PM0077.an estimated accuracy of +/- 6 seconds.
 PM0077
 PM0077.The orthometric height was determined by differential leveling
 PM0077.and adjusted by the National Geodetic Survey in June 1991..
 PM0077
 PM0077.The geoid height was determined by GEOID03.
 PM0077
 PM0077.The dynamic height is computed by dividing the NAVD 88
 PM0077.geopotential number by the normal gravity value computed on the
 PM0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0077.degrees latitude (g = 980.6199 gals.).
 PM0077
 PM0077.The modeled gravity was interpolated from observed gravity values.
 PM0077
 PM0077;                    North         East    Units  Estimated Accuracy
 PM0077;SPC WI C     -    69,840.      765,410.      MT  (+/- 180 meters Scaled)
 PM0077
 PM0077                          SUPERSEDED SURVEY CONTROL
 PM0077
 PM0077  NGVD 29 (??/??/92)  230.08   (m)          754.9    (f) COMPUTED    1 0
 PM0077
 PM0077.Superseded values are not recommended for survey control.
 PM0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0077.See file dsdata.txt to determine how the superseded data were derived.
 PM0077
 PM0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ266214(NAD 83)
 PM0077_MARKER: DS = TRIANGULATION STATION DISK
 PM0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PM0077_STAMPING: BELLEVUE 1953
 PM0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0077+STABILITY: SURFACE MOTION
 PM0077
 PM0077  HISTORY     - Date     Condition        Report By
 PM0077  HISTORY     - 1953     MONUMENTED       CGS
 PM0077  HISTORY     - 1972     GOOD             NGS
 PM0077  HISTORY     - 1972     GOOD             NGS
 PM0077  HISTORY     - 20040308 MARK NOT FOUND   USPSQD
 PM0077  HISTORY     - 20060326 MARK NOT FOUND   GEOCAC
 PM0077
 PM0077                          STATION DESCRIPTION
 PM0077
 PM0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0077'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF GREEN BAY AND IN
 PM0077'THE SOUTHEAST CORNER OF THE INTERSECTION OF U.S. HIGHWAY 141 AND
 PM0077'STATE HIGHWAY 29 AT THE WEST SIDE OF BELLEVUE.  IT IS 120 FEET
 PM0077'SOUTHEAST OF THE INTERSECTION OF HIGHWAYS 141 AND 29, 89 FEET SOUTH
 PM0077'OF THE CENTER OF HIGHWAY 29, 69 FEET NORTHEAST OF THE CENTER OF
 PM0077'HIGHWAY 141 AND 3 FEET NORTH OF A WHITE WITNESS POST.  THE MARK IS
 PM0077'FLUSH AND THE DISK IS STAMPED BELLEVUE 1953.
 PM0077'
 PM0077'REFERENCE MARK NO. 1 IS 47 FEET SOUTH OF THE CENTER OF HIGHWAY 29 AND
 PM0077'IN THE FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 PM0077'BELLEVUE NO 1 1953.
 PM0077'
 PM0077'REFERENCE MARK NO. 2 IS 83 FEET NORTHEAST OF THE CENTER OF HIGHWAY
 PM0077'141 AND 1 FOOT SOUTHWEST OF A FENCE LINE.  THE MARK IS FLUSH AND THE
 PM0077'DISK IS STAMPED BELLEVUE NO 2 1953.
 PM0077'
 PM0077'AZIMUTH MARK IS 92 FEET NORTHEAST OF THE CENTER OF HIGHWAY 141, 4
 PM0077'FEET SOUTHWEST OF A WHITE WITNESS POST AND 1 FOOT SOUTHWEST OF A
 PM0077'FENCE LINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 PM0077'STAMPED BELLEVUE 1953.
 PM0077'
 PM0077'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHWEST ON U.S.
 PM0077'HIGHWAY 141 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 PM0077'DESCRIBED.
 PM0077'
 PM0077'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 PM0077
 PM0077                          STATION RECOVERY (1972)
 PM0077
 PM0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RRG)
 PM0077'THE STATION, RM 1 AND 2 AND THE AZIMUTH MARK WERE ALL RECOVERED AND
 PM0077'IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE FOR RECOVERY.
 PM0077'
 PM0077'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.3 MILE NORTHWEST
 PM0077'OF BELLEVUE.
 PM0077
 PM0077                          STATION RECOVERY (1972)
 PM0077
 PM0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 PM0077'AT BELLEVUE.
 PM0077'AT BELLEVUE, AT THE JUNCTION OF U.S. HIGHWAY 141 AND STATE HIGHWAY
 PM0077'29, 69 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE U.S. HIGHWAY,
 PM0077'90 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE STATE HIGHWAY, 1
 PM0077'FOOT NORTH OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE
 PM0077'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 PM0077'ABOVE THE LEVEL OF THE GROUND.  SECTION 26, T 23N, R 21E
 PM0077
 PM0077                          STATION RECOVERY (2004)
 PM0077
 PM0077'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0077'THE STATION'S MONUMENT HAS BEEN REPLACED WITH A RESET.  REFERENCE
 PM0077'MARKS 1 AND 2 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 PM0077
 PM0077                          STATION RECOVERY (2006)
 PM0077
 PM0077'RECOVERY NOTE BY GEOCACHING 2006 (KCD)
 PM0077'THE LOCATION FOR THIS STATION NOW HOLDS A RESET STATION STAMPED --
 PM0077'BELLEVUE 1953/1985. THIS RESET STATION HAS ITS OWN PID - DF6339.
 PM0077' 
 PM0077'THE 1953 STATION WAS SEARCHED FOR BUT NOT FOUND.
 PM0077' 
 PM0077'REFERENCE MARK NO1 STAMPED -- BELLEVUE NO1 1953 -- RECOVERED AS
 PM0077'DESCRIBED.
 PM0077' 
 PM0077'REFERENCE MARK NO2 STAMPED -- BELLEVUE NO2 1953 -- RECOVERED AS
 PM0077'DESCRIBED.
 PM0077' 
 PM0077'AZIMUTH MARK STAMPED -- BELLEVUE 1953 -- WAS RECOVERED AS DESCRIBED.
 PM0077' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0075 ***********************************************************************
 PM0075  DESIGNATION -  BELLEVUE AZ MK
 PM0075  PID         -  PM0075
 PM0075  STATE/COUNTY-  WI/BROWN
 PM0075  USGS QUAD   -  BELLEVUE (1992)
 PM0075
 PM0075                         *CURRENT SURVEY CONTROL
 PM0075  ___________________________________________________________________
 PM0075* NAD 83(1986)-  44 26 42.     (N)    087 55 32.     (W)     SCALED    
 PM0075* NAVD 88     -       228.399  (meters)     749.34   (feet)  ADJUSTED  
 PM0075  ___________________________________________________________________
 PM0075  GEOID HEIGHT-         -36.12  (meters)                     GEOID03
 PM0075  DYNAMIC HT  -         228.369 (meters)     749.24  (feet)  COMP
 PM0075  MODELED GRAV-     980,479.9   (mgal)                       NAVD 88
 PM0075
 PM0075  VERT ORDER  -  FIRST     CLASS 0
 PM0075
 PM0075.The horizontal coordinates were scaled from a topographic map and have
 PM0075.an estimated accuracy of +/- 6 seconds.
 PM0075
 PM0075.The orthometric height was determined by differential leveling
 PM0075.and adjusted by the National Geodetic Survey in June 1991..
 PM0075
 PM0075.The geoid height was determined by GEOID03.
 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     -    70,080.      765,110.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0075.See file dsdata.txt to determine how the superseded data were derived.
 PM0075
 PM0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ263217(NAD 83)
 PM0075_MARKER: DZ = AZIMUTH MARK DISK
 PM0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PM0075_STAMPING: BELLEVUE 1953
 PM0075_MARK LOGO: CGS   
 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 - August 08, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF6339 ***********************************************************************
 DF6339  DESIGNATION -  BELLEVUE RESET
 DF6339  PID         -  DF6339
 DF6339  STATE/COUNTY-  WI/BROWN
 DF6339  USGS QUAD   -  BELLEVUE (1992)
 DF6339
 DF6339                         *CURRENT SURVEY CONTROL
 DF6339  ___________________________________________________________________
 DF6339* NAD 83(1991)-  44 26 33.54488(N)    087 55 19.02350(W)     ADJUSTED  
 DF6339* NAVD 88     -       229.     (meters)     751.     (feet)  SCALED    
 DF6339  ___________________________________________________________________
 DF6339  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 DF6339  GEOID HEIGHT-         -36.12  (meters)                     GEOID03
 DF6339
 DF6339  HORZ ORDER  -  SECOND
 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 scaled from a topographic map.
 DF6339
 DF6339.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6339
 DF6339.The geoid height was determined by GEOID03.
 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     -   0.99996975  x   0.99996916  =   0.99993891
 DF6339!UTM  16      -   0.99996975  x   0.99966619  =   0.99963595
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6339.See file dsdata.txt to determine how the superseded data were derived.
 DF6339
 DF6339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2663521452(NAD 83)
 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_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 - August 08, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0076 ***********************************************************************
 PM0076  DESIGNATION -  BELLEVUE RM 1
 PM0076  PID         -  PM0076
 PM0076  STATE/COUNTY-  WI/BROWN
 PM0076  USGS QUAD   -  BELLEVUE (1992)
 PM0076
 PM0076                         *CURRENT SURVEY CONTROL
 PM0076  ___________________________________________________________________
 PM0076* NAD 83(1986)-  44 26 32.     (N)    087 55 18.     (W)     SCALED    
 PM0076* NAVD 88     -       230.148  (meters)     755.08   (feet)  ADJUSTED  
 PM0076  ___________________________________________________________________
 PM0076  GEOID HEIGHT-         -36.12  (meters)                     GEOID03
 PM0076  DYNAMIC HT  -         230.118 (meters)     754.98  (feet)  COMP
 PM0076  MODELED GRAV-     980,479.4   (mgal)                       NAVD 88
 PM0076
 PM0076  VERT ORDER  -  FIRST     CLASS 0
 PM0076
 PM0076.The horizontal coordinates were scaled from a topographic map and have
 PM0076.an estimated accuracy of +/- 6 seconds.
 PM0076
 PM0076.The orthometric height was determined by differential leveling
 PM0076.and adjusted by the National Geodetic Survey in June 1991..
 PM0076
 PM0076.The geoid height was determined by GEOID03.
 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     -    69,780.      765,430.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0076.See file dsdata.txt to determine how the superseded data were derived.
 PM0076
 PM0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ266214(NAD 83)
 PM0076_MARKER: DR = REFERENCE MARK DISK
 PM0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0076_SP_SET: 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 - August 08, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0078 ***********************************************************************
 PM0078  DESIGNATION -  BELLEVUE RM 2
 PM0078  PID         -  PM0078
 PM0078  STATE/COUNTY-  WI/BROWN
 PM0078  USGS QUAD   -  BELLEVUE (1992)
 PM0078
 PM0078                         *CURRENT SURVEY CONTROL
 PM0078  ___________________________________________________________________
 PM0078* NAD 83(1986)-  44 26 32.     (N)    087 55 18.     (W)     SCALED    
 PM0078* NAVD 88     -       230.448  (meters)     756.06   (feet)  ADJUSTED  
 PM0078  ___________________________________________________________________
 PM0078  GEOID HEIGHT-         -36.12  (meters)                     GEOID03
 PM0078  DYNAMIC HT  -         230.417 (meters)     755.96  (feet)  COMP
 PM0078  MODELED GRAV-     980,479.4   (mgal)                       NAVD 88
 PM0078
 PM0078  VERT ORDER  -  FIRST     CLASS 0
 PM0078
 PM0078.The horizontal coordinates were scaled from a topographic map and have
 PM0078.an estimated accuracy of +/- 6 seconds.
 PM0078
 PM0078.The orthometric height was determined by differential leveling
 PM0078.and adjusted by the National Geodetic Survey in June 1991..
 PM0078
 PM0078.The geoid height was determined by GEOID03.
 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     -    69,780.      765,430.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0078.See file dsdata.txt to determine how the superseded data were derived.
 PM0078
 PM0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ266214(NAD 83)
 PM0078_MARKER: DR = REFERENCE MARK DISK
 PM0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PM0078_STAMPING: BELLEVUE NO 2 1953
 PM0078_MARK LOGO: CGS   
 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 - August 08, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5248 ***********************************************************************
 DH5248  DESIGNATION -  BELMONT E GPS
 DH5248  PID         -  DH5248
 DH5248  STATE/COUNTY-  WI/LAFAYETTE
 DH5248  USGS QUAD   -  MIFFLIN (1952)
 DH5248
 DH5248                         *CURRENT SURVEY CONTROL
 DH5248  ___________________________________________________________________
 DH5248* NAD 83(1997)-  42 47 05.42408(N)    090 17 48.07635(W)     ADJUSTED  
 DH5248* NAVD 88     -                                                        
 DH5248  ___________________________________________________________________
 DH5248  X           -     -24,277.478 (meters)                     COMP
 DH5248  Y           -  -4,688,376.858 (meters)                     COMP
 DH5248  Z           -   4,310,191.916 (meters)                     COMP
 DH5248  LAPLACE CORR-          -3.95  (seconds)                    DEFLEC99
 DH5248  ELLIP HEIGHT-         296.99  (meters)          (08/01/05) GPS OBS
 DH5248  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 DH5248
 DH5248  HORZ ORDER  -  FIRST
 DH5248  ELLP ORDER  -  SECOND    CLASS I
 DH5248
 DH5248.The horizontal coordinates were established by GPS observations
 DH5248.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5248
 DH5248
 DH5248.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5248
 DH5248.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5248
 DH5248.The ellipsoidal height was determined by GPS observations
 DH5248.and is referenced to NAD 83.
 DH5248
 DH5248.The geoid height was determined by GEOID03.
 DH5248
 DH5248;                    North         East     Units Scale Factor Converg.
 DH5248;SPC WI S     -    87,232.111   575,723.836   MT  0.99999001   -0 12 13.9
 DH5248;SPC WI S     -   286,194.02  1,888,853.95   sFT  0.99999001   -0 12 13.9
 DH5248;UTM  15      - 4,740,466.643   721,116.252   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                          SUPERSEDED SURVEY CONTROL
 DH5248
 DH5248.No superseded survey control is available for this station.
 DH5248
 DH5248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH2111640467(NAD 83)
 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 - 2003
 DH5248
 DH5248  HISTORY     - Date     Condition        Report By
 DH5248  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5526 ***********************************************************************
 DH5526  DESIGNATION -  BELMONT E GPS
 DH5526  PID         -  DH5526
 DH5526  STATE/COUNTY-  WI/PORTAGE
 DH5526  USGS QUAD   -  KING (1982)
 DH5526
 DH5526                         *CURRENT SURVEY CONTROL
 DH5526  ___________________________________________________________________
 DH5526* NAD 83(1997)-  44 18 03.72925(N)    089 14 31.41491(W)     ADJUSTED  
 DH5526* NAVD 88     -                                                        
 DH5526  ___________________________________________________________________
 DH5526  X           -      60,483.979 (meters)                     COMP
 DH5526  Y           -  -4,571,962.406 (meters)                     COMP
 DH5526  Z           -   4,432,272.967 (meters)                     COMP
 DH5526  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 DH5526  ELLIP HEIGHT-         258.92  (meters)          (08/01/05) GPS OBS
 DH5526  GEOID HEIGHT-         -36.23  (meters)                     GEOID03
 DH5526
 DH5526  HORZ ORDER  -  FIRST
 DH5526  ELLP ORDER  -  SECOND    CLASS I
 DH5526
 DH5526.The horizontal coordinates were established by GPS observations
 DH5526.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5526
 DH5526
 DH5526.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5526
 DH5526.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5526
 DH5526.The ellipsoidal height was determined by GPS observations
 DH5526.and is referenced to NAD 83.
 DH5526
 DH5526.The geoid height was determined by GEOID03.
 DH5526
 DH5526;                    North         East     Units Scale Factor Converg.
 DH5526;SPC WI C     -    52,252.557   660,481.854   MT  0.99999074   +0 32 05.2
 DH5526;SPC WI C     -   171,431.93  2,166,930.88   sFT  0.99999074   +0 32 05.2
 DH5526;UTM  16      - 4,907,753.709   321,155.037   MT  0.99999338   -1 33 58.8
 DH5526
 DH5526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5526!SPC WI C     -   0.99995940  x   0.99999074  =   0.99995014
 DH5526!UTM  16      -   0.99995940  x   0.99999338  =   0.99995278
 DH5526
 DH5526                          SUPERSEDED SURVEY CONTROL
 DH5526
 DH5526.No superseded survey control is available for this station.
 DH5526
 DH5526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ2115507754(NAD 83)
 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 - 2003
 DH5526
 DH5526  HISTORY     - Date     Condition        Report By
 DH5526  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5247 ***********************************************************************
 DH5247  DESIGNATION -  BELMONT S GPS
 DH5247  PID         -  DH5247
 DH5247  STATE/COUNTY-  WI/LAFAYETTE
 DH5247  USGS QUAD   -  BELMONT (1952)
 DH5247
 DH5247                         *CURRENT SURVEY CONTROL
 DH5247  ___________________________________________________________________
 DH5247* NAD 83(1997)-  42 44 01.85359(N)    090 19 20.28929(W)     ADJUSTED  
 DH5247* NAVD 88     -                                                        
 DH5247  ___________________________________________________________________
 DH5247  X           -     -26,395.047 (meters)                     COMP
 DH5247  Y           -  -4,692,202.170 (meters)                     COMP
 DH5247  Z           -   4,306,024.143 (meters)                     COMP
 DH5247  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 DH5247  ELLIP HEIGHT-         284.35  (meters)          (08/01/05) GPS OBS
 DH5247  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 DH5247
 DH5247  HORZ ORDER  -  FIRST
 DH5247  ELLP ORDER  -  SECOND    CLASS I
 DH5247
 DH5247.The horizontal coordinates were established by GPS observations
 DH5247.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5247
 DH5247
 DH5247.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5247
 DH5247.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5247
 DH5247.The ellipsoidal height was determined by GPS observations
 DH5247.and is referenced to NAD 83.
 DH5247
 DH5247.The geoid height was determined by GEOID03.
 DH5247
 DH5247;                    North         East     Units Scale Factor Converg.
 DH5247;SPC WI S     -    81,575.381   573,606.057   MT  0.99999990   -0 13 17.2
 DH5247;SPC WI S     -   267,635.23  1,881,905.87   sFT  0.99999990   -0 13 17.2
 DH5247;UTM  15      - 4,734,736.956   719,200.795   MT  1.00019117   +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   1.00019117  =   1.00014657
 DH5247
 DH5247                          SUPERSEDED SURVEY CONTROL
 DH5247
 DH5247.No superseded survey control is available for this station.
 DH5247
 DH5247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1920134737(NAD 83)
 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 - 2003
 DH5247
 DH5247  HISTORY     - Date     Condition        Report By
 DH5247  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5461 ***********************************************************************
 DH5461  DESIGNATION -  BELMONT S GPS
 DH5461  PID         -  DH5461
 DH5461  STATE/COUNTY-  WI/PORTAGE
 DH5461  USGS QUAD   -  BLAINE (1969)
 DH5461
 DH5461                         *CURRENT SURVEY CONTROL
 DH5461  ___________________________________________________________________
 DH5461* NAD 83(1997)-  44 15 00.81925(N)    089 18 55.66107(W)     ADJUSTED  
 DH5461* NAVD 88     -                                                        
 DH5461  ___________________________________________________________________
 DH5461  X           -      54,674.362 (meters)                     COMP
 DH5461  Y           -  -4,576,018.342 (meters)                     COMP
 DH5461  Z           -   4,428,270.481 (meters)                     COMP
 DH5461  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 DH5461  ELLIP HEIGHT-         316.16  (meters)          (08/01/05) GPS OBS
 DH5461  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 DH5461
 DH5461  HORZ ORDER  -  FIRST
 DH5461  ELLP ORDER  -  SECOND    CLASS I
 DH5461
 DH5461.The horizontal coordinates were established by GPS observations
 DH5461.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5461
 DH5461
 DH5461.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5461
 DH5461.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5461
 DH5461.The ellipsoidal height was determined by GPS observations
 DH5461.and is referenced to NAD 83.
 DH5461
 DH5461.The geoid height was determined by GEOID03.
 DH5461
 DH5461;                    North         East     Units Scale Factor Converg.
 DH5461;SPC WI C     -    46,555.060   654,672.307   MT  0.99999996   +0 28 58.8
 DH5461;SPC WI C     -   152,739.39  2,147,870.73   sFT  0.99999996   +0 28 58.8
 DH5461;UTM  16      - 4,902,272.874   315,140.532   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                          SUPERSEDED SURVEY CONTROL
 DH5461
 DH5461.No superseded survey control is available for this station.
 DH5461
 DH5461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ1514102273(NAD 83)
 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 - 2003
 DH5461
 DH5461  HISTORY     - Date     Condition        Report By
 DH5461  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5016 ***********************************************************************
 DH5016  DESIGNATION -  BELMONT W GPS
 DH5016  PID         -  DH5016
 DH5016  STATE/COUNTY-  WI/LAFAYETTE
 DH5016  USGS QUAD   -  PLATTEVILLE (1952)
 DH5016
 DH5016                         *CURRENT SURVEY CONTROL
 DH5016  ___________________________________________________________________
 DH5016* NAD 83(1997)-  42 44 39.89610(N)    090 24 25.72520(W)     ADJUSTED  
 DH5016* NAVD 88     -                                                        
 DH5016  ___________________________________________________________________
 DH5016  X           -     -33,337.629 (meters)                     COMP
 DH5016  Y           -  -4,691,373.160 (meters)                     COMP
 DH5016  Z           -   4,306,897.373 (meters)                     COMP
 DH5016  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 DH5016  ELLIP HEIGHT-         300.58  (meters)          (08/01/05) GPS OBS
 DH5016  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 DH5016
 DH5016  HORZ ORDER  -  FIRST
 DH5016  ELLP ORDER  -  SECOND    CLASS I
 DH5016
 DH5016.The horizontal coordinates were established by GPS observations
 DH5016.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5016
 DH5016
 DH5016.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5016
 DH5016.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5016
 DH5016.The ellipsoidal height was determined by GPS observations
 DH5016.and is referenced to NAD 83.
 DH5016
 DH5016.The geoid height was determined by GEOID03.
 DH5016
 DH5016;                    North         East     Units Scale Factor Converg.
 DH5016;SPC WI S     -    82,779.659   566,663.865   MT  0.99999778   -0 16 47.1
 DH5016;SPC WI S     -   271,586.26  1,859,129.70   sFT  0.99999778   -0 16 47.1
 DH5016;UTM  15      - 4,735,693.544   712,218.926   MT  1.00015411   +1 45 37.8
 DH5016
 DH5016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5016!SPC WI S     -   0.99995286  x   0.99999778  =   0.99995064
 DH5016!UTM  15      -   0.99995286  x   1.00015411  =   1.00010697
 DH5016
 DH5016                          SUPERSEDED SURVEY CONTROL
 DH5016
 DH5016.No superseded survey control is available for this station.
 DH5016
 DH5016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1221935694(NAD 83)
 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 - December 27, 2005
 DH5016
 DH5016  HISTORY     - Date     Condition        Report By
 DH5016  HISTORY     - 2003     MONUMENTED       WIDT
 DH5016  HISTORY     - 20051227 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1394 ***********************************************************************
 NH1394  DESIGNATION -  BELOIT
 NH1394  PID         -  NH1394
 NH1394  STATE/COUNTY-  WI/ROCK
 NH1394  USGS QUAD   -  SOUTH BELOIT (1993)
 NH1394
 NH1394                         *CURRENT SURVEY CONTROL
 NH1394  ___________________________________________________________________
 NH1394* NAD 83(1991)-  42 29 50.38001(N)    089 02 08.30100(W)     ADJUSTED  
 NH1394* NAVD 88     -       226.60   (+/-2cm)     743.4    (feet)  VERTCON   
 NH1394  ___________________________________________________________________
 NH1394  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 NH1394  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 NH1394
 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.The vertical order pertains to the NGVD 29 superseded value.
 NH1394
 NH1394.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1394
 NH1394.The geoid height was determined by GEOID03.
 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;SPC IL W     -   647,941.500   792,968.371   MT  1.00004748   +0 45 50.9
 NH1394;SPC IL W     - 2,125,788.07  2,601,597.06   sFT  1.00004748   +0 45 50.9
 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     -   0.99996974  x   1.00005594  =   1.00002568
 NH1394!SPC IL W     -   0.99996974  x   1.00004748  =   1.00001722
 NH1394!UTM  16      -   0.99996974  x   0.99994425  =   0.99991399
 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  NGVD 29 (07/19/86)  226.66   (m)          743.6    (f) LEVELING    3  
 NH1394
 NH1394.Superseded values are not recommended for survey control.
 NH1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1394.See file dsdata.txt to determine how the superseded data were derived.
 NH1394
 NH1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3272907004(NAD 83)
 NH1394_MARKER: DS = TRIANGULATION STATION DISK
 NH1394_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  7, 2006
 NH1356 ***********************************************************************
 NH1356  DESIGNATION -  BELOIT COLLEGE ADM BLDG CUPOLA
 NH1356  PID         -  NH1356
 NH1356  STATE/COUNTY-  WI/ROCK
 NH1356  USGS QUAD   -  BELOIT (1976)
 NH1356
 NH1356                         *CURRENT SURVEY CONTROL
 NH1356  ___________________________________________________________________
 NH1356* NAD 83(1991)-  42 30 10.87368(N)    089 01 51.21105(W)     ADJUSTED  
 NH1356* NAVD 88     -                                                        
 NH1356  ___________________________________________________________________
 NH1356  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 NH1356  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 NH1356
 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
 NH1356.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1356
 NH1356.The geoid height was determined by GEOID03.
 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;SPC IL W     -   648,579.050   793,350.118   MT  1.00004835   +0 46 02.7
 NH1356;SPC IL W     - 2,127,879.77  2,602,849.51   sFT  1.00004835   +0 46 02.7
 NH1356;UTM  16      - 4,707,626.972   333,134.390   MT  0.99994259   -1 22 20.8
 NH1356
 NH1356                          SUPERSEDED SURVEY CONTROL
 NH1356
 NH1356  NAD 83(1986)-  42 30 10.87155(N)    089 01 51.21619(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1356.See file dsdata.txt to determine how the superseded data were derived.
 NH1356
 NH1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3313407627(NAD 83)
 NH1356_MARKER: 86 = CUPOLA
 NH1356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1356+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2002
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1349 ***********************************************************************
 NH1349  DESIGNATION -  BELOIT FAIRBANKS MORSE CO S TK
 NH1349  PID         -  NH1349
 NH1349  STATE/COUNTY-  WI/ROCK
 NH1349  USGS QUAD   -  BELOIT (1976)
 NH1349
 NH1349                         *CURRENT SURVEY CONTROL
 NH1349  ___________________________________________________________________
 NH1349* NAD 83(1991)-  42 30 39.96757(N)    089 01 41.54296(W)     ADJUSTED  
 NH1349* NAVD 88     -                                                        
 NH1349  ___________________________________________________________________
 NH1349  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 NH1349  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 NH1349
 NH1349  HORZ ORDER  -  THIRD
 NH1349
 NH1349.The horizontal coordinates were established by classical geodetic methods
 NH1349.and adjusted by the National Geodetic Survey in November 1991..
 NH1349
 NH1349
 NH1349.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1349
 NH1349.The geoid height was determined by GEOID03.
 NH1349
 NH1349;                    North         East     Units Scale Factor Converg.
 NH1349;SPC WI S     -    57,245.319   679,868.705   MT  1.00005221   +0 40 03.8
 NH1349;SPC WI S     -   187,812.35  2,230,535.91   sFT  1.00005221   +0 40 03.8
 NH1349;SPC IL W     -   649,479.707   793,558.796   MT  1.00004883   +0 46 09.7
 NH1349;SPC IL W     - 2,130,834.67  2,603,534.15   sFT  1.00004883   +0 46 09.7
 NH1349;UTM  16      - 4,708,519.113   333,376.529   MT  0.99994159   -1 22 15.0
 NH1349
 NH1349                          SUPERSEDED SURVEY CONTROL
 NH1349
 NH1349  NAD 83(1986)-  42 30 39.96517(N)    089 01 41.54812(W) AD(       ) 4
 NH1349  NAD 27      -  42 30 39.91500(N)    089 01 41.15100(W) AD(       ) 3
 NH1349
 NH1349.Superseded values are not recommended for survey control.
 NH1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1349.See file dsdata.txt to determine how the superseded data were derived.
 NH1349
 NH1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3337708519(NAD 83)
 NH1349_MARKER: 53 = ELEVATED TANK
 NH1349
 NH1349  HISTORY     - Date     Condition        Report By
 NH1349  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1349  HISTORY     - 1954     GOOD             CGS
 NH1349  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 NH1349
 NH1349                          STATION DESCRIPTION
 NH1349
 NH1349'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1349'THIS STATION IS THE TALL SLIM BLACK TANK AT THE SOUTHWEST
 NH1349'CORNER OF THE FAIRBANKS, MORSE AND COMPANY LOT IN THE CITY
 NH1349'OF BELOIT, WISCONSIN.  IT IS LOCATED ABOUT 60 FEET EAST-SOUTHEAST
 NH1349'OF THE OFFICE, ABOUT 30 FEET EAST OF THE EAST END OF THE
 NH1349'MAIN DRIVE AND ABOUT 85 FEET EAST OF THE MAIN ENTRANCE AT
 NH1349'LEWTON AVENUE.  IT IS ABOUT 420 FEET NORTH OF PRAIRIE AVENUE.
 NH1349'THE TANK WAS ERECTED IN 1919.  IT IS VERY PROMINENT.
 NH1349'
 NH1349'THE TANK HAS FOUR TRUSSWORK LEGS ABOUT 90 FEET HIGH.  THE
 NH1349'OVAL SECTION EXTENDS DOWNWARD ABOUT 10 FEET.  THE VERTICAL
 NH1349'SECTION IS ABOUT 20 FEET HIGH, HAS A CATWALK AND RAIL AROUND
 NH1349'ITS BASE, AND THE WORDS FAIRBANKS, MORSE AND CO., IN WHITE
 NH1349'LETTERS ON THE NORTHEAST AND SOUTHWEST SIDES.  THE STEEP
 NH1349'CONICAL ROOF HAS A BALL AND TALL FINIAL AT ITS APEX.  THE
 NH1349'TOTAL HEIGHT IS ABOUT 120 FEET.
 NH1349
 NH1349                          STATION RECOVERY (1954)
 NH1349
 NH1349'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1349'STATION WAS RECOVERED BY ANGLE AND VISITED.  IT IS IN GOOD
 NH1349'CONDITION.  THE MEASUREMENTS TO VARIOUS STREETS IN THE ORIGINAL
 NH1349'DESCRIPTION SHOULD BE DELETED AND THE FOLLOWING USED, IT
 NH1349'IS ABOUT 100 FEET NORTH OF THE INTERSECTION OF CHURCH STREET
 NH1349'AND LAWTON AVENUE.  THE TANK HAS BEEN REPAINTED BLACK
 NH1349'AND HAS THE LEGEND FAIRBANKS MORSE AND CO. ON ALL SIDES,
 NH1349'A METAL STAFF ABOUT 15 FEET HIGH WITH A METAL BALL ATOP HAS
 NH1349'BEEN PLACED ATOP THE CENTER OF THE TANK.  ANOTHER TANK SIMILAR
 NH1349'TO THIS TANK HAS BEEN BUILT ABOUT 1/2 MILE TO THE NORTH.
 NH1349
 NH1349                          STATION RECOVERY (1990)
 NH1349
 NH1349'RECOVERY NOTE BY US POWER SQUADRON 1990 (JBL)
 NH1349'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1359 ***********************************************************************
 NH1359  DESIGNATION -  BELOIT FAIRBANKS MORSE CO N TK
 NH1359  PID         -  NH1359
 NH1359  STATE/COUNTY-  WI/ROCK
 NH1359  USGS QUAD   -  BELOIT (1976)
 NH1359
 NH1359                         *CURRENT SURVEY CONTROL
 NH1359  ___________________________________________________________________
 NH1359* NAD 83(1991)-  42 30 45.76484(N)    089 01 51.86217(W)     ADJUSTED  
 NH1359* NAVD 88     -                                                        
 NH1359  ___________________________________________________________________
 NH1359  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 NH1359  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 NH1359
 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
 NH1359.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1359
 NH1359.The geoid height was determined by GEOID03.
 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;SPC IL W     -   649,655.423   793,320.832   MT  1.00004829   +0 46 02.8
 NH1359;SPC IL W     - 2,131,411.17  2,602,753.43   sFT  1.00004829   +0 46 02.8
 NH1359;UTM  16      - 4,708,703.574   333,145.318   MT  0.99994254   -1 22 22.2
 NH1359
 NH1359                          SUPERSEDED SURVEY CONTROL
 NH1359
 NH1359  NAD 83(1986)-  42 30 45.76237(N)    089 01 51.86724(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1359.See file dsdata.txt to determine how the superseded data were derived.
 NH1359
 NH1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3314508704(NAD 83)
 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 = OCTOBER  7, 2006
 NH1353 ***********************************************************************
 NH1353  DESIGNATION -  BELOIT FIRST CONG CH SPIRE
 NH1353  PID         -  NH1353
 NH1353  STATE/COUNTY-  WI/ROCK
 NH1353  USGS QUAD   -  BELOIT (1976)
 NH1353
 NH1353                         *CURRENT SURVEY CONTROL
 NH1353  ___________________________________________________________________
 NH1353* NAD 83(1991)-  42 30 05.63999(N)    089 01 40.15515(W)     ADJUSTED  
 NH1353* NAVD 88     -                                                        
 NH1353  ___________________________________________________________________
 NH1353  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 NH1353  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 NH1353
 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
 NH1353.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1353
 NH1353.The geoid height was determined by GEOID03.
 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;SPC IL W     -   648,420.950   793,604.704   MT  1.00004894   +0 46 10.1
 NH1353;SPC IL W     - 2,127,361.07  2,603,684.77   sFT  1.00004894   +0 46 10.1
 NH1353;UTM  16      - 4,707,459.493   333,382.869   MT  0.99994157   -1 22 13.2
 NH1353
 NH1353                          SUPERSEDED SURVEY CONTROL
 NH1353
 NH1353  NAD 83(1986)-  42 30 05.63886(N)    089 01 40.16024(W) AD(       ) 4
 NH1353  NAD 27      -  42 30 05.59300(N)    089 01 39.77100(W) AD(       ) 3
 NH1353
 NH1353.Superseded values are not recommended for survey control.
 NH1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1353.See file dsdata.txt to determine how the superseded data were derived.
 NH1353
 NH1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3338307459(NAD 83)
 NH1353_MARKER: 86 = CUPOLA
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4825 ***********************************************************************
 DG4825  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4825  DESIGNATION -  BELOIT GPS
 DG4825  PID         -  DG4825
 DG4825  STATE/COUNTY-  WI/ROCK
 DG4825  USGS QUAD   -  SHOPIERE (1976)
 DG4825
 DG4825                         *CURRENT SURVEY CONTROL
 DG4825  ___________________________________________________________________
 DG4825* NAD 83(1997)-  42 30 29.03941(N)    088 59 02.10193(W)     ADJUSTED  
 DG4825* NAVD 88     -       251.36   (meters)     824.7    (feet)  GPS OBS   
 DG4825  ___________________________________________________________________
 DG4825  X           -      83,508.734 (meters)                     COMP
 DG4825  Y           -  -4,708,471.025 (meters)                     COMP
 DG4825  Z           -   4,287,522.411 (meters)                     COMP
 DG4825  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 DG4825  ELLIP HEIGHT-         217.68  (meters)          (04/02/04) GPS OBS
 DG4825  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 DG4825
 DG4825  HORZ ORDER  -  FIRST
 DG4825  ELLP ORDER  -  FOURTH    CLASS I
 DG4825
 DG4825.The horizontal coordinates were established by GPS observations
 DG4825.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4825
 DG4825.The orthometric height was determined by GPS observations and a
 DG4825.high-resolution geoid model using precise GPS observation and
 DG4825.processing techniques.
 DG4825
 DG4825.Photographs are available for this station.
 DG4825
 DG4825.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4825
 DG4825.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4825
 DG4825.The ellipsoidal height was determined by GPS observations
 DG4825.and is referenced to NAD 83.
 DG4825
 DG4825.The geoid height was determined by GEOID03.
 DG4825
 DG4825;                    North         East     Units Scale Factor Converg.
 DG4825;SPC WI S     -    56,951.509   683,512.627   MT  1.00005303   +0 41 53.4
 DG4825;SPC WI S     -   186,848.41  2,242,491.01   sFT  1.00005303   +0 41 53.4
 DG4825;UTM  16      - 4,708,095.904   337,007.263   MT  0.99992687   -1 20 26.9
 DG4825
 DG4825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4825!SPC WI S     -   0.99996586  x   1.00005303  =   1.00001889
 DG4825!UTM  16      -   0.99996586  x   0.99992687  =   0.99989273
 DG4825
 DG4825                          SUPERSEDED SURVEY CONTROL
 DG4825
 DG4825.No superseded survey control is available for this station.
 DG4825
 DG4825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3700708096(NAD 83)
 DG4825_MARKER: DD = SURVEY DISK
 DG4825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4825_STAMPING: BELOIT GPS 1992
 DG4825_MARK LOGO: WI-105
 DG4825_PROJECTION: FLUSH
 DG4825_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4825_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4825+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4825
 DG4825  HISTORY     - Date     Condition        Report By
 DG4825  HISTORY     - 1992     MONUMENTED       WI-105
 DG4825  HISTORY     - 2001     GOOD             WIDT
 DG4825
 DG4825                          STATION DESCRIPTION
 DG4825
 DG4825'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4825'THE STATION IS LOCATED ABOUT 20 KM SOUTH-SOUTHEAST OF JANESVILLE AND 4
 DG4825'KM EAST OF BELOIT. OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.
 DG4825'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 43 WITH
 DG4825'INTERSTATE 39 AND INTERSTATE HIGHWAY 90 WITH INTERSTATE HIGHWAY 43 AND
 DG4825'STATE HIGHWAY 81 ABOUT 3 KM NORTHEAST OF THE CITY OF BELOIT, GO SOUTH
 DG4825'ON INTERSTATE 39 AND INTERSTATE HIGHWAY 90 FOR 2.4 KM TO THE STATION
 DG4825'ON THE LEFT.  THE STATION IS A BRONZE ROCK COUNTY GEODETIC CONTROL
 DG4825'MARKER DISK SET IN THE TOP OF A 45-CM DIAMETER CONCRETE POST SET TO A
 DG4825'DEPTH OF 1.8 M AND ABOUT 2 M ABOVE THE HIGHWAY PAVEMENT.  THE STATION
 DG4825'IS 22.7 M SOUTHEAST OF THE CENTERLINE OF SOUTHBOUND LANES OF
 DG4825'INTERSTATE 39 AND INTERSTATE HIGHWAY 90, 60.0 M EAST OF THE EASTERN
 DG4825'METAL POST FOR A --EXIT 175 WEST-- SIGN, AND 21.5 M NORTHWEST OF
 DG4825'NORTHBOUND LANES OF INTERSTATE 39 AND INTERSTATE HIGHWAY 90.
 DG4825'---NOTE---THE STATION IS NORTHEAST, NORTHWEST, AND SOUTHWEST OF THREE
 DG4825'ORANGE 4X4 PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO
 DG4825'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DG4825'HORIZON.
 DG4825' 
 DG4825'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1355 ***********************************************************************
 NH1355  DESIGNATION -  BELOIT IRON WORKS STACK
 NH1355  PID         -  NH1355
 NH1355  STATE/COUNTY-  WI/ROCK
 NH1355  USGS QUAD   -  BELOIT (1976)
 NH1355
 NH1355                         *CURRENT SURVEY CONTROL
 NH1355  ___________________________________________________________________
 NH1355* NAD 83(1991)-  42 30 08.90852(N)    089 02 04.84461(W)     ADJUSTED  
 NH1355* NAVD 88     -                                                        
 NH1355  ___________________________________________________________________
 NH1355  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 NH1355  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 NH1355
 NH1355  HORZ ORDER  -  THIRD
 NH1355
 NH1355.The horizontal coordinates were established by classical geodetic methods
 NH1355.and adjusted by the National Geodetic Survey in November 1991..
 NH1355
 NH1355
 NH1355.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1355
 NH1355.The geoid height was determined by GEOID03.
 NH1355
 NH1355;                    North         East     Units Scale Factor Converg.
 NH1355;SPC WI S     -    56,280.782   679,347.854   MT  1.00005454   +0 39 47.8
 NH1355;SPC WI S     -   184,647.87  2,228,827.08   sFT  1.00005454   +0 39 47.8
 NH1355;SPC IL W     -   648,514.253   793,039.659   MT  1.00004764   +0 45 53.5
 NH1355;SPC IL W     - 2,127,667.18  2,601,830.95   sFT  1.00004764   +0 45 53.5
 NH1355;UTM  16      - 4,707,573.817   332,821.761   MT  0.99994387   -1 22 30.0
 NH1355
 NH1355                          SUPERSEDED SURVEY CONTROL
 NH1355
 NH1355  NAD 83(1986)-  42 30 08.90639(N)    089 02 04.84932(W) AD(       ) 4
 NH1355  NAD 27      -  42 30 08.85500(N)    089 02 04.45700(W) AD(       ) 3
 NH1355
 NH1355.Superseded values are not recommended for survey control.
 NH1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1355.See file dsdata.txt to determine how the superseded data were derived.
 NH1355
 NH1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3282207574(NAD 83)
 NH1355_MARKER: 63 = STACK
 NH1355
 NH1355  HISTORY     - Date     Condition        Report By
 NH1355  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1355  HISTORY     - 1954     GOOD             CGS
 NH1355  HISTORY     - 19950709 GOOD             USPSQD
 NH1355  HISTORY     - 20010331 GOOD             NGS
 NH1355  HISTORY     - 20021215 MARK NOT FOUND   USPSQD
 NH1355
 NH1355                          STATION DESCRIPTION
 NH1355
 NH1355'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1355'THIS STATION IS THE TALL SLIM CONCRETE STACK AT THE BELOIT
 NH1355'IRON WORKS, IN THE CENTRAL PART OF THE CITY OF BELOIT, WISCONSIN.
 NH1355'IT IS LOCATED ON THE WEST BANK OF THE ROCK RIVER, ABOUT 0.3
 NH1355'MILE EAST OF THIRD STREET, ABOUT EAST OF THE EAST END OF
 NH1355'ADAMS STREET.  BECAUSE OF ITS INACCESSABLE LOCATION, NO ACCURATE
 NH1355'MEASUREMENTS COULD BE OBTAINED.  THE STACK WAS ERECTED IN
 NH1355'1910.  IT IS VERY PROMINENT.
 NH1355'
 NH1355'THE STACK SETS ON THE EAST SIDE OF THE POWERHOUSE, AT THE
 NH1355'SOUTH END OF THE FOUNDRY.  IT IS A WHITE CONCRETE STRUCTURE
 NH1355'ABOUT 18 FEET IN DIAMETER AT THE BASE, ABOUT 8 FEET IN DIAMETER
 NH1355'AT THE TOP, AND ABOUT 240 FEET HIGH.  IT HAS A BELL TOP.
 NH1355
 NH1355                          STATION RECOVERY (1954)
 NH1355
 NH1355'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1355'STATION WAS RECOVERED BY ANGLE AND VISITED, IT IS IN FAIR
 NH1355'CONDITION.  THE OLD DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 NH1355'CHANGES.  INFORMATION FROM THE PLANT ENGINEER INDICATES
 NH1355'THE STACK IS 10 FEET IN DIAMETER AT THE BASE AND 165 FEET HIGH.
 NH1355
 NH1355                          STATION RECOVERY (1995)
 NH1355
 NH1355'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1355'RECOVERED IN GOOD CONDITION.
 NH1355
 NH1355                          STATION RECOVERY (2001)
 NH1355
 NH1355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1355'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH1355
 NH1355                          STATION RECOVERY (2002)
 NH1355
 NH1355'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 NH1355'NOT FOUND.  NO STACK WAS FOUND.  THERE IS NEW CONSTRUCTION AT THE SITE
 NH1355'ON THE WEST BANK OF THE ROCK RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1347 ***********************************************************************
 NH1347  DESIGNATION -  BELOIT MUNICIPAL TANK
 NH1347  PID         -  NH1347
 NH1347  STATE/COUNTY-  WI/ROCK
 NH1347  USGS QUAD   -  BELOIT (1976)
 NH1347
 NH1347                         *CURRENT SURVEY CONTROL
 NH1347  ___________________________________________________________________
 NH1347* NAD 83(1991)-  42 30 33.10227(N)    089 01 50.77409(W)     ADJUSTED  
 NH1347* NAVD 88     -                                                        
 NH1347  ___________________________________________________________________
 NH1347  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 NH1347  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 NH1347
 NH1347  HORZ ORDER  -  THIRD
 NH1347
 NH1347.The horizontal coordinates were established by classical geodetic methods
 NH1347.and adjusted by the National Geodetic Survey in November 1991..
 NH1347
 NH1347
 NH1347.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1347
 NH1347.The geoid height was determined by GEOID03.
 NH1347
 NH1347;                    North         East     Units Scale Factor Converg.
 NH1347;SPC WI S     -    57,031.031   679,660.433   MT  1.00005273   +0 39 57.5
 NH1347;SPC WI S     -   187,109.31  2,229,852.60   sFT  1.00005273   +0 39 57.5
 NH1347;SPC IL W     -   649,265.050   793,350.905   MT  1.00004836   +0 46 03.3
 NH1347;SPC IL W     - 2,130,130.42  2,602,852.09   sFT  1.00004836   +0 46 03.3
 NH1347;UTM  16      - 4,708,312.391   333,160.790   MT  0.99994248   -1 22 21.1
 NH1347
 NH1347                          SUPERSEDED SURVEY CONTROL
 NH1347
 NH1347  NAD 83(1986)-  42 30 33.10021(N)    089 01 50.77922(W) AD(       ) 4
 NH1347  NAD 27      -  42 30 33.05200(N)    089 01 50.38300(W) AD(       ) 3
 NH1347
 NH1347.Superseded values are not recommended for survey control.
 NH1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1347.See file dsdata.txt to determine how the superseded data were derived.
 NH1347
 NH1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3316108312(NAD 83)
 NH1347_MARKER: 53 = ELEVATED TANK
 NH1347
 NH1347  HISTORY     - Date     Condition        Report By
 NH1347  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1347  HISTORY     - 1954     GOOD             CGS
 NH1347  HISTORY     - 1990     GOOD             USPSQD
 NH1347  HISTORY     - 19950709 MARK NOT FOUND   USPSQD
 NH1347  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH1347  HISTORY     - 20020721 MARK NOT FOUND   USPSQD
 NH1347
 NH1347                          STATION DESCRIPTION
 NH1347
 NH1347'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1347'THIS STATION IS THE TALL SQUAT SILVER MUNICIPAL TANK IN
 NH1347'THE CITY OF BELOIT, WISCONSIN.  IT IS LOCATED ON A MOUND IN
 NH1347'THE NORTHERN PART OF THE CITY, ABOUT 0.1 MILE NORTH OF ECLIPSE
 NH1347'AVENUE, ABOUT 65 FEET WEST OF THE CENTERLINE OF TOWER STREET,
 NH1347'AND ABOUT 40 FEET NORTH-NORTHEAST OF THE RUINS OF AN OLD STONE
 NH1347'STANDPIPE.  THE TANK WAS ERECTED IN 1926.  IT IS VERY PROMINENT.
 NH1347'
 NH1347'THE TANK HAS SIX TRUSSWORK LEGS ABOUT 120 FEET HIGH.  THE
 NH1347'OVAL SECTION EXTENDS DOWNWARD ABOUT 10 FEET.  THE VERTICAL
 NH1347'SECTION IS ABOUT 25 FEET HIGH AND HAS A CATWALK AND RAIL
 NH1347'AROUND ITS BASE.  THE FLAT CONICAL ROOF HAS A BALL AT ITS
 NH1347'APEX.  THE TOTAL HEIGHT IS ABOUT 150 FEET.
 NH1347
 NH1347                          STATION RECOVERY (1954)
 NH1347
 NH1347'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1347'STATION WAS RECOVERED BY ANGLE AND VISITED.  DISTANCES FROM
 NH1347'VARIOUS STREETS ARE IN ERROR.  THE TANK IS ABOUT 250 FEET
 NH1347'EAST OF THE CENTER OF PLEASANT STREET (U.S. HIGHWAY 51) AND
 NH1347'65 FEET SOUTH OF TOWER STREET.  THE TANK IS PAINTED SILVER
 NH1347'AND IS ABOUT 130 FEET HIGH.
 NH1347
 NH1347                          STATION RECOVERY (1990)
 NH1347
 NH1347'RECOVERY NOTE BY US POWER SQUADRON 1990 (JBL)
 NH1347'RECOVERED IN GOOD CONDITION.
 NH1347
 NH1347                          STATION RECOVERY (1995)
 NH1347
 NH1347'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1347'MARK NOT FOUND.
 NH1347
 NH1347                          STATION RECOVERY (2001)
 NH1347
 NH1347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1347'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH1347
 NH1347                          STATION RECOVERY (2002)
 NH1347
 NH1347'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 NH1347'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9826 ***********************************************************************
 DF9826  DESIGNATION -  BELOIT N GPS
 DF9826  PID         -  DF9826
 DF9826  STATE/COUNTY-  WI/ROCK
 DF9826  USGS QUAD   -  BELOIT (1976)
 DF9826
 DF9826                         *CURRENT SURVEY CONTROL
 DF9826  ___________________________________________________________________
 DF9826* NAD 83(1997)-  42 33 54.39834(N)    089 02 57.69783(W)     ADJUSTED  
 DF9826* NAVD 88     -       228.793  (meters)     750.63   (feet)  ADJUSTED  
 DF9826  ___________________________________________________________________
 DF9826  X           -      78,059.305 (meters)                     COMP
 DF9826  Y           -  -4,704,263.145 (meters)                     COMP
 DF9826  Z           -   4,292,176.423 (meters)                     COMP
 DF9826  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 DF9826  ELLIP HEIGHT-         195.06  (meters)          (04/02/04) GPS OBS
 DF9826  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 DF9826  DYNAMIC HT  -         228.724 (meters)     750.41  (feet)  COMP
 DF9826  MODELED GRAV-     980,315.6   (mgal)                       NAVD 88
 DF9826
 DF9826  HORZ ORDER  -  FIRST
 DF9826  VERT ORDER  -  SECOND    CLASS I
 DF9826  ELLP ORDER  -  FOURTH    CLASS I
 DF9826
 DF9826.The horizontal coordinates were established by GPS observations
 DF9826.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DF9826
 DF9826.The orthometric height was determined by differential leveling
 DF9826.and adjusted by the National Geodetic Survey in February 2004..
 DF9826
 DF9826.Photographs are available 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 DEFLEC99 derived deflections.
 DF9826
 DF9826.The ellipsoidal height was determined by GPS observations
 DF9826.and is referenced to NAD 83.
 DF9826
 DF9826.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF9826;SPC WI S     -    63,224.631   678,061.791   MT  1.00003816   +0 39 11.5
 DF9826;SPC WI S     -   207,429.48  2,224,607.73   sFT  1.00003816   +0 39 11.5
 DF9826;UTM  16      - 4,714,558.327   331,783.678   MT  0.99994815   -1 23 11.6
 DF9826
 DF9826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9826!SPC WI S     -   0.99996941  x   1.00003816  =   1.00000757
 DF9826!UTM  16      -   0.99996941  x   0.99994815  =   0.99991756
 DF9826
 DF9826                          SUPERSEDED SURVEY CONTROL
 DF9826
 DF9826  NAVD 88 (04/02/04)  228.79   (m)          750.6    (f) LEVELING    3  
 DF9826
 DF9826.Superseded values are not recommended for survey control.
 DF9826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9826.See file dsdata.txt to determine how the superseded data were derived.
 DF9826
 DF9826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3178414558(NAD 83)
 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 - 2001
 DF9826
 DF9826  HISTORY     - Date     Condition        Report By
 DF9826  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1362 ***********************************************************************
 NH1362  DESIGNATION -  BELOIT PWR BLKHAWK PLT N STK
 NH1362  PID         -  NH1362
 NH1362  STATE/COUNTY-  WI/ROCK
 NH1362  USGS QUAD   -  BELOIT (1976)
 NH1362
 NH1362                         *CURRENT SURVEY CONTROL
 NH1362  ___________________________________________________________________
 NH1362* NAD 83(1991)-  42 30 23.79778(N)    089 01 55.85448(W)     ADJUSTED  
 NH1362* NAVD 88     -                                                        
 NH1362  ___________________________________________________________________
 NH1362  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 NH1362  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 NH1362
 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
 NH1362.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1362
 NH1362.The geoid height was determined by GEOID03.
 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;SPC IL W     -   648,976.406   793,238.768   MT  1.00004810   +0 45 59.8
 NH1362;SPC IL W     - 2,129,183.43  2,602,484.19   sFT  1.00004810   +0 45 59.8
 NH1362;UTM  16      - 4,708,028.166   333,037.965   MT  0.99994298   -1 22 24.3
 NH1362
 NH1362                          SUPERSEDED SURVEY CONTROL
 NH1362
 NH1362  NAD 83(1986)-  42 30 23.79528(N)    089 01 55.85952(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1362.See file dsdata.txt to determine how the superseded data were derived.
 NH1362
 NH1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3303808028(NAD 83)
 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 = OCTOBER  7, 2006
 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  USGS QUAD   -  BELOIT (1976)
 DG4826
 DG4826                         *CURRENT SURVEY CONTROL
 DG4826  ___________________________________________________________________
 DG4826* NAD 83(1997)-  42 31 08.77791(N)    089 04 14.88241(W)     ADJUSTED  
 DG4826* NAVD 88     -       245.00   (meters)     803.8    (feet)  GPS OBS   
 DG4826  ___________________________________________________________________
 DG4826  X           -      76,355.189 (meters)                     COMP
 DG4826  Y           -  -4,707,759.015 (meters)                     COMP
 DG4826  Z           -   4,288,421.982 (meters)                     COMP
 DG4826  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 DG4826  ELLIP HEIGHT-         211.31  (meters)          (04/02/04) GPS OBS
 DG4826  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 DG4826
 DG4826  HORZ ORDER  -  FIRST
 DG4826  ELLP ORDER  -  FOURTH    CLASS I
 DG4826
 DG4826.The horizontal coordinates were established by GPS observations
 DG4826.and adjusted by the WI DEPT OF TRANSP in April 2004..
 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.Photographs are available 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 DEFLEC99 derived deflections.
 DG4826
 DG4826.The ellipsoidal height was determined by GPS observations
 DG4826.and is referenced to NAD 83.
 DG4826
 DG4826.The geoid height was determined by GEOID03.
 DG4826
 DG4826;                    North         East     Units Scale Factor Converg.
 DG4826;SPC WI S     -    58,094.392   676,358.254   MT  1.00005008   +0 38 18.4
 DG4826;SPC WI S     -   190,598.02  2,219,018.70   sFT  1.00005008   +0 38 18.4
 DG4826;UTM  16      - 4,709,492.415   329,898.857   MT  0.99995600   -1 23 59.5
 DG4826
 DG4826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4826!SPC WI S     -   0.99996686  x   1.00005008  =   1.00001694
 DG4826!UTM  16      -   0.99996686  x   0.99995600  =   0.99992286
 DG4826
 DG4826                          SUPERSEDED SURVEY CONTROL
 DG4826
 DG4826.No superseded survey control is available for this station.
 DG4826
 DG4826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2989909492(NAD 83)
 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 - 2001
 DG4826
 DG4826  HISTORY     - Date     Condition        Report By
 DG4826  HISTORY     - 2001     MONUMENTED       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'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1396 ***********************************************************************
 NH1396  DESIGNATION -  BELOIT S MUNICIPAL TANK
 NH1396  PID         -  NH1396
 NH1396  STATE/COUNTY-  WI/ROCK
 NH1396  USGS QUAD   -  SOUTH BELOIT (1993)
 NH1396
 NH1396                         *CURRENT SURVEY CONTROL
 NH1396  ___________________________________________________________________
 NH1396* NAD 83(1991)-  42 29 50.72386(N)    089 02 18.18944(W)     ADJUSTED  
 NH1396* NAVD 88     -                                                        
 NH1396  ___________________________________________________________________
 NH1396  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 NH1396  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 NH1396
 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
 NH1396.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1396
 NH1396.The geoid height was determined by GEOID03.
 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;SPC IL W     -   647,949.102   792,742.446   MT  1.00004696   +0 45 44.2
 NH1396;SPC IL W     - 2,125,813.01  2,600,855.84   sFT  1.00004696   +0 45 44.2
 NH1396;UTM  16      - 4,707,020.214   332,503.687   MT  0.99994518   -1 22 38.5
 NH1396
 NH1396                          SUPERSEDED SURVEY CONTROL
 NH1396
 NH1396  NAD 83(1986)-  42 29 50.72128(N)    089 02 18.19456(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1396.See file dsdata.txt to determine how the superseded data were derived.
 NH1396
 NH1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3250407020(NAD 83)
 NH1396_MARKER: 53 = ELEVATED TANK
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1658 ***********************************************************************
 NH1658  DESIGNATION -  BELOPORT
 NH1658  PID         -  NH1658
 NH1658  STATE/COUNTY-  WI/ROCK
 NH1658  USGS QUAD   -  BELVIDERE NW (1993)
 NH1658
 NH1658                         *CURRENT SURVEY CONTROL
 NH1658  ___________________________________________________________________
 NH1658* NAD 83(1997)-  42 29 54.30360(N)    088 58 03.33148(W)     ADJUSTED  
 NH1658* NAVD 88     -       248.1    (meters)     814.     (feet)  VERTCON   
 NH1658  ___________________________________________________________________
 NH1658  X           -      84,863.308 (meters)                     COMP
 NH1658  Y           -  -4,709,168.760 (meters)                     COMP
 NH1658  Z           -   4,286,730.047 (meters)                     COMP
 NH1658  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 NH1658  ELLIP HEIGHT-         214.50  (meters)          (09/30/02) GPS OBS
 NH1658  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 NH1658
 NH1658  HORZ ORDER  -  FIRST
 NH1658  ELLP ORDER  -  FOURTH    CLASS I
 NH1658
 NH1658.This mark is at Beloit Airport (44C)
 NH1658
 NH1658.The horizontal coordinates were established by GPS observations
 NH1658.and adjusted by the National Geodetic Survey in September 2002..
 NH1658
 NH1658.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1658
 NH1658.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1658
 NH1658.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1658
 NH1658.The ellipsoidal height was determined by GPS observations
 NH1658.and is referenced to NAD 83.
 NH1658
 NH1658.The geoid height was determined by GEOID03.
 NH1658
 NH1658;                    North         East     Units Scale Factor Converg.
 NH1658;SPC WI S     -    55,896.192   684,867.604   MT  1.00005564   +0 42 33.7
 NH1658;SPC WI S     -   183,386.09  2,246,936.46   sFT  1.00005564   +0 42 33.7
 NH1658;SPC IL W     -   648,139.409   798,560.075   MT  1.00006065   +0 48 36.4
 NH1658;SPC IL W     - 2,126,437.38  2,619,942.51   sFT  1.00006065   +0 48 36.4
 NH1658;SPC IL E     -   647,659.477   247,864.452   MT  1.00000843   -0 25 42.6
 NH1658;SPC IL E     - 2,124,862.80    813,201.96   sFT  1.00000843   -0 25 42.6
 NH1658;UTM  16      - 4,706,993.190   338,323.664   MT  0.99992161   -1 19 46.3
 NH1658
 NH1658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1658!SPC WI S     -   0.99996636  x   1.00005564  =   1.00002200
 NH1658!SPC IL W     -   0.99996636  x   1.00006065  =   1.00002701
 NH1658!SPC IL E     -   0.99996636  x   1.00000843  =   0.99997479
 NH1658!UTM  16      -   0.99996636  x   0.99992161  =   0.99988797
 NH1658
 NH1658:                Primary Azimuth Mark                     Grid Az
 NH1658:SPC WI S     -  BELOPORT AZ MK                           239 38 44.7
 NH1658:SPC IL W     -  BELOPORT AZ MK                           239 32 42.0
 NH1658:SPC IL E     -  BELOPORT AZ MK                           240 47 01.0
 NH1658:UTM  16      -  BELOPORT AZ MK                           241 41 04.7
 NH1658
 NH1658|---------------------------------------------------------------------|
 NH1658| PID    Reference Object                     Distance      Geod. Az  |
 NH1658|                                                           dddmmss.s |
 NH1658| NH1659 BELOPORT AZ MK                      APPROX. 0.6 KM 2402118.4 |
 NH1658|---------------------------------------------------------------------|
 NH1658
 NH1658                          SUPERSEDED SURVEY CONTROL
 NH1658
 NH1658  NAD 83(1991)-  42 29 54.30271(N)    088 58 03.32926(W) AD(       ) 1
 NH1658  ELLIP H (08/19/91)  214.58   (m)                       GP(       ) 4 1
 NH1658  NGVD 29 (08/19/91)  248.2    (m)          814.     (f) GPS OBS        
 NH1658
 NH1658.Superseded values are not recommended for survey control.
 NH1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1658.See file dsdata.txt to determine how the superseded data were derived.
 NH1658
 NH1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3832406993(NAD 83)
 NH1658_MARKER: DH = HORIZONTAL CONTROL DISK
 NH1658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1658_SP_SET: CONCRETE POST
 NH1658_STAMPING: BELOPORT 1989
 NH1658_MARK LOGO: NGS   
 NH1658_PROJECTION: FLUSH
 NH1658_MAGNETIC: N = NO MAGNETIC MATERIAL
 NH1658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1658+STABILITY: SURFACE MOTION
 NH1658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1658+SATELLITE: SATELLITE OBSERVATIONS - September 12, 1990
 NH1658
 NH1658  HISTORY     - Date     Condition        Report By
 NH1658  HISTORY     - 1989     MONUMENTED       WIHD
 NH1658  HISTORY     - 19900912 GOOD
 NH1658  HISTORY     - 19950709 MARK NOT FOUND   USPSQD
 NH1658  HISTORY     - 19970703 MARK NOT FOUND   NGS
 NH1658  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH1658
 NH1658                          STATION DESCRIPTION
 NH1658
 NH1658'DESCRIBED BY WI HIGHWAY DEPT 1989
 NH1658'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) SOUTHEAST OF BELOIT, 12.0
 NH1658'KM (7.5 MI) SOUTHWEST OF CLINTON, AT THE BELOIT AIRPORT AND SOUTHEAST
 NH1658'OF THE SOUTHEAST CORNER OF THE HANGAR EAST OF THE AIRPORT OFFICE.
 NH1658'OWNERSHIP--AND AIRPORT MANAGER IS RUTH SAVOT, RT 1, BOX 5000, BELOIT,
 NH1658'WI 53511, PHONE 608-365-1971.
 NH1658'TO REACH THE STATION FROM THE CENTER OF THE INTERSTATE 43 OVERPASS
 NH1658'BRIDGES AND STATE HIGHWAY 140, LOCATED ABOUT 4.0 KM (2.5 MI) NORTH OF
 NH1658'CLINTON, GO SOUTH ON STATE HIGHWAY 140 FOR 5.06 KM (3.14 MI) TO THE
 NH1658'JUNCTION OF COUNTY ROAD P, TURN RIGHT, WEST, ON COUNTY ROAD P FOR
 NH1658'9.25 KM (5.75 MI) TO THE AIRPORT ENTRANCE ON RIGHT, TURN LEFT,
 NH1658'SOUTHERLY, ON THE GRAVEL ENTRANCE ROAD TO THE PAVED TAXIWAY AND
 NH1658'AIRPORT OFFICE ON THE RIGHT AND A HANGAR ON THE LEFT, CONTINUE AHEAD
 NH1658'TO THE SOUTH END OF A HANGAR, TURN LEFT, EAST, ALONG THE SOUTH SIDE
 NH1658'OF THE HANGAR TO ITS SOUTHEAST CORNER AND THE STATION IN A OPEN FIELD
 NH1658'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HANGAR.
 NH1658'THE STATION IS LOCATED 44.37 M (145.57 FT) SOUTHEAST OF THE SOUTHEAST
 NH1658'CORNER OF THE HANGAR, 64.4 M (211.3 FT) NORTH OF THE CENTER OF THE
 NH1658'RUNWAY AND 0.1 M (0.3 FT) WEST OF A FIBERGLASS WITNESS POST.
 NH1658
 NH1658                          STATION RECOVERY (1990)
 NH1658
 NH1658'RECOVERED 1990
 NH1658'RECOVERED IN GOOD CONDITION.
 NH1658
 NH1658                          STATION RECOVERY (1995)
 NH1658
 NH1658'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1658'MARK NOT FOUND.
 NH1658
 NH1658                          STATION RECOVERY (1997)
 NH1658
 NH1658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 NH1658'THE STATION WAS SEARCHED FOR BUT NOT FOUND. THERE HAS BEEN EXTENSIVE
 NH1658'CONSTRUCTION WITH THE ADDITION OF SEVERAL HANGARS AND TAXIWAYS AND THE
 NH1658'STATION IS BELIEVED TO HAVE BEEN DESTROYED.
 NH1658
 NH1658                          STATION RECOVERY (2001)
 NH1658
 NH1658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1658'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 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  USGS QUAD   -  BELVIDERE NW (1993)
 NH1659
 NH1659                         *CURRENT SURVEY CONTROL
 NH1659  ___________________________________________________________________
 NH1659* NAD 83(1997)-  42 29 44.70258(N)    088 58 26.12649(W)     ADJUSTED  
 NH1659* NAVD 88     -       242.73   (meters)     796.4    (feet)  GPS OBS   
 NH1659  ___________________________________________________________________
 NH1659  X           -      84,346.393 (meters)                     COMP
 NH1659  Y           -  -4,709,374.194 (meters)                     COMP
 NH1659  Z           -   4,286,507.920 (meters)                     COMP
 NH1659  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 NH1659  ELLIP HEIGHT-         209.04  (meters)          (04/28/99) GPS OBS
 NH1659  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 NH1659
 NH1659  HORZ ORDER  -  A
 NH1659  ELLP ORDER  -  THIRD     CLASS I
 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 April 1999..
 NH1659
 NH1659.The orthometric height was determined by GPS observations and a
 NH1659.high-resolution geoid model.
 NH1659
 NH1659.GPS derived orthometric heights for airport stations designated as
 NH1659.PACS or SACS are published to 2 decimal places.  This maintains
 NH1659.centimeter relative accuracy between the PACS and SACS.  It does
 NH1659.not indicate centimeter accuracy relative to other marks which are
 NH1659.part of the NAVD 88 network.
 NH1659
 NH1659.Photographs are available 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 DEFLEC99 derived deflections.
 NH1659
 NH1659.The ellipsoidal height was determined by GPS observations
 NH1659.and is referenced to NAD 83.
 NH1659
 NH1659.The geoid height was determined by GEOID03.
 NH1659
 NH1659;                    North         East     Units Scale Factor Converg.
 NH1659;SPC WI S     -    55,593.521   684,350.768   MT  1.00005637   +0 42 18.1
 NH1659;SPC WI S     -   182,393.08  2,245,240.81   sFT  1.00005637   +0 42 18.1
 NH1659;SPC IL W     -   647,835.828   798,043.769   MT  1.00005940   +0 48 20.9
 NH1659;SPC IL W     - 2,125,441.38  2,618,248.60   sFT  1.00005940   +0 48 20.9
 NH1659;SPC IL E     -   647,367.142   247,341.731   MT  1.00000910   -0 25 57.9
 NH1659;SPC IL E     - 2,123,903.70    811,487.00   sFT  1.00000910   -0 25 57.9
 NH1659;UTM  16      - 4,706,709.135   337,796.456   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  =   1.00002358
 NH1659!SPC IL W     -   0.99996722  x   1.00005940  =   1.00002661
 NH1659!SPC IL E     -   0.99996722  x   1.00000910  =   0.99997632
 NH1659!UTM  16      -   0.99996722  x   0.99992371  =   0.99989093
 NH1659
 NH1659:                Primary Azimuth Mark                     Grid Az
 NH1659:SPC WI S     -  BELOPORT                                 059 38 44.9
 NH1659:SPC IL W     -  BELOPORT                                 059 32 42.1
 NH1659:SPC IL E     -  BELOPORT                                 060 47 00.9
 NH1659:UTM  16      -  BELOPORT                                 061 41 04.5
 NH1659
 NH1659|---------------------------------------------------------------------|
 NH1659| PID    Reference Object                     Distance      Geod. Az  |
 NH1659|                                                           dddmmss.s |
 NH1659| NH1658 BELOPORT                            APPROX. 0.6 KM 0602103.0 |
 NH1659|---------------------------------------------------------------------|
 NH1659
 NH1659                          SUPERSEDED SURVEY CONTROL
 NH1659
 NH1659  NAD 83(1991)-  42 29 44.70240(N)    088 58 26.12516(W) AD(       ) 1
 NH1659  ELLIP H (09/15/98)  209.09   (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)  209.12   (m)                       GP(       ) 4 1
 NH1659  NGVD 29 (08/19/91)  242.7    (m)          796.     (f) GPS OBS        
 NH1659
 NH1659.Superseded values are not recommended for survey control.
 NH1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1659.See file dsdata.txt to determine how the superseded data were derived.
 NH1659
 NH1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3779606709(NAD 83)
 NH1659_MARKER: DZ = AZIMUTH MARK DISK
 NH1659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1659_SP_SET: CONCRETE POST
 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 - April 26, 2004
 NH1659
 NH1659  HISTORY     - Date     Condition        Report By
 NH1659  HISTORY     - 1989     MONUMENTED       WIDT
 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
 NH1659                          STATION DESCRIPTION
 NH1659
 NH1659'DESCRIBED BY WI DEPT OF TRANSP 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'
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0578 ***********************************************************************
 PO0578  DESIGNATION -  BELT
 PO0578  PID         -  PO0578
 PO0578  STATE/COUNTY-  WI/MONROE
 PO0578  USGS QUAD   -  TUNNEL CITY (1983)
 PO0578
 PO0578                         *CURRENT SURVEY CONTROL
 PO0578  ___________________________________________________________________
 PO0578* NAD 83(1991)-  44 06 52.00437(N)    090 35 01.96139(W)     ADJUSTED  
 PO0578* NAVD 88     -       433.     (meters)    1421.     (feet)  SCALED    
 PO0578  ___________________________________________________________________
 PO0578  LAPLACE CORR-          -6.19  (seconds)                    DEFLEC99
 PO0578  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 PO0578
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0578
 PO0578.The geoid height was determined by GEOID03.
 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;SPC WI C     -    31,404.938   553,258.544   MT  1.00002839   -0 24 43.1
 PO0578;SPC WI C     -   103,034.37  1,815,149.07   sFT  1.00002839   -0 24 43.1
 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  =   0.99994745
 PO0578!SPC WI C     -   0.99993740  x   1.00002839  =   0.99996578
 PO0578!UTM  15      -   0.99993740  x   1.00005975  =   0.99999714
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0578.See file dsdata.txt to determine how the superseded data were derived.
 PO0578
 PO0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9334087423(NAD 83)
 PO0578_MARKER: DS = TRIANGULATION STATION DISK
 PO0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0578_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 DG9053 ***********************************************************************
 DG9053  DESIGNATION -  BEN
 DG9053  PID         -  DG9053
 DG9053  STATE/COUNTY-  WI/WASHBURN
 DG9053  USGS QUAD   -  DUNN LAKE (1982)
 DG9053
 DG9053                         *CURRENT SURVEY CONTROL
 DG9053  ___________________________________________________________________
 DG9053* NAD 83(1997)-  45 54 37.95928(N)    091 53 17.55307(W)     ADJUSTED  
 DG9053* NAVD 88     -       350.2    (meters)    1149.     (feet)  GPS OBS   
 DG9053  ___________________________________________________________________
 DG9053  X           -    -146,483.313 (meters)                     COMP
 DG9053  Y           -  -4,443,277.285 (meters)                     COMP
 DG9053  Z           -   4,558,566.253 (meters)                     COMP
 DG9053  LAPLACE CORR-         -12.34  (seconds)                    DEFLEC99
 DG9053  ELLIP HEIGHT-         322.05  (meters)          (01/24/05) GPS OBS
 DG9053  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 DG9053
 DG9053  HORZ ORDER  -  FIRST
 DG9053  ELLP ORDER  -  FOURTH    CLASS I
 DG9053
 DG9053.The horizontal coordinates were established by GPS observations
 DG9053.and adjusted by the WOOLPERT CONSULTANTS in January 2005..
 DG9053
 DG9053.The orthometric height was determined by GPS observations and a
 DG9053.high-resolution geoid model.
 DG9053
 DG9053.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9053
 DG9053.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9053
 DG9053.The ellipsoidal height was determined by GPS observations
 DG9053.and is referenced to NAD 83.
 DG9053
 DG9053.The geoid height was determined by GEOID03.
 DG9053
 DG9053;                    North         East     Units Scale Factor Converg.
 DG9053;SPC WI N     -    84,418.520   453,517.890   MT  0.99995537   -1 21 43.6
 DG9053;SPC WI N     -   276,963.09  1,487,916.61   sFT  0.99995537   -1 21 43.6
 DG9053;UTM  15      - 5,084,709.345   586,227.000   MT  0.99969140   +0 47 55.0
 DG9053
 DG9053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9053!SPC WI N     -   0.99994951  x   0.99995537  =   0.99990489
 DG9053!UTM  15      -   0.99994951  x   0.99969140  =   0.99964093
 DG9053
 DG9053                          SUPERSEDED SURVEY CONTROL
 DG9053
 DG9053.No superseded survey control is available for this station.
 DG9053
 DG9053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL8622784709(NAD 83)
 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 - December 06, 2004
 DG9053
 DG9053  HISTORY     - Date     Condition        Report By
 DG9053  HISTORY     - UNK      MONUMENTED       WI-129
 DG9053  HISTORY     - 20041206 GOOD             WOOLPT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0361 ***********************************************************************
 QL0361  DESIGNATION -  BENCH MARK
 QL0361  PID         -  QL0361
 QL0361  STATE/COUNTY-  WI/MARINETTE
 QL0361  USGS QUAD   -  MARINETTE WEST (1975)
 QL0361
 QL0361                         *CURRENT SURVEY CONTROL
 QL0361  ___________________________________________________________________
 QL0361* NAD 83(1986)-  45 03 16.     (N)    087 44 50.     (W)     SCALED    
 QL0361* NAVD 88     -       185.693  (meters)     609.23   (feet)  ADJUSTED  
 QL0361  ___________________________________________________________________
 QL0361  GEOID HEIGHT-         -36.71  (meters)                     GEOID03
 QL0361  DYNAMIC HT  -         185.677 (meters)     609.18  (feet)  COMP
 QL0361  MODELED GRAV-     980,528.7   (mgal)                       NAVD 88
 QL0361
 QL0361  VERT ORDER  -  FIRST     CLASS 0
 QL0361
 QL0361.The horizontal coordinates were scaled from a topographic map and have
 QL0361.an estimated accuracy of +/- 6 seconds.
 QL0361
 QL0361.The orthometric height was determined by differential leveling
 QL0361.and adjusted by the National Geodetic Survey in June 1991..
 QL0361
 QL0361.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 QL0361
 QL0361.No superseded survey control is available for this station.
 QL0361
 QL0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ411892(NAD 83)
 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       WIDT
 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 = OCTOBER  7, 2006
 PM0532 ***********************************************************************
 PM0532  DESIGNATION -  BENDER
 PM0532  PID         -  PM0532
 PM0532  STATE/COUNTY-  WI/BROWN
 PM0532  USGS QUAD   -  NEW FRANKEN (1978)
 PM0532
 PM0532                         *CURRENT SURVEY CONTROL
 PM0532  ___________________________________________________________________
 PM0532* NAD 83(1991)-  44 36 34.49483(N)    087 51 55.68955(W)     ADJUSTED  
 PM0532* NAVD 88     -       200.     (meters)     656.     (feet)  SCALED    
 PM0532  ___________________________________________________________________
 PM0532  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 PM0532  GEOID HEIGHT-         -36.25  (meters)                     GEOID03
 PM0532
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0532
 PM0532.The geoid height was determined by GEOID03.
 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     -   0.99997433  x   0.99995147  =   0.99992580
 PM0532!UTM  16      -   0.99997433  x   0.99965799  =   0.99963233
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0532.See file dsdata.txt to determine how the superseded data were derived.
 PM0532
 PM0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ3132639946(NAD 83)
 PM0532_MARKER: DS = TRIANGULATION STATION DISK
 PM0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0532_STAMPING: BENDER 1953
 PM0532_MARK LOGO: CGS   
 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 - August 03, 2005
 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
 PM0532                          STATION DESCRIPTION
 PM0532
 PM0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0532'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
 PM0532'GREEN BAY AND IS ON PROPERTY OWNED BY JACK DRANKHOFF.  IT IS 86
 PM0532'FEET NORTHWEST OF THE INTERSECTION OF COUNTY HIGHWAY A AND A PAVED
 PM0532'ROAD NORTH, 86 FEET WEST OF A STONE HISTORICAL MONUMENT, 80 FEET
 PM0532'NORTH OF THE NORTHEAST CORNER OF A FRAME HOUSE, 57 FEET WEST OF A
 PM0532'POWER LINE POLE AND 14 FEET NORTHWEST OF A WHITE WITNESS POST.
 PM0532'THE MARK IS FLUSH AND 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.  THE MARK IS FLUSH AND
 PM0532'THE DISK 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.  THE MARK IS A
 PM0532'6X6 INCH CONCRETE POST THAT PROJECTS 4 INCHES WITH A BRONZE U.S.
 PM0532'GEOLOGICAL SURVEY BENCH MARK DISK STAMPED TT 42 MF 1951 656 (FEET
 PM0532'ABOVE SEA LEVEL).
 PM0532'
 PM0532'AZIMUTH MARK IS 36 FEET NORTHEAST OF THE NORTHEAST CORNER OF A BARN,
 PM0532'7 FEET EAST OF THE CENTER OF A FARM LANE, 2 FEET SOUTHEAST OF A
 PM0532'POWER LINE POLE AND 2 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK
 PM0532'IS FLUSH AND THE DISK IS STAMPED BENDER 1953.
 PM0532'
 PM0532'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 54 AND
 PM0532'57 ABOUT 6.5 MILES NORTHEAST OF GREEN BAY, GO NORTHEAST ON HIGHWAY
 PM0532'57 FOR 5.75 MILES TO THE JUNCTION WITH COUNTY HIGHWAY A, TURN LEFT
 PM0532'AND GO WEST ON HIGHWAY A FOR 1.15 MILES TO A FARM LANE LEFT, CONTINUE
 PM0532'WEST ON HIGHWAY A FOR 0.5 MILE TO A PAVED ROAD NORTH AND THE
 PM0532'STATION AS 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.  THE STATION IS LOCATED ABOUT
 PM0532'8.5 MI (13.7 KM) NORTHEAST OF GREEN BAY IN THE VILLAGE OF BENDERVILLE,
 PM0532'NEAR THE EDGE OF A HIGH BLUFF OVERLOOKING GREEN BAY. OWNERSHIP- LAND
 PM0532'RESERVED FOR A PUBLIC PARK IN PLAT OF KIS-KE-KWAN-TE-NO.  TO REACH THE
 PM0532'STATION FROM THE JUNCTION OF STATE HIGHWAYS 54 AND 57 ABOUT 6.5 MI
 PM0532'(10.5 KM) NORTHEAST OF GREEN BAY, GO NORTHEAST ON HIGHWAY 57 FOR 5.75
 PM0532'MI (9.25 KM) TO THE JUNCTION OF COUNTY HIGHWAY A.  TURN LEFT AND GO
 PM0532'WEST ON COUNTY TRUNK A FOR 0.8 MI (1.3 KM) TO A FIELD ENTRANCE ROAD ON
 PM0532'LEFT AND THE AZIMUTH MARK AS DESCRIBED.  CONTINUE WEST FOR 0.15 MI
 PM0532'(0.24 KM) TO A SIDE ROAD RIGHT, BODART ROAD.  TURN RIGHT AND GO
 PM0532'NORTHEASTERLY FOR 0.1 MI (0.2 KM) TO A SIDEROAD LEFT, TURN LEFT AND GO
 PM0532'NORTHWESTERLY FOR 0.1 MI (0.2 KM) TO A CROSSROAD AND THE STATION AS
 PM0532'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) W FROM A STONE HISTORICAL
 PM0532'MONUMENT, 24.384 M (80.000 FT) N FROM THE NORTHEAST CORNER OF TRAM
 PM0532'HOUSE, 17.374 M (57.001 FT) W FROM A UTILITY POLE, 5.944 M (19.501 FT)
 PM0532'N FROM THE NORTHWEST CORNER OF GARAGE AND 1.524 M (5.000 FT) N FROM A
 PM0532'4X4 INCH WOODEN WITNESS POST.  REFERENCE MARK NO 1 IS A STANDARD NGS
 PM0532'DISK STAMPED--BENDER NO 1 1953--, SET INTO THE TOP OF A SQUARE
 PM0532'CONCRETE MONUMENT 35 CM (12 INCHES) ON SIDE, FLUSH WITH GROUND.
 PM0532'LOCATED 1.829 M (6.001 FT) S FROM THE STONE HISTORICAL MONUMENT, 5.486
 PM0532'M (17.999 FT) E FROM THE CENTER OF A GRAVEL ROAD, 6.401 M (21.001 FT)
 PM0532'SW FROM A BLANK INCH SHAG BARK HICKORY TREE AND 0.2 M (0.7 FT) ABOVE
 PM0532'THE LEVEL OF THE STATION.  REFERENCE MARK NO 3 IS A STANDARD NGS DISK
 PM0532'STAMPED--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) NW FROM THE NORTHWEST CORNER OF GARAGE, 25.298 M
 PM0532'(82.999 FT) W FROM THE CENTERLINE OF A GRAVEL ROAD, 0.305 M (1.001 FT)
 PM0532'E FROM THE EDGE OF WOODS AND EDGE OF HILL, AND LOWER THAN THE STATION.
 PM0532'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED--BENDER 1953 NO 2
 PM0532'1985--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (10
 PM0532'INCHES) IN DIAMETER, FLUSH WITH GROUND. LOCATED 6.523 M (21.401 FT)
 PM0532'SSE FROM THE CENTERLINE OF COUNTY ROAD A, 5.060 M (16.601 FT) W FROM
 PM0532'THE WEST END OF A CULVERT AND 1.737 M (5.699 FT) NNW FROM A WITNESS
 PM0532'POST.
 PM0532
 PM0532                          STATION RECOVERY (2003)
 PM0532
 PM0532'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0532'STATION AND REFERENCE MARKS NOT FOUND.  HIGHWAY 57 HAS BEEN RE-ROUTED
 PM0532'AS HAS COUNTY HIGHWAY A.
 PM0532'NEW DIRECTIONS TO STATION-- FROM THE JUNCTION OF HIGHWAY 57 AND COUNTY
 PM0532'HIGHWAY T TO THE SOUTHEAST AND COUNTY A TO THE WEST AND SOUTH, TURN
 PM0532'ONTO COUNTY HIGHWAY A.
 PM0532'FROM 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 A
 PM0532'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'RECOVERED IN GOOD CONDITION.  ADD--THE STATION IS 22.2 M
 PM0532'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A PATIO BLOCK SIDEWALK THAT
 PM0532'IS LOCATED ON THE PROPERTY OF THE BROWN COUNTY HISTORICAL SOCIETY,
 PM0532'14.5 M WEST OF A 0.3 M DIAMETER RED PINE, 5.9 M NORTH OF THE NORTH
 PM0532'FACE OF A WHITE GARAGE,
 PM0532'3.7 M NORTHEAST OF THE EASTERN MOST CEDAR POST OF A WOODEN FENCE LINE
 PM0532'RUNNING EAST-WEST AND BEING WEST OF THE WHITE GARAGE, AND 0.3 M NORTH
 PM0532'OF AN ORANGE FIBERGLASS WITNESS POST, AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0567 ***********************************************************************
 QN0567  DESIGNATION -  BENDICKSON
 QN0567  PID         -  QN0567
 QN0567  STATE/COUNTY-  WI/DUNN
 QN0567  USGS QUAD   -  RIDGELAND NE (1975)
 QN0567
 QN0567                         *CURRENT SURVEY CONTROL
 QN0567  ___________________________________________________________________
 QN0567* NAD 83(1991)-  45 10 00.61242(N)    091 48 40.29053(W)     ADJUSTED  
 QN0567* NAVD 88     -       405.     (meters)    1329.     (feet)  SCALED    
 QN0567  ___________________________________________________________________
 QN0567  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 QN0567  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 QN0567
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0567
 QN0567.The geoid height was determined by GEOID03.
 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     -   0.99994128  x   0.99995355  =   0.99989484
 QN0567!UTM  15      -   0.99994128  x   0.99970732  =   0.99964862
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0567.See file dsdata.txt to determine how the superseded data were derived.
 QN0567
 QN0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL9342402172(NAD 83)
 QN0567_MARKER: DS = TRIANGULATION STATION DISK
 QN0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0567_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 NJ0694 ***********************************************************************
 NJ0694  DESIGNATION -  BENNETT
 NJ0694  PID         -  NJ0694
 NJ0694  STATE/COUNTY-  WI/GRANT
 NJ0694  USGS QUAD   -  GUTTENBERG (1978)
 NJ0694
 NJ0694                         *CURRENT SURVEY CONTROL
 NJ0694  ___________________________________________________________________
 NJ0694* NAD 83(1991)-  42 48 48.59075(N)    091 00 36.40184(W)     ADJUSTED  
 NJ0694* NAVD 88     -       320.     (meters)    1050.     (feet)  SCALED    
 NJ0694  ___________________________________________________________________
 NJ0694  LAPLACE CORR-          -5.43  (seconds)                    DEFLEC99
 NJ0694  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 NJ0694
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0694
 NJ0694.The geoid height was determined by GEOID03.
 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;SPC IA N     - 1,148,897.932 1,703,600.979   MT  0.99994860   +1 41 15.0
 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     -   0.99995482  x   0.99998480  =   0.99993962
 NJ0694!SPC IA N     -   0.99995482  x   0.99994860  =   0.99990342
 NJ0694!UTM  15      -   0.99995482  x   0.99992561  =   0.99988043
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0694.See file dsdata.txt to determine how the superseded data were derived.
 NJ0694
 NJ0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH6268542025(NAD 83)
 NJ0694_MARKER: DS = TRIANGULATION STATION DISK
 NJ0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 RM0858 ***********************************************************************
 RM0858  DESIGNATION -  BENNETT
 RM0858  PID         -  RM0858
 RM0858  STATE/COUNTY-  WI/DOUGLAS
 RM0858  USGS QUAD   -  LYMAN LAKE (1975)
 RM0858
 RM0858                         *CURRENT SURVEY CONTROL
 RM0858  ___________________________________________________________________
 RM0858* NAD 83(1991)-  46 25 23.60511(N)    091 52 43.54742(W)     ADJUSTED  
 RM0858* NAVD 88     -       401.     (meters)    1316.     (feet)  SCALED    
 RM0858  ___________________________________________________________________
 RM0858  LAPLACE CORR-          -5.16  (seconds)                    DEFLEC99
 RM0858  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 RM0858
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0858
 RM0858.The geoid height was determined by GEOID03.
 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     -   0.99994138  x   0.99995527  =   0.99989666
 RM0858!UTM  15      -   0.99994138  x   0.99969124  =   0.99963264
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0858.See file dsdata.txt to determine how the superseded data were derived.
 RM0858
 RM0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM8615541683(NAD 83)
 RM0858_MARKER: DS = TRIANGULATION STATION DISK
 RM0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 RM0857 ***********************************************************************
 RM0857  DESIGNATION -  BENNETT LOT L
 RM0857  PID         -  RM0857
 RM0857  STATE/COUNTY-  WI/DOUGLAS
 RM0857  USGS QUAD   -  LYMAN LAKE (1975)
 RM0857
 RM0857                         *CURRENT SURVEY CONTROL
 RM0857  ___________________________________________________________________
 RM0857* NAD 83(1991)-  46 25 23.32730(N)    091 52 43.47458(W)     ADJUSTED  
 RM0857* NAVD 88     -       401.31   (+/-2cm)    1316.6    (feet)  VERTCON   
 RM0857  ___________________________________________________________________
 RM0857  LAPLACE CORR-          -5.16  (seconds)                    DEFLEC99
 RM0857  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 RM0857
 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.The vertical order pertains to the NGVD 29 superseded value.
 RM0857
 RM0857.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0857
 RM0857.The geoid height was determined by GEOID03.
 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     -   0.99994133  x   0.99995526  =   0.99989659
 RM0857!UTM  15      -   0.99994133  x   0.99969124  =   0.99963259
 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 (07/19/86)  401.34   (m)         1316.7    (f) LEVELING    3  
 RM0857
 RM0857.Superseded values are not recommended for survey control.
 RM0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0857.See file dsdata.txt to determine how the superseded data were derived.
 RM0857
 RM0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM8615741674(NAD 83)
 RM0857_MARKER: DB = BENCH MARK DISK
 RM0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0857_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RM0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0857+STABILITY: SURFACE MOTION
 RM0857
 RM0857  HISTORY     - Date     Condition        Report By
 RM0857  HISTORY     - 1953     MONUMENTED       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 = OCTOBER  7, 2006
 NJ0862 ***********************************************************************
 NJ0862  DESIGNATION -  BENTON MUNICIPAL TANK
 NJ0862  PID         -  NJ0862
 NJ0862  STATE/COUNTY-  WI/LAFAYETTE
 NJ0862  USGS QUAD   -  CUBA CITY (1988)
 NJ0862
 NJ0862                         *CURRENT SURVEY CONTROL
 NJ0862  ___________________________________________________________________
 NJ0862* NAD 83(1991)-  42 34 13.72945(N)    090 22 54.19585(W)     ADJUSTED  
 NJ0862* NAVD 88     -                                                        
 NJ0862  ___________________________________________________________________
 NJ0862  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 NJ0862  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 NJ0862
 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
 NJ0862.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0862
 NJ0862.The geoid height was determined by GEOID03.
 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;SPC IL W     -   655,469.564   682,343.642   MT  0.99994501   -0 08 43.7
 NJ0862;SPC IL W     - 2,150,486.39  2,238,655.77   sFT  0.99994501   -0 08 43.7
 NJ0862;UTM  15      - 4,716,442.100   714,898.538   MT  1.00016822   +1 46 19.0
 NJ0862
 NJ0862                          SUPERSEDED SURVEY CONTROL
 NJ0862
 NJ0862  NAD 83(1991)-  42 34 13.72810(N)    090 22 54.19985(W) AD(       ) 4
 NJ0862  NAD 83(1986)-  42 34 13.72612(N)    090 22 54.20122(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0862.See file dsdata.txt to determine how the superseded data were derived.
 NJ0862
 NJ0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1489916442(NAD 83)
 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 = OCTOBER  7, 2006
 DH5244 ***********************************************************************
 DH5244  DESIGNATION -  BENTON N GPS
 DH5244  PID         -  DH5244
 DH5244  STATE/COUNTY-  WI/LAFAYETTE
 DH5244  USGS QUAD   -  CUBA CITY (1988)
 DH5244
 DH5244                         *CURRENT SURVEY CONTROL
 DH5244  ___________________________________________________________________
 DH5244* NAD 83(1997)-  42 36 33.00125(N)    090 23 24.94504(W)     ADJUSTED  
 DH5244* NAVD 88     -                                                        
 DH5244  ___________________________________________________________________
 DH5244  X           -     -32,024.453 (meters)                     COMP
 DH5244  Y           -  -4,701,547.260 (meters)                     COMP
 DH5244  Z           -   4,295,832.627 (meters)                     COMP
 DH5244  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 DH5244  ELLIP HEIGHT-         273.20  (meters)          (08/01/05) GPS OBS
 DH5244  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 DH5244
 DH5244  HORZ ORDER  -  FIRST
 DH5244  ELLP ORDER  -  SECOND    CLASS I
 DH5244
 DH5244.The horizontal coordinates were established by GPS observations
 DH5244.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5244
 DH5244
 DH5244.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5244
 DH5244.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5244
 DH5244.The ellipsoidal height was determined by GPS observations
 DH5244.and is referenced to NAD 83.
 DH5244
 DH5244.The geoid height was determined by GEOID03.
 DH5244
 DH5244;                    North         East     Units Scale Factor Converg.
 DH5244;SPC WI S     -    67,748.749   567,975.910   MT  1.00002735   -0 16 05.3
 DH5244;SPC WI S     -   222,272.35  1,863,434.30   sFT  1.00002735   -0 16 05.3
 DH5244;UTM  15      - 4,720,716.601   714,064.927   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  =   0.99998450
 DH5244!UTM  15      -   0.99995716  x   1.00016381  =   1.00012096
 DH5244
 DH5244                          SUPERSEDED SURVEY CONTROL
 DH5244
 DH5244.No superseded survey control is available for this station.
 DH5244
 DH5244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1406520717(NAD 83)
 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 - 2003
 DH5244
 DH5244  HISTORY     - Date     Condition        Report By
 DH5244  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB8460 ***********************************************************************
 AB8460  DESIGNATION -  BENZER
 AB8460  PID         -  AB8460
 AB8460  STATE/COUNTY-  WI/WASHBURN
 AB8460  USGS QUAD   -  POQUETTES LAKE (1982)
 AB8460
 AB8460                         *CURRENT SURVEY CONTROL
 AB8460  ___________________________________________________________________
 AB8460* NAD 83(1997)-  45 46 07.19594(N)    092 01 49.51697(W)     ADJUSTED  
 AB8460* NAVD 88     -       331.1    (meters)    1086.     (feet)  GPS OBS   
 AB8460  ___________________________________________________________________
 AB8460  X           -    -157,911.744 (meters)                     COMP
 AB8460  Y           -  -4,454,193.004 (meters)                     COMP
 AB8460  Z           -   4,547,565.716 (meters)                     COMP
 AB8460  LAPLACE CORR-         -14.80  (seconds)                    DEFLEC99
 AB8460  ELLIP HEIGHT-         302.77  (meters)          (12/26/02) GPS OBS
 AB8460  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 AB8460
 AB8460  HORZ ORDER  -  FIRST
 AB8460  ELLP ORDER  -  FOURTH    CLASS I
 AB8460
 AB8460.The horizontal coordinates were established by GPS observations
 AB8460.and adjusted by the National Geodetic Survey in December 2002..
 AB8460
 AB8460.The orthometric height was determined by GPS observations and a
 AB8460.high-resolution geoid model.
 AB8460
 AB8460.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8460
 AB8460.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8460
 AB8460.The ellipsoidal height was determined by GPS observations
 AB8460.and is referenced to NAD 83.
 AB8460
 AB8460.The geoid height was determined by GEOID03.
 AB8460
 AB8460;                    North         East     Units Scale Factor Converg.
 AB8460;SPC WI N     -    68,926.862   442,084.708   MT  0.99996947   -1 27 52.9
 AB8460;SPC WI N     -   226,137.55  1,450,406.25   sFT  0.99996947   -1 27 52.9
 AB8460;UTM  15      - 5,068,802.249   575,388.886   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  =   0.99962242
 AB8460
 AB8460                          SUPERSEDED SURVEY CONTROL
 AB8460
 AB8460  NAD 83(1991)-  45 46 07.19513(N)    092 01 49.51352(W) AD(       ) 1
 AB8460  ELLIP H (12/09/96)  302.81   (m)                       GP(       ) 4 1
 AB8460
 AB8460.Superseded values are not recommended for survey control.
 AB8460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8460.See file dsdata.txt to determine how the superseded data were derived.
 AB8460
 AB8460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7538968802(NAD 83)
 AB8460_MARKER: DE = TRAVERSE STATION DISK
 AB8460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8460_STAMPING: GPS 116
 AB8460_MARK LOGO: WI-013
 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 - July 12, 1997
 AB8460
 AB8460  HISTORY     - Date     Condition        Report By
 AB8460  HISTORY     - 1994     MONUMENTED       WI-013
 AB8460  HISTORY     - 19970712 GOOD             WOOLPT
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0514 ***********************************************************************
 PO0514  DESIGNATION -  BERDAN
 PO0514  PID         -  PO0514
 PO0514  STATE/COUNTY-  WI/WOOD
 PO0514  USGS QUAD   -  HEWITT (1979)
 PO0514
 PO0514                         *CURRENT SURVEY CONTROL
 PO0514  ___________________________________________________________________
 PO0514* NAD 83(1991)-  44 39 15.55238(N)    090 01 16.06436(W)     ADJUSTED  
 PO0514* NAVD 88     -       389.38   (+/-2cm)    1277.5    (feet)  VERTCON   
 PO0514  ___________________________________________________________________
 PO0514  LAPLACE CORR-          -6.85  (seconds)                    DEFLEC99
 PO0514  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 PO0514
 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.The vertical order pertains to the NGVD 29 superseded value.
 PO0514
 PO0514.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0514
 PO0514.The geoid height was determined by GEOID03.
 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     -   0.99994433  x   0.99994816  =   0.99989250
 PO0514!UTM  15      -   0.99994433  x   1.00028606  =   1.00023038
 PO0514!UTM  16      -   0.99994433  x   1.00030567  =   1.00024999
 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 (07/19/86)  389.40   (m)         1277.6    (f) LEVELING    3  
 PO0514
 PO0514.Superseded values are not recommended for survey control.
 PO0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0514.See file dsdata.txt to determine how the superseded data were derived.
 PO0514
 PO0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK3618948868(NAD 83)
 PO0514_MARKER: DH = HORIZONTAL CONTROL DISK
 PO0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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.
 PO0514'OWNERSHIP--MR. PETE BERDAN, P.O. BOX 203,
 PO0514'AUBURNDALE, WISCONSIN (PHONE NUMBER 715-652-2290).
 PO0514'
 PO0514'TO REACH THE STATION FROM THE AUBURNDALE VILLAGE HALL AND FIRE
 PO0514'STATION IN AUBURNDALE, GO SOUTH FOR 0.05 MILE ON BRICKLE STREET
 PO0514'TO THE JUNCTION OF U.S. HIGHWAY 10.  TURN RIGHT AND GO WEST ON
 PO0514'HIGHWAY 10 FOR 0.7 MILE TO THE JUNCTION OF COUNTY ROUTE M ON THE
 PO0514'RIGHT.  TURN RIGHT AND GO NORTH ON ROUTE M FOR 1.65 MILES TO THE
 PO0514'AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE NORTH ON ROUTE
 PO0514'M FOR 0.1 MILE TO THE JUNCTION OF COUNTY ROUTE H.  TURN RIGHT
 PO0514'AND GO EAST ON ROUTE H FOR 0.25 MILE TO A DRIVEWAY ON THE RIGHT.
 PO0514'TURN RIGHT AND GO SOUTH, PASSING BETWEEN HOUSE AND BARN, FOR 0.1
 PO0514'MILE TO A T-JUNCTION IN THE ROAD.  TURN RIGHT AND GO WEST
 PO0514'FOR ABOUT 100 FEET TO THE EDGE OF A HAY FIELD.  FOLLOW ROAD INTO
 PO0514'FIELD FOR 250 FEET TO THE HIGHEST POINT AND STATION AS DESCRIBED.
 PO0514'
 PO0514'THE STATION IS A STANDARD NGS DISK
 PO0514'STAMPED---BERDAN 1980---,
 PO0514'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PO0514'RECESSED 40 CM BELOW THE GROUND.  IT IS LOCATED
 PO0514'71.5 METERS (234.5 FT) WEST FROM A POINT IN THE FENCE 43 FEET
 PO0514'SOUTH OF THE CORNER POST ON THE SOUTHSIDE OF THE ENTRANCE TO THE
 PO0514'FIELD.
 PO0514'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 PO0514'STAMPED---BERDAN 1980---,
 PO0514'SET INTO AN IRREGULAR MASS OF CONCRETE 1.5 METERS BELOW THE SURFACE.
 PO0514'
 PO0514'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 PO0514'STAMPED---BERDAN NO 1 1980---,
 PO0514'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PO0514'PROJECTING 3 CM ABOVE THE GROUND.  IT IS LOCATED
 PO0514'19.2 METERS (63 FT) NORTH FROM THE FIRST FENCE POST NORTH OF
 PO0514'ENTRANCE,
 PO0514'0.85 METER (2.8 FT) SOUTHWEST FROM A METAL WITNESS POST, AND
 PO0514'0.6 METER (2 FT) WEST FROM A NORTH-SOUTH FENCELINE.
 PO0514'MARK IS BELOW STATION 3.0 METERS.
 PO0514'
 PO0514'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 PO0514'STAMPED---BERDAN NO 2 1980---,
 PO0514'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PO0514'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,
 PO0514'0.79 METER (2.6 FT) NORTHWEST FROM A METAL WITNESS POST, AND
 PO0514'0.3 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
 PO0514'STAMPED---BERDAN 1980---,
 PO0514'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM IN DIAMETER
 PO0514'FLUSH WITH GROUND.  IT IS LOCATED
 PO0514'14.9 METERS (49 FT) WEST FROM THE CENTER OF COUNTY ROUTE M, AND
 PO0514'5.8 METERS (19 FT) SOUTH FROM THE CENTER OF A 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 = OCTOBER  7, 2006
 PO0515 ***********************************************************************
 PO0515  DESIGNATION -  BERDAN AZ MK
 PO0515  PID         -  PO0515
 PO0515  STATE/COUNTY-  WI/WOOD
 PO0515  USGS QUAD   -  HEWITT (1979)
 PO0515
 PO0515                         *CURRENT SURVEY CONTROL
 PO0515  ___________________________________________________________________
 PO0515* NAD 83(1991)-  44 39 14.51176(N)    090 01 31.52318(W)     ADJUSTED  
 PO0515* NAVD 88     -       380.0    (meters)    1247.     (feet)  VERTCON   
 PO0515  ___________________________________________________________________
 PO0515  LAPLACE CORR-          -6.69  (seconds)                    DEFLEC99
 PO0515  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 PO0515
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0515
 PO0515.The geoid height was determined by GEOID03.
 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     -   0.99994580  x   0.99994818  =   0.99989399
 PO0515!UTM  15      -   0.99994580  x   1.00028409  =   1.00022988
 PO0515!UTM  16      -   0.99994580  x   1.00030768  =   1.00025347
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0515.See file dsdata.txt to determine how the superseded data were derived.
 PO0515
 PO0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK3585048824(NAD 83)
 PO0515_MARKER: DZ = AZIMUTH MARK DISK
 PO0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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.
 PO0515'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
 PO0515'STATION IN AUBURNDALE, GO SOUTH FOR 0.05 MILE ON BRICKLE STREET
 PO0515'TO THE JUNCTION OF U.S. HIGHWAY 10.  TURN RIGHT AND GO WEST ON
 PO0515'HIGHWAY 10 FOR 0.7 MILE TO THE JUNCTION OF COUNTY ROUTE M ON THE
 PO0515'RIGHT.  TURN RIGHT AND GO NORTH ON ROUTE M FOR 1.65 MILE TO THE
 PO0515'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 PO0515'
 PO0515'THE STATION IS A STANDARD AZIMUTH MARK DISK
 PO0515'STAMPED---BERDAN 1980---,
 PO0515'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM IN DIAMETER
 PO0515'FLUSH WITH GROUND.  IT IS LOCATED
 PO0515'14.9 METERS (49 FT) WEST FROM THE CENTER OF COUNTY ROUTE M, AND
 PO0515'5.8 METERS (19 FT) SOUTH FROM THE CENTER OF A FIELD ROAD.
 PO0515'THE UNDERGROUND MARK IS A STANDARD NGS AZIMUTH MARK DISK
 PO0515'STAMPED---BERDAN 1980---,
 PO0515'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 1.5
 PO0515'METERS BELOW THE SURFACE.
 PO0515'
 PO0515'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THERE WERE
 PO0515'NO REFERENCE 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
 PO0515'BERDAN USING 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 = OCTOBER  7, 2006
 OM0967 ***********************************************************************
 OM0967  DESIGNATION -  BERG
 OM0967  PID         -  OM0967
 OM0967  STATE/COUNTY-  WI/FOND DU LAC
 OM0967  USGS QUAD   -  RIPON (1980)
 OM0967
 OM0967                         *CURRENT SURVEY CONTROL
 OM0967  ___________________________________________________________________
 OM0967* NAD 83(1991)-  43 45 53.91501(N)    088 48 43.62810(W)     ADJUSTED  
 OM0967* NAVD 88     -       326.     (meters)    1070.     (feet)  SCALED    
 OM0967  ___________________________________________________________________
 OM0967  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 OM0967  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 OM0967
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0967
 OM0967.The geoid height was determined by GEOID03.
 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     -   0.99995449  x   0.99995267  =   0.99990716
 OM0967!UTM  16      -   0.99995449  x   0.99986168  =   0.99981618
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0967.See file dsdata.txt to determine how the superseded data were derived.
 OM0967
 OM0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5414247366(NAD 83)
 OM0967_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0967
 OM0967  HISTORY     - Date     Condition        Report By
 OM0967  HISTORY     - 1930     MONUMENTED       CGS
 OM0967  HISTORY     - 1958     SEE DESCRIPTION  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 = OCTOBER  7, 2006
 PN1187 ***********************************************************************
 PN1187  DESIGNATION -  BERGEN
 PN1187  PID         -  PN1187
 PN1187  STATE/COUNTY-  WI/MARATHON
 PN1187  USGS QUAD   -  BIG EAU PLEINE RESERVOIR (1981)
 PN1187
 PN1187                         *CURRENT SURVEY CONTROL
 PN1187  ___________________________________________________________________
 PN1187* NAD 83(1991)-  44 42 56.79563(N)    089 47 57.33254(W)     ADJUSTED  
 PN1187* NAVD 88     -       394.9    (meters)    1296.     (feet)  VERTCON   
 PN1187  ___________________________________________________________________
 PN1187  LAPLACE CORR-          -7.54  (seconds)                    DEFLEC99
 PN1187  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 PN1187
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1187
 PN1187.The geoid height was determined by GEOID03.
 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  =   0.99988816
 PN1187!UTM  16      -   0.99994356  x   1.00020453  =   1.00014808
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1187.See file dsdata.txt to determine how the superseded data were derived.
 PN1187
 PN1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7828755190(NAD 83)
 PN1187_MARKER: DH = HORIZONTAL CONTROL DISK
 PN1187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1187_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PN1187_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 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
 PN1187'MILES NORTH-NORTHWEST OF JUNCTION CITY, 7-1/2 MILES SOUTHWEST
 PN1187'OF MOSINEE.
 PN1187'OWNERSHIP--MRS. MARY VAN OUSE, ROUTE 4,
 PN1187'BOX 557, BERGEN, WISCONSIN, (PHONE NUMBER 547-2267).
 PN1187'
 PN1187'TO REACH THE STATION FROM THE POST OFFICE IN JUNCTION CITY, GO
 PN1187'WEST ON U.S. HIGHWAY 10 AND STATE HIGHWAY 34 FOR 0.25 MILE TO
 PN1187'THE JUNCTION OF COUNTY TRUNK G ON THE RIGHT.  TURN RIGHT AND GO
 PN1187'NORTH ON COUNTY TRUNK G FOR 2.65 MILES TO THE JUNCTION OF COUNTY
 PN1187'TRUNK O AND H AND THE END OF COUNTY TRUNK G.  CONTINUE NORTH ON
 PN1187'THE PAVED ROAD (COUNTY TRUNKS O AND H) FOR 1.45 MILES TO THE
 PN1187'JUNCTION OF COUNTY TRUNK H.  CONTINUE NORTH ON COUNTY TRUNK O FOR
 PN1187'3.55 MILES TO A T-ROAD JUNCTION.  TURN LEFT AND GO WEST ON COUNTY
 PN1187'TRUNK O AND C FOR 1.05 MILES TO A FORK AND THE JUNCTION OF COUNTY
 PN1187'TRUNK O.  TAKE THE LEFT FORK AND CONTINUE WEST ON COUNTY TRUNK C
 PN1187'FOR 0.55 MILE TO POPULAR LANE ON THE LEFT.  CONTINUE WEST ON
 PN1187'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
 PN1187'STAMPED---BERGEN 1980---,
 PN1187'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN1187'PROJECTING 4 CM ABOVE THE GROUND.  IT IS LOCATED
 PN1187'10.05 METERS (33.0 FT) NORTH FROM A UTILITY POLE NUMBER 2606/21L2,
 PN1187'9.14 METERS (30.0 FT) SOUTH-SOUTHEAST FROM A 30-INCH DOUBLE TRUNK
 PN1187'OAK TREE AND
 PN1187'1.4 METERS (4.5 FT) NORTH FROM A METAL WITNESS POST.
 PN1187'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 PN1187'STAMPED---BERGEN 1980---,
 PN1187'SET INTO BEDROCK 1.1 METERS BELOW THE SURFACE.
 PN1187'
 PN1187'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 PN1187'STAMPED---BERGEN NO 1 1980---,
 PN1187'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN1187'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,
 PN1187'4.5 METERS (14.6 FT) EAST-NORTHEAST FROM A 12-INCH OAK TREE AND
 PN1187'1.2 METERS (4.0 FT) SOUTH FROM A METAL WITNESS POST.
 PN1187'MARK IS LEVEL WITH STATION.
 PN1187'
 PN1187'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 PN1187'STAMPED---BERGEN NO 2 1980---,
 PN1187'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN1187'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
 PN1187'0.76 METER (2.5 FT) WEST FROM A METAL WITNESS POST.
 PN1187'MARK IS LEVEL WITH STATION.
 PN1187'
 PN1187'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.3 METERS.
 PN1187'
 PN1187'NO SUITABLE LOCATION WAS FOUND TO ESTABLISH AN AZIMUTH MARK.
 PN1187'
 PN1187'COUNTY TRUNK C, FROM THE FORK MENTION NEAR THE LAST PORTION
 PN1187'OF THE DESCRIPTION ON PAST THE STATION SITE, WAS UNDER
 PN1187'CONSTRUCTION AT THIS TIME.
 PN1187
 PN1187                          STATION RECOVERY (2005)
 PN1187
 PN1187'RECOVERY NOTE BY US POWER SQUADRON 2005 (DS)
 PN1187'STATION IS WEST ON COUNTY HWY C 5.5 MILES, NOT .55. AND IS NEXT TO
 PN1187'WHITE BIRCH TREE. RM2 IS 75 FEET FROM CENTER OF COUNTY HWY C.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5178 ***********************************************************************
 DH5178  DESIGNATION -  BERGEN N GPS
 DH5178  PID         -  DH5178
 DH5178  STATE/COUNTY-  WI/VERNON
 DH5178  USGS QUAD   -  STODDARD (1983)
 DH5178
 DH5178                         *CURRENT SURVEY CONTROL
 DH5178  ___________________________________________________________________
 DH5178* NAD 83(1997)-  43 42 14.56928(N)    091 09 13.30288(W)     ADJUSTED  
 DH5178* NAVD 88     -                                                        
 DH5178  ___________________________________________________________________
 DH5178  X           -     -92,988.880 (meters)                     COMP
 DH5178  Y           -  -4,617,467.489 (meters)                     COMP
 DH5178  Z           -   4,384,518.117 (meters)                     COMP
 DH5178  LAPLACE CORR-          -7.46  (seconds)                    DEFLEC99
 DH5178  ELLIP HEIGHT-         201.97  (meters)          (08/01/05) GPS OBS
 DH5178  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 DH5178
 DH5178  HORZ ORDER  -  FIRST
 DH5178  ELLP ORDER  -  SECOND    CLASS I
 DH5178
 DH5178.The horizontal coordinates were established by GPS observations
 DH5178.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5178
 DH5178
 DH5178.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5178
 DH5178.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5178
 DH5178.The ellipsoidal height was determined by GPS observations
 DH5178.and is referenced to NAD 83.
 DH5178
 DH5178.The geoid height was determined by GEOID03.
 DH5178
 DH5178;                    North         East     Units Scale Factor Converg.
 DH5178;SPC WI S     -   189,948.352   507,015.719   MT  0.99994649   -0 47 33.7
 DH5178;SPC WI S     -   623,188.88  1,663,434.07   sFT  0.99994649   -0 47 33.7
 DH5178;UTM  15      - 4,840,659.203   648,760.865   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  =   0.99984053
 DH5178
 DH5178                          SUPERSEDED SURVEY CONTROL
 DH5178
 DH5178.No superseded survey control is available for this station.
 DH5178
 DH5178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ4876140659(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5178+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5178
 DH5178  HISTORY     - Date     Condition        Report By
 DH5178  HISTORY     - 2003     MONUMENTED       WIDT
 DH5178
 DH5178                          STATION DESCRIPTION
 DH5178
 DH5178'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5178'OWNERSHIP--TOWNSHIP OF BERGEN.  TO REACH THE STATION FROM THE
 DH5178'JUNCTION OF US HIGHWAY 14 AND US HIGHWAY 61 WITH COUNTY HIGHWAY N
 DH5178'ABOUT 3 MI  WEST-NORTHWEST OF THE VILLAGE OF COON VALLEY, GO NORTHWEST
 DH5178'ON US HIGHWAY 14 AND US  HIGHWAY 61 FOR 0.1 MI TO BRINKMAN RIDGE ROAD
 DH5178'ON THE LEFT, TURN LEFT AND GO WESTERLY ON  BRINKMAN RIDGE ROAD FOR 3.2
 DH5178'MI TO COUNTY HIGHWAY K, TURN RIGHT AND GO WEST ON COUNTY  HIGHWAY K
 DH5178'FOR 1.0 MI TO KIREIBICH LANE ON THE LEFT, TURN LEFT AND GO
 DH5178'WEST-SOUTHWEST FOR  0.1 MI TO THE STATION ON THE RIGHT.  THE STATION
 DH5178'IS A  BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC  SURVEY
 DH5178'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DH5178'ABOUT  LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 7.2 M NORTH OF
 DH5178'THE CENTERLINE OF KIREIBICH  LANE, 28 M WEST OF A FIELD ENTRANCE--,
 DH5178'16.4 M NORTHEAST OF A TELEPHONE PEDESTAL, 1.0 M  SOUTH OF AN  ORANGE
 DH5178'4X4  PLASTIC WITNESS POST, 1.0 M NORTHEAST OF AN  ORANGE 4X4  PLASTIC
 DH5178'WITNESS POST AND 1.0 M NORTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS
 DH5178'POST.   ---NOTE---THIS  STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING
 DH5178'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5177 ***********************************************************************
 DH5177  DESIGNATION -  BERGEN S GPS
 DH5177  PID         -  DH5177
 DH5177  STATE/COUNTY-  WI/VERNON
 DH5177  USGS QUAD   -  GENOA (1983)
 DH5177
 DH5177                         *CURRENT SURVEY CONTROL
 DH5177  ___________________________________________________________________
 DH5177* NAD 83(1997)-  43 36 44.41197(N)    091 09 29.95531(W)     ADJUSTED  
 DH5177* NAVD 88     -                                                        
 DH5177  ___________________________________________________________________
 DH5177  X           -     -93,505.690 (meters)                     COMP
 DH5177  Y           -  -4,624,583.244 (meters)                     COMP
 DH5177  Z           -   4,377,231.908 (meters)                     COMP
 DH5177  LAPLACE CORR-          -8.04  (seconds)                    DEFLEC99
 DH5177  ELLIP HEIGHT-         326.44  (meters)          (08/01/05) GPS OBS
 DH5177  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 DH5177
 DH5177  HORZ ORDER  -  FIRST
 DH5177  ELLP ORDER  -  SECOND    CLASS I
 DH5177
 DH5177.The horizontal coordinates were established by GPS observations
 DH5177.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5177
 DH5177
 DH5177.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5177
 DH5177.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5177
 DH5177.The ellipsoidal height was determined by GPS observations
 DH5177.and is referenced to NAD 83.
 DH5177
 DH5177.The geoid height was determined by GEOID03.
 DH5177
 DH5177;                    North         East     Units Scale Factor Converg.
 DH5177;SPC WI S     -   179,765.555   506,501.399   MT  0.99993932   -0 47 45.2
 DH5177;SPC WI S     -   589,780.83  1,661,746.67   sFT  0.99993932   -0 47 45.2
 DH5177;UTM  15      - 4,830,465.202   648,614.260   MT  0.99987167   +1 16 14.1
 DH5177
 DH5177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5177!SPC WI S     -   0.99994881  x   0.99993932  =   0.99988814
 DH5177!UTM  15      -   0.99994881  x   0.99987167  =   0.99982049
 DH5177
 DH5177                          SUPERSEDED SURVEY CONTROL
 DH5177
 DH5177.No superseded survey control is available for this station.
 DH5177
 DH5177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ4861430465(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5177+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5177
 DH5177  HISTORY     - Date     Condition        Report By
 DH5177  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0978 ***********************************************************************
 OM0978  DESIGNATION -  BERLIN
 OM0978  PID         -  OM0978
 OM0978  STATE/COUNTY-  WI/WAUSHARA
 OM0978  USGS QUAD   -  FAIRBURN (1984)
 OM0978
 OM0978                         *CURRENT SURVEY CONTROL
 OM0978  ___________________________________________________________________
 OM0978* NAD 83(1991)-  43 58 59.49801(N)    089 03 10.29470(W)     ADJUSTED  
 OM0978* NAVD 88     -       242.     (meters)     794.     (feet)  SCALED    
 OM0978  ___________________________________________________________________
 OM0978  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 OM0978  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 OM0978
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0978
 OM0978.The geoid height was determined by GEOID03.
 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     -   0.99996774  x   0.99998411  =   0.99995185
 OM0978!UTM  16      -   0.99996774  x   0.99993337  =   0.99990111
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0978.See file dsdata.txt to determine how the superseded data were derived.
 OM0978
 OM0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP3536672055(NAD 83)
 OM0978_MARKER: DS = TRIANGULATION STATION DISK
 OM0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 OM0977 ***********************************************************************
 OM0977  DESIGNATION -  BERLIN CARNATION CO STACK
 OM0977  PID         -  OM0977
 OM0977  STATE/COUNTY-  WI/GREEN LAKE
 OM0977  USGS QUAD   -  BERLIN (1980)
 OM0977
 OM0977                         *CURRENT SURVEY CONTROL
 OM0977  ___________________________________________________________________
 OM0977* NAD 83(1991)-  43 57 43.54070(N)    088 56 25.07710(W)     ADJUSTED  
 OM0977* NAVD 88     -                                                        
 OM0977  ___________________________________________________________________
 OM0977  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 OM0977  GEOID HEIGHT-         -36.24  (meters)                     GEOID03
 OM0977
 OM0977  HORZ ORDER  -  THIRD
 OM0977
 OM0977.The horizontal coordinates were established by classical geodetic methods
 OM0977.and adjusted by the National Geodetic Survey in November 1991..
 OM0977
 OM0977
 OM0977.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0977
 OM0977.The geoid height was determined by GEOID03.
 OM0977
 OM0977;                    North         East     Units Scale Factor Converg.
 OM0977;SPC WI S     -   218,515.806   685,044.708   MT  0.99998044   +0 43 41.2
 OM0977;SPC WI S     -   716,913.94  2,247,517.51   sFT  0.99998044   +0 43 41.2
 OM0977;UTM  16      - 4,869,492.815   344,338.107   MT  0.99989802   -1 20 49.9
 OM0977
 OM0977                          SUPERSEDED SURVEY CONTROL
 OM0977
 OM0977  NAD 83(1986)-  43 57 43.53689(N)    088 56 25.08184(W) AD(       ) 4
 OM0977  NAD 27      -  43 57 43.62000(N)    088 56 24.67000(W) AD(       ) 3
 OM0977
 OM0977.Superseded values are not recommended for survey control.
 OM0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0977.See file dsdata.txt to determine how the superseded data were derived.
 OM0977
 OM0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4433869493(NAD 83)
 OM0977
 OM0977  HISTORY     - Date     Condition        Report By
 OM0977  HISTORY     - 1954     MONUMENTED       CGS
 OM0977  HISTORY     - 19970215 MARK NOT FOUND   USPSQD
 OM0977  HISTORY     - 20040102 MARK NOT FOUND   USPSQD
 OM0977
 OM0977                          STATION DESCRIPTION
 OM0977
 OM0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 OM0977'THE STATION IS LOCATED AT THE SOUTHEAST EDGE OF BERLINE, IT IS
 OM0977'A ROUND BRICK STACK ABOUT 90 FEET HIGH.
 OM0977'
 OM0977'THE POINT INTERSECTED WAS THE TOP OF THE STACK.
 OM0977'
 OM0977'TO REACH FROM THE JUNCTION OF STATE ROUTE 116 AND 49 AT THE
 OM0977'EAST EDGE OF BERLIN, GO SOUTH ON STATE ROUTE 49 FOR 0.35
 OM0977'MILE TO THE JUNCTION OF STATE ROUTE 49 AND COUNTY ROUTE F.
 OM0977'HERE CONTINUE EAST ON COUNTY ROUTE F FOR 0.15 MILE AND THE
 OM0977'STATION ON THE RIGHT.
 OM0977
 OM0977                          STATION RECOVERY (1997)
 OM0977
 OM0977'RECOVERY NOTE BY US POWER SQUADRON 1997
 OM0977'MARK NOT FOUND.
 OM0977
 OM0977                          STATION RECOVERY (2004)
 OM0977
 OM0977'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 OM0977'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 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  USGS QUAD   -  BERLIN (1980)
 DF6023
 DF6023                         *CURRENT SURVEY CONTROL
 DF6023  ___________________________________________________________________
 DF6023* NAD 83(1997)-  43 54 48.19080(N)    088 53 23.66078(W)     ADJUSTED  
 DF6023* NAVD 88     -       286.40   (meters)     939.6    (feet)  GPS OBS   
 DF6023  ___________________________________________________________________
 DF6023  X           -      89,163.770 (meters)                     COMP
 DF6023  Y           -  -4,601,472.835 (meters)                     COMP
 DF6023  Z           -   4,401,337.370 (meters)                     COMP
 DF6023  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 DF6023  ELLIP HEIGHT-         250.25  (meters)          (06/11/03) GPS OBS
 DF6023  GEOID HEIGHT-         -36.14  (meters)                     GEOID03
 DF6023
 DF6023  HORZ ORDER  -  FIRST
 DF6023  ELLP ORDER  -  THIRD     CLASS I
 DF6023
 DF6023.The horizontal coordinates were established by GPS observations
 DF6023.and adjusted by the National Geodetic Survey in June 2003..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6023
 DF6023.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6023
 DF6023.The ellipsoidal height was determined by GPS observations
 DF6023.and is referenced to NAD 83.
 DF6023
 DF6023.The geoid height was determined by GEOID03.
 DF6023
 DF6023;                    North         East     Units Scale Factor Converg.
 DF6023;SPC WI S     -   213,157.001   689,160.767   MT  0.99997247   +0 45 45.9
 DF6023;SPC WI S     -   699,332.59  2,261,021.62   sFT  0.99997247   +0 45 45.9
 DF6023;UTM  16      - 4,863,988.993   348,257.145   MT  0.99988321   -1 18 39.7
 DF6023
 DF6023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6023!SPC WI S     -   0.99996076  x   0.99997247  =   0.99993323
 DF6023!UTM  16      -   0.99996076  x   0.99988321  =   0.99984398
 DF6023
 DF6023                          SUPERSEDED SURVEY CONTROL
 DF6023
 DF6023.No superseded survey control is available for this station.
 DF6023
 DF6023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4825763989(NAD 83)
 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
 DF6023'8 KM SOUTHEAST OF BERLIN.  OWNERSHIP--TOWN OF BERLIN.  TO REACH THE
 DF6023'STATION FROM THE
 DF6023'JUNCTION OF STATE HIGHWAY 23 WITH COUNTY HIGHWAY PP ABOUT 2 KM WEST OF
 DF6023'THE CITY OF
 DF6023'RIPON, GO NORTH ON COUNTY HIGHWAY PP FOR 7.5 KM TO WEST HILLSIDE ROAD,
 DF6023'TURN RIGHT AND
 DF6023'GO EAST ON WEST HILLSIDE ROAD FOR 1.3 KM TO THE STATION ON THE RIGHT.
 DF6023'THE STATION IS A
 DF6023'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF6023'STATION DISK
 DF6023'SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4
 DF6023'M AND ABOUT LEVEL
 DF6023'WITH THE ROAD PAVEMENT.  THE STATION IS 9.2 M SOUTH OF THE CENTERLINE
 DF6023'OF WEST HILLSIDE
 DF6023'ROAD, 51.4 M SOUTHEAST OF A POWER POLE --17-13-25 41/13 WP+L--, 23.3 M
 DF6023'SOUTHWEST OF A POWER
 DF6023'POLE --17-13-25 43/13 WP+L--, 2 M NORTH OF A CULTIVATED FIELD, 1.0 M
 DF6023'NORTH OF A WHITE PLASTIC
 DF6023'WITNESS POST, 1.0 M EAST, 1.0 M WEST, AND 1.0 M SOUTH OF THREE 4X4
 DF6023'ORANGE PLASTIC WITNESS
 DF6023'POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DF6023'HIGHER THAN 15
 DF6023'DEGREES ABOVE THE HORIZON.
 DF6023' 
 DF6023' 
 DF6023' 
 DF6023' 
 DF6023'
 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'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.2 MILE WEST OF N
 DF6023'HILLSIDE ROAD ON W. HILLSIDE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 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  USGS QUAD   -  BERLIN (1980)
 OM1255
 OM1255                         *CURRENT SURVEY CONTROL
 OM1255  ___________________________________________________________________
 OM1255* NAD 83(1997)-  43 56 34.42051(N)    088 56 47.21636(W)     ADJUSTED  
 OM1255* NAVD 88     -       284.346  (meters)     932.89   (feet)  ADJUSTED  
 OM1255  ___________________________________________________________________
 OM1255  X           -      84,580.840 (meters)                     COMP
 OM1255  Y           -  -4,599,282.734 (meters)                     COMP
 OM1255  Z           -   4,403,697.323 (meters)                     COMP
 OM1255  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 OM1255  ELLIP HEIGHT-         248.11  (meters)          (04/28/99) GPS OBS
 OM1255  GEOID HEIGHT-         -36.21  (meters)                     GEOID03
 OM1255  DYNAMIC HT  -         284.283 (meters)     932.69  (feet)  COMP
 OM1255  MODELED GRAV-     980,391.9   (mgal)                       NAVD 88
 OM1255
 OM1255  HORZ ORDER  -  A
 OM1255  VERT ORDER  -  SECOND    CLASS I
 OM1255  ELLP ORDER  -  THIRD     CLASS I
 OM1255
 OM1255.The horizontal coordinates were established by GPS observations
 OM1255.and adjusted by the National Geodetic Survey in April 1999..
 OM1255
 OM1255.The orthometric height was determined by differential leveling
 OM1255.and adjusted by the National Geodetic Survey in May 2003..
 OM1255
 OM1255.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1255
 OM1255.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1255
 OM1255.The ellipsoidal height was determined by GPS observations
 OM1255.and is referenced to NAD 83.
 OM1255
 OM1255.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OM1255;SPC WI S     -   216,376.425   684,578.144   MT  0.99997721   +0 43 26.0
 OM1255;SPC WI S     -   709,894.99  2,245,986.79   sFT  0.99997721   +0 43 26.0
 OM1255;UTM  16      - 4,867,371.899   343,794.426   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  =   0.99986121
 OM1255
 OM1255                          SUPERSEDED SURVEY CONTROL
 OM1255
 OM1255  NAD 83(1991)-  43 56 34.41979(N)    088 56 47.21539(W) AD(       ) B
 OM1255  ELLIP H (06/11/91)  248.23   (m)                       GP(       ) 4 1
 OM1255  NAVD 88 (06/11/03)  284.35   (m)          932.9    (f) LEVELING    3  
 OM1255  NGVD 29 (06/11/91)  284.4    (m)          933.     (f) GPS OBS        
 OM1255
 OM1255.Superseded values are not recommended for survey control.
 OM1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1255.See file dsdata.txt to determine how the superseded data were derived.
 OM1255
 OM1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4379467372(NAD 83)
 OM1255_MARKER: DH = HORIZONTAL CONTROL DISK
 OM1255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1255_SP_SET: CONCRETE POST
 OM1255_STAMPING: BERLIN GPS 1989
 OM1255_MARK LOGO: NGS   
 OM1255_PROJECTION: FLUSH
 OM1255_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM1255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1255+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2006
 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     - 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
 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 (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.  ADD-- 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7391 ***********************************************************************
 DE7391  DESIGNATION -  BERLIN GPS AZ MK
 DE7391  PID         -  DE7391
 DE7391  STATE/COUNTY-  WI/GREEN LAKE
 DE7391  USGS QUAD   -  BERLIN (1980)
 DE7391
 DE7391                         *CURRENT SURVEY CONTROL
 DE7391  ___________________________________________________________________
 DE7391* NAD 83(1986)-  43 56 10.     (N)    088 56 47.     (W)     SCALED    
 DE7391* NAVD 88     -       276.353  (meters)     906.67   (feet)  ADJUSTED  
 DE7391  ___________________________________________________________________
 DE7391  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 DE7391  DYNAMIC HT  -         276.292 (meters)     906.47  (feet)  COMP
 DE7391  MODELED GRAV-     980,391.0   (mgal)                       NAVD 88
 DE7391
 DE7391  VERT ORDER  -  SECOND    CLASS I
 DE7391
 DE7391.The horizontal coordinates were scaled from a topographic map and have
 DE7391.an estimated accuracy of +/- 6 seconds.
 DE7391
 DE7391.The orthometric height was determined by differential leveling
 DE7391.and adjusted by the National Geodetic Survey in May 2003..
 DE7391
 DE7391.The geoid height was determined by GEOID03.
 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     -   215,620.      684,590.      MT  (+/- 180 meters Scaled)
 DE7391
 DE7391                          SUPERSEDED SURVEY CONTROL
 DE7391
 DE7391.No superseded survey control is available for this station.
 DE7391
 DE7391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP437666(NAD 83)
 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 = OCTOBER  7, 2006
 DH5619 ***********************************************************************
 DH5619  DESIGNATION -  BERLIN SOUTH GPS
 DH5619  PID         -  DH5619
 DH5619  STATE/COUNTY-  WI/GREEN LAKE
 DH5619  USGS QUAD   -  BERLIN (1980)
 DH5619
 DH5619                         *CURRENT SURVEY CONTROL
 DH5619  ___________________________________________________________________
 DH5619* NAD 83(1997)-  43 54 19.40449(N)    088 58 25.34741(W)     ADJUSTED  
 DH5619* NAVD 88     -                                                        
 DH5619  ___________________________________________________________________
 DH5619  X           -      82,443.902 (meters)                     COMP
 DH5619  Y           -  -4,602,180.149 (meters)                     COMP
 DH5619  Z           -   4,400,664.276 (meters)                     COMP
 DH5619  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 DH5619  ELLIP HEIGHT-         202.68  (meters)          (08/01/05) GPS OBS
 DH5619  GEOID HEIGHT-         -36.15  (meters)                     GEOID03
 DH5619
 DH5619  HORZ ORDER  -  FIRST
 DH5619  ELLP ORDER  -  SECOND    CLASS I
 DH5619
 DH5619.The horizontal coordinates were established by GPS observations
 DH5619.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5619
 DH5619
 DH5619.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5619
 DH5619.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5619
 DH5619.The ellipsoidal height was determined by GPS observations
 DH5619.and is referenced to NAD 83.
 DH5619
 DH5619.The geoid height was determined by GEOID03.
 DH5619
 DH5619;                    North         East     Units Scale Factor Converg.
 DH5619;SPC WI S     -   212,182.410   682,441.242   MT  0.99997123   +0 42 18.6
 DH5619;SPC WI S     -   696,135.12  2,238,975.97   sFT  0.99997123   +0 42 18.6
 DH5619;UTM  16      - 4,863,258.274   341,507.263   MT  0.99990897   -1 22 08.4
 DH5619
 DH5619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5619!SPC WI S     -   0.99996822  x   0.99997123  =   0.99993945
 DH5619!UTM  16      -   0.99996822  x   0.99990897  =   0.99987719
 DH5619
 DH5619                          SUPERSEDED SURVEY CONTROL
 DH5619
 DH5619.No superseded survey control is available for this station.
 DH5619
 DH5619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4150763258(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5619+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2003
 DH5619
 DH5619  HISTORY     - Date     Condition        Report By
 DH5619  HISTORY     - 1994     MONUMENTED       WI-047
 DH5619  HISTORY     - 20030819 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0976 ***********************************************************************
 OM0976  DESIGNATION -  BERLIN ST STANISLAUS CATH CH
 OM0976  PID         -  OM0976
 OM0976  STATE/COUNTY-  WI/GREEN LAKE
 OM0976  USGS QUAD   -  BERLIN (1980)
 OM0976
 OM0976                         *CURRENT SURVEY CONTROL
 OM0976  ___________________________________________________________________
 OM0976* NAD 83(1991)-  43 58 15.32672(N)    088 56 49.16790(W)     ADJUSTED  
 OM0976* NAVD 88     -                                                        
 OM0976  ___________________________________________________________________
 OM0976  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 OM0976  GEOID HEIGHT-         -36.26  (meters)                     GEOID03
 OM0976
 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
 OM0976.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0976
 OM0976.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 OM0976
 OM0976  NAD 83(1986)-  43 58 15.32304(N)    088 56 49.17249(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0976.See file dsdata.txt to determine how the superseded data were derived.
 OM0976
 OM0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4382470486(NAD 83)
 OM0976
 OM0976  HISTORY     - Date     Condition        Report By
 OM0976  HISTORY     - 1954     MONUMENTED       CGS
 OM0976  HISTORY     - 19970215 GOOD             USPSQD
 OM0976  HISTORY     - 20021223 GOOD             USPSQD
 OM0976  HISTORY     - 20040318 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0655 ***********************************************************************
 RM0655  DESIGNATION -  BERNARD
 RM0655  PID         -  RM0655
 RM0655  STATE/COUNTY-  WI/IRON
 RM0655  USGS QUAD   -  IRONWOOD (1981)
 RM0655
 RM0655                         *CURRENT SURVEY CONTROL
 RM0655  ___________________________________________________________________
 RM0655* NAD 83(1991)-  46 27 19.25461(N)    090 11 10.51091(W)     ADJUSTED  
 RM0655* NAVD 88     -       445.     (meters)    1460.     (feet)  SCALED    
 RM0655  ___________________________________________________________________
 RM0655  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 RM0655  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 RM0655
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0655
 RM0655.The geoid height was determined by GEOID03.
 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     -   0.99993506  x   0.99995792  =   0.99989298
 RM0655!UTM  15      -   0.99993506  x   1.00017394  =   1.00010899
 RM0655
 RM0655:                Primary Azimuth Mark                     Grid Az
 RM0655:SPC WI N     -  HURLEY ST MARYS CATHOLIC CH              178 11 13.9
 RM0655:UTM  15      -  HURLEY ST MARYS CATHOLIC CH              176 00 45.1
 RM0655
 RM0655|---------------------------------------------------------------------|
 RM0655| PID    Reference Object                     Distance      Geod. Az  |
 RM0655|                                                           dddmmss.s |
 RM0655| RM0652 HURLEY ST MARYS CATHOLIC CH         APPROX. 0.8 KM 1780310.2 |
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0655.See file dsdata.txt to determine how the superseded data were derived.
 RM0655
 RM0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM1607648489(NAD 83)
 RM0655_MARKER: DS = TRIANGULATION STATION DISK
 RM0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 PN1184 ***********************************************************************
 PN1184  DESIGNATION -  BERNDT
 PN1184  PID         -  PN1184
 PN1184  STATE/COUNTY-  WI/PORTAGE
 PN1184  USGS QUAD   -  ROCKY RUN (1991)
 PN1184
 PN1184                         *CURRENT SURVEY CONTROL
 PN1184  ___________________________________________________________________
 PN1184* NAD 83(1991)-  44 35 54.53834(N)    089 42 39.02538(W)     ADJUSTED  
 PN1184* NAVD 88     -       353.2    (meters)    1159.     (feet)  VERTCON   
 PN1184  ___________________________________________________________________
 PN1184  LAPLACE CORR-          -7.58  (seconds)                    DEFLEC99
 PN1184  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 PN1184
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1184
 PN1184.The geoid height was determined by GEOID03.
 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     -   0.99995017  x   0.99995239  =   0.99990256
 PN1184!UTM  16      -   0.99995017  x   1.00016924  =   1.00011940
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1184.See file dsdata.txt to determine how the superseded data were derived.
 PN1184
 PN1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ8485641923(NAD 83)
 PN1184_MARKER: DH = HORIZONTAL CONTROL DISK
 PN1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 DG3903 ***********************************************************************
 DG3903  DESIGNATION -  BERNTSEN
 DG3903  PID         -  DG3903
 DG3903  STATE/COUNTY-  WI/DANE
 DG3903  USGS QUAD   -  DE FOREST (1983)
 DG3903
 DG3903                         *CURRENT SURVEY CONTROL
 DG3903  ___________________________________________________________________
 DG3903* NAD 83(1986)-  43 09 12.     (N)    089 19 15.     (W)     SCALED    
 DG3903* NAVD 88     -       271.783  (meters)     891.67   (feet)  ADJUSTED  
 DG3903  ___________________________________________________________________
 DG3903  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 DG3903  DYNAMIC HT  -         271.710 (meters)     891.44  (feet)  COMP
 DG3903  MODELED GRAV-     980,348.1   (mgal)                       NAVD 88
 DG3903
 DG3903  VERT ORDER  -  SECOND    CLASS I
 DG3903
 DG3903.The horizontal coordinates were scaled from a topographic map and have
 DG3903.an estimated accuracy of +/- 6 seconds.
 DG3903
 DG3903.The orthometric height was determined by differential leveling
 DG3903.and adjusted by the National Geodetic Survey in February 2004..
 DG3903
 DG3903.The geoid height was determined by GEOID03.
 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     -   128,350.      655,240.      MT  (+/- 180 meters Scaled)
 DG3903
 DG3903                          SUPERSEDED SURVEY CONTROL
 DG3903
 DG3903.No superseded survey control is available for this station.
 DG3903
 DG3903_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN113804(NAD 83)
 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 - 2001
 DG3903
 DG3903  HISTORY     - Date     Condition        Report By
 DG3903  HISTORY     - UNK      MONUMENTED
 DG3903  HISTORY     - 2001     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1208 ***********************************************************************
 PN1208  DESIGNATION -  BERRY
 PN1208  PID         -  PN1208
 PN1208  STATE/COUNTY-  WI/MARATHON
 PN1208  USGS QUAD   -  DANCY (1991)
 PN1208
 PN1208                         *CURRENT SURVEY CONTROL
 PN1208  ___________________________________________________________________
 PN1208* NAD 83(1991)-  44 41 33.41906(N)    089 38 31.20493(W)     ADJUSTED  
 PN1208* NAVD 88     -       345.0    (meters)    1132.     (feet)  VERTCON   
 PN1208  ___________________________________________________________________
 PN1208  LAPLACE CORR-          -6.11  (seconds)                    DEFLEC99
 PN1208  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 PN1208
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1208
 PN1208.The geoid height was determined by GEOID03.
 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  =   0.99989726
 PN1208!UTM  16      -   0.99995145  x   1.00013894  =   1.00009038
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1208.See file dsdata.txt to determine how the superseded data were derived.
 PN1208
 PN1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ9065952201(NAD 83)
 PN1208_MARKER: DE = TRAVERSE STATION DISK
 PN1208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1208_SP_SET: 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 = OCTOBER  7, 2006
 AB2346 ***********************************************************************
 AB2346  DESIGNATION -  BEVER
 AB2346  PID         -  AB2346
 AB2346  STATE/COUNTY-  WI/POLK
 AB2346  USGS QUAD   -  ST CROIX DALLES (1978)
 AB2346
 AB2346                         *CURRENT SURVEY CONTROL
 AB2346  ___________________________________________________________________
 AB2346* NAD 83(1991)-  45 24 44.85015(N)    092 38 45.80594(W)     ADJUSTED  
 AB2346* NAVD 88     -       239.0    (meters)     784.     (feet)  VERTCON   
 AB2346  ___________________________________________________________________
 AB2346  X           -    -207,064.181 (meters)                     COMP
 AB2346  Y           -  -4,480,427.682 (meters)                     COMP
 AB2346  Z           -   4,519,795.002 (meters)                     COMP
 AB2346  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 AB2346  ELLIP HEIGHT-         211.39  (meters)          (03/16/99) GPS OBS
 AB2346  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 AB2346
 AB2346  HORZ ORDER  -  SECOND
 AB2346  ELLP ORDER  -  FOURTH    CLASS I
 AB2346
 AB2346.The horizontal coordinates were established by GPS observations
 AB2346.and adjusted by the National Geodetic Survey in March 1999..
 AB2346
 AB2346.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB2346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB2346
 AB2346.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2346
 AB2346.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2346
 AB2346.The ellipsoidal height was determined by GPS observations
 AB2346.and is referenced to NAD 83.
 AB2346
 AB2346.The geoid height was determined by GEOID03.
 AB2346
 AB2346;                    North         East     Units Scale Factor Converg.
 AB2346;SPC WI C     -   178,850.504   392,908.912   MT  0.99998450   -1 52 01.2
 AB2346;SPC WI C     -   586,778.70  1,289,068.66   sFT  0.99998450   -1 52 01.2
 AB2346;UTM  15      - 5,028,831.882   527,695.235   MT  0.99960943   +0 15 07.5
 AB2346
 AB2346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2346!SPC WI C     -   0.99996686  x   0.99998450  =   0.99995136
 AB2346!UTM  15      -   0.99996686  x   0.99960943  =   0.99957630
 AB2346
 AB2346                          SUPERSEDED SURVEY CONTROL
 AB2346
 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)          784.     (f) GPS OBS        
 AB2346
 AB2346.Superseded values are not recommended for survey control.
 AB2346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2346.See file dsdata.txt to determine how the superseded data were derived.
 AB2346
 AB2346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2769528832(NAD 83)
 AB2346_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AB2346_SETTING: 66 = SET IN ROCK OUTCROP
 AB2346_STAMPING: BENCHMARK NO
 AB2346_MARK LOGO: WIRRC 
 AB2346_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB2346_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB2346+STABILITY: POSITION/ELEVATION WELL
 AB2346_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB2346+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2005
 AB2346
 AB2346  HISTORY     - Date     Condition        Report By
 AB2346  HISTORY     - UNK      MONUMENTED       WIRRC
 AB2346  HISTORY     - 19910714 GOOD             MNDT
 AB2346  HISTORY     - 20051029 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0167 ***********************************************************************
 QN0167  DESIGNATION -  BEVERLY
 QN0167  PID         -  QN0167
 QN0167  STATE/COUNTY-  WI/SAWYER
 QN0167  USGS QUAD   -  HAUER (1971)
 QN0167
 QN0167                         *CURRENT SURVEY CONTROL
 QN0167  ___________________________________________________________________
 QN0167* NAD 83(1991)-  45 47 01.32970(N)    091 22 39.39665(W)     ADJUSTED  
 QN0167* NAVD 88     -       400.616  (meters)    1314.35   (feet)  ADJUSTED  
 QN0167  ___________________________________________________________________
 QN0167  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 QN0167  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 QN0167  DYNAMIC HT  -         400.596 (meters)    1314.29  (feet)  COMP
 QN0167  MODELED GRAV-     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
 QN0167.and adjusted by the National Geodetic Survey in June 1991..
 QN0167
 QN0167.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0167
 QN0167.The geoid height was determined by GEOID03.
 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;                    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     -   0.99994187  x   0.99996769  =   0.99990956
 QN0167!UTM  15      -   0.99994187  x   0.99979553  =   0.99973741
 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  NGVD 29 (??/??/92)  400.649  (m)         1314.46   (f) ADJ UNCH    1 2
 QN0167
 QN0167.Superseded values are not recommended for survey control.
 QN0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0167.See file dsdata.txt to determine how the superseded data were derived.
 QN0167
 QN0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL2611471296(NAD 83)
 QN0167_MARKER: DS = TRIANGULATION STATION DISK
 QN0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0167_STAMPING: BEVERLY 1921
 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             NGS
 QN0167  HISTORY     - 1934     GOOD             NGS
 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 NATIONAL 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 NATIONAL 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 = OCTOBER  7, 2006
 QM0138 ***********************************************************************
 QM0138  DESIGNATION -  BIEBEL
 QM0138  PID         -  QM0138
 QM0138  STATE/COUNTY-  WI/FOREST
 QM0138  USGS QUAD   -  NEWALD (1981)
 QM0138
 QM0138                         *CURRENT SURVEY CONTROL
 QM0138  ___________________________________________________________________
 QM0138* NAD 83(1991)-  45 39 21.19078(N)    088 41 37.19687(W)     ADJUSTED  
 QM0138* NAVD 88     -       470.730  (meters)    1544.39   (feet)  ADJUSTED  
 QM0138  ___________________________________________________________________
 QM0138  LAPLACE CORR-          -6.51  (seconds)                    DEFLEC99
 QM0138  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 QM0138  DYNAMIC HT  -         470.705 (meters)    1544.30  (feet)  COMP
 QM0138  MODELED GRAV-     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
 QM0138.and adjusted by the National Geodetic Survey in June 1991..
 QM0138
 QM0138.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0138
 QM0138.The geoid height was determined by GEOID03.
 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;                    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     -   0.99993145  x   0.99998500  =   0.99991646
 QM0138!UTM  16      -   0.99993145  x   0.99981407  =   0.99974554
 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  NGVD 29 (??/??/92)  470.720  (m)         1544.35   (f) ADJ UNCH    1 2
 QM0138
 QM0138.Superseded values are not recommended for survey control.
 QM0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0138.See file dsdata.txt to determine how the superseded data were derived.
 QM0138
 QM0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR6804557210(NAD 83)
 QM0138_MARKER: DS = TRIANGULATION STATION DISK
 QM0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0138_STAMPING: ELEV 1544.354 FT BIEBEL 1921
 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             NGS
 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 NATIONAL 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 = OCTOBER  7, 2006
 RM0711 ***********************************************************************
 RM0711  DESIGNATION -  BIG BAY
 RM0711  PID         -  RM0711
 RM0711  STATE/COUNTY-  WI/ASHLAND
 RM0711  USGS QUAD   -  MADELINE ISLAND (1975)
 RM0711
 RM0711                         *CURRENT SURVEY CONTROL
 RM0711  ___________________________________________________________________
 RM0711* NAD 83(1991)-  46 47 41.68563(N)    090 39 07.41479(W)     ADJUSTED  
 RM0711* NAVD 88     -       188.8    (meters)     619.     (feet)  VERTCON   
 RM0711  ___________________________________________________________________
 RM0711  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 RM0711  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 RM0711
 RM0711  HORZ ORDER  -  SECOND
 RM0711
 RM0711.The horizontal coordinates were established by classical geodetic methods
 RM0711.and adjusted by the National Geodetic Survey in March 1999..
 RM0711
 RM0711.The NAVD 88 height was computed by applying the VERTCON shift value to
 RM0711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RM0711
 RM0711.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0711
 RM0711.The geoid height was determined by GEOID03.
 RM0711
 RM0711;                    North         East     Units Scale Factor Converg.
 RM0711;SPC WI N     -   181,182.542   550,217.800   MT  1.00000529   -0 28 13.4
 RM0711;SPC WI N     -   594,429.72  1,805,172.90   sFT  1.00000529   -0 28 13.4
 RM0711;UTM  15      - 5,185,050.738   679,182.326   MT  0.99999463   +1 42 42.8
 RM0711
 RM0711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0711!SPC WI N     -   0.99997541  x   1.00000529  =   0.99998070
 RM0711!UTM  15      -   0.99997541  x   0.99999463  =   0.99997004
 RM0711
 RM0711                          SUPERSEDED SURVEY CONTROL
 RM0711
 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  NGVD 29 (07/19/86)  188.8    (m)          619.     (f) VERT ANG       
 RM0711
 RM0711.Superseded values are not recommended for survey control.
 RM0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0711.See file dsdata.txt to determine how the superseded data were derived.
 RM0711
 RM0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM7918285051(NAD 83)
 RM0711_MARKER: DS = TRIANGULATION STATION DISK
 RM0711_SETTING: 66 = SET IN ROCK OUTCROP
 RM0711_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 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 - May 29, 2004
 RM0711
 RM0711  HISTORY     - Date     Condition        Report By
 RM0711  HISTORY     - 1978     MONUMENTED       NGS
 RM0711  HISTORY     - 20040529 GOOD             GEOCAC
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1267 ***********************************************************************
 PN1267  DESIGNATION -  BIG FLATS
 PN1267  PID         -  PN1267
 PN1267  STATE/COUNTY-  WI/ADAMS
 PN1267  USGS QUAD   -  ROCHE A CRI (1984)
 PN1267
 PN1267                         *CURRENT SURVEY CONTROL
 PN1267  ___________________________________________________________________
 PN1267* NAD 83(1991)-  44 06 41.46024(N)    089 48 27.96335(W)     ADJUSTED  
 PN1267* NAVD 88     -       302.1    (meters)     991.     (feet)  VERTCON   
 PN1267  ___________________________________________________________________
 PN1267  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 PN1267  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 PN1267
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1267
 PN1267.The geoid height was determined by GEOID03.
 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  =   1.00017914
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1267.See file dsdata.txt to determine how the superseded data were derived.
 PN1267
 PN1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7530988093(NAD 83)
 PN1267_MARKER: DE = TRAVERSE STATION DISK
 PN1267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1267_SP_SET: 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 = OCTOBER  7, 2006
 DH5655 ***********************************************************************
 DH5655  DESIGNATION -  BIG FLATS E GPS
 DH5655  PID         -  DH5655
 DH5655  STATE/COUNTY-  WI/ADAMS
 DH5655  USGS QUAD   -  ARKDALE NE (1984)
 DH5655
 DH5655                         *CURRENT SURVEY CONTROL
 DH5655  ___________________________________________________________________
 DH5655* NAD 83(1997)-  44 07 34.43472(N)    089 45 13.19249(W)     ADJUSTED  
 DH5655* NAVD 88     -                                                        
 DH5655  ___________________________________________________________________
 DH5655  X           -      19,716.471 (meters)                     COMP
 DH5655  Y           -  -4,585,875.656 (meters)                     COMP
 DH5655  Z           -   4,418,360.595 (meters)                     COMP
 DH5655  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 DH5655  ELLIP HEIGHT-         273.21  (meters)          (08/01/05) GPS OBS
 DH5655  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 DH5655
 DH5655  HORZ ORDER  -  FIRST
 DH5655  ELLP ORDER  -  SECOND    CLASS I
 DH5655
 DH5655.The horizontal coordinates were established by GPS observations
 DH5655.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5655
 DH5655
 DH5655.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5655
 DH5655.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5655
 DH5655.The ellipsoidal height was determined by GPS observations
 DH5655.and is referenced to NAD 83.
 DH5655
 DH5655.The geoid height was determined by GEOID03.
 DH5655
 DH5655;                    North         East     Units Scale Factor Converg.
 DH5655;SPC WI S     -   236,242.261   619,715.909   MT  1.00001264   +0 10 09.3
 DH5655;SPC WI S     -   775,071.48  2,033,184.61   sFT  1.00001264   +0 10 09.3
 DH5655;UTM  16      - 4,889,580.663   279,693.298   MT  1.00019696   -1 55 04.7
 DH5655
 DH5655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5655!SPC WI S     -   0.99995716  x   1.00001264  =   0.99996980
 DH5655!UTM  16      -   0.99995716  x   1.00019696  =   1.00015411
 DH5655
 DH5655                          SUPERSEDED SURVEY CONTROL
 DH5655
 DH5655.No superseded survey control is available for this station.
 DH5655
 DH5655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7969389581(NAD 83)
 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 - 2003
 DH5655
 DH5655  HISTORY     - Date     Condition        Report By
 DH5655  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5645 ***********************************************************************
 DH5645  DESIGNATION -  BIG FLATS GPS
 DH5645  PID         -  DH5645
 DH5645  STATE/COUNTY-  WI/ADAMS
 DH5645  USGS QUAD   -  ROCHE A CRI (1984)
 DH5645
 DH5645                         *CURRENT SURVEY CONTROL
 DH5645  ___________________________________________________________________
 DH5645* NAD 83(1997)-  44 07 25.28140(N)    089 49 04.12135(W)     ADJUSTED  
 DH5645* NAVD 88     -                                                        
 DH5645  ___________________________________________________________________
 DH5645  X           -      14,582.846 (meters)                     COMP
 DH5645  Y           -  -4,586,088.912 (meters)                     COMP
 DH5645  Z           -   4,418,155.219 (meters)                     COMP
 DH5645  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 DH5645  ELLIP HEIGHT-         269.52  (meters)          (08/01/05) GPS OBS
 DH5645  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 DH5645
 DH5645  HORZ ORDER  -  FIRST
 DH5645  ELLP ORDER  -  SECOND    CLASS I
 DH5645
 DH5645.The horizontal coordinates were established by GPS observations
 DH5645.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5645
 DH5645
 DH5645.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5645
 DH5645.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5645
 DH5645.The ellipsoidal height was determined by GPS observations
 DH5645.and is referenced to NAD 83.
 DH5645
 DH5645.The geoid height was determined by GEOID03.
 DH5645
 DH5645;                    North         East     Units Scale Factor Converg.
 DH5645;SPC WI S     -   235,946.547   614,582.420   MT  1.00001208   +0 07 30.7
 DH5645;SPC WI S     -   774,101.30  2,016,342.49   sFT  1.00001208   +0 07 30.7
 DH5645;UTM  16      - 4,889,472.116   274,551.423   MT  1.00022515   -1 57 45.4
 DH5645
 DH5645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5645!SPC WI S     -   0.99995774  x   1.00001208  =   0.99996982
 DH5645!UTM  16      -   0.99995774  x   1.00022515  =   1.00018288
 DH5645
 DH5645                          SUPERSEDED SURVEY CONTROL
 DH5645
 DH5645.No superseded survey control is available for this station.
 DH5645
 DH5645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7455189472(NAD 83)
 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 - 2003
 DH5645
 DH5645  HISTORY     - Date     Condition        Report By
 DH5645  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0409 ***********************************************************************
 PM0409  DESIGNATION -  BIG HILL
 PM0409  PID         -  PM0409
 PM0409  STATE/COUNTY-  WI/DOOR
 PM0409  USGS QUAD   -  STURGEON BAY EAST (1981)
 PM0409
 PM0409                         *CURRENT SURVEY CONTROL
 PM0409  ___________________________________________________________________
 PM0409* NAD 83(1991)-  44 50 25.49902(N)    087 22 09.07051(W)     ADJUSTED  
 PM0409* NAVD 88     -       216.     (meters)     709.     (feet)  SCALED    
 PM0409  ___________________________________________________________________
 PM0409  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 PM0409  GEOID HEIGHT-         -36.74  (meters)                     GEOID03
 PM0409
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0409
 PM0409.The geoid height was determined by GEOID03.
 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     -   0.99997190  x   0.99994090  =   0.99991280
 PM0409!UTM  16      -   0.99997190  x   0.99961047  =   0.99958238
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0409.See file dsdata.txt to determine how the superseded data were derived.
 PM0409
 PM0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ7082265289(NAD 83)
 PM0409_MARKER: DS = TRIANGULATION STATION DISK
 PM0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 OM0979 ***********************************************************************
 OM0979  DESIGNATION -  BIG ISLAND
 OM0979  PID         -  OM0979
 OM0979  STATE/COUNTY-  WI/GREEN LAKE
 OM0979  USGS QUAD   -  FAIRBURN (1984)
 OM0979
 OM0979                         *CURRENT SURVEY CONTROL
 OM0979  ___________________________________________________________________
 OM0979* NAD 83(1991)-  43 56 34.03861(N)    089 03 22.11685(W)     ADJUSTED  
 OM0979* NAVD 88     -       234.     (meters)     768.     (feet)  SCALED    
 OM0979  ___________________________________________________________________
 OM0979  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 OM0979  GEOID HEIGHT-         -36.18  (meters)                     GEOID03
 OM0979
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0979
 OM0979.The geoid height was determined by GEOID03.
 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     -   0.99996899  x   0.99997719  =   0.99994618
 OM0979!UTM  16      -   0.99996899  x   0.99993489  =   0.99990388
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0979.See file dsdata.txt to determine how the superseded data were derived.
 OM0979
 OM0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP3499167574(NAD 83)
 OM0979_MARKER: DS = TRIANGULATION STATION DISK
 OM0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 PN0429 ***********************************************************************
 PN0429  DESIGNATION -  BIG ROCK
 PN0429  PID         -  PN0429
 PN0429  STATE/COUNTY-  WI/PORTAGE
 PN0429  USGS QUAD   -  ARNOTT (1969)
 PN0429
 PN0429                         *CURRENT SURVEY CONTROL
 PN0429  ___________________________________________________________________
 PN0429* NAD 83(1991)-  44 27 24.93934(N)    089 28 12.35202(W)     ADJUSTED  
 PN0429* NAVD 88     -       351.301  (meters)    1152.56   (feet)  ADJUSTED  
 PN0429  ___________________________________________________________________
 PN0429  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 PN0429  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 PN0429  DYNAMIC HT  -         351.236 (meters)    1152.35  (feet)  COMP
 PN0429  MODELED GRAV-     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
 PN0429.and adjusted by the National Geodetic Survey in June 1991..
 PN0429
 PN0429.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0429
 PN0429.The geoid height was determined by GEOID03.
 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;                    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     -   0.99995054  x   0.99996732  =   0.99991786
 PN0429!UTM  16      -   0.99995054  x   1.00007493  =   1.00002547
 PN0429
 PN0429:                Primary Azimuth Mark                     Grid Az
 PN0429:SPC WI C     -  ARNOTT 1926                              089 34 17.8
 PN0429:UTM  16      -  ARNOTT 1926                              091 40 33.7
 PN0429
 PN0429|---------------------------------------------------------------------|
 PN0429| PID    Reference Object                     Distance      Geod. Az  |
 PN0429|                                                           dddmmss.s |
 PN0429| PN0430 ARNOTT 1926                         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
 PN0429.Superseded values are not recommended for survey control.
 PN0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0429.See file dsdata.txt to determine how the superseded data were derived.
 PN0429
 PN0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ0348725593(NAD 83)
 PN0429_MARKER: P = PIPE CAP
 PN0429_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PN0429_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PN0429_STAMPING: 1152.590 BIG ROCK 1926
 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 = OCTOBER  7, 2006
 NH1154 ***********************************************************************
 NH1154  DESIGNATION -  BIGFOOT
 NH1154  PID         -  NH1154
 NH1154  STATE/COUNTY-  WI/WALWORTH
 NH1154  USGS QUAD   -  HARVARD (1975)
 NH1154
 NH1154                         *CURRENT SURVEY CONTROL
 NH1154  ___________________________________________________________________
 NH1154* NAD 83(1991)-  42 29 42.66953(N)    088 36 22.66479(W)     ADJUSTED  
 NH1154* NAVD 88     -       289.37   (+/-2cm)     949.4    (feet)  VERTCON   
 NH1154  ___________________________________________________________________
 NH1154  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 NH1154  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 NH1154
 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.The vertical order pertains to the NGVD 29 superseded value.
 NH1154
 NH1154.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1154
 NH1154.The geoid height was determined by GEOID03.
 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;SPC IL E     -   647,141.656   277,561.589   MT  0.99998119   -0 11 03.8
 NH1154;SPC IL E     - 2,123,163.92    910,633.31   sFT  0.99998119   -0 11 03.8
 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     -   0.99995993  x   1.00005652  =   1.00001645
 NH1154!SPC IL E     -   0.99995993  x   0.99998119  =   0.99994112
 NH1154!UTM  16      -   0.99995993  x   0.99981436  =   0.99977430
 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 0915249.1 |
 NH1154| NH1147 ALDEN ATT MICROWAVE TWR KSE 26      APPROX. 4.5 KM 0934148.3 |
 NH1154| CI9032 BIGFOOT AZ MK                                      0934601.5 |
 NH1154| NH1150 HARVARD ST JOSEPHS CH SPIRE         APPROX. 8.5 KM 1843614.9 |
 NH1154| NH1151 HARVARD MUNICIPAL TANK              APPROX. 8.5 KM 1850100.5 |
 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 (07/19/86)  289.43   (m)          949.6    (f) LEVELING    3  
 NH1154
 NH1154.Superseded values are not recommended for survey control.
 NH1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1154.See file dsdata.txt to determine how the superseded data were derived.
 NH1154
 NH1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6800506009(NAD 83)
 NH1154_MARKER: DS = TRIANGULATION STATION DISK
 NH1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 PN1268 ***********************************************************************
 PN1268  DESIGNATION -  BIGHORN
 PN1268  PID         -  PN1268
 PN1268  STATE/COUNTY-  WI/ADAMS
 PN1268  USGS QUAD   -  ROCHE A CRI (1984)
 PN1268
 PN1268                         *CURRENT SURVEY CONTROL
 PN1268  ___________________________________________________________________
 PN1268* NAD 83(1991)-  44 07 12.97403(N)    089 48 28.98364(W)     ADJUSTED  
 PN1268* NAVD 88     -       303.1    (meters)     994.     (feet)  VERTCON   
 PN1268  ___________________________________________________________________
 PN1268  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 PN1268  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 PN1268
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1268
 PN1268.The geoid height was determined by GEOID03.
 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     -   0.99995803  x   1.00001133  =   0.99996936
 PN1268!UTM  16      -   0.99995803  x   1.00022090  =   1.00017892
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1268.See file dsdata.txt to determine how the superseded data were derived.
 PN1268
 PN1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7531989066(NAD 83)
 PN1268_MARKER: DE = TRAVERSE STATION DISK
 PN1268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1268_SP_SET: 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
 PN1268  HISTORY     - Date     Condition        Report By
 PN1268  HISTORY     - 1982     MONUMENTED       WIDT
 PN1268  HISTORY     - 19950902 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0267 ***********************************************************************
 QN0267  DESIGNATION -  BILL
 QN0267  PID         -  QN0267
 QN0267  STATE/COUNTY-  WI/WASHBURN
 QN0267  USGS QUAD   -  STONE LAKE (1971)
 QN0267
 QN0267                         *CURRENT SURVEY CONTROL
 QN0267  ___________________________________________________________________
 QN0267* NAD 83(1991)-  45 52 27.22590(N)    091 33 08.98609(W)     ADJUSTED  
 QN0267* NAVD 88     -       390.328  (meters)    1280.60   (feet)  POSTED    
 QN0267  ___________________________________________________________________
 QN0267  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 QN0267  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 QN0267  DYNAMIC HT  -         390.320 (meters)    1280.57  (feet)  COMP
 QN0267  MODELED GRAV-     980,573.3   (mgal)                       NAVD 88
 QN0267
 QN0267  HORZ ORDER  -  FIRST
 QN0267  VERT ORDER  -  * POSTED, Code A , 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.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QN0267.rate of 0.0 thru 1.0 mm/km.
 QN0267
 QN0267.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0267
 QN0267.The geoid height was determined by GEOID03.
 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;                    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     -   0.99994339  x   0.99995840  =   0.99990180
 QN0267!UTM  15      -   0.99994339  x   0.99975514  =   0.99969855
 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  NGVD 29 (??/??/92)  390.352  (m)         1280.68   (f) ADJ UNCH    1 2
 QN0267
 QN0267.Superseded values are not recommended for survey control.
 QN0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0267.See file dsdata.txt to determine how the superseded data were derived.
 QN0267
 QN0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1233781092(NAD 83)
 QN0267_MARKER: DS = TRIANGULATION STATION DISK
 QN0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0267_STAMPING: BILL 1921
 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             NGS
 QN0267  HISTORY     - 1934     GOOD             NGS
 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 NATIONAL 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 NATIONAL 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 = OCTOBER  7, 2006
 PP2177 ***********************************************************************
 PP2177  DESIGNATION -  BILL
 PP2177  PID         -  PP2177
 PP2177  STATE/COUNTY-  WI/DUNN
 PP2177  USGS QUAD   -  WESTON (1974)
 PP2177
 PP2177                         *CURRENT SURVEY CONTROL
 PP2177  ___________________________________________________________________
 PP2177* NAD 83(1991)-  44 49 58.24665(N)    092 00 25.34941(W)     ADJUSTED  
 PP2177* NAVD 88     -       343.5    (meters)    1127.     (feet)  VERTCON   
 PP2177  ___________________________________________________________________
 PP2177  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 PP2177  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 PP2177
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP2177
 PP2177.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2177.See file dsdata.txt to determine how the superseded data were derived.
 PP2177
 PP2177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK7848864862(NAD 83)
 PP2177_MARKER: DD = SURVEY DISK
 PP2177_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  7, 2006
 PN0885 ***********************************************************************
 PN0885  DESIGNATION -  BILL
 PN0885  PID         -  PN0885
 PN0885  STATE/COUNTY-  WI/OUTAGAMIE
 PN0885  USGS QUAD   -  SEYMOUR (1992)
 PN0885
 PN0885                         *CURRENT SURVEY CONTROL
 PN0885  ___________________________________________________________________
 PN0885* NAD 83(1991)-  44 30 29.85917(N)    088 21 49.60949(W)     ADJUSTED  
 PN0885* NAVD 88     -       241.     (meters)     791.     (feet)  SCALED    
 PN0885  ___________________________________________________________________
 PN0885  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 PN0885  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 PN0885
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0885
 PN0885.The geoid height was determined by GEOID03.
 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     -   0.99996789  x   0.99996120  =   0.99992910
 PN0885!UTM  16      -   0.99996789  x   0.99974451  =   0.99971241
 PN0885
 PN0885:                Primary Azimuth Mark                     Grid Az
 PN0885:SPC WI C     -  PTS 39 S USGS                            079 27 37.9
 PN0885:UTM  16      -  PTS 39 S USGS                            081 34 16.0
 PN0885
 PN0885|---------------------------------------------------------------------|
 PN0885| PID    Reference Object                     Distance      Geod. Az  |
 PN0885|                                                           dddmmss.s |
 PN0885| PN0041 PTS 39 S USGS                       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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0885.See file dsdata.txt to determine how the superseded data were derived.
 PN0885
 PN0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9159829235(NAD 83)
 PN0885_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PN0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0885
 PN0885  HISTORY     - Date     Condition        Report By
 PN0885  HISTORY     - 1926     MONUMENTED       CGS
 PN0885  HISTORY     - 1930     SEE DESCRIPTION  CGS
 PN0885  HISTORY     - 1974     SEE DESCRIPTION  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 = OCTOBER  7, 2006
 OM1244 ***********************************************************************
 OM1244  DESIGNATION -  BILL
 OM1244  PID         -  OM1244
 OM1244  STATE/COUNTY-  WI/MARQUETTE
 OM1244  USGS QUAD   -  WESTFIELD EAST (1984)
 OM1244
 OM1244                         *CURRENT SURVEY CONTROL
 OM1244  ___________________________________________________________________
 OM1244* NAD 83(1991)-  43 57 58.85065(N)    089 29 34.62656(W)     ADJUSTED  
 OM1244* NAVD 88     -       298.4    (meters)     979.     (feet)  VERTCON   
 OM1244  ___________________________________________________________________
 OM1244  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 OM1244  GEOID HEIGHT-         -35.90  (meters)                     GEOID03
 OM1244
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1244
 OM1244.The geoid height was determined by GEOID03.
 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     -   0.99995884  x   0.99998117  =   0.99994001
 OM1244!UTM  16      -   0.99995884  x   1.00009192  =   1.00005076
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1244.See file dsdata.txt to determine how the superseded data were derived.
 OM1244
 OM1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP0001471157(NAD 83)
 OM1244_MARKER: DE = TRAVERSE STATION DISK
 OM1244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 RN1700 ***********************************************************************
 RN1700  DESIGNATION -  BILLINGS
 RN1700  PID         -  RN1700
 RN1700  STATE/COUNTY-  WI/DOUGLAS
 RN1700  USGS QUAD   -  WEST DULUTH (1993)
 RN1700
 RN1700                         *CURRENT SURVEY CONTROL
 RN1700  ___________________________________________________________________
 RN1700* NAD 83(1991)-  46 42 50.04235(N)    092 08 42.80346(W)     ADJUSTED  
 RN1700* NAVD 88     -       191.7    (meters)     629.     (feet)  VERTCON   
 RN1700  ___________________________________________________________________
 RN1700  X           -    -163,991.855 (meters)                     COMP
 RN1700  Y           -  -4,377,936.156 (meters)                     COMP
 RN1700  Z           -   4,620,135.003 (meters)                     COMP
 RN1700  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 RN1700  ELLIP HEIGHT-         163.79  (meters)          (03/16/99) GPS OBS
 RN1700  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 RN1700
 RN1700  HORZ ORDER  -  SECOND
 RN1700  ELLP ORDER  -  FOURTH    CLASS I
 RN1700
 RN1700.The horizontal coordinates were established by GPS observations
 RN1700.and adjusted by the National Geodetic Survey in March 1999..
 RN1700
 RN1700.The NAVD 88 height was computed by applying the VERTCON shift value to
 RN1700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RN1700
 RN1700.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RN1700
 RN1700.The Laplace correction was computed from DEFLEC99 derived deflections.
 RN1700
 RN1700.The ellipsoidal height was determined by GPS observations
 RN1700.and is referenced to NAD 83.
 RN1700
 RN1700.The geoid height was determined by GEOID03.
 RN1700
 RN1700;                    North         East     Units Scale Factor Converg.
 RN1700;SPC WI N     -   174,187.360   435,995.483   MT  0.99999078   -1 32 51.0
 RN1700;SPC WI N     -   571,479.70  1,430,428.51   sFT  0.99999078   -1 32 51.0
 RN1700;SPC MN N     -   124,231.876   873,008.110   MT  1.00009245   +0 42 27.7
 RN1700;UTM  15      - 5,173,726.481   565,330.830   MT  0.99965246   +0 37 20.1
 RN1700
 RN1700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN1700!SPC WI N     -   0.99997433  x   0.99999078  =   0.99996511
 RN1700!SPC MN N     -   0.99997433  x   1.00009245  =   1.00006677
 RN1700!UTM  15      -   0.99997433  x   0.99965246  =   0.99962679
 RN1700
 RN1700                          SUPERSEDED SURVEY CONTROL
 RN1700
 RN1700  NAD 83(1991)-  46 42 50.04270(N)    092 08 42.80276(W) AD(       ) 2
 RN1700  ELLIP H (11/21/91)  163.71   (m)                       GP(       ) 4 1
 RN1700  NAD 83(1986)-  46 42 50.03922(N)    092 08 42.80379(W) AD(       ) 2
 RN1700  NGVD 29 (05/23/89)  191.7    (m)          629.     (f) GPS OBS        
 RN1700
 RN1700.Superseded values are not recommended for survey control.
 RN1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1700.See file dsdata.txt to determine how the superseded data were derived.
 RN1700
 RN1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6533173726(NAD 83)
 RN1700_MARKER: A = ALUMINUM MARKER
 RN1700_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 RN1700_SP_SET: DRIVEN INTO GROUND
 RN1700_STAMPING: BILLINGS
 RN1700_MARK LOGO: USE   
 RN1700_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RN1700_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN1700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RN1700+SATELLITE: SATELLITE OBSERVATIONS - 1988
 RN1700
 RN1700  HISTORY     - Date     Condition        Report By
 RN1700  HISTORY     - 1988     MONUMENTED       USE
 RN1700
 RN1700                          STATION DESCRIPTION
 RN1700
 RN1700'DESCRIBED BY US ENGINEERS 1988
 RN1700'THE STATION IS LOCATED ON A SPIT OF LAND IN BILLINGS PARK AT THE
 RN1700'WESTERN EDGE OF SUPERIOR, WI. TO REACH THE STATION FROM US ROUTE 2 AND
 RN1700'US BUSINESS ROUTE 53 PROCEED IN A SOUTHERLY DIRECTION ALONG BUSINESS
 RN1700'ROUTE 53 FOR 0.8 KM (0.50 MI) TO THE INTERSECTION WITH 21ST STREET.
 RN1700'TURN LEFT AND PROCEED WEST FOR 2.7 KM (1.70 MI)  TO THE END OF 21ST
 RN1700'STREET.  TURN LEFT AND PROCEED FOR APPROXIMATELY 0.2 KM (0.10 MI) TO
 RN1700'THE ENTRANCE TO BILLINGS PARK.  ENTER THE PARK AND PROCEED TO THE
 RN1700'WESTERN END OF THE SPIT OF LAND AND THE STATION.
 RN1700'THE STATION IS LOCATED AT THE TOP OF THE BANK IN THE CENTER OF THE END
 RN1700'OF THE SPIT.  THE STATION IS APPROXIMATELY 7.0 M (23.0 FT) WEST OF A
 RN1700'PARK BENCH.
 RN1700'THE MONUMENT IS A BERNTSEN 3-D TOP SECURITY MONUMENT DRIVEN TO THE
 RN1700'POINT OF REFUSAL.  IT IS SURMOUNTED BY A DURALUMINUM CAP AND
 RN1700'SURROUNDED BY A PVC SLEEVE FILLED WITH SAND.  THE MONUMENT IS
 RN1700'PROTECTED BY AN ACCESS COVER SET FLUSH WITH THE GROUND.
 RN1700'THE CAP IS STAMPED BILLINGS 1988.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0003 ***********************************************************************
 QN0003  DESIGNATION -  BIM
 QN0003  PID         -  QN0003
 QN0003  STATE/COUNTY-  WI/PRICE
 QN0003  USGS QUAD   -  PENNINGTON (1984)
 QN0003
 QN0003                         *CURRENT SURVEY CONTROL
 QN0003  ___________________________________________________________________
 QN0003* NAD 83(1991)-  45 32 20.15365(N)    090 28 19.28848(W)     ADJUSTED  
 QN0003* NAVD 88     -       443.111  (meters)    1453.77   (feet)  ADJUSTED  
 QN0003  ___________________________________________________________________
 QN0003  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 QN0003  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 QN0003  DYNAMIC HT  -         443.095 (meters)    1453.72  (feet)  COMP
 QN0003  MODELED GRAV-     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
 QN0003.and adjusted by the National Geodetic Survey in June 1991..
 QN0003
 QN0003.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0003
 QN0003.The geoid height was determined by GEOID03.
 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;                    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     -   0.99993530  x   1.00000515  =   0.99994045
 QN0003!UTM  15      -   0.99993530  x   1.00007894  =   1.00001424
 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|---------------------------------------------------------------------|
 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  NGVD 29 (??/??/92)  443.108  (m)         1453.76   (f) ADJ UNCH    1 2
 QN0003
 QN0003.Superseded values are not recommended for survey control.
 QN0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0003.See file dsdata.txt to determine how the superseded data were derived.
 QN0003
 QN0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL9736545930(NAD 83)
 QN0003_MARKER: DS = TRIANGULATION STATION DISK
 QN0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0003_STAMPING: BIM 1921
 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 = OCTOBER  7, 2006
 DF6075 ***********************************************************************
 DF6075  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6075  DESIGNATION -  BINGHAMTON GPS
 DF6075  PID         -  DF6075
 DF6075  STATE/COUNTY-  WI/OUTAGAMIE
 DF6075  USGS QUAD   -  SHIOCTON (1992)
 DF6075
 DF6075                         *CURRENT SURVEY CONTROL
 DF6075  ___________________________________________________________________
 DF6075* NAD 83(1997)-  44 25 36.56971(N)    088 30 32.71228(W)     ADJUSTED  
 DF6075* NAVD 88     -       248.75   (meters)     816.1    (feet)  GPS OBS   
 DF6075  ___________________________________________________________________
 DF6075  X           -     118,710.436 (meters)                     COMP
 DF6075  Y           -  -4,561,010.991 (meters)                     COMP
 DF6075  Z           -   4,442,233.620 (meters)                     COMP
 DF6075  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 DF6075  ELLIP HEIGHT-         212.47  (meters)          (06/11/03) GPS OBS
 DF6075  GEOID HEIGHT-         -36.27  (meters)                     GEOID03
 DF6075
 DF6075  HORZ ORDER  -  FIRST
 DF6075  ELLP ORDER  -  THIRD     CLASS I
 DF6075
 DF6075.The horizontal coordinates were established by GPS observations
 DF6075.and adjusted by the National Geodetic Survey in June 2003..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6075
 DF6075.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6075
 DF6075.The ellipsoidal height was determined by GPS observations
 DF6075.and is referenced to NAD 83.
 DF6075
 DF6075.The geoid height was determined by GEOID03.
 DF6075
 DF6075;                    North         East     Units Scale Factor Converg.
 DF6075;SPC WI C     -    67,037.406   718,709.805   MT  0.99997127   +1 03 07.0
 DF6075;SPC WI C     -   219,938.56  2,357,967.09   sFT  0.99997127   +1 03 07.0
 DF6075;UTM  16      - 4,920,388.567   379,880.745   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  =   0.99974413
 DF6075
 DF6075                          SUPERSEDED SURVEY CONTROL
 DF6075
 DF6075.No superseded survey control is available for this station.
 DF6075
 DF6075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ7988120389(NAD 83)
 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 - July 12, 2005
 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
 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
 DF6075'SHIOCTON.  OWNERSHIP--OUTAGAMIE COUNTY.  TO REACH THE STATION FROM THE
 DF6075'JUNCTION OF
 DF6075'STATE HIGHWAY 54 WITH STATE HIGHWAY 76 SOUTH IN THE VILLAGE OF
 DF6075'SHIOCTON, GO SOUTH ON
 DF6075'STATE HIGHWAY 76 FOR 1.6 KM TO COUNTY HIGHWAY A ON THE LEFT, TURN LEFT
 DF6075'AND GO EAST ON
 DF6075'COUNTY HIGHWAY A FOR 4.8 KM TO HERMAN ROAD, CONTINUE EAST ON COUNTY
 DF6075'HIGHWAY A FOR 0.6
 DF6075'KM TO THE STATION ON THE RIGHT. THE STATION IS A BRONZE WISCONSIN
 DF6075'DEPARTMENT OF
 DF6075'TRANSPORTATION CONTROL STATION SET IN THE TOP OF A 41-CM DIAMETER
 DF6075'CONCRETE POST SET
 DF6075'TO A DEPTH OF 1.8 M AND ABOUT 1 M BELOW THE HIGHWAY PAVEMENT.  THE
 DF6075'STATION IS 11.8 M
 DF6075'NORTH OF THE CENTERLINE OF COUNTY HIGHWAY A, 60 M WEST OF THE EXTENDED
 DF6075'CENTERLINE OF
 DF6075'LAIRD ROAD, 28.9 M NORTHEAST OF A POWER POLE --60-4675--, 17 M EAST OF
 DF6075'A FIELD ENTRANCE, 2 M
 DF6075'SOUTH OF A CULTIVATED FIELD, 0.8 M SOUTH OF A STEEL WITNESS POST, 1.0
 DF6075'M SOUTH, 1.0 M EAST,
 DF6075'AND 1.0 M WEST OF THREE 4X4 ORANGE PLASTIC WITNESS POSTS.
 DF6075'---NOTE---THIS STATION HAS NO
 DF6075'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DF6075'HORIZON.
 DF6075' 
 DF6075' 
 DF6075' 
 DF6075' 
 DF6075' 
 DF6075' 
 DF6075'
 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.  NOTE-- THE POWER POLE DESCRIBED IN 2002
 DF6075'IS NUMBERED --61-1601--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0588 ***********************************************************************
 RM0588  DESIGNATION -  BIRCH
 RM0588  PID         -  RM0588
 RM0588  STATE/COUNTY-  WI/ASHLAND
 RM0588  USGS QUAD   -  CEDAR (1975)
 RM0588
 RM0588                         *CURRENT SURVEY CONTROL
 RM0588  ___________________________________________________________________
 RM0588* NAD 83(1991)-  46 31 23.23466(N)    090 33 01.59293(W)     ADJUSTED  
 RM0588* NAVD 88     -       335.648  (meters)    1101.21   (feet)  ADJUSTED  
 RM0588  ___________________________________________________________________
 RM0588  LAPLACE CORR-           6.03  (seconds)                    DEFLEC99
 RM0588  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 RM0588  DYNAMIC HT  -         335.663 (meters)    1101.25  (feet)  COMP
 RM0588  MODELED GRAV-     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
 RM0588.and adjusted by the National Geodetic Survey in June 1991..
 RM0588
 RM0588.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0588
 RM0588.The geoid height was determined by GEOID03.
 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;                    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  =   0.99991686
 RM0588!UTM  15      -   0.99995229  x   1.00003389  =   0.99998618
 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 0734209.3 |
 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 3100125.7 |
 RM0588| RM0722 CHEQUAMEGON PT LH WHITE LIGHT       APPROX.29.1 KM 3215352.2 |
 RM0588| RM0718 BIRCH RIDGE TOWER D                   8.319 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0588.See file dsdata.txt to determine how the superseded data were derived.
 RM0588
 RM0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM8787755088(NAD 83)
 RM0588_MARKER: DS = TRIANGULATION STATION DISK
 RM0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0588_SP_SET: CONCRETE POST
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0208 ***********************************************************************
 QM0208  DESIGNATION -  BIRCH
 QM0208  PID         -  QM0208
 QM0208  STATE/COUNTY-  WI/ONEIDA
 QM0208  USGS QUAD   -  MONICO NE (1981)
 QM0208
 QM0208                         *CURRENT SURVEY CONTROL
 QM0208  ___________________________________________________________________
 QM0208* NAD 83(1991)-  45 39 58.08316(N)    089 04 49.68292(W)     ADJUSTED  
 QM0208* NAVD 88     -       513.402  (meters)    1684.39   (feet)  ADJUSTED  
 QM0208  ___________________________________________________________________
 QM0208  LAPLACE CORR-          -3.90  (seconds)                    DEFLEC99
 QM0208  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 QM0208  DYNAMIC HT  -         513.371 (meters)    1684.28  (feet)  COMP
 QM0208  MODELED GRAV-     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
 QM0208.and adjusted by the National Geodetic Survey in June 1991..
 QM0208
 QM0208.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0208
 QM0208.The geoid height was determined by GEOID03.
 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;                    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     -   0.99992463  x   0.99998343  =   0.99990807
 QM0208!UTM  16      -   0.99992463  x   0.99992290  =   0.99984754
 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|---------------------------------------------------------------------|
 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  NGVD 29 (??/??/92)  513.383  (m)         1684.32   (f) ADJ UNCH    1 2
 QM0208
 QM0208.Superseded values are not recommended for survey control.
 QM0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0208.See file dsdata.txt to determine how the superseded data were derived.
 QM0208
 QM0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR3793959059(NAD 83)
 QM0208_MARKER: DS = TRIANGULATION STATION DISK
 QM0208_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QM0208_SP_SET: RAIL
 QM0208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0208
 QM0208  HISTORY     - Date     Condition        Report By
 QM0208  HISTORY     - 1921     MONUMENTED       CGS
 QM0208  HISTORY     - 1922     GOOD             NGS
 QM0208  HISTORY     - 1934     GOOD             NGS
 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 NATIONAL 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 NATIONAL 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 = OCTOBER  7, 2006
 RM0675 ***********************************************************************
 RM0675  DESIGNATION -  BIRCH
 RM0675  PID         -  RM0675
 RM0675  STATE/COUNTY-  WI/IRON
 RM0675  USGS QUAD   -  TURNTABLE CREEK (1973)
 RM0675
 RM0675                         *CURRENT SURVEY CONTROL
 RM0675  ___________________________________________________________________
 RM0675* NAD 83(1991)-  46 21 21.17045(N)    090 16 39.80442(W)     ADJUSTED  
 RM0675* NAVD 88     -       495.     (meters)    1624.     (feet)  SCALED    
 RM0675  ___________________________________________________________________
 RM0675  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 RM0675  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 RM0675
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0675
 RM0675.The geoid height was determined by GEOID03.
 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     -   0.99992722  x   0.99995072  =   0.99987794
 RM0675!UTM  15      -   0.99992722  x   1.00013920  =   1.00006641
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0675.See file dsdata.txt to determine how the superseded data were derived.
 RM0675
 RM0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM0943337191(NAD 83)
 RM0675_MARKER: DS = TRIANGULATION STATION DISK
 RM0675_SETTING: 0 = UNSPECIFIED SETTING
 RM0675
 RM0675  HISTORY     - Date     Condition        Report By
 RM0675  HISTORY     - 1952     MONUMENTED       CGS
 RM0675  HISTORY     - 1973     SEE DESCRIPTION  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 = OCTOBER  7, 2006
 PN1299 ***********************************************************************
 PN1299  DESIGNATION -  BIRCH
 PN1299  PID         -  PN1299
 PN1299  STATE/COUNTY-  WI/PORTAGE
 PN1299  USGS QUAD   -  WHITING (1976)
 PN1299
 PN1299                         *CURRENT SURVEY CONTROL
 PN1299  ___________________________________________________________________
 PN1299* NAD 83(1991)-  44 24 37.46292(N)    089 31 07.02560(W)     ADJUSTED  
 PN1299* NAVD 88     -       338.7    (meters)    1111.     (feet)  VERTCON   
 PN1299  ___________________________________________________________________
 PN1299  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 PN1299  GEOID HEIGHT-         -35.79  (meters)                     GEOID03
 PN1299
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1299
 PN1299.The geoid height was determined by GEOID03.
 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     -   0.99995251  x   0.99997354  =   0.99992605
 PN1299!UTM  16      -   0.99995251  x   1.00009456  =   1.00004707
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1299.See file dsdata.txt to determine how the superseded data were derived.
 PN1299
 PN1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ9946820543(NAD 83)
 PN1299_MARKER: DE = TRAVERSE STATION DISK
 PN1299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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
 PN1299'REFERENCE MARK 1 - GOOD
 PN1299'REFERENCE MARK 2 - GOOD
 PN1299'NO WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0718 ***********************************************************************
 RM0718  DESIGNATION -  BIRCH RIDGE TOWER D
 RM0718  PID         -  RM0718
 RM0718  STATE/COUNTY-  WI/ASHLAND
 RM0718  USGS QUAD   -  CEDAR (1975)
 RM0718
 RM0718                         *CURRENT SURVEY CONTROL
 RM0718  ___________________________________________________________________
 RM0718* NAD 83(1991)-  46 31 23.50395(N)    090 33 01.60540(W)     ADJUSTED  
 RM0718* NAVD 88     -       366.     (meters)    1201.     (feet)  SCALED    
 RM0718  ___________________________________________________________________
 RM0718  LAPLACE CORR-           6.03  (seconds)                    DEFLEC99
 RM0718  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 RM0718
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0718
 RM0718.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0718.See file dsdata.txt to determine how the superseded data were derived.
 RM0718
 RM0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM8787655096(NAD 83)
 RM0718_MARKER: DB = BENCH MARK DISK
 RM0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0718_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RM0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0718+STABILITY: SURFACE MOTION
 RM0718
 RM0718  HISTORY     - Date     Condition        Report By
 RM0718  HISTORY     - 1939     MONUMENTED       USGS
 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
 RM0718                          STATION DESCRIPTION
 RM0718
 RM0718'DESCRIBED BY US GEOLOGICAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0589 ***********************************************************************
 RM0589  DESIGNATION -  BIRCH RM 2
 RM0589  PID         -  RM0589
 RM0589  STATE/COUNTY-  WI/ASHLAND
 RM0589  USGS QUAD   -  CEDAR (1975)
 RM0589
 RM0589                         *CURRENT SURVEY CONTROL
 RM0589  ___________________________________________________________________
 RM0589* NAD 83(1986)-  46 31 23.     (N)    090 33 04.     (W)     SCALED    
 RM0589* NAVD 88     -       334.006  (meters)    1095.82   (feet)  ADJUSTED  
 RM0589  ___________________________________________________________________
 RM0589  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 RM0589  DYNAMIC HT  -         334.021 (meters)    1095.87  (feet)  COMP
 RM0589  MODELED GRAV-     980,650.9   (mgal)                       NAVD 88
 RM0589
 RM0589  VERT ORDER  -  FIRST     CLASS II
 RM0589
 RM0589.The horizontal coordinates were scaled from a topographic map and have
 RM0589.an estimated accuracy of +/- 6 seconds.
 RM0589
 RM0589.The orthometric height was determined by differential leveling
 RM0589.and adjusted by the National Geodetic Survey in June 1991..
 RM0589
 RM0589.The geoid height was determined by GEOID03.
 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     -   150,910.      557,720.      MT  (+/- 180 meters Scaled)
 RM0589
 RM0589                          SUPERSEDED SURVEY CONTROL
 RM0589
 RM0589.No superseded survey control is available for this station.
 RM0589
 RM0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM878550(NAD 83)
 RM0589_MARKER: DR = REFERENCE MARK DISK
 RM0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0589_SP_SET: CONCRETE POST
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0590 ***********************************************************************
 RM0590  DESIGNATION -  BIRCH RM 3
 RM0590  PID         -  RM0590
 RM0590  STATE/COUNTY-  WI/ASHLAND
 RM0590  USGS QUAD   -  CEDAR (1975)
 RM0590
 RM0590                         *CURRENT SURVEY CONTROL
 RM0590  ___________________________________________________________________
 RM0590* NAD 83(1986)-  46 31 23.     (N)    090 33 04.     (W)     SCALED    
 RM0590* NAVD 88     -       334.922  (meters)    1098.82   (feet)  ADJUSTED  
 RM0590  ___________________________________________________________________
 RM0590  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 RM0590  DYNAMIC HT  -         334.937 (meters)    1098.87  (feet)  COMP
 RM0590  MODELED GRAV-     980,650.9   (mgal)                       NAVD 88
 RM0590
 RM0590  VERT ORDER  -  FIRST     CLASS II
 RM0590
 RM0590.The horizontal coordinates were scaled from a topographic map and have
 RM0590.an estimated accuracy of +/- 6 seconds.
 RM0590
 RM0590.The orthometric height was determined by differential leveling
 RM0590.and adjusted by the National Geodetic Survey in June 1991..
 RM0590
 RM0590.The geoid height was determined by GEOID03.
 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     -   150,910.      557,720.      MT  (+/- 180 meters Scaled)
 RM0590
 RM0590                          SUPERSEDED SURVEY CONTROL
 RM0590
 RM0590.No superseded survey control is available for this station.
 RM0590
 RM0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM878550(NAD 83)
 RM0590_MARKER: DR = REFERENCE MARK DISK
 RM0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0590_SP_SET: CONCRETE POST
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0581 ***********************************************************************
 QN0581  DESIGNATION -  BIRCHWOOD
 QN0581  PID         -  QN0581
 QN0581  STATE/COUNTY-  WI/RUSK
 QN0581  USGS QUAD   -  MIKANA (1981)
 QN0581
 QN0581                         *CURRENT SURVEY CONTROL
 QN0581  ___________________________________________________________________
 QN0581* NAD 83(1991)-  45 35 39.06884(N)    091 31 53.37853(W)     ADJUSTED  
 QN0581* NAVD 88     -       474.     (meters)    1555.     (feet)  SCALED    
 QN0581  ___________________________________________________________________
 QN0581  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 QN0581  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 QN0581
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0581
 QN0581.The geoid height was determined by GEOID03.
 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;SPC WI N     -    48,668.145   480,509.113   MT  0.99999512   -1 06 17.2
 QN0581;SPC WI N     -   159,672.07  1,576,470.31   sFT  0.99999512   -1 06 17.2
 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     -   0.99993040  x   1.00001930  =   0.99994970
 QN0581!SPC WI N     -   0.99993040  x   0.99999512  =   0.99992552
 QN0581!UTM  15      -   0.99993040  x   0.99976129  =   0.99969170
 QN0581
 QN0581:                Primary Azimuth Mark                     Grid Az
 QN0581:SPC WI C     -  BIRCHWOOD AZ MK                          040 05 46.6
 QN0581:SPC WI N     -  BIRCHWOOD AZ MK                          040 07 13.7
 QN0581:UTM  15      -  BIRCHWOOD AZ MK                          037 57 59.3
 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| CJ4284 BIRCHWOOD RM 2                       18.505 METERS 20037     |
 QN0581| QN0580 BIRCHWOOD LOOKOUT TOWER              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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0581.See file dsdata.txt to determine how the superseded data were derived.
 QN0581
 QN0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1453850009(NAD 83)
 QN0581_MARKER: DS = TRIANGULATION STATION DISK
 QN0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 QN0580 ***********************************************************************
 QN0580  DESIGNATION -  BIRCHWOOD LOOKOUT TOWER
 QN0580  PID         -  QN0580
 QN0580  STATE/COUNTY-  WI/RUSK
 QN0580  USGS QUAD   -  MIKANA (1981)
 QN0580
 QN0580                         *CURRENT SURVEY CONTROL
 QN0580  ___________________________________________________________________
 QN0580* NAD 83(1991)-  45 35 38.50784(N)    091 31 53.67916(W)     ADJUSTED  
 QN0580* NAVD 88     -       474.     (meters)    1555.     (feet)  SCALED    
 QN0580  ___________________________________________________________________
 QN0580  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 QN0580  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 QN0580
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0580
 QN0580.The geoid height was determined by GEOID03.
 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;SPC WI N     -    48,650.954   480,502.264   MT  0.99999515   -1 06 17.4
 QN0580;SPC WI N     -   159,615.67  1,576,447.84   sFT  0.99999515   -1 06 17.4
 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     -   0.99993040  x   1.00001927  =   0.99994967
 QN0580!SPC WI N     -   0.99993040  x   0.99999515  =   0.99992555
 QN0580!UTM  15      -   0.99993040  x   0.99976127  =   0.99969168
 QN0580
 QN0580                          SUPERSEDED SURVEY CONTROL
 QN0580
 QN0580  NAD 83(1991)-  45 35 38.50740(N)    091 31 53.67750(W) AD(       ) 4
 QN0580  NAD 83(1986)-  45 35 38.50425(N)    091 31 53.67338(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0580.See file dsdata.txt to determine how the superseded data were derived.
 QN0580
 QN0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1453249992(NAD 83)
 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 = OCTOBER  7, 2006
 QN0397 ***********************************************************************
 QN0397  DESIGNATION -  BIRD
 QN0397  PID         -  QN0397
 QN0397  STATE/COUNTY-  WI/RUSK
 QN0397  USGS QUAD   -  INGRAM (1971)
 QN0397
 QN0397                         *CURRENT SURVEY CONTROL
 QN0397  ___________________________________________________________________
 QN0397* NAD 83(1991)-  45 30 02.89093(N)    090 51 26.32336(W)     ADJUSTED  
 QN0397* NAVD 88     -       394.010  (meters)    1292.68   (feet)  ADJUSTED  
 QN0397  ___________________________________________________________________
 QN0397  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 QN0397  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 QN0397  DYNAMIC HT  -         393.996 (meters)    1292.64  (feet)  COMP
 QN0397  MODELED GRAV-     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
 QN0397.and adjusted by the National Geodetic Survey in June 1991..
 QN0397
 QN0397.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0397
 QN0397.The geoid height was determined by GEOID03.
 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;                    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     -   0.99994297  x   1.00000015  =   0.99994312
 QN0397!UTM  15      -   0.99994297  x   0.99994454  =   0.99988752
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0397.See file dsdata.txt to determine how the superseded data were derived.
 QN0397
 QN0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL6739840819(NAD 83)
 QN0397_MARKER: DS = TRIANGULATION STATION DISK
 QN0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 PN1017 ***********************************************************************
 PN1017  DESIGNATION -  BIRNAM
 PN1017  PID         -  PN1017
 PN1017  STATE/COUNTY-  WI/SHAWANO
 PN1017  USGS QUAD   -  BIRNAMWOOD (1982)
 PN1017
 PN1017                         *CURRENT SURVEY CONTROL
 PN1017  ___________________________________________________________________
 PN1017* NAD 83(1991)-  44 58 16.02338(N)    089 10 02.38217(W)     ADJUSTED  
 PN1017* NAVD 88     -       429.     (meters)    1407.     (feet)  SCALED    
 PN1017  ___________________________________________________________________
 PN1017  LAPLACE CORR-          -4.85  (seconds)                    DEFLEC99
 PN1017  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 PN1017
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1017
 PN1017.The geoid height was determined by GEOID03.
 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     -   0.99993828  x   0.99994207  =   0.99988035
 PN1017!UTM  16      -   0.99993828  x   0.99995917  =   0.99989745
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1017.See file dsdata.txt to determine how the superseded data were derived.
 PN1017
 PN1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ2909582027(NAD 83)
 PN1017_MARKER: DS = TRIANGULATION STATION DISK
 PN1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 PN1016 ***********************************************************************
 PN1016  DESIGNATION -  BIRNAMWOOD MUNICIPAL TANK
 PN1016  PID         -  PN1016
 PN1016  STATE/COUNTY-  WI/SHAWANO
 PN1016  USGS QUAD   -  BIRNAMWOOD (1982)
 PN1016
 PN1016                         *CURRENT SURVEY CONTROL
 PN1016  ___________________________________________________________________
 PN1016* NAD 83(1991)-  44 55 53.80673(N)    089 12 43.92494(W)     ADJUSTED  
 PN1016* NAVD 88     -                                                        
 PN1016  ___________________________________________________________________
 PN1016  LAPLACE CORR-          -4.79  (seconds)                    DEFLEC99
 PN1016  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 PN1016
 PN1016  HORZ ORDER  -  THIRD
 PN1016
 PN1016.The horizontal coordinates were established by classical geodetic methods
 PN1016.and adjusted by the National Geodetic Survey in November 1991..
 PN1016
 PN1016
 PN1016.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1016
 PN1016.The geoid height was determined by GEOID03.
 PN1016
 PN1016;                    North         East     Units Scale Factor Converg.
 PN1016;SPC WI C     -   122,341.273   662,184.641   MT  0.99994117   +0 33 21.1
 PN1016;SPC WI C     -   401,381.33  2,172,517.44   sFT  0.99994117   +0 33 21.1
 PN1016;UTM  16      - 4,977,734.180   325,437.243   MT  0.99997471   -1 33 46.0
 PN1016
 PN1016                          SUPERSEDED SURVEY CONTROL
 PN1016
 PN1016  NAD 83(1986)-  44 55 53.80511(N)    089 12 43.92912(W) AD(       ) 4
 PN1016  NAD 27      -  44 55 53.90700(N)    089 12 43.52400(W) AD(       ) 3
 PN1016
 PN1016.Superseded values are not recommended for survey control.
 PN1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1016.See file dsdata.txt to determine how the superseded data were derived.
 PN1016
 PN1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ2543777734(NAD 83)
 PN1016_MARKER: 53 = ELEVATED TANK
 PN1016
 PN1016  HISTORY     - Date     Condition        Report By
 PN1016  HISTORY     - 1934     FIRST OBSERVED   CGS
 PN1016  HISTORY     - 1954     GOOD             CGS
 PN1016  HISTORY     - 19941023 GOOD             USPSQD
 PN1016  HISTORY     - 20021202 MARK NOT FOUND   USPSQD
 PN1016  HISTORY     - 20040326 MARK NOT FOUND   USPSQD
 PN1016
 PN1016                          STATION DESCRIPTION
 PN1016
 PN1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GAS)
 PN1016'THIS STATION IS THE CENTER OF THE BIRNAMWOOD MUNICIPAL WATER
 PN1016'TANK.  IT IS A SMALL BLACK STEEL TANK WITH A ROUND BOTTOM AND
 PN1016'CONICAL TOP, AND HAS A BALL AT THE CENTER OF THE TOP.  THE TANK
 PN1016'IS ABOUT 85 FEET HIGH AND IS QUITE PROMINENT.  IT WAS ERECTED
 PN1016'IN 1922.  THE TANK IS IN THE WESTERN PART OF TOWN, ABOUT 35
 PN1016'FEET EAST OF THE CENTER LINE OF CEDAR STREET WHICH IS THE
 PN1016'THIRD STREET WEST OF THE MAIN STREET OF TOWN AND THE FOURTH
 PN1016'STREET WEST OF THE RAILROAD STATION, AND ABOUT 100 FEET SOUTH
 PN1016'OF THE CENTER LINE OF ELM STREET.
 PN1016
 PN1016                          STATION RECOVERY (1954)
 PN1016
 PN1016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 PN1016'THE STATION IS LOCATED AT THE INTERSECTION OF TOWER AND ELM
 PN1016'STREETS IN BIRNAMWOOD.  IT IS ABOUT 120 FEET HIGH, 4 LEGGED,
 PN1016'PAINTED SILVER AND HAS A BALL ON TOP.
 PN1016'
 PN1016'THE POINT INTERSECTED WAS THE BALL ON TOP OF THE ROOF.
 PN1016
 PN1016                          STATION RECOVERY (1994)
 PN1016
 PN1016'RECOVERY NOTE BY US POWER SQUADRON 1994
 PN1016'RECOVERED IN GOOD CONDITION.
 PN1016
 PN1016                          STATION RECOVERY (2002)
 PN1016
 PN1016'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN1016'NOT FOUND.  A NEW MUNICIPAL WATER TOWER WAS BUILT AT THE SITE IN 2002.
 PN1016' 
 PN1016
 PN1016                          STATION RECOVERY (2004)
 PN1016
 PN1016'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN1016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB8445 ***********************************************************************
 AB8445  DESIGNATION -  BJORKLAND
 AB8445  PID         -  AB8445
 AB8445  STATE/COUNTY-  WI/BURNETT
 AB8445  USGS QUAD   -  FALUN (1982)
 AB8445
 AB8445                         *CURRENT SURVEY CONTROL
 AB8445  ___________________________________________________________________
 AB8445* NAD 83(1997)-  45 49 07.27457(N)    092 31 05.29113(W)     ADJUSTED  
 AB8445* NAVD 88     -       293.3    (meters)     962.     (feet)  GPS OBS   
 AB8445  ___________________________________________________________________
 AB8445  X           -    -195,644.476 (meters)                     COMP
 AB8445  Y           -  -4,448,680.498 (meters)                     COMP
 AB8445  Z           -   4,551,416.494 (meters)                     COMP
 AB8445  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 AB8445  ELLIP HEIGHT-         266.60  (meters)          (01/30/03) GPS OBS
 AB8445  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 AB8445
 AB8445  HORZ ORDER  -  FIRST
 AB8445  ELLP ORDER  -  FOURTH    CLASS I
 AB8445
 AB8445.The horizontal coordinates were established by GPS observations
 AB8445.and adjusted by the National Geodetic Survey in January 2003..
 AB8445
 AB8445.The orthometric height was determined by GPS observations and a
 AB8445.high-resolution geoid model.
 AB8445
 AB8445.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8445
 AB8445.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8445
 AB8445.The ellipsoidal height was determined by GPS observations
 AB8445.and is referenced to NAD 83.
 AB8445
 AB8445.The geoid height was determined by GEOID03.
 AB8445
 AB8445;                    North         East     Units Scale Factor Converg.
 AB8445;SPC WI N     -    75,569.778   404,340.557   MT  0.99996381   -1 48 59.4
 AB8445;SPC WI N     -   247,931.85  1,326,573.98   sFT  0.99996381   -1 48 59.4
 AB8445;UTM  15      - 5,074,015.623   537,433.483   MT  0.99961723   +0 20 44.0
 AB8445
 AB8445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8445!SPC WI N     -   0.99995821  x   0.99996381  =   0.99992202
 AB8445!UTM  15      -   0.99995821  x   0.99961723  =   0.99957545
 AB8445
 AB8445                          SUPERSEDED SURVEY CONTROL
 AB8445
 AB8445  NAD 83(1991)-  45 49 07.27432(N)    092 31 05.28926(W) AD(       ) 1
 AB8445  ELLIP H (12/09/96)  266.63   (m)                       GP(       ) 4 1
 AB8445
 AB8445.Superseded values are not recommended for survey control.
 AB8445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8445.See file dsdata.txt to determine how the superseded data were derived.
 AB8445
 AB8445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL3743374016(NAD 83)
 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 B, 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 = OCTOBER  7, 2006
 RN1591 ***********************************************************************
 RN1591  DESIGNATION -  BLACH
 RN1591  PID         -  RN1591
 RN1591  STATE/COUNTY-  WI/DOUGLAS
 RN1591  USGS QUAD   -  PATZAU (1981)
 RN1591
 RN1591                         *CURRENT SURVEY CONTROL
 RN1591  ___________________________________________________________________
 RN1591* NAD 83(1991)-  46 25 04.67733(N)    092 09 54.81989(W)     ADJUSTED  
 RN1591* NAVD 88     -       375.     (meters)    1230.     (feet)  SCALED    
 RN1591  ___________________________________________________________________
 RN1591  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 RN1591  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 RN1591
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 RN1591
 RN1591.The geoid height was determined by GEOID03.
 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;SPC MN C     -   259,710.744   960,242.208   MT  0.99992307   +1 30 29.2
 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     -   0.99994544  x   0.99995486  =   0.99990030
 RN1591!SPC MN C     -   0.99994544  x   0.99992307  =   0.99986851
 RN1591!UTM  15      -   0.99994544  x   0.99965058  =   0.99959604
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1591.See file dsdata.txt to determine how the superseded data were derived.
 RN1591
 RN1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6415040827(NAD 83)
 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 = OCTOBER  7, 2006
 PN0704 ***********************************************************************
 PN0704  DESIGNATION -  BLACK
 PN0704  PID         -  PN0704
 PN0704  STATE/COUNTY-  WI/OUTAGAMIE
 PN0704  USGS QUAD   -  BLACK CREEK (1992)
 PN0704
 PN0704                         *CURRENT SURVEY CONTROL
 PN0704  ___________________________________________________________________
 PN0704* NAD 83(1991)-  44 28 12.07571(N)    088 28 09.15714(W)     ADJUSTED  
 PN0704* NAVD 88     -       246.873  (meters)     809.95   (feet)  ADJUSTED  
 PN0704  ___________________________________________________________________
 PN0704  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 PN0704  GEOID HEIGHT-         -36.25  (meters)                     GEOID03
 PN0704  DYNAMIC HT  -         246.837 (meters)     809.83  (feet)  COMP
 PN0704  MODELED GRAV-     980,466.8   (mgal)                       NAVD 88
 PN0704
 PN0704  HORZ ORDER  -  FIRST
 PN0704  VERT ORDER  -  FIRST     CLASS II
 PN0704
 PN0704.The horizontal coordinates were established by classical geodetic methods
 PN0704.and adjusted by the National Geodetic Survey in November 1991..
 PN0704
 PN0704.The orthometric height was determined by differential leveling
 PN0704.and adjusted by the National Geodetic Survey in June 1991..
 PN0704
 PN0704.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0704
 PN0704.The geoid height was determined by GEOID03.
 PN0704
 PN0704.The dynamic height is computed by dividing the NAVD 88
 PN0704.geopotential number by the normal gravity value computed on the
 PN0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0704.degrees latitude (g = 980.6199 gals.).
 PN0704
 PN0704.The modeled gravity was interpolated from observed gravity values.
 PN0704
 PN0704;                    North         East     Units Scale Factor Converg.
 PN0704;SPC WI C     -    71,895.470   721,794.006   MT  0.99996568   +1 04 48.3
 PN0704;SPC WI C     -   235,877.05  2,368,085.83   sFT  0.99996568   +1 04 48.3
 PN0704;UTM  16      - 4,925,128.915   383,140.993   MT  0.99976794   -1 01 45.7
 PN0704
 PN0704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0704!SPC WI C     -   0.99996698  x   0.99996568  =   0.99993266
 PN0704!UTM  16      -   0.99996698  x   0.99976794  =   0.99973492
 PN0704
 PN0704:                Primary Azimuth Mark                     Grid Az
 PN0704:SPC WI C     -  BABE                                     066 37 46.6
 PN0704:UTM  16      -  BABE                                     068 44 20.6
 PN0704
 PN0704|---------------------------------------------------------------------|
 PN0704| PID    Reference Object                     Distance      Geod. Az  |
 PN0704|                                                           dddmmss.s |
 PN0704| PN0168 BABE                                APPROX. 4.6 KM 0674234.9 |
 PN0704| CJ4289 BLACK RM 1                            8.280 METERS 26111     |
 PN0704| CJ4290 BLACK RM 2                            8.960 METERS 33406     |
 PN0704|---------------------------------------------------------------------|
 PN0704
 PN0704                          SUPERSEDED SURVEY CONTROL
 PN0704
 PN0704  NAD 83(1986)-  44 28 12.06855(N)    088 28 09.14432(W) AD(       ) 1
 PN0704  NAD 27      -  44 28 12.12400(N)    088 28 08.78200(W) AD(       ) 1
 PN0704  NGVD 29 (??/??/92)  246.902  (m)          810.04   (f) ADJ UNCH    1 2
 PN0704
 PN0704.Superseded values are not recommended for survey control.
 PN0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0704.See file dsdata.txt to determine how the superseded data were derived.
 PN0704
 PN0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8314125129(NAD 83)
 PN0704_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PN0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0704
 PN0704  HISTORY     - Date     Condition        Report By
 PN0704  HISTORY     - 1926     MONUMENTED       CGS
 PN0704  HISTORY     - 1930     SEE DESCRIPTION  CGS
 PN0704  HISTORY     - 1937     SEE DESCRIPTION  LOCENG
 PN0704
 PN0704                          STATION DESCRIPTION
 PN0704
 PN0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PN0704'THIS STATION IS ALONG THE GREEN BAY AND WESTERN RAILWAY ABOUT
 PN0704'1 MILE W OF BLACK CREEK, ON THE HIGHEST PART OF N BANK OF FIRST
 PN0704'CUT W OF BLACK CREEK, ABOUT 450 FEET E OF HIGHWAY CROSSING,
 PN0704'31.5 FEET S OF RIGHT-OF-WAY FENCE.
 PN0704'
 PN0704'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 PN0704'SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 PN0704'
 PN0704'REFERENCE MARK NO. 1 IS ON SAME SIDE OF TRACK AS STATION MARK,
 PN0704'AND W OF STATION.  REFERENCE MARK NO. 2 IS ALONG FENCE
 PN0704'LINE N OF STATION.
 PN0704
 PN0704                          STATION RECOVERY (1930)
 PN0704
 PN0704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PN0704'STATION MARK WAS FOUND AS DESCRIBED AND IN GOOD CONDITION.
 PN0704'THE DESCRIPTION IS ADEQUATE.
 PN0704
 PN0704                          STATION RECOVERY (1937)
 PN0704
 PN0704'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1937
 PN0704'STATION RECOVERED BY GREEN BAY AND WESTERN RAILROAD.
 PN0704'
 PN0704'WE ARE MAILING TO YOU TODAY BRONZE TABLET WHICH FORMERLY MARKED
 PN0704'STATION BLACK 1926, IN ACCORDANCE WITH YOUR INSTRUCTIONS
 PN0704'AS STATED IN YOUR LETTER DATED JULY 13, 1937.
 PN0704'
 PN0704'NOTE--UNDERGROUND MARK MAY STILL BE IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1160 ***********************************************************************
 OM1160  DESIGNATION -  BLACK
 OM1160  PID         -  OM1160
 OM1160  STATE/COUNTY-  WI/DANE
 OM1160  USGS QUAD   -  CROSS PLAINS (1982)
 OM1160
 OM1160                         *CURRENT SURVEY CONTROL
 OM1160  ___________________________________________________________________
 OM1160* NAD 83(1991)-  43 06 41.24348(N)    089 43 56.22188(W)     ADJUSTED  
 OM1160* NAVD 88     -       332.     (meters)    1089.     (feet)  SCALED    
 OM1160  ___________________________________________________________________
 OM1160  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 OM1160  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 OM1160
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1160
 OM1160.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1160.See file dsdata.txt to determine how the superseded data were derived.
 OM1160
 OM1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7769376816(NAD 83)
 OM1160_MARKER: DS = TRIANGULATION STATION DISK
 OM1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 PO0597 ***********************************************************************
 PO0597  DESIGNATION -  BLACK
 PO0597  PID         -  PO0597
 PO0597  STATE/COUNTY-  WI/JACKSON
 PO0597  USGS QUAD   -  BLACK RIVER FALLS (1984)
 PO0597
 PO0597                         *CURRENT SURVEY CONTROL
 PO0597  ___________________________________________________________________
 PO0597* NAD 83(1991)-  44 18 21.48231(N)    090 48 21.28312(W)     ADJUSTED  
 PO0597* NAVD 88     -       261.5    (meters)     858.     (feet)  VERTCON   
 PO0597  ___________________________________________________________________
 PO0597  LAPLACE CORR-          -8.05  (seconds)                    DEFLEC99
 PO0597  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 PO0597
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0597
 PO0597.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0597.See file dsdata.txt to determine how the superseded data were derived.
 PO0597
 PO0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK7500408198(NAD 83)
 PO0597_MARKER: DD = SURVEY DISK
 PO0597_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  7, 2006
 AC9073 ***********************************************************************
 AC9073  DESIGNATION -  BLACK BROOK C
 AC9073  PID         -  AC9073
 AC9073  STATE/COUNTY-  WI/POLK
 AC9073  USGS QUAD   -  AMERY (1978)
 AC9073
 AC9073                         *CURRENT SURVEY CONTROL
 AC9073  ___________________________________________________________________
 AC9073* NAD 83(1997)-  45 15 35.01077(N)    092 21 37.11372(W)     ADJUSTED  
 AC9073* NAVD 88     -       345.8    (meters)    1135.     (feet)  GPS OBS   
 AC9073  ___________________________________________________________________
 AC9073  X           -    -185,216.992 (meters)                     COMP
 AC9073  Y           -  -4,493,541.531 (meters)                     COMP
 AC9073  Z           -   4,507,936.914 (meters)                     COMP
 AC9073  LAPLACE CORR-         -12.18  (seconds)                    DEFLEC99
 AC9073  ELLIP HEIGHT-         316.25  (meters)          (09/30/02) GPS OBS
 AC9073  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 AC9073
 AC9073  HORZ ORDER  -  FIRST
 AC9073  ELLP ORDER  -  SECOND    CLASS I
 AC9073
 AC9073.The horizontal coordinates were established by GPS observations
 AC9073.and adjusted by the National Geodetic Survey in September 2002..
 AC9073
 AC9073.The orthometric height was determined by GPS observations and a
 AC9073.high-resolution geoid model.
 AC9073
 AC9073.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9073
 AC9073.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9073
 AC9073.The ellipsoidal height was determined by GPS observations
 AC9073.and is referenced to NAD 83.
 AC9073
 AC9073.The geoid height was determined by GEOID03.
 AC9073
 AC9073;                    North         East     Units Scale Factor Converg.
 AC9073;SPC WI C     -   161,194.224   414,772.704   MT  0.99996309   -1 39 55.4
 AC9073;SPC WI C     -   528,851.38  1,360,800.11   sFT  0.99996309   -1 39 55.4
 AC9073;UTM  15      - 5,012,002.251   550,189.101   MT  0.99963097   +0 27 15.8
 AC9073
 AC9073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9073!SPC WI C     -   0.99995042  x   0.99996309  =   0.99991351
 AC9073!UTM  15      -   0.99995042  x   0.99963097  =   0.99958141
 AC9073
 AC9073                          SUPERSEDED SURVEY CONTROL
 AC9073
 AC9073  NAD 83(1991)-  45 15 35.01019(N)    092 21 37.11235(W) AD(       ) 1
 AC9073  ELLIP H (06/10/97)  316.26   (m)                       GP(       ) 2 1
 AC9073
 AC9073.Superseded values are not recommended for survey control.
 AC9073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9073.See file dsdata.txt to determine how the superseded data were derived.
 AC9073
 AC9073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL5018912002(NAD 83)
 AC9073_MARKER: DD = SURVEY DISK
 AC9073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9073_STAMPING: BLACKBROOK C. 410
 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 19, 2005
 AC9073
 AC9073  HISTORY     - Date     Condition        Report By
 AC9073  HISTORY     - 1995     MONUMENTED       WI-095
 AC9073  HISTORY     - 20051119 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC9075 ***********************************************************************
 AC9075  DESIGNATION -  BLACK BROOK NE
 AC9075  PID         -  AC9075
 AC9075  STATE/COUNTY-  WI/POLK
 AC9075  USGS QUAD   -  AMERY (1978)
 AC9075
 AC9075                         *CURRENT SURVEY CONTROL
 AC9075  ___________________________________________________________________
 AC9075* NAD 83(1997)-  45 16 45.87348(N)    092 19 00.36559(W)     ADJUSTED  
 AC9075* NAVD 88     -       348.6    (meters)    1144.     (feet)  GPS OBS   
 AC9075  ___________________________________________________________________
 AC9075  X           -    -181,739.381 (meters)                     COMP
 AC9075  Y           -  -4,492,129.907 (meters)                     COMP
 AC9075  Z           -   4,509,478.481 (meters)                     COMP
 AC9075  LAPLACE CORR-         -10.81  (seconds)                    DEFLEC99
 AC9075  ELLIP HEIGHT-         318.92  (meters)          (09/30/02) GPS OBS
 AC9075  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 AC9075
 AC9075  HORZ ORDER  -  FIRST
 AC9075  ELLP ORDER  -  SECOND    CLASS I
 AC9075
 AC9075.The horizontal coordinates were established by GPS observations
 AC9075.and adjusted by the National Geodetic Survey in September 2002..
 AC9075
 AC9075.The orthometric height was determined by GPS observations and a
 AC9075.high-resolution geoid model.
 AC9075
 AC9075.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9075
 AC9075.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9075
 AC9075.The ellipsoidal height was determined by GPS observations
 AC9075.and is referenced to NAD 83.
 AC9075
 AC9075.The geoid height was determined by GEOID03.
 AC9075
 AC9075;                    North         East     Units Scale Factor Converg.
 AC9075;SPC WI C     -   163,282.485   418,251.099   MT  0.99996545   -1 38 04.8
 AC9075;SPC WI C     -   535,702.62  1,372,212.15   sFT  0.99996545   -1 38 04.8
 AC9075;UTM  15      - 5,014,217.020   553,586.742   MT  0.99963531   +0 29 07.7
 AC9075
 AC9075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9075!SPC WI C     -   0.99995000  x   0.99996545  =   0.99991545
 AC9075!UTM  15      -   0.99995000  x   0.99963531  =   0.99958533
 AC9075
 AC9075                          SUPERSEDED SURVEY CONTROL
 AC9075
 AC9075  NAD 83(1991)-  45 16 45.87294(N)    092 19 00.36422(W) AD(       ) 1
 AC9075  ELLIP H (06/10/97)  318.93   (m)                       GP(       ) 2 1
 AC9075
 AC9075.Superseded values are not recommended for survey control.
 AC9075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9075.See file dsdata.txt to determine how the superseded data were derived.
 AC9075
 AC9075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL5358714217(NAD 83)
 AC9075_MARKER: DD = SURVEY DISK
 AC9075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9075_STAMPING: BLACK BROOK NE 411
 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 19, 2005
 AC9075
 AC9075  HISTORY     - Date     Condition        Report By
 AC9075  HISTORY     - 1995     MONUMENTED       WI-095
 AC9075  HISTORY     - 20051119 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7428 ***********************************************************************
 DE7428  DESIGNATION -  BLACK CREEK N GPS
 DE7428  PID         -  DE7428
 DE7428  STATE/COUNTY-  WI/OUTAGAMIE
 DE7428  USGS QUAD   -  BLACK CREEK (1992)
 DE7428
 DE7428                         *CURRENT SURVEY CONTROL
 DE7428  ___________________________________________________________________
 DE7428* NAD 83(1997)-  44 29 03.32971(N)    088 25 52.14337(W)     ADJUSTED  
 DE7428* NAVD 88     -       240.677  (meters)     789.62   (feet)  ADJUSTED  
 DE7428  ___________________________________________________________________
 DE7428  X           -     124,791.844 (meters)                     COMP
 DE7428  Y           -  -4,556,371.380 (meters)                     COMP
 DE7428  Z           -   4,446,783.613 (meters)                     COMP
 DE7428  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 DE7428  ELLIP HEIGHT-         204.43  (meters)          (06/11/03) GPS OBS
 DE7428  GEOID HEIGHT-         -36.23  (meters)                     GEOID03
 DE7428  DYNAMIC HT  -         240.642 (meters)     789.51  (feet)  COMP
 DE7428  MODELED GRAV-     980,468.7   (mgal)                       NAVD 88
 DE7428
 DE7428  HORZ ORDER  -  FIRST
 DE7428  VERT ORDER  -  SECOND    CLASS I
 DE7428  ELLP ORDER  -  THIRD     CLASS I
 DE7428
 DE7428.The horizontal coordinates were established by GPS observations
 DE7428.and adjusted by the National Geodetic Survey in June 2003..
 DE7428
 DE7428.The orthometric height was determined by differential leveling
 DE7428.and adjusted by the National Geodetic Survey in May 2003..
 DE7428
 DE7428.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7428
 DE7428.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7428
 DE7428.The ellipsoidal height was determined by GPS observations
 DE7428.and is referenced to NAD 83.
 DE7428
 DE7428.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE7428;SPC WI C     -    73,534.974   724,791.185   MT  0.99996396   +1 06 25.0
 DE7428;SPC WI C     -   241,255.99  2,377,919.08   sFT  0.99996396   +1 06 25.0
 DE7428;UTM  16      - 4,926,656.667   386,195.879   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  =   0.99972722
 DE7428
 DE7428                          SUPERSEDED SURVEY CONTROL
 DE7428
 DE7428  NAVD 88 (06/11/03)  240.68   (m)          789.6    (f) LEVELING    3  
 DE7428
 DE7428.Superseded values are not recommended for survey control.
 DE7428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7428.See file dsdata.txt to determine how the superseded data were derived.
 DE7428
 DE7428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8619626657(NAD 83)
 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 - July 18, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7429 ***********************************************************************
 DE7429  DESIGNATION -  BLACK CREEK N GPS AZ MK
 DE7429  PID         -  DE7429
 DE7429  STATE/COUNTY-  WI/OUTAGAMIE
 DE7429  USGS QUAD   -  BLACK CREEK (1992)
 DE7429
 DE7429                         *CURRENT SURVEY CONTROL
 DE7429  ___________________________________________________________________
 DE7429* NAD 83(1986)-  44 29 04.     (N)    088 25 34.     (W)     SCALED    
 DE7429* NAVD 88     -       236.005  (meters)     774.29   (feet)  ADJUSTED  
 DE7429  ___________________________________________________________________
 DE7429  GEOID HEIGHT-         -36.23  (meters)                     GEOID03
 DE7429  DYNAMIC HT  -         235.971 (meters)     774.18  (feet)  COMP
 DE7429  MODELED GRAV-     980,468.8   (mgal)                       NAVD 88
 DE7429
 DE7429  VERT ORDER  -  SECOND    CLASS I
 DE7429
 DE7429.The horizontal coordinates were scaled from a topographic map and have
 DE7429.an estimated accuracy of +/- 6 seconds.
 DE7429
 DE7429.The orthometric height was determined by differential leveling
 DE7429.and adjusted by the National Geodetic Survey in May 2003..
 DE7429
 DE7429.The geoid height was determined by GEOID03.
 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     -    73,560.      725,190.      MT  (+/- 180 meters Scaled)
 DE7429
 DE7429                          SUPERSEDED SURVEY CONTROL
 DE7429
 DE7429.No superseded survey control is available for this station.
 DE7429
 DE7429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ865266(NAD 83)
 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 - July 26, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 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  USGS QUAD   -  BLACK CREEK (1992)
 DF6077
 DF6077                         *CURRENT SURVEY CONTROL
 DF6077  ___________________________________________________________________
 DF6077* NAD 83(1997)-  44 26 01.29923(N)    088 24 47.44338(W)     ADJUSTED  
 DF6077* NAVD 88     -       237.92   (meters)     780.6    (feet)  GPS OBS   
 DF6077  ___________________________________________________________________
 DF6077  X           -     126,329.981 (meters)                     COMP
 DF6077  Y           -  -4,560,264.020 (meters)                     COMP
 DF6077  Z           -   4,442,771.175 (meters)                     COMP
 DF6077  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 DF6077  ELLIP HEIGHT-         201.68  (meters)          (06/11/03) GPS OBS
 DF6077  GEOID HEIGHT-         -36.24  (meters)                     GEOID03
 DF6077
 DF6077  HORZ ORDER  -  FIRST
 DF6077  ELLP ORDER  -  THIRD     CLASS I
 DF6077
 DF6077.The horizontal coordinates were established by GPS observations
 DF6077.and adjusted by the National Geodetic Survey in June 2003..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6077
 DF6077.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6077
 DF6077.The ellipsoidal height was determined by GPS observations
 DF6077.and is referenced to NAD 83.
 DF6077
 DF6077.The geoid height was determined by GEOID03.
 DF6077
 DF6077;                    North         East     Units Scale Factor Converg.
 DF6077;SPC WI C     -    67,945.274   726,330.356   MT  0.99997034   +1 07 10.6
 DF6077;SPC WI C     -   222,917.12  2,382,968.84   sFT  0.99997034   +1 07 10.6
 DF6077;UTM  16      - 4,921,015.283   387,527.978   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  =   0.99993872
 DF6077!UTM  16      -   0.99996838  x   0.99975557  =   0.99972396
 DF6077
 DF6077                          SUPERSEDED SURVEY CONTROL
 DF6077
 DF6077.No superseded survey control is available for this station.
 DF6077
 DF6077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8752821015(NAD 83)
 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 - July 12, 2005
 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
 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.
 DF6077'OWNERSHIP--OUTAGAMIE COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DF6077'OF STATE HIGHWAY
 DF6077'47 WITH STATE HIGHWAY 54 IN THE VILLAGE OF BLACK CREEK, GO SOUTH ON
 DF6077'STATE HIGHWAY 47 FOR
 DF6077'4.8 KM TO STINGLE ROAD, TURN LEFT AND GO EAST ON STINGLE ROAD FOR 3.2
 DF6077'KM TO COUNTY
 DF6077'HIGHWAY PP, TURN LEFT AND GO NORTH ON COUNTY HIGHWAY PP FOR 0.3 KM TO
 DF6077'THE STATION ON
 DF6077'THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF6077'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
 DF6077'ABOUT 0.5 M BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 10.0 M WEST OF
 DF6077'THE CENTERLINE OF
 DF6077'COUNTY HIGHWAY PP, 227 M SOUTH OF THE CENTERLINE OF A PRIVATE ENTRANCE
 DF6077'--N5449--, 70 M
 DF6077'NORTH OF A TELEPHONE PEDESTAL --L441 45 --, 26 M SOUTH OF THE EXTENDED
 DF6077'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
 DF6077'EAST, 1.0 M SOUTH, AND 1.0 M NORTH OF THREE 4X4 ORANGE PLASTIC WITNESS
 DF6077'POSTS.
 DF6077'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF6077'THAN 15 DEGREES ABOVE
 DF6077'THE HORIZON.
 DF6077' 
 DF6077' 
 DF6077' 
 DF6077' 
 DF6077' 
 DF6077'
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5045 ***********************************************************************
 DH5045  DESIGNATION -  BLACK EARTH E GPS
 DH5045  PID         -  DH5045
 DH5045  STATE/COUNTY-  WI/DANE
 DH5045  USGS QUAD   -  MAZOMANIE (1962)
 DH5045
 DH5045                         *CURRENT SURVEY CONTROL
 DH5045  ___________________________________________________________________
 DH5045* NAD 83(1997)-  43 08 12.46890(N)    089 45 22.36432(W)     ADJUSTED  
 DH5045* NAVD 88     -                                                        
 DH5045  ___________________________________________________________________
 DH5045  X           -      19,835.139 (meters)                     COMP
 DH5045  Y           -  -4,661,691.148 (meters)                     COMP
 DH5045  Z           -   4,338,751.897 (meters)                     COMP
 DH5045  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 DH5045  ELLIP HEIGHT-         216.31  (meters)          (08/01/05) GPS OBS
 DH5045  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 DH5045
 DH5045  HORZ ORDER  -  FIRST
 DH5045  ELLP ORDER  -  SECOND    CLASS I
 DH5045
 DH5045.The horizontal coordinates were established by GPS observations
 DH5045.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5045
 DH5045
 DH5045.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5045
 DH5045.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5045
 DH5045.The ellipsoidal height was determined by GPS observations
 DH5045.and is referenced to NAD 83.
 DH5045
 DH5045.The geoid height was determined by GEOID03.
 DH5045
 DH5045;                    North         East     Units Scale Factor Converg.
 DH5045;SPC WI S     -   126,316.073   619,833.372   MT  0.99994314   +0 10 03.0
 DH5045;SPC WI S     -   414,421.98  2,033,569.99   sFT  0.99994314   +0 10 03.0
 DH5045;UTM  16      - 4,779,694.009   275,838.948   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  =   0.99990922
 DH5045!UTM  16      -   0.99996608  x   1.00021818  =   1.00018425
 DH5045
 DH5045                          SUPERSEDED SURVEY CONTROL
 DH5045
 DH5045.No superseded survey control is available for this station.
 DH5045
 DH5045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7583979694(NAD 83)
 DH5045_MARKER: DD = SURVEY DISK
 DH5045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5045_STAMPING: BLACK EARTH E GPS
 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 - December 27, 2005
 DH5045
 DH5045  HISTORY     - Date     Condition        Report By
 DH5045  HISTORY     - 2003     MONUMENTED       WIDT
 DH5045  HISTORY     - 20051227 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH4974 ***********************************************************************
 DH4974  DESIGNATION -  BLACK EARTH GPS
 DH4974  PID         -  DH4974
 DH4974  STATE/COUNTY-  WI/IOWA
 DH4974  USGS QUAD   -  MAZOMANIE (1962)
 DH4974
 DH4974                         *CURRENT SURVEY CONTROL
 DH4974  ___________________________________________________________________
 DH4974* NAD 83(1997)-  43 07 49.61317(N)    089 50 44.39629(W)     ADJUSTED  
 DH4974* NAVD 88     -                                                        
 DH4974  ___________________________________________________________________
 DH4974  X           -      12,558.290 (meters)                     COMP
 DH4974  Y           -  -4,662,184.486 (meters)                     COMP
 DH4974  Z           -   4,338,223.864 (meters)                     COMP
 DH4974  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 DH4974  ELLIP HEIGHT-         196.86  (meters)          (08/01/05) GPS OBS
 DH4974  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 DH4974
 DH4974  HORZ ORDER  -  B
 DH4974  ELLP ORDER  -  FOURTH    CLASS I
 DH4974
 DH4974.The horizontal coordinates were established by GPS observations
 DH4974.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH4974
 DH4974
 DH4974.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4974
 DH4974.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4974
 DH4974.The ellipsoidal height was determined by GPS observations
 DH4974.and is referenced to NAD 83.
 DH4974
 DH4974.The geoid height was determined by GEOID03.
 DH4974
 DH4974;                    North         East     Units Scale Factor Converg.
 DH4974;SPC WI S     -   125,593.418   612,557.204   MT  0.99994366   +0 06 21.8
 DH4974;SPC WI S     -   412,051.07  2,009,698.09   sFT  0.99994366   +0 06 21.8
 DH4974;UTM  16      - 4,779,232.292   268,539.411   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  =   1.00022822
 DH4974
 DH4974                          SUPERSEDED SURVEY CONTROL
 DH4974
 DH4974.No superseded survey control is available for this station.
 DH4974
 DH4974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN6853979232(NAD 83)
 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 - December 28, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5101 ***********************************************************************
 DH5101  DESIGNATION -  BLACK HAWK GPS
 DH5101  PID         -  DH5101
 DH5101  STATE/COUNTY-  WI/SAUK
 DH5101  USGS QUAD   -  BLACK HAWK (1975)
 DH5101
 DH5101                         *CURRENT SURVEY CONTROL
 DH5101  ___________________________________________________________________
 DH5101* NAD 83(1997)-  43 17 32.57702(N)    089 55 54.24656(W)     ADJUSTED  
 DH5101* NAVD 88     -                                                        
 DH5101  ___________________________________________________________________
 DH5101  X           -       5,540.096 (meters)                     COMP
 DH5101  Y           -  -4,649,889.453 (meters)                     COMP
 DH5101  Z           -   4,351,345.316 (meters)                     COMP
 DH5101  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 DH5101  ELLIP HEIGHT-         210.08  (meters)          (08/01/05) GPS OBS
 DH5101  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 DH5101
 DH5101  HORZ ORDER  -  FIRST
 DH5101  ELLP ORDER  -  SECOND    CLASS I
 DH5101
 DH5101.The horizontal coordinates were established by GPS observations
 DH5101.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5101
 DH5101
 DH5101.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5101
 DH5101.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5101
 DH5101.The ellipsoidal height was determined by GPS observations
 DH5101.and is referenced to NAD 83.
 DH5101
 DH5101.The geoid height was determined by GEOID03.
 DH5101
 DH5101;                    North         East     Units Scale Factor Converg.
 DH5101;SPC WI S     -   143,573.359   605,539.551   MT  0.99993434   +0 02 48.9
 DH5101;SPC WI S     -   471,040.26  1,986,674.34   sFT  0.99993434   +0 02 48.9
 DH5101;UTM  16      - 4,797,458.521   262,168.935   MT  1.00029586   -2 00 40.7
 DH5101;UTM  15      - 4,797,856.575   748,907.387   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  =   1.00032923
 DH5101
 DH5101                          SUPERSEDED SURVEY CONTROL
 DH5101
 DH5101.No superseded survey control is available for this station.
 DH5101
 DH5101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN6216997459(NAD 83)
 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 - 2004
 DH5101
 DH5101  HISTORY     - Date     Condition        Report By
 DH5101  HISTORY     - 2004     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0525 ***********************************************************************
 QN0525  DESIGNATION -  BLACK LAKE
 QN0525  PID         -  QN0525
 QN0525  STATE/COUNTY-  WI/SAWYER
 QN0525  USGS QUAD   -  BLAISDELL LAKE (1971)
 QN0525
 QN0525                         *CURRENT SURVEY CONTROL
 QN0525  ___________________________________________________________________
 QN0525* NAD 83(1991)-  45 59 20.64356(N)    090 57 15.77567(W)     ADJUSTED  
 QN0525* NAVD 88     -       457.     (meters)    1499.     (feet)  SCALED    
 QN0525  ___________________________________________________________________
 QN0525  LAPLACE CORR-          -4.52  (seconds)                    DEFLEC99
 QN0525  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 QN0525
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0525
 QN0525.The geoid height was determined by GEOID03.
 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     -   0.99993305  x   0.99995019  =   0.99988324
 QN0525!UTM  15      -   0.99993305  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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0525.See file dsdata.txt to determine how the superseded data were derived.
 QN0525
 QN0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL5842794867(NAD 83)
 QN0525_MARKER: DS = TRIANGULATION STATION DISK
 QN0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 QN0526 ***********************************************************************
 QN0526  DESIGNATION -  BLACK LAKE
 QN0526  PID         -  QN0526
 QN0526  STATE/COUNTY-  WI/SAWYER
 QN0526  USGS QUAD   -  BLAISDELL LAKE (1971)
 QN0526
 QN0526                         *CURRENT SURVEY CONTROL
 QN0526  ___________________________________________________________________
 QN0526* NAD 83(1991)-  45 59 20.06303(N)    090 57 16.55054(W)     ADJUSTED  
 QN0526* NAVD 88     -       457.     (meters)    1499.     (feet)  SCALED    
 QN0526  ___________________________________________________________________
 QN0526  LAPLACE CORR-          -4.52  (seconds)                    DEFLEC99
 QN0526  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 QN0526
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0526
 QN0526.The geoid height was determined by GEOID03.
 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     -   0.99993305  x   0.99995020  =   0.99988325
 QN0526!UTM  15      -   0.99993305  x   0.99990850  =   0.99984156
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0526.See file dsdata.txt to determine how the superseded data were derived.
 QN0526
 QN0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL5841194849(NAD 83)
 QN0526_MARKER: DD = SURVEY DISK
 QN0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0526_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QN0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0526+STABILITY: SURFACE MOTION
 QN0526
 QN0526  HISTORY     - Date     Condition        Report By
 QN0526  HISTORY     - 1952     MONUMENTED       USGS
 QN0526  HISTORY     - 1969     GOOD             USGS
 QN0526
 QN0526                          STATION DESCRIPTION
 QN0526
 QN0526'DESCRIBED BY US GEOLOGICAL 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 = OCTOBER  7, 2006
 OM0920 ***********************************************************************
 OM0920  DESIGNATION -  BLACK OAK RESET
 OM0920  PID         -  OM0920
 OM0920  STATE/COUNTY-  WI/WINNEBAGO
 OM0920  USGS QUAD   -  VAN DYNE (1992)
 OM0920
 OM0920                         *CURRENT SURVEY CONTROL
 OM0920  ___________________________________________________________________
 OM0920* NAD 83(1991)-  43 57 06.58728(N)    088 34 57.59890(W)     ADJUSTED  
 OM0920* NAVD 88     -       265.     (meters)     869.     (feet)  SCALED    
 OM0920  ___________________________________________________________________
 OM0920  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 OM0920  GEOID HEIGHT-         -36.14  (meters)                     GEOID03
 OM0920
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0920
 OM0920.The geoid height was determined by GEOID03.
 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     -   0.99996412  x   0.99997870  =   0.99994282
 OM0920!UTM  16      -   0.99996412  x   0.99979835  =   0.99976248
 OM0920
 OM0920:                Primary Azimuth Mark                     Grid Az
 OM0920:SPC WI S     -  OSHKOSH PAINE LUMBER CO TANK             009 32 50.0
 OM0920:UTM  16      -  OSHKOSH PAINE LUMBER CO TANK             011 37 10.9
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0920.See file dsdata.txt to determine how the superseded data were derived.
 OM0920
 OM0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7300867740(NAD 83)
 OM0920_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1003 ***********************************************************************
 NH1003  DESIGNATION -  BLACK RESET
 NH1003  PID         -  NH1003
 NH1003  STATE/COUNTY-  WI/WALWORTH
 NH1003  USGS QUAD   -  LAKE GENEVA (1976)
 NH1003
 NH1003                         *CURRENT SURVEY CONTROL
 NH1003  ___________________________________________________________________
 NH1003* NAD 83(1991)-  42 37 01.42729(N)    088 22 44.80945(W)     ADJUSTED  
 NH1003* NAVD 88     -       285.     (meters)     935.     (feet)  SCALED    
 NH1003  ___________________________________________________________________
 NH1003  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 NH1003  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 NH1003
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1003
 NH1003.The geoid height was determined by GEOID03.
 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     -   0.99996067  x   1.00002547  =   0.99998614
 NH1003!UTM  16      -   0.99996067  x   0.99975739  =   0.99971807
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1003.See file dsdata.txt to determine how the superseded data were derived.
 NH1003
 NH1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8689419214(NAD 83)
 NH1003_MARKER: DS = TRIANGULATION STATION DISK
 NH1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1003_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 PO0140 ***********************************************************************
 PO0140  DESIGNATION -  BLACK RIVER FALLS
 PO0140  PID         -  PO0140
 PO0140  STATE/COUNTY-  WI/JACKSON
 PO0140  USGS QUAD   -  BLACK RIVER FALLS (1984)
 PO0140
 PO0140                         *CURRENT SURVEY CONTROL
 PO0140  ___________________________________________________________________
 PO0140* NAD 83(1986)-  44 17 38.     (N)    090 50 31.     (W)     SCALED    
 PO0140* NAVD 88     -       246.145  (meters)     807.56   (feet)  ADJUSTED  
 PO0140  ___________________________________________________________________
 PO0140  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 PO0140  DYNAMIC HT  -         246.105 (meters)     807.43  (feet)  COMP
 PO0140  MODELED GRAV-     980,451.4   (mgal)                       NAVD 88
 PO0140
 PO0140  VERT ORDER  -  SECOND    CLASS 0
 PO0140
 PO0140.The horizontal coordinates were scaled from a topographic map and have
 PO0140.an estimated accuracy of +/- 6 seconds.
 PO0140
 PO0140.The orthometric height was determined by differential leveling
 PO0140.and adjusted by the National Geodetic Survey in June 1991..
 PO0140
 PO0140.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0140.See file dsdata.txt to determine how the superseded data were derived.
 PO0140
 PO0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK721067(NAD 83)
 PO0140_MARKER: DB = BENCH MARK DISK
 PO0140_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PO0140_SP_SET: PLATFORM
 PO0140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PO0140
 PO0140  HISTORY     - Date     Condition        Report By
 PO0140  HISTORY     - UNK      MONUMENTED       CGS
 PO0140  HISTORY     - 1934     GOOD             NGS
 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 NATIONAL 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 = OCTOBER  7, 2006
 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  USGS QUAD   -  BLACK RIVER FALLS (1984)
 PO0770
 PO0770                         *CURRENT SURVEY CONTROL
 PO0770  ___________________________________________________________________
 PO0770* NAD 83(1997)-  44 15 12.00704(N)    090 50 39.46922(W)     ADJUSTED  
 PO0770* NAVD 88     -       255.26   (meters)     837.5    (feet)  GPS OBS   
 PO0770  ___________________________________________________________________
 PO0770  X           -     -67,428.951 (meters)                     COMP
 PO0770  Y           -  -4,575,539.929 (meters)                     COMP
 PO0770  Z           -   4,428,452.341 (meters)                     COMP
 PO0770  LAPLACE CORR-          -8.08  (seconds)                    DEFLEC99
 PO0770  ELLIP HEIGHT-         222.30  (meters)          (04/28/99) GPS OBS
 PO0770  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 PO0770
 PO0770  HORZ ORDER  -  A
 PO0770  ELLP ORDER  -  THIRD     CLASS I
 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 April 1999..
 PO0770
 PO0770.The orthometric height was determined by GPS observations and a
 PO0770.high-resolution geoid model.
 PO0770
 PO0770.GPS derived orthometric heights for airport stations designated as
 PO0770.PACS or SACS are published to 2 decimal places.  This maintains
 PO0770.centimeter relative accuracy between the PACS and SACS.  It does
 PO0770.not indicate centimeter accuracy relative to other marks which are
 PO0770.part of the NAVD 88 network.
 PO0770
 PO0770.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PO0770
 PO0770.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0770
 PO0770.The ellipsoidal height was determined by GPS observations
 PO0770.and is referenced to NAD 83.
 PO0770
 PO0770.The geoid height was determined by GEOID03.
 PO0770
 PO0770;                    North         East     Units Scale Factor Converg.
 PO0770;SPC WI C     -    47,020.473   532,572.212   MT  0.99999937   -0 35 44.6
 PO0770;SPC WI C     -   154,266.34  1,747,280.67   sFT  0.99999937   -0 35 44.6
 PO0770;UTM  15      - 4,902,270.615   672,095.598   MT  0.99996425   +1 30 16.9
 PO0770
 PO0770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0770!SPC WI C     -   0.99996514  x   0.99999937  =   0.99996451
 PO0770!UTM  15      -   0.99996514  x   0.99996425  =   0.99992940
 PO0770
 PO0770:                Primary Azimuth Mark                     Grid Az
 PO0770:SPC WI C     -  BLACK RIVER FALLS GPS AZ MK              252 24 09.7
 PO0770:UTM  15      -  BLACK RIVER FALLS GPS AZ MK              250 18 08.2
 PO0770
 PO0770|---------------------------------------------------------------------|
 PO0770| PID    Reference Object                     Distance      Geod. Az  |
 PO0770|                                                           dddmmss.s |
 PO0770| PO0777 BLACK RIVER FALLS GPS AZ MK         APPROX. 1.2 KM 2514825.1 |
 PO0770|---------------------------------------------------------------------|
 PO0770
 PO0770                          SUPERSEDED SURVEY CONTROL
 PO0770
 PO0770  NAD 83(1991)-  44 15 12.00646(N)    090 50 39.46747(W) AD(       ) B
 PO0770  ELLIP H (06/11/91)  222.38   (m)                       GP(       ) 4 1
 PO0770  NGVD 29 (06/11/91)  255.3    (m)          838.     (f) GPS OBS        
 PO0770
 PO0770.Superseded values are not recommended for survey control.
 PO0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0770.See file dsdata.txt to determine how the superseded data were derived.
 PO0770
 PO0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK7209602271(NAD 83)
 PO0770_MARKER: DH = HORIZONTAL CONTROL DISK
 PO0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0770_SP_SET: CONCRETE POST
 PO0770_STAMPING: BLACK RIVER FALLS GPS 1989
 PO0770_MARK LOGO: NGS   
 PO0770_PROJECTION: FLUSH
 PO0770_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PO0770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PO0770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PO0770+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0777 ***********************************************************************
 PO0777  DESIGNATION -  BLACK RIVER FALLS GPS AZ MK
 PO0777  PID         -  PO0777
 PO0777  STATE/COUNTY-  WI/JACKSON
 PO0777  USGS QUAD   -  BLACK RIVER FALLS (1984)
 PO0777
 PO0777                         *CURRENT SURVEY CONTROL
 PO0777  ___________________________________________________________________
 PO0777* NAD 83(1997)-  44 14 59.54459(N)    090 51 32.21141(W)     ADJUSTED  
 PO0777* NAVD 88     -       251.6    (meters)     825.     (feet)  VERTCON   
 PO0777  ___________________________________________________________________
 PO0777  X           -     -68,602.905 (meters)                     COMP
 PO0777  Y           -  -4,575,788.304 (meters)                     COMP
 PO0777  Z           -   4,428,174.235 (meters)                     COMP
 PO0777  LAPLACE CORR-          -8.09  (seconds)                    DEFLEC99
 PO0777  ELLIP HEIGHT-         218.62  (meters)          (09/30/02) GPS OBS
 PO0777  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 PO0777
 PO0777  HORZ ORDER  -  FIRST
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 PO0777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0777
 PO0777.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PO0777
 PO0777.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0777
 PO0777.The ellipsoidal height was determined by GPS observations
 PO0777.and is referenced to NAD 83.
 PO0777
 PO0777.The geoid height was determined by GEOID03.
 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 10.1
 PO0777:UTM  15      -  BLACK RIVER FALLS GPS                    070 18 08.6
 PO0777
 PO0777|---------------------------------------------------------------------|
 PO0777| PID    Reference Object                     Distance      Geod. Az  |
 PO0777|                                                           dddmmss.s |
 PO0777| PO0770 BLACK RIVER FALLS GPS               APPROX. 1.2 KM 0714748.3 |
 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)  218.69   (m)                       GP(       ) 4 1
 PO0777  NGVD 29 (08/19/91)  251.6    (m)          825.     (f) GPS OBS        
 PO0777
 PO0777.Superseded values are not recommended for survey control.
 PO0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0777.See file dsdata.txt to determine how the superseded data were derived.
 PO0777
 PO0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK7093601855(NAD 83)
 PO0777_MARKER: DZ = AZIMUTH MARK DISK
 PO0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0777_SP_SET: CONCRETE POST
 PO0777_STAMPING: BLACK RIVER FALLS 1989
 PO0777_MARK LOGO: NGS   
 PO0777_MAGNETIC: N = NO MAGNETIC MATERIAL
 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, 1990
 PO0777
 PO0777  HISTORY     - Date     Condition        Report By
 PO0777  HISTORY     - 1989     MONUMENTED       NGS
 PO0777  HISTORY     - 19900913 GOOD
 PO0777
 PO0777                          STATION DESCRIPTION
 PO0777
 PO0777'DESCRIBED BY NATIONAL GEODETIC SURVEY 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0598 ***********************************************************************
 PO0598  DESIGNATION -  BLACK RIVER FALLS MICROWAVE
 PO0598  PID         -  PO0598
 PO0598  STATE/COUNTY-  WI/JACKSON
 PO0598  USGS QUAD   -  BLACK RIVER FALLS (1984)
 PO0598
 PO0598                         *CURRENT SURVEY CONTROL
 PO0598  ___________________________________________________________________
 PO0598* NAD 83(1991)-  44 22 22.69242(N)    090 50 33.90037(W)     ADJUSTED  
 PO0598* NAVD 88     -                                                        
 PO0598  ___________________________________________________________________
 PO0598  LAPLACE CORR-          -8.68  (seconds)                    DEFLEC99
 PO0598  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 PO0598
 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
 PO0598.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0598
 PO0598.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 PO0598
 PO0598  NAD 83(1991)-  44 22 22.69178(N)    090 50 33.89992(W) AD(       ) 4
 PO0598  NAD 83(1986)-  44 22 22.68800(N)    090 50 33.90771(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0598.See file dsdata.txt to determine how the superseded data were derived.
 PO0598
 PO0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK7186915562(NAD 83)
 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 = OCTOBER  7, 2006
 PO0141 ***********************************************************************
 PO0141  DESIGNATION -  BLACK RIVER FALLS RESET
 PO0141  PID         -  PO0141
 PO0141  STATE/COUNTY-  WI/JACKSON
 PO0141  USGS QUAD   -  BLACK RIVER FALLS (1984)
 PO0141
 PO0141                         *CURRENT SURVEY CONTROL
 PO0141  ___________________________________________________________________
 PO0141* NAD 83(1986)-  44 17 38.     (N)    090 50 31.     (W)     SCALED    
 PO0141* NAVD 88     -       245.39   (+/-2cm)     805.1    (feet)  VERTCON   
 PO0141  ___________________________________________________________________
 PO0141  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 PO0141
 PO0141  VERT ORDER  -  THIRD (See Below)
 PO0141
 PO0141.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 PO0141
 PO0141.The geoid height was determined by GEOID03.
 PO0141
 PO0141;                    North         East    Units  Estimated Accuracy
 PO0141;SPC WI C     -    51,520.      532,810.      MT  (+/- 180 meters Scaled)
 PO0141
 PO0141                          SUPERSEDED SURVEY CONTROL
 PO0141
 PO0141  NGVD 29 (09/01/04)  245.40   (m)          805.1    (f) RESET       3  
 PO0141
 PO0141.Superseded values are not recommended for survey control.
 PO0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0141.See file dsdata.txt to determine how the superseded data were derived.
 PO0141
 PO0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK721067(NAD 83)
 PO0141_MARKER: DB = BENCH MARK DISK
 PO0141_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PO0141_SP_SET: CONCRETE FOOTING
 PO0141_STAMPING: BLACK RIVER FALLS 1934 RESET 1969
 PO0141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PO0141
 PO0141  HISTORY     - Date     Condition        Report By
 PO0141  HISTORY     - 1969     MONUMENTED       DOD
 PO0141  HISTORY     - 20011019 MARK NOT FOUND   USPSQD
 PO0141
 PO0141                          STATION DESCRIPTION
 PO0141
 PO0141'DESCRIBED BY US DEPARTMENT OF DEFENSE 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 = OCTOBER  7, 2006
 OM1218 ***********************************************************************
 OM1218  DESIGNATION -  BLACK RM 2
 OM1218  PID         -  OM1218
 OM1218  STATE/COUNTY-  WI/DANE
 OM1218  USGS QUAD   -  CROSS PLAINS (1982)
 OM1218
 OM1218                         *CURRENT SURVEY CONTROL
 OM1218  ___________________________________________________________________
 OM1218* NAD 83(1997)-  43 06 41.26530(N)    089 43 55.65382(W)     ADJUSTED  
 OM1218* NAVD 88     -       331.6    (meters)    1088.     (feet)  VERTCON   
 OM1218  ___________________________________________________________________
 OM1218  X           -      21,804.112 (meters)                     COMP
 OM1218  Y           -  -4,663,665.579 (meters)                     COMP
 OM1218  Z           -   4,336,752.984 (meters)                     COMP
 OM1218  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 OM1218  ELLIP HEIGHT-         297.38  (meters)          (06/17/02) GPS OBS
 OM1218  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 OM1218
 OM1218  HORZ ORDER  -  SECOND
 OM1218  ELLP ORDER  -  FOURTH    CLASS I
 OM1218
 OM1218.The horizontal coordinates were established by GPS observations
 OM1218.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1218
 OM1218.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1218
 OM1218.The ellipsoidal height was determined by GPS observations
 OM1218.and is referenced to NAD 83.
 OM1218
 OM1218.The geoid height was determined by GEOID03.
 OM1218
 OM1218;                    North         East     Units Scale Factor Converg.
 OM1218;SPC WI S     -   123,507.735   621,801.945   MT  0.99994527   +0 11 02.6
 OM1218;SPC WI S     -   405,208.29  2,040,028.55   sFT  0.99994527   +0 11 02.6
 OM1218;UTM  16      - 4,776,816.197   277,706.184   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                          SUPERSEDED SURVEY CONTROL
 OM1218
 OM1218  NAD 83(1991)-  43 06 41.26478(N)    089 43 55.65245(W) AD(       ) 2
 OM1218  ELLIP H (11/21/91)  297.50   (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)         1088.     (f) GPS OBS        
 OM1218
 OM1218.Superseded values are not recommended for survey control.
 OM1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1218.See file dsdata.txt to determine how the superseded data were derived.
 OM1218
 OM1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7770676816(NAD 83)
 OM1218_MARKER: DR = REFERENCE MARK DISK
 OM1218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 AI9518 ***********************************************************************
 AI9518  DESIGNATION -  BLACK WOLF W GPS
 AI9518  PID         -  AI9518
 AI9518  STATE/COUNTY-  WI/WINNEBAGO
 AI9518  USGS QUAD   -  VAN DYNE (1992)
 AI9518
 AI9518                         *CURRENT SURVEY CONTROL
 AI9518  ___________________________________________________________________
 AI9518* NAD 83(1997)-  43 55 21.70623(N)    088 32 32.68997(W)     ADJUSTED  
 AI9518* NAVD 88     -       247.537  (meters)     812.13   (feet)  ADJUSTED  
 AI9518  ___________________________________________________________________
 AI9518  X           -     117,050.366 (meters)                     COMP
 AI9518  Y           -  -4,600,102.212 (meters)                     COMP
 AI9518  Z           -   4,402,055.620 (meters)                     COMP
 AI9518  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 AI9518  ELLIP HEIGHT-         211.46  (meters)          (07/20/01) GPS OBS
 AI9518  GEOID HEIGHT-         -36.08  (meters)                     GEOID03
 AI9518  DYNAMIC HT  -         247.484 (meters)     811.95  (feet)  COMP
 AI9518  MODELED GRAV-     980,400.7   (mgal)                       NAVD 88
 AI9518
 AI9518  HORZ ORDER  -  FIRST
 AI9518  VERT ORDER  -  SECOND    CLASS I
 AI9518  ELLP ORDER  -  FOURTH    CLASS I
 AI9518
 AI9518.The horizontal coordinates were established by GPS observations
 AI9518.and adjusted by the National Geodetic Survey in July 2001..
 AI9518
 AI9518.The orthometric height was determined by differential leveling
 AI9518.and adjusted by the National Geodetic Survey in February 2001..
 AI9518
 AI9518.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9518
 AI9518.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9518
 AI9518.The ellipsoidal height was determined by GPS observations
 AI9518.and is referenced to NAD 83.
 AI9518
 AI9518.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI9518;SPC WI S     -   214,620.936   717,050.106   MT  0.99997394   +1 00 05.4
 AI9518;SPC WI S     -   704,135.52  2,352,521.89   sFT  0.99997394   +1 00 05.4
 AI9518;UTM  16      - 4,864,443.221   376,177.304   MT  0.99978857   -1 04 12.3
 AI9518
 AI9518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9518!SPC WI S     -   0.99996684  x   0.99997394  =   0.99994078
 AI9518!UTM  16      -   0.99996684  x   0.99978857  =   0.99975542
 AI9518
 AI9518                          SUPERSEDED SURVEY CONTROL
 AI9518
 AI9518  NAVD 88 (07/20/01)  247.54   (m)          812.1    (f) LEVELING    3  
 AI9518
 AI9518.Superseded values are not recommended for survey control.
 AI9518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9518.See file dsdata.txt to determine how the superseded data were derived.
 AI9518
 AI9518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7617764443(NAD 83)
 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 - May 31, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1170 ***********************************************************************
 PN1170  DESIGNATION -  BLACKBERRY
 PN1170  PID         -  PN1170
 PN1170  STATE/COUNTY-  WI/MARATHON
 PN1170  USGS QUAD   -  DEWEY MARSH (1981)
 PN1170
 PN1170                         *CURRENT SURVEY CONTROL
 PN1170  ___________________________________________________________________
 PN1170* NAD 83(1991)-  44 42 36.53854(N)    089 30 37.07865(W)     ADJUSTED  
 PN1170* NAVD 88     -       406.3    (meters)    1333.     (feet)  VERTCON   
 PN1170  ___________________________________________________________________
 PN1170  LAPLACE CORR-          -5.17  (seconds)                    DEFLEC99
 PN1170  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 PN1170
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1170
 PN1170.The geoid height was determined by GEOID03.
 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     -   0.99994188  x   0.99994488  =   0.99988676
 PN1170!UTM  16      -   0.99994188  x   1.00008625  =   1.00002813
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1170.See file dsdata.txt to determine how the superseded data were derived.
 PN1170
 PN1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ0115453818(NAD 83)
 PN1170_MARKER: DH = HORIZONTAL CONTROL DISK
 PN1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1170_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PN1170_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 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
 PN1170'POINT.
 PN1170'OWNERSHIP--WISCONSIN DEPARTMENT OF NATURAL RESOURSES,
 PN1170'MR. KENNETH W. LEMONS-PARK RANGER, MOSINEE RANGER STATION,
 PN1170'ROUTE 2 BOX 39A, MOSINEE, WISCONSIN,
 PN1170'(PHONE NUMBER 715-693-2345).
 PN1170'
 PN1170'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND
 PN1170'10 AT THE EAST EDGE OF STEVENS POINT, GO NORTH ON HIGHWAY 51 FOR
 PN1170'6.85 MILES TO COUNTY ROUTE X EXIT.  EXIT OFF HIGHWAY 51 AND GO
 PN1170'NORTH ON COUNTY ROUTE X FOR 8.0 MILES TO THE JUNCTION OF COUNTY
 PN1170'ROUTE C.  TURN RIGHT AND GO EAST ON COUNTY ROUTE C FOR 3.8 MILES
 PN1170'TO A PAVED SIDEROAD LEFT, (KNAPP ROAD).  CONTINUE EAST ON
 PN1170'COUNTY ROUTE C FOR 1.0 MILE TO A GRAVEL TRACK ROAD RIGHT.  TURN
 PN1170'RIGHT, PASSING THROUGH GATE, AND GO SOUTH FOR 0.3 MILE TO AN OLD
 PN1170'LOOKOUT TOWER AND THE STATION AS DESCRIBED.
 PN1170'
 PN1170'THE STATION IS A STANDARD NGS DISK
 PN1170'STAMPED---BLACKBERRY 1980---,
 PN1170'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN1170'FLUSH WITH GROUND.  IT IS LOCATED
 PN1170'14.02 METERS (46 FT) SOUTHEAST FROM A 14-INCH OAK TREE,
 PN1170'13.26 METERS (43.5 FT) NORTHEAST FROM A TRIPLE TRUNK OAK TREE,
 PN1170'10.79 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
 PN1170'TOWER.
 PN1170'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 PN1170'STAMPED---BLACKBERRY 1980---,
 PN1170'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 PN1170'
 PN1170'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 PN1170'STAMPED---BLACKBERRY NO 1 1980---,
 PN1170'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN1170'FLUSH WITH GROUND.  IT IS LOCATED
 PN1170'24.54 METERS (80.5 FT) SOUTH FROM A UTILITY POLE WITH
 PN1170'TRANSFORMER,
 PN1170'11.37 METERS (37.3 FT) EAST-NORTHEAST FROM THE NORTHEAST LEG OF
 PN1170'THE LOOKOUT TOWER,
 PN1170'5.58 METERS (18.3 FT) NORTH-NORTHWEST FROM A 6-INCH MAPLE TREE
 PN1170'AND
 PN1170'0.55 METER (1.8 FT) WEST FROM A METAL WITNESS POST.
 PN1170'MARK IS LEVEL WITH STATION.
 PN1170'
 PN1170'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 PN1170'STAMPED---BLACKBERRY NO 2 1980---,
 PN1170'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN1170'FLUSH WITH GROUND.  IT IS LOCATED
 PN1170'13.72 METERS (45.0 FT) NORTH FROM A 14-INCH OAK TREE,
 PN1170'11.40 METERS (37.4 FT) SOUTH FROM A 12-INCH OAK TREE,
 PN1170'6.55 METERS (21.5 FT) NORTHWEST FROM THE NORTHWEST LEG OF THE
 PN1170'LOOKOUT TOWER,
 PN1170'4.42 METERS (14.5 FT) EAST FROM A 16-INCH OAK TREE AND
 PN1170'0.85 METER (2.8 FT) EAST FROM A METAL WITNESS POST.
 PN1170'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 = OCTOBER  7, 2006
 PN1300 ***********************************************************************
 PN1300  DESIGNATION -  BLACKBERRY LOT
 PN1300  PID         -  PN1300
 PN1300  STATE/COUNTY-  WI/MARATHON
 PN1300  USGS QUAD   -  DEWEY MARSH (1981)
 PN1300
 PN1300                         *CURRENT SURVEY CONTROL
 PN1300  ___________________________________________________________________
 PN1300* NAD 83(1991)-  44 42 36.89907(N)    089 30 37.00751(W)     ADJUSTED  
 PN1300* NAVD 88     -                                                        
 PN1300  ___________________________________________________________________
 PN1300  LAPLACE CORR-          -5.17  (seconds)                    DEFLEC99
 PN1300  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 PN1300
 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
 PN1300.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1300
 PN1300.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 PN1300
 PN1300  NAD 83(1986)-  44 42 36.89771(N)    089 30 37.01492(W) AD(       ) 4
 PN1300
 PN1300.Superseded values are not recommended for survey control.
 PN1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1300.See file dsdata.txt to determine how the superseded data were derived.
 PN1300
 PN1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ0115653829(NAD 83)
 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 = OCTOBER  7, 2006
 AB8530 ***********************************************************************
 AB8530  DESIGNATION -  BLAINE
 AB8530  PID         -  AB8530
 AB8530  STATE/COUNTY-  WI/BURNETT
 AB8530  USGS QUAD   -  DAIRYLAND (1983)
 AB8530
 AB8530                         *CURRENT SURVEY CONTROL
 AB8530  ___________________________________________________________________
 AB8530* NAD 83(1997)-  46 08 33.74287(N)    092 11 05.59065(W)     ADJUSTED  
 AB8530* NAVD 88     -       315.4    (meters)    1035.     (feet)  GPS OBS   
 AB8530  ___________________________________________________________________
 AB8530  X           -    -168,779.586 (meters)                     COMP
 AB8530  Y           -  -4,423,877.858 (meters)                     COMP
 AB8530  Z           -   4,576,460.517 (meters)                     COMP
 AB8530  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 AB8530  ELLIP HEIGHT-         289.00  (meters)          (01/30/03) GPS OBS
 AB8530  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AB8530
 AB8530  HORZ ORDER  -  FIRST
 AB8530  ELLP ORDER  -  FOURTH    CLASS I
 AB8530
 AB8530.The horizontal coordinates were established by GPS observations
 AB8530.and adjusted by the National Geodetic Survey in January 2003..
 AB8530
 AB8530.The orthometric height was determined by GPS observations and a
 AB8530.high-resolution geoid model.
 AB8530
 AB8530.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8530
 AB8530.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8530
 AB8530.The ellipsoidal height was determined by GPS observations
 AB8530.and is referenced to NAD 83.
 AB8530
 AB8530.The geoid height was determined by GEOID03.
 AB8530
 AB8530;                    North         East     Units Scale Factor Converg.
 AB8530;SPC WI N     -   110,802.810   431,217.636   MT  0.99994544   -1 34 34.0
 AB8530;SPC WI N     -   363,525.55  1,414,753.19   sFT  0.99994544   -1 34 34.0
 AB8530;UTM  15      - 5,110,226.252   562,953.601   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  =   0.99990014
 AB8530!UTM  15      -   0.99995470  x   0.99964872  =   0.99960343
 AB8530
 AB8530                          SUPERSEDED SURVEY CONTROL
 AB8530
 AB8530  NAD 83(1991)-  46 08 33.74258(N)    092 11 05.58881(W) AD(       ) 1
 AB8530  ELLIP H (12/09/96)  289.03   (m)                       GP(       ) 4 1
 AB8530
 AB8530.Superseded values are not recommended for survey control.
 AB8530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8530.See file dsdata.txt to determine how the superseded data were derived.
 AB8530
 AB8530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6295410226(NAD 83)
 AB8530_MARKER: DD = SURVEY DISK
 AB8530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - 1993
 AB8530
 AB8530  HISTORY     - Date     Condition        Report By
 AB8530  HISTORY     - 1993     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5562 ***********************************************************************
 DH5562  DESIGNATION -  BLAINE GPS
 DH5562  PID         -  DH5562
 DH5562  STATE/COUNTY-  WI/PORTAGE
 DH5562  USGS QUAD   -  BLAINE (1969)
 DH5562
 DH5562                         *CURRENT SURVEY CONTROL
 DH5562  ___________________________________________________________________
 DH5562* NAD 83(1997)-  44 18 18.65595(N)    089 18 55.19794(W)     ADJUSTED  
 DH5562* NAVD 88     -                                                        
 DH5562  ___________________________________________________________________
 DH5562  X           -      54,633.606 (meters)                     COMP
 DH5562  Y           -  -4,571,747.961 (meters)                     COMP
 DH5562  Z           -   4,432,635.631 (meters)                     COMP
 DH5562  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 DH5562  ELLIP HEIGHT-         306.06  (meters)          (08/01/05) GPS OBS
 DH5562  GEOID HEIGHT-         -36.14  (meters)                     GEOID03
 DH5562
 DH5562  HORZ ORDER  -  FIRST
 DH5562  ELLP ORDER  -  SECOND    CLASS I
 DH5562
 DH5562.The horizontal coordinates were established by GPS observations
 DH5562.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5562
 DH5562
 DH5562.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5562
 DH5562.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5562
 DH5562.The ellipsoidal height was determined by GPS observations
 DH5562.and is referenced to NAD 83.
 DH5562
 DH5562.The geoid height was determined by GEOID03.
 DH5562
 DH5562;                    North         East     Units Scale Factor Converg.
 DH5562;SPC WI C     -    52,661.329   654,631.097   MT  0.99999002   +0 28 59.1
 DH5562;SPC WI C     -   172,773.04  2,147,735.52   sFT  0.99999002   +0 28 59.1
 DH5562;UTM  16      - 4,908,376.705   315,323.106   MT  1.00001945   -1 37 03.6
 DH5562
 DH5562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5562!SPC WI C     -   0.99995201  x   0.99999002  =   0.99994203
 DH5562!UTM  16      -   0.99995201  x   1.00001945  =   0.99997146
 DH5562
 DH5562                          SUPERSEDED SURVEY CONTROL
 DH5562
 DH5562.No superseded survey control is available for this station.
 DH5562
 DH5562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ1532308377(NAD 83)
 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 - August 11, 2003
 DH5562
 DH5562  HISTORY     - Date     Condition        Report By
 DH5562  HISTORY     - 1996     MONUMENTED       WI-097
 DH5562  HISTORY     - 20030811 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0695 ***********************************************************************
 PO0695  DESIGNATION -  BLAIR
 PO0695  PID         -  PO0695
 PO0695  STATE/COUNTY-  WI/TREMPEALEAU
 PO0695  USGS QUAD   -  WHITEHALL (1973)
 PO0695
 PO0695                         *CURRENT SURVEY CONTROL
 PO0695  ___________________________________________________________________
 PO0695* NAD 83(1991)-  44 18 51.17773(N)    091 15 13.67053(W)     ADJUSTED  
 PO0695* NAVD 88     -       334.1    (meters)    1096.     (feet)  VERTCON   
 PO0695  ___________________________________________________________________
 PO0695  LAPLACE CORR-          -7.60  (seconds)                    DEFLEC99
 PO0695  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 PO0695
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0695
 PO0695.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0695.See file dsdata.txt to determine how the superseded data were derived.
 PO0695
 PO0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK3926008256(NAD 83)
 PO0695_MARKER: DD = SURVEY DISK
 PO0695_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  7, 2006
 DH5228 ***********************************************************************
 DH5228  DESIGNATION -  BLANCHARDVILLE GPS
 DH5228  PID         -  DH5228
 DH5228  STATE/COUNTY-  WI/LAFAYETTE
 DH5228  USGS QUAD   -  YELLOWSTONE LAKE (1981)
 DH5228
 DH5228                         *CURRENT SURVEY CONTROL
 DH5228  ___________________________________________________________________
 DH5228* NAD 83(1997)-  42 48 34.56080(N)    089 53 19.91107(W)     ADJUSTED  
 DH5228* NAVD 88     -                                                        
 DH5228  ___________________________________________________________________
 DH5228  X           -       9,090.457 (meters)                     COMP
 DH5228  Y           -  -4,686,555.375 (meters)                     COMP
 DH5228  Z           -   4,312,204.100 (meters)                     COMP
 DH5228  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 DH5228  ELLIP HEIGHT-         287.89  (meters)          (08/01/05) GPS OBS
 DH5228  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 DH5228
 DH5228  HORZ ORDER  -  FIRST
 DH5228  ELLP ORDER  -  SECOND    CLASS I
 DH5228
 DH5228.The horizontal coordinates were established by GPS observations
 DH5228.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5228
 DH5228
 DH5228.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5228
 DH5228.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5228
 DH5228.The ellipsoidal height was determined by GPS observations
 DH5228.and is referenced to NAD 83.
 DH5228
 DH5228.The geoid height was determined by GEOID03.
 DH5228
 DH5228;                    North         East     Units Scale Factor Converg.
 DH5228;SPC WI S     -    89,945.528   609,089.918   MT  0.99998550   +0 04 34.9
 DH5228;SPC WI S     -   295,096.29  1,998,322.51   sFT  0.99998550   +0 04 34.9
 DH5228;UTM  16      - 4,743,719.922   263,799.895   MT  1.00028642   -1 57 50.7
 DH5228
 DH5228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5228!SPC WI S     -   0.99995485  x   0.99998550  =   0.99994035
 DH5228!UTM  16      -   0.99995485  x   1.00028642  =   1.00024126
 DH5228
 DH5228                          SUPERSEDED SURVEY CONTROL
 DH5228
 DH5228.No superseded survey control is available for this station.
 DH5228
 DH5228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN6380043720(NAD 83)
 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 - 2003
 DH5228
 DH5228  HISTORY     - Date     Condition        Report By
 DH5228  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0215 ***********************************************************************
 PM0215  DESIGNATION -  BLAZES
 PM0215  PID         -  PM0215
 PM0215  STATE/COUNTY-  WI/OCONTO
 PM0215  USGS QUAD   -  OCONTO EAST (1974)
 PM0215
 PM0215                         *CURRENT SURVEY CONTROL
 PM0215  ___________________________________________________________________
 PM0215* NAD 83(1986)-  44 53 38.     (N)    087 50 15.     (W)     SCALED    
 PM0215* NAVD 88     -       177.051  (meters)     580.87   (feet)  ADJUSTED  
 PM0215  ___________________________________________________________________
 PM0215  GEOID HEIGHT-         -36.53  (meters)                     GEOID03
 PM0215  DYNAMIC HT  -         177.035 (meters)     580.82  (feet)  COMP
 PM0215  MODELED GRAV-     980,521.8   (mgal)                       NAVD 88
 PM0215
 PM0215  VERT ORDER  -  FIRST     CLASS 0
 PM0215
 PM0215.The horizontal coordinates were scaled from a topographic map and have
 PM0215.an estimated accuracy of +/- 6 seconds.
 PM0215
 PM0215.The orthometric height was determined by differential leveling
 PM0215.and adjusted by the National Geodetic Survey in June 1991..
 PM0215
 PM0215.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 PM0215
 PM0215.No superseded survey control is available for this station.
 PM0215
 PM0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ338715(NAD 83)
 PM0215_MARKER: Z = SEE DESCRIPTION
 PM0215_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PM0215_SP_SET: 11 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 = OCTOBER  7, 2006
 PN0512 ***********************************************************************
 PN0512  DESIGNATION -  BLOCK
 PN0512  PID         -  PN0512
 PN0512  STATE/COUNTY-  WI/WOOD
 PN0512  USGS QUAD   -  WISCONSIN RAPIDS NORTH (1984)
 PN0512
 PN0512                         *CURRENT SURVEY CONTROL
 PN0512  ___________________________________________________________________
 PN0512* NAD 83(1991)-  44 23 04.53068(N)    089 50 47.41162(W)     ADJUSTED  
 PN0512* NAVD 88     -       304.080  (meters)     997.64   (feet)  ADJUSTED  
 PN0512  ___________________________________________________________________
 PN0512  LAPLACE CORR-          -5.71  (seconds)                    DEFLEC99
 PN0512  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 PN0512  DYNAMIC HT  -         304.026 (meters)     997.46  (feet)  COMP
 PN0512  MODELED GRAV-     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
 PN0512.and adjusted by the National Geodetic Survey in June 1991..
 PN0512
 PN0512.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0512
 PN0512.The geoid height was determined by GEOID03.
 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;                    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     -   0.99995784  x   0.99997728  =   0.99993512
 PN0512!UTM  16      -   0.99995784  x   1.00023229  =   1.00019012
 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
 PN0512.Superseded values are not recommended for survey control.
 PN0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0512.See file dsdata.txt to determine how the superseded data were derived.
 PN0512
 PN0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7326118531(NAD 83)
 PN0512_MARKER: DB = BENCH MARK DISK
 PN0512_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PN0512_SP_SET: CONCRETE BLOCK
 PN0512_STAMPING: BLOCK 1926
 PN0512_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PN0512
 PN0512  HISTORY     - Date     Condition        Report By
 PN0512  HISTORY     - 1926     MONUMENTED       CGS
 PN0512  HISTORY     - 1930     GOOD             CGS
 PN0512  HISTORY     - 1930     MARK NOT FOUND   NGS
 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 NATIONAL 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 = OCTOBER  7, 2006
 PN0513 ***********************************************************************
 PN0513  DESIGNATION -  BLOCK RM 1
 PN0513  PID         -  PN0513
 PN0513  STATE/COUNTY-  WI/WOOD
 PN0513  USGS QUAD   -  WISCONSIN RAPIDS NORTH (1984)
 PN0513
 PN0513                         *CURRENT SURVEY CONTROL
 PN0513  ___________________________________________________________________
 PN0513* NAD 83(1986)-  44 23 04.     (N)    089 50 46.     (W)     SCALED    
 PN0513* NAVD 88     -       304.14   (+/-2cm)     997.8    (feet)  VERTCON   
 PN0513  ___________________________________________________________________
 PN0513  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 PN0513
 PN0513  VERT ORDER  -  THIRD (See Below)
 PN0513
 PN0513.The horizontal coordinates were scaled from a topographic map and have
 PN0513.an estimated accuracy of +/- 6 seconds.
 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.The vertical order pertains to the NGVD 29 superseded value.
 PN0513
 PN0513.The geoid height was determined by GEOID03.
 PN0513
 PN0513;                    North         East    Units  Estimated Accuracy
 PN0513;SPC WI C     -    61,250.      612,260.      MT  (+/- 180 meters Scaled)
 PN0513
 PN0513                          SUPERSEDED SURVEY CONTROL
 PN0513
 PN0513  NGVD 29 (09/01/04)  304.16   (m)          997.9    (f) RESET       3  
 PN0513
 PN0513.Superseded values are not recommended for survey control.
 PN0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0513.See file dsdata.txt to determine how the superseded data were derived.
 PN0513
 PN0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ732185(NAD 83)
 PN0513_MARKER: DR = REFERENCE MARK DISK
 PN0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0513_STAMPING: BLOCK 1926 NO 1 1973
 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
 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 = OCTOBER  7, 2006
 PN0514 ***********************************************************************
 PN0514  DESIGNATION -  BLOCK RM 2
 PN0514  PID         -  PN0514
 PN0514  STATE/COUNTY-  WI/WOOD
 PN0514  USGS QUAD   -  WISCONSIN RAPIDS NORTH (1984)
 PN0514
 PN0514                         *CURRENT SURVEY CONTROL
 PN0514  ___________________________________________________________________
 PN0514* NAD 83(1986)-  44 23 04.     (N)    089 50 46.     (W)     SCALED    
 PN0514* NAVD 88     -       304.04   (+/-2cm)     997.5    (feet)  VERTCON   
 PN0514  ___________________________________________________________________
 PN0514  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 PN0514
 PN0514  VERT ORDER  -  THIRD (See Below)
 PN0514
 PN0514.The horizontal coordinates were scaled from a topographic map and have
 PN0514.an estimated accuracy of +/- 6 seconds.
 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.The vertical order pertains to the NGVD 29 superseded value.
 PN0514
 PN0514.The geoid height was determined by GEOID03.
 PN0514
 PN0514;                    North         East    Units  Estimated Accuracy
 PN0514;SPC WI C     -    61,250.      612,260.      MT  (+/- 180 meters Scaled)
 PN0514
 PN0514                          SUPERSEDED SURVEY CONTROL
 PN0514
 PN0514  NGVD 29 (09/01/04)  304.06   (m)          997.6    (f) RESET       3  
 PN0514
 PN0514.Superseded values are not recommended for survey control.
 PN0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0514.See file dsdata.txt to determine how the superseded data were derived.
 PN0514
 PN0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ732185(NAD 83)
 PN0514_MARKER: DR = REFERENCE MARK DISK
 PN0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0514_STAMPING: BLOCK 1926 NO 2 1973
 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
 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 = OCTOBER  7, 2006
 DH5078 ***********************************************************************
 DH5078  DESIGNATION -  BLOOM C GPS
 DH5078  PID         -  DH5078
 DH5078  STATE/COUNTY-  WI/RICHLAND
 DH5078  USGS QUAD   -  YUBA (1983)
 DH5078
 DH5078                         *CURRENT SURVEY CONTROL
 DH5078  ___________________________________________________________________
 DH5078* NAD 83(1997)-  43 30 58.99936(N)    090 27 08.06446(W)     ADJUSTED  
 DH5078* NAVD 88     -                                                        
 DH5078  ___________________________________________________________________
 DH5078  X           -     -36,567.228 (meters)                     COMP
 DH5078  Y           -  -4,632,725.450 (meters)                     COMP
 DH5078  Z           -   4,369,501.703 (meters)                     COMP
 DH5078  LAPLACE CORR-          -6.46  (seconds)                    DEFLEC99
 DH5078  ELLIP HEIGHT-         318.54  (meters)          (08/01/05) GPS OBS
 DH5078  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 DH5078
 DH5078  HORZ ORDER  -  FIRST
 DH5078  ELLP ORDER  -  SECOND    CLASS I
 DH5078
 DH5078.The horizontal coordinates were established by GPS observations
 DH5078.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5078
 DH5078
 DH5078.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5078
 DH5078.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5078
 DH5078.The ellipsoidal height was determined by GPS observations
 DH5078.and is referenced to NAD 83.
 DH5078
 DH5078.The geoid height was determined by GEOID03.
 DH5078
 DH5078;                    North         East     Units Scale Factor Converg.
 DH5078;SPC WI S     -   168,555.805   563,436.787   MT  0.99993456   -0 18 38.6
 DH5078;SPC WI S     -   553,003.50  1,848,542.19   sFT  0.99993456   -0 18 38.6
 DH5078;UTM  15      - 4,821,314.997   705,919.834   MT  1.00012161   +1 45 17.7
 DH5078
 DH5078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5078!SPC WI S     -   0.99995005  x   0.99993456  =   0.99988461
 DH5078!UTM  15      -   0.99995005  x   1.00012161  =   1.00007165
 DH5078
 DH5078                          SUPERSEDED SURVEY CONTROL
 DH5078
 DH5078.No superseded survey control is available for this station.
 DH5078
 DH5078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0592021315(NAD 83)
 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 - December 28, 2005
 DH5078
 DH5078  HISTORY     - Date     Condition        Report By
 DH5078  HISTORY     - 2003     MONUMENTED       WIDT
 DH5078  HISTORY     - 20051228 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH4993 ***********************************************************************
 DH4993  DESIGNATION -  BLOOM CITY GPS
 DH4993  PID         -  DH4993
 DH4993  STATE/COUNTY-  WI/RICHLAND
 DH4993  USGS QUAD   -  WEST LIMA (1983)
 DH4993
 DH4993                         *CURRENT SURVEY CONTROL
 DH4993  ___________________________________________________________________
 DH4993* NAD 83(1997)-  43 31 16.25707(N)    090 33 03.29650(W)     ADJUSTED  
 DH4993* NAVD 88     -                                                        
 DH4993  ___________________________________________________________________
 DH4993  X           -     -44,542.391 (meters)                     COMP
 DH4993  Y           -  -4,632,310.113 (meters)                     COMP
 DH4993  Z           -   4,369,908.131 (meters)                     COMP
 DH4993  LAPLACE CORR-          -5.87  (seconds)                    DEFLEC99
 DH4993  ELLIP HEIGHT-         347.86  (meters)          (08/01/05) GPS OBS
 DH4993  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 DH4993
 DH4993  HORZ ORDER  -  B
 DH4993  ELLP ORDER  -  FOURTH    CLASS I
 DH4993
 DH4993.The horizontal coordinates were established by GPS observations
 DH4993.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH4993
 DH4993
 DH4993.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4993
 DH4993.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4993
 DH4993.The ellipsoidal height was determined by GPS observations
 DH4993.and is referenced to NAD 83.
 DH4993
 DH4993.The geoid height was determined by GEOID03.
 DH4993
 DH4993;                    North         East     Units Scale Factor Converg.
 DH4993;SPC WI S     -   169,136.351   555,462.579   MT  0.99993473   -0 22 42.7
 DH4993;SPC WI S     -   554,908.18  1,822,380.14   sFT  0.99993473   -0 22 42.7
 DH4993;UTM  15      - 4,821,607.793   697,928.548   MT  1.00008190   +1 41 13.3
 DH4993
 DH4993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4993!SPC WI S     -   0.99994545  x   0.99993473  =   0.99988019
 DH4993!UTM  15      -   0.99994545  x   1.00008190  =   1.00002735
 DH4993
 DH4993                          SUPERSEDED SURVEY CONTROL
 DH4993
 DH4993.No superseded survey control is available for this station.
 DH4993
 DH4993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9792921608(NAD 83)
 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 - December 27, 2005
 DH4993
 DH4993  HISTORY     - Date     Condition        Report By
 DH4993  HISTORY     - 2003     MONUMENTED       WIDT
 DH4993  HISTORY     - 20040816 GOOD             WIDT
 DH4993  HISTORY     - 20051227 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5131 ***********************************************************************
 DH5131  DESIGNATION -  BLOOM S GPS
 DH5131  PID         -  DH5131
 DH5131  STATE/COUNTY-  WI/RICHLAND
 DH5131  USGS QUAD   -  GILLINGHAM (1983)
 DH5131
 DH5131                         *CURRENT SURVEY CONTROL
 DH5131  ___________________________________________________________________
 DH5131* NAD 83(1997)-  43 29 06.18038(N)    090 29 25.07292(W)     ADJUSTED  
 DH5131* NAVD 88     -                                                        
 DH5131  ___________________________________________________________________
 DH5131  X           -     -39,664.458 (meters)                     COMP
 DH5131  Y           -  -4,635,039.177 (meters)                     COMP
 DH5131  Z           -   4,366,921.236 (meters)                     COMP
 DH5131  LAPLACE CORR-          -7.03  (seconds)                    DEFLEC99
 DH5131  ELLIP HEIGHT-         238.96  (meters)          (08/01/05) GPS OBS
 DH5131  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 DH5131
 DH5131  HORZ ORDER  -  FIRST
 DH5131  ELLP ORDER  -  SECOND    CLASS I
 DH5131
 DH5131.The horizontal coordinates were established by GPS observations
 DH5131.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5131
 DH5131
 DH5131.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5131
 DH5131.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5131
 DH5131.The ellipsoidal height was determined by GPS observations
 DH5131.and is referenced to NAD 83.
 DH5131
 DH5131.The geoid height was determined by GEOID03.
 DH5131
 DH5131;                    North         East     Units Scale Factor Converg.
 DH5131;SPC WI S     -   165,091.687   560,339.403   MT  0.99993361   -0 20 12.8
 DH5131;SPC WI S     -   541,638.31  1,838,380.19   sFT  0.99993361   -0 20 12.8
 DH5131;UTM  15      - 4,817,740.871   702,948.756   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  =   0.99989614
 DH5131!UTM  15      -   0.99996253  x   1.00010667  =   1.00006920
 DH5131
 DH5131                          SUPERSEDED SURVEY CONTROL
 DH5131
 DH5131.No superseded survey control is available for this station.
 DH5131
 DH5131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0294917741(NAD 83)
 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 - 2003
 DH5131
 DH5131  HISTORY     - Date     Condition        Report By
 DH5131  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5077 ***********************************************************************
 DH5077  DESIGNATION -  BLOOM W GPS
 DH5077  PID         -  DH5077
 DH5077  STATE/COUNTY-  WI/RICHLAND
 DH5077  USGS QUAD   -  SABIN (1983)
 DH5077
 DH5077                         *CURRENT SURVEY CONTROL
 DH5077  ___________________________________________________________________
 DH5077* NAD 83(1997)-  43 28 55.56960(N)    090 32 22.30973(W)     ADJUSTED  
 DH5077* NAVD 88     -                                                        
 DH5077  ___________________________________________________________________
 DH5077  X           -     -43,650.096 (meters)                     COMP
 DH5077  Y           -  -4,635,312.442 (meters)                     COMP
 DH5077  Z           -   4,366,763.023 (meters)                     COMP
 DH5077  LAPLACE CORR-          -6.11  (seconds)                    DEFLEC99
 DH5077  ELLIP HEIGHT-         354.34  (meters)          (08/01/05) GPS OBS
 DH5077  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 DH5077
 DH5077  HORZ ORDER  -  FIRST
 DH5077  ELLP ORDER  -  SECOND    CLASS I
 DH5077
 DH5077.The horizontal coordinates were established by GPS observations
 DH5077.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5077
 DH5077
 DH5077.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5077
 DH5077.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5077
 DH5077.The ellipsoidal height was determined by GPS observations
 DH5077.and is referenced to NAD 83.
 DH5077
 DH5077.The geoid height was determined by GEOID03.
 DH5077
 DH5077;                    North         East     Units Scale Factor Converg.
 DH5077;SPC WI S     -   164,788.840   556,354.885   MT  0.99993354   -0 22 14.6
 DH5077;SPC WI S     -   540,644.72  1,825,307.65   sFT  0.99993354   -0 22 14.6
 DH5077;UTM  15      - 4,817,294.609   698,977.086   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  =   0.99987798
 DH5077!UTM  15      -   0.99994444  x   1.00008703  =   1.00003146
 DH5077
 DH5077                          SUPERSEDED SURVEY CONTROL
 DH5077
 DH5077.No superseded survey control is available for this station.
 DH5077
 DH5077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9897717295(NAD 83)
 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 - December 28, 2005
 DH5077
 DH5077  HISTORY     - Date     Condition        Report By
 DH5077  HISTORY     - 2003     MONUMENTED       WIDT
 DH5077  HISTORY     - 20051228 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0212 ***********************************************************************
 QN0212  DESIGNATION -  BLOOMER
 QN0212  PID         -  QN0212
 QN0212  STATE/COUNTY-  WI/CHIPPEWA
 QN0212  USGS QUAD   -  BLOOMER (1975)
 QN0212
 QN0212                         *CURRENT SURVEY CONTROL
 QN0212  ___________________________________________________________________
 QN0212* NAD 83(1986)-  45 06 05.     (N)    091 29 28.     (W)     SCALED    
 QN0212* NAVD 88     -       303.279  (meters)     995.01   (feet)  ADJUSTED  
 QN0212  ___________________________________________________________________
 QN0212  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 QN0212  DYNAMIC HT  -         303.250 (meters)     994.91  (feet)  COMP
 QN0212  MODELED GRAV-     980,511.9   (mgal)                       NAVD 88
 QN0212
 QN0212  VERT ORDER  -  SECOND    CLASS 0
 QN0212
 QN0212.The horizontal coordinates were scaled from a topographic map and have
 QN0212.an estimated accuracy of +/- 6 seconds.
 QN0212
 QN0212.The orthometric height was determined by differential leveling
 QN0212.and adjusted by the National Geodetic Survey in June 1991..
 QN0212
 QN0212.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0212.See file dsdata.txt to determine how the superseded data were derived.
 QN0212
 QN0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK187953(NAD 83)
 QN0212_MARKER: DB = BENCH MARK DISK
 QN0212_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QN0212_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QN0212_STAMPING: BLOOMER 1934
 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 = OCTOBER  7, 2006
 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  USGS QUAD   -  POY SIPPI (1983)
 DF6087
 DF6087                         *CURRENT SURVEY CONTROL
 DF6087  ___________________________________________________________________
 DF6087* NAD 83(1997)-  44 11 56.94701(N)    088 56 03.74022(W)     ADJUSTED  
 DF6087* NAVD 88     -       239.86   (meters)     786.9    (feet)  GPS OBS   
 DF6087  ___________________________________________________________________
 DF6087  X           -      85,181.333 (meters)                     COMP
 DF6087  Y           -  -4,579,430.568 (meters)                     COMP
 DF6087  Z           -   4,424,124.654 (meters)                     COMP
 DF6087  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 DF6087  ELLIP HEIGHT-         203.40  (meters)          (06/11/03) GPS OBS
 DF6087  GEOID HEIGHT-         -36.45  (meters)                     GEOID03
 DF6087
 DF6087  HORZ ORDER  -  FIRST
 DF6087  ELLP ORDER  -  THIRD     CLASS I
 DF6087
 DF6087.The horizontal coordinates were established by GPS observations
 DF6087.and adjusted by the National Geodetic Survey in June 2003..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6087
 DF6087.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6087
 DF6087.The ellipsoidal height was determined by GPS observations
 DF6087.and is referenced to NAD 83.
 DF6087
 DF6087.The geoid height was determined by GEOID03.
 DF6087
 DF6087;                    North         East     Units Scale Factor Converg.
 DF6087;SPC WI S     -   244,860.154   685,183.736   MT  1.00002961   +0 43 55.9
 DF6087;SPC WI S     -   803,345.36  2,247,973.64   sFT  1.00002961   +0 43 55.9
 DF6087;UTM  16      - 4,895,811.960   345,432.250   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  =   0.99986194
 DF6087
 DF6087                          SUPERSEDED SURVEY CONTROL
 DF6087
 DF6087.No superseded survey control is available for this station.
 DF6087
 DF6087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4543295812(NAD 83)
 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
 DF6087'POY SIPPI.  OWNERSHIP--TOWN OF BLOOMFIELD.  TO REACH THE STATION FROM
 DF6087'THE JUNCTION OF
 DF6087'STATE HIGHWAY 49 WITH COUNTY HIGHWAY H ABOUT 1 KM NORTH OF THE
 DF6087'COMMUNITY OF POY SIPPI,
 DF6087'GO NORTH ON STATE HIGHWAY 49 FOR 6.9 KM TO APACHE COURT, TURN RIGHT
 DF6087'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
 DF6087'KM TO APACHE AVENUE, TURN RIGHT AND GO EAST ON APACHE AVENUE FOR 1.0
 DF6087'KM TO THE STATION
 DF6087'ON THE LEFT.  THE STATION IS A WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF6087'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
 DF6087'WITH THE ROAD PAVEMENT.  THE STATION IS 10.0 M NORTH OF THE CENTERLINE
 DF6087'OF APACHE AVENUE,
 DF6087'0.8 KM WEST OF APACHE DRIVE, 30 M NORTHWEST OF A FIELD ENTRANCE, 0.4 M
 DF6087'SOUTH OF A WHITE
 DF6087'PLASTIC WITNESS POST, 1.0 M EAST, 1.0 M WEST, AND 1.0 M NORTH OF THREE
 DF6087'4X4 ORANGE PLASTIC
 DF6087'WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF6087'EXTENDING HIGHER THAN
 DF6087'15 DEGREES ABOVE THE HORIZON.
 DF6087' 
 DF6087' 
 DF6087' 
 DF6087' 
 DF6087' 
 DF6087'
 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 = OCTOBER  7, 2006
 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  USGS QUAD   -  GENOA CITY (1971)
 DG4827
 DG4827                         *CURRENT SURVEY CONTROL
 DG4827  ___________________________________________________________________
 DG4827* NAD 83(1997)-  42 33 14.87628(N)    088 20 48.15093(W)     ADJUSTED  
 DG4827* NAVD 88     -       267.26   (meters)     876.8    (feet)  GPS OBS   
 DG4827  ___________________________________________________________________
 DG4827  X           -     135,767.747 (meters)                     COMP
 DG4827  Y           -  -4,703,804.629 (meters)                     COMP
 DG4827  Z           -   4,291,303.827 (meters)                     COMP
 DG4827  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 DG4827  ELLIP HEIGHT-         233.06  (meters)          (04/02/04) GPS OBS
 DG4827  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 DG4827
 DG4827  HORZ ORDER  -  FIRST
 DG4827  ELLP ORDER  -  FOURTH    CLASS I
 DG4827
 DG4827.The horizontal coordinates were established by GPS observations
 DG4827.and adjusted by the WI DEPT OF TRANSP in April 2004..
 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.Photographs are available 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 DEFLEC99 derived deflections.
 DG4827
 DG4827.The ellipsoidal height was determined by GPS observations
 DG4827.and is referenced to NAD 83.
 DG4827
 DG4827.The geoid height was determined by GEOID03.
 DG4827
 DG4827;                    North         East     Units Scale Factor Converg.
 DG4827;SPC WI S     -    62,906.151   735,778.300   MT  1.00004095   +1 08 09.5
 DG4827;SPC WI S     -   206,384.60  2,413,965.97   sFT  1.00004095   +1 08 09.5
 DG4827;UTM  16      - 4,712,182.678   389,440.774   MT  0.99975039   -0 54 39.1
 DG4827
 DG4827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4827!SPC WI S     -   0.99996345  x   1.00004095  =   1.00000440
 DG4827!UTM  16      -   0.99996345  x   0.99975039  =   0.99971385
 DG4827
 DG4827                          SUPERSEDED SURVEY CONTROL
 DG4827
 DG4827.No superseded survey control is available for this station.
 DG4827
 DG4827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8944112183(NAD 83)
 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 - 2001
 DG4827
 DG4827  HISTORY     - Date     Condition        Report By
 DG4827  HISTORY     - 2001     MONUMENTED       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'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9504 ***********************************************************************
 DF9504  DESIGNATION -  BLOOMFIELD S GPS
 DF9504  PID         -  DF9504
 DF9504  STATE/COUNTY-  WI/WALWORTH
 DF9504  USGS QUAD   -  LAKE GENEVA (1976)
 DF9504
 DF9504                         *CURRENT SURVEY CONTROL
 DF9504  ___________________________________________________________________
 DF9504* NAD 83(1997)-  42 31 25.04334(N)    088 22 56.20671(W)     ADJUSTED  
 DF9504* NAVD 88     -       270.310  (meters)     886.84   (feet)  ADJUSTED  
 DF9504  ___________________________________________________________________
 DF9504  X           -     132,912.201 (meters)                     COMP
 DF9504  Y           -  -4,706,180.784 (meters)                     COMP
 DF9504  Z           -   4,288,808.700 (meters)                     COMP
 DF9504  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 DF9504  ELLIP HEIGHT-         236.16  (meters)          (04/02/04) GPS OBS
 DF9504  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 DF9504  DYNAMIC HT  -         270.224 (meters)     886.56  (feet)  COMP
 DF9504  MODELED GRAV-     980,296.0   (mgal)                       NAVD 88
 DF9504
 DF9504  HORZ ORDER  -  FIRST
 DF9504  VERT ORDER  -  SECOND    CLASS I
 DF9504  ELLP ORDER  -  FOURTH    CLASS I
 DF9504
 DF9504.The horizontal coordinates were established by GPS observations
 DF9504.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DF9504
 DF9504.The orthometric height was determined by differential leveling
 DF9504.and adjusted by the National Geodetic Survey in February 2004..
 DF9504
 DF9504.Photographs are available 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 DEFLEC99 derived deflections.
 DF9504
 DF9504.The ellipsoidal height was determined by GPS observations
 DF9504.and is referenced to NAD 83.
 DF9504
 DF9504.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF9504;SPC WI S     -    59,460.269   732,923.107   MT  1.00004888   +1 06 41.5
 DF9504;SPC WI S     -   195,079.23  2,404,598.56   sFT  1.00004888   +1 06 41.5
 DF9504;UTM  16      - 4,708,841.919   386,465.219   MT  0.99975859   -0 56 03.7
 DF9504
 DF9504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9504!SPC WI S     -   0.99996296  x   1.00004888  =   1.00001184
 DF9504!UTM  16      -   0.99996296  x   0.99975859  =   0.99972156
 DF9504
 DF9504                          SUPERSEDED SURVEY CONTROL
 DF9504
 DF9504  NAVD 88 (04/02/04)  270.31   (m)          886.8    (f) LEVELING    3  
 DF9504
 DF9504.Superseded values are not recommended for survey control.
 DF9504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9504.See file dsdata.txt to determine how the superseded data were derived.
 DF9504
 DF9504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8646508842(NAD 83)
 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 - 2001
 DF9504
 DF9504  HISTORY     - Date     Condition        Report By
 DF9504  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1074 ***********************************************************************
 OM1074  DESIGNATION -  BLOOMING GROVE MUNICIPAL TANK
 OM1074  PID         -  OM1074
 OM1074  STATE/COUNTY-  WI/DANE
 OM1074  USGS QUAD   -  MADISON EAST (1983)
 OM1074
 OM1074                         *CURRENT SURVEY CONTROL
 OM1074  ___________________________________________________________________
 OM1074* NAD 83(1991)-  43 04 49.81598(N)    089 18 40.01009(W)     ADJUSTED  
 OM1074* NAVD 88     -                                                        
 OM1074  ___________________________________________________________________
 OM1074  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 OM1074  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 OM1074
 OM1074  HORZ ORDER  -  THIRD
 OM1074
 OM1074.The horizontal coordinates were established by classical geodetic methods
 OM1074.and adjusted by the National Geodetic Survey in November 1991..
 OM1074
 OM1074
 OM1074.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1074
 OM1074.The geoid height was determined by GEOID03.
 OM1074
 OM1074;                    North         East     Units Scale Factor Converg.
 OM1074;SPC WI S     -   120,265.329   656,095.499   MT  0.99994813   +0 28 24.0
 OM1074;SPC WI S     -   394,570.50  2,152,539.98   sFT  0.99994813   +0 28 24.0
 OM1074;UTM  16      - 4,772,347.079   311,867.532   MT  1.00003543   -1 34 44.4
 OM1074
 OM1074                          SUPERSEDED SURVEY CONTROL
 OM1074
 OM1074  NAD 83(1986)-  43 04 49.80798(N)    089 18 40.01215(W) AD(       ) 4
 OM1074  NAD 27      -  43 04 49.82500(N)    089 18 39.57500(W) AD(       ) 3
 OM1074
 OM1074.Superseded values are not recommended for survey control.
 OM1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1074.See file dsdata.txt to determine how the superseded data were derived.
 OM1074
 OM1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1186872347(NAD 83)
 OM1074_MARKER: 53 = ELEVATED TANK
 OM1074
 OM1074  HISTORY     - Date     Condition        Report By
 OM1074  HISTORY     - 1958     FIRST OBSERVED   CGS
 OM1074  HISTORY     - 20021227 MARK NOT FOUND   USPSQD
 OM1074
 OM1074                          STATION DESCRIPTION
 OM1074
 OM1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1074'THE STATION IS THE CENTER OF THE TOP OF THE TANK LOCATED ABOUT
 OM1074'0.1 MILE SOUTH OF A CONCRETE BRIDGE OVER COUNTY HIGHWAY BB
 OM1074'AND A RAILROAD TRACK AND ABOUT 200 FEET WEST OF U.S. HIGHWAY
 OM1074'51.  IT IS A SPHERICAL TANK PAINTED WHITE AND THE OVERALL
 OM1074'HEIGHT IS 100 FEET.
 OM1074
 OM1074                          STATION RECOVERY (2002)
 OM1074
 OM1074'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM1074'NOT FOUND. TANK HAS BEEN REMOVED.  HIGHWAY 51 HAS BEEN WIDENED TO FOUR
 OM1074'LANES WITH AN OFF RAMP AT THE LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5323 ***********************************************************************
 DH5323  DESIGNATION -  BLOOMINGTON C GPS
 DH5323  PID         -  DH5323
 DH5323  STATE/COUNTY-  WI/GRANT
 DH5323  USGS QUAD   -  BEETOWN (1978)
 DH5323
 DH5323                         *CURRENT SURVEY CONTROL
 DH5323  ___________________________________________________________________
 DH5323* NAD 83(1997)-  42 52 22.57454(N)    090 57 54.59389(W)     ADJUSTED  
 DH5323* NAVD 88     -                                                        
 DH5323  ___________________________________________________________________
 DH5323  X           -     -78,862.323 (meters)                     COMP
 DH5323  Y           -  -4,681,117.732 (meters)                     COMP
 DH5323  Z           -   4,317,365.657 (meters)                     COMP
 DH5323  LAPLACE CORR-          -5.41  (seconds)                    DEFLEC99
 DH5323  ELLIP HEIGHT-         291.08  (meters)          (08/01/05) GPS OBS
 DH5323  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 DH5323
 DH5323  HORZ ORDER  -  FIRST
 DH5323  ELLP ORDER  -  SECOND    CLASS I
 DH5323
 DH5323.The horizontal coordinates were established by GPS observations
 DH5323.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5323
 DH5323
 DH5323.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5323
 DH5323.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5323
 DH5323.The ellipsoidal height was determined by GPS observations
 DH5323.and is referenced to NAD 83.
 DH5323
 DH5323.The geoid height was determined by GEOID03.
 DH5323
 DH5323;                    North         East     Units Scale Factor Converg.
 DH5323;SPC WI S     -    97,431.811   521,141.291   MT  0.99997478   -0 39 47.4
 DH5323;SPC WI S     -   319,657.53  1,709,777.72   sFT  0.99997478   -0 39 47.4
 DH5323;UTM  15      - 4,748,713.269   666,200.050   MT  0.99993983   +1 23 05.2
 DH5323
 DH5323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5323!SPC WI S     -   0.99995435  x   0.99997478  =   0.99992913
 DH5323!UTM  15      -   0.99995435  x   0.99993983  =   0.99989419
 DH5323
 DH5323                          SUPERSEDED SURVEY CONTROL
 DH5323
 DH5323.No superseded survey control is available for this station.
 DH5323
 DH5323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH6620048713(NAD 83)
 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 - 2003
 DH5323
 DH5323  HISTORY     - Date     Condition        Report By
 DH5323  HISTORY     - 2003     MONUMENTED       WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5324 ***********************************************************************
 DH5324  DESIGNATION -  BLOOMINGTON N GPS
 DH5324  PID         -  DH5324
 DH5324  STATE/COUNTY-  WI/GRANT
 DH5324  USGS QUAD   -  BLOOMINGTON (1978)
 DH5324
 DH5324                         *CURRENT SURVEY CONTROL
 DH5324  ___________________________________________________________________
 DH5324* NAD 83(1997)-  42 54 29.43546(N)    090 55 19.12577(W)     ADJUSTED  
 DH5324* NAVD 88     -                                                        
 DH5324  ___________________________________________________________________
 DH5324  X           -     -75,291.235 (meters)                     COMP
 DH5324  Y           -  -4,678,518.558 (meters)                     COMP
 DH5324  Z           -   4,320,240.320 (meters)                     COMP
 DH5324  LAPLACE CORR-          -5.52  (seconds)                    DEFLEC99
 DH5324  ELLIP HEIGHT-         300.45  (meters)          (08/01/05) GPS OBS
 DH5324  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 DH5324
 DH5324  HORZ ORDER  -  FIRST
 DH5324  ELLP ORDER  -  SECOND    CLASS I
 DH5324
 DH5324.The horizontal coordinates were established by GPS observations
 DH5324.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5324
 DH5324
 DH5324.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5324
 DH5324.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5324
 DH5324.The ellipsoidal height was determined by GPS observations
 DH5324.and is referenced to NAD 83.
 DH5324
 DH5324.The geoid height was determined by GEOID03.
 DH5324
 DH5324;                    North         East     Units Scale Factor Converg.
 DH5324;SPC WI S     -   101,306.273   524,712.899   MT  0.99996934   -0 38 00.6
 DH5324;SPC WI S     -   332,369.00  1,721,495.57   sFT  0.99996934   -0 38 00.6
 DH5324;UTM  15      - 4,752,712.810   669,630.812   MT  0.99995400   +1 24 54.4
 DH5324
 DH5324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5324!SPC WI S     -   0.99995288  x   0.99996934  =   0.99992223
 DH5324!UTM  15      -   0.99995288  x   0.99995400  =   0.99990689
 DH5324
 DH5324                          SUPERSEDED SURVEY CONTROL
 DH5324
 DH5324.No superseded survey control is available for this station.
 DH5324
 DH5324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH6963152713(NAD 83)
 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 - 2003
 DH5324
 DH5324  HISTORY     - Date     Condition        Report By
 DH5324  HISTORY     - 2003     MONUMENTED       WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5036 ***********************************************************************
 DH5036  DESIGNATION -  BLOOMINGTON S GPS
 DH5036  PID         -  DH5036
 DH5036  STATE/COUNTY-  WI/GRANT
 DH5036  USGS QUAD   -  GUTTENBERG (1978)
 DH5036
 DH5036                         *CURRENT SURVEY CONTROL
 DH5036  ___________________________________________________________________
 DH5036* NAD 83(1997)-  42 52 20.69215(N)    091 02 03.88466(W)     ADJUSTED  
 DH5036* NAVD 88     -                                                        
 DH5036  ___________________________________________________________________
 DH5036  X           -     -84,520.555 (meters)                     COMP
 DH5036  Y           -  -4,681,058.451 (meters)                     COMP
 DH5036  Z           -   4,317,323.023 (meters)                     COMP
 DH5036  LAPLACE CORR-          -4.65  (seconds)                    DEFLEC99
 DH5036  ELLIP HEIGHT-         290.99  (meters)          (08/01/05) GPS OBS
 DH5036  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 DH5036
 DH5036  HORZ ORDER  -  FIRST
 DH5036  ELLP ORDER  -  SECOND    CLASS I
 DH5036
 DH5036.The horizontal coordinates were established by GPS observations
 DH5036.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5036
 DH5036
 DH5036.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5036
 DH5036.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5036
 DH5036.The ellipsoidal height was determined by GPS observations
 DH5036.and is referenced to NAD 83.
 DH5036
 DH5036.The geoid height was determined by GEOID03.
 DH5036
 DH5036;                    North         East     Units Scale Factor Converg.
 DH5036;SPC WI S     -    97,441.565   515,482.995   MT  0.99997486   -0 42 38.7
 DH5036;SPC WI S     -   319,689.53  1,691,213.79   sFT  0.99997486   -0 42 38.7
 DH5036;UTM  15      - 4,748,520.803   660,545.284   MT  0.99991710   +1 20 15.4
 DH5036
 DH5036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5036!SPC WI S     -   0.99995437  x   0.99997486  =   0.99992923
 DH5036!UTM  15      -   0.99995437  x   0.99991710  =   0.99987147
 DH5036
 DH5036                          SUPERSEDED SURVEY CONTROL
 DH5036
 DH5036.No superseded survey control is available for this station.
 DH5036
 DH5036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH6054548521(NAD 83)
 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 - December 27, 2005
 DH5036
 DH5036  HISTORY     - Date     Condition        Report By
 DH5036  HISTORY     - 2003     MONUMENTED       WIDT
 DH5036  HISTORY     - 20051227 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5037 ***********************************************************************
 DH5037  DESIGNATION -  BLOOMINGTON W GPS
 DH5037  PID         -  DH5037
 DH5037  STATE/COUNTY-  WI/GRANT
 DH5037  USGS QUAD   -  BAGLEY (1962)
 DH5037
 DH5037                         *CURRENT SURVEY CONTROL
 DH5037  ___________________________________________________________________
 DH5037* NAD 83(1997)-  42 53 53.74966(N)    091 05 20.90853(W)     ADJUSTED  
 DH5037* NAVD 88     -                                                        
 DH5037  ___________________________________________________________________
 DH5037  X           -     -88,952.980 (meters)                     COMP
 DH5037  Y           -  -4,678,930.686 (meters)                     COMP
 DH5037  Z           -   4,319,342.690 (meters)                     COMP
 DH5037  LAPLACE CORR-          -4.49  (seconds)                    DEFLEC99
 DH5037  ELLIP HEIGHT-         166.84  (meters)          (08/01/05) GPS OBS
 DH5037  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 DH5037
 DH5037  HORZ ORDER  -  FIRST
 DH5037  ELLP ORDER  -  SECOND    CLASS I
 DH5037
 DH5037.The horizontal coordinates were established by GPS observations
 DH5037.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5037
 DH5037
 DH5037.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5037
 DH5037.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5037
 DH5037.The ellipsoidal height was determined by GPS observations
 DH5037.and is referenced to NAD 83.
 DH5037
 DH5037.The geoid height was determined by GEOID03.
 DH5037
 DH5037;                    North         East     Units Scale Factor Converg.
 DH5037;SPC WI S     -   100,369.792   511,049.109   MT  0.99997083   -0 44 54.1
 DH5037;SPC WI S     -   329,296.56  1,676,666.95   sFT  0.99997083   -0 44 54.1
 DH5037;UTM  15      - 4,751,288.461   656,009.837   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  =   0.99987327
 DH5037
 DH5037                          SUPERSEDED SURVEY CONTROL
 DH5037
 DH5037.No superseded survey control is available for this station.
 DH5037
 DH5037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH5601051288(NAD 83)
 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 - December 27, 2005
 DH5037
 DH5037  HISTORY     - Date     Condition        Report By
 DH5037  HISTORY     - 2003     MONUMENTED       WIDT
 DH5037  HISTORY     - 20051227 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0231 ***********************************************************************
 PN0231  DESIGNATION -  BLOSSOM
 PN0231  PID         -  PN0231
 PN0231  STATE/COUNTY-  WI/OUTAGAMIE
 PN0231  USGS QUAD   -  SHIOCTON (1992)
 PN0231
 PN0231                         *CURRENT SURVEY CONTROL
 PN0231  ___________________________________________________________________
 PN0231* NAD 83(1991)-  44 26 29.59536(N)    088 33 52.07486(W)     ADJUSTED  
 PN0231* NAVD 88     -       233.570  (meters)     766.30   (feet)  ADJUSTED  
 PN0231  ___________________________________________________________________
 PN0231  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 PN0231  GEOID HEIGHT-         -36.30  (meters)                     GEOID03
 PN0231  DYNAMIC HT  -         233.535 (meters)     766.19  (feet)  COMP
 PN0231  MODELED GRAV-     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
 PN0231.and adjusted by the National Geodetic Survey in June 1991..
 PN0231
 PN0231.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0231
 PN0231.The geoid height was determined by GEOID03.
 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;                    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     -   0.99996907  x   0.99996930  =   0.99993837
 PN0231!UTM  16      -   0.99996907  x   0.99979061  =   0.99975969
 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|---------------------------------------------------------------------|
 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
 PN0231.Superseded values are not recommended for survey control.
 PN0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0231.See file dsdata.txt to determine how the superseded data were derived.
 PN0231
 PN0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ7550422107(NAD 83)
 PN0231_MARKER: DE = TRAVERSE STATION DISK
 PN0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0231_STAMPING: BLOSSOM 1926
 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     SEE DESCRIPTION  CGS
 PN0231  HISTORY     - 1930     GOOD             NGS
 PN0231  HISTORY     - 1934     GOOD             NGS
 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 NATIONAL 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 NATIONAL 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 = OCTOBER  7, 2006
 PO0576 ***********************************************************************
 PO0576  DESIGNATION -  BLOTCH
 PO0576  PID         -  PO0576
 PO0576  STATE/COUNTY-  WI/MONROE
 PO0576  USGS QUAD   -  TUNNEL CITY (1983)
 PO0576
 PO0576                         *CURRENT SURVEY CONTROL
 PO0576  ___________________________________________________________________
 PO0576* NAD 83(1991)-  44 00 29.84154(N)    090 35 35.69838(W)     ADJUSTED  
 PO0576* NAVD 88     -       311.05   (+/-2cm)    1020.5    (feet)  VERTCON   
 PO0576  ___________________________________________________________________
 PO0576  LAPLACE CORR-          -5.90  (seconds)                    DEFLEC99
 PO0576  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 PO0576
 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.The vertical order pertains to the NGVD 29 superseded value.
 PO0576
 PO0576.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0576
 PO0576.The geoid height was determined by GEOID03.
 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     -   0.99995650  x   0.99998866  =   0.99994516
 PO0576!UTM  15      -   0.99995650  x   1.00005784  =   1.00001434
 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 (07/19/86)  311.06   (m)         1020.5    (f) LEVELING    3  
 PO0576
 PO0576.Superseded values are not recommended for survey control.
 PO0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0576.See file dsdata.txt to determine how the superseded data were derived.
 PO0576
 PO0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9293475610(NAD 83)
 PO0576_MARKER: DS = TRIANGULATION STATION DISK
 PO0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0576_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 ON1060 ***********************************************************************
 ON1060  DESIGNATION -  BLUE
 ON1060  PID         -  ON1060
 ON1060  STATE/COUNTY-  WI/GRANT
 ON1060  USGS QUAD   -  MUSCODA (1983)
 ON1060
 ON1060                         *CURRENT SURVEY CONTROL
 ON1060  ___________________________________________________________________
 ON1060* NAD 83(1991)-  43 07 45.37373(N)    090 27 58.65646(W)     ADJUSTED  
 ON1060* NAVD 88     -       349.     (meters)    1145.     (feet)  SCALED    
 ON1060  ___________________________________________________________________
 ON1060  LAPLACE CORR-          -4.64  (seconds)                    DEFLEC99
 ON1060  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 ON1060
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1060
 ON1060.The geoid height was determined by GEOID03.
 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  =   0.99989429
 ON1060!UTM  15      -   0.99995053  x   1.00012251  =   1.00007303
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1060.See file dsdata.txt to determine how the superseded data were derived.
 ON1060
 ON1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH0608978287(NAD 83)
 ON1060_MARKER: DS = TRIANGULATION STATION DISK
 ON1060_SETTING: 66 = SET IN ROCK OUTCROP
 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 = OCTOBER  7, 2006
 RM0863 ***********************************************************************
 RM0863  DESIGNATION -  BLUE
 RM0863  PID         -  RM0863
 RM0863  STATE/COUNTY-  WI/DOUGLAS
 RM0863  USGS QUAD   -  BRULE (1984)
 RM0863
 RM0863                         *CURRENT SURVEY CONTROL
 RM0863  ___________________________________________________________________
 RM0863* NAD 83(1991)-  46 37 11.25355(N)    091 36 43.99333(W)     ADJUSTED  
 RM0863* NAVD 88     -       373.     (meters)    1224.     (feet)  SCALED    
 RM0863  ___________________________________________________________________
 RM0863  LAPLACE CORR-         -11.74  (seconds)                    DEFLEC99
 RM0863  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 RM0863
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0863
 RM0863.The geoid height was determined by GEOID03.
 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     -   0.99994604  x   0.99997645  =   0.99992250
 RM0863!UTM  15      -   0.99994604  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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0863.See file dsdata.txt to determine how the superseded data were derived.
 RM0863
 RM0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM0625263850(NAD 83)
 RM0863_MARKER: DS = TRIANGULATION STATION DISK
 RM0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 QN0541 ***********************************************************************
 QN0541  DESIGNATION -  BLUE HILL
 QN0541  PID         -  QN0541
 QN0541  STATE/COUNTY-  WI/RUSK
 QN0541  USGS QUAD   -  BUCKS LAKE (1972)
 QN0541
 QN0541                         *CURRENT SURVEY CONTROL
 QN0541  ___________________________________________________________________
 QN0541* NAD 83(1991)-  45 30 00.93981(N)    091 24 12.42713(W)     ADJUSTED  
 QN0541* NAVD 88     -       527.     (meters)    1729.     (feet)  SCALED    
 QN0541  ___________________________________________________________________
 QN0541  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 QN0541  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 QN0541
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0541
 QN0541.The geoid height was determined by GEOID03.
 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  =   0.99971340
 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                                    1042001.0 |
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0541.See file dsdata.txt to determine how the superseded data were derived.
 QN0541
 QN0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL2473239765(NAD 83)
 QN0541_MARKER: DS = TRIANGULATION STATION DISK
 QN0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 QN0540 ***********************************************************************
 QN0540  DESIGNATION -  BLUE HILLS
 QN0540  PID         -  QN0540
 QN0540  STATE/COUNTY-  WI/RUSK
 QN0540  USGS QUAD   -  BUCKS LAKE (1972)
 QN0540
 QN0540                         *CURRENT SURVEY CONTROL
 QN0540  ___________________________________________________________________
 QN0540* NAD 83(1991)-  45 30 01.00943(N)    091 24 12.75127(W)     ADJUSTED  
 QN0540* NAVD 88     -       527.     (meters)    1729.     (feet)  SCALED    
 QN0540  ___________________________________________________________________
 QN0540  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 QN0540  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 QN0540
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0540
 QN0540.The geoid height was determined by GEOID03.
 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  =   0.99971337
 QN0540
 QN0540                          SUPERSEDED SURVEY CONTROL
 QN0540
 QN0540  NAD 83(1991)-  45 30 01.00962(N)    091 24 12.75025(W) AD(       ) 4
 QN0540  NAD 83(1986)-  45 30 01.00642(N)    091 24 12.74787(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0540.See file dsdata.txt to determine how the superseded data were derived.
 QN0540
 QN0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL2472539767(NAD 83)
 QN0540_MARKER: DD = SURVEY DISK
 QN0540_SETTING: 0 = UNSPECIFIED SETTING
 QN0540
 QN0540  HISTORY     - Date     Condition        Report By
 QN0540  HISTORY     - 1934     MONUMENTED       CGS
 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 = OCTOBER  7, 2006
 AH8952 ***********************************************************************
 AH8952  DESIGNATION -  BLUE HILLS
 AH8952  PID         -  AH8952
 AH8952  STATE/COUNTY-  WI/RUSK
 AH8952  USGS QUAD   -  STRICKLAND (1978)
 AH8952
 AH8952                         *CURRENT SURVEY CONTROL
 AH8952  ___________________________________________________________________
 AH8952* NAD 83(1997)-  45 29 50.13016(N)    091 32 23.91372(W)     ADJUSTED  
 AH8952* NAVD 88     -       492.3    (meters)    1615.     (feet)  GPS OBS   
 AH8952  ___________________________________________________________________
 AH8952  X           -    -120,361.602 (meters)                     COMP
 AH8952  Y           -  -4,477,050.929 (meters)                     COMP
 AH8952  Z           -   4,526,585.334 (meters)                     COMP
 AH8952  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 AH8952  ELLIP HEIGHT-         462.28  (meters)          (06/17/02) GPS OBS
 AH8952  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 AH8952
 AH8952  HORZ ORDER  -  FIRST
 AH8952  ELLP ORDER  -  SECOND    CLASS I
 AH8952
 AH8952.The horizontal coordinates were established by GPS observations
 AH8952.and adjusted by the National Geodetic Survey in June 2002..
 AH8952
 AH8952.The orthometric height was determined by GPS observations and a
 AH8952.high-resolution geoid model.
 AH8952
 AH8952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8952
 AH8952.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8952
 AH8952.The ellipsoidal height was determined by GPS observations
 AH8952.and is referenced to NAD 83.
 AH8952
 AH8952.The geoid height was determined by GEOID03.
 AH8952
 AH8952;                    North         East     Units Scale Factor Converg.
 AH8952;SPC WI C     -   186,042.105   479,639.891   MT  0.99999948   -1 05 11.7
 AH8952;SPC WI C     -   610,373.14  1,573,618.54   sFT  0.99999948   -1 05 11.7
 AH8952;UTM  15      - 5,039,228.626   614,072.342   MT  0.99975999   +1 02 29.1
 AH8952
 AH8952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8952!SPC WI C     -   0.99992753  x   0.99999948  =   0.99992701
 AH8952!UTM  15      -   0.99992753  x   0.99975999  =   0.99968754
 AH8952
 AH8952                          SUPERSEDED SURVEY CONTROL
 AH8952
 AH8952  NAD 83(1991)-  45 29 50.12988(N)    091 32 23.91226(W) AD(       ) 1
 AH8952  ELLIP H (05/04/99)  462.30   (m)                       GP(       ) 2 1
 AH8952
 AH8952.Superseded values are not recommended for survey control.
 AH8952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8952.See file dsdata.txt to determine how the superseded data were derived.
 AH8952
 AH8952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1407239229(NAD 83)
 AH8952_MARKER: I = METAL 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 - October 20, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1203 ***********************************************************************
 OM1203  DESIGNATION -  BLUE MOUND
 OM1203  PID         -  OM1203
 OM1203  STATE/COUNTY-  WI/ADAMS
 OM1203  USGS QUAD   -  WISCONSIN DELLS NORTH (1975)
 OM1203
 OM1203                         *CURRENT SURVEY CONTROL
 OM1203  ___________________________________________________________________
 OM1203* NAD 83(1991)-  43 40 24.20034(N)    089 46 44.69035(W)     ADJUSTED  
 OM1203* NAVD 88     -       305.     (meters)    1001.     (feet)  SCALED    
 OM1203  ___________________________________________________________________
 OM1203  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 OM1203  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 OM1203
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1203
 OM1203.The geoid height was determined by GEOID03.
 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     -   0.99995773  x   0.99994380  =   0.99990154
 OM1203!UTM  16      -   0.99995773  x   1.00021739  =   1.00017511
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1203.See file dsdata.txt to determine how the superseded data were derived.
 OM1203
 OM1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7596739351(NAD 83)
 OM1203_MARKER: DD = SURVEY DISK
 OM1203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 DH5030 ***********************************************************************
 DH5030  DESIGNATION -  BLUE MOUNDS E GPS
 DH5030  PID         -  DH5030
 DH5030  STATE/COUNTY-  WI/DANE
 DH5030  USGS QUAD   -  MT VERNON (1981)
 DH5030
 DH5030                         *CURRENT SURVEY CONTROL
 DH5030  ___________________________________________________________________
 DH5030* NAD 83(1997)-  42 59 16.97615(N)    089 43 49.21007(W)     ADJUSTED  
 DH5030* NAVD 88     -                                                        
 DH5030  ___________________________________________________________________
 DH5030  X           -      21,993.987 (meters)                     COMP
 DH5030  Y           -  -4,673,052.143 (meters)                     COMP
 DH5030  Z           -   4,326,759.239 (meters)                     COMP
 DH5030  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 DH5030  ELLIP HEIGHT-         335.23  (meters)          (08/01/05) GPS OBS
 DH5030  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 DH5030
 DH5030  HORZ ORDER  -  FIRST
 DH5030  ELLP ORDER  -  SECOND    CLASS I
 DH5030
 DH5030.The horizontal coordinates were established by GPS observations
 DH5030.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5030
 DH5030
 DH5030.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5030
 DH5030.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5030
 DH5030.The ellipsoidal height was determined by GPS observations
 DH5030.and is referenced to NAD 83.
 DH5030
 DH5030.The geoid height was determined by GEOID03.
 DH5030
 DH5030;                    North         East     Units Scale Factor Converg.
 DH5030;SPC WI S     -   109,798.462   621,991.961   MT  0.99995840   +0 11 07.0
 DH5030;SPC WI S     -   360,230.45  2,040,651.96   sFT  0.99995840   +0 11 07.0
 DH5030;UTM  16      - 4,763,105.373   277,405.630   MT  1.00020959   -1 51 44.8
 DH5030
 DH5030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5030!SPC WI S     -   0.99994743  x   0.99995840  =   0.99990583
 DH5030!UTM  16      -   0.99994743  x   1.00020959  =   1.00015701
 DH5030
 DH5030                          SUPERSEDED SURVEY CONTROL
 DH5030
 DH5030.No superseded survey control is available for this station.
 DH5030
 DH5030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7740663105(NAD 83)
 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 - December 27, 2005
 DH5030
 DH5030  HISTORY     - Date     Condition        Report By
 DH5030  HISTORY     - 2003     MONUMENTED       WIDT
 DH5030  HISTORY     - 20051227 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5240 ***********************************************************************
 DH5240  DESIGNATION -  BLUE MOUNDS W GPS
 DH5240  PID         -  DH5240
 DH5240  STATE/COUNTY-  WI/DANE
 DH5240  USGS QUAD   -  DALEYVILLE (1962)
 DH5240
 DH5240                         *CURRENT SURVEY CONTROL
 DH5240  ___________________________________________________________________
 DH5240* NAD 83(1997)-  42 57 14.26331(N)    089 50 10.99684(W)     ADJUSTED  
 DH5240* NAVD 88     -                                                        
 DH5240  ___________________________________________________________________
 DH5240  X           -      13,351.664 (meters)                     COMP
 DH5240  Y           -  -4,675,647.125 (meters)                     COMP
 DH5240  Z           -   4,323,970.589 (meters)                     COMP
 DH5240  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 DH5240  ELLIP HEIGHT-         309.23  (meters)          (08/01/05) GPS OBS
 DH5240  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 DH5240
 DH5240  HORZ ORDER  -  FIRST
 DH5240  ELLP ORDER  -  SECOND    CLASS I
 DH5240
 DH5240.The horizontal coordinates were established by GPS observations
 DH5240.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5240
 DH5240
 DH5240.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5240
 DH5240.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5240
 DH5240.The ellipsoidal height was determined by GPS observations
 DH5240.and is referenced to NAD 83.
 DH5240
 DH5240.The geoid height was determined by GEOID03.
 DH5240
 DH5240;                    North         East     Units Scale Factor Converg.
 DH5240;SPC WI S     -   105,989.361   613,350.531   MT  0.99996283   +0 06 44.7
 DH5240;SPC WI S     -   347,733.43  2,012,300.87   sFT  0.99996283   +0 06 44.7
 DH5240;UTM  16      - 4,759,606.393   268,631.266   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                          SUPERSEDED SURVEY CONTROL
 DH5240
 DH5240.No superseded survey control is available for this station.
 DH5240
 DH5240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN6863159606(NAD 83)
 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 - 2003
 DH5240
 DH5240  HISTORY     - Date     Condition        Report By
 DH5240  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 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  USGS QUAD   -  BLUE RIVER (1983)
 AI2149
 AI2149                         *CURRENT SURVEY CONTROL
 AI2149  ___________________________________________________________________
 AI2149* NAD 83(CORS)-  43 13 48.88375(N)    090 31 50.77670(W)     ADJUSTED  
 AI2149* NAVD 88     -       225.26   (meters)     739.0    (feet)  GPS OBS   
 AI2149  ___________________________________________________________________
 AI2149  EPOCH DATE  -        2002.00
 AI2149  X           -     -43,118.331 (meters)                     COMP
 AI2149  Y           -  -4,654,410.807 (meters)                     COMP
 AI2149  Z           -   4,346,305.341 (meters)                     COMP
 AI2149  ELLIP HEIGHT-         191.70  (meters)          (04/??/04) GPS OBS
 AI2149  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 AI2149
 AI2149  HORZ ORDER  -  SPECIAL (CORS)
 AI2149  ELLP ORDER  -  SPECIAL (CORS)
 AI2149
 AI2149.ITRF positions are available for this station.
 AI2149.The coordinates were established by GPS observations
 AI2149.and adjusted by the National Geodetic Survey in April 2004..
 AI2149.The coordinates are valid at the epoch date displayed above.
 AI2149.The epoch date for horizontal control is a decimal equivalence
 AI2149.of Year/Month/Day.
 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.The PID for the CORS L1 Phase Center is AJ7969.
 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 geoid height was determined by GEOID03.
 AI2149
 AI2149;                    North         East     Units Scale Factor Converg.
 AI2149;SPC WI S     -   136,805.464   556,885.355   MT  0.99993698   -0 21 52.9
 AI2149;SPC WI S     -   448,835.93  1,827,048.04   sFT  0.99993698   -0 21 52.9
 AI2149
 AI2149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2149!SPC WI S     -   0.99996994  x   0.99993698  =   0.99990692
 AI2149
 AI2149                          SUPERSEDED SURVEY CONTROL
 AI2149
 AI2149  NAD 83(CORS)-  43 13 48.88392(N)    090 31 50.77725(W) AD(2002.00) c
 AI2149  ELLIP H (03/??/02)  191.71   (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)  191.71   (m)                       GP(1997.00) c c
 AI2149
 AI2149.Superseded values are not recommended for survey control.
 AI2149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2149.See file dsdata.txt to determine how the superseded data were derived.
 AI2149
 AI2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH0051489344(NAD 83)
 AI2149_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AI2149
 AI2149                          STATION DESCRIPTION
 AI2149
 AI2149'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004
 AI2149'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AI2149'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI2149'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI2149'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI2149'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ7969 ***********************************************************************
 AJ7969  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7969  DESIGNATION -  BLUE RIVER CORS L1 PHASE CENTER
 AJ7969  CORS_ID     -  BLRW
 AJ7969  PID         -  AJ7969
 AJ7969  STATE/COUNTY-  WI/RICHLAND
 AJ7969  USGS QUAD   -  BLUE RIVER (1983)
 AJ7969
 AJ7969                         *CURRENT SURVEY CONTROL
 AJ7969  ___________________________________________________________________
 AJ7969* NAD 83(CORS)-  43 13 48.88374(N)    090 31 50.77665(W)     ADJUSTED  
 AJ7969* NAVD 88     -                                                        
 AJ7969  ___________________________________________________________________
 AJ7969  EPOCH DATE  -        2002.00
 AJ7969  X           -     -43,118.330 (meters)                     COMP
 AJ7969  Y           -  -4,654,410.858 (meters)                     COMP
 AJ7969  Z           -   4,346,305.388 (meters)                     COMP
 AJ7969  ELLIP HEIGHT-         191.77  (meters)          (04/??/04) GPS OBS
 AJ7969  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 AJ7969
 AJ7969  HORZ ORDER  -  SPECIAL (CORS)
 AJ7969  ELLP ORDER  -  SPECIAL (CORS)
 AJ7969
 AJ7969.ITRF positions are available for this station.
 AJ7969.The coordinates were established by GPS observations
 AJ7969.and adjusted by the National Geodetic Survey in April 2004..
 AJ7969.The coordinates are valid at the epoch date displayed above.
 AJ7969.The epoch date for horizontal control is a decimal equivalence
 AJ7969.of Year/Month/Day.
 AJ7969
 AJ7969
 AJ7969.The PID for the CORS ARP is AI2149.
 AJ7969
 AJ7969.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7969
 AJ7969.The ellipsoidal height was determined by GPS observations
 AJ7969.and is referenced to NAD 83.
 AJ7969
 AJ7969.The geoid height was determined by GEOID03.
 AJ7969
 AJ7969;                    North         East     Units Scale Factor Converg.
 AJ7969;SPC WI S     -   136,805.464   556,885.356   MT  0.99993698   -0 21 52.9
 AJ7969;SPC WI S     -   448,835.93  1,827,048.04   sFT  0.99993698   -0 21 52.9
 AJ7969
 AJ7969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7969!SPC WI S     -   0.99996993  x   0.99993698  =   0.99990691
 AJ7969
 AJ7969                          SUPERSEDED SURVEY CONTROL
 AJ7969
 AJ7969  NAD 83(CORS)-  43 13 48.88391(N)    090 31 50.77720(W) AD(2002.00) c
 AJ7969  ELLIP H (03/??/02)  191.79   (m)                       GP(2002.00) c c
 AJ7969  NAD 83(CORS)-  43 13 48.88308(N)    090 31 50.77699(W) AD(1997.00) c
 AJ7969  ELLIP H (10/??/99)  191.78   (m)                       GP(1997.00) c c
 AJ7969
 AJ7969.Superseded values are not recommended for survey control.
 AJ7969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7969.See file dsdata.txt to determine how the superseded data were derived.
 AJ7969
 AJ7969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH0051489344(NAD 83)
 AJ7969_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ7969
 AJ7969                          STATION DESCRIPTION
 AJ7969
 AJ7969'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ7969'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7969'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7969'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7969'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7969'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1595 ***********************************************************************
 NH1595  DESIGNATION -  BLUM
 NH1595  PID         -  NH1595
 NH1595  STATE/COUNTY-  WI/GREEN
 NH1595  USGS QUAD   -  MONROE NW (1982)
 NH1595
 NH1595                         *CURRENT SURVEY CONTROL
 NH1595  ___________________________________________________________________
 NH1595* NAD 83(1991)-  42 43 50.21114(N)    089 37 31.85795(W)     ADJUSTED  
 NH1595* NAVD 88     -       323.     (meters)    1060.     (feet)  SCALED    
 NH1595  ___________________________________________________________________
 NH1595  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 NH1595  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 NH1595
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1595
 NH1595.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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 0162749.6 |
 NH1595| OM1094 MADISON TV STATION WMTV MAST        APPROX.37.4 KM 0173302.2 |
 NH1595| OM1079 MADISON TV STATION WKOW MAST        APPROX.37.8 KM 0183526.1 |
 NH1595| CI9059 BLUM RM 1                            25.920 METERS 09647     |
 NH1595| NH1590 MONROE GREEN CO HOME TANK           APPROX.12.2 KM 1921801.2 |
 NH1595| NH1609 ADAMS LUTHERAN CHURCH TOWER         APPROX.12.7 KM 2873252.0 |
 NH1595| CI9058 BLUM AZ MK                                         2933512.7 |
 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 3484236.0 |
 NH1595| NH1579 PRIMROSE EAST CHURCH TOWER          APPROX.17.2 KM 3490153.4 |
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1595.See file dsdata.txt to determine how the superseded data were derived.
 NH1595
 NH1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8506034244(NAD 83)
 NH1595_MARKER: DS = TRIANGULATION STATION DISK
 NH1595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 PN0079 ***********************************************************************
 PN0079  DESIGNATION -  BM
 PN0079  PID         -  PN0079
 PN0079  STATE/COUNTY-  WI/BROWN
 PN0079  USGS QUAD   -  GREEN BAY WEST (1992)
 PN0079
 PN0079                         *CURRENT SURVEY CONTROL
 PN0079  ___________________________________________________________________
 PN0079* NAD 83(1986)-  44 30 56.     (N)    088 01 09.     (W)     SCALED    
 PN0079* NAVD 88     -       180.074  (meters)     590.79   (feet)  ADJUSTED  
 PN0079  ___________________________________________________________________
 PN0079  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 PN0079  DYNAMIC HT  -         180.052 (meters)     590.72  (feet)  COMP
 PN0079  MODELED GRAV-     980,488.9   (mgal)                       NAVD 88
 PN0079
 PN0079  VERT ORDER  -  FIRST     CLASS II
 PN0079
 PN0079.The horizontal coordinates were scaled from a topographic map and have
 PN0079.an estimated accuracy of +/- 6 seconds.
 PN0079
 PN0079.The orthometric height was determined by differential leveling
 PN0079.and adjusted by the National Geodetic Survey in June 1991..
 PN0079.WARNING-Repeat measurements at this control monument indicate possible
 PN0079.vertical movement.
 PN0079
 PN0079.The geoid height was determined by GEOID03.
 PN0079
 PN0079.The dynamic height is computed by dividing the NAVD 88
 PN0079.geopotential number by the normal gravity value computed on the
 PN0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0079.degrees latitude (g = 980.6199 gals.).
 PN0079
 PN0079.The modeled gravity was interpolated from observed gravity values.
 PN0079
 PN0079;                    North         East    Units  Estimated Accuracy
 PN0079;SPC WI C     -    77,730.      757,470.      MT  (+/- 180 meters Scaled)
 PN0079
 PN0079                          SUPERSEDED SURVEY CONTROL
 PN0079
 PN0079  NGVD 29 (??/??/92)  180.107  (m)          590.90   (f) ADJ UNCH    1 2
 PN0079
 PN0079.Superseded values are not recommended for survey control.
 PN0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0079.See file dsdata.txt to determine how the superseded data were derived.
 PN0079
 PN0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ190296(NAD 83)
 PN0079_MARKER: Z = SEE DESCRIPTION
 PN0079_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PN0079_SP_SET: BRIDGE ABUTMENT
 PN0079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0079
 PN0079  HISTORY     - Date     Condition        Report By
 PN0079  HISTORY     - UNK      MONUMENTED       DOD
 PN0079  HISTORY     - 1922     GOOD             NGS
 PN0079  HISTORY     - 1972     MARK NOT FOUND   NGS
 PN0079  HISTORY     - 1985     MARK NOT FOUND   NGS
 PN0079  HISTORY     - 20031211 MARK NOT FOUND   USPSQD
 PN0079  HISTORY     - 20050803 MARK NOT FOUND   WIDT
 PN0079
 PN0079                          STATION DESCRIPTION
 PN0079
 PN0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1922
 PN0079'IN GREEN BAY.
 PN0079'THE TOP OF A HEXAGONAL BRASS PLUG IN THE CONCRETE SIDEWALK
 PN0079'DIRECTLY OVER THE WEST ABUTMENT OF THE WALNUT STREET BRIDGE IN
 PN0079'GREEN BAY, ON THE NORTH SIDE OF THE ABUTMENT, 1.00 METER FROM
 PN0079'EAST FACE OF ABUTMENT AND 70 CM. FROM THE NORTH FACE.
 PN0079
 PN0079                          STATION RECOVERY (1972)
 PN0079
 PN0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 PN0079'MARK NOT FOUND.
 PN0079
 PN0079                          STATION RECOVERY (1985)
 PN0079
 PN0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0079'MARK NOT FOUND.
 PN0079
 PN0079                          STATION RECOVERY (2003)
 PN0079
 PN0079'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0079'MARK NOT FOUND.
 PN0079
 PN0079                          STATION RECOVERY (2005)
 PN0079
 PN0079'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0079'NOT FOUND.  ADD--SEARCHED FOR THE STATION IN THE DESCRIBED ABUTMENT
 PN0079'WITHOUT RECOVERING ANY EVIDENCE OF THE MONUMENT. --NOTE-- THE OLD
 PN0079'STEEL COUNTERWEIGHTED WALNUT STREET DRAWBRIDGE WAS REPLACED WITH A NEW
 PN0079'CONCRETE BRIDGE IN THE LATE 80'S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0384 ***********************************************************************
 OM0384  DESIGNATION -  BM
 OM0384  PID         -  OM0384
 OM0384  STATE/COUNTY-  WI/DANE
 OM0384  USGS QUAD   -  MADISON WEST (1983)
 OM0384
 OM0384                         *CURRENT SURVEY CONTROL
 OM0384  ___________________________________________________________________
 OM0384* NAD 83(1986)-  43 04 33.     (N)    089 24 05.     (W)     SCALED    
 OM0384* NAVD 88     -       281.162  (meters)     922.45   (feet)  ADJUSTED  
 OM0384  ___________________________________________________________________
 OM0384  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 OM0384  DYNAMIC HT  -         281.089 (meters)     922.21  (feet)  COMP
 OM0384  MODELED GRAV-     980,355.6   (mgal)                       NAVD 88
 OM0384
 OM0384  VERT ORDER  -  SECOND    CLASS 0
 OM0384
 OM0384.The horizontal coordinates were scaled from a topographic map and have
 OM0384.an estimated accuracy of +/- 6 seconds.
 OM0384
 OM0384.The orthometric height was determined by differential leveling
 OM0384.and adjusted by the National Geodetic Survey in June 1991..
 OM0384
 OM0384.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0384.See file dsdata.txt to determine how the superseded data were derived.
 OM0384
 OM0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN045720(NAD 83)
 OM0384_MARKER: DD = SURVEY DISK
 OM0384_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OM0384_SP_SET: LARGE STONE
 OM0384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0384
 OM0384  HISTORY     - Date     Condition        Report By
 OM0384  HISTORY     - UNK      MONUMENTED       USGS
 OM0384  HISTORY     - 1934     GOOD             NGS
 OM0384  HISTORY     - 1942     GOOD             NGS
 OM0384
 OM0384                          STATION DESCRIPTION
 OM0384
 OM0384'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1942
 OM0384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0413 ***********************************************************************
 OM0413  DESIGNATION -  BM
 OM0413  PID         -  OM0413
 OM0413  STATE/COUNTY-  WI/DANE
 OM0413  USGS QUAD   -  MADISON EAST (1983)
 OM0413
 OM0413                         *CURRENT SURVEY CONTROL
 OM0413  ___________________________________________________________________
 OM0413* NAD 83(1986)-  43 05 27.     (N)    089 21 47.     (W)     SCALED    
 OM0413* NAVD 88     -       260.325  (meters)     854.08   (feet)  ADJUSTED  
 OM0413  ___________________________________________________________________
 OM0413  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 OM0413  DYNAMIC HT  -         260.257 (meters)     853.86  (feet)  COMP
 OM0413  MODELED GRAV-     980,354.5   (mgal)                       NAVD 88
 OM0413
 OM0413  VERT ORDER  -  SECOND    CLASS 0
 OM0413
 OM0413.The horizontal coordinates were scaled from a topographic map and have
 OM0413.an estimated accuracy of +/- 6 seconds.
 OM0413
 OM0413.The orthometric height was determined by differential leveling
 OM0413.and adjusted by the National Geodetic Survey in June 1991..
 OM0413
 OM0413.The geoid height was determined by GEOID03.
 OM0413
 OM0413.The dynamic height is computed by dividing the NAVD 88
 OM0413.geopotential number by the normal gravity value computed on the
 OM0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0413.degrees latitude (g = 980.6199 gals.).
 OM0413
 OM0413.The modeled gravity was interpolated from observed gravity values.
 OM0413
 OM0413;                    North         East    Units  Estimated Accuracy
 OM0413;SPC WI S     -   121,380.      651,860.      MT  (+/- 180 meters Scaled)
 OM0413
 OM0413                          SUPERSEDED SURVEY CONTROL
 OM0413
 OM0413  NGVD 29 (??/??/92)  260.386  (m)          854.28   (f) ADJ UNCH    2 0
 OM0413
 OM0413.Superseded values are not recommended for survey control.
 OM0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0413.See file dsdata.txt to determine how the superseded data were derived.
 OM0413
 OM0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN076736(NAD 83)
 OM0413_MARKER: R = RIVET
 OM0413_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OM0413_SP_SET: BRIDGE
 OM0413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0413
 OM0413  HISTORY     - Date     Condition        Report By
 OM0413  HISTORY     - UNK      MONUMENTED       CNWRR
 OM0413  HISTORY     - 1934     GOOD             NGS
 OM0413  HISTORY     - 19950429 GOOD             USPSQD
 OM0413
 OM0413                          STATION DESCRIPTION
 OM0413
 OM0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OM0413'AT MADISON.
 OM0413'ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC RAILROAD AT
 OM0413'BRIDGE C-644, ABOUT 450 FEET SOUTH OF C AND N W RWY CROSSING.
 OM0413'RIVET IS 8 INCHES NORTH OF U S C AND G S BENCH MARK E-101.
 OM0413
 OM0413                          STATION RECOVERY (1995)
 OM0413
 OM0413'RECOVERY NOTE BY US POWER SQUADRON 1995
 OM0413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0061 ***********************************************************************
 QN0061  DESIGNATION -  BM
 QN0061  PID         -  QN0061
 QN0061  STATE/COUNTY-  WI/PRICE
 QN0061  USGS QUAD   -  PARK FALLS (1984)
 QN0061
 QN0061                         *CURRENT SURVEY CONTROL
 QN0061  ___________________________________________________________________
 QN0061* NAD 83(1986)-  45 56 18.     (N)    090 26 41.     (W)     SCALED    
 QN0061* NAVD 88     -       452.940  (meters)    1486.02   (feet)  ADJUSTED  
 QN0061  ___________________________________________________________________
 QN0061  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 QN0061  DYNAMIC HT  -         452.931 (meters)    1485.99  (feet)  COMP
 QN0061  MODELED GRAV-     980,581.9   (mgal)                       NAVD 88
 QN0061
 QN0061  VERT ORDER  -  SECOND    CLASS 0
 QN0061
 QN0061.The horizontal coordinates were scaled from a topographic map and have
 QN0061.an estimated accuracy of +/- 6 seconds.
 QN0061
 QN0061.The orthometric height was determined by differential leveling
 QN0061.and adjusted by the National Geodetic Survey in June 1991..
 QN0061
 QN0061.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0061.See file dsdata.txt to determine how the superseded data were derived.
 QN0061
 QN0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL980903(NAD 83)
 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     - UNK      MONUMENTED       CGS
 QN0061  HISTORY     - 1934     GOOD             NGS
 QN0061  HISTORY     - 20030905 MARK NOT FOUND   USPSQD
 QN0061
 QN0061                          STATION DESCRIPTION
 QN0061
 QN0061'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 ON0128 ***********************************************************************
 ON0128  DESIGNATION -  BM
 ON0128  PID         -  ON0128
 ON0128  STATE/COUNTY-  WI/VERNON
 ON0128  USGS QUAD   -  READSTOWN (1983)
 ON0128
 ON0128                         *CURRENT SURVEY CONTROL
 ON0128  ___________________________________________________________________
 ON0128* NAD 83(1986)-  43 26 37.     (N)    090 45 53.     (W)     SCALED    
 ON0128* NAVD 88     -       226.482  (meters)     743.05   (feet)  ADJUSTED  
 ON0128  ___________________________________________________________________
 ON0128  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 ON0128  DYNAMIC HT  -         226.427 (meters)     742.87  (feet)  COMP
 ON0128  MODELED GRAV-     980,371.3   (mgal)                       NAVD 88
 ON0128
 ON0128  VERT ORDER  -  SECOND    CLASS 0
 ON0128
 ON0128.The horizontal coordinates were scaled from a topographic map and have
 ON0128.an estimated accuracy of +/- 6 seconds.
 ON0128
 ON0128.The orthometric height was determined by differential leveling
 ON0128.and adjusted by the National Geodetic Survey in June 1991..
 ON0128
 ON0128.The geoid height was determined by GEOID03.
 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     -   160,660.      538,100.      MT  (+/- 180 meters Scaled)
 ON0128
 ON0128                          SUPERSEDED SURVEY CONTROL
 ON0128
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0128.See file dsdata.txt to determine how the superseded data were derived.
 ON0128
 ON0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ808125(NAD 83)
 ON0128_MARKER: DD = SURVEY DISK
 ON0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0128+STABILITY: SURFACE MOTION
 ON0128
 ON0128  HISTORY     - Date     Condition        Report By
 ON0128  HISTORY     - UNK      MONUMENTED       WIHD
 ON0128  HISTORY     - 1934     GOOD             NGS
 ON0128
 ON0128                          STATION DESCRIPTION
 ON0128
 ON0128'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0165 ***********************************************************************
 RM0165  DESIGNATION -  BM
 RM0165  PID         -  RM0165
 RM0165  STATE/COUNTY-  WI/ASHLAND
 RM0165  USGS QUAD   -  MELLEN (1980)
 RM0165
 RM0165                         *CURRENT SURVEY CONTROL
 RM0165  ___________________________________________________________________
 RM0165* NAD 83(1986)-  46 17 42.     (N)    090 42 20.     (W)     SCALED    
 RM0165* NAVD 88     -       394.773  (meters)    1295.18   (feet)  ADJUSTED  
 RM0165  ___________________________________________________________________
 RM0165  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 RM0165  DYNAMIC HT  -         394.773 (meters)    1295.18  (feet)  COMP
 RM0165  MODELED GRAV-     980,604.8   (mgal)                       NAVD 88
 RM0165
 RM0165  VERT ORDER  -  SECOND    CLASS 0
 RM0165
 RM0165.The horizontal coordinates were scaled from a topographic map and have
 RM0165.an estimated accuracy of +/- 6 seconds.
 RM0165
 RM0165.The orthometric height was determined by differential leveling
 RM0165.and adjusted by the National Geodetic Survey in June 1991..
 RM0165
 RM0165.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0165.See file dsdata.txt to determine how the superseded data were derived.
 RM0165
 RM0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM767293(NAD 83)
 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             NGS
 RM0165
 RM0165                          STATION DESCRIPTION
 RM0165
 RM0165'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 NH0300 ***********************************************************************
 NH0300  DESIGNATION -  BM
 NH0300  PID         -  NH0300
 NH0300  STATE/COUNTY-  WI/JEFFERSON
 NH0300  USGS QUAD   -  FORT ATKINSON (1971)
 NH0300
 NH0300                         *CURRENT SURVEY CONTROL
 NH0300  ___________________________________________________________________
 NH0300* NAD 83(1986)-  42 55 44.     (N)    088 50 17.     (W)     SCALED    
 NH0300* NAVD 88     -       241.524  (meters)     792.40   (feet)  ADJUSTED  
 NH0300  ___________________________________________________________________
 NH0300  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 NH0300  DYNAMIC HT  -         241.460 (meters)     792.19  (feet)  COMP
 NH0300  MODELED GRAV-     980,349.0   (mgal)                       NAVD 88
 NH0300
 NH0300  VERT ORDER  -  SECOND    CLASS 0
 NH0300
 NH0300.The horizontal coordinates were scaled from a topographic map and have
 NH0300.an estimated accuracy of +/- 6 seconds.
 NH0300
 NH0300.The orthometric height was determined by differential leveling
 NH0300.and adjusted by the National Geodetic Survey in June 1991..
 NH0300
 NH0300.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0300.See file dsdata.txt to determine how the superseded data were derived.
 NH0300
 NH0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN500545(NAD 83)
 NH0300_MARKER: DD = SURVEY DISK
 NH0300_SETTING: 66 = SET IN ROCK OUTCROP
 NH0300_SP_SET: ROCK LEDGE
 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             NGS
 NH0300
 NH0300                          STATION DESCRIPTION
 NH0300
 NH0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NH0300'AT FORT ATKINSON.
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0159 ***********************************************************************
 OL0159  DESIGNATION -  BM 149
 OL0159  PID         -  OL0159
 OL0159  STATE/COUNTY-  WI/MILWAUKEE
 OL0159  USGS QUAD   -  MILWAUKEE (1971)
 OL0159
 OL0159                         *CURRENT SURVEY CONTROL
 OL0159  ___________________________________________________________________
 OL0159* NAD 83(1986)-  43 01 58.     (N)    087 56 51.     (W)     SCALED    
 OL0159* NAVD 88     -       179.862  (meters)     590.10   (feet)  ADJUSTED  
 OL0159  ___________________________________________________________________
 OL0159  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 OL0159  DYNAMIC HT  -         179.814 (meters)     589.94  (feet)  COMP
 OL0159  MODELED GRAV-     980,350.4   (mgal)                       NAVD 88
 OL0159
 OL0159  VERT ORDER  -  SECOND    CLASS 0
 OL0159
 OL0159.The horizontal coordinates were scaled from a topographic map and have
 OL0159.an estimated accuracy of +/- 6 seconds.
 OL0159
 OL0159.The orthometric height was determined by differential leveling
 OL0159.and adjusted by the National Geodetic Survey in June 1991..
 OL0159
 OL0159.The geoid height was determined by GEOID03.
 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     -   116,790.      767,250.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0159.See file dsdata.txt to determine how the superseded data were derived.
 OL0159
 OL0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN228648(NAD 83)
 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             NGS
 OL0159  HISTORY     - 1945     GOOD             ATT
 OL0159  HISTORY     - 20011015 MARK NOT FOUND   USPSQD
 OL0159
 OL0159                          STATION DESCRIPTION
 OL0159
 OL0159'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 NG0636 ***********************************************************************
 NG0636  DESIGNATION -  BM 26 C OF R
 NG0636  PID         -  NG0636
 NG0636  STATE/COUNTY-  WI/RACINE
 NG0636  USGS QUAD   -  RACINE SOUTH (1976)
 NG0636
 NG0636                         *CURRENT SURVEY CONTROL
 NG0636  ___________________________________________________________________
 NG0636* NAD 83(1991)-  42 43 07.03366(N)    087 48 56.76836(W)     ADJUSTED  
 NG0636* NAVD 88     -       197.     (meters)     646.     (feet)  SCALED    
 NG0636  ___________________________________________________________________
 NG0636  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 NG0636  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 NG0636
 NG0636  HORZ ORDER  -  SECOND
 NG0636
 NG0636.The horizontal coordinates were established by classical geodetic methods
 NG0636.and adjusted by the National Geodetic Survey in November 1991..
 NG0636
 NG0636.The orthometric height was scaled from a topographic map.
 NG0636
 NG0636.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0636
 NG0636.The geoid height was determined by GEOID03.
 NG0636
 NG0636;                    North         East     Units Scale Factor Converg.
 NG0636;SPC WI S     -    82,175.858   778,894.939   MT  1.00000300   +1 30 02.9
 NG0636;SPC WI S     -   269,605.29  2,555,424.48   sFT  1.00000300   +1 30 02.9
 NG0636;UTM  16      - 4,729,891.442   433,205.227   MT  0.99965489   -0 33 12.4
 NG0636
 NG0636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0636!SPC WI S     -   0.99997457  x   1.00000300  =   0.99997757
 NG0636!UTM  16      -   0.99997457  x   0.99965489  =   0.99962947
 NG0636
 NG0636                          SUPERSEDED SURVEY CONTROL
 NG0636
 NG0636  NAD 83(1986)-  42 43 07.02237(N)    087 48 56.78935(W) AD(       ) 2
 NG0636  NAD 27      -  42 43 06.95200(N)    087 48 56.51500(W) AD(       ) 2
 NG0636
 NG0636.Superseded values are not recommended for survey control.
 NG0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0636.See file dsdata.txt to determine how the superseded data were derived.
 NG0636
 NG0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN3320529891(NAD 83)
 NG0636_MARKER: DB = BENCH MARK DISK
 NG0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0636
 NG0636  HISTORY     - Date     Condition        Report By
 NG0636  HISTORY     - 1953     MONUMENTED       WI3970
 NG0636  HISTORY     - 20031018 MARK NOT FOUND   USPSQD
 NG0636
 NG0636                          STATION DESCRIPTION
 NG0636
 NG0636'DESCRIBED BY CITY OF RACINE WICONSIN 1953
 NG0636'NO. 26 CITY OF RACINE B.M. IS 135.45 FEET NORTHWEST OF THE STATION,
 NG0636'36 FEET SOUTH OF THE CENTER OF WASHINGTON AVE. 18 FEET NORTHWEST OF
 NG0636'THE NORTHWEST CORNER OF THE LARGE
 NG0636'STONE MONUMENT, 17 FEET NORTHEAST OF THE FIRE HYDRANT
 NG0636'AND 2 FEET SOUTH OF THE SOUTH EDGE OF A SIDEWALK.
 NG0636'THE MARK IS A 6 BY 6 INCH CONCRETE POST
 NG0636'WITH A BRASS CITY OF RACINE BENCH MARK DISK STAMPED 26, THE MARK
 NG0636'PROJECTS ABOUT 2 INCHES.
 NG0636'
 NG0636'STATION IS LOCATED IN THE WEST EDGE OF RACINE, IN THE NORTHWEST
 NG0636'CORNER OF WASHINGTON PARK AND
 NG0636'ABOUT 300 FEET SOUTHEAST OF THE INTERSECTION OF WASHINGTON AVENUE AND
 NG0636'12TH. STREET.
 NG0636
 NG0636                          STATION RECOVERY (2003)
 NG0636
 NG0636'RECOVERY NOTE BY US POWER SQUADRON 2003 (DLH)
 NG0636'NEW ENLARGED SIDEWALK, NO CONCRETE POST OR MARK REMAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0216 ***********************************************************************
 OL0216  DESIGNATION -  BM GA 13
 OL0216  PID         -  OL0216
 OL0216  STATE/COUNTY-  WI/SHEBOYGAN
 OL0216  USGS QUAD   -  SHEBOYGAN NORTH (1994)
 OL0216
 OL0216                         *CURRENT SURVEY CONTROL
 OL0216  ___________________________________________________________________
 OL0216* NAD 83(1986)-  43 46 53.     (N)    087 44 48.     (W)     SCALED    
 OL0216* NAVD 88     -       185.624  (meters)     609.00   (feet)  ADJUSTED  
 OL0216  ___________________________________________________________________
 OL0216  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 OL0216  DYNAMIC HT  -         185.589 (meters)     608.89  (feet)  COMP
 OL0216  MODELED GRAV-     980,429.6   (mgal)                       NAVD 88
 OL0216
 OL0216  VERT ORDER  -  FIRST     CLASS 0
 OL0216
 OL0216.The horizontal coordinates were scaled from a topographic map and have
 OL0216.an estimated accuracy of +/- 6 seconds.
 OL0216
 OL0216.The orthometric height was determined by differential leveling
 OL0216.and adjusted by the National Geodetic Survey in June 1991..
 OL0216
 OL0216.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0216.See file dsdata.txt to determine how the superseded data were derived.
 OL0216
 OL0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP399478(NAD 83)
 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 = OCTOBER  7, 2006
 QM0696 ***********************************************************************
 QM0696  DESIGNATION -  BM NR BRYANT RM 3
 QM0696  PID         -  QM0696
 QM0696  STATE/COUNTY-  WI/LANGLADE
 QM0696  USGS QUAD   -  BRYANT (1973)
 QM0696
 QM0696                         *CURRENT SURVEY CONTROL
 QM0696  ___________________________________________________________________
 QM0696* NAD 83(1991)-  45 14 55.28584(N)    089 00 59.81296(W)     ADJUSTED  
 QM0696* NAVD 88     -       536.     (meters)    1759.     (feet)  SCALED    
 QM0696  ___________________________________________________________________
 QM0696  LAPLACE CORR-          -4.62  (seconds)                    DEFLEC99
 QM0696  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 QM0696
 QM0696  HORZ ORDER  -  SECOND
 QM0696
 QM0696.The horizontal coordinates were established by classical geodetic methods
 QM0696.and adjusted by the National Geodetic Survey in November 1991..
 QM0696
 QM0696.The orthometric height was scaled from a topographic map.
 QM0696
 QM0696.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0696
 QM0696.The geoid height was determined by GEOID03.
 QM0696
 QM0696;                    North         East     Units Scale Factor Converg.
 QM0696;SPC WI C     -   157,743.207   677,195.833   MT  0.99996182   +0 41 37.9
 QM0696;SPC WI C     -   517,529.17  2,221,766.66   sFT  0.99996182   +0 41 37.9
 QM0696;UTM  16      - 5,012,555.557   341,749.212   MT  0.99990793   -1 25 56.8
 QM0696
 QM0696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0696!SPC WI C     -   0.99992138  x   0.99996182  =   0.99988321
 QM0696!UTM  16      -   0.99992138  x   0.99990793  =   0.99982932
 QM0696
 QM0696                          SUPERSEDED SURVEY CONTROL
 QM0696
 QM0696  NAD 83(1986)-  45 14 55.28698(N)    089 00 59.81586(W) AD(       ) 2
 QM0696  NAD 27      -  45 14 55.40800(N)    089 00 59.41600(W) AD(       ) 2
 QM0696
 QM0696.Superseded values are not recommended for survey control.
 QM0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0696.See file dsdata.txt to determine how the superseded data were derived.
 QM0696
 QM0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR4174912556(NAD 83)
 QM0696_MARKER: DD = SURVEY DISK
 QM0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0696
 QM0696  HISTORY     - Date     Condition        Report By
 QM0696  HISTORY     - 1954     MONUMENTED       USGS
 QM0696
 QM0696                          STATION DESCRIPTION
 QM0696
 QM0696'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (DAJ)
 QM0696'THE STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF THE
 QM0696'VILLAGE OF ANTIGO.  IT IS 26 FEET WEST OF THE SOUTHWEST
 QM0696'CORNER OF A CONCRETE BUILDING.  THE MARK IS A 6 X 6 INCH
 QM0696'CONCRETE POST WHICH PROJECTS 8 INCHES.  IT IS A STANDARD
 QM0696'U.S. GEOLOGICAL SURVEY BENCH MARK DISK WITH NO STAMPING.
 QM0696'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 QM0696'BRYANT R.M. 3 TO BM (USGS) AND THE DISTANCE IS 70.29 FEET
 QM0696'OR 21.426 METERS.
 QM0696'
 QM0696'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 QM0696'HIGHWAY 47 AND 64 IN THE VILLAGE OF ANTIGO, GO NORTH ON U.S.
 QM0696'HIGHWAY 45 AND STATE HIGHWAY 47 AND 64 FOR 1.5 MILES TO THE
 QM0696'JUNCTION OF STATE HIGHWAY 64, TURN RIGHT (EAST) ON STATE
 QM0696'HIGHWAY 64 FOR 1.65 MILES TO THE JUNCTION OF STATE HIGHWAY
 QM0696'52, TURN LEFT (NORTH AND EAST) ON STATE HIGHWAY 52 FOR 7.15
 QM0696'MILES TO THE JUNCTION OF COUNTY ROUTE S, TURN LEFT (NORTH)
 QM0696'ON COUNTY ROUTE S FOR 2.0 MILES TO COUNTY ROUTE O ON THE LEFT,
 QM0696'CONTINUE NORTH ON COUNTY ROUTE S FOR 0.5 MILE TO A TRACK ROAD
 QM0696'ON THE LEFT, TURN LEFT (WEST) ON TRACK ROAD FOR 0.5 MILE TO
 QM0696'THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0708 ***********************************************************************
 QM0708  DESIGNATION -  BM NR VILAS
 QM0708  PID         -  QM0708
 QM0708  STATE/COUNTY-  WI/LANGLADE
 QM0708  USGS QUAD   -  BLACK BROOK (1973)
 QM0708
 QM0708                         *CURRENT SURVEY CONTROL
 QM0708  ___________________________________________________________________
 QM0708* NAD 83(1991)-  45 14 12.95161(N)    089 18 28.47482(W)     ADJUSTED  
 QM0708* NAVD 88     -       507.     (meters)    1663.     (feet)  SCALED    
 QM0708  ___________________________________________________________________
 QM0708  LAPLACE CORR-          -5.62  (seconds)                    DEFLEC99
 QM0708  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 QM0708
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0708
 QM0708.The geoid height was determined by GEOID03.
 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     -   0.99992582  x   0.99996050  =   0.99988633
 QM0708!UTM  16      -   0.99992582  x   1.00000348  =   0.99992930
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0708.See file dsdata.txt to determine how the superseded data were derived.
 QM0708
 QM0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR1885311862(NAD 83)
 QM0708_MARKER: DD = SURVEY DISK
 QM0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0708_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QM0708
 QM0708  HISTORY     - Date     Condition        Report By
 QM0708  HISTORY     - 1954     MONUMENTED       USGS
 QM0708
 QM0708                          STATION DESCRIPTION
 QM0708
 QM0708'DESCRIBED BY US GEOLOGICAL 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 = OCTOBER  7, 2006
 PN1030 ***********************************************************************
 PN1030  DESIGNATION -  BM W
 PN1030  PID         -  PN1030
 PN1030  STATE/COUNTY-  WI/MARATHON
 PN1030  USGS QUAD   -  HATLEY (1982)
 PN1030
 PN1030                         *CURRENT SURVEY CONTROL
 PN1030  ___________________________________________________________________
 PN1030* NAD 83(1991)-  44 56 34.88423(N)    089 20 48.26758(W)     ADJUSTED  
 PN1030* NAVD 88     -       442.     (meters)    1450.     (feet)  SCALED    
 PN1030  ___________________________________________________________________
 PN1030  LAPLACE CORR-          -6.00  (seconds)                    DEFLEC99
 PN1030  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 PN1030
 PN1030  HORZ ORDER  -  SECOND
 PN1030
 PN1030.The horizontal coordinates were established by classical geodetic methods
 PN1030.and adjusted by the National Geodetic Survey in November 1991..
 PN1030
 PN1030.The orthometric height was scaled from a topographic map.
 PN1030
 PN1030.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1030
 PN1030.The geoid height was determined by GEOID03.
 PN1030
 PN1030;                    North         East     Units Scale Factor Converg.
 PN1030;SPC WI C     -   123,514.973   651,554.850   MT  0.99994138   +0 27 39.3
 PN1030;SPC WI C     -   405,232.04  2,137,642.87   sFT  0.99994138   +0 27 39.3
 PN1030;UTM  16      - 4,979,300.182   314,857.517   MT  1.00002151   -1 39 29.6
 PN1030
 PN1030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1030!SPC WI C     -   0.99993621  x   0.99994138  =   0.99987759
 PN1030!UTM  16      -   0.99993621  x   1.00002151  =   0.99995771
 PN1030
 PN1030                          SUPERSEDED SURVEY CONTROL
 PN1030
 PN1030  NAD 83(1986)-  44 56 34.88353(N)    089 20 48.27301(W) AD(       ) 2
 PN1030  NAD 27      -  44 56 34.99000(N)    089 20 47.85800(W) AD(       ) 2
 PN1030
 PN1030.Superseded values are not recommended for survey control.
 PN1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1030.See file dsdata.txt to determine how the superseded data were derived.
 PN1030
 PN1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ1485879300(NAD 83)
 PN1030_MARKER: DB = BENCH MARK DISK
 PN1030_SETTING: 0 = UNSPECIFIED SETTING
 PN1030
 PN1030  HISTORY     - Date     Condition        Report By
 PN1030  HISTORY     - 1954     MONUMENTED       USGS
 PN1030  HISTORY     - 19991017 MARK NOT FOUND   USPSQD
 PN1030
 PN1030                          STATION DESCRIPTION
 PN1030
 PN1030'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (DAJ)
 PN1030'THE STATION IS LOCATED ABOUT 12 MILES NORTHWEST OF THE VILLAGE
 PN1030'OF WITTENBERG AND 7 MILES WEST OF THE VILLAGE OF BIRNAMWOOD.  IT
 PN1030'IS 32 FEET EAST OF THE CENTERLINE OF A GRADED ROAD, 25 FEET
 PN1030'NORTH OF THE CENTERLINE OF COUNTY ROUTE N AND 3 FEET SOUTH OF
 PN1030'A FENCE.  THE MARK IS A IRON PIPE 3 INCHES IN DIAMETER, PROJECTS
 PN1030'1 FOOT AND IT IS A STANDARD U.S. GEOLOGICAL BENCH MARK DISK
 PN1030'STAMPED ELEVATION ABOVE SEA 1,451 FEET, DATUM-W
 PN1030'
 PN1030'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 PN1030'SUWYN 1934 TO BM-W (USGS) AND THE DISTANCE IS 1,116.59 FEET OR
 PN1030'340.335 METERS.
 PN1030'
 PN1030'TO REACH FROM THE SOUTH EDGE OF THE VILLAGE OF BIRNAMWOOD AND
 PN1030'THE JUNCTION OF U.S. HIGHWAY 45 AND COUNTY ROUTE N, TURN LEFT
 PN1030'(WEST) ON COUNTY ROUTE N THROUGH THE VILLAGE OF BIRNAMWOOD
 PN1030'FOR 7.55 MILES TO A SIDE ROAD RIGHT AND THE MARK ON THE RIGHT
 PN1030'AS DESCRIBED.
 PN1030
 PN1030                          STATION RECOVERY (1999)
 PN1030
 PN1030'RECOVERY NOTE BY US POWER SQUADRON 1999
 PN1030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0138 ***********************************************************************
 PM0138  DESIGNATION -  BMCH
 PM0138  PID         -  PM0138
 PM0138  STATE/COUNTY-  WI/MANITOWOC
 PM0138  USGS QUAD   -  MANITOWOC (1973)
 PM0138
 PM0138                         *CURRENT SURVEY CONTROL
 PM0138  ___________________________________________________________________
 PM0138* NAD 83(1991)-  44 05 18.68711(N)    087 39 29.45742(W)     ADJUSTED  
 PM0138* NAVD 88     -       187.897  (meters)     616.46   (feet)  ADJUSTED  
 PM0138  ___________________________________________________________________
 PM0138  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 PM0138  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 PM0138  DYNAMIC HT  -         187.866 (meters)     616.36  (feet)  COMP
 PM0138  MODELED GRAV-     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
 PM0138.and adjusted by the National Geodetic Survey in June 1991..
 PM0138
 PM0138.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0138
 PM0138.The geoid height was determined by GEOID03.
 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;                    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     -   0.99997620  x   1.00000451  =   0.99998071
 PM0138!UTM  16      -   0.99997620  x   0.99963414  =   0.99961035
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0138.See file dsdata.txt to determine how the superseded data were derived.
 PM0138
 PM0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4730981916(NAD 83)
 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: USE   
 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 - April 29, 2003
 PM0138
 PM0138  HISTORY     - Date     Condition        Report By
 PM0138  HISTORY     - 1953     MONUMENTED       USE
 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
 PM0138                          STATION DESCRIPTION
 PM0138
 PM0138'DESCRIBED BY US 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON1072 ***********************************************************************
 ON1072  DESIGNATION -  BOAZ
 ON1072  PID         -  ON1072
 ON1072  STATE/COUNTY-  WI/RICHLAND
 ON1072  USGS QUAD   -  BOAZ (1983)
 ON1072
 ON1072                         *CURRENT SURVEY CONTROL
 ON1072  ___________________________________________________________________
 ON1072* NAD 83(1991)-  43 17 11.31358(N)    090 34 51.20208(W)     ADJUSTED  
 ON1072* NAVD 88     -       356.     (meters)    1168.     (feet)  SCALED    
 ON1072  ___________________________________________________________________
 ON1072  LAPLACE CORR-          -5.55  (seconds)                    DEFLEC99
 ON1072  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 ON1072
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1072
 ON1072.The geoid height was determined by GEOID03.
 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     -   0.99994943  x   0.99993454  =   0.99988397
 ON1072!UTM  15      -   0.99994943  x   1.00007385  =   1.00002328
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1072.See file dsdata.txt to determine how the superseded data were derived.
 ON1072
 ON1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9626395470(NAD 83)
 ON1072_MARKER: DS = TRIANGULATION STATION DISK
 ON1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 DH4992 ***********************************************************************
 DH4992  DESIGNATION -  BOAZ GPS
 DH4992  PID         -  DH4992
 DH4992  STATE/COUNTY-  WI/RICHLAND
 DH4992  USGS QUAD   -  BOAZ (1983)
 DH4992
 DH4992                         *CURRENT SURVEY CONTROL
 DH4992  ___________________________________________________________________
 DH4992* NAD 83(1997)-  43 20 31.56414(N)    090 31 17.94245(W)     ADJUSTED  
 DH4992* NAVD 88     -                                                        
 DH4992  ___________________________________________________________________
 DH4992  X           -     -42,299.852 (meters)                     COMP
 DH4992  Y           -  -4,645,898.350 (meters)                     COMP
 DH4992  Z           -   4,355,352.726 (meters)                     COMP
 DH4992  LAPLACE CORR-          -5.03  (seconds)                    DEFLEC99
 DH4992  ELLIP HEIGHT-         193.22  (meters)          (08/01/05) GPS OBS
 DH4992  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 DH4992
 DH4992  HORZ ORDER  -  B
 DH4992  ELLP ORDER  -  FOURTH    CLASS I
 DH4992
 DH4992.The horizontal coordinates were established by GPS observations
 DH4992.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH4992
 DH4992
 DH4992.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4992
 DH4992.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4992
 DH4992.The ellipsoidal height was determined by GPS observations
 DH4992.and is referenced to NAD 83.
 DH4992
 DH4992.The geoid height was determined by GEOID03.
 DH4992
 DH4992;                    North         East     Units Scale Factor Converg.
 DH4992;SPC WI S     -   149,226.710   557,703.949   MT  0.99993308   -0 21 30.3
 DH4992;SPC WI S     -   489,587.96  1,829,733.71   sFT  0.99993308   -0 21 30.3
 DH4992;UTM  15      - 4,801,788.640   700,885.576   MT  1.00009643   +1 42 05.7
 DH4992
 DH4992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4992!SPC WI S     -   0.99996970  x   0.99993308  =   0.99990278
 DH4992!UTM  15      -   0.99996970  x   1.00009643  =   1.00006613
 DH4992
 DH4992                          SUPERSEDED SURVEY CONTROL
 DH4992
 DH4992.No superseded survey control is available for this station.
 DH4992
 DH4992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0088601789(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4992+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2005
 DH4992
 DH4992  HISTORY     - Date     Condition        Report By
 DH4992  HISTORY     - 2003     MONUMENTED       WIDT
 DH4992  HISTORY     - 20040816 GOOD             WIDT
 DH4992  HISTORY     - 20051227 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0170 ***********************************************************************
 PN0170  DESIGNATION -  BOB
 PN0170  PID         -  PN0170
 PN0170  STATE/COUNTY-  WI/OUTAGAMIE
 PN0170  USGS QUAD   -  NICHOLS (1992)
 PN0170
 PN0170                         *CURRENT SURVEY CONTROL
 PN0170  ___________________________________________________________________
 PN0170* NAD 83(1991)-  44 30 01.49190(N)    088 22 45.29932(W)     ADJUSTED  
 PN0170* NAVD 88     -       242.851  (meters)     796.75   (feet)  ADJUSTED  
 PN0170  ___________________________________________________________________
 PN0170  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 PN0170  GEOID HEIGHT-         -36.21  (meters)                     GEOID03
 PN0170  DYNAMIC HT  -         242.817 (meters)     796.64  (feet)  COMP
 PN0170  MODELED GRAV-     980,469.6   (mgal)                       NAVD 88
 PN0170
 PN0170  HORZ ORDER  -  FIRST
 PN0170  VERT ORDER  -  FIRST     CLASS II
 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
 PN0170.and adjusted by the National Geodetic Survey in June 1991..
 PN0170
 PN0170.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0170
 PN0170.The geoid height was determined by GEOID03.
 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;                    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     -   0.99996760  x   0.99996209  =   0.99992969
 PN0170!UTM  16      -   0.99996760  x   0.99974785  =   0.99971546
 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|---------------------------------------------------------------------|
 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  NGVD 29 (??/??/92)  242.879  (m)          796.85   (f) ADJ UNCH    1 2
 PN0170
 PN0170.Superseded values are not recommended for survey control.
 PN0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0170.See file dsdata.txt to determine how the superseded data were derived.
 PN0170
 PN0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9035328380(NAD 83)
 PN0170_MARKER: DE = TRAVERSE STATION DISK
 PN0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0170_SP_SET: 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     SEE DESCRIPTION  CGS
 PN0170  HISTORY     - 1930     GOOD             NGS
 PN0170  HISTORY     - 1973     SEE DESCRIPTION  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 NATIONAL 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 = OCTOBER  7, 2006
 QM0731 ***********************************************************************
 QM0731  DESIGNATION -  BOBBI
 QM0731  PID         -  QM0731
 QM0731  STATE/COUNTY-  WI/MARATHON
 QM0731  USGS QUAD   -  LITTLE CHICAGO (1981)
 QM0731
 QM0731                         *CURRENT SURVEY CONTROL
 QM0731  ___________________________________________________________________
 QM0731* NAD 83(1991)-  45 00 24.98617(N)    089 50 40.44454(W)     ADJUSTED  
 QM0731* NAVD 88     -       441.8    (meters)    1449.     (feet)  VERTCON   
 QM0731  ___________________________________________________________________
 QM0731  LAPLACE CORR-          -6.84  (seconds)                    DEFLEC99
 QM0731  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 QM0731
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0731
 QM0731.The geoid height was determined by GEOID03.
 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  =   0.99987932
 QM0731!UTM  16      -   0.99993602  x   1.00021795  =   1.00015395
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0731.See file dsdata.txt to determine how the superseded data were derived.
 QM0731
 QM0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7583287658(NAD 83)
 QM0731_MARKER: DE = TRAVERSE STATION DISK
 QM0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0731_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QM0731_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 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 = OCTOBER  7, 2006
 RM0293 ***********************************************************************
 RM0293  DESIGNATION -  BOG
 RM0293  PID         -  RM0293
 RM0293  STATE/COUNTY-  WI/DOUGLAS
 RM0293  USGS QUAD   -  BENNETT (1981)
 RM0293
 RM0293                         *CURRENT SURVEY CONTROL
 RM0293  ___________________________________________________________________
 RM0293* NAD 83(1991)-  46 25 29.58354(N)    091 50 39.63929(W)     ADJUSTED  
 RM0293* NAVD 88     -       374.444  (meters)    1228.49   (feet)  POSTED    
 RM0293  ___________________________________________________________________
 RM0293  LAPLACE CORR-          -6.34  (seconds)                    DEFLEC99
 RM0293  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 RM0293  DYNAMIC HT  -         374.490 (meters)    1228.64  (feet)  COMP
 RM0293  MODELED GRAV-     980,716.1   (mgal)                       NAVD 88
 RM0293
 RM0293  HORZ ORDER  -  FIRST
 RM0293  VERT ORDER  -  * POSTED, Code B , 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.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 RM0293.rate of 1.1 thru 2.0 mm/km.
 RM0293
 RM0293.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0293
 RM0293.The geoid height was determined by GEOID03.
 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;                    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     -   0.99994555  x   0.99995540  =   0.99990096
 RM0293!UTM  15      -   0.99994555  x   0.99969692  =   0.99964249
 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|---------------------------------------------------------------------|
 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  NGVD 29 (??/??/92)  374.475  (m)         1228.59   (f) ADJ UNCH    1 2
 RM0293
 RM0293.Superseded values are not recommended for survey control.
 RM0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0293.See file dsdata.txt to determine how the superseded data were derived.
 RM0293
 RM0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM8879741906(NAD 83)
 RM0293_MARKER: DS = TRIANGULATION STATION DISK
 RM0293_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RM0293_SP_SET: RAIL
 RM0293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RM0293
 RM0293  HISTORY     - Date     Condition        Report By
 RM0293  HISTORY     - 1921     MONUMENTED       CGS
 RM0293  HISTORY     - 1922     GOOD             NGS
 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 NATIONAL 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 = OCTOBER  7, 2006
 DH5426 ***********************************************************************
 DH5426  DESIGNATION -  BOHEMIAN VALLEY
 DH5426  PID         -  DH5426
 DH5426  STATE/COUNTY-  WI/LA CROSSE
 DH5426  USGS QUAD   -  ESOFEA (1985)
 DH5426
 DH5426                         *CURRENT SURVEY CONTROL
 DH5426  ___________________________________________________________________
 DH5426* NAD 83(1997)-  43 44 44.86773(N)    090 57 52.26436(W)     ADJUSTED  
 DH5426* NAVD 88     -                                                        
 DH5426  ___________________________________________________________________
 DH5426  X           -     -77,688.848 (meters)                     COMP
 DH5426  Y           -  -4,614,556.905 (meters)                     COMP
 DH5426  Z           -   4,387,883.292 (meters)                     COMP
 DH5426  LAPLACE CORR-          -8.77  (seconds)                    DEFLEC99
 DH5426  ELLIP HEIGHT-         220.57  (meters)          (08/01/05) GPS OBS
 DH5426  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 DH5426
 DH5426  HORZ ORDER  -  FIRST
 DH5426  ELLP ORDER  -  SECOND    CLASS I
 DH5426
 DH5426.The horizontal coordinates were established by GPS observations
 DH5426.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5426
 DH5426
 DH5426.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5426
 DH5426.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5426
 DH5426.The ellipsoidal height was determined by GPS observations
 DH5426.and is referenced to NAD 83.
 DH5426
 DH5426.The geoid height was determined by GEOID03.
 DH5426
 DH5426;                    North         East     Units Scale Factor Converg.
 DH5426;SPC WI S     -   194,392.812   522,315.735   MT  0.99995060   -0 39 45.8
 DH5426;SPC WI S     -   637,770.42  1,713,630.87   sFT  0.99995060   -0 39 45.8
 DH5426;UTM  15      - 4,845,653.046   663,889.680   MT  0.99993038   +1 24 28.0
 DH5426
 DH5426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5426!SPC WI S     -   0.99996541  x   0.99995060  =   0.99991602
 DH5426!UTM  15      -   0.99996541  x   0.99993038  =   0.99989580
 DH5426
 DH5426                          SUPERSEDED SURVEY CONTROL
 DH5426
 DH5426.No superseded survey control is available for this station.
 DH5426
 DH5426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ6389045653(NAD 83)
 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 - March 19, 2003
 DH5426
 DH5426  HISTORY     - Date     Condition        Report By
 DH5426  HISTORY     - 1994     MONUMENTED       WI-063
 DH5426  HISTORY     - 20030319 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0361 ***********************************************************************
 NG0361  DESIGNATION -  BOHN
 NG0361  PID         -  NG0361
 NG0361  STATE/COUNTY-  WI/RACINE
 NG0361  USGS QUAD   -  RACINE SOUTH (1976)
 NG0361
 NG0361                         *CURRENT SURVEY CONTROL
 NG0361  ___________________________________________________________________
 NG0361* NAD 83(1986)-  42 44 04.     (N)    087 47 04.     (W)     SCALED    
 NG0361* NAVD 88     -       179.945  (meters)     590.37   (feet)  ADJUSTED  
 NG0361  ___________________________________________________________________
 NG0361  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 NG0361  DYNAMIC HT  -         179.894 (meters)     590.20  (feet)  COMP
 NG0361  MODELED GRAV-     980,335.0   (mgal)                       NAVD 88
 NG0361
 NG0361  VERT ORDER  -  FIRST     CLASS 0
 NG0361
 NG0361.The horizontal coordinates were scaled from a topographic map and have
 NG0361.an estimated accuracy of +/- 6 seconds.
 NG0361
 NG0361.The orthometric height was determined by differential leveling
 NG0361.and adjusted by the National Geodetic Survey in June 1991..
 NG0361
 NG0361.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 NG0361
 NG0361.No superseded survey control is available for this station.
 NG0361
 NG0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN357316(NAD 83)
 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 = OCTOBER  7, 2006
 OL0079 ***********************************************************************
 OL0079  DESIGNATION -  BOLLARD USLS
 OL0079  PID         -  OL0079
 OL0079  STATE/COUNTY-  WI/OZAUKEE
 OL0079  USGS QUAD   -  PORT WASHINGTON EAST (1994)
 OL0079
 OL0079                         *CURRENT SURVEY CONTROL
 OL0079  ___________________________________________________________________
 OL0079* NAD 83(1986)-  43 23 16.     (N)    087 52 09.     (W)     SCALED    
 OL0079* NAVD 88     -       180.057  (meters)     590.74   (feet)  ADJUSTED  
 OL0079  ___________________________________________________________________
 OL0079  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 OL0079  DYNAMIC HT  -         180.017 (meters)     590.61  (feet)  COMP
 OL0079  MODELED GRAV-     980,391.4   (mgal)                       NAVD 88
 OL0079
 OL0079  VERT ORDER  -  FIRST     CLASS 0
 OL0079
 OL0079.The horizontal coordinates were scaled from a topographic map and have
 OL0079.an estimated accuracy of +/- 6 seconds.
 OL0079
 OL0079.The orthometric height was determined by differential leveling
 OL0079.and adjusted by the National Geodetic Survey in June 1991..
 OL0079
 OL0079.The geoid height was determined by GEOID03.
 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     -   156,370.      772,620.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0079.See file dsdata.txt to determine how the superseded data were derived.
 OL0079
 OL0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP296042(NAD 83)
 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 = OCTOBER  7, 2006
 PN0642 ***********************************************************************
 PN0642  DESIGNATION -  BOLT
 PN0642  PID         -  PN0642
 PN0642  STATE/COUNTY-  WI/BROWN
 PN0642  USGS QUAD   -  WRIGHTSTOWN (1992)
 PN0642
 PN0642                         *CURRENT SURVEY CONTROL
 PN0642  ___________________________________________________________________
 PN0642* NAD 83(1986)-  44 18 53.     (N)    088 13 36.     (W)     SCALED    
 PN0642* NAVD 88     -       212.529  (meters)     697.27   (feet)  ADJUSTED  
 PN0642  ___________________________________________________________________
 PN0642  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PN0642  DYNAMIC HT  -         212.496 (meters)     697.16  (feet)  COMP
 PN0642  MODELED GRAV-     980,461.8   (mgal)                       NAVD 88
 PN0642
 PN0642  VERT ORDER  -  FIRST     CLASS 0
 PN0642
 PN0642.The horizontal coordinates were scaled from a topographic map and have
 PN0642.an estimated accuracy of +/- 6 seconds.
 PN0642
 PN0642.The orthometric height was determined by differential leveling
 PN0642.and adjusted by the National Geodetic Survey in June 1991..
 PN0642
 PN0642.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 PN0642
 PN0642.No superseded survey control is available for this station.
 PN0642
 PN0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ021075(NAD 83)
 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 = OCTOBER  7, 2006
 PM0439 ***********************************************************************
 PM0439  DESIGNATION -  BOLT
 PM0439  PID         -  PM0439
 PM0439  STATE/COUNTY-  WI/MANITOWOC
 PM0439  USGS QUAD   -  LARRABEE (1978)
 PM0439
 PM0439                         *CURRENT SURVEY CONTROL
 PM0439  ___________________________________________________________________
 PM0439* NAD 83(1991)-  44 18 59.12133(N)    087 44 34.72351(W)     ADJUSTED  
 PM0439* NAVD 88     -       249.     (meters)     817.     (feet)  SCALED    
 PM0439  ___________________________________________________________________
 PM0439  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 PM0439  GEOID HEIGHT-         -36.09  (meters)                     GEOID03
 PM0439
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0439
 PM0439.The geoid height was determined by GEOID03.
 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;SPC WI C     -    56,182.187   780,036.899   MT  0.99998810   +1 35 33.0
 PM0439;SPC WI C     -   184,324.39  2,559,171.06   sFT  0.99998810   +1 35 33.0
 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     -   0.99996662  x   1.00006032  =   1.00002693
 PM0439!SPC WI C     -   0.99996662  x   0.99998810  =   0.99995472
 PM0439!UTM  16      -   0.99996662  x   0.99964317  =   0.99960980
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0439.See file dsdata.txt to determine how the superseded data were derived.
 PM0439
 PM0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ4075007287(NAD 83)
 PM0439_MARKER: DS = TRIANGULATION STATION DISK
 PM0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 OM0671 ***********************************************************************
 OM0671  DESIGNATION -  BOLTONVILLE
 OM0671  PID         -  OM0671
 OM0671  STATE/COUNTY-  WI/WASHINGTON
 OM0671  USGS QUAD   -  BATAVIA (1974)
 OM0671
 OM0671                         *CURRENT SURVEY CONTROL
 OM0671  ___________________________________________________________________
 OM0671* NAD 83(1991)-  43 30 29.01173(N)    088 07 14.66574(W)     ADJUSTED  
 OM0671* NAVD 88     -       323.     (meters)    1060.     (feet)  SCALED    
 OM0671  ___________________________________________________________________
 OM0671  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 OM0671  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 OM0671
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0671
 OM0671.The geoid height was determined by GEOID03.
 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     -   0.99995486  x   0.99993428  =   0.99988914
 OM0671!UTM  16      -   0.99995486  x   0.99970095  =   0.99965582
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0671.See file dsdata.txt to determine how the superseded data were derived.
 OM0671
 OM0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0940617846(NAD 83)
 OM0671_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0671_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 OM0671
 OM0671  HISTORY     - Date     Condition        Report By
 OM0671  HISTORY     - 1953     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0672 ***********************************************************************
 OM0672  DESIGNATION -  BOLTONVILLE ST JOHNS CATH CH
 OM0672  PID         -  OM0672
 OM0672  STATE/COUNTY-  WI/WASHINGTON
 OM0672  USGS QUAD   -  BATAVIA (1974)
 OM0672
 OM0672                         *CURRENT SURVEY CONTROL
 OM0672  ___________________________________________________________________
 OM0672* NAD 83(1991)-  43 30 46.62573(N)    088 06 35.84110(W)     ADJUSTED  
 OM0672* NAVD 88     -                                                        
 OM0672  ___________________________________________________________________
 OM0672  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 OM0672  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 OM0672
 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
 OM0672.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0672
 OM0672.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 OM0672
 OM0672  NAD 83(1986)-  43 30 46.61525(N)    088 06 35.84654(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0672.See file dsdata.txt to determine how the superseded data were derived.
 OM0672
 OM0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1028518378(NAD 83)
 OM0672
 OM0672  HISTORY     - Date     Condition        Report By
 OM0672  HISTORY     - 1953     MONUMENTED       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 = OCTOBER  7, 2006
 PN1169 ***********************************************************************
 PN1169  DESIGNATION -  BOM KAMP WIDT
 PN1169  PID         -  PN1169
 PN1169  STATE/COUNTY-  WI/MARATHON
 PN1169  USGS QUAD   -  WAUSAU WEST (1993)
 PN1169
 PN1169                         *CURRENT SURVEY CONTROL
 PN1169  ___________________________________________________________________
 PN1169* NAD 83(1991)-  44 57 10.28857(N)    089 43 38.54124(W)     ADJUSTED  
 PN1169* NAVD 88     -       367.90   (+/-2cm)    1207.0    (feet)  VERTCON   
 PN1169  ___________________________________________________________________
 PN1169  LAPLACE CORR-          -7.84  (seconds)                    DEFLEC99
 PN1169  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 PN1169
 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.The vertical order pertains to the NGVD 29 superseded value.
 PN1169
 PN1169.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1169
 PN1169.The geoid height was determined by GEOID03.
 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     -   0.99994769  x   0.99994160  =   0.99988930
 PN1169!UTM  16      -   0.99994769  x   1.00016915  =   1.00011683
 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 (07/19/86)  367.91   (m)         1207.1    (f) LEVELING    3  
 PN1169
 PN1169.Superseded values are not recommended for survey control.
 PN1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1169.See file dsdata.txt to determine how the superseded data were derived.
 PN1169
 PN1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ8486581333(NAD 83)
 PN1169_MARKER: DE = TRAVERSE STATION DISK
 PN1169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 ON1105 ***********************************************************************
 ON1105  DESIGNATION -  BOMA
 ON1105  PID         -  ON1105
 ON1105  STATE/COUNTY-  WI/CRAWFORD
 ON1105  USGS QUAD   -  MT STERLING (1983)
 ON1105
 ON1105                         *CURRENT SURVEY CONTROL
 ON1105  ___________________________________________________________________
 ON1105* NAD 83(1991)-  43 21 24.45907(N)    090 59 53.59016(W)     ADJUSTED  
 ON1105* NAVD 88     -       362.     (meters)    1188.     (feet)  SCALED    
 ON1105  ___________________________________________________________________
 ON1105  LAPLACE CORR-          -7.04  (seconds)                    DEFLEC99
 ON1105  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 ON1105
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1105
 ON1105.The geoid height was determined by GEOID03.
 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;SPC IA N     - 1,209,255.968 1,702,787.267   MT  1.00001771   +1 41 44.0
 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     -   0.99994829  x   0.99993285  =   0.99988114
 ON1105!SPC IA N     -   0.99994829  x   1.00001771  =   0.99996600
 ON1105!UTM  15      -   0.99994829  x   0.99992370  =   0.99987199
 ON1105
 ON1105:                Primary Azimuth Mark                     Grid Az
 ON1105:SPC WI S     -  RISING SUN ST JAMES CATH CH              029 27 38.8
 ON1105:SPC IA N     -  RISING SUN ST JAMES CATH CH              027 04 45.6
 ON1105:UTM  15      -  RISING SUN ST JAMES CATH CH              027 24 01.0
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1105.See file dsdata.txt to determine how the superseded data were derived.
 ON1105
 ON1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ6221702383(NAD 83)
 ON1105_MARKER: DS = TRIANGULATION STATION DISK
 ON1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 QM0044 ***********************************************************************
 QM0044  DESIGNATION -  BOND
 QM0044  PID         -  QM0044
 QM0044  STATE/COUNTY-  WI/OCONTO
 QM0044  USGS QUAD   -  MOUNTAIN (1973)
 QM0044
 QM0044                         *CURRENT SURVEY CONTROL
 QM0044  ___________________________________________________________________
 QM0044* NAD 83(1991)-  45 10 27.91455(N)    088 28 04.67948(W)     ADJUSTED  
 QM0044* NAVD 88     -       287.118  (meters)     941.99   (feet)  ADJUSTED  
 QM0044  ___________________________________________________________________
 QM0044  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 QM0044  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 QM0044  DYNAMIC HT  -         287.088 (meters)     941.89  (feet)  COMP
 QM0044  MODELED GRAV-     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
 QM0044.and adjusted by the National Geodetic Survey in June 1991..
 QM0044
 QM0044.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0044
 QM0044.The geoid height was determined by GEOID03.
 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;                    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     -   0.99996058  x   0.99995423  =   0.99991481
 QM0044!UTM  16      -   0.99996058  x   0.99976359  =   0.99972418
 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|---------------------------------------------------------------------|
 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  NGVD 29 (??/??/92)  287.120  (m)          941.99   (f) ADJ UNCH    1 2
 QM0044
 QM0044.Superseded values are not recommended for survey control.
 QM0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0044.See file dsdata.txt to determine how the superseded data were derived.
 QM0044
 QM0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8465303375(NAD 83)
 QM0044_MARKER: DS = TRIANGULATION STATION DISK
 QM0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0044
 QM0044  HISTORY     - Date     Condition        Report By
 QM0044  HISTORY     - 1921     MONUMENTED       CGS
 QM0044  HISTORY     - 1922     GOOD             NGS
 QM0044  HISTORY     - 1934     GOOD             NGS
 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 NATIONAL 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 NATIONAL 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 = OCTOBER  7, 2006
 AC9076 ***********************************************************************
 AC9076  DESIGNATION -  BONE LAKE W
 AC9076  PID         -  AC9076
 AC9076  STATE/COUNTY-  WI/POLK
 AC9076  USGS QUAD   -  LUCK (1983)
 AC9076
 AC9076                         *CURRENT SURVEY CONTROL
 AC9076  ___________________________________________________________________
 AC9076* NAD 83(1997)-  45 34 58.33800(N)    092 23 03.16657(W)     ADJUSTED  
 AC9076* NAVD 88     -       378.0    (meters)    1240.     (feet)  GPS OBS   
 AC9076  ___________________________________________________________________
 AC9076  X           -    -186,028.404 (meters)                     COMP
 AC9076  Y           -  -4,467,927.092 (meters)                     COMP
 AC9076  Z           -   4,533,170.356 (meters)                     COMP
 AC9076  LAPLACE CORR-         -11.66  (seconds)                    DEFLEC99
 AC9076  ELLIP HEIGHT-         350.21  (meters)          (09/30/02) GPS OBS
 AC9076  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 AC9076
 AC9076  HORZ ORDER  -  FIRST
 AC9076  ELLP ORDER  -  SECOND    CLASS I
 AC9076
 AC9076.The horizontal coordinates were established by GPS observations
 AC9076.and adjusted by the National Geodetic Survey in September 2002..
 AC9076
 AC9076.The orthometric height was determined by GPS observations and a
 AC9076.high-resolution geoid model.
 AC9076
 AC9076.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9076
 AC9076.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9076
 AC9076.The ellipsoidal height was determined by GPS observations
 AC9076.and is referenced to NAD 83.
 AC9076
 AC9076.The geoid height was determined by GEOID03.
 AC9076
 AC9076;                    North         East     Units Scale Factor Converg.
 AC9076;SPC WI C     -   197,147.590   413,951.697   MT  1.00001684   -1 40 56.1
 AC9076;SPC WI C     -   646,808.38  1,358,106.53   sFT  1.00001684   -1 40 56.1
 AC9076;UTM  15      - 5,047,887.762   548,038.829   MT  0.99962837   +0 26 23.4
 AC9076
 AC9076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9076!SPC WI C     -   0.99994510  x   1.00001684  =   0.99996194
 AC9076!UTM  15      -   0.99994510  x   0.99962837  =   0.99957349
 AC9076
 AC9076                          SUPERSEDED SURVEY CONTROL
 AC9076
 AC9076  NAD 83(1991)-  45 34 58.33761(N)    092 23 03.16482(W) AD(       ) 1
 AC9076  ELLIP H (06/10/97)  350.23   (m)                       GP(       ) 2 1
 AC9076
 AC9076.Superseded values are not recommended for survey control.
 AC9076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9076.See file dsdata.txt to determine how the superseded data were derived.
 AC9076
 AC9076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4803947888(NAD 83)
 AC9076_MARKER: DD = SURVEY DISK
 AC9076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9076_STAMPING: BONE LAKE W. 413
 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 - November 02, 2005
 AC9076
 AC9076  HISTORY     - Date     Condition        Report By
 AC9076  HISTORY     - 1995     MONUMENTED       WI-095
 AC9076  HISTORY     - 20051102 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0051 ***********************************************************************
 QM0051  DESIGNATION -  BONITA
 QM0051  PID         -  QM0051
 QM0051  STATE/COUNTY-  WI/OCONTO
 QM0051  USGS QUAD   -  BREED (1973)
 QM0051
 QM0051                         *CURRENT SURVEY CONTROL
 QM0051  ___________________________________________________________________
 QM0051* NAD 83(1991)-  45 07 07.49068(N)    088 27 34.93886(W)     ADJUSTED  
 QM0051* NAVD 88     -       266.816  (meters)     875.38   (feet)  ADJUSTED  
 QM0051  ___________________________________________________________________
 QM0051  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 QM0051  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 QM0051  DYNAMIC HT  -         266.789 (meters)     875.29  (feet)  COMP
 QM0051  MODELED GRAV-     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
 QM0051.and adjusted by the National Geodetic Survey in June 1991..
 QM0051
 QM0051.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0051
 QM0051.The geoid height was determined by GEOID03.
 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;                    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     -   0.99996378  x   0.99994965  =   0.99991343
 QM0051!UTM  16      -   0.99996378  x   0.99976207  =   0.99972586
 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|---------------------------------------------------------------------|
 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  NGVD 29 (??/??/92)  266.819  (m)          875.39   (f) ADJ UNCH    1 2
 QM0051
 QM0051.Superseded values are not recommended for survey control.
 QM0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0051.See file dsdata.txt to determine how the superseded data were derived.
 QM0051
 QM0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8519197178(NAD 83)
 QM0051_MARKER: DS = TRIANGULATION STATION DISK
 QM0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0051
 QM0051  HISTORY     - Date     Condition        Report By
 QM0051  HISTORY     - 1921     MONUMENTED       CGS
 QM0051  HISTORY     - 1922     GOOD             NGS
 QM0051  HISTORY     - 1928     GOOD             CGS
 QM0051  HISTORY     - 1934     POOR             NGS
 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 NATIONAL 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 NATIONAL 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 = OCTOBER  7, 2006
 OM1037 ***********************************************************************
 OM1037  DESIGNATION -  BONNET
 OM1037  PID         -  OM1037
 OM1037  STATE/COUNTY-  WI/COLUMBIA
 OM1037  USGS QUAD   -  RIO (1980)
 OM1037
 OM1037                         *CURRENT SURVEY CONTROL
 OM1037  ___________________________________________________________________
 OM1037* NAD 83(1991)-  43 24 46.06526(N)    089 14 02.81895(W)     ADJUSTED  
 OM1037* NAVD 88     -       326.     (meters)    1070.     (feet)  SCALED    
 OM1037  ___________________________________________________________________
 OM1037  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 OM1037  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 OM1037
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1037
 OM1037.The geoid height was determined by GEOID03.
 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     -   0.99995439  x   0.99993257  =   0.99988697
 OM1037!UTM  16      -   0.99995439  x   1.00000246  =   0.99995685
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1037.See file dsdata.txt to determine how the superseded data were derived.
 OM1037
 OM1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP1912209081(NAD 83)
 OM1037_MARKER: DS = TRIANGULATION STATION DISK
 OM1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 QM0038 ***********************************************************************
 QM0038  DESIGNATION -  BOONE
 QM0038  PID         -  QM0038
 QM0038  STATE/COUNTY-  WI/OCONTO
 QM0038  USGS QUAD   -  MOUNTAIN (1973)
 QM0038
 QM0038                         *CURRENT SURVEY CONTROL
 QM0038  ___________________________________________________________________
 QM0038* NAD 83(1991)-  45 12 36.41737(N)    088 29 42.58184(W)     ADJUSTED  
 QM0038* NAVD 88     -       336.277  (meters)    1103.27   (feet)  ADJUSTED  
 QM0038  ___________________________________________________________________
 QM0038  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 QM0038  GEOID HEIGHT-         -35.58  (meters)                     GEOID03
 QM0038  DYNAMIC HT  -         336.240 (meters)    1103.15  (feet)  COMP
 QM0038  MODELED GRAV-     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
 QM0038.and adjusted by the National Geodetic Survey in June 1991..
 QM0038
 QM0038.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0038
 QM0038.The geoid height was determined by GEOID03.
 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;                    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  =   0.99991053
 QM0038!UTM  16      -   0.99995286  x   0.99976950  =   0.99972237
 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|---------------------------------------------------------------------|
 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  NGVD 29 (??/??/92)  336.275  (m)         1103.26   (f) ADJ UNCH    1 2
 QM0038
 QM0038.Superseded values are not recommended for survey control.
 QM0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0038.See file dsdata.txt to determine how the superseded data were derived.
 QM0038
 QM0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8259007379(NAD 83)
 QM0038_MARKER: DS = TRIANGULATION STATION DISK
 QM0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0038
 QM0038  HISTORY     - Date     Condition        Report By
 QM0038  HISTORY     - 1921     MONUMENTED       CGS
 QM0038  HISTORY     - 1922     GOOD             NGS
 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 NATIONAL 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 = OCTOBER  7, 2006
 AB8457 ***********************************************************************
 AB8457  DESIGNATION -  BORG
 AB8457  PID         -  AB8457
 AB8457  STATE/COUNTY-  WI/BURNETT
 AB8457  USGS QUAD   -  GRANTSBURG (1982)
 AB8457
 AB8457                         *CURRENT SURVEY CONTROL
 AB8457  ___________________________________________________________________
 AB8457* NAD 83(1997)-  45 47 27.77443(N)    092 41 32.33220(W)     ADJUSTED  
 AB8457* NAVD 88     -       280.1    (meters)     919.     (feet)  GPS OBS   
 AB8457  ___________________________________________________________________
 AB8457  X           -    -209,270.479 (meters)                     COMP
 AB8457  Y           -  -4,450,256.045 (meters)                     COMP
 AB8457  Z           -   4,549,265.296 (meters)                     COMP
 AB8457  LAPLACE CORR-           4.75  (seconds)                    DEFLEC99
 AB8457  ELLIP HEIGHT-         253.20  (meters)          (01/30/03) GPS OBS
 AB8457  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AB8457
 AB8457  HORZ ORDER  -  FIRST
 AB8457  ELLP ORDER  -  FOURTH    CLASS I
 AB8457
 AB8457.The horizontal coordinates were established by GPS observations
 AB8457.and adjusted by the National Geodetic Survey in January 2003..
 AB8457
 AB8457.The orthometric height was determined by GPS observations and a
 AB8457.high-resolution geoid model.
 AB8457
 AB8457.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8457
 AB8457.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8457
 AB8457.The ellipsoidal height was determined by GPS observations
 AB8457.and is referenced to NAD 83.
 AB8457
 AB8457.The geoid height was determined by GEOID03.
 AB8457
 AB8457;                    North         East     Units Scale Factor Converg.
 AB8457;SPC WI N     -    72,943.557   390,707.811   MT  0.99996684   -1 56 31.8
 AB8457;SPC WI N     -   239,315.65  1,281,847.21   sFT  0.99996684   -1 56 31.8
 AB8457;UTM  15      - 5,070,877.995   523,914.319   MT  0.99960703   +0 13 14.0
 AB8457
 AB8457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8457!SPC WI N     -   0.99996031  x   0.99996684  =   0.99992715
 AB8457!UTM  15      -   0.99996031  x   0.99960703  =   0.99956735
 AB8457
 AB8457                          SUPERSEDED SURVEY CONTROL
 AB8457
 AB8457  NAD 83(1991)-  45 47 27.77423(N)    092 41 32.33003(W) AD(       ) 1
 AB8457  ELLIP H (12/09/96)  253.24   (m)                       GP(       ) 4 1
 AB8457
 AB8457.Superseded values are not recommended for survey control.
 AB8457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8457.See file dsdata.txt to determine how the superseded data were derived.
 AB8457
 AB8457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2391470878(NAD 83)
 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 = OCTOBER  7, 2006
 NH1241 ***********************************************************************
 NH1241  DESIGNATION -  BORG FARMS TK 2 MI E DELAVAN
 NH1241  PID         -  NH1241
 NH1241  STATE/COUNTY-  WI/WALWORTH
 NH1241  USGS QUAD   -  WALWORTH (1994)
 NH1241
 NH1241                         *CURRENT SURVEY CONTROL
 NH1241  ___________________________________________________________________
 NH1241* NAD 83(1991)-  42 37 12.29849(N)    088 37 27.14839(W)     ADJUSTED  
 NH1241* NAVD 88     -                                                        
 NH1241  ___________________________________________________________________
 NH1241  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 NH1241  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 NH1241
 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
 NH1241.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1241
 NH1241.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 NH1241
 NH1241  NAD 83(1986)-  42 37 12.29513(N)    088 37 27.15404(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1241.See file dsdata.txt to determine how the superseded data were derived.
 NH1241
 NH1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6679919906(NAD 83)
 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 = OCTOBER  7, 2006
 ON1084 ***********************************************************************
 ON1084  DESIGNATION -  BOSCOBEL
 ON1084  PID         -  ON1084
 ON1084  STATE/COUNTY-  WI/GRANT
 ON1084  USGS QUAD   -  BOSCOBEL (1983)
 ON1084
 ON1084                         *CURRENT SURVEY CONTROL
 ON1084  ___________________________________________________________________
 ON1084* NAD 83(1991)-  43 07 41.71779(N)    090 42 38.57130(W)     ADJUSTED  
 ON1084* NAVD 88     -       208.45   (+/-2cm)     683.9    (feet)  VERTCON   
 ON1084  ___________________________________________________________________
 ON1084  LAPLACE CORR-          -5.83  (seconds)                    DEFLEC99
 ON1084  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 ON1084
 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.The vertical order pertains to the NGVD 29 superseded value.
 ON1084
 ON1084.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1084
 ON1084.The geoid height was determined by GEOID03.
 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     -   0.99997246  x   0.99994384  =   0.99991631
 ON1084!UTM  15      -   0.99997246  x   1.00002657  =   0.99999903
 ON1084
 ON1084:                Primary Azimuth Mark                     Grid Az
 ON1084:SPC WI S     -  BOSCOBEL ST JOHNS EV LUTH CH             020 30 50.3
 ON1084:UTM  15      -  BOSCOBEL ST JOHNS EV LUTH CH             018 27 36.6
 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 (07/19/86)  208.52   (m)          684.1    (f) LEVELING    3  
 ON1084
 ON1084.Superseded values are not recommended for survey control.
 ON1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1084.See file dsdata.txt to determine how the superseded data were derived.
 ON1084
 ON1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8621177601(NAD 83)
 ON1084_MARKER: DS = TRIANGULATION STATION DISK
 ON1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 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  USGS QUAD   -  BOSCOBEL (1983)
 ON1308
 ON1308                         *CURRENT SURVEY CONTROL
 ON1308  ___________________________________________________________________
 ON1308* NAD 83(1997)-  43 09 19.04182(N)    090 40 49.53611(W)     ADJUSTED  
 ON1308* NAVD 88     -       203.50   (meters)     667.6    (feet)  GPS OBS   
 ON1308  ___________________________________________________________________
 ON1308  X           -     -55,342.899 (meters)                     COMP
 ON1308  Y           -  -4,659,966.299 (meters)                     COMP
 ON1308  Z           -   4,340,219.541 (meters)                     COMP
 ON1308  LAPLACE CORR-          -5.82  (seconds)                    DEFLEC99
 ON1308  ELLIP HEIGHT-         170.48  (meters)          (04/28/99) GPS OBS
 ON1308  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 ON1308
 ON1308  HORZ ORDER  -  A
 ON1308  ELLP ORDER  -  THIRD     CLASS I
 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 April 1999..
 ON1308
 ON1308.The orthometric height was determined by GPS observations and a
 ON1308.high-resolution geoid model.
 ON1308
 ON1308.GPS derived orthometric heights for airport stations designated as
 ON1308.PACS or SACS are published to 2 decimal places.  This maintains
 ON1308.centimeter relative accuracy between the PACS and SACS.  It does
 ON1308.not indicate centimeter accuracy relative to other marks which are
 ON1308.part of the NAVD 88 network.
 ON1308
 ON1308.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ON1308
 ON1308.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1308
 ON1308.The ellipsoidal height was determined by GPS observations
 ON1308.and is referenced to NAD 83.
 ON1308
 ON1308.The geoid height was determined by GEOID03.
 ON1308
 ON1308;                    North         East     Units Scale Factor Converg.
 ON1308;SPC WI S     -   128,567.175   544,661.117   MT  0.99994171   -0 28 03.1
 ON1308;SPC WI S     -   421,807.47  1,786,942.35   sFT  0.99994171   -0 28 03.1
 ON1308;UTM  15      - 4,780,671.468   688,591.172   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  =   0.99991498
 ON1308!UTM  15      -   0.99997327  x   1.00003754  =   1.00001080
 ON1308
 ON1308:                Primary Azimuth Mark                     Grid Az
 ON1308:SPC WI S     -  BOSCOBEL GPS AZ MK                       024 12 04.6
 ON1308:UTM  15      -  BOSCOBEL GPS AZ MK                       022 08 48.3
 ON1308
 ON1308|---------------------------------------------------------------------|
 ON1308| PID    Reference Object                     Distance      Geod. Az  |
 ON1308|                                                           dddmmss.s |
 ON1308| ON1312 BOSCOBEL GPS AZ MK                  APPROX. 0.7 KM 0234401.5 |
 ON1308|---------------------------------------------------------------------|
 ON1308
 ON1308                          SUPERSEDED SURVEY CONTROL
 ON1308
 ON1308  NAD 83(1991)-  43 09 19.04048(N)    090 40 49.53474(W) AD(       ) B
 ON1308  ELLIP H (06/11/91)  170.58   (m)                       GP(       ) 4 1
 ON1308  NGVD 29 (06/11/91)  203.6    (m)          668.     (f) GPS OBS        
 ON1308
 ON1308.Superseded values are not recommended for survey control.
 ON1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1308.See file dsdata.txt to determine how the superseded data were derived.
 ON1308
 ON1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8859180671(NAD 83)
 ON1308_MARKER: DH = HORIZONTAL CONTROL DISK
 ON1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1308_SP_SET: CONCRETE POST
 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 - August 16, 2004
 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     - 20040816 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 (2004)
 ON1308
 ON1308'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 ON1308'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON1312 ***********************************************************************
 ON1312  DESIGNATION -  BOSCOBEL GPS AZ MK
 ON1312  PID         -  ON1312
 ON1312  STATE/COUNTY-  WI/GRANT
 ON1312  USGS QUAD   -  BOSCOBEL (1983)
 ON1312
 ON1312                         *CURRENT SURVEY CONTROL
 ON1312  ___________________________________________________________________
 ON1312* NAD 83(1997)-  43 09 39.20932(N)    090 40 37.42335(W)     ADJUSTED  
 ON1312* NAVD 88     -       203.2    (meters)     667.     (feet)  VERTCON   
 ON1312  ___________________________________________________________________
 ON1312  X           -     -55,064.213 (meters)                     COMP
 ON1312  Y           -  -4,659,543.662 (meters)                     COMP
 ON1312  Z           -   4,340,673.374 (meters)                     COMP
 ON1312  LAPLACE CORR-          -6.06  (seconds)                    DEFLEC99
 ON1312  ELLIP HEIGHT-         170.22  (meters)          (09/30/02) GPS OBS
 ON1312  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 ON1312
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ON1312
 ON1312.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1312
 ON1312.The ellipsoidal height was determined by GPS observations
 ON1312.and is referenced to NAD 83.
 ON1312
 ON1312.The geoid height was determined by GEOID03.
 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 12 04.6
 ON1312:UTM  15      -  BOSCOBEL GPS                             202 08 47.7
 ON1312
 ON1312|---------------------------------------------------------------------|
 ON1312| PID    Reference Object                     Distance      Geod. Az  |
 ON1312|                                                           dddmmss.s |
 ON1312| ON1308 BOSCOBEL GPS                        APPROX. 0.7 KM 2034409.8 |
 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)  170.34   (m)                       GP(       ) 4 1
 ON1312  NGVD 29 (08/19/91)  203.3    (m)          667.     (f) GPS OBS        
 ON1312
 ON1312.Superseded values are not recommended for survey control.
 ON1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1312.See file dsdata.txt to determine how the superseded data were derived.
 ON1312
 ON1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8884781301(NAD 83)
 ON1312_MARKER: DZ = AZIMUTH MARK DISK
 ON1312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1312_SP_SET: CONCRETE POST
 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       WIDT
 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 DEPT OF TRANSP 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 = OCTOBER  7, 2006
 ON1090 ***********************************************************************
 ON1090  DESIGNATION -  BOSCOBEL IMM CONC CH SPIRE
 ON1090  PID         -  ON1090
 ON1090  STATE/COUNTY-  WI/GRANT
 ON1090  USGS QUAD   -  BOSCOBEL (1983)
 ON1090
 ON1090                         *CURRENT SURVEY CONTROL
 ON1090  ___________________________________________________________________
 ON1090* NAD 83(1991)-  43 08 15.23439(N)    090 42 01.95459(W)     ADJUSTED  
 ON1090* NAVD 88     -                                                        
 ON1090  ___________________________________________________________________
 ON1090  LAPLACE CORR-          -5.84  (seconds)                    DEFLEC99
 ON1090  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 ON1090
 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
 ON1090.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1090
 ON1090.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ON1090
 ON1090  NAD 83(1991)-  43 08 15.23247(N)    090 42 01.95459(W) AD(       ) 4
 ON1090  NAD 83(1986)-  43 08 15.22756(N)    090 42 01.95547(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1090.See file dsdata.txt to determine how the superseded data were derived.
 ON1090
 ON1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8701078658(NAD 83)
 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 = OCTOBER  7, 2006
 ON1089 ***********************************************************************
 ON1089  DESIGNATION -  BOSCOBEL ST JOHNS EV LUTH CH
 ON1089  PID         -  ON1089
 ON1089  STATE/COUNTY-  WI/GRANT
 ON1089  USGS QUAD   -  BOSCOBEL (1983)
 ON1089
 ON1089                         *CURRENT SURVEY CONTROL
 ON1089  ___________________________________________________________________
 ON1089* NAD 83(1991)-  43 07 54.71621(N)    090 42 32.10266(W)     ADJUSTED  
 ON1089* NAVD 88     -                                                        
 ON1089  ___________________________________________________________________
 ON1089  LAPLACE CORR-          -5.88  (seconds)                    DEFLEC99
 ON1089  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 ON1089
 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
 ON1089.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1089
 ON1089.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ON1089
 ON1089  NAD 83(1991)-  43 07 54.71425(N)    090 42 32.10263(W) AD(       ) 4
 ON1089  NAD 83(1986)-  43 07 54.70944(N)    090 42 32.10356(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1089.See file dsdata.txt to determine how the superseded data were derived.
 ON1089
 ON1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8634678006(NAD 83)
 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 = OCTOBER  7, 2006
 ON1087 ***********************************************************************
 ON1087  DESIGNATION -  BOSCOBEL THE BORDEN CO STACK
 ON1087  PID         -  ON1087
 ON1087  STATE/COUNTY-  WI/GRANT
 ON1087  USGS QUAD   -  BOSCOBEL (1983)
 ON1087
 ON1087                         *CURRENT SURVEY CONTROL
 ON1087  ___________________________________________________________________
 ON1087* NAD 83(1991)-  43 07 31.60299(N)    090 43 40.06724(W)     ADJUSTED  
 ON1087* NAVD 88     -                                                        
 ON1087  ___________________________________________________________________
 ON1087  LAPLACE CORR-          -6.03  (seconds)                    DEFLEC99
 ON1087  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 ON1087
 ON1087  HORZ ORDER  -  THIRD
 ON1087
 ON1087.The horizontal coordinates were established by classical geodetic methods
 ON1087.and adjusted by the National Geodetic Survey in March 1999..
 ON1087
 ON1087
 ON1087.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1087
 ON1087.The geoid height was determined by GEOID03.
 ON1087
 ON1087;                    North         East     Units Scale Factor Converg.
 ON1087;SPC WI S     -   125,284.474   540,779.708   MT  0.99994407   -0 30 00.3
 ON1087;SPC WI S     -   411,037.48  1,774,208.09   sFT  0.99994407   -0 30 00.3
 ON1087;UTM  15      - 4,777,251.458   684,829.600   MT  1.00002027   +1 33 13.4
 ON1087
 ON1087                          SUPERSEDED SURVEY CONTROL
 ON1087
 ON1087  NAD 83(1991)-  43 07 31.60096(N)    090 43 40.06719(W) AD(       ) 4
 ON1087  NAD 83(1986)-  43 07 31.59614(N)    090 43 40.06801(W) AD(       ) 4
 ON1087  NAD 27      -  43 07 31.64700(N)    090 43 39.61300(W) AD(       ) 3
 ON1087
 ON1087.Superseded values are not recommended for survey control.
 ON1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1087.See file dsdata.txt to determine how the superseded data were derived.
 ON1087
 ON1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8483077251(NAD 83)
 ON1087_MARKER: 63 = STACK
 ON1087
 ON1087  HISTORY     - Date     Condition        Report By
 ON1087  HISTORY     - 1958     FIRST OBSERVED   CGS
 ON1087  HISTORY     - 19980923 MARK NOT FOUND   USPSQD
 ON1087
 ON1087                          STATION DESCRIPTION
 ON1087
 ON1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 ON1087'THE STATION IS THE CENTER OF THE TOP OF THE STACK, LOCATED
 ON1087'ABOUT 1 MILE SOUTHWEST OF BOSCOBEL, 0.15 MILE NORTHWEST OF
 ON1087'STATE HIGHWAY 132.  IT IS A RED BRICK STACK WITH THE NAME
 ON1087'BORDENS IN WHITE LETTERS ON THE EAST SIDE.  IT IS ATTACHED TO
 ON1087'THE NORTHWEST SIDE OF THE BOILER ROOM BUILDING.  THE OVERALL
 ON1087'HEIGHT IS 125 FEET.
 ON1087
 ON1087                          STATION RECOVERY (1998)
 ON1087
 ON1087'RECOVERY NOTE BY US POWER SQUADRON 1998
 ON1087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON1071 ***********************************************************************
 ON1071  DESIGNATION -  BOSSTOWN
 ON1071  PID         -  ON1071
 ON1071  STATE/COUNTY-  WI/RICHLAND
 ON1071  USGS QUAD   -  SABIN (1983)
 ON1071
 ON1071                         *CURRENT SURVEY CONTROL
 ON1071  ___________________________________________________________________
 ON1071* NAD 83(1991)-  43 22 35.00983(N)    090 37 17.21125(W)     ADJUSTED  
 ON1071* NAVD 88     -       362.     (meters)    1188.     (feet)  SCALED    
 ON1071  ___________________________________________________________________
 ON1071  LAPLACE CORR-          -5.85  (seconds)                    DEFLEC99
 ON1071  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 ON1071
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1071
 ON1071.The geoid height was determined by GEOID03.
 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     -   0.99994848  x   0.99993264  =   0.99988112
 ON1071!UTM  15      -   0.99994848  x   1.00005674  =   1.00000522
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1071.See file dsdata.txt to determine how the superseded data were derived.
 ON1071
 ON1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9268805362(NAD 83)
 ON1071_MARKER: DS = TRIANGULATION STATION DISK
 ON1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 RL1628 ***********************************************************************
 RL1628  DESIGNATION -  BOULDER
 RL1628  PID         -  RL1628
 RL1628  STATE/COUNTY-  WI/VILAS
 RL1628  USGS QUAD   -  BOULDER JUNCTION (1981)
 RL1628
 RL1628                         *CURRENT SURVEY CONTROL
 RL1628  ___________________________________________________________________
 RL1628* NAD 83(1991)-  46 06 23.52688(N)    089 42 52.12751(W)     ADJUSTED  
 RL1628* NAVD 88     -       528.     (meters)    1732.     (feet)  SCALED    
 RL1628  ___________________________________________________________________
 RL1628  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 RL1628  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 RL1628
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1628
 RL1628.The geoid height was determined by GEOID03.
 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;SPC MI N     -   150,658.510 7,790,191.743   MT  0.99990768   -1 57 43.2
 RL1628;SPC MI N     -   494,286.45 25,558,371.86   iFT  0.99990768   -1 57 43.2
 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!SPC MI N     -   0.99992209  x   0.99990768  =   0.99982977
 RL1628!UTM  16      -   0.99992209  x   1.00014103  =   1.00006311
 RL1628
 RL1628|---------------------------------------------------------------------|
 RL1628| PID    Reference Object                     Distance      Geod. Az  |
 RL1628|                                                           dddmmss.s |
 RL1628| RL1627 BOULDER LOT USGS 1952                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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1628.See file dsdata.txt to determine how the superseded data were derived.
 RL1628
 RL1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS9021809467(NAD 83)
 RL1628_MARKER: DS = TRIANGULATION STATION DISK
 RL1628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 QM0637 ***********************************************************************
 QM0637  DESIGNATION -  BOULDER
 QM0637  PID         -  QM0637
 QM0637  STATE/COUNTY-  WI/OCONTO
 QM0637  USGS QUAD   -  LANGLADE (1973)
 QM0637
 QM0637                         *CURRENT SURVEY CONTROL
 QM0637  ___________________________________________________________________
 QM0637* NAD 83(1991)-  45 07 47.23557(N)    088 38 02.96544(W)     ADJUSTED  
 QM0637* NAVD 88     -       381.     (meters)    1250.     (feet)  SCALED    
 QM0637  ___________________________________________________________________
 QM0637  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 QM0637  GEOID HEIGHT-         -35.57  (meters)                     GEOID03
 QM0637
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0637
 QM0637.The geoid height was determined by GEOID03.
 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     -   0.99994584  x   0.99995048  =   0.99989633
 QM0637!UTM  16      -   0.99994584  x   0.99980305  =   0.99974891
 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|---------------------------------------------------------------------|
 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 1934             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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0637.See file dsdata.txt to determine how the superseded data were derived.
 QM0637
 QM0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ7149598667(NAD 83)
 QM0637_MARKER: DS = TRIANGULATION STATION DISK
 QM0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0637_SP_SET: CONCRETE POST
 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 = OCTOBER  7, 2006
 QM0111 ***********************************************************************
 QM0111  DESIGNATION -  BOULDER AZ MK
 QM0111  PID         -  QM0111
 QM0111  STATE/COUNTY-  WI/OCONTO
 QM0111  USGS QUAD   -  SHADOW LAKE (1973)
 QM0111
 QM0111                         *CURRENT SURVEY CONTROL
 QM0111  ___________________________________________________________________
 QM0111* NAD 83(1986)-  45 07 42.     (N)    088 37 13.     (W)     SCALED    
 QM0111* NAVD 88     -       346.920  (meters)    1138.19   (feet)  ADJUSTED  
 QM0111  ___________________________________________________________________
 QM0111  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 QM0111  DYNAMIC HT  -         346.877 (meters)    1138.05  (feet)  COMP
 QM0111  MODELED GRAV-     980,485.1   (mgal)                       NAVD 88
 QM0111
 QM0111  VERT ORDER  -  SECOND    CLASS 0
 QM0111
 QM0111.The horizontal coordinates were scaled from a topographic map and have
 QM0111.an estimated accuracy of +/- 6 seconds.
 QM0111
 QM0111.The orthometric height was determined by differential leveling
 QM0111.and adjusted by the National Geodetic Survey in June 1991..
 QM0111
 QM0111.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0111.See file dsdata.txt to determine how the superseded data were derived.
 QM0111
 QM0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ725984(NAD 83)
 QM0111_MARKER: DR = REFERENCE MARK DISK
 QM0111_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QM0111_SP_SET: IN CONCRETE
 QM0111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0111
 QM0111  HISTORY     - Date     Condition        Report By
 QM0111  HISTORY     - 1934     MONUMENTED       CGS
 QM0111  HISTORY     - 1934     GOOD             NGS
 QM0111  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 QM0111  HISTORY     - 20031004 MARK NOT FOUND   USPSQD
 QM0111
 QM0111                          STATION DESCRIPTION
 QM0111
 QM0111'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 RL1627 ***********************************************************************
 RL1627  DESIGNATION -  BOULDER LOT USGS 1952
 RL1627  PID         -  RL1627
 RL1627  STATE/COUNTY-  WI/VILAS
 RL1627  USGS QUAD   -  BOULDER JUNCTION (1981)
 RL1627
 RL1627                         *CURRENT SURVEY CONTROL
 RL1627  ___________________________________________________________________
 RL1627* NAD 83(1991)-  46 06 23.72753(N)    089 42 51.63564(W)     ADJUSTED  
 RL1627* NAVD 88     -       528.     (meters)    1732.     (feet)  SCALED    
 RL1627  ___________________________________________________________________
 RL1627  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 RL1627  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 RL1627
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1627
 RL1627.The geoid height was determined by GEOID03.
 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;SPC MI N     -   150,664.340 7,790,202.511   MT  0.99990768   -1 57 42.8
 RL1627;SPC MI N     -   494,305.58 25,558,407.19   iFT  0.99990768   -1 57 42.8
 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!SPC MI N     -   0.99992209  x   0.99990768  =   0.99982977
 RL1627!UTM  16      -   0.99992209  x   1.00014097  =   1.00006305
 RL1627
 RL1627                          SUPERSEDED SURVEY CONTROL
 RL1627
 RL1627  NAD 83(1986)-  46 06 23.72326(N)    089 42 51.63132(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1627.See file dsdata.txt to determine how the superseded data were derived.
 RL1627
 RL1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS9022909473(NAD 83)
 RL1627_MARKER: DB = BENCH MARK DISK
 RL1627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1627_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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     - 1952     MONUMENTED       USGS
 RL1627  HISTORY     - 20050920 GOOD             WIDT
 RL1627
 RL1627                          STATION DESCRIPTION
 RL1627
 RL1627'DESCRIBED BY US GEOLOGICAL 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 = OCTOBER  7, 2006
 DE7427 ***********************************************************************
 DE7427  DESIGNATION -  BOVINA E GPS
 DE7427  PID         -  DE7427
 DE7427  STATE/COUNTY-  WI/OUTAGAMIE
 DE7427  USGS QUAD   -  SHIOCTON (1992)
 DE7427
 DE7427                         *CURRENT SURVEY CONTROL
 DE7427  ___________________________________________________________________
 DE7427* NAD 83(1997)-  44 28 33.31467(N)    088 30 03.38455(W)     ADJUSTED  
 DE7427* NAVD 88     -       233.621  (meters)     766.47   (feet)  ADJUSTED  
 DE7427  ___________________________________________________________________
 DE7427  X           -     119,258.708 (meters)                     COMP
 DE7427  Y           -  -4,557,163.899 (meters)                     COMP
 DE7427  Z           -   4,446,117.595 (meters)                     COMP
 DE7427  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 DE7427  ELLIP HEIGHT-         197.35  (meters)          (06/11/03) GPS OBS
 DE7427  GEOID HEIGHT-         -36.26  (meters)                     GEOID03
 DE7427  DYNAMIC HT  -         233.587 (meters)     766.36  (feet)  COMP
 DE7427  MODELED GRAV-     980,466.7   (mgal)                       NAVD 88
 DE7427
 DE7427  HORZ ORDER  -  FIRST
 DE7427  VERT ORDER  -  SECOND    CLASS I
 DE7427  ELLP ORDER  -  THIRD     CLASS I
 DE7427
 DE7427.The horizontal coordinates were established by GPS observations
 DE7427.and adjusted by the National Geodetic Survey in June 2003..
 DE7427
 DE7427.The orthometric height was determined by differential leveling
 DE7427.and adjusted by the National Geodetic Survey in May 2003..
 DE7427
 DE7427.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7427
 DE7427.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7427
 DE7427.The ellipsoidal height was determined by GPS observations
 DE7427.and is referenced to NAD 83.
 DE7427
 DE7427.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE7427;SPC WI C     -    72,503.823   719,257.678   MT  0.99996496   +1 03 27.7
 DE7427;SPC WI C     -   237,872.96  2,359,764.57   sFT  0.99996496   +1 03 27.7
 DE7427;UTM  16      - 4,925,830.077   380,629.263   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  =   0.99974430
 DE7427
 DE7427                          SUPERSEDED SURVEY CONTROL
 DE7427
 DE7427  NAVD 88 (06/11/03)  233.62   (m)          766.5    (f) LEVELING    3  
 DE7427
 DE7427.Superseded values are not recommended for survey control.
 DE7427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7427.See file dsdata.txt to determine how the superseded data were derived.
 DE7427
 DE7427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8062925830(NAD 83)
 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 - January 20, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7426 ***********************************************************************
 DE7426  DESIGNATION -  BOVINA E GPS AZ MK
 DE7426  PID         -  DE7426
 DE7426  STATE/COUNTY-  WI/OUTAGAMIE
 DE7426  USGS QUAD   -  SHIOCTON (1992)
 DE7426
 DE7426                         *CURRENT SURVEY CONTROL
 DE7426  ___________________________________________________________________
 DE7426* NAD 83(1986)-  44 28 29.     (N)    088 30 19.     (W)     SCALED    
 DE7426* NAVD 88     -       233.844  (meters)     767.20   (feet)  ADJUSTED  
 DE7426  ___________________________________________________________________
 DE7426  GEOID HEIGHT-         -36.27  (meters)                     GEOID03
 DE7426  DYNAMIC HT  -         233.810 (meters)     767.09  (feet)  COMP
 DE7426  MODELED GRAV-     980,466.6   (mgal)                       NAVD 88
 DE7426
 DE7426  VERT ORDER  -  SECOND    CLASS I
 DE7426
 DE7426.The horizontal coordinates were scaled from a topographic map and have
 DE7426.an estimated accuracy of +/- 6 seconds.
 DE7426
 DE7426.The orthometric height was determined by differential leveling
 DE7426.and adjusted by the National Geodetic Survey in May 2003..
 DE7426
 DE7426.The geoid height was determined by GEOID03.
 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     -    72,360.      718,920.      MT  (+/- 180 meters Scaled)
 DE7426
 DE7426                          SUPERSEDED SURVEY CONTROL
 DE7426
 DE7426.No superseded survey control is available for this station.
 DE7426
 DE7426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ802257(NAD 83)
 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 - July 18, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 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  USGS QUAD   -  SHIOCTON (1992)
 DF6076
 DF6076                         *CURRENT SURVEY CONTROL
 DF6076  ___________________________________________________________________
 DF6076* NAD 83(1997)-  44 27 26.07552(N)    088 35 10.00592(W)     ADJUSTED  
 DF6076* NAVD 88     -       234.37   (meters)     768.9    (feet)  GPS OBS   
 DF6076  ___________________________________________________________________
 DF6076  X           -     112,520.048 (meters)                     COMP
 DF6076  Y           -  -4,558,790.097 (meters)                     COMP
 DF6076  Z           -   4,444,636.852 (meters)                     COMP
 DF6076  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 DF6076  ELLIP HEIGHT-         198.04  (meters)          (06/11/03) GPS OBS
 DF6076  GEOID HEIGHT-         -36.31  (meters)                     GEOID03
 DF6076
 DF6076  HORZ ORDER  -  FIRST
 DF6076  ELLP ORDER  -  THIRD     CLASS I
 DF6076
 DF6076.The horizontal coordinates were established by GPS observations
 DF6076.and adjusted by the National Geodetic Survey in June 2003..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6076
 DF6076.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6076
 DF6076.The ellipsoidal height was determined by GPS observations
 DF6076.and is referenced to NAD 83.
 DF6076
 DF6076.The geoid height was determined by GEOID03.
 DF6076
 DF6076;                    North         East     Units Scale Factor Converg.
 DF6076;SPC WI C     -    70,307.202   712,518.612   MT  0.99996728   +0 59 51.4
 DF6076;SPC WI C     -   230,666.21  2,337,654.81   sFT  0.99996728   +0 59 51.4
 DF6076;UTM  16      - 4,923,883.299   373,815.156   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  =   0.99993623
 DF6076!UTM  16      -   0.99996895  x   0.99979581  =   0.99976477
 DF6076
 DF6076                          SUPERSEDED SURVEY CONTROL
 DF6076
 DF6076.No superseded survey control is available for this station.
 DF6076
 DF6076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ7381523883(NAD 83)
 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: FLUSH
 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 - July 12, 2005
 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
 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
 DF6076'SHIOCTON.  OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO
 DF6076'REACH THE STATION
 DF6076'FROM THE JUNCTION OF STATE HIGHWAY 54 WITH STATE HIGHWAY 76 NORTH IN
 DF6076'THE VILLAGE OF
 DF6076'SHIOCTON, GO NORTH ON STATE HIGHWAY 76 FOR 1.4 KM TO KNORR ROAD AND
 DF6076'THE STATION ON THE
 DF6076'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF6076'GEODETIC
 DF6076'CONTROL MARKER DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DF6076'SET TO A DEPTH OF
 DF6076'1.8 M AND ABOUT 1.0 M BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 7.8
 DF6076'M WEST OF THE
 DF6076'CENTERLINE OF STATE HIGHWAY 76, 75 M NORTH OF THE CENTERLINE OF KNORR
 DF6076'ROAD, 30.0 M
 DF6076'NORTHWEST OF A POWER POLE --77-1737--, 32.1 M NORTH OF A TELEPHONE
 DF6076'PEDESTAL --L 502 1629--, 2
 DF6076'M EAST OF A CULTIVATED FIELD, 1.0 M EAST, 1.0 M SOUTH, AND 1.0 M NORTH
 DF6076'OF THREE 4X4 ORANGE
 DF6076'PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE
 DF6076'OBSTRUCTIONS EXTENDING
 DF6076'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF6076' 
 DF6076' 
 DF6076' 
 DF6076' 
 DF6076' 
 DF6076' 
 DF6076' 
 DF6076' 
 DF6076' 
 DF6076'
 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.  NOTE-- THE MONUMENT IS 25 CM BELOW
 DF6076'GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 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  USGS QUAD   -  BOYCEVILLE (1975)
 QO2340
 QO2340                         *CURRENT SURVEY CONTROL
 QO2340  ___________________________________________________________________
 QO2340* NAD 83(1997)-  45 02 24.73218(N)    092 01 57.28287(W)     ADJUSTED  
 QO2340* NAVD 88     -       291.35   (meters)     955.9    (feet)  GPS OBS   
 QO2340  ___________________________________________________________________
 QO2340  X           -    -160,123.218 (meters)                     COMP
 QO2340  Y           -  -4,511,774.225 (meters)                     COMP
 QO2340  Z           -   4,490,691.061 (meters)                     COMP
 QO2340  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 QO2340  ELLIP HEIGHT-         260.72  (meters)          (04/28/99) GPS OBS
 QO2340  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 QO2340
 QO2340  HORZ ORDER  -  A
 QO2340  ELLP ORDER  -  THIRD     CLASS I
 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 April 1999..
 QO2340
 QO2340.The orthometric height was determined by GPS observations and a
 QO2340.high-resolution geoid model.
 QO2340
 QO2340.GPS derived orthometric heights for airport stations designated as
 QO2340.PACS or SACS are published to 2 decimal places.  This maintains
 QO2340.centimeter relative accuracy between the PACS and SACS.  It does
 QO2340.not indicate centimeter accuracy relative to other marks which are
 QO2340.part of the NAVD 88 network.
 QO2340
 QO2340.Photographs are available 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 DEFLEC99 derived deflections.
 QO2340
 QO2340.The ellipsoidal height was determined by GPS observations
 QO2340.and is referenced to NAD 83.
 QO2340
 QO2340.The geoid height was determined by GEOID03.
 QO2340
 QO2340;                    North         East     Units Scale Factor Converg.
 QO2340;SPC WI C     -   136,110.856   439,875.290   MT  0.99994479   -1 26 02.9
 QO2340;SPC WI C     -   446,557.03  1,443,157.51   sFT  0.99994479   -1 26 02.9
 QO2340;UTM  15      - 4,987,871.695   576,194.266   MT  0.99967138   +0 41 04.5
 QO2340
 QO2340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO2340!SPC WI C     -   0.99995912  x   0.99994479  =   0.99990392
 QO2340!UTM  15      -   0.99995912  x   0.99967138  =   0.99963052
 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|---------------------------------------------------------------------|
 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(1991)-  45 02 24.73169(N)    092 01 57.28112(W) AD(       ) B
 QO2340  ELLIP H (06/11/91)  260.76   (m)                       GP(       ) 4 1
 QO2340  NGVD 29 (06/11/91)  291.3    (m)          956.     (f) GPS OBS        
 QO2340
 QO2340.Superseded values are not recommended for survey control.
 QO2340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2340.See file dsdata.txt to determine how the superseded data were derived.
 QO2340
 QO2340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK7619487872(NAD 83)
 QO2340_MARKER: DD = SURVEY DISK
 QO2340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO2340_SP_SET: CONCRETE POST
 QO2340_STAMPING: BOYCEVILLE GPS 1989
 QO2340_MARK LOGO: NGS   
 QO2340_PROJECTION: FLUSH
 QO2340_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2340+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 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  USGS QUAD   -  BOYCEVILLE (1975)
 AI3119
 AI3119                         *CURRENT SURVEY CONTROL
 AI3119  ___________________________________________________________________
 AI3119* NAD 83(1997)-  45 02 43.62477(N)    092 01 35.18553(W)     ADJUSTED  
 AI3119* NAVD 88     -       288.88   (meters)     947.8    (feet)  GPS OBS   
 AI3119  ___________________________________________________________________
 AI3119  X           -    -159,625.210 (meters)                     COMP
 AI3119  Y           -  -4,511,377.152 (meters)                     COMP
 AI3119  Z           -   4,491,101.426 (meters)                     COMP
 AI3119  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 AI3119  ELLIP HEIGHT-         258.26  (meters)          (11/17/99) GPS OBS
 AI3119  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 AI3119
 AI3119  HORZ ORDER  -  FIRST
 AI3119  ELLP ORDER  -  FOURTH    CLASS I
 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 November 1999..
 AI3119
 AI3119.The orthometric height was determined by GPS observations and a
 AI3119.high-resolution geoid model.
 AI3119
 AI3119.GPS derived orthometric heights for airport stations designated as
 AI3119.PACS or SACS are published to 2 decimal places.  This maintains
 AI3119.centimeter relative accuracy between the PACS and SACS.  It does
 AI3119.not indicate centimeter accuracy relative to other marks which are
 AI3119.part of the NAVD 88 network.
 AI3119
 AI3119.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3119
 AI3119.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3119
 AI3119.The ellipsoidal height was determined by GPS observations
 AI3119.and is referenced to NAD 83.
 AI3119
 AI3119.The geoid height was determined by GEOID03.
 AI3119
 AI3119;                    North         East     Units Scale Factor Converg.
 AI3119;SPC WI C     -   136,681.774   440,373.299   MT  0.99994506   -1 25 47.3
 AI3119;SPC WI C     -   448,430.12  1,444,791.40   sFT  0.99994506   -1 25 47.3
 AI3119;UTM  15      - 4,988,460.474   576,670.698   MT  0.99967228   +0 41 20.4
 AI3119
 AI3119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3119!SPC WI C     -   0.99995951  x   0.99994506  =   0.99990457
 AI3119!UTM  15      -   0.99995951  x   0.99967228  =   0.99963180
 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|---------------------------------------------------------------------|
 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.No superseded survey control is available for this station.
 AI3119
 AI3119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK7667188460(NAD 83)
 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_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 - October 18, 2005
 AI3119
 AI3119  HISTORY     - Date     Condition        Report By
 AI3119  HISTORY     - 1989     MONUMENTED       WIDT
 AI3119  HISTORY     - 20051018 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0617 ***********************************************************************
 QL0617  DESIGNATION -  BOYERS BLUFF USLS 1874
 QL0617  PID         -  QL0617
 QL0617  STATE/COUNTY-  WI/DOOR
 QL0617  USGS QUAD   -  WASHINGTON ISLAND NW (1994)
 QL0617
 QL0617                         *CURRENT SURVEY CONTROL
 QL0617  ___________________________________________________________________
 QL0617* NAD 83(1991)-  45 25 12.57260(N)    086 56 11.23543(W)     ADJUSTED  
 QL0617* NAVD 88     -       213.     (meters)     699.     (feet)  SCALED    
 QL0617  ___________________________________________________________________
 QL0617  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 QL0617  GEOID HEIGHT-         -36.89  (meters)                     GEOID03
 QL0617
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0617
 QL0617.The geoid height was determined by GEOID03.
 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     -   0.99997239  x   0.99998577  =   0.99995817
 QL0617!UTM  16      -   0.99997239  x   0.99960030  =   0.99957271
 QL0617
 QL0617:                Primary Azimuth Mark                     Grid Az
 QL0617:SPC WI C     -  DOOR BLUFF USLS 1864                     214 06 21.0
 QL0617:UTM  16      -  DOOR BLUFF USLS 1864                     216 13 19.7
 QL0617
 QL0617|---------------------------------------------------------------------|
 QL0617| PID    Reference Object                     Distance      Geod. Az  |
 QL0617|                                                           dddmmss.s |
 QL0617| QL0491 DOOR BLUFF USLS 1864                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
 QL0617.Superseded values are not recommended for survey control.
 QL0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0617.See file dsdata.txt to determine how the superseded data were derived.
 QL0617
 QL0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER0497229628(NAD 83)
 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 NW SIDE OF
 QL0617'WASHINGTON ISLAND,
 QL0617'AND ABOUT 15 FEET BACK FROM THE EDGE OF THE
 QL0617'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
 QL0617'FORM.
 QL0617'
 QL0617'A REFERENCE STONE, 24 FEET DISTANT, BEARS S 43 DEG E FROM THE
 QL0617'GEODETIC POINT.
 QL0617'
 QL0617'A SECOND REFERENCE IS N 33 DEG W, 15 FEET 6 INCHES FROM THE
 QL0617'GEODETIC 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
 QL0617'ISLAND, WISCONSIN.
 QL0617'IT IS ON THE MOST NORTHERLY POINT OF THE
 QL0617'BLUFF AND IS 6.8 METERS BACK FROM THE
 QL0617'FACE, THIS BEING THE SECOND
 QL0617'BLUFF LINE AND NOT THE ONE WHICH FORMS THE SEAWARD FACE
 QL0617'OF THE
 QL0617'ISLAND.  A SMALL POINT OF THE BLUFF PROJECTS TO THE N AT THE
 QL0617'STATION.
 QL0617'
 QL0617'THE STATION IS MARKED BY A SINGLE STONE POST 8 INCHES SQUARE
 QL0617'WITH A DRILL HOLE
 QL0617'IN THE TOP, AND THE LETTERS U.S.  IT IS SET
 QL0617'WITH ITS TOP 4 INCHES BELOW THE
 QL0617'SURFACE.
 QL0617'
 QL0617'A SQUARE LIMESTONE REFERENCE POST WITH A DRILL HOLE IN ITS
 QL0617'CENTER RISES ABOUT
 QL0617'4 INCHES ABOVE THE SURFACE OF THE GROUND, AND
 QL0617'IS 7.202 METERS S 43 DEG E, TRUE FROM
 QL0617'THE STATION.
 QL0617'
 QL0617'A BIRCH TREE MARKED WITH A TRIANGULAR BLAZE WITH A SPIKE IN
 QL0617'THE CENTER OF THE
 QL0617'TRIANGLE BEARS N 25 DEG E TRUE.  A SPRUCE SIMILARLY
 QL0617'MARKED BEARS N 47 DEG E TRUE, AND A
 QL0617'SECOND SPRUCE SIMILARLY MARKED
 QL0617'BEARS S 07 DEG W TRUE.
 QL0617'
 QL0617'THE LOCATION OF THE STATION IS KNOWN TO FREDERIC AND THEODORE
 QL0617'BJARNARSON WHO
 QL0617'LIVE ON WASHINGTON ISLAND (WASHINGTON HARBOR) AND
 QL0617'ALSO TO MR. JOHN CHAFFEE OF
 QL0617'FAIRPORT, MICHIGAN.  MR. CHAFFEE
 QL0617'TRANSPORTED THE PARTY TO AND FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RN1517 ***********************************************************************
 RN1517  DESIGNATION -  BOYLSTON GREAT NO RY SIGNAL TR
 RN1517  PID         -  RN1517
 RN1517  STATE/COUNTY-  WI/DOUGLAS
 RN1517  USGS QUAD   -  BOREA (1981)
 RN1517
 RN1517                         *CURRENT SURVEY CONTROL
 RN1517  ___________________________________________________________________
 RN1517* NAD 83(1991)-  46 35 47.17676(N)    092 07 47.13871(W)     ADJUSTED  
 RN1517* NAVD 88     -                                                        
 RN1517  ___________________________________________________________________
 RN1517  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 RN1517  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 RN1517
 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
 RN1517.The Laplace correction was computed from DEFLEC99 derived deflections.
 RN1517
 RN1517.The geoid height was determined by GEOID03.
 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 MN N     -   111,188.520   874,354.311   MT  1.00013409   +0 43 09.0
 RN1517;SPC MN C     -   279,613.725   962,436.693   MT  0.99993242   +1 32 01.5
 RN1517;UTM  15      - 5,160,687.107   566,656.806   MT  0.99965461   +0 37 56.2
 RN1517
 RN1517                          SUPERSEDED SURVEY CONTROL
 RN1517
 RN1517  NAD 83(1991)-  46 35 47.17634(N)    092 07 47.13626(W) AD(       ) 4
 RN1517  NAD 83(1986)-  46 35 47.16789(N)    092 07 47.13582(W) AD(       ) 4
 RN1517  NAD 27      -  46 35 47.38000(N)    092 07 46.43000(W) AD(       ) 3
 RN1517
 RN1517.Superseded values are not recommended for survey control.
 RN1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1517.See file dsdata.txt to determine how the superseded data were derived.
 RN1517
 RN1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6665760687(NAD 83)
 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 = OCTOBER  7, 2006
 DF9668 ***********************************************************************
 DF9668  DESIGNATION -  BRADFORD S GPS
 DF9668  PID         -  DF9668
 DF9668  STATE/COUNTY-  WI/ROCK
 DF9668  USGS QUAD   -  CLINTON (1976)
 DF9668
 DF9668                         *CURRENT SURVEY CONTROL
 DF9668  ___________________________________________________________________
 DF9668* NAD 83(1997)-  42 36 04.53951(N)    088 48 02.15473(W)     ADJUSTED  
 DF9668* NAVD 88     -       260.621  (meters)     855.05   (feet)  ADJUSTED  
 DF9668  ___________________________________________________________________
 DF9668  X           -      98,426.687 (meters)                     COMP
 DF9668  Y           -  -4,701,186.501 (meters)                     COMP
 DF9668  Z           -   4,295,154.801 (meters)                     COMP
 DF9668  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 DF9668  ELLIP HEIGHT-         226.84  (meters)          (04/02/04) GPS OBS
 DF9668  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 DF9668  DYNAMIC HT  -         260.542 (meters)     854.79  (feet)  COMP
 DF9668  MODELED GRAV-     980,312.8   (mgal)                       NAVD 88
 DF9668
 DF9668  HORZ ORDER  -  FIRST
 DF9668  VERT ORDER  -  SECOND    CLASS I
 DF9668  ELLP ORDER  -  FOURTH    CLASS I
 DF9668
 DF9668.The horizontal coordinates were established by GPS observations
 DF9668.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DF9668
 DF9668.The orthometric height was determined by differential leveling
 DF9668.and adjusted by the National Geodetic Survey in February 2004..
 DF9668
 DF9668.Photographs are available 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 DEFLEC99 derived deflections.
 DF9668
 DF9668.The ellipsoidal height was determined by GPS observations
 DF9668.and is referenced to NAD 83.
 DF9668
 DF9668.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF9668;SPC WI S     -    67,503.438   698,429.865   MT  1.00002925   +0 49 26.8
 DF9668;SPC WI S     -   221,467.53  2,291,431.98   sFT  1.00002925   +0 49 26.8
 DF9668;UTM  16      - 4,718,108.402   352,288.659   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  =   0.99999367
 DF9668!UTM  16      -   0.99996443  x   0.99986844  =   0.99983287
 DF9668
 DF9668                          SUPERSEDED SURVEY CONTROL
 DF9668
 DF9668  NAVD 88 (04/02/04)  260.62   (m)          855.1    (f) LEVELING    3  
 DF9668
 DF9668.Superseded values are not recommended for survey control.
 DF9668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9668.See file dsdata.txt to determine how the superseded data were derived.
 DF9668
 DF9668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5228918108(NAD 83)
 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 - 2001
 DF9668
 DF9668  HISTORY     - Date     Condition        Report By
 DF9668  HISTORY     - 2001     MONUMENTED       WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0396 ***********************************************************************
 QM0396  DESIGNATION -  BRADLEY
 QM0396  PID         -  QM0396
 QM0396  STATE/COUNTY-  WI/LINCOLN
 QM0396  USGS QUAD   -  BRADLEY (1971)
 QM0396
 QM0396                         *CURRENT SURVEY CONTROL
 QM0396  ___________________________________________________________________
 QM0396* NAD 83(1991)-  45 32 02.13425(N)    089 45 59.60161(W)     ADJUSTED  
 QM0396* NAVD 88     -       452.469  (meters)    1484.48   (feet)  ADJUSTED  
 QM0396  ___________________________________________________________________
 QM0396  LAPLACE CORR-          -7.08  (seconds)                    DEFLEC99
 QM0396  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 QM0396  DYNAMIC HT  -         452.449 (meters)    1484.41  (feet)  COMP
 QM0396  MODELED GRAV-     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
 QM0396.and adjusted by the National Geodetic Survey in June 1991..
 QM0396
 QM0396.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0396
 QM0396.The geoid height was determined by GEOID03.
 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;                    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;SPC WI N     -    40,845.472   618,234.655   MT  1.00000610   +0 10 06.2
 QM0396;SPC WI N     -   134,007.19  2,028,324.86   sFT  1.00000610   +0 10 06.2
 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     -   0.99993399  x   1.00000664  =   0.99994063
 QM0396!SPC WI N     -   0.99993399  x   1.00000610  =   0.99994009
 QM0396!UTM  16      -   0.99993399  x   1.00017372  =   1.00010770
 QM0396
 QM0396:                Primary Azimuth Mark                     Grid Az
 QM0396:SPC WI C     -  METZ                                     077 46 18.8
 QM0396:SPC WI N     -  METZ                                     077 46 05.6
 QM0396:UTM  16      -  METZ                                     079 54 42.4
 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  NGVD 29 (??/??/92)  452.478  (m)         1484.50   (f) ADJ UNCH    1 2
 QM0396
 QM0396.Superseded values are not recommended for survey control.
 QM0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0396.See file dsdata.txt to determine how the superseded data were derived.
 QM0396
 QM0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR8398945989(NAD 83)
 QM0396_MARKER: DS = TRIANGULATION STATION DISK
 QM0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0396
 QM0396  HISTORY     - Date     Condition        Report By
 QM0396  HISTORY     - 1921     MONUMENTED       CGS
 QM0396  HISTORY     - 1922     GOOD             NGS
 QM0396  HISTORY     - 1934     GOOD             NGS
 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 NATIONAL 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 NATIONAL 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 = OCTOBER  7, 2006
 PM0475 ***********************************************************************
 PM0475  DESIGNATION -  BRANCH
 PM0475  PID         -  PM0475
 PM0475  STATE/COUNTY-  WI/MANITOWOC
 PM0475  USGS QUAD   -  MISHICOT (1978)
 PM0475
 PM0475                         *CURRENT SURVEY CONTROL
 PM0475  ___________________________________________________________________
 PM0475* NAD 83(1991)-  44 09 52.52292(N)    087 44 28.68610(W)     ADJUSTED  
 PM0475* NAVD 88     -       251.     (meters)     823.     (feet)  SCALED    
 PM0475  ___________________________________________________________________
 PM0475  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 PM0475  GEOID HEIGHT-         -36.09  (meters)                     GEOID03
 PM0475
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0475
 PM0475.The geoid height was determined by GEOID03.
 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     -   0.99996630  x   1.00002136  =   0.99998766
 PM0475!UTM  16      -   0.99996630  x   0.99964320  =   0.99960951
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0475.See file dsdata.txt to determine how the superseded data were derived.
 PM0475
 PM0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4073190421(NAD 83)
 PM0475_MARKER: DS = TRIANGULATION STATION DISK
 PM0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 AI9582 ***********************************************************************
 AI9582  DESIGNATION -  BRANDON GPS
 AI9582  PID         -  AI9582
 AI9582  STATE/COUNTY-  WI/FOND DU LAC
 AI9582  USGS QUAD   -  BRANDON (1980)
 AI9582
 AI9582                         *CURRENT SURVEY CONTROL
 AI9582  ___________________________________________________________________
 AI9582* NAD 83(1997)-  43 42 46.49792(N)    088 46 29.94763(W)     ADJUSTED  
 AI9582* NAVD 88     -       295.829  (meters)     970.57   (feet)  ADJUSTED  
 AI9582  ___________________________________________________________________
 AI9582  X           -      98,722.772 (meters)                     COMP
 AI9582  Y           -  -4,616,709.476 (meters)                     COMP
 AI9582  Z           -   4,385,270.705 (meters)                     COMP
 AI9582  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 AI9582  ELLIP HEIGHT-         260.21  (meters)          (07/20/01) GPS OBS
 AI9582  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 AI9582  DYNAMIC HT  -         295.763 (meters)     970.35  (feet)  COMP
 AI9582  MODELED GRAV-     980,388.0   (mgal)                       NAVD 88
 AI9582
 AI9582  HORZ ORDER  -  FIRST
 AI9582  VERT ORDER  -  SECOND    CLASS I
 AI9582  ELLP ORDER  -  FOURTH    CLASS I
 AI9582
 AI9582.The horizontal coordinates were established by GPS observations
 AI9582.and adjusted by the National Geodetic Survey in July 2001..
 AI9582
 AI9582.The orthometric height was determined by differential leveling
 AI9582.and adjusted by the National Geodetic Survey in February 2001..
 AI9582
 AI9582.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9582
 AI9582.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9582
 AI9582.The ellipsoidal height was determined by GPS observations
 AI9582.and is referenced to NAD 83.
 AI9582
 AI9582.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI9582;SPC WI S     -   191,015.590   698,717.521   MT  0.99994732   +0 50 30.2
 AI9582;SPC WI S     -   626,690.31  2,292,375.73   sFT  0.99994732   +0 50 30.2
 AI9582;UTM  16      - 4,841,518.729   357,006.670   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  =   0.99990652
 AI9582!UTM  16      -   0.99995920  x   0.99985150  =   0.99981070
 AI9582
 AI9582                          SUPERSEDED SURVEY CONTROL
 AI9582
 AI9582  NAVD 88 (07/20/01)  295.83   (m)          970.6    (f) LEVELING    3  
 AI9582
 AI9582.Superseded values are not recommended for survey control.
 AI9582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9582.See file dsdata.txt to determine how the superseded data were derived.
 AI9582
 AI9582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5700741519(NAD 83)
 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 - September 19, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI9581 ***********************************************************************
 AI9581  DESIGNATION -  BRANDON GPS AZ MK
 AI9581  PID         -  AI9581
 AI9581  STATE/COUNTY-  WI/FOND DU LAC
 AI9581  USGS QUAD   -  BRANDON (1980)
 AI9581
 AI9581                         *CURRENT SURVEY CONTROL
 AI9581  ___________________________________________________________________
 AI9581* NAD 83(1986)-  43 43 03.     (N)    088 46 31.     (W)     SCALED    
 AI9581* NAVD 88     -       298.359  (meters)     978.87   (feet)  ADJUSTED  
 AI9581  ___________________________________________________________________
 AI9581  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 AI9581  DYNAMIC HT  -         298.292 (meters)     978.65  (feet)  COMP
 AI9581  MODELED GRAV-     980,388.2   (mgal)                       NAVD 88
 AI9581
 AI9581  VERT ORDER  -  SECOND    CLASS I
 AI9581
 AI9581.The horizontal coordinates were scaled from a topographic map and have
 AI9581.an estimated accuracy of +/- 6 seconds.
 AI9581
 AI9581.The orthometric height was determined by differential leveling
 AI9581.and adjusted by the National Geodetic Survey in February 2001..
 AI9581
 AI9581.The geoid height was determined by GEOID03.
 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     -   191,520.      698,690.      MT  (+/- 180 meters Scaled)
 AI9581
 AI9581                          SUPERSEDED SURVEY CONTROL
 AI9581
 AI9581.No superseded survey control is available for this station.
 AI9581
 AI9581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP569420(NAD 83)
 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 = OCTOBER  7, 2006
 OM0945 ***********************************************************************
 OM0945  DESIGNATION -  BRANDON MUNICIPAL TANK
 OM0945  PID         -  OM0945
 OM0945  STATE/COUNTY-  WI/FOND DU LAC
 OM0945  USGS QUAD   -  BRANDON (1980)
 OM0945
 OM0945                         *CURRENT SURVEY CONTROL
 OM0945  ___________________________________________________________________
 OM0945* NAD 83(1991)-  43 44 00.24481(N)    088 47 19.44663(W)     ADJUSTED  
 OM0945* NAVD 88     -                                                        
 OM0945  ___________________________________________________________________
 OM0945  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 OM0945  GEOID HEIGHT-         -35.66  (meters)                     GEOID03
 OM0945
 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
 OM0945.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0945
 OM0945.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 OM0945
 OM0945  NAD 83(1986)-  43 44 00.23842(N)    088 47 19.45161(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0945.See file dsdata.txt to determine how the superseded data were derived.
 OM0945
 OM0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5594843818(NAD 83)
 OM0945
 OM0945  HISTORY     - Date     Condition        Report By
 OM0945  HISTORY     - 1958     MONUMENTED       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 = OCTOBER  7, 2006
 PP2185 ***********************************************************************
 PP2185  DESIGNATION -  BRANDVOLD
 PP2185  PID         -  PP2185
 PP2185  STATE/COUNTY-  WI/ST CROIX
 PP2185  USGS QUAD   -  WILSON (1974)
 PP2185
 PP2185                         *CURRENT SURVEY CONTROL
 PP2185  ___________________________________________________________________
 PP2185* NAD 83(1991)-  44 55 08.84226(N)    092 10 10.25439(W)     ADJUSTED  
 PP2185* NAVD 88     -       391.7    (meters)    1285.     (feet)  VERTCON   
 PP2185  ___________________________________________________________________
 PP2185  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 PP2185  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 PP2185
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP2185
 PP2185.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2185.See file dsdata.txt to determine how the superseded data were derived.
 PP2185
 PP2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK6554774301(NAD 83)
 PP2185_MARKER: DD = SURVEY DISK
 PP2185_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  7, 2006
 DF5999 ***********************************************************************
 DF5999  HT_MOD      -  This is a Height Modernization Survey Station.
 DF5999  DESIGNATION -  BRANT GPS
 DF5999  PID         -  DF5999
 DF5999  STATE/COUNTY-  WI/CALUMET
 DF5999  USGS QUAD   -  CHILTON (1992)
 DF5999
 DF5999                         *CURRENT SURVEY CONTROL
 DF5999  ___________________________________________________________________
 DF5999* NAD 83(1997)-  44 03 50.46225(N)    088 12 13.08737(W)     ADJUSTED  
 DF5999* NAVD 88     -       295.48   (meters)     969.4    (feet)  GPS OBS   
 DF5999  ___________________________________________________________________
 DF5999  X           -     143,906.825 (meters)                     COMP
 DF5999  Y           -  -4,588,462.614 (meters)                     COMP
 DF5999  Z           -   4,413,386.050 (meters)                     COMP
 DF5999  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 DF5999  ELLIP HEIGHT-         259.44  (meters)          (06/11/03) GPS OBS
 DF5999  GEOID HEIGHT-         -36.03  (meters)                     GEOID03
 DF5999
 DF5999  HORZ ORDER  -  FIRST
 DF5999  ELLP ORDER  -  THIRD     CLASS I
 DF5999
 DF5999.The horizontal coordinates were established by GPS observations
 DF5999.and adjusted by the National Geodetic Survey in June 2003..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5999
 DF5999.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5999
 DF5999.The ellipsoidal height was determined by GPS observations
 DF5999.and is referenced to NAD 83.
 DF5999
 DF5999.The geoid height was determined by GEOID03.
 DF5999
 DF5999;                    North         East     Units Scale Factor Converg.
 DF5999;SPC WI S     -   230,850.360   743,913.350   MT  0.99999946   +1 14 03.4
 DF5999;SPC WI S     -   757,381.56  2,440,655.72   sFT  0.99999946   +1 14 03.4
 DF5999;UTM  16      - 4,879,687.364   403,603.180   MT  0.99971429   -0 50 13.7
 DF5999
 DF5999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5999!SPC WI S     -   0.99995932  x   0.99999946  =   0.99995878
 DF5999!UTM  16      -   0.99995932  x   0.99971429  =   0.99967362
 DF5999
 DF5999                          SUPERSEDED SURVEY CONTROL
 DF5999
 DF5999.No superseded survey control is available for this station.
 DF5999
 DF5999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0360379687(NAD 83)
 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 - August 17, 2005
 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
 DF5999                          STATION DESCRIPTION
 DF5999
 DF5999'DESCRIBED BY WI DEPT OF TRANSP 2002 (DJH)
 DF5999'THE STATION IS LOCATED ABOUT 27 KM SOUTHEAST OF APPLETON, 17 KM
 DF5999'SOUTHWEST OF BRILLION
 DF5999'AND 5 KM NORTHWEST OF CHILTON.  OWNERSHIP--CALUMET COUNTY.  TO REACH
 DF5999'THE STATION FROM
 DF5999'THE JUNCTION OF US HIGHWAY 151 WITH STATE HIGHWAY 32 IN THE CITY OF
 DF5999'CHILTON, GO NORTH ON
 DF5999'STATE HIGHWAY 32 FOR 3.2 KM TO HICKORY HILLS ROAD, TURN LEFT AND GO
 DF5999'WEST ON HICKORY
 DF5999'HILLS ROAD FOR 3.2 KM TO COUNTY HIGHWAY BB, TURN RIGHT AND GO NORTH ON
 DF5999'COUNTY HIGHWAY
 DF5999'BB FOR 0.6 KM TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DF5999'CALUMET COUNTY GODETIC
 DF5999'CONTROL MARK DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST AND
 DF5999'ABOUT 2 M BELOW
 DF5999'THE HIGHWAY PAVEMENT.  THE STATION IS 14.2 M WEST OF THE CENTERLINE OF
 DF5999'COUNTY HIGHWAY
 DF5999'BB, 31.7 M SOUTHWEST OF THE SOUTHERNMOST POST OF A GUARD RAIL ON THE
 DF5999'WEST SIDE OF
 DF5999'COUNTY HIGHWAY BB, 17 M EAST OF A QUARRY, 4.0 M EAST OF A STEEL POST
 DF5999'FOR A --R/W-- SIGN,
 DF5999'0.5 M EAST OF A WHITE PLASTIC WITNESS POST, 1.0 M WEST, 1.0 M SOUTH,
 DF5999'AND 1.0 M NORTH OF
 DF5999'THREE 4X4 ORANGE PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO
 DF5999'VISIBLE
 DF5999'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZION.
 DF5999'
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0017 ***********************************************************************
 QN0017  DESIGNATION -  BRANTWOOD
 QN0017  PID         -  QN0017
 QN0017  STATE/COUNTY-  WI/PRICE
 QN0017  USGS QUAD   -  BRANTWOOD (1979)
 QN0017
 QN0017                         *CURRENT SURVEY CONTROL
 QN0017  ___________________________________________________________________
 QN0017* NAD 83(1986)-  45 33 46.     (N)    090 07 06.     (W)     SCALED    
 QN0017* NAVD 88     -       516.915  (meters)    1695.91   (feet)  ADJUSTED  
 QN0017  ___________________________________________________________________
 QN0017  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 QN0017  DYNAMIC HT  -         516.889 (meters)    1695.83  (feet)  COMP
 QN0017  MODELED GRAV-     980,548.0   (mgal)                       NAVD 88
 QN0017
 QN0017  VERT ORDER  -  FIRST     CLASS II
 QN0017
 QN0017.The horizontal coordinates were scaled from a topographic map and have
 QN0017.an estimated accuracy of +/- 6 seconds.
 QN0017
 QN0017.The orthometric height was determined by differential leveling
 QN0017.and adjusted by the National Geodetic Survey in June 1991..
 QN0017
 QN0017.The geoid height was determined by GEOID03.
 QN0017
 QN0017.The dynamic height is computed by dividing the NAVD 88
 QN0017.geopotential number by the normal gravity value computed on the
 QN0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0017.degrees latitude (g = 980.6199 gals.).
 QN0017
 QN0017.The modeled gravity was interpolated from observed gravity values.
 QN0017
 QN0017;                    North         East    Units  Estimated Accuracy
 QN0017;SPC WI N     -    44,030.      590,760.      MT  (+/- 180 meters Scaled)
 QN0017
 QN0017                          SUPERSEDED SURVEY CONTROL
 QN0017
 QN0017  NGVD 29 (??/??/92)  516.897  (m)         1695.85   (f) ADJ UNCH    1 2
 QN0017
 QN0017.Superseded values are not recommended for survey control.
 QN0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0017.See file dsdata.txt to determine how the superseded data were derived.
 QN0017
 QN0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL248495(NAD 83)
 QN0017_MARKER: DS = TRIANGULATION STATION DISK
 QN0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0017_STAMPING: BRANTWOOD 1921
 QN0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0017+STABILITY: SURFACE MOTION
 QN0017
 QN0017  HISTORY     - Date     Condition        Report By
 QN0017  HISTORY     - 1921     MONUMENTED       CGS
 QN0017  HISTORY     - 1936     POOR             SOURR
 QN0017  HISTORY     - 1952     GOOD             CGS
 QN0017  HISTORY     - 1952     GOOD             CGS
 QN0017  HISTORY     - 20041012 MARK NOT FOUND   WIDT
 QN0017
 QN0017                          STATION DESCRIPTION
 QN0017
 QN0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0017'STATION IS IN THE VILLAGE OF BRANTWOOD, 80 METERS E OF THE E
 QN0017'END OF THE BRANTWOOD RAILWAY STATION OF THE MINNEAPOLIS, ST.
 QN0017'PAUL AND SAULT STE. MARIE RAILWAY, 6.00 METERS W OF THE FIRST
 QN0017'ROAD CROSSING E OF THE DEPOT, 9.00 METERS E OF THE E SWITCH
 QN0017'STAND OF PASSING TRACK AND 4.005 METERS (13.14 FEET) S OF
 QN0017'SAID RAILROAD.
 QN0017'
 QN0017'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 QN0017'SET IN CONCRETE.
 QN0017
 QN0017                          STATION RECOVERY (1936)
 QN0017
 QN0017'RECOVERY NOTE BY SOUTHERN RAILROAD 1936
 QN0017'MARK RECOVERED IN POOR CONDITION.
 QN0017
 QN0017                          STATION RECOVERY (1952)
 QN0017
 QN0017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 QN0017'AT BRANTWOOD.
 QN0017'AT BRANTWOOD, PRICE COUNTY, 87 YARDS EAST OF THE EAST END OF THE
 QN0017'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD STATION,
 QN0017'20 FEET WEST OF THE FIRST ROAD CROSSING THE TRACKS EAST OF THE
 QN0017'STATION, 29-1/2 FEET EAST OF THE EAST SWITCHSTAND FOR THE
 QN0017'PASSING TRACK, AND 13.1 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD
 QN0017'TRIANGULATION-STATION DISK, STAMPED BRANTWOOD 1921 AND SET IN
 QN0017'THE TOP OF A CONCRETE POST.
 QN0017
 QN0017                          STATION RECOVERY (1952)
 QN0017
 QN0017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QN0017'THE STATION MARKS AND THE REFERENCE MARK WERE RECOVERED, BUT
 QN0017'THE SURFACE STATION MARK AND THE REFERENCE MARK WERE LOOSE
 QN0017'AND THE DISK IS GONE FROM THE REFERENCE MARK POST.  THE SURFACE
 QN0017'STATION MARK WAS REMOVED AND A NEW ONE SET DIRECTLY ABOVE THE
 QN0017'UNDERGROUND MARK.  TWO NEW REFERENCE MARKS WERE ALSO SET.
 QN0017'NEW MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE AS DESCRIBED
 QN0017'SEE BRANTWOOD RESET.
 QN0017
 QN0017                          STATION RECOVERY (2004)
 QN0017
 QN0017'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB2342 ***********************************************************************
 AB2342  DESIGNATION -  BRANTWOOD RESET
 AB2342  PID         -  AB2342
 AB2342  STATE/COUNTY-  WI/PRICE
 AB2342  USGS QUAD   -  BRANTWOOD (1979)
 AB2342
 AB2342                         *CURRENT SURVEY CONTROL
 AB2342  ___________________________________________________________________
 AB2342* NAD 83(1991)-  45 33 45.69676(N)    090 07 05.96796(W)     ADJUSTED  
 AB2342* NAVD 88     -       516.     (meters)    1693.     (feet)  SCALED    
 AB2342  ___________________________________________________________________
 AB2342  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 AB2342  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 AB2342
 AB2342  HORZ ORDER  -  FIRST
 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 scaled from a topographic map.
 AB2342
 AB2342.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2342
 AB2342.The geoid height was determined by GEOID03.
 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     -   0.99992392  x   1.00000072  =   0.99992464
 AB2342!SPC WI C     -   0.99992392  x   1.00001254  =   0.99993646
 AB2342!UTM  15      -   0.99992392  x   1.00022182  =   1.00014573
 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
 AB2342.Superseded values are not recommended for survey control.
 AB2342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2342.See file dsdata.txt to determine how the superseded data were derived.
 AB2342
 AB2342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL2488449501(NAD 83)
 AB2342_MARKER: DS = TRIANGULATION STATION DISK
 AB2342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2342_SP_SET: SET INTO TOP OF CONCRETE POST
 AB2342_STAMPING: BRANTWOOD 1921 1952
 AB2342_PROJECTION: PROJECTING 5 CENTIMETERS
 AB2342
 AB2342  HISTORY     - Date     Condition        Report By
 AB2342  HISTORY     - 1952     MONUMENTED       CGS
 AB2342  HISTORY     - 1985     MARK NOT FOUND   NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0053 ***********************************************************************
 QM0053  DESIGNATION -  BREED
 QM0053  PID         -  QM0053
 QM0053  STATE/COUNTY-  WI/OCONTO
 QM0053  USGS QUAD   -  BREED (1973)
 QM0053
 QM0053                         *CURRENT SURVEY CONTROL
 QM0053  ___________________________________________________________________
 QM0053* NAD 83(1991)-  45 03 58.58296(N)    088 25 50.45075(W)     ADJUSTED  
 QM0053* NAVD 88     -       272.686  (meters)     894.64   (feet)  ADJUSTED  
 QM0053  ___________________________________________________________________
 QM0053  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 QM0053  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 QM0053  DYNAMIC HT  -         272.659 (meters)     894.55  (feet)  COMP
 QM0053  MODELED GRAV-     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
 QM0053.and adjusted by the National Geodetic Survey in June 1991..
 QM0053
 QM0053.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0053
 QM0053.The geoid height was determined by GEOID03.
 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;                    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     -   0.99996287  x   0.99994620  =   0.99990908
 QM0053!UTM  16      -   0.99996287  x   0.99975598  =   0.99971886
 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|---------------------------------------------------------------------|
 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  NGVD 29 (??/??/92)  272.688  (m)          894.64   (f) ADJ UNCH    1 2
 QM0053
 QM0053.Superseded values are not recommended for survey control.
 QM0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0053.See file dsdata.txt to determine how the superseded data were derived.
 QM0053
 QM0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8737191308(NAD 83)
 QM0053_MARKER: DS = TRIANGULATION STATION DISK
 QM0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0053
 QM0053  HISTORY     - Date     Condition        Report By
 QM0053  HISTORY     - 1921     MONUMENTED       CGS
 QM0053  HISTORY     - 1922     GOOD             NGS
 QM0053  HISTORY     - 1934     MARK NOT FOUND   NGS
 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 NATIONAL 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 NATIONAL 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 = OCTOBER  7, 2006
 QM0770 ***********************************************************************
 QM0770  CBN         -  This is a Cooperative Base Network Control Station.
 QM0770  DESIGNATION -  BREED GPS
 QM0770  PID         -  QM0770
 QM0770  STATE/COUNTY-  WI/OCONTO
 QM0770  USGS QUAD   -  BREED (1973)
 QM0770
 QM0770                         *CURRENT SURVEY CONTROL
 QM0770  ___________________________________________________________________
 QM0770* NAD 83(1997)-  45 05 37.26758(N)    088 25 26.82139(W)     ADJUSTED  
 QM0770* NAVD 88     -       269.8    (meters)     885.     (feet)  GPS OBS   
 QM0770  ___________________________________________________________________
 QM0770  X           -     124,039.629 (meters)                     COMP
 QM0770  Y           -  -4,508,681.989 (meters)                     COMP
 QM0770  Z           -   4,494,870.081 (meters)                     COMP
 QM0770  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 QM0770  ELLIP HEIGHT-         233.87  (meters)          (04/28/99) GPS OBS
 QM0770  GEOID HEIGHT-         -35.86  (meters)                     GEOID03
 QM0770
 QM0770  HORZ ORDER  -  A
 QM0770  ELLP ORDER  -  THIRD     CLASS I
 QM0770
 QM0770.The horizontal coordinates were established by GPS observations
 QM0770.and adjusted by the National Geodetic Survey in April 1999..
 QM0770
 QM0770.The orthometric height was determined by GPS observations and a
 QM0770.high-resolution geoid model.
 QM0770
 QM0770.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0770
 QM0770.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0770
 QM0770.The ellipsoidal height was determined by GPS observations
 QM0770.and is referenced to NAD 83.
 QM0770
 QM0770.The geoid height was determined by GEOID03.
 QM0770
 QM0770;                    North         East     Units Scale Factor Converg.
 QM0770;SPC WI C     -   141,253.650   724,036.480   MT  0.99994790   +1 06 42.9
 QM0770;SPC WI C     -   463,429.68  2,375,443.02   sFT  0.99994790   +1 06 42.9
 QM0770;UTM  16      - 4,994,344.210   387,940.876   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                          SUPERSEDED SURVEY CONTROL
 QM0770
 QM0770  NAD 83(1991)-  45 05 37.26687(N)    088 25 26.81988(W) AD(       ) B
 QM0770  ELLIP H (06/11/91)  233.95   (m)                       GP(       ) 4 1
 QM0770  NGVD 29 (06/11/91)  269.7    (m)          885.     (f) GPS OBS        
 QM0770
 QM0770.Superseded values are not recommended for survey control.
 QM0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0770.See file dsdata.txt to determine how the superseded data were derived.
 QM0770
 QM0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8794194344(NAD 83)
 QM0770_MARKER: DH = HORIZONTAL CONTROL DISK
 QM0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0770_SP_SET: CONCRETE POST
 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 SUITABLE FOR
 QM0770+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0534 ***********************************************************************
 QN0534  DESIGNATION -  BRENT
 QN0534  PID         -  QN0534
 QN0534  STATE/COUNTY-  WI/SAWYER
 QN0534  USGS QUAD   -  HOGSBACK CREEK (1972)
 QN0534
 QN0534                         *CURRENT SURVEY CONTROL
 QN0534  ___________________________________________________________________
 QN0534* NAD 83(1991)-  45 40 11.98684(N)    091 01 33.98003(W)     ADJUSTED  
 QN0534* NAVD 88     -       404.     (meters)    1325.     (feet)  SCALED    
 QN0534  ___________________________________________________________________
 QN0534  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 QN0534  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 QN0534
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0534
 QN0534.The geoid height was determined by GEOID03.
 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     -   0.99994141  x   0.99998285  =   0.99992426
 QN0534!SPC WI C     -   0.99994141  x   1.00003682  =   0.99997823
 QN0534!UTM  15      -   0.99994141  x   0.99989063  =   0.99983204
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0534.See file dsdata.txt to determine how the superseded data were derived.
 QN0534
 QN0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL5374959278(NAD 83)
 QN0534_MARKER: DS = TRIANGULATION STATION DISK
 QN0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 PN0013 ***********************************************************************
 PN0013  DESIGNATION -  BRIDGE
 PN0013  PID         -  PN0013
 PN0013  STATE/COUNTY-  WI/OCONTO
 PN0013  USGS QUAD   -  KRAKOW (1974)
 PN0013
 PN0013                         *CURRENT SURVEY CONTROL
 PN0013  ___________________________________________________________________
 PN0013* NAD 83(1991)-  44 52 21.47699(N)    088 16 31.67704(W)     ADJUSTED  
 PN0013* NAVD 88     -       234.862  (meters)     770.54   (feet)  ADJUSTED  
 PN0013  ___________________________________________________________________
 PN0013  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 PN0013  GEOID HEIGHT-         -36.15  (meters)                     GEOID03
 PN0013  DYNAMIC HT  -         234.835 (meters)     770.45  (feet)  COMP
 PN0013  MODELED GRAV-     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
 PN0013.and adjusted by the National Geodetic Survey in June 1991..
 PN0013
 PN0013.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0013
 PN0013.The geoid height was determined by GEOID03.
 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;                    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     -   0.99996885  x   0.99994071  =   0.99990956
 PN0013!UTM  16      -   0.99996885  x   0.99972481  =   0.99969366
 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  NGVD 29 (??/??/92)  234.869  (m)          770.57   (f) ADJ UNCH    1 2
 PN0013
 PN0013.Superseded values are not recommended for survey control.
 PN0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0013.See file dsdata.txt to determine how the superseded data were derived.
 PN0013
 PN0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9925169593(NAD 83)
 PN0013_MARKER: DS = TRIANGULATION STATION DISK
 PN0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0013_STAMPING: BRIDGE 1921
 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             NGS
 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 NATIONAL 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 = OCTOBER  7, 2006
 ON0030 ***********************************************************************
 ON0030  DESIGNATION -  BRIDGE 15
 ON0030  PID         -  ON0030
 ON0030  STATE/COUNTY-  WI/JUNEAU
 ON0030  USGS QUAD   -  KENDALL EAST (1983)
 ON0030
 ON0030                         *CURRENT SURVEY CONTROL
 ON0030  ___________________________________________________________________
 ON0030* NAD 83(1986)-  43 47 45.     (N)    090 17 02.     (W)     SCALED    
 ON0030* NAVD 88     -       302.640  (meters)     992.91   (feet)  ADJUSTED  
 ON0030  ___________________________________________________________________
 ON0030  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 ON0030  DYNAMIC HT  -         302.570 (meters)     992.68  (feet)  COMP
 ON0030  MODELED GRAV-     980,378.3   (mgal)                       NAVD 88
 ON0030
 ON0030  VERT ORDER  -  SECOND    CLASS 0
 ON0030
 ON0030.The horizontal coordinates were scaled from a topographic map and have
 ON0030.an estimated accuracy of +/- 6 seconds.
 ON0030
 ON0030.The orthometric height was determined by differential leveling
 ON0030.and adjusted by the National Geodetic Survey in June 1991..
 ON0030
 ON0030.The geoid height was determined by GEOID03.
 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     -   199,540.      577,150.      MT  (+/- 180 meters Scaled)
 ON0030
 ON0030                          SUPERSEDED SURVEY CONTROL
 ON0030
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0030.See file dsdata.txt to determine how the superseded data were derived.
 ON0030
 ON0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ185527(NAD 83)
 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
 ON0030  HISTORY     - Date     Condition        Report By
 ON0030  HISTORY     - UNK      MONUMENTED       USGS
 ON0030  HISTORY     - 1934     GOOD             NGS
 ON0030  HISTORY     - 2004     GOOD             WIDT
 ON0030
 ON0030                          STATION DESCRIPTION
 ON0030
 ON0030'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0027 ***********************************************************************
 ON0027  DESIGNATION -  BRIDGE 3
 ON0027  PID         -  ON0027
 ON0027  STATE/COUNTY-  WI/JUNEAU
 ON0027  USGS QUAD   -  KENDALL EAST (1983)
 ON0027
 ON0027                         *CURRENT SURVEY CONTROL
 ON0027  ___________________________________________________________________
 ON0027* NAD 83(1986)-  43 45 53.     (N)    090 16 27.     (W)     SCALED    
 ON0027* NAVD 88     -       291.325  (meters)     955.79   (feet)  ADJUSTED  
 ON0027  ___________________________________________________________________
 ON0027  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 ON0027  DYNAMIC HT  -         291.258 (meters)     955.57  (feet)  COMP
 ON0027  MODELED GRAV-     980,382.4   (mgal)                       NAVD 88
 ON0027
 ON0027  VERT ORDER  -  SECOND    CLASS 0
 ON0027
 ON0027.The horizontal coordinates were scaled from a topographic map and have
 ON0027.an estimated accuracy of +/- 6 seconds.
 ON0027
 ON0027.The orthometric height was determined by differential leveling
 ON0027.and adjusted by the National Geodetic Survey in June 1991..
 ON0027
 ON0027.The geoid height was determined by GEOID03.
 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     -   196,080.      577,930.      MT  (+/- 180 meters Scaled)
 ON0027
 ON0027                          SUPERSEDED SURVEY CONTROL
 ON0027
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0027.See file dsdata.txt to determine how the superseded data were derived.
 ON0027
 ON0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ194493(NAD 83)
 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
 ON0027  HISTORY     - Date     Condition        Report By
 ON0027  HISTORY     - UNK      MONUMENTED       USGS
 ON0027  HISTORY     - 1934     GOOD             NGS
 ON0027  HISTORY     - 2004     GOOD             WIDT
 ON0027
 ON0027                          STATION DESCRIPTION
 ON0027
 ON0027'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0037 ***********************************************************************
 ON0037  DESIGNATION -  BRIDGE 34
 ON0037  PID         -  ON0037
 ON0037  STATE/COUNTY-  WI/JUNEAU
 ON0037  USGS QUAD   -  CAMP DOUGLAS (1983)
 ON0037
 ON0037                         *CURRENT SURVEY CONTROL
 ON0037  ___________________________________________________________________
 ON0037* NAD 83(1986)-  43 53 13.     (N)    090 16 08.     (W)     SCALED    
 ON0037* NAVD 88     -       280.559  (meters)     920.47   (feet)  ADJUSTED  
 ON0037  ___________________________________________________________________
 ON0037  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 ON0037  DYNAMIC HT  -         280.497 (meters)     920.26  (feet)  COMP
 ON0037  MODELED GRAV-     980,389.0   (mgal)                       NAVD 88
 ON0037
 ON0037  VERT ORDER  -  SECOND    CLASS 0
 ON0037
 ON0037.The horizontal coordinates were scaled from a topographic map and have
 ON0037.an estimated accuracy of +/- 6 seconds.
 ON0037
 ON0037.The orthometric height was determined by differential leveling
 ON0037.and adjusted by the National Geodetic Survey in June 1991..
 ON0037
 ON0037.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0037.See file dsdata.txt to determine how the superseded data were derived.
 ON0037
 ON0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ193629(NAD 83)
 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             NGS
 ON0037
 ON0037                          STATION DESCRIPTION
 ON0037
 ON0037'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 ON0028 ***********************************************************************
 ON0028  DESIGNATION -  BRIDGE 9
 ON0028  PID         -  ON0028
 ON0028  STATE/COUNTY-  WI/JUNEAU
 ON0028  USGS QUAD   -  KENDALL EAST (1983)
 ON0028
 ON0028                         *CURRENT SURVEY CONTROL
 ON0028  ___________________________________________________________________
 ON0028* NAD 83(1986)-  43 46 45.     (N)    090 16 46.     (W)     SCALED    
 ON0028* NAVD 88     -       297.838  (meters)     977.16   (feet)  ADJUSTED  
 ON0028  ___________________________________________________________________
 ON0028  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 ON0028  DYNAMIC HT  -         297.769 (meters)     976.93  (feet)  COMP
 ON0028  MODELED GRAV-     980,381.4   (mgal)                       NAVD 88
 ON0028
 ON0028  VERT ORDER  -  SECOND    CLASS 0
 ON0028
 ON0028.The horizontal coordinates were scaled from a topographic map and have
 ON0028.an estimated accuracy of +/- 6 seconds.
 ON0028
 ON0028.The orthometric height was determined by differential leveling
 ON0028.and adjusted by the National Geodetic Survey in June 1991..
 ON0028
 ON0028.The geoid height was determined by GEOID03.
 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     -   197,690.      577,510.      MT  (+/- 180 meters Scaled)
 ON0028
 ON0028                          SUPERSEDED SURVEY CONTROL
 ON0028
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0028.See file dsdata.txt to determine how the superseded data were derived.
 ON0028
 ON0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ189509(NAD 83)
 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
 ON0028  HISTORY     - Date     Condition        Report By
 ON0028  HISTORY     - UNK      MONUMENTED       USGS
 ON0028  HISTORY     - 1934     GOOD             NGS
 ON0028  HISTORY     - 2004     GOOD             WIDT
 ON0028
 ON0028                          STATION DESCRIPTION
 ON0028
 ON0028'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0326 ***********************************************************************
 PM0326  DESIGNATION -  BRIDGE S
 PM0326  PID         -  PM0326
 PM0326  STATE/COUNTY-  WI/KEWAUNEE
 PM0326  USGS QUAD   -  KEWAUNEE (1978)
 PM0326
 PM0326                         *CURRENT SURVEY CONTROL
 PM0326  ___________________________________________________________________
 PM0326* NAD 83(1986)-  44 27 42.     (N)    087 30 12.     (W)     SCALED    
 PM0326* NAVD 88     -       178.747  (meters)     586.44   (feet)  ADJUSTED  
 PM0326  ___________________________________________________________________
 PM0326  GEOID HEIGHT-         -36.24  (meters)                     GEOID03
 PM0326  DYNAMIC HT  -         178.726 (meters)     586.37  (feet)  COMP
 PM0326  MODELED GRAV-     980,496.9   (mgal)                       NAVD 88
 PM0326
 PM0326  VERT ORDER  -  FIRST     CLASS I
 PM0326
 PM0326.The horizontal coordinates were scaled from a topographic map and have
 PM0326.an estimated accuracy of +/- 6 seconds.
 PM0326
 PM0326.The orthometric height was determined by differential leveling
 PM0326.and adjusted by the National Geodetic Survey in June 1991..
 PM0326
 PM0326.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 PM0326
 PM0326.No superseded survey control is available for this station.
 PM0326
 PM0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ599232(NAD 83)
 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 = OCTOBER  7, 2006
 DH5335 ***********************************************************************
 DH5335  DESIGNATION -  BRIDGEPORT E GPS
 DH5335  PID         -  DH5335
 DH5335  STATE/COUNTY-  WI/CRAWFORD
 DH5335  USGS QUAD   -  BRIDGEPORT (1983)
 DH5335
 DH5335                         *CURRENT SURVEY CONTROL
 DH5335  ___________________________________________________________________
 DH5335* NAD 83(1997)-  43 02 53.54579(N)    091 02 44.11288(W)     ADJUSTED  
 DH5335* NAVD 88     -                                                        
 DH5335  ___________________________________________________________________
 DH5335  X           -     -85,190.937 (meters)                     COMP
 DH5335  Y           -  -4,667,750.940 (meters)                     COMP
 DH5335  Z           -   4,331,630.937 (meters)                     COMP
 DH5335  LAPLACE CORR-          -7.19  (seconds)                    DEFLEC99
 DH5335  ELLIP HEIGHT-         313.44  (meters)          (08/01/05) GPS OBS
 DH5335  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 DH5335
 DH5335  HORZ ORDER  -  FIRST
 DH5335  ELLP ORDER  -  SECOND    CLASS I
 DH5335
 DH5335.The horizontal coordinates were established by GPS observations
 DH5335.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5335
 DH5335
 DH5335.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5335
 DH5335.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5335
 DH5335.The ellipsoidal height was determined by GPS observations
 DH5335.and is referenced to NAD 83.
 DH5335
 DH5335.The geoid height was determined by GEOID03.
 DH5335
 DH5335;                    North         East     Units Scale Factor Converg.
 DH5335;SPC WI S     -   116,979.835   514,814.885   MT  0.99995142   -0 43 06.3
 DH5335;SPC WI S     -   383,791.34  1,689,021.84   sFT  0.99995142   -0 43 06.3
 DH5335;UTM  15      - 4,768,021.720   659,178.550   MT  0.99991171   +1 20 03.8
 DH5335
 DH5335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5335!SPC WI S     -   0.99995085  x   0.99995142  =   0.99990227
 DH5335!UTM  15      -   0.99995085  x   0.99991171  =   0.99986256
 DH5335
 DH5335                          SUPERSEDED SURVEY CONTROL
 DH5335
 DH5335.No superseded survey control is available for this station.
 DH5335
 DH5335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH5917968022(NAD 83)
 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 - 2003
 DH5335
 DH5335  HISTORY     - Date     Condition        Report By
 DH5335  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5039 ***********************************************************************
 DH5039  DESIGNATION -  BRIDGEPORT S GPS
 DH5039  PID         -  DH5039
 DH5039  STATE/COUNTY-  WI/CRAWFORD
 DH5039  USGS QUAD   -  BRIDGEPORT (1983)
 DH5039
 DH5039                         *CURRENT SURVEY CONTROL
 DH5039  ___________________________________________________________________
 DH5039* NAD 83(1997)-  43 00 26.25805(N)    091 03 27.12077(W)     ADJUSTED  
 DH5039* NAVD 88     -                                                        
 DH5039  ___________________________________________________________________
 DH5039  X           -     -86,219.921 (meters)                     COMP
 DH5039  Y           -  -4,670,751.685 (meters)                     COMP
 DH5039  Z           -   4,328,231.229 (meters)                     COMP
 DH5039  LAPLACE CORR-          -6.26  (seconds)                    DEFLEC99
 DH5039  ELLIP HEIGHT-         200.69  (meters)          (08/01/05) GPS OBS
 DH5039  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 DH5039
 DH5039  HORZ ORDER  -  FIRST
 DH5039  ELLP ORDER  -  SECOND    CLASS I
 DH5039
 DH5039.The horizontal coordinates were established by GPS observations
 DH5039.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5039
 DH5039
 DH5039.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5039
 DH5039.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5039
 DH5039.The ellipsoidal height was determined by GPS observations
 DH5039.and is referenced to NAD 83.
 DH5039
 DH5039.The geoid height was determined by GEOID03.
 DH5039
 DH5039;                    North         East     Units Scale Factor Converg.
 DH5039;SPC WI S     -   112,447.497   513,783.993   MT  0.99995605   -0 43 35.9
 DH5039;SPC WI S     -   368,921.50  1,685,639.65   sFT  0.99995605   -0 43 35.9
 DH5039;UTM  15      - 4,763,455.570   658,310.670   MT  0.99990832   +1 19 30.8
 DH5039
 DH5039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5039!SPC WI S     -   0.99996853  x   0.99995605  =   0.99992458
 DH5039!UTM  15      -   0.99996853  x   0.99990832  =   0.99987685
 DH5039
 DH5039                          SUPERSEDED SURVEY CONTROL
 DH5039
 DH5039.No superseded survey control is available for this station.
 DH5039
 DH5039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH5831163456(NAD 83)
 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 - December 27, 2005
 DH5039
 DH5039  HISTORY     - Date     Condition        Report By
 DH5039  HISTORY     - 2003     MONUMENTED       WIDT
 DH5039  HISTORY     - 20051227 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1187 ***********************************************************************
 OM1187  DESIGNATION -  BRIGGS
 OM1187  PID         -  OM1187
 OM1187  STATE/COUNTY-  WI/COLUMBIA
 OM1187  USGS QUAD   -  PINE ISLAND (1979)
 OM1187
 OM1187                         *CURRENT SURVEY CONTROL
 OM1187  ___________________________________________________________________
 OM1187* NAD 83(1991)-  43 37 11.05475(N)    089 36 13.09160(W)     ADJUSTED  
 OM1187* NAVD 88     -       262.     (meters)     860.     (feet)  SCALED    
 OM1187  ___________________________________________________________________
 OM1187  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 OM1187  GEOID HEIGHT-         -35.54  (meters)                     GEOID03
 OM1187
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1187
 OM1187.The geoid height was determined by GEOID03.
 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  =   0.99990430
 OM1187!UTM  16      -   0.99996450  x   1.00014287  =   1.00010736
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1187.See file dsdata.txt to determine how the superseded data were derived.
 OM1187
 OM1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP8992432933(NAD 83)
 OM1187_MARKER: DS = TRIANGULATION STATION DISK
 OM1187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 DH5588 ***********************************************************************
 DH5588  DESIGNATION -  BRIGGSVILLE GPS
 DH5588  PID         -  DH5588
 DH5588  STATE/COUNTY-  WI/COLUMBIA
 DH5588  USGS QUAD   -  PINE ISLAND (1979)
 DH5588
 DH5588                         *CURRENT SURVEY CONTROL
 DH5588  ___________________________________________________________________
 DH5588* NAD 83(1997)-  43 36 18.18471(N)    089 33 50.04149(W)     ADJUSTED  
 DH5588* NAVD 88     -                                                        
 DH5588  ___________________________________________________________________
 DH5588  X           -      35,209.870 (meters)                     COMP
 DH5588  Y           -  -4,625,865.464 (meters)                     COMP
 DH5588  Z           -   4,376,562.630 (meters)                     COMP
 DH5588  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 DH5588  ELLIP HEIGHT-         205.86  (meters)          (08/01/05) GPS OBS
 DH5588  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 DH5588
 DH5588  HORZ ORDER  -  FIRST
 DH5588  ELLP ORDER  -  SECOND    CLASS I
 DH5588
 DH5588.The horizontal coordinates were established by GPS observations
 DH5588.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5588
 DH5588
 DH5588.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5588
 DH5588.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5588
 DH5588.The ellipsoidal height was determined by GPS observations
 DH5588.and is referenced to NAD 83.
 DH5588
 DH5588.The geoid height was determined by GEOID03.
 DH5588
 DH5588;                    North         East     Units Scale Factor Converg.
 DH5588;SPC WI S     -   178,398.834   635,206.763   MT  0.99993886   +0 17 58.7
 DH5588;SPC WI S     -   585,296.84  2,084,007.52   sFT  0.99993886   +0 17 58.7
 DH5588;UTM  16      - 4,831,202.402   293,079.446   MT  1.00012668   -1 46 08.1
 DH5588
 DH5588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5588!SPC WI S     -   0.99996772  x   0.99993886  =   0.99990658
 DH5588!UTM  16      -   0.99996772  x   1.00012668  =   1.00009440
 DH5588
 DH5588                          SUPERSEDED SURVEY CONTROL
 DH5588
 DH5588.No superseded survey control is available for this station.
 DH5588
 DH5588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP9307931202(NAD 83)
 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 - August 14, 2003
 DH5588
 DH5588  HISTORY     - Date     Condition        Report By
 DH5588  HISTORY     - 1994     MONUMENTED       WI-021
 DH5588  HISTORY     - 20030814 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5235 ***********************************************************************
 DH5235  DESIGNATION -  BRIGHAM C GPS
 DH5235  PID         -  DH5235
 DH5235  STATE/COUNTY-  WI/IOWA
 DH5235  USGS QUAD   -  HOLLANDALE (1962)
 DH5235
 DH5235                         *CURRENT SURVEY CONTROL
 DH5235  ___________________________________________________________________
 DH5235* NAD 83(1997)-  42 57 48.04663(N)    089 55 02.31715(W)     ADJUSTED  
 DH5235* NAVD 88     -                                                        
 DH5235  ___________________________________________________________________
 DH5235  X           -       6,746.930 (meters)                     COMP
 DH5235  Y           -  -4,674,952.503 (meters)                     COMP
 DH5235  Z           -   4,324,735.133 (meters)                     COMP
 DH5235  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 DH5235  ELLIP HEIGHT-         311.50  (meters)          (08/01/05) GPS OBS
 DH5235  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 DH5235
 DH5235  HORZ ORDER  -  FIRST
 DH5235  ELLP ORDER  -  SECOND    CLASS I
 DH5235
 DH5235.The horizontal coordinates were established by GPS observations
 DH5235.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5235
 DH5235
 DH5235.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5235
 DH5235.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5235
 DH5235.The ellipsoidal height was determined by GPS observations
 DH5235.and is referenced to NAD 83.
 DH5235
 DH5235.The geoid height was determined by GEOID03.
 DH5235
 DH5235;                    North         East     Units Scale Factor Converg.
 DH5235;SPC WI S     -   107,022.085   606,746.343   MT  0.99996158   +0 03 24.5
 DH5235;SPC WI S     -   351,121.62  1,990,633.63   sFT  0.99996158   +0 03 24.5
 DH5235;UTM  16      - 4,760,874.639   262,066.089   MT  1.00029651   -1 59 21.0
 DH5235;UTM  15      - 4,761,356.441   751,423.057   MT  1.00037773   +2 06 07.4
 DH5235
 DH5235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5235!SPC WI S     -   0.99995115  x   0.99996158  =   0.99991273
 DH5235!UTM  16      -   0.99995115  x   1.00029651  =   1.00024765
 DH5235!UTM  15      -   0.99995115  x   1.00037773  =   1.00032886
 DH5235
 DH5235                          SUPERSEDED SURVEY CONTROL
 DH5235
 DH5235.No superseded survey control is available for this station.
 DH5235
 DH5235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN6206660875(NAD 83)
 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 - 2003
 DH5235
 DH5235  HISTORY     - Date     Condition        Report By
 DH5235  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5272 ***********************************************************************
 DH5272  DESIGNATION -  BRIGHAM N GPS
 DH5272  PID         -  DH5272
 DH5272  STATE/COUNTY-  WI/IOWA
 DH5272  USGS QUAD   -  BARNEVELD (1962)
 DH5272
 DH5272                         *CURRENT SURVEY CONTROL
 DH5272  ___________________________________________________________________
 DH5272* NAD 83(1997)-  43 02 44.94349(N)    089 54 21.11260(W)     ADJUSTED  
 DH5272* NAVD 88     -                                                        
 DH5272  ___________________________________________________________________
 DH5272  X           -       7,670.568 (meters)                     COMP
 DH5272  Y           -  -4,668,709.400 (meters)                     COMP
 DH5272  Z           -   4,331,442.725 (meters)                     COMP
 DH5272  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 DH5272  ELLIP HEIGHT-         321.93  (meters)          (08/01/05) GPS OBS
 DH5272  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 DH5272
 DH5272  HORZ ORDER  -  FIRST
 DH5272  ELLP ORDER  -  SECOND    CLASS I
 DH5272
 DH5272.The horizontal coordinates were established by GPS observations
 DH5272.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5272
 DH5272
 DH5272.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5272
 DH5272.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5272
 DH5272.The ellipsoidal height was determined by GPS observations
 DH5272.and is referenced to NAD 83.
 DH5272
 DH5272.The geoid height was determined by GEOID03.
 DH5272
 DH5272;                    North         East     Units Scale Factor Converg.
 DH5272;SPC WI S     -   116,184.645   607,669.813   MT  0.99995168   +0 03 52.9
 DH5272;SPC WI S     -   381,182.46  1,993,663.38   sFT  0.99995168   +0 03 52.9
 DH5272;UTM  16      - 4,770,001.425   263,316.756   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  =   1.00023869
 DH5272
 DH5272                          SUPERSEDED SURVEY CONTROL
 DH5272
 DH5272.No superseded survey control is available for this station.
 DH5272
 DH5272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN6331770001(NAD 83)
 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 - 2003
 DH5272
 DH5272  HISTORY     - Date     Condition        Report By
 DH5272  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5234 ***********************************************************************
 DH5234  DESIGNATION -  BRIGHAM S GPS
 DH5234  PID         -  DH5234
 DH5234  STATE/COUNTY-  WI/IOWA
 DH5234  USGS QUAD   -  HOLLANDALE (1962)
 DH5234
 DH5234                         *CURRENT SURVEY CONTROL
 DH5234  ___________________________________________________________________
 DH5234* NAD 83(1997)-  42 55 35.39996(N)    089 56 58.04054(W)     ADJUSTED  
 DH5234* NAVD 88     -                                                        
 DH5234  ___________________________________________________________________
 DH5234  X           -       4,126.554 (meters)                     COMP
 DH5234  Y           -  -4,677,759.491 (meters)                     COMP
 DH5234  Z           -   4,321,752.638 (meters)                     COMP
 DH5234  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 DH5234  ELLIP HEIGHT-         332.05  (meters)          (08/01/05) GPS OBS
 DH5234  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 DH5234
 DH5234  HORZ ORDER  -  FIRST
 DH5234  ELLP ORDER  -  SECOND    CLASS I
 DH5234
 DH5234.The horizontal coordinates were established by GPS observations
 DH5234.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5234
 DH5234
 DH5234.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5234
 DH5234.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5234
 DH5234.The ellipsoidal height was determined by GPS observations
 DH5234.and is referenced to NAD 83.
 DH5234
 DH5234.The geoid height was determined by GEOID03.
 DH5234
 DH5234;                    North         East     Units Scale Factor Converg.
 DH5234;SPC WI S     -   102,926.821   604,126.202   MT  0.99996666   +0 02 05.0
 DH5234;SPC WI S     -   337,685.75  1,982,037.38   sFT  0.99996666   +0 02 05.0
 DH5234;UTM  16      - 4,756,874.130   259,300.523   MT  1.00031281   -2 00 35.0
 DH5234;UTM  15      - 4,757,168.605   748,949.688   MT  1.00036251   +2 04 43.2
 DH5234
 DH5234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5234!SPC WI S     -   0.99994793  x   0.99996666  =   0.99991459
 DH5234!UTM  16      -   0.99994793  x   1.00031281  =   1.00026072
 DH5234!UTM  15      -   0.99994793  x   1.00036251  =   1.00031042
 DH5234
 DH5234                          SUPERSEDED SURVEY CONTROL
 DH5234
 DH5234.No superseded survey control is available for this station.
 DH5234
 DH5234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN5930156874(NAD 83)
 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 - 2003
 DH5234
 DH5234  HISTORY     - Date     Condition        Report By
 DH5234  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 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  USGS QUAD   -  UNION GROVE (1971)
 DG4828
 DG4828                         *CURRENT SURVEY CONTROL
 DG4828  ___________________________________________________________________
 DG4828* NAD 83(1997)-  42 37 57.49664(N)    088 06 40.41639(W)     ADJUSTED  
 DG4828* NAVD 88     -       255.03   (meters)     836.7    (feet)  GPS OBS   
 DG4828  ___________________________________________________________________
 DG4828  X           -     154,904.026 (meters)                     COMP
 DG4828  Y           -  -4,697,298.550 (meters)                     COMP
 DG4828  Z           -   4,297,715.615 (meters)                     COMP
 DG4828  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 DG4828  ELLIP HEIGHT-         220.55  (meters)          (04/02/04) GPS OBS
 DG4828  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 DG4828
 DG4828  HORZ ORDER  -  FIRST
 DG4828  ELLP ORDER  -  FOURTH    CLASS I
 DG4828
 DG4828.The horizontal coordinates were established by GPS observations
 DG4828.and adjusted by the WI DEPT OF TRANSP in April 2004..
 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.Photographs are available 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 DEFLEC99 derived deflections.
 DG4828
 DG4828.The ellipsoidal height was determined by GPS observations
 DG4828.and is referenced to NAD 83.
 DG4828
 DG4828.The geoid height was determined by GEOID03.
 DG4828
 DG4828;                    North         East     Units Scale Factor Converg.
 DG4828;SPC WI S     -    72,035.706   754,916.871   MT  1.00002182   +1 17 52.0
 DG4828;SPC WI S     -   236,337.15  2,476,756.43   sFT  1.00002182   +1 17 52.0
 DG4828;UTM  16      - 4,720,619.638   408,887.534   MT  0.99970213   -0 45 09.6
 DG4828
 DG4828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4828!SPC WI S     -   0.99996541  x   1.00002182  =   0.99998723
 DG4828!UTM  16      -   0.99996541  x   0.99970213  =   0.99966755
 DG4828
 DG4828                          SUPERSEDED SURVEY CONTROL
 DG4828
 DG4828.No superseded survey control is available for this station.
 DG4828
 DG4828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0888820620(NAD 83)
 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 - 2001
 DG4828
 DG4828  HISTORY     - Date     Condition        Report By
 DG4828  HISTORY     - 2001     MONUMENTED       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'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9477 ***********************************************************************
 DF9477  DESIGNATION -  BRIGHTON N GPS
 DF9477  PID         -  DF9477
 DF9477  STATE/COUNTY-  WI/KENOSHA
 DF9477  USGS QUAD   -  ROCHESTER (1976)
 DF9477
 DF9477                         *CURRENT SURVEY CONTROL
 DF9477  ___________________________________________________________________
 DF9477* NAD 83(1997)-  42 39 18.60982(N)    088 09 46.60071(W)     ADJUSTED  
 DF9477* NAVD 88     -       241.159  (meters)     791.20   (feet)  ADJUSTED  
 DF9477  ___________________________________________________________________
 DF9477  X           -     150,609.278 (meters)                     COMP
 DF9477  Y           -  -4,695,731.520 (meters)                     COMP
 DF9477  Z           -   4,299,547.397 (meters)                     COMP
 DF9477  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 DF9477  ELLIP HEIGHT-         206.71  (meters)          (04/02/04) GPS OBS
 DF9477  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 DF9477  DYNAMIC HT  -         241.086 (meters)     790.96  (feet)  COMP
 DF9477  MODELED GRAV-     980,313.0   (mgal)                       NAVD 88
 DF9477
 DF9477  HORZ ORDER  -  FIRST
 DF9477  VERT ORDER  -  SECOND    CLASS I
 DF9477  ELLP ORDER  -  FOURTH    CLASS I
 DF9477
 DF9477.The horizontal coordinates were established by GPS observations
 DF9477.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DF9477
 DF9477.The orthometric height was determined by differential leveling
 DF9477.and adjusted by the National Geodetic Survey in February 2004..
 DF9477
 DF9477.Photographs are available 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 DEFLEC99 derived deflections.
 DF9477
 DF9477.The ellipsoidal height was determined by GPS observations
 DF9477.and is referenced to NAD 83.
 DF9477
 DF9477.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF9477;SPC WI S     -    74,443.304   750,620.539   MT  1.00001668   +1 15 44.1
 DF9477;SPC WI S     -   244,236.07  2,462,660.89   sFT  1.00001668   +1 15 44.1
 DF9477;UTM  16      - 4,723,178.610   404,681.406   MT  0.99971178   -0 47 17.0
 DF9477
 DF9477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9477!SPC WI S     -   0.99996758  x   1.00001668  =   0.99998426
 DF9477!UTM  16      -   0.99996758  x   0.99971178  =   0.99967937
 DF9477
 DF9477                          SUPERSEDED SURVEY CONTROL
 DF9477
 DF9477  NAVD 88 (04/02/04)  241.16   (m)          791.2    (f) LEVELING    3  
 DF9477
 DF9477.Superseded values are not recommended for survey control.
 DF9477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9477.See file dsdata.txt to determine how the superseded data were derived.
 DF9477
 DF9477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0468123179(NAD 83)
 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 - 2001
 DF9477
 DF9477  HISTORY     - Date     Condition        Report By
 DF9477  HISTORY     - 2001     MONUMENTED       WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 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  USGS QUAD   -  SILVER LAKE (1987)
 DG4829
 DG4829                         *CURRENT SURVEY CONTROL
 DG4829  ___________________________________________________________________
 DG4829* NAD 83(1997)-  42 36 02.35713(N)    088 10 57.42059(W)     ADJUSTED  
 DG4829* NAVD 88     -       233.18   (meters)     765.0    (feet)  GPS OBS   
 DG4829  ___________________________________________________________________
 DG4829  X           -     149,126.900 (meters)                     COMP
 DG4829  Y           -  -4,699,876.384 (meters)                     COMP
 DG4829  Z           -   4,295,086.243 (meters)                     COMP
 DG4829  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 DG4829  ELLIP HEIGHT-         198.79  (meters)          (04/02/04) GPS OBS
 DG4829  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 DG4829
 DG4829  HORZ ORDER  -  FIRST
 DG4829  ELLP ORDER  -  FOURTH    CLASS I
 DG4829
 DG4829.The horizontal coordinates were established by GPS observations
 DG4829.and adjusted by the WI DEPT OF TRANSP in April 2004..
 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.Photographs are available 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 DEFLEC99 derived deflections.
 DG4829
 DG4829.The ellipsoidal height was determined by GPS observations
 DG4829.and is referenced to NAD 83.
 DG4829
 DG4829.The geoid height was determined by GEOID03.
 DG4829
 DG4829;                    North         East     Units Scale Factor Converg.
 DG4829;SPC WI S     -    68,353.475   749,139.844   MT  1.00002939   +1 14 55.4
 DG4829;SPC WI S     -   224,256.36  2,457,802.97   sFT  1.00002939   +1 14 55.4
 DG4829;UTM  16      - 4,717,147.505   402,984.363   MT  0.99971580   -0 48 02.0
 DG4829
 DG4829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4829!SPC WI S     -   0.99996882  x   1.00002939  =   0.99999821
 DG4829!UTM  16      -   0.99996882  x   0.99971580  =   0.99968463
 DG4829
 DG4829                          SUPERSEDED SURVEY CONTROL
 DG4829
 DG4829.No superseded survey control is available for this station.
 DG4829
 DG4829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0298417148(NAD 83)
 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 - 2001
 DG4829
 DG4829  HISTORY     - Date     Condition        Report By
 DG4829  HISTORY     - 2001     MONUMENTED       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'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0907 ***********************************************************************
 PN0907  DESIGNATION -  BRILLION
 PN0907  PID         -  PN0907
 PN0907  STATE/COUNTY-  WI/MANITOWOC
 PN0907  USGS QUAD   -  BRILLION (1992)
 PN0907
 PN0907                         *CURRENT SURVEY CONTROL
 PN0907  ___________________________________________________________________
 PN0907* NAD 83(1997)-  44 10 47.53115(N)    088 02 15.55577(W)     ADJUSTED  
 PN0907* NAVD 88     -       271.072  (meters)     889.34   (feet)  ADJUSTED  
 PN0907  ___________________________________________________________________
 PN0907  X           -     156,891.096 (meters)                     COMP
 PN0907  Y           -  -4,579,051.935 (meters)                     COMP
 PN0907  Z           -   4,422,610.373 (meters)                     COMP
 PN0907  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 PN0907  ELLIP HEIGHT-         235.06  (meters)          (06/11/03) GPS OBS
 PN0907  GEOID HEIGHT-         -36.01  (meters)                     GEOID03
 PN0907  DYNAMIC HT  -         271.028 (meters)     889.20  (feet)  COMP
 PN0907  MODELED GRAV-     980,447.4   (mgal)                       NAVD 88
 PN0907
 PN0907  HORZ ORDER  -  B
 PN0907  VERT ORDER  -  SECOND    CLASS I
 PN0907  ELLP ORDER  -  FOURTH    CLASS I
 PN0907
 PN0907.The horizontal coordinates were established by GPS observations
 PN0907.and adjusted by the WI DEPT OF TRANSP in June 2003..
 PN0907
 PN0907.The orthometric height was determined by differential leveling
 PN0907.and adjusted by the National Geodetic Survey in May 2003..
 PN0907.No vertical observational check was made to the 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 DEFLEC99 derived deflections.
 PN0907
 PN0907.The ellipsoidal height was determined by GPS observations
 PN0907.and is referenced to NAD 83.
 PN0907
 PN0907.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PN0907;SPC WI S     -   244,019.541   756,905.433   MT  1.00002496   +1 20 54.0
 PN0907;SPC WI S     -   800,587.44  2,483,280.57   sFT  1.00002496   +1 20 54.0
 PN0907;SPC WI C     -    40,402.573   756,902.923   MT  1.00001400   +1 23 04.5
 PN0907;SPC WI C     -   132,554.11  2,483,272.34   sFT  1.00001400   +1 23 04.5
 PN0907;UTM  16      - 4,892,374.344   417,058.589   MT  0.99968460   -0 43 23.5
 PN0907
 PN0907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0907!SPC WI S     -   0.99996314  x   1.00002496  =   0.99998810
 PN0907!SPC WI C     -   0.99996314  x   1.00001400  =   0.99997714
 PN0907!UTM  16      -   0.99996314  x   0.99968460  =   0.99964776
 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(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 (06/11/03)  271.07   (m)          889.3    (f) LEVELING    3  
 PN0907
 PN0907.Superseded values are not recommended for survey control.
 PN0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0907.See file dsdata.txt to determine how the superseded data were derived.
 PN0907
 PN0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1705992374(NAD 83)
 PN0907_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 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 - September 06, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 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  USGS QUAD   -  HILBERT (1992)
 DF5985
 DF5985                         *CURRENT SURVEY CONTROL
 DF5985  ___________________________________________________________________
 DF5985* NAD 83(1997)-  44 12 28.87958(N)    088 09 15.09652(W)     ADJUSTED  
 DF5985* NAVD 88     -       256.34   (meters)     841.0    (feet)  GPS OBS   
 DF5985  ___________________________________________________________________
 DF5985  X           -     147,506.446 (meters)                     COMP
 DF5985  Y           -  -4,577,171.415 (meters)                     COMP
 DF5985  Z           -   4,424,842.996 (meters)                     COMP
 DF5985  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 DF5985  ELLIP HEIGHT-         220.27  (meters)          (06/11/03) GPS OBS
 DF5985  GEOID HEIGHT-         -36.08  (meters)                     GEOID03
 DF5985
 DF5985  HORZ ORDER  -  FIRST
 DF5985  ELLP ORDER  -  THIRD     CLASS I
 DF5985
 DF5985.The horizontal coordinates were established by GPS observations
 DF5985.and adjusted by the National Geodetic Survey in June 2003..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5985
 DF5985.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5985
 DF5985.The ellipsoidal height was determined by GPS observations
 DF5985.and is referenced to NAD 83.
 DF5985
 DF5985.The geoid height was determined by GEOID03.
 DF5985
 DF5985;                    North         East     Units Scale Factor Converg.
 DF5985;SPC WI S     -   246,934.265   747,519.518   MT  1.00003178   +1 16 05.7
 DF5985;SPC WI S     -   810,150.17  2,452,486.95   sFT  1.00003178   +1 16 05.7
 DF5985;UTM  16      - 4,895,625.477   407,787.309   MT  0.99970458   -0 48 17.4
 DF5985
 DF5985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5985!SPC WI S     -   0.99996546  x   1.00003178  =   0.99999724
 DF5985!UTM  16      -   0.99996546  x   0.99970458  =   0.99967005
 DF5985
 DF5985                          SUPERSEDED SURVEY CONTROL
 DF5985
 DF5985.No superseded survey control is available for this station.
 DF5985
 DF5985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0778795625(NAD 83)
 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 - August 17, 2005
 DF5985
 DF5985  HISTORY     - Date     Condition        Report By
 DF5985  HISTORY     - 2001     MONUMENTED       WIDT
 DF5985  HISTORY     - 20030630 GOOD             USPSQD
 DF5985  HISTORY     - 20050817 GOOD             WIDT
 DF5985
 DF5985                          STATION DESCRIPTION
 DF5985
 DF5985'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF5985'THE STATION IS LOCATED ABOUT 42 KM WEST-NORTHWEST OF MANITOWOC, 37 KM
 DF5985'SOUTH-SOUTHWEST OF GREEN BAY, AND 22 KM SOUTHEAST OF APPLETON.
 DF5985'OWNERSHIP--WISCONSIN
 DF5985'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 DF5985'OF OF US
 DF5985'HIGHWAY 10 WITH STATE HIGHWAY 32 AND STATE HIGHWAY 57 ABOUT 11 KM
 DF5985'SOUTHEAST OF THE
 DF5985'CITY OF KAUKAUNA, GO SOUTH ON STATE HIGHWAY 32 AND STATE HIGHWAY 57
 DF5985'FOR 0.4 KM TO THE
 DF5985'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF5985'TRANSPORTATION
 DF5985'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF5985'DIAMETER CONCRETE POST
 DF5985'SET TO A DEPTH OF 2.4 M AND ABOUT 1.0 M BELOW THE HIGHWAY PAVEMENT.
 DF5985'THE STATION IS 12.9 M
 DF5985'EAST OF THE CENTERLINE OF STATE HIGHWAY 32 AND STATE HIGHWAY 57, 39.0
 DF5985'M SOUTH OF A
 DF5985'POST FOR A --JCT HIGHWAY 10-- SIGN, 30.0 M NORTH OF A WOOD POST FOR A
 DF5985'--SPEED LIMIT 45-- SIGN,
 DF5985'1 M WEST OF A CULTIVATED FIELD, 0.6 M WEST OF A WHITE PLASTIC WITNESS
 DF5985'POST, 1.0 M EAST, 1.0
 DF5985'M SOUTH, AND 1.0 M NORTH OF THREE 4X4 ORANGE PLASTIC WITNESS POSTS.
 DF5985'---NOTE---THIS
 DF5985'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DF5985'ABOVE THE
 DF5985'HORIZON.
 DF5985' 
 DF5985' 
 DF5985' 
 DF5985' 
 DF5985' 
 DF5985' 
 DF5985'
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0908 ***********************************************************************
 PN0908  DESIGNATION -  BRILLION MUNICIPAL TANK
 PN0908  PID         -  PN0908
 PN0908  STATE/COUNTY-  WI/CALUMET
 PN0908  USGS QUAD   -  BRILLION (1992)
 PN0908
 PN0908                         *CURRENT SURVEY CONTROL
 PN0908  ___________________________________________________________________
 PN0908* NAD 83(1991)-  44 10 35.44913(N)    088 03 46.54618(W)     ADJUSTED  
 PN0908* NAVD 88     -                                                        
 PN0908  ___________________________________________________________________
 PN0908  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 PN0908  GEOID HEIGHT-         -36.02  (meters)                     GEOID03
 PN0908
 PN0908  HORZ ORDER  -  THIRD
 PN0908
 PN0908.The horizontal coordinates were established by classical geodetic methods
 PN0908.and adjusted by the National Geodetic Survey in November 1991..
 PN0908
 PN0908
 PN0908.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0908
 PN0908.The geoid height was determined by GEOID03.
 PN0908
 PN0908;                    North         East     Units Scale Factor Converg.
 PN0908;SPC WI S     -   243,599.463   754,893.511   MT  1.00002417   +1 19 51.5
 PN0908;SPC WI S     -   799,209.24  2,476,679.79   sFT  1.00002417   +1 19 51.5
 PN0908;SPC WI C     -    39,981.234   754,891.286   MT  1.00001470   +1 22 00.3
 PN0908;SPC WI C     -   131,171.77  2,476,672.49   sFT  1.00001470   +1 22 00.3
 PN0908;UTM  16      - 4,892,027.386   415,033.481   MT  0.99968879   -0 44 26.8
 PN0908
 PN0908                          SUPERSEDED SURVEY CONTROL
 PN0908
 PN0908  NAD 83(1986)-  44 10 35.44068(N)    088 03 46.53977(W) AD(       ) 4
 PN0908  NAD 27      -  44 10 35.46700(N)    088 03 46.18300(W) AD(       ) 3
 PN0908
 PN0908.Superseded values are not recommended for survey control.
 PN0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0908.See file dsdata.txt to determine how the superseded data were derived.
 PN0908
 PN0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1503392027(NAD 83)
 PN0908
 PN0908  HISTORY     - Date     Condition        Report By
 PN0908  HISTORY     - 1953     MONUMENTED       CGS
 PN0908  HISTORY     - 19950511 MARK NOT FOUND   USPSQD
 PN0908  HISTORY     - 20000806 MARK NOT FOUND   USPSQD
 PN0908
 PN0908                          STATION DESCRIPTION
 PN0908
 PN0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PN0908'STATION IS THE CENTER OF THE TOP OF THE TANK, LOCATED ABOUT 300
 PN0908'FEET NORTH OF THE INTERSECTION OF CLEVELAND ST. AND EAST WATER
 PN0908'ST.  THE TANK IS A FOUR-LEGGED STEEL STRUCTURE ABOUT 135 FEET
 PN0908'HIGH, IS PAINTED SILVER AND HAS THE LEGEND BRILLION ON THE NORTH
 PN0908'AND SOUTH SIDE.
 PN0908
 PN0908                          STATION RECOVERY (1995)
 PN0908
 PN0908'RECOVERY NOTE BY US POWER SQUADRON 1995
 PN0908'MARK NOT FOUND.
 PN0908
 PN0908                          STATION RECOVERY (2000)
 PN0908
 PN0908'RECOVERY NOTE BY US POWER SQUADRON 2000 (JLC)
 PN0908'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 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  USGS QUAD   -  BRILLION (1992)
 DF6116
 DF6116                         *CURRENT SURVEY CONTROL
 DF6116  ___________________________________________________________________
 DF6116* NAD 83(1997)-  44 10 11.27377(N)    088 06 16.93744(W)     ADJUSTED  
 DF6116* NAVD 88     -       246.95   (meters)     810.2    (feet)  GPS OBS   
 DF6116  ___________________________________________________________________
 DF6116  X           -     151,557.568 (meters)                     COMP
 DF6116  Y           -  -4,579,994.551 (meters)                     COMP
 DF6116  Z           -   4,421,790.892 (meters)                     COMP
 DF6116  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 DF6116  ELLIP HEIGHT-         210.93  (meters)          (06/11/03) GPS OBS
 DF6116  GEOID HEIGHT-         -36.03  (meters)                     GEOID03
 DF6116
 DF6116  HORZ ORDER  -  FIRST
 DF6116  ELLP ORDER  -  THIRD     CLASS I
 DF6116
 DF6116.The horizontal coordinates were established by GPS observations
 DF6116.and adjusted by the National Geodetic Survey in June 2003..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6116
 DF6116.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6116
 DF6116.The ellipsoidal height was determined by GPS observations
 DF6116.and is referenced to NAD 83.
 DF6116
 DF6116.The geoid height was determined by GEOID03.
 DF6116
 DF6116;                    North         East     Units Scale Factor Converg.
 DF6116;SPC WI S     -   242,776.693   751,570.579   MT  1.00002258   +1 18 08.1
 DF6116;SPC WI S     -   796,509.87  2,465,777.81   sFT  1.00002258   +1 18 08.1
 DF6116;UTM  16      - 4,891,325.522   411,684.085   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                          SUPERSEDED SURVEY CONTROL
 DF6116
 DF6116.No superseded survey control is available for this station.
 DF6116
 DF6116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1168491326(NAD 83)
 DF6116_MARKER: DD = SURVEY DISK
 DF6116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6116_STAMPING: BRILLION E 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 - August 17, 2005
 DF6116
 DF6116  HISTORY     - Date     Condition        Report By
 DF6116  HISTORY     - 2001     MONUMENTED       WIDT
 DF6116  HISTORY     - 20030630 GOOD             USPSQD
 DF6116  HISTORY     - 20050817 GOOD             WIDT
 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'SOUTHWEST OF
 DF6116'KAUKAUNA, AND 16 KM NORTH-NORTHEAST OF CHILTON.  OWNERSHIP--WISCONSIN
 DF6116'DEPARTMENT OF
 DF6116'NATURAL RESOURCES.  TO REACH THE STATION FROM THE JUNCTION OF US
 DF6116'HIGHWAY 10 WITH
 DF6116'STATE HIGHWAY 32 ABOUT 18 KM SOUTHEAST OF KAUKAUNA, GO EAST ON US
 DF6116'HIGHWAY 10 FOR 5 KM
 DF6116'TO BASTIAN ROAD, TURN RIGHT AND GO SOUTH ON BASTIAN ROAD FOR 1.6 KM TO
 DF6116'CENTER ROAD,
 DF6116'CONTINUE SOUTH ON BASTIAN ROAD FOR 1.0 KM TO A GRAVEL PARKING LOT ON
 DF6116'THE RIGHT,
 DF6116'CONTINUE SOUTH FOR 0.2 KM TO THE STATION IN THE SOUTHWEST QUADRANT OF
 DF6116'THE PARKING LOT.
 DF6116'THE STATION IS A BRASS WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DF6116'SURVEY
 DF6116'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DF6116'ABOUT 0.5
 DF6116'M ABOVE THE GRAVEL OF THE PARKING LOT.  THE STATION IS 30 M WEST OF
 DF6116'THE CENTERLINE OF
 DF6116'BASTIAN ROAD, 5.6 KM SOUTH-SOUTHWEST OF A PRIVATE ENTRANCE --N8784
 DF6116'BASTIAN ST--, 34.5 M
 DF6116'WEST-NORTHWEST OF THE SOUTHERNMOST ORANGE AND WHITE ROAD BLOCK POST,
 DF6116'23.3 M
 DF6116'NORTHWEST OF THE WESTERNMOST END OF A 65-CM DIAMETER CORRUGATED METAL
 DF6116'CULVERT
 DF6116'PIPE, 2 M WEST OF THE EDGE OF A GRAVEL PARKING LOT, 1.0 M EAST, 1.0 M
 DF6116'SOUTH, AND 1.0 M NORTH
 DF6116'OF THREE 4X4 ORANGE PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS
 DF6116'NO VISIBLE
 DF6116'OBSTRUCTIONS EXTENDING HIGHER THAN 10 DEGREES ABOVE THE HORIZON.
 DF6116' 
 DF6116' 
 DF6116' 
 DF6116' 
 DF6116' 
 DF6116' 
 DF6116' 
 DF6116' 
 DF6116'
 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).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5450 ***********************************************************************
 DH5450  DESIGNATION -  BRISTOL C GPS
 DH5450  PID         -  DH5450
 DH5450  STATE/COUNTY-  WI/DANE
 DH5450  USGS QUAD   -  SUN PRAIRIE (1982)
 DH5450
 DH5450                         *CURRENT SURVEY CONTROL
 DH5450  ___________________________________________________________________
 DH5450* NAD 83(1997)-  43 13 40.05300(N)    089 10 13.24897(W)     ADJUSTED  
 DH5450* NAVD 88     -                                                        
 DH5450  ___________________________________________________________________
 DH5450  X           -      67,400.471 (meters)                     COMP
 DH5450  Y           -  -4,654,346.213 (meters)                     COMP
 DH5450  Z           -   4,346,141.571 (meters)                     COMP
 DH5450  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 DH5450  ELLIP HEIGHT-         242.51  (meters)          (08/01/05) GPS OBS
 DH5450  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 DH5450
 DH5450  HORZ ORDER  -  FIRST
 DH5450  ELLP ORDER  -  SECOND    CLASS I
 DH5450
 DH5450.The horizontal coordinates were established by GPS observations
 DH5450.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5450
 DH5450
 DH5450.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5450
 DH5450.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5450
 DH5450.The ellipsoidal height was determined by GPS observations
 DH5450.and is referenced to NAD 83.
 DH5450
 DH5450.The geoid height was determined by GEOID03.
 DH5450
 DH5450;                    North         East     Units Scale Factor Converg.
 DH5450;SPC WI S     -   136,731.017   667,394.917   MT  0.99993711   +0 34 12.2
 DH5450;SPC WI S     -   448,591.68  2,189,611.49   sFT  0.99993711   +0 34 12.2
 DH5450;UTM  16      - 4,788,398.128   323,750.820   MT  0.99998214   -1 29 12.7
 DH5450
 DH5450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5450!SPC WI S     -   0.99996197  x   0.99993711  =   0.99989908
 DH5450!UTM  16      -   0.99996197  x   0.99998214  =   0.99994411
 DH5450
 DH5450                          SUPERSEDED SURVEY CONTROL
 DH5450
 DH5450.No superseded survey control is available for this station.
 DH5450
 DH5450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2375188398(NAD 83)
 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 - 2003
 DH5450
 DH5450  HISTORY     - Date     Condition        Report By
 DH5450  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9453 ***********************************************************************
 DF9453  DESIGNATION -  BRISTOL E GPS
 DF9453  PID         -  DF9453
 DF9453  STATE/COUNTY-  WI/KENOSHA
 DF9453  USGS QUAD   -  PADDOCK LAKE (1976)
 DF9453
 DF9453                         *CURRENT SURVEY CONTROL
 DF9453  ___________________________________________________________________
 DF9453* NAD 83(1997)-  42 32 17.69024(N)    088 00 01.60269(W)     ADJUSTED  
 DF9453* NAVD 88     -       211.576  (meters)     694.15   (feet)  ADJUSTED  
 DF9453  ___________________________________________________________________
 DF9453  X           -     164,232.433 (meters)                     COMP
 DF9453  Y           -  -4,704,049.493 (meters)                     COMP
 DF9453  Z           -   4,289,965.910 (meters)                     COMP
 DF9453  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 DF9453  ELLIP HEIGHT-         177.07  (meters)          (04/02/04) GPS OBS
 DF9453  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 DF9453  DYNAMIC HT  -         211.509 (meters)     693.93  (feet)  COMP
 DF9453  MODELED GRAV-     980,301.2   (mgal)                       NAVD 88
 DF9453
 DF9453  HORZ ORDER  -  FIRST
 DF9453  VERT ORDER  -  SECOND    CLASS I
 DF9453  ELLP ORDER  -  FOURTH    CLASS I
 DF9453
 DF9453.The horizontal coordinates were established by GPS observations
 DF9453.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DF9453
 DF9453.The orthometric height was determined by differential leveling
 DF9453.and adjusted by the National Geodetic Survey in February 2004..
 DF9453
 DF9453.Photographs are available 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 DEFLEC99 derived deflections.
 DF9453
 DF9453.The ellipsoidal height was determined by GPS observations
 DF9453.and is referenced to NAD 83.
 DF9453
 DF9453.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF9453;SPC WI S     -    61,764.861   764,252.878   MT  1.00004504   +1 22 26.0
 DF9453;SPC WI S     -   202,640.21  2,507,386.32   sFT  1.00004504   +1 22 26.0
 DF9453;UTM  16      - 4,710,024.957   417,847.039   MT  0.99968304   -0 40 35.1
 DF9453
 DF9453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9453!SPC WI S     -   0.99997223  x   1.00004504  =   1.00001727
 DF9453!UTM  16      -   0.99997223  x   0.99968304  =   0.99965528
 DF9453
 DF9453                          SUPERSEDED SURVEY CONTROL
 DF9453
 DF9453  NAVD 88 (04/02/04)  211.58   (m)          694.2    (f) LEVELING    3  
 DF9453
 DF9453.Superseded values are not recommended for survey control.
 DF9453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9453.See file dsdata.txt to determine how the superseded data were derived.
 DF9453
 DF9453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1784710025(NAD 83)
 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 - 2001
 DF9453
 DF9453  HISTORY     - Date     Condition        Report By
 DF9453  HISTORY     - 2001     MONUMENTED       WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4830 ***********************************************************************
 DG4830  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4830  DESIGNATION -  BRISTOL GPS
 DG4830  PID         -  DG4830
 DG4830  STATE/COUNTY-  WI/KENOSHA
 DG4830  USGS QUAD   -  PLEASANT PRAIRIE (1971)
 DG4830
 DG4830                         *CURRENT SURVEY CONTROL
 DG4830  ___________________________________________________________________
 DG4830* NAD 83(1997)-  42 30 01.80905(N)    087 59 26.13185(W)     ADJUSTED  
 DG4830* NAVD 88     -       236.90   (meters)     777.2    (feet)  GPS OBS   
 DG4830  ___________________________________________________________________
 DG4830  X           -     165,141.391 (meters)                     COMP
 DG4830  Y           -  -4,706,871.875 (meters)                     COMP
 DG4830  Z           -   4,286,892.646 (meters)                     COMP
 DG4830  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 DG4830  ELLIP HEIGHT-         202.43  (meters)          (04/02/04) GPS OBS
 DG4830  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 DG4830
 DG4830  HORZ ORDER  -  FIRST
 DG4830  ELLP ORDER  -  FOURTH    CLASS I
 DG4830
 DG4830.The horizontal coordinates were established by GPS observations
 DG4830.and adjusted by the WI DEPT OF TRANSP in April 2004..
 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.Photographs are available 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 DEFLEC99 derived deflections.
 DG4830
 DG4830.The ellipsoidal height was determined by GPS observations
 DG4830.and is referenced to NAD 83.
 DG4830
 DG4830.The geoid height was determined by GEOID03.
 DG4830
 DG4830;                    North         East     Units Scale Factor Converg.
 DG4830;SPC WI S     -    57,592.507   765,163.125   MT  1.00005507   +1 22 50.4
 DG4830;SPC WI S     -   188,951.42  2,510,372.69   sFT  1.00005507   +1 22 50.4
 DG4830;UTM  16      - 4,705,824.256   418,607.162   MT  0.99968151   -0 40 09.4
 DG4830
 DG4830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4830!SPC WI S     -   0.99996825  x   1.00005507  =   1.00002332
 DG4830!UTM  16      -   0.99996825  x   0.99968151  =   0.99964977
 DG4830
 DG4830                          SUPERSEDED SURVEY CONTROL
 DG4830
 DG4830.No superseded survey control is available for this station.
 DG4830
 DG4830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1860705824(NAD 83)
 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 - 2001
 DG4830
 DG4830  HISTORY     - Date     Condition        Report By
 DG4830  HISTORY     - 2001     MONUMENTED       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'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 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  USGS QUAD   -  PADDOCK LAKE (1976)
 DG4831
 DG4831                         *CURRENT SURVEY CONTROL
 DG4831  ___________________________________________________________________
 DG4831* NAD 83(1997)-  42 34 57.38227(N)    088 01 25.25234(W)     ADJUSTED  
 DG4831* NAVD 88     -       213.61   (meters)     700.8    (feet)  GPS OBS   
 DG4831  ___________________________________________________________________
 DG4831  X           -     162,209.826 (meters)                     COMP
 DG4831  Y           -  -4,700,786.230 (meters)                     COMP
 DG4831  Z           -   4,293,596.845 (meters)                     COMP
 DG4831  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 DG4831  ELLIP HEIGHT-         179.08  (meters)          (04/02/04) GPS OBS
 DG4831  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 DG4831
 DG4831  HORZ ORDER  -  FIRST
 DG4831  ELLP ORDER  -  FOURTH    CLASS I
 DG4831
 DG4831.The horizontal coordinates were established by GPS observations
 DG4831.and adjusted by the WI DEPT OF TRANSP in April 2004..
 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.Photographs are available 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 DEFLEC99 derived deflections.
 DG4831
 DG4831.The ellipsoidal height was determined by GPS observations
 DG4831.and is referenced to NAD 83.
 DG4831
 DG4831.The geoid height was determined by GEOID03.
 DG4831
 DG4831;                    North         East     Units Scale Factor Converg.
 DG4831;SPC WI S     -    66,645.739   762,227.743   MT  1.00003380   +1 21 28.6
 DG4831;SPC WI S     -   218,653.56  2,500,742.19   sFT  1.00003380   +1 21 28.6
 DG4831;UTM  16      - 4,714,973.414   415,998.494   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  =   1.00000571
 DG4831!UTM  16      -   0.99997192  x   0.99968681  =   0.99965873
 DG4831
 DG4831                          SUPERSEDED SURVEY CONTROL
 DG4831
 DG4831.No superseded survey control is available for this station.
 DG4831
 DG4831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1599814973(NAD 83)
 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 - 2001
 DG4831
 DG4831  HISTORY     - Date     Condition        Report By
 DG4831  HISTORY     - 2001     MONUMENTED       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'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0986 ***********************************************************************
 NH0986  DESIGNATION -  BRISTOL RM
 NH0986  PID         -  NH0986
 NH0986  STATE/COUNTY-  WI/KENOSHA
 NH0986  USGS QUAD   -  PADDOCK LAKE (1976)
 NH0986
 NH0986                         *CURRENT SURVEY CONTROL
 NH0986  ___________________________________________________________________
 NH0986* NAD 83(1991)-  42 32 52.09474(N)    088 02 08.09962(W)     ADJUSTED  
 NH0986* NAVD 88     -       249.     (meters)     817.     (feet)  SCALED    
 NH0986  ___________________________________________________________________
 NH0986  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 NH0986  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 NH0986
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0986
 NH0986.The geoid height was determined by GEOID03.
 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;SPC IL E     -   652,993.372   324,455.511   MT  0.99998236   +0 12 04.8
 NH0986;SPC IL E     - 2,142,362.42  1,064,484.46   sFT  0.99998236   +0 12 04.8
 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     -   0.99996637  x   1.00004257  =   1.00000894
 NH0986!SPC IL E     -   0.99996637  x   0.99998236  =   0.99994873
 NH0986!UTM  16      -   0.99996637  x   0.99968894  =   0.99965532
 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                                   1352627.6 |
 NH0986| NH1045 GRAYS LAKE MUNICIPAL TANK           APPROX.22.4 KM 1810219.1 |
 NH0986| NH1044 ROUND LAKE MUNICIPAL TANK           APPROX.21.9 KM 1924113.0 |
 NH0986| NH1033 ANTIOCH MUNICIPAL TANK              APPROX. 9.2 KM 2133344.4 |
 NH0986| NH0988 NEW MUNSTER ALPHONSE CHURCH         APPROX.16.1 KM 2830459.8 |
 NH0986| CI9090 BRISTOL RM RM 2                      37.490 METERS 29953     |
 NH0986| NH0993 BURLINGTON ST MARYS CH SPIRE        APPROX.24.7 KM 3051432.3 |
 NH0986| NH0983 SOUTHERN WIS EPILEPTIC COL STK      APPROX.16.7 KM 3460253.3 |
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0986.See file dsdata.txt to determine how the superseded data were derived.
 NH0986
 NH0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1497511121(NAD 83)
 NH0986_MARKER: DS = TRIANGULATION STATION DISK
 NH0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 NH0985 ***********************************************************************
 NH0985  DESIGNATION -  BRISTOL USLS 1873
 NH0985  PID         -  NH0985
 NH0985  STATE/COUNTY-  WI/KENOSHA
 NH0985  USGS QUAD   -  PADDOCK LAKE (1976)
 NH0985
 NH0985                         *CURRENT SURVEY CONTROL
 NH0985  ___________________________________________________________________
 NH0985* NAD 83(1991)-  42 32 51.58708(N)    088 02 08.48206(W)     ADJUSTED  
 NH0985* NAVD 88     -       248.     (meters)     814.     (feet)  SCALED    
 NH0985  ___________________________________________________________________
 NH0985  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 NH0985  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 NH0985
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0985
 NH0985.The geoid height was determined by GEOID03.
 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;SPC IL E     -   652,977.677   324,446.840   MT  0.99998235   +0 12 04.6
 NH0985;SPC IL E     - 2,142,310.93  1,064,456.01   sFT  0.99998235   +0 12 04.6
 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!SPC IL E     -   0.99996653  x   0.99998235  =   0.99994888
 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 21.5
 NH0985:SPC IL E     -  DOVER RESET                              343 55 15.8
 NH0985:UTM  16      -  DOVER RESET                              344 49 21.8
 NH0985
 NH0985|---------------------------------------------------------------------|
 NH0985| PID    Reference Object                     Distance      Geod. Az  |
 NH0985|                                                           dddmmss.s |
 NH0985| NH0980 DOVER RESET                         APPROX.14.6 KM 3440720.4 |
 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
 NH0985.Superseded values are not recommended for survey control.
 NH0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0985.See file dsdata.txt to determine how the superseded data were derived.
 NH0985
 NH0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1496611105(NAD 83)
 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 = OCTOBER  7, 2006
 NH1374 ***********************************************************************
 NH1374  DESIGNATION -  BROD
 NH1374  PID         -  NH1374
 NH1374  STATE/COUNTY-  WI/GREEN
 NH1374  USGS QUAD   -  BRODHEAD WEST (1982)
 NH1374
 NH1374                         *CURRENT SURVEY CONTROL
 NH1374  ___________________________________________________________________
 NH1374* NAD 83(1991)-  42 37 01.48961(N)    089 22 44.68725(W)     ADJUSTED  
 NH1374* NAVD 88     -       244.     (meters)     801.     (feet)  SCALED    
 NH1374  ___________________________________________________________________
 NH1374  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 NH1374  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 NH1374
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1374
 NH1374.The geoid height was determined by GEOID03.
 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     -   0.99996704  x   1.00002547  =   0.99999251
 NH1374!UTM  16      -   0.99996704  x   1.00006842  =   1.00003546
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1374.See file dsdata.txt to determine how the superseded data were derived.
 NH1374
 NH1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0488121037(NAD 83)
 NH1374_MARKER: DS = TRIANGULATION STATION DISK
 NH1374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 DF9437 ***********************************************************************
 DF9437  DESIGNATION -  BRODHEAD GPS
 DF9437  PID         -  DF9437
 DF9437  STATE/COUNTY-  WI/GREEN
 DF9437  USGS QUAD   -  BRODHEAD EAST (1971)
 DF9437
 DF9437                         *CURRENT SURVEY CONTROL
 DF9437  ___________________________________________________________________
 DF9437* NAD 83(1997)-  42 36 46.65879(N)    089 22 01.48601(W)     ADJUSTED  
 DF9437* NAVD 88     -       239.815  (meters)     786.79   (feet)  ADJUSTED  
 DF9437  ___________________________________________________________________
 DF9437  X           -      51,932.316 (meters)                     COMP
 DF9437  Y           -  -4,701,034.769 (meters)                     COMP
 DF9437  Z           -   4,296,097.363 (meters)                     COMP
 DF9437  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 DF9437  ELLIP HEIGHT-         206.09  (meters)          (04/02/04) GPS OBS
 DF9437  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 DF9437  DYNAMIC HT  -         239.740 (meters)     786.55  (feet)  COMP
 DF9437  MODELED GRAV-     980,303.2   (mgal)                       NAVD 88
 DF9437
 DF9437  HORZ ORDER  -  FIRST
 DF9437  VERT ORDER  -  SECOND    CLASS I
 DF9437  ELLP ORDER  -  FOURTH    CLASS I
 DF9437
 DF9437.The horizontal coordinates were established by GPS observations
 DF9437.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DF9437
 DF9437.The orthometric height was determined by differential leveling
 DF9437.and adjusted by the National Geodetic Survey in February 2004..
 DF9437
 DF9437.Photographs are available 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 DEFLEC99 derived deflections.
 DF9437
 DF9437.The ellipsoidal height was determined by GPS observations
 DF9437.and is referenced to NAD 83.
 DF9437
 DF9437.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF9437;SPC WI S     -    68,292.341   651,932.572   MT  1.00002644   +0 26 05.6
 DF9437;SPC WI S     -   224,055.79  2,138,882.11   sFT  1.00002644   +0 26 05.6
 DF9437;UTM  16      - 4,720,552.262   305,852.011   MT  1.00006377   -1 36 11.2
 DF9437
 DF9437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9437!SPC WI S     -   0.99996768  x   1.00002644  =   0.99999412
 DF9437!UTM  16      -   0.99996768  x   1.00006377  =   1.00003145
 DF9437
 DF9437                          SUPERSEDED SURVEY CONTROL
 DF9437
 DF9437  NAVD 88 (04/02/04)  239.81   (m)          786.8    (f) LEVELING    3  
 DF9437
 DF9437.Superseded values are not recommended for survey control.
 DF9437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9437.See file dsdata.txt to determine how the superseded data were derived.
 DF9437
 DF9437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0585220552(NAD 83)
 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 - April 16, 2004
 DF9437
 DF9437  HISTORY     - Date     Condition        Report By
 DF9437  HISTORY     - 1992     MONUMENTED       WI-105
 DF9437  HISTORY     - 2001     GOOD             WIDT
 DF9437  HISTORY     - 20040416 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1377 ***********************************************************************
 NH1377  DESIGNATION -  BRODHEAD MUNICIPAL TANK
 NH1377  PID         -  NH1377
 NH1377  STATE/COUNTY-  WI/GREEN
 NH1377  USGS QUAD   -  BRODHEAD WEST (1982)
 NH1377
 NH1377                         *CURRENT SURVEY CONTROL
 NH1377  ___________________________________________________________________
 NH1377* NAD 83(1991)-  42 37 10.06803(N)    089 22 47.19228(W)     ADJUSTED  
 NH1377* NAVD 88     -                                                        
 NH1377  ___________________________________________________________________
 NH1377  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 NH1377  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 NH1377
 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
 NH1377.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1377
 NH1377.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 NH1377
 NH1377  NAD 83(1986)-  42 37 10.06345(N)    089 22 47.19290(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1377.See file dsdata.txt to determine how the superseded data were derived.
 NH1377
 NH1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0483121304(NAD 83)
 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 = OCTOBER  7, 2006
 DH5326 ***********************************************************************
 DH5326  DESIGNATION -  BRODTVILLE GPS
 DH5326  PID         -  DH5326
 DH5326  STATE/COUNTY-  WI/GRANT
 DH5326  USGS QUAD   -  BAGLEY (1962)
 DH5326
 DH5326                         *CURRENT SURVEY CONTROL
 DH5326  ___________________________________________________________________
 DH5326* NAD 83(1997)-  42 57 09.52231(N)    091 02 40.09760(W)     ADJUSTED  
 DH5326* NAVD 88     -                                                        
 DH5326  ___________________________________________________________________
 DH5326  X           -     -85,231.925 (meters)                     COMP
 DH5326  Y           -  -4,674,984.758 (meters)                     COMP
 DH5326  Z           -   4,323,859.559 (meters)                     COMP
 DH5326  LAPLACE CORR-          -5.37  (seconds)                    DEFLEC99
 DH5326  ELLIP HEIGHT-         303.44  (meters)          (08/01/05) GPS OBS
 DH5326  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 DH5326
 DH5326  HORZ ORDER  -  FIRST
 DH5326  ELLP ORDER  -  SECOND    CLASS I
 DH5326
 DH5326.The horizontal coordinates were established by GPS observations
 DH5326.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5326
 DH5326
 DH5326.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5326
 DH5326.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5326
 DH5326.The ellipsoidal height was determined by GPS observations
 DH5326.and is referenced to NAD 83.
 DH5326
 DH5326.The geoid height was determined by GEOID03.
 DH5326
 DH5326;                    North         East     Units Scale Factor Converg.
 DH5326;SPC WI S     -   106,363.733   514,772.784   MT  0.99996301   -0 43 03.6
 DH5326;SPC WI S     -   348,961.68  1,688,883.71   sFT  0.99996301   -0 43 03.6
 DH5326;UTM  15      - 4,757,411.388   659,516.517   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  =   0.99986546
 DH5326
 DH5326                          SUPERSEDED SURVEY CONTROL
 DH5326
 DH5326.No superseded survey control is available for this station.
 DH5326
 DH5326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH5951757411(NAD 83)
 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 - 2003
 DH5326
 DH5326  HISTORY     - Date     Condition        Report By
 DH5326  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4832 ***********************************************************************
 DG4832  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4832  DESIGNATION -  BROOKFIELD GPS
 DG4832  PID         -  DG4832
 DG4832  STATE/COUNTY-  WI/WAUKESHA
 DG4832  USGS QUAD   -  WAUWATOSA (1994)
 DG4832
 DG4832                         *CURRENT SURVEY CONTROL
 DG4832  ___________________________________________________________________
 DG4832* NAD 83(1997)-  43 07 28.84943(N)    088 06 17.48027(W)     ADJUSTED  
 DG4832* NAVD 88     -       252.06   (meters)     827.0    (feet)  GPS OBS   
 DG4832  ___________________________________________________________________
 DG4832  X           -     154,196.207 (meters)                     COMP
 DG4832  Y           -  -4,660,103.932 (meters)                     COMP
 DG4832  Z           -   4,337,770.102 (meters)                     COMP
 DG4832  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 DG4832  ELLIP HEIGHT-         217.20  (meters)          (04/02/04) GPS OBS
 DG4832  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 DG4832
 DG4832  HORZ ORDER  -  FIRST
 DG4832  ELLP ORDER  -  FOURTH    CLASS I
 DG4832
 DG4832.The horizontal coordinates were established by GPS observations
 DG4832.and adjusted by the WI DEPT OF TRANSP in April 2004..
 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.Photographs are available 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 DEFLEC99 derived deflections.
 DG4832
 DG4832.The ellipsoidal height was determined by GPS observations
 DG4832.and is referenced to NAD 83.
 DG4832
 DG4832.The geoid height was determined by GEOID03.
 DG4832
 DG4832;                    North         East     Units Scale Factor Converg.
 DG4832;SPC WI S     -   126,693.363   754,197.193   MT  0.99994414   +1 18 07.8
 DG4832;SPC WI S     -   415,659.81  2,474,395.29   sFT  0.99994414   +1 18 07.8
 DG4832;UTM  16      - 4,775,252.880   410,126.965   MT  0.99969936   -0 45 19.1
 DG4832
 DG4832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4832!SPC WI S     -   0.99996594  x   0.99994414  =   0.99991008
 DG4832!UTM  16      -   0.99996594  x   0.99969936  =   0.99966531
 DG4832
 DG4832                          SUPERSEDED SURVEY CONTROL
 DG4832
 DG4832.No superseded survey control is available for this station.
 DG4832
 DG4832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1012775253(NAD 83)
 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 - 2001
 DG4832
 DG4832  HISTORY     - Date     Condition        Report By
 DG4832  HISTORY     - 2001     MONUMENTED       WIDT
 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'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9881 ***********************************************************************
 DF9881  DESIGNATION -  BROOKFIELD S GPS
 DF9881  PID         -  DF9881
 DF9881  STATE/COUNTY-  WI/WAUKESHA
 DF9881  USGS QUAD   -  WAUKESHA (1994)
 DF9881
 DF9881                         *CURRENT SURVEY CONTROL
 DF9881  ___________________________________________________________________
 DF9881* NAD 83(1997)-  43 02 11.82683(N)    088 08 39.15139(W)     ADJUSTED  
 DF9881* NAVD 88     -       263.436  (meters)     864.29   (feet)  ADJUSTED  
 DF9881  ___________________________________________________________________
 DF9881  X           -     151,212.094 (meters)                     COMP
 DF9881  Y           -  -4,666,895.983 (meters)                     COMP
 DF9881  Z           -   4,330,632.102 (meters)                     COMP
 DF9881  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 DF9881  ELLIP HEIGHT-         228.63  (meters)          (04/02/04) GPS OBS
 DF9881  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 DF9881  DYNAMIC HT  -         263.365 (meters)     864.06  (feet)  COMP
 DF9881  MODELED GRAV-     980,343.0   (mgal)                       NAVD 88
 DF9881
 DF9881  HORZ ORDER  -  FIRST
 DF9881  VERT ORDER  -  SECOND    CLASS I
 DF9881  ELLP ORDER  -  FOURTH    CLASS I
 DF9881
 DF9881.The horizontal coordinates were established by GPS observations
 DF9881.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DF9881
 DF9881.The orthometric height was determined by differential leveling
 DF9881.and adjusted by the National Geodetic Survey in February 2004..
 DF9881
 DF9881.Photographs are available 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 DEFLEC99 derived deflections.
 DF9881
 DF9881.The ellipsoidal height was determined by GPS observations
 DF9881.and is referenced to NAD 83.
 DF9881
 DF9881.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF9881;SPC WI S     -   116,841.108   751,213.485   MT  0.99995268   +1 16 30.4
 DF9881;SPC WI S     -   383,336.20  2,464,606.24   sFT  0.99995268   +1 16 30.4
 DF9881;UTM  16      - 4,765,516.445   406,792.400   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                          SUPERSEDED SURVEY CONTROL
 DF9881
 DF9881  NAVD 88 (04/02/04)  263.44   (m)          864.3    (f) LEVELING    3  
 DF9881
 DF9881.Superseded values are not recommended for survey control.
 DF9881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9881.See file dsdata.txt to determine how the superseded data were derived.
 DF9881
 DF9881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0679265516(NAD 83)
 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 - August 21, 2006
 DF9881
 DF9881  HISTORY     - Date     Condition        Report By
 DF9881  HISTORY     - 2001     MONUMENTED       WIDT
 DF9881  HISTORY     - 20040818 GOOD             USPSQD
 DF9881  HISTORY     - 20060821 GOOD             USPSQD
 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 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1387 ***********************************************************************
 NH1387  DESIGNATION -  BROOKLYN
 NH1387  PID         -  NH1387
 NH1387  STATE/COUNTY-  WI/GREEN
 NH1387  USGS QUAD   -  ATTICA (1971)
 NH1387
 NH1387                         *CURRENT SURVEY CONTROL
 NH1387  ___________________________________________________________________
 NH1387* NAD 83(1991)-  42 49 41.24667(N)    089 24 42.92110(W)     ADJUSTED  
 NH1387* NAVD 88     -       337.     (meters)    1106.     (feet)  SCALED    
 NH1387  ___________________________________________________________________
 NH1387  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 NH1387  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 NH1387
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1387
 NH1387.The geoid height was determined by GEOID03.
 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     -   0.99995248  x   0.99998224  =   0.99993472
 NH1387!UTM  16      -   0.99995248  x   1.00007817  =   1.00003065
 NH1387
 NH1387:                Primary Azimuth Mark                     Grid Az
 NH1387:SPC WI S     -  OREGON MUNICIPAL TANK                    011 34 58.0
 NH1387:UTM  16      -  OREGON MUNICIPAL TANK                    013 37 37.3
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1387.See file dsdata.txt to determine how the superseded data were derived.
 NH1387
 NH1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0285744550(NAD 83)
 NH1387_MARKER: DS = TRIANGULATION STATION DISK
 NH1387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 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  USGS QUAD   -  ATTICA (1971)
 DG4833
 DG4833                         *CURRENT SURVEY CONTROL
 DG4833  ___________________________________________________________________
 DG4833* NAD 83(1997)-  42 49 40.66899(N)    089 25 37.33815(W)     ADJUSTED  
 DG4833* NAVD 88     -       290.37   (meters)     952.7    (feet)  GPS OBS   
 DG4833  ___________________________________________________________________
 DG4833  X           -      46,851.078 (meters)                     COMP
 DG4833  Y           -  -4,684,920.308 (meters)                     COMP
 DG4833  Z           -   4,313,679.157 (meters)                     COMP
 DG4833  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 DG4833  ELLIP HEIGHT-         256.49  (meters)          (04/02/04) GPS OBS
 DG4833  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 DG4833
 DG4833  HORZ ORDER  -  FIRST
 DG4833  ELLP ORDER  -  FOURTH    CLASS I
 DG4833
 DG4833.The horizontal coordinates were established by GPS observations
 DG4833.and adjusted by the WI DEPT OF TRANSP in April 2004..
 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.Photographs are available 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 DEFLEC99 derived deflections.
 DG4833
 DG4833.The ellipsoidal height was determined by GPS observations
 DG4833.and is referenced to NAD 83.
 DG4833
 DG4833.The geoid height was determined by GEOID03.
 DG4833
 DG4833;                    North         East     Units Scale Factor Converg.
 DG4833;SPC WI S     -    92,140.363   646,848.778   MT  0.99998227   +0 23 37.3
 DG4833;SPC WI S     -   302,297.17  2,122,203.03   sFT  0.99998227   +0 23 37.3
 DG4833;UTM  16      - 4,744,567.913   301,620.495   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  =   0.99994205
 DG4833!UTM  16      -   0.99995978  x   1.00008418  =   1.00004395
 DG4833
 DG4833                          SUPERSEDED SURVEY CONTROL
 DG4833
 DG4833.No superseded survey control is available for this station.
 DG4833
 DG4833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0162044568(NAD 83)
 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 - April 16, 2004
 DG4833
 DG4833  HISTORY     - Date     Condition        Report By
 DG4833  HISTORY     - 2001     MONUMENTED       WIDT
 DG4833  HISTORY     - 20040416 GOOD             USPSQD
 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'
 DG4833
 DG4833                          STATION RECOVERY (2004)
 DG4833
 DG4833'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DG4833'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 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  USGS QUAD   -  EVANSVILLE (1981)
 DG4834
 DG4834                         *CURRENT SURVEY CONTROL
 DG4834  ___________________________________________________________________
 DG4834* NAD 83(1997)-  42 47 34.45450(N)    089 22 09.42973(W)     ADJUSTED  
 DG4834* NAVD 88     -       312.28   (meters)    1024.5    (feet)  GPS OBS   
 DG4834  ___________________________________________________________________
 DG4834  X           -      51,602.618 (meters)                     COMP
 DG4834  Y           -  -4,687,533.484 (meters)                     COMP
 DG4834  Z           -   4,310,836.718 (meters)                     COMP
 DG4834  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 DG4834  ELLIP HEIGHT-         278.39  (meters)          (04/02/04) GPS OBS
 DG4834  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 DG4834
 DG4834  HORZ ORDER  -  FIRST
 DG4834  ELLP ORDER  -  FOURTH    CLASS I
 DG4834
 DG4834.The horizontal coordinates were established by GPS observations
 DG4834.and adjusted by the WI DEPT OF TRANSP in April 2004..
 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.Photographs are available 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 DEFLEC99 derived deflections.
 DG4834
 DG4834.The ellipsoidal height was determined by GPS observations
 DG4834.and is referenced to NAD 83.
 DG4834
 DG4834.The geoid height was determined by GEOID03.
 DG4834
 DG4834;                    North         East     Units Scale Factor Converg.
 DG4834;SPC WI S     -    88,279.878   651,600.328   MT  0.99998852   +0 26 00.1
 DG4834;SPC WI S     -   289,631.57  2,137,792.08   sFT  0.99998852   +0 26 00.1
 DG4834;UTM  16      - 4,740,540.076   306,231.749   MT  1.00006194   -1 36 36.3
 DG4834
 DG4834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4834!SPC WI S     -   0.99995634  x   0.99998852  =   0.99994486
 DG4834!UTM  16      -   0.99995634  x   1.00006194  =   1.00001828
 DG4834
 DG4834                          SUPERSEDED SURVEY CONTROL
 DG4834
 DG4834.No superseded survey control is available for this station.
 DG4834
 DG4834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0623240540(NAD 83)
 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 - April 16, 2004
 DG4834
 DG4834  HISTORY     - Date     Condition        Report By
 DG4834  HISTORY     - 2002     MONUMENTED       WIDT
 DG4834  HISTORY     - 20040416 GOOD             USPSQD
 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'
 DG4834
 DG4834                          STATION RECOVERY (2004)
 DG4834
 DG4834'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DG4834'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9774 ***********************************************************************
 DF9774  DESIGNATION -  BROOKLYN GPS
 DF9774  PID         -  DF9774
 DF9774  STATE/COUNTY-  WI/DANE
 DF9774  USGS QUAD   -  ATTICA (1971)
 DF9774
 DF9774                         *CURRENT SURVEY CONTROL
 DF9774  ___________________________________________________________________
 DF9774* NAD 83(1997)-  42 52 14.57330(N)    089 23 45.16787(W)     ADJUSTED  
 DF9774* NAVD 88     -       296.921  (meters)     974.15   (feet)  ADJUSTED  
 DF9774  ___________________________________________________________________
 DF9774  X           -      49,364.804 (meters)                     COMP
 DF9774  Y           -  -4,681,669.126 (meters)                     COMP
 DF9774  Z           -   4,317,165.579 (meters)                     COMP
 DF9774  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 DF9774  ELLIP HEIGHT-         262.98  (meters)          (04/02/04) GPS OBS
 DF9774  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 DF9774  DYNAMIC HT  -         296.837 (meters)     973.87  (feet)  COMP
 DF9774  MODELED GRAV-     980,328.5   (mgal)                       NAVD 88
 DF9774
 DF9774  HORZ ORDER  -  FIRST
 DF9774  VERT ORDER  -  SECOND    CLASS I
 DF9774  ELLP ORDER  -  FOURTH    CLASS I
 DF9774
 DF9774.The horizontal coordinates were established by GPS observations
 DF9774.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DF9774
 DF9774.The orthometric height was determined by differential leveling
 DF9774.and adjusted by the National Geodetic Survey in February 2004..
 DF9774
 DF9774.Photographs are available 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 DEFLEC99 derived deflections.
 DF9774
 DF9774.The ellipsoidal height was determined by GPS observations
 DF9774.and is referenced to NAD 83.
 DF9774
 DF9774.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF9774;SPC WI S     -    96,907.341   649,362.028   MT  0.99997514   +0 24 54.3
 DF9774;SPC WI S     -   317,936.83  2,130,448.59   sFT  0.99997514   +0 24 54.3
 DF9774;UTM  16      - 4,749,242.639   304,302.506   MT  1.00007117   -1 37 50.0
 DF9774
 DF9774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9774!SPC WI S     -   0.99995876  x   0.99997514  =   0.99993390
 DF9774!UTM  16      -   0.99995876  x   1.00007117  =   1.00002993
 DF9774
 DF9774                          SUPERSEDED SURVEY CONTROL
 DF9774
 DF9774  NAVD 88 (04/02/04)  296.92   (m)          974.1    (f) LEVELING    3  
 DF9774
 DF9774.Superseded values are not recommended for survey control.
 DF9774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9774.See file dsdata.txt to determine how the superseded data were derived.
 DF9774
 DF9774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0430349243(NAD 83)
 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 - 2001
 DF9774
 DF9774  HISTORY     - Date     Condition        Report By
 DF9774  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1385 ***********************************************************************
 NH1385  DESIGNATION -  BROOKLYN MUNICIPAL TANK
 NH1385  PID         -  NH1385
 NH1385  STATE/COUNTY-  WI/GREEN
 NH1385  USGS QUAD   -  EVANSVILLE (1981)
 NH1385
 NH1385                         *CURRENT SURVEY CONTROL
 NH1385  ___________________________________________________________________
 NH1385* NAD 83(1991)-  42 51 16.27615(N)    089 22 16.70416(W)     ADJUSTED  
 NH1385* NAVD 88     -                                                        
 NH1385  ___________________________________________________________________
 NH1385  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 NH1385  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 NH1385
 NH1385  HORZ ORDER  -  THIRD
 NH1385
 NH1385.The horizontal coordinates were established by classical geodetic methods
 NH1385.and adjusted by the National Geodetic Survey in November 1991..
 NH1385
 NH1385
 NH1385.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1385
 NH1385.The geoid height was determined by GEOID03.
 NH1385
 NH1385;                    North         East     Units Scale Factor Converg.
 NH1385;SPC WI S     -    95,123.323   651,383.408   MT  0.99997777   +0 25 55.1
 NH1385;SPC WI S     -   312,083.77  2,137,080.40   sFT  0.99997777   +0 25 55.1
 NH1385;UTM  16      - 4,747,387.443   306,259.099   MT  1.00006180   -1 36 47.9
 NH1385
 NH1385                          SUPERSEDED SURVEY CONTROL
 NH1385
 NH1385  NAD 83(1986)-  42 51 16.26785(N)    089 22 16.70462(W) AD(       ) 4
 NH1385  NAD 27      -  42 51 16.25800(N)    089 22 16.27600(W) AD(       ) 3
 NH1385
 NH1385.Superseded values are not recommended for survey control.
 NH1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1385.See file dsdata.txt to determine how the superseded data were derived.
 NH1385
 NH1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0625947387(NAD 83)
 NH1385_MARKER: 53 = ELEVATED TANK
 NH1385
 NH1385  HISTORY     - Date     Condition        Report By
 NH1385  HISTORY     - 1957     FIRST OBSERVED   CGS
 NH1385  HISTORY     - 1958     GOOD             CGS
 NH1385  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH1385  HISTORY     - 20021227 MARK NOT FOUND   USPSQD
 NH1385
 NH1385                          STATION DESCRIPTION
 NH1385
 NH1385'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1385'THE STATION IS THE CENTER OF THE TOP OF THE TANK WHICH IS
 NH1385'SPHERICAL SHAPED.  THE TANK IS PAINTED SILVER AND HAS AN
 NH1385'OVERALL HEIGHT OF 135 FEET.  IT IS LOCATED IN THE CENTER
 NH1385'OF BROOKLYN ABOUT 500 FEET NORTH OF THE RAILROAD DEPOT.
 NH1385
 NH1385                          STATION RECOVERY (1958)
 NH1385
 NH1385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 NH1385'THE STATION WAS RECOVERED IN GOOD CONDITION.
 NH1385
 NH1385                          STATION RECOVERY (2001)
 NH1385
 NH1385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1385'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH1385
 NH1385                          STATION RECOVERY (2002)
 NH1385
 NH1385'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 NH1385'NOT FOUND.  A NEW TANK WAS BUILT AT A DIFFERENT LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7388 ***********************************************************************
 DE7388  DESIGNATION -  BROOKLYN NORTH GPS
 DE7388  PID         -  DE7388
 DE7388  STATE/COUNTY-  WI/GREEN LAKE
 DE7388  USGS QUAD   -  BERLIN (1980)
 DE7388
 DE7388                         *CURRENT SURVEY CONTROL
 DE7388  ___________________________________________________________________
 DE7388* NAD 83(1997)-  43 52 33.18287(N)    088 56 46.44997(W)     ADJUSTED  
 DE7388* NAVD 88     -       291.818  (meters)     957.41   (feet)  ADJUSTED  
 DE7388  ___________________________________________________________________
 DE7388  X           -      84,692.996 (meters)                     COMP
 DE7388  Y           -  -4,604,450.879 (meters)                     COMP
 DE7388  Z           -   4,398,338.325 (meters)                     COMP
 DE7388  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 DE7388  ELLIP HEIGHT-         255.72  (meters)          (06/11/03) GPS OBS
 DE7388  GEOID HEIGHT-         -36.08  (meters)                     GEOID03
 DE7388  DYNAMIC HT  -         291.752 (meters)     957.19  (feet)  COMP
 DE7388  MODELED GRAV-     980,385.4   (mgal)                       NAVD 88
 DE7388
 DE7388  HORZ ORDER  -  FIRST
 DE7388  VERT ORDER  -  SECOND    CLASS I
 DE7388  ELLP ORDER  -  THIRD     CLASS I
 DE7388
 DE7388.The horizontal coordinates were established by GPS observations
 DE7388.and adjusted by the National Geodetic Survey in June 2003..
 DE7388
 DE7388.The orthometric height was determined by differential leveling
 DE7388.and adjusted by the National Geodetic Survey in May 2003..
 DE7388
 DE7388.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7388
 DE7388.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7388
 DE7388.The ellipsoidal height was determined by GPS observations
 DE7388.and is referenced to NAD 83.
 DE7388
 DE7388.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE7388;SPC WI S     -   208,931.881   684,689.317   MT  0.99996683   +0 43 26.6
 DE7388;SPC WI S     -   685,470.68  2,246,351.53   sFT  0.99996683   +0 43 26.6
 DE7388;UTM  16      - 4,859,928.741   343,636.109   MT  0.99990072   -1 20 57.1
 DE7388
 DE7388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7388!SPC WI S     -   0.99995990  x   0.99996683  =   0.99992673
 DE7388!UTM  16      -   0.99995990  x   0.99990072  =   0.99986063
 DE7388
 DE7388                          SUPERSEDED SURVEY CONTROL
 DE7388
 DE7388  NAVD 88 (06/11/03)  291.82   (m)          957.4    (f) LEVELING    3  
 DE7388
 DE7388.Superseded values are not recommended for survey control.
 DE7388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7388.See file dsdata.txt to determine how the superseded data were derived.
 DE7388
 DE7388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4363659929(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7388+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5620 ***********************************************************************
 DH5620  DESIGNATION -  BROOKLYN S CTH A GPS
 DH5620  PID         -  DH5620
 DH5620  STATE/COUNTY-  WI/GREEN LAKE
 DH5620  USGS QUAD   -  GREEN LAKE (1980)
 DH5620
 DH5620                         *CURRENT SURVEY CONTROL
 DH5620  ___________________________________________________________________
 DH5620* NAD 83(1997)-  43 49 30.00590(N)    088 55 36.25306(W)     ADJUSTED  
 DH5620* NAVD 88     -                                                        
 DH5620  ___________________________________________________________________
 DH5620  X           -      86,332.716 (meters)                     COMP
 DH5620  Y           -  -4,608,303.379 (meters)                     COMP
 DH5620  Z           -   4,394,227.989 (meters)                     COMP
 DH5620  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 DH5620  ELLIP HEIGHT-         207.87  (meters)          (08/01/05) GPS OBS
 DH5620  GEOID HEIGHT-         -35.93  (meters)                     GEOID03
 DH5620
 DH5620  HORZ ORDER  -  FIRST
 DH5620  ELLP ORDER  -  SECOND    CLASS I
 DH5620
 DH5620.The horizontal coordinates were established by GPS observations
 DH5620.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5620
 DH5620
 DH5620.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5620
 DH5620.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5620
 DH5620.The ellipsoidal height was determined by GPS observations
 DH5620.and is referenced to NAD 83.
 DH5620
 DH5620.The geoid height was determined by GEOID03.
 DH5620
 DH5620;                    North         East     Units Scale Factor Converg.
 DH5620;SPC WI S     -   203,299.024   686,329.107   MT  0.99995986   +0 44 14.8
 DH5620;SPC WI S     -   666,990.21  2,251,731.41   sFT  0.99995986   +0 44 14.8
 DH5620;UTM  16      - 4,854,240.638   345,071.019   MT  0.99989523   -1 20 04.0
 DH5620
 DH5620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5620!SPC WI S     -   0.99996741  x   0.99995986  =   0.99992727
 DH5620!UTM  16      -   0.99996741  x   0.99989523  =   0.99986264
 DH5620
 DH5620                          SUPERSEDED SURVEY CONTROL
 DH5620
 DH5620.No superseded survey control is available for this station.
 DH5620
 DH5620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4507154241(NAD 83)
 DH5620_MARKER: DD = SURVEY DISK
 DH5620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5620_STAMPING: BROOKLYN S CTH A GPS 1994
 DH5620_MARK LOGO: WIDT  
 DH5620_PROJECTION: PROJECTING 2 CENTIMETERS
 DH5620_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5620+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2003
 DH5620
 DH5620  HISTORY     - Date     Condition        Report By
 DH5620  HISTORY     - 1993     MONUMENTED       WI-047
 DH5620  HISTORY     - 20030819 GOOD             WIDT
 DH5620
 DH5620                          STATION DESCRIPTION
 DH5620
 DH5620'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5620'OWNERSHIP--GREEN LAKE COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DH5620'OF STATE  HIGHWAY 23 WITH STATE HIGHWAY 49 AND COUNTY HIGHWAY A ABOUT
 DH5620'1 MI NORTHEAST OF THE  CITY OF GREEN LAKE, GO SOUTH ON CONTY HIGHWAY A
 DH5620'FOR 1.6 MI TO SILVER CREEK ROAD ON THE  LEFT, CONTINUE SOUTH ON COUNTY
 DH5620'HIGHWAY A FOR 0.6 MI TO THE STATION ON THE RIGHT.  THE  STATION IS A
 DH5620'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC CONTROL DISK
 DH5620'SET  IN THE TOP OF A 40-CM DIAMETER CONCRETE POST ABOUT 1 M BELOW THE
 DH5620'HIGHWAY PAVEMENT.   THE STATION IS 7.3 M WEST OF THE CENTERLINE OF
 DH5620'COUNTY HIGHWAY A, 0.05 MI SOUTH OF  THE SOUTH ENTRANCE OF SUNSET PARK,
 DH5620'28.8 M NORTH OF POWER POLE --19-13-27.4 48/19--, 2.6 M  EAST OF THE
 DH5620'EDGE OF PAVEMENT OF THE BOAT LANDING PARKING LOT, 2.5 M SOUTHWEST OF A
 DH5620'WOOD POST FOR A --SPEED LIMIT 40--, AND 0.5 M WEST OF A GREEN METAL
 DH5620'WITNESS POST.   ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH5620'EXTENDING HIGHER THAN 30 DEGREES  ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 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  USGS QUAD   -  ATTICA (1971)
 DG4835
 DG4835                         *CURRENT SURVEY CONTROL
 DG4835  ___________________________________________________________________
 DG4835* NAD 83(1997)-  42 46 13.43961(N)    089 25 26.30643(W)     ADJUSTED  
 DG4835* NAVD 88     -       296.73   (meters)     973.5    (feet)  GPS OBS   
 DG4835  ___________________________________________________________________
 DG4835  X           -      47,145.371 (meters)                     COMP
 DG4835  Y           -  -4,689,267.188 (meters)                     COMP
 DG4835  Z           -   4,308,991.274 (meters)                     COMP
 DG4835  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 DG4835  ELLIP HEIGHT-         262.88  (meters)          (04/02/04) GPS OBS
 DG4835  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 DG4835
 DG4835  HORZ ORDER  -  FIRST
 DG4835  ELLP ORDER  -  FOURTH    CLASS I
 DG4835
 DG4835.The horizontal coordinates were established by GPS observations
 DG4835.and adjusted by the WI DEPT OF TRANSP in April 2004..
 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.Photographs are available 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 DEFLEC99 derived deflections.
 DG4835
 DG4835.The ellipsoidal height was determined by GPS observations
 DG4835.and is referenced to NAD 83.
 DG4835
 DG4835.The geoid height was determined by GEOID03.
 DG4835
 DG4835;                    North         East     Units Scale Factor Converg.
 DG4835;SPC WI S     -    85,747.637   647,143.508   MT  0.99999273   +0 23 44.8
 DG4835;SPC WI S     -   281,323.71  2,123,169.99   sFT  0.99999273   +0 23 44.8
 DG4835;UTM  16      - 4,738,168.125   301,687.120   MT  1.00008386   -1 38 47.6
 DG4835
 DG4835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4835!SPC WI S     -   0.99995877  x   0.99999273  =   0.99995151
 DG4835!UTM  16      -   0.99995877  x   1.00008386  =   1.00004263
 DG4835
 DG4835                          SUPERSEDED SURVEY CONTROL
 DG4835
 DG4835.No superseded survey control is available for this station.
 DG4835
 DG4835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0168738168(NAD 83)
 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 - April 16, 2004
 DG4835
 DG4835  HISTORY     - Date     Condition        Report By
 DG4835  HISTORY     - 2001     MONUMENTED       WIDT
 DG4835  HISTORY     - 20040416 GOOD             USPSQD
 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'
 DG4835
 DG4835                          STATION RECOVERY (2004)
 DG4835
 DG4835'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DG4835'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5621 ***********************************************************************
 DH5621  DESIGNATION -  BROOKLYN S STH 23 GPS
 DH5621  PID         -  DH5621
 DH5621  STATE/COUNTY-  WI/GREEN LAKE
 DH5621  USGS QUAD   -  GREEN LAKE (1980)
 DH5621
 DH5621                         *CURRENT SURVEY CONTROL
 DH5621  ___________________________________________________________________
 DH5621* NAD 83(1997)-  43 50 15.46990(N)    088 59 03.11272(W)     ADJUSTED  
 DH5621* NAVD 88     -                                                        
 DH5621  ___________________________________________________________________
 DH5621  X           -      81,694.155 (meters)                     COMP
 DH5621  Y           -  -4,607,433.114 (meters)                     COMP
 DH5621  Z           -   4,395,256.681 (meters)                     COMP
 DH5621  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 DH5621  ELLIP HEIGHT-         231.59  (meters)          (08/01/05) GPS OBS
 DH5621  GEOID HEIGHT-         -35.99  (meters)                     GEOID03
 DH5621
 DH5621  HORZ ORDER  -  FIRST
 DH5621  ELLP ORDER  -  SECOND    CLASS I
 DH5621
 DH5621.The horizontal coordinates were established by GPS observations
 DH5621.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5621
 DH5621
 DH5621.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5621
 DH5621.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5621
 DH5621.The ellipsoidal height was determined by GPS observations
 DH5621.and is referenced to NAD 83.
 DH5621
 DH5621.The geoid height was determined by GEOID03.
 DH5621
 DH5621;                    North         East     Units Scale Factor Converg.
 DH5621;SPC WI S     -   204,644.152   681,690.309   MT  0.99996152   +0 41 52.7
 DH5621;SPC WI S     -   671,403.36  2,236,512.29   sFT  0.99996152   +0 41 52.7
 DH5621;UTM  16      - 4,855,752.535   340,484.153   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  =   0.99987666
 DH5621
 DH5621                          SUPERSEDED SURVEY CONTROL
 DH5621
 DH5621.No superseded survey control is available for this station.
 DH5621
 DH5621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4048455753(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5621+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2003
 DH5621
 DH5621  HISTORY     - Date     Condition        Report By
 DH5621  HISTORY     - 1994     MONUMENTED       WI-047
 DH5621  HISTORY     - 20030819 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7543 ***********************************************************************
 DE7543  DESIGNATION -  BROTHERTOWN GPS
 DE7543  PID         -  DE7543
 DE7543  STATE/COUNTY-  WI/CALUMET
 DE7543  USGS QUAD   -  BROTHERTOWN (1992)
 DE7543
 DE7543                         *CURRENT SURVEY CONTROL
 DE7543  ___________________________________________________________________
 DE7543* NAD 83(1997)-  43 56 46.40661(N)    088 18 40.60271(W)     ADJUSTED  
 DE7543* NAVD 88     -       237.320  (meters)     778.61   (feet)  ADJUSTED  
 DE7543  ___________________________________________________________________
 DE7543  X           -     135,552.841 (meters)                     COMP
 DE7543  Y           -  -4,597,772.203 (meters)                     COMP
 DE7543  Z           -   4,403,931.231 (meters)                     COMP
 DE7543  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 DE7543  ELLIP HEIGHT-         201.33  (meters)          (06/11/03) GPS OBS
 DE7543  GEOID HEIGHT-         -35.98  (meters)                     GEOID03
 DE7543  DYNAMIC HT  -         237.274 (meters)     778.46  (feet)  COMP
 DE7543  MODELED GRAV-     980,417.5   (mgal)                       NAVD 88
 DE7543
 DE7543  HORZ ORDER  -  FIRST
 DE7543  VERT ORDER  -  SECOND    CLASS I
 DE7543  ELLP ORDER  -  THIRD     CLASS I
 DE7543
 DE7543.The horizontal coordinates were established by GPS observations
 DE7543.and adjusted by the National Geodetic Survey in June 2003..
 DE7543
 DE7543.The orthometric height was determined by differential leveling
 DE7543.and adjusted by the National Geodetic Survey in May 2003..
 DE7543
 DE7543.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7543
 DE7543.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7543
 DE7543.The ellipsoidal height was determined by GPS observations
 DE7543.and is referenced to NAD 83.
 DE7543
 DE7543.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE7543;SPC WI S     -   217,584.706   735,555.916   MT  0.99997776   +1 09 37.2
 DE7543;SPC WI S     -   713,859.16  2,413,236.37   sFT  0.99997776   +1 09 37.2
 DE7543;UTM  16      - 4,866,735.797   394,774.147   MT  0.99973618   -0 54 36.3
 DE7543
 DE7543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7543!SPC WI S     -   0.99996843  x   0.99997776  =   0.99994619
 DE7543!UTM  16      -   0.99996843  x   0.99973618  =   0.99970462
 DE7543
 DE7543                          SUPERSEDED SURVEY CONTROL
 DE7543
 DE7543  NAVD 88 (06/11/03)  237.32   (m)          778.6    (f) LEVELING    3  
 DE7543
 DE7543.Superseded values are not recommended for survey control.
 DE7543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7543.See file dsdata.txt to determine how the superseded data were derived.
 DE7543
 DE7543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9477466736(NAD 83)
 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 - August 18, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 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  USGS QUAD   -  MARYTOWN (1992)
 DF6104
 DF6104                         *CURRENT SURVEY CONTROL
 DF6104  ___________________________________________________________________
 DF6104* NAD 83(1997)-  43 57 00.13699(N)    088 12 04.19016(W)     ADJUSTED  
 DF6104* NAVD 88     -       304.47   (meters)     998.9    (feet)  GPS OBS   
 DF6104  ___________________________________________________________________
 DF6104  X           -     144,381.157 (meters)                     COMP
 DF6104  Y           -  -4,597,257.600 (meters)                     COMP
 DF6104  Z           -   4,404,283.000 (meters)                     COMP
 DF6104  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 DF6104  ELLIP HEIGHT-         268.55  (meters)          (06/11/03) GPS OBS
 DF6104  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 DF6104
 DF6104  HORZ ORDER  -  FIRST
 DF6104  ELLP ORDER  -  THIRD     CLASS I
 DF6104
 DF6104.The horizontal coordinates were established by GPS observations
 DF6104.and adjusted by the National Geodetic Survey in June 2003..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6104
 DF6104.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6104
 DF6104.The ellipsoidal height was determined by GPS observations
 DF6104.and is referenced to NAD 83.
 DF6104
 DF6104.The geoid height was determined by GEOID03.
 DF6104
 DF6104;                    North         East     Units Scale Factor Converg.
 DF6104;SPC WI S     -   218,193.215   744,384.491   MT  0.99997840   +1 14 09.5
 DF6104;SPC WI S     -   715,855.57  2,442,201.45   sFT  0.99997840   +1 14 09.5
 DF6104;UTM  16      - 4,867,024.935   403,616.703   MT  0.99971426   -0 50 01.4
 DF6104
 DF6104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6104!SPC WI S     -   0.99995789  x   0.99997840  =   0.99993629
 DF6104!UTM  16      -   0.99995789  x   0.99971426  =   0.99967216
 DF6104
 DF6104                          SUPERSEDED SURVEY CONTROL
 DF6104
 DF6104.No superseded survey control is available for this station.
 DF6104
 DF6104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0361767025(NAD 83)
 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 NORTHEAST OF FOND DU LAC AND 14 KM
 DF6104'WEST-NORTHWEST
 DF6104'OF KIEL.  OWNERSHIP--CALUMET COUNTY.  TO REACH THE STATION FROM THE
 DF6104'JUNCTION OF US
 DF6104'HIGHWAY 151 WITH STATE HIGHWAY 55 ABOUT 13 KM SOUTHWEST OF THE CITY OF
 DF6104'CHILTON, GO
 DF6104'SOUTH ON US HIGHWAY 151 FOR 7.1 KM TO COUNTY HIGHWAY HHH ON THE LEFT,
 DF6104'TURN LEFT AND GO
 DF6104'EAST ON COUNTY HIGHWAY HHH FOR 8.0 KM TO COUNTY HIGHWAY G, TURN LEFT
 DF6104'AND GO NORTH ON
 DF6104'COUNTY HIGHWAY G FOR 1.6 KM TO THE STATION ON THE RIGHT.  THE STATION
 DF6104'IS A BRONZE FOND DU
 DF6104'LAC COUNTY GEODETIC CONTROL MARKER DISK SET IN THE TOP OF A 41-CM
 DF6104'DIAMETER CONCRETE
 DF6104'POST SET TO A DEPTH OF 1.8 M AND ABOUT LEVEL WITH THE HIGHWAY
 DF6104'PAVEMENT.  THE STATION IS
 DF6104'10.4 M EAST OF THE CENTERLINE OF COUNTY HIGHWAY G, 0.2 KM SOUTH OF
 DF6104'COUNTY HIGHWAY H, 50.7
 DF6104'M SOUTH-SOUTHEAST OF A WOOD POST FOR A --JCT COUNTY H-- SIGN, 23.2 M
 DF6104'NORTH-NORTHEAST OF A
 DF6104'WOOD POST FOR A --STOP AHEAD-- SIGN, 2 M WEST OF A CULTIVATED FIELD,
 DF6104'0.3 M EAST OF A WHITE
 DF6104'PLASTIC WITNESS POST, 1.0 M EAST, 1.0 M SOUTH, AND 1.0 M NORTH OF
 DF6104'THREE 4X4 ORANGE PLASTIC
 DF6104'WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF6104'EXTENDING HIGHER THAN
 DF6104'15 DEGREES ABOVE THE HORIZON.
 DF6104'
 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 = OCTOBER  7, 2006
 PN0077 ***********************************************************************
 PN0077  DESIGNATION -  BROWN
 PN0077  PID         -  PN0077
 PN0077  STATE/COUNTY-  WI/BROWN
 PN0077  USGS QUAD   -  GREEN BAY WEST (1992)
 PN0077
 PN0077                         *CURRENT SURVEY CONTROL
 PN0077  ___________________________________________________________________
 PN0077* NAD 83(1991)-  44 30 45.26143(N)    088 00 50.66490(W)     ADJUSTED  
 PN0077* NAVD 88     -       179.706  (meters)     589.59   (feet)  ADJUSTED  
 PN0077  ___________________________________________________________________
 PN0077  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 PN0077  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 PN0077  DYNAMIC HT  -         179.684 (meters)     589.51  (feet)  COMP
 PN0077  MODELED GRAV-     980,488.5   (mgal)                       NAVD 88
 PN0077
 PN0077  HORZ ORDER  -  THIRD
 PN0077  VERT ORDER  -  FIRST     CLASS 0
 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
 PN0077.and adjusted by the National Geodetic Survey in June 1991..
 PN0077.WARNING-Repeat measurements at this control monument indicate possible
 PN0077.vertical movement.
 PN0077
 PN0077.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0077
 PN0077.The geoid height was determined by GEOID03.
 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;                    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     -   0.99997750  x   0.99996073  =   0.99993823
 PN0077!UTM  16      -   0.99997750  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|---------------------------------------------------------------------|
 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
 PN0077.Superseded values are not recommended for survey control.
 PN0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0077.See file dsdata.txt to determine how the superseded data were derived.
 PN0077
 PN0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1940129306(NAD 83)
 PN0077_MARKER: DS = TRIANGULATION STATION DISK
 PN0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0077_SP_SET: CONCRETE POST
 PN0077_STAMPING: BROWN 1953
 PN0077_MARK LOGO: CGS   
 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 - August 03, 2005
 PN0077
 PN0077  HISTORY     - Date     Condition        Report By
 PN0077  HISTORY     - 1953     MONUMENTED       CGS
 PN0077  HISTORY     - 1972     SEE DESCRIPTION  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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1583 ***********************************************************************
 NH1583  DESIGNATION -  BROWN
 NH1583  PID         -  NH1583
 NH1583  STATE/COUNTY-  WI/GREEN
 NH1583  USGS QUAD   -  JUDA (1982)
 NH1583
 NH1583                         *CURRENT SURVEY CONTROL
 NH1583  ___________________________________________________________________
 NH1583* NAD 83(1991)-  42 35 28.70004(N)    089 36 42.21454(W)     ADJUSTED  
 NH1583* NAVD 88     -       335.     (meters)    1099.     (feet)  SCALED    
 NH1583  ___________________________________________________________________
 NH1583  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 NH1583  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 NH1583
 NH1583  HORZ ORDER  -  FIRST
 NH1583
 NH1583.The horizontal coordinates were established by classical geodetic methods
 NH1583.and adjusted by the National Geodetic Survey in November 1991..
 NH1583
 NH1583.The orthometric height was scaled from a topographic map.
 NH1583
 NH1583.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1583
 NH1583.The geoid height was determined by GEOID03.
 NH1583
 NH1583;                    North         East     Units Scale Factor Converg.
 NH1583;SPC WI S     -    65,763.813   631,870.136   MT  1.00003166   +0 16 00.4
 NH1583;SPC WI S     -   215,760.11  2,073,060.60   sFT  1.00003166   +0 16 00.4
 NH1583;SPC IL W     -   657,909.643   745,546.510   MT  0.99996669   +0 22 32.1
 NH1583;SPC IL W     - 2,158,491.89  2,446,013.84   sFT  0.99996669   +0 22 32.1
 NH1583;UTM  16      - 4,718,738.117   285,710.691   MT  1.00016500   -1 46 05.5
 NH1583
 NH1583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1583!SPC WI S     -   0.99995274  x   1.00003166  =   0.99998440
 NH1583!SPC IL W     -   0.99995274  x   0.99996669  =   0.99991943
 NH1583!UTM  16      -   0.99995274  x   1.00016500  =   1.00011773
 NH1583
 NH1583:                Primary Azimuth Mark                     Grid Az
 NH1583:SPC WI S     -  MONROE RAD STA WEKZ MAST                 075 39 04.5
 NH1583:SPC IL W     -  MONROE RAD STA WEKZ MAST                 075 32 32.8
 NH1583:UTM  16      -  MONROE RAD STA WEKZ MAST                 077 41 10.4
 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                                        0925419.8 |
 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 2893612.5 |
 NH1583| NH1585 MONROE ST VICTORS CH TOWER          APPROX. 2.1 KM 2915612.6 |
 NH1583| NH1592 MONROE METH EPIS CH SPIRE           APPROX. 2.8 KM 2940131.3 |
 NH1583| NH1591 MONROE GREEN CO CTHSE TWR           APPROX. 2.5 KM 2963922.6 |
 NH1583| NH1593 MONROE CARL MARTY AND CO TANK       APPROX. 2.9 KM 3091823.5 |
 NH1583| NH1590 MONROE GREEN CO HOME TANK           APPROX. 5.1 KM 3133017.3 |
 NH1583| NH1586 MONROE MUNICIPAL TANK               APPROX. 2.4 KM 3192401.6 |
 NH1583| NH1584 MONROE RAD STA KSD 543 MAST         APPROX. 2.1 KM 3290951.2 |
 NH1583|---------------------------------------------------------------------|
 NH1583
 NH1583                          SUPERSEDED SURVEY CONTROL
 NH1583
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1583.See file dsdata.txt to determine how the superseded data were derived.
 NH1583
 NH1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8571118738(NAD 83)
 NH1583_MARKER: DS = TRIANGULATION STATION DISK
 NH1583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 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
 NH1583'
 NH1583'BROWN R.M. 1-GOOD
 NH1583'
 NH1583'BROWN R.M. 2-GOOD
 NH1583'
 NH1583'BROWN AZ MK-GOOD--AT INST HEIGHT BARELY VISIBLE OVER TOP OF
 NH1583'CROSS BAR OF A TELE POLE.
 NH1583'
 NH1583'NEW HOW TO REACH--FROM THE NE CORNER OF THE SQUARE IN MONROE,
 NH1583'GO E. ON 10TH ST TO 23RD AVE, GO S ON 23RD AVE 0.15 MILES TO
 NH1583'WIS 11 AND 81, GO E. ON WIS 11 AND 81 0.5 MILE TO C.T.H. K,
 NH1583'GO S. ON C.T.H. K 0.6 MILE TO A PAVED RD E., GO E 0.4 MILE
 NH1583'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, RM NO. 1 TO STATION 146.16 FEET (CHAINED)
 NH1583'(MEASURED TWICE).
 NH1583'
 NH1583'RM NO. 2 RECOVERED GOOD RM NO. 2 TO STATION 139.93 FEET (CHAINED
 NH1583'TWICE).
 NH1583'
 NH1583'AZIMUTH MARK RECOVERED GOOD.
 NH1583'
 NH1583'ANGLE BETWEEN RM NO. 1 AND RM NO. 2 CHECKED WITHIN 2 INCHES OF
 NH1583'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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB8458 ***********************************************************************
 AB8458  DESIGNATION -  BROWN
 AB8458  PID         -  AB8458
 AB8458  STATE/COUNTY-  WI/BURNETT
 AB8458  USGS QUAD   -  TIMBERLAND (1982)
 AB8458
 AB8458                         *CURRENT SURVEY CONTROL
 AB8458  ___________________________________________________________________
 AB8458* NAD 83(1997)-  45 43 32.21375(N)    092 04 47.51747(W)     ADJUSTED  
 AB8458* NAVD 88     -       341.1    (meters)    1119.     (feet)  GPS OBS   
 AB8458  ___________________________________________________________________
 AB8458  X           -    -161,880.166 (meters)                     COMP
 AB8458  Y           -  -4,457,487.213 (meters)                     COMP
 AB8458  Z           -   4,544,233.653 (meters)                     COMP
 AB8458  LAPLACE CORR-         -14.00  (seconds)                    DEFLEC99
 AB8458  ELLIP HEIGHT-         312.74  (meters)          (01/30/03) GPS OBS
 AB8458  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 AB8458
 AB8458  HORZ ORDER  -  FIRST
 AB8458  ELLP ORDER  -  FOURTH    CLASS I
 AB8458
 AB8458.The horizontal coordinates were established by GPS observations
 AB8458.and adjusted by the National Geodetic Survey in January 2003..
 AB8458
 AB8458.The orthometric height was determined by GPS observations and a
 AB8458.high-resolution geoid model.
 AB8458
 AB8458.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8458
 AB8458.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8458
 AB8458.The ellipsoidal height was determined by GPS observations
 AB8458.and is referenced to NAD 83.
 AB8458
 AB8458.The geoid height was determined by GEOID03.
 AB8458
 AB8458;                    North         East     Units Scale Factor Converg.
 AB8458;SPC WI N     -    64,243.219   438,114.761   MT  0.99997495   -1 30 01.3
 AB8458;SPC WI N     -   210,771.29  1,437,381.51   sFT  0.99997495   -1 30 01.3
 AB8458;UTM  15      - 5,063,973.828   571,599.389   MT  0.99966302   +0 39 31.9
 AB8458
 AB8458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8458!SPC WI N     -   0.99995097  x   0.99997495  =   0.99992592
 AB8458!UTM  15      -   0.99995097  x   0.99966302  =   0.99961401
 AB8458
 AB8458                          SUPERSEDED SURVEY CONTROL
 AB8458
 AB8458  NAD 83(1991)-  45 43 32.21297(N)    092 04 47.51481(W) AD(       ) 1
 AB8458  ELLIP H (12/09/96)  312.78   (m)                       GP(       ) 4 1
 AB8458
 AB8458.Superseded values are not recommended for survey control.
 AB8458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8458.See file dsdata.txt to determine how the superseded data were derived.
 AB8458
 AB8458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7159963974(NAD 83)
 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 = OCTOBER  7, 2006
 OL0436 ***********************************************************************
 OL0436  DESIGNATION -  BROWN DEER
 OL0436  PID         -  OL0436
 OL0436  STATE/COUNTY-  WI/MILWAUKEE
 OL0436  USGS QUAD   -  THIENSVILLE (1976)
 OL0436
 OL0436                         *CURRENT SURVEY CONTROL
 OL0436  ___________________________________________________________________
 OL0436* NAD 83(1991)-  43 10 38.47936(N)    087 58 46.28820(W)     ADJUSTED  
 OL0436* NAVD 88     -       207.     (meters)     679.     (feet)  SCALED    
 OL0436  ___________________________________________________________________
 OL0436  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 OL0436  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 OL0436
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0436
 OL0436.The geoid height was determined by GEOID03.
 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     -   0.99997305  x   0.99994014  =   0.99991319
 OL0436!UTM  16      -   0.99997305  x   0.99967796  =   0.99965102
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0436.See file dsdata.txt to determine how the superseded data were derived.
 OL0436
 OL0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2039080976(NAD 83)
 OL0436_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OL0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0436
 OL0436  HISTORY     - Date     Condition        Report By
 OL0436  HISTORY     - 1953     MONUMENTED       CGS
 OL0436  HISTORY     - 1957     SEE DESCRIPTION  USGS
 OL0436  HISTORY     - 1973     SEE DESCRIPTION  NGS
 OL0436  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 OL0436  HISTORY     - 19940823 MARK NOT FOUND   USPSQD
 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
 OL0436'THE NORTHWEST CORNER OF THE BROWN DEER AIRPORT.  IT IS 23 FEET SOUTH
 OL0436'OF THE SOUTHWEST CORNER OF THE
 OL0436'AIRPORT ADMINISTRATION BUILDING AND REPAIR HANGAR AND 8
 OL0436'FEET EAST OF A FENCE LINE AND WHITE WITNESS
 OL0436'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
 OL0436'MARK IS FLUSH AND THE DISK IS 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
 OL0436'FOOT EAST OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 OL0436'BROWN DEER NO 2 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
 OL0436'THE EAST ABUTMENT OF A CONCRETE BRIDGE AND IS STAMPED BROWN DEER
 OL0436'1953.
 OL0436'
 OL0436'MILWAUKEE, METROPOLITAN SEWERAGE COMMISSION BENCH MARK IS 21 FEET
 OL0436'WEST OF THE CENTER OF N.
 OL0436'60TH AVENUE.  THE DISK IS STANDARD METROPOLITAN SEWERAGE COMMISSION
 OL0436'BENCH MARK DISK SET IN A DRILL
 OL0436'HOLE IN THE WEST ABUTMENT OF THE CONCRETE BRIDGE.  THERE
 OL0436'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
 OL0436'WEST ON STATE HIGHWAY 100 FOR 0.2 MILE TO THE INTERSECTION OF N. 60TH
 OL0436'AVENUE.  TURN RIGHT AND GO NORTH
 OL0436'FOR 0.1 MILE TO A CONCRETE BRIDGE AND THE MARKS AS
 OL0436'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
 OL0436'EXHAUSTIVE SEARCH FAILED TO LOCATE STATION.  R.M. NO. 2 IS ONY MARK
 OL0436'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
 OL0436'FOUND IN GOOD
 OL0436'CONDITION AFTER A LONG SEARCH.  REFERENCE MARK 1 WAS NOT
 OL0436'FOUND AND ASSUMED TO HAVE BEEN
 OL0436'DESTROYED BY CONSTRUCTION OF HOUSE.  THE
 OL0436'AZIMUTH MARK WAS SET IN A BRIDGE BEING TORN DOWN
 OL0436'AND WAS DESTROYED.  THE
 OL0436'LINE OF SIGHT TO THE AZIMUTH MARK WAS OBSTRUCTED BY A HOUSE AND A
 OL0436'LARGE BUILDING AND A
 OL0436'NEW AZIMUTH MARK COULD NOT BE SET.  THE STATION WAS NOT
 OL0436'OCCUPIED AT THIS TIME SINCE THERE
 OL0436'ARE NO OBJECTS VISIBLE INCLUDING
 OL0436'REFERENCE MARK 2 WHICH IS OBSTRUCTED BY TREES AND
 OL0436'SHRUBERY ON LINE.  A
 OL0436'NEW DESCRIPTION FOLLOWS-
 OL0436'
 OL0436'THE STATION IS LOCATED AT THE INTERSECTION OF W BROWN DEER RD.
 OL0436'AND N 56TH STREET,
 OL0436'4 FEET WEST OF A 10 INCH TREE, 24 FEET NORTHWEST OF
 OL0436'THE NORTHWEST CORNER OF A HOUSE/5435
 OL0436'W BROWN DEER RD), 7 FEET EAST OF
 OL0436'A WOODEN FENCE, 33 FEET SOUTHEAST OF A FENCE CORNER, 68
 OL0436'FEET SOUTH OF THE
 OL0436'SOUTH CURB OF W BROWN DEER RD., 48 FEET SOUTH OF THE CENTERLINE OF
 OL0436'A FRONTAGE ROAD, 180
 OL0436'FEET EAST OF THE CENTERLINE OF N 56 TH ST., AND ON
 OL0436'THE PROPERTY OF BETTY PRESTIN.  THE
 OL0436'MONUMENT IS 4 INCHES UNDERGROUND AND
 OL0436'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
 OL0436'POLE, 144 FEET SOUTH OF THE SOUTH CURB OF W BROWN DEER
 OL0436'RD. AND 173 FEET EAST OF THE
 OL0436'CENTERLINE OF N 56TH ST.  THE MONUMENT PROJECTS
 OL0436'2 INCHES AND THE DISK IS STAMPED BROWN DEER NO
 OL0436'2 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0433 ***********************************************************************
 OL0433  DESIGNATION -  BROWN DEER H AND H NURSERY STK
 OL0433  PID         -  OL0433
 OL0433  STATE/COUNTY-  WI/MILWAUKEE
 OL0433  USGS QUAD   -  THIENSVILLE (1976)
 OL0433
 OL0433                         *CURRENT SURVEY CONTROL
 OL0433  ___________________________________________________________________
 OL0433* NAD 83(1991)-  43 10 48.60456(N)    087 57 58.90048(W)     ADJUSTED  
 OL0433* NAVD 88     -                                                        
 OL0433  ___________________________________________________________________
 OL0433  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 OL0433  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 OL0433
 OL0433  HORZ ORDER  -  THIRD
 OL0433
 OL0433.The horizontal coordinates were established by classical geodetic methods
 OL0433.and adjusted by the National Geodetic Survey in November 1991..
 OL0433
 OL0433
 OL0433.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0433
 OL0433.The geoid height was determined by GEOID03.
 OL0433
 OL0433;                    North         East     Units Scale Factor Converg.
 OL0433;SPC WI S     -   133,121.054   765,313.228   MT  0.99993995   +1 23 50.4
 OL0433;SPC WI S     -   436,747.99  2,510,865.15   sFT  0.99993995   +1 23 50.4
 OL0433;UTM  16      - 4,781,275.688   421,463.775   MT  0.99967587   -0 39 40.7
 OL0433
 OL0433                          SUPERSEDED SURVEY CONTROL
 OL0433
 OL0433  NAD 83(1986)-  43 10 48.59359(N)    087 57 58.90970(W) AD(       ) 4
 OL0433  NAD 27      -  43 10 48.56200(N)    087 57 58.58900(W) AD(       ) 3
 OL0433
 OL0433.Superseded values are not recommended for survey control.
 OL0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0433.See file dsdata.txt to determine how the superseded data were derived.
 OL0433
 OL0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2146481276(NAD 83)
 OL0433
 OL0433  HISTORY     - Date     Condition        Report By
 OL0433  HISTORY     - 1953     MONUMENTED       CGS
 OL0433  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OL0433  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 OL0433  HISTORY     - 20020925 MARK NOT FOUND   USPSQD
 OL0433
 OL0433                          STATION DESCRIPTION
 OL0433
 OL0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OL0433'STATION IS THE CENTER OF THE TOP OF A ROUND, YELLOW BRICK STACK,
 OL0433'ABOUT 100 FEET
 OL0433'HIGH, LOCATED NEAR THE CENTER OF A LARGE GROUP OF GREENHOUSES AT THE
 OL0433'HOLTON AND HUNKEL NURSERY IN THE
 OL0433'BROWN DEER SECTION OF MILWAUKEE COUNTY.  IT IS ABOUT 150
 OL0433'FEET WEST OF STATE HIGHWAY 57 (GREEN BAY ROAD) AND
 OL0433'ABOUT 0.25 MILE NORTHWEST OF THE
 OL0433'INTERSECTION OF STATE HIGHWAY 57 WITH STATE HIGHWAY 100 (BROWN DEER
 OL0433'ROAD).
 OL0433
 OL0433                          STATION RECOVERY (1971)
 OL0433
 OL0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JGR)
 OL0433'RECOVERED AS DESCRIBED IN 1953 DESCRIPTION.
 OL0433
 OL0433                          STATION RECOVERY (1989)
 OL0433
 OL0433'RECOVERY NOTE BY US POWER SQUADRON 1989 (JCB)
 OL0433'MARK NOT FOUND.
 OL0433
 OL0433                          STATION RECOVERY (2002)
 OL0433
 OL0433'RECOVERY NOTE BY US POWER SQUADRON 2002 (JG)
 OL0433'STACKS AND NURSERY APPEAR TO HAVE BEEN REPLACED BY AN INDUSTRIAL PARK.
 OL0433' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 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  USGS QUAD   -  MILWAUKEE (1971)
 DG4836
 DG4836                         *CURRENT SURVEY CONTROL
 DG4836  ___________________________________________________________________
 DG4836* NAD 83(1997)-  43 06 26.34810(N)    087 59 52.55123(W)     ADJUSTED  
 DG4836* NAVD 88     -       208.27   (meters)     683.3    (feet)  GPS OBS   
 DG4836  ___________________________________________________________________
 DG4836  X           -     162,937.502 (meters)                     COMP
 DG4836  Y           -  -4,661,093.498 (meters)                     COMP
 DG4836  Z           -   4,336,332.064 (meters)                     COMP
 DG4836  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 DG4836  ELLIP HEIGHT-         173.24  (meters)          (04/02/04) GPS OBS
 DG4836  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 DG4836
 DG4836  HORZ ORDER  -  FIRST
 DG4836  ELLP ORDER  -  FOURTH    CLASS I
 DG4836
 DG4836.The horizontal coordinates were established by GPS observations
 DG4836.and adjusted by the WI DEPT OF TRANSP in April 2004..
 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.Photographs are available 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 DEFLEC99 derived deflections.
 DG4836
 DG4836.The ellipsoidal height was determined by GPS observations
 DG4836.and is referenced to NAD 83.
 DG4836
 DG4836.The geoid height was determined by GEOID03.
 DG4836
 DG4836;                    North         East     Units Scale Factor Converg.
 DG4836;SPC WI S     -   124,968.549   762,941.729   MT  0.99994564   +1 22 32.3
 DG4836;SPC WI S     -   410,000.98  2,503,084.66   sFT  0.99994564   +1 22 32.3
 DG4836;UTM  16      - 4,773,215.741   418,801.725   MT  0.99968111   -0 40 55.2
 DG4836
 DG4836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4836!SPC WI S     -   0.99997283  x   0.99994564  =   0.99991847
 DG4836!UTM  16      -   0.99997283  x   0.99968111  =   0.99965395
 DG4836
 DG4836                          SUPERSEDED SURVEY CONTROL
 DG4836
 DG4836.No superseded survey control is available for this station.
 DG4836
 DG4836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1880273216(NAD 83)
 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 - 2001
 DG4836
 DG4836  HISTORY     - Date     Condition        Report By
 DG4836  HISTORY     - 2001     MONUMENTED       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'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9516 ***********************************************************************
 DF9516  DESIGNATION -  BROWN DEER W GPS
 DF9516  PID         -  DF9516
 DF9516  STATE/COUNTY-  WI/MILWAUKEE
 DF9516  USGS QUAD   -  MENOMONEE FALLS (1994)
 DF9516
 DF9516                         *CURRENT SURVEY CONTROL
 DF9516  ___________________________________________________________________
 DF9516* NAD 83(1997)-  43 09 43.92192(N)    088 02 40.14102(W)     ADJUSTED  
 DF9516* NAVD 88     -       240.540  (meters)     789.17   (feet)  ADJUSTED  
 DF9516  ___________________________________________________________________
 DF9516  X           -     159,008.868 (meters)                     COMP
 DF9516  Y           -  -4,657,081.545 (meters)                     COMP
 DF9516  Z           -   4,340,803.640 (meters)                     COMP
 DF9516  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 DF9516  ELLIP HEIGHT-         205.57  (meters)          (04/02/04) GPS OBS
 DF9516  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 DF9516  DYNAMIC HT  -         240.480 (meters)     788.97  (feet)  COMP
 DF9516  MODELED GRAV-     980,362.9   (mgal)                       NAVD 88
 DF9516
 DF9516  HORZ ORDER  -  FIRST
 DF9516  VERT ORDER  -  SECOND    CLASS I
 DF9516  ELLP ORDER  -  FOURTH    CLASS I
 DF9516
 DF9516.The horizontal coordinates were established by GPS observations
 DF9516.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DF9516
 DF9516.The orthometric height was determined by differential leveling
 DF9516.and adjusted by the National Geodetic Survey in February 2004..
 DF9516
 DF9516.Photographs are available 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 DEFLEC99 derived deflections.
 DF9516
 DF9516.The ellipsoidal height was determined by GPS observations
 DF9516.and is referenced to NAD 83.
 DF9516
 DF9516.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF9516;SPC WI S     -   130,973.713   759,010.700   MT  0.99994121   +1 20 37.1
 DF9516;SPC WI S     -   429,702.92  2,490,187.60   sFT  0.99994121   +1 20 37.1
 DF9516;UTM  16      - 4,779,356.604   415,089.832   MT  0.99968869   -0 42 52.3
 DF9516
 DF9516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9516!SPC WI S     -   0.99996776  x   0.99994121  =   0.99990898
 DF9516!UTM  16      -   0.99996776  x   0.99968869  =   0.99965646
 DF9516
 DF9516                          SUPERSEDED SURVEY CONTROL
 DF9516
 DF9516  NAVD 88 (04/02/04)  240.54   (m)          789.2    (f) LEVELING    3  
 DF9516
 DF9516.Superseded values are not recommended for survey control.
 DF9516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9516.See file dsdata.txt to determine how the superseded data were derived.
 DF9516
 DF9516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1509079357(NAD 83)
 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 - 2001
 DF9516
 DF9516  HISTORY     - Date     Condition        Report By
 DF9516  HISTORY     - 2001     MONUMENTED       WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0076 ***********************************************************************
 PN0076  DESIGNATION -  BROWN RM 1
 PN0076  PID         -  PN0076
 PN0076  STATE/COUNTY-  WI/BROWN
 PN0076  USGS QUAD   -  GREEN BAY WEST (1992)
 PN0076
 PN0076                         *CURRENT SURVEY CONTROL
 PN0076  ___________________________________________________________________
 PN0076* NAD 83(1986)-  44 30 44.     (N)    088 00 50.     (W)     SCALED    
 PN0076* NAVD 88     -       179.230  (meters)     588.02   (feet)  ADJUSTED  
 PN0076  ___________________________________________________________________
 PN0076  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 PN0076  DYNAMIC HT  -         179.207 (meters)     587.95  (feet)  COMP
 PN0076  MODELED GRAV-     980,488.5   (mgal)                       NAVD 88
 PN0076
 PN0076  VERT ORDER  -  FIRST     CLASS 0
 PN0076
 PN0076.The horizontal coordinates were scaled from a topographic map and have
 PN0076.an estimated accuracy of +/- 6 seconds.
 PN0076
 PN0076.The orthometric height was determined by differential leveling
 PN0076.and adjusted by the National Geodetic Survey in June 1991..
 PN0076
 PN0076.The geoid height was determined by GEOID03.
 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     -    77,370.      757,900.      MT  (+/- 180 meters Scaled)
 PN0076
 PN0076                          SUPERSEDED SURVEY CONTROL
 PN0076
 PN0076.No superseded survey control is available for this station.
 PN0076
 PN0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ194292(NAD 83)
 PN0076_MARKER: DR = REFERENCE MARK DISK
 PN0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0076_SP_SET: CONCRETE POST
 PN0076_STAMPING: BROWN NO 1 1953
 PN0076_MARK LOGO: CGS   
 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 - August 03, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0075 ***********************************************************************
 PN0075  DESIGNATION -  BROWN RM 2
 PN0075  PID         -  PN0075
 PN0075  STATE/COUNTY-  WI/BROWN
 PN0075  USGS QUAD   -  GREEN BAY WEST (1992)
 PN0075
 PN0075                         *CURRENT SURVEY CONTROL
 PN0075  ___________________________________________________________________
 PN0075* NAD 83(1986)-  44 30 44.     (N)    088 00 50.     (W)     SCALED    
 PN0075* NAVD 88     -       179.928  (meters)     590.31   (feet)  ADJUSTED  
 PN0075  ___________________________________________________________________
 PN0075  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 PN0075  DYNAMIC HT  -         179.905 (meters)     590.24  (feet)  COMP
 PN0075  MODELED GRAV-     980,488.5   (mgal)                       NAVD 88
 PN0075
 PN0075  VERT ORDER  -  FIRST     CLASS 0
 PN0075
 PN0075.The horizontal coordinates were scaled from a topographic map and have
 PN0075.an estimated accuracy of +/- 6 seconds.
 PN0075
 PN0075.The orthometric height was determined by differential leveling
 PN0075.and adjusted by the National Geodetic Survey in June 1991..
 PN0075
 PN0075.The geoid height was determined by GEOID03.
 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     -    77,370.      757,900.      MT  (+/- 180 meters Scaled)
 PN0075
 PN0075                          SUPERSEDED SURVEY CONTROL
 PN0075
 PN0075.No superseded survey control is available for this station.
 PN0075
 PN0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ194292(NAD 83)
 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 = OCTOBER  7, 2006
 QN0260 ***********************************************************************
 QN0260  DESIGNATION -  BROWNLEE
 QN0260  PID         -  QN0260
 QN0260  STATE/COUNTY-  WI/WASHBURN
 QN0260  USGS QUAD   -  BEAN LAKE (1971)
 QN0260
 QN0260                         *CURRENT SURVEY CONTROL
 QN0260  ___________________________________________________________________
 QN0260* NAD 83(1991)-  45 55 56.30427(N)    091 33 13.91991(W)     ADJUSTED  
 QN0260* NAVD 88     -       377.018  (meters)    1236.93   (feet)  POSTED    
 QN0260  ___________________________________________________________________
 QN0260  LAPLACE CORR-          -6.07  (seconds)                    DEFLEC99
 QN0260  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 QN0260  DYNAMIC HT  -         377.010 (meters)    1236.91  (feet)  COMP
 QN0260  MODELED GRAV-     980,587.0   (mgal)                       NAVD 88
 QN0260
 QN0260  HORZ ORDER  -  FIRST
 QN0260  VERT ORDER  -  * POSTED, Code A , 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.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QN0260.rate of 0.0 thru 1.0 mm/km.
 QN0260
 QN0260.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0260
 QN0260.The geoid height was determined by GEOID03.
 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;                    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     -   0.99994544  x   0.99995375  =   0.99989919
 QN0260!UTM  15      -   0.99994544  x   0.99975452  =   0.99969997
 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  NGVD 29 (??/??/92)  377.040  (m)         1237.01   (f) ADJ UNCH    1 2
 QN0260
 QN0260.Superseded values are not recommended for survey control.
 QN0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0260.See file dsdata.txt to determine how the superseded data were derived.
 QN0260
 QN0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1211487543(NAD 83)
 QN0260_MARKER: DS = TRIANGULATION STATION DISK
 QN0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0260_STAMPING: BROWNLEE 1921
 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             NGS
 QN0260  HISTORY     - 1928     GOOD             CGS
 QN0260  HISTORY     - 1934     GOOD             NGS
 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 NATIONAL 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 NATIONAL 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 = OCTOBER  7, 2006
 OM1371 ***********************************************************************
 OM1371  HT_MOD      -  This is a Height Modernization Survey Station.
 OM1371  DESIGNATION -  BROWNSVILLE GPS
 OM1371  PID         -  OM1371
 OM1371  STATE/COUNTY-  WI/DODGE
 OM1371  USGS QUAD   -  BYRON (1974)
 OM1371
 OM1371                         *CURRENT SURVEY CONTROL
 OM1371  ___________________________________________________________________
 OM1371* NAD 83(1997)-  43 37 37.91601(N)    088 28 36.77772(W)     ADJUSTED  
 OM1371* NAVD 88     -       318.52   (meters)    1045.0    (feet)  GPS OBS   
 OM1371  ___________________________________________________________________
 OM1371  X           -     122,916.733 (meters)                     COMP
 OM1371  Y           -  -4,622,724.079 (meters)                     COMP
 OM1371  Z           -   4,378,397.550 (meters)                     COMP
 OM1371  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 OM1371  ELLIP HEIGHT-         283.21  (meters)          (11/17/00) GPS OBS
 OM1371  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 OM1371  OBS GRAVITY -     980,382.5   (mgal)                       GRAV_OBS
 OM1371
 OM1371  HORZ ORDER  -  FIRST
 OM1371  ELLP ORDER  -  THIRD     CLASS II
 OM1371
 OM1371.The horizontal coordinates were established by GPS observations
 OM1371.and adjusted by the National Geodetic Survey in July 2000..
 OM1371
 OM1371.The orthometric height was determined by GPS observations and a
 OM1371.high-resolution geoid model using precise GPS observation and
 OM1371.processing techniques. It supersedes the leveled height previously
 OM1371.determined 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 DEFLEC99 derived deflections.
 OM1371
 OM1371.The ellipsoidal height was determined by GPS observations
 OM1371.and is referenced to NAD 83.
 OM1371
 OM1371.The geoid height was determined by GEOID03.
 OM1371.The observed gravity was obtained from relative gravimeter ties
 OM1371.to the IGSN71 gravity network.
 OM1371
 OM1371;                    North         East     Units Scale Factor Converg.
 OM1371;SPC WI S     -   181,889.879   722,911.589   MT  0.99994031   +1 02 47.5
 OM1371;SPC WI S     -   596,750.38  2,371,752.44   sFT  0.99994031   +1 02 47.5
 OM1371;UTM  16      - 4,831,527.626   380,852.702   MT  0.99977461   -1 01 08.8
 OM1371
 OM1371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1371!SPC WI S     -   0.99995559  x   0.99994031  =   0.99989590
 OM1371!UTM  16      -   0.99995559  x   0.99977461  =   0.99973021
 OM1371
 OM1371                          SUPERSEDED SURVEY CONTROL
 OM1371
 OM1371  ELLIP H (07/06/00)  283.21   (m)                       GP(       ) 2 1
 OM1371  NAVD 88 (10/20/00)  318.523  (m)         1045.02   (f) ADJUSTED    2 1
 OM1371
 OM1371.Superseded values are not recommended for survey control.
 OM1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1371.See file dsdata.txt to determine how the superseded data were derived.
 OM1371
 OM1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8085331528(NAD 83)
 OM1371_MARKER: DD = SURVEY DISK
 OM1371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1371_SP_SET: CONCRETE POST
 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 = OCTOBER  7, 2006
 DH5003 ***********************************************************************
 DH5003  DESIGNATION -  BROWNTOWN GPS
 DH5003  PID         -  DH5003
 DH5003  STATE/COUNTY-  WI/GREEN
 DH5003  USGS QUAD   -  MONROE (1982)
 DH5003
 DH5003                         *CURRENT SURVEY CONTROL
 DH5003  ___________________________________________________________________
 DH5003* NAD 83(1997)-  42 35 20.53421(N)    089 43 14.31084(W)     ADJUSTED  
 DH5003* NAVD 88     -                                                        
 DH5003  ___________________________________________________________________
 DH5003  X           -      22,931.279 (meters)                     COMP
 DH5003  Y           -  -4,703,121.555 (meters)                     COMP
 DH5003  Z           -   4,294,193.455 (meters)                     COMP
 DH5003  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 DH5003  ELLIP HEIGHT-         283.42  (meters)          (08/01/05) GPS OBS
 DH5003  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 DH5003
 DH5003  HORZ ORDER  -  FIRST
 DH5003  ELLP ORDER  -  SECOND    CLASS I
 DH5003
 DH5003.The horizontal coordinates were established by GPS observations
 DH5003.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5003
 DH5003
 DH5003.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5003
 DH5003.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5003
 DH5003.The ellipsoidal height was determined by GPS observations
 DH5003.and is referenced to NAD 83.
 DH5003
 DH5003.The geoid height was determined by GEOID03.
 DH5003
 DH5003;                    North         East     Units Scale Factor Converg.
 DH5003;SPC WI S     -    65,476.045   622,931.048   MT  1.00003222   +0 11 31.0
 DH5003;SPC WI S     -   214,815.99  2,043,732.95   sFT  1.00003222   +0 11 31.0
 DH5003;UTM  16      - 4,718,767.872   276,765.618   MT  1.00021315   -1 50 30.9
 DH5003
 DH5003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5003!SPC WI S     -   0.99995555  x   1.00003222  =   0.99998777
 DH5003!UTM  16      -   0.99995555  x   1.00021315  =   1.00016869
 DH5003
 DH5003                          SUPERSEDED SURVEY CONTROL
 DH5003
 DH5003.No superseded survey control is available for this station.
 DH5003
 DH5003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7676618768(NAD 83)
 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 - December 27, 2005
 DH5003
 DH5003  HISTORY     - Date     Condition        Report By
 DH5003  HISTORY     - 200306   MONUMENTED       WIDT
 DH5003  HISTORY     - 20051227 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0591 ***********************************************************************
 PO0591  DESIGNATION -  BRUCE
 PO0591  PID         -  PO0591
 PO0591  STATE/COUNTY-  WI/CLARK
 PO0591  USGS QUAD   -  MERRILLAN (1984)
 PO0591
 PO0591                         *CURRENT SURVEY CONTROL
 PO0591  ___________________________________________________________________
 PO0591* NAD 83(1991)-  44 26 38.53792(N)    090 47 36.17578(W)     ADJUSTED  
 PO0591* NAVD 88     -       415.1    (meters)    1362.     (feet)  VERTCON   
 PO0591  ___________________________________________________________________
 PO0591  LAPLACE CORR-          -6.49  (seconds)                    DEFLEC99
 PO0591  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 PO0591
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0591
 PO0591.The geoid height was determined by GEOID03.
 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  =   0.99990905
 PO0591!UTM  15      -   0.99994006  x   0.99997918  =   0.99991924
 PO0591
 PO0591:                Primary Azimuth Mark                     Grid Az
 PO0591:SPC WI C     -  NEILLSVILLE MUNICIPAL TOWER              051 58 23.1
 PO0591:UTM  15      -  NEILLSVILLE MUNICIPAL TOWER              049 52 04.0
 PO0591
 PO0591|---------------------------------------------------------------------|
 PO0591| PID    Reference Object                     Distance      Geod. Az  |
 PO0591|                                                           dddmmss.s |
 PO0591| PO0615 NEILLSVILLE MUNICIPAL TOWER         APPROX.20.6 KM 0512447.8 |
 PO0591| PO0592 BRUCE MOUND LOOKOUT                 188.568 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0591.See file dsdata.txt to determine how the superseded data were derived.
 PO0591
 PO0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK7559023561(NAD 83)
 PO0591_MARKER: DS = TRIANGULATION STATION DISK
 PO0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0591_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PO0591_MAGNETIC: N = NO MAGNETIC MATERIAL
 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
 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
 PO0591'NORTH OF BLACK RIVER FALLS, AND 12 MILES SOUTHWEST OF NEILLSVILLE,
 PO0591'NEAR THE CENTER OF SEC. 30, T. 23 N., R. 3 W., ON LAND OWNED
 PO0591'AND OCCUPIED BY STANLEY KUROWSKI WHO LIVES TO THE WEST OF THE
 PO0591'STATION, AT BASE OF HILL.  THE STATION IS ON THE WEST KNOLL
 PO0591'OF MOUND LOCALLY KNOWN AS BRUCE MOUND, ABOUT 300 YARDS WEST
 PO0591'OF THE BRUCE MOUND LOOKOUT TOWER, AND IN THE CENTER OF
 PO0591'FOUNDATIONS OF OLD LOOKOUT TOWER.  THE MARK PROJECTS 5 INCHES.
 PO0591'
 PO0591'TO REACH FROM MERRILLAN, FROM THE INTERSECTION OF U.S. HIGHWAY
 PO0591'12 AND STATE HIGHWAY 95, GO EAST ON HIGHWAY 95 FOR 3.55 MILES
 PO0591'TO DIRT SIDE ROAD LEADING SOUTH, THENCE SOUTH ON THIS ROAD
 PO0591'0.85 MILE TO SOUTH EDGE OF FIELD AND GATE.  GO THROUGH GATE
 PO0591'AND THENCE WEST ALONG THE SOUTH EDGE OF FIELD FOR ABOUT 0.25
 PO0591'MILE TO A CLEARING ON THE LEFT.  FOLLOW THIS CLEARING (C.W.A.
 PO0591'ROAD) SOUTH AND WEST TO ITS END (0.4 MILE).  THIS IS THE END OF
 PO0591'ANY CONVEYANCE TRAVEL, ONLY A LIGHT TRUCK CAN BE DRIVEN THIS FAR.
 PO0591'FROM THE END OF THE C.W.A. ROAD AT SADDLE, FOLLOW UP DRAW
 PO0591'ABOUT 75 YARDS ALONG DIM TRAIL, THENCE TO THE LEFT ALONG
 PO0591'RIDGE ABOUT 250 YARDS TO STATION.
 PO0591'
 PO0591'REFERENCE MARK NO. 1 IS EAST OF THE STATION, ON TOP OF RIDGE
 PO0591'RUNNING EAST FROM THE STATION, AND PROJECTS 4 INCHES.  THE
 PO0591'DISTANCE BETWEEN THE REFERENCE MARKS IS 93.50 FEET.
 PO0591'
 PO0591'REFERENCE MARK NO. 2 IS NORTH OF THE STATION, ON THE NORTHEAST
 PO0591'SLOPE OF RIDGE RUNNING NORTH FROM THE STATION, AND PROJECTS
 PO0591'4 INCHES.
 PO0591'
 PO0591'THE AZIMUTH MARK IS SOUTH-SOUTHEAST OF THE STATION, 15 FEET
 PO0591'SOUTH OF THE CENTER LINE OF ROAD, 6 INCHES NORTH OF FENCE
 PO0591'LINE, 0.45 MILE WEST OF CROSSROADS WHICH ARE 0.45 MILE SOUTH
 PO0591'OF SOUTH EDGE OF FIELD, WHERE YOU TURN TO GO TO STATION.
 PO0591'THE MARK 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
 PO0591'BRONZE 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
 PO0591'NEW TO REACH DESCRIPTION FOLLOWS--TO REACH THE STATION FROM
 PO0591'MERRILLAN POST OFFICE, GO SOUTH 1/2 BLOCK TO JUNCTION WISC.
 PO0591'95, TURN LEFT AND GO 0.7 MILE TO A R.R. CROSSING AND A ROAD
 PO0591'JUNCTION.  EAST OF THE CROSSING, TURN LEFT ON THE GRAVEL ROAD
 PO0591'AND GO EAST AND S.E. 1.7 MILES TO A TRAIL JUNCTION AND TELEPHONE
 PO0591'LINE LEADING EAST.  FOLLOW THE TRAIL AND TELEPHONE LINE,
 PO0591'CLIMBING TO THE CREST OF A STEEP HILL AND TO THE STATION.
 PO0591'THE STATION IS 2.74 FT. S.W. OF THE CENTER OF BRUCE MOUNT
 PO0591'LOOKOUT TOWER.
 PO0591'
 PO0591'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 PO0591'EAST OF 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
 PO0591'CONDITION.  THE AZIMUTH MARK WAS DESTROYED ACCORDING TO A
 PO0591'REPORT OF THE USGS.  THERE WERE NO OBJECTS VISIBLE AT THIS
 PO0591'TIME TO SET A NEW AZIMUTH MARK FROM.  THE DESCRIPTION IS VERY
 PO0591'POOR AND A NEW DESCRIPTION FOLLOWS--
 PO0591'
 PO0591'THE STATION IS LOCATED ON THE WEST KNOLL OF BRUCE MOUND UNDER
 PO0591'AND NEAR THE CENTER OF THE BRUCE MOUND LOOKOUT TOWER, 8 FEET
 PO0591'NORTHEAST OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER, 11 FEET
 PO0591'SOUTHEAST OF THE NORTHWEST LEG, 14 FEET SOUTHWEST OF THE
 PO0591'NORTHEAST LEG AND 12 FEET NORTHWEST OF THE SOUTHEAST LEG.
 PO0591'THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED BRUCE
 PO0591'1934.
 PO0591'
 PO0591'TO REACH THE STATION FROM THE MERRILLAN CITY HALL, GO EAST ON
 PO0591'STATE HIGHWAY 95 FOR 0.65 MILE TO A ROAD FORK AFTER CROSSING
 PO0591'RAILROAD TRACKS.  TURN RIGHT AND GO SOUTH AND SOUTHEAST ON
 PO0591'THE GRADED ROAD FOR 1.75 MILES TO A HOUSE ON THE RIGHT AND
 PO0591'TELEPHONE POLES ON THE LEFT LEADING UPHILL TO LOOKOUT TOWER.
 PO0591'FROM THIS POINT PACK EAST AND UPHILL FOR ABOUT 0.3 MILE TO THE
 PO0591'LOOKOUT TOWER AND THE STATION.
 PO0591'
 PO0591'REFERENCE MARK 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
 PO0591'A 14 INCH PINE TREE AND ON THE HIGHEST POINT OF A SMALL RIDGE
 PO0591'RUNNING EAST.  THE MONUMENT PROJECTS 5 INCHES AND THE DISK
 PO0591'IS STAMPED BRUCE NO. 1 1934.
 PO0591'
 PO0591'REFERENCE MARK 2 IS 34 FEET NORTH OF THE NORTHWEST LEG OF
 PO0591'THE TOWER, 9 FEET NORTH OF A 10 INCH OAK TREE, 6 FEET EAST
 PO0591'OF AN 8 INCH OAK TREE AND ON THE EAST SLOPE OF RIDGE RUNNING
 PO0591'NORTHWEST.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 PO0591'STAMPED BRUCE NO 2 1934.
 PO0591'
 PO0591'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 PO0591'E OF 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
 PO0591'AND FOUND IN GOOD CONDITION.  THE STATION APPEARS TO BE IN
 PO0591'CLARK COUNTY, NOT JACKSON COUNTY AS STATED IN THE OLD DATA.
 PO0591'THE DIRECTION BETWEEN THE REFERENCE MARKS COMPARED FAVORABLY
 PO0591'WITH THE 1934 DATA BY C.A.S.  HOWEVER, THE DISTANCE TO
 PO0591'REFERENCE MARK 1 WAS FOUND TO BE 0.009 METER SHORTER AND THE
 PO0591'DISTANCE TO REFERENCE MARK 2 WAS FOUND TO BE 0.009 METER
 PO0591'LONGER THAN THE 1934 DATA.  A NEW AND COMPLETE DESCRIPTION
 PO0591'FOLLOWS.
 PO0591'THE STATION IS LOCATED ABOUT 19.3 KM (12 MI) SOUTHWEST OF
 PO0591'NEILLSVILLE, 17.7 KM (11 MI) NORTH OF BLACK RIVER FALLS,
 PO0591'3.2 KM (2 MI) EAST OF MERRILLAN, ON THE WEST END OF A HILL
 PO0591'LOCALLY KNOWN AS BRUCE MOUND, UNDER THE BRUCE MOUND LOOKOUT
 PO0591'TOWER, AND IN THE NW1/4,SEC30,T23N,R3W OF DEWHURST TOWNSHIP.
 PO0591'OWNERSHIP--STATE OF WISCONSIN-CLARK COUNTY, MR. DON KIRN,
 PO0591'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
 PO0591'AND STATE HIGHWAYS 27 AND 95 IN MERRILLAN, GO EAST ON STATE
 PO0591'HIGHWAY 95 FOR 5.2 KM (3.2 MI) TO A PAVED ROAD ON THE RIGHT
 PO0591'AND SIGN (BRUCE MOUND WINTER SPORTS AREA).  TURN RIGHT AND GO
 PO0591'SOUTH ON BRUCE MOUND ROAD FOR 1.1 KM (0.7 MI) TO A GRAVEL ROAD
 PO0591'ON THE RIGHT WITH A LOCKED CABLE ACROSS ROAD.  TURN RIGHT
 PO0591'AND GO WESTERLY ON THE GRAVEL ROAD FOR 0.3 KM (0.2 MI) TO THE
 PO0591'SKI LODGE.  CONTINUE WESTERLY ON A TRACK ROAD FOR 0.3 KM (0.2 MI)
 PO0591'TO A SKI LIFT CROSSING AND CABLE SUPPORT POLE NUMBER 3 ON
 PO0591'THE RIGHT.  CONTINUE WEST AND NORTHWESTERLY ON THE TRACK
 PO0591'ROAD, UPHILL ON A SKI SLOPE, FOR 0.6 KM (0.35 MI) TO A
 PO0591'SADDLE ABOUT 150 FEET WEST FROM THE TOP END OF A SKI LIFT,
 PO0591'AND THE END OF TRUCK TRAVEL.  FROM HERE, PACK WESTERLY
 PO0591'UP THE CREST OF THE RIDGE FOR ABOUT 200 YARDS TO THE BRUCE
 PO0591'MOUND LOOKOUT TOWER AND THE STATION SITE.  (ABOUT A 15 MINUTE
 PO0591'PACK.)
 PO0591'
 PO0591'THE STATION IS A STANDARD CGS DISK
 PO0591'STAMPED---BRUCE 1934---,
 PO0591'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PO0591'PROJECTING 3 CM ABOVE THE GROUND.  IT IS LOCATED
 PO0591'4.97 METERS (16.3 FT) EAST-NORTHEAST FROM A DOUBLE TRUNK OAK TREE,
 PO0591'4.33 METERS (14.2 FT) SOUTHWEST FROM THE NORTHEAST LEG OF THE
 PO0591'LOOKOUT TOWER AND
 PO0591'3.66 METERS (12.0 FT) NORTHWEST FROM THE SOUTHEAST LEG OF THE
 PO0591'LOOKOUT TOWER.
 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
 PO0591'STAMPED---BRUCE NO 1 1934---,
 PO0591'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PO0591'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 PO0591'18.26 METERS (59.9 FT) EAST-SOUTHEAST FROM THE NORTHEAST LEG OF
 PO0591'THE LOOKOUT TOWER,
 PO0591'3.57 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.
 PO0591'MARK IS BELOW STATION 0.30 METERS.
 PO0591'
 PO0591'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK
 PO0591'STAMPED---BRUCE NO 2 1934---,
 PO0591'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PO0591'PROJECTING 9 CM ABOVE THE GROUND.  IT IS LOCATED
 PO0591'11.80 METERS (38.7 FT) NORTHWEST FROM THE NORTHEAST LEG OF THE
 PO0591'LOOKOUT TOWER,
 PO0591'10.21 METERS (33.5 FT) NORTH FROM THE NORTHWEST LEG OF THE
 PO0591'LOOKOUT TOWER AND
 PO0591'2.62 METERS (8.6 FT) NORTH FROM A 7-INCH OAK TREE.
 PO0591'MARK IS BELOW STATION 0.60 METERS.
 PO0591'
 PO0591'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE TREES ARE
 PO0591'ON THE LINE-OF-SIGHT.
 PO0591'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
 PO0591'COUNTY PARKS DEPARTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0592 ***********************************************************************
 PO0592  DESIGNATION -  BRUCE MOUND LOOKOUT
 PO0592  PID         -  PO0592
 PO0592  STATE/COUNTY-  WI/CLARK
 PO0592  USGS QUAD   -  MERRILLAN (1984)
 PO0592
 PO0592                         *CURRENT SURVEY CONTROL
 PO0592  ___________________________________________________________________
 PO0592* NAD 83(1991)-  44 26 39.09832(N)    090 47 27.68412(W)     ADJUSTED  
 PO0592* NAVD 88     -                                                        
 PO0592  ___________________________________________________________________
 PO0592  LAPLACE CORR-          -6.59  (seconds)                    DEFLEC99
 PO0592  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 PO0592
 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
 PO0592.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0592
 PO0592.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 PO0592
 PO0592  NAD 83(1991)-  44 26 39.09791(N)    090 47 27.68328(W) AD(       ) 4
 PO0592  NAD 83(1986)-  44 26 39.09438(N)    090 47 27.69154(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0592.See file dsdata.txt to determine how the superseded data were derived.
 PO0592
 PO0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK7577723584(NAD 83)
 PO0592_MARKER: 57 = LOOKOUT TOWER
 PO0592
 PO0592  HISTORY     - Date     Condition        Report By
 PO0592  HISTORY     - 1934     FIRST OBSERVED   CGS
 PO0592  HISTORY     - 1959     SEE DESCRIPTION  FAS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0596 ***********************************************************************
 PO0596  DESIGNATION -  BRUCE MOUND LOT
 PO0596  PID         -  PO0596
 PO0596  STATE/COUNTY-  WI/CLARK
 PO0596  USGS QUAD   -  MERRILLAN (1984)
 PO0596
 PO0596                         *CURRENT SURVEY CONTROL
 PO0596  ___________________________________________________________________
 PO0596* NAD 83(1991)-  44 26 38.55474(N)    090 47 36.14625(W)     ADJUSTED  
 PO0596* NAVD 88     -                                                        
 PO0596  ___________________________________________________________________
 PO0596  LAPLACE CORR-          -6.49  (seconds)                    DEFLEC99
 PO0596  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 PO0596
 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
 PO0596.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0596
 PO0596.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 PO0596
 PO0596  NAD 83(1991)-  44 26 38.55435(N)    090 47 36.14567(W) AD(       ) 4
 PO0596  NAD 83(1986)-  44 26 38.55131(N)    090 47 36.15449(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0596.See file dsdata.txt to determine how the superseded data were derived.
 PO0596
 PO0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK7559023562(NAD 83)
 PO0596_MARKER: 57 = LOOKOUT TOWER
 PO0596
 PO0596  HISTORY     - Date     Condition        Report By
 PO0596  HISTORY     - 1967     FIRST OBSERVED   USGS
 PO0596
 PO0596                          STATION DESCRIPTION
 PO0596
 PO0596'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0538 ***********************************************************************
 PM0538  DESIGNATION -  BRUCE RESET
 PM0538  PID         -  PM0538
 PM0538  STATE/COUNTY-  WI/BROWN
 PM0538  USGS QUAD   -  GREEN BAY EAST (1992)
 PM0538
 PM0538                         *CURRENT SURVEY CONTROL
 PM0538  ___________________________________________________________________
 PM0538* NAD 83(1997)-  44 31 39.27973(N)    087 53 57.90148(W)     ADJUSTED  
 PM0538* NAVD 88     -       242.3    (meters)     795.     (feet)  VERTCON   
 PM0538  ___________________________________________________________________
 PM0538  X           -     166,947.659 (meters)                     COMP
 PM0538  Y           -  -4,551,646.173 (meters)                     COMP
 PM0538  Z           -   4,450,218.081 (meters)                     COMP
 PM0538  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 PM0538  ELLIP HEIGHT-         206.28  (meters)          (05/03/99) GPS OBS
 PM0538  GEOID HEIGHT-         -36.16  (meters)                     GEOID03
 PM0538
 PM0538  HORZ ORDER  -  B
 PM0538  ELLP ORDER  -  THIRD     CLASS II
 PM0538
 PM0538.The horizontal coordinates were established by GPS observations
 PM0538.and adjusted by the National Geodetic Survey in May 1999..
 PM0538.No horizontal observational check was made to the station.
 PM0538
 PM0538.The NAVD 88 height was computed by applying the VERTCON shift value to
 PM0538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PM0538
 PM0538.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PM0538
 PM0538.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0538
 PM0538.The ellipsoidal height was determined by GPS observations
 PM0538.and is referenced to NAD 83.
 PM0538
 PM0538.The geoid height was determined by GEOID03.
 PM0538
 PM0538;                    North         East     Units Scale Factor Converg.
 PM0538;SPC WI C     -    79,302.529   766,954.224   MT  0.99995911   +1 28 55.6
 PM0538;SPC WI C     -   260,178.38  2,516,248.98   sFT  0.99995911   +1 28 55.6
 PM0538;UTM  16      - 4,930,865.831   428,532.025   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|---------------------------------------------------------------------|
 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(1991)-  44 31 39.27866(N)    087 53 57.90018(W) AD(       ) B
 PM0538  ELLIP H (06/11/91)  206.39   (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  NGVD 29 (06/11/91)  242.3    (m)          795.     (f) GPS OBS        
 PM0538
 PM0538.Superseded values are not recommended for survey control.
 PM0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0538.See file dsdata.txt to determine how the superseded data were derived.
 PM0538
 PM0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2853230866(NAD 83)
 PM0538_MARKER: DS = TRIANGULATION STATION DISK
 PM0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0538_SP_SET: CONCRETE POST
 PM0538_STAMPING: BRUCE 1872 1921 1953
 PM0538_MARK LOGO: CGS   
 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 - August 03, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0840 ***********************************************************************
 RM0840  DESIGNATION -  BRULE
 RM0840  PID         -  RM0840
 RM0840  STATE/COUNTY-  WI/DOUGLAS
 RM0840  USGS QUAD   -  ISLAND LAKE (1984)
 RM0840
 RM0840                         *CURRENT SURVEY CONTROL
 RM0840  ___________________________________________________________________
 RM0840* NAD 83(1991)-  46 27 57.16286(N)    091 33 56.51666(W)     ADJUSTED  
 RM0840* NAVD 88     -       411.     (meters)    1348.     (feet)  SCALED    
 RM0840  ___________________________________________________________________
 RM0840  LAPLACE CORR-         -12.18  (seconds)                    DEFLEC99
 RM0840  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 RM0840
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0840
 RM0840.The geoid height was determined by GEOID03.
 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     -   0.99994001  x   0.99995886  =   0.99989887
 RM0840!UTM  15      -   0.99994001  x   0.99974907  =   0.99968909
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0840.See file dsdata.txt to determine how the superseded data were derived.
 RM0840
 RM0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM1012546811(NAD 83)
 RM0840_MARKER: DS = TRIANGULATION STATION DISK
 RM0840_SETTING: 0 = UNSPECIFIED SETTING
 RM0840
 RM0840  HISTORY     - Date     Condition        Report By
 RM0840  HISTORY     - 1953     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0839 ***********************************************************************
 RM0839  DESIGNATION -  BRULE LOT D
 RM0839  PID         -  RM0839
 RM0839  STATE/COUNTY-  WI/DOUGLAS
 RM0839  USGS QUAD   -  ISLAND LAKE (1984)
 RM0839
 RM0839                         *CURRENT SURVEY CONTROL
 RM0839  ___________________________________________________________________
 RM0839* NAD 83(1991)-  46 27 57.84378(N)    091 33 56.62135(W)     ADJUSTED  
 RM0839* NAVD 88     -       411.     (meters)    1348.     (feet)  SCALED    
 RM0839  ___________________________________________________________________
 RM0839  LAPLACE CORR-         -12.18  (seconds)                    DEFLEC99
 RM0839  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 RM0839
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0839
 RM0839.The geoid height was determined by GEOID03.
 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     -   0.99994001  x   0.99995888  =   0.99989889
 RM0839!UTM  15      -   0.99994001  x   0.99974906  =   0.99968908
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0839.See file dsdata.txt to determine how the superseded data were derived.
 RM0839
 RM0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM1012246832(NAD 83)
 RM0839_MARKER: DB = BENCH MARK DISK
 RM0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0839_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 RM0859 ***********************************************************************
 RM0859  DESIGNATION -  BRULE RIVER
 RM0859  PID         -  RM0859
 RM0859  STATE/COUNTY-  WI/DOUGLAS
 RM0859  USGS QUAD   -  BRULE (1984)
 RM0859
 RM0859                         *CURRENT SURVEY CONTROL
 RM0859  ___________________________________________________________________
 RM0859* NAD 83(1991)-  46 45 17.73642(N)    091 35 18.83511(W)     ADJUSTED  
 RM0859* NAVD 88     -       186.     (meters)     610.     (feet)  SCALED    
 RM0859  ___________________________________________________________________
 RM0859  LAPLACE CORR-         -13.01  (seconds)                    DEFLEC99
 RM0859  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 RM0859
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0859
 RM0859.The geoid height was determined by GEOID03.
 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;SPC MN N     -   129,471.098   915,479.994   MT  1.00007887   +1 07 13.1
 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!SPC MN N     -   0.99997545  x   1.00007887  =   1.00005432
 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:SPC MN N     -  AMINICON RIVER                           250 32 46.1
 RM0859:UTM  15      -  AMINICON RIVER                           250 38 17.6
 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
 RM0859.Superseded values are not recommended for survey control.
 RM0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0859.See file dsdata.txt to determine how the superseded data were derived.
 RM0859
 RM0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM0779478898(NAD 83)
 RM0859_MARKER: Z = SEE DESCRIPTION
 RM0859_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  7, 2006
 OM0811 ***********************************************************************
 OM0811  DESIGNATION -  BRUMDER
 OM0811  PID         -  OM0811
 OM0811  STATE/COUNTY-  WI/WAUKESHA
 OM0811  USGS QUAD   -  STONEBANK (1976)
 OM0811
 OM0811                         *CURRENT SURVEY CONTROL
 OM0811  ___________________________________________________________________
 OM0811* NAD 83(1991)-  43 08 00.42850(N)    088 23 09.79867(W)     ADJUSTED  
 OM0811* NAVD 88     -       308.     (meters)    1010.     (feet)  SCALED    
 OM0811  ___________________________________________________________________
 OM0811  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 OM0811  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 OM0811
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0811
 OM0811.The geoid height was determined by GEOID03.
 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     -   0.99995713  x   0.99994341  =   0.99990054
 OM0811!UTM  16      -   0.99995713  x   0.99975633  =   0.99971347
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0811.See file dsdata.txt to determine how the superseded data were derived.
 OM0811
 OM0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8726976567(NAD 83)
 OM0811_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0811
 OM0811  HISTORY     - Date     Condition        Report By
 OM0811  HISTORY     - 1957     MONUMENTED       CGS
 OM0811  HISTORY     - 1961     SEE DESCRIPTION  THOMAS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0198 ***********************************************************************
 QN0198  DESIGNATION -  BRUN
 QN0198  PID         -  QN0198
 QN0198  STATE/COUNTY-  WI/RUSK
 QN0198  USGS QUAD   -  LADYSMITH (1971)
 QN0198
 QN0198                         *CURRENT SURVEY CONTROL
 QN0198  ___________________________________________________________________
 QN0198* NAD 83(1991)-  45 27 29.98082(N)    091 04 43.20867(W)     ADJUSTED  
 QN0198* NAVD 88     -       344.091  (meters)    1128.91   (feet)  ADJUSTED  
 QN0198  ___________________________________________________________________
 QN0198  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 QN0198  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 QN0198  DYNAMIC HT  -         344.075 (meters)    1128.85  (feet)  COMP
 QN0198  MODELED GRAV-     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
 QN0198.and adjusted by the National Geodetic Survey in June 1991..
 QN0198
 QN0198.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0198
 QN0198.The geoid height was determined by GEOID03.
 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;                    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     -   0.99995081  x   0.99999233  =   0.99994314
 QN0198!UTM  15      -   0.99995081  x   0.99987744  =   0.99982826
 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  NGVD 29 (??/??/92)  344.096  (m)         1128.92   (f) ADJ UNCH    1 2
 QN0198
 QN0198.Superseded values are not recommended for survey control.
 QN0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0198.See file dsdata.txt to determine how the superseded data were derived.
 QN0198
 QN0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL5021835662(NAD 83)
 QN0198_MARKER: DS = TRIANGULATION STATION DISK
 QN0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0198_STAMPING: BRUN 1921
 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             NGS
 QN0198  HISTORY     - 1934     POOR             NGS
 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 NATIONAL 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 NATIONAL 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 = OCTOBER  7, 2006
 QN0520 ***********************************************************************
 QN0520  DESIGNATION -  BRUNET
 QN0520  PID         -  QN0520
 QN0520  STATE/COUNTY-  WI/SAWYER
 QN0520  USGS QUAD   -  LORETTA (1981)
 QN0520
 QN0520                         *CURRENT SURVEY CONTROL
 QN0520  ___________________________________________________________________
 QN0520* NAD 83(1991)-  45 56 46.27961(N)    090 46 33.68387(W)     ADJUSTED  
 QN0520* NAVD 88     -       480.     (meters)    1575.     (feet)  SCALED    
 QN0520  ___________________________________________________________________
 QN0520  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 QN0520  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 QN0520
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0520
 QN0520.The geoid height was determined by GEOID03.
 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     -   0.99992948  x   0.99995279  =   0.99988228
 QN0520!UTM  15      -   0.99992948  x   0.99996528  =   0.99989477
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0520.See file dsdata.txt to determine how the superseded data were derived.
 QN0520
 QN0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL7237390474(NAD 83)
 QN0520_MARKER: DS = TRIANGULATION STATION DISK
 QN0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 QN0262 ***********************************************************************
 QN0262  DESIGNATION -  BRUSH
 QN0262  PID         -  QN0262
 QN0262  STATE/COUNTY-  WI/WASHBURN
 QN0262  USGS QUAD   -  BEAN LAKE (1971)
 QN0262
 QN0262                         *CURRENT SURVEY CONTROL
 QN0262  ___________________________________________________________________
 QN0262* NAD 83(1991)-  45 54 18.85274(N)    091 33 54.00942(W)     ADJUSTED  
 QN0262* NAVD 88     -       381.358  (meters)    1251.17   (feet)  POSTED    
 QN0262  ___________________________________________________________________
 QN0262  LAPLACE CORR-          -4.84  (seconds)                    DEFLEC99
 QN0262  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 QN0262  DYNAMIC HT  -         381.350 (meters)    1251.15  (feet)  COMP
 QN0262  MODELED GRAV-     980,584.0   (mgal)                       NAVD 88
 QN0262
 QN0262  HORZ ORDER  -  FIRST
 QN0262  VERT ORDER  -  * POSTED, Code A , 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.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QN0262.rate of 0.0 thru 1.0 mm/km.
 QN0262
 QN0262.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0262
 QN0262.The geoid height was determined by GEOID03.
 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;                    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     -   0.99994478  x   0.99995579  =   0.99990057
 QN0262!UTM  15      -   0.99994478  x   0.99975230  =   0.99969709
 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
 QN0262.Superseded values are not recommended for survey control.
 QN0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0262.See file dsdata.txt to determine how the superseded data were derived.
 QN0262
 QN0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1130484520(NAD 83)
 QN0262_MARKER: DS = TRIANGULATION STATION DISK
 QN0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0262_STAMPING: BRUSH 1921
 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             NGS
 QN0262  HISTORY     - 1934     MARK NOT FOUND   NGS
 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 NATIONAL 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 NATIONAL 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 = OCTOBER  7, 2006
 PM0528 ***********************************************************************
 PM0528  DESIGNATION -  BRUSSELS
 PM0528  PID         -  PM0528
 PM0528  STATE/COUNTY-  WI/DOOR
 PM0528  USGS QUAD   -  NAMUR (1978)
 PM0528
 PM0528                         *CURRENT SURVEY CONTROL
 PM0528  ___________________________________________________________________
 PM0528* NAD 83(1991)-  44 44 01.65168(N)    087 38 45.88011(W)     ADJUSTED  
 PM0528* NAVD 88     -       233.     (meters)     764.     (feet)  SCALED    
 PM0528  ___________________________________________________________________
 PM0528  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 PM0528  GEOID HEIGHT-         -36.42  (meters)                     GEOID03
 PM0528
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0528
 PM0528.The geoid height was determined by GEOID03.
 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     -   0.99996918  x   0.99994378  =   0.99991296
 PM0528!UTM  16      -   0.99996918  x   0.99963218  =   0.99960137
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0528.See file dsdata.txt to determine how the superseded data were derived.
 PM0528
 PM0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ4884453582(NAD 83)
 PM0528_MARKER: DS = TRIANGULATION STATION DISK
 PM0528_SETTING: 66 = SET IN ROCK OUTCROP
 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 = OCTOBER  7, 2006
 PM0529 ***********************************************************************
 PM0529  DESIGNATION -  BRUSSELS 2
 PM0529  PID         -  PM0529
 PM0529  STATE/COUNTY-  WI/DOOR
 PM0529  USGS QUAD   -  NAMUR (1978)
 PM0529
 PM0529                         *CURRENT SURVEY CONTROL
 PM0529  ___________________________________________________________________
 PM0529* NAD 83(1991)-  44 44 02.65431(N)    087 38 44.25597(W)     ADJUSTED  
 PM0529* NAVD 88     -       233.     (meters)     764.     (feet)  SCALED    
 PM0529  ___________________________________________________________________
 PM0529  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 PM0529  GEOID HEIGHT-         -36.42  (meters)                     GEOID03
 PM0529
 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.No horizontal observational check was made to the station.
 PM0529
 PM0529.The orthometric height was scaled from a topographic map.
 PM0529
 PM0529.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0529
 PM0529.The geoid height was determined by GEOID03.
 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     -   0.99996918  x   0.99994377  =   0.99991295
 PM0529!UTM  16      -   0.99996918  x   0.99963213  =   0.99960132
 PM0529
 PM0529:                Primary Azimuth Mark                     Grid Az
 PM0529:SPC WI C     -  BRUSSELS ST FRANCIS CATH CH              047 26 43.7
 PM0529:UTM  16      -  BRUSSELS ST FRANCIS CATH CH              049 33 39.9
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0529.See file dsdata.txt to determine how the superseded data were derived.
 PM0529
 PM0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ4888053612(NAD 83)
 PM0529_MARKER: DS = TRIANGULATION STATION DISK
 PM0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0529_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 PM0515 ***********************************************************************
 PM0515  DESIGNATION -  BRUSSELS ST FRANCIS CATH CH
 PM0515  PID         -  PM0515
 PM0515  STATE/COUNTY-  WI/DOOR
 PM0515  USGS QUAD   -  BRUSSELS (1978)
 PM0515
 PM0515                         *CURRENT SURVEY CONTROL
 PM0515  ___________________________________________________________________
 PM0515* NAD 83(1991)-  44 44 55.62528(N)    087 37 18.40866(W)     ADJUSTED  
 PM0515* NAVD 88     -                                                        
 PM0515  ___________________________________________________________________
 PM0515  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 PM0515  GEOID HEIGHT-         -36.45  (meters)                     GEOID03
 PM0515
 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
 PM0515.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0515
 PM0515.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 PM0515
 PM0515  NAD 83(1986)-  44 44 55.61790(N)    087 37 18.39776(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0515.See file dsdata.txt to determine how the superseded data were derived.
 PM0515
 PM0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5078155232(NAD 83)
 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 = OCTOBER  7, 2006
 QM0693 ***********************************************************************
 QM0693  DESIGNATION -  BRYANT
 QM0693  PID         -  QM0693
 QM0693  STATE/COUNTY-  WI/LANGLADE
 QM0693  USGS QUAD   -  BRYANT (1973)
 QM0693
 QM0693                         *CURRENT SURVEY CONTROL
 QM0693  ___________________________________________________________________
 QM0693* NAD 83(1991)-  45 14 55.21936(N)    089 00 59.29309(W)     ADJUSTED  
 QM0693* NAVD 88     -       536.     (meters)    1759.     (feet)  SCALED    
 QM0693  ___________________________________________________________________
 QM0693  LAPLACE CORR-          -4.62  (seconds)                    DEFLEC99
 QM0693  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 QM0693
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0693
 QM0693.The geoid height was determined by GEOID03.
 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     -   0.99992138  x   0.99996182  =   0.99988321
 QM0693!UTM  16      -   0.99992138  x   0.99990788  =   0.99982927
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0693.See file dsdata.txt to determine how the superseded data were derived.
 QM0693
 QM0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR4176012553(NAD 83)
 QM0693_MARKER: DS = TRIANGULATION STATION DISK
 QM0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0693_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 QM0695 ***********************************************************************
 QM0695  DESIGNATION -  BRYANT LOOKOUT
 QM0695  PID         -  QM0695
 QM0695  STATE/COUNTY-  WI/LANGLADE
 QM0695  USGS QUAD   -  BRYANT (1973)
 QM0695
 QM0695                         *CURRENT SURVEY CONTROL
 QM0695  ___________________________________________________________________
 QM0695* NAD 83(1991)-  45 14 55.28668(N)    089 00 59.81555(W)     ADJUSTED  
 QM0695* NAVD 88     -                                                        
 QM0695  ___________________________________________________________________
 QM0695  LAPLACE CORR-          -4.62  (seconds)                    DEFLEC99
 QM0695  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 QM0695
 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
 QM0695.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0695
 QM0695.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 QM0695
 QM0695  NAD 83(1986)-  45 14 55.28793(N)    089 00 59.81864(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0695.See file dsdata.txt to determine how the superseded data were derived.
 QM0695
 QM0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR4174912556(NAD 83)
 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 = OCTOBER  7, 2006
 QM0692 ***********************************************************************
 QM0692  DESIGNATION -  BRYANT RM 3
 QM0692  PID         -  QM0692
 QM0692  STATE/COUNTY-  WI/LANGLADE
 QM0692  USGS QUAD   -  BRYANT (1973)
 QM0692
 QM0692                         *CURRENT SURVEY CONTROL
 QM0692  ___________________________________________________________________
 QM0692* NAD 83(1991)-  45 14 54.98138(N)    089 00 58.93006(W)     ADJUSTED  
 QM0692* NAVD 88     -       536.     (meters)    1759.     (feet)  SCALED    
 QM0692  ___________________________________________________________________
 QM0692  LAPLACE CORR-          -4.62  (seconds)                    DEFLEC99
 QM0692  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 QM0692
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0692
 QM0692.The geoid height was determined by GEOID03.
 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     -   0.99992138  x   0.99996181  =   0.99988320
 QM0692!UTM  16      -   0.99992138  x   0.99990785  =   0.99982924
 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|---------------------------------------------------------------------|
 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 BM 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0692.See file dsdata.txt to determine how the superseded data were derived.
 QM0692
 QM0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR4176812546(NAD 83)
 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 = OCTOBER  7, 2006
 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  USGS QUAD   -  WRIGHTSTOWN (1992)
 DF5990
 DF5990                         *CURRENT SURVEY CONTROL
 DF5990  ___________________________________________________________________
 DF5990* NAD 83(1997)-  44 15 27.13058(N)    088 14 16.43379(W)     ADJUSTED  
 DF5990* NAVD 88     -       222.02   (meters)     728.4    (feet)  GPS OBS   
 DF5990  ___________________________________________________________________
 DF5990  X           -     140,700.612 (meters)                     COMP
 DF5990  Y           -  -4,573,521.118 (meters)                     COMP
 DF5990  Z           -   4,428,761.262 (meters)                     COMP
 DF5990  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 DF5990  ELLIP HEIGHT-         185.86  (meters)          (06/11/03) GPS OBS
 DF5990  GEOID HEIGHT-         -36.16  (meters)                     GEOID03
 DF5990
 DF5990  HORZ ORDER  -  FIRST
 DF5990  ELLP ORDER  -  THIRD     CLASS I
 DF5990
 DF5990.The horizontal coordinates were established by GPS observations
 DF5990.and adjusted by the National Geodetic Survey in June 2003..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5990
 DF5990.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5990
 DF5990.The ellipsoidal height was determined by GPS observations
 DF5990.and is referenced to NAD 83.
 DF5990
 DF5990.The geoid height was determined by GEOID03.
 DF5990
 DF5990;                    North         East     Units Scale Factor Converg.
 DF5990;SPC WI C     -    48,663.451   740,707.458   MT  0.99999858   +1 14 35.9
 DF5990;SPC WI C     -   159,656.67  2,430,137.72   sFT  0.99999858   +1 14 35.9
 DF5990;UTM  16      - 4,901,222.521   401,182.701   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                          SUPERSEDED SURVEY CONTROL
 DF5990
 DF5990.No superseded survey control is available for this station.
 DF5990
 DF5990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0118301223(NAD 83)
 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
 DF5990'AND 8 KM EAST OF APPLETON.  OWNERSHIP--OUTAGAMIE COUNTY.  TO REACH THE
 DF5990'STATION FROM THE
 DF5990'JUNCTION OF STATE HIGHWAY 32 WITH STATE HIGHWAY 96 ABOUT 18 KM
 DF5990'SOUTH-SOUTHWEST OF THE
 DF5990'CITY OF GREEN BAY, GO SOUTH ON STATE HIGHWAY 32 FOR 4.8 KM TO COUNTY
 DF5990'HIGHWAY Z, TURN
 DF5990'RIGHT AND GO WEST ON COUNTY HIGHWAY Z FOR 8.3 KM TO COUNTY HIGHWAY GG,
 DF5990'CONTINUE WEST
 DF5990'ON COUNTY HIGHWAY Z FOR 0.8 KM TO KAVANAUGH ROAD, TURN LEFT AND GO
 DF5990'SOUTH ON
 DF5990'KAVANAUGH ROAD FOR 1.6 KM TO EAST WEILER ROAD, TURN RIGHT AND GO WEST
 DF5990'ON EAST WEILER
 DF5990'ROAD FOR 0.2 KM TO COUNTY HIGHWAY CE TURN RIGHT AND GO NORTHWEST ON
 DF5990'COUNTY HIGHWAY
 DF5990'CE FOR 0.2 KM TO SOUTH WEILER ROAD AND THE STATION ON THE LEFT.  THE
 DF5990'STATION IS A BRONZE
 DF5990'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DF5990'DISK SET IN
 DF5990'THE TOP OF A 41-CM DIAMETER CONCRETE POST AND ABOUT 1.0 M BELOW THE
 DF5990'HIGHWAY PAVEMENT.
 DF5990'THE STATION IS 12.0 M SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY CE,
 DF5990'37.0 M WEST OF THE
 DF5990'CENTERLINE OF SOUTH WEILER ROAD, 30.0 M WEST OF A --DEAD END-- SIGN,
 DF5990'2.0 M NORTH OF A
 DF5990'CULTIVATED FIELD, 0.8 M NORTH OF AN ORANGE FIBERGLASS WITNESS POST,
 DF5990'1.0 M EAST, 1.0 M WEST,
 DF5990'AND 1.0 M SOUTH OF THREE 4X4 ORANGE PLASTIC WITNESS POSTS.
 DF5990'---NOTE---THIS STATION HAS NO
 DF5990'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DF5990'HORIZON EXCEPT MINOR
 DF5990'POWER LINES TO THE NORTH UP TO 25 DEGREES.
 DF5990' 
 DF5990' 
 DF5990' 
 DF5990' 
 DF5990'
 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 = OCTOBER  7, 2006
 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  USGS QUAD   -  WRIGHTSTOWN (1992)
 DF5989
 DF5989                         *CURRENT SURVEY CONTROL
 DF5989  ___________________________________________________________________
 DF5989* NAD 83(1997)-  44 17 20.84565(N)    088 11 27.61376(W)     ADJUSTED  
 DF5989* NAVD 88     -       206.68   (meters)     678.1    (feet)  GPS OBS   
 DF5989  ___________________________________________________________________
 DF5989  X           -     144,366.124 (meters)                     COMP
 DF5989  Y           -  -4,570,944.376 (meters)                     COMP
 DF5989  Z           -   4,431,263.788 (meters)                     COMP
 DF5989  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 DF5989  ELLIP HEIGHT-         170.51  (meters)          (06/11/03) GPS OBS
 DF5989  GEOID HEIGHT-         -36.16  (meters)                     GEOID03
 DF5989
 DF5989  HORZ ORDER  -  FIRST
 DF5989  ELLP ORDER  -  THIRD     CLASS I
 DF5989
 DF5989.The horizontal coordinates were established by GPS observations
 DF5989.and adjusted by the National Geodetic Survey in June 2003..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5989
 DF5989.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5989
 DF5989.The ellipsoidal height was determined by GPS observations
 DF5989.and is referenced to NAD 83.
 DF5989
 DF5989.The geoid height was determined by GEOID03.
 DF5989
 DF5989;                    North         East     Units Scale Factor Converg.
 DF5989;SPC WI C     -    52,254.832   744,373.281   MT  0.99999283   +1 16 35.0
 DF5989;SPC WI C     -   171,439.39  2,442,164.67   sFT  0.99999283   +1 16 35.0
 DF5989;UTM  16      - 4,904,675.683   404,977.064   MT  0.99971104   -0 49 54.2
 DF5989
 DF5989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5989!SPC WI C     -   0.99997326  x   0.99999283  =   0.99996609
 DF5989!UTM  16      -   0.99997326  x   0.99971104  =   0.99968431
 DF5989
 DF5989                          SUPERSEDED SURVEY CONTROL
 DF5989
 DF5989.No superseded survey control is available for this station.
 DF5989
 DF5989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0497704676(NAD 83)
 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
 DF5989'BAY AND 14 KM EAST-NORTHEAST OF APPLETON.  OWNERSHIP--TOWN OF
 DF5989'BUCHANON.  TO REACH THE
 DF5989'STATION FROM THE JUNCTION OF STATE HIGHWAY 32 WITH STATE HIGHWAY 96
 DF5989'ABOUT 18 KM
 DF5989'SOUTH-SOUTHWEST OF THE CITY OF GREEN BAY, GO SOUTH ON STATE HIGHWAY 32
 DF5989'FOR 3.2 KM TO
 DF5989'LAMERS-CLANCY RD, TURN RIGHT AND GO WEST ON LAMERS-CLANCY ROAD FOR 5.4
 DF5989'KM TO COUNTY
 DF5989'HIGHWAY D, CONTINUE WEST FOR 1.6 KM ON LAMERS-CLANCY TO OUTAGAMIE
 DF5989'ROAD, TURN RIGHT
 DF5989'AND GO NORTH ON OUTAGAMIE ROAD FOR 0.3 KM TO THE STATION ON THE LEFT.
 DF5989'THE STATION IS A
 DF5989'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF5989'STATION DISK
 DF5989'SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT 0.1 M BELOW THE
 DF5989'ROAD PAVEMENT.
 DF5989'THE STATION IS 7.0 M WEST OF THE CENTERLINE OF OUTAGAMIE ROAD, 17.0 M
 DF5989'SOUTHWEST OF THE
 DF5989'CENTERLINE OF PRIVATE ENTRANCE --7317-- , 16.0 M SOUTH OF THE
 DF5989'CENTERLINE OF A FIELD
 DF5989'ENTRANCE, 7.0 M SOUTHWEST OF A MAILBOX --7317-- POST, 1.5 M EAST OF AN
 DF5989'ORANGE STEEL WITNESS
 DF5989'POST, 1.0 M EAST, 1.0 M SOUTH, AND 1.0 M NORTH OF THREE 4X4 ORANGE
 DF5989'PLASTIC WITNESS POSTS.
 DF5989'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF5989'THAN 15 DEGREES ABOVE
 DF5989'THE HORIZON.
 DF5989' 
 DF5989' 
 DF5989' 
 DF5989' 
 DF5989' 
 DF5989' 
 DF5989' 
 DF5989'
 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 = OCTOBER  7, 2006
 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  USGS QUAD   -  HILBERT (1992)
 DF6002
 DF6002                         *CURRENT SURVEY CONTROL
 DF6002  ___________________________________________________________________
 DF6002* NAD 83(1997)-  44 14 37.98372(N)    088 12 09.10850(W)     ADJUSTED  
 DF6002* NAVD 88     -       242.49   (meters)     795.6    (feet)  GPS OBS   
 DF6002  ___________________________________________________________________
 DF6002  X           -     143,557.440 (meters)                     COMP
 DF6002  Y           -  -4,574,506.123 (meters)                     COMP
 DF6002  Z           -   4,427,688.951 (meters)                     COMP
 DF6002  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 DF6002  ELLIP HEIGHT-         206.37  (meters)          (06/11/03) GPS OBS
 DF6002  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 DF6002
 DF6002  HORZ ORDER  -  FIRST
 DF6002  ELLP ORDER  -  THIRD     CLASS I
 DF6002
 DF6002.The horizontal coordinates were established by GPS observations
 DF6002.and adjusted by the National Geodetic Survey in June 2003..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6002
 DF6002.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6002
 DF6002.The ellipsoidal height was determined by GPS observations
 DF6002.and is referenced to NAD 83.
 DF6002
 DF6002.The geoid height was determined by GEOID03.
 DF6002
 DF6002;                    North         East     Units Scale Factor Converg.
 DF6002;SPC WI C     -    47,208.762   743,564.796   MT  1.00000116   +1 16 05.7
 DF6002;SPC WI C     -   154,884.08  2,439,512.17   sFT  1.00000116   +1 16 05.7
 DF6002;UTM  16      - 4,899,664.189   403,983.822   MT  0.99971338   -0 50 20.7
 DF6002
 DF6002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6002!SPC WI C     -   0.99996764  x   1.00000116  =   0.99996880
 DF6002!UTM  16      -   0.99996764  x   0.99971338  =   0.99968103
 DF6002
 DF6002                          SUPERSEDED SURVEY CONTROL
 DF6002
 DF6002.No superseded survey control is available for this station.
 DF6002
 DF6002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0398499664(NAD 83)
 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 SOUTHWEST OF DE PERE, 13 KM
 DF6002'NORTHWEST OF BRILLION, 10
 DF6002'KM SOUTH-SOUTHWEST OF WRIGHTSTOWN.  OWNERSHIP--TOWN OF WOODVILLE.  TO
 DF6002'REACH THE
 DF6002'STATION FROM THE JUNCTION OF STATE HIGHWAY 32 WITH STATE HIGHWAY 96
 DF6002'ABOUT 15 KM
 DF6002'SOUTH-SOUTHWEST OF THE CITY OF DE PERE, GO SOUTH ON STATE HIGHWAY 32
 DF6002'FOR 8.1 KM TO
 DF6002'MAN-CAL ROAD, TURN RIGHT AND GO WEST ON MAN-CAL ROAD FOR 3.5 KM TO
 DF6002'COUNTY HIGHWAY D
 DF6002'CONTINUE WEST ON MAN-CAL ROAD NOW COUNTY HIGHWAY KK FOR 2.4 KM TO HAEN
 DF6002'ROAD TURN
 DF6002'RIGHT AND GO NORTH ON HAEN ROAD FOR 0.2 KM TO THE STATION ON THE LEFT.
 DF6002'THE STATION IS A
 DF6002'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GPS CONTROL MARKER DISK
 DF6002'SET IN THE
 DF6002'TOP OF A 41-CM DIAMETER CONCRETE POST AND ABOUT 0.5 M BELOW THE ROAD
 DF6002'PAVEMENT.  THE
 DF6002'STATION IS 6.0 M WEST OF THE CENTERLINE OF HAEN ROAD, 12.0 M NORTHEAST
 DF6002'OF A TELEPHONE
 DF6002'PEDESTAL --12725--, 3.0 M EAST OF A CULTIVATED FIELD, 2.5 M EAST OF AN
 DF6002'ORANGE STEEL WITNESS
 DF6002'POST, 1.0 M EAST, 1.0 M SOUTH, AND 1.0 M NORTH OF THREE 4X4 ORANGE
 DF6002'PLASTIC WITNESS POSTS.
 DF6002'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF6002'THAN 15 DEGREES ABOVE
 DF6002'THE HORIZION.
 DF6002'
 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 = OCTOBER  7, 2006
 DE7574 ***********************************************************************
 DE7574  DESIGNATION -  BUCHANAN W GPS
 DE7574  PID         -  DE7574
 DE7574  STATE/COUNTY-  WI/OUTAGAMIE
 DE7574  USGS QUAD   -  KAUKAUNA (1992)
 DE7574
 DE7574                         *CURRENT SURVEY CONTROL
 DE7574  ___________________________________________________________________
 DE7574* NAD 83(1997)-  44 16 29.59179(N)    088 19 23.30390(W)     ADJUSTED  
 DE7574* NAVD 88     -       222.544  (meters)     730.13   (feet)  ADJUSTED  
 DE7574  ___________________________________________________________________
 DE7574  X           -     133,856.842 (meters)                     COMP
 DE7574  Y           -  -4,572,380.585 (meters)                     COMP
 DE7574  Z           -   4,430,142.233 (meters)                     COMP
 DE7574  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 DE7574  ELLIP HEIGHT-         186.34  (meters)          (06/11/03) GPS OBS
 DE7574  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 DE7574  DYNAMIC HT  -         222.508 (meters)     730.01  (feet)  COMP
 DE7574  MODELED GRAV-     980,451.8   (mgal)                       NAVD 88
 DE7574
 DE7574  HORZ ORDER  -  FIRST
 DE7574  VERT ORDER  -  SECOND    CLASS I
 DE7574  ELLP ORDER  -  THIRD     CLASS I
 DE7574
 DE7574.The horizontal coordinates were established by GPS observations
 DE7574.and adjusted by the National Geodetic Survey in June 2003..
 DE7574
 DE7574.The orthometric height was determined by differential leveling
 DE7574.and adjusted by the National Geodetic Survey in May 2003..
 DE7574
 DE7574.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7574
 DE7574.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7574
 DE7574.The ellipsoidal height was determined by GPS observations
 DE7574.and is referenced to NAD 83.
 DE7574
 DE7574.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE7574;SPC WI C     -    50,446.828   733,861.916   MT  0.99999539   +1 10 59.4
 DE7574;SPC WI C     -   165,507.63  2,407,678.64   sFT  0.99999539   +1 10 59.4
 DE7574;UTM  16      - 4,903,255.839   394,409.177   MT  0.99973712   -0 55 25.6
 DE7574
 DE7574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7574!SPC WI C     -   0.99997078  x   0.99999539  =   0.99996617
 DE7574!UTM  16      -   0.99997078  x   0.99973712  =   0.99970791
 DE7574
 DE7574                          SUPERSEDED SURVEY CONTROL
 DE7574
 DE7574  NAVD 88 (06/11/03)  222.54   (m)          730.1    (f) LEVELING    3  
 DE7574
 DE7574.Superseded values are not recommended for survey control.
 DE7574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7574.See file dsdata.txt to determine how the superseded data were derived.
 DE7574
 DE7574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9440903256(NAD 83)
 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 = OCTOBER  7, 2006
 QM0043 ***********************************************************************
 QM0043  DESIGNATION -  BUCK
 QM0043  PID         -  QM0043
 QM0043  STATE/COUNTY-  WI/OCONTO
 QM0043  USGS QUAD   -  MOUNTAIN (1973)
 QM0043
 QM0043                         *CURRENT SURVEY CONTROL
 QM0043  ___________________________________________________________________
 QM0043* NAD 83(1991)-  45 10 39.63691(N)    088 28 16.41940(W)     ADJUSTED  
 QM0043* NAVD 88     -       294.286  (meters)     965.50   (feet)  ADJUSTED  
 QM0043  ___________________________________________________________________
 QM0043  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 QM0043  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 QM0043  DYNAMIC HT  -         294.255 (meters)     965.40  (feet)  COMP
 QM0043  MODELED GRAV-     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
 QM0043.and adjusted by the National Geodetic Survey in June 1991..
 QM0043
 QM0043.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0043
 QM0043.The geoid height was determined by GEOID03.
 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;                    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  =   0.99991399
 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|---------------------------------------------------------------------|
 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  NGVD 29 (??/??/92)  294.288  (m)          965.51   (f) ADJ UNCH    1 2
 QM0043
 QM0043.Superseded values are not recommended for survey control.
 QM0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0043.See file dsdata.txt to determine how the superseded data were derived.
 QM0043
 QM0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8440403741(NAD 83)
 QM0043_MARKER: DS = TRIANGULATION STATION DISK
 QM0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0043
 QM0043  HISTORY     - Date     Condition        Report By
 QM0043  HISTORY     - 1921     MONUMENTED       CGS
 QM0043  HISTORY     - 1922     GOOD             NGS
 QM0043  HISTORY     - 1934     GOOD             NGS
 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 NATIONAL 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 NATIONAL 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 = OCTOBER  7, 2006
 PM0219 ***********************************************************************
 PM0219  DESIGNATION -  BUCK
 PM0219  PID         -  PM0219
 PM0219  STATE/COUNTY-  WI/OCONTO
 PM0219  USGS QUAD   -  OCONTO EAST (1974)
 PM0219
 PM0219                         *CURRENT SURVEY CONTROL
 PM0219  ___________________________________________________________________
 PM0219* NAD 83(1986)-  44 53 40.     (N)    087 49 52.     (W)     SCALED    
 PM0219* NAVD 88     -       177.974  (meters)     583.90   (feet)  ADJUSTED  
 PM0219  ___________________________________________________________________
 PM0219  GEOID HEIGHT-         -36.53  (meters)                     GEOID03
 PM0219  DYNAMIC HT  -         177.957 (meters)     583.85  (feet)  COMP
 PM0219  MODELED GRAV-     980,521.9   (mgal)                       NAVD 88
 PM0219
 PM0219  VERT ORDER  -  FIRST     CLASS 0
 PM0219
 PM0219.The horizontal coordinates were scaled from a topographic map and have
 PM0219.an estimated accuracy of +/- 6 seconds.
 PM0219
 PM0219.The orthometric height was determined by differential leveling
 PM0219.and adjusted by the National Geodetic Survey in June 1991..
 PM0219
 PM0219.The geoid height was determined by GEOID03.
 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     -   120,200.      771,290.      MT  (+/- 180 meters Scaled)
 PM0219
 PM0219                          SUPERSEDED SURVEY CONTROL
 PM0219
 PM0219.No superseded survey control is available for this station.
 PM0219
 PM0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ343715(NAD 83)
 PM0219_MARKER: Z = SEE DESCRIPTION
 PM0219_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PM0219_SP_SET: 10 FT
 PM0219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0219+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON1063 ***********************************************************************
 ON1063  DESIGNATION -  BUCK
 ON1063  PID         -  ON1063
 ON1063  STATE/COUNTY-  WI/RICHLAND
 ON1063  USGS QUAD   -  ROCKBRIDGE (1983)
 ON1063
 ON1063                         *CURRENT SURVEY CONTROL
 ON1063  ___________________________________________________________________
 ON1063* NAD 83(1991)-  43 24 01.91511(N)    090 19 23.15944(W)     ADJUSTED  
 ON1063* NAVD 88     -       362.     (meters)    1188.     (feet)  SCALED    
 ON1063  ___________________________________________________________________
 ON1063  LAPLACE CORR-          -4.75  (seconds)                    DEFLEC99
 ON1063  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 ON1063
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1063
 ON1063.The geoid height was determined by GEOID03.
 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     -   0.99994860  x   0.99993255  =   0.99988115
 ON1063!UTM  15      -   0.99994860  x   1.00017805  =   1.00012664
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1063.See file dsdata.txt to determine how the superseded data were derived.
 ON1063
 ON1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ1677208775(NAD 83)
 ON1063_MARKER: DS = TRIANGULATION STATION DISK
 ON1063_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 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 = OCTOBER  7, 2006
 RN1585 ***********************************************************************
 RN1585  DESIGNATION -  BUCK
 RN1585  PID         -  RN1585
 RN1585  STATE/COUNTY-  WI/DOUGLAS
 RN1585  USGS QUAD   -  AMNICON LAKE (1975)
 RN1585
 RN1585                         *CURRENT SURVEY CONTROL
 RN1585  ___________________________________________________________________
 RN1585* NAD 83(1991)-  46 28 47.81221(N)    092 00 25.81938(W)     ADJUSTED  
 RN1585* NAVD 88     -       401.     (meters)    1316.     (feet)  SCALED    
 RN1585  ___________________________________________________________________
 RN1585  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 RN1585  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 RN1585
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 RN1585
 RN1585.The geoid height was determined by GEOID03.
 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     -   0.99994140  x   0.99996017  =   0.99990157
 RN1585!UTM  15      -   0.99994140  x   0.99967139  =   0.99961281
 RN1585
 RN1585:                Primary Azimuth Mark                     Grid Az
 RN1585:SPC WI N     -  MIDDLE RIVER SANATORIUM TANK             057 07 01.0
 RN1585:UTM  15      -  MIDDLE RIVER SANATORIUM TANK             054 56 56.6
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1585.See file dsdata.txt to determine how the superseded data were derived.
 RN1585
 RN1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM7620947854(NAD 83)
 RN1585_MARKER: DS = TRIANGULATION STATION DISK
 RN1585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 QM0594 ***********************************************************************
 QM0594  DESIGNATION -  BUCKEYE
 QM0594  PID         -  QM0594
 QM0594  STATE/COUNTY-  WI/FLORENCE
 QM0594  USGS QUAD   -  FLORENCE EAST (1962)
 QM0594
 QM0594                         *CURRENT SURVEY CONTROL
 QM0594  ___________________________________________________________________
 QM0594* NAD 83(1991)-  45 53 49.34347(N)    088 14 41.73395(W)     ADJUSTED  
 QM0594* NAVD 88     -       467.     (meters)    1532.     (feet)  SCALED    
 QM0594  ___________________________________________________________________
 QM0594  LAPLACE CORR-          -4.17  (seconds)                    DEFLEC99
 QM0594  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 QM0594
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0594
 QM0594.The geoid height was determined by GEOID03.
 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     -   0.99993207  x   0.99995645  =   0.99988852
 QM0594!UTM  16      -   0.99993207  x   0.99971466  =   0.99964675
 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|---------------------------------------------------------------------|
 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 USGS 1954                    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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0594.See file dsdata.txt to determine how the superseded data were derived.
 QM0594
 QM0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR0342483361(NAD 83)
 QM0594_MARKER: DS = TRIANGULATION STATION DISK
 QM0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 QM0593 ***********************************************************************
 QM0593  DESIGNATION -  BUCKEYE USGS 1954
 QM0593  PID         -  QM0593
 QM0593  STATE/COUNTY-  WI/FLORENCE
 QM0593  USGS QUAD   -  FLORENCE EAST (1962)
 QM0593
 QM0593                         *CURRENT SURVEY CONTROL
 QM0593  ___________________________________________________________________
 QM0593* NAD 83(1991)-  45 53 48.65644(N)    088 14 41.90146(W)     ADJUSTED  
 QM0593* NAVD 88     -       467.     (meters)    1532.     (feet)  SCALED    
 QM0593  ___________________________________________________________________
 QM0593  LAPLACE CORR-          -4.17  (seconds)                    DEFLEC99
 QM0593  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 QM0593
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0593
 QM0593.The geoid height was determined by GEOID03.
 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     -   0.99993207  x   0.99995647  =   0.99988854
 QM0593!UTM  16      -   0.99993207  x   0.99971467  =   0.99964676
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0593.See file dsdata.txt to determine how the superseded data were derived.
 QM0593
 QM0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR0342083340(NAD 83)
 QM0593_MARKER: DB = BENCH MARK DISK
 QM0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0593_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QM0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0593+STABILITY: SURFACE MOTION
 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     - 1954     MONUMENTED       USGS
 QM0593  HISTORY     - 20021012 GOOD             GEOCAC
 QM0593
 QM0593                          STATION DESCRIPTION
 QM0593
 QM0593'DESCRIBED BY US GEOLOGICAL 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 = OCTOBER  7, 2006
 NG0676 ***********************************************************************
 NG0676  DESIGNATION -  BUCYRUS
 NG0676  PID         -  NG0676
 NG0676  STATE/COUNTY-  WI/MILWAUKEE
 NG0676  USGS QUAD   -  RACINE NORTH (1971)
 NG0676
 NG0676                         *CURRENT SURVEY CONTROL
 NG0676  ___________________________________________________________________
 NG0676* NAD 83(1991)-  42 51 40.77176(N)    087 50 23.27888(W)     ADJUSTED  
 NG0676* NAVD 88     -       221.     (meters)     725.     (feet)  SCALED    
 NG0676  ___________________________________________________________________
 NG0676  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 NG0676  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 NG0676
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0676
 NG0676.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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 1431133.7 |
 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 3393656.4 |
 NG0676| NG0675 CARROLVILLE US GLUE CO STACK        APPROX. 2.3 KM 3403046.3 |
 NG0676| NG0672 S MILWAUKEE BUCYRUS ERIE CO TK      APPROX. 6.0 KM 3422204.8 |
 NG0676| NG0667 CARROLVILLE UN FERTILIZ CO STK      APPROX. 2.0 KM 3470715.0 |
 NG0676| NG0674 S MILWAUKEE LADISH CO TALL STK      APPROX. 9.6 KM 3494549.8 |
 NG0676| NG0673 CUDAHY MUNICIPAL TANK               APPROX.10.6 KM 3502429.1 |
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0676.See file dsdata.txt to determine how the superseded data were derived.
 NG0676
 NG0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN3139545757(NAD 83)
 NG0676_MARKER: DS = TRIANGULATION STATION DISK
 NG0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0676
 NG0676  HISTORY     - Date     Condition        Report By
 NG0676  HISTORY     - 1953     MONUMENTED       CGS
 NG0676  HISTORY     - 1971     GOOD             NGS
 NG0676  HISTORY     - 1975     GOOD             NGS
 NG0676  HISTORY     - 20050219 GOOD             GEOCAC
 NG0676
 NG0676                          STATION DESCRIPTION
 NG0676
 NG0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 NG0676'STATION IS LOCATED ABOUT 3 MILES SOUTH OF SOUTH MILWAUKEE AND 1 MILE
 NG0676'SOUTHEAST OF CARROLVILLE ON
 NG0676'THE HIGHEST POINT OF A SMALL KNOLL AND ABOUT 0.1 MILE WEST OF THE
 NG0676'WEST SHORE OF LAKE MICHIGAN, ON
 NG0676'PROPERTY OWNED BY THE BUCYRUS-ERIE COMPANY.  IT IS 7 FEET SOUTH
 NG0676'OF A WOVEN WIRE FENCE AND 2 FEET NORTHWEST OF
 NG0676'A WHITE WITNESS POST.  THE MARK IS FLUSH
 NG0676'AND THE DISK IS STAMPED BUCYRUS 1953.
 NG0676'
 NG0676'REFERENCE MARK NO. 1 IS 2 FEET WEST OF A WHITE WITNESS POST AND 1
 NG0676'FOOT SOUTH OF THE WOVEN WIRE
 NG0676'FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED BUCYRUS NO 1 1953.
 NG0676'
 NG0676'REFERENCE MARK NO. 2 IS 1 FOOT EAST OF A WHITE WITNESS POST AND 1
 NG0676'FOOT SOUTH OF THE WOVEN WIRE
 NG0676'FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED 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
 NG0676'POLE, 5 FOOT EAST OF A WHITE WITNESS POST, 4 FEET NORTHWEST OF A
 NG0676'12 INCH MAPLE AND 1 FOOT NORTH OF
 NG0676'A WOVEN WIRE FENCE.  THE MARK PROJECTS ABOUT 3 INCHES
 NG0676'AND THE DISK IS STAMPED BUCYRUS 1953.
 NG0676'
 NG0676'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 100 AND 32
 NG0676'AT THE SOUTH EDGE OF
 NG0676'CARROLVILLE, GO SOUTHEAST ON HIGHWAY 32 (CHICAGO ROAD) FOR 1.05 MILE
 NG0676'TO A GRAVEL CROSSROAD, (OAKWOOD ROAD)
 NG0676'TURN LEFT AND GO EAST ON GRAVEL ROAD FOR 0.3 MILE TO A RAILROAD
 NG0676'CROSSING, CROSS TRACKS AND CONTINUE EAST FOR
 NG0676'0.35 MILE TO A GRAVEL ROAD LEFT, TURN
 NG0676'LEFT THROUGH WOVEN WIRE FENCE AND THE AZIMUTH MARK ON THE RIGHT
 NG0676'AS DESCRIBED, CONTINUE NORTH ALONG
 NG0676'GRAVEL ROAD FOR 0.15 MILE TO A LARGE FRAME GARAGE ON THE LEFT,
 NG0676'CONTINUE NORTH ACROSS OPEN FIELD
 NG0676'FOR 0.2 MILE TO WIRE FENCE AT TOP OF HILL AND STATION AS
 NG0676'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'THIS STATION WAS NOT OCCUPIED.
 NG0676'
 NG0676'STATION WAS NOT LOCATED.  A SEARCH OF THE AREA WAS MADE AND THE
 NG0676'STATION AND REFERENCE
 NG0676'MARKS WERE NOT FOUND.  THE WOVEN WIRE FENCE HAS BEEN TORN DOWN AND
 NG0676'ITS FORMER LOCATION COULD
 NG0676'NOT BE ESTABLISHED, ALSO ALL WITNESS POSTS ARE GONE.
 NG0676'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.  THE
 NG0676'STATION IS 17 PACES ENE OF A TRACK ROAD, 4 PACES SOUTH OF THE SOUTH
 NG0676'END OF A CULTIVATED
 NG0676'FIELD, 2 FEET NW OF A 4 BY 4 WITNESS POST AND FLUSH.
 NG0676'THE EAST-WEST FENCE HAS BEEN TORN
 NG0676'DOWN.
 NG0676'
 NG0676'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 8 MILES NNW OF
 NG0676'RACINE.
 NG0676
 NG0676                          STATION RECOVERY (2005)
 NG0676
 NG0676'RECOVERY NOTE BY GEOCACHING 2005 (CZ)
 NG0676'STATION WAS RECOVERED IN GOOD CONDITION AT THE STATED COORDINATES.
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0201 ***********************************************************************
 QN0201  DESIGNATION -  BUD
 QN0201  PID         -  QN0201
 QN0201  STATE/COUNTY-  WI/RUSK
 QN0201  USGS QUAD   -  LADYSMITH (1971)
 QN0201
 QN0201                         *CURRENT SURVEY CONTROL
 QN0201  ___________________________________________________________________
 QN0201* NAD 83(1991)-  45 28 28.33888(N)    091 01 59.25438(W)     ADJUSTED  
 QN0201* NAVD 88     -       373.217  (meters)    1224.46   (feet)  ADJUSTED  
 QN0201  ___________________________________________________________________
 QN0201  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 QN0201  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 QN0201  DYNAMIC HT  -         373.201 (meters)    1224.41  (feet)  COMP
 QN0201  MODELED GRAV-     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
 QN0201.and adjusted by the National Geodetic Survey in June 1991..
 QN0201
 QN0201.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0201
 QN0201.The geoid height was determined by GEOID03.
 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;                    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     -   0.99994624  x   0.99999525  =   0.99994149
 QN0201!UTM  15      -   0.99994624  x   0.99989059  =   0.99983684
 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  NGVD 29 (??/??/92)  373.221  (m)         1224.48   (f) ADJ UNCH    1 2
 QN0201
 QN0201.Superseded values are not recommended for survey control.
 QN0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0201.See file dsdata.txt to determine how the superseded data were derived.
 QN0201
 QN0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL5373437549(NAD 83)
 QN0201_MARKER: DS = TRIANGULATION STATION DISK
 QN0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0201_STAMPING: ELEV 1224.476 B U D 1921
 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             NGS
 QN0201  HISTORY     - 1934     GOOD             NGS
 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 NATIONAL 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 NATIONAL 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 = OCTOBER  7, 2006
 PN0950 ***********************************************************************
 PN0950  DESIGNATION -  BUD 1926
 PN0950  PID         -  PN0950
 PN0950  STATE/COUNTY-  WI/WAUPACA
 PN0950  USGS QUAD   -  NEW LONDON (1992)
 PN0950
 PN0950                         *CURRENT SURVEY CONTROL
 PN0950  ___________________________________________________________________
 PN0950* NAD 83(1991)-  44 23 52.90087(N)    088 44 19.36942(W)     ADJUSTED  
 PN0950* NAVD 88     -       233.     (meters)     764.     (feet)  SCALED    
 PN0950  ___________________________________________________________________
 PN0950  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 PN0950  GEOID HEIGHT-         -36.39  (meters)                     GEOID03
 PN0950
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0950
 PN0950.The geoid height was determined by GEOID03.
 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     -   0.99996918  x   0.99997531  =   0.99994449
 PN0950!UTM  16      -   0.99996918  x   0.99983579  =   0.99980497
 PN0950
 PN0950:                Primary Azimuth Mark                     Grid Az
 PN0950:SPC WI C     -  BARKER 1926                              065 03 57.5
 PN0950:UTM  16      -  BARKER 1926                              067 10 21.3
 PN0950
 PN0950|---------------------------------------------------------------------|
 PN0950| PID    Reference Object                     Distance      Geod. Az  |
 PN0950|                                                           dddmmss.s |
 PN0950| PN0952 BARKER 1926                         APPROX. 1.2 KM 0655721.3 |
 PN0950| PN0953 WODMAN 1926                         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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0950.See file dsdata.txt to determine how the superseded data were derived.
 PN0950
 PN0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6153517553(NAD 83)
 PN0950_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PN0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0950_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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     SEE DESCRIPTION  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 = OCTOBER  7, 2006
 DH5563 ***********************************************************************
 DH5563  DESIGNATION -  BUENA VISTA GPS
 DH5563  PID         -  DH5563
 DH5563  STATE/COUNTY-  WI/PORTAGE
 DH5563  USGS QUAD   -  ARNOTT (1969)
 DH5563
 DH5563                         *CURRENT SURVEY CONTROL
 DH5563  ___________________________________________________________________
 DH5563* NAD 83(1997)-  44 23 12.43208(N)    089 25 59.82507(W)     ADJUSTED  
 DH5563* NAVD 88     -                                                        
 DH5563  ___________________________________________________________________
 DH5563  X           -      45,159.218 (meters)                     COMP
 DH5563  Y           -  -4,565,517.108 (meters)                     COMP
 DH5563  Z           -   4,439,125.182 (meters)                     COMP
 DH5563  LAPLACE CORR-          -4.54  (seconds)                    DEFLEC99
 DH5563  ELLIP HEIGHT-         312.58  (meters)          (08/01/05) GPS OBS
 DH5563  GEOID HEIGHT-         -35.94  (meters)                     GEOID03
 DH5563
 DH5563  HORZ ORDER  -  FIRST
 DH5563  ELLP ORDER  -  SECOND    CLASS I
 DH5563
 DH5563.The horizontal coordinates were established by GPS observations
 DH5563.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5563
 DH5563
 DH5563.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5563
 DH5563.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5563
 DH5563.The ellipsoidal height was determined by GPS observations
 DH5563.and is referenced to NAD 83.
 DH5563
 DH5563.The geoid height was determined by GEOID03.
 DH5563
 DH5563;                    North         East     Units Scale Factor Converg.
 DH5563;SPC WI C     -    61,656.247   645,156.337   MT  0.99997695   +0 23 59.5
 DH5563;SPC WI C     -   202,283.87  2,116,650.42   sFT  0.99997695   +0 23 59.5
 DH5563;UTM  16      - 4,917,713.561   306,184.053   MT  1.00006199   -1 42 09.4
 DH5563
 DH5563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5563!SPC WI C     -   0.99995099  x   0.99997695  =   0.99992794
 DH5563!UTM  16      -   0.99995099  x   1.00006199  =   1.00001298
 DH5563
 DH5563                          SUPERSEDED SURVEY CONTROL
 DH5563
 DH5563.No superseded survey control is available for this station.
 DH5563
 DH5563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ0618417714(NAD 83)
 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 - December 28, 2005
 DH5563
 DH5563  HISTORY     - Date     Condition        Report By
 DH5563  HISTORY     - 1995     MONUMENTED       WI-097
 DH5563  HISTORY     - 20030811 GOOD             WIDT
 DH5563  HISTORY     - 20051228 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5069 ***********************************************************************
 DH5069  DESIGNATION -  BUENA VISTA W GPS
 DH5069  PID         -  DH5069
 DH5069  STATE/COUNTY-  WI/RICHLAND
 DH5069  USGS QUAD   -  AVOCA (1983)
 DH5069
 DH5069                         *CURRENT SURVEY CONTROL
 DH5069  ___________________________________________________________________
 DH5069* NAD 83(1997)-  43 14 21.42552(N)    090 17 27.22277(W)     ADJUSTED  
 DH5069* NAVD 88     -                                                        
 DH5069  ___________________________________________________________________
 DH5069  X           -     -23,628.193 (meters)                     COMP
 DH5069  Y           -  -4,653,854.879 (meters)                     COMP
 DH5069  Z           -   4,347,029.731 (meters)                     COMP
 DH5069  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 DH5069  ELLIP HEIGHT-         181.07  (meters)          (08/01/05) GPS OBS
 DH5069  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 DH5069
 DH5069  HORZ ORDER  -  FIRST
 DH5069  ELLP ORDER  -  SECOND    CLASS I
 DH5069
 DH5069.The horizontal coordinates were established by GPS observations
 DH5069.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5069
 DH5069
 DH5069.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5069
 DH5069.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5069
 DH5069.The ellipsoidal height was determined by GPS observations
 DH5069.and is referenced to NAD 83.
 DH5069
 DH5069.The geoid height was determined by GEOID03.
 DH5069
 DH5069;                    North         East     Units Scale Factor Converg.
 DH5069;SPC WI S     -   137,713.645   576,373.923   MT  0.99993652   -0 11 59.6
 DH5069;SPC WI S     -   451,815.52  1,890,986.78   sFT  0.99993652   -0 11 59.6
 DH5069;UTM  15      - 4,790,951.279   719,961.026   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  =   1.00016681
 DH5069
 DH5069                          SUPERSEDED SURVEY CONTROL
 DH5069
 DH5069.No superseded survey control is available for this station.
 DH5069
 DH5069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1996190951(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5069+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH5069
 DH5069  HISTORY     - Date     Condition        Report By
 DH5069  HISTORY     - 2003     MONUMENTED       WIDT
 DH5069  HISTORY     - 20051228 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0264 ***********************************************************************
 NH0264  DESIGNATION -  BUFFALO
 NH0264  PID         -  NH0264
 NH0264  STATE/COUNTY-  WI/ROCK
 NH0264  USGS QUAD   -  SHOPIERE (1976)
 NH0264
 NH0264                         *CURRENT SURVEY CONTROL
 NH0264  ___________________________________________________________________
 NH0264* NAD 83(1991)-  42 32 26.66275(N)    088 53 51.29475(W)     ADJUSTED  
 NH0264* NAVD 88     -       281.784  (meters)     924.49   (feet)  ADJUSTED  
 NH0264  ___________________________________________________________________
 NH0264  X           -      90,556.762 (meters)                     COMP
 NH0264  Y           -  -4,705,909.518 (meters)                     COMP
 NH0264  Z           -   4,290,217.982 (meters)                     COMP
 NH0264  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 NH0264  ELLIP HEIGHT-         248.17  (meters)          (12/06/04) GPS OBS
 NH0264  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 NH0264  DYNAMIC HT  -         281.698 (meters)     924.20  (feet)  COMP
 NH0264  MODELED GRAV-     980,307.8   (mgal)                       NAVD 88
 NH0264
 NH0264  HORZ ORDER  -  FIRST
 NH0264  VERT ORDER  -  FIRST     CLASS II
 NH0264  ELLP ORDER  -  FOURTH    CLASS I
 NH0264
 NH0264.The horizontal coordinates were established by GPS observations
 NH0264.and adjusted by the National Geodetic Survey in September 1998..
 NH0264
 NH0264.The orthometric height was determined by differential leveling
 NH0264.and adjusted by the National Geodetic Survey in June 1991..
 NH0264.WARNING-GPS observations at this control monument resulted in a GPS
 NH0264.derived orthometric height which differed from the leveled height by
 NH0264.more than one decimeter (0.1 meter).
 NH0264
 NH0264.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH0264
 NH0264.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0264
 NH0264.The ellipsoidal height was determined by GPS observations
 NH0264.and is referenced to NAD 83.
 NH0264
 NH0264.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 NH0264;SPC WI S     -    60,670.954   690,560.213   MT  1.00004439   +0 45 26.9
 NH0264;SPC WI S     -   199,051.29  2,265,612.97   sFT  1.00004439   +0 45 26.9
 NH0264;SPC IL E     -   652,319.986   253,650.541   MT  1.00000142   -0 22 53.4
 NH0264;SPC IL E     - 2,140,153.15    832,185.15   sFT  1.00000142   -0 22 53.4
 NH0264;SPC IL W     -   652,924.253   804,244.384   MT  1.00007483   +0 51 29.2
 NH0264;SPC IL W     - 2,142,135.65  2,638,591.78   sFT  1.00007483   +0 51 29.2
 NH0264;UTM  16      - 4,711,561.665   344,181.799   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 E     -   0.99996108  x   1.00000142  =   0.99996250
 NH0264!SPC IL W     -   0.99996108  x   1.00007483  =   1.00003591
 NH0264!UTM  16      -   0.99996108  x   0.99989872  =   0.99985980
 NH0264
 NH0264:                Primary Azimuth Mark                     Grid Az
 NH0264:SPC WI S     -  CLINTON MUNICIPAL TANK                   050 21 54.5
 NH0264:SPC IL E     -  CLINTON MUNICIPAL TANK                   051 30 14.8
 NH0264:SPC IL W     -  CLINTON MUNICIPAL TANK                   050 15 52.2
 NH0264:UTM  16      -  CLINTON MUNICIPAL TANK                   052 24 21.1
 NH0264
 NH0264|---------------------------------------------------------------------|
 NH0264| PID    Reference Object                     Distance      Geod. Az  |
 NH0264|                                                           dddmmss.s |
 NH0264| NH1273 CLINTON MUNICIPAL TANK              APPROX. 3.6 KM 0510721.4 |
 NH0264| NH1268 CLINTON BOWMAN DAIRY CO STACK       APPROX. 2.9 KM 0641057.7 |
 NH0264| CI9117 BUFFALO RM 1                         20.480 METERS 08408     |
 NH0264| CI9118 BUFFALO RM 2                         33.056 METERS 17701     |
 NH0264| CI9116 BUFFALO AZ MK                                      2531010.4 |
 NH0264| NH1276 BAYFIELD                            APPROX. 0.9 KM 2543824.4 |
 NH0264|---------------------------------------------------------------------|
 NH0264
 NH0264                          SUPERSEDED SURVEY CONTROL
 NH0264
 NH0264  ELLIP H (09/15/98)  248.23   (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  NGVD 29 (??/??/92)  281.836  (m)          924.66   (f) ADJ UNCH    1 2
 NH0264
 NH0264.Superseded values are not recommended for survey control.
 NH0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0264.See file dsdata.txt to determine how the superseded data were derived.
 NH0264
 NH0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4418211562(NAD 83)
 NH0264_MARKER: DB = BENCH MARK DISK
 NH0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0264_STAMPING: BUFFALO 1920
 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 = OCTOBER  7, 2006
 OM0995 ***********************************************************************
 OM0995  DESIGNATION -  BUFFALO
 OM0995  PID         -  OM0995
 OM0995  STATE/COUNTY-  WI/MARQUETTE
 OM0995  USGS QUAD   -  OBSERVATORY HILL (1984)
 OM0995
 OM0995                         *CURRENT SURVEY CONTROL
 OM0995  ___________________________________________________________________
 OM0995* NAD 83(1991)-  43 40 25.60998(N)    089 17 48.86118(W)     ADJUSTED  
 OM0995* NAVD 88     -       288.     (meters)     945.     (feet)  SCALED    
 OM0995  ___________________________________________________________________
 OM0995  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 OM0995  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 OM0995
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0995
 OM0995.The geoid height was determined by GEOID03.
 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     -   0.99996046  x   0.99994384  =   0.99990430
 OM0995!UTM  16      -   0.99996046  x   1.00002172  =   0.99998218
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0995.See file dsdata.txt to determine how the superseded data were derived.
 OM0995
 OM0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP1483938205(NAD 83)
 OM0995_MARKER: DS = TRIANGULATION STATION DISK
 OM0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 DH5498 ***********************************************************************
 DH5498  DESIGNATION -  BUFFALO C GPS
 DH5498  PID         -  DH5498
 DH5498  STATE/COUNTY-  WI/MARQUETTE
 DH5498  USGS QUAD   -  OBSERVATORY HILL (1984)
 DH5498
 DH5498                         *CURRENT SURVEY CONTROL
 DH5498  ___________________________________________________________________
 DH5498* NAD 83(1997)-  43 40 44.56801(N)    089 19 26.95935(W)     ADJUSTED  
 DH5498* NAVD 88     -                                                        
 DH5498  ___________________________________________________________________
 DH5498  X           -      54,498.891 (meters)                     COMP
 DH5498  Y           -  -4,620,014.005 (meters)                     COMP
 DH5498  Z           -   4,382,521.895 (meters)                     COMP
 DH5498  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 DH5498  ELLIP HEIGHT-         219.79  (meters)          (08/01/05) GPS OBS
 DH5498  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 DH5498
 DH5498  HORZ ORDER  -  FIRST
 DH5498  ELLP ORDER  -  SECOND    CLASS I
 DH5498
 DH5498.The horizontal coordinates were established by GPS observations
 DH5498.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5498
 DH5498
 DH5498.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5498
 DH5498.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5498
 DH5498.The ellipsoidal height was determined by GPS observations
 DH5498.and is referenced to NAD 83.
 DH5498
 DH5498.The geoid height was determined by GEOID03.
 DH5498
 DH5498;                    North         East     Units Scale Factor Converg.
 DH5498;SPC WI S     -   186,748.400   654,494.647   MT  0.99994428   +0 27 51.8
 DH5498;SPC WI S     -   612,690.38  2,147,287.85   sFT  0.99994428   +0 27 51.8
 DH5498;UTM  16      - 4,838,851.126   312,658.920   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  =   0.99999724
 DH5498
 DH5498                          SUPERSEDED SURVEY CONTROL
 DH5498
 DH5498.No superseded survey control is available for this station.
 DH5498
 DH5498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP1265938851(NAD 83)
 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 - 2003
 DH5498
 DH5498  HISTORY     - Date     Condition        Report By
 DH5498  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5456 ***********************************************************************
 DH5456  DESIGNATION -  BUFFALO GPS
 DH5456  PID         -  DH5456
 DH5456  STATE/COUNTY-  WI/MARQUETTE
 DH5456  USGS QUAD   -  ENDEAVOR (1984)
 DH5456
 DH5456                         *CURRENT SURVEY CONTROL
 DH5456  ___________________________________________________________________
 DH5456* NAD 83(1997)-  43 38 57.62820(N)    089 24 16.26901(W)     ADJUSTED  
 DH5456* NAVD 88     -                                                        
 DH5456  ___________________________________________________________________
 DH5456  X           -      48,042.317 (meters)                     COMP
 DH5456  Y           -  -4,622,353.460 (meters)                     COMP
 DH5456  Z           -   4,380,123.655 (meters)                     COMP
 DH5456  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 DH5456  ELLIP HEIGHT-         204.41  (meters)          (08/01/05) GPS OBS
 DH5456  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 DH5456
 DH5456  HORZ ORDER  -  FIRST
 DH5456  ELLP ORDER  -  SECOND    CLASS I
 DH5456
 DH5456.The horizontal coordinates were established by GPS observations
 DH5456.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5456
 DH5456
 DH5456.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5456
 DH5456.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5456
 DH5456.The ellipsoidal height was determined by GPS observations
 DH5456.and is referenced to NAD 83.
 DH5456
 DH5456.The geoid height was determined by GEOID03.
 DH5456
 DH5456;                    North         East     Units Scale Factor Converg.
 DH5456;SPC WI S     -   183,398.826   648,038.445   MT  0.99994190   +0 24 33.0
 DH5456;SPC WI S     -   601,700.98  2,126,106.13   sFT  0.99994190   +0 24 33.0
 DH5456;UTM  16      - 4,835,736.576   306,085.278   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                          SUPERSEDED SURVEY CONTROL
 DH5456
 DH5456.No superseded survey control is available for this station.
 DH5456
 DH5456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP0608535737(NAD 83)
 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 28, 2005
 DH5456
 DH5456  HISTORY     - Date     Condition        Report By
 DH5456  HISTORY     - 2003     MONUMENTED       WIDT
 DH5456  HISTORY     - 20051228 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0404 ***********************************************************************
 QM0404  DESIGNATION -  BUICK
 QM0404  PID         -  QM0404
 QM0404  STATE/COUNTY-  WI/ONEIDA
 QM0404  USGS QUAD   -  WOODBORO (1982)
 QM0404
 QM0404                         *CURRENT SURVEY CONTROL
 QM0404  ___________________________________________________________________
 QM0404* NAD 83(1991)-  45 35 32.13074(N)    089 34 08.33656(W)     ADJUSTED  
 QM0404* NAVD 88     -       481.275  (meters)    1578.98   (feet)  ADJUSTED  
 QM0404  ___________________________________________________________________
 QM0404  LAPLACE CORR-          -7.10  (seconds)                    DEFLEC99
 QM0404  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 QM0404  DYNAMIC HT  -         481.257 (meters)    1578.92  (feet)  COMP
 QM0404  MODELED GRAV-     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
 QM0404.and adjusted by the National Geodetic Survey in June 1991..
 QM0404
 QM0404.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0404
 QM0404.The geoid height was determined by GEOID03.
 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;                    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     -   0.99992951  x   0.99999545  =   0.99992496
 QM0404!SPC WI C     -   0.99992951  x   1.00001888  =   0.99994839
 QM0404!UTM  16      -   0.99992951  x   1.00009366  =   1.00002316
 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|---------------------------------------------------------------------|
 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  NGVD 29 (??/??/92)  481.274  (m)         1578.98   (f) ADJ UNCH    1 2
 QM0404
 QM0404.Superseded values are not recommended for survey control.
 QM0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0404.See file dsdata.txt to determine how the superseded data were derived.
 QM0404
 QM0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR9962351956(NAD 83)
 QM0404_MARKER: DS = TRIANGULATION STATION DISK
 QM0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0404_SP_SET: CONCRETE POST
 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 - August 18, 2005
 QM0404
 QM0404  HISTORY     - Date     Condition        Report By
 QM0404  HISTORY     - 1921     MONUMENTED       CGS
 QM0404  HISTORY     - 1922     GOOD             NGS
 QM0404  HISTORY     - 1934     GOOD             NGS
 QM0404  HISTORY     - 1952     GOOD             CGS
 QM0404  HISTORY     - 1985     GOOD             NGS
 QM0404  HISTORY     - 20050322 GOOD             WIDT
 QM0404  HISTORY     - 20050818 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 NATIONAL 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 NATIONAL 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--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1014 ***********************************************************************
 NH1014  DESIGNATION -  BUNEAU
 NH1014  PID         -  NH1014
 NH1014  STATE/COUNTY-  WI/WALWORTH
 NH1014  USGS QUAD   -  SPRINGFIELD (1976)
 NH1014
 NH1014                         *CURRENT SURVEY CONTROL
 NH1014  ___________________________________________________________________
 NH1014* NAD 83(1991)-  42 38 15.39315(N)    088 26 34.39647(W)     ADJUSTED  
 NH1014* NAVD 88     -       285.     (meters)     935.     (feet)  SCALED    
 NH1014  ___________________________________________________________________
 NH1014  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 NH1014  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 NH1014
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1014
 NH1014.The geoid height was determined by GEOID03.
 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     -   0.99996066  x   1.00002068  =   0.99998134
 NH1014!UTM  16      -   0.99996066  x   0.99977217  =   0.99973284
 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
 NH1014.Superseded values are not recommended for survey control.
 NH1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1014.See file dsdata.txt to determine how the superseded data were derived.
 NH1014
 NH1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8170321582(NAD 83)
 NH1014_MARKER: DS = TRIANGULATION STATION DISK
 NH1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 ON1062 ***********************************************************************
 ON1062  DESIGNATION -  BUNKER
 ON1062  PID         -  ON1062
 ON1062  STATE/COUNTY-  WI/RICHLAND
 ON1062  USGS QUAD   -  ROCKBRIDGE (1983)
 ON1062
 ON1062                         *CURRENT SURVEY CONTROL
 ON1062  ___________________________________________________________________
 ON1062* NAD 83(1991)-  43 29 28.38591(N)    090 15 34.77972(W)     ADJUSTED  
 ON1062* NAVD 88     -       387.02   (+/-2cm)    1269.7    (feet)  VERTCON   
 ON1062  ___________________________________________________________________
 ON1062  LAPLACE CORR-          -5.21  (seconds)                    DEFLEC99
 ON1062  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 ON1062
 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.The vertical order pertains to the NGVD 29 superseded value.
 ON1062
 ON1062.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1062
 ON1062.The geoid height was determined by GEOID03.
 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     -   0.99994471  x   0.99993378  =   0.99987850
 ON1062!UTM  15      -   0.99994471  x   1.00020396  =   1.00014866
 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                                       0383931.7 |
 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 (07/19/86)  387.04   (m)         1269.8    (f) LEVELING    3  
 ON1062
 ON1062.Superseded values are not recommended for survey control.
 ON1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1062.See file dsdata.txt to determine how the superseded data were derived.
 ON1062
 ON1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ2157819014(NAD 83)
 ON1062_MARKER: DS = TRIANGULATION STATION DISK
 ON1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1062
 ON1062  HISTORY     - Date     Condition        Report By
 ON1062  HISTORY     - 1958     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0559 ***********************************************************************
 PO0559  DESIGNATION -  BUNT
 PO0559  PID         -  PO0559
 PO0559  STATE/COUNTY-  WI/JUNEAU
 PO0559  USGS QUAD   -  NECEDAH (1969)
 PO0559
 PO0559                         *CURRENT SURVEY CONTROL
 PO0559  ___________________________________________________________________
 PO0559* NAD 83(1991)-  44 01 28.71418(N)    090 06 36.28808(W)     ADJUSTED  
 PO0559* NAVD 88     -       278.     (meters)     912.     (feet)  SCALED    
 PO0559  ___________________________________________________________________
 PO0559  LAPLACE CORR-          -5.51  (seconds)                    DEFLEC99
 PO0559  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 PO0559
 PO0559  HORZ ORDER  -  FIRST
 PO0559
 PO0559.The horizontal coordinates were established by classical geodetic methods
 PO0559.and adjusted by the National Geodetic Survey in November 1991..
 PO0559
 PO0559.The orthometric height was scaled from a topographic map.
 PO0559
 PO0559.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0559
 PO0559.The geoid height was determined by GEOID03.
 PO0559
 PO0559;                    North         East     Units Scale Factor Converg.
 PO0559;SPC WI S     -   224,931.007   591,174.631   MT  0.99999173   -0 04 32.3
 PO0559;SPC WI S     -   737,961.15  1,939,545.44   sFT  0.99999173   -0 04 32.3
 PO0559;UTM  15      - 4,878,670.871   731,604.326   MT  1.00025978   +2 00 33.4
 PO0559
 PO0559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0559!SPC WI S     -   0.99996189  x   0.99999173  =   0.99995362
 PO0559!UTM  15      -   0.99996189  x   1.00025978  =   1.00022166
 PO0559
 PO0559|---------------------------------------------------------------------|
 PO0559| PID    Reference Object                     Distance      Geod. Az  |
 PO0559|                                                           dddmmss.s |
 PO0559| CJ4359 BUNT RM 2                             7.052 METERS 01242     |
 PO0559| CJ4358 BUNT RM 1                            11.325 METERS 30829     |
 PO0559|---------------------------------------------------------------------|
 PO0559
 PO0559                          SUPERSEDED SURVEY CONTROL
 PO0559
 PO0559  NAD 83(1986)-  44 01 28.71186(N)    090 06 36.29555(W) AD(       ) 1
 PO0559  NAD 27      -  44 01 28.83700(N)    090 06 35.82800(W) AD(       ) 1
 PO0559
 PO0559.Superseded values are not recommended for survey control.
 PO0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0559.See file dsdata.txt to determine how the superseded data were derived.
 PO0559
 PO0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ3160478671(NAD 83)
 PO0559_MARKER: DS = TRIANGULATION STATION DISK
 PO0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0559
 PO0559  HISTORY     - Date     Condition        Report By
 PO0559  HISTORY     - 1926     MONUMENTED       CGS
 PO0559  HISTORY     - 1935     GOOD             CGS
 PO0559  HISTORY     - 1958     MARK NOT FOUND   USGS
 PO0559  HISTORY     - 1969     SEE DESCRIPTION  USGS
 PO0559
 PO0559                          STATION DESCRIPTION
 PO0559
 PO0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PO0559'STATION IS LOCATED ABOUT 1.4 MILES W OF THE VILLAGE OF NECEDAH
 PO0559'ON STATE HIGHWAY 21 AT THE FIRST CURVE W OF NECEDAH.  IT IS
 PO0559'12.2 METERS N OF THE CENTER OF HIGHWAY AND 7.34 METERS S OF
 PO0559'FENCE LINE.
 PO0559'
 PO0559'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 PO0559'DISKS SET IN CONCRETE POSTS.
 PO0559'
 PO0559'BOTH REFERENCE MARKS ARE LOCATED ALONG THE FENCE LINE.
 PO0559
 PO0559                          STATION RECOVERY (1935)
 PO0559
 PO0559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (TRB)
 PO0559'DESCRIPTION ADEQUATE.  MARK FOUND AS DESCRIBED IN GOOD CONDITION.
 PO0559'
 PO0559'NOTE--REFERENCE MARK NO. 2 POINTS ABOUT 5 FEET TOO FAR E.
 PO0559
 PO0559                          STATION RECOVERY (1958)
 PO0559
 PO0559'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 PO0559'STATION NOT FOUND.  HIGHWAY 21 HAS BEEN REBUILT, BELIEVE STATION
 PO0559'HAS BEEN TORN OUT.
 PO0559
 PO0559                          STATION RECOVERY (1969)
 PO0559
 PO0559'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 PO0559'STATION NOT FOUND IN A 10 MINUTE SEARCH.  STATE HIGHWAY 21
 PO0559'HAS BEEN REBUILT SINCE DESCRIPTION WAS WRITTEN AND THE PLOTTED
 PO0559'POSITION OF THE MARK FALLS ON THE EDGE OF PRESENT HIGHWAY AND
 PO0559'IS PROBABLY COVERED OR DESTROYED.
 PO0559'
 PO0559'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1.4
 PO0559'MILES W OF THE VILLAGE OF NECEDAH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0912 ***********************************************************************
 OM0912  DESIGNATION -  BUREN
 OM0912  PID         -  OM0912
 OM0912  STATE/COUNTY-  WI/DODGE
 OM0912  USGS QUAD   -  LOST LAKE (1980)
 OM0912
 OM0912                         *CURRENT SURVEY CONTROL
 OM0912  ___________________________________________________________________
 OM0912* NAD 83(1991)-  43 22 43.36556(N)    088 57 26.41620(W)     ADJUSTED  
 OM0912* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 OM0912  ___________________________________________________________________
 OM0912  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 OM0912  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 OM0912
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0912
 OM0912.The geoid height was determined by GEOID03.
 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     -   0.99996489  x   0.99993262  =   0.99989752
 OM0912!UTM  16      -   0.99996489  x   0.99990926  =   0.99987416
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0912.See file dsdata.txt to determine how the superseded data were derived.
 OM0912
 OM0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4144204732(NAD 83)
 OM0912_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 AB8431 ***********************************************************************
 AB8431  DESIGNATION -  BURGESS
 AB8431  PID         -  AB8431
 AB8431  STATE/COUNTY-  WI/BURNETT
 AB8431  USGS QUAD   -  POQUETTES LAKE (1982)
 AB8431
 AB8431                         *CURRENT SURVEY CONTROL
 AB8431  ___________________________________________________________________
 AB8431* NAD 83(1997)-  45 48 55.05226(N)    092 05 00.05405(W)     ADJUSTED  
 AB8431* NAVD 88     -       324.7    (meters)    1065.     (feet)  GPS OBS   
 AB8431  ___________________________________________________________________
 AB8431  X           -    -161,891.035 (meters)                     COMP
 AB8431  Y           -  -4,450,328.614 (meters)                     COMP
 AB8431  Z           -   4,551,175.240 (meters)                     COMP
 AB8431  LAPLACE CORR-         -12.25  (seconds)                    DEFLEC99
 AB8431  ELLIP HEIGHT-         296.94  (meters)          (01/30/03) GPS OBS
 AB8431  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 AB8431
 AB8431  HORZ ORDER  -  FIRST
 AB8431  ELLP ORDER  -  FOURTH    CLASS I
 AB8431
 AB8431.The horizontal coordinates were established by GPS observations
 AB8431.and adjusted by the National Geodetic Survey in January 2003..
 AB8431
 AB8431.The orthometric height was determined by GPS observations and a
 AB8431.high-resolution geoid model.
 AB8431
 AB8431.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8431
 AB8431.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8431
 AB8431.The ellipsoidal height was determined by GPS observations
 AB8431.and is referenced to NAD 83.
 AB8431
 AB8431.The geoid height was determined by GEOID03.
 AB8431
 AB8431;                    North         East     Units Scale Factor Converg.
 AB8431;SPC WI N     -    74,213.944   438,105.179   MT  0.99996417   -1 30 10.3
 AB8431;SPC WI N     -   243,483.58  1,437,350.07   sFT  0.99996417   -1 30 10.3
 AB8431;UTM  15      - 5,073,934.053   571,214.184   MT  0.99966235   +0 39 26.5
 AB8431
 AB8431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8431!SPC WI N     -   0.99995345  x   0.99996417  =   0.99991762
 AB8431!UTM  15      -   0.99995345  x   0.99966235  =   0.99961582
 AB8431
 AB8431                          SUPERSEDED SURVEY CONTROL
 AB8431
 AB8431  NAD 83(1991)-  45 48 55.05157(N)    092 05 00.05138(W) AD(       ) 1
 AB8431  ELLIP H (12/09/96)  296.97   (m)                       GP(       ) 4 1
 AB8431
 AB8431.Superseded values are not recommended for survey control.
 AB8431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8431.See file dsdata.txt to determine how the superseded data were derived.
 AB8431
 AB8431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7121473934(NAD 83)
 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 = OCTOBER  7, 2006
 OM1075 ***********************************************************************
 OM1075  DESIGNATION -  BURKE
 OM1075  PID         -  OM1075
 OM1075  STATE/COUNTY-  WI/DANE
 OM1075  USGS QUAD   -  MADISON EAST (1983)
 OM1075
 OM1075                         *CURRENT SURVEY CONTROL
 OM1075  ___________________________________________________________________
 OM1075* NAD 83(1991)-  43 06 59.12660(N)    089 16 52.85127(W)     ADJUSTED  
 OM1075* NAVD 88     -       319.     (meters)    1047.     (feet)  SCALED    
 OM1075  ___________________________________________________________________
 OM1075  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 OM1075  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 OM1075
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1075
 OM1075.The geoid height was determined by GEOID03.
 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     -   0.99995538  x   0.99994484  =   0.99990023
 OM1075!UTM  16      -   0.99995538  x   1.00002378  =   0.99997916
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1075.See file dsdata.txt to determine how the superseded data were derived.
 OM1075
 OM1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1439976270(NAD 83)
 OM1075_MARKER: DD = SURVEY DISK
 OM1075_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 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 = OCTOBER  7, 2006
 PO0587 ***********************************************************************
 PO0587  DESIGNATION -  BURKE
 PO0587  PID         -  PO0587
 PO0587  STATE/COUNTY-  WI/MONROE
 PO0587  USGS QUAD   -  CATARACT (1983)
 PO0587
 PO0587                         *CURRENT SURVEY CONTROL
 PO0587  ___________________________________________________________________
 PO0587* NAD 83(1991)-  44 01 18.89715(N)    090 49 33.43192(W)     ADJUSTED  
 PO0587* NAVD 88     -       415.4    (meters)    1363.     (feet)  VERTCON   
 PO0587  ___________________________________________________________________
 PO0587  LAPLACE CORR-          -8.59  (seconds)                    DEFLEC99
 PO0587  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 PO0587
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0587
 PO0587.The geoid height was determined by GEOID03.
 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     -   0.99994003  x   0.99999122  =   0.99993125
 PO0587!UTM  15      -   0.99994003  x   0.99997340  =   0.99991344
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0587.See file dsdata.txt to determine how the superseded data were derived.
 PO0587
 PO0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7424076605(NAD 83)
 PO0587_MARKER: DD = SURVEY DISK
 PO0587_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  7, 2006
 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  USGS QUAD   -  DE FOREST (1983)
 DG4837
 DG4837                         *CURRENT SURVEY CONTROL
 DG4837  ___________________________________________________________________
 DG4837* NAD 83(1997)-  43 08 35.06201(N)    089 16 10.95005(W)     ADJUSTED  
 DG4837* NAVD 88     -       282.06   (meters)     925.4    (feet)  GPS OBS   
 DG4837  ___________________________________________________________________
 DG4837  X           -      59,411.030 (meters)                     COMP
 DG4837  Y           -  -4,660,900.768 (meters)                     COMP
 DG4837  Z           -   4,339,282.049 (meters)                     COMP
 DG4837  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 DG4837  ELLIP HEIGHT-         247.58  (meters)          (04/02/04) GPS OBS
 DG4837  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 DG4837
 DG4837  HORZ ORDER  -  FIRST
 DG4837  ELLP ORDER  -  FOURTH    CLASS I
 DG4837
 DG4837.The horizontal coordinates were established by GPS observations
 DG4837.and adjusted by the WI DEPT OF TRANSP in April 2004..
 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.Photographs are available 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 DEFLEC99 derived deflections.
 DG4837
 DG4837.The ellipsoidal height was determined by GPS observations
 DG4837.and is referenced to NAD 83.
 DG4837
 DG4837.The geoid height was determined by GEOID03.
 DG4837
 DG4837;                    North         East     Units Scale Factor Converg.
 DG4837;SPC WI S     -   127,244.397   659,406.169   MT  0.99994265   +0 30 06.4
 DG4837;SPC WI S     -   417,467.66  2,163,401.74   sFT  0.99994265   +0 30 06.4
 DG4837;UTM  16      - 4,779,203.608   315,426.426   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                          SUPERSEDED SURVEY CONTROL
 DG4837
 DG4837.No superseded survey control is available for this station.
 DG4837
 DG4837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1542679204(NAD 83)
 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 - 2001
 DG4837
 DG4837  HISTORY     - Date     Condition        Report By
 DG4837  HISTORY     - 2001     MONUMENTED       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'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9805 ***********************************************************************
 DF9805  DESIGNATION -  BURKE N GPS
 DF9805  PID         -  DF9805
 DF9805  STATE/COUNTY-  WI/DANE
 DF9805  USGS QUAD   -  DE FOREST (1983)
 DF9805
 DF9805                         *CURRENT SURVEY CONTROL
 DF9805  ___________________________________________________________________
 DF9805* NAD 83(1997)-  43 11 12.50149(N)    089 19 25.20881(W)     ADJUSTED  
 DF9805* NAVD 88     -       269.450  (meters)     884.02   (feet)  ADJUSTED  
 DF9805  ___________________________________________________________________
 DF9805  X           -      54,982.056 (meters)                     COMP
 DF9805  Y           -  -4,657,621.752 (meters)                     COMP
 DF9805  Z           -   4,342,817.295 (meters)                     COMP
 DF9805  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 DF9805  ELLIP HEIGHT-         234.90  (meters)          (04/02/04) GPS OBS
 DF9805  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 DF9805  DYNAMIC HT  -         269.378 (meters)     883.78  (feet)  COMP
 DF9805  MODELED GRAV-     980,345.3   (mgal)                       NAVD 88
 DF9805
 DF9805  HORZ ORDER  -  FIRST
 DF9805  VERT ORDER  -  SECOND    CLASS I
 DF9805  ELLP ORDER  -  FOURTH    CLASS I
 DF9805
 DF9805.The horizontal coordinates were established by GPS observations
 DF9805.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DF9805
 DF9805.The orthometric height was determined by differential leveling
 DF9805.and adjusted by the National Geodetic Survey in February 2004..
 DF9805
 DF9805.Photographs are available 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 DEFLEC99 derived deflections.
 DF9805
 DF9805.The ellipsoidal height was determined by GPS observations
 DF9805.and is referenced to NAD 83.
 DF9805
 DF9805.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF9805;SPC WI S     -   132,065.509   654,977.383   MT  0.99993952   +0 27 53.0
 DF9805;SPC WI S     -   433,284.92  2,148,871.63   sFT  0.99993952   +0 27 53.0
 DF9805;UTM  16      - 4,784,180.858   311,172.982   MT  1.00003864   -1 35 26.7
 DF9805
 DF9805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9805!SPC WI S     -   0.99996316  x   0.99993952  =   0.99990269
 DF9805!UTM  16      -   0.99996316  x   1.00003864  =   1.00000180
 DF9805
 DF9805                          SUPERSEDED SURVEY CONTROL
 DF9805
 DF9805  NAVD 88 (04/02/04)  269.45   (m)          884.0    (f) LEVELING    3  
 DF9805
 DF9805.Superseded values are not recommended for survey control.
 DF9805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9805.See file dsdata.txt to determine how the superseded data were derived.
 DF9805
 DF9805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1117384181(NAD 83)
 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 - February 11, 2006
 DF9805
 DF9805  HISTORY     - Date     Condition        Report By
 DF9805  HISTORY     - 2001     MONUMENTED       WIDT
 DF9805  HISTORY     - 2004     GOOD             WIDT
 DF9805  HISTORY     - 20060211 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9802 ***********************************************************************
 DF9802  DESIGNATION -  BURKE S GPS
 DF9802  PID         -  DF9802
 DF9802  STATE/COUNTY-  WI/DANE
 DF9802  USGS QUAD   -  MADISON EAST (1983)
 DF9802
 DF9802                         *CURRENT SURVEY CONTROL
 DF9802  ___________________________________________________________________
 DF9802* NAD 83(1997)-  43 06 40.89362(N)    089 19 08.75623(W)     ADJUSTED  
 DF9802* NAVD 88     -       259.435  (meters)     851.16   (feet)  ADJUSTED  
 DF9802  ___________________________________________________________________
 DF9802  X           -      55,421.606 (meters)                     COMP
 DF9802  Y           -  -4,663,342.282 (meters)                     COMP
 DF9802  Z           -   4,336,695.192 (meters)                     COMP
 DF9802  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 DF9802  ELLIP HEIGHT-         225.07  (meters)          (04/02/04) GPS OBS
 DF9802  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 DF9802  DYNAMIC HT  -         259.367 (meters)     850.94  (feet)  COMP
 DF9802  MODELED GRAV-     980,349.5   (mgal)                       NAVD 88
 DF9802
 DF9802  HORZ ORDER  -  FIRST
 DF9802  VERT ORDER  -  SECOND    CLASS I
 DF9802  ELLP ORDER  -  FOURTH    CLASS I
 DF9802
 DF9802.The horizontal coordinates were established by GPS observations
 DF9802.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DF9802
 DF9802.The orthometric height was determined by differential leveling
 DF9802.and adjusted by the National Geodetic Survey in February 2004..
 DF9802
 DF9802.Photographs are available 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 DEFLEC99 derived deflections.
 DF9802
 DF9802.The ellipsoidal height was determined by GPS observations
 DF9802.and is referenced to NAD 83.
 DF9802
 DF9802.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF9802;SPC WI S     -   123,687.504   655,417.310   MT  0.99994528   +0 28 04.3
 DF9802;SPC WI S     -   405,798.09  2,150,314.96   sFT  0.99994528   +0 28 04.3
 DF9802;UTM  16      - 4,775,791.661   311,312.311   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  =   1.00000270
 DF9802
 DF9802                          SUPERSEDED SURVEY CONTROL
 DF9802
 DF9802  NAVD 88 (04/02/04)  259.44   (m)          851.2    (f) LEVELING    3  
 DF9802
 DF9802.Superseded values are not recommended for survey control.
 DF9802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9802.See file dsdata.txt to determine how the superseded data were derived.
 DF9802
 DF9802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1131275792(NAD 83)
 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 - 2001
 DF9802
 DF9802  HISTORY     - Date     Condition        Report By
 DF9802  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0005 ***********************************************************************
 NH0005  DESIGNATION -  BURLINGTON
 NH0005  PID         -  NH0005
 NH0005  STATE/COUNTY-  WI/RACINE
 NH0005  USGS QUAD   -  BURLINGTON (1987)
 NH0005
 NH0005                         *CURRENT SURVEY CONTROL
 NH0005  ___________________________________________________________________
 NH0005* NAD 83(1991)-  42 40 05.46666(N)    088 16 53.70547(W)     ADJUSTED  
 NH0005* NAVD 88     -       237.915  (meters)     780.56   (feet)  ADJUSTED  
 NH0005  ___________________________________________________________________
 NH0005  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 NH0005  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 NH0005  DYNAMIC HT  -         237.844 (meters)     780.33  (feet)  COMP
 NH0005  MODELED GRAV-     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
 NH0005.and adjusted by the National Geodetic Survey in June 1991..
 NH0005
 NH0005.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0005
 NH0005.The geoid height was determined by GEOID03.
 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;                    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     -   0.99996807  x   1.00001377  =   0.99998184
 NH0005!UTM  16      -   0.99996807  x   0.99973569  =   0.99970377
 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|---------------------------------------------------------------------|
 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  NGVD 29 (??/??/92)  237.989  (m)          780.80   (f) ADJ UNCH    1 2
 NH0005
 NH0005.Superseded values are not recommended for survey control.
 NH0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0005.See file dsdata.txt to determine how the superseded data were derived.
 NH0005
 NH0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9497924765(NAD 83)
 NH0005_MARKER: DB = BENCH MARK DISK
 NH0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0005_STAMPING: BURLINGTON 1920
 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
 NH0005'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION,
 NH0005'ON THE N SIDE OF THE TRACK, 330 YARDS E OF THE INTERSECTION
 NH0005'OF MARKET AND MC HENRY STREETS, ON THE N EDGE OF MARKET
 NH0005'STREET, 55 YARDS N OF SEMAPHORE SIGNAL NO. 26/6, AND 27.18
 NH0005'METERS (89.17 FEET) N OF THE N AND NEAREST RAIL.  SURFACE,
 NH0005'UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE TABLETS
 NH0005'SET IN CONCRETE AS DESCRIBED.
 NH0005'REFERENCE MARK IS ON THE SAME SIDE OF THE TRACK, NEAR THE FENCE
 NH0005'LINE, 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.
 NH0005'MARK IS A STANDARD U.S.C. AND G.S. BRONZE DISK SET IN CONCRETE
 NH0005'AS DESCRIBED AND FLUSH WITH THE SURFACE.
 NH0005'IT IS IN THE SE PART OF THE CITY OF BURLINGTON, 330 YARDS
 NH0005'E OF THE INTERSECTION OF MARKET AND MC HENRY STREETS, IN THE
 NH0005'NE ANGLE OF MARKET AND EMERSON STREETS.  17 FEET N OF THE
 NH0005'CENTER LINE OF MARKET STREET.  12 FEET E OF CENTER LINE OF
 NH0005'EMERSON STREET.  107 FEET NNE OF SEMAPHORE NO. 26-6 OF THE
 NH0005'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD.  88 FEET
 NH0005'N OF N RAIL.
 NH0005'
 NH0005'REFERENCE MARK NO. 1, 1920, IS WNW OF THE STATION AND IS
 NH0005'A STANDARD BRONZE DISK SET IN CONCRETE AS DESCRIBED.
 NH0005'IT IS SET FLUSH WITH THE SURFACE.  IT IS 37 FEET NW OF
 NH0005'THE INTERSECTION OF MARKET AND EMERSON STREETS AT W EDGE
 NH0005'OF EMERSON STREET.  28 FEET N OF CENTER LINE OF MARKET STREET.
 NH0005'26 FEET E OF WISCONSIN GAS AND ELECTRIC CO. POLE NO. 32-1048.
 NH0005'
 NH0005'REFERENCE MARK NO. 2, 1935, WAS SET AT THIS TIME AND IS
 NH0005'MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE AS DESCRIBED.
 NH0005'MARK PROJECTS 2 INCHES ABOVE THE SURFACE.  IT
 NH0005'IS N OF THE STATION.  12 FEET E OF CENTER LINE OF EMERSON
 NH0005'STREET.  69 FEET SW OF SW CORNER OF HOUSE NO. 730 MARKET STREET.
 NH0005'
 NH0005'AZIMUTH MARK IS U.S.C. AND G.S. TRAVERSE STATION OCONTO 1920
 NH0005'MARK IS WSW OF
 NH0005'THE STATION ON THE RIGHT-OF-WAY OF THE CHICAGO, MILWAUKEE,
 NH0005'ST. PAUL AND PACIFIC RAILROAD, ABOUT 100 FEET E OF POINT WHERE
 NH0005'THE TRACK MAKES A CURVE AND ACROSS THE TRACKS (S) OF A SAND
 NH0005'AND GRAVEL PIT.  85 FEET SW OF POINT OF SWITCH OF SPUR TRACK
 NH0005'TO GRAVEL PIT.  17.60 FEET S OF S RAIL.  17 FEET N OF
 NH0005'RIGHT-OF-WAY FENCE LINE, AND IS SET FLUSH WITH GROUND.
 NH0005'
 NH0005'LIGHTS 100 FEET ABOVE STATION DOVER 1873 AND STATION SILVER
 NH0005'COME INTO 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 = OCTOBER  7, 2006
 NH0994 ***********************************************************************
 NH0994  DESIGNATION -  BURLINGTON BREWING CO TANK
 NH0994  PID         -  NH0994
 NH0994  STATE/COUNTY-  WI/RACINE
 NH0994  USGS QUAD   -  BURLINGTON (1987)
 NH0994
 NH0994                         *CURRENT SURVEY CONTROL
 NH0994  ___________________________________________________________________
 NH0994* NAD 83(1991)-  42 40 23.76872(N)    088 17 00.11639(W)     ADJUSTED  
 NH0994* NAVD 88     -                                                        
 NH0994  ___________________________________________________________________
 NH0994  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 NH0994  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 NH0994
 NH0994  HORZ ORDER  -  THIRD
 NH0994
 NH0994.The horizontal coordinates were established by classical geodetic methods
 NH0994.and adjusted by the National Geodetic Survey in November 1991..
 NH0994
 NH0994
 NH0994.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0994
 NH0994.The geoid height was determined by GEOID03.
 NH0994
 NH0994;                    North         East     Units Scale Factor Converg.
 NH0994;SPC WI S     -    76,243.148   740,707.250   MT  1.00001265   +1 10 46.2
 NH0994;SPC WI S     -   250,141.06  2,430,137.04   sFT  1.00001265   +1 10 46.2
 NH0994;UTM  16      - 4,725,331.270   394,841.704   MT  0.99973605   -0 52 11.9
 NH0994
 NH0994                          SUPERSEDED SURVEY CONTROL
 NH0994
 NH0994  NAD 83(1986)-  42 40 23.75999(N)    088 17 00.12574(W) AD(       ) 4
 NH0994  NAD 27      -  42 40 23.69200(N)    088 16 59.79200(W) AD(       ) 3
 NH0994
 NH0994.Superseded values are not recommended for survey control.
 NH0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0994.See file dsdata.txt to determine how the superseded data were derived.
 NH0994
 NH0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9484225331(NAD 83)
 NH0994_MARKER: 53 = ELEVATED TANK
 NH0994
 NH0994  HISTORY     - Date     Condition        Report By
 NH0994  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH0994  HISTORY     - 1977     MARK NOT FOUND   NGS
 NH0994
 NH0994                          STATION DESCRIPTION
 NH0994
 NH0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH0994'THIS STATION IS THE TALL SLIM TANK AT THE BURLINGTON BREWING
 NH0994'COMPANY, IN THE WEST CENTRAL PART OF THE TOWN OF BURLINGTON,
 NH0994'WISCONSIN.  IT IS LOCATED AT THE WEST END OF THE BREWERY,
 NH0994'ABOUT 150 FEET NORTH OF MC HENRY STREET, AND ABOUT 0.2 MILE
 NH0994'WEST OF LIBERTY STREET.  THE TANK WAS ERECTED IN 1915 AND
 NH0994'IS VERY PROMINENT.
 NH0994'
 NH0994'THE TANK HAS FOUR SILVER I-BEAM LEGS ABOUT 130 FEET HIGH.
 NH0994'THE RED HOOPED WOODEN TANK, ABOUT 30 FEET HIGH, SETS ON A
 NH0994'RED OCTAGONAL PLATFORM WITH A SILVER RAIL.  THE WORDS BURLINGTON
 NH0994'BEER ARE PAINTED IN WHITE LETTERS ON THE NORTH AND SOUTH SIDES.
 NH0994'THE FLAT CONICAL ROOF HAS A SHORT FINIAL AT ITS APEX.  THE
 NH0994'TOTAL HEIGHT IS ABOUT 160 FEET.
 NH0994
 NH0994                          STATION RECOVERY (1977)
 NH0994
 NH0994'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (DAH)
 NH0994'NOT RECOVERED.  A BUILDING, POSSIBLY THE OLD BREWERY, IS AT THE
 NH0994'LOCATION DESCRIBED BUT THERE IS NO WATER TANK.
 NH0994'
 NH0994'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--WEST CENTRAL PART
 NH0994'OF BURLINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4838 ***********************************************************************
 DG4838  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4838  DESIGNATION -  BURLINGTON GPS
 DG4838  PID         -  DG4838
 DG4838  STATE/COUNTY-  WI/RACINE
 DG4838  USGS QUAD   -  ROCHESTER (1976)
 DG4838
 DG4838                         *CURRENT SURVEY CONTROL
 DG4838  ___________________________________________________________________
 DG4838* NAD 83(1997)-  42 38 27.22569(N)    088 14 10.27136(W)     ADJUSTED  
 DG4838* NAVD 88     -       228.70   (meters)     750.3    (feet)  GPS OBS   
 DG4838  ___________________________________________________________________
 DG4838  X           -     144,639.334 (meters)                     COMP
 DG4838  Y           -  -4,696,984.852 (meters)                     COMP
 DG4838  Z           -   4,298,372.746 (meters)                     COMP
 DG4838  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 DG4838  ELLIP HEIGHT-         194.34  (meters)          (04/02/04) GPS OBS
 DG4838  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 DG4838
 DG4838  HORZ ORDER  -  FIRST
 DG4838  ELLP ORDER  -  FOURTH    CLASS I
 DG4838
 DG4838.The horizontal coordinates were established by GPS observations
 DG4838.and adjusted by the WI DEPT OF TRANSP in April 2004..
 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.Photographs are available 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 DEFLEC99 derived deflections.
 DG4838
 DG4838.The ellipsoidal height was determined by GPS observations
 DG4838.and is referenced to NAD 83.
 DG4838
 DG4838.The geoid height was determined by GEOID03.
 DG4838
 DG4838;                    North         East     Units Scale Factor Converg.
 DG4838;SPC WI S     -    72,728.401   744,649.875   MT  1.00001992   +1 12 42.9
 DG4838;SPC WI S     -   238,609.76  2,443,072.13   sFT  1.00001992   +1 12 42.9
 DG4838;UTM  16      - 4,721,678.819   398,655.028   MT  0.99972636   -0 50 14.9
 DG4838
 DG4838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4838!SPC WI S     -   0.99996952  x   1.00001992  =   0.99998944
 DG4838!UTM  16      -   0.99996952  x   0.99972636  =   0.99969589
 DG4838
 DG4838                          SUPERSEDED SURVEY CONTROL
 DG4838
 DG4838.No superseded survey control is available for this station.
 DG4838
 DG4838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9865521679(NAD 83)
 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 - 2001
 DG4838
 DG4838  HISTORY     - Date     Condition        Report By
 DG4838  HISTORY     - 2001     MONUMENTED       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'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0992 ***********************************************************************
 NH0992  DESIGNATION -  BURLINGTON MUNICIPAL TANK
 NH0992  PID         -  NH0992
 NH0992  STATE/COUNTY-  WI/RACINE
 NH0992  USGS QUAD   -  BURLINGTON (1987)
 NH0992
 NH0992                         *CURRENT SURVEY CONTROL
 NH0992  ___________________________________________________________________
 NH0992* NAD 83(1991)-  42 40 49.09439(N)    088 17 04.31812(W)     ADJUSTED  
 NH0992* NAVD 88     -                                                        
 NH0992  ___________________________________________________________________
 NH0992  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 NH0992  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 NH0992
 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
 NH0992.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0992
 NH0992.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 NH0992
 NH0992  NAD 83(1986)-  42 40 49.09029(N)    088 17 04.32857(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0992.See file dsdata.txt to determine how the superseded data were derived.
 NH0992
 NH0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9475826114(NAD 83)
 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 = OCTOBER  7, 2006
 NH0993 ***********************************************************************
 NH0993  DESIGNATION -  BURLINGTON ST MARYS CH SPIRE
 NH0993  PID         -  NH0993
 NH0993  STATE/COUNTY-  WI/RACINE
 NH0993  USGS QUAD   -  BURLINGTON (1987)
 NH0993
 NH0993                         *CURRENT SURVEY CONTROL
 NH0993  ___________________________________________________________________
 NH0993* NAD 83(1991)-  42 40 32.99157(N)    088 16 53.98697(W)     ADJUSTED  
 NH0993* NAVD 88     -                                                        
 NH0993  ___________________________________________________________________
 NH0993  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 NH0993  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 NH0993
 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
 NH0993.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0993
 NH0993.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 NH0993
 NH0993  NAD 83(1986)-  42 40 32.98332(N)    088 16 53.99681(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0993.See file dsdata.txt to determine how the superseded data were derived.
 NH0993
 NH0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9498625614(NAD 83)
 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 = OCTOBER  7, 2006
 DF9468 ***********************************************************************
 DF9468  DESIGNATION -  BURLINGTON W GPS
 DF9468  PID         -  DF9468
 DF9468  STATE/COUNTY-  WI/RACINE
 DF9468  USGS QUAD   -  GENOA CITY (1971)
 DF9468
 DF9468                         *CURRENT SURVEY CONTROL
 DF9468  ___________________________________________________________________
 DF9468* NAD 83(1997)-  42 37 08.13365(N)    088 18 13.29128(W)     ADJUSTED  
 DF9468* NAVD 88     -       263.626  (meters)     864.91   (feet)  ADJUSTED  
 DF9468  ___________________________________________________________________
 DF9468  X           -     139,154.969 (meters)                     COMP
 DF9468  Y           -  -4,698,829.970 (meters)                     COMP
 DF9468  Z           -   4,296,600.778 (meters)                     COMP
 DF9468  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 DF9468  ELLIP HEIGHT-         229.35  (meters)          (04/02/04) GPS OBS
 DF9468  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 DF9468  DYNAMIC HT  -         263.546 (meters)     864.65  (feet)  COMP
 DF9468  MODELED GRAV-     980,309.5   (mgal)                       NAVD 88
 DF9468
 DF9468  HORZ ORDER  -  FIRST
 DF9468  VERT ORDER  -  SECOND    CLASS I
 DF9468  ELLP ORDER  -  FOURTH    CLASS I
 DF9468
 DF9468.The horizontal coordinates were established by GPS observations
 DF9468.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DF9468
 DF9468.The orthometric height was determined by differential leveling
 DF9468.and adjusted by the National Geodetic Survey in February 2004..
 DF9468
 DF9468.Photographs are available 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 DEFLEC99 derived deflections.
 DF9468
 DF9468.The ellipsoidal height was determined by GPS observations
 DF9468.and is referenced to NAD 83.
 DF9468
 DF9468.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF9468;SPC WI S     -    70,173.442   739,164.188   MT  1.00002503   +1 09 55.9
 DF9468;SPC WI S     -   230,227.37  2,425,074.51   sFT  1.00002503   +1 09 55.9
 DF9468;UTM  16      - 4,719,322.299   393,083.113   MT  0.99974064   -0 52 58.2
 DF9468
 DF9468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9468!SPC WI S     -   0.99996403  x   1.00002503  =   0.99998906
 DF9468!UTM  16      -   0.99996403  x   0.99974064  =   0.99970468
 DF9468
 DF9468                          SUPERSEDED SURVEY CONTROL
 DF9468
 DF9468  NAVD 88 (04/02/04)  263.63   (m)          864.9    (f) LEVELING    3  
 DF9468
 DF9468.Superseded values are not recommended for survey control.
 DF9468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9468.See file dsdata.txt to determine how the superseded data were derived.
 DF9468
 DF9468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9308319322(NAD 83)
 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 - 2001
 DF9468
 DF9468  HISTORY     - Date     Condition        Report By
 DF9468  HISTORY     - 2001     MONUMENTED       WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1662 ***********************************************************************
 NH1662  PACS        -  This is a Primary Airport Control Station.
 NH1662  DESIGNATION -  BURLPORT
 NH1662  PID         -  NH1662
 NH1662  STATE/COUNTY-  WI/RACINE
 NH1662  USGS QUAD   -  BURLINGTON (1987)
 NH1662
 NH1662                         *CURRENT SURVEY CONTROL
 NH1662  ___________________________________________________________________
 NH1662* NAD 83(1997)-  42 41 26.35521(N)    088 17 59.39516(W)     ADJUSTED  
 NH1662* NAVD 88     -       235.45   (meters)     772.5    (feet)  GPS OBS   
 NH1662  ___________________________________________________________________
 NH1662  X           -     139,310.727 (meters)                     COMP
 NH1662  Y           -  -4,693,403.094 (meters)                     COMP
 NH1662  Z           -   4,302,441.930 (meters)                     COMP
 NH1662  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 NH1662  ELLIP HEIGHT-         201.15  (meters)          (04/28/99) GPS OBS
 NH1662  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 NH1662
 NH1662  HORZ ORDER  -  A
 NH1662  ELLP ORDER  -  THIRD     CLASS I
 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 April 1999..
 NH1662
 NH1662.The orthometric height was determined by GPS observations and a
 NH1662.high-resolution geoid model.
 NH1662
 NH1662.GPS derived orthometric heights for airport stations designated as
 NH1662.PACS or SACS are published to 2 decimal places.  This maintains
 NH1662.centimeter relative accuracy between the PACS and SACS.  It does
 NH1662.not indicate centimeter accuracy relative to other marks which are
 NH1662.part of the NAVD 88 network.
 NH1662
 NH1662.Photographs are available 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 DEFLEC99 derived deflections.
 NH1662
 NH1662.The ellipsoidal height was determined by GPS observations
 NH1662.and is referenced to NAD 83.
 NH1662
 NH1662.The geoid height was determined by GEOID03.
 NH1662
 NH1662;                    North         East     Units Scale Factor Converg.
 NH1662;SPC WI S     -    78,146.370   739,318.370   MT  1.00000888   +1 10 05.5
 NH1662;SPC WI S     -   256,385.22  2,425,580.35   sFT  1.00000888   +1 10 05.5
 NH1662;UTM  16      - 4,727,282.413   393,522.139   MT  0.99973948   -0 52 53.1
 NH1662
 NH1662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1662!SPC WI S     -   0.99996845  x   1.00000888  =   0.99997733
 NH1662!UTM  16      -   0.99996845  x   0.99973948  =   0.99970794
 NH1662
 NH1662:                Primary Azimuth Mark                     Grid Az
 NH1662:SPC WI S     -  BURLPORT AZ MK                           287 33 16.1
 NH1662:UTM  16      -  BURLPORT AZ MK                           289 36 14.7
 NH1662
 NH1662|---------------------------------------------------------------------|
 NH1662| PID    Reference Object                     Distance      Geod. Az  |
 NH1662|                                                           dddmmss.s |
 NH1662| NH1663 BURLPORT AZ MK                      APPROX. 0.9 KM 2884321.6 |
 NH1662|---------------------------------------------------------------------|
 NH1662
 NH1662                          SUPERSEDED SURVEY CONTROL
 NH1662
 NH1662  NAD 83(1991)-  42 41 26.35317(N)    088 17 59.38663(W) AD(       ) 1
 NH1662  ELLIP H (08/19/91)  201.31   (m)                       GP(       ) 4 1
 NH1662  NGVD 29 (08/19/91)  235.6    (m)          773.     (f) GPS OBS        
 NH1662
 NH1662.Superseded values are not recommended for survey control.
 NH1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1662.See file dsdata.txt to determine how the superseded data were derived.
 NH1662
 NH1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9352227282(NAD 83)
 NH1662_MARKER: DH = HORIZONTAL CONTROL DISK
 NH1662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1662_SP_SET: CONCRETE POST
 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 - 2001
 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
 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'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1663 ***********************************************************************
 NH1663  DESIGNATION -  BURLPORT AZ MK
 NH1663  PID         -  NH1663
 NH1663  STATE/COUNTY-  WI/RACINE
 NH1663  USGS QUAD   -  BURLINGTON (1987)
 NH1663
 NH1663                         *CURRENT SURVEY CONTROL
 NH1663  ___________________________________________________________________
 NH1663* NAD 83(1997)-  42 41 35.21821(N)    088 18 34.85135(W)     ADJUSTED  
 NH1663* NAVD 88     -       236.2    (meters)     775.     (feet)  VERTCON   
 NH1663  ___________________________________________________________________
 NH1663  X           -     138,498.491 (meters)                     COMP
 NH1663  Y           -  -4,693,242.149 (meters)                     COMP
 NH1663  Z           -   4,302,643.456 (meters)                     COMP
 NH1663  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 NH1663  ELLIP HEIGHT-         201.89  (meters)          (09/30/02) GPS OBS
 NH1663  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 NH1663
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1663
 NH1663.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1663
 NH1663.The ellipsoidal height was determined by GPS observations
 NH1663.and is referenced to NAD 83.
 NH1663
 NH1663.The geoid height was determined by GEOID03.
 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 16.4
 NH1663:UTM  16      -  BURLPORT                                 109 36 14.8
 NH1663
 NH1663|---------------------------------------------------------------------|
 NH1663| PID    Reference Object                     Distance      Geod. Az  |
 NH1663|                                                           dddmmss.s |
 NH1663| NH1662 BURLPORT                            APPROX. 0.9 KM 1084257.5 |
 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)  202.04   (m)                       GP(       ) 4 1
 NH1663  NGVD 29 (08/19/91)  236.3    (m)          775.     (f) GPS OBS        
 NH1663
 NH1663.Superseded values are not recommended for survey control.
 NH1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1663.See file dsdata.txt to determine how the superseded data were derived.
 NH1663
 NH1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9272027568(NAD 83)
 NH1663_MARKER: DZ = AZIMUTH MARK DISK
 NH1663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1663_SP_SET: CONCRETE POST
 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 10, 1990
 NH1663
 NH1663  HISTORY     - Date     Condition        Report By
 NH1663  HISTORY     - 1989     MONUMENTED       WIDT
 NH1663  HISTORY     - 19900910 GOOD
 NH1663
 NH1663                          STATION DESCRIPTION
 NH1663
 NH1663'DESCRIBED BY WI DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1196 ***********************************************************************
 PN1196  DESIGNATION -  BURMEISTER
 PN1196  PID         -  PN1196
 PN1196  STATE/COUNTY-  WI/MARATHON
 PN1196  USGS QUAD   -  MARATHON (1981)
 PN1196
 PN1196                         *CURRENT SURVEY CONTROL
 PN1196  ___________________________________________________________________
 PN1196* NAD 83(1991)-  44 59 20.88327(N)    089 50 40.83384(W)     ADJUSTED  
 PN1196* NAVD 88     -       438.8    (meters)    1440.     (feet)  VERTCON   
 PN1196  ___________________________________________________________________
 PN1196  LAPLACE CORR-          -6.80  (seconds)                    DEFLEC99
 PN1196  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 PN1196
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1196
 PN1196.The geoid height was determined by GEOID03.
 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  =   0.99987914
 PN1196!UTM  16      -   0.99993650  x   1.00021838  =   1.00015486
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1196.See file dsdata.txt to determine how the superseded data were derived.
 PN1196
 PN1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7575385681(NAD 83)
 PN1196_MARKER: DE = TRAVERSE STATION DISK
 PN1196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1196_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PN1196_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 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 = OCTOBER  7, 2006
 NH1270 ***********************************************************************
 NH1270  DESIGNATION -  BURNETT
 NH1270  PID         -  NH1270
 NH1270  STATE/COUNTY-  WI/ROCK
 NH1270  USGS QUAD   -  CLINTON (1976)
 NH1270
 NH1270                         *CURRENT SURVEY CONTROL
 NH1270  ___________________________________________________________________
 NH1270* NAD 83(1991)-  42 33 25.96195(N)    088 50 59.99799(W)     ADJUSTED  
 NH1270* NAVD 88     -       289.     (meters)     948.     (feet)  SCALED    
 NH1270  ___________________________________________________________________
 NH1270  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 NH1270  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 NH1270
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1270
 NH1270.The geoid height was determined by GEOID03.
 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 IL E     -   654,124.793   257,570.306   MT  0.99999714   -0 20 58.0
 NH1270;SPC IL E     - 2,146,074.43    845,045.25   sFT  0.99999714   -0 20 58.0
 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;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     -   0.99995997  x   1.00004016  =   1.00000013
 NH1270!SPC IL E     -   0.99995997  x   0.99999714  =   0.99995711
 NH1270!SPC IL W     -   0.99995997  x   1.00008496  =   1.00004492
 NH1270!UTM  16      -   0.99995997  x   0.99988378  =   0.99984375
 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
 NH1270.Superseded values are not recommended for survey control.
 NH1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1270.See file dsdata.txt to determine how the superseded data were derived.
 NH1270
 NH1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4812913304(NAD 83)
 NH1270_MARKER: DS = TRIANGULATION STATION DISK
 NH1270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 OM1343 ***********************************************************************
 OM1343  DESIGNATION -  BURNETT GPS
 OM1343  PID         -  OM1343
 OM1343  STATE/COUNTY-  WI/DODGE
 OM1343  USGS QUAD   -  WAUPUN SOUTH (1980)
 OM1343
 OM1343                         *CURRENT SURVEY CONTROL
 OM1343  ___________________________________________________________________
 OM1343* NAD 83(1997)-  43 30 47.87136(N)    088 42 31.80500(W)     ADJUSTED  
 OM1343* NAVD 88     -       277.516  (meters)     910.48   (feet)  ADJUSTED  
 OM1343  ___________________________________________________________________
 OM1343  X           -     104,397.362 (meters)                     COMP
 OM1343  Y           -  -4,631,874.631 (meters)                     COMP
 OM1343  Z           -   4,369,200.170 (meters)                     COMP
 OM1343  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 OM1343  ELLIP HEIGHT-         242.34  (meters)          (11/17/00) GPS OBS
 OM1343  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 OM1343  DYNAMIC HT  -         277.452 (meters)     910.27  (feet)  COMP
 OM1343  MODELED GRAV-     980,381.5   (mgal)                       NAVD 88
 OM1343  OBS GRAVITY -     980,383.0   (mgal)                       GRAV_OBS
 OM1343
 OM1343  HORZ ORDER  -  FIRST
 OM1343  VERT ORDER  -  SECOND    CLASS I
 OM1343  ELLP ORDER  -  THIRD     CLASS II
 OM1343
 OM1343.The horizontal coordinates were established by GPS observations
 OM1343.and adjusted by the National Geodetic Survey in July 2000..
 OM1343
 OM1343.The orthometric height was determined by differential leveling
 OM1343.and adjusted by the National Geodetic Survey in October 2000..
 OM1343
 OM1343.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1343
 OM1343.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1343
 OM1343.The ellipsoidal height was determined by GPS observations
 OM1343.and is referenced to NAD 83.
 OM1343
 OM1343.The geoid height was determined by GEOID03.
 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.The observed gravity was obtained from relative gravimeter ties
 OM1343.to the IGSN71 gravity network.
 OM1343
 OM1343;                    North         East     Units Scale Factor Converg.
 OM1343;SPC WI S     -   168,921.458   704,391.224   MT  0.99993445   +0 53 13.8
 OM1343;SPC WI S     -   554,203.15  2,310,990.21   sFT  0.99993445   +0 53 13.8
 OM1343;UTM  16      - 4,819,236.560   361,879.631   MT  0.99983466   -1 10 36.3
 OM1343
 OM1343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1343!SPC WI S     -   0.99996200  x   0.99993445  =   0.99989645
 OM1343!UTM  16      -   0.99996200  x   0.99983466  =   0.99979667
 OM1343
 OM1343                          SUPERSEDED SURVEY CONTROL
 OM1343
 OM1343  ELLIP H (07/06/00)  242.34   (m)                       GP(       ) 2 1
 OM1343  NAVD 88 (07/06/00)  277.51   (m)          910.5    (f) LEVELING    3  
 OM1343
 OM1343.Superseded values are not recommended for survey control.
 OM1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1343.See file dsdata.txt to determine how the superseded data were derived.
 OM1343
 OM1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6188019237(NAD 83)
 OM1343_MARKER: DD = SURVEY DISK
 OM1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1343_SP_SET: CONCRETE POST
 OM1343_STAMPING: BURNETT GPS 1992
 OM1343_MARK LOGO: WI-027
 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 18, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1345 ***********************************************************************
 OM1345  DESIGNATION -  BURNETT S GPS
 OM1345  PID         -  OM1345
 OM1345  STATE/COUNTY-  WI/DODGE
 OM1345  USGS QUAD   -  HORICON (1980)
 OM1345
 OM1345                         *CURRENT SURVEY CONTROL
 OM1345  ___________________________________________________________________
 OM1345* NAD 83(1997)-  43 28 23.57246(N)    088 42 03.94949(W)     ADJUSTED  
 OM1345* NAVD 88     -       279.324  (meters)     916.42   (feet)  ADJUSTED  
 OM1345  ___________________________________________________________________
 OM1345  X           -     105,092.398 (meters)                     COMP
 OM1345  Y           -  -4,634,926.287 (meters)                     COMP
 OM1345  Z           -   4,365,970.677 (meters)                     COMP
 OM1345  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 OM1345  ELLIP HEIGHT-         244.25  (meters)          (11/17/00) GPS OBS
 OM1345  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 OM1345  DYNAMIC HT  -         279.258 (meters)     916.20  (feet)  COMP
 OM1345  MODELED GRAV-     980,379.0   (mgal)                       NAVD 88
 OM1345  OBS GRAVITY -     980,380.3   (mgal)                       GRAV_OBS
 OM1345
 OM1345  HORZ ORDER  -  FIRST
 OM1345  VERT ORDER  -  SECOND    CLASS I
 OM1345  ELLP ORDER  -  THIRD     CLASS II
 OM1345
 OM1345.The horizontal coordinates were established by GPS observations
 OM1345.and adjusted by the National Geodetic Survey in July 2000..
 OM1345
 OM1345.The orthometric height was determined by differential leveling
 OM1345.and adjusted by the National Geodetic Survey in October 2000..
 OM1345
 OM1345.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1345
 OM1345.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1345
 OM1345.The ellipsoidal height was determined by GPS observations
 OM1345.and is referenced to NAD 83.
 OM1345
 OM1345.The geoid height was determined by GEOID03.
 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.The observed gravity was obtained from relative gravimeter ties
 OM1345.to the IGSN71 gravity network.
 OM1345
 OM1345;                    North         East     Units Scale Factor Converg.
 OM1345;SPC WI S     -   164,478.689   705,086.126   MT  0.99993333   +0 53 32.9
 OM1345;SPC WI S     -   539,627.17  2,313,270.07   sFT  0.99993333   +0 53 32.9
 OM1345;UTM  16      - 4,814,772.098   362,414.058   MT  0.99983285   -1 10 14.0
 OM1345
 OM1345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1345!SPC WI S     -   0.99996170  x   0.99993333  =   0.99989503
 OM1345!UTM  16      -   0.99996170  x   0.99983285  =   0.99979456
 OM1345
 OM1345                          SUPERSEDED SURVEY CONTROL
 OM1345
 OM1345  ELLIP H (07/06/00)  244.25   (m)                       GP(       ) 2 1
 OM1345  NAVD 88 (07/06/00)  279.32   (m)          916.4    (f) LEVELING    3  
 OM1345
 OM1345.Superseded values are not recommended for survey control.
 OM1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1345.See file dsdata.txt to determine how the superseded data were derived.
 OM1345
 OM1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6241414772(NAD 83)
 OM1345_MARKER: DD = SURVEY DISK
 OM1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1345_SP_SET: CONCRETE POST
 OM1345_STAMPING: BURNETT S GPS 1992
 OM1345_MARK LOGO: WI-027
 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 18, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1344 ***********************************************************************
 OM1344  DESIGNATION -  BURNETT W GPS
 OM1344  PID         -  OM1344
 OM1344  STATE/COUNTY-  WI/DODGE
 OM1344  USGS QUAD   -  BEAVER DAM (1980)
 OM1344
 OM1344                         *CURRENT SURVEY CONTROL
 OM1344  ___________________________________________________________________
 OM1344* NAD 83(1997)-  43 28 12.35343(N)    088 45 32.96454(W)     ADJUSTED  
 OM1344* NAVD 88     -       286.     (meters)     938.     (feet)  SCALED    
 OM1344  ___________________________________________________________________
 OM1344  X           -     100,400.883 (meters)                     COMP
 OM1344  Y           -  -4,635,273.455 (meters)                     COMP
 OM1344  Z           -   4,365,724.035 (meters)                     COMP
 OM1344  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 OM1344  ELLIP HEIGHT-         250.99  (meters)          (08/01/05) GPS OBS
 OM1344  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 OM1344  OBS GRAVITY -     980,376.9   (mgal)                       GRAV_OBS
 OM1344
 OM1344  HORZ ORDER  -  FIRST
 OM1344  ELLP ORDER  -  SECOND    CLASS I
 OM1344
 OM1344.The horizontal coordinates were established by GPS observations
 OM1344.and adjusted by the WI DEPT OF TRANSP in August 2005..
 OM1344
 OM1344.The orthometric height was scaled from a topographic map.
 OM1344
 OM1344.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1344
 OM1344.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1344
 OM1344.The ellipsoidal height was determined by GPS observations
 OM1344.and is referenced to NAD 83.
 OM1344
 OM1344.The geoid height was determined by GEOID03.
 OM1344.The observed gravity was obtained from relative gravimeter ties
 OM1344.to the IGSN71 gravity network.
 OM1344
 OM1344;                    North         East     Units Scale Factor Converg.
 OM1344;SPC WI S     -   164,060.980   700,394.381   MT  0.99993327   +0 51 09.3
 OM1344;SPC WI S     -   538,256.73  2,297,877.23   sFT  0.99993327   +0 51 09.3
 OM1344;UTM  16      - 4,814,523.582   357,710.753   MT  0.99984904   -1 12 37.7
 OM1344
 OM1344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1344!SPC WI S     -   0.99996064  x   0.99993327  =   0.99989392
 OM1344!UTM  16      -   0.99996064  x   0.99984904  =   0.99980969
 OM1344
 OM1344                          SUPERSEDED SURVEY CONTROL
 OM1344
 OM1344.No superseded survey control is available for this station.
 OM1344
 OM1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5771114524(NAD 83)
 OM1344_MARKER: DD = SURVEY DISK
 OM1344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1344_SP_SET: CONCRETE POST
 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 - August 06, 2003
 OM1344
 OM1344  HISTORY     - Date     Condition        Report By
 OM1344  HISTORY     - 1992     MONUMENTED       WI-027
 OM1344  HISTORY     - 19931122 GOOD             WIDT
 OM1344  HISTORY     - 20030806 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0191 ***********************************************************************
 QM0191  DESIGNATION -  BURNS
 QM0191  PID         -  QM0191
 QM0191  STATE/COUNTY-  WI/ONEIDA
 QM0191  USGS QUAD   -  RHINELANDER (1982)
 QM0191
 QM0191                         *CURRENT SURVEY CONTROL
 QM0191  ___________________________________________________________________
 QM0191* NAD 83(1991)-  45 39 41.97303(N)    089 23 05.64396(W)     ADJUSTED  
 QM0191* NAVD 88     -       485.414  (meters)    1592.56   (feet)  ADJUSTED  
 QM0191  ___________________________________________________________________
 QM0191  LAPLACE CORR-          -7.75  (seconds)                    DEFLEC99
 QM0191  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 QM0191  DYNAMIC HT  -         485.389 (meters)    1592.48  (feet)  COMP
 QM0191  MODELED GRAV-     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
 QM0191.and adjusted by the National Geodetic Survey in June 1991..
 QM0191
 QM0191.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0191
 QM0191.The geoid height was determined by GEOID03.
 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;                    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     -   0.99992892  x   0.99998411  =   0.99991303
 QM0191!SPC WI C     -   0.99992892  x   1.00003481  =   0.99996373
 QM0191!UTM  16      -   0.99992892  x   1.00002439  =   0.99995331
 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|---------------------------------------------------------------------|
 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  NGVD 29 (??/??/92)  485.403  (m)         1592.53   (f) ADJ UNCH    1 2
 QM0191
 QM0191.Superseded values are not recommended for survey control.
 QM0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0191.See file dsdata.txt to determine how the superseded data were derived.
 QM0191
 QM0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR1421059223(NAD 83)
 QM0191_MARKER: DS = TRIANGULATION STATION DISK
 QM0191_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QM0191_SP_SET: RAIL
 QM0191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0191
 QM0191  HISTORY     - Date     Condition        Report By
 QM0191  HISTORY     - 1921     MONUMENTED       CGS
 QM0191  HISTORY     - 1922     GOOD             CGS
 QM0191  HISTORY     - 1922     GOOD             NGS
 QM0191  HISTORY     - 1934     GOOD             NGS
 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 NATIONAL 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 NATIONAL 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 = OCTOBER  7, 2006
 DH4977 ***********************************************************************
 DH4977  DESIGNATION -  BURNS EAST GPS
 DH4977  PID         -  DH4977
 DH4977  STATE/COUNTY-  WI/LA CROSSE
 DH4977  USGS QUAD   -  BANGOR (1983)
 DH4977
 DH4977                         *CURRENT SURVEY CONTROL
 DH4977  ___________________________________________________________________
 DH4977* NAD 83(1997)-  43 55 36.33591(N)    090 54 37.89129(W)     ADJUSTED  
 DH4977* NAVD 88     -                                                        
 DH4977  ___________________________________________________________________
 DH4977  X           -     -73,118.795 (meters)                     COMP
 DH4977  Y           -  -4,600,690.830 (meters)                     COMP
 DH4977  Z           -   4,402,374.992 (meters)                     COMP
 DH4977  LAPLACE CORR-          -7.69  (seconds)                    DEFLEC99
 DH4977  ELLIP HEIGHT-         203.02  (meters)          (08/01/05) GPS OBS
 DH4977  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 DH4977
 DH4977  HORZ ORDER  -  A
 DH4977  ELLP ORDER  -  FOURTH    CLASS I
 DH4977
 DH4977.The horizontal coordinates were established by GPS observations
 DH4977.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH4977
 DH4977
 DH4977.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4977
 DH4977.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4977
 DH4977.The ellipsoidal height was determined by GPS observations
 DH4977.and is referenced to NAD 83.
 DH4977
 DH4977.The geoid height was determined by GEOID03.
 DH4977
 DH4977;                    North         East     Units Scale Factor Converg.
 DH4977;SPC WI S     -   214,448.621   526,883.763   MT  0.99997458   -0 37 32.2
 DH4977;SPC WI S     -   703,570.18  1,728,617.81   sFT  0.99997458   -0 37 32.2
 DH4977;UTM  15      - 4,865,860.490   667,729.159   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                          SUPERSEDED SURVEY CONTROL
 DH4977
 DH4977.No superseded survey control is available for this station.
 DH4977
 DH4977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ6772965860(NAD 83)
 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 - December 28, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0519 ***********************************************************************
 PN0519  DESIGNATION -  BURNT
 PN0519  PID         -  PN0519
 PN0519  STATE/COUNTY-  WI/WOOD
 PN0519  USGS QUAD   -  NEKOOSA (1984)
 PN0519
 PN0519                         *CURRENT SURVEY CONTROL
 PN0519  ___________________________________________________________________
 PN0519* NAD 83(1991)-  44 20 24.67869(N)    089 53 43.18992(W)     ADJUSTED  
 PN0519* NAVD 88     -       296.860  (meters)     973.95   (feet)  ADJUSTED  
 PN0519  ___________________________________________________________________
 PN0519  LAPLACE CORR-          -5.43  (seconds)                    DEFLEC99
 PN0519  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 PN0519  DYNAMIC HT  -         296.809 (meters)     973.78  (feet)  COMP
 PN0519  MODELED GRAV-     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
 PN0519.and adjusted by the National Geodetic Survey in June 1991..
 PN0519
 PN0519.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0519
 PN0519.The geoid height was determined by GEOID03.
 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;                    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     -   0.99995895  x   0.99998417  =   0.99994312
 PN0519!SPC WI S     -   0.99995895  x   1.00006707  =   1.00002602
 PN0519!UTM  16      -   0.99995895  x   1.00025517  =   1.00021411
 PN0519
 PN0519:                Primary Azimuth Mark                     Grid Az
 PN0519:SPC WI C     -  EDWARD 1926                              089 08 32.5
 PN0519:SPC WI S     -  EDWARD 1926                              089 08 39.5
 PN0519:UTM  16      -  EDWARD 1926                              091 14 26.6
 PN0519
 PN0519|---------------------------------------------------------------------|
 PN0519| PID    Reference Object                     Distance      Geod. Az  |
 PN0519|                                                           dddmmss.s |
 PN0519| PN1123 EDWARD 1926                         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
 PN0519.Superseded values are not recommended for survey control.
 PN0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0519.See file dsdata.txt to determine how the superseded data were derived.
 PN0519
 PN0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ6919813736(NAD 83)
 PN0519_MARKER: DB = BENCH MARK DISK
 PN0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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             NGS
 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 NATIONAL 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 = OCTOBER  7, 2006
 QN0014 ***********************************************************************
 QN0014  DESIGNATION -  BURR
 QN0014  PID         -  QN0014
 QN0014  STATE/COUNTY-  WI/PRICE
 QN0014  USGS QUAD   -  BIG BRIENS LAKE (1981)
 QN0014
 QN0014                         *CURRENT SURVEY CONTROL
 QN0014  ___________________________________________________________________
 QN0014* NAD 83(1991)-  45 34 01.90659(N)    090 09 40.60165(W)     ADJUSTED  
 QN0014* NAVD 88     -       513.187  (meters)    1683.68   (feet)  ADJUSTED  
 QN0014  ___________________________________________________________________
 QN0014  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 QN0014  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 QN0014  DYNAMIC HT  -         513.161 (meters)    1683.60  (feet)  COMP
 QN0014  MODELED GRAV-     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
 QN0014.and adjusted by the National Geodetic Survey in June 1991..
 QN0014
 QN0014.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0014
 QN0014.The geoid height was determined by GEOID03.
 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;                    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     -   0.99992436  x   0.99999990  =   0.99992426
 QN0014!SPC WI C     -   0.99992436  x   1.00001349  =   0.99993785
 QN0014!UTM  15      -   0.99992436  x   1.00020332  =   1.00012766
 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|---------------------------------------------------------------------|
 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  NGVD 29 (??/??/92)  513.169  (m)         1683.62   (f) ADJ UNCH    1 2
 QN0014
 QN0014.Superseded values are not recommended for survey control.
 QN0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0014.See file dsdata.txt to determine how the superseded data were derived.
 QN0014
 QN0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL2151549882(NAD 83)
 QN0014_MARKER: DS = TRIANGULATION STATION DISK
 QN0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0014_STAMPING: ELEV 1683.622 FT BURR 1921
 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             NGS
 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 NATIONAL 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 = OCTOBER  7, 2006
 DG4237 ***********************************************************************
 DG4237  DESIGNATION -  BURR JONES GPS
 DG4237  PID         -  DG4237
 DG4237  STATE/COUNTY-  WI/DANE
 DG4237  USGS QUAD   -  MADISON EAST (1983)
 DG4237
 DG4237                         *CURRENT SURVEY CONTROL
 DG4237  ___________________________________________________________________
 DG4237* NAD 83(1997)-  43 05 30.82363(N)    089 21 44.57065(W)     ADJUSTED  
 DG4237* NAVD 88     -       259.6    (meters)     852.     (feet)  GPS OBS   
 DG4237  ___________________________________________________________________
 DG4237  X           -      51,915.302 (meters)                     COMP
 DG4237  Y           -  -4,664,860.443 (meters)                     COMP
 DG4237  Z           -   4,335,116.467 (meters)                     COMP
 DG4237  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 DG4237  ELLIP HEIGHT-         225.28  (meters)          (01/28/04) GPS OBS
 DG4237  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 DG4237
 DG4237  HORZ ORDER  -  FIRST
 DG4237  ELLP ORDER  -  THIRD     CLASS II
 DG4237
 DG4237.The horizontal coordinates were established by GPS observations
 DG4237.and adjusted by the TERRASURV in January 2004..
 DG4237
 DG4237.The orthometric height was determined by GPS observations and a
 DG4237.high-resolution geoid model.
 DG4237
 DG4237.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4237
 DG4237.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4237
 DG4237.The ellipsoidal height was determined by GPS observations
 DG4237.and is referenced to NAD 83.
 DG4237
 DG4237.The geoid height was determined by GEOID03.
 DG4237
 DG4237;                    North         East     Units Scale Factor Converg.
 DG4237;SPC WI S     -   121,497.499   651,911.287   MT  0.99994704   +0 26 17.2
 DG4237;SPC WI S     -   398,613.04  2,138,812.28   sFT  0.99994704   +0 26 17.2
 DG4237;UTM  16      - 4,773,728.447   307,729.730   MT  1.00005479   -1 36 51.8
 DG4237
 DG4237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4237!SPC WI S     -   0.99996467  x   0.99994704  =   0.99991171
 DG4237!UTM  16      -   0.99996467  x   1.00005479  =   1.00001946
 DG4237
 DG4237                          SUPERSEDED SURVEY CONTROL
 DG4237
 DG4237.No superseded survey control is available for this station.
 DG4237
 DG4237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0773073728(NAD 83)
 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: FLUSH
 DG4237_MAGNETIC: I = MARKER IS A STEEL ROD
 DG4237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4237+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 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
 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 (E.
 DG4237'WASHINGTON AVE.),
 DG4237'TRAVEL SOUTHWEST ALONG US 151 FOR 2.6 KM (1.6 MI) TO THE ENTRANCE TO
 DG4237'BURR JONES PARK.
 DG4237'TRAVEL WEST TO THE SOUTHWEST CORNER OF THE PARKING LOT FOR BURR JONES
 DG4237'PARK. THE
 DG4237'STATION IS LOCATED APPROXIMATELY 10.7 M (35 FT) SOUTH OF SOUTH EDGE OF
 DG4237'THE PARKING AREA
 DG4237'AND 9.1 M (30 FT) NORTHEAST OF THE SOUTHEAST CORNER OF THE BASKETBALL
 DG4237'COURTS AND
 DG4237'APPROXIMATELY 0.6 M (2 FT) EAST OF THE BIKE PATH. STATION IS STAMPED
 DG4237'BURR JONES GPS ON
 DG4237'THE ACCESS COVER.
 DG4237' 
 DG4237' 
 DG4237' 
 DG4237'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE8978 ***********************************************************************
 AE8978  DESIGNATION -  BURSCH RM 6
 AE8978  PID         -  AE8978
 AE8978  STATE/COUNTY-  WI/ST CROIX
 AE8978  USGS QUAD   -  SOMERSET SOUTH (1974)
 AE8978
 AE8978                         *CURRENT SURVEY CONTROL
 AE8978  ___________________________________________________________________
 AE8978* NAD 83(1991)-  45 05 36.33269(N)    092 44 10.69078(W)     ADJUSTED  
 AE8978* NAVD 88     -       282.9    (meters)     928.     (feet)  VERT ANG  
 AE8978  ___________________________________________________________________
 AE8978  LAPLACE CORR-         -13.66  (seconds)                    DEFLEC99
 AE8978  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AE8978
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8978
 AE8978.The geoid height was determined by GEOID03.
 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     -   0.99996008  x   0.99994788  =   0.99990796
 AE8978!UTM  15      -   0.99996008  x   0.99960529  =   0.99956539
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8978.See file dsdata.txt to determine how the superseded data were derived.
 AE8978
 AE8978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2075093363(NAD 83)
 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 = OCTOBER  7, 2006
 PP2211 ***********************************************************************
 PP2211  DESIGNATION -  BUS
 PP2211  PID         -  PP2211
 PP2211  STATE/COUNTY-  WI/PIERCE
 PP2211  USGS QUAD   -  MARTELL (1974)
 PP2211
 PP2211                         *CURRENT SURVEY CONTROL
 PP2211  ___________________________________________________________________
 PP2211* NAD 83(1991)-  44 46 07.04259(N)    092 27 41.55175(W)     ADJUSTED  
 PP2211* NAVD 88     -       365.4    (meters)    1199.     (feet)  VERTCON   
 PP2211  ___________________________________________________________________
 PP2211  LAPLACE CORR-          -3.97  (seconds)                    DEFLEC99
 PP2211  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 PP2211
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP2211
 PP2211.The geoid height was determined by GEOID03.
 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     -   0.99994745  x   0.99994246  =   0.99988991
 PP2211!UTM  15      -   0.99994745  x   0.99962233  =   0.99956980
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2211.See file dsdata.txt to determine how the superseded data were derived.
 PP2211
 PP2211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK4260957389(NAD 83)
 PP2211_MARKER: DD = SURVEY DISK
 PP2211_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  7, 2006
 AB8511 ***********************************************************************
 AB8511  DESIGNATION -  BUSHEY
 AB8511  PID         -  AB8511
 AB8511  STATE/COUNTY-  WI/BURNETT
 AB8511  USGS QUAD   -  WEBSTER (1982)
 AB8511
 AB8511                         *CURRENT SURVEY CONTROL
 AB8511  ___________________________________________________________________
 AB8511* NAD 83(1997)-  45 57 02.91679(N)    092 17 03.03330(W)     ADJUSTED  
 AB8511* NAVD 88     -       302.9    (meters)     994.     (feet)  GPS OBS   
 AB8511  ___________________________________________________________________
 AB8511  X           -    -177,057.281 (meters)                     COMP
 AB8511  Y           -  -4,438,913.781 (meters)                     COMP
 AB8511  Z           -   4,561,646.414 (meters)                     COMP
 AB8511  LAPLACE CORR-          -4.52  (seconds)                    DEFLEC99
 AB8511  ELLIP HEIGHT-         276.31  (meters)          (01/30/03) GPS OBS
 AB8511  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 AB8511
 AB8511  HORZ ORDER  -  FIRST
 AB8511  ELLP ORDER  -  FOURTH    CLASS I
 AB8511
 AB8511.The horizontal coordinates were established by GPS observations
 AB8511.and adjusted by the National Geodetic Survey in January 2003..
 AB8511
 AB8511.The orthometric height was determined by GPS observations and a
 AB8511.high-resolution geoid model.
 AB8511
 AB8511.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8511
 AB8511.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8511
 AB8511.The ellipsoidal height was determined by GPS observations
 AB8511.and is referenced to NAD 83.
 AB8511
 AB8511.The geoid height was determined by GEOID03.
 AB8511
 AB8511;                    North         East     Units Scale Factor Converg.
 AB8511;SPC WI N     -    89,698.840   422,936.293   MT  0.99995248   -1 38 51.9
 AB8511;SPC WI N     -   294,286.94  1,387,583.49   sFT  0.99995248   -1 38 51.9
 AB8511;UTM  15      - 5,088,831.281   555,476.966   MT  0.99963783   +0 30 52.2
 AB8511
 AB8511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8511!SPC WI N     -   0.99995668  x   0.99995248  =   0.99990917
 AB8511!UTM  15      -   0.99995668  x   0.99963783  =   0.99959453
 AB8511
 AB8511                          SUPERSEDED SURVEY CONTROL
 AB8511
 AB8511  NAD 83(1991)-  45 57 02.91643(N)    092 17 03.03163(W) AD(       ) 1
 AB8511  ELLIP H (12/09/96)  276.34   (m)                       GP(       ) 4 1
 AB8511
 AB8511.Superseded values are not recommended for survey control.
 AB8511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8511.See file dsdata.txt to determine how the superseded data were derived.
 AB8511
 AB8511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL5547788831(NAD 83)
 AB8511_MARKER: DD = SURVEY DISK
 AB8511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - 1993
 AB8511
 AB8511  HISTORY     - Date     Condition        Report By
 AB8511  HISTORY     - 1993     MONUMENTED       WI-013
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9997 ***********************************************************************
 DF9997  DESIGNATION -  BUSSEYVILLE GPS
 DF9997  PID         -  DF9997
 DF9997  STATE/COUNTY-  WI/JEFFERSON
 DF9997  USGS QUAD   -  BUSSEYVILLE (1971)
 DF9997
 DF9997                         *CURRENT SURVEY CONTROL
 DF9997  ___________________________________________________________________
 DF9997* NAD 83(1997)-  42 55 35.28814(N)    088 55 48.83372(W)     ADJUSTED  
 DF9997* NAVD 88     -       260.245  (meters)     853.82   (feet)  ADJUSTED  
 DF9997  ___________________________________________________________________
 DF9997  X           -      87,331.913 (meters)                     COMP
 DF9997  Y           -  -4,676,870.758 (meters)                     COMP
 DF9997  Z           -   4,321,677.940 (meters)                     COMP
 DF9997  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 DF9997  ELLIP HEIGHT-         226.08  (meters)          (04/02/04) GPS OBS
 DF9997  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 DF9997  DYNAMIC HT  -         260.175 (meters)     853.59  (feet)  COMP
 DF9997  MODELED GRAV-     980,345.5   (mgal)                       NAVD 88
 DF9997
 DF9997  HORZ ORDER  -  FIRST
 DF9997  VERT ORDER  -  SECOND    CLASS I
 DF9997  ELLP ORDER  -  FOURTH    CLASS I
 DF9997
 DF9997.The horizontal coordinates were established by GPS observations
 DF9997.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DF9997
 DF9997.The orthometric height was determined by differential leveling
 DF9997.and adjusted by the National Geodetic Survey in February 2004..
 DF9997
 DF9997.Photographs are available 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 DEFLEC99 derived deflections.
 DF9997
 DF9997.The ellipsoidal height was determined by GPS observations
 DF9997.and is referenced to NAD 83.
 DF9997
 DF9997.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF9997;SPC WI S     -   103,482.292   687,328.590   MT  0.99996667   +0 44 06.1
 DF9997;SPC WI S     -   339,508.15  2,255,010.55   sFT  0.99996667   +0 44 06.1
 DF9997;UTM  16      - 4,754,456.781   342,480.320   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  =   0.99986980
 DF9997
 DF9997                          SUPERSEDED SURVEY CONTROL
 DF9997
 DF9997  NAVD 88 (04/02/04)  260.25   (m)          853.8    (f) LEVELING    3  
 DF9997
 DF9997.Superseded values are not recommended for survey control.
 DF9997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9997.See file dsdata.txt to determine how the superseded data were derived.
 DF9997
 DF9997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4248054457(NAD 83)
 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 - 2001
 DF9997
 DF9997  HISTORY     - Date     Condition        Report By
 DF9997  HISTORY     - 1992     MONUMENTED       WI-055
 DF9997  HISTORY     - 2001     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9996 ***********************************************************************
 DF9996  DESIGNATION -  BUSSEYVILLE GPS AZ MK
 DF9996  PID         -  DF9996
 DF9996  STATE/COUNTY-  WI/JEFFERSON
 DF9996  USGS QUAD   -  BUSSEYVILLE (1971)
 DF9996
 DF9996                         *CURRENT SURVEY CONTROL
 DF9996  ___________________________________________________________________
 DF9996* NAD 83(1986)-  42 55 41.     (N)    088 55 28.     (W)     SCALED    
 DF9996* NAVD 88     -       277.846  (meters)     911.57   (feet)  ADJUSTED  
 DF9996  ___________________________________________________________________
 DF9996  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 DF9996  DYNAMIC HT  -         277.772 (meters)     911.32  (feet)  COMP
 DF9996  MODELED GRAV-     980,345.9   (mgal)                       NAVD 88
 DF9996
 DF9996  VERT ORDER  -  SECOND    CLASS I
 DF9996
 DF9996.The horizontal coordinates were scaled from a topographic map and have
 DF9996.an estimated accuracy of +/- 6 seconds.
 DF9996
 DF9996.The orthometric height was determined by differential leveling
 DF9996.and adjusted by the National Geodetic Survey in February 2004..
 DF9996
 DF9996.The geoid height was determined by GEOID03.
 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     -   103,670.      687,800.      MT  (+/- 180 meters Scaled)
 DF9996
 DF9996                          SUPERSEDED SURVEY CONTROL
 DF9996
 DF9996.No superseded survey control is available for this station.
 DF9996
 DF9996_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN429546(NAD 83)
 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 SUITABLE FOR
 DF9996+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9996
 DF9996  HISTORY     - Date     Condition        Report By
 DF9996  HISTORY     - 1992     MONUMENTED       WI-055
 DF9996  HISTORY     - 2001     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1198 ***********************************************************************
 PN1198  DESIGNATION -  BUTALLA
 PN1198  PID         -  PN1198
 PN1198  STATE/COUNTY-  WI/MARATHON
 PN1198  USGS QUAD   -  MARATHON (1981)
 PN1198
 PN1198                         *CURRENT SURVEY CONTROL
 PN1198  ___________________________________________________________________
 PN1198* NAD 83(1991)-  44 53 39.42338(N)    089 50 43.06590(W)     ADJUSTED  
 PN1198* NAVD 88     -       436.4    (meters)    1432.     (feet)  VERTCON   
 PN1198  ___________________________________________________________________
 PN1198  LAPLACE CORR-          -7.11  (seconds)                    DEFLEC99
 PN1198  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 PN1198
 PN1198  HORZ ORDER  -  SECOND
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 PN1198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1198
 PN1198.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1198
 PN1198.The geoid height was determined by GEOID03.
 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     -   0.99993695  x   0.99994075  =   0.99987770
 PN1198!UTM  16      -   0.99993695  x   1.00022071  =   1.00015764
 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|---------------------------------------------------------------------|
 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  NGVD 29 (07/19/86)  436.4    (m)         1432.     (f) VERT ANG       
 PN1198
 PN1198.Superseded values are not recommended for survey control.
 PN1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1198.See file dsdata.txt to determine how the superseded data were derived.
 PN1198
 PN1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7533575146(NAD 83)
 PN1198_MARKER: DE = TRAVERSE STATION DISK
 PN1198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1198_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PN1198_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1198
 PN1198  HISTORY     - Date     Condition        Report By
 PN1198  HISTORY     - 1979     MONUMENTED       WIDT
 PN1198  HISTORY     - 19991017 GOOD             USPSQD
 PN1198  HISTORY     - 20050924 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1213 ***********************************************************************
 PN1213  DESIGNATION -  BUTSON
 PN1213  PID         -  PN1213
 PN1213  STATE/COUNTY-  WI/MARATHON
 PN1213  USGS QUAD   -  DANCY (1991)
 PN1213
 PN1213                         *CURRENT SURVEY CONTROL
 PN1213  ___________________________________________________________________
 PN1213* NAD 83(1991)-  44 42 50.35822(N)    089 39 34.61542(W)     ADJUSTED  
 PN1213* NAVD 88     -       353.3    (meters)    1159.     (feet)  VERTCON   
 PN1213  ___________________________________________________________________
 PN1213  LAPLACE CORR-          -6.45  (seconds)                    DEFLEC99
 PN1213  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 PN1213
 PN1213  HORZ ORDER  -  SECOND
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 PN1213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1213
 PN1213.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1213
 PN1213.The geoid height was determined by GEOID03.
 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     -   0.99995013  x   0.99994469  =   0.99989483
 PN1213!UTM  16      -   0.99995013  x   1.00014574  =   1.00009587
 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  NGVD 29 (01/12/90)  353.3    (m)         1159.     (f) VERT ANG       
 PN1213
 PN1213.Superseded values are not recommended for survey control.
 PN1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1213.See file dsdata.txt to determine how the superseded data were derived.
 PN1213
 PN1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ8934154620(NAD 83)
 PN1213_MARKER: DE = TRAVERSE STATION DISK
 PN1213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN1213_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1213+STABILITY: SURFACE MOTION
 PN1213
 PN1213  HISTORY     - Date     Condition        Report By
 PN1213  HISTORY     - 1980     MONUMENTED       WIDT
 PN1213  HISTORY     - 19950422 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0970 ***********************************************************************
 PN0970  DESIGNATION -  BUTTE
 PN0970  PID         -  PN0970
 PN0970  STATE/COUNTY-  WI/WINNEBAGO
 PN0970  USGS QUAD   -  OMRO (1975)
 PN0970
 PN0970                         *CURRENT SURVEY CONTROL
 PN0970  ___________________________________________________________________
 PN0970* NAD 83(1991)-  44 01 58.75778(N)    088 39 26.53817(W)     ADJUSTED  
 PN0970* NAVD 88     -       261.     (meters)     856.     (feet)  SCALED    
 PN0970  ___________________________________________________________________
 PN0970  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 PN0970  GEOID HEIGHT-         -36.30  (meters)                     GEOID03
 PN0970
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0970
 PN0970.The geoid height was determined by GEOID03.
 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     -   0.99996477  x   0.99999333  =   0.99995810
 PN0970!UTM  16      -   0.99996477  x   0.99981692  =   0.99978170
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0970.See file dsdata.txt to determine how the superseded data were derived.
 PN0970
 PN0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6719576872(NAD 83)
 PN0970_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PN0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 RM0672 ***********************************************************************
 RM0672  DESIGNATION -  BUTTERNUT
 RM0672  PID         -  RM0672
 RM0672  STATE/COUNTY-  WI/ASHLAND
 RM0672  USGS QUAD   -  BUTTERNUT (1984)
 RM0672
 RM0672                         *CURRENT SURVEY CONTROL
 RM0672  ___________________________________________________________________
 RM0672* NAD 83(1991)-  46 01 26.84242(N)    090 29 52.43180(W)     ADJUSTED  
 RM0672* NAVD 88     -       486.     (meters)    1594.     (feet)  SCALED    
 RM0672  ___________________________________________________________________
 RM0672  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 RM0672  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 RM0672
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0672
 RM0672.The geoid height was determined by GEOID03.
 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  =   0.99998964
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0672.See file dsdata.txt to determine how the superseded data were derived.
 RM0672
 RM0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL9365799772(NAD 83)
 RM0672_MARKER: DS = TRIANGULATION STATION DISK
 RM0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 RM0691 ***********************************************************************
 RM0691  DESIGNATION -  BUTTERNUT MUNICIPAL TANK
 RM0691  PID         -  RM0691
 RM0691  STATE/COUNTY-  WI/ASHLAND
 RM0691  USGS QUAD   -  PEEKSVILLE (1984)
 RM0691
 RM0691                         *CURRENT SURVEY CONTROL
 RM0691  ___________________________________________________________________
 RM0691* NAD 83(1991)-  46 00 47.08302(N)    090 30 02.21738(W)     ADJUSTED  
 RM0691* NAVD 88     -                                                        
 RM0691  ___________________________________________________________________
 RM0691  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 RM0691  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 RM0691
 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
 RM0691.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0691
 RM0691.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 RM0691
 RM0691  NAD 83(1986)-  46 00 47.07770(N)    090 30 02.21227(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0691.See file dsdata.txt to determine how the superseded data were derived.
 RM0691
 RM0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL9348598538(NAD 83)
 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 = OCTOBER  7, 2006
 OM0700 ***********************************************************************
 OM0700  DESIGNATION -  BYRON
 OM0700  PID         -  OM0700
 OM0700  STATE/COUNTY-  WI/FOND DU LAC
 OM0700  USGS QUAD   -  BYRON (1974)
 OM0700
 OM0700                         *CURRENT SURVEY CONTROL
 OM0700  ___________________________________________________________________
 OM0700* NAD 83(1991)-  43 39 35.96999(N)    088 26 27.40564(W)     ADJUSTED  
 OM0700* NAVD 88     -       350.     (meters)    1148.     (feet)  SCALED    
 OM0700  ___________________________________________________________________
 OM0700  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 OM0700  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 OM0700
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0700
 OM0700.The geoid height was determined by GEOID03.
 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     -   0.99995067  x   0.99994272  =   0.99989340
 OM0700!UTM  16      -   0.99995067  x   0.99976604  =   0.99971673
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0700.See file dsdata.txt to determine how the superseded data were derived.
 OM0700
 OM0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8381535119(NAD 83)
 OM0700_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0700
 OM0700  HISTORY     - Date     Condition        Report By
 OM0700  HISTORY     - 1953     MONUMENTED       CGS
 OM0700  HISTORY     - 1963     SEE DESCRIPTION  CGS
 OM0700  HISTORY     - 1973     SEE DESCRIPTION  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
 OM0700'
 OM0700'AZIMUTH MARK-GOOD
 OM0700'
 OM0700'A STEEL WITNESS POST WITH SURVEY MARKER SIGN WAS SET 3 FEET
 OM0700'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 = OCTOBER  7, 2006
 AI5972 ***********************************************************************
 AI5972  DESIGNATION -  BYRON E GPS
 AI5972  PID         -  AI5972
 AI5972  STATE/COUNTY-  WI/FOND DU LAC
 AI5972  USGS QUAD   -  BYRON (1974)
 AI5972
 AI5972                         *CURRENT SURVEY CONTROL
 AI5972  ___________________________________________________________________
 AI5972* NAD 83(1997)-  43 41 45.76305(N)    088 24 06.26712(W)     ADJUSTED  
 AI5972* NAVD 88     -       321.828  (meters)    1055.86   (feet)  ADJUSTED  
 AI5972  ___________________________________________________________________
 AI5972  X           -     128,831.963 (meters)                     COMP
 AI5972  Y           -  -4,617,281.975 (meters)                     COMP
 AI5972  Z           -   4,383,933.633 (meters)                     COMP
 AI5972  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 AI5972  ELLIP HEIGHT-         286.34  (meters)          (11/17/00) GPS OBS
 AI5972  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 AI5972  DYNAMIC HT  -         321.760 (meters)    1055.64  (feet)  COMP
 AI5972  MODELED GRAV-     980,396.5   (mgal)                       NAVD 88
 AI5972
 AI5972  HORZ ORDER  -  FIRST
 AI5972  VERT ORDER  -  SECOND    CLASS I
 AI5972  ELLP ORDER  -  THIRD     CLASS II
 AI5972
 AI5972.The horizontal coordinates were established by GPS observations
 AI5972.and adjusted by the National Geodetic Survey in July 2000..
 AI5972
 AI5972.The orthometric height was determined by differential leveling
 AI5972.and adjusted by the National Geodetic Survey in October 2000..
 AI5972
 AI5972.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5972
 AI5972.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5972
 AI5972.The ellipsoidal height was determined by GPS observations
 AI5972.and is referenced to NAD 83.
 AI5972
 AI5972.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI5972;SPC WI S     -   189,650.750   728,828.021   MT  0.99994576   +1 05 53.4
 AI5972;SPC WI S     -   622,212.50  2,391,163.27   sFT  0.99994576   +1 05 53.4
 AI5972;UTM  16      - 4,839,068.807   387,043.996   MT  0.99975694   -0 58 06.5
 AI5972
 AI5972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5972!SPC WI S     -   0.99995510  x   0.99994576  =   0.99990086
 AI5972!UTM  16      -   0.99995510  x   0.99975694  =   0.99971205
 AI5972
 AI5972                          SUPERSEDED SURVEY CONTROL
 AI5972
 AI5972  ELLIP H (07/06/00)  286.34   (m)                       GP(       ) 2 1
 AI5972  NAVD 88 (06/11/03)  321.83   (m)         1055.9    (f) LEVELING    3  
 AI5972  NAVD 88 (07/06/00)  321.83   (m)         1055.9    (f) LEVELING    3  
 AI5972
 AI5972.Superseded values are not recommended for survey control.
 AI5972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5972.See file dsdata.txt to determine how the superseded data were derived.
 AI5972
 AI5972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8704439069(NAD 83)
 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 = OCTOBER  7, 2006
 AI5973 ***********************************************************************
 AI5973  DESIGNATION -  BYRON E GPS AZ MK
 AI5973  PID         -  AI5973
 AI5973  STATE/COUNTY-  WI/FOND DU LAC
 AI5973  USGS QUAD   -  BYRON (1974)
 AI5973
 AI5973                         *CURRENT SURVEY CONTROL
 AI5973  ___________________________________________________________________
 AI5973* NAD 83(1986)-  43 40 53.     (N)    088 24 06.     (W)     SCALED    
 AI5973* NAVD 88     -       326.032  (meters)    1069.66   (feet)  ADJUSTED  
 AI5973  ___________________________________________________________________
 AI5973  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 AI5973  DYNAMIC HT  -         325.962 (meters)    1069.43  (feet)  COMP
 AI5973  MODELED GRAV-     980,394.8   (mgal)                       NAVD 88
 AI5973
 AI5973  VERT ORDER  -  SECOND    CLASS I
 AI5973
 AI5973.The horizontal coordinates were scaled from a topographic map and have
 AI5973.an estimated accuracy of +/- 6 seconds.
 AI5973
 AI5973.The orthometric height was determined by differential leveling
 AI5973.and adjusted by the National Geodetic Survey in October 2000..
 AI5973
 AI5973.The geoid height was determined by GEOID03.
 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     -   188,020.      728,870.      MT  (+/- 180 meters Scaled)
 AI5973
 AI5973                          SUPERSEDED SURVEY CONTROL
 AI5973
 AI5973.No superseded survey control is available for this station.
 AI5973
 AI5973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP870374(NAD 83)
 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 = OCTOBER  7, 2006
 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  USGS QUAD   -  BYRON (1974)
 AI5974
 AI5974                         *CURRENT SURVEY CONTROL
 AI5974  ___________________________________________________________________
 AI5974* NAD 83(1997)-  43 38 38.34260(N)    088 26 28.16613(W)     ADJUSTED  
 AI5974* NAVD 88     -       322.10   (meters)    1056.8    (feet)  GPS OBS   
 AI5974  ___________________________________________________________________
 AI5974  X           -     125,764.160 (meters)                     COMP
 AI5974  Y           -  -4,621,362.595 (meters)                     COMP
 AI5974  Z           -   4,379,749.775 (meters)                     COMP
 AI5974  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 AI5974  ELLIP HEIGHT-         286.75  (meters)          (11/17/00) GPS OBS
 AI5974  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 AI5974
 AI5974  HORZ ORDER  -  FIRST
 AI5974  ELLP ORDER  -  THIRD     CLASS II
 AI5974
 AI5974.The horizontal coordinates were established by GPS observations
 AI5974.and adjusted by the National Geodetic Survey in July 2000..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5974
 AI5974.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5974
 AI5974.The ellipsoidal height was determined by GPS observations
 AI5974.and is referenced to NAD 83.
 AI5974
 AI5974.The geoid height was determined by GEOID03.
 AI5974
 AI5974;                    North         East     Units Scale Factor Converg.
 AI5974;SPC WI S     -   183,807.637   725,759.348   MT  0.99994150   +1 04 15.9
 AI5974;SPC WI S     -   603,042.22  2,381,095.46   sFT  0.99994150   +1 04 15.9
 AI5974;UTM  16      - 4,833,341.177   383,767.242   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  =   0.99989654
 AI5974!UTM  16      -   0.99995504  x   0.99976618  =   0.99972123
 AI5974
 AI5974                          SUPERSEDED SURVEY CONTROL
 AI5974
 AI5974  ELLIP H (07/06/00)  286.75   (m)                       GP(       ) 2 1
 AI5974
 AI5974.Superseded values are not recommended for survey control.
 AI5974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5974.See file dsdata.txt to determine how the superseded data were derived.
 AI5974
 AI5974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8376733341(NAD 83)
 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 = OCTOBER  7, 2006
 AI5975 ***********************************************************************
 AI5975  DESIGNATION -  BYRON W GPS
 AI5975  PID         -  AI5975
 AI5975  STATE/COUNTY-  WI/FOND DU LAC
 AI5975  USGS QUAD   -  BYRON (1974)
 AI5975
 AI5975                         *CURRENT SURVEY CONTROL
 AI5975  ___________________________________________________________________
 AI5975* NAD 83(1997)-  43 41 50.66465(N)    088 29 39.22161(W)     ADJUSTED  
 AI5975* NAVD 88     -       262.356  (meters)     860.75   (feet)  ADJUSTED  
 AI5975  ___________________________________________________________________
 AI5975  X           -     121,374.663 (meters)                     COMP
 AI5975  Y           -  -4,617,336.404 (meters)                     COMP
 AI5975  Z           -   4,384,001.873 (meters)                     COMP
 AI5975  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 AI5975  ELLIP HEIGHT-         226.79  (meters)          (11/17/00) GPS OBS
 AI5975  GEOID HEIGHT-         -35.54  (meters)                     GEOID03
 AI5975  DYNAMIC HT  -         262.298 (meters)     860.56  (feet)  COMP
 AI5975  MODELED GRAV-     980,392.4   (mgal)                       NAVD 88
 AI5975
 AI5975  HORZ ORDER  -  FIRST
 AI5975  VERT ORDER  -  SECOND    CLASS I
 AI5975  ELLP ORDER  -  THIRD     CLASS II
 AI5975
 AI5975.The horizontal coordinates were established by GPS observations
 AI5975.and adjusted by the National Geodetic Survey in July 2000..
 AI5975
 AI5975.The orthometric height was determined by differential leveling
 AI5975.and adjusted by the National Geodetic Survey in October 2000..
 AI5975
 AI5975.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5975
 AI5975.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5975
 AI5975.The ellipsoidal height was determined by GPS observations
 AI5975.and is referenced to NAD 83.
 AI5975
 AI5975.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI5975;SPC WI S     -   189,663.242   721,371.161   MT  0.99994588   +1 02 04.6
 AI5975;SPC WI S     -   622,253.49  2,366,698.55   sFT  0.99994588   +1 02 04.6
 AI5975;UTM  16      - 4,839,350.174   379,593.767   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  =   0.99991032
 AI5975!UTM  16      -   0.99996444  x   0.99977832  =   0.99974277
 AI5975
 AI5975                          SUPERSEDED SURVEY CONTROL
 AI5975
 AI5975  ELLIP H (07/06/00)  226.79   (m)                       GP(       ) 2 1
 AI5975  NAVD 88 (07/06/00)  262.35   (m)          860.7    (f) LEVELING    3  
 AI5975
 AI5975.Superseded values are not recommended for survey control.
 AI5975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5975.See file dsdata.txt to determine how the superseded data were derived.
 AI5975
 AI5975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7959439350(NAD 83)
 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 - April 05, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI5976 ***********************************************************************
 AI5976  DESIGNATION -  BYRON W GPS AZ MK
 AI5976  PID         -  AI5976
 AI5976  STATE/COUNTY-  WI/FOND DU LAC
 AI5976  USGS QUAD   -  BYRON (1974)
 AI5976
 AI5976                         *CURRENT SURVEY CONTROL
 AI5976  ___________________________________________________________________
 AI5976* NAD 83(1986)-  43 41 50.     (N)    088 29 16.     (W)     SCALED    
 AI5976* NAVD 88     -       261.593  (meters)     858.24   (feet)  ADJUSTED  
 AI5976  ___________________________________________________________________
 AI5976  GEOID HEIGHT-         -35.54  (meters)                     GEOID03
 AI5976  DYNAMIC HT  -         261.535 (meters)     858.05  (feet)  COMP
 AI5976  MODELED GRAV-     980,392.8   (mgal)                       NAVD 88
 AI5976
 AI5976  VERT ORDER  -  SECOND    CLASS I
 AI5976
 AI5976.The horizontal coordinates were scaled from a topographic map and have
 AI5976.an estimated accuracy of +/- 6 seconds.
 AI5976
 AI5976.The orthometric height was determined by differential leveling
 AI5976.and adjusted by the National Geodetic Survey in October 2000..
 AI5976
 AI5976.The geoid height was determined by GEOID03.
 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     -   189,650.      721,890.      MT  (+/- 180 meters Scaled)
 AI5976
 AI5976                          SUPERSEDED SURVEY CONTROL
 AI5976
 AI5976.No superseded survey control is available for this station.
 AI5976
 AI5976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP801393(NAD 83)
 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 - April 05, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0336 ***********************************************************************
 QN0336  DESIGNATION -  C
 QN0336  PID         -  QN0336
 QN0336  STATE/COUNTY-  WI/SAWYER
 QN0336  USGS QUAD   -  HAUER (1971)
 QN0336
 QN0336                         *CURRENT SURVEY CONTROL
 QN0336  ___________________________________________________________________
 QN0336* NAD 83(1986)-  45 50 30.     (N)    091 24 30.     (W)     SCALED    
 QN0336* NAVD 88     -       393.630  (meters)    1291.43   (feet)  ADJUSTED  
 QN0336  ___________________________________________________________________
 QN0336  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 QN0336  DYNAMIC HT  -         393.617 (meters)    1291.39  (feet)  COMP
 QN0336  MODELED GRAV-     980,569.6   (mgal)                       NAVD 88
 QN0336
 QN0336  VERT ORDER  -  FIRST     CLASS II
 QN0336
 QN0336.The horizontal coordinates were scaled from a topographic map and have
 QN0336.an estimated accuracy of +/- 6 seconds.
 QN0336
 QN0336.The orthometric height was determined by differential leveling
 QN0336.and adjusted by the National Geodetic Survey in June 1991..
 QN0336
 QN0336.The geoid height was determined by GEOID03.
 QN0336
 QN0336.The dynamic height is computed by dividing the NAVD 88
 QN0336.geopotential number by the normal gravity value computed on the
 QN0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0336.degrees latitude (g = 980.6199 gals.).
 QN0336
 QN0336.The modeled gravity was interpolated from observed gravity values.
 QN0336
 QN0336;                    North         East    Units  Estimated Accuracy
 QN0336;SPC WI N     -    75,990.      490,610.      MT  (+/- 180 meters Scaled)
 QN0336
 QN0336                          SUPERSEDED SURVEY CONTROL
 QN0336
 QN0336.No superseded survey control is available for this station.
 QN0336
 QN0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL235776(NAD 83)
 QN0336_MARKER: DB = BENCH MARK DISK
 QN0336_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QN0336_SP_SET: SMALL CONCRETE DAM WALKWAY
 QN0336_STAMPING: C
 QN0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0336+STABILITY: SURFACE MOTION
 QN0336
 QN0336  HISTORY     - Date     Condition        Report By
 QN0336  HISTORY     - UNK      MONUMENTED       WIPSC
 QN0336  HISTORY     - 1979     GOOD             NGS
 QN0336  HISTORY     - 20041020 MARK NOT FOUND   WIDT
 QN0336
 QN0336                          STATION DESCRIPTION
 QN0336
 QN0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 QN0336'7.05 MI NW FROM COUDERAY.
 QN0336'6.95 MILES NORTHWEST ALONG STATE HIGHWAY 27 FROM THE POST OFFICE IN
 QN0336'COUDERAY, THENCE 0.1 MILE NORTH ALONG A DIRT ROAD, ON THE LAC COURTE
 QN0336'OREILLES INDIAN RESERVATION, IN THE TOP OF THE SOUTHWEST END OF A
 QN0336'CONCRETE WALKWAY ON THE BILLY BOY DAM.
 QN0336'THE MARK IS 1 FT ABOVE THE GROUND.
 QN0336
 QN0336                          STATION RECOVERY (2004)
 QN0336
 QN0336'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0336'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0723 ***********************************************************************
 NH0723  DESIGNATION -  C
 NH0723  PID         -  NH0723
 NH0723  STATE/COUNTY-  WI/GREEN
 NH0723  USGS QUAD   -  BROWNTOWN (1981)
 NH0723
 NH0723                         *CURRENT SURVEY CONTROL
 NH0723  ___________________________________________________________________
 NH0723* NAD 83(1986)-  42 32 02.     (N)    089 48 21.     (W)     SCALED    
 NH0723* NAVD 88     -       240.273  (meters)     788.30   (feet)  ADJUSTED  
 NH0723  ___________________________________________________________________
 NH0723  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 NH0723  DYNAMIC HT  -         240.197 (meters)     788.05  (feet)  COMP
 NH0723  MODELED GRAV-     980,298.0   (mgal)                       NAVD 88
 NH0723
 NH0723  VERT ORDER  -  FIRST     CLASS II
 NH0723
 NH0723.The horizontal coordinates were scaled from a topographic map and have
 NH0723.an estimated accuracy of +/- 6 seconds.
 NH0723
 NH0723.The orthometric height was determined by differential leveling
 NH0723.and adjusted by the National Geodetic Survey in June 1991..
 NH0723
 NH0723.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0723.See file dsdata.txt to determine how the superseded data were derived.
 NH0723
 NH0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN695128(NAD 83)
 NH0723_MARKER: Q = CHISELED SQUARE
 NH0723_SETTING: 66 = SET IN ROCK OUTCROP
 NH0723_SP_SET: ROCK LEDGE
 NH0723_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NH0723+STABILITY: POSITION/ELEVATION WELL
 NH0723
 NH0723  HISTORY     - Date     Condition        Report By
 NH0723  HISTORY     - UNK      MONUMENTED       CGS
 NH0723  HISTORY     - 1920     GOOD             NGS
 NH0723  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH0723
 NH0723                          STATION DESCRIPTION
 NH0723
 NH0723'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 NJ0059 ***********************************************************************
 NJ0059  DESIGNATION -  C 1
 NJ0059  PID         -  NJ0059
 NJ0059  STATE/COUNTY-  WI/GRANT
 NJ0059  USGS QUAD   -  MONTFORT (1978)
 NJ0059
 NJ0059                         *CURRENT SURVEY CONTROL
 NJ0059  ___________________________________________________________________
 NJ0059* NAD 83(1986)-  42 58 46.     (N)    090 28 40.     (W)     SCALED    
 NJ0059* NAVD 88     -       361.966  (meters)    1187.55   (feet)  ADJUSTED  
 NJ0059  ___________________________________________________________________
 NJ0059  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 NJ0059  DYNAMIC HT  -         361.862 (meters)    1187.21  (feet)  COMP
 NJ0059  MODELED GRAV-     980,324.1   (mgal)                       NAVD 88
 NJ0059
 NJ0059  VERT ORDER  -  FIRST     CLASS II
 NJ0059
 NJ0059.The horizontal coordinates were scaled from a topographic map and have
 NJ0059.an estimated accuracy of +/- 6 seconds.
 NJ0059
 NJ0059.The orthometric height was determined by differential leveling
 NJ0059.and adjusted by the National Geodetic Survey in June 1991..
 NJ0059
 NJ0059.The geoid height was determined by GEOID03.
 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     -   108,920.      561,030.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0059.See file dsdata.txt to determine how the superseded data were derived.
 NJ0059
 NJ0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH056616(NAD 83)
 NJ0059_MARKER: DB = BENCH MARK DISK
 NJ0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0059+STABILITY: SURFACE MOTION
 NJ0059
 NJ0059  HISTORY     - Date     Condition        Report By
 NJ0059  HISTORY     - UNK      MONUMENTED       CGS
 NJ0059  HISTORY     - 1920     GOOD             NGS
 NJ0059  HISTORY     - 1935     MARK NOT FOUND   NGS
 NJ0059  HISTORY     - 19980923 MARK NOT FOUND   USPSQD
 NJ0059
 NJ0059                          STATION DESCRIPTION
 NJ0059
 NJ0059'DESCRIBED BY NATIONAL 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 NATIONAL 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 = OCTOBER  7, 2006
 ON0148 ***********************************************************************
 ON0148  DESIGNATION -  C 10
 ON0148  PID         -  ON0148
 ON0148  STATE/COUNTY-  WI/MONROE
 ON0148  USGS QUAD   -  CITY ROCK (1983)
 ON0148
 ON0148                         *CURRENT SURVEY CONTROL
 ON0148  ___________________________________________________________________
 ON0148* NAD 83(1986)-  43 58 43.     (N)    090 44 07.     (W)     SCALED    
 ON0148* NAVD 88     -       261.857  (meters)     859.11   (feet)  ADJUSTED  
 ON0148  ___________________________________________________________________
 ON0148  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 ON0148  DYNAMIC HT  -         261.806 (meters)     858.94  (feet)  COMP
 ON0148  MODELED GRAV-     980,417.1   (mgal)                       NAVD 88
 ON0148
 ON0148  VERT ORDER  -  FIRST     CLASS II
 ON0148
 ON0148.The horizontal coordinates were scaled from a topographic map and have
 ON0148.an estimated accuracy of +/- 6 seconds.
 ON0148
 ON0148.The orthometric height was determined by differential leveling
 ON0148.and adjusted by the National Geodetic Survey in June 1991..
 ON0148.WARNING-Repeat measurements at this control monument indicate possible
 ON0148.vertical movement.
 ON0148
 ON0148.The geoid height was determined by GEOID03.
 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     -   220,070.      541,010.      MT  (+/- 180 meters Scaled)
 ON0148
 ON0148                          SUPERSEDED SURVEY CONTROL
 ON0148
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0148.See file dsdata.txt to determine how the superseded data were derived.
 ON0148
 ON0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ816719(NAD 83)
 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 - October 09, 2004
 ON0148
 ON0148  HISTORY     - Date     Condition        Report By
 ON0148  HISTORY     - 1930     MONUMENTED       CGS
 ON0148  HISTORY     - 1935     GOOD             NGS
 ON0148  HISTORY     - 1985     GOOD             NGS
 ON0148  HISTORY     - 20030519 GOOD             USPSQD
 ON0148  HISTORY     - 20041009 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0372 ***********************************************************************
 OM0372  DESIGNATION -  C 100
 OM0372  PID         -  OM0372
 OM0372  STATE/COUNTY-  WI/MARQUETTE
 OM0372  USGS QUAD   -  ENDEAVOR (1984)
 OM0372
 OM0372                         *CURRENT SURVEY CONTROL
 OM0372  ___________________________________________________________________
 OM0372* NAD 83(1986)-  43 42 54.     (N)    089 27 54.     (W)     SCALED    
 OM0372* NAVD 88     -       238.983  (meters)     784.06   (feet)  ADJUSTED  
 OM0372  ___________________________________________________________________
 OM0372  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 OM0372  DYNAMIC HT  -         238.927 (meters)     783.88  (feet)  COMP
 OM0372  MODELED GRAV-     980,378.3   (mgal)                       NAVD 88
 OM0372
 OM0372  VERT ORDER  -  SECOND    CLASS 0
 OM0372
 OM0372.The horizontal coordinates were scaled from a topographic map and have
 OM0372.an estimated accuracy of +/- 6 seconds.
 OM0372
 OM0372.The orthometric height was determined by differential leveling
 OM0372.and adjusted by the National Geodetic Survey in June 1991..
 OM0372
 OM0372.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0372.See file dsdata.txt to determine how the superseded data were derived.
 OM0372
 OM0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP014431(NAD 83)
 OM0372_MARKER: DB = BENCH MARK DISK
 OM0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0372_STAMPING: C 100 1934
 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 = OCTOBER  7, 2006
 OM0411 ***********************************************************************
 OM0411  DESIGNATION -  C 101
 OM0411  PID         -  OM0411
 OM0411  STATE/COUNTY-  WI/DANE
 OM0411  USGS QUAD   -  DE FOREST (1983)
 OM0411
 OM0411                         *CURRENT SURVEY CONTROL
 OM0411  ___________________________________________________________________
 OM0411* NAD 83(1986)-  43 08 09.     (N)    089 20 55.     (W)     SCALED    
 OM0411* NAVD 88     -       261.065  (meters)     856.51   (feet)  ADJUSTED  
 OM0411  ___________________________________________________________________
 OM0411  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 OM0411  DYNAMIC HT  -         260.997 (meters)     856.29  (feet)  COMP
 OM0411  MODELED GRAV-     980,352.9   (mgal)                       NAVD 88
 OM0411
 OM0411  VERT ORDER  -  SECOND    CLASS 0
 OM0411
 OM0411.The horizontal coordinates were scaled from a topographic map and have
 OM0411.an estimated accuracy of +/- 6 seconds.
 OM0411
 OM0411.The orthometric height was determined by differential leveling
 OM0411.and adjusted by the National Geodetic Survey in June 1991..
 OM0411
 OM0411.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0411.See file dsdata.txt to determine how the superseded data were derived.
 OM0411
 OM0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN089785(NAD 83)
 OM0411_MARKER: DB = BENCH MARK DISK
 OM0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0411_STAMPING: C-101 1934
 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 = OCTOBER  7, 2006
 NH0416 ***********************************************************************
 NH0416  DESIGNATION -  C 102
 NH0416  PID         -  NH0416
 NH0416  STATE/COUNTY-  WI/ROCK
 NH0416  USGS QUAD   -  BELOIT (1976)
 NH0416
 NH0416                         *CURRENT SURVEY CONTROL
 NH0416  ___________________________________________________________________
 NH0416* NAD 83(1986)-  42 33 30.     (N)    089 02 43.     (W)     SCALED    
 NH0416* NAVD 88     -       228.523  (meters)     749.75   (feet)  ADJUSTED  
 NH0416  ___________________________________________________________________
 NH0416  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 NH0416  DYNAMIC HT  -         228.454 (meters)     749.52  (feet)  COMP
 NH0416  MODELED GRAV-     980,315.0   (mgal)                       NAVD 88
 NH0416
 NH0416  VERT ORDER  -  SECOND    CLASS 0
 NH0416
 NH0416.The horizontal coordinates were scaled from a topographic map and have
 NH0416.an estimated accuracy of +/- 6 seconds.
 NH0416
 NH0416.The orthometric height was determined by differential leveling
 NH0416.and adjusted by the National Geodetic Survey in June 1991..
 NH0416
 NH0416.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0416.See file dsdata.txt to determine how the superseded data were derived.
 NH0416
 NH0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN321137(NAD 83)
 NH0416_MARKER: DB = BENCH MARK DISK
 NH0416_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NH0416_SP_SET: CULVERT
 NH0416_STAMPING: C-102 1934
 NH0416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0416
 NH0416  HISTORY     - Date     Condition        Report By
 NH0416  HISTORY     - 1934     MONUMENTED       CGS
 NH0416  HISTORY     - 1943     GOOD             NGS
 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 NATIONAL 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 = OCTOBER  7, 2006
 OM0219 ***********************************************************************
 OM0219  DESIGNATION -  C 103
 OM0219  PID         -  OM0219
 OM0219  STATE/COUNTY-  WI/DODGE
 OM0219  USGS QUAD   -  WATERTOWN (1971)
 OM0219
 OM0219                         *CURRENT SURVEY CONTROL
 OM0219  ___________________________________________________________________
 OM0219* NAD 83(1986)-  43 13 01.     (N)    088 44 03.     (W)     SCALED    
 OM0219* NAVD 88     -       252.798  (meters)     829.39   (feet)  ADJUSTED  
 OM0219  ___________________________________________________________________
 OM0219  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 OM0219  DYNAMIC HT  -         252.735 (meters)     829.18  (feet)  COMP
 OM0219  MODELED GRAV-     980,365.6   (mgal)                       NAVD 88
 OM0219
 OM0219  VERT ORDER  -  SECOND    CLASS 0
 OM0219
 OM0219.The horizontal coordinates were scaled from a topographic map and have
 OM0219.an estimated accuracy of +/- 6 seconds.
 OM0219
 OM0219.The orthometric height was determined by differential leveling
 OM0219.and adjusted by the National Geodetic Survey in June 1991..
 OM0219
 OM0219.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0219.See file dsdata.txt to determine how the superseded data were derived.
 OM0219
 OM0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN591863(NAD 83)
 OM0219_MARKER: DB = BENCH MARK DISK
 OM0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0219_STAMPING: C-103 1934
 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 = OCTOBER  7, 2006
 OM0181 ***********************************************************************
 OM0181  DESIGNATION -  C 105
 OM0181  PID         -  OM0181
 OM0181  STATE/COUNTY-  WI/FOND DU LAC
 OM0181  USGS QUAD   -  RIPON (1980)
 OM0181
 OM0181                         *CURRENT SURVEY CONTROL
 OM0181  ___________________________________________________________________
 OM0181* NAD 83(1986)-  43 47 34.     (N)    088 48 32.     (W)     SCALED    
 OM0181* NAVD 88     -       299.698  (meters)     983.26   (feet)  ADJUSTED  
 OM0181  ___________________________________________________________________
 OM0181  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 OM0181  DYNAMIC HT  -         299.633 (meters)     983.05  (feet)  COMP
 OM0181  MODELED GRAV-     980,393.8   (mgal)                       NAVD 88
 OM0181
 OM0181  VERT ORDER  -  SECOND    CLASS 0
 OM0181
 OM0181.The horizontal coordinates were scaled from a topographic map and have
 OM0181.an estimated accuracy of +/- 6 seconds.
 OM0181
 OM0181.The orthometric height was determined by differential leveling
 OM0181.and adjusted by the National Geodetic Survey in June 1991..
 OM0181
 OM0181.The geoid height was determined by GEOID03.
 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     -   199,850.      695,860.      MT  (+/- 180 meters Scaled)
 OM0181
 OM0181                          SUPERSEDED SURVEY CONTROL
 OM0181
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0181.See file dsdata.txt to determine how the superseded data were derived.
 OM0181
 OM0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP544504(NAD 83)
 OM0181_MARKER: DB = BENCH MARK DISK
 OM0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0181_SP_SET: 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 = OCTOBER  7, 2006
 OM0084 ***********************************************************************
 OM0084  DESIGNATION -  C 106
 OM0084  PID         -  OM0084
 OM0084  STATE/COUNTY-  WI/WAUKESHA
 OM0084  USGS QUAD   -  WAUWATOSA (1994)
 OM0084
 OM0084                         *CURRENT SURVEY CONTROL
 OM0084  ___________________________________________________________________
 OM0084* NAD 83(1986)-  43 03 39.     (N)    088 06 34.     (W)     SCALED    
 OM0084* NAVD 88     -       252.367  (meters)     827.97   (feet)  ADJUSTED  
 OM0084  ___________________________________________________________________
 OM0084  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 OM0084  DYNAMIC HT  -         252.300 (meters)     827.75  (feet)  COMP
 OM0084  MODELED GRAV-     980,348.0   (mgal)                       NAVD 88
 OM0084
 OM0084  VERT ORDER  -  SECOND    CLASS 0
 OM0084
 OM0084.The horizontal coordinates were scaled from a topographic map and have
 OM0084.an estimated accuracy of +/- 6 seconds.
 OM0084
 OM0084.The orthometric height was determined by differential leveling
 OM0084.and adjusted by the National Geodetic Survey in June 1991..
 OM0084
 OM0084.The geoid height was determined by GEOID03.
 OM0084
 OM0084.The dynamic height is computed by dividing the NAVD 88
 OM0084.geopotential number by the normal gravity value computed on the
 OM0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0084.degrees latitude (g = 980.6199 gals.).
 OM0084
 OM0084.The modeled gravity was interpolated from observed gravity values.
 OM0084
 OM0084;                    North         East    Units  Estimated Accuracy
 OM0084;SPC WI S     -   119,590.      753,990.      MT  (+/- 180 meters Scaled)
 OM0084
 OM0084                          SUPERSEDED SURVEY CONTROL
 OM0084
 OM0084  NGVD 29 (??/??/92)  252.443  (m)          828.22   (f) ADJ UNCH    2 0
 OM0084
 OM0084.Superseded values are not recommended for survey control.
 OM0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0084.See file dsdata.txt to determine how the superseded data were derived.
 OM0084
 OM0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN096681(NAD 83)
 OM0084_MARKER: DB = BENCH MARK DISK
 OM0084_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OM0084_SP_SET: BRIDGE
 OM0084_STAMPING: C-106 1934
 OM0084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0084
 OM0084  HISTORY     - Date     Condition        Report By
 OM0084  HISTORY     - 1934     MONUMENTED       CGS
 OM0084  HISTORY     - 20000719 MARK NOT FOUND   WIDT
 OM0084
 OM0084                          STATION DESCRIPTION
 OM0084
 OM0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0084'2 MI W FROM ELM GROVE.
 OM0084'2 MILES WEST OF, ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND
 OM0084'PACIFIC RAILROAD, 9 POLES WEST OF MILEPOST 97.  SET IN THE NORTH
 OM0084'END OF THE EAST ABUTMENT OF BRIDGE B-29, 5 POLES WEST OF PUBLIC
 OM0084'ROAD, 7 FEET NORTH OF THE CENTER LINE OF THE TRACK, 1.5 FEET BELOW
 OM0084'RAIL LEVEL.
 OM0084
 OM0084                          STATION RECOVERY (2000)
 OM0084
 OM0084'RECOVERY NOTE BY WI DEPT OF TRANSP 2000 (GRS)
 OM0084'WIDT FIELD PERSONNEL REPORTED THE BENCH MARK WAS DESTROYED IN JULY
 OM0084'2000 DURING CONSTRUCTION ALONG THE RAILROAD BY RAILROAD WORKERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0289 ***********************************************************************
 OM0289  DESIGNATION -  C 107 RESET 1976
 OM0289  PID         -  OM0289
 OM0289  STATE/COUNTY-  WI/JEFFERSON
 OM0289  USGS QUAD   -  WATERLOO (1976)
 OM0289
 OM0289                         *CURRENT SURVEY CONTROL
 OM0289  ___________________________________________________________________
 OM0289* NAD 83(1986)-  43 11 39.     (N)    088 52 37.     (W)     SCALED    
 OM0289* NAVD 88     -       243.72   (meters)     799.6    (feet)  RESET     
 OM0289  ___________________________________________________________________
 OM0289  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 OM0289
 OM0289  VERT ORDER  -  THIRD
 OM0289
 OM0289.The horizontal coordinates were scaled from a topographic map and have
 OM0289.an estimated accuracy of +/- 6 seconds.
 OM0289
 OM0289.The orthometric height was computed from unverified reset data.
 OM0289.No vertical observational check was made to the station.
 OM0289
 OM0289.The geoid height was determined by GEOID03.
 OM0289
 OM0289;                    North         East    Units  Estimated Accuracy
 OM0289;SPC WI S     -   133,280.      691,280.      MT  (+/- 180 meters Scaled)
 OM0289
 OM0289                          SUPERSEDED SURVEY CONTROL
 OM0289
 OM0289.No superseded survey control is available for this station.
 OM0289
 OM0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN474840(NAD 83)
 OM0289_MARKER: DD = SURVEY DISK
 OM0289_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OM0289_SP_SET: BRIDGE
 OM0289_STAMPING: C 107 RESET 1976
 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 = OCTOBER  7, 2006
 OM0448 ***********************************************************************
 OM0448  DESIGNATION -  C 108
 OM0448  PID         -  OM0448
 OM0448  STATE/COUNTY-  WI/DANE
 OM0448  USGS QUAD   -  CROSS PLAINS (1982)
 OM0448
 OM0448                         *CURRENT SURVEY CONTROL
 OM0448  ___________________________________________________________________
 OM0448* NAD 83(1986)-  43 06 19.     (N)    089 38 17.     (W)     SCALED    
 OM0448* NAVD 88     -       269.243  (meters)     883.34   (feet)  ADJUSTED  
 OM0448  ___________________________________________________________________
 OM0448  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 OM0448  DYNAMIC HT  -         269.169 (meters)     883.10  (feet)  COMP
 OM0448  MODELED GRAV-     980,341.6   (mgal)                       NAVD 88
 OM0448
 OM0448  VERT ORDER  -  SECOND    CLASS I
 OM0448
 OM0448.The horizontal coordinates were scaled from a topographic map and have
 OM0448.an estimated accuracy of +/- 6 seconds.
 OM0448
 OM0448.The orthometric height was determined by differential leveling
 OM0448.and adjusted by the National Geodetic Survey in June 1991..
 OM0448
 OM0448.The geoid height was determined by GEOID03.
 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     -   122,850.      629,460.      MT  (+/- 180 meters Scaled)
 OM0448
 OM0448                          SUPERSEDED SURVEY CONTROL
 OM0448
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0448.See file dsdata.txt to determine how the superseded data were derived.
 OM0448
 OM0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN853758(NAD 83)
 OM0448_MARKER: DB = BENCH MARK DISK
 OM0448_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 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 - 2001
 OM0448
 OM0448  HISTORY     - Date     Condition        Report By
 OM0448  HISTORY     - 1934     MONUMENTED       CGS
 OM0448  HISTORY     - 2001     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0468 ***********************************************************************
 OM0468  DESIGNATION -  C 109
 OM0468  PID         -  OM0468
 OM0468  STATE/COUNTY-  WI/SAUK
 OM0468  USGS QUAD   -  SAUK CITY (1975)
 OM0468
 OM0468                         *CURRENT SURVEY CONTROL
 OM0468  ___________________________________________________________________
 OM0468* NAD 83(1986)-  43 16 24.     (N)    089 43 33.     (W)     SCALED    
 OM0468* NAVD 88     -       229.594  (meters)     753.26   (feet)  ADJUSTED  
 OM0468  ___________________________________________________________________
 OM0468  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 OM0468  DYNAMIC HT  -         229.536 (meters)     753.07  (feet)  COMP
 OM0468  MODELED GRAV-     980,362.0   (mgal)                       NAVD 88
 OM0468
 OM0468  VERT ORDER  -  SECOND    CLASS 0
 OM0468
 OM0468.The horizontal coordinates were scaled from a topographic map and have
 OM0468.an estimated accuracy of +/- 6 seconds.
 OM0468
 OM0468.The orthometric height was determined by differential leveling
 OM0468.and adjusted by the National Geodetic Survey in June 1991..
 OM0468
 OM0468.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0468.See file dsdata.txt to determine how the superseded data were derived.
 OM0468
 OM0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN788947(NAD 83)
 OM0468_MARKER: DB = BENCH MARK DISK
 OM0468_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OM0468_SP_SET: CONCRETE PEDESTAL
 OM0468_STAMPING: C-109 1934
 OM0468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  7, 2006
 OM1307 ***********************************************************************
 OM1307  DESIGNATION -  C 109 RESET
 OM1307  PID         -  OM1307
 OM1307  STATE/COUNTY-  WI/SAUK
 OM1307  USGS QUAD   -  SAUK CITY (1975)
 OM1307
 OM1307                         *CURRENT SURVEY CONTROL
 OM1307  ___________________________________________________________________
 OM1307* NAD 83(1986)-  43 16 24.     (N)    089 43 32.     (W)     SCALED    
 OM1307* NAVD 88     -       229.07   (+/-2cm)     751.5    (feet)  VERTCON   
 OM1307  ___________________________________________________________________
 OM1307  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 OM1307
 OM1307  VERT ORDER  -  THIRD (See Below)
 OM1307
 OM1307.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 OM1307
 OM1307.The geoid height was determined by GEOID03.
 OM1307
 OM1307;                    North         East    Units  Estimated Accuracy
 OM1307;SPC WI S     -   141,490.      622,280.      MT  (+/- 180 meters Scaled)
 OM1307
 OM1307                          SUPERSEDED SURVEY CONTROL
 OM1307
 OM1307  NGVD 29 (09/01/04)  229.13   (m)          751.7    (f) RESET       3  
 OM1307
 OM1307.Superseded values are not recommended for survey control.
 OM1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1307.See file dsdata.txt to determine how the superseded data were derived.
 OM1307
 OM1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN788947(NAD 83)
 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 = OCTOBER  7, 2006
 QO0033 ***********************************************************************
 QO0033  DESIGNATION -  C 11
 QO0033  PID         -  QO0033
 QO0033  STATE/COUNTY-  WI/POLK
 QO0033  USGS QUAD   -  AMERY (1978)
 QO0033
 QO0033                         *CURRENT SURVEY CONTROL
 QO0033  ___________________________________________________________________
 QO0033* NAD 83(1986)-  45 15 08.     (N)    092 16 21.     (W)     SCALED    
 QO0033* NAVD 88     -       366.216  (meters)    1201.49   (feet)  ADJUSTED  
 QO0033  ___________________________________________________________________
 QO0033  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 QO0033  DYNAMIC HT  -         366.172 (meters)    1201.35  (feet)  COMP
 QO0033  MODELED GRAV-     980,485.2   (mgal)                       NAVD 88
 QO0033
 QO0033  VERT ORDER  -  FIRST     CLASS II
 QO0033
 QO0033.The horizontal coordinates were scaled from a topographic map and have
 QO0033.an estimated accuracy of +/- 6 seconds.
 QO0033
 QO0033.The orthometric height was determined by differential leveling
 QO0033.and adjusted by the National Geodetic Survey in June 1991..
 QO0033
 QO0033.The geoid height was determined by GEOID03.
 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     -   160,160.      421,640.      MT  (+/- 180 meters Scaled)
 QO0033
 QO0033                          SUPERSEDED SURVEY CONTROL
 QO0033
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0033.See file dsdata.txt to determine how the superseded data were derived.
 QO0033
 QO0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL570112(NAD 83)
 QO0033_MARKER: DB = BENCH MARK DISK
 QO0033_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0033_SP_SET: FOOTING
 QO0033_STAMPING: C-11 1933
 QO0033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0033
 QO0033  HISTORY     - Date     Condition        Report By
 QO0033  HISTORY     - 1933     MONUMENTED       CGS
 QO0033  HISTORY     - 1935     GOOD             NGS
 QO0033  HISTORY     - 1980     GOOD             NGS
 QO0033  HISTORY     - 20051113 GOOD             USPSQD
 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0005 ***********************************************************************
 NJ0005  DESIGNATION -  C 110
 NJ0005  PID         -  NJ0005
 NJ0005  STATE/COUNTY-  WI/IOWA
 NJ0005  USGS QUAD   -  MONTFORT (1978)
 NJ0005
 NJ0005                         *CURRENT SURVEY CONTROL
 NJ0005  ___________________________________________________________________
 NJ0005* NAD 83(1986)-  42 53 08.     (N)    090 24 51.     (W)     SCALED    
 NJ0005* NAVD 88     -       348.086  (meters)    1142.01   (feet)  ADJUSTED  
 NJ0005  ___________________________________________________________________
 NJ0005  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 NJ0005  DYNAMIC HT  -         347.983 (meters)    1141.67  (feet)  COMP
 NJ0005  MODELED GRAV-     980,313.9   (mgal)                       NAVD 88
 NJ0005
 NJ0005  VERT ORDER  -  SECOND    CLASS 0
 NJ0005
 NJ0005.The horizontal coordinates were scaled from a topographic map and have
 NJ0005.an estimated accuracy of +/- 6 seconds.
 NJ0005
 NJ0005.The orthometric height was determined by differential leveling
 NJ0005.and adjusted by the National Geodetic Survey in June 1991..
 NJ0005
 NJ0005.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0005.See file dsdata.txt to determine how the superseded data were derived.
 NJ0005
 NJ0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH111513(NAD 83)
 NJ0005_MARKER: DB = BENCH MARK DISK
 NJ0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0005_STAMPING: C 110 1934
 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 = OCTOBER  7, 2006
 NJ0028 ***********************************************************************
 NJ0028  DESIGNATION -  C 111
 NJ0028  PID         -  NJ0028
 NJ0028  STATE/COUNTY-  WI/LAFAYETTE
 NJ0028  USGS QUAD   -  CUBA CITY (1988)
 NJ0028
 NJ0028                         *CURRENT SURVEY CONTROL
 NJ0028  ___________________________________________________________________
 NJ0028* NAD 83(1986)-  42 34 20.     (N)    090 24 21.     (W)     SCALED    
 NJ0028* NAVD 88     -       296.965  (meters)     974.29   (feet)  ADJUSTED  
 NJ0028  ___________________________________________________________________
 NJ0028  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 NJ0028  DYNAMIC HT  -         296.872 (meters)     973.99  (feet)  COMP
 NJ0028  MODELED GRAV-     980,301.7   (mgal)                       NAVD 88
 NJ0028
 NJ0028  VERT ORDER  -  SECOND    CLASS 0
 NJ0028
 NJ0028.The horizontal coordinates were scaled from a topographic map and have
 NJ0028.an estimated accuracy of +/- 6 seconds.
 NJ0028
 NJ0028.The orthometric height was determined by differential leveling
 NJ0028.and adjusted by the National Geodetic Survey in June 1991..
 NJ0028
 NJ0028.The geoid height was determined by GEOID03.
 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     -    63,650.      566,680.      MT  (+/- 180 meters Scaled)
 NJ0028
 NJ0028                          SUPERSEDED SURVEY CONTROL
 NJ0028
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0028.See file dsdata.txt to determine how the superseded data were derived.
 NJ0028
 NJ0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH129165(NAD 83)
 NJ0028_MARKER: DB = BENCH MARK DISK
 NJ0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0028_SP_SET: 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 - July 30, 2002
 NJ0028
 NJ0028  HISTORY     - Date     Condition        Report By
 NJ0028  HISTORY     - 1934     MONUMENTED       CGS
 NJ0028  HISTORY     - 19981118 GOOD             USPSQD
 NJ0028  HISTORY     - 20020730 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0753 ***********************************************************************
 NH0753  DESIGNATION -  C 112
 NH0753  PID         -  NH0753
 NH0753  STATE/COUNTY-  WI/GREEN
 NH0753  USGS QUAD   -  BROWNTOWN (1981)
 NH0753
 NH0753                         *CURRENT SURVEY CONTROL
 NH0753  ___________________________________________________________________
 NH0753* NAD 83(1986)-  42 34 40.     (N)    089 45 03.     (W)     SCALED    
 NH0753* NAVD 88     -       268.749  (meters)     881.72   (feet)  ADJUSTED  
 NH0753  ___________________________________________________________________
 NH0753  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 NH0753  DYNAMIC HT  -         268.664 (meters)     881.44  (feet)  COMP
 NH0753  MODELED GRAV-     980,300.4   (mgal)                       NAVD 88
 NH0753
 NH0753  VERT ORDER  -  SECOND    CLASS 0
 NH0753
 NH0753.The horizontal coordinates were scaled from a topographic map and have
 NH0753.an estimated accuracy of +/- 6 seconds.
 NH0753
 NH0753.The orthometric height was determined by differential leveling
 NH0753.and adjusted by the National Geodetic Survey in June 1991..
 NH0753
 NH0753.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0753.See file dsdata.txt to determine how the superseded data were derived.
 NH0753
 NH0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN742175(NAD 83)
 NH0753_MARKER: DB = BENCH MARK DISK
 NH0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0753_SP_SET: STONE
 NH0753_STAMPING: C-112 1934
 NH0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0753+STABILITY: SURFACE MOTION
 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 = OCTOBER  7, 2006
 NH1713 ***********************************************************************
 NH1713  DESIGNATION -  C 113 RESET
 NH1713  PID         -  NH1713
 NH1713  STATE/COUNTY-  WI/GREEN
 NH1713  USGS QUAD   -  MONROE (1982)
 NH1713
 NH1713                         *CURRENT SURVEY CONTROL
 NH1713  ___________________________________________________________________
 NH1713* NAD 83(1986)-  42 36 35.     (N)    089 38 12.     (W)     SCALED    
 NH1713* NAVD 88     -       318.55   (meters)    1045.1    (feet)  RESET     
 NH1713  ___________________________________________________________________
 NH1713  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 NH1713
 NH1713  VERT ORDER  -  THIRD
 NH1713
 NH1713.The horizontal coordinates were scaled from a topographic map and have
 NH1713.an estimated accuracy of +/- 6 seconds.
 NH1713
 NH1713.The orthometric height was computed from unverified reset data.
 NH1713.No vertical observational check was made to the station.
 NH1713
 NH1713.The geoid height was determined by GEOID03.
 NH1713
 NH1713;                    North         East    Units  Estimated Accuracy
 NH1713;SPC WI S     -    67,800.      629,810.      MT  (+/- 180 meters Scaled)
 NH1713
 NH1713                          SUPERSEDED SURVEY CONTROL
 NH1713
 NH1713  NGVD 29 (09/01/04)  318.62   (m)         1045.3    (f) RESET       3  
 NH1713
 NH1713.Superseded values are not recommended for survey control.
 NH1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1713.See file dsdata.txt to determine how the superseded data were derived.
 NH1713
 NH1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN837208(NAD 83)
 NH1713_MARKER: DV = VERTICAL CONTROL DISK
 NH1713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1713_SP_SET: CONCRETE POST
 NH1713_STAMPING: C 113 RESET 1983
 NH1713_MARK LOGO: NGS   
 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 = OCTOBER  7, 2006
 AA3520 ***********************************************************************
 AA3520  DESIGNATION -  C 115 RESET
 AA3520  PID         -  AA3520
 AA3520  STATE/COUNTY-  WI/WALWORTH
 AA3520  USGS QUAD   -  ELKHORN (1994)
 AA3520
 AA3520                         *CURRENT SURVEY CONTROL
 AA3520  ___________________________________________________________________
 AA3520* NAD 83(1986)-  42 41 04.     (N)    088 32 30.     (W)     SCALED    
 AA3520* NAVD 88     -       309.29   (+/-2cm)    1014.7    (feet)  VERTCON   
 AA3520  ___________________________________________________________________
 AA3520  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 AA3520
 AA3520  VERT ORDER  -  THIRD (See Below)
 AA3520
 AA3520.The horizontal coordinates were scaled from a topographic 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.The vertical order pertains to the NGVD 29 superseded value.
 AA3520
 AA3520.The geoid height was determined by GEOID03.
 AA3520
 AA3520;                    North         East    Units  Estimated Accuracy
 AA3520;SPC WI S     -    77,080.      719,520.      MT  (+/- 180 meters Scaled)
 AA3520
 AA3520                          SUPERSEDED SURVEY CONTROL
 AA3520
 AA3520  NGVD 29 (09/01/04)  309.35   (m)         1014.9    (f) RESET       3  
 AA3520
 AA3520.Superseded values are not recommended for survey control.
 AA3520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3520.See file dsdata.txt to determine how the superseded data were derived.
 AA3520
 AA3520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN736269(NAD 83)
 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_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 = OCTOBER  7, 2006
 NG0300 ***********************************************************************
 NG0300  DESIGNATION -  C 116
 NG0300  PID         -  NG0300
 NG0300  STATE/COUNTY-  WI/RACINE
 NG0300  USGS QUAD   -  STURTEVANT (1994)
 NG0300
 NG0300                         *CURRENT SURVEY CONTROL
 NG0300  ___________________________________________________________________
 NG0300* NAD 83(1986)-  42 42 11.     (N)    087 52 46.     (W)     SCALED    
 NG0300* NAVD 88     -       206.616  (meters)     677.87   (feet)  ADJUSTED  
 NG0300  ___________________________________________________________________
 NG0300  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 NG0300  DYNAMIC HT  -         206.554 (meters)     677.67  (feet)  COMP
 NG0300  MODELED GRAV-     980,321.0   (mgal)                       NAVD 88
 NG0300
 NG0300  VERT ORDER  -  FIRST     CLASS 0
 NG0300
 NG0300.The horizontal coordinates were scaled from a topographic map and have
 NG0300.an estimated accuracy of +/- 6 seconds.
 NG0300
 NG0300.The orthometric height was determined by differential leveling
 NG0300.and adjusted by the National Geodetic Survey in June 1991..
 NG0300
 NG0300.The geoid height was determined by GEOID03.
 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     -    80,310.      773,730.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0300.See file dsdata.txt to determine how the superseded data were derived.
 NG0300
 NG0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN279282(NAD 83)
 NG0300_MARKER: DB = BENCH MARK DISK
 NG0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NG0300_STAMPING: C 116 1934
 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.  ADD-- 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--.
 NG0300'HANDHELD GPS COORDINATES (WAAS)-- 42 42 12.2N, 087 52 47.8W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0271 ***********************************************************************
 NH0271  DESIGNATION -  C 118
 NH0271  PID         -  NH0271
 NH0271  STATE/COUNTY-  WI/ROCK
 NH0271  USGS QUAD   -  CLINTON (1976)
 NH0271
 NH0271                         *CURRENT SURVEY CONTROL
 NH0271  ___________________________________________________________________
 NH0271* NAD 83(1986)-  42 34 34.     (N)    088 47 45.     (W)     SCALED    
 NH0271* NAVD 88     -       284.598  (meters)     933.72   (feet)  ADJUSTED  
 NH0271  ___________________________________________________________________
 NH0271  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 NH0271  DYNAMIC HT  -         284.511 (meters)     933.43  (feet)  COMP
 NH0271  MODELED GRAV-     980,308.6   (mgal)                       NAVD 88
 NH0271
 NH0271  VERT ORDER  -  SECOND    CLASS I
 NH0271
 NH0271.The horizontal coordinates were scaled from a topographic map and have
 NH0271.an estimated accuracy of +/- 6 seconds.
 NH0271
 NH0271.The orthometric height was determined by differential leveling
 NH0271.and adjusted by the National Geodetic Survey in June 1991..
 NH0271
 NH0271.The geoid height was determined by GEOID03.
 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     -    64,720.      698,860.      MT  (+/- 180 meters Scaled)
 NH0271
 NH0271                          SUPERSEDED SURVEY CONTROL
 NH0271
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0271.See file dsdata.txt to determine how the superseded data were derived.
 NH0271
 NH0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN526153(NAD 83)
 NH0271_MARKER: DB = BENCH MARK DISK
 NH0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0271_SP_SET: 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 - 2003
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0203 ***********************************************************************
 QN0203  DESIGNATION -  C 12
 QN0203  PID         -  QN0203
 QN0203  STATE/COUNTY-  WI/RUSK
 QN0203  USGS QUAD   -  WEYERHAUSER (1972)
 QN0203
 QN0203                         *CURRENT SURVEY CONTROL
 QN0203  ___________________________________________________________________
 QN0203* NAD 83(1986)-  45 25 49.     (N)    091 27 41.     (W)     SCALED    
 QN0203* NAVD 88     -       387.449  (meters)    1271.16   (feet)  ADJUSTED  
 QN0203  ___________________________________________________________________
 QN0203  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 QN0203  DYNAMIC HT  -         387.427 (meters)    1271.08  (feet)  COMP
 QN0203  MODELED GRAV-     980,547.1   (mgal)                       NAVD 88
 QN0203
 QN0203  VERT ORDER  -  FIRST     CLASS II
 QN0203
 QN0203.The horizontal coordinates were scaled from a topographic map and have
 QN0203.an estimated accuracy of +/- 6 seconds.
 QN0203
 QN0203.The orthometric height was determined by differential leveling
 QN0203.and adjusted by the National Geodetic Survey in June 1991..
 QN0203
 QN0203.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0203.See file dsdata.txt to determine how the superseded data were derived.
 QN0203
 QN0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL203319(NAD 83)
 QN0203_MARKER: DB = BENCH MARK DISK
 QN0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0203_STAMPING: C-12 1933
 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             NGS
 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 NATIONAL 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 = OCTOBER  7, 2006
 NJ0458 ***********************************************************************
 NJ0458  DESIGNATION -  C 121
 NJ0458  PID         -  NJ0458
 NJ0458  STATE/COUNTY-  WI/GRANT
 NJ0458  USGS QUAD   -  GUTTENBERG (1978)
 NJ0458
 NJ0458                         *CURRENT SURVEY CONTROL
 NJ0458  ___________________________________________________________________
 NJ0458* NAD 83(1986)-  42 48 58.     (N)    091 04 33.     (W)     SCALED    
 NJ0458* NAVD 88     -       190.230  (meters)     624.11   (feet)  ADJUSTED  
 NJ0458  ___________________________________________________________________
 NJ0458  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 NJ0458  DYNAMIC HT  -         190.179 (meters)     623.95  (feet)  COMP
 NJ0458  MODELED GRAV-     980,345.3   (mgal)                       NAVD 88
 NJ0458
 NJ0458  VERT ORDER  -  FIRST     CLASS I
 NJ0458
 NJ0458.The horizontal coordinates were scaled from a topographic map and have
 NJ0458.an estimated accuracy of +/- 6 seconds.
 NJ0458
 NJ0458.The orthometric height was determined by differential leveling
 NJ0458.and adjusted by the National Geodetic Survey in June 1991..
 NJ0458
 NJ0458.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0458.See file dsdata.txt to determine how the superseded data were derived.
 NJ0458
 NJ0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH573421(NAD 83)
 NJ0458_MARKER: DB = BENCH MARK DISK
 NJ0458_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0458_SP_SET: CULVERT
 NJ0458_STAMPING: E 121 1970
 NJ0458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  7, 2006
 ON0353 ***********************************************************************
 ON0353  DESIGNATION -  C 122
 ON0353  PID         -  ON0353
 ON0353  STATE/COUNTY-  WI/CRAWFORD
 ON0353  USGS QUAD   -  PRAIRIE DU CHIEN (1983)
 ON0353
 ON0353                         *CURRENT SURVEY CONTROL
 ON0353  ___________________________________________________________________
 ON0353* NAD 83(1986)-  43 04 31.     (N)    091 08 32.     (W)     SCALED    
 ON0353* NAVD 88     -       194.673  (meters)     638.69   (feet)  ADJUSTED  
 ON0353  ___________________________________________________________________
 ON0353  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 ON0353  DYNAMIC HT  -         194.625 (meters)     638.53  (feet)  COMP
 ON0353  MODELED GRAV-     980,369.5   (mgal)                       NAVD 88
 ON0353
 ON0353  VERT ORDER  -  FIRST     CLASS I
 ON0353
 ON0353.The horizontal coordinates were scaled from a topographic map and have
 ON0353.an estimated accuracy of +/- 6 seconds.
 ON0353
 ON0353.The orthometric height was determined by differential leveling
 ON0353.and adjusted by the National Geodetic Survey in June 1991..
 ON0353
 ON0353.The geoid height was determined by GEOID03.
 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     -   120,090.      506,980.      MT  (+/- 180 meters Scaled)
 ON0353
 ON0353                          SUPERSEDED SURVEY CONTROL
 ON0353
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0353.See file dsdata.txt to determine how the superseded data were derived.
 ON0353
 ON0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH512708(NAD 83)
 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 - April 11, 2003
 ON0353
 ON0353  HISTORY     - Date     Condition        Report By
 ON0353  HISTORY     - 1970     MONUMENTED       NGS
 ON0353  HISTORY     - 20030411 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0411 ***********************************************************************
 ON0411  DESIGNATION -  C 123
 ON0411  PID         -  ON0411
 ON0411  STATE/COUNTY-  WI/CRAWFORD
 ON0411  USGS QUAD   -  LANSING (1983)
 ON0411
 ON0411                         *CURRENT SURVEY CONTROL
 ON0411  ___________________________________________________________________
 ON0411* NAD 83(1986)-  43 22 06.     (N)    091 08 22.     (W)     SCALED    
 ON0411* NAVD 88     -       192.520  (meters)     631.63   (feet)  ADJUSTED  
 ON0411  ___________________________________________________________________
 ON0411  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 ON0411  DYNAMIC HT  -         192.476 (meters)     631.48  (feet)  COMP
 ON0411  MODELED GRAV-     980,390.2   (mgal)                       NAVD 88
 ON0411
 ON0411  VERT ORDER  -  FIRST     CLASS I
 ON0411
 ON0411.The horizontal coordinates were scaled from a topographic map and have
 ON0411.an estimated accuracy of +/- 6 seconds.
 ON0411
 ON0411.The orthometric height was determined by differential leveling
 ON0411.and adjusted by the National Geodetic Survey in June 1991..
 ON0411
 ON0411.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0411.See file dsdata.txt to determine how the superseded data were derived.
 ON0411
 ON0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ507034(NAD 83)
 ON0411_MARKER: DB = BENCH MARK DISK
 ON0411_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ON0411_SP_SET: BRIDGE ABUTMENT
 ON0411_STAMPING: C 123 1970
 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 = OCTOBER  7, 2006
 ON0236 ***********************************************************************
 ON0236  DESIGNATION -  C 124
 ON0236  PID         -  ON0236
 ON0236  STATE/COUNTY-  WI/VERNON
 ON0236  USGS QUAD   -  STODDARD (1983)
 ON0236
 ON0236                         *CURRENT SURVEY CONTROL
 ON0236  ___________________________________________________________________
 ON0236* NAD 83(1986)-  43 42 43.     (N)    091 12 35.     (W)     SCALED    
 ON0236* NAVD 88     -       197.917  (meters)     649.33   (feet)  ADJUSTED  
 ON0236  ___________________________________________________________________
 ON0236  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 ON0236  DYNAMIC HT  -         197.876 (meters)     649.20  (feet)  COMP
 ON0236  MODELED GRAV-     980,411.2   (mgal)                       NAVD 88
 ON0236
 ON0236  VERT ORDER  -  FIRST     CLASS I
 ON0236
 ON0236.The horizontal coordinates were scaled from a topographic map and have
 ON0236.an estimated accuracy of +/- 6 seconds.
 ON0236
 ON0236.The orthometric height was determined by differential leveling
 ON0236.and adjusted by the National Geodetic Survey in June 1991..
 ON0236
 ON0236.The geoid height was determined by GEOID03.
 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     -   190,890.      502,510.      MT  (+/- 180 meters Scaled)
 ON0236
 ON0236                          SUPERSEDED SURVEY CONTROL
 ON0236
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0236.See file dsdata.txt to determine how the superseded data were derived.
 ON0236
 ON0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ442414(NAD 83)
 ON0236_MARKER: DB = BENCH MARK DISK
 ON0236_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ON0236_SP_SET: 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 - April 10, 2004
 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
 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--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0404 ***********************************************************************
 PO0404  DESIGNATION -  C 125
 PO0404  PID         -  PO0404
 PO0404  STATE/COUNTY-  WI/BUFFALO
 PO0404  USGS QUAD   -  FOUNTAIN CITY (1972)
 PO0404
 PO0404                         *CURRENT SURVEY CONTROL
 PO0404  ___________________________________________________________________
 PO0404* NAD 83(1986)-  44 08 13.     (N)    091 43 36.     (W)     SCALED    
 PO0404* NAVD 88     -       203.331  (meters)     667.10   (feet)  ADJUSTED  
 PO0404  ___________________________________________________________________
 PO0404  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 PO0404  DYNAMIC HT  -         203.303 (meters)     667.00  (feet)  COMP
 PO0404  MODELED GRAV-     980,475.3   (mgal)                       NAVD 88
 PO0404
 PO0404  VERT ORDER  -  FIRST     CLASS I
 PO0404
 PO0404.The horizontal coordinates were scaled from a topographic map and have
 PO0404.an estimated accuracy of +/- 6 seconds.
 PO0404
 PO0404.The orthometric height was determined by differential leveling
 PO0404.and adjusted by the National Geodetic Survey in June 1991..
 PO0404
 PO0404.The geoid height was determined by GEOID03.
 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     -    35,210.      461,840.      MT  (+/- 180 meters Scaled)
 PO0404
 PO0404                          SUPERSEDED SURVEY CONTROL
 PO0404
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0404.See file dsdata.txt to determine how the superseded data were derived.
 PO0404
 PO0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ018878(NAD 83)
 PO0404_MARKER: DB = BENCH MARK DISK
 PO0404_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PO0404_SP_SET: CONCRETE FOUNDATION
 PO0404_STAMPING: C 125 1970
 PO0404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PO0404
 PO0404  HISTORY     - Date     Condition        Report By
 PO0404  HISTORY     - 1970     MONUMENTED       NGS
 PO0404  HISTORY     - 19960630 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP0435 ***********************************************************************
 PP0435  DESIGNATION -  C 126
 PP0435  PID         -  PP0435
 PP0435  STATE/COUNTY-  WI/PIERCE
 PP0435  USGS QUAD   -  RED WING (1994)
 PP0435
 PP0435                         *CURRENT SURVEY CONTROL
 PP0435  ___________________________________________________________________
 PP0435* NAD 83(1986)-  44 36 29.     (N)    092 32 52.     (W)     SCALED    
 PP0435* NAVD 88     -       218.822  (meters)     717.92   (feet)  ADJUSTED  
 PP0435  ___________________________________________________________________
 PP0435  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 PP0435  DYNAMIC HT  -         218.790 (meters)     717.81  (feet)  COMP
 PP0435  MODELED GRAV-     980,468.5   (mgal)                       NAVD 88
 PP0435
 PP0435  VERT ORDER  -  FIRST     CLASS I
 PP0435
 PP0435.The horizontal coordinates were scaled from a topographic map and have
 PP0435.an estimated accuracy of +/- 6 seconds.
 PP0435
 PP0435.The orthometric height was determined by differential leveling
 PP0435.and adjusted by the National Geodetic Survey in June 1991..
 PP0435
 PP0435.The geoid height was determined by GEOID03.
 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.      397,790.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0435.See file dsdata.txt to determine how the superseded data were derived.
 PP0435
 PP0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK358395(NAD 83)
 PP0435_MARKER: DB = BENCH MARK DISK
 PP0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0435_STAMPING: C 126 1970
 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 = OCTOBER  7, 2006
 PP0490 ***********************************************************************
 PP0490  DESIGNATION -  C 127
 PP0490  PID         -  PP0490
 PP0490  STATE/COUNTY-  WI/PIERCE
 PP0490  USGS QUAD   -  HASTINGS (1993)
 PP0490
 PP0490                         *CURRENT SURVEY CONTROL
 PP0490  ___________________________________________________________________
 PP0490* NAD 83(1986)-  44 44 53.     (N)    092 48 10.     (W)     SCALED    
 PP0490* NAVD 88     -       212.649  (meters)     697.67   (feet)  ADJUSTED  
 PP0490  ___________________________________________________________________
 PP0490  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 PP0490  DYNAMIC HT  -         212.625 (meters)     697.59  (feet)  COMP
 PP0490  MODELED GRAV-     980,496.1   (mgal)                       NAVD 88
 PP0490
 PP0490  VERT ORDER  -  FIRST     CLASS I
 PP0490
 PP0490.The horizontal coordinates were scaled from a topographic map and have
 PP0490.an estimated accuracy of +/- 6 seconds.
 PP0490
 PP0490.The orthometric height was determined by differential leveling
 PP0490.and adjusted by the National Geodetic Survey in June 1991..
 PP0490
 PP0490.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0490.See file dsdata.txt to determine how the superseded data were derived.
 PP0490
 PP0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK156549(NAD 83)
 PP0490_MARKER: DB = BENCH MARK DISK
 PP0490_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0490_SP_SET: ABUTMENT
 PP0490_STAMPING: C 127 1970
 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 = OCTOBER  7, 2006
 PP3487 ***********************************************************************
 PP3487  DESIGNATION -  C 127 RESET
 PP3487  PID         -  PP3487
 PP3487  STATE/COUNTY-  WI/PIERCE
 PP3487  USGS QUAD   -  HASTINGS (1993)
 PP3487
 PP3487                         *CURRENT SURVEY CONTROL
 PP3487  ___________________________________________________________________
 PP3487* NAD 83(1986)-  44 44 57.     (N)    092 48 10.     (W)     SCALED    
 PP3487* NAVD 88     -       212.013  (meters)     695.58   (feet)  ADJUSTED  
 PP3487  ___________________________________________________________________
 PP3487  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 PP3487  DYNAMIC HT  -         211.988 (meters)     695.50  (feet)  COMP
 PP3487  MODELED GRAV-     980,496.4   (mgal)                       NAVD 88
 PP3487
 PP3487  VERT ORDER  -  SECOND    CLASS I
 PP3487
 PP3487.The horizontal coordinates were scaled from a topographic map and have
 PP3487.an estimated accuracy of +/- 6 seconds.
 PP3487
 PP3487.The orthometric height was determined by differential leveling
 PP3487.and adjusted by the National Geodetic Survey in June 1995..
 PP3487
 PP3487.The geoid height was determined by GEOID03.
 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     -   105,600.      378,100.      MT  (+/- 180 meters Scaled)
 PP3487
 PP3487                          SUPERSEDED SURVEY CONTROL
 PP3487
 PP3487.No superseded survey control is available for this station.
 PP3487
 PP3487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK156551(NAD 83)
 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
 PP3487  HISTORY     - Date     Condition        Report By
 PP3487  HISTORY     - 1983     MONUMENTED       NGS
 PP3487  HISTORY     - 19880808 GOOD             MNDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0354 ***********************************************************************
 QL0354  DESIGNATION -  C 128
 QL0354  PID         -  QL0354
 QL0354  STATE/COUNTY-  WI/MARINETTE
 QL0354  USGS QUAD   -  MARINETTE WEST (1975)
 QL0354
 QL0354                         *CURRENT SURVEY CONTROL
 QL0354  ___________________________________________________________________
 QL0354* NAD 83(1986)-  45 05 10.     (N)    087 39 11.     (W)     SCALED    
 QL0354* NAVD 88     -       186.525  (meters)     611.96   (feet)  ADJUSTED  
 QL0354  ___________________________________________________________________
 QL0354  GEOID HEIGHT-         -36.89  (meters)                     GEOID03
 QL0354  DYNAMIC HT  -         186.507 (meters)     611.90  (feet)  COMP
 QL0354  MODELED GRAV-     980,516.9   (mgal)                       NAVD 88
 QL0354
 QL0354  VERT ORDER  -  FIRST     CLASS 0
 QL0354
 QL0354.The horizontal coordinates were scaled from a topographic map and have
 QL0354.an estimated accuracy of +/- 6 seconds.
 QL0354
 QL0354.The orthometric height was determined by differential leveling
 QL0354.and adjusted by the National Geodetic Survey in June 1991..
 QL0354
 QL0354.The geoid height was determined by GEOID03.
 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     -   141,880.      784,740.      MT  (+/- 180 meters Scaled)
 QL0354
 QL0354                          SUPERSEDED SURVEY CONTROL
 QL0354
 QL0354.No superseded survey control is available for this station.
 QL0354
 QL0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ486927(NAD 83)
 QL0354_MARKER: DB = BENCH MARK DISK
 QL0354_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0354_SP_SET: 16 FEET
 QL0354_STAMPING: C 128 1972
 QL0354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0354+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0212 ***********************************************************************
 PM0212  DESIGNATION -  C 129
 PM0212  PID         -  PM0212
 PM0212  STATE/COUNTY-  WI/OCONTO
 PM0212  USGS QUAD   -  OCONTO EAST (1974)
 PM0212
 PM0212                         *CURRENT SURVEY CONTROL
 PM0212  ___________________________________________________________________
 PM0212* NAD 83(1986)-  44 53 10.     (N)    087 52 10.     (W)     SCALED    
 PM0212* NAVD 88     -       179.679  (meters)     589.50   (feet)  ADJUSTED  
 PM0212  ___________________________________________________________________
 PM0212  GEOID HEIGHT-         -36.50  (meters)                     GEOID03
 PM0212  DYNAMIC HT  -         179.662 (meters)     589.44  (feet)  COMP
 PM0212  MODELED GRAV-     980,520.7   (mgal)                       NAVD 88
 PM0212
 PM0212  VERT ORDER  -  FIRST     CLASS 0
 PM0212
 PM0212.The horizontal coordinates were scaled from a topographic map and have
 PM0212.an estimated accuracy of +/- 6 seconds.
 PM0212
 PM0212.The orthometric height was determined by differential leveling
 PM0212.and adjusted by the National Geodetic Survey in June 1991..
 PM0212
 PM0212.The geoid height was determined by GEOID03.
 PM0212
 PM0212.The dynamic height is computed by dividing the NAVD 88
 PM0212.geopotential number by the normal gravity value computed on the
 PM0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0212.degrees latitude (g = 980.6199 gals.).
 PM0212
 PM0212.The modeled gravity was interpolated from observed gravity values.
 PM0212
 PM0212;                    North         East    Units  Estimated Accuracy
 PM0212;SPC WI C     -   119,190.      768,290.      MT  (+/- 180 meters Scaled)
 PM0212
 PM0212                          SUPERSEDED SURVEY CONTROL
 PM0212
 PM0212.No superseded survey control is available for this station.
 PM0212
 PM0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ313706(NAD 83)
 PM0212_MARKER: DD = SURVEY DISK
 PM0212_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PM0212_SP_SET: BASE
 PM0212_STAMPING: C 129
 PM0212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PM0212
 PM0212  HISTORY     - Date     Condition        Report By
 PM0212  HISTORY     - UNK      MONUMENTED       DOD
 PM0212  HISTORY     - 1972     GOOD             NGS
 PM0212  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 PM0212
 PM0212                          STATION DESCRIPTION
 PM0212
 PM0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0212'IN OCONTO.
 PM0212'AT OCONTO, 0.1 MILE SOUTH ALONG SUPERIOR AVENUE FROM THE WATER TANK,
 PM0212'ABOUT 25 YARDS SOUTH OF THE INTERSECTION OF PECOR STREET AND SUPERIOR
 PM0212'AVENUE, SET IN THE TOP OF THE NORTH END OF THE EAST CONCRETE GUARD
 PM0212'RAIL BASE FOR THE SUPERIOR AVENUE BRIDGE OVER OCONTO RIVER, 6 FEET
 PM0212'EAST OF THE EAST CURB OF THE AVENUE, 3.5 FEET SOUTH OF THE NORTH END
 PM0212'OF THE GUARD RAIL BASE AND 1 FOOT ABOVE THE LEVEL OF THE AVENUE.
 PM0212'SECTION 19, T 28N, R 22E.
 PM0212
 PM0212                          STATION RECOVERY (1990)
 PM0212
 PM0212'RECOVERY NOTE BY US POWER SQUADRON 1990 (WFC)
 PM0212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL1120 ***********************************************************************
 RL1120  DESIGNATION -  C 13
 RL1120  PID         -  RL1120
 RL1120  STATE/COUNTY-  WI/IRON
 RL1120  USGS QUAD   -  POWELL (1981)
 RL1120
 RL1120                         *CURRENT SURVEY CONTROL
 RL1120  ___________________________________________________________________
 RL1120* NAD 83(1986)-  46 05 12.     (N)    089 57 32.     (W)     SCALED    
 RL1120* NAVD 88     -       486.317  (meters)    1595.53   (feet)  ADJUSTED  
 RL1120  ___________________________________________________________________
 RL1120  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 RL1120  DYNAMIC HT  -         486.312 (meters)    1595.51  (feet)  COMP
 RL1120  MODELED GRAV-     980,588.8   (mgal)                       NAVD 88
 RL1120
 RL1120  VERT ORDER  -  FIRST     CLASS II
 RL1120
 RL1120.The horizontal coordinates were scaled from a topographic map and have
 RL1120.an estimated accuracy of +/- 6 seconds.
 RL1120
 RL1120.The orthometric height was determined by differential leveling
 RL1120.and adjusted by the National Geodetic Survey in June 1991..
 RL1120
 RL1120.The geoid height was determined by GEOID03.
 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     -   102,250.      603,180.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1120.See file dsdata.txt to determine how the superseded data were derived.
 RL1120
 RL1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS712079(NAD 83)
 RL1120_MARKER: DB = BENCH MARK DISK
 RL1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1120_SP_SET: 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 - August 29, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0103 ***********************************************************************
 PN0103  DESIGNATION -  C 130
 PN0103  PID         -  PN0103
 PN0103  STATE/COUNTY-  WI/BROWN
 PN0103  USGS QUAD   -  GREEN BAY WEST (1992)
 PN0103
 PN0103                         *CURRENT SURVEY CONTROL
 PN0103  ___________________________________________________________________
 PN0103* NAD 83(1986)-  44 37 12.     (N)    088 02 56.     (W)     SCALED    
 PN0103* NAVD 88     -       184.121  (meters)     604.07   (feet)  ADJUSTED  
 PN0103  ___________________________________________________________________
 PN0103  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 PN0103  DYNAMIC HT  -         184.100 (meters)     604.00  (feet)  COMP
 PN0103  MODELED GRAV-     980,500.8   (mgal)                       NAVD 88
 PN0103
 PN0103  VERT ORDER  -  FIRST     CLASS 0
 PN0103
 PN0103.The horizontal coordinates were scaled from a topographic map and have
 PN0103.an estimated accuracy of +/- 6 seconds.
 PN0103
 PN0103.The orthometric height was determined by differential leveling
 PN0103.and adjusted by the National Geodetic Survey in June 1991..
 PN0103
 PN0103.The geoid height was determined by GEOID03.
 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     -    89,270.      754,830.      MT  (+/- 180 meters Scaled)
 PN0103
 PN0103                          SUPERSEDED SURVEY CONTROL
 PN0103
 PN0103.No superseded survey control is available for this station.
 PN0103
 PN0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ167412(NAD 83)
 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 - August 15, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0149 ***********************************************************************
 PM0149  DESIGNATION -  C 132
 PM0149  PID         -  PM0149
 PM0149  STATE/COUNTY-  WI/MANITOWOC
 PM0149  USGS QUAD   -  MANITOWOC (1973)
 PM0149
 PM0149                         *CURRENT SURVEY CONTROL
 PM0149  ___________________________________________________________________
 PM0149* NAD 83(1986)-  44 02 17.     (N)    087 41 44.     (W)     SCALED    
 PM0149* NAVD 88     -       201.959  (meters)     662.59   (feet)  ADJUSTED  
 PM0149  ___________________________________________________________________
 PM0149  GEOID HEIGHT-         -36.09  (meters)                     GEOID03
 PM0149  DYNAMIC HT  -         201.924 (meters)     662.48  (feet)  COMP
 PM0149  MODELED GRAV-     980,443.0   (mgal)                       NAVD 88
 PM0149
 PM0149  VERT ORDER  -  FIRST     CLASS 0
 PM0149
 PM0149.The horizontal coordinates were scaled from a topographic map and have
 PM0149.an estimated accuracy of +/- 6 seconds.
 PM0149
 PM0149.The orthometric height was determined by differential leveling
 PM0149.and adjusted by the National Geodetic Survey in June 1991..
 PM0149
 PM0149.The geoid height was determined by GEOID03.
 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     -   228,970.      784,690.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0149.See file dsdata.txt to determine how the superseded data were derived.
 PM0149
 PM0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP442763(NAD 83)
 PM0149_MARKER: DB = BENCH MARK DISK
 PM0149_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PM0149_SP_SET: 5 1/2 FEET
 PM0149_STAMPING: C 132 1972
 PM0149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = OCTOBER  7, 2006
 OL0190 ***********************************************************************
 OL0190  DESIGNATION -  C 133
 OL0190  PID         -  OL0190
 OL0190  STATE/COUNTY-  WI/SHEBOYGAN
 OL0190  USGS QUAD   -  SHEBOYGAN FALLS (1994)
 OL0190
 OL0190                         *CURRENT SURVEY CONTROL
 OL0190  ___________________________________________________________________
 OL0190* NAD 83(1986)-  43 40 25.     (N)    087 45 45.     (W)     SCALED    
 OL0190* NAVD 88     -       210.545  (meters)     690.76   (feet)  ADJUSTED  
 OL0190  ___________________________________________________________________
 OL0190  GEOID HEIGHT-         -35.60  (meters)                     GEOID03
 OL0190  DYNAMIC HT  -         210.504 (meters)     690.63  (feet)  COMP
 OL0190  MODELED GRAV-     980,420.1   (mgal)                       NAVD 88
 OL0190
 OL0190  VERT ORDER  -  FIRST     CLASS 0
 OL0190
 OL0190.The horizontal coordinates were scaled from a topographic map and have
 OL0190.an estimated accuracy of +/- 6 seconds.
 OL0190
 OL0190.The orthometric height was determined by differential leveling
 OL0190.and adjusted by the National Geodetic Survey in June 1991..
 OL0190
 OL0190.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0190.See file dsdata.txt to determine how the superseded data were derived.
 OL0190
 OL0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP385359(NAD 83)
 OL0190_MARKER: DB = BENCH MARK 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_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0190+STABILITY: SURFACE MOTION
 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 = OCTOBER  7, 2006
 OL0122 ***********************************************************************
 OL0122  DESIGNATION -  C 134
 OL0122  PID         -  OL0122
 OL0122  STATE/COUNTY-  WI/MILWAUKEE
 OL0122  USGS QUAD   -  MILWAUKEE (1971)
 OL0122
 OL0122                         *CURRENT SURVEY CONTROL
 OL0122  ___________________________________________________________________
 OL0122* NAD 83(1986)-  43 06 52.     (N)    087 55 28.     (W)     SCALED    
 OL0122* NAVD 88     -       192.023  (meters)     630.00   (feet)  ADJUSTED  
 OL0122  ___________________________________________________________________
 OL0122  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 OL0122  DYNAMIC HT  -         191.974 (meters)     629.83  (feet)  COMP
 OL0122  MODELED GRAV-     980,361.6   (mgal)                       NAVD 88
 OL0122
 OL0122  VERT ORDER  -  FIRST     CLASS 0
 OL0122
 OL0122.The horizontal coordinates were scaled from a topographic map and have
 OL0122.an estimated accuracy of +/- 6 seconds.
 OL0122
 OL0122.The orthometric height was determined by differential leveling
 OL0122.and adjusted by the National Geodetic Survey in June 1991..
 OL0122
 OL0122.The geoid height was determined by GEOID03.
 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     -   125,910.      768,900.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0122.See file dsdata.txt to determine how the superseded data were derived.
 OL0122
 OL0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN247739(NAD 83)
 OL0122_MARKER: DB = BENCH MARK DISK
 OL0122_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OL0122_SP_SET: ABUTMENT
 OL0122_STAMPING: C 134 1972
 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 = OCTOBER  7, 2006
 RN0153 ***********************************************************************
 RN0153  DESIGNATION -  C 135
 RN0153  PID         -  RN0153
 RN0153  STATE/COUNTY-  WI/DOUGLAS
 RN0153  USGS QUAD   -  BOREA (1981)
 RN0153
 RN0153                         *CURRENT SURVEY CONTROL
 RN0153  ___________________________________________________________________
 RN0153* NAD 83(1986)-  46 30 14.     (N)    092 14 37.     (W)     SCALED    
 RN0153* NAVD 88     -       265.865  (meters)     872.26   (feet)  ADJUSTED  
 RN0153  ___________________________________________________________________
 RN0153  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 RN0153  DYNAMIC HT  -         265.882 (meters)     872.31  (feet)  COMP
 RN0153  MODELED GRAV-     980,673.0   (mgal)                       NAVD 88
 RN0153
 RN0153  VERT ORDER  -  SECOND    CLASS 0
 RN0153
 RN0153.The horizontal coordinates were scaled from a topographic map and have
 RN0153.an estimated accuracy of +/- 6 seconds.
 RN0153
 RN0153.The orthometric height was determined by differential leveling
 RN0153.and adjusted by the National Geodetic Survey in June 1991..
 RN0153
 RN0153.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0153.See file dsdata.txt to determine how the superseded data were derived.
 RN0153
 RN0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM580503(NAD 83)
 RN0153_MARKER: DB = BENCH MARK DISK
 RN0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0153_STAMPING: C 135 1935
 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 = OCTOBER  7, 2006
 RN0293 ***********************************************************************
 RN0293  DESIGNATION -  C 136
 RN0293  PID         -  RN0293
 RN0293  STATE/COUNTY-  WI/DOUGLAS
 RN0293  USGS QUAD   -  FROGNER (1981)
 RN0293
 RN0293                         *CURRENT SURVEY CONTROL
 RN0293  ___________________________________________________________________
 RN0293* NAD 83(1986)-  46 35 38.     (N)    092 16 16.     (W)     SCALED    
 RN0293* NAVD 88     -       258.506  (meters)     848.12   (feet)  ADJUSTED  
 RN0293  ___________________________________________________________________
 RN0293  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 RN0293  DYNAMIC HT  -         258.526 (meters)     848.18  (feet)  COMP
 RN0293  MODELED GRAV-     980,686.1   (mgal)                       NAVD 88
 RN0293
 RN0293  VERT ORDER  -  SECOND    CLASS 0
 RN0293
 RN0293.The horizontal coordinates were scaled from a topographic map and have
 RN0293.an estimated accuracy of +/- 6 seconds.
 RN0293
 RN0293.The orthometric height was determined by differential leveling
 RN0293.and adjusted by the National Geodetic Survey in June 1991..
 RN0293
 RN0293.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0293.See file dsdata.txt to determine how the superseded data were derived.
 RN0293
 RN0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM558602(NAD 83)
 RN0293_MARKER: DB = BENCH MARK DISK
 RN0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0293_STAMPING: C 136 1935
 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 = OCTOBER  7, 2006
 NG0333 ***********************************************************************
 NG0333  DESIGNATION -  C 137
 NG0333  PID         -  NG0333
 NG0333  STATE/COUNTY-  WI/MILWAUKEE
 NG0333  USGS QUAD   -  GREENDALE (1976)
 NG0333
 NG0333                         *CURRENT SURVEY CONTROL
 NG0333  ___________________________________________________________________
 NG0333* NAD 83(1986)-  42 52 37.     (N)    087 54 42.     (W)     SCALED    
 NG0333* NAVD 88     -       206.987  (meters)     679.09   (feet)  ADJUSTED  
 NG0333  ___________________________________________________________________
 NG0333  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 NG0333  DYNAMIC HT  -         206.929 (meters)     678.90  (feet)  COMP
 NG0333  MODELED GRAV-     980,337.6   (mgal)                       NAVD 88
 NG0333
 NG0333  VERT ORDER  -  FIRST     CLASS 0
 NG0333
 NG0333.The horizontal coordinates were scaled from a topographic map and have
 NG0333.an estimated accuracy of +/- 6 seconds.
 NG0333
 NG0333.The orthometric height was determined by differential leveling
 NG0333.and adjusted by the National Geodetic Survey in June 1991..
 NG0333
 NG0333.The geoid height was determined by GEOID03.
 NG0333
 NG0333.The dynamic height is computed by dividing the NAVD 88
 NG0333.geopotential number by the normal gravity value computed on the
 NG0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0333.degrees latitude (g = 980.6199 gals.).
 NG0333
 NG0333.The modeled gravity was interpolated from observed gravity values.
 NG0333
 NG0333;                    North         East    Units  Estimated Accuracy
 NG0333;SPC WI S     -    99,560.      770,600.      MT  (+/- 180 meters Scaled)
 NG0333
 NG0333                          SUPERSEDED SURVEY CONTROL
 NG0333
 NG0333.No superseded survey control is available for this station.
 NG0333
 NG0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN255475(NAD 83)
 NG0333_MARKER: DB = BENCH MARK DISK
 NG0333_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NG0333_SP_SET: BRIDGE WALKWAY
 NG0333_STAMPING: C 137 1972
 NG0333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0333
 NG0333  HISTORY     - Date     Condition        Report By
 NG0333  HISTORY     - 1972     MONUMENTED       NGS
 NG0333  HISTORY     - 1990     GOOD             USPSQD
 NG0333  HISTORY     - 20041226 GOOD             GEOCAC
 NG0333  HISTORY     - 20060704 GOOD             USPSQD
 NG0333
 NG0333                          STATION DESCRIPTION
 NG0333
 NG0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 NG0333'0.6 MI S FROM OAK CREEK.
 NG0333'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 38 FROM THE POST OFFICE
 NG0333'AT OAK CREEK, ABOUT 0.6 MILE NORTH OF THE INTERSECTION OF THE
 NG0333'HIGHWAY AND RYAN ROAD, SET ON THE TOP OF THE NORTH END OF THE
 NG0333'WEST WALKWAY FOR A 110 FOOT CONCRETE BRIDGE OVER OAK CREEK, 5.3
 NG0333'FEET WEST OF THE WEST CURB OF THE SOUTHBOUND LANE OF THE HIGHWAY,
 NG0333'11.8 FEET SOUTH OF THE NORTH END OF THE CONCRETE GUARD RAILING
 NG0333'OF THE BRIDGE AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.  SEC 20,
 NG0333'T5N, R22E.
 NG0333
 NG0333                          STATION RECOVERY (1990)
 NG0333
 NG0333'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCB)
 NG0333'RECOVERED IN GOOD CONDITION.
 NG0333
 NG0333                          STATION RECOVERY (2004)
 NG0333
 NG0333'RECOVERY NOTE BY GEOCACHING 2004 (CZ)
 NG0333'RECOVERED IN GOOD CONDITION.
 NG0333
 NG0333                          STATION RECOVERY (2006)
 NG0333
 NG0333'RECOVERY NOTE BY US POWER SQUADRON 2006
 NG0333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0367 ***********************************************************************
 NG0367  DESIGNATION -  C 138
 NG0367  PID         -  NG0367
 NG0367  STATE/COUNTY-  WI/RACINE
 NG0367  USGS QUAD   -  RACINE SOUTH (1976)
 NG0367
 NG0367                         *CURRENT SURVEY CONTROL
 NG0367  ___________________________________________________________________
 NG0367* NAD 83(1986)-  42 43 12.     (N)    087 47 37.     (W)     SCALED    
 NG0367* NAVD 88     -       191.796  (meters)     629.25   (feet)  ADJUSTED  
 NG0367  ___________________________________________________________________
 NG0367  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 NG0367  DYNAMIC HT  -         191.741 (meters)     629.07  (feet)  COMP
 NG0367  MODELED GRAV-     980,332.8   (mgal)                       NAVD 88
 NG0367
 NG0367  VERT ORDER  -  FIRST     CLASS 0
 NG0367
 NG0367.The horizontal coordinates were scaled from a topographic map and have
 NG0367.an estimated accuracy of +/- 6 seconds.
 NG0367
 NG0367.The orthometric height was determined by differential leveling
 NG0367.and adjusted by the National Geodetic Survey in June 1991..
 NG0367
 NG0367.The geoid height was determined by GEOID03.
 NG0367
 NG0367.The dynamic height is computed by dividing the NAVD 88
 NG0367.geopotential number by the normal gravity value computed on the
 NG0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0367.degrees latitude (g = 980.6199 gals.).
 NG0367
 NG0367.The modeled gravity was interpolated from observed gravity values.
 NG0367
 NG0367;                    North         East    Units  Estimated Accuracy
 NG0367;SPC WI S     -    82,380.      780,710.      MT  (+/- 180 meters Scaled)
 NG0367
 NG0367                          SUPERSEDED SURVEY CONTROL
 NG0367
 NG0367  NGVD 29 (??/??/92)  191.86   (m)          629.5    (f) COMPUTED    1 0
 NG0367
 NG0367.Superseded values are not recommended for survey control.
 NG0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0367.See file dsdata.txt to determine how the superseded data were derived.
 NG0367
 NG0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN350300(NAD 83)
 NG0367_MARKER: DB = BENCH MARK DISK
 NG0367_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NG0367_SP_SET: TRAFFIC SIGNAL FOUNDATION
 NG0367_STAMPING: C 138 1972
 NG0367_MARK LOGO: CGS   
 NG0367_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NG0367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NG0367_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NG0367+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2001
 NG0367
 NG0367  HISTORY     - Date     Condition        Report By
 NG0367  HISTORY     - 1972     MONUMENTED       NGS
 NG0367  HISTORY     - 1990     GOOD             USPSQD
 NG0367  HISTORY     - 20010301 GOOD             WIDT
 NG0367  HISTORY     - 20030913 MARK NOT FOUND   USPSQD
 NG0367  HISTORY     - 20031018 MARK NOT FOUND   USPSQD
 NG0367
 NG0367                          STATION DESCRIPTION
 NG0367
 NG0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 NG0367'AT RACINE.
 NG0367'AT RACINE, ABOUT 0.45 MILES SOUTHWEST ALONG WASHINGTON AVE.
 NG0367'FROM THE CITY HALL, IN A TRIANGLE FORMED BY WASHINGTON AVE.,
 NG0367'RACINE STREET, AND 11TH STREET, SET IN THE TOP OF A ROUND
 NG0367'CONCRETE BASE (2.5 FEET IN DIAMETER AND 2 FEET HIGH) FOR A
 NG0367'SIGNAL BRIDGE OVER WASHINGTON AVE., 12.0 FEET NORTH OF THE NORTH
 NG0367'CURBLINE OF 11TH STREET, 7.0 FEET SOUTHWEST OF THE SOUTHWEST
 NG0367'CURB OF RACINE STREET, 3.5 FEET SOUTHEAST OF THE SOUTHEAST
 NG0367'CURBLINE OF WASHINGTON AVE, ABOUT 2 FEET ABOVE THE SIDEWALK.
 NG0367'SEC 16, T3N, R23E
 NG0367
 NG0367                          STATION RECOVERY (1990)
 NG0367
 NG0367'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCB)
 NG0367'RECOVERED IN GOOD CONDITION.
 NG0367
 NG0367                          STATION RECOVERY (2001)
 NG0367
 NG0367'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 NG0367'THE STATION IS LOCATED IN RACINE.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 NG0367'TRANSPORTATION.  THE STATION IS AT THE JUNCTION OF STATE HIGHWAY 20
 NG0367'WITH STATE HIGHWAY 32 IN THE CITY OF RACINE, IN A CONCRETE TRIANGLE
 NG0367'FORMED BY THE INTERSECTION.  THE STATION IS A BRONZE US COAST AND
 NG0367'GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP OF A 75-CM DIAMETER
 NG0367'CONCRETE TRAFFIC SIGNAL FOUNDATION AND ABOUT 0.5 M ABOVE THE HIGHWAY
 NG0367'PAVEMENT.  THE STATION IS 6.5 M SOUTHEAST OF THE EASTBOUND LANES OF
 NG0367'STATE HIGHWAY 20, 3.8 M NORTH OF THE NORTH CURB OF 11TH STREET, 2.7 M
 NG0367'WEST OF THE NORTHWEST CORNER OF A YELOW UTILITY BOX, 2.3 M SOUTHWEST
 NG0367'OF THE SOUTHWEST CURB OF STATE HIGHWAY 32, 1.0 M NORTHEAST OF THE
 NG0367'CENTER OF A METAL STREET LIGHT AND 0.3 M SOUTHEAST OF THE CENTER OF A
 NG0367'TRAFFIC SIGNAL POLE. ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 NG0367'OBSERVATIONS DUE TO TRAFFIC SIGNAL POLES EXTENDING TO 90 DEGREES
 NG0367'ABOVE THE HORIZON.
 NG0367
 NG0367                          STATION RECOVERY (2003)
 NG0367
 NG0367'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMB)
 NG0367'NO BRIDGE
 NG0367
 NG0367                          STATION RECOVERY (2003)
 NG0367
 NG0367'RECOVERY NOTE BY US POWER SQUADRON 2003 (RVW)
 NG0367'UNRECOVERABLE DUE TO AREA RECONSTRUCTED IN 2002.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0232 ***********************************************************************
 QM0232  DESIGNATION -  C 14
 QM0232  PID         -  QM0232
 QM0232  STATE/COUNTY-  WI/ONEIDA
 QM0232  USGS QUAD   -  RHINELANDER (1982)
 QM0232
 QM0232                         *CURRENT SURVEY CONTROL
 QM0232  ___________________________________________________________________
 QM0232* NAD 83(1986)-  45 39 04.     (N)    089 27 01.     (W)     SCALED    
 QM0232* NAVD 88     -       485.909  (meters)    1594.19   (feet)  ADJUSTED  
 QM0232  ___________________________________________________________________
 QM0232  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 QM0232  DYNAMIC HT  -         485.887 (meters)    1594.11  (feet)  COMP
 QM0232  MODELED GRAV-     980,554.7   (mgal)                       NAVD 88
 QM0232
 QM0232  VERT ORDER  -  FIRST     CLASS II
 QM0232
 QM0232.The horizontal coordinates were scaled from a topographic map and have
 QM0232.an estimated accuracy of +/- 6 seconds.
 QM0232
 QM0232.The orthometric height was determined by differential leveling
 QM0232.and adjusted by the National Geodetic Survey in June 1991..
 QM0232
 QM0232.The geoid height was determined by GEOID03.
 QM0232
 QM0232.The dynamic height is computed by dividing the NAVD 88
 QM0232.geopotential number by the normal gravity value computed on the
 QM0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0232.degrees latitude (g = 980.6199 gals.).
 QM0232
 QM0232.The modeled gravity was interpolated from observed gravity values.
 QM0232
 QM0232;                    North         East    Units  Estimated Accuracy
 QM0232;SPC WI N     -    53,990.      642,850.      MT  (+/- 180 meters Scaled)
 QM0232
 QM0232                          SUPERSEDED SURVEY CONTROL
 QM0232
 QM0232  NGVD 29 (??/??/92)  485.903  (m)         1594.17   (f) ADJ UNCH    1 2
 QM0232
 QM0232.Superseded values are not recommended for survey control.
 QM0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0232.See file dsdata.txt to determine how the superseded data were derived.
 QM0232
 QM0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR090582(NAD 83)
 QM0232_MARKER: DB = BENCH MARK DISK
 QM0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0232+STABILITY: SURFACE MOTION
 QM0232
 QM0232  HISTORY     - Date     Condition        Report By
 QM0232  HISTORY     - UNK      MONUMENTED       CGS
 QM0232  HISTORY     - 1934     GOOD             NGS
 QM0232  HISTORY     - 1964     MARK NOT FOUND   NGS
 QM0232  HISTORY     - 20051004 MARK NOT FOUND   WIDT
 QM0232
 QM0232                          STATION DESCRIPTION
 QM0232
 QM0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QM0232'2.3 MI NW FROM RHINELANDER.
 QM0232'ALONG THE C. AND N.W. R.R. 2.3 MILES N.W. OF RHINELANDER, MARK
 QM0232'IS 10 YDS. S.W. OF CENTER OF TRACK AND 12 YDS. S.E. OF CENTER
 QM0232'OF STATE HI-WAY 47, AT CROSSING OF HI-WAY 47.
 QM0232
 QM0232                          STATION RECOVERY (1964)
 QM0232
 QM0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 QM0232'MARK NOT FOUND.
 QM0232
 QM0232                          STATION RECOVERY (2005)
 QM0232
 QM0232'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0232'MARK NOT FOUND.   NOTE THE ORIGINAL DESCRIPTIONS PLACE THE LOCATION OF
 QM0232'THE STATION IN THE RECONSTRUCTED INTERSECTION OF LARSEN DRIVE AND
 QM0232'STATE HIGHWAY 47, THE STATION WAS MOST LIKELY DISTURBED DURING ROAD
 QM0232'CONSTRUCTION OVER THE YEARS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0306 ***********************************************************************
 ON0306  DESIGNATION -  C 145
 ON0306  PID         -  ON0306
 ON0306  STATE/COUNTY-  WI/LA CROSSE
 ON0306  USGS QUAD   -  LA CROSSE (1993)
 ON0306
 ON0306                         *CURRENT SURVEY CONTROL
 ON0306  ___________________________________________________________________
 ON0306* NAD 83(1986)-  43 49 56.     (N)    091 14 57.     (W)     SCALED    
 ON0306* NAVD 88     -       198.140  (meters)     650.06   (feet)  ADJUSTED  
 ON0306  ___________________________________________________________________
 ON0306  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 ON0306  DYNAMIC HT  -         198.104 (meters)     649.95  (feet)  COMP
 ON0306  MODELED GRAV-     980,435.2   (mgal)                       NAVD 88
 ON0306
 ON0306  VERT ORDER  -  SECOND    CLASS 0
 ON0306
 ON0306.The horizontal coordinates were scaled from a topographic map and have
 ON0306.an estimated accuracy of +/- 6 seconds.
 ON0306
 ON0306.The orthometric height was determined by differential leveling
 ON0306.and adjusted by the National Geodetic Survey in June 1991..
 ON0306
 ON0306.The geoid height was determined by GEOID03.
 ON0306
 ON0306.The dynamic height is computed by dividing the NAVD 88
 ON0306.geopotential number by the normal gravity value computed on the
 ON0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0306.degrees latitude (g = 980.6199 gals.).
 ON0306
 ON0306.The modeled gravity was interpolated from observed gravity values.
 ON0306
 ON0306;                    North         East    Units  Estimated Accuracy
 ON0306;SPC WI S     -   204,300.      499,540.      MT  (+/- 180 meters Scaled)
 ON0306
 ON0306                          SUPERSEDED SURVEY CONTROL
 ON0306
 ON0306  NGVD 29 (??/??/92)  198.158  (m)          650.12   (f) ADJ UNCH    2 0
 ON0306
 ON0306.Superseded values are not recommended for survey control.
 ON0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0306.See file dsdata.txt to determine how the superseded data were derived.
 ON0306
 ON0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ407547(NAD 83)
 ON0306_MARKER: DB = BENCH MARK DISK
 ON0306_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ON0306_SP_SET: CONCRETE BASE
 ON0306_STAMPING: C 145 1956
 ON0306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0306
 ON0306  HISTORY     - Date     Condition        Report By
 ON0306  HISTORY     - 1956     MONUMENTED       CGS
 ON0306  HISTORY     - 1965     GOOD             NGS
 ON0306  HISTORY     - 1985     MARK NOT FOUND   NGS
 ON0306
 ON0306                          STATION DESCRIPTION
 ON0306
 ON0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 ON0306'1.3 MI N FROM NORTH LA CROSSE.
 ON0306'1.3 MILES NORTH FROM THE POST OFFICE AT LA CROSSE, LA CROSSE
 ON0306'COUNTY, AT NORTH LA CROSSE, AT THE CROSSING OF THE MILWAUKEE
 ON0306'ROAD AND COPELAND AVENUE, IN THE CENTER OF COPELAND AVENUE,
 ON0306'12.4 FEET NORTH OF THE NORTH RAIL, 45 FEET SOUTH OF THE CENTER
 ON0306'OF THE INTERSECTION OF ISLAND STREET AND COPELAND AVENUE, IN
 ON0306'THE CONCRETE BASE OF A RAILROAD SIGNAL, AND 1.3 FEET ABOVE THE
 ON0306'LEVEL OF THE STREET.  A STANDARD DISK, STAMPED C 145 1956.
 ON0306
 ON0306                          STATION RECOVERY (1965)
 ON0306
 ON0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 ON0306'RECOVERED IN GOOD CONDITION.
 ON0306
 ON0306                          STATION RECOVERY (1985)
 ON0306
 ON0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ON0306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON1332 ***********************************************************************
 ON1332  DESIGNATION -  C 145 RESET
 ON1332  PID         -  ON1332
 ON1332  STATE/COUNTY-  WI/LA CROSSE
 ON1332  USGS QUAD   -  LA CROSSE (1993)
 ON1332
 ON1332                         *CURRENT SURVEY CONTROL
 ON1332  ___________________________________________________________________
 ON1332* NAD 83(1986)-  43 49 56.     (N)    091 14 57.     (W)     SCALED    
 ON1332* NAVD 88     -       206.64   (meters)     678.0    (feet)  RESET     
 ON1332  ___________________________________________________________________
 ON1332  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 ON1332
 ON1332  VERT ORDER  -  THIRD
 ON1332
 ON1332.The horizontal coordinates were scaled from a topographic map and have
 ON1332.an estimated accuracy of +/- 6 seconds.
 ON1332
 ON1332.The orthometric height was computed from unverified reset data.
 ON1332.No vertical observational check was made to the station.
 ON1332
 ON1332.The geoid height was determined by GEOID03.
 ON1332
 ON1332;                    North         East    Units  Estimated Accuracy
 ON1332;SPC WI S     -   204,300.      499,540.      MT  (+/- 180 meters Scaled)
 ON1332
 ON1332                          SUPERSEDED SURVEY CONTROL
 ON1332
 ON1332  NGVD 29 (09/01/04)  206.66   (m)          678.0    (f) RESET       3  
 ON1332
 ON1332.Superseded values are not recommended for survey control.
 ON1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1332.See file dsdata.txt to determine how the superseded data were derived.
 ON1332
 ON1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ407547(NAD 83)
 ON1332_MARKER: DV = VERTICAL CONTROL DISK
 ON1332_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 ON1332_SP_SET: PARAPET WALL
 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 SUITABLE FOR
 ON1332+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2003
 ON1332
 ON1332  HISTORY     - Date     Condition        Report By
 ON1332  HISTORY     - 1983     MONUMENTED       LOCENG
 ON1332  HISTORY     - 20030520 GOOD             USPSQD
 ON1332
 ON1332                          STATION DESCRIPTION
 ON1332
 ON1332'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0394 ***********************************************************************
 RM0394  DESIGNATION -  C 146
 RM0394  PID         -  RM0394
 RM0394  STATE/COUNTY-  WI/WASHBURN
 RM0394  USGS QUAD   -  MINONG (1982)
 RM0394
 RM0394                         *CURRENT SURVEY CONTROL
 RM0394  ___________________________________________________________________
 RM0394* NAD 83(1986)-  46 05 56.     (N)    091 45 55.     (W)     SCALED    
 RM0394* NAVD 88     -       335.121  (meters)    1099.48   (feet)  ADJUSTED  
 RM0394  ___________________________________________________________________
 RM0394  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 RM0394  DYNAMIC HT  -         335.149 (meters)    1099.57  (feet)  COMP
 RM0394  MODELED GRAV-     980,689.0   (mgal)                       NAVD 88
 RM0394
 RM0394  VERT ORDER  -  FIRST     CLASS II
 RM0394
 RM0394.The horizontal coordinates were scaled from a topographic map and have
 RM0394.an estimated accuracy of +/- 6 seconds.
 RM0394
 RM0394.The orthometric height was determined by differential leveling
 RM0394.and adjusted by the National Geodetic Survey in June 1991..
 RM0394
 RM0394.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 RM0394
 RM0394.No superseded survey control is available for this station.
 RM0394
 RM0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM954057(NAD 83)
 RM0394_MARKER: DB = BENCH MARK DISK
 RM0394_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0394_SP_SET: STAINLESS STEEL ROD
 RM0394_STAMPING: C 146 1979
 RM0394_PROJECTION: FLUSH
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0333 ***********************************************************************
 QN0333  DESIGNATION -  C 147
 QN0333  PID         -  QN0333
 QN0333  STATE/COUNTY-  WI/SAWYER
 QN0333  USGS QUAD   -  HAUER (1971)
 QN0333
 QN0333                         *CURRENT SURVEY CONTROL
 QN0333  ___________________________________________________________________
 QN0333* NAD 83(1986)-  45 48 41.     (N)    091 23 50.     (W)     SCALED    
 QN0333* NAVD 88     -       395.267  (meters)    1296.81   (feet)  ADJUSTED  
 QN0333  ___________________________________________________________________
 QN0333  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 QN0333  DYNAMIC HT  -         395.250 (meters)    1296.75  (feet)  COMP
 QN0333  MODELED GRAV-     980,560.7   (mgal)                       NAVD 88
 QN0333
 QN0333  VERT ORDER  -  FIRST     CLASS II
 QN0333
 QN0333.The horizontal coordinates were scaled from a topographic map and have
 QN0333.an estimated accuracy of +/- 6 seconds.
 QN0333
 QN0333.The orthometric height was determined by differential leveling
 QN0333.and adjusted by the National Geodetic Survey in June 1991..
 QN0333
 QN0333.The geoid height was determined by GEOID03.
 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     -    72,610.      491,410.      MT  (+/- 180 meters Scaled)
 QN0333
 QN0333                          SUPERSEDED SURVEY CONTROL
 QN0333
 QN0333.No superseded survey control is available for this station.
 QN0333
 QN0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL245743(NAD 83)
 QN0333_MARKER: DB = BENCH MARK DISK
 QN0333_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0333_SP_SET: STAINLESS STEEL ROD
 QN0333_STAMPING: C 147 1979
 QN0333_PROJECTION: FLUSH
 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 = OCTOBER  7, 2006
 QN0303 ***********************************************************************
 QN0303  DESIGNATION -  C 148
 QN0303  PID         -  QN0303
 QN0303  STATE/COUNTY-  WI/RUSK
 QN0303  USGS QUAD   -  CRANE (1972)
 QN0303
 QN0303                         *CURRENT SURVEY CONTROL
 QN0303  ___________________________________________________________________
 QN0303* NAD 83(1986)-  45 30 30.     (N)    091 11 13.     (W)     SCALED    
 QN0303* NAVD 88     -       340.996  (meters)    1118.75   (feet)  ADJUSTED  
 QN0303  ___________________________________________________________________
 QN0303  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 QN0303  DYNAMIC HT  -         340.978 (meters)    1118.69  (feet)  COMP
 QN0303  MODELED GRAV-     980,553.9   (mgal)                       NAVD 88
 QN0303
 QN0303  VERT ORDER  -  FIRST     CLASS II
 QN0303
 QN0303.The horizontal coordinates were scaled from a topographic map and have
 QN0303.an estimated accuracy of +/- 6 seconds.
 QN0303
 QN0303.The orthometric height was determined by differential leveling
 QN0303.and adjusted by the National Geodetic Survey in June 1991..
 QN0303
 QN0303.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 QN0303
 QN0303.No superseded survey control is available for this station.
 QN0303
 QN0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL416410(NAD 83)
 QN0303_MARKER: DB = BENCH MARK DISK
 QN0303_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0303_SP_SET: STAINLESS STEEL ROD
 QN0303_STAMPING: C 148 1979
 QN0303_PROJECTION: FLUSH
 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 = OCTOBER  7, 2006
 QN0366 ***********************************************************************
 QN0366  DESIGNATION -  C 149
 QN0366  PID         -  QN0366
 QN0366  STATE/COUNTY-  WI/BARRON
 QN0366  USGS QUAD   -  RICE LAKE SOUTH (1978)
 QN0366
 QN0366                         *CURRENT SURVEY CONTROL
 QN0366  ___________________________________________________________________
 QN0366* NAD 83(1986)-  45 24 28.     (N)    091 37 43.     (W)     SCALED    
 QN0366* NAVD 88     -       349.174  (meters)    1145.58   (feet)  ADJUSTED  
 QN0366  ___________________________________________________________________
 QN0366  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 QN0366  DYNAMIC HT  -         349.150 (meters)    1145.50  (feet)  COMP
 QN0366  MODELED GRAV-     980,537.6   (mgal)                       NAVD 88
 QN0366
 QN0366  VERT ORDER  -  FIRST     CLASS II
 QN0366
 QN0366.The horizontal coordinates were scaled from a topographic map and have
 QN0366.an estimated accuracy of +/- 6 seconds.
 QN0366
 QN0366.The orthometric height was determined by differential leveling
 QN0366.and adjusted by the National Geodetic Survey in June 1991..
 QN0366
 QN0366.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 QN0366
 QN0366.No superseded survey control is available for this station.
 QN0366
 QN0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL073291(NAD 83)
 QN0366_MARKER: DB = BENCH MARK DISK
 QN0366_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QN0366_SP_SET: HEADWALL
 QN0366_STAMPING: C 149 1980
 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 - September 27, 2005
 QN0366
 QN0366  HISTORY     - Date     Condition        Report By
 QN0366  HISTORY     - 1980     MONUMENTED       NGS
 QN0366  HISTORY     - 20050927 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0037 ***********************************************************************
 QN0037  DESIGNATION -  C 15
 QN0037  PID         -  QN0037
 QN0037  STATE/COUNTY-  WI/PRICE
 QN0037  USGS QUAD   -  PARK FALLS (1984)
 QN0037
 QN0037                         *CURRENT SURVEY CONTROL
 QN0037  ___________________________________________________________________
 QN0037* NAD 83(1986)-  45 52 45.     (N)    090 25 12.     (W)     SCALED    
 QN0037* NAVD 88     -       443.278  (meters)    1454.32   (feet)  ADJUSTED  
 QN0037  ___________________________________________________________________
 QN0037  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 QN0037  DYNAMIC HT  -         443.266 (meters)    1454.28  (feet)  COMP
 QN0037  MODELED GRAV-     980,574.3   (mgal)                       NAVD 88
 QN0037
 QN0037  VERT ORDER  -  SECOND    CLASS 0
 QN0037
 QN0037.The horizontal coordinates were scaled from a topographic map and have
 QN0037.an estimated accuracy of +/- 6 seconds.
 QN0037
 QN0037.The orthometric height was determined by differential leveling
 QN0037.and adjusted by the National Geodetic Survey in June 1991..
 QN0037
 QN0037.The geoid height was determined by GEOID03.
 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     -    79,280.      567,400.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0037.See file dsdata.txt to determine how the superseded data were derived.
 QN0037
 QN0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL002838(NAD 83)
 QN0037_MARKER: DB = BENCH MARK DISK
 QN0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0037_STAMPING: C 15 1934
 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 = OCTOBER  7, 2006
 RM0401 ***********************************************************************
 RM0401  DESIGNATION -  C 150
 RM0401  PID         -  RM0401
 RM0401  STATE/COUNTY-  WI/WASHBURN
 RM0401  USGS QUAD   -  GORDON (1982)
 RM0401
 RM0401                         *CURRENT SURVEY CONTROL
 RM0401  ___________________________________________________________________
 RM0401* NAD 83(1986)-  46 08 15.     (N)    091 48 57.     (W)     SCALED    
 RM0401* NAVD 88     -       315.720  (meters)    1035.82   (feet)  ADJUSTED  
 RM0401  ___________________________________________________________________
 RM0401  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 RM0401  DYNAMIC HT  -         315.750 (meters)    1035.92  (feet)  COMP
 RM0401  MODELED GRAV-     980,699.2   (mgal)                       NAVD 88
 RM0401
 RM0401  VERT ORDER  -  FIRST     CLASS II
 RM0401
 RM0401.The horizontal coordinates were scaled from a topographic map and have
 RM0401.an estimated accuracy of +/- 6 seconds.
 RM0401
 RM0401.The orthometric height was determined by differential leveling
 RM0401.and adjusted by the National Geodetic Survey in June 1991..
 RM0401
 RM0401.The geoid height was determined by GEOID03.
 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     -   109,510.      459,710.      MT  (+/- 180 meters Scaled)
 RM0401
 RM0401                          SUPERSEDED SURVEY CONTROL
 RM0401
 RM0401.No superseded survey control is available for this station.
 RM0401
 RM0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM914100(NAD 83)
 RM0401_MARKER: DB = BENCH MARK DISK
 RM0401_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0401_SP_SET: STAINLESS STEEL ROD
 RM0401_STAMPING: C 150 1979
 RM0401_PROJECTION: FLUSH
 RM0401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0434 ***********************************************************************
 RM0434  DESIGNATION -  C 151
 RM0434  PID         -  RM0434
 RM0434  STATE/COUNTY-  WI/DOUGLAS
 RM0434  USGS QUAD   -  BENNETT (1981)
 RM0434
 RM0434                         *CURRENT SURVEY CONTROL
 RM0434  ___________________________________________________________________
 RM0434* NAD 83(1986)-  46 29 18.     (N)    091 49 50.     (W)     SCALED    
 RM0434* NAVD 88     -       361.679  (meters)    1186.61   (feet)  ADJUSTED  
 RM0434  ___________________________________________________________________
 RM0434  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 RM0434  DYNAMIC HT  -         361.721 (meters)    1186.75  (feet)  COMP
 RM0434  MODELED GRAV-     980,719.0   (mgal)                       NAVD 88
 RM0434
 RM0434  VERT ORDER  -  FIRST     CLASS II
 RM0434
 RM0434.The horizontal coordinates were scaled from a topographic map and have
 RM0434.an estimated accuracy of +/- 6 seconds.
 RM0434
 RM0434.The orthometric height was determined by differential leveling
 RM0434.and adjusted by the National Geodetic Survey in June 1991..
 RM0434
 RM0434.The geoid height was determined by GEOID03.
 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     -   148,520.      459,470.      MT  (+/- 180 meters Scaled)
 RM0434
 RM0434                          SUPERSEDED SURVEY CONTROL
 RM0434
 RM0434.No superseded survey control is available for this station.
 RM0434
 RM0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM897489(NAD 83)
 RM0434_MARKER: DB = BENCH MARK DISK
 RM0434_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0434_SP_SET: STAINLESS STEEL ROD
 RM0434_STAMPING: C 151 1979
 RM0434_PROJECTION: FLUSH
 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 = OCTOBER  7, 2006
 RN1090 ***********************************************************************
 RN1090  DESIGNATION -  C 152
 RN1090  PID         -  RN1090
 RN1090  STATE/COUNTY-  WI/DOUGLAS
 RN1090  USGS QUAD   -  SUPERIOR (1994)
 RN1090
 RN1090                         *CURRENT SURVEY CONTROL
 RN1090  ___________________________________________________________________
 RN1090* NAD 83(1986)-  46 40 09.     (N)    092 04 01.     (W)     SCALED    
 RN1090* NAVD 88     -       194.219  (meters)     637.20   (feet)  ADJUSTED  
 RN1090  ___________________________________________________________________
 RN1090  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 RN1090  DYNAMIC HT  -         194.241 (meters)     637.27  (feet)  COMP
 RN1090  MODELED GRAV-     980,727.7   (mgal)                       NAVD 88
 RN1090
 RN1090  VERT ORDER  -  FIRST     CLASS II
 RN1090
 RN1090.The horizontal coordinates were scaled from a topographic map and have
 RN1090.an estimated accuracy of +/- 6 seconds.
 RN1090
 RN1090.The orthometric height was determined by differential leveling
 RN1090.and adjusted by the National Geodetic Survey in June 1991..
 RN1090
 RN1090.The geoid height was determined by GEOID03.
 RN1090
 RN1090.The dynamic height is computed by dividing the NAVD 88
 RN1090.geopotential number by the normal gravity value computed on the
 RN1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN1090.degrees latitude (g = 980.6199 gals.).
 RN1090
 RN1090.The modeled gravity was interpolated from observed gravity values.
 RN1090
 RN1090;                    North         East    Units  Estimated Accuracy
 RN1090;SPC WI N     -   169,060.      441,850.      MT  (+/- 180 meters Scaled)
 RN1090
 RN1090                          SUPERSEDED SURVEY CONTROL
 RN1090
 RN1090.No superseded survey control is available for this station.
 RN1090
 RN1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM713688(NAD 83)
 RN1090_MARKER: DB = BENCH MARK DISK
 RN1090_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RN1090_SP_SET: STAINLESS STEEL ROD
 RN1090_STAMPING: C 152 1979
 RN1090_MARK LOGO: NGS   
 RN1090_PROJECTION: FLUSH
 RN1090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN1090_ROD/PIPE-DEPTH: 7.62 meters
 RN1090
 RN1090  HISTORY     - Date     Condition        Report By
 RN1090  HISTORY     - 1979     MONUMENTED       NGS
 RN1090  HISTORY     - 1982     GOOD             NGS
 RN1090  HISTORY     - 20031025 MARK NOT FOUND   USPSQD
 RN1090
 RN1090                          STATION DESCRIPTION
 RN1090
 RN1090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RN1090'4.7 MI SOUTH FROM SUPERIOR.
 RN1090'2.5 MILES SOUTH ALONG HILL AVENUE FROM THE JUNCTION OF BELKNAP STREET
 RN1090'IN SUPERIOR, THENCE 0.7 MILE NORTHEAST ALONG STINSON AVENUE, THENCE
 RN1090'1.5 MILES SOUTH ALONG BARDON AVENUE, AT THE JUNCTION OF COUNTY ROAD A,
 RN1090'38.3 FT. NORTHEAST OF THE SOUTHEAST END OF A CULVERT UNDER THE AVENUE,
 RN1090'27.9 FT. EAST OF THE CENTERLINE OF THE AVENUE, 8.6 FT. NORTHEAST OF A
 RN1090'POWERLINE JUNCTION POLE, 6.8 FT. SOUTH OF THE EXTENDED CENTERLINE OF
 RN1090'COUNTY ROAD A.  DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD
 RN1090'THROUGH A 4-INCH PLASTIC SCREW PLUG.
 RN1090'THE MARK IS 1 FT  W FROM A WITNESS POST.
 RN1090'THE MARK IS 4 FT ABOVE BARDON AVENUE.
 RN1090
 RN1090                          STATION RECOVERY (1982)
 RN1090
 RN1090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RN1090'RECOVERED IN GOOD CONDITION.
 RN1090
 RN1090                          STATION RECOVERY (2003)
 RN1090
 RN1090'RECOVERY NOTE BY US POWER SQUADRON 2003 (TN)
 RN1090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO1389 ***********************************************************************
 QO1389  DESIGNATION -  C 153
 QO1389  PID         -  QO1389
 QO1389  STATE/COUNTY-  WI/POLK
 QO1389  USGS QUAD   -  FOREST (1975)
 QO1389
 QO1389                         *CURRENT SURVEY CONTROL
 QO1389  ___________________________________________________________________
 QO1389* NAD 83(1997)-  45 12 33.75020(N)    092 17 03.29845(W)     ADJUSTED  
 QO1389* NAVD 88     -       347.354  (meters)    1139.61   (feet)  ADJUSTED  
 QO1389  ___________________________________________________________________
 QO1389  X           -    -179,410.067 (meters)                     COMP
 QO1389  Y           -  -4,497,754.107 (meters)                     COMP
 QO1389  Z           -   4,503,996.849 (meters)                     COMP
 QO1389  LAPLACE CORR-          -7.63  (seconds)                    DEFLEC99
 QO1389  ELLIP HEIGHT-         317.21  (meters)          (06/17/02) GPS OBS
 QO1389  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 QO1389  DYNAMIC HT  -         347.309 (meters)    1139.46  (feet)  COMP
 QO1389  MODELED GRAV-     980,478.8   (mgal)                       NAVD 88
 QO1389
 QO1389  HORZ ORDER  -  FIRST
 QO1389  VERT ORDER  -  FIRST     CLASS II
 QO1389  ELLP ORDER  -  SECOND    CLASS I
 QO1389
 QO1389.The horizontal coordinates were established by GPS observations
 QO1389.and adjusted by the National Geodetic Survey in June 2002..
 QO1389
 QO1389.The orthometric height was determined by differential leveling
 QO1389.and adjusted by the National Geodetic Survey in June 1991..
 QO1389
 QO1389.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO1389
 QO1389.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO1389
 QO1389.The ellipsoidal height was determined by GPS observations
 QO1389.and is referenced to NAD 83.
 QO1389
 QO1389.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QO1389;SPC WI C     -   155,430.228   420,582.581   MT  0.99995759   -1 36 42.2
 QO1389;SPC WI C     -   509,940.67  1,379,861.35   sFT  0.99995759   -1 36 42.2
 QO1389;UTM  15      - 5,006,458.899   556,206.242   MT  0.99963884   +0 30 28.7
 QO1389
 QO1389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1389!SPC WI C     -   0.99995027  x   0.99995759  =   0.99990786
 QO1389!UTM  15      -   0.99995027  x   0.99963884  =   0.99958913
 QO1389
 QO1389                          SUPERSEDED SURVEY CONTROL
 QO1389
 QO1389  NAD 83(1991)-  45 12 33.74955(N)    092 17 03.29754(W) AD(       ) 1
 QO1389  ELLIP H (06/10/97)  317.23   (m)                       GP(       ) 2 1
 QO1389  NAVD 88 (06/10/97)  347.30   (m)         1139.4    (f) LEVELING    3  
 QO1389
 QO1389.Superseded values are not recommended for survey control.
 QO1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1389.See file dsdata.txt to determine how the superseded data were derived.
 QO1389
 QO1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL5620606459(NAD 83)
 QO1389_MARKER: I = METAL ROD
 QO1389_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QO1389_SP_SET: STAINLESS STEEL ROD
 QO1389_STAMPING: C 153 1980
 QO1389_MARK LOGO: NGS   
 QO1389_PROJECTION: FLUSH
 QO1389_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO1389_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QO1389+STABILITY: POSITION/ELEVATION WELL
 QO1389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1389+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO1360 ***********************************************************************
 QO1360  DESIGNATION -  C 154
 QO1360  PID         -  QO1360
 QO1360  STATE/COUNTY-  WI/ST CROIX
 QO1360  USGS QUAD   -  NEW RICHMOND SOUTH (1974)
 QO1360
 QO1360                         *CURRENT SURVEY CONTROL
 QO1360  ___________________________________________________________________
 QO1360* NAD 83(1986)-  45 03 53.     (N)    092 32 19.     (W)     SCALED    
 QO1360* NAVD 88     -       301.678  (meters)     989.76   (feet)  ADJUSTED  
 QO1360  ___________________________________________________________________
 QO1360  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 QO1360  DYNAMIC HT  -         301.643 (meters)     989.64  (feet)  COMP
 QO1360  MODELED GRAV-     980,492.7   (mgal)                       NAVD 88
 QO1360
 QO1360  VERT ORDER  -  FIRST     CLASS II
 QO1360
 QO1360.The horizontal coordinates were scaled from a topographic map and have
 QO1360.an estimated accuracy of +/- 6 seconds.
 QO1360
 QO1360.The orthometric height was determined by differential leveling
 QO1360.and adjusted by the National Geodetic Survey in June 1991..
 QO1360
 QO1360.The geoid height was determined by GEOID03.
 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     -   139,960.      400,110.      MT  (+/- 180 meters Scaled)
 QO1360
 QO1360                          SUPERSEDED SURVEY CONTROL
 QO1360
 QO1360.No superseded survey control is available for this station.
 QO1360
 QO1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK363902(NAD 83)
 QO1360_MARKER: I = METAL ROD
 QO1360_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QO1360_SP_SET: STAINLESS STEEL ROD
 QO1360_STAMPING: C 154 1980
 QO1360_PROJECTION: FLUSH
 QO1360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0421 ***********************************************************************
 RM0421  DESIGNATION -  C 155
 RM0421  PID         -  RM0421
 RM0421  STATE/COUNTY-  WI/DOUGLAS
 RM0421  USGS QUAD   -  SOLON SPRINGS (1982)
 RM0421
 RM0421                         *CURRENT SURVEY CONTROL
 RM0421  ___________________________________________________________________
 RM0421* NAD 83(1986)-  46 19 13.     (N)    091 48 42.     (W)     SCALED    
 RM0421* NAVD 88     -       333.552  (meters)    1094.33   (feet)  ADJUSTED  
 RM0421  ___________________________________________________________________
 RM0421  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 RM0421  DYNAMIC HT  -         333.587 (meters)    1094.44  (feet)  COMP
 RM0421  MODELED GRAV-     980,710.1   (mgal)                       NAVD 88
 RM0421
 RM0421  VERT ORDER  -  FIRST     CLASS II
 RM0421
 RM0421.The horizontal coordinates were scaled from a topographic map and have
 RM0421.an estimated accuracy of +/- 6 seconds.
 RM0421
 RM0421.The orthometric height was determined by differential leveling
 RM0421.and adjusted by the National Geodetic Survey in June 1991..
 RM0421
 RM0421.The geoid height was determined by GEOID03.
 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     -   129,810.      460,490.      MT  (+/- 180 meters Scaled)
 RM0421
 RM0421                          SUPERSEDED SURVEY CONTROL
 RM0421
 RM0421.No superseded survey control is available for this station.
 RM0421
 RM0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM914303(NAD 83)
 RM0421_MARKER: I = METAL ROD
 RM0421_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RM0421_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0206 ***********************************************************************
 RM0206  DESIGNATION -  C 16
 RM0206  PID         -  RM0206
 RM0206  STATE/COUNTY-  WI/ASHLAND
 RM0206  USGS QUAD   -  ASHLAND EAST (1975)
 RM0206
 RM0206                         *CURRENT SURVEY CONTROL
 RM0206  ___________________________________________________________________
 RM0206* NAD 83(1986)-  46 35 46.     (N)    090 51 33.     (W)     SCALED    
 RM0206* NAVD 88     -       201.574  (meters)     661.33   (feet)  ADJUSTED  
 RM0206  ___________________________________________________________________
 RM0206  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 RM0206  DYNAMIC HT  -         201.579 (meters)     661.35  (feet)  COMP
 RM0206  MODELED GRAV-     980,636.1   (mgal)                       NAVD 88
 RM0206
 RM0206  VERT ORDER  -  FIRST     CLASS II
 RM0206
 RM0206.The horizontal coordinates were scaled from a topographic map and have
 RM0206.an estimated accuracy of +/- 6 seconds.
 RM0206
 RM0206.The orthometric height was determined by differential leveling
 RM0206.and adjusted by the National Geodetic Survey in June 1991..
 RM0206
 RM0206.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0206.See file dsdata.txt to determine how the superseded data were derived.
 RM0206
 RM0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM639625(NAD 83)
 RM0206_MARKER: DB = BENCH MARK DISK
 RM0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0206_STAMPING: C 16 1934
 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             NGS
 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 NATIONAL 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 = OCTOBER  7, 2006
 QM0492 ***********************************************************************
 QM0492  DESIGNATION -  C 165
 QM0492  PID         -  QM0492
 QM0492  STATE/COUNTY-  WI/ONEIDA
 QM0492  USGS QUAD   -  RHINELANDER (1982)
 QM0492
 QM0492                         *CURRENT SURVEY CONTROL
 QM0492  ___________________________________________________________________
 QM0492* NAD 83(1986)-  45 38 33.     (N)    089 24 34.     (W)     SCALED    
 QM0492* NAVD 88     -       472.264  (meters)    1549.42   (feet)  ADJUSTED  
 QM0492  ___________________________________________________________________
 QM0492  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 QM0492  DYNAMIC HT  -         472.241 (meters)    1549.34  (feet)  COMP
 QM0492  MODELED GRAV-     980,551.3   (mgal)                       NAVD 88
 QM0492
 QM0492  VERT ORDER  -  FIRST     CLASS II
 QM0492
 QM0492.The horizontal coordinates were scaled from a topographic map and have
 QM0492.an estimated accuracy of +/- 6 seconds.
 QM0492
 QM0492.The orthometric height was determined by differential leveling
 QM0492.and adjusted by the National Geodetic Survey in June 1991..
 QM0492
 QM0492.The geoid height was determined by GEOID03.
 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     -    53,060.      646,040.      MT  (+/- 180 meters Scaled)
 QM0492
 QM0492                          SUPERSEDED SURVEY CONTROL
 QM0492
 QM0492.No superseded survey control is available for this station.
 QM0492
 QM0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR122571(NAD 83)
 QM0492_MARKER: DB = BENCH MARK DISK
 QM0492_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 QM0492_STAMPING: C 165 1978
 QM0492_MARK LOGO: NGS   
 QM0492_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QM0492+STABILITY: POSITION/ELEVATION WELL
 QM0492_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0492+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0124 ***********************************************************************
 PN0124  DESIGNATION -  C 19
 PN0124  PID         -  PN0124
 PN0124  STATE/COUNTY-  WI/OCONTO
 PN0124  USGS QUAD   -  GILLETT (1974)
 PN0124
 PN0124                         *CURRENT SURVEY CONTROL
 PN0124  ___________________________________________________________________
 PN0124* NAD 83(1986)-  44 53 46.     (N)    088 17 23.     (W)     SCALED    
 PN0124* NAVD 88     -       246.467  (meters)     808.62   (feet)  ADJUSTED  
 PN0124  ___________________________________________________________________
 PN0124  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 PN0124  DYNAMIC HT  -         246.440 (meters)     808.53  (feet)  COMP
 PN0124  MODELED GRAV-     980,500.4   (mgal)                       NAVD 88
 PN0124
 PN0124  VERT ORDER  -  SECOND    CLASS 0
 PN0124
 PN0124.The horizontal coordinates were scaled from a topographic map and have
 PN0124.an estimated accuracy of +/- 6 seconds.
 PN0124
 PN0124.The orthometric height was determined by differential leveling
 PN0124.and adjusted by the National Geodetic Survey in June 1991..
 PN0124
 PN0124.The geoid height was determined by GEOID03.
 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     -   119,520.      735,080.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0124.See file dsdata.txt to determine how the superseded data were derived.
 PN0124
 PN0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ981722(NAD 83)
 PN0124_MARKER: DB = BENCH MARK DISK
 PN0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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 - November 29, 2005
 PN0124
 PN0124  HISTORY     - Date     Condition        Report By
 PN0124  HISTORY     - UNK      MONUMENTED       CGS
 PN0124  HISTORY     - 1934     GOOD             NGS
 PN0124  HISTORY     - 1942     GOOD             NGS
 PN0124  HISTORY     - 1974     GOOD             USGS
 PN0124  HISTORY     - 20051129 GOOD             WIDT
 PN0124
 PN0124                          STATION DESCRIPTION
 PN0124
 PN0124'DESCRIBED BY NATIONAL 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 NATIONAL 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. -ADD--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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0187 ***********************************************************************
 QM0187  DESIGNATION -  C 2
 QM0187  PID         -  QM0187
 QM0187  STATE/COUNTY-  WI/ONEIDA
 QM0187  USGS QUAD   -  RHINELANDER (1982)
 QM0187
 QM0187                         *CURRENT SURVEY CONTROL
 QM0187  ___________________________________________________________________
 QM0187* NAD 83(1986)-  45 38 14.     (N)    089 24 29.     (W)     SCALED    
 QM0187* NAVD 88     -       475.715  (meters)    1560.74   (feet)  ADJUSTED  
 QM0187  ___________________________________________________________________
 QM0187  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 QM0187  DYNAMIC HT  -         475.692 (meters)    1560.67  (feet)  COMP
 QM0187  MODELED GRAV-     980,551.4   (mgal)                       NAVD 88
 QM0187
 QM0187  VERT ORDER  -  FIRST     CLASS II
 QM0187
 QM0187.The horizontal coordinates were scaled from a topographic map and have
 QM0187.an estimated accuracy of +/- 6 seconds.
 QM0187
 QM0187.The orthometric height was determined by differential leveling
 QM0187.and adjusted by the National Geodetic Survey in June 1991..
 QM0187.WARNING-Repeat measurements at this control monument indicate possible
 QM0187.vertical movement.
 QM0187
 QM0187.The geoid height was determined by GEOID03.
 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     -    52,470.      646,150.      MT  (+/- 180 meters Scaled)
 QM0187
 QM0187                          SUPERSEDED SURVEY CONTROL
 QM0187
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0187.See file dsdata.txt to determine how the superseded data were derived.
 QM0187
 QM0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR123565(NAD 83)
 QM0187_MARKER: DB = BENCH MARK DISK
 QM0187_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 QM0187_MARK LOGO: CGS   
 QM0187_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QM0187+STABILITY: POSITION/ELEVATION WELL
 QM0187_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0187+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2005
 QM0187
 QM0187  HISTORY     - Date     Condition        Report By
 QM0187  HISTORY     - UNK      MONUMENTED       CGS
 QM0187  HISTORY     - 1922     GOOD             NGS
 QM0187  HISTORY     - 1934     GOOD             NGS
 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
 QM0187                          STATION DESCRIPTION
 QM0187
 QM0187'DESCRIBED BY NATIONAL 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0176 ***********************************************************************
 PM0176  DESIGNATION -  C 20
 PM0176  PID         -  PM0176
 PM0176  STATE/COUNTY-  WI/KEWAUNEE
 PM0176  USGS QUAD   -  LUXEMBURG (1978)
 PM0176
 PM0176                         *CURRENT SURVEY CONTROL
 PM0176  ___________________________________________________________________
 PM0176* NAD 83(1986)-  44 31 49.     (N)    087 38 59.     (W)     SCALED    
 PM0176* NAVD 88     -       221.347  (meters)     726.20   (feet)  ADJUSTED  
 PM0176  ___________________________________________________________________
 PM0176  GEOID HEIGHT-         -36.23  (meters)                     GEOID03
 PM0176  DYNAMIC HT  -         221.319 (meters)     726.11  (feet)  COMP
 PM0176  MODELED GRAV-     980,485.4   (mgal)                       NAVD 88
 PM0176
 PM0176  VERT ORDER  -  FIRST     CLASS II
 PM0176
 PM0176.The horizontal coordinates were scaled from a topographic map and have
 PM0176.an estimated accuracy of +/- 6 seconds.
 PM0176
 PM0176.The orthometric height was determined by differential leveling
 PM0176.and adjusted by the National Geodetic Survey in June 1991..
 PM0176
 PM0176.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0176.See file dsdata.txt to determine how the superseded data were derived.
 PM0176
 PM0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ483309(NAD 83)
 PM0176_MARKER: DB = BENCH MARK DISK
 PM0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PM0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0176+STABILITY: SURFACE MOTION
 PM0176
 PM0176  HISTORY     - Date     Condition        Report By
 PM0176  HISTORY     - UNK      MONUMENTED       CGS
 PM0176  HISTORY     - 1934     GOOD             NGS
 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 NATIONAL 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.  ADD THE GATE AND FENCE HAVE BEEN REMOVED, NO EVIDENCE OF
 PM0176'THE STATION WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0515 ***********************************************************************
 RM0515  DESIGNATION -  C 208
 RM0515  PID         -  RM0515
 RM0515  STATE/COUNTY-  WI/DOUGLAS
 RM0515  USGS QUAD   -  BRULE (1984)
 RM0515
 RM0515                         *CURRENT SURVEY CONTROL
 RM0515  ___________________________________________________________________
 RM0515* NAD 83(1986)-  46 33 01.     (N)    091 34 48.     (W)     SCALED    
 RM0515* NAVD 88     -       300.325  (meters)     985.32   (feet)  ADJUSTED  
 RM0515  ___________________________________________________________________
 RM0515  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 RM0515  DYNAMIC HT  -         300.351 (meters)     985.40  (feet)  COMP
 RM0515  MODELED GRAV-     980,691.4   (mgal)                       NAVD 88
 RM0515
 RM0515  VERT ORDER  -  FIRST     CLASS II
 RM0515
 RM0515.The horizontal coordinates were scaled from a topographic map and have
 RM0515.an estimated accuracy of +/- 6 seconds.
 RM0515
 RM0515.The orthometric height was determined by differential leveling
 RM0515.and adjusted by the National Geodetic Survey in June 1991..
 RM0515
 RM0515.The geoid height was determined by GEOID03.
 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     -   154,990.      478,840.      MT  (+/- 180 meters Scaled)
 RM0515
 RM0515                          SUPERSEDED SURVEY CONTROL
 RM0515
 RM0515.No superseded survey control is available for this station.
 RM0515
 RM0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM088561(NAD 83)
 RM0515_MARKER: I = METAL ROD
 RM0515_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RM0515_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0495 ***********************************************************************
 RM0495  DESIGNATION -  C 209
 RM0495  PID         -  RM0495
 RM0495  STATE/COUNTY-  WI/DOUGLAS
 RM0495  USGS QUAD   -  POPLAR (1975)
 RM0495
 RM0495                         *CURRENT SURVEY CONTROL
 RM0495  ___________________________________________________________________
 RM0495* NAD 83(1986)-  46 36 11.     (N)    091 52 05.     (W)     SCALED    
 RM0495* NAVD 88     -       277.720  (meters)     911.15   (feet)  ADJUSTED  
 RM0495  ___________________________________________________________________
 RM0495  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 RM0495  DYNAMIC HT  -         277.751 (meters)     911.25  (feet)  COMP
 RM0495  MODELED GRAV-     980,716.1   (mgal)                       NAVD 88
 RM0495
 RM0495  VERT ORDER  -  FIRST     CLASS II
 RM0495
 RM0495.The horizontal coordinates were scaled from a topographic map and have
 RM0495.an estimated accuracy of +/- 6 seconds.
 RM0495
 RM0495.The orthometric height was determined by differential leveling
 RM0495.and adjusted by the National Geodetic Survey in June 1991..
 RM0495
 RM0495.The geoid height was determined by GEOID03.
 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     -   161,330.      456,890.      MT  (+/- 180 meters Scaled)
 RM0495
 RM0495                          SUPERSEDED SURVEY CONTROL
 RM0495
 RM0495.No superseded survey control is available for this station.
 RM0495
 RM0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM866616(NAD 83)
 RM0495_MARKER: I = METAL ROD
 RM0495_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0495_SP_SET: STAINLESS STEEL ROD
 RM0495_STAMPING: C 209 1982
 RM0495_MARK LOGO: NGS   
 RM0495_PROJECTION: FLUSH
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0065 ***********************************************************************
 PM0065  DESIGNATION -  C 21
 PM0065  PID         -  PM0065
 PM0065  STATE/COUNTY-  WI/DOOR
 PM0065  USGS QUAD   -  INSTITUTE (1981)
 PM0065
 PM0065                         *CURRENT SURVEY CONTROL
 PM0065  ___________________________________________________________________
 PM0065* NAD 83(1997)-  44 53 35.82915(N)    087 20 11.97799(W)     ADJUSTED  
 PM0065* NAVD 88     -       214.368  (meters)     703.31   (feet)  ADJUSTED  
 PM0065  ___________________________________________________________________
 PM0065  X           -     210,315.413 (meters)                     COMP
 PM0065  Y           -  -4,521,205.551 (meters)                     COMP
 PM0065  Z           -   4,479,080.190 (meters)                     COMP
 PM0065  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 PM0065  ELLIP HEIGHT-         177.56  (meters)          (04/28/99) GPS OBS
 PM0065  GEOID HEIGHT-         -36.82  (meters)                     GEOID03
 PM0065  DYNAMIC HT  -         214.348 (meters)     703.24  (feet)  COMP
 PM0065  MODELED GRAV-     980,519.2   (mgal)                       NAVD 88
 PM0065
 PM0065  HORZ ORDER  -  A
 PM0065  VERT ORDER  -  FIRST     CLASS II
 PM0065  ELLP ORDER  -  THIRD     CLASS I
 PM0065
 PM0065.The horizontal coordinates were established by GPS observations
 PM0065.and adjusted by the National Geodetic Survey in April 1999..
 PM0065
 PM0065.The orthometric height was determined by differential leveling
 PM0065.and adjusted by the National Geodetic Survey in June 1991..
 PM0065
 PM0065.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PM0065
 PM0065.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0065
 PM0065.The ellipsoidal height was determined by GPS observations
 PM0065.and is referenced to NAD 83.
 PM0065
 PM0065.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PM0065;SPC WI C     -   121,230.189   810,335.146   MT  0.99994075   +1 52 45.1
 PM0065;SPC WI C     -   397,736.05  2,658,574.56   sFT  0.99994075   +1 52 45.1
 PM0065;UTM  16      - 4,971,151.047   473,416.790   MT  0.99960869   -0 14 15.4
 PM0065
 PM0065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0065!SPC WI C     -   0.99997216  x   0.99994075  =   0.99991291
 PM0065!UTM  16      -   0.99997216  x   0.99960869  =   0.99958086
 PM0065
 PM0065                          SUPERSEDED SURVEY CONTROL
 PM0065
 PM0065  NAVD 88 (04/28/99)  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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0065.See file dsdata.txt to determine how the superseded data were derived.
 PM0065
 PM0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ7341771151(NAD 83)
 PM0065_MARKER: DB = BENCH MARK DISK
 PM0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0065_SP_SET: 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 - July 28, 2005
 PM0065
 PM0065  HISTORY     - Date     Condition        Report By
 PM0065  HISTORY     - UNK      MONUMENTED       CGS
 PM0065  HISTORY     - 1934     GOOD             NGS
 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
 PM0065                          STATION DESCRIPTION
 PM0065
 PM0065'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0521 ***********************************************************************
 RM0521  DESIGNATION -  C 210
 RM0521  PID         -  RM0521
 RM0521  STATE/COUNTY-  WI/BAYFIELD
 RM0521  USGS QUAD   -  IRON LAKE (1984)
 RM0521
 RM0521                         *CURRENT SURVEY CONTROL
 RM0521  ___________________________________________________________________
 RM0521* NAD 83(1986)-  46 34 04.     (N)    091 29 34.     (W)     SCALED    
 RM0521* NAVD 88     -       336.706  (meters)    1104.68   (feet)  ADJUSTED  
 RM0521  ___________________________________________________________________
 RM0521  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 RM0521  DYNAMIC HT  -         336.729 (meters)    1104.75  (feet)  COMP
 RM0521  MODELED GRAV-     980,673.9   (mgal)                       NAVD 88
 RM0521
 RM0521  VERT ORDER  -  FIRST     CLASS II
 RM0521
 RM0521.The horizontal coordinates were scaled from a topographic map and have
 RM0521.an estimated accuracy of +/- 6 seconds.
 RM0521
 RM0521.The orthometric height was determined by differential leveling
 RM0521.and adjusted by the National Geodetic Survey in June 1991..
 RM0521
 RM0521.The geoid height was determined by GEOID03.
 RM0521
 RM0521.The dynamic height is computed by dividing the NAVD 88
 RM0521.geopotential number by the normal gravity value computed on the
 RM0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0521.degrees latitude (g = 980.6199 gals.).
 RM0521
 RM0521.The modeled gravity was interpolated from observed gravity values.
 RM0521
 RM0521;                    North         East    Units  Estimated Accuracy
 RM0521;SPC WI N     -   156,810.      485,560.      MT  (+/- 180 meters Scaled)
 RM0521
 RM0521                          SUPERSEDED SURVEY CONTROL
 RM0521
 RM0521.No superseded survey control is available for this station.
 RM0521
 RM0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM155582(NAD 83)
 RM0521_MARKER: I = METAL ROD
 RM0521_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0521_SP_SET: STAINLESS STEEL ROD
 RM0521_STAMPING: C 210 1982
 RM0521_MARK LOGO: NGS   
 RM0521_PROJECTION: FLUSH
 RM0521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0521_ROD/PIPE-DEPTH: 14.6 meters
 RM0521
 RM0521  HISTORY     - Date     Condition        Report By
 RM0521  HISTORY     - 1982     MONUMENTED       NGS
 RM0521  HISTORY     - 20010905 GOOD             USPSQD
 RM0521  HISTORY     - 20031030 MARK NOT FOUND   USPSQD
 RM0521  HISTORY     - 20041214 MARK NOT FOUND   WIDT
 RM0521
 RM0521                          STATION DESCRIPTION
 RM0521
 RM0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0521'7.1 KM (4.4 MI) EAST FROM BRULE.
 RM0521'7.1 KM (4.4 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE IN
 RM0521'BRULE, 6.05 KM (3.75 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION
 RM0521'OF MAIN STREET IN IRON RIVER, SET AT A ROAD JUNCTION, 27.7 METERS
 RM0521'(91.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 11.5 METERS
 RM0521'(38.0 FT) NORTHEAST OF THE CENTER OF A SAND ROAD, 2.5 METERS (8.5 FT)
 RM0521'NORTH OF A TELEPHONE JUNCTION BOX NUMBER E 23.
 RM0521'THE MARK IS 0.3 METERS  SSE FROM A WITNESS POST.
 RM0521'THE MARK IS 0.6 M ABOVE HIGHWAY.
 RM0521
 RM0521                          STATION RECOVERY (2001)
 RM0521
 RM0521'RECOVERY NOTE BY US POWER SQUADRON 2001 (RO)
 RM0521'RECOVERED IN GOOD CONDITION.
 RM0521
 RM0521                          STATION RECOVERY (2003)
 RM0521
 RM0521'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0521'NOT FOUND.  DUE TO HIGHWAY 2 CONSTRUCTION, THE EMBANKMENTS ON THE SIDE
 RM0521'OF THE HIGHWAY HAVE BEEN MODIFIED WITH NEW LANDSCAPPING PERHAPS
 RM0521'COVERING OR REMOVING THE STATION.
 RM0521
 RM0521                          STATION RECOVERY (2004)
 RM0521
 RM0521'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 RM0521'THE STATION WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0591 ***********************************************************************
 RM0591  DESIGNATION -  C 211
 RM0591  PID         -  RM0591
 RM0591  STATE/COUNTY-  WI/IRON
 RM0591  USGS QUAD   -  CEDAR (1975)
 RM0591
 RM0591                         *CURRENT SURVEY CONTROL
 RM0591  ___________________________________________________________________
 RM0591* NAD 83(1986)-  46 31 06.     (N)    090 31 46.     (W)     SCALED    
 RM0591* NAVD 88     -       335.077  (meters)    1099.33   (feet)  ADJUSTED  
 RM0591  ___________________________________________________________________
 RM0591  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 RM0591  DYNAMIC HT  -         335.095 (meters)    1099.39  (feet)  COMP
 RM0591  MODELED GRAV-     980,656.2   (mgal)                       NAVD 88
 RM0591
 RM0591  VERT ORDER  -  FIRST     CLASS II
 RM0591
 RM0591.The horizontal coordinates were scaled from a topographic map and have
 RM0591.an estimated accuracy of +/- 6 seconds.
 RM0591
 RM0591.The orthometric height was determined by differential leveling
 RM0591.and adjusted by the National Geodetic Survey in June 1991..
 RM0591
 RM0591.The geoid height was determined by GEOID03.
 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     -   150,370.      559,370.      MT  (+/- 180 meters Scaled)
 RM0591
 RM0591                          SUPERSEDED SURVEY CONTROL
 RM0591
 RM0591.No superseded survey control is available for this station.
 RM0591
 RM0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM895546(NAD 83)
 RM0591_MARKER: I = METAL ROD
 RM0591_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0591_SP_SET: STAINLESS STEEL ROD
 RM0591_STAMPING: C 211 1982
 RM0591_MARK LOGO: NGS   
 RM0591_PROJECTION: FLUSH
 RM0591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0591_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0591+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL1437 ***********************************************************************
 RL1437  DESIGNATION -  C 212
 RL1437  PID         -  RL1437
 RL1437  STATE/COUNTY-  WI/VILAS
 RL1437  USGS QUAD   -  BOULDER JUNCTION (1981)
 RL1437
 RL1437                         *CURRENT SURVEY CONTROL
 RL1437  ___________________________________________________________________
 RL1437* NAD 83(1986)-  46 01 55.     (N)    089 42 19.     (W)     SCALED    
 RL1437* NAVD 88     -       495.351  (meters)    1625.16   (feet)  ADJUSTED  
 RL1437  ___________________________________________________________________
 RL1437  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 RL1437  DYNAMIC HT  -         495.338 (meters)    1625.12  (feet)  COMP
 RL1437  MODELED GRAV-     980,573.7   (mgal)                       NAVD 88
 RL1437
 RL1437  VERT ORDER  -  FIRST     CLASS II
 RL1437
 RL1437.The horizontal coordinates were scaled from a topographic map and have
 RL1437.an estimated accuracy of +/- 6 seconds.
 RL1437
 RL1437.The orthometric height was determined by differential leveling
 RL1437.and adjusted by the National Geodetic Survey in June 1991..
 RL1437
 RL1437.The geoid height was determined by GEOID03.
 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     -    96,210.      622,820.      MT  (+/- 180 meters Scaled)
 RL1437
 RL1437                          SUPERSEDED SURVEY CONTROL
 RL1437
 RL1437.No superseded survey control is available for this station.
 RL1437
 RL1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS906011(NAD 83)
 RL1437_MARKER: I = METAL ROD
 RL1437_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RL1437_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RL1437_STAMPING: C 212 1982
 RL1437_MARK LOGO: NGS   
 RL1437_PROJECTION: RECESSED 3 CENTIMETERS
 RL1437_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RL1437+STABILITY: POSITION/ELEVATION WELL
 RL1437_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1437+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0551 ***********************************************************************
 RM0551  DESIGNATION -  C 213
 RM0551  PID         -  RM0551
 RM0551  STATE/COUNTY-  WI/BAYFIELD
 RM0551  USGS QUAD   -  MOQUAH (1975)
 RM0551
 RM0551                         *CURRENT SURVEY CONTROL
 RM0551  ___________________________________________________________________
 RM0551* NAD 83(1986)-  46 32 01.     (N)    091 04 22.     (W)     SCALED    
 RM0551* NAVD 88     -       251.592  (meters)     825.43   (feet)  ADJUSTED  
 RM0551  ___________________________________________________________________
 RM0551  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 RM0551  DYNAMIC HT  -         251.600 (meters)     825.46  (feet)  COMP
 RM0551  MODELED GRAV-     980,638.6   (mgal)                       NAVD 88
 RM0551
 RM0551  VERT ORDER  -  FIRST     CLASS II
 RM0551
 RM0551.The horizontal coordinates were scaled from a topographic map and have
 RM0551.an estimated accuracy of +/- 6 seconds.
 RM0551
 RM0551.The orthometric height was determined by differential leveling
 RM0551.and adjusted by the National Geodetic Survey in June 1991..
 RM0551
 RM0551.The geoid height was determined by GEOID03.
 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     -   152,490.      517,710.      MT  (+/- 180 meters Scaled)
 RM0551
 RM0551                          SUPERSEDED SURVEY CONTROL
 RM0551
 RM0551.No superseded survey control is available for this station.
 RM0551
 RM0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM477551(NAD 83)
 RM0551_MARKER: I = METAL ROD
 RM0551_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0551_SP_SET: STAINLESS STEEL ROD
 RM0551_STAMPING: C 213 1982
 RM0551_MARK LOGO: NGS   
 RM0551_PROJECTION: FLUSH
 RM0551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0584 ***********************************************************************
 RM0584  DESIGNATION -  C 214
 RM0584  PID         -  RM0584
 RM0584  STATE/COUNTY-  WI/ASHLAND
 RM0584  USGS QUAD   -  CEDAR (1975)
 RM0584
 RM0584                         *CURRENT SURVEY CONTROL
 RM0584  ___________________________________________________________________
 RM0584* NAD 83(1986)-  46 32 47.     (N)    090 35 30.     (W)     SCALED    
 RM0584* NAVD 88     -       248.584  (meters)     815.56   (feet)  ADJUSTED  
 RM0584  ___________________________________________________________________
 RM0584  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 RM0584  DYNAMIC HT  -         248.594 (meters)     815.60  (feet)  COMP
 RM0584  MODELED GRAV-     980,649.0   (mgal)                       NAVD 88
 RM0584
 RM0584  VERT ORDER  -  FIRST     CLASS II
 RM0584
 RM0584.The horizontal coordinates were scaled from a topographic map and have
 RM0584.an estimated accuracy of +/- 6 seconds.
 RM0584
 RM0584.The orthometric height was determined by differential leveling
 RM0584.and adjusted by the National Geodetic Survey in June 1991..
 RM0584
 RM0584.The geoid height was determined by GEOID03.
 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     -   153,520.      554,620.      MT  (+/- 180 meters Scaled)
 RM0584
 RM0584                          SUPERSEDED SURVEY CONTROL
 RM0584
 RM0584.No superseded survey control is available for this station.
 RM0584
 RM0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM846575(NAD 83)
 RM0584_MARKER: I = METAL ROD
 RM0584_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0584_SP_SET: STAINLESS STEEL ROD
 RM0584_STAMPING: C 214 1982
 RM0584_MARK LOGO: NGS   
 RM0584_PROJECTION: FLUSH
 RM0584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0584_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0584+SATELLITE: SATELLITE OBSERVATIONS - December 21, 2003
 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
 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--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0479 ***********************************************************************
 QM0479  DESIGNATION -  C 216
 QM0479  PID         -  QM0479
 QM0479  STATE/COUNTY-  WI/ONEIDA
 QM0479  USGS QUAD   -  MC NAUGHTON (1982)
 QM0479
 QM0479                         *CURRENT SURVEY CONTROL
 QM0479  ___________________________________________________________________
 QM0479* NAD 83(1986)-  45 43 50.     (N)    089 31 24.     (W)     SCALED    
 QM0479* NAVD 88     -       476.476  (meters)    1563.24   (feet)  ADJUSTED  
 QM0479  ___________________________________________________________________
 QM0479  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 QM0479  DYNAMIC HT  -         476.460 (meters)    1563.19  (feet)  COMP
 QM0479  MODELED GRAV-     980,566.7   (mgal)                       NAVD 88
 QM0479
 QM0479  VERT ORDER  -  FIRST     CLASS II
 QM0479
 QM0479.The horizontal coordinates were scaled from a topographic map and have
 QM0479.an estimated accuracy of +/- 6 seconds.
 QM0479
 QM0479.The orthometric height was determined by differential leveling
 QM0479.and adjusted by the National Geodetic Survey in June 1991..
 QM0479
 QM0479.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 QM0479
 QM0479.No superseded survey control is available for this station.
 QM0479
 QM0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR036672(NAD 83)
 QM0479_MARKER: I = METAL ROD
 QM0479_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QM0479_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 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 - September 22, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0758 ***********************************************************************
 PN0758  DESIGNATION -  C 218
 PN0758  PID         -  PN0758
 PN0758  STATE/COUNTY-  WI/WAUPACA
 PN0758  USGS QUAD   -  WAUPACA (1992)
 PN0758
 PN0758                         *CURRENT SURVEY CONTROL
 PN0758  ___________________________________________________________________
 PN0758* NAD 83(1986)-  44 21 22.     (N)    089 06 54.     (W)     SCALED    
 PN0758* NAVD 88     -       273.769  (meters)     898.19   (feet)  ADJUSTED  
 PN0758  ___________________________________________________________________
 PN0758  GEOID HEIGHT-         -36.31  (meters)                     GEOID03
 PN0758  DYNAMIC HT  -         273.720 (meters)     898.03  (feet)  COMP
 PN0758  MODELED GRAV-     980,435.1   (mgal)                       NAVD 88
 PN0758
 PN0758  VERT ORDER  -  FIRST     CLASS II
 PN0758
 PN0758.The horizontal coordinates were scaled from a topographic map and have
 PN0758.an estimated accuracy of +/- 6 seconds.
 PN0758
 PN0758.The orthometric height was determined by differential leveling
 PN0758.and adjusted by the National Geodetic Survey in June 1991..
 PN0758
 PN0758.The geoid height was determined by GEOID03.
 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     -    58,480.      670,550.      MT  (+/- 180 meters Scaled)
 PN0758
 PN0758                          SUPERSEDED SURVEY CONTROL
 PN0758
 PN0758.No superseded survey control is available for this station.
 PN0758
 PN0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ314136(NAD 83)
 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_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 - March 30, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0729 ***********************************************************************
 PN0729  DESIGNATION -  C 219
 PN0729  PID         -  PN0729
 PN0729  STATE/COUNTY-  WI/OUTAGAMIE
 PN0729  USGS QUAD   -  SHIOCTON (1992)
 PN0729
 PN0729                         *CURRENT SURVEY CONTROL
 PN0729  ___________________________________________________________________
 PN0729* NAD 83(1986)-  44 27 34.     (N)    088 32 30.     (W)     SCALED    
 PN0729* NAVD 88     -       233.414  (meters)     765.79   (feet)  ADJUSTED  
 PN0729  ___________________________________________________________________
 PN0729  GEOID HEIGHT-         -36.29  (meters)                     GEOID03
 PN0729  DYNAMIC HT  -         233.380 (meters)     765.68  (feet)  COMP
 PN0729  MODELED GRAV-     980,464.8   (mgal)                       NAVD 88
 PN0729
 PN0729  VERT ORDER  -  FIRST     CLASS II
 PN0729
 PN0729.The horizontal coordinates were scaled from a topographic map and have
 PN0729.an estimated accuracy of +/- 6 seconds.
 PN0729
 PN0729.The orthometric height was determined by differential leveling
 PN0729.and adjusted by the National Geodetic Survey in June 1991..
 PN0729
 PN0729.The geoid height was determined by GEOID03.
 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     -    70,610.      716,050.      MT  (+/- 180 meters Scaled)
 PN0729
 PN0729                          SUPERSEDED SURVEY CONTROL
 PN0729
 PN0729.No superseded survey control is available for this station.
 PN0729
 PN0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ773240(NAD 83)
 PN0729_MARKER: F = FLANGE-ENCASED ROD
 PN0729_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0729_SP_SET: STAINLESS STEEL ROD
 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 - July 12, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0033 ***********************************************************************
 PN0033  DESIGNATION -  C 22
 PN0033  PID         -  PN0033
 PN0033  STATE/COUNTY-  WI/SHAWANO
 PN0033  USGS QUAD   -  BONDUEL (1974)
 PN0033
 PN0033                         *CURRENT SURVEY CONTROL
 PN0033  ___________________________________________________________________
 PN0033* NAD 83(1986)-  44 44 52.     (N)    088 23 41.     (W)     SCALED    
 PN0033* NAVD 88     -       274.733  (meters)     901.35   (feet)  ADJUSTED  
 PN0033  ___________________________________________________________________
 PN0033  GEOID HEIGHT-         -36.12  (meters)                     GEOID03
 PN0033  DYNAMIC HT  -         274.699 (meters)     901.24  (feet)  COMP
 PN0033  MODELED GRAV-     980,484.5   (mgal)                       NAVD 88
 PN0033
 PN0033  VERT ORDER  -  SECOND    CLASS 0
 PN0033
 PN0033.The horizontal coordinates were scaled from a topographic map and have
 PN0033.an estimated accuracy of +/- 6 seconds.
 PN0033
 PN0033.The orthometric height was determined by differential leveling
 PN0033.and adjusted by the National Geodetic Survey in June 1991..
 PN0033
 PN0033.The geoid height was determined by GEOID03.
 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     -   102,870.      727,110.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0033.See file dsdata.txt to determine how the superseded data were derived.
 PN0033
 PN0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ895558(NAD 83)
 PN0033_MARKER: DB = BENCH MARK DISK
 PN0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0033+STABILITY: SURFACE MOTION
 PN0033
 PN0033  HISTORY     - Date     Condition        Report By
 PN0033  HISTORY     - UNK      MONUMENTED       CGS
 PN0033  HISTORY     - 1934     GOOD             NGS
 PN0033  HISTORY     - 20050621 MARK NOT FOUND   WIDT
 PN0033
 PN0033                          STATION DESCRIPTION
 PN0033
 PN0033'DESCRIBED BY NATIONAL 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. ADD--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 = OCTOBER  7, 2006
 PN0767 ***********************************************************************
 PN0767  DESIGNATION -  C 220
 PN0767  PID         -  PN0767
 PN0767  STATE/COUNTY-  WI/PORTAGE
 PN0767  USGS QUAD   -  BLAINE (1969)
 PN0767
 PN0767                         *CURRENT SURVEY CONTROL
 PN0767  ___________________________________________________________________
 PN0767* NAD 83(1986)-  44 21 08.     (N)    089 18 15.     (W)     SCALED    
 PN0767* NAVD 88     -       330.280  (meters)    1083.59   (feet)  ADJUSTED  
 PN0767  ___________________________________________________________________
 PN0767  GEOID HEIGHT-         -36.14  (meters)                     GEOID03
 PN0767  DYNAMIC HT  -         330.215 (meters)    1083.38  (feet)  COMP
 PN0767  MODELED GRAV-     980,412.5   (mgal)                       NAVD 88
 PN0767
 PN0767  VERT ORDER  -  FIRST     CLASS II
 PN0767
 PN0767.The horizontal coordinates were scaled from a topographic map and have
 PN0767.an estimated accuracy of +/- 6 seconds.
 PN0767
 PN0767.The orthometric height was determined by differential leveling
 PN0767.and adjusted by the National Geodetic Survey in June 1991..
 PN0767
 PN0767.The geoid height was determined by GEOID03.
 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     -    57,900.      655,480.      MT  (+/- 180 meters Scaled)
 PN0767
 PN0767                          SUPERSEDED SURVEY CONTROL
 PN0767
 PN0767.No superseded survey control is available for this station.
 PN0767
 PN0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ163135(NAD 83)
 PN0767_MARKER: F = FLANGE-ENCASED ROD
 PN0767_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0767_SP_SET: STAINLESS STEEL ROD
 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 - March 30, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0495 ***********************************************************************
 QM0495  DESIGNATION -  C 221
 QM0495  PID         -  QM0495
 QM0495  STATE/COUNTY-  WI/ONEIDA
 QM0495  USGS QUAD   -  WOODBORO (1982)
 QM0495
 QM0495                         *CURRENT SURVEY CONTROL
 QM0495  ___________________________________________________________________
 QM0495* NAD 83(1986)-  45 36 58.     (N)    089 30 20.     (W)     SCALED    
 QM0495* NAVD 88     -       486.906  (meters)    1597.46   (feet)  ADJUSTED  
 QM0495  ___________________________________________________________________
 QM0495  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 QM0495  DYNAMIC HT  -         486.885 (meters)    1597.39  (feet)  COMP
 QM0495  MODELED GRAV-     980,558.0   (mgal)                       NAVD 88
 QM0495
 QM0495  VERT ORDER  -  FIRST     CLASS II
 QM0495
 QM0495.The horizontal coordinates were scaled from a topographic map and have
 QM0495.an estimated accuracy of +/- 6 seconds.
 QM0495
 QM0495.The orthometric height was determined by differential leveling
 QM0495.and adjusted by the National Geodetic Survey in June 1991..
 QM0495
 QM0495.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 QM0495
 QM0495.No superseded survey control is available for this station.
 QM0495
 QM0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR046544(NAD 83)
 QM0495_MARKER: I = METAL ROD
 QM0495_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QM0495_SP_SET: STAINLESS STEEL ROD
 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 - August 18, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0802 ***********************************************************************
 PN0802  DESIGNATION -  C 222
 PN0802  PID         -  PN0802
 PN0802  STATE/COUNTY-  WI/OCONTO
 PN0802  USGS QUAD   -  BERRY LAKE (1974)
 PN0802
 PN0802                         *CURRENT SURVEY CONTROL
 PN0802  ___________________________________________________________________
 PN0802* NAD 83(1986)-  44 59 57.     (N)    088 23 31.     (W)     SCALED    
 PN0802* NAVD 88     -       270.936  (meters)     888.90   (feet)  ADJUSTED  
 PN0802  ___________________________________________________________________
 PN0802  GEOID HEIGHT-         -35.98  (meters)                     GEOID03
 PN0802  DYNAMIC HT  -         270.908 (meters)     888.80  (feet)  COMP
 PN0802  MODELED GRAV-     980,507.2   (mgal)                       NAVD 88
 PN0802
 PN0802  VERT ORDER  -  FIRST     CLASS II
 PN0802
 PN0802.The horizontal coordinates were scaled from a topographic map and have
 PN0802.an estimated accuracy of +/- 6 seconds.
 PN0802
 PN0802.The orthometric height was determined by differential leveling
 PN0802.and adjusted by the National Geodetic Survey in June 1991..
 PN0802
 PN0802.The geoid height was determined by GEOID03.
 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     -   130,800.      726,780.      MT  (+/- 180 meters Scaled)
 PN0802
 PN0802                          SUPERSEDED SURVEY CONTROL
 PN0802
 PN0802.No superseded survey control is available for this station.
 PN0802
 PN0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ902838(NAD 83)
 PN0802_MARKER: I = METAL ROD
 PN0802_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0802_SP_SET: STAINLESS STEEL ROD
 PN0802_STAMPING: C 222 1985
 PN0802_MARK LOGO: NGS   
 PN0802_PROJECTION: FLUSH
 PN0802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0802+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0569 ***********************************************************************
 QM0569  DESIGNATION -  C 223
 QM0569  PID         -  QM0569
 QM0569  STATE/COUNTY-  WI/OCONTO
 QM0569  USGS QUAD   -  SHADOW LAKE (1973)
 QM0569
 QM0569                         *CURRENT SURVEY CONTROL
 QM0569  ___________________________________________________________________
 QM0569* NAD 83(1986)-  45 12 54.     (N)    088 30 33.     (W)     SCALED    
 QM0569* NAVD 88     -       333.977  (meters)    1095.72   (feet)  ADJUSTED  
 QM0569  ___________________________________________________________________
 QM0569  GEOID HEIGHT-         -35.55  (meters)                     GEOID03
 QM0569  DYNAMIC HT  -         333.939 (meters)    1095.60  (feet)  COMP
 QM0569  MODELED GRAV-     980,496.2   (mgal)                       NAVD 88
 QM0569
 QM0569  VERT ORDER  -  FIRST     CLASS II
 QM0569
 QM0569.The horizontal coordinates were scaled from a topographic map and have
 QM0569.an estimated accuracy of +/- 6 seconds.
 QM0569
 QM0569.The orthometric height was determined by differential leveling
 QM0569.and adjusted by the National Geodetic Survey in June 1991..
 QM0569
 QM0569.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 QM0569
 QM0569.No superseded survey control is available for this station.
 QM0569
 QM0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR815079(NAD 83)
 QM0569_MARKER: I = METAL ROD
 QM0569_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QM0569_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  7, 2006
 QN0440 ***********************************************************************
 QN0440  DESIGNATION -  C 224
 QN0440  PID         -  QN0440
 QN0440  STATE/COUNTY-  WI/RUSK
 QN0440  USGS QUAD   -  LADYSMITH (1971)
 QN0440
 QN0440                         *CURRENT SURVEY CONTROL
 QN0440  ___________________________________________________________________
 QN0440* NAD 83(1986)-  45 28 27.     (N)    091 02 03.     (W)     SCALED    
 QN0440* NAVD 88     -       372.479  (meters)    1222.04   (feet)  ADJUSTED  
 QN0440  ___________________________________________________________________
 QN0440  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 QN0440  DYNAMIC HT  -         372.462 (meters)    1221.99  (feet)  COMP
 QN0440  MODELED GRAV-     980,561.4   (mgal)                       NAVD 88
 QN0440
 QN0440  VERT ORDER  -  FIRST     CLASS II
 QN0440
 QN0440.The horizontal coordinates were scaled from a topographic map and have
 QN0440.an estimated accuracy of +/- 6 seconds.
 QN0440
 QN0440.The orthometric height was determined by differential leveling
 QN0440.and adjusted by the National Geodetic Survey in June 1991..
 QN0440
 QN0440.The geoid height was determined by GEOID03.
 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     -   182,850.      519,140.      MT  (+/- 180 meters Scaled)
 QN0440
 QN0440                          SUPERSEDED SURVEY CONTROL
 QN0440
 QN0440.No superseded survey control is available for this station.
 QN0440
 QN0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL536375(NAD 83)
 QN0440_MARKER: I = METAL ROD
 QN0440_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0440_SP_SET: STAINLESS STEEL ROD
 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 = OCTOBER  7, 2006
 QN0415 ***********************************************************************
 QN0415  DESIGNATION -  C 225
 QN0415  PID         -  QN0415
 QN0415  STATE/COUNTY-  WI/PRICE
 QN0415  USGS QUAD   -  PRENTICE (1984)
 QN0415
 QN0415                         *CURRENT SURVEY CONTROL
 QN0415  ___________________________________________________________________
 QN0415* NAD 83(1986)-  45 32 40.     (N)    090 20 14.     (W)     SCALED    
 QN0415* NAVD 88     -       468.510  (meters)    1537.10   (feet)  ADJUSTED  
 QN0415  ___________________________________________________________________
 QN0415  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 QN0415  DYNAMIC HT  -         468.490 (meters)    1537.04  (feet)  COMP
 QN0415  MODELED GRAV-     980,558.4   (mgal)                       NAVD 88
 QN0415
 QN0415  VERT ORDER  -  FIRST     CLASS II
 QN0415
 QN0415.The horizontal coordinates were scaled from a topographic map and have
 QN0415.an estimated accuracy of +/- 6 seconds.
 QN0415
 QN0415.The orthometric height was determined by differential leveling
 QN0415.and adjusted by the National Geodetic Survey in June 1991..
 QN0415
 QN0415.The geoid height was determined by GEOID03.
 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     -    42,040.      573,660.      MT  (+/- 180 meters Scaled)
 QN0415
 QN0415                          SUPERSEDED SURVEY CONTROL
 QN0415
 QN0415.No superseded survey control is available for this station.
 QN0415
 QN0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL078468(NAD 83)
 QN0415_MARKER: I = METAL ROD
 QN0415_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0415_SP_SET: STAINLESS STEEL ROD
 QN0415_STAMPING: C 225 1985
 QN0415_MARK LOGO: NGS   
 QN0415_PROJECTION: FLUSH
 QN0415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0415_ROD/PIPE-DEPTH: 6.1  meters
 QN0415
 QN0415  HISTORY     - Date     Condition        Report By
 QN0415  HISTORY     - 1985     MONUMENTED       NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0521 ***********************************************************************
 QM0521  DESIGNATION -  C 226
 QM0521  PID         -  QM0521
 QM0521  STATE/COUNTY-  WI/ONEIDA
 QM0521  USGS QUAD   -  GEORGE LAKE (1982)
 QM0521
 QM0521                         *CURRENT SURVEY CONTROL
 QM0521  ___________________________________________________________________
 QM0521* NAD 83(1986)-  45 35 14.     (N)    089 15 32.     (W)     SCALED    
 QM0521* NAVD 88     -       490.180  (meters)    1608.20   (feet)  ADJUSTED  
 QM0521  ___________________________________________________________________
 QM0521  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 QM0521  DYNAMIC HT  -         490.150 (meters)    1608.10  (feet)  COMP
 QM0521  MODELED GRAV-     980,538.2   (mgal)                       NAVD 88
 QM0521
 QM0521  VERT ORDER  -  FIRST     CLASS II
 QM0521
 QM0521.The horizontal coordinates were scaled from a topographic map and have
 QM0521.an estimated accuracy of +/- 6 seconds.
 QM0521
 QM0521.The orthometric height was determined by differential leveling
 QM0521.and adjusted by the National Geodetic Survey in June 1991..
 QM0521
 QM0521.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 QM0521
 QM0521.No superseded survey control is available for this station.
 QM0521
 QM0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR237506(NAD 83)
 QM0521_MARKER: I = METAL ROD
 QM0521_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QM0521_SP_SET: STAINLESS STEEL ROD
 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 - October 03, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0553 ***********************************************************************
 QM0553  DESIGNATION -  C 227
 QM0553  PID         -  QM0553
 QM0553  STATE/COUNTY-  WI/FOREST
 QM0553  USGS QUAD   -  LAONA (1972)
 QM0553
 QM0553                         *CURRENT SURVEY CONTROL
 QM0553  ___________________________________________________________________
 QM0553* NAD 83(1986)-  45 31 04.     (N)    088 40 30.     (W)     SCALED    
 QM0553* NAVD 88     -       487.570  (meters)    1599.64   (feet)  ADJUSTED  
 QM0553  ___________________________________________________________________
 QM0553  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 QM0553  DYNAMIC HT  -         487.526 (meters)    1599.49  (feet)  COMP
 QM0553  MODELED GRAV-     980,510.0   (mgal)                       NAVD 88
 QM0553
 QM0553  VERT ORDER  -  FIRST     CLASS II
 QM0553
 QM0553.The horizontal coordinates were scaled from a topographic map and have
 QM0553.an estimated accuracy of +/- 6 seconds.
 QM0553
 QM0553.The orthometric height was determined by differential leveling
 QM0553.and adjusted by the National Geodetic Survey in June 1991..
 QM0553
 QM0553.The geoid height was determined by GEOID03.
 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     -    39,890.      703,520.      MT  (+/- 180 meters Scaled)
 QM0553
 QM0553                          SUPERSEDED SURVEY CONTROL
 QM0553
 QM0553.No superseded survey control is available for this station.
 QM0553
 QM0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR691418(NAD 83)
 QM0553_MARKER: I = METAL ROD
 QM0553_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QM0553_SP_SET: STAINLESS STEEL ROD
 QM0553_STAMPING: C 227 1985
 QM0553_MARK LOGO: NGS   
 QM0553_PROJECTION: FLUSH
 QM0553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0553_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0553+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2005
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0279 ***********************************************************************
 PN0279  DESIGNATION -  C 23
 PN0279  PID         -  PN0279
 PN0279  STATE/COUNTY-  WI/OUTAGAMIE
 PN0279  USGS QUAD   -  BEAR CREEK (1992)
 PN0279
 PN0279                         *CURRENT SURVEY CONTROL
 PN0279  ___________________________________________________________________
 PN0279* NAD 83(1986)-  44 31 53.     (N)    088 43 33.     (W)     SCALED    
 PN0279* NAVD 88     -       249.086  (meters)     817.21   (feet)  ADJUSTED  
 PN0279  ___________________________________________________________________
 PN0279  GEOID HEIGHT-         -36.32  (meters)                     GEOID03
 PN0279  DYNAMIC HT  -         249.048 (meters)     817.09  (feet)  COMP
 PN0279  MODELED GRAV-     980,459.8   (mgal)                       NAVD 88
 PN0279
 PN0279  VERT ORDER  -  SECOND    CLASS 0
 PN0279
 PN0279.The horizontal coordinates were scaled from a topographic map and have
 PN0279.an estimated accuracy of +/- 6 seconds.
 PN0279
 PN0279.The orthometric height was determined by differential leveling
 PN0279.and adjusted by the National Geodetic Survey in June 1991..
 PN0279
 PN0279.The geoid height was determined by GEOID03.
 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     -    78,360.      701,270.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0279.See file dsdata.txt to determine how the superseded data were derived.
 PN0279
 PN0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ628323(NAD 83)
 PN0279_MARKER: DB = BENCH MARK DISK
 PN0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0279_STAMPING: C 23 1934
 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             NGS
 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 NATIONAL 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 = OCTOBER  7, 2006
 PO0466 ***********************************************************************
 PO0466  DESIGNATION -  C 230
 PO0466  PID         -  PO0466
 PO0466  STATE/COUNTY-  WI/MONROE
 PO0466  USGS QUAD   -  ALDERWOOD LAKE (1983)
 PO0466
 PO0466                         *CURRENT SURVEY CONTROL
 PO0466  ___________________________________________________________________
 PO0466* NAD 83(1986)-  44 00 28.     (N)    090 37 45.     (W)     SCALED    
 PO0466* NAVD 88     -       283.786  (meters)     931.05   (feet)  ADJUSTED  
 PO0466  ___________________________________________________________________
 PO0466  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 PO0466  DYNAMIC HT  -         283.728 (meters)     930.86  (feet)  COMP
 PO0466  MODELED GRAV-     980,407.7   (mgal)                       NAVD 88
 PO0466
 PO0466  VERT ORDER  -  FIRST     CLASS II
 PO0466
 PO0466.The horizontal coordinates were scaled from a topographic map and have
 PO0466.an estimated accuracy of +/- 6 seconds.
 PO0466
 PO0466.The orthometric height was determined by differential leveling
 PO0466.and adjusted by the National Geodetic Survey in June 1991..
 PO0466
 PO0466.The geoid height was determined by GEOID03.
 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     -   223,240.      549,550.      MT  (+/- 180 meters Scaled)
 PO0466
 PO0466                          SUPERSEDED SURVEY CONTROL
 PO0466
 PO0466.No superseded survey control is available for this station.
 PO0466
 PO0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ900754(NAD 83)
 PO0466_MARKER: F = FLANGE-ENCASED ROD
 PO0466_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PO0466_SP_SET: STAINLESS STEEL ROD
 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 - May 19, 2003
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0723 ***********************************************************************
 ON0723  DESIGNATION -  C 231
 ON0723  PID         -  ON0723
 ON0723  STATE/COUNTY-  WI/LA CROSSE
 ON0723  USGS QUAD   -  BANGOR (1983)
 ON0723
 ON0723                         *CURRENT SURVEY CONTROL
 ON0723  ___________________________________________________________________
 ON0723* NAD 83(1986)-  43 53 10.     (N)    090 59 31.     (W)     SCALED    
 ON0723* NAVD 88     -       247.768  (meters)     812.89   (feet)  ADJUSTED  
 ON0723  ___________________________________________________________________
 ON0723  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 ON0723  DYNAMIC HT  -         247.721 (meters)     812.73  (feet)  COMP
 ON0723  MODELED GRAV-     980,426.9   (mgal)                       NAVD 88
 ON0723
 ON0723  VERT ORDER  -  FIRST     CLASS II
 ON0723
 ON0723.The horizontal coordinates were scaled from a topographic map and have
 ON0723.an estimated accuracy of +/- 6 seconds.
 ON0723
 ON0723.The orthometric height was determined by differential leveling
 ON0723.and adjusted by the National Geodetic Survey in June 1991..
 ON0723
 ON0723.The geoid height was determined by GEOID03.
 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     -   210,010.      520,290.      MT  (+/- 180 meters Scaled)
 ON0723
 ON0723                          SUPERSEDED SURVEY CONTROL
 ON0723
 ON0723.No superseded survey control is available for this station.
 ON0723
 ON0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ613611(NAD 83)
 ON0723_MARKER: DB = BENCH MARK DISK
 ON0723_SETTING: 66 = SET IN ROCK OUTCROP
 ON0723_SP_SET: 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 - October 08, 2004
 ON0723
 ON0723  HISTORY     - Date     Condition        Report By
 ON0723  HISTORY     - 1985     MONUMENTED       NGS
 ON0723  HISTORY     - 20030520 GOOD             USPSQD
 ON0723  HISTORY     - 20041008 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0502 ***********************************************************************
 PO0502  DESIGNATION -  C 232
 PO0502  PID         -  PO0502
 PO0502  STATE/COUNTY-  WI/WOOD
 PO0502  USGS QUAD   -  BABCOCK (1984)
 PO0502
 PO0502                         *CURRENT SURVEY CONTROL
 PO0502  ___________________________________________________________________
 PO0502* NAD 83(1986)-  44 18 25.     (N)    090 06 38.     (W)     SCALED    
 PO0502* NAVD 88     -       297.190  (meters)     975.03   (feet)  ADJUSTED  
 PO0502  ___________________________________________________________________
 PO0502  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 PO0502  DYNAMIC HT  -         297.136 (meters)     974.85  (feet)  COMP
 PO0502  MODELED GRAV-     980,428.9   (mgal)                       NAVD 88
 PO0502
 PO0502  VERT ORDER  -  FIRST     CLASS II
 PO0502
 PO0502.The horizontal coordinates were scaled from a topographic map and have
 PO0502.an estimated accuracy of +/- 6 seconds.
 PO0502
 PO0502.The orthometric height was determined by differential leveling
 PO0502.and adjusted by the National Geodetic Survey in June 1991..
 PO0502
 PO0502.The geoid height was determined by GEOID03.
 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     -    52,630.      591,180.      MT  (+/- 180 meters Scaled)
 PO0502
 PO0502                          SUPERSEDED SURVEY CONTROL
 PO0502
 PO0502.No superseded survey control is available for this station.
 PO0502
 PO0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK304100(NAD 83)
 PO0502_MARKER: F = FLANGE-ENCASED ROD
 PO0502_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PO0502_SP_SET: STAINLESS STEEL ROD
 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 SUITABLE FOR
 PO0502+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB7543 ***********************************************************************
 AB7543  DESIGNATION -  C 235
 AB7543  PID         -  AB7543
 AB7543  STATE/COUNTY-  WI/DOUGLAS
 AB7543  USGS QUAD   -  PARKLAND (1975)
 AB7543
 AB7543                         *CURRENT SURVEY CONTROL
 AB7543  ___________________________________________________________________
 AB7543* NAD 83(1986)-  46 40 24.     (N)    091 58 25.     (W)     SCALED    
 AB7543* NAVD 88     -       197.772  (meters)     648.86   (feet)  ADJUSTED  
 AB7543  ___________________________________________________________________
 AB7543  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 AB7543  DYNAMIC HT  -         197.795 (meters)     648.93  (feet)  COMP
 AB7543  MODELED GRAV-     980,724.0   (mgal)                       NAVD 88
 AB7543
 AB7543  VERT ORDER  -  FIRST     CLASS II
 AB7543
 AB7543.The horizontal coordinates were scaled from a topographic map and have
 AB7543.an estimated accuracy of +/- 6 seconds.
 AB7543
 AB7543.The orthometric height was determined by differential leveling
 AB7543.and adjusted by the National Geodetic Survey in July 2002..
 AB7543
 AB7543.The geoid height was determined by GEOID03.
 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     -   169,340.      449,000.      MT  (+/- 180 meters Scaled)
 AB7543
 AB7543                          SUPERSEDED SURVEY CONTROL
 AB7543
 AB7543.No superseded survey control is available for this station.
 AB7543
 AB7543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM785693(NAD 83)
 AB7543_MARKER: I = METAL 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 SUITABLE FOR
 AB7543+SATELLITE: SATELLITE OBSERVATIONS - 1996
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0396 ***********************************************************************
 QL0396  DESIGNATION -  C 24
 QL0396  PID         -  QL0396
 QL0396  STATE/COUNTY-  WI/MARINETTE
 QL0396  USGS QUAD   -  FAITHORN (1982)
 QL0396
 QL0396                         *CURRENT SURVEY CONTROL
 QL0396  ___________________________________________________________________
 QL0396* NAD 83(1986)-  45 38 34.     (N)    087 51 38.     (W)     SCALED    
 QL0396* NAVD 88     -       247.684  (meters)     812.61   (feet)  ADJUSTED  
 QL0396  ___________________________________________________________________
 QL0396  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 QL0396  DYNAMIC HT  -         247.679 (meters)     812.59  (feet)  COMP
 QL0396  MODELED GRAV-     980,591.4   (mgal)                       NAVD 88
 QL0396
 QL0396  VERT ORDER  -  SECOND    CLASS 0
 QL0396
 QL0396.The horizontal coordinates were scaled from a topographic map and have
 QL0396.an estimated accuracy of +/- 6 seconds.
 QL0396
 QL0396.The orthometric height was determined by differential leveling
 QL0396.and adjusted by the National Geodetic Survey in June 1991..
 QL0396
 QL0396.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0396.See file dsdata.txt to determine how the superseded data were derived.
 QL0396
 QL0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR329547(NAD 83)
 QL0396_MARKER: DB = BENCH MARK DISK
 QL0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0396_STAMPING: C 24 1934
 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 = OCTOBER  7, 2006
 QM0158 ***********************************************************************
 QM0158  DESIGNATION -  C 25
 QM0158  PID         -  QM0158
 QM0158  STATE/COUNTY-  WI/FOREST
 QM0158  USGS QUAD   -  NEWALD (1981)
 QM0158
 QM0158                         *CURRENT SURVEY CONTROL
 QM0158  ___________________________________________________________________
 QM0158* NAD 83(1986)-  45 39 07.     (N)    088 37 45.     (W)     SCALED    
 QM0158* NAVD 88     -       450.738  (meters)    1478.80   (feet)  ADJUSTED  
 QM0158  ___________________________________________________________________
 QM0158  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 QM0158  DYNAMIC HT  -         450.712 (meters)    1478.71  (feet)  COMP
 QM0158  MODELED GRAV-     980,545.8   (mgal)                       NAVD 88
 QM0158
 QM0158  VERT ORDER  -  SECOND    CLASS 0
 QM0158
 QM0158.The horizontal coordinates were scaled from a topographic map and have
 QM0158.an estimated accuracy of +/- 6 seconds.
 QM0158
 QM0158.The orthometric height was determined by differential leveling
 QM0158.and adjusted by the National Geodetic Survey in June 1991..
 QM0158
 QM0158.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0158.See file dsdata.txt to determine how the superseded data were derived.
 QM0158
 QM0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR730566(NAD 83)
 QM0158_MARKER: DB = BENCH MARK DISK
 QM0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0158_STAMPING: C 25 1934
 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 = OCTOBER  7, 2006
 QL0386 ***********************************************************************
 QL0386  DESIGNATION -  C 26
 QL0386  PID         -  QL0386
 QL0386  STATE/COUNTY-  WI/MARINETTE
 QL0386  USGS QUAD   -  PEMBINE (1982)
 QL0386
 QL0386                         *CURRENT SURVEY CONTROL
 QL0386  ___________________________________________________________________
 QL0386* NAD 83(1986)-  45 42 45.     (N)    087 59 54.     (W)     SCALED    
 QL0386* NAVD 88     -       313.320  (meters)    1027.95   (feet)  ADJUSTED  
 QL0386  ___________________________________________________________________
 QL0386  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 QL0386  DYNAMIC HT  -         313.309 (meters)    1027.91  (feet)  COMP
 QL0386  MODELED GRAV-     980,569.8   (mgal)                       NAVD 88
 QL0386
 QL0386  VERT ORDER  -  SECOND    CLASS 0
 QL0386
 QL0386.The horizontal coordinates were scaled from a topographic map and have
 QL0386.an estimated accuracy of +/- 6 seconds.
 QL0386
 QL0386.The orthometric height was determined by differential leveling
 QL0386.and adjusted by the National Geodetic Survey in June 1991..
 QL0386
 QL0386.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0386.See file dsdata.txt to determine how the superseded data were derived.
 QL0386
 QL0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR222625(NAD 83)
 QL0386_MARKER: DB = BENCH MARK DISK
 QL0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0386_STAMPING: C 26 1934
 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 = OCTOBER  7, 2006
 PN0395 ***********************************************************************
 PN0395  DESIGNATION -  C 28
 PN0395  PID         -  PN0395
 PN0395  STATE/COUNTY-  WI/SHAWANO
 PN0395  USGS QUAD   -  WITTENBERG (1982)
 PN0395
 PN0395                         *CURRENT SURVEY CONTROL
 PN0395  ___________________________________________________________________
 PN0395* NAD 83(1986)-  44 51 43.     (N)    089 12 32.     (W)     SCALED    
 PN0395* NAVD 88     -       376.586  (meters)    1235.52   (feet)  ADJUSTED  
 PN0395  ___________________________________________________________________
 PN0395  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 PN0395  DYNAMIC HT  -         376.523 (meters)    1235.31  (feet)  COMP
 PN0395  MODELED GRAV-     980,440.3   (mgal)                       NAVD 88
 PN0395
 PN0395  VERT ORDER  -  SECOND    CLASS 0
 PN0395
 PN0395.The horizontal coordinates were scaled from a topographic map and have
 PN0395.an estimated accuracy of +/- 6 seconds.
 PN0395
 PN0395.The orthometric height was determined by differential leveling
 PN0395.and adjusted by the National Geodetic Survey in June 1991..
 PN0395
 PN0395.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0395.See file dsdata.txt to determine how the superseded data were derived.
 PN0395
 PN0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ254699(NAD 83)
 PN0395_MARKER: DB = BENCH MARK DISK
 PN0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0395+STABILITY: SURFACE MOTION
 PN0395
 PN0395  HISTORY     - Date     Condition        Report By
 PN0395  HISTORY     - UNK      MONUMENTED       CGS
 PN0395  HISTORY     - 1934     GOOD             NGS
 PN0395  HISTORY     - 20031021 MARK NOT FOUND   WIDT
 PN0395  HISTORY     - 20050707 MARK NOT FOUND   WIDT
 PN0395
 PN0395                          STATION DESCRIPTION
 PN0395
 PN0395'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 QM0308 ***********************************************************************
 QM0308  DESIGNATION -  C 29
 QM0308  PID         -  QM0308
 QM0308  STATE/COUNTY-  WI/LANGLADE
 QM0308  USGS QUAD   -  KEMPSTER (1973)
 QM0308
 QM0308                         *CURRENT SURVEY CONTROL
 QM0308  ___________________________________________________________________
 QM0308* NAD 83(1986)-  45 21 51.     (N)    089 10 54.     (W)     SCALED    
 QM0308* NAVD 88     -       521.147  (meters)    1709.80   (feet)  ADJUSTED  
 QM0308  ___________________________________________________________________
 QM0308  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 QM0308  DYNAMIC HT  -         521.086 (meters)    1709.60  (feet)  COMP
 QM0308  MODELED GRAV-     980,483.5   (mgal)                       NAVD 88
 QM0308
 QM0308  VERT ORDER  -  SECOND    CLASS 0
 QM0308
 QM0308.The horizontal coordinates were scaled from a topographic map and have
 QM0308.an estimated accuracy of +/- 6 seconds.
 QM0308
 QM0308.The orthometric height was determined by differential leveling
 QM0308.and adjusted by the National Geodetic Survey in June 1991..
 QM0308
 QM0308.The geoid height was determined by GEOID03.
 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.      664,110.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0308.See file dsdata.txt to determine how the superseded data were derived.
 QM0308
 QM0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR291257(NAD 83)
 QM0308_MARKER: DB = BENCH MARK DISK
 QM0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0308_SP_SET: 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 = OCTOBER  7, 2006
 NH0004 ***********************************************************************
 NH0004  DESIGNATION -  C 3
 NH0004  PID         -  NH0004
 NH0004  STATE/COUNTY-  WI/RACINE
 NH0004  USGS QUAD   -  BURLINGTON (1987)
 NH0004
 NH0004                         *CURRENT SURVEY CONTROL
 NH0004  ___________________________________________________________________
 NH0004* NAD 83(1986)-  42 39 59.     (N)    088 17 03.     (W)     SCALED    
 NH0004* NAVD 88     -       239.144  (meters)     784.59   (feet)  ADJUSTED  
 NH0004  ___________________________________________________________________
 NH0004  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 NH0004  DYNAMIC HT  -         239.072 (meters)     784.36  (feet)  COMP
 NH0004  MODELED GRAV-     980,315.8   (mgal)                       NAVD 88
 NH0004
 NH0004  VERT ORDER  -  FIRST     CLASS II
 NH0004
 NH0004.The horizontal coordinates were scaled from a topographic map and have
 NH0004.an estimated accuracy of +/- 6 seconds.
 NH0004
 NH0004.The orthometric height was determined by differential leveling
 NH0004.and adjusted by the National Geodetic Survey in June 1991..
 NH0004
 NH0004.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0004.See file dsdata.txt to determine how the superseded data were derived.
 NH0004
 NH0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN947245(NAD 83)
 NH0004_MARKER: DB = BENCH MARK DISK
 NH0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0004_STAMPING: 784.834 C 3 1930
 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             NGS
 NH0004  HISTORY     - 1960     MARK NOT FOUND   NGS
 NH0004
 NH0004                          STATION DESCRIPTION
 NH0004
 NH0004'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1960
 NH0004'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0115 ***********************************************************************
 QM0115  DESIGNATION -  C 30
 QM0115  PID         -  QM0115
 QM0115  STATE/COUNTY-  WI/LANGLADE
 QM0115  USGS QUAD   -  LANGLADE (1973)
 QM0115
 QM0115                         *CURRENT SURVEY CONTROL
 QM0115  ___________________________________________________________________
 QM0115* NAD 83(1986)-  45 11 05.     (N)    088 43 52.     (W)     SCALED    
 QM0115* NAVD 88     -       386.795  (meters)    1269.01   (feet)  ADJUSTED  
 QM0115  ___________________________________________________________________
 QM0115  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 QM0115  DYNAMIC HT  -         386.746 (meters)    1268.85  (feet)  COMP
 QM0115  MODELED GRAV-     980,480.5   (mgal)                       NAVD 88
 QM0115
 QM0115  VERT ORDER  -  SECOND    CLASS 0
 QM0115
 QM0115.The horizontal coordinates were scaled from a topographic map and have
 QM0115.an estimated accuracy of +/- 6 seconds.
 QM0115
 QM0115.The orthometric height was determined by differential leveling
 QM0115.and adjusted by the National Geodetic Survey in June 1991..
 QM0115
 QM0115.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0115.See file dsdata.txt to determine how the superseded data were derived.
 QM0115
 QM0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR640049(NAD 83)
 QM0115_MARKER: DB = BENCH MARK DISK
 QM0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0115+STABILITY: SURFACE MOTION
 QM0115
 QM0115  HISTORY     - Date     Condition        Report By
 QM0115  HISTORY     - UNK      MONUMENTED       CGS
 QM0115  HISTORY     - 1934     GOOD             NGS
 QM0115  HISTORY     - 20050906 MARK NOT FOUND   WIDT
 QM0115
 QM0115                          STATION DESCRIPTION
 QM0115
 QM0115'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 RL0948 ***********************************************************************
 RL0948  DESIGNATION -  C 31
 RL0948  PID         -  RL0948
 RL0948  STATE/COUNTY-  WI/VILAS
 RL0948  USGS QUAD   -  LAND O' LAKES (1982)
 RL0948
 RL0948                         *CURRENT SURVEY CONTROL
 RL0948  ___________________________________________________________________
 RL0948* NAD 83(1986)-  46 07 36.     (N)    089 12 18.     (W)     SCALED    
 RL0948* NAVD 88     -       514.695  (meters)    1688.63   (feet)  ADJUSTED  
 RL0948  ___________________________________________________________________
 RL0948  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 RL0948  DYNAMIC HT  -         514.690 (meters)    1688.61  (feet)  COMP
 RL0948  MODELED GRAV-     980,588.0   (mgal)                       NAVD 88
 RL0948
 RL0948  VERT ORDER  -  SECOND    CLASS 0
 RL0948
 RL0948.The horizontal coordinates were scaled from a topographic map and have
 RL0948.an estimated accuracy of +/- 6 seconds.
 RL0948
 RL0948.The orthometric height was determined by differential leveling
 RL0948.and adjusted by the National Geodetic Survey in June 1991..
 RL0948
 RL0948.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0948.See file dsdata.txt to determine how the superseded data were derived.
 RL0948
 RL0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS296104(NAD 83)
 RL0948_MARKER: DB = BENCH MARK DISK
 RL0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0948_STAMPING: C 31 1934
 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             NGS
 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 NATIONAL 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 = OCTOBER  7, 2006
 RL0949 ***********************************************************************
 RL0949  DESIGNATION -  C 31 RESET 1951
 RL0949  PID         -  RL0949
 RL0949  STATE/COUNTY-  WI/VILAS
 RL0949  USGS QUAD   -  LAND O' LAKES (1982)
 RL0949
 RL0949                         *CURRENT SURVEY CONTROL
 RL0949  ___________________________________________________________________
 RL0949* NAD 83(1986)-  46 07 36.     (N)    089 12 18.     (W)     SCALED    
 RL0949* NAVD 88     -       514.55   (meters)    1688.2    (feet)  RESET     
 RL0949  ___________________________________________________________________
 RL0949  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 RL0949
 RL0949  VERT ORDER  -  THIRD
 RL0949
 RL0949.The horizontal coordinates were scaled from a topographic map and have
 RL0949.an estimated accuracy of +/- 6 seconds.
 RL0949
 RL0949.The orthometric height was computed from unverified reset data.
 RL0949.No vertical observational check was made to the station.
 RL0949
 RL0949.The geoid height was determined by GEOID03.
 RL0949
 RL0949;                    North         East    Units  Estimated Accuracy
 RL0949;SPC WI N     -   107,010.      661,440.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0949.See file dsdata.txt to determine how the superseded data were derived.
 RL0949
 RL0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS296104(NAD 83)
 RL0949_MARKER: DB = BENCH MARK DISK
 RL0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0949_SP_SET: 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 = OCTOBER  7, 2006
 QM0270 ***********************************************************************
 QM0270  DESIGNATION -  C 32
 QM0270  PID         -  QM0270
 QM0270  STATE/COUNTY-  WI/ONEIDA
 QM0270  USGS QUAD   -  STARKS (1982)
 QM0270
 QM0270                         *CURRENT SURVEY CONTROL
 QM0270  ___________________________________________________________________
 QM0270* NAD 83(1986)-  45 40 44.     (N)    089 08 22.     (W)     SCALED    
 QM0270* NAVD 88     -       500.598  (meters)    1642.38   (feet)  ADJUSTED  
 QM0270  ___________________________________________________________________
 QM0270  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 QM0270  DYNAMIC HT  -         500.566 (meters)    1642.27  (feet)  COMP
 QM0270  MODELED GRAV-     980,535.1   (mgal)                       NAVD 88
 QM0270
 QM0270  VERT ORDER  -  SECOND    CLASS 0
 QM0270
 QM0270.The horizontal coordinates were scaled from a topographic map and have
 QM0270.an estimated accuracy of +/- 6 seconds.
 QM0270
 QM0270.The orthometric height was determined by differential leveling
 QM0270.and adjusted by the National Geodetic Survey in June 1991..
 QM0270
 QM0270.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0270.See file dsdata.txt to determine how the superseded data were derived.
 QM0270
 QM0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR333605(NAD 83)
 QM0270_MARKER: DB = BENCH MARK DISK
 QM0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0270+STABILITY: SURFACE MOTION
 QM0270
 QM0270  HISTORY     - Date     Condition        Report By
 QM0270  HISTORY     - UNK      MONUMENTED       CGS
 QM0270  HISTORY     - 1934     GOOD             NGS
 QM0270  HISTORY     - 1963     POOR             USGS
 QM0270  HISTORY     - 20051003 MARK NOT FOUND   WIDT
 QM0270
 QM0270                          STATION DESCRIPTION
 QM0270
 QM0270'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 QM0375 ***********************************************************************
 QM0375  DESIGNATION -  C 33
 QM0375  PID         -  QM0375
 QM0375  STATE/COUNTY-  WI/LINCOLN
 QM0375  USGS QUAD   -  MERRILL (1982)
 QM0375
 QM0375                         *CURRENT SURVEY CONTROL
 QM0375  ___________________________________________________________________
 QM0375* NAD 83(1986)-  45 10 39.     (N)    089 44 43.     (W)     SCALED    
 QM0375* NAVD 88     -       393.524  (meters)    1291.09   (feet)  ADJUSTED  
 QM0375  ___________________________________________________________________
 QM0375  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 QM0375  DYNAMIC HT  -         393.480 (meters)    1290.94  (feet)  COMP
 QM0375  MODELED GRAV-     980,493.1   (mgal)                       NAVD 88
 QM0375
 QM0375  VERT ORDER  -  SECOND    CLASS 0
 QM0375
 QM0375.The horizontal coordinates were scaled from a topographic map and have
 QM0375.an estimated accuracy of +/- 6 seconds.
 QM0375
 QM0375.The orthometric height was determined by differential leveling
 QM0375.and adjusted by the National Geodetic Survey in June 1991..
 QM0375
 QM0375.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0375.See file dsdata.txt to determine how the superseded data were derived.
 QM0375
 QM0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR843063(NAD 83)
 QM0375_MARKER: DB = BENCH MARK DISK
 QM0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0375+STABILITY: SURFACE MOTION
 QM0375
 QM0375  HISTORY     - Date     Condition        Report By
 QM0375  HISTORY     - UNK      MONUMENTED       CGS
 QM0375  HISTORY     - 1934     GOOD             NGS
 QM0375  HISTORY     - 1950     MARK NOT FOUND   USGS
 QM0375
 QM0375                          STATION DESCRIPTION
 QM0375
 QM0375'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 PO0005 ***********************************************************************
 PO0005  DESIGNATION -  C 34
 PO0005  PID         -  PO0005
 PO0005  STATE/COUNTY-  WI/CLARK
 PO0005  USGS QUAD   -  SPENCER NORTH (1981)
 PO0005
 PO0005                         *CURRENT SURVEY CONTROL
 PO0005  ___________________________________________________________________
 PO0005* NAD 83(1986)-  44 48 04.     (N)    090 18 33.     (W)     SCALED    
 PO0005* NAVD 88     -       403.713  (meters)    1324.52   (feet)  ADJUSTED  
 PO0005  ___________________________________________________________________
 PO0005  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 PO0005  DYNAMIC HT  -         403.655 (meters)    1324.32  (feet)  COMP
 PO0005  MODELED GRAV-     980,462.2   (mgal)                       NAVD 88
 PO0005
 PO0005  VERT ORDER  -  SECOND    CLASS 0
 PO0005
 PO0005.The horizontal coordinates were scaled from a topographic map and have
 PO0005.an estimated accuracy of +/- 6 seconds.
 PO0005
 PO0005.The orthometric height was determined by differential leveling
 PO0005.and adjusted by the National Geodetic Survey in June 1991..
 PO0005
 PO0005.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0005.See file dsdata.txt to determine how the superseded data were derived.
 PO0005
 PO0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK128643(NAD 83)
 PO0005_MARKER: DB = BENCH MARK DISK
 PO0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0005_STAMPING: C 34 1934
 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   NGS
 PO0005  HISTORY     - 1980     MARK NOT FOUND
 PO0005  HISTORY     - 20031030 MARK NOT FOUND   WIDT
 PO0005
 PO0005                          STATION DESCRIPTION
 PO0005
 PO0005'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 PO0044 ***********************************************************************
 PO0044  DESIGNATION -  C 35
 PO0044  PID         -  PO0044
 PO0044  STATE/COUNTY-  WI/WOOD
 PO0044  USGS QUAD   -  MARSHFIELD (1979)
 PO0044
 PO0044                         *CURRENT SURVEY CONTROL
 PO0044  ___________________________________________________________________
 PO0044* NAD 83(1986)-  44 39 49.     (N)    090 10 01.     (W)     SCALED    
 PO0044* NAVD 88     -       389.822  (meters)    1278.94   (feet)  ADJUSTED  
 PO0044  ___________________________________________________________________
 PO0044  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 PO0044  DYNAMIC HT  -         389.755 (meters)    1278.72  (feet)  COMP
 PO0044  MODELED GRAV-     980,435.9   (mgal)                       NAVD 88
 PO0044
 PO0044  VERT ORDER  -  SECOND    CLASS 0
 PO0044
 PO0044.The horizontal coordinates were scaled from a topographic map and have
 PO0044.an estimated accuracy of +/- 6 seconds.
 PO0044
 PO0044.The orthometric height was determined by differential leveling
 PO0044.and adjusted by the National Geodetic Survey in June 1991..
 PO0044
 PO0044.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0044.See file dsdata.txt to determine how the superseded data were derived.
 PO0044
 PO0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK245494(NAD 83)
 PO0044_MARKER: DB = BENCH MARK DISK
 PO0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0044_STAMPING: C 35 1934
 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 = OCTOBER  7, 2006
 PN0596 ***********************************************************************
 PN0596  DESIGNATION -  C 36
 PN0596  PID         -  PN0596
 PN0596  STATE/COUNTY-  WI/MARATHON
 PN0596  USGS QUAD   -  WAUSAU WEST (1993)
 PN0596
 PN0596                         *CURRENT SURVEY CONTROL
 PN0596  ___________________________________________________________________
 PN0596* NAD 83(1986)-  44 57 07.     (N)    089 40 52.     (W)     SCALED    
 PN0596* NAVD 88     -       357.536  (meters)    1173.02   (feet)  ADJUSTED  
 PN0596  ___________________________________________________________________
 PN0596  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 PN0596  DYNAMIC HT  -         357.484 (meters)    1172.85  (feet)  COMP
 PN0596  MODELED GRAV-     980,463.2   (mgal)                       NAVD 88
 PN0596
 PN0596  VERT ORDER  -  SECOND    CLASS 0
 PN0596
 PN0596.The horizontal coordinates were scaled from a topographic map and have
 PN0596.an estimated accuracy of +/- 6 seconds.
 PN0596
 PN0596.The orthometric height was determined by differential leveling
 PN0596.and adjusted by the National Geodetic Survey in June 1991..
 PN0596
 PN0596.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0596.See file dsdata.txt to determine how the superseded data were derived.
 PN0596
 PN0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ885811(NAD 83)
 PN0596_MARKER: DB = BENCH MARK DISK
 PN0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0596+STABILITY: SURFACE MOTION
 PN0596
 PN0596  HISTORY     - Date     Condition        Report By
 PN0596  HISTORY     - UNK      MONUMENTED       CGS
 PN0596  HISTORY     - 1934     GOOD             NGS
 PN0596  HISTORY     - 1983     MARK NOT FOUND   USGS
 PN0596  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 PN0596
 PN0596                          STATION DESCRIPTION
 PN0596
 PN0596'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 PN0358 ***********************************************************************
 PN0358  DESIGNATION -  C 37
 PN0358  PID         -  PN0358
 PN0358  STATE/COUNTY-  WI/MARATHON
 PN0358  USGS QUAD   -  WITTENBERG (1982)
 PN0358
 PN0358                         *CURRENT SURVEY CONTROL
 PN0358  ___________________________________________________________________
 PN0358* NAD 83(1986)-  44 47 02.     (N)    089 14 57.     (W)     SCALED    
 PN0358* NAVD 88     -       365.300  (meters)    1198.49   (feet)  ADJUSTED  
 PN0358  ___________________________________________________________________
 PN0358  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 PN0358  DYNAMIC HT  -         365.236 (meters)    1198.28  (feet)  COMP
 PN0358  MODELED GRAV-     980,432.6   (mgal)                       NAVD 88
 PN0358
 PN0358  VERT ORDER  -  SECOND    CLASS 0
 PN0358
 PN0358.The horizontal coordinates were scaled from a topographic map and have
 PN0358.an estimated accuracy of +/- 6 seconds.
 PN0358
 PN0358.The orthometric height was determined by differential leveling
 PN0358.and adjusted by the National Geodetic Survey in June 1991..
 PN0358
 PN0358.The geoid height was determined by GEOID03.
 PN0358
 PN0358.The dynamic height is computed by dividing the NAVD 88
 PN0358.geopotential number by the normal gravity value computed on the
 PN0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0358.degrees latitude (g = 980.6199 gals.).
 PN0358
 PN0358.The modeled gravity was interpolated from observed gravity values.
 PN0358
 PN0358;                    North         East    Units  Estimated Accuracy
 PN0358;SPC WI C     -   105,900.      659,420.      MT  (+/- 180 meters Scaled)
 PN0358
 PN0358                          SUPERSEDED SURVEY CONTROL
 PN0358
 PN0358  NGVD 29 (??/??/92)  365.319  (m)         1198.55   (f) ADJ UNCH    2 0
 PN0358
 PN0358.Superseded values are not recommended for survey control.
 PN0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0358.See file dsdata.txt to determine how the superseded data were derived.
 PN0358
 PN0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ220614(NAD 83)
 PN0358_MARKER: DB = BENCH MARK DISK
 PN0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0358+STABILITY: SURFACE MOTION
 PN0358
 PN0358  HISTORY     - Date     Condition        Report By
 PN0358  HISTORY     - UNK      MONUMENTED       CGS
 PN0358  HISTORY     - 1934     GOOD             NGS
 PN0358  HISTORY     - 1954     GOOD             DOD
 PN0358
 PN0358                          STATION DESCRIPTION
 PN0358
 PN0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PN0358'AT ELDERON.
 PN0358'7 RAILS NORTH OF ELDERON STATION.  30 FT. NORTH OF MAIN STREET.
 PN0358'25 FT. WEST OF CENTERLINE OF C. AND N.W. R.R.  1 FT. NORTHEAST
 PN0358'OF TELEPHONE POLE.
 PN0358
 PN0358                          STATION RECOVERY (1954)
 PN0358
 PN0358'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1954
 PN0358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0542 ***********************************************************************
 PN0542  DESIGNATION -  C 38
 PN0542  PID         -  PN0542
 PN0542  STATE/COUNTY-  WI/MARATHON
 PN0542  USGS QUAD   -  WAUSAU EAST (1993)
 PN0542
 PN0542                         *CURRENT SURVEY CONTROL
 PN0542  ___________________________________________________________________
 PN0542* NAD 83(1986)-  44 56 14.     (N)    089 36 19.     (W)     SCALED    
 PN0542* NAVD 88     -       369.712  (meters)    1212.96   (feet)  ADJUSTED  
 PN0542  ___________________________________________________________________
 PN0542  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 PN0542  DYNAMIC HT  -         369.659 (meters)    1212.79  (feet)  COMP
 PN0542  MODELED GRAV-     980,461.6   (mgal)                       NAVD 88
 PN0542
 PN0542  VERT ORDER  -  SECOND    CLASS 0
 PN0542
 PN0542.The horizontal coordinates were scaled from a topographic map and have
 PN0542.an estimated accuracy of +/- 6 seconds.
 PN0542
 PN0542.The orthometric height was determined by differential leveling
 PN0542.and adjusted by the National Geodetic Survey in June 1991..
 PN0542
 PN0542.The geoid height was determined by GEOID03.
 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     -   122,740.      631,160.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0542.See file dsdata.txt to determine how the superseded data were derived.
 PN0542
 PN0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ944792(NAD 83)
 PN0542_MARKER: DB = BENCH MARK DISK
 PN0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0542_STAMPING: C 38 1934
 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             NGS
 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 NATIONAL GEODETIC SURVEY 1964
 PN0542'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0468 ***********************************************************************
 PN0468  DESIGNATION -  C 39
 PN0468  PID         -  PN0468
 PN0468  STATE/COUNTY-  WI/WOOD
 PN0468  USGS QUAD   -  WISCONSIN RAPIDS NORTH (1984)
 PN0468
 PN0468                         *CURRENT SURVEY CONTROL
 PN0468  ___________________________________________________________________
 PN0468* NAD 83(1986)-  44 26 38.     (N)    089 48 50.     (W)     SCALED    
 PN0468* NAVD 88     -       315.059  (meters)    1033.66   (feet)  ADJUSTED  
 PN0468  ___________________________________________________________________
 PN0468  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 PN0468  DYNAMIC HT  -         315.002 (meters)    1033.47  (feet)  COMP
 PN0468  MODELED GRAV-     980,429.6   (mgal)                       NAVD 88
 PN0468
 PN0468  VERT ORDER  -  SECOND    CLASS 0
 PN0468
 PN0468.The horizontal coordinates were scaled from a topographic map and have
 PN0468.an estimated accuracy of +/- 6 seconds.
 PN0468
 PN0468.The orthometric height was determined by differential leveling
 PN0468.and adjusted by the National Geodetic Survey in June 1991..
 PN0468
 PN0468.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0468.See file dsdata.txt to determine how the superseded data were derived.
 PN0468
 PN0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ760250(NAD 83)
 PN0468_MARKER: DB = BENCH MARK DISK
 PN0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0468_STAMPING: C 39 1934
 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   NGS
 PN0468  HISTORY     - 1983     MARK NOT FOUND   USGS
 PN0468  HISTORY     - 20031023 MARK NOT FOUND   WIDT
 PN0468
 PN0468                          STATION DESCRIPTION
 PN0468
 PN0468'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 RM0134 ***********************************************************************
 RM0134  DESIGNATION -  C 40
 RM0134  PID         -  RM0134
 RM0134  STATE/COUNTY-  WI/ASHLAND
 RM0134  USGS QUAD   -  BUTTERNUT (1984)
 RM0134
 RM0134                         *CURRENT SURVEY CONTROL
 RM0134  ___________________________________________________________________
 RM0134* NAD 83(1986)-  46 02 39.     (N)    090 29 44.     (W)     SCALED    
 RM0134* NAVD 88     -       478.845  (meters)    1571.01   (feet)  ADJUSTED  
 RM0134  ___________________________________________________________________
 RM0134  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 RM0134  DYNAMIC HT  -         478.838 (meters)    1570.99  (feet)  COMP
 RM0134  MODELED GRAV-     980,584.9   (mgal)                       NAVD 88
 RM0134
 RM0134  VERT ORDER  -  SECOND    CLASS 0
 RM0134
 RM0134.The horizontal coordinates were scaled from a topographic map and have
 RM0134.an estimated accuracy of +/- 6 seconds.
 RM0134
 RM0134.The orthometric height was determined by differential leveling
 RM0134.and adjusted by the National Geodetic Survey in June 1991..
 RM0134
 RM0134.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0134.See file dsdata.txt to determine how the superseded data were derived.
 RM0134
 RM0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM937020(NAD 83)
 RM0134_MARKER: DB = BENCH MARK DISK
 RM0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0134_STAMPING: C 40 1934
 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 = OCTOBER  7, 2006
 QN0146 ***********************************************************************
 QN0146  DESIGNATION -  C 41
 QN0146  PID         -  QN0146
 QN0146  STATE/COUNTY-  WI/PRICE
 QN0146  USGS QUAD   -  BUTTERNUT LAKE (1970)
 QN0146
 QN0146                         *CURRENT SURVEY CONTROL
 QN0146  ___________________________________________________________________
 QN0146* NAD 83(1986)-  45 54 36.     (N)    090 33 05.     (W)     SCALED    
 QN0146* NAVD 88     -       457.735  (meters)    1501.75   (feet)  ADJUSTED  
 QN0146  ___________________________________________________________________
 QN0146  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 QN0146  DYNAMIC HT  -         457.722 (meters)    1501.71  (feet)  COMP
 QN0146  MODELED GRAV-     980,573.5   (mgal)                       NAVD 88
 QN0146
 QN0146  VERT ORDER  -  SECOND    CLASS 0
 QN0146
 QN0146.The horizontal coordinates were scaled from a topographic map and have
 QN0146.an estimated accuracy of +/- 6 seconds.
 QN0146
 QN0146.The orthometric height was determined by differential leveling
 QN0146.and adjusted by the National Geodetic Survey in June 1991..
 QN0146
 QN0146.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0146.See file dsdata.txt to determine how the superseded data were derived.
 QN0146
 QN0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL899869(NAD 83)
 QN0146_MARKER: DB = BENCH MARK DISK
 QN0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0146_STAMPING: C 41 1934
 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 = OCTOBER  7, 2006
 QN0190 ***********************************************************************
 QN0190  DESIGNATION -  C 42
 QN0190  PID         -  QN0190
 QN0190  STATE/COUNTY-  WI/SAWYER
 QN0190  USGS QUAD   -  COUDERAY (1971)
 QN0190
 QN0190                         *CURRENT SURVEY CONTROL
 QN0190  ___________________________________________________________________
 QN0190* NAD 83(1986)-  45 46 50.     (N)    091 20 24.     (W)     SCALED    
 QN0190* NAVD 88     -       407.450  (meters)    1336.78   (feet)  ADJUSTED  
 QN0190  ___________________________________________________________________
 QN0190  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 QN0190  DYNAMIC HT  -         407.430 (meters)    1336.71  (feet)  COMP
 QN0190  MODELED GRAV-     980,554.2   (mgal)                       NAVD 88
 QN0190
 QN0190  VERT ORDER  -  SECOND    CLASS 0
 QN0190
 QN0190.The horizontal coordinates were scaled from a topographic map and have
 QN0190.an estimated accuracy of +/- 6 seconds.
 QN0190
 QN0190.The orthometric height was determined by differential leveling
 QN0190.and adjusted by the National Geodetic Survey in June 1991..
 QN0190
 QN0190.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0190.See file dsdata.txt to determine how the superseded data were derived.
 QN0190
 QN0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL290710(NAD 83)
 QN0190_MARKER: DB = BENCH MARK DISK
 QN0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0190_STAMPING: C 42 1934
 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 = OCTOBER  7, 2006
 RM0268 ***********************************************************************
 RM0268  DESIGNATION -  C 43
 RM0268  PID         -  RM0268
 RM0268  STATE/COUNTY-  WI/SAWYER
 RM0268  USGS QUAD   -  CABLE (1976)
 RM0268
 RM0268                         *CURRENT SURVEY CONTROL
 RM0268  ___________________________________________________________________
 RM0268* NAD 83(1986)-  46 08 40.     (N)    091 20 02.     (W)     SCALED    
 RM0268* NAVD 88     -       392.680  (meters)    1288.32   (feet)  ADJUSTED  
 RM0268  ___________________________________________________________________
 RM0268  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 RM0268  DYNAMIC HT  -         392.687 (meters)    1288.34  (feet)  COMP
 RM0268  MODELED GRAV-     980,621.4   (mgal)                       NAVD 88
 RM0268
 RM0268  VERT ORDER  -  SECOND    CLASS 0
 RM0268
 RM0268.The horizontal coordinates were scaled from a topographic map and have
 RM0268.an estimated accuracy of +/- 6 seconds.
 RM0268
 RM0268.The orthometric height was determined by differential leveling
 RM0268.and adjusted by the National Geodetic Survey in June 1991..
 RM0268
 RM0268.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0268.See file dsdata.txt to determine how the superseded data were derived.
 RM0268
 RM0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM286114(NAD 83)
 RM0268_MARKER: Z = SEE DESCRIPTION
 RM0268_SETTING: 0 = UNSPECIFIED SETTING
 RM0268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RM0268
 RM0268  HISTORY     - Date     Condition        Report By
 RM0268  HISTORY     - UNK      MONUMENTED       CGS
 RM0268  HISTORY     - 1934     GOOD             NGS
 RM0268  HISTORY     - 1966     MARK NOT FOUND   WIHD
 RM0268  HISTORY     - 20041201 MARK NOT FOUND   WIDT
 RM0268
 RM0268                          STATION DESCRIPTION
 RM0268
 RM0268'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 QM0340 ***********************************************************************
 QM0340  DESIGNATION -  C 45
 QM0340  PID         -  QM0340
 QM0340  STATE/COUNTY-  WI/LINCOLN
 QM0340  USGS QUAD   -  DOERING (1973)
 QM0340
 QM0340                         *CURRENT SURVEY CONTROL
 QM0340  ___________________________________________________________________
 QM0340* NAD 83(1986)-  45 10 38.     (N)    089 28 01.     (W)     SCALED    
 QM0340* NAVD 88     -       434.397  (meters)    1425.18   (feet)  ADJUSTED  
 QM0340  ___________________________________________________________________
 QM0340  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 QM0340  DYNAMIC HT  -         434.345 (meters)    1425.01  (feet)  COMP
 QM0340  MODELED GRAV-     980,483.2   (mgal)                       NAVD 88
 QM0340
 QM0340  VERT ORDER  -  SECOND    CLASS 0
 QM0340
 QM0340.The horizontal coordinates were scaled from a topographic map and have
 QM0340.an estimated accuracy of +/- 6 seconds.
 QM0340
 QM0340.The orthometric height was determined by differential leveling
 QM0340.and adjusted by the National Geodetic Survey in June 1991..
 QM0340
 QM0340.The geoid height was determined by GEOID03.
 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     -   149,470.      641,900.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0340.See file dsdata.txt to determine how the superseded data were derived.
 QM0340
 QM0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR061055(NAD 83)
 QM0340_MARKER: DB = BENCH MARK DISK
 QM0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0340+STABILITY: SURFACE MOTION
 QM0340
 QM0340  HISTORY     - Date     Condition        Report By
 QM0340  HISTORY     - UNK      MONUMENTED       CGS
 QM0340  HISTORY     - 1934     GOOD             NGS
 QM0340
 QM0340                          STATION DESCRIPTION
 QM0340
 QM0340'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 QO0024 ***********************************************************************
 QO0024  DESIGNATION -  C 47
 QO0024  PID         -  QO0024
 QO0024  STATE/COUNTY-  WI/BURNETT
 QO0024  USGS QUAD   -  SIREN WEST (1982)
 QO0024
 QO0024                         *CURRENT SURVEY CONTROL
 QO0024  ___________________________________________________________________
 QO0024* NAD 83(1986)-  45 47 09.     (N)    092 22 51.     (W)     SCALED    
 QO0024* NAVD 88     -       303.498  (meters)     995.73   (feet)  ADJUSTED  
 QO0024  ___________________________________________________________________
 QO0024  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 QO0024  DYNAMIC HT  -         303.514 (meters)     995.78  (feet)  COMP
 QO0024  MODELED GRAV-     980,657.8   (mgal)                       NAVD 88
 QO0024
 QO0024  VERT ORDER  -  SECOND    CLASS 0
 QO0024
 QO0024.The horizontal coordinates were scaled from a topographic map and have
 QO0024.an estimated accuracy of +/- 6 seconds.
 QO0024
 QO0024.The orthometric height was determined by differential leveling
 QO0024.and adjusted by the National Geodetic Survey in June 1991..
 QO0024
 QO0024.The geoid height was determined by GEOID03.
 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     -    71,590.      414,900.      MT  (+/- 180 meters Scaled)
 QO0024
 QO0024                          SUPERSEDED SURVEY CONTROL
 QO0024
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0024.See file dsdata.txt to determine how the superseded data were derived.
 QO0024
 QO0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL481704(NAD 83)
 QO0024_MARKER: DB = BENCH MARK DISK
 QO0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0024_MARK LOGO: CGS   
 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 NOT SUITABLE FOR
 QO0024+SATELLITE: SATELLITE OBSERVATIONS - June 07, 1993
 QO0024
 QO0024  HISTORY     - Date     Condition        Report By
 QO0024  HISTORY     - 1934     MONUMENTED       CGS
 QO0024  HISTORY     - 1934     GOOD             NGS
 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
 QO0024                          STATION DESCRIPTION
 QO0024
 QO0024'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0194 ***********************************************************************
 PO0194  DESIGNATION -  C 49
 PO0194  PID         -  PO0194
 PO0194  STATE/COUNTY-  WI/CHIPPEWA
 PO0194  USGS QUAD   -  CADOTT (1979)
 PO0194
 PO0194                         *CURRENT SURVEY CONTROL
 PO0194  ___________________________________________________________________
 PO0194* NAD 83(1986)-  44 56 46.     (N)    091 09 15.     (W)     SCALED    
 PO0194* NAVD 88     -       298.544  (meters)     979.47   (feet)  ADJUSTED  
 PO0194  ___________________________________________________________________
 PO0194  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 PO0194  DYNAMIC HT  -         298.521 (meters)     979.40  (feet)  COMP
 PO0194  MODELED GRAV-     980,530.8   (mgal)                       NAVD 88
 PO0194
 PO0194  VERT ORDER  -  SECOND    CLASS 0
 PO0194
 PO0194.The horizontal coordinates were scaled from a topographic map and have
 PO0194.an estimated accuracy of +/- 6 seconds.
 PO0194
 PO0194.The orthometric height was determined by differential leveling
 PO0194.and adjusted by the National Geodetic Survey in June 1991..
 PO0194
 PO0194.The geoid height was determined by GEOID03.
 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     -   124,300.      508,920.      MT  (+/- 180 meters Scaled)
 PO0194
 PO0194                          SUPERSEDED SURVEY CONTROL
 PO0194
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0194.See file dsdata.txt to determine how the superseded data were derived.
 PO0194
 PO0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK456786(NAD 83)
 PO0194_MARKER: DB = BENCH MARK DISK
 PO0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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 - October 17, 2005
 PO0194
 PO0194  HISTORY     - Date     Condition        Report By
 PO0194  HISTORY     - UNK      MONUMENTED       CGS
 PO0194  HISTORY     - 1934     GOOD             NGS
 PO0194  HISTORY     - 1965     GOOD             NGS
 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
 PO0194                          STATION DESCRIPTION
 PO0194
 PO0194'DESCRIBED BY NATIONAL 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0161 ***********************************************************************
 OM0161  DESIGNATION -  C 5
 OM0161  PID         -  OM0161
 OM0161  STATE/COUNTY-  WI/WINNEBAGO
 OM0161  USGS QUAD   -  VAN DYNE (1992)
 OM0161
 OM0161                         *CURRENT SURVEY CONTROL
 OM0161  ___________________________________________________________________
 OM0161* NAD 83(1986)-  43 57 56.     (N)    088 31 57.     (W)     SCALED    
 OM0161* NAVD 88     -       235.458  (meters)     772.50   (feet)  ADJUSTED  
 OM0161  ___________________________________________________________________
 OM0161  GEOID HEIGHT-         -36.16  (meters)                     GEOID03
 OM0161  DYNAMIC HT  -         235.406 (meters)     772.33  (feet)  COMP
 OM0161  MODELED GRAV-     980,395.8   (mgal)                       NAVD 88
 OM0161
 OM0161  VERT ORDER  -  SECOND    CLASS I
 OM0161
 OM0161.The horizontal coordinates were scaled from a topographic map and have
 OM0161.an estimated accuracy of +/- 6 seconds.
 OM0161
 OM0161.The orthometric height was determined by differential leveling
 OM0161.and adjusted by the National Geodetic Survey in February 2001..
 OM0161.WARNING-Repeat measurements at this control monument indicate possible
 OM0161.vertical movement.
 OM0161
 OM0161.The geoid height was determined by GEOID03.
 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     -   219,400.      717,760.      MT  (+/- 180 meters Scaled)
 OM0161
 OM0161                          SUPERSEDED SURVEY CONTROL
 OM0161
 OM0161  NAVD 88 (06/15/91)  235.471  (m)          772.54   (f) UNKNOWN     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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0161.See file dsdata.txt to determine how the superseded data were derived.
 OM0161
 OM0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP770691(NAD 83)
 OM0161_MARKER: DB = BENCH MARK DISK
 OM0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0161_SP_SET: 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 - May 31, 2005
 OM0161
 OM0161  HISTORY     - Date     Condition        Report By
 OM0161  HISTORY     - 1930     MONUMENTED       CGS
 OM0161  HISTORY     - 1956     GOOD             NGS
 OM0161  HISTORY     - 1989     GOOD             USPSQD
 OM0161  HISTORY     - 19960907 GOOD             USPSQD
 OM0161  HISTORY     - 20000314 GOOD             WIDT
 OM0161  HISTORY     - 20050531 GOOD             WIDT
 OM0161
 OM0161                          STATION DESCRIPTION
 OM0161
 OM0161'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO0062 ***********************************************************************
 QO0062  DESIGNATION -  C 50
 QO0062  PID         -  QO0062
 QO0062  STATE/COUNTY-  WI/ST CROIX
 QO0062  USGS QUAD   -  JEWETT (1975)
 QO0062
 QO0062                         *CURRENT SURVEY CONTROL
 QO0062  ___________________________________________________________________
 QO0062* NAD 83(1986)-  45 06 58.     (N)    092 26 10.     (W)     SCALED    
 QO0062* NAVD 88     -       312.554  (meters)    1025.44   (feet)  ADJUSTED  
 QO0062  ___________________________________________________________________
 QO0062  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 QO0062  DYNAMIC HT  -         312.513 (meters)    1025.30  (feet)  COMP
 QO0062  MODELED GRAV-     980,478.9   (mgal)                       NAVD 88
 QO0062
 QO0062  VERT ORDER  -  SECOND    CLASS 0
 QO0062
 QO0062.The horizontal coordinates were scaled from a topographic map and have
 QO0062.an estimated accuracy of +/- 6 seconds.
 QO0062
 QO0062.The orthometric height was determined by differential leveling
 QO0062.and adjusted by the National Geodetic Survey in June 1991..
 QO0062
 QO0062.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0062.See file dsdata.txt to determine how the superseded data were derived.
 QO0062
 QO0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK443960(NAD 83)
 QO0062_MARKER: DB = BENCH MARK DISK
 QO0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0062+STABILITY: SURFACE MOTION
 QO0062
 QO0062  HISTORY     - Date     Condition        Report By
 QO0062  HISTORY     - UNK      MONUMENTED       CGS
 QO0062  HISTORY     - 1934     GOOD             NGS
 QO0062  HISTORY     - 1975     MARK NOT FOUND   USGS
 QO0062  HISTORY     - 20031209 MARK NOT FOUND   WIDT
 QO0062
 QO0062                          STATION DESCRIPTION
 QO0062
 QO0062'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 PO0283 ***********************************************************************
 PO0283  DESIGNATION -  C 51
 PO0283  PID         -  PO0283
 PO0283  STATE/COUNTY-  WI/DUNN
 PO0283  USGS QUAD   -  COLFAX SOUTH (1972)
 PO0283
 PO0283                         *CURRENT SURVEY CONTROL
 PO0283  ___________________________________________________________________
 PO0283* NAD 83(1986)-  44 59 40.     (N)    091 41 00.     (W)     SCALED    
 PO0283* NAVD 88     -       299.408  (meters)     982.31   (feet)  ADJUSTED  
 PO0283  ___________________________________________________________________
 PO0283  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 PO0283  DYNAMIC HT  -         299.378 (meters)     982.21  (feet)  COMP
 PO0283  MODELED GRAV-     980,508.8   (mgal)                       NAVD 88
 PO0283
 PO0283  VERT ORDER  -  SECOND    CLASS 0
 PO0283
 PO0283.The horizontal coordinates were scaled from a topographic map and have
 PO0283.an estimated accuracy of +/- 6 seconds.
 PO0283
 PO0283.The orthometric height was determined by differential leveling
 PO0283.and adjusted by the National Geodetic Survey in June 1991..
 PO0283
 PO0283.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0283.See file dsdata.txt to determine how the superseded data were derived.
 PO0283
 PO0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK037831(NAD 83)
 PO0283_MARKER: DB = BENCH MARK DISK
 PO0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0283+STABILITY: SURFACE MOTION
 PO0283
 PO0283  HISTORY     - Date     Condition        Report By
 PO0283  HISTORY     - UNK      MONUMENTED       CGS
 PO0283  HISTORY     - 1934     GOOD             NGS
 PO0283  HISTORY     - 1972     MARK NOT FOUND   USGS
 PO0283
 PO0283                          STATION DESCRIPTION
 PO0283
 PO0283'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 QN0102 ***********************************************************************
 QN0102  DESIGNATION -  C 53
 QN0102  PID         -  QN0102
 QN0102  STATE/COUNTY-  WI/TAYLOR
 QN0102  USGS QUAD   -  MEDFORD (1969)
 QN0102
 QN0102                         *CURRENT SURVEY CONTROL
 QN0102  ___________________________________________________________________
 QN0102* NAD 83(1986)-  45 14 08.     (N)    090 19 28.     (W)     SCALED    
 QN0102* NAVD 88     -       453.147  (meters)    1486.70   (feet)  ADJUSTED  
 QN0102  ___________________________________________________________________
 QN0102  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 QN0102  DYNAMIC HT  -         453.114 (meters)    1486.59  (feet)  COMP
 QN0102  MODELED GRAV-     980,529.1   (mgal)                       NAVD 88
 QN0102
 QN0102  VERT ORDER  -  SECOND    CLASS 0
 QN0102
 QN0102.The horizontal coordinates were scaled from a topographic map and have
 QN0102.an estimated accuracy of +/- 6 seconds.
 QN0102
 QN0102.The orthometric height was determined by differential leveling
 QN0102.and adjusted by the National Geodetic Survey in June 1991..
 QN0102
 QN0102.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0102.See file dsdata.txt to determine how the superseded data were derived.
 QN0102
 QN0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL100126(NAD 83)
 QN0102_MARKER: DB = BENCH MARK DISK
 QN0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0102_STAMPING: C 53 1934
 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 = OCTOBER  7, 2006
 PO0175 ***********************************************************************
 PO0175  DESIGNATION -  C 54
 PO0175  PID         -  PO0175
 PO0175  STATE/COUNTY-  WI/JACKSON
 PO0175  USGS QUAD   -  FAIRCHILD (1979)
 PO0175
 PO0175                         *CURRENT SURVEY CONTROL
 PO0175  ___________________________________________________________________
 PO0175* NAD 83(1986)-  44 34 56.     (N)    090 57 15.     (W)     SCALED    
 PO0175* NAVD 88     -       330.323  (meters)    1083.73   (feet)  ADJUSTED  
 PO0175  ___________________________________________________________________
 PO0175  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 PO0175  DYNAMIC HT  -         330.275 (meters)    1083.58  (feet)  COMP
 PO0175  MODELED GRAV-     980,462.8   (mgal)                       NAVD 88
 PO0175
 PO0175  VERT ORDER  -  SECOND    CLASS 0
 PO0175
 PO0175.The horizontal coordinates were scaled from a topographic map and have
 PO0175.an estimated accuracy of +/- 6 seconds.
 PO0175
 PO0175.The orthometric height was determined by differential leveling
 PO0175.and adjusted by the National Geodetic Survey in June 1991..
 PO0175
 PO0175.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0175.See file dsdata.txt to determine how the superseded data were derived.
 PO0175
 PO0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK624385(NAD 83)
 PO0175_MARKER: DB = BENCH MARK DISK
 PO0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0175_STAMPING: C 54 1934
 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 = OCTOBER  7, 2006
 PO0155 ***********************************************************************
 PO0155  DESIGNATION -  C 55
 PO0155  PID         -  PO0155
 PO0155  STATE/COUNTY-  WI/MONROE
 PO0155  USGS QUAD   -  WARRENS WEST (1983)
 PO0155
 PO0155                         *CURRENT SURVEY CONTROL
 PO0155  ___________________________________________________________________
 PO0155* NAD 83(1986)-  44 08 18.     (N)    090 30 58.     (W)     SCALED    
 PO0155* NAVD 88     -       311.338  (meters)    1021.45   (feet)  ADJUSTED  
 PO0155  ___________________________________________________________________
 PO0155  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 PO0155  DYNAMIC HT  -         311.274 (meters)    1021.24  (feet)  COMP
 PO0155  MODELED GRAV-     980,407.1   (mgal)                       NAVD 88
 PO0155
 PO0155  VERT ORDER  -  SECOND    CLASS 0
 PO0155
 PO0155.The horizontal coordinates were scaled from a topographic map and have
 PO0155.an estimated accuracy of +/- 6 seconds.
 PO0155
 PO0155.The orthometric height was determined by differential leveling
 PO0155.and adjusted by the National Geodetic Survey in June 1991..
 PO0155
 PO0155.The geoid height was determined by GEOID03.
 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     -   237,690.      558,700.      MT  (+/- 180 meters Scaled)
 PO0155
 PO0155                          SUPERSEDED SURVEY CONTROL
 PO0155
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0155.See file dsdata.txt to determine how the superseded data were derived.
 PO0155
 PO0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ986902(NAD 83)
 PO0155_MARKER: DB = BENCH MARK DISK
 PO0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0155+STABILITY: SURFACE MOTION
 PO0155
 PO0155  HISTORY     - Date     Condition        Report By
 PO0155  HISTORY     - UNK      MONUMENTED       CGS
 PO0155  HISTORY     - 1934     GOOD             NGS
 PO0155
 PO0155                          STATION DESCRIPTION
 PO0155
 PO0155'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0187 ***********************************************************************
 PO0187  DESIGNATION -  C 56
 PO0187  PID         -  PO0187
 PO0187  STATE/COUNTY-  WI/CLARK
 PO0187  USGS QUAD   -  COLUMBIA (1979)
 PO0187
 PO0187                         *CURRENT SURVEY CONTROL
 PO0187  ___________________________________________________________________
 PO0187* NAD 83(1986)-  44 31 56.     (N)    090 40 25.     (W)     SCALED    
 PO0187* NAVD 88     -       301.527  (meters)     989.26   (feet)  ADJUSTED  
 PO0187  ___________________________________________________________________
 PO0187  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 PO0187  DYNAMIC HT  -         301.482 (meters)     989.11  (feet)  COMP
 PO0187  MODELED GRAV-     980,460.1   (mgal)                       NAVD 88
 PO0187
 PO0187  VERT ORDER  -  SECOND    CLASS 0
 PO0187
 PO0187.The horizontal coordinates were scaled from a topographic map and have
 PO0187.an estimated accuracy of +/- 6 seconds.
 PO0187
 PO0187.The orthometric height was determined by differential leveling
 PO0187.and adjusted by the National Geodetic Survey in June 1991..
 PO0187
 PO0187.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0187.See file dsdata.txt to determine how the superseded data were derived.
 PO0187
 PO0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK848336(NAD 83)
 PO0187_MARKER: DB = BENCH MARK DISK
 PO0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0187_STAMPING: C 56 1934
 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 = OCTOBER  7, 2006
 PO0299 ***********************************************************************
 PO0299  DESIGNATION -  C 58
 PO0299  PID         -  PO0299
 PO0299  STATE/COUNTY-  WI/DUNN
 PO0299  USGS QUAD   -  ROCK FALLS (1973)
 PO0299
 PO0299                         *CURRENT SURVEY CONTROL
 PO0299  ___________________________________________________________________
 PO0299* NAD 83(1986)-  44 44 58.     (N)    091 42 15.     (W)     SCALED    
 PO0299* NAVD 88     -       227.693  (meters)     747.02   (feet)  ADJUSTED  
 PO0299  ___________________________________________________________________
 PO0299  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 PO0299  DYNAMIC HT  -         227.671 (meters)     746.95  (feet)  COMP
 PO0299  MODELED GRAV-     980,515.7   (mgal)                       NAVD 88
 PO0299
 PO0299  VERT ORDER  -  SECOND    CLASS 0
 PO0299
 PO0299.The horizontal coordinates were scaled from a topographic map and have
 PO0299.an estimated accuracy of +/- 6 seconds.
 PO0299
 PO0299.The orthometric height was determined by differential leveling
 PO0299.and adjusted by the National Geodetic Survey in June 1991..
 PO0299
 PO0299.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0299.See file dsdata.txt to determine how the superseded data were derived.
 PO0299
 PO0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK025559(NAD 83)
 PO0299_MARKER: DB = BENCH MARK DISK
 PO0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0299+STABILITY: SURFACE MOTION
 PO0299
 PO0299  HISTORY     - Date     Condition        Report By
 PO0299  HISTORY     - UNK      MONUMENTED       CGS
 PO0299  HISTORY     - 1934     GOOD             NGS
 PO0299  HISTORY     - 1972     MARK NOT FOUND   USGS
 PO0299  HISTORY     - 20031202 MARK NOT FOUND   WIDT
 PO0299
 PO0299                          STATION DESCRIPTION
 PO0299
 PO0299'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 PP0589 ***********************************************************************
 PP0589  DESIGNATION -  C 59
 PP0589  PID         -  PP0589
 PP0589  STATE/COUNTY-  WI/PIERCE
 PP0589  USGS QUAD   -  RIVER FALLS EAST (1974)
 PP0589
 PP0589                         *CURRENT SURVEY CONTROL
 PP0589  ___________________________________________________________________
 PP0589* NAD 83(1986)-  44 46 16.     (N)    092 30 25.     (W)     SCALED    
 PP0589* NAVD 88     -       297.541  (meters)     976.18   (feet)  ADJUSTED  
 PP0589  ___________________________________________________________________
 PP0589  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 PP0589  DYNAMIC HT  -         297.498 (meters)     976.04  (feet)  COMP
 PP0589  MODELED GRAV-     980,464.6   (mgal)                       NAVD 88
 PP0589
 PP0589  VERT ORDER  -  SECOND    CLASS 0
 PP0589
 PP0589.The horizontal coordinates were scaled from a topographic map and have
 PP0589.an estimated accuracy of +/- 6 seconds.
 PP0589
 PP0589.The orthometric height was determined by differential leveling
 PP0589.and adjusted by the National Geodetic Survey in June 1991..
 PP0589
 PP0589.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0589.See file dsdata.txt to determine how the superseded data were derived.
 PP0589
 PP0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK390576(NAD 83)
 PP0589_MARKER: DB = BENCH MARK DISK
 PP0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0589_STAMPING: C 59 1934
 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 = OCTOBER  7, 2006
 PN0093 ***********************************************************************
 PN0093  DESIGNATION -  C 6
 PN0093  PID         -  PN0093
 PN0093  STATE/COUNTY-  WI/BROWN
 PN0093  USGS QUAD   -  GREEN BAY WEST (1992)
 PN0093
 PN0093                         *CURRENT SURVEY CONTROL
 PN0093  ___________________________________________________________________
 PN0093* NAD 83(1991)-  44 33 33.42109(N)    088 03 23.87506(W)     ADJUSTED  
 PN0093* NAVD 88     -       178.091  (meters)     584.29   (feet)  ADJUSTED  
 PN0093  ___________________________________________________________________
 PN0093  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 PN0093  GEOID HEIGHT-         -36.21  (meters)                     GEOID03
 PN0093  DYNAMIC HT  -         178.070 (meters)     584.22  (feet)  COMP
 PN0093  MODELED GRAV-     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
 PN0093.and adjusted by the National Geodetic Survey in June 1991..
 PN0093
 PN0093.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0093
 PN0093.The geoid height was determined by GEOID03.
 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;                    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     -   0.99997775  x   0.99995592  =   0.99993367
 PN0093!UTM  16      -   0.99997775  x   0.99968659  =   0.99966435
 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)          584.40   (f) ADJ UNCH    1 2
 PN0093
 PN0093.Superseded values are not recommended for survey control.
 PN0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0093.See file dsdata.txt to determine how the superseded data were derived.
 PN0093
 PN0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1608534537(NAD 83)
 PN0093_MARKER: DB = BENCH MARK DISK
 PN0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0093_STAMPING: 584.405 C 6 1930
 PN0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0093+STABILITY: SURFACE MOTION
 PN0093
 PN0093  HISTORY     - Date     Condition        Report By
 PN0093  HISTORY     - 1953     MONUMENTED       CGS
 PN0093  HISTORY     - 1953     GOOD             NGS
 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 NATIONAL 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 = OCTOBER  7, 2006
 PN0094 ***********************************************************************
 PN0094  DESIGNATION -  C 6 RESET
 PN0094  PID         -  PN0094
 PN0094  STATE/COUNTY-  WI/BROWN
 PN0094  USGS QUAD   -  GREEN BAY WEST (1992)
 PN0094
 PN0094                         *CURRENT SURVEY CONTROL
 PN0094  ___________________________________________________________________
 PN0094* NAD 83(1991)-  44 33 31.34791(N)    088 03 20.86861(W)     ADJUSTED  
 PN0094* NAVD 88     -       178.060  (meters)     584.19   (feet)  ADJUSTED  
 PN0094  ___________________________________________________________________
 PN0094  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 PN0094  GEOID HEIGHT-         -36.21  (meters)                     GEOID03
 PN0094  DYNAMIC HT  -         178.038 (meters)     584.11  (feet)  COMP
 PN0094  MODELED GRAV-     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.No horizontal observational check was made to the station.
 PN0094
 PN0094.The orthometric height was determined by differential leveling
 PN0094.and adjusted by the National Geodetic Survey in June 1991..
 PN0094.WARNING-Repeat measurements at this control monument indicate possible
 PN0094.vertical movement.
 PN0094
 PN0094.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0094
 PN0094.The geoid height was determined by GEOID03.
 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;                    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     -   0.99997776  x   0.99995597  =   0.99993373
 PN0094!UTM  16      -   0.99997776  x   0.99968646  =   0.99966423
 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 (07/19/86)  177.99   (m)          584.0    (f) LEVELING    3  
 PN0094
 PN0094.Superseded values are not recommended for survey control.
 PN0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0094.See file dsdata.txt to determine how the superseded data were derived.
 PN0094
 PN0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1615134472(NAD 83)
 PN0094_MARKER: DB = BENCH MARK DISK
 PN0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0094_SP_SET: CONCRETE POST
 PN0094_STAMPING: C 6 RESET 1964
 PN0094_MARK LOGO: CGS   
 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 = OCTOBER  7, 2006
 PO0260 ***********************************************************************
 PO0260  DESIGNATION -  C 60
 PO0260  PID         -  PO0260
 PO0260  STATE/COUNTY-  WI/TREMPEALEAU
 PO0260  USGS QUAD   -  WHITEHALL (1973)
 PO0260
 PO0260                         *CURRENT SURVEY CONTROL
 PO0260  ___________________________________________________________________
 PO0260* NAD 83(1986)-  44 22 12.     (N)    091 21 43.     (W)     SCALED    
 PO0260* NAVD 88     -       240.664  (meters)     789.58   (feet)  ADJUSTED  
 PO0260  ___________________________________________________________________
 PO0260  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 PO0260  DYNAMIC HT  -         240.634 (meters)     789.48  (feet)  COMP
 PO0260  MODELED GRAV-     980,486.6   (mgal)                       NAVD 88
 PO0260
 PO0260  VERT ORDER  -  SECOND    CLASS 0
 PO0260
 PO0260.The horizontal coordinates were scaled from a topographic map and have
 PO0260.an estimated accuracy of +/- 6 seconds.
 PO0260
 PO0260.The orthometric height was determined by differential leveling
 PO0260.and adjusted by the National Geodetic Survey in June 1991..
 PO0260
 PO0260.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0260.See file dsdata.txt to determine how the superseded data were derived.
 PO0260
 PO0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK305142(NAD 83)
 PO0260_MARKER: DB = BENCH MARK DISK
 PO0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0260+STABILITY: SURFACE MOTION
 PO0260
 PO0260  HISTORY     - Date     Condition        Report By
 PO0260  HISTORY     - UNK      MONUMENTED       CGS
 PO0260  HISTORY     - 1934     GOOD             NGS
 PO0260  HISTORY     - 20031119 MARK NOT FOUND   WIDT
 PO0260
 PO0260                          STATION DESCRIPTION
 PO0260
 PO0260'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 RL1263 ***********************************************************************
 RL1263  DESIGNATION -  C 61
 RL1263  PID         -  RL1263
 RL1263  STATE/COUNTY-  WI/VILAS
 RL1263  USGS QUAD   -  CHANEY LAKE (1982)
 RL1263
 RL1263                         *CURRENT SURVEY CONTROL
 RL1263  ___________________________________________________________________
 RL1263* NAD 83(1986)-  46 15 13.     (N)    089 53 55.     (W)     SCALED    
 RL1263* NAVD 88     -       510.033  (meters)    1673.33   (feet)  ADJUSTED  
 RL1263  ___________________________________________________________________
 RL1263  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 RL1263  DYNAMIC HT  -         510.030 (meters)    1673.32  (feet)  COMP
 RL1263  MODELED GRAV-     980,592.1   (mgal)                       NAVD 88
 RL1263
 RL1263  VERT ORDER  -  SECOND    CLASS 0
 RL1263
 RL1263.The horizontal coordinates were scaled from a topographic map and have
 RL1263.an estimated accuracy of +/- 6 seconds.
 RL1263
 RL1263.The orthometric height was determined by differential leveling
 RL1263.and adjusted by the National Geodetic Survey in June 1991..
 RL1263
 RL1263.The geoid height was determined by GEOID03.
 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     -   120,810.      607,820.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1263.See file dsdata.txt to determine how the superseded data were derived.
 RL1263
 RL1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS765263(NAD 83)
 RL1263_MARKER: DB = BENCH MARK DISK
 RL1263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1263_STAMPING: C 61 1948
 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 = OCTOBER  7, 2006
 RL1076 ***********************************************************************
 RL1076  DESIGNATION -  C 63
 RL1076  PID         -  RL1076
 RL1076  STATE/COUNTY-  WI/VILAS
 RL1076  USGS QUAD   -  PIONEER LAKE (1981)
 RL1076
 RL1076                         *CURRENT SURVEY CONTROL
 RL1076  ___________________________________________________________________
 RL1076* NAD 83(1986)-  46 02 10.     (N)    089 07 50.     (W)     SCALED    
 RL1076* NAVD 88     -       530.069  (meters)    1739.07   (feet)  ADJUSTED  
 RL1076  ___________________________________________________________________
 RL1076  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 RL1076  DYNAMIC HT  -         530.058 (meters)    1739.03  (feet)  COMP
 RL1076  MODELED GRAV-     980,576.8   (mgal)                       NAVD 88
 RL1076
 RL1076  VERT ORDER  -  SECOND    CLASS 0
 RL1076
 RL1076.The horizontal coordinates were scaled from a topographic map and have
 RL1076.an estimated accuracy of +/- 6 seconds.
 RL1076
 RL1076.The orthometric height was determined by differential leveling
 RL1076.and adjusted by the National Geodetic Survey in June 1991..
 RL1076
 RL1076.The geoid height was determined by GEOID03.
 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     -    97,000.      667,300.      MT  (+/- 180 meters Scaled)
 RL1076
 RL1076                          SUPERSEDED SURVEY CONTROL
 RL1076
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1076.See file dsdata.txt to determine how the superseded data were derived.
 RL1076
 RL1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS351002(NAD 83)
 RL1076_MARKER: DB = BENCH MARK DISK
 RL1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1076_STAMPING: C 63 1948
 RL1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1076+STABILITY: SURFACE MOTION
 RL1076_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1076+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2005
 RL1076
 RL1076  HISTORY     - Date     Condition        Report By
 RL1076  HISTORY     - 1948     MONUMENTED       CGS
 RL1076  HISTORY     - 19970628 GOOD             USPSQD
 RL1076  HISTORY     - 20051005 GOOD             WIDT
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL0446 ***********************************************************************
 RL0446  DESIGNATION -  C 64
 RL0446  PID         -  RL0446
 RL0446  STATE/COUNTY-  WI/FOREST
 RL0446  USGS QUAD   -  SMOKY LAKE (1981)
 RL0446
 RL0446                         *CURRENT SURVEY CONTROL
 RL0446  ___________________________________________________________________
 RL0446* NAD 83(1986)-  46 01 33.     (N)    088 54 07.     (W)     SCALED    
 RL0446* NAVD 88     -       489.410  (meters)    1605.67   (feet)  ADJUSTED  
 RL0446  ___________________________________________________________________
 RL0446  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 RL0446  DYNAMIC HT  -         489.407 (meters)    1605.66  (feet)  COMP
 RL0446  MODELED GRAV-     980,593.5   (mgal)                       NAVD 88
 RL0446
 RL0446  VERT ORDER  -  SECOND    CLASS 0
 RL0446
 RL0446.The horizontal coordinates were scaled from a topographic map and have
 RL0446.an estimated accuracy of +/- 6 seconds.
 RL0446
 RL0446.The orthometric height was determined by differential leveling
 RL0446.and adjusted by the National Geodetic Survey in June 1991..
 RL0446
 RL0446.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0446.See file dsdata.txt to determine how the superseded data were derived.
 RL0446
 RL0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR527986(NAD 83)
 RL0446_MARKER: DB = BENCH MARK DISK
 RL0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0446_STAMPING: C 64 194
 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 = OCTOBER  7, 2006
 RL1136 ***********************************************************************
 RL1136  DESIGNATION -  C 65
 RL1136  PID         -  RL1136
 RL1136  STATE/COUNTY-  WI/VILAS
 RL1136  USGS QUAD   -  PAPOOSE LAKE (1981)
 RL1136
 RL1136                         *CURRENT SURVEY CONTROL
 RL1136  ___________________________________________________________________
 RL1136* NAD 83(1986)-  46 13 53.     (N)    089 52 27.     (W)     SCALED    
 RL1136* NAVD 88     -       509.854  (meters)    1672.75   (feet)  ADJUSTED  
 RL1136  ___________________________________________________________________
 RL1136  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 RL1136  DYNAMIC HT  -         509.852 (meters)    1672.74  (feet)  COMP
 RL1136  MODELED GRAV-     980,594.2   (mgal)                       NAVD 88
 RL1136
 RL1136  VERT ORDER  -  SECOND    CLASS 0
 RL1136
 RL1136.The horizontal coordinates were scaled from a topographic map and have
 RL1136.an estimated accuracy of +/- 6 seconds.
 RL1136
 RL1136.The orthometric height was determined by differential leveling
 RL1136.and adjusted by the National Geodetic Survey in June 1991..
 RL1136
 RL1136.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 RL1136
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1136.See file dsdata.txt to determine how the superseded data were derived.
 RL1136
 RL1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS783237(NAD 83)
 RL1136_MARKER: DB = BENCH MARK DISK
 RL1136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1136_STAMPING: C 65 1948
 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 - September 20, 2005
 RL1136
 RL1136  HISTORY     - Date     Condition        Report By
 RL1136  HISTORY     - 1948     MONUMENTED       CGS
 RL1136  HISTORY     - 20050920 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0218 ***********************************************************************
 QN0218  DESIGNATION -  C 7
 QN0218  PID         -  QN0218
 QN0218  STATE/COUNTY-  WI/RUSK
 QN0218  USGS QUAD   -  LADYSMITH (1971)
 QN0218
 QN0218                         *CURRENT SURVEY CONTROL
 QN0218  ___________________________________________________________________
 QN0218* NAD 83(1986)-  45 25 25.     (N)    091 04 50.     (W)     SCALED    
 QN0218* NAVD 88     -       350.782  (meters)    1150.86   (feet)  ADJUSTED  
 QN0218  ___________________________________________________________________
 QN0218  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 QN0218  DYNAMIC HT  -         350.764 (meters)    1150.80  (feet)  COMP
 QN0218  MODELED GRAV-     980,555.7   (mgal)                       NAVD 88
 QN0218
 QN0218  VERT ORDER  -  FIRST     CLASS II
 QN0218
 QN0218.The horizontal coordinates were scaled from a topographic map and have
 QN0218.an estimated accuracy of +/- 6 seconds.
 QN0218
 QN0218.The orthometric height was determined by differential leveling
 QN0218.and adjusted by the National Geodetic Survey in June 1991..
 QN0218
 QN0218.The geoid height was determined by GEOID03.
 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     -   177,280.      515,440.      MT  (+/- 180 meters Scaled)
 QN0218
 QN0218                          SUPERSEDED SURVEY CONTROL
 QN0218
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0218.See file dsdata.txt to determine how the superseded data were derived.
 QN0218
 QN0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL501318(NAD 83)
 QN0218_MARKER: DB = BENCH MARK DISK
 QN0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0218_STAMPING: 1150.867 C 7 1930
 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 - December 01, 2005
 QN0218
 QN0218  HISTORY     - Date     Condition        Report By
 QN0218  HISTORY     - 1930     MONUMENTED       CGS
 QN0218  HISTORY     - 1934     GOOD             NGS
 QN0218  HISTORY     - 19960912 GOOD             USPSQD
 QN0218  HISTORY     - 20051201 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 NATIONAL 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' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0267 ***********************************************************************
 NH0267  DESIGNATION -  C 78
 NH0267  PID         -  NH0267
 NH0267  STATE/COUNTY-  WI/ROCK
 NH0267  USGS QUAD   -  CLINTON (1976)
 NH0267
 NH0267                         *CURRENT SURVEY CONTROL
 NH0267  ___________________________________________________________________
 NH0267* NAD 83(1986)-  42 33 25.     (N)    088 50 59.     (W)     SCALED    
 NH0267* NAVD 88     -       289.793  (meters)     950.76   (feet)  ADJUSTED  
 NH0267  ___________________________________________________________________
 NH0267  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 NH0267  DYNAMIC HT  -         289.704 (meters)     950.47  (feet)  COMP
 NH0267  MODELED GRAV-     980,307.7   (mgal)                       NAVD 88
 NH0267
 NH0267  VERT ORDER  -  SECOND    CLASS 0
 NH0267
 NH0267.The horizontal coordinates were scaled from a topographic map and have
 NH0267.an estimated accuracy of +/- 6 seconds.
 NH0267
 NH0267.The orthometric height was determined by differential leveling
 NH0267.and adjusted by the National Geodetic Survey in June 1991..
 NH0267
 NH0267.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0267.See file dsdata.txt to determine how the superseded data were derived.
 NH0267
 NH0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN481132(NAD 83)
 NH0267_MARKER: DB = BENCH MARK DISK
 NH0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0267_STAMPING: C 78 1960
 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 = OCTOBER  7, 2006
 PN0487 ***********************************************************************
 PN0487  DESIGNATION -  C 8
 PN0487  PID         -  PN0487
 PN0487  STATE/COUNTY-  WI/WOOD
 PN0487  USGS QUAD   -  VESPER (1984)
 PN0487
 PN0487                         *CURRENT SURVEY CONTROL
 PN0487  ___________________________________________________________________
 PN0487* NAD 83(1986)-  44 26 16.     (N)    089 53 18.     (W)     SCALED    
 PN0487* NAVD 88     -       320.748  (meters)    1052.32   (feet)  ADJUSTED  
 PN0487  ___________________________________________________________________
 PN0487  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 PN0487  DYNAMIC HT  -         320.691 (meters)    1052.13  (feet)  COMP
 PN0487  MODELED GRAV-     980,434.8   (mgal)                       NAVD 88
 PN0487
 PN0487  VERT ORDER  -  FIRST     CLASS II
 PN0487
 PN0487.The horizontal coordinates were scaled from a topographic map and have
 PN0487.an estimated accuracy of +/- 6 seconds.
 PN0487
 PN0487.The orthometric height was determined by differential leveling
 PN0487.and adjusted by the National Geodetic Survey in June 1991..
 PN0487
 PN0487.The geoid height was determined by GEOID03.
 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     -    67,170.      608,890.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0487.See file dsdata.txt to determine how the superseded data were derived.
 PN0487
 PN0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ701245(NAD 83)
 PN0487_MARKER: DB = BENCH MARK DISK
 PN0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0487_STAMPING: 1052.383 C 8 1930
 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 = OCTOBER  7, 2006
 ON0122 ***********************************************************************
 ON0122  DESIGNATION -  C 80
 ON0122  PID         -  ON0122
 ON0122  STATE/COUNTY-  WI/VERNON
 ON0122  USGS QUAD   -  READSTOWN (1983)
 ON0122
 ON0122                         *CURRENT SURVEY CONTROL
 ON0122  ___________________________________________________________________
 ON0122* NAD 83(1986)-  43 28 33.     (N)    090 50 23.     (W)     SCALED    
 ON0122* NAVD 88     -       305.478  (meters)    1002.22   (feet)  ADJUSTED  
 ON0122  ___________________________________________________________________
 ON0122  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 ON0122  DYNAMIC HT  -         305.403 (meters)    1001.98  (feet)  COMP
 ON0122  MODELED GRAV-     980,366.5   (mgal)                       NAVD 88
 ON0122
 ON0122  VERT ORDER  -  SECOND    CLASS 0
 ON0122
 ON0122.The horizontal coordinates were scaled from a topographic map and have
 ON0122.an estimated accuracy of +/- 6 seconds.
 ON0122
 ON0122.The orthometric height was determined by differential leveling
 ON0122.and adjusted by the National Geodetic Survey in June 1991..
 ON0122
 ON0122.The geoid height was determined by GEOID03.
 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     -   164,290.      532,070.      MT  (+/- 180 meters Scaled)
 ON0122
 ON0122                          SUPERSEDED SURVEY CONTROL
 ON0122
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0122.See file dsdata.txt to determine how the superseded data were derived.
 ON0122
 ON0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ747159(NAD 83)
 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 - August 27, 2002
 ON0122
 ON0122  HISTORY     - Date     Condition        Report By
 ON0122  HISTORY     - 1934     MONUMENTED       CGS
 ON0122  HISTORY     - 20020827 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0097 ***********************************************************************
 ON0097  DESIGNATION -  C 81
 ON0097  PID         -  ON0097
 ON0097  STATE/COUNTY-  WI/RICHLAND
 ON0097  USGS QUAD   -  LONE ROCK (1983)
 ON0097
 ON0097                         *CURRENT SURVEY CONTROL
 ON0097  ___________________________________________________________________
 ON0097* NAD 83(1986)-  43 11 14.     (N)    090 12 52.     (W)     SCALED    
 ON0097* NAVD 88     -       214.467  (meters)     703.63   (feet)  ADJUSTED  
 ON0097  ___________________________________________________________________
 ON0097  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 ON0097  DYNAMIC HT  -         214.411 (meters)     703.45  (feet)  COMP
 ON0097  MODELED GRAV-     980,355.6   (mgal)                       NAVD 88
 ON0097
 ON0097  VERT ORDER  -  SECOND    CLASS 0
 ON0097
 ON0097.The horizontal coordinates were scaled from a topographic map and have
 ON0097.an estimated accuracy of +/- 6 seconds.
 ON0097
 ON0097.The orthometric height was determined by differential leveling
 ON0097.and adjusted by the National Geodetic Survey in June 1991..
 ON0097
 ON0097.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0097.See file dsdata.txt to determine how the superseded data were derived.
 ON0097
 ON0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH263853(NAD 83)
 ON0097_MARKER: DB = BENCH MARK DISK
 ON0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0097_STAMPING: C 81 1934
 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 = OCTOBER  7, 2006
 ON0052 ***********************************************************************
 ON0052  DESIGNATION -  C 83
 ON0052  PID         -  ON0052
 ON0052  STATE/COUNTY-  WI/JUNEAU
 ON0052  USGS QUAD   -  MAUSTON (1983)
 ON0052
 ON0052                         *CURRENT SURVEY CONTROL
 ON0052  ___________________________________________________________________
 ON0052* NAD 83(1986)-  43 48 50.     (N)    090 06 11.     (W)     SCALED    
 ON0052* NAVD 88     -       269.892  (meters)     885.47   (feet)  ADJUSTED  
 ON0052  ___________________________________________________________________
 ON0052  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 ON0052  DYNAMIC HT  -         269.831 (meters)     885.27  (feet)  COMP
 ON0052  MODELED GRAV-     980,386.6   (mgal)                       NAVD 88
 ON0052
 ON0052  VERT ORDER  -  SECOND    CLASS 0
 ON0052
 ON0052.The horizontal coordinates were scaled from a topographic map and have
 ON0052.an estimated accuracy of +/- 6 seconds.
 ON0052
 ON0052.The orthometric height was determined by differential leveling
 ON0052.and adjusted by the National Geodetic Survey in June 1991..
 ON0052
 ON0052.The geoid height was determined by GEOID03.
 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     -   201,510.      591,710.      MT  (+/- 180 meters Scaled)
 ON0052
 ON0052                          SUPERSEDED SURVEY CONTROL
 ON0052
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0052.See file dsdata.txt to determine how the superseded data were derived.
 ON0052
 ON0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ329552(NAD 83)
 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 - October 15, 2002
 ON0052
 ON0052  HISTORY     - Date     Condition        Report By
 ON0052  HISTORY     - 1934     MONUMENTED       CGS
 ON0052  HISTORY     - 20021015 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0327 ***********************************************************************
 OM0327  DESIGNATION -  C 84
 OM0327  PID         -  OM0327
 OM0327  STATE/COUNTY-  WI/COLUMBIA
 OM0327  USGS QUAD   -  PORTAGE (1984)
 OM0327
 OM0327                         *CURRENT SURVEY CONTROL
 OM0327  ___________________________________________________________________
 OM0327* NAD 83(1986)-  43 32 16.     (N)    089 27 54.     (W)     SCALED    
 OM0327* NAVD 88     -       244.795  (meters)     803.13   (feet)  ADJUSTED  
 OM0327  ___________________________________________________________________
 OM0327  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 OM0327  DYNAMIC HT  -         244.735 (meters)     802.93  (feet)  COMP
 OM0327  MODELED GRAV-     980,366.8   (mgal)                       NAVD 88
 OM0327
 OM0327  VERT ORDER  -  SECOND    CLASS 0
 OM0327
 OM0327.The horizontal coordinates were scaled from a topographic map and have
 OM0327.an estimated accuracy of +/- 6 seconds.
 OM0327
 OM0327.The orthometric height was determined by differential leveling
 OM0327.and adjusted by the National Geodetic Survey in June 1991..
 OM0327
 OM0327.The geoid height was determined by GEOID03.
 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     -   170,970.      643,240.      MT  (+/- 180 meters Scaled)
 OM0327
 OM0327                          SUPERSEDED SURVEY CONTROL
 OM0327
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0327.See file dsdata.txt to determine how the superseded data were derived.
 OM0327
 OM0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP008234(NAD 83)
 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 - May 30, 2003
 OM0327
 OM0327  HISTORY     - Date     Condition        Report By
 OM0327  HISTORY     - 1934     MONUMENTED       CGS
 OM0327  HISTORY     - 1977     GOOD             ALSTER
 OM0327  HISTORY     - 19910406 GOOD             USPSQD
 OM0327  HISTORY     - 19910406 GOOD             USPSQD
 OM0327  HISTORY     - 20030530 GOOD             WIDT
 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 (1991)
 OM0327
 OM0327'RECOVERY NOTE BY US POWER SQUADRON 1991
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0153 ***********************************************************************
 OM0153  DESIGNATION -  C 85
 OM0153  PID         -  OM0153
 OM0153  STATE/COUNTY-  WI/DODGE
 OM0153  USGS QUAD   -  FOX LAKE (1980)
 OM0153
 OM0153                         *CURRENT SURVEY CONTROL
 OM0153  ___________________________________________________________________
 OM0153* NAD 83(1986)-  43 33 58.     (N)    088 54 33.     (W)     SCALED    
 OM0153* NAVD 88     -       280.668  (meters)     920.82   (feet)  ADJUSTED  
 OM0153  ___________________________________________________________________
 OM0153  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 OM0153  DYNAMIC HT  -         280.603 (meters)     920.61  (feet)  COMP
 OM0153  MODELED GRAV-     980,382.5   (mgal)                       NAVD 88
 OM0153
 OM0153  VERT ORDER  -  SECOND    CLASS 0
 OM0153
 OM0153.The horizontal coordinates were scaled from a topographic map and have
 OM0153.an estimated accuracy of +/- 6 seconds.
 OM0153
 OM0153.The orthometric height was determined by differential leveling
 OM0153.and adjusted by the National Geodetic Survey in June 1991..
 OM0153
 OM0153.The geoid height was determined by GEOID03.
 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.      688,120.      MT  (+/- 180 meters Scaled)
 OM0153
 OM0153                          SUPERSEDED SURVEY CONTROL
 OM0153
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0153.See file dsdata.txt to determine how the superseded data were derived.
 OM0153
 OM0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP458254(NAD 83)
 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 - August 16, 2003
 OM0153
 OM0153  HISTORY     - Date     Condition        Report By
 OM0153  HISTORY     - 1934     MONUMENTED       CGS
 OM0153  HISTORY     - 1943     GOOD             NGS
 OM0153  HISTORY     - 20030528 GOOD             WIDT
 OM0153  HISTORY     - 20030816 GOOD             USPSQD
 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0063 ***********************************************************************
 OM0063  DESIGNATION -  C 86
 OM0063  PID         -  OM0063
 OM0063  STATE/COUNTY-  WI/WASHINGTON
 OM0063  USGS QUAD   -  HARTFORD EAST (1976)
 OM0063
 OM0063                         *CURRENT SURVEY CONTROL
 OM0063  ___________________________________________________________________
 OM0063* NAD 83(1986)-  43 19 43.     (N)    088 19 07.     (W)     SCALED    
 OM0063* NAVD 88     -       310.286  (meters)    1018.00   (feet)  ADJUSTED  
 OM0063  ___________________________________________________________________
 OM0063  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 OM0063  DYNAMIC HT  -         310.210 (meters)    1017.75  (feet)  COMP
 OM0063  MODELED GRAV-     980,365.9   (mgal)                       NAVD 88
 OM0063
 OM0063  VERT ORDER  -  SECOND    CLASS 0
 OM0063
 OM0063.The horizontal coordinates were scaled from a topographic map and have
 OM0063.an estimated accuracy of +/- 6 seconds.
 OM0063
 OM0063.The orthometric height was determined by differential leveling
 OM0063.and adjusted by the National Geodetic Survey in June 1991..
 OM0063
 OM0063.The geoid height was determined by GEOID03.
 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     -   148,970.      736,350.      MT  (+/- 180 meters Scaled)
 OM0063
 OM0063                          SUPERSEDED SURVEY CONTROL
 OM0063
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0063.See file dsdata.txt to determine how the superseded data were derived.
 OM0063
 OM0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN930981(NAD 83)
 OM0063_MARKER: DB = BENCH MARK DISK
 OM0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0063_SP_SET: 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 - November 09, 2003
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0075 ***********************************************************************
 OL0075  DESIGNATION -  C 87
 OL0075  PID         -  OL0075
 OL0075  STATE/COUNTY-  WI/OZAUKEE
 OL0075  USGS QUAD   -  PORT WASHINGTON EAST (1994)
 OL0075
 OL0075                         *CURRENT SURVEY CONTROL
 OL0075  ___________________________________________________________________
 OL0075* NAD 83(1986)-  43 23 18.     (N)    087 52 17.     (W)     SCALED    
 OL0075* NAVD 88     -       188.618  (meters)     618.82   (feet)  ADJUSTED  
 OL0075  ___________________________________________________________________
 OL0075  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 OL0075  DYNAMIC HT  -         188.575 (meters)     618.68  (feet)  COMP
 OL0075  MODELED GRAV-     980,391.4   (mgal)                       NAVD 88
 OL0075
 OL0075  VERT ORDER  -  SECOND    CLASS 0
 OL0075
 OL0075.The horizontal coordinates were scaled from a topographic map and have
 OL0075.an estimated accuracy of +/- 6 seconds.
 OL0075
 OL0075.The orthometric height was determined by differential leveling
 OL0075.and adjusted by the National Geodetic Survey in June 1991..
 OL0075
 OL0075.The geoid height was determined by GEOID03.
 OL0075
 OL0075.The dynamic height is computed by dividing the NAVD 88
 OL0075.geopotential number by the normal gravity value computed on the
 OL0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0075.degrees latitude (g = 980.6199 gals.).
 OL0075
 OL0075.The modeled gravity was interpolated from observed gravity values.
 OL0075
 OL0075;                    North         East    Units  Estimated Accuracy
 OL0075;SPC WI S     -   156,430.      772,440.      MT  (+/- 180 meters Scaled)
 OL0075
 OL0075                          SUPERSEDED SURVEY CONTROL
 OL0075
 OL0075  NGVD 29 (??/??/92)  188.664  (m)          618.98   (f) ADJ UNCH    2 0
 OL0075
 OL0075.Superseded values are not recommended for survey control.
 OL0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0075.See file dsdata.txt to determine how the superseded data were derived.
 OL0075
 OL0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP294043(NAD 83)
 OL0075_MARKER: DB = BENCH MARK DISK
 OL0075_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OL0075_SP_SET: LIMESTONE COLUMN
 OL0075_STAMPING: C-87 1934
 OL0075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OL0075
 OL0075  HISTORY     - Date     Condition        Report By
 OL0075  HISTORY     - 1934     MONUMENTED       CGS
 OL0075  HISTORY     - 1972     MARK NOT FOUND   NGS
 OL0075  HISTORY     - 20031122 MARK NOT FOUND   USPSQD
 OL0075
 OL0075                          STATION DESCRIPTION
 OL0075
 OL0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OL0075'AT PORT WASHINGTON.
 OL0075'AT PORT WASHINGTON AT OZAUKEE COUNTY COURT HOUSE AT MAIN AND
 OL0075'WISCONSIN STREETS.  SET VERTICALLY IN LIMESTONE COLUMN AT
 OL0075'WEST SIDE OF THE NORTH ENTRANCE.  1 FOOT ABOVE BOTTOM OF COLUMN.
 OL0075
 OL0075                          STATION RECOVERY (1972)
 OL0075
 OL0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 OL0075'MARK NOT FOUND.
 OL0075
 OL0075                          STATION RECOVERY (2003)
 OL0075
 OL0075'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OL0075'NOT FOUND.  THE MONUMENT WAS RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0076 ***********************************************************************
 OL0076  DESIGNATION -  C 87 RESET
 OL0076  PID         -  OL0076
 OL0076  STATE/COUNTY-  WI/OZAUKEE
 OL0076  USGS QUAD   -  PORT WASHINGTON EAST (1994)
 OL0076
 OL0076                         *CURRENT SURVEY CONTROL
 OL0076  ___________________________________________________________________
 OL0076* NAD 83(1986)-  43 23 18.     (N)    087 52 17.     (W)     SCALED    
 OL0076* NAVD 88     -       189.271  (meters)     620.97   (feet)  ADJUSTED  
 OL0076  ___________________________________________________________________
 OL0076  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 OL0076  DYNAMIC HT  -         189.228 (meters)     620.83  (feet)  COMP
 OL0076  MODELED GRAV-     980,391.4   (mgal)                       NAVD 88
 OL0076
 OL0076  VERT ORDER  -  FIRST     CLASS 0
 OL0076
 OL0076.The horizontal coordinates were scaled from a topographic map and have
 OL0076.an estimated accuracy of +/- 6 seconds.
 OL0076
 OL0076.The orthometric height was determined by differential leveling
 OL0076.and adjusted by the National Geodetic Survey in June 1991..
 OL0076
 OL0076.The geoid height was determined by GEOID03.
 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     -   156,430.      772,440.      MT  (+/- 180 meters Scaled)
 OL0076
 OL0076                          SUPERSEDED SURVEY CONTROL
 OL0076
 OL0076.No superseded survey control is available for this station.
 OL0076
 OL0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP294043(NAD 83)
 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 - November 22, 2003
 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
 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--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0225 ***********************************************************************
 OL0225  DESIGNATION -  C 88
 OL0225  PID         -  OL0225
 OL0225  STATE/COUNTY-  WI/SHEBOYGAN
 OL0225  USGS QUAD   -  SHEBOYGAN NORTH (1994)
 OL0225
 OL0225                         *CURRENT SURVEY CONTROL
 OL0225  ___________________________________________________________________
 OL0225* NAD 83(1986)-  43 50 55.     (N)    087 44 45.     (W)     SCALED    
 OL0225* NAVD 88     -       193.598  (meters)     635.16   (feet)  ADJUSTED  
 OL0225  ___________________________________________________________________
 OL0225  GEOID HEIGHT-         -35.89  (meters)                     GEOID03
 OL0225  DYNAMIC HT  -         193.562 (meters)     635.04  (feet)  COMP
 OL0225  MODELED GRAV-     980,432.3   (mgal)                       NAVD 88
 OL0225
 OL0225  VERT ORDER  -  SECOND    CLASS I
 OL0225
 OL0225.The horizontal coordinates were scaled from a topographic map and have
 OL0225.an estimated accuracy of +/- 6 seconds.
 OL0225
 OL0225.The orthometric height was determined by differential leveling
 OL0225.and adjusted by the National Geodetic Survey in May 2003..
 OL0225.WARNING-Repeat measurements at this control monument indicate possible
 OL0225.vertical movement.
 OL0225
 OL0225.The geoid height was determined by GEOID03.
 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     -   207,820.      781,230.      MT  (+/- 180 meters Scaled)
 OL0225
 OL0225                          SUPERSEDED SURVEY CONTROL
 OL0225
 OL0225  NAVD 88 (06/15/91)  193.556  (m)          635.02   (f) UNKNOWN     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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0225.See file dsdata.txt to determine how the superseded data were derived.
 OL0225
 OL0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP400553(NAD 83)
 OL0225_MARKER: DB = BENCH MARK DISK
 OL0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0225_SP_SET: 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 - January 04, 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0011 ***********************************************************************
 OM0011  DESIGNATION -  C 90
 OM0011  PID         -  OM0011
 OM0011  STATE/COUNTY-  WI/SHEBOYGAN
 OM0011  USGS QUAD   -  ELKHART LAKE (1992)
 OM0011
 OM0011                         *CURRENT SURVEY CONTROL
 OM0011  ___________________________________________________________________
 OM0011* NAD 83(1986)-  43 47 26.     (N)    088 00 33.     (W)     SCALED    
 OM0011* NAVD 88     -       278.715  (meters)     914.42   (feet)  ADJUSTED  
 OM0011  ___________________________________________________________________
 OM0011  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 OM0011  DYNAMIC HT  -         278.659 (meters)     914.23  (feet)  COMP
 OM0011  MODELED GRAV-     980,411.1   (mgal)                       NAVD 88
 OM0011
 OM0011  VERT ORDER  -  SECOND    CLASS I
 OM0011
 OM0011.The horizontal coordinates were scaled from a topographic map and have
 OM0011.an estimated accuracy of +/- 6 seconds.
 OM0011
 OM0011.The orthometric height was determined by differential leveling
 OM0011.and adjusted by the National Geodetic Survey in May 2003..
 OM0011
 OM0011.The geoid height was determined by GEOID03.
 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     -   200,830.      760,220.      MT  (+/- 180 meters Scaled)
 OM0011
 OM0011                          SUPERSEDED SURVEY CONTROL
 OM0011
 OM0011  NAVD 88 (??/??/92)  278.715  (m)          914.42   (f) UNKNOWN     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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0011.See file dsdata.txt to determine how the superseded data were derived.
 OM0011
 OM0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP188491(NAD 83)
 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 - December 06, 2003
 OM0011
 OM0011  HISTORY     - Date     Condition        Report By
 OM0011  HISTORY     - 1934     MONUMENTED       CGS
 OM0011  HISTORY     - 2001     GOOD             WIDT
 OM0011  HISTORY     - 20031206 GOOD             USPSQD
 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--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0008 ***********************************************************************
 OM0008  DESIGNATION -  C 91
 OM0008  PID         -  OM0008
 OM0008  STATE/COUNTY-  WI/CALUMET
 OM0008  USGS QUAD   -  KIEL (1992)
 OM0008
 OM0008                         *CURRENT SURVEY CONTROL
 OM0008  ___________________________________________________________________
 OM0008* NAD 83(1986)-  43 56 53.     (N)    088 04 54.     (W)     SCALED    
 OM0008* NAVD 88     -       281.547  (meters)     923.71   (feet)  ADJUSTED  
 OM0008  ___________________________________________________________________
 OM0008  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 OM0008  DYNAMIC HT  -         281.491 (meters)     923.53  (feet)  COMP
 OM0008  MODELED GRAV-     980,412.5   (mgal)                       NAVD 88
 OM0008
 OM0008  VERT ORDER  -  SECOND    CLASS 0
 OM0008
 OM0008.The horizontal coordinates were scaled from a topographic map and have
 OM0008.an estimated accuracy of +/- 6 seconds.
 OM0008
 OM0008.The orthometric height was determined by differential leveling
 OM0008.and adjusted by the National Geodetic Survey in June 1991..
 OM0008
 OM0008.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0008.See file dsdata.txt to determine how the superseded data were derived.
 OM0008
 OM0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP132666(NAD 83)
 OM0008_MARKER: DB = BENCH MARK DISK
 OM0008_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OM0008_SP_SET: BRIDGE
 OM0008_STAMPING: C-91 1934
 OM0008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0008
 OM0008  HISTORY     - Date     Condition        Report By
 OM0008  HISTORY     - 1934     MONUMENTED       CGS
 OM0008  HISTORY     - 1942     GOOD             NGS
 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 NATIONAL 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 = OCTOBER  7, 2006
 PN0185 ***********************************************************************
 PN0185  DESIGNATION -  C 92
 PN0185  PID         -  PN0185
 PN0185  STATE/COUNTY-  WI/CALUMET
 PN0185  USGS QUAD   -  POTTER (1993)
 PN0185
 PN0185                         *CURRENT SURVEY CONTROL
 PN0185  ___________________________________________________________________
 PN0185* NAD 83(1986)-  44 06 16.     (N)    088 03 07.     (W)     SCALED    
 PN0185* NAVD 88     -       252.263  (meters)     827.63   (feet)  ADJUSTED  
 PN0185  ___________________________________________________________________
 PN0185  GEOID HEIGHT-         -36.01  (meters)                     GEOID03
 PN0185  DYNAMIC HT  -         252.218 (meters)     827.49  (feet)  COMP
 PN0185  MODELED GRAV-     980,436.0   (mgal)                       NAVD 88
 PN0185
 PN0185  VERT ORDER  -  SECOND    CLASS I
 PN0185
 PN0185.The horizontal coordinates were scaled from a topographic map and have
 PN0185.an estimated accuracy of +/- 6 seconds.
 PN0185
 PN0185.The orthometric height was determined by differential leveling
 PN0185.and adjusted by the National Geodetic Survey in May 2003..
 PN0185
 PN0185.The geoid height was determined by GEOID03.
 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     -   235,610.      755,960.      MT  (+/- 180 meters Scaled)
 PN0185
 PN0185                          SUPERSEDED SURVEY CONTROL
 PN0185
 PN0185  NAVD 88 (06/15/91)  252.283  (m)          827.70   (f) UNKNOWN     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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0185.See file dsdata.txt to determine how the superseded data were derived.
 PN0185
 PN0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP158840(NAD 83)
 PN0185_MARKER: DB = BENCH MARK DISK
 PN0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0185_SP_SET: 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 = OCTOBER  7, 2006
 PN0242 ***********************************************************************
 PN0242  DESIGNATION -  C 93
 PN0242  PID         -  PN0242
 PN0242  STATE/COUNTY-  WI/WAUPACA
 PN0242  USGS QUAD   -  READFIELD (1983)
 PN0242
 PN0242                         *CURRENT SURVEY CONTROL
 PN0242  ___________________________________________________________________
 PN0242* NAD 83(1986)-  44 17 14.     (N)    088 46 09.     (W)     SCALED    
 PN0242* NAVD 88     -       250.050  (meters)     820.37   (feet)  ADJUSTED  
 PN0242  ___________________________________________________________________
 PN0242  GEOID HEIGHT-         -36.44  (meters)                     GEOID03
 PN0242  DYNAMIC HT  -         250.005 (meters)     820.22  (feet)  COMP
 PN0242  MODELED GRAV-     980,434.5   (mgal)                       NAVD 88
 PN0242
 PN0242  VERT ORDER  -  SECOND    CLASS 0
 PN0242
 PN0242.The horizontal coordinates were scaled from a topographic map and have
 PN0242.an estimated accuracy of +/- 6 seconds.
 PN0242
 PN0242.The orthometric height was determined by differential leveling
 PN0242.and adjusted by the National Geodetic Survey in June 1991..
 PN0242
 PN0242.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0242.See file dsdata.txt to determine how the superseded data were derived.
 PN0242
 PN0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ588052(NAD 83)
 PN0242_MARKER: DB = BENCH MARK DISK
 PN0242_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PN0242_SP_SET: BRIDGE
 PN0242_STAMPING: C-93 1934
 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 = OCTOBER  7, 2006
 OM0128 ***********************************************************************
 OM0128  DESIGNATION -  C 94
 OM0128  PID         -  OM0128
 OM0128  STATE/COUNTY-  WI/WINNEBAGO
 OM0128  USGS QUAD   -  PICKETT (1980)
 OM0128
 OM0128                         *CURRENT SURVEY CONTROL
 OM0128  ___________________________________________________________________
 OM0128* NAD 83(1986)-  43 57 19.     (N)    088 40 45.     (W)     SCALED    
 OM0128* NAVD 88     -       255.369  (meters)     837.82   (feet)  ADJUSTED  
 OM0128  ___________________________________________________________________
 OM0128  GEOID HEIGHT-         -36.17  (meters)                     GEOID03
 OM0128  DYNAMIC HT  -         255.316 (meters)     837.65  (feet)  COMP
 OM0128  MODELED GRAV-     980,407.3   (mgal)                       NAVD 88
 OM0128
 OM0128  VERT ORDER  -  SECOND    CLASS I
 OM0128
 OM0128.The horizontal coordinates were scaled from a topographic map and have
 OM0128.an estimated accuracy of +/- 6 seconds.
 OM0128
 OM0128.The orthometric height was determined by differential leveling
 OM0128.and adjusted by the National Geodetic Survey in February 2001..
 OM0128.No vertical observational check was made to the station.
 OM0128
 OM0128.The geoid height was determined by GEOID03.
 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     -   218,060.      706,010.      MT  (+/- 180 meters Scaled)
 OM0128
 OM0128                          SUPERSEDED SURVEY CONTROL
 OM0128
 OM0128  NAVD 88 (06/15/91)  255.362  (m)          837.80   (f) UNKNOWN     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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0128.See file dsdata.txt to determine how the superseded data were derived.
 OM0128
 OM0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP652682(NAD 83)
 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 - September 22, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0307 ***********************************************************************
 OM0307  DESIGNATION -  C 95
 OM0307  PID         -  OM0307
 OM0307  STATE/COUNTY-  WI/MARQUETTE
 OM0307  USGS QUAD   -  MONTELLO (1984)
 OM0307
 OM0307                         *CURRENT SURVEY CONTROL
 OM0307  ___________________________________________________________________
 OM0307* NAD 83(1986)-  43 49 05.     (N)    089 15 53.     (W)     SCALED    
 OM0307* NAVD 88     -       246.805  (meters)     809.73   (feet)  ADJUSTED  
 OM0307  ___________________________________________________________________
 OM0307  GEOID HEIGHT-         -36.01  (meters)                     GEOID03
 OM0307  DYNAMIC HT  -         246.748 (meters)     809.54  (feet)  COMP
 OM0307  MODELED GRAV-     980,384.3   (mgal)                       NAVD 88
 OM0307
 OM0307  VERT ORDER  -  SECOND    CLASS 0
 OM0307
 OM0307.The horizontal coordinates were scaled from a topographic map and have
 OM0307.an estimated accuracy of +/- 6 seconds.
 OM0307
 OM0307.The orthometric height was determined by differential leveling
 OM0307.and adjusted by the National Geodetic Survey in June 1991..
 OM0307
 OM0307.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0307.See file dsdata.txt to determine how the superseded data were derived.
 OM0307
 OM0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP178541(NAD 83)
 OM0307_MARKER: DB = BENCH MARK DISK
 OM0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0307_STAMPING: C 95 1935
 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 = OCTOBER  7, 2006
 OM0511 ***********************************************************************
 OM0511  DESIGNATION -  C 96
 OM0511  PID         -  OM0511
 OM0511  STATE/COUNTY-  WI/ADAMS
 OM0511  USGS QUAD   -  ADAMS (1983)
 OM0511
 OM0511                         *CURRENT SURVEY CONTROL
 OM0511  ___________________________________________________________________
 OM0511* NAD 83(1986)-  43 57 50.     (N)    089 49 04.     (W)     SCALED    
 OM0511* NAVD 88     -       292.509  (meters)     959.67   (feet)  ADJUSTED  
 OM0511  ___________________________________________________________________
 OM0511  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 OM0511  DYNAMIC HT  -         292.447 (meters)     959.47  (feet)  COMP
 OM0511  MODELED GRAV-     980,401.7   (mgal)                       NAVD 88
 OM0511
 OM0511  VERT ORDER  -  SECOND    CLASS 0
 OM0511
 OM0511.The horizontal coordinates were scaled from a topographic map and have
 OM0511.an estimated accuracy of +/- 6 seconds.
 OM0511
 OM0511.The orthometric height was determined by differential leveling
 OM0511.and adjusted by the National Geodetic Survey in June 1991..
 OM0511
 OM0511.The geoid height was determined by GEOID03.
 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     -   218,190.      614,620.      MT  (+/- 180 meters Scaled)
 OM0511
 OM0511                          SUPERSEDED SURVEY CONTROL
 OM0511
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0511.See file dsdata.txt to determine how the superseded data were derived.
 OM0511
 OM0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP739717(NAD 83)
 OM0511_MARKER: DB = BENCH MARK DISK
 OM0511_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OM0511_SP_SET: BRICK WALL
 OM0511_STAMPING: C 96 1934
 OM0511_MARK LOGO: CGS   
 OM0511_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OM0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0511+STABILITY: SURFACE MOTION
 OM0511_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0511+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0416 ***********************************************************************
 PN0416  DESIGNATION -  C 97
 PN0416  PID         -  PN0416
 PN0416  STATE/COUNTY-  WI/WAUSHARA
 PN0416  USGS QUAD   -  WAUTOMA NE (1983)
 PN0416
 PN0416                         *CURRENT SURVEY CONTROL
 PN0416  ___________________________________________________________________
 PN0416* NAD 83(1986)-  44 12 50.     (N)    089 18 35.     (W)     SCALED    
 PN0416* NAVD 88     -       321.460  (meters)    1054.66   (feet)  ADJUSTED  
 PN0416  ___________________________________________________________________
 PN0416  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 PN0416  DYNAMIC HT  -         321.394 (meters)    1054.44  (feet)  COMP
 PN0416  MODELED GRAV-     980,402.9   (mgal)                       NAVD 88
 PN0416
 PN0416  VERT ORDER  -  SECOND    CLASS 0
 PN0416
 PN0416.The horizontal coordinates were scaled from a topographic map and have
 PN0416.an estimated accuracy of +/- 6 seconds.
 PN0416
 PN0416.The orthometric height was determined by differential leveling
 PN0416.and adjusted by the National Geodetic Survey in June 1991..
 PN0416
 PN0416.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0416.See file dsdata.txt to determine how the superseded data were derived.
 PN0416
 PN0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP154982(NAD 83)
 PN0416_MARKER: DB = BENCH MARK DISK
 PN0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0416_STAMPING: C-97 1934
 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 = OCTOBER  7, 2006
 PN0462 ***********************************************************************
 PN0462  DESIGNATION -  C 98
 PN0462  PID         -  PN0462
 PN0462  STATE/COUNTY-  WI/WAUSHARA
 PN0462  USGS QUAD   -  REDGRANITE (1983)
 PN0462
 PN0462                         *CURRENT SURVEY CONTROL
 PN0462  ___________________________________________________________________
 PN0462* NAD 83(1986)-  44 02 00.     (N)    089 07 23.     (W)     SCALED    
 PN0462* NAVD 88     -       244.533  (meters)     802.27   (feet)  ADJUSTED  
 PN0462  ___________________________________________________________________
 PN0462  GEOID HEIGHT-         -36.26  (meters)                     GEOID03
 PN0462  DYNAMIC HT  -         244.482 (meters)     802.10  (feet)  COMP
 PN0462  MODELED GRAV-     980,405.4   (mgal)                       NAVD 88
 PN0462
 PN0462  VERT ORDER  -  SECOND    CLASS 0
 PN0462
 PN0462.The horizontal coordinates were scaled from a topographic map and have
 PN0462.an estimated accuracy of +/- 6 seconds.
 PN0462
 PN0462.The orthometric height was determined by differential leveling
 PN0462.and adjusted by the National Geodetic Survey in June 1991..
 PN0462
 PN0462.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0462.See file dsdata.txt to determine how the superseded data were derived.
 PN0462
 PN0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP298777(NAD 83)
 PN0462_MARKER: DB = BENCH MARK DISK
 PN0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0462_STAMPING: C-98 1934
 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 = OCTOBER  7, 2006
 PN0524 ***********************************************************************
 PN0524  DESIGNATION -  C 99
 PN0524  PID         -  PN0524
 PN0524  STATE/COUNTY-  WI/WAUSHARA
 PN0524  USGS QUAD   -  HANCOCK (1984)
 PN0524
 PN0524                         *CURRENT SURVEY CONTROL
 PN0524  ___________________________________________________________________
 PN0524* NAD 83(1986)-  44 09 20.     (N)    089 31 05.     (W)     SCALED    
 PN0524* NAVD 88     -       337.395  (meters)    1106.94   (feet)  ADJUSTED  
 PN0524  ___________________________________________________________________
 PN0524  GEOID HEIGHT-         -35.93  (meters)                     GEOID03
 PN0524  DYNAMIC HT  -         337.320 (meters)    1106.69  (feet)  COMP
 PN0524  MODELED GRAV-     980,386.7   (mgal)                       NAVD 88
 PN0524
 PN0524  VERT ORDER  -  SECOND    CLASS 0
 PN0524
 PN0524.The horizontal coordinates were scaled from a topographic map and have
 PN0524.an estimated accuracy of +/- 6 seconds.
 PN0524
 PN0524.The orthometric height was determined by differential leveling
 PN0524.and adjusted by the National Geodetic Survey in June 1991..
 PN0524
 PN0524.The geoid height was determined by GEOID03.
 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     -   239,580.      638,550.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0524.See file dsdata.txt to determine how the superseded data were derived.
 PN0524
 PN0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP986922(NAD 83)
 PN0524_MARKER: DB = BENCH MARK DISK
 PN0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0524_STAMPING: C 99 1934
 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 = OCTOBER  7, 2006
 AA4606 ***********************************************************************
 AA4606  PACS        -  This is a Primary Airport Control Station.
 AA4606  DESIGNATION -  C MKE
 AA4606  PID         -  AA4606
 AA4606  STATE/COUNTY-  WI/MILWAUKEE
 AA4606  USGS QUAD   -  GREENDALE (1976)
 AA4606
 AA4606                         *CURRENT SURVEY CONTROL
 AA4606  ___________________________________________________________________
 AA4606* NAD 83(1997)-  42 56 25.51170(N)    087 54 34.97135(W)     ADJUSTED  
 AA4606* NAVD 88     -       214.37   (meters)     703.3    (feet)  GPS OBS   
 AA4606  ___________________________________________________________________
 AA4606  X           -     170,575.462 (meters)                     COMP
 AA4606  Y           -  -4,673,484.368 (meters)                     COMP
 AA4606  Z           -   4,322,780.905 (meters)                     COMP
 AA4606  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 AA4606  ELLIP HEIGHT-         179.43  (meters)          (05/03/99) GPS OBS
 AA4606  GEOID HEIGHT-         -34.96  (meters)                     GEOID03
 AA4606
 AA4606  HORZ ORDER  -  B
 AA4606  ELLP ORDER  -  FOURTH    CLASS I
 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 May 1999..
 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 NAVD 88 network.
 AA4606
 AA4606.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4606
 AA4606.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4606
 AA4606.The ellipsoidal height was determined by GPS observations
 AA4606.and is referenced to NAD 83.
 AA4606
 AA4606.The geoid height was determined by GEOID03.
 AA4606
 AA4606;                    North         East     Units Scale Factor Converg.
 AA4606;SPC WI S     -   106,610.049   770,584.624   MT  0.99996469   +1 26 10.5
 AA4606;SPC WI S     -   349,769.80  2,528,159.72   sFT  0.99996469   +1 26 10.5
 AA4606;UTM  16      - 4,754,599.982   425,778.857   MT  0.99966777   -0 37 11.1
 AA4606
 AA4606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4606!SPC WI S     -   0.99997186  x   0.99996469  =   0.99993655
 AA4606!UTM  16      -   0.99997186  x   0.99966777  =   0.99963964
 AA4606
 AA4606                          SUPERSEDED SURVEY CONTROL
 AA4606
 AA4606  NAD 83(1991)-  42 56 25.51103(N)    087 54 34.96880(W) AD(       ) B
 AA4606  ELLIP H (09/30/94)  179.53   (m)                       GP(       ) 4 2
 AA4606  NGVD 29 (09/30/94)  214.45   (m)          703.6    (f) LEVELING    3  
 AA4606
 AA4606.Superseded values are not recommended for survey control.
 AA4606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4606.See file dsdata.txt to determine how the superseded data were derived.
 AA4606
 AA4606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2577954600(NAD 83)
 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 = OCTOBER  7, 2006
 PN1082 ***********************************************************************
 PN1082  DESIGNATION -  CABAL
 PN1082  PID         -  PN1082
 PN1082  STATE/COUNTY-  WI/PORTAGE
 PN1082  USGS QUAD   -  AMHERST (1969)
 PN1082
 PN1082                         *CURRENT SURVEY CONTROL
 PN1082  ___________________________________________________________________
 PN1082* NAD 83(1991)-  44 27 47.52114(N)    089 22 18.31504(W)     ADJUSTED  
 PN1082* NAVD 88     -       354.     (meters)    1161.     (feet)  SCALED    
 PN1082  ___________________________________________________________________
 PN1082  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 PN1082  GEOID HEIGHT-         -35.99  (meters)                     GEOID03
 PN1082
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1082
 PN1082.The geoid height was determined by GEOID03.
 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     -   0.99995014  x   0.99996653  =   0.99991667
 PN1082!UTM  16      -   0.99995014  x   1.00003777  =   0.99998791
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1082.See file dsdata.txt to determine how the superseded data were derived.
 PN1082
 PN1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ1133126058(NAD 83)
 PN1082_MARKER: DS = TRIANGULATION STATION DISK
 PN1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 PN0434 ***********************************************************************
 PN0434  DESIGNATION -  CABECA
 PN0434  PID         -  PN0434
 PN0434  STATE/COUNTY-  WI/PORTAGE
 PN0434  USGS QUAD   -  AMHERST (1969)
 PN0434
 PN0434                         *CURRENT SURVEY CONTROL
 PN0434  ___________________________________________________________________
 PN0434* NAD 83(1991)-  44 27 44.26939(N)    089 21 54.42857(W)     ADJUSTED  
 PN0434* NAVD 88     -       340.864  (meters)    1118.32   (feet)  ADJUSTED  
 PN0434  ___________________________________________________________________
 PN0434  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 PN0434  GEOID HEIGHT-         -36.00  (meters)                     GEOID03
 PN0434  DYNAMIC HT  -         340.799 (meters)    1118.10  (feet)  COMP
 PN0434  MODELED GRAV-     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
 PN0434.and adjusted by the National Geodetic Survey in June 1991..
 PN0434
 PN0434.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0434
 PN0434.The geoid height was determined by GEOID03.
 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;                    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     -   0.99995220  x   0.99996664  =   0.99991884
 PN0434!UTM  16      -   0.99995220  x   1.00003534  =   0.99998754
 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|---------------------------------------------------------------------|
 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
 PN0434.Superseded values are not recommended for survey control.
 PN0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0434.See file dsdata.txt to determine how the superseded data were derived.
 PN0434
 PN0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ1185625942(NAD 83)
 PN0434_MARKER: DB = BENCH MARK DISK
 PN0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0434_STAMPING: 1118.334 CABECA 1926
 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             NGS
 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 NATIONAL 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 = OCTOBER  7, 2006
 PN1083 ***********************************************************************
 PN1083  DESIGNATION -  CABES
 PN1083  PID         -  PN1083
 PN1083  STATE/COUNTY-  WI/PORTAGE
 PN1083  USGS QUAD   -  AMHERST (1969)
 PN1083
 PN1083                         *CURRENT SURVEY CONTROL
 PN1083  ___________________________________________________________________
 PN1083* NAD 83(1991)-  44 27 49.53896(N)    089 16 56.13913(W)     ADJUSTED  
 PN1083* NAVD 88     -       323.     (meters)    1060.     (feet)  SCALED    
 PN1083  ___________________________________________________________________
 PN1083  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 PN1083  GEOID HEIGHT-         -36.10  (meters)                     GEOID03
 PN1083
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1083
 PN1083.The geoid height was determined by GEOID03.
 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     -   0.99995502  x   0.99996646  =   0.99992148
 PN1083!UTM  16      -   0.99995502  x   1.00000535  =   0.99996037
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1083.See file dsdata.txt to determine how the superseded data were derived.
 PN1083
 PN1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ1845225917(NAD 83)
 PN1083_MARKER: DS = TRIANGULATION STATION DISK
 PN1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 RM0892 ***********************************************************************
 RM0892  CBN         -  This is a Cooperative Base Network Control Station.
 RM0892  PACS        -  This is a Primary Airport Control Station.
 RM0892  DESIGNATION -  CABLE GPS
 RM0892  PID         -  RM0892
 RM0892  STATE/COUNTY-  WI/BAYFIELD
 RM0892  USGS QUAD   -  LAKE TAHKODAH (1971)
 RM0892
 RM0892                         *CURRENT SURVEY CONTROL
 RM0892  ___________________________________________________________________
 RM0892* NAD 83(1997)-  46 11 53.94719(N)    091 14 50.91016(W)     ADJUSTED  
 RM0892* NAVD 88     -       409.19   (meters)    1342.5    (feet)  GPS OBS   
 RM0892  ___________________________________________________________________
 RM0892  X           -     -96,285.831 (meters)                     COMP
 RM0892  Y           -  -4,421,651.583 (meters)                     COMP
 RM0892  Z           -   4,580,807.337 (meters)                     COMP
 RM0892  LAPLACE CORR-         -12.21  (seconds)                    DEFLEC99
 RM0892  ELLIP HEIGHT-         380.17  (meters)          (04/28/99) GPS OBS
 RM0892  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 RM0892
 RM0892  HORZ ORDER  -  A
 RM0892  ELLP ORDER  -  THIRD     CLASS I
 RM0892
 RM0892.This mark is at Cable Union Airport (3CU)
 RM0892
 RM0892.The horizontal coordinates were established by GPS observations
 RM0892.and adjusted by the National Geodetic Survey in April 1999..
 RM0892
 RM0892.The orthometric height was determined by GPS observations and a
 RM0892.high-resolution geoid model.
 RM0892
 RM0892.GPS derived orthometric heights for airport stations designated as
 RM0892.PACS or SACS are published to 2 decimal places.  This maintains
 RM0892.centimeter relative accuracy between the PACS and SACS.  It does
 RM0892.not indicate centimeter accuracy relative to other marks which are
 RM0892.part of the NAVD 88 network.
 RM0892
 RM0892.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RM0892
 RM0892.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0892
 RM0892.The ellipsoidal height was determined by GPS observations
 RM0892.and is referenced to NAD 83.
 RM0892
 RM0892.The geoid height was determined by GEOID03.
 RM0892
 RM0892;                    North         East     Units Scale Factor Converg.
 RM0892;SPC WI N     -   115,418.524   503,721.498   MT  0.99994549   -0 53 59.6
 RM0892;SPC WI N     -   378,668.94  1,652,626.28   sFT  0.99994549   -0 53 59.6
 RM0892;UTM  15      - 5,117,575.185   635,215.573   MT  0.99982475   +1 15 54.2
 RM0892
 RM0892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0892!SPC WI N     -   0.99994041  x   0.99994549  =   0.99988590
 RM0892!UTM  15      -   0.99994041  x   0.99982475  =   0.99976517
 RM0892
 RM0892:                Primary Azimuth Mark                     Grid Az
 RM0892:SPC WI N     -  CABLE GPS AZ MK                          169 54 37.0
 RM0892:UTM  15      -  CABLE GPS AZ MK                          167 44 43.2
 RM0892
 RM0892|---------------------------------------------------------------------|
 RM0892| PID    Reference Object                     Distance      Geod. Az  |
 RM0892|                                                           dddmmss.s |
 RM0892| RM0896 CABLE GPS AZ MK                     APPROX. 1.0 KM 1690037.4 |
 RM0892|---------------------------------------------------------------------|
 RM0892
 RM0892                          SUPERSEDED SURVEY CONTROL
 RM0892
 RM0892  NAD 83(1991)-  46 11 53.94728(N)    091 14 50.90916(W) AD(       ) B
 RM0892  ELLIP H (06/11/91)  380.16   (m)                       GP(       ) 4 1
 RM0892  NGVD 29 (06/11/91)  409.1    (m)         1342.     (f) GPS OBS        
 RM0892
 RM0892.Superseded values are not recommended for survey control.
 RM0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0892.See file dsdata.txt to determine how the superseded data were derived.
 RM0892
 RM0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM3521617575(NAD 83)
 RM0892_MARKER: DH = HORIZONTAL CONTROL DISK
 RM0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0892_SP_SET: CONCRETE POST
 RM0892_STAMPING: CABLE GPS 1989
 RM0892_MARK LOGO: NGS   
 RM0892_PROJECTION: FLUSH
 RM0892_MAGNETIC: N = NO MAGNETIC MATERIAL
 RM0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0892+STABILITY: SURFACE MOTION
 RM0892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0892+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2004
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0896 ***********************************************************************
 RM0896  DESIGNATION -  CABLE GPS AZ MK
 RM0896  PID         -  RM0896
 RM0896  STATE/COUNTY-  WI/BAYFIELD
 RM0896  USGS QUAD   -  LAKE TAHKODAH (1971)
 RM0896
 RM0896                         *CURRENT SURVEY CONTROL
 RM0896  ___________________________________________________________________
 RM0896* NAD 83(1997)-  46 11 20.80663(N)    091 14 41.64383(W)     ADJUSTED  
 RM0896* NAVD 88     -       414.5    (meters)    1360.     (feet)  VERTCON   
 RM0896  ___________________________________________________________________
 RM0896  X           -     -96,103.315 (meters)                     COMP
 RM0896  Y           -  -4,422,397.893 (meters)                     COMP
 RM0896  Z           -   4,580,102.773 (meters)                     COMP
 RM0896  LAPLACE CORR-         -12.41  (seconds)                    DEFLEC99
 RM0896  ELLIP HEIGHT-         385.44  (meters)          (09/30/02) GPS OBS
 RM0896  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 RM0896
 RM0896  HORZ ORDER  -  FIRST
 RM0896  ELLP ORDER  -  FOURTH    CLASS I
 RM0896
 RM0896.This mark is at Cable Union Airport (3CU)
 RM0896
 RM0896.The horizontal coordinates were established by GPS observations
 RM0896.and adjusted by the National Geodetic Survey in September 2002..
 RM0896
 RM0896.The NAVD 88 height was computed by applying the VERTCON shift value to
 RM0896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RM0896
 RM0896.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RM0896
 RM0896.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0896
 RM0896.The ellipsoidal height was determined by GPS observations
 RM0896.and is referenced to NAD 83.
 RM0896
 RM0896.The geoid height was determined by GEOID03.
 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 37.0
 RM0896:UTM  15      -  CABLE GPS                                347 44 43.9
 RM0896
 RM0896|---------------------------------------------------------------------|
 RM0896| PID    Reference Object                     Distance      Geod. Az  |
 RM0896|                                                           dddmmss.s |
 RM0896| RM0892 CABLE GPS                           APPROX. 1.0 KM 3490044.1 |
 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)  385.42   (m)                       GP(       ) 4 1
 RM0896  NGVD 29 (08/19/91)  414.5    (m)         1360.     (f) GPS OBS        
 RM0896
 RM0896.Superseded values are not recommended for survey control.
 RM0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0896.See file dsdata.txt to determine how the superseded data were derived.
 RM0896
 RM0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM3543716557(NAD 83)
 RM0896_MARKER: DH = HORIZONTAL CONTROL DISK
 RM0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0896_SP_SET: CONCRETE POST
 RM0896_STAMPING: CABLE GPS 1989
 RM0896_MARK LOGO: NGS   
 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 - May 09, 2004
 RM0896
 RM0896  HISTORY     - Date     Condition        Report By
 RM0896  HISTORY     - 1989     MONUMENTED       WIDT
 RM0896  HISTORY     - 19900726 GOOD
 RM0896  HISTORY     - 20040509 GOOD             USPSQD
 RM0896
 RM0896                          STATION DESCRIPTION
 RM0896
 RM0896'DESCRIBED BY WI DEPT OF TRANSP 1989
 RM0896'THE STATION IS LOCATED ABOUT 3.8 KM (2.4 MI) EAST OF CABLE, AT THE
 RM0896'CABLE/CABLE UNION AIRPORT AND WEST OF THE SOUTH END OF RUNWAY 34.
 RM0896'OWNERSHIP--VILLAGE OF CABLE, CABLE, WISCONSIN 54821, AIRPORT MANAGER
 RM0896'IS LIBBY PAROD, PHONE (715)-798-3240.
 RM0896'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 63 AND COUNTY
 RM0896'ROAD M IN CABLE, GO EAST ON COUNTY ROAD M FOR 3.8 KM (2.4 MI) TO THE
 RM0896'JUNCTION OF AIRPORT ROAD ON THE RIGHT, TURN RIGHT, SOUTH, ON THE
 RM0896'ENTRANCE ROAD FOR 0.08 KM (0.05 MI) TO A PAVED ROAD ON THE RIGHT,
 RM0896'TURN RIGHT ON THE PAVED ROAD FOR 0.08 KM (0.05 MI) TO THE APRON,
 RM0896'CONTINUE WESTERLY TO THE JUNCTION OF THE RUNWAY, TURN LEFT, SOUTH, ON
 RM0896'THE RUNWAY FOR 0.64 KM (0.40 MI) TO THE END OF RUNWAY AND THE STATION
 RM0896'ON THE RIGHT.
 RM0896'THE STATION IS LOCATED 30.2 M (99.1 FT) SOUTHWEST OF THE SOUTHWEST
 RM0896'CORNER OF RUNWAY 34, 26.7 M (87.6 FT) SOUTHWEST OF THE WEST ONE OF
 RM0896'SIX RUNWAY END LIGHTS, 25.7 M (84.3 FT) SOUTH-SOUTHEAST OF A METAL
 RM0896'POST OF A SIGN (NO TRESPASSING) AND 0.9 M (3.0 FT) NORTHEAST OF A
 RM0896'FIBERGLASS WITNESS POST.
 RM0896
 RM0896                          STATION RECOVERY (1990)
 RM0896
 RM0896'RECOVERED 1990
 RM0896'RECOVERED IN GOOD CONDITION.
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0439 ***********************************************************************
 PN0439  DESIGNATION -  CABOOSE
 PN0439  PID         -  PN0439
 PN0439  STATE/COUNTY-  WI/PORTAGE
 PN0439  USGS QUAD   -  AMHERST (1969)
 PN0439
 PN0439                         *CURRENT SURVEY CONTROL
 PN0439  ___________________________________________________________________
 PN0439* NAD 83(1991)-  44 28 05.75473(N)    089 15 18.75996(W)     ADJUSTED  
 PN0439* NAVD 88     -       320.855  (meters)    1052.67   (feet)  ADJUSTED  
 PN0439  ___________________________________________________________________
 PN0439  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 PN0439  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 PN0439  DYNAMIC HT  -         320.797 (meters)    1052.48  (feet)  COMP
 PN0439  MODELED GRAV-     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
 PN0439.and adjusted by the National Geodetic Survey in June 1991..
 PN0439.WARNING-Repeat measurements at this control monument indicate possible
 PN0439.vertical movement.
 PN0439
 PN0439.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0439
 PN0439.The geoid height was determined by GEOID03.
 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;                    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     -   0.99995536  x   0.99996590  =   0.99992126
 PN0439!UTM  16      -   0.99995536  x   0.99999573  =   0.99995109
 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
 PN0439.Superseded values are not recommended for survey control.
 PN0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0439.See file dsdata.txt to determine how the superseded data were derived.
 PN0439
 PN0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ2061826358(NAD 83)
 PN0439_MARKER: DE = TRAVERSE STATION DISK
 PN0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0439_SP_SET: 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             NGS
 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 NATIONAL 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 INC
 PN0439'
 PN0439'N98-1934-O.K. 777 FT
 PN0439'
 PN0439'CABOOSE-1926-O.K. 1053 FT
 PN0439'
 PN0439'M37-1934-O.K. 1141 FT
 PN0439'
 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 OF POST BROKEN OFF
 PN0439'
 PN0439'STATION DESTROYED.
 PN0439'
 PN0439'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AMHERST
 PN0439'JUNCTION.  2.9 MILES EAST ALONG GB AND W RR.
 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 = OCTOBER  7, 2006
 QM0186 ***********************************************************************
 QM0186  DESIGNATION -  CABOT
 QM0186  PID         -  QM0186
 QM0186  STATE/COUNTY-  WI/ONEIDA
 QM0186  USGS QUAD   -  RHINELANDER (1982)
 QM0186
 QM0186                         *CURRENT SURVEY CONTROL
 QM0186  ___________________________________________________________________
 QM0186* NAD 83(1991)-  45 38 06.03695(N)    089 25 31.29281(W)     ADJUSTED  
 QM0186* NAVD 88     -       497.338  (meters)    1631.68   (feet)  ADJUSTED  
 QM0186  ___________________________________________________________________
 QM0186  LAPLACE CORR-          -7.70  (seconds)                    DEFLEC99
 QM0186  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 QM0186  DYNAMIC HT  -         497.315 (meters)    1631.61  (feet)  COMP
 QM0186  MODELED GRAV-     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
 QM0186.and adjusted by the National Geodetic Survey in June 1991..
 QM0186
 QM0186.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0186
 QM0186.The geoid height was determined by GEOID03.
 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;                    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     -   0.99992704  x   0.99998830  =   0.99991534
 QM0186!SPC WI C     -   0.99992704  x   1.00002851  =   0.99995555
 QM0186!UTM  16      -   0.99992704  x   1.00003933  =   0.99996637
 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  NGVD 29 (??/??/92)  497.331  (m)         1631.66   (f) ADJ UNCH    1 2
 QM0186
 QM0186.Superseded values are not recommended for survey control.
 QM0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0186.See file dsdata.txt to determine how the superseded data were derived.
 QM0186
 QM0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR1096956357(NAD 83)
 QM0186_MARKER: DS = TRIANGULATION STATION DISK
 QM0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0186
 QM0186  HISTORY     - Date     Condition        Report By
 QM0186  HISTORY     - 1921     MONUMENTED       CGS
 QM0186  HISTORY     - 1922     GOOD             CGS
 QM0186  HISTORY     - 1922     GOOD             NGS
 QM0186  HISTORY     - 1934     GOOD             NGS
 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 NATIONAL 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 NATIONAL 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 = OCTOBER  7, 2006
 QM0680 ***********************************************************************
 QM0680  DESIGNATION -  CABOT 2
 QM0680  PID         -  QM0680
 QM0680  STATE/COUNTY-  WI/ONEIDA
 QM0680  USGS QUAD   -  RHINELANDER (1982)
 QM0680
 QM0680                         *CURRENT SURVEY CONTROL
 QM0680  ___________________________________________________________________
 QM0680* NAD 83(1991)-  45 38 06.94736(N)    089 25 29.86334(W)     ADJUSTED  
 QM0680* NAVD 88     -       491.     (meters)    1611.     (feet)  SCALED    
 QM0680  ___________________________________________________________________
 QM0680  LAPLACE CORR-          -7.74  (seconds)                    DEFLEC99
 QM0680  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 QM0680
 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.No horizontal observational check was made to the station.
 QM0680
 QM0680.The orthometric height was scaled from a topographic map.
 QM0680
 QM0680.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0680
 QM0680.The geoid height was determined by GEOID03.
 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     -   0.99992803  x   0.99998826  =   0.99991629
 QM0680!SPC WI C     -   0.99992803  x   1.00002857  =   0.99995660
 QM0680!UTM  16      -   0.99992803  x   1.00003918  =   0.99996721
 QM0680
 QM0680:                Primary Azimuth Mark                     Grid Az
 QM0680:SPC WI N     -  RHINELANDER MUNICIPAL TANK               024 03 34.7
 QM0680:SPC WI C     -  RHINELANDER MUNICIPAL TANK               024 04 07.4
 QM0680:UTM  16      -  RHINELANDER MUNICIPAL TANK               026 12 30.8
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0680.See file dsdata.txt to determine how the superseded data were derived.
 QM0680
 QM0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR1100156384(NAD 83)
 QM0680_MARKER: DS = TRIANGULATION STATION DISK
 QM0680_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  7, 2006
 PN0440 ***********************************************************************
 PN0440  DESIGNATION -  CACAO
 PN0440  PID         -  PN0440
 PN0440  STATE/COUNTY-  WI/PORTAGE
 PN0440  USGS QUAD   -  SCANDINAVIA (1983)
 PN0440
 PN0440                         *CURRENT SURVEY CONTROL
 PN0440  ___________________________________________________________________
 PN0440* NAD 83(1991)-  44 27 59.44085(N)    089 14 49.92404(W)     ADJUSTED  
 PN0440* NAVD 88     -       321.705  (meters)    1055.46   (feet)  ADJUSTED  
 PN0440  ___________________________________________________________________
 PN0440  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 PN0440  GEOID HEIGHT-         -36.14  (meters)                     GEOID03
 PN0440  DYNAMIC HT  -         321.647 (meters)    1055.27  (feet)  COMP
 PN0440  MODELED GRAV-     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
 PN0440.and adjusted by the National Geodetic Survey in June 1991..
 PN0440.WARNING-Repeat measurements at this control monument indicate possible
 PN0440.vertical movement.
 PN0440
 PN0440.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0440
 PN0440.The geoid height was determined by GEOID03.
 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;                    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     -   0.99995523  x   0.99996611  =   0.99992134
 PN0440!UTM  16      -   0.99995523  x   0.99999295  =   0.99994818
 PN0440
 PN0440:                Primary Azimuth Mark                     Grid Az
 PN0440:SPC WI C     -  CACHE 1926                               106 11 30.3
 PN0440:UTM  16      -  CACHE 1926                               108 17 50.9
 PN0440
 PN0440|---------------------------------------------------------------------|
 PN0440| PID    Reference Object                     Distance      Geod. Az  |
 PN0440|                                                           dddmmss.s |
 PN0440| PN1073 CACHE 1926                          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
 PN0440.Superseded values are not recommended for survey control.
 PN0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0440.See file dsdata.txt to determine how the superseded data were derived.
 PN0440
 PN0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ2124926145(NAD 83)
 PN0440_MARKER: DE = TRAVERSE STATION DISK
 PN0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0440_SP_SET: 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             NGS
 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 NATIONAL 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 = OCTOBER  7, 2006
 PN1073 ***********************************************************************
 PN1073  DESIGNATION -  CACHE 1926
 PN1073  PID         -  PN1073
 PN1073  STATE/COUNTY-  WI/PORTAGE
 PN1073  USGS QUAD   -  SCANDINAVIA (1983)
 PN1073
 PN1073                         *CURRENT SURVEY CONTROL
 PN1073  ___________________________________________________________________
 PN1073* NAD 83(1991)-  44 27 48.65568(N)    089 13 59.81344(W)     ADJUSTED  
 PN1073* NAVD 88     -       312.     (meters)    1024.     (feet)  SCALED    
 PN1073  ___________________________________________________________________
 PN1073  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 PN1073  GEOID HEIGHT-         -36.15  (meters)                     GEOID03
 PN1073
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1073
 PN1073.The geoid height was determined by GEOID03.
 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     -   0.99995675  x   0.99996649  =   0.99992324
 PN1073!UTM  16      -   0.99995675  x   0.99998814  =   0.99994489
 PN1073
 PN1073|---------------------------------------------------------------------|
 PN1073| PID    Reference Object                     Distance      Geod. Az  |
 PN1073|                                                           dddmmss.s |
 PN1073| PN1074 CACHOO 1926                         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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1073.See file dsdata.txt to determine how the superseded data were derived.
 PN1073
 PN1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ2234825782(NAD 83)
 PN1073_MARKER: N = NAIL
 PN1073_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  7, 2006
 PN1074 ***********************************************************************
 PN1074  DESIGNATION -  CACHOO 1926
 PN1074  PID         -  PN1074
 PN1074  STATE/COUNTY-  WI/PORTAGE
 PN1074  USGS QUAD   -  SCANDINAVIA (1983)
 PN1074
 PN1074                         *CURRENT SURVEY CONTROL
 PN1074  ___________________________________________________________________
 PN1074* NAD 83(1991)-  44 27 48.42089(N)    089 13 47.81644(W)     ADJUSTED  
 PN1074* NAVD 88     -       312.     (meters)    1024.     (feet)  SCALED    
 PN1074  ___________________________________________________________________
 PN1074  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 PN1074  GEOID HEIGHT-         -36.16  (meters)                     GEOID03
 PN1074
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1074
 PN1074.The geoid height was determined by GEOID03.
 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     -   0.99995675  x   0.99996650  =   0.99992325
 PN1074!UTM  16      -   0.99995675  x   0.99998698  =   0.99994373
 PN1074
 PN1074:                Primary Azimuth Mark                     Grid Az
 PN1074:SPC WI C     -  CACKLE 1926                              069 26 27.9
 PN1074:UTM  16      -  CACKLE 1926                              071 32 48.5
 PN1074
 PN1074|---------------------------------------------------------------------|
 PN1074| PID    Reference Object                     Distance      Geod. Az  |
 PN1074|                                                           dddmmss.s |
 PN1074| PN1072 CACKLE 1926                         APPROX. 0.7 KM 0695903.9 |
 PN1074| PN1073 CACHE 1926                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1074.See file dsdata.txt to determine how the superseded data were derived.
 PN1074
 PN1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ2261225768(NAD 83)
 PN1074_MARKER: DS = TRIANGULATION STATION DISK
 PN1074_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  7, 2006
 PN1072 ***********************************************************************
 PN1072  DESIGNATION -  CACKLE 1926
 PN1072  PID         -  PN1072
 PN1072  STATE/COUNTY-  WI/WAUPACA
 PN1072  USGS QUAD   -  SCANDINAVIA (1983)
 PN1072
 PN1072                         *CURRENT SURVEY CONTROL
 PN1072  ___________________________________________________________________
 PN1072* NAD 83(1991)-  44 27 56.41477(N)    089 13 17.16857(W)     ADJUSTED  
 PN1072* NAVD 88     -       302.     (meters)     991.     (feet)  SCALED    
 PN1072  ___________________________________________________________________
 PN1072  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 PN1072  GEOID HEIGHT-         -36.16  (meters)                     GEOID03
 PN1072
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1072
 PN1072.The geoid height was determined by GEOID03.
 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     -   0.99995832  x   0.99996622  =   0.99992454
 PN1072!UTM  16      -   0.99995832  x   0.99998400  =   0.99994232
 PN1072
 PN1072:                Primary Azimuth Mark                     Grid Az
 PN1072:SPC WI C     -  CLOVER 1926                              102 04 37.0
 PN1072:UTM  16      -  CLOVER 1926                              104 10 57.9
 PN1072
 PN1072|---------------------------------------------------------------------|
 PN1072| PID    Reference Object                     Distance      Geod. Az  |
 PN1072|                                                           dddmmss.s |
 PN1072| PN1069 CLOVER 1926                         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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1072.See file dsdata.txt to determine how the superseded data were derived.
 PN1072
 PN1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ2329625996(NAD 83)
 PN1072_MARKER: DS = TRIANGULATION STATION DISK
 PN1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1072_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 PN1071 ***********************************************************************
 PN1071  DESIGNATION -  CAD 1926
 PN1071  PID         -  PN1071
 PN1071  STATE/COUNTY-  WI/WAUPACA
 PN1071  USGS QUAD   -  SCANDINAVIA (1983)
 PN1071
 PN1071                         *CURRENT SURVEY CONTROL
 PN1071  ___________________________________________________________________
 PN1071* NAD 83(1991)-  44 27 31.30448(N)    089 07 47.57133(W)     ADJUSTED  
 PN1071* NAVD 88     -       285.     (meters)     935.     (feet)  SCALED    
 PN1071  ___________________________________________________________________
 PN1071  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 PN1071  GEOID HEIGHT-         -36.23  (meters)                     GEOID03
 PN1071
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1071
 PN1071.The geoid height was determined by GEOID03.
 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     -   0.99996100  x   0.99996709  =   0.99992809
 PN1071!UTM  16      -   0.99996100  x   0.99995308  =   0.99991408
 PN1071
 PN1071:                Primary Azimuth Mark                     Grid Az
 PN1071:SPC WI C     -  CADDIE 1926                              090 25 54.3
 PN1071:UTM  16      -  CADDIE 1926                              092 32 16.1
 PN1071
 PN1071|---------------------------------------------------------------------|
 PN1071| PID    Reference Object                     Distance      Geod. Az  |
 PN1071|                                                           dddmmss.s |
 PN1071| PN1060 CADDIE 1926                         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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1071.See file dsdata.txt to determine how the superseded data were derived.
 PN1071
 PN1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ3055925028(NAD 83)
 PN1071_MARKER: DS = TRIANGULATION STATION DISK
 PN1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1071_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 PN1060 ***********************************************************************
 PN1060  DESIGNATION -  CADDIE 1926
 PN1060  PID         -  PN1060
 PN1060  STATE/COUNTY-  WI/WAUPACA
 PN1060  USGS QUAD   -  OGDENSBURG (1992)
 PN1060
 PN1060                         *CURRENT SURVEY CONTROL
 PN1060  ___________________________________________________________________
 PN1060* NAD 83(1991)-  44 27 29.28482(N)    089 05 15.23887(W)     ADJUSTED  
 PN1060* NAVD 88     -       290.     (meters)     951.     (feet)  SCALED    
 PN1060  ___________________________________________________________________
 PN1060  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 PN1060  GEOID HEIGHT-         -36.27  (meters)                     GEOID03
 PN1060
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1060
 PN1060.The geoid height was determined by GEOID03.
 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     -   0.99996022  x   0.99996716  =   0.99992738
 PN1060!UTM  16      -   0.99996022  x   0.99993920  =   0.99989942
 PN1060
 PN1060:                Primary Azimuth Mark                     Grid Az
 PN1060:SPC WI C     -  CADET 1926                               108 09 58.9
 PN1060:UTM  16      -  CADET 1926                               110 16 21.4
 PN1060
 PN1060|---------------------------------------------------------------------|
 PN1060| PID    Reference Object                     Distance      Geod. Az  |
 PN1060|                                                           dddmmss.s |
 PN1060| PN1059 CADET 1926                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1060.See file dsdata.txt to determine how the superseded data were derived.
 PN1060
 PN1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ3392424878(NAD 83)
 PN1060_MARKER: DS = TRIANGULATION STATION DISK
 PN1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1060_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 PN0995 ***********************************************************************
 PN0995  DESIGNATION -  CADE 1926
 PN0995  PID         -  PN0995
 PN0995  STATE/COUNTY-  WI/WAUPACA
 PN0995  USGS QUAD   -  MANAWA (1982)
 PN0995
 PN0995                         *CURRENT SURVEY CONTROL
 PN0995  ___________________________________________________________________
 PN0995* NAD 83(1991)-  44 27 38.58472(N)    088 59 11.67916(W)     ADJUSTED  
 PN0995* NAVD 88     -       261.     (meters)     856.     (feet)  SCALED    
 PN0995  ___________________________________________________________________
 PN0995  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 PN0995  GEOID HEIGHT-         -36.34  (meters)                     GEOID03
 PN0995
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0995
 PN0995.The geoid height was determined by GEOID03.
 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     -   0.99996478  x   0.99996684  =   0.99993162
 PN0995!UTM  16      -   0.99996478  x   0.99990715  =   0.99987193
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0995.See file dsdata.txt to determine how the superseded data were derived.
 PN0995
 PN0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ4196524965(NAD 83)
 PN0995_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PN0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0995_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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     SEE DESCRIPTION  WIGS
 PN0995  HISTORY     - 1954     SEE DESCRIPTION  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 = OCTOBER  7, 2006
 PN1059 ***********************************************************************
 PN1059  DESIGNATION -  CADET 1926
 PN1059  PID         -  PN1059
 PN1059  STATE/COUNTY-  WI/WAUPACA
 PN1059  USGS QUAD   -  OGDENSBURG (1992)
 PN1059
 PN1059                         *CURRENT SURVEY CONTROL
 PN1059  ___________________________________________________________________
 PN1059* NAD 83(1991)-  44 27 21.49999(N)    089 04 43.33494(W)     ADJUSTED  
 PN1059* NAVD 88     -       285.     (meters)     935.     (feet)  SCALED    
 PN1059  ___________________________________________________________________
 PN1059  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 PN1059  GEOID HEIGHT-         -36.28  (meters)                     GEOID03
 PN1059
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1059
 PN1059.The geoid height was determined by GEOID03.
 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     -   0.99996100  x   0.99996744  =   0.99992845
 PN1059!UTM  16      -   0.99996100  x   0.99993635  =   0.99989736
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1059.See file dsdata.txt to determine how the superseded data were derived.
 PN1059
 PN1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ3462324620(NAD 83)
 PN1059_MARKER: DS = TRIANGULATION STATION DISK
 PN1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1059_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 DH5005 ***********************************************************************
 DH5005  DESIGNATION -  CADIZ C GPS
 DH5005  PID         -  DH5005
 DH5005  STATE/COUNTY-  WI/GREEN
 DH5005  USGS QUAD   -  BROWNTOWN (1981)
 DH5005
 DH5005                         *CURRENT SURVEY CONTROL
 DH5005  ___________________________________________________________________
 DH5005* NAD 83(1997)-  42 32 31.14852(N)    089 46 39.33010(W)     ADJUSTED  
 DH5005* NAVD 88     -                                                        
 DH5005  ___________________________________________________________________
 DH5005  X           -      18,270.174 (meters)                     COMP
 DH5005  Y           -  -4,706,652.470 (meters)                     COMP
 DH5005  Z           -   4,290,320.686 (meters)                     COMP
 DH5005  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 DH5005  ELLIP HEIGHT-         249.23  (meters)          (08/01/05) GPS OBS
 DH5005  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 DH5005
 DH5005  HORZ ORDER  -  FIRST
 DH5005  ELLP ORDER  -  SECOND    CLASS I
 DH5005
 DH5005.The horizontal coordinates were established by GPS observations
 DH5005.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5005
 DH5005
 DH5005.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5005
 DH5005.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5005
 DH5005.The ellipsoidal height was determined by GPS observations
 DH5005.and is referenced to NAD 83.
 DH5005
 DH5005.The geoid height was determined by GEOID03.
 DH5005
 DH5005;                    North         East     Units Scale Factor Converg.
 DH5005;SPC WI S     -    60,235.110   618,270.291   MT  1.00004407   +0 09 10.1
 DH5005;SPC WI S     -   197,621.36  2,028,441.78   sFT  1.00004407   +0 09 10.1
 DH5005;UTM  16      - 4,713,694.600   271,920.980   MT  1.00024007   -1 52 43.8
 DH5005
 DH5005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5005!SPC WI S     -   0.99996091  x   1.00004407  =   1.00000498
 DH5005!UTM  16      -   0.99996091  x   1.00024007  =   1.00020097
 DH5005
 DH5005                          SUPERSEDED SURVEY CONTROL
 DH5005
 DH5005.No superseded survey control is available for this station.
 DH5005
 DH5005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7192113695(NAD 83)
 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 - June , 2003
 DH5005
 DH5005  HISTORY     - Date     Condition        Report By
 DH5005  HISTORY     - 200306   MONUMENTED       WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5004 ***********************************************************************
 DH5004  DESIGNATION -  CADIZ N GPS
 DH5004  PID         -  DH5004
 DH5004  STATE/COUNTY-  WI/GREEN
 DH5004  USGS QUAD   -  BROWNTOWN (1981)
 DH5004
 DH5004                         *CURRENT SURVEY CONTROL
 DH5004  ___________________________________________________________________
 DH5004* NAD 83(1997)-  42 35 23.26114(N)    089 47 01.71010(W)     ADJUSTED  
 DH5004* NAVD 88     -                                                        
 DH5004  ___________________________________________________________________
 DH5004  X           -      17,745.826 (meters)                     COMP
 DH5004  Y           -  -4,703,031.617 (meters)                     COMP
 DH5004  Z           -   4,294,204.468 (meters)                     COMP
 DH5004  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 DH5004  ELLIP HEIGHT-         208.15  (meters)          (08/01/05) GPS OBS
 DH5004  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 DH5004
 DH5004  HORZ ORDER  -  FIRST
 DH5004  ELLP ORDER  -  SECOND    CLASS I
 DH5004
 DH5004.The horizontal coordinates were established by GPS observations
 DH5004.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5004
 DH5004
 DH5004.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5004
 DH5004.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5004
 DH5004.The ellipsoidal height was determined by GPS observations
 DH5004.and is referenced to NAD 83.
 DH5004
 DH5004.The geoid height was determined by GEOID03.
 DH5004
 DH5004;                    North         East     Units Scale Factor Converg.
 DH5004;SPC WI S     -    65,544.786   617,745.838   MT  1.00003203   +0 08 54.8
 DH5004;SPC WI S     -   215,041.52  2,026,721.14   sFT  1.00003203   +0 08 54.8
 DH5004;UTM  16      - 4,719,020.616   271,585.101   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  =   1.00020930
 DH5004
 DH5004                          SUPERSEDED SURVEY CONTROL
 DH5004
 DH5004.No superseded survey control is available for this station.
 DH5004
 DH5004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7158519021(NAD 83)
 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 - December 27, 2005
 DH5004
 DH5004  HISTORY     - Date     Condition        Report By
 DH5004  HISTORY     - 200306   MONUMENTED       WIDT
 DH5004  HISTORY     - 20051227 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1063 ***********************************************************************
 PN1063  DESIGNATION -  CAFE
 PN1063  PID         -  PN1063
 PN1063  STATE/COUNTY-  WI/WAUPACA
 PN1063  USGS QUAD   -  OGDENSBURG (1992)
 PN1063
 PN1063                         *CURRENT SURVEY CONTROL
 PN1063  ___________________________________________________________________
 PN1063* NAD 83(1991)-  44 27 14.71139(N)    089 02 47.41659(W)     ADJUSTED  
 PN1063* NAVD 88     -       280.     (meters)     919.     (feet)  SCALED    
 PN1063  ___________________________________________________________________
 PN1063  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 PN1063  GEOID HEIGHT-         -36.30  (meters)                     GEOID03
 PN1063
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1063
 PN1063.The geoid height was determined by GEOID03.
 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     -   0.99996179  x   0.99996768  =   0.99992947
 PN1063!UTM  16      -   0.99996179  x   0.99992603  =   0.99988783
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1063.See file dsdata.txt to determine how the superseded data were derived.
 PN1063
 PN1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ3717924346(NAD 83)
 PN1063_MARKER: DS = TRIANGULATION STATION DISK
 PN1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 PN1062 ***********************************************************************
 PN1062  DESIGNATION -  CAFE RM 3
 PN1062  PID         -  PN1062
 PN1062  STATE/COUNTY-  WI/WAUPACA
 PN1062  USGS QUAD   -  OGDENSBURG (1992)
 PN1062
 PN1062                         *CURRENT SURVEY CONTROL
 PN1062  ___________________________________________________________________
 PN1062* NAD 83(1991)-  44 27 13.47883(N)    089 02 47.45553(W)     ADJUSTED  
 PN1062* NAVD 88     -       280.     (meters)     919.     (feet)  SCALED    
 PN1062  ___________________________________________________________________
 PN1062  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 PN1062  GEOID HEIGHT-         -36.30  (meters)                     GEOID03
 PN1062
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1062
 PN1062.The geoid height was determined by GEOID03.
 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     -   0.99996179  x   0.99996772  =   0.99992951
 PN1062!UTM  16      -   0.99996179  x   0.99992604  =   0.99988784
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1062.See file dsdata.txt to determine how the superseded data were derived.
 PN1062
 PN1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ3717724308(NAD 83)
 PN1062_MARKER: DS = TRIANGULATION STATION DISK
 PN1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 PN0219 ***********************************************************************
 PN0219  DESIGNATION -  CAITIFF
 PN0219  PID         -  PN0219
 PN0219  STATE/COUNTY-  WI/WAUPACA
 PN0219  USGS QUAD   -  MANAWA (1982)
 PN0219
 PN0219                         *CURRENT SURVEY CONTROL
 PN0219  ___________________________________________________________________
 PN0219* NAD 83(1991)-  44 27 33.64824(N)    088 56 49.57494(W)     ADJUSTED  
 PN0219* NAVD 88     -       256.197  (meters)     840.54   (feet)  ADJUSTED  
 PN0219  ___________________________________________________________________
 PN0219  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 PN0219  GEOID HEIGHT-         -36.35  (meters)                     GEOID03
 PN0219  DYNAMIC HT  -         256.155 (meters)     840.40  (feet)  COMP
 PN0219  MODELED GRAV-     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
 PN0219.and adjusted by the National Geodetic Survey in June 1991..
 PN0219
 PN0219.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0219
 PN0219.The geoid height was determined by GEOID03.
 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;                    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     -   0.99996553  x   0.99996701  =   0.99993254
 PN0219!UTM  16      -   0.99996553  x   0.99989507  =   0.99986060
 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|---------------------------------------------------------------------|
 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
 PN0219.Superseded values are not recommended for survey control.
 PN0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0219.See file dsdata.txt to determine how the superseded data were derived.
 PN0219
 PN0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ4510124737(NAD 83)
 PN0219_MARKER: DE = TRAVERSE STATION DISK
 PN0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0219_STAMPING: CATIFF 1930
 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     SEE DESCRIPTION  CGS
 PN0219  HISTORY     - 1930     SEE DESCRIPTION  CGS
 PN0219  HISTORY     - 1930     GOOD             CGS
 PN0219  HISTORY     - 1934     GOOD             NGS
 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 NATIONAL 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 = OCTOBER  7, 2006
 PN0222 ***********************************************************************
 PN0222  DESIGNATION -  CAJOLE
 PN0222  PID         -  PN0222
 PN0222  STATE/COUNTY-  WI/WAUPACA
 PN0222  USGS QUAD   -  MANAWA (1982)
 PN0222
 PN0222                         *CURRENT SURVEY CONTROL
 PN0222  ___________________________________________________________________
 PN0222* NAD 83(1991)-  44 25 41.59634(N)    088 52 46.16320(W)     ADJUSTED  
 PN0222* NAVD 88     -       249.419  (meters)     818.30   (feet)  ADJUSTED  
 PN0222  ___________________________________________________________________
 PN0222  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 PN0222  GEOID HEIGHT-         -36.37  (meters)                     GEOID03
 PN0222  DYNAMIC HT  -         249.378 (meters)     818.17  (feet)  COMP
 PN0222  MODELED GRAV-     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
 PN0222.and adjusted by the National Geodetic Survey in June 1991..
 PN0222
 PN0222.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0222
 PN0222.The geoid height was determined by GEOID03.
 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;                    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     -   0.99996660  x   0.99997108  =   0.99993768
 PN0222!UTM  16      -   0.99996660  x   0.99987523  =   0.99984183
 PN0222
 PN0222:                Primary Azimuth Mark                     Grid Az
 PN0222:SPC WI C     -  CAKE 1926                                128 51 22.7
 PN0222:UTM  16      -  CAKE 1926                                130 57 46.2
 PN0222
 PN0222|---------------------------------------------------------------------|
 PN0222| PID    Reference Object                     Distance      Geod. Az  |
 PN0222|                                                           dddmmss.s |
 PN0222| PN0983 CAKE 1926                           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
 PN0222.Superseded values are not recommended for survey control.
 PN0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0222.See file dsdata.txt to determine how the superseded data were derived.
 PN0222
 PN0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ5040121154(NAD 83)
 PN0222_MARKER: DE = TRAVERSE STATION DISK
 PN0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0222_STAMPING: CAJOLE 1926
 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     SEE DESCRIPTION  CGS
 PN0222  HISTORY     - 1930     SEE DESCRIPTION  CGS
 PN0222  HISTORY     - 1934     GOOD             NGS
 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 NATIONAL 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 = OCTOBER  7, 2006
 PN0983 ***********************************************************************
 PN0983  DESIGNATION -  CAKE 1926
 PN0983  PID         -  PN0983
 PN0983  STATE/COUNTY-  WI/WAUPACA
 PN0983  USGS QUAD   -  NORTHPORT (1993)
 PN0983
 PN0983                         *CURRENT SURVEY CONTROL
 PN0983  ___________________________________________________________________
 PN0983* NAD 83(1991)-  44 23 36.48616(N)    088 49 15.68429(W)     ADJUSTED  
 PN0983* NAVD 88     -       254.     (meters)     833.     (feet)  SCALED    
 PN0983  ___________________________________________________________________
 PN0983  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 PN0983  GEOID HEIGHT-         -36.40  (meters)                     GEOID03
 PN0983
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0983
 PN0983.The geoid height was determined by GEOID03.
 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     -   0.99996588  x   0.99997597  =   0.99994186
 PN0983!UTM  16      -   0.99996588  x   0.99985868  =   0.99982457
 PN0983
 PN0983:                Primary Azimuth Mark                     Grid Az
 PN0983:SPC WI C     -  CANTON 1926                              059 28 15.3
 PN0983:UTM  16      -  CANTON 1926                              061 34 37.0
 PN0983
 PN0983|---------------------------------------------------------------------|
 PN0983| PID    Reference Object                     Distance      Geod. Az  |
 PN0983|                                                           dddmmss.s |
 PN0983| PN0984 CANTON 1926                         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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0983.See file dsdata.txt to determine how the superseded data were derived.
 PN0983
 PN0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ5496917189(NAD 83)
 PN0983_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PN0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0983_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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     SEE DESCRIPTION  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 = OCTOBER  7, 2006
 OM0916 ***********************************************************************
 OM0916  DESIGNATION -  CALAMUS
 OM0916  PID         -  OM0916
 OM0916  STATE/COUNTY-  WI/DODGE
 OM0916  USGS QUAD   -  LOST LAKE (1980)
 OM0916
 OM0916                         *CURRENT SURVEY CONTROL
 OM0916  ___________________________________________________________________
 OM0916* NAD 83(1991)-  43 24 31.90332(N)    088 56 40.61599(W)     ADJUSTED  
 OM0916* NAVD 88     -       290.     (meters)     951.     (feet)  SCALED    
 OM0916  ___________________________________________________________________
 OM0916  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 OM0916  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 OM0916
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0916
 OM0916.The geoid height was determined by GEOID03.
 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     -   0.99996004  x   0.99993256  =   0.99989260
 OM0916!UTM  16      -   0.99996004  x   0.99990495  =   0.99986499
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0916.See file dsdata.txt to determine how the superseded data were derived.
 OM0916
 OM0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4255108056(NAD 83)
 OM0916_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0916
 OM0916  HISTORY     - Date     Condition        Report By
 OM0916  HISTORY     - 1958     MONUMENTED       CGS
 OM0916  HISTORY     - 1959     SEE DESCRIPTION  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 = OCTOBER  7, 2006
 OM1318 ***********************************************************************
 OM1318  DESIGNATION -  CALAMUS C GPS
 OM1318  PID         -  OM1318
 OM1318  STATE/COUNTY-  WI/DODGE
 OM1318  USGS QUAD   -  LOST LAKE (1980)
 OM1318
 OM1318                         *CURRENT SURVEY CONTROL
 OM1318  ___________________________________________________________________
 OM1318* NAD 83(1997)-  43 25 42.26070(N)    088 56 41.21590(W)     ADJUSTED  
 OM1318* NAVD 88     -       273.     (meters)     896.     (feet)  SCALED    
 OM1318  ___________________________________________________________________
 OM1318  X           -      85,441.634 (meters)                     COMP
 OM1318  Y           -  -4,638,749.919 (meters)                     COMP
 OM1318  Z           -   4,362,351.978 (meters)                     COMP
 OM1318  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 OM1318  ELLIP HEIGHT-         237.75  (meters)          (08/01/05) GPS OBS
 OM1318  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 OM1318  OBS GRAVITY -     980,365.1   (mgal)                       GRAV_OBS
 OM1318
 OM1318  HORZ ORDER  -  FIRST
 OM1318  ELLP ORDER  -  SECOND    CLASS I
 OM1318
 OM1318.The horizontal coordinates were established by GPS observations
 OM1318.and adjusted by the WI DEPT OF TRANSP in August 2005..
 OM1318
 OM1318.The orthometric height was scaled from a topographic map.
 OM1318
 OM1318.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1318
 OM1318.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1318
 OM1318.The ellipsoidal height was determined by GPS observations
 OM1318.and is referenced to NAD 83.
 OM1318
 OM1318.The geoid height was determined by GEOID03.
 OM1318.The observed gravity was obtained from relative gravimeter ties
 OM1318.to the IGSN71 gravity network.
 OM1318
 OM1318;                    North         East     Units Scale Factor Converg.
 OM1318;SPC WI S     -   159,222.803   685,435.250   MT  0.99993266   +0 43 30.2
 OM1318;SPC WI S     -   522,383.48  2,248,798.82   sFT  0.99993266   +0 43 30.2
 OM1318;UTM  16      - 4,810,227.199   342,588.030   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  =   0.99989538
 OM1318!UTM  16      -   0.99996272  x   0.99990480  =   0.99986752
 OM1318
 OM1318                          SUPERSEDED SURVEY CONTROL
 OM1318
 OM1318.No superseded survey control is available for this station.
 OM1318
 OM1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4258810227(NAD 83)
 OM1318_MARKER: DD = SURVEY DISK
 OM1318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1318_SP_SET: CONCRETE POST
 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 - August 07, 2003
 OM1318
 OM1318  HISTORY     - Date     Condition        Report By
 OM1318  HISTORY     - 1992     MONUMENTED       WI-027
 OM1318  HISTORY     - 19931122 GOOD             WIDT
 OM1318  HISTORY     - 20030807 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1317 ***********************************************************************
 OM1317  DESIGNATION -  CALAMUS E GPS
 OM1317  PID         -  OM1317
 OM1317  STATE/COUNTY-  WI/DODGE
 OM1317  USGS QUAD   -  LOST LAKE (1980)
 OM1317
 OM1317                         *CURRENT SURVEY CONTROL
 OM1317  ___________________________________________________________________
 OM1317* NAD 83(1997)-  43 26 14.32814(N)    088 53 48.47357(W)     ADJUSTED  
 OM1317* NAVD 88     -       264.     (meters)     866.     (feet)  SCALED    
 OM1317  ___________________________________________________________________
 OM1317  X           -      89,313.229 (meters)                     COMP
 OM1317  Y           -  -4,637,989.852 (meters)                     COMP
 OM1317  Z           -   4,363,064.417 (meters)                     COMP
 OM1317  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 OM1317  ELLIP HEIGHT-         228.66  (meters)          (08/01/05) GPS OBS
 OM1317  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 OM1317  OBS GRAVITY -     980,371.7   (mgal)                       GRAV_OBS
 OM1317
 OM1317  HORZ ORDER  -  FIRST
 OM1317  ELLP ORDER  -  SECOND    CLASS I
 OM1317
 OM1317.The horizontal coordinates were established by GPS observations
 OM1317.and adjusted by the WI DEPT OF TRANSP in August 2005..
 OM1317
 OM1317.The orthometric height was scaled from a topographic map.
 OM1317
 OM1317.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1317
 OM1317.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1317
 OM1317.The ellipsoidal height was determined by GPS observations
 OM1317.and is referenced to NAD 83.
 OM1317
 OM1317.The geoid height was determined by GEOID03.
 OM1317.The observed gravity was obtained from relative gravimeter ties
 OM1317.to the IGSN71 gravity network.
 OM1317
 OM1317;                    North         East     Units Scale Factor Converg.
 OM1317;SPC WI S     -   160,262.577   689,306.939   MT  0.99993274   +0 45 28.8
 OM1317;SPC WI S     -   525,794.80  2,261,501.18   sFT  0.99993274   +0 45 28.8
 OM1317;UTM  16      - 4,811,126.937   346,494.491   MT  0.99988986   -1 18 15.9
 OM1317
 OM1317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1317!SPC WI S     -   0.99996414  x   0.99993274  =   0.99989689
 OM1317!UTM  16      -   0.99996414  x   0.99988986  =   0.99985401
 OM1317
 OM1317                          SUPERSEDED SURVEY CONTROL
 OM1317
 OM1317.No superseded survey control is available for this station.
 OM1317
 OM1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4649411127(NAD 83)
 OM1317_MARKER: DD = SURVEY DISK
 OM1317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1317_SP_SET: CONCRETE POST
 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 - August 07, 2003
 OM1317
 OM1317  HISTORY     - Date     Condition        Report By
 OM1317  HISTORY     - 1992     MONUMENTED       WI-027
 OM1317  HISTORY     - 19931122 GOOD             WIDT
 OM1317  HISTORY     - 20030807 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1319 ***********************************************************************
 OM1319  DESIGNATION -  CALAMUS S GPS
 OM1319  PID         -  OM1319
 OM1319  STATE/COUNTY-  WI/DODGE
 OM1319  USGS QUAD   -  LOST LAKE (1980)
 OM1319
 OM1319                         *CURRENT SURVEY CONTROL
 OM1319  ___________________________________________________________________
 OM1319* NAD 83(1997)-  43 22 44.63921(N)    088 55 19.25465(W)     ADJUSTED  
 OM1319* NAVD 88     -       268.     (meters)     879.     (feet)  SCALED    
 OM1319  ___________________________________________________________________
 OM1319  X           -      87,355.678 (meters)                     COMP
 OM1319  Y           -  -4,642,478.241 (meters)                     COMP
 OM1319  Z           -   4,358,366.001 (meters)                     COMP
 OM1319  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 OM1319  ELLIP HEIGHT-         233.00  (meters)          (08/01/05) GPS OBS
 OM1319  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 OM1319  OBS GRAVITY -     980,363.8   (mgal)                       GRAV_OBS
 OM1319
 OM1319  HORZ ORDER  -  FIRST
 OM1319  ELLP ORDER  -  SECOND    CLASS I
 OM1319
 OM1319.The horizontal coordinates were established by GPS observations
 OM1319.and adjusted by the WI DEPT OF TRANSP in August 2005..
 OM1319
 OM1319.The orthometric height was scaled from a topographic map.
 OM1319
 OM1319.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1319
 OM1319.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1319
 OM1319.The ellipsoidal height was determined by GPS observations
 OM1319.and is referenced to NAD 83.
 OM1319
 OM1319.The geoid height was determined by GEOID03.
 OM1319.The observed gravity was obtained from relative gravimeter ties
 OM1319.to the IGSN71 gravity network.
 OM1319
 OM1319;                    North         East     Units Scale Factor Converg.
 OM1319;SPC WI S     -   153,765.581   687,349.326   MT  0.99993262   +0 44 26.5
 OM1319;SPC WI S     -   504,479.24  2,255,078.58   sFT  0.99993262   +0 44 26.5
 OM1319;UTM  16      - 4,804,704.823   344,304.492   MT  0.99989819   -1 19 13.2
 OM1319
 OM1319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1319!SPC WI S     -   0.99996346  x   0.99993262  =   0.99989609
 OM1319!UTM  16      -   0.99996346  x   0.99989819  =   0.99986166
 OM1319
 OM1319                          SUPERSEDED SURVEY CONTROL
 OM1319
 OM1319.No superseded survey control is available for this station.
 OM1319
 OM1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4430404705(NAD 83)
 OM1319_MARKER: DD = SURVEY DISK
 OM1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1319_SP_SET: CONCRETE POST
 OM1319_STAMPING: CALAMUS S GPS 1992
 OM1319_MARK LOGO: WI-027
 OM1319_PROJECTION: FLUSH
 OM1319_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM1319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1319+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2003
 OM1319
 OM1319  HISTORY     - Date     Condition        Report By
 OM1319  HISTORY     - 1992     MONUMENTED       WI-027
 OM1319  HISTORY     - 19931122 GOOD             WIDT
 OM1319  HISTORY     - 20030807 GOOD             WIDT
 OM1319  HISTORY     - 20051110 MARK NOT FOUND   WI-027
 OM1319
 OM1319                          STATION DESCRIPTION
 OM1319
 OM1319'DESCRIBED BY WI DEPT OF TRANSP 1993
 OM1319'STATION IS PART OF GRAVITY DENSIFICATION PROJECT, LOCATED IN WIDOT
 OM1319'DODGE COUNTY GRID REFERENCE J3, ABOUT 9.2 KM (5.70 MI) NORTHEAST OF
 OM1319'COLUMBUS, IN THE NORTHWEST CORNER OF THE SOUTHWEST 1/4 OF SECTION 35,
 OM1319'T11N, R13E, IN A CUT SECTION ON HIGHWAY RIGHT-OF-WAY.  CONTACT DODGE
 OM1319'COUNTY SURVEYORS OFFICE AT 414-386-3770 CONCERNING STATION
 OM1319'COORDINATES.
 OM1319'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 151 AND
 OM1319'COUNTY TRUNK HIGHWAY S, GO EAST ON COUNTY TRUNK HIGHWAY S FOR 3.2 KM
 OM1319'(2.00 MI) TO THE STATION ON THE RIGHT.  ALSO 0.56 KM (0.35 MI) WEST
 OM1319'OF THE JUNCTION OF COUNTY TRUNK HIGHWAY TT.
 OM1319'STATION IS A BRASS DISK IN TOP OF A 45 CM ROUND CONCRETE MONUMENT
 OM1319'FLUSH WITH THE GROUND.  IT IS 10.7 M (35.1 FT) SOUTH FROM THE CENTER
 OM1319'OF COUNTY TRUNK HIGHWAY S AND 1.2 FT (0.4 M) NORTH FROM A WHITE
 OM1319'PLASTIC T-POST.
 OM1319
 OM1319                          STATION RECOVERY (2003)
 OM1319
 OM1319'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 OM1319'OWNERSHIP--DODGE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF US
 OM1319'HIGHWAY 151  WITH COUNTY HIGHWAY S ABOUT 7 MI SOUTHWEST OF THE CITY OF
 OM1319'BEAVER DAM, GO EAST ON  COUNTY HIGHWAY S FOR 1.8 MI TO SOUTH SALEM
 OM1319'ROAD ON THE LEFT, CONTINUE EAST ON COUNTY  HIGHWAY S FOR 0.1 MI TO THE
 OM1319'STATION ON THE RIGHT.  THE STATION IS A BRONZE DODGE COUNTY  GEODEDIC
 OM1319'CONTROL MARKER DISK SET IN THE TOP OF A 45-CM DIAMETER CONCRETE POST
 OM1319'ABOUT  LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 10.7 M SOUTH
 OM1319'OF THE CENTERLINE OF  COUNTY HIGHWAY S, 108 M SOUTHWEST OF A WOOD POST
 OM1319'FOR A --INTERSECTING ROAD ON THE  RIGHT-- SIGN, 2 M NORTH OF A
 OM1319'CULTIVATED FIELD, 0.3 M NORTH OF A WHITE PLASTIC WITNESS  POST AND 1.0
 OM1319'M NORTH, EAST, SOUTHWEST OF THREE ORANGE 4X4 PLASTIC WITNESS POSTS.
 OM1319'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 OM1319'THAN 15  DEGREES ABOVE THE HORIZON.
 OM1319
 OM1319                          STATION RECOVERY (2005)
 OM1319
 OM1319'RECOVERY NOTE BY DODGE COUNTY WISCONSIN 2005 (JMT)
 OM1319'STATION AND AZM MARK DESTROYED BY COUNTY HIGHWAY ROAD CONSTRUCTION
 OM1319' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0682 ***********************************************************************
 NG0682  DESIGNATION -  CALEDONIA
 NG0682  PID         -  NG0682
 NG0682  STATE/COUNTY-  WI/RACINE
 NG0682  USGS QUAD   -  FRANKSVILLE (1994)
 NG0682
 NG0682                         *CURRENT SURVEY CONTROL
 NG0682  ___________________________________________________________________
 NG0682* NAD 83(1991)-  42 45 40.32879(N)    087 56 46.30629(W)     ADJUSTED  
 NG0682* NAVD 88     -       242.     (meters)     794.     (feet)  SCALED    
 NG0682  ___________________________________________________________________
 NG0682  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 NG0682  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 NG0682
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0682
 NG0682.The geoid height was determined by GEOID03.
 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     -   0.99996750  x   0.99999450  =   0.99996200
 NG0682!UTM  16      -   0.99996750  x   0.99967374  =   0.99964125
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0682.See file dsdata.txt to determine how the superseded data were derived.
 NG0682
 NG0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2257934731(NAD 83)
 NG0682_MARKER: DS = TRIANGULATION STATION DISK
 NG0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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'STATION IS LOCATED IN THE EAST CENTRAL SECTION OF THE KILBOUR COUNTRY
 NG0682'CLUB GOLF COURSE ABOUT 8
 NG0682'MILES NORTHWEST OF RACINE AND ABOUT 1-1/2 MILE SOUTHEAST OF
 NG0682'THOMPSONVILLE.  IT IS 40 FEET NORTHEAST
 NG0682'OF THE NO. 6 GREEN AND 24 FEET WEST OF A 36 INCH TREE
 NG0682'AND WHITE WITNESS POST.  THE MARK IS FLUSH
 NG0682'AND THE DISK IS 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.
 NG0682'THE MARK IS FLUSH AND THE DISK IS STAMPED CALEDONIA NO 1 1953.
 NG0682'
 NG0682'REFERENCE MARK NO. 2 IS ON THE WEST EDGE OF THE FAIRWAY.  THE MARK IS
 NG0682'FLUSH AND THE DISK IS
 NG0682'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
 NG0682'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 NG0682'STAMPED CALEDONIA 1953.
 NG0682'
 NG0682'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 AND COUNTY
 NG0682'HIGHWAY 5 IN THOMPSONVILLE,
 NG0682'GO SOUTH ON HIGHWAY 41 FOR 1.0 MILE TO A GRAVEL ROAD LEFT AT THE
 NG0682'NORTHWEST CORNER OF A GOLF COURSE.
 NG0682'TURN LEFT AND GO EAST FOR 0.4 MILE TO A LANE RIGHT
 NG0682'JUST AFTER PASSING A GROVE OF OAK TREES.* TURN RIGHT
 NG0682'ON THE LANE AND GO ABOUT 0.25
 NG0682'MILE AND THEN TURN SHARP RIGHT ACROSS GOLF COURSE TO NO. 6 GREEN AND
 NG0682'THE STATION AS 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
 NG0682'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
 NG0682'FOUND IN GOOD CONDITION.  THE DIRECTION TO REFERENCE MARK 1 CHECKED
 NG0682'BUT A DIFFERENCE OF 8 MILLIMETERS
 NG0682'SHORTER WAS FOUND IN THE DISTANCE.  THE DISTANCE AND DIRECTION
 NG0682'TO REFERENCE MARK 2 CHECKED.  THE FRANKVILLE,
 NG0682'FRANKS KRAUT COMPANY WATER TANK WHICH WAS
 NG0682'LISTED IN THE BOX OF THE 1953 DESCRIPTION IS NOT VISIBLE FROM
 NG0682'THE GROUND.  AN ADDITIONAL VISIBLE
 NG0682'FROM THE GROUND OBJECT, THE FRANKVILLE, PRESBYTERIAN CHURCH, SPIRE
 NG0682'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
 NG0682'WAS FOUND UPROOTED AND WAS RESET AND RESTAMPED AND USED
 NG0682'AS THE NEW AZIMUTH MARK.  THE
 NG0682'DISTANCE AND DIRECTION TO THE REFERENCE
 NG0682'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
 NG0682'THOMPSONVILLE, 40 FEET NORTHEAST OF THE NO. 6 GREEN
 NG0682'OF THE SOUTH HILLS COUNTRY CLUB GOLF
 NG0682'COURSE, 20 FEET NORTHEAST OF A 24
 NG0682'INCH ELM TREE, 32 FEET SOUTHEAST OF A 10 INCH MAPLE
 NG0682'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
 NG0682'FLUSH AND THE DISK IS STAMPED CALEDONIA 1953.
 NG0682'
 NG0682'REFERENCE MARK 1 IS 37 FEET WEST OF THE 12 INCH MAPLE TREE AND 25
 NG0682'FEET NORTH OF THE
 NG0682'GREEN.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 NG0682'CALEDONIA NO 1 1953.
 NG0682'
 NG0682'REFERENCE MARK 2 IS 32 FEET NORTHEAST OF AN 8 INCH MAPLE TREE AND
 NG0682'IN THE WEST EDGE
 NG0682'OF THE FAIRWAY.  THE MONUMENT IS FLUSH AND THE DISK IS
 NG0682'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
 NG0682'AND 26 FEET SOUTH OF THE CENTERLINE OF GOLF ROAD.  THE
 NG0682'MONUMENT PROJECTS 4 INCHES AND THE
 NG0682'DISK IS STAMPED CALEDONIA 1953 1971.
 NG0682'
 NG0682'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF GOLF ROAD, U.S.
 NG0682'HIGHWAY 41,
 NG0682'INTERSTATE HIGHWAY 94 (AT THE NORTHWEST CORNER OF THE GOLF
 NG0682'COURSE), GO EAST ON GOLF ROAD
 NG0682'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
 NG0682'
 NG0682'HEIGHT OF LIGHT ABOVE STATION MARK - 5 FEET
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 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  USGS QUAD   -  READFIELD (1983)
 DF6060
 DF6060                         *CURRENT SURVEY CONTROL
 DF6060  ___________________________________________________________________
 DF6060* NAD 83(1997)-  44 16 57.56677(N)    088 48 34.26606(W)     ADJUSTED  
 DF6060* NAVD 88     -       241.03   (meters)     790.8    (feet)  GPS OBS   
 DF6060  ___________________________________________________________________
 DF6060  X           -      95,025.731 (meters)                     COMP
 DF6060  Y           -  -4,572,762.456 (meters)                     COMP
 DF6060  Z           -   4,430,773.193 (meters)                     COMP
 DF6060  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 DF6060  ELLIP HEIGHT-         204.58  (meters)          (06/11/03) GPS OBS
 DF6060  GEOID HEIGHT-         -36.45  (meters)                     GEOID03
 DF6060
 DF6060  HORZ ORDER  -  FIRST
 DF6060  ELLP ORDER  -  THIRD     CLASS I
 DF6060
 DF6060.The horizontal coordinates were established by GPS observations
 DF6060.and adjusted by the National Geodetic Survey in June 2003..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6060
 DF6060.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6060
 DF6060.The ellipsoidal height was determined by GPS observations
 DF6060.and is referenced to NAD 83.
 DF6060
 DF6060.The geoid height was determined by GEOID03.
 DF6060
 DF6060;                    North         East     Units Scale Factor Converg.
 DF6060;SPC WI C     -    50,624.698   695,025.550   MT  0.99999399   +0 50 23.9
 DF6060;SPC WI C     -   166,091.20  2,280,262.99   sFT  0.99999399   +0 50 23.9
 DF6060;UTM  16      - 4,904,859.931   355,613.357   MT  0.99985639   -1 15 49.0
 DF6060
 DF6060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6060!SPC WI C     -   0.99996792  x   0.99999399  =   0.99996191
 DF6060!UTM  16      -   0.99996792  x   0.99985639  =   0.99982432
 DF6060
 DF6060                          SUPERSEDED SURVEY CONTROL
 DF6060
 DF6060.No superseded survey control is available for this station.
 DF6060
 DF6060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ5561304860(NAD 83)
 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.  TO REACH THE STATION FROM THE JUNCTION OF
 DF6060'COUNTY HIGHWAY
 DF6060'H WITH COUNTY HIGHWAY W IN THE VILLAGE OF READFIELD, GO WEST ON COUNTY
 DF6060'HIGHWAY H FOR
 DF6060'3.4 KM TO COUNTY HIGHWAY HH ON THE RIGHT, TURN RIGHT AND GO NORTH ON
 DF6060'COUNTY HIGHWAY
 DF6060'HH FOR 0.1 KM TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DF6060'WISCONSIN DEPARTMENT
 DF6060'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP
 DF6060'OF A 41-CM
 DF6060'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH
 DF6060'THE ROAD
 DF6060'PAVEMENT.  THE STATION IS 6.3 M EAST OF THE CENTERLINE OF COUNTY
 DF6060'HIGHWAY HH, 49.0 M
 DF6060'SOUTH-SOUTHEAST OF POWER POLE --96-04000 25K--, 43 M SOUTH OF THE
 DF6060'CENTERLINE OF PRIVATE
 DF6060'ENTRANCE --N 1212--, 38.3 M NORTHEAST OF POWER POLE --2463 WMPCO--,
 DF6060'20.0 M SOUTHEAST OF
 DF6060'WOOD POST FOR --JCT CTH H-- SIGN, 1.0 M WEST OF A WHITE PLASTIC
 DF6060'WITNESS POST, 1.0 M SOUTH
 DF6060'AND 1.0 M NORTH OF TWO 4X4 ORANGE PLASTIC WITNESS POSTS.
 DF6060'---NOTE---THIS STATION HAS NO
 DF6060'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE
 DF6060'HORIZON.
 DF6060' 
 DF6060' 
 DF6060' 
 DF6060' 
 DF6060' 
 DF6060'
 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 = OCTOBER  7, 2006
 DH5596 ***********************************************************************
 DH5596  DESIGNATION -  CALEDONIA CENTRAL GPS
 DH5596  PID         -  DH5596
 DH5596  STATE/COUNTY-  WI/COLUMBIA
 DH5596  USGS QUAD   -  DURWARDS GLEN (1975)
 DH5596
 DH5596                         *CURRENT SURVEY CONTROL
 DH5596  ___________________________________________________________________
 DH5596* NAD 83(1997)-  43 29 08.04721(N)    089 32 41.50530(W)     ADJUSTED  
 DH5596* NAVD 88     -                                                        
 DH5596  ___________________________________________________________________
 DH5596  X           -      36,820.032 (meters)                     COMP
 DH5596  Y           -  -4,635,057.474 (meters)                     COMP
 DH5596  Z           -   4,366,995.741 (meters)                     COMP
 DH5596  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 DH5596  ELLIP HEIGHT-         286.48  (meters)          (08/01/05) GPS OBS
 DH5596  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 DH5596
 DH5596  HORZ ORDER  -  FIRST
 DH5596  ELLP ORDER  -  SECOND    CLASS I
 DH5596
 DH5596.The horizontal coordinates were established by GPS observations
 DH5596.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5596
 DH5596
 DH5596.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5596
 DH5596.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5596
 DH5596.The ellipsoidal height was determined by GPS observations
 DH5596.and is referenced to NAD 83.
 DH5596
 DH5596.The geoid height was determined by GEOID03.
 DH5596
 DH5596;                    North         East     Units Scale Factor Converg.
 DH5596;SPC WI S     -   165,133.172   636,816.142   MT  0.99993363   +0 18 45.8
 DH5596;SPC WI S     -   541,774.42  2,089,287.63   sFT  0.99993363   +0 18 45.8
 DH5596;UTM  16      - 4,817,884.831   294,209.618   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  =   0.99988871
 DH5596!UTM  16      -   0.99995508  x   1.00012096  =   1.00007603
 DH5596
 DH5596                          SUPERSEDED SURVEY CONTROL
 DH5596
 DH5596.No superseded survey control is available for this station.
 DH5596
 DH5596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP9421017885(NAD 83)
 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 - August 14, 2003
 DH5596
 DH5596  HISTORY     - Date     Condition        Report By
 DH5596  HISTORY     - 1994     MONUMENTED       WI-021
 DH5596  HISTORY     - 20030814 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 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  USGS QUAD   -  RACINE NORTH (1971)
 DG4839
 DG4839                         *CURRENT SURVEY CONTROL
 DG4839  ___________________________________________________________________
 DG4839* NAD 83(1997)-  42 48 51.58643(N)    087 51 00.61243(W)     ADJUSTED  
 DG4839* NAVD 88     -       214.18   (meters)     702.7    (feet)  GPS OBS   
 DG4839  ___________________________________________________________________
 DG4839  X           -     175,789.793 (meters)                     COMP
 DG4839  Y           -  -4,682,829.158 (meters)                     COMP
 DG4839  Z           -   4,312,515.755 (meters)                     COMP
 DG4839  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 DG4839  ELLIP HEIGHT-         179.34  (meters)          (04/02/04) GPS OBS
 DG4839  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 DG4839
 DG4839  HORZ ORDER  -  FIRST
 DG4839  ELLP ORDER  -  FOURTH    CLASS I
 DG4839
 DG4839.The horizontal coordinates were established by GPS observations
 DG4839.and adjusted by the WI DEPT OF TRANSP in April 2004..
 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.Photographs are available 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 DEFLEC99 derived deflections.
 DG4839
 DG4839.The ellipsoidal height was determined by GPS observations
 DG4839.and is referenced to NAD 83.
 DG4839
 DG4839.The geoid height was determined by GEOID03.
 DG4839
 DG4839;                    North         East     Units Scale Factor Converg.
 DG4839;SPC WI S     -    92,731.187   775,803.936   MT  0.99998465   +1 28 37.8
 DG4839;SPC WI S     -   304,235.57  2,545,283.41   sFT  0.99998465   +1 28 37.8
 DG4839;UTM  16      - 4,740,547.216   430,495.551   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                          SUPERSEDED SURVEY CONTROL
 DG4839
 DG4839.No superseded survey control is available for this station.
 DG4839
 DG4839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN3049640547(NAD 83)
 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 - July 30, 2001
 DG4839
 DG4839  HISTORY     - Date     Condition        Report By
 DG4839  HISTORY     - 20010730 MONUMENTED       WIDT
 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'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9497 ***********************************************************************
 DF9497  DESIGNATION -  CALEDONIA GPS
 DF9497  PID         -  DF9497
 DF9497  STATE/COUNTY-  WI/RACINE
 DF9497  USGS QUAD   -  FRANKSVILLE (1994)
 DF9497
 DF9497                         *CURRENT SURVEY CONTROL
 DF9497  ___________________________________________________________________
 DF9497* NAD 83(1997)-  42 49 42.83049(N)    087 54 52.38009(W)     ADJUSTED  
 DF9497* NAVD 88     -       207.305  (meters)     680.13   (feet)  ADJUSTED  
 DF9497  ___________________________________________________________________
 DF9497  X           -     170,488.566 (meters)                     COMP
 DF9497  Y           -  -4,681,944.564 (meters)                     COMP
 DF9497  Z           -   4,313,670.980 (meters)                     COMP
 DF9497  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 DF9497  ELLIP HEIGHT-         172.50  (meters)          (04/02/04) GPS OBS
 DF9497  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 DF9497  DYNAMIC HT  -         207.246 (meters)     679.94  (feet)  COMP
 DF9497  MODELED GRAV-     980,334.3   (mgal)                       NAVD 88
 DF9497
 DF9497  HORZ ORDER  -  B
 DF9497  VERT ORDER  -  SECOND    CLASS I
 DF9497  ELLP ORDER  -  THIRD     CLASS I
 DF9497
 DF9497.The horizontal coordinates were established by GPS observations
 DF9497.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DF9497
 DF9497.The orthometric height was determined by differential leveling
 DF9497.and adjusted by the National Geodetic Survey in February 2004..
 DF9497
 DF9497.Photographs are available 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 DEFLEC99 derived deflections.
 DF9497
 DF9497.The ellipsoidal height was determined by GPS observations
 DF9497.and is referenced to NAD 83.
 DF9497
 DF9497.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF9497;SPC WI S     -    94,178.263   770,500.794   MT  0.99998216   +1 25 58.5
 DF9497;SPC WI S     -   308,983.18  2,527,884.69   sFT  0.99998216   +1 25 58.5
 DF9497;UTM  16      - 4,742,182.987   425,249.381   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                          SUPERSEDED SURVEY CONTROL
 DF9497
 DF9497  NAVD 88 (04/02/04)  207.31   (m)          680.1    (f) LEVELING    3  
 DF9497
 DF9497.Superseded values are not recommended for survey control.
 DF9497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9497.See file dsdata.txt to determine how the superseded data were derived.
 DF9497
 DF9497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2524942183(NAD 83)
 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 - 2001
 DF9497
 DF9497  HISTORY     - Date     Condition        Report By
 DF9497  HISTORY     - 2001     MONUMENTED       WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5595 ***********************************************************************
 DH5595  DESIGNATION -  CALEDONIA N GPS
 DH5595  PID         -  DH5595
 DH5595  STATE/COUNTY-  WI/COLUMBIA
 DH5595  USGS QUAD   -  POYNETTE (1984)
 DH5595
 DH5595                         *CURRENT SURVEY CONTROL
 DH5595  ___________________________________________________________________
 DH5595* NAD 83(1997)-  43 29 46.73831(N)    089 28 58.60533(W)     ADJUSTED  
 DH5595* NAVD 88     -                                                        
 DH5595  ___________________________________________________________________
 DH5595  X           -      41,820.971 (meters)                     COMP
 DH5595  Y           -  -4,634,138.317 (meters)                     COMP
 DH5595  Z           -   4,367,810.018 (meters)                     COMP
 DH5595  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 DH5595  ELLIP HEIGHT-         210.87  (meters)          (08/01/05) GPS OBS
 DH5595  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 DH5595
 DH5595  HORZ ORDER  -  FIRST
 DH5595  ELLP ORDER  -  SECOND    CLASS I
 DH5595
 DH5595.The horizontal coordinates were established by GPS observations
 DH5595.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5595
 DH5595
 DH5595.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5595
 DH5595.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5595
 DH5595.The ellipsoidal height was determined by GPS observations
 DH5595.and is referenced to NAD 83.
 DH5595
 DH5595.The geoid height was determined by GEOID03.
 DH5595
 DH5595;                    North         East     Units Scale Factor Converg.
 DH5595;SPC WI S     -   166,356.341   641,817.127   MT  0.99993392   +0 21 19.0
 DH5595;SPC WI S     -   545,787.43  2,105,695.02   sFT  0.99993392   +0 21 19.0
 DH5595;UTM  16      - 4,818,927.207   299,252.306   MT  1.00009573   -1 42 34.6
 DH5595
 DH5595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5595!SPC WI S     -   0.99996693  x   0.99993392  =   0.99990086
 DH5595!UTM  16      -   0.99996693  x   1.00009573  =   1.00006266
 DH5595
 DH5595                          SUPERSEDED SURVEY CONTROL
 DH5595
 DH5595.No superseded survey control is available for this station.
 DH5595
 DH5595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP9925218927(NAD 83)
 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 - August 14, 2003
 DH5595
 DH5595  HISTORY     - Date     Condition        Report By
 DH5595  HISTORY     - 1994     MONUMENTED       WI-021
 DH5595  HISTORY     - 20030814 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0681 ***********************************************************************
 NG0681  DESIGNATION -  CALEDONIA RM 1
 NG0681  PID         -  NG0681
 NG0681  STATE/COUNTY-  WI/RACINE
 NG0681  USGS QUAD   -  FRANKSVILLE (1994)
 NG0681
 NG0681                         *CURRENT SURVEY CONTROL
 NG0681  ___________________________________________________________________
 NG0681* NAD 83(1991)-  42 45 40.52209(N)    087 56 47.44767(W)     ADJUSTED  
 NG0681* NAVD 88     -       242.     (meters)     794.     (feet)  SCALED    
 NG0681  ___________________________________________________________________
 NG0681  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 NG0681  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 NG0681
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0681
 NG0681.The geoid height was determined by GEOID03.
 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     -   0.99996750  x   0.99999449  =   0.99996199
 NG0681!UTM  16      -   0.99996750  x   0.99967379  =   0.99964130
 NG0681
 NG0681:                Primary Azimuth Mark                     Grid Az
 NG0681:SPC WI S     -  CALEDONIA AZ MK                          047 52 37.7
 NG0681:UTM  16      -  CALEDONIA AZ MK                          049 55 50.7
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0681.See file dsdata.txt to determine how the superseded data were derived.
 NG0681
 NG0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2255334738(NAD 83)
 NG0681_MARKER: DS = TRIANGULATION STATION DISK
 NG0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0681
 NG0681  HISTORY     - Date     Condition        Report By
 NG0681  HISTORY     - 1957     MONUMENTED       CGS
 NG0681  HISTORY     - 1971     GOOD             LOCENG
 NG0681  HISTORY     - 1971     GOOD             NGS
 NG0681
 NG0681                          STATION DESCRIPTION
 NG0681
 NG0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NG0681'THE STATION IS LOCATED IN THE EAST CENTRAL SECTION OF KILBOUR COUNTRY
 NG0681'CLUB GOLF COURSE, ABOUT 8
 NG0681'MILES NORTHWEST OF RACINE AND 1-1/2 MILES SOUTHEAST OF THOMPSONVILLE.
 NG0681'IT IS 37 FEET WEST OF A 6 INCH
 NG0681'MAPLE TREE AND 25 FEET NORTH OF GREEN NO. 6.  THE MONUMENT
 NG0681'IS FLUSH AND THE DISK IS STAMPED CALEDONIA NO 1
 NG0681'1953.
 NG0681'
 NG0681'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 AND COUNTY
 NG0681'HIGHWAY K IN THOMPSONVILLE, GO
 NG0681'SOUTH ON HIGHWAY 41 FOR 1.0 MILE TO A SIDE ROAD LEFT AT THE NORTHWEST
 NG0681'CORNER OF THE GOLF COURSE.  TURN
 NG0681'LEFT AND GO EAST ON A GRAVELED ROAD FOR 0.4 MILE
 NG0681'TO A LANE ON THE RIGHT, JUST AFTER PASSING A GROVE
 NG0681'OF TREES ON THE RIGHT*.  TURN RIGHT
 NG0681'ON THE LANE AND GO SOUTH FOR ABOUT 0.25 MILE.  TURN SHARP RIGHT
 NG0681'ACROSS THE GOLF COURSE FOR ABOUT
 NG0681'0.1 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
 NG0681'TO THE TOP OF THE GRADE AND THE MARK ON THE 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
 NG0681'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 NG0681'CALEDONIA 1953.
 NG0681'
 NG0681'REFERENCE MARK 2 IS ON THE WEST EDGE OF THE FAIRWAY.  THE MONUMENT IS
 NG0681'FLUSH AND THE DISK IS
 NG0681'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
 NG0681'POLE AND 2 FEET EAST OF A WHITE WITNESS POST.  THE MONUMENT PROJECTS
 NG0681'2 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 LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (GME)
 NG0681'RECOVERED BY NIELSON-MADSEN
 NG0681'
 NG0681'RM NO. 1 RECOVERED IN GOOD CONDITION.
 NG0681'RM NO. 2 RECOVERED
 NG0681'IN GOOD CONDITION.
 NG0681'AZ MK DESTROYED.
 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
 NG0681'IN GOOD CONDITION.
 NG0681'THE AZIMUTH MARK WAS FOUND UPROOTED.  A NEW AZIMUTH
 NG0681'MARK WAS SET.  THE DISTANCE AND
 NG0681'DIRECTION TO THE REFERENCE MARK AND
 NG0681'CALEDONIA 1953 CHECKED.  A NEW DESCRIPTION
 NG0681'FOLLOWS-
 NG0681'
 NG0681'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF STUTERVANT,
 NG0681'NEAR THE NO. 6
 NG0681'HOLE OF THE SOUTH HILLS COUNTRY CLUB GOLF COURSE, 25 FEET
 NG0681'NORTH OF THE NORTH EDGE OF THE
 NG0681'GREEN, 36 FEET WEST OF A 10 INCH MAPLE
 NG0681'TREE AND 76 FEET WEST-NORTHWEST OF A 24 INCH ELM
 NG0681'TREE.  THE MONUMENT IS
 NG0681'FLUSH AND THE DISK IS STAMPED CALEDONIA NO 1 1953.
 NG0681'
 NG0681'REFERENCE MARK 2 IS 32 FEET NORTHEAST OF AN 8 INCH MAPLE TREE
 NG0681'AND ALONG THE WEST
 NG0681'SIDE OF FAIRWAY.  THE MONUMENT IS FLUSH AND THE DISK
 NG0681'IS STAMPED CALEDONIA NO 2 1953.
 NG0681'
 NG0681'CALEDONIA 1953 IS 25 FEET NORTHWEST OF A 36 INCH OAK TREE, 20
 NG0681'FEET NORTHEAST OF
 NG0681'A 24 INCH ELM TREE, 51 FEET EAST OF THE 8 INCH MAPLE
 NG0681'TREE AND ABOUT 40 FEET NORTHEAST OF
 NG0681'THE GREEN.  THE MONUMENT IS FLUSH
 NG0681'AND THE DISK IS STAMPED CALEDONIA 1953.
 NG0681'
 NG0681'THE AZIMUTH MARK IS 26 FEET SOUTH OF THE CENTERLINE OF GOLF ROAD,
 NG0681'6 FEET EAST OF A
 NG0681'POWER POLE AND 1 FOOT WEST OF A METAL WITNESS POST.  THE
 NG0681'MONUMENT PROJECTS 4 INCHES AND THE
 NG0681'DISK IS STAMPED CALEDONIA 1953 1971.
 NG0681'
 NG0681'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF U.S. HIGHWAY
 NG0681'41, INTERSTATE
 NG0681'HIGHWAY 94 AND GOLF ROAD (AT THE NORTHWEST CORNER OF THE
 NG0681'GOLF COURSE), GO EAST ON GOLF
 NG0681'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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5701 ***********************************************************************
 DH5701  DESIGNATION -  CALEDONIA S GPS AZ MK
 DH5701  PID         -  DH5701
 DH5701  STATE/COUNTY-  WI/COLUMBIA
 DH5701  USGS QUAD   -  DURWARDS GLEN (1975)
 DH5701
 DH5701                         *CURRENT SURVEY CONTROL
 DH5701  ___________________________________________________________________
 DH5701* NAD 83(1997)-  43 26 01.91522(N)    089 34 25.80050(W)     ADJUSTED  
 DH5701* NAVD 88     -                                                        
 DH5701  ___________________________________________________________________
 DH5701  X           -      34,505.471 (meters)                     COMP
 DH5701  Y           -  -4,638,987.966 (meters)                     COMP
 DH5701  Z           -   4,362,789.245 (meters)                     COMP
 DH5701  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 DH5701  ELLIP HEIGHT-         233.04  (meters)          (08/01/05) GPS OBS
 DH5701  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 DH5701
 DH5701  HORZ ORDER  -  FIRST
 DH5701  ELLP ORDER  -  SECOND    CLASS I
 DH5701
 DH5701.The horizontal coordinates were established by GPS observations
 DH5701.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5701
 DH5701
 DH5701.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5701
 DH5701.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5701
 DH5701.The ellipsoidal height was determined by GPS observations
 DH5701.and is referenced to NAD 83.
 DH5701
 DH5701.The geoid height was determined by GEOID03.
 DH5701
 DH5701;                    North         East     Units Scale Factor Converg.
 DH5701;SPC WI S     -   159,376.920   634,502.058   MT  0.99993271   +0 17 34.2
 DH5701;SPC WI S     -   522,889.11  2,081,695.50   sFT  0.99993271   +0 17 34.2
 DH5701;UTM  16      - 4,812,214.548   291,689.247   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  =   1.00009725
 DH5701
 DH5701                          SUPERSEDED SURVEY CONTROL
 DH5701
 DH5701.No superseded survey control is available for this station.
 DH5701
 DH5701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP9168912215(NAD 83)
 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 11, 2004
 DH5701
 DH5701  HISTORY     - Date     Condition        Report By
 DH5701  HISTORY     - UNK      MONUMENTED       WI-021
 DH5701  HISTORY     - 20040511 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0684 ***********************************************************************
 NG0684  DESIGNATION -  CALEDONIA ST LOUIS CATH CH
 NG0684  PID         -  NG0684
 NG0684  STATE/COUNTY-  WI/RACINE
 NG0684  USGS QUAD   -  FRANKSVILLE (1994)
 NG0684
 NG0684                         *CURRENT SURVEY CONTROL
 NG0684  ___________________________________________________________________
 NG0684* NAD 83(1991)-  42 48 26.93874(N)    087 56 47.71101(W)     ADJUSTED  
 NG0684* NAVD 88     -                                                        
 NG0684  ___________________________________________________________________
 NG0684  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 NG0684  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 NG0684
 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
 NG0684.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0684
 NG0684.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 NG0684
 NG0684  NAD 83(1986)-  42 48 26.92685(N)    087 56 47.72628(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0684.See file dsdata.txt to determine how the superseded data were derived.
 NG0684
 NG0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2260539871(NAD 83)
 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 = OCTOBER  7, 2006
 NG0683 ***********************************************************************
 NG0683  DESIGNATION -  CALEDONIA USLS 1873
 NG0683  PID         -  NG0683
 NG0683  STATE/COUNTY-  WI/RACINE
 NG0683  USGS QUAD   -  FRANKSVILLE (1994)
 NG0683
 NG0683                         *CURRENT SURVEY CONTROL
 NG0683  ___________________________________________________________________
 NG0683* NAD 83(1991)-  42 45 32.87609(N)    087 56 48.11375(W)     ADJUSTED  
 NG0683* NAVD 88     -       241.     (meters)     791.     (feet)  SCALED    
 NG0683  ___________________________________________________________________
 NG0683  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 NG0683  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 NG0683
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0683
 NG0683.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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
 NG0683.Superseded values are not recommended for survey control.
 NG0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0683.See file dsdata.txt to determine how the superseded data were derived.
 NG0683
 NG0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2253534502(NAD 83)
 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 = OCTOBER  7, 2006
 DF9498 ***********************************************************************
 DF9498  DESIGNATION -  CALEDONIA W GPS
 DF9498  PID         -  DF9498
 DF9498  STATE/COUNTY-  WI/RACINE
 DF9498  USGS QUAD   -  FRANKSVILLE (1994)
 DF9498
 DF9498                         *CURRENT SURVEY CONTROL
 DF9498  ___________________________________________________________________
 DF9498* NAD 83(1997)-  42 47 18.71181(N)    087 54 52.68453(W)     ADJUSTED  
 DF9498* NAVD 88     -       219.444  (meters)     719.96   (feet)  ADJUSTED  
 DF9498  ___________________________________________________________________
 DF9498  X           -     170,591.954 (meters)                     COMP
 DF9498  Y           -  -4,684,973.949 (meters)                     COMP
 DF9498  Z           -   4,310,416.563 (meters)                     COMP
 DF9498  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 DF9498  ELLIP HEIGHT-         184.69  (meters)          (04/02/04) GPS OBS
 DF9498  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 DF9498  DYNAMIC HT  -         219.381 (meters)     719.75  (feet)  COMP
 DF9498  MODELED GRAV-     980,330.4   (mgal)                       NAVD 88
 DF9498
 DF9498  HORZ ORDER  -  FIRST
 DF9498  VERT ORDER  -  SECOND    CLASS I
 DF9498  ELLP ORDER  -  FOURTH    CLASS I
 DF9498
 DF9498.The horizontal coordinates were established by GPS observations
 DF9498.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DF9498
 DF9498.The orthometric height was determined by differential leveling
 DF9498.and adjusted by the National Geodetic Survey in February 2004..
 DF9498
 DF9498.Photographs are available 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 DEFLEC99 derived deflections.
 DF9498
 DF9498.The ellipsoidal height was determined by GPS observations
 DF9498.and is referenced to NAD 83.
 DF9498
 DF9498.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF9498;SPC WI S     -    89,732.322   770,605.085   MT  0.99998933   +1 25 58.3
 DF9498;SPC WI S     -   294,396.79  2,528,226.85   sFT  0.99998933   +1 25 58.3
 DF9498;UTM  16      - 4,737,737.574   425,194.240   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                          SUPERSEDED SURVEY CONTROL
 DF9498
 DF9498  NAVD 88 (04/02/04)  219.44   (m)          719.9    (f) LEVELING    3  
 DF9498
 DF9498.Superseded values are not recommended for survey control.
 DF9498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9498.See file dsdata.txt to determine how the superseded data were derived.
 DF9498
 DF9498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2519437738(NAD 83)
 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 - 2001
 DF9498
 DF9498  HISTORY     - Date     Condition        Report By
 DF9498  HISTORY     - 2001     MONUMENTED       WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1269 ***********************************************************************
 NH1269  DESIGNATION -  CALUMET
 NH1269  PID         -  NH1269
 NH1269  STATE/COUNTY-  WI/ROCK
 NH1269  USGS QUAD   -  CLINTON (1976)
 NH1269
 NH1269                         *CURRENT SURVEY CONTROL
 NH1269  ___________________________________________________________________
 NH1269* NAD 83(1991)-  42 34 26.72527(N)    088 48 10.38968(W)     ADJUSTED  
 NH1269* NAVD 88     -       290.     (meters)     951.     (feet)  SCALED    
 NH1269  ___________________________________________________________________
 NH1269  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 NH1269  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 NH1269
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1269
 NH1269.The geoid height was determined by GEOID03.
 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 IL E     -   655,977.189   261,449.759   MT  0.99999328   -0 19 03.6
 NH1269;SPC IL E     - 2,152,151.83    857,773.08   sFT  0.99999328   -0 19 03.6
 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;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     -   0.99995982  x   1.00003591  =   0.99999573
 NH1269!SPC IL E     -   0.99995982  x   0.99999328  =   0.99995310
 NH1269!SPC IL W     -   0.99995982  x   1.00009535  =   1.00005516
 NH1269!UTM  16      -   0.99995982  x   0.99986936  =   0.99982918
 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
 NH1269.Superseded values are not recommended for survey control.
 NH1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1269.See file dsdata.txt to determine how the superseded data were derived.
 NH1269
 NH1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5203715095(NAD 83)
 NH1269_MARKER: DS = TRIANGULATION STATION DISK
 NH1269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 PN0923 ***********************************************************************
 PN0923  DESIGNATION -  CALUMET
 PN0923  PID         -  PN0923
 PN0923  STATE/COUNTY-  WI/CALUMET
 PN0923  USGS QUAD   -  SHERWOOD (1992)
 PN0923
 PN0923                         *CURRENT SURVEY CONTROL
 PN0923  ___________________________________________________________________
 PN0923* NAD 83(1991)-  44 09 41.52144(N)    088 15 55.29534(W)     ADJUSTED  
 PN0923* NAVD 88     -       299.     (meters)     981.     (feet)  SCALED    
 PN0923  ___________________________________________________________________
 PN0923  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 PN0923  GEOID HEIGHT-         -36.12  (meters)                     GEOID03
 PN0923
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0923
 PN0923.The geoid height was determined by GEOID03.
 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;SPC WI C     -    37,951.136   738,742.790   MT  1.00001790   +1 13 26.1
 PN0923;SPC WI C     -   124,511.35  2,423,691.97   sFT  1.00001790   +1 13 26.1
 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     -   0.99995878  x   1.00002065  =   0.99997943
 PN0923!SPC WI C     -   0.99995878  x   1.00001790  =   0.99997668
 PN0923!UTM  16      -   0.99995878  x   0.99972589  =   0.99968468
 PN0923
 PN0923:                Primary Azimuth Mark                     Grid Az
 PN0923:SPC WI S     -  CALUMET AZ MK                            016 19 54.7
 PN0923:SPC WI C     -  CALUMET AZ MK                            016 17 59.4
 PN0923:UTM  16      -  CALUMET AZ MK                            018 24 19.4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0923.See file dsdata.txt to determine how the superseded data were derived.
 PN0923
 PN0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9882690593(NAD 83)
 PN0923_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PN0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0923
 PN0923  HISTORY     - Date     Condition        Report By
 PN0923  HISTORY     - 1953     MONUMENTED       CGS
 PN0923  HISTORY     - 1954     SEE DESCRIPTION  CGS
 PN0923  HISTORY     - 1958     SEE DESCRIPTION  CHIAS
 PN0923  HISTORY     - 1959     SEE DESCRIPTION  CGS
 PN0923  HISTORY     - 20011203 MARK NOT FOUND   NGS
 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 NATIONAL GEODETIC SURVEY 2001 (DB)
 PN0923'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0922 ***********************************************************************
 PN0922  DESIGNATION -  CALUMET 2
 PN0922  PID         -  PN0922
 PN0922  STATE/COUNTY-  WI/CALUMET
 PN0922  USGS QUAD   -  SHERWOOD (1992)
 PN0922
 PN0922                         *CURRENT SURVEY CONTROL
 PN0922  ___________________________________________________________________
 PN0922* NAD 83(1991)-  44 09 41.08647(N)    088 15 55.48613(W)     ADJUSTED  
 PN0922* NAVD 88     -       299.     (meters)     981.     (feet)  SCALED    
 PN0922  ___________________________________________________________________
 PN0922  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 PN0922  GEOID HEIGHT-         -36.12  (meters)                     GEOID03
 PN0922
 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.No horizontal observational check was made to the station.
 PN0922
 PN0922.The orthometric height was scaled from a topographic map.
 PN0922
 PN0922.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0922
 PN0922.The geoid height was determined by GEOID03.
 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;SPC WI C     -    37,937.622   738,738.839   MT  1.00001793   +1 13 26.0
 PN0922;SPC WI C     -   124,467.01  2,423,679.01   sFT  1.00001793   +1 13 26.0
 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     -   0.99995878  x   1.00002062  =   0.99997940
 PN0922!SPC WI C     -   0.99995878  x   1.00001793  =   0.99997671
 PN0922!UTM  16      -   0.99995878  x   0.99972590  =   0.99968469
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0922.See file dsdata.txt to determine how the superseded data were derived.
 PN0922
 PN0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9882290579(NAD 83)
 PN0922_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PN0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 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  USGS QUAD   -  BROTHERTOWN (1992)
 DF6018
 DF6018                         *CURRENT SURVEY CONTROL
 DF6018  ___________________________________________________________________
 DF6018* NAD 83(1997)-  43 55 28.71551(N)    088 15 46.60955(W)     ADJUSTED  
 DF6018* NAVD 88     -       289.10   (meters)     948.5    (feet)  GPS OBS   
 DF6018  ___________________________________________________________________
 DF6018  X           -     139,482.776 (meters)                     COMP
 DF6018  Y           -  -4,599,356.602 (meters)                     COMP
 DF6018  Z           -   4,402,240.392 (meters)                     COMP
 DF6018  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 DF6018  ELLIP HEIGHT-         253.19  (meters)          (06/11/03) GPS OBS
 DF6018  GEOID HEIGHT-         -35.90  (meters)                     GEOID03
 DF6018
 DF6018  HORZ ORDER  -  FIRST
 DF6018  ELLP ORDER  -  THIRD     CLASS I
 DF6018
 DF6018.The horizontal coordinates were established by GPS observations
 DF6018.and adjusted by the National Geodetic Survey in June 2003..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6018
 DF6018.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6018
 DF6018.The ellipsoidal height was determined by GPS observations
 DF6018.and is referenced to NAD 83.
 DF6018
 DF6018.The geoid height was determined by GEOID03.
 DF6018
 DF6018;                    North         East     Units Scale Factor Converg.
 DF6018;SPC WI S     -   215,267.106   739,484.936   MT  0.99997425   +1 11 36.7
 DF6018;SPC WI S     -   706,255.50  2,426,126.83   sFT  0.99997425   +1 11 36.7
 DF6018;UTM  16      - 4,864,278.388   398,615.948   MT  0.99972642   -0 52 34.3
 DF6018
 DF6018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6018!SPC WI S     -   0.99996030  x   0.99997425  =   0.99993455
 DF6018!UTM  16      -   0.99996030  x   0.99972642  =   0.99968673
 DF6018
 DF6018                          SUPERSEDED SURVEY CONTROL
 DF6018
 DF6018.No superseded survey control is available for this station.
 DF6018
 DF6018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9861664278(NAD 83)
 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 - August 22, 2005
 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
 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
 DF6018'APPLETON AND 21 KM NORTHEAST OF FOND DU LAC.  OWNERSHIP--TOWN OF
 DF6018'CALUMET.  TO REACH
 DF6018'THE STATION FROM THE JUNCTION OF US HIGHWAY 151 WITH STATE HIGHWAY 55
 DF6018'ABOUT 13 KM
 DF6018'SOUTHWEST OF THE CITY OF CHILTON, GO SOUTH ON US HIGHWAY 151 FOR 7.1
 DF6018'KM TO COUNTY
 DF6018'HIGHWAY HHH ON THE LEFT, TURN LEFT AND GO EAST ON COUNTY HIGHWAY HHH
 DF6018'FOR 3.6 KM TO
 DF6018'TOWN HALL ROAD, TURN LEFT AND GO NORTH ON TOWN HALL ROAD FOR 0.4 KM TO
 DF6018'THE STATION ON
 DF6018'THE RIGHT.  THE STATION IS A BRONZE FOND DU LAC COUNTY GEODETIC
 DF6018'CONTROL MARKER DISK SET
 DF6018'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST AND ABOUT 0.3 M BELOW
 DF6018'ROAD PAVEMENT.  THE
 DF6018'STATION IS 5.1 M EAST OF THE CENTERLINE OF TOWN HALL ROAD, 0.4 KM
 DF6018'NORTH OF COUNTY HH, 60 M
 DF6018'NORTH OF FIELD ENTRANCE, 38 M SOUTH FIELD ENTRANCE, 4 M WEST OF
 DF6018'CULTIVATED FIELD, 0.9 M
 DF6018'WEST OF A WHITE PLASTIC WITNESS POST, 1.0 M SOUTH AND 1.0 M NORTH OF
 DF6018'TWO 4X4 ORANGE
 DF6018'PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE
 DF6018'OBSTRUCTIONS EXTENDING
 DF6018'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF6018' 
 DF6018' 
 DF6018' 
 DF6018' 
 DF6018' 
 DF6018' 
 DF6018' 
 DF6018' 
 DF6018' 
 DF6018' 
 DF6018'
 DF6018
 DF6018                          STATION RECOVERY (2003)
 DF6018
 DF6018'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6018'STATION RECOVERED IN GOOD CONDITION.  CORRECTION--  COUNTY HIGHWAY HH,
 DF6018'NOT HHH IN THE 2002 DESCRIPTION.  ADD-- THE STATION IS 0.25 MILE NORTH
 DF6018'OF COUNTY HH AND 0.75 MILE SOUTH OF COUNTY HIGHWAY HHH ON TOWN HALL
 DF6018'ROAD.
 DF6018
 DF6018                          STATION RECOVERY (2005)
 DF6018
 DF6018'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DF6018'RECOVERED IN GOOD CONDITION.  NOTE-- THERE IS NO WHITE PLASTIC WITNESS
 DF6018'POST PRESENT.  THE STATION IS 1.0 M NORTHWEST (NOT NORTH) AND 1.0 M
 DF6018'SOUTHWEST (NOT SOUTH) OF TWO 4X4 ORANGE PLASTIC GUARD POSTS.  THERE
 DF6018'ARE A FEW SCRAPES ON THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0921 ***********************************************************************
 PN0921  DESIGNATION -  CALUMET USLS 1872
 PN0921  PID         -  PN0921
 PN0921  STATE/COUNTY-  WI/CALUMET
 PN0921  USGS QUAD   -  SHERWOOD (1992)
 PN0921
 PN0921                         *CURRENT SURVEY CONTROL
 PN0921  ___________________________________________________________________
 PN0921* NAD 83(1991)-  44 10 12.55471(N)    088 16 45.56348(W)     ADJUSTED  
 PN0921* NAVD 88     -       294.     (meters)     965.     (feet)  SCALED    
 PN0921  ___________________________________________________________________
 PN0921  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 PN0921  GEOID HEIGHT-         -36.14  (meters)                     GEOID03
 PN0921
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0921
 PN0921.The geoid height was determined by GEOID03.
 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;SPC WI C     -    38,885.030   737,605.822   MT  1.00001605   +1 12 50.6
 PN0921;SPC WI C     -   127,575.30  2,419,961.77   sFT  1.00001605   +1 12 50.6
 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     -   0.99995957  x   1.00002267  =   0.99998224
 PN0921!SPC WI C     -   0.99995957  x   1.00001605  =   0.99997562
 PN0921!UTM  16      -   0.99995957  x   0.99972865  =   0.99968823
 PN0921
 PN0921:                Primary Azimuth Mark                     Grid Az
 PN0921:SPC WI S     -  OSHKOSH USLS 1872                        230 28 20.0
 PN0921:SPC WI C     -  OSHKOSH USLS 1872                        230 26 25.6
 PN0921:UTM  16      -  OSHKOSH USLS 1872                        232 32 45.6
 PN0921
 PN0921|---------------------------------------------------------------------|
 PN0921| PID    Reference Object                     Distance      Geod. Az  |
 PN0921|                                                           dddmmss.s |
 PN0921| PN0964 OSHKOSH USLS 1872                   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
 PN0921.Superseded values are not recommended for survey control.
 PN0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0921.See file dsdata.txt to determine how the superseded data were derived.
 PN0921
 PN0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9772591567(NAD 83)
 PN0921
 PN0921  HISTORY     - Date     Condition        Report By
 PN0921  HISTORY     - 1872     MONUMENTED       USLS
 PN0921  HISTORY     - 1953     SEE DESCRIPTION  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 = OCTOBER  7, 2006
 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  USGS QUAD   -  BROTHERTOWN (1992)
 DF6105
 DF6105                         *CURRENT SURVEY CONTROL
 DF6105  ___________________________________________________________________
 DF6105* NAD 83(1997)-  43 54 07.68855(N)    088 18 07.93126(W)     ADJUSTED  
 DF6105* NAVD 88     -       270.46   (meters)     887.3    (feet)  GPS OBS   
 DF6105  ___________________________________________________________________
 DF6105  X           -     136,382.502 (meters)                     COMP
 DF6105  Y           -  -4,601,171.472 (meters)                     COMP
 DF6105  Z           -   4,400,425.839 (meters)                     COMP
 DF6105  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 DF6105  ELLIP HEIGHT-         234.56  (meters)          (06/11/03) GPS OBS
 DF6105  GEOID HEIGHT-         -35.89  (meters)                     GEOID03
 DF6105
 DF6105  HORZ ORDER  -  FIRST
 DF6105  ELLP ORDER  -  THIRD     CLASS I
 DF6105
 DF6105.The horizontal coordinates were established by GPS observations
 DF6105.and adjusted by the National Geodetic Survey in June 2003..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6105
 DF6105.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6105
 DF6105.The ellipsoidal height was determined by GPS observations
 DF6105.and is referenced to NAD 83.
 DF6105
 DF6105.The geoid height was determined by GEOID03.
 DF6105
 DF6105;                    North         East     Units Scale Factor Converg.
 DF6105;SPC WI S     -   212,701.951   736,384.039   MT  0.99997073   +1 09 59.6
 DF6105;SPC WI S     -   697,839.65  2,415,953.30   sFT  0.99997073   +1 09 59.6
 DF6105;UTM  16      - 4,861,827.488   395,425.206   MT  0.99973450   -0 54 11.0
 DF6105
 DF6105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6105!SPC WI S     -   0.99996322  x   0.99997073  =   0.99993395
 DF6105!UTM  16      -   0.99996322  x   0.99973450  =   0.99969773
 DF6105
 DF6105                          SUPERSEDED SURVEY CONTROL
 DF6105
 DF6105.No superseded survey control is available for this station.
 DF6105
 DF6105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9542561827(NAD 83)
 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 - August 22, 2005
 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
 DF6105                          STATION DESCRIPTION
 DF6105
 DF6105'DESCRIBED BY WI DEPT OF TRANSP 2002 (DJH)
 DF6105'THE STATION IS LOCATED ABOUT 18 KM NORTHEAST OF FOND DU LAC AND 18 KM
 DF6105'SOUTHWEST OF
 DF6105'CHILTON.  OWNERSHIP--FOND DU LAC COUNTY.  TO REACH THE STATION FROM
 DF6105'THE JUNCTION OF US
 DF6105'HIGHWAY 151 WITH STATE HIGHWAY 55 ABOUT 13 KM SOUTHWEST OF THE CITY OF
 DF6105'CHILTON, GO
 DF6105'SOUTH ON US HIGHWAY 151 FOR 10 KM TO COUNTY HIGHWAY W, TURN LEFT AND
 DF6105'GO SOUTHEAST ON
 DF6105'COUNTY HIGHWAY W FOR 1.0 KM TO KIEL ROAD ON THE LEFT, CONTINUE
 DF6105'SOUTHEAST ON COUNTY
 DF6105'HIGHWAY W FOR 0.6 KM TO THE STATION ON THE RIGHT.  THE STATION IS A
 DF6105'BRONZE FOND DU LAC
 DF6105'COUNTY GEODETIC CONTROL MARKER DISK SET IN THE TOP OF A 41-CM DIAMETER
 DF6105'CONCRETE POST
 DF6105'SET TO A DEPTH OF 1.8 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DF6105'THE STATION IS 7.5 M
 DF6105'SOUTHWEST OF THE CENTERLINE OF COUNTY HIGHWAY W, 139 M NORTHEAST OF
 DF6105'THE EXTENDED
 DF6105'CENTERLINE OF A PRIVATE ENTRANCE, 36.0 M SOUTH OF A POWER POLE, 4 M
 DF6105'EAST OF A CULTIVATED
 DF6105'FIELD, 1.0 M EAST, 1.0 M SOUTH, AND 1.0 M NORTHWEST OF THREE 4X4
 DF6105'ORANGE PLASTIC WITNESS
 DF6105'POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DF6105'HIGHER THAN 15
 DF6105'DEGREES ABOVE THE HORIZON.
 DF6105'
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1256 ***********************************************************************
 OM1256  HT_MOD      -  This is a Height Modernization Survey Station.
 OM1256  CBN         -  This is a Cooperative Base Network Control Station.
 OM1256  DESIGNATION -  CAMBRIA GPS
 OM1256  PID         -  OM1256
 OM1256  STATE/COUNTY-  WI/COLUMBIA
 OM1256  USGS QUAD   -  RANDOLPH (1980)
 OM1256
 OM1256                         *CURRENT SURVEY CONTROL
 OM1256  ___________________________________________________________________
 OM1256* NAD 83(1997)-  43 34 10.47581(N)    089 06 09.35995(W)     ADJUSTED  
 OM1256* NAVD 88     -       303.84   (meters)     996.8    (feet)  GPS OBS   
 OM1256  ___________________________________________________________________
 OM1256  X           -      72,495.418 (meters)                     COMP
 OM1256  Y           -  -4,628,194.515 (meters)                     COMP
 OM1256  Z           -   4,373,750.772 (meters)                     COMP
 OM1256  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 OM1256  ELLIP HEIGHT-         268.36  (meters)          (04/28/99) GPS OBS
 OM1256  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 OM1256
 OM1256  HORZ ORDER  -  A
 OM1256  ELLP ORDER  -  THIRD     CLASS I
 OM1256
 OM1256.The horizontal coordinates were established by GPS observations
 OM1256.and adjusted by the National Geodetic Survey in April 1999..
 OM1256
 OM1256.The orthometric height was determined by GPS observations and a
 OM1256.high-resolution geoid model using precise GPS observation and
 OM1256.processing techniques.
 OM1256
 OM1256.Photographs are available 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 DEFLEC99 derived deflections.
 OM1256
 OM1256.The ellipsoidal height was determined by GPS observations
 OM1256.and is referenced to NAD 83.
 OM1256
 OM1256.The geoid height was determined by GEOID03.
 OM1256
 OM1256;                    North         East     Units Scale Factor Converg.
 OM1256;SPC WI S     -   174,755.691   672,489.359   MT  0.99993685   +0 36 59.8
 OM1256;SPC WI S     -   573,344.30  2,206,325.51   sFT  0.99993685   +0 36 59.8
 OM1256;UTM  16      - 4,826,216.221   330,210.069   MT  0.99995461   -1 26 58.3
 OM1256
 OM1256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1256!SPC WI S     -   0.99995792  x   0.99993685  =   0.99989477
 OM1256!UTM  16      -   0.99995792  x   0.99995461  =   0.99991253
 OM1256
 OM1256                          SUPERSEDED SURVEY CONTROL
 OM1256
 OM1256  NAD 83(1991)-  43 34 10.47509(N)    089 06 09.35749(W) AD(       ) B
 OM1256  ELLIP H (06/11/91)  268.44   (m)                       GP(       ) 4 1
 OM1256  NGVD 29 (06/11/91)  303.9    (m)          997.     (f) GPS OBS        
 OM1256
 OM1256.Superseded values are not recommended for survey control.
 OM1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1256.See file dsdata.txt to determine how the superseded data were derived.
 OM1256
 OM1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP3021026216(NAD 83)
 OM1256_MARKER: DH = HORIZONTAL CONTROL DISK
 OM1256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1256_SP_SET: CONCRETE POST
 OM1256_STAMPING: CAMBRIA GPS 1989
 OM1256_MARK LOGO: NGS   
 OM1256_PROJECTION: FLUSH
 OM1256_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM1256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1256+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0984 ***********************************************************************
 OM0984  DESIGNATION -  CAMBRIA MUNICIPAL TANK
 OM0984  PID         -  OM0984
 OM0984  STATE/COUNTY-  WI/COLUMBIA
 OM0984  USGS QUAD   -  RANDOLPH (1980)
 OM0984
 OM0984                         *CURRENT SURVEY CONTROL
 OM0984  ___________________________________________________________________
 OM0984* NAD 83(1991)-  43 32 32.83343(N)    089 06 21.59901(W)     ADJUSTED  
 OM0984* NAVD 88     -                                                        
 OM0984  ___________________________________________________________________
 OM0984  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 OM0984  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 OM0984
 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
 OM0984.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0984
 OM0984.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 OM0984
 OM0984  NAD 83(1986)-  43 32 32.82240(N)    089 06 21.60659(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0984.See file dsdata.txt to determine how the superseded data were derived.
 OM0984
 OM0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP2985923211(NAD 83)
 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 = OCTOBER  7, 2006
 NH1686 ***********************************************************************
 NH1686  DESIGNATION -  CAMBRIDGE 2
 NH1686  PID         -  NH1686
 NH1686  STATE/COUNTY-  WI/JEFFERSON
 NH1686  USGS QUAD   -  BUSSEYVILLE (1971)
 NH1686
 NH1686                         *CURRENT SURVEY CONTROL
 NH1686  ___________________________________________________________________
 NH1686* NAD 83(1991)-  42 59 01.00985(N)    088 58 07.83902(W)     ADJUSTED  
 NH1686* NAVD 88     -       283.     (meters)     928.     (feet)  SCALED    
 NH1686  ___________________________________________________________________
 NH1686  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 NH1686  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 NH1686
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1686
 NH1686.The geoid height was determined by GEOID03.
 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     -   0.99996104  x   0.99995895  =   0.99991999
 NH1686!UTM  16      -   0.99996104  x   0.99991700  =   0.99987804
 NH1686
 NH1686                          SUPERSEDED SURVEY CONTROL
 NH1686
 NH1686.No superseded survey control is available for this station.
 NH1686
 NH1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3947860876(NAD 83)
 NH1686_MARKER: DD = SURVEY 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
 NH1686  HISTORY     - Date     Condition        Report By
 NH1686  HISTORY     - 1982     MONUMENTED       NGS
 NH1686
 NH1686                          STATION DESCRIPTION
 NH1686
 NH1686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1685 ***********************************************************************
 NH1685  DESIGNATION -  CAMBRIDGE 2 AZ MK
 NH1685  PID         -  NH1685
 NH1685  STATE/COUNTY-  WI/JEFFERSON
 NH1685  USGS QUAD   -  BUSSEYVILLE (1971)
 NH1685
 NH1685                         *CURRENT SURVEY CONTROL
 NH1685  ___________________________________________________________________
 NH1685* NAD 83(1991)-  42 58 39.64765(N)    088 57 49.46853(W)     ADJUSTED  
 NH1685* NAVD 88     -       268.     (meters)     879.     (feet)  SCALED    
 NH1685  ___________________________________________________________________
 NH1685  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 NH1685  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 NH1685
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1685
 NH1685.The geoid height was determined by GEOID03.
 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     -   0.99996329  x   0.99995971  =   0.99992301
 NH1685!UTM  16      -   0.99996329  x   0.99991542  =   0.99987872
 NH1685
 NH1685                          SUPERSEDED SURVEY CONTROL
 NH1685
 NH1685.No superseded survey control is available for this station.
 NH1685
 NH1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3987860207(NAD 83)
 NH1685_MARKER: DD = SURVEY DISK
 NH1685_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 NH1685_SP_SET: SURROUNDED BY MASS OF CONCRETE
 NH1685_STAMPING: CAMBRIDGE 2 AZ MK
 NH1685_MARK LOGO: NGS   
 NH1685_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NH1685_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH1685
 NH1685  HISTORY     - Date     Condition        Report By
 NH1685  HISTORY     - 1982     MONUMENTED       NGS
 NH1685
 NH1685                          STATION DESCRIPTION
 NH1685
 NH1685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4840 ***********************************************************************
 DG4840  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4840  DESIGNATION -  CAMBRIDGE GPS
 DG4840  PID         -  DG4840
 DG4840  STATE/COUNTY-  WI/DANE
 DG4840  USGS QUAD   -  ROCKDALE (1971)
 DG4840
 DG4840                         *CURRENT SURVEY CONTROL
 DG4840  ___________________________________________________________________
 DG4840* NAD 83(1997)-  42 59 37.14400(N)    089 03 07.00094(W)     ADJUSTED  
 DG4840* NAVD 88     -       282.35   (meters)     926.3    (feet)  GPS OBS   
 DG4840  ___________________________________________________________________
 DG4840  X           -      77,312.779 (meters)                     COMP
 DG4840  Y           -  -4,671,976.108 (meters)                     COMP
 DG4840  Z           -   4,327,155.068 (meters)                     COMP
 DG4840  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 DG4840  ELLIP HEIGHT-         248.08  (meters)          (04/02/04) GPS OBS
 DG4840  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 DG4840
 DG4840  HORZ ORDER  -  FIRST
 DG4840  ELLP ORDER  -  FOURTH    CLASS I
 DG4840
 DG4840.The horizontal coordinates were established by GPS observations
 DG4840.and adjusted by the WI DEPT OF TRANSP in April 2004..
 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.Photographs are available 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 DEFLEC99 derived deflections.
 DG4840
 DG4840.The ellipsoidal height was determined by GPS observations
 DG4840.and is referenced to NAD 83.
 DG4840
 DG4840.The geoid height was determined by GEOID03.
 DG4840
 DG4840;                    North         East     Units Scale Factor Converg.
 DG4840;SPC WI S     -   110,824.712   677,308.369   MT  0.99995770   +0 39 05.1
 DG4840;SPC WI S     -   363,597.41  2,222,135.87   sFT  0.99995770   +0 39 05.1
 DG4840;UTM  16      - 4,762,152.727   332,729.586   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                          SUPERSEDED SURVEY CONTROL
 DG4840
 DG4840.No superseded survey control is available for this station.
 DG4840
 DG4840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3273062153(NAD 83)
 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 - 2001
 DG4840
 DG4840  HISTORY     - Date     Condition        Report By
 DG4840  HISTORY     - 1992     MONUMENTED       WI-055
 DG4840  HISTORY     - 2001     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'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1044 ***********************************************************************
 OM1044  DESIGNATION -  CAMBRIDGE MUNICIPAL WATER TWR
 OM1044  PID         -  OM1044
 OM1044  STATE/COUNTY-  WI/DANE
 OM1044  USGS QUAD   -  DEERFIELD (1971)
 OM1044
 OM1044                         *CURRENT SURVEY CONTROL
 OM1044  ___________________________________________________________________
 OM1044* NAD 83(1991)-  43 00 08.18802(N)    089 00 46.47218(W)     ADJUSTED  
 OM1044* NAVD 88     -                                                        
 OM1044  ___________________________________________________________________
 OM1044  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 OM1044  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 OM1044
 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
 OM1044.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1044
 OM1044.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 OM1044
 OM1044  NAD 83(1986)-  43 00 08.18141(N)    089 00 46.47737(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1044.See file dsdata.txt to determine how the superseded data were derived.
 OM1044
 OM1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3593563033(NAD 83)
 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 = OCTOBER  7, 2006
 QM0134 ***********************************************************************
 QM0134  DESIGNATION -  CAMDEN
 QM0134  PID         -  QM0134
 QM0134  STATE/COUNTY-  WI/FOREST
 QM0134  USGS QUAD   -  CRANDON NE (1981)
 QM0134
 QM0134                         *CURRENT SURVEY CONTROL
 QM0134  ___________________________________________________________________
 QM0134* NAD 83(1991)-  45 39 41.99307(N)    088 47 34.33673(W)     ADJUSTED  
 QM0134* NAVD 88     -       476.486  (meters)    1563.27   (feet)  ADJUSTED  
 QM0134  ___________________________________________________________________
 QM0134  LAPLACE CORR-          -5.88  (seconds)                    DEFLEC99
 QM0134  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 QM0134  DYNAMIC HT  -         476.460 (meters)    1563.19  (feet)  COMP
 QM0134  MODELED GRAV-     980,546.8   (mgal)                       NAVD 88
 QM0134
 QM0134  HORZ ORDER  -  FIRST
 QM0134  VERT ORDER  -  FIRST     CLASS II
 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
 QM0134.and adjusted by the National Geodetic Survey in June 1991..
 QM0134
 QM0134.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0134
 QM0134.The geoid height was determined by GEOID03.
 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;                    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     -   0.99993051  x   0.99998411  =   0.99991462
 QM0134!UTM  16      -   0.99993051  x   0.99983983  =   0.99977035
 QM0134
 QM0134:                Primary Azimuth Mark                     Grid Az
 QM0134:SPC WI N     -  EAGLE 1921                               085 25 42.7
 QM0134:UTM  16      -  EAGLE 1921                               087 34 54.5
 QM0134
 QM0134|---------------------------------------------------------------------|
 QM0134| PID    Reference Object                     Distance      Geod. Az  |
 QM0134|                                                           dddmmss.s |
 QM0134| QM0649 EAGLE 1921                          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  NGVD 29 (??/??/92)  476.474  (m)         1563.23   (f) ADJ UNCH    1 2
 QM0134
 QM0134.Superseded values are not recommended for survey control.
 QM0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0134.See file dsdata.txt to determine how the superseded data were derived.
 QM0134
 QM0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR6033158020(NAD 83)
 QM0134_MARKER: DS = TRIANGULATION STATION DISK
 QM0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0134_STAMPING: CAMDEN 1921
 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 - December 06, 2005
 QM0134
 QM0134  HISTORY     - Date     Condition        Report By
 QM0134  HISTORY     - 1921     MONUMENTED       CGS
 QM0134  HISTORY     - 1934     MARK NOT FOUND   NGS
 QM0134  HISTORY     - 1935     GOOD             WIGS
 QM0134  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0134  HISTORY     - 20051206 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 NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0212 ***********************************************************************
 QM0212  DESIGNATION -  CAMERON
 QM0212  PID         -  QM0212
 QM0212  STATE/COUNTY-  WI/FOREST
 QM0212  USGS QUAD   -  MONICO NE (1981)
 QM0212
 QM0212                         *CURRENT SURVEY CONTROL
 QM0212  ___________________________________________________________________
 QM0212* NAD 83(1991)-  45 39 54.32763(N)    089 00 07.24120(W)     ADJUSTED  
 QM0212* NAVD 88     -       501.511  (meters)    1645.37   (feet)  ADJUSTED  
 QM0212  ___________________________________________________________________
 QM0212  LAPLACE CORR-          -4.89  (seconds)                    DEFLEC99
 QM0212  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 QM0212  DYNAMIC HT  -         501.482 (meters)    1645.28  (feet)  COMP
 QM0212  MODELED GRAV-     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
 QM0212.and adjusted by the National Geodetic Survey in June 1991..
 QM0212
 QM0212.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0212
 QM0212.The geoid height was determined by GEOID03.
 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;                    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     -   0.99992652  x   0.99998359  =   0.99991011
 QM0212!UTM  16      -   0.99992652  x   0.99989902  =   0.99982555
 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|---------------------------------------------------------------------|
 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  NGVD 29 (??/??/92)  501.494  (m)         1645.32   (f) ADJ UNCH    1 2
 QM0212
 QM0212.Superseded values are not recommended for survey control.
 QM0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0212.See file dsdata.txt to determine how the superseded data were derived.
 QM0212
 QM0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR4404858787(NAD 83)
 QM0212_MARKER: DS = TRIANGULATION STATION DISK
 QM0212_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QM0212_SP_SET: RAIL
 QM0212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0212
 QM0212  HISTORY     - Date     Condition        Report By
 QM0212  HISTORY     - 1921     MONUMENTED       CGS
 QM0212  HISTORY     - 1922     GOOD             NGS
 QM0212  HISTORY     - 1931     GOOD             LOCENG
 QM0212  HISTORY     - 1934     GOOD             NGS
 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 NATIONAL 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 NATIONAL 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 = OCTOBER  7, 2006
 QN0562 ***********************************************************************
 QN0562  DESIGNATION -  CAMERON ABBOTTS DAIRIES STACK
 QN0562  PID         -  QN0562
 QN0562  STATE/COUNTY-  WI/BARRON
 QN0562  USGS QUAD   -  RICE LAKE SOUTH (1978)
 QN0562
 QN0562                         *CURRENT SURVEY CONTROL
 QN0562  ___________________________________________________________________
 QN0562* NAD 83(1991)-  45 24 07.85268(N)    091 44 42.02977(W)     ADJUSTED  
 QN0562* NAVD 88     -                                                        
 QN0562  ___________________________________________________________________
 QN0562  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 QN0562  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 QN0562
 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
 QN0562.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0562
 QN0562.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 QN0562
 QN0562  NAD 83(1991)-  45 24 07.85089(N)    091 44 42.03024(W) AD(       ) 4
 QN0562  NAD 83(1986)-  45 24 07.84502(N)    091 44 42.03618(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0562.See file dsdata.txt to determine how the superseded data were derived.
 QN0562
 QN0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL9821828395(NAD 83)
 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 = OCTOBER  7, 2006
 PN0989 ***********************************************************************
 PN0989  DESIGNATION -  CAMMEL
 PN0989  PID         -  PN0989
 PN0989  STATE/COUNTY-  WI/WAUPACA
 PN0989  USGS QUAD   -  NORTHPORT (1993)
 PN0989
 PN0989                         *CURRENT SURVEY CONTROL
 PN0989  ___________________________________________________________________
 PN0989* NAD 83(1991)-  44 24 19.60730(N)    088 48 14.85976(W)     ADJUSTED  
 PN0989* NAVD 88     -       242.     (meters)     794.     (feet)  SCALED    
 PN0989  ___________________________________________________________________
 PN0989  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 PN0989  GEOID HEIGHT-         -36.39  (meters)                     GEOID03
 PN0989
 PN0989  HORZ ORDER  -  FIRST
 PN0989
 PN0989.The horizontal coordinates were established by classical geodetic methods
 PN0989.and adjusted by the National Geodetic Survey in November 1991..
 PN0989
 PN0989.The orthometric height was scaled from a topographic map.
 PN0989
 PN0989.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0989
 PN0989.The geoid height was determined by GEOID03.
 PN0989
 PN0989;                    North         East     Units Scale Factor Converg.
 PN0989;SPC WI C     -    64,273.509   695,254.882   MT  0.99997424   +0 50 37.6
 PN0989;SPC WI C     -   210,870.67  2,281,015.39   sFT  0.99997424   +0 50 37.6
 PN0989;UTM  16      - 4,918,489.355   356,343.774   MT  0.99985380   -1 15 45.4
 PN0989
 PN0989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0989!SPC WI C     -   0.99996777  x   0.99997424  =   0.99994201
 PN0989!UTM  16      -   0.99996777  x   0.99985380  =   0.99982157
 PN0989
 PN0989|---------------------------------------------------------------------|
 PN0989| PID    Reference Object                     Distance      Geod. Az  |
 PN0989|                                                           dddmmss.s |
 PN0989| CJ4388 CAMMEL RM 1                          49.240 METERS 10747     |
 PN0989|---------------------------------------------------------------------|
 PN0989
 PN0989                          SUPERSEDED SURVEY CONTROL
 PN0989
 PN0989  NAD 83(1986)-  44 24 19.60433(N)    088 48 14.84857(W) AD(       ) 1
 PN0989  NAD 27      -  44 24 19.68300(N)    088 48 14.50500(W) AD(       ) 1
 PN0989
 PN0989.Superseded values are not recommended for survey control.
 PN0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0989.See file dsdata.txt to determine how the superseded data were derived.
 PN0989
 PN0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ5634418489(NAD 83)
 PN0989_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PN0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0989
 PN0989  HISTORY     - Date     Condition        Report By
 PN0989  HISTORY     - 1926     MONUMENTED       CGS
 PN0989  HISTORY     - 1930     SEE DESCRIPTION  CGS
 PN0989  HISTORY     - 1956     SEE DESCRIPTION  USGS
 PN0989
 PN0989                          STATION DESCRIPTION
 PN0989
 PN0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PN0989'STATION IS ALONG THE GREEN BAY AND WESTERN RAILWAY APPROXIMATELY
 PN0989'0.4 MILE W OF NORTHPORT, ON FIRST CURVE W OF NORTHPORT, AT POINT
 PN0989'OF INTERSECTION OF E TANGENT ON S RAIL AND W TANGENT ON N RAIL,
 PN0989'ABOUT 90 METERS N OF TRACK.
 PN0989'
 PN0989'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN
 PN0989'CONCRETE, AS DESCRIBED IN NOTES 1A AND 7A.
 PN0989'
 PN0989'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN CONCRETE IN A
 PN0989'DEPRESSION IN A BOULDER, E OF STATION.
 PN0989
 PN0989                          STATION RECOVERY (1930)
 PN0989
 PN0989'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PN0989'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  DESCRIPTION
 PN0989'IS ADEQUATE.
 PN0989
 PN0989                          STATION RECOVERY (1956)
 PN0989
 PN0989'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 PN0989'ADVISED BY THE MAN WHO NOW OWNS AND WORKS THIS FIELD THAT THE
 PN0989'STATION WAS DESTROYED WHEN THEY CLEARED THE FIELD FOR CULTIVATION.
 PN0989'THE REFERENCE MARK WAS ALSO DESTROYED AT THE SAME TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0782 ***********************************************************************
 RM0782  DESIGNATION -  CAMP
 RM0782  PID         -  RM0782
 RM0782  STATE/COUNTY-  WI/BAYFIELD
 RM0782  USGS QUAD   -  SAND ISLAND (1975)
 RM0782
 RM0782                         *CURRENT SURVEY CONTROL
 RM0782  ___________________________________________________________________
 RM0782* NAD 83(1991)-  46 57 33.99667(N)    090 52 30.98612(W)     ADJUSTED  
 RM0782* NAVD 88     -       194.0    (meters)     636.     (feet)  VERTCON   
 RM0782  ___________________________________________________________________
 RM0782  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 RM0782  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 RM0782
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0782
 RM0782.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0782.See file dsdata.txt to determine how the superseded data were derived.
 RM0782
 RM0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN6165302848(NAD 83)
 RM0782_MARKER: DS = TRIANGULATION STATION DISK
 RM0782_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  7, 2006
 ON1117 ***********************************************************************
 ON1117  DESIGNATION -  CAMP MCCOY AIRWAY BEACON
 ON1117  PID         -  ON1117
 ON1117  STATE/COUNTY-  WI/MONROE
 ON1117  USGS QUAD   -  TOMAH (1983)
 ON1117
 ON1117                         *CURRENT SURVEY CONTROL
 ON1117  ___________________________________________________________________
 ON1117* NAD 83(1991)-  43 57 06.10180(N)    090 35 58.84087(W)     ADJUSTED  
 ON1117* NAVD 88     -                                                        
 ON1117  ___________________________________________________________________
 ON1117  LAPLACE CORR-          -5.84  (seconds)                    DEFLEC99
 ON1117  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 ON1117
 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
 ON1117.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1117
 ON1117.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ON1117
 ON1117  NAD 83(1991)-  43 57 06.10197(N)    090 35 58.84075(W) AD(       ) 4
 ON1117  NAD 83(1986)-  43 57 06.10056(N)    090 35 58.84775(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1117.See file dsdata.txt to determine how the superseded data were derived.
 ON1117
 ON1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9260269309(NAD 83)
 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 = OCTOBER  7, 2006
 AF9950 ***********************************************************************
 AF9950  DESIGNATION -  CAMP SIX GPS
 AF9950  PID         -  AF9950
 AF9950  STATE/COUNTY-  WI/ASHLAND
 AF9950  USGS QUAD   -  MINERAL LAKE (1984)
 AF9950
 AF9950                         *CURRENT SURVEY CONTROL
 AF9950  ___________________________________________________________________
 AF9950* NAD 83(1997)-  46 17 18.09661(N)    090 49 27.63999(W)     ADJUSTED  
 AF9950* NAVD 88     -       425.8    (meters)    1397.     (feet)  GPS OBS   
 AF9950  ___________________________________________________________________
 AF9950  X           -     -63,525.649 (meters)                     COMP
 AF9950  Y           -  -4,415,023.915 (meters)                     COMP
 AF9950  Z           -   4,587,740.811 (meters)                     COMP
 AF9950  LAPLACE CORR-          -5.15  (seconds)                    DEFLEC99
 AF9950  ELLIP HEIGHT-         395.53  (meters)          (12/26/02) GPS OBS
 AF9950  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 AF9950
 AF9950  HORZ ORDER  -  FIRST
 AF9950  ELLP ORDER  -  THIRD     CLASS II
 AF9950
 AF9950.The horizontal coordinates were established by GPS observations
 AF9950.and adjusted by the National Geodetic Survey in December 2002..
 AF9950
 AF9950.The orthometric height was determined by GPS observations and a
 AF9950.high-resolution geoid model.
 AF9950
 AF9950.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9950
 AF9950.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9950
 AF9950.The ellipsoidal height was determined by GPS observations
 AF9950.and is referenced to NAD 83.
 AF9950
 AF9950.The geoid height was determined by GEOID03.
 AF9950
 AF9950;                    North         East     Units Scale Factor Converg.
 AF9950;SPC WI N     -   125,000.182   536,480.564   MT  0.99994755   -0 35 40.8
 AF9950;SPC WI N     -   410,104.76  1,760,103.32   sFT  0.99994755   -0 35 40.8
 AF9950;UTM  15      - 5,128,387.556   667,587.000   MT  0.99994525   +1 34 22.8
 AF9950
 AF9950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9950!SPC WI N     -   0.99993800  x   0.99994755  =   0.99988555
 AF9950!UTM  15      -   0.99993800  x   0.99994525  =   0.99988325
 AF9950
 AF9950                          SUPERSEDED SURVEY CONTROL
 AF9950
 AF9950  NAD 83(1991)-  46 17 18.09640(N)    090 49 27.63864(W) AD(       ) 1
 AF9950
 AF9950.Superseded values are not recommended for survey control.
 AF9950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9950.See file dsdata.txt to determine how the superseded data were derived.
 AF9950
 AF9950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6758728388(NAD 83)
 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 = OCTOBER  7, 2006
 AI5977 ***********************************************************************
 AI5977  DESIGNATION -  CAMPBELLSPORT GPS
 AI5977  PID         -  AI5977
 AI5977  STATE/COUNTY-  WI/FOND DU LAC
 AI5977  USGS QUAD   -  CAMPBELLSPORT (1974)
 AI5977
 AI5977                         *CURRENT SURVEY CONTROL
 AI5977  ___________________________________________________________________
 AI5977* NAD 83(1997)-  43 36 56.29762(N)    088 17 58.51208(W)     ADJUSTED  
 AI5977* NAVD 88     -       335.482  (meters)    1100.66   (feet)  ADJUSTED  
 AI5977  ___________________________________________________________________
 AI5977  X           -     137,247.337 (meters)                     COMP
 AI5977  Y           -  -4,623,219.708 (meters)                     COMP
 AI5977  Z           -   4,377,479.441 (meters)                     COMP
 AI5977  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AI5977  ELLIP HEIGHT-         300.26  (meters)          (11/17/00) GPS OBS
 AI5977  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 AI5977  DYNAMIC HT  -         335.408 (meters)    1100.42  (feet)  COMP
 AI5977  MODELED GRAV-     980,388.2   (mgal)                       NAVD 88
 AI5977
 AI5977  HORZ ORDER  -  FIRST
 AI5977  VERT ORDER  -  SECOND    CLASS I
 AI5977  ELLP ORDER  -  THIRD     CLASS II
 AI5977
 AI5977.The horizontal coordinates were established by GPS observations
 AI5977.and adjusted by the National Geodetic Survey in July 2000..
 AI5977
 AI5977.The orthometric height was determined by differential leveling
 AI5977.and adjusted by the National Geodetic Survey in October 2000..
 AI5977.No vertical observational check was made to the 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 DEFLEC99 derived deflections.
 AI5977
 AI5977.The ellipsoidal height was determined by GPS observations
 AI5977.and is referenced to NAD 83.
 AI5977
 AI5977.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI5977;SPC WI S     -   180,882.317   737,243.223   MT  0.99993953   +1 10 06.1
 AI5977;SPC WI S     -   593,444.74  2,418,772.14   sFT  0.99993953   +1 10 06.1
 AI5977;UTM  16      - 4,830,004.515   395,136.067   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  =   0.99989245
 AI5977!UTM  16      -   0.99995292  x   0.99973526  =   0.99968819
 AI5977
 AI5977:                Primary Azimuth Mark                     Grid Az
 AI5977:SPC WI S     -  CAMPBELLSPORT GPS AZ MK                  148 13 47.5
 AI5977:UTM  16      -  CAMPBELLSPORT GPS AZ MK                  150 17 41.2
 AI5977
 AI5977|---------------------------------------------------------------------|
 AI5977| PID    Reference Object                     Distance      Geod. Az  |
 AI5977|                                                           dddmmss.s |
 AI5977| AI5978 CAMPBELLSPORT GPS AZ MK             APPROX. 1.1 KM 1492353.6 |
 AI5977|---------------------------------------------------------------------|
 AI5977
 AI5977                          SUPERSEDED SURVEY CONTROL
 AI5977
 AI5977  ELLIP H (07/06/00)  300.26   (m)                       GP(       ) 2 1
 AI5977
 AI5977.Superseded values are not recommended for survey control.
 AI5977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5977.See file dsdata.txt to determine how the superseded data were derived.
 AI5977
 AI5977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9513630005(NAD 83)
 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 = OCTOBER  7, 2006
 AI5978 ***********************************************************************
 AI5978  DESIGNATION -  CAMPBELLSPORT GPS AZ MK
 AI5978  PID         -  AI5978
 AI5978  STATE/COUNTY-  WI/FOND DU LAC
 AI5978  USGS QUAD   -  CAMPBELLSPORT (1974)
 AI5978
 AI5978                         *CURRENT SURVEY CONTROL
 AI5978  ___________________________________________________________________
 AI5978* NAD 83(1997)-  43 36 26.67639(N)    088 17 34.40282(W)     ADJUSTED  
 AI5978* NAVD 88     -       335.724  (meters)    1101.45   (feet)  ADJUSTED  
 AI5978  ___________________________________________________________________
 AI5978  X           -     137,806.513 (meters)                     COMP
 AI5978  Y           -  -4,623,834.144 (meters)                     COMP
 AI5978  Z           -   4,376,817.691 (meters)                     COMP
 AI5978  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AI5978  ELLIP HEIGHT-         300.52  (meters)          (11/17/00) GPS OBS
 AI5978  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 AI5978  DYNAMIC HT  -         335.649 (meters)    1101.21  (feet)  COMP
 AI5978  MODELED GRAV-     980,387.6   (mgal)                       NAVD 88
 AI5978
 AI5978  HORZ ORDER  -  FIRST
 AI5978  VERT ORDER  -  SECOND    CLASS I
 AI5978  ELLP ORDER  -  THIRD     CLASS II
 AI5978
 AI5978.The horizontal coordinates were established by GPS observations
 AI5978.and adjusted by the National Geodetic Survey in July 2000..
 AI5978
 AI5978.The orthometric height was determined by differential leveling
 AI5978.and adjusted by the National Geodetic Survey in October 2000..
 AI5978.No vertical observational check was made to the 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 DEFLEC99 derived deflections.
 AI5978
 AI5978.The ellipsoidal height was determined by GPS observations
 AI5978.and is referenced to NAD 83.
 AI5978
 AI5978.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI5978;SPC WI S     -   179,979.425   737,802.388   MT  0.99993901   +1 10 22.7
 AI5978;SPC WI S     -   590,482.50  2,420,606.67   sFT  0.99993901   +1 10 22.7
 AI5978;UTM  16      - 4,829,082.252   395,662.230   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  =   0.99989189
 AI5978!UTM  16      -   0.99995288  x   0.99973390  =   0.99968679
 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|---------------------------------------------------------------------|
 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  ELLIP H (07/06/00)  300.52   (m)                       GP(       ) 2 1
 AI5978
 AI5978.Superseded values are not recommended for survey control.
 AI5978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5978.See file dsdata.txt to determine how the superseded data were derived.
 AI5978
 AI5978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9566229082(NAD 83)
 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 = OCTOBER  7, 2006
 OM0683 ***********************************************************************
 OM0683  DESIGNATION -  CAMPBELLSPORT MUNICIPAL TANK
 OM0683  PID         -  OM0683
 OM0683  STATE/COUNTY-  WI/FOND DU LAC
 OM0683  USGS QUAD   -  CAMPBELLSPORT (1974)
 OM0683
 OM0683                         *CURRENT SURVEY CONTROL
 OM0683  ___________________________________________________________________
 OM0683* NAD 83(1991)-  43 35 46.78171(N)    088 16 52.11353(W)     ADJUSTED  
 OM0683* NAVD 88     -                                                        
 OM0683  ___________________________________________________________________
 OM0683  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 OM0683  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 OM0683
 OM0683  HORZ ORDER  -  THIRD
 OM0683
 OM0683.The horizontal coordinates were established by classical geodetic methods
 OM0683.and adjusted by the National Geodetic Survey in November 1991..
 OM0683
 OM0683
 OM0683.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0683
 OM0683.The geoid height was determined by GEOID03.
 OM0683
 OM0683;                    North         East     Units Scale Factor Converg.
 OM0683;SPC WI S     -   178,767.998   738,775.881   MT  0.99993833   +1 10 51.7
 OM0683;SPC WI S     -   586,508.01  2,423,800.54   sFT  0.99993833   +1 10 51.7
 OM0683;UTM  16      - 4,827,836.795   396,591.255   MT  0.99973153   -0 53 00.7
 OM0683
 OM0683                          SUPERSEDED SURVEY CONTROL
 OM0683
 OM0683  NAD 83(1986)-  43 35 46.77237(N)    088 16 52.11808(W) AD(       ) 4
 OM0683  NAD 27      -  43 35 46.80000(N)    088 16 51.77600(W) AD(       ) 3
 OM0683
 OM0683.Superseded values are not recommended for survey control.
 OM0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0683.See file dsdata.txt to determine how the superseded data were derived.
 OM0683
 OM0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9659127837(NAD 83)
 OM0683_MARKER: 51 = TANK
 OM0683
 OM0683  HISTORY     - Date     Condition        Report By
 OM0683  HISTORY     - 1953     FIRST OBSERVED   CGS
 OM0683  HISTORY     - 1984     GOOD             WIDT
 OM0683  HISTORY     - 19941116 MARK NOT FOUND   USPSQD
 OM0683  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 OM0683
 OM0683                          STATION DESCRIPTION
 OM0683
 OM0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0683'STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL WATER TANK
 OM0683'LOCATED IN THE EAST SECTION OF CAMPBELLSPORT ABOUT 300 FEET
 OM0683'NORTHEAST OF THE INTERSECTION OF SPRING STREET AND POPLAR
 OM0683'STREET.  IT IS A FOUR-LEGGED STEEL STRUCTURE ABOUT 125 FEET
 OM0683'HIGH, IS PAINTED SILVER AND HAS THE LEGEND CAMPBELLSPORT
 OM0683'PAINTED ON THE NORTHWEST SIDE IN BLACK LETTERS.
 OM0683
 OM0683                          STATION RECOVERY (1984)
 OM0683
 OM0683'RECOVERY NOTE BY WI DEPT OF TRANSP 1984 (RH)
 OM0683'STATION FOUND GOOD.
 OM0683
 OM0683                          STATION RECOVERY (1994)
 OM0683
 OM0683'RECOVERY NOTE BY US POWER SQUADRON 1994
 OM0683'MARK NOT FOUND.
 OM0683
 OM0683                          STATION RECOVERY (2003)
 OM0683
 OM0683'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0683'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0494 ***********************************************************************
 QL0494  DESIGNATION -  CANA ISLAND LIGHT
 QL0494  PID         -  QL0494
 QL0494  STATE/COUNTY-  WI/DOOR
 QL0494  USGS QUAD   -  BAILEYS HARBOR EAST (1982)
 QL0494
 QL0494                         *CURRENT SURVEY CONTROL
 QL0494  ___________________________________________________________________
 QL0494* NAD 83(1991)-  45 05 17.44012(N)    087 02 52.39772(W)     ADJUSTED  
 QL0494* NAVD 88     -                                                        
 QL0494  ___________________________________________________________________
 QL0494  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 QL0494  GEOID HEIGHT-         -37.19  (meters)                     GEOID03
 QL0494
 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
 QL0494.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0494
 QL0494.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 QL0494
 QL0494  NAD 83(1986)-  45 05 17.44005(N)    087 02 52.39107(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0494.See file dsdata.txt to determine how the superseded data were derived.
 QL0494
 QL0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ9623192747(NAD 83)
 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 = OCTOBER  7, 2006
 PM0379 ***********************************************************************
 PM0379  TIDAL BM    -  This is a Tidal Bench Mark.
 PM0379  DESIGNATION -  CANAL
 PM0379  PID         -  PM0379
 PM0379  STATE/COUNTY-  WI/DOOR
 PM0379  USGS QUAD   -  STURGEON BAY EAST (1981)
 PM0379
 PM0379                         *CURRENT SURVEY CONTROL
 PM0379  ___________________________________________________________________
 PM0379* NAD 83(1991)-  44 47 42.00689(N)    087 18 48.00693(W)     ADJUSTED  
 PM0379* NAVD 88     -       182.237  (meters)     597.89   (feet)  ADJUSTED  
 PM0379  ___________________________________________________________________
 PM0379  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 PM0379  GEOID HEIGHT-         -36.71  (meters)                     GEOID03
 PM0379  DYNAMIC HT  -         182.218 (meters)     597.83  (feet)  COMP
 PM0379  MODELED GRAV-     980,513.4   (mgal)                       NAVD 88
 PM0379
 PM0379  HORZ ORDER  -  THIRD
 PM0379  VERT ORDER  -  FIRST     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
 PM0379.and adjusted by the National Geodetic Survey in July 1997..
 PM0379
 PM0379.This Tidal Bench Mark is designated as VM 13222
 PM0379.by the Center for Operational Oceanographic Products and Services.
 PM0379
 PM0379.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0379
 PM0379.The geoid height was determined by GEOID03.
 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;                    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     -   0.99997718  x   0.99994170  =   0.99991888
 PM0379!UTM  16      -   0.99997718  x   0.99960755  =   0.99958474
 PM0379
 PM0379|---------------------------------------------------------------------|
 PM0379| PID    Reference Object                     Distance      Geod. Az  |
 PM0379|                                                           dddmmss.s |
 PM0379| PM0420 STURGEON BAY CANAL LIGHT 1953         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 (06/15/91)  182.229  (m)          597.86   (f) UNKNOWN     1 1
 PM0379  NGVD 29 (07/19/86)  182.22   (m)          597.8    (f) LEVELING    3  
 PM0379
 PM0379.Superseded values are not recommended for survey control.
 PM0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0379.See file dsdata.txt to determine how the superseded data were derived.
 PM0379
 PM0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ7521660226(NAD 83)
 PM0379_MARKER: DS = TRIANGULATION STATION DISK
 PM0379_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PM0379+WITH SETTING: PAVEMENT
 PM0379_SP_SET: LIGHTHOUSE BASE
 PM0379_STAMPING: CANAL 1953
 PM0379_MARK LOGO: CGS   
 PM0379_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PM0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0379+STABILITY: SURFACE MOTION
 PM0379_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0379+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2005
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0360 ***********************************************************************
 PM0360  DESIGNATION -  CANAL
 PM0360  PID         -  PM0360
 PM0360  STATE/COUNTY-  WI/DOOR
 PM0360  USGS QUAD   -  STURGEON BAY EAST (1981)
 PM0360
 PM0360                         *CURRENT SURVEY CONTROL
 PM0360  ___________________________________________________________________
 PM0360* NAD 83(1986)-  44 48 24.     (N)    087 19 24.     (W)     SCALED    
 PM0360* NAVD 88     -       179.459  (meters)     588.78   (feet)  ADJUSTED  
 PM0360  ___________________________________________________________________
 PM0360  GEOID HEIGHT-         -36.72  (meters)                     GEOID03
 PM0360  DYNAMIC HT  -         179.441 (meters)     588.72  (feet)  COMP
 PM0360  MODELED GRAV-     980,514.1   (mgal)                       NAVD 88
 PM0360
 PM0360  VERT ORDER  -  FIRST     CLASS I
 PM0360
 PM0360.The horizontal coordinates were scaled from a topographic map and have
 PM0360.an estimated accuracy of +/- 6 seconds.
 PM0360
 PM0360.The orthometric height was determined by differential leveling
 PM0360.and adjusted by the National Geodetic Survey in June 1991..
 PM0360
 PM0360.The geoid height was determined by GEOID03.
 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     -   111,650.      811,700.      MT  (+/- 180 meters Scaled)
 PM0360
 PM0360                          SUPERSEDED SURVEY CONTROL
 PM0360
 PM0360.No superseded survey control is available for this station.
 PM0360
 PM0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ744615(NAD 83)
 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       RBNF
 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 = OCTOBER  7, 2006
 PN0985 ***********************************************************************
 PN0985  DESIGNATION -  CANCAN 1926
 PN0985  PID         -  PN0985
 PN0985  STATE/COUNTY-  WI/WAUPACA
 PN0985  USGS QUAD   -  NORTHPORT (1993)
 PN0985
 PN0985                         *CURRENT SURVEY CONTROL
 PN0985  ___________________________________________________________________
 PN0985* NAD 83(1991)-  44 24 22.66304(N)    088 47 02.22936(W)     ADJUSTED  
 PN0985* NAVD 88     -       232.     (meters)     761.     (feet)  SCALED    
 PN0985  ___________________________________________________________________
 PN0985  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 PN0985  GEOID HEIGHT-         -36.39  (meters)                     GEOID03
 PN0985
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0985
 PN0985.The geoid height was determined by GEOID03.
 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     -   0.99996933  x   0.99997412  =   0.99994345
 PN0985!UTM  16      -   0.99996933  x   0.99984815  =   0.99981749
 PN0985
 PN0985:                Primary Azimuth Mark                     Grid Az
 PN0985:SPC WI C     -  CANTO 1926                               100 58 52.6
 PN0985:UTM  16      -  CANTO 1926                               103 05 16.2
 PN0985
 PN0985|---------------------------------------------------------------------|
 PN0985| PID    Reference Object                     Distance      Geod. Az  |
 PN0985|                                                           dddmmss.s |
 PN0985| PN0987 CANTO 1926                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0985.See file dsdata.txt to determine how the superseded data were derived.
 PN0985
 PN0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ5795218548(NAD 83)
 PN0985
 PN0985  HISTORY     - Date     Condition        Report By
 PN0985  HISTORY     - 1926     MONUMENTED       CGS
 PN0985  HISTORY     - 1935     SEE DESCRIPTION  WIGS
 PN0985  HISTORY     - 1956     SEE DESCRIPTION  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 = OCTOBER  7, 2006
 AB8509 ***********************************************************************
 AB8509  DESIGNATION -  CANDY
 AB8509  PID         -  AB8509
 AB8509  STATE/COUNTY-  WI/BURNETT
 AB8509  USGS QUAD   -  WEBB LAKE (1983)
 AB8509
 AB8509                         *CURRENT SURVEY CONTROL
 AB8509  ___________________________________________________________________
 AB8509* NAD 83(1997)-  46 01 50.82514(N)    092 10 42.22949(W)     ADJUSTED  
 AB8509* NAVD 88     -       299.4    (meters)     982.     (feet)  GPS OBS   
 AB8509  ___________________________________________________________________
 AB8509  X           -    -168,618.786 (meters)                     COMP
 AB8509  Y           -  -4,432,841.592 (meters)                     COMP
 AB8509  Z           -   4,567,820.175 (meters)                     COMP
 AB8509  LAPLACE CORR-          -5.30  (seconds)                    DEFLEC99
 AB8509  ELLIP HEIGHT-         272.79  (meters)          (01/30/03) GPS OBS
 AB8509  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AB8509
 AB8509  HORZ ORDER  -  FIRST
 AB8509  ELLP ORDER  -  FOURTH    CLASS I
 AB8509
 AB8509.The horizontal coordinates were established by GPS observations
 AB8509.and adjusted by the National Geodetic Survey in January 2003..
 AB8509
 AB8509.The orthometric height was determined by GPS observations and a
 AB8509.high-resolution geoid model.
 AB8509
 AB8509.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8509
 AB8509.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8509
 AB8509.The ellipsoidal height was determined by GPS observations
 AB8509.and is referenced to NAD 83.
 AB8509
 AB8509.The geoid height was determined by GEOID03.
 AB8509
 AB8509;                    North         East     Units Scale Factor Converg.
 AB8509;SPC WI N     -    98,353.963   431,377.663   MT  0.99994819   -1 34 17.2
 AB8509;SPC WI N     -   322,682.96  1,415,278.22   sFT  0.99994819   -1 34 17.2
 AB8509;UTM  15      - 5,097,796.014   563,583.249   MT  0.99964970   +0 35 28.8
 AB8509
 AB8509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8509!SPC WI N     -   0.99995724  x   0.99994819  =   0.99990543
 AB8509!UTM  15      -   0.99995724  x   0.99964970  =   0.99960695
 AB8509
 AB8509                          SUPERSEDED SURVEY CONTROL
 AB8509
 AB8509  NAD 83(1991)-  46 01 50.82480(N)    092 10 42.22781(W) AD(       ) 1
 AB8509  ELLIP H (12/09/96)  272.82   (m)                       GP(       ) 4 1
 AB8509
 AB8509.Superseded values are not recommended for survey control.
 AB8509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8509.See file dsdata.txt to determine how the superseded data were derived.
 AB8509
 AB8509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6358397796(NAD 83)
 AB8509_MARKER: DD = SURVEY DISK
 AB8509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8509_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8509+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB8509
 AB8509  HISTORY     - Date     Condition        Report By
 AB8509  HISTORY     - 1993     MONUMENTED       WI-013
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0043 ***********************************************************************
 PN0043  DESIGNATION -  CANNING
 PN0043  PID         -  PN0043
 PN0043  STATE/COUNTY-  WI/OUTAGAMIE
 PN0043  USGS QUAD   -  SEYMOUR (1992)
 PN0043
 PN0043                         *CURRENT SURVEY CONTROL
 PN0043  ___________________________________________________________________
 PN0043* NAD 83(1991)-  44 30 42.76877(N)    088 19 23.65295(W)     ADJUSTED  
 PN0043* NAVD 88     -       242.215  (meters)     794.67   (feet)  ADJUSTED  
 PN0043  ___________________________________________________________________
 PN0043  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 PN0043  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PN0043  DYNAMIC HT  -         242.181 (meters)     794.56  (feet)  COMP
 PN0043  MODELED GRAV-     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
 PN0043.and adjusted by the National Geodetic Survey in June 1991..
 PN0043
 PN0043.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0043
 PN0043.The geoid height was determined by GEOID03.
 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;                    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     -   0.99996770  x   0.99996080  =   0.99992850
 PN0043!UTM  16      -   0.99996770  x   0.99973603  =   0.99970374
 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|---------------------------------------------------------------------|
 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
 PN0043.Superseded values are not recommended for survey control.
 PN0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0043.See file dsdata.txt to determine how the superseded data were derived.
 PN0043
 PN0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9482729580(NAD 83)
 PN0043_MARKER: DE = TRAVERSE STATION DISK
 PN0043_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PN0043_SP_SET: BUILDING
 PN0043_STAMPING: CANNING 1926
 PN0043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0043
 PN0043  HISTORY     - Date     Condition        Report By
 PN0043  HISTORY     - 1926     MONUMENTED       CGS
 PN0043  HISTORY     - 1930     SEE DESCRIPTION  CGS
 PN0043  HISTORY     - 1930     GOOD             NGS
 PN0043  HISTORY     - 1934     GOOD             NGS
 PN0043  HISTORY     - 1974     SEE DESCRIPTION  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 NATIONAL 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 NATIONAL 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.  ELEV--794.765 FEET
 PN0043
 PN0043                          STATION RECOVERY (1985)
 PN0043
 PN0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0987 ***********************************************************************
 PN0987  DESIGNATION -  CANTO 1926
 PN0987  PID         -  PN0987
 PN0987  STATE/COUNTY-  WI/WAUPACA
 PN0987  USGS QUAD   -  NORTHPORT (1993)
 PN0987
 PN0987                         *CURRENT SURVEY CONTROL
 PN0987  ___________________________________________________________________
 PN0987* NAD 83(1991)-  44 24 19.92235(N)    088 46 43.99405(W)     ADJUSTED  
 PN0987* NAVD 88     -       232.     (meters)     761.     (feet)  SCALED    
 PN0987  ___________________________________________________________________
 PN0987  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 PN0987  GEOID HEIGHT-         -36.39  (meters)                     GEOID03
 PN0987
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0987
 PN0987.The geoid height was determined by GEOID03.
 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     -   0.99996933  x   0.99997423  =   0.99994357
 PN0987!UTM  16      -   0.99996933  x   0.99984674  =   0.99981608
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0987.See file dsdata.txt to determine how the superseded data were derived.
 PN0987
 PN0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ5835418455(NAD 83)
 PN0987_MARKER: Z = SEE DESCRIPTION
 PN0987_SETTING: 0 = UNSPECIFIED SETTING
 PN0987_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PN0987
 PN0987  HISTORY     - Date     Condition        Report By
 PN0987  HISTORY     - 1926     MONUMENTED       CGS
 PN0987  HISTORY     - 1935     SEE DESCRIPTION  WIGS
 PN0987  HISTORY     - 1956     SEE DESCRIPTION  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 = OCTOBER  7, 2006
 PN0984 ***********************************************************************
 PN0984  DESIGNATION -  CANTON 1926
 PN0984  PID         -  PN0984
 PN0984  STATE/COUNTY-  WI/WAUPACA
 PN0984  USGS QUAD   -  NORTHPORT (1993)
 PN0984
 PN0984                         *CURRENT SURVEY CONTROL
 PN0984  ___________________________________________________________________
 PN0984* NAD 83(1991)-  44 23 48.52067(N)    088 48 46.25075(W)     ADJUSTED  
 PN0984* NAVD 88     -       245.     (meters)     804.     (feet)  SCALED    
 PN0984  ___________________________________________________________________
 PN0984  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 PN0984  GEOID HEIGHT-         -36.39  (meters)                     GEOID03
 PN0984
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0984
 PN0984.The geoid height was determined by GEOID03.
 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     -   0.99996730  x   0.99997548  =   0.99994278
 PN0984!UTM  16      -   0.99996730  x   0.99985633  =   0.99982363
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0984.See file dsdata.txt to determine how the superseded data were derived.
 PN0984
 PN0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ5562817546(NAD 83)
 PN0984_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PN0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0984_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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     SEE DESCRIPTION  CGS
 PN0984  HISTORY     - 1956     SEE DESCRIPTION  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 = OCTOBER  7, 2006
 OL0282 ***********************************************************************
 OL0282  TIDAL BM    -  This is a Tidal Bench Mark.
 OL0282  DESIGNATION -  CAP
 OL0282  PID         -  OL0282
 OL0282  STATE/COUNTY-  WI/MILWAUKEE
 OL0282  USGS QUAD   -  MILWAUKEE (1971)
 OL0282
 OL0282                         *CURRENT SURVEY CONTROL
 OL0282  ___________________________________________________________________
 OL0282* NAD 83(1986)-  43 00 06.     (N)    087 53 13.     (W)     SCALED    
 OL0282* NAVD 88     -       178.891  (meters)     586.91   (feet)  ADJUSTED  
 OL0282  ___________________________________________________________________
 OL0282  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 OL0282  DYNAMIC HT  -         178.842 (meters)     586.75  (feet)  COMP
 OL0282  MODELED GRAV-     980,345.6   (mgal)                       NAVD 88
 OL0282
 OL0282  VERT ORDER  -  FIRST     CLASS 0
 OL0282
 OL0282.The horizontal coordinates were scaled from a topographic map and have
 OL0282.an estimated accuracy of +/- 6 seconds.
 OL0282
 OL0282.The orthometric height was determined by differential leveling
 OL0282.and adjusted by the National Geodetic Survey in July 1997..
 OL0282
 OL0282.This Tidal Bench Mark is designated as VM 13210
 OL0282.by the Center for Operational Oceanographic Products and Services.
 OL0282
 OL0282.The geoid height was determined by GEOID03.
 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     -   113,460.      772,270.      MT  (+/- 180 meters Scaled)
 OL0282
 OL0282                          SUPERSEDED SURVEY CONTROL
 OL0282
 OL0282  NAVD 88 (06/15/91)  178.883  (m)          586.89   (f) UNKNOWN     1 0
 OL0282
 OL0282.Superseded values are not recommended for survey control.
 OL0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0282.See file dsdata.txt to determine how the superseded data were derived.
 OL0282
 OL0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN277613(NAD 83)
 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 - July 25, 2006
 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
 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'RECOVERED AT THE FOLLOWING COORDINATES USING GARMIN GPS72 N43 00.127
 OL0282'W087 53.253.  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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0457 ***********************************************************************
 NJ0457  DESIGNATION -  CAP
 NJ0457  PID         -  NJ0457
 NJ0457  STATE/COUNTY-  WI/GRANT
 NJ0457  USGS QUAD   -  GUTTENBERG (1978)
 NJ0457
 NJ0457                         *CURRENT SURVEY CONTROL
 NJ0457  ___________________________________________________________________
 NJ0457* NAD 83(1986)-  42 48 01.     (N)    091 04 26.     (W)     SCALED    
 NJ0457* NAVD 88     -       194.164  (meters)     637.02   (feet)  ADJUSTED  
 NJ0457  ___________________________________________________________________
 NJ0457  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 NJ0457  DYNAMIC HT  -         194.111 (meters)     636.85  (feet)  COMP
 NJ0457  MODELED GRAV-     980,344.2   (mgal)                       NAVD 88
 NJ0457
 NJ0457  VERT ORDER  -  FIRST     CLASS I
 NJ0457
 NJ0457.The horizontal coordinates were scaled from a topographic map and have
 NJ0457.an estimated accuracy of +/- 6 seconds.
 NJ0457
 NJ0457.The orthometric height was determined by differential leveling
 NJ0457.and adjusted by the National Geodetic Survey in June 1991..
 NJ0457
 NJ0457.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0457.See file dsdata.txt to determine how the superseded data were derived.
 NJ0457
 NJ0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH575404(NAD 83)
 NJ0457_MARKER: P = PIPE CAP
 NJ0457_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0457_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0457_STAMPING: 42 DEG 48 MIN 02 SEC 91 DEG 04 MIN 41 SEC
 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 = OCTOBER  7, 2006
 NH0964 ***********************************************************************
 NH0964  DESIGNATION -  CAPE
 NH0964  PID         -  NH0964
 NH0964  STATE/COUNTY-  WI/RACINE
 NH0964  USGS QUAD   -  NORTH CAPE (1976)
 NH0964
 NH0964                         *CURRENT SURVEY CONTROL
 NH0964  ___________________________________________________________________
 NH0964* NAD 83(1991)-  42 48 54.80366(N)    088 03 37.59335(W)     ADJUSTED  
 NH0964* NAVD 88     -       267.     (meters)     876.     (feet)  SCALED    
 NH0964  ___________________________________________________________________
 NH0964  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 NH0964  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 NH0964
 NH0964  HORZ ORDER  -  SECOND
 NH0964
 NH0964.The horizontal coordinates were established by classical geodetic methods
 NH0964.and adjusted by the National Geodetic Survey in November 1991..
 NH0964
 NH0964.The orthometric height was scaled from a topographic map.
 NH0964
 NH0964.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0964
 NH0964.The geoid height was determined by GEOID03.
 NH0964
 NH0964;                    North         East     Units Scale Factor Converg.
 NH0964;SPC WI S     -    92,408.799   758,609.708   MT  0.99998450   +1 19 57.6
 NH0964;SPC WI S     -   303,177.87  2,488,872.02   sFT  0.99998450   +1 19 57.6
 NH0964;UTM  16      - 4,740,841.271   413,306.134   MT  0.99969246   -0 43 14.7
 NH0964
 NH0964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0964!SPC WI S     -   0.99996357  x   0.99998450  =   0.99994807
 NH0964!UTM  16      -   0.99996357  x   0.99969246  =   0.99965605
 NH0964
 NH0964:                Primary Azimuth Mark                     Grid Az
 NH0964:SPC WI S     -  CAPE AZ MK                               202 29 41.9
 NH0964:UTM  16      -  CAPE AZ MK                               204 32 54.2
 NH0964
 NH0964|---------------------------------------------------------------------|
 NH0964| PID    Reference Object                     Distance      Geod. Az  |
 NH0964|                                                           dddmmss.s |
 NH0964| CI9168 CAPE AZ MK                                         2034939.5 |
 NH0964| CI9169 CAPE RM 1                            23.591 METERS 26100     |
 NH0964| NH0970 PROSPECT MICROWAVE STA KSA 72       APPROX.16.3 KM 3281658.3 |
 NH0964| CI8317 CAPE RM 2                            25.538 METERS 35742     |
 NH0964|---------------------------------------------------------------------|
 NH0964
 NH0964                          SUPERSEDED SURVEY CONTROL
 NH0964
 NH0964  NAD 83(1986)-  42 48 54.79266(N)    088 03 37.60699(W) AD(       ) 2
 NH0964  NAD 27      -  42 48 54.73100(N)    088 03 37.30200(W) AD(       ) 2
 NH0964
 NH0964.Superseded values are not recommended for survey control.
 NH0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0964.See file dsdata.txt to determine how the superseded data were derived.
 NH0964
 NH0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1330640841(NAD 83)
 NH0964_MARKER: DS = TRIANGULATION STATION DISK
 NH0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0964
 NH0964  HISTORY     - Date     Condition        Report By
 NH0964  HISTORY     - 1953     MONUMENTED       CGS
 NH0964  HISTORY     - 1958     MARK NOT FOUND   USGS
 NH0964  HISTORY     - 1964     MARK NOT FOUND   CGS
 NH0964
 NH0964                          STATION DESCRIPTION
 NH0964
 NH0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 NH0964'STATION IS LOCATED ON THE PROPERTY OF GLEN KELLER ALONG
 NH0964'THE NORTH SIDE OF COUNTY HIGHWAY G ABOUT 16 MILES SOUTHWEST
 NH0964'OF MILWAUKEE AND ABOUT 3-1/2 MILES SOUTH OF DURHAM.  IT IS
 NH0964'ABOUT 200 FEET EAST OF MR. KELLERS HOUSE, 85 FEET NORTHEAST
 NH0964'OF A 36 INCH OAK TREE, 40 FEET NORTH OF THE CENTER OF HIGHWAY
 NH0964'G, 22 FEET SOUTHWEST OF A 20 INCH APPLE TREE AND 10 FEET
 NH0964'NORTH OF A FENCE AND WHITE WITNESS POST.  THE MARK IS FLUSH
 NH0964'AND THE DISK IS STAMPED CAPE 1953.
 NH0964'
 NH0964'REFERENCE MARK NO. 1 IS 28 FEET NORTH OF THE CENTER OF THE
 NH0964'HIGHWAY AND 8 FEET NORTHEAST OF THE OAK TREE.  THE MARK IS
 NH0964'FLUSH AND THE DISK IS STAMPED CAPE NO 1 1953.
 NH0964'
 NH0964'REFERENCE MARK NO. 2 IS 62 FEET NORTHWEST OF THE APPLE TREE AND
 NH0964'1 FOOT EAST OF A FENCE LINE.  THE MARK IS FLUSH AND THE
 NH0964'DISK IS STAMPED CAPE NO 2 1953.
 NH0964'
 NH0964'AZIMUTH MARK IS 10 FEET WEST OF THE CENTER OF A GRAVEL ROAD,
 NH0964'7 FEET SOUTH OF A POWER POLE, 4 FEET NORTH OF A WHITE WITNESS
 NH0964'POST AND 1 FOOT EAST OF A FENCE.  THE MARK IS FLUSH AND
 NH0964'THE DISK IS STAMPED CAPE 1953.
 NH0964'
 NH0964'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45
 NH0964'AND STATE HIGHWAY 36 IN DURHAM, GO SOUTH ON HIGHWAY 45 FOR
 NH0964'3.5 MILES TO THE JUNCTION OF COUNTY HIGHWAY G TO THE LEFT.
 NH0964'TURN LEFT ON HIGHWAY G AND GO 0.5 MILE TO MR. KELLERS HOUSE
 NH0964'ON THE LEFT AND THE STATION ON THE LEFT AS DESCRIBED.
 NH0964'
 NH0964'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON HIGHWAY
 NH0964'G FOR 0.05 MILE TO A GRAVEL ROAD LEFT.  TURN LEFT AND GO SOUTH
 NH0964'ON GRAVEL ROAD FOR 0.15 MILE TO THE MARK ON THE RIGHT AS
 NH0964'DESCRIBED.
 NH0964'
 NH0964'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NH0964
 NH0964                          STATION RECOVERY (1958)
 NH0964
 NH0964'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 NH0964'STATION DESTROYED.  IMMEDIATE AREA HAS BEEN LANDSCAPED FOR
 NH0964'CONSTRUCTION OF NEW HOUSE.
 NH0964'
 NH0964'REFERENCE MARK 1 IS INTACT.
 NH0964'
 NH0964'REFERENCE MARK 2 COULD NOT BE FOUND.  POSSIBLY FILLED OVER.
 NH0964'
 NH0964'AZIMUTH MARK RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NH0964
 NH0964                          STATION RECOVERY (1964)
 NH0964
 NH0964'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 NH0964'WITHOUT A DESCRIPTION BUT WITH THE HELP OF COUNTY ENGINEER,
 NH0964'MR. RENGUETTE, THE DISK OF NO. 1 REFERENCE MARK WAS RECLAIMED
 NH0964'FROM THE COMPLETELY UPROOTED MONUMENT, 13 JULY 1964.
 NH0964'
 NH0964'WITH A DESCRIPTION ON 29 SEPTEMBER 1964, EVIDENTLY THE STATION
 NH0964'AND NO. 2 REFERENCE MARKS HAVE BEEN DESTROYED.  THE AZIMUTH
 NH0964'MARK WAS RECOVERED IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 NH0964'DESCRIBED.
 NH0964'
 NH0964'ABOUT 2.5 MILES N ALONG NO. 45 U.S. HIGHWAY FROM THE CHURCH
 NH0964'AND CEMETERY AT NORTH CAPE CROSSROADS, THENCE 0.5 MILE E ON
 NH0964'NO. G COUNTY HWY. TO THE STATION SITE ON LEFT.
 NH0964'
 NH0964'AZIMUTH MARK IS ABOUT 0.15 MILE SSW OF THE TOP OF THE HILL,
 NH0964'10 FEET W OF CENTER LINE OF GRAVEL ROAD, 6-1/2 FEET S OF
 NH0964'CENTER OF NO. 452281 POWER POLE, A STANDARD DISK STAMPED
 NH0964'CAPE 1953 IS SET AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0401 ***********************************************************************
 PM0401  DESIGNATION -  CARLSVILLE
 PM0401  PID         -  PM0401
 PM0401  STATE/COUNTY-  WI/DOOR
 PM0401  USGS QUAD   -  INSTITUTE (1981)
 PM0401
 PM0401                         *CURRENT SURVEY CONTROL
 PM0401  ___________________________________________________________________
 PM0401* NAD 83(1991)-  44 57 05.35227(N)    087 18 44.83466(W)     ADJUSTED  
 PM0401* NAVD 88     -       252.     (meters)     827.     (feet)  SCALED    
 PM0401  ___________________________________________________________________
 PM0401  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 PM0401  GEOID HEIGHT-         -36.89  (meters)                     GEOID03
 PM0401
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0401
 PM0401.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0401.See file dsdata.txt to determine how the superseded data were derived.
 PM0401
 PM0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ7535377609(NAD 83)
 PM0401_MARKER: DS = TRIANGULATION STATION DISK
 PM0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 PN1004 ***********************************************************************
 PN1004  DESIGNATION -  CAROLINE
 PN1004  PID         -  PN1004
 PN1004  STATE/COUNTY-  WI/SHAWANO
 PN1004  USGS QUAD   -  MARION (1982)
 PN1004
 PN1004                         *CURRENT SURVEY CONTROL
 PN1004  ___________________________________________________________________
 PN1004* NAD 83(1991)-  44 41 59.40924(N)    088 53 00.68139(W)     ADJUSTED  
 PN1004* NAVD 88     -       355.     (meters)    1165.     (feet)  SCALED    
 PN1004  ___________________________________________________________________
 PN1004  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 PN1004  GEOID HEIGHT-         -36.18  (meters)                     GEOID03
 PN1004
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1004
 PN1004.The geoid height was determined by GEOID03.
 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     -   0.99995002  x   0.99994542  =   0.99989544
 PN1004!UTM  16      -   0.99995002  x   0.99987383  =   0.99982385
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1004.See file dsdata.txt to determine how the superseded data were derived.
 PN1004
 PN1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ5077651332(NAD 83)
 PN1004_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PN1004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1004
 PN1004  HISTORY     - Date     Condition        Report By
 PN1004  HISTORY     - 1954     MONUMENTED       CGS
 PN1004  HISTORY     - 1969     SEE DESCRIPTION  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 = OCTOBER  7, 2006
 PM0226 ***********************************************************************
 PM0226  DESIGNATION -  CARP
 PM0226  PID         -  PM0226
 PM0226  STATE/COUNTY-  WI/OCONTO
 PM0226  USGS QUAD   -  PENSAUKEE (1974)
 PM0226
 PM0226                         *CURRENT SURVEY CONTROL
 PM0226  ___________________________________________________________________
 PM0226* NAD 83(1986)-  44 49 22.     (N)    087 54 32.     (W)     SCALED    
 PM0226* NAVD 88     -       177.091  (meters)     581.01   (feet)  ADJUSTED  
 PM0226  ___________________________________________________________________
 PM0226  GEOID HEIGHT-         -36.42  (meters)                     GEOID03
 PM0226  DYNAMIC HT  -         177.073 (meters)     580.95  (feet)  COMP
 PM0226  MODELED GRAV-     980,515.6   (mgal)                       NAVD 88
 PM0226
 PM0226  VERT ORDER  -  FIRST     CLASS 0
 PM0226
 PM0226.The horizontal coordinates were scaled from a topographic map and have
 PM0226.an estimated accuracy of +/- 6 seconds.
 PM0226
 PM0226.The orthometric height was determined by differential leveling
 PM0226.and adjusted by the National Geodetic Survey in June 1991..
 PM0226
 PM0226.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 PM0226
 PM0226.No superseded survey control is available for this station.
 PM0226
 PM0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ281636(NAD 83)
 PM0226_MARKER: Z = SEE DESCRIPTION
 PM0226_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PM0226_SP_SET: 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 = OCTOBER  7, 2006
 NG0339 ***********************************************************************
 NG0339  DESIGNATION -  CARROLVILLE N BASE
 NG0339  PID         -  NG0339
 NG0339  STATE/COUNTY-  WI/MILWAUKEE
 NG0339  USGS QUAD   -  GREENDALE (1976)
 NG0339
 NG0339                         *CURRENT SURVEY CONTROL
 NG0339  ___________________________________________________________________
 NG0339* NAD 83(1991)-  42 55 43.94955(N)    087 55 00.87944(W)     ADJUSTED  
 NG0339* NAVD 88     -       230.318  (meters)     755.63   (feet)  ADJUSTED  
 NG0339  ___________________________________________________________________
 NG0339  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 NG0339  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 NG0339  DYNAMIC HT  -         230.255 (meters)     755.43  (feet)  COMP
 NG0339  MODELED GRAV-     980,341.0   (mgal)                       NAVD 88
 NG0339
 NG0339  HORZ ORDER  -  SECOND
 NG0339  VERT ORDER  -  FIRST     CLASS 0
 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
 NG0339.and adjusted by the National Geodetic Survey in June 1991..
 NG0339
 NG0339.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0339
 NG0339.The geoid height was determined by GEOID03.
 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;                    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     -   0.99996936  x   0.99996632  =   0.99993568
 NG0339!UTM  16      -   0.99996936  x   0.99966887  =   0.99963824
 NG0339
 NG0339:                Primary Azimuth Mark                     Grid Az
 NG0339:SPC WI S     -  LAKE ST STEPHENS CATHOLIC CH             035 24 17.4
 NG0339:UTM  16      -  LAKE ST STEPHENS CATHOLIC CH             037 27 38.4
 NG0339
 NG0339|---------------------------------------------------------------------|
 NG0339| PID    Reference Object                     Distance      Geod. Az  |
 NG0339|                                                           dddmmss.s |
 NG0339| NG0698 LAKE ST STEPHENS CATHOLIC CH        APPROX. 1.2 KM 0365010.1 |
 NG0339| NG0669 CUDAHY LAKESIDE POWER PLANT LARGE S APPROX. 7.2 KM 0430355.5 |
 NG0339| NG0673 CUDAHY MUNICIPAL TANK               APPROX. 5.4 KM 0564633.5 |
 NG0339| NG0674 S MILWAUKEE LADISH CO TALL STK      APPROX. 5.0 KM 0664229.6 |
 NG0339| NG0670 S MILWAUKEE MUNICIPAL TANK          APPROX. 4.6 KM 1150956.2 |
 NG0339| NG0667 CARROLVILLE UN FERTILIZ CO STK      APPROX. 8.0 KM 1332130.6 |
 NG0339| NG0675 CARROLVILLE US GLUE CO STACK        APPROX. 7.7 KM 1335852.8 |
 NG0339| NG0701 MILWAUKEE RADIO RANGE CEN MAST      APPROX. 2.9 KM 1394311.2 |
 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
 NG0339.Superseded values are not recommended for survey control.
 NG0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0339.See file dsdata.txt to determine how the superseded data were derived.
 NG0339
 NG0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2517853324(NAD 83)
 NG0339_MARKER: DS = TRIANGULATION STATION DISK
 NG0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NG0339_STAMPING: CARROLVILLE N BASE 1953
 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'STATION IS LOCATED ABOUT 7 MILES SOUTH OF THE CENTER OF MILWAUKEE, IN
 NG0339'THE SOUTHEAST SECTION OF LAKE,
 NG0339'ABOUT 0.05 MILE SOUTH OF COLLEGE AVENUE AND IS ON THE EAST SIDE OF
 NG0339'THE CHICAGO NORTH SHORE AND
 NG0339'MILWAUKEE RAILROAD ON PROPERTY OWNED BY MR. FRANK BRUST SR.  IT
 NG0339'IS 70 FEET NORTHEAST OF THE EAST RAIL OF
 NG0339'THE TRACKS, 56 FEET SOUTHWEST OF A LARGE WOOD
 NG0339'POLE WHICH IS USED AS PART OF AN AMATEUR RADIO RANGE, 9
 NG0339'FEET EAST OF A WHITE WITNESS POST
 NG0339'AND 8 FEET EAST OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS
 NG0339'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.  THE
 NG0339'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED CARROLVILLE N
 NG0339'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.  THE
 NG0339'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED CARROLVILLE N
 NG0339'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
 NG0339'EAST OF THE CENTER OF SOUTH 13TH. ST., 2 FEET NORTH OF A WHITE
 NG0339'WITNESS POST AND 1 FOOT WEST OF A
 NG0339'FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 NG0339'STAMPED CARROLVILLE N BASE 1953.
 NG0339'
 NG0339'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 38 (HOWELL
 NG0339'AVENUE) AND COUNTY HIGHWAY
 NG0339'ZZ (COLLEGE AVENUE) NEAR THE SOUTHWEST CORNER OF MITCHELL FIELD
 NG0339'AIRPORT, GO WEST ON COLLEGE AVENUE
 NG0339'FOR 0.35 MILE TO A SIDE ROAD LEFT JUST BEFORE REACHING AN
 NG0339'OVERPASS AT THE RAILROAD, TURN LEFT AND GO
 NG0339'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
 NG0339'STREET, TURN LEFT AND GO SOUTH FOR 0.1 MILE TO THE MARK ON THE LEFT,
 NG0339'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,
 NG0339'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
 NG0339'HAVE BEEN REMOVED, THE LARGE WOOD POLE USED AS PART OF A
 NG0339'AMATEUR RADIO RANGE HAS BEEN
 NG0339'REMOVED, THE WITNESS POST IS GONE, AND THE
 NG0339'FENCE HAS BEEN TORN DOWN WITH NO EVIDENCE OF
 NG0339'ITS FORMER LOCATION.
 NG0339'
 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 (RRG)
 NG0339'THE STATION, RM 1 AND 2 AND THE AZIMUTH MARK WERE ALL RECOVERED AND
 NG0339'IN GOOD CONDITION.
 NG0339'THE DESCRIPTION DATED
 NG0339'MAY 1964 IS ADEQUATE FOR RECOVERY.
 NG0339'
 NG0339'THE EXCEPTION IS THAT THE RAILROAD MENTIONED IN THE ORIGINAL
 NG0339'DESCRIPTION NO LONGER
 NG0339'REMAINS ALTHOUGH THE OLD RAILROAD BED IS VERY MUCH STILL
 NG0339'VISIBLE.
 NG0339'
 NG0339'ALL MARKS WITH THE EXCEPTION OF THE 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 (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 (1976)
 NG0339
 NG0339'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (RAZ)
 NG0339'CARROLVILLE N. BASE 1953 RECOVERED GOOD.
 NG0339'
 NG0339'CARROLVILLE N. BASE NO. 1, 1953 RECOVERED GOOD.
 NG0339'
 NG0339'CARROLVILLE N. BASE NO 2, 1953 RECOVERED GOOD.
 NG0339'
 NG0339'THE STATION AND REFERENCE MARKS ARE LOCATED AT THE TOP OF AN OLD
 NG0339'RAIL ROAD CUT AND COULD BE RE DESCRIBED AND PROTECTIVE SIGNS
 NG0339'POSTED.  THE AZIMUTH MARK WAS ALSO RECOVERED IN GOOD CONDITION,
 NG0339'HOWEVER FUTURE STREET CONSTRUCTION MAY OBLITERATE THE MARK.
 NG0339'
 NG0339'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7 MILES SOUTH OF
 NG0339'THE 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
 NG0339'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK IS NOT GROUND LEVEL
 NG0339'VISIBLE.  THE DISTANCE TO REFERENCE MARK 1 WAS SHORTER BY 0.02
 NG0339'FOOT AND REFERENCE MARK 2 WAS LONGER BY 0.02 FOOT.  THE DIRECTION
 NG0339'BETWEEN THE REFERENCE MARKS WAS 7 MINUTES AND 52 SECONDS SMALLER.
 NG0339'A NEW DESCRIPTION FOLLOWS--
 NG0339'
 NG0339'THE STATION IS LOCATED ABOUT 7 MILES SOUTH OF THE CENTER OF
 NG0339'MILWAUKEE, 0.05 MILE SOUTH OF COUNTY ROAD ZZ (COLLEGE AVENUE) ON A
 NG0339'HIGH ROAD BANK.  IT IS 85 FEET EAST OF THE CENTERLINE OF A PAVED
 NG0339'ROAD, 13 FEET SOUTHEAST OF A 6-INCH WILD CHERRY TREE, 10 FEET
 NG0339'EAST OF A FENCE, 13 FEET NORTHEAST OF ANOTHER 6-INCH WILD CHERRY
 NG0339'TREE AND 1 FOOT WEST OF A METAL WITNESS POST.  THE MARK IS FLUSH
 NG0339'AND THE DISK STAMPED CARROLVILLE N BASE 1953.
 NG0339'
 NG0339'REFERENCE MARK 1 IS 76 FEET EAST OF THE CENTERLINE OF THE ROAD, 69
 NG0339'FEET SOUTHEAST OF A METAL LIGHT STANDARD.  THE MARK IS FLUSH AND
 NG0339'THE DISK STAMPED CARROLVILLE N BASE NO 1 1953.
 NG0339'
 NG0339'REFERENCE MARK 2 IS 78 FEET EAST OF THE CENTERLINE OF THE ROAD, 2
 NG0339'FEET EAST OF THE FENCELINE.  THE MARK PROJECTS 2 INCHES AND THE DISK
 NG0339'IS STAMPED CARROLVILLE N BASE NO 2 1953.
 NG0339'
 NG0339'THE AZIMUTH MARK IS 39 FEET EAST OF THE CENTERLINE OF 13 TH STREET,
 NG0339'27 FEET SOUTHEAST OF POWER POLE 35-5 AND 1-FOOT SOUTH OF A METAL
 NG0339'WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK STAMPED
 NG0339'CARROLVILLE N BASE 1953.
 NG0339'
 NG0339'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94
 NG0339'AND COUNTY ROAD ZZ, GO EAST ON ROAD ZZ FOR 0.25 MILE TO INTERSECTION
 NG0339'OF 13 TH STREET.  CONTINUE EAST IN ZZ FOR 0.6 MILE TO A SIDE ROAD
 NG0339'RIGHT.  TURN RIGHT AND GO SOUTH ON A PAVED ROAD AT A SIGN
 NG0339'MILWAUKEE TECHNICAL COLLEGE FOR 0.1 MILE TO THE STATION ON THE
 NG0339'LEFT.
 NG0339'
 NG0339'TO REACH THE AZIMUTH MARK FROM HERE, GO SOUTH ON 13 TH STREET FOR
 NG0339'0.1 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 NG0339'
 NG0339'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES SOUTH OF
 NG0339'THE CENTER MILWAUKEE.
 NG0339'
 NG0339'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'MARK WAS FOUND USING GARMIN GPS72 WITH AN ACCURACY OF 19.1 FEET AT THE
 NG0339'FOLLOWING COORDINATES N42 55.733 W087 55.014.  ALTITUDE WAS 757 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0338 ***********************************************************************
 NG0338  DESIGNATION -  CARROLVILLE N BASE RM 2
 NG0338  PID         -  NG0338
 NG0338  STATE/COUNTY-  WI/MILWAUKEE
 NG0338  USGS QUAD   -  GREENDALE (1976)
 NG0338
 NG0338                         *CURRENT SURVEY CONTROL
 NG0338  ___________________________________________________________________
 NG0338* NAD 83(1986)-  42 55 42.     (N)    087 55 00.     (W)     SCALED    
 NG0338* NAVD 88     -       230.120  (meters)     754.99   (feet)  ADJUSTED  
 NG0338  ___________________________________________________________________
 NG0338  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 NG0338  DYNAMIC HT  -         230.057 (meters)     754.78  (feet)  COMP
 NG0338  MODELED GRAV-     980,341.0   (mgal)                       NAVD 88
 NG0338
 NG0338  VERT ORDER  -  FIRST     CLASS 0
 NG0338
 NG0338.The horizontal coordinates were scaled from a topographic map and have
 NG0338.an estimated accuracy of +/- 6 seconds.
 NG0338
 NG0338.The orthometric height was determined by differential leveling
 NG0338.and adjusted by the National Geodetic Survey in June 1991..
 NG0338
 NG0338.The geoid height was determined by GEOID03.
 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     -   105,250.      770,050.      MT  (+/- 180 meters Scaled)
 NG0338
 NG0338                          SUPERSEDED SURVEY CONTROL
 NG0338
 NG0338.No superseded survey control is available for this station.
 NG0338
 NG0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN251532(NAD 83)
 NG0338_MARKER: DR = REFERENCE MARK DISK
 NG0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NG0338_STAMPING: CARROLVILLE N BASE NO 2 1953
 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 = OCTOBER  7, 2006
 NG0340 ***********************************************************************
 NG0340  DESIGNATION -  CARROLVILLE N BASE RM 1
 NG0340  PID         -  NG0340
 NG0340  STATE/COUNTY-  WI/MILWAUKEE
 NG0340  USGS QUAD   -  GREENDALE (1976)
 NG0340
 NG0340                         *CURRENT SURVEY CONTROL
 NG0340  ___________________________________________________________________
 NG0340* NAD 83(1986)-  42 55 44.     (N)    087 55 00.     (W)     SCALED    
 NG0340* NAVD 88     -       229.824  (meters)     754.01   (feet)  ADJUSTED  
 NG0340  ___________________________________________________________________
 NG0340  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 NG0340  DYNAMIC HT  -         229.761 (meters)     753.81  (feet)  COMP
 NG0340  MODELED GRAV-     980,341.1   (mgal)                       NAVD 88
 NG0340
 NG0340  VERT ORDER  -  FIRST     CLASS 0
 NG0340
 NG0340.The horizontal coordinates were scaled from a topographic map and have
 NG0340.an estimated accuracy of +/- 6 seconds.
 NG0340
 NG0340.The orthometric height was determined by differential leveling
 NG0340.and adjusted by the National Geodetic Survey in June 1991..
 NG0340
 NG0340.The geoid height was determined by GEOID03.
 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     -   105,320.      770,050.      MT  (+/- 180 meters Scaled)
 NG0340
 NG0340                          SUPERSEDED SURVEY CONTROL
 NG0340
 NG0340.No superseded survey control is available for this station.
 NG0340
 NG0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN251533(NAD 83)
 NG0340_MARKER: DR = REFERENCE MARK DISK
 NG0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NG0340_STAMPING: CARROLVILLE N BASE NO 1 1953
 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'MARK WAS FOUND USING GARMIN GPS72 WITH AN ACCURACY OF 15 FEET AT THE
 NG0340'FOLLOWING COORDINATES N42 55.748 W087 55.022.  ALTITUDE WAS 752 FEET
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0678 ***********************************************************************
 NG0678  DESIGNATION -  CARROLVILLE S BASE
 NG0678  PID         -  NG0678
 NG0678  STATE/COUNTY-  WI/RACINE
 NG0678  USGS QUAD   -  RACINE NORTH (1971)
 NG0678
 NG0678                         *CURRENT SURVEY CONTROL
 NG0678  ___________________________________________________________________
 NG0678* NAD 83(1991)-  42 47 48.83148(N)    087 51 09.19982(W)     ADJUSTED  
 NG0678* NAVD 88     -       219.     (meters)     719.     (feet)  SCALED    
 NG0678  ___________________________________________________________________
 NG0678  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 NG0678  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 NG0678
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0678
 NG0678.The geoid height was determined by GEOID03.
 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     -   0.99997112  x   0.99998779  =   0.99995891
 NG0678!UTM  16      -   0.99997112  x   0.99965980  =   0.99963093
 NG0678
 NG0678:                Primary Azimuth Mark                     Grid Az
 NG0678:SPC WI S     -  WISCONSIN ELEC OAK CRK PWR STK           018 02 01.8
 NG0678:UTM  16      -  WISCONSIN ELEC OAK CRK PWR STK           020 05 19.0
 NG0678
 NG0678|---------------------------------------------------------------------|
 NG0678| PID    Reference Object                     Distance      Geod. Az  |
 NG0678|                                                           dddmmss.s |
 NG0678| NG0679 WISCONSIN ELEC OAK CRK PWR STK      APPROX. 5.8 KM 0193033.7 |
 NG0678| NG0628 RACINE RADIO STATION WRAC MAST      APPROX. 9.5 KM 1425203.9 |
 NG0678| CI8327 CARROLVILLE S BASE RM 1              22.947 METERS 15938     |
 NG0678| NG0686 FRANKSVILLE FRANKS KRAUT CO TK      APPROX. 6.9 KM 2271703.2 |
 NG0678| CI8326 CARROLVILLE S BASE AZ MK                           2311424.3 |
 NG0678| NG0684 CALEDONIA ST LOUIS CATH CH          APPROX. 7.8 KM 2784325.8 |
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0678.See file dsdata.txt to determine how the superseded data were derived.
 NG0678
 NG0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN3028138613(NAD 83)
 NG0678_MARKER: DS = TRIANGULATION STATION DISK
 NG0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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'STATION IS LOCATED ON THE NORTHEAST SIDE OF THE CHICAGO NORTH SHORE
 NG0678'AND MILWAUKEE RAILROAD COMPANY
 NG0678'RAILROAD TRACKS ABOUT 5-1/2 MILES SOUTH OF CARROLVILLE AND ABOUT 5
 NG0678'MILES NORTH OF RACINE.  IT IS 67
 NG0678'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE RAILROAD,
 NG0678'5 FEET NORTHWEST OF A WHITE WITNESS POST AND 2 FEET
 NG0678'SOUTHWEST OF A FENCE.  THE MARK
 NG0678'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED CARROLVILLE S. BASE
 NG0678'1953.
 NG0678'
 NG0678'REFERENCE MARK NO. 1 IS 67 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 NG0678'THE RAILROAD AND 1 FOOT
 NG0678'SOUTHWEST OF THE FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 NG0678'DISK IS STAMPED CARROLVILLE S.
 NG0678'BASE NO 1 1953.
 NG0678'
 NG0678'REFERENCE MARK NO. 2 IS 67 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 NG0678'THE RAILROAD AND 1 FOOT
 NG0678'SOUTHWEST OF THE FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 NG0678'DISK IS STAMPED CARROLVILLE S.
 NG0678'BASE NO 2 1953.
 NG0678'
 NG0678'AZIMUTH MARK IS 18 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 14 FEET
 NG0678'SOUTH OF THE CENTER OF A
 NG0678'DRIVEWAY AND 2 FEET SOUTH OF TELEPHONE POLE AND WHITE WITNESS POST.
 NG0678'THE MARK PROJECTS ABOUT 2 INCHES
 NG0678'AND THE DISK IS STAMPED CARROLVILLE S. BASE 1953.
 NG0678'
 NG0678'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 100 AND 32
 NG0678'IN CARROLVILLE, GO SOUTH ON
 NG0678'HIGHWAY 32 FOR 4.2 MILES TO THE JUNCTION OF STATE HIGHWAY 31.  TURN
 NG0678'RIGHT ON HIGHWAY 31 AND GO
 NG0678'1.15 MILES TO A GRAVEL CROSSROAD (FIVE MILE ROAD).  TURN
 NG0678'RIGHT ON GRAVEL ROAD AND GO WEST FOR 0.8 MILE
 NG0678'TO THE CROSSING OF THE CHICAGO NORTH
 NG0678'SHORE AND MILWAUKEE RAILROAD COMPANY TRACKS.  TURN LEFT AND GO
 NG0678'SOUTHEAST ALONG THE NORTHEAST
 NG0678'SIDE OF TRACKS FOR 0.1 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 NG0678'
 NG0678'TO REACH THE AZIMUTH MARK FROM THE CROSSING OF FIVE MILE ROAD AND THE
 NG0678'RAILROAD TRACKS, CONTINUE
 NG0678'WEST ON FIVE MILE ROAD FOR 0.05 MILE TO A GRAVEL CROSSROAD.  TURN
 NG0678'LEFT AND GO SOUTH ON GRAVEL ROAD
 NG0678'FOR 0.3 MILE TO A DRIVEWAY ON THE RIGHT AND THE MARK
 NG0678'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'STATION NOT OCCUPIED THIS SEASON.
 NG0678'
 NG0678'A SEARCH OF THE AREA WAS MADE AND THE STATION WAS NOT FOUND.  THE
 NG0678'AREA AROUND THE
 NG0678'STATION IS COVERED WITH HEAVY BRUSH.  THE RAILROAD TRACKS AND THE
 NG0678'WITNESS POST ARE GONE.
 NG0678'
 NG0678'REFERENCE MARKS AND AZIMUTH MARKS WERE 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 = OCTOBER  7, 2006
 QM0084 ***********************************************************************
 QM0084  DESIGNATION -  CARTER
 QM0084  PID         -  QM0084
 QM0084  STATE/COUNTY-  WI/FOREST
 QM0084  USGS QUAD   -  WABENO (1972)
 QM0084
 QM0084                         *CURRENT SURVEY CONTROL
 QM0084  ___________________________________________________________________
 QM0084* NAD 83(1991)-  45 22 56.93229(N)    088 37 33.30660(W)     ADJUSTED  
 QM0084* NAVD 88     -       452.097  (meters)    1483.25   (feet)  ADJUSTED  
 QM0084  ___________________________________________________________________
 QM0084  LAPLACE CORR-          -6.26  (seconds)                    DEFLEC99
 QM0084  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 QM0084  DYNAMIC HT  -         452.041 (meters)    1483.07  (feet)  COMP
 QM0084  MODELED GRAV-     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
 QM0084.and adjusted by the National Geodetic Survey in June 1991..
 QM0084
 QM0084.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0084
 QM0084.The geoid height was determined by GEOID03.
 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;                    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  =   0.99997309
 QM0084!SPC WI C     -   0.99993458  x   0.99997974  =   0.99991432
 QM0084!UTM  16      -   0.99993458  x   0.99979922  =   0.99973381
 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|---------------------------------------------------------------------|
 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
 QM0084.Superseded values are not recommended for survey control.
 QM0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0084.See file dsdata.txt to determine how the superseded data were derived.
 QM0084
 QM0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR7270826726(NAD 83)
 QM0084_MARKER: DS = TRIANGULATION STATION DISK
 QM0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0084
 QM0084  HISTORY     - Date     Condition        Report By
 QM0084  HISTORY     - 1921     MONUMENTED       CGS
 QM0084  HISTORY     - 1922     GOOD             NGS
 QM0084  HISTORY     - 1934     POOR             NGS
 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 NATIONAL 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 NATIONAL 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 = OCTOBER  7, 2006
 ON1127 ***********************************************************************
 ON1127  DESIGNATION -  CARTER
 ON1127  PID         -  ON1127
 ON1127  STATE/COUNTY-  WI/RICHLAND
 ON1127  USGS QUAD   -  WEST LIMA (1983)
 ON1127
 ON1127                         *CURRENT SURVEY CONTROL
 ON1127  ___________________________________________________________________
 ON1127* NAD 83(1991)-  43 30 36.31167(N)    090 32 25.27630(W)     ADJUSTED  
 ON1127* NAVD 88     -       396.6    (meters)    1301.     (feet)  VERTCON   
 ON1127  ___________________________________________________________________
 ON1127  LAPLACE CORR-          -6.14  (seconds)                    DEFLEC99
 ON1127  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 ON1127
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1127
 ON1127.The geoid height was determined by GEOID03.
 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     -   0.99994309  x   0.99993435  =   0.99987745
 ON1127!UTM  15      -   0.99994309  x   1.00008625  =   1.00002934
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1127.See file dsdata.txt to determine how the superseded data were derived.
 ON1127
 ON1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9881920401(NAD 83)
 ON1127_MARKER: DS = TRIANGULATION STATION DISK
 ON1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 QM0631 ***********************************************************************
 QM0631  DESIGNATION -  CARTER LOOKOUT
 QM0631  PID         -  QM0631
 QM0631  STATE/COUNTY-  WI/OCONTO
 QM0631  USGS QUAD   -  WABENO (1972)
 QM0631
 QM0631                         *CURRENT SURVEY CONTROL
 QM0631  ___________________________________________________________________
 QM0631* NAD 83(1991)-  45 22 36.39676(N)    088 38 18.52259(W)     ADJUSTED  
 QM0631* NAVD 88     -                                                        
 QM0631  ___________________________________________________________________
 QM0631  LAPLACE CORR-          -6.42  (seconds)                    DEFLEC99
 QM0631  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 QM0631
 QM0631  HORZ ORDER  -  THIRD
 QM0631
 QM0631.The horizontal coordinates were established by classical geodetic methods
 QM0631.and adjusted by the National Geodetic Survey in November 1991..
 QM0631
 QM0631
 QM0631.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0631
 QM0631.The geoid height was determined by GEOID03.
 QM0631
 QM0631;                    North         East     Units Scale Factor Converg.
 QM0631;SPC WI C     -   172,404.605   706,638.505   MT  0.99997886   +0 57 38.4
 QM0631;SPC WI C     -   565,630.77  2,318,363.16   sFT  0.99997886   +0 57 38.4
 QM0631;SPC WI N     -    24,266.677   706,644.786   MT  1.00003988   +0 58 55.8
 QM0631;SPC WI N     -    79,614.92  2,318,383.77   sFT  1.00003988   +0 58 55.8
 QM0631;UTM  16      - 5,026,112.657   371,712.194   MT  0.99980235   -1 09 58.8
 QM0631
 QM0631                          SUPERSEDED SURVEY CONTROL
 QM0631
 QM0631  NAD 83(1986)-  45 22 36.40260(N)    088 38 18.53807(W) AD(       ) 4
 QM0631  NAD 27      -  45 22 36.52200(N)    088 38 18.14300(W) AD(       ) 3
 QM0631
 QM0631.Superseded values are not recommended for survey control.
 QM0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0631.See file dsdata.txt to determine how the superseded data were derived.
 QM0631
 QM0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR7171226113(NAD 83)
 QM0631_MARKER: 57 = LOOKOUT TOWER
 QM0631
 QM0631  HISTORY     - Date     Condition        Report By
 QM0631  HISTORY     - 1934     FIRST OBSERVED   CGS
 QM0631  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 QM0631
 QM0631                          STATION DESCRIPTION
 QM0631
 QM0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QM0631'THIS STATION IS THE CENTER OF THE CARTER FIRE LOOKOUT TOWER
 QM0631'IN THE NICOLET NATIONAL FOREST.  IT IS A STANDARD SQUARE
 QM0631'SKELETON STEEL TOWER WITH AN ENCLOSED CABIN AT THE TOP.  IT
 QM0631'WAS ERECTED IN 1934.
 QM0631'
 QM0631'IT IS ABOUT 100 YARDS SOUTH OF THE FOREST-LANGLADE COUNTY
 QM0631'LINE, ABOUT 1-1/4 MILES SOUTHWEST OF CARTER, AND ABOUT 8 MILES
 QM0631'NORTHWEST BY HIGHWAY FROM LAKEWOOD, IN THE NE 1/4 NE 1/4 SEC.
 QM0631'5, T. 33 N., R. 15 E., AND ABOUT 1/4 MILE WEST OF STATE HIGHWAY
 QM0631'32.
 QM0631
 QM0631                          STATION RECOVERY (1999)
 QM0631
 QM0631'RECOVERY NOTE BY US POWER SQUADRON 1999
 QM0631'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0517 ***********************************************************************
 PM0517  DESIGNATION -  CASCO
 PM0517  PID         -  PM0517
 PM0517  STATE/COUNTY-  WI/KEWAUNEE
 PM0517  USGS QUAD   -  CASCO (1978)
 PM0517
 PM0517                         *CURRENT SURVEY CONTROL
 PM0517  ___________________________________________________________________
 PM0517* NAD 83(1991)-  44 32 42.95456(N)    087 35 17.93053(W)     ADJUSTED  
 PM0517* NAVD 88     -       241.     (meters)     791.     (feet)  SCALED    
 PM0517  ___________________________________________________________________
 PM0517  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 PM0517  GEOID HEIGHT-         -36.26  (meters)                     GEOID03
 PM0517
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0517
 PM0517.The geoid height was determined by GEOID03.
 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     -   0.99996790  x   0.99995729  =   0.99992519
 PM0517!UTM  16      -   0.99996790  x   0.99962686  =   0.99959478
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0517.See file dsdata.txt to determine how the superseded data were derived.
 PM0517
 PM0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5326732605(NAD 83)
 PM0517_MARKER: DS = TRIANGULATION STATION DISK
 PM0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 PM0521 ***********************************************************************
 PM0521  DESIGNATION -  CASCO HOLY TRINITY CATH CH
 PM0521  PID         -  PM0521
 PM0521  STATE/COUNTY-  WI/KEWAUNEE
 PM0521  USGS QUAD   -  CASCO (1978)
 PM0521
 PM0521                         *CURRENT SURVEY CONTROL
 PM0521  ___________________________________________________________________
 PM0521* NAD 83(1991)-  44 33 09.97981(N)    087 37 03.61830(W)     ADJUSTED  
 PM0521* NAVD 88     -                                                        
 PM0521  ___________________________________________________________________
 PM0521  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 PM0521  GEOID HEIGHT-         -36.26  (meters)                     GEOID03
 PM0521
 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
 PM0521.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0521
 PM0521.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 PM0521
 PM0521  NAD 83(1986)-  44 33 09.97151(N)    087 37 03.60521(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0521.See file dsdata.txt to determine how the superseded data were derived.
 PM0521
 PM0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5094133457(NAD 83)
 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 = OCTOBER  7, 2006
 ON1142 ***********************************************************************
 ON1142  DESIGNATION -  CASHTON CHURCH BELFRY
 ON1142  PID         -  ON1142
 ON1142  STATE/COUNTY-  WI/MONROE
 ON1142  USGS QUAD   -  WESTBY (1985)
 ON1142
 ON1142                         *CURRENT SURVEY CONTROL
 ON1142  ___________________________________________________________________
 ON1142* NAD 83(1991)-  43 44 46.26003(N)    090 46 36.85471(W)     ADJUSTED  
 ON1142* NAVD 88     -                                                        
 ON1142  ___________________________________________________________________
 ON1142  LAPLACE CORR-          -6.78  (seconds)                    DEFLEC99
 ON1142  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 ON1142
 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
 ON1142.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1142
 ON1142.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ON1142
 ON1142  NAD 83(1991)-  43 44 46.25923(N)    090 46 36.85454(W) AD(       ) 4
 ON1142  NAD 83(1986)-  43 44 46.25776(N)    090 46 36.85818(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1142.See file dsdata.txt to determine how the superseded data were derived.
 ON1142
 ON1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7899546084(NAD 83)
 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 = OCTOBER  7, 2006
 ON1143 ***********************************************************************
 ON1143  DESIGNATION -  CASHTON WATER TANK
 ON1143  PID         -  ON1143
 ON1143  STATE/COUNTY-  WI/MONROE
 ON1143  USGS QUAD   -  WESTBY (1985)
 ON1143
 ON1143                         *CURRENT SURVEY CONTROL
 ON1143  ___________________________________________________________________
 ON1143* NAD 83(1991)-  43 44 37.81201(N)    090 46 50.30585(W)     ADJUSTED  
 ON1143* NAVD 88     -                                                        
 ON1143  ___________________________________________________________________
 ON1143  LAPLACE CORR-          -6.83  (seconds)                    DEFLEC99
 ON1143  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 ON1143
 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
 ON1143.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1143
 ON1143.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 ON1143
 ON1143  NAD 83(1991)-  43 44 37.81119(N)    090 46 50.30569(W) AD(       ) 4
 ON1143  NAD 83(1986)-  43 44 37.80972(N)    090 46 50.30927(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1143.See file dsdata.txt to determine how the superseded data were derived.
 ON1143
 ON1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7870145816(NAD 83)
 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 = OCTOBER  7, 2006
 PN1183 ***********************************************************************
 PN1183  DESIGNATION -  CASIMIR
 PN1183  PID         -  PN1183
 PN1183  STATE/COUNTY-  WI/PORTAGE
 PN1183  USGS QUAD   -  STEVENS POINT (1991)
 PN1183
 PN1183                         *CURRENT SURVEY CONTROL
 PN1183  ___________________________________________________________________
 PN1183* NAD 83(1991)-  44 35 44.02063(N)    089 36 45.92329(W)     ADJUSTED  
 PN1183* NAVD 88     -       358.7    (meters)    1177.     (feet)  VERTCON   
 PN1183  ___________________________________________________________________
 PN1183  LAPLACE CORR-          -5.86  (seconds)                    DEFLEC99
 PN1183  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 PN1183
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1183
 PN1183.The geoid height was determined by GEOID03.
 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     -   0.99994935  x   0.99995264  =   0.99990199
 PN1183!UTM  16      -   0.99994935  x   1.00012885  =   1.00007819
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1183.See file dsdata.txt to determine how the superseded data were derived.
 PN1183
 PN1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ9263041345(NAD 83)
 PN1183_MARKER: DH = HORIZONTAL CONTROL DISK
 PN1183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1183_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PN1183_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 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,
 PN1183'7 MILES EAST OF JUNCTION CITY AND 6-1/2 MILES NORTH-NORTHWEST OF
 PN1183'STEVENS POINT.
 PN1183'OWNERSHIP--STATE OF WISCONSIN, ON ROAD RIGHT-OF-WAY.
 PN1183'
 PN1183'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND
 PN1183'STATE HIGHWAY 66 ON THE EAST SIDE OF STEVENS POINT, GO NORTH ON
 PN1183'HIGHWAY 51 FOR 5.1 MILES TO THE AZIMUTH MARK ON THE LEFT.
 PN1183'CONTINUE NORTH ON HIGHWAY 51 FOR 0.1 MILE TO THE EXIT FOR COUNTY
 PN1183'ROUTE X.  TAKE THIS EXIT AND GO 0.15 MILE TO COUNTY ROUTE X AND
 PN1183'THE STATION AS DESCRIBED.
 PN1183'
 PN1183'THE STATION IS A STANDARD NGS DISK
 PN1183'STAMPED---CASIMIR 1980---,
 PN1183'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN1183'FLUSH WITH GROUND.  IT IS LOCATED
 PN1183'38.7 METERS (127 FT) SOUTHWEST FROM THE CENTER OF THE ENTRANCE
 PN1183'RAMP TO U.S. HIGHWAY 51 NORTH,
 PN1183'8.5 METERS (28 FT) NORTHWEST FROM THE CENTER OF COUNTY ROUTE X AND
 PN1183'6.4 METERS (21 FT) NORTHEAST FROM THE SOUTH LEG OF A STEVENS
 PN1183'POINT SIGN.
 PN1183'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 PN1183'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
 PN1183'STAMPED---CASIMIR NO 1 1980---,
 PN1183'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN1183'RECESSED 4 CM BELOW THE GROUND.  IT IS LOCATED
 PN1183'6.4 METERS (21 FT) SOUTHEAST FROM THE CENTER OF COUNTY ROUTE X AND
 PN1183'1.19 METERS (3.9 FT) SOUTHWEST FROM A METAL WITNESS POST.
 PN1183'MARK IS LEVEL WITH STATION.
 PN1183'
 PN1183'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 PN1183'STAMPED---CASIMIR NO 2 1980---,
 PN1183'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN1183'FLUSH WITH GROUND.  IT IS LOCATED
 PN1183'25.6 METERS (84 FT) NORTHEAST FROM THE NORTH ABUTMENT OF AN
 PN1183'OVERPASS BRIDGE OVER U.S. HIGHWAY 51,
 PN1183'10.1 METERS (33 FT) NORTHWEST FROM THE CENTER OF COUNTY ROUTE X
 PN1183'AND
 PN1183'4.2 METERS (13.7 FT) NORTH FROM A METAL WITNESS POST.
 PN1183'MARK IS BELOW STATION 0.5 METERS.
 PN1183'
 PN1183'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 PN1183'STAMPED---CASIMIR 1980---,
 PN1183'SET INTO A ROCK OUTCROP OF 1.5 METERS LARGEST DIMENSION.  IT IS
 PN1183'LOCATED
 PN1183'18 METERS (59 FT) SOUTHWEST FROM THE CENTER OF THE SOUTH BOUND
 PN1183'LANE OF U.S. HIGHWAY 51 AND
 PN1183'3.14 METERS (10.3 FT) EAST FROM A METAL WITNESS POST.
 PN1183'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 PN1183'STAMPED---CASIMIR 1980---, SET INTO THE TOP OF AN IRREGULAR
 PN1183'MASS OF CONCRETE ABOUT 1.0 METERS 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 = OCTOBER  7, 2006
 PN1182 ***********************************************************************
 PN1182  DESIGNATION -  CASIMIR AZ MK
 PN1182  PID         -  PN1182
 PN1182  STATE/COUNTY-  WI/PORTAGE
 PN1182  USGS QUAD   -  STEVENS POINT (1991)
 PN1182
 PN1182                         *CURRENT SURVEY CONTROL
 PN1182  ___________________________________________________________________
 PN1182* NAD 83(1991)-  44 35 25.75257(N)    089 36 41.62853(W)     ADJUSTED  
 PN1182* NAVD 88     -       347.4    (meters)    1140.     (feet)  VERTCON   
 PN1182  ___________________________________________________________________
 PN1182  LAPLACE CORR-          -5.69  (seconds)                    DEFLEC99
 PN1182  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 PN1182
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1182
 PN1182.The geoid height was determined by GEOID03.
 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     -   0.99995112  x   0.99995307  =   0.99990419
 PN1182!UTM  16      -   0.99995112  x   1.00012846  =   1.00007957
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1182.See file dsdata.txt to determine how the superseded data were derived.
 PN1182
 PN1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ9270740778(NAD 83)
 PN1182_MARKER: DZ = AZIMUTH MARK DISK
 PN1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 NJ0959 ***********************************************************************
 NJ0959  DESIGNATION -  CASS
 NJ0959  PID         -  NJ0959
 NJ0959  STATE/COUNTY-  WI/GRANT
 NJ0959  USGS QUAD   -  CASSVILLE (1976)
 NJ0959
 NJ0959                         *CURRENT SURVEY CONTROL
 NJ0959  ___________________________________________________________________
 NJ0959* NAD 83(1991)-  42 43 18.32368(N)    090 54 13.33361(W)     ADJUSTED  
 NJ0959* NAVD 88     -       294.     (meters)     965.     (feet)  SCALED    
 NJ0959  ___________________________________________________________________
 NJ0959  LAPLACE CORR-          -4.86  (seconds)                    DEFLEC99
 NJ0959  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 NJ0959
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0959
 NJ0959.The geoid height was determined by GEOID03.
 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;SPC IA N     - 1,138,973.694 1,712,612.311   MT  0.99994581   +1 45 34.7
 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     -   0.99995894  x   1.00000235  =   0.99996129
 NJ0959!SPC IA N     -   0.99995894  x   0.99994581  =   0.99990475
 NJ0959!UTM  15      -   0.99995894  x   0.99996245  =   0.99992139
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0959.See file dsdata.txt to determine how the superseded data were derived.
 NJ0959
 NJ0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH7163832048(NAD 83)
 NJ0959_MARKER: DS = TRIANGULATION STATION DISK
 NJ0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 DH5096 ***********************************************************************
 DH5096  DESIGNATION -  CASSELL S GPS
 DH5096  PID         -  DH5096
 DH5096  STATE/COUNTY-  WI/SAUK
 DH5096  USGS QUAD   -  ARENA (1981)
 DH5096
 DH5096                         *CURRENT SURVEY CONTROL
 DH5096  ___________________________________________________________________
 DH5096* NAD 83(1997)-  43 12 07.32409(N)    089 53 20.44129(W)     ADJUSTED  
 DH5096* NAVD 88     -                                                        
 DH5096  ___________________________________________________________________
 DH5096  X           -       9,020.664 (meters)                     COMP
 DH5096  Y           -  -4,656,745.293 (meters)                     COMP
 DH5096  Z           -   4,344,018.654 (meters)                     COMP
 DH5096  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 DH5096  ELLIP HEIGHT-         188.02  (meters)          (08/01/05) GPS OBS
 DH5096  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 DH5096
 DH5096  HORZ ORDER  -  FIRST
 DH5096  ELLP ORDER  -  SECOND    CLASS I
 DH5096
 DH5096.The horizontal coordinates were established by GPS observations
 DH5096.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5096
 DH5096
 DH5096.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5096
 DH5096.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5096
 DH5096.The ellipsoidal height was determined by GPS observations
 DH5096.and is referenced to NAD 83.
 DH5096
 DH5096.The geoid height was determined by GEOID03.
 DH5096
 DH5096;                    North         East     Units Scale Factor Converg.
 DH5096;SPC WI S     -   133,540.288   609,019.847   MT  0.99993856   +0 04 34.5
 DH5096;SPC WI S     -   438,123.43  1,998,092.61   sFT  0.99993856   +0 04 34.5
 DH5096;UTM  16      - 4,787,303.461   265,288.039   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                          SUPERSEDED SURVEY CONTROL
 DH5096
 DH5096.No superseded survey control is available for this station.
 DH5096
 DH5096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN6528887303(NAD 83)
 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 - 2004
 DH5096
 DH5096  HISTORY     - Date     Condition        Report By
 DH5096  HISTORY     - 2004     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5034 ***********************************************************************
 DH5034  DESIGNATION -  CASSVILLE GPS
 DH5034  PID         -  DH5034
 DH5034  STATE/COUNTY-  WI/GRANT
 DH5034  USGS QUAD   -  CASSVILLE (1976)
 DH5034
 DH5034                         *CURRENT SURVEY CONTROL
 DH5034  ___________________________________________________________________
 DH5034* NAD 83(1997)-  42 42 57.42406(N)    090 55 52.88633(W)     ADJUSTED  
 DH5034* NAVD 88     -                                                        
 DH5034  ___________________________________________________________________
 DH5034  X           -     -76,292.374 (meters)                     COMP
 DH5034  Y           -  -4,692,985.153 (meters)                     COMP
 DH5034  Z           -   4,304,544.956 (meters)                     COMP
 DH5034  LAPLACE CORR-          -4.81  (seconds)                    DEFLEC99
 DH5034  ELLIP HEIGHT-         256.94  (meters)          (08/01/05) GPS OBS
 DH5034  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 DH5034
 DH5034  HORZ ORDER  -  FIRST
 DH5034  ELLP ORDER  -  SECOND    CLASS I
 DH5034
 DH5034.The horizontal coordinates were established by GPS observations
 DH5034.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5034
 DH5034
 DH5034.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5034
 DH5034.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5034
 DH5034.The ellipsoidal height was determined by GPS observations
 DH5034.and is referenced to NAD 83.
 DH5034
 DH5034.The geoid height was determined by GEOID03.
 DH5034
 DH5034;                    North         East     Units Scale Factor Converg.
 DH5034;SPC WI S     -    79,962.284   523,708.650   MT  1.00000355   -0 38 23.8
 DH5034;SPC WI S     -   262,342.93  1,718,200.80   sFT  1.00000355   -0 38 23.8
 DH5034;UTM  15      - 4,731,347.257   669,389.260   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  =   0.99991272
 DH5034
 DH5034                          SUPERSEDED SURVEY CONTROL
 DH5034
 DH5034.No superseded survey control is available for this station.
 DH5034
 DH5034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH6938931347(NAD 83)
 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 - December 27, 2005
 DH5034
 DH5034  HISTORY     - Date     Condition        Report By
 DH5034  HISTORY     - 2003     MONUMENTED       WIDT
 DH5034  HISTORY     - 20051227 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0960 ***********************************************************************
 NJ0960  DESIGNATION -  CASSVILLE RAD STA KSB 631 MAST
 NJ0960  PID         -  NJ0960
 NJ0960  STATE/COUNTY-  WI/GRANT
 NJ0960  USGS QUAD   -  CASSVILLE (1976)
 NJ0960
 NJ0960                         *CURRENT SURVEY CONTROL
 NJ0960  ___________________________________________________________________
 NJ0960* NAD 83(1991)-  42 44 02.10168(N)    090 57 47.09223(W)     ADJUSTED  
 NJ0960* NAVD 88     -                                                        
 NJ0960  ___________________________________________________________________
 NJ0960  LAPLACE CORR-          -5.09  (seconds)                    DEFLEC99
 NJ0960  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 NJ0960
 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
 NJ0960.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0960
 NJ0960.The geoid height was determined by GEOID03.
 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;SPC IA N     - 1,140,176.273 1,707,710.806   MT  0.99994603   +1 43 09.8
 NJ0960;UTM  15      - 4,733,279.193   666,743.343   MT  0.99994207   +1 22 57.2
 NJ0960
 NJ0960                          SUPERSEDED SURVEY CONTROL
 NJ0960
 NJ0960  NAD 83(1991)-  42 44 02.09624(N)    090 57 47.08709(W) AD(       ) 4
 NJ0960  NAD 83(1986)-  42 44 02.09400(N)    090 57 47.08914(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0960.See file dsdata.txt to determine how the superseded data were derived.
 NJ0960
 NJ0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH6674333279(NAD 83)
 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 = OCTOBER  7, 2006
 DH5035 ***********************************************************************
 DH5035  DESIGNATION -  CASSVILLE W GPS
 DH5035  PID         -  DH5035
 DH5035  STATE/COUNTY-  WI/GRANT
 DH5035  USGS QUAD   -  GUTTENBERG (1978)
 DH5035
 DH5035                         *CURRENT SURVEY CONTROL
 DH5035  ___________________________________________________________________
 DH5035* NAD 83(1997)-  42 45 07.63058(N)    091 00 10.84141(W)     ADJUSTED  
 DH5035* NAVD 88     -                                                        
 DH5035  ___________________________________________________________________
 DH5035  X           -     -82,113.755 (meters)                     COMP
 DH5035  Y           -  -4,690,166.551 (meters)                     COMP
 DH5035  Z           -   4,307,502.423 (meters)                     COMP
 DH5035  LAPLACE CORR-          -5.24  (seconds)                    DEFLEC99
 DH5035  ELLIP HEIGHT-         266.04  (meters)          (08/01/05) GPS OBS
 DH5035  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 DH5035
 DH5035  HORZ ORDER  -  FIRST
 DH5035  ELLP ORDER  -  SECOND    CLASS I
 DH5035
 DH5035.The horizontal coordinates were established by GPS observations
 DH5035.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5035
 DH5035
 DH5035.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5035
 DH5035.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5035
 DH5035.The ellipsoidal height was determined by GPS observations
 DH5035.and is referenced to NAD 83.
 DH5035
 DH5035.The geoid height was determined by GEOID03.
 DH5035
 DH5035;                    North         East     Units Scale Factor Converg.
 DH5035;SPC WI S     -    84,047.938   517,887.757   MT  0.99999627   -0 41 21.0
 DH5035;SPC WI S     -   275,747.28  1,699,103.42   sFT  0.99999627   -0 41 21.0
 DH5035;UTM  15      - 4,735,222.436   663,426.679   MT  0.99992859   +1 21 21.3
 DH5035
 DH5035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5035!SPC WI S     -   0.99995828  x   0.99999627  =   0.99995455
 DH5035!UTM  15      -   0.99995828  x   0.99992859  =   0.99988687
 DH5035
 DH5035                          SUPERSEDED SURVEY CONTROL
 DH5035
 DH5035.No superseded survey control is available for this station.
 DH5035
 DH5035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH6342735222(NAD 83)
 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 - December 27, 2005
 DH5035
 DH5035  HISTORY     - Date     Condition        Report By
 DH5035  HISTORY     - 2003     MONUMENTED       WIDT
 DH5035  HISTORY     - 20051227 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0600 ***********************************************************************
 PO0600  DESIGNATION -  CASTLE
 PO0600  PID         -  PO0600
 PO0600  STATE/COUNTY-  WI/JACKSON
 PO0600  USGS QUAD   -  BLACK RIVER FALLS (1984)
 PO0600
 PO0600                         *CURRENT SURVEY CONTROL
 PO0600  ___________________________________________________________________
 PO0600* NAD 83(1991)-  44 16 47.51688(N)    090 49 18.52611(W)     ADJUSTED  
 PO0600* NAVD 88     -       337.7    (meters)    1108.     (feet)  VERTCON   
 PO0600  ___________________________________________________________________
 PO0600  LAPLACE CORR-          -8.12  (seconds)                    DEFLEC99
 PO0600  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 PO0600
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0600
 PO0600.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0600.See file dsdata.txt to determine how the superseded data were derived.
 PO0600
 PO0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK7381205265(NAD 83)
 PO0600_MARKER: DD = SURVEY DISK
 PO0600_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  7, 2006
 ON1081 ***********************************************************************
 ON1081  DESIGNATION -  CASTLE RESET
 ON1081  PID         -  ON1081
 ON1081  STATE/COUNTY-  WI/GRANT
 ON1081  USGS QUAD   -  CASTLE ROCK (1983)
 ON1081
 ON1081                         *CURRENT SURVEY CONTROL
 ON1081  ___________________________________________________________________
 ON1081* NAD 83(1991)-  43 03 28.25821(N)    090 34 02.97249(W)     ADJUSTED  
 ON1081* NAVD 88     -       349.     (meters)    1145.     (feet)  SCALED    
 ON1081  ___________________________________________________________________
 ON1081  LAPLACE CORR-          -6.00  (seconds)                    DEFLEC99
 ON1081  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 ON1081
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1081
 ON1081.The geoid height was determined by GEOID03.
 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     -   0.99995047  x   0.99995041  =   0.99990088
 ON1081!UTM  15      -   0.99995047  x   1.00008273  =   1.00003319
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1081.See file dsdata.txt to determine how the superseded data were derived.
 ON1081
 ON1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9808870111(NAD 83)
 ON1081_MARKER: DS = TRIANGULATION STATION DISK
 ON1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 ON1156 ***********************************************************************
 ON1156  DESIGNATION -  CASTLE ROCK
 ON1156  PID         -  ON1156
 ON1156  STATE/COUNTY-  WI/MONROE
 ON1156  USGS QUAD   -  SPARTA (1983)
 ON1156
 ON1156                         *CURRENT SURVEY CONTROL
 ON1156  ___________________________________________________________________
 ON1156* NAD 83(1991)-  43 59 16.66876(N)    090 51 47.67850(W)     ADJUSTED  
 ON1156* NAVD 88     -       407.     (meters)    1335.     (feet)  SCALED    
 ON1156  ___________________________________________________________________
 ON1156  LAPLACE CORR-          -8.65  (seconds)                    DEFLEC99
 ON1156  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 ON1156
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1156
 ON1156.The geoid height was determined by GEOID03.
 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;SPC WI C     -    17,550.553   530,745.648   MT  1.00005984   -0 36 32.7
 ON1156;SPC WI C     -    57,580.44  1,741,288.01   sFT  1.00005984   -0 36 32.7
 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     -   0.99994134  x   0.99998496  =   0.99992630
 ON1156!SPC WI C     -   0.99994134  x   1.00005984  =   1.00000118
 ON1156!UTM  15      -   0.99994134  x   0.99996112  =   0.99990247
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1156.See file dsdata.txt to determine how the superseded data were derived.
 ON1156
 ON1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7134972756(NAD 83)
 ON1156_MARKER: DD = SURVEY DISK
 ON1156_SETTING: 0 = UNSPECIFIED SETTING
 ON1156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON1156
 ON1156  HISTORY     - Date     Condition        Report By
 ON1156  HISTORY     - 1930     MONUMENTED       USGS
 ON1156  HISTORY     - 1969     MARK NOT FOUND   CGS
 ON1156
 ON1156                          STATION DESCRIPTION
 ON1156
 ON1156'DESCRIBED BY US GEOLOGICAL 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 = OCTOBER  7, 2006
 DH5289 ***********************************************************************
 DH5289  DESIGNATION -  CASTLE ROCK C GPS
 DH5289  PID         -  DH5289
 DH5289  STATE/COUNTY-  WI/GRANT
 DH5289  USGS QUAD   -  CASTLE ROCK (1983)
 DH5289
 DH5289                         *CURRENT SURVEY CONTROL
 DH5289  ___________________________________________________________________
 DH5289* NAD 83(1997)-  43 03 57.28191(N)    090 30 06.46707(W)     ADJUSTED  
 DH5289* NAVD 88     -                                                        
 DH5289  ___________________________________________________________________
 DH5289  X           -     -40,874.684 (meters)                     COMP
 DH5289  Y           -  -4,667,006.291 (meters)                     COMP
 DH5289  Z           -   4,333,068.038 (meters)                     COMP
 DH5289  LAPLACE CORR-          -5.06  (seconds)                    DEFLEC99
 DH5289  ELLIP HEIGHT-         313.29  (meters)          (08/01/05) GPS OBS
 DH5289  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 DH5289
 DH5289  HORZ ORDER  -  FIRST
 DH5289  ELLP ORDER  -  SECOND    CLASS I
 DH5289
 DH5289.The horizontal coordinates were established by GPS observations
 DH5289.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5289
 DH5289
 DH5289.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5289
 DH5289.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5289
 DH5289.The ellipsoidal height was determined by GPS observations
 DH5289.and is referenced to NAD 83.
 DH5289
 DH5289.The geoid height was determined by GEOID03.
 DH5289
 DH5289;                    North         East     Units Scale Factor Converg.
 DH5289;SPC WI S     -   118,535.499   559,129.106   MT  0.99994958   -0 20 41.2
 DH5289;SPC WI S     -   388,895.22  1,834,409.41   sFT  0.99994958   -0 20 41.2
 DH5289;UTM  15      - 4,771,163.300   703,411.123   MT  1.00010903   +1 42 23.2
 DH5289
 DH5289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5289!SPC WI S     -   0.99995087  x   0.99994958  =   0.99990045
 DH5289!UTM  15      -   0.99995087  x   1.00010903  =   1.00005990
 DH5289
 DH5289                          SUPERSEDED SURVEY CONTROL
 DH5289
 DH5289.No superseded survey control is available for this station.
 DH5289
 DH5289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH0341171163(NAD 83)
 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 - 2003
 DH5289
 DH5289  HISTORY     - Date     Condition        Report By
 DH5289  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5293 ***********************************************************************
 DH5293  DESIGNATION -  CASTLE ROCK GPS
 DH5293  PID         -  DH5293
 DH5293  STATE/COUNTY-  WI/GRANT
 DH5293  USGS QUAD   -  CASTLE ROCK (1983)
 DH5293
 DH5293                         *CURRENT SURVEY CONTROL
 DH5293  ___________________________________________________________________
 DH5293* NAD 83(1997)-  43 03 28.08752(N)    090 34 02.40414(W)     ADJUSTED  
 DH5293* NAVD 88     -                                                        
 DH5293  ___________________________________________________________________
 DH5293  X           -     -46,219.143 (meters)                     COMP
 DH5293  Y           -  -4,667,573.294 (meters)                     COMP
 DH5293  Z           -   4,332,411.340 (meters)                     COMP
 DH5293  LAPLACE CORR-          -6.00  (seconds)                    DEFLEC99
 DH5293  ELLIP HEIGHT-         315.58  (meters)          (08/01/05) GPS OBS
 DH5293  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 DH5293
 DH5293  HORZ ORDER  -  FIRST
 DH5293  ELLP ORDER  -  SECOND    CLASS I
 DH5293
 DH5293.The horizontal coordinates were established by GPS observations
 DH5293.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5293
 DH5293
 DH5293.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5293
 DH5293.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5293
 DH5293.The ellipsoidal height was determined by GPS observations
 DH5293.and is referenced to NAD 83.
 DH5293
 DH5293.The geoid height was determined by GEOID03.
 DH5293
 DH5293;                    North         East     Units Scale Factor Converg.
 DH5293;SPC WI S     -   117,668.863   553,785.033   MT  0.99995041   -0 23 23.3
 DH5293;SPC WI S     -   386,051.93  1,816,876.40   sFT  0.99995041   -0 23 23.3
 DH5293;UTM  15      - 4,770,105.784   698,100.720   MT  1.00008280   +1 39 41.1
 DH5293
 DH5293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5293!SPC WI S     -   0.99995051  x   0.99995041  =   0.99990092
 DH5293!UTM  15      -   0.99995051  x   1.00008280  =   1.00003331
 DH5293
 DH5293                          SUPERSEDED SURVEY CONTROL
 DH5293
 DH5293.No superseded survey control is available for this station.
 DH5293
 DH5293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9810170106(NAD 83)
 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 - 2003
 DH5293
 DH5293  HISTORY     - Date     Condition        Report By
 DH5293  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5291 ***********************************************************************
 DH5291  DESIGNATION -  CASTLE ROCK N GPS
 DH5291  PID         -  DH5291
 DH5291  STATE/COUNTY-  WI/GRANT
 DH5291  USGS QUAD   -  CASTLE ROCK (1983)
 DH5291
 DH5291                         *CURRENT SURVEY CONTROL
 DH5291  ___________________________________________________________________
 DH5291* NAD 83(1997)-  43 07 06.47417(N)    090 31 47.28018(W)     ADJUSTED  
 DH5291* NAVD 88     -                                                        
 DH5291  ___________________________________________________________________
 DH5291  X           -     -43,117.950 (meters)                     COMP
 DH5291  Y           -  -4,662,902.857 (meters)                     COMP
 DH5291  Z           -   4,337,243.527 (meters)                     COMP
 DH5291  LAPLACE CORR-          -5.61  (seconds)                    DEFLEC99
 DH5291  ELLIP HEIGHT-         184.19  (meters)          (08/01/05) GPS OBS
 DH5291  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 DH5291
 DH5291  HORZ ORDER  -  FIRST
 DH5291  ELLP ORDER  -  SECOND    CLASS I
 DH5291
 DH5291.The horizontal coordinates were established by GPS observations
 DH5291.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5291
 DH5291
 DH5291.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5291
 DH5291.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5291
 DH5291.The ellipsoidal height was determined by GPS observations
 DH5291.and is referenced to NAD 83.
 DH5291
 DH5291.The geoid height was determined by GEOID03.
 DH5291
 DH5291;                    North         East     Units Scale Factor Converg.
 DH5291;SPC WI S     -   124,387.577   556,885.354   MT  0.99994466   -0 21 50.5
 DH5291;SPC WI S     -   408,094.91  1,827,048.03   sFT  0.99994466   -0 21 50.5
 DH5291;UTM  15      - 4,776,932.178   700,958.874   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  =   1.00006793
 DH5291
 DH5291                          SUPERSEDED SURVEY CONTROL
 DH5291
 DH5291.No superseded survey control is available for this station.
 DH5291
 DH5291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH0095976932(NAD 83)
 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 - 2003
 DH5291
 DH5291  HISTORY     - Date     Condition        Report By
 DH5291  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0588 ***********************************************************************
 PO0588  DESIGNATION -  CATARACT LOT
 PO0588  PID         -  PO0588
 PO0588  STATE/COUNTY-  WI/MONROE
 PO0588  USGS QUAD   -  CATARACT (1983)
 PO0588
 PO0588                         *CURRENT SURVEY CONTROL
 PO0588  ___________________________________________________________________
 PO0588* NAD 83(1991)-  44 01 23.99185(N)    090 49 17.87599(W)     ADJUSTED  
 PO0588* NAVD 88     -                                                        
 PO0588  ___________________________________________________________________
 PO0588  LAPLACE CORR-          -8.53  (seconds)                    DEFLEC99
 PO0588  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 PO0588
 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
 PO0588.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0588
 PO0588.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 PO0588
 PO0588  NAD 83(1991)-  44 01 23.99197(N)    090 49 17.87577(W) AD(       ) 4
 PO0588  NAD 83(1986)-  44 01 23.98831(N)    090 49 17.88159(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0588.See file dsdata.txt to determine how the superseded data were derived.
 PO0588
 PO0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7458276771(NAD 83)
 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 = OCTOBER  7, 2006
 QN0143 ***********************************************************************
 QN0143  DESIGNATION -  CATAWBA
 QN0143  PID         -  QN0143
 QN0143  STATE/COUNTY-  WI/PRICE
 QN0143  USGS QUAD   -  KENNAN (1971)
 QN0143
 QN0143                         *CURRENT SURVEY CONTROL
 QN0143  ___________________________________________________________________
 QN0143* NAD 83(1991)-  45 31 59.95342(N)    090 32 57.49999(W)     ADJUSTED  
 QN0143* NAVD 88     -       461.741  (meters)    1514.90   (feet)  ADJUSTED  
 QN0143  ___________________________________________________________________
 QN0143  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 QN0143  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 QN0143  DYNAMIC HT  -         461.721 (meters)    1514.83  (feet)  COMP
 QN0143  MODELED GRAV-     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
 QN0143.and adjusted by the National Geodetic Survey in June 1991..
 QN0143
 QN0143.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0143
 QN0143.The geoid height was determined by GEOID03.
 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;                    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     -   0.99993238  x   1.00000622  =   0.99993860
 QN0143!SPC WI C     -   0.99993238  x   1.00000652  =   0.99993890
 QN0143!UTM  15      -   0.99993238  x   1.00005019  =   0.99998257
 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  NGVD 29 (??/??/92)  461.734  (m)         1514.87   (f) ADJ UNCH    1 2
 QN0143
 QN0143.Superseded values are not recommended for survey control.
 QN0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0143.See file dsdata.txt to determine how the superseded data were derived.
 QN0143
 QN0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL9135145120(NAD 83)
 QN0143_MARKER: DS = TRIANGULATION STATION DISK
 QN0143_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QN0143_SP_SET: CONCRETE BLOCK
 QN0143_STAMPING: CATAWBA 1921
 QN0143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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             NGS
 QN0143  HISTORY     - 1934     POOR             NGS
 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 NATIONAL 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 NATIONAL 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 = OCTOBER  7, 2006
 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  USGS QUAD   -  CLARKS MILLS (1978)
 DF5988
 DF5988                         *CURRENT SURVEY CONTROL
 DF5988  ___________________________________________________________________
 DF5988* NAD 83(1997)-  44 07 17.88158(N)    087 49 46.55801(W)     ADJUSTED  
 DF5988* NAVD 88     -       250.96   (meters)     823.4    (feet)  GPS OBS   
 DF5988  ___________________________________________________________________
 DF5988  X           -     173,687.836 (meters)                     COMP
 DF5988  Y           -  -4,582,941.836 (meters)                     COMP
 DF5988  Z           -   4,417,953.260 (meters)                     COMP
 DF5988  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 DF5988  ELLIP HEIGHT-         214.94  (meters)          (06/11/03) GPS OBS
 DF5988  GEOID HEIGHT-         -36.03  (meters)                     GEOID03
 DF5988
 DF5988  HORZ ORDER  -  FIRST
 DF5988  ELLP ORDER  -  THIRD     CLASS I
 DF5988
 DF5988.The horizontal coordinates were established by GPS observations
 DF5988.and adjusted by the National Geodetic Survey in June 2003..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5988
 DF5988.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5988
 DF5988.The ellipsoidal height was determined by GPS observations
 DF5988.and is referenced to NAD 83.
 DF5988
 DF5988.The geoid height was determined by GEOID03.
 DF5988
 DF5988;                    North         East     Units Scale Factor Converg.
 DF5988;SPC WI S     -   237,962.946   773,705.942   MT  1.00001163   +1 29 28.6
 DF5988;SPC WI S     -   780,716.77  2,538,400.24   sFT  1.00001163   +1 29 28.6
 DF5988;UTM  16      - 4,885,717.137   433,623.559   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  =   0.99962050
 DF5988
 DF5988                          SUPERSEDED SURVEY CONTROL
 DF5988
 DF5988.No superseded survey control is available for this station.
 DF5988
 DF5988_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3362485717(NAD 83)
 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 - September 06, 2005
 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
 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
 DF5988'MANITOWOC RAPIDS.  TO REACH THE STATION FROM THE JUNCTION OF
 DF5988'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
 DF5988'KM TO COUNTY HIGHWAY S ON THE RIGHT, TURN RIGHT AND GO NORTH ON COUNTY
 DF5988'HIGHWAY S FOR
 DF5988'5.0 KM TO HILLTOP ROAD, TURN LEFT AND GO WEST ON HILLTOP ROAD FOR 0.3
 DF5988'KM TO HILLSIDE DRIVE
 DF5988'ON THE LEFT, TURN LEFT AND GO SOUTH ON HILLSIDE DRIVE FOR 0.3 KM TO
 DF5988'THE STATION ON THE
 DF5988'RIGHT.  THE STATION IS A BRONZE MANITOWOC COUNTY GEODETIC CONTROL
 DF5988'MARKER DISK SET IN A
 DF5988'32-CM DIAMETER CONCRETE POST LEVEL WITH THE ROAD PAVEMENT.  THE
 DF5988'STATION IS 104 M
 DF5988'SOUTHWEST OF A WOOD POST FOR A --LEFT TURN-- SIGN, 51.9 M
 DF5988'NORTH-NORTHEAST OF A
 DF5988'TELEPHONE PEDESTAL --2507--, 1.5 M SOUTHEAST OF AN ELECTRICAL
 DF5988'PEDESTAL, 1.0 M WEST, 1.0 M
 DF5988'NORTH, AND 1.0 M EAST OF THREE 4X4 ORANGE PLASTIC WITNESS POSTS.
 DF5988'---NOTE---THIS STATION
 DF5988'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DF5988'HORIZON.
 DF5988' 
 DF5988' 
 DF5988' 
 DF5988' 
 DF5988' 
 DF5988' 
 DF5988'
 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.  NOTE-- THERE IS AN OLD DEEP CHIP IN THE
 DF5988'NORTHWEST SIDE OF THE CONCRETE POST.  ADD-- THE STATION IS 1.0 M
 DF5988'NORTHWEST, 1.0 M NORTHEAST, AND 1.0 M SOUTHWEST OF THREE 4X4 ORANGE
 DF5988'PLASTIC GUARD POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1278 ***********************************************************************
 NH1278  DESIGNATION -  CAVE
 NH1278  PID         -  NH1278
 NH1278  STATE/COUNTY-  WI/ROCK
 NH1278  USGS QUAD   -  SHOPIERE (1976)
 NH1278
 NH1278                         *CURRENT SURVEY CONTROL
 NH1278  ___________________________________________________________________
 NH1278* NAD 83(1991)-  42 32 13.64147(N)    088 56 33.36970(W)     ADJUSTED  
 NH1278* NAVD 88     -       261.     (meters)     856.     (feet)  SCALED    
 NH1278  ___________________________________________________________________
 NH1278  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 NH1278  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 NH1278
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1278
 NH1278.The geoid height was determined by GEOID03.
 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 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 IL E     -   651,943.809   249,949.464   MT  1.00000581   -0 24 42.9
 NH1278;SPC IL E     - 2,138,918.98    820,042.53   sFT  1.00000581   -0 24 42.9
 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     -   0.99996436  x   1.00004533  =   1.00000969
 NH1278!SPC IL W     -   0.99996436  x   1.00006553  =   1.00002989
 NH1278!SPC IL E     -   0.99996436  x   1.00000581  =   0.99997017
 NH1278!UTM  16      -   0.99996436  x   0.99991310  =   0.99987746
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1278.See file dsdata.txt to determine how the superseded data were derived.
 NH1278
 NH1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4047611244(NAD 83)
 NH1278_MARKER: Z = SEE DESCRIPTION
 NH1278_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  7, 2006
 OM1086 ***********************************************************************
 OM1086  DESIGNATION -  CAVE
 OM1086  PID         -  OM1086
 OM1086  STATE/COUNTY-  WI/DANE
 OM1086  USGS QUAD   -  MADISON WEST (1983)
 OM1086
 OM1086                         *CURRENT SURVEY CONTROL
 OM1086  ___________________________________________________________________
 OM1086* NAD 83(1991)-  43 01 22.34631(N)    089 29 46.06426(W)     ADJUSTED  
 OM1086* NAVD 88     -       341.     (meters)    1119.     (feet)  SCALED    
 OM1086  ___________________________________________________________________
 OM1086  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 OM1086  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 OM1086
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1086
 OM1086.The geoid height was determined by GEOID03.
 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     -   0.99995189  x   0.99995423  =   0.99990613
 OM1086!UTM  16      -   0.99995189  x   1.00010890  =   1.00006079
 OM1086
 OM1086:                Primary Azimuth Mark                     Grid Az
 OM1086:SPC WI S     -  MADISON TV STATION WMTV MAST             012 38 10.5
 OM1086:UTM  16      -  MADISON TV STATION WMTV MAST             014 41 10.1
 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 0675241.9 |
 OM1086| OM1091 MADISON RAD STA WHA E TWR           APPROX. 7.7 KM 0740731.5 |
 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 2233557.1 |
 OM1086| CI8346 CAVE RM 3                             3.157 METERS 25645     |
 OM1086| OM1083 TT 76 USGS 1958                      29.277 METERS 30517     |
 OM1086| OM1153 MADISON TV STATION WISC MAST        APPROX. 1.1 KM 3183708.4 |
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1086.See file dsdata.txt to determine how the superseded data were derived.
 OM1086
 OM1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9661666379(NAD 83)
 OM1086_MARKER: DS = TRIANGULATION STATION DISK
 OM1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 PM0387 ***********************************************************************
 PM0387  DESIGNATION -  CAVE PT
 PM0387  PID         -  PM0387
 PM0387  STATE/COUNTY-  WI/DOOR
 PM0387  USGS QUAD   -  JACKSONPORT (1982)
 PM0387
 PM0387                         *CURRENT SURVEY CONTROL
 PM0387  ___________________________________________________________________
 PM0387* NAD 83(1991)-  44 55 48.93416(N)    087 10 23.82180(W)     ADJUSTED  
 PM0387* NAVD 88     -       184.     (meters)     604.     (feet)  SCALED    
 PM0387  ___________________________________________________________________
 PM0387  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 PM0387  GEOID HEIGHT-         -36.99  (meters)                     GEOID03
 PM0387
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0387
 PM0387.The geoid height was determined by GEOID03.
 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     -   0.99997696  x   0.99994115  =   0.99991811
 PM0387!UTM  16      -   0.99997696  x   0.99960230  =   0.99957927
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0387.See file dsdata.txt to determine how the superseded data were derived.
 PM0387
 PM0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ8632675218(NAD 83)
 PM0387_MARKER: DS = TRIANGULATION STATION DISK
 PM0387_SETTING: 66 = SET IN ROCK OUTCROP
 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 = OCTOBER  7, 2006
 RM0695 ***********************************************************************
 RM0695  DESIGNATION -  CAYUGA
 RM0695  PID         -  RM0695
 RM0695  STATE/COUNTY-  WI/ASHLAND
 RM0695  USGS QUAD   -  MORSE (1984)
 RM0695
 RM0695                         *CURRENT SURVEY CONTROL
 RM0695  ___________________________________________________________________
 RM0695* NAD 83(1991)-  46 14 17.52168(N)    090 41 05.76213(W)     ADJUSTED  
 RM0695* NAVD 88     -       463.74   (+/-2cm)    1521.5    (feet)  VERTCON   
 RM0695  ___________________________________________________________________
 RM0695  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 RM0695  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 RM0695
 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.The vertical order pertains to the NGVD 29 superseded value.
 RM0695
 RM0695.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0695
 RM0695.The geoid height was determined by GEOID03.
 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     -   0.99993208  x   0.99994610  =   0.99987819
 RM0695!UTM  15      -   0.99993208  x   0.99999163  =   0.99992372
 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 (07/19/86)  463.73   (m)         1521.4    (f) LEVELING    3  
 RM0695
 RM0695.Superseded values are not recommended for survey control.
 RM0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0695.See file dsdata.txt to determine how the superseded data were derived.
 RM0695
 RM0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM7848823119(NAD 83)
 RM0695_MARKER: DS = TRIANGULATION STATION DISK
 RM0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 ON1309 ***********************************************************************
 ON1309  FBN         -  This is a Federal Base Network Control Station.
 ON1309  DESIGNATION -  CAZENOVIA GPS
 ON1309  PID         -  ON1309
 ON1309  STATE/COUNTY-  WI/RICHLAND
 ON1309  USGS QUAD   -  ROCKBRIDGE (1983)
 ON1309
 ON1309                         *CURRENT SURVEY CONTROL
 ON1309  ___________________________________________________________________
 ON1309* NAD 83(1997)-  43 28 43.80160(N)    090 15 23.13836(W)     ADJUSTED  
 ON1309* NAVD 88     -       367.7    (meters)    1206.     (feet)  GPS OBS   
 ON1309  ___________________________________________________________________
 ON1309  X           -     -20,747.246 (meters)                     COMP
 ON1309  Y           -  -4,635,706.165 (meters)                     COMP
 ON1309  Z           -   4,366,484.983 (meters)                     COMP
 ON1309  LAPLACE CORR-          -4.92  (seconds)                    DEFLEC99
 ON1309  ELLIP HEIGHT-         333.27  (meters)          (04/28/99) GPS OBS
 ON1309  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 ON1309
 ON1309  HORZ ORDER  -  A
 ON1309  ELLP ORDER  -  THIRD     CLASS I
 ON1309
 ON1309.The horizontal coordinates were established by GPS observations
 ON1309.and adjusted by the National Geodetic Survey in April 1999..
 ON1309
 ON1309.The orthometric height was determined by GPS observations and a
 ON1309.high-resolution geoid model.
 ON1309
 ON1309.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ON1309
 ON1309.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1309
 ON1309.The ellipsoidal height was determined by GPS observations
 ON1309.and is referenced to NAD 83.
 ON1309
 ON1309.The geoid height was determined by GEOID03.
 ON1309
 ON1309;                    North         East     Units Scale Factor Converg.
 ON1309;SPC WI S     -   164,316.384   579,255.180   MT  0.99993346   -0 10 34.3
 ON1309;SPC WI S     -   539,094.67  1,900,439.70   sFT  0.99993346   -0 10 34.3
 ON1309;UTM  15      - 4,817,647.539   721,884.385   MT  1.00020563   +1 53 18.9
 ON1309
 ON1309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1309!SPC WI S     -   0.99994774  x   0.99993346  =   0.99988120
 ON1309!UTM  15      -   0.99994774  x   1.00020563  =   1.00015336
 ON1309
 ON1309                          SUPERSEDED SURVEY CONTROL
 ON1309
 ON1309  NAD 83(1991)-  43 28 43.80101(N)    090 15 23.13711(W) AD(       ) B
 ON1309  ELLIP H (06/11/91)  333.32   (m)                       GP(       ) 4 1
 ON1309  NGVD 29 (06/11/91)  367.7    (m)         1206.     (f) GPS OBS        
 ON1309
 ON1309.Superseded values are not recommended for survey control.
 ON1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1309.See file dsdata.txt to determine how the superseded data were derived.
 ON1309
 ON1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ2188417648(NAD 83)
 ON1309_MARKER: DH = HORIZONTAL CONTROL DISK
 ON1309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1309_SP_SET: CONCRETE POST
 ON1309_STAMPING: CAZENOVIA GPS 1989
 ON1309_MARK LOGO: NGS   
 ON1309_PROJECTION: FLUSH
 ON1309_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ON1309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON1309+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0640 ***********************************************************************
 PN0640  DESIGNATION -  CE RCL 19
 PN0640  PID         -  PN0640
 PN0640  STATE/COUNTY-  WI/OUTAGAMIE
 PN0640  USGS QUAD   -  WRIGHTSTOWN (1992)
 PN0640
 PN0640                         *CURRENT SURVEY CONTROL
 PN0640  ___________________________________________________________________
 PN0640* NAD 83(1986)-  44 18 58.     (N)    088 11 48.     (W)     SCALED    
 PN0640* NAVD 88     -       187.275  (meters)     614.42   (feet)  ADJUSTED  
 PN0640  ___________________________________________________________________
 PN0640  GEOID HEIGHT-         -36.18  (meters)                     GEOID03
 PN0640  DYNAMIC HT  -         187.246 (meters)     614.32  (feet)  COMP
 PN0640  MODELED GRAV-     980,462.9   (mgal)                       NAVD 88
 PN0640
 PN0640  VERT ORDER  -  FIRST     CLASS 0
 PN0640
 PN0640.The horizontal coordinates were scaled from a topographic map and have
 PN0640.an estimated accuracy of +/- 6 seconds.
 PN0640
 PN0640.The orthometric height was determined by differential leveling
 PN0640.and adjusted by the National Geodetic Survey in June 1991..
 PN0640
 PN0640.The geoid height was determined by GEOID03.
 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     -    55,240.      743,860.      MT  (+/- 180 meters Scaled)
 PN0640
 PN0640                          SUPERSEDED SURVEY CONTROL
 PN0640
 PN0640.No superseded survey control is available for this station.
 PN0640
 PN0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ045076(NAD 83)
 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: USE   
 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       USE
 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 = OCTOBER  7, 2006
 PN0668 ***********************************************************************
 PN0668  DESIGNATION -  CEA 1 L 32
 PN0668  PID         -  PN0668
 PN0668  STATE/COUNTY-  WI/OUTAGAMIE
 PN0668  USGS QUAD   -  APPLETON (1992)
 PN0668
 PN0668                         *CURRENT SURVEY CONTROL
 PN0668  ___________________________________________________________________
 PN0668* NAD 83(1986)-  44 15 16.     (N)    088 24 24.     (W)     SCALED    
 PN0668* NAVD 88     -       225.920  (meters)     741.21   (feet)  ADJUSTED  
 PN0668  ___________________________________________________________________
 PN0668  GEOID HEIGHT-         -36.26  (meters)                     GEOID03
 PN0668  DYNAMIC HT  -         225.882 (meters)     741.08  (feet)  COMP
 PN0668  MODELED GRAV-     980,445.9   (mgal)                       NAVD 88
 PN0668
 PN0668  VERT ORDER  -  FIRST     CLASS 0
 PN0668
 PN0668.The horizontal coordinates were scaled from a topographic map and have
 PN0668.an estimated accuracy of +/- 6 seconds.
 PN0668
 PN0668.The orthometric height was determined by differential leveling
 PN0668.and adjusted by the National Geodetic Survey in June 1991..
 PN0668
 PN0668.The geoid height was determined by GEOID03.
 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     -    48,040.      727,240.      MT  (+/- 180 meters Scaled)
 PN0668
 PN0668                          SUPERSEDED SURVEY CONTROL
 PN0668
 PN0668.No superseded survey control is available for this station.
 PN0668
 PN0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ877010(NAD 83)
 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: USE   
 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 - August 02, 2005
 PN0668
 PN0668  HISTORY     - Date     Condition        Report By
 PN0668  HISTORY     - UNK      MONUMENTED       USE
 PN0668  HISTORY     - 1974     GOOD             NOS
 PN0668  HISTORY     - 19991106 GOOD             USPSQD
 PN0668  HISTORY     - 20010530 GOOD             WIDT
 PN0668  HISTORY     - 20050802 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0667 ***********************************************************************
 PN0667  DESIGNATION -  CEA 2 L 32
 PN0667  PID         -  PN0667
 PN0667  STATE/COUNTY-  WI/OUTAGAMIE
 PN0667  USGS QUAD   -  APPLETON (1992)
 PN0667
 PN0667                         *CURRENT SURVEY CONTROL
 PN0667  ___________________________________________________________________
 PN0667* NAD 83(1986)-  44 15 17.     (N)    088 24 01.     (W)     SCALED    
 PN0667* NAVD 88     -       222.654  (meters)     730.49   (feet)  ADJUSTED  
 PN0667  ___________________________________________________________________
 PN0667  GEOID HEIGHT-         -36.26  (meters)                     GEOID03
 PN0667  DYNAMIC HT  -         222.617 (meters)     730.37  (feet)  COMP
 PN0667  MODELED GRAV-     980,446.2   (mgal)                       NAVD 88
 PN0667
 PN0667  VERT ORDER  -  SECOND    CLASS I
 PN0667
 PN0667.The horizontal coordinates were scaled from a topographic map and have
 PN0667.an estimated accuracy of +/- 6 seconds.
 PN0667
 PN0667.The orthometric height was determined by differential leveling
 PN0667.and adjusted by the National Geodetic Survey in May 2003..
 PN0667
 PN0667.The geoid height was determined by GEOID03.
 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     -    48,080.      727,750.      MT  (+/- 180 meters Scaled)
 PN0667
 PN0667                          SUPERSEDED SURVEY CONTROL
 PN0667
 PN0667  NAVD 88 (06/15/91)  222.664  (m)          730.52   (f) UNKNOWN     1 0
 PN0667
 PN0667.Superseded values are not recommended for survey control.
 PN0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0667.See file dsdata.txt to determine how the superseded data were derived.
 PN0667
 PN0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ882011(NAD 83)
 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: USE   
 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 SUITABLE FOR
 PN0667+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2005
 PN0667
 PN0667  HISTORY     - Date     Condition        Report By
 PN0667  HISTORY     - UNK      MONUMENTED       USE
 PN0667  HISTORY     - 1974     GOOD             NOS
 PN0667  HISTORY     - 19991106 GOOD             USPSQD
 PN0667  HISTORY     - 20010530 GOOD             WIDT
 PN0667  HISTORY     - 20050802 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0666 ***********************************************************************
 PN0666  DESIGNATION -  CEA 3 L 31
 PN0666  PID         -  PN0666
 PN0666  STATE/COUNTY-  WI/OUTAGAMIE
 PN0666  USGS QUAD   -  APPLETON (1992)
 PN0666
 PN0666                         *CURRENT SURVEY CONTROL
 PN0666  ___________________________________________________________________
 PN0666* NAD 83(1986)-  44 15 20.     (N)    088 23 43.     (W)     SCALED    
 PN0666* NAVD 88     -       219.451  (meters)     719.98   (feet)  ADJUSTED  
 PN0666  ___________________________________________________________________
 PN0666  GEOID HEIGHT-         -36.25  (meters)                     GEOID03
 PN0666  DYNAMIC HT  -         219.414 (meters)     719.86  (feet)  COMP
 PN0666  MODELED GRAV-     980,446.3   (mgal)                       NAVD 88
 PN0666
 PN0666  VERT ORDER  -  SECOND    CLASS I
 PN0666
 PN0666.The horizontal coordinates were scaled from a topographic map and have
 PN0666.an estimated accuracy of +/- 6 seconds.
 PN0666
 PN0666.The orthometric height was determined by differential leveling
 PN0666.and adjusted by the National Geodetic Survey in May 2003..
 PN0666
 PN0666.The geoid height was determined by GEOID03.
 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     -    48,180.      728,150.      MT  (+/- 180 meters Scaled)
 PN0666
 PN0666                          SUPERSEDED SURVEY CONTROL
 PN0666
 PN0666  NAVD 88 (06/15/91)  219.454  (m)          719.99   (f) UNKNOWN     1 0
 PN0666
 PN0666.Superseded values are not recommended for survey control.
 PN0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0666.See file dsdata.txt to determine how the superseded data were derived.
 PN0666
 PN0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ886012(NAD 83)
 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: USE   
 PN0666_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN0666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PN0666_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0666+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2005
 PN0666
 PN0666  HISTORY     - Date     Condition        Report By
 PN0666  HISTORY     - UNK      MONUMENTED       USE
 PN0666  HISTORY     - 1974     GOOD             NOS
 PN0666  HISTORY     - 19991106 GOOD             USPSQD
 PN0666  HISTORY     - 20010531 GOOD             WIDT
 PN0666  HISTORY     - 20050802 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0665 ***********************************************************************
 PN0665  DESIGNATION -  CEA 4 L 31
 PN0665  PID         -  PN0665
 PN0665  STATE/COUNTY-  WI/OUTAGAMIE
 PN0665  USGS QUAD   -  APPLETON (1992)
 PN0665
 PN0665                         *CURRENT SURVEY CONTROL
 PN0665  ___________________________________________________________________
 PN0665* NAD 83(1986)-  44 15 41.     (N)    088 23 16.     (W)     SCALED    
 PN0665* NAVD 88     -       217.765  (meters)     714.45   (feet)  ADJUSTED  
 PN0665  ___________________________________________________________________
 PN0665  GEOID HEIGHT-         -36.25  (meters)                     GEOID03
 PN0665  DYNAMIC HT  -         217.729 (meters)     714.33  (feet)  COMP
 PN0665  MODELED GRAV-     980,447.4   (mgal)                       NAVD 88
 PN0665
 PN0665  VERT ORDER  -  FIRST     CLASS 0
 PN0665
 PN0665.The horizontal coordinates were scaled from a topographic map and have
 PN0665.an estimated accuracy of +/- 6 seconds.
 PN0665
 PN0665.The orthometric height was determined by differential leveling
 PN0665.and adjusted by the National Geodetic Survey in June 1991..
 PN0665
 PN0665.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 PN0665;SPC WI C     -    48,840.      728,730.      MT  (+/- 180 meters Scaled)
 PN0665
 PN0665                          SUPERSEDED SURVEY CONTROL
 PN0665
 PN0665.No superseded survey control is available for this station.
 PN0665
 PN0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ892018(NAD 83)
 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: USE   
 PN0665_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN0665_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PN0665_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0665+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2005
 PN0665
 PN0665  HISTORY     - Date     Condition        Report By
 PN0665  HISTORY     - UNK      MONUMENTED       USE
 PN0665  HISTORY     - 1974     GOOD             NOS
 PN0665  HISTORY     - 19991106 GOOD             USPSQD
 PN0665  HISTORY     - 20010530 GOOD             WIDT
 PN0665  HISTORY     - 20050802 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0653 ***********************************************************************
 PN0653  DESIGNATION -  CEC L 25
 PN0653  PID         -  PN0653
 PN0653  STATE/COUNTY-  WI/OUTAGAMIE
 PN0653  USGS QUAD   -  KAUKAUNA (1992)
 PN0653
 PN0653                         *CURRENT SURVEY CONTROL
 PN0653  ___________________________________________________________________
 PN0653* NAD 83(1986)-  44 16 34.     (N)    088 17 41.     (W)     SCALED    
 PN0653* NAVD 88     -       207.337  (meters)     680.24   (feet)  ADJUSTED  
 PN0653  ___________________________________________________________________
 PN0653  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 PN0653  DYNAMIC HT  -         207.303 (meters)     680.13  (feet)  COMP
 PN0653  MODELED GRAV-     980,453.6   (mgal)                       NAVD 88
 PN0653
 PN0653  VERT ORDER  -  SECOND    CLASS I
 PN0653
 PN0653.The horizontal coordinates were scaled from a topographic map and have
 PN0653.an estimated accuracy of +/- 6 seconds.
 PN0653
 PN0653.The orthometric height was determined by differential leveling
 PN0653.and adjusted by the National Geodetic Survey in May 2003..
 PN0653
 PN0653.The geoid height was determined by GEOID03.
 PN0653
 PN0653.The dynamic height is computed by dividing the NAVD 88
 PN0653.geopotential number by the normal gravity value computed on the
 PN0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0653.degrees latitude (g = 980.6199 gals.).
 PN0653
 PN0653.The modeled gravity was interpolated from observed gravity values.
 PN0653
 PN0653;                    North         East    Units  Estimated Accuracy
 PN0653;SPC WI C     -    50,630.      736,130.      MT  (+/- 180 meters Scaled)
 PN0653
 PN0653                          SUPERSEDED SURVEY CONTROL
 PN0653
 PN0653  NAVD 88 (06/15/91)  207.341  (m)          680.25   (f) UNKNOWN     1 0
 PN0653
 PN0653.Superseded values are not recommended for survey control.
 PN0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0653.See file dsdata.txt to determine how the superseded data were derived.
 PN0653
 PN0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ966033(NAD 83)
 PN0653_MARKER: DB = BENCH MARK DISK
 PN0653_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PN0653_SP_SET: SEAWALL
 PN0653_STAMPING: CEC L 25
 PN0653_MARK LOGO: USE   
 PN0653_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0653+STABILITY: SURFACE MOTION
 PN0653_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0653+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2005
 PN0653
 PN0653  HISTORY     - Date     Condition        Report By
 PN0653  HISTORY     - UNK      MONUMENTED       USE
 PN0653  HISTORY     - 1974     GOOD             NOS
 PN0653  HISTORY     - 19991106 GOOD             USPSQD
 PN0653  HISTORY     - 20010530 GOOD             WIDT
 PN0653  HISTORY     - 20050802 GOOD             WIDT
 PN0653
 PN0653                          STATION DESCRIPTION
 PN0653
 PN0653'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0653'IN LITTLE CHUTE.
 PN0653'IN LITTLE CHUTE, IS ON THE NORTH SIDE OF THE FOX RIVER AT LITTLE CHUTE
 PN0653'COMBINED LOCKS, 90 FT. WEST OF THE SOUTHEAST CORNER OF THE LOCKMASTERS
 PN0653'BRICK HOUSE, 27 FT. WEST OF THE UPPER GATE, 1.45 FT. NORTH OF THE
 PN0653'SOUTH FACE OF LOCK SEAWALL, 1.4 FT. EAST OF THE WEST EDGE OF CONCRETE
 PN0653'WALK, AND SET IN THE LOCK WALKWAY.
 PN0653
 PN0653                          STATION RECOVERY (1999)
 PN0653
 PN0653'RECOVERY NOTE BY US POWER SQUADRON 1999
 PN0653'RECOVERED IN GOOD CONDITION.
 PN0653
 PN0653                          STATION RECOVERY (2001)
 PN0653
 PN0653'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PN0653'THIS STATION IS LOCATED ABOUT 35 KM SOUTHWEST OF GREEN BAY AND 9 KM
 PN0653'EAST OF APPLETON.  OWNERSHIP--US ARMY CORPS OF ENGINEERS.  TO REACH
 PN0653'THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH STATE HIGHWAY 55,
 PN0653'ABOUT 1 KM NORTH OF THE CITY OF KAUKAUNA, GO SOUTHEAST ON STATE
 PN0653'HIGHWAY 55 FOR 1.3 KM TO STATE HIGHWAY 96, TURN RIGHT AND GO
 PN0653'SOUTHWEST ON STATE HIGHWAY 55 AND STATE HIGHWAY 96 FOR 0.8 KM TO
 PN0653'STATE HIGHWAY 96 ON THE RIGHT, TURN RIGHT AND GO WEST ON STATE
 PN0653'HIGHWAY 96 FOR 2.3 KM TO SANITORIUM STREET,  TURN LEFT AND GO SOUTH
 PN0653'ON SANITORIUM STREET FOR 0.8 KM TO UTILITY ROAD, TURN RIGHT AND GO
 PN0653'EAST ON UTILITY ROAD FOR 0.2 KM TO SECURITY FENCE. STATION IS INSIDE
 PN0653'FENCE ON THE NORTH SIDE OF WESTERNMOST LOCK OF GATE. ---NOTE---KEYS
 PN0653'ARE NEEDED TO OPEN FENCE. THE STATION IS A BRONZE US ARMY CORPS OF
 PN0653'ENGINEERS BENCH MARK DISK SET IN THE TOP OF A CONCRETE SEAWALL. THE
 PN0653'STATION IS 8.4 METERS NORTHWEST OF THE CENTERLINE OF THE CLOSED WEST
 PN0653'LOCK GATE, 11.3 METERS SOUTH OF 0.1 METER DIAMETER BEECH TREE, 8
 PN0653'METERS SOUTHEAST OF SURVEY MARK --BM 25 1980 KEWAUNEE PROJECT OFF--,
 PN0653'5.0 METERS WEST OF SOUTHWEST CORNER OF WOODEN GATEHOUSE, 0.45 METERS
 PN0653'NORTH OF THE SOUTH FACE OF SEAWALL AND 1.4 METERS SOUTHEAST OF A
 PN0653'WHITE PLASTIC WITNESS POST. ---NOTE2---TREES ARE OBSTRUCTING FROM THE
 PN0653'NORTH EXTENDING TO 80 DEGREES, TREES IN THE SOUTHWEST QUADRANT EXTEND
 PN0653'TO 40 DEGREES.
 PN0653
 PN0653                          STATION RECOVERY (2005)
 PN0653
 PN0653'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PN0653'RECOVERED IN GOOD CONDITION.  NOTE-- THERE IS NO WHITE PLASTIC WITNESS
 PN0653'POST PRESENT.  KEYS FOR THE SECURITY FENCE ARE AVAILABLE AT THE USACE
 PN0653'FOX RIVER PROJECT OFFICE AT 1008 AUGUSTINE STREET, KAUKAUNA,
 PN0653'920-766-3531.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0655 ***********************************************************************
 PN0655  DESIGNATION -  CECEL 27 USE
 PN0655  PID         -  PN0655
 PN0655  STATE/COUNTY-  WI/OUTAGAMIE
 PN0655  USGS QUAD   -  KAUKAUNA (1992)
 PN0655
 PN0655                         *CURRENT SURVEY CONTROL
 PN0655  ___________________________________________________________________
 PN0655* NAD 83(1986)-  44 16 48.     (N)    088 19 54.     (W)     SCALED    
 PN0655* NAVD 88     -       214.722  (meters)     704.47   (feet)  ADJUSTED  
 PN0655  ___________________________________________________________________
 PN0655  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 PN0655  DYNAMIC HT  -         214.688 (meters)     704.36  (feet)  COMP
 PN0655  MODELED GRAV-     980,452.2   (mgal)                       NAVD 88
 PN0655
 PN0655  VERT ORDER  -  FIRST     CLASS 0
 PN0655
 PN0655.The horizontal coordinates were scaled from a topographic map and have
 PN0655.an estimated accuracy of +/- 6 seconds.
 PN0655
 PN0655.The orthometric height was determined by differential leveling
 PN0655.and adjusted by the National Geodetic Survey in June 1991..
 PN0655
 PN0655.The geoid height was determined by GEOID03.
 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     -    51,000.      733,170.      MT  (+/- 180 meters Scaled)
 PN0655
 PN0655                          SUPERSEDED SURVEY CONTROL
 PN0655
 PN0655.No superseded survey control is available for this station.
 PN0655
 PN0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ937038(NAD 83)
 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       USE
 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 = OCTOBER  7, 2006
 OL0471 ***********************************************************************
 OL0471  DESIGNATION -  CEDAR
 OL0471  PID         -  OL0471
 OL0471  STATE/COUNTY-  WI/SHEBOYGAN
 OL0471  USGS QUAD   -  CEDAR GROVE (1974)
 OL0471
 OL0471                         *CURRENT SURVEY CONTROL
 OL0471  ___________________________________________________________________
 OL0471* NAD 83(1991)-  43 32 35.27217(N)    087 49 31.54910(W)     ADJUSTED  
 OL0471* NAVD 88     -       227.     (meters)     745.     (feet)  SCALED    
 OL0471  ___________________________________________________________________
 OL0471  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 OL0471  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 OL0471
 OL0471  HORZ ORDER  -  THIRD
 OL0471
 OL0471.The horizontal coordinates were established by classical geodetic methods
 OL0471.and adjusted by the National Geodetic Survey in November 1991..
 OL0471
 OL0471.The orthometric height was scaled from a topographic map.
 OL0471
 OL0471.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0471
 OL0471.The geoid height was determined by GEOID03.
 OL0471
 OL0471;                    North         East     Units Scale Factor Converg.
 OL0471;SPC WI S     -   173,718.908   775,715.496   MT  0.99993560   +1 29 39.0
 OL0471;SPC WI S     -   569,942.78  2,544,993.26   sFT  0.99993560   +1 29 39.0
 OL0471;UTM  16      - 4,821,462.380   433,316.041   MT  0.99965470   -0 34 07.2
 OL0471
 OL0471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0471!SPC WI S     -   0.99996996  x   0.99993560  =   0.99990556
 OL0471!UTM  16      -   0.99996996  x   0.99965470  =   0.99962467
 OL0471
 OL0471:                Primary Azimuth Mark                     Grid Az
 OL0471:SPC WI S     -  CEDAR GROVE MUNICIPAL TANK               358 44 49.2
 OL0471:UTM  16      -  CEDAR GROVE MUNICIPAL TANK               000 48 35.4
 OL0471
 OL0471|---------------------------------------------------------------------|
 OL0471| PID    Reference Object                     Distance      Geod. Az  |
 OL0471|                                                           dddmmss.s |
 OL0471| OL0472 CEDAR GROVE MUNICIPAL TANK          APPROX. 2.7 KM 0001428.2 |
 OL0471| CI8347 CEDAR RM 1                            9.598 METERS 00412     |
 OL0471| CI8349 CEDAR RM 3                            4.415 METERS 09926     |
 OL0471| OL0437 LAKE CHURCH ST MARYS CATH CH        APPROX. 4.9 KM 1752809.6 |
 OL0471| CI8352 CEDAR 2 AZIMUTH RM 6                               2673355.0 |
 OL0471| OL0166 CEDAR AZ MK                                        2675547.5 |
 OL0471| CI8348 CEDAR RM 2                           11.071 METERS 27009     |
 OL0471| CI8351 CEDAR 2 RM 5                         12.872 METERS 29653     |
 OL0471| OL0475 CEDAR 2                               7.359 METERS 32013     |
 OL0471|---------------------------------------------------------------------|
 OL0471
 OL0471                          SUPERSEDED SURVEY CONTROL
 OL0471
 OL0471  NAD 83(1986)-  43 32 35.25931(N)    087 49 31.55460(W) AD(       ) 3
 OL0471  NAD 27      -  43 32 35.26700(N)    087 49 31.23200(W) AD(       ) 3
 OL0471
 OL0471.Superseded values are not recommended for survey control.
 OL0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0471.See file dsdata.txt to determine how the superseded data were derived.
 OL0471
 OL0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3331621462(NAD 83)
 OL0471_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OL0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0471
 OL0471  HISTORY     - Date     Condition        Report By
 OL0471  HISTORY     - 1953     MONUMENTED       CGS
 OL0471  HISTORY     - 1972     SEE DESCRIPTION  NGS
 OL0471  HISTORY     - 1973     SEE DESCRIPTION  NGS
 OL0471  HISTORY     - 1974     SEE DESCRIPTION  NGS
 OL0471  HISTORY     - 20031204 MARK NOT FOUND   USPSQD
 OL0471
 OL0471                          STATION DESCRIPTION
 OL0471
 OL0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OL0471'STATION IS LOCATED ABOUT 1 MILE SOUTH OF CEDAR GROVE, ALONG THE NORTH
 OL0471'SIDE OF COUNTY HIGHWAY K
 OL0471'AND IS ON PROPERTY OWNED BY MR. CLEARENCE DE MASTER.  IT IS 30 FEET
 OL0471'NORTH OF THE CENTER OF COUNTY
 OL0471'HIGHWAY K, 5 FEET NORTHEAST OF A WHITE WITNESS POST AND
 OL0471'4 FEET NORTHWEST OF A FENCE CORNER.  THE MARK IS
 OL0471'FLUSH AND THE DISK IS STAMPED CEDAR 1953.
 OL0471'
 OL0471'REFERENCE MARK NO. 1 IS 1 FOOT WEST OF A FENCE LINE.  THE MARK IS
 OL0471'FLUSH AND THE DISK IS STAMPED
 OL0471'CEDAR NO 1 1953.
 OL0471'
 OL0471'REFERENCE MARK NO. 2 IS 31 FEET NORTH OF THE CENTER OF HIGHWAY K AND
 OL0471'4 FEET NORTH OF A FENCE LINE.
 OL0471'THE MARK IS FLUSH AND THE DISK IS STAMPED CEDAR NO 2 1953.
 OL0471'
 OL0471'AZIMUTH MARK IS 27 FEET SOUTHEAST OF THE INTERSECTION OF COUNTY
 OL0471'HIGHWAY K AND A GRAVEL
 OL0471'CROSSROAD, 6 FEET EAST OF A FENCE CORNER AND 2 FEET EAST OF A WHITE
 OL0471'WITNESS POST.  THE MARK
 OL0471'PROJECTS 2 INCHES AND THE DISK IS STAMPED CEDAR 1953.
 OL0471'
 OL0471'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 141 AND STATE,
 OL0471'HIGHWAY 32 ABOUT 0.7 MILE
 OL0471'SOUTH OF CEDAR GROVE, GO SOUTH ON U.S. HIGHWAY 141 FOR 1.0 MILE TO
 OL0471'THE JUNCTION WITH COUNTY HIGHWAY
 OL0471'K.  TURN RIGHT AND GO WEST ON HIGHWAY K FOR 0.25 MILE TO
 OL0471'THE STATION ON THE RIGHT AS DESCRIBED.
 OL0471'CONTINUE WEST ON HIGHWAY K FOR 0.25 MILE TO A
 OL0471'GRAVEL CROSSROAD AND THE AZIMUTH MARK ON THE LEFT AS
 OL0471'DESCRIBED.
 OL0471'
 OL0471'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OL0471
 OL0471                          STATION RECOVERY (1972)
 OL0471
 OL0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RRG)
 OL0471'THE STATION, REFERENCE MARK NO.  1 AND 2 WERE SEARCHED FOR BUT NOT
 OL0471'RECOVERED.
 OL0471'
 OL0471'THE DESCRIBED AREA IS NOW A PLOWED CORN FIELD AND THE FENCE MENTIONED
 OL0471'IN THE DESCRIPTION
 OL0471'HAS BEEN REMOVED.
 OL0471'THE AZIMUTH MARK WAS RECOVERED AND IN
 OL0471'GOOD CONDITION.  THE AZIMUTH
 OL0471'MARK MAY BE REACHED BY GOING 1.9 MILES SOUTHWEST ALONG
 OL0471'THE CHICAGO AND
 OL0471'NORTH WESTERN RAILWAY FROM THE CROSSING OF STATE HIGHWAY 32 AT
 OL0471'CEDAR GROVE, THENCE
 OL0471'0.25 MILE EAST ALONG COUNTY ROAD K, AT THE INTERSECTION
 OL0471'OF HILLY LANE LEADING SOUTH AND TER
 OL0471'MATT ROAD LEADING NORTH,
 OL0471'ABOUT IN LINE WITH THE EXTENDED CENTER LINE OF TER
 OL0471'MATT ROAD LEADING
 OL0471'NORTH, 23 FEET SOUTH OF THE CENTER LINE OF COUNTY ROAD K, 25 FEET
 OL0471'EAST OF THE CENTER
 OL0471'LINE OF HILLY LANE, 7 FEET EAST OF A CORNER
 OL0471'FENCE POST, 9 FEET SOUTHEAST OF THE
 OL0471'EAST END OF AN 18-INCH PIPE
 OL0471'CULVERT UNDER HILLY LANE, ABOUT LEVEL WITH THE COUNTY
 OL0471'ROAD AND SET IN
 OL0471'THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF
 OL0471'THE GROUND.
 OL0471'
 OL0471'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1.0 MILE
 OL0471'SOUTH OF CEDAR GROVE
 OL0471
 OL0471                          STATION RECOVERY (1973)
 OL0471
 OL0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 OL0471'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 OL0471'FOUND IN GOOD
 OL0471'CONDITION.  REFERENCE MARK 1 WAS FOUND DISTURBED AND IN
 OL0471'A CULTIVATED FIELD AND THE DISK
 OL0471'WAS SALVAGED.  REFERENCE MARK 3 WAS SET.
 OL0471'THE DIRECTION TO REFERENCE MARK 2 CHECKED BUT THE
 OL0471'DISTANCE WAS FOUND TO
 OL0471'BE IN ERROR BY 0.10 OF A FOOT.  A NEW DESCRIPTION FOLLOWS-
 OL0471'
 OL0471'THE STATION IS LOCATED AT THE SOUTH EDGE OF A CULTIVATED FIELD
 OL0471'OWNED BY MR. DAVE
 OL0471'DEMASTER, 80 FEET EAST OF THE HIGHEST POINT OF A
 OL0471'KNOLL, 31 FEET NORTH OF THE
 OL0471'CENTERLINE OF COUNTY RD. K, 2 FEET NORTH
 OL0471'OF A FENCE AND 1 FOOT WEST OF A METAL WITNESS
 OL0471'POST.  THE MONUMENT IS
 OL0471'FLUSH AND THE DISK IS STAMPED CEDAR 1953.  (NOTE 1A 7A)
 OL0471'
 OL0471'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 141 AND
 OL0471'COUNTY RD. K ABOUT
 OL0471'1 MILE SOUTH OF CEDAR GROVE, GO WEST ON RD. D FOR
 OL0471'0.25 MILE TO TOP OF GRADE AND THE
 OL0471'STATION ON THE RIGHT.  CONTINUE WEST
 OL0471'ON RD.  K FOR 0.25 MILE TO THE AZIMUTH MARK ON THE
 OL0471'LEFT.
 OL0471'
 OL0471'REFERENCE MARK 2 IS 31 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 OL0471'1 FOOT EAST OF A
 OL0471'METAL WITNESS POST AND DIRECTLY UNDER THE FENCE.  THE
 OL0471'MONUMENT IS FLUSH AND THE DISK IS
 OL0471'STAMPED CEDAR NO 2 1953.
 OL0471'
 OL0471'REFERENCE MARK 3 IS 28 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 OL0471'1 FOOT SOUTH OF
 OL0471'THE FENCE AND 1 FOOT WEST OF A METAL WITNESS POST.  THE
 OL0471'MONUMENT PROJECTS 6 INCHES AND THE
 OL0471'DISK IS STAMPED CEDAR 1953 NO 3
 OL0471'1973.
 OL0471'
 OL0471'THE AZIMUTH MARK IS IN THE SOUTHEAST ANGLE OF INTERSECTION FORMED
 OL0471'BY CO. RD. K AND
 OL0471'HILLY LANE SOUTH AND TER MATT RD. NORTH, 23 FEET SOUTH
 OL0471'OF THE CENTERLINE OF RD. K, 25 FEET
 OL0471'EAST OF THE CENTERLINE OF HILLY
 OL0471'LANE, 7 FEET EAST OF FENCE CORNER POST, 9 FEET
 OL0471'SOUTHEAST OF THE EAST
 OL0471'END OF A METAL CULVERT AND 1 FOOT WEST OF A METAL WITNESS POST.
 OL0471'THE MONUMENT
 OL0471'PROJECTS 2 INCHES AND THE DISK IS STAMPED CEDAR 1953.
 OL0471'
 OL0471'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1 MILE SOUTH
 OL0471'OF CEDAR GROVE
 OL0471'
 OL0471'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 OL0471
 OL0471                          STATION RECOVERY (1974)
 OL0471
 OL0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 OL0471'THE STATION MARK AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 OL0471'REFERENCE MARKS
 OL0471'HAD BEEN DISTURBED BY CONSTRUCTION AND WERE DESTROYED.
 OL0471'THE AZIMUTH MARK AND STATION MARK
 OL0471'WERE IN THE WAY OF ROAD WORK AND WERE
 OL0471'DESTROYED AFTER A NEW STATION CEDAR 2 1974 WAS
 OL0471'ESTABLISHED.  THE DIRECTION
 OL0471'TO THE WATER TANK CHECKED.
 OL0471'
 OL0471'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1 MILE SOUTH
 OL0471'OF CEDAR GROVE
 OL0471'
 OL0471'HEIGHT OF LIGHT ABOVE STATION MARK 72 METERS.
 OL0471
 OL0471                          STATION RECOVERY (2003)
 OL0471
 OL0471'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OL0471'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0517 ***********************************************************************
 QN0517  DESIGNATION -  CEDAR
 QN0517  PID         -  QN0517
 QN0517  STATE/COUNTY-  WI/RUSK
 QN0517  USGS QUAD   -  BIG FALLS DAM (1981)
 QN0517
 QN0517                         *CURRENT SURVEY CONTROL
 QN0517  ___________________________________________________________________
 QN0517* NAD 83(1991)-  45 34 01.91709(N)    090 53 18.28764(W)     ADJUSTED  
 QN0517* NAVD 88     -       432.     (meters)    1417.     (feet)  SCALED    
 QN0517  ___________________________________________________________________
 QN0517  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 QN0517  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 QN0517
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0517
 QN0517.The geoid height was determined by GEOID03.
 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;SPC WI N     -    44,904.605   530,647.442   MT  0.99999990   -0 38 27.2
 QN0517;SPC WI N     -   147,324.52  1,740,965.82   sFT  0.99999990   -0 38 27.2
 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     -   0.99993702  x   1.00001349  =   0.99995051
 QN0517!SPC WI N     -   0.99993702  x   0.99999990  =   0.99993692
 QN0517!UTM  15      -   0.99993702  x   0.99993381  =   0.99987083
 QN0517
 QN0517:                Primary Azimuth Mark                     Grid Az
 QN0517:SPC WI C     -  CEDAR AZ MK                              093 01 59.6
 QN0517:SPC WI N     -  CEDAR AZ MK                              093 02 50.2
 QN0517:UTM  15      -  CEDAR AZ MK                              090 53 53.6
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0517.See file dsdata.txt to determine how the superseded data were derived.
 QN0517
 QN0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL6477448131(NAD 83)
 QN0517_MARKER: DS = TRIANGULATION STATION DISK
 QN0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 OL0475 ***********************************************************************
 OL0475  DESIGNATION -  CEDAR 2
 OL0475  PID         -  OL0475
 OL0475  STATE/COUNTY-  WI/SHEBOYGAN
 OL0475  USGS QUAD   -  CEDAR GROVE (1974)
 OL0475
 OL0475                         *CURRENT SURVEY CONTROL
 OL0475  ___________________________________________________________________
 OL0475* NAD 83(1991)-  43 32 35.45541(N)    087 49 31.75886(W)     ADJUSTED  
 OL0475* NAVD 88     -       227.     (meters)     745.     (feet)  SCALED    
 OL0475  ___________________________________________________________________
 OL0475  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 OL0475  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 OL0475
 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.No horizontal observational check was made to the station.
 OL0475
 OL0475.The orthometric height was scaled from a topographic map.
 OL0475
 OL0475.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0475
 OL0475.The geoid height was determined by GEOID03.
 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     -   0.99996996  x   0.99993561  =   0.99990557
 OL0475!UTM  16      -   0.99996996  x   0.99965470  =   0.99962467
 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| CI8352 CEDAR 2 AZIMUTH 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0475.See file dsdata.txt to determine how the superseded data were derived.
 OL0475
 OL0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3331121468(NAD 83)
 OL0475_MARKER: DS = TRIANGULATION STATION DISK
 OL0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0475_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 OL0166 ***********************************************************************
 OL0166  DESIGNATION -  CEDAR AZ MK
 OL0166  PID         -  OL0166
 OL0166  STATE/COUNTY-  WI/OZAUKEE
 OL0166  USGS QUAD   -  CEDAR GROVE (1974)
 OL0166
 OL0166                         *CURRENT SURVEY CONTROL
 OL0166  ___________________________________________________________________
 OL0166* NAD 83(1986)-  43 32 33.     (N)    087 49 50.     (W)     SCALED    
 OL0166* NAVD 88     -       231.086  (meters)     758.15   (feet)  ADJUSTED  
 OL0166  ___________________________________________________________________
 OL0166  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 OL0166  DYNAMIC HT  -         231.038 (meters)     758.00  (feet)  COMP
 OL0166  MODELED GRAV-     980,408.0   (mgal)                       NAVD 88
 OL0166
 OL0166  VERT ORDER  -  FIRST     CLASS 0
 OL0166
 OL0166.The horizontal coordinates were scaled from a topographic map and have
 OL0166.an estimated accuracy of +/- 6 seconds.
 OL0166
 OL0166.The orthometric height was determined by differential leveling
 OL0166.and adjusted by the National Geodetic Survey in June 1991..
 OL0166
 OL0166.The geoid height was determined by GEOID03.
 OL0166
 OL0166.The dynamic height is computed by dividing the NAVD 88
 OL0166.geopotential number by the normal gravity value computed on the
 OL0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0166.degrees latitude (g = 980.6199 gals.).
 OL0166
 OL0166.The modeled gravity was interpolated from observed gravity values.
 OL0166
 OL0166;                    North         East    Units  Estimated Accuracy
 OL0166;SPC WI S     -   173,640.      775,300.      MT  (+/- 180 meters Scaled)
 OL0166
 OL0166                          SUPERSEDED SURVEY CONTROL
 OL0166
 OL0166  NGVD 29 (??/??/92)  231.11   (m)          758.2    (f) COMPUTED    1 0
 OL0166
 OL0166.Superseded values are not recommended for survey control.
 OL0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0166.See file dsdata.txt to determine how the superseded data were derived.
 OL0166
 OL0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP329213(NAD 83)
 OL0166_MARKER: DZ = AZIMUTH MARK DISK
 OL0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OL0166_STAMPING: CEDAR 1953
 OL0166_MARK LOGO: CGS   
 OL0166_PROJECTION: PROJECTING 30 CENTIMETERS
 OL0166_MAGNETIC: N = NO MAGNETIC MATERIAL
 OL0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0166+STABILITY: SURFACE MOTION
 OL0166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0166+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2003
 OL0166
 OL0166  HISTORY     - Date     Condition        Report By
 OL0166  HISTORY     - 1953     MONUMENTED       CGS
 OL0166  HISTORY     - 1972     GOOD             NGS
 OL0166  HISTORY     - 20010601 GOOD             WIDT
 OL0166  HISTORY     - 20031108 GOOD             USPSQD
 OL0166
 OL0166                          STATION DESCRIPTION
 OL0166
 OL0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0166'2.2 MI SW FROM CEDAR GROVE.
 OL0166'ABOUT 1.9 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 OL0166'RAILWAY FROM THE CROSSING OF STATE HIGHWAY 32 AT CEDAR GROVE,
 OL0166'THENCE 0.25 MILE EAST ALONG COUNTY ROAD K, AT THE INTERSECTION
 OL0166'OF HILLY LANE LEADING SOUTH AND TER MATT ROAD LEADING NORTH,
 OL0166'ABOUT IN LINE WITH THE EXTENDED CENTER LINE OF TER MATT ROAD
 OL0166'LEADING NORTH, 23 FEET SOUTH OF THE CENTER LINE OF COUNTY ROAD
 OL0166'K, 25 FEET EAST OF THE CENTER LINE OF HILLY LANE, 7 FEET EAST
 OL0166'OF A CORNER FENCE POST, 9 FEET SOUTHEAST OF THE EAST END OF AN
 OL0166'18-INCH PIPE CULVERT UNDER HILLY LANE, ABOUT LEVEL WITH THE
 OL0166'COUNTY ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OL0166'1 INCH ABOVE THE LEVEL OF THE GROUND.  SECTION 2, T12N, R22E.
 OL0166'NOTE-- COUNTY ROAD K IS THE DIVIDING LINE BETWEEN SHEBOYGAN
 OL0166'AND OZAUKEE COUNTIES.
 OL0166
 OL0166                          STATION RECOVERY (2001)
 OL0166
 OL0166'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OL0166'THE STATION IS LOCATED ABOUT 25 KM SOUTHWEST OF SHEBOYGAN, 62 KM
 OL0166'SOUTHWEST OF MANTIWOC, AND 56 KM SOUTHEAST OF FOND DU LAC.
 OL0166'OWNERSHIP--TOWN OF BELGIUM.  TO REACH THE STATION FROM THE JUNCTION
 OL0166'OF INTERSTATE 43 WITH STATE HIGHWAY 32, ABOUT 5 KM NORTH OF THE TOWN
 OL0166'OF BELGIUM, GO WEST ON STATE HIGHWAY 32 FOR 0.2 KM TO COUNTY ROAD LL,
 OL0166'TURN LEFT AND GO SOUTH ON COUNTY ROAD LL FOR 3.9 KM TO COUNTY ROAD K
 OL0166'TURN RIGHT AND GO WEST ON COUNTY ROAD K FOR 0.8 KM TO HILLY LANE AND
 OL0166'STATION IS ON THE LEFT.  THE STATION IS A BRONZE NATIONAL GEOGETIC
 OL0166'SURVEY AZIMUTH MARK, SET IT THE TOP OF A 10 CM ROUND CONCRETE POST
 OL0166'PROJECTING 30 CM ABOVE THE GROUND AND ABOUT LEVEL WITH THE ROAD
 OL0166'PAVEMENT.  THE STATION IS 9.9 METERS SOUT OF THE CENTERLINE OF COUNTY
 OL0166'ROAD K,  25.7 METERS SOUTHWEST OF POWER POLE--00-18423--,  22.9
 OL0166'METERS SOUTHEAST OF STOP SIGN,    13.7 METERS NORTHEAST OF POWER
 OL0166'POLE--00-18422--,  7.9 METERS EAST OF CENTER HILLY LANE,  0.7 METERS
 OL0166'WEST OF A WHITE PLASTIC WITNESS POST, AND 0.3 METERS NORTHWEST OF A
 OL0166'STEEL WITNESS POST.---NOTE--- THIS STATION HAS NO VISIBLE OBSTRUCTION
 OL0166'EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 OL0166
 OL0166                          STATION RECOVERY (2003)
 OL0166
 OL0166'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OL0166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0472 ***********************************************************************
 OL0472  DESIGNATION -  CEDAR GROVE MUNICIPAL TANK
 OL0472  PID         -  OL0472
 OL0472  STATE/COUNTY-  WI/SHEBOYGAN
 OL0472  USGS QUAD   -  CEDAR GROVE (1974)
 OL0472
 OL0472                         *CURRENT SURVEY CONTROL
 OL0472  ___________________________________________________________________
 OL0472* NAD 83(1991)-  43 34 02.07748(N)    087 49 31.04661(W)     ADJUSTED  
 OL0472* NAVD 88     -                                                        
 OL0472  ___________________________________________________________________
 OL0472  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 OL0472  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 OL0472
 OL0472  HORZ ORDER  -  THIRD
 OL0472
 OL0472.The horizontal coordinates were established by classical geodetic methods
 OL0472.and adjusted by the National Geodetic Survey in November 1991..
 OL0472
 OL0472
 OL0472.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0472
 OL0472.The geoid height was determined by GEOID03.
 OL0472
 OL0472;                    North         East     Units Scale Factor Converg.
 OL0472;SPC WI S     -   176,397.114   775,656.918   MT  0.99993673   +1 29 39.3
 OL0472;SPC WI S     -   578,729.53  2,544,801.07   sFT  0.99993673   +1 29 39.3
 OL0472;UTM  16      - 4,824,140.205   433,353.898   MT  0.99965463   -0 34 07.7
 OL0472
 OL0472                          SUPERSEDED SURVEY CONTROL
 OL0472
 OL0472  NAD 83(1986)-  43 34 02.06454(N)    087 49 31.05147(W) AD(       ) 4
 OL0472  NAD 27      -  43 34 02.07500(N)    087 49 30.72700(W) AD(       ) 3
 OL0472
 OL0472.Superseded values are not recommended for survey control.
 OL0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0472.See file dsdata.txt to determine how the superseded data were derived.
 OL0472
 OL0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3335424140(NAD 83)
 OL0472
 OL0472  HISTORY     - Date     Condition        Report By
 OL0472  HISTORY     - 1953     MONUMENTED       CGS
 OL0472  HISTORY     - 19950819 GOOD             USPSQD
 OL0472  HISTORY     - 20021125 MARK NOT FOUND   USPSQD
 OL0472  HISTORY     - 20040329 MARK NOT FOUND   USPSQD
 OL0472
 OL0472                          STATION DESCRIPTION
 OL0472
 OL0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OL0472'STATION IS THE CENTER OF THE TOP OF THE TANK, LOCATED ABOUT
 OL0472'150 FEET SOUTHEAST
 OL0472'OF THE INTERSECTION OF PROSPECT AV. AND WISCONSIN AVE. IN THE
 OL0472'SOUTHWEST SECTION OF CEDAR GROVE.  IT
 OL0472'IS A FOUR LEGGED STEEL STRUCTURE ABOUT 100 FEET HIGH
 OL0472'PAINTED SILVER.  IT HAS THE LEGEND CEDAR GROVE
 OL0472'IN BLACK LETTERS ON EAST AND WEST SIDE.
 OL0472
 OL0472                          STATION RECOVERY (1995)
 OL0472
 OL0472'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0472'RECOVERED IN GOOD CONDITION.
 OL0472
 OL0472                          STATION RECOVERY (2002)
 OL0472
 OL0472'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OL0472'NOT RECOVERED.  THE CITY WATER TANK WAS TAKEN DOWN AND THE FENCE AND
 OL0472'FOOTINGS REMOVED.  IT IS NOW AN EMPTY LOT.  A NEW TANK WAS BUILT
 OL0472'BEHIND THE CEDAR GROVE PUBLIC LIBRARY SOUTH OF VAN ALTENA AVE. IN
 OL0472'2000.
 OL0472
 OL0472                          STATION RECOVERY (2004)
 OL0472
 OL0472'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 OL0472'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0518 ***********************************************************************
 QN0518  DESIGNATION -  CEDAR RAPIDS TOWER L
 QN0518  PID         -  QN0518
 QN0518  STATE/COUNTY-  WI/RUSK
 QN0518  USGS QUAD   -  BIG FALLS DAM (1981)
 QN0518
 QN0518                         *CURRENT SURVEY CONTROL
 QN0518  ___________________________________________________________________
 QN0518* NAD 83(1991)-  45 34 02.45083(N)    090 53 18.37506(W)     ADJUSTED  
 QN0518* NAVD 88     -       432.     (meters)    1417.     (feet)  SCALED    
 QN0518  ___________________________________________________________________
 QN0518  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 QN0518  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 QN0518
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0518
 QN0518.The geoid height was determined by GEOID03.
 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;SPC WI N     -    44,921.103   530,645.731   MT  0.99999988   -0 38 27.2
 QN0518;SPC WI N     -   147,378.65  1,740,960.20   sFT  0.99999988   -0 38 27.2
 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     -   0.99993702  x   1.00001352  =   0.99995054
 QN0518!SPC WI N     -   0.99993702  x   0.99999988  =   0.99993690
 QN0518!UTM  15      -   0.99993702  x   0.99993381  =   0.99987083
 QN0518
 QN0518                          SUPERSEDED SURVEY CONTROL
 QN0518
 QN0518  NAD 83(1986)-  45 34 02.44658(N)    090 53 18.37122(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0518.See file dsdata.txt to determine how the superseded data were derived.
 QN0518
 QN0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL6477248147(NAD 83)
 QN0518_MARKER: DD = SURVEY DISK
 QN0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0518_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QN0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0518+STABILITY: SURFACE MOTION
 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 = OCTOBER  7, 2006
 OM0723 ***********************************************************************
 OM0723  DESIGNATION -  CEDARBURG
 OM0723  PID         -  OM0723
 OM0723  STATE/COUNTY-  WI/OZAUKEE
 OM0723  USGS QUAD   -  FIVE CORNERS (1994)
 OM0723
 OM0723                         *CURRENT SURVEY CONTROL
 OM0723  ___________________________________________________________________
 OM0723* NAD 83(1991)-  43 18 28.60434(N)    088 00 22.21068(W)     ADJUSTED  
 OM0723* NAVD 88     -       292.     (meters)     958.     (feet)  SCALED    
 OM0723  ___________________________________________________________________
 OM0723  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 OM0723  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 OM0723
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0723
 OM0723.The geoid height was determined by GEOID03.
 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     -   0.99995971  x   0.99993387  =   0.99989358
 OM0723!UTM  16      -   0.99995971  x   0.99968191  =   0.99964163
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0723.See file dsdata.txt to determine how the superseded data were derived.
 OM0723
 OM0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1839995504(NAD 83)
 OM0723_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0723
 OM0723  HISTORY     - Date     Condition        Report By
 OM0723  HISTORY     - 1953     MONUMENTED       CGS
 OM0723  HISTORY     - 1960     SEE DESCRIPTION  CGS
 OM0723  HISTORY     - 1970     SEE DESCRIPTION  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 = OCTOBER  7, 2006
 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  USGS QUAD   -  CEDARBURG (1994)
 DF6042
 DF6042                         *CURRENT SURVEY CONTROL
 DF6042  ___________________________________________________________________
 DF6042* NAD 83(1997)-  43 19 21.67794(N)    087 58 59.55539(W)     ADJUSTED  
 DF6042* NAVD 88     -       252.49   (meters)     828.4    (feet)  GPS OBS   
 DF6042  ___________________________________________________________________
 DF6042  X           -     163,559.612 (meters)                     COMP
 DF6042  Y           -  -4,644,709.665 (meters)                     COMP
 DF6042  Z           -   4,353,800.487 (meters)                     COMP
 DF6042  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 DF6042  ELLIP HEIGHT-         217.41  (meters)          (06/11/03) GPS OBS
 DF6042  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 DF6042
 DF6042  HORZ ORDER  -  FIRST
 DF6042  ELLP ORDER  -  THIRD     CLASS I
 DF6042
 DF6042.The horizontal coordinates were established by GPS observations
 DF6042.and adjusted by the National Geodetic Survey in June 2003..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6042
 DF6042.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6042
 DF6042.The ellipsoidal height was determined by GPS observations
 DF6042.and is referenced to NAD 83.
 DF6042
 DF6042.The geoid height was determined by GEOID03.
 DF6042
 DF6042;                    North         East     Units Scale Factor Converg.
 DF6042;SPC WI S     -   148,915.828   763,560.997   MT  0.99993348   +1 23 08.7
 DF6042;SPC WI S     -   488,568.01  2,505,116.37   sFT  0.99993348   +1 23 08.7
 DF6042;UTM  16      - 4,797,119.121   420,280.602   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  =   0.99989939
 DF6042!UTM  16      -   0.99996591  x   0.99967817  =   0.99964409
 DF6042
 DF6042                          SUPERSEDED SURVEY CONTROL
 DF6042
 DF6042.No superseded survey control is available for this station.
 DF6042
 DF6042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2028197119(NAD 83)
 DF6042_MARKER: DD = SURVEY DISK
 DF6042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6042_STAMPING: CEDARBURG 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 - November 09, 2003
 DF6042
 DF6042  HISTORY     - Date     Condition        Report By
 DF6042  HISTORY     - 20001012 MONUMENTED       WIDT
 DF6042  HISTORY     - 20030320 GOOD             WIDT
 DF6042  HISTORY     - 20031109 GOOD             USPSQD
 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
 DF6042'KM NORTH OF CEDARBURG.   OWNERSHIP--WISCONSIN DEPARTMENT OF
 DF6042'TRANSPORTATION.  TO
 DF6042'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 60 AND STATE
 DF6042'HIGHWAY 181 ABOUT 2
 DF6042'KM NORTH OF THE CITY OF CEDARBURG, GO EAST ON STATE HIGHWAY 60 FOR 1.6
 DF6042'KM TO COUNTY
 DF6042'HIGHWAY I, CONTINUE EAST ON STATE HIGHWAY 60 FOR 0.2 KM TO THE STATION
 DF6042'ON THE RIGHT.  THE
 DF6042'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DF6042'SURVEY CONTROL
 DF6042'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A
 DF6042'DEPTH OF 2.4 M AND
 DF6042'ABOUT 1 M ABOVE THE LEVEL OF THE HIGHWAY PAVEMENT.  THE STATION IS
 DF6042'14.4 M SOUTH OF THE
 DF6042'CENTERLINE OF THE EASTBOUND LANES OF STATE HIGHWAY 60, 69 M WEST OF A
 DF6042'WOOD POST FOR A
 DF6042'--RIGHT LANE ENDS-- SIGN, 28.0 M SOUTHEAST OF A WOOD POST FOR A
 DF6042'--COUNTY I SOUTH-- SIGN, 4.3 M
 DF6042'EAST OF A METAL R/W POST, 1.0 M NORTH OF A WHITE PLASTIC WITNESS POST,
 DF6042'1.0 M EAST, 1.0 M
 DF6042'WEST, AND 1.0 M SOUTH OF THREE 4X4 ORANGE PLASTIC WITNESS POSTS.
 DF6042'---NOTE---THIS STATION
 DF6042'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DF6042'HORIZON.
 DF6042' 
 DF6042' 
 DF6042' 
 DF6042' 
 DF6042' 
 DF6042' 
 DF6042' 
 DF6042' 
 DF6042'
 DF6042
 DF6042                          STATION RECOVERY (2003)
 DF6042
 DF6042'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 DF6042'RECOVERED AS DESCRIBED.
 DF6042' 
 DF6042'
 DF6042
 DF6042                          STATION RECOVERY (2003)
 DF6042
 DF6042'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF6043 ***********************************************************************
 DF6043  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6043  DESIGNATION -  CEDARBURG GPS
 DF6043  PID         -  DF6043
 DF6043  STATE/COUNTY-  WI/OZAUKEE
 DF6043  USGS QUAD   -  FIVE CORNERS (1994)
 DF6043
 DF6043                         *CURRENT SURVEY CONTROL
 DF6043  ___________________________________________________________________
 DF6043* NAD 83(1997)-  43 21 11.96006(N)    088 00 19.47130(W)     ADJUSTED  
 DF6043* NAVD 88     -       260.14   (meters)     853.5    (feet)  GPS OBS   
 DF6043  ___________________________________________________________________
 DF6043  X           -     161,678.934 (meters)                     COMP
 DF6043  Y           -  -4,642,443.855 (meters)                     COMP
 DF6043  Z           -   4,356,281.217 (meters)                     COMP
 DF6043  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 DF6043  ELLIP HEIGHT-         225.11  (meters)          (06/11/03) GPS OBS
 DF6043  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 DF6043
 DF6043  HORZ ORDER  -  FIRST
 DF6043  ELLP ORDER  -  THIRD     CLASS I
 DF6043
 DF6043.The horizontal coordinates were established by GPS observations
 DF6043.and adjusted by the National Geodetic Survey in June 2003..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6043
 DF6043.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6043
 DF6043.The ellipsoidal height was determined by GPS observations
 DF6043.and is referenced to NAD 83.
 DF6043
 DF6043.The geoid height was determined by GEOID03.
 DF6043
 DF6043;                    North         East     Units Scale Factor Converg.
 DF6043;SPC WI S     -   152,274.732   761,679.627   MT  0.99993290   +1 22 13.8
 DF6043;SPC WI S     -   499,588.02  2,498,943.91   sFT  0.99993290   +1 22 13.8
 DF6043;UTM  16      - 4,800,542.632   418,521.666   MT  0.99968166   -0 41 24.9
 DF6043
 DF6043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6043!SPC WI S     -   0.99996470  x   0.99993290  =   0.99989760
 DF6043!UTM  16      -   0.99996470  x   0.99968166  =   0.99964637
 DF6043
 DF6043                          SUPERSEDED SURVEY CONTROL
 DF6043
 DF6043.No superseded survey control is available for this station.
 DF6043
 DF6043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1852200543(NAD 83)
 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 - November 09, 2003
 DF6043
 DF6043  HISTORY     - Date     Condition        Report By
 DF6043  HISTORY     - 20001012 MONUMENTED       WIDT
 DF6043  HISTORY     - 20030320 GOOD             WIDT
 DF6043  HISTORY     - 20031109 GOOD             USPSQD
 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
 DF6043'WASHINGTON.  OWNERSHIP--TOWN OF CEDARBURG.  TO REACH THE STATION FROM
 DF6043'THE JUNCTION OF
 DF6043'STATE HIGHWAY 60 WITH STATE HIGHWAY 181 ABOUT 1 KM NORTHWEST OF THE
 DF6043'CITY OF
 DF6043'CEDARBURG, GO EAST ON STATE HIGHWAY 60 FOR 1.6 KM TO COUNTY HIGHWAY I,
 DF6043'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
 DF6043'PLEASANT VALLEY ROAD FOR 1.6 KM TO COVERED BRIDGE ROAD ON THE RIGHT,
 DF6043'TURN RIGHT AND GO
 DF6043'NORTH ON COVERED BRIDGE ROAD FOR 0.2 KM TO THE STATION ON THE LEFT.
 DF6043'THE STATION IS A
 DF6043'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF6043'STATION DISK
 DF6043'SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4
 DF6043'M AND ABOUT LEVEL
 DF6043'WITH THE ROAD PAVEMENT.  THE STATION IS 9.8 M WEST OF THE CENTERLINE
 DF6043'OF COVERED BRIDGE
 DF6043'ROAD, 91 M SOUTH OF A WOOD POST FOR A --STOP AHEAD-- SIGN, 53.0 M
 DF6043'NORTHWEST OF A POWER
 DF6043'POLE --731--, 28.3 M SOUTHWEST OF A POWER POLE --730--, 0.9 M EAST OF
 DF6043'A WHITE PLASTIC
 DF6043'WITNESS POST, 1.0 M NORTH, 1.0 M SOUTH, AND 1.0 M WEST OF THREE 4X4
 DF6043'ORANGE PLASTIC
 DF6043'WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF6043'EXTENDING HIGHER THAN
 DF6043'15 DEGREES ABOVE THE HORIZON.
 DF6043' 
 DF6043' 
 DF6043' 
 DF6043' 
 DF6043' 
 DF6043' 
 DF6043' 
 DF6043'
 DF6043
 DF6043                          STATION RECOVERY (2003)
 DF6043
 DF6043'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 DF6043'RECOVERED AS DESCRIBED.
 DF6043' 
 DF6043'
 DF6043
 DF6043                          STATION RECOVERY (2003)
 DF6043
 DF6043'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0444 ***********************************************************************
 OL0444  DESIGNATION -  CEDARBURG MUNICIPAL TANK
 OL0444  PID         -  OL0444
 OL0444  STATE/COUNTY-  WI/OZAUKEE
 OL0444  USGS QUAD   -  CEDARBURG (1994)
 OL0444
 OL0444                         *CURRENT SURVEY CONTROL
 OL0444  ___________________________________________________________________
 OL0444* NAD 83(1991)-  43 18 04.84399(N)    087 59 09.10015(W)     ADJUSTED  
 OL0444* NAVD 88     -                                                        
 OL0444  ___________________________________________________________________
 OL0444  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 OL0444  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 OL0444
 OL0444  HORZ ORDER  -  THIRD
 OL0444
 OL0444.The horizontal coordinates were established by classical geodetic methods
 OL0444.and adjusted by the National Geodetic Survey in November 1991..
 OL0444
 OL0444
 OL0444.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0444
 OL0444.The geoid height was determined by GEOID03.
 OL0444
 OL0444;                    North         East     Units Scale Factor Converg.
 OL0444;SPC WI S     -   146,540.323   763,403.281   MT  0.99993406   +1 23 02.1
 OL0444;SPC WI S     -   480,774.38  2,504,598.93   sFT  0.99993406   +1 23 02.1
 OL0444;UTM  16      - 4,794,751.427   420,037.651   MT  0.99967865   -0 40 34.2
 OL0444
 OL0444                          SUPERSEDED SURVEY CONTROL
 OL0444
 OL0444  NAD 83(1986)-  43 18 04.83312(N)    087 59 09.10818(W) AD(       ) 4
 OL0444  NAD 27      -  43 18 04.82000(N)    087 59 08.78000(W) AD(       ) 3
 OL0444
 OL0444.Superseded values are not recommended for survey control.
 OL0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0444.See file dsdata.txt to determine how the superseded data were derived.
 OL0444
 OL0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2003894751(NAD 83)
 OL0444
 OL0444  HISTORY     - Date     Condition        Report By
 OL0444  HISTORY     - 1953     MONUMENTED       CGS
 OL0444  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OL0444  HISTORY     - 20021103 MARK NOT FOUND   USPSQD
 OL0444
 OL0444                          STATION DESCRIPTION
 OL0444
 OL0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OL0444'STATION IS THE METAL BALL AT THE APEX OF THE ROOF OF THE
 OL0444'CEDARBURG
 OL0444'MUNICIPAL WATER TANK, LOCATED ON A HIGH HILL IN THE NORTH SECTION OF
 OL0444'CEDARBURG, ABOUT 150 FEET NORTH OF
 OL0444'BRIDGE STREET, BETWEEN JEFFERSON AND E.  COLUMBIA STREETS.  IT IS A
 OL0444'STEEL TANK, ATOP A 4-LEGGED STEEL
 OL0444'STRUCTURE, PAINTED SILVER AND IS ABOUT 110 FEET HIGH.
 OL0444
 OL0444                          STATION RECOVERY (1971)
 OL0444
 OL0444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JGR)
 OL0444'RECOVERED AS DESCRIBED IN 1953 DESCRIPTION, WITH THE EXCEPTION THAT
 OL0444'THE WATER TANK IS
 OL0444'LOCATED BETWEEN N. MEQUON AND JEFFERSON STREETS, NOT E. COLUMBIA
 OL0444'AND JEFFERSON.
 OL0444
 OL0444                          STATION RECOVERY (2002)
 OL0444
 OL0444'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OL0444'THE WATER TANK BETWEEN N. MEQUON AND JEFFERSON STREETS HAS BEEN TOWN
 OL0444'DOWN AND IS NOW PARK LAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0727 ***********************************************************************
 OM0727  DESIGNATION -  CEDARBURG RAD STA KSD 96 MAST
 OM0727  PID         -  OM0727
 OM0727  STATE/COUNTY-  WI/OZAUKEE
 OM0727  USGS QUAD   -  FIVE CORNERS (1994)
 OM0727
 OM0727                         *CURRENT SURVEY CONTROL
 OM0727  ___________________________________________________________________
 OM0727* NAD 83(1991)-  43 17 50.30302(N)    088 01 24.62558(W)     ADJUSTED  
 OM0727* NAVD 88     -                                                        
 OM0727  ___________________________________________________________________
 OM0727  LAPLACE CORR-          -3.61  (seconds)                    DEFLEC99
 OM0727  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 OM0727
 OM0727  HORZ ORDER  -  THIRD
 OM0727
 OM0727.The horizontal coordinates were established by classical geodetic methods
 OM0727.and adjusted by the National Geodetic Survey in November 1991..
 OM0727
 OM0727
 OM0727.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0727
 OM0727.The geoid height was determined by GEOID03.
 OM0727
 OM0727;                    North         East     Units Scale Factor Converg.
 OM0727;SPC WI S     -   146,018.654   760,360.348   MT  0.99993419   +1 21 29.0
 OM0727;SPC WI S     -   479,062.87  2,494,615.58   sFT  0.99993419   +1 21 29.0
 OM0727;UTM  16      - 4,794,339.583   416,978.704   MT  0.99968478   -0 42 07.0
 OM0727
 OM0727                          SUPERSEDED SURVEY CONTROL
 OM0727
 OM0727  NAD 83(1986)-  43 17 50.29245(N)    088 01 24.63342(W) AD(       ) 4
 OM0727  NAD 27      -  43 17 50.28000(N)    088 01 24.31400(W) AD(       ) 3
 OM0727
 OM0727.Superseded values are not recommended for survey control.
 OM0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0727.See file dsdata.txt to determine how the superseded data were derived.
 OM0727
 OM0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1697994340(NAD 83)
 OM0727
 OM0727  HISTORY     - Date     Condition        Report By
 OM0727  HISTORY     - 1953     MONUMENTED       CGS
 OM0727  HISTORY     - 20021103 MARK NOT FOUND   USPSQD
 OM0727
 OM0727                          STATION DESCRIPTION
 OM0727
 OM0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0727'STATION IS THE CENTER OF THE TOP OF THE MAST OF RADIO STATION
 OM0727'KSD 96 LOCATED ABOUT 100 FEET EAST OF A GRAVEL ROAD ABOUT 2
 OM0727'MILES WEST OF CEDARBURG.  THE MAST IS A THREE-LEGGED STEEL
 OM0727'STRUCTURE SUPPORTED BY GUY WIRES, IS ABOUT 120 FEET HIGH, IS
 OM0727'PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE AND HAS TWO LARGE
 OM0727'CIRCULAR SCREEN REFLECTORS AT THE TOP.
 OM0727'
 OM0727'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 143
 OM0727'AND 57 IN CEDARBURG, GO NORTH ON HIGHWAY 143 FOR 0.3 MILE TO
 OM0727'A PAVED CROSS-STREET (BRIDGE STREET).  TURN LEFT AND GO WEST
 OM0727'FOR 0.7 MILE TO A PAVED CROSSROAD.  CONTINUE WEST ON A GRAVEL
 OM0727'ROAD FOR 1.0 MILE TO A GRAVEL CROSSROAD.  TURN LEFT AND GO
 OM0727'SOUTH ON GRAVEL ROAD FOR 0.2 MILE TO THE MAST ON THE LEFT.
 OM0727
 OM0727                          STATION RECOVERY (2002)
 OM0727
 OM0727'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0727'THE RADIO MAST APPEARS TO HAVE BEEN REPLACED AT THE SAME SITE BY A NEW
 OM0727'MAST OF SAME DESCRIPTION WITH MANY NEW DISHES AND ANTENNEA.  IT IS
 OM0727'IDENTIFIED AS ANR PIPE CO. RADIO SHELTER. FROM THE INTERSECTION OF
 OM0727'WASHINGTON ST. AND BRIDGE ST., GO WEST FOR 1.7 MI ON BRIDGE ST. AND
 OM0727'TURN LEFT ON HORNS CORNER RD. FOR 0.2 MILE TO 580 HORNS CORNER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0445 ***********************************************************************
 OL0445  DESIGNATION -  CEDARBURG ST F BORGIA CATH CH
 OL0445  PID         -  OL0445
 OL0445  STATE/COUNTY-  WI/OZAUKEE
 OL0445  USGS QUAD   -  CEDARBURG (1994)
 OL0445
 OL0445                         *CURRENT SURVEY CONTROL
 OL0445  ___________________________________________________________________
 OL0445* NAD 83(1991)-  43 17 32.16862(N)    087 59 09.07710(W)     ADJUSTED  
 OL0445* NAVD 88     -                                                        
 OL0445  ___________________________________________________________________
 OL0445  LAPLACE CORR-          -4.05  (seconds)                    DEFLEC99
 OL0445  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 OL0445
 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
 OL0445.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0445
 OL0445.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 OL0445
 OL0445  NAD 83(1986)-  43 17 32.15776(N)    087 59 09.08524(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0445.See file dsdata.txt to determine how the superseded data were derived.
 OL0445
 OL0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2002693743(NAD 83)
 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     MONUMENTED       CGS
 OL0445  HISTORY     - 1971     SEE DESCRIPTION  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 = OCTOBER  7, 2006
 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  USGS QUAD   -  FIVE CORNERS (1994)
 DF6041
 DF6041                         *CURRENT SURVEY CONTROL
 DF6041  ___________________________________________________________________
 DF6041* NAD 83(1997)-  43 17 37.35588(N)    088 02 36.85581(W)     ADJUSTED  
 DF6041* NAVD 88     -       279.21   (meters)     916.0    (feet)  GPS OBS   
 DF6041  ___________________________________________________________________
 DF6041  X           -     158,742.371 (meters)                     COMP
 DF6041  Y           -  -4,647,106.008 (meters)                     COMP
 DF6041  Z           -   4,351,476.094 (meters)                     COMP
 DF6041  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 DF6041  ELLIP HEIGHT-         244.25  (meters)          (06/11/03) GPS OBS
 DF6041  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 DF6041
 DF6041  HORZ ORDER  -  FIRST
 DF6041  ELLP ORDER  -  THIRD     CLASS I
 DF6041
 DF6041.The horizontal coordinates were established by GPS observations
 DF6041.and adjusted by the National Geodetic Survey in June 2003..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6041
 DF6041.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6041
 DF6041.The ellipsoidal height was determined by GPS observations
 DF6041.and is referenced to NAD 83.
 DF6041
 DF6041.The geoid height was determined by GEOID03.
 DF6041
 DF6041;                    North         East     Units Scale Factor Converg.
 DF6041;SPC WI S     -   145,580.844   758,742.157   MT  0.99993430   +1 20 39.4
 DF6041;SPC WI S     -   477,626.49  2,489,306.56   sFT  0.99993430   +1 20 39.4
 DF6041;UTM  16      - 4,793,960.316   415,346.226   MT  0.99968815   -0 42 56.4
 DF6041
 DF6041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6041!SPC WI S     -   0.99996170  x   0.99993430  =   0.99989600
 DF6041!UTM  16      -   0.99996170  x   0.99968815  =   0.99964986
 DF6041
 DF6041                          SUPERSEDED SURVEY CONTROL
 DF6041
 DF6041.No superseded survey control is available for this station.
 DF6041
 DF6041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1534693960(NAD 83)
 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 - November 09, 2003
 DF6041
 DF6041  HISTORY     - Date     Condition        Report By
 DF6041  HISTORY     - 20001012 MONUMENTED       WIDT
 DF6041  HISTORY     - 20031109 GOOD             USPSQD
 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
 DF6041'CEDARBURG.  OWNERSHIP--OZAUKEE COUNTY.  TO REACH THE STATION FROM THE
 DF6041'JUNCTION OF US
 DF6041'HIGHWAY 45 WITH STATE HIGHWAY 60 ABOUT 11 KM SOUTH OF THE CITY OF WEST
 DF6041'BEND, GO EAST ON
 DF6041'STATE HIGHWAY 60 FOR 11.4 KM TO COUNTY HIGHWAY Y, TURN RIGHT AND GO
 DF6041'SOUTH ON COUNTY
 DF6041'HIGHWAY Y FOR 2.4 KM TO BRIDGE ROAD, CONTINUE SOUTH ON COUNTY HIGHWAY
 DF6041'Y FOR 0.8 KM TO
 DF6041'THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DF6041'OF
 DF6041'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF6041'A 41-CM DIAMETER
 DF6041'CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 1 M BELOW THE HIGHWAY
 DF6041'PAVEMENT.  THE
 DF6041'STATION IS 12.0 M EAST OF THE CENTERLINE OF COUNTY HIGHWAY Y, 49.8 M
 DF6041'NORTH OF THE
 DF6041'CENTERLINE OF COUNTY HIGHWAY T, 46 M SOUTH OF A FIELD ENTRANCE, 23.4 M
 DF6041'NORTH-NORTHEAST
 DF6041'OF A WOOD POST FOR A --CTH Y-- SIGN, 3 M WEST OF A CULTIVATED FIELD,
 DF6041'0.8 M EAST OF A WHITE
 DF6041'PLASTIC WITNESS POST, AND 1.0 M WEST, 1.0 M NORTH, AND 1.0 M SOUTH OF
 DF6041'THREE 4X4 ORANGE
 DF6041'PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO VISIBLE
 DF6041'OBSTRUCTIONS EXTENDING
 DF6041'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF6041' 
 DF6041' 
 DF6041' 
 DF6041' 
 DF6041' 
 DF6041' 
 DF6041' 
 DF6041' 
 DF6041' 
 DF6041'
 DF6041
 DF6041                          STATION RECOVERY (2003)
 DF6041
 DF6041'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0602 ***********************************************************************
 QM0602  DESIGNATION -  CEDARVILLE LOT USGS 1932
 QM0602  PID         -  QM0602
 QM0602  STATE/COUNTY-  WI/MARINETTE
 QM0602  USGS QUAD   -  ATHELSTANE (1972)
 QM0602
 QM0602                         *CURRENT SURVEY CONTROL
 QM0602  ___________________________________________________________________
 QM0602* NAD 83(1991)-  45 27 19.88123(N)    088 00 32.97033(W)     ADJUSTED  
 QM0602* NAVD 88     -       308.     (meters)    1010.     (feet)  SCALED    
 QM0602  ___________________________________________________________________
 QM0602  LAPLACE CORR-          -5.03  (seconds)                    DEFLEC99
 QM0602  GEOID HEIGHT-         -35.64  (meters)                     GEOID03
 QM0602
 QM0602  HORZ ORDER  -  THIRD
 QM0602
 QM0602.The horizontal coordinates were established by classical geodetic methods
 QM0602.and adjusted by the National Geodetic Survey in November 1991..
 QM0602
 QM0602.The orthometric height was scaled from a topographic map.
 QM0602
 QM0602.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0602
 QM0602.The geoid height was determined by GEOID03.
 QM0602
 QM0602;                    North         East     Units Scale Factor Converg.
 QM0602;SPC WI C     -   182,171.035   755,705.915   MT  0.99999183   +1 24 16.9
 QM0602;SPC WI C     -   597,672.80  2,479,345.16   sFT  0.99999183   +1 24 16.9
 QM0602;UTM  16      - 5,034,050.478   421,095.688   MT  0.99967655   -0 43 09.4
 QM0602
 QM0602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0602!SPC WI C     -   0.99995730  x   0.99999183  =   0.99994913
 QM0602!UTM  16      -   0.99995730  x   0.99967655  =   0.99963387
 QM0602
 QM0602                          SUPERSEDED SURVEY CONTROL
 QM0602
 QM0602  NAD 83(1986)-  45 27 19.88348(N)    088 00 32.97392(W) AD(       ) 4
 QM0602  NAD 27      -  45 27 20.00300(N)    088 00 32.56600(W) AD(       ) 3
 QM0602
 QM0602.Superseded values are not recommended for survey control.
 QM0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0602.See file dsdata.txt to determine how the superseded data were derived.
 QM0602
 QM0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR2109634050(NAD 83)
 QM0602_MARKER: DB = BENCH MARK DISK
 QM0602_SETTING: 0 = UNSPECIFIED SETTING
 QM0602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0602
 QM0602  HISTORY     - Date     Condition        Report By
 QM0602  HISTORY     - 1934     MONUMENTED       USGS
 QM0602  HISTORY     - 1954     GOOD             CGS
 QM0602  HISTORY     - 19921031 MARK NOT FOUND   USPSQD
 QM0602  HISTORY     - 20011006 MARK NOT FOUND   USPSQD
 QM0602
 QM0602                          STATION DESCRIPTION
 QM0602
 QM0602'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (CAS)
 QM0602'THIS STATION IS THE CENTER OF THE CEDARVILLE FIRE LOOKOUT
 QM0602'TOWER OF THE WISCONSIN DEPARTMENT OF CONSERVATION.  IT IS A
 QM0602'STANDARD SQUARE SKELETON STEEL TOWER WITH AN ENCLOSED CABIN
 QM0602'ON TOP.  IT IS 79.5 FEET HIGH AND WAS ERECTED IN 1933.
 QM0602'
 QM0602'THE TOWER IS ABOUT 11 MILES NORTH-NORTHWEST OF MIDDLE INLET,
 QM0602'IN THE SE 1/4 SW 1/4 OF SEC. 33, T. 35 N., R. 20 E., ON THE
 QM0602'HIGHEST POINT OF THE HILL.
 QM0602
 QM0602                          STATION RECOVERY (1954)
 QM0602
 QM0602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QM0602'STATION IS LOCATED ABOUT 5-1/2 MILES NORTHWEST OF WAUSAUKEE
 QM0602'AND 3 MILES SOUTH SOUTHWEST OF AMBERG ON A HIGH PROMINENT
 QM0602'WOODED HILL IN THE CENTER OF THE BASE OF THE CEDARVILLE
 QM0602'LOOKOUT TOWER.  THE MARK IS A STANDARD U.S.G.S. BENCH MARK DISK
 QM0602'SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED CEDARVILLE
 QM0602'TOWER 1932 TT 1935.
 QM0602'
 QM0602'A TRAVERSE CONNECTION WAS MADE TO MARK FROM STATION CEDARVILLE
 QM0602'AND THE DISTANCE IS 15.617 METERS OR 51.24 FEET SOUTH SOUTHEAST.
 QM0602'
 QM0602'TO REACH STATION FROM THE POST OFFICE IN WAUSAUKEE GO NORTHERLY
 QM0602'ON U.S. HIGHWAY 141 FOR 5.7 MILES TO A CROSSROADS.  TURN LEFT
 QM0602'AND GO WEST ON DIRT ROAD FOR 1.0 MILE TO FORKS.  TAKE RIGHT
 QM0602'FORK ON TRACK ROAD FOR 0.9 MILE TO SIDE ROAD RIGHT.  TURN
 QM0602'RIGHT AND GO 0.2 MILE TO END OF ROAD AT LOOKOUT TOWER AND
 QM0602'STATION AS DESCRIBED.
 QM0602
 QM0602                          STATION RECOVERY (1992)
 QM0602
 QM0602'RECOVERY NOTE BY US POWER SQUADRON 1992 (AJT)
 QM0602'MARK NOT FOUND.
 QM0602
 QM0602                          STATION RECOVERY (2001)
 QM0602
 QM0602'RECOVERY NOTE BY US POWER SQUADRON 2001 (KS)
 QM0602'A SMALL BLDG HAS BEEN ERECTED OVER THE CENTER OF THE DISMANTELED FIRE
 QM0602'TOWER BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0603 ***********************************************************************
 QM0603  DESIGNATION -  CEDARVILLE REST
 QM0603  PID         -  QM0603
 QM0603  STATE/COUNTY-  WI/MARINETTE
 QM0603  USGS QUAD   -  ATHELSTANE (1972)
 QM0603
 QM0603                         *CURRENT SURVEY CONTROL
 QM0603  ___________________________________________________________________
 QM0603* NAD 83(1991)-  45 27 20.38129(N)    088 00 33.07891(W)     ADJUSTED  
 QM0603* NAVD 88     -       308.     (meters)    1010.     (feet)  SCALED    
 QM0603  ___________________________________________________________________
 QM0603  LAPLACE CORR-          -5.02  (seconds)                    DEFLEC99
 QM0603  GEOID HEIGHT-         -35.64  (meters)                     GEOID03
 QM0603
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0603
 QM0603.The geoid height was determined by GEOID03.
 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  =   0.99994916
 QM0603!UTM  16      -   0.99995730  x   0.99967655  =   0.99963387
 QM0603
 QM0603|---------------------------------------------------------------------|
 QM0603| PID    Reference Object                     Distance      Geod. Az  |
 QM0603|                                                           dddmmss.s |
 QM0603| QM0602 CEDARVILLE LOT USGS 1932             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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0603.See file dsdata.txt to determine how the superseded data were derived.
 QM0603
 QM0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR2109434066(NAD 83)
 QM0603_MARKER: DS = TRIANGULATION STATION DISK
 QM0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 OM0646 ***********************************************************************
 OM0646  DESIGNATION -  CEE
 OM0646  PID         -  OM0646
 OM0646  STATE/COUNTY-  WI/DANE
 OM0646  USGS QUAD   -  WAUNAKEE (1983)
 OM0646
 OM0646                         *CURRENT SURVEY CONTROL
 OM0646  ___________________________________________________________________
 OM0646* NAD 83(1997)-  43 08 14.24126(N)    089 27 12.19424(W)     ADJUSTED  
 OM0646* NAVD 88     -       282.7    (meters)     927.     (feet)  VERTCON   
 OM0646  ___________________________________________________________________
 OM0646  X           -      44,473.019 (meters)                     COMP
 OM0646  Y           -  -4,661,507.047 (meters)                     COMP
 OM0646  Z           -   4,338,813.587 (meters)                     COMP
 OM0646  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 OM0646  ELLIP HEIGHT-         248.16  (meters)          (06/17/02) GPS OBS
 OM0646  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 OM0646
 OM0646  HORZ ORDER  -  SECOND
 OM0646  ELLP ORDER  -  FOURTH    CLASS I
 OM0646
 OM0646.The horizontal coordinates were established by GPS observations
 OM0646.and adjusted by the National Geodetic Survey in June 2002..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0646
 OM0646.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0646
 OM0646.The ellipsoidal height was determined by GPS observations
 OM0646.and is referenced to NAD 83.
 OM0646
 OM0646.The geoid height was determined by GEOID03.
 OM0646
 OM0646;                    North         East     Units Scale Factor Converg.
 OM0646;SPC WI S     -   126,487.523   644,469.118   MT  0.99994310   +0 22 32.1
 OM0646;SPC WI S     -   414,984.48  2,114,395.76   sFT  0.99994310   +0 22 32.1
 OM0646;UTM  16      - 4,778,982.552   300,470.182   MT  1.00008978   -1 40 41.0
 OM0646
 OM0646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0646!SPC WI S     -   0.99996108  x   0.99994310  =   0.99990419
 OM0646!UTM  16      -   0.99996108  x   1.00008978  =   1.00005086
 OM0646
 OM0646                          SUPERSEDED SURVEY CONTROL
 OM0646
 OM0646  NAD 83(1991)-  43 08 14.24073(N)    089 27 12.19282(W) AD(       ) 2
 OM0646  ELLIP H (11/21/91)  248.26   (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)          927.     (f) GPS OBS        
 OM0646
 OM0646.Superseded values are not recommended for survey control.
 OM0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0646.See file dsdata.txt to determine how the superseded data were derived.
 OM0646
 OM0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0047078983(NAD 83)
 OM0646_MARKER: DD = SURVEY DISK
 OM0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0646_SP_SET: CONCRETE POST
 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 = OCTOBER  7, 2006
 PN0647 ***********************************************************************
 PN0647  DESIGNATION -  CEK 1 L 24
 PN0647  PID         -  PN0647
 PN0647  STATE/COUNTY-  WI/OUTAGAMIE
 PN0647  USGS QUAD   -  KAUKAUNA (1992)
 PN0647
 PN0647                         *CURRENT SURVEY CONTROL
 PN0647  ___________________________________________________________________
 PN0647* NAD 83(1986)-  44 16 54.     (N)    088 15 48.     (W)     SCALED    
 PN0647* NAVD 88     -       201.130  (meters)     659.87   (feet)  ADJUSTED  
 PN0647  ___________________________________________________________________
 PN0647  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PN0647  DYNAMIC HT  -         201.099 (meters)     659.77  (feet)  COMP
 PN0647  MODELED GRAV-     980,456.1   (mgal)                       NAVD 88
 PN0647
 PN0647  VERT ORDER  -  SECOND    CLASS I
 PN0647
 PN0647.The horizontal coordinates were scaled from a topographic map and have
 PN0647.an estimated accuracy of +/- 6 seconds.
 PN0647
 PN0647.The orthometric height was determined by differential leveling
 PN0647.and adjusted by the National Geodetic Survey in May 2003..
 PN0647
 PN0647.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 PN0647;SPC WI C     -    51,300.      738,620.      MT  (+/- 180 meters Scaled)
 PN0647
 PN0647                          SUPERSEDED SURVEY CONTROL
 PN0647
 PN0647  NAVD 88 (06/15/91)  201.128  (m)          659.87   (f) UNKNOWN     1 0
 PN0647
 PN0647.Superseded values are not recommended for survey control.
 PN0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0647.See file dsdata.txt to determine how the superseded data were derived.
 PN0647
 PN0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ991039(NAD 83)
 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: USE   
 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 02, 2005
 PN0647
 PN0647  HISTORY     - Date     Condition        Report By
 PN0647  HISTORY     - UNK      MONUMENTED       USE
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0648 ***********************************************************************
 PN0648  DESIGNATION -  CEK 2 L 24
 PN0648  PID         -  PN0648
 PN0648  STATE/COUNTY-  WI/OUTAGAMIE
 PN0648  USGS QUAD   -  KAUKAUNA (1992)
 PN0648
 PN0648                         *CURRENT SURVEY CONTROL
 PN0648  ___________________________________________________________________
 PN0648* NAD 83(1986)-  44 16 57.     (N)    088 15 33.     (W)     SCALED    
 PN0648* NAVD 88     -       197.175  (meters)     646.90   (feet)  ADJUSTED  
 PN0648  ___________________________________________________________________
 PN0648  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PN0648  DYNAMIC HT  -         197.144 (meters)     646.80  (feet)  COMP
 PN0648  MODELED GRAV-     980,456.4   (mgal)                       NAVD 88
 PN0648
 PN0648  VERT ORDER  -  FIRST     CLASS 0
 PN0648
 PN0648.The horizontal coordinates were scaled from a topographic map and have
 PN0648.an estimated accuracy of +/- 6 seconds.
 PN0648
 PN0648.The orthometric height was determined by differential leveling
 PN0648.and adjusted by the National Geodetic Survey in June 1991..
 PN0648
 PN0648.The geoid height was determined by GEOID03.
 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     -    51,400.      738,950.      MT  (+/- 180 meters Scaled)
 PN0648
 PN0648                          SUPERSEDED SURVEY CONTROL
 PN0648
 PN0648.No superseded survey control is available for this station.
 PN0648
 PN0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ995040(NAD 83)
 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: USE   
 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       USE
 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 = OCTOBER  7, 2006
 PN0649 ***********************************************************************
 PN0649  DESIGNATION -  CEK 3 L 23
 PN0649  PID         -  PN0649
 PN0649  STATE/COUNTY-  WI/OUTAGAMIE
 PN0649  USGS QUAD   -  KAUKAUNA (1992)
 PN0649
 PN0649                         *CURRENT SURVEY CONTROL
 PN0649  ___________________________________________________________________
 PN0649* NAD 83(1986)-  44 17 01.     (N)    088 15 21.     (W)     SCALED    
 PN0649* NAVD 88     -       194.049  (meters)     636.64   (feet)  ADJUSTED  
 PN0649  ___________________________________________________________________
 PN0649  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PN0649  DYNAMIC HT  -         194.018 (meters)     636.54  (feet)  COMP
 PN0649  MODELED GRAV-     980,456.5   (mgal)                       NAVD 88
 PN0649
 PN0649  VERT ORDER  -  SECOND    CLASS I
 PN0649
 PN0649.The horizontal coordinates were scaled from a topographic map and have
 PN0649.an estimated accuracy of +/- 6 seconds.
 PN0649
 PN0649.The orthometric height was determined by differential leveling
 PN0649.and adjusted by the National Geodetic Survey in May 2003..
 PN0649
 PN0649.The geoid height was determined by GEOID03.
 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     -    51,530.      739,210.      MT  (+/- 180 meters Scaled)
 PN0649
 PN0649                          SUPERSEDED SURVEY CONTROL
 PN0649
 PN0649  NAVD 88 (06/15/91)  194.047  (m)          636.64   (f) UNKNOWN     1 0
 PN0649
 PN0649.Superseded values are not recommended for survey control.
 PN0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0649.See file dsdata.txt to determine how the superseded data were derived.
 PN0649
 PN0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ997041(NAD 83)
 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: USE   
 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       USE
 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 = OCTOBER  7, 2006
 PN0650 ***********************************************************************
 PN0650  DESIGNATION -  CEK 4 L 23
 PN0650  PID         -  PN0650
 PN0650  STATE/COUNTY-  WI/OUTAGAMIE
 PN0650  USGS QUAD   -  KAUKAUNA (1992)
 PN0650
 PN0650                         *CURRENT SURVEY CONTROL
 PN0650  ___________________________________________________________________
 PN0650* NAD 83(1986)-  44 17 03.     (N)    088 15 10.     (W)     SCALED    
 PN0650* NAVD 88     -       190.981  (meters)     626.58   (feet)  ADJUSTED  
 PN0650  ___________________________________________________________________
 PN0650  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PN0650  DYNAMIC HT  -         190.951 (meters)     626.48  (feet)  COMP
 PN0650  MODELED GRAV-     980,456.8   (mgal)                       NAVD 88
 PN0650
 PN0650  VERT ORDER  -  FIRST     CLASS 0
 PN0650
 PN0650.The horizontal coordinates were scaled from a topographic map and have
 PN0650.an estimated accuracy of +/- 6 seconds.
 PN0650
 PN0650.The orthometric height was determined by differential leveling
 PN0650.and adjusted by the National Geodetic Survey in June 1991..
 PN0650
 PN0650.The geoid height was determined by GEOID03.
 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     -    51,600.      739,460.      MT  (+/- 180 meters Scaled)
 PN0650
 PN0650                          SUPERSEDED SURVEY CONTROL
 PN0650
 PN0650.No superseded survey control is available for this station.
 PN0650
 PN0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ000041(NAD 83)
 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: USE   
 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       USE
 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 = OCTOBER  7, 2006
 PN0651 ***********************************************************************
 PN0651  DESIGNATION -  CEK 5 L 23
 PN0651  PID         -  PN0651
 PN0651  STATE/COUNTY-  WI/OUTAGAMIE
 PN0651  USGS QUAD   -  WRIGHTSTOWN (1992)
 PN0651
 PN0651                         *CURRENT SURVEY CONTROL
 PN0651  ___________________________________________________________________
 PN0651* NAD 83(1986)-  44 17 12.     (N)    088 14 51.     (W)     SCALED    
 PN0651* NAVD 88     -       187.889  (meters)     616.43   (feet)  ADJUSTED  
 PN0651  ___________________________________________________________________
 PN0651  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PN0651  DYNAMIC HT  -         187.860 (meters)     616.34  (feet)  COMP
 PN0651  MODELED GRAV-     980,457.3   (mgal)                       NAVD 88
 PN0651
 PN0651  VERT ORDER  -  FIRST     CLASS 0
 PN0651
 PN0651.The horizontal coordinates were scaled from a topographic map and have
 PN0651.an estimated accuracy of +/- 6 seconds.
 PN0651
 PN0651.The orthometric height was determined by differential leveling
 PN0651.and adjusted by the National Geodetic Survey in June 1991..
 PN0651
 PN0651.The geoid height was determined by GEOID03.
 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     -    51,880.      739,870.      MT  (+/- 180 meters Scaled)
 PN0651
 PN0651                          SUPERSEDED SURVEY CONTROL
 PN0651
 PN0651.No superseded survey control is available for this station.
 PN0651
 PN0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ004044(NAD 83)
 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: USE   
 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       USE
 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 = OCTOBER  7, 2006
 PN0659 ***********************************************************************
 PN0659  DESIGNATION -  CEL 2 L 26
 PN0659  PID         -  PN0659
 PN0659  STATE/COUNTY-  WI/OUTAGAMIE
 PN0659  USGS QUAD   -  KAUKAUNA (1992)
 PN0659
 PN0659                         *CURRENT SURVEY CONTROL
 PN0659  ___________________________________________________________________
 PN0659* NAD 83(1986)-  44 16 33.     (N)    088 18 50.     (W)     SCALED    
 PN0659* NAVD 88     -       211.815  (meters)     694.93   (feet)  ADJUSTED  
 PN0659  ___________________________________________________________________
 PN0659  GEOID HEIGHT-         -36.21  (meters)                     GEOID03
 PN0659  DYNAMIC HT  -         211.780 (meters)     694.81  (feet)  COMP
 PN0659  MODELED GRAV-     980,452.5   (mgal)                       NAVD 88
 PN0659
 PN0659  VERT ORDER  -  SECOND    CLASS I
 PN0659
 PN0659.The horizontal coordinates were scaled from a topographic map and have
 PN0659.an estimated accuracy of +/- 6 seconds.
 PN0659
 PN0659.The orthometric height was determined by differential leveling
 PN0659.and adjusted by the National Geodetic Survey in May 2003..
 PN0659
 PN0659.The geoid height was determined by GEOID03.
 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     -    50,570.      734,600.      MT  (+/- 180 meters Scaled)
 PN0659
 PN0659                          SUPERSEDED SURVEY CONTROL
 PN0659
 PN0659  NAVD 88 (06/15/91)  211.821  (m)          694.95   (f) UNKNOWN     1 0
 PN0659
 PN0659.Superseded values are not recommended for survey control.
 PN0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0659.See file dsdata.txt to determine how the superseded data were derived.
 PN0659
 PN0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ951033(NAD 83)
 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: USE   
 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       USE
 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 = OCTOBER  7, 2006
 PN0656 ***********************************************************************
 PN0656  DESIGNATION -  CEL GL 27
 PN0656  PID         -  PN0656
 PN0656  STATE/COUNTY-  WI/OUTAGAMIE
 PN0656  USGS QUAD   -  KAUKAUNA (1992)
 PN0656
 PN0656                         *CURRENT SURVEY CONTROL
 PN0656  ___________________________________________________________________
 PN0656* NAD 83(1986)-  44 16 35.     (N)    088 19 03.     (W)     SCALED    
 PN0656* NAVD 88     -       211.815  (meters)     694.93   (feet)  ADJUSTED  
 PN0656  ___________________________________________________________________
 PN0656  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 PN0656  DYNAMIC HT  -         211.781 (meters)     694.82  (feet)  COMP
 PN0656  MODELED GRAV-     980,452.2   (mgal)                       NAVD 88
 PN0656
 PN0656  VERT ORDER  -  FIRST     CLASS 0
 PN0656
 PN0656.The horizontal coordinates were scaled from a topographic map and have
 PN0656.an estimated accuracy of +/- 6 seconds.
 PN0656
 PN0656.The orthometric height was determined by differential leveling
 PN0656.and adjusted by the National Geodetic Survey in June 1991..
 PN0656
 PN0656.The geoid height was determined by GEOID03.
 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     -    50,620.      734,310.      MT  (+/- 180 meters Scaled)
 PN0656
 PN0656                          SUPERSEDED SURVEY CONTROL
 PN0656
 PN0656.No superseded survey control is available for this station.
 PN0656
 PN0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ948034(NAD 83)
 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: USE   
 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       USE
 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 = OCTOBER  7, 2006
 PN0634 ***********************************************************************
 PN0634  DESIGNATION -  CEL KL 13
 PN0634  PID         -  PN0634
 PN0634  STATE/COUNTY-  WI/BROWN
 PN0634  USGS QUAD   -  DE PERE (1992)
 PN0634
 PN0634                         *CURRENT SURVEY CONTROL
 PN0634  ___________________________________________________________________
 PN0634* NAD 83(1986)-  44 22 41.     (N)    088 07 23.     (W)     SCALED    
 PN0634* NAVD 88     -       183.984  (meters)     603.62   (feet)  ADJUSTED  
 PN0634  ___________________________________________________________________
 PN0634  GEOID HEIGHT-         -36.18  (meters)                     GEOID03
 PN0634  DYNAMIC HT  -         183.958 (meters)     603.54  (feet)  COMP
 PN0634  MODELED GRAV-     980,473.5   (mgal)                       NAVD 88
 PN0634
 PN0634  VERT ORDER  -  FIRST     CLASS 0
 PN0634
 PN0634.The horizontal coordinates were scaled from a topographic map and have
 PN0634.an estimated accuracy of +/- 6 seconds.
 PN0634
 PN0634.The orthometric height was determined by differential leveling
 PN0634.and adjusted by the National Geodetic Survey in June 1991..
 PN0634
 PN0634.The geoid height was determined by GEOID03.
 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     -    62,260.      749,570.      MT  (+/- 180 meters Scaled)
 PN0634
 PN0634                          SUPERSEDED SURVEY CONTROL
 PN0634
 PN0634.No superseded survey control is available for this station.
 PN0634
 PN0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ105144(NAD 83)
 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: USE   
 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       USE
 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 = OCTOBER  7, 2006
 PN0657 ***********************************************************************
 PN0657  DESIGNATION -  CELCD 27 USE
 PN0657  PID         -  PN0657
 PN0657  STATE/COUNTY-  WI/OUTAGAMIE
 PN0657  USGS QUAD   -  KAUKAUNA (1992)
 PN0657
 PN0657                         *CURRENT SURVEY CONTROL
 PN0657  ___________________________________________________________________
 PN0657* NAD 83(1986)-  44 16 30.     (N)    088 19 00.     (W)     SCALED    
 PN0657* NAVD 88     -       211.868  (meters)     695.10   (feet)  ADJUSTED  
 PN0657  ___________________________________________________________________
 PN0657  GEOID HEIGHT-         -36.21  (meters)                     GEOID03
 PN0657  DYNAMIC HT  -         211.834 (meters)     694.99  (feet)  COMP
 PN0657  MODELED GRAV-     980,452.2   (mgal)                       NAVD 88
 PN0657
 PN0657  VERT ORDER  -  FIRST     CLASS 0
 PN0657
 PN0657.The horizontal coordinates were scaled from a topographic map and have
 PN0657.an estimated accuracy of +/- 6 seconds.
 PN0657
 PN0657.The orthometric height was determined by differential leveling
 PN0657.and adjusted by the National Geodetic Survey in June 1991..
 PN0657
 PN0657.The geoid height was determined by GEOID03.
 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     -    50,470.      734,380.      MT  (+/- 180 meters Scaled)
 PN0657
 PN0657                          SUPERSEDED SURVEY CONTROL
 PN0657
 PN0657.No superseded survey control is available for this station.
 PN0657
 PN0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ949032(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0657
 PN0657  HISTORY     - Date     Condition        Report By
 PN0657  HISTORY     - UNK      MONUMENTED       USE
 PN0657  HISTORY     - 1974     GOOD             NOS
 PN0657  HISTORY     - 1990     GOOD             USPSQD
 PN0657  HISTORY     - 19991106 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0674 ***********************************************************************
 PN0674  DESIGNATION -  CEM L 37
 PN0674  PID         -  PN0674
 PN0674  STATE/COUNTY-  WI/WINNEBAGO
 PN0674  USGS QUAD   -  NEENAH (1992)
 PN0674
 PN0674                         *CURRENT SURVEY CONTROL
 PN0674  ___________________________________________________________________
 PN0674* NAD 83(1986)-  44 12 05.     (N)    088 27 36.     (W)     SCALED    
 PN0674* NAVD 88     -       228.292  (meters)     748.99   (feet)  ADJUSTED  
 PN0674  ___________________________________________________________________
 PN0674  GEOID HEIGHT-         -36.30  (meters)                     GEOID03
 PN0674  DYNAMIC HT  -         228.253 (meters)     748.86  (feet)  COMP
 PN0674  MODELED GRAV-     980,438.8   (mgal)                       NAVD 88
 PN0674
 PN0674  VERT ORDER  -  SECOND    CLASS I
 PN0674
 PN0674.The horizontal coordinates were scaled from a topographic map and have
 PN0674.an estimated accuracy of +/- 6 seconds.
 PN0674
 PN0674.The orthometric height was determined by differential leveling
 PN0674.and adjusted by the National Geodetic Survey in May 2003..
 PN0674
 PN0674.The geoid height was determined by GEOID03.
 PN0674
 PN0674.The dynamic height is computed by dividing the NAVD 88
 PN0674.geopotential number by the normal gravity value computed on the
 PN0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0674.degrees latitude (g = 980.6199 gals.).
 PN0674
 PN0674.The modeled gravity was interpolated from observed gravity values.
 PN0674
 PN0674;                    North         East    Units  Estimated Accuracy
 PN0674;SPC WI S     -   245,700.      723,100.      MT  (+/- 180 meters Scaled)
 PN0674
 PN0674                          SUPERSEDED SURVEY CONTROL
 PN0674
 PN0674  NAVD 88 (06/15/91)  228.321  (m)          749.08   (f) UNKNOWN     1 0
 PN0674
 PN0674.Superseded values are not recommended for survey control.
 PN0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0674.See file dsdata.txt to determine how the superseded data were derived.
 PN0674
 PN0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP833952(NAD 83)
 PN0674_MARKER: DB = BENCH MARK DISK
 PN0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0674_SP_SET: CONCRETE
 PN0674_STAMPING: CEM L 37
 PN0674_MARK LOGO: USE   
 PN0674_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0674+STABILITY: SURFACE MOTION
 PN0674_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0674+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2005
 PN0674
 PN0674  HISTORY     - Date     Condition        Report By
 PN0674  HISTORY     - UNK      MONUMENTED       USE
 PN0674  HISTORY     - 1974     GOOD             NOS
 PN0674  HISTORY     - 1990     GOOD             USPSQD
 PN0674  HISTORY     - 2002     GOOD             WIDT
 PN0674  HISTORY     - 20031212 GOOD             USPSQD
 PN0674  HISTORY     - 20050706 GOOD             WIDT
 PN0674
 PN0674                          STATION DESCRIPTION
 PN0674
 PN0674'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0674'IN MENASHA.
 PN0674'IN MENASHA, 0.39 MILE WEST ALONG BROAD ST. FROM THE INTERSECTION OF
 PN0674'BROAD AND TAYCO STS., 57 FT. EAST OF THE MENASHA LOCK, 28.3 FT.
 PN0674'NORTHWEST OF THE NORTHWEST CORNER OF LOCKMASTERS DWELLING AT 82
 PN0674'BROAD ST., 2.25 FT. WEST OF THE EAST EDGE AND SET 0.95 FT. NORTH OF
 PN0674'THE SOUTH EDGE OF THE CONCRETE FLAGPOLE BASE.
 PN0674
 PN0674                          STATION RECOVERY (1990)
 PN0674
 PN0674'RECOVERY NOTE BY US POWER SQUADRON 1990 (WB)
 PN0674'RECOVERED IN GOOD CONDITION.
 PN0674
 PN0674                          STATION RECOVERY (2002)
 PN0674
 PN0674'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (DJH)
 PN0674'THE STATION IS LOCATED IN MENASHA.  OWNERSHIP--US ARMY CORP OF
 PN0674'ENGINEERS. TO REACH THE STATION FROM THE INTERSECTION OF STATE
 PN0674'HIGHWAY 47 (APPLETON RD) WITH STATE HIGHWAY 114 (THIRD ST) IN THE
 PN0674'CITY OF MENASHA, GO WEST ON STATE HIGHWAY 114 (THIRD ST) FOR 1.0 KM
 PN0674'TO TAYCO ST AND STATE HIGHWAY 114 ON THE LEFT, TURN LEFT AND CONTINUE
 PN0674'SOUTH ON STATE HIGHWAY 114 (TAYCO ST) FOR 0.3 KM TO BROAD ST, TURN
 PN0674'RIGHT AND GO WEST ON BROAD ST FOR 0.6 KM TO THE END OF THE STREET AND
 PN0674'THE ENTRANCE FOR THE MENASHA LOCK AND DAM. THE STATION IS A BRONZE US
 PN0674'ARMY CORP OF ENGINEERS BENCH MARK DISK SET IN THE TOP OF A CONCRETE
 PN0674'MONUMENT. THE STATION IS 18.6 M NORTHWEST OF THE NORTHWEST CORNER OF
 PN0674'THE LOCKMASTERS DWELLING AT 82 BROAD ST. , 0.7 M WEST OF THE EAST
 PN0674'EDGE AND SET 0.3 M NORTH OF THE SOUTH EDGE OF THE CONCRETE FLAGPOLE
 PN0674'BASE.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 PN0674'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.  ---NOTE2---THIS STATION
 PN0674'HAS NO WITNESS POSTS.
 PN0674
 PN0674                          STATION RECOVERY (2003)
 PN0674
 PN0674'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0674'RECOVERED IN GOOD CONDITION.
 PN0674
 PN0674                          STATION RECOVERY (2005)
 PN0674
 PN0674'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PN0674'RECOVERED IN GOOD CONDITION.  NOTE-- THE FLAGPOLE HAS BEEN MOVED TO
 PN0674'THE SOUTH BUT THE DESCRIBED FLAGPOLE BASE NORTHWEST OF THE LOCKMASTERS
 PN0674'DWELLING REMAINS.  CORRECTION-- THE STATION IS 8.6 M (NOT 18.6 M)
 PN0674'NORTHWEST OF THE NORTHWEST CORNER OF THE LOCKMASTERS DWELLING.  ADD--
 PN0674'THE STATION IS 2.2 M EAST OF A CHAINLINK FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7722 ***********************************************************************
 DE7722  DESIGNATION -  CEM L 97 1
 DE7722  PID         -  DE7722
 DE7722  STATE/COUNTY-  WI/WINNEBAGO
 DE7722  USGS QUAD   -  NEENAH (1992)
 DE7722
 DE7722                         *CURRENT SURVEY CONTROL
 DE7722  ___________________________________________________________________
 DE7722* NAD 83(1986)-  44 12 12.     (N)    088 27 36.     (W)     SCALED    
 DE7722* NAVD 88     -       228.652  (meters)     750.17   (feet)  ADJUSTED  
 DE7722  ___________________________________________________________________
 DE7722  GEOID HEIGHT-         -36.30  (meters)                     GEOID03
 DE7722  DYNAMIC HT  -         228.612 (meters)     750.04  (feet)  COMP
 DE7722  MODELED GRAV-     980,438.9   (mgal)                       NAVD 88
 DE7722
 DE7722  VERT ORDER  -  SECOND    CLASS I
 DE7722
 DE7722.The horizontal coordinates were scaled from a topographic map and have
 DE7722.an estimated accuracy of +/- 6 seconds.
 DE7722
 DE7722.The orthometric height was determined by differential leveling
 DE7722.and adjusted by the National Geodetic Survey in May 2003..
 DE7722
 DE7722.The geoid height was determined by GEOID03.
 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     -   245,920.      723,090.      MT  (+/- 180 meters Scaled)
 DE7722
 DE7722                          SUPERSEDED SURVEY CONTROL
 DE7722
 DE7722.No superseded survey control is available for this station.
 DE7722
 DE7722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP833954(NAD 83)
 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: USE   
 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 07, 2005
 DE7722
 DE7722  HISTORY     - Date     Condition        Report By
 DE7722  HISTORY     - 1997     MONUMENTED       USE
 DE7722  HISTORY     - 20020206 GOOD             WIDT
 DE7722  HISTORY     - 20031212 GOOD             USPSQD
 DE7722  HISTORY     - 20050707 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RN1512 ***********************************************************************
 RN1512  DESIGNATION -  CEMENT
 RN1512  PID         -  RN1512
 RN1512  STATE/COUNTY-  WI/DOUGLAS
 RN1512  USGS QUAD   -  SUPERIOR (1994)
 RN1512
 RN1512                         *CURRENT SURVEY CONTROL
 RN1512  ___________________________________________________________________
 RN1512* NAD 83(1991)-  46 43 59.76467(N)    092 04 29.05745(W)     ADJUSTED  
 RN1512* NAVD 88     -       184.3    (meters)     605.     (feet)  VERTCON   
 RN1512  ___________________________________________________________________
 RN1512  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 RN1512  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 RN1512
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 RN1512
 RN1512.The geoid height was determined by GEOID03.
 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;SPC MN N     -   126,453.884   878,368.964   MT  1.00008598   +0 45 35.8
 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     -   0.99997553  x   0.99999406  =   0.99996959
 RN1512!SPC MN N     -   0.99997553  x   1.00008598  =   1.00006151
 RN1512!UTM  15      -   0.99997553  x   0.99966142  =   0.99963696
 RN1512
 RN1512:                Primary Azimuth Mark                     Grid Az
 RN1512:SPC WI N     -  PETRA                                    137 14 42.1
 RN1512:SPC MN N     -  PETRA                                    134 59 18.3
 RN1512:UTM  15      -  PETRA                                    135 04 28.5
 RN1512
 RN1512|---------------------------------------------------------------------|
 RN1512| PID    Reference Object                     Distance      Geod. Az  |
 RN1512|                                                           dddmmss.s |
 RN1512| RN1511 PETRA                               APPROX. 3.2 KM 1354454.1 |
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1512.See file dsdata.txt to determine how the superseded data were derived.
 RN1512
 RN1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM7069375939(NAD 83)
 RN1512_MARKER: DD = SURVEY DISK
 RN1512_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 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 = OCTOBER  7, 2006
 AB8503 ***********************************************************************
 AB8503  DESIGNATION -  CEMETARY
 AB8503  PID         -  AB8503
 AB8503  STATE/COUNTY-  WI/BURNETT
 AB8503  USGS QUAD   -  WEBB LAKE (1983)
 AB8503
 AB8503                         *CURRENT SURVEY CONTROL
 AB8503  ___________________________________________________________________
 AB8503* NAD 83(1997)-  46 02 22.41028(N)    092 14 16.60092(W)     ADJUSTED  
 AB8503* NAVD 88     -       305.2    (meters)    1001.     (feet)  GPS OBS   
 AB8503  ___________________________________________________________________
 AB8503  X           -    -173,198.504 (meters)                     COMP
 AB8503  Y           -  -4,431,966.620 (meters)                     COMP
 AB8503  Z           -   4,568,501.450 (meters)                     COMP
 AB8503  LAPLACE CORR-          -3.98  (seconds)                    DEFLEC99
 AB8503  ELLIP HEIGHT-         278.68  (meters)          (01/30/03) GPS OBS
 AB8503  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AB8503
 AB8503  HORZ ORDER  -  FIRST
 AB8503  ELLP ORDER  -  FOURTH    CLASS I
 AB8503
 AB8503.The horizontal coordinates were established by GPS observations
 AB8503.and adjusted by the National Geodetic Survey in January 2003..
 AB8503
 AB8503.The orthometric height was determined by GPS observations and a
 AB8503.high-resolution geoid model.
 AB8503
 AB8503.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8503
 AB8503.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8503
 AB8503.The ellipsoidal height was determined by GPS observations
 AB8503.and is referenced to NAD 83.
 AB8503
 AB8503.The geoid height was determined by GEOID03.
 AB8503
 AB8503;                    North         East     Units Scale Factor Converg.
 AB8503;SPC WI N     -    99,456.881   426,796.960   MT  0.99994784   -1 36 51.8
 AB8503;SPC WI N     -   326,301.45  1,400,249.69   sFT  0.99994784   -1 36 51.8
 AB8503;UTM  15      - 5,098,724.990   558,965.579   MT  0.99964274   +0 32 54.8
 AB8503
 AB8503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8503!SPC WI N     -   0.99995631  x   0.99994784  =   0.99990416
 AB8503!UTM  15      -   0.99995631  x   0.99964274  =   0.99959907
 AB8503
 AB8503                          SUPERSEDED SURVEY CONTROL
 AB8503
 AB8503  NAD 83(1991)-  46 02 22.40994(N)    092 14 16.59941(W) AD(       ) 1
 AB8503  ELLIP H (12/09/96)  278.70   (m)                       GP(       ) 4 1
 AB8503
 AB8503.Superseded values are not recommended for survey control.
 AB8503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8503.See file dsdata.txt to determine how the superseded data were derived.
 AB8503
 AB8503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL5896698725(NAD 83)
 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 = OCTOBER  7, 2006
 QN0471 ***********************************************************************
 QN0471  DESIGNATION -  CEMETERY
 QN0471  PID         -  QN0471
 QN0471  STATE/COUNTY-  WI/PRICE
 QN0471  USGS QUAD   -  SPIRIT (1981)
 QN0471
 QN0471                         *CURRENT SURVEY CONTROL
 QN0471  ___________________________________________________________________
 QN0471* NAD 83(1991)-  45 27 15.14798(N)    090 05 14.17955(W)     ADJUSTED  
 QN0471* NAVD 88     -       495.     (meters)    1624.     (feet)  SCALED    
 QN0471  ___________________________________________________________________
 QN0471  LAPLACE CORR-          -6.37  (seconds)                    DEFLEC99
 QN0471  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 QN0471
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0471
 QN0471.The geoid height was determined by GEOID03.
 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  =   0.99994957
 QN0471!SPC WI C     -   0.99992727  x   0.99999160  =   0.99991887
 QN0471!UTM  15      -   0.99992727  x   1.00023776  =   1.00016501
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0471.See file dsdata.txt to determine how the superseded data were derived.
 QN0471
 QN0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL2774537537(NAD 83)
 QN0471_MARKER: DS = TRIANGULATION STATION DISK
 QN0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0471
 QN0471  HISTORY     - Date     Condition        Report By
 QN0471  HISTORY     - 1952     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB8526 ***********************************************************************
 AB8526  DESIGNATION -  CENTER
 AB8526  PID         -  AB8526
 AB8526  STATE/COUNTY-  WI/BURNETT
 AB8526  USGS QUAD   -  FROG LAKE (1983)
 AB8526
 AB8526                         *CURRENT SURVEY CONTROL
 AB8526  ___________________________________________________________________
 AB8526* NAD 83(1997)-  46 07 16.55541(N)    092 03 38.72981(W)     ADJUSTED  
 AB8526* NAVD 88     -       317.8    (meters)    1043.     (feet)  GPS OBS   
 AB8526  ___________________________________________________________________
 AB8526  X           -    -159,256.962 (meters)                     COMP
 AB8526  Y           -  -4,425,951.763 (meters)                     COMP
 AB8526  Z           -   4,574,810.410 (meters)                     COMP
 AB8526  LAPLACE CORR-          -5.53  (seconds)                    DEFLEC99
 AB8526  ELLIP HEIGHT-         291.16  (meters)          (01/30/03) GPS OBS
 AB8526  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AB8526
 AB8526  HORZ ORDER  -  FIRST
 AB8526  ELLP ORDER  -  FOURTH    CLASS I
 AB8526
 AB8526.The horizontal coordinates were established by GPS observations
 AB8526.and adjusted by the National Geodetic Survey in January 2003..
 AB8526
 AB8526.The orthometric height was determined by GPS observations and a
 AB8526.high-resolution geoid model.
 AB8526
 AB8526.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8526
 AB8526.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8526
 AB8526.The ellipsoidal height was determined by GPS observations
 AB8526.and is referenced to NAD 83.
 AB8526
 AB8526.The geoid height was determined by GEOID03.
 AB8526
 AB8526;                    North         East     Units Scale Factor Converg.
 AB8526;SPC WI N     -   108,164.212   440,742.478   MT  0.99994567   -1 29 11.7
 AB8526;SPC WI N     -   354,868.75  1,446,002.61   sFT  0.99994567   -1 29 11.7
 AB8526;UTM  15      - 5,107,949.810   572,568.494   MT  0.99966474   +0 40 37.4
 AB8526
 AB8526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8526!SPC WI N     -   0.99995436  x   0.99994567  =   0.99990003
 AB8526!UTM  15      -   0.99995436  x   0.99966474  =   0.99961911
 AB8526
 AB8526                          SUPERSEDED SURVEY CONTROL
 AB8526
 AB8526  NAD 83(1991)-  46 07 16.55520(N)    092 03 38.72736(W) AD(       ) 1
 AB8526  ELLIP H (12/09/96)  291.19   (m)                       GP(       ) 4 1
 AB8526
 AB8526.Superseded values are not recommended for survey control.
 AB8526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8526.See file dsdata.txt to determine how the superseded data were derived.
 AB8526
 AB8526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM7256807950(NAD 83)
 AB8526_MARKER: DD = SURVEY DISK
 AB8526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - 1993
 AB8526
 AB8526  HISTORY     - Date     Condition        Report By
 AB8526  HISTORY     - 1993     MONUMENTED       WI-013
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 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  USGS QUAD   -  FOOTVILLE (1971)
 DG4841
 DG4841                         *CURRENT SURVEY CONTROL
 DG4841  ___________________________________________________________________
 DG4841* NAD 83(1997)-  42 40 32.49866(N)    089 10 30.38287(W)     ADJUSTED  
 DG4841* NAVD 88     -       267.72   (meters)     878.3    (feet)  GPS OBS   
 DG4841  ___________________________________________________________________
 DG4841  X           -      67,615.433 (meters)                     COMP
 DG4841  Y           -  -4,696,134.193 (meters)                     COMP
 DG4841  Z           -   4,301,242.426 (meters)                     COMP
 DG4841  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 DG4841  ELLIP HEIGHT-         233.90  (meters)          (04/02/04) GPS OBS
 DG4841  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 DG4841
 DG4841  HORZ ORDER  -  FIRST
 DG4841  ELLP ORDER  -  FOURTH    CLASS I
 DG4841
 DG4841.The horizontal coordinates were established by GPS observations
 DG4841.and adjusted by the WI DEPT OF TRANSP in April 2004..
 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.Photographs are available 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 DEFLEC99 derived deflections.
 DG4841
 DG4841.The ellipsoidal height was determined by GPS observations
 DG4841.and is referenced to NAD 83.
 DG4841
 DG4841.The geoid height was determined by GEOID03.
 DG4841
 DG4841;                    North         East     Units Scale Factor Converg.
 DG4841;SPC WI S     -    75,398.603   667,615.010   MT  1.00001212   +0 34 00.4
 DG4841;SPC WI S     -   247,370.25  2,190,333.58   sFT  1.00001212   +0 34 00.4
 DG4841;UTM  16      - 4,727,095.872   321,777.571   MT  0.99999079   -1 28 29.2
 DG4841
 DG4841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4841!SPC WI S     -   0.99996332  x   1.00001212  =   0.99997544
 DG4841!UTM  16      -   0.99996332  x   0.99999079  =   0.99995411
 DG4841
 DG4841                          SUPERSEDED SURVEY CONTROL
 DG4841
 DG4841.No superseded survey control is available for this station.
 DG4841
 DG4841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2177827096(NAD 83)
 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 - April 11, 2004
 DG4841
 DG4841  HISTORY     - Date     Condition        Report By
 DG4841  HISTORY     - 2001     MONUMENTED       WIDT
 DG4841  HISTORY     - 20040411 GOOD             USPSQD
 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'
 DG4841
 DG4841                          STATION RECOVERY (2004)
 DG4841
 DG4841'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DG4841'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 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  USGS QUAD   -  BLACK CREEK (1992)
 DF6073
 DF6073                         *CURRENT SURVEY CONTROL
 DF6073  ___________________________________________________________________
 DF6073* NAD 83(1997)-  44 23 13.39636(N)    088 25 29.75988(W)     ADJUSTED  
 DF6073* NAVD 88     -       247.40   (meters)     811.7    (feet)  GPS OBS   
 DF6073  ___________________________________________________________________
 DF6073  X           -     125,494.288 (meters)                     COMP
 DF6073  Y           -  -4,563,922.099 (meters)                     COMP
 DF6073  Z           -   4,439,075.496 (meters)                     COMP
 DF6073  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 DF6073  ELLIP HEIGHT-         211.14  (meters)          (06/11/03) GPS OBS
 DF6073  GEOID HEIGHT-         -36.25  (meters)                     GEOID03
 DF6073
 DF6073  HORZ ORDER  -  FIRST
 DF6073  ELLP ORDER  -  THIRD     CLASS I
 DF6073
 DF6073.The horizontal coordinates were established by GPS observations
 DF6073.and adjusted by the National Geodetic Survey in June 2003..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6073
 DF6073.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6073
 DF6073.The ellipsoidal height was determined by GPS observations
 DF6073.and is referenced to NAD 83.
 DF6073
 DF6073.The geoid height was determined by GEOID03.
 DF6073
 DF6073;                    North         East     Units Scale Factor Converg.
 DF6073;SPC WI C     -    62,745.553   725,495.181   MT  0.99997691   +1 06 40.8
 DF6073;SPC WI C     -   205,857.70  2,380,228.77   sFT  0.99997691   +1 06 40.8
 DF6073;UTM  16      - 4,915,850.931   386,502.271   MT  0.99975842   -0 59 48.7
 DF6073
 DF6073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6073!SPC WI C     -   0.99996689  x   0.99997691  =   0.99994381
 DF6073!UTM  16      -   0.99996689  x   0.99975842  =   0.99972532
 DF6073
 DF6073                          SUPERSEDED SURVEY CONTROL
 DF6073
 DF6073.No superseded survey control is available for this station.
 DF6073
 DF6073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8650215851(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6073+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2004
 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
 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.
 DF6073'OWNERSHIP--OUTAGAMIE COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DF6073'OF STATE HIGHWAY
 DF6073'54 WITH STATE HIGHWAY 47 IN THE VILLAGE OF BLACK CREEK, GO SOUTH ON
 DF6073'STATE HIGHWAY 47 FOR
 DF6073'9.3 KM TO COUNTRY GATE LANE ON THE RIGHT, CONTINUE SOUTH ON STATE
 DF6073'HIGHWAY 47 FOR 1.8 KM
 DF6073'TO COUNTY HIGHWAY S, TURN RIGHT AND GO WEST ON COUNTY HIGHWAY S FOR
 DF6073'0.3 KM TO THE
 DF6073'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF6073'TRANSPORTATION
 DF6073'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DF6073'SET TO A DEPTH OF
 DF6073'1.8 M AND ABOUT 0.5 M BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 13.4
 DF6073'M SOUTH OF THE
 DF6073'CENTERLINE OF COUNTY HIGHWAY S, 84 M EAST OF THE EXTENDED CENTERLINE
 DF6073'OF DEER RUN LANE,
 DF6073'76 M WEST OF A WOOD POST FOR A --JCT STH 47-- SIGN, 30.2 M EAST OF A
 DF6073'WOOD POST FOR A --STOP
 DF6073'AHEAD-- SIGN, 2 M NORTH OF A CULTIVATED FIELD, 0.5 M NORTH OF A STEEL
 DF6073'WITNESS POST, 1.0 M
 DF6073'EAST AND 1.0 M WEST OF TWO 4X4 ORANGE PLASTIC WITNESS POSTS.
 DF6073'---NOTE---THIS STATION HAS
 DF6073'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DF6073'HORIZON.
 DF6073' 
 DF6073' 
 DF6073' 
 DF6073' 
 DF6073'
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 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  USGS QUAD   -  APPLETON (1992)
 DF6094
 DF6094                         *CURRENT SURVEY CONTROL
 DF6094  ___________________________________________________________________
 DF6094* NAD 83(1997)-  44 21 11.49966(N)    088 28 33.57088(W)     ADJUSTED  
 DF6094* NAVD 88     -       240.63   (meters)     789.5    (feet)  GPS OBS   
 DF6094  ___________________________________________________________________
 DF6094  X           -     121,496.991 (meters)                     COMP
 DF6094  Y           -  -4,566,657.523 (meters)                     COMP
 DF6094  Z           -   4,436,381.065 (meters)                     COMP
 DF6094  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 DF6094  ELLIP HEIGHT-         204.35  (meters)          (06/11/03) GPS OBS
 DF6094  GEOID HEIGHT-         -36.28  (meters)                     GEOID03
 DF6094
 DF6094  HORZ ORDER  -  FIRST
 DF6094  ELLP ORDER  -  THIRD     CLASS I
 DF6094
 DF6094.The horizontal coordinates were established by GPS observations
 DF6094.and adjusted by the National Geodetic Survey in June 2003..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6094
 DF6094.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6094
 DF6094.The ellipsoidal height was determined by GPS observations
 DF6094.and is referenced to NAD 83.
 DF6094
 DF6094.The geoid height was determined by GEOID03.
 DF6094
 DF6094;                    North         East     Units Scale Factor Converg.
 DF6094;SPC WI C     -    58,906.137   721,498.123   MT  0.99998209   +1 04 31.1
 DF6094;SPC WI C     -   193,261.22  2,367,115.09   sFT  0.99998209   +1 04 31.1
 DF6094;UTM  16      - 4,912,161.913   382,367.600   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  =   0.99995005
 DF6094!UTM  16      -   0.99996796  x   0.99977017  =   0.99973814
 DF6094
 DF6094                          SUPERSEDED SURVEY CONTROL
 DF6094
 DF6094.No superseded survey control is available for this station.
 DF6094
 DF6094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8236812162(NAD 83)
 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 EAST-NORTHEAST OF HORTONVILLE AND
 DF6094'10 KM
 DF6094'NORTH-NORTHWEST OF APPLETON.  OWNERSHIP--TOWN OF CENTER.  TO REACH THE
 DF6094'STATION FROM
 DF6094'THE JUNCTION OF US HIGHWAY 41 WITH STATE HIGHWAY 47 ON THE NORTH SIDE
 DF6094'OF APPLETON, GO
 DF6094'NORTH ON STATE HIGHWAY 47 FOR 5.2 KM TO COUNTY HIGHWAY O, TURN LEFT
 DF6094'AND GO WEST ON
 DF6094'COUNTY HIGHWAY O FOR 5.0 KM TO HAMPLE ROAD ON THE RIGHT, TURN RIGHT
 DF6094'AND GO NORTH ON
 DF6094'HAMPLE ROAD FOR 0.2 KM TO THE STATION ON THE LEFT.  THE STATION IS A
 DF6094'BRONZE WISCONSIN
 DF6094'DEPARTMENT OF TRANSPORTATION CONTROL STATION DISK SET IN THE TOP OF A
 DF6094'41-CM DIAMETER
 DF6094'CONCRETE POST SET TO A DEPTH OF 1.8 M AND ABOUT 0.5 M BELOW THE ROAD
 DF6094'PAVEMENT.  THE
 DF6094'STATION IS 9.0 M WEST OF THE CENTERLINE OF HAMPLE ROAD, 67 M NORTHEAST
 DF6094'OF TELEPHONE
 DF6094'PEDESTAL --L 3506--, 1 M EAST OF A CUTIVATED FIELD, 0.5 M EAST OF A
 DF6094'STEEL WITNESS POST, 1.0 M
 DF6094'WEST, 1.0 M SOUTH, AND 1.0 M NORTH OF THREE 4X4 ORANGE PLASTIC WITNESS
 DF6094'POSTS.
 DF6094'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF6094'THAN 20 DEGREES
 DF6094'ABOVE THE HORIZON.
 DF6094' 
 DF6094' 
 DF6094' 
 DF6094' 
 DF6094' 
 DF6094'
 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 = OCTOBER  7, 2006
 DE7688 ***********************************************************************
 DE7688  DESIGNATION -  CENTERVILLE E GPS
 DE7688  PID         -  DE7688
 DE7688  STATE/COUNTY-  WI/MANITOWOC
 DE7688  USGS QUAD   -  CLEVELAND EAST (1994)
 DE7688
 DE7688                         *CURRENT SURVEY CONTROL
 DE7688  ___________________________________________________________________
 DE7688* NAD 83(1997)-  43 56 29.91417(N)    087 44 32.30410(W)     ADJUSTED  
 DE7688* NAVD 88     -       191.336  (meters)     627.74   (feet)  ADJUSTED  
 DE7688  ___________________________________________________________________
 DE7688  X           -     181,215.883 (meters)                     COMP
 DE7688  Y           -  -4,596,519.323 (meters)                     COMP
 DE7688  Z           -   4,403,532.804 (meters)                     COMP
 DE7688  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 DE7688  ELLIP HEIGHT-         155.35  (meters)          (06/11/03) GPS OBS
 DE7688  GEOID HEIGHT-         -35.99  (meters)                     GEOID03
 DE7688  DYNAMIC HT  -         191.302 (meters)     627.63  (feet)  COMP
 DE7688  MODELED GRAV-     980,437.0   (mgal)                       NAVD 88
 DE7688
 DE7688  HORZ ORDER  -  FIRST
 DE7688  VERT ORDER  -  SECOND    CLASS I
 DE7688  ELLP ORDER  -  THIRD     CLASS I
 DE7688
 DE7688.The horizontal coordinates were established by GPS observations
 DE7688.and adjusted by the National Geodetic Survey in June 2003..
 DE7688
 DE7688.The orthometric height was determined by differential leveling
 DE7688.and adjusted by the National Geodetic Survey in May 2003..
 DE7688
 DE7688.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7688
 DE7688.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7688
 DE7688.The ellipsoidal height was determined by GPS observations
 DE7688.and is referenced to NAD 83.
 DE7688
 DE7688.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE7688;SPC WI S     -   218,156.594   781,232.067   MT  0.99997700   +1 33 04.6
 DE7688;SPC WI S     -   715,735.43  2,563,092.21   sFT  0.99997700   +1 33 04.6
 DE7688;UTM  16      - 4,865,659.064   440,427.854   MT  0.99964365   -0 30 54.4
 DE7688
 DE7688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7688!SPC WI S     -   0.99997564  x   0.99997700  =   0.99995264
 DE7688!UTM  16      -   0.99997564  x   0.99964365  =   0.99961930
 DE7688
 DE7688                          SUPERSEDED SURVEY CONTROL
 DE7688
 DE7688  NAVD 88 (06/11/03)  191.34   (m)          627.8    (f) LEVELING    3  
 DE7688
 DE7688.Superseded values are not recommended for survey control.
 DE7688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7688.See file dsdata.txt to determine how the superseded data were derived.
 DE7688
 DE7688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4042865659(NAD 83)
 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 - June 22, 2003
 DE7688
 DE7688  HISTORY     - Date     Condition        Report By
 DE7688  HISTORY     - 1993     MONUMENTED       WI-071
 DE7688  HISTORY     - 2002     GOOD             WIDT
 DE7688  HISTORY     - 20030622 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 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  USGS QUAD   -  CLEVELAND WEST (1994)
 DF6122
 DF6122                         *CURRENT SURVEY CONTROL
 DF6122  ___________________________________________________________________
 DF6122* NAD 83(1997)-  43 58 30.39722(N)    087 46 53.05898(W)     ADJUSTED  
 DF6122* NAVD 88     -       238.81   (meters)     783.5    (feet)  GPS OBS   
 DF6122  ___________________________________________________________________
 DF6122  X           -     177,980.576 (meters)                     COMP
 DF6122  Y           -  -4,594,096.693 (meters)                     COMP
 DF6122  Z           -   4,406,242.659 (meters)                     COMP
 DF6122  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 DF6122  ELLIP HEIGHT-         202.82  (meters)          (06/11/03) GPS OBS
 DF6122  GEOID HEIGHT-         -35.99  (meters)                     GEOID03
 DF6122
 DF6122  HORZ ORDER  -  FIRST
 DF6122  ELLP ORDER  -  THIRD     CLASS I
 DF6122
 DF6122.The horizontal coordinates were established by GPS observations
 DF6122.and adjusted by the National Geodetic Survey in June 2003..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6122
 DF6122.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6122
 DF6122.The ellipsoidal height was determined by GPS observations
 DF6122.and is referenced to NAD 83.
 DF6122
 DF6122.The geoid height was determined by GEOID03.
 DF6122
 DF6122;                    North         East     Units Scale Factor Converg.
 DF6122;SPC WI S     -   221,789.586   777,995.326   MT  0.99998269   +1 31 27.9
 DF6122;SPC WI S     -   727,654.67  2,552,473.00   sFT  0.99998269   +1 31 27.9
 DF6122;UTM  16      - 4,869,405.167   437,325.270   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                          SUPERSEDED SURVEY CONTROL
 DF6122
 DF6122.No superseded survey control is available for this station.
 DF6122
 DF6122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3732569405(NAD 83)
 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 - June 22, 2003
 DF6122
 DF6122  HISTORY     - Date     Condition        Report By
 DF6122  HISTORY     - 1993     MONUMENTED       WI-071
 DF6122  HISTORY     - 2001     GOOD             WIDT
 DF6122  HISTORY     - 20030622 GOOD             USPSQD
 DF6122
 DF6122                          STATION DESCRIPTION
 DF6122
 DF6122'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF6122'THIS STATION IS LOCATED ABOUT 25 KM NORTH-NORTHWEST OF SHEBOYGAN AND
 DF6122'16 KM
 DF6122'SOUTHWEST OF MANITOWOC.  OWNERSHIP--TOWN OF CENTERVILLE.  TO REACH THE
 DF6122'STATION FROM
 DF6122'THE JUNCTION OF US HIGHWAY 151 WITH STATE HIGHWAY 42 IN THE CITY OF
 DF6122'MANITOWOC, GO
 DF6122'SOUTHWEST ON STATE HIGHWAY 42 FOR 7.6 KM TO CARSTENS LAKE ROAD,
 DF6122'CONTINUE SOUTHWEST
 DF6122'ON STATE HIGHWAY 42 FOR 1.4 KM TO SOUTH UNION ROAD, TURN LEFT AND GO
 DF6122'SOUTH ON SOUTH
 DF6122'UNION ROAD FOR 3.5 KM TO COUNTY HIGHWAY F, CONTINUE SOUTH ON SOUTH
 DF6122'UNION ROAD FOR 0.5
 DF6122'KM TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE MANITOWOC
 DF6122'COUNTY GEODETIC
 DF6122'CONTROL MARKER DISK SET IN THE TOP OF A 31-CM DIAMETER CONCRETE POST
 DF6122'SET TO A DEPTH OF
 DF6122'1.8 M AND ABOUT 1 M BELOW THE ROAD PAVEMENT.  THE STATION IS 6.8 M
 DF6122'WEST OF THE CENTERLINE
 DF6122'OF SOUTH UNION ROAD, 125 M SOUTH-SOUTHWEST OF A WOOD POST FOR A --STOP
 DF6122'AHEAD--
 DF6122'SIGN, 103 M NORTH OF THE EXTENDED CENTER OF A PRIVATE ENTRANCE, 4 M
 DF6122'SOUTH OF THE CENTER
 DF6122'OF A FIELD ENTRANCE, 2.1 M EAST OF THE TOP CENTER OF A 35-CM DIAMETER
 DF6122'CORRUGATED METAL
 DF6122'CULVERT PIPE, 1.0 M WEST, 1.0 M SOUTH, AND 1.0 M NORTH OF THREE 4X4
 DF6122'ORANGE PLASTIC WITNESS
 DF6122'POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DF6122'HIGHER THAN 15
 DF6122'DEGREES ABOVE THE HORIZON.
 DF6122' 
 DF6122' 
 DF6122' 
 DF6122'
 DF6122
 DF6122                          STATION RECOVERY (2003)
 DF6122
 DF6122'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 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  USGS QUAD   -  CLEVELAND WEST (1994)
 DF5987
 DF5987                         *CURRENT SURVEY CONTROL
 DF5987  ___________________________________________________________________
 DF5987* NAD 83(1997)-  43 53 31.43760(N)    087 47 01.28198(W)     ADJUSTED  
 DF5987* NAVD 88     -       218.90   (meters)     718.2    (feet)  GPS OBS   
 DF5987  ___________________________________________________________________
 DF5987  X           -     178,044.463 (meters)                     COMP
 DF5987  Y           -  -4,600,486.950 (meters)                     COMP
 DF5987  Z           -   4,399,583.850 (meters)                     COMP
 DF5987  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 DF5987  ELLIP HEIGHT-         183.02  (meters)          (06/11/03) GPS OBS
 DF5987  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 DF5987
 DF5987  HORZ ORDER  -  FIRST
 DF5987  ELLP ORDER  -  THIRD     CLASS I
 DF5987
 DF5987.The horizontal coordinates were established by GPS observations
 DF5987.and adjusted by the National Geodetic Survey in June 2003..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5987
 DF5987.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5987
 DF5987.The ellipsoidal height was determined by GPS observations
 DF5987.and is referenced to NAD 83.
 DF5987
 DF5987.The geoid height was determined by GEOID03.
 DF5987
 DF5987;                    North         East     Units Scale Factor Converg.
 DF5987;SPC WI S     -   212,561.061   778,057.321   MT  0.99996921   +1 31 22.2
 DF5987;SPC WI S     -   697,377.41  2,552,676.39   sFT  0.99996921   +1 31 22.2
 DF5987;UTM  16      - 4,860,183.427   437,054.525   MT  0.99964873   -0 32 36.1
 DF5987
 DF5987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5987!SPC WI S     -   0.99997130  x   0.99996921  =   0.99994051
 DF5987!UTM  16      -   0.99997130  x   0.99964873  =   0.99962004
 DF5987
 DF5987                          SUPERSEDED SURVEY CONTROL
 DF5987
 DF5987.No superseded survey control is available for this station.
 DF5987
 DF5987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3705560183(NAD 83)
 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 - January 04, 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
 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
 DF5987'26 KM NORTHWEST OF SHEBOYGAN.  OWNERSHIP--CENTERVILLE TOWNSHIP.  TO
 DF5987'REACH THE STATION
 DF5987'FROM THE JUNCTION OF INTERSTATE 43 WITH COUNTY HIGHWAY XX AT EXIT 137
 DF5987'ABOUT 0.5 KM WEST
 DF5987'OF THE VILLAGE OF CLEVELAND, GO WEST ON COUNTY HIGHWAY XX FOR 1.2 KM
 DF5987'TO SOUTH UNION
 DF5987'ROAD, TURN LEFT AND GO SOUTH ON SOUTH UNION ROAD FOR 3.2 KM TO COUNTY
 DF5987'LINE ROAD, TURN
 DF5987'RIGHT AND GO WEST ON COUNTY LANE ROAD FOR 0.2 KM TO THE STATION ON THE
 DF5987'RIGHT.  THE
 DF5987'STATION IS A BRONZE MANITOWOC COUNTY GEODETIC CONTROL MARKER DISK SET
 DF5987'IN THE TOP OF A
 DF5987'35-CM DIAMETER CONCRETE MONUMENT ABOUT 1 M ABOVE THE ROAD PAVEMENT.
 DF5987'THE STATION IS
 DF5987'9.8 M NORTH OF THE CENTERLINE OF COUNTY LINE ROAD, 27.7 M NORTHEAST OF
 DF5987'POWER POLE
 DF5987'--46/52--, 5 M WEST OF THE CENTER OF A FIELD ENTRANCE, 2 M SOUTH OF A
 DF5987'CULTIVATED FIELD, 1.0 M
 DF5987'EAST, 1.0 M SOUTH, AND 1.0 M NORTH OF THREE 4X4 ORANGE PLASTIC WITNESS
 DF5987'POSTS.
 DF5987'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF5987'THAN 10 DEGREES ABOVE
 DF5987'THE HORIZON.
 DF5987' 
 DF5987' 
 DF5987' 
 DF5987' 
 DF5987' 
 DF5987'
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1361 ***********************************************************************
 NH1361  DESIGNATION -  CENTRAL
 NH1361  PID         -  NH1361
 NH1361  STATE/COUNTY-  WI/ROCK
 NH1361  USGS QUAD   -  BELOIT (1976)
 NH1361
 NH1361                         *CURRENT SURVEY CONTROL
 NH1361  ___________________________________________________________________
 NH1361* NAD 83(1991)-  42 33 21.92909(N)    089 04 49.62172(W)     ADJUSTED  
 NH1361* NAVD 88     -       283.     (meters)     928.     (feet)  SCALED    
 NH1361  ___________________________________________________________________
 NH1361  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 NH1361  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 NH1361
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1361
 NH1361.The geoid height was determined by GEOID03.
 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;SPC IL W     -   654,420.737   789,201.269   MT  1.00003904   +0 44 04.8
 NH1361;SPC IL W     - 2,147,045.37  2,589,237.83   sFT  1.00003904   +0 44 04.8
 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     -   0.99996091  x   1.00004045  =   1.00000136
 NH1361!SPC IL W     -   0.99996091  x   1.00003904  =   0.99999995
 NH1361!UTM  16      -   0.99996091  x   0.99995890  =   0.99991981
 NH1361
 NH1361:                Primary Azimuth Mark                     Grid Az
 NH1361:SPC WI S     -  CENTRAL AZ MK                            003 48 50.8
 NH1361:SPC IL W     -  CENTRAL AZ MK                            003 42 40.6
 NH1361:UTM  16      -  CENTRAL AZ MK                            005 51 11.9
 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 0174658.7 |
 NH1361| NH1336 JANESVILLE ST PATRICKS CATH CH      APPROX.14.1 KM 0181501.5 |
 NH1361| NH1322 JANESVILLE ST MARYS CH SPIRE        APPROX.15.2 KM 0184807.3 |
 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 0212834.4 |
 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 1104641.1 |
 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 1492530.3 |
 NH1361| NH1395 BELOIT R B AND J RR CO STACK        APPROX. 7.6 KM 1504620.1 |
 NH1361| CI8360 CENTRAL RM 1                         26.736 METERS 23016     |
 NH1361| NH1467 CHICAGO ST PAUL AWY BCN 9           APPROX.14.8 KM 2425847.2 |
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1361.See file dsdata.txt to determine how the superseded data were derived.
 NH1361
 NH1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2920713619(NAD 83)
 NH1361_MARKER: DS = TRIANGULATION STATION DISK
 NH1361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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'$
 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 = OCTOBER  7, 2006
 AC9078 ***********************************************************************
 AC9078  DESIGNATION -  CENTURIA W
 AC9078  PID         -  AC9078
 AC9078  STATE/COUNTY-  WI/POLK
 AC9078  USGS QUAD   -  CENTURIA (1978)
 AC9078
 AC9078                         *CURRENT SURVEY CONTROL
 AC9078  ___________________________________________________________________
 AC9078* NAD 83(1997)-  45 27 00.28062(N)    092 34 12.28569(W)     ADJUSTED  
 AC9078* NAVD 88     -       379.7    (meters)    1246.     (feet)  GPS OBS   
 AC9078  ___________________________________________________________________
 AC9078  X           -    -200,993.523 (meters)                     COMP
 AC9078  Y           -  -4,477,821.154 (meters)                     COMP
 AC9078  Z           -   4,522,829.421 (meters)                     COMP
 AC9078  LAPLACE CORR-          -6.33  (seconds)                    DEFLEC99
 AC9078  ELLIP HEIGHT-         352.01  (meters)          (09/30/02) GPS OBS
 AC9078  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 AC9078
 AC9078  HORZ ORDER  -  FIRST
 AC9078  ELLP ORDER  -  SECOND    CLASS I
 AC9078
 AC9078.The horizontal coordinates were established by GPS observations
 AC9078.and adjusted by the National Geodetic Survey in September 2002..
 AC9078
 AC9078.The orthometric height was determined by GPS observations and a
 AC9078.high-resolution geoid model.
 AC9078
 AC9078.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9078
 AC9078.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9078
 AC9078.The ellipsoidal height was determined by GPS observations
 AC9078.and is referenced to NAD 83.
 AC9078
 AC9078.The geoid height was determined by GEOID03.
 AC9078
 AC9078;                    North         East     Units Scale Factor Converg.
 AC9078;SPC WI C     -   182,838.424   398,985.534   MT  0.99999087   -1 48 48.2
 AC9078;SPC WI C     -   599,862.40  1,309,005.04   sFT  0.99999087   -1 48 48.2
 AC9078;UTM  15      - 5,033,040.218   533,617.990   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  =   0.99955874
 AC9078
 AC9078                          SUPERSEDED SURVEY CONTROL
 AC9078
 AC9078  NAD 83(1991)-  45 27 00.28017(N)    092 34 12.28378(W) AD(       ) 1
 AC9078  ELLIP H (06/10/97)  352.03   (m)                       GP(       ) 2 1
 AC9078
 AC9078.Superseded values are not recommended for survey control.
 AC9078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9078.See file dsdata.txt to determine how the superseded data were derived.
 AC9078
 AC9078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL3361833040(NAD 83)
 AC9078_MARKER: DD = SURVEY DISK
 AC9078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9078_STAMPING: CENTURIA W. 415
 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 - November 06, 2005
 AC9078
 AC9078  HISTORY     - Date     Condition        Report By
 AC9078  HISTORY     - 1995     MONUMENTED       WI-095
 AC9078  HISTORY     - 20051106 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' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0569 ***********************************************************************
 QL0569  DESIGNATION -  CHALK
 QL0569  PID         -  QL0569
 QL0569  STATE/COUNTY-  WI/MARINETTE
 QL0569  USGS QUAD   -  MISCAUNO ISLAND (1982)
 QL0569
 QL0569                         *CURRENT SURVEY CONTROL
 QL0569  ___________________________________________________________________
 QL0569* NAD 83(1991)-  45 31 05.19236(N)    087 48 37.84885(W)     ADJUSTED  
 QL0569* NAVD 88     -       265.     (meters)     869.     (feet)  SCALED    
 QL0569  ___________________________________________________________________
 QL0569  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 QL0569  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 QL0569
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0569
 QL0569.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 QL0569| PID    Reference Object                     Distance      Geod. Az  |
 QL0569|                                                           dddmmss.s |
 QL0569| CJ4423 CHALK RM 1                           17.182 METERS 11320     |
 QL0569| QL0570 CHALK 1954 RM 2                      18.932 METERS 19007     |
 QL0569| CJ4422 CHALK AZ MK                                        2605553.1 |
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0569.See file dsdata.txt to determine how the superseded data were derived.
 QL0569
 QL0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR3669840828(NAD 83)
 QL0569_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QL0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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'STATION IS LOCATED ABOUT 11 MILES SOUTHEAST OF PEMBINE, 9 MILES EAST
 QL0569'OF AMBERG AND 3/4 MILE
 QL0569'NORTHWEST OF THE WISCONSIN-MICHIGAN POWER COMPANY DAM AND POWER PLANT
 QL0569'ON THE MENOMINEE RIVER.  STATION
 QL0569'IS 57 FEET NORTH OF THE NORTHWEST LEG OF LOOKOUT TOWER AND
 QL0569'7 FEET EAST OF WITNESS POST.  THE MARK
 QL0569'PROJECTS ABOUT 1 INCH AND THE DISK IS STAMPED
 QL0569'CHALK 1954.
 QL0569'
 QL0569'REFERENCE MARK NO. 1 IS AT THE EAST END OF A CLEARED PATH.  THE MARK
 QL0569'PROJECTS ABOUT 4 INCHES AND THE
 QL0569'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
 QL0569'OF THE LOOKOUT TOWER.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK
 QL0569'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
 QL0569'FENCE CORNER AND 2 FEET SOUTH OF WITNESS POST.  THE MARK PROJECTS
 QL0569'ABOUT 5 INCHES AND THE DISK IS
 QL0569'STAMPED CHALK 1954.  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
 QL0569'JUNCTION OF COUNTY ROUTE K.  TURN LEFT AND GO EAST ON COUNTY ROUTE K
 QL0569'FOR 6.4 MILES TO CROSSROADS AND END
 QL0569'OF BLACKTOP.  TURN LEFT AND GO NORTH FOR 0.5 MILE TO
 QL0569'FORKS.  TAKE RIGHT FORK FOR 2.0 MILES TO
 QL0569'CROSSROADS.  TURN LEFT AND GO NORTH FOR 0.15
 QL0569'MILE TO POINT WHERE MAIN ROAD TURNS RIGHT.  CONTINUE
 QL0569'STRAIGHT AHEAD FOR 1.0 MILE TO
 QL0569'SIDE ROAD LEFT.  FROM THIS POINT GO WEST FOR 0.45 MILE TO T
 QL0569'INTERSECTION AND AZIMUTH MARK AS
 QL0569'DESCRIBED.  CONTINUE STRAIGHT AHEAD FOR 0.05 MILE TO GATE AND WOODS
 QL0569'ROAD ON 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
 QL0569'DESCRIBED.
 QL0569'MILE TO LOOKOUT TOWER 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
 QL0569'CHALK NO 1 1954
 QL0569'GOOD
 QL0569'CHALK NO 2 1954 GOOD
 QL0569'AZ MK NOT FOUND AND WOULD NOT BE VISIBLE
 QL0569'FROM GROUND
 QL0569'
 QL0569'PROPERTY OWNER - WIS MICH POWER COMPANY
 QL0569'
 QL0569'LOCALITY- FROM INTERSECTION OF C.T.H.K AND WHAF RAPIDS LODGE
 QL0569'DRIVE NORTH 0.8
 QL0569'MILES
 QL0569'ABOUT 0.15 MILES NE OF W 1/4 COR
 QL0569'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 = OCTOBER  7, 2006
 QL0570 ***********************************************************************
 QL0570  DESIGNATION -  CHALK 1954 RM 2
 QL0570  PID         -  QL0570
 QL0570  STATE/COUNTY-  WI/MARINETTE
 QL0570  USGS QUAD   -  MISCAUNO ISLAND (1982)
 QL0570
 QL0570                         *CURRENT SURVEY CONTROL
 QL0570  ___________________________________________________________________
 QL0570* NAD 83(1991)-  45 31 04.58867(N)    087 48 38.00218(W)     ADJUSTED  
 QL0570* NAVD 88     -       265.     (meters)     869.     (feet)  SCALED    
 QL0570  ___________________________________________________________________
 QL0570  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 QL0570  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 QL0570
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0570
 QL0570.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0570.See file dsdata.txt to determine how the superseded data were derived.
 QL0570
 QL0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR3669440809(NAD 83)
 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 = OCTOBER  7, 2006
 PN1301 ***********************************************************************
 PN1301  DESIGNATION -  CHALLONER
 PN1301  PID         -  PN1301
 PN1301  STATE/COUNTY-  WI/WAUSHARA
 PN1301  USGS QUAD   -  COLOMA (1968)
 PN1301
 PN1301                         *CURRENT SURVEY CONTROL
 PN1301  ___________________________________________________________________
 PN1301* NAD 83(1991)-  44 05 55.24745(N)    089 32 32.98439(W)     ADJUSTED  
 PN1301* NAVD 88     -       332.3    (meters)    1090.     (feet)  VERTCON   
 PN1301  ___________________________________________________________________
 PN1301  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 PN1301  GEOID HEIGHT-         -35.90  (meters)                     GEOID03
 PN1301
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1301
 PN1301.The geoid height was determined by GEOID03.
 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     -   0.99995353  x   1.00000666  =   0.99996019
 PN1301!UTM  16      -   0.99995353  x   1.00010938  =   1.00006290
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1301.See file dsdata.txt to determine how the superseded data were derived.
 PN1301
 PN1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP9649485976(NAD 83)
 PN1301_MARKER: DE = TRAVERSE STATION DISK
 PN1301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1301_SP_SET: 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 = OCTOBER  7, 2006
 QN0023 ***********************************************************************
 QN0023  DESIGNATION -  CHALMERS
 QN0023  PID         -  QN0023
 QN0023  STATE/COUNTY-  WI/ONEIDA
 QN0023  USGS QUAD   -  BRANTWOOD (1979)
 QN0023
 QN0023                         *CURRENT SURVEY CONTROL
 QN0023  ___________________________________________________________________
 QN0023* NAD 83(1991)-  45 33 15.73467(N)    090 00 47.19812(W)     ADJUSTED  
 QN0023* NAVD 88     -       476.231  (meters)    1562.43   (feet)  ADJUSTED  
 QN0023  ___________________________________________________________________
 QN0023  LAPLACE CORR-          -4.01  (seconds)                    DEFLEC99
 QN0023  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 QN0023  DYNAMIC HT  -         476.210 (meters)    1562.37  (feet)  COMP
 QN0023  MODELED GRAV-     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
 QN0023.and adjusted by the National Geodetic Survey in June 1991..
 QN0023
 QN0023.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0023
 QN0023.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QN0023;SPC WI N     -    43,091.027   598,976.286   MT  1.00000225   -0 00 34.0
 QN0023;SPC WI N     -   141,374.48  1,965,141.36   sFT  1.00000225   -0 00 34.0
 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 N     -   0.99993018  x   1.00000225  =   0.99993243
 QN0023!SPC WI C     -   0.99993018  x   1.00001081  =   0.99994099
 QN0023!UTM  15      -   0.99993018  x   1.00026826  =   1.00019842
 QN0023!UTM  16      -   0.99993018  x   1.00028004  =   1.00021020
 QN0023
 QN0023:                Primary Azimuth Mark                     Grid Az
 QN0023:SPC WI N     -  TRIPOLI 1921                             068 48 46.6
 QN0023:SPC WI C     -  TRIPOLI 1921                             068 48 45.9
 QN0023:UTM  15      -  TRIPOLI 1921                             066 40 12.6
 QN0023:UTM  16      -  TRIPOLI 1921                             070 57 20.1
 QN0023
 QN0023|---------------------------------------------------------------------|
 QN0023| PID    Reference Object                     Distance      Geod. Az  |
 QN0023|                                                           dddmmss.s |
 QN0023| QM0383 TRIPOLI 1921                        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  NGVD 29 (??/??/92)  476.221  (m)         1562.40   (f) ADJ UNCH    1 2
 QN0023
 QN0023.Superseded values are not recommended for survey control.
 QN0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0023.See file dsdata.txt to determine how the superseded data were derived.
 QN0023
 QN0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL3312948877(NAD 83)
 QN0023_MARKER: DS = TRIANGULATION STATION DISK
 QN0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0023_STAMPING: ELEV 1562.402 FT CHALMERS 1921
 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             NGS
 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 NATIONAL 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 = OCTOBER  7, 2006
 QL0508 ***********************************************************************
 QL0508  DESIGNATION -  CHAMBERS ISLAND LIGHTHOUSE
 QL0508  PID         -  QL0508
 QL0508  STATE/COUNTY-  WI/DOOR
 QL0508  USGS QUAD   -  CHAMBERS ISLAND (1982)
 QL0508
 QL0508                         *CURRENT SURVEY CONTROL
 QL0508  ___________________________________________________________________
 QL0508* NAD 83(1991)-  45 12 08.09298(N)    087 21 53.43601(W)     ADJUSTED  
 QL0508* NAVD 88     -                                                        
 QL0508  ___________________________________________________________________
 QL0508  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 QL0508  GEOID HEIGHT-         -37.12  (meters)                     GEOID03
 QL0508
 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
 QL0508.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0508
 QL0508.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 QL0508
 QL0508  NAD 83(1986)-  45 12 08.09133(N)    087 21 53.43337(W) AD(       ) 4
 QL0508  NAD 27      -  45 12 08.14600(N)    087 21 53.03400(W) AD(       ) 3
 QL0508
 QL0508.Superseded values are not recommended for survey control.
 QL0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0508.See file dsdata.txt to determine how the superseded data were derived.
 QL0508
 QL0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR7134605483(NAD 83)
 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     MONUMENTED       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 = OCTOBER  7, 2006
 PM0536 ***********************************************************************
 PM0536  DESIGNATION -  CHAMPION
 PM0536  PID         -  PM0536
 PM0536  STATE/COUNTY-  WI/BROWN
 PM0536  USGS QUAD   -  NEW FRANKEN (1978)
 PM0536
 PM0536                         *CURRENT SURVEY CONTROL
 PM0536  ___________________________________________________________________
 PM0536* NAD 83(1991)-  44 36 12.79607(N)    087 49 33.05254(W)     ADJUSTED  
 PM0536* NAVD 88     -       253.     (meters)     830.     (feet)  SCALED    
 PM0536  ___________________________________________________________________
 PM0536  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 PM0536  GEOID HEIGHT-         -36.24  (meters)                     GEOID03
 PM0536
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0536
 PM0536.The geoid height was determined by GEOID03.
 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     -   0.99996602  x   0.99995197  =   0.99991799
 PM0536!UTM  16      -   0.99996602  x   0.99965282  =   0.99961885
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0536.See file dsdata.txt to determine how the superseded data were derived.
 PM0536
 PM0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ3446339244(NAD 83)
 PM0536_MARKER: DS = TRIANGULATION STATION DISK
 PM0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0536+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2006
 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
 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
 PM0536'OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED CHAMPION
 PM0536'1953.
 PM0536'
 PM0536'REFERENCE MARK NO. 1 IS IN A FENCE LINE AND 24 FEET NORTH OF THE
 PM0536'CENTER OF A GRAVEL ROAD.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 PM0536'CHAMPION 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.  THE MARK IS FLUSH AND THE DISK IS
 PM0536'STAMPED 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.  THE MARK
 PM0536'PROJECTS 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
 PM0536'HIGHWAY 57 FOR 0.9 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO
 PM0536'EAST FOR 0.65 MILE TO A T ROAD RIGHT, TURN RIGHT AND GO SOUTH FOR
 PM0536'0.7 MILE TO A GRAVEL CROSSROAD.  TURN RIGHT AND GO WEST FOR 0.05
 PM0536'MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 PM0536'
 PM0536'TO REACH THE AZIMUTH MARK FROM THIS POINT TURN LEFT AND GO EAST
 PM0536'FOR 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.
 PM0536'SINCE ORIGINAL AZIMUTH MARK WAS DOOMED BY ROAD CONSTRUCTION, A NEW
 PM0536'AZIMUTH MARK WAS SET EXACTLY ON THE LINE FROM THE STATION PRODUCED
 PM0536'THRU THE ORIGINAL AZIMUTH MARK.
 PM0536'
 PM0536'ABOUT 12 MILE NE OF GREEN BAY, ABOUT 5.25 MILES N ALONG T COUNTY
 PM0536'HIGHWAY FROM THE RAILROAD STATION IN NEW FRANKEN, OR 1.5 MILES W AND
 PM0536'1.0 MILES N OF THE SMALL TOWN OF CHAMPION, 308 FEET W OF CENTER
 PM0536'LINE OF COUNTY HIGHWAY, AND 29 FEET S OF CENTER LINE OF GRAVEL
 PM0536'ROAD, ON THE CREST OF A RIDGE, IN A ROCK-PILED FENCE LINE, STANDARD
 PM0536'MARKS STAMPED CHAMPION 1953 WITH THE SURFACE MARK FLUSH WITH THE
 PM0536'GROUND.
 PM0536'
 PM0536'REFERENCE STAMPED CHAMPION NO 1 1953, PROJECTS 0.1 FOOT, IS 84.40
 PM0536'FEET OR 25.725 METERS N 54 DEG 06.5 MIN E FROM THE
 PM0536'STATION, 241 FEET W OF CENTER LINE OF HIGHWAY, 26 FEET N OF
 PM0536'CENTER OF GRAVEL ROAD.
 PM0536'
 PM0536'REFERENCE STAMPED CHAMPION NO 2 1953, PROJECTS 0.1 FOOT, IS 86.41
 PM0536'FEET OR 26.338 METERS N 49 DEG 27.5 MIN W FROM THE
 PM0536'STATION, 375 FEET W OF CENTER LINE OF HIGHWAY, AND 24 FEET N OF
 PM0536'CENTER LINE OF GRAVEL ROAD.
 PM0536'
 PM0536'AZIMUTH STAMPED CHAMPION RESET 1960, PROJECTS 0.1 FOOT, IS ABOUT 0.4
 PM0536'MILE N 88 DEG 17 MIN E FROM THE STATION, 80 FEET
 PM0536'E CENTER LINE OF FIELD-ENTRANCE DRIVEWAY WHICH IS ON CREST OF RIDGE,
 PM0536'31 FEET N OF CENTER LINE OF GRAVEL ROAD, 0.8 FOOT HIGHER THAN SAME,
 PM0536'AND 2.0 FEET W OF STEEL WITNESS POST.
 PM0536
 PM0536                          STATION RECOVERY (2003)
 PM0536
 PM0536'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 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'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'REFERENCE MARK 1 IS ABOUT 85 FEET TO THE NORTHEAST OF THE STATION, 1
 PM0536'FOOT SOUTH OF A FENCE LINE, AND 1 FOOT SOUTHWEST OF AN ORANGE
 PM0536'FIBERGLASS WITNESS POST.
 PM0536'REFERENCE MARK 2 IS ABOUT 87 FEET NORTHWEST OF THE STATION, 45 FEET
 PM0536'NORTH OF UTILITY POLE NUMBER --25223E12--, 1 FOOT SOUTH OF A FENCE
 PM0536'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--
 PM0536'AT THE NORTHEAST QUADRANT OF THE JUNCTION OF MAGGIE JENNIE LN. AND
 PM0536'SERVIS 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, RM1 AND RM2 FOUND IN GOOD CONDITION. AZIMUTH MARK (RE-SET
 PM0536'1960) WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0384 ***********************************************************************
 QM0384  DESIGNATION -  CHANDLER
 QM0384  PID         -  QM0384
 QM0384  STATE/COUNTY-  WI/ONEIDA
 QM0384  USGS QUAD   -  TRIPOLI (1971)
 QM0384
 QM0384                         *CURRENT SURVEY CONTROL
 QM0384  ___________________________________________________________________
 QM0384* NAD 83(1991)-  45 33 35.07352(N)    089 58 20.34294(W)     ADJUSTED  
 QM0384* NAVD 88     -       472.761  (meters)    1551.05   (feet)  ADJUSTED  
 QM0384  ___________________________________________________________________
 QM0384  LAPLACE CORR-          -4.29  (seconds)                    DEFLEC99
 QM0384  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 QM0384  DYNAMIC HT  -         472.742 (meters)    1550.99  (feet)  COMP
 QM0384  MODELED GRAV-     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
 QM0384.and adjusted by the National Geodetic Survey in June 1991..
 QM0384
 QM0384.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0384
 QM0384.The geoid height was determined by GEOID03.
 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;                    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     -   0.99993073  x   1.00000126  =   0.99993199
 QM0384!SPC WI C     -   0.99993073  x   1.00001193  =   0.99994266
 QM0384!UTM  16      -   0.99993073  x   1.00026163  =   1.00019235
 QM0384!UTM  15      -   0.99993073  x   1.00028651  =   1.00021722
 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|---------------------------------------------------------------------|
 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  NGVD 29 (??/??/92)  472.752  (m)         1551.02   (f) ADJ UNCH    1 2
 QM0384
 QM0384.Superseded values are not recommended for survey control.
 QM0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0384.See file dsdata.txt to determine how the superseded data were derived.
 QM0384
 QM0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR6803049432(NAD 83)
 QM0384_MARKER: DS = TRIANGULATION STATION DISK
 QM0384_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QM0384_SP_SET: RAIL
 QM0384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0384
 QM0384  HISTORY     - Date     Condition        Report By
 QM0384  HISTORY     - 1921     MONUMENTED       CGS
 QM0384  HISTORY     - 1922     GOOD             NGS
 QM0384  HISTORY     - 1934     GOOD             NGS
 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 NATIONAL 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 NATIONAL 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 = OCTOBER  7, 2006
 QN0163 ***********************************************************************
 QN0163  DESIGNATION -  CHAP
 QN0163  PID         -  QN0163
 QN0163  STATE/COUNTY-  WI/SAWYER
 QN0163  USGS QUAD   -  HAUER (1971)
 QN0163
 QN0163                         *CURRENT SURVEY CONTROL
 QN0163  ___________________________________________________________________
 QN0163* NAD 83(1991)-  45 47 45.66305(N)    091 26 22.67518(W)     ADJUSTED  
 QN0163* NAVD 88     -       405.467  (meters)    1330.27   (feet)  POSTED    
 QN0163  ___________________________________________________________________
 QN0163  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 QN0163  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 QN0163  DYNAMIC HT  -         405.450 (meters)    1330.21  (feet)  COMP
 QN0163  MODELED GRAV-     980,553.5   (mgal)                       NAVD 88
 QN0163
 QN0163  HORZ ORDER  -  FIRST
 QN0163  VERT ORDER  -  * POSTED, Code A , 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.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QN0163.rate of 0.0 thru 1.0 mm/km.
 QN0163
 QN0163.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0163
 QN0163.The geoid height was determined by GEOID03.
 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;                    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     -   0.99994109  x   0.99996628  =   0.99990737
 QN0163!UTM  15      -   0.99994109  x   0.99978079  =   0.99972189
 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  NGVD 29 (??/??/92)  405.494  (m)         1330.36   (f) ADJ UNCH    1 2
 QN0163
 QN0163.Superseded values are not recommended for survey control.
 QN0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0163.See file dsdata.txt to determine how the superseded data were derived.
 QN0163
 QN0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL2126672568(NAD 83)
 QN0163_MARKER: DS = TRIANGULATION STATION DISK
 QN0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0163_STAMPING: CHAP 1921
 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             NGS
 QN0163  HISTORY     - 1934     GOOD             NGS
 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 NATIONAL 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 NATIONAL 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 = OCTOBER  7, 2006
 QL0568 ***********************************************************************
 QL0568  DESIGNATION -  CHAPMAN LOT 1954
 QL0568  PID         -  QL0568
 QL0568  STATE/COUNTY-  WI/MARINETTE
 QL0568  USGS QUAD   -  FAITHORN (1982)
 QL0568
 QL0568                         *CURRENT SURVEY CONTROL
 QL0568  ___________________________________________________________________
 QL0568* NAD 83(1991)-  45 43 10.72871(N)    087 51 22.07974(W)     ADJUSTED  
 QL0568* NAVD 88     -       295.     (meters)     968.     (feet)  SCALED    
 QL0568  ___________________________________________________________________
 QL0568  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 QL0568  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 QL0568
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0568
 QL0568.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0568.See file dsdata.txt to determine how the superseded data were derived.
 QL0568
 QL0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR3337463255(NAD 83)
 QL0568_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QL0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0568_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 RM0307 ***********************************************************************
 RM0307  DESIGNATION -  CHARLES
 RM0307  PID         -  RM0307
 RM0307  STATE/COUNTY-  WI/WASHBURN
 RM0307  USGS QUAD   -  STANBERRY WEST (1971)
 RM0307
 RM0307                         *CURRENT SURVEY CONTROL
 RM0307  ___________________________________________________________________
 RM0307* NAD 83(1991)-  46 06 42.58043(N)    091 42 17.58594(W)     ADJUSTED  
 RM0307* NAVD 88     -       346.465  (meters)    1136.69   (feet)  POSTED    
 RM0307  ___________________________________________________________________
 RM0307  LAPLACE CORR-          -7.24  (seconds)                    DEFLEC99
 RM0307  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 RM0307  DYNAMIC HT  -         346.490 (meters)    1136.78  (feet)  COMP
 RM0307  MODELED GRAV-     980,686.8   (mgal)                       NAVD 88
 RM0307
 RM0307  HORZ ORDER  -  FIRST
 RM0307  VERT ORDER  -  * POSTED, Code A , 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.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RM0307.rate of 0.0 thru 1.0 mm/km.
 RM0307
 RM0307.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0307
 RM0307.The geoid height was determined by GEOID03.
 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;                    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  =   0.99989581
 RM0307!UTM  15      -   0.99994999  x   0.99972313  =   0.99967313
 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|---------------------------------------------------------------------|
 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  NGVD 29 (??/??/92)  346.510  (m)         1136.84   (f) ADJ UNCH    1 2
 RM0307
 RM0307.Superseded values are not recommended for survey control.
 RM0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0307.See file dsdata.txt to determine how the superseded data were derived.
 RM0307
 RM0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM0008107288(NAD 83)
 RM0307_MARKER: DS = TRIANGULATION STATION DISK
 RM0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RM0307
 RM0307  HISTORY     - Date     Condition        Report By
 RM0307  HISTORY     - 1921     MONUMENTED       CGS
 RM0307  HISTORY     - 1922     GOOD             NGS
 RM0307  HISTORY     - 1934     GOOD             NGS
 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 NATIONAL 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 NATIONAL GEODETIC SURVEY 1934
 RM0307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0666 ***********************************************************************
 OM0666  DESIGNATION -  CHARLESBURG
 OM0666  PID         -  OM0666
 OM0666  STATE/COUNTY-  WI/CALUMET
 OM0666  USGS QUAD   -  MARYTOWN (1992)
 OM0666
 OM0666                         *CURRENT SURVEY CONTROL
 OM0666  ___________________________________________________________________
 OM0666* NAD 83(1991)-  43 58 47.47456(N)    088 09 37.40880(W)     ADJUSTED  
 OM0666* NAVD 88     -       317.     (meters)    1040.     (feet)  SCALED    
 OM0666  ___________________________________________________________________
 OM0666  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 OM0666  GEOID HEIGHT-         -35.93  (meters)                     GEOID03
 OM0666
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0666
 OM0666.The geoid height was determined by GEOID03.
 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  =   0.99966246
 OM0666
 OM0666:                Primary Azimuth Mark                     Grid Az
 OM0666:SPC WI S     -  ST MARTINS CATH CH SPIRE                 054 48 49.9
 OM0666:UTM  16      -  ST MARTINS CATH CH SPIRE                 056 53 01.3
 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 USGS 1953                 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0666.See file dsdata.txt to determine how the superseded data were derived.
 OM0666
 OM0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0693570290(NAD 83)
 OM0666_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0666_SETTING: 66 = SET IN ROCK OUTCROP
 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 = OCTOBER  7, 2006
 OM0668 ***********************************************************************
 OM0668  DESIGNATION -  CHARLESBURG ST CHARLES CATH CH
 OM0668  PID         -  OM0668
 OM0668  STATE/COUNTY-  WI/CALUMET
 OM0668  USGS QUAD   -  MARYTOWN (1992)
 OM0668
 OM0668                         *CURRENT SURVEY CONTROL
 OM0668  ___________________________________________________________________
 OM0668* NAD 83(1991)-  43 58 12.19567(N)    088 10 26.14349(W)     ADJUSTED  
 OM0668* NAVD 88     -                                                        
 OM0668  ___________________________________________________________________
 OM0668  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 OM0668  GEOID HEIGHT-         -35.92  (meters)                     GEOID03
 OM0668
 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
 OM0668.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0668
 OM0668.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 OM0668
 OM0668  NAD 83(1986)-  43 58 12.18670(N)    088 10 26.14222(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0668.See file dsdata.txt to determine how the superseded data were derived.
 OM0668
 OM0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0583469217(NAD 83)
 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     MONUMENTED       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 = OCTOBER  7, 2006
 DF6123 ***********************************************************************
 DF6123  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6123  DESIGNATION -  CHARLESTOWN GPS
 DF6123  PID         -  DF6123
 DF6123  STATE/COUNTY-  WI/CALUMET
 DF6123  USGS QUAD   -  POTTER (1993)
 DF6123
 DF6123                         *CURRENT SURVEY CONTROL
 DF6123  ___________________________________________________________________
 DF6123* NAD 83(1997)-  44 01 22.56845(N)    088 03 23.35510(W)     ADJUSTED  
 DF6123* NAVD 88     -       254.42   (meters)     834.7    (feet)  GPS OBS   
 DF6123  ___________________________________________________________________
 DF6123  X           -     155,797.122 (meters)                     COMP
 DF6123  Y           -  -4,591,220.146 (meters)                     COMP
 DF6123  Z           -   4,410,076.263 (meters)                     COMP
 DF6123  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 DF6123  ELLIP HEIGHT-         218.45  (meters)          (06/11/03) GPS OBS
 DF6123  GEOID HEIGHT-         -35.97  (meters)                     GEOID03
 DF6123
 DF6123  HORZ ORDER  -  FIRST
 DF6123  ELLP ORDER  -  THIRD     CLASS I
 DF6123
 DF6123.The horizontal coordinates were established by GPS observations
 DF6123.and adjusted by the National Geodetic Survey in June 2003..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6123
 DF6123.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6123
 DF6123.The ellipsoidal height was determined by GPS observations
 DF6123.and is referenced to NAD 83.
 DF6123
 DF6123.The geoid height was determined by GEOID03.
 DF6123
 DF6123;                    North         East     Units Scale Factor Converg.
 DF6123;SPC WI S     -   226,551.269   755,806.229   MT  0.99999141   +1 20 07.4
 DF6123;SPC WI S     -   743,276.96  2,479,674.27   sFT  0.99999141   +1 20 07.4
 DF6123;UTM  16      - 4,874,962.787   415,329.517   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                          SUPERSEDED SURVEY CONTROL
 DF6123
 DF6123.No superseded survey control is available for this station.
 DF6123
 DF6123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1533074963(NAD 83)
 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
 DF6123'VALDERS AND 9 KM EAST OF CHILTON.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 DF6123'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY
 DF6123'151 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
 DF6123'TO MURPHY LANE ON THE RIGHT, CONTINUE WEST ON US HIGHWAY 151 FOR 1.4
 DF6123'KM TO THE STATION
 DF6123'ON THE RIGHT.  THE STATION IS A BRONZE WISCONISN DEPARTMENT OF
 DF6123'TRANSPORTATION GPS
 DF6123'GEODETIC CONTROL MARKER DISK SET IN THE TOP OF A 45-CM DIAMETER
 DF6123'CONCRETE POST ABOUT
 DF6123'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 12.3 M NORTH OF THE
 DF6123'CENTERLINE OF US
 DF6123'HIGHWAY 151, 60 M NORTHEAST OF A TELEPHONE POLE --1820 24W8--, 37.5 M
 DF6123'NORTHWEST OF A
 DF6123'TELEPHONE POLE --1820 24W9--, 16 M EAST OF THE CENTER OF A FIELD
 DF6123'ENTRANCE, 14 M NORTHEAST
 DF6123'OF THE TOP CENTER OF A 35-CM DIAMETER CORRUGATED METAL CULVERT PIPE,
 DF6123'5.1 M SOUTHWEST
 DF6123'OF TELEPHONE PEDESTAL --1678--, 0.7 M SOUTH OF A METAL WITNESS POST,
 DF6123'1.0 M EAST, 1.0 M WEST,
 DF6123'AND 1.0 M NORTH OF THREE 4X4 ORANGE PLASTIC WITNESS POSTS.
 DF6123'---NOTE---THIS STATION HAS NO
 DF6123'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DF6123'HORIZON.
 DF6123' 
 DF6123' 
 DF6123' 
 DF6123'
 DF6123
 DF6123                          STATION RECOVERY (2003)
 DF6123
 DF6123'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6123'STATION RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS IN THE
 DF6123'CENTER OF A TRIANGLE FORMED 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.  ADD-- THE STATION IS 0.3 MILE EAST OF
 DF6123'LEMKE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7552 ***********************************************************************
 DE7552  DESIGNATION -  CHARLESTOWN W GPS
 DE7552  PID         -  DE7552
 DE7552  STATE/COUNTY-  WI/CALUMET
 DE7552  USGS QUAD   -  CHILTON (1992)
 DE7552
 DE7552                         *CURRENT SURVEY CONTROL
 DE7552  ___________________________________________________________________
 DE7552* NAD 83(1997)-  44 01 21.50400(N)    088 08 26.60037(W)     ADJUSTED  
 DE7552* NAVD 88     -       272.347  (meters)     893.53   (feet)  ADJUSTED  
 DE7552  ___________________________________________________________________
 DE7552  X           -     149,048.220 (meters)                     COMP
 DE7552  Y           -  -4,591,479.933 (meters)                     COMP
 DE7552  Z           -   4,410,065.092 (meters)                     COMP
 DE7552  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 DE7552  ELLIP HEIGHT-         236.37  (meters)          (06/11/03) GPS OBS
 DE7552  GEOID HEIGHT-         -35.98  (meters)                     GEOID03
 DE7552  DYNAMIC HT  -         272.293 (meters)     893.35  (feet)  COMP
 DE7552  MODELED GRAV-     980,416.8   (mgal)                       NAVD 88
 DE7552
 DE7552  HORZ ORDER  -  FIRST
 DE7552  VERT ORDER  -  SECOND    CLASS I
 DE7552  ELLP ORDER  -  THIRD     CLASS I
 DE7552
 DE7552.The horizontal coordinates were established by GPS observations
 DE7552.and adjusted by the National Geodetic Survey in June 2003..
 DE7552
 DE7552.The orthometric height was determined by differential leveling
 DE7552.and adjusted by the National Geodetic Survey in May 2003..
 DE7552
 DE7552.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7552
 DE7552.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7552
 DE7552.The ellipsoidal height was determined by GPS observations
 DE7552.and is referenced to NAD 83.
 DE7552
 DE7552.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE7552;SPC WI S     -   226,364.445   749,055.226   MT  0.99999135   +1 16 39.1
 DE7552;SPC WI S     -   742,664.02  2,457,525.35   sFT  0.99999135   +1 16 39.1
 DE7552;UTM  16      - 4,875,019.913   408,578.170   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                          SUPERSEDED SURVEY CONTROL
 DE7552
 DE7552  NAVD 88 (06/11/03)  272.35   (m)          893.5    (f) LEVELING    3  
 DE7552
 DE7552.Superseded values are not recommended for survey control.
 DE7552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7552.See file dsdata.txt to determine how the superseded data were derived.
 DE7552
 DE7552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0857875020(NAD 83)
 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 - August 17, 2005
 DE7552
 DE7552  HISTORY     - Date     Condition        Report By
 DE7552  HISTORY     - 2000     MONUMENTED       WIDT
 DE7552  HISTORY     - 20030630 GOOD             USPSQD
 DE7552  HISTORY     - 20050817 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RN1601 ***********************************************************************
 RN1601  DESIGNATION -  CHASE
 RN1601  PID         -  RN1601
 RN1601  STATE/COUNTY-  WI/BURNETT
 RN1601  USGS QUAD   -  WEBB LAKE (1983)
 RN1601
 RN1601                         *CURRENT SURVEY CONTROL
 RN1601  ___________________________________________________________________
 RN1601* NAD 83(1991)-  46 07 01.97216(N)    092 14 16.11237(W)     ADJUSTED  
 RN1601* NAVD 88     -       319.     (meters)    1047.     (feet)  SCALED    
 RN1601  ___________________________________________________________________
 RN1601  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 RN1601  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 RN1601
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 RN1601
 RN1601.The geoid height was determined by GEOID03.
 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;SPC MN C     -   226,149.300   955,513.748   MT  0.99992921   +1 27 20.1
 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     -   0.99995412  x   0.99994573  =   0.99989986
 RN1601!SPC MN C     -   0.99995412  x   0.99992921  =   0.99988334
 RN1601!UTM  15      -   0.99995412  x   0.99964264  =   0.99959678
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1601.See file dsdata.txt to determine how the superseded data were derived.
 RN1601
 RN1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM5889307353(NAD 83)
 RN1601_MARKER: DD = SURVEY DISK
 RN1601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - June 21, 1993
 RN1601
 RN1601  HISTORY     - Date     Condition        Report By
 RN1601  HISTORY     - 1953     MONUMENTED       CGS
 RN1601  HISTORY     - 19930621 GOOD             WI-013
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0447 ***********************************************************************
 QN0447  DESIGNATION -  CHASE
 QN0447  PID         -  QN0447
 QN0447  STATE/COUNTY-  WI/PRICE
 QN0447  USGS QUAD   -  PIKE LAKE SW (1981)
 QN0447
 QN0447                         *CURRENT SURVEY CONTROL
 QN0447  ___________________________________________________________________
 QN0447* NAD 83(1991)-  45 49 36.64042(N)    090 14 27.57209(W)     ADJUSTED  
 QN0447* NAVD 88     -       481.     (meters)    1578.     (feet)  SCALED    
 QN0447  ___________________________________________________________________
 QN0447  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 QN0447  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 QN0447
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0447
 QN0447.The geoid height was determined by GEOID03.
 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     -   0.99992941  x   0.99996295  =   0.99989236
 QN0447!UTM  15      -   0.99992941  x   1.00016462  =   1.00009401
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0447.See file dsdata.txt to determine how the superseded data were derived.
 QN0447
 QN0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL1429978511(NAD 83)
 QN0447_MARKER: DS = TRIANGULATION STATION DISK
 QN0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0447
 QN0447  HISTORY     - Date     Condition        Report By
 QN0447  HISTORY     - 1952     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0816 ***********************************************************************
 ON0816  DESIGNATION -  CHECK
 ON0816  PID         -  ON0816
 ON0816  STATE/COUNTY-  WI/CRAWFORD
 ON0816  USGS QUAD   -  EASTMAN (1983)
 ON0816
 ON0816                         *CURRENT SURVEY CONTROL
 ON0816  ___________________________________________________________________
 ON0816* NAD 83(1997)-  43 07 39.13514(N)    091 02 08.73591(W)     ADJUSTED  
 ON0816* NAVD 88     -       384.2    (meters)    1260.     (feet)  GPS OBS   
 ON0816  ___________________________________________________________________
 ON0816  X           -     -84,282.037 (meters)                     COMP
 ON0816  Y           -  -4,661,774.064 (meters)                     COMP
 ON0816  Z           -   4,338,094.113 (meters)                     COMP
 ON0816  LAPLACE CORR-          -7.09  (seconds)                    DEFLEC99
 ON0816  ELLIP HEIGHT-         352.27  (meters)          (05/03/99) GPS OBS
 ON0816  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 ON0816
 ON0816  HORZ ORDER  -  B
 ON0816  ELLP ORDER  -  THIRD     CLASS II
 ON0816
 ON0816.The horizontal coordinates were established by GPS observations
 ON0816.and adjusted by the National Geodetic Survey in May 1999..
 ON0816.No horizontal observational check was made to the station.
 ON0816
 ON0816.The orthometric height was determined by GPS observations and a
 ON0816.high-resolution geoid model.
 ON0816
 ON0816.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ON0816
 ON0816.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0816
 ON0816.The ellipsoidal height was determined by GPS observations
 ON0816.and is referenced to NAD 83.
 ON0816
 ON0816.The geoid height was determined by GEOID03.
 ON0816
 ON0816;                    North         East     Units Scale Factor Converg.
 ON0816;SPC WI S     -   125,781.866   515,724.915   MT  0.99994390   -0 42 42.0
 ON0816;SPC WI S     -   412,669.34  1,692,007.49   sFT  0.99994390   -0 42 42.0
 ON0816;UTM  15      - 4,776,850.403   659,772.531   MT  0.99991403   +1 20 35.1
 ON0816
 ON0816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0816!SPC WI S     -   0.99994476  x   0.99994390  =   0.99988866
 ON0816!UTM  15      -   0.99994476  x   0.99991403  =   0.99985879
 ON0816
 ON0816:                Primary Azimuth Mark                     Grid Az
 ON0816:SPC WI S     -  EASTMAN ST WENCESLAUS CATH CH            017 12 39.8
 ON0816:UTM  15      -  EASTMAN ST WENCESLAUS CATH CH            015 09 22.7
 ON0816
 ON0816|---------------------------------------------------------------------|
 ON0816| PID    Reference Object                     Distance      Geod. Az  |
 ON0816|                                                           dddmmss.s |
 ON0816| ON0813 EASTMAN ST WENCESLAUS CATH CH       APPROX. 3.7 KM 0162957.8 |
 ON0816| CI5260 CHECK RM 3                           22.340 METERS 08000     |
 ON0816| CI5257 CHECK AZ MK                                        2455517.4 |
 ON0816| CI5258 CHECK RM 1                                         24800     |
 ON0816| CI5259 CHECK RM 2                           25.410 METERS 30916     |
 ON0816|---------------------------------------------------------------------|
 ON0816
 ON0816                          SUPERSEDED SURVEY CONTROL
 ON0816
 ON0816  NAD 83(1991)-  43 07 39.13390(N)    091 02 08.73427(W) AD(       ) B
 ON0816  ELLIP H (06/11/91)  352.37   (m)                       GP(       ) 4 1
 ON0816  NAD 83(1986)-  43 07 39.12740(N)    091 02 08.73507(W) AD(       ) 1
 ON0816  NAD 27      -  43 07 39.19400(N)    091 02 08.27500(W) AD(       ) 1
 ON0816  NGVD 29 (07/09/90)  384.2    (m)         1260.     (f) GPS OBS        
 ON0816
 ON0816.Superseded values are not recommended for survey control.
 ON0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0816.See file dsdata.txt to determine how the superseded data were derived.
 ON0816
 ON0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH5977376850(NAD 83)
 ON0816_MARKER: DS = TRIANGULATION STATION DISK
 ON0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0816_SP_SET: CONCRETE POST
 ON0816_STAMPING: CHECK 1931
 ON0816_MARK LOGO: CGS   
 ON0816_MAGNETIC: N = NO MAGNETIC MATERIAL
 ON0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0816+STABILITY: SURFACE MOTION
 ON0816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON0816+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2003
 ON0816
 ON0816  HISTORY     - Date     Condition        Report By
 ON0816  HISTORY     - 1931     MONUMENTED       CGS
 ON0816  HISTORY     - 1931     GOOD             CGS
 ON0816  HISTORY     - 1931     GOOD             CGS
 ON0816  HISTORY     - 1958     GOOD             CGS
 ON0816  HISTORY     - 19890921 GOOD             NGS
 ON0816  HISTORY     - 19900819 GOOD             AEROS
 ON0816  HISTORY     - 19961210 GOOD             NGS
 ON0816  HISTORY     - 20030606 GOOD             JCLS
 ON0816
 ON0816                          STATION DESCRIPTION
 ON0816
 ON0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 ON0816'EIGHT MILES NORTHEAST OF PRAIRIE DU CHIEN, ABOUT 75 YARDS
 ON0816'EAST OF THE INTERSECTION OF U.S. HIGHWAY 61 AND COUNTY HIGHWAY
 ON0816'N, ON LAND OWNED AND OCCUPIED BY MR. MIKE CHECK.
 ON0816'
 ON0816'REACHED FROM PRAIRIE DU CHIEN VIA U.S. HIGHWAY 61 TO ITS
 ON0816'INTERSECTION WITH COUNTY HIGHWAY N, THENCE RIGHT ON COUNTY
 ON0816'HIGHWAY N FOR A DISTANCE OF 75 YARDS TO HIGHEST POINT OF
 ON0816'RISE AND STATION SITE ON RIGHT-HAND SIDE.
 ON0816'
 ON0816'MARK IS ON HIGHEST POINT OF SMALL KNOLL 75 YARDS EAST OF
 ON0816'INTERSECTION OF U.S. HIGHWAY 61 AND COUNTY HIGHWAY N, ON
 ON0816'SOUTH SIDE OF ROAD IN A PASTURE, 9.46 METERS SOUTH OF COUNTY
 ON0816'HIGHWAY N, 3.17 METERS SOUTH OF FENCE ON SOUTH SIDE OF COUNTY
 ON0816'HIGHWAY N, 75 METERS NORTHEAST OF INTERSECTION OF OLD ABANDONED
 ON0816'ROADS.  MARK IS 12 INCHES BELOW SURFACE.
 ON0816'
 ON0816'REFERENCE MARK NO. 1 IS 1/2 MILE SOUTHWEST OF STATION, ON
 ON0816'EAST SIDE OF U.S. HIGHWAY 61, 7 METERS EAST OF CENTER OF
 ON0816'ROAD, 1 FOOT WEST OF FENCE LINE ON EDGE OF HEAVILY WOODED
 ON0816'PASTURE, ABOUT 75 METERS SOUTH OF ENTRANCE TO FARM LANE
 ON0816'ON EAST SIDE OF ROAD, 0.2 MILE SOUTH OF THE INTERSECTION
 ON0816'OF U.S. HIGHWAY 61 AND COUNTY HIGHWAY N.  MARK PROJECTS
 ON0816'ABOUT 8 INCHES.
 ON0816'
 ON0816'U.S.G.S. TRAVERSE STATION WIS. PRIM. TRAV. STA. NO. 8T 1923
 ON0816'ELEV. 1246 IS IN OLD ROAD CORNER ABOUT 78 METERS SOUTHWEST
 ON0816'OF THE STATION, AND IS IN THE SOUTHEAST CORNER OF THE INTERSECTION
 ON0816'OF THE ABANDONED ROADS.
 ON0816'
 ON0816'REFERENCE MARK NO. 2 IS WEST OF THE STATION ON THE SAME
 ON0816'FENCE LINE AS THE STATION, 1 FOOT SOUTH OF FENCE ON SOUTH
 ON0816'SIDE OF ROAD AND PROJECTS 8 INCHES ABOVE SURFACE.
 ON0816'
 ON0816'HEIGHT OF SIGNAL ABOVE STATION MARK - 27 METERS.
 ON0816
 ON0816                          STATION RECOVERY (1931)
 ON0816
 ON0816'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (HWH)
 ON0816'LETTER OF THE U.S. GEOLOGICAL SURVEY OF FEB. 15, 1940, TO
 ON0816'MIKE CHECK.  (FILED IN LEVEL SECTION).
 ON0816'
 ON0816'THE ELEVATION OF CHECK REFERENCE MARK NO. 2 WAS DETERMINED
 ON0816'FROM P.T. STATION NO. 8 T (U.S.G.S.) THEN P.T. STATION DESTROYED.
 ON0816
 ON0816                          STATION RECOVERY (1931)
 ON0816
 ON0816'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931
 ON0816'RECOVERED IN GOOD CONDITION.
 ON0816
 ON0816                          STATION RECOVERY (1958)
 ON0816
 ON0816'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 ON0816'THE STATION AND REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION.
 ON0816'REFERENCE MARK 1 AND THE U.S.G.S. MARK WERE DESTROYED BY
 ON0816'ROAD CONSTRUCTION.  THE DIRECTION TO REFERENCE MARK 2 CHECKED
 ON0816'BUT THE DISTANCE WAS FOUND TO BE 0.010 OF A METER LONGER
 ON0816'THAN THE 1931 MEASUREMENT.  A NEW AZIMUTH MARK AND REFERENCE
 ON0816'MARK 3 WERE ESTABLISHED AT THIS TIME.  DUE TO CHANGES IN
 ON0816'ROAD CONSTRUCTION A COMPLETE NEW TO REACH AND DESCRIPTION
 ON0816'FOLLOWS.
 ON0816'
 ON0816'THE STATION IS ABOUT 3.5 MILES SOUTH OF EASTMAN, 421 FEET
 ON0816'SOUTHEAST OF THE INTERSECTION OF STATE HIGHWAY 27 AND COUNTY
 ON0816'ROAD N, IN THE CENTER OF SEC. 36, T 8 N, R 6 W, AND ON PROPERTY
 ON0816'OWNED BY MRS. MIKE CHECK.  IT IS 28 FEET SOUTH OF THE CENTERLINE
 ON0816'OF ROAD N, 11 FEET SOUTH OF A WHITE WITNESS POST AND IN
 ON0816'THE NORTH EDGE OF A CULTIVATED FIELD.  THE MONUMENT IS
 ON0816'UNDERGROUND 12 INCHES AND THE DISK IS STAMPED CHECK 1931.
 ON0816'
 ON0816'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 ON0816'27 AND 179 IN EASTMAN, GO SOUTHWESTERLY ON HIGHWAY 27 FOR
 ON0816'3.5 MILES TO THE JUNCTION OF COUNTY ROAD N AND THE STATION
 ON0816'AS DESCRIBED.
 ON0816'
 ON0816'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF HIGHWAY 27
 ON0816'AND ROAD N, CONTINUE SOUTHWEST ON HIGHWAY 27 FOR 0.4 MILE
 ON0816'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 ON0816'
 ON0816'REFERENCE MARK 2 IS 338 FEET SOUTHEAST OF THE INTERSECTION
 ON0816'AND 20 FEET SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD N.
 ON0816'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CHECK NO 2
 ON0816'1931.
 ON0816'
 ON0816'REFERENCE MARK 3 IS 21 FEET NORTHEAST OF THE CENTERLINE
 ON0816'OF ROAD N AND 15 FEET SOUTHEAST OF A TELEPHONE POLE.  THE
 ON0816'MONUMENT IS FLUSH AND THE DISK IS STAMPED CHECK NO 3 1931.
 ON0816'
 ON0816'THE AZIMUTH MARK IS 45 FEET SOUTH OF THE CENTERLINE OF HIGHWAY
 ON0816'27, 8 FEET NORTH OF A TELEPHONE POLE, 1 FOOT NORTH OF A
 ON0816'FENCE AND 1 FOOT EAST OF A WHITE WITNESS POST.  THE MONUMENT
 ON0816'PROJECTS 4 INCHES AND THE DISK IS STAMPED CHECK 1931.
 ON0816'
 ON0816'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ON0816
 ON0816                          STATION RECOVERY (1989)
 ON0816
 ON0816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 ON0816'THE STATION IS LOCATED ABOUT 13.0 KM (8.10 MI) NORTHEAST OF PRAIRIE DU
 ON0816'CHIEN, 5.6 KM (3.50 MI) SOUTH OF EASTMAN AND ABOUT 128 M (419.9 FT)
 ON0816'SOUTHEAST OF THE INTERSECTION OF STATE HIGHWAY 27 AND COUNTY ROAD N.
 ON0816'OWNERSHIP--MR. JOHN CHECK, BOX N472, HIGHWAY 27, WAUZEKA, WI 53826,
 ON0816'PHONE 608-874-4259.
 ON0816'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 27 AND 179 IN
 ON0816'EASTMAN, GO SOUTH ON STATE HIGHWAY 27 FOR 5.6 KM (3.50 MI) TO THE
 ON0816'JUNCTION OF COUNTY ROAD N.  TURN LEFT, EAST, ON COUNTY ROAD N FOR
 ON0816'ABOUT 0.15 KM (0.10 MI) TO THE STATION ON THE RIGHT IN NORTH EDGE OF A
 ON0816'CULTIVATED FIELD.
 ON0816'THE STATION IS A STANDARD CGS STATION MARK DISK 30 CM BELOW THE
 ON0816'GROUND.  LOCATED 16.4 M (53.8 FT) SOUTHWEST AND ACROSS THE ROAD FROM A
 ON0816'FIBERGLASS WITNESS POST IN THE NORTH RIGHT-OF-WAY FENCELINE AND 8.6 M
 ON0816'(28.2 FT) FROM THE CENTERLINE OF THE COUNTY ROAD.
 ON0816'DESCRIBED BY M. L. MCCREADY.
 ON0816
 ON0816                          STATION RECOVERY (1990)
 ON0816
 ON0816'RECOVERY NOTE BY AERO SERVICE CORPORATION 1990
 ON0816'RECOVERED IN GOOD CONDITION.
 ON0816
 ON0816                          STATION RECOVERY (1996)
 ON0816
 ON0816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JDS)
 ON0816'RECOVERED AS DESCRIBED.
 ON0816
 ON0816                          STATION RECOVERY (2003)
 ON0816
 ON0816'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 ON0816'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB8451 ***********************************************************************
 AB8451  DESIGNATION -  CHELL
 AB8451  PID         -  AB8451
 AB8451  STATE/COUNTY-  WI/BURNETT
 AB8451  USGS QUAD   -  FALUN (1982)
 AB8451
 AB8451                         *CURRENT SURVEY CONTROL
 AB8451  ___________________________________________________________________
 AB8451* NAD 83(1997)-  45 45 56.82298(N)    092 35 23.61024(W)     ADJUSTED  
 AB8451* NAVD 88     -       286.2    (meters)     939.     (feet)  GPS OBS   
 AB8451  ___________________________________________________________________
 AB8451  X           -    -201,405.936 (meters)                     COMP
 AB8451  Y           -  -4,452,637.716 (meters)                     COMP
 AB8451  Z           -   4,547,311.185 (meters)                     COMP
 AB8451  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 AB8451  ELLIP HEIGHT-         259.34  (meters)          (01/30/03) GPS OBS
 AB8451  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AB8451
 AB8451  HORZ ORDER  -  FIRST
 AB8451  ELLP ORDER  -  FOURTH    CLASS I
 AB8451
 AB8451.The horizontal coordinates were established by GPS observations
 AB8451.and adjusted by the National Geodetic Survey in January 2003..
 AB8451
 AB8451.The orthometric height was determined by GPS observations and a
 AB8451.high-resolution geoid model.
 AB8451
 AB8451.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8451
 AB8451.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8451
 AB8451.The ellipsoidal height was determined by GPS observations
 AB8451.and is referenced to NAD 83.
 AB8451
 AB8451.The geoid height was determined by GEOID03.
 AB8451
 AB8451;                    North         East     Units Scale Factor Converg.
 AB8451;SPC WI N     -    69,872.331   398,575.418   MT  0.99996982   -1 52 05.8
 AB8451;SPC WI N     -   229,239.47  1,307,659.52   sFT  0.99996982   -1 52 05.8
 AB8451;UTM  15      - 5,068,106.814   531,889.346   MT  0.99961250   +0 17 37.8
 AB8451
 AB8451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8451!SPC WI N     -   0.99995934  x   0.99996982  =   0.99992917
 AB8451!UTM  15      -   0.99995934  x   0.99961250  =   0.99957186
 AB8451
 AB8451                          SUPERSEDED SURVEY CONTROL
 AB8451
 AB8451  NAD 83(1991)-  45 45 56.82272(N)    092 35 23.60825(W) AD(       ) 1
 AB8451  ELLIP H (12/09/96)  259.38   (m)                       GP(       ) 4 1
 AB8451
 AB8451.Superseded values are not recommended for survey control.
 AB8451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8451.See file dsdata.txt to determine how the superseded data were derived.
 AB8451
 AB8451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL3188968107(NAD 83)
 AB8451_MARKER: DD = SURVEY DISK
 AB8451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - 1993
 AB8451
 AB8451  HISTORY     - Date     Condition        Report By
 AB8451  HISTORY     - 1993     MONUMENTED       WI-013
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0730 ***********************************************************************
 RM0730  DESIGNATION -  CHEQUAMEGON PT BEACON
 RM0730  PID         -  RM0730
 RM0730  STATE/COUNTY-  WI/ASHLAND
 RM0730  USGS QUAD   -  LONG ISLAND (1964)
 RM0730
 RM0730                         *CURRENT SURVEY CONTROL
 RM0730  ___________________________________________________________________
 RM0730* NAD 83(1991)-  46 43 42.46318(N)    090 48 34.03454(W)     ADJUSTED  
 RM0730* NAVD 88     -       184.     (meters)     604.     (feet)  SCALED    
 RM0730  ___________________________________________________________________
 RM0730  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 RM0730  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 RM0730
 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.No horizontal observational check was made to the station.
 RM0730
 RM0730.The orthometric height was scaled from a topographic map.
 RM0730
 RM0730.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0730
 RM0730.The geoid height was determined by GEOID03.
 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     -   0.99997615  x   0.99999324  =   0.99996939
 RM0730!UTM  15      -   0.99997615  x   0.99994435  =   0.99992050
 RM0730
 RM0730                          SUPERSEDED SURVEY CONTROL
 RM0730
 RM0730  NAD 83(1991)-  46 43 42.46362(N)    090 48 34.03347(W) AD(       ) 4
 RM0730  NAD 83(1986)-  46 43 42.45749(N)    090 48 34.02829(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0730.See file dsdata.txt to determine how the superseded data were derived.
 RM0730
 RM0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6737777320(NAD 83)
 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     MONUMENTED       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 = OCTOBER  7, 2006
 RM0722 ***********************************************************************
 RM0722  DESIGNATION -  CHEQUAMEGON PT LH WHITE LIGHT
 RM0722  PID         -  RM0722
 RM0722  STATE/COUNTY-  WI/ASHLAND
 RM0722  USGS QUAD   -  LONG ISLAND (1964)
 RM0722
 RM0722                         *CURRENT SURVEY CONTROL
 RM0722  ___________________________________________________________________
 RM0722* NAD 83(1991)-  46 43 43.16550(N)    090 47 06.37322(W)     ADJUSTED  
 RM0722* NAVD 88     -                                                        
 RM0722  ___________________________________________________________________
 RM0722  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 RM0722  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 RM0722
 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
 RM0722.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0722
 RM0722.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 RM0722
 RM0722  NAD 83(1991)-  46 43 43.16560(N)    090 47 06.37290(W) AD(       ) 4
 RM0722  NAD 83(1986)-  46 43 43.16099(N)    090 47 06.36729(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0722.See file dsdata.txt to determine how the superseded data were derived.
 RM0722
 RM0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6923777394(NAD 83)
 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 = OCTOBER  7, 2006
 PM0427 ***********************************************************************
 PM0427  DESIGNATION -  CHERRYLAND
 PM0427  PID         -  PM0427
 PM0427  STATE/COUNTY-  WI/DOOR
 PM0427  USGS QUAD   -  STURGEON BAY WEST (1981)
 PM0427
 PM0427                         *CURRENT SURVEY CONTROL
 PM0427  ___________________________________________________________________
 PM0427* NAD 83(1991)-  44 50 08.63980(N)    087 25 38.97834(W)     ADJUSTED  
 PM0427* NAVD 88     -       219.64   (+/-2cm)     720.6    (feet)  VERTCON   
 PM0427  ___________________________________________________________________
 PM0427  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 PM0427  GEOID HEIGHT-         -36.69  (meters)                     GEOID03
 PM0427
 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.The vertical order pertains to the NGVD 29 superseded value.
 PM0427
 PM0427.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0427
 PM0427.The geoid height was determined by GEOID03.
 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  =   0.99991227
 PM0427!UTM  16      -   0.99997132  x   0.99961404  =   0.99958537
 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 (07/19/86)  219.66   (m)          720.7    (f) LEVELING    3  
 PM0427
 PM0427.Superseded values are not recommended for survey control.
 PM0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0427.See file dsdata.txt to determine how the superseded data were derived.
 PM0427
 PM0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ6621164792(NAD 83)
 PM0427_MARKER: DS = TRIANGULATION STATION DISK
 PM0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 PM0426 ***********************************************************************
 PM0426  DESIGNATION -  CHERRYLAND 2
 PM0426  PID         -  PM0426
 PM0426  STATE/COUNTY-  WI/DOOR
 PM0426  USGS QUAD   -  STURGEON BAY WEST (1981)
 PM0426
 PM0426                         *CURRENT SURVEY CONTROL
 PM0426  ___________________________________________________________________
 PM0426* NAD 83(1991)-  44 50 08.84538(N)    087 25 38.59760(W)     ADJUSTED  
 PM0426* NAVD 88     -       219.     (meters)     719.     (feet)  SCALED    
 PM0426  ___________________________________________________________________
 PM0426  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 PM0426  GEOID HEIGHT-         -36.69  (meters)                     GEOID03
 PM0426
 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.No horizontal observational check was made to the station.
 PM0426
 PM0426.The orthometric height was scaled from a topographic map.
 PM0426
 PM0426.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0426
 PM0426.The geoid height was determined by GEOID03.
 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     -   0.99997142  x   0.99994095  =   0.99991237
 PM0426!UTM  16      -   0.99997142  x   0.99961403  =   0.99958546
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0426.See file dsdata.txt to determine how the superseded data were derived.
 PM0426
 PM0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ6621964798(NAD 83)
 PM0426_MARKER: DS = TRIANGULATION STATION DISK
 PM0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0426_SP_SET: TOP OF SQUARE 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 = OCTOBER  7, 2006
 QN0400 ***********************************************************************
 QN0400  DESIGNATION -  CHESTER
 QN0400  PID         -  QN0400
 QN0400  STATE/COUNTY-  WI/PRICE
 QN0400  USGS QUAD   -  PENNINGTON (1984)
 QN0400
 QN0400                         *CURRENT SURVEY CONTROL
 QN0400  ___________________________________________________________________
 QN0400* NAD 83(1991)-  45 32 27.97235(N)    090 27 01.78076(W)     ADJUSTED  
 QN0400* NAVD 88     -       452.914  (meters)    1485.94   (feet)  ADJUSTED  
 QN0400  ___________________________________________________________________
 QN0400  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 QN0400  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 QN0400  DYNAMIC HT  -         452.898 (meters)    1485.88  (feet)  COMP
 QN0400  MODELED GRAV-     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
 QN0400.and adjusted by the National Geodetic Survey in June 1991..
 QN0400
 QN0400.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0400
 QN0400.The geoid height was determined by GEOID03.
 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;                    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     -   0.99993377  x   1.00000474  =   0.99993851
 QN0400!UTM  15      -   0.99993377  x   1.00008709  =   1.00002085
 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
 QN0400.Superseded values are not recommended for survey control.
 QN0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0400.See file dsdata.txt to determine how the superseded data were derived.
 QN0400
 QN0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL9903946225(NAD 83)
 QN0400_MARKER: DS = TRIANGULATION STATION DISK
 QN0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 OM0935 ***********************************************************************
 OM0935  DESIGNATION -  CHESTER
 OM0935  PID         -  OM0935
 OM0935  STATE/COUNTY-  WI/DODGE
 OM0935  USGS QUAD   -  WAUPUN SOUTH (1980)
 OM0935
 OM0935                         *CURRENT SURVEY CONTROL
 OM0935  ___________________________________________________________________
 OM0935* NAD 83(1991)-  43 33 51.50345(N)    088 42 35.71727(W)     ADJUSTED  
 OM0935* NAVD 88     -       277.     (meters)     909.     (feet)  SCALED    
 OM0935  ___________________________________________________________________
 OM0935  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 OM0935  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 OM0935
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0935
 OM0935.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0935.See file dsdata.txt to determine how the superseded data were derived.
 OM0935
 OM0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6190824903(NAD 83)
 OM0935_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 OM1340 ***********************************************************************
 OM1340  DESIGNATION -  CHESTER N GPS
 OM1340  PID         -  OM1340
 OM1340  STATE/COUNTY-  WI/DODGE
 OM1340  USGS QUAD   -  WAUPUN NORTH (1980)
 OM1340
 OM1340                         *CURRENT SURVEY CONTROL
 OM1340  ___________________________________________________________________
 OM1340* NAD 83(1997)-  43 37 58.85643(N)    088 40 16.15581(W)     ADJUSTED  
 OM1340* NAVD 88     -       267.549  (meters)     877.78   (feet)  ADJUSTED  
 OM1340  ___________________________________________________________________
 OM1340  X           -     107,230.676 (meters)                     COMP
 OM1340  Y           -  -4,622,631.472 (meters)                     COMP
 OM1340  Z           -   4,378,830.089 (meters)                     COMP
 OM1340  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 OM1340  ELLIP HEIGHT-         232.11  (meters)          (11/17/00) GPS OBS
 OM1340  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 OM1340  DYNAMIC HT  -         267.489 (meters)     877.59  (feet)  COMP
 OM1340  MODELED GRAV-     980,386.7   (mgal)                       NAVD 88
 OM1340  OBS GRAVITY -     980,384.9   (mgal)                       GRAV_OBS
 OM1340
 OM1340  HORZ ORDER  -  FIRST
 OM1340  VERT ORDER  -  SECOND    CLASS I
 OM1340  ELLP ORDER  -  THIRD     CLASS II
 OM1340
 OM1340.The horizontal coordinates were established by GPS observations
 OM1340.and adjusted by the National Geodetic Survey in July 2000..
 OM1340
 OM1340.The orthometric height was determined by differential leveling
 OM1340.and adjusted by the National Geodetic Survey in October 2000..
 OM1340
 OM1340.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1340
 OM1340.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1340
 OM1340.The ellipsoidal height was determined by GPS observations
 OM1340.and is referenced to NAD 83.
 OM1340
 OM1340.The geoid height was determined by GEOID03.
 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.The observed gravity was obtained from relative gravimeter ties
 OM1340.to the IGSN71 gravity network.
 OM1340
 OM1340;                    North         East     Units Scale Factor Converg.
 OM1340;SPC WI S     -   182,267.940   707,225.497   MT  0.99994071   +0 54 47.0
 OM1340;SPC WI S     -   597,990.73  2,320,288.98   sFT  0.99994071   +0 54 47.0
 OM1340;UTM  16      - 4,832,470.806   365,192.660   MT  0.99982353   -1 09 12.0
 OM1340
 OM1340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1340!SPC WI S     -   0.99996360  x   0.99994071  =   0.99990432
 OM1340!UTM  16      -   0.99996360  x   0.99982353  =   0.99978714
 OM1340
 OM1340:                Primary Azimuth Mark                     Grid Az
 OM1340:SPC WI S     -  CHESTER N GPS AZ MK                      084 13 35.5
 OM1340:UTM  16      -  CHESTER N GPS AZ MK                      086 17 34.5
 OM1340
 OM1340|---------------------------------------------------------------------|
 OM1340| PID    Reference Object                     Distance      Geod. Az  |
 OM1340|                                                           dddmmss.s |
 OM1340| AI5991 CHESTER N GPS AZ MK                 469.251 METERS 0850822.5 |
 OM1340|---------------------------------------------------------------------|
 OM1340
 OM1340                          SUPERSEDED SURVEY CONTROL
 OM1340
 OM1340  ELLIP H (07/06/00)  232.11   (m)                       GP(       ) 2 1
 OM1340  NAVD 88 (07/06/00)  267.56   (m)          877.8    (f) LEVELING    3  
 OM1340
 OM1340.Superseded values are not recommended for survey control.
 OM1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1340.See file dsdata.txt to determine how the superseded data were derived.
 OM1340
 OM1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6519332471(NAD 83)
 OM1340_MARKER: DD = SURVEY DISK
 OM1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1340_SP_SET: CONCRETE POST
 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 - July 05, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI5991 ***********************************************************************
 AI5991  DESIGNATION -  CHESTER N GPS AZ MK
 AI5991  PID         -  AI5991
 AI5991  STATE/COUNTY-  WI/FOND DU LAC
 AI5991  USGS QUAD   -  WAUPUN NORTH (1980)
 AI5991
 AI5991                         *CURRENT SURVEY CONTROL
 AI5991  ___________________________________________________________________
 AI5991* NAD 83(1997)-  43 38 00.14416(N)    088 39 55.29753(W)     ADJUSTED  
 AI5991* NAVD 88     -       265.548  (meters)     871.22   (feet)  ADJUSTED  
 AI5991  ___________________________________________________________________
 AI5991  X           -     107,697.461 (meters)                     COMP
 AI5991  Y           -  -4,622,591.733 (meters)                     COMP
 AI5991  Z           -   4,378,857.467 (meters)                     COMP
 AI5991  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AI5991  ELLIP HEIGHT-         230.10  (meters)          (11/17/00) GPS OBS
 AI5991  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 AI5991  DYNAMIC HT  -         265.488 (meters)     871.02  (feet)  COMP
 AI5991  MODELED GRAV-     980,386.9   (mgal)                       NAVD 88
 AI5991
 AI5991  HORZ ORDER  -  FIRST
 AI5991  VERT ORDER  -  SECOND    CLASS I
 AI5991  ELLP ORDER  -  THIRD     CLASS II
 AI5991
 AI5991.The horizontal coordinates were established by GPS observations
 AI5991.and adjusted by the National Geodetic Survey in July 2000..
 AI5991
 AI5991.The orthometric height was determined by differential leveling
 AI5991.and adjusted by the National Geodetic Survey in October 2000..
 AI5991
 AI5991.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5991
 AI5991.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5991
 AI5991.The ellipsoidal height was determined by GPS observations
 AI5991.and is referenced to NAD 83.
 AI5991
 AI5991.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI5991;SPC WI S     -   182,315.141   707,692.341   MT  0.99994074   +0 55 01.3
 AI5991;SPC WI S     -   598,145.59  2,321,820.62   sFT  0.99994074   +0 55 01.3
 AI5991;UTM  16      - 4,832,501.140   365,660.846   MT  0.99982198   -1 08 57.6
 AI5991
 AI5991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5991!SPC WI S     -   0.99996392  x   0.99994074  =   0.99990466
 AI5991!UTM  16      -   0.99996392  x   0.99982198  =   0.99978591
 AI5991
 AI5991:                Primary Azimuth Mark                     Grid Az
 AI5991:SPC WI S     -  CHESTER N GPS                            264 13 35.6
 AI5991:UTM  16      -  CHESTER N GPS                            266 17 34.5
 AI5991
 AI5991|---------------------------------------------------------------------|
 AI5991| PID    Reference Object                     Distance      Geod. Az  |
 AI5991|                                                           dddmmss.s |
 AI5991| OM1340 CHESTER N GPS                       469.251 METERS 2650836.9 |
 AI5991|---------------------------------------------------------------------|
 AI5991
 AI5991                          SUPERSEDED SURVEY CONTROL
 AI5991
 AI5991  ELLIP H (07/06/00)  230.10   (m)                       GP(       ) 2 1
 AI5991
 AI5991.Superseded values are not recommended for survey control.
 AI5991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5991.See file dsdata.txt to determine how the superseded data were derived.
 AI5991
 AI5991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6566132501(NAD 83)
 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 - July 28, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1342 ***********************************************************************
 OM1342  DESIGNATION -  CHESTER S GPS
 OM1342  PID         -  OM1342
 OM1342  STATE/COUNTY-  WI/DODGE
 OM1342  USGS QUAD   -  WAUPUN SOUTH (1980)
 OM1342
 OM1342                         *CURRENT SURVEY CONTROL
 OM1342  ___________________________________________________________________
 OM1342* NAD 83(1997)-  43 33 38.58693(N)    088 42 54.97410(W)     ADJUSTED  
 OM1342* NAVD 88     -       273.119  (meters)     896.06   (feet)  ADJUSTED  
 OM1342  ___________________________________________________________________
 OM1342  X           -     103,795.632 (meters)                     COMP
 OM1342  Y           -  -4,628,254.679 (meters)                     COMP
 OM1342  Z           -   4,373,016.582 (meters)                     COMP
 OM1342  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 OM1342  ELLIP HEIGHT-         237.82  (meters)          (11/17/00) GPS OBS
 OM1342  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 OM1342  DYNAMIC HT  -         273.056 (meters)     895.85  (feet)  COMP
 OM1342  MODELED GRAV-     980,382.9   (mgal)                       NAVD 88
 OM1342  OBS GRAVITY -     980,384.4   (mgal)                       GRAV_OBS
 OM1342
 OM1342  HORZ ORDER  -  FIRST
 OM1342  VERT ORDER  -  SECOND    CLASS I
 OM1342  ELLP ORDER  -  THIRD     CLASS II
 OM1342
 OM1342.The horizontal coordinates were established by GPS observations
 OM1342.and adjusted by the National Geodetic Survey in July 2000..
 OM1342
 OM1342.The orthometric height was determined by differential leveling
 OM1342.and adjusted by the National Geodetic Survey in October 2000..
 OM1342
 OM1342.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1342
 OM1342.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1342
 OM1342.The ellipsoidal height was determined by GPS observations
 OM1342.and is referenced to NAD 83.
 OM1342
 OM1342.The geoid height was determined by GEOID03.
 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.The observed gravity was obtained from relative gravimeter ties
 OM1342.to the IGSN71 gravity network.
 OM1342
 OM1342;                    North         East     Units Scale Factor Converg.
 OM1342;SPC WI S     -   174,181.079   703,789.759   MT  0.99993641   +0 52 57.9
 OM1342;SPC WI S     -   571,459.09  2,309,016.90   sFT  0.99993641   +0 52 57.9
 OM1342;UTM  16      - 4,824,513.907   361,468.068   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  =   0.99989912
 OM1342!UTM  16      -   0.99996271  x   0.99983606  =   0.99979877
 OM1342
 OM1342                          SUPERSEDED SURVEY CONTROL
 OM1342
 OM1342  ELLIP H (07/06/00)  237.82   (m)                       GP(       ) 2 1
 OM1342  NAVD 88 (07/06/00)  273.11   (m)          896.0    (f) LEVELING    3  
 OM1342
 OM1342.Superseded values are not recommended for survey control.
 OM1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1342.See file dsdata.txt to determine how the superseded data were derived.
 OM1342
 OM1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6146824514(NAD 83)
 OM1342_MARKER: DD = SURVEY DISK
 OM1342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1342_SP_SET: CONCRETE POST
 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 = OCTOBER  7, 2006
 AI5992 ***********************************************************************
 AI5992  DESIGNATION -  CHESTER S GPS AZ MK
 AI5992  PID         -  AI5992
 AI5992  STATE/COUNTY-  WI/DODGE
 AI5992  USGS QUAD   -  WAUPUN SOUTH (1980)
 AI5992
 AI5992                         *CURRENT SURVEY CONTROL
 AI5992  ___________________________________________________________________
 AI5992* NAD 83(1986)-  43 33 50.     (N)    088 42 37.     (W)     SCALED    
 AI5992* NAVD 88     -       276.029  (meters)     905.61   (feet)  ADJUSTED  
 AI5992  ___________________________________________________________________
 AI5992  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 AI5992  DYNAMIC HT  -         275.965 (meters)     905.40  (feet)  COMP
 AI5992  MODELED GRAV-     980,383.2   (mgal)                       NAVD 88
 AI5992
 AI5992  VERT ORDER  -  SECOND    CLASS I
 AI5992
 AI5992.The horizontal coordinates were scaled from a topographic map and have
 AI5992.an estimated accuracy of +/- 6 seconds.
 AI5992
 AI5992.The orthometric height was determined by differential leveling
 AI5992.and adjusted by the National Geodetic Survey in October 2000..
 AI5992
 AI5992.The geoid height was determined by GEOID03.
 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     -   174,540.      704,190.      MT  (+/- 180 meters Scaled)
 AI5992
 AI5992                          SUPERSEDED SURVEY CONTROL
 AI5992
 AI5992.No superseded survey control is available for this station.
 AI5992
 AI5992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP618248(NAD 83)
 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 = OCTOBER  7, 2006
 QN0592 ***********************************************************************
 QN0592  CBN         -  This is a Cooperative Base Network Control Station.
 QN0592  DESIGNATION -  CHETEK GPS
 QN0592  PID         -  QN0592
 QN0592  STATE/COUNTY-  WI/BARRON
 QN0592  USGS QUAD   -  CHETEK (1978)
 QN0592
 QN0592                         *CURRENT SURVEY CONTROL
 QN0592  ___________________________________________________________________
 QN0592* NAD 83(1997)-  45 18 10.38363(N)    091 39 38.55039(W)     ADJUSTED  
 QN0592* NAVD 88     -       326.7    (meters)    1072.     (feet)  GPS OBS   
 QN0592  ___________________________________________________________________
 QN0592  X           -    -130,237.695 (meters)                     COMP
 QN0592  Y           -  -4,492,047.039 (meters)                     COMP
 QN0592  Z           -   4,511,297.957 (meters)                     COMP
 QN0592  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 QN0592  ELLIP HEIGHT-         296.37  (meters)          (04/28/99) GPS OBS
 QN0592  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 QN0592
 QN0592  HORZ ORDER  -  A
 QN0592  ELLP ORDER  -  THIRD     CLASS I
 QN0592
 QN0592.The horizontal coordinates were established by GPS observations
 QN0592.and adjusted by the National Geodetic Survey in April 1999..
 QN0592
 QN0592.The orthometric height was determined by GPS observations and a
 QN0592.high-resolution geoid model.
 QN0592
 QN0592.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QN0592
 QN0592.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0592
 QN0592.The ellipsoidal height was determined by GPS observations
 QN0592.and is referenced to NAD 83.
 QN0592
 QN0592.The geoid height was determined by GEOID03.
 QN0592
 QN0592;                    North         East     Units Scale Factor Converg.
 QN0592;SPC WI C     -   164,630.300   469,763.302   MT  0.99996842   -1 10 18.3
 QN0592;SPC WI C     -   540,124.58  1,541,215.10   sFT  0.99996842   -1 10 18.3
 QN0592;UTM  15      - 5,017,470.308   604,998.960   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  =   0.99992196
 QN0592!UTM  15      -   0.99995354  x   0.99973555  =   0.99968910
 QN0592
 QN0592                          SUPERSEDED SURVEY CONTROL
 QN0592
 QN0592  NAD 83(1991)-  45 18 10.38314(N)    091 39 38.54911(W) AD(       ) B
 QN0592  ELLIP H (06/11/91)  296.40   (m)                       GP(       ) 4 1
 QN0592  NGVD 29 (06/11/91)  326.6    (m)         1072.     (f) GPS OBS        
 QN0592
 QN0592.Superseded values are not recommended for survey control.
 QN0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0592.See file dsdata.txt to determine how the superseded data were derived.
 QN0592
 QN0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL0499917470(NAD 83)
 QN0592_MARKER: DH = HORIZONTAL CONTROL DISK
 QN0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0592_SP_SET: CONCRETE POST
 QN0592_STAMPING: CHETEK GPS 1989
 QN0592_MARK LOGO: WIDT  
 QN0592_PROJECTION: FLUSH
 QN0592_MAGNETIC: O = OTHER; SEE DESCRIPTION
 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 27, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1269 ***********************************************************************
 PN1269  DESIGNATION -  CHICAGO
 PN1269  PID         -  PN1269
 PN1269  STATE/COUNTY-  WI/ADAMS
 PN1269  USGS QUAD   -  ROCHE A CRI (1984)
 PN1269
 PN1269                         *CURRENT SURVEY CONTROL
 PN1269  ___________________________________________________________________
 PN1269* NAD 83(1991)-  44 03 24.36791(N)    089 48 20.24656(W)     ADJUSTED  
 PN1269* NAVD 88     -       295.0    (meters)     968.     (feet)  VERTCON   
 PN1269  ___________________________________________________________________
 PN1269  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 PN1269  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 PN1269
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1269
 PN1269.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1269.See file dsdata.txt to determine how the superseded data were derived.
 PN1269
 PN1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7527382006(NAD 83)
 PN1269_MARKER: DE = TRAVERSE STATION DISK
 PN1269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1269_SP_SET: 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 = OCTOBER  7, 2006
 NG0660 ***********************************************************************
 NG0660  DESIGNATION -  CHICAGO ST PAUL AWY BCN 5 C
 NG0660  PID         -  NG0660
 NG0660  STATE/COUNTY-  WI/KENOSHA
 NG0660  USGS QUAD   -  PLEASANT PRAIRIE (1971)
 NG0660
 NG0660                         *CURRENT SURVEY CONTROL
 NG0660  ___________________________________________________________________
 NG0660* NAD 83(1991)-  42 36 53.06355(N)    087 53 43.64360(W)     ADJUSTED  
 NG0660* NAVD 88     -                                                        
 NG0660  ___________________________________________________________________
 NG0660  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 NG0660  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 NG0660
 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
 NG0660.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0660
 NG0660.The geoid height was determined by GEOID03.
 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;SPC IL E     -   660,478.700   335,926.290   MT  0.99999087   +0 17 47.3
 NG0660;SPC IL E     - 2,166,920.53  1,102,118.17   sFT  0.99999087   +0 17 47.3
 NG0660;UTM  16      - 4,718,422.343   426,558.214   MT  0.99966636   -0 36 22.7
 NG0660
 NG0660                          SUPERSEDED SURVEY CONTROL
 NG0660
 NG0660  NAD 83(1986)-  42 36 53.05440(N)    087 53 43.66324(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0660.See file dsdata.txt to determine how the superseded data were derived.
 NG0660
 NG0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2655818422(NAD 83)
 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 = OCTOBER  7, 2006
 AB8412 ***********************************************************************
 AB8412  DESIGNATION -  CHICOG GPS
 AB8412  PID         -  AB8412
 AB8412  STATE/COUNTY-  WI/WASHBURN
 AB8412  USGS QUAD   -  HORSESHOE LAKE (1982)
 AB8412
 AB8412                         *CURRENT SURVEY CONTROL
 AB8412  ___________________________________________________________________
 AB8412* NAD 83(1997)-  46 02 30.70402(N)    091 57 58.76333(W)     ADJUSTED  
 AB8412* NAVD 88     -       317.3    (meters)    1041.     (feet)  GPS OBS   
 AB8412  ___________________________________________________________________
 AB8412  X           -    -152,180.005 (meters)                     COMP
 AB8412  Y           -  -4,432,561.671 (meters)                     COMP
 AB8412  Z           -   4,568,687.518 (meters)                     COMP
 AB8412  LAPLACE CORR-          -7.43  (seconds)                    DEFLEC99
 AB8412  ELLIP HEIGHT-         290.22  (meters)          (12/26/02) GPS OBS
 AB8412  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AB8412
 AB8412  HORZ ORDER  -  FIRST
 AB8412  ELLP ORDER  -  FOURTH    CLASS I
 AB8412
 AB8412.The horizontal coordinates were established by GPS observations
 AB8412.and adjusted by the National Geodetic Survey in December 2002..
 AB8412
 AB8412.The orthometric height was determined by GPS observations and a
 AB8412.high-resolution geoid model.
 AB8412
 AB8412.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8412
 AB8412.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8412
 AB8412.The ellipsoidal height was determined by GPS observations
 AB8412.and is referenced to NAD 83.
 AB8412
 AB8412.The geoid height was determined by GEOID03.
 AB8412
 AB8412;                    North         East     Units Scale Factor Converg.
 AB8412;SPC WI N     -    99,156.481   447,820.531   MT  0.99994775   -1 25 06.4
 AB8412;SPC WI N     -   325,315.89  1,469,224.53   sFT  0.99994775   -1 25 06.4
 AB8412;UTM  15      - 5,099,218.056   579,979.456   MT  0.99967864   +0 44 38.9
 AB8412
 AB8412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8412!SPC WI N     -   0.99995450  x   0.99994775  =   0.99990226
 AB8412!UTM  15      -   0.99995450  x   0.99967864  =   0.99963316
 AB8412
 AB8412                          SUPERSEDED SURVEY CONTROL
 AB8412
 AB8412  NAD 83(1991)-  46 02 30.70396(N)    091 57 58.76039(W) AD(       ) 1
 AB8412  ELLIP H (12/09/96)  290.26   (m)                       GP(       ) 4 1
 AB8412
 AB8412.Superseded values are not recommended for survey control.
 AB8412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8412.See file dsdata.txt to determine how the superseded data were derived.
 AB8412
 AB8412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7997999218(NAD 83)
 AB8412_MARKER: DD = SURVEY DISK
 AB8412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8412_STAMPING: CHICOG GPS 1991
 AB8412_MARK LOGO: WIDT  
 AB8412_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB8412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB8412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8412+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2004
 AB8412
 AB8412  HISTORY     - Date     Condition        Report By
 AB8412  HISTORY     - 1991     MONUMENTED       WIDT
 AB8412  HISTORY     - 19970712 GOOD             WOOLPT
 AB8412  HISTORY     - 20041206 GOOD             WOOLPT
 AB8412
 AB8412                          STATION DESCRIPTION
 AB8412
 AB8412'DESCRIBED BY WI DEPT OF TRANSP 1991
 AB8412'THE STATION IS LOCATED IN SECTION 15, TOWNSHIP 41 NORTH, RANGE 13
 AB8412'WEST, COUNTY OF WASHBURN, WISCONSIN.  TO REACH THE STATION FROM THE
 AB8412'INTERSECTION OF US HIGHWAY 53 AND STATE HIGHWAY 77 IN THE VILLAGE OF
 AB8412'MINONG, WISCONSIN, TRAVEL WESTERLY ALONG STATE HIGHWAY 77 10 MI (16.1
 AB8412'KM) TO COUNTY ROAD F SOUTH, GO WEST 750 FEET (228.6 M) PAST COUNTY
 AB8412'ROAD F TO THE STATION ON THE LEFT (SOUTH) SIDE OF STATE HIGHWAY 77.
 AB8412'THE STATION IS LOCATED 300 FEET (91.4 M) PAST TAVERN ON NORTH SIDE OF
 AB8412'HIGHWAY, 46 FEET (14.0 M) SOUTH OF CENTER LINE OF HIGHWAY, 62 FEET
 AB8412'(18.9 M) NORTHEAST OF POWER POLE, SOUTHWEST OF ADDRESS 3-B-10-1.  THE
 AB8412'MARKER IS SET IN A 30 CM ROUND CONCRETE MONUMENT.
 AB8412
 AB8412                          STATION RECOVERY (1997)
 AB8412
 AB8412'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1997 (ARL)
 AB8412'STATION IS ABOUT 8.4 MILES (13.5 KM) WEST OF MINONG ALONG STH 77
 AB8412'STARTING AT THE INTERSECTION OF USH 53 AND STH 77 AND LIES 46 FEET
 AB8412'(14.0 M) FROM THE CENTER LINE ON THE SOUTH SIDE OF THE HIGHWAY ON A
 AB8412'SLIGHT BANK.  STATION IS 500 FEET (152.4 M) WEST OF THE INTERSECTION
 AB8412'OF CTH F FROM THE SOUTH AND 200 FEET (61.0 M) WEST OF THE BALD EAGLE
 AB8412'DRIVE FROM THE NORTH.  ACCESS ROAD TO CENTURY TELEPHONE FACILITIES IS
 AB8412'ABOUT 50 FEET (15.2 M) WEST OF BALD EAGLE DRIVE WHICH ALSO SERVES AS
 AB8412'VEHICLE ACCESS TO STATION.  TELEPHONE CONTROL BOX LIES 16 FEET (4.9 M)
 AB8412'SE OF STATION.  WIDOT SIGN LIES 3 FEET (0.9 M) SOUTH OF STATION.
 AB8412
 AB8412                          STATION RECOVERY (2004)
 AB8412
 AB8412'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (BJM)
 AB8412'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0352 ***********************************************************************
 ON0352  DESIGNATION -  CHIEN RM 2
 ON0352  PID         -  ON0352
 ON0352  STATE/COUNTY-  WI/CRAWFORD
 ON0352  USGS QUAD   -  PRAIRIE DU CHIEN (1983)
 ON0352
 ON0352                         *CURRENT SURVEY CONTROL
 ON0352  ___________________________________________________________________
 ON0352* NAD 83(1986)-  43 03 54.     (N)    091 08 19.     (W)     SCALED    
 ON0352* NAVD 88     -       193.359  (meters)     634.38   (feet)  ADJUSTED  
 ON0352  ___________________________________________________________________
 ON0352  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 ON0352  DYNAMIC HT  -         193.311 (meters)     634.22  (feet)  COMP
 ON0352  MODELED GRAV-     980,369.7   (mgal)                       NAVD 88
 ON0352
 ON0352  VERT ORDER  -  FIRST     CLASS I
 ON0352
 ON0352.The horizontal coordinates were scaled from a topographic map and have
 ON0352.an estimated accuracy of +/- 6 seconds.
 ON0352
 ON0352.The orthometric height was determined by differential leveling
 ON0352.and adjusted by the National Geodetic Survey in June 1991..
 ON0352
 ON0352.The geoid height was determined by GEOID03.
 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     -   118,940.      507,260.      MT  (+/- 180 meters Scaled)
 ON0352
 ON0352                          SUPERSEDED SURVEY CONTROL
 ON0352
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0352.See file dsdata.txt to determine how the superseded data were derived.
 ON0352
 ON0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH515697(NAD 83)
 ON0352_MARKER: DR = REFERENCE MARK DISK
 ON0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0352_SP_SET: 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 - December 04, 2003
 ON0352
 ON0352  HISTORY     - Date     Condition        Report By
 ON0352  HISTORY     - 1958     MONUMENTED       CGS
 ON0352  HISTORY     - 1970     GOOD             NGS
 ON0352  HISTORY     - 20031204 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0193 ***********************************************************************
 PN0193  DESIGNATION -  CHILTON
 PN0193  PID         -  PN0193
 PN0193  STATE/COUNTY-  WI/CALUMET
 PN0193  USGS QUAD   -  CHILTON (1992)
 PN0193
 PN0193                         *CURRENT SURVEY CONTROL
 PN0193  ___________________________________________________________________
 PN0193* NAD 83(1986)-  44 01 46.     (N)    088 09 53.     (W)     SCALED    
 PN0193* NAVD 88     -       275.002  (meters)     902.24   (feet)  ADJUSTED  
 PN0193  ___________________________________________________________________
 PN0193  GEOID HEIGHT-         -36.00  (meters)                     GEOID03
 PN0193  DYNAMIC HT  -         274.948 (meters)     902.06  (feet)  COMP
 PN0193  MODELED GRAV-     980,417.0   (mgal)                       NAVD 88
 PN0193
 PN0193  VERT ORDER  -  SECOND    CLASS 0
 PN0193
 PN0193.The horizontal coordinates were scaled from a topographic map and have
 PN0193.an estimated accuracy of +/- 6 seconds.
 PN0193
 PN0193.The orthometric height was determined by differential leveling
 PN0193.and adjusted by the National Geodetic Survey in June 1991..
 PN0193
 PN0193.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0193.See file dsdata.txt to determine how the superseded data were derived.
 PN0193
 PN0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP066758(NAD 83)
 PN0193_MARKER: DB = BENCH MARK DISK
 PN0193_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PN0193_SP_SET: WALL
 PN0193_STAMPING: CHILTON 1934
 PN0193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = OCTOBER  7, 2006
 PN1205 ***********************************************************************
 PN1205  DESIGNATION -  CHILTON
 PN1205  PID         -  PN1205
 PN1205  STATE/COUNTY-  WI/CALUMET
 PN1205  USGS QUAD   -  CHILTON (1992)
 PN1205
 PN1205                         *CURRENT SURVEY CONTROL
 PN1205  ___________________________________________________________________
 PN1205* NAD 83(1991)-  44 01 59.66022(N)    088 10 11.97103(W)     ADJUSTED  
 PN1205* NAVD 88     -       283.     (meters)     928.     (feet)  SCALED    
 PN1205  ___________________________________________________________________
 PN1205  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 PN1205  GEOID HEIGHT-         -36.00  (meters)                     GEOID03
 PN1205
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1205
 PN1205.The geoid height was determined by GEOID03.
 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     -   0.99996127  x   0.99999338  =   0.99995465
 PN1205!UTM  16      -   0.99996127  x   0.99970810  =   0.99966938
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1205.See file dsdata.txt to determine how the superseded data were derived.
 PN1205
 PN1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0624976230(NAD 83)
 PN1205_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PN1205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7550 ***********************************************************************
 DE7550  DESIGNATION -  CHILTON GPS
 DE7550  PID         -  DE7550
 DE7550  STATE/COUNTY-  WI/CALUMET
 DE7550  USGS QUAD   -  MARYTOWN (1992)
 DE7550
 DE7550                         *CURRENT SURVEY CONTROL
 DE7550  ___________________________________________________________________
 DE7550* NAD 83(1997)-  44 00 00.75577(N)    088 11 51.57344(W)     ADJUSTED  
 DE7550* NAVD 88     -       284.583  (meters)     933.67   (feet)  ADJUSTED  
 DE7550  ___________________________________________________________________
 DE7550  X           -     144,540.162 (meters)                     COMP
 DE7550  Y           -  -4,593,365.407 (meters)                     COMP
 DE7550  Z           -   4,408,281.085 (meters)                     COMP
 DE7550  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 DE7550  ELLIP HEIGHT-         248.60  (meters)          (06/11/03) GPS OBS
 DE7550  GEOID HEIGHT-         -35.98  (meters)                     GEOID03
 DE7550  DYNAMIC HT  -         284.527 (meters)     933.49  (feet)  COMP
 DE7550  MODELED GRAV-     980,414.4   (mgal)                       NAVD 88
 DE7550
 DE7550  HORZ ORDER  -  B
 DE7550  VERT ORDER  -  SECOND    CLASS I
 DE7550  ELLP ORDER  -  FOURTH    CLASS I
 DE7550
 DE7550.The horizontal coordinates were established by GPS observations
 DE7550.and adjusted by the WI DEPT OF TRANSP in June 2003..
 DE7550
 DE7550.The orthometric height was determined by differential leveling
 DE7550.and adjusted by the National Geodetic Survey in May 2003..
 DE7550
 DE7550.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7550
 DE7550.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7550
 DE7550.The ellipsoidal height was determined by GPS observations
 DE7550.and is referenced to NAD 83.
 DE7550
 DE7550.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE7550;SPC WI S     -   223,772.577   744,545.269   MT  0.99998718   +1 14 18.2
 DE7550;SPC WI S     -   734,160.53  2,442,728.94   sFT  0.99998718   +1 14 18.2
 DE7550;UTM  16      - 4,872,593.351   403,978.814   MT  0.99971340   -0 49 55.3
 DE7550
 DE7550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7550!SPC WI S     -   0.99996102  x   0.99998718  =   0.99994820
 DE7550!UTM  16      -   0.99996102  x   0.99971340  =   0.99967443
 DE7550
 DE7550                          SUPERSEDED SURVEY CONTROL
 DE7550
 DE7550  NAVD 88 (06/11/03)  284.58   (m)          933.7    (f) LEVELING    3  
 DE7550
 DE7550.Superseded values are not recommended for survey control.
 DE7550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7550.See file dsdata.txt to determine how the superseded data were derived.
 DE7550
 DE7550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0397972593(NAD 83)
 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 - August 17, 2005
 DE7550
 DE7550  HISTORY     - Date     Condition        Report By
 DE7550  HISTORY     - 2000     MONUMENTED       WIDT
 DE7550  HISTORY     - 20030630 GOOD             USPSQD
 DE7550  HISTORY     - 20050817 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0916 ***********************************************************************
 PN0916  DESIGNATION -  CHILTON MUNICIPAL TANK
 PN0916  PID         -  PN0916
 PN0916  STATE/COUNTY-  WI/CALUMET
 PN0916  USGS QUAD   -  CHILTON (1992)
 PN0916
 PN0916                         *CURRENT SURVEY CONTROL
 PN0916  ___________________________________________________________________
 PN0916* NAD 83(1991)-  44 01 59.68775(N)    088 10 12.46842(W)     ADJUSTED  
 PN0916* NAVD 88     -                                                        
 PN0916  ___________________________________________________________________
 PN0916  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 PN0916  GEOID HEIGHT-         -36.00  (meters)                     GEOID03
 PN0916
 PN0916  HORZ ORDER  -  THIRD
 PN0916
 PN0916.The horizontal coordinates were established by classical geodetic methods
 PN0916.and adjusted by the National Geodetic Survey in November 1991..
 PN0916
 PN0916
 PN0916.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0916
 PN0916.The geoid height was determined by GEOID03.
 PN0916
 PN0916;                    North         East     Units Scale Factor Converg.
 PN0916;SPC WI S     -   227,490.530   746,672.174   MT  0.99999338   +1 15 26.3
 PN0916;SPC WI S     -   746,358.51  2,449,706.96   sFT  0.99999338   +1 15 26.3
 PN0916;UTM  16      - 4,876,231.013   406,238.030   MT  0.99970812   -0 48 48.2
 PN0916
 PN0916                          SUPERSEDED SURVEY CONTROL
 PN0916
 PN0916  NAD 83(1986)-  44 01 59.67939(N)    088 10 12.46596(W) AD(       ) 4
 PN0916  NAD 27      -  44 01 59.71000(N)    088 10 12.10300(W) AD(       ) 3
 PN0916
 PN0916.Superseded values are not recommended for survey control.
 PN0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0916.See file dsdata.txt to determine how the superseded data were derived.
 PN0916
 PN0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0623876231(NAD 83)
 PN0916
 PN0916  HISTORY     - Date     Condition        Report By
 PN0916  HISTORY     - 1953     MONUMENTED       CGS
 PN0916  HISTORY     - 19950429 MARK NOT FOUND   USPSQD
 PN0916
 PN0916                          STATION DESCRIPTION
 PN0916
 PN0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PN0916'THE STATION IS THE CENTER OF THE BASE OF THE STANDPIPE OF THE
 PN0916'CHILTON MUNI WATER TANK.  THE TANK IS A FOUR LEGGED, STEEL
 PN0916'STRUCTURE PAINTED SILVER WITH THE LEGEND CHILTON PAINTED ON THE
 PN0916'EAST AND WEST SIDES OF THE TANK.  IT IS APPROXIMATELY 125 FEET
 PN0916'HIGH.  IT IS LOCATED AT THE INTERSECTION OF COUNTY HIGHWAY F
 PN0916'AND GRAND AVENUE ON THE NORTHWEST SIDE OF THE TOWN OF CHILTON.
 PN0916'
 PN0916'A TRAVERSE WAS RUN FROM TRIANGULATION STATION CHILTON TO THE
 PN0916'CENTER OF THE STANDPIPE AND MEASUREMENTS ARE 36.46 FEET.
 PN0916'11.111 METERS.
 PN0916
 PN0916                          STATION RECOVERY (1995)
 PN0916
 PN0916'RECOVERY NOTE BY US POWER SQUADRON 1995
 PN0916'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7627 ***********************************************************************
 DE7627  DESIGNATION -  CHILTON N GPS
 DE7627  PID         -  DE7627
 DE7627  STATE/COUNTY-  WI/CALUMET
 DE7627  USGS QUAD   -  CHILTON (1992)
 DE7627
 DE7627                         *CURRENT SURVEY CONTROL
 DE7627  ___________________________________________________________________
 DE7627* NAD 83(1997)-  44 06 31.62980(N)    088 09 51.01570(W)     ADJUSTED  
 DE7627* NAVD 88     -       273.046  (meters)     895.82   (feet)  ADJUSTED  
 DE7627  ___________________________________________________________________
 DE7627  X           -     146,955.851 (meters)                     COMP
 DE7627  Y           -  -4,584,887.027 (meters)                     COMP
 DE7627  Z           -   4,416,943.683 (meters)                     COMP
 DE7627  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 DE7627  ELLIP HEIGHT-         237.02  (meters)          (06/11/03) GPS OBS
 DE7627  GEOID HEIGHT-         -36.04  (meters)                     GEOID03
 DE7627  DYNAMIC HT  -         272.997 (meters)     895.66  (feet)  COMP
 DE7627  MODELED GRAV-     980,432.1   (mgal)                       NAVD 88
 DE7627
 DE7627  HORZ ORDER  -  FIRST
 DE7627  VERT ORDER  -  SECOND    CLASS I
 DE7627  ELLP ORDER  -  THIRD     CLASS I
 DE7627
 DE7627.The horizontal coordinates were established by GPS observations
 DE7627.and adjusted by the National Geodetic Survey in June 2003..
 DE7627
 DE7627.The orthometric height was determined by differential leveling
 DE7627.and adjusted by the National Geodetic Survey in May 2003..
 DE7627
 DE7627.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7627
 DE7627.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7627
 DE7627.The ellipsoidal height was determined by GPS observations
 DE7627.and is referenced to NAD 83.
 DE7627
 DE7627.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE7627;SPC WI S     -   235,892.466   746,964.971   MT  1.00000883   +1 15 41.1
 DE7627;SPC WI S     -   773,923.87  2,450,667.58   sFT  1.00000883   +1 15 41.1
 DE7627;UTM  16      - 4,884,614.416   406,834.122   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                          SUPERSEDED SURVEY CONTROL
 DE7627
 DE7627  NAVD 88 (06/11/03)  273.05   (m)          895.8    (f) LEVELING    3  
 DE7627
 DE7627.Superseded values are not recommended for survey control.
 DE7627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7627.See file dsdata.txt to determine how the superseded data were derived.
 DE7627
 DE7627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0683484614(NAD 83)
 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 - August 17, 2005
 DE7627
 DE7627  HISTORY     - Date     Condition        Report By
 DE7627  HISTORY     - 2000     MONUMENTED       WIDT
 DE7627  HISTORY     - 20030630 GOOD             USPSQD
 DE7627  HISTORY     - 20050817 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0915 ***********************************************************************
 PN0915  DESIGNATION -  CHILTON ST MARYS CATH CH TOWER
 PN0915  PID         -  PN0915
 PN0915  STATE/COUNTY-  WI/CALUMET
 PN0915  USGS QUAD   -  CHILTON (1992)
 PN0915
 PN0915                         *CURRENT SURVEY CONTROL
 PN0915  ___________________________________________________________________
 PN0915* NAD 83(1991)-  44 01 46.04900(N)    088 09 40.88475(W)     ADJUSTED  
 PN0915* NAVD 88     -                                                        
 PN0915  ___________________________________________________________________
 PN0915  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 PN0915  GEOID HEIGHT-         -36.00  (meters)                     GEOID03
 PN0915
 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
 PN0915.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0915
 PN0915.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 PN0915
 PN0915  NAD 83(1986)-  44 01 46.04017(N)    088 09 40.88226(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0915.See file dsdata.txt to determine how the superseded data were derived.
 PN0915
 PN0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0693575800(NAD 83)
 PN0915
 PN0915  HISTORY     - Date     Condition        Report By
 PN0915  HISTORY     - 1953     MONUMENTED       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 = OCTOBER  7, 2006
 QM0207 ***********************************************************************
 QM0207  DESIGNATION -  CHINK
 QM0207  PID         -  QM0207
 QM0207  STATE/COUNTY-  WI/ONEIDA
 QM0207  USGS QUAD   -  MONICO NE (1981)
 QM0207
 QM0207                         *CURRENT SURVEY CONTROL
 QM0207  ___________________________________________________________________
 QM0207* NAD 83(1991)-  45 39 53.15878(N)    089 07 12.00889(W)     ADJUSTED  
 QM0207* NAVD 88     -       506.116  (meters)    1660.48   (feet)  ADJUSTED  
 QM0207  ___________________________________________________________________
 QM0207  LAPLACE CORR-          -4.23  (seconds)                    DEFLEC99
 QM0207  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 QM0207  DYNAMIC HT  -         506.084 (meters)    1660.38  (feet)  COMP
 QM0207  MODELED GRAV-     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
 QM0207.and adjusted by the National Geodetic Survey in June 1991..
 QM0207
 QM0207.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0207
 QM0207.The geoid height was determined by GEOID03.
 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;                    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     -   0.99992577  x   0.99998364  =   0.99990941
 QM0207!UTM  16      -   0.99992577  x   0.99993531  =   0.99986108
 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  NGVD 29 (??/??/92)  506.097  (m)         1660.42   (f) ADJ UNCH    1 2
 QM0207
 QM0207.Superseded values are not recommended for survey control.
 QM0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0207.See file dsdata.txt to determine how the superseded data were derived.
 QM0207
 QM0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR3485658988(NAD 83)
 QM0207_MARKER: Z = SEE DESCRIPTION
 QM0207_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QM0207_SP_SET: RAIL
 QM0207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0207
 QM0207  HISTORY     - Date     Condition        Report By
 QM0207  HISTORY     - 1921     MONUMENTED       CGS
 QM0207  HISTORY     - 1922     GOOD             NGS
 QM0207  HISTORY     - 1934     GOOD             NGS
 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 NATIONAL 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 NATIONAL 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 = OCTOBER  7, 2006
 PN0227 ***********************************************************************
 PN0227  DESIGNATION -  CHIO
 PN0227  PID         -  PN0227
 PN0227  STATE/COUNTY-  WI/OUTAGAMIE
 PN0227  USGS QUAD   -  SHIOCTON (1992)
 PN0227
 PN0227                         *CURRENT SURVEY CONTROL
 PN0227  ___________________________________________________________________
 PN0227* NAD 83(1991)-  44 26 20.08867(N)    088 35 29.53245(W)     ADJUSTED  
 PN0227* NAVD 88     -       233.759  (meters)     766.92   (feet)  ADJUSTED  
 PN0227  ___________________________________________________________________
 PN0227  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 PN0227  GEOID HEIGHT-         -36.31  (meters)                     GEOID03
 PN0227  DYNAMIC HT  -         233.724 (meters)     766.81  (feet)  COMP
 PN0227  MODELED GRAV-     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
 PN0227.and adjusted by the National Geodetic Survey in June 1991..
 PN0227
 PN0227.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0227
 PN0227.The geoid height was determined by GEOID03.
 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;                    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     -   0.99996904  x   0.99996965  =   0.99993869
 PN0227!UTM  16      -   0.99996904  x   0.99979728  =   0.99976633
 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|---------------------------------------------------------------------|
 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
 PN0227.Superseded values are not recommended for survey control.
 PN0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0227.See file dsdata.txt to determine how the superseded data were derived.
 PN0227
 PN0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ7334421856(NAD 83)
 PN0227_MARKER: DE = TRAVERSE STATION DISK
 PN0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0227_STAMPING: CHIO 1926
 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     SEE DESCRIPTION  CGS
 PN0227  HISTORY     - 1930     GOOD             NGS
 PN0227  HISTORY     - 1934     GOOD             NGS
 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 NATIONAL 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 NATIONAL 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 = OCTOBER  7, 2006
 QN0532 ***********************************************************************
 QN0532  DESIGNATION -  CHIPP
 QN0532  PID         -  QN0532
 QN0532  STATE/COUNTY-  WI/SAWYER
 QN0532  USGS QUAD   -  NEW POST (1972)
 QN0532
 QN0532                         *CURRENT SURVEY CONTROL
 QN0532  ___________________________________________________________________
 QN0532* NAD 83(1991)-  45 56 35.13373(N)    091 11 48.43908(W)     ADJUSTED  
 QN0532* NAVD 88     -       408.     (meters)    1339.     (feet)  SCALED    
 QN0532  ___________________________________________________________________
 QN0532  LAPLACE CORR-          -4.72  (seconds)                    DEFLEC99
 QN0532  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 QN0532
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0532
 QN0532.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0532.See file dsdata.txt to determine how the superseded data were derived.
 QN0532
 QN0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL3976989306(NAD 83)
 QN0532_MARKER: DS = TRIANGULATION STATION DISK
 QN0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 AF9971 ***********************************************************************
 AF9971  DESIGNATION -  CHIPPEWA
 AF9971  PID         -  AF9971
 AF9971  STATE/COUNTY-  WI/ASHLAND
 AF9971  USGS QUAD   -  PEEKSVILLE (1984)
 AF9971
 AF9971                         *CURRENT SURVEY CONTROL
 AF9971  ___________________________________________________________________
 AF9971* NAD 83(1997)-  46 00 40.86063(N)    090 36 14.15213(W)     ADJUSTED  
 AF9971* NAVD 88     -       459.8    (meters)    1509.     (feet)  GPS OBS   
 AF9971  ___________________________________________________________________
 AF9971  X           -     -46,775.210 (meters)                     COMP
 AF9971  Y           -  -4,437,464.247 (meters)                     COMP
 AF9971  Z           -   4,566,432.803 (meters)                     COMP
 AF9971  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 AF9971  ELLIP HEIGHT-         429.45  (meters)          (12/26/02) GPS OBS
 AF9971  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 AF9971
 AF9971  HORZ ORDER  -  FIRST
 AF9971  ELLP ORDER  -  THIRD     CLASS II
 AF9971
 AF9971.The horizontal coordinates were established by GPS observations
 AF9971.and adjusted by the National Geodetic Survey in December 2002..
 AF9971
 AF9971.The orthometric height was determined by GPS observations and a
 AF9971.high-resolution geoid model.
 AF9971
 AF9971.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9971
 AF9971.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9971
 AF9971.The ellipsoidal height was determined by GPS observations
 AF9971.and is referenced to NAD 83.
 AF9971
 AF9971.The geoid height was determined by GEOID03.
 AF9971
 AF9971;                    North         East     Units Scale Factor Converg.
 AF9971;SPC WI N     -    94,059.180   553,229.901   MT  0.99994906   -0 26 08.4
 AF9971;SPC WI N     -   308,592.49  1,815,055.10   sFT  0.99994906   -0 26 08.4
 AF9971;UTM  15      - 5,098,099.945   685,493.377   MT  1.00002300   +1 43 27.9
 AF9971
 AF9971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9971!SPC WI N     -   0.99993268  x   0.99994906  =   0.99988174
 AF9971!UTM  15      -   0.99993268  x   1.00002300  =   0.99995568
 AF9971
 AF9971                          SUPERSEDED SURVEY CONTROL
 AF9971
 AF9971  NAD 83(1991)-  46 00 40.86030(N)    090 36 14.15104(W) AD(       ) 1
 AF9971  ELLIP H (04/30/98)  429.46   (m)                       GP(       ) 3 2
 AF9971
 AF9971.Superseded values are not recommended for survey control.
 AF9971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9971.See file dsdata.txt to determine how the superseded data were derived.
 AF9971
 AF9971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL8549398100(NAD 83)
 AF9971_MARKER: DD = SURVEY DISK
 AF9971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9971_STAMPING: CHIPPEWA 1995
 AF9971_MARK LOGO: WI-099
 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 - 1995
 AF9971
 AF9971  HISTORY     - Date     Condition        Report By
 AF9971  HISTORY     - 1995     MONUMENTED       WI-099
 AF9971  HISTORY     - 20030905 MARK NOT FOUND   USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0207 ***********************************************************************
 PO0207  DESIGNATION -  CHIPPEWA FALLS
 PO0207  PID         -  PO0207
 PO0207  STATE/COUNTY-  WI/CHIPPEWA
 PO0207  USGS QUAD   -  CHIPPEWA FALLS (1981)
 PO0207
 PO0207                         *CURRENT SURVEY CONTROL
 PO0207  ___________________________________________________________________
 PO0207* NAD 83(1991)-  44 56 26.47133(N)    091 23 58.72371(W)     ADJUSTED  
 PO0207* NAVD 88     -       274.335  (meters)     900.05   (feet)  ADJUSTED  
 PO0207  ___________________________________________________________________
 PO0207  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 PO0207  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 PO0207  DYNAMIC HT  -         274.309 (meters)     899.96  (feet)  COMP
 PO0207  MODELED GRAV-     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
 PO0207.and adjusted by the National Geodetic Survey in June 1991..
 PO0207
 PO0207.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0207
 PO0207.The geoid height was determined by GEOID03.
 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;                    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  =   0.99975788
 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
 PO0207.Superseded values are not recommended for survey control.
 PO0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0207.See file dsdata.txt to determine how the superseded data were derived.
 PO0207
 PO0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2626377607(NAD 83)
 PO0207_MARKER: DS = TRIANGULATION STATION DISK
 PO0207_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PO0207_SP_SET: CONCRETE
 PO0207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PO0207
 PO0207  HISTORY     - Date     Condition        Report By
 PO0207  HISTORY     - 1934     MONUMENTED       CGS
 PO0207  HISTORY     - 1934     GOOD             NGS
 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 NATIONAL 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 = OCTOBER  7, 2006
 PO0771 ***********************************************************************
 PO0771  CBN         -  This is a Cooperative Base Network Control Station.
 PO0771  DESIGNATION -  CHIPPEWA FALLS GPS
 PO0771  PID         -  PO0771
 PO0771  STATE/COUNTY-  WI/CHIPPEWA
 PO0771  USGS QUAD   -  CHIPPEWA FALLS (1981)
 PO0771
 PO0771                         *CURRENT SURVEY CONTROL
 PO0771  ___________________________________________________________________
 PO0771* NAD 83(1997)-  44 55 15.06424(N)    091 22 48.82389(W)     ADJUSTED  
 PO0771* NAVD 88     -       289.6    (meters)     950.     (feet)  GPS OBS   
 PO0771  ___________________________________________________________________
 PO0771  X           -    -108,970.274 (meters)                     COMP
 PO0771  Y           -  -4,522,676.802 (meters)                     COMP
 PO0771  Z           -   4,481,307.151 (meters)                     COMP
 PO0771  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 PO0771  ELLIP HEIGHT-         258.69  (meters)          (04/28/99) GPS OBS
 PO0771  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 PO0771
 PO0771  HORZ ORDER  -  A
 PO0771  ELLP ORDER  -  THIRD     CLASS I
 PO0771
 PO0771.The horizontal coordinates were established by GPS observations
 PO0771.and adjusted by the National Geodetic Survey in April 1999..
 PO0771
 PO0771.The orthometric height was determined by GPS observations and a
 PO0771.high-resolution geoid model.
 PO0771
 PO0771.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PO0771
 PO0771.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0771
 PO0771.The ellipsoidal height was determined by GPS observations
 PO0771.and is referenced to NAD 83.
 PO0771
 PO0771.The geoid height was determined by GEOID03.
 PO0771
 PO0771;                    North         East     Units Scale Factor Converg.
 PO0771;SPC WI C     -   121,769.798   491,035.274   MT  0.99994101   -0 58 25.9
 PO0771;SPC WI C     -   399,506.41  1,611,004.89   sFT  0.99994101   -0 58 25.9
 PO0771;UTM  15      - 4,975,434.190   627,838.456   MT  0.99980096   +1 08 38.1
 PO0771
 PO0771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0771!SPC WI C     -   0.99995944  x   0.99994101  =   0.99990045
 PO0771!UTM  15      -   0.99995944  x   0.99980096  =   0.99976041
 PO0771
 PO0771                          SUPERSEDED SURVEY CONTROL
 PO0771
 PO0771  NAD 83(1991)-  44 55 15.06382(N)    091 22 48.82223(W) AD(       ) B
 PO0771  ELLIP H (06/11/91)  258.72   (m)                       GP(       ) 4 1
 PO0771  NGVD 29 (06/11/91)  289.6    (m)          950.     (f) GPS OBS        
 PO0771
 PO0771.Superseded values are not recommended for survey control.
 PO0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0771.See file dsdata.txt to determine how the superseded data were derived.
 PO0771
 PO0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2783875434(NAD 83)
 PO0771_MARKER: DH = HORIZONTAL CONTROL DISK
 PO0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0771_SP_SET: CONCRETE POST
 PO0771_STAMPING: CHIPPEWA FALLS GPS
 PO0771_MARK LOGO: NGS   
 PO0771_PROJECTION: FLUSH
 PO0771_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PO0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0771+STABILITY: SURFACE MOTION
 PO0771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PO0771+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2005
 PO0771
 PO0771  HISTORY     - Date     Condition        Report By
 PO0771  HISTORY     - 1989     MONUMENTED       WIHD
 PO0771  HISTORY     - 19900708 GOOD
 PO0771  HISTORY     - 19930621 GOOD             NOS
 PO0771  HISTORY     - 19971023 GOOD             WIHD
 PO0771  HISTORY     - 20010822 GOOD             USPSQD
 PO0771  HISTORY     - 20031116 GOOD             USPSQD
 PO0771  HISTORY     - 20051015 GOOD             INDIV
 PO0771  HISTORY     - 20051027 GOOD             USPSQD
 PO0771
 PO0771                          STATION DESCRIPTION
 PO0771
 PO0771'DESCRIBED BY WI HIGHWAY DEPT 1989
 PO0771'THE STATION IS LOCATED ABOUT 20.11 KM (12.50 MI) SOUTHWEST OF CADOTT,
 PO0771'13.68 KM (8.50 MI) NORTHEAST OF ALTOONA, AND 14.49 KM (9.00 MI)
 PO0771'NORTHEAST OF EAU CLAIRE.  OWNERSHIP--STATE HIGHWAY R.O.W.
 PO0771'TO REACH FROM THE STATE HIGHWAY 124 AND STATE HIGHWAY 29 OVERPASS, GO
 PO0771'EAST FOR 0.08 KM (0.05 MI) ON STATE HIGHWAY 29 TO THE STATION ON THE
 PO0771'RIGHT.
 PO0771'THE STATION IS A STANDARD NGS HORIZONTAL CONTROL MARK DISK
 PO0771'STAMPED---CHIPPEWA FALLS GPS 1989---, SET INTO THE TOP OF A ROUND
 PO0771'CONCRETE MONUMENT 40 CM IN DIAMETER FLUSH WITH THE GROUND.  LOCATED
 PO0771'14.33 M (47.0 FT) NORTHEAST FROM A WISCONSIN DEPARTMENT OF
 PO0771'TRANSPORTATION MONUMENT STAMPED---BUGS---, 34.75 M (114.0 FT) SOUTH
 PO0771'FROM THE SOUTH EDGE OF STATE HIGHWAY 29, 11.00 M (36.1 FT) EAST FROM A
 PO0771'FOUR INCH DIAMETER PINE TREE, AND 0.82 M (2.7 FT) NORTH FROM A
 PO0771'CARSONITE WITNESS POST.
 PO0771
 PO0771                          STATION RECOVERY (1990)
 PO0771
 PO0771'RECOVERED 1990
 PO0771'RECOVERED IN GOOD CONDITION.
 PO0771
 PO0771                          STATION RECOVERY (1993)
 PO0771
 PO0771'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (RAH)
 PO0771'RECOVERED AS DESCRIBED.
 PO0771
 PO0771                          STATION RECOVERY (1997)
 PO0771
 PO0771'RECOVERY NOTE BY WI HIGHWAY DEPT 1997 (CSM)
 PO0771'THE STATION IS LOCATED ABOUT 16.09 KM (10.00 MI) NORTH-NORTHEAST OF
 PO0771'EAU CLAIRE AND 1.61 KM (1.00 MI) SOUTHEAST OF DOWNTOWN CHIPPEWA FALLS
 PO0771'IN A TRIANGULAR GRASSY AREA IN THE SOUTHEAST QUADRANT OF THE
 PO0771'INTERCHANGE AT THE JUNCTION OF STATE HIGHWAYS 29 AND 124.
 PO0771'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 PO0771'STATION FROM THE SOUTH END OF THE HIGHWAY 29/124 BRIDGE OVER THE
 PO0771'CHIPPEWA RIVER, GO SOUTH AND EAST 1.05 KM (0.65 MI) ON HIGHWAY 29 TO
 PO0771'THE HIGHWAY 29 BRIDGE OVER HIGHWAY 124, CONTINUE EAST ABOUT 80 M
 PO0771'(262.5 FT) ON HIGHWAY 29 TO THE STATION ON THE RIGHT.  AN ALTERNATE
 PO0771'ROUTE TO THE STATION IS TO GO NORTH ON HIGHWAY 124 TO THE EXIT FOR
 PO0771'EASTBOUND HIGHWAY 29, ANGLE RIGHT AND GO NORTHEASTERLY 0.24 KM (0.15
 PO0771'MI) ON THE EXIT RAMP FROM HIGHWAY 124 TOWARDS EASTBOUND HIGHWAY 29 TO
 PO0771'A CLUSTER OF PINE, RED MAPLE, AND CRAB APPLE TREES ON THE LEFT AND THE
 PO0771'STATION ON THE LEFT ABOUT 30 M (98.4 FT) WEST OF THE CLUSTER OF TREES.
 PO0771'THE STATION IS A BRONZE NGS HORIZONTAL CONTROL MARK DISK SET IN THE
 PO0771'TOP OF A 40-CM (16-INCH) DIAMETER, 6-FOOT-DEEP CONCRETE POST FLUSH
 PO0771'WITH THE GROUND.  THE STATION IS 38.0 M (124.7 FT) SOUTH OF THE
 PO0771'CENTERLINE OF HIGHWAY 29, 72.3 M (237.2 FT) SOUTHEAST OF THE SOUTHEAST
 PO0771'CORNER OF THE TOP STEP OF A CONCRETE STAIRWAY AT THE EAST END OF THE
 PO0771'HIGHWAY 29 BRIDGE OVER HIGHWAY 124, 55.3 M (181.4 FT) SOUTHEAST OF A
 PO0771'10-CM (4-INCH) SQUARE WOODEN POST WITH A MERGING TRAFFIC SIGN, 11.0 M
 PO0771'(36.1 FT) EAST OF A 13-CM (5-INCH) DIAMETER NORWAY PINE CUT OFF ABOUT
 PO0771'1.2 M (3.9 FT) ABOVE THE GROUND, 18.9 M (62.0 FT) NORTH OF A 15-CM
 PO0771'(6-INCH) DIAMETER NORWAY PINE CUT OFF ABOUT 1.4 M (4.6 FT) ABOVE THE
 PO0771'GROUND, 14.30 M (46.92 FT) NORTH-NORTHWEST OF A CONCRETE MONUMENT WITH
 PO0771'AN ALUMINUM DISK STAMPED --BUGS 1987--, 0.83 M (2.72 FT) NORTH OF AN
 PO0771'ORANGE FIBERGLASS WITNESS POST, AND 0.83 M (2.72 FT) NORTH OF A WHITE
 PO0771'PLASTIC WITNESS POST.
 PO0771
 PO0771                          STATION RECOVERY (2001)
 PO0771
 PO0771'RECOVERY NOTE BY US POWER SQUADRON 2001 (LEK)
 PO0771'RECOVERED IN GOOD CONDITION.
 PO0771
 PO0771                          STATION RECOVERY (2003)
 PO0771
 PO0771'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PO0771'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS IN THE CENTER OF A
 PO0771'TRIANGLE FORMED BY THREE ORANGE 4X4 PLASTIC GUARD POSTS.
 PO0771
 PO0771                          STATION RECOVERY (2005)
 PO0771
 PO0771'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (LEK)
 PO0771'STATE TRUNK HIGHWAY 29 RELOCATED SOUTHERLY TO POSITION AS SOUTH BYPASS
 PO0771'OF CITY OF CHIPPEWA FALLS WISC, ON 10/2005.  REMANANT OF FORMER
 PO0771'HIGHWAY 29 NOW DESIGNATED BUSINESS 29
 PO0771
 PO0771                          STATION RECOVERY (2005)
 PO0771
 PO0771'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 PO0771'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0209 ***********************************************************************
 PO0209  DESIGNATION -  CHIPPEWA FALLS RM 1
 PO0209  PID         -  PO0209
 PO0209  STATE/COUNTY-  WI/CHIPPEWA
 PO0209  USGS QUAD   -  CHIPPEWA FALLS (1981)
 PO0209
 PO0209                         *CURRENT SURVEY CONTROL
 PO0209  ___________________________________________________________________
 PO0209* NAD 83(1986)-  44 56 26.     (N)    091 23 59.     (W)     SCALED    
 PO0209* NAVD 88     -       275.087  (meters)     902.51   (feet)  ADJUSTED  
 PO0209  ___________________________________________________________________
 PO0209  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 PO0209  DYNAMIC HT  -         275.061 (meters)     902.43  (feet)  COMP
 PO0209  MODELED GRAV-     980,517.6   (mgal)                       NAVD 88
 PO0209
 PO0209  VERT ORDER  -  SECOND    CLASS 0
 PO0209
 PO0209.The horizontal coordinates were scaled from a topographic map and have
 PO0209.an estimated accuracy of +/- 6 seconds.
 PO0209
 PO0209.The orthometric height was determined by differential leveling
 PO0209.and adjusted by the National Geodetic Survey in June 1991..
 PO0209
 PO0209.The geoid height was determined by GEOID03.
 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     -   123,990.      489,530.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0209.See file dsdata.txt to determine how the superseded data were derived.
 PO0209
 PO0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK262775(NAD 83)
 PO0209_MARKER: DR = REFERENCE MARK DISK
 PO0209_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PO0209_SP_SET: CONCRETE
 PO0209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PO0209
 PO0209  HISTORY     - Date     Condition        Report By
 PO0209  HISTORY     - 1934     MONUMENTED       CGS
 PO0209  HISTORY     - 1934     GOOD             NGS
 PO0209
 PO0209                          STATION DESCRIPTION
 PO0209
 PO0209'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 PO0208 ***********************************************************************
 PO0208  DESIGNATION -  CHIPPEWA FALLS RM 2
 PO0208  PID         -  PO0208
 PO0208  STATE/COUNTY-  WI/CHIPPEWA
 PO0208  USGS QUAD   -  CHIPPEWA FALLS (1981)
 PO0208
 PO0208                         *CURRENT SURVEY CONTROL
 PO0208  ___________________________________________________________________
 PO0208* NAD 83(1986)-  44 56 26.     (N)    091 23 59.     (W)     SCALED    
 PO0208* NAVD 88     -       274.026  (meters)     899.03   (feet)  ADJUSTED  
 PO0208  ___________________________________________________________________
 PO0208  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 PO0208  DYNAMIC HT  -         274.001 (meters)     898.95  (feet)  COMP
 PO0208  MODELED GRAV-     980,517.6   (mgal)                       NAVD 88
 PO0208
 PO0208  VERT ORDER  -  SECOND    CLASS 0
 PO0208
 PO0208.The horizontal coordinates were scaled from a topographic map and have
 PO0208.an estimated accuracy of +/- 6 seconds.
 PO0208
 PO0208.The orthometric height was determined by differential leveling
 PO0208.and adjusted by the National Geodetic Survey in June 1991..
 PO0208
 PO0208.The geoid height was determined by GEOID03.
 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     -   123,990.      489,530.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0208.See file dsdata.txt to determine how the superseded data were derived.
 PO0208
 PO0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK262775(NAD 83)
 PO0208_MARKER: DR = REFERENCE MARK DISK
 PO0208_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PO0208_SP_SET: CONCRETE
 PO0208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PO0208
 PO0208  HISTORY     - Date     Condition        Report By
 PO0208  HISTORY     - 1934     MONUMENTED       CGS
 PO0208  HISTORY     - 1934     GOOD             NGS
 PO0208
 PO0208                          STATION DESCRIPTION
 PO0208
 PO0208'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 PO0659 ***********************************************************************
 PO0659  DESIGNATION -  CHIPPEWA FALLS ST JOS HOSP STK
 PO0659  PID         -  PO0659
 PO0659  STATE/COUNTY-  WI/CHIPPEWA
 PO0659  USGS QUAD   -  CHIPPEWA FALLS (1981)
 PO0659
 PO0659                         *CURRENT SURVEY CONTROL
 PO0659  ___________________________________________________________________
 PO0659* NAD 83(1991)-  44 56 20.46192(N)    091 24 15.18199(W)     ADJUSTED  
 PO0659* NAVD 88     -                                                        
 PO0659  ___________________________________________________________________
 PO0659  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 PO0659  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 PO0659
 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
 PO0659.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0659
 PO0659.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 PO0659
 PO0659  NAD 83(1991)-  44 56 20.46213(N)    091 24 15.18378(W) AD(       ) 4
 PO0659  NAD 83(1986)-  44 56 20.45780(N)    091 24 15.20205(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0659.See file dsdata.txt to determine how the superseded data were derived.
 PO0659
 PO0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2590577415(NAD 83)
 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 = OCTOBER  7, 2006
 RM0211 ***********************************************************************
 RM0211  DESIGNATION -  CHISELED SQUARE
 RM0211  PID         -  RM0211
 RM0211  STATE/COUNTY-  WI/ASHLAND
 RM0211  USGS QUAD   -  ASHLAND WEST (1975)
 RM0211
 RM0211                         *CURRENT SURVEY CONTROL
 RM0211  ___________________________________________________________________
 RM0211* NAD 83(1986)-  46 35 09.     (N)    090 53 19.     (W)     SCALED    
 RM0211* NAVD 88     -       203.814  (meters)     668.68   (feet)  ADJUSTED  
 RM0211  ___________________________________________________________________
 RM0211  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 RM0211  DYNAMIC HT  -         203.819 (meters)     668.70  (feet)  COMP
 RM0211  MODELED GRAV-     980,634.4   (mgal)                       NAVD 88
 RM0211
 RM0211  VERT ORDER  -  FIRST     CLASS II
 RM0211
 RM0211.The horizontal coordinates were scaled from a topographic map and have
 RM0211.an estimated accuracy of +/- 6 seconds.
 RM0211
 RM0211.The orthometric height was determined by differential leveling
 RM0211.and adjusted by the National Geodetic Survey in June 1991..
 RM0211
 RM0211.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0211.See file dsdata.txt to determine how the superseded data were derived.
 RM0211
 RM0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM617613(NAD 83)
 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             NGS
 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
 RM0211                          STATION DESCRIPTION
 RM0211
 RM0211'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0213 ***********************************************************************
 RM0213  DESIGNATION -  CHISELED SQUARE
 RM0213  PID         -  RM0213
 RM0213  STATE/COUNTY-  WI/ASHLAND
 RM0213  USGS QUAD   -  ASHLAND WEST (1975)
 RM0213
 RM0213                         *CURRENT SURVEY CONTROL
 RM0213  ___________________________________________________________________
 RM0213* NAD 83(1986)-  46 35 19.     (N)    090 53 23.     (W)     SCALED    
 RM0213* NAVD 88     -       198.424  (meters)     651.00   (feet)  ADJUSTED  
 RM0213  ___________________________________________________________________
 RM0213  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 RM0213  DYNAMIC HT  -         198.429 (meters)     651.01  (feet)  COMP
 RM0213  MODELED GRAV-     980,634.5   (mgal)                       NAVD 88
 RM0213
 RM0213  VERT ORDER  -  FIRST     CLASS II
 RM0213
 RM0213.The horizontal coordinates were scaled from a topographic map and have
 RM0213.an estimated accuracy of +/- 6 seconds.
 RM0213
 RM0213.The orthometric height was determined by differential leveling
 RM0213.and adjusted by the National Geodetic Survey in June 1991..
 RM0213
 RM0213.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0213.See file dsdata.txt to determine how the superseded data were derived.
 RM0213
 RM0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM616616(NAD 83)
 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             NGS
 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
 RM0213                          STATION DESCRIPTION
 RM0213
 RM0213'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0847 ***********************************************************************
 RM0847  DESIGNATION -  CHITT
 RM0847  PID         -  RM0847
 RM0847  STATE/COUNTY-  WI/WASHBURN
 RM0847  USGS QUAD   -  CHITTAMO (1971)
 RM0847
 RM0847                         *CURRENT SURVEY CONTROL
 RM0847  ___________________________________________________________________
 RM0847* NAD 83(1991)-  46 07 41.87944(N)    091 43 00.79938(W)     ADJUSTED  
 RM0847* NAVD 88     -       337.36   (+/-2cm)    1106.8    (feet)  VERTCON   
 RM0847  ___________________________________________________________________
 RM0847  LAPLACE CORR-          -6.84  (seconds)                    DEFLEC99
 RM0847  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 RM0847
 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.The vertical order pertains to the NGVD 29 superseded value.
 RM0847
 RM0847.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0847
 RM0847.The geoid height was determined by GEOID03.
 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     -   0.99995140  x   0.99994558  =   0.99989698
 RM0847!UTM  15      -   0.99995140  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|---------------------------------------------------------------------|
 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 (07/19/86)  337.40   (m)         1107.0    (f) LEVELING    3  
 RM0847
 RM0847.Superseded values are not recommended for survey control.
 RM0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0847.See file dsdata.txt to determine how the superseded data were derived.
 RM0847
 RM0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM9912409103(NAD 83)
 RM0847_MARKER: DS = TRIANGULATION STATION DISK
 RM0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 RM0306 ***********************************************************************
 RM0306  DESIGNATION -  CHITTAMO
 RM0306  PID         -  RM0306
 RM0306  STATE/COUNTY-  WI/WASHBURN
 RM0306  USGS QUAD   -  CHITTAMO (1971)
 RM0306
 RM0306                         *CURRENT SURVEY CONTROL
 RM0306  ___________________________________________________________________
 RM0306* NAD 83(1991)-  46 07 41.35460(N)    091 42 59.33172(W)     ADJUSTED  
 RM0306* NAVD 88     -       337.593  (meters)    1107.59   (feet)  POSTED    
 RM0306  ___________________________________________________________________
 RM0306  LAPLACE CORR-          -6.85  (seconds)                    DEFLEC99
 RM0306  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 RM0306  DYNAMIC HT  -         337.620 (meters)    1107.67  (feet)  COMP
 RM0306  MODELED GRAV-     980,691.6   (mgal)                       NAVD 88
 RM0306
 RM0306  HORZ ORDER  -  FIRST
 RM0306  VERT ORDER  -  * POSTED, Code A , 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.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RM0306.rate of 0.0 thru 1.0 mm/km.
 RM0306
 RM0306.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0306
 RM0306.The geoid height was determined by GEOID03.
 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;                    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  =   0.99967224
 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|---------------------------------------------------------------------|
 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  NGVD 29 (??/??/92)  337.640  (m)         1107.74   (f) ADJ UNCH    1 2
 RM0306
 RM0306.Superseded values are not recommended for survey control.
 RM0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0306.See file dsdata.txt to determine how the superseded data were derived.
 RM0306
 RM0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM9915609087(NAD 83)
 RM0306_MARKER: DS = TRIANGULATION STATION DISK
 RM0306_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RM0306_SP_SET: CONCRETE BLOCK
 RM0306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RM0306
 RM0306  HISTORY     - Date     Condition        Report By
 RM0306  HISTORY     - 1921     MONUMENTED       CGS
 RM0306  HISTORY     - 1922     GOOD             NGS
 RM0306  HISTORY     - 1934     GOOD             NGS
 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 NATIONAL 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 NATIONAL 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 = OCTOBER  7, 2006
 DH5085 ***********************************************************************
 DH5085  DESIGNATION -  CHRISTIANA C GPS
 DH5085  PID         -  DH5085
 DH5085  STATE/COUNTY-  WI/VERNON
 DH5085  USGS QUAD   -  WESTBY (1985)
 DH5085
 DH5085                         *CURRENT SURVEY CONTROL
 DH5085  ___________________________________________________________________
 DH5085* NAD 83(1997)-  43 40 41.81009(N)    090 50 04.01672(W)     ADJUSTED  
 DH5085* NAVD 88     -                                                        
 DH5085  ___________________________________________________________________
 DH5085  X           -     -67,290.040 (meters)                     COMP
 DH5085  Y           -  -4,620,009.454 (meters)                     COMP
 DH5085  Z           -   4,382,560.831 (meters)                     COMP
 DH5085  LAPLACE CORR-          -7.43  (seconds)                    DEFLEC99
 DH5085  ELLIP HEIGHT-         365.31  (meters)          (08/01/05) GPS OBS
 DH5085  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 DH5085
 DH5085  HORZ ORDER  -  FIRST
 DH5085  ELLP ORDER  -  SECOND    CLASS I
 DH5085
 DH5085.The horizontal coordinates were established by GPS observations
 DH5085.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5085
 DH5085
 DH5085.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5085
 DH5085.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5085
 DH5085.The ellipsoidal height was determined by GPS observations
 DH5085.and is referenced to NAD 83.
 DH5085
 DH5085.The geoid height was determined by GEOID03.
 DH5085
 DH5085;                    North         East     Units Scale Factor Converg.
 DH5085;SPC WI S     -   186,779.104   532,716.306   MT  0.99994421   -0 34 24.1
 DH5085;SPC WI S     -   612,791.11  1,747,753.41   sFT  0.99994421   -0 34 24.1
 DH5085;UTM  15      - 4,838,419.925   674,558.516   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  =   0.99988693
 DH5085!UTM  15      -   0.99994272  x   0.99997480  =   0.99991752
 DH5085
 DH5085                          SUPERSEDED SURVEY CONTROL
 DH5085
 DH5085.No superseded survey control is available for this station.
 DH5085
 DH5085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7455938420(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5085+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH5085
 DH5085  HISTORY     - Date     Condition        Report By
 DH5085  HISTORY     - 2003     MONUMENTED       WIDT
 DH5085  HISTORY     - 20051228 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5086 ***********************************************************************
 DH5086  DESIGNATION -  CHRISTIANA N GPS
 DH5086  PID         -  DH5086
 DH5086  STATE/COUNTY-  WI/VERNON
 DH5086  USGS QUAD   -  WESTBY (1985)
 DH5086
 DH5086                         *CURRENT SURVEY CONTROL
 DH5086  ___________________________________________________________________
 DH5086* NAD 83(1997)-  43 43 16.23185(N)    090 48 33.06553(W)     ADJUSTED  
 DH5086* NAVD 88     -                                                        
 DH5086  ___________________________________________________________________
 DH5086  X           -     -65,206.466 (meters)                     COMP
 DH5086  Y           -  -4,616,753.280 (meters)                     COMP
 DH5086  Z           -   4,386,013.449 (meters)                     COMP
 DH5086  LAPLACE CORR-          -6.98  (seconds)                    DEFLEC99
 DH5086  ELLIP HEIGHT-         375.17  (meters)          (08/01/05) GPS OBS
 DH5086  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 DH5086
 DH5086  HORZ ORDER  -  FIRST
 DH5086  ELLP ORDER  -  SECOND    CLASS I
 DH5086
 DH5086.The horizontal coordinates were established by GPS observations
 DH5086.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5086
 DH5086
 DH5086.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5086
 DH5086.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5086
 DH5086.The ellipsoidal height was determined by GPS observations
 DH5086.and is referenced to NAD 83.
 DH5086
 DH5086.The geoid height was determined by GEOID03.
 DH5086
 DH5086;                    North         East     Units Scale Factor Converg.
 DH5086;SPC WI S     -   191,524.447   534,799.602   MT  0.99994811   -0 33 21.6
 DH5086;SPC WI S     -   628,359.79  1,754,588.36   sFT  0.99994811   -0 33 21.6
 DH5086;UTM  15      - 4,843,237.576   676,469.119   MT  0.99998305   +1 30 52.5
 DH5086
 DH5086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5086!SPC WI S     -   0.99994117  x   0.99994811  =   0.99988929
 DH5086!UTM  15      -   0.99994117  x   0.99998305  =   0.99992422
 DH5086
 DH5086                          SUPERSEDED SURVEY CONTROL
 DH5086
 DH5086.No superseded survey control is available for this station.
 DH5086
 DH5086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7646943238(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5086+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH5086
 DH5086  HISTORY     - Date     Condition        Report By
 DH5086  HISTORY     - 2003     MONUMENTED       WIDT
 DH5086  HISTORY     - 20051228 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 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  USGS QUAD   -  ROCKDALE (1971)
 DG4842
 DG4842                         *CURRENT SURVEY CONTROL
 DG4842  ___________________________________________________________________
 DG4842* NAD 83(1997)-  42 57 11.51767(N)    089 07 06.25702(W)     ADJUSTED  
 DG4842* NAVD 88     -       296.60   (meters)     973.1    (feet)  GPS OBS   
 DG4842  ___________________________________________________________________
 DG4842  X           -      71,940.783 (meters)                     COMP
 DG4842  Y           -  -4,675,136.171 (meters)                     COMP
 DG4842  Z           -   4,323,876.664 (meters)                     COMP
 DG4842  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 DG4842  ELLIP HEIGHT-         262.40  (meters)          (04/02/04) GPS OBS
 DG4842  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 DG4842
 DG4842  HORZ ORDER  -  FIRST
 DG4842  ELLP ORDER  -  FOURTH    CLASS I
 DG4842
 DG4842.The horizontal coordinates were established by GPS observations
 DG4842.and adjusted by the WI DEPT OF TRANSP in April 2004..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4842
 DG4842.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4842
 DG4842.The ellipsoidal height was determined by GPS observations
 DG4842.and is referenced to NAD 83.
 DG4842
 DG4842.The geoid height was determined by GEOID03.
 DG4842
 DG4842;                    North         East     Units Scale Factor Converg.
 DG4842;SPC WI S     -   106,271.811   671,936.660   MT  0.99996294   +0 36 20.7
 DG4842;SPC WI S     -   348,660.10  2,204,512.19   sFT  0.99996294   +0 36 20.7
 DG4842;UTM  16      - 4,757,794.942   327,198.453   MT  0.99996736   -1 26 37.8
 DG4842
 DG4842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4842!SPC WI S     -   0.99995885  x   0.99996294  =   0.99992179
 DG4842!UTM  16      -   0.99995885  x   0.99996736  =   0.99992621
 DG4842
 DG4842                          SUPERSEDED SURVEY CONTROL
 DG4842
 DG4842.No superseded survey control is available for this station.
 DG4842
 DG4842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2719857795(NAD 83)
 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 - 2001
 DG4842
 DG4842  HISTORY     - Date     Condition        Report By
 DG4842  HISTORY     - 2001     MONUMENTED       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'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP2205 ***********************************************************************
 PP2205  DESIGNATION -  CHUCK
 PP2205  PID         -  PP2205
 PP2205  STATE/COUNTY-  WI/PIERCE
 PP2205  USGS QUAD   -  EL PASO (1974)
 PP2205
 PP2205                         *CURRENT SURVEY CONTROL
 PP2205  ___________________________________________________________________
 PP2205* NAD 83(1991)-  44 45 39.60183(N)    092 22 22.47331(W)     ADJUSTED  
 PP2205* NAVD 88     -       335.4    (meters)    1100.     (feet)  VERTCON   
 PP2205  ___________________________________________________________________
 PP2205  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 PP2205  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 PP2205
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP2205
 PP2205.The geoid height was determined by GEOID03.
 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     -   0.99995217  x   0.99994272  =   0.99989489
 PP2205!UTM  15      -   0.99995217  x   0.99963029  =   0.99958248
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2205.See file dsdata.txt to determine how the superseded data were derived.
 PP2205
 PP2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK4962956592(NAD 83)
 PP2205_MARKER: DD = SURVEY DISK
 PP2205_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  7, 2006
 AB8433 ***********************************************************************
 AB8433  DESIGNATION -  CHUPP
 AB8433  PID         -  AB8433
 AB8433  STATE/COUNTY-  WI/BURNETT
 AB8433  USGS QUAD   -  HERTEL (1982)
 AB8433
 AB8433                         *CURRENT SURVEY CONTROL
 AB8433  ___________________________________________________________________
 AB8433* NAD 83(1997)-  45 50 40.82060(N)    092 08 28.21416(W)     ADJUSTED  
 AB8433* NAVD 88     -       304.6    (meters)     999.     (feet)  GPS OBS   
 AB8433  ___________________________________________________________________
 AB8433  X           -    -166,294.145 (meters)                     COMP
 AB8433  Y           -  -4,447,808.512 (meters)                     COMP
 AB8433  Z           -   4,553,436.628 (meters)                     COMP
 AB8433  LAPLACE CORR-         -10.35  (seconds)                    DEFLEC99
 AB8433  ELLIP HEIGHT-         277.27  (meters)          (01/30/03) GPS OBS
 AB8433  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AB8433
 AB8433  HORZ ORDER  -  FIRST
 AB8433  ELLP ORDER  -  FOURTH    CLASS I
 AB8433
 AB8433.The horizontal coordinates were established by GPS observations
 AB8433.and adjusted by the National Geodetic Survey in January 2003..
 AB8433
 AB8433.The orthometric height was determined by GPS observations and a
 AB8433.high-resolution geoid model.
 AB8433
 AB8433.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8433
 AB8433.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8433
 AB8433.The ellipsoidal height was determined by GPS observations
 AB8433.and is referenced to NAD 83.
 AB8433
 AB8433.The geoid height was determined by GEOID03.
 AB8433
 AB8433;                    North         East     Units Scale Factor Converg.
 AB8433;SPC WI N     -    77,597.669   433,700.964   MT  0.99996116   -1 32 40.5
 AB8433;SPC WI N     -   254,585.02  1,422,900.58   sFT  0.99996116   -1 32 40.5
 AB8433;UTM  15      - 5,077,148.360   566,686.915   MT  0.99965467   +0 36 58.3
 AB8433
 AB8433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8433!SPC WI N     -   0.99995653  x   0.99996116  =   0.99991770
 AB8433!UTM  15      -   0.99995653  x   0.99965467  =   0.99961122
 AB8433
 AB8433                          SUPERSEDED SURVEY CONTROL
 AB8433
 AB8433  NAD 83(1991)-  45 50 40.81993(N)    092 08 28.21201(W) AD(       ) 1
 AB8433  ELLIP H (12/09/96)  277.31   (m)                       GP(       ) 4 1
 AB8433
 AB8433.Superseded values are not recommended for survey control.
 AB8433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8433.See file dsdata.txt to determine how the superseded data were derived.
 AB8433
 AB8433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6668777148(NAD 83)
 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 = OCTOBER  7, 2006
 PM0325 ***********************************************************************
 PM0325  DESIGNATION -  CHURCH
 PM0325  PID         -  PM0325
 PM0325  STATE/COUNTY-  WI/KEWAUNEE
 PM0325  USGS QUAD   -  KEWAUNEE (1978)
 PM0325
 PM0325                         *CURRENT SURVEY CONTROL
 PM0325  ___________________________________________________________________
 PM0325* NAD 83(1986)-  44 27 30.     (N)    087 30 24.     (W)     SCALED    
 PM0325* NAVD 88     -       181.004  (meters)     593.84   (feet)  ADJUSTED  
 PM0325  ___________________________________________________________________
 PM0325  GEOID HEIGHT-         -36.24  (meters)                     GEOID03
 PM0325  DYNAMIC HT  -         180.982 (meters)     593.77  (feet)  COMP
 PM0325  MODELED GRAV-     980,496.6   (mgal)                       NAVD 88
 PM0325
 PM0325  VERT ORDER  -  FIRST     CLASS I
 PM0325
 PM0325.The horizontal coordinates were scaled from a topographic map and have
 PM0325.an estimated accuracy of +/- 6 seconds.
 PM0325
 PM0325.The orthometric height was determined by differential leveling
 PM0325.and adjusted by the National Geodetic Survey in June 1991..
 PM0325
 PM0325.The geoid height was determined by GEOID03.
 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     -    72,500.      798,400.      MT  (+/- 180 meters Scaled)
 PM0325
 PM0325                          SUPERSEDED SURVEY CONTROL
 PM0325
 PM0325.No superseded survey control is available for this station.
 PM0325
 PM0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ596229(NAD 83)
 PM0325_MARKER: Z = SEE DESCRIPTION
 PM0325_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PM0325_SP_SET: DOORSILL
 PM0325_MARK LOGO: NONE  
 PM0325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PM0325_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0325+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1245 ***********************************************************************
 OM1245  DESIGNATION -  CINDY
 OM1245  PID         -  OM1245
 OM1245  STATE/COUNTY-  WI/MARQUETTE
 OM1245  USGS QUAD   -  WESTFIELD WEST (1981)
 OM1245
 OM1245                         *CURRENT SURVEY CONTROL
 OM1245  ___________________________________________________________________
 OM1245* NAD 83(1991)-  43 58 27.99802(N)    089 30 00.82022(W)     ADJUSTED  
 OM1245* NAVD 88     -       317.9    (meters)    1043.     (feet)  VERTCON   
 OM1245  ___________________________________________________________________
 OM1245  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 OM1245  GEOID HEIGHT-         -35.89  (meters)                     GEOID03
 OM1245
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1245
 OM1245.The geoid height was determined by GEOID03.
 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     -   0.99995579  x   0.99998257  =   0.99993836
 OM1245!UTM  16      -   0.99995579  x   1.00009466  =   1.00005044
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1245.See file dsdata.txt to determine how the superseded data were derived.
 OM1245
 OM1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP9945872073(NAD 83)
 OM1245_MARKER: DE = TRAVERSE STATION DISK
 OM1245_SETTING: 66 = SET IN ROCK OUTCROP
 OM1245_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 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 = OCTOBER  7, 2006
 OL0262 ***********************************************************************
 OL0262  DESIGNATION -  CITY DATUM
 OL0262  PID         -  OL0262
 OL0262  STATE/COUNTY-  WI/SHEBOYGAN
 OL0262  USGS QUAD   -  PLYMOUTH SOUTH (1974)
 OL0262
 OL0262                         *CURRENT SURVEY CONTROL
 OL0262  ___________________________________________________________________
 OL0262* NAD 83(1986)-  43 44 48.     (N)    087 58 52.     (W)     SCALED    
 OL0262* NAVD 88     -       251.290  (meters)     824.44   (feet)  ADJUSTED  
 OL0262  ___________________________________________________________________
 OL0262  GEOID HEIGHT-         -35.55  (meters)                     GEOID03
 OL0262  DYNAMIC HT  -         251.238 (meters)     824.27  (feet)  COMP
 OL0262  MODELED GRAV-     980,404.9   (mgal)                       NAVD 88
 OL0262
 OL0262  VERT ORDER  -  SECOND    CLASS 0
 OL0262
 OL0262.The horizontal coordinates were scaled from a topographic map and have
 OL0262.an estimated accuracy of +/- 6 seconds.
 OL0262
 OL0262.The orthometric height was determined by differential leveling
 OL0262.and adjusted by the National Geodetic Survey in June 1991..
 OL0262
 OL0262.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0262.See file dsdata.txt to determine how the superseded data were derived.
 OL0262
 OL0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP210442(NAD 83)
 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             NGS
 OL0262  HISTORY     - 19961013 GOOD             USPSQD
 OL0262  HISTORY     - 20031204 MARK NOT FOUND   USPSQD
 OL0262
 OL0262                          STATION DESCRIPTION
 OL0262
 OL0262'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 NH0401 ***********************************************************************
 NH0401  DESIGNATION -  CITY DATUM
 NH0401  PID         -  NH0401
 NH0401  STATE/COUNTY-  WI/ROCK
 NH0401  USGS QUAD   -  JANESVILLE WEST (1976)
 NH0401
 NH0401                         *CURRENT SURVEY CONTROL
 NH0401  ___________________________________________________________________
 NH0401* NAD 83(1986)-  42 40 06.     (N)    089 02 35.     (W)     SCALED    
 NH0401* NAVD 88     -       231.812  (meters)     760.54   (feet)  ADJUSTED  
 NH0401  ___________________________________________________________________
 NH0401  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 NH0401  DYNAMIC HT  -         231.745 (meters)     760.32  (feet)  COMP
 NH0401  MODELED GRAV-     980,325.8   (mgal)                       NAVD 88
 NH0401
 NH0401  VERT ORDER  -  SECOND    CLASS 0
 NH0401
 NH0401.The horizontal coordinates were scaled from a topographic map and have
 NH0401.an estimated accuracy of +/- 6 seconds.
 NH0401
 NH0401.The orthometric height was determined by differential leveling
 NH0401.and adjusted by the National Geodetic Survey in June 1991..
 NH0401
 NH0401.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0401.See file dsdata.txt to determine how the superseded data were derived.
 NH0401
 NH0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN325260(NAD 83)
 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             NGS
 NH0401  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH0401
 NH0401                          STATION DESCRIPTION
 NH0401
 NH0401'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 OL0131 ***********************************************************************
 OL0131  DESIGNATION -  CITY HALL
 OL0131  PID         -  OL0131
 OL0131  STATE/COUNTY-  WI/MILWAUKEE
 OL0131  USGS QUAD   -  MILWAUKEE (1971)
 OL0131
 OL0131                         *CURRENT SURVEY CONTROL
 OL0131  ___________________________________________________________________
 OL0131* NAD 83(1986)-  43 02 29.     (N)    087 54 31.     (W)     SCALED    
 OL0131* NAVD 88     -       181.098  (meters)     594.15   (feet)  ADJUSTED  
 OL0131  ___________________________________________________________________
 OL0131  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 OL0131  DYNAMIC HT  -         181.050 (meters)     593.99  (feet)  COMP
 OL0131  MODELED GRAV-     980,351.8   (mgal)                       NAVD 88
 OL0131
 OL0131  VERT ORDER  -  FIRST     CLASS 0
 OL0131
 OL0131.The horizontal coordinates were scaled from a topographic map and have
 OL0131.an estimated accuracy of +/- 6 seconds.
 OL0131
 OL0131.The orthometric height was determined by differential leveling
 OL0131.and adjusted by the National Geodetic Survey in June 1991..
 OL0131.WARNING-Repeat measurements at this control monument indicate possible
 OL0131.vertical movement.
 OL0131
 OL0131.The geoid height was determined by GEOID03.
 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     -   117,830.      770,390.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0131.See file dsdata.txt to determine how the superseded data were derived.
 OL0131
 OL0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN259658(NAD 83)
 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 = OCTOBER  7, 2006
 QM0189 ***********************************************************************
 QM0189  DESIGNATION -  CITY OF RHINELANDER
 QM0189  PID         -  QM0189
 QM0189  STATE/COUNTY-  WI/ONEIDA
 QM0189  USGS QUAD   -  RHINELANDER (1982)
 QM0189
 QM0189                         *CURRENT SURVEY CONTROL
 QM0189  ___________________________________________________________________
 QM0189* NAD 83(1986)-  45 38 16.     (N)    089 24 49.     (W)     SCALED    
 QM0189* NAVD 88     -       472.451  (meters)    1550.03   (feet)  ADJUSTED  
 QM0189  ___________________________________________________________________
 QM0189  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 QM0189  DYNAMIC HT  -         472.428 (meters)    1549.96  (feet)  COMP
 QM0189  MODELED GRAV-     980,551.9   (mgal)                       NAVD 88
 QM0189
 QM0189  VERT ORDER  -  FIRST     CLASS II
 QM0189
 QM0189.The horizontal coordinates were scaled from a topographic map and have
 QM0189.an estimated accuracy of +/- 6 seconds.
 QM0189
 QM0189.The orthometric height was determined by differential leveling
 QM0189.and adjusted by the National Geodetic Survey in June 1991..
 QM0189
 QM0189.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0189.See file dsdata.txt to determine how the superseded data were derived.
 QM0189
 QM0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR118566(NAD 83)
 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             NGS
 QM0189  HISTORY     - 1934     GOOD             NGS
 QM0189  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0189
 QM0189                          STATION DESCRIPTION
 QM0189
 QM0189'DESCRIBED BY NATIONAL 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 NATIONAL 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 = OCTOBER  7, 2006
 OL0208 ***********************************************************************
 OL0208  DESIGNATION -  CITY OF SHEBOYGAN C OF S
 OL0208  PID         -  OL0208
 OL0208  STATE/COUNTY-  WI/SHEBOYGAN
 OL0208  USGS QUAD   -  SHEBOYGAN NORTH (1994)
 OL0208
 OL0208                         *CURRENT SURVEY CONTROL
 OL0208  ___________________________________________________________________
 OL0208* NAD 83(1986)-  43 45 06.     (N)    087 42 54.     (W)     SCALED    
 OL0208* NAVD 88     -       193.076  (meters)     633.45   (feet)  ADJUSTED  
 OL0208  ___________________________________________________________________
 OL0208  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 OL0208  DYNAMIC HT  -         193.041 (meters)     633.34  (feet)  COMP
 OL0208  MODELED GRAV-     980,432.3   (mgal)                       NAVD 88
 OL0208
 OL0208  VERT ORDER  -  FIRST     CLASS 0
 OL0208
 OL0208.The horizontal coordinates were scaled from a topographic map and have
 OL0208.an estimated accuracy of +/- 6 seconds.
 OL0208
 OL0208.The orthometric height was determined by differential leveling
 OL0208.and adjusted by the National Geodetic Survey in June 1991..
 OL0208
 OL0208.The geoid height was determined by GEOID03.
 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     -   197,120.      784,000.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0208.See file dsdata.txt to determine how the superseded data were derived.
 OL0208
 OL0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP424445(NAD 83)
 OL0208_MARKER: DD = SURVEY DISK
 OL0208_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OL0208_SP_SET: BALUSTRADE
 OL0208_STAMPING: 52.558
 OL0208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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.  NOTE-- THE STATION IS SOUTHWEST OF THE
 OL0208'GIVEN LATITUDE AND LONGITUDE.  THE LAT/LON MEASURED BY HANDHELD GPS IS
 OL0208'43 45 03.4 (N), 087 42 51.1 (W).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1216 ***********************************************************************
 PN1216  DESIGNATION -  CITY OF WAUSAU MUN WATER TANK
 PN1216  PID         -  PN1216
 PN1216  STATE/COUNTY-  WI/MARATHON
 PN1216  USGS QUAD   -  WAUSAU EAST (1993)
 PN1216
 PN1216                         *CURRENT SURVEY CONTROL
 PN1216  ___________________________________________________________________
 PN1216* NAD 83(1991)-  44 57 40.41864(N)    089 36 41.74850(W)     ADJUSTED  
 PN1216* NAVD 88     -                                                        
 PN1216  ___________________________________________________________________
 PN1216  LAPLACE CORR-          -5.31  (seconds)                    DEFLEC99
 PN1216  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 PN1216
 PN1216  HORZ ORDER  -  THIRD
 PN1216
 PN1216.The horizontal coordinates were established by classical geodetic methods
 PN1216.and adjusted by the National Geodetic Survey in November 1991..
 PN1216
 PN1216
 PN1216.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1216
 PN1216.The geoid height was determined by GEOID03.
 PN1216
 PN1216;                    North         East     Units Scale Factor Converg.
 PN1216;SPC WI C     -   125,403.793   630,643.110   MT  0.99994180   +0 16 26.6
 PN1216;SPC WI C     -   411,428.94  2,069,034.94   sFT  0.99994180   +0 16 26.6
 PN1216;UTM  16      - 4,981,961.493   294,027.255   MT  1.00012170   -1 50 45.9
 PN1216
 PN1216                          SUPERSEDED SURVEY CONTROL
 PN1216
 PN1216  NAD 83(1986)-  44 57 40.41783(N)    089 36 41.75486(W) AD(       ) 4
 PN1216
 PN1216.Superseded values are not recommended for survey control.
 PN1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1216.See file dsdata.txt to determine how the superseded data were derived.
 PN1216
 PN1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ9402781961(NAD 83)
 PN1216_MARKER: 51 = TANK
 PN1216
 PN1216  HISTORY     - Date     Condition        Report By
 PN1216  HISTORY     - 1980     FIRST OBSERVED   WIDT
 PN1216  HISTORY     - 20010331 MARK NOT FOUND   NGS
 PN1216  HISTORY     - 20020123 MARK NOT FOUND   USPSQD
 PN1216
 PN1216                          STATION DESCRIPTION
 PN1216
 PN1216'DESCRIBED BY WI DEPT OF TRANSP 1980 (LTK)
 PN1216'THE STATION, CITY OF WAUSAU MUNICIPAL WATER TANK, IS THE VENT PIPE AT
 PN1216'THE TOP CENTER OF A 4-LEGGED SELF-SUPPORTED SILVER WATER TANK THAT IS
 PN1216'OWNED BY THE CITY OF WAUSAU.  THE STRUCTURE IS 100 FEET HIGH AND IS
 PN1216'LOCATED AT THE EAST EDGE OF WAUSAU 46 FEET SOUTH OF EAST MC CLELLAN
 PN1216'STREET.
 PN1216
 PN1216                          STATION RECOVERY (2001)
 PN1216
 PN1216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PN1216'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PN1216
 PN1216                          STATION RECOVERY (2002)
 PN1216
 PN1216'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN1216'NOT FOUND.  THE POSITION IS NOW AN EMPTY LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 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  USGS QUAD   -  CITY POINT (1985)
 PO0772
 PO0772                         *CURRENT SURVEY CONTROL
 PO0772  ___________________________________________________________________
 PO0772* NAD 83(1997)-  44 20 58.73311(N)    090 20 08.17654(W)     ADJUSTED  
 PO0772* NAVD 88     -       296.5    (meters)     973.     (feet)  GPS OBS   
 PO0772  ___________________________________________________________________
 PO0772  X           -     -26,759.932 (meters)                     COMP
 PO0772  Y           -  -4,568,512.017 (meters)                     COMP
 PO0772  Z           -   4,436,139.795 (meters)                     COMP
 PO0772  LAPLACE CORR-          -6.29  (seconds)                    DEFLEC99
 PO0772  ELLIP HEIGHT-         262.31  (meters)          (04/28/99) GPS OBS
 PO0772  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 PO0772
 PO0772  HORZ ORDER  -  A
 PO0772  ELLP ORDER  -  THIRD     CLASS I
 PO0772
 PO0772.The horizontal coordinates were established by GPS observations
 PO0772.and adjusted by the National Geodetic Survey in April 1999..
 PO0772
 PO0772.The orthometric height was determined by GPS observations and a
 PO0772.high-resolution geoid model.
 PO0772
 PO0772.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PO0772
 PO0772.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0772
 PO0772.The ellipsoidal height was determined by GPS observations
 PO0772.and is referenced to NAD 83.
 PO0772
 PO0772.The geoid height was determined by GEOID03.
 PO0772
 PO0772;                    North         East     Units Scale Factor Converg.
 PO0772;SPC WI C     -    57,427.233   573,241.554   MT  0.99998265   -0 14 12.5
 PO0772;SPC WI C     -   188,409.18  1,880,710.00   sFT  0.99998265   -0 14 12.5
 PO0772;UTM  15      - 4,914,161.504   712,358.896   MT  1.00015463   +1 51 47.5
 PO0772
 PO0772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0772!SPC WI C     -   0.99995887  x   0.99998265  =   0.99994152
 PO0772!UTM  15      -   0.99995887  x   1.00015463  =   1.00011350
 PO0772
 PO0772                          SUPERSEDED SURVEY CONTROL
 PO0772
 PO0772  NAD 83(1991)-  44 20 58.73214(N)    090 20 08.17578(W) AD(       ) B
 PO0772  ELLIP H (06/11/91)  262.36   (m)                       GP(       ) 4 1
 PO0772  NGVD 29 (06/11/91)  296.4    (m)          972.     (f) GPS OBS        
 PO0772
 PO0772.Superseded values are not recommended for survey control.
 PO0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0772.See file dsdata.txt to determine how the superseded data were derived.
 PO0772
 PO0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK1235914162(NAD 83)
 PO0772_MARKER: DH = HORIZONTAL CONTROL DISK
 PO0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0772_SP_SET: CONCRETE POST
 PO0772_STAMPING: CITY POINT GPS 1989
 PO0772_MARK LOGO: NGS   
 PO0772_PROJECTION: FLUSH
 PO0772_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PO0772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PO0772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PO0772+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0701 ***********************************************************************
 RM0701  DESIGNATION -  CLAM
 RM0701  PID         -  RM0701
 RM0701  STATE/COUNTY-  WI/SAWYER
 RM0701  USGS QUAD   -  CLAM LAKE (1981)
 RM0701
 RM0701                         *CURRENT SURVEY CONTROL
 RM0701  ___________________________________________________________________
 RM0701* NAD 83(1991)-  46 08 00.00421(N)    090 57 29.63105(W)     ADJUSTED  
 RM0701* NAVD 88     -       471.0    (meters)    1545.     (feet)  VERTCON   
 RM0701  ___________________________________________________________________
 RM0701  LAPLACE CORR-          -6.17  (seconds)                    DEFLEC99
 RM0701  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 RM0701
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0701
 RM0701.The geoid height was determined by GEOID03.
 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     -   0.99993087  x   0.99994553  =   0.99987640
 RM0701!UTM  15      -   0.99993087  x   0.99990579  =   0.99983667
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0701.See file dsdata.txt to determine how the superseded data were derived.
 RM0701
 RM0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM5771710888(NAD 83)
 RM0701_MARKER: DS = TRIANGULATION STATION DISK
 RM0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 AC9079 ***********************************************************************
 AC9079  DESIGNATION -  CLAM FALLS C
 AC9079  PID         -  AC9079
 AC9079  STATE/COUNTY-  WI/POLK
 AC9079  USGS QUAD   -  CLAM FALLS (1983)
 AC9079
 AC9079                         *CURRENT SURVEY CONTROL
 AC9079  ___________________________________________________________________
 AC9079* NAD 83(1997)-  45 39 41.38699(N)    092 19 37.67489(W)     ADJUSTED  
 AC9079* NAVD 88     -       368.6    (meters)    1209.     (feet)  GPS OBS   
 AC9079  ___________________________________________________________________
 AC9079  X           -    -181,323.239 (meters)                     COMP
 AC9079  Y           -  -4,461,862.612 (meters)                     COMP
 AC9079  Z           -   4,539,275.736 (meters)                     COMP
 AC9079  LAPLACE CORR-         -10.86  (seconds)                    DEFLEC99
 AC9079  ELLIP HEIGHT-         340.90  (meters)          (09/30/02) GPS OBS
 AC9079  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 AC9079
 AC9079  HORZ ORDER  -  FIRST
 AC9079  ELLP ORDER  -  SECOND    CLASS I
 AC9079
 AC9079.The horizontal coordinates were established by GPS observations
 AC9079.and adjusted by the National Geodetic Survey in September 2002..
 AC9079
 AC9079.The orthometric height was determined by GPS observations and a
 AC9079.high-resolution geoid model.
 AC9079
 AC9079.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9079
 AC9079.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9079
 AC9079.The ellipsoidal height was determined by GPS observations
 AC9079.and is referenced to NAD 83.
 AC9079
 AC9079.The geoid height was determined by GEOID03.
 AC9079
 AC9079;                    North         East     Units Scale Factor Converg.
 AC9079;SPC WI C     -   205,753.672   418,655.093   MT  1.00003477   -1 38 31.1
 AC9079;SPC WI C     -   675,043.51  1,373,537.58   sFT  1.00003477   -1 38 31.1
 AC9079;UTM  15      - 5,056,658.685   552,418.510   MT  0.99963378   +0 28 52.5
 AC9079
 AC9079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9079!SPC WI C     -   0.99994656  x   1.00003477  =   0.99998133
 AC9079!UTM  15      -   0.99994656  x   0.99963378  =   0.99958036
 AC9079
 AC9079                          SUPERSEDED SURVEY CONTROL
 AC9079
 AC9079  NAD 83(1991)-  45 39 41.38652(N)    092 19 37.67319(W) AD(       ) 1
 AC9079  ELLIP H (06/10/97)  340.92   (m)                       GP(       ) 2 1
 AC9079
 AC9079.Superseded values are not recommended for survey control.
 AC9079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9079.See file dsdata.txt to determine how the superseded data were derived.
 AC9079
 AC9079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL5241956659(NAD 83)
 AC9079_MARKER: DD = SURVEY DISK
 AC9079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9079_STAMPING: CLAM FALLS C. 417
 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 - November 02, 2005
 AC9079
 AC9079  HISTORY     - Date     Condition        Report By
 AC9079  HISTORY     - 1995     MONUMENTED       WI-095
 AC9079  HISTORY     - 20051102 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC9080 ***********************************************************************
 AC9080  DESIGNATION -  CLAM FALLS S
 AC9080  PID         -  AC9080
 AC9080  STATE/COUNTY-  WI/POLK
 AC9080  USGS QUAD   -  CLAM FALLS (1983)
 AC9080
 AC9080                         *CURRENT SURVEY CONTROL
 AC9080  ___________________________________________________________________
 AC9080* NAD 83(1997)-  45 38 25.16894(N)    092 22 26.25061(W)     ADJUSTED  
 AC9080* NAVD 88     -       403.1    (meters)    1323.     (feet)  GPS OBS   
 AC9080  ___________________________________________________________________
 AC9080  X           -    -185,040.467 (meters)                     COMP
 AC9080  Y           -  -4,463,418.446 (meters)                     COMP
 AC9080  Z           -   4,537,655.491 (meters)                     COMP
 AC9080  LAPLACE CORR-         -10.55  (seconds)                    DEFLEC99
 AC9080  ELLIP HEIGHT-         375.50  (meters)          (09/30/02) GPS OBS
 AC9080  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 AC9080
 AC9080  HORZ ORDER  -  FIRST
 AC9080  ELLP ORDER  -  SECOND    CLASS I
 AC9080
 AC9080.The horizontal coordinates were established by GPS observations
 AC9080.and adjusted by the National Geodetic Survey in September 2002..
 AC9080
 AC9080.The orthometric height was determined by GPS observations and a
 AC9080.high-resolution geoid model.
 AC9080
 AC9080.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9080
 AC9080.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9080
 AC9080.The ellipsoidal height was determined by GPS observations
 AC9080.and is referenced to NAD 83.
 AC9080
 AC9080.The geoid height was determined by GEOID03.
 AC9080
 AC9080;                    North         East     Units Scale Factor Converg.
 AC9080;SPC WI C     -   203,507.111   414,938.313   MT  1.00002975   -1 40 30.0
 AC9080;SPC WI C     -   667,672.91  1,361,343.45   sFT  1.00002975   -1 40 30.0
 AC9080;UTM  15      - 5,054,276.938   548,788.956   MT  0.99962926   +0 26 51.4
 AC9080
 AC9080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9080!SPC WI C     -   0.99994113  x   1.00002975  =   0.99997088
 AC9080!UTM  15      -   0.99994113  x   0.99962926  =   0.99957042
 AC9080
 AC9080                          SUPERSEDED SURVEY CONTROL
 AC9080
 AC9080  NAD 83(1991)-  45 38 25.16849(N)    092 22 26.24887(W) AD(       ) 1
 AC9080  ELLIP H (06/10/97)  375.52   (m)                       GP(       ) 2 1
 AC9080
 AC9080.Superseded values are not recommended for survey control.
 AC9080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9080.See file dsdata.txt to determine how the superseded data were derived.
 AC9080
 AC9080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4878954277(NAD 83)
 AC9080_MARKER: DD = SURVEY DISK
 AC9080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9080_STAMPING: CLAM FALLS S. 418
 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 - November 02, 2005
 AC9080
 AC9080  HISTORY     - Date     Condition        Report By
 AC9080  HISTORY     - 1995     MONUMENTED       WI-095
 AC9080  HISTORY     - 20051102 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' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC9081 ***********************************************************************
 AC9081  DESIGNATION -  CLAM FALLS W
 AC9081  PID         -  AC9081
 AC9081  STATE/COUNTY-  WI/POLK
 AC9081  USGS QUAD   -  FREDERIC (1983)
 AC9081
 AC9081                         *CURRENT SURVEY CONTROL
 AC9081  ___________________________________________________________________
 AC9081* NAD 83(1997)-  45 41 53.13925(N)    092 23 37.17910(W)     ADJUSTED  
 AC9081* NAVD 88     -       339.4    (meters)    1114.     (feet)  GPS OBS   
 AC9081  ___________________________________________________________________
 AC9081  X           -    -186,381.613 (meters)                     COMP
 AC9081  Y           -  -4,458,721.168 (meters)                     COMP
 AC9081  Z           -   4,542,097.248 (meters)                     COMP
 AC9081  LAPLACE CORR-          -8.19  (seconds)                    DEFLEC99
 AC9081  ELLIP HEIGHT-         312.13  (meters)          (09/30/02) GPS OBS
 AC9081  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AC9081
 AC9081  HORZ ORDER  -  FIRST
 AC9081  ELLP ORDER  -  SECOND    CLASS I
 AC9081
 AC9081.The horizontal coordinates were established by GPS observations
 AC9081.and adjusted by the National Geodetic Survey in September 2002..
 AC9081
 AC9081.The orthometric height was determined by GPS observations and a
 AC9081.high-resolution geoid model.
 AC9081
 AC9081.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9081
 AC9081.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9081
 AC9081.The ellipsoidal height was determined by GPS observations
 AC9081.and is referenced to NAD 83.
 AC9081
 AC9081.The geoid height was determined by GEOID03.
 AC9081
 AC9081;                    North         East     Units Scale Factor Converg.
 AC9081;SPC WI C     -   209,970.430   413,592.106   MT  1.00004376   -1 41 20.1
 AC9081;SPC WI C     -   688,877.99  1,356,926.77   sFT  1.00004376   -1 41 20.1
 AC9081;UTM  15      - 5,060,683.341   547,204.917   MT  0.99962739   +0 26 02.2
 AC9081
 AC9081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9081!SPC WI C     -   0.99995107  x   1.00004376  =   0.99999483
 AC9081!UTM  15      -   0.99995107  x   0.99962739  =   0.99957848
 AC9081
 AC9081                          SUPERSEDED SURVEY CONTROL
 AC9081
 AC9081  NAD 83(1991)-  45 41 53.13879(N)    092 23 37.17736(W) AD(       ) 1
 AC9081  ELLIP H (06/10/97)  312.15   (m)                       GP(       ) 2 1
 AC9081
 AC9081.Superseded values are not recommended for survey control.
 AC9081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9081.See file dsdata.txt to determine how the superseded data were derived.
 AC9081
 AC9081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4720560683(NAD 83)
 AC9081_MARKER: DD = SURVEY DISK
 AC9081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9081_STAMPING: CLAM FALLS W. 419
 AC9081_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC9081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9081+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2005
 AC9081
 AC9081  HISTORY     - Date     Condition        Report By
 AC9081  HISTORY     - 1995     MONUMENTED       WI-095
 AC9081  HISTORY     - 20051102 GOOD             WIDT
 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' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1091 ***********************************************************************
 PN1091  DESIGNATION -  CLAR
 PN1091  PID         -  PN1091
 PN1091  STATE/COUNTY-  WI/PORTAGE
 PN1091  USGS QUAD   -  ARNOTT (1969)
 PN1091
 PN1091                         *CURRENT SURVEY CONTROL
 PN1091  ___________________________________________________________________
 PN1091* NAD 83(1991)-  44 24 22.31848(N)    089 28 09.46498(W)     ADJUSTED  
 PN1091* NAVD 88     -       359.4    (meters)    1179.     (feet)  VERTCON   
 PN1091  ___________________________________________________________________
 PN1091  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 PN1091  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 PN1091
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1091
 PN1091.The geoid height was determined by GEOID03.
 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     -   0.99994927  x   0.99997414  =   0.99992342
 PN1091!UTM  16      -   0.99994927  x   1.00007545  =   1.00002472
 PN1091
 PN1091:                Primary Azimuth Mark                     Grid Az
 PN1091:SPC WI C     -  ARNOTT MAST                              047 01 42.0
 PN1091:UTM  16      -  ARNOTT MAST                              049 07 52.3
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1091.See file dsdata.txt to determine how the superseded data were derived.
 PN1091
 PN1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ0338119956(NAD 83)
 PN1091_MARKER: DH = HORIZONTAL CONTROL DISK
 PN1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1091_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PN1091_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 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
 PN1091'ALMOND, 9-1/2 MILES WEST-SOUTHWEST OF AMHERST, 5-1/2 MILES
 PN1091'SOUTHEAST OF PLOVER.
 PN1091'OWNERSHIP--MR. CLARENCE KENOWSKI, ROUTE NUMBER 1,
 PN1091'BOX 246, PLOVER, WISCONSIN, 54467 (PHONE NUMBER
 PN1091'344-2703).
 PN1091'
 PN1091'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND
 PN1091'STATE HIGHWAY 54 ABOUT 1.5 MILES SOUTHEAST OF PLOVER, GO SOUTHEAST
 PN1091'ON HIGHWAY 54 FOR 2.55 MILES TO A FORK AT THE JUNCTION OF COUNTY
 PN1091'ROUTES JJ AND BB.  TAKE THE LEFT FORK AND GO SOUTHEAST ON STATE
 PN1091'HIGHWAY 54 AND COUNTY ROUTE JJ FOR 0.2 MILE TO A FORK AT THE
 PN1091'JUNCTION OF COUNTY ROUTE JJ.  TAKE THE LEFT FORK AND GO 0.1 MILE
 PN1091'TO A DIRT ROAD ON THE LEFT AT FIRE NO. F-138.  TURN LEFT AND GO
 PN1091'NORTHERLY ON THE DIRT ROAD FOR 0.15 MILE TO A HOUSE.  FROM HOUSE
 PN1091'GO NORTH ALONG WEST SIDE OF BARN FOR 0.05 MILE TO A WIRE GATE AT
 PN1091'AT THE NORTHWEST CORNER OF A SHED JUST NORTH OF THE BARN.  PASS
 PN1091'THROUGH THE GATE, TURN RIGHT INTO BARN LOT AND GO ABOUT 100 FEET
 PN1091'TO A GATE IN THE NORTHEAST CORNER OF THE LOT.  PAST THROUGH GATE
 PN1091'AND GO EAST-NORTHEAST IN A LANE FOR 0.05 MILE TO THE END OF LANE.
 PN1091'TURN LEFT THROUGH FENCE AND GO NORTH ALONG A FENCE LINE FOR 0.05
 PN1091'MILE TO THE STATION SITE AS DESCRIBED.
 PN1091'
 PN1091'THE STATION IS A STANDARD NGS DISK
 PN1091'STAMPED---CLAR 1980---,
 PN1091'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN1091'PROJECTING 6 CM ABOVE THE GROUND.  IT IS LOCATED
 PN1091'13.4 METERS (44 FT) EAST-SOUTHEAST FROM A NORTH-SOUTH FENCELINE,
 PN1091'9.4 METERS (31 FT) WEST-NORTHWEST FROM A NORTH-SOUTH FENCELINE, AND
 PN1091'3.0 METERS (10 FT) SOUTHEAST FROM A 3 FEET BY 4 FEET BOULDER
 PN1091'PROJECTING 1 FOOT.
 PN1091'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 PN1091'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
 PN1091'STAMPED---CLAR NO 1 1980---,
 PN1091'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 0.6 METERS
 PN1091'LARGEST DIMENSION.  IT IS LOCATED
 PN1091'15.8 METERS (52 FT) WEST FROM A 5 FEET BY 5 FEET BOULDER
 PN1091'PROJECTING 1.5 FEET,
 PN1091'13.4 METERS (43.8 FT) EAST-NORTHEAST FROM A METAL WITNESS POST,
 PN1091'11.0 METERS (36 FT) SOUTH-SOUTHEAST FROM A 18 INCH OAK TREE, AND
 PN1091'5.8 METERS (19 FT) EAST FROM A NORTH-SOUTH FENCELINE.
 PN1091'MARK IS ABOVE STATION 0.3 METERS.
 PN1091'
 PN1091'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 PN1091'STAMPED---CLAR NO 2 1980---,
 PN1091'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 0.9 METERS
 PN1091'LARGEST DIMENSION.  IT IS LOCATED
 PN1091'6.7 METERS (22 FT) SOUTHWEST FROM A 24 INCH OAK TREE,
 PN1091'2.1 METERS (7 FT) EAST FROM A NORTH-SOUTH FENCELINE, AND
 PN1091'2.1 METERS (6.9 FT) EAST FROM A METAL WITNESS POST.
 PN1091'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 = OCTOBER  7, 2006
 PO0604 ***********************************************************************
 PO0604  DESIGNATION -  CLARK CO INSANE ASYLUM TK
 PO0604  PID         -  PO0604
 PO0604  STATE/COUNTY-  WI/CLARK
 PO0604  USGS QUAD   -  OWEN (1982)
 PO0604
 PO0604                         *CURRENT SURVEY CONTROL
 PO0604  ___________________________________________________________________
 PO0604* NAD 83(1991)-  44 56 47.28490(N)    090 31 26.28462(W)     ADJUSTED  
 PO0604* NAVD 88     -                                                        
 PO0604  ___________________________________________________________________
 PO0604  LAPLACE CORR-          -5.66  (seconds)                    DEFLEC99
 PO0604  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 PO0604
 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
 PO0604.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0604
 PO0604.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 PO0604
 PO0604  NAD 83(1986)-  44 56 47.28252(N)    090 31 26.29158(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0604.See file dsdata.txt to determine how the superseded data were derived.
 PO0604
 PO0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK9533179986(NAD 83)
 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' 
 PO0604' 
 PO0604' 
 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 = OCTOBER  7, 2006
 PO0605 ***********************************************************************
 PO0605  DESIGNATION -  CLARK CO INSANE ASYLUM STK
 PO0605  PID         -  PO0605
 PO0605  STATE/COUNTY-  WI/CLARK
 PO0605  USGS QUAD   -  OWEN (1982)
 PO0605
 PO0605                         *CURRENT SURVEY CONTROL
 PO0605  ___________________________________________________________________
 PO0605* NAD 83(1991)-  44 56 45.68734(N)    090 31 27.62930(W)     ADJUSTED  
 PO0605* NAVD 88     -                                                        
 PO0605  ___________________________________________________________________
 PO0605  LAPLACE CORR-          -5.66  (seconds)                    DEFLEC99
 PO0605  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 PO0605
 PO0605  HORZ ORDER  -  THIRD
 PO0605
 PO0605.The horizontal coordinates were established by classical geodetic methods
 PO0605.and adjusted by the National Geodetic Survey in November 1991..
 PO0605
 PO0605
 PO0605.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0605
 PO0605.The geoid height was determined by GEOID03.
 PO0605
 PO0605;                    North         East     Units Scale Factor Converg.
 PO0605;SPC WI C     -   123,774.663   558,621.247   MT  0.99994145   -0 22 11.9
 PO0605;SPC WI C     -   406,084.04  1,832,743.21   sFT  0.99994145   -0 22 11.9
 PO0605;UTM  15      - 4,979,936.072   695,303.070   MT  1.00006905   +1 44 58.0
 PO0605
 PO0605                          SUPERSEDED SURVEY CONTROL
 PO0605
 PO0605  NAD 83(1986)-  44 56 45.68496(N)    090 31 27.63627(W) AD(       ) 4
 PO0605  NAD 27      -  44 56 45.83000(N)    090 31 27.12000(W) AD(       ) 3
 PO0605
 PO0605.Superseded values are not recommended for survey control.
 PO0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0605.See file dsdata.txt to determine how the superseded data were derived.
 PO0605
 PO0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK9530379936(NAD 83)
 PO0605_MARKER: 63 = STACK
 PO0605
 PO0605  HISTORY     - Date     Condition        Report By
 PO0605  HISTORY     - 1934     FIRST OBSERVED   CGS
 PO0605  HISTORY     - 19941023 GOOD             USPSQD
 PO0605  HISTORY     - 20020921 MARK NOT FOUND   USPSQD
 PO0605  HISTORY     - 20021020 MARK NOT FOUND   USPSQD
 PO0605  HISTORY     - 20050225 MARK NOT FOUND   USPSQD
 PO0605
 PO0605                          STATION DESCRIPTION
 PO0605
 PO0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 PO0605'THE STATION IS THE CENTER OF THE STACK AT THE HEATING PLANT
 PO0605'ON THE GROUND OF THE CLARK COUNTY INSANE HOSPITAL, 1.9 MILES
 PO0605'EAST OF OWEN, ON THE NORTH SIDE OF STATE HIGHWAY 29.  IT IS
 PO0605'ABOUT 75 FEET NORTH OF THE MAIN BUILDING OF THE HOSPITAL.
 PO0605'IT IS BUILT OF RED BRICK, IS ABOUT 12 FEET IN DIAMETER AT
 PO0605'THE BOTTOM, AND HAS A SLIGHT CORBEL ABOUT 2 FEET BELOW THE
 PO0605'TOP.  IT IS ABOUT 100 FEET HIGH, AND IS QUITE PROMINENT.
 PO0605'ERECTED IN 1920.
 PO0605
 PO0605                          STATION RECOVERY (1994)
 PO0605
 PO0605'RECOVERY NOTE BY US POWER SQUADRON 1994
 PO0605'RECOVERED IN GOOD CONDITION.
 PO0605
 PO0605                          STATION RECOVERY (2002)
 PO0605
 PO0605'RECOVERY NOTE BY US POWER SQUADRON 2002 (DS)
 PO0605'COMPLEX NOW CALLED CLARK COUNTY HEALTH CARE CENTER. STACK HAS BEEN
 PO0605'REMOVED.
 PO0605' 
 PO0605' 
 PO0605' 
 PO0605' 
 PO0605
 PO0605                          STATION RECOVERY (2002)
 PO0605
 PO0605'RECOVERY NOTE BY US POWER SQUADRON 2002 (BC)
 PO0605'STACK DOES NOT EXIST
 PO0605
 PO0605                          STATION RECOVERY (2005)
 PO0605
 PO0605'RECOVERY NOTE BY US POWER SQUADRON 2005 (JCH)
 PO0605'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0479 ***********************************************************************
 PM0479  DESIGNATION -  CLARK MILLS
 PM0479  PID         -  PM0479
 PM0479  STATE/COUNTY-  WI/MANITOWOC
 PM0479  USGS QUAD   -  CLARKS MILLS (1978)
 PM0479
 PM0479                         *CURRENT SURVEY CONTROL
 PM0479  ___________________________________________________________________
 PM0479* NAD 83(1991)-  44 07 07.84142(N)    087 51 43.80412(W)     ADJUSTED  
 PM0479* NAVD 88     -       285.     (meters)     935.     (feet)  SCALED    
 PM0479  ___________________________________________________________________
 PM0479  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 PM0479  GEOID HEIGHT-         -36.01  (meters)                     GEOID03
 PM0479
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0479
 PM0479.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0479.See file dsdata.txt to determine how the superseded data were derived.
 PM0479
 PM0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3101585434(NAD 83)
 PM0479_MARKER: DS = TRIANGULATION STATION DISK
 PM0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 DF9744 ***********************************************************************
 DF9744  DESIGNATION -  CLARNO E GPS
 DF9744  PID         -  DF9744
 DF9744  STATE/COUNTY-  WI/GREEN
 DF9744  USGS QUAD   -  MONROE (1982)
 DF9744
 DF9744                         *CURRENT SURVEY CONTROL
 DF9744  ___________________________________________________________________
 DF9744* NAD 83(1997)-  42 32 59.38140(N)    089 37 53.87007(W)     ADJUSTED  
 DF9744* NAVD 88     -       296.202  (meters)     971.79   (feet)  ADJUSTED  
 DF9744  ___________________________________________________________________
 DF9744  X           -      30,256.585 (meters)                     COMP
 DF9744  Y           -  -4,706,011.497 (meters)                     COMP
 DF9744  Z           -   4,290,971.643 (meters)                     COMP
 DF9744  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 DF9744  ELLIP HEIGHT-         262.70  (meters)          (04/02/04) GPS OBS
 DF9744  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 DF9744  DYNAMIC HT  -         296.108 (meters)     971.48  (feet)  COMP
 DF9744  MODELED GRAV-     980,297.0   (mgal)                       NAVD 88
 DF9744
 DF9744  HORZ ORDER  -  FIRST
 DF9744  VERT ORDER  -  SECOND    CLASS I
 DF9744  ELLP ORDER  -  FOURTH    CLASS I
 DF9744
 DF9744.The horizontal coordinates were established by GPS observations
 DF9744.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DF9744
 DF9744.The orthometric height was determined by differential leveling
 DF9744.and adjusted by the National Geodetic Survey in February 2004..
 DF9744
 DF9744.Photographs are available 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 DEFLEC99 derived deflections.
 DF9744
 DF9744.The ellipsoidal height was determined by GPS observations
 DF9744.and is referenced to NAD 83.
 DF9744
 DF9744.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF9744;SPC WI S     -    61,148.785   630,256.723   MT  1.00004205   +0 15 11.2
 DF9744;SPC WI S     -   200,618.97  2,067,767.27   sFT  1.00004205   +0 15 11.2
 DF9744;UTM  16      - 4,714,182.661   283,934.245   MT  1.00017441   -1 46 49.0
 DF9744
 DF9744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9744!SPC WI S     -   0.99995880  x   1.00004205  =   1.00000085
 DF9744!UTM  16      -   0.99995880  x   1.00017441  =   1.00013320
 DF9744
 DF9744                          SUPERSEDED SURVEY CONTROL
 DF9744
 DF9744  NAVD 88 (04/02/04)  296.20   (m)          971.8    (f) LEVELING    3  
 DF9744
 DF9744.Superseded values are not recommended for survey control.
 DF9744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9744.See file dsdata.txt to determine how the superseded data were derived.
 DF9744
 DF9744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8393414183(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9744+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0753 ***********************************************************************
 PO0753  DESIGNATION -  CLAUDE
 PO0753  PID         -  PO0753
 PO0753  STATE/COUNTY-  WI/DUNN
 PO0753  USGS QUAD   -  ROCK FALLS (1973)
 PO0753
 PO0753                         *CURRENT SURVEY CONTROL
 PO0753  ___________________________________________________________________
 PO0753* NAD 83(1991)-  44 43 31.81368(N)    091 42 45.45850(W)     ADJUSTED  
 PO0753* NAVD 88     -       292.8    (meters)     961.     (feet)  VERTCON   
 PO0753  ___________________________________________________________________
 PO0753  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 PO0753  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 PO0753
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0753
 PO0753.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0753.See file dsdata.txt to determine how the superseded data were derived.
 PO0753
 PO0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK0194853264(NAD 83)
 PO0753_MARKER: DD = SURVEY DISK
 PO0753_SETTING: 66 = SET IN ROCK OUTCROP
 PO0753_SP_SET: PARTIALLY EXPOSED BEDROCK
 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 = OCTOBER  7, 2006
 PN0003 ***********************************************************************
 PN0003  DESIGNATION -  CLAY
 PN0003  PID         -  PN0003
 PN0003  STATE/COUNTY-  WI/OCONTO
 PN0003  USGS QUAD   -  GILLETT (1974)
 PN0003
 PN0003                         *CURRENT SURVEY CONTROL
 PN0003  ___________________________________________________________________
 PN0003* NAD 83(1991)-  44 58 58.36020(N)    088 21 49.75308(W)     ADJUSTED  
 PN0003* NAVD 88     -       256.808  (meters)     842.54   (feet)  ADJUSTED  
 PN0003  ___________________________________________________________________
 PN0003  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 PN0003  GEOID HEIGHT-         -36.02  (meters)                     GEOID03
 PN0003  DYNAMIC HT  -         256.782 (meters)     842.46  (feet)  COMP
 PN0003  MODELED GRAV-     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
 PN0003.and adjusted by the National Geodetic Survey in June 1991..
 PN0003
 PN0003.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0003
 PN0003.The geoid height was determined by GEOID03.
 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;                    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     -   0.99996538  x   0.99994244  =   0.99990783
 PN0003!UTM  16      -   0.99996538  x   0.99974216  =   0.99970755
 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|---------------------------------------------------------------------|
 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  NGVD 29 (??/??/92)  256.817  (m)          842.57   (f) ADJ UNCH    1 2
 PN0003
 PN0003.Superseded values are not recommended for survey control.
 PN0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0003.See file dsdata.txt to determine how the superseded data were derived.
 PN0003
 PN0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9247881953(NAD 83)
 PN0003_MARKER: DS = TRIANGULATION STATION DISK
 PN0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0003_STAMPING: CLAY 1921
 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             NGS
 PN0003  HISTORY     - 1955     SEE DESCRIPTION  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 NATIONAL 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 = OCTOBER  7, 2006
 OM1023 ***********************************************************************
 OM1023  DESIGNATION -  CLAY
 OM1023  PID         -  OM1023
 OM1023  STATE/COUNTY-  WI/DANE
 OM1023  USGS QUAD   -  COLUMBUS (1980)
 OM1023
 OM1023                         *CURRENT SURVEY CONTROL
 OM1023  ___________________________________________________________________
 OM1023* NAD 83(1991)-  43 15 38.47149(N)    089 06 53.96797(W)     ADJUSTED  
 OM1023* NAVD 88     -       270.     (meters)     886.     (feet)  SCALED    
 OM1023  ___________________________________________________________________
 OM1023  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 OM1023  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 OM1023
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1023
 OM1023.The geoid height was determined by GEOID03.
 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     -   0.99996313  x   0.99993554  =   0.99989867
 OM1023!UTM  16      -   0.99996313  x   0.99996250  =   0.99992563
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1023.See file dsdata.txt to determine how the superseded data were derived.
 OM1023
 OM1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2833991936(NAD 83)
 OM1023_MARKER: DS = TRIANGULATION STATION DISK
 OM1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 PM0388 ***********************************************************************
 PM0388  DESIGNATION -  CLAY
 PM0388  PID         -  PM0388
 PM0388  STATE/COUNTY-  WI/DOOR
 PM0388  USGS QUAD   -  ALGOMA NE (1982)
 PM0388
 PM0388                         *CURRENT SURVEY CONTROL
 PM0388  ___________________________________________________________________
 PM0388* NAD 83(1991)-  44 43 53.37790(N)    087 20 46.17600(W)     ADJUSTED  
 PM0388* NAVD 88     -       205.52   (+/-2cm)     674.3    (feet)  VERTCON   
 PM0388  ___________________________________________________________________
 PM0388  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 PM0388  GEOID HEIGHT-         -36.59  (meters)                     GEOID03
 PM0388
 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.The vertical order pertains to the NGVD 29 superseded value.
 PM0388
 PM0388.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0388
 PM0388.The geoid height was determined by GEOID03.
 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     -   0.99997351  x   0.99994388  =   0.99991740
 PM0388!UTM  16      -   0.99997351  x   0.99960924  =   0.99958276
 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|---------------------------------------------------------------------|
 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 (07/19/86)  205.54   (m)          674.3    (f) LEVELING    3  
 PM0388
 PM0388.Superseded values are not recommended for survey control.
 PM0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0388.See file dsdata.txt to determine how the superseded data were derived.
 PM0388
 PM0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ7259053182(NAD 83)
 PM0388_MARKER: DS = TRIANGULATION STATION DISK
 PM0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 RM0810 ***********************************************************************
 RM0810  DESIGNATION -  CLAY BANKS
 RM0810  PID         -  RM0810
 RM0810  STATE/COUNTY-  WI/BAYFIELD
 RM0810  USGS QUAD   -  HERBSTER (1984)
 RM0810
 RM0810                         *CURRENT SURVEY CONTROL
 RM0810  ___________________________________________________________________
 RM0810* NAD 83(1991)-  46 49 05.44967(N)    091 18 40.64895(W)     ADJUSTED  
 RM0810* NAVD 88     -       276.     (meters)     906.     (feet)  SCALED    
 RM0810  ___________________________________________________________________
 RM0810  LAPLACE CORR-          -9.56  (seconds)                    DEFLEC99
 RM0810  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 RM0810
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0810
 RM0810.The geoid height was determined by GEOID03.
 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     -   0.99996154  x   1.00000983  =   0.99997137
 RM0810!UTM  15      -   0.99996154  x   0.99980396  =   0.99976551
 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
 RM0810.Superseded values are not recommended for survey control.
 RM0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0810.See file dsdata.txt to determine how the superseded data were derived.
 RM0810
 RM0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM2881986344(NAD 83)
 RM0810_MARKER: S = SPIKE
 RM0810_SETTING: 0 = UNSPECIFIED SETTING
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0389 ***********************************************************************
 PM0389  DESIGNATION -  CLAY BANKS
 PM0389  PID         -  PM0389
 PM0389  STATE/COUNTY-  WI/DOOR
 PM0389  USGS QUAD   -  ALGOMA NE (1982)
 PM0389
 PM0389                         *CURRENT SURVEY CONTROL
 PM0389  ___________________________________________________________________
 PM0389* NAD 83(1991)-  44 44 27.02539(N)    087 22 00.69223(W)     ADJUSTED  
 PM0389* NAVD 88     -       219.     (meters)     719.     (feet)  SCALED    
 PM0389  ___________________________________________________________________
 PM0389  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 PM0389  GEOID HEIGHT-         -36.59  (meters)                     GEOID03
 PM0389
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0389
 PM0389.The geoid height was determined by GEOID03.
 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     -   0.99997140  x   0.99994348  =   0.99991488
 PM0389!UTM  16      -   0.99997140  x   0.99961037  =   0.99958178
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0389.See file dsdata.txt to determine how the superseded data were derived.
 PM0389
 PM0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ7095654227(NAD 83)
 PM0389_MARKER: DS = TRIANGULATION STATION DISK
 PM0389_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 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 = OCTOBER  7, 2006
 PN0955 ***********************************************************************
 PN0955  DESIGNATION -  CLAYTON
 PN0955  PID         -  PN0955
 PN0955  STATE/COUNTY-  WI/WINNEBAGO
 PN0955  USGS QUAD   -  OSHKOSH NE (1992)
 PN0955
 PN0955                         *CURRENT SURVEY CONTROL
 PN0955  ___________________________________________________________________
 PN0955* NAD 83(1991)-  44 12 02.92224(N)    088 32 38.10656(W)     ADJUSTED  
 PN0955* NAVD 88     -       274.     (meters)     899.     (feet)  SCALED    
 PN0955  ___________________________________________________________________
 PN0955  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 PN0955  GEOID HEIGHT-         -36.34  (meters)                     GEOID03
 PN0955
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0955
 PN0955.The geoid height was determined by GEOID03.
 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;SPC WI C     -    41,877.173   716,387.022   MT  1.00000966   +1 01 38.6
 PN0955;SPC WI C     -   137,392.03  2,350,346.42   sFT  1.00000966   +1 01 38.6
 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     -   0.99996274  x   1.00003001  =   0.99999275
 PN0955!SPC WI C     -   0.99996274  x   1.00000966  =   0.99997240
 PN0955!UTM  16      -   0.99996274  x   0.99978717  =   0.99974992
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0955.See file dsdata.txt to determine how the superseded data were derived.
 PN0955
 PN0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7663695336(NAD 83)
 PN0955_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PN0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 AC9082 ***********************************************************************
 AC9082  DESIGNATION -  CLAYTON C
 AC9082  PID         -  AC9082
 AC9082  STATE/COUNTY-  WI/POLK
 AC9082  USGS QUAD   -  CLAYTON (1978)
 AC9082
 AC9082                         *CURRENT SURVEY CONTROL
 AC9082  ___________________________________________________________________
 AC9082* NAD 83(1997)-  45 21 08.22018(N)    092 13 08.00120(W)     ADJUSTED  
 AC9082* NAVD 88     -       373.6    (meters)    1226.     (feet)  GPS OBS   
 AC9082  ___________________________________________________________________
 AC9082  X           -    -173,842.882 (meters)                     COMP
 AC9082  Y           -  -4,486,696.919 (meters)                     COMP
 AC9082  Z           -   4,515,191.714 (meters)                     COMP
 AC9082  LAPLACE CORR-          -8.95  (seconds)                    DEFLEC99
 AC9082  ELLIP HEIGHT-         343.79  (meters)          (09/30/02) GPS OBS
 AC9082  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 AC9082
 AC9082  HORZ ORDER  -  FIRST
 AC9082  ELLP ORDER  -  SECOND    CLASS I
 AC9082
 AC9082.The horizontal coordinates were established by GPS observations
 AC9082.and adjusted by the National Geodetic Survey in September 2002..
 AC9082
 AC9082.The orthometric height was determined by GPS observations and a
 AC9082.high-resolution geoid model.
 AC9082
 AC9082.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9082
 AC9082.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9082
 AC9082.The ellipsoidal height was determined by GPS observations
 AC9082.and is referenced to NAD 83.
 AC9082
 AC9082.The geoid height was determined by GEOID03.
 AC9082
 AC9082;                    North         East     Units Scale Factor Converg.
 AC9082;SPC WI C     -   171,163.853   426,148.959   MT  0.99997521   -1 33 56.1
 AC9082;SPC WI C     -   561,560.07  1,398,123.71   sFT  0.99997521   -1 33 56.1
 AC9082;UTM  15      - 5,022,382.558   561,185.036   MT  0.99964603   +0 33 20.6
 AC9082
 AC9082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9082!SPC WI C     -   0.99994610  x   0.99997521  =   0.99992131
 AC9082!UTM  15      -   0.99994610  x   0.99964603  =   0.99959215
 AC9082
 AC9082                          SUPERSEDED SURVEY CONTROL
 AC9082
 AC9082  NAD 83(1991)-  45 21 08.21962(N)    092 13 07.99987(W) AD(       ) 1
 AC9082  ELLIP H (06/10/97)  343.80   (m)                       GP(       ) 2 1
 AC9082
 AC9082.Superseded values are not recommended for survey control.
 AC9082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9082.See file dsdata.txt to determine how the superseded data were derived.
 AC9082
 AC9082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6118522383(NAD 83)
 AC9082_MARKER: DD = SURVEY DISK
 AC9082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9082_STAMPING: CLAYTON C. 421
 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 - November 19, 2005
 AC9082
 AC9082  HISTORY     - Date     Condition        Report By
 AC9082  HISTORY     - 1995     MONUMENTED       WI-095
 AC9082  HISTORY     - 20051119 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5360 ***********************************************************************
 DH5360  DESIGNATION -  CLAYTON C GPS
 DH5360  PID         -  DH5360
 DH5360  STATE/COUNTY-  WI/CRAWFORD
 DH5360  USGS QUAD   -  MT ZION (1983)
 DH5360
 DH5360                         *CURRENT SURVEY CONTROL
 DH5360  ___________________________________________________________________
 DH5360* NAD 83(1997)-  43 19 38.77440(N)    090 43 33.01447(W)     ADJUSTED  
 DH5360* NAVD 88     -                                                        
 DH5360  ___________________________________________________________________
 DH5360  X           -     -58,871.543 (meters)                     COMP
 DH5360  Y           -  -4,646,923.325 (meters)                     COMP
 DH5360  Z           -   4,354,250.044 (meters)                     COMP
 DH5360  LAPLACE CORR-          -7.82  (seconds)                    DEFLEC99
 DH5360  ELLIP HEIGHT-         313.19  (meters)          (08/01/05) GPS OBS
 DH5360  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 DH5360
 DH5360  HORZ ORDER  -  FIRST
 DH5360  ELLP ORDER  -  SECOND    CLASS I
 DH5360
 DH5360.The horizontal coordinates were established by GPS observations
 DH5360.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5360
 DH5360
 DH5360.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5360
 DH5360.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5360
 DH5360.The ellipsoidal height was determined by GPS observations
 DH5360.and is referenced to NAD 83.
 DH5360
 DH5360.The geoid height was determined by GEOID03.
 DH5360
 DH5360;                    North         East     Units Scale Factor Converg.
 DH5360;SPC WI S     -   147,721.579   541,134.434   MT  0.99993337   -0 29 55.4
 DH5360;SPC WI S     -   484,649.88  1,775,371.89   sFT  0.99993337   -0 29 55.4
 DH5360;UTM  15      - 4,799,688.668   684,378.826   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  =   0.99988426
 DH5360!UTM  15      -   0.99995089  x   1.00001820  =   0.99996909
 DH5360
 DH5360                          SUPERSEDED SURVEY CONTROL
 DH5360
 DH5360.No superseded survey control is available for this station.
 DH5360
 DH5360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8437999689(NAD 83)
 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 - 2003
 DH5360
 DH5360  HISTORY     - Date     Condition        Report By
 DH5360  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7704 ***********************************************************************
 DE7704  DESIGNATION -  CLAYTON GPS
 DE7704  PID         -  DE7704
 DE7704  STATE/COUNTY-  WI/WINNEBAGO
 DE7704  USGS QUAD   -  OSHKOSH NE (1992)
 DE7704
 DE7704                         *CURRENT SURVEY CONTROL
 DE7704  ___________________________________________________________________
 DE7704* NAD 83(1997)-  44 11 30.46184(N)    088 32 38.39486(W)     ADJUSTED  
 DE7704* NAVD 88     -       275.366  (meters)     903.43   (feet)  ADJUSTED  
 DE7704  ___________________________________________________________________
 DE7704  X           -     116,395.309 (meters)                     COMP
 DE7704  Y           -  -4,579,339.160 (meters)                     COMP
 DE7704  Z           -   4,423,563.366 (meters)                     COMP
 DE7704  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 DE7704  ELLIP HEIGHT-         239.03  (meters)          (06/11/03) GPS OBS
 DE7704  GEOID HEIGHT-         -36.34  (meters)                     GEOID03
 DE7704  DYNAMIC HT  -         275.317 (meters)     903.27  (feet)  COMP
 DE7704  MODELED GRAV-     980,434.7   (mgal)                       NAVD 88
 DE7704
 DE7704  HORZ ORDER  -  B
 DE7704  VERT ORDER  -  SECOND    CLASS I
 DE7704  ELLP ORDER  -  FOURTH    CLASS I
 DE7704
 DE7704.The horizontal coordinates were established by GPS observations
 DE7704.and adjusted by the WI DEPT OF TRANSP in June 2003..
 DE7704
 DE7704.The orthometric height was determined by differential leveling
 DE7704.and adjusted by the National Geodetic Survey in May 2003..
 DE7704
 DE7704.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7704
 DE7704.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7704
 DE7704.The ellipsoidal height was determined by GPS observations
 DE7704.and is referenced to NAD 83.
 DE7704
 DE7704.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE7704;SPC WI S     -   244,514.596   716,400.806   MT  1.00002782   +1 00 01.5
 DE7704;SPC WI S     -   802,211.64  2,350,391.64   sFT  1.00002782   +1 00 01.5
 DE7704;UTM  16      - 4,894,334.483   376,610.307   MT  0.99978725   -1 04 35.0
 DE7704
 DE7704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7704!SPC WI S     -   0.99996252  x   1.00002782  =   0.99999034
 DE7704!UTM  16      -   0.99996252  x   0.99978725  =   0.99974978
 DE7704
 DE7704                          SUPERSEDED SURVEY CONTROL
 DE7704
 DE7704  NAVD 88 (06/11/03)  275.37   (m)          903.4    (f) LEVELING    3  
 DE7704
 DE7704.Superseded values are not recommended for survey control.
 DE7704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7704.See file dsdata.txt to determine how the superseded data were derived.
 DE7704
 DE7704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7661094334(NAD 83)
 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 - June 15, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7438 ***********************************************************************
 DE7438  DESIGNATION -  CLAYTON GPS AZ MK
 DE7438  PID         -  DE7438
 DE7438  STATE/COUNTY-  WI/WINNEBAGO
 DE7438  USGS QUAD   -  OSHKOSH NE (1992)
 DE7438
 DE7438                         *CURRENT SURVEY CONTROL
 DE7438  ___________________________________________________________________
 DE7438* NAD 83(1986)-  44 11 15.     (N)    088 32 59.     (W)     SCALED    
 DE7438* NAVD 88     -       274.989  (meters)     902.19   (feet)  ADJUSTED  
 DE7438  ___________________________________________________________________
 DE7438  GEOID HEIGHT-         -36.35  (meters)                     GEOID03
 DE7438  DYNAMIC HT  -         274.940 (meters)     902.03  (feet)  COMP
 DE7438  MODELED GRAV-     980,433.9   (mgal)                       NAVD 88
 DE7438
 DE7438  VERT ORDER  -  SECOND    CLASS I
 DE7438
 DE7438.The horizontal coordinates were scaled from a topographic map and have
 DE7438.an estimated accuracy of +/- 6 seconds.
 DE7438
 DE7438.The orthometric height was determined by differential leveling
 DE7438.and adjusted by the National Geodetic Survey in May 2003..
 DE7438
 DE7438.The geoid height was determined by GEOID03.
 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     -   244,030.      715,950.      MT  (+/- 180 meters Scaled)
 DE7438
 DE7438                          SUPERSEDED SURVEY CONTROL
 DE7438
 DE7438.No superseded survey control is available for this station.
 DE7438
 DE7438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP761938(NAD 83)
 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 - June 15, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5358 ***********************************************************************
 DH5358  DESIGNATION -  CLAYTON N GPS
 DH5358  PID         -  DH5358
 DH5358  STATE/COUNTY-  WI/CRAWFORD
 DH5358  USGS QUAD   -  READSTOWN (1983)
 DH5358
 DH5358                         *CURRENT SURVEY CONTROL
 DH5358  ___________________________________________________________________
 DH5358* NAD 83(1997)-  43 22 31.25769(N)    090 46 23.40237(W)     ADJUSTED  
 DH5358* NAVD 88     -                                                        
 DH5358  ___________________________________________________________________
 DH5358  X           -     -62,660.907 (meters)                     COMP
 DH5358  Y           -  -4,643,222.079 (meters)                     COMP
 DH5358  Z           -   4,358,123.644 (meters)                     COMP
 DH5358  LAPLACE CORR-          -7.68  (seconds)                    DEFLEC99
 DH5358  ELLIP HEIGHT-         317.19  (meters)          (08/01/05) GPS OBS
 DH5358  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 DH5358
 DH5358  HORZ ORDER  -  FIRST
 DH5358  ELLP ORDER  -  SECOND    CLASS I
 DH5358
 DH5358.The horizontal coordinates were established by GPS observations
 DH5358.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5358
 DH5358
 DH5358.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5358
 DH5358.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5358
 DH5358.The ellipsoidal height was determined by GPS observations
 DH5358.and is referenced to NAD 83.
 DH5358
 DH5358.The geoid height was determined by GEOID03.
 DH5358
 DH5358;                    North         East     Units Scale Factor Converg.
 DH5358;SPC WI S     -   153,078.500   537,345.420   MT  0.99993265   -0 31 52.5
 DH5358;SPC WI S     -   502,225.05  1,762,940.77   sFT  0.99993265   -0 31 52.5
 DH5358;UTM  15      - 4,804,906.304   680,399.369   MT  1.00000034   +1 31 47.1
 DH5358
 DH5358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5358!SPC WI S     -   0.99995026  x   0.99993265  =   0.99988292
 DH5358!UTM  15      -   0.99995026  x   1.00000034  =   0.99995060
 DH5358
 DH5358                          SUPERSEDED SURVEY CONTROL
 DH5358
 DH5358.No superseded survey control is available for this station.
 DH5358
 DH5358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ8039904906(NAD 83)
 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 - 2003
 DH5358
 DH5358  HISTORY     - Date     Condition        Report By
 DH5358  HISTORY     - 2003     MONUMENTED       WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 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  USGS QUAD   -  OSHKOSH NE (1992)
 DF6036
 DF6036                         *CURRENT SURVEY CONTROL
 DF6036  ___________________________________________________________________
 DF6036* NAD 83(1997)-  44 10 13.06266(N)    088 36 52.43772(W)     ADJUSTED  
 DF6036* NAVD 88     -       232.24   (meters)     761.9    (feet)  GPS OBS   
 DF6036  ___________________________________________________________________
 DF6036  X           -     110,794.657 (meters)                     COMP
 DF6036  Y           -  -4,581,112.599 (meters)                     COMP
 DF6036  Z           -   4,421,819.997 (meters)                     COMP
 DF6036  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 DF6036  ELLIP HEIGHT-         195.86  (meters)          (06/11/03) GPS OBS
 DF6036  GEOID HEIGHT-         -36.38  (meters)                     GEOID03
 DF6036
 DF6036  HORZ ORDER  -  FIRST
 DF6036  ELLP ORDER  -  THIRD     CLASS I
 DF6036
 DF6036.The horizontal coordinates were established by GPS observations
 DF6036.and adjusted by the National Geodetic Survey in June 2003..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6036
 DF6036.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6036
 DF6036.The ellipsoidal height was determined by GPS observations
 DF6036.and is referenced to NAD 83.
 DF6036
 DF6036.The geoid height was determined by GEOID03.
 DF6036
 DF6036;                    North         East     Units Scale Factor Converg.
 DF6036;SPC WI S     -   242,029.783   710,799.476   MT  1.00002270   +0 57 07.0
 DF6036;SPC WI S     -   794,059.38  2,332,014.61   sFT  1.00002270   +0 57 07.0
 DF6036;UTM  16      - 4,892,054.829   370,923.906   MT  0.99980490   -1 07 30.6
 DF6036
 DF6036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6036!SPC WI S     -   0.99996929  x   1.00002270  =   0.99999199
 DF6036!UTM  16      -   0.99996929  x   0.99980490  =   0.99977420
 DF6036
 DF6036                          SUPERSEDED SURVEY CONTROL
 DF6036
 DF6036.No superseded survey control is available for this station.
 DF6036
 DF6036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7092492055(NAD 83)
 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
 DF6036'WINNECONNE AND 5 KM SOUTHEAST OF WINCHESTER.  OWNERSHIP--TOWN OF
 DF6036'CLAYTON.  TO REACH
 DF6036'THE STATION FROM THE JUNCTION OF STATE HIGHWAY 110 WITH STATE HIGHWAY
 DF6036'150 ABOUT 22 KM
 DF6036'NORTHWEST OF THE CITY OF OSHKOSH, GO SOUTH ON STATE HIGHWAY 110 FOR
 DF6036'3.2 KM TO OAKRIDGE
 DF6036'ROAD ON THE LEFT, TURN LEFT AND GO EAST ON OAKRIDGE ROAD FOR 4.0 KM TO
 DF6036'HILLCREST DRIVE
 DF6036'AND THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DF6036'DEPARTMENT OF
 DF6036'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF6036'A 41-CM
 DF6036'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH
 DF6036'THE ROAD PAVEMENT.
 DF6036'THE STATION IS 9.0 M EAST OF THE CENTERLINE OF HILLCREST DRIVE, 40.0 M
 DF6036'NORTH OF THE
 DF6036'CENTERLINE OF OAKRIDGE DRIVE, 10.2 M NORTHEAST OF A WOOD POST FOR A
 DF6036'--DEAD END-- SIGN, 2 M
 DF6036'WEST OF A CULTIVATED FIELD, 1.0 M WEST OF A WHITE PLASTIC WITNESS
 DF6036'POST, 1.0 M EAST, 1.0 M
 DF6036'SOUTH, AND 1.0 M NORTH OF THREE 4X4 ORANGE PLASTIC WITNESS POSTS.
 DF6036'---NOTE---THIS STATION
 DF6036'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE
 DF6036'HORIZON.
 DF6036' 
 DF6036' 
 DF6036' 
 DF6036' 
 DF6036' 
 DF6036' 
 DF6036'
 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 = OCTOBER  7, 2006
 PN0954 ***********************************************************************
 PN0954  DESIGNATION -  CLAYTON USLS 1872
 PN0954  PID         -  PN0954
 PN0954  STATE/COUNTY-  WI/WINNEBAGO
 PN0954  USGS QUAD   -  OSHKOSH NE (1992)
 PN0954
 PN0954                         *CURRENT SURVEY CONTROL
 PN0954  ___________________________________________________________________
 PN0954* NAD 83(1991)-  44 12 03.98281(N)    088 32 40.92743(W)     ADJUSTED  
 PN0954* NAVD 88     -       276.     (meters)     906.     (feet)  SCALED    
 PN0954  ___________________________________________________________________
 PN0954  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 PN0954  GEOID HEIGHT-         -36.34  (meters)                     GEOID03
 PN0954
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0954
 PN0954.The geoid height was determined by GEOID03.
 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;SPC WI C     -    41,908.780   716,323.810   MT  1.00000960   +1 01 36.6
 PN0954;SPC WI C     -   137,495.72  2,350,139.03   sFT  1.00000960   +1 01 36.6
 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     -   0.99996243  x   1.00003009  =   0.99999252
 PN0954!SPC WI C     -   0.99996243  x   1.00000960  =   0.99997203
 PN0954!UTM  16      -   0.99996243  x   0.99978736  =   0.99974980
 PN0954
 PN0954:                Primary Azimuth Mark                     Grid Az
 PN0954:SPC WI S     -  FREEDOM USLS 1872                        042 34 10.1
 PN0954:SPC WI C     -  FREEDOM USLS 1872                        042 32 33.3
 PN0954:UTM  16      -  FREEDOM USLS 1872                        044 38 47.3
 PN0954
 PN0954|---------------------------------------------------------------------|
 PN0954| PID    Reference Object                     Distance      Geod. Az  |
 PN0954|                                                           dddmmss.s |
 PN0954| PN0940 FREEDOM USLS 1872                   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
 PN0954.Superseded values are not recommended for survey control.
 PN0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0954.See file dsdata.txt to determine how the superseded data were derived.
 PN0954
 PN0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7657495370(NAD 83)
 PN0954
 PN0954  HISTORY     - Date     Condition        Report By
 PN0954  HISTORY     - 1872     MONUMENTED       CGS
 PN0954
 PN0954                          STATION DESCRIPTION
 PN0954
 PN0954'DESCRIBED BY COAST AND GEODETIC 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 = OCTOBER  7, 2006
 DH5357 ***********************************************************************
 DH5357  DESIGNATION -  CLAYTON W GPS
 DH5357  PID         -  DH5357
 DH5357  STATE/COUNTY-  WI/CRAWFORD
 DH5357  USGS QUAD   -  GAYS MILLS (1983)
 DH5357
 DH5357                         *CURRENT SURVEY CONTROL
 DH5357  ___________________________________________________________________
 DH5357* NAD 83(1997)-  43 20 08.42406(N)    090 47 50.42636(W)     ADJUSTED  
 DH5357* NAVD 88     -                                                        
 DH5357  ___________________________________________________________________
 DH5357  X           -     -64,662.021 (meters)                     COMP
 DH5357  Y           -  -4,646,222.031 (meters)                     COMP
 DH5357  Z           -   4,354,919.113 (meters)                     COMP
 DH5357  LAPLACE CORR-          -7.69  (seconds)                    DEFLEC99
 DH5357  ELLIP HEIGHT-         318.23  (meters)          (08/01/05) GPS OBS
 DH5357  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 DH5357
 DH5357  HORZ ORDER  -  FIRST
 DH5357  ELLP ORDER  -  SECOND    CLASS I
 DH5357
 DH5357.The horizontal coordinates were established by GPS observations
 DH5357.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5357
 DH5357
 DH5357.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5357
 DH5357.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5357
 DH5357.The ellipsoidal height was determined by GPS observations
 DH5357.and is referenced to NAD 83.
 DH5357
 DH5357.The geoid height was determined by GEOID03.
 DH5357
 DH5357;                    North         East     Units Scale Factor Converg.
 DH5357;SPC WI S     -   148,689.453   535,344.418   MT  0.99993320   -0 32 52.3
 DH5357;SPC WI S     -   487,825.31  1,756,375.81   sFT  0.99993320   -0 32 52.3
 DH5357;UTM  15      - 4,800,447.869   678,557.346   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  =   0.99988330
 DH5357!UTM  15      -   0.99995010  x   0.99999220  =   0.99994230
 DH5357
 DH5357                          SUPERSEDED SURVEY CONTROL
 DH5357
 DH5357.No superseded survey control is available for this station.
 DH5357
 DH5357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7855700448(NAD 83)
 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 - 2003
 DH5357
 DH5357  HISTORY     - Date     Condition        Report By
 DH5357  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RN0272 ***********************************************************************
 RN0272  DESIGNATION -  CLEAR
 RN0272  PID         -  RN0272
 RN0272  STATE/COUNTY-  WI/DOUGLAS
 RN0272  USGS QUAD   -  SUNNYSIDE (1975)
 RN0272
 RN0272                         *CURRENT SURVEY CONTROL
 RN0272  ___________________________________________________________________
 RN0272* NAD 83(1991)-  46 34 41.70336(N)    092 02 26.62207(W)     ADJUSTED  
 RN0272* NAVD 88     -       245.378  (meters)     805.04   (feet)  POSTED    
 RN0272  ___________________________________________________________________
 RN0272  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 RN0272  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 RN0272  DYNAMIC HT  -         245.400 (meters)     805.12  (feet)  COMP
 RN0272  MODELED GRAV-     980,709.4   (mgal)                       NAVD 88
 RN0272
 RN0272  HORZ ORDER  -  FIRST
 RN0272  VERT ORDER  -  * POSTED, Code A , 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.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RN0272.rate of 0.0 thru 1.0 mm/km.
 RN0272
 RN0272.The Laplace correction was computed from DEFLEC99 derived deflections.
 RN0272
 RN0272.The geoid height was determined by GEOID03.
 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;                    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     -   0.99996589  x   0.99997099  =   0.99993688
 RN0272!UTM  15      -   0.99996589  x   0.99966640  =   0.99963230
 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|---------------------------------------------------------------------|
 RN0272| PID    Reference Object                     Distance      Geod. Az  |
 RN0272|                                                           dddmmss.s |
 RN0272| RN1515 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  NGVD 29 (??/??/92)  245.423  (m)          805.19   (f) ADJ UNCH    1 2
 RN0272
 RN0272.Superseded values are not recommended for survey control.
 RN0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0272.See file dsdata.txt to determine how the superseded data were derived.
 RN0272
 RN0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM7350158745(NAD 83)
 RN0272_MARKER: DS = TRIANGULATION STATION DISK
 RN0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0272_STAMPING: CLEAR 1921
 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             NGS
 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 NATIONAL 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 = OCTOBER  7, 2006
 NH1295 ***********************************************************************
 NH1295  DESIGNATION -  CLEAR
 NH1295  PID         -  NH1295
 NH1295  STATE/COUNTY-  WI/ROCK
 NH1295  USGS QUAD   -  MILTON (1976)
 NH1295
 NH1295                         *CURRENT SURVEY CONTROL
 NH1295  ___________________________________________________________________
 NH1295* NAD 83(1991)-  42 47 44.22036(N)    088 59 39.52481(W)     ADJUSTED  
 NH1295* NAVD 88     -       269.99   (+/-2cm)     885.8    (feet)  VERTCON   
 NH1295  ___________________________________________________________________
 NH1295  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 NH1295  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 NH1295
 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.The vertical order pertains to the NGVD 29 superseded value.
 NH1295
 NH1295.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1295
 NH1295.The geoid height was determined by GEOID03.
 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     -   0.99996298  x   0.99998802  =   0.99995100
 NH1295!UTM  16      -   0.99996298  x   0.99992725  =   0.99989023
 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 (07/19/86)  270.06   (m)          886.0    (f) LEVELING    3  
 NH1295
 NH1295.Superseded values are not recommended for survey control.
 NH1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1295.See file dsdata.txt to determine how the superseded data were derived.
 NH1295
 NH1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3690740048(NAD 83)
 NH1295_MARKER: DS = TRIANGULATION STATION DISK
 NH1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 AC9083 ***********************************************************************
 AC9083  DESIGNATION -  CLEAR LAKE C
 AC9083  PID         -  AC9083
 AC9083  STATE/COUNTY-  WI/POLK
 AC9083  USGS QUAD   -  CLAYTON (1978)
 AC9083
 AC9083                         *CURRENT SURVEY CONTROL
 AC9083  ___________________________________________________________________
 AC9083* NAD 83(1997)-  45 15 31.85088(N)    092 11 51.34677(W)     ADJUSTED  
 AC9083* NAVD 88     -       365.4    (meters)    1199.     (feet)  GPS OBS   
 AC9083  ___________________________________________________________________
 AC9083  X           -    -172,458.322 (meters)                     COMP
 AC9083  Y           -  -4,494,132.039 (meters)                     COMP
 AC9083  Z           -   4,507,881.769 (meters)                     COMP
 AC9083  LAPLACE CORR-          -5.42  (seconds)                    DEFLEC99
 AC9083  ELLIP HEIGHT-         335.29  (meters)          (09/30/02) GPS OBS
 AC9083  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 AC9083
 AC9083  HORZ ORDER  -  FIRST
 AC9083  ELLP ORDER  -  SECOND    CLASS I
 AC9083
 AC9083.The horizontal coordinates were established by GPS observations
 AC9083.and adjusted by the National Geodetic Survey in September 2002..
 AC9083
 AC9083.The orthometric height was determined by GPS observations and a
 AC9083.high-resolution geoid model.
 AC9083
 AC9083.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9083
 AC9083.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9083
 AC9083.The ellipsoidal height was determined by GPS observations
 AC9083.and is referenced to NAD 83.
 AC9083
 AC9083.The geoid height was determined by GEOID03.
 AC9083
 AC9083;                    North         East     Units Scale Factor Converg.
 AC9083;SPC WI C     -   160,738.354   427,535.876   MT  0.99996299   -1 33 02.1
 AC9083;SPC WI C     -   527,355.75  1,402,673.95   sFT  0.99996299   -1 33 02.1
 AC9083;UTM  15      - 5,012,018.862   562,956.269   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  =   0.99991043
 AC9083!UTM  15      -   0.99994744  x   0.99964873  =   0.99959618
 AC9083
 AC9083                          SUPERSEDED SURVEY CONTROL
 AC9083
 AC9083  NAD 83(1991)-  45 15 31.85050(N)    092 11 51.34558(W) AD(       ) 1
 AC9083
 AC9083.Superseded values are not recommended for survey control.
 AC9083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9083.See file dsdata.txt to determine how the superseded data were derived.
 AC9083
 AC9083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6295612019(NAD 83)
 AC9083_MARKER: DD = SURVEY DISK
 AC9083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9083_STAMPING: CLEAR LAKE C. 423
 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 - November 13, 2005
 AC9083
 AC9083  HISTORY     - Date     Condition        Report By
 AC9083  HISTORY     - 1995     MONUMENTED       WI-095
 AC9083  HISTORY     - 20050509 GOOD             WIDT
 AC9083  HISTORY     - 20051113 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO1459 ***********************************************************************
 QO1459  DESIGNATION -  CLEAR LAKE MUNICIPAL TANK
 QO1459  PID         -  QO1459
 QO1459  STATE/COUNTY-  WI/POLK
 QO1459  USGS QUAD   -  AMERY (1978)
 QO1459
 QO1459                         *CURRENT SURVEY CONTROL
 QO1459  ___________________________________________________________________
 QO1459* NAD 83(1991)-  45 15 09.26204(N)    092 16 19.88937(W)     ADJUSTED  
 QO1459* NAVD 88     -                                                        
 QO1459  ___________________________________________________________________
 QO1459  LAPLACE CORR-          -8.25  (seconds)                    DEFLEC99
 QO1459  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 QO1459
 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
 QO1459.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO1459
 QO1459.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 QO1459
 QO1459  NAD 83(1991)-  45 15 09.25978(N)    092 16 19.88566(W) AD(       ) 4
 QO1459  NAD 83(1986)-  45 15 09.25036(N)    092 16 19.89484(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1459.See file dsdata.txt to determine how the superseded data were derived.
 QO1459
 QO1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL5711011266(NAD 83)
 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 = OCTOBER  7, 2006
 AC9084 ***********************************************************************
 AC9084  DESIGNATION -  CLEAR LAKE NE
 AC9084  PID         -  AC9084
 AC9084  STATE/COUNTY-  WI/POLK
 AC9084  USGS QUAD   -  CLAYTON (1978)
 AC9084
 AC9084                         *CURRENT SURVEY CONTROL
 AC9084  ___________________________________________________________________
 AC9084* NAD 83(1997)-  45 16 54.05404(N)    092 09 29.56998(W)     ADJUSTED  
 AC9084* NAVD 88     -       378.4    (meters)    1241.     (feet)  GPS OBS   
 AC9084  ___________________________________________________________________
 AC9084  X           -    -169,301.670 (meters)                     COMP
 AC9084  Y           -  -4,492,456.925 (meters)                     COMP
 AC9084  Z           -   4,509,677.032 (meters)                     COMP
 AC9084  LAPLACE CORR-          -4.49  (seconds)                    DEFLEC99
 AC9084  ELLIP HEIGHT-         348.25  (meters)          (09/30/02) GPS OBS
 AC9084  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 AC9084
 AC9084  HORZ ORDER  -  FIRST
 AC9084  ELLP ORDER  -  SECOND    CLASS I
 AC9084
 AC9084.The horizontal coordinates were established by GPS observations
 AC9084.and adjusted by the National Geodetic Survey in September 2002..
 AC9084
 AC9084.The orthometric height was determined by GPS observations and a
 AC9084.high-resolution geoid model.
 AC9084
 AC9084.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9084
 AC9084.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9084
 AC9084.The ellipsoidal height was determined by GPS observations
 AC9084.and is referenced to NAD 83.
 AC9084
 AC9084.The geoid height was determined by GEOID03.
 AC9084
 AC9084;                    North         East     Units Scale Factor Converg.
 AC9084;SPC WI C     -   163,192.202   430,693.254   MT  0.99996573   -1 31 22.0
 AC9084;SPC WI C     -   535,406.42  1,413,032.78   sFT  0.99996573   -1 31 22.0
 AC9084;UTM  15      - 5,014,587.065   566,019.719   MT  0.99965359   +0 35 53.4
 AC9084
 AC9084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9084!SPC WI C     -   0.99994540  x   0.99996573  =   0.99991114
 AC9084!UTM  15      -   0.99994540  x   0.99965359  =   0.99959901
 AC9084
 AC9084                          SUPERSEDED SURVEY CONTROL
 AC9084
 AC9084  NAD 83(1991)-  45 16 54.05352(N)    092 09 29.56871(W) AD(       ) 1
 AC9084
 AC9084.Superseded values are not recommended for survey control.
 AC9084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9084.See file dsdata.txt to determine how the superseded data were derived.
 AC9084
 AC9084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6602014587(NAD 83)
 AC9084_MARKER: DD = SURVEY DISK
 AC9084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9084_STAMPING: CLEAR LAKE NE 425
 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 - November 18, 2005
 AC9084
 AC9084  HISTORY     - Date     Condition        Report By
 AC9084  HISTORY     - 1995     MONUMENTED       WI-095
 AC9084  HISTORY     - 20051118 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC9085 ***********************************************************************
 AC9085  DESIGNATION -  CLEAR LAKE W
 AC9085  PID         -  AC9085
 AC9085  STATE/COUNTY-  WI/POLK
 AC9085  USGS QUAD   -  AMERY (1978)
 AC9085
 AC9085                         *CURRENT SURVEY CONTROL
 AC9085  ___________________________________________________________________
 AC9085* NAD 83(1997)-  45 15 54.27530(N)    092 15 04.47470(W)     ADJUSTED  
 AC9085* NAVD 88     -       383.4    (meters)    1258.     (feet)  GPS OBS   
 AC9085  ___________________________________________________________________
 AC9085  X           -    -176,647.334 (meters)                     COMP
 AC9085  Y           -  -4,493,489.962 (meters)                     COMP
 AC9085  Z           -   4,508,381.948 (meters)                     COMP
 AC9085  LAPLACE CORR-          -7.73  (seconds)                    DEFLEC99
 AC9085  ELLIP HEIGHT-         353.43  (meters)          (09/30/02) GPS OBS
 AC9085  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 AC9085
 AC9085  HORZ ORDER  -  FIRST
 AC9085  ELLP ORDER  -  SECOND    CLASS I
 AC9085
 AC9085.The horizontal coordinates were established by GPS observations
 AC9085.and adjusted by the National Geodetic Survey in September 2002..
 AC9085
 AC9085.The orthometric height was determined by GPS observations and a
 AC9085.high-resolution geoid model.
 AC9085
 AC9085.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9085
 AC9085.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9085
 AC9085.The ellipsoidal height was determined by GPS observations
 AC9085.and is referenced to NAD 83.
 AC9085
 AC9085.The geoid height was determined by GEOID03.
 AC9085
 AC9085;                    North         East     Units Scale Factor Converg.
 AC9085;SPC WI C     -   161,545.661   423,346.021   MT  0.99996372   -1 35 18.3
 AC9085;SPC WI C     -   530,004.39  1,388,927.74   sFT  0.99996372   -1 35 18.3
 AC9085;UTM  15      - 5,012,670.385   558,740.753   MT  0.99964242   +0 31 54.9
 AC9085
 AC9085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9085!SPC WI C     -   0.99994459  x   0.99996372  =   0.99990831
 AC9085!UTM  15      -   0.99994459  x   0.99964242  =   0.99958703
 AC9085
 AC9085                          SUPERSEDED SURVEY CONTROL
 AC9085
 AC9085  NAD 83(1991)-  45 15 54.27469(N)    092 15 04.47341(W) AD(       ) 1
 AC9085
 AC9085.Superseded values are not recommended for survey control.
 AC9085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9085.See file dsdata.txt to determine how the superseded data were derived.
 AC9085
 AC9085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL5874112670(NAD 83)
 AC9085_MARKER: DD = SURVEY DISK
 AC9085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9085_STAMPING: CLEAR LAKE W. 426
 AC9085_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC9085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9085_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC9085+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2005
 AC9085
 AC9085  HISTORY     - Date     Condition        Report By
 AC9085  HISTORY     - 1995     MONUMENTED       WI-095
 AC9085  HISTORY     - 20051118 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--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5474 ***********************************************************************
 DH5474  DESIGNATION -  CLEARFIELD E GPS
 DH5474  PID         -  DH5474
 DH5474  STATE/COUNTY-  WI/JUNEAU
 DH5474  USGS QUAD   -  KELLY (1983)
 DH5474
 DH5474                         *CURRENT SURVEY CONTROL
 DH5474  ___________________________________________________________________
 DH5474* NAD 83(1997)-  43 56 04.37909(N)    090 06 09.05205(W)     ADJUSTED  
 DH5474* NAVD 88     -                                                        
 DH5474  ___________________________________________________________________
 DH5474  X           -      -8,231.629 (meters)                     COMP
 DH5474  Y           -  -4,600,688.736 (meters)                     COMP
 DH5474  Z           -   4,403,022.223 (meters)                     COMP
 DH5474  LAPLACE CORR-          -4.44  (seconds)                    DEFLEC99
 DH5474  ELLIP HEIGHT-         237.43  (meters)          (08/01/05) GPS OBS
 DH5474  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 DH5474
 DH5474  HORZ ORDER  -  FIRST
 DH5474  ELLP ORDER  -  SECOND    CLASS I
 DH5474
 DH5474.The horizontal coordinates were established by GPS observations
 DH5474.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5474
 DH5474
 DH5474.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5474
 DH5474.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5474
 DH5474.The ellipsoidal height was determined by GPS observations
 DH5474.and is referenced to NAD 83.
 DH5474
 DH5474.The geoid height was determined by GEOID03.
 DH5474
 DH5474;                    North         East     Units Scale Factor Converg.
 DH5474;SPC WI S     -   214,919.998   591,768.873   MT  0.99997584   -0 04 13.6
 DH5474;SPC WI S     -   705,116.69  1,941,495.04   sFT  0.99997584   -0 04 13.6
 DH5474;UTM  15      - 4,868,685.296   732,562.371   MT  1.00026526   +2 00 40.6
 DH5474
 DH5474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5474!SPC WI S     -   0.99996277  x   0.99997584  =   0.99993861
 DH5474!UTM  15      -   0.99996277  x   1.00026526  =   1.00022802
 DH5474
 DH5474                          SUPERSEDED SURVEY CONTROL
 DH5474
 DH5474.No superseded survey control is available for this station.
 DH5474
 DH5474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ3256268685(NAD 83)
 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 - 2003
 DH5474
 DH5474  HISTORY     - Date     Condition        Report By
 DH5474  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5475 ***********************************************************************
 DH5475  DESIGNATION -  CLEARFIELD W GPS
 DH5475  PID         -  DH5475
 DH5475  STATE/COUNTY-  WI/JUNEAU
 DH5475  USGS QUAD   -  NEW LISBON NORTH (1983)
 DH5475
 DH5475                         *CURRENT SURVEY CONTROL
 DH5475  ___________________________________________________________________
 DH5475* NAD 83(1997)-  43 55 24.04017(N)    090 10 41.88026(W)     ADJUSTED  
 DH5475* NAVD 88     -                                                        
 DH5475  ___________________________________________________________________
 DH5475  X           -     -14,319.678 (meters)                     COMP
 DH5475  Y           -  -4,601,537.614 (meters)                     COMP
 DH5475  Z           -   4,402,125.529 (meters)                     COMP
 DH5475  LAPLACE CORR-          -6.03  (seconds)                    DEFLEC99
 DH5475  ELLIP HEIGHT-         237.44  (meters)          (08/01/05) GPS OBS
 DH5475  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 DH5475
 DH5475  HORZ ORDER  -  FIRST
 DH5475  ELLP ORDER  -  SECOND    CLASS I
 DH5475
 DH5475.The horizontal coordinates were established by GPS observations
 DH5475.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5475
 DH5475
 DH5475.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5475
 DH5475.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5475
 DH5475.The ellipsoidal height was determined by GPS observations
 DH5475.and is referenced to NAD 83.
 DH5475
 DH5475.The geoid height was determined by GEOID03.
 DH5475
 DH5475;                    North         East     Units Scale Factor Converg.
 DH5475;SPC WI S     -   213,685.252   585,681.213   MT  0.99997404   -0 07 21.0
 DH5475;SPC WI S     -   701,065.70  1,921,522.45   sFT  0.99997404   -0 07 21.0
 DH5475;UTM  15      - 4,867,229.887   726,521.919   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                          SUPERSEDED SURVEY CONTROL
 DH5475
 DH5475.No superseded survey control is available for this station.
 DH5475
 DH5475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ2652267230(NAD 83)
 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 - 2003
 DH5475
 DH5475  HISTORY     - Date     Condition        Report By
 DH5475  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0634 ***********************************************************************
 PO0634  DESIGNATION -  CLEVE
 PO0634  PID         -  PO0634
 PO0634  STATE/COUNTY-  WI/JACKSON
 PO0634  USGS QUAD   -  PRICE (1984)
 PO0634
 PO0634                         *CURRENT SURVEY CONTROL
 PO0634  ___________________________________________________________________
 PO0634* NAD 83(1991)-  44 34 56.68766(N)    091 01 11.28728(W)     ADJUSTED  
 PO0634* NAVD 88     -       358.8    (meters)    1177.     (feet)  VERTCON   
 PO0634  ___________________________________________________________________
 PO0634  LAPLACE CORR-          -6.38  (seconds)                    DEFLEC99
 PO0634  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 PO0634
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0634
 PO0634.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0634.See file dsdata.txt to determine how the superseded data were derived.
 PO0634
 PO0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK5720038471(NAD 83)
 PO0634_MARKER: DD = SURVEY DISK
 PO0634_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  7, 2006
 QN0021 ***********************************************************************
 QN0021  DESIGNATION -  CLIFFORD
 QN0021  PID         -  QN0021
 QN0021  STATE/COUNTY-  WI/PRICE
 QN0021  USGS QUAD   -  BRANTWOOD (1979)
 QN0021
 QN0021                         *CURRENT SURVEY CONTROL
 QN0021  ___________________________________________________________________
 QN0021* NAD 83(1991)-  45 33 22.27020(N)    090 02 39.77454(W)     ADJUSTED  
 QN0021* NAVD 88     -       479.575  (meters)    1573.41   (feet)  ADJUSTED  
 QN0021  ___________________________________________________________________
 QN0021  LAPLACE CORR-          -3.91  (seconds)                    DEFLEC99
 QN0021  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 QN0021  DYNAMIC HT  -         479.553 (meters)    1573.33  (feet)  COMP
 QN0021  MODELED GRAV-     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
 QN0021.and adjusted by the National Geodetic Survey in June 1991..
 QN0021
 QN0021.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0021
 QN0021.The geoid height was determined by GEOID03.
 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;                    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     -   0.99992965  x   1.00000192  =   0.99993157
 QN0021!SPC WI C     -   0.99992965  x   1.00001119  =   0.99994084
 QN0021!UTM  15      -   0.99992965  x   1.00025429  =   1.00018392
 QN0021!UTM  16      -   0.99992965  x   1.00029419  =   1.00022382
 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|---------------------------------------------------------------------|
 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  NGVD 29 (??/??/92)  479.564  (m)         1573.37   (f) ADJ UNCH    1 2
 QN0021
 QN0021.Superseded values are not recommended for survey control.
 QN0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0021.See file dsdata.txt to determine how the superseded data were derived.
 QN0021
 QN0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL3068148988(NAD 83)
 QN0021_MARKER: DS = TRIANGULATION STATION DISK
 QN0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0021_STAMPING: CLIFFORD 1921
 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             NGS
 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 NATIONAL 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 = OCTOBER  7, 2006
 QN0593 ***********************************************************************
 QN0593  CBN         -  This is a Cooperative Base Network Control Station.
 QN0593  DESIGNATION -  CLIFFORD GPS
 QN0593  PID         -  QN0593
 QN0593  STATE/COUNTY-  WI/LINCOLN
 QN0593  USGS QUAD   -  BRANTWOOD (1979)
 QN0593
 QN0593                         *CURRENT SURVEY CONTROL
 QN0593  ___________________________________________________________________
 QN0593* NAD 83(1997)-  45 32 01.59965(N)    090 02 35.91530(W)     ADJUSTED  
 QN0593* NAVD 88     -       486.3    (meters)    1595.     (feet)  GPS OBS   
 QN0593  ___________________________________________________________________
 QN0593  X           -      -3,383.227 (meters)                     COMP
 QN0593  Y           -  -4,475,766.488 (meters)                     COMP
 QN0593  Z           -   4,529,424.691 (meters)                     COMP
 QN0593  LAPLACE CORR-          -4.36  (seconds)                    DEFLEC99
 QN0593  ELLIP HEIGHT-         455.37  (meters)          (04/28/99) GPS OBS
 QN0593  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 QN0593
 QN0593  HORZ ORDER  -  A
 QN0593  ELLP ORDER  -  THIRD     CLASS I
 QN0593
 QN0593.The horizontal coordinates were established by GPS observations
 QN0593.and adjusted by the National Geodetic Survey in April 1999..
 QN0593
 QN0593.The orthometric height was determined by GPS observations and a
 QN0593.high-resolution geoid model.
 QN0593
 QN0593.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QN0593
 QN0593.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0593
 QN0593.The ellipsoidal height was determined by GPS observations
 QN0593.and is referenced to NAD 83.
 QN0593
 QN0593.The geoid height was determined by GEOID03.
 QN0593
 QN0593;                    North         East     Units Scale Factor Converg.
 QN0593;SPC WI C     -   188,960.539   596,616.992   MT  1.00000661   -0 01 50.0
 QN0593;SPC WI C     -   619,948.04  1,957,400.91   sFT  1.00000661   -0 01 50.0
 QN0593;SPC WI N     -    40,803.093   596,616.993   MT  1.00000613   -0 01 52.5
 QN0593;SPC WI N     -   133,868.15  1,957,400.92   sFT  1.00000613   -0 01 52.5
 QN0593;UTM  15      - 5,046,501.981   730,856.799   MT  1.00025529   +2 06 39.6
 QN0593;UTM  16      - 5,046,754.933   262,380.099   MT  1.00029426   -2 10 22.5
 QN0593
 QN0593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0593!SPC WI C     -   0.99992861  x   1.00000661  =   0.99993522
 QN0593!SPC WI N     -   0.99992861  x   1.00000613  =   0.99993474
 QN0593!UTM  15      -   0.99992861  x   1.00025529  =   1.00018389
 QN0593!UTM  16      -   0.99992861  x   1.00029426  =   1.00022285
 QN0593
 QN0593                          SUPERSEDED SURVEY CONTROL
 QN0593
 QN0593  NAD 83(1991)-  45 32 01.59919(N)    090 02 35.91453(W) AD(       ) B
 QN0593  ELLIP H (06/11/91)  455.39   (m)                       GP(       ) 4 1
 QN0593  NGVD 29 (06/11/91)  486.2    (m)         1595.     (f) GPS OBS        
 QN0593
 QN0593.Superseded values are not recommended for survey control.
 QN0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0593.See file dsdata.txt to determine how the superseded data were derived.
 QN0593
 QN0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL3085746502(NAD 83)
 QN0593_MARKER: DH = HORIZONTAL CONTROL DISK
 QN0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0593_SP_SET: CONCRETE POST
 QN0593_STAMPING: CLIFFORD GPS 1989
 QN0593_MARK LOGO: NGS   
 QN0593_PROJECTION: FLUSH
 QN0593_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QN0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0593+STABILITY: SURFACE MOTION
 QN0593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QN0593+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2003
 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
 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--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5268 ***********************************************************************
 DH5268  DESIGNATION -  CLIFTON C GPS
 DH5268  PID         -  DH5268
 DH5268  STATE/COUNTY-  WI/GRANT
 DH5268  USGS QUAD   -  MONTFORT (1978)
 DH5268
 DH5268                         *CURRENT SURVEY CONTROL
 DH5268  ___________________________________________________________________
 DH5268* NAD 83(1997)-  42 54 21.74340(N)    090 29 38.83606(W)     ADJUSTED  
 DH5268* NAVD 88     -                                                        
 DH5268  ___________________________________________________________________
 DH5268  X           -     -40,353.849 (meters)                     COMP
 DH5268  Y           -  -4,679,111.576 (meters)                     COMP
 DH5268  Z           -   4,320,066.103 (meters)                     COMP
 DH5268  LAPLACE CORR-          -4.06  (seconds)                    DEFLEC99
 DH5268  ELLIP HEIGHT-         299.94  (meters)          (08/01/05) GPS OBS
 DH5268  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 DH5268
 DH5268  HORZ ORDER  -  FIRST
 DH5268  ELLP ORDER  -  SECOND    CLASS I
 DH5268
 DH5268.The horizontal coordinates were established by GPS observations
 DH5268.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5268
 DH5268
 DH5268.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5268
 DH5268.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5268
 DH5268.The ellipsoidal height was determined by GPS observations
 DH5268.and is referenced to NAD 83.
 DH5268
 DH5268.The geoid height was determined by GEOID03.
 DH5268
 DH5268;                    North         East     Units Scale Factor Converg.
 DH5268;SPC WI S     -   100,772.254   559,649.006   MT  0.99996966   -0 20 22.2
 DH5268;SPC WI S     -   330,616.97  1,836,115.11   sFT  0.99996966   -0 20 22.2
 DH5268;UTM  15      - 4,753,427.281   704,565.877   MT  1.00011484   +1 42 23.7
 DH5268
 DH5268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5268!SPC WI S     -   0.99995296  x   0.99996966  =   0.99992263
 DH5268!UTM  15      -   0.99995296  x   1.00011484  =   1.00006780
 DH5268
 DH5268                          SUPERSEDED SURVEY CONTROL
 DH5268
 DH5268.No superseded survey control is available for this station.
 DH5268
 DH5268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH0456653427(NAD 83)
 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 - 2003
 DH5268
 DH5268  HISTORY     - Date     Condition        Report By
 DH5268  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5267 ***********************************************************************
 DH5267  DESIGNATION -  CLIFTON E GPS
 DH5267  PID         -  DH5267
 DH5267  STATE/COUNTY-  WI/GRANT
 DH5267  USGS QUAD   -  MONTFORT (1978)
 DH5267
 DH5267                         *CURRENT SURVEY CONTROL
 DH5267  ___________________________________________________________________
 DH5267* NAD 83(1997)-  42 55 45.04416(N)    090 25 52.77446(W)     ADJUSTED  
 DH5267* NAVD 88     -                                                        
 DH5267  ___________________________________________________________________
 DH5267  X           -     -35,212.515 (meters)                     COMP
 DH5267  Y           -  -4,677,411.671 (meters)                     COMP
 DH5267  Z           -   4,321,957.171 (meters)                     COMP
 DH5267  LAPLACE CORR-          -4.26  (seconds)                    DEFLEC99
 DH5267  ELLIP HEIGHT-         312.39  (meters)          (08/01/05) GPS OBS
 DH5267  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 DH5267
 DH5267  HORZ ORDER  -  FIRST
 DH5267  ELLP ORDER  -  SECOND    CLASS I
 DH5267
 DH5267.The horizontal coordinates were established by GPS observations
 DH5267.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5267
 DH5267
 DH5267.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5267
 DH5267.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5267
 DH5267.The ellipsoidal height was determined by GPS observations
 DH5267.and is referenced to NAD 83.
 DH5267
 DH5267.The geoid height was determined by GEOID03.
 DH5267
 DH5267;                    North         East     Units Scale Factor Converg.
 DH5267;SPC WI S     -   103,314.230   564,790.219   MT  0.99996628   -0 17 46.9
 DH5267;SPC WI S     -   338,956.77  1,852,982.58   sFT  0.99996628   -0 17 46.9
 DH5267;UTM  15      - 4,756,151.649   709,613.850   MT  1.00014057   +1 45 00.5
 DH5267
 DH5267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5267!SPC WI S     -   0.99995101  x   0.99996628  =   0.99991729
 DH5267!UTM  15      -   0.99995101  x   1.00014057  =   1.00009158
 DH5267
 DH5267                          SUPERSEDED SURVEY CONTROL
 DH5267
 DH5267.No superseded survey control is available for this station.
 DH5267
 DH5267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH0961456152(NAD 83)
 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 - 2003
 DH5267
 DH5267  HISTORY     - Date     Condition        Report By
 DH5267  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5312 ***********************************************************************
 DH5312  DESIGNATION -  CLIFTON N GPS
 DH5312  PID         -  DH5312
 DH5312  STATE/COUNTY-  WI/GRANT
 DH5312  USGS QUAD   -  STITZER (1962)
 DH5312
 DH5312                         *CURRENT SURVEY CONTROL
 DH5312  ___________________________________________________________________
 DH5312* NAD 83(1997)-  42 56 39.77612(N)    090 30 16.84091(W)     ADJUSTED  
 DH5312* NAVD 88     -                                                        
 DH5312  ___________________________________________________________________
 DH5312  X           -     -41,190.460 (meters)                     COMP
 DH5312  Y           -  -4,676,206.042 (meters)                     COMP
 DH5312  Z           -   4,323,187.959 (meters)                     COMP
 DH5312  LAPLACE CORR-          -4.65  (seconds)                    DEFLEC99
 DH5312  ELLIP HEIGHT-         303.92  (meters)          (08/01/05) GPS OBS
 DH5312  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 DH5312
 DH5312  HORZ ORDER  -  FIRST
 DH5312  ELLP ORDER  -  SECOND    CLASS I
 DH5312
 DH5312.The horizontal coordinates were established by GPS observations
 DH5312.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5312
 DH5312
 DH5312.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5312
 DH5312.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5312
 DH5312.The ellipsoidal height was determined by GPS observations
 DH5312.and is referenced to NAD 83.
 DH5312
 DH5312.The geoid height was determined by GEOID03.
 DH5312
 DH5312;                    North         East     Units Scale Factor Converg.
 DH5312;SPC WI S     -   105,036.706   558,812.696   MT  0.99996414   -0 20 48.4
 DH5312;SPC WI S     -   344,607.93  1,833,371.32   sFT  0.99996414   -0 20 48.4
 DH5312;UTM  15      - 4,757,659.760   703,577.652   MT  1.00010988   +1 42 02.2
 DH5312
 DH5312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5312!SPC WI S     -   0.99995234  x   0.99996414  =   0.99991648
 DH5312!UTM  15      -   0.99995234  x   1.00010988  =   1.00006221
 DH5312
 DH5312                          SUPERSEDED SURVEY CONTROL
 DH5312
 DH5312.No superseded survey control is available for this station.
 DH5312
 DH5312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH0357857660(NAD 83)
 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 - 2003
 DH5312
 DH5312  HISTORY     - Date     Condition        Report By
 DH5312  HISTORY     - 2003     MONUMENTED       WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0912 ***********************************************************************
 NJ0912  DESIGNATION -  CLIFTON RESET
 NJ0912  PID         -  NJ0912
 NJ0912  STATE/COUNTY-  WI/GRANT
 NJ0912  USGS QUAD   -  STITZER (1962)
 NJ0912
 NJ0912                         *CURRENT SURVEY CONTROL
 NJ0912  ___________________________________________________________________
 NJ0912* NAD 83(1991)-  42 52 36.06181(N)    090 30 23.91964(W)     ADJUSTED  
 NJ0912* NAVD 88     -       344.     (meters)    1129.     (feet)  SCALED    
 NJ0912  ___________________________________________________________________
 NJ0912  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 NJ0912  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 NJ0912
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0912
 NJ0912.The geoid height was determined by GEOID03.
 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     -   0.99995123  x   0.99997418  =   0.99992541
 NJ0912!UTM  15      -   0.99995123  x   1.00011020  =   1.00006142
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0912.See file dsdata.txt to determine how the superseded data were derived.
 NJ0912
 NJ0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH0364050137(NAD 83)
 NJ0912_MARKER: DS = TRIANGULATION STATION DISK
 NJ0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 DH4975 ***********************************************************************
 DH4975  DESIGNATION -  CLIFTON SW
 DH4975  PID         -  DH4975
 DH4975  STATE/COUNTY-  WI/MONROE
 DH4975  USGS QUAD   -  KENDALL WEST (1983)
 DH4975
 DH4975                         *CURRENT SURVEY CONTROL
 DH4975  ___________________________________________________________________
 DH4975* NAD 83(1997)-  43 49 12.54726(N)    090 25 36.65419(W)     ADJUSTED  
 DH4975* NAVD 88     -                                                        
 DH4975  ___________________________________________________________________
 DH4975  X           -     -34,340.921 (meters)                     COMP
 DH4975  Y           -  -4,609,490.181 (meters)                     COMP
 DH4975  Z           -   4,393,966.836 (meters)                     COMP
 DH4975  LAPLACE CORR-          -7.35  (seconds)                    DEFLEC99
 DH4975  ELLIP HEIGHT-         392.19  (meters)          (08/01/05) GPS OBS
 DH4975  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 DH4975
 DH4975  HORZ ORDER  -  B
 DH4975  ELLP ORDER  -  FOURTH    CLASS I
 DH4975
 DH4975.The horizontal coordinates were established by GPS observations
 DH4975.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH4975
 DH4975
 DH4975.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4975
 DH4975.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4975
 DH4975.The ellipsoidal height was determined by GPS observations
 DH4975.and is referenced to NAD 83.
 DH4975
 DH4975.The geoid height was determined by GEOID03.
 DH4975
 DH4975;                    North         East     Units Scale Factor Converg.
 DH4975;SPC WI S     -   202,292.525   565,662.419   MT  0.99995924   -0 17 35.8
 DH4975;SPC WI S     -   663,688.06  1,855,844.12   sFT  0.99995924   -0 17 35.8
 DH4975;UTM  15      - 4,855,116.173   706,925.260   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                          SUPERSEDED SURVEY CONTROL
 DH4975
 DH4975.No superseded survey control is available for this station.
 DH4975
 DH4975_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0692555116(NAD 83)
 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 - December 28, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1272 ***********************************************************************
 NH1272  DESIGNATION -  CLINTON
 NH1272  PID         -  NH1272
 NH1272  STATE/COUNTY-  WI/ROCK
 NH1272  USGS QUAD   -  CLINTON (1976)
 NH1272
 NH1272                         *CURRENT SURVEY CONTROL
 NH1272  ___________________________________________________________________
 NH1272* NAD 83(1991)-  42 33 01.83284(N)    088 52 05.77604(W)     ADJUSTED  
 NH1272* NAVD 88     -       291.     (meters)     955.     (feet)  SCALED    
 NH1272  ___________________________________________________________________
 NH1272  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 NH1272  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 NH1272
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1272
 NH1272.The geoid height was determined by GEOID03.
 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 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 IL E     -   653,389.578   256,065.092   MT  0.99999874   -0 21 42.3
 NH1272;SPC IL E     - 2,143,662.31    840,106.89   sFT  0.99999874   -0 21 42.3
 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     -   0.99995965  x   1.00004188  =   1.00000153
 NH1272!SPC IL W     -   0.99995965  x   1.00008103  =   1.00004068
 NH1272!SPC IL E     -   0.99995965  x   0.99999874  =   0.99995839
 NH1272!UTM  16      -   0.99995965  x   0.99988947  =   0.99984913
 NH1272
 NH1272|---------------------------------------------------------------------|
 NH1272| PID    Reference Object                     Distance      Geod. Az  |
 NH1272|                                                           dddmmss.s |
 NH1272| NH1268 CLINTON BOWMAN DAIRY CO STACK       251.131 METERS 04745     |
 NH1272| CI8391 CLINTON RM                            9.920 METERS 12522     |
 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
 NH1272.Superseded values are not recommended for survey control.
 NH1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1272.See file dsdata.txt to determine how the superseded data were derived.
 NH1272
 NH1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4661312593(NAD 83)
 NH1272_MARKER: DS = TRIANGULATION STATION DISK
 NH1272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 NH1268 ***********************************************************************
 NH1268  DESIGNATION -  CLINTON BOWMAN DAIRY CO STACK
 NH1268  PID         -  NH1268
 NH1268  STATE/COUNTY-  WI/ROCK
 NH1268  USGS QUAD   -  CLINTON (1976)
 NH1268
 NH1268                         *CURRENT SURVEY CONTROL
 NH1268  ___________________________________________________________________
 NH1268* NAD 83(1991)-  42 33 07.30509(N)    088 51 57.62816(W)     ADJUSTED  
 NH1268* NAVD 88     -                                                        
 NH1268  ___________________________________________________________________
 NH1268  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 NH1268  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 NH1268
 NH1268  HORZ ORDER  -  THIRD
 NH1268
 NH1268.The horizontal coordinates were established by classical geodetic methods
 NH1268.and adjusted by the National Geodetic Survey in November 1991..
 NH1268
 NH1268
 NH1268.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1268
 NH1268.The geoid height was determined by GEOID03.
 NH1268
 NH1268;                    North         East     Units Scale Factor Converg.
 NH1268;SPC WI S     -    61,959.759   693,136.711   MT  1.00004149   +0 46 45.0
 NH1268;SPC WI S     -   203,279.64  2,274,066.03   sFT  1.00004149   +0 46 45.0
 NH1268;SPC IL E     -   653,557.259   256,252.041   MT  0.99999854   -0 21 36.8
 NH1268;SPC IL E     - 2,144,212.44    840,720.24   sFT  0.99999854   -0 21 36.8
 NH1268;SPC IL W     -   654,217.624   806,818.706   MT  1.00008151   +0 52 46.8
 NH1268;SPC IL W     - 2,146,378.99  2,647,037.70   sFT  1.00008151   +0 52 46.8
 NH1268;UTM  16      - 4,712,757.712   346,802.172   MT  0.99988876   -1 15 43.7
 NH1268
 NH1268                          SUPERSEDED SURVEY CONTROL
 NH1268
 NH1268  NAD 83(1986)-  42 33 07.30174(N)    088 51 57.63306(W) AD(       ) 4
 NH1268  NAD 27      -  42 33 07.25000(N)    088 51 57.24700(W) AD(       ) 3
 NH1268
 NH1268.Superseded values are not recommended for survey control.
 NH1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1268.See file dsdata.txt to determine how the superseded data were derived.
 NH1268
 NH1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4680212758(NAD 83)
 NH1268_MARKER: 63 = STACK
 NH1268
 NH1268  HISTORY     - Date     Condition        Report By
 NH1268  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1268  HISTORY     - 19950708 MARK NOT FOUND   USPSQD
 NH1268  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH1268
 NH1268                          STATION DESCRIPTION
 NH1268
 NH1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1268'THIS STATION IS THE STACK AT THE BOWMAN DAIRY COMPANY, IN
 NH1268'THE SOUTHERN PART OF THE TOWN OF CLINTON, WISCONSIN.  IT
 NH1268'IS LOCATED ABOUT 0.15 MILE SOUTH OF THE C.M. AND ST. P.R.R.,
 NH1268'AND ABOUT 120 FEET WEST OF CHURCH STREET (WISCONSIN ROUTE
 NH1268'140).  THE STACK WAS ERECTED IN 1918.  IT IS FAIRLY PROMINENT.
 NH1268'
 NH1268'THE STACK IS ON THE SOUTH SIDE OF THE NORTH BUILDING.  IT
 NH1268'IS A YELLOW BRICK STRUCTURE ABOUT 12 FEET IN DIAMETER AT
 NH1268'THE BASE, ABOUT 7 FEET IN DIAMETER AT THE TOP, AND ABOUT 140
 NH1268'FEET HIGH.  IT HAS RED TILE INLAID DESIGNS NEAR THE TOP AND
 NH1268'A COLLAR AT THE TOP.
 NH1268'
 NH1268'THIS POINT IS BELIEVED TO BE THE POINT OF THE SAME NAME AS
 NH1268'WAS LOCATED ON THE LINE OF PRECISE TRAVERSE FROM RACINE,
 NH1268'WISCONSIN TO VANDALIA, ILLINOIS IN 1920.
 NH1268
 NH1268                          STATION RECOVERY (1995)
 NH1268
 NH1268'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1268'MARK NOT FOUND.
 NH1268
 NH1268                          STATION RECOVERY (2001)
 NH1268
 NH1268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1268'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5151 ***********************************************************************
 DH5151  DESIGNATION -  CLINTON C GPS
 DH5151  PID         -  DH5151
 DH5151  STATE/COUNTY-  WI/VERNON
 DH5151  USGS QUAD   -  DELL (1983)
 DH5151
 DH5151                         *CURRENT SURVEY CONTROL
 DH5151  ___________________________________________________________________
 DH5151* NAD 83(1997)-  43 41 47.26301(N)    090 42 59.29160(W)     ADJUSTED  
 DH5151* NAVD 88     -                                                        
 DH5151  ___________________________________________________________________
 DH5151  X           -     -57,759.201 (meters)                     COMP
 DH5151  Y           -  -4,618,736.915 (meters)                     COMP
 DH5151  Z           -   4,384,015.899 (meters)                     COMP
 DH5151  LAPLACE CORR-          -5.98  (seconds)                    DEFLEC99
 DH5151  ELLIP HEIGHT-         356.97  (meters)          (08/01/05) GPS OBS
 DH5151  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 DH5151
 DH5151  HORZ ORDER  -  FIRST
 DH5151  ELLP ORDER  -  SECOND    CLASS I
 DH5151
 DH5151.The horizontal coordinates were established by GPS observations
 DH5151.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5151
 DH5151
 DH5151.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5151
 DH5151.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5151
 DH5151.The ellipsoidal height was determined by GPS observations
 DH5151.and is referenced to NAD 83.
 DH5151
 DH5151.The geoid height was determined by GEOID03.
 DH5151
 DH5151;                    North         East     Units Scale Factor Converg.
 DH5151;SPC WI S     -   188,710.514   542,246.363   MT  0.99994580   -0 29 32.2
 DH5151;SPC WI S     -   619,127.74  1,779,019.94   sFT  0.99994580   -0 29 32.2
 DH5151;UTM  15      - 4,840,694.382   684,013.077   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                          SUPERSEDED SURVEY CONTROL
 DH5151
 DH5151.No superseded survey control is available for this station.
 DH5151
 DH5151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ8401340694(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5151+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5151
 DH5151  HISTORY     - Date     Condition        Report By
 DH5151  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 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  USGS QUAD   -  CLINTON (1976)
 DG4843
 DG4843                         *CURRENT SURVEY CONTROL
 DG4843  ___________________________________________________________________
 DG4843* NAD 83(1997)-  42 33 17.82566(N)    088 46 36.17076(W)     ADJUSTED  
 DG4843* NAVD 88     -       289.08   (meters)     948.4    (feet)  GPS OBS   
 DG4843  ___________________________________________________________________
 DG4843  X           -     100,461.181 (meters)                     COMP
 DG4843  Y           -  -4,704,645.952 (meters)                     COMP
 DG4843  Z           -   4,291,385.930 (meters)                     COMP
 DG4843  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 DG4843  ELLIP HEIGHT-         255.33  (meters)          (04/02/04) GPS OBS
 DG4843  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 DG4843
 DG4843  HORZ ORDER  -  FIRST
 DG4843  ELLP ORDER  -  FOURTH    CLASS I
 DG4843
 DG4843.The horizontal coordinates were established by GPS observations
 DG4843.and adjusted by the WI DEPT OF TRANSP in April 2004..
 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.Photographs are available 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 DEFLEC99 derived deflections.
 DG4843
 DG4843.The ellipsoidal height was determined by GPS observations
 DG4843.and is referenced to NAD 83.
 DG4843
 DG4843.The geoid height was determined by GEOID03.
 DG4843
 DG4843;                    North         East     Units Scale Factor Converg.
 DG4843;SPC WI S     -    62,388.027   700,465.288   MT  1.00004074   +0 50 25.9
 DG4843;SPC WI S     -   204,684.72  2,298,109.87   sFT  1.00004074   +0 50 25.9
 DG4843;UTM  16      - 4,712,924.571   354,140.136   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  =   0.99982172
 DG4843
 DG4843                          SUPERSEDED SURVEY CONTROL
 DG4843
 DG4843.No superseded survey control is available for this station.
 DG4843
 DG4843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5414012925(NAD 83)
 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 - 2001
 DG4843
 DG4843  HISTORY     - Date     Condition        Report By
 DG4843  HISTORY     - 2001     MONUMENTED       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'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4844 ***********************************************************************
 DG4844  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4844  DESIGNATION -  CLINTON GPS
 DG4844  PID         -  DG4844
 DG4844  STATE/COUNTY-  WI/ROCK
 DG4844  USGS QUAD   -  CLINTON (1976)
 DG4844
 DG4844                         *CURRENT SURVEY CONTROL
 DG4844  ___________________________________________________________________
 DG4844* NAD 83(1997)-  42 30 24.49129(N)    088 49 20.28518(W)     ADJUSTED  
 DG4844* NAVD 88     -       288.87   (meters)     947.7    (feet)  GPS OBS   
 DG4844  ___________________________________________________________________
 DG4844  X           -      96,792.213 (meters)                     COMP
 DG4844  Y           -  -4,708,339.178 (meters)                     COMP
 DG4844  Z           -   4,287,444.283 (meters)                     COMP
 DG4844  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 DG4844  ELLIP HEIGHT-         255.17  (meters)          (04/02/04) GPS OBS
 DG4844  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 DG4844
 DG4844  HORZ ORDER  -  FIRST
 DG4844  ELLP ORDER  -  FOURTH    CLASS I
 DG4844
 DG4844.The horizontal coordinates were established by GPS observations
 DG4844.and adjusted by the WI DEPT OF TRANSP in April 2004..
 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.Photographs are available 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 DEFLEC99 derived deflections.
 DG4844
 DG4844.The ellipsoidal height was determined by GPS observations
 DG4844.and is referenced to NAD 83.
 DG4844
 DG4844.The geoid height was determined by GEOID03.
 DG4844
 DG4844;                    North         East     Units Scale Factor Converg.
 DG4844;SPC WI S     -    56,985.907   696,797.111   MT  1.00005337   +0 48 33.1
 DG4844;SPC WI S     -   186,961.26  2,286,075.19   sFT  1.00005337   +0 48 33.1
 DG4844;UTM  16      - 4,707,657.493   350,282.531   MT  0.99987579   -1 13 53.5
 DG4844
 DG4844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4844!SPC WI S     -   0.99995998  x   1.00005337  =   1.00001335
 DG4844!UTM  16      -   0.99995998  x   0.99987579  =   0.99983578
 DG4844
 DG4844                          SUPERSEDED SURVEY CONTROL
 DG4844
 DG4844.No superseded survey control is available for this station.
 DG4844
 DG4844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5028307657(NAD 83)
 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 - 2001
 DG4844
 DG4844  HISTORY     - Date     Condition        Report By
 DG4844  HISTORY     - 1992     MONUMENTED       WI-105
 DG4844  HISTORY     - 2001     GOOD             WIDT
 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'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1273 ***********************************************************************
 NH1273  DESIGNATION -  CLINTON MUNICIPAL TANK
 NH1273  PID         -  NH1273
 NH1273  STATE/COUNTY-  WI/ROCK
 NH1273  USGS QUAD   -  CLINTON (1976)
 NH1273
 NH1273                         *CURRENT SURVEY CONTROL
 NH1273  ___________________________________________________________________
 NH1273* NAD 83(1991)-  42 33 39.54606(N)    088 51 48.98099(W)     ADJUSTED  
 NH1273* NAVD 88     -                                                        
 NH1273  ___________________________________________________________________
 NH1273  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 NH1273  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 NH1273
 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
 NH1273.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1273
 NH1273.The geoid height was determined by GEOID03.
 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 IL E     -   654,550.850   256,455.542   MT  0.99999832   -0 21 31.2
 NH1273;SPC IL E     - 2,147,472.25    841,387.89   sFT  0.99999832   -0 21 31.2
 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;UTM  16      - 4,713,747.867   347,021.264   MT  0.99988793   -1 15 38.7
 NH1273
 NH1273                          SUPERSEDED SURVEY CONTROL
 NH1273
 NH1273  NAD 83(1986)-  42 33 39.54264(N)    088 51 48.98540(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1273.See file dsdata.txt to determine how the superseded data were derived.
 NH1273
 NH1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4702113748(NAD 83)
 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 = OCTOBER  7, 2006
 DG4845 ***********************************************************************
 DG4845  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4845  DESIGNATION -  CLINTON N GPS
 DG4845  PID         -  DG4845
 DG4845  STATE/COUNTY-  WI/ROCK
 DG4845  USGS QUAD   -  CLINTON (1976)
 DG4845
 DG4845                         *CURRENT SURVEY CONTROL
 DG4845  ___________________________________________________________________
 DG4845* NAD 83(1997)-  42 33 58.06530(N)    088 51 34.77147(W)     ADJUSTED  
 DG4845* NAVD 88     -       295.39   (meters)     969.1    (feet)  GPS OBS   
 DG4845  ___________________________________________________________________
 DG4845  X           -      93,633.743 (meters)                     COMP
 DG4845  Y           -  -4,703,951.435 (meters)                     COMP
 DG4845  Z           -   4,292,304.819 (meters)                     COMP
 DG4845  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 DG4845  ELLIP HEIGHT-         261.67  (meters)          (04/02/04) GPS OBS
 DG4845  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 DG4845
 DG4845  HORZ ORDER  -  FIRST
 DG4845  ELLP ORDER  -  FOURTH    CLASS I
 DG4845
 DG4845.The horizontal coordinates were established by GPS observations
 DG4845.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4845
 DG4845.The orthometric height was determined by GPS observations and a
 DG4845.high-resolution geoid model using precise GPS observation and
 DG4845.processing techniques.
 DG4845
 DG4845.Photographs are available 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 DEFLEC99 derived deflections.
 DG4845
 DG4845.The ellipsoidal height was determined by GPS observations
 DG4845.and is referenced to NAD 83.
 DG4845
 DG4845.The geoid height was determined by GEOID03.
 DG4845
 DG4845;                    North         East     Units Scale Factor Converg.
 DG4845;SPC WI S     -    63,533.079   693,636.720   MT  1.00003791   +0 47 00.7
 DG4845;SPC WI S     -   208,441.44  2,275,706.47   sFT  1.00003791   +0 47 00.7
 DG4845;UTM  16      - 4,714,311.984   347,357.826   MT  0.99988667   -1 15 29.5
 DG4845
 DG4845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4845!SPC WI S     -   0.99995896  x   1.00003791  =   0.99999687
 DG4845!UTM  16      -   0.99995896  x   0.99988667  =   0.99984564
 DG4845
 DG4845                          SUPERSEDED SURVEY CONTROL
 DG4845
 DG4845.No superseded survey control is available for this station.
 DG4845
 DG4845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4735814312(NAD 83)
 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 - 2001
 DG4845
 DG4845  HISTORY     - Date     Condition        Report By
 DG4845  HISTORY     - 2001     MONUMENTED       WIDT
 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'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5155 ***********************************************************************
 DH5155  DESIGNATION -  CLINTON S GPS
 DH5155  PID         -  DH5155
 DH5155  STATE/COUNTY-  WI/VERNON
 DH5155  USGS QUAD   -  DELL (1983)
 DH5155
 DH5155                         *CURRENT SURVEY CONTROL
 DH5155  ___________________________________________________________________
 DH5155* NAD 83(1997)-  43 38 37.84790(N)    090 42 02.23063(W)     ADJUSTED  
 DH5155* NAVD 88     -                                                        
 DH5155  ___________________________________________________________________
 DH5155  X           -     -56,530.877 (meters)                     COMP
 DH5155  Y           -  -4,622,792.667 (meters)                     COMP
 DH5155  Z           -   4,379,790.454 (meters)                     COMP
 DH5155  LAPLACE CORR-          -6.56  (seconds)                    DEFLEC99
 DH5155  ELLIP HEIGHT-         361.70  (meters)          (08/01/05) GPS OBS
 DH5155  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 DH5155
 DH5155  HORZ ORDER  -  FIRST
 DH5155  ELLP ORDER  -  SECOND    CLASS I
 DH5155
 DH5155.The horizontal coordinates were established by GPS observations
 DH5155.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5155
 DH5155
 DH5155.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5155
 DH5155.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5155
 DH5155.The ellipsoidal height was determined by GPS observations
 DH5155.and is referenced to NAD 83.
 DH5155
 DH5155.The geoid height was determined by GEOID03.
 DH5155
 DH5155;                    North         East     Units Scale Factor Converg.
 DH5155;SPC WI S     -   182,854.328   543,474.887   MT  0.99994149   -0 28 53.0
 DH5155;SPC WI S     -   599,914.57  1,783,050.53   sFT  0.99994149   -0 28 53.0
 DH5155;UTM  15      - 4,834,885.938   685,452.392   MT  1.00002305   +1 35 14.7
 DH5155
 DH5155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5155!SPC WI S     -   0.99994328  x   0.99994149  =   0.99988478
 DH5155!UTM  15      -   0.99994328  x   1.00002305  =   0.99996633
 DH5155
 DH5155                          SUPERSEDED SURVEY CONTROL
 DH5155
 DH5155.No superseded survey control is available for this station.
 DH5155
 DH5155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ8545234886(NAD 83)
 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 - 2003
 DH5155
 DH5155  HISTORY     - Date     Condition        Report By
 DH5155  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1344 ***********************************************************************
 PN1344  SACS        -  This is a Secondary Airport Control Station.
 PN1344  DESIGNATION -  CLINTONVILLE GPS
 PN1344  PID         -  PN1344
 PN1344  STATE/COUNTY-  WI/WAUPACA
 PN1344  USGS QUAD   -  BEAR CREEK (1992)
 PN1344
 PN1344                         *CURRENT SURVEY CONTROL
 PN1344  ___________________________________________________________________
 PN1344* NAD 83(1997)-  44 37 07.61447(N)    088 44 10.22704(W)     ADJUSTED  
 PN1344* NAVD 88     -       249.2    (meters)     818.     (feet)  VERTCON   
 PN1344  ___________________________________________________________________
 PN1344  X           -     100,302.436 (meters)                     COMP
 PN1344  Y           -  -4,546,492.151 (meters)                     COMP
 PN1344  Z           -   4,457,442.602 (meters)                     COMP
 PN1344  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 PN1344  ELLIP HEIGHT-         212.88  (meters)          (05/03/99) GPS OBS
 PN1344  GEOID HEIGHT-         -36.27  (meters)                     GEOID03
 PN1344
 PN1344  HORZ ORDER  -  B
 PN1344  ELLP ORDER  -  THIRD     CLASS II
 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 May 1999..
 PN1344
 PN1344.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1344
 PN1344.GPS derived orthometric heights for airport stations designated as
 PN1344.PACS or SACS are published to 2 decimal places.  This maintains
 PN1344.centimeter relative accuracy between the PACS and SACS.  It does
 PN1344.not indicate centimeter accuracy relative to other marks which are
 PN1344.part of the NAVD 88 network.
 PN1344
 PN1344.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PN1344
 PN1344.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1344
 PN1344.The ellipsoidal height was determined by GPS observations
 PN1344.and is referenced to NAD 83.
 PN1344
 PN1344.The geoid height was determined by GEOID03.
 PN1344
 PN1344;                    North         East     Units Scale Factor Converg.
 PN1344;SPC WI C     -    88,057.998   700,298.238   MT  0.99995074   +0 53 30.2
 PN1344;SPC WI C     -   288,903.62  2,297,561.80   sFT  0.99995074   +0 53 30.2
 PN1344;UTM  16      - 4,942,069.362   362,258.270   MT  0.99983332   -1 13 10.8
 PN1344
 PN1344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1344!SPC WI C     -   0.99996662  x   0.99995074  =   0.99991736
 PN1344!UTM  16      -   0.99996662  x   0.99983332  =   0.99979995
 PN1344
 PN1344:                Primary Azimuth Mark                     Grid Az
 PN1344:SPC WI C     -  CLINTONVILLE GPS AZ MK                   130 46 06.3
 PN1344:UTM  16      -  CLINTONVILLE GPS AZ MK                   132 52 47.3
 PN1344
 PN1344|---------------------------------------------------------------------|
 PN1344| PID    Reference Object                     Distance      Geod. Az  |
 PN1344|                                                           dddmmss.s |
 PN1344| PN1351 CLINTONVILLE GPS AZ MK              APPROX. 0.5 KM 1313936.5 |
 PN1344|---------------------------------------------------------------------|
 PN1344
 PN1344                          SUPERSEDED SURVEY CONTROL
 PN1344
 PN1344  NAD 83(1991)-  44 37 07.61361(N)    088 44 10.22579(W) AD(       ) B
 PN1344  ELLIP H (06/11/91)  212.96   (m)                       GP(       ) 4 1
 PN1344  NGVD 29 (06/11/91)  249.2    (m)          818.     (f) GPS OBS        
 PN1344
 PN1344.Superseded values are not recommended for survey control.
 PN1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1344.See file dsdata.txt to determine how the superseded data were derived.
 PN1344
 PN1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6225842069(NAD 83)
 PN1344_MARKER: DH = HORIZONTAL CONTROL DISK
 PN1344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1344_SP_SET: CONCRETE POST
 PN1344_STAMPING: CLINTONVILLE GPS
 PN1344_MARK LOGO: NGS   
 PN1344_PROJECTION: FLUSH
 PN1344_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN1344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1344+STABILITY: SURFACE MOTION
 PN1344_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN1344+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2002
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AH5306 ***********************************************************************
 AH5306  PACS        -  This is a Primary Airport Control Station.
 AH5306  DESIGNATION -  CLINTONVILLE GPS 2
 AH5306  PID         -  AH5306
 AH5306  STATE/COUNTY-  WI/WAUPACA
 AH5306  USGS QUAD   -  BEAR CREEK (1992)
 AH5306
 AH5306                         *CURRENT SURVEY CONTROL
 AH5306  ___________________________________________________________________
 AH5306* NAD 83(1997)-  44 37 04.64180(N)    088 44 08.76082(W)     ADJUSTED  
 AH5306* NAVD 88     -       248.90   (meters)     816.6    (feet)  GPS OBS   
 AH5306  ___________________________________________________________________
 AH5306  X           -     100,336.171 (meters)                     COMP
 AH5306  Y           -  -4,546,555.633 (meters)                     COMP
 AH5306  Z           -   4,457,377.046 (meters)                     COMP
 AH5306  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AH5306  ELLIP HEIGHT-         212.54  (meters)          (04/28/99) GPS OBS
 AH5306  GEOID HEIGHT-         -36.28  (meters)                     GEOID03
 AH5306
 AH5306  HORZ ORDER  -  A
 AH5306  ELLP ORDER  -  THIRD     CLASS I
 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 April 1999..
 AH5306
 AH5306.The orthometric height was determined by GPS observations and a
 AH5306.high-resolution geoid model.
 AH5306
 AH5306.GPS derived orthometric heights for airport stations designated as
 AH5306.PACS or SACS are published to 2 decimal places.  This maintains
 AH5306.centimeter relative accuracy between the PACS and SACS.  It does
 AH5306.not indicate centimeter accuracy relative to other marks which are
 AH5306.part of the NAVD 88 network.
 AH5306
 AH5306.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH5306
 AH5306.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5306
 AH5306.The ellipsoidal height was determined by GPS observations
 AH5306.and is referenced to NAD 83.
 AH5306
 AH5306.The geoid height was determined by GEOID03.
 AH5306
 AH5306;                    North         East     Units Scale Factor Converg.
 AH5306;SPC WI C     -    87,966.757   700,331.986   MT  0.99995081   +0 53 31.2
 AH5306;SPC WI C     -   288,604.27  2,297,672.52   sFT  0.99995081   +0 53 31.2
 AH5306;UTM  16      - 4,941,976.950   362,288.630   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  =   0.99979989
 AH5306
 AH5306                          SUPERSEDED SURVEY CONTROL
 AH5306
 AH5306.No superseded survey control is available for this station.
 AH5306
 AH5306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6228941977(NAD 83)
 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: N = NO MAGNETIC MATERIAL
 AH5306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH5306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5306+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2005
 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
 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'
 AH5306
 AH5306                          STATION RECOVERY (2003)
 AH5306
 AH5306'RECOVERY NOTE BY WI HIGHWAY DEPT 2003 (TSS)
 AH5306'RECOVERED AS DESCRIBED.
 AH5306'
 AH5306
 AH5306                          STATION RECOVERY (2005)
 AH5306
 AH5306'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AH5306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1351 ***********************************************************************
 PN1351  DESIGNATION -  CLINTONVILLE GPS AZ MK
 PN1351  PID         -  PN1351
 PN1351  STATE/COUNTY-  WI/WAUPACA
 PN1351  USGS QUAD   -  BEAR CREEK (1992)
 PN1351
 PN1351                         *CURRENT SURVEY CONTROL
 PN1351  ___________________________________________________________________
 PN1351* NAD 83(1997)-  44 36 56.68228(N)    088 43 53.02496(W)     ADJUSTED  
 PN1351* NAVD 88     -       248.4    (meters)     815.     (feet)  VERTCON   
 PN1351  ___________________________________________________________________
 PN1351  X           -     100,686.840 (meters)                     COMP
 PN1351  Y           -  -4,546,720.210 (meters)                     COMP
 PN1351  Z           -   4,457,201.870 (meters)                     COMP
 PN1351  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 PN1351  ELLIP HEIGHT-         212.14  (meters)          (09/30/02) GPS OBS
 PN1351  GEOID HEIGHT-         -36.28  (meters)                     GEOID03
 PN1351
 PN1351  HORZ ORDER  -  FIRST
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 PN1351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1351
 PN1351.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PN1351
 PN1351.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1351
 PN1351.The ellipsoidal height was determined by GPS observations
 PN1351.and is referenced to NAD 83.
 PN1351
 PN1351.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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 3113948.5 |
 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)  212.20   (m)                       GP(       ) 4 1
 PN1351  NGVD 29 (08/19/91)  248.4    (m)          815.     (f) GPS OBS        
 PN1351
 PN1351.Superseded values are not recommended for survey control.
 PN1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1351.See file dsdata.txt to determine how the superseded data were derived.
 PN1351
 PN1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6263041724(NAD 83)
 PN1351_MARKER: DZ = AZIMUTH MARK DISK
 PN1351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1351_SP_SET: CONCRETE POST
 PN1351_STAMPING: CLINTONVILLE GPS 1989
 PN1351_MARK LOGO: NGS   
 PN1351_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN1351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1351+STABILITY: SURFACE MOTION
 PN1351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN1351+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2002
 PN1351
 PN1351  HISTORY     - Date     Condition        Report By
 PN1351  HISTORY     - 1989     MONUMENTED       WIDT
 PN1351  HISTORY     - 19900815 GOOD
 PN1351  HISTORY     - 20020418 GOOD             WIDT
 PN1351
 PN1351                          STATION DESCRIPTION
 PN1351
 PN1351'DESCRIBED BY WI DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0662 ***********************************************************************
 OM0662  DESIGNATION -  CLOUD RESET
 OM0662  PID         -  OM0662
 OM0662  STATE/COUNTY-  WI/FOND DU LAC
 OM0662  USGS QUAD   -  ST CLOUD (1992)
 OM0662
 OM0662                         *CURRENT SURVEY CONTROL
 OM0662  ___________________________________________________________________
 OM0662* NAD 83(1991)-  43 46 59.12012(N)    088 11 26.03818(W)     ADJUSTED  
 OM0662* NAVD 88     -       357.     (meters)    1171.     (feet)  SCALED    
 OM0662  ___________________________________________________________________
 OM0662  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 OM0662  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 OM0662
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0662
 OM0662.The geoid height was determined by GEOID03.
 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     -   0.99994960  x   0.99995472  =   0.99990432
 OM0662!UTM  16      -   0.99994960  x   0.99971288  =   0.99966250
 OM0662
 OM0662:                Primary Azimuth Mark                     Grid Az
 OM0662:SPC WI S     -  NEW HOLSTEIN MUNICIPAL TANK              021 34 32.6
 OM0662:UTM  16      -  NEW HOLSTEIN MUNICIPAL TANK              023 38 34.3
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0662.See file dsdata.txt to determine how the superseded data were derived.
 OM0662
 OM0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0420048470(NAD 83)
 OM0662_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0662
 OM0662  HISTORY     - Date     Condition        Report By
 OM0662  HISTORY     - 1953     MONUMENTED       CGS
 OM0662  HISTORY     - 1960     SEE DESCRIPTION  CGS
 OM0662  HISTORY     - 1974     SEE DESCRIPTION  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 = OCTOBER  7, 2006
 PN1069 ***********************************************************************
 PN1069  DESIGNATION -  CLOVER 1926
 PN1069  PID         -  PN1069
 PN1069  STATE/COUNTY-  WI/WAUPACA
 PN1069  USGS QUAD   -  SCANDINAVIA (1983)
 PN1069
 PN1069                         *CURRENT SURVEY CONTROL
 PN1069  ___________________________________________________________________
 PN1069* NAD 83(1991)-  44 27 15.06921(N)    089 08 59.98234(W)     ADJUSTED  
 PN1069* NAVD 88     -       291.     (meters)     955.     (feet)  SCALED    
 PN1069  ___________________________________________________________________
 PN1069  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 PN1069  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 PN1069
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1069
 PN1069.The geoid height was determined by GEOID03.
 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     -   0.99996006  x   0.99996766  =   0.99992772
 PN1069!UTM  16      -   0.99996006  x   0.99995984  =   0.99991990
 PN1069
 PN1069:                Primary Azimuth Mark                     Grid Az
 PN1069:SPC WI C     -  SCANDI 1926                              056 13 22.9
 PN1069:UTM  16      -  SCANDI 1926                              058 19 43.9
 PN1069
 PN1069|---------------------------------------------------------------------|
 PN1069| PID    Reference Object                     Distance      Geod. Az  |
 PN1069|                                                           dddmmss.s |
 PN1069| PN1070 SCANDI 1926                         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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1069.See file dsdata.txt to determine how the superseded data were derived.
 PN1069
 PN1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ2894624568(NAD 83)
 PN1069_MARKER: DS = TRIANGULATION STATION DISK
 PN1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1069_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 RM0860 ***********************************************************************
 RM0860  DESIGNATION -  CLOVERLAND
 RM0860  PID         -  RM0860
 RM0860  STATE/COUNTY-  WI/DOUGLAS
 RM0860  USGS QUAD   -  OULU (1984)
 RM0860
 RM0860                         *CURRENT SURVEY CONTROL
 RM0860  ___________________________________________________________________
 RM0860* NAD 83(1997)-  46 42 07.86471(N)    091 34 22.39562(W)     ADJUSTED  
 RM0860* NAVD 88     -       240.1    (meters)     788.     (feet)  GPS OBS   
 RM0860  ___________________________________________________________________
 RM0860  X           -    -120,279.492 (meters)                     COMP
 RM0860  Y           -  -4,380,335.657 (meters)                     COMP
 RM0860  Z           -   4,619,276.036 (meters)                     COMP
 RM0860  LAPLACE CORR-         -12.99  (seconds)                    DEFLEC99
 RM0860  ELLIP HEIGHT-         210.70  (meters)          (05/03/99) GPS OBS
 RM0860  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 RM0860
 RM0860  HORZ ORDER  -  B
 RM0860  ELLP ORDER  -  THIRD     CLASS II
 RM0860
 RM0860.The horizontal coordinates were established by GPS observations
 RM0860.and adjusted by the National Geodetic Survey in May 1999..
 RM0860.No horizontal observational check was made to the station.
 RM0860
 RM0860.The orthometric height was determined by GPS observations and a
 RM0860.high-resolution geoid model.
 RM0860
 RM0860.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RM0860
 RM0860.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0860
 RM0860.The ellipsoidal height was determined by GPS observations
 RM0860.and is referenced to NAD 83.
 RM0860
 RM0860.The geoid height was determined by GEOID03.
 RM0860
 RM0860;                    North         East     Units Scale Factor Converg.
 RM0860;SPC WI N     -   171,861.041   479,718.570   MT  0.99998885   -1 08 04.7
 RM0860;SPC WI N     -   563,847.43  1,573,876.68   sFT  0.99998885   -1 08 04.7
 RM0860;SPC MN N     -   123,632.163   916,793.509   MT  1.00009642   +1 07 54.9
 RM0860;UTM  15      - 5,173,058.789   609,097.778   MT  0.99974629   +1 02 19.5
 RM0860
 RM0860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0860!SPC WI N     -   0.99996697  x   0.99998885  =   0.99995582
 RM0860!SPC MN N     -   0.99996697  x   1.00009642  =   1.00006339
 RM0860!UTM  15      -   0.99996697  x   0.99974629  =   0.99971327
 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(1991)-  46 42 07.86465(N)    091 34 22.39382(W) AD(       ) B
 RM0860  ELLIP H (06/11/91)  210.68   (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)  239.9    (m)          787.     (f) GPS OBS        
 RM0860
 RM0860.Superseded values are not recommended for survey control.
 RM0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0860.See file dsdata.txt to determine how the superseded data were derived.
 RM0860
 RM0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM0909873059(NAD 83)
 RM0860_MARKER: DH = HORIZONTAL CONTROL DISK
 RM0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0860_SP_SET: SQUARE 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 - March 15, 1992
 RM0860
 RM0860  HISTORY     - Date     Condition        Report By
 RM0860  HISTORY     - 1952     MONUMENTED       NGS
 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
 RM0860                          STATION DESCRIPTION
 RM0860
 RM0860'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0742 ***********************************************************************
 RM0742  DESIGNATION -  CLUB
 RM0742  PID         -  RM0742
 RM0742  STATE/COUNTY-  WI/ASHLAND
 RM0742  USGS QUAD   -  ASHLAND WEST (1975)
 RM0742
 RM0742                         *CURRENT SURVEY CONTROL
 RM0742  ___________________________________________________________________
 RM0742* NAD 83(1991)-  46 34 27.71195(N)    090 54 59.09066(W)     ADJUSTED  
 RM0742* NAVD 88     -       209.     (meters)     686.     (feet)  SCALED    
 RM0742  ___________________________________________________________________
 RM0742  LAPLACE CORR-          -5.14  (seconds)                    DEFLEC99
 RM0742  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 RM0742
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0742
 RM0742.The geoid height was determined by GEOID03.
 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     -   0.99997218  x   0.99997051  =   0.99994269
 RM0742!UTM  15      -   0.99997218  x   0.99991333  =   0.99988551
 RM0742
 RM0742:                Primary Azimuth Mark                     Grid Az
 RM0742:SPC WI N     -  ASHLAND ABANDONED DISTILL STK            051 49 01.8
 RM0742:UTM  15      -  ASHLAND ABANDONED DISTILL STK            049 38 33.1
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0742.See file dsdata.txt to determine how the superseded data were derived.
 RM0742
 RM0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM5965759975(NAD 83)
 RM0742_MARKER: DS = TRIANGULATION STATION DISK
 RM0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 ON1039 ***********************************************************************
 ON1039  DESIGNATION -  CLYDE
 ON1039  PID         -  ON1039
 ON1039  STATE/COUNTY-  WI/IOWA
 ON1039  USGS QUAD   -  CLYDE (1983)
 ON1039
 ON1039                         *CURRENT SURVEY CONTROL
 ON1039  ___________________________________________________________________
 ON1039* NAD 83(1991)-  43 04 26.29512(N)    090 10 59.73316(W)     ADJUSTED  
 ON1039* NAVD 88     -       384.     (meters)    1260.     (feet)  SCALED    
 ON1039  ___________________________________________________________________
 ON1039  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 ON1039  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 ON1039
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1039
 ON1039.The geoid height was determined by GEOID03.
 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     -   0.99994509  x   0.99994877  =   0.99989387
 ON1039!UTM  15      -   0.99994509  x   1.00024696  =   1.00019204
 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 1272142.4 |
 ON1039| NJ0853 DODGEVILLE MUNICIPAL TOWER          APPROX.13.0 KM 1632158.4 |
 ON1039| CI8399 CLYDE RM 2                           17.467 METERS 19248     |
 ON1039| NJ0852 EDMUND CO HOSP AND HOME TANK        APPROX.13.4 KM 1954446.9 |
 ON1039| ON1055 HIGHLAND MUNICIPAL TANK             APPROX.16.4 KM 2574018.1 |
 ON1039| ON1053 HIGHLAND ST PHILLIPS CATH CH        APPROX.16.5 KM 2592100.7 |
 ON1039| ON1049 HIGHLAND RAD STA WHHI FM TOWER      APPROX.15.4 KM 2592857.3 |
 ON1039| ON1056 HIGHLAND ST ANTHONYS CATH CH        APPROX.16.3 KM 2594156.3 |
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1039.See file dsdata.txt to determine how the superseded data were derived.
 ON1039
 ON1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH2931972880(NAD 83)
 ON1039_MARKER: DS = TRIANGULATION STATION DISK
 ON1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 DH5280 ***********************************************************************
 DH5280  DESIGNATION -  CLYDE E GPS
 DH5280  PID         -  DH5280
 DH5280  STATE/COUNTY-  WI/IOWA
 DH5280  USGS QUAD   -  CLYDE (1983)
 DH5280
 DH5280                         *CURRENT SURVEY CONTROL
 DH5280  ___________________________________________________________________
 DH5280* NAD 83(1997)-  43 06 37.27062(N)    090 11 53.49745(W)     ADJUSTED  
 DH5280* NAVD 88     -                                                        
 DH5280  ___________________________________________________________________
 DH5280  X           -     -16,132.428 (meters)                     COMP
 DH5280  Y           -  -4,663,701.216 (meters)                     COMP
 DH5280  Z           -   4,336,595.882 (meters)                     COMP
 DH5280  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 DH5280  ELLIP HEIGHT-         199.19  (meters)          (08/01/05) GPS OBS
 DH5280  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 DH5280
 DH5280  HORZ ORDER  -  FIRST
 DH5280  ELLP ORDER  -  SECOND    CLASS I
 DH5280
 DH5280.The horizontal coordinates were established by GPS observations
 DH5280.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5280
 DH5280
 DH5280.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5280
 DH5280.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5280
 DH5280.The ellipsoidal height was determined by GPS observations
 DH5280.and is referenced to NAD 83.
 DH5280
 DH5280.The geoid height was determined by GEOID03.
 DH5280
 DH5280;                    North         East     Units Scale Factor Converg.
 DH5280;SPC WI S     -   123,368.619   583,868.939   MT  0.99994537   -0 08 10.2
 DH5280;SPC WI S     -   404,751.88  1,915,576.68   sFT  0.99994537   -0 08 10.2
 DH5280;UTM  15      - 4,776,880.231   727,967.624   MT  1.00023936   +1 54 56.1
 DH5280
 DH5280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5280!SPC WI S     -   0.99996876  x   0.99994537  =   0.99991414
 DH5280!UTM  15      -   0.99996876  x   1.00023936  =   1.00020812
 DH5280
 DH5280                          SUPERSEDED SURVEY CONTROL
 DH5280
 DH5280.No superseded survey control is available for this station.
 DH5280
 DH5280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH2796876880(NAD 83)
 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 - 2003
 DH5280
 DH5280  HISTORY     - Date     Condition        Report By
 DH5280  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5279 ***********************************************************************
 DH5279  DESIGNATION -  CLYDE GPS
 DH5279  PID         -  DH5279
 DH5279  STATE/COUNTY-  WI/IOWA
 DH5279  USGS QUAD   -  HIGHLAND EAST (1983)
 DH5279
 DH5279                         *CURRENT SURVEY CONTROL
 DH5279  ___________________________________________________________________
 DH5279* NAD 83(1997)-  43 05 16.54699(N)    090 15 06.49847(W)     ADJUSTED  
 DH5279* NAVD 88     -                                                        
 DH5279  ___________________________________________________________________
 DH5279  X           -     -20,503.681 (meters)                     COMP
 DH5279  Y           -  -4,665,380.694 (meters)                     COMP
 DH5279  Z           -   4,334,771.747 (meters)                     COMP
 DH5279  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 DH5279  ELLIP HEIGHT-         191.66  (meters)          (08/01/05) GPS OBS
 DH5279  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 DH5279
 DH5279  HORZ ORDER  -  FIRST
 DH5279  ELLP ORDER  -  SECOND    CLASS I
 DH5279
 DH5279.The horizontal coordinates were established by GPS observations
 DH5279.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5279
 DH5279
 DH5279.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5279
 DH5279.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5279
 DH5279.The ellipsoidal height was determined by GPS observations
 DH5279.and is referenced to NAD 83.
 DH5279
 DH5279.The geoid height was determined by GEOID03.
 DH5279
 DH5279;                    North         East     Units Scale Factor Converg.
 DH5279;SPC WI S     -   120,889.436   579,497.978   MT  0.99994742   -0 10 22.9
 DH5279;SPC WI S     -   396,618.09  1,901,236.28   sFT  0.99994742   -0 10 22.9
 DH5279;UTM  15      - 4,774,245.430   723,687.009   MT  1.00021557   +1 52 41.2
 DH5279
 DH5279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5279!SPC WI S     -   0.99996994  x   0.99994742  =   0.99991737
 DH5279!UTM  15      -   0.99996994  x   1.00021557  =   1.00018551
 DH5279
 DH5279                          SUPERSEDED SURVEY CONTROL
 DH5279
 DH5279.No superseded survey control is available for this station.
 DH5279
 DH5279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH2368774245(NAD 83)
 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 - 2003
 DH5279
 DH5279  HISTORY     - Date     Condition        Report By
 DH5279  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0842 ***********************************************************************
 OM0842  DESIGNATION -  CLYMAN
 OM0842  PID         -  OM0842
 OM0842  STATE/COUNTY-  WI/DODGE
 OM0842  USGS QUAD   -  CLYMAN (1980)
 OM0842
 OM0842                         *CURRENT SURVEY CONTROL
 OM0842  ___________________________________________________________________
 OM0842* NAD 83(1991)-  43 19 28.78712(N)    088 44 18.84507(W)     ADJUSTED  
 OM0842* NAVD 88     -       277.     (meters)     909.     (feet)  SCALED    
 OM0842  ___________________________________________________________________
 OM0842  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 OM0842  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 OM0842
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0842
 OM0842.The geoid height was determined by GEOID03.
 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     -   0.99996204  x   0.99993344  =   0.99989548
 OM0842!UTM  16      -   0.99996204  x   0.99984442  =   0.99980646
 OM0842
 OM0842:                Primary Azimuth Mark                     Grid Az
 OM0842:SPC WI S     -  CLYMAN AZ MK                             018 14 40.8
 OM0842:UTM  16      -  CLYMAN AZ MK                             020 18 16.1
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0842.See file dsdata.txt to determine how the superseded data were derived.
 OM0842
 OM0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5903998337(NAD 83)
 OM0842_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0842
 OM0842  HISTORY     - Date     Condition        Report By
 OM0842  HISTORY     - 1958     MONUMENTED       CGS
 OM0842  HISTORY     - 1973     SEE DESCRIPTION  WIDT
 OM0842  HISTORY     - 1974     SEE DESCRIPTION  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 = OCTOBER  7, 2006
 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  USGS QUAD   -  CLYMAN (1980)
 OM1348
 OM1348                         *CURRENT SURVEY CONTROL
 OM1348  ___________________________________________________________________
 OM1348* NAD 83(1997)-  43 20 28.36576(N)    088 40 29.47200(W)     ADJUSTED  
 OM1348* NAVD 88     -       264.32   (meters)     867.2    (feet)  GPS OBS   
 OM1348  ___________________________________________________________________
 OM1348  X           -     107,448.189 (meters)                     COMP
 OM1348  Y           -  -4,644,942.442 (meters)                     COMP
 OM1348  Z           -   4,355,305.832 (meters)                     COMP
 OM1348  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 OM1348  ELLIP HEIGHT-         229.49  (meters)          (04/02/04) GPS OBS
 OM1348  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 OM1348  OBS GRAVITY -     980,376.4   (mgal)                       GRAV_OBS
 OM1348
 OM1348  HORZ ORDER  -  FIRST
 OM1348  ELLP ORDER  -  FOURTH    CLASS I
 OM1348
 OM1348.The horizontal coordinates were established by GPS observations
 OM1348.and adjusted by the WI DEPT OF TRANSP in April 2004..
 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.Photographs are available 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 DEFLEC99 derived deflections.
 OM1348
 OM1348.The ellipsoidal height was determined by GPS observations
 OM1348.and is referenced to NAD 83.
 OM1348
 OM1348.The geoid height was determined by GEOID03.
 OM1348.The observed gravity was obtained from relative gravimeter ties
 OM1348.to the IGSN71 gravity network.
 OM1348
 OM1348;                    North         East     Units Scale Factor Converg.
 OM1348;SPC WI S     -   149,849.438   707,442.197   MT  0.99993309   +0 54 37.8
 OM1348;SPC WI S     -   491,631.03  2,320,999.94   sFT  0.99993309   +0 54 37.8
 OM1348;UTM  16      - 4,800,069.073   364,242.139   MT  0.99982671   -1 08 58.9
 OM1348
 OM1348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1348!SPC WI S     -   0.99996401  x   0.99993309  =   0.99989711
 OM1348!UTM  16      -   0.99996401  x   0.99982671  =   0.99979073
 OM1348
 OM1348                          SUPERSEDED SURVEY CONTROL
 OM1348
 OM1348.No superseded survey control is available for this station.
 OM1348
 OM1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6424200069(NAD 83)
 OM1348_MARKER: DD = SURVEY DISK
 OM1348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1348_SP_SET: CONCRETE POST
 OM1348_STAMPING: CLYMAN E GPS 1992
 OM1348_MARK LOGO: WI-027
 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 - 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1349 ***********************************************************************
 OM1349  DESIGNATION -  CLYMAN GPS
 OM1349  PID         -  OM1349
 OM1349  STATE/COUNTY-  WI/DODGE
 OM1349  USGS QUAD   -  REESEVILLE (1980)
 OM1349
 OM1349                         *CURRENT SURVEY CONTROL
 OM1349  ___________________________________________________________________
 OM1349* NAD 83(1997)-  43 19 13.43066(N)    088 45 33.59765(W)     ADJUSTED  
 OM1349* NAVD 88     -       260.     (meters)     853.     (feet)  SCALED    
 OM1349  ___________________________________________________________________
 OM1349  X           -     100,633.676 (meters)                     COMP
 OM1349  Y           -  -4,646,679.753 (meters)                     COMP
 OM1349  Z           -   4,353,621.099 (meters)                     COMP
 OM1349  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 OM1349  ELLIP HEIGHT-         225.84  (meters)          (08/01/05) GPS OBS
 OM1349  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 OM1349  OBS GRAVITY -     980,372.9   (mgal)                       GRAV_OBS
 OM1349
 OM1349  HORZ ORDER  -  FIRST
 OM1349  ELLP ORDER  -  SECOND    CLASS I
 OM1349
 OM1349.The horizontal coordinates were established by GPS observations
 OM1349.and adjusted by the WI DEPT OF TRANSP in August 2005..
 OM1349
 OM1349.The orthometric height was scaled from a topographic map.
 OM1349
 OM1349.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1349
 OM1349.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1349
 OM1349.The ellipsoidal height was determined by GPS observations
 OM1349.and is referenced to NAD 83.
 OM1349
 OM1349.The geoid height was determined by GEOID03.
 OM1349.The observed gravity was obtained from relative gravimeter ties
 OM1349.to the IGSN71 gravity network.
 OM1349
 OM1349;                    North         East     Units Scale Factor Converg.
 OM1349;SPC WI S     -   147,431.905   700,627.582   MT  0.99993354   +0 51 08.9
 OM1349;SPC WI S     -   483,699.51  2,298,642.33   sFT  0.99993354   +0 51 08.9
 OM1349;UTM  16      - 4,797,898.262   357,345.683   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  =   0.99981492
 OM1349
 OM1349                          SUPERSEDED SURVEY CONTROL
 OM1349
 OM1349.No superseded survey control is available for this station.
 OM1349
 OM1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5734697898(NAD 83)
 OM1349_MARKER: DD = SURVEY DISK
 OM1349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1349_SP_SET: CONCRETE POST
 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 - December 28, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0844 ***********************************************************************
 OM0844  DESIGNATION -  CLYMAN MUNICIPAL TANK
 OM0844  PID         -  OM0844
 OM0844  STATE/COUNTY-  WI/DODGE
 OM0844  USGS QUAD   -  CLYMAN (1980)
 OM0844
 OM0844                         *CURRENT SURVEY CONTROL
 OM0844  ___________________________________________________________________
 OM0844* NAD 83(1991)-  43 18 44.44567(N)    088 43 11.32666(W)     ADJUSTED  
 OM0844* NAVD 88     -                                                        
 OM0844  ___________________________________________________________________
 OM0844  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 OM0844  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 OM0844
 OM0844  HORZ ORDER  -  THIRD
 OM0844
 OM0844.The horizontal coordinates were established by classical geodetic methods
 OM0844.and adjusted by the National Geodetic Survey in November 1991..
 OM0844
 OM0844
 OM0844.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0844
 OM0844.The geoid height was determined by GEOID03.
 OM0844
 OM0844;                    North         East     Units Scale Factor Converg.
 OM0844;SPC WI S     -   146,586.019   703,846.416   MT  0.99993375   +0 52 46.6
 OM0844;SPC WI S     -   480,924.30  2,309,202.78   sFT  0.99993375   +0 52 46.6
 OM0844;UTM  16      - 4,796,937.325   360,531.754   MT  0.99983928   -1 10 47.8
 OM0844
 OM0844                          SUPERSEDED SURVEY CONTROL
 OM0844
 OM0844  NAD 83(1986)-  43 18 44.43790(N)    088 43 11.33321(W) AD(       ) 4
 OM0844  NAD 27      -  43 18 44.45500(N)    088 43 10.96600(W) AD(       ) 3
 OM0844
 OM0844.Superseded values are not recommended for survey control.
 OM0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0844.See file dsdata.txt to determine how the superseded data were derived.
 OM0844
 OM0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6053296937(NAD 83)
 OM0844
 OM0844  HISTORY     - Date     Condition        Report By
 OM0844  HISTORY     - 1958     MONUMENTED       CGS
 OM0844  HISTORY     - 19950819 MARK NOT FOUND   USPSQD
 OM0844  HISTORY     - 20021228 MARK NOT FOUND   USPSQD
 OM0844  HISTORY     - 20040319 MARK NOT FOUND   USPSQD
 OM0844
 OM0844                          STATION DESCRIPTION
 OM0844
 OM0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM0844'THE STATION IS THE CENTER OF THE BALL ATOP THE WATER TANK
 OM0844'LOCATED ABOUT 0.1 MILE SOUTH OF TERRITORIAL ROAD AND ABOUT 50
 OM0844'FEET EAST OF MAIN STREET IN THE VILLAGE OF CLYMAN.  IT IS
 OM0844'SUPPORTED BY A 4-LEGGED STEEL STRUCTURE.  OVERALL HEIGHT IS
 OM0844'APPROXIMATELY 90 FEET.  THE TANK AND SUPPORTING STRUCTURE
 OM0844'ARE PAINTED SILVER AND THE LEGEND CLYMAN IS ON THE WEST SIDE
 OM0844'IN LARGE BLACK LETTERS.
 OM0844
 OM0844                          STATION RECOVERY (1995)
 OM0844
 OM0844'RECOVERY NOTE BY US POWER SQUADRON 1995
 OM0844'MARK NOT FOUND.
 OM0844
 OM0844                          STATION RECOVERY (2002)
 OM0844
 OM0844'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0844'NOT FOUND. THE CITY WATER TANK HAS BEEN TAKEN DOWN.  A NEW TANK WAS
 OM0844'BUILT SOUTH OF TOWN IN 1993 AT COUNTY HIGHWAY CJ AND MAIN STREET.
 OM0844
 OM0844                          STATION RECOVERY (2004)
 OM0844
 OM0844'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 OM0844'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 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  USGS QUAD   -  CLYMAN (1980)
 OM1350
 OM1350                         *CURRENT SURVEY CONTROL
 OM1350  ___________________________________________________________________
 OM1350* NAD 83(1997)-  43 17 18.30241(N)    088 42 30.73804(W)     ADJUSTED  
 OM1350* NAVD 88     -       276.32   (meters)     906.6    (feet)  GPS OBS   
 OM1350  ___________________________________________________________________
 OM1350  X           -     104,808.233 (meters)                     COMP
 OM1350  Y           -  -4,649,036.492 (meters)                     COMP
 OM1350  Z           -   4,351,046.238 (meters)                     COMP
 OM1350  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 OM1350  ELLIP HEIGHT-         241.56  (meters)          (04/02/04) GPS OBS
 OM1350  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 OM1350  OBS GRAVITY -     980,367.2   (mgal)                       GRAV_OBS
 OM1350
 OM1350  HORZ ORDER  -  FIRST
 OM1350  ELLP ORDER  -  FOURTH    CLASS I
 OM1350
 OM1350.The horizontal coordinates were established by GPS observations
 OM1350.and adjusted by the WI DEPT OF TRANSP in April 2004..
 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.Photographs are available 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 DEFLEC99 derived deflections.
 OM1350
 OM1350.The ellipsoidal height was determined by GPS observations
 OM1350.and is referenced to NAD 83.
 OM1350
 OM1350.The geoid height was determined by GEOID03.
 OM1350.The observed gravity was obtained from relative gravimeter ties
 OM1350.to the IGSN71 gravity network.
 OM1350
 OM1350;                    North         East     Units Scale Factor Converg.
 OM1350;SPC WI S     -   143,942.173   704,802.087   MT  0.99993448   +0 53 14.5
 OM1350;SPC WI S     -   472,250.28  2,312,338.18   sFT  0.99993448   +0 53 14.5
 OM1350;UTM  16      - 4,794,261.102   361,391.722   MT  0.99983634   -1 10 18.1
 OM1350
 OM1350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1350!SPC WI S     -   0.99996212  x   0.99993448  =   0.99989660
 OM1350!UTM  16      -   0.99996212  x   0.99983634  =   0.99979847
 OM1350
 OM1350                          SUPERSEDED SURVEY CONTROL
 OM1350
 OM1350.No superseded survey control is available for this station.
 OM1350
 OM1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6139294261(NAD 83)
 OM1350_MARKER: DD = SURVEY DISK
 OM1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1350_SP_SET: CONCRETE POST
 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 - 2004
 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
 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'
 OM1350
 OM1350                          STATION RECOVERY (2004)
 OM1350
 OM1350'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 OM1350'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0841 ***********************************************************************
 OM0841  DESIGNATION -  CLYMAN ST JOHNS CATH CH SPIRE
 OM0841  PID         -  OM0841
 OM0841  STATE/COUNTY-  WI/DODGE
 OM0841  USGS QUAD   -  CLYMAN (1980)
 OM0841
 OM0841                         *CURRENT SURVEY CONTROL
 OM0841  ___________________________________________________________________
 OM0841* NAD 83(1991)-  43 18 49.11233(N)    088 43 20.80192(W)     ADJUSTED  
 OM0841* NAVD 88     -                                                        
 OM0841  ___________________________________________________________________
 OM0841  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 OM0841  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 OM0841
 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
 OM0841.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0841
 OM0841.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 OM0841
 OM0841  NAD 83(1986)-  43 18 49.10461(N)    088 43 20.80844(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0841.See file dsdata.txt to determine how the superseded data were derived.
 OM0841
 OM0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6032197086(NAD 83)
 OM0841
 OM0841  HISTORY     - Date     Condition        Report By
 OM0841  HISTORY     - 1958     MONUMENTED       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 = OCTOBER  7, 2006
 OM0843 ***********************************************************************
 OM0843  DESIGNATION -  CLYMAN ZION EV LUTH CH SPIRE
 OM0843  PID         -  OM0843
 OM0843  STATE/COUNTY-  WI/DODGE
 OM0843  USGS QUAD   -  CLYMAN (1980)
 OM0843
 OM0843                         *CURRENT SURVEY CONTROL
 OM0843  ___________________________________________________________________
 OM0843* NAD 83(1991)-  43 18 49.76846(N)    088 43 13.20201(W)     ADJUSTED  
 OM0843* NAVD 88     -                                                        
 OM0843  ___________________________________________________________________
 OM0843  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 OM0843  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 OM0843
 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
 OM0843.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0843
 OM0843.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 OM0843
 OM0843  NAD 83(1986)-  43 18 49.76076(N)    088 43 13.20858(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0843.See file dsdata.txt to determine how the superseded data were derived.
 OM0843
 OM0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6049397102(NAD 83)
 OM0843
 OM0843  HISTORY     - Date     Condition        Report By
 OM0843  HISTORY     - 1958     MONUMENTED       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 = OCTOBER  7, 2006
 AH5307 ***********************************************************************
 AH5307  PACS        -  This is a Primary Airport Control Station.
 AH5307  DESIGNATION -  CMY A
 AH5307  PID         -  AH5307
 AH5307  STATE/COUNTY-  WI/MONROE
 AH5307  USGS QUAD   -  CITY ROCK (1983)
 AH5307
 AH5307                         *CURRENT SURVEY CONTROL
 AH5307  ___________________________________________________________________
 AH5307* NAD 83(1997)-  43 57 30.49831(N)    090 44 11.00670(W)     ADJUSTED  
 AH5307* NAVD 88     -       251.67   (meters)     825.7    (feet)  GPS OBS   
 AH5307  ___________________________________________________________________
 AH5307  X           -     -59,104.673 (meters)                     COMP
 AH5307  Y           -  -4,598,457.868 (meters)                     COMP
 AH5307  Z           -   4,404,922.795 (meters)                     COMP
 AH5307  LAPLACE CORR-          -6.45  (seconds)                    DEFLEC99
 AH5307  ELLIP HEIGHT-         218.37  (meters)          (04/28/99) GPS OBS
 AH5307  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 AH5307
 AH5307  HORZ ORDER  -  A
 AH5307  ELLP ORDER  -  THIRD     CLASS I
 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 April 1999..
 AH5307
 AH5307.The orthometric height was determined by GPS observations and a
 AH5307.high-resolution geoid model.
 AH5307
 AH5307.GPS derived orthometric heights for airport stations designated as
 AH5307.PACS or SACS are published to 2 decimal places.  This maintains
 AH5307.centimeter relative accuracy between the PACS and SACS.  It does
 AH5307.not indicate centimeter accuracy relative to other marks which are
 AH5307.part of the NAVD 88 network.
 AH5307
 AH5307.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH5307
 AH5307.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5307
 AH5307.The ellipsoidal height was determined by GPS observations
 AH5307.and is referenced to NAD 83.
 AH5307
 AH5307.The geoid height was determined by GEOID03.
 AH5307
 AH5307;                    North         East     Units Scale Factor Converg.
 AH5307;SPC WI S     -   217,833.849   540,897.681   MT  0.99997982   -0 30 21.5
 AH5307;SPC WI S     -   714,676.55  1,774,595.14   sFT  0.99997982   -0 30 21.5
 AH5307;UTM  15      - 4,869,751.283   681,611.187   MT  1.00000568   +1 34 18.1
 AH5307
 AH5307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5307!SPC WI S     -   0.99996576  x   0.99997982  =   0.99994558
 AH5307!UTM  15      -   0.99996576  x   1.00000568  =   0.99997144
 AH5307
 AH5307                          SUPERSEDED SURVEY CONTROL
 AH5307
 AH5307.No superseded survey control is available for this station.
 AH5307
 AH5307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ8161169751(NAD 83)
 AH5307_MARKER: I = METAL 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 - 1997
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0301 ***********************************************************************
 RM0301  DESIGNATION -  COBB
 RM0301  PID         -  RM0301
 RM0301  STATE/COUNTY-  WI/DOUGLAS
 RM0301  USGS QUAD   -  GORDON (1982)
 RM0301
 RM0301                         *CURRENT SURVEY CONTROL
 RM0301  ___________________________________________________________________
 RM0301* NAD 83(1991)-  46 12 24.58839(N)    091 46 35.51581(W)     ADJUSTED  
 RM0301* NAVD 88     -       330.257  (meters)    1083.52   (feet)  ADJUSTED  
 RM0301  ___________________________________________________________________
 RM0301  LAPLACE CORR-          -5.99  (seconds)                    DEFLEC99
 RM0301  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 RM0301  DYNAMIC HT  -         330.290 (meters)    1083.63  (feet)  COMP
 RM0301  MODELED GRAV-     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
 RM0301.and adjusted by the National Geodetic Survey in June 1991..
 RM0301
 RM0301.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0301
 RM0301.The geoid height was determined by GEOID03.
 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;                    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     -   0.99995247  x   0.99994558  =   0.99989806
 RM0301!UTM  15      -   0.99995247  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|---------------------------------------------------------------------|
 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  NGVD 29 (??/??/92)  330.306  (m)         1083.68   (f) ADJ UNCH    1 2
 RM0301
 RM0301.Superseded values are not recommended for survey control.
 RM0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0301.See file dsdata.txt to determine how the superseded data were derived.
 RM0301
 RM0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM9438217756(NAD 83)
 RM0301_MARKER: DS = TRIANGULATION STATION DISK
 RM0301_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RM0301_SP_SET: RAIL
 RM0301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RM0301
 RM0301  HISTORY     - Date     Condition        Report By
 RM0301  HISTORY     - 1921     MONUMENTED       CGS
 RM0301  HISTORY     - 1922     GOOD             NGS
 RM0301  HISTORY     - 1934     GOOD             NGS
 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 NATIONAL 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 NATIONAL GEODETIC SURVEY 1934
 RM0301'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0873 ***********************************************************************
 NJ0873  DESIGNATION -  COBB
 NJ0873  PID         -  NJ0873
 NJ0873  STATE/COUNTY-  WI/IOWA
 NJ0873  USGS QUAD   -  LINDEN (1952)
 NJ0873
 NJ0873                         *CURRENT SURVEY CONTROL
 NJ0873  ___________________________________________________________________
 NJ0873* NAD 83(1991)-  42 58 54.25658(N)    090 20 49.66493(W)     ADJUSTED  
 NJ0873* NAVD 88     -       373.     (meters)    1224.     (feet)  SCALED    
 NJ0873  ___________________________________________________________________
 NJ0873  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 NJ0873  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 NJ0873
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0873
 NJ0873.The geoid height was determined by GEOID03.
 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     -   0.99994675  x   0.99995919  =   0.99990595
 NJ0873!UTM  15      -   0.99994675  x   1.00017560  =   1.00012234
 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                                         3383235.1 |
 NJ0873| ON1049 HIGHLAND RAD STA WHHI FM TOWER      APPROX. 7.6 KM 3462510.7 |
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0873.See file dsdata.txt to determine how the superseded data were derived.
 NJ0873
 NJ0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1630162202(NAD 83)
 NJ0873_MARKER: DS = TRIANGULATION STATION DISK
 NJ0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 DH5277 ***********************************************************************
 DH5277  DESIGNATION -  COBB GPS
 DH5277  PID         -  DH5277
 DH5277  STATE/COUNTY-  WI/IOWA
 DH5277  USGS QUAD   -  LINDEN (1952)
 DH5277
 DH5277                         *CURRENT SURVEY CONTROL
 DH5277  ___________________________________________________________________
 DH5277* NAD 83(1997)-  42 58 52.45405(N)    090 18 36.17754(W)     ADJUSTED  
 DH5277* NAVD 88     -                                                        
 DH5277  ___________________________________________________________________
 DH5277  X           -     -25,290.584 (meters)                     COMP
 DH5277  Y           -  -4,673,545.563 (meters)                     COMP
 DH5277  Z           -   4,326,200.162 (meters)                     COMP
 DH5277  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 DH5277  ELLIP HEIGHT-         327.20  (meters)          (08/01/05) GPS OBS
 DH5277  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 DH5277
 DH5277  HORZ ORDER  -  FIRST
 DH5277  ELLP ORDER  -  SECOND    CLASS I
 DH5277
 DH5277.The horizontal coordinates were established by GPS observations
 DH5277.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5277
 DH5277
 DH5277.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5277
 DH5277.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5277
 DH5277.The ellipsoidal height was determined by GPS observations
 DH5277.and is referenced to NAD 83.
 DH5277
 DH5277.The geoid height was determined by GEOID03.
 DH5277
 DH5277;                    North         East     Units Scale Factor Converg.
 DH5277;SPC WI S     -   109,053.219   574,711.676   MT  0.99995926   -0 12 46.9
 DH5277;SPC WI S     -   357,785.44  1,885,533.22   sFT  0.99995926   -0 12 46.9
 DH5277;UTM  15      - 4,762,242.614   719,325.950   MT  1.00019182   +1 50 04.7
 DH5277
 DH5277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5277!SPC WI S     -   0.99994869  x   0.99995926  =   0.99990795
 DH5277!UTM  15      -   0.99994869  x   1.00019182  =   1.00014050
 DH5277
 DH5277                          SUPERSEDED SURVEY CONTROL
 DH5277
 DH5277.No superseded survey control is available for this station.
 DH5277
 DH5277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1932662243(NAD 83)
 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 - December 28, 2005
 DH5277
 DH5277  HISTORY     - Date     Condition        Report By
 DH5277  HISTORY     - 2003     MONUMENTED       WIDT
 DH5277  HISTORY     - 20051228 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0717 ***********************************************************************
 PO0717  DESIGNATION -  COCHRANE CHURCH SPIRE
 PO0717  PID         -  PO0717
 PO0717  STATE/COUNTY-  WI/BUFFALO
 PO0717  USGS QUAD   -  COCHRANE (1972)
 PO0717
 PO0717                         *CURRENT SURVEY CONTROL
 PO0717  ___________________________________________________________________
 PO0717* NAD 83(1991)-  44 13 51.58753(N)    091 51 36.75410(W)     ADJUSTED  
 PO0717* NAVD 88     -                                                        
 PO0717  ___________________________________________________________________
 PO0717  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 PO0717  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 PO0717
 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
 PO0717.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0717
 PO0717.The geoid height was determined by GEOID03.
 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;SPC MN S     -   239,014.990   970,926.229   MT  0.99993313   +1 29 59.4
 PO0717;UTM  15      - 4,898,161.245   591,026.575   MT  0.99970190   +0 47 42.4
 PO0717
 PO0717                          SUPERSEDED SURVEY CONTROL
 PO0717
 PO0717  NAD 83(1991)-  44 13 51.58231(N)    091 51 36.75276(W) AD(       ) 4
 PO0717  NAD 83(1986)-  44 13 51.58151(N)    091 51 36.75369(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0717.See file dsdata.txt to determine how the superseded data were derived.
 PO0717
 PO0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9102798161(NAD 83)
 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 = OCTOBER  7, 2006
 PN1097 ***********************************************************************
 PN1097  DESIGNATION -  CODD
 PN1097  PID         -  PN1097
 PN1097  STATE/COUNTY-  WI/PORTAGE
 PN1097  USGS QUAD   -  BANCROFT (1970)
 PN1097
 PN1097                         *CURRENT SURVEY CONTROL
 PN1097  ___________________________________________________________________
 PN1097* NAD 83(1991)-  44 21 59.38329(N)    089 34 00.35052(W)     ADJUSTED  
 PN1097* NAVD 88     -       324.5    (meters)    1065.     (feet)  VERTCON   
 PN1097  ___________________________________________________________________
 PN1097  LAPLACE CORR-          -4.46  (seconds)                    DEFLEC99
 PN1097  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 PN1097
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1097
 PN1097.The geoid height was determined by GEOID03.
 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     -   0.99995472  x   0.99998001  =   0.99993474
 PN1097!UTM  16      -   0.99995472  x   1.00011443  =   1.00006915
 PN1097
 PN1097:                Primary Azimuth Mark                     Grid Az
 PN1097:SPC WI C     -  PLOVER DEL MONTE CORP TANK               021 17 45.5
 PN1097:UTM  16      -  PLOVER DEL MONTE CORP TANK               023 23 49.5
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1097.See file dsdata.txt to determine how the superseded data were derived.
 PN1097
 PN1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ9548115784(NAD 83)
 PN1097_MARKER: DH = HORIZONTAL CONTROL DISK
 PN1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1097_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PN1097_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 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
 PN1097'WISCONSIN RAPIDS, 17.7 KM (11 MI) NORTHWEST OF PLAINFIELD, 11.3 KM
 PN1097'AND (7.0 MI) SOUTH-SOUTHWEST OF PLOVER.
 PN1097'OWNERSHIP--MR. BOB SMITH, AREA SUPERVISOR FOR STATE
 PN1097'DEPARTMENT OF NATURAL RESOURCES, DEPARTMENT OF NATURAL RESOURCES
 PN1097'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
 PN1097'BUSINESS, AND STATE HIGHWAY 54 1.6 KM (1 MI) SOUTH OF PLOVER.
 PN1097'GO SOUTH ON STATE HIGHWAY 54 FOR 1.1 KM (0.7 MI) TO A SIDE ROAD
 PN1097'RIGHT, LINCOLN AVENUE.  TURN RIGHT AND GO SOUTH ON LINCOLN AVENUE
 PN1097'FOR 2.2 KM (1.35 MI) TO A T ROAD, PRAIRIE DRIVE.
 PN1097'TURN RIGHT AND GO WEST ON PRAIRIE DRIVE FOR 0.8 KM (0.5 MI) TO
 PN1097'A SIDE ROAD LEFT, TAFT AVENUE, AND A DIRT ROAD AHEAD.  TURN LEFT
 PN1097'AND GO SOUTH ON TAFT AVENUE FOR 6.4 KM (4.0 MI) TO A DIRT ROAD
 PN1097'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
 PN1097'ENTER THE FENCED AREA CONTINUE AHEAD AND WEST FOR 0.15 KM
 PN1097'(0.1 MI) TO A FENCE CORNER ON THE LEFT AND A GATE.  ( TO REACH THE
 PN1097'AZIMUTH MARK CONTINUE AHEAD ON THE DIRT ROAD AND WEST FOR 0.4 KM
 PN1097'0 (0.4 MI) TO THE AZIMUTH MARK ON THE LEFT.)  TURN SHARP LEFT AND
 PN1097'PASS THROUGH THE GATE AND GO EAST ALONG THE SOUTH SIDE OF THE
 PN1097'FENCE FOR 0.15 KM (0.1 MI) TO THE STATION SITE.
 PN1097'
 PN1097'THE STATION IS A STANDARD NGS DISK
 PN1097'STAMPED---CODD 1981---,
 PN1097'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 36 CM IN DIAMETER
 PN1097'RECESSED 20 CM BELOW THE GROUND.  IT IS LOCATED
 PN1097'15.2 METERS (50.0 FT) SOUTH FROM THE CENTER OF THE ROAD,
 PN1097'6.12 METERS (20.1 FT) SOUTH FROM A FENCE AND
 PN1097'5.85 METERS (19.2 FT) SOUTH FROM A METAL WITNESS POST.
 PN1097'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 PN1097'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
 PN1097'STAMPED---CODD NO 1 1981---,
 PN1097'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 36 CM IN DIAMETER
 PN1097'RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED
 PN1097'9.5 METERS (31.0 FT) SOUTH FROM THE CENTER OF THE ROAD,
 PN1097'0.61 METER (2.0 FT) SOUTHWEST FROM A METAL WITNESS POST AND
 PN1097'0.57 METER (1.9 FT) SOUTH FROM A FENCE.
 PN1097'MARK IS BELOW STATION 0.9 METERS.
 PN1097'
 PN1097'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 PN1097'STAMPED---CODD NO 2 1981---,
 PN1097'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 36 CM IN DIAMETER
 PN1097'RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED
 PN1097'9.7 METERS (32.0 FT) SOUTH FROM THE CENTER OF THE ROAD,
 PN1097'0.48 METERS (1.6 FT) SOUTHEAST FROM A METAL WITNESS POST AND
 PN1097'0.50 METER (1.7 FT) SOUTH FROM A FENCE.
 PN1097'MARK IS BELOW STATION 0.9 METERS.
 PN1097'
 PN1097'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 PN1097'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
 PN1097'9.2 METERS (30.0 FT) SOUTH FROM THE CENTER OF THE ROAD,
 PN1097'0.88 METER (2.9 FT) NORTHEAST FROM A METAL WITNESS POST AND
 PN1097'0.77 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 = OCTOBER  7, 2006
 PN1098 ***********************************************************************
 PN1098  DESIGNATION -  CODD AZ MK
 PN1098  PID         -  PN1098
 PN1098  STATE/COUNTY-  WI/PORTAGE
 PN1098  USGS QUAD   -  BANCROFT (1970)
 PN1098
 PN1098                         *CURRENT SURVEY CONTROL
 PN1098  ___________________________________________________________________
 PN1098* NAD 83(1991)-  44 21 59.57398(N)    089 34 26.35135(W)     ADJUSTED  
 PN1098* NAVD 88     -       323.7    (meters)    1062.     (feet)  VERTCON   
 PN1098  ___________________________________________________________________
 PN1098  LAPLACE CORR-          -4.48  (seconds)                    DEFLEC99
 PN1098  GEOID HEIGHT-         -35.71  (meters)                     GEOID03
 PN1098
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1098
 PN1098.The geoid height was determined by GEOID03.
 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     -   0.99995485  x   0.99998001  =   0.99993486
 PN1098!UTM  16      -   0.99995485  x   1.00011733  =   1.00007217
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1098.See file dsdata.txt to determine how the superseded data were derived.
 PN1098
 PN1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ9490615808(NAD 83)
 PN1098_MARKER: DZ = AZIMUTH MARK DISK
 PN1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 DH5537 ***********************************************************************
 DH5537  DESIGNATION -  CODDINGTON E GPS
 DH5537  PID         -  DH5537
 DH5537  STATE/COUNTY-  WI/PORTAGE
 DH5537  USGS QUAD   -  BANCROFT (1970)
 DH5537
 DH5537                         *CURRENT SURVEY CONTROL
 DH5537  ___________________________________________________________________
 DH5537* NAD 83(1997)-  44 22 00.77462(N)    089 31 09.71342(W)     ADJUSTED  
 DH5537* NAVD 88     -                                                        
 DH5537  ___________________________________________________________________
 DH5537  X           -      38,312.907 (meters)                     COMP
 DH5537  Y           -  -4,567,115.683 (meters)                     COMP
 DH5537  Z           -   4,437,533.405 (meters)                     COMP
 DH5537  LAPLACE CORR-          -4.74  (seconds)                    DEFLEC99
 DH5537  ELLIP HEIGHT-         297.15  (meters)          (08/01/05) GPS OBS
 DH5537  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 DH5537
 DH5537  HORZ ORDER  -  FIRST
 DH5537  ELLP ORDER  -  SECOND    CLASS I
 DH5537
 DH5537.The horizontal coordinates were established by GPS observations
 DH5537.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5537
 DH5537
 DH5537.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5537
 DH5537.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5537
 DH5537.The ellipsoidal height was determined by GPS observations
 DH5537.and is referenced to NAD 83.
 DH5537
 DH5537.The geoid height was determined by GEOID03.
 DH5537
 DH5537;                    North         East     Units Scale Factor Converg.
 DH5537;SPC WI C     -    59,400.282   638,310.583   MT  0.99997996   +0 20 20.8
 DH5537;SPC WI C     -   194,882.43  2,094,190.64   sFT  0.99997996   +0 20 20.8
 DH5537;UTM  16      - 4,915,709.997   299,259.468   MT  1.00009560   -1 45 44.1
 DH5537
 DH5537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5537!SPC WI C     -   0.99995341  x   0.99997996  =   0.99993337
 DH5537!UTM  16      -   0.99995341  x   1.00009560  =   1.00004901
 DH5537
 DH5537                          SUPERSEDED SURVEY CONTROL
 DH5537
 DH5537.No superseded survey control is available for this station.
 DH5537
 DH5537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ9925915710(NAD 83)
 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 - 2003
 DH5537
 DH5537  HISTORY     - Date     Condition        Report By
 DH5537  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1206 ***********************************************************************
 OM1206  DESIGNATION -  COENS
 OM1206  PID         -  OM1206
 OM1206  STATE/COUNTY-  WI/SAUK
 OM1206  USGS QUAD   -  REEDSBURG EAST (1975)
 OM1206
 OM1206                         *CURRENT SURVEY CONTROL
 OM1206  ___________________________________________________________________
 OM1206* NAD 83(1991)-  43 34 00.71079(N)    089 56 57.74963(W)     ADJUSTED  
 OM1206* NAVD 88     -       335.     (meters)    1099.     (feet)  SCALED    
 OM1206  ___________________________________________________________________
 OM1206  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 OM1206  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 OM1206
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1206
 OM1206.The geoid height was determined by GEOID03.
 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  =   0.99988969
 OM1206!UTM  16      -   0.99995298  x   1.00029787  =   1.00025084
 OM1206!UTM  15      -   0.99995298  x   1.00034661  =   1.00029958
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1206.See file dsdata.txt to determine how the superseded data were derived.
 OM1206
 OM1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP6181827994(NAD 83)
 OM1206_MARKER: DS = TRIANGULATION STATION DISK
 OM1206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 DH5654 ***********************************************************************
 DH5654  DESIGNATION -  COLBURN C GPS
 DH5654  PID         -  DH5654
 DH5654  STATE/COUNTY-  WI/ADAMS
 DH5654  USGS QUAD   -  COLOMA SW (1982)
 DH5654
 DH5654                         *CURRENT SURVEY CONTROL
 DH5654  ___________________________________________________________________
 DH5654* NAD 83(1997)-  44 06 48.46067(N)    089 39 30.74422(W)     ADJUSTED  
 DH5654* NAVD 88     -                                                        
 DH5654  ___________________________________________________________________
 DH5654  X           -      27,335.989 (meters)                     COMP
 DH5654  Y           -  -4,586,828.785 (meters)                     COMP
 DH5654  Z           -   4,417,346.052 (meters)                     COMP
 DH5654  LAPLACE CORR-          -5.77  (seconds)                    DEFLEC99
 DH5654  ELLIP HEIGHT-         279.21  (meters)          (08/01/05) GPS OBS
 DH5654  GEOID HEIGHT-         -35.64  (meters)                     GEOID03
 DH5654
 DH5654  HORZ ORDER  -  FIRST
 DH5654  ELLP ORDER  -  SECOND    CLASS I
 DH5654
 DH5654.The horizontal coordinates were established by GPS observations
 DH5654.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5654
 DH5654
 DH5654.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5654
 DH5654.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5654
 DH5654.The ellipsoidal height was determined by GPS observations
 DH5654.and is referenced to NAD 83.
 DH5654
 DH5654.The geoid height was determined by GEOID03.
 DH5654
 DH5654;                    North         East     Units Scale Factor Converg.
 DH5654;SPC WI S     -   234,850.094   627,335.149   MT  1.00000984   +0 14 04.6
 DH5654;SPC WI S     -   770,504.02  2,058,182.07   sFT  1.00000984   +0 14 04.6
 DH5654;UTM  16      - 4,887,911.732   287,258.050   MT  1.00015667   -1 51 04.5
 DH5654
 DH5654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5654!SPC WI S     -   0.99995622  x   1.00000984  =   0.99996606
 DH5654!UTM  16      -   0.99995622  x   1.00015667  =   1.00011288
 DH5654
 DH5654                          SUPERSEDED SURVEY CONTROL
 DH5654
 DH5654.No superseded survey control is available for this station.
 DH5654
 DH5654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP8725887912(NAD 83)
 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 - 2003
 DH5654
 DH5654  HISTORY     - Date     Condition        Report By
 DH5654  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5656 ***********************************************************************
 DH5656  DESIGNATION -  COLBURN S GPS
 DH5656  PID         -  DH5656
 DH5656  STATE/COUNTY-  WI/ADAMS
 DH5656  USGS QUAD   -  COLOMA SW (1982)
 DH5656
 DH5656                         *CURRENT SURVEY CONTROL
 DH5656  ___________________________________________________________________
 DH5656* NAD 83(1997)-  44 04 06.68153(N)    089 38 19.11942(W)     ADJUSTED  
 DH5656* NAVD 88     -                                                        
 DH5656  ___________________________________________________________________
 DH5656  X           -      28,950.674 (meters)                     COMP
 DH5656  Y           -  -4,590,295.301 (meters)                     COMP
 DH5656  Z           -   4,413,761.312 (meters)                     COMP
 DH5656  LAPLACE CORR-          -6.13  (seconds)                    DEFLEC99
 DH5656  ELLIP HEIGHT-         281.79  (meters)          (08/01/05) GPS OBS
 DH5656  GEOID HEIGHT-         -35.71  (meters)                     GEOID03
 DH5656
 DH5656  HORZ ORDER  -  FIRST
 DH5656  ELLP ORDER  -  SECOND    CLASS I
 DH5656
 DH5656.The horizontal coordinates were established by GPS observations
 DH5656.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5656
 DH5656
 DH5656.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5656
 DH5656.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5656
 DH5656.The ellipsoidal height was determined by GPS observations
 DH5656.and is referenced to NAD 83.
 DH5656
 DH5656.The geoid height was determined by GEOID03.
 DH5656
 DH5656;                    North         East     Units Scale Factor Converg.
 DH5656;SPC WI S     -   229,863.514   628,949.509   MT  1.00000038   +0 14 53.8
 DH5656;SPC WI S     -   754,143.88  2,063,478.51   sFT  1.00000038   +0 14 53.8
 DH5656;UTM  16      - 4,882,868.973   288,690.128   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  =   1.00010501
 DH5656
 DH5656                          SUPERSEDED SURVEY CONTROL
 DH5656
 DH5656.No superseded survey control is available for this station.
 DH5656
 DH5656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP8869082869(NAD 83)
 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 - 2003
 DH5656
 DH5656  HISTORY     - Date     Condition        Report By
 DH5656  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0511 ***********************************************************************
 PO0511  DESIGNATION -  COLBY
 PO0511  PID         -  PO0511
 PO0511  STATE/COUNTY-  WI/MARATHON
 PO0511  USGS QUAD   -  MILAN (1981)
 PO0511
 PO0511                         *CURRENT SURVEY CONTROL
 PO0511  ___________________________________________________________________
 PO0511* NAD 83(1991)-  44 54 08.15374(N)    090 14 39.15278(W)     ADJUSTED  
 PO0511* NAVD 88     -       428.76   (+/-2cm)    1406.7    (feet)  VERTCON   
 PO0511  ___________________________________________________________________
 PO0511  LAPLACE CORR-          -6.24  (seconds)                    DEFLEC99
 PO0511  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 PO0511
 PO0511  HORZ ORDER  -  FIRST
 PO0511  VERT ORDER  -  THIRD ? (See Below)
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 PO0511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0511.The vertical order pertains to the NGVD 29 superseded value.
 PO0511
 PO0511.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0511
 PO0511.The geoid height was determined by GEOID03.
 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     -   0.99993797  x   0.99994081  =   0.99987878
 PO0511!UTM  15      -   0.99993797  x   1.00018210  =   1.00012006
 PO0511
 PO0511:                Primary Azimuth Mark                     Grid Az
 PO0511:SPC WI C     -  ST JOHANNES EVAN LUTH CHURCH             083 39 25.9
 PO0511:UTM  15      -  ST JOHANNES EVAN LUTH CHURCH             081 32 19.7
 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  NGVD 29 (07/19/86)  428.77   (m)         1406.7    (f) LEVELING    3  
 PO0511
 PO0511.Superseded values are not recommended for survey control.
 PO0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0511.See file dsdata.txt to determine how the superseded data were derived.
 PO0511
 PO0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK1756875788(NAD 83)
 PO0511_MARKER: DS = TRIANGULATION STATION DISK
 PO0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0511_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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
 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' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0544 ***********************************************************************
 PO0544  DESIGNATION -  COLBY MUNICIPAL TANK
 PO0544  PID         -  PO0544
 PO0544  STATE/COUNTY-  WI/MARATHON
 PO0544  USGS QUAD   -  ABBOTSFORD (1981)
 PO0544
 PO0544                         *CURRENT SURVEY CONTROL
 PO0544  ___________________________________________________________________
 PO0544* NAD 83(1991)-  44 54 44.12874(N)    090 18 56.40347(W)     ADJUSTED  
 PO0544* NAVD 88     -                                                        
 PO0544  ___________________________________________________________________
 PO0544  LAPLACE CORR-          -6.29  (seconds)                    DEFLEC99
 PO0544  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 PO0544
 PO0544  HORZ ORDER  -  THIRD
 PO0544
 PO0544.The horizontal coordinates were established by classical geodetic methods
 PO0544.and adjusted by the National Geodetic Survey in November 1991..
 PO0544
 PO0544
 PO0544.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0544
 PO0544.The geoid height was determined by GEOID03.
 PO0544
 PO0544;                    North         East     Units Scale Factor Converg.
 PO0544;SPC WI C     -   119,937.279   575,074.184   MT  0.99994090   -0 13 21.8
 PO0544;SPC WI C     -   393,494.22  1,886,722.55   sFT  0.99994090   -0 13 21.8
 PO0544;UTM  15      - 4,976,709.127   711,889.446   MT  1.00015211   +1 53 45.3
 PO0544
 PO0544                          SUPERSEDED SURVEY CONTROL
 PO0544
 PO0544  NAD 83(1986)-  44 54 44.12607(N)    090 18 56.40987(W) AD(       ) 4
 PO0544  NAD 27      -  44 54 44.25000(N)    090 18 55.91000(W) AD(       ) 3
 PO0544
 PO0544.Superseded values are not recommended for survey control.
 PO0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0544.See file dsdata.txt to determine how the superseded data were derived.
 PO0544
 PO0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK1188976709(NAD 83)
 PO0544_MARKER: 53 = ELEVATED TANK
 PO0544
 PO0544  HISTORY     - Date     Condition        Report By
 PO0544  HISTORY     - 1934     FIRST OBSERVED   CGS
 PO0544  HISTORY     - 20011110 MARK NOT FOUND   USPSQD
 PO0544  HISTORY     - 20041104 MARK NOT FOUND   USPSQD
 PO0544
 PO0544                          STATION DESCRIPTION
 PO0544
 PO0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 PO0544'THE STATION IS THE CENTER OF THE BLACK MUNICIPAL WATER TANK
 PO0544'IN COLBY.  THE TANK IS BETWEEN THE MINNEAPOLIS, ST. PAUL AND
 PO0544'SAULT STE. MARIE RAILWAY AND DIVISION STREET, ABOUT 0.25 MILE
 PO0544'NORTH OF THE RAILROAD STATION.  DIVISION STREET IS ALSO
 PO0544'STATE HIGHWAY 13 AND THE MARATHON-CLARK COUNTY LINE.  THE
 PO0544'TANK IS CYLINDRICAL WITH A ROUND BOTTOM AND A CONICAL TOP,
 PO0544'WITH A BALL ON THE CENTER OF THE TOP, AND IT IS SUPPORTED BY 4
 PO0544'STEEL LEGS.  THERE IS A WALK WITH A RAILING AROUND THE BOTTOM
 PO0544'OF THE CYLINDRICAL PART OF THE TANK.  THE FEED PIPE IS
 PO0544'SURROUNED WITH A SQUARE WOODEN HOUSING, SLOPING FROM ABOUT
 PO0544'5 FEET SQUARE AT THE TOP TO 8 FEET SQUARE AT THE BOTTOM.
 PO0544'THE ENTIRE STRUCTURE IS PAINTED BLACK.  THE TANK WAS BUILT
 PO0544'IN 1908.  IT IS ABOUT 100 FEET HIGH, BUT THE TOWN IS IN
 PO0544'A VALLEY SO IT IS PROMINENT ONLY IN THE IMMEDIATE
 PO0544'LOCALITY.
 PO0544
 PO0544                          STATION RECOVERY (2001)
 PO0544
 PO0544'RECOVERY NOTE BY US POWER SQUADRON 2001 (DS)
 PO0544'TANK WAS TORN DOWN ABOUT 1965. NO MARK WAS FOUND AT SITE
 PO0544
 PO0544                          STATION RECOVERY (2004)
 PO0544
 PO0544'RECOVERY NOTE BY US POWER SQUADRON 2004 (DS)
 PO0544'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1287 ***********************************************************************
 NH1287  DESIGNATION -  COLD SPRING
 NH1287  PID         -  NH1287
 NH1287  STATE/COUNTY-  WI/JEFFERSON
 NH1287  USGS QUAD   -  FORT ATKINSON (1971)
 NH1287
 NH1287                         *CURRENT SURVEY CONTROL
 NH1287  ___________________________________________________________________
 NH1287* NAD 83(1991)-  42 53 15.54013(N)    088 46 28.17190(W)     ADJUSTED  
 NH1287* NAVD 88     -       277.     (meters)     909.     (feet)  SCALED    
 NH1287  ___________________________________________________________________
 NH1287  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 NH1287  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 NH1287
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1287
 NH1287.The geoid height was determined by GEOID03.
 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     -   0.99996191  x   0.99997246  =   0.99993438
 NH1287!UTM  16      -   0.99996191  x   0.99985831  =   0.99982023
 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 1442533.9 |
 NH1287| NH1217 WHITEWATER MUN BLDG BELL TWR        APPROX. 7.0 KM 1493856.4 |
 NH1287| NH1214 WHITEWATER MUNICIPAL WATER TWR      APPROX. 5.8 KM 1503555.4 |
 NH1287| NH1211 WHITEWATER CONG CHURCH SPIRE        APPROX. 6.7 KM 1524236.6 |
 NH1287| NH1221 WHITEWATER FIRST METH CH SPIRE      APPROX. 6.7 KM 1545018.6 |
 NH1287| NH1213 WHITEWATER ST COLL PWR PLT STK      APPROX. 6.2 KM 1545704.9 |
 NH1287| NH1212 WHITEWATER STATE COLL CUPOLA        APPROX. 6.2 KM 1562638.8 |
 NH1287| NH1288 SHADE                               APPROX. 0.9 KM 1972207.7 |
 NH1287| NH1289 FORT ATKINSON MUNICIPAL TOWER       APPROX. 6.2 KM 3102019.9 |
 NH1287| NH1285 FORT ATKINSON ST PAULS LUTH CH      APPROX. 6.4 KM 3113639.6 |
 NH1287| OM0891 JEFFERSON ST JOHNS CATH CHURCH      APPROX.13.4 KM 3500626.8 |
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1287.See file dsdata.txt to determine how the superseded data were derived.
 NH1287
 NH1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5509949866(NAD 83)
 NH1287_MARKER: DS = TRIANGULATION STATION DISK
 NH1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1287
 NH1287  HISTORY     - Date     Condition        Report By
 NH1287  HISTORY     - 1957     MONUMENTED       CGS
 NH1287  HISTORY     - 19940625 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9989 ***********************************************************************
 DF9989  DESIGNATION -  COLD SPRING S GPS
 DF9989  PID         -  DF9989
 DF9989  STATE/COUNTY-  WI/JEFFERSON
 DF9989  USGS QUAD   -  LIMA CENTER (1976)
 DF9989
 DF9989                         *CURRENT SURVEY CONTROL
 DF9989  ___________________________________________________________________
 DF9989* NAD 83(1997)-  42 51 15.47037(N)    088 45 24.19278(W)     ADJUSTED  
 DF9989* NAVD 88     -       254.836  (meters)     836.07   (feet)  ADJUSTED  
 DF9989  ___________________________________________________________________
 DF9989  X           -     101,612.987 (meters)                     COMP
 DF9989  Y           -  -4,682,036.640 (meters)                     COMP
 DF9989  Z           -   4,315,800.005 (meters)                     COMP
 DF9989  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 DF9989  ELLIP HEIGHT-         220.81  (meters)          (04/02/04) GPS OBS
 DF9989  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 DF9989  DYNAMIC HT  -         254.768 (meters)     835.85  (feet)  COMP
 DF9989  MODELED GRAV-     980,347.4   (mgal)                       NAVD 88
 DF9989
 DF9989  HORZ ORDER  -  FIRST
 DF9989  VERT ORDER  -  SECOND    CLASS I
 DF9989  ELLP ORDER  -  FOURTH    CLASS I
 DF9989
 DF9989.The horizontal coordinates were established by GPS observations
 DF9989.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DF9989
 DF9989.The orthometric height was determined by differential leveling
 DF9989.and adjusted by the National Geodetic Survey in February 2004..
 DF9989
 DF9989.Photographs are available 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 DEFLEC99 derived deflections.
 DF9989
 DF9989.The ellipsoidal height was determined by GPS observations
 DF9989.and is referenced to NAD 83.
 DF9989
 DF9989.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF9989;SPC WI S     -    95,662.267   701,611.430   MT  0.99997781   +0 51 15.3
 DF9989;SPC WI S     -   313,851.95  2,301,870.17   sFT  0.99997781   +0 51 15.3
 DF9989;UTM  16      - 4,746,131.723   356,473.042   MT  0.99985343   -1 11 42.0
 DF9989
 DF9989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9989!SPC WI S     -   0.99996537  x   0.99997781  =   0.99994318
 DF9989!UTM  16      -   0.99996537  x   0.99985343  =   0.99981881
 DF9989
 DF9989                          SUPERSEDED SURVEY CONTROL
 DF9989
 DF9989  NAVD 88 (04/02/04)  254.84   (m)          836.1    (f) LEVELING    3  
 DF9989
 DF9989.Superseded values are not recommended for survey control.
 DF9989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9989.See file dsdata.txt to determine how the superseded data were derived.
 DF9989
 DF9989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5647346132(NAD 83)
 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 - 2001
 DF9989
 DF9989  HISTORY     - Date     Condition        Report By
 DF9989  HISTORY     - 1992     MONUMENTED       WI-055
 DF9989  HISTORY     - 2001     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9988 ***********************************************************************
 DF9988  DESIGNATION -  COLD SPRING S GPS AZ MK
 DF9988  PID         -  DF9988
 DF9988  STATE/COUNTY-  WI/JEFFERSON
 DF9988  USGS QUAD   -  LIMA CENTER (1976)
 DF9988
 DF9988                         *CURRENT SURVEY CONTROL
 DF9988  ___________________________________________________________________
 DF9988* NAD 83(1986)-  42 51 43.     (N)    088 45 43.     (W)     SCALED    
 DF9988* NAVD 88     -       244.503  (meters)     802.17   (feet)  ADJUSTED  
 DF9988  ___________________________________________________________________
 DF9988  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 DF9988  DYNAMIC HT  -         244.437 (meters)     801.96  (feet)  COMP
 DF9988  MODELED GRAV-     980,347.6   (mgal)                       NAVD 88
 DF9988
 DF9988  VERT ORDER  -  SECOND    CLASS I
 DF9988
 DF9988.The horizontal coordinates were scaled from a topographic map and have
 DF9988.an estimated accuracy of +/- 6 seconds.
 DF9988
 DF9988.The orthometric height was determined by differential leveling
 DF9988.and adjusted by the National Geodetic Survey in February 2004..
 DF9988
 DF9988.The geoid height was determined by GEOID03.
 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     -    96,510.      701,170.      MT  (+/- 180 meters Scaled)
 DF9988
 DF9988                          SUPERSEDED SURVEY CONTROL
 DF9988
 DF9988.No superseded survey control is available for this station.
 DF9988
 DF9988_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN560469(NAD 83)
 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 - 2001
 DF9988
 DF9988  HISTORY     - Date     Condition        Report By
 DF9988  HISTORY     - 1992     MONUMENTED       WI-055
 DF9988  HISTORY     - 2001     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0390 ***********************************************************************
 QM0390  DESIGNATION -  COLE
 QM0390  PID         -  QM0390
 QM0390  STATE/COUNTY-  WI/ONEIDA
 QM0390  USGS QUAD   -  TRIPOLI (1971)
 QM0390
 QM0390                         *CURRENT SURVEY CONTROL
 QM0390  ___________________________________________________________________
 QM0390* NAD 83(1991)-  45 33 22.02044(N)    089 53 45.12429(W)     ADJUSTED  
 QM0390* NAVD 88     -       458.537  (meters)    1504.38   (feet)  ADJUSTED  
 QM0390  ___________________________________________________________________
 QM0390  LAPLACE CORR-          -4.91  (seconds)                    DEFLEC99
 QM0390  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 QM0390  DYNAMIC HT  -         458.521 (meters)    1504.33  (feet)  COMP
 QM0390  MODELED GRAV-     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
 QM0390.and adjusted by the National Geodetic Survey in June 1991..
 QM0390
 QM0390.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0390
 QM0390.The geoid height was determined by GEOID03.
 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;                    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     -   0.99993298  x   1.00000193  =   0.99993491
 QM0390!SPC WI C     -   0.99993298  x   1.00001117  =   0.99994415
 QM0390!UTM  16      -   0.99993298  x   1.00022811  =   1.00016108
 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  NGVD 29 (??/??/92)  458.552  (m)         1504.43   (f) ADJ UNCH    1 2
 QM0390
 QM0390.Superseded values are not recommended for survey control.
 QM0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0390.See file dsdata.txt to determine how the superseded data were derived.
 QM0390
 QM0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR7398248811(NAD 83)
 QM0390_MARKER: DS = TRIANGULATION STATION DISK
 QM0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0390_SP_SET: 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 - August 17, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0391 ***********************************************************************
 QM0391  DESIGNATION -  COLE RM
 QM0391  PID         -  QM0391
 QM0391  STATE/COUNTY-  WI/ONEIDA
 QM0391  USGS QUAD   -  TRIPOLI (1971)
 QM0391
 QM0391                         *CURRENT SURVEY CONTROL
 QM0391  ___________________________________________________________________
 QM0391* NAD 83(1986)-  45 33 22.     (N)    089 53 46.     (W)     SCALED    
 QM0391* NAVD 88     -       459.58   (+/-2cm)    1507.8    (feet)  VERTCON   
 QM0391  ___________________________________________________________________
 QM0391  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 QM0391
 QM0391  VERT ORDER  -  THIRD (See Below)
 QM0391
 QM0391.The horizontal coordinates were scaled from a topographic map and have
 QM0391.an estimated accuracy of +/- 6 seconds.
 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.The vertical order pertains to the NGVD 29 superseded value.
 QM0391
 QM0391.The geoid height was determined by GEOID03.
 QM0391
 QM0391;                    North         East    Units  Estimated Accuracy
 QM0391;SPC WI N     -    43,290.      608,110.      MT  (+/- 180 meters Scaled)
 QM0391
 QM0391                          SUPERSEDED SURVEY CONTROL
 QM0391
 QM0391  NGVD 29 (09/01/04)  459.58   (m)         1507.8    (f) RESET       3  
 QM0391
 QM0391.Superseded values are not recommended for survey control.
 QM0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0391.See file dsdata.txt to determine how the superseded data were derived.
 QM0391
 QM0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR739488(NAD 83)
 QM0391_MARKER: DR = REFERENCE MARK DISK
 QM0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0391_STAMPING: COLE 1921
 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 = OCTOBER  7, 2006
 QM0393 ***********************************************************************
 QM0393  DESIGNATION -  COLE RM 2
 QM0393  PID         -  QM0393
 QM0393  STATE/COUNTY-  WI/ONEIDA
 QM0393  USGS QUAD   -  TRIPOLI (1971)
 QM0393
 QM0393                         *CURRENT SURVEY CONTROL
 QM0393  ___________________________________________________________________
 QM0393* NAD 83(1986)-  45 33 22.     (N)    089 53 46.     (W)     SCALED    
 QM0393* NAVD 88     -       458.12   (+/-2cm)    1503.0    (feet)  VERTCON   
 QM0393  ___________________________________________________________________
 QM0393  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 QM0393
 QM0393  VERT ORDER  -  THIRD (See Below)
 QM0393
 QM0393.The horizontal coordinates were scaled from a topographic map and have
 QM0393.an estimated accuracy of +/- 6 seconds.
 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.The vertical order pertains to the NGVD 29 superseded value.
 QM0393
 QM0393.The geoid height was determined by GEOID03.
 QM0393
 QM0393;                    North         East    Units  Estimated Accuracy
 QM0393;SPC WI N     -    43,290.      608,110.      MT  (+/- 180 meters Scaled)
 QM0393
 QM0393                          SUPERSEDED SURVEY CONTROL
 QM0393
 QM0393  NGVD 29 (09/01/04)  458.13   (m)         1503.0    (f) RESET       3  
 QM0393
 QM0393.Superseded values are not recommended for survey control.
 QM0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0393.See file dsdata.txt to determine how the superseded data were derived.
 QM0393
 QM0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR739488(NAD 83)
 QM0393_MARKER: DR = REFERENCE MARK DISK
 QM0393_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QM0393_SP_SET: 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
 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 = OCTOBER  7, 2006
 QM0386 ***********************************************************************
 QM0386  DESIGNATION -  COLEMAN
 QM0386  PID         -  QM0386
 QM0386  STATE/COUNTY-  WI/ONEIDA
 QM0386  USGS QUAD   -  TRIPOLI (1971)
 QM0386
 QM0386                         *CURRENT SURVEY CONTROL
 QM0386  ___________________________________________________________________
 QM0386* NAD 83(1991)-  45 33 24.50811(N)    089 55 13.10031(W)     ADJUSTED  
 QM0386* NAVD 88     -       459.845  (meters)    1508.67   (feet)  ADJUSTED  
 QM0386  ___________________________________________________________________
 QM0386  LAPLACE CORR-          -4.70  (seconds)                    DEFLEC99
 QM0386  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 QM0386  DYNAMIC HT  -         459.828 (meters)    1508.62  (feet)  COMP
 QM0386  MODELED GRAV-     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
 QM0386.and adjusted by the National Geodetic Survey in June 1991..
 QM0386
 QM0386.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0386
 QM0386.The geoid height was determined by GEOID03.
 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;                    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     -   0.99993277  x   1.00000180  =   0.99993457
 QM0386!SPC WI C     -   0.99993277  x   1.00001131  =   0.99994408
 QM0386!UTM  16      -   0.99993277  x   1.00023874  =   1.00017150
 QM0386!UTM  15      -   0.99993277  x   1.00031037  =   1.00024312
 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|---------------------------------------------------------------------|
 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  NGVD 29 (??/??/92)  459.839  (m)         1508.66   (f) ADJ UNCH    1 2
 QM0386
 QM0386.Superseded values are not recommended for survey control.
 QM0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0386.See file dsdata.txt to determine how the superseded data were derived.
 QM0386
 QM0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR7207748956(NAD 83)
 QM0386_MARKER: DS = TRIANGULATION STATION DISK
 QM0386_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QM0386_SP_SET: RAIL
 QM0386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0386
 QM0386  HISTORY     - Date     Condition        Report By
 QM0386  HISTORY     - 1921     MONUMENTED       CGS
 QM0386  HISTORY     - 1922     GOOD             NGS
 QM0386  HISTORY     - 1934     GOOD             NGS
 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 NATIONAL 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 NATIONAL 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 = OCTOBER  7, 2006
 NH1290 ***********************************************************************
 NH1290  DESIGNATION -  COLETTA
 NH1290  PID         -  NH1290
 NH1290  STATE/COUNTY-  WI/JEFFERSON
 NH1290  USGS QUAD   -  FORT ATKINSON (1971)
 NH1290
 NH1290                         *CURRENT SURVEY CONTROL
 NH1290  ___________________________________________________________________
 NH1290* NAD 83(1991)-  42 58 33.83260(N)    088 46 29.62653(W)     ADJUSTED  
 NH1290* NAVD 88     -       291.     (meters)     955.     (feet)  SCALED    
 NH1290  ___________________________________________________________________
 NH1290  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 NH1290  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 NH1290
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1290
 NH1290.The geoid height was determined by GEOID03.
 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     -   0.99995974  x   0.99995992  =   0.99991967
 NH1290!UTM  16      -   0.99995974  x   0.99985768  =   0.99981743
 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 2191649.9 |
 NH1290| NH1285 FORT ATKINSON ST PAULS LUTH CH      APPROX. 7.3 KM 2201749.9 |
 NH1290| CI8418 COLETTA RM 2                          7.933 METERS 27220     |
 NH1290| OM0888 JEFFERSON CO CTHSE CLOCK TOWER      APPROX. 3.9 KM 3184007.3 |
 NH1290| OM0882 JEFFERSON ST JOHNS LUTH CHURCH      APPROX. 4.2 KM 3241408.9 |
 NH1290| OM0891 JEFFERSON ST JOHNS CATH CHURCH      APPROX. 4.1 KM 3262009.2 |
 NH1290| CI8416 COLETTA AZ MK                                      3451324.0 |
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1290.See file dsdata.txt to determine how the superseded data were derived.
 NH1290
 NH1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5527359685(NAD 83)
 NH1290_MARKER: DS = TRIANGULATION STATION DISK
 NH1290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 AI6225 ***********************************************************************
 AI6225  DESIGNATION -  COLGATE GPS
 AI6225  PID         -  AI6225
 AI6225  STATE/COUNTY-  WI/WASHINGTON
 AI6225  USGS QUAD   -  SUSSEX (1994)
 AI6225
 AI6225                         *CURRENT SURVEY CONTROL
 AI6225  ___________________________________________________________________
 AI6225* NAD 83(1997)-  43 11 35.60539(N)    088 13 52.98928(W)     ADJUSTED  
 AI6225* NAVD 88     -       299.838  (meters)     983.72   (feet)  ADJUSTED  
 AI6225  ___________________________________________________________________
 AI6225  X           -     143,744.920 (meters)                     COMP
 AI6225  Y           -  -4,655,261.579 (meters)                     COMP
 AI6225  Z           -   4,343,357.858 (meters)                     COMP
 AI6225  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 AI6225  ELLIP HEIGHT-         265.16  (meters)          (11/17/00) GPS OBS
 AI6225  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 AI6225  DYNAMIC HT  -         299.763 (meters)     983.47  (feet)  COMP
 AI6225  MODELED GRAV-     980,360.7   (mgal)                       NAVD 88
 AI6225
 AI6225  HORZ ORDER  -  B
 AI6225  VERT ORDER  -  SECOND    CLASS I
 AI6225  ELLP ORDER  -  THIRD     CLASS II
 AI6225
 AI6225.The horizontal coordinates were established by GPS observations
 AI6225.and adjusted by the National Geodetic Survey in July 2000..
 AI6225
 AI6225.The orthometric height was determined by differential leveling
 AI6225.and adjusted by the National Geodetic Survey in May 2003..
 AI6225
 AI6225.Photographs are available 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 DEFLEC99 derived deflections.
 AI6225
 AI6225.The ellipsoidal height was determined by GPS observations
 AI6225.and is referenced to NAD 83.
 AI6225
 AI6225.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI6225;SPC WI S     -   134,079.916   743,742.251   MT  0.99993911   +1 12 54.8
 AI6225;SPC WI S     -   439,893.86  2,440,094.37   sFT  0.99993911   +1 12 54.8
 AI6225;UTM  16      - 4,783,008.291   399,946.343   MT  0.99972315   -0 50 34.5
 AI6225
 AI6225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6225!SPC WI S     -   0.99995842  x   0.99993911  =   0.99989753
 AI6225!UTM  16      -   0.99995842  x   0.99972315  =   0.99968158
 AI6225
 AI6225                          SUPERSEDED SURVEY CONTROL
 AI6225
 AI6225  ELLIP H (07/06/00)  265.16   (m)                       GP(       ) 3 1
 AI6225  NAVD 88 (06/11/03)  299.84   (m)          983.7    (f) LEVELING    3  
 AI6225
 AI6225.Superseded values are not recommended for survey control.
 AI6225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6225.See file dsdata.txt to determine how the superseded data were derived.
 AI6225
 AI6225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9994683008(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6225+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2003
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1302 ***********************************************************************
 PN1302  DESIGNATION -  COLLEEN
 PN1302  PID         -  PN1302
 PN1302  STATE/COUNTY-  WI/WAUSHARA
 PN1302  USGS QUAD   -  HANCOCK (1984)
 PN1302
 PN1302                         *CURRENT SURVEY CONTROL
 PN1302  ___________________________________________________________________
 PN1302* NAD 83(1991)-  44 14 39.75701(N)    089 31 26.84524(W)     ADJUSTED  
 PN1302* NAVD 88     -       335.3    (meters)    1100.     (feet)  VERTCON   
 PN1302  ___________________________________________________________________
 PN1302  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 PN1302  GEOID HEIGHT-         -35.90  (meters)                     GEOID03
 PN1302
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1302
 PN1302.The geoid height was determined by GEOID03.
 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;SPC WI C     -    45,785.892   638,011.040   MT  1.00000107   +0 20 08.8
 PN1302;SPC WI C     -   150,215.88  2,093,207.89   sFT  1.00000107   +0 20 08.8
 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     -   0.99995306  x   1.00004095  =   0.99999401
 PN1302!SPC WI C     -   0.99995306  x   1.00000107  =   0.99995413
 PN1302!UTM  16      -   0.99995306  x   1.00009956  =   1.00005262
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1302.See file dsdata.txt to determine how the superseded data were derived.
 PN1302
 PN1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ9846102114(NAD 83)
 PN1302_MARKER: DE = TRAVERSE STATION DISK
 PN1302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1302_SP_SET: 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 = OCTOBER  7, 2006
 OL0153 ***********************************************************************
 OL0153  DESIGNATION -  COLLEGE
 OL0153  PID         -  OL0153
 OL0153  STATE/COUNTY-  WI/MILWAUKEE
 OL0153  USGS QUAD   -  MILWAUKEE (1971)
 OL0153
 OL0153                         *CURRENT SURVEY CONTROL
 OL0153  ___________________________________________________________________
 OL0153* NAD 83(1986)-  43 02 18.     (N)    087 55 57.     (W)     SCALED    
 OL0153* NAVD 88     -       201.828  (meters)     662.16   (feet)  ADJUSTED  
 OL0153  ___________________________________________________________________
 OL0153  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 OL0153  DYNAMIC HT  -         201.775 (meters)     661.99  (feet)  COMP
 OL0153  MODELED GRAV-     980,351.4   (mgal)                       NAVD 88
 OL0153
 OL0153  VERT ORDER  -  FIRST     CLASS 0
 OL0153
 OL0153.The horizontal coordinates were scaled from a topographic map and have
 OL0153.an estimated accuracy of +/- 6 seconds.
 OL0153
 OL0153.The orthometric height was determined by differential leveling
 OL0153.and adjusted by the National Geodetic Survey in June 1991..
 OL0153
 OL0153.The geoid height was determined by GEOID03.
 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     -   117,440.      768,460.      MT  (+/- 180 meters Scaled)
 OL0153
 OL0153                          SUPERSEDED SURVEY CONTROL
 OL0153
 OL0153  NGVD 29 (??/??/92)  201.91   (m)          662.4    (f) COMPUTED    1 0
 OL0153
 OL0153.Superseded values are not recommended for survey control.
 OL0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0153.See file dsdata.txt to determine how the superseded data were derived.
 OL0153
 OL0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN240654(NAD 83)
 OL0153_MARKER: Z = SEE DESCRIPTION
 OL0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0153_SP_SET: GRANITE POST
 OL0153_PROJECTION: PROJECTING 70 CENTIMETERS
 OL0153_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OL0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0153+STABILITY: SURFACE MOTION
 OL0153_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0153+SATELLITE: SATELLITE OBSERVATIONS - 2001
 OL0153
 OL0153  HISTORY     - Date     Condition        Report By
 OL0153  HISTORY     - UNK      MONUMENTED       MUNIV
 OL0153  HISTORY     - 1972     GOOD             NGS
 OL0153  HISTORY     - 2001     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1360 ***********************************************************************
 NH1360  DESIGNATION -  COLLEGE
 NH1360  PID         -  NH1360
 NH1360  STATE/COUNTY-  WI/ROCK
 NH1360  USGS QUAD   -  BELOIT (1976)
 NH1360
 NH1360                         *CURRENT SURVEY CONTROL
 NH1360  ___________________________________________________________________
 NH1360* NAD 83(1991)-  42 30 05.38472(N)    089 01 54.66139(W)     ADJUSTED  
 NH1360* NAVD 88     -       238.2    (meters)     781.     (feet)  GPS OBS   
 NH1360  ___________________________________________________________________
 NH1360  X           -      79,577.806 (meters)                     COMP
 NH1360  Y           -  -4,709,022.636 (meters)                     COMP
 NH1360  Z           -   4,286,975.398 (meters)                     COMP
 NH1360  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 NH1360  ELLIP HEIGHT-         204.51  (meters)          (12/06/04) GPS OBS
 NH1360  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 NH1360
 NH1360  HORZ ORDER  -  FIRST
 NH1360  ELLP ORDER  -  FOURTH    CLASS I
 NH1360
 NH1360.The horizontal coordinates were established by GPS observations
 NH1360.and adjusted by the National Geodetic Survey in September 1998..
 NH1360
 NH1360.The orthometric height was determined by GPS observations and a
 NH1360.high-resolution geoid model.
 NH1360
 NH1360.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1360
 NH1360.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1360
 NH1360.The ellipsoidal height was determined by GPS observations
 NH1360.and is referenced to NAD 83.
 NH1360
 NH1360.The geoid height was determined by GEOID03.
 NH1360
 NH1360;                    North         East     Units Scale Factor Converg.
 NH1360;SPC WI S     -    56,174.747   679,581.618   MT  1.00005480   +0 39 54.8
 NH1360;SPC WI S     -   184,299.98  2,229,594.03   sFT  1.00005480   +0 39 54.8
 NH1360;SPC IL W     -   648,408.633   793,273.610   MT  1.00004818   +0 46 00.3
 NH1360;SPC IL W     - 2,127,320.66  2,602,598.50   sFT  1.00004818   +0 46 00.3
 NH1360;UTM  16      - 4,707,459.547   333,051.580   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!SPC IL W     -   0.99996793  x   1.00004818  =   1.00001611
 NH1360!UTM  16      -   0.99996793  x   0.99994293  =   0.99991086
 NH1360
 NH1360:                Primary Azimuth Mark                     Grid Az
 NH1360:SPC WI S     -  BELOIT FAIRBANKS MORSE CO N TK           002 16 14.5
 NH1360:SPC IL W     -  BELOIT FAIRBANKS MORSE CO N TK           002 10 09.0
 NH1360:UTM  16      -  BELOIT FAIRBANKS MORSE CO N TK           004 18 32.3
 NH1360
 NH1360|---------------------------------------------------------------------|
 NH1360| PID    Reference Object                     Distance      Geod. Az  |
 NH1360|                                                           dddmmss.s |
 NH1360| NH1359 BELOIT FAIRBANKS MORSE CO N TK      APPROX. 1.2 KM 0025609.3 |
 NH1360| NH1348 BELOIT FAIRBANKS MORSE CO STK       APPROX. 1.3 KM 0040325.4 |
 NH1360| NH1347 BELOIT MUNICIPAL TANK               APPROX. 0.9 KM 0055526.6 |
 NH1360| NH1349 BELOIT FAIRBANKS MORSE CO S TK      APPROX. 1.1 KM 0154035.8 |
 NH1360| NH1356 BELOIT COLLEGE ADM BLDG CUPOLA      186.794 METERS 02457     |
 NH1360| CI8420 COLLEGE RM 1                         38.100 METERS 04303     |
 NH1360| NH1353 BELOIT FIRST CONG CH SPIRE          331.307 METERS 08838     |
 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 1780617.8 |
 NH1360| NH1395 BELOIT R B AND J RR CO STACK        APPROX. 0.6 KM 2052654.3 |
 NH1360| NH1355 BELOIT IRON WORKS STACK             256.675 METERS 29504     |
 NH1360| NH1364 BELOIT WISC P AND L CO S STACK      492.881 METERS 3565010.8 |
 NH1360|---------------------------------------------------------------------|
 NH1360
 NH1360                          SUPERSEDED SURVEY CONTROL
 NH1360
 NH1360  ELLIP H (09/15/98)  204.56   (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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1360.See file dsdata.txt to determine how the superseded data were derived.
 NH1360
 NH1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3305207460(NAD 83)
 NH1360_MARKER: DS = TRIANGULATION STATION DISK
 NH1360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1360_STAMPING: COLLEGE
 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 = OCTOBER  7, 2006
 OM0872 ***********************************************************************
 OM0872  DESIGNATION -  COLLEGE
 OM0872  PID         -  OM0872
 OM0872  STATE/COUNTY-  WI/JEFFERSON
 OM0872  USGS QUAD   -  WATERTOWN (1971)
 OM0872
 OM0872                         *CURRENT SURVEY CONTROL
 OM0872  ___________________________________________________________________
 OM0872* NAD 83(1991)-  43 11 14.68284(N)    088 42 35.92103(W)     ADJUSTED  
 OM0872* NAVD 88     -       271.     (meters)     889.     (feet)  SCALED    
 OM0872  ___________________________________________________________________
 OM0872  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 OM0872  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 OM0872
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0872
 OM0872.The geoid height was determined by GEOID03.
 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     -   0.99996294  x   0.99993948  =   0.99990242
 OM0872!UTM  16      -   0.99996294  x   0.99983752  =   0.99980046
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0872.See file dsdata.txt to determine how the superseded data were derived.
 OM0872
 OM0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6104683046(NAD 83)
 OM0872_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 PN1303 ***********************************************************************
 PN1303  DESIGNATION -  COLOMA
 PN1303  PID         -  PN1303
 PN1303  STATE/COUNTY-  WI/WAUSHARA
 PN1303  USGS QUAD   -  COLOMA (1968)
 PN1303
 PN1303                         *CURRENT SURVEY CONTROL
 PN1303  ___________________________________________________________________
 PN1303* NAD 83(1991)-  44 02 39.67545(N)    089 32 15.96689(W)     ADJUSTED  
 PN1303* NAVD 88     -       352.6    (meters)    1157.     (feet)  VERTCON   
 PN1303  ___________________________________________________________________
 PN1303  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 PN1303  GEOID HEIGHT-         -35.90  (meters)                     GEOID03
 PN1303
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1303
 PN1303.The geoid height was determined by GEOID03.
 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     -   0.99995034  x   0.99999554  =   0.99994588
 PN1303!UTM  16      -   0.99995034  x   1.00010843  =   1.00005877
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1303.See file dsdata.txt to determine how the superseded data were derived.
 PN1303
 PN1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP9668679931(NAD 83)
 PN1303_MARKER: DE = TRAVERSE STATION DISK
 PN1303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1303_SP_SET: 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 = OCTOBER  7, 2006
 PN1102 ***********************************************************************
 PN1102  DESIGNATION -  COLOMA MUN TANK
 PN1102  PID         -  PN1102
 PN1102  STATE/COUNTY-  WI/WAUSHARA
 PN1102  USGS QUAD   -  COLOMA (1968)
 PN1102
 PN1102                         *CURRENT SURVEY CONTROL
 PN1102  ___________________________________________________________________
 PN1102* NAD 83(1991)-  44 02 02.49119(N)    089 31 31.49266(W)     ADJUSTED  
 PN1102* NAVD 88     -                                                        
 PN1102  ___________________________________________________________________
 PN1102  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 PN1102  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 PN1102
 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
 PN1102.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1102
 PN1102.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 PN1102
 PN1102  NAD 83(1986)-  44 02 02.48504(N)    089 31 31.50219(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1102.See file dsdata.txt to determine how the superseded data were derived.
 PN1102
 PN1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP9764178753(NAD 83)
 PN1102_MARKER: 53 = ELEVATED TANK
 PN1102
 PN1102  HISTORY     - Date     Condition        Report By
 PN1102  HISTORY     - 1981     FIRST OBSERVED   NGS
 PN1102  HISTORY     - 20000326 GOOD             USPSQD
 PN1102  HISTORY     - 20030519 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5684 ***********************************************************************
 DH5684  DESIGNATION -  COLOMA S GPS AZ MK
 DH5684  PID         -  DH5684
 DH5684  STATE/COUNTY-  WI/WAUSHARA
 DH5684  USGS QUAD   -  WESTFIELD WEST (1981)
 DH5684
 DH5684                         *CURRENT SURVEY CONTROL
 DH5684  ___________________________________________________________________
 DH5684* NAD 83(1997)-  43 59 47.31247(N)    089 31 41.37589(W)     ADJUSTED  
 DH5684* NAVD 88     -                                                        
 DH5684  ___________________________________________________________________
 DH5684  X           -      37,847.932 (meters)                     COMP
 DH5684  Y           -  -4,595,790.078 (meters)                     COMP
 DH5684  Z           -   4,408,000.663 (meters)                     COMP
 DH5684  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 DH5684  ELLIP HEIGHT-         274.61  (meters)          (08/01/05) GPS OBS
 DH5684  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 DH5684
 DH5684  HORZ ORDER  -  FIRST
 DH5684  ELLP ORDER  -  SECOND    CLASS I
 DH5684
 DH5684.The horizontal coordinates were established by GPS observations
 DH5684.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5684
 DH5684
 DH5684.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5684
 DH5684.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5684
 DH5684.The ellipsoidal height was determined by GPS observations
 DH5684.and is referenced to NAD 83.
 DH5684
 DH5684.The geoid height was determined by GEOID03.
 DH5684
 DH5684;                    North         East     Units Scale Factor Converg.
 DH5684;SPC WI S     -   221,902.571   637,846.020   MT  0.99998650   +0 19 27.1
 DH5684;SPC WI S     -   728,025.35  2,092,666.48   sFT  0.99998650   +0 19 27.1
 DH5684;UTM  16      - 4,874,588.891   297,292.622   MT  1.00010540   -1 45 24.1
 DH5684
 DH5684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5684!SPC WI S     -   0.99995694  x   0.99998650  =   0.99994344
 DH5684!UTM  16      -   0.99995694  x   1.00010540  =   1.00006234
 DH5684
 DH5684                          SUPERSEDED SURVEY CONTROL
 DH5684
 DH5684.No superseded survey control is available for this station.
 DH5684
 DH5684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP9729374589(NAD 83)
 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 - December 28, 2005
 DH5684
 DH5684  HISTORY     - Date     Condition        Report By
 DH5684  HISTORY     - UNK      MONUMENTED       WI-137
 DH5684  HISTORY     - 20030826 GOOD             WIDT
 DH5684  HISTORY     - 20051228 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0398 ***********************************************************************
 QN0398  DESIGNATION -  COLONEL
 QN0398  PID         -  QN0398
 QN0398  STATE/COUNTY-  WI/PRICE
 QN0398  USGS QUAD   -  HAWKINS (1981)
 QN0398
 QN0398                         *CURRENT SURVEY CONTROL
 QN0398  ___________________________________________________________________
 QN0398* NAD 83(1991)-  45 31 02.46653(N)    090 38 34.32975(W)     ADJUSTED  
 QN0398* NAVD 88     -       442.041  (meters)    1450.26   (feet)  ADJUSTED  
 QN0398  ___________________________________________________________________
 QN0398  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 QN0398  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 QN0398  DYNAMIC HT  -         442.022 (meters)    1450.20  (feet)  COMP
 QN0398  MODELED GRAV-     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
 QN0398.and adjusted by the National Geodetic Survey in June 1991..
 QN0398
 QN0398.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0398
 QN0398.The geoid height was determined by GEOID03.
 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;                    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     -   0.99993546  x   1.00000932  =   0.99994478
 QN0398!SPC WI C     -   0.99993546  x   1.00000335  =   0.99993881
 QN0398!UTM  15      -   0.99993546  x   1.00001671  =   0.99995217
 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
 QN0398.Superseded values are not recommended for survey control.
 QN0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0398.See file dsdata.txt to determine how the superseded data were derived.
 QN0398
 QN0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL8409843127(NAD 83)
 QN0398_MARKER: DS = TRIANGULATION STATION DISK
 QN0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 OM1032 ***********************************************************************
 OM1032  DESIGNATION -  COLUMBUS
 OM1032  PID         -  OM1032
 OM1032  STATE/COUNTY-  WI/COLUMBIA
 OM1032  USGS QUAD   -  COLUMBUS (1980)
 OM1032
 OM1032                         *CURRENT SURVEY CONTROL
 OM1032  ___________________________________________________________________
 OM1032* NAD 83(1991)-  43 20 41.57137(N)    089 01 05.44439(W)     ADJUSTED  
 OM1032* NAVD 88     -       261.     (meters)     856.     (feet)  SCALED    
 OM1032  ___________________________________________________________________
 OM1032  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 OM1032  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 OM1032
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1032
 OM1032.The geoid height was determined by GEOID03.
 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     -   0.99996457  x   0.99993303  =   0.99989760
 OM1032!UTM  16      -   0.99996457  x   0.99992915  =   0.99989372
 OM1032
 OM1032:                Primary Azimuth Mark                     Grid Az
 OM1032:SPC WI S     -  COLUMBUS STOKELY VAN CAMP STK            129 01 33.0
 OM1032:UTM  16      -  COLUMBUS STOKELY VAN CAMP STK            131 05 09.6
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1032.See file dsdata.txt to determine how the superseded data were derived.
 OM1032
 OM1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP3642301092(NAD 83)
 OM1032_MARKER: DS = TRIANGULATION STATION DISK
 OM1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 DH5546 ***********************************************************************
 DH5546  DESIGNATION -  COLUMBUS CENTRAL GPS
 DH5546  PID         -  DH5546
 DH5546  STATE/COUNTY-  WI/COLUMBIA
 DH5546  USGS QUAD   -  COLUMBUS (1980)
 DH5546
 DH5546                         *CURRENT SURVEY CONTROL
 DH5546  ___________________________________________________________________
 DH5546* NAD 83(1997)-  43 19 27.11730(N)    089 02 56.48219(W)     ADJUSTED  
 DH5546* NAVD 88     -                                                        
 DH5546  ___________________________________________________________________
 DH5546  X           -      77,133.952 (meters)                     COMP
 DH5546  Y           -  -4,646,845.575 (meters)                     COMP
 DH5546  Z           -   4,353,934.220 (meters)                     COMP
 DH5546  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 DH5546  ELLIP HEIGHT-         234.33  (meters)          (08/01/05) GPS OBS
 DH5546  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 DH5546
 DH5546  HORZ ORDER  -  FIRST
 DH5546  ELLP ORDER  -  SECOND    CLASS I
 DH5546
 DH5546.The horizontal coordinates were established by GPS observations
 DH5546.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5546
 DH5546
 DH5546.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5546
 DH5546.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5546
 DH5546.The ellipsoidal height was determined by GPS observations
 DH5546.and is referenced to NAD 83.
 DH5546
 DH5546.The geoid height was determined by GEOID03.
 DH5546
 DH5546;                    North         East     Units Scale Factor Converg.
 DH5546;SPC WI S     -   147,545.458   677,127.858   MT  0.99993345   +0 39 12.3
 DH5546;SPC WI S     -   484,072.06  2,221,543.65   sFT  0.99993345   +0 39 12.3
 DH5546;UTM  16      - 4,798,856.288   333,866.156   MT  0.99993952   -1 24 22.3
 DH5546
 DH5546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5546!SPC WI S     -   0.99996325  x   0.99993345  =   0.99989671
 DH5546!UTM  16      -   0.99996325  x   0.99993952  =   0.99990278
 DH5546
 DH5546                          SUPERSEDED SURVEY CONTROL
 DH5546
 DH5546.No superseded survey control is available for this station.
 DH5546
 DH5546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3386698856(NAD 83)
 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 - December 28, 2005
 DH5546
 DH5546  HISTORY     - Date     Condition        Report By
 DH5546  HISTORY     - 1994     MONUMENTED       WI-021
 DH5546  HISTORY     - 20030807 GOOD             WIDT
 DH5546  HISTORY     - 20051228 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1031 ***********************************************************************
 OM1031  DESIGNATION -  COLUMBUS CITY HALL CUPOLA
 OM1031  PID         -  OM1031
 OM1031  STATE/COUNTY-  WI/COLUMBIA
 OM1031  USGS QUAD   -  COLUMBUS (1980)
 OM1031
 OM1031                         *CURRENT SURVEY CONTROL
 OM1031  ___________________________________________________________________
 OM1031* NAD 83(1991)-  43 20 21.20464(N)    089 00 56.60060(W)     ADJUSTED  
 OM1031* NAVD 88     -                                                        
 OM1031  ___________________________________________________________________
 OM1031  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 OM1031  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 OM1031
 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
 OM1031.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1031
 OM1031.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 OM1031
 OM1031  NAD 83(1986)-  43 20 21.19708(N)    089 00 56.60662(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1031.See file dsdata.txt to determine how the superseded data were derived.
 OM1031
 OM1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP3660700459(NAD 83)
 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 = OCTOBER  7, 2006
 OM1321 ***********************************************************************
 OM1321  DESIGNATION -  COLUMBUS GPS
 OM1321  PID         -  OM1321
 OM1321  STATE/COUNTY-  WI/DODGE
 OM1321  USGS QUAD   -  ASTICO (1980)
 OM1321
 OM1321                         *CURRENT SURVEY CONTROL
 OM1321  ___________________________________________________________________
 OM1321* NAD 83(1997)-  43 21 40.66762(N)    088 59 01.49450(W)     ADJUSTED  
 OM1321* NAVD 88     -       264.     (meters)     866.     (feet)  SCALED    
 OM1321  ___________________________________________________________________
 OM1321  X           -      82,377.596 (meters)                     COMP
 OM1321  Y           -  -4,643,922.793 (meters)                     COMP
 OM1321  Z           -   4,356,928.515 (meters)                     COMP
 OM1321  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 OM1321  ELLIP HEIGHT-         229.65  (meters)          (08/01/05) GPS OBS
 OM1321  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 OM1321  OBS GRAVITY -     980,361.3   (mgal)                       GRAV_OBS
 OM1321
 OM1321  HORZ ORDER  -  B
 OM1321  ELLP ORDER  -  FOURTH    CLASS I
 OM1321
 OM1321.The horizontal coordinates were established by GPS observations
 OM1321.and adjusted by the WI DEPT OF TRANSP in August 2005..
 OM1321
 OM1321.The orthometric height was scaled from a topographic map.
 OM1321
 OM1321.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1321
 OM1321.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1321
 OM1321.The ellipsoidal height was determined by GPS observations
 OM1321.and is referenced to NAD 83.
 OM1321
 OM1321.The geoid height was determined by GEOID03.
 OM1321.The observed gravity was obtained from relative gravimeter ties
 OM1321.to the IGSN71 gravity network.
 OM1321
 OM1321;                    North         East     Units Scale Factor Converg.
 OM1321;SPC WI S     -   151,728.813   682,371.379   MT  0.99993279   +0 41 53.8
 OM1321;SPC WI S     -   497,796.95  2,238,746.77   sFT  0.99993279   +0 41 53.8
 OM1321;UTM  16      - 4,802,848.426   339,256.646   MT  0.99991785   -1 21 44.4
 OM1321
 OM1321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1321!SPC WI S     -   0.99996399  x   0.99993279  =   0.99989678
 OM1321!UTM  16      -   0.99996399  x   0.99991785  =   0.99988184
 OM1321
 OM1321                          SUPERSEDED SURVEY CONTROL
 OM1321
 OM1321.No superseded survey control is available for this station.
 OM1321
 OM1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP3925702848(NAD 83)
 OM1321_MARKER: DD = SURVEY DISK
 OM1321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1321_SP_SET: CONCRETE POST
 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 - December 28, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1030 ***********************************************************************
 OM1030  DESIGNATION -  COLUMBUS KURTHS BEER SERV STK
 OM1030  PID         -  OM1030
 OM1030  STATE/COUNTY-  WI/COLUMBIA
 OM1030  USGS QUAD   -  COLUMBUS (1980)
 OM1030
 OM1030                         *CURRENT SURVEY CONTROL
 OM1030  ___________________________________________________________________
 OM1030* NAD 83(1991)-  43 19 59.20696(N)    089 01 13.34052(W)     ADJUSTED  
 OM1030* NAVD 88     -                                                        
 OM1030  ___________________________________________________________________
 OM1030  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 OM1030  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 OM1030
 OM1030  HORZ ORDER  -  THIRD
 OM1030
 OM1030.The horizontal coordinates were established by classical geodetic methods
 OM1030.and adjusted by the National Geodetic Survey in November 1991..
 OM1030
 OM1030
 OM1030.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1030
 OM1030.The geoid height was determined by GEOID03.
 OM1030
 OM1030;                    North         East     Units Scale Factor Converg.
 OM1030;SPC WI S     -   148,562.538   679,439.781   MT  0.99993325   +0 40 23.2
 OM1030;SPC WI S     -   487,408.93  2,229,128.68   sFT  0.99993325   +0 40 23.2
 OM1030;UTM  16      - 4,799,789.617   336,213.144   MT  0.99993000   -1 23 12.4
 OM1030
 OM1030                          SUPERSEDED SURVEY CONTROL
 OM1030
 OM1030  NAD 83(1986)-  43 19 59.19925(N)    089 01 13.34649(W) AD(       ) 4
 OM1030  NAD 27      -  43 19 59.23400(N)    089 01 12.95100(W) AD(       ) 3
 OM1030
 OM1030.Superseded values are not recommended for survey control.
 OM1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1030.See file dsdata.txt to determine how the superseded data were derived.
 OM1030
 OM1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3621399790(NAD 83)
 OM1030_MARKER: 63 = STACK
 OM1030
 OM1030  HISTORY     - Date     Condition        Report By
 OM1030  HISTORY     - 1958     FIRST OBSERVED   CGS
 OM1030  HISTORY     - 20021227 MARK NOT FOUND   USPSQD
 OM1030
 OM1030                          STATION DESCRIPTION
 OM1030
 OM1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1030'THE STATION IS THE TOP OF THE STACK.  THE STACK IS MADE OF
 OM1030'YELLOW COLORED BRICK AND HAS AN OVERALL HEIGHT OF ABOUT 60
 OM1030'FEET.  THE STACK IS OWNED BY THE KURTHS BEER SERVICE.
 OM1030'
 OM1030'THE STACK IS LOCATED IN THE SOUTH EDGE OF COLUMBUS AT THE
 OM1030'INTERSECTION OF STATE HIGHWAY 89 AND U.S. HIGHWAY 151.
 OM1030
 OM1030                          STATION RECOVERY (2002)
 OM1030
 OM1030'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM1030'NOT FOUND.  THE PROPERTY IS NOW OPERATED BY RESOURCE SOLUTIONS AND
 OM1030'THERE IS NO STACK PRESENT.  IT WAS SOUTHWEST OF HIGHWAY 89, SOUTHEAST
 OM1030'OF BUSINESS HIGHWAY 151 AND 73.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1026 ***********************************************************************
 OM1026  DESIGNATION -  COLUMBUS MUNICIPAL WATER TOWER
 OM1026  PID         -  OM1026
 OM1026  STATE/COUNTY-  WI/COLUMBIA
 OM1026  USGS QUAD   -  COLUMBUS (1980)
 OM1026
 OM1026                         *CURRENT SURVEY CONTROL
 OM1026  ___________________________________________________________________
 OM1026* NAD 83(1991)-  43 20 40.48506(N)    089 01 06.96802(W)     ADJUSTED  
 OM1026* NAVD 88     -                                                        
 OM1026  ___________________________________________________________________
 OM1026  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 OM1026  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 OM1026
 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
 OM1026.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1026
 OM1026.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 OM1026
 OM1026  NAD 83(1986)-  43 20 40.47740(N)    089 01 06.97418(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1026.See file dsdata.txt to determine how the superseded data were derived.
 OM1026
 OM1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP3638701060(NAD 83)
 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 = OCTOBER  7, 2006
 OM1028 ***********************************************************************
 OM1028  DESIGNATION -  COLUMBUS ST JEROMES CATH CH SP
 OM1028  PID         -  OM1028
 OM1028  STATE/COUNTY-  WI/COLUMBIA
 OM1028  USGS QUAD   -  COLUMBUS (1980)
 OM1028
 OM1028                         *CURRENT SURVEY CONTROL
 OM1028  ___________________________________________________________________
 OM1028* NAD 83(1991)-  43 20 37.35678(N)    089 01 02.30525(W)     ADJUSTED  
 OM1028* NAVD 88     -                                                        
 OM1028  ___________________________________________________________________
 OM1028  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 OM1028  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 OM1028
 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
 OM1028.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1028
 OM1028.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 OM1028
 OM1028  NAD 83(1986)-  43 20 37.34926(N)    089 01 02.31134(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1028.See file dsdata.txt to determine how the superseded data were derived.
 OM1028
 OM1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP3649000961(NAD 83)
 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 = OCTOBER  7, 2006
 OM1029 ***********************************************************************
 OM1029  DESIGNATION -  COLUMBUS STOKELY VAN CAMP STK
 OM1029  PID         -  OM1029
 OM1029  STATE/COUNTY-  WI/COLUMBIA
 OM1029  USGS QUAD   -  COLUMBUS (1980)
 OM1029
 OM1029                         *CURRENT SURVEY CONTROL
 OM1029  ___________________________________________________________________
 OM1029* NAD 83(1991)-  43 20 22.00125(N)    089 00 33.15141(W)     ADJUSTED  
 OM1029* NAVD 88     -                                                        
 OM1029  ___________________________________________________________________
 OM1029  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 OM1029  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 OM1029
 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
 OM1029.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1029
 OM1029.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 OM1029
 OM1029  NAD 83(1986)-  43 20 21.99367(N)    089 00 33.15752(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1029.See file dsdata.txt to determine how the superseded data were derived.
 OM1029
 OM1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP3713500471(NAD 83)
 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 = OCTOBER  7, 2006
 OM1025 ***********************************************************************
 OM1025  DESIGNATION -  COLUMBUS THE BORDEN CO STACK
 OM1025  PID         -  OM1025
 OM1025  STATE/COUNTY-  WI/COLUMBIA
 OM1025  USGS QUAD   -  COLUMBUS (1980)
 OM1025
 OM1025                         *CURRENT SURVEY CONTROL
 OM1025  ___________________________________________________________________
 OM1025* NAD 83(1991)-  43 20 40.73910(N)    089 01 20.49524(W)     ADJUSTED  
 OM1025* NAVD 88     -                                                        
 OM1025  ___________________________________________________________________
 OM1025  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 OM1025  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 OM1025
 OM1025  HORZ ORDER  -  THIRD
 OM1025
 OM1025.The horizontal coordinates were established by classical geodetic methods
 OM1025.and adjusted by the National Geodetic Survey in November 1991..
 OM1025
 OM1025
 OM1025.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1025
 OM1025.The geoid height was determined by GEOID03.
 OM1025
 OM1025;                    North         East     Units Scale Factor Converg.
 OM1025;SPC WI S     -   149,842.193   679,263.600   MT  0.99993303   +0 40 18.3
 OM1025;SPC WI S     -   491,607.26  2,228,550.66   sFT  0.99993303   +0 40 18.3
 OM1025;UTM  16      - 4,801,074.775   336,083.075   MT  0.99993052   -1 23 18.3
 OM1025
 OM1025                          SUPERSEDED SURVEY CONTROL
 OM1025
 OM1025  NAD 83(1986)-  43 20 40.73143(N)    089 01 20.50108(W) AD(       ) 4
 OM1025  NAD 27      -  43 20 40.76800(N)    089 01 20.10700(W) AD(       ) 3
 OM1025
 OM1025.Superseded values are not recommended for survey control.
 OM1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1025.See file dsdata.txt to determine how the superseded data were derived.
 OM1025
 OM1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP3608301075(NAD 83)
 OM1025_MARKER: 63 = STACK
 OM1025
 OM1025  HISTORY     - Date     Condition        Report By
 OM1025  HISTORY     - 1958     FIRST OBSERVED   CGS
 OM1025  HISTORY     - 20021227 MARK NOT FOUND   USPSQD
 OM1025
 OM1025                          STATION DESCRIPTION
 OM1025
 OM1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1025'THE STATION IS THE CENTER OF THE TOP OF THE STACK LOCATED
 OM1025'IN THE NORTHWEST SECTION OF COLUMBUS AT THE NORTH END OF THE
 OM1025'BORDEN PLANT.  THE STACK IS MADE OF RED BRICK AND THE HEIGHT
 OM1025'IS 165 FEET.
 OM1025
 OM1025                          STATION RECOVERY (2002)
 OM1025
 OM1025'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM1025'NOT FOUND.  THE SITE IS NOW OWNED BY LAND O LAKES.  THERE IS NO STACK
 OM1025'PRESENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1027 ***********************************************************************
 OM1027  DESIGNATION -  COLUMBUS ZION EV LUTH CH SPIRE
 OM1027  PID         -  OM1027
 OM1027  STATE/COUNTY-  WI/COLUMBIA
 OM1027  USGS QUAD   -  COLUMBUS (1980)
 OM1027
 OM1027                         *CURRENT SURVEY CONTROL
 OM1027  ___________________________________________________________________
 OM1027* NAD 83(1991)-  43 20 25.80802(N)    089 00 55.79019(W)     ADJUSTED  
 OM1027* NAVD 88     -                                                        
 OM1027  ___________________________________________________________________
 OM1027  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 OM1027  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 OM1027
 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
 OM1027.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1027
 OM1027.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 OM1027
 OM1027  NAD 83(1986)-  43 20 25.80035(N)    089 00 55.79618(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1027.See file dsdata.txt to determine how the superseded data were derived.
 OM1027
 OM1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP3662800601(NAD 83)
 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 = OCTOBER  7, 2006
 AH8951 ***********************************************************************
 AH8951  DESIGNATION -  COMSTOCK
 AH8951  PID         -  AH8951
 AH8951  STATE/COUNTY-  WI/BARRON
 AH8951  USGS QUAD   -  ALMENA (1978)
 AH8951
 AH8951                         *CURRENT SURVEY CONTROL
 AH8951  ___________________________________________________________________
 AH8951* NAD 83(1997)-  45 28 00.84846(N)    092 04 42.99088(W)     ADJUSTED  
 AH8951* NAVD 88     -       381.4    (meters)    1251.     (feet)  GPS OBS   
 AH8951  ___________________________________________________________________
 AH8951  X           -    -162,528.465 (meters)                     COMP
 AH8951  Y           -  -4,478,048.190 (meters)                     COMP
 AH8951  Z           -   4,524,140.716 (meters)                     COMP
 AH8951  LAPLACE CORR-          -7.83  (seconds)                    DEFLEC99
 AH8951  ELLIP HEIGHT-         351.51  (meters)          (06/17/02) GPS OBS
 AH8951  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 AH8951
 AH8951  HORZ ORDER  -  FIRST
 AH8951  ELLP ORDER  -  SECOND    CLASS I
 AH8951
 AH8951.The horizontal coordinates were established by GPS observations
 AH8951.and adjusted by the National Geodetic Survey in June 2002..
 AH8951
 AH8951.The orthometric height was determined by GPS observations and a
 AH8951.high-resolution geoid model.
 AH8951
 AH8951.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8951
 AH8951.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8951
 AH8951.The ellipsoidal height was determined by GPS observations
 AH8951.and is referenced to NAD 83.
 AH8951
 AH8951.The geoid height was determined by GEOID03.
 AH8951
 AH8951;                    North         East     Units Scale Factor Converg.
 AH8951;SPC WI C     -   183,607.369   437,463.570   MT  0.99999386   -1 27 59.8
 AH8951;SPC WI C     -   602,385.18  1,435,245.06   sFT  0.99999386   -1 27 59.8
 AH8951;UTM  15      - 5,035,232.323   572,027.482   MT  0.99966378   +0 39 24.6
 AH8951
 AH8951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8951!SPC WI C     -   0.99994489  x   0.99999386  =   0.99993875
 AH8951!UTM  15      -   0.99994489  x   0.99966378  =   0.99960869
 AH8951
 AH8951                          SUPERSEDED SURVEY CONTROL
 AH8951
 AH8951  NAD 83(1991)-  45 28 00.84786(N)    092 04 42.98960(W) AD(       ) 1
 AH8951  ELLIP H (05/04/99)  351.52   (m)                       GP(       ) 2 1
 AH8951
 AH8951.Superseded values are not recommended for survey control.
 AH8951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8951.See file dsdata.txt to determine how the superseded data were derived.
 AH8951
 AH8951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7202735232(NAD 83)
 AH8951_MARKER: I = METAL 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 - September 26, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0866 ***********************************************************************
 OM0866  DESIGNATION -  CONCORD
 OM0866  PID         -  OM0866
 OM0866  STATE/COUNTY-  WI/JEFFERSON
 OM0866  USGS QUAD   -  HELENVILLE (1971)
 OM0866
 OM0866                         *CURRENT SURVEY CONTROL
 OM0866  ___________________________________________________________________
 OM0866* NAD 83(1991)-  43 04 08.73286(N)    088 38 22.45558(W)     ADJUSTED  
 OM0866* NAVD 88     -       287.     (meters)     942.     (feet)  SCALED    
 OM0866  ___________________________________________________________________
 OM0866  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 OM0866  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 OM0866
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0866
 OM0866.The geoid height was determined by GEOID03.
 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     -   0.99996040  x   0.99994926  =   0.99990966
 OM0866!UTM  16      -   0.99996040  x   0.99981922  =   0.99977962
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0866.See file dsdata.txt to determine how the superseded data were derived.
 OM0866
 OM0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6651069792(NAD 83)
 OM0866_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0866_STAMPING: CONCORD 1957
 OM0866_PROJECTION: RECESSED 30 CENTIMETERS
 OM0866
 OM0866  HISTORY     - Date     Condition        Report By
 OM0866  HISTORY     - 1957     MONUMENTED       CGS
 OM0866  HISTORY     - 19941008 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 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  USGS QUAD   -  OCONOMOWOC WEST (1971)
 DG4846
 DG4846                         *CURRENT SURVEY CONTROL
 DG4846  ___________________________________________________________________
 DG4846* NAD 83(1997)-  43 02 54.26332(N)    088 32 52.31553(W)     ADJUSTED  
 DG4846* NAVD 88     -       261.29   (meters)     857.2    (feet)  GPS OBS   
 DG4846  ___________________________________________________________________
 DG4846  X           -     118,307.000 (meters)                     COMP
 DG4846  Y           -  -4,666,950.622 (meters)                     COMP
 DG4846  Z           -   4,331,588.038 (meters)                     COMP
 DG4846  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 DG4846  ELLIP HEIGHT-         226.89  (meters)          (04/02/04) GPS OBS
 DG4846  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 DG4846
 DG4846  HORZ ORDER  -  FIRST
 DG4846  ELLP ORDER  -  FOURTH    CLASS I
 DG4846
 DG4846.The horizontal coordinates were established by GPS observations
 DG4846.and adjusted by the WI DEPT OF TRANSP in April 2004..
 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.Photographs are available 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 DEFLEC99 derived deflections.
 DG4846
 DG4846.The ellipsoidal height was determined by GPS observations
 DG4846.and is referenced to NAD 83.
 DG4846
 DG4846.The geoid height was determined by GEOID03.
 DG4846
 DG4846;                    North         East     Units Scale Factor Converg.
 DG4846;SPC WI S     -   117,498.021   718,303.735   MT  0.99995140   +0 59 52.0
 DG4846;SPC WI S     -   385,491.42  2,356,634.84   sFT  0.99995140   +0 59 52.0
 DG4846;UTM  16      - 4,767,352.821   373,934.054   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  =   0.99991582
 DG4846!UTM  16      -   0.99996442  x   0.99979551  =   0.99975994
 DG4846
 DG4846                          SUPERSEDED SURVEY CONTROL
 DG4846
 DG4846.No superseded survey control is available for this station.
 DG4846
 DG4846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7393467353(NAD 83)
 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 - 2001
 DG4846
 DG4846  HISTORY     - Date     Condition        Report By
 DG4846  HISTORY     - 1992     MONUMENTED       WI-055
 DG4846  HISTORY     - 2001     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'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1257 ***********************************************************************
 OM1257  CBN         -  This is a Cooperative Base Network Control Station.
 OM1257  DESIGNATION -  CONCORD GPS
 OM1257  PID         -  OM1257
 OM1257  STATE/COUNTY-  WI/JEFFERSON
 OM1257  USGS QUAD   -  OCONOMOWOC WEST (1971)
 OM1257
 OM1257                         *CURRENT SURVEY CONTROL
 OM1257  ___________________________________________________________________
 OM1257* NAD 83(1997)-  43 04 28.46141(N)    088 35 20.46169(W)     ADJUSTED  
 OM1257* NAVD 88     -       259.264  (meters)     850.60   (feet)  ADJUSTED  
 OM1257  ___________________________________________________________________
 OM1257  X           -     114,906.101 (meters)                     COMP
 OM1257  Y           -  -4,665,048.651 (meters)                     COMP
 OM1257  Z           -   4,333,710.563 (meters)                     COMP
 OM1257  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 OM1257  ELLIP HEIGHT-         224.85  (meters)          (04/28/99) GPS OBS
 OM1257  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 OM1257  DYNAMIC HT  -         259.197 (meters)     850.38  (feet)  COMP
 OM1257  MODELED GRAV-     980,356.5   (mgal)                       NAVD 88
 OM1257  OBS GRAVITY -     980,357.6   (mgal)                       GRAV_OBS
 OM1257
 OM1257  HORZ ORDER  -  A
 OM1257  VERT ORDER  -  SECOND    CLASS I
 OM1257  ELLP ORDER  -  THIRD     CLASS I
 OM1257
 OM1257.The horizontal coordinates were established by GPS observations
 OM1257.and adjusted by the National Geodetic Survey in April 1999..
 OM1257
 OM1257.The orthometric height was determined by differential leveling
 OM1257.and adjusted by the National Geodetic Survey in February 2004..
 OM1257
 OM1257.Photographs are available 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 DEFLEC99 derived deflections.
 OM1257
 OM1257.The ellipsoidal height was determined by GPS observations
 OM1257.and is referenced to NAD 83.
 OM1257
 OM1257.The geoid height was determined by GEOID03.
 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.The observed gravity was obtained from relative gravimeter ties
 OM1257.to the IGSN71 gravity network.
 OM1257
 OM1257;                    North         East     Units Scale Factor Converg.
 OM1257;SPC WI S     -   120,346.803   714,902.295   MT  0.99994871   +0 58 10.2
 OM1257;SPC WI S     -   394,837.80  2,345,475.28   sFT  0.99994871   +0 58 10.2
 OM1257;UTM  16      - 4,770,321.280   370,637.432   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  =   0.99991345
 OM1257!UTM  16      -   0.99996474  x   0.99980587  =   0.99977062
 OM1257
 OM1257                          SUPERSEDED SURVEY CONTROL
 OM1257
 OM1257  NAD 83(1991)-  43 04 28.46094(N)    088 35 20.45993(W) AD(       ) B
 OM1257  ELLIP H (06/11/91)  224.95   (m)                       GP(       ) 4 1
 OM1257  NAVD 88 (04/02/04)  259.26   (m)          850.6    (f) LEVELING    3  
 OM1257  NGVD 29 (06/29/94)  259.5    (m)          851.     (f) GPS OBS        
 OM1257
 OM1257.Superseded values are not recommended for survey control.
 OM1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1257.See file dsdata.txt to determine how the superseded data were derived.
 OM1257
 OM1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7063770321(NAD 83)
 OM1257_MARKER: DH = HORIZONTAL CONTROL DISK
 OM1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1257_SP_SET: CONCRETE POST
 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 - May 05, 2003
 OM1257
 OM1257  HISTORY     - Date     Condition        Report By
 OM1257  HISTORY     - 1989     MONUMENTED       WIDT
 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
 OM1257                          STATION DESCRIPTION
 OM1257
 OM1257'DESCRIBED BY WI DEPT OF TRANSP 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' 
 OM1257'CENTER OF A TRIANGLE FORMED BY THREE SQUARE
 OM1257' 
 OM1257' 
 OM1257'ORANGE POSTS.  THERE ARE NO OBSTRUCTIONS ABOVE
 OM1257' 
 OM1257' 
 OM1257'THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 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  USGS QUAD   -  HELENVILLE (1971)
 DG4847
 DG4847                         *CURRENT SURVEY CONTROL
 DG4847  ___________________________________________________________________
 DG4847* NAD 83(1997)-  43 06 03.23936(N)    088 38 02.49369(W)     ADJUSTED  
 DG4847* NAVD 88     -       275.11   (meters)     902.6    (feet)  GPS OBS   
 DG4847  ___________________________________________________________________
 DG4847  X           -     111,194.066 (meters)                     COMP
 DG4847  Y           -  -4,663,151.527 (meters)                     COMP
 DG4847  Z           -   4,335,857.453 (meters)                     COMP
 DG4847  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 DG4847  ELLIP HEIGHT-         240.66  (meters)          (04/02/04) GPS OBS
 DG4847  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 DG4847
 DG4847  HORZ ORDER  -  FIRST
 DG4847  ELLP ORDER  -  FOURTH    CLASS I
 DG4847
 DG4847.The horizontal coordinates were established by GPS observations
 DG4847.and adjusted by the WI DEPT OF TRANSP in April 2004..
 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.Photographs are available 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 DEFLEC99 derived deflections.
 DG4847
 DG4847.The ellipsoidal height was determined by GPS observations
 DG4847.and is referenced to NAD 83.
 DG4847
 DG4847.The geoid height was determined by GEOID03.
 DG4847
 DG4847;                    North         East     Units Scale Factor Converg.
 DG4847;SPC WI S     -   123,210.033   711,189.457   MT  0.99994621   +0 56 18.8
 DG4847;SPC WI S     -   404,231.58  2,333,294.08   sFT  0.99994621   +0 56 18.8
 DG4847;UTM  16      - 4,773,315.403   367,030.146   MT  0.99981751   -1 07 00.0
 DG4847
 DG4847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4847!SPC WI S     -   0.99996226  x   0.99994621  =   0.99990847
 DG4847!UTM  16      -   0.99996226  x   0.99981751  =   0.99977978
 DG4847
 DG4847                          SUPERSEDED SURVEY CONTROL
 DG4847
 DG4847.No superseded survey control is available for this station.
 DG4847
 DG4847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6703073315(NAD 83)
 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 - 2002
 DG4847
 DG4847  HISTORY     - Date     Condition        Report By
 DG4847  HISTORY     - 1992     MONUMENTED       WI-055
 DG4847  HISTORY     - 2002     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'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0507 ***********************************************************************
 QN0507  DESIGNATION -  CONNERS
 QN0507  PID         -  QN0507
 QN0507  STATE/COUNTY-  WI/SAWYER
 QN0507  USGS QUAD   -  OXBO (1970)
 QN0507
 QN0507                         *CURRENT SURVEY CONTROL
 QN0507  ___________________________________________________________________
 QN0507* NAD 83(1991)-  45 45 28.80326(N)    090 42 50.05687(W)     ADJUSTED  
 QN0507* NAVD 88     -       451.30   (+/-2cm)    1480.6    (feet)  VERTCON   
 QN0507  ___________________________________________________________________
 QN0507  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 QN0507  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 QN0507
 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.The vertical order pertains to the NGVD 29 superseded value.
 QN0507
 QN0507.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0507
 QN0507.The geoid height was determined by GEOID03.
 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     -   0.99993402  x   0.99997077  =   0.99990479
 QN0507!UTM  15      -   0.99993402  x   0.99998860  =   0.99992262
 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 (07/19/86)  451.30   (m)         1480.6    (f) LEVELING    3  
 QN0507
 QN0507.Superseded values are not recommended for survey control.
 QN0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0507.See file dsdata.txt to determine how the superseded data were derived.
 QN0507
 QN0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL7778769702(NAD 83)
 QN0507_MARKER: DS = TRIANGULATION STATION DISK
 QN0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 QN0508 ***********************************************************************
 QN0508  DESIGNATION -  CONNERS LAKE TOWER
 QN0508  PID         -  QN0508
 QN0508  STATE/COUNTY-  WI/SAWYER
 QN0508  USGS QUAD   -  OXBO (1970)
 QN0508
 QN0508                         *CURRENT SURVEY CONTROL
 QN0508  ___________________________________________________________________
 QN0508* NAD 83(1991)-  45 45 29.78270(N)    090 42 50.17361(W)     ADJUSTED  
 QN0508* NAVD 88     -       452.50   (+/-2cm)    1484.6    (feet)  VERTCON   
 QN0508  ___________________________________________________________________
 QN0508  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 QN0508  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 QN0508
 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.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.The vertical order pertains to the NGVD 29 superseded value.
 QN0508
 QN0508.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0508
 QN0508.The geoid height was determined by GEOID03.
 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     -   0.99993383  x   0.99997074  =   0.99990458
 QN0508!UTM  15      -   0.99993383  x   0.99998859  =   0.99992242
 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 (07/19/86)  452.50   (m)         1484.6    (f) LEVELING    3  
 QN0508
 QN0508.Superseded values are not recommended for survey control.
 QN0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0508.See file dsdata.txt to determine how the superseded data were derived.
 QN0508
 QN0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL7778369732(NAD 83)
 QN0508_MARKER: DD = SURVEY DISK
 QN0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0508_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 PN1119 ***********************************************************************
 PN1119  DESIGNATION -  CONNET AZ MK
 PN1119  PID         -  PN1119
 PN1119  STATE/COUNTY-  WI/WOOD
 PN1119  USGS QUAD   -  WISCONSIN RAPIDS NORTH (1984)
 PN1119
 PN1119                         *CURRENT SURVEY CONTROL
 PN1119  ___________________________________________________________________
 PN1119* NAD 83(1991)-  44 24 23.33912(N)    089 49 30.97493(W)     ADJUSTED  
 PN1119* NAVD 88     -       371.02   (+/-2cm)    1217.3    (feet)  VERTCON   
 PN1119  ___________________________________________________________________
 PN1119  LAPLACE CORR-          -5.83  (seconds)                    DEFLEC99
 PN1119  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 PN1119
 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.The vertical order pertains to the NGVD 29 superseded value.
 PN1119
 PN1119.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1119
 PN1119.The geoid height was determined by GEOID03.
 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     -   0.99994735  x   0.99997410  =   0.99992145
 PN1119!UTM  16      -   0.99994735  x   1.00022243  =   1.00016977
 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 (07/19/86)  371.04   (m)         1217.3    (f) LEVELING    3  
 PN1119
 PN1119.Superseded values are not recommended for survey control.
 PN1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1119.See file dsdata.txt to determine how the superseded data were derived.
 PN1119
 PN1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7503720904(NAD 83)
 PN1119_MARKER: DZ = AZIMUTH MARK DISK
 PN1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1119_SP_SET: TOP OF SQUARE 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 = OCTOBER  7, 2006
 PN0491 ***********************************************************************
 PN0491  DESIGNATION -  CONNET RESET
 PN0491  PID         -  PN0491
 PN0491  STATE/COUNTY-  WI/WOOD
 PN0491  USGS QUAD   -  WISCONSIN RAPIDS NORTH (1984)
 PN0491
 PN0491                         *CURRENT SURVEY CONTROL
 PN0491  ___________________________________________________________________
 PN0491* NAD 83(1991)-  44 24 08.74332(N)    089 49 39.72014(W)     ADJUSTED  
 PN0491* NAVD 88     -       309.457  (meters)    1015.28   (feet)  ADJUSTED  
 PN0491  ___________________________________________________________________
 PN0491  LAPLACE CORR-          -5.79  (seconds)                    DEFLEC99
 PN0491  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 PN0491  DYNAMIC HT  -         309.402 (meters)    1015.10  (feet)  COMP
 PN0491  MODELED GRAV-     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
 PN0491.and adjusted by the National Geodetic Survey in June 1991..
 PN0491
 PN0491.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0491
 PN0491.The geoid height was determined by GEOID03.
 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;                    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     -   0.99995700  x   0.99997467  =   0.99993167
 PN0491!UTM  16      -   0.99995700  x   1.00022358  =   1.00018057
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0491.See file dsdata.txt to determine how the superseded data were derived.
 PN0491
 PN0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7482820461(NAD 83)
 PN0491_MARKER: DB = BENCH MARK DISK
 PN0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0491_SP_SET: 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
 PN0491'TO THE WEST.  THE UNDERGROUND POINT WAS HELD AND THE SURFACE
 PN0491'MARK WAS RESET.  REFERENCE MARKS 1 AND 2 WERE SET.  A NEW
 PN0491'DESCRIPTION FOLLOWS--
 PN0491'
 PN0491'THE STATION IS LOCATED AT THE NORTH EDGE OF WISCONSIN RAPIDS,
 PN0491'ABOUT 400 FEET SOUTHWEST OF THE INTERSECTION OF BONOW AVE.
 PN0491'AND NORTH 4TH AVE. (STATE HIGHWAY 34), 207 FEET WEST OF THE
 PN0491'CENTERLINE OF NORTH 4TH AVE., 7 FEET WEST OF THE WEST RAIL
 PN0491'OF THE CHICAGO AND NORTHWESTERN RAILROAD, 44 FEET NORTH OF THE
 PN0491'NORTH RAIL OF THE GREEN BAY AND WESTERN RAILROAD, 3 FEET
 PN0491'EAST OF A METAL WITNESS POST AND 27 FEET SOUTHWEST OF THE
 PN0491'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 1 IS A STANDARD DISK STAMPED CONNET 1926 NO 1
 PN0491'1973, SET IN A DRILL HOLE IN THE TOP AND WEST SIDE OF THE
 PN0491'CONCRETE BASE OF METAL STREET LIGHT, 185 FEET NORTH OF THE
 PN0491'NORTH RAIL OF THE GREEN BAY AND WESTERN RAILROAD AND 27 FEET
 PN0491'WEST OF THE CENTERLINE OF NORTH 4TH AVE.
 PN0491'
 PN0491'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CONNET 1926 NO 2
 PN0491'1973 SET IN A DRILL HOLE IN THE TOP AND WEST SIDE OF THE CONCRETE
 PN0491'BASE OF A METAL STREET LIGHT, 52 FEET NORTH OF THE NORTH RAIL
 PN0491'OF THE GREEN BAY AND WESTERN RAILROAD AND 27 FEET WEST OF THE
 PN0491'CENTERLINE OF NORTH 4TH AVE.
 PN0491'
 PN0491'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 PN0491'
 PN0491'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT WISCONSIN
 PN0491'RAPIDS
 PN0491
 PN0491                          STATION RECOVERY (1973)
 PN0491
 PN0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 PN0491'AT WISCONSIN RAPIDS.
 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
 PN0491'BROKEN OFF ON THE WEST SIDE OF THE SURFACE MONUMENT.  REFERENCE
 PN0491'MARKS 1 AND 2 WERE FOUND TO BE IN GOOD CONDITION.  THE DISTANCE
 PN0491'AND DIRECTION TO REFERENCE MARKS 1 AND 2 COMPARED FAVORABLY WITH
 PN0491'THE 1973 DATA BY C.L.N.  A NEW AZIMUTH MARK AND NEW REFERENCE
 PN0491'MARKS 3 AND 4 WERE ESTABLISHED AT THIS TIME.  A NEW AND COMPLETE
 PN0491'DESCRIPTION FOLLOWS.
 PN0491'
 PN0491'THE STATION IS LOCATED AT THE NORTH EDGE OF WISCONSIN RAPIDS AND
 PN0491'JUST SOUTH OF THE CONSOLIDATED PAPER MILL ALONG SIDE RAILROAD
 PN0491'TRACK.
 PN0491'OWNERSHIP--ON RAILROAD RIGHT-OF-WAY.
 PN0491'
 PN0491'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 13, 73
 PN0491'AND 34 ON THE WEST SIDE OF WISCONSIN RAPIDS, GO NORTH ON STATE
 PN0491'HIGHWAY 34 (NORTH FOURTH AVENUE) FOR 0.5 MILE TO A RAILROAD
 PN0491'CROSSING JUST SOUTH OF THE CONSOLIDATED PAPER MILL AND THE STATION
 PN0491'ON THE LEFT ABOUT 200 FEET OFF THE ROAD AS DESCRIBED.
 PN0491'
 PN0491'THE STATION IS A STANDARD USC AND GS DISK
 PN0491'STAMPED---CONNET 1926 1973---,
 PN0491'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 26 CM ON A SIDE
 PN0491'FLUSH WITH GROUND.  IT IS LOCATED
 PN0491'14 METERS (46 FT) NORTH-NORTHEAST FROM THE CENTER OF THE TWO
 PN0491'CROSSINGS OF THE RAILROAD TRACKS,
 PN0491'7.9 METERS (26 FT) WEST-SOUTHWEST FROM A RAILROAD SWITCH BOX,
 PN0491'1.9 METERS (6.5 FT) WEST FROM THE WEST RAIL OF THE RAILROAD TRACK
 PN0491'AND
 PN0491'1.5 METERS (5 FT) EAST-SOUTHEAST FROM A METAL WITNESS POST.
 PN0491'THE UNDERGROUND MARK IS THERE ACCORDING TO THE 1973 DATA.
 PN0491'
 PN0491'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 PN0491'STAMPED---CONNET 1926 NO 1 1973---,
 PN0491'CEMENTED IN DRILL HOLE IN THE TOP AND WEST SIDE OF THE CONCRETE
 PN0491'BASE OF A METAL LIGHT POLE, 60 CM LARGEST DIMENSION.
 PN0491'IT IS LOCATED
 PN0491'8.2 METERS (27 FT) WEST FROM THE CENTER OF NORTH FOURTH AVENUE,
 PN0491'5.1 METERS (17 FT) SOUTH FROM A WOODEN RAILROAD CROSSING SIGN AND
 PN0491'2.6 METERS (8.5 FT) EAST FROM THE EAST RAIL OF A RAILROAD TRACK.
 PN0491'MARK IS LEVEL WITH STATION.
 PN0491'
 PN0491'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 PN0491'STAMPED---CONNET 1926 NO 2 1973---,
 PN0491'CEMENTED IN DRILL HOLE IN THE TOP AND WEST SIDE OF THE CONCRETE
 PN0491'BASE OF A METAL LIGHT POLE, 60 CM LARGEST DIMENSION.
 PN0491'IT IS LOCATED
 PN0491'8.4 METERS (27.5 FT) WEST FROM THE CENTER OF NORTH FOURTH AVENUE,
 PN0491'0.4 METER (1.4 FT) WEST FROM A CURB ALONG NORTH FOURTH AVENUE AND
 PN0491'13 METERS (42.5 FT) NORTH-NORTHEAST FROM A RAILROAD CROSSIN
 PN0491'WARNING LIGHT POLE.
 PN0491'MARK IS LEVEL WITH STATION.
 PN0491'
 PN0491'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 PN0491'STAMPED---CONNET 1926 NO 3 1980---,
 PN0491'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN0491'PROJECTING 3 CM ABOVE THE GROUND.  IT IS LOCATED
 PN0491'15.8 METERS (52 FT) NORTHEAST FROM A RAILROAD SWITCH BOX,
 PN0491'6.4 METERS (21 FT) WEST FROM A POWER POLE NUMBER 22-6-72 51/3,
 PN0491'5.2 METERS (17 FT) EAST-SOUTHEAST FROM THE EAST RAIL
 PN0491'OF THE RAILROAD TRACK AND
 PN0491'1.2 METERS (4 FT) SOUTH-SOUTHEAST FROM A METAL WITNESS
 PN0491'POST.
 PN0491'MARK IS BELOW STATION 0.5 METERS.
 PN0491'
 PN0491'REFERENCE MARK NUMBER 4 IS A STANDARD NGS DISK
 PN0491'STAMPED---CONNET 1926 NO 4 1980---,
 PN0491'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN0491'PROJECTING 2 CM ABOVE THE GROUND.  IT IS LOCATED
 PN0491'21.3 METERS (70 FT) SOUTH-SOUTHEAST FROM A RAILROAD SWITCH BOX,
 PN0491'3.8 METERS (12.5 FT) NORTH FROM THE NORTH RAIL OF RAILROAD TRACKS
 PN0491'AND
 PN0491'1.1 METERS (3.7 FT) EAST FROM A METAL WITNESS POST.
 PN0491'MARK IS BELOW STATION 0.5 METERS.
 PN0491'
 PN0491'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 PN0491'STAMPED---CONNET 1926 1980---,
 PN0491'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN0491'FLUSH WITH GROUND.  IT IS LOCATED
 PN0491'9.6 METERS (31.5 FT) EAST-SOUTHEAST FROM THE CENTER OF STATE
 PN0491'HIGHWAY 34,
 PN0491'8.99 METERS (29.5 FT) NORTH-NORTHEAST FROM A POWER POLE,
 PN0491'0.944 METERS (3.1 FT) NORTHWEST FROM A METAL WITNESS POST AND
 PN0491'0.77 METERS (2.5 FT) WEST-NORTHWEST FROM A CHAIN LINK FENCE.
 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
 PN0491'THE 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
 PN0491'CONDITION.
 PN0491'
 PN0491'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT WISCONSIN
 PN0491'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 = OCTOBER  7, 2006
 QM0141 ***********************************************************************
 QM0141  DESIGNATION -  CONNOR
 QM0141  PID         -  QM0141
 QM0141  STATE/COUNTY-  WI/FOREST
 QM0141  USGS QUAD   -  NEWALD (1981)
 QM0141
 QM0141                         *CURRENT SURVEY CONTROL
 QM0141  ___________________________________________________________________
 QM0141* NAD 83(1991)-  45 38 01.79564(N)    088 40 56.57759(W)     ADJUSTED  
 QM0141* NAVD 88     -       478.171  (meters)    1568.80   (feet)  ADJUSTED  
 QM0141  ___________________________________________________________________
 QM0141  LAPLACE CORR-          -6.00  (seconds)                    DEFLEC99
 QM0141  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 QM0141  DYNAMIC HT  -         478.145 (meters)    1568.71  (feet)  COMP
 QM0141  MODELED GRAV-     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
 QM0141.and adjusted by the National Geodetic Survey in June 1991..
 QM0141
 QM0141.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0141
 QM0141.The geoid height was determined by GEOID03.
 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;                    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     -   0.99993030  x   0.99998849  =   0.99991879
 QM0141!UTM  16      -   0.99993030  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|---------------------------------------------------------------------|
 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  NGVD 29 (??/??/92)  478.161  (m)         1568.77   (f) ADJ UNCH    1 2
 QM0141
 QM0141.Superseded values are not recommended for survey control.
 QM0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0141.See file dsdata.txt to determine how the superseded data were derived.
 QM0141
 QM0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR6887354741(NAD 83)
 QM0141_MARKER: DS = TRIANGULATION STATION DISK
 QM0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0141_STAMPING: CONNOR 1921
 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   NGS
 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 NATIONAL 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 = OCTOBER  7, 2006
 AF9942 ***********************************************************************
 AF9942  DESIGNATION -  CONNOR LAKE GPS
 AF9942  PID         -  AF9942
 AF9942  STATE/COUNTY-  WI/SAWYER
 AF9942  USGS QUAD   -  KENNAN NW (1981)
 AF9942
 AF9942                         *CURRENT SURVEY CONTROL
 AF9942  ___________________________________________________________________
 AF9942* NAD 83(1997)-  45 44 26.36531(N)    090 41 28.52391(W)     ADJUSTED  
 AF9942* NAVD 88     -       439.6    (meters)    1442.     (feet)  GPS OBS   
 AF9942  ___________________________________________________________________
 AF9942  X           -     -53,798.780 (meters)                     COMP
 AF9942  Y           -  -4,458,971.198 (meters)                     COMP
 AF9942  Z           -   4,545,469.755 (meters)                     COMP
 AF9942  LAPLACE CORR-          -3.78  (seconds)                    DEFLEC99
 AF9942  ELLIP HEIGHT-         409.19  (meters)          (12/26/02) GPS OBS
 AF9942  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 AF9942
 AF9942  HORZ ORDER  -  FIRST
 AF9942  ELLP ORDER  -  THIRD     CLASS II
 AF9942
 AF9942.The horizontal coordinates were established by GPS observations
 AF9942.and adjusted by the National Geodetic Survey in December 2002..
 AF9942
 AF9942.The orthometric height was determined by GPS observations and a
 AF9942.high-resolution geoid model.
 AF9942
 AF9942.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9942
 AF9942.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9942
 AF9942.The ellipsoidal height was determined by GPS observations
 AF9942.and is referenced to NAD 83.
 AF9942
 AF9942.The geoid height was determined by GEOID03.
 AF9942
 AF9942;                    North         East     Units Scale Factor Converg.
 AF9942;SPC WI N     -    64,029.443   546,205.494   MT  0.99997297   -0 29 55.1
 AF9942;SPC WI N     -   210,069.93  1,792,009.19   sFT  0.99997297   -0 29 55.1
 AF9942;UTM  15      - 5,067,825.645   679,603.525   MT  0.99999659   +1 39 14.2
 AF9942
 AF9942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9942!SPC WI N     -   0.99993585  x   0.99997297  =   0.99990883
 AF9942!UTM  15      -   0.99993585  x   0.99999659  =   0.99993244
 AF9942
 AF9942                          SUPERSEDED SURVEY CONTROL
 AF9942
 AF9942  NAD 83(1991)-  45 44 26.36493(N)    090 41 28.52276(W) AD(       ) 1
 AF9942  ELLIP H (04/30/98)  409.20   (m)                       GP(       ) 3 2
 AF9942
 AF9942.Superseded values are not recommended for survey control.
 AF9942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9942.See file dsdata.txt to determine how the superseded data were derived.
 AF9942
 AF9942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL7960467826(NAD 83)
 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_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 - 1995
 AF9942
 AF9942  HISTORY     - Date     Condition        Report By
 AF9942  HISTORY     - 1995     MONUMENTED       WI-099
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0085 ***********************************************************************
 QM0085  DESIGNATION -  CONVICT
 QM0085  PID         -  QM0085
 QM0085  STATE/COUNTY-  WI/FOREST
 QM0085  USGS QUAD   -  RESERVOIR POND (1972)
 QM0085
 QM0085                         *CURRENT SURVEY CONTROL
 QM0085  ___________________________________________________________________
 QM0085* NAD 83(1991)-  45 22 27.03931(N)    088 37 43.14135(W)     ADJUSTED  
 QM0085* NAVD 88     -       442.900  (meters)    1453.08   (feet)  ADJUSTED  
 QM0085  ___________________________________________________________________
 QM0085  LAPLACE CORR-          -6.24  (seconds)                    DEFLEC99
 QM0085  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 QM0085  DYNAMIC HT  -         442.844 (meters)    1452.90  (feet)  COMP
 QM0085  MODELED GRAV-     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
 QM0085.and adjusted by the National Geodetic Survey in June 1991..
 QM0085
 QM0085.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0085
 QM0085.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QM0085;SPC WI N     -    23,991.069   707,419.512   MT  1.00004050   +0 59 21.3
 QM0085;SPC WI N     -    78,710.70  2,320,925.52   sFT  1.00004050   +0 59 21.3
 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 N     -   0.99993602  x   1.00004050  =   0.99997652
 QM0085!SPC WI C     -   0.99993602  x   0.99997847  =   0.99991450
 QM0085!UTM  16      -   0.99993602  x   0.99979995  =   0.99973599
 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  NGVD 29 (??/??/92)  442.882  (m)         1453.02   (f) ADJ UNCH    1 2
 QM0085
 QM0085.Superseded values are not recommended for survey control.
 QM0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0085.See file dsdata.txt to determine how the superseded data were derived.
 QM0085
 QM0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR7247625808(NAD 83)
 QM0085_MARKER: DS = TRIANGULATION STATION DISK
 QM0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0085
 QM0085  HISTORY     - Date     Condition        Report By
 QM0085  HISTORY     - 1921     MONUMENTED       CGS
 QM0085  HISTORY     - 1922     GOOD             NGS
 QM0085  HISTORY     - 1934     GOOD             NGS
 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 NATIONAL 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 NATIONAL 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 = OCTOBER  7, 2006
 NH1610 ***********************************************************************
 NH1610  DESIGNATION -  CONWAY
 NH1610  PID         -  NH1610
 NH1610  STATE/COUNTY-  WI/GREEN
 NH1610  USGS QUAD   -  BLANCHARDVILLE (1962)
 NH1610
 NH1610                         *CURRENT SURVEY CONTROL
 NH1610  ___________________________________________________________________
 NH1610* NAD 83(1991)-  42 45 12.15493(N)    089 48 12.25736(W)     ADJUSTED  
 NH1610* NAVD 88     -       342.     (meters)    1122.     (feet)  SCALED    
 NH1610  ___________________________________________________________________
 NH1610  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 NH1610  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 NH1610
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1610
 NH1610.The geoid height was determined by GEOID03.
 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     -   0.99995166  x   0.99999602  =   0.99994768
 NH1610!UTM  16      -   0.99995166  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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1610.See file dsdata.txt to determine how the superseded data were derived.
 NH1610
 NH1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7058037240(NAD 83)
 NH1610_MARKER: DS = TRIANGULATION STATION DISK
 NH1610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 DG3896 ***********************************************************************
 DG3896  DESIGNATION -  COOKSVILLE GPS
 DG3896  PID         -  DG3896
 DG3896  STATE/COUNTY-  WI/ROCK
 DG3896  USGS QUAD   -  COOKSVILLE (1976)
 DG3896
 DG3896                         *CURRENT SURVEY CONTROL
 DG3896  ___________________________________________________________________
 DG3896* NAD 83(1997)-  42 49 36.37115(N)    089 10 48.54704(W)     ADJUSTED  
 DG3896* NAVD 88     -       259.360  (meters)     850.92   (feet)  ADJUSTED  
 DG3896  ___________________________________________________________________
 DG3896  X           -      67,038.776 (meters)                     COMP
 DG3896  Y           -  -4,684,742.235 (meters)                     COMP
 DG3896  Z           -   4,313,560.705 (meters)                     COMP
 DG3896  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 DG3896  ELLIP HEIGHT-         225.33  (meters)          (04/02/04) GPS OBS
 DG3896  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 DG3896  DYNAMIC HT  -         259.286 (meters)     850.67  (feet)  COMP
 DG3896  MODELED GRAV-     980,329.0   (mgal)                       NAVD 88
 DG3896
 DG3896  HORZ ORDER  -  FIRST
 DG3896  VERT ORDER  -  SECOND    CLASS I
 DG3896  ELLP ORDER  -  FOURTH    CLASS I
 DG3896
 DG3896.The horizontal coordinates were established by GPS observations
 DG3896.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG3896
 DG3896.The orthometric height was determined by differential leveling
 DG3896.and adjusted by the National Geodetic Survey in February 2004..
 DG3896
 DG3896.Photographs are available 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 DEFLEC99 derived deflections.
 DG3896
 DG3896.The ellipsoidal height was determined by GPS observations
 DG3896.and is referenced to NAD 83.
 DG3896
 DG3896.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DG3896;SPC WI S     -    92,176.338   667,036.444   MT  0.99998247   +0 33 48.0
 DG3896;SPC WI S     -   302,415.20  2,188,435.40   sFT  0.99998247   +0 33 48.0
 DG3896;UTM  16      - 4,743,883.468   321,797.682   MT  0.99999069   -1 28 56.7
 DG3896
 DG3896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3896!SPC WI S     -   0.99996466  x   0.99998247  =   0.99994713
 DG3896!UTM  16      -   0.99996466  x   0.99999069  =   0.99995535
 DG3896
 DG3896                          SUPERSEDED SURVEY CONTROL
 DG3896
 DG3896  NAVD 88 (04/02/04)  259.36   (m)          850.9    (f) LEVELING    3  
 DG3896
 DG3896.Superseded values are not recommended for survey control.
 DG3896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3896.See file dsdata.txt to determine how the superseded data were derived.
 DG3896
 DG3896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2179843883(NAD 83)
 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 SUITABLE FOR
 DG3896+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG3896
 DG3896  HISTORY     - Date     Condition        Report By
 DG3896  HISTORY     - 1992     MONUMENTED       WI-105
 DG3896  HISTORY     - 2001     GOOD             WIDT
 DG3896  HISTORY     - 20040411 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG3901 ***********************************************************************
 DG3901  DESIGNATION -  COOKSVILLE GPS AZ MK
 DG3901  PID         -  DG3901
 DG3901  STATE/COUNTY-  WI/ROCK
 DG3901  USGS QUAD   -  COOKSVILLE (1976)
 DG3901
 DG3901                         *CURRENT SURVEY CONTROL
 DG3901  ___________________________________________________________________
 DG3901* NAD 83(1986)-  42 49 35.     (N)    089 10 00.     (W)     SCALED    
 DG3901* NAVD 88     -       266.175  (meters)     873.28   (feet)  ADJUSTED  
 DG3901  ___________________________________________________________________
 DG3901  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 DG3901  DYNAMIC HT  -         266.099 (meters)     873.03  (feet)  COMP
 DG3901  MODELED GRAV-     980,329.6   (mgal)                       NAVD 88
 DG3901
 DG3901  VERT ORDER  -  SECOND    CLASS I
 DG3901
 DG3901.The horizontal coordinates were scaled from a topographic map and have
 DG3901.an estimated accuracy of +/- 6 seconds.
 DG3901
 DG3901.The orthometric height was determined by differential leveling
 DG3901.and adjusted by the National Geodetic Survey in February 2004..
 DG3901
 DG3901.The geoid height was determined by GEOID03.
 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     -    92,150.      668,140.      MT  (+/- 180 meters Scaled)
 DG3901
 DG3901                          SUPERSEDED SURVEY CONTROL
 DG3901
 DG3901.No superseded survey control is available for this station.
 DG3901
 DG3901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN228438(NAD 83)
 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 - April 11, 2004
 DG3901
 DG3901  HISTORY     - Date     Condition        Report By
 DG3901  HISTORY     - 1992     MONUMENTED       WI-105
 DG3901  HISTORY     - 2002     GOOD             WIDT
 DG3901  HISTORY     - 20040411 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--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1304 ***********************************************************************
 PN1304  DESIGNATION -  COOLIDGE
 PN1304  PID         -  PN1304
 PN1304  STATE/COUNTY-  WI/PORTAGE
 PN1304  USGS QUAD   -  BANCROFT (1970)
 PN1304
 PN1304                         *CURRENT SURVEY CONTROL
 PN1304  ___________________________________________________________________
 PN1304* NAD 83(1991)-  44 22 00.69934(N)    089 31 14.64462(W)     ADJUSTED  
 PN1304* NAVD 88     -       335.0    (meters)    1099.     (feet)  VERTCON   
 PN1304  ___________________________________________________________________
 PN1304  LAPLACE CORR-          -4.73  (seconds)                    DEFLEC99
 PN1304  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 PN1304
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1304
 PN1304.The geoid height was determined by GEOID03.
 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     -   0.99995309  x   0.99997996  =   0.99993305
 PN1304!UTM  16      -   0.99995309  x   1.00009614  =   1.00004922
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1304.See file dsdata.txt to determine how the superseded data were derived.
 PN1304
 PN1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ9915015711(NAD 83)
 PN1304_MARKER: DE = TRAVERSE STATION DISK
 PN1304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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       WIDT
 PN1304  HISTORY     - 19950904 GOOD             USPSQD
 PN1304
 PN1304                          STATION DESCRIPTION
 PN1304
 PN1304'DESCRIBED BY WI DEPT OF TRANSP 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 = OCTOBER  7, 2006
 OM1175 ***********************************************************************
 OM1175  DESIGNATION -  COON
 OM1175  PID         -  OM1175
 OM1175  STATE/COUNTY-  WI/IOWA
 OM1175  USGS QUAD   -  ARENA (1981)
 OM1175
 OM1175                         *CURRENT SURVEY CONTROL
 OM1175  ___________________________________________________________________
 OM1175* NAD 83(1991)-  43 09 40.86684(N)    089 59 05.33253(W)     ADJUSTED  
 OM1175* NAVD 88     -       244.     (meters)     801.     (feet)  SCALED    
 OM1175  ___________________________________________________________________
 OM1175  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 OM1175  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 OM1175
 OM1175  HORZ ORDER  -  THIRD
 OM1175
 OM1175.The horizontal coordinates were established by classical geodetic methods
 OM1175.and adjusted by the National Geodetic Survey in November 1991..
 OM1175
 OM1175.The orthometric height was scaled from a topographic map.
 OM1175
 OM1175.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1175
 OM1175.The geoid height was determined by GEOID03.
 OM1175
 OM1175;                    North         East     Units Scale Factor Converg.
 OM1175;SPC WI S     -   129,014.988   601,234.915   MT  0.99994127   +0 00 37.6
 OM1175;SPC WI S     -   423,276.67  1,972,551.55   sFT  0.99994127   +0 00 37.6
 OM1175;UTM  16      - 4,783,058.567   257,343.043   MT  1.00032441   -2 02 34.0
 OM1175;UTM  15      - 4,783,147.088   745,126.166   MT  1.00033923   +2 03 48.9
 OM1175
 OM1175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1175!SPC WI S     -   0.99996711  x   0.99994127  =   0.99990838
 OM1175!UTM  16      -   0.99996711  x   1.00032441  =   1.00029151
 OM1175!UTM  15      -   0.99996711  x   1.00033923  =   1.00030633
 OM1175
 OM1175:                Primary Azimuth Mark                     Grid Az
 OM1175:SPC WI S     -  COON AZ MK                               086 56 32.8
 OM1175:UTM  16      -  COON AZ MK                               088 59 44.4
 OM1175:UTM  15      -  COON AZ MK                               084 53 21.5
 OM1175
 OM1175|---------------------------------------------------------------------|
 OM1175| PID    Reference Object                     Distance      Geod. Az  |
 OM1175|                                                           dddmmss.s |
 OM1175| CI8440 COON AZ MK                                         0865710.4 |
 OM1175| CI8441 COON RM 1                            12.290 METERS 09011     |
 OM1175| OM1170 BLUE MOUNDS RAD WIBA FM TWR         APPROX.18.4 KM 1431348.1 |
 OM1175| CI8442 COON RM 2                            11.363 METERS 27033     |
 OM1175|---------------------------------------------------------------------|
 OM1175
 OM1175                          SUPERSEDED SURVEY CONTROL
 OM1175
 OM1175  NAD 83(1986)-  43 09 40.85868(N)    089 59 05.33649(W) AD(       ) 3
 OM1175  NAD 27      -  43 09 40.88330(N)    089 59 04.88870(W) AD(       ) 3
 OM1175
 OM1175.Superseded values are not recommended for survey control.
 OM1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1175.See file dsdata.txt to determine how the superseded data were derived.
 OM1175
 OM1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN5734383059(NAD 83)
 OM1175_MARKER: DS = TRIANGULATION STATION DISK
 OM1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1175
 OM1175  HISTORY     - Date     Condition        Report By
 OM1175  HISTORY     - 1958     MONUMENTED       CGS
 OM1175
 OM1175                          STATION DESCRIPTION
 OM1175
 OM1175'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1175'THE STATION IS ABOUT 4 MILES EAST OF SPRING GREEN, ABOUT 4 MILES
 OM1175'WEST OF ARENA, IN THE NW 1/4 SEC. 23, T-8-N, R-4-E, AND IS ON
 OM1175'HIGHWAY PROPERTY.  IT IS 92 FEET SOUTH OF THE CENTERLINE OF
 OM1175'U.S. HIGHWAY 14, 5 FEET EAST OF A TELEPHONE POLE, 6 FEET EAST
 OM1175'OF A WHITE WITNESS POST AND 175 FEET EAST OF THE NORTHEAST
 OM1175'CORNER OF A WOODED AREA.  THE MONUMENT IS FLUSH AND THE DISK
 OM1175'IS STAMPED COON 1958.
 OM1175'
 OM1175'TO REACH THE STATION FROM THE DEPOT IN ARENA, GO SOUTH ON A
 OM1175'PAVED STREET FOR 0.35 MILE TO U.S. HIGHWAY 14.  TURN RIGHT AND
 OM1175'GO WEST ON U.S. HIGHWAY 14 FOR 3.0 MILES TO THE AZIMUTH MARK
 OM1175'ON THE RIGHT.  CONTINUE WEST ON U.S. HIGHWAY 14 FOR 0.55 MILE
 OM1175'TO THE STATION ON THE LEFT AS DESCRIBED.
 OM1175'
 OM1175'REFERENCE MARK 1 IS 93 FEET SOUTH OF THE CENTERLINE OF U.S.
 OM1175'HIGHWAY 14, 45 FEET EAST OF A TELEPHONE POLE AND 46 FEET
 OM1175'EAST OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE
 OM1175'DISK IS STAMPED COON NO 1 1958.
 OM1175'
 OM1175'REFERENCE MARK 2 IS 92 FEET SOUTH OF THE CENTERLINE OF U.S.
 OM1175'HIGHWAY 14, 32 FEET WEST OF A TELEPHONE POLE AND 32 FEET WEST
 OM1175'OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE
 OM1175'DISK IS STAMPED COON NO 2 1958.
 OM1175'
 OM1175'THE AZIMUTH MARK IS 55 FEET NORTH OF THE CENTERLINE OF U.S.
 OM1175'HIGHWAY 14, 1 FOOT WEST OF A WHITE WITNESS POST AND 258 FEET
 OM1175'EAST OF THE CENTERLINE OF A GRAVELED ROAD.  THE MONUMENT IS
 OM1175'FLUSH AND THE DISK IS STAMPED COON 1958.
 OM1175'
 OM1175'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5181 ***********************************************************************
 DH5181  DESIGNATION -  COON E GPS
 DH5181  PID         -  DH5181
 DH5181  STATE/COUNTY-  WI/VERNON
 DH5181  USGS QUAD   -  ESOFEA (1985)
 DH5181
 DH5181                         *CURRENT SURVEY CONTROL
 DH5181  ___________________________________________________________________
 DH5181* NAD 83(1997)-  43 39 14.37346(N)    090 54 51.09011(W)     ADJUSTED  
 DH5181* NAVD 88     -                                                        
 DH5181  ___________________________________________________________________
 DH5181  X           -     -73,749.775 (meters)                     COMP
 DH5181  Y           -  -4,621,779.294 (meters)                     COMP
 DH5181  Z           -   4,380,613.328 (meters)                     COMP
 DH5181  LAPLACE CORR-          -8.63  (seconds)                    DEFLEC99
 DH5181  ELLIP HEIGHT-         372.06  (meters)          (08/01/05) GPS OBS
 DH5181  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 DH5181
 DH5181  HORZ ORDER  -  FIRST
 DH5181  ELLP ORDER  -  SECOND    CLASS I
 DH5181
 DH5181.The horizontal coordinates were established by GPS observations
 DH5181.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5181
 DH5181
 DH5181.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5181
 DH5181.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5181
 DH5181.The ellipsoidal height was determined by GPS observations
 DH5181.and is referenced to NAD 83.
 DH5181
 DH5181.The geoid height was determined by GEOID03.
 DH5181
 DH5181;                    North         East     Units Scale Factor Converg.
 DH5181;SPC WI S     -   184,148.306   526,257.127   MT  0.99994226   -0 37 41.3
 DH5181;SPC WI S     -   604,159.90  1,726,561.92   sFT  0.99994226   -0 37 41.3
 DH5181;UTM  15      - 4,835,557.617   668,198.402   MT  0.99994799   +1 26 24.6
 DH5181
 DH5181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5181!SPC WI S     -   0.99994166  x   0.99994226  =   0.99988392
 DH5181!UTM  15      -   0.99994166  x   0.99994799  =   0.99988965
 DH5181
 DH5181                          SUPERSEDED SURVEY CONTROL
 DH5181
 DH5181.No superseded survey control is available for this station.
 DH5181
 DH5181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ6819835558(NAD 83)
 DH5181_MARKER: DD = SURVEY DISK
 DH5181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5181_STAMPING: COON E GPS 2004
 DH5181_MARK LOGO: WIDT  
 DH5181_PROJECTION: FLUSH
 DH5181_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5181+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5181
 DH5181  HISTORY     - Date     Condition        Report By
 DH5181  HISTORY     - 2003     MONUMENTED       WIDT
 DH5181
 DH5181                          STATION DESCRIPTION
 DH5181
 DH5181'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5181'OWNERSHIP--TOWNSHIP OF COON.  TO REACH THE STATION FROM THE  JUNCTION
 DH5181'OF US HIGHWAY 14, US HIGHWAY 61 AND STATE HIGHWAY 27 SOUTH WITH STATE
 DH5181'HIGHWAY 27 NORTH IN THE CITY OF WESTBY, GO WESTERLY ON US HIGHWAY 14
 DH5181'AND US HIGHWAY 61  FOR 3.35 MI TO RAINBOW DRIVE ON THE RIGHT AND
 DH5181'CUT-A-CROSS ROAD ON THE LEFT, TURN LEFT  AND GO SOUTH ON CUT-A-CROSS
 DH5181'ROAD FOR 0.25 M TO THE STATION ON THE LEFT.  THE STATION IS A  BRONZE
 DH5181'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC  SURVEY CONTROL
 DH5181'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT
 DH5181'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 6.4 M NORTHEAST OF THE
 DH5181'CENTERLINE OF  CUT-A-CROSS ROAD,  56 M NORTHWEST OF THE CENTERLINE OF
 DH5181'OLD LINE ROAD, 1 M SOUTHWEST OF A CULTIVATED FIELD,  1.0 M SOUTHWEST
 DH5181'OF AN  ORANGE 4X4  PLASTIC WITNESS POST, 1.0 M EAST OF AN  ORANGE 4X4
 DH5181'PLASTIC WITNESS POST AND 1.0 M NORTH OF AN ORANGE 4X4 PLASTIC WITNESS
 DH5181'POST.   ---NOTE---THIS  STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING
 DH5181'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5180 ***********************************************************************
 DH5180  DESIGNATION -  COON W GPS
 DH5180  PID         -  DH5180
 DH5180  STATE/COUNTY-  WI/VERNON
 DH5180  USGS QUAD   -  ESOFEA (1985)
 DH5180
 DH5180                         *CURRENT SURVEY CONTROL
 DH5180  ___________________________________________________________________
 DH5180* NAD 83(1997)-  43 40 51.90829(N)    090 59 35.71883(W)     ADJUSTED  
 DH5180* NAVD 88     -                                                        
 DH5180  ___________________________________________________________________
 DH5180  X           -     -80,091.153 (meters)                     COMP
 DH5180  Y           -  -4,619,583.344 (meters)                     COMP
 DH5180  Z           -   4,382,779.899 (meters)                     COMP
 DH5180  LAPLACE CORR-          -8.89  (seconds)                    DEFLEC99
 DH5180  ELLIP HEIGHT-         356.13  (meters)          (08/01/05) GPS OBS
 DH5180  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 DH5180
 DH5180  HORZ ORDER  -  FIRST
 DH5180  ELLP ORDER  -  SECOND    CLASS I
 DH5180
 DH5180.The horizontal coordinates were established by GPS observations
 DH5180.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5180
 DH5180
 DH5180.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5180
 DH5180.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5180
 DH5180.The ellipsoidal height was determined by GPS observations
 DH5180.and is referenced to NAD 83.
 DH5180
 DH5180.The geoid height was determined by GEOID03.
 DH5180
 DH5180;                    North         East     Units Scale Factor Converg.
 DH5180;SPC WI S     -   187,231.053   519,915.643   MT  0.99994445   -0 40 56.9
 DH5180;SPC WI S     -   614,273.88  1,705,756.57   sFT  0.99994445   -0 40 56.9
 DH5180;UTM  15      - 4,838,409.438   661,749.835   MT  0.99992181   +1 23 10.5
 DH5180
 DH5180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5180!SPC WI S     -   0.99994416  x   0.99994445  =   0.99988861
 DH5180!UTM  15      -   0.99994416  x   0.99992181  =   0.99986597
 DH5180
 DH5180                          SUPERSEDED SURVEY CONTROL
 DH5180
 DH5180.No superseded survey control is available for this station.
 DH5180
 DH5180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ6175038409(NAD 83)
 DH5180_MARKER: DD = SURVEY DISK
 DH5180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5180_STAMPING: COON W GPS 2004
 DH5180_MARK LOGO: WIDT  
 DH5180_PROJECTION: FLUSH
 DH5180_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5180+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5180
 DH5180  HISTORY     - Date     Condition        Report By
 DH5180  HISTORY     - 2003     MONUMENTED       WIDT
 DH5180
 DH5180                          STATION DESCRIPTION
 DH5180
 DH5180'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5180'OWNERSHIP--TOWNSHIP OF COON.  TO REACH THE STATION FROM THE  JUNCTION
 DH5180'OF US HIGHWAY 14 AND US HIGHWAY 61 WITH COUNTY HIGHWAY B ABOUT 1 MI
 DH5180'EAST-SOUTHEAST OF THE VILLAGE OF COON VALLEY, GO SOUTH ON COUNTY
 DH5180'HIGHWAY B FOR 1.15 MI  TO SVEUM RIDGE ROAD ON THE RIGHT, TURN RIGHT
 DH5180'AND GO WEST ON SVEUM RIDGE ROAD FOR 0.1  MI TO THE STATION ON THE
 DH5180'RIGHT.  THE STATION IS A  BRONZE WISCONSIN DEPARTMENT OF
 DH5180'TRANSPORTATION GEODETIC  SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH5180'A 41-CM DIAMETER CONCRETE POST ABOUT  LEVEL WITH THE ROAD PAVEMENT.
 DH5180'THE STATION IS 5.7 M NORTH OF THE CENTERLINE OF SVEUM  RIDGE ROAD, 0.9
 DH5180'M SOUTH OF A BARBED WIRE FENCE, 1.0 M EAST OF AN  ORANGE 4X4  PLASTIC
 DH5180'WITNESS POST AND 1.0 M WEST OF AN  ORANGE 4X4  PLASTIC WITNESS POST.
 DH5180'---NOTE---THIS  STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER
 DH5180'THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 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  USGS QUAD   -  DENMARK (1978)
 DF6008
 DF6008                         *CURRENT SURVEY CONTROL
 DF6008  ___________________________________________________________________
 DF6008* NAD 83(1997)-  44 17 12.56334(N)    087 46 55.59602(W)     ADJUSTED  
 DF6008* NAVD 88     -       235.53   (meters)     772.7    (feet)  GPS OBS   
 DF6008  ___________________________________________________________________
 DF6008  X           -     176,990.624 (meters)                     COMP
 DF6008  Y           -  -4,569,996.804 (meters)                     COMP
 DF6008  Z           -   4,431,101.005 (meters)                     COMP
 DF6008  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 DF6008  ELLIP HEIGHT-         199.47  (meters)          (06/11/03) GPS OBS
 DF6008  GEOID HEIGHT-         -36.06  (meters)                     GEOID03
 DF6008
 DF6008  HORZ ORDER  -  FIRST
 DF6008  ELLP ORDER  -  THIRD     CLASS I
 DF6008
 DF6008.The horizontal coordinates were established by GPS observations
 DF6008.and adjusted by the National Geodetic Survey in June 2003..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6008
 DF6008.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6008
 DF6008.The ellipsoidal height was determined by GPS observations
 DF6008.and is referenced to NAD 83.
 DF6008
 DF6008.The geoid height was determined by GEOID03.
 DF6008
 DF6008;                    North         East     Units Scale Factor Converg.
 DF6008;SPC WI S     -   256,412.256   777,017.669   MT  1.00005217   +1 31 26.1
 DF6008;SPC WI S     -   841,245.88  2,549,265.47   sFT  1.00005217   +1 31 26.1
 DF6008;UTM  16      - 4,904,027.858   437,597.841   MT  0.99964789   -0 32 46.1
 DF6008
 DF6008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6008!SPC WI S     -   0.99996872  x   1.00005217  =   1.00002089
 DF6008!UTM  16      -   0.99996872  x   0.99964789  =   0.99961663
 DF6008
 DF6008                          SUPERSEDED SURVEY CONTROL
 DF6008
 DF6008.No superseded survey control is available for this station.
 DF6008
 DF6008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ3759804028(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6008+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2003
 DF6008
 DF6008  HISTORY     - Date     Condition        Report By
 DF6008  HISTORY     - 1993     MONUMENTED       WI-071
 DF6008  HISTORY     - 2002     GOOD             WIDT
 DF6008  HISTORY     - 20030625 GOOD             USPSQD
 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' 
 DF6008' 
 DF6008' 
 DF6008'
 DF6008
 DF6008                          STATION RECOVERY (2003)
 DF6008
 DF6008'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7682 ***********************************************************************
 DE7682  DESIGNATION -  COOPERSTOWN GPS
 DE7682  PID         -  DE7682
 DE7682  STATE/COUNTY-  WI/MANITOWOC
 DE7682  USGS QUAD   -  DENMARK (1978)
 DE7682
 DE7682                         *CURRENT SURVEY CONTROL
 DE7682  ___________________________________________________________________
 DE7682* NAD 83(1997)-  44 19 38.63319(N)    087 50 03.33684(W)     ADJUSTED  
 DE7682* NAVD 88     -       264.646  (meters)     868.26   (feet)  ADJUSTED  
 DE7682  ___________________________________________________________________
 DE7682  X           -     172,712.742 (meters)                     COMP
 DE7682  Y           -  -4,567,029.686 (meters)                     COMP
 DE7682  Z           -   4,434,347.848 (meters)                     COMP
 DE7682  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 DE7682  ELLIP HEIGHT-         228.59  (meters)          (06/11/03) GPS OBS
 DE7682  GEOID HEIGHT-         -36.05  (meters)                     GEOID03
 DE7682  DYNAMIC HT  -         264.608 (meters)     868.13  (feet)  COMP
 DE7682  MODELED GRAV-     980,468.7   (mgal)                       NAVD 88
 DE7682
 DE7682  HORZ ORDER  -  FIRST
 DE7682  VERT ORDER  -  SECOND    CLASS I
 DE7682  ELLP ORDER  -  THIRD     CLASS I
 DE7682
 DE7682.The horizontal coordinates were established by GPS observations
 DE7682.and adjusted by the National Geodetic Survey in June 2003..
 DE7682
 DE7682.The orthometric height was determined by differential leveling
 DE7682.and adjusted by the National Geodetic Survey in May 2003..
 DE7682
 DE7682.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7682
 DE7682.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7682
 DE7682.The ellipsoidal height was determined by GPS observations
 DE7682.and is referenced to NAD 83.
 DE7682
 DE7682.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE7682;SPC WI S     -   260,810.208   772,739.230   MT  1.00006342   +1 29 17.1
 DE7682;SPC WI S     -   855,674.82  2,535,228.62   sFT  1.00006342   +1 29 17.1
 DE7682;UTM  16      - 4,908,575.669   433,482.768   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  =   0.99961858
 DE7682
 DE7682                          SUPERSEDED SURVEY CONTROL
 DE7682
 DE7682  NAVD 88 (06/11/03)  264.65   (m)          868.3    (f) LEVELING    3  
 DE7682
 DE7682.Superseded values are not recommended for survey control.
 DE7682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7682.See file dsdata.txt to determine how the superseded data were derived.
 DE7682
 DE7682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ3348308576(NAD 83)
 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 - September 06, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0496 ***********************************************************************
 PM0496  DESIGNATION -  COOPERSTOWN ST JAMES CATH CH
 PM0496  PID         -  PM0496
 PM0496  STATE/COUNTY-  WI/MANITOWOC
 PM0496  USGS QUAD   -  DENMARK (1978)
 PM0496
 PM0496                         *CURRENT SURVEY CONTROL
 PM0496  ___________________________________________________________________
 PM0496* NAD 83(1991)-  44 19 04.90819(N)    087 46 36.82683(W)     ADJUSTED  
 PM0496* NAVD 88     -                                                        
 PM0496  ___________________________________________________________________
 PM0496  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 PM0496  GEOID HEIGHT-         -36.07  (meters)                     GEOID03
 PM0496
 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
 PM0496.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0496
 PM0496.The geoid height was determined by GEOID03.
 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;SPC WI C     -    56,286.103   777,327.170   MT  0.99998783   +1 34 06.9
 PM0496;SPC WI C     -   184,665.32  2,550,280.89   sFT  0.99998783   +1 34 06.9
 PM0496;UTM  16      - 4,907,490.181   438,046.654   MT  0.99964720   -0 32 34.0
 PM0496
 PM0496                          SUPERSEDED SURVEY CONTROL
 PM0496
 PM0496  NAD 83(1986)-  44 19 04.89827(N)    087 46 36.81542(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0496.See file dsdata.txt to determine how the superseded data were derived.
 PM0496
 PM0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ3804707490(NAD 83)
 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 = OCTOBER  7, 2006
 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  USGS QUAD   -  MORRISON (1992)
 DF6016
 DF6016                         *CURRENT SURVEY CONTROL
 DF6016  ___________________________________________________________________
 DF6016* NAD 83(1997)-  44 17 00.98773(N)    087 53 15.37534(W)     ADJUSTED  
 DF6016* NAVD 88     -       270.33   (meters)     886.9    (feet)  GPS OBS   
 DF6016  ___________________________________________________________________
 DF6016  X           -     168,586.065 (meters)                     COMP
 DF6016  Y           -  -4,570,589.187 (meters)                     COMP
 DF6016  Z           -   4,430,869.560 (meters)                     COMP
 DF6016  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 DF6016  ELLIP HEIGHT-         234.33  (meters)          (06/11/03) GPS OBS
 DF6016  GEOID HEIGHT-         -36.01  (meters)                     GEOID03
 DF6016
 DF6016  HORZ ORDER  -  FIRST
 DF6016  ELLP ORDER  -  THIRD     CLASS I
 DF6016
 DF6016.The horizontal coordinates were established by GPS observations
 DF6016.and adjusted by the National Geodetic Survey in June 2003..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6016
 DF6016.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6016
 DF6016.The ellipsoidal height was determined by GPS observations
 DF6016.and is referenced to NAD 83.
 DF6016
 DF6016.The geoid height was determined by GEOID03.
 DF6016
 DF6016;                    North         East     Units Scale Factor Converg.
 DF6016;SPC WI S     -   255,836.437   768,608.695   MT  1.00005130   +1 27 05.2
 DF6016;SPC WI S     -   839,356.71  2,521,677.03   sFT  1.00005130   +1 27 05.2
 DF6016;UTM  16      - 4,903,756.350   429,176.898   MT  0.99966169   -0 37 11.1
 DF6016
 DF6016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6016!SPC WI S     -   0.99996326  x   1.00005130  =   1.00001456
 DF6016!UTM  16      -   0.99996326  x   0.99966169  =   0.99962496
 DF6016
 DF6016                          SUPERSEDED SURVEY CONTROL
 DF6016
 DF6016.No superseded survey control is available for this station.
 DF6016
 DF6016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2917703756(NAD 83)
 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 - September 06, 2005
 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
 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,
 DF6016'AND 9 KM SOUTHWEST OF DENMARK.  OWNERSHIP--MANITOWOC COUNTY.  TO REACH
 DF6016'THE STATION
 DF6016'FROM THE JUNCTION STATE HIGHWAY 32 AND STATE HIGHWAY 96 ABOUT 15 KM
 DF6016'SOUTH-SOUTHWEST
 DF6016'OF THE CITY OF DEPERE, GO EAST FOR 6.4 KM ON STATE HIGHWAY 96 TO
 DF6016'COUNTY HIGHWAY W, TURN
 DF6016'RIGHT GO SOUTHEAST FOR 4.2 KM ON COUNTY HIGHWAY W TO COUNTY HIGHWAY Z
 DF6016'(PARK ROAD),
 DF6016'TURN LEFT GO EAST FOR 5.4 KM ON COUNTY HIGHWAY Z TO FAIRVIEW ROAD,
 DF6016'CONTINUE EAST ON
 DF6016'COUNTY HIGHWAY Z FOR 1.6 KM TO COUNTY HIGHWAY NN, TURN RIGHT AND GO
 DF6016'SOUTH ON COUNTY
 DF6016'HIGHWAY NN FOR 43 M TO THE STATION ON THE LEFT.  ---NOTE---STATION IS
 DF6016'LOCATED IN THE
 DF6016'SOUTHEAST QUADRANT OF THE INTERSECTION OF COUNTY HIGHWAY Z AND COUNTY
 DF6016'HIGHWAY NN.
 DF6016'THE STATION IS A BRONZE MANITOWOC COUNTY DISK SET IN THE TOP OF A
 DF6016'41-CM DIAMETER ROUND
 DF6016'POST ABOUT 2 M ABOVE THE ROAD PAVEMENT.  THE STATION IS 31 M EAST OF
 DF6016'THE CENTERLINE OF
 DF6016'COUNTY HIGHWAY NN, 43.5 M SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY Z,
 DF6016'38 M SOUTHEAST
 DF6016'OF A --STOP-- SIGN AT THE SOUTHEAST CORNER OF THE INTERSECTION OF
 DF6016'COUNTY HIGHWAY NN AND
 DF6016'COUNTY HIGHWAY Z, 37.8 M SOUTHWEST OF A POWER POLE --2122-19W8--, 0.7
 DF6016'M SOUTH OF A WHITE
 DF6016'PLASTIC WITNESS POST, 1.0 M SOUTHWEST, 1.0 M SOUTHEAST, AND 1.0 M
 DF6016'NORTH OF THREE 4X4
 DF6016'ORANGE PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE
 DF6016'OBSTRUCTIONS
 DF6016'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF6016' 
 DF6016' 
 DF6016' 
 DF6016' 
 DF6016' 
 DF6016' 
 DF6016' 
 DF6016'
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0929 ***********************************************************************
 NJ0929  DESIGNATION -  CORNELIA
 NJ0929  PID         -  NJ0929
 NJ0929  STATE/COUNTY-  WI/GRANT
 NJ0929  USGS QUAD   -  DICKEYVILLE (1976)
 NJ0929
 NJ0929                         *CURRENT SURVEY CONTROL
 NJ0929  ___________________________________________________________________
 NJ0929* NAD 83(1991)-  42 41 34.80786(N)    090 35 34.95917(W)     ADJUSTED  
 NJ0929* NAVD 88     -       300.     (meters)     984.     (feet)  SCALED    
 NJ0929  ___________________________________________________________________
 NJ0929  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 NJ0929  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 NJ0929
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0929
 NJ0929.The geoid height was determined by GEOID03.
 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;SPC IA N     - 1,136,609.540 1,738,152.735   MT  0.99994547   +1 58 12.6
 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     -   0.99995808  x   1.00000838  =   0.99996646
 NJ0929!SPC IA N     -   0.99995808  x   0.99994547  =   0.99990356
 NJ0929!UTM  15      -   0.99995808  x   1.00007829  =   1.00003637
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0929.See file dsdata.txt to determine how the superseded data were derived.
 NJ0929
 NJ0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9716629533(NAD 83)
 NJ0929_MARKER: DS = TRIANGULATION STATION DISK
 NJ0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 DH5305 ***********************************************************************
 DH5305  DESIGNATION -  CORNELIA GPS
 DH5305  PID         -  DH5305
 DH5305  STATE/COUNTY-  WI/GRANT
 DH5305  USGS QUAD   -  DICKEYVILLE (1976)
 DH5305
 DH5305                         *CURRENT SURVEY CONTROL
 DH5305  ___________________________________________________________________
 DH5305* NAD 83(1997)-  42 43 15.15355(N)    090 35 35.38975(W)     ADJUSTED  
 DH5305* NAVD 88     -                                                        
 DH5305  ___________________________________________________________________
 DH5305  X           -     -48,586.669 (meters)                     COMP
 DH5305  Y           -  -4,692,989.554 (meters)                     COMP
 DH5305  Z           -   4,304,953.355 (meters)                     COMP
 DH5305  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 DH5305  ELLIP HEIGHT-         266.43  (meters)          (08/01/05) GPS OBS
 DH5305  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 DH5305
 DH5305  HORZ ORDER  -  FIRST
 DH5305  ELLP ORDER  -  SECOND    CLASS I
 DH5305
 DH5305.The horizontal coordinates were established by GPS observations
 DH5305.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5305
 DH5305
 DH5305.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5305
 DH5305.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5305
 DH5305.The ellipsoidal height was determined by GPS observations
 DH5305.and is referenced to NAD 83.
 DH5305
 DH5305.The geoid height was determined by GEOID03.
 DH5305
 DH5305;                    North         East     Units Scale Factor Converg.
 DH5305;SPC WI S     -    80,256.122   551,414.776   MT  1.00000253   -0 24 27.2
 DH5305;SPC WI S     -   263,306.96  1,809,099.98   sFT  1.00000253   -0 24 27.2
 DH5305;UTM  15      - 4,732,628.272   697,067.616   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  =   1.00003602
 DH5305
 DH5305                          SUPERSEDED SURVEY CONTROL
 DH5305
 DH5305.No superseded survey control is available for this station.
 DH5305
 DH5305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9706832628(NAD 83)
 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 - 2003
 DH5305
 DH5305  HISTORY     - Date     Condition        Report By
 DH5305  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0218 ***********************************************************************
 PM0218  DESIGNATION -  CORNER
 PM0218  PID         -  PM0218
 PM0218  STATE/COUNTY-  WI/OCONTO
 PM0218  USGS QUAD   -  OCONTO EAST (1974)
 PM0218
 PM0218                         *CURRENT SURVEY CONTROL
 PM0218  ___________________________________________________________________
 PM0218* NAD 83(1986)-  44 53 38.     (N)    087 49 56.     (W)     SCALED    
 PM0218* NAVD 88     -       177.915  (meters)     583.71   (feet)  ADJUSTED  
 PM0218  ___________________________________________________________________
 PM0218  GEOID HEIGHT-         -36.53  (meters)                     GEOID03
 PM0218  DYNAMIC HT  -         177.898 (meters)     583.65  (feet)  COMP
 PM0218  MODELED GRAV-     980,521.8   (mgal)                       NAVD 88
 PM0218
 PM0218  VERT ORDER  -  FIRST     CLASS 0
 PM0218
 PM0218.The horizontal coordinates were scaled from a topographic map and have
 PM0218.an estimated accuracy of +/- 6 seconds.
 PM0218
 PM0218.The orthometric height was determined by differential leveling
 PM0218.and adjusted by the National Geodetic Survey in June 1991..
 PM0218
 PM0218.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 PM0218
 PM0218.No superseded survey control is available for this station.
 PM0218
 PM0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ342715(NAD 83)
 PM0218_MARKER: Z = SEE DESCRIPTION
 PM0218_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PM0218_SP_SET: 6 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 = OCTOBER  7, 2006
 NH0955 ***********************************************************************
 NH0955  DESIGNATION -  CORNERS
 NH0955  PID         -  NH0955
 NH0955  STATE/COUNTY-  WI/MILWAUKEE
 NH0955  USGS QUAD   -  HALES CORNERS (1994)
 NH0955
 NH0955                         *CURRENT SURVEY CONTROL
 NH0955  ___________________________________________________________________
 NH0955* NAD 83(1991)-  42 55 42.28721(N)    088 02 43.80021(W)     ADJUSTED  
 NH0955* NAVD 88     -       245.     (meters)     804.     (feet)  SCALED    
 NH0955  ___________________________________________________________________
 NH0955  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 NH0955  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 NH0955
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0955
 NH0955.The geoid height was determined by GEOID03.
 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     -   0.99996705  x   0.99996639  =   0.99993344
 NH0955!UTM  16      -   0.99996705  x   0.99968954  =   0.99965660
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0955.See file dsdata.txt to determine how the superseded data were derived.
 NH0955
 NH0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1468453395(NAD 83)
 NH0955_MARKER: DS = TRIANGULATION STATION DISK
 NH0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 QN0478 ***********************************************************************
 QN0478  DESIGNATION -  CORNING
 QN0478  PID         -  QN0478
 QN0478  STATE/COUNTY-  WI/LINCOLN
 QN0478  USGS QUAD   -  GOODRICH (1981)
 QN0478
 QN0478                         *CURRENT SURVEY CONTROL
 QN0478  ___________________________________________________________________
 QN0478* NAD 83(1991)-  45 14 05.21809(N)    090 00 15.13068(W)     ADJUSTED  
 QN0478* NAVD 88     -       450.     (meters)    1476.     (feet)  SCALED    
 QN0478  ___________________________________________________________________
 QN0478  LAPLACE CORR-          -8.47  (seconds)                    DEFLEC99
 QN0478  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 QN0478
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0478
 QN0478.The geoid height was determined by GEOID03.
 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     -   0.99993449  x   0.99996027  =   0.99989477
 QN0478!UTM  15      -   0.99993449  x   1.00027993  =   1.00021441
 QN0478!UTM  16      -   0.99993449  x   1.00028375  =   1.00021823
 QN0478
 QN0478:                Primary Azimuth Mark                     Grid Az
 QN0478:SPC WI C     -  ROCK FALLS LOOKOUT TOWER                 063 29 39.2
 QN0478:UTM  15      -  ROCK FALLS LOOKOUT TOWER                 061 21 47.8
 QN0478:UTM  16      -  ROCK FALLS LOOKOUT TOWER                 065 37 30.8
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0478.See file dsdata.txt to determine how the superseded data were derived.
 QN0478
 QN0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL3514813399(NAD 83)
 QN0478_MARKER: DS = TRIANGULATION STATION DISK
 QN0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0478
 QN0478  HISTORY     - Date     Condition        Report By
 QN0478  HISTORY     - 1952     MONUMENTED       CGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RN1596 ***********************************************************************
 RN1596  DESIGNATION -  COT
 RN1596  PID         -  RN1596
 RN1596  STATE/COUNTY-  WI/DOUGLAS
 RN1596  USGS QUAD   -  SCOVILS LAKE (1983)
 RN1596
 RN1596                         *CURRENT SURVEY CONTROL
 RN1596  ___________________________________________________________________
 RN1596* NAD 83(1991)-  46 11 11.20901(N)    092 02 55.25790(W)     ADJUSTED  
 RN1596* NAVD 88     -       324.     (meters)    1063.     (feet)  SCALED    
 RN1596  ___________________________________________________________________
 RN1596  LAPLACE CORR-          -4.58  (seconds)                    DEFLEC99
 RN1596  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 RN1596
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 RN1596
 RN1596.The geoid height was determined by GEOID03.
 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     -   0.99995337  x   0.99994540  =   0.99989877
 RN1596!UTM  15      -   0.99995337  x   0.99966625  =   0.99961964
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1596.See file dsdata.txt to determine how the superseded data were derived.
 RN1596
 RN1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM7341515203(NAD 83)
 RN1596_MARKER: DS = TRIANGULATION STATION DISK
 RN1596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 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  USGS QUAD   -  COTTAGE GROVE (1982)
 DG4992
 DG4992                         *CURRENT SURVEY CONTROL
 DG4992  ___________________________________________________________________
 DG4992* NAD 83(1997)-  43 03 41.86302(N)    089 08 27.01173(W)     ADJUSTED  
 DG4992* NAVD 88     -       269.47   (meters)     884.1    (feet)  GPS OBS   
 DG4992  ___________________________________________________________________
 DG4992  X           -      69,986.911 (meters)                     COMP
 DG4992  Y           -  -4,666,928.313 (meters)                     COMP
 DG4992  Z           -   4,332,666.997 (meters)                     COMP
 DG4992  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 DG4992  ELLIP HEIGHT-         235.09  (meters)          (04/02/04) GPS OBS
 DG4992  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 DG4992
 DG4992  HORZ ORDER  -  FIRST
 DG4992  ELLP ORDER  -  FOURTH    CLASS I
 DG4992
 DG4992.The horizontal coordinates were established by GPS observations
 DG4992.and adjusted by the WI DEPT OF TRANSP in April 2004..
 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.Photographs are available 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 DEFLEC99 derived deflections.
 DG4992
 DG4992.The ellipsoidal height was determined by GPS observations
 DG4992.and is referenced to NAD 83.
 DG4992
 DG4992.The geoid height was determined by GEOID03.
 DG4992
 DG4992;                    North         East     Units Scale Factor Converg.
 DG4992;SPC WI S     -   118,297.257   669,982.222   MT  0.99995002   +0 35 25.2
 DG4992;SPC WI S     -   388,113.58  2,198,100.01   sFT  0.99995002   +0 35 25.2
 DG4992;UTM  16      - 4,769,882.807   325,675.625   MT  0.99997385   -1 27 43.6
 DG4992
 DG4992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4992!SPC WI S     -   0.99996313  x   0.99995002  =   0.99991316
 DG4992!UTM  16      -   0.99996313  x   0.99997385  =   0.99993698
 DG4992
 DG4992                          SUPERSEDED SURVEY CONTROL
 DG4992
 DG4992.No superseded survey control is available for this station.
 DG4992
 DG4992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2567669883(NAD 83)
 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 - 2001
 DG4992
 DG4992  HISTORY     - Date     Condition        Report By
 DG4992  HISTORY     - 2001     MONUMENTED       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'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 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  USGS QUAD   -  COTTAGE GROVE (1982)
 OM1258
 OM1258                         *CURRENT SURVEY CONTROL
 OM1258  ___________________________________________________________________
 OM1258* NAD 83(1997)-  43 06 35.67798(N)    089 10 47.73730(W)     ADJUSTED  
 OM1258* NAVD 88     -       274.740  (meters)     901.38   (feet)  ADJUSTED  
 OM1258  ___________________________________________________________________
 OM1258  X           -      66,750.462 (meters)                     COMP
 OM1258  Y           -  -4,663,314.990 (meters)                     COMP
 OM1258  Z           -   4,336,588.074 (meters)                     COMP
 OM1258  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 OM1258  ELLIP HEIGHT-         240.27  (meters)          (04/28/99) GPS OBS
 OM1258  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 OM1258  DYNAMIC HT  -         274.665 (meters)     901.13  (feet)  COMP
 OM1258  MODELED GRAV-     980,343.7   (mgal)                       NAVD 88
 OM1258  OBS GRAVITY -     980,346.7   (mgal)                       GRAV_OBS
 OM1258
 OM1258  HORZ ORDER  -  A
 OM1258  VERT ORDER  -  SECOND    CLASS I
 OM1258  ELLP ORDER  -  THIRD     CLASS I
 OM1258
 OM1258.The horizontal coordinates were established by GPS observations
 OM1258.and adjusted by the National Geodetic Survey in April 1999..
 OM1258
 OM1258.The orthometric height was determined by differential leveling
 OM1258.and adjusted by the National Geodetic Survey in February 2004..
 OM1258
 OM1258.Photographs are available 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 DEFLEC99 derived deflections.
 OM1258
 OM1258.The ellipsoidal height was determined by GPS observations
 OM1258.and is referenced to NAD 83.
 OM1258
 OM1258.The geoid height was determined by GEOID03.
 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.The observed gravity was obtained from relative gravimeter ties
 OM1258.to the IGSN71 gravity network.
 OM1258
 OM1258;                    North         East     Units Scale Factor Converg.
 OM1258;SPC WI S     -   123,628.510   666,745.511   MT  0.99994541   +0 33 48.5
 OM1258;SPC WI S     -   405,604.54  2,187,480.90   sFT  0.99994541   +0 33 48.5
 OM1258;UTM  16      - 4,775,326.769   322,631.881   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  =   0.99990773
 OM1258!UTM  16      -   0.99996232  x   0.99998702  =   0.99994934
 OM1258
 OM1258:                Primary Azimuth Mark                     Grid Az
 OM1258:SPC WI S     -  87Y A                                    186 01 40.9
 OM1258:UTM  16      -  87Y A                                    188 04 53.9
 OM1258
 OM1258|---------------------------------------------------------------------|
 OM1258| PID    Reference Object                     Distance      Geod. Az  |
 OM1258|                                                           dddmmss.s |
 OM1258| AH5302 87Y A                               APPROX. 0.6 KM 1863529.4 |
 OM1258|---------------------------------------------------------------------|
 OM1258
 OM1258                          SUPERSEDED SURVEY CONTROL
 OM1258
 OM1258  NAD 83(1991)-  43 06 35.67752(N)    089 10 47.73570(W) AD(       ) B
 OM1258  ELLIP H (06/11/91)  240.40   (m)                       GP(       ) 4 1
 OM1258  NAVD 88 (04/02/04)  274.74   (m)          901.4    (f) LEVELING    3  
 OM1258  NGVD 29 (05/19/94)  274.7    (m)          901.     (f) GPS OBS        
 OM1258
 OM1258.Superseded values are not recommended for survey control.
 OM1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1258.See file dsdata.txt to determine how the superseded data were derived.
 OM1258
 OM1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2263275327(NAD 83)
 OM1258_MARKER: DH = HORIZONTAL CONTROL DISK
 OM1258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1258_SP_SET: CONCRETE POST
 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 - May 16, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG3904 ***********************************************************************
 DG3904  DESIGNATION -  COTTAGE GROVE GPS AZ MK
 DG3904  PID         -  DG3904
 DG3904  STATE/COUNTY-  WI/DANE
 DG3904  USGS QUAD   -  COTTAGE GROVE (1982)
 DG3904
 DG3904                         *CURRENT SURVEY CONTROL
 DG3904  ___________________________________________________________________
 DG3904* NAD 83(1986)-  43 06 32.     (N)    089 10 20.     (W)     SCALED    
 DG3904* NAVD 88     -       277.078  (meters)     909.05   (feet)  ADJUSTED  
 DG3904  ___________________________________________________________________
 DG3904  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 DG3904  DYNAMIC HT  -         277.004 (meters)     908.80  (feet)  COMP
 DG3904  MODELED GRAV-     980,343.9   (mgal)                       NAVD 88
 DG3904
 DG3904  VERT ORDER  -  SECOND    CLASS I
 DG3904
 DG3904.The horizontal coordinates were scaled from a topographic map and have
 DG3904.an estimated accuracy of +/- 6 seconds.
 DG3904
 DG3904.The orthometric height was determined by differential leveling
 DG3904.and adjusted by the National Geodetic Survey in February 2004..
 DG3904
 DG3904.The geoid height was determined by GEOID03.
 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     -   123,520.      667,370.      MT  (+/- 180 meters Scaled)
 DG3904
 DG3904                          SUPERSEDED SURVEY CONTROL
 DG3904
 DG3904.No superseded survey control is available for this station.
 DG3904
 DG3904_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN232751(NAD 83)
 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 - April 01, 2003
 DG3904
 DG3904  HISTORY     - Date     Condition        Report By
 DG3904  HISTORY     - 1989     MONUMENTED       WIDT
 DG3904  HISTORY     - 20030401 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1045 ***********************************************************************
 OM1045  DESIGNATION -  COTTAGE GROVE MUNICIPAL TANK
 OM1045  PID         -  OM1045
 OM1045  STATE/COUNTY-  WI/DANE
 OM1045  USGS QUAD   -  COTTAGE GROVE (1982)
 OM1045
 OM1045                         *CURRENT SURVEY CONTROL
 OM1045  ___________________________________________________________________
 OM1045* NAD 83(1991)-  43 04 25.92563(N)    089 12 07.29546(W)     ADJUSTED  
 OM1045* NAVD 88     -                                                        
 OM1045  ___________________________________________________________________
 OM1045  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 OM1045  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 OM1045
 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
 OM1045.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1045
 OM1045.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 OM1045
 OM1045  NAD 83(1986)-  43 04 25.91857(N)    089 12 07.30033(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1045.See file dsdata.txt to determine how the superseded data were derived.
 OM1045
 OM1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2072971371(NAD 83)
 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 = OCTOBER  7, 2006
 DF9643 ***********************************************************************
 DF9643  DESIGNATION -  COTTAGE GROVE S GPS
 DF9643  PID         -  DF9643
 DF9643  STATE/COUNTY-  WI/DANE
 DF9643  USGS QUAD   -  COTTAGE GROVE (1982)
 DF9643
 DF9643                         *CURRENT SURVEY CONTROL
 DF9643  ___________________________________________________________________
 DF9643* NAD 83(1997)-  43 02 02.30721(N)    089 12 00.87089(W)     ADJUSTED  
 DF9643* NAVD 88     -       283.688  (meters)     930.73   (feet)  ADJUSTED  
 DF9643  ___________________________________________________________________
 DF9643  X           -      65,177.535 (meters)                     COMP
 DF9643  Y           -  -4,669,105.807 (meters)                     COMP
 DF9643  Z           -   4,330,431.523 (meters)                     COMP
 DF9643  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 DF9643  ELLIP HEIGHT-         249.37  (meters)          (04/02/04) GPS OBS
 DF9643  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 DF9643  DYNAMIC HT  -         283.611 (meters)     930.48  (feet)  COMP
 DF9643  MODELED GRAV-     980,340.8   (mgal)                       NAVD 88
 DF9643
 DF9643  HORZ ORDER  -  FIRST
 DF9643  VERT ORDER  -  SECOND    CLASS I
 DF9643  ELLP ORDER  -  FOURTH    CLASS I
 DF9643
 DF9643.The horizontal coordinates were established by GPS observations
 DF9643.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DF9643
 DF9643.The orthometric height was determined by differential leveling
 DF9643.and adjusted by the National Geodetic Survey in February 2004..
 DF9643
 DF9643.Photographs are available 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 DEFLEC99 derived deflections.
 DF9643
 DF9643.The ellipsoidal height was determined by GPS observations
 DF9643.and is referenced to NAD 83.
 DF9643
 DF9643.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF9643;SPC WI S     -   115,177.188   665,173.043   MT  0.99995298   +0 32 58.3
 DF9643;SPC WI S     -   377,877.16  2,182,321.89   sFT  0.99995298   +0 32 58.3
 DF9643;UTM  16      - 4,766,936.835   320,757.653   MT  0.99999525   -1 30 06.9
 DF9643
 DF9643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9643!SPC WI S     -   0.99996089  x   0.99995298  =   0.99991388
 DF9643!UTM  16      -   0.99996089  x   0.99999525  =   0.99995614
 DF9643
 DF9643                          SUPERSEDED SURVEY CONTROL
 DF9643
 DF9643  NAVD 88 (04/02/04)  283.69   (m)          930.7    (f) LEVELING    3  
 DF9643
 DF9643.Superseded values are not recommended for survey control.
 DF9643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9643.See file dsdata.txt to determine how the superseded data were derived.
 DF9643
 DF9643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2075866937(NAD 83)
 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 - 2001
 DF9643
 DF9643  HISTORY     - Date     Condition        Report By
 DF9643  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 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  USGS QUAD   -  COTTAGE GROVE (1982)
 DG4848
 DG4848                         *CURRENT SURVEY CONTROL
 DG4848  ___________________________________________________________________
 DG4848* NAD 83(1997)-  43 05 14.33914(N)    089 14 22.37517(W)     ADJUSTED  
 DG4848* NAVD 88     -       271.82   (meters)     891.8    (feet)  GPS OBS   
 DG4848  ___________________________________________________________________
 DG4848  X           -      61,920.545 (meters)                     COMP
 DG4848  Y           -  -4,665,094.797 (meters)                     COMP
 DG4848  Z           -   4,334,753.253 (meters)                     COMP
 DG4848  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 DG4848  ELLIP HEIGHT-         237.43  (meters)          (04/02/04) GPS OBS
 DG4848  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 DG4848
 DG4848  HORZ ORDER  -  FIRST
 DG4848  ELLP ORDER  -  FOURTH    CLASS I
 DG4848
 DG4848.The horizontal coordinates were established by GPS observations
 DG4848.and adjusted by the WI DEPT OF TRANSP in April 2004..
 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.Photographs are available 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 DEFLEC99 derived deflections.
 DG4848
 DG4848.The ellipsoidal height was determined by GPS observations
 DG4848.and is referenced to NAD 83.
 DG4848
 DG4848.The geoid height was determined by GEOID03.
 DG4848
 DG4848;                    North         East     Units Scale Factor Converg.
 DG4848;SPC WI S     -   121,072.675   661,915.952   MT  0.99994748   +0 31 21.0
 DG4848;SPC WI S     -   397,219.27  2,171,635.92   sFT  0.99994748   +0 31 21.0
 DG4848;UTM  16      - 4,772,945.483   317,713.600   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                          SUPERSEDED SURVEY CONTROL
 DG4848
 DG4848.No superseded survey control is available for this station.
 DG4848
 DG4848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1771472945(NAD 83)
 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 - 2001
 DG4848
 DG4848  HISTORY     - Date     Condition        Report By
 DG4848  HISTORY     - 2001     MONUMENTED       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'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5657 ***********************************************************************
 DH5657  DESIGNATION -  COTTONVILLE GPS
 DH5657  PID         -  DH5657
 DH5657  STATE/COUNTY-  WI/ADAMS
 DH5657  USGS QUAD   -  COLOMA SW (1982)
 DH5657
 DH5657                         *CURRENT SURVEY CONTROL
 DH5657  ___________________________________________________________________
 DH5657* NAD 83(1997)-  44 04 06.37131(N)    089 42 05.95114(W)     ADJUSTED  
 DH5657* NAVD 88     -                                                        
 DH5657  ___________________________________________________________________
 DH5657  X           -      23,902.665 (meters)                     COMP
 DH5657  Y           -  -4,590,325.533 (meters)                     COMP
 DH5657  Z           -   4,413,749.119 (meters)                     COMP
 DH5657  LAPLACE CORR-          -5.48  (seconds)                    DEFLEC99
 DH5657  ELLIP HEIGHT-         274.15  (meters)          (08/01/05) GPS OBS
 DH5657  GEOID HEIGHT-         -35.55  (meters)                     GEOID03
 DH5657
 DH5657  HORZ ORDER  -  FIRST
 DH5657  ELLP ORDER  -  SECOND    CLASS I
 DH5657
 DH5657.The horizontal coordinates were established by GPS observations
 DH5657.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5657
 DH5657
 DH5657.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5657
 DH5657.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5657
 DH5657.The ellipsoidal height was determined by GPS observations
 DH5657.and is referenced to NAD 83.
 DH5657
 DH5657.The geoid height was determined by GEOID03.
 DH5657
 DH5657;                    North         East     Units Scale Factor Converg.
 DH5657;SPC WI S     -   229,833.971   623,901.704   MT  1.00000036   +0 12 18.0
 DH5657;SPC WI S     -   754,046.95  2,046,917.51   sFT  1.00000036   +0 12 18.0
 DH5657;UTM  16      - 4,883,023.079   283,643.771   MT  1.00017575   -1 52 47.2
 DH5657
 DH5657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5657!SPC WI S     -   0.99995701  x   1.00000036  =   0.99995737
 DH5657!UTM  16      -   0.99995701  x   1.00017575  =   1.00013276
 DH5657
 DH5657                          SUPERSEDED SURVEY CONTROL
 DH5657
 DH5657.No superseded survey control is available for this station.
 DH5657
 DH5657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP8364483023(NAD 83)
 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 - 2003
 DH5657
 DH5657  HISTORY     - Date     Condition        Report By
 DH5657  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB8493 ***********************************************************************
 AB8493  DESIGNATION -  COUNTY F
 AB8493  PID         -  AB8493
 AB8493  STATE/COUNTY-  WI/BURNETT
 AB8493  USGS QUAD   -  LAKE CLAYTON (1982)
 AB8493
 AB8493                         *CURRENT SURVEY CONTROL
 AB8493  ___________________________________________________________________
 AB8493* NAD 83(1997)-  45 53 46.47090(N)    092 40 26.37139(W)     ADJUSTED  
 AB8493* NAVD 88     -       283.6    (meters)     930.     (feet)  GPS OBS   
 AB8493  ___________________________________________________________________
 AB8493  X           -    -207,456.095 (meters)                     COMP
 AB8493  Y           -  -4,441,945.737 (meters)                     COMP
 AB8493  Z           -   4,557,413.192 (meters)                     COMP
 AB8493  LAPLACE CORR-           5.46  (seconds)                    DEFLEC99
 AB8493  ELLIP HEIGHT-         256.90  (meters)          (01/30/03) GPS OBS
 AB8493  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AB8493
 AB8493  HORZ ORDER  -  FIRST
 AB8493  ELLP ORDER  -  FOURTH    CLASS I
 AB8493
 AB8493.The horizontal coordinates were established by GPS observations
 AB8493.and adjusted by the National Geodetic Survey in January 2003..
 AB8493
 AB8493.The orthometric height was determined by GPS observations and a
 AB8493.high-resolution geoid model.
 AB8493
 AB8493.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8493
 AB8493.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8493
 AB8493.The ellipsoidal height was determined by GPS observations
 AB8493.and is referenced to NAD 83.
 AB8493
 AB8493.The geoid height was determined by GEOID03.
 AB8493
 AB8493;                    North         East     Units Scale Factor Converg.
 AB8493;SPC WI N     -    84,580.435   392,525.142   MT  0.99995652   -1 55 44.2
 AB8493;SPC WI N     -   277,494.31  1,287,809.57   sFT  0.99995652   -1 55 44.2
 AB8493;UTM  15      - 5,082,571.029   525,290.689   MT  0.99960786   +0 14 02.8
 AB8493
 AB8493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8493!SPC WI N     -   0.99995973  x   0.99995652  =   0.99991625
 AB8493!UTM  15      -   0.99995973  x   0.99960786  =   0.99956760
 AB8493
 AB8493                          SUPERSEDED SURVEY CONTROL
 AB8493
 AB8493  NAD 83(1991)-  45 53 46.47067(N)    092 40 26.36943(W) AD(       ) 1
 AB8493  ELLIP H (12/09/96)  256.94   (m)                       GP(       ) 4 1
 AB8493
 AB8493.Superseded values are not recommended for survey control.
 AB8493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8493.See file dsdata.txt to determine how the superseded data were derived.
 AB8493
 AB8493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2529182571(NAD 83)
 AB8493_MARKER: DD = SURVEY DISK
 AB8493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8493_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8493+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB8493
 AB8493  HISTORY     - Date     Condition        Report By
 AB8493  HISTORY     - 1993     MONUMENTED       WI-013
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1252 ***********************************************************************
 PN1252  DESIGNATION -  COUNTY LINE
 PN1252  PID         -  PN1252
 PN1252  STATE/COUNTY-  WI/PORTAGE
 PN1252  USGS QUAD   -  IOLA (1981)
 PN1252
 PN1252                         *CURRENT SURVEY CONTROL
 PN1252  ___________________________________________________________________
 PN1252* NAD 83(1991)-  44 30 13.82832(N)    089 13 25.52349(W)     ADJUSTED  
 PN1252* NAVD 88     -       359.2    (meters)    1178.     (feet)  VERTCON   
 PN1252  ___________________________________________________________________
 PN1252  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 PN1252  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 PN1252
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1252
 PN1252.The geoid height was determined by GEOID03.
 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     -   0.99994935  x   0.99996170  =   0.99991105
 PN1252!UTM  16      -   0.99994935  x   0.99998430  =   0.99993365
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1252.See file dsdata.txt to determine how the superseded data were derived.
 PN1252
 PN1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ2322730241(NAD 83)
 PN1252_MARKER: DE = TRAVERSE STATION DISK
 PN1252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 DE7708 ***********************************************************************
 DE7708  DESIGNATION -  COUNTY LINE
 DE7708  PID         -  DE7708
 DE7708  STATE/COUNTY-  WI/OZAUKEE
 DE7708  USGS QUAD   -  MENOMONEE FALLS (1994)
 DE7708
 DE7708                         *CURRENT SURVEY CONTROL
 DE7708  ___________________________________________________________________
 DE7708* NAD 83(1986)-  43 11 34.     (N)    088 00 16.     (W)     SCALED    
 DE7708* NAVD 88     -       208.460  (meters)     683.92   (feet)  ADJUSTED  
 DE7708  ___________________________________________________________________
 DE7708  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 DE7708  DYNAMIC HT  -         208.408 (meters)     683.75  (feet)  COMP
 DE7708  MODELED GRAV-     980,367.5   (mgal)                       NAVD 88
 DE7708
 DE7708  VERT ORDER  -  SECOND    CLASS I
 DE7708
 DE7708.The horizontal coordinates were scaled from a topographic map and have
 DE7708.an estimated accuracy of +/- 6 seconds.
 DE7708
 DE7708.The orthometric height was determined by differential leveling
 DE7708.and adjusted by the National Geodetic Survey in May 2003..
 DE7708
 DE7708.The geoid height was determined by GEOID03.
 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     -   134,450.      762,190.      MT  (+/- 180 meters Scaled)
 DE7708
 DE7708                          SUPERSEDED SURVEY CONTROL
 DE7708
 DE7708.No superseded survey control is available for this station.
 DE7708
 DE7708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN183827(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7708+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2003
 DE7708
 DE7708  HISTORY     - Date     Condition        Report By
 DE7708  HISTORY     - 1990     MONUMENTED       WI-089
 DE7708  HISTORY     - 20010508 GOOD             WIDT
 DE7708  HISTORY     - 20031109 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1125 ***********************************************************************
 OM1125  DESIGNATION -  COUNTY SHERIFF RAD KSA 450 MST
 OM1125  PID         -  OM1125
 OM1125  STATE/COUNTY-  WI/COLUMBIA
 OM1125  USGS QUAD   -  DURWARDS GLEN (1975)
 OM1125
 OM1125                         *CURRENT SURVEY CONTROL
 OM1125  ___________________________________________________________________
 OM1125* NAD 83(1991)-  43 29 35.89584(N)    089 31 11.17178(W)     ADJUSTED  
 OM1125* NAVD 88     -                                                        
 OM1125  ___________________________________________________________________
 OM1125  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 OM1125  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 OM1125
 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
 OM1125.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1125
 OM1125.The geoid height was determined by GEOID03.
 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                          SUPERSEDED SURVEY CONTROL
 OM1125
 OM1125  NAD 83(1986)-  43 29 35.88872(N)    089 31 11.17770(W) AD(       ) 4
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1125.See file dsdata.txt to determine how the superseded data were derived.
 OM1125
 OM1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP9626518682(NAD 83)
 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 = OCTOBER  7, 2006
 OM0985 ***********************************************************************
 OM0985  DESIGNATION -  COURTLAND
 OM0985  PID         -  OM0985
 OM0985  STATE/COUNTY-  WI/COLUMBIA
 OM0985  USGS QUAD   -  RANDOLPH (1980)
 OM0985
 OM0985                         *CURRENT SURVEY CONTROL
 OM0985  ___________________________________________________________________
 OM0985* NAD 83(1991)-  43 30 02.66381(N)    089 06 42.17845(W)     ADJUSTED  
 OM0985* NAVD 88     -       323.     (meters)    1060.     (feet)  SCALED    
 OM0985  ___________________________________________________________________
 OM0985  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 OM0985  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 OM0985
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0985
 OM0985.The geoid height was determined by GEOID03.
 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     -   0.99995490  x   0.99993405  =   0.99988895
 OM0985!UTM  16      -   0.99995490  x   0.99995852  =   0.99991342
 OM0985
 OM0985:                Primary Azimuth Mark                     Grid Az
 OM0985:SPC WI S     -  CAMBRIA MUNICIPAL TANK                   005 04 57.2
 OM0985:UTM  16      -  CAMBRIA MUNICIPAL TANK                   007 08 48.7
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0985.See file dsdata.txt to determine how the superseded data were derived.
 OM0985
 OM0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP2928018590(NAD 83)
 OM0985_MARKER: DS = TRIANGULATION STATION DISK
 OM0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 DH5550 ***********************************************************************
 DH5550  DESIGNATION -  COURTLAND N GPS
 DH5550  PID         -  DH5550
 DH5550  STATE/COUNTY-  WI/COLUMBIA
 DH5550  USGS QUAD   -  RANDOLPH (1980)
 DH5550
 DH5550                         *CURRENT SURVEY CONTROL
 DH5550  ___________________________________________________________________
 DH5550* NAD 83(1997)-  43 30 18.69829(N)    089 03 32.75801(W)     ADJUSTED  
 DH5550* NAVD 88     -                                                        
 DH5550  ___________________________________________________________________
 DH5550  X           -      76,090.019 (meters)                     COMP
 DH5550  Y           -  -4,633,056.110 (meters)                     COMP
 DH5550  Z           -   4,368,556.686 (meters)                     COMP
 DH5550  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 DH5550  ELLIP HEIGHT-         256.17  (meters)          (08/01/05) GPS OBS
 DH5550  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 DH5550
 DH5550  HORZ ORDER  -  FIRST
 DH5550  ELLP ORDER  -  SECOND    CLASS I
 DH5550
 DH5550.The horizontal coordinates were established by GPS observations
 DH5550.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5550
 DH5550
 DH5550.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5550
 DH5550.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5550
 DH5550.The ellipsoidal height was determined by GPS observations
 DH5550.and is referenced to NAD 83.
 DH5550
 DH5550.The geoid height was determined by GEOID03.
 DH5550
 DH5550;                    North         East     Units Scale Factor Converg.
 DH5550;SPC WI S     -   167,642.222   676,083.766   MT  0.99993419   +0 38 47.4
 DH5550;SPC WI S     -   550,006.19  2,218,118.16   sFT  0.99993419   +0 38 47.4
 DH5550;UTM  16      - 4,818,977.750   333,545.831   MT  0.99994082   -1 25 04.3
 DH5550
 DH5550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5550!SPC WI S     -   0.99995983  x   0.99993419  =   0.99989402
 DH5550!UTM  16      -   0.99995983  x   0.99994082  =   0.99990065
 DH5550
 DH5550                          SUPERSEDED SURVEY CONTROL
 DH5550
 DH5550.No superseded survey control is available for this station.
 DH5550
 DH5550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP3354618978(NAD 83)
 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 - August 07, 2003
 DH5550
 DH5550  HISTORY     - Date     Condition        Report By
 DH5550  HISTORY     - 1994     MONUMENTED       WI-021
 DH5550  HISTORY     - 20030807 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0193 ***********************************************************************
 QM0193  DESIGNATION -  COX
 QM0193  PID         -  QM0193
 QM0193  STATE/COUNTY-  WI/ONEIDA
 QM0193  USGS QUAD   -  MOEN LAKE (1982)
 QM0193
 QM0193                         *CURRENT SURVEY CONTROL
 QM0193  ___________________________________________________________________
 QM0193* NAD 83(1991)-  45 40 12.91443(N)    089 20 04.99075(W)     ADJUSTED  
 QM0193* NAVD 88     -       480.495  (meters)    1576.42   (feet)  ADJUSTED  
 QM0193  ___________________________________________________________________
 QM0193  LAPLACE CORR-          -6.32  (seconds)                    DEFLEC99
 QM0193  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 QM0193  DYNAMIC HT  -         480.467 (meters)    1576.33  (feet)  COMP
 QM0193  MODELED GRAV-     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
 QM0193.and adjusted by the National Geodetic Survey in June 1991..
 QM0193
 QM0193.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0193
 QM0193.The geoid height was determined by GEOID03.
 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;                    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     -   0.99992971  x   0.99998281  =   0.99991252
 QM0193!UTM  16      -   0.99992971  x   1.00000659  =   0.99993630
 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|---------------------------------------------------------------------|
 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  NGVD 29 (??/??/92)  480.482  (m)         1576.38   (f) ADJ UNCH    1 2
 QM0193
 QM0193.Superseded values are not recommended for survey control.
 QM0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0193.See file dsdata.txt to determine how the superseded data were derived.
 QM0193
 QM0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR1814760063(NAD 83)
 QM0193_MARKER: DS = TRIANGULATION STATION DISK
 QM0193_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QM0193_SP_SET: RAIL
 QM0193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0193
 QM0193  HISTORY     - Date     Condition        Report By
 QM0193  HISTORY     - 1921     MONUMENTED       CGS
 QM0193  HISTORY     - 1922     GOOD             NGS
 QM0193  HISTORY     - 1934     GOOD             NGS
 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 NATIONAL 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 NATIONAL 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 = OCTOBER  7, 2006
 RL1630 ***********************************************************************
 RL1630  DESIGNATION -  CRAB LAKE LOT
 RL1630  PID         -  RL1630
 RL1630  STATE/COUNTY-  WI/VILAS
 RL1630  USGS QUAD   -  PRESQUE ISLE (1981)
 RL1630
 RL1630                         *CURRENT SURVEY CONTROL
 RL1630  ___________________________________________________________________
 RL1630* NAD 83(1991)-  46 12 42.53410(N)    089 44 34.54137(W)     ADJUSTED  
 RL1630* NAVD 88     -       549.     (meters)    1801.     (feet)  SCALED    
 RL1630  ___________________________________________________________________
 RL1630  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 RL1630  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 RL1630
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1630
 RL1630.The geoid height was determined by GEOID03.
 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;SPC MI N     -   162,428.403 7,788,398.590   MT  0.99990365   -1 58 57.2
 RL1630;SPC MI N     -   532,901.58 25,552,488.81   iFT  0.99990365   -1 58 57.2
 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!SPC MI N     -   0.99991878  x   0.99990365  =   0.99982244
 RL1630!UTM  16      -   0.99991878  x   1.00015031  =   1.00006908
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1630.See file dsdata.txt to determine how the superseded data were derived.
 RL1630
 RL1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS8842421239(NAD 83)
 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 = OCTOBER  7, 2006
 PN1107 ***********************************************************************
 PN1107  DESIGNATION -  CRAN
 PN1107  PID         -  PN1107
 PN1107  STATE/COUNTY-  WI/JUNEAU
 PN1107  USGS QUAD   -  ARKDALE NW (1985)
 PN1107
 PN1107                         *CURRENT SURVEY CONTROL
 PN1107  ___________________________________________________________________
 PN1107* NAD 83(1991)-  44 14 24.34110(N)    089 59 41.59425(W)     ADJUSTED  
 PN1107* NAVD 88     -       313.4    (meters)    1028.     (feet)  VERTCON   
 PN1107  ___________________________________________________________________
 PN1107  LAPLACE CORR-          -4.38  (seconds)                    DEFLEC99
 PN1107  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 PN1107
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1107
 PN1107.The geoid height was determined by GEOID03.
 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  =   1.00025974
 PN1107!UTM  15      -   0.99995635  x   1.00030822  =   1.00026455
 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 USGS                   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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1107.See file dsdata.txt to determine how the superseded data were derived.
 PN1107
 PN1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ6085502903(NAD 83)
 PN1107_MARKER: DH = HORIZONTAL CONTROL DISK
 PN1107_SETTING: 66 = SET IN ROCK OUTCROP
 PN1107_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 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
 PN1107'OF BABCOCK, 11.3 KM (7 MI) SOUTHWEST OF NEKOOSA AND IN
 PN1107'THE NW1/4,S2,T21N,R4E OF ARMENIA TOWNSHIP.
 PN1107'OWNERSHIP--ROLAND HUEBNER, RTE 1 NEKOOSA, WI 54457,
 PN1107'TELEPHONE 715-886-3033.
 PN1107'
 PN1107'TO REACH THE STATION FROM THE POST OFFICE IN NEKOOSA, GO
 PN1107'SOUTH ON POINT BASSE STREET FOR 0.2 KM (0.1 MI) TO THE JUNCTION
 PN1107'WITH STATE HIGHWAY 173. TURN RIGHT AND GO WESTERLY ON STATE
 PN1107'HIGHWAY 173 FOR 2.9 KM (1.8 MI) TO A T-ROAD. TURN LEFT AND GO
 PN1107'SOUTHERLY ON COUNTY ROAD G FOR 12.4 KM (7.7 MI) TO A CROSSROAD
 PN1107'AT TURTLE POND. TURN RIGHT AND GO WEST ON THIRD AVENUE FOR
 PN1107'3.4 KM (2.1 MI) TO A CROSSROAD. TURN RIGHT AND GO NORTH ON
 PN1107'20TH AVENUE FOR 1.3 KM (0.8 MI) TO A TRACK ROAD RIGHT. TURN
 PN1107'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.
 PN1107'PACK NORTHERLY UP A ROCK BLUFF, ABOUT 200 FEET TO A LOOKOUT TOWER
 PN1107'AND THE STATION.
 PN1107'
 PN1107'THE STATION IS A STANDARD NGS DISK
 PN1107'STAMPED---CRAN 1981---,
 PN1107'CEMENTED IN A DRILLHOLE IN BEDROCK RECESSED 30 CM BELOW THE
 PN1107'GROUND SURFACE. IT IS LOCATED
 PN1107'7.0 METERS (23 FT) EAST FROM THE SOUTHEAST LEG OF A LOOKOUT TOWER,
 PN1107'6.9 METERS (22.7 FT) SOUTHEAST FROM THE NORTHEAST LEG OF THE
 PN1107'LOOKOUT TOWER AND
 PN1107'3.5 METERS (11.5 FT) SOUTH FROM A 12-INCH OAK TREE.
 PN1107'
 PN1107'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK
 PN1107'STAMPED---CRAN NO 1 1981---,
 PN1107'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 PN1107'1.4 METERS (4.6 FT) NORTHEAST FROM A METAL WITNESS POST.
 PN1107'MARK IS BELOW STATION 1.8 METERS.
 PN1107'
 PN1107'REFERENCE MARK NUMBER 02 IS A STANDARD USGS BENCH MARK DISK
 PN1107'STAMPED---CRANBERRY ROCK 1935---,
 PN1107'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 18 CM ON A SIDE
 PN1107'PROJECTING 28 CM ABOVE THE GROUND.  IT IS LOCATED
 PN1107'4.2 METERS (13.8 FT) NORTH-NORTHEAST FROM THE SOUTHEAST LEG OF A
 PN1107'LOOKOUT TOWER,
 PN1107'4.1 METERS (13.5 FT) SOUTHEAST FROM THE NORTHEAST LEG OF THE
 PN1107'LOOKOUT TOWER AND
 PN1107'5.2 METERS (17.2 FT) SOUTHWEST FROM A 12-INCH OAK TREE.
 PN1107'MARK IS LEVEL WITH STATION.
 PN1107'
 PN1107'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 19.2 METERS.
 PN1107'
 PN1107'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1108 ***********************************************************************
 PN1108  DESIGNATION -  CRANBERRY ROCK USGS
 PN1108  PID         -  PN1108
 PN1108  STATE/COUNTY-  WI/JUNEAU
 PN1108  USGS QUAD   -  ARKDALE NW (1985)
 PN1108
 PN1108                         *CURRENT SURVEY CONTROL
 PN1108  ___________________________________________________________________
 PN1108* NAD 83(1991)-  44 14 24.34487(N)    089 59 41.75401(W)     ADJUSTED  
 PN1108* NAVD 88     -       314.3    (meters)    1031.     (feet)  VERTCON   
 PN1108  ___________________________________________________________________
 PN1108  LAPLACE CORR-          -4.38  (seconds)                    DEFLEC99
 PN1108  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 PN1108
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1108
 PN1108.The geoid height was determined by GEOID03.
 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  =   1.00025962
 PN1108!UTM  15      -   0.99995621  x   1.00030820  =   1.00026439
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1108.See file dsdata.txt to determine how the superseded data were derived.
 PN1108
 PN1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ6085102903(NAD 83)
 PN1108_MARKER: DB = BENCH MARK DISK
 PN1108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1108_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PN1108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1108+STABILITY: SURFACE MOTION
 PN1108
 PN1108  HISTORY     - Date     Condition        Report By
 PN1108  HISTORY     - 1981     MONUMENTED       USGS
 PN1108
 PN1108                          STATION DESCRIPTION
 PN1108
 PN1108'DESCRIBED BY US GEOLOGICAL 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 = OCTOBER  7, 2006
 QN0176 ***********************************************************************
 QN0176  DESIGNATION -  CRANE
 QN0176  PID         -  QN0176
 QN0176  STATE/COUNTY-  WI/RUSK
 QN0176  USGS QUAD   -  CRANE (1972)
 QN0176
 QN0176                         *CURRENT SURVEY CONTROL
 QN0176  ___________________________________________________________________
 QN0176* NAD 83(1991)-  45 33 19.56357(N)    091 10 23.62718(W)     ADJUSTED  
 QN0176* NAVD 88     -       369.397  (meters)    1211.93   (feet)  ADJUSTED  
 QN0176  ___________________________________________________________________
 QN0176  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 QN0176  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 QN0176  DYNAMIC HT  -         369.379 (meters)    1211.87  (feet)  COMP
 QN0176  MODELED GRAV-     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
 QN0176.and adjusted by the National Geodetic Survey in June 1991..
 QN0176
 QN0176.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0176
 QN0176.The geoid height was determined by GEOID03.
 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;                    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;SPC WI N     -    43,885.721   508,395.801   MT  1.00000206   -0 50 46.8
 QN0176;SPC WI N     -   143,981.74  1,667,961.89   sFT  1.00000206   -0 50 46.8
 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     -   0.99994683  x   1.00001103  =   0.99995786
 QN0176!SPC WI N     -   0.99994683  x   1.00000206  =   0.99994889
 QN0176!UTM  15      -   0.99994683  x   0.99984994  =   0.99979678
 QN0176
 QN0176:                Primary Azimuth Mark                     Grid Az
 QN0176:SPC WI C     -  LADYSMITH MUNICIPAL TANK                 151 24 24.4
 QN0176:SPC WI N     -  LADYSMITH MUNICIPAL TANK                 151 25 31.1
 QN0176:UTM  15      -  LADYSMITH MUNICIPAL TANK                 149 16 28.5
 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  NGVD 29 (??/??/92)  369.388  (m)         1211.90   (f) ADJ UNCH    1 2
 QN0176
 QN0176.Superseded values are not recommended for survey control.
 QN0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0176.See file dsdata.txt to determine how the superseded data were derived.
 QN0176
 QN0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL4257946278(NAD 83)
 QN0176_MARKER: DS = TRIANGULATION STATION DISK
 QN0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0176_STAMPING: CRANE 1921
 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             NGS
 QN0176  HISTORY     - 1934     GOOD             CGS
 QN0176  HISTORY     - 1934     GOOD             CGS
 QN0176  HISTORY     - 1934     GOOD             NGS
 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 NATIONAL 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 NATIONAL 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 = OCTOBER  7, 2006
 QN0537 ***********************************************************************
 QN0537  DESIGNATION -  CRANE RM 1
 QN0537  PID         -  QN0537
 QN0537  STATE/COUNTY-  WI/RUSK
 QN0537  USGS QUAD   -  CRANE (1972)
 QN0537
 QN0537                         *CURRENT SURVEY CONTROL
 QN0537  ___________________________________________________________________
 QN0537* NAD 83(1991)-  45 33 18.46149(N)    091 10 24.53850(W)     ADJUSTED  
 QN0537* NAVD 88     -       369.     (meters)    1211.     (feet)  SCALED    
 QN0537  ___________________________________________________________________
 QN0537  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 QN0537  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 QN0537
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0537
 QN0537.The geoid height was determined by GEOID03.
 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;SPC WI N     -    43,851.993   508,375.535   MT  1.00000211   -0 50 47.5
 QN0537;SPC WI N     -   143,871.08  1,667,895.40   sFT  1.00000211   -0 50 47.5
 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     -   0.99994689  x   1.00001097  =   0.99995786
 QN0537!SPC WI N     -   0.99994689  x   1.00000211  =   0.99994900
 QN0537!UTM  15      -   0.99994689  x   0.99984987  =   0.99979677
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0537.See file dsdata.txt to determine how the superseded data were derived.
 QN0537
 QN0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL4256046244(NAD 83)
 QN0537_MARKER: DS = TRIANGULATION STATION DISK
 QN0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 QN0536 ***********************************************************************
 QN0536  DESIGNATION -  CRANE RM 3
 QN0536  PID         -  QN0536
 QN0536  STATE/COUNTY-  WI/RUSK
 QN0536  USGS QUAD   -  CRANE (1972)
 QN0536
 QN0536                         *CURRENT SURVEY CONTROL
 QN0536  ___________________________________________________________________
 QN0536* NAD 83(1991)-  45 33 18.91136(N)    091 10 24.26208(W)     ADJUSTED  
 QN0536* NAVD 88     -       369.     (meters)    1211.     (feet)  SCALED    
 QN0536  ___________________________________________________________________
 QN0536  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 QN0536  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 QN0536
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0536
 QN0536.The geoid height was determined by GEOID03.
 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;SPC WI N     -    43,865.791   508,381.735   MT  1.00000209   -0 50 47.3
 QN0536;SPC WI N     -   143,916.35  1,667,915.74   sFT  1.00000209   -0 50 47.3
 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     -   0.99994689  x   1.00001099  =   0.99995788
 QN0536!SPC WI N     -   0.99994689  x   1.00000209  =   0.99994898
 QN0536!UTM  15      -   0.99994689  x   0.99984989  =   0.99979679
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0536.See file dsdata.txt to determine how the superseded data were derived.
 QN0536
 QN0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL4256646258(NAD 83)
 QN0536_MARKER: DS = TRIANGULATION STATION DISK
 QN0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 PO0085 ***********************************************************************
 PO0085  DESIGNATION -  CRANMOOR
 PO0085  PID         -  PO0085
 PO0085  STATE/COUNTY-  WI/WOOD
 PO0085  USGS QUAD   -  BABCOCK (1984)
 PO0085
 PO0085                         *CURRENT SURVEY CONTROL
 PO0085  ___________________________________________________________________
 PO0085* NAD 83(1991)-  44 18 55.45506(N)    090 01 58.40960(W)     ADJUSTED  
 PO0085* NAVD 88     -       299.234  (meters)     981.74   (feet)  ADJUSTED  
 PO0085  ___________________________________________________________________
 PO0085  LAPLACE CORR-          -4.49  (seconds)                    DEFLEC99
 PO0085  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 PO0085  DYNAMIC HT  -         299.181 (meters)     981.56  (feet)  COMP
 PO0085  MODELED GRAV-     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
 PO0085.and adjusted by the National Geodetic Survey in June 1991..
 PO0085
 PO0085.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0085
 PO0085.The geoid height was determined by GEOID03.
 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;                    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     -   0.99995854  x   0.99998828  =   0.99994682
 PO0085!SPC WI S     -   0.99995854  x   1.00006004  =   1.00001858
 PO0085!UTM  15      -   0.99995854  x   1.00028865  =   1.00024718
 PO0085!UTM  16      -   0.99995854  x   1.00031952  =   1.00027805
 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
 PO0085.Superseded values are not recommended for survey control.
 PO0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0085.See file dsdata.txt to determine how the superseded data were derived.
 PO0085
 PO0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK3662411187(NAD 83)
 PO0085_MARKER: DB = BENCH MARK DISK
 PO0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0085_STAMPING: CRANMOOR 1926
 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             NGS
 PO0085  HISTORY     - 1935     GOOD             CGS
 PO0085  HISTORY     - 1935     MARK NOT FOUND   NGS
 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 NATIONAL 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 NATIONAL 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 = OCTOBER  7, 2006
 NH1350 ***********************************************************************
 NH1350  DESIGNATION -  CREEDY
 NH1350  PID         -  NH1350
 NH1350  STATE/COUNTY-  WI/ROCK
 NH1350  USGS QUAD   -  BELOIT (1976)
 NH1350
 NH1350                         *CURRENT SURVEY CONTROL
 NH1350  ___________________________________________________________________
 NH1350* NAD 83(1991)-  42 33 43.75383(N)    089 06 19.14511(W)     ADJUSTED  
 NH1350* NAVD 88     -       287.     (meters)     942.     (feet)  SCALED    
 NH1350  ___________________________________________________________________
 NH1350  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 NH1350  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 NH1350
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1350
 NH1350.The geoid height was determined by GEOID03.
 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;SPC IL W     -   655,068.260   787,150.655   MT  1.00003459   +0 43 04.5
 NH1350;SPC IL W     - 2,149,169.78  2,582,510.11   sFT  1.00003459   +0 43 04.5
 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     -   0.99996029  x   1.00003891  =   0.99999919
 NH1350!SPC IL W     -   0.99996029  x   1.00003459  =   0.99999487
 NH1350!UTM  16      -   0.99996029  x   0.99996746  =   0.99992775
 NH1350
 NH1350:                Primary Azimuth Mark                     Grid Az
 NH1350:SPC WI S     -  JANESVILLE RADIO STA WCLO MAST           024 50 59.9
 NH1350:SPC IL W     -  JANESVILLE RADIO STA WCLO MAST           024 44 48.5
 NH1350:UTM  16      -  JANESVILLE RADIO STA WCLO MAST           026 53 20.7
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1350.See file dsdata.txt to determine how the superseded data were derived.
 NH1350
 NH1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2718214343(NAD 83)
 NH1350_MARKER: DS = TRIANGULATION STATION DISK
 NH1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 PN1270 ***********************************************************************
 PN1270  DESIGNATION -  CRI
 PN1270  PID         -  PN1270
 PN1270  STATE/COUNTY-  WI/ADAMS
 PN1270  USGS QUAD   -  ROCHE A CRI (1984)
 PN1270
 PN1270                         *CURRENT SURVEY CONTROL
 PN1270  ___________________________________________________________________
 PN1270* NAD 83(1991)-  44 04 06.55847(N)    089 48 14.26021(W)     ADJUSTED  
 PN1270* NAVD 88     -       300.9    (meters)     987.     (feet)  VERTCON   
 PN1270  ___________________________________________________________________
 PN1270  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 PN1270  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 PN1270
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1270
 PN1270.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1270.See file dsdata.txt to determine how the superseded data were derived.
 PN1270
 PN1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7545183303(NAD 83)
 PN1270_MARKER: DE = TRAVERSE STATION DISK
 PN1270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1270_SP_SET: 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0605 ***********************************************************************
 QM0605  DESIGNATION -  CRIVITZ
 QM0605  PID         -  QM0605
 QM0605  STATE/COUNTY-  WI/MARINETTE
 QM0605  USGS QUAD   -  MOUNT TOM (1972)
 QM0605
 QM0605                         *CURRENT SURVEY CONTROL
 QM0605  ___________________________________________________________________
 QM0605* NAD 83(1991)-  45 18 18.95676(N)    088 03 03.27046(W)     ADJUSTED  
 QM0605* NAVD 88     -       305.     (meters)    1001.     (feet)  SCALED    
 QM0605  ___________________________________________________________________
 QM0605  LAPLACE CORR-          -4.80  (seconds)                    DEFLEC99
 QM0605  GEOID HEIGHT-         -35.93  (meters)                     GEOID03
 QM0605
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0605
 QM0605.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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 1934                   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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0605.See file dsdata.txt to determine how the superseded data were derived.
 QM0605
 QM0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1761317400(NAD 83)
 QM0605_MARKER: DS = TRIANGULATION STATION DISK
 QM0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0605_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QM0605
 QM0605  HISTORY     - Date     Condition        Report By
 QM0605  HISTORY     - 1934     MONUMENTED       CGS
 QM0605  HISTORY     - 1954     GOOD             CGS
 QM0605  HISTORY     - 20010331 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1271 ***********************************************************************
 PN1271  DESIGNATION -  CRONKRITE
 PN1271  PID         -  PN1271
 PN1271  STATE/COUNTY-  WI/WOOD
 PN1271  USGS QUAD   -  WISCONSIN RAPIDS SOUTH (1984)
 PN1271
 PN1271                         *CURRENT SURVEY CONTROL
 PN1271  ___________________________________________________________________
 PN1271* NAD 83(1991)-  44 16 35.79900(N)    089 48 38.32934(W)     ADJUSTED  
 PN1271* NAVD 88     -       307.5    (meters)    1009.     (feet)  VERTCON   
 PN1271  ___________________________________________________________________
 PN1271  LAPLACE CORR-          -5.60  (seconds)                    DEFLEC99
 PN1271  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 PN1271
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1271
 PN1271.The geoid height was determined by GEOID03.
 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     -   0.99995732  x   0.99999508  =   0.99995241
 PN1271!SPC WI S     -   0.99995732  x   1.00004942  =   1.00000674
 PN1271!UTM  16      -   0.99995732  x   1.00021875  =   1.00017607
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1271.See file dsdata.txt to determine how the superseded data were derived.
 PN1271
 PN1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7570606438(NAD 83)
 PN1271_MARKER: DE = TRAVERSE STATION DISK
 PN1271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1271_SP_SET: 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 = OCTOBER  7, 2006
 PN0632 ***********************************************************************
 PN0632  DESIGNATION -  CROSS
 PN0632  PID         -  PN0632
 PN0632  STATE/COUNTY-  WI/BROWN
 PN0632  USGS QUAD   -  DE PERE (1992)
 PN0632
 PN0632                         *CURRENT SURVEY CONTROL
 PN0632  ___________________________________________________________________
 PN0632* NAD 83(1986)-  44 22 41.     (N)    088 07 24.     (W)     SCALED    
 PN0632* NAVD 88     -       183.975  (meters)     603.59   (feet)  ADJUSTED  
 PN0632  ___________________________________________________________________
 PN0632  GEOID HEIGHT-         -36.18  (meters)                     GEOID03
 PN0632  DYNAMIC HT  -         183.949 (meters)     603.51  (feet)  COMP
 PN0632  MODELED GRAV-     980,473.5   (mgal)                       NAVD 88
 PN0632
 PN0632  VERT ORDER  -  FIRST     CLASS 0
 PN0632
 PN0632.The horizontal coordinates were scaled from a topographic map and have
 PN0632.an estimated accuracy of +/- 6 seconds.
 PN0632
 PN0632.The orthometric height was determined by differential leveling
 PN0632.and adjusted by the National Geodetic Survey in June 1991..
 PN0632
 PN0632.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 PN0632;SPC WI C     -    62,260.      749,550.      MT  (+/- 180 meters Scaled)
 PN0632
 PN0632                          SUPERSEDED SURVEY CONTROL
 PN0632
 PN0632.No superseded survey control is available for this station.
 PN0632
 PN0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ105144(NAD 83)
 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 - May 25, 1994
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0263 ***********************************************************************
 NG0263  DESIGNATION -  CROSS
 NG0263  PID         -  NG0263
 NG0263  STATE/COUNTY-  WI/KENOSHA
 NG0263  USGS QUAD   -  KENOSHA (1994)
 NG0263
 NG0263                         *CURRENT SURVEY CONTROL
 NG0263  ___________________________________________________________________
 NG0263* NAD 83(1986)-  42 35 20.     (N)    087 48 56.     (W)     SCALED    
 NG0263* NAVD 88     -       177.816  (meters)     583.38   (feet)  ADJUSTED  
 NG0263  ___________________________________________________________________
 NG0263  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 NG0263  DYNAMIC HT  -         177.763 (meters)     583.21  (feet)  COMP
 NG0263  MODELED GRAV-     980,321.3   (mgal)                       NAVD 88
 NG0263
 NG0263  VERT ORDER  -  FIRST     CLASS 0
 NG0263
 NG0263.The horizontal coordinates were scaled from a topographic map and have
 NG0263.an estimated accuracy of +/- 6 seconds.
 NG0263
 NG0263.The orthometric height was determined by differential leveling
 NG0263.and adjusted by the National Geodetic Survey in June 1991..
 NG0263
 NG0263.The geoid height was determined by GEOID03.
 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     -    67,770.      779,290.      MT  (+/- 180 meters Scaled)
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0263.See file dsdata.txt to determine how the superseded data were derived.
 NG0263
 NG0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN330154(NAD 83)
 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 = OCTOBER  7, 2006
 PN0868 ***********************************************************************
 PN0868  DESIGNATION -  CROSS 1926
 PN0868  PID         -  PN0868
 PN0868  STATE/COUNTY-  WI/BROWN
 PN0868  USGS QUAD   -  GREEN BAY WEST (1992)
 PN0868
 PN0868                         *CURRENT SURVEY CONTROL
 PN0868  ___________________________________________________________________
 PN0868* NAD 83(1991)-  44 31 55.05077(N)    088 01 11.88781(W)     ADJUSTED  
 PN0868* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 PN0868  ___________________________________________________________________
 PN0868  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 PN0868  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 PN0868
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0868
 PN0868.The geoid height was determined by GEOID03.
 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     -   0.99997777  x   0.99995865  =   0.99993642
 PN0868!UTM  16      -   0.99997777  x   0.99968077  =   0.99965855
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0868.See file dsdata.txt to determine how the superseded data were derived.
 PN0868
 PN0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1895931465(NAD 83)
 PN0868_MARKER: Z = SEE DESCRIPTION
 PN0868_SETTING: 0 = UNSPECIFIED SETTING
 PN0868_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PN0868
 PN0868  HISTORY     - Date     Condition        Report By
 PN0868  HISTORY     - 1926     MONUMENTED       CGS
 PN0868  HISTORY     - 1972     SEE DESCRIPTION  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 = OCTOBER  7, 2006
 PN0494 ***********************************************************************
 PN0494  DESIGNATION -  CROSS A GWRR
 PN0494  PID         -  PN0494
 PN0494  STATE/COUNTY-  WI/WOOD
 PN0494  USGS QUAD   -  WISCONSIN RAPIDS NORTH (1984)
 PN0494
 PN0494                         *CURRENT SURVEY CONTROL
 PN0494  ___________________________________________________________________
 PN0494* NAD 83(1986)-  44 24 01.     (N)    089 48 53.     (W)     SCALED    
 PN0494* NAVD 88     -       310.632  (meters)    1019.13   (feet)  ADJUSTED  
 PN0494  ___________________________________________________________________
 PN0494  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 PN0494  DYNAMIC HT  -         310.576 (meters)    1018.95  (feet)  COMP
 PN0494  MODELED GRAV-     980,431.3   (mgal)                       NAVD 88
 PN0494
 PN0494  VERT ORDER  -  FIRST     CLASS II
 PN0494
 PN0494.The horizontal coordinates were scaled from a topographic map and have
 PN0494.an estimated accuracy of +/- 6 seconds.
 PN0494
 PN0494.The orthometric height was determined by differential leveling
 PN0494.and adjusted by the National Geodetic Survey in June 1991..
 PN0494
 PN0494.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0494.See file dsdata.txt to determine how the superseded data were derived.
 PN0494
 PN0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ758201(NAD 83)
 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             NGS
 PN0494  HISTORY     - 1934     GOOD             NGS
 PN0494  HISTORY     - 1985     MARK NOT FOUND   NGS
 PN0494
 PN0494                          STATION DESCRIPTION
 PN0494
 PN0494'DESCRIBED BY NATIONAL 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 NATIONAL 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 = OCTOBER  7, 2006
 PN0506 ***********************************************************************
 PN0506  DESIGNATION -  CROSS B GWRR
 PN0506  PID         -  PN0506
 PN0506  STATE/COUNTY-  WI/PORTAGE
 PN0506  USGS QUAD   -  WHITING (1976)
 PN0506
 PN0506                         *CURRENT SURVEY CONTROL
 PN0506  ___________________________________________________________________
 PN0506* NAD 83(1986)-  44 27 25.     (N)    089 32 46.     (W)     SCALED    
 PN0506* NAVD 88     -       328.329  (meters)    1077.19   (feet)  ADJUSTED  
 PN0506  ___________________________________________________________________
 PN0506  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 PN0506  DYNAMIC HT  -         328.269 (meters)    1077.00  (feet)  COMP
 PN0506  MODELED GRAV-     980,424.3   (mgal)                       NAVD 88
 PN0506
 PN0506  VERT ORDER  -  FIRST     CLASS II
 PN0506
 PN0506.The horizontal coordinates were scaled from a topographic map and have
 PN0506.an estimated accuracy of +/- 6 seconds.
 PN0506
 PN0506.The orthometric height was determined by differential leveling
 PN0506.and adjusted by the National Geodetic Survey in June 1991..
 PN0506
 PN0506.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0506.See file dsdata.txt to determine how the superseded data were derived.
 PN0506
 PN0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ974257(NAD 83)
 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             NGS
 PN0506  HISTORY     - 1985     MARK NOT FOUND   NGS
 PN0506
 PN0506                          STATION DESCRIPTION
 PN0506
 PN0506'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 OM1143 ***********************************************************************
 OM1143  DESIGNATION -  CROSS PLAINS
 OM1143  PID         -  OM1143
 OM1143  STATE/COUNTY-  WI/DANE
 OM1143  USGS QUAD   -  SPRINGFIELD CORNERS (1969)
 OM1143
 OM1143                         *CURRENT SURVEY CONTROL
 OM1143  ___________________________________________________________________
 OM1143* NAD 83(1991)-  43 08 12.70300(N)    089 34 51.35782(W)     ADJUSTED  
 OM1143* NAVD 88     -       346.     (meters)    1135.     (feet)  SCALED    
 OM1143  ___________________________________________________________________
 OM1143  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 OM1143  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 OM1143
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1143
 OM1143.The geoid height was determined by GEOID03.
 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     -  ASHTON ST PETERS CATH CH SPIRE           083 28 36.4
 OM1143:UTM  16      -  ASHTON ST PETERS CATH CH SPIRE           085 31 48.2
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1143.See file dsdata.txt to determine how the superseded data were derived.
 OM1143
 OM1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9009579247(NAD 83)
 OM1143_MARKER: DS = TRIANGULATION STATION DISK
 OM1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 DG4849 ***********************************************************************
 DG4849  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4849  DESIGNATION -  CROSS PLAINS E GPS
 DG4849  PID         -  DG4849
 DG4849  STATE/COUNTY-  WI/DANE
 DG4849  USGS QUAD   -  MIDDLETON (1983)
 DG4849
 DG4849                         *CURRENT SURVEY CONTROL
 DG4849  ___________________________________________________________________
 DG4849* NAD 83(1997)-  43 03 36.28279(N)    089 34 15.36220(W)     ADJUSTED  
 DG4849* NAVD 88     -       328.39   (meters)    1077.4    (feet)  GPS OBS   
 DG4849  ___________________________________________________________________
 DG4849  X           -      34,953.638 (meters)                     COMP
 DG4849  Y           -  -4,667,482.977 (meters)                     COMP
 DG4849  Z           -   4,332,581.561 (meters)                     COMP
 DG4849  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 DG4849  ELLIP HEIGHT-         294.24  (meters)          (04/02/04) GPS OBS
 DG4849  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 DG4849
 DG4849  HORZ ORDER  -  FIRST
 DG4849  ELLP ORDER  -  FOURTH    CLASS I
 DG4849
 DG4849.The horizontal coordinates were established by GPS observations
 DG4849.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4849
 DG4849.The orthometric height was determined by GPS observations and a
 DG4849.high-resolution geoid model using precise GPS observation and
 DG4849.processing techniques.
 DG4849
 DG4849.Photographs are available for this station.
 DG4849
 DG4849.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4849
 DG4849.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4849
 DG4849.The ellipsoidal height was determined by GPS observations
 DG4849.and is referenced to NAD 83.
 DG4849
 DG4849.The geoid height was determined by GEOID03.
 DG4849
 DG4849;                    North         East     Units Scale Factor Converg.
 DG4849;SPC WI S     -   117,854.455   634,950.459   MT  0.99995018   +0 17 41.3
 DG4849;SPC WI S     -   386,660.82  2,083,166.63   sFT  0.99995018   +0 17 41.3
 DG4849;UTM  16      - 4,770,694.499   290,646.826   MT  1.00013921   -1 45 21.5
 DG4849
 DG4849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4849!SPC WI S     -   0.99995386  x   0.99995018  =   0.99990404
 DG4849!UTM  16      -   0.99995386  x   1.00013921  =   1.00009306
 DG4849
 DG4849                          SUPERSEDED SURVEY CONTROL
 DG4849
 DG4849.No superseded survey control is available for this station.
 DG4849
 DG4849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9064770694(NAD 83)
 DG4849_MARKER: DD = SURVEY DISK
 DG4849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4849_STAMPING: CROSS PLAINS E GPS 2002
 DG4849_MARK LOGO: WIDT  
 DG4849_PROJECTION: FLUSH
 DG4849_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4849+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4849
 DG4849  HISTORY     - Date     Condition        Report By
 DG4849  HISTORY     - 2001     MONUMENTED       WIDT
 DG4849
 DG4849                          STATION DESCRIPTION
 DG4849
 DG4849'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4849'THE STATION IS LOCATED ABOUT 16 KM WEST OF MADISON, 9 KM SOUTHEAST OF
 DG4849'CROSS PLAINS AND 6 KM SOUTHWEST OF MIDDLETON.  OWNERSHIP--DANE COUNTY.
 DG4849'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 AND US HIGHWAY
 DG4849'14 WITH US HIGHWAY 18 SOUTH IN THE CITY OF MADISON, GO WEST ON US
 DG4849'HIGHWAY 12 AND US HIGHWAY 14 FOR 6.4 KM TO COUNTY HIGHWAY S (MINERAL
 DG4849'POINT ROAD) (EXIT 254) , EXIT RIGHT AND GO WEST ON COUNTY HIGHWAY S
 DG4849'(MINERAL POINT ROAD) FOR 2.4 KM TO SOUTH POINT ROAD ON THE LEFT,
 DG4849'CONTINUE WEST ON COUNTY HIGHWAY S (MINERAL POINT ROAD) FOR 1.5 KM TO
 DG4849'THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DG4849'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP
 DG4849'OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DG4849'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 14.4 M SOUTH OF THE
 DG4849'CENTERLINE OF COUNTY HIGHWAY S (MINERAL POINT ROAD) , 61 M EAST OF THE
 DG4849'CENTERLINE OF PIONEER ROAD, 20.5 M SOUTHWEST OF A WOOD POST FOR A
 DG4849'--ADOPT A HIGHWAY MADISON WEST LIONS/LEO CLUB-- SIGN, AND 4 M NORTH OF
 DG4849'A CULTIVATED FIELD.  ---NOTE---THE STATION IS WEST, EAST AND SOUTH OF
 DG4849'THREE ORANGE 4X4 PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS
 DG4849'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE
 DG4849'HORIZON.
 DG4849' 
 DG4849'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9708 ***********************************************************************
 DF9708  DESIGNATION -  CROSS PLAINS GPS
 DF9708  PID         -  DF9708
 DF9708  STATE/COUNTY-  WI/DANE
 DF9708  USGS QUAD   -  CROSS PLAINS (1982)
 DF9708
 DF9708                         *CURRENT SURVEY CONTROL
 DF9708  ___________________________________________________________________
 DF9708* NAD 83(1997)-  43 03 48.57039(N)    089 39 20.23315(W)     ADJUSTED  
 DF9708* NAVD 88     -       302.231  (meters)     991.57   (feet)  ADJUSTED  
 DF9708  ___________________________________________________________________
 DF9708  X           -      28,053.130 (meters)                     COMP
 DF9708  Y           -  -4,667,251.526 (meters)                     COMP
 DF9708  Z           -   4,332,840.761 (meters)                     COMP
 DF9708  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 DF9708  ELLIP HEIGHT-         268.09  (meters)          (04/02/04) GPS OBS
 DF9708  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 DF9708  DYNAMIC HT  -         302.146 (meters)     991.29  (feet)  COMP
 DF9708  MODELED GRAV-     980,333.4   (mgal)                       NAVD 88
 DF9708
 DF9708  HORZ ORDER  -  FIRST
 DF9708  VERT ORDER  -  SECOND    CLASS I
 DF9708  ELLP ORDER  -  FOURTH    CLASS I
 DF9708
 DF9708.The horizontal coordinates were established by GPS observations
 DF9708.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DF9708
 DF9708.The orthometric height was determined by differential leveling
 DF9708.and adjusted by the National Geodetic Survey in February 2004..
 DF9708
 DF9708.Photographs are available 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 DEFLEC99 derived deflections.
 DF9708
 DF9708.The ellipsoidal height was determined by GPS observations
 DF9708.and is referenced to NAD 83.
 DF9708
 DF9708.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF9708;SPC WI S     -   118,201.629   628,050.634   MT  0.99994983   +0 14 11.8
 DF9708;SPC WI S     -   387,799.84  2,060,529.46   sFT  0.99994983   +0 14 11.8
 DF9708;UTM  16      - 4,771,288.475   283,762.418   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  =   0.99990779
 DF9708!UTM  16      -   0.99995796  x   1.00017525  =   1.00013320
 DF9708
 DF9708                          SUPERSEDED SURVEY CONTROL
 DF9708
 DF9708  NAVD 88 (04/02/04)  302.23   (m)          991.6    (f) LEVELING    3  
 DF9708
 DF9708.Superseded values are not recommended for survey control.
 DF9708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9708.See file dsdata.txt to determine how the superseded data were derived.
 DF9708
 DF9708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8376271288(NAD 83)
 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: FLUSH
 DF9708_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9708+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DF9708
 DF9708  HISTORY     - Date     Condition        Report By
 DF9708  HISTORY     - 2001     MONUMENTED       WIDT
 DF9708  HISTORY     - 2004     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5044 ***********************************************************************
 DH5044  DESIGNATION -  CROSS PLAINS N GPS
 DH5044  PID         -  DH5044
 DH5044  STATE/COUNTY-  WI/DANE
 DH5044  USGS QUAD   -  CROSS PLAINS (1982)
 DH5044
 DH5044                         *CURRENT SURVEY CONTROL
 DH5044  ___________________________________________________________________
 DH5044* NAD 83(1997)-  43 06 50.47994(N)    089 41 23.32888(W)     ADJUSTED  
 DH5044* NAVD 88     -                                                        
 DH5044  ___________________________________________________________________
 DH5044  X           -      25,246.846 (meters)                     COMP
 DH5044  Y           -  -4,663,400.713 (meters)                     COMP
 DH5044  Z           -   4,336,910.825 (meters)                     COMP
 DH5044  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 DH5044  ELLIP HEIGHT-         224.58  (meters)          (08/01/05) GPS OBS
 DH5044  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 DH5044
 DH5044  HORZ ORDER  -  FIRST
 DH5044  ELLP ORDER  -  SECOND    CLASS I
 DH5044
 DH5044.The horizontal coordinates were established by GPS observations
 DH5044.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5044
 DH5044
 DH5044.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5044
 DH5044.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5044
 DH5044.The ellipsoidal height was determined by GPS observations
 DH5044.and is referenced to NAD 83.
 DH5044
 DH5044.The geoid height was determined by GEOID03.
 DH5044
 DH5044;                    North         East     Units Scale Factor Converg.
 DH5044;SPC WI S     -   123,804.015   625,244.636   MT  0.99994505   +0 12 47.3
 DH5044;SPC WI S     -   406,180.34  2,051,323.44   sFT  0.99994505   +0 12 47.3
 DH5044;UTM  16      - 4,776,989.053   281,158.150   MT  1.00018919   -1 50 20.7
 DH5044
 DH5044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5044!SPC WI S     -   0.99996478  x   0.99994505  =   0.99990983
 DH5044!UTM  16      -   0.99996478  x   1.00018919  =   1.00015397
 DH5044
 DH5044                          SUPERSEDED SURVEY CONTROL
 DH5044
 DH5044.No superseded survey control is available for this station.
 DH5044
 DH5044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8115876989(NAD 83)
 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 - December 27, 2005
 DH5044
 DH5044  HISTORY     - Date     Condition        Report By
 DH5044  HISTORY     - 2003     MONUMENTED       WIDT
 DH5044  HISTORY     - 20051227 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1305 ***********************************************************************
 PN1305  DESIGNATION -  CROSSOVER
 PN1305  PID         -  PN1305
 PN1305  STATE/COUNTY-  WI/PORTAGE
 PN1305  USGS QUAD   -  WHITING (1976)
 PN1305
 PN1305                         *CURRENT SURVEY CONTROL
 PN1305  ___________________________________________________________________
 PN1305* NAD 83(1991)-  44 26 23.90059(N)    089 31 06.25671(W)     ADJUSTED  
 PN1305* NAVD 88     -       333.3    (meters)    1094.     (feet)  VERTCON   
 PN1305  ___________________________________________________________________
 PN1305  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 PN1305  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 PN1305
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1305
 PN1305.The geoid height was determined by GEOID03.
 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     -   0.99995335  x   0.99996951  =   0.99992286
 PN1305!UTM  16      -   0.99995335  x   1.00009398  =   1.00004733
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1305.See file dsdata.txt to determine how the superseded data were derived.
 PN1305
 PN1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ9958623826(NAD 83)
 PN1305_MARKER: DE = TRAVERSE STATION DISK
 PN1305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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       WIDT
 PN1305  HISTORY     - 19950904 GOOD             USPSQD
 PN1305
 PN1305                          STATION DESCRIPTION
 PN1305
 PN1305'DESCRIBED BY WI DEPT OF TRANSP 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 = OCTOBER  7, 2006
 RN1586 ***********************************************************************
 RN1586  DESIGNATION -  CROTTE
 RN1586  PID         -  RN1586
 RN1586  STATE/COUNTY-  WI/DOUGLAS
 RN1586  USGS QUAD   -  EMPIRE SWAMP (1983)
 RN1586
 RN1586                         *CURRENT SURVEY CONTROL
 RN1586  ___________________________________________________________________
 RN1586* NAD 83(1991)-  46 16 53.00512(N)    092 02 31.23568(W)     ADJUSTED  
 RN1586* NAVD 88     -       379.     (meters)    1243.     (feet)  SCALED    
 RN1586  ___________________________________________________________________
 RN1586  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 RN1586  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 RN1586
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 RN1586
 RN1586.The geoid height was determined by GEOID03.
 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     -   0.99994475  x   0.99994731  =   0.99989206
 RN1586!UTM  15      -   0.99994475  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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1586.See file dsdata.txt to determine how the superseded data were derived.
 RN1586
 RN1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM7380225759(NAD 83)
 RN1586_MARKER: DS = TRIANGULATION STATION DISK
 RN1586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 QM0682 ***********************************************************************
 QM0682  DESIGNATION -  CRYSTAL
 QM0682  PID         -  QM0682
 QM0682  STATE/COUNTY-  WI/ONEIDA
 QM0682  USGS QUAD   -  RHINELANDER (1982)
 QM0682
 QM0682                         *CURRENT SURVEY CONTROL
 QM0682  ___________________________________________________________________
 QM0682* NAD 83(1991)-  45 42 40.01923(N)    089 25 19.01225(W)     ADJUSTED  
 QM0682* NAVD 88     -       495.     (meters)    1624.     (feet)  SCALED    
 QM0682  ___________________________________________________________________
 QM0682  LAPLACE CORR-          -7.69  (seconds)                    DEFLEC99
 QM0682  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 QM0682
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0682
 QM0682.The geoid height was determined by GEOID03.
 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     -   0.99992739  x   0.99997692  =   0.99990432
 QM0682!UTM  16      -   0.99992739  x   1.00003690  =   0.99996429
 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|---------------------------------------------------------------------|
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0682.See file dsdata.txt to determine how the superseded data were derived.
 QM0682
 QM0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR1149164804(NAD 83)
 QM0682_MARKER: DS = TRIANGULATION STATION DISK
 QM0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 DH5446 ***********************************************************************
 DH5446  DESIGNATION -  CRYSTAL LAKE GPS
 DH5446  PID         -  DH5446
 DH5446  STATE/COUNTY-  WI/DANE
 DH5446  USGS QUAD   -  SAUK CITY (1975)
 DH5446
 DH5446                         *CURRENT SURVEY CONTROL
 DH5446  ___________________________________________________________________
 DH5446* NAD 83(1997)-  43 16 37.80993(N)    089 38 07.48513(W)     ADJUSTED  
 DH5446* NAVD 88     -                                                        
 DH5446  ___________________________________________________________________
 DH5446  X           -      29,595.854 (meters)                     COMP
 DH5446  Y           -  -4,650,995.462 (meters)                     COMP
 DH5446  Z           -   4,350,150.729 (meters)                     COMP
 DH5446  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 DH5446  ELLIP HEIGHT-         262.31  (meters)          (08/01/05) GPS OBS
 DH5446  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 DH5446
 DH5446  HORZ ORDER  -  FIRST
 DH5446  ELLP ORDER  -  SECOND    CLASS I
 DH5446
 DH5446.The horizontal coordinates were established by GPS observations
 DH5446.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5446
 DH5446
 DH5446.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5446
 DH5446.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5446
 DH5446.The ellipsoidal height was determined by GPS observations
 DH5446.and is referenced to NAD 83.
 DH5446
 DH5446.The geoid height was determined by GEOID03.
 DH5446
 DH5446;                    North         East     Units Scale Factor Converg.
 DH5446;SPC WI S     -   141,945.748   629,592.817   MT  0.99993488   +0 15 01.8
 DH5446;SPC WI S     -   465,700.34  2,065,589.10   sFT  0.99993488   +0 15 01.8
 DH5446;UTM  16      - 4,794,967.445   286,155.273   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  =   0.99989375
 DH5446!UTM  16      -   0.99995887  x   1.00016256  =   1.00012142
 DH5446
 DH5446                          SUPERSEDED SURVEY CONTROL
 DH5446
 DH5446.No superseded survey control is available for this station.
 DH5446
 DH5446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8615594967(NAD 83)
 DH5446_MARKER: DD = SURVEY DISK
 DH5446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5446_STAMPING: CRYSTAL LAKE GPS
 DH5446_MARK LOGO: WIDT  
 DH5446_PROJECTION: FLUSH
 DH5446_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5446+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH5446
 DH5446  HISTORY     - Date     Condition        Report By
 DH5446  HISTORY     - UNK      MONUMENTED       WIDT
 DH5446  HISTORY     - 20030422 GOOD             WIDT
 DH5446  HISTORY     - 20051228 GOOD             WIDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5518 ***********************************************************************
 DH5518  DESIGNATION -  CRYSTAL LAKE N GPS
 DH5518  PID         -  DH5518
 DH5518  STATE/COUNTY-  WI/MARQUETTE
 DH5518  USGS QUAD   -  GERMANIA (1984)
 DH5518
 DH5518                         *CURRENT SURVEY CONTROL
 DH5518  ___________________________________________________________________
 DH5518* NAD 83(1997)-  43 57 09.56639(N)    089 19 02.15951(W)     ADJUSTED  
 DH5518* NAVD 88     -                                                        
 DH5518  ___________________________________________________________________
 DH5518  X           -      54,803.533 (meters)                     COMP
 DH5518  Y           -  -4,598,957.989 (meters)                     COMP
 DH5518  Z           -   4,404,456.141 (meters)                     COMP
 DH5518  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 DH5518  ELLIP HEIGHT-         216.12  (meters)          (08/01/05) GPS OBS
 DH5518  GEOID HEIGHT-         -36.05  (meters)                     GEOID03
 DH5518
 DH5518  HORZ ORDER  -  FIRST
 DH5518  ELLP ORDER  -  SECOND    CLASS I
 DH5518
 DH5518.The horizontal coordinates were established by GPS observations
 DH5518.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5518
 DH5518
 DH5518.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5518
 DH5518.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5518
 DH5518.The ellipsoidal height was determined by GPS observations
 DH5518.and is referenced to NAD 83.
 DH5518
 DH5518.The geoid height was determined by GEOID03.
 DH5518
 DH5518;                    North         East     Units Scale Factor Converg.
 DH5518;SPC WI S     -   217,151.190   654,801.204   MT  0.99997884   +0 28 08.8
 DH5518;SPC WI S     -   712,436.86  2,148,293.62   sFT  0.99997884   +0 28 08.8
 DH5518;UTM  16      - 4,869,224.997   314,065.620   MT  1.00002522   -1 36 31.6
 DH5518
 DH5518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5518!SPC WI S     -   0.99996611  x   0.99997884  =   0.99994495
 DH5518!UTM  16      -   0.99996611  x   1.00002522  =   0.99999133
 DH5518
 DH5518                          SUPERSEDED SURVEY CONTROL
 DH5518
 DH5518.No superseded survey control is available for this station.
 DH5518
 DH5518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP1406669225(NAD 83)
 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 - 2003
 DH5518
 DH5518  HISTORY     - Date     Condition        Report By
 DH5518  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5519 ***********************************************************************
 DH5519  DESIGNATION -  CRYSTAL LAKE S GPS
 DH5519  PID         -  DH5519
 DH5519  STATE/COUNTY-  WI/MARQUETTE
 DH5519  USGS QUAD   -  GERMANIA (1984)
 DH5519
 DH5519                         *CURRENT SURVEY CONTROL
 DH5519  ___________________________________________________________________
 DH5519* NAD 83(1997)-  43 53 52.86492(N)    089 18 15.02254(W)     ADJUSTED  
 DH5519* NAVD 88     -                                                        
 DH5519  ___________________________________________________________________
 DH5519  X           -      55,905.794 (meters)                     COMP
 DH5519  Y           -  -4,603,167.471 (meters)                     COMP
 DH5519  Z           -   4,400,093.681 (meters)                     COMP
 DH5519  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 DH5519  ELLIP HEIGHT-         230.98  (meters)          (08/01/05) GPS OBS
 DH5519  GEOID HEIGHT-         -36.04  (meters)                     GEOID03
 DH5519
 DH5519  HORZ ORDER  -  FIRST
 DH5519  ELLP ORDER  -  SECOND    CLASS I
 DH5519
 DH5519.The horizontal coordinates were established by GPS observations
 DH5519.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5519
 DH5519
 DH5519.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5519
 DH5519.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5519
 DH5519.The ellipsoidal height was determined by GPS observations
 DH5519.and is referenced to NAD 83.
 DH5519
 DH5519.The geoid height was determined by GEOID03.
 DH5519
 DH5519;                    North         East     Units Scale Factor Converg.
 DH5519;SPC WI S     -   211,089.229   655,902.826   MT  0.99997010   +0 28 41.2
 DH5519;SPC WI S     -   692,548.58  2,151,907.85   sFT  0.99997010   +0 28 41.2
 DH5519;UTM  16      - 4,863,126.794   314,946.854   MT  1.00002121   -1 35 53.2
 DH5519
 DH5519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5519!SPC WI S     -   0.99996378  x   0.99997010  =   0.99993388
 DH5519!UTM  16      -   0.99996378  x   1.00002121  =   0.99998499
 DH5519
 DH5519                          SUPERSEDED SURVEY CONTROL
 DH5519
 DH5519.No superseded survey control is available for this station.
 DH5519
 DH5519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP1494763127(NAD 83)
 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 - 2003
 DH5519
 DH5519  HISTORY     - Date     Condition        Report By
 DH5519  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0863 ***********************************************************************
 NJ0863  DESIGNATION -  CUBA
 NJ0863  PID         -  NJ0863
 NJ0863  STATE/COUNTY-  WI/LAFAYETTE
 NJ0863  USGS QUAD   -  CUBA CITY (1988)
 NJ0863
 NJ0863                         *CURRENT SURVEY CONTROL
 NJ0863  ___________________________________________________________________
 NJ0863* NAD 83(1991)-  42 36 48.66868(N)    090 24 23.66205(W)     ADJUSTED  
 NJ0863* NAVD 88     -       313.     (meters)    1027.     (feet)  SCALED    
 NJ0863  ___________________________________________________________________
 NJ0863  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 NJ0863  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 NJ0863
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0863
 NJ0863.The geoid height was determined by GEOID03.
 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;SPC IL W     -   660,255.709   680,316.817   MT  0.99994594   -0 09 44.7
 NJ0863;SPC IL W     - 2,166,188.94  2,232,006.09   sFT  0.99994594   -0 09 44.7
 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     -   0.99995607  x   1.00002631  =   0.99998238
 NJ0863!SPC IL W     -   0.99995607  x   0.99994594  =   0.99990201
 NJ0863!UTM  15      -   0.99995607  x   1.00015671  =   1.00011277
 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 0504821.3 |
 NJ0863| NJ0862 BENTON MUNICIPAL TANK               APPROX. 5.2 KM 1565309.8 |
 NJ0863| NJ0858 HAZEL GREEN ST FRANCIS CH           APPROX. 9.0 KM 1952524.8 |
 NJ0863| CI8469 CUBA RM 1                            22.549 METERS 22720     |
 NJ0863| NJ0936 SINSINAWA ST CLAIRS CONVENT         APPROX.15.1 KM 2282051.7 |
 NJ0863| NJ0931 SINSINAWA ST JOSEPHS CH SPIRE       APPROX.13.9 KM 2282641.5 |
 NJ0863| NJ0859 CUBA CITY MUNICIPAL TANK            APPROX. 2.0 KM 2464336.9 |
 NJ0863| NJ0860 CUBA CITY CHURCH SPIRE              APPROX. 2.2 KM 2532821.2 |
 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 3160833.0 |
 NJ0863| NJ0922 LANCASTER CO COURTHOUSE DOME        APPROX.36.0 KM 3162206.4 |
 NJ0863| NJ0871 PLATTEVILLE PIONEER S T C STK       APPROX.14.9 KM 3341007.1 |
 NJ0863| NJ0872 PLATTEVILLE WATER WORKS TANK        APPROX.15.0 KM 3355613.0 |
 NJ0863| NJ0869 PLATTEVILLE FIRST CONG CH           APPROX.14.8 KM 3363235.0 |
 NJ0863| NJ0870 PLATTEVILLE ST MARYS CH SPIRE       APPROX.14.9 KM 3364602.2 |
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0863.See file dsdata.txt to determine how the superseded data were derived.
 NJ0863
 NJ0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1271221159(NAD 83)
 NJ0863_MARKER: DS = TRIANGULATION STATION DISK
 NJ0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  7, 2006
 QM0182 ***********************************************************************
 QM0182  DESIGNATION -  CUBA 1921
 QM0182  PID         -  QM0182
 QM0182  STATE/COUNTY-  WI/ONEIDA
 QM0182  USGS QUAD   -  LAKE JULIA (1982)
 QM0182
 QM0182                         *CURRENT SURVEY CONTROL
 QM0182  ___________________________________________________________________
 QM0182* NAD 83(1991)-  45 37 15.91227(N)    089 29 36.29164(W)     ADJUSTED  
 QM0182* NAVD 88     -       492.058  (meters)    1614.36   (feet)  ADJUSTED  
 QM0182  ___________________________________________________________________
 QM0182  LAPLACE CORR-          -7.40  (seconds)                    DEFLEC99
 QM0182  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 QM0182  DYNAMIC HT  -         492.037 (meters)    1614.29  (feet)  COMP
 QM0182  MODELED GRAV-     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
 QM0182.and adjusted by the National Geodetic Survey in June 1991..
 QM0182
 QM0182.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0182
 QM0182.The geoid height was determined by GEOID03.
 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;                    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     -   0.99992784  x   0.99999057  =   0.99991841
 QM0182!SPC WI C     -   0.99992784  x   1.00002531  =   0.99995315
 QM0182!UTM  16      -   0.99992784  x   1.00006457  =   0.99999241
 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|---------------------------------------------------------------------|
 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  NGVD 29 (??/??/92)  492.051  (m)         1614.34   (f) ADJ UNCH    1 2
 QM0182
 QM0182.Superseded values are not recommended for survey control.
 QM0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0182.See file dsdata.txt to determine how the superseded data were derived.
 QM0182
 QM0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR0561754973(NAD 83)
 QM0182_MARKER: DS = TRIANGULATION STATION DISK
 QM0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0182
 QM0182  HISTORY     - Date     Condition        Report By
 QM0182  HISTORY     - 1921     MONUMENTED       CGS
 QM0182  HISTORY     - 1922     GOOD             NGS
 QM0182  HISTORY     - 1934     MARK NOT FOUND   NGS
 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 NATIONAL 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 NATIONAL 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 = OCTOBER  7, 2006
 NJ0025 ***********************************************************************
 NJ0025  DESIGNATION -  CUBA CITY
 NJ0025  PID         -  NJ0025
 NJ0025  STATE/COUNTY-  WI/GRANT
 NJ0025  USGS QUAD   -  CUBA CITY (1988)
 NJ0025
 NJ0025                         *CURRENT SURVEY CONTROL
 NJ0025  ___________________________________________________________________
 NJ0025* NAD 83(1986)-  42 36 14.     (N)    090 25 41.     (W)     SCALED    
 NJ0025* NAVD 88     -       308.409  (meters)    1011.84   (feet)  ADJUSTED  
 NJ0025  ___________________________________________________________________
 NJ0025  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 NJ0025  DYNAMIC HT  -         308.312 (meters)    1011.52  (feet)  COMP
 NJ0025  MODELED GRAV-     980,298.6   (mgal)                       NAVD 88
 NJ0025
 NJ0025  VERT ORDER  -  SECOND    CLASS 0
 NJ0025
 NJ0025.The horizontal coordinates were scaled from a topographic map and have
 NJ0025.an estimated accuracy of +/- 6 seconds.
 NJ0025
 NJ0025.The orthometric height was determined by differential leveling
 NJ0025.and adjusted by the National Geodetic Survey in June 1991..
 NJ0025
 NJ0025.The geoid height was determined by GEOID03.
 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     -    67,180.      564,870.      MT  (+/- 180 meters Scaled)
 NJ0025
 NJ0025                          SUPERSEDED SURVEY CONTROL
 NJ0025
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0025.See file dsdata.txt to determine how the superseded data were derived.
 NJ0025
 NJ0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH109200(NAD 83)
 NJ0025_MARKER: DB = BENCH MARK DISK
 NJ0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0025_SP_SET: 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0860 ***********************************************************************
 NJ0860  DESIGNATION -  CUBA CITY CHURCH SPIRE
 NJ0860  PID         -  NJ0860
 NJ0860  STATE/COUNTY-  WI/GRANT
 NJ0860  USGS QUAD   -  CUBA CITY (1988)
 NJ0860
 NJ0860                         *CURRENT SURVEY CONTROL
 NJ0860  ___________________________________________________________________
 NJ0860* NAD 83(1991)-  42 36 28.43907(N)    090 25 55.90546(W)     ADJUSTED  
 NJ0860* NAVD 88     -                                                        
 NJ0860  ___________________________________________________________________
 NJ0860  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 NJ0860  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 NJ0860
 NJ0860  HORZ ORDER  -  THIRD
 NJ0860
 NJ0860.The horizontal coordinates were established by classical geodetic methods
 NJ0860.and adjusted by the National Geodetic Survey in March 1999..
 NJ0860
 NJ0860
 NJ0860.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0860
 NJ0860.The geoid height was determined by GEOID03.
 NJ0860
 NJ0860;                    North         East     Units Scale Factor Converg.
 NJ0860;SPC WI S     -    67,624.942   564,534.242   MT  1.00002765   -0 17 49.1
 NJ0860;SPC WI S     -   221,866.16  1,852,142.76   sFT  1.00002765   -0 17 49.1
 NJ0860;SPC IA N     - 1,127,628.248 1,751,667.583   MT  0.99994591   +2 04 45.1
 NJ0860;UTM  15      - 4,720,470.580   710,629.392   MT  1.00014586   +1 44 20.3
 NJ0860
 NJ0860                          SUPERSEDED SURVEY CONTROL
 NJ0860
 NJ0860  NAD 83(1991)-  42 36 28.43642(N)    090 25 55.90793(W) AD(       ) 4
 NJ0860  NAD 83(1986)-  42 36 28.43466(N)    090 25 55.90948(W) AD(       ) 4
 NJ0860  NAD 27      -  42 36 28.45400(N)    090 25 55.42600(W) AD(       ) 3
 NJ0860
 NJ0860.Superseded values are not recommended for survey control.
 NJ0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0860.See file dsdata.txt to determine how the superseded data were derived.
 NJ0860
 NJ0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1062920471(NAD 83)
 NJ0860_MARKER: 90 = CHURCH SPIRE
 NJ0860
 NJ0860  HISTORY     - Date     Condition        Report By
 NJ0860  HISTORY     - 1931     FIRST OBSERVED   CGS
 NJ0860  HISTORY     - 1935     GOOD             CGS
 NJ0860  HISTORY     - 1958     GOOD             CGS
 NJ0860  HISTORY     - 19980831 MARK NOT FOUND   USPSQD
 NJ0860
 NJ0860                          STATION DESCRIPTION
 NJ0860
 NJ0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NJ0860'THIS STATION WAS NOT DESCRIBED IN 1931.  THIS STATION WAS
 NJ0860'RECOVERED IN GOOD CONDITION AND CHECKED.  A DETAILED DESCRIPTION
 NJ0860'IS AS FOLLOWS--THIS STATION IS THE TOWER ON THE CHURCH OF
 NJ0860'THE LIVING GOD IN THE TOWN OF CUBA CITY, WISCONSIN.  IT
 NJ0860'IS LOCATED IN THE NORTHWESTERN PART OF THE TOWN, ABOUT 75
 NJ0860'FEET WEST OF THE CENTERLINE OF MADISON STREET AND ABOUT
 NJ0860'155 FEET NORTH OF THE CENTERLINE OF BENTON STREET.  THE
 NJ0860'CHURCH WAS ERECTED IN 1895.  THE TOWER IS NOT VERY PROMINENT.
 NJ0860'
 NJ0860'THE TOWER IS ON THE EAST END OF A RED BRICK CHURCH.  IT
 NJ0860'IS A SQUARE RED BRICK STRUCTURE ABOUT 40 FEET HIGH WITH
 NJ0860'A SHINGLED LEDGE.  ON THIS THERE IS A SMALLER RED BRICK
 NJ0860'TOWER ABOUT 15 FEET HIGH WITH A WHITE GOTHIC LOUVERED WINDOW
 NJ0860'ON EACH SIDE AND GABLES ABOVE THE WINDOWS.  THE STUBBY OCTAGONAL
 NJ0860'SPIRE-SHAPED ROOF IS ABOUT 20 FEET HIGH AND HAS A PLATE
 NJ0860'AND 5-FOOT GOLD CROSS AT ITS APEX.  THE TOTAL HEIGHT IS
 NJ0860'ABOUT 75 FEET.
 NJ0860'
 NJ0860'THIS STATION WAS ORIGINALLY CALLED A SPIRE BUT, UNDER U.S.C.
 NJ0860'AND G. SURVEY BULLETIN LANDMARKS FOR CHARTS, THIS OBJECT
 NJ0860'COMES UNDER THE CLASSIFICATION OF TOWER.
 NJ0860
 NJ0860                          STATION RECOVERY (1958)
 NJ0860
 NJ0860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 NJ0860'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 NJ0860
 NJ0860                          STATION RECOVERY (1998)
 NJ0860
 NJ0860'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0860'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH4970 ***********************************************************************
 DH4970  DESIGNATION -  CUBA CITY GPS
 DH4970  PID         -  DH4970
 DH4970  STATE/COUNTY-  WI/GRANT
 DH4970  USGS QUAD   -  CUBA CITY (1988)
 DH4970
 DH4970                         *CURRENT SURVEY CONTROL
 DH4970  ___________________________________________________________________
 DH4970* NAD 83(1997)-  42 36 27.19763(N)    090 29 06.03812(W)     ADJUSTED  
 DH4970* NAVD 88     -                                                        
 DH4970  ___________________________________________________________________
 DH4970  X           -     -39,800.208 (meters)                     COMP
 DH4970  Y           -  -4,701,607.639 (meters)                     COMP
 DH4970  Z           -   4,295,699.463 (meters)                     COMP
 DH4970  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 DH4970  ELLIP HEIGHT-         271.20  (meters)          (08/01/05) GPS OBS
 DH4970  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 DH4970
 DH4970  HORZ ORDER  -  B
 DH4970  ELLP ORDER  -  FOURTH    CLASS I
 DH4970
 DH4970.The horizontal coordinates were established by GPS observations
 DH4970.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH4970
 DH4970
 DH4970.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4970
 DH4970.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4970
 DH4970.The ellipsoidal height was determined by GPS observations
 DH4970.and is referenced to NAD 83.
 DH4970
 DH4970.The geoid height was determined by GEOID03.
 DH4970
 DH4970;                    North         East     Units Scale Factor Converg.
 DH4970;SPC WI S     -    67,610.469   560,200.127   MT  1.00002773   -0 19 59.7
 DH4970;SPC WI S     -   221,818.68  1,837,923.25   sFT  1.00002773   -0 19 59.7
 DH4970;UTM  15      - 4,720,302.105   706,298.064   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  =   1.00008110
 DH4970
 DH4970                          SUPERSEDED SURVEY CONTROL
 DH4970
 DH4970.No superseded survey control is available for this station.
 DH4970
 DH4970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH0629820302(NAD 83)
 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 - December 28, 2005
 DH4970
 DH4970  HISTORY     - Date     Condition        Report By
 DH4970  HISTORY     - 2003     MONUMENTED       WIDT
 DH4970  HISTORY     - 20040816 GOOD             WIDT
 DH4970  HISTORY     - 20051228 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0859 ***********************************************************************
 NJ0859  DESIGNATION -  CUBA CITY MUNICIPAL TANK
 NJ0859  PID         -  NJ0859
 NJ0859  STATE/COUNTY-  WI/GRANT
 NJ0859  USGS QUAD   -  CUBA CITY (1988)
 NJ0859
 NJ0859                         *CURRENT SURVEY CONTROL
 NJ0859  ___________________________________________________________________
 NJ0859* NAD 83(1991)-  42 36 22.60049(N)    090 25 45.68221(W)     ADJUSTED  
 NJ0859* NAVD 88     -                                                        
 NJ0859  ___________________________________________________________________
 NJ0859  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 NJ0859  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 NJ0859
 NJ0859  HORZ ORDER  -  THIRD
 NJ0859
 NJ0859.The horizontal coordinates were established by classical geodetic methods
 NJ0859.and adjusted by the National Geodetic Survey in March 1999..
 NJ0859
 NJ0859
 NJ0859.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0859
 NJ0859.The geoid height was determined by GEOID03.
 NJ0859
 NJ0859;                    North         East     Units Scale Factor Converg.
 NJ0859;SPC WI S     -    67,443.574   564,766.344   MT  1.00002804   -0 17 42.0
 NJ0859;SPC WI S     -   221,271.13  1,852,904.25   sFT  1.00002804   -0 17 42.0
 NJ0859;SPC IL W     -   659,456.921   678,445.049   MT  0.99994689   -0 10 40.2
 NJ0859;SPC IL W     - 2,163,568.25  2,225,865.13   sFT  0.99994689   -0 10 40.2
 NJ0859;UTM  15      - 4,720,297.552   710,867.819   MT  1.00014709   +1 44 27.1
 NJ0859
 NJ0859                          SUPERSEDED SURVEY CONTROL
 NJ0859
 NJ0859  NAD 83(1991)-  42 36 22.59781(N)    090 25 45.68478(W) AD(       ) 4
 NJ0859  NAD 83(1986)-  42 36 22.59611(N)    090 25 45.68615(W) AD(       ) 4
 NJ0859  NAD 27      -  42 36 22.59800(N)    090 25 45.22200(W) AD(       ) 3
 NJ0859
 NJ0859.Superseded values are not recommended for survey control.
 NJ0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0859.See file dsdata.txt to determine how the superseded data were derived.
 NJ0859
 NJ0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1086820298(NAD 83)
 NJ0859_MARKER: 53 = ELEVATED TANK
 NJ0859
 NJ0859  HISTORY     - Date     Condition        Report By
 NJ0859  HISTORY     - 1935     FIRST OBSERVED   CGS
 NJ0859  HISTORY     - 1958     GOOD             CGS
 NJ0859  HISTORY     - 19980831 MARK NOT FOUND   USPSQD
 NJ0859
 NJ0859                          STATION DESCRIPTION
 NJ0859
 NJ0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NJ0859'THIS STATION IS THE TALL SLIM BLACK MUNICIPAL TANK IN THE
 NJ0859'TOWN OF CUBA CITY, WISCONSIN.  IT IS LOCATED IN THE NORTHWESTERN
 NJ0859'CORNER OF THE PARK IN THE EASTERN PART OF THE TOWN, ABOUT
 NJ0859'0.15 MILE EAST OF MAIN STREET, ABOUT 50 FEET SOUTH OF THE
 NJ0859'CENTERLINE OF CLAY STREET, AND ABOUT 70 FEET EAST OF THE
 NJ0859'CENTERLINE OF WASHINGTON STREET.  THE TANK WAS ERECTED IN
 NJ0859'1903.  IT IS QUITE PROMINENT.
 NJ0859'
 NJ0859'THE TANK HAS FOUR TRUSSWORK LEGS ABOUT 120 FEET HIGH.
 NJ0859'THE OVAL SECTION EXTENDS DOWNWARD ABOUT 15 FEET.  THE VERTICAL
 NJ0859'SECTION IS ABOUT 25 FEET HIGH AND HAS A CATWALK AND RAIL
 NJ0859'AROUND ITS BASE.  THE STEEP SILVER CONICAL ROOF HAS A BALL
 NJ0859'AND BOX-SHAPED LIGHT AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT
 NJ0859'150 FEET.
 NJ0859
 NJ0859                          STATION RECOVERY (1958)
 NJ0859
 NJ0859'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 NJ0859'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 NJ0859
 NJ0859                          STATION RECOVERY (1998)
 NJ0859
 NJ0859'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0859'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0991 ***********************************************************************
 NJ0991  DESIGNATION -  CUBA DISTURBED
 NJ0991  PID         -  NJ0991
 NJ0991  STATE/COUNTY-  WI/LAFAYETTE
 NJ0991  USGS QUAD   -  CUBA CITY (1988)
 NJ0991
 NJ0991                         *CURRENT SURVEY CONTROL
 NJ0991  ___________________________________________________________________
 NJ0991* NAD 83(1997)-  42 36 48.37418(N)    090 24 23.57119(W)     ADJUSTED  
 NJ0991* NAVD 88     -       313.7    (meters)    1029.     (feet)  GPS OBS   
 NJ0991  ___________________________________________________________________
 NJ0991  X           -     -33,358.522 (meters)                     COMP
 NJ0991  Y           -  -4,701,222.417 (meters)                     COMP
 NJ0991  Z           -   4,296,186.914 (meters)                     COMP
 NJ0991  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 NJ0991  ELLIP HEIGHT-         280.82  (meters)          (05/03/99) GPS OBS
 NJ0991  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 NJ0991
 NJ0991  HORZ ORDER  -  B
 NJ0991  ELLP ORDER  -  THIRD     CLASS II
 NJ0991
 NJ0991.The horizontal coordinates were established by GPS observations
 NJ0991.and adjusted by the National Geodetic Survey in May 1999..
 NJ0991
 NJ0991.The orthometric height was determined by GPS observations and a
 NJ0991.high-resolution geoid model.
 NJ0991
 NJ0991.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NJ0991
 NJ0991.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0991
 NJ0991.The ellipsoidal height was determined by GPS observations
 NJ0991.and is referenced to NAD 83.
 NJ0991
 NJ0991.The geoid height was determined by GEOID03.
 NJ0991
 NJ0991;                    North         East     Units Scale Factor Converg.
 NJ0991;SPC WI S     -    68,229.503   566,641.918   MT  1.00002633   -0 16 45.6
 NJ0991;SPC WI S     -   223,849.63  1,859,057.69   sFT  1.00002633   -0 16 45.6
 NJ0991;UTM  15      - 4,721,149.722   712,714.519   MT  1.00015672   +1 45 23.6
 NJ0991
 NJ0991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0991!SPC WI S     -   0.99995596  x   1.00002633  =   0.99998229
 NJ0991!UTM  15      -   0.99995596  x   1.00015672  =   1.00011267
 NJ0991
 NJ0991                          SUPERSEDED SURVEY CONTROL
 NJ0991
 NJ0991  NAD 83(1991)-  42 36 48.37305(N)    090 24 23.56899(W) AD(       ) B
 NJ0991  ELLIP H (06/11/91)  280.94   (m)                       GP(       ) 4 1
 NJ0991  NGVD 29 (06/11/91)  313.8    (m)         1030.     (f) GPS OBS        
 NJ0991
 NJ0991.Superseded values are not recommended for survey control.
 NJ0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0991.See file dsdata.txt to determine how the superseded data were derived.
 NJ0991
 NJ0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1271521150(NAD 83)
 NJ0991_MARKER: DS = TRIANGULATION STATION DISK
 NJ0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0991_SP_SET: SQUARE CONCRETE MONUMENT
 NJ0991_STAMPING: CUBA 1935
 NJ0991_MARK LOGO: AEROS 
 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 - August 16, 1990
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0666 ***********************************************************************
 NG0666  DESIGNATION -  CUDAHY
 NG0666  PID         -  NG0666
 NG0666  STATE/COUNTY-  WI/MILWAUKEE
 NG0666  USGS QUAD   -  SOUTH MILWAUKEE (1994)
 NG0666
 NG0666                         *CURRENT SURVEY CONTROL
 NG0666  ___________________________________________________________________
 NG0666* NAD 83(1991)-  42 56 51.29907(N)    087 50 44.95764(W)     ADJUSTED  
 NG0666* NAVD 88     -       207.     (meters)     679.     (feet)  SCALED    
 NG0666  ___________________________________________________________________
 NG0666  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 NG0666  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 NG0666
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0666
 NG0666.The geoid height was determined by GEOID03.
 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|---------------------------------------------------------------------|
 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 1984755.8 |
 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 2641301.8 |
 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 3253202.0 |
 NG0666| OL0401 MILWAUKEE WIS TOWER BLDG TOWER      APPROX.11.8 KM 3292939.1 |
 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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0666.See file dsdata.txt to determine how the superseded data were derived.
 NG0666
 NG0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN3100055341(NAD 83)
 NG0666_MARKER: DS = TRIANGULATION STATION DISK
 NG0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0666_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NG0666+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2001
 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
 NG0666                          STATION DESCRIPTION
 NG0666
 NG0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 NG0666'STATION IS LOCATED IN THE EATON TRACK VETERANS HOUSING PROJECT IN THE
 NG0666'SOUTHEAST EDGE OF CUDAHY,
 NG0666'ABOUT 1/2 MILE WEST OF THE WEST SHORE OF LAKE MICHIGAN.  IT IS IN THE
 NG0666'CENTER OF A CIRCULAR PLOT OF LAWN
 NG0666'AT THE NORTHEAST END OF SAWYER ROAD, 50 FEET WEST OF
 NG0666'HOUSE NO. 153 AND 37 FEET SOUTH OF THE CURB AT THE
 NG0666'NORTH SIDE OF THE CIRCULAR DRIVE.
 NG0666'THE MARK IS FLUSH AND THE 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
 NG0666'NORTHEAST OF THE NORTHEAST CORNER OF HOUSE NO. 153.  THE MARK IS
 NG0666'FLUSH AND THE DISK IS STAMPED
 NG0666'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
 NG0666'OF A SIDEWALK.  THE MARK IS FLUSH AND THE DISK IS STAMPED CUDAHY
 NG0666'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
 NG0666'AND 3 FEET WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2
 NG0666'INCHES AND THE DISK IS STAMPED
 NG0666'CUDAHY 1953.
 NG0666'
 NG0666'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST AND WEST ON
 NG0666'SAWYER ROAD FOR 0.2 MILE
 NG0666'TO THE INTERSECTION OF SOUTH LAKE DRIVE (STATE HIGHWAY 32).  TURN
 NG0666'RIGHT AND GO NORTH ON SOUTH LAKE
 NG0666'DRIVE FOR 0.3 MILE TO THE INTERSECTION OF EAST
 NG0666'PULASKI AVENUE.  TURN RIGHT AND GO EAST ON THE
 NG0666'AVENUE FOR 0.05 MILE TO THE MARK ON
 NG0666'THE RIGHT AS 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'THIS STATION WAS NOT OCCUPIED THIS SEASON.
 NG0666'
 NG0666'STATION IS LOCATED NEAR CUDAHY, ABOUT 1/8 MILE WEST OF THE SHORE OF
 NG0666'LAKE MICHIGAN, ON
 NG0666'THE PROPERTY OF WARINMONT GOLF CLUB.  IT IS ABOUT 300 FEET
 NG0666'WEST OF THE CUDAHY GUN CLUB, ABOUT
 NG0666'100 FEET EAST OF GREEN NO. 2.  THE MARK
 NG0666'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
 NG0666'GOOD CONDITION.  THE STATION IS NOW ON THE WARNIMONT
 NG0666'GOLF COURSE, 0.1 MILE SOUTH OF
 NG0666'THE GOLF COURSE MAINTENANCE BUILDINGS,
 NG0666'ON HIGHEST HILL, 17 PACES EAST OF NO. 2 GREEN, 17
 NG0666'PACES SOUTH OF A SMALL
 NG0666'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
 NG0666'0.05 MILE TO THE AZIMUTH MARK ON RIGHT.  CONTINUE EAST AND
 NG0666'SOUTHEAST FOR 0.3 MILE TO THE
 NG0666'GOLF COURSE MAINTENANCE BUILDING.  PASS
 NG0666'AROUND TO THE EAST SIDE OF THIS BUILDING AND GO
 NG0666'SOUTH FOR 0.1 MILE TO
 NG0666'TOP OF LOW HILL AND STATION.
 NG0666'
 NG0666'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - CUDAHY
 NG0666'
 NG0666'APPROX ELEV. 712 FEET
 NG0666
 NG0666                          STATION RECOVERY (1980)
 NG0666
 NG0666'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (JM)
 NG0666'CUDAHY 1953 RECOVERED GOOD.
 NG0666'
 NG0666'CUDAHY NO. 1, 1953 RECOVERED GOOD.
 NG0666'
 NG0666'CUDAHY NO. 2, 1953 DESTROYED, DUE TO GOLF COARSE GRADING.
 NG0666'
 NG0666'CUDAHY AZ MARK RECOVERED GOOD, NOT VISIBLE FROM CUDAHY (TREES).
 NG0666'
 NG0666'OLD DESCRIPTION IS NO LONGER USEFUL--
 NG0666'
 NG0666'NEW DESCRIPTION--STATION IS LOCATED AT THE EAST EDGE OF THE
 NG0666'WARNIMONT GOLF COARSE, GREEN NO. 2.  IN THE SE EDGE OF THE CITY OF
 NG0666'CUDAHY ABOUT 650 FT. WEST OF THE WEST SHORE OF LAKE MICHIGAN.  TO
 NG0666'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
 NG0666'SOUTH INTO THE CUDAHY GUN CLUB.  DRIVE SOUTH ON THE GUN CLUB DR.
 NG0666'FOR 0.3 MILE TO THE CUDAHY GUN CLUB.  WALK WEST ABOUT 300 FT.
 NG0666'TO THE TOP OF THE HILL AT THE EAST EDGE OF GOLF COARSE.  THE
 NG0666'STATION IS 52 FT. EAST OF THE EAST EDGE OF GREEN NO. 2 OF THE
 NG0666'GOLF COARSE.  THE AZ MARK IS LOCATED 0.05 MILE EAST OF THE
 NG0666'INTERSECTION OF S. LAKE DR. AND PULASKI AVE.
 NG0666'
 NG0666'THE AZ MARK DESCRIPTION IS CHANGED TO READ 20 FT. SOUTH OF THE
 NG0666'CENTER OF PULASKI AVE. AND 7.5 FT EAST OF A POWER POLE WITH NO.
 NG0666'66-5106 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 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  USGS QUAD   -  SOUTH MILWAUKEE (1994)
 DG4850
 DG4850                         *CURRENT SURVEY CONTROL
 DG4850  ___________________________________________________________________
 DG4850* NAD 83(1997)-  42 56 29.12269(N)    087 50 59.05891(W)     ADJUSTED  
 DG4850* NAVD 88     -       211.46   (meters)     693.8    (feet)  GPS OBS   
 DG4850  ___________________________________________________________________
 DG4850  X           -     175,464.513 (meters)                     COMP
 DG4850  Y           -  -4,673,225.177 (meters)                     COMP
 DG4850  Z           -   4,322,860.417 (meters)                     COMP
 DG4850  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 DG4850  ELLIP HEIGHT-         176.40  (meters)          (04/02/04) GPS OBS
 DG4850  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 DG4850
 DG4850  HORZ ORDER  -  FIRST
 DG4850  ELLP ORDER  -  FOURTH    CLASS I
 DG4850
 DG4850.The horizontal coordinates were established by GPS observations
 DG4850.and adjusted by the WI DEPT OF TRANSP in April 2004..
 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.Photographs are available 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 DEFLEC99 derived deflections.
 DG4850
 DG4850.The ellipsoidal height was determined by GPS observations
 DG4850.and is referenced to NAD 83.
 DG4850
 DG4850.The geoid height was determined by GEOID03.
 DG4850
 DG4850;                    North         East     Units Scale Factor Converg.
 DG4850;SPC WI S     -   106,845.890   775,475.193   MT  0.99996455   +1 28 38.8
 DG4850;SPC WI S     -   350,543.56  2,544,204.86   sFT  0.99996455   +1 28 38.8
 DG4850;UTM  16      - 4,754,660.183   430,673.264   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                          SUPERSEDED SURVEY CONTROL
 DG4850
 DG4850.No superseded survey control is available for this station.
 DG4850
 DG4850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN3067354660(NAD 83)
 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 - May 13, 2005
 DG4850
 DG4850  HISTORY     - Date     Condition        Report By
 DG4850  HISTORY     - 2001     MONUMENTED       WIDT
 DG4850  HISTORY     - 20050513 GOOD             GEOCAC
 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'
 DG4850
 DG4850                          STATION RECOVERY (2005)
 DG4850
 DG4850'RECOVERY NOTE BY GEOCACHING 2005 (CZ)
 DG4850'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0032 ***********************************************************************
 ON0032  DESIGNATION -  CULVERT 26 1/2
 ON0032  PID         -  ON0032
 ON0032  STATE/COUNTY-  WI/JUNEAU
 ON0032  USGS QUAD   -  KENDALL EAST (1983)
 ON0032
 ON0032                         *CURRENT SURVEY CONTROL
 ON0032  ___________________________________________________________________
 ON0032* NAD 83(1986)-  43 49 20.     (N)    090 16 19.     (W)     SCALED    
 ON0032* NAVD 88     -       325.590  (meters)    1068.21   (feet)  ADJUSTED  
 ON0032  ___________________________________________________________________
 ON0032  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 ON0032  DYNAMIC HT  -         325.513 (meters)    1067.95  (feet)  COMP
 ON0032  MODELED GRAV-     980,373.9   (mgal)                       NAVD 88
 ON0032
 ON0032  VERT ORDER  -  SECOND    CLASS 0
 ON0032
 ON0032.The horizontal coordinates were scaled from a topographic map and have
 ON0032.an estimated accuracy of +/- 6 seconds.
 ON0032
 ON0032.The orthometric height was determined by differential leveling
 ON0032.and adjusted by the National Geodetic Survey in June 1991..
 ON0032
 ON0032.The geoid height was determined by GEOID03.
 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                          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.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0032.See file dsdata.txt to determine how the superseded data were derived.
 ON0032
 ON0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ193557(NAD 83)
 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             NGS
 ON0032
 ON0032                          STATION DESCRIPTION
 ON0032
 ON0032'DESCRIBED BY NATIONAL 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 = OCTOBER  7, 2006
 QN0599 ***********************************************************************
 QN0599  PACS        -  This is a Primary Airport Control Station.
 QN0599  DESIGNATION -  CUMBERLAND MUNI
 QN0599  PID         -  QN0599
 QN0599  STATE/COUNTY-  WI/BARRON
 QN0599  USGS QUAD   -  LOWER VERMILLION LAKE (1982)
 QN0599
 QN0599                         *CURRENT SURVEY CONTROL
 QN0599  ___________________________________________________________________
 QN0599* NAD 83(1997)-  45 30 22.37159(N)    091 58 43.63708(W)     ADJUSTED  
 QN0599* NAVD 88     -       376.36   (meters)    1234.8    (feet)  GPS OBS   
 QN0599  ___________________________________________________________________
 QN0599  X           -    -154,618.872 (meters)                     COMP
 QN0599  Y           -  -4,475,207.025 (meters)                     COMP
 QN0599  Z           -   4,527,200.344 (meters)                     COMP
 QN0599  LAPLACE CORR-          -5.06  (seconds)                    DEFLEC99
 QN0599  ELLIP HEIGHT-         346.36  (meters)          (04/28/99) GPS OBS
 QN0599  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 QN0599
 QN0599  HORZ ORDER  -  A
 QN0599  ELLP ORDER  -  THIRD     CLASS I
 QN0599
 QN0599.This mark is at Cumberland Airport (UBE)
 QN0599
 QN0599.The horizontal coordinates were established by GPS observations
 QN0599.and adjusted by the National Geodetic Survey in April 1999..
 QN0599
 QN0599.The orthometric height was determined by GPS observations and a
 QN0599.high-resolution geoid model.
 QN0599
 QN0599.GPS derived orthometric heights for airport stations designated as
 QN0599.PACS or SACS are published to 2 decimal places.  This maintains
 QN0599.centimeter relative accuracy between the PACS and SACS.  It does
 QN0599.not indicate centimeter accuracy relative to other marks which are
 QN0599.part of the NAVD 88 network.
 QN0599
 QN0599.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QN0599
 QN0599.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0599
 QN0599.The ellipsoidal height was determined by GPS observations
 QN0599.and is referenced to NAD 83.
 QN0599
 QN0599.The geoid height was determined by GEOID03.
 QN0599
 QN0599;                    North         East     Units Scale Factor Converg.
 QN0599;SPC WI C     -   187,780.243   445,373.890   MT  1.00000119   -1 23 46.3
 QN0599;SPC WI C     -   616,075.68  1,461,197.50   sFT  1.00000119   -1 23 46.3
 QN0599;UTM  15      - 5,039,694.056   579,775.175   MT  0.99967824   +0 43 42.6
 QN0599
 QN0599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0599!SPC WI C     -   0.99994570  x   1.00000119  =   0.99994689
 QN0599!UTM  15      -   0.99994570  x   0.99967824  =   0.99962396
 QN0599
 QN0599:                Primary Azimuth Mark                     Grid Az
 QN0599:SPC WI C     -  CUMBERLAND MUNI AZ MK                    097 09 58.0
 QN0599:UTM  15      -  CUMBERLAND MUNI AZ MK                    095 02 29.1
 QN0599
 QN0599|---------------------------------------------------------------------|
 QN0599| PID    Reference Object                     Distance      Geod. Az  |
 QN0599|                                                           dddmmss.s |
 QN0599| QN0600 CUMBERLAND MUNI AZ MK               APPROX. 0.5 KM 0954611.7 |
 QN0599|---------------------------------------------------------------------|
 QN0599
 QN0599                          SUPERSEDED SURVEY CONTROL
 QN0599
 QN0599  NAD 83(1991)-  45 30 22.37078(N)    091 58 43.63579(W) AD(       ) 1
 QN0599  ELLIP H (08/19/91)  346.36   (m)                       GP(       ) 4 1
 QN0599  NGVD 29 (08/19/91)  376.2    (m)         1234.     (f) GPS OBS        
 QN0599
 QN0599.Superseded values are not recommended for survey control.
 QN0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0599.See file dsdata.txt to determine how the superseded data were derived.
 QN0599
 QN0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7977539694(NAD 83)
 QN0599_MARKER: I = METAL ROD
 QN0599_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QN0599_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 QN0599_STAMPING: CUMBERLAND MUNI 1990
 QN0599_MARK LOGO: NGS   
 QN0599_PROJECTION: FLUSH
 QN0599_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QN0599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QN0599+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2005
 QN0599_ROD/PIPE-DEPTH: 24.1 meters
 QN0599_SLEEVE-DEPTH  : 0.91 meters
 QN0599
 QN0599  HISTORY     - Date     Condition        Report By
 QN0599  HISTORY     - 1990     MONUMENTED       NGS
 QN0599  HISTORY     - 19971207 GOOD             NGS
 QN0599  HISTORY     - 19981218 GOOD             WI-005
 QN0599  HISTORY     - 20050913 GOOD             WI-005
 QN0599  HISTORY     - 20050927 GOOD             WIDT
 QN0599
 QN0599                          STATION DESCRIPTION
 QN0599
 QN0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QN0599'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) SOUTHEAST OF CUMBERLAND,
 QN0599'AT THE CUMBERLAND MUNICIPAL AIRPORT AND NEAR THE JUNCTION OF THE
 QN0599'TAXIWAY AND RUNWAY.  OWNERSHIP--CITY OF CUMBERLAND, CITY HALL, 1356
 QN0599'2ND AVENUE, CUMBERLAND, WISCONSIN 54829, PHONE (715)-822-2752,
 QN0599'AIRPORT MANAGER IS NICK PELA, PHONE (715)822-4453.  NOTE--AIRPORT
 QN0599'CHAIRMAN STATES AT THIS TIME, 7-24-90, CONSTRUCTION WILL BEGIN NEXT
 QN0599'YEAR AND CONSTRUCTION PLANS ARE NOT CLEAR BUT DID STATE WINDSOCK MAY
 QN0599'BE RELOCATED AND THE RUNWAY SHORTENED.
 QN0599'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 63 AND 48, AT
 QN0599'THE SOUTH END OF CUMBERLAND, GO EAST ON STATE HIGHWAY 48 FOR 0.08 KM
 QN0599'(0.05 MI) TO THE JUNCTION OF COUNTY ROAD P, TURN RIGHT, SOUTH, ON
 QN0599'COUNTY ROAD P FOR 2.65 KM (1.65 MI) TO THE JUNCTION OF COUNTY ROAD T,
 QN0599'TURN LEFT, EAST, ON COUNTY ROAD T FOR 3.1 KM (1.9 MI) TO THE AIRPORT
 QN0599'ENTRANCE ROAD ON THE RIGHT, TURN RIGHT, SOUTH, ON THE ENTRANCE ROAD
 QN0599'FOR 0.16 KM (0.10 MI) TO THE AIRPORT OFFICE AND THE APRON, CONTINUE
 QN0599'AHEAD, SOUTH, ON THE TAXIWAY TO THE JUNCTON OF THE RUNWAY AND THE
 QN0599'STATION ON THE RIGHT.
 QN0599'THE STATION IS LOCATED 42.4 M (139.1 FT) WEST OF THE CENTER OF THE
 QN0599'TAXIWAY, 28.6 M (93.8 FT) NORTH OF THE CENTER OF THE RUNWAY, 24.8 M
 QN0599'(81.4 FT) SOUTH OF THE METAL POST OF THE WINDSOCK AND 0.5 M (1.6 FT)
 QN0599'NORTH OF A FIBERGLASS WITNESS POST.
 QN0599
 QN0599                          STATION RECOVERY (1997)
 QN0599
 QN0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 QN0599'NOTE--THIS IS THE PRIMARY AIRPORT CONTROL (PAC) STATION FOR THE
 QN0599'CUMBERLAND MUNICIPAL (UBE) AIRPORT.  THE STATION IS LOCATED ABOUT 6 KM
 QN0599'(3.70 MI) SOUTHEAST OF CUMBERLAND AT THE CUMBERLAND MUNICIPAL AIRPORT,
 QN0599'IN THE NORTHWEST QUADRANT OF THE JUNCTION OF THE PAVED RUNWAY AND THE
 QN0599'TAXIWAY FROM THE APRON.  OWNERSHIP--CITY OF CUMBERLAND, CITY HALL,
 QN0599'1356 2ND AVENUE, CUMBERLAND, WI 54829. AIRPORT MANAGER IS MIKE PAFFEL.
 QN0599'PHONE 715-822-4554.  TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 63
 QN0599'(2ND AVENUE) AND STATE HIGHWAY 48 (ELM STREET) NEAR THE SOUTH SIDE OF
 QN0599'CUMBERLAND, GO EAST ON HIGHWAY 48 FOR 0.08 KM (0.05 MI) TO THE
 QN0599'JUNCTION OF COUNTY ROAD P (1ST AVENUE) .  TURN RIGHT AND GO SOUTH ON
 QN0599'COUNTY ROAD P FOR 2.58 KM (1.60 MI) TO THE JUNCTION OF COUNTY ROAD T
 QN0599'(21ST STREET) ON THE LEFT AND A GRAVEL ROAD RIGHT.  TURN LEFT AND GO
 QN0599'EAST ON COUNTY ROAD T FOR 3.1 KM (1.90 MI) TO THE AIRPORT ENTRANCE
 QN0599'ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON THE ENTRANCE ROAD FOR
 QN0599'0.16 KM (0.10 MI) TO THE AIRPORT OFFICE AND THE APRON.  CONTINUE
 QN0599'AHEAD, SOUTH, ACROSS THE APRON AND ALONG A TAXIWAY FOR 0.15 KM (0.10
 QN0599'MI) TO THE STATION ON THE RIGHT. THE STATION IS A CENTERPUNCH IN THE
 QN0599'TOP CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE
 QN0599'90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY
 QN0599'CONCRETE SET FLUSH WITH THE GROUND.  IT IS 42.3 M (138.8 FT) WEST OF
 QN0599'THE TAXIWAY CENTER, 28.6 M (93.8 FT) NORTH OF THE RUNWAY CENTER, 17.1
 QN0599'M (56.1 FT) NORTH-NORTHWEST OF THE FIRST RUNWAY LIGHT WEST OF THE
 QN0599'JUNCTION OF THE TAXIWAY, AND 0.5 M (1.6 FT) NORTH OF A FIBERGLASS
 QN0599'WITNESS POST.
 QN0599
 QN0599                          STATION RECOVERY (1998)
 QN0599
 QN0599'RECOVERY NOTE BY BARRON COUNTY WISCONSIN 1998
 QN0599'RECOVERED AS DESCRIBED.
 QN0599
 QN0599                          STATION RECOVERY (2005)
 QN0599
 QN0599'RECOVERY NOTE BY BARRON COUNTY WISCONSIN 2005 (MFN)
 QN0599'SLEEVE WAS DAMAGED AND HAS BEEN REPAIRED. THERE MAY HAVE BEEN SOME
 QN0599'HORIZONTAL MOVEMENT OF ROD
 QN0599
 QN0599                          STATION RECOVERY (2005)
 QN0599
 QN0599'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 QN0599'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M NORTH, 1.0 M
 QN0599'SOUTHEAST, AND 1.0 M SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 QN0599'--NOTE-- AIRPORT MANAGER IS AL SEIERSTAD, PHONE 715-205-4474.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0600 ***********************************************************************
 QN0600  DESIGNATION -  CUMBERLAND MUNI AZ MK
 QN0600  PID         -  QN0600
 QN0600  STATE/COUNTY-  WI/BARRON
 QN0600  USGS QUAD   -  LOWER VERMILLION LAKE (1982)
 QN0600
 QN0600                         *CURRENT SURVEY CONTROL
 QN0600  ___________________________________________________________________
 QN0600* NAD 83(1997)-  45 30 20.74234(N)    091 58 20.71543(W)     ADJUSTED  
 QN0600* NAVD 88     -       375.3    (meters)    1231.     (feet)  VERTCON   
 QN0600  ___________________________________________________________________
 QN0600  X           -    -154,122.764 (meters)                     COMP
 QN0600  Y           -  -4,475,259.319 (meters)                     COMP
 QN0600  Z           -   4,527,164.356 (meters)                     COMP
 QN0600  LAPLACE CORR-          -4.81  (seconds)                    DEFLEC99
 QN0600  ELLIP HEIGHT-         345.33  (meters)          (09/30/02) GPS OBS
 QN0600  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 QN0600
 QN0600  HORZ ORDER  -  FIRST
 QN0600  ELLP ORDER  -  FOURTH    CLASS I
 QN0600
 QN0600.This mark is at Cumberland Airport (UBE)
 QN0600
 QN0600.The horizontal coordinates were established by GPS observations
 QN0600.and adjusted by the National Geodetic Survey in September 2002..
 QN0600
 QN0600.The NAVD 88 height was computed by applying the VERTCON shift value to
 QN0600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QN0600
 QN0600.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QN0600
 QN0600.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0600
 QN0600.The ellipsoidal height was determined by GPS observations
 QN0600.and is referenced to NAD 83.
 QN0600
 QN0600.The geoid height was determined by GEOID03.
 QN0600
 QN0600;                    North         East     Units Scale Factor Converg.
 QN0600;SPC WI C     -   187,717.853   445,870.109   MT  1.00000110   -1 23 30.1
 QN0600;SPC WI C     -   615,870.99  1,462,825.52   sFT  1.00000110   -1 23 30.1
 QN0600;UTM  15      - 5,039,650.121   580,273.205   MT  0.99967922   +0 43 58.9
 QN0600
 QN0600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0600!SPC WI C     -   0.99994586  x   1.00000110  =   0.99994696
 QN0600!UTM  15      -   0.99994586  x   0.99967922  =   0.99962510
 QN0600
 QN0600:                Primary Azimuth Mark                     Grid Az
 QN0600:SPC WI C     -  CUMBERLAND MUNI                          277 09 58.2
 QN0600:UTM  15      -  CUMBERLAND MUNI                          275 02 29.2
 QN0600
 QN0600|---------------------------------------------------------------------|
 QN0600| PID    Reference Object                     Distance      Geod. Az  |
 QN0600|                                                           dddmmss.s |
 QN0600| QN0599 CUMBERLAND MUNI                     APPROX. 0.5 KM 2754628.1 |
 QN0600|---------------------------------------------------------------------|
 QN0600
 QN0600                          SUPERSEDED SURVEY CONTROL
 QN0600
 QN0600  NAD 83(1991)-  45 30 20.74168(N)    091 58 20.71412(W) AD(       ) 1
 QN0600  ELLIP H (08/19/91)  345.34   (m)                       GP(       ) 4 1
 QN0600  NGVD 29 (08/19/91)  375.2    (m)         1231.     (f) GPS OBS        
 QN0600
 QN0600.Superseded values are not recommended for survey control.
 QN0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0600.See file dsdata.txt to determine how the superseded data were derived.
 QN0600
 QN0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL8027339650(NAD 83)
 QN0600_MARKER: I = METAL ROD
 QN0600_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QN0600_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 QN0600_STAMPING: CUMBERLAND MUNI AZ MK 1990
 QN0600_MARK LOGO: NGS   
 QN0600_PROJECTION: FLUSH
 QN0600_MAGNETIC: N = NO MAGNETIC MATERIAL
 QN0600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QN0600+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2005
 QN0600_ROD/PIPE-DEPTH: 24.1 meters
 QN0600_SLEEVE-DEPTH  : 0.91 meters
 QN0600
 QN0600  HISTORY     - Date     Condition        Report By
 QN0600  HISTORY     - 1990     MONUMENTED       NGS
 QN0600  HISTORY     - 20050927 GOOD             WIDT
 QN0600
 QN0600                          STATION DESCRIPTION
 QN0600
 QN0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QN0600'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) SOUTHEAST OF CUMBERLAND,
 QN0600'AT THE CUMBERLAND MUNICIPAL AIRPORT AND SOUTH OF THE EAST END OF
 QN0600'RUNWAY 27.  OWNERSHIP--CITY OF CUMBERLAND, CITY HALL, 1356 2ND
 QN0600'AVENUE, CUMBERLAND, WISCONSIN 54829, PHONE (715)-822-2752, AIRPORT
 QN0600'MANAGER IS NICK PELA, PHONE (715)822-4453.  NOTE--AIRPORT CHAIRMAN
 QN0600'STATES AT THIS TIME, 7-24-90, CONSTRUCTION WILL BEGIN NEXT YEAR AND
 QN0600'CONSTRUCTION PLANS ARE NOT CLEAR, BUT DID STATE WINDSOCK MAY BE
 QN0600'RELOCATED AND THE RUNWAY SHORTENED.
 QN0600'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 63 AND 48, AT
 QN0600'THE SOUTH END OF CUMBERLAND, GO EAST ON STATE HIGHWAY 48 FOR 0.08 KM
 QN0600'(0.05 MI) TO THE JUNCTION OF COUNTY ROAD P, TURN RIGHT, SOUTH, ON
 QN0600'COUNTY ROAD P FOR 2.65 KM (1.65 MI) TO THE JUNCTION OF COUNTY ROAD T,
 QN0600'TURN LEFT, EAST, ON COUNTY ROAD T FOR 3.1 KM (1.9 MI) TO THE AIRPORT
 QN0600'ENTRANCE ROAD ON THE RIGHT, TURN RIGHT, SOUTH, ON THE ENTRANCE ROAD
 QN0600'FOR 0.16 KM (0.10 MI) TO THE AIRPORT OFFICE AND THE APRON, CONTINUE
 QN0600'AHEAD, SOUTH, ON THE TAXIWAY TO THE JUNCTION OF THE TAXIWAY AND THE
 QN0600'RUNWAY, TURN LEFT, EAST, ALONG THE RUNWAY FOR 0.48 KM (0.30 MI) TO
 QN0600'THE END OF RUNWAY 27 AND THE STATION ON THE RIGHT.
 QN0600'THE STATION IS LOCATED 60.0 M (196.8 FT) SOUTH OF THE CENTER OF RUNWAY
 QN0600'27, 9.3 M (30.5 FT) SOUTH OF THE SOUTHEAST CORNER OF THE END OF
 QN0600'RUNWAY 27, 5.3 M (17.4 FT) SOUTH-SOUTHWEST OF THE SOUTH 1 OF 3 RUNWAY
 QN0600'END LIGHTS AND 0.45 M (1.48 FT) NORTHWEST OF A FIBERGLASS WITNESS
 QN0600'POST.
 QN0600
 QN0600                          STATION RECOVERY (2005)
 QN0600
 QN0600'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 QN0600'RECOVERED IN GOOD CONDITION.  AN ADDITIONAL TO REACH THAT DOES NOT
 QN0600'REQUIRE DRIVING DOWN THE AIRPORT S RUNWAY FOLLOWS-- TO REACH THE
 QN0600'STATION FROM THE JUNCTION OF COUNTY HIGHWAY T WITH THE AIRPORT S
 QN0600'ENTRANCE ROAD, GO EAST THEN SOUTH ON COUNTY HIGHWAY T FOR 0.5 MILE TO
 QN0600'AN ORANGE BOARD ON WHICH ELECTRICAL METERS ARE ATTACHED AND A TRACK
 QN0600'ROAD TO THE RIGHT.
 QN0600'TURN RIGHT AND GO 125.5 M WEST ON THE TRACK ROAD TO THE STATION ON THE
 QN0600'RIGHT.  ADD-- THE MONUMENT IS 17 CM BELOW GROUND LEVEL AND THE STATION
 QN0600'IS 1.0 M WEST, 1.0 M SOUTHEAST, AND 1.0 M NORTHEAST OF THREE WHITE
 QN0600'PLASTIC WITNESS POSTS.
 QN0600'--NOTE-- THE AIRPORT MANAGER IS AL SEIERSTAD, PHONE 715-205-4474.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0079 ***********************************************************************
 QM0079  DESIGNATION -  CUNARD
 QM0079  PID         -  QM0079
 QM0079  STATE/COUNTY-  WI/FOREST
 QM0079  USGS QUAD   -  WABENO (1972)
 QM0079
 QM0079                         *CURRENT SURVEY CONTROL
 QM0079  ___________________________________________________________________
 QM0079* NAD 83(1991)-  45 25 51.93270(N)    088 38 01.52715(W)     ADJUSTED  
 QM0079* NAVD 88     -       467.484  (meters)    1533.74   (feet)  ADJUSTED  
 QM0079  ___________________________________________________________________
 QM0079  LAPLACE CORR-          -5.90  (seconds)                    DEFLEC99
 QM0079  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 QM0079  DYNAMIC HT  -         467.433 (meters)    1533.57  (feet)  COMP
 QM0079  MODELED GRAV-     980,494.8   (mgal)                       NAVD 88
 QM0079
 QM0079  HORZ ORDER  -  FIRST
 QM0079  VERT ORDER  -  FIRST     CLASS II
 QM0079
 QM0079.The horizontal coordinates were established by classical geodetic methods
 QM0079.and adjusted by the National Geodetic Survey in November 1991..
 QM0079
 QM0079.The orthometric height was determined by differential leveling
 QM0079.and adjusted by the National Geodetic Survey in June 1991..
 QM0079
 QM0079.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0079
 QM0079.The geoid height was determined by GEOID03.
 QM0079
 QM0079.The dynamic height is computed by dividing the NAVD 88
 QM0079.geopotential number by the normal gravity value computed on the
 QM0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0079.degrees latitude (g = 980.6199 gals.).
 QM0079
 QM0079.The modeled gravity was interpolated from observed gravity values.
 QM0079
 QM0079;                    North         East     Units Scale Factor Converg.
 QM0079;SPC WI N     -    30,308.948   706,910.695   MT  1.00002737   +0 59 08.0
 QM0079;SPC WI N     -    99,438.61  2,319,256.17   sFT  1.00002737   +0 59 08.0
 QM0079;SPC WI C     -   178,446.471   706,906.672   MT  0.99998760   +0 57 50.4
 QM0079;SPC WI C     -   585,453.13  2,319,242.97   sFT  0.99998760   +0 57 50.4
 QM0079;UTM  16      - 5,032,139.307   372,204.382   MT  0.99980080   -1 09 50.6
 QM0079
 QM0079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0079!SPC WI N     -   0.99993213  x   1.00002737  =   0.99995949
 QM0079!SPC WI C     -   0.99993213  x   0.99998760  =   0.99991973
 QM0079!UTM  16      -   0.99993213  x   0.99980080  =   0.99973294
 QM0079
 QM0079                          SUPERSEDED SURVEY CONTROL
 QM0079
 QM0079  NAD 83(1986)-  45 25 51.93303(N)    088 38 01.54826(W) AD(       ) 1
 QM0079  NAD 27      -  45 25 52.04900(N)    088 38 01.15500(W) AD(       ) 1
 QM0079  NGVD 29 (??/??/92)  467.470  (m)         1533.69   (f) ADJ UNCH    1 2
 QM0079
 QM0079.Superseded values are not recommended for survey control.
 QM0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0079.See file dsdata.txt to determine how the superseded data were derived.
 QM0079
 QM0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR7220432139(NAD 83)
 QM0079_MARKER: DS = TRIANGULATION STATION DISK
 QM0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0079
 QM0079  HISTORY     - Date     Condition        Report By
 QM0079  HISTORY     - 1921     MONUMENTED       CGS
 QM0079  HISTORY     - 1922     GOOD             NGS
 QM0079  HISTORY     - 1934     GOOD             CGS
 QM0079  HISTORY     - 1934     GOOD             NGS
 QM0079  HISTORY     - 1972     MARK NOT FOUND   USGS
 QM0079  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0079
 QM0079                          STATION DESCRIPTION
 QM0079
 QM0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0079'STATION IS ABOUT 3/4 MILE S OF THE DEPOT AT SOPERTON, 25
 QM0079'METERS S OF RAILROAD CULVERT N 109, 100 METERS N OF THE S
 QM0079'CONTROL BOARDS FOR THE YARDS AT SOPERTON, 15.89 METERS (52.14
 QM0079'FEET) E OF THE E RAIL OF THE CHICAGO AND NORTHWESTERN RAILWAY.
 QM0079'IT IS AT THE INTERSECTION OF THE E RAIL FORWARD AND BACKWARD
 QM0079'AND IS AT THE FIRST CURVE S OF SOPERTON, WISCONSIN.
 QM0079'
 QM0079'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 QM0079'DISKS SET IN CONCRETE.
 QM0079
 QM0079                          STATION RECOVERY (1922)
 QM0079
 QM0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 QM0079'0.8 MI SE FROM SOPERTON.
 QM0079'0.8 MILE SOUTHEAST OF SOPERTON ABOUT 3/4 MILE SOUTH OF THE DEPOT
 QM0079'AT SOPERTON, 25 METERS SOUTH OF R.R. CULVERT N. 189, 100
 QM0079'METERS NORTH OF THE SOUTH CONTROL BOARDS FOR THE YARDS AT
 QM0079'SOPERTON, 15.09 METERS (52.14 FT.) EAST OF THE EAST RAIL OF THE
 QM0079'C. AND N.W. RY.  IT IS AT THE INTERSECTION OF THE EAST RAIL
 QM0079'FORWARD AND BACKWARD AND IS AT THE FIRST CURVE SOUTH OF
 QM0079'SOPERTON, WISC.
 QM0079
 QM0079                          STATION RECOVERY (1934)
 QM0079
 QM0079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (AHT)
 QM0079'ABOUT 0.8 MILE S ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 QM0079'FROM THE STATION AT SOPERTON, ABOUT 325 FEET N OF THE S CONTROL
 QM0079'BOARDS FOR THE YARD AT SOPERTON, ABOUT 80 FEET S OF
 QM0079'CULVERT N 109, AT THE INTERSECTION OF THE LINES DEFINED BY THE
 QM0079'E RAIL OF THE S TANGENT AND THE E RAIL OF THE N TANGENT, AND 52.1
 QM0079'FEET E OF THE E RAIL.  MARK IS A BRONZE STATION DISK, STAMPED
 QM0079'CUNARD 1921, SET IN THE TOP OF A CONCRETE POST.
 QM0079
 QM0079                          STATION RECOVERY (1934)
 QM0079
 QM0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QM0079'RECOVERED IN GOOD CONDITION.
 QM0079
 QM0079                          STATION RECOVERY (1972)
 QM0079
 QM0079'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (RLB)
 QM0079'NOT FOUND.  PROBABLY DESTROYED.  AREA DESCRIBED HAS BEEN
 QM0079'BULLDOZED.
 QM0079
 QM0079                          STATION RECOVERY (1985)
 QM0079
 QM0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE8636 ***********************************************************************
 AE8636  DESIGNATION -  CURTISS GPS
 AE8636  PID         -  AE8636
 AE8636  STATE/COUNTY-  WI/CLARK
 AE8636  USGS QUAD   -  CURTISS (1981)
 AE8636
 AE8636                         *CURRENT SURVEY CONTROL
 AE8636  ___________________________________________________________________
 AE8636* NAD 83(1997)-  44 56 43.47566(N)    090 26 04.75358(W)     ADJUSTED  
 AE8636* NAVD 88     -       426.3    (meters)    1399.     (feet)  VERTCON   
 AE8636  ___________________________________________________________________
 AE8636  X           -     -34,305.388 (meters)                     COMP
 AE8636  Y           -  -4,522,027.385 (meters)                     COMP
 AE8636  Z           -   4,483,334.949 (meters)                     COMP
 AE8636  LAPLACE CORR-          -7.04  (seconds)                    DEFLEC99
 AE8636  ELLIP HEIGHT-         394.04  (meters)          (06/03/99) GPS OBS
 AE8636  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 AE8636
 AE8636  HORZ ORDER  -  FIRST
 AE8636  ELLP ORDER  -  THIRD     CLASS I
 AE8636
 AE8636.The horizontal coordinates were established by GPS observations
 AE8636.and adjusted by the National Geodetic Survey in June 1999..
 AE8636
 AE8636.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE8636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE8636
 AE8636.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8636
 AE8636.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8636
 AE8636.The ellipsoidal height was determined by GPS observations
 AE8636.and is referenced to NAD 83.
 AE8636
 AE8636.The geoid height was determined by GEOID03.
 AE8636
 AE8636;                    North         East     Units Scale Factor Converg.
 AE8636;SPC WI C     -   123,664.602   565,698.571   MT  0.99994143   -0 18 24.1
 AE8636;SPC WI C     -   405,722.95  1,855,962.73   sFT  0.99994143   -0 18 24.1
 AE8636;UTM  15      - 4,980,087.852   702,380.647   MT  1.00010366   +1 48 46.3
 AE8636
 AE8636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8636!SPC WI C     -   0.99993822  x   0.99994143  =   0.99987966
 AE8636!UTM  15      -   0.99993822  x   1.00010366  =   1.00004188
 AE8636
 AE8636                          SUPERSEDED SURVEY CONTROL
 AE8636
 AE8636  NAD 83(1991)-  44 56 43.47495(N)    090 26 04.75243(W) AD(       ) 1
 AE8636  ELLIP H (04/20/98)  394.05   (m)                       GP(       ) 3 1
 AE8636  NGVD 29 (04/20/98)  426.3    (m)         1399.     (f) GPS OBS        
 AE8636
 AE8636.Superseded values are not recommended for survey control.
 AE8636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8636.See file dsdata.txt to determine how the superseded data were derived.
 AE8636
 AE8636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK0238180088(NAD 83)
 AE8636_MARKER: DD = SURVEY DISK
 AE8636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8636_STAMPING: CURTISS GPS
 AE8636_MARK LOGO: WI-019
 AE8636_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE8636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8636+STABILITY: SURFACE MOTION
 AE8636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8636+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2005
 AE8636
 AE8636  HISTORY     - Date     Condition        Report By
 AE8636  HISTORY     - 1997     MONUMENTED       AYRES
 AE8636  HISTORY     - 20020921 GOOD             USPSQD
 AE8636  HISTORY     - 20031116 GOOD             USPSQD
 AE8636  HISTORY     - 20051015 GOOD             USPSQD
 AE8636
 AE8636                          STATION DESCRIPTION
 AE8636
 AE8636'DESCRIBED BY AYRES ASSOCIATES 1997 (CMS)
 AE8636'THE STATION IS 44.6 KM (27.70 MI) AIR MILES NORTH 16 DEGREES EAST FROM
 AE8636'THE CLARK COUNTY COURTHOUSE, ALSO 9.6 KM (5.95 MI) EAST OF THE CITY OF
 AE8636'OWEN. TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 29
 AE8636'AND COUNTY HIGHWAY E IN IN THE TOWN OF CURTISS, GO NORTH ON COUNTY
 AE8636'HIGHWAY E FOR 150 M (492.1 FT) TO THE STATION ON THE LEFT. THE STATION
 AE8636'IS A CLARK COUNTY BRASS SURVEY DISK STAMPED ---CURTISS GPS 1996---,
 AE8636'SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND AND 33 M
 AE8636'(108.3 FT) WEST OF THE CENTER LINE OF HIGHWAY E, AND 14 M (45.9 FT)
 AE8636'SOUTH OF THE CENTERLINE OF THE DRIVE TO THE NATIONAL FARMERS
 AE8636'ORGANIZATION BUILDING, AND 2 M (6.6 FT) NORTH OF A RIGHT OF WAY POST.
 AE8636
 AE8636                          STATION RECOVERY (2002)
 AE8636
 AE8636'RECOVERY NOTE BY US POWER SQUADRON 2002 (DS)
 AE8636'NEW ROAD CONSTRUCTION IN AREA. STATION IS 25 FT NORTH AND 12.5 FT WEST
 AE8636'OF NORTHERN STATES POWER POLE 9108AA2 AND 125 FT NORTH OF CENTERLINE
 AE8636'OF WESTBOUND HWY 29 ON RAMP.
 AE8636
 AE8636                          STATION RECOVERY (2003)
 AE8636
 AE8636'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AE8636'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 12 FEET NORTHEAST
 AE8636'OF A YELLOW R/W POST WITH A WHITE --SURVER MARKER-- SIGN ATTACHED, 3
 AE8636'FEET WEST OF A WHITE PLASTIC WITNESS POST, 3 FEET SOUTH OF A YELLOW
 AE8636'--H.A.R.N.-- SIGN WITH TWO GREEN METAL POSTS, AND 2 FEET EAST OF A
 AE8636'YELLOW FIBERGLASS WITNESS POST.  NOTE-- POWER POLE NUMBER 9108AA2 HAS
 AE8636'ONE GUY WIRE.
 AE8636
 AE8636                          STATION RECOVERY (2005)
 AE8636
 AE8636'RECOVERY NOTE BY US POWER SQUADRON 2005 (DRB)
 AE8636'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0752 ***********************************************************************
 OM0752  DESIGNATION -  CURTISS WRIGHT
 OM0752  PID         -  OM0752
 OM0752  STATE/COUNTY-  WI/MILWAUKEE
 OM0752  USGS QUAD   -  WAUWATOSA (1994)
 OM0752
 OM0752                         *CURRENT SURVEY CONTROL
 OM0752  ___________________________________________________________________
 OM0752* NAD 83(1991)-  43 06 57.01767(N)    088 01 59.79770(W)     ADJUSTED  
 OM0752* NAVD 88     -       227.     (meters)     745.     (feet)  SCALED    
 OM0752  ___________________________________________________________________
 OM0752  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 OM0752  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 OM0752
 OM0752  HORZ ORDER  -  THIRD
 OM0752
 OM0752.This mark is at Lawrence J Timmerman Airport (MWC)
 OM0752
 OM0752.The horizontal coordinates were established by classical geodetic methods
 OM0752.and adjusted by the National Geodetic Survey in November 1991..
 OM0752
 OM0752.The orthometric height was scaled from a topographic map.
 OM0752
 OM0752.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0752
 OM0752.The geoid height was determined by GEOID03.
 OM0752
 OM0752;                    North         East     Units Scale Factor Converg.
 OM0752;SPC WI S     -   125,846.230   760,043.236   MT  0.99994489   +1 21 04.8
 OM0752;SPC WI S     -   412,880.51  2,493,575.18   sFT  0.99994489   +1 21 04.8
 OM0752;UTM  16      - 4,774,196.668   415,937.362   MT  0.99968693   -0 42 22.5
 OM0752
 OM0752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0752!SPC WI S     -   0.99996990  x   0.99994489  =   0.99991479
 OM0752!UTM  16      -   0.99996990  x   0.99968693  =   0.99965684
 OM0752
 OM0752|---------------------------------------------------------------------|
 OM0752| PID    Reference Object                     Distance      Geod. Az  |
 OM0752|                                                           dddmmss.s |
 OM0752| CI8488 CURTISS WRIGHT RM 1                  12.586 METERS 08201     |
 OM0752| OM0755 MILWAUKEE CURTIS WRIGHT APT BN       12.505 METERS 14045     |
 OM0752| CI8489 CURTISS WRIGHT RM 2                  12.576 METERS 15209     |
 OM0752| OM0761 KEEFE                               APPROX. 3.9 KM 1601317.7 |
 OM0752| CI8487 CURTISS WRIGHT AZ MK                               3565821.9 |
 OM0752|---------------------------------------------------------------------|
 OM0752
 OM0752                          SUPERSEDED SURVEY CONTROL
 OM0752
 OM0752  NAD 83(1986)-  43 06 57.00732(N)    088 01 59.80796(W) AD(       ) 3
 OM0752  NAD 27      -  43 06 56.96800(N)    088 01 59.48700(W) AD(       ) 3
 OM0752
 OM0752.Superseded values are not recommended for survey control.
 OM0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0752.See file dsdata.txt to determine how the superseded data were derived.
 OM0752
 OM0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1593774197(NAD 83)
 OM0752_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0752+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2004
 OM0752
 OM0752  HISTORY     - Date     Condition        Report By
 OM0752  HISTORY     - 1953     MONUMENTED       CGS
 OM0752  HISTORY     - 1958     SEE DESCRIPTION  CHIAS
 OM0752  HISTORY     - 1961     SEE DESCRIPTION  CGS
 OM0752  HISTORY     - 1961     SEE DESCRIPTION  CGS
 OM0752  HISTORY     - 1965     SEE DESCRIPTION  CGS
 OM0752  HISTORY     - 1975     SEE DESCRIPTION  NGS
 OM0752  HISTORY     - 19941029 MARK NOT FOUND   USPSQD
 OM0752  HISTORY     - 20010725 GOOD             USPSQD
 OM0752  HISTORY     - 20040812 GOOD             USPSQD
 OM0752
 OM0752                          STATION DESCRIPTION
 OM0752
 OM0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0752'THE STATION IS LOCATED IN THE NORTHWEST PART OF MILWAUKEE,
 OM0752'ON THE CURTISS WRIGHT AIRPORT AT 9305 W. APPLETON AVENUE
 OM0752'(U.S. HIGHWAY 41).  IT IS 99 FEET NORTH OF THE NORTHEAST
 OM0752'CORNER OF HANGER A, 42 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 OM0752'A ROUND TOPPED HANGER, THE MOST WESTERLY OF THREE, AND 43
 OM0752'FEET NORTHWEST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND
 OM0752'THE DISK IS STAMPED CURTISS WRIGHT 1953.
 OM0752'
 OM0752'REFERENCE MARK NO. 1 IS 12 FEET NORTH OF THE NORTHWEST CORNER
 OM0752'AND 58 FEET NORTHWEST OF THE NORTHEAST CORNER OF A ROUND
 OM0752'TOPPED HANGER, THE MOST WESTERLY OF THREE.  THE MARK IS
 OM0752'FLUSH AND THE DISK IS STAMPED CURTISS WRIGHT NO 1 1953.
 OM0752'
 OM0752'REFERENCE MARK NO. 2 IS 39 FEET NORTH OF A GRAVEL DRIVE,
 OM0752'25 FEET NORTHWEST OF THE SOUTHWEST CORNER OF A ROUND TOPPED
 OM0752'HANGER, THE MOST WESTERLY OF THREE, AND 1 FOOT NORTHWEST OF A
 OM0752'WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 OM0752'CURTISS WRIGHT NO 2 1953.
 OM0752'
 OM0752'AZIMUTH MARK IS 110 FEET NORTHWEST OF THE NORTHWEST CORNER
 OM0752'OF THE CURTISS WRIGHT AIRPORT, 23 FEET SOUTHWEST OF U.S.
 OM0752'HIGHWAY 41, AND 6 FEET NORTHWEST OF A WHITE WITNESS POST.  THE
 OM0752'MARK IS FLUSH AND THE DISK IS STAMPED CURTISS WRIGHT 1953.
 OM0752'
 OM0752'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON THE
 OM0752'ON THE AIRPORT DRIVEWAY FOR 0.15 MILE TO U.S. HIGHWAY 41, TURN
 OM0752'LEFT AND GO NORTHWEST ON HIGHWAY 41 FOR 0.3 MILE TO THE
 OM0752'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 OM0752'
 OM0752'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OM0752
 OM0752                          STATION RECOVERY (1958)
 OM0752
 OM0752'RECOVERY NOTE BY CHICAGO AERIAL SURVEY 1958
 OM0752'STATION MARK RECOVERED IN GOOD CONDITION.
 OM0752
 OM0752                          STATION RECOVERY (1961)
 OM0752
 OM0752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JPP)
 OM0752'THIS STATION RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 OM0752'CONDITION.  REFERENCE MARKS AND AZIMUTH MARKS NOT SEARCHED FOR.
 OM0752
 OM0752                          STATION RECOVERY (1961)
 OM0752
 OM0752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 OM0752'THIS STATION AND THE REFERENCE MARKS WERE FOUND IN GOOD
 OM0752'CONDITION.  BUT THE AZIMUTH MARK HAS BEEN DISTURBED AND IS
 OM0752'TILTED.  THE LINE OF SIGHT BETWEEN THE STATION MARK AND THE
 OM0752'AZIMUTH MARK IS OBSTRUCTED BY A HANGAR.  THIS INFORMATION
 OM0752'WAS RECEIVED VERBALLY FROM PERSONNEL OF THE FEDERAL AVIATION
 OM0752'AGENCY.
 OM0752
 OM0752                          STATION RECOVERY (1965)
 OM0752
 OM0752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JVT)
 OM0752'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 OM0752'IN QUAD 430882, STATION 1021, AND WERE FOUND TO BE IN GOOD
 OM0752'CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.  IT WAS
 OM0752'REPORTED DESTROYED IN 1961.
 OM0752'
 OM0752'NOTE--THE CURTISS WRIGHT AIRPORT HAS BEEN RENAMED THE TIMMERMAN
 OM0752'AIRPORT.
 OM0752
 OM0752                          STATION RECOVERY (1975)
 OM0752
 OM0752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JWB)
 OM0752'REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED
 OM0752'IN QUAD 430882, STATION 1021.  THE STATION MARK HAS BEEN
 OM0752'DESTROYED, AND THE SUB-SURFACE MARK WAS NOT SEARCHED FOR.
 OM0752
 OM0752                          STATION RECOVERY (1994)
 OM0752
 OM0752'RECOVERY NOTE BY US POWER SQUADRON 1994
 OM0752'MARK NOT FOUND.
 OM0752
 OM0752                          STATION RECOVERY (2001)
 OM0752
 OM0752'RECOVERY NOTE BY US POWER SQUADRON 2001
 OM0752'RECOVERED IN GOOD CONDITION.
 OM0752
 OM0752                          STATION RECOVERY (2004)
 OM0752
 OM0752'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCG)
 OM0752'REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD CONDITION. STATION AND
 OM0752'AZIMUTH MARK NOT SEARCHED FOR (SEE 1965 AND 1975 COMMENTS)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0108 ***********************************************************************
 PN0108  DESIGNATION -  CURVE
 PN0108  PID         -  PN0108
 PN0108  STATE/COUNTY-  WI/BROWN
 PN0108  USGS QUAD   -  SUAMICO (1974)
 PN0108
 PN0108                         *CURRENT SURVEY CONTROL
 PN0108  ___________________________________________________________________
 PN0108* NAD 83(1986)-  44 37 49.     (N)    088 00 53.     (W)     SCALED    
 PN0108* NAVD 88     -       177.389  (meters)     581.98   (feet)  ADJUSTED  
 PN0108  ___________________________________________________________________
 PN0108  GEOID HEIGHT-         -36.24  (meters)                     GEOID03
 PN0108  DYNAMIC HT  -         177.369 (meters)     581.92  (feet)  COMP
 PN0108  MODELED GRAV-     980,501.6   (mgal)                       NAVD 88
 PN0108
 PN0108  VERT ORDER  -  FIRST     CLASS 0
 PN0108
 PN0108.The horizontal coordinates were scaled from a topographic map and have
 PN0108.an estimated accuracy of +/- 6 seconds.
 PN0108
 PN0108.The orthometric height was determined by differential leveling
 PN0108.and adjusted by the National Geodetic Survey in June 1991..
 PN0108
 PN0108.The geoid height was determined by GEOID03.
 PN0108
 PN0108.The dynamic height is computed by dividing the NAVD 88
 PN0108.geopotential number by the normal gravity value computed on the
 PN0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0108.degrees latitude (g = 980.6199 gals.).
 PN0108
 PN0108.The modeled gravity was interpolated from observed gravity values.
 PN0108
 PN0108;                    North         East    Units  Estimated Accuracy
 PN0108;SPC WI C     -    90,480.      757,510.      MT  (+/- 180 meters Scaled)
 PN0108
 PN0108                          SUPERSEDED SURVEY CONTROL
 PN0108
 PN0108.No superseded survey control is available for this station.
 PN0108
 PN0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ195423(NAD 83)
 PN0108_MARKER: I = METAL ROD
 PN0108_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PN0108+WITH SETTING: INFORMATION.
 PN0108_SP_SET: 14 FEET
 PN0108_MAGNETIC: I = MARKER IS A STEEL ROD
 PN0108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PN0108
 PN0108  HISTORY     - Date     Condition        Report By
 PN0108  HISTORY     - UNK      MONUMENTED       USLS
 PN0108  HISTORY     - 1972     GOOD             NGS
 PN0108  HISTORY     - 19940610 GOOD             WI-009
 PN0108  HISTORY     - 20040330 MARK NOT FOUND   USPSQD
 PN0108
 PN0108                          STATION DESCRIPTION
 PN0108
 PN0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PN0108'1 MI E FROM SUAMICO.
 PN0108'ABOUT 1.05 MILES EAST ALONG RIVERSIDE DRIVE FROM THE JUNCTION
 PN0108'OF COUNTY ROAD J AT SUAMICO, AT THE INSIDE OF A CURVE, ON THE
 PN0108'LANW OF A 1 STORY FRAME HOUSE, 30 FEET NORTH OF THE CENTER LINE
 PN0108'OF RIVERSIDE DRIVE, 42.6 FEET SOUTH OF THE SOUTHEAST CORNER
 PN0108'OF THE HOUSE, 11 FEET NORTHWEST OF POWER POLE 19-2520-24E11, 2.1
 PN0108'FEET EAST OF THE SOUTHEAST CORNER OF A GARAGE, 0.2 FOOT NORTH
 PN0108'OF THE EXTENDED CENTER LINE OF THE SOUTH WALL OF THE GARAGE,
 PN0108'ABOUT LEVEL WITH THE ROAD, THE TOP OF AN IRON ROAD THAT IS 4
 PN0108'INCHES BELOW THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A
 PN0108'DEPTH OF 14 FEET.  SECTION 24, T 25 N, R 20 E.
 PN0108
 PN0108                          STATION RECOVERY (1994)
 PN0108
 PN0108'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0108'RECOVERED AS DESCRIBED.  THE ONE STORY FRAME HOUSE IS LOCATED AT 824
 PN0108'RIVERSIDE DR.  ROD IS 19 INCHES BELOW SURFACE AND 11 INCHES FROM THE
 PN0108'TOP OF A 3 1/2 ENCASEMENT PIPE.
 PN0108
 PN0108                          STATION RECOVERY (2004)
 PN0108
 PN0108'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0048 ***********************************************************************
 QM0048  DESIGNATION -  CURVE
 QM0048  PID         -  QM0048
 QM0048  STATE/COUNTY-  WI/OCONTO
 QM0048  USGS QUAD   -  MOUNTAIN (1973)
 QM0048
 QM0048                         *CURRENT SURVEY CONTROL
 QM0048  ___________________________________________________________________
 QM0048* NAD 83(1991)-  45 08 56.13583(N)    088 28 21.41269(W)     ADJUSTED  
 QM0048* NAVD 88     -       280.456  (meters)     920.13   (feet)  ADJUSTED  
 QM0048  ___________________________________________________________________
 QM0048  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 QM0048  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 QM0048  DYNAMIC HT  -         280.427 (meters)     920.03  (feet)  COMP
 QM0048  MODELED GRAV-     980,506.0   (mgal)                       NAVD 88
 QM0048
 QM0048  HORZ ORDER  -  FIRST
 QM0048  VERT ORDER  -  FIRST     CLASS II
 QM0048
 QM0048.The horizontal coordinates were established by classical geodetic methods
 QM0048.and adjusted by the National Geodetic Survey in November 1991..
 QM0048
 QM0048.The orthometric height was determined by differential leveling
 QM0048.and adjusted by the National Geodetic Survey in June 1991..
 QM0048
 QM0048.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0048
 QM0048.The geoid height was determined by GEOID03.
 QM0048
 QM0048.The dynamic height is computed by dividing the NAVD 88
 QM0048.geopotential number by the normal gravity value computed on the
 QM0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0048.degrees latitude (g = 980.6199 gals.).
 QM0048
 QM0048.The modeled gravity was interpolated from observed gravity values.
 QM0048
 QM0048;                    North         East     Units Scale Factor Converg.
 QM0048;SPC WI C     -   147,318.499   720,104.271   MT  0.99995202   +1 04 39.7
 QM0048;SPC WI C     -   483,327.44  2,362,542.10   sFT  0.99995202   +1 04 39.7
 QM0048;UTM  16      - 5,000,549.268   384,236.550   MT  0.99976478   -1 02 38.8
 QM0048
 QM0048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0048!SPC WI C     -   0.99996163  x   0.99995202  =   0.99991366
 QM0048!UTM  16      -   0.99996163  x   0.99976478  =   0.99972642
 QM0048
 QM0048:                Primary Azimuth Mark                     Grid Az
 QM0048:SPC WI C     -  KING                                     004 53 06.7
 QM0048:UTM  16      -  KING                                     007 00 25.2
 QM0048
 QM0048|---------------------------------------------------------------------|
 QM0048| PID    Reference Object                     Distance      Geod. Az  |
 QM0048|                                                           dddmmss.s |
 QM0048| QM0047 KING                                445.066 METERS 0055746.4 |
 QM0048| QM0049 BABE                                376.361 METERS 17335     |
 QM0048|---------------------------------------------------------------------|
 QM0048
 QM0048                          SUPERSEDED SURVEY CONTROL
 QM0048
 QM0048  NAD 83(1986)-  45 08 56.14564(N)    088 28 21.45887(W) AD(       ) 1
 QM0048  NAD 27      -  45 08 56.19300(N)    088 28 21.05800(W) AD(       ) 1
 QM0048  NGVD 29 (??/??/92)  280.459  (m)          920.14   (f) ADJ UNCH    1 2
 QM0048
 QM0048.Superseded values are not recommended for survey control.
 QM0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0048.See file dsdata.txt to determine how the superseded data were derived.
 QM0048
 QM0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8423700549(NAD 83)
 QM0048_MARKER: DS = TRIANGULATION STATION DISK
 QM0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0048
 QM0048  HISTORY     - Date     Condition        Report By
 QM0048  HISTORY     - 1921     MONUMENTED       CGS
 QM0048  HISTORY     - 1922     GOOD             NGS
 QM0048  HISTORY     - 1934     GOOD             NGS
 QM0048  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0048
 QM0048                          STATION DESCRIPTION
 QM0048
 QM0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0048'STATION IS ABOUT 1-3/4 MILES N OF BONITA, 200 METERS N OF
 QM0048'MILEPOST G.B.53, DIRECTLY W OF WHISTLEBOARD FOR ROAD CROSSING,
 QM0048'1-1/2 METERS E OF THE W FENCE LINE, 13.27 METERS, (43.55 FEET)
 QM0048'W OF THE W RAIL ON THE CHICAGO AND NORTHWESTERN RAILWAY
 QM0048'RIGHT-OF-WAY.
 QM0048'
 QM0048'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 QM0048'IN CONCRETE.
 QM0048
 QM0048                          STATION RECOVERY (1922)
 QM0048
 QM0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 QM0048'2.2 MI N FROM BONITA.
 QM0048'ABOUT 2-1/4 MILES NORTH OF BONITA, 200 METERS NORTH OF MILE
 QM0048'POST G.B. 53, DIRECTLY WEST OF WHISTLE-BOARD FOR ROAD CROSSING,
 QM0048'1-1/2 METERS EAST OF THE WEST FENCE LINE, 13.27 METERS, (43.55 FEET)
 QM0048'WEST OF THE WEST RAIL, ON THE C. AND N.W. RY, RIGHT OF WAY.
 QM0048
 QM0048                          STATION RECOVERY (1934)
 QM0048
 QM0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QM0048'RECOVERED IN GOOD CONDITION.
 QM0048
 QM0048                          STATION RECOVERY (1985)
 QM0048
 QM0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0803 ***********************************************************************
 OM0803  DESIGNATION -  CUSHING
 OM0803  PID         -  OM0803
 OM0803  STATE/COUNTY-  WI/WAUKESHA
 OM0803  USGS QUAD   -  OCONOMOWOC EAST (1976)
 OM0803
 OM0803                         *CURRENT SURVEY CONTROL
 OM0803  ___________________________________________________________________
 OM0803* NAD 83(1991)-  43 03 16.05283(N)    088 25 06.73815(W)     ADJUSTED  
 OM0803* NAVD 88     -       297.     (meters)     974.     (feet)  SCALED    
 OM0803  ___________________________________________________________________
 OM0803  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 OM0803  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 OM0803
 OM0803  HORZ ORDER  -  THIRD
 OM0803
 OM0803.The horizontal coordinates were established by classical geodetic methods
 OM0803.and adjusted by the National Geodetic Survey in November 1991..
 OM0803
 OM0803.The orthometric height was scaled from a topographic map.
 OM0803
 OM0803.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0803
 OM0803.The geoid height was determined by GEOID03.
 OM0803
 OM0803;                    North         East     Units Scale Factor Converg.
 OM0803;SPC WI S     -   118,361.926   728,825.899   MT  0.99995076   +1 05 11.9
 OM0803;SPC WI S     -   388,325.75  2,391,156.30   sFT  0.99995076   +1 05 11.9
 OM0803;UTM  16      - 4,767,838.806   384,478.619   MT  0.99976417   -0 58 06.7
 OM0803
 OM0803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0803!SPC WI S     -   0.99995884  x   0.99995076  =   0.99990960
 OM0803!UTM  16      -   0.99995884  x   0.99976417  =   0.99972302
 OM0803
 OM0803:                Primary Azimuth Mark                     Grid Az
 OM0803:SPC WI S     -  HOLY HILL LDY MERCY CH W SPIRE           018 09 01.3
 OM0803:UTM  16      -  HOLY HILL LDY MERCY CH W SPIRE           020 12 19.9
 OM0803
 OM0803|---------------------------------------------------------------------|
 OM0803| PID    Reference Object                     Distance      Geod. Az  |
 OM0803|                                                           dddmmss.s |
 OM0803| OM0786 HOLY HILL LDY MERCY CH W SPIRE      APPROX.22.3 KM 0191413.2 |
 OM0803| OM0787 HOLY HILL LDY MERCY CH E SPIRE      APPROX.22.3 KM 0191650.2 |
 OM0803| OM0791 HARTLAND MUNICIPAL TANK             APPROX. 7.9 KM 0442906.4 |
 OM0803| OM0806 CUSHING 2 1962 AZ MK                403.787 METERS 1041154.0 |
 OM0803| CI8491 CUSHING RM 1                          8.999 METERS 10443     |
 OM0803| OM0800 CUSHING 2                            49.453 METERS 15910     |
 OM0803| CI8492 CUSHING RM 2                          6.353 METERS 19738     |
 OM0803| CI8490 CUSHING AZ MK                                      2941208.5 |
 OM0803|---------------------------------------------------------------------|
 OM0803
 OM0803                          SUPERSEDED SURVEY CONTROL
 OM0803
 OM0803  NAD 83(1986)-  43 03 16.04543(N)    088 25 06.74734(W) AD(       ) 3
 OM0803  NAD 27      -  43 03 16.01229(N)    088 25 06.39649(W) AD(       ) 3
 OM0803
 OM0803.Superseded values are not recommended for survey control.
 OM0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0803.See file dsdata.txt to determine how the superseded data were derived.
 OM0803
 OM0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8447967839(NAD 83)
 OM0803_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0803
 OM0803  HISTORY     - Date     Condition        Report By
 OM0803  HISTORY     - 1957     MONUMENTED       CGS
 OM0803  HISTORY     - 1961     SEE DESCRIPTION  THOMAS
 OM0803  HISTORY     - 1962     SEE DESCRIPTION  CGS
 OM0803  HISTORY     - 19950904 MARK NOT FOUND   USPSQD
 OM0803
 OM0803                          STATION DESCRIPTION
 OM0803
 OM0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 OM0803'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF HARTLAND,
 OM0803'ABOUT 4 MILES NORTHEAST OF DOUSMAN AND ON THE RIGHT-OF-WAY
 OM0803'OF STATE HIGHWAY 30.  IT IS 71 FEET SOUTH OF THE CENTERLINE
 OM0803'OF STATE HIGHWAY 30, 19 FEET NORTH OF A 10 INCH CEDAR TREE,
 OM0803'22 FEET NORTH OF A WHITE WITNESS POST AND 35 FEET NORTHEAST OF A
 OM0803'POWERLINE POLE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 OM0803'CUSHING 1957.
 OM0803'
 OM0803'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 83 AND
 OM0803'30, ABOUT 3 MILES NORTH OF WALES, GO WEST ON HIGHWAY 30 FOR 2.2
 OM0803'MILES TO THE STATION ON THE LEFT, SOUTH SIDE OF THE HIGHWAY.
 OM0803'
 OM0803'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON HIGHWAY
 OM0803'30 FOR 0.35 MILE TO THE MARK ON THE RIGHT, NORTH SIDE OF THE
 OM0803'HIGHWAY.
 OM0803'
 OM0803'REFERENCE MARK 1 IS 72 FEET SOUTH OF THE CENTERLINE OF HIGHWAY
 OM0803'30, 32 FEET NORTHEAST OF A 10 INCH CEDAR TREE AND 39 FEET
 OM0803'NORTHEAST OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND
 OM0803'THE DISK IS STAMPED CUSHING NO 1 1957.
 OM0803'
 OM0803'REFERENCE MARK 2 IS 92 FEET SOUTH OF THE CENTERLINE OF HIGHWAY
 OM0803'30, 3 FEET EAST OF A WHITE WITNESS POST AND 4 FEET WEST OF A
 OM0803'10 INCH CEDAR TREE.  THE MONUMENT IS FLUSH AND THE DISK IS
 OM0803'STAMPED CUSHING NO 2 1957.
 OM0803'
 OM0803'THE AZIMUTH MARK IS 52 FEET NORTH OF THE CENTERLINE OF HIGHWAY
 OM0803'30, 40 FEET EAST OF COUNTY HIGHWAY C (WATERVILLE ROAD), 6 FEET
 OM0803'NORTH OF A WHITE WITNESS POST AND 5 FEET NORTH OF A GUY POLE.
 OM0803'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CUSHING 1957.
 OM0803'
 OM0803'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OM0803
 OM0803                          STATION RECOVERY (1961)
 OM0803
 OM0803'RECOVERY NOTE BY THOMAS ENG AND SURV 1961 (MA)
 OM0803'STATION WAS FOUND UNDISTURBED.
 OM0803
 OM0803                          STATION RECOVERY (1962)
 OM0803
 OM0803'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 OM0803'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 OM0803'FOUND IN GOOD CONDITION.  ROAD CONSTRUCTION WORK ALONG INTERSTATE
 OM0803'94 WILL DESTROY ALL MARKS AT THIS STATION, SO THEY WERE MOVED
 OM0803'AND CUSHING 2 WAS ESTABLISHED.  THE SURFACE MARK FOR THIS STATION
 OM0803'WAS DESTROYED.  FOR DETAILS, SEE THE DESCRIPTION FOR CUSHING
 OM0803'2 1962.
 OM0803
 OM0803                          STATION RECOVERY (1995)
 OM0803
 OM0803'RECOVERY NOTE BY US POWER SQUADRON 1995
 OM0803'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC9045 ***********************************************************************
 AC9045  DESIGNATION -  CUSHING
 AC9045  PID         -  AC9045
 AC9045  STATE/COUNTY-  WI/POLK
 AC9045  USGS QUAD   -  CUSHING (1983)
 AC9045
 AC9045                         *CURRENT SURVEY CONTROL
 AC9045  ___________________________________________________________________
 AC9045* NAD 83(1997)-  45 36 04.06893(N)    092 40 19.59630(W)     ADJUSTED  
 AC9045* NAVD 88     -       290.2    (meters)     952.     (feet)  GPS OBS   
 AC9045  ___________________________________________________________________
 AC9045  X           -    -208,405.757 (meters)                     COMP
 AC9045  Y           -  -4,465,426.783 (meters)                     COMP
 AC9045  Z           -   4,534,528.154 (meters)                     COMP
 AC9045  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 AC9045  ELLIP HEIGHT-         262.98  (meters)          (09/30/02) GPS OBS
 AC9045  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AC9045
 AC9045  HORZ ORDER  -  FIRST
 AC9045  ELLP ORDER  -  SECOND    CLASS I
 AC9045
 AC9045.The horizontal coordinates were established by GPS observations
 AC9045.and adjusted by the National Geodetic Survey in September 2002..
 AC9045
 AC9045.The orthometric height was determined by GPS observations and a
 AC9045.high-resolution geoid model.
 AC9045
 AC9045.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9045
 AC9045.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9045
 AC9045.The ellipsoidal height was determined by GPS observations
 AC9045.and is referenced to NAD 83.
 AC9045
 AC9045.The geoid height was determined by GEOID03.
 AC9045
 AC9045;                    North         East     Units Scale Factor Converg.
 AC9045;SPC WI C     -   199,875.268   391,560.535   MT  1.00002083   -1 53 07.4
 AC9045;SPC WI C     -   655,757.44  1,284,644.86   sFT  1.00002083   -1 53 07.4
 AC9045;UTM  15      - 5,049,784.160   525,571.088   MT  0.99960804   +0 14 03.4
 AC9045
 AC9045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9045!SPC WI C     -   0.99995877  x   1.00002083  =   0.99997960
 AC9045!UTM  15      -   0.99995877  x   0.99960804  =   0.99956683
 AC9045
 AC9045                          SUPERSEDED SURVEY CONTROL
 AC9045
 AC9045  NAD 83(1991)-  45 36 04.06863(N)    092 40 19.59441(W) AD(       ) 1
 AC9045  ELLIP H (06/10/97)  263.01   (m)                       GP(       ) 2 1
 AC9045
 AC9045.Superseded values are not recommended for survey control.
 AC9045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9045.See file dsdata.txt to determine how the superseded data were derived.
 AC9045
 AC9045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2557149784(NAD 83)
 AC9045_MARKER: DD = SURVEY DISK
 AC9045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9045_STAMPING: CUSHING 120
 AC9045_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC9045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9045+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2005
 AC9045
 AC9045  HISTORY     - Date     Condition        Report By
 AC9045  HISTORY     - 1995     MONUMENTED       WI-095
 AC9045  HISTORY     - 20051102 GOOD             WIDT
 AC9045
 AC9045                          STATION DESCRIPTION
 AC9045
 AC9045'DESCRIBED BY POLK COUNTY WISCONSIN 1995 (TEC)
 AC9045'THE STATION IS LOCATED 9.25 MI (14.89 KM) WEST AND 2.25 MI (3.62 KM)
 AC9045'NORTH OF THE TOWN OF LUCK, WISCONSIN IN THE SOUTHWEST QUARTER OF
 AC9045'SOUTHWEST QUARTER OF SECTION 13, T.36N., R.19W, 4TH P.M.  TOWN OF
 AC9045'STERLING, POLK COUNTY.  TO REACH THE STATION FROM THE TOWN OF LUCK,
 AC9045'BEGIN WHERE STATE HIGHWAY 35 INTERSECTS COUNTY TRUNK HIGHWAY N, GO
 AC9045'WEST ALONG COUNTY TRUNK HIGHWAY N 9.25 MI (14.89 KM) TO THE
 AC9045'INTERSECTION OF COUNTY TRUNK HIGHWAY N AND STATE HIGHWAY 87, GO NORTH
 AC9045'2.25 MI (3.62 KM) TO THE STATION.  THE STATION IS LOCATED
 AC9045'APPROXIMATELY, 250 FEET (76.2 M) NORTH OF FENCE, 15 FEET (4.6 M) WEST
 AC9045'OF RIGHT OF WAY, 71 FEET (21.6 M) EAST OF CENTERLINE STATE HIGHWAY 87,
 AC9045'8 FEET (2.4 M) EAST OF TOP SLOPE.  THE STATION IS A BRASS CAP, SET IN
 AC9045'A 1.3 FOOT (0.4 M) DIAMETER BY 6 FOOT (1.8 M) DEEP CONCRETE MONUMENT
 AC9045'FLUSH WITH GROUND SURFACE.  A PLASTIC WITNESS POST IS SET 2 FEET (0.6
 AC9045'M) FROM THE STATION.
 AC9045
 AC9045                          STATION RECOVERY (2005)
 AC9045
 AC9045'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AC9045'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 0.1 MILE
 AC9045'NORTH OF 270TH AVENUE AND 1.0 M EAST, 1.0 M SOUTHWEST, AND 1.0 M
 AC9045'NORTHWEST OF THREE ORANGE 4X4 PLASTIC GUARD POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0800 ***********************************************************************
 OM0800  DESIGNATION -  CUSHING 2
 OM0800  PID         -  OM0800
 OM0800  STATE/COUNTY-  WI/WAUKESHA
 OM0800  USGS QUAD   -  OCONOMOWOC EAST (1976)
 OM0800
 OM0800                         *CURRENT SURVEY CONTROL
 OM0800  ___________________________________________________________________
 OM0800* NAD 83(1991)-  43 03 14.55501(N)    088 25 05.96119(W)     ADJUSTED  
 OM0800* NAVD 88     -       297.     (meters)     974.     (feet)  SCALED    
 OM0800  ___________________________________________________________________
 OM0800  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 OM0800  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 OM0800
 OM0800  HORZ ORDER  -  THIRD
 OM0800
 OM0800.The horizontal coordinates were established by classical geodetic methods
 OM0800.and adjusted by the National Geodetic Survey in November 1991..
 OM0800
 OM0800.The orthometric height was scaled from a topographic map.
 OM0800
 OM0800.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0800
 OM0800.The geoid height was determined by GEOID03.
 OM0800
 OM0800;                    North         East     Units Scale Factor Converg.
 OM0800;SPC WI S     -   118,316.049   728,844.354   MT  0.99995081   +1 05 12.4
 OM0800;SPC WI S     -   388,175.24  2,391,216.85   sFT  0.99995081   +1 05 12.4
 OM0800;UTM  16      - 4,767,792.304   384,495.415   MT  0.99976412   -0 58 06.2
 OM0800
 OM0800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0800!SPC WI S     -   0.99995884  x   0.99995081  =   0.99990965
 OM0800!UTM  16      -   0.99995884  x   0.99976412  =   0.99972297
 OM0800
 OM0800:                Primary Azimuth Mark                     Grid Az
 OM0800:SPC WI S     -  HOLY HILL LDY MERCY CH W SPIRE           018 04 07.8
 OM0800:UTM  16      -  HOLY HILL LDY MERCY CH W SPIRE           020 07 26.4
 OM0800
 OM0800|---------------------------------------------------------------------|
 OM0800| PID    Reference Object                     Distance      Geod. Az  |
 OM0800|                                                           dddmmss.s |
 OM0800| OM0786 HOLY HILL LDY MERCY CH W SPIRE      APPROX.22.4 KM 0190920.2 |
 OM0800| OM0791 HARTLAND MUNICIPAL TANK             APPROX. 7.9 KM 0440940.9 |
 OM0800| OM0806 CUSHING 2 1962 AZ MK                377.582 METERS 09802     |
 OM0800| CI8493 CUSHING 2 RM 3                        9.638 METERS 10341     |
 OM0800| CI8494 CUSHING 2 RM 4                       28.301 METERS 28534     |
 OM0800| OM0803 CUSHING                              49.453 METERS 33910     |
 OM0800|---------------------------------------------------------------------|
 OM0800
 OM0800                          SUPERSEDED SURVEY CONTROL
 OM0800
 OM0800  NAD 83(1986)-  43 03 14.54710(N)    088 25 05.97011(W) AD(       ) 3
 OM0800  NAD 27      -  43 03 14.51402(N)    088 25 05.61931(W) AD(       ) 3
 OM0800
 OM0800.Superseded values are not recommended for survey control.
 OM0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0800.See file dsdata.txt to determine how the superseded data were derived.
 OM0800
 OM0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8449567792(NAD 83)
 OM0800_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0800_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OM0800_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0800+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2002
 OM0800
 OM0800  HISTORY     - Date     Condition        Report By
 OM0800  HISTORY     - 1962     MONUMENTED       CGS
 OM0800  HISTORY     - 20021010 GOOD             USPSQD
 OM0800
 OM0800                          STATION DESCRIPTION
 OM0800
 OM0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CJB)
 OM0800'STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF HARTLAND AND
 OM0800'4 MILES NORTHEAST OF DOUSMAN ALONG THE SOUTH RIGHT-OF-WAY
 OM0800'OF INTERSTATE HIGHWAY 94, AND ABOUT 2 AND 1/4 MILES WEST OF
 OM0800'THE JUNCTION OF STATE HIGHWAY 83, 164 FEET SOUTH OF THE MEDIUM
 OM0800'OF INTERSTATE HIGHWAY 94, 122 FEET SOUTH OF THE CENTERLINE
 OM0800'OF THE EASTBOUND LANE, 26 FEET WEST OF A POWER POLE, AND 1 FOOT
 OM0800'EAST OF A WOODEN WITNESS POST.  THE MARK PROJECTS 2 INCHES
 OM0800'AND THE DISK IS STAMPED CUSHING 2 1962.
 OM0800'
 OM0800'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 OM0800'94 AND STATE HIGHWAY 83, ABOUT 3 MILES NORTH OF WALES, GO WEST
 OM0800'ON INTERSTATE HIGHWAY 94 (FORMERLY U.S. HIGHWAY 30) FOR 2.2
 OM0800'MILES TO THE STATION ON THE LEFT OR SOUTH SIDE OF THE HIGHWAY.
 OM0800'
 OM0800'REFERENCE MARK NO. 3 IS 162 FEET SOUTH OF THE MEDIUM OF INTERSTATE
 OM0800'HIGHWAY 94, 5 FEET EAST OF A POWER POLE, AND 1 FOOT WEST OF A
 OM0800'WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 OM0800'STAMPED CUSHING 2 NO 3 1962.
 OM0800'
 OM0800'REFERENCE MARK NO. 4 IS 162 FEET SOUTH OF THE MEDIUM OF INTERSTATE
 OM0800'HIGHWAY 94, 118 FEET WEST OF A POWER POLE, AND 1 FOOT EAST OF A
 OM0800'WOODEN WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK
 OM0800'IS STAMPED CUSHING 2 NO 4 1962.
 OM0800'
 OM0800'AZIMUTH MARK IS 0.25 MILE EAST OF THE STATION, 174 FEET SOUTH
 OM0800'OF THE MEDIUM OF INTERSTATE HIGHWAY 94, 100 FEET NORTH OF THE
 OM0800'CENTER OF HUNTINGTON ROAD EXTENDED EAST, 95 FEET EAST OF THE
 OM0800'CENTER OF CUSHING MEMORIAL ROAD, 74 FEET SOUTH OF A RIGHT-OF-WAY
 OM0800'POST FOR THE HIGHWAY, AND 1 FOOT NORTH OF A WOODEN WITNESS
 OM0800'POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 OM0800'CUSHING 2 1962.
 OM0800'
 OM0800'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 OM0800'ACCESS ROAD TO INTERSTATE HIGHWAY 94 FOR 0.25 MILE TO A
 OM0800'NORTH-SOUTH ROAD (CUSHING MEMORIAL ROAD) AND THE AZIMUTH MARK
 OM0800'AS DESCRIBED.
 OM0800'
 OM0800'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OM0800
 OM0800                          STATION RECOVERY (2002)
 OM0800
 OM0800'RECOVERY NOTE BY US POWER SQUADRON 2002 (RK)
 OM0800'MARK FOUND IN GOOD CONDITION.  LOCATION OF MARKER WAS 5 FEET SOUTH
 OM0800'EAST OF WOODEN WITNESS AND NOT 1 FOOT EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0806 ***********************************************************************
 OM0806  DESIGNATION -  CUSHING 2 1962 AZ MK
 OM0806  PID         -  OM0806
 OM0806  STATE/COUNTY-  WI/WAUKESHA
 OM0806  USGS QUAD   -  OCONOMOWOC EAST (1976)
 OM0806
 OM0806                         *CURRENT SURVEY CONTROL
 OM0806  ___________________________________________________________________
 OM0806* NAD 83(1991)-  43 03 12.84305(N)    088 24 49.44065(W)     ADJUSTED  
 OM0806* NAVD 88     -       297.     (meters)     974.     (feet)  SCALED    
 OM0806  ___________________________________________________________________
 OM0806  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 OM0806  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 OM0806
 OM0806  HORZ ORDER  -  THIRD
 OM0806
 OM0806.The horizontal coordinates were established by classical geodetic methods
 OM0806.and adjusted by the National Geodetic Survey in November 1991..
 OM0806
 OM0806.The orthometric height was scaled from a topographic map.
 OM0806
 OM0806.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0806
 OM0806.The geoid height was determined by GEOID03.
 OM0806
 OM0806;                    North         East     Units Scale Factor Converg.
 OM0806;SPC WI S     -   118,270.332   729,219.140   MT  0.99995086   +1 05 23.7
 OM0806;SPC WI S     -   388,025.25  2,392,446.46   sFT  0.99995086   +1 05 23.7
 OM0806;UTM  16      - 4,767,733.187   384,868.250   MT  0.99976306   -0 57 54.8
 OM0806
 OM0806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0806!SPC WI S     -   0.99995884  x   0.99995086  =   0.99990970
 OM0806!UTM  16      -   0.99995884  x   0.99976306  =   0.99972191
 OM0806
 OM0806|---------------------------------------------------------------------|
 OM0806| PID    Reference Object                     Distance      Geod. Az  |
 OM0806|                                                           dddmmss.s |
 OM0806| OM0800 CUSHING 2                           377.582 METERS 27803     |
 OM0806| OM0803 CUSHING                             403.787 METERS 2841205.8 |
 OM0806|---------------------------------------------------------------------|
 OM0806
 OM0806                          SUPERSEDED SURVEY CONTROL
 OM0806
 OM0806  NAD 83(1986)-  43 03 12.83517(N)    088 24 49.44919(W) AD(       ) 3
 OM0806  NAD 27      -  43 03 12.80211(N)    088 24 49.09890(W) AD(       ) 3
 OM0806
 OM0806.Superseded values are not recommended for survey control.
 OM0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0806.See file dsdata.txt to determine how the superseded data were derived.
 OM0806
 OM0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8486867733(NAD 83)
 OM0806_MARKER: DD = SURVEY DISK
 OM0806_SETTING: 0 = UNSPECIFIED SETTING
 OM0806_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0806_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0806+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2004
 OM0806
 OM0806  HISTORY     - Date     Condition        Report By
 OM0806  HISTORY     - 1962     MONUMENTED       CGS
 OM0806  HISTORY     - 20021010 GOOD             USPSQD
 OM0806  HISTORY     - 20041113 GOOD             USPSQD
 OM0806
 OM0806                          STATION DESCRIPTION
 OM0806
 OM0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CJB)
 OM0806'STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF HARTLAND AND 4 MILES
 OM0806'NORTHEAST OF DOUSMAN ALONG THE SOUTH RIGHT-OF-WAY OF INTERSTATE
 OM0806'HIGHWAY 94, AND ABOUT 2 AND 1/4 MILES WEST OF THE JUNCTION OF STATE
 OM0806'HIGHWAY 83.
 OM0806'
 OM0806'AZIMUTH MARK IS 0.25 MILE EAST OF THE STATION, 174 FEET SOUTH OF THE
 OM0806'MEDIUM OF INTERSTATE HIGHWAY 94, 100 FEET NORTH OF THE CENTER OF
 OM0806'HUNTINGTON ROAD EXTENDED EAST, 95 FEET EAST OF THE CENTER OF
 OM0806'CUSHING MEMORIAL ROAD, 74 FEET SOUTH OF A RIGHT-OF-WAY POST FOR THE
 OM0806'HIGHWAY, AND 1 FOOT NORTH OF A WOODEN WITNESS POST.  THE
 OM0806'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED CUSHING 2 1962.
 OM0806'
 OM0806'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE ACCESS
 OM0806'ROAD TO INTERSTATE HIGHWAY 94 FOR 0.25 MILE TO A NORTH-SOUTH ROAD
 OM0806'(CUSHING MEMORIAL ROAD) AND THE AZIMUTH MARK AS DESCRIBED.
 OM0806
 OM0806                          STATION RECOVERY (2002)
 OM0806
 OM0806'RECOVERY NOTE BY US POWER SQUADRON 2002 (RK)
 OM0806'MARK RECOVERED IN GOOD CONDITION 161 FEET NORTH OF CENTER OF
 OM0806'HUNTINGTON ROAD.  CUSHING MEMORIAL ROAD HAS BEEN RENAMED CUSHING PARK
 OM0806'ROAD.
 OM0806
 OM0806                          STATION RECOVERY (2004)
 OM0806
 OM0806'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHB)
 OM0806'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1027 ***********************************************************************
 PN1027  DESIGNATION -  CUSTER
 PN1027  PID         -  PN1027
 PN1027  STATE/COUNTY-  WI/PORTAGE
 PN1027  USGS QUAD   -  POLONIA (1986)
 PN1027
 PN1027                         *CURRENT SURVEY CONTROL
 PN1027  ___________________________________________________________________
 PN1027* NAD 83(1991)-  44 31 33.82116(N)    089 24 09.80297(W)     ADJUSTED  
 PN1027* NAVD 88     -       397.9    (meters)    1305.     (feet)  VERTCON   
 PN1027  ___________________________________________________________________
 PN1027  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 PN1027  GEOID HEIGHT-         -35.97  (meters)                     GEOID03
 PN1027
 PN1027  HORZ ORDER  -  FIRST
 PN1027
 PN1027.The horizontal coordinates were established by classical geodetic methods
 PN1027.and adjusted by the National Geodetic Survey in November 1991..
 PN1027
 PN1027.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1027
 PN1027.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1027
 PN1027.The geoid height was determined by GEOID03.
 PN1027
 PN1027;                    North         East     Units Scale Factor Converg.
 PN1027;SPC WI C     -    77,149.151   647,477.648   MT  0.99995927   +0 25 17.1
 PN1027;SPC WI C     -   253,113.51  2,124,266.25   sFT  0.99995927   +0 25 17.1
 PN1027;UTM  16      - 4,933,112.111   309,073.023   MT  1.00004831   -1 41 07.4
 PN1027
 PN1027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1027!SPC WI C     -   0.99994325  x   0.99995927  =   0.99990253
 PN1027!UTM  16      -   0.99994325  x   1.00004831  =   0.99999156
 PN1027
 PN1027:                Primary Azimuth Mark                     Grid Az
 PN1027:SPC WI C     -  CUSTER AZ MK                             206 03 40.1
 PN1027:UTM  16      -  CUSTER AZ MK                             208 10 04.6
 PN1027
 PN1027|---------------------------------------------------------------------|
 PN1027| PID    Reference Object                     Distance      Geod. Az  |
 PN1027|                                                           dddmmss.s |
 PN1027| PN1028 CUSTER AZ MK                        474.039 METERS 2062857.2 |
 PN1027| CJ4468 CUSTER RM 1                          13.688 METERS 21538     |
 PN1027| CJ4469 CUSTER RM 2                          23.876 METERS 31711     |
 PN1027|---------------------------------------------------------------------|
 PN1027
 PN1027                          SUPERSEDED SURVEY CONTROL
 PN1027
 PN1027  NAD 83(1986)-  44 31 33.81913(N)    089 24 09.81267(W) AD(       ) 1
 PN1027  NAD 27      -  44 31 33.91981(N)    089 24 09.39592(W) AD(       ) 1
 PN1027  NGVD 29 (07/19/86)  397.9    (m)         1305.     (f) VERT ANG       
 PN1027
 PN1027.Superseded values are not recommended for survey control.
 PN1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1027.See file dsdata.txt to determine how the superseded data were derived.
 PN1027
 PN1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ0907333112(NAD 83)
 PN1027_MARKER: DH = HORIZONTAL CONTROL DISK
 PN1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1027_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PN1027_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PN1027
 PN1027  HISTORY     - Date     Condition        Report By
 PN1027  HISTORY     - 1980     MONUMENTED       NGS
 PN1027  HISTORY     - 19950904 GOOD             USPSQD
 PN1027
 PN1027                          STATION DESCRIPTION
 PN1027
 PN1027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (EDW)
 PN1027'THE STATION IS LOCATED ABOUT 9 MILES EAST OF STEVENS POINT, 7-1/2
 PN1027'MILES NORTHWEST OF AMHERST, 2 MILES NORTHEAST OF CUSTER.
 PN1027'OWNERSHIP--MR. GEORGE ANDREWS, ROUTE 1, BOX 269,
 PN1027'CUSTER, WISCONSIN, PHONE NUMBER 592-4331.
 PN1027'
 PN1027'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 10 AND
 PN1027'COUNTY ROUTE KK IN THE SMALL COMMUNITY OF CUSTER, GO NORTH ON
 PN1027'COUNTY ROUTE KK FOR 0.7 MILE TO THE JUNCTION OF COUNTY ROUTE
 PN1027'Q AND K ON THE RIGHT.  TURN RIGHT AND GO EAST ON THE PAVED ROAD
 PN1027'FOR 0.95 MILE TO EDGEWOOD ROAD ON THE LEFT AND THE AZIMUTH
 PN1027'MARK AS DESCRIBED.  TURN LEFT AND GO NORTH ON THE PAVED ROAD
 PN1027'FOR 0.15 MILE TO A DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO
 PN1027'EAST ON THE DRIVEWAY FOR 0.05 MILE TO THE HOME OF MR. GEORGE
 PN1027'ANDREWS.  BEAR LEFT AND GO NORTH AND NORTHEAST ON A TRACK ROAD
 PN1027'FOR 0.25 MILE TO A GAP IN A FENCE LINE.  PASS THROUGH THE GAP,
 PN1027'TURN RIGHT AND GO SOUTHERLY ACROSS AN OPEN AREA ON A DIM TRACK
 PN1027'ROAD FOR 0.10 MILE TO THE TOP OF THE WEST END OF A SMALL RIDGE
 PN1027'AND THE STATION AS DESCRIBED.
 PN1027'
 PN1027'THE STATION IS A STANDARD NGS DISK
 PN1027'STAMPED---CUSTER 1980---,
 PN1027'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN1027'PROJECTING 3 CM ABOVE THE GROUND.  IT IS LOCATED
 PN1027'27.13 METERS (89.0 FT) EAST FROM A ROCK FENCE AND
 PN1027'4.27 METERS (14.0 FT) WEST FROM A 4 BY 4 FEET BOULDER PROJECTING
 PN1027'2 FEET ABOVE GROUND ON THE WEST SIDE.
 PN1027'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 PN1027'STAMPED---CUSTER 1980---,
 PN1027'SET INTO AN IRREGULAR MASS OF CONCRETE 1.5 METERS BELOW THE SURFACE.
 PN1027'
 PN1027'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 PN1027'STAMPED---CUSTER NO 1 1980---,
 PN1027'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 0.80 METERS
 PN1027'LARGEST DIMENSION.  IT IS LOCATED
 PN1027'18.61 METERS (61.0 FT) EAST FROM A ROCK FENCE AND
 PN1027'12.36 METERS (40.6 FT) WEST FROM A FENCE LINE.
 PN1027'MARK IS BELOW STATION 0.60 METERS.
 PN1027'
 PN1027'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 PN1027'STAMPED---CUSTER NO 2 1980---,
 PN1027'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 0.60 METERS
 PN1027'LARGEST DIMENSION.  IT IS LOCATED
 PN1027'28.04 METERS (92.0 FT) WEST FROM A 4 BY 4 FEET BOULDER PROJECTING
 PN1027'2 FEET ABOVE THE GROUND ON THE WEST SIDE AND
 PN1027'9.762 METERS (32.0 FT) EAST FROM A ROCK FENCE.
 PN1027'MARK IS BELOW STATION 0.60 METERS.
 PN1027'
 PN1027'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 PN1027'STAMPED---CUSTER 1980---,
 PN1027'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN1027'PROJECTING 3 CM ABOVE THE GROUND.  IT IS LOCATED
 PN1027'23.18 METERS (76.0 FT) NORTH FROM THE CENTER OF COUNTY ROUTE K
 PN1027'AND Q,
 PN1027'9.455 METERS (31.0 FT) WEST FROM THE CENTER OF EDGEWOOD ROAD,
 PN1027'1.25 METERS (5.0 FT) NORTH FROM A METAL WITNESS POST AND
 PN1027'1.07 METERS (3.6 FT) NORTH FROM UTILITY POLE NUMBER 24927.
 PN1027'
 PN1027'AZIMUTH MARK NUMBER 1 HAS AN UNDERGROUND MARK WHICH IS A STANDARD
 PN1027'NGS AZIMUTH MARK DISK STAMPED---CUSTER 1980---, SET INTO
 PN1027'THE TOP OF AN
 PN1027'IRREGULAR MASS OF CONCRETE 1.5 METERS BELOW THE SURFACE.
 PN1027'
 PN1027'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 15.0 METERS.
 PN1027
 PN1027                          STATION RECOVERY (1995)
 PN1027
 PN1027'RECOVERY NOTE BY US POWER SQUADRON 1995
 PN1027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1028 ***********************************************************************
 PN1028  DESIGNATION -  CUSTER AZ MK
 PN1028  PID         -  PN1028
 PN1028  STATE/COUNTY-  WI/PORTAGE
 PN1028  USGS QUAD   -  POLONIA (1986)
 PN1028
 PN1028                         *CURRENT SURVEY CONTROL
 PN1028  ___________________________________________________________________
 PN1028* NAD 83(1991)-  44 31 20.07520(N)    089 24 19.37524(W)     ADJUSTED  
 PN1028* NAVD 88     -       370.8    (meters)    1217.     (feet)  VERTCON   
 PN1028  ___________________________________________________________________
 PN1028  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 PN1028  GEOID HEIGHT-         -35.96  (meters)                     GEOID03
 PN1028
 PN1028  HORZ ORDER  -  SECOND
 PN1028
 PN1028.The horizontal coordinates were established by classical geodetic methods
 PN1028.and adjusted by the National Geodetic Survey in November 1991..
 PN1028
 PN1028.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1028
 PN1028.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1028
 PN1028.The geoid height was determined by GEOID03.
 PN1028
 PN1028;                    North         East     Units Scale Factor Converg.
 PN1028;SPC WI C     -    76,723.327   647,269.397   MT  0.99995968   +0 25 10.4
 PN1028;SPC WI C     -   251,716.45  2,123,583.01   sFT  0.99995968   +0 25 10.4
 PN1028;UTM  16      - 4,932,694.193   308,849.239   MT  1.00004936   -1 41 13.7
 PN1028
 PN1028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1028!SPC WI C     -   0.99994750  x   0.99995968  =   0.99990718
 PN1028!UTM  16      -   0.99994750  x   1.00004936  =   0.99999686
 PN1028
 PN1028                          SUPERSEDED SURVEY CONTROL
 PN1028
 PN1028  NAD 83(1986)-  44 31 20.07316(N)    089 24 19.38492(W) AD(       ) 2
 PN1028  NAD 27      -  44 31 20.17396(N)    089 24 18.96835(W) AD(       ) 2
 PN1028  NGVD 29 (07/19/86)  370.8    (m)         1217.     (f) VERT ANG       
 PN1028
 PN1028.Superseded values are not recommended for survey control.
 PN1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1028.See file dsdata.txt to determine how the superseded data were derived.
 PN1028
 PN1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ0884932694(NAD 83)
 PN1028_MARKER: DZ = AZIMUTH MARK DISK
 PN1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN1028_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PN1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1028+STABILITY: SURFACE MOTION
 PN1028
 PN1028  HISTORY     - Date     Condition        Report By
 PN1028  HISTORY     - 1980     MONUMENTED       NGS
 PN1028  HISTORY     - 19950904 GOOD             USPSQD
 PN1028  HISTORY     - 20040111 MARK NOT FOUND   USPSQD
 PN1028
 PN1028                          STATION DESCRIPTION
 PN1028
 PN1028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (EDW)
 PN1028'THE STATION IS LOCATED ABOUT 9 MILES EAST OF STEVENS POINT,
 PN1028'7-1/2 MILES NORTHWEST OF AMHERST, 1-1/2 MILES NORTHEAST OF
 PN1028'CUSTER AND ON ROAD RIGHT-OF-WAY.
 PN1028'OWNERSHIP--STATE OF WISCONSIN.
 PN1028'
 PN1028'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 10 AND
 PN1028'COUNTY ROUTE KK IN THE SMALL COMMUNITY OF CUSTER, GO NORTH ON
 PN1028'COUNTY ROUTE KK FOR 0.7 MILE TO THE JUNCTION OF COUNTY ROUTE
 PN1028'Q AND K ON THE RIGHT.  TURN RIGHT AND GO EAST ON THE PAVED ROAD
 PN1028'FOR 0.95 MILE TO EDGEWOOD ROAD ON THE LEFT AND THE STATION ON
 PN1028'THE LEFT AS DESCRIBED.
 PN1028'
 PN1028'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 PN1028'STAMPED---CUSTER 1980---,
 PN1028'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN1028'PROJECTING 3 CM ABOVE THE GROUND.  IT IS LOCATED
 PN1028'23.18 METERS (76 FT) NORTH FROM THE CENTER OF COUNTY ROUTE Q AND
 PN1028'K,
 PN1028'9.455 METERS (31 FT) WEST FROM THE CENTER OF EDGEWOOD ROAD,
 PN1028'1.25 METERS (5 FT) NORTH FROM A METAL WITNESS POST AND
 PN1028'1.07 METERS (3.6 FT) NORTH FROM A UTILITY POLE NUMBER 24927.
 PN1028'THE UNDERGROUND MARK IS A STANDARD NGS AZIMUTH MARK DISK
 PN1028'STAMPED---CUSTER 1980---, SET INTO THE TOP OF AN IRREGULAR MASS OF
 PN1028'CONCRETE ABOUT 1.5 METERS BELOW THE SURFACE.
 PN1028'
 PN1028'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THERE WERE NO
 PN1028'REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 PN1028'
 PN1028'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
 PN1028'
 PN1028'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 PN1028'CUSTER USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 PN1028
 PN1028                          STATION RECOVERY (1995)
 PN1028
 PN1028'RECOVERY NOTE BY US POWER SQUADRON 1995
 PN1028'RECOVERED IN GOOD CONDITION.
 PN1028
 PN1028                          STATION RECOVERY (2004)
 PN1028
 PN1028'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN1028'NOT FOUND.  NOTE-- THE WITNESS POST IS NOT PRESENT AND THE UTILITY
 PN1028'POLE NUMBER 24927 IS ON THE EAST SIDE OF THE EDGEWOOD ROAD.  THE
 PN1028'DESCRIPTION WOULD SUGGEST THAT THE UTILITY POLE IS ON THE WEST SIDE OF
 PN1028'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1280 ***********************************************************************
 NH1280  DESIGNATION -  CUT
 NH1280  PID         -  NH1280
 NH1280  STATE/COUNTY-  WI/ROCK
 NH1280  USGS QUAD   -  SHOPIERE (1976)
 NH1280
 NH1280                         *CURRENT SURVEY CONTROL
 NH1280  ___________________________________________________________________
 NH1280* NAD 83(1991)-  42 32 15.98578(N)    088 56 25.30935(W)     ADJUSTED  
 NH1280* NAVD 88     -       262.     (meters)     860.     (feet)  SCALED    
 NH1280  ___________________________________________________________________
 NH1280  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 NH1280  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 NH1280
 NH1280  HORZ ORDER  -  SECOND
 NH1280
 NH1280.The horizontal coordinates were established by classical geodetic methods
 NH1280.and adjusted by the National Geodetic Survey in November 1991..
 NH1280
 NH1280.The orthometric height was scaled from a topographic map.
 NH1280
 NH1280.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1280
 NH1280.The geoid height was determined by GEOID03.
 NH1280
 NH1280;                    North         East     Units Scale Factor Converg.
 NH1280;SPC WI S     -    60,295.951   687,050.199   MT  1.00004517   +0 43 41.1
 NH1280;SPC WI S     -   197,820.97  2,254,097.19   sFT  1.00004517   +0 43 41.1
 NH1280;SPC IL W     -   652,543.062   800,734.945   MT  1.00006598   +0 49 44.9
 NH1280;SPC IL W     - 2,140,885.03  2,627,077.90   sFT  1.00006598   +0 49 44.9
 NH1280;SPC IL E     -   652,014.825   250,133.912   MT  1.00000558   -0 24 37.5
 NH1280;SPC IL E     - 2,139,151.97    820,647.68   sFT  1.00000558   -0 24 37.5
 NH1280;UTM  16      - 4,711,311.908   340,661.148   MT  0.99991237   -1 18 43.6
 NH1280
 NH1280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1280!SPC WI S     -   0.99996420  x   1.00004517  =   1.00000937
 NH1280!SPC IL W     -   0.99996420  x   1.00006598  =   1.00003018
 NH1280!SPC IL E     -   0.99996420  x   1.00000558  =   0.99996978
 NH1280!UTM  16      -   0.99996420  x   0.99991237  =   0.99987657
 NH1280
 NH1280|---------------------------------------------------------------------|
 NH1280| PID    Reference Object                     Distance      Geod. Az  |
 NH1280|                                                           dddmmss.s |
 NH1280| NH1281 ASHLAND                             385.841 METERS 10029     |
 NH1280| NH1278 CAVE                                197.646 METERS 24832     |
 NH1280| CI8495 CUT RM                               15.500 METERS 26254     |
 NH1280|---------------------------------------------------------------------|
 NH1280
 NH1280                          SUPERSEDED SURVEY CONTROL
 NH1280
 NH1280  NAD 83(1986)-  42 32 15.98321(N)    088 56 25.31326(W) AD(       ) 2
 NH1280  NAD 27      -  42 32 15.92800(N)    088 56 24.92200(W) AD(       ) 2
 NH1280
 NH1280.Superseded values are not recommended for survey control.
 NH1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1280.See file dsdata.txt to determine how the superseded data were derived.
 NH1280
 NH1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4066111312(NAD 83)
 NH1280_MARKER: Z = SEE DESCRIPTION
 NH1280_SETTING: 0 = UNSPECIFIED SETTING
 NH1280
 NH1280  HISTORY     - Date     Condition        Report By
 NH1280  HISTORY     - 1920     MONUMENTED       CGS
 NH1280  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH1280
 NH1280                          STATION DESCRIPTION
 NH1280
 NH1280'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH1280'STATION IS LOCATED ABOUT 5-5/8 MILES E OF BELOIT, ON THE N
 NH1280'SIDE OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 NH1280'TRACK, 7/8 MILE E OF THE RAILROAD STATION AT PORTER, ON THE
 NH1280'N EDGE OF A ROCKY CUT, 90 YARDS W OF RAILROAD BRIDGE NO. E
 NH1280'184 AND 6.17 METERS (20.24 FEET) N OF THE N RAIL.  STATION
 NH1280'AND REFERENCE MARKS ARE PINE STAKES 2 BY 4 INCHES IN SIZE.
 NH1280'REFERENCE MARK IS ON THE SAME SIDE OF THE TRACK, NEAR THE
 NH1280'FENCE LINE, 15.50 METERS (50.85 FEET) FROM THE STATION.
 NH1280'S 82 DEG 55 MIN W.
 NH1280
 NH1280                          STATION RECOVERY (2001)
 NH1280
 NH1280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1280'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP2176 ***********************************************************************
 PP2176  DESIGNATION -  CUT
 PP2176  PID         -  PP2176
 PP2176  STATE/COUNTY-  WI/DUNN
 PP2176  USGS QUAD   -  KNAPP (1974)
 PP2176
 PP2176                         *CURRENT SURVEY CONTROL
 PP2176  ___________________________________________________________________
 PP2176* NAD 83(1991)-  44 55 12.58548(N)    092 01 06.40697(W)     ADJUSTED  
 PP2176* NAVD 88     -       288.1    (meters)     945.     (feet)  VERTCON   
 PP2176  ___________________________________________________________________
 PP2176  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 PP2176  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 PP2176
 PP2176  HORZ ORDER  -  SECOND
 PP2176
 PP2176.The horizontal coordinates were established by classical geodetic methods
 PP2176.and adjusted by the National Geodetic Survey in March 1999..
 PP2176
 PP2176.The NAVD 88 height was computed by applying the VERTCON shift value to
 PP2176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PP2176
 PP2176.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP2176
 PP2176.The geoid height was determined by GEOID03.
 PP2176
 PP2176;                    North         East     Units Scale Factor Converg.
 PP2176;SPC WI C     -   122,747.677   440,656.843   MT  0.99994100   -1 25 27.0
 PP2176;SPC WI C     -   402,714.67  1,445,721.66   sFT  0.99994100   -1 25 27.0
 PP2176;UTM  15      - 4,974,550.128   577,468.816   MT  0.99967380   +0 41 35.3
 PP2176
 PP2176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP2176!SPC WI C     -   0.99995964  x   0.99994100  =   0.99990064
 PP2176!UTM  15      -   0.99995964  x   0.99967380  =   0.99963345
 PP2176
 PP2176:                Primary Azimuth Mark                     Grid Az
 PP2176:SPC WI C     -  HINTZMAN                                 084 48 38.1
 PP2176:UTM  15      -  HINTZMAN                                 082 41 35.8
 PP2176
 PP2176|---------------------------------------------------------------------|
 PP2176| PID    Reference Object                     Distance      Geod. Az  |
 PP2176|                                                           dddmmss.s |
 PP2176| PO0767 HINTZMAN                            APPROX. 8.5 KM 0832311.1 |
 PP2176| CJ4000 CUT RM 1                             16.498 METERS 12701     |
 PP2176| CJ4001 CUT RM 2                             13.763 METERS 27157     |
 PP2176|---------------------------------------------------------------------|
 PP2176
 PP2176                          SUPERSEDED SURVEY CONTROL
 PP2176
 PP2176  NAD 83(1991)-  44 55 12.58237(N)    092 01 06.40620(W) AD(       ) 2
 PP2176  NAD 83(1986)-  44 55 12.57755(N)    092 01 06.41505(W) AD(       ) 2
 PP2176  NAD 27      -  44 55 12.70928(N)    092 01 05.76910(W) AD(       ) 2
 PP2176  NGVD 29 (07/19/86)  288.1    (m)          945.     (f) VERT ANG       
 PP2176
 PP2176.Superseded values are not recommended for survey control.
 PP2176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2176.See file dsdata.txt to determine how the superseded data were derived.
 PP2176
 PP2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK7746974550(NAD 83)
 PP2176_MARKER: DD = SURVEY DISK
 PP2176_SETTING: 0 = UNSPECIFIED SETTING
 PP2176
 PP2176  HISTORY     - Date     Condition        Report By
 PP2176  HISTORY     - 1972     MONUMENTED       USGS
 PP2176
 PP2176                          STATION DESCRIPTION
 PP2176
 PP2176'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (JSA)
 PP2176'STATION IS ABOUT 2.5 MI. S. AND 3 MI. E. OF KNOPP, T. 28 N.,
 PP2176'R. 13 W., NEAR CENTER SE 1/4 SEC. 12.
 PP2176'
 PP2176'TO REACH FROM JUNCTIONS OF STATE HIGHWAY 12 AND COUNTY HIGHWAY
 PP2176'Q IN KNOPP, GO 28 MI. SSW. ON COUNTY HIGHWAY Q TO JUNCTION OF
 PP2176'U.S. HIGHWAY 94, GO E. ON U.S. HIGHWAY 94 FOR ABOUT 4.9 MI. TO
 PP2176'CUT BANK APPROXIMATELY 30 FT. HIGH ON RIGHT.  STATION IS ON CREST
 PP2176'OF CUT BANK.
 PP2176'
 PP2176'STATION MARK STAMPED ET CUT 1972 IS 97 FT. S. CENTER LINE
 PP2176'S. LANE DIVIDED HWY. (U.S. 94), 58 FT. N. E.-W. FENCE LINE.  STATION
 PP2176'IS FLUSH WITH SURFACE.
 PP2176'
 PP2176'REFERENCE MARK NO. 1 STAMPED CUT NO 1 1972 IS 54 FT. SE. OF
 PP2176'STATION, 24 FT. N. OF E.-W. FENCE, 133 FT. S. CENTER LINE S. LANE
 PP2176'DIVIDED HWY. (U.S. 94).
 PP2176'
 PP2176'REFERENCE MARK NO. 2 STAMPED CUT NO 2 1972 IS 45 FT. W. OF
 PP2176'STATION, 60 FT. N. E.-W. FENCE, 96 FT. S. CENTER LINE S. LANE
 PP2176'DIVIDED HWY. (U.S. 94).
 PP2176'
 PP2176'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2-IN. COPPER COATED
 PP2176'RODS, CENTERED IN 6-IN. DIAMETER PLASTIC PIPE, 12 IN. LONG AND
 PP2176'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  ALL MARKS ARE FLUSH
 PP2176'WITH SURFACE.
 PP2176'
 PP2176'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0575 ***********************************************************************
 PO0575  DESIGNATION -  CUT
 PO0575  PID         -  PO0575
 PO0575  STATE/COUNTY-  WI/MONROE
 PO0575  USGS QUAD   -  TUNNEL CITY (1983)
 PO0575
 PO0575                         *CURRENT SURVEY CONTROL
 PO0575  ___________________________________________________________________
 PO0575* NAD 83(1991)-  44 00 18.87878(N)    090 33 21.25272(W)     ADJUSTED  
 PO0575* NAVD 88     -       328.     (meters)    1076.     (feet)  SCALED    
 PO0575  ___________________________________________________________________
 PO0575  LAPLACE CORR-          -6.57  (seconds)                    DEFLEC99
 PO0575  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 PO0575
 PO0575  HORZ ORDER  -  FIRST
 PO0575
 PO0575.The horizontal coordinates were established by classical geodetic methods
 PO0575.and adjusted by the National Geodetic Survey in March 1999..
 PO0575
 PO0575.The orthometric height was scaled from a topographic map.
 PO0575
 PO0575.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0575
 PO0575.The geoid height was determined by GEOID03.
 PO0575
 PO0575;                    North         East     Units Scale Factor Converg.
 PO0575;SPC WI S     -   222,918.367   555,417.882   MT  0.99998810   -0 22 55.1
 PO0575;SPC WI S     -   731,358.01  1,822,233.50   sFT  0.99998810   -0 22 55.1
 PO0575;UTM  15      - 4,875,359.529   695,938.154   MT  1.00007221   +1 41 54.6
 PO0575
 PO0575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0575!SPC WI S     -   0.99995386  x   0.99998810  =   0.99994196
 PO0575!UTM  15      -   0.99995386  x   1.00007221  =   1.00002607
 PO0575
 PO0575                          SUPERSEDED SURVEY CONTROL
 PO0575
 PO0575  NAD 83(1991)-  44 00 18.87793(N)    090 33 21.25282(W) AD(       ) 1
 PO0575  NAD 83(1986)-  44 00 18.87844(N)    090 33 21.25985(W) AD(       ) 1
 PO0575  NAD 27      -  44 00 19.00400(N)    090 33 20.78000(W) AD(       ) 1
 PO0575
 PO0575.Superseded values are not recommended for survey control.
 PO0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0575.See file dsdata.txt to determine how the superseded data were derived.
 PO0575
 PO0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9593875360(NAD 83)
 PO0575_MARKER: DS = TRIANGULATION STATION DISK
 PO0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0575_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PO0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0575+STABILITY: SURFACE MOTION
 PO0575
 PO0575  HISTORY     - Date     Condition        Report By
 PO0575  HISTORY     - 1926     MONUMENTED       CGS
 PO0575  HISTORY     - 1926     GOOD             CGS
 PO0575  HISTORY     - 1926     GOOD             CGS
 PO0575
 PO0575                          STATION DESCRIPTION
 PO0575
 PO0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PO0575'STATION IS LOCATED ON TOP OF BANK OF DEEP CUT ON THE FIRST
 PO0575'CURVE E OF TUNNEL CITY, ABOUT 35 FEET ABOVE THE TRACK AT THE
 PO0575'POINT OF INTERSECTION OF THE TANGENTS OF THE S RAIL FROM THE
 PO0575'E AND THE N RAIL FROM THE W, 10.44 METERS S OF S RIGHT-OF-WAY
 PO0575'FENCE.
 PO0575'
 PO0575'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 PO0575'IN CONCRETE POSTS.
 PO0575
 PO0575                          STATION RECOVERY (1926)
 PO0575
 PO0575'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (TRB)
 PO0575'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 PO0575'ADEQUATE.
 PO0575
 PO0575                          STATION RECOVERY (1926)
 PO0575
 PO0575'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PO0575'1969, USGS STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5478 ***********************************************************************
 DH5478  DESIGNATION -  CUTLER C GPS
 DH5478  PID         -  DH5478
 DH5478  STATE/COUNTY-  WI/JUNEAU
 DH5478  USGS QUAD   -  CUTLER (1980)
 DH5478
 DH5478                         *CURRENT SURVEY CONTROL
 DH5478  ___________________________________________________________________
 DH5478* NAD 83(1997)-  44 01 31.53371(N)    090 14 11.55819(W)     ADJUSTED  
 DH5478* NAVD 88     -                                                        
 DH5478  ___________________________________________________________________
 DH5478  X           -     -18,964.864 (meters)                     COMP
 DH5478  Y           -  -4,593,651.808 (meters)                     COMP
 DH5478  Z           -   4,410,295.044 (meters)                     COMP
 DH5478  LAPLACE CORR-          -7.19  (seconds)                    DEFLEC99
 DH5478  ELLIP HEIGHT-         246.95  (meters)          (08/01/05) GPS OBS
 DH5478  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 DH5478
 DH5478  HORZ ORDER  -  FIRST
 DH5478  ELLP ORDER  -  SECOND    CLASS I
 DH5478
 DH5478.The horizontal coordinates were established by GPS observations
 DH5478.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5478
 DH5478
 DH5478.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5478
 DH5478.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5478
 DH5478.The ellipsoidal height was determined by GPS observations
 DH5478.and is referenced to NAD 83.
 DH5478
 DH5478.The geoid height was determined by GEOID03.
 DH5478
 DH5478;                    North         East     Units Scale Factor Converg.
 DH5478;SPC WI S     -   225,039.103   581,035.994   MT  0.99999188   -0 09 45.1
 DH5478;SPC WI S     -   738,315.79  1,906,282.26   sFT  0.99999188   -0 09 45.1
 DH5478;UTM  15      - 4,878,410.076   721,466.039   MT  1.00020328   +1 55 16.7
 DH5478
 DH5478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5478!SPC WI S     -   0.99996128  x   0.99999188  =   0.99995316
 DH5478!UTM  15      -   0.99996128  x   1.00020328  =   1.00016455
 DH5478
 DH5478                          SUPERSEDED SURVEY CONTROL
 DH5478
 DH5478.No superseded survey control is available for this station.
 DH5478
 DH5478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ2146678410(NAD 83)
 DH5478_MARKER: DD = SURVEY DISK
 DH5478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5478_STAMPING: CUTLER C GPS 2004
 DH5478_MARK LOGO: WIDT  
 DH5478_PROJECTION: FLUSH
 DH5478_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5478+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH5478
 DH5478  HISTORY     - Date     Condition        Report By
 DH5478  HISTORY     - 2003     MONUMENTED       WIDT
 DH5478  HISTORY     - 20051228 GOOD             WIDT
 DH5478
 DH5478                          STATION DESCRIPTION
 DH5478
 DH5478'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5478'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  THE STATION IS
 DH5478'LOCATED AT THE  INTERSECTION OF STATE HIGHWAY 21 WITH COUNTY HIGHWAY M
 DH5478'AND CUTLER DRIVE ABOUT 8 MI  WEST OF THE VILLAGE OF NECEDAH.  THE
 DH5478'STATION IS A  BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH5478'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DH5478'CONCRETE POST ABOUT 1 M  BELOW THE HIGHWAY PAVEMENT.  THE STATION IS
 DH5478'25.7 M SOUTH OF THE CENTERLINE OF STATE  HIGHWAY 21, 20.1 M NORTHWEST
 DH5478'OF A POWERPOLE, 19.1 M NORTH OF A WOOD POST FOR A --NO  PASSING ZONE--
 DH5478'SIGN, 15.7 M EAST OF THE CENTERLINE OF COUNTY HIGHWAY M, 1.0 M SOUTH
 DH5478'OF AN  ORANGE 4X4  PLASTIC WITNESS POST, 1.0 M EAST OF AN  ORANGE 4X4
 DH5478'PLASTIC WITNESS POST AND 1.0 M NORTHWEST OF AN ORANGE 4X4 PLASTIC
 DH5478'WITNESS POST.   ---NOTE---THIS  STATION HAS NO VISIBLE  OBSTRUCTIONS
 DH5478'EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DH5478
 DH5478                          STATION RECOVERY (2005)
 DH5478
 DH5478'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5478'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0104 ***********************************************************************
 PO0104  DESIGNATION -  CUTLER RESET
 PO0104  PID         -  PO0104
 PO0104  STATE/COUNTY-  WI/JUNEAU
 PO0104  USGS QUAD   -  CUTLER (1980)
 PO0104
 PO0104                         *CURRENT SURVEY CONTROL
 PO0104  ___________________________________________________________________
 PO0104* NAD 83(1991)-  44 01 30.43767(N)    090 14 14.00010(W)     ADJUSTED  
 PO0104* NAVD 88     -       281.90   (+/-2cm)     924.9    (feet)  VERTCON   
 PO0104  ___________________________________________________________________
 PO0104  LAPLACE CORR-          -7.19  (seconds)                    DEFLEC99
 PO0104  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 PO0104
 PO0104  HORZ ORDER  -  FIRST
 PO0104  VERT ORDER  -  THIRD (See Below)
 PO0104
 PO0104.The horizontal coordinates were established by classical geodetic methods
 PO0104.and adjusted by the National Geodetic Survey in November 1991..
 PO0104
 PO0104.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0104.The vertical order pertains to the NGVD 29 superseded value.
 PO0104
 PO0104.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0104
 PO0104.The geoid height was determined by GEOID03.
 PO0104
 PO0104;                    North         East     Units Scale Factor Converg.
 PO0104;SPC WI S     -   225,005.429   580,981.517   MT  0.99999183   -0 09 46.8
 PO0104;SPC WI S     -   738,205.31  1,906,103.53   sFT  0.99999183   -0 09 46.8
 PO0104;UTM  15      - 4,878,374.436   721,412.811   MT  1.00020299   +1 55 15.0
 PO0104
 PO0104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0104!SPC WI S     -   0.99996122  x   0.99999183  =   0.99995305
 PO0104!UTM  15      -   0.99996122  x   1.00020299  =   1.00016421
 PO0104
 PO0104|---------------------------------------------------------------------|
 PO0104| PID    Reference Object                     Distance      Geod. Az  |
 PO0104|                                                           dddmmss.s |
 PO0104| CJ4470 CUTLER RM 1                          66.930 METERS 09243     |
 PO0104| PO0105 CUTLER RM 3                           4.475 METERS 13127     |
 PO0104| CJ4471 CUTLER RM 2                          13.925 METERS 24241     |
 PO0104|---------------------------------------------------------------------|
 PO0104
 PO0104                          SUPERSEDED SURVEY CONTROL
 PO0104
 PO0104  NAD 83(1986)-  44 01 30.43606(N)    090 14 14.00758(W) AD(       ) 1
 PO0104  NGVD 29 (09/01/04)  281.92   (m)          924.9    (f) RESET       3  
 PO0104
 PO0104.Superseded values are not recommended for survey control.
 PO0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0104.See file dsdata.txt to determine how the superseded data were derived.
 PO0104
 PO0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ2141378374(NAD 83)
 PO0104_MARKER: DB = BENCH MARK DISK
 PO0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0104_STAMPING: CUTLER 1926 1973
 PO0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0104+STABILITY: SURFACE MOTION
 PO0104
 PO0104  HISTORY     - Date     Condition        Report By
 PO0104  HISTORY     - 1973     MONUMENTED       NGS
 PO0104  HISTORY     - 1985     MARK NOT FOUND   NGS
 PO0104  HISTORY     - 20030519 MARK NOT FOUND   USPSQD
 PO0104
 PO0104                          STATION DESCRIPTION
 PO0104
 PO0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PO0104'8.2 MI W FROM NECEDAH.
 PO0104'8.25 MILES WEST ALONG STATE HIGHWAY 21 FROM ITS JUNCTION WITH
 PO0104'STATE HIGHWAY 80 AT NECEDAH TO THE JUNCTION OF COUNTY RD. M
 PO0104'AND THE MARK, AT THE SITE OF THE OLD CUTLER RAILWAY STATION,
 PO0104'ON RAILROAD RIGHT-OF-WAY, 47 FEET NORTHEAST OF A TELEPHONE POLE,
 PO0104'3 FEET NORTHEAST OF A METAL WITNESS POST, 5 FEET SOUTH OF THE
 PO0104'SOUTH RAIL OF RAILROAD TRACK, 160 FEET WEST OF THE CENTERLINE OF
 PO0104'RD. M, 249 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 21 AND SET IN
 PO0104'THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.
 PO0104
 PO0104                          STATION RECOVERY (1985)
 PO0104
 PO0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PO0104'A CONCRETE POST WAS FOUND ON TOP OF THE GROUND WITH THE DISK MISSING.
 PO0104
 PO0104                          STATION RECOVERY (2003)
 PO0104
 PO0104'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PO0104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1157 ***********************************************************************
 PN1157  DESIGNATION -  CWA
 PN1157  PID         -  PN1157
 PN1157  STATE/COUNTY-  WI/MARATHON
 PN1157  USGS QUAD   -  MOSINEE (1982)
 PN1157
 PN1157                         *CURRENT SURVEY CONTROL
 PN1157  ___________________________________________________________________
 PN1157* NAD 83(1997)-  44 47 08.59027(N)    089 40 18.25329(W)     ADJUSTED  
 PN1157* NAVD 88     -       392.9    (meters)    1289.     (feet)  GPS OBS   
 PN1157  ___________________________________________________________________
 PN1157  X           -      25,980.100 (meters)                     COMP
 PN1157  Y           -  -4,534,577.184 (meters)                     COMP
 PN1157  Z           -   4,470,730.766 (meters)                     COMP
 PN1157  LAPLACE CORR-          -5.84  (seconds)                    DEFLEC99
 PN1157  ELLIP HEIGHT-         357.84  (meters)          (04/28/99) GPS OBS
 PN1157  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 PN1157
 PN1157  HORZ ORDER  -  A
 PN1157  ELLP ORDER  -  THIRD     CLASS I
 PN1157
 PN1157.This mark is at Central Wisconsin Airport (CWA)
 PN1157
 PN1157.The horizontal coordinates were established by GPS observations
 PN1157.and adjusted by the National Geodetic Survey in April 1999..
 PN1157
 PN1157.The orthometric height was determined by GPS observations and a
 PN1157.high-resolution geoid model.
 PN1157
 PN1157.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PN1157
 PN1157.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1157
 PN1157.The ellipsoidal height was determined by GPS observations
 PN1157.and is referenced to NAD 83.
 PN1157
 PN1157.The geoid height was determined by GEOID03.
 PN1157
 PN1157;                    North         East     Units Scale Factor Converg.
 PN1157;SPC WI C     -   105,880.095   625,977.208   MT  0.99994195   +0 13 53.8
 PN1157;SPC WI C     -   347,374.95  2,053,726.89   sFT  0.99994195   +0 13 53.8
 PN1157;UTM  16      - 4,962,619.749   288,642.180   MT  1.00014936   -1 52 58.1
 PN1157
 PN1157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1157!SPC WI C     -   0.99994390  x   0.99994195  =   0.99988585
 PN1157!UTM  16      -   0.99994390  x   1.00014936  =   1.00009325
 PN1157
 PN1157:                Primary Azimuth Mark                     Grid Az
 PN1157:SPC WI C     -  WESTON POWER PLANT NO 3 STACK            011 45 50.6
 PN1157:UTM  16      -  WESTON POWER PLANT NO 3 STACK            013 52 42.5
 PN1157
 PN1157|---------------------------------------------------------------------|
 PN1157| PID    Reference Object                     Distance      Geod. Az  |
 PN1157|                                                           dddmmss.s |
 PN1157| PN1153 WESTON POWER PLANT NO 3 STACK       APPROX. 8.2 KM 0115944.4 |
 PN1157| PN1156 AIRPORT BCN CENTRAL WI APT           10.852 METERS 14427     |
 PN1157| CJ4472 CWA RM 1                             10.260 METERS 14517     |
 PN1157| CJ4473 CWA RM 2                             13.531 METERS 23729     |
 PN1157| PN1155 MOSINEE MUN TANK                    APPROX. 1.0 KM 2934455.7 |
 PN1157| PN1168 RIB MTN TV WSAU WAOW MAST           APPROX.15.1 KM 3535512.3 |
 PN1157|---------------------------------------------------------------------|
 PN1157
 PN1157                          SUPERSEDED SURVEY CONTROL
 PN1157
 PN1157  NAD 83(1991)-  44 47 08.59072(N)    089 40 18.25272(W) AD(       ) 1
 PN1157  NAD 83(1986)-  44 47 08.59020(N)    089 40 18.26220(W) AD(       ) 1
 PN1157  NAD 27      -  44 47 08.70075(N)    089 40 17.81956(W) AD(       ) 1
 PN1157  NGVD 29 (07/19/86)  392.85   (m)         1288.9    (f) LEVELING    3  
 PN1157
 PN1157.Superseded values are not recommended for survey control.
 PN1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1157.See file dsdata.txt to determine how the superseded data were derived.
 PN1157
 PN1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ8864262620(NAD 83)
 PN1157_MARKER: DH = HORIZONTAL CONTROL DISK
 PN1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1157_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PN1157_STAMPING: CWA 1980
 PN1157_MARK LOGO: NGS   
 PN1157_PROJECTION: FLUSH
 PN1157_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN1157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1157+STABILITY: SURFACE MOTION
 PN1157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN1157+SATELLITE: SATELLITE OBSERVATIONS - December 10, 1997
 PN1157
 PN1157  HISTORY     - Date     Condition        Report By
 PN1157  HISTORY     - 1980     MONUMENTED       NGS
 PN1157  HISTORY     - 19971210 GOOD             NGS
 PN1157  HISTORY     - 19980602 MARK NOT FOUND   WIDT
 PN1157  HISTORY     - 20020123 MARK NOT FOUND   USPSQD
 PN1157
 PN1157                          STATION DESCRIPTION
 PN1157
 PN1157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 PN1157'THE STATION IS LOCATED ABOUT 1-1/2 MILES EAST OF MOSINEE AND
 PN1157'ALONG THE SOUTH SIDE OF STATE HIGHWAY 153 AT THE NORTH EDGE OF
 PN1157'THE CENTRAL WISCONSIN AIRPORT.
 PN1157'OWNERSHIP--CENTRAL WISCONSIN AIRPORT,
 PN1157'CHARLES V. VOUAUX-DIRECTOR OF OPERATIONS, ROUTE 2 BOX 43-1,
 PN1157'CENTRAL WISCONSIN AIRPORT, MOSINEE, WISCONSIN 54455,
 PN1157'PHONE NUMBER (715) 693-2147.
 PN1157'
 PN1157'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND
 PN1157'STATE HIGHWAY 153 ABOUT 1 MILE EAST OF MOSINEE, GO EAST ON STATE
 PN1157'HIGHWAY 153 FOR 0.3 MILE TO THE ENTRANCE TO THE CENTRAL WISCONSIN
 PN1157'AIRPORT ON THE RIGHT, CONTINUE EAST ON THE HIGHWAY FOR 0.5 MILES
 PN1157'TO THE STATION ON THE RIGHT AT THE AIRPORT BEACON.
 PN1157'
 PN1157'THE STATION IS A STANDARD NGS DISK
 PN1157'STAMPED---CWA 1980---,
 PN1157'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN1157'FLUSH WITH GROUND.  IT IS LOCATED
 PN1157'43.59 METERS (143.0 FT) SOUTH FROM THE CENTER OF HIGHWAY 153,
 PN1157'19.69 METERS (64.6 FT) SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNER
 PN1157'OF A FENCE AROUND A GAS MAIN VALVE, AND
 PN1157'10.03 METERS (32.9 FT) NORTHWEST FROM THE NORTHWEST CORNER OF THE
 PN1157'CONCRETE FOUNDATION OF THE AIRPORT BEACON AND THE STATION IS
 PN1157'ABOUT 6 FEET LOWER THAN THE HIGHWAY.
 PN1157'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 PN1157'STAMPED---CWA 1980---,
 PN1157'SET INTO AN IRREGULAR MASS OF CONCRETE 1.4 METERS BELOW THE SURFACE.
 PN1157'
 PN1157'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 PN1157'STAMPED---CWA NO 1 1980---,
 PN1157'CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER OF THE CONCRETE BASE
 PN1157'OF THE AIRPORT BEACON AND ABOUT 4-1/2 FEET LOWER THAN THE HIGHWAY.
 PN1157'NO LOCATION MEASUREMENTS WERE MADE TO THIS REFERENCE MARK.
 PN1157'MARK IS ABOVE STATION 0.61 METERS.
 PN1157'
 PN1157'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 PN1157'STAMPED---CWA NO 2 1980---,
 PN1157'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN1157'FLUSH WITH GROUND.  IT IS LOCATED
 PN1157'50.90 METERS (167.0 FT) SOUTH FROM THE CENTER OF HIGHWAY 153,
 PN1157'31.78 METERS (104.2 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF A
 PN1157'FENCE AROUND A GAS MAIN VALVE AND
 PN1157'17.10 METERS (56.1 FT) WEST FROM THE NORTHWEST CORNER OF THE
 PN1157'CONCRETE FOUNDATION OF THE AIRPORT BEACON AND ABOUT 7 FEET LOWER
 PN1157'THAN THE HIGHWAY.
 PN1157'MARK IS LEVEL WITH STATION.
 PN1157'
 PN1157'TRK WIDT IS A STANDARD WIDT DISK
 PN1157'STAMPED---TRK 1980---,
 PN1157'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 46 CM IN DIAMETER
 PN1157'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 PN1157'34.4 METERS (113 FT) WEST FROM THE CENTER OF THE SOUTH
 PN1157'BOUND LANE OF HIGHWAY 51, 7.0 METERS (23 FT) SOUTHEAST
 PN1157'FROM THE NORTH BRACE POST OF THREE, 6.9 METERS (22.8 FT)
 PN1157'NORTHEAST FROM THE FIRST FENCE POST SOUTH OF THE SOUTH
 PN1157'BRACE POST, 5.9 METERS (19.5 FT) EAST-NORTHEAST FROM
 PN1157'THE EAST LEG OF BILLBOARD WITH SIGN (HOT FISH SHOP),
 PN1157'4.3 METERS (14 FT) EAST FROM THE RIGHT-OF-WAY FENCE
 PN1157'LINE AND 0.76 METERS (2.5 FT) WEST FROM A METAL WITNESS
 PN1157'POST.
 PN1157'MARK IS 2.1 METERS (7 FT) HIGHER THAN THE HIGHWAY.
 PN1157'
 PN1157'A TRAVERSE CONNECTION WAS MADE TO TRK WIDT USING
 PN1157'ELECTRONIIC DISTANCE MEASURING EQUIPMENT.  THIS WILL
 PN1157'SERVE AS THE AZIMUTH MARK.
 PN1157'TO REACH TRK WIDT FROM THE JUNCTION OF U.S. HIGHWAY 51
 PN1157'AND STATE HIGHWAY 153, GO SOUTH ALONG U.S. HIGHWAY 51
 PN1157'FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 PN1157'
 PN1157'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 3.5 METERS.
 PN1157
 PN1157                          STATION RECOVERY (1997)
 PN1157
 PN1157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 PN1157'NOTE--THIS IS THE PRIMARY AIRPORT CONTROL (PAC) STATION FOR THE
 PN1157'MOSINEE CENTRAL WISCONSIN (CWA) AIRPORT.  THE STATION IS LOCATED ABOUT
 PN1157'20.0 MI (32.2 KM) NORTH OF STEVENS POINT, 12.0 MI (19.3 KM) SOUTH OF
 PN1157'WAUSAU, AND 1.0 MI (1.6 KM) EAST OF MOSINEE NEAR THE AIRPORT BEACON IN
 PN1157'THE PASSENGER PARKING LOT OF THE CENTRAL WISCONSIN AIRPORT.
 PN1157'OWNERSHIP-- CENTRAL WISCONSIN AIRPORT AT 200 CWA DRIVE, SUITE 201,
 PN1157'MOSINEE, WISCONSIN 54455-9675.  AIRPORT MANAGER IS JAMES HANSFORD.  TO
 PN1157'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 51/INTERSTATE
 PN1157'HIGHWAY 39 AND STATE HIGHWAY 153 (EXIT 179) GO EAST ON STATE HIGHWAY
 PN1157'153 FOR 0.3 MI (0.5 KM) TO THE ENTRANCE TO THE CENTRAL WISCONSIN
 PN1157'AIRPORT.  CONTINUE AHEAD ON HIGHWAY 153 FOR 0.05 MI (0.08 KM) TO THE
 PN1157'STATION ON THE RIGHT.  THE STATION IS 39.3 M (128.9 FT) SOUTH OF THE
 PN1157'MEDIAN CENTER OF THE EAST/WEST BOUND LANES OF STATE HIGHWAY 153, 26.2
 PN1157'M (86.0 FT) SOUTH OF THE SOUTH CURB OF THE EAST BOUND LANES OF HIGHWAY
 PN1157'153, 15.65 M (51.35 FT) NORTH-NORTHEAST OF THE CENTER OF THE CONCRETE
 PN1157'BASE OF AN OVERHEAD LIGHT POLE, 10.03 M (32.91 FT) NORTHWEST OF THE
 PN1157'NORTHWEST CORNER OF THE CONCRETE BASE OF THE AIRPORT BEACON (SAME
 PN1157'CORNER AS RM 1 IS LOCATED) , AND 4.6 M (15.1 FT) NORTHEAST OF THE
 PN1157'NORTHEAST EDGE OF PARKING LOT PAVEMENT. STATION IS SET INTO THE TOP OF
 PN1157'A 30.0 CM ROUND CONCRETE MONUMENT SET FLUSH WITH THE GROUND AND IS
 PN1157'ABOUT 2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--AIRPORT
 PN1157'PERSONNEL REPORT THAT FUTURE EXPANSION PLANS FOR THE PARKING LOT MAY
 PN1157'RESULT IN THE DESTRUCTION OF THIS STATION.
 PN1157
 PN1157                          STATION RECOVERY (1998)
 PN1157
 PN1157'RECOVERY NOTE BY WI DEPT OF TRANSP 1998 (GRS)
 PN1157'A CONSULTING FIRM HAS REPORTED TO WIDT THAT THE STATION WAS DESTROYED
 PN1157'DURING PARKING LOT EXPANSION IN JUNE 1998.
 PN1157
 PN1157                          STATION RECOVERY (2002)
 PN1157
 PN1157'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN1157'THE STATION AND REFERENCE MARK 2 WERE NOT RECOVERED BECAUSE THEY ARE
 PN1157'UNDER AN EXPANDED PAVED PARKING LOT.  REFERENCE MARK 1 WAS RECOVERED
 PN1157'AND HAS BEEN PAINTED YELLOW ALONG WITH THE BEACON CONCRETE BASE. THE
 PN1157'STAMPING ON RM 1 IS DIFFICULT TO READ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0336 ***********************************************************************
 NJ0336  DESIGNATION -  D 1
 NJ0336  PID         -  NJ0336
 NJ0336  STATE/COUNTY-  WI/GRANT
 NJ0336  USGS QUAD   -  STITZER (1962)
 NJ0336
 NJ0336                         *CURRENT SURVEY CONTROL
 NJ0336  ___________________________________________________________________
 NJ0336* NAD 83(1986)-  42 58 36.     (N)    090 32 45.     (W)     SCALED    
 NJ0336* NAVD 88     -       357.620  (meters)    1173.29   (feet)  ADJUSTED  
 NJ0336  ___________________________________________________________________
 NJ0336  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 NJ0336  DYNAMIC HT  -         357.514 (meters)    1172.94  (feet)  COMP
 NJ0336  MODELED GRAV-     980,314.5   (mgal)                       NAVD 88
 NJ0336
 NJ0336  VERT ORDER  -  FIRST     CLASS II
 NJ0336
 NJ0336.The horizontal coordinates were scaled from a topographic map and have
 NJ0336.an estimated accuracy of +/- 6 seconds.
 NJ0336
 NJ0336.The orthometric height was determined by differential leveling
 NJ0336.and adjusted by the National Geodetic Survey in June 1991..
 NJ0336
 NJ0336.The geoid height was determined by GEOID03.
 NJ0336
 NJ0336.The dynamic height is computed by dividing the NAVD 88
 NJ0336.geopotential number by the normal gravity value computed on the
 NJ0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0336.degrees latitude (g = 980.6199 gals.).
 NJ0336
 NJ0336.The modeled gravity was interpolated from observed gravity values.
 NJ0336
 NJ0336;                    North         East    Units  Estimated Accuracy
 NJ0336;SPC WI S     -   108,640.      555,480.      MT  (+/- 180 meters Scaled)
 NJ0336
 NJ0336                          SUPERSEDED SURVEY CONTROL
 NJ0336
 NJ0336  NGVD 29 (??/??/92)  357.680  (m)         1173.49   (f) ADJ UNCH    1 2
 NJ0336
 NJ0336.Superseded values are not recommended for survey control.
 NJ0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0336.See file dsdata.txt to determine how the superseded data were derived.
 NJ0336
 NJ0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH001611(NAD 83)
 NJ0336_MARKER: Q = CHISELED SQUARE
 NJ0336_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0336_SP_SET: SIDEWALK
 NJ0336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0336
 NJ0336  HISTORY     - Date     Condition        Report By
 NJ0336  HISTORY     - UNK      MONUMENTED       DOD
 NJ0336  HISTORY     - 1934     GOOD             NGS
 NJ0336  HISTORY     - 19980923 MARK NOT FOUND   USPSQD
 NJ0336
 NJ0336                          STATION DESCRIPTION
 NJ0336
 NJ0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NJ0336'AT PRESTON.
 NJ0336'AT PRESTON, GRANT COUNTY, 20 YARDS EAST OF THE CHICAGO AND NORTH
 NJ0336'WESTERN RAILWAY STATION, ON THE SIDEWALK LEADING SOUTH FROM THE
 NJ0336'TRACK, 20 YARDS SOUTH OF THE TRACK, AND ON THE NORTHEAST CORNER
 NJ0336'OF THE THIRD LARGE CONCRETE BLOCK SOUTH OF THE NORTH END.  A
 NJ0336'CHISELED SQUARE.
 NJ0336
 NJ0336                          STATION RECOVERY (1998)
 NJ0336
 NJ0336'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0336'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0447 ***********************************************************************
 PM0447  DESIGNATION -  D 1 MICH WIS MINN SURVEY MARK
 PM0447  PID         -  PM0447
 PM0447  STATE/COUNTY-  WI/MANITOWOC
 PM0447  USGS QUAD   -  TWO RIVERS (1978)
 PM0447
 PM0447                         *CURRENT SURVEY CONTROL
 PM0447  ___________________________________________________________________
 PM0447* NAD 83(1991)-  44 12 37.08303(N)    087 30 32.63367(W)     ADJUSTED  
 PM0447* NAVD 88     -       181.     (meters)     594.     (feet)  SCALED    
 PM0447  ___________________________________________________________________
 PM0447  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 PM0447  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 PM0447
 PM0447  HORZ ORDER  -  SECOND
 PM0447
 PM0447.The horizontal coordinates were established by classical geodetic methods
 PM0447.and adjusted by the National Geodetic Survey in November 1991..
 PM0447
 PM0447.The orthometric height was scaled from a topographic map.
 PM0447
 PM0447.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0447
 PM0447.The geoid height was determined by GEOID03.
 PM0447
 PM0447;                    North         East     Units Scale Factor Converg.
 PM0447;SPC WI S     -   248,528.054   799,058.211   MT  1.00003235   +1 42 41.5
 PM0447;SPC WI S     -   815,379.12  2,621,576.81   sFT  1.00003235   +1 42 41.5
 PM0447;UTM  16      - 4,895,356.906   459,330.596   MT  0.99962034   -0 21 17.9
 PM0447
 PM0447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0447!SPC WI S     -   0.99997730  x   1.00003235  =   1.00000965
 PM0447!UTM  16      -   0.99997730  x   0.99962034  =   0.99959765
 PM0447
 PM0447                          SUPERSEDED SURVEY CONTROL
 PM0447
 PM0447  NAD 83(1986)-  44 12 37.06977(N)    087 30 32.62099(W) AD(       ) 2
 PM0447  NAD 27      -  44 12 37.08500(N)    087 30 32.34100(W) AD(       ) 2
 PM0447
 PM0447.Superseded values are not recommended for survey control.
 PM0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0447.See file dsdata.txt to determine how the superseded data were derived.
 PM0447
 PM0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP5933195357(NAD 83)
 PM0447_MARKER: DD = SURVEY DISK
 PM0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0447_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PM0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0447+STABILITY: SURFACE MOTION
 PM0447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0447+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 PM0447
 PM0447  HISTORY     - Date     Condition        Report By
 PM0447  HISTORY     - 1953     MONUMENTED       LOCSUR
 PM0447  HISTORY     - 20021101 GOOD             USPSQD
 PM0447  HISTORY     - 20040305 GOOD             USPSQD
 PM0447  HISTORY     - 20050306 GOOD             USPSQD
 PM0447  HISTORY     - 20050725 GOOD             WIDT
 PM0447
 PM0447                          STATION DESCRIPTION
 PM0447
 PM0447'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1953 (ELJ)
 PM0447'D 1 MICH.-WISC.-MINN. SURVEY MARK
 PM0447'IS 103 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE RESIDENCE OF THE
 PM0447'LIGHTHOUSE TENDER, 56 FEET NORTH OF THE NORTHWEST CORNER OF A
 PM0447'GARAGE AND 14 FEET EAST OF THE CENTER OF THE GRAVEL ROAD.  THE MARK
 PM0447'IS AN 8X8 INCH CONCRETE POST, PROJECTING ABOUT 12 INCHES WITH A
 PM0447'BRASS MICHIGAN-WISCONSIN-MINNESOTA JOINT SURVEY COMMISSION
 PM0447'DISK IN THE TOP STAMPED D 1.
 PM0447
 PM0447                          STATION RECOVERY (2002)
 PM0447
 PM0447'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0447'MARK RECOVERED IN POSITION AS DESCRIBED.  GRAVEL ROAD IS ASPHALTED.
 PM0447
 PM0447                          STATION RECOVERY (2004)
 PM0447
 PM0447'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0447'RECOVERED IN GOOD CONDITION.
 PM0447
 PM0447                          STATION RECOVERY (2005)
 PM0447
 PM0447'RECOVERY NOTE BY US POWER SQUADRON 2005 (JCH)
 PM0447'RECOVERED IN GOOD CONDITION.
 PM0447
 PM0447                          STATION RECOVERY (2005)
 PM0447
 PM0447'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0447'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.4 M WEST OF AN
 PM0447'ORANGE FIBERGLASS WITNESS POST.
 PM0447' ---NOTE--- THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER
 PM0447'THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR A LIGHTHOUSE NORTHEAST OF
 PM0447'THE STATION EXTENDING TO 55 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0149 ***********************************************************************
 ON0149  DESIGNATION -  D 10
 ON0149  PID         -  ON0149
 ON0149  STATE/COUNTY-  WI/MONROE
 ON0149  USGS QUAD   -  SPARTA (1983)
 ON0149
 ON0149                         *CURRENT SURVEY CONTROL
 ON0149  ___________________________________________________________________
 ON0149* NAD 83(1986)-  43 56 34.     (N)    090 46 39.     (W)     SCALED    
 ON0149* NAVD 88     -       249.430  (meters)     818.34   (feet)  ADJUSTED  
 ON0149  ___________________________________________________________________
 ON0149  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 ON0149  DYNAMIC HT  -         249.381 (meters)     818.18  (feet)  COMP
 ON0149  MODELED GRAV-     980,414.4   (mgal)                       NAVD 88
 ON0149
 ON0149  VERT ORDER  -  FIRST     CLASS II
 ON0149
 ON0149.The horizontal coordinates were scaled from a topographic map and have
 ON0149.an estimated accuracy of +/- 6 seconds.
 ON0149
 ON0149.The orthometric height was determined by differential leveling
 ON0149.and adjusted by the National Geodetic Survey in June 1991..
 ON0149
 ON0149.The geoid height was determined by GEOID03.
 ON0149
 ON0149.The dynamic height is computed by dividing the NAVD 88
 ON0149.geopotential number by the normal gravity value computed on the
 ON0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0149.degrees latitude (g = 980.6199 gals.).
 ON0149
 ON0149.The modeled gravity was interpolated from observed gravity values.
 ON0149
 ON0149;                    North         East    Units  Estimated Accuracy
 ON0149;SPC WI S     -   216,120.      537,580.      MT  (+/- 180 meters Scaled)
 ON0149
 ON0149                          SUPERSEDED SURVEY CONTROL
 ON0149
 ON0149  NGVD 29 (??/??/92)  249.439  (m)          818.37   (f) ADJ UNCH    1 2
 ON0149
 ON0149.Superseded values are not recommended for survey control.
 ON0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0149.See file dsdata.txt to determine how the superseded data were derived.
 ON0149
 ON0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ783679(NAD 83)
 ON0149_MARKER: DB = BENCH MARK DISK
 ON0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0149_STAMPING: 818.368 D 10 1930
 ON0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0149+STABILITY: SURFACE MOTION
 ON0149
 ON0149  HISTORY     - Date     Condition        Report By
 ON0149  HISTORY     - 1930     MONUMENTED       CGS
 ON0149  HISTORY     - 1935     GOOD             NGS
 ON0149  HISTORY     - 1985     MARK NOT FOUND   NGS
 ON0149
 ON0149                          STATION DESCRIPTION
 ON0149
 ON0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 ON0149'1.9 MI NE FROM SPARTA.
 ON0149'1.9 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 ON0149'FROM THE STATION AT SPARTA, MONROE COUNTY, AT A ROAD CROSSING,
 ON0149'200 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD (MEASURED
 ON0149'PARALLEL TO THE TRACK), AND 2 FEET SOUTHEAST OF THE SOUTHEAST
 ON0149'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 818.368 D 10 1930
 ON0149'AND SET IN THE TOP OF A CONCRETE POST.
 ON0149
 ON0149                          STATION RECOVERY (1935)
 ON0149
 ON0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 ON0149'RECOVERED IN GOOD CONDITION.
 ON0149
 ON0149                          STATION RECOVERY (1985)
 ON0149
 ON0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ON0149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0373 ***********************************************************************
 OM0373  DESIGNATION -  D 100
 OM0373  PID         -  OM0373
 OM0373  STATE/COUNTY-  WI/MARQUETTE
 OM0373  USGS QUAD   -  ENDEAVOR (1984)
 OM0373
 OM0373                         *CURRENT SURVEY CONTROL
 OM0373  ___________________________________________________________________
 OM0373* NAD 83(1986)-  43 41 08.     (N)    089 27 03.     (W)     SCALED    
 OM0373* NAVD 88     -       246.810  (meters)     809.74   (feet)  ADJUSTED  
 OM0373  ___________________________________________________________________
 OM0373  GEOID HEIGHT-         -35.76  (meters)                     GEOID03
 OM0373  DYNAMIC HT  -         246.751 (meters)     809.55  (feet)  COMP
 OM0373  MODELED GRAV-     980,374.3   (mgal)                       NAVD 88
 OM0373
 OM0373  VERT ORDER  -  SECOND    CLASS 0
 OM0373
 OM0373.The horizontal coordinates were scaled from a topographic map and have
 OM0373.an estimated accuracy of +/- 6 seconds.
 OM0373
 OM0373.The orthometric height was determined by differential leveling
 OM0373.and adjusted by the National Geodetic Survey in June 1991..
 OM0373
 OM0373.The geoid height was determined by GEOID03.
 OM0373
 OM0373.The dynamic height is computed by dividing the NAVD 88
 OM0373.geopotential number by the normal gravity value computed on the
 OM0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0373.degrees latitude (g = 980.6199 gals.).
 OM0373
 OM0373.The modeled gravity was interpolated from observed gravity values.
 OM0373
 OM0373;                    North         East    Units  Estimated Accuracy
 OM0373;SPC WI S     -   187,400.      644,280.      MT  (+/- 180 meters Scaled)
 OM0373
 OM0373                          SUPERSEDED SURVEY CONTROL
 OM0373
 OM0373  NGVD 29 (??/??/92)  246.842  (m)          809.85   (f) ADJ UNCH    2 0
 OM0373
 OM0373.Superseded values are not recommended for survey control.
 OM0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0373.See file dsdata.txt to determine how the superseded data were derived.
 OM0373
 OM0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP024398(NAD 83)
 OM0373_MARKER: DB = BENCH MARK DISK
 OM0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0373_STAMPING: D 100 1934
 OM0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0373+STABILITY: SURFACE MOTION
 OM0373
 OM0373  HISTORY     - Date     Condition        Report By
 OM0373  HISTORY     - 1934     MONUMENTED       CGS
 OM0373  HISTORY     - 1961     MARK NOT FOUND   USGS
 OM0373  HISTORY     - 20030430 MARK NOT FOUND   WIDT
 OM0373
 OM0373                          STATION DESCRIPTION
 OM0373
 OM0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0373'2.2 MI S FROM ENDEAVOR.
 OM0373'2.2 MILES SOUTH ALONG THE ABANDONED MINNEAPOLIS, ST. PAUL AND
 OM0373'SAULT STE. MARIE RAILROAD FROM THE FORMER STATION AT ENDEAVOR,
 OM0373'MARQUETTE COUNTY, AT A ROAD CROSSING, 36 FEET WEST OF THE
 OM0373'CENTERLINE OF THE OLD ROADBED, 30 FEET SOUTH OF THE CENTERLINE
 OM0373'OF THE ROAD, 9 FEET EAST OF THE RIGHT-OF-WAY FENCE, AND LEVEL
 OM0373'WITH THE OLD ROADBED.  A STANDARD DISK SET IN THE TOP OF A
 OM0373'CONCRETE POST.  NOTE-- THERE HAS BEEN AN EXCESS AMOUNT OF
 OM0373'EARTH REMOVED IN THE AREA.
 OM0373
 OM0373                          STATION RECOVERY (1961)
 OM0373
 OM0373'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 OM0373'MARK NOT FOUND.
 OM0373
 OM0373                          STATION RECOVERY (2003)
 OM0373
 OM0373'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 OM0373'APPEARS GRADE HAS BEEN ALTERED FOR A NEW HOME/YARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0412 ***********************************************************************
 OM0412  DESIGNATION -  D 101
 OM0412  PID         -  OM0412
 OM0412  STATE/COUNTY-  WI/DANE
 OM0412  USGS QUAD   -  MADISON EAST (1983)
 OM0412
 OM0412                         *CURRENT SURVEY CONTROL
 OM0412  ___________________________________________________________________
 OM0412* NAD 83(1986)-  43 06 53.     (N)    089 21 25.     (W)     SCALED    
 OM0412* NAVD 88     -       262.207  (meters)     860.26   (feet)  ADJUSTED  
 OM0412  ___________________________________________________________________
 OM0412  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 OM0412  DYNAMIC HT  -         262.140 (meters)     860.04  (feet)  COMP
 OM0412  MODELED GRAV-     980,354.5   (mgal)                       NAVD 88
 OM0412
 OM0412  VERT ORDER  -  SECOND    CLASS 0
 OM0412
 OM0412.The horizontal coordinates were scaled from a topographic map and have
 OM0412.an estimated accuracy of +/- 6 seconds.
 OM0412
 OM0412.The orthometric height was determined by differential leveling
 OM0412.and adjusted by the National Geodetic Survey in June 1991..
 OM0412
 OM0412.The geoid height was determined by GEOID03.
 OM0412
 OM0412.The dynamic height is computed by dividing the NAVD 88
 OM0412.geopotential number by the normal gravity value computed on the
 OM0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0412.degrees latitude (g = 980.6199 gals.).
 OM0412
 OM0412.The modeled gravity was interpolated from observed gravity values.
 OM0412
 OM0412;                    North         East    Units  Estimated Accuracy
 OM0412;SPC WI S     -   124,040.      652,330.      MT  (+/- 180 meters Scaled)
 OM0412
 OM0412                          SUPERSEDED SURVEY CONTROL
 OM0412
 OM0412  NGVD 29 (??/??/92)  262.268  (m)          860.46   (f) ADJ UNCH    2 0
 OM0412
 OM0412.Superseded values are not recommended for survey control.
 OM0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0412.See file dsdata.txt to determine how the superseded data were derived.
 OM0412
 OM0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN082762(NAD 83)
 OM0412_MARKER: DB = BENCH MARK DISK
 OM0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0412_STAMPING: D-101 1934
 OM0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0412+STABILITY: SURFACE MOTION
 OM0412
 OM0412  HISTORY     - Date     Condition        Report By
 OM0412  HISTORY     - 1934     MONUMENTED       CGS
 OM0412  HISTORY     - 1953     MARK NOT FOUND   NGS
 OM0412  HISTORY     - 19950429 GOOD             USPSQD
 OM0412
 OM0412                          STATION DESCRIPTION
 OM0412
 OM0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0412'2.9 MI N FROM MADISON.
 OM0412'2.9 MILES NORTH OF DEPOT ALONG THE CHICAGO, MILWAUKEE, ST PAUL
 OM0412'AND PACIFIC RAILROAD, 165 FEET SOUTH OF SEMAPHORE 42 AND 20
 OM0412'FEET NORTH OF SWITCH.  SET IN POST, 1 FOOT BELOW RAIL TOP, 26
 OM0412'FEET EAST OF CENTERLINE OF TRACK AND 24 FEET NORTHEAST FROM
 OM0412'SWITCH STAND.
 OM0412
 OM0412                          STATION RECOVERY (1953)
 OM0412
 OM0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 OM0412'MARK NOT FOUND.
 OM0412
 OM0412                          STATION RECOVERY (1995)
 OM0412
 OM0412'RECOVERY NOTE BY US POWER SQUADRON 1995
 OM0412'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0287 ***********************************************************************
 NH0287  DESIGNATION -  D 102
 NH0287  PID         -  NH0287
 NH0287  STATE/COUNTY-  WI/ROCK
 NH0287  USGS QUAD   -  MILTON (1976)
 NH0287
 NH0287                         *CURRENT SURVEY CONTROL
 NH0287  ___________________________________________________________________
 NH0287* NAD 83(1986)-  42 45 32.     (N)    088 58 30.     (W)     SCALED    
 NH0287* NAVD 88     -       270.796  (meters)     888.44   (feet)  ADJUSTED  
 NH0287  ___________________________________________________________________
 NH0287  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 NH0287  DYNAMIC HT  -         270.720 (meters)     888.19  (feet)  COMP
 NH0287  MODELED GRAV-     980,333.6   (mgal)                       NAVD 88
 NH0287
 NH0287  VERT ORDER  -  SECOND    CLASS 0
 NH0287
 NH0287.The horizontal coordinates were scaled from a topographic map and have
 NH0287.an estimated accuracy of +/- 6 seconds.
 NH0287
 NH0287.The orthometric height was determined by differential leveling
 NH0287.and adjusted by the National Geodetic Survey in June 1991..
 NH0287
 NH0287.The geoid height was determined by GEOID03.
 NH0287
 NH0287.The dynamic height is computed by dividing the NAVD 88
 NH0287.geopotential number by the normal gravity value computed on the
 NH0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0287.degrees latitude (g = 980.6199 gals.).
 NH0287
 NH0287.The modeled gravity was interpolated from observed gravity values.
 NH0287
 NH0287;                    North         East    Units  Estimated Accuracy
 NH0287;SPC WI S     -    84,820.      683,900.      MT  (+/- 180 meters Scaled)
 NH0287
 NH0287                          SUPERSEDED SURVEY CONTROL
 NH0287
 NH0287  NGVD 29 (??/??/92)  270.865  (m)          888.66   (f) ADJ UNCH    2 0
 NH0287
 NH0287.Superseded values are not recommended for survey control.
 NH0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0287.See file dsdata.txt to determine how the superseded data were derived.
 NH0287
 NH0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN383359(NAD 83)
 NH0287_MARKER: DB = BENCH MARK DISK
 NH0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0287_STAMPING: D 102 1934
 NH0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0287+STABILITY: SURFACE MOTION
 NH0287
 NH0287  HISTORY     - Date     Condition        Report By
 NH0287  HISTORY     - 1934     MONUMENTED       CGS
 NH0287  HISTORY     - 20010331 POOR             NGS
 NH0287  HISTORY     - 20060906 POOR             GEOCAC
 NH0287
 NH0287                          STATION DESCRIPTION
 NH0287
 NH0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NH0287'1.7 MI S FROM MILTON JUNCTION.
 NH0287'1.7 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NH0287'PACIFIC RAILROAD FROM THE BUTTON BUILDING AT MILTON JUNCTION,
 NH0287'ROCK COUNTY, 100 FEET NORTH OF TILE CULVERT F  3-1/2, AT A
 NH0287'ROAD CROSSING, 65 FEET SOUTH OF THE ROAD, 30 FEET EAST OF THE
 NH0287'CENTERLINE OF THE TRACK, 2 FEET WEST OF A FENCE, AND 0.5 FOOT
 NH0287'LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED D 102 1934 AND
 NH0287'SET IN THE TOP OF A CONCRETE POST.
 NH0287
 NH0287                          STATION RECOVERY (2001)
 NH0287
 NH0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0287'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH0287
 NH0287                          STATION RECOVERY (2006)
 NH0287
 NH0287'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 NH0287'THE MONUMENT IS TILTED TO THE NORTHEAST AT ABOUT 30 DEGREES.  HANDHELD
 NH0287'COORDINATES ARE N42-45-32.58 W088-58-30.48.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0222 ***********************************************************************
 OM0222  DESIGNATION -  D 103
 OM0222  PID         -  OM0222
 OM0222  STATE/COUNTY-  WI/DODGE
 OM0222  USGS QUAD   -  CLYMAN (1980)
 OM0222
 OM0222                         *CURRENT SURVEY CONTROL
 OM0222  ___________________________________________________________________
 OM0222* NAD 83(1986)-  43 15 19.     (N)    088 43 42.     (W)     SCALED    
 OM0222* NAVD 88     -       254.069  (meters)     833.56   (feet)  ADJUSTED  
 OM0222  ___________________________________________________________________
 OM0222  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 OM0222  DYNAMIC HT  -         254.006 (meters)     833.35  (feet)  COMP
 OM0222  MODELED GRAV-     980,369.0   (mgal)                       NAVD 88
 OM0222
 OM0222  VERT ORDER  -  SECOND    CLASS 0
 OM0222
 OM0222.The horizontal coordinates were scaled from a topographic map and have
 OM0222.an estimated accuracy of +/- 6 seconds.
 OM0222
 OM0222.The orthometric height was determined by differential leveling
 OM0222.and adjusted by the National Geodetic Survey in June 1991..
 OM0222
 OM0222.The geoid height was determined by GEOID03.
 OM0222
 OM0222.The dynamic height is computed by dividing the NAVD 88
 OM0222.geopotential number by the normal gravity value computed on the
 OM0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0222.degrees latitude (g = 980.6199 gals.).
 OM0222
 OM0222.The modeled gravity was interpolated from observed gravity values.
 OM0222
 OM0222;                    North         East    Units  Estimated Accuracy
 OM0222;SPC WI S     -   140,240.      703,250.      MT  (+/- 180 meters Scaled)
 OM0222
 OM0222                          SUPERSEDED SURVEY CONTROL
 OM0222
 OM0222  NGVD 29 (??/??/92)  254.128  (m)          833.75   (f) ADJ UNCH    2 0
 OM0222
 OM0222.Superseded values are not recommended for survey control.
 OM0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0222.See file dsdata.txt to determine how the superseded data were derived.
 OM0222
 OM0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN597906(NAD 83)
 OM0222_MARKER: DB = BENCH MARK DISK
 OM0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0222_STAMPING: D-103 1934
 OM0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0222+STABILITY: SURFACE MOTION
 OM0222
 OM0222  HISTORY     - Date     Condition        Report By
 OM0222  HISTORY     - 1934     MONUMENTED       CGS
 OM0222
 OM0222                          STATION DESCRIPTION
 OM0222
 OM0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0222'4.5 MI N FROM WATERTOWN.
 OM0222'4.5 MILES NORTH ALONG THE CHICAGO AND NORTHWESTERN RAILROAD 5 1/2
 OM0222'POLES SOUTH OF BRIDGE 218, AT GRADE CROSSING.  SET IN CONCRETE
 OM0222'POST 35 FEET EAST OF THE CENTER LINE OF THE TRACK, 26 FEET NORTH
 OM0222'OF THE CENTER LINE OF THE CROSSING, 6 FEET WEST OF POWER LINE
 OM0222'POLE, 2 FEET BELOW RAIL LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0085 ***********************************************************************
 OM0085  DESIGNATION -  D 106
 OM0085  PID         -  OM0085
 OM0085  STATE/COUNTY-  WI/WAUKESHA
 OM0085  USGS QUAD   -  WAUKESHA (1994)
 OM0085
 OM0085                         *CURRENT SURVEY CONTROL
 OM0085  ___________________________________________________________________
 OM0085* NAD 83(1986)-  43 04 17.     (N)    088 08 45.     (W)     SCALED    
 OM0085* NAVD 88     -       254.450  (meters)     834.81   (feet)  ADJUSTED  
 OM0085  ___________________________________________________________________
 OM0085  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 OM0085  DYNAMIC HT  -         254.382 (meters)     834.58  (feet)  COMP
 OM0085  MODELED GRAV-     980,348.2   (mgal)                       NAVD 88
 OM0085
 OM0085  VERT ORDER  -  SECOND    CLASS 0
 OM0085
 OM0085.The horizontal coordinates were scaled from a topographic map and have
 OM0085.an estimated accuracy of +/- 6 seconds.
 OM0085
 OM0085.The orthometric height was determined by differential leveling
 OM0085.and adjusted by the National Geodetic Survey in June 1991..
 OM0085
 OM0085.The geoid height was determined by GEOID03.
 OM0085
 OM0085.The dynamic height is computed by dividing the NAVD 88
 OM0085.geopotential number by the normal gravity value computed on the
 OM0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0085.degrees latitude (g = 980.6199 gals.).
 OM0085
 OM0085.The modeled gravity was interpolated from observed gravity values.
 OM0085
 OM0085;                    North         East    Units  Estimated Accuracy
 OM0085;SPC WI S     -   120,700.      751,000.      MT  (+/- 180 meters Scaled)
 OM0085
 OM0085                          SUPERSEDED SURVEY CONTROL
 OM0085
 OM0085  NGVD 29 (??/??/92)  254.524  (m)          835.05   (f) ADJ UNCH    2 0
 OM0085
 OM0085.Superseded values are not recommended for survey control.
 OM0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0085.See file dsdata.txt to determine how the superseded data were derived.
 OM0085
 OM0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN067693(NAD 83)
 OM0085_MARKER: DB = BENCH MARK DISK
 OM0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0085_STAMPING: D-106 1934
 OM0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0085+STABILITY: SURFACE MOTION
 OM0085
 OM0085  HISTORY     - Date     Condition        Report By
 OM0085  HISTORY     - 1934     MONUMENTED       CGS
 OM0085  HISTORY     - 1956     POOR             USGS
 OM0085  HISTORY     - 20040901 MARK NOT FOUND   USPSQD
 OM0085
 OM0085                          STATION DESCRIPTION
 OM0085
 OM0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0085'AT BROOKFIELD.
 OM0085'ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC RAILROAD,
 OM0085'75 FEET WEST OF THE DEPOT, 18 FEET WEST OF THE STREET CROSSING,
 OM0085'THENCE 18 FEET SOUTH OF THE CENTER LINE OF THE SOUTH MAIN
 OM0085'TRACK, 27 FEET NORTH OF THE CROSSING WATCHMANS HOUSE, AT THE
 OM0085'RAIL LEVEL.  NOTE-- BM HAS BEEN PUSHED TO ONE SIDE.
 OM0085
 OM0085                          STATION RECOVERY (1956)
 OM0085
 OM0085'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 OM0085'MARK RECOVERED IN POOR CONDITION.
 OM0085
 OM0085                          STATION RECOVERY (2004)
 OM0085
 OM0085'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCG)
 OM0085'BENCHMARK BELIEVED DESTROYED WHEN STREET WAS WIDENED IN THIS AREA. OLD
 OM0085'BROOKFIELD STATION STILL INTACT BUT WATCHMAN'S HOUSE NO LONGER EXISTS.
 OM0085' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0290 ***********************************************************************
 OM0290  DESIGNATION -  D 107
 OM0290  PID         -  OM0290
 OM0290  STATE/COUNTY-  WI/JEFFERSON
 OM0290  USGS QUAD   -  WATERLOO (1976)
 OM0290
 OM0290                         *CURRENT SURVEY CONTROL
 OM0290  ___________________________________________________________________
 OM0290* NAD 83(1986)-  43 11 27.     (N)    088 54 02.     (W)     SCALED    
 OM0290* NAVD 88     -       241.177  (meters)     791.26   (feet)  ADJUSTED  
 OM0290  ___________________________________________________________________
 OM0290  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 OM0290  DYNAMIC HT  -         241.117 (meters)     791.06  (feet)  COMP
 OM0290  MODELED GRAV-     980,365.5   (mgal)                       NAVD 88
 OM0290
 OM0290  VERT ORDER  -  SECOND    CLASS 0
 OM0290
 OM0290.The horizontal coordinates were scaled from a topographic map and have
 OM0290.an estimated accuracy of +/- 6 seconds.
 OM0290
 OM0290.The orthometric height was determined by differential leveling
 OM0290.and adjusted by the National Geodetic Survey in June 1991..
 OM0290
 OM0290.The geoid height was determined by GEOID03.
 OM0290
 OM0290.The dynamic height is computed by dividing the NAVD 88
 OM0290.geopotential number by the normal gravity value computed on the
 OM0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0290.degrees latitude (g = 980.6199 gals.).
 OM0290
 OM0290.The modeled gravity was interpolated from observed gravity values.
 OM0290
 OM0290;                    North         East    Units  Estimated Accuracy
 OM0290;SPC WI S     -   132,880.      689,360.      MT  (+/- 180 meters Scaled)
 OM0290
 OM0290                          SUPERSEDED SURVEY CONTROL
 OM0290
 OM0290  NGVD 29 (??/??/92)  241.240  (m)          791.47   (f) ADJ UNCH    2 0
 OM0290
 OM0290.Superseded values are not recommended for survey control.
 OM0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0290.See file dsdata.txt to determine how the superseded data were derived.
 OM0290
 OM0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN455837(NAD 83)
 OM0290_MARKER: DB = BENCH MARK DISK
 OM0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0290_STAMPING: D-107 1934
 OM0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0290+STABILITY: SURFACE MOTION
 OM0290
 OM0290  HISTORY     - Date     Condition        Report By
 OM0290  HISTORY     - 1934     MONUMENTED       CGS
 OM0290  HISTORY     - 1958     MARK NOT FOUND   USGS
 OM0290
 OM0290                          STATION DESCRIPTION
 OM0290
 OM0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0290'1 MI W FROM HUBBLETON.
 OM0290'1 MILE WEST OF THE DEPOT AT HUBBLETON ALONG THE CHICAGO, MILWAUKEE,
 OM0290'ST PAUL AND PACIFIC RAILROAD, 1 1/2 POLES EAST OF MILEPOST 28,
 OM0290'AT PRIVATE CROSSING.  SET IN CONCRETE POST 46 1/2 FEET SOUTH
 OM0290'OF THE CENTER LINE OF THE TRACKS, 15 FEET WEST OF THE CENTER
 OM0290'LINE OF THE CROSSING, 3.5 FEET NORTH OF FENCE, 2.5 FEET BELOW
 OM0290'THE RAIL LEVEL.  NOTE-- A DRAINAGE DITCH WHICH APPEARS TO BE
 OM0290'NEW HAS BEEN DUG IN AREA.
 OM0290
 OM0290                          STATION RECOVERY (1958)
 OM0290
 OM0290'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 OM0290'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0471 ***********************************************************************
 OM0471  DESIGNATION -  D 109
 OM0471  PID         -  OM0471
 OM0471  STATE/COUNTY-  WI/SAUK
 OM0471  USGS QUAD   -  SAUK CITY (1975)
 OM0471
 OM0471                         *CURRENT SURVEY CONTROL
 OM0471  ___________________________________________________________________
 OM0471* NAD 83(1986)-  43 17 25.     (N)    089 43 27.     (W)     SCALED    
 OM0471* NAVD 88     -       238.966  (meters)     784.01   (feet)  ADJUSTED  
 OM0471  ___________________________________________________________________
 OM0471  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 OM0471  DYNAMIC HT  -         238.906 (meters)     783.81  (feet)  COMP
 OM0471  MODELED GRAV-     980,362.3   (mgal)                       NAVD 88
 OM0471
 OM0471  VERT ORDER  -  SECOND    CLASS 0
 OM0471
 OM0471.The horizontal coordinates were scaled from a topographic map and have
 OM0471.an estimated accuracy of +/- 6 seconds.
 OM0471
 OM0471.The orthometric height was determined by differential leveling
 OM0471.and adjusted by the National Geodetic Survey in June 1991..
 OM0471
 OM0471.The geoid height was determined by GEOID03.
 OM0471
 OM0471.The dynamic height is computed by dividing the NAVD 88
 OM0471.geopotential number by the normal gravity value computed on the
 OM0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0471.degrees latitude (g = 980.6199 gals.).
 OM0471
 OM0471.The modeled gravity was interpolated from observed gravity values.
 OM0471
 OM0471;                    North         East    Units  Estimated Accuracy
 OM0471;SPC WI S     -   143,370.      622,380.      MT  (+/- 180 meters Scaled)
 OM0471
 OM0471                          SUPERSEDED SURVEY CONTROL
 OM0471
 OM0471  NGVD 29 (??/??/92)  239.020  (m)          784.18   (f) ADJ UNCH    2 0
 OM0471
 OM0471.Superseded values are not recommended for survey control.
 OM0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0471.See file dsdata.txt to determine how the superseded data were derived.
 OM0471
 OM0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN790966(NAD 83)
 OM0471_MARKER: DB = BENCH MARK DISK
 OM0471_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OM0471_SP_SET: BUILDING WALL
 OM0471_STAMPING: D 109 1934
 OM0471_MARK LOGO: CGS   
 OM0471_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM0471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0471_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0471+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 OM0471
 OM0471  HISTORY     - Date     Condition        Report By
 OM0471  HISTORY     - 1934     MONUMENTED       CGS
 OM0471  HISTORY     - 1941     GOOD             NGS
 OM0471  HISTORY     - 20021016 GOOD             WIDT
 OM0471
 OM0471                          STATION DESCRIPTION
 OM0471
 OM0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0471'AT PRAIRIE DU SAC.
 OM0471'AT THE BANK OF PRAIRIE DU SAC, SET IN THE NORTHWEST CORNER 1
 OM0471'FOOT FROM THE CORNER, 30 INCHES ABOVE THE LEVEL OF THE SIDEWALK.
 OM0471
 OM0471                          STATION RECOVERY (1941)
 OM0471
 OM0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 OM0471'RECOVERED IN GOOD CONDITION.
 OM0471
 OM0471                          STATION RECOVERY (2002)
 OM0471
 OM0471'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (DJH)
 OM0471'OWNERSHIP--VILLAGE OF PRAIRIE DU SAC.  TO REACH THE STATION FROM THE
 OM0471'JUNCTION OF STATE HIGHWAY 60 WITH STATE HIGHWAY 78 IN THE VILLAGE OF
 OM0471'PRAIRIE DU SAC GO SOUTHEAST ON STATE HIGHWAY 60 AND 78 (WATER STREET)
 OM0471'FOR 0.05 MI (0.08 KM) TO THE STATION ON THE LEFT.  THE STATION IS A
 OM0471'BRONZE US COAST AND GEODETIC SURVEY BENCH MARK SET IN THE SIDE OF THE
 OM0471'PRAIRIE DU SAC MASONIC LODGE BUILDING ABOUT 1.2 M (3.9 FT) ABOVE THE
 OM0471'STREET PAVEMENT.  THE STATION IS 10.4 M (34.1 FT) EAST OF THE
 OM0471'CENTERLINE OF STATE HIGHWAY 60 AND 78 (WATER STREET), 7 M (23.0 FT)
 OM0471'SOUTH OF THE EXTENDED CENTERLINE OF GALENA STREET AND 0.5 M (1.6 FT)
 OM0471'SOUTH OF THE NORTHWEST CORNER OF THE PRAIRIE DU SAC MASONIC LODGE
 OM0471'BUILDING.  ---NOTE---THE STATION IS SET VERTICALLY IN THE SIDE OF A
 OM0471'BUILDING MAKING THE STATION NOT SUITABLE FOR GPS OBERVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO0034 ***********************************************************************
 QO0034  DESIGNATION -  D 11
 QO0034  PID         -  QO0034
 QO0034  STATE/COUNTY-  WI/POLK
 QO0034  USGS QUAD   -  CLAYTON (1978)
 QO0034
 QO0034                         *CURRENT SURVEY CONTROL
 QO0034  ___________________________________________________________________
 QO0034* NAD 83(1986)-  45 16 28.     (N)    092 14 37.     (W)     SCALED    
 QO0034* NAVD 88     -       383.991  (meters)    1259.81   (feet)  ADJUSTED  
 QO0034  ___________________________________________________________________
 QO0034  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 QO0034  DYNAMIC HT  -         383.945 (meters)    1259.66  (feet)  COMP
 QO0034  MODELED GRAV-     980,484.4   (mgal)                       NAVD 88
 QO0034
 QO0034  VERT ORDER  -  FIRST     CLASS II
 QO0034
 QO0034.The horizontal coordinates were scaled from a topographic map and have
 QO0034.an estimated accuracy of +/- 6 seconds.
 QO0034
 QO0034.The orthometric height was determined by differential leveling
 QO0034.and adjusted by the National Geodetic Survey in June 1991..
 QO0034
 QO0034.The geoid height was determined by GEOID03.
 QO0034
 QO0034.The dynamic height is computed by dividing the NAVD 88
 QO0034.geopotential number by the normal gravity value computed on the
 QO0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0034.degrees latitude (g = 980.6199 gals.).
 QO0034
 QO0034.The modeled gravity was interpolated from observed gravity values.
 QO0034
 QO0034;                    North         East    Units  Estimated Accuracy
 QO0034;SPC WI C     -   162,570.      423,970.      MT  (+/- 180 meters Scaled)
 QO0034
 QO0034                          SUPERSEDED SURVEY CONTROL
 QO0034
 QO0034  NGVD 29 (??/??/92)  383.939  (m)         1259.64   (f) ADJ UNCH    1 2
 QO0034
 QO0034.Superseded values are not recommended for survey control.
 QO0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0034.See file dsdata.txt to determine how the superseded data were derived.
 QO0034
 QO0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL593137(NAD 83)
 QO0034_MARKER: DB = BENCH MARK DISK
 QO0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0034_STAMPING: D-11 1933
 QO0034_PROJECTION: PROJECTING 5 CENTIMETERS
 QO0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0034+STABILITY: SURFACE MOTION
 QO0034
 QO0034  HISTORY     - Date     Condition        Report By
 QO0034  HISTORY     - 1933     MONUMENTED       CGS
 QO0034  HISTORY     - 1935     GOOD             NGS
 QO0034  HISTORY     - 1980     GOOD             NGS
 QO0034  HISTORY     - 20040928 MARK NOT FOUND   WIDT
 QO0034
 QO0034                          STATION DESCRIPTION
 QO0034
 QO0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QO0034'2.2 MI NE FROM CLEAR LAKE.
 QO0034'ALONG THE MINNEAPOLIS ST. PAUL ASHLAND DIVISION OF THE CHICAGO AND
 QO0034'NORTH WESTERN RAILWAY, 2400 FEET EAST OF MILEPOST NOR L 32, AT THE
 QO0034'NORTHEAST CORNER OF ROAD CROSSING, 400 FEET NORTHEAST OF RAILROAD SIGN
 QO0034'YARD LIMIT 1 MILE, 87 FEET EAST OF THE CENTER OF ROAD CROSSING, 48.5
 QO0034'FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND 33 FEET NORTHEAST OF THE
 QO0034'CENTERLINE OF GRADED ROAD.  ABOUT 2 FEET ABOVE TOP OF RAIL.
 QO0034
 QO0034                          STATION RECOVERY (1935)
 QO0034
 QO0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 QO0034'RECOVERED IN GOOD CONDITION.
 QO0034
 QO0034                          STATION RECOVERY (1980)
 QO0034
 QO0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 QO0034'3.1 KM. (1.9 MI) NORTHEAST ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 QO0034'COUNTY ROAD JJ IN CLEAR LAKE, ALSO 9.0 KM (5.6 MI) SOUTHWEST ALONG
 QO0034'U.S. HIGHWAY 63 FROM THE JUNCTION OF COUNTY ROAD D IN CLAYTON, AT THE
 QO0034'CROSSING OF 45TH AVENUE AND THE CHICAGO AND NORTHWESTERN RAILROAD,
 QO0034'42.4 M (140 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 7.6 M
 QO0034'(25.0 FT) EAST OF THE CENTER OF THE RAILROAD CROSSING, 14.5 M
 QO0034'(48.0 FT) SOUTHEAST OF THE SOUTHEAST RAIL, 10.0 M (33.0 FT) NORTHEAST
 QO0034'OF THE CENTERLINE OF THE AVENUE.
 QO0034'THE MARK IS 0.6 M ABOVE THE RAIL.
 QO0034
 QO0034                          STATION RECOVERY (2004)
 QO0034
 QO0034'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QO0034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0006 ***********************************************************************
 NJ0006  DESIGNATION -  D 110
 NJ0006  PID         -  NJ0006
 NJ0006  STATE/COUNTY-  WI/IOWA
 NJ0006  USGS QUAD   -  REWEY (1978)
 NJ0006
 NJ0006                         *CURRENT SURVEY CONTROL
 NJ0006  ___________________________________________________________________
 NJ0006* NAD 83(1986)-  42 51 23.     (N)    090 23 51.     (W)     SCALED    
 NJ0006* NAVD 88     -       349.614  (meters)    1147.03   (feet)  ADJUSTED  
 NJ0006  ___________________________________________________________________
 NJ0006  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 NJ0006  DYNAMIC HT  -         349.510 (meters)    1146.68  (feet)  COMP
 NJ0006  MODELED GRAV-     980,313.4   (mgal)                       NAVD 88
 NJ0006
 NJ0006  VERT ORDER  -  SECOND    CLASS 0
 NJ0006
 NJ0006.The horizontal coordinates were scaled from a topographic map and have
 NJ0006.an estimated accuracy of +/- 6 seconds.
 NJ0006
 NJ0006.The orthometric height was determined by differential leveling
 NJ0006.and adjusted by the National Geodetic Survey in June 1991..
 NJ0006
 NJ0006.The geoid height was determined by GEOID03.
 NJ0006
 NJ0006.The dynamic height is computed by dividing the NAVD 88
 NJ0006.geopotential number by the normal gravity value computed on the
 NJ0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0006.degrees latitude (g = 980.6199 gals.).
 NJ0006
 NJ0006.The modeled gravity was interpolated from observed gravity values.
 NJ0006
 NJ0006;                    North         East    Units  Estimated Accuracy
 NJ0006;SPC WI S     -    95,220.      567,510.      MT  (+/- 180 meters Scaled)
 NJ0006
 NJ0006                          SUPERSEDED SURVEY CONTROL
 NJ0006
 NJ0006  NGVD 29 (??/??/92)  349.692  (m)         1147.28   (f) ADJ UNCH    2 0
 NJ0006
 NJ0006.Superseded values are not recommended for survey control.
 NJ0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0006.See file dsdata.txt to determine how the superseded data were derived.
 NJ0006
 NJ0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH126481(NAD 83)
 NJ0006_MARKER: DB = BENCH MARK DISK
 NJ0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0006_STAMPING: D 110 1934
 NJ0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0006+STABILITY: SURFACE MOTION
 NJ0006
 NJ0006  HISTORY     - Date     Condition        Report By
 NJ0006  HISTORY     - 1934     MONUMENTED       CGS
 NJ0006  HISTORY     - 20040424 MARK NOT FOUND   JCLS
 NJ0006
 NJ0006                          STATION DESCRIPTION
 NJ0006
 NJ0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0006'1 MI N FROM REWEY.
 NJ0006'ABOUT 1.0 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN
 NJ0006'RAILWAY FROM THE STATION AT REWEY, IOWA COUNTY, ABOUT 1 POLE
 NJ0006'SOUTH OF A STATION ONE MILE SIGN, ABOUT 1 POLE SOUTH OF THE
 NJ0006'CROSSING OF COUNTY ROAD G, 22 FEET NORTH OF THE CENTER LINE OF
 NJ0006'THE ROAD, 16 FEET EAST OF THE CENTER LINE OF THE TRACK, AND
 NJ0006'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED D 110 1934 AND
 NJ0006'SET IN THE TOP OF A CONCRETE POST.
 NJ0006
 NJ0006                          STATION RECOVERY (2004)
 NJ0006
 NJ0006'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 NJ0006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0029 ***********************************************************************
 NJ0029  DESIGNATION -  D 111
 NJ0029  PID         -  NJ0029
 NJ0029  STATE/COUNTY-  WI/LAFAYETTE
 NJ0029  USGS QUAD   -  CUBA CITY (1988)
 NJ0029
 NJ0029                         *CURRENT SURVEY CONTROL
 NJ0029  ___________________________________________________________________
 NJ0029* NAD 83(1986)-  42 34 20.     (N)    090 23 21.     (W)     SCALED    
 NJ0029* NAVD 88     -       262.783  (meters)     862.15   (feet)  ADJUSTED  
 NJ0029  ___________________________________________________________________
 NJ0029  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 NJ0029  DYNAMIC HT  -         262.702 (meters)     861.88  (feet)  COMP
 NJ0029  MODELED GRAV-     980,305.4   (mgal)                       NAVD 88
 NJ0029
 NJ0029  VERT ORDER  -  SECOND    CLASS 0
 NJ0029
 NJ0029.The horizontal coordinates were scaled from a topographic map and have
 NJ0029.an estimated accuracy of +/- 6 seconds.
 NJ0029
 NJ0029.The orthometric height was determined by differential leveling
 NJ0029.and adjusted by the National Geodetic Survey in June 1991..
 NJ0029
 NJ0029.The geoid height was determined by GEOID03.
 NJ0029
 NJ0029.The dynamic height is computed by dividing the NAVD 88
 NJ0029.geopotential number by the normal gravity value computed on the
 NJ0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0029.degrees latitude (g = 980.6199 gals.).
 NJ0029
 NJ0029.The modeled gravity was interpolated from observed gravity values.
 NJ0029
 NJ0029;                    North         East    Units  Estimated Accuracy
 NJ0029;SPC WI S     -    63,640.      568,050.      MT  (+/- 180 meters Scaled)
 NJ0029
 NJ0029                          SUPERSEDED SURVEY CONTROL
 NJ0029
 NJ0029  NGVD 29 (??/??/92)  262.847  (m)          862.36   (f) ADJ UNCH    2 0
 NJ0029
 NJ0029.Superseded values are not recommended for survey control.
 NJ0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0029.See file dsdata.txt to determine how the superseded data were derived.
 NJ0029
 NJ0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH142166(NAD 83)
 NJ0029_MARKER: DB = BENCH MARK DISK
 NJ0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0029_STAMPING: D 111 1934
 NJ0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0029+STABILITY: SURFACE MOTION
 NJ0029
 NJ0029  HISTORY     - Date     Condition        Report By
 NJ0029  HISTORY     - 1934     MONUMENTED       CGS
 NJ0029  HISTORY     - 1952     POOR             USGS
 NJ0029  HISTORY     - 19981118 MARK NOT FOUND   USPSQD
 NJ0029
 NJ0029                          STATION DESCRIPTION
 NJ0029
 NJ0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0029'0.4 MI W FROM BENTON.
 NJ0029'ABOUT 0.4 MILE WEST ALONG STATE HIGHWAY 11 FROM THE MUNICIPAL
 NJ0029'BUILDING AT BENTON, LAFAYETTE  COUNTY, AT THE WEST ENTRANCE
 NJ0029'TO THE CITY LIMITS, WEST OF A ROAD CROSSING, IN THE TOP OF THE
 NJ0029'SOUTH CONCRETE HEAD WALL OF A BRIDGE, AND ABOUT 3 FEET HIGHER THAN
 NJ0029'THE ROADWAY.  A STANDARD DISK, STAMPED D 111 1934.
 NJ0029
 NJ0029                          STATION RECOVERY (1952)
 NJ0029
 NJ0029'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 NJ0029'MARK RECOVERED IN POOR CONDITION.
 NJ0029
 NJ0029                          STATION RECOVERY (1998)
 NJ0029
 NJ0029'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0754 ***********************************************************************
 NH0754  DESIGNATION -  D 112
 NH0754  PID         -  NH0754
 NH0754  STATE/COUNTY-  WI/GREEN
 NH0754  USGS QUAD   -  MONROE (1982)
 NH0754
 NH0754                         *CURRENT SURVEY CONTROL
 NH0754  ___________________________________________________________________
 NH0754* NAD 83(1986)-  42 34 37.     (N)    089 43 44.     (W)     SCALED    
 NH0754* NAVD 88     -       291.252  (meters)     955.55   (feet)  ADJUSTED  
 NH0754  ___________________________________________________________________
 NH0754  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 NH0754  DYNAMIC HT  -         291.160 (meters)     955.25  (feet)  COMP
 NH0754  MODELED GRAV-     980,300.1   (mgal)                       NAVD 88
 NH0754
 NH0754  VERT ORDER  -  SECOND    CLASS 0
 NH0754
 NH0754.The horizontal coordinates were scaled from a topographic map and have
 NH0754.an estimated accuracy of +/- 6 seconds.
 NH0754
 NH0754.The orthometric height was determined by differential leveling
 NH0754.and adjusted by the National Geodetic Survey in June 1991..
 NH0754
 NH0754.The geoid height was determined by GEOID03.
 NH0754
 NH0754.The dynamic height is computed by dividing the NAVD 88
 NH0754.geopotential number by the normal gravity value computed on the
 NH0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0754.degrees latitude (g = 980.6199 gals.).
 NH0754
 NH0754.The modeled gravity was interpolated from observed gravity values.
 NH0754
 NH0754;                    North         East    Units  Estimated Accuracy
 NH0754;SPC WI S     -    64,130.      622,260.      MT  (+/- 180 meters Scaled)
 NH0754
 NH0754                          SUPERSEDED SURVEY CONTROL
 NH0754
 NH0754  NGVD 29 (??/??/92)  291.338  (m)          955.83   (f) ADJ UNCH    2 0
 NH0754
 NH0754.Superseded values are not recommended for survey control.
 NH0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0754.See file dsdata.txt to determine how the superseded data were derived.
 NH0754
 NH0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN760174(NAD 83)
 NH0754_MARKER: DB = BENCH MARK DISK
 NH0754_SETTING: 0 = UNSPECIFIED SETTING
 NH0754_STAMPING: D-112 1934
 NH0754_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0754
 NH0754  HISTORY     - Date     Condition        Report By
 NH0754  HISTORY     - 1934     MONUMENTED       CGS
 NH0754  HISTORY     - 20010303 MARK NOT FOUND   NGS
 NH0754
 NH0754                          STATION DESCRIPTION
 NH0754
 NH0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NH0754'3.6 MI E FROM BROWNTOWN.
 NH0754'3.6 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC
 NH0754'RAILROAD AT 7 FOOT CULVERT 4 POLES WEST OF PUBLIC ROAD UNDERPASS.
 NH0754'SET IN THE EAST END OF THE SOUTH HEADWALL, 8 FEET BELOW RAIL
 NH0754'LEVEL.
 NH0754
 NH0754                          STATION RECOVERY (2001)
 NH0754
 NH0754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0754'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0772 ***********************************************************************
 NH0772  DESIGNATION -  D 113
 NH0772  PID         -  NH0772
 NH0772  STATE/COUNTY-  WI/GREEN
 NH0772  USGS QUAD   -  MONTICELLO (1981)
 NH0772
 NH0772                         *CURRENT SURVEY CONTROL
 NH0772  ___________________________________________________________________
 NH0772* NAD 83(1986)-  42 38 05.     (N)    089 37 18.     (W)     SCALED    
 NH0772* NAVD 88     -       333.512  (meters)    1094.20   (feet)  ADJUSTED  
 NH0772  ___________________________________________________________________
 NH0772  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 NH0772  DYNAMIC HT  -         333.410 (meters)    1093.86  (feet)  COMP
 NH0772  MODELED GRAV-     980,305.9   (mgal)                       NAVD 88
 NH0772
 NH0772  VERT ORDER  -  SECOND    CLASS 0
 NH0772
 NH0772.The horizontal coordinates were scaled from a topographic map and have
 NH0772.an estimated accuracy of +/- 6 seconds.
 NH0772
 NH0772.The orthometric height was determined by differential leveling
 NH0772.and adjusted by the National Geodetic Survey in June 1991..
 NH0772
 NH0772.The geoid height was determined by GEOID03.
 NH0772
 NH0772.The dynamic height is computed by dividing the NAVD 88
 NH0772.geopotential number by the normal gravity value computed on the
 NH0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0772.degrees latitude (g = 980.6199 gals.).
 NH0772
 NH0772.The modeled gravity was interpolated from observed gravity values.
 NH0772
 NH0772;                    North         East    Units  Estimated Accuracy
 NH0772;SPC WI S     -    70,580.      631,030.      MT  (+/- 180 meters Scaled)
 NH0772
 NH0772                          SUPERSEDED SURVEY CONTROL
 NH0772
 NH0772  NGVD 29 (??/??/92)  333.591  (m)         1094.46   (f) ADJ UNCH    2 0
 NH0772
 NH0772.Superseded values are not recommended for survey control.
 NH0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0772.See file dsdata.txt to determine how the superseded data were derived.
 NH0772
 NH0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN850235(NAD 83)
 NH0772_MARKER: DB = BENCH MARK DISK
 NH0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0772_STAMPING: D-113 1934
 NH0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0772+STABILITY: SURFACE MOTION
 NH0772
 NH0772  HISTORY     - Date     Condition        Report By
 NH0772  HISTORY     - 1934     MONUMENTED       CGS
 NH0772  HISTORY     - 20010303 MARK NOT FOUND   NGS
 NH0772
 NH0772                          STATION DESCRIPTION
 NH0772
 NH0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NH0772'2 MI N FROM MONROE.
 NH0772'2 MILES NORTH OF THE DEPOT AT MONROE.  ALONG THE ILLINOIS CENTRAL
 NH0772'RAILROAD AT PRIVATE CROSSING, AT MILEPOST M-34.  SET IN POST
 NH0772'24 FEET EAST OF THE CENTER LINE OF THE TRACK, 21 FEET SOUTH OF
 NH0772'THE CENTER LINE OF THE ROAD CROSSING, 5 FEET SOUTH OF POLE, 27
 NH0772'FEET WEST OF RIGHT-OF-WAY FENCE, 1 FOOT ABOVE TRACK LEVEL.
 NH0772
 NH0772                          STATION RECOVERY (2001)
 NH0772
 NH0772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0772'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0304 ***********************************************************************
 NH0304  DESIGNATION -  D 115
 NH0304  PID         -  NH0304
 NH0304  STATE/COUNTY-  WI/WALWORTH
 NH0304  USGS QUAD   -  CLINTON (1976)
 NH0304
 NH0304                         *CURRENT SURVEY CONTROL
 NH0304  ___________________________________________________________________
 NH0304* NAD 83(1986)-  42 35 14.     (N)    088 45 00.     (W)     SCALED    
 NH0304* NAVD 88     -       264.779  (meters)     868.70   (feet)  ADJUSTED  
 NH0304  ___________________________________________________________________
 NH0304  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 NH0304  DYNAMIC HT  -         264.698 (meters)     868.43  (feet)  COMP
 NH0304  MODELED GRAV-     980,309.2   (mgal)                       NAVD 88
 NH0304
 NH0304  VERT ORDER  -  SECOND    CLASS 0
 NH0304
 NH0304.The horizontal coordinates were scaled from a topographic map and have
 NH0304.an estimated accuracy of +/- 6 seconds.
 NH0304
 NH0304.The orthometric height was determined by differential leveling
 NH0304.and adjusted by the National Geodetic Survey in June 1991..
 NH0304
 NH0304.The geoid height was determined by GEOID03.
 NH0304
 NH0304.The dynamic height is computed by dividing the NAVD 88
 NH0304.geopotential number by the normal gravity value computed on the
 NH0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0304.degrees latitude (g = 980.6199 gals.).
 NH0304
 NH0304.The modeled gravity was interpolated from observed gravity values.
 NH0304
 NH0304;                    North         East    Units  Estimated Accuracy
 NH0304;SPC WI S     -    66,010.      702,610.      MT  (+/- 180 meters Scaled)
 NH0304
 NH0304                          SUPERSEDED SURVEY CONTROL
 NH0304
 NH0304  NGVD 29 (??/??/92)  264.849  (m)          868.93   (f) ADJ UNCH    2 0
 NH0304
 NH0304.Superseded values are not recommended for survey control.
 NH0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0304.See file dsdata.txt to determine how the superseded data were derived.
 NH0304
 NH0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN564164(NAD 83)
 NH0304_MARKER: DB = BENCH MARK DISK
 NH0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0304_STAMPING: D 115 1934
 NH0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0304+STABILITY: SURFACE MOTION
 NH0304
 NH0304  HISTORY     - Date     Condition        Report By
 NH0304  HISTORY     - 1934     MONUMENTED       CGS
 NH0304  HISTORY     - 1960     GOOD             NGS
 NH0304
 NH0304                          STATION DESCRIPTION
 NH0304
 NH0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NH0304'AT BARDWELL.
 NH0304'AT BARDWELL, ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 NH0304'RAILROAD, 10 RAILS SOUTHEAST OF THE CROSSING OF RAILROAD TRACKS
 NH0304'OF THE C. M. ST. P. AND P. RR. LINE, 8 1/2 RAILS SOUTHEAST OF
 NH0304'THE SOUTHEAST END OF THE STATION, 30 1/2 FEET SOUTHWEST OF
 NH0304'THE SOUTHWEST RAIL OF A CONNECTING TRACK FOR THE RAILROAD, 49
 NH0304'FEET SOUTHWEST OF AND ACROSS THE CONNECTING TRACK FROM THE
 NH0304'SOUTHWEST RAIL OF THE MAIN TRACK, 9 1/2 FEET WEST OF THE FIRST
 NH0304'TELEPHONE POLE SOUTHEAST OF MILEPOLE 82, 21 FEET WEST OF A STEEL
 NH0304'POST SUPPORTING A SIGNAL CONTROL BOX, 1 1/2 FEET SOUTHEAST OF
 NH0304'A STEEL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 NH0304'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0301 ***********************************************************************
 NG0301  DESIGNATION -  D 116
 NG0301  PID         -  NG0301
 NG0301  STATE/COUNTY-  WI/RACINE
 NG0301  USGS QUAD   -  STURTEVANT (1994)
 NG0301
 NG0301                         *CURRENT SURVEY CONTROL
 NG0301  ___________________________________________________________________
 NG0301* NAD 83(1986)-  42 42 06.     (N)    087 53 40.     (W)     SCALED    
 NG0301* NAVD 88     -       214.628  (meters)     704.16   (feet)  ADJUSTED  
 NG0301  ___________________________________________________________________
 NG0301  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 NG0301  DYNAMIC HT  -         214.564 (meters)     703.95  (feet)  COMP
 NG0301  MODELED GRAV-     980,318.1   (mgal)                       NAVD 88
 NG0301
 NG0301  VERT ORDER  -  SECOND    CLASS 0
 NG0301
 NG0301.The horizontal coordinates were scaled from a topographic map and have
 NG0301.an estimated accuracy of +/- 6 seconds.
 NG0301
 NG0301.The orthometric height was determined by differential leveling
 NG0301.and adjusted by the National Geodetic Survey in June 1991..
 NG0301
 NG0301.The geoid height was determined by GEOID03.
 NG0301
 NG0301.The dynamic height is computed by dividing the NAVD 88
 NG0301.geopotential number by the normal gravity value computed on the
 NG0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0301.degrees latitude (g = 980.6199 gals.).
 NG0301
 NG0301.The modeled gravity was interpolated from observed gravity values.
 NG0301
 NG0301;                    North         East    Units  Estimated Accuracy
 NG0301;SPC WI S     -    80,130.      772,500.      MT  (+/- 180 meters Scaled)
 NG0301
 NG0301                          SUPERSEDED SURVEY CONTROL
 NG0301
 NG0301  NGVD 29 (??/??/92)  214.710  (m)          704.43   (f) ADJ UNCH    2 0
 NG0301
 NG0301.Superseded values are not recommended for survey control.
 NG0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0301.See file dsdata.txt to determine how the superseded data were derived.
 NG0301
 NG0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN267280(NAD 83)
 NG0301_MARKER: DB = BENCH MARK DISK
 NG0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NG0301_STAMPING: D 116 1934
 NG0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0301+STABILITY: SURFACE MOTION
 NG0301
 NG0301  HISTORY     - Date     Condition        Report By
 NG0301  HISTORY     - 1934     MONUMENTED       CGS
 NG0301  HISTORY     - 1959     MARK NOT FOUND   NGS
 NG0301  HISTORY     - 1972     MARK NOT FOUND   NGS
 NG0301
 NG0301                          STATION DESCRIPTION
 NG0301
 NG0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NG0301'AT STURTEVANT.
 NG0301'AT STURTEVANT, RACINE COUNTY, 0.6 MILE EAST ALONG THE CHICAGO,
 NG0301'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FROM A CROSSING, AT A
 NG0301'ROAD CROSSING, 42 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 NG0301'34 FEET EAST OF THE CENTERLINE OF THE ROAD, 6 FEET SOUTH OF THE
 NG0301'RIGHT-OF-WAY FENCE, AND 1.5 FEET ABOVE THE LEVEL OF THE TRACK.
 NG0301'A STANDARD DISK, STAMPED D 116 1934 AND SET IN THE TOP OF A
 NG0301'CONCRETE POST.
 NG0301
 NG0301                          STATION RECOVERY (1972)
 NG0301
 NG0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 NG0301'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0272 ***********************************************************************
 NH0272  DESIGNATION -  D 118
 NH0272  PID         -  NH0272
 NH0272  STATE/COUNTY-  WI/ROCK
 NH0272  USGS QUAD   -  CLINTON (1976)
 NH0272
 NH0272                         *CURRENT SURVEY CONTROL
 NH0272  ___________________________________________________________________
 NH0272* NAD 83(1986)-  42 34 48.     (N)    088 46 41.     (W)     SCALED    
 NH0272* NAVD 88     -       280.291  (meters)     919.59   (feet)  ADJUSTED  
 NH0272  ___________________________________________________________________
 NH0272  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 NH0272  DYNAMIC HT  -         280.206 (meters)     919.31  (feet)  COMP
 NH0272  MODELED GRAV-     980,308.7   (mgal)                       NAVD 88
 NH0272
 NH0272  VERT ORDER  -  SECOND    CLASS I
 NH0272
 NH0272.The horizontal coordinates were scaled from a topographic map and have
 NH0272.an estimated accuracy of +/- 6 seconds.
 NH0272
 NH0272.The orthometric height was determined by differential leveling
 NH0272.and adjusted by the National Geodetic Survey in February 2004..
 NH0272
 NH0272.The geoid height was determined by GEOID03.
 NH0272
 NH0272.The dynamic height is computed by dividing the NAVD 88
 NH0272.geopotential number by the normal gravity value computed on the
 NH0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0272.degrees latitude (g = 980.6199 gals.).
 NH0272
 NH0272.The modeled gravity was interpolated from observed gravity values.
 NH0272
 NH0272;                    North         East    Units  Estimated Accuracy
 NH0272;SPC WI S     -    65,170.      700,310.      MT  (+/- 180 meters Scaled)
 NH0272
 NH0272                          SUPERSEDED SURVEY CONTROL
 NH0272
 NH0272  NAVD 88 (06/15/91)  280.303  (m)          919.63   (f) UNKNOWN     2 0
 NH0272  NGVD 29 (??/??/92)  280.369  (m)          919.84   (f) ADJ UNCH    2 0
 NH0272
 NH0272.Superseded values are not recommended for survey control.
 NH0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0272.See file dsdata.txt to determine how the superseded data were derived.
 NH0272
 NH0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN540157(NAD 83)
 NH0272_MARKER: DB = BENCH MARK DISK
 NH0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0272_STAMPING: D 118 1960
 NH0272_MARK LOGO: CGS   
 NH0272_PROJECTION: PROJECTING 10 CENTIMETERS
 NH0272_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NH0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0272+STABILITY: SURFACE MOTION
 NH0272_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NH0272+SATELLITE: SATELLITE OBSERVATIONS - 2003
 NH0272
 NH0272  HISTORY     - Date     Condition        Report By
 NH0272  HISTORY     - 1960     MONUMENTED       CGS
 NH0272  HISTORY     - 19950708 GOOD             USPSQD
 NH0272  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH0272  HISTORY     - 2003     GOOD             WIDT
 NH0272
 NH0272                          STATION DESCRIPTION
 NH0272
 NH0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0272'1.5 MI SW FROM BARDWELL.
 NH0272'ABOUT 1.5 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST.
 NH0272'PAUL AND PACIFIC RAILROAD FROM THE STATION AT BARDWELL, ABOUT
 NH0272'4.7 MILES NE. ALONG THE C. M. ST. P. AND P. RR. FROM THE STATION
 NH0272'AT CLINTON, ROCK COUNTY, 0.2 MILE SOUTHWEST OF MILEPOLE 54,
 NH0272'0.1 MILE SW OF THE ROCK-WALWORTH COUNTY LINE, AT THE CROSSING
 NH0272'OF S.D. TOWN LINE ROAD, (THE FIRST CROSSING SOUTHWEST OF ALLENS
 NH0272'GROVE), 45 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 57 FEET
 NH0272'SOUTH OF THE CENTER LINE OF THE CROSSING, 58 1/2 FEET SOUTHWEST
 NH0272'OF THE FIRST TELEPHONE POLE SOUTHWEST OF THE ROAD, 1 1/2 FEET
 NH0272'NORTHWEST OF THE RIGHT-OF-WAY FENCE LINE, 2 FEET NORTHEAST OF
 NH0272'A STEEL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 NH0272'TRACK, AND SET IN TOP OF A CONCRETE POST PROJECTING 5
 NH0272'INCHES.
 NH0272
 NH0272                          STATION RECOVERY (1995)
 NH0272
 NH0272'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH0272'RECOVERED IN GOOD CONDITION.
 NH0272
 NH0272                          STATION RECOVERY (2001)
 NH0272
 NH0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0272'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH0272
 NH0272                          STATION RECOVERY (2003)
 NH0272
 NH0272'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 NH0272'THE STATION IS LOCATED ABOUT 23 KM SOUTHEAST OF JANESVILLE AND 22 KM
 NH0272'NORTHEAST OF BELOIT. OWNERSHIP--WISCONSIN DEPARTMENT OF
 NH0272'TRANSPORTATION. TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 NH0272'HIGHWAY 43 WITH US HIGHWAY 14 ABOUT 1 KM NORTHWEST OF THE VILLAGE OF
 NH0272'DARIEN, GO SOUTHEAST ON US HIGHWAY 14 FOR 1.6 KM TO COUNTY HIGHWAY X,
 NH0272'TURN RIGHT AND GO SOUTHWEST ON COUNTY HIGHWAY X FOR FOR 4.8 KM TO
 NH0272'MAIN STREET ON THE RIGHT, TURN RIGHT AND GO NORTH ON MAIN STREET FOR
 NH0272'0.2 KM TO CLINTON STREET, TURN LEFT AND GO WEST ON CLINTON STREET FOR
 NH0272'1.3 KM TO A DEAD END AND THE STATION STRAIGHT AHEAD. THE STATION IS A
 NH0272'BRONZE US COAST AND GEODETIC BENCH MARK DISK SET IN THE TOP OF A
 NH0272'24-CM DIAMETER CONCRETE POST ABOUT 0.5 M ABOVE THE NATURE TRAIL. THE
 NH0272'STATION IS 14.7 M SOUTH OF THE CENTERLINE OF PELISHEK NATURE TRAIL,
 NH0272'90 M WEST OF WEST END OF PAVEMENT OF A DEAD END ROAD, 4.5 M EAST OF A
 NH0272'25-CM DIAMETER, 65-CM TALL CUTOFF TELEPHONE POLE, AND 1.5 M NORTH OF
 NH0272'A CULTIVATED FIELD.  ---NOTE---THE STATION IS 0.2 M NORTH OF AN
 NH0272'ORANGE FIBERGLASS WITNESS POST.  ---NOTE2---THIS STATION IS NOT
 NH0272'SUITABLE FOR GPS OBSERVATIONS DUE TO OBSTRUCTIONS IN ALL QUADRANTS
 NH0272'EXTENDING HIGHER THAN 25 DEGREES ABOVE THE HORIZON..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0204 ***********************************************************************
 QN0204  DESIGNATION -  D 12
 QN0204  PID         -  QN0204
 QN0204  STATE/COUNTY-  WI/RUSK
 QN0204  USGS QUAD   -  WEYERHAUSER (1972)
 QN0204
 QN0204                         *CURRENT SURVEY CONTROL
 QN0204  ___________________________________________________________________
 QN0204* NAD 83(1986)-  45 25 23.     (N)    091 24 46.     (W)     SCALED    
 QN0204* NAVD 88     -       366.772  (meters)    1203.32   (feet)  ADJUSTED  
 QN0204  ___________________________________________________________________
 QN0204  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 QN0204  DYNAMIC HT  -         366.752 (meters)    1203.25  (feet)  COMP
 QN0204  MODELED GRAV-     980,551.4   (mgal)                       NAVD 88
 QN0204
 QN0204  VERT ORDER  -  FIRST     CLASS II
 QN0204
 QN0204.The horizontal coordinates were scaled from a topographic map and have
 QN0204.an estimated accuracy of +/- 6 seconds.
 QN0204
 QN0204.The orthometric height was determined by differential leveling
 QN0204.and adjusted by the National Geodetic Survey in June 1991..
 QN0204.WARNING-Repeat measurements at this control monument indicate possible
 QN0204.vertical movement.
 QN0204
 QN0204.The geoid height was determined by GEOID03.
 QN0204
 QN0204.The dynamic height is computed by dividing the NAVD 88
 QN0204.geopotential number by the normal gravity value computed on the
 QN0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0204.degrees latitude (g = 980.6199 gals.).
 QN0204
 QN0204.The modeled gravity was interpolated from observed gravity values.
 QN0204
 QN0204;                    North         East    Units  Estimated Accuracy
 QN0204;SPC WI C     -   177,620.      489,440.      MT  (+/- 180 meters Scaled)
 QN0204
 QN0204                          SUPERSEDED SURVEY CONTROL
 QN0204
 QN0204  NGVD 29 (??/??/92)  366.737  (m)         1203.20   (f) ADJ UNCH    1 2
 QN0204
 QN0204.Superseded values are not recommended for survey control.
 QN0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0204.See file dsdata.txt to determine how the superseded data were derived.
 QN0204
 QN0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL241311(NAD 83)
 QN0204_MARKER: DB = BENCH MARK DISK
 QN0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0204_STAMPING: D-12 1933
 QN0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0204+STABILITY: SURFACE MOTION
 QN0204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QN0204+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2005
 QN0204
 QN0204  HISTORY     - Date     Condition        Report By
 QN0204  HISTORY     - 1933     MONUMENTED       CGS
 QN0204  HISTORY     - 1934     GOOD             NGS
 QN0204  HISTORY     - 1980     GOOD             NGS
 QN0204  HISTORY     - 20051201 GOOD             WIDT
 QN0204
 QN0204                          STATION DESCRIPTION
 QN0204
 QN0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QN0204'IN WEYERHAUSER.
 QN0204'IN WEYERHAUSER ON THE SOUTHWEST CORNER OF FIRST ROAD CROSSING
 QN0204'NORTHEAST OF DEPOT, IN LINE WITH TELEGRAPH POLES, ABOUT 300
 QN0204'FEET NORTHEAST OF DEPOT, 50 FEET SOUTH OF CENTER OF ROAD CROSSING
 QN0204'EAST OF THE STATION, 28 FEET SOUTHWEST OF CENTERLINE OF ROAD,
 QN0204'37 FEET SOUTHEAST OF SOUTHEAST RAIL OF MAIN TRACK, ABOUT LEVEL
 QN0204'WITH THE TOP OF RAIL.
 QN0204
 QN0204                          STATION RECOVERY (1934)
 QN0204
 QN0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QN0204'RECOVERED IN GOOD CONDITION.
 QN0204
 QN0204                          STATION RECOVERY (1980)
 QN0204
 QN0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 QN0204'RECOVERED IN GOOD CONDITION.
 QN0204
 QN0204                          STATION RECOVERY (2005)
 QN0204
 QN0204'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 QN0204'RECOVERED IN GOOD CONDITION.  FROM THE JUNCTION OF US HIGHWAY 8 WITH
 QN0204'NORTH 5TH STREET IN THE VILLAGE OF WEYERHAUSER, GO NORTH ON NORTH 5TH
 QN0204'STREET FOR APPROXIMATELY 99 M TO A RAILROAD TRACK AND THE STATION ON
 QN0204'THE LEFT.
 QN0204'THE STATION IS 8.1 M WEST OF THE CENTERLINE OF NORTH 5TH STREEET, 12.2
 QN0204'M SOUTH OF THE CENTER OF A RAILROAD TRACK, 10.4 M NORTH OF THE NORTH
 QN0204'EDGE OF AN ENTRANCE TO A CENEX GAS STATION, 7.8 M NORTH OF POWER POLE
 QN0204'--18-3-4-71/28--, AND 1.0 M EAST OF A WHITE PLASTIC WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0459 ***********************************************************************
 NJ0459  DESIGNATION -  D 121
 NJ0459  PID         -  NJ0459
 NJ0459  STATE/COUNTY-  WI/GRANT
 NJ0459  USGS QUAD   -  GUTTENBERG (1978)
 NJ0459
 NJ0459                         *CURRENT SURVEY CONTROL
 NJ0459  ___________________________________________________________________
 NJ0459* NAD 83(1986)-  42 49 40.     (N)    091 04 30.     (W)     SCALED    
 NJ0459* NAVD 88     -       189.244  (meters)     620.88   (feet)  ADJUSTED  
 NJ0459  ___________________________________________________________________
 NJ0459  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 NJ0459  DYNAMIC HT  -         189.192 (meters)     620.71  (feet)  COMP
 NJ0459  MODELED GRAV-     980,346.1   (mgal)                       NAVD 88
 NJ0459
 NJ0459  VERT ORDER  -  FIRST     CLASS I
 NJ0459
 NJ0459.The horizontal coordinates were scaled from a topographic map and have
 NJ0459.an estimated accuracy of +/- 6 seconds.
 NJ0459
 NJ0459.The orthometric height was determined by differential leveling
 NJ0459.and adjusted by the National Geodetic Survey in June 1991..
 NJ0459
 NJ0459.The geoid height was determined by GEOID03.
 NJ0459
 NJ0459.The dynamic height is computed by dividing the NAVD 88
 NJ0459.geopotential number by the normal gravity value computed on the
 NJ0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0459.degrees latitude (g = 980.6199 gals.).
 NJ0459
 NJ0459.The modeled gravity was interpolated from observed gravity values.
 NJ0459
 NJ0459;                    North         East    Units  Estimated Accuracy
 NJ0459;SPC WI S     -    92,530.      512,100.      MT  (+/- 180 meters Scaled)
 NJ0459
 NJ0459                          SUPERSEDED SURVEY CONTROL
 NJ0459
 NJ0459  NGVD 29 (??/??/92)  189.290  (m)          621.03   (f) ADJ UNCH    1 1
 NJ0459
 NJ0459.Superseded values are not recommended for survey control.
 NJ0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0459.See file dsdata.txt to determine how the superseded data were derived.
 NJ0459
 NJ0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH573434(NAD 83)
 NJ0459_MARKER: DB = BENCH MARK DISK
 NJ0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0459_STAMPING: D 121 1970
 NJ0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0459+STABILITY: SURFACE MOTION
 NJ0459
 NJ0459  HISTORY     - Date     Condition        Report By
 NJ0459  HISTORY     - 1970     MONUMENTED       NGS
 NJ0459  HISTORY     - 19980930 GOOD             USPSQD
 NJ0459
 NJ0459                          STATION DESCRIPTION
 NJ0459
 NJ0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0459'0.2 MI W FROM GLEN HAVEN.
 NJ0459'ABOUT 0.2 MILE WEST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 NJ0459'GLEN HAVEN, 117.5 FEET SOUTHWEST OF THE CENTER OF A CROSSING
 NJ0459'OF THE ROAD AND THE BURLINGTON NORTHERN RAILROAD, 0.3 MILE SOUTH
 NJ0459'OF MILEPOST 223, 48 FEET WEST OF THE WEST RAIL OF THE WEST TRACK,
 NJ0459'IN THE SOUTHWEST CORNER OF THE GLEN HAVEN RECREATION AREA WHICH IS
 NJ0459'LOCATED BETWEEN THE TRACK AND A BOAT LANDING, 23 FEET EAST OF A
 NJ0459'LIGHT POLE, 28.3 FEET SOUTH OF A 12-INCH ELM TREE, 11.2 FEET
 NJ0459'NORTH-NORTHEAST OF A 12-INCH ELM TREE, 6.2 FEET NORTH OF A
 NJ0459'U.S. CORPS OF ENGINEERS BOUNDARY MARK, ABOUT 3 FEET BELOW THE
 NJ0459'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 NJ0459'WHICH IS LEVEL WITH THE SURFACE OF THE GROUND.  SECTION 15,
 NJ0459'T 4N, R 6W.
 NJ0459
 NJ0459                          STATION RECOVERY (1998)
 NJ0459
 NJ0459'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0459'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0354 ***********************************************************************
 ON0354  DESIGNATION -  D 122
 ON0354  PID         -  ON0354
 ON0354  STATE/COUNTY-  WI/CRAWFORD
 ON0354  USGS QUAD   -  PRAIRIE DU CHIEN (1983)
 ON0354
 ON0354                         *CURRENT SURVEY CONTROL
 ON0354  ___________________________________________________________________
 ON0354* NAD 83(1986)-  43 05 12.     (N)    091 08 29.     (W)     SCALED    
 ON0354* NAVD 88     -       192.457  (meters)     631.42   (feet)  ADJUSTED  
 ON0354  ___________________________________________________________________
 ON0354  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 ON0354  DYNAMIC HT  -         192.409 (meters)     631.26  (feet)  COMP
 ON0354  MODELED GRAV-     980,367.9   (mgal)                       NAVD 88
 ON0354
 ON0354  VERT ORDER  -  FIRST     CLASS I
 ON0354
 ON0354.The horizontal coordinates were scaled from a topographic map and have
 ON0354.an estimated accuracy of +/- 6 seconds.
 ON0354
 ON0354.The orthometric height was determined by differential leveling
 ON0354.and adjusted by the National Geodetic Survey in June 1991..
 ON0354
 ON0354.The geoid height was determined by GEOID03.
 ON0354
 ON0354.The dynamic height is computed by dividing the NAVD 88
 ON0354.geopotential number by the normal gravity value computed on the
 ON0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0354.degrees latitude (g = 980.6199 gals.).
 ON0354
 ON0354.The modeled gravity was interpolated from observed gravity values.
 ON0354
 ON0354;                    North         East    Units  Estimated Accuracy
 ON0354;SPC WI S     -   121,350.      507,070.      MT  (+/- 180 meters Scaled)
 ON0354
 ON0354                          SUPERSEDED SURVEY CONTROL
 ON0354
 ON0354  NGVD 29 (??/??/92)  192.504  (m)          631.57   (f) ADJ UNCH    1 1
 ON0354
 ON0354.Superseded values are not recommended for survey control.
 ON0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0354.See file dsdata.txt to determine how the superseded data were derived.
 ON0354
 ON0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH512721(NAD 83)
 ON0354_MARKER: DB = BENCH MARK DISK
 ON0354_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ON0354_SP_SET: 124 FEET
 ON0354_STAMPING: D 122 1970
 ON0354_MARK LOGO: CGS   
 ON0354_PROJECTION: FLUSH
 ON0354_MAGNETIC: I = MARKER IS A STEEL ROD
 ON0354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0354_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0354+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2003
 ON0354
 ON0354  HISTORY     - Date     Condition        Report By
 ON0354  HISTORY     - 1970     MONUMENTED       NGS
 ON0354  HISTORY     - 20030411 GOOD             WIDT
 ON0354
 ON0354                          STATION DESCRIPTION
 ON0354
 ON0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0354'2.2 MI N FROM PRAIRIE DU CHIEN.
 ON0354'ABOUT 2.25 MILES NORTH ALONG THE BURLINGTON NORTHERN RAILROAD
 ON0354'FROM THE STATION AT PRAIRIE DU CHIEN, 119 FEET NORTH-NORTHEAST OF
 ON0354'THE CENTER OF A CROSSING OF THE EAST TRACK AND A PAVED ROAD,
 ON0354'11 RAILS SOUTH OF MILEPOST 242, 44 FEET EAST OF THE EAST
 ON0354'RAIL OF THE EAST TRACK, 108 FEET NORTH OF THE CENTER LINE OF THE
 ON0354'PAVED ROAD, 89 FEET NORTH OF A CORNER FENCE POST, 7 1/2 FEET
 ON0354'EAST OF A TELEPHONE POLE WHICH IS BRACED BY 2 GUY WIRES, 1 1/2
 ON0354'FEET WEST OF A FENCE, 0.9 FOOT SOUTHEAST OF A METAL WITNESS
 ON0354'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND ON THE
 ON0354'TOP OF A COPPER COATED ROD THAT IS DRIVEN TO REFUSAL AT A
 ON0354'DEPTH OF 124 FEET AND IS ENCASED IN A 4-INCH IRON PIPE WHICH
 ON0354'PROJECTS 4 INCHES.  SECTION 13, T 7N, R 6W.
 ON0354
 ON0354                          STATION RECOVERY (2003)
 ON0354
 ON0354'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 ON0354'OWNERSHIP-- BURLINGTON NORTHERN RAILROAD.  TO REACH THE STATION FROM
 ON0354'THE JUNCTION OF STATE HIGHWAY 35 WITH STATE HIGHWAY 27 IN THE CITY OF
 ON0354'PRAIRIE DU CHIEN, GO NORTH ON STATE HIGHWAY 35 FOR 2.5 MI (4.02 KM) TO
 ON0354'LIMERY ROAD, TURN LEFT AND GO WEST ON LIMERY ROAD FOR 0.2 MI (0.32 KM)
 ON0354'TO THE RAILROAD TRACKS AND THE STATION ON THE RIGHT ALONG THE RAILROAD
 ON0354'RIGHT OF WAY.  THE STATION IS A BRONZE US COAST AND GEODETIC SURVEY
 ON0354'BENCH MARK DISK SET IN THE TOP OF A COPPER-CLAD ROD ABOUT 1 M (3.3 FT)
 ON0354'BELOW THE TRACKS.  THE STATION IS 32.7 M (107.3 FT) NORTH OF THE
 ON0354'CENTERLINE OF LIMERY ROAD, 27.1 M (88.9 FT) NORTH OF A CORNER POST OF
 ON0354'A WOODEN FENCE, 13.8 M (45.3 FT) EAST OF THE EAST RAIL OF THE RAILROAD
 ON0354'TRACKS, 0.4 M (1.3 FT) WEST OF A BARBED WIRE FENCE, 0.3 M (1.0 FT)
 ON0354'SOUTHEAST OF A STEEL WITNESS POST.---NOTE---THIS STATION IS NOT
 ON0354'SUITABLE FOR GPS OBSERVATION DUE TO BEING SURROUNDED BY BRUSH AND
 ON0354'TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0412 ***********************************************************************
 ON0412  DESIGNATION -  D 123
 ON0412  PID         -  ON0412
 ON0412  STATE/COUNTY-  WI/CRAWFORD
 ON0412  USGS QUAD   -  LANSING (1983)
 ON0412
 ON0412                         *CURRENT SURVEY CONTROL
 ON0412  ___________________________________________________________________
 ON0412* NAD 83(1986)-  43 22 16.     (N)    091 09 01.     (W)     SCALED    
 ON0412* NAVD 88     -       192.885  (meters)     632.82   (feet)  ADJUSTED  
 ON0412  ___________________________________________________________________
 ON0412  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 ON0412  DYNAMIC HT  -         192.842 (meters)     632.68  (feet)  COMP
 ON0412  MODELED GRAV-     980,396.1   (mgal)                       NAVD 88
 ON0412
 ON0412  VERT ORDER  -  FIRST     CLASS I
 ON0412
 ON0412.The horizontal coordinates were scaled from a topographic map and have
 ON0412.an estimated accuracy of +/- 6 seconds.
 ON0412
 ON0412.The orthometric height was determined by differential leveling
 ON0412.and adjusted by the National Geodetic Survey in June 1991..
 ON0412
 ON0412.The geoid height was determined by GEOID03.
 ON0412
 ON0412.The dynamic height is computed by dividing the NAVD 88
 ON0412.geopotential number by the normal gravity value computed on the
 ON0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0412.degrees latitude (g = 980.6199 gals.).
 ON0412
 ON0412.The modeled gravity was interpolated from observed gravity values.
 ON0412
 ON0412;                    North         East    Units  Estimated Accuracy
 ON0412;SPC WI S     -   152,960.      506,780.      MT  (+/- 180 meters Scaled)
 ON0412
 ON0412                          SUPERSEDED SURVEY CONTROL
 ON0412
 ON0412  NGVD 29 (??/??/92)  192.929  (m)          632.97   (f) ADJ UNCH    1 1
 ON0412
 ON0412.Superseded values are not recommended for survey control.
 ON0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0412.See file dsdata.txt to determine how the superseded data were derived.
 ON0412
 ON0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ498036(NAD 83)
 ON0412_MARKER: DB = BENCH MARK DISK
 ON0412_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ON0412_SP_SET: 6 FEET
 ON0412_STAMPING: D 123 1970
 ON0412_MARK LOGO: CGS   
 ON0412_PROJECTION: RECESSED 10 CENTIMETERS
 ON0412_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ON0412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0412_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0412+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2003
 ON0412
 ON0412  HISTORY     - Date     Condition        Report By
 ON0412  HISTORY     - 1970     MONUMENTED       NGS
 ON0412  HISTORY     - 1985     GOOD             USPSQD
 ON0412  HISTORY     - 20030412 GOOD             WIDT
 ON0412
 ON0412                          STATION DESCRIPTION
 ON0412
 ON0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0412'3.2 MI NW FROM FERRYVILLE.
 ON0412'ABOUT 3.25 MILES NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD
 ON0412'FROM THE STATION AT FERRYVILLE, 176 FEET NORTHEAST AND ACROSS
 ON0412'STATE HIGHWAY 35 FROM THE NORTHEAST RAIL, 97 FEET NORTHEAST OF
 ON0412'THE CENTER LINE OF THE HIGHWAY, 9.4 FEET NORTHEAST OF THE EAST
 ON0412'CORNER OF A 12-INCH HIGH STONE CURB AROUND A PARKING AREA FOR A
 ON0412'ROADSIDE PARK AND PICNIC AREA, 1.0 FOOT SOUTHWEST OF A METAL
 ON0412'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, ABOUT 4 FEET BELOW
 ON0412'THE LEVEL OF THE TRACK, AND ON THE TOP OF A COPPER COATED ROD
 ON0412'THAT IS DRIVEN TO REFUSAL AT A DEPTH OF 6 FEET AND IS ENCASED
 ON0412'IN A 4-INCH IRON PIPE WHICH PROJECTS 3 INCHES.  SECTION 1,
 ON0412'T 10 N, R 6 W
 ON0412
 ON0412                          STATION RECOVERY (1985)
 ON0412
 ON0412'RECOVERY NOTE BY US POWER SQUADRON 1985
 ON0412'RECOVERED IN GOOD CONDITION.
 ON0412
 ON0412                          STATION RECOVERY (2003)
 ON0412
 ON0412'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 ON0412'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 ON0412'STATION FROM THE SOUTH JUNCTION OF STATE HIGHWAY 35 WITH STATE HIGHWAY
 ON0412'82 ABOUT 2 MI (3.22 KM) SOUTH OF THE VILLAGE OF DE SOTO, GO SOUTH ON
 ON0412'STATE HIGHWAY 35 FOR 2.0 MI (3.22 KM) TO A GRAVEL PARK AREA AND THE
 ON0412'STATION ON THE LEFT AT THE EAST END OF THE PARK AREA AND AT THE
 ON0412'NORTHWEST END OF A CAUSEWAY.  THE STATION IS A BRONZE US COAST AND
 ON0412'GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP OF A COPPER CLAD STEEL
 ON0412'ROD WITH A 4 INCH (10 CM) SLEEVE SET TO A DEPTH OF 6 FT (1.8 M) ABOUT
 ON0412'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 29.3 M (96.1 FT)
 ON0412'NORTH OF THE CENTERLINE OF STATE HIGHWAY 35, 55.0 M (180.4 FT) EAST OF
 ON0412'THE SOUTHEAST WOOD POST FOR A --RUSH CREEK STATE NATIONAL AREA-- SIGN,
 ON0412'21.8 M (71.5 FT) NORTH OF THE NORTHWEST END OF A WOOD POST SUPPORTING
 ON0412'A GUARD RAIL, 14.8 M (48.6 FT) NORTH OF THE NORTHEAST CORNER TO A
 ON0412'METAL CATTLE GATE AND 0.4 M (1.3 FT) SOUTH OF A STEEL WITNESS POST.
 ON0412'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATION DUE TO
 ON0412'TREES OVERHEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0239 ***********************************************************************
 ON0239  DESIGNATION -  D 124
 ON0239  PID         -  ON0239
 ON0239  STATE/COUNTY-  WI/VERNON
 ON0239  USGS QUAD   -  STODDARD (1983)
 ON0239
 ON0239                         *CURRENT SURVEY CONTROL
 ON0239  ___________________________________________________________________
 ON0239* NAD 83(1986)-  43 43 18.     (N)    091 12 03.     (W)     SCALED    
 ON0239* NAVD 88     -       195.195  (meters)     640.40   (feet)  ADJUSTED  
 ON0239  ___________________________________________________________________
 ON0239  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 ON0239  DYNAMIC HT  -         195.155 (meters)     640.27  (feet)  COMP
 ON0239  MODELED GRAV-     980,410.7   (mgal)                       NAVD 88
 ON0239
 ON0239  VERT ORDER  -  FIRST     CLASS I
 ON0239
 ON0239.The horizontal coordinates were scaled from a topographic map and have
 ON0239.an estimated accuracy of +/- 6 seconds.
 ON0239
 ON0239.The orthometric height was determined by differential leveling
 ON0239.and adjusted by the National Geodetic Survey in June 1991..
 ON0239
 ON0239.The geoid height was determined by GEOID03.
 ON0239
 ON0239.The dynamic height is computed by dividing the NAVD 88
 ON0239.geopotential number by the normal gravity value computed on the
 ON0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0239.degrees latitude (g = 980.6199 gals.).
 ON0239
 ON0239.The modeled gravity was interpolated from observed gravity values.
 ON0239
 ON0239;                    North         East    Units  Estimated Accuracy
 ON0239;SPC WI S     -   191,960.      503,250.      MT  (+/- 180 meters Scaled)
 ON0239
 ON0239                          SUPERSEDED SURVEY CONTROL
 ON0239
 ON0239  NGVD 29 (??/??/92)  195.207  (m)          640.44   (f) ADJ UNCH    1 1
 ON0239
 ON0239.Superseded values are not recommended for survey control.
 ON0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0239.See file dsdata.txt to determine how the superseded data were derived.
 ON0239
 ON0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ449425(NAD 83)
 ON0239_MARKER: DB = BENCH MARK DISK
 ON0239_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ON0239_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ON0239_STAMPING: D 124 1970
 ON0239_MARK LOGO: CGS   
 ON0239_PROJECTION: FLUSH
 ON0239_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ON0239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0239_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0239+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2004
 ON0239
 ON0239  HISTORY     - Date     Condition        Report By
 ON0239  HISTORY     - 1970     MONUMENTED       NGS
 ON0239  HISTORY     - 20030520 GOOD             USPSQD
 ON0239  HISTORY     - 20040410 GOOD             WIDT
 ON0239
 ON0239                          STATION DESCRIPTION
 ON0239
 ON0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0239'4.5 MI N FROM STODDARD.
 ON0239'ABOUT 4.5 MILES NORTH ALONG STATE HIGHWAY 35 FROM THE POST OFFICE
 ON0239'AT STODDARD, OR ABOUT 2.35 MILES SOUTHEAST ALONG U.S. HIGHWAY 14
 ON0239'AND 61 AND STATE HIGHWAY 35 FROM THE STATE OFFICE BUILDING AT
 ON0239'LA CROSSE, THENCE 2.15 MILES SOUTH ALONG STATE HIGHWAY 35, 0.3
 ON0239'MILE SOUTH OF THE VERNON-LA CROSSE COUNTY LINE, 74 FEET WEST
 ON0239'OF THE CENTER LINE OF THE HIGHWAY, 73 FEET SOUTHWEST OF THE SOUTH
 ON0239'END OF THE WEST CONCRETE CURB OF A HIGHWAY BRIDGE OVER CHIPMUNK
 ON0239'COULEE, 13 FEET SOUTH OF A CORNER FENCE POST, 1.4 FEET EAST OF
 ON0239'A FENCE, 1.0 FOOT WEST OF A METAL WITNESS POST, ABOUT 5 FEET
 ON0239'BELOW THE LEVEL OF THE HIGHWAY, AND BRAZED ON THE TOP OF A 3-INCH
 ON0239'IRON PIPE WHICH PROJECTS 3 INCHES.  SECTION 3, T 14N, R 7W.
 ON0239
 ON0239                          STATION RECOVERY (2003)
 ON0239
 ON0239'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 ON0239'RECOVERED IN GOOD CONDITION.  ADD-- IT IS ABOUT 33 FEET NORTHWEST OF
 ON0239'AN ORANGE FIBER OPTIC CABLE SIGN AND 15 FEET DEEP IN THE BRUSH LINE.
 ON0239'TREES OBSTRUCT SATELLITE OBSERVATIONS.
 ON0239
 ON0239                          STATION RECOVERY (2004)
 ON0239
 ON0239'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 ON0239'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 ON0239'STATION FROM THE JUNCTION OF US HIGHWAY 14 AND US HIGHWAY 61 WITH
 ON0239'STATE HIGHWAY 35 ON THE SOUTH SIDE OF LA CROSSE, GO SOUTH ON STATE
 ON0239'HIGHWAY 35 FOR 1.9 MI (3.06 KM) TO MALLARD LANE, CONTINUE SOUTH ON
 ON0239'STATE HIGHWAY 35 FOR 0.2 MI (0.32 KM) TO THE BRIDGE OVER CHIPMUNK
 ON0239'COULEE CREEK AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE US
 ON0239'COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP OF A 7.5-CM
 ON0239'IRON PIPE ABOUT 2 M (6.6 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION
 ON0239'IS 21 M (68.9 FT) SOUTHWEST OF THE WEST END OF THE SOUTH BRIDGE
 ON0239'ABUTMENT, 3.9 M (12.8 FT) SOUTH OF A 25-CM DIAMETER WOOD CORNER FENCE
 ON0239'POST WITH A --NO TRESPASSING--SIGN, 0.8 M (2.6 FT) SOUTHEAST OF A
 ON0239'METAL POST FOR A BARBED WIRE FENCE AND 0.3 M (1.0 FT) WEST OF A STEEL
 ON0239'WITNESS POST.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 ON0239'OBSERVATIONS DUE TO THE TREES IN ALL QUADRANTS EXTENDING TO 45 DEGREES
 ON0239'ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0408 ***********************************************************************
 PO0408  DESIGNATION -  D 125
 PO0408  PID         -  PO0408
 PO0408  STATE/COUNTY-  WI/BUFFALO
 PO0408  USGS QUAD   -  FOUNTAIN CITY (1972)
 PO0408
 PO0408                         *CURRENT SURVEY CONTROL
 PO0408  ___________________________________________________________________
 PO0408* NAD 83(1991)-  44 08 59.68071(N)    091 44 17.28290(W)     ADJUSTED  
 PO0408* NAVD 88     -       203.866  (meters)     668.85   (feet)  ADJUSTED  
 PO0408  ___________________________________________________________________
 PO0408  X           -    -139,040.073 (meters)                     COMP
 PO0408  Y           -  -4,581,904.957 (meters)                     COMP
 PO0408  Z           -   4,420,179.470 (meters)                     COMP
 PO0408  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 PO0408  ELLIP HEIGHT-         173.46  (meters)          (05/11/98) GPS OBS
 PO0408  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 PO0408  DYNAMIC HT  -         203.839 (meters)     668.76  (feet)  COMP
 PO0408  MODELED GRAV-     980,478.7   (mgal)                       NAVD 88
 PO0408
 PO0408  HORZ ORDER  -  FIRST
 PO0408  VERT ORDER  -  FIRST     CLASS I
 PO0408  ELLP ORDER  -  FOURTH    CLASS I
 PO0408
 PO0408.The horizontal coordinates were established by GPS observations
 PO0408.and adjusted by the National Geodetic Survey in May 1998..
 PO0408
 PO0408.The orthometric height was determined by differential leveling
 PO0408.and adjusted by the National Geodetic Survey in June 1991..
 PO0408
 PO0408.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PO0408
 PO0408.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0408
 PO0408.The ellipsoidal height was determined by GPS observations
 PO0408.and is referenced to NAD 83.
 PO0408
 PO0408.The geoid height was determined by GEOID03.
 PO0408
 PO0408.The dynamic height is computed by dividing the NAVD 88
 PO0408.geopotential number by the normal gravity value computed on the
 PO0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0408.degrees latitude (g = 980.6199 gals.).
 PO0408
 PO0408.The modeled gravity was interpolated from observed gravity values.
 PO0408
 PO0408;                    North         East     Units Scale Factor Converg.
 PO0408;SPC WI C     -    36,665.953   460,950.152   MT  1.00002043   -1 13 35.0
 PO0408;SPC WI C     -   120,294.88  1,512,300.62   sFT  1.00002043   -1 13 35.0
 PO0408;UTM  15      - 4,889,297.472   600,914.148   MT  0.99972524   +0 52 44.4
 PO0408
 PO0408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0408!SPC WI C     -   0.99997280  x   1.00002043  =   0.99999323
 PO0408!UTM  15      -   0.99997280  x   0.99972524  =   0.99969805
 PO0408
 PO0408                          SUPERSEDED SURVEY CONTROL
 PO0408
 PO0408  NAVD 88 (05/11/98)  203.87   (m)          668.9    (f) LEVELING    3  
 PO0408  NGVD 29 (??/??/92)  203.885  (m)          668.91   (f) ADJ UNCH    1 1
 PO0408
 PO0408.Superseded values are not recommended for survey control.
 PO0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0408.See file dsdata.txt to determine how the superseded data were derived.
 PO0408
 PO0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ0091489297(NAD 83)
 PO0408_MARKER: DD = SURVEY DISK
 PO0408_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PO0408_SP_SET: 11 1/2 FEET
 PO0408_STAMPING: D 125 1970
 PO0408_MARK LOGO: NGS   
 PO0408_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PO0408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PO0408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PO0408+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2002
 PO0408
 PO0408  HISTORY     - Date     Condition        Report By
 PO0408  HISTORY     - 1970     MONUMENTED       NGS
 PO0408  HISTORY     - 19961014 GOOD             MNDT
 PO0408  HISTORY     - 20020401 GOOD             MNDT
 PO0408
 PO0408                          STATION DESCRIPTION
 PO0408
 PO0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PO0408'1.7 MI NW FROM FOUNTAIN CITY.
 PO0408'ABOUT 1.7 MILES NORTHWEST ALONG STATE HIGHWAY 35 FROM THE POST
 PO0408'OFFICE AT FOUNTAIN CITY, 0.1 MILE SOUTHEAST OF A HIGHWAY BRIDGE
 PO0408'OVER WAUMANDEE CREEK, 64 FEET NORTHEAST OF THE CENTER LINE OF THE
 PO0408'HIGHWAY, ON THE OUTSIDE OF A CURVE IN THE HIGHWAY, 47 FEET EAST
 PO0408'OF THE CENTER LINE OF A PAVED ROAD, 25 FEET NORTHWEST OF THE
 PO0408'CENTER OF A GATE, 18 FEET SOUTHWEST OF TELEPHONE POLE NUMBER 1084,
 PO0408'0.8 FOOT SOUTHWEST OF A FENCE, 0.8 FOOT SOUTHEAST OF A METAL
 PO0408'WITNESS POST, ABOUT 4 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 PO0408'AND ON THE TOP OF A COPPER COATED ROD THAT IS DRIVEN TO REFUSAL
 PO0408'AT A DEPTH OF 11 1/2 FEET AND IS ENCASED IN A 4-INCH IRON PIPE
 PO0408'WHICH PROJECTS 1 INCH.  SECTION 6, T 19N, R 11W
 PO0408
 PO0408                          STATION RECOVERY (1996)
 PO0408
 PO0408'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 PO0408'THE MARK WAS RECOVERED IN GOOD CONDITION 1.7 MI (2.7 KM) NW OF
 PO0408'FOUNTAIN CITY-WI, 1.6 MI (2.6 KM) NW ALONG STATE HIGHWAY 35 FROM JCT
 PO0408'OF STATE HIGHWAY 95 AND STATE HIGHWAY 35 IN FOUNTAIN CITY, 0.1 MI (0.2
 PO0408'KM) SE OF BRDG OVER WAUMANDEE CREEK, 64.0 FT (19.5 M) NE OF STATE
 PO0408'HIGHWAY 35, ON OUTSIDE OF CURVE IN HIGHWAY, 0.8 FT (24.4 CM) SE OF WIT
 PO0408'POST, FLUSH WITH GROUND.
 PO0408
 PO0408                          STATION RECOVERY (2002)
 PO0408
 PO0408'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 PO0408'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED 1.7 MI NW OF
 PO0408'FOUNTAIN CITY-WI, 1.6 MI NW ALONG STATE HIGHWAY 35 FROM J CT OF
 PO0408'STATE HIGHWAY 95 AND STATE HIGHWAY 35 IN FOUNTAIN CITY-WI, 0 .1 MI SE
 PO0408'OF BRDG    OVER WAUMANDEE CREEK, 64.0 FT NE OF STATE HIGHWAY 35, 0.8
 PO0408'FT SE OF WIT POST,    FLUSH, MAGNETIC, GOOD FOR GPS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP0440 ***********************************************************************
 PP0440  DESIGNATION -  D 126
 PP0440  PID         -  PP0440
 PP0440  STATE/COUNTY-  WI/PIERCE
 PP0440  USGS QUAD   -  RED WING (1994)
 PP0440
 PP0440                         *CURRENT SURVEY CONTROL
 PP0440  ___________________________________________________________________
 PP0440* NAD 83(1986)-  44 37 06.     (N)    092 33 53.     (W)     SCALED    
 PP0440* NAVD 88     -       221.389  (meters)     726.34   (feet)  ADJUSTED  
 PP0440  ___________________________________________________________________
 PP0440  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 PP0440  DYNAMIC HT  -         221.357 (meters)     726.24  (feet)  COMP
 PP0440  MODELED GRAV-     980,467.6   (mgal)                       NAVD 88
 PP0440
 PP0440  VERT ORDER  -  FIRST     CLASS I
 PP0440
 PP0440.The horizontal coordinates were scaled from a topographic map and have
 PP0440.an estimated accuracy of +/- 6 seconds.
 PP0440
 PP0440.The orthometric height was determined by differential leveling
 PP0440.and adjusted by the National Geodetic Survey in June 1991..
 PP0440
 PP0440.The geoid height was determined by GEOID03.
 PP0440
 PP0440.The dynamic height is computed by dividing the NAVD 88
 PP0440.geopotential number by the normal gravity value computed on the
 PP0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0440.degrees latitude (g = 980.6199 gals.).
 PP0440
 PP0440.The modeled gravity was interpolated from observed gravity values.
 PP0440
 PP0440;                    North         East    Units  Estimated Accuracy
 PP0440;SPC WI C     -    90,440.      396,490.      MT  (+/- 180 meters Scaled)
 PP0440
 PP0440                          SUPERSEDED SURVEY CONTROL
 PP0440
 PP0440  NGVD 29 (??/??/92)  221.350  (m)          726.21   (f) ADJ UNCH    1 1
 PP0440
 PP0440.Superseded values are not recommended for survey control.
 PP0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0440.See file dsdata.txt to determine how the superseded data were derived.
 PP0440
 PP0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK345406(NAD 83)
 PP0440_MARKER: DB = BENCH MARK DISK
 PP0440_SETTING: 80 = SET IN A BOULDER
 PP0440_SP_SET: BOULDER
 PP0440_STAMPING: D 126 1970
 PP0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0440+STABILITY: SURFACE MOTION
 PP0440
 PP0440  HISTORY     - Date     Condition        Report By
 PP0440  HISTORY     - 1970     MONUMENTED       NGS
 PP0440  HISTORY     - 20030920 GOOD             USPSQD
 PP0440
 PP0440                          STATION DESCRIPTION
 PP0440
 PP0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PP0440'2.05 MI NW FROM HAGER CITY.
 PP0440'ABOUT 0.35 MILE NORTH ALONG COUNTY ROAD VV FROM THE POST OFFICE AT
 PP0440'HAGER CITY, THENCE 1.7 MILES NORTHWEST ALONG COUNTY ROAD E, 100 FEET
 PP0440'NORTHEAST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A 3- X
 PP0440'5-FOOT BOULDER WHICH PROJECTS 6 INCHES ABOVE THE SURFACE OF THE
 PP0440'GROUND, 141 FEET EAST OF THE NORTHEAST END OF A CORRUGATED METAL PIPE
 PP0440'CULVERT UNDER THE ROAD, 67 FEET SOUTHWEST OF A 12-INCH SPRUCE TREE,
 PP0440'AND ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD.  SECTION 28, T 25N, R
 PP0440'18W.
 PP0440
 PP0440                          STATION RECOVERY (2003)
 PP0440
 PP0440'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEH)
 PP0440'REMOVE REFERENCE TO HAGER CITY POST OFFICE HAS BEEN REMOVED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP0433 ***********************************************************************
 PP0433  DESIGNATION -  D 127
 PP0433  PID         -  PP0433
 PP0433  STATE/COUNTY-  WI/PIERCE
 PP0433  USGS QUAD   -  BAY CITY (1994)
 PP0433
 PP0433                         *CURRENT SURVEY CONTROL
 PP0433  ___________________________________________________________________
 PP0433* NAD 83(1986)-  44 35 21.     (N)    092 29 32.     (W)     SCALED    
 PP0433* NAVD 88     -       237.523  (meters)     779.27   (feet)  ADJUSTED  
 PP0433  ___________________________________________________________________
 PP0433  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 PP0433  DYNAMIC HT  -         237.489 (meters)     779.16  (feet)  COMP
 PP0433  MODELED GRAV-     980,472.1   (mgal)                       NAVD 88
 PP0433
 PP0433  VERT ORDER  -  FIRST     CLASS I
 PP0433
 PP0433.This mark is at Red Wing Airport (RGK)
 PP0433
 PP0433.The horizontal coordinates were scaled from a topographic map and have
 PP0433.an estimated accuracy of +/- 6 seconds.
 PP0433
 PP0433.The orthometric height was determined by differential leveling
 PP0433.and adjusted by the National Geodetic Survey in June 1991..
 PP0433
 PP0433.The geoid height was determined by GEOID03.
 PP0433
 PP0433.The dynamic height is computed by dividing the NAVD 88
 PP0433.geopotential number by the normal gravity value computed on the
 PP0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0433.degrees latitude (g = 980.6199 gals.).
 PP0433
 PP0433.The modeled gravity was interpolated from observed gravity values.
 PP0433
 PP0433;                    North         East    Units  Estimated Accuracy
 PP0433;SPC WI C     -    87,020.      402,140.      MT  (+/- 180 meters Scaled)
 PP0433
 PP0433                          SUPERSEDED SURVEY CONTROL
 PP0433
 PP0433  NGVD 29 (??/??/92)  237.485  (m)          779.15   (f) ADJ UNCH    1 1
 PP0433
 PP0433.Superseded values are not recommended for survey control.
 PP0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0433.See file dsdata.txt to determine how the superseded data were derived.
 PP0433
 PP0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK403374(NAD 83)
 PP0433_MARKER: DB = BENCH MARK DISK
 PP0433_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0433_SP_SET: FOUNDATION
 PP0433_STAMPING: D 127 1970
 PP0433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0433
 PP0433  HISTORY     - Date     Condition        Report By
 PP0433  HISTORY     - 1970     MONUMENTED       NGS
 PP0433  HISTORY     - 20031203 MARK NOT FOUND   WIDT
 PP0433
 PP0433                          STATION DESCRIPTION
 PP0433
 PP0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PP0433'2.95 MI SE FROM HAGER CITY.
 PP0433'ABOUT 0.4 MILE SOUTH ALONG COUNTY ROADS VV AND K FROM THE POST OFFICE
 PP0433'AT HAGER CITY, THENCE 1.1 MILES EAST ALONG A PAVED ROAD, THENCE 1.1
 PP0433'MILES EAST ALONG STATE HIGHWAY 35, THENCE 0.15 MILE SOUTH ALONG A
 PP0433'PAVED ROAD TO THE RED WING AIRPORT, THENCE 0.2 MILE SOUTHEAST ACROSS A
 PP0433'PAVED RUNWAY, 301 1/2 FEET SOUTH OF THE CENTER LINE OF THE RUNWAY, 39
 PP0433'FEET EAST OF THE CENTER LINE OF A DIRT ROAD, SET IN THE TOP OF THE
 PP0433'SOUTHWEST CORNER OF A 2- X 3-FOOT CONCRETE FOUNDATION FOR A WIND SOCK,
 PP0433'AND ABOUT 1 INCH ABOVE THE SURFACE OF THE GROUND.  SECTION 6, T 24N, R
 PP0433'17W.  NOTE-- THE CONCRETE FOUNDATION IS 5 FEET DEEP.
 PP0433
 PP0433                          STATION RECOVERY (2003)
 PP0433
 PP0433'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PP0433'AIRPORT WINDSOCK MOVED DURING RUNWAY LENGTHENING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0355 ***********************************************************************
 QL0355  DESIGNATION -  D 128
 QL0355  PID         -  QL0355
 QL0355  STATE/COUNTY-  WI/MARINETTE
 QL0355  USGS QUAD   -  MARINETTE WEST (1975)
 QL0355
 QL0355                         *CURRENT SURVEY CONTROL
 QL0355  ___________________________________________________________________
 QL0355* NAD 83(1986)-  45 04 43.     (N)    087 39 59.     (W)     SCALED    
 QL0355* NAVD 88     -       187.609  (meters)     615.51   (feet)  ADJUSTED  
 QL0355  ___________________________________________________________________
 QL0355  GEOID HEIGHT-         -36.86  (meters)                     GEOID03
 QL0355  DYNAMIC HT  -         187.591 (meters)     615.45  (feet)  COMP
 QL0355  MODELED GRAV-     980,518.5   (mgal)                       NAVD 88
 QL0355
 QL0355  VERT ORDER  -  FIRST     CLASS 0
 QL0355
 QL0355.The horizontal coordinates were scaled from a topographic map and have
 QL0355.an estimated accuracy of +/- 6 seconds.
 QL0355
 QL0355.The orthometric height was determined by differential leveling
 QL0355.and adjusted by the National Geodetic Survey in June 1991..
 QL0355
 QL0355.The geoid height was determined by GEOID03.
 QL0355
 QL0355.The dynamic height is computed by dividing the NAVD 88
 QL0355.geopotential number by the normal gravity value computed on the
 QL0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0355.degrees latitude (g = 980.6199 gals.).
 QL0355
 QL0355.The modeled gravity was interpolated from observed gravity values.
 QL0355
 QL0355;                    North         East    Units  Estimated Accuracy
 QL0355;SPC WI C     -   141,020.      783,710.      MT  (+/- 180 meters Scaled)
 QL0355
 QL0355                          SUPERSEDED SURVEY CONTROL
 QL0355
 QL0355.No superseded survey control is available for this station.
 QL0355
 QL0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ475918(NAD 83)
 QL0355_MARKER: DB = BENCH MARK DISK
 QL0355_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0355_SP_SET: 24 FEET
 QL0355_STAMPING: D 128 1972
 QL0355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0355
 QL0355  HISTORY     - Date     Condition        Report By
 QL0355  HISTORY     - 1972     MONUMENTED       NGS
 QL0355  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 QL0355  HISTORY     - 20051209 MARK NOT FOUND   WIDT
 QL0355
 QL0355                          STATION DESCRIPTION
 QL0355
 QL0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0355'2.2 MI SW FROM MARINETTE.
 QL0355'ABOUT 2.25 MILES SOUTHWEST ALONG U.S. HIGHWAY 41 FROM THE
 QL0355'COURTHOUSE AT MARINETTE, ALONG THE RIGHT-OF-WAY OF THE CHICAGO
 QL0355'AND NORTH WESTERN RAILWAY, AT A GRAVEL ROAD CROSSING, 78 FEET
 QL0355'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 51 FEET WEST OF
 QL0355'THE CENTER LINE OF THE CROSSING OF THE GRAVEL ROAD AND THE TRACK,
 QL0355'38 FEET SOUTHWEST OF THE CENTER LINE OF THE GRAVEL ROAD, 29 FEET
 QL0355'NORTHWEST OF THE NORTHWEST RAIL, 1.2 FEET NORTHEAST OF A METAL
 QL0355'WITNESS POST, ABOUT LEVEL WITH THE TRACK AND IS A DISK ON THE
 QL0355'TOP OF A COPPER COATED STEEL ROD THAT IS ENCASED IN A 6 INCH
 QL0355'METAL PIPE THAT PROJECTS 4 INCHES ABOVE THE LEVEL OF THE GROUND.
 QL0355'THE ROD WAS DRIVEN TO A DEPTH OF 24 FEET.  SECTION 14, T 30 N,
 QL0355'R 23 E.
 QL0355
 QL0355                          STATION RECOVERY (1990)
 QL0355
 QL0355'RECOVERY NOTE BY US POWER SQUADRON 1990 (RPT)
 QL0355'MARK NOT FOUND.
 QL0355
 QL0355                          STATION RECOVERY (2005)
 QL0355
 QL0355'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QL0355'MARK NOT FOUND.  ADD THE PUBLISHED DISTANCES PLACE THE STATION ON THE
 QL0355'EDGE OF A TURNING LANE FOR COUNTRY MEADOWS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0213 ***********************************************************************
 PM0213  DESIGNATION -  D 129
 PM0213  PID         -  PM0213
 PM0213  STATE/COUNTY-  WI/OCONTO
 PM0213  USGS QUAD   -  OCONTO EAST (1974)
 PM0213
 PM0213                         *CURRENT SURVEY CONTROL
 PM0213  ___________________________________________________________________
 PM0213* NAD 83(1986)-  44 53 15.     (N)    087 51 17.     (W)     SCALED    
 PM0213* NAVD 88     -       177.612  (meters)     582.72   (feet)  ADJUSTED  
 PM0213  ___________________________________________________________________
 PM0213  GEOID HEIGHT-         -36.51  (meters)                     GEOID03
 PM0213  DYNAMIC HT  -         177.595 (meters)     582.66  (feet)  COMP
 PM0213  MODELED GRAV-     980,521.1   (mgal)                       NAVD 88
 PM0213
 PM0213  VERT ORDER  -  FIRST     CLASS 0
 PM0213
 PM0213.The horizontal coordinates were scaled from a topographic map and have
 PM0213.an estimated accuracy of +/- 6 seconds.
 PM0213
 PM0213.The orthometric height was determined by differential leveling
 PM0213.and adjusted by the National Geodetic Survey in June 1991..
 PM0213
 PM0213.The geoid height was determined by GEOID03.
 PM0213
 PM0213.The dynamic height is computed by dividing the NAVD 88
 PM0213.geopotential number by the normal gravity value computed on the
 PM0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0213.degrees latitude (g = 980.6199 gals.).
 PM0213
 PM0213.The modeled gravity was interpolated from observed gravity values.
 PM0213
 PM0213;                    North         East    Units  Estimated Accuracy
 PM0213;SPC WI C     -   119,380.      769,450.      MT  (+/- 180 meters Scaled)
 PM0213
 PM0213                          SUPERSEDED SURVEY CONTROL
 PM0213
 PM0213.No superseded survey control is available for this station.
 PM0213
 PM0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ325708(NAD 83)
 PM0213_MARKER: DB = BENCH MARK DISK
 PM0213_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PM0213_SP_SET: 13 FT.
 PM0213_STAMPING: D 129 1972
 PM0213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0213_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0213+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2005
 PM0213
 PM0213  HISTORY     - Date     Condition        Report By
 PM0213  HISTORY     - 1972     MONUMENTED       NGS
 PM0213  HISTORY     - 20021010 GOOD             USPSQD
 PM0213  HISTORY     - 20041119 GOOD             USPSQD
 PM0213  HISTORY     - 20051212 GOOD             WIDT
 PM0213  HISTORY     - 20060409 GOOD             USPSQD
 PM0213
 PM0213                          STATION DESCRIPTION
 PM0213
 PM0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0213'IN OCONTO.
 PM0213'AT OCONTO, ABOUT 0.5 MILE EAST ALONG MAIN STREET AND SPIES ROAD FROM
 PM0213'THE CITY HALL, ABOUT 0.1 MILE WEST OF THE JUNCTION OF SPIES ROAD AND
 PM0213'HARBOR ROAD, AT THE JUNCTION OF A ROAD LEADING SOUTHEAST, 38 1/2 FEET
 PM0213'SOUTH OF THE CENTER LINE OF SPIES ROAD, 87 FEET NORTHEAST OF THE
 PM0213'CENTER LINE OF THE ROAD LEADING SOUTHEAST, 1 1/2 FEET EAST OF A POWER
 PM0213'POLE (POLE NO. 1622-66GG 54) 1.3 FEET WEST OF A METAL WITNESS POST, 1
 PM0213'FOOT BELOW THE LEVEL OF THE ROAD AND IS A DISK ON THE TOP OF A COPPER
 PM0213'COATED STEEL ROD THAT IS ENCASED IN A 6 INCH METAL PIPE THAT PROJECTS
 PM0213'1/2 FOOT ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL
 PM0213'AT A DEPTH OF 13 FEET.  SECTION 20, T 28N, R 22E.
 PM0213
 PM0213                          STATION RECOVERY (2002)
 PM0213
 PM0213'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 PM0213'RECOVERED IN GOOD CONDITION.
 PM0213
 PM0213                          STATION RECOVERY (2004)
 PM0213
 PM0213'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 PM0213'ENCASEMENT PIPE IS MISSING.
 PM0213
 PM0213                          STATION RECOVERY (2005)
 PM0213
 PM0213'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0213'RECOVERED IN GOOD CONDITION. ADD--THE STATION IS 1.0 M WEST OF A FIBER
 PM0213'OPTIC CABLE WARNING POST, 1.0 M NORTH OF POWER POLE NUMBERED
 PM0213'66-6654-80 AMP-, 15 CM SOUTH OF A POWER POLE WITH NO WIRES AND A GAS
 PM0213'PIPELINE WARNING SIGN ATTACHED TO THE NORTH SIDE OF IT.
 PM0213'-NOTE THE POWER POLE NUMBERED -1622-66GG 54- NO LONGER EXISTS AND THE
 PM0213'STATION IS NOW LEVEL WITH THE SURFACE. THE METAL WITNESS POST 0.4 M
 PM0213'EAST OF THE STATION STILL EXISTS INTACT.
 PM0213
 PM0213                          STATION RECOVERY (2006)
 PM0213
 PM0213'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 PM0213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL1121 ***********************************************************************
 RL1121  DESIGNATION -  D 13
 RL1121  PID         -  RL1121
 RL1121  STATE/COUNTY-  WI/IRON
 RL1121  USGS QUAD   -  POWELL (1981)
 RL1121
 RL1121                         *CURRENT SURVEY CONTROL
 RL1121  ___________________________________________________________________
 RL1121* NAD 83(1986)-  46 04 10.     (N)    089 55 59.     (W)     SCALED    
 RL1121* NAVD 88     -       488.615  (meters)    1603.06   (feet)  ADJUSTED  
 RL1121  ___________________________________________________________________
 RL1121  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 RL1121  DYNAMIC HT  -         488.609 (meters)    1603.04  (feet)  COMP
 RL1121  MODELED GRAV-     980,586.8   (mgal)                       NAVD 88
 RL1121
 RL1121  VERT ORDER  -  FIRST     CLASS II
 RL1121
 RL1121.The horizontal coordinates were scaled from a topographic map and have
 RL1121.an estimated accuracy of +/- 6 seconds.
 RL1121
 RL1121.The orthometric height was determined by differential leveling
 RL1121.and adjusted by the National Geodetic Survey in June 1991..
 RL1121
 RL1121.The geoid height was determined by GEOID03.
 RL1121
 RL1121.The dynamic height is computed by dividing the NAVD 88
 RL1121.geopotential number by the normal gravity value computed on the
 RL1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1121.degrees latitude (g = 980.6199 gals.).
 RL1121
 RL1121.The modeled gravity was interpolated from observed gravity values.
 RL1121
 RL1121;                    North         East    Units  Estimated Accuracy
 RL1121;SPC WI N     -   100,340.      605,180.      MT  (+/- 180 meters Scaled)
 RL1121
 RL1121                          SUPERSEDED SURVEY CONTROL
 RL1121
 RL1121  NGVD 29 (??/??/92)  488.596  (m)         1603.00   (f) ADJ UNCH    1 2
 RL1121
 RL1121.Superseded values are not recommended for survey control.
 RL1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1121.See file dsdata.txt to determine how the superseded data were derived.
 RL1121
 RL1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS731059(NAD 83)
 RL1121_MARKER: DB = BENCH MARK DISK
 RL1121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1121_STAMPING: D 13 1934
 RL1121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1121+STABILITY: SURFACE MOTION
 RL1121_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1121+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2005
 RL1121
 RL1121  HISTORY     - Date     Condition        Report By
 RL1121  HISTORY     - 1934     MONUMENTED       CGS
 RL1121  HISTORY     - 1982     MARK NOT FOUND   NGS
 RL1121  HISTORY     - 20000919 GOOD             WIDT
 RL1121  HISTORY     - 20030711 GOOD             USPSQD
 RL1121  HISTORY     - 20041125 GOOD             USPSQD
 RL1121  HISTORY     - 20050829 GOOD             WIDT
 RL1121
 RL1121                          STATION DESCRIPTION
 RL1121
 RL1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL1121'2 MI SE FROM POWELL.
 RL1121'2 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 RL1121'FROM POWELL, IRON COUNTY, 75 YARDS NORTH OF BRIDGE G 114, 10
 RL1121'YARDS WEST OF THE CENTERLINE OF THE TRACK, AND ON THE NORTH
 RL1121'SIDE OF A DIRT ROAD.  A STANDARD DISK, STAMPED D 13 1934 AND SET
 RL1121'IN THE TOP OF A CONCRETE POST.
 RL1121
 RL1121                          STATION RECOVERY (1982)
 RL1121
 RL1121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RL1121'NOT RECOVERED.  INACCESSIBLE, PROBABLY UNDERWATER.
 RL1121
 RL1121                          STATION RECOVERY (2000)
 RL1121
 RL1121'RECOVERY NOTE BY WI DEPT OF TRANSP 2000 (CLO)
 RL1121'THE BENCH MARK IS APPROXIMATELY 2 MILES SOUTHEAST OF POWELL ALONG A
 RL1121'BIKE TRAIL ON THE OLD RAILROAD GRADE.  BRIDGE G114 IS GONE.  THE BENCH
 RL1121'MARK IS 220 FEET NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 47, 30
 RL1121'FEET SOUTHWEST OF THE CENTERLINE OF THE BIKE TRAIL, 15 FEET NORTH OF A
 RL1121'DIRT TRACK ROAD, AND 1 FOOT S OF AN ORANGE WITNESS POST.
 RL1121
 RL1121                          STATION RECOVERY (2003)
 RL1121
 RL1121'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RL1121'RECOVERED IN GOOD CONDITION.  FROM THE JUNCTION OF HIGHWAYS 51, 49 AND
 RL1121'182, GO SOUTH ON HIGHWAYS 49 AND 182 FOR 3.6 MILES TO WHERE 182 TURNS
 RL1121'WEST.  CONTINUE EAST AND SOUTH ON HWY 49 FOR 2.7 MILES TO A ROAD SIGN
 RL1121'--LAC DU FLAMBEAU INDIAN RESERVATION--.  CONTINUE SOUTH FOR ABOUT 0.05
 RL1121'MILE TO A DIM ROAD EAST.
 RL1121'TURN LEFT FOR 0.05 MILE ON THE DIM ROAD TO A SNOWMOBILE TRAIL
 RL1121'CROSSING.  TURN LEFT ON THE TRAIL (NORTH) AND GO ABOUT 0.05 MILE TO
 RL1121'THE STATION ON THE LEFT.
 RL1121'THE STATION IS ABOUT 72 FEET NORTH OF A SWAMP WITH CATTAILS, AT THE
 RL1121'SOUTHERN END OF TREES, AND 1 FOOT SOUTH OF AN ORANGE FIBERGLASS
 RL1121'WITNESS POST.
 RL1121
 RL1121                          STATION RECOVERY (2004)
 RL1121
 RL1121'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RL1121'RECOVERED IN GOOD CONDITION.
 RL1121
 RL1121                          STATION RECOVERY (2005)
 RL1121
 RL1121'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1121'RECOVERED IN GOOD CONDITION.  -NOTE-THE HIGHWAY DESCRIBED IN THE 2003
 RL1121'RECOVERY NOTES IS HIGHWAY 47, AND NOT 49 AS PREVIOUSLY DESCRIBED IN
 RL1121'THE 2003 NOTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0102 ***********************************************************************
 PN0102  DESIGNATION -  D 130
 PN0102  PID         -  PN0102
 PN0102  STATE/COUNTY-  WI/BROWN
 PN0102  USGS QUAD   -  GREEN BAY WEST (1992)
 PN0102
 PN0102                         *CURRENT SURVEY CONTROL
 PN0102  ___________________________________________________________________
 PN0102* NAD 83(1986)-  44 36 19.     (N)    088 02 58.     (W)     SCALED    
 PN0102* NAVD 88     -       180.948  (meters)     593.66   (feet)  ADJUSTED  
 PN0102  ___________________________________________________________________
 PN0102  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 PN0102  DYNAMIC HT  -         180.928 (meters)     593.59  (feet)  COMP
 PN0102  MODELED GRAV-     980,499.7   (mgal)                       NAVD 88
 PN0102
 PN0102  VERT ORDER  -  FIRST     CLASS 0
 PN0102
 PN0102.The horizontal coordinates were scaled from a topographic map and have
 PN0102.an estimated accuracy of +/- 6 seconds.
 PN0102
 PN0102.The orthometric height was determined by differential leveling
 PN0102.and adjusted by the National Geodetic Survey in June 1991..
 PN0102
 PN0102.The geoid height was determined by GEOID03.
 PN0102
 PN0102.The dynamic height is computed by dividing the NAVD 88
 PN0102.geopotential number by the normal gravity value computed on the
 PN0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0102.degrees latitude (g = 980.6199 gals.).
 PN0102
 PN0102.The modeled gravity was interpolated from observed gravity values.
 PN0102
 PN0102;                    North         East    Units  Estimated Accuracy
 PN0102;SPC WI C     -    87,640.      754,830.      MT  (+/- 180 meters Scaled)
 PN0102
 PN0102                          SUPERSEDED SURVEY CONTROL
 PN0102
 PN0102.No superseded survey control is available for this station.
 PN0102
 PN0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ167396(NAD 83)
 PN0102_MARKER: DB = BENCH MARK DISK
 PN0102_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PN0102_SP_SET: 24 FEET
 PN0102_STAMPING: D 130 1972
 PN0102_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0102+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2005
 PN0102
 PN0102  HISTORY     - Date     Condition        Report By
 PN0102  HISTORY     - 1972     MONUMENTED       NGS
 PN0102  HISTORY     - 19940509 GOOD             WI-009
 PN0102  HISTORY     - 20020611 GOOD             JCLS
 PN0102  HISTORY     - 20020614 GOOD             JCLS
 PN0102  HISTORY     - 20040330 GOOD             USPSQD
 PN0102  HISTORY     - 20050815 GOOD             WIDT
 PN0102
 PN0102                          STATION DESCRIPTION
 PN0102
 PN0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PN0102'2.1 MI S FROM SUAMICO.
 PN0102'ABOUT 2.1 MILES SOUTH ALONG U.S. HIGHWAYS 41 AND 141 FROM THE
 PN0102'OVERPASS OVER SUNSET BEACH ROAD AT SUAMICO, ABOUT 1.0 MILE NORTH
 PN0102'OF THE LINE VILLE ROAD OVERPASS, 175 FEET NORTHWEST OF AND
 PN0102'ACROSS THE SOUTHBOUND LANE OF THE HIGHWAY FROM THE WEST END OF AN
 PN0102'18 INCH PIPE CULVERT UNDER THE NORTHBOUND LANE OF THE HIGHWAY,
 PN0102'119 FEET SOUTH OF THE SOUTH ONE OF TWO BRACE POST IN THE
 PN0102'RIGHT-OF-WAY FENCE LINE, 47 1/2 FEET WEST OF THE CENTER LINE
 PN0102'OF THE SOUTHBOUND LANE OF THE HIGHWAY, 1/2 FOOT EAST OF THE
 PN0102'RIGHT-OF-WAY FENCE LINE, 1 FOOT SOUTH OF A METAL WITNESS POST,
 PN0102'3 FEET BELOW THE LEVEL OF THE HIGHWAY AND IS A DISK ON THE TOP
 PN0102'OF A COPPER COATED STEEL ROD THAT IS ENCASED IN A 6 INCH METAL
 PN0102'PIPE THAT PROJECTS 6 INCHES ABOVE THE LEVEL OF THE GROUND.  THE
 PN0102'ROD WAS DRIVEN TO A DEPTH OF 24 FEET.  SECTION 34, T 25 N,
 PN0102'R 20 E.
 PN0102
 PN0102                          STATION RECOVERY (1994)
 PN0102
 PN0102'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0102'RECOVERED AS DESCRIBED.
 PN0102
 PN0102                          STATION RECOVERY (2002)
 PN0102
 PN0102'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 PN0102'RECOVERED IN GOOD CONDITION.
 PN0102
 PN0102                          STATION RECOVERY (2002)
 PN0102
 PN0102'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 PN0102'RECOVERED IN GOOD CONDITION.
 PN0102
 PN0102                          STATION RECOVERY (2004)
 PN0102
 PN0102'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0102'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 100 FEET
 PN0102'SOUTH OF THE EXTENDED CENTERLINE OF DRIVEWAY TO --2381--.
 PN0102
 PN0102                          STATION RECOVERY (2005)
 PN0102
 PN0102'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0102'RECOVERED IN GOOD CONDITION.  ADD--NOTE--THE CAP IS FLUSH WITH THE
 PN0102'GROUND, BUT THE IRON CASING HAS ROTTED OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0070 ***********************************************************************
 PM0070  DESIGNATION -  D 131
 PM0070  PID         -  PM0070
 PM0070  STATE/COUNTY-  WI/BROWN
 PM0070  USGS QUAD   -  BELLEVUE (1992)
 PM0070
 PM0070                         *CURRENT SURVEY CONTROL
 PM0070  ___________________________________________________________________
 PM0070* NAD 83(1986)-  44 28 47.     (N)    087 58 52.     (W)     SCALED    
 PM0070* NAVD 88     -       187.353  (meters)     614.67   (feet)  ADJUSTED  
 PM0070  ___________________________________________________________________
 PM0070  GEOID HEIGHT-         -36.17  (meters)                     GEOID03
 PM0070  DYNAMIC HT  -         187.329 (meters)     614.60  (feet)  COMP
 PM0070  MODELED GRAV-     980,487.5   (mgal)                       NAVD 88
 PM0070
 PM0070  VERT ORDER  -  FIRST     CLASS 0
 PM0070
 PM0070.The horizontal coordinates were scaled from a topographic map and have
 PM0070.an estimated accuracy of +/- 6 seconds.
 PM0070
 PM0070.The orthometric height was determined by differential leveling
 PM0070.and adjusted by the National Geodetic Survey in June 1991..
 PM0070
 PM0070.The geoid height was determined by GEOID03.
 PM0070
 PM0070.The dynamic height is computed by dividing the NAVD 88
 PM0070.geopotential number by the normal gravity value computed on the
 PM0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0070.degrees latitude (g = 980.6199 gals.).
 PM0070
 PM0070.The modeled gravity was interpolated from observed gravity values.
 PM0070
 PM0070;                    North         East    Units  Estimated Accuracy
 PM0070;SPC WI C     -    73,820.      760,600.      MT  (+/- 180 meters Scaled)
 PM0070
 PM0070                          SUPERSEDED SURVEY CONTROL
 PM0070
 PM0070  NGVD 29 (??/??/92)  187.37   (m)          614.7    (f) COMPUTED    1 0
 PM0070
 PM0070.Superseded values are not recommended for survey control.
 PM0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0070.See file dsdata.txt to determine how the superseded data were derived.
 PM0070
 PM0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ219256(NAD 83)
 PM0070_MARKER: DB = BENCH MARK DISK
 PM0070_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PM0070_SP_SET: 34.0 FEET
 PM0070_STAMPING: D 131 1972
 PM0070_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PM0070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0070+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2005
 PM0070
 PM0070  HISTORY     - Date     Condition        Report By
 PM0070  HISTORY     - 1972     MONUMENTED       NGS
 PM0070  HISTORY     - 19940509 GOOD             WI-009
 PM0070  HISTORY     - 20010806 MARK NOT FOUND   NGS
 PM0070  HISTORY     - 20030607 GOOD             USPSQD
 PM0070  HISTORY     - 20040619 GOOD             USPSQD
 PM0070  HISTORY     - 20050621 GOOD             USPSQD
 PM0070  HISTORY     - 20050808 GOOD             WIDT
 PM0070
 PM0070                          STATION DESCRIPTION
 PM0070
 PM0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0070'4 MI SE FROM GREEN BAY.
 PM0070'ABOUT 4.0 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 PM0070'RAILWAY FROM THE GREEN BAY AND WESTERN RAILWAY STATION AT GREEN
 PM0070'BAY, ABOUT 1.05 MILE NORTHWEST OF BENCH MARK M 89 WHICH IS DESCRIBED
 PM0070'FROM BELLEVUE, 233 FEET NORTHWEST OF THE CENTER OF THE CROSSING
 PM0070'OF LIMEKILN ROAD, 60 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 PM0070'MAIN TRACK, 62 FEET NORTHWEST OF A CORNER POST IN FENCE SURROUNDING
 PM0070'THE PACKERLAND PACKING COMPANY, 24 1/2 FEET NORTHEAST OF THE 1ST
 PM0070'TELEPHONE POLE NORTHWEST OF MILEPOST 110, 1.5 FEET SOUTHWEST OF THE
 PM0070'PACKERLAND PACKING COMPANY BOUNDARY FENCE LINE, 0.5 FOOT NORTHEAST
 PM0070'OF A METAL WITNESS POST, 1 1/2 FEET BELOW THE LEVEL OF THE TRACK,
 PM0070'AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD THAT IS
 PM0070'ENCASED IN A 4 INCH METAL PIPE THAT PROJECTS 1 INCH ABOVE THE
 PM0070'LEVEL OF THE GROUND AND THE DISK IS FLUSH WITH THE LEVEL OF THE
 PM0070'GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 34.0 FEET.
 PM0070'SECTION 10, T 23N, R 21E
 PM0070
 PM0070                          STATION RECOVERY (1994)
 PM0070
 PM0070'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PM0070'RECOVERED AS DESCRIBED.
 PM0070
 PM0070                          STATION RECOVERY (2001)
 PM0070
 PM0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0070'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0070
 PM0070                          STATION RECOVERY (2003)
 PM0070
 PM0070'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0070'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 24.5 FEET NORTHEAST
 PM0070'OF THE SECOND POLE WEST OF LIME KILN ROAD, 13 FEET SOUTHWEST OF THE
 PM0070'FENCE, AND 6 INCHES NORTH OF A METAL WHITE WITNESS POST.
 PM0070
 PM0070                          STATION RECOVERY (2004)
 PM0070
 PM0070'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWS)
 PM0070'RECOVERED IN GOOD CONDITION.
 PM0070
 PM0070                          STATION RECOVERY (2005)
 PM0070
 PM0070'RECOVERY NOTE BY US POWER SQUADRON 2005 (RWS)
 PM0070'RECOVERED IN GOOD CONDITION.
 PM0070
 PM0070                          STATION RECOVERY (2005)
 PM0070
 PM0070'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0070'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0150 ***********************************************************************
 PM0150  DESIGNATION -  D 132
 PM0150  PID         -  PM0150
 PM0150  STATE/COUNTY-  WI/MANITOWOC
 PM0150  USGS QUAD   -  MANITOWOC (1973)
 PM0150
 PM0150                         *CURRENT SURVEY CONTROL
 PM0150  ___________________________________________________________________
 PM0150* NAD 83(1986)-  44 01 33.     (N)    087 42 17.     (W)     SCALED    
 PM0150* NAVD 88     -       201.399  (meters)     660.76   (feet)  ADJUSTED  
 PM0150  ___________________________________________________________________
 PM0150  GEOID HEIGHT-         -36.08  (meters)                     GEOID03
 PM0150  DYNAMIC HT  -         201.364 (meters)     660.64  (feet)  COMP
 PM0150  MODELED GRAV-     980,441.2   (mgal)                       NAVD 88
 PM0150
 PM0150  VERT ORDER  -  SECOND    CLASS I
 PM0150
 PM0150.The horizontal coordinates were scaled from a topographic map and have
 PM0150.an estimated accuracy of +/- 6 seconds.
 PM0150
 PM0150.The orthometric height was determined by differential leveling
 PM0150.and adjusted by the National Geodetic Survey in May 2003..
 PM0150
 PM0150.The geoid height was determined by GEOID03.
 PM0150
 PM0150.The dynamic height is computed by dividing the NAVD 88
 PM0150.geopotential number by the normal gravity value computed on the
 PM0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0150.degrees latitude (g = 980.6199 gals.).
 PM0150
 PM0150.The modeled gravity was interpolated from observed gravity values.
 PM0150
 PM0150;                    North         East    Units  Estimated Accuracy
 PM0150;SPC WI S     -   227,590.      783,990.      MT  (+/- 180 meters Scaled)
 PM0150
 PM0150                          SUPERSEDED SURVEY CONTROL
 PM0150
 PM0150  NAVD 88 (06/15/91)  201.351  (m)          660.60   (f) UNKNOWN     1 0
 PM0150  NGVD 29 (??/??/92)  201.36   (m)          660.6    (f) COMPUTED    1 0
 PM0150
 PM0150.Superseded values are not recommended for survey control.
 PM0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0150.See file dsdata.txt to determine how the superseded data were derived.
 PM0150
 PM0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP435749(NAD 83)
 PM0150_MARKER: DV = VERTICAL CONTROL DISK
 PM0150_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PM0150_SP_SET: 31 FEET
 PM0150_STAMPING: D 132 1972
 PM0150_MARK LOGO: NGS   
 PM0150_PROJECTION: PROJECTING 13 CENTIMETERS
 PM0150_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PM0150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0150_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0150+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2003
 PM0150
 PM0150  HISTORY     - Date     Condition        Report By
 PM0150  HISTORY     - 1972     MONUMENTED       NGS
 PM0150  HISTORY     - 2001     GOOD             WIDT
 PM0150  HISTORY     - 20030622 GOOD             USPSQD
 PM0150
 PM0150                          STATION DESCRIPTION
 PM0150
 PM0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0150'2.6 MI NE FROM NEWTON.
 PM0150'ABOUT 2.55 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 PM0150'RAILWAY FROM THE CROSSING OF COUNTY ROAD U AT NEWTON, 3 3/4
 PM0150'MILES SOUTHWEST OF MILEPOST 72, 0.2 MILE NORTHEAST OF THE
 PM0150'CROSSING OF CARSTENS LAKE ROAD, 170 FEET SOUTHEAST OF AND ACROSS
 PM0150'TRACK FROM THE CENTER LINE OF U.S. HIGHWAY 141, 45.8 FEET
 PM0150'SOUTHEAST OF THE SOUTHEAST RAIL, 58 FEET SOUTH OF THE CENTER
 PM0150'OF THE CROSSING OF A PRIVATE ROAD, 8 1/2 FEET SOUTHWEST OF A
 PM0150'LONE 15 INCH ELM TREE, 1.4 FEET NORTHWEST OF A WOVEN WIRE FENCE,
 PM0150'0.8 FOOT EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 PM0150'TRACK AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD THAT
 PM0150'PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND AND ENCASED IN A
 PM0150'6 INCH METAL PIPE THAT PROJECTS 5 INCHES ABOVE THE LEVEL OF THE
 PM0150'GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 31 FEET.
 PM0150'SECTION 14, T 18 N, R 23 E.
 PM0150
 PM0150                          STATION RECOVERY (2001)
 PM0150
 PM0150'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PM0150'THE STATION IS LOCATED ABOUT 30 KM NORTH OF SHEBOYGAN AND 9 KM
 PM0150'SOUTH-SOUTHWEST OF MANITOWOC. OWNERSHIP--MANITOWOC COUNTY.  TO REACH
 PM0150'THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 43 WITH US
 PM0150'HIGHWAY 151 (CALUMET AVENUE) ABOUT 5 KM SOUTHWEST OF THE CITY OF
 PM0150'MANITOWOC, GO EAST ON US HIGHWAY 151 (CALUMET AVENUE) FOR 1.0 KM TO
 PM0150'42ND STREET, TURN RIGHT AND GO SOUTH ON 42ND STREET FOR 0.8 KM TO
 PM0150'COUNTY CREEK ROAD, CONTINUE SOUTH ON COUNTY CREEK ROAD FOR 4.3 KM TO
 PM0150'NORTHHEIM ROAD ON THE LEFT, CONTINUE SOUTHWEST ON COUNTY CREEK ROAD
 PM0150'FOR 0.7 KM TO THE STATION ON THE LEFT. THE STATION IS A BRONZE
 PM0150'NATIONAL GEODETIC SURVEY BENCH MARK DISK SET ON THE TOP OF A
 PM0150'COPPER-CLAD STEEL ROD ENCASED IN A 15-CM DIAMETER IRON PIPE AND ABOUT
 PM0150'1.0 M BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 60 M SOUTHEAST OF
 PM0150'THE CENTERLINE OF COUNTY CREEK ROAD, 14 M EAST-SOUTHEAST OF EASTERN
 PM0150'MOST RAIL, 3 M NORTHWEST OF A CULTIVATED FIELD, 0.3 M NORTHEAST OF
 PM0150'OLD SURVEY MARKER  AND 1.0 M NORTHWEST OF AN ORANGE FIBERGLASS
 PM0150'WITNESS POST.  ---NOTE---THIS STATION HAS OBSTRUCTIONS IN ALL
 PM0150'QUADRANTS EXTENDING HIGHER THAN 25 DEGREES ABOVE THE HORIZON.
 PM0150
 PM0150                          STATION RECOVERY (2003)
 PM0150
 PM0150'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0150'STATION RECOVERED IN GOOD CONDITION.  ADD--  THE STATION IS 0.2 MILE
 PM0150'NORTH OF CARSTENS LAKE ROAD, EAST-NORTHEAST AND ACROSS THE TRACKS FROM
 PM0150'A RAILROAD SIGN 'W'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0188 ***********************************************************************
 OL0188  DESIGNATION -  D 133
 OL0188  PID         -  OL0188
 OL0188  STATE/COUNTY-  WI/SHEBOYGAN
 OL0188  USGS QUAD   -  SHEBOYGAN FALLS (1994)
 OL0188
 OL0188                         *CURRENT SURVEY CONTROL
 OL0188  ___________________________________________________________________
 OL0188* NAD 83(1986)-  43 39 55.     (N)    087 45 48.     (W)     SCALED    
 OL0188* NAVD 88     -       217.760  (meters)     714.43   (feet)  ADJUSTED  
 OL0188  ___________________________________________________________________
 OL0188  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 OL0188  DYNAMIC HT  -         217.718 (meters)     714.30  (feet)  COMP
 OL0188  MODELED GRAV-     980,419.3   (mgal)                       NAVD 88
 OL0188
 OL0188  VERT ORDER  -  FIRST     CLASS 0
 OL0188
 OL0188.The horizontal coordinates were scaled from a topographic map and have
 OL0188.an estimated accuracy of +/- 6 seconds.
 OL0188
 OL0188.The orthometric height was determined by differential leveling
 OL0188.and adjusted by the National Geodetic Survey in June 1991..
 OL0188
 OL0188.The geoid height was determined by GEOID03.
 OL0188
 OL0188.The dynamic height is computed by dividing the NAVD 88
 OL0188.geopotential number by the normal gravity value computed on the
 OL0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0188.degrees latitude (g = 980.6199 gals.).
 OL0188
 OL0188.The modeled gravity was interpolated from observed gravity values.
 OL0188
 OL0188;                    North         East    Units  Estimated Accuracy
 OL0188;SPC WI S     -   187,420.      780,370.      MT  (+/- 180 meters Scaled)
 OL0188
 OL0188                          SUPERSEDED SURVEY CONTROL
 OL0188
 OL0188  NGVD 29 (??/??/92)  217.78   (m)          714.5    (f) COMPUTED    1 0
 OL0188
 OL0188.Superseded values are not recommended for survey control.
 OL0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0188.See file dsdata.txt to determine how the superseded data were derived.
 OL0188
 OL0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP384349(NAD 83)
 OL0188_MARKER: DB = BENCH MARK DISK
 OL0188_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OL0188_SP_SET: DOOR SILL
 OL0188_STAMPING: D 133 1972
 OL0188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OL0188
 OL0188  HISTORY     - Date     Condition        Report By
 OL0188  HISTORY     - 1972     MONUMENTED       NGS
 OL0188  HISTORY     - 19920831 MARK NOT FOUND   USPSQD
 OL0188
 OL0188                          STATION DESCRIPTION
 OL0188
 OL0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0188'6.9 MI SW FROM SHEBOYGAN.
 OL0188'ABOUT 2.55 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 OL0188'RAILWAY FROM THE STATION AT SHEBOYGAN, THENCE 0.75 MILE WEST
 OL0188'ALONG COUNTY ROAD PP, THENCE 3.6 MILES SOUTHWEST ALONG U.S.
 OL0188'HIGHWAY 141, 278 FEET WEST OF THE CENTER LINE OF THE SOUTHBOUND
 OL0188'LANE OF THE HIGHWAY, AT THE EAST ENTRANCE TO THE LARGE BRICK
 OL0188'BUILDING FOR THE WISCONSIN HIGHWAY DEPARTMENT BUILDING, 155 FEET
 OL0188'WEST OF THE CENTER LINE OF COUNTY ROAD OK, SET IN THE TOP OF
 OL0188'THE NORTH CONCRETE SILL OF DOORWAY WHICH IS ALSO PART OF THE
 OL0188'FOUNDATION OF BUILDING, 0.6 FOOT SOUTH OF THE NORTH DOOR SILL
 OL0188'AND FLUSH WITH THE FLOOR.  SECTION 20, T14N, R23E.
 OL0188
 OL0188                          STATION RECOVERY (1992)
 OL0188
 OL0188'RECOVERY NOTE BY US POWER SQUADRON 1992 (JST)
 OL0188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0124 ***********************************************************************
 OL0124  DESIGNATION -  D 134
 OL0124  PID         -  OL0124
 OL0124  STATE/COUNTY-  WI/MILWAUKEE
 OL0124  USGS QUAD   -  MILWAUKEE (1971)
 OL0124
 OL0124                         *CURRENT SURVEY CONTROL
 OL0124  ___________________________________________________________________
 OL0124* NAD 83(1986)-  43 06 32.     (N)    087 54 59.     (W)     SCALED    
 OL0124* NAVD 88     -       195.643  (meters)     641.87   (feet)  ADJUSTED  
 OL0124  ___________________________________________________________________
 OL0124  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 OL0124  DYNAMIC HT  -         195.593 (meters)     641.71  (feet)  COMP
 OL0124  MODELED GRAV-     980,361.2   (mgal)                       NAVD 88
 OL0124
 OL0124  VERT ORDER  -  FIRST     CLASS 0
 OL0124
 OL0124.The horizontal coordinates were scaled from a topographic map and have
 OL0124.an estimated accuracy of +/- 6 seconds.
 OL0124
 OL0124.The orthometric height was determined by differential leveling
 OL0124.and adjusted by the National Geodetic Survey in June 1991..
 OL0124
 OL0124.The geoid height was determined by GEOID03.
 OL0124
 OL0124.The dynamic height is computed by dividing the NAVD 88
 OL0124.geopotential number by the normal gravity value computed on the
 OL0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0124.degrees latitude (g = 980.6199 gals.).
 OL0124
 OL0124.The modeled gravity was interpolated from observed gravity values.
 OL0124
 OL0124;                    North         East    Units  Estimated Accuracy
 OL0124;SPC WI S     -   125,310.      769,570.      MT  (+/- 180 meters Scaled)
 OL0124
 OL0124                          SUPERSEDED SURVEY CONTROL
 OL0124
 OL0124  NGVD 29 (??/??/92)  195.75   (m)          642.2    (f) COMPUTED    1 0
 OL0124
 OL0124.Superseded values are not recommended for survey control.
 OL0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0124.See file dsdata.txt to determine how the superseded data were derived.
 OL0124
 OL0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN254733(NAD 83)
 OL0124_MARKER: DB = BENCH MARK DISK
 OL0124_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OL0124_SP_SET: ABUTMENT
 OL0124_STAMPING: D 134 1972
 OL0124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0124+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2006
 OL0124
 OL0124  HISTORY     - Date     Condition        Report By
 OL0124  HISTORY     - 1972     MONUMENTED       NGS
 OL0124  HISTORY     - 20021125 GOOD             USPSQD
 OL0124  HISTORY     - 20040329 GOOD             USPSQD
 OL0124  HISTORY     - 20060624 GOOD             USPSQD
 OL0124
 OL0124                          STATION DESCRIPTION
 OL0124
 OL0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0124'AT WHITEFISH BAY.
 OL0124'AT WHITEFISH BAY, (A SUB-DIVISION OF MILWAUKEE) ALONG THE
 OL0124'CHICAGO AND NORTH WESTERN RAILWAY, AT THE U.S. HIGHWAY 141
 OL0124'UNDERPASS, 9.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 5.2 FEET
 OL0124'SOUTHEAST OF THE SOUTHEAST END OF A STEEL BANNISTER, SET IN THE
 OL0124'TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT OF
 OL0124'THE UNDERPASS AND 1/2 FOOT BELOW THE TOP OF THE RAIL.  SECTION
 OL0124'32, T 8 N, R 22 E.  MARK IS 36 1/2 FEET NORTHWEST OF THE
 OL0124'NORTHWEST END OF THE PORT WASHINGTON ROAD UNDERPASS.
 OL0124
 OL0124                          STATION RECOVERY (2002)
 OL0124
 OL0124'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OL0124'RECOVERED IN GOOD CONDITION.  THERE ARE TWO UNDERPASSES END TO END.
 OL0124'THE EASTERN ONE PASSES OVER PORT WASHINGTON ROAD.  THE MONUMENT IS AT
 OL0124'THE EAST END OF THE WESTERN TRESTLE OVER INTERSTATE HIGHWAY 43.  THE
 OL0124'ABUTMENT IS PAINTED WHITE WITH 'ETTS' STENCILED IN BLACK ON IT.
 OL0124
 OL0124                          STATION RECOVERY (2004)
 OL0124
 OL0124'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 OL0124'RECOVERED IN GOOD CONDITION.
 OL0124
 OL0124                          STATION RECOVERY (2006)
 OL0124
 OL0124'RECOVERY NOTE BY US POWER SQUADRON 2006
 OL0124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RN0292 ***********************************************************************
 RN0292  DESIGNATION -  D 136
 RN0292  PID         -  RN0292
 RN0292  STATE/COUNTY-  WI/DOUGLAS
 RN0292  USGS QUAD   -  BOREA (1981)
 RN0292
 RN0292                         *CURRENT SURVEY CONTROL
 RN0292  ___________________________________________________________________
 RN0292* NAD 83(1986)-  46 36 24.     (N)    092 13 40.     (W)     SCALED    
 RN0292* NAVD 88     -       240.033  (meters)     787.51   (feet)  ADJUSTED  
 RN0292  ___________________________________________________________________
 RN0292  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 RN0292  DYNAMIC HT  -         240.054 (meters)     787.58  (feet)  COMP
 RN0292  MODELED GRAV-     980,695.9   (mgal)                       NAVD 88
 RN0292
 RN0292  VERT ORDER  -  SECOND    CLASS 0
 RN0292
 RN0292.The horizontal coordinates were scaled from a topographic map and have
 RN0292.an estimated accuracy of +/- 6 seconds.
 RN0292
 RN0292.The orthometric height was determined by differential leveling
 RN0292.and adjusted by the National Geodetic Survey in June 1991..
 RN0292
 RN0292.The geoid height was determined by GEOID03.
 RN0292
 RN0292.The dynamic height is computed by dividing the NAVD 88
 RN0292.geopotential number by the normal gravity value computed on the
 RN0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0292.degrees latitude (g = 980.6199 gals.).
 RN0292
 RN0292.The modeled gravity was interpolated from observed gravity values.
 RN0292
 RN0292;                    North         East    Units  Estimated Accuracy
 RN0292;SPC WI N     -   162,450.      429,350.      MT  (+/- 180 meters Scaled)
 RN0292
 RN0292                          SUPERSEDED SURVEY CONTROL
 RN0292
 RN0292  NGVD 29 (??/??/92)  239.990  (m)          787.37   (f) ADJ UNCH    2 0
 RN0292
 RN0292.Superseded values are not recommended for survey control.
 RN0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0292.See file dsdata.txt to determine how the superseded data were derived.
 RN0292
 RN0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM591617(NAD 83)
 RN0292_MARKER: DB = BENCH MARK DISK
 RN0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0292_STAMPING: D 136 1935
 RN0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0292+STABILITY: SURFACE MOTION
 RN0292
 RN0292  HISTORY     - Date     Condition        Report By
 RN0292  HISTORY     - 1935     MONUMENTED       CGS
 RN0292  HISTORY     - 20041215 MARK NOT FOUND   WIDT
 RN0292
 RN0292                          STATION DESCRIPTION
 RN0292
 RN0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RN0292'4.7 MI SW FROM OLIVER.
 RN0292'ALONG THE MILITARY ROAD, 4.7 MILES S.W. OF OLIVER.  MARK IS 125 YDS.
 RN0292'W. OF JOG IN ROAD, AT BASE OF TELEPHONE POLE MARKED NO. 6.  13 YDS. S.
 RN0292'OF CENTER OF ROAD.  3.2 MILES E. OF JCT WITH COUNTY ROAD C.
 RN0292
 RN0292                          STATION RECOVERY (2004)
 RN0292
 RN0292'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 RN0292'THE STATION IS NOT FOUND, VAGUE TIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0330 ***********************************************************************
 NG0330  DESIGNATION -  D 137
 NG0330  PID         -  NG0330
 NG0330  STATE/COUNTY-  WI/MILWAUKEE
 NG0330  USGS QUAD   -  FRANKSVILLE (1994)
 NG0330
 NG0330                         *CURRENT SURVEY CONTROL
 NG0330  ___________________________________________________________________
 NG0330* NAD 83(1986)-  42 51 23.     (N)    087 54 46.     (W)     SCALED    
 NG0330* NAVD 88     -       217.867  (meters)     714.79   (feet)  ADJUSTED  
 NG0330  ___________________________________________________________________
 NG0330  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 NG0330  DYNAMIC HT  -         217.806 (meters)     714.59  (feet)  COMP
 NG0330  MODELED GRAV-     980,336.3   (mgal)                       NAVD 88
 NG0330
 NG0330  VERT ORDER  -  SECOND    CLASS I
 NG0330
 NG0330.The horizontal coordinates were scaled from a topographic map and have
 NG0330.an estimated accuracy of +/- 6 seconds.
 NG0330
 NG0330.The orthometric height was determined by differential leveling
 NG0330.and adjusted by the National Geodetic Survey in February 2004..
 NG0330
 NG0330.The geoid height was determined by GEOID03.
 NG0330
 NG0330.The dynamic height is computed by dividing the NAVD 88
 NG0330.geopotential number by the normal gravity value computed on the
 NG0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0330.degrees latitude (g = 980.6199 gals.).
 NG0330
 NG0330.The modeled gravity was interpolated from observed gravity values.
 NG0330
 NG0330;                    North         East    Units  Estimated Accuracy
 NG0330;SPC WI S     -    97,270.      770,570.      MT  (+/- 180 meters Scaled)
 NG0330
 NG0330                          SUPERSEDED SURVEY CONTROL
 NG0330
 NG0330  NAVD 88 (06/15/91)  217.859  (m)          714.76   (f) UNKNOWN     1 0
 NG0330
 NG0330.Superseded values are not recommended for survey control.
 NG0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0330.See file dsdata.txt to determine how the superseded data were derived.
 NG0330
 NG0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN254452(NAD 83)
 NG0330_MARKER: DV = VERTICAL CONTROL DISK
 NG0330_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NG0330+WITH SETTING: INTO GROUND
 NG0330_STAMPING: D 137 1972
 NG0330_MARK LOGO: NGS   
 NG0330_PROJECTION: RECESSED 10 CENTIMETERS
 NG0330_MAGNETIC: I = MARKER IS A STEEL ROD
 NG0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0330+STABILITY: SURFACE MOTION
 NG0330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0330+SATELLITE: SATELLITE OBSERVATIONS - 2003
 NG0330
 NG0330  HISTORY     - Date     Condition        Report By
 NG0330  HISTORY     - 1972     MONUMENTED       NGS
 NG0330  HISTORY     - 1990     GOOD             USPSQD
 NG0330  HISTORY     - 20011028 MARK NOT FOUND   USPSQD
 NG0330  HISTORY     - 2003     GOOD             WIDT
 NG0330  HISTORY     - 20060809 GOOD             GEOCAC
 NG0330
 NG0330                          STATION DESCRIPTION
 NG0330
 NG0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 NG0330'2 MI N FROM OAK CREEK.
 NG0330'ABOUT 2.05 MILES SOUTH ALONG STATE HIGHWAY 38 FROM THE POST
 NG0330'OFFICE AT OAK CREEK, ABOUT 0.1 MILE SOUTH OF THE INTERSECTION
 NG0330'OF OAKWOOD ROAD, AT THE JUNCTION OF AN ENTRANCE DRIVE TO OAK HILLS
 NG0330'GOLF COURSE, 73 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 NG0330'22 1/2 FEET SOUTH OF THE CENTER LINE OF DRIVEWAY, 3.3 FEET SOUTH
 NG0330'OF THE SOUTHWEST CORNER OF A 4-BY-4-FOOT CONCRETE BLOCK POST,
 NG0330'1 FOOT WEST OF THE WEST EDGE OF A SHORT CONCRETE WALL, 1 1/2 FEET
 NG0330'FEET BELOW THE LEVEL OF THE HIGHWAY, AND ON THE TOP OF A 4 FOOT
 NG0330'COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.
 NG0330'THE DISK IS 2 INCHES BELOW THE LEVEL OF THE GROUND AND ENCASED
 NG0330'IN A 4 INCH METAL PIPE THAT IS 1 INCH BELOW THE LEVEL OF THE
 NG0330'GROUND.  SEC 33, T5N, R22E.
 NG0330
 NG0330                          STATION RECOVERY (1990)
 NG0330
 NG0330'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCB)
 NG0330'RECOVERED IN GOOD CONDITION.
 NG0330
 NG0330                          STATION RECOVERY (2001)
 NG0330
 NG0330'RECOVERY NOTE BY US POWER SQUADRON 2001
 NG0330'MARK OBSCURED BY HEAVY ROW OF HEDGES AND COULD NOT BE LOCATED
 NG0330
 NG0330                          STATION RECOVERY (2003)
 NG0330
 NG0330'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 NG0330'THE STATION IS LOCATED IN OAK CREEK.  OWNERSHIP--OAK HILLS GOLF
 NG0330'COURSE.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 38
 NG0330'(HOWELL AVENUE) AND STATE HIGHWAY 100 (RYAN ROAD) IN OAK CREEK, GO
 NG0330'SOUTH ON STATE HIGHWAY 38 (HOWELL AVENUE) FOR 1.8 KM TO THE STATION
 NG0330'ON THE LEFT BY A 1.0 M SQUARE CONCRETE PILLAR AND THE ENTRANCE TO THE
 NG0330'OAK HILLS GOLF COURSE ON THE LEFT. THE STATION IS A BRONZE NATIONAL
 NG0330'GEODETIC SURVEY VERTICAL CONTROL MARK DISK SET ON THE TOP OF A
 NG0330'COPPER-CLAD STEEL ROD WITH BASE PLATE ABOUT 1 M BELOW THE HIGHWAY
 NG0330'PAVEMENT.  THE STATION IS 18.7 M EAST OF THE CENTER OF THE NORTHBOUND
 NG0330'LANE OF STATE HIGHWAY 38 (HOWELL AVENUE), 6.8 M SOUTH OF THE CENTER
 NG0330'OF THE ENTRANCE DRIVE TO OAK HILLS GOLF COURSE, 1.0 M SOUTH OF
 NG0330'SOUTHWEST CORNER OF SQUARE CONCRETE PILLAR AND 0.2 M WEST OF BLOCK
 NG0330'WALL. ---NOTE---BEFORE USING THIS MARK TRIMMING OF A LARGE JUNIPER
 NG0330'BUSH MAYBE REQURIED.  ---NOTE2---THIS STATION HAS NO VISIBLE
 NG0330'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON
 NG0330'EXCEPT FOR A POWER POLE TO THE EAST EXTENDING TO 50 DEGREES.
 NG0330
 NG0330                          STATION RECOVERY (2006)
 NG0330
 NG0330'RECOVERY NOTE BY GEOCACHING 2006 (CT)
 NG0330'FOUND IN GOOD CONDITION USING GARMIN GPS72 AT THESE COORDINATES N42
 NG0330'51.363 W087 54.780, ACCURACY OF 10.8 FEET.  MARK IS NEAR A LARGE BUSH
 NG0330'WHICH HAS BEEN SLIGHTLY TRIMMED, ALLOWING VISUAL OF THE MARK.  THERE
 NG0330'IS A METAL WITNESS POST AND SIGN WHICH PROTRUDES FROM THE BUSH AND IS
 NG0330'APPROXIMATELY 1 FOOT SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0288 ***********************************************************************
 NG0288  DESIGNATION -  D 138
 NG0288  PID         -  NG0288
 NG0288  STATE/COUNTY-  WI/RACINE
 NG0288  USGS QUAD   -  RACINE SOUTH (1976)
 NG0288
 NG0288                         *CURRENT SURVEY CONTROL
 NG0288  ___________________________________________________________________
 NG0288* NAD 83(1986)-  42 41 50.     (N)    087 47 47.     (W)     SCALED    
 NG0288* NAVD 88     -       191.320  (meters)     627.69   (feet)  ADJUSTED  
 NG0288  ___________________________________________________________________
 NG0288  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 NG0288  DYNAMIC HT  -         191.264 (meters)     627.51  (feet)  COMP
 NG0288  MODELED GRAV-     980,329.6   (mgal)                       NAVD 88
 NG0288
 NG0288  VERT ORDER  -  FIRST     CLASS 0
 NG0288
 NG0288.The horizontal coordinates were scaled from a topographic map and have
 NG0288.an estimated accuracy of +/- 6 seconds.
 NG0288
 NG0288.The orthometric height was determined by differential leveling
 NG0288.and adjusted by the National Geodetic Survey in June 1991..
 NG0288
 NG0288.The geoid height was determined by GEOID03.
 NG0288
 NG0288.The dynamic height is computed by dividing the NAVD 88
 NG0288.geopotential number by the normal gravity value computed on the
 NG0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0288.degrees latitude (g = 980.6199 gals.).
 NG0288
 NG0288.The modeled gravity was interpolated from observed gravity values.
 NG0288
 NG0288;                    North         East    Units  Estimated Accuracy
 NG0288;SPC WI S     -    79,840.      780,550.      MT  (+/- 180 meters Scaled)
 NG0288
 NG0288                          SUPERSEDED SURVEY CONTROL
 NG0288
 NG0288  NGVD 29 (??/??/92)  191.422  (m)          628.02   (f) ADJ UNCH    1 0
 NG0288
 NG0288.Superseded values are not recommended for survey control.
 NG0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0288.See file dsdata.txt to determine how the superseded data were derived.
 NG0288
 NG0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN347275(NAD 83)
 NG0288_MARKER: DB = BENCH MARK DISK
 NG0288_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NG0288_SP_SET: ABUTMENT
 NG0288_STAMPING: D 138 1973
 NG0288_MARK LOGO: NGS   
 NG0288_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NG0288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0288_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NG0288+SATELLITE: SATELLITE OBSERVATIONS - 2001
 NG0288
 NG0288  HISTORY     - Date     Condition        Report By
 NG0288  HISTORY     - 1973     MONUMENTED       NGS
 NG0288  HISTORY     - 1990     GOOD             USPSQD
 NG0288  HISTORY     - 2001     GOOD             WIDT
 NG0288
 NG0288                          STATION DESCRIPTION
 NG0288
 NG0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NG0288'AT RACINE.
 NG0288'AT THE DURAND AVENUE UNDERPASS (COUNTY ROAD CROSSING) 8.3 FEET
 NG0288'WEST OF THE WEST RAIL OF MOST WESTERLY TRACK, SET IN TOP OF WEST
 NG0288'END OF THE NORTH CONCRETE ABUTMENT, 1.0 FEET WEST OF A
 NG0288'STEELDECKING WALKWAY 1/2 FOOT BELOW THE LEVEL OF THE RAILWAY.
 NG0288'0.2 MILES NORTH OF RV 74 (C AND NW RY).  SEC 29, T 3 N, R 23 E.
 NG0288
 NG0288                          STATION RECOVERY (1990)
 NG0288
 NG0288'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCB)
 NG0288'RECOVERED IN GOOD CONDITION.
 NG0288
 NG0288                          STATION RECOVERY (2001)
 NG0288
 NG0288'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 NG0288'THE STATION IS LOCATED IN RACINE.  OWNERSHIP--UNION PACIFIC RAILROAD.
 NG0288'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 11 WITH STATE
 NG0288'HIGHWAY 32 IN RACINE, GO WEST ON STATE HIGHWAY 11 FOR 0.1 KM TO A
 NG0288'RAILROAD BRIDGE AND THE STATION ON THE RIGHT.  THE STATION IS A
 NG0288'BRONZE NATIONAL GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP OF THE
 NG0288'RAILROAD BRIDGE ABUTMENT AND ABOUT 0.5 M ABOVE THE RAILROAD TRACKS.
 NG0288'THE STATION IS 47 M SOUTHEAST OF THE SOUTHEAST CORNER OF A
 NG0288'BUILDING--ADVANCE PLUMBING AND HEATING--, 27.3 M NORTH OF A POWER
 NG0288'POLE, 19.0 M NORTH OF THE CENTERLINE OF THE WESTBOUND LANE OF STATE
 NG0288'HIGHWAY 11, 6.6 M WEST OF THE WEST RAIL OF THE TRACKS, 1.0 M SOUTH OF
 NG0288'NORTH FACE OF NORTH BRIDGE ABUTMENT, AND 0.2 M EAST OF THE WEST FACE
 NG0288'OF THE NORTH BRIDGE ABUTMENT. ---NOTE---THIS STATION IS NOT SUITABLE
 NG0288'FOR GPS OBSERVATIONS DUE TO A TREE OVERHANGING THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0233 ***********************************************************************
 QM0233  DESIGNATION -  D 14
 QM0233  PID         -  QM0233
 QM0233  STATE/COUNTY-  WI/ONEIDA
 QM0233  USGS QUAD   -  RHINELANDER (1982)
 QM0233
 QM0233                         *CURRENT SURVEY CONTROL
 QM0233  ___________________________________________________________________
 QM0233* NAD 83(1986)-  45 38 28.     (N)    089 25 27.     (W)     SCALED    
 QM0233* NAVD 88     -       476.374  (meters)    1562.90   (feet)  ADJUSTED  
 QM0233  ___________________________________________________________________
 QM0233  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 QM0233  DYNAMIC HT  -         476.351 (meters)    1562.83  (feet)  COMP
 QM0233  MODELED GRAV-     980,552.7   (mgal)                       NAVD 88
 QM0233
 QM0233  VERT ORDER  -  FIRST     CLASS II
 QM0233
 QM0233.The horizontal coordinates were scaled from a topographic map and have
 QM0233.an estimated accuracy of +/- 6 seconds.
 QM0233
 QM0233.The orthometric height was determined by differential leveling
 QM0233.and adjusted by the National Geodetic Survey in June 1991..
 QM0233
 QM0233.The geoid height was determined by GEOID03.
 QM0233
 QM0233.The dynamic height is computed by dividing the NAVD 88
 QM0233.geopotential number by the normal gravity value computed on the
 QM0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0233.degrees latitude (g = 980.6199 gals.).
 QM0233
 QM0233.The modeled gravity was interpolated from observed gravity values.
 QM0233
 QM0233;                    North         East    Units  Estimated Accuracy
 QM0233;SPC WI N     -    52,890.      644,890.      MT  (+/- 180 meters Scaled)
 QM0233
 QM0233                          SUPERSEDED SURVEY CONTROL
 QM0233
 QM0233  NGVD 29 (??/??/92)  476.366  (m)         1562.88   (f) ADJ UNCH    1 2
 QM0233
 QM0233.Superseded values are not recommended for survey control.
 QM0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0233.See file dsdata.txt to determine how the superseded data were derived.
 QM0233
 QM0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR110570(NAD 83)
 QM0233_MARKER: DB = BENCH MARK DISK
 QM0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0233+STABILITY: SURFACE MOTION
 QM0233
 QM0233  HISTORY     - Date     Condition        Report By
 QM0233  HISTORY     - UNK      MONUMENTED       CGS
 QM0233  HISTORY     - 1934     GOOD             NGS
 QM0233  HISTORY     - 1965     MARK NOT FOUND   USGS
 QM0233  HISTORY     - 1982     MARK NOT FOUND   NGS
 QM0233  HISTORY     - 20051004 MARK NOT FOUND   WIDT
 QM0233
 QM0233                          STATION DESCRIPTION
 QM0233
 QM0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QM0233'AT RHINELANDER.
 QM0233'AT N.W. ENTRANCE OF RHINELANDER PAPER MILL.  ALONG THE C.
 QM0233'AND N.W. R.R.  AT THE N.W. ENTRANCE OF RHINELANDER PAPER MILL.
 QM0233'8 YDS. S.W. OF CENTER OF TRACK AND 8 YDS. S.E. OF CENTER OF
 QM0233'ENTRANCE GATE.  LYD. N.E. OF FENCE.
 QM0233
 QM0233                          STATION RECOVERY (1965)
 QM0233
 QM0233'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 QM0233'MARK NOT FOUND.
 QM0233
 QM0233                          STATION RECOVERY (1982)
 QM0233
 QM0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QM0233'NOT RECOVERED.  PROBABLY DESTROYED BY STREET CONSTRUCTION.
 QM0233
 QM0233                          STATION RECOVERY (2005)
 QM0233
 QM0233'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0233'MARK NOT FOUND.  ADD SEARCHED AREA AROUND ENTRANCES TO THE PAPER MILL,
 QM0233'BUT RECOVERED NO EVIDENCE OF THE MONUMENT, THERE HAS BEEN EXTENSIVE
 QM0233'GRADING DONE IN THESE AREAS AS THEY ARE PARKING AREAS FOR THE TRUCKS
 QM0233'OF THE PAPER MILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0303 ***********************************************************************
 ON0303  DESIGNATION -  D 145
 ON0303  PID         -  ON0303
 ON0303  STATE/COUNTY-  WI/LA CROSSE
 ON0303  USGS QUAD   -  LA CRESCENT (1991)
 ON0303
 ON0303                         *CURRENT SURVEY CONTROL
 ON0303  ___________________________________________________________________
 ON0303* NAD 83(1986)-  43 52 24.     (N)    091 15 07.     (W)     SCALED    
 ON0303* NAVD 88     -       199.543  (meters)     654.67   (feet)  ADJUSTED  
 ON0303  ___________________________________________________________________
 ON0303  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 ON0303  DYNAMIC HT  -         199.508 (meters)     654.55  (feet)  COMP
 ON0303  MODELED GRAV-     980,437.7   (mgal)                       NAVD 88
 ON0303
 ON0303  VERT ORDER  -  SECOND    CLASS 0
 ON0303
 ON0303.This mark is at La Crosse Airport (LSE)
 ON0303
 ON0303.The horizontal coordinates were scaled from a topographic map and have
 ON0303.an estimated accuracy of +/- 6 seconds.
 ON0303
 ON0303.The orthometric height was determined by differential leveling
 ON0303.and adjusted by the National Geodetic Survey in June 1991..
 ON0303
 ON0303.The geoid height was determined by GEOID03.
 ON0303
 ON0303.The dynamic height is computed by dividing the NAVD 88
 ON0303.geopotential number by the normal gravity value computed on the
 ON0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0303.degrees latitude (g = 980.6199 gals.).
 ON0303
 ON0303.The modeled gravity was interpolated from observed gravity values.
 ON0303
 ON0303;                    North         East    Units  Estimated Accuracy
 ON0303;SPC WI S     -   208,870.      499,380.      MT  (+/- 180 meters Scaled)
 ON0303
 ON0303                          SUPERSEDED SURVEY CONTROL
 ON0303
 ON0303  NGVD 29 (??/??/92)  199.562  (m)          654.73   (f) ADJ UNCH    2 0
 ON0303
 ON0303.Superseded values are not recommended for survey control.
 ON0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0303.See file dsdata.txt to determine how the superseded data were derived.
 ON0303
 ON0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ404592(NAD 83)
 ON0303_MARKER: DB = BENCH MARK DISK
 ON0303_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 ON0303+WITH SETTING: PAVEMENT
 ON0303_SP_SET: LOADING DOCK
 ON0303_STAMPING: D 145 1956
 ON0303_MARK LOGO: CGS   
 ON0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0303+STABILITY: SURFACE MOTION
 ON0303
 ON0303  HISTORY     - Date     Condition        Report By
 ON0303  HISTORY     - 1956     MONUMENTED       CGS
 ON0303  HISTORY     - 1969     GOOD             NGS
 ON0303  HISTORY     - 1980     GOOD             USGS
 ON0303  HISTORY     - 1985     GOOD             NGS
 ON0303  HISTORY     - 20030520 MARK NOT FOUND   USPSQD
 ON0303
 ON0303                          STATION DESCRIPTION
 ON0303
 ON0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 ON0303'4.4 MI N FROM LA CROSSE.
 ON0303'4.4 MILES NORTH FROM THE POST OFFICE AT LA CROSSE, LA CROSSE
 ON0303'COUNTY, AT LA CROSSE MUNICIPAL AIRPORT, 10.88 FEET SOUTH OF THE
 ON0303'NORTHEAST CORNER OF THE ADMINISTRATION BUILDING, 28.75 FEET
 ON0303'SOUTHWEST OF THE CENTER OF A DOUBLE GATE, IN THE CONCRETE FLOOR
 ON0303'OF A LOADING RAMP, AND ABOUT 1 FOOT ABOVE THE DRIVEWAY.  A
 ON0303'STANDARD DISK, STAMPED D 145 1956.  NOTE-- THE DOUBLE GATE HAS
 ON0303'BEEN REMOVED AND HAS BEEN REPLACED BY A FENCE.  THE DISK IS 28.75
 ON0303'FEET SW OF THE POST IN THE CENTER OF THE DRIVEWAY.
 ON0303
 ON0303                          STATION RECOVERY (1969)
 ON0303
 ON0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 ON0303'RECOVERED IN GOOD CONDITION.
 ON0303
 ON0303                          STATION RECOVERY (1980)
 ON0303
 ON0303'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 ON0303'THE MARK WAS RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS:
 ON0303'AT THE LA CROSSE MUNICIPAL, LOCATED ALONG THE SOUTHEAST SIDE OF THE
 ON0303'TERMINAL BUILDING. IT IS LOCATED ON THE NORTHWEST SIDE OF A 30 BY 33
 ON0303'FOOT CONCRETE LOADING DOCK LOCATED ADAJACENT TO REPUBLIC AIR FREIGHT.
 ON0303'THE DISK IS 0.5 OF A SOUTHEAST OF THE SOUTHEAST WALL OF THE BUILDING,
 ON0303'1.7 FEET NORTHEAST OF THE N EDGE OF THE NORTHERLY OF TWO LOADING
 ON0303'DOORS, AND 10.9 FEET SOUTHWEST OF THE E CORNER OF THE BUILDING. IT IS
 ON0303'A STANDARD DISK CEMENTED IN A DRILL HOLE FLUSH THE SURFACE AND IS
 ON0303'STAMPED "D 145 1956".
 ON0303
 ON0303                          STATION RECOVERY (1985)
 ON0303
 ON0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ON0303'RECOVERED IN GOOD CONDITION.
 ON0303
 ON0303                          STATION RECOVERY (2003)
 ON0303
 ON0303'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 ON0303'NOT FOUND.  ACCORDING TO AN EMPLOYEE OF THE MAINTENANCE DEPARTMENT,
 ON0303'THE BUILDINGS WERE TORN DOWN IN 1990 - THE AREA IS NOW A GRASSY AREA
 ON0303'NEAR A TAXIWAY.  A NEW TERMINAL BUILDING WAS BUILT AT THE NORTHWEST
 ON0303'END OF THE PROPERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0393 ***********************************************************************
 RM0393  DESIGNATION -  D 146
 RM0393  PID         -  RM0393
 RM0393  STATE/COUNTY-  WI/WASHBURN
 RM0393  USGS QUAD   -  STANBERRY WEST (1971)
 RM0393
 RM0393                         *CURRENT SURVEY CONTROL
 RM0393  ___________________________________________________________________
 RM0393* NAD 83(1986)-  46 05 58.     (N)    091 44 49.     (W)     SCALED    
 RM0393* NAVD 88     -       339.662  (meters)    1114.37   (feet)  ADJUSTED  
 RM0393  ___________________________________________________________________
 RM0393  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 RM0393  DYNAMIC HT  -         339.690 (meters)    1114.47  (feet)  COMP
 RM0393  MODELED GRAV-     980,686.6   (mgal)                       NAVD 88
 RM0393
 RM0393  VERT ORDER  -  FIRST     CLASS II
 RM0393
 RM0393.The horizontal coordinates were scaled from a topographic map and have
 RM0393.an estimated accuracy of +/- 6 seconds.
 RM0393
 RM0393.The orthometric height was determined by differential leveling
 RM0393.and adjusted by the National Geodetic Survey in June 1991..
 RM0393
 RM0393.The geoid height was determined by GEOID03.
 RM0393
 RM0393.The dynamic height is computed by dividing the NAVD 88
 RM0393.geopotential number by the normal gravity value computed on the
 RM0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0393.degrees latitude (g = 980.6199 gals.).
 RM0393
 RM0393.The modeled gravity was interpolated from observed gravity values.
 RM0393
 RM0393;                    North         East    Units  Estimated Accuracy
 RM0393;SPC WI N     -   105,160.      464,940.      MT  (+/- 180 meters Scaled)
 RM0393
 RM0393                          SUPERSEDED SURVEY CONTROL
 RM0393
 RM0393.No superseded survey control is available for this station.
 RM0393
 RM0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM968058(NAD 83)
 RM0393_MARKER: DB = BENCH MARK DISK
 RM0393_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0393_SP_SET: STAINLESS STEEL ROD
 RM0393_STAMPING: D 146 1979
 RM0393_PROJECTION: FLUSH
 RM0393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0393_ROD/PIPE-DEPTH: 5.79 meters
 RM0393
 RM0393  HISTORY     - Date     Condition        Report By
 RM0393  HISTORY     - 1979     MONUMENTED       NGS
 RM0393
 RM0393                          STATION DESCRIPTION
 RM0393
 RM0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RM0393'3.7 MI EAST FROM MINONG.
 RM0393'3.7 MILES EAST ALONG STATE HIGHWAY 77 FROM THE JUNCTION OF U.S.
 RM0393'HIGHWAY 53 IN MINONG, ON THE NORTH SIDE OF A LONG CURVE, 43.0 FT.
 RM0393'NORTH OF THE CENTERLINE OF THE HIGHWAY, 16.0 FT. WEST OF THE
 RM0393'APPROXIMATE CENTER OF A DIM WOODS ROAD LEADING NORTH.  DISK IS 4
 RM0393'INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC
 RM0393'SCREW PLUG.
 RM0393'THE MARK IS 2 FT  E FROM A WITNESS POST.
 RM0393'THE MARK IS 3 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0332 ***********************************************************************
 QN0332  DESIGNATION -  D 147
 QN0332  PID         -  QN0332
 QN0332  STATE/COUNTY-  WI/SAWYER
 QN0332  USGS QUAD   -  HAUER (1971)
 QN0332
 QN0332                         *CURRENT SURVEY CONTROL
 QN0332  ___________________________________________________________________
 QN0332* NAD 83(1986)-  45 47 59.     (N)    091 23 00.     (W)     SCALED    
 QN0332* NAVD 88     -       386.664  (meters)    1268.58   (feet)  ADJUSTED  
 QN0332  ___________________________________________________________________
 QN0332  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 QN0332  DYNAMIC HT  -         386.646 (meters)    1268.52  (feet)  COMP
 QN0332  MODELED GRAV-     980,557.8   (mgal)                       NAVD 88
 QN0332
 QN0332  VERT ORDER  -  FIRST     CLASS II
 QN0332
 QN0332.The horizontal coordinates were scaled from a topographic map and have
 QN0332.an estimated accuracy of +/- 6 seconds.
 QN0332
 QN0332.The orthometric height was determined by differential leveling
 QN0332.and adjusted by the National Geodetic Survey in June 1991..
 QN0332
 QN0332.The geoid height was determined by GEOID03.
 QN0332
 QN0332.The dynamic height is computed by dividing the NAVD 88
 QN0332.geopotential number by the normal gravity value computed on the
 QN0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0332.degrees latitude (g = 980.6199 gals.).
 QN0332
 QN0332.The modeled gravity was interpolated from observed gravity values.
 QN0332
 QN0332;                    North         East    Units  Estimated Accuracy
 QN0332;SPC WI N     -    71,300.      492,470.      MT  (+/- 180 meters Scaled)
 QN0332
 QN0332                          SUPERSEDED SURVEY CONTROL
 QN0332
 QN0332.No superseded survey control is available for this station.
 QN0332
 QN0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL256730(NAD 83)
 QN0332_MARKER: DB = BENCH MARK DISK
 QN0332_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0332_SP_SET: STAINLESS STEEL ROD
 QN0332_STAMPING: D 147 1979
 QN0332_PROJECTION: FLUSH
 QN0332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0332_ROD/PIPE-DEPTH: 4.57 meters
 QN0332
 QN0332  HISTORY     - Date     Condition        Report By
 QN0332  HISTORY     - 1979     MONUMENTED       NGS
 QN0332
 QN0332                          STATION DESCRIPTION
 QN0332
 QN0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 QN0332'3.55 MI NORTH FROM COUDERAY.
 QN0332'3.55 MILES NORTHWEST ALONG STATE HIGHWAY 27 FROM THE POST OFFICE IN
 QN0332'COUDERAY, AT THE SOUTHEAST EDGE OF AN ABANDONED GRAVEL PIT, ON THE LAC
 QN0332'COURTE OREILLES INDIAN RESERVATION, 33.0 FT. NORTHEAST OF THE
 QN0332'CENTERLINE OF THE HIGHWAY, 39.0 FT. SOUTHEAST OF THE CENTER OF A DIRT
 QN0332'ROAD LEADING EAST.
 QN0332'THE MARK IS 3 FT  NW FROM A WITNESS POST.
 QN0332'THE MARK IS 2 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0302 ***********************************************************************
 QN0302  DESIGNATION -  D 148
 QN0302  PID         -  QN0302
 QN0302  STATE/COUNTY-  WI/RUSK
 QN0302  USGS QUAD   -  CRANE (1972)
 QN0302
 QN0302                         *CURRENT SURVEY CONTROL
 QN0302  ___________________________________________________________________
 QN0302* NAD 83(1986)-  45 30 29.     (N)    091 09 55.     (W)     SCALED    
 QN0302* NAVD 88     -       344.416  (meters)    1129.97   (feet)  ADJUSTED  
 QN0302  ___________________________________________________________________
 QN0302  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 QN0302  DYNAMIC HT  -         344.398 (meters)    1129.91  (feet)  COMP
 QN0302  MODELED GRAV-     980,553.7   (mgal)                       NAVD 88
 QN0302
 QN0302  VERT ORDER  -  FIRST     CLASS II
 QN0302
 QN0302.The horizontal coordinates were scaled from a topographic map and have
 QN0302.an estimated accuracy of +/- 6 seconds.
 QN0302
 QN0302.The orthometric height was determined by differential leveling
 QN0302.and adjusted by the National Geodetic Survey in June 1991..
 QN0302
 QN0302.The geoid height was determined by GEOID03.
 QN0302
 QN0302.The dynamic height is computed by dividing the NAVD 88
 QN0302.geopotential number by the normal gravity value computed on the
 QN0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0302.degrees latitude (g = 980.6199 gals.).
 QN0302
 QN0302.The modeled gravity was interpolated from observed gravity values.
 QN0302
 QN0302;                    North         East    Units  Estimated Accuracy
 QN0302;SPC WI C     -   186,750.      508,940.      MT  (+/- 180 meters Scaled)
 QN0302
 QN0302                          SUPERSEDED SURVEY CONTROL
 QN0302
 QN0302.No superseded survey control is available for this station.
 QN0302
 QN0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL433410(NAD 83)
 QN0302_MARKER: DB = BENCH MARK DISK
 QN0302_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0302_SP_SET: STAINLESS STEEL ROD
 QN0302_STAMPING: D 148 1979
 QN0302_PROJECTION: FLUSH
 QN0302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0302_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QN0302+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2005
 QN0302_ROD/PIPE-DEPTH: 7.62 meters
 QN0302
 QN0302  HISTORY     - Date     Condition        Report By
 QN0302  HISTORY     - 1979     MONUMENTED       NGS
 QN0302  HISTORY     - 20051201 GOOD             WIDT
 QN0302
 QN0302                          STATION DESCRIPTION
 QN0302
 QN0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 QN0302'5.95 MI SE FROM IMALONE.
 QN0302'5.95 MILES SOUTHEAST ALONG COUNTY ROAD A FROM THE JUNCTION OF STATE
 QN0302'HIGHWAY 40 IN IMALONE, ALSO 2.85 MILES NORTH ALONG STATE HIGHWAY 27
 QN0302'FROM THE JUNCTION OF U.S. HIGHWAY 8 IN LADYSMITH, THENCE 2.5 MILES
 QN0302'WEST ALONG COUNTY ROAD A, 30.0 FT. SOUTH OF THE CENTERLINE OF THE
 QN0302'ROAD, 1.0 FT. NORTH OF A FENCE, 3.0 FT. WEST OF A POWERLINE POLE.
 QN0302'THE MARK IS 2 FT  E FROM A WITNESS POST.
 QN0302'THE MARK IS 2 FT BELOW THE ROAD.
 QN0302
 QN0302                          STATION RECOVERY (2005)
 QN0302
 QN0302'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 QN0302'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 58.1 M WEST OF THE
 QN0302'EXTENDED CENTERLINE OF PRIVATE ENTRANCE --W9490--, 23.9 M SOUTHWEST OF
 QN0302'POWER POLE --18.28-- WITH ONE TRANSFORMER AND ONE GUY WIRE, 12.1 M
 QN0302'WEST OF THE TOP CENTER OF TELEPHONE PEDESTAL --L600-73--, 0.5 M
 QN0302'NORTHWEST OF A WHITE METAL WITNESS POST, AND 1.0 M SOUTH, 1.0 M
 QN0302'NORTHWEST, AND 1.0 M NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.
 QN0302'--NOTE-- VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE EAST
 QN0302'EXTENDING TO 60 DEGREES ABOVE THE HORIZON AND TREES IN THE NORTH
 QN0302'QUADRANTS EXTENDING TO 50 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0365 ***********************************************************************
 QN0365  DESIGNATION -  D 149
 QN0365  PID         -  QN0365
 QN0365  STATE/COUNTY-  WI/BARRON
 QN0365  USGS QUAD   -  RICE LAKE SOUTH (1978)
 QN0365
 QN0365                         *CURRENT SURVEY CONTROL
 QN0365  ___________________________________________________________________
 QN0365* NAD 83(1986)-  45 24 28.     (N)    091 39 13.     (W)     SCALED    
 QN0365* NAVD 88     -       330.226  (meters)    1083.42   (feet)  ADJUSTED  
 QN0365  ___________________________________________________________________
 QN0365  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 QN0365  DYNAMIC HT  -         330.204 (meters)    1083.34  (feet)  COMP
 QN0365  MODELED GRAV-     980,540.0   (mgal)                       NAVD 88
 QN0365
 QN0365  VERT ORDER  -  FIRST     CLASS II
 QN0365
 QN0365.The horizontal coordinates were scaled from a topographic map and have
 QN0365.an estimated accuracy of +/- 6 seconds.
 QN0365
 QN0365.The orthometric height was determined by differential leveling
 QN0365.and adjusted by the National Geodetic Survey in June 1991..
 QN0365
 QN0365.The geoid height was determined by GEOID03.
 QN0365
 QN0365.The dynamic height is computed by dividing the NAVD 88
 QN0365.geopotential number by the normal gravity value computed on the
 QN0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0365.degrees latitude (g = 980.6199 gals.).
 QN0365
 QN0365.The modeled gravity was interpolated from observed gravity values.
 QN0365
 QN0365;                    North         East    Units  Estimated Accuracy
 QN0365;SPC WI C     -   176,270.      470,560.      MT  (+/- 180 meters Scaled)
 QN0365
 QN0365                          SUPERSEDED SURVEY CONTROL
 QN0365
 QN0365.No superseded survey control is available for this station.
 QN0365
 QN0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL053291(NAD 83)
 QN0365_MARKER: DB = BENCH MARK DISK
 QN0365_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QN0365_SP_SET: HEADWALL
 QN0365_STAMPING: D 149 1980
 QN0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0365+STABILITY: SURFACE MOTION
 QN0365_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QN0365+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2005
 QN0365
 QN0365  HISTORY     - Date     Condition        Report By
 QN0365  HISTORY     - 1980     MONUMENTED       NGS
 QN0365  HISTORY     - 20030727 MARK NOT FOUND   INDIV
 QN0365  HISTORY     - 20050927 GOOD             WIDT
 QN0365
 QN0365                          STATION DESCRIPTION
 QN0365
 QN0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QN0365'7.2 KM EAST FROM CAMERON.
 QN0365'7.2 KM (4.5 MI) EAST ALONG U.S. HIGHWAY 8 FROM THE POST OFFICE IN
 QN0365'CAMERON, AT THE JUNCTION OF COUNTY ROAD M, IN TOP OF THE EAST END OF
 QN0365'THE NORTH HEADWALL OF A BRIDGE OVER GERMAN CREEK, APPROXIMATELY 42.4 M
 QN0365'(140 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 5.7 M (18.7 FT) EAST
 QN0365'OF THE CENTERLINE OF THE ROAD, 0.3 M (1.0 FT) EAST OF THE NORTH END OF
 QN0365'THE EAST METAL BRIDGE GUARDRAIL.
 QN0365'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 QN0365
 QN0365                          STATION RECOVERY (2003)
 QN0365
 QN0365'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (CCF)
 QN0365'THE DESCRIPTION IN THE OFFICIAL HISTORY IS CONFUSING.
 QN0365' 
 QN0365'THE DESCRIPTION SAYS THAT THE MARKER IS IN A BRIDGE THAT IS 140 FEET
 QN0365'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 19 FEET EAST OF THE
 QN0365'CENTERLINE OF THE ROAD, AND 1 FOOT EAST OF THE NORTH END OF THE EAST
 QN0365'METAL BRIDGE GUARDRAIL.
 QN0365' 
 QN0365'IN FACT, THE BRIDGE IS MORE LIKE 140 FEET EAST OF THE ROAD, AND 19
 QN0365'FEET SOUTH OF THE HIGHWAY. BECAUSE HIGHWAY 8 RUNS EAST AND WEST, THERE
 QN0365'WOULD BE A NORTH GUARDRAIL AND A SOUTH ONE, NOT AN EAST OR A WEST ONE.
 QN0365'FINALLY, THERE IS NO GUARDRAIL OF ANY KIND THERE TODAY, BECAUSE OF
 QN0365'ROAD CONSTRUCTION.
 QN0365
 QN0365                          STATION RECOVERY (2005)
 QN0365
 QN0365'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 QN0365'RECOVERED AS ORIGINALLY DESCRIBED.  NOTE--- THE ORIGINAL TO REACH
 QN0365'WRITTEN BY  NGS IN 1980 IS CORRECT.  THE BRIDGE IS ON COUNTY HIGHWAY M
 QN0365'WHICH RUNS NORTH-SOUTH.  ADD-- THE STATION IS 1.0 M SOUTHWEST OF A
 QN0365'WHITE PLASTIC WITNESS POST.  --NOTE2-- VISIBLE OBSTRUCTIONS AT THIS
 QN0365'STATION ARE TREES IN THE EASTERN AND WESTERN QUADRANTS EXTENDING TO 40
 QN0365'DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0038 ***********************************************************************
 QN0038  DESIGNATION -  D 15
 QN0038  PID         -  QN0038
 QN0038  STATE/COUNTY-  WI/PRICE
 QN0038  USGS QUAD   -  PARK FALLS (1984)
 QN0038
 QN0038                         *CURRENT SURVEY CONTROL
 QN0038  ___________________________________________________________________
 QN0038* NAD 83(1986)-  45 53 44.     (N)    090 25 23.     (W)     SCALED    
 QN0038* NAVD 88     -       443.705  (meters)    1455.72   (feet)  ADJUSTED  
 QN0038  ___________________________________________________________________
 QN0038  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 QN0038  DYNAMIC HT  -         443.694 (meters)    1455.69  (feet)  COMP
 QN0038  MODELED GRAV-     980,576.6   (mgal)                       NAVD 88
 QN0038
 QN0038  VERT ORDER  -  SECOND    CLASS 0
 QN0038
 QN0038.The horizontal coordinates were scaled from a topographic map and have
 QN0038.an estimated accuracy of +/- 6 seconds.
 QN0038
 QN0038.The orthometric height was determined by differential leveling
 QN0038.and adjusted by the National Geodetic Survey in June 1991..
 QN0038
 QN0038.The geoid height was determined by GEOID03.
 QN0038
 QN0038.The dynamic height is computed by dividing the NAVD 88
 QN0038.geopotential number by the normal gravity value computed on the
 QN0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0038.degrees latitude (g = 980.6199 gals.).
 QN0038
 QN0038.The modeled gravity was interpolated from observed gravity values.
 QN0038
 QN0038;                    North         East    Units  Estimated Accuracy
 QN0038;SPC WI N     -    81,100.      567,170.      MT  (+/- 180 meters Scaled)
 QN0038
 QN0038                          SUPERSEDED SURVEY CONTROL
 QN0038
 QN0038  NGVD 29 (??/??/92)  443.699  (m)         1455.70   (f) ADJ UNCH    2 0
 QN0038
 QN0038.Superseded values are not recommended for survey control.
 QN0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0038.See file dsdata.txt to determine how the superseded data were derived.
 QN0038
 QN0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL999856(NAD 83)
 QN0038_MARKER: DB = BENCH MARK DISK
 QN0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0038_STAMPING: D 15 1934
 QN0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0038+STABILITY: SURFACE MOTION
 QN0038
 QN0038  HISTORY     - Date     Condition        Report By
 QN0038  HISTORY     - 1934     MONUMENTED       CGS
 QN0038  HISTORY     - 20041026 MARK NOT FOUND   WIDT
 QN0038
 QN0038                          STATION DESCRIPTION
 QN0038
 QN0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QN0038'1.2 MI N FROM FIFIELD.
 QN0038'ABOUT 1.2 MILES NORTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT
 QN0038'STE. MARIE RAILWAY FROM FIFIELD, PRICE COUNTY, ABOUT 1 1/2 RAILS
 QN0038'SOUTH OF THE STATION ONE MILE SIGN, 42 FEET WEST OF THE TRACK,
 QN0038'AND 3 FEET EAST OF A FENCE.  A STANDARD DISK, STAMPED D 15 1934 AND
 QN0038'SET IN THE TOP OF A CONCRETE POST.
 QN0038
 QN0038                          STATION RECOVERY (2004)
 QN0038
 QN0038'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0909 ***********************************************************************
 RM0909  DESIGNATION -  D 150 RESET
 RM0909  PID         -  RM0909
 RM0909  STATE/COUNTY-  WI/WASHBURN
 RM0909  USGS QUAD   -  GORDON (1982)
 RM0909
 RM0909                         *CURRENT SURVEY CONTROL
 RM0909  ___________________________________________________________________
 RM0909* NAD 83(1986)-  46 09 04.     (N)    091 48 41.     (W)     SCALED    
 RM0909* NAVD 88     -       323.26   (meters)    1060.6    (feet)  RESET     
 RM0909  ___________________________________________________________________
 RM0909  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 RM0909
 RM0909  VERT ORDER  -  THIRD
 RM0909
 RM0909.The horizontal coordinates were scaled from a topographic map and have
 RM0909.an estimated accuracy of +/- 6 seconds.
 RM0909
 RM0909.The orthometric height was computed from unverified reset data.
 RM0909.No vertical observational check was made to the station.
 RM0909
 RM0909.The geoid height was determined by GEOID03.
 RM0909
 RM0909;                    North         East    Units  Estimated Accuracy
 RM0909;SPC WI N     -   111,010.      460,090.      MT  (+/- 180 meters Scaled)
 RM0909
 RM0909                          SUPERSEDED SURVEY CONTROL
 RM0909
 RM0909.No superseded survey control is available for this station.
 RM0909
 RM0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM917115(NAD 83)
 RM0909_MARKER: DV = VERTICAL CONTROL DISK
 RM0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0909_SP_SET: CONCRETE POST
 RM0909_STAMPING: D 150 RESET 1983
 RM0909_MARK LOGO: NGS   
 RM0909_MAGNETIC: N = NO MAGNETIC MATERIAL
 RM0909_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RM0909
 RM0909  HISTORY     - Date     Condition        Report By
 RM0909  HISTORY     - 1983     MONUMENTED       NGS
 RM0909
 RM0909                          STATION DESCRIPTION
 RM0909
 RM0909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RM0909'3.6 MILES (5.8 KM) NORTH ALONG US HIGHWAY 53 FROM THE JUNCTION OF
 RM0909'STATE HIGHWAY 77 IN MINONG, ON THE NORTH SIDE OF A LOGGING ROAD
 RM0909'LEADING EAST, ALSO 1.7 MILES (2.7 KM) SOUTH ALONG HIGHWAY 53 FROM ITS
 RM0909'JUNCTION WITH COUNTY ROAD Y IN WASCOT.  130.0 FEET (39.6 M) EAST FROM
 RM0909'THE CENTER OF HIGHWAY 53, 16.0 FEET (4.9 M) NORTH FROM THE CENTER OF
 RM0909'THE LOGGING ROAD AND 2.0 FEET (0.6 M) WEST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0435 ***********************************************************************
 RM0435  DESIGNATION -  D 151
 RM0435  PID         -  RM0435
 RM0435  STATE/COUNTY-  WI/DOUGLAS
 RM0435  USGS QUAD   -  POPLAR (1975)
 RM0435
 RM0435                         *CURRENT SURVEY CONTROL
 RM0435  ___________________________________________________________________
 RM0435* NAD 83(1986)-  46 30 10.     (N)    091 50 11.     (W)     SCALED    
 RM0435* NAVD 88     -       360.588  (meters)    1183.03   (feet)  ADJUSTED  
 RM0435  ___________________________________________________________________
 RM0435  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 RM0435  DYNAMIC HT  -         360.631 (meters)    1183.17  (feet)  COMP
 RM0435  MODELED GRAV-     980,722.9   (mgal)                       NAVD 88
 RM0435
 RM0435  VERT ORDER  -  FIRST     CLASS II
 RM0435
 RM0435.The horizontal coordinates were scaled from a topographic map and have
 RM0435.an estimated accuracy of +/- 6 seconds.
 RM0435
 RM0435.The orthometric height was determined by differential leveling
 RM0435.and adjusted by the National Geodetic Survey in June 1991..
 RM0435
 RM0435.The geoid height was determined by GEOID03.
 RM0435
 RM0435.The dynamic height is computed by dividing the NAVD 88
 RM0435.geopotential number by the normal gravity value computed on the
 RM0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0435.degrees latitude (g = 980.6199 gals.).
 RM0435
 RM0435.The modeled gravity was interpolated from observed gravity values.
 RM0435
 RM0435;                    North         East    Units  Estimated Accuracy
 RM0435;SPC WI N     -   150,130.      459,060.      MT  (+/- 180 meters Scaled)
 RM0435
 RM0435                          SUPERSEDED SURVEY CONTROL
 RM0435
 RM0435.No superseded survey control is available for this station.
 RM0435
 RM0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM892505(NAD 83)
 RM0435_MARKER: DB = BENCH MARK DISK
 RM0435_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0435_SP_SET: STAINLESS STEEL ROD
 RM0435_STAMPING: D 151 1979
 RM0435_PROJECTION: FLUSH
 RM0435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0435_ROD/PIPE-DEPTH: 16.8 meters
 RM0435
 RM0435  HISTORY     - Date     Condition        Report By
 RM0435  HISTORY     - 1979     MONUMENTED       NGS
 RM0435  HISTORY     - 19910618 GOOD             USPSQD
 RM0435
 RM0435                          STATION DESCRIPTION
 RM0435
 RM0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RM0435'1.3 MI EAST FROM HAWTHORNE.
 RM0435'1.3 MILES EAST ALONG COUNTY ROAD B FROM THE CHICAGO AND NORTHWESTERN
 RM0435'RAILROAD CROSSING IN HAWTHORNE, AT THE JUNCTION OF U.S. HIGHWAY 53,
 RM0435'232 FT. WEST OF THE CENTERLINE OF THE HIGHWAY, 57.3 FT. SOUTH OF THE
 RM0435'CENTERLINE OF THE ROAD, 31.6 FT. SOUTHEAST OF THE SOUTH END OF A
 RM0435'CULVERT UNDER THE ROAD, 4.4 FT. SOUTH OF A POWERLINE POLE.  DISK IS 4
 RM0435'INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC
 RM0435'SCREW PLUG.
 RM0435'THE MARK IS 1 FT  E FROM A WITNESS POST.
 RM0435'THE MARK IS 2 FT BELOW THE HIGHWAY.
 RM0435
 RM0435                          STATION RECOVERY (1991)
 RM0435
 RM0435'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJK)
 RM0435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RN1091 ***********************************************************************
 RN1091  DESIGNATION -  D 152
 RN1091  PID         -  RN1091
 RN1091  STATE/COUNTY-  WI/DOUGLAS
 RN1091  USGS QUAD   -  SUPERIOR (1994)
 RN1091
 RN1091                         *CURRENT SURVEY CONTROL
 RN1091  ___________________________________________________________________
 RN1091* NAD 83(1986)-  46 40 55.     (N)    092 03 58.     (W)     SCALED    
 RN1091* NAVD 88     -       199.168  (meters)     653.44   (feet)  ADJUSTED  
 RN1091  ___________________________________________________________________
 RN1091  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 RN1091  DYNAMIC HT  -         199.193 (meters)     653.52  (feet)  COMP
 RN1091  MODELED GRAV-     980,730.6   (mgal)                       NAVD 88
 RN1091
 RN1091  VERT ORDER  -  FIRST     CLASS II
 RN1091
 RN1091.The horizontal coordinates were scaled from a topographic map and have
 RN1091.an estimated accuracy of +/- 6 seconds.
 RN1091
 RN1091.The orthometric height was determined by differential leveling
 RN1091.and adjusted by the National Geodetic Survey in June 1991..
 RN1091
 RN1091.The geoid height was determined by GEOID03.
 RN1091
 RN1091.The dynamic height is computed by dividing the NAVD 88
 RN1091.geopotential number by the normal gravity value computed on the
 RN1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN1091.degrees latitude (g = 980.6199 gals.).
 RN1091
 RN1091.The modeled gravity was interpolated from observed gravity values.
 RN1091
 RN1091;                    North         East    Units  Estimated Accuracy
 RN1091;SPC WI N     -   170,480.      441,950.      MT  (+/- 180 meters Scaled)
 RN1091
 RN1091                          SUPERSEDED SURVEY CONTROL
 RN1091
 RN1091.No superseded survey control is available for this station.
 RN1091
 RN1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM714702(NAD 83)
 RN1091_MARKER: DB = BENCH MARK DISK
 RN1091_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RN1091_SP_SET: STAINLESS STEEL ROD
 RN1091_STAMPING: D 152 1979
 RN1091_MARK LOGO: NGS   
 RN1091_PROJECTION: FLUSH
 RN1091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN1091_ROD/PIPE-DEPTH: 9.14 meters
 RN1091
 RN1091  HISTORY     - Date     Condition        Report By
 RN1091  HISTORY     - 1979     MONUMENTED       NGS
 RN1091  HISTORY     - 1982     GOOD             NGS
 RN1091  HISTORY     - 20040804 MARK NOT FOUND   USPSQD
 RN1091
 RN1091                          STATION DESCRIPTION
 RN1091
 RN1091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RN1091'3.85 MI SOUTH FROM SUPERIOR.
 RN1091'2.5 MILES SOUTH ALONG HILL AVENUE FROM THE JUNCTION OF BELKNAP STREET
 RN1091'IN SUPERIOR, THENCE 0.7 MILE NORTHEAST ALONG STINSON AVENUE, THENCE
 RN1091'0.65 MILE SOUTH ALONG BARDON AVENUE, 0.1 MILE SOUTH OF THE
 RN1091'SOUTHERNMOST ONE OF FIVE HOLDING TANKS, AT A FENCE CORNER, 36.5 FT.
 RN1091'EAST OF THE CENTERLINE OF BARDON AVENUE, 20.4 FT. NORTHEAST OF A
 RN1091'POWERLINE POLE, 4.0 FT. NORTH OF THE FENCE CORNER, 1.7 FT. WEST OF THE
 RN1091'FENCE.  DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH
 RN1091'A 4-INCH PLASTIC SCREW PLUG.
 RN1091'THE MARK IS 1 FT  S FROM A WITNESS POST.
 RN1091'THE MARK IS 1 FT BELOW BARDON AVENUE.
 RN1091
 RN1091                          STATION RECOVERY (1982)
 RN1091
 RN1091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RN1091'RECOVERED IN GOOD CONDITION.
 RN1091
 RN1091                          STATION RECOVERY (2004)
 RN1091
 RN1091'RECOVERY NOTE BY US POWER SQUADRON 2004 (DCR)
 RN1091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO1388 ***********************************************************************
 QO1388  DESIGNATION -  D 153
 QO1388  PID         -  QO1388
 QO1388  STATE/COUNTY-  WI/ST CROIX
 QO1388  USGS QUAD   -  FOREST (1975)
 QO1388
 QO1388                         *CURRENT SURVEY CONTROL
 QO1388  ___________________________________________________________________
 QO1388* NAD 83(1986)-  45 11 38.     (N)    092 17 03.     (W)     SCALED    
 QO1388* NAVD 88     -       349.353  (meters)    1146.17   (feet)  ADJUSTED  
 QO1388  ___________________________________________________________________
 QO1388  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 QO1388  DYNAMIC HT  -         349.307 (meters)    1146.02  (feet)  COMP
 QO1388  MODELED GRAV-     980,476.3   (mgal)                       NAVD 88
 QO1388
 QO1388  VERT ORDER  -  FIRST     CLASS II
 QO1388
 QO1388.The horizontal coordinates were scaled from a topographic map and have
 QO1388.an estimated accuracy of +/- 6 seconds.
 QO1388
 QO1388.The orthometric height was determined by differential leveling
 QO1388.and adjusted by the National Geodetic Survey in June 1991..
 QO1388
 QO1388.The geoid height was determined by GEOID03.
 QO1388
 QO1388.The dynamic height is computed by dividing the NAVD 88
 QO1388.geopotential number by the normal gravity value computed on the
 QO1388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1388.degrees latitude (g = 980.6199 gals.).
 QO1388
 QO1388.The modeled gravity was interpolated from observed gravity values.
 QO1388
 QO1388;                    North         East    Units  Estimated Accuracy
 QO1388;SPC WI C     -   153,710.      420,540.      MT  (+/- 180 meters Scaled)
 QO1388
 QO1388                          SUPERSEDED SURVEY CONTROL
 QO1388
 QO1388.No superseded survey control is available for this station.
 QO1388
 QO1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL562047(NAD 83)
 QO1388_MARKER: I = METAL ROD
 QO1388_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QO1388_SP_SET: STAINLESS STEEL ROD
 QO1388_STAMPING: D 153 1980
 QO1388_PROJECTION: FLUSH
 QO1388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1388_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1388+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2005
 QO1388_ROD/PIPE-DEPTH: 7.3  meters
 QO1388
 QO1388  HISTORY     - Date     Condition        Report By
 QO1388  HISTORY     - 1980     MONUMENTED       NGS
 QO1388  HISTORY     - 20051125 GOOD             USPSQD
 QO1388
 QO1388                          STATION DESCRIPTION
 QO1388
 QO1388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QO1388'7.7 KM SOUTH FROM CLEAR LAKE.
 QO1388'7.7 KM (4.75 MI) SOUTH ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 QO1388'COUNTY ROAD JJ IN CLEAR LAKE, AT THE JUNCTION OF COUNTY ROAD Q, 83.3 M
 QO1388'(275 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 9.3 M (30.6 FT) NORTH
 QO1388'OF THE CENTERLINE OF THE ROAD, 1.1 M (3.7 FT) WEST OF A POWERLINE
 QO1388'POLE, 32.6 M (107.6 FT) EAST OF A HIGHWAY RIGHT-OF-WAY POST.
 QO1388'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 QO1388'THE MARK IS 0.9 M BELOW COUNTY ROAD.
 QO1388
 QO1388                          STATION RECOVERY (2005)
 QO1388
 QO1388'RECOVERY NOTE BY US POWER SQUADRON 2005 (DRB)
 QO1388'RECOVERED IN GOOD CONDITION.  NOTE-- VISIBLE OBSTRUCTIONS AT THIS
 QO1388'STATION ARE TREES IN THE NORTH QUADRANTS EXTENDING TO 80 DEGREES ABOVE
 QO1388'THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO1359 ***********************************************************************
 QO1359  DESIGNATION -  D 154
 QO1359  PID         -  QO1359
 QO1359  STATE/COUNTY-  WI/ST CROIX
 QO1359  USGS QUAD   -  NEW RICHMOND SOUTH (1974)
 QO1359
 QO1359                         *CURRENT SURVEY CONTROL
 QO1359  ___________________________________________________________________
 QO1359* NAD 83(1986)-  45 02 59.     (N)    092 32 17.     (W)     SCALED    
 QO1359* NAVD 88     -       299.541  (meters)     982.74   (feet)  ADJUSTED  
 QO1359  ___________________________________________________________________
 QO1359  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 QO1359  DYNAMIC HT  -         299.505 (meters)     982.63  (feet)  COMP
 QO1359  MODELED GRAV-     980,489.2   (mgal)                       NAVD 88
 QO1359
 QO1359  VERT ORDER  -  FIRST     CLASS II
 QO1359
 QO1359.The horizontal coordinates were scaled from a topographic map and have
 QO1359.an estimated accuracy of +/- 6 seconds.
 QO1359
 QO1359.The orthometric height was determined by differential leveling
 QO1359.and adjusted by the National Geodetic Survey in June 1991..
 QO1359
 QO1359.The geoid height was determined by GEOID03.
 QO1359
 QO1359.The dynamic height is computed by dividing the NAVD 88
 QO1359.geopotential number by the normal gravity value computed on the
 QO1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1359.degrees latitude (g = 980.6199 gals.).
 QO1359
 QO1359.The modeled gravity was interpolated from observed gravity values.
 QO1359
 QO1359;                    North         East    Units  Estimated Accuracy
 QO1359;SPC WI C     -   138,290.      400,100.      MT  (+/- 180 meters Scaled)
 QO1359
 QO1359                          SUPERSEDED SURVEY CONTROL
 QO1359
 QO1359.No superseded survey control is available for this station.
 QO1359
 QO1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK363885(NAD 83)
 QO1359_MARKER: I = METAL ROD
 QO1359_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QO1359_SP_SET: STAINLESS STEEL ROD
 QO1359_STAMPING: D 154 1980
 QO1359_PROJECTION: FLUSH
 QO1359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1359+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2003
 QO1359_ROD/PIPE-DEPTH: 4.4  meters
 QO1359
 QO1359  HISTORY     - Date     Condition        Report By
 QO1359  HISTORY     - 1980     MONUMENTED       NGS
 QO1359  HISTORY     - 20031116 GOOD             USPSQD
 QO1359
 QO1359                          STATION DESCRIPTION
 QO1359
 QO1359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QO1359'8.3 KM SOUTH FROM NEW RICHMOND.
 QO1359'8.3 KM (5.15 MI) SOUTH ALONG STATE HIGHWAY 65 FROM THE SOUTH END OF
 QO1359'THE HIGHWAY BRIDGE OVER THE WILLOW RIVER IN NEW RICHMOND, AT THE
 QO1359'JUNCTION OF A PAVED ROAD, 18.2 M (60.0 FT) EAST OF THE CENTERLINE OF
 QO1359'THE HIGHWAY, 1.1 M (3.6 FT) WEST OF A GUYED POWERLINE POLE WITH THREE
 QO1359'TRANSFORMERS, 3.3 M (11.0 FT) NORTHEAST OF A GUYED POWERLINE POLE,
 QO1359'10.3 M (34.0 FT) SOUTH OF THE CENTERLINE OF THE ROAD.
 QO1359'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 QO1359'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 QO1359
 QO1359                          STATION RECOVERY (2003)
 QO1359
 QO1359'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 QO1359'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 5.5 FEET SOUTH OF
 QO1359'THE SIGN POST --HWY 65 / 130TH AVE--.  NOTE THE PAVED ROAD IN THE 1980
 QO1359'DESCRIPTION IS 130TH AVE.  THE POWERLINE POLE WITH THREE TRANSFORMERS
 QO1359'AND THE GUYED POWER POLE ARE NO LONGER PRESENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0431 ***********************************************************************
 RM0431  DESIGNATION -  D 155
 RM0431  PID         -  RM0431
 RM0431  STATE/COUNTY-  WI/DOUGLAS
 RM0431  USGS QUAD   -  BENNETT (1981)
 RM0431
 RM0431                         *CURRENT SURVEY CONTROL
 RM0431  ___________________________________________________________________
 RM0431* NAD 83(1986)-  46 26 47.     (N)    091 49 20.     (W)     SCALED    
 RM0431* NAVD 88     -       377.012  (meters)    1236.91   (feet)  ADJUSTED  
 RM0431  ___________________________________________________________________
 RM0431  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 RM0431  DYNAMIC HT  -         377.055 (meters)    1237.05  (feet)  COMP
 RM0431  MODELED GRAV-     980,715.8   (mgal)                       NAVD 88
 RM0431
 RM0431  VERT ORDER  -  FIRST     CLASS II
 RM0431
 RM0431.The horizontal coordinates were scaled from a topographic map and have
 RM0431.an estimated accuracy of +/- 6 seconds.
 RM0431
 RM0431.The orthometric height was determined by differential leveling
 RM0431.and adjusted by the National Geodetic Survey in June 1991..
 RM0431
 RM0431.The geoid height was determined by GEOID03.
 RM0431
 RM0431.The dynamic height is computed by dividing the NAVD 88
 RM0431.geopotential number by the normal gravity value computed on the
 RM0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0431.degrees latitude (g = 980.6199 gals.).
 RM0431
 RM0431.The modeled gravity was interpolated from observed gravity values.
 RM0431
 RM0431;                    North         East    Units  Estimated Accuracy
 RM0431;SPC WI N     -   143,840.      460,000.      MT  (+/- 180 meters Scaled)
 RM0431
 RM0431                          SUPERSEDED SURVEY CONTROL
 RM0431
 RM0431.No superseded survey control is available for this station.
 RM0431
 RM0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM904443(NAD 83)
 RM0431_MARKER: I = METAL ROD
 RM0431_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RM0431_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RM0431_STAMPING: D 155 1979
 RM0431_PROJECTION: FLUSH
 RM0431_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RM0431+STABILITY: POSITION/ELEVATION WELL
 RM0431_ROD/PIPE-DEPTH: 14.3 meters
 RM0431_SLEEVE-DEPTH  : 8.23 meters
 RM0431
 RM0431  HISTORY     - Date     Condition        Report By
 RM0431  HISTORY     - 1979     MONUMENTED       NGS
 RM0431
 RM0431                          STATION DESCRIPTION
 RM0431
 RM0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RM0431'6.75 MI NORTH FROM SOLON SPRINGS.
 RM0431'6.75 MILES NORTH ALONG U.S. HIGHWAY 53 FROM THE JUNCTION OF COUNTY
 RM0431'ROAD A IN SOLON SPRINGS, AT THE JUNCTION OF COUNTY ROAD L, AT THE
 RM0431'NORTHWEST CORNER AND ABOUT IN LINE WITH THE WEST FACE OF THE SAINT
 RM0431'BENEDICTS CATHOLIC CHURCH, 7.0 FT. NORTH OF THE NORTHWEST CORNER OF
 RM0431'THE CHURCH, 38.5 FT. NORTHWEST OF THE NORTHEAST CORNER OF THE CHURCH,
 RM0431'93.0 FT. SOUTHWEST OF A LIGHT POLE, 69.0 FT. SOUTHEAST OF A TELEPHONE
 RM0431'POLE.  DATUM POINT IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD
 RM0431'THROUGH A 5-INCH LOGO CAP.
 RM0431'THE MARK IS ABOVE LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0209 ***********************************************************************
 RM0209  DESIGNATION -  D 16
 RM0209  PID         -  RM0209
 RM0209  STATE/COUNTY-  WI/ASHLAND
 RM0209  USGS QUAD   -  ASHLAND WEST (1975)
 RM0209
 RM0209                         *CURRENT SURVEY CONTROL
 RM0209  ___________________________________________________________________
 RM0209* NAD 83(1986)-  46 35 09.     (N)    090 53 23.     (W)     SCALED    
 RM0209* NAVD 88     -       204.441  (meters)     670.74   (feet)  ADJUSTED  
 RM0209  ___________________________________________________________________
 RM0209  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 RM0209  DYNAMIC HT  -         204.446 (meters)     670.75  (feet)  COMP
 RM0209  MODELED GRAV-     980,634.4   (mgal)                       NAVD 88
 RM0209
 RM0209  VERT ORDER  -  FIRST     CLASS II
 RM0209
 RM0209.The horizontal coordinates were scaled from a topographic map and have
 RM0209.an estimated accuracy of +/- 6 seconds.
 RM0209
 RM0209.The orthometric height was determined by differential leveling
 RM0209.and adjusted by the National Geodetic Survey in June 1991..
 RM0209
 RM0209.The geoid height was determined by GEOID03.
 RM0209
 RM0209.The dynamic height is computed by dividing the NAVD 88
 RM0209.geopotential number by the normal gravity value computed on the
 RM0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0209.degrees latitude (g = 980.6199 gals.).
 RM0209
 RM0209.The modeled gravity was interpolated from observed gravity values.
 RM0209
 RM0209;                    North         East    Units  Estimated Accuracy
 RM0209;SPC WI N     -   158,120.      531,810.      MT  (+/- 180 meters Scaled)
 RM0209
 RM0209                          SUPERSEDED SURVEY CONTROL
 RM0209
 RM0209  NGVD 29 (??/??/92)  204.453  (m)          670.78   (f) ADJ UNCH    1 2
 RM0209
 RM0209.Superseded values are not recommended for survey control.
 RM0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0209.See file dsdata.txt to determine how the superseded data were derived.
 RM0209
 RM0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM616613(NAD 83)
 RM0209_MARKER: DB = BENCH MARK DISK
 RM0209_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RM0209_SP_SET: BUILDING
 RM0209_STAMPING: D 16 1934
 RM0209_MARK LOGO: CGS   
 RM0209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0209_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0209+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1999
 RM0209
 RM0209  HISTORY     - Date     Condition        Report By
 RM0209  HISTORY     - 1934     MONUMENTED       CGS
 RM0209  HISTORY     - 1942     GOOD             NGS
 RM0209  HISTORY     - 1977     GOOD             NGS
 RM0209  HISTORY     - 1982     GOOD             NGS
 RM0209  HISTORY     - 19970626 MARK NOT FOUND   USPSQD
 RM0209  HISTORY     - 19990630 GOOD             NGS
 RM0209  HISTORY     - 20020617 MARK NOT FOUND   USPSQD
 RM0209  HISTORY     - 20040507 MARK NOT FOUND   USPSQD
 RM0209
 RM0209                          STATION DESCRIPTION
 RM0209
 RM0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 RM0209'AT ASHLAND.
 RM0209'AT ASHLAND, ASHLAND COUNTY, IN THE SOUTH BRICK WALL OF THE
 RM0209'CHICAGO AND NORTH WESTERN RAILWAY STATION, 6 FEET FROM THE
 RM0209'SOUTHEAST CORNER OF THE BUILDING, 8 FEET EAST OF THE WAITING
 RM0209'ROOM DOOR, AND ABOUT 30 INCHES ABOVE THE PLATFORM.  A STANDARD
 RM0209'DISK, STAMPED D 16 1934 AND SET VERTICALLY.
 RM0209
 RM0209                          STATION RECOVERY (1977)
 RM0209
 RM0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 RM0209'RECOVERED IN GOOD CONDITION.
 RM0209
 RM0209                          STATION RECOVERY (1982)
 RM0209
 RM0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RM0209'RECOVERED THIS DATE, NOTE, RAILROAD STATION IS NOW ABANDONED, AND
 RM0209'IN A STATE OF DISREPAIR, STABILITY OF MARK IS QUESTIONABLE.
 RM0209
 RM0209                          STATION RECOVERY (1997)
 RM0209
 RM0209'RECOVERY NOTE BY US POWER SQUADRON 1997
 RM0209'MARK NOT FOUND.
 RM0209
 RM0209                          STATION RECOVERY (1999)
 RM0209
 RM0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (DW)
 RM0209'THE RAILROAD TRACKS ARE GONE.  7TH AVE. IS NOW CHAPPLE AVE.  RR
 RM0209'STATION IS NOW CHEQUANEGAN HEALTH AND FITNESS CENTER.
 RM0209
 RM0209                          STATION RECOVERY (2002)
 RM0209
 RM0209'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0209'MARK NOT FOUND.
 RM0209
 RM0209                          STATION RECOVERY (2004)
 RM0209
 RM0209'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 RM0209'MARK NOT FOUND. USPS JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0222 ***********************************************************************
 RM0222  DESIGNATION -  D 17
 RM0222  PID         -  RM0222
 RM0222  STATE/COUNTY-  WI/ASHLAND
 RM0222  USGS QUAD   -  ASHLAND EAST (1975)
 RM0222
 RM0222                         *CURRENT SURVEY CONTROL
 RM0222  ___________________________________________________________________
 RM0222* NAD 83(1986)-  46 31 12.     (N)    090 50 36.     (W)     SCALED    
 RM0222* NAVD 88     -       214.823  (meters)     704.80   (feet)  ADJUSTED  
 RM0222  ___________________________________________________________________
 RM0222  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 RM0222  DYNAMIC HT  -         214.828 (meters)     704.81  (feet)  COMP
 RM0222  MODELED GRAV-     980,636.9   (mgal)                       NAVD 88
 RM0222
 RM0222  VERT ORDER  -  SECOND    CLASS 0
 RM0222
 RM0222.The horizontal coordinates were scaled from a topographic map and have
 RM0222.an estimated accuracy of +/- 6 seconds.
 RM0222
 RM0222.The orthometric height was determined by differential leveling
 RM0222.and adjusted by the National Geodetic Survey in June 1991..
 RM0222
 RM0222.The geoid height was determined by GEOID03.
 RM0222
 RM0222.The dynamic height is computed by dividing the NAVD 88
 RM0222.geopotential number by the normal gravity value computed on the
 RM0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0222.degrees latitude (g = 980.6199 gals.).
 RM0222
 RM0222.The modeled gravity was interpolated from observed gravity values.
 RM0222
 RM0222;                    North         East    Units  Estimated Accuracy
 RM0222;SPC WI N     -   150,760.      535,290.      MT  (+/- 180 meters Scaled)
 RM0222
 RM0222                          SUPERSEDED SURVEY CONTROL
 RM0222
 RM0222  NGVD 29 (??/??/92)  214.837  (m)          704.84   (f) ADJ UNCH    2 0
 RM0222
 RM0222.Superseded values are not recommended for survey control.
 RM0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0222.See file dsdata.txt to determine how the superseded data were derived.
 RM0222
 RM0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM654540(NAD 83)
 RM0222_MARKER: DB = BENCH MARK DISK
 RM0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0222_STAMPING: D 17 1934
 RM0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0222+STABILITY: SURFACE MOTION
 RM0222
 RM0222  HISTORY     - Date     Condition        Report By
 RM0222  HISTORY     - 1934     MONUMENTED       CGS
 RM0222  HISTORY     - 20041207 MARK NOT FOUND   WIDT
 RM0222
 RM0222                          STATION DESCRIPTION
 RM0222
 RM0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RM0222'6 MI S FROM ASHLAND.
 RM0222'6 MILES SOUTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 RM0222'MARIE RAILWAY FROM ASHLAND, ASHLAND COUNTY, 1 MILE SOUTH OF THE
 RM0222'STATION SIGNBOARD AT WHITE RIVER, 300 YARDS SOUTH OF THE FRED
 RM0222'RITCHER INN, IN A DEEP CUT ON THE EAST SIDE OF STATE HIGHWAY
 RM0222'13, AND 20 FEET EAST OF THE TRACK.  A STANDARD DISK, STAMPED
 RM0222'D 17 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RM0222
 RM0222                          STATION RECOVERY (2004)
 RM0222
 RM0222'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 RM0222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0312 ***********************************************************************
 QL0312  DESIGNATION -  D 18
 QL0312  PID         -  QL0312
 QL0312  STATE/COUNTY-  WI/MARINETTE
 QL0312  USGS QUAD   -  WAUSAUKEE SOUTH (1982)
 QL0312
 QL0312                         *CURRENT SURVEY CONTROL
 QL0312  ___________________________________________________________________
 QL0312* NAD 83(1986)-  45 22 15.     (N)    087 57 08.     (W)     SCALED    
 QL0312* NAVD 88     -       226.604  (meters)     743.45   (feet)  ADJUSTED  
 QL0312  ___________________________________________________________________
 QL0312  GEOID HEIGHT-         -35.94  (meters)                     GEOID03
 QL0312  DYNAMIC HT  -         226.591 (meters)     743.41  (feet)  COMP
 QL0312  MODELED GRAV-     980,554.5   (mgal)                       NAVD 88
 QL0312
 QL0312  VERT ORDER  -  SECOND    CLASS 0
 QL0312
 QL0312.The horizontal coordinates were scaled from a topographic map and have
 QL0312.an estimated accuracy of +/- 6 seconds.
 QL0312
 QL0312.The orthometric height was determined by differential leveling
 QL0312.and adjusted by the National Geodetic Survey in June 1991..
 QL0312
 QL0312.The geoid height was determined by GEOID03.
 QL0312
 QL0312.The dynamic height is computed by dividing the NAVD 88
 QL0312.geopotential number by the normal gravity value computed on the
 QL0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0312.degrees latitude (g = 980.6199 gals.).
 QL0312
 QL0312.The modeled gravity was interpolated from observed gravity values.
 QL0312
 QL0312;                    North         East    Units  Estimated Accuracy
 QL0312;SPC WI C     -   172,870.      760,400.      MT  (+/- 180 meters Scaled)
 QL0312
 QL0312                          SUPERSEDED SURVEY CONTROL
 QL0312
 QL0312  NGVD 29 (??/??/92)  226.627  (m)          743.53   (f) ADJ UNCH    2 0
 QL0312
 QL0312.Superseded values are not recommended for survey control.
 QL0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0312.See file dsdata.txt to determine how the superseded data were derived.
 QL0312
 QL0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR254245(NAD 83)
 QL0312_MARKER: DB = BENCH MARK DISK
 QL0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0312_STAMPING: D 18 1934
 QL0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0312+STABILITY: SURFACE MOTION
 QL0312
 QL0312  HISTORY     - Date     Condition        Report By
 QL0312  HISTORY     - 1934     MONUMENTED       CGS
 QL0312  HISTORY     - 20040423 MARK NOT FOUND   GEOCAC
 QL0312  HISTORY     - 20051128 MARK NOT FOUND   WIDT
 QL0312
 QL0312                          STATION DESCRIPTION
 QL0312
 QL0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QL0312'AT WAUSAUKEE.
 QL0312'AT WAUSAUKEE, MARINETTE COUNTY, ON THE CHICAGO, MILWAUKEE, ST.
 QL0312'PAUL AND PACIFIC RAILROAD, 18 YARDS SOUTH OF THE STATION, 6 YARDS
 QL0312'WEST OF THE CENTERLINE OF THE MAIN TRACK, AND 2 FEET WEST OF THE
 QL0312'CONCRETE PLATFORM.  A STANDARD DISK, STAMPED D 18 1934 AND SET
 QL0312'IN THE TOP OF A CONCRETE POST.
 QL0312
 QL0312                          STATION RECOVERY (2004)
 QL0312
 QL0312'RECOVERY NOTE BY GEOCACHING 2004 (RFC)
 QL0312'MARK NOT FOUND.
 QL0312
 QL0312                          STATION RECOVERY (2005)
 QL0312
 QL0312'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QL0312'MARK NOT FOUND.  ADD THE OLD PLATFORM NO LONGER EXISTS, AND THERE WAS
 QL0312'NO EVIDENCE OF THE STATION RECOVERED AT THE PUBLISHED DISTANCES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0123 ***********************************************************************
 PN0123  DESIGNATION -  D 19
 PN0123  PID         -  PN0123
 PN0123  STATE/COUNTY-  WI/OCONTO
 PN0123  USGS QUAD   -  GILLETT (1974)
 PN0123
 PN0123                         *CURRENT SURVEY CONTROL
 PN0123  ___________________________________________________________________
 PN0123* NAD 83(1986)-  44 53 32.     (N)    088 18 10.     (W)     SCALED    
 PN0123* NAVD 88     -       243.687  (meters)     799.50   (feet)  ADJUSTED  
 PN0123  ___________________________________________________________________
 PN0123  GEOID HEIGHT-         -36.12  (meters)                     GEOID03
 PN0123  DYNAMIC HT  -         243.660 (meters)     799.41  (feet)  COMP
 PN0123  MODELED GRAV-     980,500.4   (mgal)                       NAVD 88
 PN0123
 PN0123  VERT ORDER  -  SECOND    CLASS 0
 PN0123
 PN0123.The horizontal coordinates were scaled from a topographic map and have
 PN0123.an estimated accuracy of +/- 6 seconds.
 PN0123
 PN0123.The orthometric height was determined by differential leveling
 PN0123.and adjusted by the National Geodetic Survey in June 1991..
 PN0123
 PN0123.The geoid height was determined by GEOID03.
 PN0123
 PN0123.The dynamic height is computed by dividing the NAVD 88
 PN0123.geopotential number by the normal gravity value computed on the
 PN0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0123.degrees latitude (g = 980.6199 gals.).
 PN0123
 PN0123.The modeled gravity was interpolated from observed gravity values.
 PN0123
 PN0123;                    North         East    Units  Estimated Accuracy
 PN0123;SPC WI C     -   119,060.      734,050.      MT  (+/- 180 meters Scaled)
 PN0123
 PN0123                          SUPERSEDED SURVEY CONTROL
 PN0123
 PN0123  NGVD 29 (??/??/92)  243.688  (m)          799.50   (f) ADJ UNCH    2 0
 PN0123
 PN0123.Superseded values are not recommended for survey control.
 PN0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0123.See file dsdata.txt to determine how the superseded data were derived.
 PN0123
 PN0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ971718(NAD 83)
 PN0123_MARKER: DB = BENCH MARK DISK
 PN0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0123+STABILITY: SURFACE MOTION
 PN0123
 PN0123  HISTORY     - Date     Condition        Report By
 PN0123  HISTORY     - UNK      MONUMENTED       CGS
 PN0123  HISTORY     - 1934     GOOD             NGS
 PN0123  HISTORY     - 1942     GOOD             NGS
 PN0123  HISTORY     - 1974     GOOD             USGS
 PN0123  HISTORY     - 19991031 MARK NOT FOUND   USPSQD
 PN0123
 PN0123                          STATION DESCRIPTION
 PN0123
 PN0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PN0123'IN GILLETT.
 PN0123'AT SW. CORNER OF CHEESE FACTORY LAWN AT NE. CORNER OF INTERSECTION
 PN0123'OF CHICAGO AND NORTH-WESTERN RY., AND WISCONSIN HIGHWAY 22,
 PN0123'250 YDS. E. OF GILLETT STATION.  MARK IS 9 YDS. N. OF CENTERLINE
 PN0123'OF OCONTO BRANCH TRACK AND 30 YDS. E. OF CENTERLINE OF CROSSING.
 PN0123
 PN0123                          STATION RECOVERY (1942)
 PN0123
 PN0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 PN0123'RECOVERED IN GOOD CONDITION.
 PN0123
 PN0123                          STATION RECOVERY (1974)
 PN0123
 PN0123'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 PN0123'GILLETT, OCONTO CO., IN NW 1/4 SEC. 22, T 28 N., R 18 E., ON N
 PN0123'RICHMOND AVE. 87 FT N AND 29 FT E FROM X-ING OF RR TRACK ON N
 PN0123'RICHMOND AVE. AND IN THE SW COR OF A CHEESE FACTORY LAWN. A STANDARD
 PN0123'DISK, STAMPED, D 19 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PN0123
 PN0123                          STATION RECOVERY (1999)
 PN0123
 PN0123'RECOVERY NOTE BY US POWER SQUADRON 1999
 PN0123'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0215 ***********************************************************************
 ON0215  DESIGNATION -  D 2
 ON0215  PID         -  ON0215
 ON0215  STATE/COUNTY-  WI/VERNON
 ON0215  USGS QUAD   -  GENOA (1983)
 ON0215
 ON0215                         *CURRENT SURVEY CONTROL
 ON0215  ___________________________________________________________________
 ON0215* NAD 83(1986)-  43 34 15.     (N)    091 13 45.     (W)     SCALED    
 ON0215* NAVD 88     -       194.576  (meters)     638.37   (feet)  ADJUSTED  
 ON0215  ___________________________________________________________________
 ON0215  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 ON0215  DYNAMIC HT  -         194.539 (meters)     638.25  (feet)  COMP
 ON0215  MODELED GRAV-     980,428.9   (mgal)                       NAVD 88
 ON0215
 ON0215  VERT ORDER  -  FIRST     CLASS I
 ON0215
 ON0215.The horizontal coordinates were scaled from a topographic map and have
 ON0215.an estimated accuracy of +/- 6 seconds.
 ON0215
 ON0215.The orthometric height was determined by differential leveling
 ON0215.and adjusted by the National Geodetic Survey in June 1991..
 ON0215
 ON0215.The geoid height was determined by GEOID03.
 ON0215
 ON0215.The dynamic height is computed by dividing the NAVD 88
 ON0215.geopotential number by the normal gravity value computed on the
 ON0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0215.degrees latitude (g = 980.6199 gals.).
 ON0215
 ON0215.The modeled gravity was interpolated from observed gravity values.
 ON0215
 ON0215;                    North         East    Units  Estimated Accuracy
 ON0215;SPC WI S     -   175,240.      500,720.      MT  (+/- 180 meters Scaled)
 ON0215
 ON0215                          SUPERSEDED SURVEY CONTROL
 ON0215
 ON0215  NGVD 29 (??/??/92)  194.608  (m)          638.48   (f) ADJ UNCH    1 1
 ON0215
 ON0215.Superseded values are not recommended for survey control.
 ON0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0215.See file dsdata.txt to determine how the superseded data were derived.
 ON0215
 ON0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ429257(NAD 83)
 ON0215_MARKER: DD = SURVEY DISK
 ON0215_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ON0215_SP_SET: WALL
 ON0215_STAMPING: D 2
 ON0215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0215
 ON0215  HISTORY     - Date     Condition        Report By
 ON0215  HISTORY     - UNK      MONUMENTED       DOD
 ON0215  HISTORY     - 1970     GOOD             NGS
 ON0215
 ON0215                          STATION DESCRIPTION
 ON0215
 ON0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0215'AT GENOA.
 ON0215'AT GENOA, 162.0 FEET NORTH OF THE NORTHWEST CORNER OF THE
 ON0215'CENTRAL CONTROL BUILDING AT LOCK AND DAM NUMBER 8, 171 FEET
 ON0215'WEST OF THE WEST RAIL OF THE WEST TRACK OF THE BURLINGTON
 ON0215'NORTHERN RAILROAD, SET IN THE TOP OF THE EAST CONCRETE LAND
 ON0215'WALL FOR THE LOCK AND DAM, 13.0 FEET NORTH-NORTHWEST OF A
 ON0215'LIGHT POLE, 6.9 FEET WEST OF A CHAIN LINK FENCE, 1.7 FEET EAST
 ON0215'OF A METAL GUARDRAIL, AND ABOUT 3 FEET BELOW THE LEVEL OF
 ON0215'THE TRACK.  SECTION 28, T 13N, R 7W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0188 ***********************************************************************
 QM0188  DESIGNATION -  D 2
 QM0188  PID         -  QM0188
 QM0188  STATE/COUNTY-  WI/ONEIDA
 QM0188  USGS QUAD   -  RHINELANDER (1982)
 QM0188
 QM0188                         *CURRENT SURVEY CONTROL
 QM0188  ___________________________________________________________________
 QM0188* NAD 83(1986)-  45 38 23.     (N)    089 24 29.     (W)     SCALED    
 QM0188* NAVD 88     -       473.584  (meters)    1553.75   (feet)  ADJUSTED  
 QM0188  ___________________________________________________________________
 QM0188  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 QM0188  DYNAMIC HT  -         473.561 (meters)    1553.67  (feet)  COMP
 QM0188  MODELED GRAV-     980,551.3   (mgal)                       NAVD 88
 QM0188
 QM0188  VERT ORDER  -  FIRST     CLASS II
 QM0188
 QM0188.The horizontal coordinates were scaled from a topographic map and have
 QM0188.an estimated accuracy of +/- 6 seconds.
 QM0188
 QM0188.The orthometric height was determined by differential leveling
 QM0188.and adjusted by the National Geodetic Survey in June 1991..
 QM0188
 QM0188.The geoid height was determined by GEOID03.
 QM0188
 QM0188.The dynamic height is computed by dividing the NAVD 88
 QM0188.geopotential number by the normal gravity value computed on the
 QM0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0188.degrees latitude (g = 980.6199 gals.).
 QM0188
 QM0188.The modeled gravity was interpolated from observed gravity values.
 QM0188
 QM0188;                    North         East    Units  Estimated Accuracy
 QM0188;SPC WI N     -    52,750.      646,150.      MT  (+/- 180 meters Scaled)
 QM0188
 QM0188                          SUPERSEDED SURVEY CONTROL
 QM0188
 QM0188  NGVD 29 (??/??/92)  473.575  (m)         1553.72   (f) ADJ UNCH    1 2
 QM0188
 QM0188.Superseded values are not recommended for survey control.
 QM0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0188.See file dsdata.txt to determine how the superseded data were derived.
 QM0188
 QM0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR123568(NAD 83)
 QM0188_MARKER: DB = BENCH MARK DISK
 QM0188_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 QM0188_MARK LOGO: CGS   
 QM0188_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QM0188+STABILITY: POSITION/ELEVATION WELL
 QM0188_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0188+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2005
 QM0188
 QM0188  HISTORY     - Date     Condition        Report By
 QM0188  HISTORY     - UNK      MONUMENTED       CGS
 QM0188  HISTORY     - 1922     GOOD             NGS
 QM0188  HISTORY     - 1960     GOOD             NGS
 QM0188  HISTORY     - 1985     GOOD             NGS
 QM0188  HISTORY     - 20021202 GOOD             USPSQD
 QM0188  HISTORY     - 20040311 GOOD             USPSQD
 QM0188  HISTORY     - 20050726 GOOD             NGS
 QM0188  HISTORY     - 20051004 GOOD             WIDT
 QM0188
 QM0188                          STATION DESCRIPTION
 QM0188
 QM0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1922
 QM0188'IN RHINELANDER.
 QM0188'AT THE SOUTHEAST CORNER OF THE POST-OFFICE BUILDING IN RHINELANDER,
 QM0188'10 IN FROM THE EAST SIDE OF THE BUILDING, AND 30 IN ABOVE THE
 QM0188'GROUND.  THE BENCH MARK IS IMBEDDED IN THE SANDSTONE COURSE
 QM0188'OF THE BUILDING, WHICH BEGINS 2 FT ABOVE THE GROUND.  THE
 QM0188'POST-OFFICE IS LOCATED AT THE CORNER OF E. KING ST. AND S.
 QM0188'STEVENS ST.
 QM0188
 QM0188                          STATION RECOVERY (1960)
 QM0188
 QM0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 QM0188'RECOVERED IN GOOD CONDITION.
 QM0188
 QM0188                          STATION RECOVERY (1985)
 QM0188
 QM0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0188'RECOVERED IN GOOD CONDITION.  DELETE--AT THE SOUTHEAST CORNER OF THE
 QM0188'POST OFFICE.  ADD--SET VERTICALLY IN THE SOUTHEAST CORNER OF THE
 QM0188'FOUNDATION WALL OF THE FEDERAL BUILDING.
 QM0188
 QM0188                          STATION RECOVERY (2002)
 QM0188
 QM0188'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 QM0188'RECOVERED IN GOOD CONDITION. THE FEDERAL BUILDING IS AT THE NORTHWEST
 QM0188'CORNER OF STEVENS STREET (HWY 17) AND KING STREET AND THE MONUMENT IS
 QM0188'SET VERTICALLY IN THE WALL BEHIND THE HANDRAIL OF THE HANDICAPPED
 QM0188'ACCESS RAMP.
 QM0188
 QM0188                          STATION RECOVERY (2004)
 QM0188
 QM0188'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0188'RECOVERED IN GOOD CONDITION.
 QM0188
 QM0188                          STATION RECOVERY (2005)
 QM0188
 QM0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 QM0188'STEVENS ST. IS BUSINESS WI 17 AND BECOMES PELHAM ST. TO THE SOUTH.
 QM0188'GRAVITY BASE STATION 'RHINELANDER,' WI 5, IS ON SIDEWALK PROXIMATE TO
 QM0188'MARK.  STAMPING IS 'D 2 1922 1553.721 FT.'.
 QM0188
 QM0188                          STATION RECOVERY (2005)
 QM0188
 QM0188'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0188'RECOVERED IN GOOD CONDITION.  ADD THE STATION IS ON THE SOUTH FACE OF
 QM0188'THE SOUTHEAST CORNER OF THE FEDERAL BUILDING AT THE JUNCTION OF STATE
 QM0188'HIGHWAY 17 AND KING STREET.   NOTE LATITUDE AND LONGITUDE OF RECORD
 QM0188'ARE BOGUS, NEW LATITUDE AND LONGITUDE ACQUIRED BY HANDHELD GPS ARE 45
 QM0188'38 12N, 89 24 42W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0177 ***********************************************************************
 PM0177  DESIGNATION -  D 20
 PM0177  PID         -  PM0177
 PM0177  STATE/COUNTY-  WI/KEWAUNEE
 PM0177  USGS QUAD   -  LUXEMBURG (1978)
 PM0177
 PM0177                         *CURRENT SURVEY CONTROL
 PM0177  ___________________________________________________________________
 PM0177* NAD 83(1986)-  44 32 42.     (N)    087 38 03.     (W)     SCALED    
 PM0177* NAVD 88     -       209.211  (meters)     686.39   (feet)  ADJUSTED  
 PM0177  ___________________________________________________________________
 PM0177  GEOID HEIGHT-         -36.24  (meters)                     GEOID03
 PM0177  DYNAMIC HT  -         209.185 (meters)     686.30  (feet)  COMP
 PM0177  MODELED GRAV-     980,487.0   (mgal)                       NAVD 88
 PM0177
 PM0177  VERT ORDER  -  FIRST     CLASS II
 PM0177
 PM0177.The horizontal coordinates were scaled from a topographic map and have
 PM0177.an estimated accuracy of +/- 6 seconds.
 PM0177
 PM0177.The orthometric height was determined by differential leveling
 PM0177.and adjusted by the National Geodetic Survey in June 1991..
 PM0177
 PM0177.The geoid height was determined by GEOID03.
 PM0177
 PM0177.The dynamic height is computed by dividing the NAVD 88
 PM0177.geopotential number by the normal gravity value computed on the
 PM0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0177.degrees latitude (g = 980.6199 gals.).
 PM0177
 PM0177.The modeled gravity was interpolated from observed gravity values.
 PM0177
 PM0177;                    North         East    Units  Estimated Accuracy
 PM0177;SPC WI C     -    81,820.      787,970.      MT  (+/- 180 meters Scaled)
 PM0177
 PM0177                          SUPERSEDED SURVEY CONTROL
 PM0177
 PM0177  NGVD 29 (??/??/92)  209.240  (m)          686.48   (f) ADJ UNCH    1 2
 PM0177
 PM0177.Superseded values are not recommended for survey control.
 PM0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0177.See file dsdata.txt to determine how the superseded data were derived.
 PM0177
 PM0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ496326(NAD 83)
 PM0177_MARKER: DB = BENCH MARK DISK
 PM0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PM0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0177+STABILITY: SURFACE MOTION
 PM0177
 PM0177  HISTORY     - Date     Condition        Report By
 PM0177  HISTORY     - UNK      MONUMENTED       CGS
 PM0177  HISTORY     - 1934     GOOD             NGS
 PM0177  HISTORY     - 1987     GOOD             USPSQD
 PM0177  HISTORY     - 20030525 MARK NOT FOUND   USPSQD
 PM0177  HISTORY     - 20050720 POOR             WIDT
 PM0177
 PM0177                          STATION DESCRIPTION
 PM0177
 PM0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PM0177'1.5 MI E FROM CASCO JUNCTION.
 PM0177'1.5 MILES EAST 35 FT. NORTH OF THE CENTER OF A GRADE CROSSING,
 PM0177'20 FT. EAST OF THE CENTER OF THE G.B. AND W. R.R., 8 FT.
 PM0177'NORTH OF A FENCE CORNER AND A CATTLE GUARD, OPPOSITE A SIGN
 PM0177'POST MARKED C-4, 1 FT. WEST OF FENCE.
 PM0177
 PM0177                          STATION RECOVERY (1987)
 PM0177
 PM0177'RECOVERY NOTE BY US POWER SQUADRON 1987 (AB)
 PM0177'RECOVERED IN GOOD CONDITION.
 PM0177
 PM0177                          STATION RECOVERY (2003)
 PM0177
 PM0177'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0177'NOT FOUND.  NOTE-- SOUTH ON CTH C FROM HIGHWAY 54 IN CASCO TO
 PM0177'ROCKLEDGE ROAD.  TURN RIGHT (WEST) FOR 0.8 MILE TO THE SNOWMOBILE
 PM0177'TRAIL.
 PM0177
 PM0177                          STATION RECOVERY (2005)
 PM0177
 PM0177'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0177'RECOVERED IN POOR CONDITION.  ADD--THE STATION IS 12.0 M NORTH OF
 PM0177'ROCKLEDGE ROAD, 7.6 M EAST OF AHNAPEE RECREATIONAL TRAIL, 4.7 M EAST
 PM0177'OF THE EAST  STOP-- SIGN ALONG AHNAPEE RECREATIONAL TRAIL, THE
 PM0177'MONUMENT PROTRUDES 27 CM ABOVE GROUND, AND THE MONUMENT IS IN STABLE
 PM0177'BUT POOR CONDITION BECAUSE IT LEANS TO THE SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0525 ***********************************************************************
 RM0525  DESIGNATION -  D 208
 RM0525  PID         -  RM0525
 RM0525  STATE/COUNTY-  WI/BAYFIELD
 RM0525  USGS QUAD   -  IRON LAKE (1984)
 RM0525
 RM0525                         *CURRENT SURVEY CONTROL
 RM0525  ___________________________________________________________________
 RM0525* NAD 83(1986)-  46 34 00.     (N)    091 25 15.     (W)     SCALED    
 RM0525* NAVD 88     -       336.882  (meters)    1105.25   (feet)  ADJUSTED  
 RM0525  ___________________________________________________________________
 RM0525  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 RM0525  DYNAMIC HT  -         336.900 (meters)    1105.31  (feet)  COMP
 RM0525  MODELED GRAV-     980,657.0   (mgal)                       NAVD 88
 RM0525
 RM0525  VERT ORDER  -  FIRST     CLASS II
 RM0525
 RM0525.The horizontal coordinates were scaled from a topographic map and have
 RM0525.an estimated accuracy of +/- 6 seconds.
 RM0525
 RM0525.The orthometric height was determined by differential leveling
 RM0525.and adjusted by the National Geodetic Survey in June 1991..
 RM0525
 RM0525.The geoid height was determined by GEOID03.
 RM0525
 RM0525.The dynamic height is computed by dividing the NAVD 88
 RM0525.geopotential number by the normal gravity value computed on the
 RM0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0525.degrees latitude (g = 980.6199 gals.).
 RM0525
 RM0525.The modeled gravity was interpolated from observed gravity values.
 RM0525
 RM0525;                    North         East    Units  Estimated Accuracy
 RM0525;SPC WI N     -   156,580.      491,080.      MT  (+/- 180 meters Scaled)
 RM0525
 RM0525                          SUPERSEDED SURVEY CONTROL
 RM0525
 RM0525.No superseded survey control is available for this station.
 RM0525
 RM0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM210582(NAD 83)
 RM0525_MARKER: I = METAL ROD
 RM0525_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RM0525_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RM0525_STAMPING: D 208 1982
 RM0525_MARK LOGO: NGS   
 RM0525_PROJECTION: RECESSED 3 CENTIMETERS
 RM0525_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RM0525+STABILITY: POSITION/ELEVATION WELL
 RM0525_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0525+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2004
 RM0525_ROD/PIPE-DEPTH: 18.2 meters
 RM0525_SLEEVE-DEPTH  : 6.0 meters
 RM0525
 RM0525  HISTORY     - Date     Condition        Report By
 RM0525  HISTORY     - 1982     MONUMENTED       NGS
 RM0525  HISTORY     - 19910622 GOOD             USPSQD
 RM0525  HISTORY     - 20010914 GOOD             USPSQD
 RM0525  HISTORY     - 20031030 GOOD             USPSQD
 RM0525  HISTORY     - 20041127 GOOD             USPSQD
 RM0525
 RM0525                          STATION DESCRIPTION
 RM0525
 RM0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0525'IN IRON RIVER.
 RM0525'IN THE LAWN AT THE BAYFIELD ELECTRIC COOPERATIVE MAIN OFFICE BUILDING
 RM0525'THAT IS LOCATED IN THE WEST PART OF THE TOWN OF IRON RIVER, SET BY THE
 RM0525'FLAG POLE AT THE SOUTHEAST CORNER OF THE OFFICE BUILDING, AND ABOUT
 RM0525'122 METERS (400 FT) NORTH OF U.S. HIGHWAY 2, 15.5 METERS (51.0 FT)
 RM0525'SOUTHWEST OF THE CENTER OF A IRON MANHOLE COVER ON THE EAST SIDE OF
 RM0525'THE BUILDING, 23.7 METERS (78.0 FT) EAST OF A GAS PUMP SET IN THE
 RM0525'FRONT LAWN, 9.3 METERS (30.5 FT) EAST-SOUTHEAST OF THE CENTER OF THE
 RM0525'DOOR AT THE MAIN ENTRANCE ON THE SOUTH SIDE OF THE BUILDING,
 RM0525'3.2 METERS (10.5 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 RM0525'BUILDING, 4.8 METERS (16.0 FT) NORTH OF THE NORTH CURB OF THE PARKING
 RM0525'LOT AND SIDEWALK, 2.0 METERS (6.5 FT) WEST OF THE FLAG POLE.
 RM0525'THE MARK IS ABOVE LEVEL WITH PARKING LOT.
 RM0525
 RM0525                          STATION RECOVERY (1991)
 RM0525
 RM0525'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJK)
 RM0525'RECOVERED IN GOOD CONDITION.
 RM0525
 RM0525                          STATION RECOVERY (2001)
 RM0525
 RM0525'RECOVERY NOTE BY US POWER SQUADRON 2001 (RO)
 RM0525'THE GAS PUMP IS GONE.
 RM0525
 RM0525                          STATION RECOVERY (2003)
 RM0525
 RM0525'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0525'RECOVERED IN GOOD CONDITION.  NOTE-- TO REACH THE STATION, TURN INTO
 RM0525'THE DRIVEWAY TO THE NORTH AT COUNTY ROAD A (SOUTH) EXTENDED.
 RM0525
 RM0525                          STATION RECOVERY (2004)
 RM0525
 RM0525'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0525'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0496 ***********************************************************************
 RM0496  DESIGNATION -  D 209
 RM0496  PID         -  RM0496
 RM0496  STATE/COUNTY-  WI/DOUGLAS
 RM0496  USGS QUAD   -  POPLAR (1975)
 RM0496
 RM0496                         *CURRENT SURVEY CONTROL
 RM0496  ___________________________________________________________________
 RM0496* NAD 83(1986)-  46 36 13.     (N)    091 50 49.     (W)     SCALED    
 RM0496* NAVD 88     -       283.545  (meters)     930.26   (feet)  ADJUSTED  
 RM0496  ___________________________________________________________________
 RM0496  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 RM0496  DYNAMIC HT  -         283.577 (meters)     930.37  (feet)  COMP
 RM0496  MODELED GRAV-     980,718.0   (mgal)                       NAVD 88
 RM0496
 RM0496  VERT ORDER  -  FIRST     CLASS II
 RM0496
 RM0496.The horizontal coordinates were scaled from a topographic map and have
 RM0496.an estimated accuracy of +/- 6 seconds.
 RM0496
 RM0496.The orthometric height was determined by differential leveling
 RM0496.and adjusted by the National Geodetic Survey in June 1991..
 RM0496
 RM0496.The geoid height was determined by GEOID03.
 RM0496
 RM0496.The dynamic height is computed by dividing the NAVD 88
 RM0496.geopotential number by the normal gravity value computed on the
 RM0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0496.degrees latitude (g = 980.6199 gals.).
 RM0496
 RM0496.The modeled gravity was interpolated from observed gravity values.
 RM0496
 RM0496;                    North         East    Units  Estimated Accuracy
 RM0496;SPC WI N     -   161,360.      458,510.      MT  (+/- 180 meters Scaled)
 RM0496
 RM0496                          SUPERSEDED SURVEY CONTROL
 RM0496
 RM0496.No superseded survey control is available for this station.
 RM0496
 RM0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM883617(NAD 83)
 RM0496_MARKER: I = METAL ROD
 RM0496_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0496_SP_SET: STAINLESS STEEL ROD
 RM0496_STAMPING: D 209 1982
 RM0496_MARK LOGO: NGS   
 RM0496_PROJECTION: FLUSH
 RM0496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0496+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2004
 RM0496_ROD/PIPE-DEPTH: 6.0  meters
 RM0496
 RM0496  HISTORY     - Date     Condition        Report By
 RM0496  HISTORY     - 1982     MONUMENTED       NGS
 RM0496  HISTORY     - 20031030 GOOD             USPSQD
 RM0496  HISTORY     - 20041127 GOOD             USPSQD
 RM0496
 RM0496                          STATION DESCRIPTION
 RM0496
 RM0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0496'4.3 KM (2.65 MI) EAST FROM POPLAR.
 RM0496'4.3 KM (2.65 MI) NORTHWEST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE
 RM0496'IN POPLAR, ALSO 4.6 KM (2.85 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE
 RM0496'JUNCTION OF U.S. HIGHWAY 53 SOUTH, SET NEAR A ROAD JUNCTION,
 RM0496'12.4 METERS (41.0 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE
 RM0496'HIGHWAY, 45.1 METERS (148.0 FT) WEST-NORTHWEST OF THE CENTER OF A
 RM0496'GRAVEL ROAD LEADING SOUTH (LACKSON ROAD), 15.8 METERS (52.0 FT)
 RM0496'EAST-SOUTHEAST OF THE CENTER OF A PRIVATE DRIVE, 29.8 METERS (98.0 FT)
 RM0496'NORTHWEST OF THE NORTHWEST CORNER OF A BLOCK BUILDING, 0.6 METER
 RM0496'(2.0 FT) EAST-SOUTHEAST OF A POWERLINE POLE WITH WIRES CROSSING THE
 RM0496'HIGHWAY.
 RM0496'THE MARK IS 0.3 METERS  ESE FROM A WITNESS POST.
 RM0496'THE MARK IS 0.3 M ABOVE HIGHWAY.
 RM0496
 RM0496                          STATION RECOVERY (2003)
 RM0496
 RM0496'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0496'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 2.3 FEET SOUTHEAST
 RM0496'OF A METAL POST WITH FIRE NUMBER --8786-- ATTACHED AND 2 FEET
 RM0496'EAST-SOUTHEAST OF A UTILITY POLE WITH A WIRE CROSSING THE HIGHWAY.
 RM0496'NOTE-- THERE IS NO WITNESS POST PRESENT.
 RM0496
 RM0496                          STATION RECOVERY (2004)
 RM0496
 RM0496'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0066 ***********************************************************************
 PM0066  DESIGNATION -  D 21
 PM0066  PID         -  PM0066
 PM0066  STATE/COUNTY-  WI/DOOR
 PM0066  USGS QUAD   -  INSTITUTE (1981)
 PM0066
 PM0066                         *CURRENT SURVEY CONTROL
 PM0066  ___________________________________________________________________
 PM0066* NAD 83(1986)-  44 55 23.     (N)    087 20 14.     (W)     SCALED    
 PM0066* NAVD 88     -       219.726  (meters)     720.88   (feet)  ADJUSTED  
 PM0066  ___________________________________________________________________
 PM0066  GEOID HEIGHT-         -36.85  (meters)                     GEOID03
 PM0066  DYNAMIC HT  -         219.706 (meters)     720.82  (feet)  COMP
 PM0066  MODELED GRAV-     980,521.1   (mgal)                       NAVD 88
 PM0066
 PM0066  VERT ORDER  -  FIRST     CLASS II
 PM0066
 PM0066.The horizontal coordinates were scaled from a topographic map and have
 PM0066.an estimated accuracy of +/- 6 seconds.
 PM0066
 PM0066.The orthometric height was determined by differential leveling
 PM0066.and adjusted by the National Geodetic Survey in June 1991..
 PM0066
 PM0066.The geoid height was determined by GEOID03.
 PM0066
 PM0066.The dynamic height is computed by dividing the NAVD 88
 PM0066.geopotential number by the normal gravity value computed on the
 PM0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0066.degrees latitude (g = 980.6199 gals.).
 PM0066
 PM0066.The modeled gravity was interpolated from observed gravity values.
 PM0066
 PM0066;                    North         East    Units  Estimated Accuracy
 PM0066;SPC WI C     -   124,540.      810,180.      MT  (+/- 180 meters Scaled)
 PM0066
 PM0066                          SUPERSEDED SURVEY CONTROL
 PM0066
 PM0066  NGVD 29 (??/??/92)  219.756  (m)          720.98   (f) ADJ UNCH    1 2
 PM0066
 PM0066.Superseded values are not recommended for survey control.
 PM0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0066.See file dsdata.txt to determine how the superseded data were derived.
 PM0066
 PM0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ733744(NAD 83)
 PM0066_MARKER: DB = BENCH MARK DISK
 PM0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PM0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0066+STABILITY: SURFACE MOTION
 PM0066
 PM0066  HISTORY     - Date     Condition        Report By
 PM0066  HISTORY     - UNK      MONUMENTED       CGS
 PM0066  HISTORY     - 1934     GOOD             NGS
 PM0066  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 PM0066  HISTORY     - 20050729 MARK NOT FOUND   WIDT
 PM0066
 PM0066                          STATION DESCRIPTION
 PM0066
 PM0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PM0066'3.9 MI N FROM STURGEON BAY.
 PM0066'3.9 MILES NORTH.  70 FT. WEST OF HIGHWAY 42.  8 FT. NORTH OF
 PM0066'DRIVEWAY LEADING TO GRAY HOUSE OWNED BY JOHN WERKHEISER.  65 FT.
 PM0066'EAST OF HOUSE.
 PM0066
 PM0066                          STATION RECOVERY (1987)
 PM0066
 PM0066'RECOVERY NOTE BY US POWER SQUADRON 1987 (AB)
 PM0066'MARK NOT FOUND.
 PM0066
 PM0066                          STATION RECOVERY (2005)
 PM0066
 PM0066'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0066'NOT FOUND. ADD--THE DIMENSIONS FROM THE ORIGINAL DESCRIPTION LEAD TO A
 PM0066'CULTIVATED FARM FIELD, NO EVIDENCE OF THE STATION WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0522 ***********************************************************************
 RM0522  DESIGNATION -  D 210
 RM0522  PID         -  RM0522
 RM0522  STATE/COUNTY-  WI/BAYFIELD
 RM0522  USGS QUAD   -  IRON LAKE (1984)
 RM0522
 RM0522                         *CURRENT SURVEY CONTROL
 RM0522  ___________________________________________________________________
 RM0522* NAD 83(1986)-  46 34 02.     (N)    091 28 27.     (W)     SCALED    
 RM0522* NAVD 88     -       347.169  (meters)    1139.00   (feet)  ADJUSTED  
 RM0522  ___________________________________________________________________
 RM0522  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 RM0522  DYNAMIC HT  -         347.191 (meters)    1139.08  (feet)  COMP
 RM0522  MODELED GRAV-     980,669.6   (mgal)                       NAVD 88
 RM0522
 RM0522  VERT ORDER  -  FIRST     CLASS II
 RM0522
 RM0522.The horizontal coordinates were scaled from a topographic map and have
 RM0522.an estimated accuracy of +/- 6 seconds.
 RM0522
 RM0522.The orthometric height was determined by differential leveling
 RM0522.and adjusted by the National Geodetic Survey in June 1991..
 RM0522
 RM0522.The geoid height was determined by GEOID03.
 RM0522
 RM0522.The dynamic height is computed by dividing the NAVD 88
 RM0522.geopotential number by the normal gravity value computed on the
 RM0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0522.degrees latitude (g = 980.6199 gals.).
 RM0522
 RM0522.The modeled gravity was interpolated from observed gravity values.
 RM0522
 RM0522;                    North         East    Units  Estimated Accuracy
 RM0522;SPC WI N     -   156,720.      486,990.      MT  (+/- 180 meters Scaled)
 RM0522
 RM0522                          SUPERSEDED SURVEY CONTROL
 RM0522
 RM0522.No superseded survey control is available for this station.
 RM0522
 RM0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM169582(NAD 83)
 RM0522_MARKER: I = METAL ROD
 RM0522_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0522_SP_SET: STAINLESS STEEL ROD
 RM0522_STAMPING: D 210 1982
 RM0522_MARK LOGO: NGS   
 RM0522_PROJECTION: FLUSH
 RM0522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0522+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2004
 RM0522_ROD/PIPE-DEPTH: 14.6 meters
 RM0522
 RM0522  HISTORY     - Date     Condition        Report By
 RM0522  HISTORY     - 1982     MONUMENTED       NGS
 RM0522  HISTORY     - 19910922 GOOD             USPSQD
 RM0522  HISTORY     - 20010914 GOOD             USPSQD
 RM0522  HISTORY     - 20031030 GOOD             USPSQD
 RM0522  HISTORY     - 20041127 GOOD             USPSQD
 RM0522
 RM0522                          STATION DESCRIPTION
 RM0522
 RM0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0522'4.6 KM (2.85 MI) WEST FROM IRON RIVER.
 RM0522'4.6 KM (2.85 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF MAIN
 RM0522'STREET IN IRON RIVER, SET AT A ROAD JUNCTION, 29.5 METERS (97.0 FT)
 RM0522'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 15.5 METERS (51.0 FT) EAST OF
 RM0522'THE CENTER OF A BLACKTOP ROAD (CRYSTAL LAKE ROAD), 13.7 METERS
 RM0522'(45.0 FT) SOUTH-SOUTHEAST OF A TELEPHONE JUNCTION BOX NUMBER 4 E 1,
 RM0522'7.3 METERS (24.0 FT) EAST-SOUTHEAST OF A POWERLINE POLE WITH A GUY
 RM0522'WIRE.
 RM0522'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 RM0522'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 RM0522
 RM0522                          STATION RECOVERY (1991)
 RM0522
 RM0522'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJK)
 RM0522'RECOVERED IN GOOD CONDITION.
 RM0522
 RM0522                          STATION RECOVERY (2001)
 RM0522
 RM0522'RECOVERY NOTE BY US POWER SQUADRON 2001 (RO)
 RM0522'DELETE WORDS, 13.7 METERS (45.0 FT)...WITH A GUY WIRE.  NEW WORDS,
 RM0522'15.9 METERS (52.0 FT) NORTH OF TELEPHONE JUCNTION BOX NUMBER 1L D 44.
 RM0522'7.0 METERS (23 FT) NORTHWEST OF A POWER POLE.
 RM0522
 RM0522                          STATION RECOVERY (2003)
 RM0522
 RM0522'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0522'RECOVERED IN GOOD CONDITION.  NOTE-- THE POWER POLE REFERENCED IN THE
 RM0522'2001 DESCRIPTION HAS A LIGHT ATTACHED AND A GUY WIRE.
 RM0522
 RM0522                          STATION RECOVERY (2004)
 RM0522
 RM0522'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0522'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0455 ***********************************************************************
 RM0455  DESIGNATION -  D 211
 RM0455  PID         -  RM0455
 RM0455  STATE/COUNTY-  WI/IRON
 RM0455  USGS QUAD   -  IRONWOOD (1981)
 RM0455
 RM0455                         *CURRENT SURVEY CONTROL
 RM0455  ___________________________________________________________________
 RM0455* NAD 83(1986)-  46 26 05.     (N)    090 10 54.     (W)     SCALED    
 RM0455* NAVD 88     -       459.545  (meters)    1507.69   (feet)  ADJUSTED  
 RM0455  ___________________________________________________________________
 RM0455  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 RM0455  DYNAMIC HT  -         459.559 (meters)    1507.74  (feet)  COMP
 RM0455  MODELED GRAV-     980,630.7   (mgal)                       NAVD 88
 RM0455
 RM0455  VERT ORDER  -  FIRST     CLASS II
 RM0455
 RM0455.The horizontal coordinates were scaled from a topographic map and have
 RM0455.an estimated accuracy of +/- 6 seconds.
 RM0455
 RM0455.The orthometric height was determined by differential leveling
 RM0455.and adjusted by the National Geodetic Survey in June 1991..
 RM0455
 RM0455.The geoid height was determined by GEOID03.
 RM0455
 RM0455.The dynamic height is computed by dividing the NAVD 88
 RM0455.geopotential number by the normal gravity value computed on the
 RM0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0455.degrees latitude (g = 980.6199 gals.).
 RM0455
 RM0455.The modeled gravity was interpolated from observed gravity values.
 RM0455
 RM0455;                    North         East    Units  Estimated Accuracy
 RM0455;SPC WI N     -   140,960.      586,040.      MT  (+/- 180 meters Scaled)
 RM0455
 RM0455                          SUPERSEDED SURVEY CONTROL
 RM0455
 RM0455.No superseded survey control is available for this station.
 RM0455
 RM0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM165462(NAD 83)
 RM0455_MARKER: DB = BENCH MARK DISK
 RM0455_SETTING: 66 = SET IN ROCK OUTCROP
 RM0455_SP_SET: ROCK OUTCROP
 RM0455_STAMPING: D 211 1982
 RM0455_MARK LOGO: NGS   
 RM0455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0455_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0455+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 RM0455
 RM0455  HISTORY     - Date     Condition        Report By
 RM0455  HISTORY     - 1982     MONUMENTED       NGS
 RM0455  HISTORY     - 1990     GOOD             USPSQD
 RM0455  HISTORY     - 20030502 GOOD             USPSQD
 RM0455  HISTORY     - 20041124 GOOD             USPSQD
 RM0455  HISTORY     - 20050901 GOOD             WIDT
 RM0455
 RM0455                          STATION DESCRIPTION
 RM0455
 RM0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0455'1.7 KM (1.05 MI) SOUTH FROM HURLEY.
 RM0455'1.7 KM (1.05 MI) SOUTH-SOUTHEAST ALONG U.S. HIGHWAY 51 FROM THE
 RM0455'JUNCTION OF STATE HIGHWAY 77 IN HURLEY, AT A LARGE CLIFF ON THE WEST
 RM0455'SIDE OF THE HIGHWAY SET HORZIONALLY IN BEDROCK, JUST NORTH OF A GRAVEL
 RM0455'ROAD LEADING SOUTH, 53.7 METERS (176.0 FT) NORTH-NORTHWEST OF THE
 RM0455'GRAVEL ROAD, 25.8 METERS (84.5 FT) NORTHWEST OF TELEPHONE POLE, AND
 RM0455'24.4 METERS (80.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 RM0455'THE MARK IS 11.3 METERS  W FROM A WITNESS POST.
 RM0455'THE MARK IS 3.7 M ABOVE HIGHWAY.
 RM0455
 RM0455                          STATION RECOVERY (1990)
 RM0455
 RM0455'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 RM0455'RECOVERED IN GOOD CONDITION.
 RM0455
 RM0455                          STATION RECOVERY (2003)
 RM0455
 RM0455'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0455'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 5 FEET EAST OF THE
 RM0455'BASE OF THE LARGE ROCK CLIFF IN A LOW LYING ROCK CUT OUT TO CREATE A
 RM0455'HORIZONTAL SURFACE, 19 FEET WEST OF THE TREE LINE.  THE ROCK CLIFF
 RM0455'OBSTRUCTS THE HORIZON TO THE WEST AND TREES OBSTRUCT THE HORIZON TO
 RM0455'THE EAST.
 RM0455
 RM0455                          STATION RECOVERY (2004)
 RM0455
 RM0455'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0455'RECOVERED IN GOOD CONDITION.
 RM0455
 RM0455                          STATION RECOVERY (2005)
 RM0455
 RM0455'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RM0455'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0482 ***********************************************************************
 RM0482  DESIGNATION -  D 212
 RM0482  PID         -  RM0482
 RM0482  STATE/COUNTY-  WI/IRON
 RM0482  USGS QUAD   -  MERCER (1981)
 RM0482
 RM0482                         *CURRENT SURVEY CONTROL
 RM0482  ___________________________________________________________________
 RM0482* NAD 83(1986)-  46 09 01.     (N)    090 02 13.     (W)     SCALED    
 RM0482* NAVD 88     -       493.796  (meters)    1620.06   (feet)  ADJUSTED  
 RM0482  ___________________________________________________________________
 RM0482  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 RM0482  DYNAMIC HT  -         493.793 (meters)    1620.05  (feet)  COMP
 RM0482  MODELED GRAV-     980,592.6   (mgal)                       NAVD 88
 RM0482
 RM0482  VERT ORDER  -  FIRST     CLASS II
 RM0482
 RM0482.The horizontal coordinates were scaled from a topographic map and have
 RM0482.an estimated accuracy of +/- 6 seconds.
 RM0482
 RM0482.The orthometric height was determined by differential leveling
 RM0482.and adjusted by the National Geodetic Survey in June 1991..
 RM0482
 RM0482.The geoid height was determined by GEOID03.
 RM0482
 RM0482.The dynamic height is computed by dividing the NAVD 88
 RM0482.geopotential number by the normal gravity value computed on the
 RM0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0482.degrees latitude (g = 980.6199 gals.).
 RM0482
 RM0482.The modeled gravity was interpolated from observed gravity values.
 RM0482
 RM0482;                    North         East    Units  Estimated Accuracy
 RM0482;SPC WI N     -   109,320.      597,150.      MT  (+/- 180 meters Scaled)
 RM0482
 RM0482                          SUPERSEDED SURVEY CONTROL
 RM0482
 RM0482.No superseded survey control is available for this station.
 RM0482
 RM0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM288150(NAD 83)
 RM0482_MARKER: I = METAL ROD
 RM0482_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0482_SP_SET: STAINLESS STEEL ROD
 RM0482_STAMPING: D 212 1982
 RM0482_MARK LOGO: NGS   
 RM0482_PROJECTION: FLUSH
 RM0482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0482_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0482+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2005
 RM0482_ROD/PIPE-DEPTH: 12.1 meters
 RM0482
 RM0482  HISTORY     - Date     Condition        Report By
 RM0482  HISTORY     - 1982     MONUMENTED       NGS
 RM0482  HISTORY     - 1990     GOOD             USPSQD
 RM0482  HISTORY     - 20021128 GOOD             USPSQD
 RM0482  HISTORY     - 20040311 GOOD             USPSQD
 RM0482  HISTORY     - 20050913 GOOD             WIDT
 RM0482
 RM0482                          STATION DESCRIPTION
 RM0482
 RM0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0482'2.9 KM (1.8 MI) SE FROM MERCER.
 RM0482'2.9 KM (1.8 MI) SOUTHEAST ALONG U.S. HIGHWAY 51 FROM THE JUNCTION OF
 RM0482'STATE ROUTE J LEADING EAST IN MERCER, TO A DRIVEWAY LEADING SOUTH INTO
 RM0482'THE TRI STATE HOMES (HOME OFFICE AND MAIN PLANT), 42.1 METERS
 RM0482'(138.5 FT) SOUTHEAST OF THE CENTER OF DRIVEWAY LEADING INTO THE MERCER
 RM0482'LUMBER COMPANY, 30.1 METERS (99.0 FT) SOUTHWEST OF THE CENTERLINE OF
 RM0482'THE HIGHWAY, 22.5 KM (74.0 FT) WEST-NORTHWEST OF THE DRIVEWAY TO THE
 RM0482'PLANT, 7.9 METERS (26.5 FT) WEST-NORTHWEST OF THE WEST-NORTHWEST RAIL
 RM0482'OF THE SPUR INTO THE PLANT, AND 0.9 METER (3.4 FT) NORTHEAST OF
 RM0482'POWERLINE POLE WITH TWO LIGHTS.
 RM0482'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 RM0482'THE MARK IS 0.6 M ABOVE HIGHWAY.
 RM0482
 RM0482                          STATION RECOVERY (1990)
 RM0482
 RM0482'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 RM0482'RECOVERED IN GOOD CONDITION.
 RM0482
 RM0482                          STATION RECOVERY (2002)
 RM0482
 RM0482'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 RM0482'RECOVERED IN GOOD CONDITION. TRI STATE HOMES IS NOW OWNED BY ACTION
 RM0482'FLOOR SYSTEMS.  THE STATION IS 1 FOOT SOUTHEAST OF AN ORANGE WITNESS
 RM0482'POST WHICH IS WIRED TO THE LUMBER YARD'S WIRE FENCE JUST NORTH OF
 RM0482'ACTION FLOORS WOODEN FENCE.  NOTE--ACCESS TO POINT IS HAD THROUGH A
 RM0482'5-INCH LOGO CAP.
 RM0482
 RM0482                          STATION RECOVERY (2004)
 RM0482
 RM0482'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0482'RECOVERED IN GOOD CONDITION.
 RM0482
 RM0482                          STATION RECOVERY (2005)
 RM0482
 RM0482'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RM0482'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0553 ***********************************************************************
 RM0553  DESIGNATION -  D 213
 RM0553  PID         -  RM0553
 RM0553  STATE/COUNTY-  WI/BAYFIELD
 RM0553  USGS QUAD   -  MOQUAH (1975)
 RM0553
 RM0553                         *CURRENT SURVEY CONTROL
 RM0553  ___________________________________________________________________
 RM0553* NAD 83(1986)-  46 32 57.     (N)    091 01 57.     (W)     SCALED    
 RM0553* NAVD 88     -       239.486  (meters)     785.71   (feet)  ADJUSTED  
 RM0553  ___________________________________________________________________
 RM0553  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 RM0553  DYNAMIC HT  -         239.491 (meters)     785.73  (feet)  COMP
 RM0553  MODELED GRAV-     980,630.6   (mgal)                       NAVD 88
 RM0553
 RM0553  VERT ORDER  -  FIRST     CLASS II
 RM0553
 RM0553.The horizontal coordinates were scaled from a topographic map and have
 RM0553.an estimated accuracy of +/- 6 seconds.
 RM0553
 RM0553.The orthometric height was determined by differential leveling
 RM0553.and adjusted by the National Geodetic Survey in June 1991..
 RM0553
 RM0553.The geoid height was determined by GEOID03.
 RM0553
 RM0553.The dynamic height is computed by dividing the NAVD 88
 RM0553.geopotential number by the normal gravity value computed on the
 RM0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0553.degrees latitude (g = 980.6199 gals.).
 RM0553
 RM0553.The modeled gravity was interpolated from observed gravity values.
 RM0553
 RM0553;                    North         East    Units  Estimated Accuracy
 RM0553;SPC WI N     -   154,180.      520,820.      MT  (+/- 180 meters Scaled)
 RM0553
 RM0553                          SUPERSEDED SURVEY CONTROL
 RM0553
 RM0553.No superseded survey control is available for this station.
 RM0553
 RM0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM508569(NAD 83)
 RM0553_MARKER: I = METAL ROD
 RM0553_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0553_SP_SET: STAINLESS STEEL ROD
 RM0553_STAMPING: D 213 1982
 RM0553_MARK LOGO: NGS   
 RM0553_PROJECTION: FLUSH
 RM0553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0553_ROD/PIPE-DEPTH: 6.0  meters
 RM0553
 RM0553  HISTORY     - Date     Condition        Report By
 RM0553  HISTORY     - 1982     MONUMENTED       NGS
 RM0553  HISTORY     - 20010904 GOOD             USPSQD
 RM0553
 RM0553                          STATION DESCRIPTION
 RM0553
 RM0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0553'13.4 KM (8.3 MI) WEST FROM ASHLAND.
 RM0553'13.4 KM (8.3 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE COURTHOUSE IN
 RM0553'ASHLAND, SET AT A ROAD JUNCTION, 28.0 METERS (92.0 FT) SOUTHEAST OF
 RM0553'THE CENTERLINE OF THE HIGHWAY, 10.9 METERS (36.0 FT) SOUTHWEST OF THE
 RM0553'CENTER OF A GRAVEL ROAD (BUDIASH ROAD), 0.7 METER (2.5 FT) NORTH OF A
 RM0553'TELEPHONE JUNCTION BOX NUMBER L 14.
 RM0553'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 RM0553'THE MARK IS 0.6 M BELOW HIGHWAY.
 RM0553
 RM0553                          STATION RECOVERY (2001)
 RM0553
 RM0553'RECOVERY NOTE BY US POWER SQUADRON 2001 (RO)
 RM0553'TELEPHONE BOX IS GONE.  WITNESS POST IS GONE.  THE PIPE IS FILLED WITH
 RM0553'DIRT.  THERE IS A WI/DOT MARKER INSERTED INTO THE PIPE, ABOVE THE
 RM0553'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0585 ***********************************************************************
 RM0585  DESIGNATION -  D 214
 RM0585  PID         -  RM0585
 RM0585  STATE/COUNTY-  WI/ASHLAND
 RM0585  USGS QUAD   -  CEDAR (1975)
 RM0585
 RM0585                         *CURRENT SURVEY CONTROL
 RM0585  ___________________________________________________________________
 RM0585* NAD 83(1986)-  46 32 16.     (N)    090 34 25.     (W)     SCALED    
 RM0585* NAVD 88     -       263.128  (meters)     863.28   (feet)  ADJUSTED  
 RM0585  ___________________________________________________________________
 RM0585  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 RM0585  DYNAMIC HT  -         263.139 (meters)     863.32  (feet)  COMP
 RM0585  MODELED GRAV-     980,648.2   (mgal)                       NAVD 88
 RM0585
 RM0585  VERT ORDER  -  FIRST     CLASS II
 RM0585
 RM0585.The horizontal coordinates were scaled from a topographic map and have
 RM0585.an estimated accuracy of +/- 6 seconds.
 RM0585
 RM0585.The orthometric height was determined by differential leveling
 RM0585.and adjusted by the National Geodetic Survey in June 1991..
 RM0585
 RM0585.The geoid height was determined by GEOID03.
 RM0585
 RM0585.The dynamic height is computed by dividing the NAVD 88
 RM0585.geopotential number by the normal gravity value computed on the
 RM0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0585.degrees latitude (g = 980.6199 gals.).
 RM0585
 RM0585.The modeled gravity was interpolated from observed gravity values.
 RM0585
 RM0585;                    North         East    Units  Estimated Accuracy
 RM0585;SPC WI N     -   152,550.      556,000.      MT  (+/- 180 meters Scaled)
 RM0585
 RM0585                          SUPERSEDED SURVEY CONTROL
 RM0585
 RM0585.No superseded survey control is available for this station.
 RM0585
 RM0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM860566(NAD 83)
 RM0585_MARKER: I = METAL ROD
 RM0585_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0585_SP_SET: STAINLESS STEEL ROD
 RM0585_STAMPING: D 214 1982
 RM0585_MARK LOGO: NGS   
 RM0585_PROJECTION: FLUSH
 RM0585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0585_ROD/PIPE-DEPTH: 12.1 meters
 RM0585
 RM0585  HISTORY     - Date     Condition        Report By
 RM0585  HISTORY     - 1982     MONUMENTED       NGS
 RM0585  HISTORY     - 19970626 GOOD             USPSQD
 RM0585  HISTORY     - 20020616 GOOD             USPSQD
 RM0585  HISTORY     - 20041110 MARK NOT FOUND   WIDT
 RM0585
 RM0585                          STATION DESCRIPTION
 RM0585
 RM0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0585'13.0 KM (8.1 MI) SE FROM ODANAH.
 RM0585'13.0 KM (8.1 MI) SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 RM0585'COUNTY ROAD A IN ODANAH, SET AT A CAR GARAGE, 48.5 METERS (159.0 FT)
 RM0585'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 17.4 METERS (57.0 FT)
 RM0585'NORTHWEST OF THE CENTER OF A BLACKTOP DRIVEWAY, 1.4 METERS (4.5 FT)
 RM0585'SOUTHWEST OF THE WEST CORNER OF A CAR GARAGE, AND 22.2 METERS
 RM0585'(73.0 FT) NORTHEAST OF A POWERLINE POLE.
 RM0585'THE MARK IS 1.4 METERS  SSW FROM A WITNESS POST.
 RM0585'THE MARK IS 0.6 M ABOVE HIGHWAY.
 RM0585
 RM0585                          STATION RECOVERY (1997)
 RM0585
 RM0585'RECOVERY NOTE BY US POWER SQUADRON 1997
 RM0585'RECOVERED IN GOOD CONDITION.
 RM0585
 RM0585                          STATION RECOVERY (2002)
 RM0585
 RM0585'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0585'RECOVERED IN GOOD CONDITION.
 RM0585
 RM0585                          STATION RECOVERY (2004)
 RM0585
 RM0585'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 RM0585'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0461 ***********************************************************************
 QM0461  DESIGNATION -  D 216
 QM0461  PID         -  QM0461
 QM0461  STATE/COUNTY-  WI/VILAS
 QM0461  USGS QUAD   -  WOODRUFF (1982)
 QM0461
 QM0461                         *CURRENT SURVEY CONTROL
 QM0461  ___________________________________________________________________
 QM0461* NAD 83(1986)-  45 56 38.     (N)    089 41 49.     (W)     SCALED    
 QM0461* NAVD 88     -       506.964  (meters)    1663.26   (feet)  ADJUSTED  
 QM0461  ___________________________________________________________________
 QM0461  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 QM0461  DYNAMIC HT  -         506.944 (meters)    1663.20  (feet)  COMP
 QM0461  MODELED GRAV-     980,558.7   (mgal)                       NAVD 88
 QM0461
 QM0461  VERT ORDER  -  FIRST     CLASS II
 QM0461
 QM0461.The horizontal coordinates were scaled from a topographic map and have
 QM0461.an estimated accuracy of +/- 6 seconds.
 QM0461
 QM0461.The orthometric height was determined by differential leveling
 QM0461.and adjusted by the National Geodetic Survey in June 1991..
 QM0461
 QM0461.The geoid height was determined by GEOID03.
 QM0461
 QM0461.The dynamic height is computed by dividing the NAVD 88
 QM0461.geopotential number by the normal gravity value computed on the
 QM0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0461.degrees latitude (g = 980.6199 gals.).
 QM0461
 QM0461.The modeled gravity was interpolated from observed gravity values.
 QM0461
 QM0461;                    North         East    Units  Estimated Accuracy
 QM0461;SPC WI N     -    86,430.      623,500.      MT  (+/- 180 meters Scaled)
 QM0461
 QM0461                          SUPERSEDED SURVEY CONTROL
 QM0461
 QM0461.No superseded survey control is available for this station.
 QM0461
 QM0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR909913(NAD 83)
 QM0461_MARKER: I = METAL ROD
 QM0461_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QM0461_SP_SET: STAINLESS STEEL ROD
 QM0461_STAMPING: D 216 1982
 QM0461_MARK LOGO: NGS   
 QM0461_PROJECTION: FLUSH
 QM0461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0461_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0461+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2005
 QM0461_ROD/PIPE-DEPTH: 8.5  meters
 QM0461
 QM0461  HISTORY     - Date     Condition        Report By
 QM0461  HISTORY     - 1982     MONUMENTED       NGS
 QM0461  HISTORY     - 20010806 GOOD             USPSQD
 QM0461  HISTORY     - 20030418 GOOD             USPSQD
 QM0461  HISTORY     - 20040904 GOOD             USPSQD
 QM0461  HISTORY     - 20050921 GOOD             WIDT
 QM0461
 QM0461                          STATION DESCRIPTION
 QM0461
 QM0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QM0461'5.3 KM (3.3 MI) NORTH FROM WOODRUFF.
 QM0461'5.3 KM (3.3 MI) NORTH ALONG U.S. HIGHWAY 51 FROM THE JUNCTION OF STATE
 QM0461'HIGHWAY 47 IN WOODRUFF, SET AT THE EAST END OF THE NORTHERN HIGHLAND
 QM0461'STATE FOREST SIGN, 20.1 METERS (66.0 FT) EAST-NORTHEAST OF THE
 QM0461'CENTERLINE OF THE HIGHWAY, AND 0.9 METER (3.0 FT) EAST OF THE EAST END
 QM0461'OF THE FOREST SIGN.
 QM0461'THE MARK IS 3.3 METERS  W FROM A WITNESS POST.
 QM0461'THE MARK IS 0.6 M ABOVE HIGHWAY.
 QM0461
 QM0461                          STATION RECOVERY (2001)
 QM0461
 QM0461'RECOVERY NOTE BY US POWER SQUADRON 2001 (DS)
 QM0461'RECOVERED IN GOOD CONDITION.
 QM0461
 QM0461                          STATION RECOVERY (2003)
 QM0461
 QM0461'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 QM0461'RECOVERED IN GOOD CONDITION. TREES TO THE EAST ARE MORE THAN 15
 QM0461'DEGREES ABOVE THE HORIZON WHICH MAY OBSTRUCT SATELLITE OBSERVATIONS.
 QM0461
 QM0461                          STATION RECOVERY (2004)
 QM0461
 QM0461'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0461'RECOVERED IN GOOD CONDITION.
 QM0461
 QM0461                          STATION RECOVERY (2005)
 QM0461
 QM0461'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0461'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0755 ***********************************************************************
 PN0755  DESIGNATION -  D 218
 PN0755  PID         -  PN0755
 PN0755  STATE/COUNTY-  WI/WAUPACA
 PN0755  USGS QUAD   -  WAUPACA (1992)
 PN0755
 PN0755                         *CURRENT SURVEY CONTROL
 PN0755  ___________________________________________________________________
 PN0755* NAD 83(1986)-  44 21 17.     (N)    089 04 45.     (W)     SCALED    
 PN0755* NAVD 88     -       259.365  (meters)     850.93   (feet)  ADJUSTED  
 PN0755  ___________________________________________________________________
 PN0755  GEOID HEIGHT-         -36.34  (meters)                     GEOID03
 PN0755  DYNAMIC HT  -         259.320 (meters)     850.79  (feet)  COMP
 PN0755  MODELED GRAV-     980,437.0   (mgal)                       NAVD 88
 PN0755
 PN0755  VERT ORDER  -  FIRST     CLASS II
 PN0755
 PN0755.The horizontal coordinates were scaled from a topographic map and have
 PN0755.an estimated accuracy of +/- 6 seconds.
 PN0755
 PN0755.The orthometric height was determined by differential leveling
 PN0755.and adjusted by the National Geodetic Survey in June 1991..
 PN0755
 PN0755.The geoid height was determined by GEOID03.
 PN0755
 PN0755.The dynamic height is computed by dividing the NAVD 88
 PN0755.geopotential number by the normal gravity value computed on the
 PN0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0755.degrees latitude (g = 980.6199 gals.).
 PN0755
 PN0755.The modeled gravity was interpolated from observed gravity values.
 PN0755
 PN0755;                    North         East    Units  Estimated Accuracy
 PN0755;SPC WI C     -    58,350.      673,410.      MT  (+/- 180 meters Scaled)
 PN0755
 PN0755                          SUPERSEDED SURVEY CONTROL
 PN0755
 PN0755.No superseded survey control is available for this station.
 PN0755
 PN0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ343133(NAD 83)
 PN0755_MARKER: I = METAL ROD
 PN0755_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0755_SP_SET: STAINLESS STEEL ROD
 PN0755_STAMPING: D 218 1985
 PN0755_MARK LOGO: NGS   
 PN0755_PROJECTION: RECESSED 2 CENTIMETERS
 PN0755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0755_ROD/PIPE-DEPTH: 20.7 meters
 PN0755
 PN0755  HISTORY     - Date     Condition        Report By
 PN0755  HISTORY     - 1985     MONUMENTED       NGS
 PN0755  HISTORY     - 20021223 MARK NOT FOUND   USPSQD
 PN0755  HISTORY     - 20040328 MARK NOT FOUND   USPSQD
 PN0755
 PN0755                          STATION DESCRIPTION
 PN0755
 PN0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0755'IN WAUPACA.
 PN0755'IN WAUPACA, AT THE INTERSECTION OF SCHOOL AND SHEARER STREETS, 17.4 M
 PN0755'(57.1 FT) NORTHEAST OF THE CENTERLINE OF SCHOOL STREET, 9.4 M (30.8
 PN0755'FT) NORTHWEST OF THE CENTER OF SHEARER STREET, 2.5 M (8.2 FT) SOUTH OF
 PN0755'THE SOUTH CORNER OF CENTRAL ELEMENTERY 1 SCHOOL, AND 0.3 M (1.0 FT)
 PN0755'EAST OF A METAL FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 PN0755'5-INCH LOGO CAP.
 PN0755'THE MARK IS 0.3 M ABOVE SCHOOL STREET.
 PN0755
 PN0755                          STATION RECOVERY (2002)
 PN0755
 PN0755'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0755'NOT FOUND. IF PRESENT, THE STATION MUST BE UNDER GROUND LEVEL.
 PN0755
 PN0755                          STATION RECOVERY (2004)
 PN0755
 PN0755'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN0755'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0727 ***********************************************************************
 PN0727  DESIGNATION -  D 219
 PN0727  PID         -  PN0727
 PN0727  STATE/COUNTY-  WI/OUTAGAMIE
 PN0727  USGS QUAD   -  BLACK CREEK (1992)
 PN0727
 PN0727                         *CURRENT SURVEY CONTROL
 PN0727  ___________________________________________________________________
 PN0727* NAD 83(1986)-  44 28 27.     (N)    088 29 11.     (W)     SCALED    
 PN0727* NAVD 88     -       239.983  (meters)     787.34   (feet)  ADJUSTED  
 PN0727  ___________________________________________________________________
 PN0727  GEOID HEIGHT-         -36.26  (meters)                     GEOID03
 PN0727  DYNAMIC HT  -         239.948 (meters)     787.23  (feet)  COMP
 PN0727  MODELED GRAV-     980,466.8   (mgal)                       NAVD 88
 PN0727
 PN0727  VERT ORDER  -  FIRST     CLASS II
 PN0727
 PN0727.The horizontal coordinates were scaled from a topographic map and have
 PN0727.an estimated accuracy of +/- 6 seconds.
 PN0727
 PN0727.The orthometric height was determined by differential leveling
 PN0727.and adjusted by the National Geodetic Survey in June 1991..
 PN0727
 PN0727.The geoid height was determined by GEOID03.
 PN0727
 PN0727.The dynamic height is computed by dividing the NAVD 88
 PN0727.geopotential number by the normal gravity value computed on the
 PN0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0727.degrees latitude (g = 980.6199 gals.).
 PN0727
 PN0727.The modeled gravity was interpolated from observed gravity values.
 PN0727
 PN0727;                    North         East    Units  Estimated Accuracy
 PN0727;SPC WI C     -    72,330.      720,420.      MT  (+/- 180 meters Scaled)
 PN0727
 PN0727                          SUPERSEDED SURVEY CONTROL
 PN0727
 PN0727.No superseded survey control is available for this station.
 PN0727
 PN0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ817256(NAD 83)
 PN0727_MARKER: F = FLANGE-ENCASED ROD
 PN0727_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0727_SP_SET: STAINLESS STEEL ROD
 PN0727_STAMPING: D 219 1985
 PN0727_MARK LOGO: NGS   
 PN0727_PROJECTION: FLUSH
 PN0727_MAGNETIC: I = MARKER IS A STEEL ROD
 PN0727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0727+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2005
 PN0727_ROD/PIPE-DEPTH: 14.6 meters
 PN0727
 PN0727  HISTORY     - Date     Condition        Report By
 PN0727  HISTORY     - 1985     MONUMENTED       NGS
 PN0727  HISTORY     - 20010109 GOOD             WIDT
 PN0727  HISTORY     - 20011103 GOOD             USPSQD
 PN0727  HISTORY     - 20030611 GOOD             USPSQD
 PN0727  HISTORY     - 20050712 GOOD             WIDT
 PN0727
 PN0727                          STATION DESCRIPTION
 PN0727
 PN0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0727'34.1 KM (21.2 MI) WEST FROM GREEN BAY.
 PN0727'34.1 KM (21.2 MI) WESTERLY ALONG STATE HIGHWAY 54 FROM ITS JUNCTION
 PN0727'WITH U.S. HIGHWAY 41 IN GREEN BAY, 21.2 M (69.6 FT) NORTH OF THE
 PN0727'CENTERLINE OF THE HIGHWAY, 18.6 M (61.0 FT) WEST OF THE CENTERLINE OF
 PN0727'COUNTY ROAD P, AND 0.9 M (3.0 FT) EAST OF UTILITY POLE NUMBER
 PN0727'82-22105-40-4 WITH 2 GUY WIRES.  NOTE--ACCESS TO DATUM POINT IS HAD
 PN0727'THROUGH A 5-INCH LOGO CAP.
 PN0727'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 PN0727
 PN0727                          STATION RECOVERY (2001)
 PN0727
 PN0727'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PN0727'THE STATION IS LOCATED ABOUT 40 KM WEST OF GREEN BAY, 8 KM NORTHEAST
 PN0727'OF SHIOCTON AND 3 KM WEST OF BLACK CREEK.  OWNERSHIP--WISCONSIN
 PN0727'DEPARTMENT OF TRANSPORTATION. TO REACH THE STATION FROM THE JUNCTION
 PN0727'OF STATE HIGHWAY 47 WITH STATE HIGHWAY 54 IN THE VILLAGE OF BLACK
 PN0727'CREEK, GO WEST ON STATE HIGHWAY 54 FOR 2.7 KM TO COUNTY HIGHWAY P AND
 PN0727'THE STATION ON THE RIGHT.  THE STATION IS LOCATED IN THE NORTHWEST
 PN0727'QUADRANT OF THE INTERSECTION.  THE STATION IS A STAINLESS STEEL ROD
 PN0727'WITH A 13-CM LOGO CAP SET ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 PN0727'STATION IS 21.3 M NORTH OF THE CENTERLINE OF STATE HIGHWAY 54, 18.5 M
 PN0727'WEST OF THE CENTERLINE OF COUNTY HIGHWAY P, 12.0 M NORTHWEST OF A
 PN0727'WOOD POST FOR A --STOP-- SIGN, 3 M SOUTHEAST OF A CULTIVATED FIELD,
 PN0727'1.0 M EAST OF A POWER POLE AND 0.3 M WEST OF A ORANGE FIBERGLASS
 PN0727'WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 PN0727'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR A POWER
 PN0727'POLE EXTENDING TO 90 DEGREES.
 PN0727
 PN0727                          STATION RECOVERY (2001)
 PN0727
 PN0727'RECOVERY NOTE BY US POWER SQUADRON 2001 (JMK)
 PN0727'RECOVERED IN GOOD CONDITION.
 PN0727
 PN0727                          STATION RECOVERY (2003)
 PN0727
 PN0727'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0727'RECOVERED IN GOOD CONDITION.  NOTE-- THE POWER POLE HAS 2 GUT WIRES
 PN0727'AND IS NUMBERED 82-22105-40-4.  ADD-- THE STATION IS 1 FOOT EAST OF A
 PN0727'GAS PIPELINE WITNESS POST.
 PN0727
 PN0727                          STATION RECOVERY (2005)
 PN0727
 PN0727'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PN0727'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.3 M EAST OF A
 PN0727'YELLOW CARSONITE GAS PIPELINE POST AND 0.3 M WEST OF AN ORANGE
 PN0727'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0032 ***********************************************************************
 PN0032  DESIGNATION -  D 22
 PN0032  PID         -  PN0032
 PN0032  STATE/COUNTY-  WI/SHAWANO
 PN0032  USGS QUAD   -  BONDUEL (1974)
 PN0032
 PN0032                         *CURRENT SURVEY CONTROL
 PN0032  ___________________________________________________________________
 PN0032* NAD 83(1986)-  44 44 56.     (N)    088 25 32.     (W)     SCALED    
 PN0032* NAVD 88     -       283.953  (meters)     931.60   (feet)  ADJUSTED  
 PN0032  ___________________________________________________________________
 PN0032  GEOID HEIGHT-         -36.11  (meters)                     GEOID03
 PN0032  DYNAMIC HT  -         283.918 (meters)     931.49  (feet)  COMP
 PN0032  MODELED GRAV-     980,485.8   (mgal)                       NAVD 88
 PN0032
 PN0032  VERT ORDER  -  SECOND    CLASS 0
 PN0032
 PN0032.The horizontal coordinates were scaled from a topographic map and have
 PN0032.an estimated accuracy of +/- 6 seconds.
 PN0032
 PN0032.The orthometric height was determined by differential leveling
 PN0032.and adjusted by the National Geodetic Survey in June 1991..
 PN0032
 PN0032.The geoid height was determined by GEOID03.
 PN0032
 PN0032.The dynamic height is computed by dividing the NAVD 88
 PN0032.geopotential number by the normal gravity value computed on the
 PN0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0032.degrees latitude (g = 980.6199 gals.).
 PN0032
 PN0032.The modeled gravity was interpolated from observed gravity values.
 PN0032
 PN0032;                    North         East    Units  Estimated Accuracy
 PN0032;SPC WI C     -   102,940.      724,670.      MT  (+/- 180 meters Scaled)
 PN0032
 PN0032                          SUPERSEDED SURVEY CONTROL
 PN0032
 PN0032  NGVD 29 (??/??/92)  283.958  (m)          931.62   (f) ADJ UNCH    2 0
 PN0032
 PN0032.Superseded values are not recommended for survey control.
 PN0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0032.See file dsdata.txt to determine how the superseded data were derived.
 PN0032
 PN0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ871560(NAD 83)
 PN0032_MARKER: DB = BENCH MARK DISK
 PN0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0032+STABILITY: SURFACE MOTION
 PN0032
 PN0032  HISTORY     - Date     Condition        Report By
 PN0032  HISTORY     - UNK      MONUMENTED       CGS
 PN0032  HISTORY     - 1934     GOOD             NGS
 PN0032  HISTORY     - 20040424 MARK NOT FOUND   JCLS
 PN0032  HISTORY     - 20050621 MARK NOT FOUND   WIDT
 PN0032
 PN0032                          STATION DESCRIPTION
 PN0032
 PN0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PN0032'1.7 MI E FROM BONDUEL.
 PN0032'ALONG CHICAGO AND NORTH-WESTERN RY., 0.5 MILE E. OF OVERHEAD
 PN0032'HIGHWAY BRIDGE, AND 0.3 MILE E. OF MP 28.  MARK IS AT FENCE,
 PN0032'15 YDS. S. OF CENTERLINE OF TRACK, 10 YDS. E. OF CENTERLINE
 PN0032'OF CROSS-ROAD AND 3 YDS. E. OF CORNER FENCE POST.
 PN0032
 PN0032                          STATION RECOVERY (2004)
 PN0032
 PN0032'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 PN0032'MARK NOT FOUND.
 PN0032
 PN0032                          STATION RECOVERY (2005)
 PN0032
 PN0032'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0032'NOT FOUND. ADD--MEASURED DISTANCES FROM THE CENTERLINE OF THE MOUNTAIN
 PN0032'BAY TRAIL AND THE CENTERLINE OF HIGHLINE ROAD. THE INTERSECTION OF
 PN0032'THOSE TWO DISTANCES PLACES THE STATION IN A TELEPHONE PEDESTAL.  NO
 PN0032'EVIDENCE OF THE MONUMENT WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0769 ***********************************************************************
 PN0769  DESIGNATION -  D 220
 PN0769  PID         -  PN0769
 PN0769  STATE/COUNTY-  WI/PORTAGE
 PN0769  USGS QUAD   -  BLAINE (1969)
 PN0769
 PN0769                         *CURRENT SURVEY CONTROL
 PN0769  ___________________________________________________________________
 PN0769* NAD 83(1986)-  44 21 54.     (N)    089 20 36.     (W)     SCALED    
 PN0769* NAVD 88     -       339.442  (meters)    1113.65   (feet)  ADJUSTED  
 PN0769  ___________________________________________________________________
 PN0769  GEOID HEIGHT-         -36.09  (meters)                     GEOID03
 PN0769  DYNAMIC HT  -         339.374 (meters)    1113.43  (feet)  COMP
 PN0769  MODELED GRAV-     980,408.4   (mgal)                       NAVD 88
 PN0769
 PN0769  VERT ORDER  -  FIRST     CLASS II
 PN0769
 PN0769.The horizontal coordinates were scaled from a topographic map and have
 PN0769.an estimated accuracy of +/- 6 seconds.
 PN0769
 PN0769.The orthometric height was determined by differential leveling
 PN0769.and adjusted by the National Geodetic Survey in June 1991..
 PN0769
 PN0769.The geoid height was determined by GEOID03.
 PN0769
 PN0769.The dynamic height is computed by dividing the NAVD 88
 PN0769.geopotential number by the normal gravity value computed on the
 PN0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0769.degrees latitude (g = 980.6199 gals.).
 PN0769
 PN0769.The modeled gravity was interpolated from observed gravity values.
 PN0769
 PN0769;                    North         East    Units  Estimated Accuracy
 PN0769;SPC WI C     -    59,290.      652,340.      MT  (+/- 180 meters Scaled)
 PN0769
 PN0769                          SUPERSEDED SURVEY CONTROL
 PN0769
 PN0769.No superseded survey control is available for this station.
 PN0769
 PN0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ132150(NAD 83)
 PN0769_MARKER: F = FLANGE-ENCASED ROD
 PN0769_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0769_SP_SET: STAINLESS STEEL ROD
 PN0769_STAMPING: D 220 1985
 PN0769_MARK LOGO: NGS   
 PN0769_PROJECTION: FLUSH
 PN0769_MAGNETIC: I = MARKER IS A STEEL ROD
 PN0769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0769+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2004
 PN0769_ROD/PIPE-DEPTH: 9.8  meters
 PN0769
 PN0769  HISTORY     - Date     Condition        Report By
 PN0769  HISTORY     - 1985     MONUMENTED       NGS
 PN0769  HISTORY     - 20001021 GOOD             USPSQD
 PN0769  HISTORY     - 20030225 GOOD             WIDT
 PN0769  HISTORY     - 20040330 GOOD             USPSQD
 PN0769
 PN0769                          STATION DESCRIPTION
 PN0769
 PN0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0769'21.3 KM (13.25 MI) WEST FROM WAUPACA.
 PN0769'21.3 KM (13.25 MI) WESTERLY ALONG STATE HIGHWAY 54 FROM THE POST
 PN0769'OFFICE IN WAUPACA, NEAR THE NORTHWEST CORNER OF THE SAINT PATRICKS
 PN0769'CHURCH CEMETERY, 30.5 M (100.1 FT) SOUTHWEST OF THE CENTERLINE OF THE
 PN0769'HIGHWAY, 23.2 M (76.1 FT) NORTHWEST OF THE CENTER OF A GATE, 21.0 M
 PN0769'(68.9 FT) WEST-SOUTHWEST OF UTILITY POLE NUMBER 2210-19L7, AND 0.4 M
 PN0769'(1.3 FT) EAST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 PN0769'A 5-INCH LOGO CAP.
 PN0769'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 PN0769'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 PN0769
 PN0769                          STATION RECOVERY (2000)
 PN0769
 PN0769'RECOVERY NOTE BY US POWER SQUADRON 2000 (DS)
 PN0769'CHANGE DISTANCE OF 1.3 FT. EAST OF FENCE TO 1.3 FT. NORTH OF FENCE.
 PN0769'78FT. EAST OF NW CORNER OF CEMETRY BOUNDRY FENCE.
 PN0769
 PN0769                          STATION RECOVERY (2003)
 PN0769
 PN0769'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (TSS)
 PN0769'OWNERSHIP--ST.  PATRICKS CHURCH.  TO REACH THE STATION FROM THE
 PN0769'JUNCTION OF INTERSTATE HIGHWAY 39 AND INTERSTATE HIGHWAY 51 WITH STATE
 PN0769'HIGHWAY 54, ABOUT 2 MI (3.22 KM) SOUTHEAST OF THE VILLAGE OF PLOVER,
 PN0769'GO SOUTHEAST ON STATE HIGHWAY 54 FOR 9.5 MI (15.29 KM) TO COUNTY
 PN0769'HIGHWAY K NORTH ON THE LEFT, CONTINUE SOUTHEAST ON STATE HIGHWAY 54
 PN0769'FOR 0.6 MI (0.97 KM) TO ST.  PATRICKS CHURCH PARKING LOT ON THE RIGHT
 PN0769'AND THE STATION ON THE RIGHT.  THE STATION IS A STAINLESS STEEL ROD
 PN0769'ABOUT 0.3 M (1.0 FT) ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 30.5
 PN0769'M (100.1 FT) SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 54, 23.2 M
 PN0769'(76.1 FT) NORTHWEST OF A CEMETERY GATE, 21.0 M (68.9 FT) SOUTHWEST OF
 PN0769'A POWER POLE --2210-19L7--, 0.4 M (1.3 FT) NORTH OF A FOUR FT (1.2 M)
 PN0769'CHAIN LINK FENCE, AND 0.3 M (1.0 FT) NORTHEAST OF AN ORANGE PLASTIC
 PN0769'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 PN0769'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO
 PN0769'THE EAST AND SOUTH AT 30 AND 40 DEGREES RESPECTIVELY.
 PN0769
 PN0769                          STATION RECOVERY (2004)
 PN0769
 PN0769'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0769'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0496 ***********************************************************************
 QM0496  DESIGNATION -  D 221
 QM0496  PID         -  QM0496
 QM0496  STATE/COUNTY-  WI/ONEIDA
 QM0496  USGS QUAD   -  WOODBORO (1982)
 QM0496
 QM0496                         *CURRENT SURVEY CONTROL
 QM0496  ___________________________________________________________________
 QM0496* NAD 83(1986)-  45 36 55.     (N)    089 31 50.     (W)     SCALED    
 QM0496* NAVD 88     -       489.854  (meters)    1607.13   (feet)  ADJUSTED  
 QM0496  ___________________________________________________________________
 QM0496  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 QM0496  DYNAMIC HT  -         489.834 (meters)    1607.06  (feet)  COMP
 QM0496  MODELED GRAV-     980,559.7   (mgal)                       NAVD 88
 QM0496
 QM0496  VERT ORDER  -  FIRST     CLASS II
 QM0496
 QM0496.The horizontal coordinates were scaled from a topographic map and have
 QM0496.an estimated accuracy of +/- 6 seconds.
 QM0496
 QM0496.The orthometric height was determined by differential leveling
 QM0496.and adjusted by the National Geodetic Survey in June 1991..
 QM0496
 QM0496.The geoid height was determined by GEOID03.
 QM0496
 QM0496.The dynamic height is computed by dividing the NAVD 88
 QM0496.geopotential number by the normal gravity value computed on the
 QM0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0496.degrees latitude (g = 980.6199 gals.).
 QM0496
 QM0496.The modeled gravity was interpolated from observed gravity values.
 QM0496
 QM0496;                    North         East    Units  Estimated Accuracy
 QM0496;SPC WI N     -    49,970.      636,620.      MT  (+/- 180 meters Scaled)
 QM0496
 QM0496                          SUPERSEDED SURVEY CONTROL
 QM0496
 QM0496.No superseded survey control is available for this station.
 QM0496
 QM0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR027544(NAD 83)
 QM0496_MARKER: I = METAL ROD
 QM0496_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QM0496_SP_SET: STAINLESS STEEL ROD
 QM0496_STAMPING: D 221 1985
 QM0496_MARK LOGO: NGS   
 QM0496_PROJECTION: FLUSH
 QM0496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0496_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0496+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2005
 QM0496_ROD/PIPE-DEPTH: 24.4 meters
 QM0496
 QM0496  HISTORY     - Date     Condition        Report By
 QM0496  HISTORY     - 1985     MONUMENTED       NGS
 QM0496  HISTORY     - 20021210 GOOD             USPSQD
 QM0496  HISTORY     - 20040326 GOOD             USPSQD
 QM0496  HISTORY     - 20050818 GOOD             WIDT
 QM0496
 QM0496                          STATION DESCRIPTION
 QM0496
 QM0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QM0496'9.2 KM (5.7 MI) WEST FROM RHINELANDER.
 QM0496'9.2 KM (5.7 MI) WESTERLY ALONG U.S. HIGHWAY 8 FROM ITS JUNCTION WITH
 QM0496'STATE HIGHWAY 17 IN RHINELANDER, 19.8 M (65.0 FT) SOUTHEAST OF THE
 QM0496'CENTERLINE OF THE HIGHWAY, AND 18.4 M (60.4 FT) WEST OF THE CENTERLINE
 QM0496'OF WAUSAU ROAD.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 QM0496'LOGO CAP.
 QM0496'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 QM0496'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 QM0496
 QM0496                          STATION RECOVERY (2002)
 QM0496
 QM0496'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 QM0496'RECOVERED IN GOOD CONDITION.
 QM0496
 QM0496                          STATION RECOVERY (2004)
 QM0496
 QM0496'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0496'RECOVERED IN GOOD CONDITION.
 QM0496
 QM0496                          STATION RECOVERY (2005)
 QM0496
 QM0496'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0496'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0801 ***********************************************************************
 PN0801  DESIGNATION -  D 222
 PN0801  PID         -  PN0801
 PN0801  STATE/COUNTY-  WI/OCONTO
 PN0801  USGS QUAD   -  BERRY LAKE (1974)
 PN0801
 PN0801                         *CURRENT SURVEY CONTROL
 PN0801  ___________________________________________________________________
 PN0801* NAD 83(1986)-  44 59 58.     (N)    088 24 40.     (W)     SCALED    
 PN0801* NAVD 88     -       281.366  (meters)     923.12   (feet)  ADJUSTED  
 PN0801  ___________________________________________________________________
 PN0801  GEOID HEIGHT-         -35.97  (meters)                     GEOID03
 PN0801  DYNAMIC HT  -         281.336 (meters)     923.02  (feet)  COMP
 PN0801  MODELED GRAV-     980,502.3   (mgal)                       NAVD 88
 PN0801
 PN0801  VERT ORDER  -  FIRST     CLASS II
 PN0801
 PN0801.The horizontal coordinates were scaled from a topographic map and have
 PN0801.an estimated accuracy of +/- 6 seconds.
 PN0801
 PN0801.The orthometric height was determined by differential leveling
 PN0801.and adjusted by the National Geodetic Survey in June 1991..
 PN0801
 PN0801.The geoid height was determined by GEOID03.
 PN0801
 PN0801.The dynamic height is computed by dividing the NAVD 88
 PN0801.geopotential number by the normal gravity value computed on the
 PN0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0801.degrees latitude (g = 980.6199 gals.).
 PN0801
 PN0801.The modeled gravity was interpolated from observed gravity values.
 PN0801
 PN0801;                    North         East    Units  Estimated Accuracy
 PN0801;SPC WI C     -   130,800.      725,270.      MT  (+/- 180 meters Scaled)
 PN0801
 PN0801                          SUPERSEDED SURVEY CONTROL
 PN0801
 PN0801.No superseded survey control is available for this station.
 PN0801
 PN0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ887838(NAD 83)
 PN0801_MARKER: I = METAL ROD
 PN0801_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0801_SP_SET: STAINLESS STEEL ROD
 PN0801_STAMPING: D 222 1985
 PN0801_MARK LOGO: NGS   
 PN0801_PROJECTION: FLUSH
 PN0801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0801+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2005
 PN0801_ROD/PIPE-DEPTH: 15.8 meters
 PN0801
 PN0801  HISTORY     - Date     Condition        Report By
 PN0801  HISTORY     - 1985     MONUMENTED       NGS
 PN0801  HISTORY     - 19991112 GOOD             USPSQD
 PN0801  HISTORY     - 20040324 GOOD             USPSQD
 PN0801  HISTORY     - 20051130 GOOD             WIDT
 PN0801
 PN0801                          STATION DESCRIPTION
 PN0801
 PN0801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0801'19.1 KM (11.85 MI) NW FROM GILLETT.
 PN0801'19.1 KM (11.85 MI) NORTHWESTERLY LONG STATE HIGHWAY 32 FROM ITS
 PN0801'JUNCTION WITH STATE HIGHWAY 22 IN GILLETT, 80.7 M (264.7 FT) SOUTHWEST
 PN0801'OF THE CENTERLINE OF THE HIGHWAY, 13.6 M (44.6 FT) SOUTH OF THE
 PN0801'CENTERLINE OF COUNTY ROAD M, AND 0.6 M (2.0 FT) WEST OF A UTILITY
 PN0801'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PN0801'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 PN0801'THE MARK IS 1.0 M ABOVE THE ROAD.
 PN0801
 PN0801                          STATION RECOVERY (1999)
 PN0801
 PN0801'RECOVERY NOTE BY US POWER SQUADRON 1999
 PN0801'RECOVERED IN GOOD CONDITION.
 PN0801
 PN0801                          STATION RECOVERY (2004)
 PN0801
 PN0801'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0801'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 75 FEET WEST
 PN0801'OF UTILITY POLE NUMBER --2917 15E7-- AND 2 FEET WEST OF A YELLOW METAL
 PN0801'R/W POST.
 PN0801
 PN0801                          STATION RECOVERY (2005)
 PN0801
 PN0801'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0801'RECOVERED IN GOOD CONDITION. ADD--THE STATION IS 0.3 M EAST OF AN
 PN0801'ORANGE FIBERGLASS WITNESS POST AND 0.3 M WEST OF A RIGHT OF WAY POST.
 PN0801'--NOTE THE HINGE ON THE LID IS BROKEN BUT THE STATION IS OTHERWISE
 PN0801'INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0570 ***********************************************************************
 QM0570  DESIGNATION -  D 223
 QM0570  PID         -  QM0570
 QM0570  STATE/COUNTY-  WI/OCONTO
 QM0570  USGS QUAD   -  SHADOW LAKE (1973)
 QM0570
 QM0570                         *CURRENT SURVEY CONTROL
 QM0570  ___________________________________________________________________
 QM0570* NAD 83(1986)-  45 12 04.     (N)    088 30 09.     (W)     SCALED    
 QM0570* NAVD 88     -       333.675  (meters)    1094.73   (feet)  ADJUSTED  
 QM0570  ___________________________________________________________________
 QM0570  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 QM0570  DYNAMIC HT  -         333.638 (meters)    1094.61  (feet)  COMP
 QM0570  MODELED GRAV-     980,496.3   (mgal)                       NAVD 88
 QM0570
 QM0570  VERT ORDER  -  FIRST     CLASS II
 QM0570
 QM0570.The horizontal coordinates were scaled from a topographic map and have
 QM0570.an estimated accuracy of +/- 6 seconds.
 QM0570
 QM0570.The orthometric height was determined by differential leveling
 QM0570.and adjusted by the National Geodetic Survey in June 1991..
 QM0570
 QM0570.The geoid height was determined by GEOID03.
 QM0570
 QM0570.The dynamic height is computed by dividing the NAVD 88
 QM0570.geopotential number by the normal gravity value computed on the
 QM0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0570.degrees latitude (g = 980.6199 gals.).
 QM0570
 QM0570.The modeled gravity was interpolated from observed gravity values.
 QM0570
 QM0570;                    North         East    Units  Estimated Accuracy
 QM0570;SPC WI C     -   153,070.      717,650.      MT  (+/- 180 meters Scaled)
 QM0570
 QM0570                          SUPERSEDED SURVEY CONTROL
 QM0570
 QM0570.No superseded survey control is available for this station.
 QM0570
 QM0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR819063(NAD 83)
 QM0570_MARKER: I = METAL ROD
 QM0570_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QM0570_SP_SET: STAINLESS STEEL ROD
 QM0570_STAMPING: D 223 1985
 QM0570_MARK LOGO: NGS   
 QM0570_PROJECTION: FLUSH
 QM0570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0570_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0570+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2005
 QM0570_ROD/PIPE-DEPTH: 12.2 meters
 QM0570
 QM0570  HISTORY     - Date     Condition        Report By
 QM0570  HISTORY     - 1985     MONUMENTED       NGS
 QM0570  HISTORY     - 19961020 GOOD             USPSQD
 QM0570  HISTORY     - 20021001 GOOD             USPSQD
 QM0570  HISTORY     - 20030711 GOOD             USPSQD
 QM0570  HISTORY     - 20051117 GOOD             WIDT
 QM0570
 QM0570                          STATION DESCRIPTION
 QM0570
 QM0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QM0570'45.2 KM (28.1 MI) NW FROM GILLETT.
 QM0570'45.2 KM (28.1 FT) NORTHWESTERLY ALONG STATE HIGHWAY 32 FROM ITS
 QM0570'JUNCTION WITH STATE HIGHWAY 22 IN GILLETT, 0.5 KM (0.3 MI) SOUTH OF
 QM0570'THE INTERSECTION OF STATE HIGHWAY 64, 33.5 M (109.9 FT) NORTHEAST OF
 QM0570'THE CENTER OF THE HIGHWAY, 7.9 M (25.9 FT) SOUTHWEST OF A FENCE, 4.0 M
 QM0570'(13.1 FT) NORTHWEST OF THE CENTER OF A DIRT ROAD, AND 0.5 M (1.6 FT)
 QM0570'NORTHWEST OF A HIGHWAY RIGHT-OF-WAY MARKER POST.  NOTE--ACCESS TO
 QM0570'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QM0570'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 QM0570'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
 QM0570
 QM0570                          STATION RECOVERY (1996)
 QM0570
 QM0570'RECOVERY NOTE BY US POWER SQUADRON 1996
 QM0570'RECOVERED IN GOOD CONDITION.
 QM0570
 QM0570                          STATION RECOVERY (2002)
 QM0570
 QM0570'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QM0570'RECOVERED IN GOOD CONDITION.
 QM0570
 QM0570                          STATION RECOVERY (2003)
 QM0570
 QM0570'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 QM0570'RECOVERED IN GOOD CONDITION.  NOTE-- THE GRAVEL ROAD IN THE 1985
 QM0570'DESCRIPTION IS A DEAD END ROAD LEADING TO THE RESIDENCE AT 14480.
 QM0570
 QM0570                          STATION RECOVERY (2005)
 QM0570
 QM0570'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0570'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0439 ***********************************************************************
 QN0439  DESIGNATION -  D 224
 QN0439  PID         -  QN0439
 QN0439  STATE/COUNTY-  WI/RUSK
 QN0439  USGS QUAD   -  LADYSMITH (1971)
 QN0439
 QN0439                         *CURRENT SURVEY CONTROL
 QN0439  ___________________________________________________________________
 QN0439* NAD 83(1986)-  45 28 55.     (N)    091 00 27.     (W)     SCALED    
 QN0439* NAVD 88     -       370.509  (meters)    1215.58   (feet)  ADJUSTED  
 QN0439  ___________________________________________________________________
 QN0439  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 QN0439  DYNAMIC HT  -         370.493 (meters)    1215.53  (feet)  COMP
 QN0439  MODELED GRAV-     980,563.0   (mgal)                       NAVD 88
 QN0439
 QN0439  VERT ORDER  -  FIRST     CLASS II
 QN0439
 QN0439.The horizontal coordinates were scaled from a topographic map and have
 QN0439.an estimated accuracy of +/- 6 seconds.
 QN0439
 QN0439.The orthometric height was determined by differential leveling
 QN0439.and adjusted by the National Geodetic Survey in June 1991..
 QN0439
 QN0439.The geoid height was determined by GEOID03.
 QN0439
 QN0439.The dynamic height is computed by dividing the NAVD 88
 QN0439.geopotential number by the normal gravity value computed on the
 QN0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0439.degrees latitude (g = 980.6199 gals.).
 QN0439
 QN0439.The modeled gravity was interpolated from observed gravity values.
 QN0439
 QN0439;                    North         East    Units  Estimated Accuracy
 QN0439;SPC WI C     -   183,690.      521,230.      MT  (+/- 180 meters Scaled)
 QN0439
 QN0439                          SUPERSEDED SURVEY CONTROL
 QN0439
 QN0439.No superseded survey control is available for this station.
 QN0439
 QN0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL557384(NAD 83)
 QN0439_MARKER: I = METAL ROD
 QN0439_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0439_SP_SET: STAINLESS STEEL ROD
 QN0439_STAMPING: D 224 1985
 QN0439_MARK LOGO: NGS   
 QN0439_PROJECTION: FLUSH
 QN0439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QN0439+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2005
 QN0439_ROD/PIPE-DEPTH: 11.0 meters
 QN0439
 QN0439  HISTORY     - Date     Condition        Report By
 QN0439  HISTORY     - 1985     MONUMENTED       NGS
 QN0439  HISTORY     - 20051213 GOOD             WIDT
 QN0439
 QN0439                          STATION DESCRIPTION
 QN0439
 QN0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QN0439'9.1 KM (5.65 MI) EAST FROM LADYSMITH.
 QN0439'9.1 KM (5.65 MI) EASTERLY ALONG U.S. HIGHWAY 8 FROM ITS JUNCTION WITH
 QN0439'STATE HIGHWAY 27 IN LADYSMITH, 15.2 M (49.9 FT) NORTH OF THE NEAR RAIL
 QN0439'OF THE SOO LINE RAILROAD, 12.8 M (42.0 FT) SOUTH OF THE CENTERLINE OF
 QN0439'THE HIGHWAY, 8.5 M (27.9 FT) EAST OF THE CENTER OF CEMETERY ROAD, AND
 QN0439'1.3 M (4.3 FT) EAST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS
 QN0439'HAD THROUGH A 5-INCH LOGO CAP.
 QN0439'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 QN0439'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 QN0439
 QN0439                          STATION RECOVERY (2005)
 QN0439
 QN0439'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 QN0439'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.1 M EAST OF POWER
 QN0439'POLE --28.2-- AND 1.0 M SOUTH, 1.0 M NORTHWEST, AND 1.0 M NORTHEAST OF
 QN0439'THREE WHITE PLASTIC WITNESS POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0413 ***********************************************************************
 QN0413  DESIGNATION -  D 225
 QN0413  PID         -  QN0413
 QN0413  STATE/COUNTY-  WI/PRICE
 QN0413  USGS QUAD   -  PRENTICE (1984)
 QN0413
 QN0413                         *CURRENT SURVEY CONTROL
 QN0413  ___________________________________________________________________
 QN0413* NAD 83(1986)-  45 33 08.     (N)    090 17 25.     (W)     SCALED    
 QN0413* NAVD 88     -       478.394  (meters)    1569.53   (feet)  ADJUSTED  
 QN0413  ___________________________________________________________________
 QN0413  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 QN0413  DYNAMIC HT  -         478.371 (meters)    1569.46  (feet)  COMP
 QN0413  MODELED GRAV-     980,551.4   (mgal)                       NAVD 88
 QN0413
 QN0413  VERT ORDER  -  FIRST     CLASS II
 QN0413
 QN0413.The horizontal coordinates were scaled from a topographic map and have
 QN0413.an estimated accuracy of +/- 6 seconds.
 QN0413
 QN0413.The orthometric height was determined by differential leveling
 QN0413.and adjusted by the National Geodetic Survey in June 1991..
 QN0413
 QN0413.The geoid height was determined by GEOID03.
 QN0413
 QN0413.The dynamic height is computed by dividing the NAVD 88
 QN0413.geopotential number by the normal gravity value computed on the
 QN0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0413.degrees latitude (g = 980.6199 gals.).
 QN0413
 QN0413.The modeled gravity was interpolated from observed gravity values.
 QN0413
 QN0413;                    North         East    Units  Estimated Accuracy
 QN0413;SPC WI N     -    42,890.      577,330.      MT  (+/- 180 meters Scaled)
 QN0413
 QN0413                          SUPERSEDED SURVEY CONTROL
 QN0413
 QN0413.No superseded survey control is available for this station.
 QN0413
 QN0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL115478(NAD 83)
 QN0413_MARKER: I = METAL ROD
 QN0413_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0413_SP_SET: STAINLESS STEEL ROD
 QN0413_STAMPING: D 225 1985
 QN0413_MARK LOGO: NGS   
 QN0413_PROJECTION: RECESSED 2 CENTIMETERS
 QN0413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QN0413+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2003
 QN0413_ROD/PIPE-DEPTH: 3.7  meters
 QN0413
 QN0413  HISTORY     - Date     Condition        Report By
 QN0413  HISTORY     - 1985     MONUMENTED       NGS
 QN0413  HISTORY     - 20030904 GOOD             USPSQD
 QN0413
 QN0413                          STATION DESCRIPTION
 QN0413
 QN0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QN0413'IN PRENTICE.
 QN0413'IN PRENTICE, AT THE INTERSECTION OF COUNTY ROAD A (RAILROAD STREET)
 QN0413'AND U.S. HIGHWAY 8, 26.5 M (60.0 FT) NORTHEAST OF THE NORTHEAST CORNER
 QN0413'OF A STANDARD SERVICE STATION, 18.3 M (60.0 FT) SOUTH OF THE
 QN0413'CENTERLINE OF THE HIGHWAY, 9.7 M (31.8 FT) WEST OF THE CENTER OF THE
 QN0413'ROAD, AND 0.8 M (2.6 FT) WEST OF A UTILITY POLE WITH METER.
 QN0413'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QN0413'THE MARK IS 0.9 METERS  WSW FROM  A WITNESS POST
 QN0413
 QN0413                          STATION RECOVERY (2003)
 QN0413
 QN0413'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 QN0413'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 19.2 FEET
 QN0413'NORTH-NORTHEAST OF A STEET SIGN --RAILROAD AV/TOWN ST--.  NOTE-- THE
 QN0413'UTILITY POLE IS NUMBERED --6-2-8/91-- WITH 2 ELECTRIC METERS AND
 QN0413'STREET LIGHT.  THE GAS STATION NOW IS A SPUR STATION.  THERE IS NO
 QN0413'WITNESS POST PRESENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0523 ***********************************************************************
 QM0523  DESIGNATION -  D 226
 QM0523  PID         -  QM0523
 QM0523  STATE/COUNTY-  WI/ONEIDA
 QM0523  USGS QUAD   -  MONICO (1965)
 QM0523
 QM0523                         *CURRENT SURVEY CONTROL
 QM0523  ___________________________________________________________________
 QM0523* NAD 83(1986)-  45 35 08.     (N)    089 14 26.     (W)     SCALED    
 QM0523* NAVD 88     -       485.047  (meters)    1591.36   (feet)  ADJUSTED  
 QM0523  ___________________________________________________________________
 QM0523  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 QM0523  DYNAMIC HT  -         485.016 (meters)    1591.26  (feet)  COMP
 QM0523  MODELED GRAV-     980,536.1   (mgal)                       NAVD 88
 QM0523
 QM0523  VERT ORDER  -  FIRST     CLASS II
 QM0523
 QM0523.The horizontal coordinates were scaled from a topographic map and have
 QM0523.an estimated accuracy of +/- 6 seconds.
 QM0523
 QM0523.The orthometric height was determined by differential leveling
 QM0523.and adjusted by the National Geodetic Survey in June 1991..
 QM0523
 QM0523.The geoid height was determined by GEOID03.
 QM0523
 QM0523.The dynamic height is computed by dividing the NAVD 88
 QM0523.geopotential number by the normal gravity value computed on the
 QM0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0523.degrees latitude (g = 980.6199 gals.).
 QM0523
 QM0523.The modeled gravity was interpolated from observed gravity values.
 QM0523
 QM0523;                    North         East    Units  Estimated Accuracy
 QM0523;SPC WI N     -    46,840.      659,270.      MT  (+/- 180 meters Scaled)
 QM0523
 QM0523                          SUPERSEDED SURVEY CONTROL
 QM0523
 QM0523.No superseded survey control is available for this station.
 QM0523
 QM0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR252504(NAD 83)
 QM0523_MARKER: DB = BENCH MARK DISK
 QM0523_SETTING: 66 = SET IN ROCK OUTCROP
 QM0523_SP_SET: ROCK OUTCROP
 QM0523_STAMPING: D 226 1985
 QM0523_MARK LOGO: NGS   
 QM0523_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QM0523+STABILITY: POSITION/ELEVATION WELL
 QM0523_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0523+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2005
 QM0523
 QM0523  HISTORY     - Date     Condition        Report By
 QM0523  HISTORY     - 1985     MONUMENTED       NGS
 QM0523  HISTORY     - 20021210 GOOD             USPSQD
 QM0523  HISTORY     - 20040326 GOOD             USPSQD
 QM0523  HISTORY     - 20051003 GOOD             WIDT
 QM0523
 QM0523                          STATION DESCRIPTION
 QM0523
 QM0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QM0523'15.8 KM (9.8 MI) EAST FROM RHINELANDER.
 QM0523'15.8 KM (9.8 MI) EASTERLY ALONG U.S. HIGHWAY 8 FROM ITS JUNCTION WITH
 QM0523'ONEIDA AVENUE IN RHINELANDER, NEAR THE EAST END OF A 10 BY 24 FOOT
 QM0523'EXPOSED AREA OF OUTCROPPING BEDROCK, 0.2 KM (0.1 MI) WEST OF OLD
 QM0523'HIGHWAY 8, 104.0 M (341.2 FT) EAST OF A PRIVATE ROAD, AND 10.8 M (35.4
 QM0523'FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 QM0523'THE MARK IS 1.2 METERS  NE FROM  A WITNESS POST
 QM0523'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 QM0523
 QM0523                          STATION RECOVERY (2002)
 QM0523
 QM0523'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 QM0523'RECOVERED IN GOOD CONDITION.  CORRECTION -- IT IS
 QM0523'NEAR THE WEST END OF A 10 BY 24 FOOT EXPOSED AREA
 QM0523'OF OUTCROPPING BEDROCK.
 QM0523
 QM0523                          STATION RECOVERY (2004)
 QM0523
 QM0523'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0523'RECOVERED IN GOOD CONDITION.
 QM0523
 QM0523                          STATION RECOVERY (2005)
 QM0523
 QM0523'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0523'RECOVERED IN GOOD CONDITION.  NOTE THE STATION IN NEAR THE EAST END OF
 QM0523'THE OUTCROPPING. (NOT THE WEST AS PREVIOUSLY STATED).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0554 ***********************************************************************
 QM0554  DESIGNATION -  D 227
 QM0554  PID         -  QM0554
 QM0554  STATE/COUNTY-  WI/FOREST
 QM0554  USGS QUAD   -  LAONA (1972)
 QM0554
 QM0554                         *CURRENT SURVEY CONTROL
 QM0554  ___________________________________________________________________
 QM0554* NAD 83(1986)-  45 30 11.     (N)    088 40 31.     (W)     SCALED    
 QM0554* NAVD 88     -       495.822  (meters)    1626.71   (feet)  ADJUSTED  
 QM0554  ___________________________________________________________________
 QM0554  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 QM0554  DYNAMIC HT  -         495.775 (meters)    1626.56  (feet)  COMP
 QM0554  MODELED GRAV-     980,505.9   (mgal)                       NAVD 88
 QM0554
 QM0554  VERT ORDER  -  FIRST     CLASS II
 QM0554
 QM0554.The horizontal coordinates were scaled from a topographic map and have
 QM0554.an estimated accuracy of +/- 6 seconds.
 QM0554
 QM0554.The orthometric height was determined by differential leveling
 QM0554.and adjusted by the National Geodetic Survey in June 1991..
 QM0554
 QM0554.The geoid height was determined by GEOID03.
 QM0554
 QM0554.The dynamic height is computed by dividing the NAVD 88
 QM0554.geopotential number by the normal gravity value computed on the
 QM0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0554.degrees latitude (g = 980.6199 gals.).
 QM0554
 QM0554.The modeled gravity was interpolated from observed gravity values.
 QM0554
 QM0554;                    North         East    Units  Estimated Accuracy
 QM0554;SPC WI N     -    38,250.      703,530.      MT  (+/- 180 meters Scaled)
 QM0554
 QM0554                          SUPERSEDED SURVEY CONTROL
 QM0554
 QM0554.No superseded survey control is available for this station.
 QM0554
 QM0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR691402(NAD 83)
 QM0554_MARKER: I = METAL ROD
 QM0554_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QM0554_SP_SET: STAINLESS STEEL ROD
 QM0554_STAMPING: D 227 1985
 QM0554_MARK LOGO: NGS   
 QM0554_PROJECTION: FLUSH
 QM0554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0554_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0554+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2005
 QM0554_ROD/PIPE-DEPTH: 10.0 meters
 QM0554
 QM0554  HISTORY     - Date     Condition        Report By
 QM0554  HISTORY     - 1985     MONUMENTED       NGS
 QM0554  HISTORY     - 20030711 GOOD             USPSQD
 QM0554  HISTORY     - 20051116 GOOD             WIDT
 QM0554
 QM0554                          STATION DESCRIPTION
 QM0554
 QM0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QM0554'6.2 KM (3.85 MI) SOUTH FROM LAONA.
 QM0554'6.2 KM (3.85 MI) SOUTHERLY ALONG STATE HIGHWAY 32 FROM ITS JUNCTION
 QM0554'WITH U.S. HIGHWAY 8 IN LAONA, 22.6 M (74.1 FT) EAST OF THE CENTER OF
 QM0554'THE HIGHWAY, AND 1.6 KM (5.2 FT) NORTH OF A YELLOW METAL RIGHT-OF-WAY
 QM0554'POST.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QM0554'THE MARK IS 0.2 METERS  S FROM  A WITNESS POST
 QM0554'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 QM0554
 QM0554                          STATION RECOVERY (2003)
 QM0554
 QM0554'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 QM0554'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.9 MILE SOUTH OF
 QM0554'COUNTY HIGHWAY T, 0.3 MILE SOUTH OF CLARK'S LANE, AND 0.05 MILE NORTH
 QM0554'OF MIDWAY LANE.  IT IS 54 FEET SOUTH OF AN OVERGROWN TRACK ROAD TO THE
 QM0554'EAST.
 QM0554
 QM0554                          STATION RECOVERY (2005)
 QM0554
 QM0554'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0554'RECOVERED IN GOOD CONDITION.   ADD THE STATION IS 0.1 MI SOUTH OF THE
 QM0554'CENTERLINE OF A DRIVEWAY TO THE EAST INTO THE CLEEREMAN LOG YARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0829 ***********************************************************************
 PN0829  DESIGNATION -  D 228
 PN0829  PID         -  PN0829
 PN0829  STATE/COUNTY-  WI/BROWN
 PN0829  USGS QUAD   -  ONEIDA NORTH (1992)
 PN0829
 PN0829                         *CURRENT SURVEY CONTROL
 PN0829  ___________________________________________________________________
 PN0829* NAD 83(1986)-  44 36 25.     (N)    088 13 13.     (W)     SCALED    
 PN0829* NAVD 88     -       236.738  (meters)     776.70   (feet)  ADJUSTED  
 PN0829  ___________________________________________________________________
 PN0829  GEOID HEIGHT-         -36.16  (meters)                     GEOID03
 PN0829  DYNAMIC HT  -         236.709 (meters)     776.60  (feet)  COMP
 PN0829  MODELED GRAV-     980,489.7   (mgal)                       NAVD 88
 PN0829
 PN0829  VERT ORDER  -  FIRST     CLASS II
 PN0829
 PN0829.The horizontal coordinates were scaled from a topographic map and have
 PN0829.an estimated accuracy of +/- 6 seconds.
 PN0829
 PN0829.The orthometric height was determined by differential leveling
 PN0829.and adjusted by the National Geodetic Survey in June 1991..
 PN0829
 PN0829.The geoid height was determined by GEOID03.
 PN0829
 PN0829.The dynamic height is computed by dividing the NAVD 88
 PN0829.geopotential number by the normal gravity value computed on the
 PN0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0829.degrees latitude (g = 980.6199 gals.).
 PN0829
 PN0829.The modeled gravity was interpolated from observed gravity values.
 PN0829
 PN0829;                    North         East    Units  Estimated Accuracy
 PN0829;SPC WI C     -    87,510.      741,260.      MT  (+/- 180 meters Scaled)
 PN0829
 PN0829                          SUPERSEDED SURVEY CONTROL
 PN0829
 PN0829.No superseded survey control is available for this station.
 PN0829
 PN0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ031400(NAD 83)
 PN0829_MARKER: I = METAL ROD
 PN0829_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0829_SP_SET: STAINLESS STEEL ROD
 PN0829_STAMPING: D 228 1985
 PN0829_MARK LOGO: NGS   
 PN0829_PROJECTION: FLUSH
 PN0829_MAGNETIC: I = MARKER IS A STEEL ROD
 PN0829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0829+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 PN0829_ROD/PIPE-DEPTH: 9.1  meters
 PN0829
 PN0829  HISTORY     - Date     Condition        Report By
 PN0829  HISTORY     - 1985     MONUMENTED       NGS
 PN0829  HISTORY     - 19940520 GOOD             WI-009
 PN0829  HISTORY     - 20021115 GOOD             USPSQD
 PN0829  HISTORY     - 20040325 GOOD             USPSQD
 PN0829  HISTORY     - 20050816 GOOD             WIDT
 PN0829
 PN0829                          STATION DESCRIPTION
 PN0829
 PN0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0829'14.7 KM (9.15 MI) NW FROM GREEN BAY.
 PN0829'14.7 KM (9.15 MI) NORTHWESTERLY ALONG STATE HIGHWAY 32 FROM ITS
 PN0829'JUNCTION WITH U.S. HIGHWAY 41 IN GREEN BAY, 1.8 KM (1.1 MI) NORTH OF
 PN0829'THE INTERSECTION OF STATE HIGHWAY 29, 14.8 M (48.6 FT) EAST OF THE
 PN0829'CENTERLINE OF THE HIGHWAY, 5.9 M (19.4 FT) NORTH OF THE EXTENDED
 PN0829'CENTER OF COTTONWOOD DRIVE, 5.7 M (18.7 FT) NORTH OF A WOODEN
 PN0829'RIGHT-OF-WAY POST, AND 1.4 M (4.6 FT) SOUTH OF UTILITY POLE NUMBER
 PN0829'2519 29E13.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 PN0829'CAP.
 PN0829'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 PN0829'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 PN0829
 PN0829                          STATION RECOVERY (1994)
 PN0829
 PN0829'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0829'RECOVERED AS DESCRIBED.
 PN0829
 PN0829                          STATION RECOVERY (2002)
 PN0829
 PN0829'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0829'RECOVERED IN GOOD CONDITION.
 PN0829
 PN0829                          STATION RECOVERY (2004)
 PN0829
 PN0829'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN0829'RECOVERED IN GOOD CONDITION.
 PN0829
 PN0829                          STATION RECOVERY (2005)
 PN0829
 PN0829'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0829'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0277 ***********************************************************************
 PN0277  DESIGNATION -  D 23
 PN0277  PID         -  PN0277
 PN0277  STATE/COUNTY-  WI/OUTAGAMIE
 PN0277  USGS QUAD   -  BEAR CREEK (1992)
 PN0277
 PN0277                         *CURRENT SURVEY CONTROL
 PN0277  ___________________________________________________________________
 PN0277* NAD 83(1986)-  44 30 32.     (N)    088 43 48.     (W)     SCALED    
 PN0277* NAVD 88     -       251.263  (meters)     824.35   (feet)  ADJUSTED  
 PN0277  ___________________________________________________________________
 PN0277  GEOID HEIGHT-         -36.33  (meters)                     GEOID03
 PN0277  DYNAMIC HT  -         251.224 (meters)     824.22  (feet)  COMP
 PN0277  MODELED GRAV-     980,457.6   (mgal)                       NAVD 88
 PN0277
 PN0277  VERT ORDER  -  SECOND    CLASS 0
 PN0277
 PN0277.The horizontal coordinates were scaled from a topographic map and have
 PN0277.an estimated accuracy of +/- 6 seconds.
 PN0277
 PN0277.The orthometric height was determined by differential leveling
 PN0277.and adjusted by the National Geodetic Survey in June 1991..
 PN0277
 PN0277.The geoid height was determined by GEOID03.
 PN0277
 PN0277.The dynamic height is computed by dividing the NAVD 88
 PN0277.geopotential number by the normal gravity value computed on the
 PN0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0277.degrees latitude (g = 980.6199 gals.).
 PN0277
 PN0277.The modeled gravity was interpolated from observed gravity values.
 PN0277
 PN0277;                    North         East    Units  Estimated Accuracy
 PN0277;SPC WI C     -    75,860.      700,980.      MT  (+/- 180 meters Scaled)
 PN0277
 PN0277                          SUPERSEDED SURVEY CONTROL
 PN0277
 PN0277  NGVD 29 (??/??/92)  251.290  (m)          824.44   (f) ADJ UNCH    2 0
 PN0277
 PN0277.Superseded values are not recommended for survey control.
 PN0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0277.See file dsdata.txt to determine how the superseded data were derived.
 PN0277
 PN0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ624298(NAD 83)
 PN0277_MARKER: DB = BENCH MARK DISK
 PN0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0277+STABILITY: SURFACE MOTION
 PN0277
 PN0277  HISTORY     - Date     Condition        Report By
 PN0277  HISTORY     - UNK      MONUMENTED       CGS
 PN0277  HISTORY     - 1934     GOOD             NGS
 PN0277  HISTORY     - 1954     MARK NOT FOUND   USGS
 PN0277
 PN0277                          STATION DESCRIPTION
 PN0277
 PN0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PN0277'1.6 MI S FROM BEAR CREEK.
 PN0277'ALONG CHICAGO AND NORTH-WESTERN RY., 0.4 MILE S. OF MP 149.
 PN0277'MARK IS AT FENCE, 14 YDS. E. OF CENTERLINE OF TRACK, 9 YDS. E.
 PN0277'OF CROSSING POST AND 40 YDS. S. OF CENTERLINE OF CROSSING.
 PN0277
 PN0277                          STATION RECOVERY (1954)
 PN0277
 PN0277'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 PN0277'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0464 ***********************************************************************
 PO0464  DESIGNATION -  D 230
 PO0464  PID         -  PO0464
 PO0464  STATE/COUNTY-  WI/MONROE
 PO0464  USGS QUAD   -  ALDERWOOD LAKE (1983)
 PO0464
 PO0464                         *CURRENT SURVEY CONTROL
 PO0464  ___________________________________________________________________
 PO0464* NAD 83(1986)-  44 00 25.     (N)    090 39 08.     (W)     SCALED    
 PO0464* NAVD 88     -       275.377  (meters)     903.47   (feet)  ADJUSTED  
 PO0464  ___________________________________________________________________
 PO0464  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 PO0464  DYNAMIC HT  -         275.322 (meters)     903.29  (feet)  COMP
 PO0464  MODELED GRAV-     980,411.4   (mgal)                       NAVD 88
 PO0464
 PO0464  VERT ORDER  -  FIRST     CLASS II
 PO0464
 PO0464.The horizontal coordinates were scaled from a topographic map and have
 PO0464.an estimated accuracy of +/- 6 seconds.
 PO0464
 PO0464.The orthometric height was determined by differential leveling
 PO0464.and adjusted by the National Geodetic Survey in June 1991..
 PO0464
 PO0464.The geoid height was determined by GEOID03.
 PO0464
 PO0464.The dynamic height is computed by dividing the NAVD 88
 PO0464.geopotential number by the normal gravity value computed on the
 PO0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0464.degrees latitude (g = 980.6199 gals.).
 PO0464
 PO0464.The modeled gravity was interpolated from observed gravity values.
 PO0464
 PO0464;                    North         East    Units  Estimated Accuracy
 PO0464;SPC WI S     -   223,160.      547,700.      MT  (+/- 180 meters Scaled)
 PO0464
 PO0464                          SUPERSEDED SURVEY CONTROL
 PO0464
 PO0464.No superseded survey control is available for this station.
 PO0464
 PO0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ882753(NAD 83)
 PO0464_MARKER: I = METAL ROD
 PO0464_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PO0464_SP_SET: STAINLESS STEEL ROD
 PO0464_STAMPING: D 230 1985
 PO0464_MARK LOGO: NGS   
 PO0464_PROJECTION: FLUSH
 PO0464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PO0464_ROD/PIPE-DEPTH: 21.9 meters
 PO0464
 PO0464  HISTORY     - Date     Condition        Report By
 PO0464  HISTORY     - 1985     MONUMENTED       NGS
 PO0464  HISTORY     - 20030519 MARK NOT FOUND   USPSQD
 PO0464
 PO0464                          STATION DESCRIPTION
 PO0464
 PO0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PO0464'17.0 KM (10.55 MI) EAST FROM SPARTA.
 PO0464'17.0 KM (10.55 MI) EASTERLY ALONG STATE HIGHWAY 21 FROM ITS JUNCTION
 PO0464'WITH STATE HIGHWAY 16 IN SPARTA, 35.7 M (117.1 FT) SOUTH OF THE
 PO0464'CENTERLINE OF THE HIGHWAY, 22.3 M (73.2 FT) SOUTH OF BENCH MARK 1 FG
 PO0464'USGS, 7.4 M (24.3 FT) EAST OF THE EXTENDED CENTER OF A ROAD LEADING
 PO0464'NORTH INTO FORT MCCOY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 PO0464'5-INCH LOGO CAP.
 PO0464'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 PO0464'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 PO0464
 PO0464                          STATION RECOVERY (2003)
 PO0464
 PO0464'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PO0464'NOT FOUND.  NOTE-- THE ENTRANCE TO FORT MCCOY IS GATE 14.  NO WITNESS
 PO0464'POST WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0719 ***********************************************************************
 ON0719  DESIGNATION -  D 231
 ON0719  PID         -  ON0719
 ON0719  STATE/COUNTY-  WI/LA CROSSE
 ON0719  USGS QUAD   -  WEST SALEM (1993)
 ON0719
 ON0719                         *CURRENT SURVEY CONTROL
 ON0719  ___________________________________________________________________
 ON0719* NAD 83(1986)-  43 53 31.     (N)    091 04 29.     (W)     SCALED    
 ON0719* NAVD 88     -       237.525  (meters)     779.28   (feet)  ADJUSTED  
 ON0719  ___________________________________________________________________
 ON0719  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 ON0719  DYNAMIC HT  -         237.481 (meters)     779.14  (feet)  COMP
 ON0719  MODELED GRAV-     980,426.0   (mgal)                       NAVD 88
 ON0719
 ON0719  VERT ORDER  -  FIRST     CLASS II
 ON0719
 ON0719.The horizontal coordinates were scaled from a topographic map and have
 ON0719.an estimated accuracy of +/- 6 seconds.
 ON0719
 ON0719.The orthometric height was determined by differential leveling
 ON0719.and adjusted by the National Geodetic Survey in June 1991..
 ON0719
 ON0719.The geoid height was determined by GEOID03.
 ON0719
 ON0719.The dynamic height is computed by dividing the NAVD 88
 ON0719.geopotential number by the normal gravity value computed on the
 ON0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0719.degrees latitude (g = 980.6199 gals.).
 ON0719
 ON0719.The modeled gravity was interpolated from observed gravity values.
 ON0719
 ON0719;                    North         East    Units  Estimated Accuracy
 ON0719;SPC WI S     -   210,740.      513,650.      MT  (+/- 180 meters Scaled)
 ON0719
 ON0719                          SUPERSEDED SURVEY CONTROL
 ON0719
 ON0719.No superseded survey control is available for this station.
 ON0719
 ON0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ546616(NAD 83)
 ON0719_MARKER: DB = BENCH MARK DISK
 ON0719_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ON0719_SP_SET: PIER
 ON0719_STAMPING: D 231 1985
 ON0719_MARK LOGO: NGS   
 ON0719_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ON0719_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ON0719+STABILITY: POSITION/ELEVATION WELL
 ON0719_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0719+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2003
 ON0719
 ON0719  HISTORY     - Date     Condition        Report By
 ON0719  HISTORY     - 1985     MONUMENTED       NGS
 ON0719  HISTORY     - 20021008 GOOD             WIDT
 ON0719  HISTORY     - 20030519 GOOD             USPSQD
 ON0719
 ON0719                          STATION DESCRIPTION
 ON0719
 ON0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ON0719'20.9 KM (13.0 MI) EAST FROM LA CROSSE.
 ON0719'6.7 KM (4.15 MI) NORTH ALONG U.S. HIGHWAY 53 FROM ITS JUNCTION WITH
 ON0719'U.S. HIGHWAYS 14 AND 16 IN LA CROSSE, THENCE 14.2 KM (8.8 MI) EASTERLY
 ON0719'ALONG INTERSTATE HIGHWAY 90, SET VERTICALLY IN THE WEST FACE OF THE
 ON0719'MOST WESTERLY 1 OF 3 COLUMNS OF THE CENTER PIER OF COUNTY ROAD C
 ON0719'OVERPASS OF THE HIGHWAY (EXIT 12), 12.9 M (42.3 FT) SOUTH OF THE
 ON0719'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, AND 12.8 M (42.0 FT)
 ON0719'NORTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY.
 ON0719'THE MARK IS 1.4 M ABOVE THE GROUND.
 ON0719
 ON0719                          STATION RECOVERY (2002)
 ON0719
 ON0719'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (DJH)
 ON0719'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  THE STATION IS
 ON0719'LOCATED AT THE JUNCTION OF INTERSTATE HIGHWAY 90 WITH COUNTY HIGHWAY C
 ON0719'IN THE VILLAGE OF WEST SALEM.   THE STATION IS A BRONZE NATIONAL
 ON0719'GEODETIC SURVEY VERTICAL CONTROL STATION SET VERTICALLY IN THE WEST
 ON0719'FACE OF THE WESTERN 1 OF 3 PIER SUPPORTS ABOUT LEVEL WITH THE HIGHWAY
 ON0719'PAVEMENT.  THE STATION IS 12.5 M (41.0 FT) NORTH OF THE CENTERLINE OF
 ON0719'THE EASTBOUND LANES OF INTERSTATE HIGHWAY 90 AND 12.9 M (42.3 FT)
 ON0719'SOUTH OF THE CENTERLINE OF THE WESTBOUND LANES OF INTERSTATE HIGHWAY
 ON0719'90.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATION DUE TO
 ON0719'IT BEING SET VERTICALLY AND UNDER A BRIDGE.
 ON0719
 ON0719                          STATION RECOVERY (2003)
 ON0719
 ON0719'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 ON0719'RECOVERED IN GOOD CONDITION.  THE CONCRETE OVERPASS OBSTRUCTS
 ON0719'SATELLITE OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0500 ***********************************************************************
 PO0500  DESIGNATION -  D 232
 PO0500  PID         -  PO0500
 PO0500  STATE/COUNTY-  WI/WOOD
 PO0500  USGS QUAD   -  QUAIL POINT FLOWAGE (1984)
 PO0500
 PO0500                         *CURRENT SURVEY CONTROL
 PO0500  ___________________________________________________________________
 PO0500* NAD 83(1986)-  44 17 08.     (N)    090 07 51.     (W)     SCALED    
 PO0500* NAVD 88     -       295.089  (meters)     968.14   (feet)  ADJUSTED  
 PO0500  ___________________________________________________________________
 PO0500  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 PO0500  DYNAMIC HT  -         295.034 (meters)     967.96  (feet)  COMP
 PO0500  MODELED GRAV-     980,423.9   (mgal)                       NAVD 88
 PO0500
 PO0500  VERT ORDER  -  FIRST     CLASS II
 PO0500
 PO0500.The horizontal coordinates were scaled from a topographic map and have
 PO0500.an estimated accuracy of +/- 6 seconds.
 PO0500
 PO0500.The orthometric height was determined by differential leveling
 PO0500.and adjusted by the National Geodetic Survey in June 1991..
 PO0500
 PO0500.The geoid height was determined by GEOID03.
 PO0500
 PO0500.The dynamic height is computed by dividing the NAVD 88
 PO0500.geopotential number by the normal gravity value computed on the
 PO0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0500.degrees latitude (g = 980.6199 gals.).
 PO0500
 PO0500.The modeled gravity was interpolated from observed gravity values.
 PO0500
 PO0500;                    North         East    Units  Estimated Accuracy
 PO0500;SPC WI C     -    50,260.      589,560.      MT  (+/- 180 meters Scaled)
 PO0500
 PO0500                          SUPERSEDED SURVEY CONTROL
 PO0500
 PO0500.No superseded survey control is available for this station.
 PO0500
 PO0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK289075(NAD 83)
 PO0500_MARKER: F = FLANGE-ENCASED ROD
 PO0500_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PO0500_SP_SET: STAINLESS STEEL ROD
 PO0500_STAMPING: D 232 1985
 PO0500_MARK LOGO: NGS   
 PO0500_PROJECTION: RECESSED 3 CENTIMETERS
 PO0500_MAGNETIC: I = MARKER IS A STEEL ROD
 PO0500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PO0500_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PO0500+SATELLITE: SATELLITE OBSERVATIONS - 2004
 PO0500_ROD/PIPE-DEPTH: 4.3  meters
 PO0500
 PO0500  HISTORY     - Date     Condition        Report By
 PO0500  HISTORY     - 1985     MONUMENTED       NGS
 PO0500  HISTORY     - 19940430 GOOD             USPSQD
 PO0500  HISTORY     - 19970815 GOOD             NGS
 PO0500  HISTORY     - 2004     GOOD             WIDT
 PO0500
 PO0500                          STATION DESCRIPTION
 PO0500
 PO0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PO0500'3.4 KM (2.1 MI) SOUTH FROM BABCOCK.
 PO0500'3.4 KM (2.1 MI) SOUTHERLY ALONG STATE HIGHWAY 80 FROM ITS JUNCTION
 PO0500'WITH STATE HIGHWAY 173 IN BABCOCK, 21.7 M (71.2 FT) EAST OF THE
 PO0500'CENTERLINE OF THE HIGHWAY, 15.4 M (50.5 FT) WEST OF THE NEAR RAIL OF
 PO0500'THE CHICAGO, MILWAUKEE, ST PAUL, AND PACIFIC RAILROAD, AND 13.9 M
 PO0500'(45.6 FT) NORTH OF THE CENTER OF PALUCH LANE.  NOTE--ACCESS TO DATUM
 PO0500'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PO0500'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 PO0500'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 PO0500
 PO0500                          STATION RECOVERY (1994)
 PO0500
 PO0500'RECOVERY NOTE BY US POWER SQUADRON 1994
 PO0500'RECOVERED IN GOOD CONDITION.
 PO0500
 PO0500                          STATION RECOVERY (1997)
 PO0500
 PO0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 PO0500'RECOVERED AS DESCRIBED.
 PO0500
 PO0500                          STATION RECOVERY (2004)
 PO0500
 PO0500'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 PO0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 3.4 KM (2.1 MI) SOUTH FROM
 PO0500'BABCOCK. 3.4 KM (2.1 MI) SOUTHERLY ALONG STATE HIGHWAY 80 FROM ITS
 PO0500'JUNCTION WITH STATE HIGHWAY 173 IN BABCOCK, 21.7 M (71.2 FT) EAST OF
 PO0500'THE CENTERLINE OF THE HIGHWAY, 15.4 M (50.5 FT) WEST OF THE NEAR RAIL
 PO0500'OF THE CHICAGO, MILWAUKEE, ST PAUL, AND PACIFIC RAILROAD, AND 13.9 M
 PO0500'(45.6 FT) NORTH OF THE CENTER OF PALUCH LANE.  NOTE--ACCESS TO DATUM
 PO0500'POINT IS HAD THROUGH A 5-INCH (13 CM) LOGO CAP. THE MARK IS 0.3 M (1.0
 PO0500'FT) SOUTH FROM A WITNESS POST THE MARK IS 0.5 M (1.6 FT) BELOW THE
 PO0500'HIGHWAY.
 PO0500' 
 PO0500'RECOVERY NOTE BY US POWER SQUADRON 1994 RECOVERED IN GOOD CONDITION.
 PO0500' 
 PO0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM) RECOVERED AS
 PO0500'DESCRIBED.
 PO0500' 
 PO0500'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB7544 ***********************************************************************
 AB7544  DESIGNATION -  D 235
 AB7544  PID         -  AB7544
 AB7544  STATE/COUNTY-  WI/DOUGLAS
 AB7544  USGS QUAD   -  SUPERIOR (1994)
 AB7544
 AB7544                         *CURRENT SURVEY CONTROL
 AB7544  ___________________________________________________________________
 AB7544* NAD 83(1986)-  46 40 17.     (N)    092 00 06.     (W)     SCALED    
 AB7544* NAVD 88     -       197.519  (meters)     648.03   (feet)  ADJUSTED  
 AB7544  ___________________________________________________________________
 AB7544  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 AB7544  DYNAMIC HT  -         197.542 (meters)     648.10  (feet)  COMP
 AB7544  MODELED GRAV-     980,725.8   (mgal)                       NAVD 88
 AB7544
 AB7544  VERT ORDER  -  FIRST     CLASS II
 AB7544
 AB7544.The horizontal coordinates were scaled from a topographic map and have
 AB7544.an estimated accuracy of +/- 6 seconds.
 AB7544
 AB7544.The orthometric height was determined by differential leveling
 AB7544.and adjusted by the National Geodetic Survey in July 2002..
 AB7544
 AB7544.The geoid height was determined by GEOID03.
 AB7544
 AB7544.The dynamic height is computed by dividing the NAVD 88
 AB7544.geopotential number by the normal gravity value computed on the
 AB7544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7544.degrees latitude (g = 980.6199 gals.).
 AB7544
 AB7544.The modeled gravity was interpolated from observed gravity values.
 AB7544
 AB7544;                    North         East    Units  Estimated Accuracy
 AB7544;SPC WI N     -   169,180.      446,850.      MT  (+/- 180 meters Scaled)
 AB7544
 AB7544                          SUPERSEDED SURVEY CONTROL
 AB7544
 AB7544.No superseded survey control is available for this station.
 AB7544
 AB7544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM763691(NAD 83)
 AB7544_MARKER: I = METAL ROD
 AB7544_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB7544_STAMPING: D 235 1996
 AB7544_MARK LOGO: NGS   
 AB7544_PROJECTION: FLUSH
 AB7544_MAGNETIC: I = MARKER IS A STEEL ROD
 AB7544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7544+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2003
 AB7544_ROD/PIPE-DEPTH: 9.7  meters
 AB7544_SLEEVE-DEPTH  : 0.9 meters
 AB7544
 AB7544  HISTORY     - Date     Condition        Report By
 AB7544  HISTORY     - 1996     MONUMENTED       NGS
 AB7544  HISTORY     - 20031102 GOOD             USPSQD
 AB7544
 AB7544                          STATION DESCRIPTION
 AB7544
 AB7544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB7544'1.6 KM (1.00 MI) EASTERLY ALONG BELKNAP STREET AND THEN LENROOT
 AB7544'HIGHWAY FROM THE POST OFFICE IN SUPERIOR, THENCE 7.7 KM (4.80 MI)
 AB7544'SOUTHERLY ALONG U.S. HIGHWAY 53, 38.5 M (126.3 FT) NORTHEAST OF THE
 AB7544'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 11.0 M (36.1 FT)
 AB7544'SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD E, 3.2 M (10.5 FT)
 AB7544'SOUTHEAST OF THE NORTHWEST END OF A FENCE, 0.5 M (1.6 FT) BELOW THE
 AB7544'LEVEL OF THE ROAD, AND 0.4 M (1.3 FT) SOUTHWEST OF A WITNESS POST AND
 AB7544'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AB7544'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AB7544
 AB7544                          STATION RECOVERY (2003)
 AB7544
 AB7544'RECOVERY NOTE BY US POWER SQUADRON 2003 (CLB)
 AB7544'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0397 ***********************************************************************
 QL0397  DESIGNATION -  D 24
 QL0397  PID         -  QL0397
 QL0397  STATE/COUNTY-  WI/MARINETTE
 QL0397  USGS QUAD   -  PEMBINE (1982)
 QL0397
 QL0397                         *CURRENT SURVEY CONTROL
 QL0397  ___________________________________________________________________
 QL0397* NAD 83(1986)-  45 38 12.     (N)    087 53 56.     (W)     SCALED    
 QL0397* NAVD 88     -       251.820  (meters)     826.18   (feet)  ADJUSTED  
 QL0397  ___________________________________________________________________
 QL0397  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 QL0397  DYNAMIC HT  -         251.814 (meters)     826.16  (feet)  COMP
 QL0397  MODELED GRAV-     980,583.0   (mgal)                       NAVD 88
 QL0397
 QL0397  VERT ORDER  -  SECOND    CLASS 0
 QL0397
 QL0397.The horizontal coordinates were scaled from a topographic map and have
 QL0397.an estimated accuracy of +/- 6 seconds.
 QL0397
 QL0397.The orthometric height was determined by differential leveling
 QL0397.and adjusted by the National Geodetic Survey in June 1991..
 QL0397
 QL0397.The geoid height was determined by GEOID03.
 QL0397
 QL0397.The dynamic height is computed by dividing the NAVD 88
 QL0397.geopotential number by the normal gravity value computed on the
 QL0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0397.degrees latitude (g = 980.6199 gals.).
 QL0397
 QL0397.The modeled gravity was interpolated from observed gravity values.
 QL0397
 QL0397;                    North         East    Units  Estimated Accuracy
 QL0397;SPC WI C     -   202,520.      763,810.      MT  (+/- 180 meters Scaled)
 QL0397
 QL0397                          SUPERSEDED SURVEY CONTROL
 QL0397
 QL0397  NGVD 29 (??/??/92)  251.837  (m)          826.24   (f) ADJ UNCH    2 0
 QL0397
 QL0397.Superseded values are not recommended for survey control.
 QL0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0397.See file dsdata.txt to determine how the superseded data were derived.
 QL0397
 QL0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR299540(NAD 83)
 QL0397_MARKER: DB = BENCH MARK DISK
 QL0397_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QL0397_SP_SET: BRIDGE ABUTMENT
 QL0397_STAMPING: D 24 1934
 QL0397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0397_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0397+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 QL0397
 QL0397  HISTORY     - Date     Condition        Report By
 QL0397  HISTORY     - 1934     MONUMENTED       CGS
 QL0397  HISTORY     - 20051115 GOOD             WIDT
 QL0397
 QL0397                          STATION DESCRIPTION
 QL0397
 QL0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QL0397'5.4 MI E FROM PEMBINE.
 QL0397'5.4 MILES EAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QL0397'MARIE RAILROAD FROM THE STATION AT PEMBINE, MARINETTE COUNTY,
 QL0397'AT MILEAGE 294.9, AT THE BRIDGE OVER PEMBINE RIVER, IN THE TOP
 QL0397'OF THE NORTH END OF THE EAST CONCRETE ABUTMENT, AND 9 FEET NORTH
 QL0397'OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED
 QL0397'D 24 1934.
 QL0397
 QL0397                          STATION RECOVERY (2005)
 QL0397
 QL0397'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QL0397'RECOVERED IN GOOD CONDITION.  ADD THE STATION IS 310.9 M WEST OF THE
 QL0397'WEST CORNER OF A TRACK ROAD RUNNING NORTH AND EAST,  153.6 M WEST OF
 QL0397'MILE POST 295, 0.6 M SOUTH OF THE NORTH EDGE OF THE ABUTMENT, AND 0.3
 QL0397'M EAST OF THE WEST EDGE OF THE ABUTMENT.   NOTE STATION IS NOT
 QL0397'SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0159 ***********************************************************************
 QM0159  DESIGNATION -  D 25
 QM0159  PID         -  QM0159
 QM0159  STATE/COUNTY-  WI/FOREST
 QM0159  USGS QUAD   -  NEWALD (1981)
 QM0159
 QM0159                         *CURRENT SURVEY CONTROL
 QM0159  ___________________________________________________________________
 QM0159* NAD 83(1986)-  45 39 11.     (N)    088 39 06.     (W)     SCALED    
 QM0159* NAVD 88     -       460.707  (meters)    1511.50   (feet)  ADJUSTED  
 QM0159  ___________________________________________________________________
 QM0159  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 QM0159  DYNAMIC HT  -         460.683 (meters)    1511.42  (feet)  COMP
 QM0159  MODELED GRAV-     980,549.1   (mgal)                       NAVD 88
 QM0159
 QM0159  VERT ORDER  -  SECOND    CLASS 0
 QM0159
 QM0159.The horizontal coordinates were scaled from a topographic map and have
 QM0159.an estimated accuracy of +/- 6 seconds.
 QM0159
 QM0159.The orthometric height was determined by differential leveling
 QM0159.and adjusted by the National Geodetic Survey in June 1991..
 QM0159
 QM0159.The geoid height was determined by GEOID03.
 QM0159
 QM0159.The dynamic height is computed by dividing the NAVD 88
 QM0159.geopotential number by the normal gravity value computed on the
 QM0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0159.degrees latitude (g = 980.6199 gals.).
 QM0159
 QM0159.The modeled gravity was interpolated from observed gravity values.
 QM0159
 QM0159;                    North         East    Units  Estimated Accuracy
 QM0159;SPC WI N     -    54,950.      705,090.      MT  (+/- 180 meters Scaled)
 QM0159
 QM0159                          SUPERSEDED SURVEY CONTROL
 QM0159
 QM0159  NGVD 29 (??/??/92)  460.698  (m)         1511.47   (f) ADJ UNCH    2 0
 QM0159
 QM0159.Superseded values are not recommended for survey control.
 QM0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0159.See file dsdata.txt to determine how the superseded data were derived.
 QM0159
 QM0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR713568(NAD 83)
 QM0159_MARKER: DB = BENCH MARK DISK
 QM0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0159_STAMPING: D 25 1934
 QM0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0159+STABILITY: SURFACE MOTION
 QM0159
 QM0159  HISTORY     - Date     Condition        Report By
 QM0159  HISTORY     - 1934     MONUMENTED       CGS
 QM0159  HISTORY     - 20051116 MARK NOT FOUND   WIDT
 QM0159
 QM0159                          STATION DESCRIPTION
 QM0159
 QM0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QM0159'1 MI W FROM CAVOUR.
 QM0159'1.0 MILE WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QM0159'MARIE RAILROAD FROM THE STATION AT CAVOUR, FOREST COUNTY, AT
 QM0159'MILEAGE 255.2, 52 FEET WEST OF A PRIVATE-ROAD CROSSING, 21 FEET
 QM0159'NORTH OF THE CENTERLINE OF THE MAIN TRACK, AND 21 FEET SOUTH
 QM0159'OF A FENCE.  A STANDARD DISK, STAMPED D 25 1934 AND SET IN THE
 QM0159'TOP OF A CONCRETE POST.
 QM0159
 QM0159                          STATION RECOVERY (2005)
 QM0159
 QM0159'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0159'MARK NOT FOUND.  THE PRIVATE DRIVEWAY HAS BEEN REMOVED AND IS OCCUPIED
 QM0159'BY A POWER LINE. NO EVIDENCE OF THE STATION REMAINS AT THE DESCRIBED
 QM0159'LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0385 ***********************************************************************
 QL0385  DESIGNATION -  D 26
 QL0385  PID         -  QL0385
 QL0385  STATE/COUNTY-  WI/MARINETTE
 QL0385  USGS QUAD   -  PEMBINE (1982)
 QL0385
 QL0385                         *CURRENT SURVEY CONTROL
 QL0385  ___________________________________________________________________
 QL0385* NAD 83(1986)-  45 41 05.     (N)    087 59 14.     (W)     SCALED    
 QL0385* NAVD 88     -       304.645  (meters)     999.49   (feet)  ADJUSTED  
 QL0385  ___________________________________________________________________
 QL0385  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 QL0385  DYNAMIC HT  -         304.634 (meters)     999.45  (feet)  COMP
 QL0385  MODELED GRAV-     980,570.7   (mgal)                       NAVD 88
 QL0385
 QL0385  VERT ORDER  -  SECOND    CLASS 0
 QL0385
 QL0385.The horizontal coordinates were scaled from a topographic map and have
 QL0385.an estimated accuracy of +/- 6 seconds.
 QL0385
 QL0385.The orthometric height was determined by differential leveling
 QL0385.and adjusted by the National Geodetic Survey in June 1991..
 QL0385
 QL0385.The geoid height was determined by GEOID03.
 QL0385
 QL0385.The dynamic height is computed by dividing the NAVD 88
 QL0385.geopotential number by the normal gravity value computed on the
 QL0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0385.degrees latitude (g = 980.6199 gals.).
 QL0385
 QL0385.The modeled gravity was interpolated from observed gravity values.
 QL0385
 QL0385;                    North         East    Units  Estimated Accuracy
 QL0385;SPC WI C     -   207,680.      756,790.      MT  (+/- 180 meters Scaled)
 QL0385
 QL0385                          SUPERSEDED SURVEY CONTROL
 QL0385
 QL0385  NGVD 29 (??/??/92)  304.647  (m)          999.50   (f) ADJ UNCH    2 0
 QL0385
 QL0385.Superseded values are not recommended for survey control.
 QL0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0385.See file dsdata.txt to determine how the superseded data were derived.
 QL0385
 QL0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR231594(NAD 83)
 QL0385_MARKER: DB = BENCH MARK DISK
 QL0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0385_STAMPING: D 26 1934
 QL0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0385+STABILITY: SURFACE MOTION
 QL0385
 QL0385  HISTORY     - Date     Condition        Report By
 QL0385  HISTORY     - 1934     MONUMENTED       CGS
 QL0385  HISTORY     - 1963     MARK NOT FOUND   USGS
 QL0385  HISTORY     - 20051129 MARK NOT FOUND   WIDT
 QL0385
 QL0385                          STATION DESCRIPTION
 QL0385
 QL0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QL0385'3.5 MI N FROM PEMBINE.
 QL0385'3.5 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QL0385'PACIFIC RAILROAD FROM THE STATION AT PEMBINE, MARINETTE COUNTY,
 QL0385'17 FEET NORTH OF MILEPOST 281, AND 20 FEET EAST OF THE CENTERLINE
 QL0385'OF THE MAIN TRACK.  A STANDARD DISK, STAMPED D 26 1934 AND SET
 QL0385'IN THE TOP OF A CONCRETE POST.
 QL0385
 QL0385                          STATION RECOVERY (1963)
 QL0385
 QL0385'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 QL0385'MARK NOT FOUND.
 QL0385
 QL0385                          STATION RECOVERY (2005)
 QL0385
 QL0385'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QL0385'MARK NOT FOUND.   ADD RECOVERED THE MILEPOST AND THE PUBLISHED
 QL0385'DISTANCES INTERSECT AT A POINT IN AN AREA 9.1 M SOUTH OF A SNOWMOBILE
 QL0385'CROSSING THAT HAS BEEN REGRADED, NO EVIDENCE OF THE STATION WAS
 QL0385'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0311 ***********************************************************************
 QM0311  DESIGNATION -  D 29
 QM0311  PID         -  QM0311
 QM0311  STATE/COUNTY-  WI/LANGLADE
 QM0311  USGS QUAD   -  ELCHO (1973)
 QM0311
 QM0311                         *CURRENT SURVEY CONTROL
 QM0311  ___________________________________________________________________
 QM0311* NAD 83(1986)-  45 23 41.     (N)    089 11 35.     (W)     SCALED    
 QM0311* NAVD 88     -       513.750  (meters)    1685.53   (feet)  ADJUSTED  
 QM0311  ___________________________________________________________________
 QM0311  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 QM0311  DYNAMIC HT  -         513.691 (meters)    1685.33  (feet)  COMP
 QM0311  MODELED GRAV-     980,487.0   (mgal)                       NAVD 88
 QM0311
 QM0311  VERT ORDER  -  SECOND    CLASS 0
 QM0311
 QM0311.The horizontal coordinates were scaled from a topographic map and have
 QM0311.an estimated accuracy of +/- 6 seconds.
 QM0311
 QM0311.The orthometric height was determined by differential leveling
 QM0311.and adjusted by the National Geodetic Survey in June 1991..
 QM0311
 QM0311.The geoid height was determined by GEOID03.
 QM0311
 QM0311.The dynamic height is computed by dividing the NAVD 88
 QM0311.geopotential number by the normal gravity value computed on the
 QM0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0311.degrees latitude (g = 980.6199 gals.).
 QM0311
 QM0311.The modeled gravity was interpolated from observed gravity values.
 QM0311
 QM0311;                    North         East    Units  Estimated Accuracy
 QM0311;SPC WI C     -   173,820.      663,180.      MT  (+/- 180 meters Scaled)
 QM0311
 QM0311                          SUPERSEDED SURVEY CONTROL
 QM0311
 QM0311  NGVD 29 (??/??/92)  513.728  (m)         1685.46   (f) ADJ UNCH    2 0
 QM0311
 QM0311.Superseded values are not recommended for survey control.
 QM0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0311.See file dsdata.txt to determine how the superseded data were derived.
 QM0311
 QM0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR283291(NAD 83)
 QM0311_MARKER: DB = BENCH MARK DISK
 QM0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0311_STAMPING: D 29 1934
 QM0311_MARK LOGO: CGS   
 QM0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0311+STABILITY: SURFACE MOTION
 QM0311
 QM0311  HISTORY     - Date     Condition        Report By
 QM0311  HISTORY     - 1934     MONUMENTED       CGS
 QM0311  HISTORY     - 20050907 MARK NOT FOUND   WIDT
 QM0311
 QM0311                          STATION DESCRIPTION
 QM0311
 QM0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JDT)
 QM0311'1.2 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 QM0311'SUMMIT LAKE, LANGLADE COUNTY, 0.3 MILE SOUTH OF MILEPOST 226, 35 YARDS
 QM0311'NORTH OF CULVERT NO. 796, 15 YARDS EAST OF THE CENTERLINE OF THE
 QM0311'TRACK, 5 YARDS SOUTH OF THE CENTER OF A DIAGONAL ROAD CROSSING, AT A
 QM0311'FENCE, AND 11 YARDS SOUTH OF THE FENCE CORNER.  A STANDARD DISK
 QM0311'STAMPED D 29 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QM0311
 QM0311                          STATION RECOVERY (2005)
 QM0311
 QM0311'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0311'MARK NOT FOUND.  ADD--DISTANCES PLACE THE STATION IN THE GRAVEL ROAD
 QM0311'WAY, NO EVIDENCE OF THE STATION REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0007 ***********************************************************************
 NH0007  DESIGNATION -  D 3
 NH0007  PID         -  NH0007
 NH0007  STATE/COUNTY-  WI/RACINE
 NH0007  USGS QUAD   -  BURLINGTON (1987)
 NH0007
 NH0007                         *CURRENT SURVEY CONTROL
 NH0007  ___________________________________________________________________
 NH0007* NAD 83(1986)-  42 40 07.     (N)    088 15 26.     (W)     SCALED    
 NH0007* NAVD 88     -       234.501  (meters)     769.36   (feet)  ADJUSTED  
 NH0007  ___________________________________________________________________
 NH0007  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 NH0007  DYNAMIC HT  -         234.431 (meters)     769.13  (feet)  COMP
 NH0007  MODELED GRAV-     980,315.6   (mgal)                       NAVD 88
 NH0007
 NH0007  VERT ORDER  -  FIRST     CLASS II
 NH0007
 NH0007.The horizontal coordinates were scaled from a topographic map and have
 NH0007.an estimated accuracy of +/- 6 seconds.
 NH0007
 NH0007.The orthometric height was determined by differential leveling
 NH0007.and adjusted by the National Geodetic Survey in June 1991..
 NH0007
 NH0007.The geoid height was determined by GEOID03.
 NH0007
 NH0007.The dynamic height is computed by dividing the NAVD 88
 NH0007.geopotential number by the normal gravity value computed on the
 NH0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0007.degrees latitude (g = 980.6199 gals.).
 NH0007
 NH0007.The modeled gravity was interpolated from observed gravity values.
 NH0007
 NH0007;                    North         East    Units  Estimated Accuracy
 NH0007;SPC WI S     -    75,770.      742,860.      MT  (+/- 180 meters Scaled)
 NH0007
 NH0007                          SUPERSEDED SURVEY CONTROL
 NH0007
 NH0007  NGVD 29 (??/??/92)  234.576  (m)          769.60   (f) ADJ UNCH    1 2
 NH0007
 NH0007.Superseded values are not recommended for survey control.
 NH0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0007.See file dsdata.txt to determine how the superseded data were derived.
 NH0007
 NH0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN969247(NAD 83)
 NH0007_MARKER: DB = BENCH MARK DISK
 NH0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0007_STAMPING: 769.605 D 3 1930
 NH0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0007+STABILITY: SURFACE MOTION
 NH0007
 NH0007  HISTORY     - Date     Condition        Report By
 NH0007  HISTORY     - 1930     MONUMENTED       CGS
 NH0007  HISTORY     - 1945     GOOD             NGS
 NH0007  HISTORY     - 1945     MARK NOT FOUND   NGS
 NH0007
 NH0007                          STATION DESCRIPTION
 NH0007
 NH0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 NH0007'1.5 MI E FROM BURLINGTON.
 NH0007'ABOUT 1-1/2 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NH0007'AND PACIFIC RAILROAD FROM THE STATION AT BURLINGTON, RACINE
 NH0007'COUNTY, ABOUT 1/4 MILE EAST OF THE MINNEAPOLIS, ST. PAUL AND
 NH0007'SAULT STE MARIE RAILROAD CROSSING, AT THE OVERHEAD CROSSING OF
 NH0007'STATE HIGHWAY 43, NEAR THE TWO COLUMNS SOUTH OF THE TRACK, IN LINE
 NH0007'WITH THE LINE OF WESTERLY COLUMNS, 21.3 FEET FROM THE SOUTH
 NH0007'COLUMN, 15 FEET FROM THE COLUMN NEAREST THE TRACK, AND 24.5 FEET
 NH0007'SOUTH OF THE SOUTH RAIL.  A STANDARD DISK, STAMPED 769.605 D 3
 NH0007'1930 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- A NEW
 NH0007'HIGHWAY OVERPASS HAS BEEN CONSTRUCTED AND THE MARK MAY HAVE BEEN
 NH0007'DESTROYED.
 NH0007
 NH0007                          STATION RECOVERY (1945)
 NH0007
 NH0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 NH0007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0116 ***********************************************************************
 QM0116  DESIGNATION -  D 30
 QM0116  PID         -  QM0116
 QM0116  STATE/COUNTY-  WI/LANGLADE
 QM0116  USGS QUAD   -  WHITE LAKE (1973)
 QM0116
 QM0116                         *CURRENT SURVEY CONTROL
 QM0116  ___________________________________________________________________
 QM0116* NAD 83(1986)-  45 11 09.     (N)    088 45 40.     (W)     SCALED    
 QM0116* NAVD 88     -       408.194  (meters)    1339.22   (feet)  ADJUSTED  
 QM0116  ___________________________________________________________________
 QM0116  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 QM0116  DYNAMIC HT  -         408.141 (meters)    1339.04  (feet)  COMP
 QM0116  MODELED GRAV-     980,475.5   (mgal)                       NAVD 88
 QM0116
 QM0116  VERT ORDER  -  SECOND    CLASS 0
 QM0116
 QM0116.The horizontal coordinates were scaled from a topographic map and have
 QM0116.an estimated accuracy of +/- 6 seconds.
 QM0116
 QM0116.The orthometric height was determined by differential leveling
 QM0116.and adjusted by the National Geodetic Survey in June 1991..
 QM0116
 QM0116.The geoid height was determined by GEOID03.
 QM0116
 QM0116.The dynamic height is computed by dividing the NAVD 88
 QM0116.geopotential number by the normal gravity value computed on the
 QM0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0116.degrees latitude (g = 980.6199 gals.).
 QM0116
 QM0116.The modeled gravity was interpolated from observed gravity values.
 QM0116
 QM0116;                    North         East    Units  Estimated Accuracy
 QM0116;SPC WI C     -   151,030.      697,360.      MT  (+/- 180 meters Scaled)
 QM0116
 QM0116                          SUPERSEDED SURVEY CONTROL
 QM0116
 QM0116  NGVD 29 (??/??/92)  408.188  (m)         1339.20   (f) ADJ UNCH    2 0
 QM0116
 QM0116.Superseded values are not recommended for survey control.
 QM0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0116.See file dsdata.txt to determine how the superseded data were derived.
 QM0116
 QM0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR616051(NAD 83)
 QM0116_MARKER: DB = BENCH MARK DISK
 QM0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0116_STAMPING: D 30 1934
 QM0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0116+STABILITY: SURFACE MOTION
 QM0116
 QM0116  HISTORY     - Date     Condition        Report By
 QM0116  HISTORY     - 1934     MONUMENTED       CGS
 QM0116  HISTORY     - 20000730 MARK NOT FOUND   WIDT
 QM0116  HISTORY     - 20050906 MARK NOT FOUND   WIDT
 QM0116
 QM0116                          STATION DESCRIPTION
 QM0116
 QM0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QM0116'1.9 MI W FROM LANGLADE.
 QM0116'1.9 MILE W. OF LANGLADE ALONG SOO LINE R.R. AT WISCONSIN HIGHWAY
 QM0116'NO. 64 CROSSING, 2.4 MILES N. OF WHITE LAKE.  MARK IS 11 YDS. E. OF
 QM0116'CENTER LINE OF TRACK AND 43 YDS. N. OF CENTER OF CROSSING.
 QM0116
 QM0116                          STATION RECOVERY (2000)
 QM0116
 QM0116'RECOVERY NOTE BY WI DEPT OF TRANSP 2000 (DT)
 QM0116'MARK WAS SEARCHED FOR BUT NOT RECOVERED.  IT IS BELIEVED THIS MARK
 QM0116'WAS DESTROYED ABOUT 1994 WHEN WORK ON A NEARBY RAIL SIDING WAS
 QM0116'COMPLETED.
 QM0116
 QM0116                          STATION RECOVERY (2005)
 QM0116
 QM0116'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0116'MARK NOT FOUND. ADD--NO EVIDENCE OF THE STATION REMAINS AT THE
 QM0116'DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL0950 ***********************************************************************
 RL0950  DESIGNATION -  D 31
 RL0950  PID         -  RL0950
 RL0950  STATE/COUNTY-  WI/VILAS
 RL0950  USGS QUAD   -  PIONEER LAKE (1981)
 RL0950
 RL0950                         *CURRENT SURVEY CONTROL
 RL0950  ___________________________________________________________________
 RL0950* NAD 83(1986)-  46 06 10.     (N)    089 13 37.     (W)     SCALED    
 RL0950* NAVD 88     -       511.587  (meters)    1678.43   (feet)  ADJUSTED  
 RL0950  ___________________________________________________________________
 RL0950  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 RL0950  DYNAMIC HT  -         511.580 (meters)    1678.41  (feet)  COMP
 RL0950  MODELED GRAV-     980,585.3   (mgal)                       NAVD 88
 RL0950
 RL0950  VERT ORDER  -  SECOND    CLASS 0
 RL0950
 RL0950.The horizontal coordinates were scaled from a topographic map and have
 RL0950.an estimated accuracy of +/- 6 seconds.
 RL0950
 RL0950.The orthometric height was determined by differential leveling
 RL0950.and adjusted by the National Geodetic Survey in June 1991..
 RL0950
 RL0950.The geoid height was determined by GEOID03.
 RL0950
 RL0950.The dynamic height is computed by dividing the NAVD 88
 RL0950.geopotential number by the normal gravity value computed on the
 RL0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0950.degrees latitude (g = 980.6199 gals.).
 RL0950
 RL0950.The modeled gravity was interpolated from observed gravity values.
 RL0950
 RL0950;                    North         East    Units  Estimated Accuracy
 RL0950;SPC WI N     -   104,330.      659,770.      MT  (+/- 180 meters Scaled)
 RL0950
 RL0950                          SUPERSEDED SURVEY CONTROL
 RL0950
 RL0950  NGVD 29 (??/??/92)  511.597  (m)         1678.46   (f) ADJ UNCH    2 0
 RL0950
 RL0950.Superseded values are not recommended for survey control.
 RL0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0950.See file dsdata.txt to determine how the superseded data were derived.
 RL0950
 RL0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS278078(NAD 83)
 RL0950_MARKER: DB = BENCH MARK DISK
 RL0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0950_STAMPING: D 31 1934
 RL0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0950+STABILITY: SURFACE MOTION
 RL0950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL0950+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2005
 RL0950
 RL0950  HISTORY     - Date     Condition        Report By
 RL0950  HISTORY     - 1934     MONUMENTED       CGS
 RL0950  HISTORY     - 19960620 GOOD             USPSQD
 RL0950  HISTORY     - 20010619 GOOD             USPSQD
 RL0950  HISTORY     - 20051005 GOOD             WIDT
 RL0950
 RL0950                          STATION DESCRIPTION
 RL0950
 RL0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL0950'3.5 MI N FROM CONOVER.
 RL0950'3.5 MILES NORTH ALONG U.S. HIGHWAY 45 FROM CONOVER, VILAS COUNTY,
 RL0950'AT THE BLUE GRILL TEA ROOM, NEAR A FLAGPOLE IN FRONT OF THE
 RL0950'BUILDING, AND 24 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 RL0950'A STANDARD DISK, STAMPED D 31 1934 AND SET IN THE TOP OF A
 RL0950'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 RL0950
 RL0950                          STATION RECOVERY (1996)
 RL0950
 RL0950'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0950'RECOVERED IN GOOD CONDITION.
 RL0950
 RL0950                          STATION RECOVERY (2001)
 RL0950
 RL0950'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0950'RECOVERED IN GOOD CONDITION.
 RL0950
 RL0950                          STATION RECOVERY (2005)
 RL0950
 RL0950'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL0950'RECOVERED IN GOOD CONDITION.  -NEW DESCRIPTION AS FOLLOWS- AT LANNY'S
 RL0950'FIRESIDE SUPPER CLUB ON THE WEST SHORE OF LAKE PLEASANT, THE STATION
 RL0950'IS 28.9 M EAST AND 0.3 M NORTH OF THE NORTHEAST CORNER OF THE
 RL0950'NORTHERLY ADDITION TO LANNY'S FIRESIDE SUPPER CLUB, 23.3 M NORTH OF A
 RL0950'-LAKE PLEASANT-ROAD INFORMATION SIGN,
 RL0950'12.8 M NORTH OF THE CENTERLINE OF A CONCRETE STAIRWELL FROM STATE
 RL0950'HIGHWAY 45 DOWN TO LAKE PLEASANT, 12.2 M SOUTHEAST OF A -NO PARKING-
 RL0950'SIGN, 9.8 M EAST OF THE CENTERLINE OF STATE HIGHWAY 45, 7.6 M WEST OF
 RL0950'THE WEST BANK OF LAKE PLEASANT, 0.2 M WEST OF A WHITE PLASTIC WITNESS
 RL0950'POST WITH A COUNTY SURVEYOR'S GPS LABEL ON IT, AND PROTRUDES 24 CM
 RL0950'ABOVE THE ADJACENT GROUND.
 RL0950'-NOTE-THE STATION WAS PREVIOUSLY DESCRIBED AS BEING ON THE WEST SIDE
 RL0950'OF STATE HIGHWAY 45, BUT IS ACTUALLY ON THE EAST SIDE OF STATE HIGHWAY
 RL0950'45. -NOTE2- LARGE PINE TREE TO THE NORTHEAST MAY OBSTRUCT SATELITES TO
 RL0950'THE NORTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0358 ***********************************************************************
 QM0358  DESIGNATION -  D 32
 QM0358  PID         -  QM0358
 QM0358  STATE/COUNTY-  WI/LINCOLN
 QM0358  USGS QUAD   -  MERRILL (1982)
 QM0358
 QM0358                         *CURRENT SURVEY CONTROL
 QM0358  ___________________________________________________________________
 QM0358* NAD 83(1986)-  45 10 52.     (N)    089 40 58.     (W)     SCALED    
 QM0358* NAVD 88     -       386.489  (meters)    1268.01   (feet)  ADJUSTED  
 QM0358  ___________________________________________________________________
 QM0358  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 QM0358  DYNAMIC HT  -         386.449 (meters)    1267.87  (feet)  COMP
 QM0358  MODELED GRAV-     980,501.5   (mgal)                       NAVD 88
 QM0358
 QM0358  VERT ORDER  -  SECOND    CLASS 0
 QM0358
 QM0358.The horizontal coordinates were scaled from a topographic map and have
 QM0358.an estimated accuracy of +/- 6 seconds.
 QM0358
 QM0358.The orthometric height was determined by differential leveling
 QM0358.and adjusted by the National Geodetic Survey in June 1991..
 QM0358
 QM0358.The geoid height was determined by GEOID03.
 QM0358
 QM0358.The dynamic height is computed by dividing the NAVD 88
 QM0358.geopotential number by the normal gravity value computed on the
 QM0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0358.degrees latitude (g = 980.6199 gals.).
 QM0358
 QM0358.The modeled gravity was interpolated from observed gravity values.
 QM0358
 QM0358;                    North         East    Units  Estimated Accuracy
 QM0358;SPC WI C     -   149,810.      624,930.      MT  (+/- 180 meters Scaled)
 QM0358
 QM0358                          SUPERSEDED SURVEY CONTROL
 QM0358
 QM0358  NGVD 29 (??/??/92)  386.496  (m)         1268.03   (f) ADJ UNCH    2 0
 QM0358
 QM0358.Superseded values are not recommended for survey control.
 QM0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0358.See file dsdata.txt to determine how the superseded data were derived.
 QM0358
 QM0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR892065(NAD 83)
 QM0358_MARKER: DB = BENCH MARK DISK
 QM0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0358_STAMPING: D 32 1934
 QM0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0358+STABILITY: SURFACE MOTION
 QM0358
 QM0358  HISTORY     - Date     Condition        Report By
 QM0358  HISTORY     - 1934     MONUMENTED       CGS
 QM0358  HISTORY     - 1934     GOOD             NGS
 QM0358  HISTORY     - 20011006 MARK NOT FOUND   USPSQD
 QM0358  HISTORY     - 20030928 MARK NOT FOUND   USPSQD
 QM0358
 QM0358                          STATION DESCRIPTION
 QM0358
 QM0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QM0358'AT MERRILL.
 QM0358'AT MERRILL, LINCOLN COUNTY, AT THE COUNTY COURTHOUSE, IN THE
 QM0358'COURTHOUSE YARD, ABOUT 100 FEET WEST OF THE CENTERLINE OF
 QM0358'CENTER AVENUE, 40 FEET EAST OF THE WALK LEADING TO THE SOUTH
 QM0358'ENTRANCE TO THE BUILDING, AND 15 FEET NORTH OF THE NORTH CURB
 QM0358'OF MAIN STREET.  A STANDARD DISK, STAMPED D 32 1934 AND SET IN
 QM0358'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 QM0358
 QM0358                          STATION RECOVERY (2001)
 QM0358
 QM0358'RECOVERY NOTE BY US POWER SQUADRON 2001 (DS)
 QM0358'MARK NOT FOUND.
 QM0358
 QM0358                          STATION RECOVERY (2003)
 QM0358
 QM0358'RECOVERY NOTE BY US POWER SQUADRON 2003 (DS)
 QM0358'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0048 ***********************************************************************
 PO0048  DESIGNATION -  D 35
 PO0048  PID         -  PO0048
 PO0048  STATE/COUNTY-  WI/MARATHON
 PO0048  USGS QUAD   -  MARSHFIELD (1979)
 PO0048
 PO0048                         *CURRENT SURVEY CONTROL
 PO0048  ___________________________________________________________________
 PO0048* NAD 83(1986)-  44 40 14.     (N)    090 10 12.     (W)     SCALED    
 PO0048* NAVD 88     -       387.171  (meters)    1270.24   (feet)  ADJUSTED  
 PO0048  ___________________________________________________________________
 PO0048  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 PO0048  DYNAMIC HT  -         387.105 (meters)    1270.03  (feet)  COMP
 PO0048  MODELED GRAV-     980,435.3   (mgal)                       NAVD 88
 PO0048
 PO0048  VERT ORDER  -  SECOND    CLASS 0
 PO0048
 PO0048.The horizontal coordinates were scaled from a topographic map and have
 PO0048.an estimated accuracy of +/- 6 seconds.
 PO0048
 PO0048.The orthometric height was determined by differential leveling
 PO0048.and adjusted by the National Geodetic Survey in June 1991..
 PO0048
 PO0048.The geoid height was determined by GEOID03.
 PO0048
 PO0048.The dynamic height is computed by dividing the NAVD 88
 PO0048.geopotential number by the normal gravity value computed on the
 PO0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0048.degrees latitude (g = 980.6199 gals.).
 PO0048
 PO0048.The modeled gravity was interpolated from observed gravity values.
 PO0048
 PO0048;                    North         East    Units  Estimated Accuracy
 PO0048;SPC WI C     -    93,050.      586,520.      MT  (+/- 180 meters Scaled)
 PO0048
 PO0048                          SUPERSEDED SURVEY CONTROL
 PO0048
 PO0048  NGVD 29 (??/??/92)  387.182  (m)         1270.28   (f) ADJ UNCH    2 0
 PO0048
 PO0048.Superseded values are not recommended for survey control.
 PO0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0048.See file dsdata.txt to determine how the superseded data were derived.
 PO0048
 PO0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK243502(NAD 83)
 PO0048_MARKER: DB = BENCH MARK DISK
 PO0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0048_STAMPING: D 35 1934
 PO0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0048+STABILITY: SURFACE MOTION
 PO0048
 PO0048  HISTORY     - Date     Condition        Report By
 PO0048  HISTORY     - 1934     MONUMENTED       CGS
 PO0048  HISTORY     - 1938     MARK NOT FOUND   LOCENG
 PO0048
 PO0048                          STATION DESCRIPTION
 PO0048
 PO0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PO0048'AT MARSHFIELD.
 PO0048'IN MARATHON COUNTY, AT MARSHFIELD, ON THE CHICAGO AND NORTH
 PO0048'WESTERN RAILWAY, AT THE CENTER OF THE PARKWAY OF NORTH CENTRAL
 PO0048'AVENUE, 2 FEET SOUTH OF A WARNING BELL, AND 17 FEET SOUTH OF THE
 PO0048'CENTER LINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED D 35
 PO0048'1934 AND SET IN THE TOP OF A CONCRETE POST.
 PO0048
 PO0048                          STATION RECOVERY (1938)
 PO0048
 PO0048'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1938
 PO0048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0599 ***********************************************************************
 PN0599  DESIGNATION -  D 36
 PN0599  PID         -  PN0599
 PN0599  STATE/COUNTY-  WI/MARATHON
 PN0599  USGS QUAD   -  WAUSAU WEST (1993)
 PN0599
 PN0599                         *CURRENT SURVEY CONTROL
 PN0599  ___________________________________________________________________
 PN0599* NAD 83(1986)-  44 57 18.     (N)    089 39 18.     (W)     SCALED    
 PN0599* NAVD 88     -       365.396  (meters)    1198.80   (feet)  ADJUSTED  
 PN0599  ___________________________________________________________________
 PN0599  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 PN0599  DYNAMIC HT  -         365.344 (meters)    1198.63  (feet)  COMP
 PN0599  MODELED GRAV-     980,463.0   (mgal)                       NAVD 88
 PN0599
 PN0599  VERT ORDER  -  SECOND    CLASS 0
 PN0599
 PN0599.The horizontal coordinates were scaled from a topographic map and have
 PN0599.an estimated accuracy of +/- 6 seconds.
 PN0599
 PN0599.The orthometric height was determined by differential leveling
 PN0599.and adjusted by the National Geodetic Survey in June 1991..
 PN0599
 PN0599.The geoid height was determined by GEOID03.
 PN0599
 PN0599.The dynamic height is computed by dividing the NAVD 88
 PN0599.geopotential number by the normal gravity value computed on the
 PN0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0599.degrees latitude (g = 980.6199 gals.).
 PN0599
 PN0599.The modeled gravity was interpolated from observed gravity values.
 PN0599
 PN0599;                    North         East    Units  Estimated Accuracy
 PN0599;SPC WI C     -   124,700.      627,220.      MT  (+/- 180 meters Scaled)
 PN0599
 PN0599                          SUPERSEDED SURVEY CONTROL
 PN0599
 PN0599  NGVD 29 (??/??/92)  365.408  (m)         1198.84   (f) ADJ UNCH    2 0
 PN0599
 PN0599.Superseded values are not recommended for survey control.
 PN0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0599.See file dsdata.txt to determine how the superseded data were derived.
 PN0599
 PN0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ905813(NAD 83)
 PN0599_MARKER: DB = BENCH MARK DISK
 PN0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0599+STABILITY: SURFACE MOTION
 PN0599
 PN0599  HISTORY     - Date     Condition        Report By
 PN0599  HISTORY     - UNK      MONUMENTED       CGS
 PN0599  HISTORY     - 1934     GOOD             NGS
 PN0599  HISTORY     - 1962     MARK NOT FOUND   USGS
 PN0599  HISTORY     - 20031028 MARK NOT FOUND   WIDT
 PN0599
 PN0599                          STATION DESCRIPTION
 PN0599
 PN0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PN0599'1.2 MI W FROM WAUSAU.
 PN0599'1.2 MILES WEST OF WAUSAU DEPOT 34 FEET NORTH OF CENTER OF MAIN
 PN0599'TRACK OF C. AND N.W. RY. 2 FEET EAST OF FENCE CORNER 18 FEET
 PN0599'EAST OF CENTER OF ROAD
 PN0599
 PN0599                          STATION RECOVERY (1962)
 PN0599
 PN0599'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 PN0599'MARK NOT FOUND.
 PN0599
 PN0599                          STATION RECOVERY (2003)
 PN0599
 PN0599'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PN0599'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0357 ***********************************************************************
 PN0357  DESIGNATION -  D 37
 PN0357  PID         -  PN0357
 PN0357  STATE/COUNTY-  WI/MARATHON
 PN0357  USGS QUAD   -  WITTENBERG (1982)
 PN0357
 PN0357                         *CURRENT SURVEY CONTROL
 PN0357  ___________________________________________________________________
 PN0357* NAD 83(1986)-  44 45 13.     (N)    089 14 41.     (W)     SCALED    
 PN0357* NAVD 88     -       361.174  (meters)    1184.95   (feet)  ADJUSTED  
 PN0357  ___________________________________________________________________
 PN0357  GEOID HEIGHT-         -35.86  (meters)                     GEOID03
 PN0357  DYNAMIC HT  -         361.110 (meters)    1184.74  (feet)  COMP
 PN0357  MODELED GRAV-     980,430.9   (mgal)                       NAVD 88
 PN0357
 PN0357  VERT ORDER  -  SECOND    CLASS 0
 PN0357
 PN0357.The horizontal coordinates were scaled from a topographic map and have
 PN0357.an estimated accuracy of +/- 6 seconds.
 PN0357
 PN0357.The orthometric height was determined by differential leveling
 PN0357.and adjusted by the National Geodetic Survey in June 1991..
 PN0357
 PN0357.The geoid height was determined by GEOID03.
 PN0357
 PN0357.The dynamic height is computed by dividing the NAVD 88
 PN0357.geopotential number by the normal gravity value computed on the
 PN0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0357.degrees latitude (g = 980.6199 gals.).
 PN0357
 PN0357.The modeled gravity was interpolated from observed gravity values.
 PN0357
 PN0357;                    North         East    Units  Estimated Accuracy
 PN0357;SPC WI C     -   102,540.      659,800.      MT  (+/- 180 meters Scaled)
 PN0357
 PN0357                          SUPERSEDED SURVEY CONTROL
 PN0357
 PN0357  NGVD 29 (??/??/92)  361.193  (m)         1185.01   (f) ADJ UNCH    2 0
 PN0357
 PN0357.Superseded values are not recommended for survey control.
 PN0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0357.See file dsdata.txt to determine how the superseded data were derived.
 PN0357
 PN0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ223580(NAD 83)
 PN0357_MARKER: DB = BENCH MARK DISK
 PN0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0357+STABILITY: SURFACE MOTION
 PN0357
 PN0357  HISTORY     - Date     Condition        Report By
 PN0357  HISTORY     - UNK      MONUMENTED       CGS
 PN0357  HISTORY     - 1934     GOOD             NGS
 PN0357  HISTORY     - 20031020 MARK NOT FOUND   WIDT
 PN0357
 PN0357                          STATION DESCRIPTION
 PN0357
 PN0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PN0357'2.1 MI S FROM ELDERON.
 PN0357'IN THE SOUTHEAST CORNER OF COUNTY ROAD CROSSING.  27 FT. EAST OF
 PN0357'CENTERLINE OF C. AND N.W. R.R. ABOUT 40 FT. SOUTH OF ROAD.
 PN0357'53 FT. NORTH OF MILE POST 10.
 PN0357
 PN0357                          STATION RECOVERY (2003)
 PN0357
 PN0357'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PN0357'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0469 ***********************************************************************
 PN0469  DESIGNATION -  D 39
 PN0469  PID         -  PN0469
 PN0469  STATE/COUNTY-  WI/WOOD
 PN0469  USGS QUAD   -  WISCONSIN RAPIDS NORTH (1984)
 PN0469
 PN0469                         *CURRENT SURVEY CONTROL
 PN0469  ___________________________________________________________________
 PN0469* NAD 83(1986)-  44 25 04.     (N)    089 49 21.     (W)     SCALED    
 PN0469* NAVD 88     -       312.107  (meters)    1023.97   (feet)  ADJUSTED  
 PN0469  ___________________________________________________________________
 PN0469  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 PN0469  DYNAMIC HT  -         312.051 (meters)    1023.79  (feet)  COMP
 PN0469  MODELED GRAV-     980,431.2   (mgal)                       NAVD 88
 PN0469
 PN0469  VERT ORDER  -  SECOND    CLASS 0
 PN0469
 PN0469.The horizontal coordinates were scaled from a topographic map and have
 PN0469.an estimated accuracy of +/- 6 seconds.
 PN0469
 PN0469.The orthometric height was determined by differential leveling
 PN0469.and adjusted by the National Geodetic Survey in June 1991..
 PN0469
 PN0469.The geoid height was determined by GEOID03.
 PN0469
 PN0469.The dynamic height is computed by dividing the NAVD 88
 PN0469.geopotential number by the normal gravity value computed on the
 PN0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0469.degrees latitude (g = 980.6199 gals.).
 PN0469
 PN0469.The modeled gravity was interpolated from observed gravity values.
 PN0469
 PN0469;                    North         East    Units  Estimated Accuracy
 PN0469;SPC WI C     -    64,960.      614,140.      MT  (+/- 180 meters Scaled)
 PN0469
 PN0469                          SUPERSEDED SURVEY CONTROL
 PN0469
 PN0469  NGVD 29 (??/??/92)  312.127  (m)         1024.04   (f) ADJ UNCH    2 0
 PN0469
 PN0469.Superseded values are not recommended for survey control.
 PN0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0469.See file dsdata.txt to determine how the superseded data were derived.
 PN0469
 PN0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ753221(NAD 83)
 PN0469_MARKER: DB = BENCH MARK DISK
 PN0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0469_STAMPING: D 39 1934
 PN0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0469+STABILITY: SURFACE MOTION
 PN0469
 PN0469  HISTORY     - Date     Condition        Report By
 PN0469  HISTORY     - 1934     MONUMENTED       CGS
 PN0469  HISTORY     - 20031023 MARK NOT FOUND   WIDT
 PN0469
 PN0469                          STATION DESCRIPTION
 PN0469
 PN0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0469'1.6 MI N FROM WISCONSIN RAPIDS.
 PN0469'1.6 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PN0469'PACIFIC RAILROAD FROM THE STATION AT WISCONSIN RAPIDS, WOOD COUNTY,
 PN0469'3 POLES SOUTH OF MILEPOST 51, AT A ROAD CROSSING, 21 FEET NORTH OF
 PN0469'THE CENTERLINE OF THE ROAD, 17 FEET WEST OF THE CENTERLINE OF THE
 PN0469'MAIN TRACK, AND 2 FEET NORTHWEST OF A SIGN READING LOOK OUT FOR
 PN0469'THE CARS.  A STANDARD DISK, STAMPED D 39 1934 AND SET IN THE TOP
 PN0469'OF A CONCRETE POST.
 PN0469
 PN0469                          STATION RECOVERY (2003)
 PN0469
 PN0469'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PN0469'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0133 ***********************************************************************
 RM0133  DESIGNATION -  D 40
 RM0133  PID         -  RM0133
 RM0133  STATE/COUNTY-  WI/ASHLAND
 RM0133  USGS QUAD   -  BUTTERNUT (1984)
 RM0133
 RM0133                         *CURRENT SURVEY CONTROL
 RM0133  ___________________________________________________________________
 RM0133* NAD 83(1986)-  46 00 47.     (N)    090 29 34.     (W)     SCALED    
 RM0133* NAVD 88     -       458.149  (meters)    1503.11   (feet)  ADJUSTED  
 RM0133  ___________________________________________________________________
 RM0133  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 RM0133  DYNAMIC HT  -         458.142 (meters)    1503.09  (feet)  COMP
 RM0133  MODELED GRAV-     980,587.1   (mgal)                       NAVD 88
 RM0133
 RM0133  VERT ORDER  -  SECOND    CLASS 0
 RM0133
 RM0133.The horizontal coordinates were scaled from a topographic map and have
 RM0133.an estimated accuracy of +/- 6 seconds.
 RM0133
 RM0133.The orthometric height was determined by differential leveling
 RM0133.and adjusted by the National Geodetic Survey in June 1991..
 RM0133
 RM0133.The geoid height was determined by GEOID03.
 RM0133
 RM0133.The dynamic height is computed by dividing the NAVD 88
 RM0133.geopotential number by the normal gravity value computed on the
 RM0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0133.degrees latitude (g = 980.6199 gals.).
 RM0133
 RM0133.The modeled gravity was interpolated from observed gravity values.
 RM0133
 RM0133;                    North         East    Units  Estimated Accuracy
 RM0133;SPC WI N     -    94,190.      561,840.      MT  (+/- 180 meters Scaled)
 RM0133
 RM0133                          SUPERSEDED SURVEY CONTROL
 RM0133
 RM0133  NGVD 29 (??/??/92)  458.145  (m)         1503.10   (f) ADJ UNCH    2 0
 RM0133
 RM0133.Superseded values are not recommended for survey control.
 RM0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0133.See file dsdata.txt to determine how the superseded data were derived.
 RM0133
 RM0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL940985(NAD 83)
 RM0133_MARKER: DB = BENCH MARK DISK
 RM0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0133_STAMPING: D 40 1934
 RM0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0133+STABILITY: SURFACE MOTION
 RM0133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0133+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2003
 RM0133
 RM0133  HISTORY     - Date     Condition        Report By
 RM0133  HISTORY     - 1934     MONUMENTED       CGS
 RM0133  HISTORY     - 19960527 GOOD             USPSQD
 RM0133  HISTORY     - 20030905 GOOD             USPSQD
 RM0133
 RM0133                          STATION DESCRIPTION
 RM0133
 RM0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RM0133'AT BUTTERNUT.
 RM0133'AT BUTTERNUT, ASHLAND COUNTY, 48 FEET NORTH AND 72 FEET EAST
 RM0133'OF THE NORTHEAST CORNER OF THE MINNEAPOLIS, ST. PAUL AND SAULT
 RM0133'STE. MARIE RAILWAY STATION, ABOUT 60 FEET EAST OF THE MAIN
 RM0133'TRACK, AND 8 FEET NORTH OF A FLAGPOLE.  A STANDARD DISK, STAMPED
 RM0133'D 40 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RM0133
 RM0133                          STATION RECOVERY (1996)
 RM0133
 RM0133'RECOVERY NOTE BY US POWER SQUADRON 1996
 RM0133'RECOVERED IN GOOD CONDITION.
 RM0133
 RM0133                          STATION RECOVERY (2003)
 RM0133
 RM0133'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0133'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 8 FEET NORTH OF A
 RM0133'FLAG POLE AT THE NORTHERN EDGE OF THE FLAG POLE'S CONCRETE BASE
 RM0133'BETWEEN THE RAILROAD TRACKS AND MAIN STREET SOUTH OF MICHIGAN STREET.
 RM0133'THE POST PROJECTS 5 INCHES.
 RM0133'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 13 AND COUNTY ROAD F
 RM0133'IN BUTTERNUT, GO EAST ON MICHIGAN STREET (CTH F) FOR 0.2 MILE TO THE
 RM0133'RAILROAD CROSSING.  CONTINUE ACROSS THE RAILROAD TO THE STATION ON THE
 RM0133'RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0191 ***********************************************************************
 QN0191  DESIGNATION -  D 42
 QN0191  PID         -  QN0191
 QN0191  STATE/COUNTY-  WI/SAWYER
 QN0191  USGS QUAD   -  COUDERAY (1971)
 QN0191
 QN0191                         *CURRENT SURVEY CONTROL
 QN0191  ___________________________________________________________________
 QN0191* NAD 83(1986)-  45 45 14.     (N)    091 21 24.     (W)     SCALED    
 QN0191* NAVD 88     -       409.847  (meters)    1344.64   (feet)  ADJUSTED  
 QN0191  ___________________________________________________________________
 QN0191  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 QN0191  DYNAMIC HT  -         409.823 (meters)    1344.56  (feet)  COMP
 QN0191  MODELED GRAV-     980,544.4   (mgal)                       NAVD 88
 QN0191
 QN0191  VERT ORDER  -  SECOND    CLASS 0
 QN0191
 QN0191.The horizontal coordinates were scaled from a topographic map and have
 QN0191.an estimated accuracy of +/- 6 seconds.
 QN0191
 QN0191.The orthometric height was determined by differential leveling
 QN0191.and adjusted by the National Geodetic Survey in June 1991..
 QN0191
 QN0191.The geoid height was determined by GEOID03.
 QN0191
 QN0191.The dynamic height is computed by dividing the NAVD 88
 QN0191.geopotential number by the normal gravity value computed on the
 QN0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0191.degrees latitude (g = 980.6199 gals.).
 QN0191
 QN0191.The modeled gravity was interpolated from observed gravity values.
 QN0191
 QN0191;                    North         East    Units  Estimated Accuracy
 QN0191;SPC WI N     -    66,170.      494,450.      MT  (+/- 180 meters Scaled)
 QN0191
 QN0191                          SUPERSEDED SURVEY CONTROL
 QN0191
 QN0191  NGVD 29 (??/??/92)  409.880  (m)         1344.75   (f) ADJ UNCH    2 0
 QN0191
 QN0191.Superseded values are not recommended for survey control.
 QN0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0191.See file dsdata.txt to determine how the superseded data were derived.
 QN0191
 QN0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL278680(NAD 83)
 QN0191_MARKER: DB = BENCH MARK DISK
 QN0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0191_STAMPING: D 42 1934
 QN0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0191+STABILITY: SURFACE MOTION
 QN0191
 QN0191  HISTORY     - Date     Condition        Report By
 QN0191  HISTORY     - 1934     MONUMENTED       CGS
 QN0191  HISTORY     - 1971     GOOD             USGS
 QN0191  HISTORY     - 1971     GOOD             NGS
 QN0191  HISTORY     - 1979     GOOD             NGS
 QN0191
 QN0191                          STATION DESCRIPTION
 QN0191
 QN0191'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 QN0191'AT LEMINGTON.
 QN0191'AT LEMINGTON, SAWYER CO., NEAR SW COR. SEC 22, 40 FT. S. OF OLD
 QN0191'RR GRADE WHICH IS NOW A SNOWMOBILE TRAIL AND 250 FT. E. OF CO.
 QN0191'HWY. C.  A STANDARD DISK, STAMPED D 42 1934 AND SET IN THE TOP
 QN0191'OF A CONCRETE POST.  1 FT. N. OF A METAL WITNESS POST.
 QN0191
 QN0191                          STATION RECOVERY (1971)
 QN0191
 QN0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 QN0191'RECOVERED IN GOOD CONDITION.
 QN0191
 QN0191                          STATION RECOVERY (1979)
 QN0191
 QN0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 QN0191'NOT LEVELED THIS SURVEY, OFF MAIN LEVEL LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0367 ***********************************************************************
 QM0367  DESIGNATION -  D 45
 QM0367  PID         -  QM0367
 QM0367  STATE/COUNTY-  WI/LINCOLN
 QM0367  USGS QUAD   -  PINE DELLS (1982)
 QM0367
 QM0367                         *CURRENT SURVEY CONTROL
 QM0367  ___________________________________________________________________
 QM0367* NAD 83(1986)-  45 10 39.     (N)    089 30 44.     (W)     SCALED    
 QM0367* NAVD 88     -       437.849  (meters)    1436.51   (feet)  ADJUSTED  
 QM0367  ___________________________________________________________________
 QM0367  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 QM0367  DYNAMIC HT  -         437.798 (meters)    1436.34  (feet)  COMP
 QM0367  MODELED GRAV-     980,486.7   (mgal)                       NAVD 88
 QM0367
 QM0367  VERT ORDER  -  SECOND    CLASS 0
 QM0367
 QM0367.The horizontal coordinates were scaled from a topographic map and have
 QM0367.an estimated accuracy of +/- 6 seconds.
 QM0367
 QM0367.The orthometric height was determined by differential leveling
 QM0367.and adjusted by the National Geodetic Survey in June 1991..
 QM0367
 QM0367.The geoid height was determined by GEOID03.
 QM0367
 QM0367.The dynamic height is computed by dividing the NAVD 88
 QM0367.geopotential number by the normal gravity value computed on the
 QM0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0367.degrees latitude (g = 980.6199 gals.).
 QM0367
 QM0367.The modeled gravity was interpolated from observed gravity values.
 QM0367
 QM0367;                    North         East    Units  Estimated Accuracy
 QM0367;SPC WI C     -   149,480.      638,340.      MT  (+/- 180 meters Scaled)
 QM0367
 QM0367                          SUPERSEDED SURVEY CONTROL
 QM0367
 QM0367  NGVD 29 (??/??/92)  437.852  (m)         1436.52   (f) ADJ UNCH    2 0
 QM0367
 QM0367.Superseded values are not recommended for survey control.
 QM0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0367.See file dsdata.txt to determine how the superseded data were derived.
 QM0367
 QM0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR026057(NAD 83)
 QM0367_MARKER: DB = BENCH MARK DISK
 QM0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0367+STABILITY: SURFACE MOTION
 QM0367
 QM0367  HISTORY     - Date     Condition        Report By
 QM0367  HISTORY     - UNK      MONUMENTED       CGS
 QM0367  HISTORY     - 1934     GOOD             NGS
 QM0367  HISTORY     - 1965     MARK NOT FOUND   USGS
 QM0367
 QM0367                          STATION DESCRIPTION
 QM0367
 QM0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QM0367'8.3 MI E FROM MERRILL.
 QM0367'8.34 MILES EAST ALONG STATE HIGHWAY 64, 30 FEET SOUTH OF
 QM0367'CENTER OF HIGHWAY, 6 FEET SOUTH OF FENCE CORNER OF 1ST FIELD
 QM0367'EAST OF TWO-STORY WHITE FRAME FARM HOUSE AND RED BARN, 6 IN
 QM0367'ABOVE THE GROUND.
 QM0367
 QM0367                          STATION RECOVERY (1965)
 QM0367
 QM0367'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 QM0367'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO0004 ***********************************************************************
 QO0004  DESIGNATION -  D 46
 QO0004  PID         -  QO0004
 QO0004  STATE/COUNTY-  WI/BARRON
 QO0004  USGS QUAD   -  CUMBERLAND (1982)
 QO0004
 QO0004                         *CURRENT SURVEY CONTROL
 QO0004  ___________________________________________________________________
 QO0004* NAD 83(1986)-  45 33 17.     (N)    092 01 00.     (W)     SCALED    
 QO0004* NAVD 88     -       386.947  (meters)    1269.51   (feet)  ADJUSTED  
 QO0004  ___________________________________________________________________
 QO0004  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 QO0004  DYNAMIC HT  -         386.908 (meters)    1269.38  (feet)  COMP
 QO0004  MODELED GRAV-     980,503.2   (mgal)                       NAVD 88
 QO0004
 QO0004  VERT ORDER  -  SECOND    CLASS 0
 QO0004
 QO0004.The horizontal coordinates were scaled from a topographic map and have
 QO0004.an estimated accuracy of +/- 6 seconds.
 QO0004
 QO0004.The orthometric height was determined by differential leveling
 QO0004.and adjusted by the National Geodetic Survey in June 1991..
 QO0004
 QO0004.The geoid height was determined by GEOID03.
 QO0004
 QO0004.The dynamic height is computed by dividing the NAVD 88
 QO0004.geopotential number by the normal gravity value computed on the
 QO0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0004.degrees latitude (g = 980.6199 gals.).
 QO0004
 QO0004.The modeled gravity was interpolated from observed gravity values.
 QO0004
 QO0004;                    North         East    Units  Estimated Accuracy
 QO0004;SPC WI C     -   193,240.      442,550.      MT  (+/- 180 meters Scaled)
 QO0004
 QO0004                          SUPERSEDED SURVEY CONTROL
 QO0004
 QO0004  NGVD 29 (??/??/92)  386.890  (m)         1269.32   (f) ADJ UNCH    2 0
 QO0004
 QO0004.Superseded values are not recommended for survey control.
 QO0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0004.See file dsdata.txt to determine how the superseded data were derived.
 QO0004
 QO0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL767450(NAD 83)
 QO0004_MARKER: DB = BENCH MARK DISK
 QO0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0004+STABILITY: SURFACE MOTION
 QO0004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0004+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2005
 QO0004
 QO0004  HISTORY     - Date     Condition        Report By
 QO0004  HISTORY     - UNK      MONUMENTED       CGS
 QO0004  HISTORY     - 1934     GOOD             NGS
 QO0004  HISTORY     - 20050927 GOOD             WIDT
 QO0004
 QO0004                          STATION DESCRIPTION
 QO0004
 QO0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QO0004'1.2 MI N FROM CUMBERLAND.
 QO0004'ALONG CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA RY., 42 FT WEST OF
 QO0004'TRACK, 1 1/2 FT EAST OF RIGHT OF WAY FENCE, POLE NO. 56/13.
 QO0004
 QO0004                          STATION RECOVERY (2005)
 QO0004
 QO0004'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 QO0004'RECOVERED IN GOOD CONDITION.
 QO0004'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 63 WITH COUNTY
 QO0004'HIGHWAY H AND COUNTY HIGHWAY B ABOUT 2 MI NORTH OF THE CITY OF
 QO0004'CUMBERLAND, GO SOUTH ON US HIGHWAY 63 FOR 0.25 MI TO THE STATION ON
 QO0004'THE LEFT.  THE STATION IS A BRONZE US COAST AND GEODETIC SURVEY BENCH
 QO0004'MARK DISK SET IN THE TOP OF A 15-CM DIAMETER CONCRETE POST, LOCATED
 QO0004'WITHIN THE RIGHT OF WAY ABOUT 2 M BELOW THE HIGHWAY PAVEMENT.
 QO0004'THE STATION IS 23.8 M EAST OF THE CENTERLINE OF US HIGHWAY 63, 17.7 M
 QO0004'SOUTH OF A POWER POLE AND ORANGE OVER WHITE FIBER OPTIC WARNING POST,
 QO0004'15.5 M NORTH OF A YELLOW 4X4 PLASTIC RIGHT-OF-WAY  POST, AND 1.0 M
 QO0004'EAST, 1.0 M NORTHWEST, AND 1.0 M SOUTHWEST OF THREE WHITE PLASTIC
 QO0004'WITNESS POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0193 ***********************************************************************
 PO0193  DESIGNATION -  D 49
 PO0193  PID         -  PO0193
 PO0193  STATE/COUNTY-  WI/CHIPPEWA
 PO0193  USGS QUAD   -  BOYD (1979)
 PO0193
 PO0193                         *CURRENT SURVEY CONTROL
 PO0193  ___________________________________________________________________
 PO0193* NAD 83(1986)-  44 56 52.     (N)    091 06 44.     (W)     SCALED    
 PO0193* NAVD 88     -       306.247  (meters)    1004.75   (feet)  ADJUSTED  
 PO0193  ___________________________________________________________________
 PO0193  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 PO0193  DYNAMIC HT  -         306.222 (meters)    1004.66  (feet)  COMP
 PO0193  MODELED GRAV-     980,524.9   (mgal)                       NAVD 88
 PO0193
 PO0193  VERT ORDER  -  SECOND    CLASS 0
 PO0193
 PO0193.The horizontal coordinates were scaled from a topographic map and have
 PO0193.an estimated accuracy of +/- 6 seconds.
 PO0193
 PO0193.The orthometric height was determined by differential leveling
 PO0193.and adjusted by the National Geodetic Survey in June 1991..
 PO0193
 PO0193.The geoid height was determined by GEOID03.
 PO0193
 PO0193.The dynamic height is computed by dividing the NAVD 88
 PO0193.geopotential number by the normal gravity value computed on the
 PO0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0193.degrees latitude (g = 980.6199 gals.).
 PO0193
 PO0193.The modeled gravity was interpolated from observed gravity values.
 PO0193
 PO0193;                    North         East    Units  Estimated Accuracy
 PO0193;SPC WI C     -   124,440.      512,230.      MT  (+/- 180 meters Scaled)
 PO0193
 PO0193                          SUPERSEDED SURVEY CONTROL
 PO0193
 PO0193  NGVD 29 (??/??/92)  306.247  (m)         1004.75   (f) ADJ UNCH    2 0
 PO0193
 PO0193.Superseded values are not recommended for survey control.
 PO0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0193.See file dsdata.txt to determine how the superseded data were derived.
 PO0193
 PO0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK489788(NAD 83)
 PO0193_MARKER: DB = BENCH MARK DISK
 PO0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0193+STABILITY: SURFACE MOTION
 PO0193
 PO0193  HISTORY     - Date     Condition        Report By
 PO0193  HISTORY     - UNK      MONUMENTED       CGS
 PO0193  HISTORY     - 1934     GOOD             NGS
 PO0193  HISTORY     - 1949     GOOD             USGS
 PO0193  HISTORY     - 1977     MARK NOT FOUND   USGS
 PO0193  HISTORY     - 20010331 MARK NOT FOUND   NGS
 PO0193
 PO0193                          STATION DESCRIPTION
 PO0193
 PO0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PO0193'2.2 MI E FROM CADOTT.
 PO0193'2.2 MILES EAST OF CADOTT DEPOT 44 FEET NORTH OF CENTER OF MAIN
 PO0193'TRACK OF SOO RY.  18 FEET WEST OF CENTER OF PRIVATE GRADE
 PO0193'CROSSING 10 FEET NORTHWEST OF TELEPHONE POLE 4 RAILS WEST OF
 PO0193'CULVERT 336 P AT MILE POST 336.5.
 PO0193
 PO0193                          STATION RECOVERY (1949)
 PO0193
 PO0193'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 PO0193'RECOVERED IN GOOD CONDITION.
 PO0193
 PO0193                          STATION RECOVERY (1977)
 PO0193
 PO0193'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 PO0193'MARK NOT FOUND.
 PO0193
 PO0193                          STATION RECOVERY (2001)
 PO0193
 PO0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PO0193'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0162 ***********************************************************************
 OM0162  DESIGNATION -  D 5
 OM0162  PID         -  OM0162
 OM0162  STATE/COUNTY-  WI/WINNEBAGO
 OM0162  USGS QUAD   -  VAN DYNE (1992)
 OM0162
 OM0162                         *CURRENT SURVEY CONTROL
 OM0162  ___________________________________________________________________
 OM0162* NAD 83(1986)-  43 59 29.     (N)    088 32 12.     (W)     SCALED    
 OM0162* NAVD 88     -       228.489  (meters)     749.63   (feet)  ADJUSTED  
 OM0162  ___________________________________________________________________
 OM0162  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 OM0162  DYNAMIC HT  -         228.441 (meters)     749.48  (feet)  COMP
 OM0162  MODELED GRAV-     980,402.0   (mgal)                       NAVD 88
 OM0162
 OM0162  VERT ORDER  -  FIRST     CLASS 0
 OM0162
 OM0162.The horizontal coordinates were scaled from a topographic map and have
 OM0162.an estimated accuracy of +/- 6 seconds.
 OM0162
 OM0162.The orthometric height was determined by differential leveling
 OM0162.and adjusted by the National Geodetic Survey in June 1991..
 OM0162.WARNING-Repeat measurements at this control monument indicate possible
 OM0162.vertical movement.
 OM0162
 OM0162.The geoid height was determined by GEOID03.
 OM0162
 OM0162.The dynamic height is computed by dividing the NAVD 88
 OM0162.geopotential number by the normal gravity value computed on the
 OM0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0162.degrees latitude (g = 980.6199 gals.).
 OM0162
 OM0162.The modeled gravity was interpolated from observed gravity values.
 OM0162
 OM0162;                    North         East    Units  Estimated Accuracy
 OM0162;SPC WI S     -   222,260.      717,380.      MT  (+/- 180 meters Scaled)
 OM0162
 OM0162                          SUPERSEDED SURVEY CONTROL
 OM0162
 OM0162  NGVD 29 (??/??/92)  228.462  (m)          749.55   (f) ADJ UNCH    1 0
 OM0162
 OM0162.Superseded values are not recommended for survey control.
 OM0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0162.See file dsdata.txt to determine how the superseded data were derived.
 OM0162
 OM0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP767720(NAD 83)
 OM0162_MARKER: DB = BENCH MARK DISK
 OM0162_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OM0162_SP_SET: BRIDGE
 OM0162_STAMPING: 749.546 D 5 1930
 OM0162_MARK LOGO: CGS   
 OM0162_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM0162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0162_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0162+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2000
 OM0162
 OM0162  HISTORY     - Date     Condition        Report By
 OM0162  HISTORY     - 1930     MONUMENTED       CGS
 OM0162  HISTORY     - 1956     GOOD             NGS
 OM0162  HISTORY     - 1964     GOOD             NGS
 OM0162  HISTORY     - 1974     POOR             NOS
 OM0162  HISTORY     - 1980     POOR             LOCSUR
 OM0162  HISTORY     - 1989     POOR             USPSQD
 OM0162  HISTORY     - 19940528 POOR             USPSQD
 OM0162  HISTORY     - 20000316 GOOD             WIDT
 OM0162  HISTORY     - 20010331 POOR             NGS
 OM0162  HISTORY     - 20050531 POOR             WIDT
 OM0162
 OM0162                          STATION DESCRIPTION
 OM0162
 OM0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 OM0162'2.2 MI S FROM OSHKOSH.
 OM0162'2.2 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OM0162'FROM OSHKOSH, WINNEBAGO COUNTY, ABOUT 430 FEET NORTH OF THE
 OM0162'CROSSING OF U.S. HIGHWAY 41, AT THE SOUTHEAST CORNER OF
 OM0162'BRIDGE 336, AND IN THE SECOND COURSE OF STONE.
 OM0162
 OM0162                          STATION RECOVERY (1964)
 OM0162
 OM0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 OM0162'RECOVERED IN GOOD CONDITION.
 OM0162
 OM0162                          STATION RECOVERY (1974)
 OM0162
 OM0162'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1974
 OM0162'IN OSHKOSH, 1.9 MILES SOUTH ALONG MAIN STREET (WISCONSIN HIGHWAY 175)
 OM0162'FROM THE INTERSECTION OF WASHINGTON AVENUE IN OSHKOSH, SET IN THE
 OM0162'SOUTHEAST ABUTMENT OF BRIDGE UNDER THE CHICAGO AND NORTH WESTERN
 OM0162'RAILWAY TRACKS, EASTERLY OF THE JUNCTION OF WISCONSIN HIGHWAY 175 AND
 OM0162'U.S. HIGHWAY 45, 8.6 FT. EAST OF THE EAST RAIL, 1.4 FT. WEST OF EAST
 OM0162'FACE AND 0.4 FT. SOUTH OF NORTH FACE OF ABUTMENT AND RETAINING WALL
 OM0162'OF BUCKSTAFF CREEK.
 OM0162
 OM0162                          STATION RECOVERY (1980)
 OM0162
 OM0162'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 OM0162'CAP IS NOT READABLE.
 OM0162
 OM0162                          STATION RECOVERY (1989)
 OM0162
 OM0162'RECOVERY NOTE BY US POWER SQUADRON 1989 (EC)
 OM0162'MARK RECOVERED IN POOR CONDITION.
 OM0162
 OM0162                          STATION RECOVERY (1994)
 OM0162
 OM0162'RECOVERY NOTE BY US POWER SQUADRON 1994
 OM0162'MARK RECOVERED IN POOR CONDITION.
 OM0162
 OM0162                          STATION RECOVERY (2000)
 OM0162
 OM0162'RECOVERY NOTE BY WI DEPT OF TRANSP 2000 (DJH)
 OM0162'THE STATION IS LOCATED IN THE CITY OF OSHKOSH.  OWNERSHIP--WISCONSIN
 OM0162'CENTRAL RAILROAD.  TO REACH THE STATION FROM THE US HIGHWAY 45 (MAIN
 OM0162'STREET) BRIDGE (B 70-56-72) OVER THE FOX RIVER BRIDGE IN THE CITY OF
 OM0162'OSHKOSH, GO SOUTH ON US HIGHWAY 45 (MAIN STREET) FOR 2.33 KM (1.45 MI)
 OM0162'TO 24TH AVENUE ON THE RIGHT, CONTINUE SOUTH ON US HIGHWAY 45 (MAIN
 OM0162'STREET) FOR 0.16 KM (0.10 MI) TO THE STATION ON THE LEFT. THE STATION
 OM0162'IS A BRONZE CGS BENCH MARK DISK STAMPED --749.546 D 5 1930-- SET IN
 OM0162'THE TOP OF A BRIDGE ABUTMENT FLUSH WITH THE GROUND AND ABOUT 1 M (3.3
 OM0162'FT) BELOW WITH THE RAILROAD TRACKS.  THE STATION IS 25.7 M (84.3 FT)
 OM0162'EAST OF THE CENTERLINE OF US HIGHWAY 45 (MAIN STREET) , 14.4 M (47.2
 OM0162'FT) WEST-NORTHWEST OF THE NORTHWEST CORNER OF A WOOD BOAT HOUSE, 2.6 M
 OM0162'(8.5 FT) EAST OF THE EAST RAIL, AND 0.5 M (1.6 FT) NORTH OF AN ORANGE
 OM0162'FIBERGLASS WITNESS POST.  --NOTE--VISIBLE OBSTRUCTIONS AT THIS STATION
 OM0162'ARE TREES IN ALL QUADRANTS EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
 OM0162'--NOTE-- CAP IS DIFFICULT TO READ.
 OM0162
 OM0162                          STATION RECOVERY (2001)
 OM0162
 OM0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OM0162'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OM0162
 OM0162                          STATION RECOVERY (2005)
 OM0162
 OM0162'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 OM0162'RECOVERED IN POOR CONDITION.  NOTE-- THE STAMPING IS NOT LEGIABLE DUE
 OM0162'TO GASHES ON THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO0061 ***********************************************************************
 QO0061  DESIGNATION -  D 50
 QO0061  PID         -  QO0061
 QO0061  STATE/COUNTY-  WI/ST CROIX
 QO0061  USGS QUAD   -  JEWETT (1975)
 QO0061
 QO0061                         *CURRENT SURVEY CONTROL
 QO0061  ___________________________________________________________________
 QO0061* NAD 83(1986)-  45 07 26.     (N)    092 23 56.     (W)     SCALED    
 QO0061* NAVD 88     -       312.074  (meters)    1023.86   (feet)  ADJUSTED  
 QO0061  ___________________________________________________________________
 QO0061  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 QO0061  DYNAMIC HT  -         312.032 (meters)    1023.73  (feet)  COMP
 QO0061  MODELED GRAV-     980,474.9   (mgal)                       NAVD 88
 QO0061
 QO0061  VERT ORDER  -  SECOND    CLASS 0
 QO0061
 QO0061.The horizontal coordinates were scaled from a topographic map and have
 QO0061.an estimated accuracy of +/- 6 seconds.
 QO0061
 QO0061.The orthometric height was determined by differential leveling
 QO0061.and adjusted by the National Geodetic Survey in June 1991..
 QO0061
 QO0061.The geoid height was determined by GEOID03.
 QO0061
 QO0061.The dynamic height is computed by dividing the NAVD 88
 QO0061.geopotential number by the normal gravity value computed on the
 QO0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0061.degrees latitude (g = 980.6199 gals.).
 QO0061
 QO0061.The modeled gravity was interpolated from observed gravity values.
 QO0061
 QO0061;                    North         East    Units  Estimated Accuracy
 QO0061;SPC WI C     -   146,190.      411,300.      MT  (+/- 180 meters Scaled)
 QO0061
 QO0061                          SUPERSEDED SURVEY CONTROL
 QO0061
 QO0061  NGVD 29 (??/??/92)  312.024  (m)         1023.70   (f) ADJ UNCH    2 0
 QO0061
 QO0061.Superseded values are not recommended for survey control.
 QO0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0061.See file dsdata.txt to determine how the superseded data were derived.
 QO0061
 QO0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK472968(NAD 83)
 QO0061_MARKER: DB = BENCH MARK DISK
 QO0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0061+STABILITY: SURFACE MOTION
 QO0061
 QO0061  HISTORY     - Date     Condition        Report By
 QO0061  HISTORY     - UNK      MONUMENTED       CGS
 QO0061  HISTORY     - 1934     GOOD             NGS
 QO0061  HISTORY     - 1975     MARK NOT FOUND   USGS
 QO0061
 QO0061                          STATION DESCRIPTION
 QO0061
 QO0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QO0061'7.3 MI E FROM NEW RICHMOND.
 QO0061'7.3 MILES EAST OF NEW RICHMOND DEPOT 44 FEET SOUTH OF CENTER OF MAIN
 QO0061'TRACK OF SOO RY.  1 FOOT NORTH OF FENCE 21 FEET SOUTHWEST OF TELEPHONE
 QO0061'POLE 12 FEET EAST OF FENCE TO SOUTH AT MILE POST 406.6.
 QO0061
 QO0061                          STATION RECOVERY (1975)
 QO0061
 QO0061'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 QO0061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0282 ***********************************************************************
 PO0282  DESIGNATION -  D 51
 PO0282  PID         -  PO0282
 PO0282  STATE/COUNTY-  WI/DUNN
 PO0282  USGS QUAD   -  COLFAX SOUTH (1972)
 PO0282
 PO0282                         *CURRENT SURVEY CONTROL
 PO0282  ___________________________________________________________________
 PO0282* NAD 83(1986)-  44 59 32.     (N)    091 40 18.     (W)     SCALED    
 PO0282* NAVD 88     -       304.709  (meters)     999.70   (feet)  ADJUSTED  
 PO0282  ___________________________________________________________________
 PO0282  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 PO0282  DYNAMIC HT  -         304.678 (meters)     999.60  (feet)  COMP
 PO0282  MODELED GRAV-     980,507.4   (mgal)                       NAVD 88
 PO0282
 PO0282  VERT ORDER  -  SECOND    CLASS 0
 PO0282
 PO0282.The horizontal coordinates were scaled from a topographic map and have
 PO0282.an estimated accuracy of +/- 6 seconds.
 PO0282
 PO0282.The orthometric height was determined by differential leveling
 PO0282.and adjusted by the National Geodetic Survey in June 1991..
 PO0282
 PO0282.The geoid height was determined by GEOID03.
 PO0282
 PO0282.The dynamic height is computed by dividing the NAVD 88
 PO0282.geopotential number by the normal gravity value computed on the
 PO0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0282.degrees latitude (g = 980.6199 gals.).
 PO0282
 PO0282.The modeled gravity was interpolated from observed gravity values.
 PO0282
 PO0282;                    North         East    Units  Estimated Accuracy
 PO0282;SPC WI C     -   130,130.      468,190.      MT  (+/- 180 meters Scaled)
 PO0282
 PO0282                          SUPERSEDED SURVEY CONTROL
 PO0282
 PO0282  NGVD 29 (??/??/92)  304.682  (m)          999.61   (f) ADJ UNCH    2 0
 PO0282
 PO0282.Superseded values are not recommended for survey control.
 PO0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0282.See file dsdata.txt to determine how the superseded data were derived.
 PO0282
 PO0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK047829(NAD 83)
 PO0282_MARKER: DB = BENCH MARK DISK
 PO0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0282+STABILITY: SURFACE MOTION
 PO0282
 PO0282  HISTORY     - Date     Condition        Report By
 PO0282  HISTORY     - UNK      MONUMENTED       CGS
 PO0282  HISTORY     - 1934     GOOD             NGS
 PO0282  HISTORY     - 1972     MARK NOT FOUND   USGS
 PO0282  HISTORY     - 20031204 MARK NOT FOUND   WIDT
 PO0282
 PO0282                          STATION DESCRIPTION
 PO0282
 PO0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PO0282'2.7 MI E FROM COLFAX.
 PO0282'2.7 MILES EAST OF COLFAX DEPOT 40 FEET NORTH OF CENTER OF MAIN
 PO0282'TRACK OF SOO RY.  21 FEET WEST OF CENTER OF ROAD 5 FEET SOUTH
 PO0282'OF TELEPHONE POLE AT MILE POST 366.3.
 PO0282
 PO0282                          STATION RECOVERY (1972)
 PO0282
 PO0282'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 PO0282'MARK NOT FOUND.
 PO0282
 PO0282                          STATION RECOVERY (2003)
 PO0282
 PO0282'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0235 ***********************************************************************
 PO0235  DESIGNATION -  D 52
 PO0235  PID         -  PO0235
 PO0235  STATE/COUNTY-  WI/EAU CLAIRE
 PO0235  USGS QUAD   -  LAKE EAU CLAIRE WEST (1979)
 PO0235
 PO0235                         *CURRENT SURVEY CONTROL
 PO0235  ___________________________________________________________________
 PO0235* NAD 83(1986)-  44 45 14.     (N)    091 13 53.     (W)     SCALED    
 PO0235* NAVD 88     -       288.730  (meters)     947.27   (feet)  ADJUSTED  
 PO0235  ___________________________________________________________________
 PO0235  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 PO0235  DYNAMIC HT  -         288.699 (meters)     947.17  (feet)  COMP
 PO0235  MODELED GRAV-     980,500.2   (mgal)                       NAVD 88
 PO0235
 PO0235  VERT ORDER  -  SECOND    CLASS 0
 PO0235
 PO0235.The horizontal coordinates were scaled from a topographic map and have
 PO0235.an estimated accuracy of +/- 6 seconds.
 PO0235
 PO0235.The orthometric height was determined by differential leveling
 PO0235.and adjusted by the National Geodetic Survey in June 1991..
 PO0235
 PO0235.The geoid height was determined by GEOID03.
 PO0235
 PO0235.The dynamic height is computed by dividing the NAVD 88
 PO0235.geopotential number by the normal gravity value computed on the
 PO0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0235.degrees latitude (g = 980.6199 gals.).
 PO0235
 PO0235.The modeled gravity was interpolated from observed gravity values.
 PO0235
 PO0235;                    North         East    Units  Estimated Accuracy
 PO0235;SPC WI C     -   103,030.      502,500.      MT  (+/- 180 meters Scaled)
 PO0235
 PO0235                          SUPERSEDED SURVEY CONTROL
 PO0235
 PO0235  NGVD 29 (??/??/92)  288.721  (m)          947.25   (f) ADJ UNCH    2 0
 PO0235
 PO0235.Superseded values are not recommended for survey control.
 PO0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0235.See file dsdata.txt to determine how the superseded data were derived.
 PO0235
 PO0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK399571(NAD 83)
 PO0235_MARKER: DB = BENCH MARK DISK
 PO0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0235+STABILITY: SURFACE MOTION
 PO0235
 PO0235  HISTORY     - Date     Condition        Report By
 PO0235  HISTORY     - UNK      MONUMENTED       CGS
 PO0235  HISTORY     - 1934     GOOD             NGS
 PO0235  HISTORY     - 1950     MARK NOT FOUND   USGS
 PO0235  HISTORY     - 1980     MARK NOT FOUND   WIDT
 PO0235  HISTORY     - 20031106 MARK NOT FOUND   WIDT
 PO0235
 PO0235                          STATION DESCRIPTION
 PO0235
 PO0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PO0235'2.1 MI S FROM FALL CREEK.
 PO0235'2.1 MILES SOUTH OF FALL CREEK DEPOT 42 FEET WEST OF CENTER OF
 PO0235'WEST MAIN TRACK OF C. AND N. W. RY. 39 FEET NORTH OF CENTER OF
 PO0235'ROAD 3 RAILS NORTH OF SIGNAL BLOCK 101.6 AT MILE POST 101.7
 PO0235
 PO0235                          STATION RECOVERY (1950)
 PO0235
 PO0235'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 PO0235'MARK NOT FOUND.
 PO0235
 PO0235                          STATION RECOVERY (1980)
 PO0235
 PO0235'RECOVERY NOTE BY WI DEPT OF TRANSP 1980
 PO0235'MARK NOT FOUND.
 PO0235
 PO0235                          STATION RECOVERY (2003)
 PO0235
 PO0235'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0235'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0103 ***********************************************************************
 QN0103  DESIGNATION -  D 53
 QN0103  PID         -  QN0103
 QN0103  STATE/COUNTY-  WI/TAYLOR
 QN0103  USGS QUAD   -  MEDFORD (1969)
 QN0103
 QN0103                         *CURRENT SURVEY CONTROL
 QN0103  ___________________________________________________________________
 QN0103* NAD 83(1986)-  45 14 41.     (N)    090 19 13.     (W)     SCALED    
 QN0103* NAVD 88     -       455.555  (meters)    1494.60   (feet)  ADJUSTED  
 QN0103  ___________________________________________________________________
 QN0103  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 QN0103  DYNAMIC HT  -         455.523 (meters)    1494.49  (feet)  COMP
 QN0103  MODELED GRAV-     980,529.6   (mgal)                       NAVD 88
 QN0103
 QN0103  VERT ORDER  -  SECOND    CLASS 0
 QN0103
 QN0103.The horizontal coordinates were scaled from a topographic map and have
 QN0103.an estimated accuracy of +/- 6 seconds.
 QN0103
 QN0103.The orthometric height was determined by differential leveling
 QN0103.and adjusted by the National Geodetic Survey in June 1991..
 QN0103
 QN0103.The geoid height was determined by GEOID03.
 QN0103
 QN0103.The dynamic height is computed by dividing the NAVD 88
 QN0103.geopotential number by the normal gravity value computed on the
 QN0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0103.degrees latitude (g = 980.6199 gals.).
 QN0103
 QN0103.The modeled gravity was interpolated from observed gravity values.
 QN0103
 QN0103;                    North         East    Units  Estimated Accuracy
 QN0103;SPC WI C     -   156,880.      574,860.      MT  (+/- 180 meters Scaled)
 QN0103
 QN0103                          SUPERSEDED SURVEY CONTROL
 QN0103
 QN0103  NGVD 29 (??/??/92)  455.558  (m)         1494.61   (f) ADJ UNCH    2 0
 QN0103
 QN0103.Superseded values are not recommended for survey control.
 QN0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0103.See file dsdata.txt to determine how the superseded data were derived.
 QN0103
 QN0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL103136(NAD 83)
 QN0103_MARKER: DB = BENCH MARK DISK
 QN0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0103_STAMPING: D 53 1934
 QN0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0103+STABILITY: SURFACE MOTION
 QN0103
 QN0103  HISTORY     - Date     Condition        Report By
 QN0103  HISTORY     - 1934     MONUMENTED       CGS
 QN0103  HISTORY     - 20041006 MARK NOT FOUND   WIDT
 QN0103
 QN0103                          STATION DESCRIPTION
 QN0103
 QN0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QN0103'1.6 MI N FROM WHITTLESEY.
 QN0103'1.6 MILES NORTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QN0103'MARIE RAILWAY FROM WHITTLESEY, TAYLOR COUNTY, AT MILEAGE 324.5,
 QN0103'95 FEET NORTH OF FIVE SPRUCE TREES, 24 FEET NORTHEAST OF A
 QN0103'PRIVATE-ROAD CROSSING, AND 23 FEET EAST OF THE CENTERLINE OF THE
 QN0103'TRACK.  A STANDARD DISK, STAMPED D 53 1934 AND SET IN THE TOP
 QN0103'OF A CONCRETE POST.
 QN0103
 QN0103                          STATION RECOVERY (2004)
 QN0103
 QN0103'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0176 ***********************************************************************
 PO0176  DESIGNATION -  D 54
 PO0176  PID         -  PO0176
 PO0176  STATE/COUNTY-  WI/CLARK
 PO0176  USGS QUAD   -  FAIRCHILD (1979)
 PO0176
 PO0176                         *CURRENT SURVEY CONTROL
 PO0176  ___________________________________________________________________
 PO0176* NAD 83(1986)-  44 34 02.     (N)    090 55 47.     (W)     SCALED    
 PO0176* NAVD 88     -       338.409  (meters)    1110.26   (feet)  ADJUSTED  
 PO0176  ___________________________________________________________________
 PO0176  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 PO0176  DYNAMIC HT  -         338.359 (meters)    1110.10  (feet)  COMP
 PO0176  MODELED GRAV-     980,461.6   (mgal)                       NAVD 88
 PO0176
 PO0176  VERT ORDER  -  SECOND    CLASS 0
 PO0176
 PO0176.The horizontal coordinates were scaled from a topographic map and have
 PO0176.an estimated accuracy of +/- 6 seconds.
 PO0176
 PO0176.The orthometric height was determined by differential leveling
 PO0176.and adjusted by the National Geodetic Survey in June 1991..
 PO0176
 PO0176.The geoid height was determined by GEOID03.
 PO0176
 PO0176.The dynamic height is computed by dividing the NAVD 88
 PO0176.geopotential number by the normal gravity value computed on the
 PO0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0176.degrees latitude (g = 980.6199 gals.).
 PO0176
 PO0176.The modeled gravity was interpolated from observed gravity values.
 PO0176
 PO0176;                    North         East    Units  Estimated Accuracy
 PO0176;SPC WI C     -    81,970.      526,150.      MT  (+/- 180 meters Scaled)
 PO0176
 PO0176                          SUPERSEDED SURVEY CONTROL
 PO0176
 PO0176  NGVD 29 (??/??/92)  338.400  (m)         1110.23   (f) ADJ UNCH    2 0
 PO0176
 PO0176.Superseded values are not recommended for survey control.
 PO0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0176.See file dsdata.txt to determine how the superseded data were derived.
 PO0176
 PO0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK643369(NAD 83)
 PO0176_MARKER: DB = BENCH MARK DISK
 PO0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0176_STAMPING: D 54 1934
 PO0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0176+STABILITY: SURFACE MOTION
 PO0176
 PO0176  HISTORY     - Date     Condition        Report By
 PO0176  HISTORY     - 1934     MONUMENTED       CGS
 PO0176  HISTORY     - 1977     MARK NOT FOUND   USGS
 PO0176
 PO0176                          STATION DESCRIPTION
 PO0176
 PO0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PO0176'3 MI SE FROM FAIRCHILD.
 PO0176'IN CLARK COUNTY, 3.0 MILES SOUTHEAST ALONG THE CHICAGO, SAINT
 PO0176'PAUL, MINNEAPOLIS AND OMAHA RAILWAY FROM FAIRCHILD, EAU CLAIRE
 PO0176'COUNTY, 2 POLES SOUTHEAST OF MILEPOST 122, 75 FEET SOUTH OF A
 PO0176'COUNTY-ROAD CROSSING, 25 FEET NORTHEAST OF THE CENTERLINE OF THE
 PO0176'NORTHBOUND TRACK, AND 8 FEET WEST OF A TELEGRAPH POLE.  A STANDARD
 PO0176'DISK, STAMPED D 54 1934 AND SET IN THE TOP OF A CONCRETE POST
 PO0176'PROJECTING 2 INCHES ABOVE GROUND.
 PO0176
 PO0176                          STATION RECOVERY (1977)
 PO0176
 PO0176'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 PO0176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0110 ***********************************************************************
 PO0110  DESIGNATION -  D 55
 PO0110  PID         -  PO0110
 PO0110  STATE/COUNTY-  WI/MONROE
 PO0110  USGS QUAD   -  WARRENS WEST (1983)
 PO0110
 PO0110                         *CURRENT SURVEY CONTROL
 PO0110  ___________________________________________________________________
 PO0110* NAD 83(1986)-  44 07 52.     (N)    090 30 01.     (W)     SCALED    
 PO0110* NAVD 88     -       309.778  (meters)    1016.33   (feet)  ADJUSTED  
 PO0110  ___________________________________________________________________
 PO0110  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 PO0110  DYNAMIC HT  -         309.715 (meters)    1016.12  (feet)  COMP
 PO0110  MODELED GRAV-     980,407.6   (mgal)                       NAVD 88
 PO0110
 PO0110  VERT ORDER  -  SECOND    CLASS 0
 PO0110
 PO0110.The horizontal coordinates were scaled from a topographic map and have
 PO0110.an estimated accuracy of +/- 6 seconds.
 PO0110
 PO0110.The orthometric height was determined by differential leveling
 PO0110.and adjusted by the National Geodetic Survey in June 1991..
 PO0110
 PO0110.The geoid height was determined by GEOID03.
 PO0110
 PO0110.The dynamic height is computed by dividing the NAVD 88
 PO0110.geopotential number by the normal gravity value computed on the
 PO0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0110.degrees latitude (g = 980.6199 gals.).
 PO0110
 PO0110.The modeled gravity was interpolated from observed gravity values.
 PO0110
 PO0110;                    North         East    Units  Estimated Accuracy
 PO0110;SPC WI S     -   236,880.      559,960.      MT  (+/- 180 meters Scaled)
 PO0110
 PO0110                          SUPERSEDED SURVEY CONTROL
 PO0110
 PO0110  NGVD 29 (??/??/92)  309.773  (m)         1016.31   (f) ADJ UNCH    2 0
 PO0110
 PO0110.Superseded values are not recommended for survey control.
 PO0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0110.See file dsdata.txt to determine how the superseded data were derived.
 PO0110
 PO0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ999894(NAD 83)
 PO0110_MARKER: DB = BENCH MARK DISK
 PO0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0110+STABILITY: SURFACE MOTION
 PO0110
 PO0110  HISTORY     - Date     Condition        Report By
 PO0110  HISTORY     - UNK      MONUMENTED       CGS
 PO0110  HISTORY     - 1934     GOOD             NGS
 PO0110  HISTORY     - 1979     MARK NOT FOUND   USGS
 PO0110
 PO0110                          STATION DESCRIPTION
 PO0110
 PO0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PO0110'IN WARRENS.
 PO0110'IN WARRENS ALONG THE CHICAGO MINNEAPOLIS ST PAUL AND OMAHA RR 50
 PO0110'FEET WEST OF CENTER OF SOUTHBOUND TRACK OPPOSITE THE SOUTH END
 PO0110'OF THE DEPOT AT WARRENS 1 FOOT EAST OF TELEGRAPH POLE 75 FEET
 PO0110'NORTH OF ROAD CROSSING 3 IN ABOVE THE GROUND.
 PO0110
 PO0110                          STATION RECOVERY (1979)
 PO0110
 PO0110'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PO0110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0188 ***********************************************************************
 PO0188  DESIGNATION -  D 56
 PO0188  PID         -  PO0188
 PO0188  STATE/COUNTY-  WI/CLARK
 PO0188  USGS QUAD   -  COLUMBIA (1979)
 PO0188
 PO0188                         *CURRENT SURVEY CONTROL
 PO0188  ___________________________________________________________________
 PO0188* NAD 83(1986)-  44 30 52.     (N)    090 43 11.     (W)     SCALED    
 PO0188* NAVD 88     -       293.618  (meters)     963.31   (feet)  ADJUSTED  
 PO0188  ___________________________________________________________________
 PO0188  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 PO0188  DYNAMIC HT  -         293.574 (meters)     963.17  (feet)  COMP
 PO0188  MODELED GRAV-     980,459.7   (mgal)                       NAVD 88
 PO0188
 PO0188  VERT ORDER  -  SECOND    CLASS 0
 PO0188
 PO0188.The horizontal coordinates were scaled from a topographic map and have
 PO0188.an estimated accuracy of +/- 6 seconds.
 PO0188
 PO0188.The orthometric height was determined by differential leveling
 PO0188.and adjusted by the National Geodetic Survey in June 1991..
 PO0188
 PO0188.The geoid height was determined by GEOID03.
 PO0188
 PO0188.The dynamic height is computed by dividing the NAVD 88
 PO0188.geopotential number by the normal gravity value computed on the
 PO0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0188.degrees latitude (g = 980.6199 gals.).
 PO0188
 PO0188.The modeled gravity was interpolated from observed gravity values.
 PO0188
 PO0188;                    North         East    Units  Estimated Accuracy
 PO0188;SPC WI C     -    75,940.      542,780.      MT  (+/- 180 meters Scaled)
 PO0188
 PO0188                          SUPERSEDED SURVEY CONTROL
 PO0188
 PO0188  NGVD 29 (??/??/92)  293.622  (m)          963.32   (f) ADJ UNCH    2 0
 PO0188
 PO0188.Superseded values are not recommended for survey control.
 PO0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0188.See file dsdata.txt to determine how the superseded data were derived.
 PO0188
 PO0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK812315(NAD 83)
 PO0188_MARKER: DB = BENCH MARK DISK
 PO0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0188_STAMPING: D 56 1934
 PO0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0188+STABILITY: SURFACE MOTION
 PO0188
 PO0188  HISTORY     - Date     Condition        Report By
 PO0188  HISTORY     - 1934     MONUMENTED       CGS
 PO0188  HISTORY     - 1953     MARK NOT FOUND   USGS
 PO0188
 PO0188                          STATION DESCRIPTION
 PO0188
 PO0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PO0188'IN COLUMBIA.
 PO0188'AT COLUMBIA, CLARK COUNTY, ON THE CHICAGO, ST. PAUL, MINNEAPOLIS
 PO0188'AND OMAHA RAILWAY, ABOUT 6 RAILS SOUTH OF THE STATION BOARD, 65
 PO0188'FEET SOUTHWEST OF MILEPOST 7+25-1/2, 25 FEET WEST OF THE CENTER
 PO0188'LINE OF THE TRACK, AND 3 FEET NORTHEAST OF A FENCE LINE.  A
 PO0188'STANDARD DISK, STAMPED D 56 1934 AND SET IN THE TOP OF A CONCRETE
 PO0188'POST.
 PO0188
 PO0188                          STATION RECOVERY (1953)
 PO0188
 PO0188'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 PO0188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0248 ***********************************************************************
 QN0248  DESIGNATION -  D 57
 QN0248  PID         -  QN0248
 QN0248  STATE/COUNTY-  WI/BARRON
 QN0248  USGS QUAD   -  CHETEK (1978)
 QN0248
 QN0248                         *CURRENT SURVEY CONTROL
 QN0248  ___________________________________________________________________
 QN0248* NAD 83(1986)-  45 21 03.     (N)    091 41 36.     (W)     SCALED    
 QN0248* NAVD 88     -       325.438  (meters)    1067.71   (feet)  ADJUSTED  
 QN0248  ___________________________________________________________________
 QN0248  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 QN0248  DYNAMIC HT  -         325.416 (meters)    1067.64  (feet)  COMP
 QN0248  MODELED GRAV-     980,538.4   (mgal)                       NAVD 88
 QN0248
 QN0248  VERT ORDER  -  SECOND    CLASS 0
 QN0248
 QN0248.The horizontal coordinates were scaled from a topographic map and have
 QN0248.an estimated accuracy of +/- 6 seconds.
 QN0248
 QN0248.The orthometric height was determined by differential leveling
 QN0248.and adjusted by the National Geodetic Survey in June 1991..
 QN0248
 QN0248.The geoid height was determined by GEOID03.
 QN0248
 QN0248.The dynamic height is computed by dividing the NAVD 88
 QN0248.geopotential number by the normal gravity value computed on the
 QN0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0248.degrees latitude (g = 980.6199 gals.).
 QN0248
 QN0248.The modeled gravity was interpolated from observed gravity values.
 QN0248
 QN0248;                    North         East    Units  Estimated Accuracy
 QN0248;SPC WI C     -   170,010.      467,320.      MT  (+/- 180 meters Scaled)
 QN0248
 QN0248                          SUPERSEDED SURVEY CONTROL
 QN0248
 QN0248  NGVD 29 (??/??/92)  325.427  (m)         1067.67   (f) ADJ UNCH    2 0
 QN0248
 QN0248.Superseded values are not recommended for survey control.
 QN0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0248.See file dsdata.txt to determine how the superseded data were derived.
 QN0248
 QN0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL023227(NAD 83)
 QN0248_MARKER: DB = BENCH MARK DISK
 QN0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0248_STAMPING: D 57 1934
 QN0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0248+STABILITY: SURFACE MOTION
 QN0248
 QN0248  HISTORY     - Date     Condition        Report By
 QN0248  HISTORY     - 1934     MONUMENTED       CGS
 QN0248  HISTORY     - 1976     MARK NOT FOUND   USGS
 QN0248  HISTORY     - 20031104 MARK NOT FOUND   WIDT
 QN0248  HISTORY     - 20040921 MARK NOT FOUND   WIDT
 QN0248
 QN0248                          STATION DESCRIPTION
 QN0248
 QN0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QN0248'4.8 MI S FROM CAMERON.
 QN0248'4.8 MILES SOUTH ALONG THE CHICAGO, SAINT PAUL, MINNEAPOLIS AND
 QN0248'OMAHA RAILWAY FROM CAMERON, BARRON COUNTY, 2 POLES NORTH OF
 QN0248'MILEPOST 45, AT A ROAD CROSSING, 40 FEET NORTH OF THE ROAD, 50
 QN0248'FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 53, AND 40 FEET EAST
 QN0248'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK STAMPED D 57
 QN0248'1934 AND SET IN THE TOP OF A CONCRETE POST.
 QN0248
 QN0248                          STATION RECOVERY (1976)
 QN0248
 QN0248'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 QN0248'MARK NOT FOUND.
 QN0248
 QN0248                          STATION RECOVERY (2003)
 QN0248
 QN0248'RECOVERY NOTE BY WI DEPT OF TRANSP 2003
 QN0248'MARK NOT FOUND.
 QN0248
 QN0248                          STATION RECOVERY (2004)
 QN0248
 QN0248'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0248'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0300 ***********************************************************************
 PO0300  DESIGNATION -  D 58
 PO0300  PID         -  PO0300
 PO0300  STATE/COUNTY-  WI/DUNN
 PO0300  USGS QUAD   -  ELK CREEK LAKE (1972)
 PO0300
 PO0300                         *CURRENT SURVEY CONTROL
 PO0300  ___________________________________________________________________
 PO0300* NAD 83(1986)-  44 45 04.     (N)    091 40 29.     (W)     SCALED    
 PO0300* NAVD 88     -       230.712  (meters)     756.93   (feet)  ADJUSTED  
 PO0300  ___________________________________________________________________
 PO0300  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 PO0300  DYNAMIC HT  -         230.690 (meters)     756.86  (feet)  COMP
 PO0300  MODELED GRAV-     980,516.3   (mgal)                       NAVD 88
 PO0300
 PO0300  VERT ORDER  -  SECOND    CLASS 0
 PO0300
 PO0300.The horizontal coordinates were scaled from a topographic map and have
 PO0300.an estimated accuracy of +/- 6 seconds.
 PO0300
 PO0300.The orthometric height was determined by differential leveling
 PO0300.and adjusted by the National Geodetic Survey in June 1991..
 PO0300
 PO0300.The geoid height was determined by GEOID03.
 PO0300
 PO0300.The dynamic height is computed by dividing the NAVD 88
 PO0300.geopotential number by the normal gravity value computed on the
 PO0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0300.degrees latitude (g = 980.6199 gals.).
 PO0300
 PO0300.The modeled gravity was interpolated from observed gravity values.
 PO0300
 PO0300;                    North         East    Units  Estimated Accuracy
 PO0300;SPC WI C     -   103,350.      467,400.      MT  (+/- 180 meters Scaled)
 PO0300
 PO0300                          SUPERSEDED SURVEY CONTROL
 PO0300
 PO0300  NGVD 29 (??/??/92)  230.693  (m)          756.87   (f) ADJ UNCH    2 0
 PO0300
 PO0300.Superseded values are not recommended for survey control.
 PO0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0300.See file dsdata.txt to determine how the superseded data were derived.
 PO0300
 PO0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK049561(NAD 83)
 PO0300_MARKER: DB = BENCH MARK DISK
 PO0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0300+STABILITY: SURFACE MOTION
 PO0300
 PO0300  HISTORY     - Date     Condition        Report By
 PO0300  HISTORY     - UNK      MONUMENTED       CGS
 PO0300  HISTORY     - 1934     GOOD             NGS
 PO0300  HISTORY     - 1972     MARK NOT FOUND   USGS
 PO0300  HISTORY     - 20031202 MARK NOT FOUND   WIDT
 PO0300
 PO0300                          STATION DESCRIPTION
 PO0300
 PO0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PO0300'NEAR CARYVILLE.
 PO0300'2 1/2 RAILS EAST OF EAST LINE OF CARYVILLE DEPOT 21 FEET SOUTH
 PO0300'OF CENTER OF MAIN TRACK OF C. M. ST. P. AND P. RR.  18 FEET WEST
 PO0300'OF CENTER OF GRADE CROSSING 2 FEET NORTHWEST OF TELEPHONE POLE.
 PO0300
 PO0300                          STATION RECOVERY (1972)
 PO0300
 PO0300'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 PO0300'MARK NOT FOUND.
 PO0300
 PO0300                          STATION RECOVERY (2003)
 PO0300
 PO0300'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP0032 ***********************************************************************
 PP0032  DESIGNATION -  D 59
 PP0032  PID         -  PP0032
 PP0032  STATE/COUNTY-  WI/PIERCE
 PP0032  USGS QUAD   -  MARTELL (1974)
 PP0032
 PP0032                         *CURRENT SURVEY CONTROL
 PP0032  ___________________________________________________________________
 PP0032* NAD 83(1986)-  44 45 00.     (N)    092 28 30.     (W)     SCALED    
 PP0032* NAVD 88     -       345.365  (meters)    1133.09   (feet)  ADJUSTED  
 PP0032  ___________________________________________________________________
 PP0032  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 PP0032  DYNAMIC HT  -         345.316 (meters)    1132.92  (feet)  COMP
 PP0032  MODELED GRAV-     980,466.7   (mgal)                       NAVD 88
 PP0032
 PP0032  VERT ORDER  -  SECOND    CLASS 0
 PP0032
 PP0032.The horizontal coordinates were scaled from a topographic map and have
 PP0032.an estimated accuracy of +/- 6 seconds.
 PP0032
 PP0032.The orthometric height was determined by differential leveling
 PP0032.and adjusted by the National Geodetic Survey in June 1991..
 PP0032
 PP0032.The geoid height was determined by GEOID03.
 PP0032
 PP0032.The dynamic height is computed by dividing the NAVD 88
 PP0032.geopotential number by the normal gravity value computed on the
 PP0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0032.degrees latitude (g = 980.6199 gals.).
 PP0032
 PP0032.The modeled gravity was interpolated from observed gravity values.
 PP0032
 PP0032;                    North         East    Units  Estimated Accuracy
 PP0032;SPC WI C     -   104,850.      404,050.      MT  (+/- 180 meters Scaled)
 PP0032
 PP0032                          SUPERSEDED SURVEY CONTROL
 PP0032
 PP0032  NGVD 29 (??/??/92)  345.354  (m)         1133.05   (f) ADJ UNCH    2 0
 PP0032
 PP0032.Superseded values are not recommended for survey control.
 PP0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0032.See file dsdata.txt to determine how the superseded data were derived.
 PP0032
 PP0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK415553(NAD 83)
 PP0032_MARKER: DB = BENCH MARK DISK
 PP0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0032+STABILITY: SURFACE MOTION
 PP0032
 PP0032  HISTORY     - Date     Condition        Report By
 PP0032  HISTORY     - UNK      MONUMENTED       CGS
 PP0032  HISTORY     - 1934     GOOD             NGS
 PP0032  HISTORY     - 1974     MARK NOT FOUND   USGS
 PP0032  HISTORY     - 20040105 MARK NOT FOUND   WIDT
 PP0032
 PP0032                          STATION DESCRIPTION
 PP0032
 PP0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PP0032'1.1 MI SW FROM ELLSWORTH.
 PP0032'1.1 MILE NORTHWEST OF BY RAILROAD.  ALONG THE CHICAGO MINNEAPOLIS ST
 PP0032'PAUL AND OMAHA RR. 25 FEET EAST OF CENTER OF TRACK.  30 FEET SOUTH OF
 PP0032'COUNTY ROAD CROSSING.  BY THE WEST END OF AN EAST-WEST FENCE MP 23+18
 PP0032'1/2 2 IN. ABOVE THE GROUND.
 PP0032
 PP0032                          STATION RECOVERY (1974)
 PP0032
 PP0032'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 PP0032'MARK NOT FOUND.
 PP0032
 PP0032                          STATION RECOVERY (2004)
 PP0032
 PP0032'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (MJB)
 PP0032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0100 ***********************************************************************
 PN0100  DESIGNATION -  D 6
 PN0100  PID         -  PN0100
 PN0100  STATE/COUNTY-  WI/BROWN
 PN0100  USGS QUAD   -  GREEN BAY WEST (1992)
 PN0100
 PN0100                         *CURRENT SURVEY CONTROL
 PN0100  ___________________________________________________________________
 PN0100* NAD 83(1986)-  44 35 03.     (N)    088 03 50.     (W)     SCALED    
 PN0100* NAVD 88     -       180.217  (meters)     591.26   (feet)  ADJUSTED  
 PN0100  ___________________________________________________________________
 PN0100  GEOID HEIGHT-         -36.21  (meters)                     GEOID03
 PN0100  DYNAMIC HT  -         180.196 (meters)     591.19  (feet)  COMP
 PN0100  MODELED GRAV-     980,497.6   (mgal)                       NAVD 88
 PN0100
 PN0100  VERT ORDER  -  FIRST     CLASS II
 PN0100
 PN0100.The horizontal coordinates were scaled from a topographic map and have
 PN0100.an estimated accuracy of +/- 6 seconds.
 PN0100
 PN0100.The orthometric height was determined by differential leveling
 PN0100.and adjusted by the National Geodetic Survey in June 1991..
 PN0100
 PN0100.The geoid height was determined by GEOID03.
 PN0100
 PN0100.The dynamic height is computed by dividing the NAVD 88
 PN0100.geopotential number by the normal gravity value computed on the
 PN0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0100.degrees latitude (g = 980.6199 gals.).
 PN0100
 PN0100.The modeled gravity was interpolated from observed gravity values.
 PN0100
 PN0100;                    North         East    Units  Estimated Accuracy
 PN0100;SPC WI C     -    85,260.      753,740.      MT  (+/- 180 meters Scaled)
 PN0100
 PN0100                          SUPERSEDED SURVEY CONTROL
 PN0100
 PN0100  NGVD 29 (??/??/92)  180.254  (m)          591.38   (f) ADJ UNCH    1 2
 PN0100
 PN0100.Superseded values are not recommended for survey control.
 PN0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0100.See file dsdata.txt to determine how the superseded data were derived.
 PN0100
 PN0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ155373(NAD 83)
 PN0100_MARKER: DB = BENCH MARK DISK
 PN0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0100_STAMPING: D 6 1930
 PN0100_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0100+STABILITY: SURFACE MOTION
 PN0100_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0100+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2005
 PN0100
 PN0100  HISTORY     - Date     Condition        Report By
 PN0100  HISTORY     - 1930     MONUMENTED       CGS
 PN0100  HISTORY     - 1972     MARK NOT FOUND   NGS
 PN0100  HISTORY     - 19940531 GOOD             WI-009
 PN0100  HISTORY     - 20040330 MARK NOT FOUND   USPSQD
 PN0100  HISTORY     - 20050815 GOOD             WIDT
 PN0100
 PN0100                          STATION DESCRIPTION
 PN0100
 PN0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PN0100'1.5 MI N FROM DUCK CREEK.
 PN0100'ABOUT 1.5 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN
 PN0100'RAILWAY FROM DUCK CREEK, AT THE CROSSINGS OF A CINDER ROAD, 32.2
 PN0100'FEET EAST OF THE EAST RAIL, 15 FEET WEST OF THE SOUTH END OF A
 PN0100'GATE IN THE RIGHT-OF-WAY FENCE AND IS A DISK IN TOP OF A CONCRETE
 PN0100'POST.
 PN0100
 PN0100                          STATION RECOVERY (1994)
 PN0100
 PN0100'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0100'RECOVERED AS DESCRIBED.  ADDITIONS TO DESCRIPTION 368 FEET (112.2 M)
 PN0100'NORTH OF SWITCH FOR SPUR TRACK TO THE WEST, 31.7 FEET (9.7 M) EAST OF
 PN0100'THE EAST RAIL INSTEAD OF 32.2, 2175 FEET (662.9 M) SOUTH OF THE CENTER
 PN0100'LINE OF CTH M.
 PN0100
 PN0100                          STATION RECOVERY (2004)
 PN0100
 PN0100'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0100'MARK NOT FOUND.
 PN0100
 PN0100                          STATION RECOVERY (2005)
 PN0100
 PN0100'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0100'RECOVERED IN GOOD CONDITION.  ADD--THE STATION IS 45.7 M SOUTH OF
 PN0100'UTILITY POLE --13AA55--, AND 4.6 M SOUTH OF THE EXTENDED CENTERLINE OF
 PN0100'A WESTERLY BEARING POWER LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0261 ***********************************************************************
 PO0261  DESIGNATION -  D 60
 PO0261  PID         -  PO0261
 PO0261  STATE/COUNTY-  WI/TREMPEALEAU
 PO0261  USGS QUAD   -  INDEPENDENCE (1973)
 PO0261
 PO0261                         *CURRENT SURVEY CONTROL
 PO0261  ___________________________________________________________________
 PO0261* NAD 83(1986)-  44 21 29.     (N)    091 23 26.     (W)     SCALED    
 PO0261* NAVD 88     -       238.134  (meters)     781.28   (feet)  ADJUSTED  
 PO0261  ___________________________________________________________________
 PO0261  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 PO0261  DYNAMIC HT  -         238.104 (meters)     781.18  (feet)  COMP
 PO0261  MODELED GRAV-     980,485.9   (mgal)                       NAVD 88
 PO0261
 PO0261  VERT ORDER  -  SECOND    CLASS 0
 PO0261
 PO0261.The horizontal coordinates were scaled from a topographic map and have
 PO0261.an estimated accuracy of +/- 6 seconds.
 PO0261
 PO0261.The orthometric height was determined by differential leveling
 PO0261.and adjusted by the National Geodetic Survey in June 1991..
 PO0261
 PO0261.The geoid height was determined by GEOID03.
 PO0261
 PO0261.The dynamic height is computed by dividing the NAVD 88
 PO0261.geopotential number by the normal gravity value computed on the
 PO0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0261.degrees latitude (g = 980.6199 gals.).
 PO0261
 PO0261.The modeled gravity was interpolated from observed gravity values.
 PO0261
 PO0261;                    North         East    Units  Estimated Accuracy
 PO0261;SPC WI C     -    59,260.      489,150.      MT  (+/- 180 meters Scaled)
 PO0261
 PO0261                          SUPERSEDED SURVEY CONTROL
 PO0261
 PO0261  NGVD 29 (??/??/92)  238.147  (m)          781.32   (f) ADJ UNCH    2 0
 PO0261
 PO0261.Superseded values are not recommended for survey control.
 PO0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0261.See file dsdata.txt to determine how the superseded data were derived.
 PO0261
 PO0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK282129(NAD 83)
 PO0261_MARKER: DB = BENCH MARK DISK
 PO0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0261+STABILITY: SURFACE MOTION
 PO0261
 PO0261  HISTORY     - Date     Condition        Report By
 PO0261  HISTORY     - UNK      MONUMENTED       CGS
 PO0261  HISTORY     - 1934     GOOD             NGS
 PO0261
 PO0261                          STATION DESCRIPTION
 PO0261
 PO0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PO0261'1.5 MI NE FROM INDEPENDENCE.
 PO0261'1.5 MILES NORTHEAST OF BY RAILROAD ALONG THE GREEN BAY AND
 PO0261'WESTERN RR 22 FEET NORTH OF CENTER OF TRACK 4 FEET SOUTH OF
 PO0261'MP GB 182 20 FEET EAST OF FARM ROAD CROSSING 2 IN ABOVE THE
 PO0261'GROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL1264 ***********************************************************************
 RL1264  DESIGNATION -  D 61
 RL1264  PID         -  RL1264
 RL1264  STATE/COUNTY-  WI/VILAS
 RL1264  USGS QUAD   -  WINCHESTER (1981)
 RL1264
 RL1264                         *CURRENT SURVEY CONTROL
 RL1264  ___________________________________________________________________
 RL1264* NAD 83(1986)-  46 14 25.     (N)    089 53 42.     (W)     SCALED    
 RL1264* NAVD 88     -       510.779  (meters)    1675.78   (feet)  ADJUSTED  
 RL1264  ___________________________________________________________________
 RL1264  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 RL1264  DYNAMIC HT  -         510.776 (meters)    1675.77  (feet)  COMP
 RL1264  MODELED GRAV-     980,592.6   (mgal)                       NAVD 88
 RL1264
 RL1264  VERT ORDER  -  SECOND    CLASS 0
 RL1264
 RL1264.The horizontal coordinates were scaled from a topographic map and have
 RL1264.an estimated accuracy of +/- 6 seconds.
 RL1264
 RL1264.The orthometric height was determined by differential leveling
 RL1264.and adjusted by the National Geodetic Survey in June 1991..
 RL1264
 RL1264.The geoid height was determined by GEOID03.
 RL1264
 RL1264.The dynamic height is computed by dividing the NAVD 88
 RL1264.geopotential number by the normal gravity value computed on the
 RL1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1264.degrees latitude (g = 980.6199 gals.).
 RL1264
 RL1264.The modeled gravity was interpolated from observed gravity values.
 RL1264
 RL1264;                    North         East    Units  Estimated Accuracy
 RL1264;SPC WI N     -   119,330.      608,100.      MT  (+/- 180 meters Scaled)
 RL1264
 RL1264                          SUPERSEDED SURVEY CONTROL
 RL1264
 RL1264  NGVD 29 (??/??/92)  510.771  (m)         1675.75   (f) ADJ UNCH    2 0
 RL1264
 RL1264.Superseded values are not recommended for survey control.
 RL1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1264.See file dsdata.txt to determine how the superseded data were derived.
 RL1264
 RL1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS768248(NAD 83)
 RL1264_MARKER: DB = BENCH MARK DISK
 RL1264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1264_STAMPING: D 61 1948
 RL1264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1264+STABILITY: SURFACE MOTION
 RL1264
 RL1264  HISTORY     - Date     Condition        Report By
 RL1264  HISTORY     - 1948     MONUMENTED       CGS
 RL1264  HISTORY     - 19960624 MARK NOT FOUND   USPSQD
 RL1264  HISTORY     - 20050919 MARK NOT FOUND   WIDT
 RL1264
 RL1264                          STATION DESCRIPTION
 RL1264
 RL1264'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1264'1.6 MI N FROM WINCHESTER.
 RL1264'ABOUT 1.55 MILES NORTH AND NORTHEAST ALONG A COUNTY ROAD FROM
 RL1264'THE GRADE SCHOOL AT WINCHESTER, ABOUT 0.8 MILE NORTHEAST OF
 RL1264'COUNTY ROAD W LEADING EAST, ON THE OUTSIDE OF A CURVE WITH
 RL1264'TANGENTS NORTHEAST AND SOUTH, ABOUT 0.45 MILE SOUTHWEST OF A
 RL1264'ROAD EAST, ABOUT 0.3 MILE SOUTHWEST OF A LOG HOUSE ON WEST SIDE
 RL1264'OF ROAD, 27 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 RL1264'11 FEET EAST-NORTHEAST OF A TRIANGULAR BLAZED 9-INCH BIRCH TREE,
 RL1264'8 FEET SOUTHEAST OF A TRIANGULAR BLAZED FORKED ASPEN TREE, 17
 RL1264'FEET NORTHEAST OF A TELEPHONE POLE, ABOUT 4 FEET ABOVE THE
 RL1264'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 RL1264
 RL1264                          STATION RECOVERY (1996)
 RL1264
 RL1264'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL1264'MARK NOT FOUND.
 RL1264
 RL1264                          STATION RECOVERY (2005)
 RL1264
 RL1264'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1264'MARK NOT FOUND, ADD--SEARCHED AREA FOR EVIDENCE OF CORNER, RECOVERED
 RL1264'NO EVIDENCE OF THE OLD TELEPHONE POLE OR THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL1099 ***********************************************************************
 RL1099  DESIGNATION -  D 62
 RL1099  PID         -  RL1099
 RL1099  STATE/COUNTY-  WI/VILAS
 RL1099  USGS QUAD   -  PHELPS (1981)
 RL1099
 RL1099                         *CURRENT SURVEY CONTROL
 RL1099  ___________________________________________________________________
 RL1099* NAD 83(1986)-  46 04 01.     (N)    089 05 10.     (W)     SCALED    
 RL1099* NAVD 88     -       516.168  (meters)    1693.46   (feet)  ADJUSTED  
 RL1099  ___________________________________________________________________
 RL1099  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 RL1099  DYNAMIC HT  -         516.159 (meters)    1693.43  (feet)  COMP
 RL1099  MODELED GRAV-     980,580.8   (mgal)                       NAVD 88
 RL1099
 RL1099  VERT ORDER  -  SECOND    CLASS 0
 RL1099
 RL1099.The horizontal coordinates were scaled from a topographic map and have
 RL1099.an estimated accuracy of +/- 6 seconds.
 RL1099
 RL1099.The orthometric height was determined by differential leveling
 RL1099.and adjusted by the National Geodetic Survey in June 1991..
 RL1099
 RL1099.The geoid height was determined by GEOID03.
 RL1099
 RL1099.The dynamic height is computed by dividing the NAVD 88
 RL1099.geopotential number by the normal gravity value computed on the
 RL1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1099.degrees latitude (g = 980.6199 gals.).
 RL1099
 RL1099.The modeled gravity was interpolated from observed gravity values.
 RL1099
 RL1099;                    North         East    Units  Estimated Accuracy
 RL1099;SPC WI N     -   100,470.      670,700.      MT  (+/- 180 meters Scaled)
 RL1099
 RL1099                          SUPERSEDED SURVEY CONTROL
 RL1099
 RL1099  NGVD 29 (??/??/92)  516.171  (m)         1693.47   (f) ADJ UNCH    2 0
 RL1099
 RL1099.Superseded values are not recommended for survey control.
 RL1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1099.See file dsdata.txt to determine how the superseded data were derived.
 RL1099
 RL1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS386036(NAD 83)
 RL1099_MARKER: DB = BENCH MARK DISK
 RL1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1099_STAMPING: D 62 1948
 RL1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1099+STABILITY: SURFACE MOTION
 RL1099
 RL1099  HISTORY     - Date     Condition        Report By
 RL1099  HISTORY     - 1948     MONUMENTED       CGS
 RL1099  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL1099  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 RL1099  HISTORY     - 20020618 MARK NOT FOUND   USPSQD
 RL1099  HISTORY     - 20051005 MARK NOT FOUND   WIDT
 RL1099
 RL1099                          STATION DESCRIPTION
 RL1099
 RL1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1099'AT PHELPS.
 RL1099'AT PHELPS, AT THE CHICAGO AND NORTH WESTERN RAILWAY STATION,
 RL1099'50 FEET NORTH OF THE NORTHWEST CORNER OF THE RAILWAY STATION,
 RL1099'60 FEET WEST OF THE CENTER LINE OF COUNTY HIGHWAY E, 228 FEET
 RL1099'NORTH OF THE CENTER LINE OF STATE HIGHWAY 17, 14 FEET EAST OF
 RL1099'THE EAST RAIL, 6.5 FEET SOUTH OF A TELEPHONE POLE, 32 FEET
 RL1099'SOUTHWEST OF A WELL WITH PUMP, 2 FEET NORTH OF A WHITE WOODEN
 RL1099'WITNESS POST, 1 FOOT BELOW THE COUNTY HIGHWAY AND SET IN THE
 RL1099'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 RL1099
 RL1099                          STATION RECOVERY (1978)
 RL1099
 RL1099'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL1099'MARK NOT FOUND.
 RL1099
 RL1099                          STATION RECOVERY (1997)
 RL1099
 RL1099'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL1099'MARK NOT FOUND.
 RL1099
 RL1099                          STATION RECOVERY (2002)
 RL1099
 RL1099'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL1099'MARK NOT FOUND.
 RL1099
 RL1099                          STATION RECOVERY (2005)
 RL1099
 RL1099'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1099'MARK NOT FOUND.  ADD--THE PUBLISHED DISTANCES INTERSECT AT A POINT,
 RL1099'BUT NO EVIDENCE OF THE STATION WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL1077 ***********************************************************************
 RL1077  DESIGNATION -  D 63
 RL1077  PID         -  RL1077
 RL1077  STATE/COUNTY-  WI/VILAS
 RL1077  USGS QUAD   -  PHELPS (1981)
 RL1077
 RL1077                         *CURRENT SURVEY CONTROL
 RL1077  ___________________________________________________________________
 RL1077* NAD 83(1986)-  46 02 51.     (N)    089 06 53.     (W)     SCALED    
 RL1077* NAVD 88     -       524.721  (meters)    1721.52   (feet)  ADJUSTED  
 RL1077  ___________________________________________________________________
 RL1077  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 RL1077  DYNAMIC HT  -         524.711 (meters)    1721.49  (feet)  COMP
 RL1077  MODELED GRAV-     980,577.1   (mgal)                       NAVD 88
 RL1077
 RL1077  VERT ORDER  -  SECOND    CLASS 0
 RL1077
 RL1077.The horizontal coordinates were scaled from a topographic map and have
 RL1077.an estimated accuracy of +/- 6 seconds.
 RL1077
 RL1077.The orthometric height was determined by differential leveling
 RL1077.and adjusted by the National Geodetic Survey in June 1991..
 RL1077
 RL1077.The geoid height was determined by GEOID03.
 RL1077
 RL1077.The dynamic height is computed by dividing the NAVD 88
 RL1077.geopotential number by the normal gravity value computed on the
 RL1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1077.degrees latitude (g = 980.6199 gals.).
 RL1077
 RL1077.The modeled gravity was interpolated from observed gravity values.
 RL1077
 RL1077;                    North         East    Units  Estimated Accuracy
 RL1077;SPC WI N     -    98,280.      668,510.      MT  (+/- 180 meters Scaled)
 RL1077
 RL1077                          SUPERSEDED SURVEY CONTROL
 RL1077
 RL1077  NGVD 29 (??/??/92)  524.722  (m)         1721.53   (f) ADJ UNCH    2 0
 RL1077
 RL1077.Superseded values are not recommended for survey control.
 RL1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1077.See file dsdata.txt to determine how the superseded data were derived.
 RL1077
 RL1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS363014(NAD 83)
 RL1077_MARKER: DB = BENCH MARK DISK
 RL1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1077_STAMPING: D 63 1948
 RL1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1077+STABILITY: SURFACE MOTION
 RL1077_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1077+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2005
 RL1077
 RL1077  HISTORY     - Date     Condition        Report By
 RL1077  HISTORY     - 1948     MONUMENTED       CGS
 RL1077  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 RL1077  HISTORY     - 20051005 GOOD             WIDT
 RL1077
 RL1077                          STATION DESCRIPTION
 RL1077
 RL1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1077'1.9 MI SW FROM PHELPS.
 RL1077'ABOUT 1.9 MILES SOUTHWEST ALONG STATE HIGHWAY 17 FROM THE
 RL1077'PHELPS STATE BANK BUILDING AT PHELPS, ABOUT 35 YARDS NORTH OF
 RL1077'THE NORTH END OF A FILL, 54 FEET WEST OF THE CENTER LINE OF
 RL1077'THE HIGHWAY, 9 FEET EAST OF BRANCH POWER LINE POLE NO. NL 47
 RL1077'1574 35, 57 FEET NORTH OF THE CENTER LINE OF A PRIVATE DRIVE
 RL1077'TO A 2-STORY PART ROCK FARM HOUSE, 2 FEET SOUTH OF A WHITE WOODEN
 RL1077'WITNESS POST, 2 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A
 RL1077'CONCRETE POST PROJECTING 3 INCHES.
 RL1077
 RL1077                          STATION RECOVERY (1997)
 RL1077
 RL1077'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL1077'MARK NOT FOUND.
 RL1077
 RL1077                          STATION RECOVERY (2005)
 RL1077
 RL1077'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1077'RECOVERED IN GOOD CONDITION.  ADD THE STATION IS 23.0 M WEST OF AND
 RL1077'ACROSS THE HIGHWAY FROM POWER POLE NUMBERED  621035--, 17.0 M NORTH OF
 RL1077'A PRIVATE DRIVE TO THE RESIDENCE OF FIRE NUMBER  2740--. STATION IS
 RL1077'320.0 M SOUTHWEST OF HOLIDAY LODGE LANE, 1.0 M EAST OF AN ORANGE
 RL1077'FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL0447 ***********************************************************************
 RL0447  DESIGNATION -  D 64
 RL0447  PID         -  RL0447
 RL0447  STATE/COUNTY-  WI/FOREST
 RL0447  USGS QUAD   -  SMOKY LAKE (1981)
 RL0447
 RL0447                         *CURRENT SURVEY CONTROL
 RL0447  ___________________________________________________________________
 RL0447* NAD 83(1986)-  46 01 08.     (N)    088 53 24.     (W)     SCALED    
 RL0447* NAVD 88     -       485.462  (meters)    1592.72   (feet)  ADJUSTED  
 RL0447  ___________________________________________________________________
 RL0447  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 RL0447  DYNAMIC HT  -         485.459 (meters)    1592.71  (feet)  COMP
 RL0447  MODELED GRAV-     980,593.9   (mgal)                       NAVD 88
 RL0447
 RL0447  VERT ORDER  -  SECOND    CLASS 0
 RL0447
 RL0447.The horizontal coordinates were scaled from a topographic map and have
 RL0447.an estimated accuracy of +/- 6 seconds.
 RL0447
 RL0447.The orthometric height was determined by differential leveling
 RL0447.and adjusted by the National Geodetic Survey in June 1991..
 RL0447
 RL0447.The geoid height was determined by GEOID03.
 RL0447
 RL0447.The dynamic height is computed by dividing the NAVD 88
 RL0447.geopotential number by the normal gravity value computed on the
 RL0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0447.degrees latitude (g = 980.6199 gals.).
 RL0447
 RL0447.The modeled gravity was interpolated from observed gravity values.
 RL0447
 RL0447;                    North         East    Units  Estimated Accuracy
 RL0447;SPC WI N     -    95,320.      685,950.      MT  (+/- 180 meters Scaled)
 RL0447
 RL0447                          SUPERSEDED SURVEY CONTROL
 RL0447
 RL0447  NGVD 29 (??/??/92)  485.463  (m)         1592.72   (f) ADJ UNCH    2 0
 RL0447
 RL0447.Superseded values are not recommended for survey control.
 RL0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0447.See file dsdata.txt to determine how the superseded data were derived.
 RL0447
 RL0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR537978(NAD 83)
 RL0447_MARKER: DB = BENCH MARK DISK
 RL0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0447_STAMPING: D 64 1948
 RL0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0447+STABILITY: SURFACE MOTION
 RL0447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL0447+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2005
 RL0447
 RL0447  HISTORY     - Date     Condition        Report By
 RL0447  HISTORY     - 1948     MONUMENTED       CGS
 RL0447  HISTORY     - 20051114 GOOD             WIDT
 RL0447
 RL0447                          STATION DESCRIPTION
 RL0447
 RL0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0447'4 MI W FROM NELMA.
 RL0447'4.0 MILES WEST ALONG COUNTY ROAD D FROM ITS JUNCTION WITH STATE
 RL0447'HIGHWAY 55 AT NELMA, ABOUT 1.75 MILES WEST OF ELVOY SCHOOL,
 RL0447'ABOUT 0.2 MILE EAST OF A 5-PIPE CULVERT FOR ELVOY CREEK, AT
 RL0447'THE JUNCTION OF A GRAVEL ROAD LEADING SOUTH TO STATE HIGHWAY 70,
 RL0447'28 FEET SOUTH OF THE CENTER LINE OF COUNTY ROAD D, 47 FEET
 RL0447'WEST OF THE CENTER LINE OF THE ROAD SOUTH, 73 FEET SOUTHWEST
 RL0447'AND ACROSS ROAD FROM A ROAD DIRECTION SIGN, 3 FEET SOUTHWEST
 RL0447'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND
 RL0447'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 IN.
 RL0447
 RL0447                          STATION RECOVERY (2005)
 RL0447
 RL0447'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL0447'RECOVERED IN GOOD CONDITION.  ADD THE STATION IS 3.0 M NORTH OF
 RL0447'TELEPHONE PEDESTAL NUMBERED  1954-,  APPROXIMATELY 5.5 M NORTHWEST OF
 RL0447'POWER POLE NUMBERED -N701463-, 0.3 M NORTHWEST OF AN ORANGE FIBERGLASS
 RL0447'WITNESS POST, 0.6 M BELOW THE ROAD SURFACE OF COUNTY HIGHWAY A AND
 RL0447'ABOUT 3 CM BELOW GROUND.
 RL0447'--NOTE COUNTY HIGHWAY D IN THE PREVIOUS DESCRIPTION IS NOW NAMED
 RL0447'COUNTY HIGHWAY A. THE GRAVEL ROAD IN THE PREVIOUS DESCRIPTION IS NOW
 RL0447'NAMED FISHEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL1137 ***********************************************************************
 RL1137  DESIGNATION -  D 65
 RL1137  PID         -  RL1137
 RL1137  STATE/COUNTY-  WI/VILAS
 RL1137  USGS QUAD   -  PAPOOSE LAKE (1981)
 RL1137
 RL1137                         *CURRENT SURVEY CONTROL
 RL1137  ___________________________________________________________________
 RL1137* NAD 83(1986)-  46 13 59.     (N)    089 51 25.     (W)     SCALED    
 RL1137* NAVD 88     -       500.272  (meters)    1641.31   (feet)  ADJUSTED  
 RL1137  ___________________________________________________________________
 RL1137  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 RL1137  DYNAMIC HT  -         500.270 (meters)    1641.30  (feet)  COMP
 RL1137  MODELED GRAV-     980,595.6   (mgal)                       NAVD 88
 RL1137
 RL1137  VERT ORDER  -  SECOND    CLASS 0
 RL1137
 RL1137.The horizontal coordinates were scaled from a topographic map and have
 RL1137.an estimated accuracy of +/- 6 seconds.
 RL1137
 RL1137.The orthometric height was determined by differential leveling
 RL1137.and adjusted by the National Geodetic Survey in June 1991..
 RL1137
 RL1137.The geoid height was determined by GEOID03.
 RL1137
 RL1137.The dynamic height is computed by dividing the NAVD 88
 RL1137.geopotential number by the normal gravity value computed on the
 RL1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1137.degrees latitude (g = 980.6199 gals.).
 RL1137
 RL1137.The modeled gravity was interpolated from observed gravity values.
 RL1137
 RL1137;                    North         East    Units  Estimated Accuracy
 RL1137;SPC WI N     -   118,530.      611,030.      MT  (+/- 180 meters Scaled)
 RL1137
 RL1137                          SUPERSEDED SURVEY CONTROL
 RL1137
 RL1137  NGVD 29 (??/??/92)  500.267  (m)         1641.29   (f) ADJ UNCH    2 0
 RL1137
 RL1137.Superseded values are not recommended for survey control.
 RL1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1137.See file dsdata.txt to determine how the superseded data were derived.
 RL1137
 RL1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS797239(NAD 83)
 RL1137_MARKER: DB = BENCH MARK DISK
 RL1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1137_STAMPING: D 65 1948
 RL1137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1137+STABILITY: SURFACE MOTION
 RL1137
 RL1137  HISTORY     - Date     Condition        Report By
 RL1137  HISTORY     - 1948     MONUMENTED       CGS
 RL1137  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL1137  HISTORY     - 20050920 MARK NOT FOUND   WIDT
 RL1137
 RL1137                          STATION DESCRIPTION
 RL1137
 RL1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1137'3.5 MI NE FROM WINCHESTER.
 RL1137'ABOUT 0.75 MILE NORTH ALONG A BLACK TOP ROAD FROM THE GRADE
 RL1137'SCHOOL AT WINCHESTER, THENCE ABOUT 0.95 MILE EAST ALONG A BLACK
 RL1137'TOP ROAD, THENCE ABOUT 1.8 MILES NORTHEAST ALONG COUNTY ROAD W
 RL1137'LEADING TO WINEGAR, ABOUT 0.15 MILE SOUTHWEST OF A 12-FOOT
 RL1137'WOODEN BRIDGE, ABOUT 180 FEET NORTHEAST OF A CURVE WITH
 RL1137'TANGENTS WEST AND NORTHEAST, ABOUT 400 FEET SOUTHWEST OF A
 RL1137'CURVE WITH TANGENTS SOUTHWEST AND EAST-NORTHEAST, 25 FEET
 RL1137'NORTHWEST OF THE CENTER LINE OF THE ROAD 12 FEET EAST-SOUTHEAST
 RL1137'OF A TRIANGULAR BLAZED 10-INCH ASPEN TREE, 1 FOOT ABOVE THE
 RL1137'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 RL1137
 RL1137                          STATION RECOVERY (1978)
 RL1137
 RL1137'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL1137'MARK NOT FOUND.
 RL1137
 RL1137                          STATION RECOVERY (2005)
 RL1137
 RL1137'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1137'MARK NOT FOUND.  ADD--DIMENSIONS PLACE STATION IN THE ROAD BED OF THE
 RL1137'NEW COUNTY HIGHWAY W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0219 ***********************************************************************
 QN0219  DESIGNATION -  D 7
 QN0219  PID         -  QN0219
 QN0219  STATE/COUNTY-  WI/RUSK
 QN0219  USGS QUAD   -  LADYSMITH (1971)
 QN0219
 QN0219                         *CURRENT SURVEY CONTROL
 QN0219  ___________________________________________________________________
 QN0219* NAD 83(1986)-  45 23 08.     (N)    091 02 14.     (W)     SCALED    
 QN0219* NAVD 88     -       346.098  (meters)    1135.49   (feet)  ADJUSTED  
 QN0219  ___________________________________________________________________
 QN0219  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 QN0219  DYNAMIC HT  -         346.080 (meters)    1135.43  (feet)  COMP
 QN0219  MODELED GRAV-     980,555.7   (mgal)                       NAVD 88
 QN0219
 QN0219  VERT ORDER  -  FIRST     CLASS II
 QN0219
 QN0219.The horizontal coordinates were scaled from a topographic map and have
 QN0219.an estimated accuracy of +/- 6 seconds.
 QN0219
 QN0219.The orthometric height was determined by differential leveling
 QN0219.and adjusted by the National Geodetic Survey in June 1991..
 QN0219
 QN0219.The geoid height was determined by GEOID03.
 QN0219
 QN0219.The dynamic height is computed by dividing the NAVD 88
 QN0219.geopotential number by the normal gravity value computed on the
 QN0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0219.degrees latitude (g = 980.6199 gals.).
 QN0219
 QN0219.The modeled gravity was interpolated from observed gravity values.
 QN0219
 QN0219;                    North         East    Units  Estimated Accuracy
 QN0219;SPC WI C     -   173,010.      518,770.      MT  (+/- 180 meters Scaled)
 QN0219
 QN0219                          SUPERSEDED SURVEY CONTROL
 QN0219
 QN0219  NGVD 29 (??/??/92)  346.104  (m)         1135.51   (f) ADJ UNCH    1 2
 QN0219
 QN0219.Superseded values are not recommended for survey control.
 QN0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0219.See file dsdata.txt to determine how the superseded data were derived.
 QN0219
 QN0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL536276(NAD 83)
 QN0219_MARKER: DB = BENCH MARK DISK
 QN0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0219_STAMPING: 1135.510 D 7 1930
 QN0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0219+STABILITY: SURFACE MOTION
 QN0219
 QN0219  HISTORY     - Date     Condition        Report By
 QN0219  HISTORY     - 1930     MONUMENTED       CGS
 QN0219  HISTORY     - 1934     GOOD             NGS
 QN0219  HISTORY     - 20031104 MARK NOT FOUND   WIDT
 QN0219  HISTORY     - 20041005 MARK NOT FOUND   WIDT
 QN0219
 QN0219                          STATION DESCRIPTION
 QN0219
 QN0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 QN0219'AT CONRATH.
 QN0219'AT CONRATH, RUSK COUNTY, 64 FEET NORTHEAST OF THE NORTHEAST
 QN0219'CORNER OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY
 QN0219'STATION, 74 FEET EAST OF RIGHT ANGLES FROM THE EAST RAIL, AND
 QN0219'34 FEET SOUTH OF THE CENTER LINE OF A GRAVEL ROAD.  A STANDARD
 QN0219'DISK, STAMPED 1135.510 D 7 1930 AND SET IN THE TOP OF A CONCRETE
 QN0219'POST.
 QN0219
 QN0219                          STATION RECOVERY (1934)
 QN0219
 QN0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QN0219'RECOVERED IN GOOD CONDITION.
 QN0219
 QN0219                          STATION RECOVERY (2003)
 QN0219
 QN0219'RECOVERY NOTE BY WI DEPT OF TRANSP 2003
 QN0219'MARK NOT FOUND.
 QN0219
 QN0219                          STATION RECOVERY (2004)
 QN0219
 QN0219'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0329 ***********************************************************************
 NH0329  DESIGNATION -  D 78
 NH0329  PID         -  NH0329
 NH0329  STATE/COUNTY-  WI/WALWORTH
 NH0329  USGS QUAD   -  LAKE GENEVA (1976)
 NH0329
 NH0329                         *CURRENT SURVEY CONTROL
 NH0329  ___________________________________________________________________
 NH0329* NAD 83(1986)-  42 30 42.     (N)    088 29 32.     (W)     SCALED    
 NH0329* NAVD 88     -       300.413  (meters)     985.61   (feet)  ADJUSTED  
 NH0329  ___________________________________________________________________
 NH0329  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 NH0329  DYNAMIC HT  -         300.316 (meters)     985.29  (feet)  COMP
 NH0329  MODELED GRAV-     980,291.3   (mgal)                       NAVD 88
 NH0329
 NH0329  VERT ORDER  -  SECOND    CLASS I
 NH0329
 NH0329.The horizontal coordinates were scaled from a topographic map and have
 NH0329.an estimated accuracy of +/- 6 seconds.
 NH0329
 NH0329.The orthometric height was determined by differential leveling
 NH0329.and adjusted by the National Geodetic Survey in June 1991..
 NH0329
 NH0329.The geoid height was determined by GEOID03.
 NH0329
 NH0329.The dynamic height is computed by dividing the NAVD 88
 NH0329.geopotential number by the normal gravity value computed on the
 NH0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0329.degrees latitude (g = 980.6199 gals.).
 NH0329
 NH0329.The modeled gravity was interpolated from observed gravity values.
 NH0329
 NH0329;                    North         East    Units  Estimated Accuracy
 NH0329;SPC WI S     -    57,960.      723,910.      MT  (+/- 180 meters Scaled)
 NH0329
 NH0329                          SUPERSEDED SURVEY CONTROL
 NH0329
 NH0329  NGVD 29 (??/??/92)  300.475  (m)          985.81   (f) ADJ UNCH    2 0
 NH0329
 NH0329.Superseded values are not recommended for survey control.
 NH0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0329.See file dsdata.txt to determine how the superseded data were derived.
 NH0329
 NH0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN774076(NAD 83)
 NH0329_MARKER: DB = BENCH MARK DISK
 NH0329_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NH0329_SP_SET: BOX CULVERT
 NH0329_STAMPING: D 78 1960
 NH0329_MARK LOGO: CGS   
 NH0329_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NH0329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH0329+SATELLITE: SATELLITE OBSERVATIONS - 2001
 NH0329
 NH0329  HISTORY     - Date     Condition        Report By
 NH0329  HISTORY     - 1960     MONUMENTED       CGS
 NH0329  HISTORY     - 2001     GOOD             WIDT
 NH0329
 NH0329                          STATION DESCRIPTION
 NH0329
 NH0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0329'0.4 MI NW FROM ZENDA.
 NH0329'ABOUT 0.45 MILE NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NH0329'AND PACIFIC RAILROAD FROM THE STATION AT ZENDA, 0.25 MILE
 NH0329'SOUTHEAST OF MILEPOLE 68, 6 FEET NORTHEAST OF THE NORTHEAST RAIL,
 NH0329'IN TOP OF THE NORTHWEST END OF THE NORTHEAST HEAD WALL OF A
 NH0329'12-FOOT CONCRETE BOX CULVERT, 1 FOOT SOUTHEAST OF THE NORTHWEST
 NH0329'END OF THE HEAD WALL, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 NH0329'TRACK.
 NH0329
 NH0329                          STATION RECOVERY (2001)
 NH0329
 NH0329'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 NH0329'THE STATION IS LOCATED ABOUT 10 SOUTHWEST OF LAKE GENEVA, 9 KM
 NH0329'EAST-SOUTHEAST OF WALWORTH, AND 1 KM WEST OF ZENDA.
 NH0329'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 NH0329'STATION FROM THE JUNCTION OF US HIGHWAY 14 WITH STATE HIGHWAY 67 IN
 NH0329'THE VILLAGE OF WALWORTH, GO EAST ON STATE HIGHWAY 67 FOR 0.8 KM TO
 NH0329'WHERE STATE HIGHWAY 67 TURNS NORTH AND COUNTY HIGHWAY B CONTINUES
 NH0329'AHEAD, CONTINUE EAST ON COUNTY HIGHWAY B FOR 10.0 KM TO MILL ROAD ON
 NH0329'THE RIGHT, TURN RIGHT AND GO SOUTH ON MILL ROAD FOR 0.6 KM TO FORREST
 NH0329'GLEN STREET ON THE LEFT AND PRIVATE ENTERANCE --W3825-- ON THE RIGHT,
 NH0329'TURN RIGHT AND GO WEST ON PRIVATE ENTERANCE --W3825-- FOR 0.2 KM TO
 NH0329'THE RAILROAD TRACKS AND THE STATION ON THE RIGHT.  THE STATION IS A
 NH0329'BRONZE US COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP OF
 NH0329'A BOX CULVERT ABOUT 0.5 M BELOW THE RAILROAD TRACKS.  THE STATION IS
 NH0329'1.7 M NORTH OF THE CENTERLINE OF THE NORTHERN RAIL OF THE RAILROAD
 NH0329'TRACKS, 255 M WEST OF THE CENTERLINE OF A FIELD CROSSING, 153 M EAST
 NH0329'OF THE CENTERLINE OF A FIELD CROSSING, AND 0.2 M SOUTHWEST OF THE
 NH0329'NORTHEAST CORNER OF A CONCRETE BOX CULVERT.  ---NOTE---THIS STATION
 NH0329'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE
 NH0329'THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0188 ***********************************************************************
 ON0188  DESIGNATION -  D 79
 ON0188  PID         -  ON0188
 ON0188  STATE/COUNTY-  WI/VERNON
 ON0188  USGS QUAD   -  STODDARD (1983)
 ON0188
 ON0188                         *CURRENT SURVEY CONTROL
 ON0188  ___________________________________________________________________
 ON0188* NAD 83(1986)-  43 39 15.     (N)    091 09 14.     (W)     SCALED    
 ON0188* NAVD 88     -       202.739  (meters)     665.15   (feet)  ADJUSTED  
 ON0188  ___________________________________________________________________
 ON0188  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 ON0188  DYNAMIC HT  -         202.696 (meters)     665.01  (feet)  COMP
 ON0188  MODELED GRAV-     980,401.3   (mgal)                       NAVD 88
 ON0188
 ON0188  VERT ORDER  -  SECOND    CLASS 0
 ON0188
 ON0188.The horizontal coordinates were scaled from a topographic map and have
 ON0188.an estimated accuracy of +/- 6 seconds.
 ON0188
 ON0188.The orthometric height was determined by differential leveling
 ON0188.and adjusted by the National Geodetic Survey in June 1991..
 ON0188
 ON0188.The geoid height was determined by GEOID03.
 ON0188
 ON0188.The dynamic height is computed by dividing the NAVD 88
 ON0188.geopotential number by the normal gravity value computed on the
 ON0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0188.degrees latitude (g = 980.6199 gals.).
 ON0188
 ON0188.The modeled gravity was interpolated from observed gravity values.
 ON0188
 ON0188;                    North         East    Units  Estimated Accuracy
 ON0188;SPC WI S     -   184,410.      506,920.      MT  (+/- 180 meters Scaled)
 ON0188
 ON0188                          SUPERSEDED SURVEY CONTROL
 ON0188
 ON0188  NGVD 29 (??/??/92)  202.752  (m)          665.20   (f) ADJ UNCH    2 0
 ON0188
 ON0188.Superseded values are not recommended for survey control.
 ON0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0188.See file dsdata.txt to determine how the superseded data were derived.
 ON0188
 ON0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ488351(NAD 83)
 ON0188_MARKER: DB = BENCH MARK DISK
 ON0188_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ON0188_SP_SET: CULVERT
 ON0188_STAMPING: D 79 1934
 ON0188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0188
 ON0188  HISTORY     - Date     Condition        Report By
 ON0188  HISTORY     - 1934     MONUMENTED       CGS
 ON0188  HISTORY     - 1938     GOOD             NGS
 ON0188
 ON0188                          STATION DESCRIPTION
 ON0188
 ON0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 ON0188'4.1 MI E FROM STODDARD.
 ON0188'4.1 MILES EAST ALONG TRUNK HIGHWAY P FROM THE CHICAGO, BURLINGTON
 ON0188'AND QUINCY RAILROAD STATION AT STODDARD, VERNON COUNTY, AT A 2-
 ON0188'BY 2-FOOT CONCRETE BOX CULVERT, IN THE CENTER OF THE TOP OF THE
 ON0188'SOUTH CONCRETE HEADWALL, 15 FEET SOUTH OF THE CENTERLINE OF THE
 ON0188'HIGHWAY, AND 1-1/2 FEET HIGHER THAN THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0509 ***********************************************************************
 PN0509  DESIGNATION -  D 8 RESET 1966
 PN0509  PID         -  PN0509
 PN0509  STATE/COUNTY-  WI/WOOD
 PN0509  USGS QUAD   -  WISCONSIN RAPIDS NORTH (1984)
 PN0509
 PN0509                         *CURRENT SURVEY CONTROL
 PN0509  ___________________________________________________________________
 PN0509* NAD 83(1986)-  44 23 42.     (N)    089 49 55.     (W)     SCALED    
 PN0509* NAVD 88     -       306.652  (meters)    1006.07   (feet)  ADJUSTED  
 PN0509  ___________________________________________________________________
 PN0509  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 PN0509  DYNAMIC HT  -         306.597 (meters)    1005.89  (feet)  COMP
 PN0509  MODELED GRAV-     980,432.6   (mgal)                       NAVD 88
 PN0509
 PN0509  VERT ORDER  -  FIRST     CLASS II
 PN0509
 PN0509.The horizontal coordinates were scaled from a topographic map and have
 PN0509.an estimated accuracy of +/- 6 seconds.
 PN0509
 PN0509.The orthometric height was determined by differential leveling
 PN0509.and adjusted by the National Geodetic Survey in June 1991..
 PN0509
 PN0509.The geoid height was determined by GEOID03.
 PN0509
 PN0509.The dynamic height is computed by dividing the NAVD 88
 PN0509.geopotential number by the normal gravity value computed on the
 PN0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0509.degrees latitude (g = 980.6199 gals.).
 PN0509
 PN0509.The modeled gravity was interpolated from observed gravity values.
 PN0509
 PN0509;                    North         East    Units  Estimated Accuracy
 PN0509;SPC WI C     -    62,430.      613,390.      MT  (+/- 180 meters Scaled)
 PN0509
 PN0509                          SUPERSEDED SURVEY CONTROL
 PN0509
 PN0509.No superseded survey control is available for this station.
 PN0509
 PN0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ744196(NAD 83)
 PN0509_MARKER: DD = SURVEY DISK
 PN0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0509_STAMPING: D 8 RESET 1966
 PN0509_MARK LOGO: CGS   
 PN0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0509+STABILITY: SURFACE MOTION
 PN0509
 PN0509  HISTORY     - Date     Condition        Report By
 PN0509  HISTORY     - 1966     MONUMENTED       CGS
 PN0509  HISTORY     - 1983     MARK NOT FOUND   USGS
 PN0509  HISTORY     - 1985     GOOD             NGS
 PN0509  HISTORY     - 20040330 MARK NOT FOUND   USPSQD
 PN0509
 PN0509                          STATION DESCRIPTION
 PN0509
 PN0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PN0509'AT WISCONSIN RAPIDS.
 PN0509'AT WISCONSIN RAPIDS, IN THE TRIANGULAR PARK EAST OF THE CHICAGO,
 PN0509'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, ADJOINING
 PN0509'CONCRETE WALK IN THE NORTHEAST CORNER OF THE INTERSECTION OF
 PN0509'WEST GRAND AVENUE AND 7TH AVENUE NORTH, AND SET SLIGHTLY
 PN0509'RECESSED IN THE TOP OF A 12 INCH ROUND POST POURED INTEGRALLY
 PN0509'WITH A 24 INCH SQUARE BY 6 INCH DEEP SLAB AT SURFACE LEVEL WITH
 PN0509'THE CONCRETE WALK.
 PN0509
 PN0509                          STATION RECOVERY (1983)
 PN0509
 PN0509'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PN0509'MARK NOT FOUND.
 PN0509
 PN0509                          STATION RECOVERY (1985)
 PN0509
 PN0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0509'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPION FOLLOWS.  IN WISCONSIN
 PN0509'RAPIDS, AT THE INTERSECTION OF WEST GRAND AVENUE AND THE CHICAGO,
 PN0509'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, 43.3 M (142.1 FT) EAST OF
 PN0509'THE NEAR RAIL, 32.0 M (105.0 FT) WEST OF THE CENTER OF THE SOUTH
 PN0509'ENTRANCE TO THE GROSS TRUCKING COMPANY, 2.6 M (8.5 FT) NORTH OF THE
 PN0509'NORTH CURB OF THE AVENUE, 1.9 M (6.2 FT) NORTH-NORTHEAST OF A FIRE
 PN0509'HYDRANT, AND 0.1 M (0.3 FT) SOUTH OF A FENCE.
 PN0509'THE MARK IS 0.5 METERS  W FROM  A WITNESS POST
 PN0509'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 PN0509
 PN0509                          STATION RECOVERY (2004)
 PN0509
 PN0509'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0509'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0124 ***********************************************************************
 ON0124  DESIGNATION -  D 80
 ON0124  PID         -  ON0124
 ON0124  STATE/COUNTY-  WI/VERNON
 ON0124  USGS QUAD   -  READSTOWN (1983)
 ON0124
 ON0124                         *CURRENT SURVEY CONTROL
 ON0124  ___________________________________________________________________
 ON0124* NAD 83(1986)-  43 27 51.     (N)    090 48 49.     (W)     SCALED    
 ON0124* NAVD 88     -       254.669  (meters)     835.53   (feet)  ADJUSTED  
 ON0124  ___________________________________________________________________
 ON0124  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 ON0124  DYNAMIC HT  -         254.606 (meters)     835.32  (feet)  COMP
 ON0124  MODELED GRAV-     980,368.5   (mgal)                       NAVD 88
 ON0124
 ON0124  VERT ORDER  -  SECOND    CLASS 0
 ON0124
 ON0124.The horizontal coordinates were scaled from a topographic map and have
 ON0124.an estimated accuracy of +/- 6 seconds.
 ON0124
 ON0124.The orthometric height was determined by differential leveling
 ON0124.and adjusted by the National Geodetic Survey in June 1991..
 ON0124
 ON0124.The geoid height was determined by GEOID03.
 ON0124
 ON0124.The dynamic height is computed by dividing the NAVD 88
 ON0124.geopotential number by the normal gravity value computed on the
 ON0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0124.degrees latitude (g = 980.6199 gals.).
 ON0124
 ON0124.The modeled gravity was interpolated from observed gravity values.
 ON0124
 ON0124;                    North         East    Units  Estimated Accuracy
 ON0124;SPC WI S     -   162,980.      534,160.      MT  (+/- 180 meters Scaled)
 ON0124
 ON0124                          SUPERSEDED SURVEY CONTROL
 ON0124
 ON0124  NGVD 29 (??/??/92)  254.694  (m)          835.61   (f) ADJ UNCH    2 0
 ON0124
 ON0124.Superseded values are not recommended for survey control.
 ON0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0124.See file dsdata.txt to determine how the superseded data were derived.
 ON0124
 ON0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ768146(NAD 83)
 ON0124_MARKER: DB = BENCH MARK DISK
 ON0124_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ON0124_SP_SET: CULVERT
 ON0124_STAMPING: D-80 1934
 ON0124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0124
 ON0124  HISTORY     - Date     Condition        Report By
 ON0124  HISTORY     - 1934     MONUMENTED       CGS
 ON0124
 ON0124                          STATION DESCRIPTION
 ON0124
 ON0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0124'2.9 MI NW FROM READSTOWN.
 ON0124'2.9 MILES NORTHWEST OF THE POWER PLANT ON THE KICKAPOO RIVER
 ON0124'AT READSTOWN.  ALONG U.S. HIGHWAY 14.  SET IN THE SOUTHEAST
 ON0124'END OF THE NORTHEAST HEADWALL OF 3 FOOT BY 4 FOOT CONCRETE BOX
 ON0124'CULVERT, 15 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 ON0124'21 FEET SOUTHWEST OF RIGHT-OF-WAY FENCE, AT ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0125 ***********************************************************************
 ON0125  DESIGNATION -  D 80 RESET
 ON0125  PID         -  ON0125
 ON0125  STATE/COUNTY-  WI/VERNON
 ON0125  USGS QUAD   -  READSTOWN (1983)
 ON0125
 ON0125                         *CURRENT SURVEY CONTROL
 ON0125  ___________________________________________________________________
 ON0125* NAD 83(1986)-  43 27 51.     (N)    090 48 49.     (W)     SCALED    
 ON0125* NAVD 88     -       253.59   (+/-2cm)     832.0    (feet)  VERTCON   
 ON0125  ___________________________________________________________________
 ON0125  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 ON0125
 ON0125  VERT ORDER  -  THIRD (See Below)
 ON0125
 ON0125.The horizontal coordinates were scaled from a topographic map and have
 ON0125.an estimated accuracy of +/- 6 seconds.
 ON0125
 ON0125.The NAVD 88 height was computed by applying the VERTCON shift value to
 ON0125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ON0125.The vertical order pertains to the NGVD 29 superseded value.
 ON0125
 ON0125.The geoid height was determined by GEOID03.
 ON0125
 ON0125;                    North         East    Units  Estimated Accuracy
 ON0125;SPC WI S     -   162,980.      534,160.      MT  (+/- 180 meters Scaled)
 ON0125
 ON0125                          SUPERSEDED SURVEY CONTROL
 ON0125
 ON0125  NGVD 29 (09/01/04)  253.62   (m)          832.1    (f) RESET       3  
 ON0125
 ON0125.Superseded values are not recommended for survey control.
 ON0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0125.See file dsdata.txt to determine how the superseded data were derived.
 ON0125
 ON0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ768146(NAD 83)
 ON0125_MARKER: DB = BENCH MARK DISK
 ON0125_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ON0125_SP_SET: CULVERT
 ON0125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0125
 ON0125  HISTORY     - Date     Condition        Report By
 ON0125  HISTORY     - 1950     MONUMENTED       WIHD
 ON0125  HISTORY     - 1950     GOOD             NGS
 ON0125
 ON0125                          STATION DESCRIPTION
 ON0125
 ON0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ON0125'3 MI NW FROM READSTOWN.
 ON0125'ABOUT 3.0 MILES NORTHWEST ALONG U.S. HIGHWAY 14 FROM THE POWER
 ON0125'PLANT ON KICKAPOO RIVER AT READSTOWN, VERNON COUNTY, AT A 5-FOOT
 ON0125'BY 5-FOOT CONCRETE BOX CULVERT, ON THE NORTHEAST END AT THE TOP
 ON0125'OF THE NORTHWEST WINGWALL, 24 FEET NORTHEAST OF THE CENTERLINE
 ON0125'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE ROADWAY, 172.00 FEET,
 ON0125'S 36 DEG 31 MIN W, FROM THE OLD SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0099 ***********************************************************************
 ON0099  DESIGNATION -  D 81 RESET
 ON0099  PID         -  ON0099
 ON0099  STATE/COUNTY-  WI/RICHLAND
 ON0099  USGS QUAD   -  AVOCA (1983)
 ON0099
 ON0099                         *CURRENT SURVEY CONTROL
 ON0099  ___________________________________________________________________
 ON0099* NAD 83(1986)-  43 12 12.     (N)    090 15 03.     (W)     SCALED    
 ON0099* NAVD 88     -       213.25   (+/-2cm)     699.6    (feet)  VERTCON   
 ON0099  ___________________________________________________________________
 ON0099  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 ON0099
 ON0099  VERT ORDER  -  THIRD (See Below)
 ON0099
 ON0099.The horizontal coordinates were scaled from a topographic map and have
 ON0099.an estimated accuracy of +/- 6 seconds.
 ON0099
 ON0099.The NAVD 88 height was computed by applying the VERTCON shift value to
 ON0099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ON0099.The vertical order pertains to the NGVD 29 superseded value.
 ON0099
 ON0099.The geoid height was determined by GEOID03.
 ON0099
 ON0099;                    North         East    Units  Estimated Accuracy
 ON0099;SPC WI S     -   133,710.      579,620.      MT  (+/- 180 meters Scaled)
 ON0099
 ON0099                          SUPERSEDED SURVEY CONTROL
 ON0099
 ON0099  NGVD 29 (09/01/04)  213.31   (m)          699.8    (f) RESET       3  
 ON0099
 ON0099.Superseded values are not recommended for survey control.
 ON0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0099.See file dsdata.txt to determine how the superseded data were derived.
 ON0099
 ON0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH233870(NAD 83)
 ON0099_MARKER: DB = BENCH MARK DISK
 ON0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0099_STAMPING: D 81 RESET 1939
 ON0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0099+STABILITY: SURFACE MOTION
 ON0099
 ON0099  HISTORY     - Date     Condition        Report By
 ON0099  HISTORY     - 1939     MONUMENTED       WIHD
 ON0099
 ON0099                          STATION DESCRIPTION
 ON0099
 ON0099'DESCRIBED BY WI HIGHWAY DEPT 1939
 ON0099'2.6 MI SE FROM GOTHAM.
 ON0099'ABOUT 2.6 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST.
 ON0099'PAUL AND PACIFIC RAILROAD FROM THE STATION AT GOTHAM, RICHLAND
 ON0099'COUNTY, ABOUT 4 POLES NORTHWEST OF MILEPOST 3, ABOUT 317 YARDS
 ON0099'SOUTH AND 50 YARDS EAST OF THE NORTHWEST CORNER OF SEC. 3, T 8 N,
 ON0099'R 2 E, ABOUT 171 FEET SOUTHEAST OF THE CENTER OF A ROAD CROSSING,
 ON0099'21 FEET NORTHEAST OF THE CENTER LINE OF THE TRACK, AND ABOUT
 ON0099'2 1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 ON0099'D 81 RESET 1939 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0014 ***********************************************************************
 ON0014  DESIGNATION -  D 82
 ON0014  PID         -  ON0014
 ON0014  STATE/COUNTY-  WI/VERNON
 ON0014  USGS QUAD   -  HILLSBORO (1983)
 ON0014
 ON0014                         *CURRENT SURVEY CONTROL
 ON0014  ___________________________________________________________________
 ON0014* NAD 83(1986)-  43 40 19.     (N)    090 19 02.     (W)     SCALED    
 ON0014* NAVD 88     -       285.559  (meters)     936.87   (feet)  ADJUSTED  
 ON0014  ___________________________________________________________________
 ON0014  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 ON0014  DYNAMIC HT  -         285.487 (meters)     936.64  (feet)  COMP
 ON0014  MODELED GRAV-     980,358.7   (mgal)                       NAVD 88
 ON0014
 ON0014  VERT ORDER  -  SECOND    CLASS 0
 ON0014
 ON0014.The horizontal coordinates were scaled from a topographic map and have
 ON0014.an estimated accuracy of +/- 6 seconds.
 ON0014
 ON0014.The orthometric height was determined by differential leveling
 ON0014.and adjusted by the National Geodetic Survey in June 1991..
 ON0014
 ON0014.The geoid height was determined by GEOID03.
 ON0014
 ON0014.The dynamic height is computed by dividing the NAVD 88
 ON0014.geopotential number by the normal gravity value computed on the
 ON0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0014.degrees latitude (g = 980.6199 gals.).
 ON0014
 ON0014.The modeled gravity was interpolated from observed gravity values.
 ON0014
 ON0014;                    North         East    Units  Estimated Accuracy
 ON0014;SPC WI S     -   185,790.      574,420.      MT  (+/- 180 meters Scaled)
 ON0014
 ON0014                          SUPERSEDED SURVEY CONTROL
 ON0014
 ON0014  NGVD 29 (??/??/92)  285.581  (m)          936.94   (f) ADJ UNCH    2 0
 ON0014
 ON0014.Superseded values are not recommended for survey control.
 ON0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0014.See file dsdata.txt to determine how the superseded data were derived.
 ON0014
 ON0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ162389(NAD 83)
 ON0014_MARKER: DB = BENCH MARK DISK
 ON0014_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ON0014_SP_SET: BRIDGE
 ON0014_STAMPING: D 82 1934
 ON0014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0014
 ON0014  HISTORY     - Date     Condition        Report By
 ON0014  HISTORY     - 1934     MONUMENTED       CGS
 ON0014
 ON0014                          STATION DESCRIPTION
 ON0014
 ON0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0014'2.2 MI NE FROM HILLSBORO.
 ON0014'ABOUT 2.2 MILES NORTHEAST ALONG STATE HIGHWAY 80 FROM THE
 ON0014'PUBLIC SCHOOL AT HILLSBORO, VERNON COUNTY, AT A 50-FOOT CONCRETE
 ON0014'BRIDGE, IN THE TOP OF THE NORTHEAST WING WALL, 15 FEET EAST OF THE
 ON0014'CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE ROADWAY.
 ON0014'A STANDARD DISK, STAMPED D 82 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0015 ***********************************************************************
 ON0015  DESIGNATION -  D 82 RESET
 ON0015  PID         -  ON0015
 ON0015  STATE/COUNTY-  WI/VERNON
 ON0015  USGS QUAD   -  HILLSBORO (1983)
 ON0015
 ON0015                         *CURRENT SURVEY CONTROL
 ON0015  ___________________________________________________________________
 ON0015* NAD 83(1986)-  43 40 19.     (N)    090 19 02.     (W)     SCALED    
 ON0015* NAVD 88     -       288.46   (+/-2cm)     946.4    (feet)  VERTCON   
 ON0015  ___________________________________________________________________
 ON0015  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 ON0015
 ON0015  VERT ORDER  -  THIRD (See Below)
 ON0015
 ON0015.The horizontal coordinates were scaled from a topographic map and have
 ON0015.an estimated accuracy of +/- 6 seconds.
 ON0015
 ON0015.The NAVD 88 height was computed by applying the VERTCON shift value to
 ON0015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ON0015.The vertical order pertains to the NGVD 29 superseded value.
 ON0015
 ON0015.The geoid height was determined by GEOID03.
 ON0015
 ON0015;                    North         East    Units  Estimated Accuracy
 ON0015;SPC WI S     -   185,790.      574,420.      MT  (+/- 180 meters Scaled)
 ON0015
 ON0015                          SUPERSEDED SURVEY CONTROL
 ON0015
 ON0015  NGVD 29 (09/01/04)  288.48   (m)          946.5    (f) RESET       3  
 ON0015
 ON0015.Superseded values are not recommended for survey control.
 ON0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0015.See file dsdata.txt to determine how the superseded data were derived.
 ON0015
 ON0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ162389(NAD 83)
 ON0015_MARKER: DD = SURVEY DISK
 ON0015_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 ON0015_SP_SET: BRIDGE PARAPET
 ON0015_STAMPING: D 82 RESET 1965
 ON0015_MARK LOGO: CGS   
 ON0015_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ON0015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON0015+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2004
 ON0015
 ON0015  HISTORY     - Date     Condition        Report By
 ON0015  HISTORY     - 1965     MONUMENTED       LOCENG
 ON0015  HISTORY     - 20041001 GOOD             WIDT
 ON0015
 ON0015                          STATION DESCRIPTION
 ON0015
 ON0015'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965
 ON0015'2.2 MI N FROM HILLSBORO.
 ON0015'ABOUT 2.2 MILES NORTH ALONG STATE TRUNK HIGHWAY 80 FROM THE
 ON0015'PUBLIC SCHOOL AT HILLSBORO, AT A 104 FOOT 3-SPAN CONCRETE BRIDGE,
 ON0015'IN THE TOP OF THE SOUTHWEST CURB, 22 FEET WEST OF THE CENTERLINE
 ON0015'OF THE HIGHWAY AND ABOUT 2.0 FEET ABOVE THE CENTERLINE OF THE
 ON0015'ROADWAY.
 ON0015
 ON0015                          STATION RECOVERY (2004)
 ON0015
 ON0015'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 ON0015'OWNERSHIP -- WISCONSIN DEPARMENT OF TRANSPORTATION.  TO REACH THE
 ON0015'STATION FROM THE JUNCTION OF STATE HIGHWAY 80 AND STATE HIGHWAY 33
 ON0015'WITH COUNTY HIGHWAY WW ABOUT 1.9 MI (3.06 KM) NORTHEAST OF THE CITY
 ON0015'HILLSBORO, GO SOUTH ON STATE HIGHWAY 8O AND STATEHIGHWAY 33 FOR 1.25
 ON0015'MI (2.01 KM) TO THE STATION ON THE RIGHT.  THE STATION IS SET IN THE
 ON0015'SOUTHWEST END OF THE WEST BRIDGE PARAPET.  THE STATION IS A BRONZE US
 ON0015'COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP OF A BRIDGE
 ON0015'PARAPET AND ABOUT 0.2 M (0.7 FT) ABOVE THE HIGHWAY PAVEMENT.  6.9 M
 ON0015'(22.6 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 80 AND 3.0 M (9.8
 ON0015'FT) NORTH OF THE SOUTH END OF THE PARAPET.  ---NOTE--- THE STATION HAS
 ON0015'NO OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0154 ***********************************************************************
 OM0154  DESIGNATION -  D 85
 OM0154  PID         -  OM0154
 OM0154  STATE/COUNTY-  WI/DODGE
 OM0154  USGS QUAD   -  FOX LAKE (1980)
 OM0154
 OM0154                         *CURRENT SURVEY CONTROL
 OM0154  ___________________________________________________________________
 OM0154* NAD 83(1986)-  43 31 55.     (N)    088 54 07.     (W)     SCALED    
 OM0154* NAVD 88     -       268.188  (meters)     879.88   (feet)  ADJUSTED  
 OM0154  ___________________________________________________________________
 OM0154  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 OM0154  DYNAMIC HT  -         268.125 (meters)     879.67  (feet)  COMP
 OM0154  MODELED GRAV-     980,379.5   (mgal)                       NAVD 88
 OM0154
 OM0154  VERT ORDER  -  SECOND    CLASS 0
 OM0154
 OM0154.The horizontal coordinates were scaled from a topographic map and have
 OM0154.an estimated accuracy of +/- 6 seconds.
 OM0154
 OM0154.The orthometric height was determined by differential leveling
 OM0154.and adjusted by the National Geodetic Survey in June 1991..
 OM0154
 OM0154.The geoid height was determined by GEOID03.
 OM0154
 OM0154.The dynamic height is computed by dividing the NAVD 88
 OM0154.geopotential number by the normal gravity value computed on the
 OM0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0154.degrees latitude (g = 980.6199 gals.).
 OM0154
 OM0154.The modeled gravity was interpolated from observed gravity values.
 OM0154
 OM0154;                    North         East    Units  Estimated Accuracy
 OM0154;SPC WI S     -   170,770.      688,750.      MT  (+/- 180 meters Scaled)
 OM0154
 OM0154                          SUPERSEDED SURVEY CONTROL
 OM0154
 OM0154  NGVD 29 (??/??/92)  268.233  (m)          880.03   (f) ADJ UNCH    2 0
 OM0154
 OM0154.Superseded values are not recommended for survey control.
 OM0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0154.See file dsdata.txt to determine how the superseded data were derived.
 OM0154
 OM0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP463216(NAD 83)
 OM0154_MARKER: DB = BENCH MARK DISK
 OM0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0154_STAMPING: D 85 1934
 OM0154_MARK LOGO: CGS   
 OM0154_PROJECTION: FLUSH
 OM0154_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0154+STABILITY: SURFACE MOTION
 OM0154_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0154+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2003
 OM0154
 OM0154  HISTORY     - Date     Condition        Report By
 OM0154  HISTORY     - 1934     MONUMENTED       CGS
 OM0154  HISTORY     - 1943     GOOD             NGS
 OM0154  HISTORY     - 20030528 GOOD             WIDT
 OM0154
 OM0154                          STATION DESCRIPTION
 OM0154
 OM0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0154'3 MI SE FROM FOX LAKE.
 OM0154'3 MILES SOUTHEAST OF ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND
 OM0154'PACIFIC RAILROAD 5 POLES EAST OF FOX LAKE JUNCTION STATION, 9
 OM0154'FEET WEST OF THE CENTER LINE OF PUBLIC ROAD CROSSING, THENCE 18
 OM0154'FEET NORTH OF THE CENTER LINE OF THE TRACK, 30 FEET SOUTH OF
 OM0154'RIGHT-OF-WAY FENCE, 1 FOOT BELOW RAIL LEVEL.
 OM0154
 OM0154                          STATION RECOVERY (1943)
 OM0154
 OM0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 OM0154'RECOVERED IN GOOD CONDITION.
 OM0154
 OM0154                          STATION RECOVERY (2003)
 OM0154
 OM0154'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 OM0154'OWNERSHIP--TOWN OF WESTFORD.  TO REACH THE STATION FROM THE JUNCTION
 OM0154'OF STATE HIGHWAY 33 (SPRING STREET) WITH STATE HIGHWAY 66 (WEST STATE
 OM0154'STREET) IN THE CITY OF FOX LAKE, GO SOUTH OF STATE HIGHWAY 33 EAST
 OM0154'(SPRING STREET) FOR 0.9 MI (1.45 KM) TO SPRING ROAD ON THE RIGHT, TURN
 OM0154'RIGHT AND CONTINUE SOUTH ON SPRING ROAD FOR 1.5 MI (2.41 KM) TO
 OM0154'HICKORY BAY ROAD ON THE RIGHT, AND SPRING ROAD CONTINUING ON THE LEFT,
 OM0154'TURN LEFT AND GO EAST ON SPRING ROAD FOR 0.2 MI (0.32 KM) TO THE
 OM0154'STATION ON THE LEFT.  THE STATION IS A BRONZE US COAST AND GEODETIC
 OM0154'SURVEY BENCH MARK DISK SET IN THE TOP OF A 24-CM SQUARE CONCRETE POST
 OM0154'ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 5.5 M (18.0 FT)
 OM0154'NORTHWEST OF THE CENTERLINE OF SPRING ROAD, 25.0 M (82.0 FT) EAST OF
 OM0154'THE EXTENDED CENTERLINE OF SIESKE ROAD, 4.8 M (15.7 FT) NORTHEAST OF
 OM0154'THE NORTHEAST RAIL, 1.8 M (5.9 FT) WEST OF A WOOD POST FOR --STOP--
 OM0154'SIGN, 1.0 M (3.3 FT) EAST OF A WOOD POST FOR A --RAILROAD CROSSING--
 OM0154'SIGN, AND 1.0 M (3.3 FT) EAST OF THE STEEL WITNESS POST.
 OM0154'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO
 OM0154'BEING NEXT TO ROAD SIGNS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0064 ***********************************************************************
 OM0064  DESIGNATION -  D 86
 OM0064  PID         -  OM0064
 OM0064  STATE/COUNTY-  WI/WASHINGTON
 OM0064  USGS QUAD   -  HARTFORD EAST (1976)
 OM0064
 OM0064                         *CURRENT SURVEY CONTROL
 OM0064  ___________________________________________________________________
 OM0064* NAD 83(1986)-  43 19 48.     (N)    088 17 22.     (W)     SCALED    
 OM0064* NAVD 88     -       320.430  (meters)    1051.28   (feet)  ADJUSTED  
 OM0064  ___________________________________________________________________
 OM0064  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 OM0064  DYNAMIC HT  -         320.351 (meters)    1051.02  (feet)  COMP
 OM0064  MODELED GRAV-     980,365.0   (mgal)                       NAVD 88
 OM0064
 OM0064  VERT ORDER  -  SECOND    CLASS 0
 OM0064
 OM0064.The horizontal coordinates were scaled from a topographic map and have
 OM0064.an estimated accuracy of +/- 6 seconds.
 OM0064
 OM0064.The orthometric height was determined by differential leveling
 OM0064.and adjusted by the National Geodetic Survey in June 1991..
 OM0064
 OM0064.The geoid height was determined by GEOID03.
 OM0064
 OM0064.The dynamic height is computed by dividing the NAVD 88
 OM0064.geopotential number by the normal gravity value computed on the
 OM0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0064.degrees latitude (g = 980.6199 gals.).
 OM0064
 OM0064.The modeled gravity was interpolated from observed gravity values.
 OM0064
 OM0064;                    North         East    Units  Estimated Accuracy
 OM0064;SPC WI S     -   149,170.      738,710.      MT  (+/- 180 meters Scaled)
 OM0064
 OM0064                          SUPERSEDED SURVEY CONTROL
 OM0064
 OM0064  NGVD 29 (??/??/92)  320.484  (m)         1051.45   (f) ADJ UNCH    2 0
 OM0064
 OM0064.Superseded values are not recommended for survey control.
 OM0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0064.See file dsdata.txt to determine how the superseded data were derived.
 OM0064
 OM0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN954982(NAD 83)
 OM0064_MARKER: DB = BENCH MARK DISK
 OM0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0064_STAMPING: D-86 1934
 OM0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0064+STABILITY: SURFACE MOTION
 OM0064
 OM0064  HISTORY     - Date     Condition        Report By
 OM0064  HISTORY     - 1934     MONUMENTED       CGS
 OM0064  HISTORY     - 1957     MARK NOT FOUND   USGS
 OM0064  HISTORY     - 1980     MARK NOT FOUND   LOCSUR
 OM0064
 OM0064                          STATION DESCRIPTION
 OM0064
 OM0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0064'AT SLINGER.
 OM0064'ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC RAILROAD
 OM0064'636 FEET NORTHWEST OF THE MINNEAPOLIS, ST PAUL AND SAULT STE
 OM0064'MARIE RAILROAD CROSSING, 324 FEET NORTHWEST OF THE DEPOT, 30
 OM0064'FEET SOUTHEAST OF THE CENTER LINE OF PUBLIC ROAD CROSSING,
 OM0064'THENCE 21 FEET NORTHEAST OF THE CENTER LINE OF THE TRACK, 1.5
 OM0064'FEET BELOW RAIL LEVEL.
 OM0064
 OM0064                          STATION RECOVERY (1957)
 OM0064
 OM0064'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 OM0064'MARK NOT FOUND.
 OM0064
 OM0064                          STATION RECOVERY (1980)
 OM0064
 OM0064'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 OM0064'FALLS IN SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0070 ***********************************************************************
 OL0070  DESIGNATION -  D 87
 OL0070  PID         -  OL0070
 OL0070  STATE/COUNTY-  WI/OZAUKEE
 OL0070  USGS QUAD   -  PORT WASHINGTON WEST (1994)
 OL0070
 OL0070                         *CURRENT SURVEY CONTROL
 OL0070  ___________________________________________________________________
 OL0070* NAD 83(1986)-  43 24 12.     (N)    087 52 59.     (W)     SCALED    
 OL0070* NAVD 88     -       210.291  (meters)     689.93   (feet)  ADJUSTED  
 OL0070  ___________________________________________________________________
 OL0070  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 OL0070  DYNAMIC HT  -         210.244 (meters)     689.78  (feet)  COMP
 OL0070  MODELED GRAV-     980,392.5   (mgal)                       NAVD 88
 OL0070
 OL0070  VERT ORDER  -  SECOND    CLASS I
 OL0070
 OL0070.The horizontal coordinates were scaled from a topographic map and have
 OL0070.an estimated accuracy of +/- 6 seconds.
 OL0070
 OL0070.The orthometric height was determined by differential leveling
 OL0070.and adjusted by the National Geodetic Survey in May 2003..
 OL0070
 OL0070.The geoid height was determined by GEOID03.
 OL0070
 OL0070.The dynamic height is computed by dividing the NAVD 88
 OL0070.geopotential number by the normal gravity value computed on the
 OL0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0070.degrees latitude (g = 980.6199 gals.).
 OL0070
 OL0070.The modeled gravity was interpolated from observed gravity values.
 OL0070
 OL0070;                    North         East    Units  Estimated Accuracy
 OL0070;SPC WI S     -   158,070.      771,450.      MT  (+/- 180 meters Scaled)
 OL0070
 OL0070                          SUPERSEDED SURVEY CONTROL
 OL0070
 OL0070  NAVD 88 (06/15/91)  210.286  (m)          689.91   (f) UNKNOWN     1 0
 OL0070  NGVD 29 (??/??/92)  210.331  (m)          690.06   (f) ADJ UNCH    2 0
 OL0070
 OL0070.Superseded values are not recommended for survey control.
 OL0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0070.See file dsdata.txt to determine how the superseded data were derived.
 OL0070
 OL0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP284059(NAD 83)
 OL0070_MARKER: DB = BENCH MARK DISK
 OL0070_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OL0070_SP_SET: BRIDGE ABUTMENT
 OL0070_STAMPING: D 87 1934
 OL0070_MARK LOGO: CGS   
 OL0070_MAGNETIC: N = NO MAGNETIC MATERIAL
 OL0070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0070_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0070+SATELLITE: SATELLITE OBSERVATIONS - 2001
 OL0070
 OL0070  HISTORY     - Date     Condition        Report By
 OL0070  HISTORY     - 1934     MONUMENTED       CGS
 OL0070  HISTORY     - 1972     GOOD             NGS
 OL0070  HISTORY     - 2001     GOOD             WIDT
 OL0070
 OL0070                          STATION DESCRIPTION
 OL0070
 OL0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0070'1.2 MI N FROM PORT WASHINGTON.
 OL0070'ABOUT 1.15 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN
 OL0070'RAILWAY FROM THE CROSSING OF GRAND AVENUE (WEST) AT PORT
 OL0070'WASHINGTON, 11 RAILS SOUTH OF THE CENTER OF A PRIVATE ROAD
 OL0070'CROSSING, AT THE NORTH END OF A RAILROAD BRIDGE OVER SAUK
 OL0070'CREEK, 7.7 FEET WEST OF THE WEST RAIL, SET IN THE TOP OF THE
 OL0070'WEST END OF THE NORTH STONE ABUTMENT OF BRIDGE, 0.8 FOOT
 OL0070'NORTHWEST OF THE NORTHWEST CORNER OF A NEW CONCRETE ABUTMENT
 OL0070'OVER THE STONE ABUTMENT AND 2 1/2 FEET BELOW THE TOP OF THE
 OL0070'RAIL.  SEC 20, T 11N, R 22E
 OL0070
 OL0070                          STATION RECOVERY (2001)
 OL0070
 OL0070'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OL0070'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0226 ***********************************************************************
 OL0226  DESIGNATION -  D 88
 OL0226  PID         -  OL0226
 OL0226  STATE/COUNTY-  WI/SHEBOYGAN
 OL0226  USGS QUAD   -  SHEBOYGAN NORTH (1994)
 OL0226
 OL0226                         *CURRENT SURVEY CONTROL
 OL0226  ___________________________________________________________________
 OL0226* NAD 83(1986)-  43 51 21.     (N)    087 44 45.     (W)     SCALED    
 OL0226* NAVD 88     -       193.293  (meters)     634.16   (feet)  ADJUSTED  
 OL0226  ___________________________________________________________________
 OL0226  GEOID HEIGHT-         -35.90  (meters)                     GEOID03
 OL0226  DYNAMIC HT  -         193.258 (meters)     634.05  (feet)  COMP
 OL0226  MODELED GRAV-     980,432.6   (mgal)                       NAVD 88
 OL0226
 OL0226  VERT ORDER  -  SECOND    CLASS 0
 OL0226
 OL0226.The horizontal coordinates were scaled from a topographic map and have
 OL0226.an estimated accuracy of +/- 6 seconds.
 OL0226
 OL0226.The orthometric height was determined by differential leveling
 OL0226.and adjusted by the National Geodetic Survey in June 1991..
 OL0226
 OL0226.The geoid height was determined by GEOID03.
 OL0226
 OL0226.The dynamic height is computed by dividing the NAVD 88
 OL0226.geopotential number by the normal gravity value computed on the
 OL0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0226.degrees latitude (g = 980.6199 gals.).
 OL0226
 OL0226.The modeled gravity was interpolated from observed gravity values.
 OL0226
 OL0226;                    North         East    Units  Estimated Accuracy
 OL0226;SPC WI S     -   208,620.      781,210.      MT  (+/- 180 meters Scaled)
 OL0226
 OL0226                          SUPERSEDED SURVEY CONTROL
 OL0226
 OL0226  NGVD 29 (??/??/92)  193.321  (m)          634.25   (f) ADJ UNCH    2 0
 OL0226
 OL0226.Superseded values are not recommended for survey control.
 OL0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0226.See file dsdata.txt to determine how the superseded data were derived.
 OL0226
 OL0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP400561(NAD 83)
 OL0226_MARKER: DB = BENCH MARK DISK
 OL0226_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OL0226_SP_SET: BRIDGE
 OL0226_STAMPING: D-88 1934
 OL0226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0226
 OL0226  HISTORY     - Date     Condition        Report By
 OL0226  HISTORY     - 1934     MONUMENTED       CGS
 OL0226  HISTORY     - 1972     MARK NOT FOUND   NGS
 OL0226  HISTORY     - 20031207 MARK NOT FOUND   USPSQD
 OL0226
 OL0226                          STATION DESCRIPTION
 OL0226
 OL0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OL0226'0.5 MI N FROM HAVEN.
 OL0226'ALONG THE CHICAGO AND NORTHWESTERN RAILROAD, 150 FEET SOUTH
 OL0226'OF PUBLIC CROSSING, AT 60 FOOT BRIDGE 2044.  SET IN THE WEST
 OL0226'END OF THE SOUTH CONCRETE BACKWALL, 8 FEET WEST OF CENTERLINE
 OL0226'OF TRACK AND 1 1/2 FEET BELOW RAIL TOP.
 OL0226
 OL0226                          STATION RECOVERY (1972)
 OL0226
 OL0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 OL0226'MARK NOT FOUND.
 OL0226
 OL0226                          STATION RECOVERY (2003)
 OL0226
 OL0226'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OL0226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0227 ***********************************************************************
 OL0227  DESIGNATION -  D 88 RESET
 OL0227  PID         -  OL0227
 OL0227  STATE/COUNTY-  WI/SHEBOYGAN
 OL0227  USGS QUAD   -  SHEBOYGAN NORTH (1994)
 OL0227
 OL0227                         *CURRENT SURVEY CONTROL
 OL0227  ___________________________________________________________________
 OL0227* NAD 83(1986)-  43 51 22.     (N)    087 44 45.     (W)     SCALED    
 OL0227* NAVD 88     -       193.504  (meters)     634.85   (feet)  ADJUSTED  
 OL0227  ___________________________________________________________________
 OL0227  GEOID HEIGHT-         -35.90  (meters)                     GEOID03
 OL0227  DYNAMIC HT  -         193.469 (meters)     634.74  (feet)  COMP
 OL0227  MODELED GRAV-     980,432.6   (mgal)                       NAVD 88
 OL0227
 OL0227  VERT ORDER  -  SECOND    CLASS I
 OL0227
 OL0227.The horizontal coordinates were scaled from a topographic map and have
 OL0227.an estimated accuracy of +/- 6 seconds.
 OL0227
 OL0227.The orthometric height was determined by differential leveling
 OL0227.and adjusted by the National Geodetic Survey in May 2003..
 OL0227
 OL0227.The geoid height was determined by GEOID03.
 OL0227
 OL0227.The dynamic height is computed by dividing the NAVD 88
 OL0227.geopotential number by the normal gravity value computed on the
 OL0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0227.degrees latitude (g = 980.6199 gals.).
 OL0227
 OL0227.The modeled gravity was interpolated from observed gravity values.
 OL0227
 OL0227;                    North         East    Units  Estimated Accuracy
 OL0227;SPC WI S     -   208,650.      781,210.      MT  (+/- 180 meters Scaled)
 OL0227
 OL0227                          SUPERSEDED SURVEY CONTROL
 OL0227
 OL0227  NAVD 88 (06/15/91)  193.493  (m)          634.82   (f) UNKNOWN     1 0
 OL0227
 OL0227.Superseded values are not recommended for survey control.
 OL0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0227.See file dsdata.txt to determine how the superseded data were derived.
 OL0227
 OL0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP400561(NAD 83)
 OL0227_MARKER: DB = BENCH MARK DISK
 OL0227_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OL0227_SP_SET: BRIDGE ABUTMENT
 OL0227_STAMPING: D 88 RESET 1962
 OL0227_MARK LOGO: CGS   
 OL0227_MAGNETIC: N = NO MAGNETIC MATERIAL
 OL0227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0227_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0227+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2003
 OL0227
 OL0227  HISTORY     - Date     Condition        Report By
 OL0227  HISTORY     - 1962     MONUMENTED       CGS
 OL0227  HISTORY     - 1972     GOOD             NGS
 OL0227  HISTORY     - 20010524 GOOD             WIDT
 OL0227  HISTORY     - 20031207 GOOD             USPSQD
 OL0227
 OL0227                          STATION DESCRIPTION
 OL0227
 OL0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0227'0.5 MI N FROM HAVEN.
 OL0227'ABOUT 0.5 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OL0227'FROM THE CROSSING OF COUNTY ROAD A AT HAVEN, 131 FEET SOUTH
 OL0227'OF THE CENTER OF THE CROSSING OF LUELLOFF ROAD, AT THE SOUTH
 OL0227'END OF A 60 FOOT STEEL GIRDER BRIDGE OVER SEVEN MILE CREEK,
 OL0227'6.2 FEET WEST OF THE WEST RAIL, SET IN THE TOP OF THE WEST END
 OL0227'OF THE SOUTH CONCRETE ABUTMENT OF THE BRIDGE AND 1 FOOT BELOW
 OL0227'THE LEVEL OF THE TRACK.  SECTION 16, T 16N, R23E.
 OL0227
 OL0227                          STATION RECOVERY (2001)
 OL0227
 OL0227'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OL0227'RECOVERED AS DESCRIBED.
 OL0227
 OL0227                          STATION RECOVERY (2003)
 OL0227
 OL0227'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OL0227'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.3 FEET EAST OF
 OL0227'THE WEST END OF THE SOUTH CONCRETE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0097 ***********************************************************************
 PM0097  DESIGNATION -  D 89
 PM0097  PID         -  PM0097
 PM0097  STATE/COUNTY-  WI/MANITOWOC
 PM0097  USGS QUAD   -  DENMARK (1978)
 PM0097
 PM0097                         *CURRENT SURVEY CONTROL
 PM0097  ___________________________________________________________________
 PM0097* NAD 83(1986)-  44 18 27.     (N)    087 49 08.     (W)     SCALED    
 PM0097* NAVD 88     -       247.885  (meters)     813.27   (feet)  ADJUSTED  
 PM0097  ___________________________________________________________________
 PM0097  GEOID HEIGHT-         -36.05  (meters)                     GEOID03
 PM0097  DYNAMIC HT  -         247.849 (meters)     813.15  (feet)  COMP
 PM0097  MODELED GRAV-     980,467.7   (mgal)                       NAVD 88
 PM0097
 PM0097  VERT ORDER  -  FIRST     CLASS 0
 PM0097
 PM0097.The horizontal coordinates were scaled from a topographic map and have
 PM0097.an estimated accuracy of +/- 6 seconds.
 PM0097
 PM0097.The orthometric height was determined by differential leveling
 PM0097.and adjusted by the National Geodetic Survey in June 1991..
 PM0097.WARNING-Repeat measurements at this control monument indicate possible
 PM0097.vertical movement.
 PM0097
 PM0097.The geoid height was determined by GEOID03.
 PM0097
 PM0097.The dynamic height is computed by dividing the NAVD 88
 PM0097.geopotential number by the normal gravity value computed on the
 PM0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0097.degrees latitude (g = 980.6199 gals.).
 PM0097
 PM0097.The modeled gravity was interpolated from observed gravity values.
 PM0097
 PM0097;                    North         East    Units  Estimated Accuracy
 PM0097;SPC WI S     -   258,630.      774,020.      MT  (+/- 180 meters Scaled)
 PM0097
 PM0097                          SUPERSEDED SURVEY CONTROL
 PM0097
 PM0097  NGVD 29 (??/??/92)  247.851  (m)          813.16   (f) ADJ UNCH    2 0
 PM0097
 PM0097.Superseded values are not recommended for survey control.
 PM0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0097.See file dsdata.txt to determine how the superseded data were derived.
 PM0097
 PM0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ346063(NAD 83)
 PM0097_MARKER: DB = BENCH MARK DISK
 PM0097_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PM0097_SP_SET: BRIDGE ABUTMENT
 PM0097_STAMPING: D 89 1934
 PM0097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0097
 PM0097  HISTORY     - Date     Condition        Report By
 PM0097  HISTORY     - 1934     MONUMENTED       CGS
 PM0097  HISTORY     - 1972     GOOD             NGS
 PM0097  HISTORY     - 20030619 MARK NOT FOUND   USPSQD
 PM0097
 PM0097                          STATION DESCRIPTION
 PM0097
 PM0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0097'2.3 MI N FROM MARIBEL.
 PM0097'ABOUT 2.3 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN
 PM0097'RAILWAY FROM THE CROSSING OF COUNTY ROAD Z AT MARIBEL, AT A
 PM0097'RAILROAD BRIDGE OVER THE DEVILS RIVER, 5 POLES SOUTH OF MILEPOST
 PM0097'95, 0.3 MILE SOUTH OF A WOODEN OVERPASS, SET IN THE TOP OF THE
 PM0097'WEST END OF THE SOUTH CONCRETE ABUTMENT OF THE BRIDGE, 6.5 FEET
 PM0097'WEST OF THE WEST RAIL AND 10 INCHES BELOW THE LEVEL OF THE
 PM0097'TRACK.  SEC 10, T21N, R22E.
 PM0097
 PM0097                          STATION RECOVERY (2003)
 PM0097
 PM0097'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0097'STATION NOT FOUND.  THE INDENTATION IN THE CONCRETE WHERE THE DISK WAS
 PM0097'LOCATED WAS FOUND AND THE DISK HAS BEEN REPLACED BY A 3/4 INCH
 PM0097'DIAMETER METAL ROD IN THE CONCRETE ABUTMENT.
 PM0097'TO REACH THE STATION, FROM THE BRIDGE ON ZANDER ROAD OVER THE
 PM0097'ABANDONED RAILROAD, WALK SOUTH 5 POLES TO A HIGHTENSION WIRE OVER THE
 PM0097'RAILROAD BED, CONTINUE SOUTH FOR TWO MORE POLES TO MILEMARKER 95,
 PM0097'CONTINUE SOUTH FOR 4 MORE POLES TO THE SOUTHERN END OF THE BRIDGE
 PM0097'NUMBERED U52.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0057 ***********************************************************************
 PN0057  DESIGNATION -  D 9
 PN0057  PID         -  PN0057
 PN0057  STATE/COUNTY-  WI/BROWN
 PN0057  USGS QUAD   -  ONEIDA NORTH (1992)
 PN0057
 PN0057                         *CURRENT SURVEY CONTROL
 PN0057  ___________________________________________________________________
 PN0057* NAD 83(1986)-  44 31 06.     (N)    088 10 10.     (W)     SCALED    
 PN0057* NAVD 88     -       210.829  (meters)     691.69   (feet)  ADJUSTED  
 PN0057  ___________________________________________________________________
 PN0057  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PN0057  DYNAMIC HT  -         210.802 (meters)     691.61  (feet)  COMP
 PN0057  MODELED GRAV-     980,485.0   (mgal)                       NAVD 88
 PN0057
 PN0057  VERT ORDER  -  FIRST     CLASS II
 PN0057
 PN0057.The horizontal coordinates were scaled from a topographic map and have
 PN0057.an estimated accuracy of +/- 6 seconds.
 PN0057
 PN0057.The orthometric height was determined by differential leveling
 PN0057.and adjusted by the National Geodetic Survey in June 1991..
 PN0057
 PN0057.The geoid height was determined by GEOID03.
 PN0057
 PN0057.The dynamic height is computed by dividing the NAVD 88
 PN0057.geopotential number by the normal gravity value computed on the
 PN0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0057.degrees latitude (g = 980.6199 gals.).
 PN0057
 PN0057.The modeled gravity was interpolated from observed gravity values.
 PN0057
 PN0057;                    North         East    Units  Estimated Accuracy
 PN0057;SPC WI C     -    77,760.      745,520.      MT  (+/- 180 meters Scaled)
 PN0057
 PN0057                          SUPERSEDED SURVEY CONTROL
 PN0057
 PN0057  NGVD 29 (??/??/92)  210.862  (m)          691.80   (f) ADJ UNCH    1 2
 PN0057
 PN0057.Superseded values are not recommended for survey control.
 PN0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0057.See file dsdata.txt to determine how the superseded data were derived.
 PN0057
 PN0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ070301(NAD 83)
 PN0057_MARKER: DB = BENCH MARK DISK
 PN0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0057_STAMPING: D 9 1930
 PN0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0057+STABILITY: SURFACE MOTION
 PN0057_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0057+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 PN0057
 PN0057  HISTORY     - Date     Condition        Report By
 PN0057  HISTORY     - 1930     MONUMENTED       CGS
 PN0057  HISTORY     - 1951     MARK NOT FOUND   USGS
 PN0057  HISTORY     - 1985     MARK NOT FOUND   NGS
 PN0057  HISTORY     - 19940531 MARK NOT FOUND   WI-009
 PN0057  HISTORY     - 20031214 MARK NOT FOUND   USPSQD
 PN0057  HISTORY     - 20050810 GOOD             WIDT
 PN0057
 PN0057                          STATION DESCRIPTION
 PN0057
 PN0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 PN0057'1.7 MI E FROM ONEIDA.
 PN0057'ON THE GREEN BAY AND WESTERN RAILROAD, 1.70 MILES EAST OF THE
 PN0057'DEPOT AT ONEIDA, 144 FEET EAST OF THE CENTERLINE OF A COUNTRY
 PN0057'GRAVEL ROAD, 44 FEET SOUTH OF THE SOUTH AND NEAREST RAIL, AND
 PN0057'3 FEET NORTH OF THE PROPERTY LINE FENCE OF THE RAILROAD, STANDARD
 PN0057'BRONZE DISC SET IN CONCRETE MONUMENT.
 PN0057
 PN0057                          STATION RECOVERY (1951)
 PN0057
 PN0057'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 PN0057'MARK NOT FOUND.
 PN0057
 PN0057                          STATION RECOVERY (1985)
 PN0057
 PN0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0057'MARK NOT FOUND.
 PN0057
 PN0057                          STATION RECOVERY (1994)
 PN0057
 PN0057'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0057'MARK NOT FOUND.
 PN0057
 PN0057                          STATION RECOVERY (2003)
 PN0057
 PN0057'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0057'MARK NOT FOUND.
 PN0057
 PN0057                          STATION RECOVERY (2005)
 PN0057
 PN0057'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0057'RECOVERED IN GOOD CONDITION.  ADD--THE STATION IS 45.7 M EAST OF THE
 PN0057'CENTERLINE OF THE OLD RAILROAD CROSSING, THE BRASS CAP IS SET IN A 23
 PN0057'CM X 23 CM CONCRETE PAD 3CM BELOW THE SURFACE OF THE GROUND AND 0.4 M
 PN0057'NORTH OF AN ORANGE FIBERGLASS WITNESS POST.
 PN0057' --NOTE-- THE PREVIOUSLY DESCRIBED GRAVEL ROAD IS NOW PAVED AND NAMED
 PN0057'--NORTH OVERLAND ROAD--, --NOTE2-- THE FENCE LINE HAS FALLEN OVER BUT
 PN0057'IS STILL PRESENT. --NOTE3--THE RAILROAD TRACKS HAVE BEEN REMOVED BUT
 PN0057'THE GRAVEL RAILROAD BED REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0013 ***********************************************************************
 OM0013  DESIGNATION -  D 90
 OM0013  PID         -  OM0013
 OM0013  STATE/COUNTY-  WI/SHEBOYGAN
 OM0013  USGS QUAD   -  ELKHART LAKE (1992)
 OM0013
 OM0013                         *CURRENT SURVEY CONTROL
 OM0013  ___________________________________________________________________
 OM0013* NAD 83(1986)-  43 48 16.     (N)    088 03 52.     (W)     SCALED    
 OM0013* NAVD 88     -       283.619  (meters)     930.51   (feet)  ADJUSTED  
 OM0013  ___________________________________________________________________
 OM0013  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 OM0013  DYNAMIC HT  -         283.561 (meters)     930.32  (feet)  COMP
 OM0013  MODELED GRAV-     980,406.6   (mgal)                       NAVD 88
 OM0013
 OM0013  VERT ORDER  -  SECOND    CLASS I
 OM0013
 OM0013.The horizontal coordinates were scaled from a topographic map and have
 OM0013.an estimated accuracy of +/- 6 seconds.
 OM0013
 OM0013.The orthometric height was determined by differential leveling
 OM0013.and adjusted by the National Geodetic Survey in May 2003..
 OM0013
 OM0013.The geoid height was determined by GEOID03.
 OM0013
 OM0013.The dynamic height is computed by dividing the NAVD 88
 OM0013.geopotential number by the normal gravity value computed on the
 OM0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0013.degrees latitude (g = 980.6199 gals.).
 OM0013
 OM0013.The modeled gravity was interpolated from observed gravity values.
 OM0013
 OM0013;                    North         East    Units  Estimated Accuracy
 OM0013;SPC WI S     -   202,270.      755,730.      MT  (+/- 180 meters Scaled)
 OM0013
 OM0013                          SUPERSEDED SURVEY CONTROL
 OM0013
 OM0013  NAVD 88 (??/??/92)  283.485  (m)          930.07   (f) UNKNOWN     3 0
 OM0013  NGVD 29 (??/??/92)  283.475  (m)          930.03   (f) ADJ UNCH    2 0
 OM0013
 OM0013.Superseded values are not recommended for survey control.
 OM0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0013.See file dsdata.txt to determine how the superseded data were derived.
 OM0013
 OM0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP143507(NAD 83)
 OM0013_MARKER: DB = BENCH MARK DISK
 OM0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0013_STAMPING: D 90 1934
 OM0013_PROJECTION: PROJECTING 10 CENTIMETERS
 OM0013_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0013+STABILITY: SURFACE MOTION
 OM0013_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0013+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2003
 OM0013
 OM0013  HISTORY     - Date     Condition        Report By
 OM0013  HISTORY     - 1934     MONUMENTED       CGS
 OM0013  HISTORY     - 20010515 GOOD             WIDT
 OM0013  HISTORY     - 20031206 GOOD             USPSQD
 OM0013
 OM0013                          STATION DESCRIPTION
 OM0013
 OM0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0013'1 MI NW FROM GLENBEULAH.
 OM0013'1.0 MILES NORTHWEST OF DEPOT ALONG THE CHICAGO AND NORTHWESTERN
 OM0013'RAILROAD, AT FIRST POLE SOUTH OF PUBLIC CROSSING OF COUNTY
 OM0013'HIWAY C.  SET IN POST, 1 FT BELOW RAIL TOP, 7 FEET NORTHWEST
 OM0013'OF POLE, 10 FEET NORTHEAST OF FENCE AND 4 FEET SOUTHWEST OF
 OM0013'CENTERLINE OF TRACK AT A POINT 75 FEET SOUTHEAST OF CENTER OF
 OM0013'CROSSING.
 OM0013
 OM0013                          STATION RECOVERY (2001)
 OM0013
 OM0013'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OM0013'THE STATION IS LOCATED ABOUT 24 KM WEST OF SHEBOYGAN AND 30 KM EAST
 OM0013'OF FOND DU LAC.  OWNERSHIP--SHEBOYGAN COUNTY.  TO REACH THE STATION
 OM0013'FROM THE JUNCTION OF STATE HIGHWAY 67 WITH STATE HIGHWAY 23 IN THE
 OM0013'CITY OF PLYMOUTH, GO WEST ON STATE HIGHWAY 23 FOR 8.5 KM TO SUGARBUSH
 OM0013'ROAD, TURN RIGHT AND GO NORTH ON SUGARBUSH ROAD FOR 2.6 KM TO COUNTY
 OM0013'HIGHWAY C, TURN RIGHT AND GO EAST ON COUNTY HIGHWAY C FOR 1.4 KM TO
 OM0013'THE STATION ON THE RIGHT.  THE STATION IS A US COAST AND GEODETIC
 OM0013'SURVEY BRONZE DISK STAMPED --D 90 1934-- SET IN A 24 CM SQUARE
 OM0013'CONCRETE POST THAT PROJECTS 10 CM.  THE STATION IS 24.0 METERS SOUTH
 OM0013'OF THE CENTERLINE OF COUNTY HIGHWAY C, 14 METERS SOUTHEAST OF THE
 OM0013'CENTERLINE OF A FIELD ENTRANCE, 14 METERS SOUTH OF THE CENTERLINE OF
 OM0013'AN OLD RAILROAD BERM AND 1.0 METERS EAST OF A WHITE PLASTIC WITNESS
 OM0013'POST.  ---NOTE1---STATION IS SURROUNDED BY TREES OBSTRUCTING VIEW IN
 OM0013'ALL QUARDRANTS.  CLEARING IS REQUIRED. ---NOTE2---TREES NEAR AND
 OM0013'TOUCHING MARK ARE CAUSING MONUMENT TO TILT.
 OM0013
 OM0013                          STATION RECOVERY (2003)
 OM0013
 OM0013'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0013'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 220 FEET EAST
 OM0013'OF THE EXTENDED CENTERLINE OF A DRIVEWAY TO --W7382--, 25 FEET EAST OF
 OM0013'A CULTIVATED FIELD AT THE WESTERN EDGE OF A TREE LINE, AND 1 FOOT EAST
 OM0013'OF A WHITE METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0009 ***********************************************************************
 OM0009  DESIGNATION -  D 91
 OM0009  PID         -  OM0009
 OM0009  STATE/COUNTY-  WI/CALUMET
 OM0009  USGS QUAD   -  KIEL (1992)
 OM0009
 OM0009                         *CURRENT SURVEY CONTROL
 OM0009  ___________________________________________________________________
 OM0009* NAD 83(1986)-  43 57 01.     (N)    088 05 09.     (W)     SCALED    
 OM0009* NAVD 88     -       285.745  (meters)     937.48   (feet)  ADJUSTED  
 OM0009  ___________________________________________________________________
 OM0009  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 OM0009  DYNAMIC HT  -         285.688 (meters)     937.29  (feet)  COMP
 OM0009  MODELED GRAV-     980,412.5   (mgal)                       NAVD 88
 OM0009
 OM0009  VERT ORDER  -  SECOND    CLASS 0
 OM0009
 OM0009.The horizontal coordinates were scaled from a topographic map and have
 OM0009.an estimated accuracy of +/- 6 seconds.
 OM0009
 OM0009.The orthometric height was determined by differential leveling
 OM0009.and adjusted by the National Geodetic Survey in June 1991..
 OM0009
 OM0009.The geoid height was determined by GEOID03.
 OM0009
 OM0009.The dynamic height is computed by dividing the NAVD 88
 OM0009.geopotential number by the normal gravity value computed on the
 OM0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0009.degrees latitude (g = 980.6199 gals.).
 OM0009
 OM0009.The modeled gravity was interpolated from observed gravity values.
 OM0009
 OM0009;                    North         East    Units  Estimated Accuracy
 OM0009;SPC WI S     -   218,430.      753,640.      MT  (+/- 180 meters Scaled)
 OM0009
 OM0009                          SUPERSEDED SURVEY CONTROL
 OM0009
 OM0009  NGVD 29 (??/??/92)  285.733  (m)          937.44   (f) ADJ UNCH    2 0
 OM0009
 OM0009.Superseded values are not recommended for survey control.
 OM0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0009.See file dsdata.txt to determine how the superseded data were derived.
 OM0009
 OM0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP128669(NAD 83)
 OM0009_MARKER: DB = BENCH MARK DISK
 OM0009_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OM0009_SP_SET: STEP
 OM0009_STAMPING: D 91 1934
 OM0009_MARK LOGO: CGS   
 OM0009_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM0009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0009_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0009+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2005
 OM0009
 OM0009  HISTORY     - Date     Condition        Report By
 OM0009  HISTORY     - 1934     MONUMENTED       CGS
 OM0009  HISTORY     - 1945     GOOD             NGS
 OM0009  HISTORY     - 20010416 GOOD             WIDT
 OM0009  HISTORY     - 20011124 GOOD             USPSQD
 OM0009  HISTORY     - 20030630 GOOD             USPSQD
 OM0009  HISTORY     - 20050817 GOOD             WIDT
 OM0009
 OM0009                          STATION DESCRIPTION
 OM0009
 OM0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0009'AT NEW HOLSTEIN.
 OM0009'ALONG RAILROAD STREET AT PEOPLES STATE BANK.  SET IN SOUTHEAST
 OM0009'END OF THE FIFTH SANDSTONE STEP AT WEST ENTRANCE OF BANK, 3 FEET
 OM0009'ABOVE SIDEWALK AND EVEN WITH SOUTH EDGE OF DOORWAY.
 OM0009
 OM0009                          STATION RECOVERY (1945)
 OM0009
 OM0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 OM0009'RECOVERED IN GOOD CONDITION.
 OM0009
 OM0009                          STATION RECOVERY (2001)
 OM0009
 OM0009'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OM0009'THE STATION IS LOCATED ABOUT 38 KM SOUTHWEST OF MANITOWOC IN NEW
 OM0009'HOLOSTEIN.  OWNERSHIP--CALUMET FEED AND SUPPLY COMPANY.  THE STATION
 OM0009'IS LOCATED AT THE INTERSECTION OF MAIN STREET WITH RAILROAD STREET AT
 OM0009'THE CALUMET FEED AND SUPPLY COMPANY (2038 RAILROAD STREET) IN THE
 OM0009'CITY OF NEW HOLSTEIN.  THE STATION IS A BRONZE US COAST AND GEODETIC
 OM0009'SURVEY BENCH MARK DISK SET IN A CONCRETE STEP AT CALUMET FEED AND
 OM0009'SUPPLY COMPANY ABOUT 1 M ABOVE THE ROAD PAVEMENT.  THE STATION IS 8.3
 OM0009'M NORTHEAST OF THE CNETERLINE OF RAILROAD STREET, 0.2 KM NORTHWEST OF
 OM0009'THE CENTERLINE OF STATE HIGHWAY 32 AND STATE HIGHWAY 57 (WISCONSIN
 OM0009'AVENUE), 30.3 M SOUTH OF THE CENTERLINE OF MAIN STREET, AND 1.3 M
 OM0009'NORTH OF A METAL RAILING.  ---NOTE---THIS STATION HAS OBSTRUCTIONS IN
 OM0009'ALL QUADRANTS EXTENDING HIGHER THAN 25 DEGREES ABOVE THE HORIZON.
 OM0009
 OM0009                          STATION RECOVERY (2001)
 OM0009
 OM0009'RECOVERY NOTE BY US POWER SQUADRON 2001 (KCS)
 OM0009'ON RAILROAD STREET, FORMERLY PEOPLES BANK NOW A PRIVATE RESIDENCE. SET
 OM0009'IN BASE OF DOORWAY ON SOUTH SIDE 3 FT ABOVE THE SIDEWALK
 OM0009
 OM0009                          STATION RECOVERY (2003)
 OM0009
 OM0009'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0009'STATION RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS AT 2038
 OM0009'RAILROAD STREET.  A CALUMET FEEDS AND SUPPLY SIGN IS ABOVE THE
 OM0009'DOORWAY.  CORRECTION-- THE STATION IS 1.3 M EAST OF A HAND RAILING.
 OM0009
 OM0009                          STATION RECOVERY (2005)
 OM0009
 OM0009'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 OM0009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0186 ***********************************************************************
 PN0186  DESIGNATION -  D 92
 PN0186  PID         -  PN0186
 PN0186  STATE/COUNTY-  WI/CALUMET
 PN0186  USGS QUAD   -  POTTER (1993)
 PN0186
 PN0186                         *CURRENT SURVEY CONTROL
 PN0186  ___________________________________________________________________
 PN0186* NAD 83(1986)-  44 07 07.     (N)    088 05 17.     (W)     SCALED    
 PN0186* NAVD 88     -       245.151  (meters)     804.30   (feet)  ADJUSTED  
 PN0186  ___________________________________________________________________
 PN0186  GEOID HEIGHT-         -36.01  (meters)                     GEOID03
 PN0186  DYNAMIC HT  -         245.109 (meters)     804.16  (feet)  COMP
 PN0186  MODELED GRAV-     980,437.8   (mgal)                       NAVD 88
 PN0186
 PN0186  VERT ORDER  -  SECOND    CLASS 0
 PN0186
 PN0186.The horizontal coordinates were scaled from a topographic map and have
 PN0186.an estimated accuracy of +/- 6 seconds.
 PN0186
 PN0186.The orthometric height was determined by differential leveling
 PN0186.and adjusted by the National Geodetic Survey in June 1991..
 PN0186
 PN0186.The geoid height was determined by GEOID03.
 PN0186
 PN0186.The dynamic height is computed by dividing the NAVD 88
 PN0186.geopotential number by the normal gravity value computed on the
 PN0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0186.degrees latitude (g = 980.6199 gals.).
 PN0186
 PN0186.The modeled gravity was interpolated from observed gravity values.
 PN0186
 PN0186;                    North         East    Units  Estimated Accuracy
 PN0186;SPC WI S     -   237,120.      753,030.      MT  (+/- 180 meters Scaled)
 PN0186
 PN0186                          SUPERSEDED SURVEY CONTROL
 PN0186
 PN0186  NGVD 29 (??/??/92)  245.160  (m)          804.33   (f) ADJ UNCH    2 0
 PN0186
 PN0186.Superseded values are not recommended for survey control.
 PN0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0186.See file dsdata.txt to determine how the superseded data were derived.
 PN0186
 PN0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP129856(NAD 83)
 PN0186_MARKER: DB = BENCH MARK DISK
 PN0186_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PN0186_SP_SET: CONCRETE FOUNDATION
 PN0186_STAMPING: D-92 1934
 PN0186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PN0186
 PN0186  HISTORY     - Date     Condition        Report By
 PN0186  HISTORY     - 1934     MONUMENTED       CGS
 PN0186  HISTORY     - 20030630 MARK NOT FOUND   USPSQD
 PN0186
 PN0186                          STATION DESCRIPTION
 PN0186
 PN0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0186'AT POTTER.
 PN0186'AT POTTER ALONG THE MINNEAPOLIS, ST PAUL AND SAULT STE MARIE
 PN0186'RAILROAD AT RAILROAD WATER TANK, 150 FEET EAST OF DEPOT.  SET IN
 PN0186'CONCRETE FOUNDATION, 16 INCHES WEST OF THE SOUTHEAST ONE OF THE
 PN0186'4 CENTRAL LEGS UNDER TANK.  6 INCHES BELOW RAIL TOP AND 24 FEET
 PN0186'NORTH OF CENTERLINE OF TRACK.
 PN0186
 PN0186                          STATION RECOVERY (2003)
 PN0186
 PN0186'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0186'STATION NOT FOUND.  TO REACH THE RAILROAD WATER TANK FOUNDATION, GO
 PN0186'SOUTH OF COUNTY HIGHWAY PP TO THE END OF PHEASANT STREET TO THE WATER
 PN0186'TREATMENT PLANT ON THE LEFT AND STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0244 ***********************************************************************
 PN0244  DESIGNATION -  D 93
 PN0244  PID         -  PN0244
 PN0244  STATE/COUNTY-  WI/WAUPACA
 PN0244  USGS QUAD   -  READFIELD (1983)
 PN0244
 PN0244                         *CURRENT SURVEY CONTROL
 PN0244  ___________________________________________________________________
 PN0244* NAD 83(1986)-  44 17 18.     (N)    088 47 59.     (W)     SCALED    
 PN0244* NAVD 88     -       241.655  (meters)     792.83   (feet)  ADJUSTED  
 PN0244  ___________________________________________________________________
 PN0244  GEOID HEIGHT-         -36.45  (meters)                     GEOID03
 PN0244  DYNAMIC HT  -         241.611 (meters)     792.69  (feet)  COMP
 PN0244  MODELED GRAV-     980,434.0   (mgal)                       NAVD 88
 PN0244
 PN0244  VERT ORDER  -  SECOND    CLASS 0
 PN0244
 PN0244.The horizontal coordinates were scaled from a topographic map and have
 PN0244.an estimated accuracy of +/- 6 seconds.
 PN0244
 PN0244.The orthometric height was determined by differential leveling
 PN0244.and adjusted by the National Geodetic Survey in June 1991..
 PN0244
 PN0244.The geoid height was determined by GEOID03.
 PN0244
 PN0244.The dynamic height is computed by dividing the NAVD 88
 PN0244.geopotential number by the normal gravity value computed on the
 PN0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0244.degrees latitude (g = 980.6199 gals.).
 PN0244
 PN0244.The modeled gravity was interpolated from observed gravity values.
 PN0244
 PN0244;                    North         East    Units  Estimated Accuracy
 PN0244;SPC WI C     -    51,270.      695,800.      MT  (+/- 180 meters Scaled)
 PN0244
 PN0244                          SUPERSEDED SURVEY CONTROL
 PN0244
 PN0244  NGVD 29 (??/??/92)  241.676  (m)          792.90   (f) ADJ UNCH    2 0
 PN0244
 PN0244.Superseded values are not recommended for survey control.
 PN0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0244.See file dsdata.txt to determine how the superseded data were derived.
 PN0244
 PN0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ564054(NAD 83)
 PN0244_MARKER: DB = BENCH MARK DISK
 PN0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0244_STAMPING: D-93 1934
 PN0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0244+STABILITY: SURFACE MOTION
 PN0244
 PN0244  HISTORY     - Date     Condition        Report By
 PN0244  HISTORY     - 1934     MONUMENTED       CGS
 PN0244
 PN0244                          STATION DESCRIPTION
 PN0244
 PN0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0244'1.6 MI E FROM FREMONT STATION.
 PN0244'1.6 MILES EAST OF ALONG THE MINNEAPOLIS, ST PAUL AND SAULT STE
 PN0244'MARIE RAILROAD AT ROAD CROSSING, 12 POLES EAST OF MILEPOLE 206.
 PN0244'SET IN POST, 50 FEET NORTH OF CENTERLINE OF THE TRACKS, 21 FEET
 PN0244'EAST OF CENTERLINE OF ROAD AND 13 FEET NORTHWEST OF POLE.  ABOUT
 PN0244'3 FEET BELOW LEVEL OF TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0129 ***********************************************************************
 OM0129  DESIGNATION -  D 94
 OM0129  PID         -  OM0129
 OM0129  STATE/COUNTY-  WI/WINNEBAGO
 OM0129  USGS QUAD   -  PICKETT (1980)
 OM0129
 OM0129                         *CURRENT SURVEY CONTROL
 OM0129  ___________________________________________________________________
 OM0129* NAD 83(1986)-  43 56 30.     (N)    088 41 47.     (W)     SCALED    
 OM0129* NAVD 88     -       264.616  (meters)     868.16   (feet)  ADJUSTED  
 OM0129  ___________________________________________________________________
 OM0129  GEOID HEIGHT-         -36.15  (meters)                     GEOID03
 OM0129  DYNAMIC HT  -         264.561 (meters)     867.98  (feet)  COMP
 OM0129  MODELED GRAV-     980,405.9   (mgal)                       NAVD 88
 OM0129
 OM0129  VERT ORDER  -  SECOND    CLASS 0
 OM0129
 OM0129.The horizontal coordinates were scaled from a topographic map and have
 OM0129.an estimated accuracy of +/- 6 seconds.
 OM0129
 OM0129.The orthometric height was determined by differential leveling
 OM0129.and adjusted by the National Geodetic Survey in June 1991..
 OM0129
 OM0129.The geoid height was determined by GEOID03.
 OM0129
 OM0129.The dynamic height is computed by dividing the NAVD 88
 OM0129.geopotential number by the normal gravity value computed on the
 OM0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0129.degrees latitude (g = 980.6199 gals.).
 OM0129
 OM0129.The modeled gravity was interpolated from observed gravity values.
 OM0129
 OM0129;                    North         East    Units  Estimated Accuracy
 OM0129;SPC WI S     -   216,520.      704,650.      MT  (+/- 180 meters Scaled)
 OM0129
 OM0129                          SUPERSEDED SURVEY CONTROL
 OM0129
 OM0129  NGVD 29 (??/??/92)  264.635  (m)          868.22   (f) ADJ UNCH    2 0
 OM0129
 OM0129.Superseded values are not recommended for survey control.
 OM0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0129.See file dsdata.txt to determine how the superseded data were derived.
 OM0129
 OM0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP638667(NAD 83)
 OM0129_MARKER: DB = BENCH MARK DISK
 OM0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0129_STAMPING: D 94 1934
 OM0129_MARK LOGO: CGS   
 OM0129_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0129+STABILITY: SURFACE MOTION
 OM0129_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0129+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2006
 OM0129
 OM0129  HISTORY     - Date     Condition        Report By
 OM0129  HISTORY     - 1934     MONUMENTED       CGS
 OM0129  HISTORY     - 19950701 GOOD             USPSQD
 OM0129  HISTORY     - 20000314 GOOD             WIDT
 OM0129  HISTORY     - 20031217 GOOD             USPSQD
 OM0129  HISTORY     - 20050523 GOOD             WIDT
 OM0129  HISTORY     - 20060922 GOOD             USPSQD
 OM0129
 OM0129                          STATION DESCRIPTION
 OM0129
 OM0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0129'1.1 MI SW FROM FISK.
 OM0129'1.1 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OM0129'PACIFIC RAILROAD FROM THE STATION AT FISK, WINNEBAGO COUNTY,
 OM0129'7 POLES SOUTHWEST OF MILEPOST 179, 160 FEET NORTHEAST OF THE
 OM0129'CENTER OF THE CROSSING OF COUNTY HIGHWAY F, 20 FEET SOUTHEAST OF
 OM0129'THE CENTERLINE OF THE TRACK, 9 FEET NORTHWEST OF A POWER POLE,
 OM0129'2 FEET SOUTHWEST OF A FENCE, AND ABOUT 2 FEET HIGHER THAN THE
 OM0129'TRACK.  A STANDARD MAGNETIC-STATION DISK, STAMPED D 94 1934
 OM0129'AND SET IN THE TOP OF A CONCRETE POST.
 OM0129
 OM0129                          STATION RECOVERY (1995)
 OM0129
 OM0129'RECOVERY NOTE BY US POWER SQUADRON 1995
 OM0129'RECOVERED IN GOOD CONDITION.
 OM0129
 OM0129                          STATION RECOVERY (2000)
 OM0129
 OM0129'RECOVERY NOTE BY WI DEPT OF TRANSP 2000 (DJH)
 OM0129'THE STATION IS LOCATED ABOUT 25.75 KM (16.00 MI) NORTHWEST OF FOND DU
 OM0129'LAC AND 14.48 KM (9.00 MI) SOUTHWEST OF OSHKOSH. OWNERSHIP--WISCONSIN
 OM0129'SOUTHERN LIMITED RAILROAD.  TO REACH THE STATION FROM THE JUNCTION OF
 OM0129'US HIGHWAY 41 WITH STATE HIGHWAY 44, ABOUT 3.22 KM (2.00 MI) SOUTHWEST
 OM0129'OF THE CITY OF OSHKOSH, GO SOUTHWEST ON STATE HIGHWAY 44 FOR 12.79 KM
 OM0129'(7.95 MI) TO BURR OAK ROAD ON THE RIGHT, CONTINUE SOUTHWEST ON STATE
 OM0129'HIGHWAY 44 FOR 0.48 KM (0.30 MI) TO BANVILLE ROAD ON THE RIGHT, TURN
 OM0129'RIGHT AND GO 40 M (131.2 FT) TO THE WISCONSIN SOUTHERN LIMITED
 OM0129'RAILROAD TRACKS, AND THE STATION ON THE RIGHT.  THE STATION IS A
 OM0129'BRONZE CGS BENCH MARK DISK STAMPED --D 94 1934-- SET IN THE TOP OF A
 OM0129'30 CM SQUARE CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 0.5 M (1.6
 OM0129'FT) ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 39.4 M (129.3 FT)
 OM0129'NORTH OF THE CENTERLINE OF STATE HIGHWAY 44, 47.5 M (155.8 FT) EAST OF
 OM0129'THE CENTERLINE OF BANVILLE ROAD, 35.9 M (117.8 FT) NORTHEAST OF A WOOD
 OM0129'TRAFFIC SIGN POST --STOP--, 8.2 M (26.9 FT) NORTHWEST OF A 0.7 M (2.3
 OM0129'FT) DIAMETER OAK TREE, 6.1 M (20.0 FT) SOUTH OF THE SOUTHERN MOST
 OM0129'RAIL, 2.4 M (7.9 FT) NORTH OF POWER POLE --1715-15L1--, AND 0.8 M (2.6
 OM0129'FT) SOUTHWEST OF AN ORANGE PLASTIC WITNESS POST.  ---NOTE---VISIBLE
 OM0129'OBSTRUCTION AT THIS STATION ARE TREES FROM THE SOUTH QUADRANT TO THE
 OM0129'NORTHEAST QUADRANT EXTENDING TO 40 DEGREES ABOVE THE HORIZON, AND
 OM0129'TREES IN THE NORTHWEST QUADRANT EXTENDING TO 20 DEGREES ABOVE THE
 OM0129'HORIZON, AND POWERLINES OVERHEAD.
 OM0129
 OM0129                          STATION RECOVERY (2003)
 OM0129
 OM0129'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0129'RECOVERED IN GOOD CONDITION.
 OM0129
 OM0129                          STATION RECOVERY (2005)
 OM0129
 OM0129'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 OM0129'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS SOUTHWEST, NOT
 OM0129'NORTHEAST, OF 0.7 M DIAMETER OAK TREE.
 OM0129
 OM0129                          STATION RECOVERY (2006)
 OM0129
 OM0129'RECOVERY NOTE BY US POWER SQUADRON 2006
 OM0129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0308 ***********************************************************************
 OM0308  DESIGNATION -  D 95
 OM0308  PID         -  OM0308
 OM0308  STATE/COUNTY-  WI/MARQUETTE
 OM0308  USGS QUAD   -  MONTELLO (1984)
 OM0308
 OM0308                         *CURRENT SURVEY CONTROL
 OM0308  ___________________________________________________________________
 OM0308* NAD 83(1986)-  43 48 09.     (N)    089 17 25.     (W)     SCALED    
 OM0308* NAVD 88     -       250.153  (meters)     820.71   (feet)  ADJUSTED  
 OM0308  ___________________________________________________________________
 OM0308  GEOID HEIGHT-         -35.99  (meters)                     GEOID03
 OM0308  DYNAMIC HT  -         250.094 (meters)     820.52  (feet)  COMP
 OM0308  MODELED GRAV-     980,380.3   (mgal)                       NAVD 88
 OM0308
 OM0308  VERT ORDER  -  SECOND    CLASS 0
 OM0308
 OM0308.The horizontal coordinates were scaled from a topographic map and have
 OM0308.an estimated accuracy of +/- 6 seconds.
 OM0308
 OM0308.The orthometric height was determined by differential leveling
 OM0308.and adjusted by the National Geodetic Survey in June 1991..
 OM0308
 OM0308.The geoid height was determined by GEOID03.
 OM0308
 OM0308.The dynamic height is computed by dividing the NAVD 88
 OM0308.geopotential number by the normal gravity value computed on the
 OM0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0308.degrees latitude (g = 980.6199 gals.).
 OM0308
 OM0308.The modeled gravity was interpolated from observed gravity values.
 OM0308
 OM0308;                    North         East    Units  Estimated Accuracy
 OM0308;SPC WI S     -   200,490.      657,110.      MT  (+/- 180 meters Scaled)
 OM0308
 OM0308                          SUPERSEDED SURVEY CONTROL
 OM0308
 OM0308  NGVD 29 (??/??/92)  250.182  (m)          820.81   (f) ADJ UNCH    2 0
 OM0308
 OM0308.Superseded values are not recommended for survey control.
 OM0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0308.See file dsdata.txt to determine how the superseded data were derived.
 OM0308
 OM0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP157524(NAD 83)
 OM0308_MARKER: DB = BENCH MARK DISK
 OM0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0308_STAMPING: D 95 1934
 OM0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0308+STABILITY: SURFACE MOTION
 OM0308
 OM0308  HISTORY     - Date     Condition        Report By
 OM0308  HISTORY     - 1934     MONUMENTED       CGS
 OM0308  HISTORY     - 1960     MARK NOT FOUND   USGS
 OM0308  HISTORY     - 20030514 MARK NOT FOUND   WIDT
 OM0308
 OM0308                          STATION DESCRIPTION
 OM0308
 OM0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0308'2.4 MI NE FROM MONTELLO.
 OM0308'2.4 MILES NORTHEAST ALONG STATE HIGHWAY 23 FROM THE STATE BANK
 OM0308'AT MONTELLO, MARQUETTE COUNTY, AT THE JUNCTION OF A PRIVATE ROAD
 OM0308'LEADING SOUTH, 33 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 OM0308'30 FEET SOUTHWEST OF THE SOUTH HEADWALL OF A CULVERT, 18 FEET
 OM0308'SOUTHWEST OF A TELEPHONE POLE, 3 FEET WEST OF A FENCE CORNER,
 OM0308'AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 OM0308'STAMPED D 95 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OM0308'NOTE-- HIGHWAY HAS BEEN REBUILT.
 OM0308
 OM0308                          STATION RECOVERY (1960)
 OM0308
 OM0308'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 OM0308'MARK NOT FOUND.
 OM0308
 OM0308                          STATION RECOVERY (2003)
 OM0308
 OM0308'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 OM0308'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0512 ***********************************************************************
 OM0512  DESIGNATION -  D 96
 OM0512  PID         -  OM0512
 OM0512  STATE/COUNTY-  WI/ADAMS
 OM0512  USGS QUAD   -  ADAMS (1983)
 OM0512
 OM0512                         *CURRENT SURVEY CONTROL
 OM0512  ___________________________________________________________________
 OM0512* NAD 83(1986)-  43 57 38.     (N)    089 50 51.     (W)     SCALED    
 OM0512* NAVD 88     -       286.933  (meters)     941.38   (feet)  ADJUSTED  
 OM0512  ___________________________________________________________________
 OM0512  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 OM0512  DYNAMIC HT  -         286.872 (meters)     941.18  (feet)  COMP
 OM0512  MODELED GRAV-     980,400.9   (mgal)                       NAVD 88
 OM0512
 OM0512  VERT ORDER  -  SECOND    CLASS 0
 OM0512
 OM0512.The horizontal coordinates were scaled from a topographic map and have
 OM0512.an estimated accuracy of +/- 6 seconds.
 OM0512
 OM0512.The orthometric height was determined by differential leveling
 OM0512.and adjusted by the National Geodetic Survey in June 1991..
 OM0512
 OM0512.The geoid height was determined by GEOID03.
 OM0512
 OM0512.The dynamic height is computed by dividing the NAVD 88
 OM0512.geopotential number by the normal gravity value computed on the
 OM0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0512.degrees latitude (g = 980.6199 gals.).
 OM0512
 OM0512.The modeled gravity was interpolated from observed gravity values.
 OM0512
 OM0512;                    North         East    Units  Estimated Accuracy
 OM0512;SPC WI S     -   217,820.      612,240.      MT  (+/- 180 meters Scaled)
 OM0512
 OM0512                          SUPERSEDED SURVEY CONTROL
 OM0512
 OM0512  NGVD 29 (??/??/92)  286.949  (m)          941.43   (f) ADJ UNCH    2 0
 OM0512
 OM0512.Superseded values are not recommended for survey control.
 OM0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0512.See file dsdata.txt to determine how the superseded data were derived.
 OM0512
 OM0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP715714(NAD 83)
 OM0512_MARKER: DB = BENCH MARK DISK
 OM0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0512_STAMPING: D 96 1934
 OM0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0512+STABILITY: SURFACE MOTION
 OM0512
 OM0512  HISTORY     - Date     Condition        Report By
 OM0512  HISTORY     - 1934     MONUMENTED       CGS
 OM0512  HISTORY     - 1943     GOOD             NGS
 OM0512  HISTORY     - 1983     MARK NOT FOUND   USGS
 OM0512  HISTORY     - 20001010 MARK NOT FOUND   WIDT
 OM0512
 OM0512                          STATION DESCRIPTION
 OM0512
 OM0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OM0512'2 MI W FROM ADAMS.
 OM0512'2.0 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 OM0512'THE ADAMS-FRIENDSHIP HIGH SCHOOL AT ADAMS, ADAMS COUNTY, AT
 OM0512'MILEAGE 126.18, AT A ROAD CROSSING AT THE WEST END OF ADAMS
 OM0512'YARD, 60 FEET EAST OF THE CENTERLINE OF THE ROAD, 43 FEET SOUTH
 OM0512'OF THE CENTERLINE OF THE MAIN TRACK, 18 FEET EAST OF A POLE,
 OM0512'AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 OM0512'D 96 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OM0512
 OM0512                          STATION RECOVERY (1983)
 OM0512
 OM0512'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 OM0512'MARK NOT FOUND.
 OM0512
 OM0512                          STATION RECOVERY (2000)
 OM0512
 OM0512'RECOVERY NOTE BY WI DEPT OF TRANSP 2000 (DJH)
 OM0512'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0417 ***********************************************************************
 PN0417  DESIGNATION -  D 97
 PN0417  PID         -  PN0417
 PN0417  STATE/COUNTY-  WI/WAUSHARA
 PN0417  USGS QUAD   -  WAUTOMA NE (1983)
 PN0417
 PN0417                         *CURRENT SURVEY CONTROL
 PN0417  ___________________________________________________________________
 PN0417* NAD 83(1986)-  44 11 44.     (N)    089 16 26.     (W)     SCALED    
 PN0417* NAVD 88     -       302.456  (meters)     992.31   (feet)  ADJUSTED  
 PN0417  ___________________________________________________________________
 PN0417  GEOID HEIGHT-         -36.17  (meters)                     GEOID03
 PN0417  DYNAMIC HT  -         302.394 (meters)     992.10  (feet)  COMP
 PN0417  MODELED GRAV-     980,405.8   (mgal)                       NAVD 88
 PN0417
 PN0417  VERT ORDER  -  SECOND    CLASS 0
 PN0417
 PN0417.The horizontal coordinates were scaled from a topographic map and have
 PN0417.an estimated accuracy of +/- 6 seconds.
 PN0417
 PN0417.The orthometric height was determined by differential leveling
 PN0417.and adjusted by the National Geodetic Survey in June 1991..
 PN0417
 PN0417.The geoid height was determined by GEOID03.
 PN0417
 PN0417.The dynamic height is computed by dividing the NAVD 88
 PN0417.geopotential number by the normal gravity value computed on the
 PN0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0417.degrees latitude (g = 980.6199 gals.).
 PN0417
 PN0417.The modeled gravity was interpolated from observed gravity values.
 PN0417
 PN0417;                    North         East    Units  Estimated Accuracy
 PN0417;SPC WI S     -   244,170.      658,050.      MT  (+/- 180 meters Scaled)
 PN0417
 PN0417                          SUPERSEDED SURVEY CONTROL
 PN0417
 PN0417  NGVD 29 (??/??/92)  302.475  (m)          992.37   (f) ADJ UNCH    2 0
 PN0417
 PN0417.Superseded values are not recommended for survey control.
 PN0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0417.See file dsdata.txt to determine how the superseded data were derived.
 PN0417
 PN0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP182961(NAD 83)
 PN0417_MARKER: DB = BENCH MARK DISK
 PN0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0417_STAMPING: D-97 1934
 PN0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0417+STABILITY: SURFACE MOTION
 PN0417
 PN0417  HISTORY     - Date     Condition        Report By
 PN0417  HISTORY     - 1934     MONUMENTED       CGS
 PN0417  HISTORY     - 20040102 MARK NOT FOUND   USPSQD
 PN0417
 PN0417                          STATION DESCRIPTION
 PN0417
 PN0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0417'2.2 MI W FROM WILD ROSE.
 PN0417'2.2 MILES WEST OF DEPOT AT WILD ROSE ALONG THE CHICAGO AND
 PN0417'NORTHWESTERN RAILROAD AT ROAD CROSSING, 9 POLES EAST OF MILEPOLE
 PN0417'109.  SET IN POST, 75 FEET NORTHWEST OF CENTERLINE OF ROAD AT
 PN0417'CENTER OF CROSSING, 36 FEET NORTH OF CENTERLINE OF TRACKS AND
 PN0417'ABOUT 2 FEET ABOVE LEVEL OF RAILS.
 PN0417
 PN0417                          STATION RECOVERY (2004)
 PN0417
 PN0417'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0417'NOT FOUND.  SEARCHED FOR THE STATION 1.6 MILES NORTHWEST OF HIGHWAY 22
 PN0417'ON COUNTY ROAD AA TO THE JUNCTION OF COUNTY ROAD AA, 17TH DR. AND AN
 PN0417'OLD RAILROAD GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0463 ***********************************************************************
 PN0463  DESIGNATION -  D 98
 PN0463  PID         -  PN0463
 PN0463  STATE/COUNTY-  WI/WAUSHARA
 PN0463  USGS QUAD   -  REDGRANITE (1983)
 PN0463
 PN0463                         *CURRENT SURVEY CONTROL
 PN0463  ___________________________________________________________________
 PN0463* NAD 83(1986)-  44 02 30.     (N)    089 05 55.     (W)     SCALED    
 PN0463* NAVD 88     -       240.321  (meters)     788.45   (feet)  ADJUSTED  
 PN0463  ___________________________________________________________________
 PN0463  GEOID HEIGHT-         -36.28  (meters)                     GEOID03
 PN0463  DYNAMIC HT  -         240.272 (meters)     788.29  (feet)  COMP
 PN0463  MODELED GRAV-     980,408.2   (mgal)                       NAVD 88
 PN0463
 PN0463  VERT ORDER  -  SECOND    CLASS 0
 PN0463
 PN0463.The horizontal coordinates were scaled from a topographic map and have
 PN0463.an estimated accuracy of +/- 6 seconds.
 PN0463
 PN0463.The orthometric height was determined by differential leveling
 PN0463.and adjusted by the National Geodetic Survey in June 1991..
 PN0463
 PN0463.The geoid height was determined by GEOID03.
 PN0463
 PN0463.The dynamic height is computed by dividing the NAVD 88
 PN0463.geopotential number by the normal gravity value computed on the
 PN0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0463.degrees latitude (g = 980.6199 gals.).
 PN0463
 PN0463.The modeled gravity was interpolated from observed gravity values.
 PN0463
 PN0463;                    North         East    Units  Estimated Accuracy
 PN0463;SPC WI S     -   227,210.      672,250.      MT  (+/- 180 meters Scaled)
 PN0463
 PN0463                          SUPERSEDED SURVEY CONTROL
 PN0463
 PN0463  NGVD 29 (??/??/92)  240.346  (m)          788.54   (f) ADJ UNCH    2 0
 PN0463
 PN0463.Superseded values are not recommended for survey control.
 PN0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0463.See file dsdata.txt to determine how the superseded data were derived.
 PN0463
 PN0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP318786(NAD 83)
 PN0463_MARKER: DB = BENCH MARK DISK
 PN0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0463_STAMPING: D-98 1934
 PN0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0463+STABILITY: SURFACE MOTION
 PN0463
 PN0463  HISTORY     - Date     Condition        Report By
 PN0463  HISTORY     - 1934     MONUMENTED       CGS
 PN0463  HISTORY     - 20040102 MARK NOT FOUND   USPSQD
 PN0463
 PN0463                          STATION DESCRIPTION
 PN0463
 PN0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0463'AT RED GRANITE.
 PN0463'AT RED GRANITE ALONG THE CHICAGO AND NORTHWESTERN RAILROAD AT
 PN0463'CROSSING AT HIWAY 21.  SET IN POST, OPPOSITE THE SOUTHWEST END OF
 PN0463'DEPOT, 80 FEET SOUTHEAST OF CENTERLINE OF THE TRACKS, 33 FEET
 PN0463'NORTHEAST OF CENTERLINE OF HIWAY AND 6 FEET NORTHWEST OF POWER
 PN0463'LINE POLE.
 PN0463
 PN0463                          STATION RECOVERY (2004)
 PN0463
 PN0463'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0463'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0525 ***********************************************************************
 PN0525  DESIGNATION -  D 99
 PN0525  PID         -  PN0525
 PN0525  STATE/COUNTY-  WI/WAUSHARA
 PN0525  USGS QUAD   -  HANCOCK (1984)
 PN0525
 PN0525                         *CURRENT SURVEY CONTROL
 PN0525  ___________________________________________________________________
 PN0525* NAD 83(1986)-  44 08 03.     (N)    089 31 29.     (W)     SCALED    
 PN0525* NAVD 88     -       331.980  (meters)    1089.17   (feet)  ADJUSTED  
 PN0525  ___________________________________________________________________
 PN0525  GEOID HEIGHT-         -35.92  (meters)                     GEOID03
 PN0525  DYNAMIC HT  -         331.905 (meters)    1088.92  (feet)  COMP
 PN0525  MODELED GRAV-     980,385.1   (mgal)                       NAVD 88
 PN0525
 PN0525  VERT ORDER  -  SECOND    CLASS 0
 PN0525
 PN0525.The horizontal coordinates were scaled from a topographic map and have
 PN0525.an estimated accuracy of +/- 6 seconds.
 PN0525
 PN0525.The orthometric height was determined by differential leveling
 PN0525.and adjusted by the National Geodetic Survey in June 1991..
 PN0525
 PN0525.The geoid height was determined by GEOID03.
 PN0525
 PN0525.The dynamic height is computed by dividing the NAVD 88
 PN0525.geopotential number by the normal gravity value computed on the
 PN0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0525.degrees latitude (g = 980.6199 gals.).
 PN0525
 PN0525.The modeled gravity was interpolated from observed gravity values.
 PN0525
 PN0525;                    North         East    Units  Estimated Accuracy
 PN0525;SPC WI S     -   237,200.      638,040.      MT  (+/- 180 meters Scaled)
 PN0525
 PN0525                          SUPERSEDED SURVEY CONTROL
 PN0525
 PN0525  NGVD 29 (??/??/92)  331.993  (m)         1089.21   (f) ADJ UNCH    2 0
 PN0525
 PN0525.Superseded values are not recommended for survey control.
 PN0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0525.See file dsdata.txt to determine how the superseded data were derived.
 PN0525
 PN0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP980898(NAD 83)
 PN0525_MARKER: DB = BENCH MARK DISK
 PN0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0525_STAMPING: D 99 1934
 PN0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0525+STABILITY: SURFACE MOTION
 PN0525
 PN0525  HISTORY     - Date     Condition        Report By
 PN0525  HISTORY     - 1934     MONUMENTED       CGS
 PN0525  HISTORY     - 1957     GOOD             USGS
 PN0525  HISTORY     - 20040102 MARK NOT FOUND   USPSQD
 PN0525
 PN0525                          STATION DESCRIPTION
 PN0525
 PN0525'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 PN0525'AT HANCOCK.
 PN0525'AT HANCOCK, 434 FT. WEST OF U.S. HWY. 31, 156 FT. NORTH OF THE
 PN0525'WEST END OF A E-W. STREET, 133 FT. NORTH OF THE NORTHEAST COR.
 PN0525'OF THE OLD R.R. STATION, 14 FT. EAST OF CENTERLINE OF OLD R.R.
 PN0525'STATION, 14 FT. EAST OF CENTERLINE OF OLD R.R. BED, IN A CONC.
 PN0525'POST, STD. DISK STAMPED D 99 1934.
 PN0525
 PN0525                          STATION RECOVERY (2004)
 PN0525
 PN0525'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0525'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0480 ***********************************************************************
 OL0480  DESIGNATION -  DACADA ST NICHOLAS CATH CH
 OL0480  PID         -  OL0480
 OL0480  STATE/COUNTY-  WI/SHEBOYGAN
 OL0480  USGS QUAD   -  RANDOM LAKE (1974)
 OL0480
 OL0480                         *CURRENT SURVEY CONTROL
 OL0480  ___________________________________________________________________
 OL0480* NAD 83(1991)-  43 32 38.23385(N)    087 54 35.06353(W)     ADJUSTED  
 OL0480* NAVD 88     -                                                        
 OL0480  ___________________________________________________________________
 OL0480  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 OL0480  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 OL0480
 OL0480  HORZ ORDER  -  THIRD
 OL0480
 OL0480.The horizontal coordinates were established by classical geodetic methods
 OL0480.and adjusted by the National Geodetic Survey in November 1991..
 OL0480
 OL0480
 OL0480.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0480
 OL0480.The geoid height was determined by GEOID03.
 OL0480
 OL0480;                    North         East     Units Scale Factor Converg.
 OL0480;SPC WI S     -   173,636.061   768,902.051   MT  0.99993564   +1 26 10.4
 OL0480;SPC WI S     -   569,670.98  2,522,639.48   sFT  0.99993564   +1 26 10.4
 OL0480;UTM  16      - 4,821,624.803   426,505.903   MT  0.99966644   -0 37 36.3
 OL0480
 OL0480                          SUPERSEDED SURVEY CONTROL
 OL0480
 OL0480  NAD 83(1986)-  43 32 38.22168(N)    087 54 35.06858(W) AD(       ) 4
 OL0480  NAD 27      -  43 32 38.23000(N)    087 54 34.74200(W) AD(       ) 3
 OL0480
 OL0480.Superseded values are not recommended for survey control.
 OL0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0480.See file dsdata.txt to determine how the superseded data were derived.
 OL0480
 OL0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP2650621625(NAD 83)
 OL0480
 OL0480  HISTORY     - Date     Condition        Report By
 OL0480  HISTORY     - 1953     MONUMENTED       CGS
 OL0480  HISTORY     - 19950819 GOOD             USPSQD
 OL0480  HISTORY     - 20021212 GOOD             USPSQD
 OL0480  HISTORY     - 20040323 GOOD             USPSQD
 OL0480
 OL0480                          STATION DESCRIPTION
 OL0480
 OL0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OL0480'STATION IS THE CENTER OF THE CROSS AT THE TOP OF THE SPIRE
 OL0480'LOCATED IN THE
 OL0480'NORTHWEST SECTION OF THE VILLAGE OF DACADA WHICH IS ABOUT 2-1/2 MILES
 OL0480'SOUTHWEST OF CEDAR GROVE.  THE
 OL0480'SPIRE IS CONSTRUCTED OF YELLOW BRICK AND WOOD.  THE
 OL0480'WOODEN PART OF THE SPIRE IS COVERED WITH GREEN
 OL0480'SHINGLES, RISING ABOUT 40 FEET ABOVE
 OL0480'THE SOUTH END OF THE YELLOW BRICK CHURCH.
 OL0480
 OL0480                          STATION RECOVERY (1995)
 OL0480
 OL0480'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0480'RECOVERED IN GOOD CONDITION.
 OL0480
 OL0480                          STATION RECOVERY (2002)
 OL0480
 OL0480'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OL0480'FOUND IN GOOD CONDITION.  THE CHURCH IS ON THE
 OL0480'NORTH SIDE OF COUNTY HIGHWAY K, 0.45 MILE WEST OF
 OL0480'COUNTY HIGHWAY B, 0.5 MILE EAST OF COUNTY HIGHWAY C,
 OL0480'ON THE OZAUKEE-SHEBOYGAN COUNTY LINE.
 OL0480
 OL0480                          STATION RECOVERY (2004)
 OL0480
 OL0480'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 OL0480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0564 ***********************************************************************
 QN0564  DESIGNATION -  DACHEL
 QN0564  PID         -  QN0564
 QN0564  STATE/COUNTY-  WI/CHIPPEWA
 QN0564  USGS QUAD   -  COMO CREEK (1975)
 QN0564
 QN0564                         *CURRENT SURVEY CONTROL
 QN0564  ___________________________________________________________________
 QN0564* NAD 83(1991)-  45 00 47.17906(N)    091 33 40.34005(W)     ADJUSTED  
 QN0564* NAVD 88     -       399.     (meters)    1309.     (feet)  SCALED    
 QN0564  ___________________________________________________________________
 QN0564  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 QN0564  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 QN0564
 QN0564  HORZ ORDER  -  FIRST
 QN0564
 QN0564.The horizontal coordinates were established by classical geodetic methods
 QN0564.and adjusted by the National Geodetic Survey in March 1999..
 QN0564
 QN0564.The orthometric height was scaled from a topographic map.
 QN0564
 QN0564.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0564
 QN0564.The geoid height was determined by GEOID03.
 QN0564
 QN0564;                    North         East     Units Scale Factor Converg.
 QN0564;SPC WI C     -   132,278.378   476,946.474   MT  0.99994355   -1 06 05.6
 QN0564;SPC WI C     -   433,983.31  1,564,781.89   sFT  0.99994355   -1 06 05.6
 QN0564;UTM  15      - 4,985,413.135   613,373.169   MT  0.99975805   +1 01 03.8
 QN0564
 QN0564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0564!SPC WI C     -   0.99994228  x   0.99994355  =   0.99988583
 QN0564!UTM  15      -   0.99994228  x   0.99975805  =   0.99970034
 QN0564
 QN0564|---------------------------------------------------------------------|
 QN0564| PID    Reference Object                     Distance      Geod. Az  |
 QN0564|                                                           dddmmss.s |
 QN0564| CJ4475 DACHEL RM 1                          20.882 METERS 08654     |
 QN0564| CJ4474 DACHEL AZ MK                                       1740019.4 |
 QN0564| CJ4476 DACHEL RM 2                          20.291 METERS 17823     |
 QN0564|---------------------------------------------------------------------|
 QN0564
 QN0564                          SUPERSEDED SURVEY CONTROL
 QN0564
 QN0564  NAD 83(1991)-  45 00 47.17760(N)    091 33 40.34081(W) AD(       ) 1
 QN0564  NAD 83(1986)-  45 00 47.17029(N)    091 33 40.35349(W) AD(       ) 1
 QN0564  NAD 27      -  45 00 47.31000(N)    091 33 39.75900(W) AD(       ) 1
 QN0564
 QN0564.Superseded values are not recommended for survey control.
 QN0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0564.See file dsdata.txt to determine how the superseded data were derived.
 QN0564
 QN0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK1337385413(NAD 83)
 QN0564_MARKER: DS = TRIANGULATION STATION DISK
 QN0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0564_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QN0564
 QN0564  HISTORY     - Date     Condition        Report By
 QN0564  HISTORY     - 1934     MONUMENTED       CGS
 QN0564
 QN0564                          STATION DESCRIPTION
 QN0564
 QN0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QN0564'THIS STATION IS ABOUT 8 MILES SOUTHWEST OF BLOOMER, 8 MILES EAST
 QN0564'OF COLFAX, AND 10 MILES NORTHWEST OF CHIPPEWA FALLS, IN THE
 QN0564'NORTHEAST QUARTER SEC. 11, T. 29 N., R. 10 W., ON LAND OWNED AND
 QN0564'OCCUPIED BY WILLIAM DACHEL.  THE MARK IS SET ON THE HIGHEST
 QN0564'POINT OF A WOODED HILL, 160 PACES SOUTH OF CLEARING, 11 FEET
 QN0564'SOUTH OF 10-INCH OAK TREE, 11 FEET NORTHWEST OF 10-INCH OAK
 QN0564'TREE, AND PROJECTS 10 INCHES.
 QN0564'
 QN0564'TO REACH STATION FROM BLOMER, GO WEST AND SOUTH ON STATE HIGHWAY
 QN0564'40 FOR 10.75 MILES TO SIDE ROAD TO EAST, TURN EAST FOR 1.0 MILE TO
 QN0564'A T-ROAD AND LANE CONTINUING EAST, JUST SOUTH OF INTERSECTION,
 QN0564'FOLLOW LANE EAST 0.15 MILE TO EAST SIDE OF BARN, THENCE TO SOUTH
 QN0564'END OF CLEARING, APPROXIMATELY 0.25 MILE UP HILL TO EDGE OF WOODS
 QN0564'THENCE 160 PACES ALONG TRAIL TO STATION.  LIGHT TRUCK CAN BE
 QN0564'DRIVEN TO STATION.
 QN0564'
 QN0564'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, 8 FEET SOUTHEAST
 QN0564'OF 8-INCH OAK TREE, AND PROJECTS 12 INCHES.
 QN0564'
 QN0564'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION, 5 FEET NORTHWEST
 QN0564'OF 4-INCH OAK TREE, AND PROJECTS 12 INCHES.
 QN0564'
 QN0564'AZIMUTH MARK IS SOUTH OF THE STATION, 1.1 MILES SOUTH AROUND
 QN0564'HILL FROM POINT WHERE LANE TURNS INTO DACHEL FARMHOUSE, 0.1 MILE
 QN0564'NORTHEAST OF T-ROAD, 22 FEET SOUTHEAST OF CENTERLINE OF ROAD, 5
 QN0564'FEET SOUTHEAST OF FENCE LINE, 23 FEET NORTHWEST OF 12-INCH TWIN
 QN0564'OAK TREES, AND PROJECTS 8 INCHES.
 QN0564'
 QN0564'A LIGHT 47 FEET ABOVE SCHNIDER COMES INTO VIEW AT 20 FEET ABOVE
 QN0564'THE GROUND.
 QN0564'
 QN0564'LIGHTS 4 FEET ABOVE ALBERT, 7 FEET ABOVE DUNNEWA, 47 FEET ABOVE
 QN0564'PINGLE, 60 FEET ABOVE STROM, AND 87 FEET ABOVE ELK MOUND, COME
 QN0564'INTO VIEW AT 26 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RN1604 ***********************************************************************
 RN1604  DESIGNATION -  DAIRYLAND
 RN1604  PID         -  RN1604
 RN1604  STATE/COUNTY-  WI/DOUGLAS
 RN1604  USGS QUAD   -  DAIRYLAND (1983)
 RN1604
 RN1604                         *CURRENT SURVEY CONTROL
 RN1604  ___________________________________________________________________
 RN1604* NAD 83(1991)-  46 14 38.56589(N)    092 14 37.13113(W)     ADJUSTED  
 RN1604* NAVD 88     -       368.0    (meters)    1207.     (feet)  VERTCON   
 RN1604  ___________________________________________________________________
 RN1604  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 RN1604  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 RN1604
 RN1604  HORZ ORDER  -  FIRST
 RN1604
 RN1604.The horizontal coordinates were established by classical geodetic methods
 RN1604.and adjusted by the National Geodetic Survey in March 1999..
 RN1604
 RN1604.The NAVD 88 height was computed by applying the VERTCON shift value to
 RN1604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RN1604
 RN1604.The Laplace correction was computed from DEFLEC99 derived deflections.
 RN1604
 RN1604.The geoid height was determined by GEOID03.
 RN1604
 RN1604;                    North         East     Units Scale Factor Converg.
 RN1604;SPC WI N     -   122,188.678   426,997.664   MT  0.99994623   -1 37 06.6
 RN1604;SPC WI N     -   400,880.69  1,400,908.17   sFT  0.99994623   -1 37 06.6
 RN1604;SPC MN C     -   240,230.231   954,705.555   MT  0.99992328   +1 27 04.9
 RN1604;UTM  15      - 5,121,441.254   558,308.033   MT  0.99964179   +0 32 46.8
 RN1604
 RN1604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN1604!SPC WI N     -   0.99994645  x   0.99994623  =   0.99989269
 RN1604!SPC MN C     -   0.99994645  x   0.99992328  =   0.99986974
 RN1604!UTM  15      -   0.99994645  x   0.99964179  =   0.99958826
 RN1604
 RN1604|---------------------------------------------------------------------|
 RN1604| PID    Reference Object                     Distance      Geod. Az  |
 RN1604|                                                           dddmmss.s |
 RN1604| CJ7869 DAIRYLAND RM 1                       26.463 METERS 07458     |
 RN1604| CJ7868 DAIRYLAND AZ MK                                    0874826.4 |
 RN1604| CJ7870 DAIRYLAND RM 2                       31.608 METERS 17424     |
 RN1604| RN1615 DUXBURY                             APPROX.21.5 KM 2523826.7 |
 RN1604| RN1603 DAIRYLAND LOT L                       9.096 METERS 32744     |
 RN1604|---------------------------------------------------------------------|
 RN1604
 RN1604                          SUPERSEDED SURVEY CONTROL
 RN1604
 RN1604  NAD 83(1991)-  46 14 38.56223(N)    092 14 37.12774(W) AD(       ) 1
 RN1604  NAD 83(1986)-  46 14 38.55770(N)    092 14 37.12582(W) AD(       ) 1
 RN1604  NAD 27      -  46 14 38.76900(N)    092 14 36.42500(W) AD(       ) 1
 RN1604  NGVD 29 (07/19/86)  368.0    (m)         1207.     (f) VERT ANG       
 RN1604
 RN1604.Superseded values are not recommended for survey control.
 RN1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1604.See file dsdata.txt to determine how the superseded data were derived.
 RN1604
 RN1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM5830821441(NAD 83)
 RN1604_MARKER: DS = TRIANGULATION STATION DISK
 RN1604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN1604
 RN1604  HISTORY     - Date     Condition        Report By
 RN1604  HISTORY     - 1953     MONUMENTED       CGS
 RN1604  HISTORY     - 1974     GOOD             NGS
 RN1604
 RN1604                          STATION DESCRIPTION
 RN1604
 RN1604'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 RN1604'THE STATION IS LOCATED ABOUT 10 MILES NORTH OF RIVERSIDE AND
 RN1604'4 MILES NORTH-NORTHWEST OF DAIRYLAND, ON THE SOUTH SIDE OF A
 RN1604'GRAVEL ROAD, AND JUST SOUTH OF THE DAIRYLAND FIRE LOOKOUT
 RN1604'TOWER.  IT IS 15 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST LEG
 RN1604'OF THE LOOKOUT TOWER.  THE MARK PROJECTS ABOUT 2 INCHES AND
 RN1604'THE DISK IS STAMPED DAIRYLAND 1953.
 RN1604'
 RN1604'REFERENCE MARK NO. 1 IS 90 FEET EAST OF THE SOUTHEAST LEG OF
 RN1604'THE LOOKOUT TOWER, 59 FEET SOUTH OF THE CENTER OF THE GRAVEL
 RN1604'ROAD AND 4 FEET NORTH-NORTHEAST OF A TELEPHONE POLE.  THE
 RN1604'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED DAIRY LAND NO
 RN1604'1 1953.
 RN1604'
 RN1604'REFERENCE MARK NO. 2 IS 51 FEET WEST OF A SMALL OUTHOUSE.
 RN1604'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED DAIRY
 RN1604'LAND NO 2 1953.
 RN1604'
 RN1604'AZIMUTH MARK IS 20 FEET NORTH OF THE CENTER OF THE GRAVEL
 RN1604'ROAD, 4 FEET SOUTHWEST OF A TELEPHONE POLE AND 2 FEET NORTHWEST
 RN1604'OF A TELEPHONE POLE.  THE MARK PROJECTS 6 INCHES AND THE
 RN1604'DISK IS STAMPED DAIRYLAND 1953.
 RN1604'
 RN1604'DAIRYLAND TOWER L 1943 IS AT THE CENTER OF THE BASE OF THE
 RN1604'DAIRYLAND FIRE LOOKOUT TOWER.  IT IS OF CONCRETE, 6 BY 8
 RN1604'INCHES ON TOP, AND A STANDARD USGS BENCH MARK DISK IS STAMPED
 RN1604'1943 L DAIRY LAND TOWER.  THE MARK PROJECTS ABOUT 2 INCHES.
 RN1604'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 RN1604'DAIRYLAND TO DAIRYLAND TOWER (USGS) AND THE DISTANCE AND
 RN1604'DIRECTION IS SHOWN ABOVE.
 RN1604'
 RN1604'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 AND
 RN1604'COUNTY ROUTE T, GO NORTH ON STATE HIGHWAY 35 FOR 1.95 MILES TO
 RN1604'A GRAVEL CROSSROAD, TURN LEFT AND GO WEST FOR 3.9 MILES TO THE
 RN1604'AZIMUTH MARK ON THE RIGHT, CONTINUE FOR 0.4 MILE TO THE STATION
 RN1604'ON THE LEFT BY THE LOOKOUT TOWER.
 RN1604'
 RN1604'THE JUNCTION OF STATE HIGHWAY 35 AND COUNTY ROUTE T MENTIONED
 RN1604'ABOVE IN THE TO REACH IS LOCATED AT THE SMALL TOWN OF DAIRYLAND.
 RN1604'
 RN1604'THE DIRECTION TO THE DAIRYLAND TOWER WAS TAKEN TO THE TOP
 RN1604'OF THE ROD ON THE TOP OF THE TOWER.
 RN1604'
 RN1604'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 RN1604
 RN1604                          STATION RECOVERY (1974)
 RN1604
 RN1604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JLC)
 RN1604'NO MEASUREMENT BETWEEN R.M.S DUE TO BRUSH AND A POLE ON LINE.
 RN1604'
 RN1604'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 RN1604'GOOD CONDITION.  THE DISTANCE AND DIRECTIONS CHECKED FAVORABLY
 RN1604'TO THE 1953 DATA.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT
 RN1604'RECOVERED.  A REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.
 RN1604'DAIRYLAND LOT L USGS 1953 WAS FOUND WITH THE DISK BROKEN OFF,
 RN1604'A DIFFERENCE OF 0.025 METERS AND 0.08 FOOT WAS NOTED TO THE
 RN1604'MARK, THE DIRECTION WAS NOT CHECKED.
 RN1604'
 RN1604'THE STATION IS ABOUT 10 MILES NORTH OF RIVERSIDE, 5-1/2
 RN1604'MILES SOUTHWEST OF MOOSE JUNCTION, AND 4 MILES NORTHWEST OF
 RN1604'DAIRYLAND ON STATE OWNED PROPERTY.  IT IS IN THE NE 1/4 SEC.
 RN1604'4, T43N, R15W.
 RN1604'
 RN1604'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35
 RN1604'AND COUNTY ROAD T IN THE VILLAGE OF DAIRYLAND, GO NORTH
 RN1604'ON STATE HIGHWAY 35 FOR 1.95 MILES TO A CROSSROAD (KINGSDALE
 RN1604'ROAD).  TURN LEFT AND GO WEST ON KINGSDALE ROAD FOR 4.3 MILES
 RN1604'TO THE STATION AND THE DAIRYLAND LOOKOUT TOWER ON THE LEFT.
 RN1604'
 RN1604'TO REACH THE REFERENCE MARK 3 FROM THE STATION GO WEST ON
 RN1604'KINGSDALE ROAD FOR 0.15 MILE TO THE MARK ON THE RIGHT.
 RN1604'
 RN1604'THE STATION MARKS ARE STANDARD DISKS STAMPED DAIRY LAND 1953,
 RN1604'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 RN1604'IS FLUSH WITH THE GROUND SURFACE.  IT IS 15 FEET SOUTHEAST
 RN1604'OF THE SOUTHEAST LEG OF LOOKOUT TOWER AND 4 FEET NORTH OF
 RN1604'A 2-INCH SPRUCE TREE.
 RN1604'
 RN1604'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, DAIRY LAND NO
 RN1604'1 1953, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 RN1604'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 90 FEET EAST OF
 RN1604'THE SOUTHEAST LEG OF LOOKOUT TOWER, 59 FEET SOUTH OF THE
 RN1604'APPROXIMATE CENTER OF KINGSDALE ROAD, AND 4 FEET NORTH OF TELEPHONE
 RN1604'POLE NO. 1.
 RN1604'
 RN1604'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DAIRY LAND NO
 RN1604'2 1953, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 RN1604'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 20
 RN1604'FEET WEST OF THE WOODS LINE AND 51 FEET SOUTHWEST OF AN
 RN1604'OUTHOUSE.
 RN1604'
 RN1604'REFERENCE MARK 3 IS A STANDARD DISK STAMPED DAIRYLAND NO
 RN1604'3 1953 1974, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 RN1604'MONUMENT THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.
 RN1604'IT IS 68 FEET WEST OF A DRIVEWAY, 36 FEET NORTH OF THE APPROXIMATE
 RN1604'CENTER OF KINGSDALE ROAD, 19 FEET EAST OF A 14-INCH PINE TREE,
 RN1604'AND 3.5 FEET NORTHEAST OF A METAL WITNESS POST WITH A SIGN
 RN1604'ATTACHED.
 RN1604'
 RN1604'DAIRYLAND LOT L USGS 1953 IS THE APPARENT HOLE IN THE TOP
 RN1604'OF A 6 BY 8-INCH CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE
 RN1604'THE GROUND SURFACE.  IT IS IN THE CENTER OF THE BASE OF THE
 RN1604'LOOKOUT TOWER.  THE U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 RN1604'WAS NOT RECOVERED.
 RN1604'
 RN1604'HEIGHT OF LIGHT ABOVE STATION MARK 98.92 FEET.
 RN1604'
 RN1604'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 RN1604'NORTHWEST OF DAIRYLAND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RN1603 ***********************************************************************
 RN1603  DESIGNATION -  DAIRYLAND LOT L
 RN1603  PID         -  RN1603
 RN1603  STATE/COUNTY-  WI/DOUGLAS
 RN1603  USGS QUAD   -  DAIRYLAND (1983)
 RN1603
 RN1603                         *CURRENT SURVEY CONTROL
 RN1603  ___________________________________________________________________
 RN1603* NAD 83(1991)-  46 14 38.81497(N)    092 14 37.35781(W)     ADJUSTED  
 RN1603* NAVD 88     -       370.63   (+/-2cm)    1216.0    (feet)  VERTCON   
 RN1603  ___________________________________________________________________
 RN1603  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 RN1603  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 RN1603
 RN1603  HORZ ORDER  -  SECOND
 RN1603  VERT ORDER  -  THIRD ? (See Below)
 RN1603
 RN1603.The horizontal coordinates were established by classical geodetic methods
 RN1603.and adjusted by the National Geodetic Survey in March 1999..
 RN1603
 RN1603.The NAVD 88 height was computed by applying the VERTCON shift value to
 RN1603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RN1603.The vertical order pertains to the NGVD 29 superseded value.
 RN1603
 RN1603.The Laplace correction was computed from DEFLEC99 derived deflections.
 RN1603
 RN1603.The geoid height was determined by GEOID03.
 RN1603
 RN1603;                    North         East     Units Scale Factor Converg.
 RN1603;SPC WI N     -   122,196.503   426,993.027   MT  0.99994623   -1 37 06.8
 RN1603;SPC WI N     -   400,906.36  1,400,892.96   sFT  0.99994623   -1 37 06.8
 RN1603;SPC MN C     -   240,237.795   954,700.506   MT  0.99992327   +1 27 04.8
 RN1603;UTM  15      - 5,121,448.896   558,303.106   MT  0.99964179   +0 32 46.6
 RN1603
 RN1603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN1603!SPC WI N     -   0.99994605  x   0.99994623  =   0.99989228
 RN1603!SPC MN C     -   0.99994605  x   0.99992327  =   0.99986932
 RN1603!UTM  15      -   0.99994605  x   0.99964179  =   0.99958786
 RN1603
 RN1603                          SUPERSEDED SURVEY CONTROL
 RN1603
 RN1603  NAD 83(1991)-  46 14 38.81131(N)    092 14 37.35442(W) AD(       ) 2
 RN1603  NAD 83(1986)-  46 14 38.80678(N)    092 14 37.35250(W) AD(       ) 2
 RN1603  NAD 27      -  46 14 39.01800(N)    092 14 36.65100(W) AD(       ) 2
 RN1603  NGVD 29 (07/19/86)  370.59   (m)         1215.8    (f) LEVELING    3  
 RN1603
 RN1603.Superseded values are not recommended for survey control.
 RN1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1603.See file dsdata.txt to determine how the superseded data were derived.
 RN1603
 RN1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM5830321449(NAD 83)
 RN1603_MARKER: DB = BENCH MARK DISK
 RN1603_SETTING: 0 = UNSPECIFIED SETTING
 RN1603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN1603
 RN1603  HISTORY     - Date     Condition        Report By
 RN1603  HISTORY     - 1953     MONUMENTED       USGS
 RN1603  HISTORY     - 1974     SEE DESCRIPTION  NGS
 RN1603
 RN1603                          STATION DESCRIPTION
 RN1603
 RN1603'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (DAJ)
 RN1603'THE STATION IS LOCATED ABOUT 10 MILES NORTH OF RIVERSIDE
 RN1603'AND 4 MILES NORTH-NORTHWEST OF DAIRYLAND, ON THE SOUTH SIDE
 RN1603'OF A GRAVEL ROAD.  IT IS AT THE CENTER OF THE BASE OF THE
 RN1603'DAIRYLAND FIRE LOOKOUT TOWER.  IT IS OF CONCRETE, 6 BY 8
 RN1603'INCHES AT THE TOP, PROJECTS ABOUT 2 INCHES AND A STANDARD
 RN1603'USGS BENCH MARK DISK IS STAMPED DAIRYLAND TOWER L 1943.
 RN1603'
 RN1603'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 RN1603'DAIRYLAND TO THIS MARK.  THE DISTANCE IS 9.088 METERS (29.82
 RN1603'FEET) NORTHWEST.
 RN1603'
 RN1603'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35
 RN1603'AND COUNTY ROUTE T, AT DAIRYLAND, GO NORTH ON STATE HIGHWAY
 RN1603'35 FOR 1.95 MILES TO A GRAVEL CROSSROAD, TURN LEFT ONTO THE
 RN1603'GRAVEL ROAD AND GO WEST FOR 4.3 MILES TO THE STATION.
 RN1603
 RN1603                          STATION RECOVERY (1974)
 RN1603
 RN1603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 RN1603'THE DAIRYLAND LOOKOUT TOWER WAS RECOVERED AS DESCRIBED IN
 RN1603'1953 BUT DAIRYLAND LOOKOUT TOWER L USGS 1943 WHICH WAS SET
 RN1603'IN THE CENTER OF THE BASE OF THE TOWER WAS FOUND WITH THE
 RN1603'DISK KNOCKED OUT.
 RN1603'
 RN1603'A DIFFERENCE OF 0.025 METER SHORTER WAS NOTED AND VERIFIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0552 ***********************************************************************
 QN0552  DESIGNATION -  DAIRYLAND PWR CO FLAMBEAU MST
 QN0552  PID         -  QN0552
 QN0552  STATE/COUNTY-  WI/RUSK
 QN0552  USGS QUAD   -  LADYSMITH (1971)
 QN0552
 QN0552                         *CURRENT SURVEY CONTROL
 QN0552  ___________________________________________________________________
 QN0552* NAD 83(1991)-  45 29 41.29667(N)    091 02 47.19262(W)     ADJUSTED  
 QN0552* NAVD 88     -                                                        
 QN0552  ___________________________________________________________________
 QN0552  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 QN0552  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 QN0552
 QN0552  HORZ ORDER  -  THIRD
 QN0552
 QN0552.The horizontal coordinates were established by classical geodetic methods
 QN0552.and adjusted by the National Geodetic Survey in November 1991..
 QN0552
 QN0552
 QN0552.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0552
 QN0552.The geoid height was determined by GEOID03.
 QN0552
 QN0552;                    North         East     Units Scale Factor Converg.
 QN0552;SPC WI C     -   185,155.112   518,206.912   MT  0.99999901   -0 44 18.0
 QN0552;SPC WI C     -   607,463.06  1,700,150.51   sFT  0.99999901   -0 44 18.0
 QN0552;UTM  15      - 5,039,775.518   652,638.773   MT  0.99988646   +1 23 36.7
 QN0552
 QN0552                          SUPERSEDED SURVEY CONTROL
 QN0552
 QN0552  NAD 83(1986)-  45 29 41.29190(N)    091 02 47.18938(W) AD(       ) 4
 QN0552  NAD 27      -  45 29 41.40600(N)    091 02 46.66100(W) AD(       ) 3
 QN0552
 QN0552.Superseded values are not recommended for survey control.
 QN0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0552.See file dsdata.txt to determine how the superseded data were derived.
 QN0552
 QN0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL5263939776(NAD 83)
 QN0552_MARKER: 42 = RADIO/TV MAST
 QN0552
 QN0552  HISTORY     - Date     Condition        Report By
 QN0552  HISTORY     - 1952     FIRST OBSERVED   CGS
 QN0552
 QN0552                          STATION DESCRIPTION
 QN0552
 QN0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QN0552'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF LADYSMITH
 QN0552'JUST NORTH OF THE HYDRO STATION ON THE FLAMBEAU RIVER.
 QN0552'
 QN0552'TO REACH THE STATION FROM LADYSMITH, GO NORTH ON COUNTY
 QN0552'HIGHWAY J FOR 4.1 MILES TO WHERE HIGHWAY TURNS SHARP LEFT.
 QN0552'GO EAST ON A GRAVEL ROAD 0.8 MILE TO THE STATION ON THE
 QN0552'RIGHT.
 QN0552'
 QN0552'THE STATION IS A METAL MAST APPROXIMATELY 140 FEET HIGH
 QN0552'WITH A LARGE RED LIGHT AT THE APEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1246 ***********************************************************************
 OM1246  DESIGNATION -  DAKOTA
 OM1246  PID         -  OM1246
 OM1246  STATE/COUNTY-  WI/MARQUETTE
 OM1246  USGS QUAD   -  WESTFIELD EAST (1984)
 OM1246
 OM1246                         *CURRENT SURVEY CONTROL
 OM1246  ___________________________________________________________________
 OM1246* NAD 83(1991)-  43 58 18.35317(N)    089 29 50.50033(W)     ADJUSTED  
 OM1246* NAVD 88     -       297.8    (meters)     977.     (feet)  VERTCON   
 OM1246  ___________________________________________________________________
 OM1246  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 OM1246  GEOID HEIGHT-         -35.90  (meters)                     GEOID03
 OM1246
 OM1246  HORZ ORDER  -  SECOND
 OM1246
 OM1246.The horizontal coordinates were established by classical geodetic methods
 OM1246.and adjusted by the National Geodetic Survey in November 1991..
 OM1246
 OM1246.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM1246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM1246
 OM1246.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1246
 OM1246.The geoid height was determined by GEOID03.
 OM1246
 OM1246;                    North         East     Units Scale Factor Converg.
 OM1246;SPC WI S     -   219,171.420   640,332.892   MT  0.99998210   +0 20 43.3
 OM1246;SPC WI S     -   719,064.90  2,100,825.50   sFT  0.99998210   +0 20 43.3
 OM1246;UTM  16      - 4,871,768.939   299,678.985   MT  1.00009357   -1 44 04.2
 OM1246
 OM1246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1246!SPC WI S     -   0.99995894  x   0.99998210  =   0.99994104
 OM1246!UTM  16      -   0.99995894  x   1.00009357  =   1.00005251
 OM1246
 OM1246|---------------------------------------------------------------------|
 OM1246| PID    Reference Object                     Distance      Geod. Az  |
 OM1246|                                                           dddmmss.s |
 OM1246| CS5496 DAKOTA RM 2                          20.705 METERS 01650     |
 OM1246| CS5495 DAKOTA RM 1                          45.305 METERS 27851     |
 OM1246|---------------------------------------------------------------------|
 OM1246
 OM1246                          SUPERSEDED SURVEY CONTROL
 OM1246
 OM1246  NAD 83(1986)-  43 58 18.35070(N)    089 29 50.50792(W) AD(       ) 2
 OM1246  NGVD 29 (03/14/91)  297.8    (m)          977.     (f) VERT ANG       
 OM1246
 OM1246.Superseded values are not recommended for survey control.
 OM1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1246.See file dsdata.txt to determine how the superseded data were derived.
 OM1246
 OM1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP9967971769(NAD 83)
 OM1246_MARKER: DE = TRAVERSE STATION DISK
 OM1246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM1246_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OM1246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM1246+STABILITY: SURFACE MOTION
 OM1246
 OM1246  HISTORY     - Date     Condition        Report By
 OM1246  HISTORY     - 1980     MONUMENTED       WIDT
 OM1246
 OM1246                          STATION DESCRIPTION
 OM1246
 OM1246'DESCRIBED BY WI DEPT OF TRANSP 1980 (LTK)
 OM1246'THE STATION IS LOCATED ALONG USH 51 ABOUT 16 MILES EAST OF FRIENDSHIP,
 OM1246'6 MILES NORTH OF WESTFIELD, AND 4.5 MILES SOUTH OF COLOMA.
 OM1246'
 OM1246'TO REACH THE STATION FROM THE JUNCTION OF STH 21 AND USH 51 ON THE
 OM1246'SOUTH EDGE OF COLOMA, GO SOUTHEAST AND SOUTH ON USH 51 FOR 3.97 MILES
 OM1246'TO THE STATION ABOUT 120 FEET WEST OF THE HIGHWAY AND JUST NORTH OF
 OM1246'THE INTERSECTION WITH CTH H.
 OM1246'
 OM1246'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---DAKOTA 1980---.
 OM1246'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 OM1246'MONUMENT WHICH PROJECTS 2 INCHES ABOVE GROUND.  IT IS 117.5 FEET WEST
 OM1246'OF THE CENTER OF USH 51, 54 FEET NORTHEAST OF THE CENTER OF DAKOTA
 OM1246'DRIVE, 36 FEET NORTHEAST OF THE NORTHWEST END OF A GUARDRAIL, AND 2.5
 OM1246'FEET WEST OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 OM1246'IRREGULAR MASS OF CONCRETE 4.5 FEET BELOW GROUND.
 OM1246'
 OM1246'REFERENCE MARK 1 IS A STANDARD WIDT DISK STAMPED---DAKOTA RM 1 1980---
 OM1246'SET IN THE TOP OF A 14 INCH CYLINRICAL CONCRETE MONUMENT WHICH
 OM1246'PROJECTS 3 INCHES ABOVE GROUND.  IT IS 30 FEET SOUTHEAST OF THE EAST
 OM1246'LEG OF A WOOD LAKE RESORT SIGN, 31.5 FEET NORTH OF THE CENTER OF
 OM1246'DAKOTA DRIVE, 27 FEET SOUTH OF A 13 INCH WHITE PINE, 3 FEET EAST OF A
 OM1246'WOODEN RIGHT OF WAY POST, AND 1 FOOT LOWER THAN THE STATION.
 OM1246'
 OM1246'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---DAKOTA RM 2 1980---
 OM1246'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 OM1246'PROJECTS 3 INCHES ABOVE GROUND.  IT IS 121.5 FEET NORTHEAST OF THE
 OM1246'CENTER OF DAKOTA DRIVE, 105 FEET SOUTHEAST OF A POWER POLE, 81.5 FEET
 OM1246'WEST OF THE CENTER OF USH 51, 67 FEET NORTH NORTHEAST OF A METAL
 OM1246'WITNESS POST, AND 1 FOOT LOWER THAN THE STATION.
 OM1246'
 OM1246'NO AZIMUTH MARK WAS SET.  HEIGHT OF LIGHT ABOVE MARK WAS 1.42 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5672 ***********************************************************************
 DH5672  DESIGNATION -  DAKOTA GPS
 DH5672  PID         -  DH5672
 DH5672  STATE/COUNTY-  WI/WAUSHARA
 DH5672  USGS QUAD   -  WAUTOMA (1968)
 DH5672
 DH5672                         *CURRENT SURVEY CONTROL
 DH5672  ___________________________________________________________________
 DH5672* NAD 83(1997)-  44 00 51.74791(N)    089 17 59.38382(W)     ADJUSTED  
 DH5672* NAVD 88     -                                                        
 DH5672  ___________________________________________________________________
 DH5672  X           -      56,145.070 (meters)                     COMP
 DH5672  Y           -  -4,594,184.430 (meters)                     COMP
 DH5672  Z           -   4,409,395.717 (meters)                     COMP
 DH5672  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 DH5672  ELLIP HEIGHT-         223.55  (meters)          (08/01/05) GPS OBS
 DH5672  GEOID HEIGHT-         -36.10  (meters)                     GEOID03
 DH5672
 DH5672  HORZ ORDER  -  FIRST
 DH5672  ELLP ORDER  -  SECOND    CLASS I
 DH5672
 DH5672.The horizontal coordinates were established by GPS observations
 DH5672.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5672
 DH5672
 DH5672.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5672
 DH5672.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5672
 DH5672.The ellipsoidal height was determined by GPS observations
 DH5672.and is referenced to NAD 83.
 DH5672
 DH5672.The geoid height was determined by GEOID03.
 DH5672
 DH5672;                    North         East     Units Scale Factor Converg.
 DH5672;SPC WI S     -   224,019.951   656,143.271   MT  0.99998980   +0 28 51.9
 DH5672;SPC WI S     -   734,972.12  2,152,696.71   sFT  0.99998980   +0 28 51.9
 DH5672;UTM  16      - 4,876,040.811   315,656.011   MT  1.00001797   -1 35 54.5
 DH5672
 DH5672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5672!SPC WI S     -   0.99996495  x   0.99998980  =   0.99995475
 DH5672!UTM  16      -   0.99996495  x   1.00001797  =   0.99998292
 DH5672
 DH5672                          SUPERSEDED SURVEY CONTROL
 DH5672
 DH5672.No superseded survey control is available for this station.
 DH5672
 DH5672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP1565676041(NAD 83)
 DH5672_MARKER: DD = SURVEY DISK
 DH5672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5672_STAMPING: DAKOTA GPS 1993
 DH5672_MARK LOGO: WI-137
 DH5672_PROJECTION: FLUSH
 DH5672_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5672+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2006
 DH5672
 DH5672  HISTORY     - Date     Condition        Report By
 DH5672  HISTORY     - 1993     MONUMENTED       WI-137
 DH5672  HISTORY     - 20030821 GOOD             WIDT
 DH5672  HISTORY     - 20060618 GOOD             USPSQD
 DH5672
 DH5672                          STATION DESCRIPTION
 DH5672
 DH5672'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5672'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH5672'STATION FROM THE  JUNCTION OF STATE HIGHWAY 22 WITH COUNTYHIGHWAY YY
 DH5672'ABOUT 4 MI SOUTH OF THE CIT OF  WAUTOMA, GO SOUTH ON STATE HIGHWAY 22
 DH5672'FOR 0.05 MI TO THE STATION ON THE LEFT.  THE  STATIONIS A BRONZE
 DH5672'WAUSHARA COUNTY GEODETIC CONTROL MARKER DISK SET IN THE TOP OF A
 DH5672'40-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DH5672'THE STATION IS  15.7 M SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY
 DH5672'22, 33.8 M  SOUTH-SOUTHWEST OF  TELEPHONE PEDESTAL --1828--, 31.6 M
 DH5672'NORTH OF THE CENTERLINE OF 16TH DRIVE, 0.9 M WEST  OF A WHITE PLASTIC
 DH5672'WITNESS POST AND 1.0 M NORTH, SOUTHEAST, SOUTHWEST OF THREE ORANGE
 DH5672'4X4 PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH5672'OBSTRUCTIONS  EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH5672
 DH5672                          STATION RECOVERY (2006)
 DH5672
 DH5672'RECOVERY NOTE BY US POWER SQUADRON 2006 (MGR)
 DH5672'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0101 ***********************************************************************
 PO0101  DESIGNATION -  DALE
 PO0101  PID         -  PO0101
 PO0101  STATE/COUNTY-  WI/JUNEAU
 PO0101  USGS QUAD   -  CUTLER (1980)
 PO0101
 PO0101                         *CURRENT SURVEY CONTROL
 PO0101  ___________________________________________________________________
 PO0101* NAD 83(1991)-  44 01 29.91732(N)    090 12 14.90724(W)     ADJUSTED  
 PO0101* NAVD 88     -       281.536  (meters)     923.67   (feet)  ADJUSTED  
 PO0101  ___________________________________________________________________
 PO0101  LAPLACE CORR-          -7.20  (seconds)                    DEFLEC99
 PO0101  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 PO0101  DYNAMIC HT  -         281.478 (meters)     923.48  (feet)  COMP
 PO0101  MODELED GRAV-     980,407.0   (mgal)                       NAVD 88
 PO0101
 PO0101  HORZ ORDER  -  FIRST
 PO0101  VERT ORDER  -  FIRST     CLASS II
 PO0101
 PO0101.The horizontal coordinates were established by classical geodetic methods
 PO0101.and adjusted by the National Geodetic Survey in November 1991..
 PO0101
 PO0101.The orthometric height was determined by differential leveling
 PO0101.and adjusted by the National Geodetic Survey in June 1991..
 PO0101
 PO0101.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0101
 PO0101.The geoid height was determined by GEOID03.
 PO0101
 PO0101.The dynamic height is computed by dividing the NAVD 88
 PO0101.geopotential number by the normal gravity value computed on the
 PO0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0101.degrees latitude (g = 980.6199 gals.).
 PO0101
 PO0101.The modeled gravity was interpolated from observed gravity values.
 PO0101
 PO0101;                    North         East     Units Scale Factor Converg.
 PO0101;SPC WI S     -   224,982.350   583,633.657   MT  0.99999180   -0 08 25.0
 PO0101;SPC WI S     -   738,129.59  1,914,804.76   sFT  0.99999180   -0 08 25.0
 PO0101;UTM  15      - 4,878,447.831   724,064.614   MT  1.00021752   +1 56 37.9
 PO0101
 PO0101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0101!SPC WI S     -   0.99996130  x   0.99999180  =   0.99995310
 PO0101!UTM  15      -   0.99996130  x   1.00021752  =   1.00017881
 PO0101
 PO0101|---------------------------------------------------------------------|
 PO0101| PID    Reference Object                     Distance      Geod. Az  |
 PO0101|                                                           dddmmss.s |
 PO0101| CJ4477 DALE RM 1                             7.666 METERS 02433     |
 PO0101| CJ4478 DALE RM 2                             5.832 METERS 20124     |
 PO0101|---------------------------------------------------------------------|
 PO0101
 PO0101                          SUPERSEDED SURVEY CONTROL
 PO0101
 PO0101  NAD 83(1986)-  44 01 29.91546(N)    090 12 14.91466(W) AD(       ) 1
 PO0101  NAD 27      -  44 01 30.04300(N)    090 12 14.44500(W) AD(       ) 1
 PO0101  NGVD 29 (??/??/92)  281.544  (m)          923.70   (f) ADJ UNCH    1 2
 PO0101
 PO0101.Superseded values are not recommended for survey control.
 PO0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0101.See file dsdata.txt to determine how the superseded data were derived.
 PO0101
 PO0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ2406578448(NAD 83)
 PO0101_MARKER: DE = TRAVERSE STATION DISK
 PO0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0101_STAMPING: DALE 1926
 PO0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PO0101
 PO0101  HISTORY     - Date     Condition        Report By
 PO0101  HISTORY     - 1926     MONUMENTED       CGS
 PO0101  HISTORY     - 1928     GOOD             CGS
 PO0101  HISTORY     - 1930     GOOD             CGS
 PO0101  HISTORY     - 1930     GOOD             NGS
 PO0101  HISTORY     - 1958     MARK NOT FOUND   USGS
 PO0101  HISTORY     - 1969     GOOD             USGS
 PO0101  HISTORY     - 1973     GOOD             WIDT
 PO0101  HISTORY     - 1973     SEE DESCRIPTION  NGS
 PO0101  HISTORY     - 1985     MARK NOT FOUND   NGS
 PO0101
 PO0101                          STATION DESCRIPTION
 PO0101
 PO0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PO0101'STATION IS LOCATED APPROXIMATELY 1/2 MILE W OF THE VILLAGE
 PO0101'OF CLOVERDALE.  OFFSET STATION IS 1.69 METERS N OF N RAIL
 PO0101'OF TRACK AND ABOUT 1-1/2 METERS E OF BLOCK SIGNAL NO. 967.
 PO0101'
 PO0101'SURFACE, UNDERGROUND, AND REFERENCE MARK NO. 1 ARE STANDARD
 PO0101'BRONZE DISKS SET IN CONCRETE POSTS.
 PO0101'
 PO0101'REFERENCE MARK NO. 1 IS N OF THE STATION.
 PO0101'
 PO0101'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN THE
 PO0101'BASE OF THE BLOCK SIGNAL ON THE S SIDE OF THE TRACK.
 PO0101
 PO0101                          STATION RECOVERY (1928)
 PO0101
 PO0101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (EJB)
 PO0101'STATION FOUND IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 PO0101
 PO0101                          STATION RECOVERY (1930)
 PO0101
 PO0101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PO0101'STATION FOUND AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 PO0101'ADEQUATE.
 PO0101
 PO0101                          STATION RECOVERY (1930)
 PO0101
 PO0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1930
 PO0101'0.5 MI W FROM CLOVERDALE.
 PO0101'1/2 MILE WEST ALONG THE HIGHWAY ON THE CHICAGO AND NORTHWESTERN
 PO0101'RAILROAD, 1/2 MILE WEST OF THE STATION AT CLOVERDALE (A FLAG
 PO0101'STOP), 5.5 FEET NORTH OF THE NORTH RAIL, 4.9 FEET EAST OF BLOCK
 PO0101'SIGNAL NO. 967, STANDARD TRAVERSE STATION.
 PO0101
 PO0101                          STATION RECOVERY (1958)
 PO0101
 PO0101'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 PO0101'MARK NOT FOUND.
 PO0101
 PO0101                          STATION RECOVERY (1969)
 PO0101
 PO0101'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JFS)
 PO0101'ALL MKS. FOUND IN GOOD CONDITION.  THE BLOCK SIGNAL IS GONE
 PO0101'BUT CONCRETE BASE REMAINS.
 PO0101
 PO0101                          STATION RECOVERY (1973)
 PO0101
 PO0101'RECOVERY NOTE BY WI DEPT OF TRANSP 1973 (GFN)
 PO0101'DALE 1926-GOOD CONDITION
 PO0101'
 PO0101'R.M. NO. 1-GOOD CONDITION
 PO0101'
 PO0101'R.M. NO. 2-GOOD CONDITION
 PO0101'
 PO0101'SEMAPHORE 967 HAS BEEN MOVED EAST 0.49 MILE.  OLD SIGNAL BASES
 PO0101'STILL EXIST.  DESCRIPTION ADEQUATE FROM THESE OLD BASES.
 PO0101'400 FT WEST OF TELE. POLE 145, 0.37 MILES WEST OF DIRT ROAD
 PO0101'CROSSING.
 PO0101
 PO0101                          STATION RECOVERY (1973)
 PO0101
 PO0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 PO0101'THE SURFACE STATION MARK WAS FOUND DISTURBED.  THE UNDERGROUND
 PO0101'STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 PO0101'REFERENCE MARK 1 WAS MEASURED HORIZONAL AND FOUND TO BE
 PO0101'SHORTER BY 0.38 OF A FOOT AND REFERENCE MARK 1 LONGER BY 0.10
 PO0101'OF A FOOT.  A NEW AND COMPLETE DESCRIPTION IS NEEDED.  THE
 PO0101'SURFACE STATION MARK WAS RESET HOLDING THE UNDERGROUND POINT.
 PO0101'
 PO0101'THE STATION IS LOCATED ABOUT 0.4 MILES WEST OF A RAILROAD
 PO0101'CROSSING, ON RAILROAD RIGHT-OF-WAY, ABOUT 175 FEET SOUTH OF THE
 PO0101'CENTERLINE OF STATE HIGHWAY 21, 90 FEET NORTH OF THE CENTERLINE
 PO0101'OF GRAVELED ROAD, 5.5 FEET NORTH OF THE NORTH RAIL OF RAILROAD
 PO0101'TRACKS, 400 FEET WEST OF TELEPHONE POLE 145 AND 32 FEET NORTH
 PO0101'OF A TELEPHONE POLE.  THE MONUMENT IS FLUSH AND THE DISK IS
 PO0101'STAMPED DALE 1926 1973.
 PO0101'
 PO0101'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 PO0101'21 AND 80 AT NECEDAH, GO WEST ON HIGHWAY 21 FOR 6.2 MILES TO
 PO0101'A ROAD LEFT.  TURN LEFT ON GRAVELED ROAD CROSSING RAILROAD
 PO0101'TRACKS FOR ABOUT 200 FEET TO A GRAVELED ROAD.  TURN RIGHT AND
 PO0101'GO WEST ON THE GRAVELED ROAD FOR 0.4 MILE TO THE STATION ON
 PO0101'THE RIGHT.
 PO0101'
 PO0101'REFERENCE MARK 1 IS 28 FEET NORTH OF THE NORTH RAIL OF THE
 PO0101'RAILROAD TRACKS AND 22 FEET NORTHEAST OF THE METAL WITNESS
 PO0101'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED DALE
 PO0101'NO 1 1926.
 PO0101'
 PO0101'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DALE NO 2 1926
 PO0101'SET IN A DRILL HOLE IN THE TOP OF REMAINS OF CONCRETE BASE
 PO0101'OF REMOVED RAILROAD SIGNAL, 7 FEET SOUTH OF THE SOUTH RAIL OF
 PO0101'RAILROAD TRACKS, 72 FEET NORTH OF THE CENTERLINE OF GRAVELED
 PO0101'ROAD AND 14 FEET NORTHWEST OF THE TELEPHONE POLE.
 PO0101'
 PO0101'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 PO0101'
 PO0101'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6.6 MILES
 PO0101'WEST OF NECEDAH
 PO0101
 PO0101                          STATION RECOVERY (1985)
 PO0101
 PO0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PO0101'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF6091 ***********************************************************************
 DF6091  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6091  DESIGNATION -  DALE E GPS
 DF6091  PID         -  DF6091
 DF6091  STATE/COUNTY-  WI/OUTAGAMIE
 DF6091  USGS QUAD   -  GREENVILLE (1992)
 DF6091
 DF6091                         *CURRENT SURVEY CONTROL
 DF6091  ___________________________________________________________________
 DF6091* NAD 83(1997)-  44 17 26.80591(N)    088 37 00.29467(W)     ADJUSTED  
 DF6091* NAVD 88     -       273.19   (meters)     896.3    (feet)  GPS OBS   
 DF6091  ___________________________________________________________________
 DF6091  X           -     110,395.422 (meters)                     COMP
 DF6091  Y           -  -4,571,809.923 (meters)                     COMP
 DF6091  Z           -   4,431,441.777 (meters)                     COMP
 DF6091  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 DF6091  ELLIP HEIGHT-         236.81  (meters)          (06/11/03) GPS OBS
 DF6091  GEOID HEIGHT-         -36.37  (meters)                     GEOID03
 DF6091
 DF6091  HORZ ORDER  -  FIRST
 DF6091  ELLP ORDER  -  THIRD     CLASS I
 DF6091
 DF6091.The horizontal coordinates were established by GPS observations
 DF6091.and adjusted by the National Geodetic Survey in June 2003..
 DF6091
 DF6091.The orthometric height was determined by GPS observations and a
 DF6091.high-resolution geoid model using precise GPS observation and
 DF6091.processing techniques.
 DF6091
 DF6091.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6091
 DF6091.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6091
 DF6091.The ellipsoidal height was determined by GPS observations
 DF6091.and is referenced to NAD 83.
 DF6091
 DF6091.The geoid height was determined by GEOID03.
 DF6091
 DF6091;                    North         East     Units Scale Factor Converg.
 DF6091;SPC WI C     -    51,770.900   710,395.892   MT  0.99999254   +0 58 33.6
 DF6091;SPC WI C     -   169,851.69  2,330,690.52   sFT  0.99999254   +0 58 33.6
 DF6091;UTM  16      - 4,905,440.870   371,012.908   MT  0.99980462   -1 07 44.9
 DF6091
 DF6091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6091!SPC WI C     -   0.99996287  x   0.99999254  =   0.99995541
 DF6091!UTM  16      -   0.99996287  x   0.99980462  =   0.99976750
 DF6091
 DF6091                          SUPERSEDED SURVEY CONTROL
 DF6091
 DF6091.No superseded survey control is available for this station.
 DF6091
 DF6091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ7101305441(NAD 83)
 DF6091_MARKER: DD = SURVEY DISK
 DF6091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6091_STAMPING: DALE E GPS 1993
 DF6091_MARK LOGO: WIDT  
 DF6091_PROJECTION: FLUSH
 DF6091_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6091+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2005
 DF6091
 DF6091  HISTORY     - Date     Condition        Report By
 DF6091  HISTORY     - 1993     MONUMENTED       WI-087
 DF6091  HISTORY     - 2002     GOOD             WIDT
 DF6091  HISTORY     - 20030702 GOOD             USPSQD
 DF6091  HISTORY     - 20041008 GOOD             USPSQD
 DF6091  HISTORY     - 20050712 GOOD             WIDT
 DF6091
 DF6091                          STATION DESCRIPTION
 DF6091
 DF6091'DESCRIBED BY WI DEPT OF TRANSP 2002 (DJH)
 DF6091'THE STATION IS LOCATED ABOUT 17 KM WEST-NORTHWEST OF APPLETON AND 5 KM
 DF6091'SOUTH OF
 DF6091'HORTONVILLE.  OWNERSHIP--TOWN OF GREENVILLE.  TO REACH THE STATION
 DF6091'FROM THE JUNCTION OF
 DF6091'US HIGHWAY 10 WITH COUNTY HIGHWAY M IN THE COMMUNITY OF MEDINA, GO
 DF6091'NORTH ON COUNTY
 DF6091'HIGHWAY M FOR 1.6 KM TO SCHOOL ROAD ON THE RIGHT, TURN RIGHT AND GO
 DF6091'EAST ON SCHOOL
 DF6091'ROAD FOR 1.4 KM TO GREENDALE ROAD ON THE LEFT, TURN LEFT AND GO NORTH
 DF6091'ON GREENDALE
 DF6091'ROAD FOR 0.4 KM TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DF6091'WISCONSIN
 DF6091'DEPARTMENT OF TRANSPORTATION CONTROL STATION DISK SET IN THE TOP OF A
 DF6091'41-CM DIAMETER
 DF6091'CONCRETE POST SET TO A DEPTH OF 1.8 M AND ABOUT 1 M BELOW THE ROAD
 DF6091'PAVEMENT.  THE
 DF6091'STATION IS 7.1 M EAST OF THE CENTERLINE OF GREENDALE ROAD, .1 KM SOUTH
 DF6091'OF THE CENTERLINE
 DF6091'OF HICKORY COURT LANE, 35.5 M SOUTHEAST OF POWER POLE --70-4989--, 7.7
 DF6091'M SOUTH OF A WOOD
 DF6091'POST FOR A --CURVE-- CAUTION SIGN, 2.8 M WEST OF A STEEL WITNESS POST,
 DF6091'1.0 M EAST, 1.0 M
 DF6091'SOUTH, AND 1.0 M NORTH OF THREE 4X4 ORANGE PLASTIC WITNESS POSTS.
 DF6091'---NOTE---THIS STATION
 DF6091'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DF6091'HORIZON EXCEPT
 DF6091'FOR A TREE TO THE WEST EXTENDING TO 25 DEGREES.
 DF6091' 
 DF6091' 
 DF6091' 
 DF6091' 
 DF6091' 
 DF6091'
 DF6091
 DF6091                          STATION RECOVERY (2003)
 DF6091
 DF6091'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6091'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS IN THE CENTER OF A
 DF6091'TRIANGLE FORMED BY THREE ORANGE PLASTIC GUARD POSTS.
 DF6091
 DF6091                          STATION RECOVERY (2004)
 DF6091
 DF6091'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 DF6091'RECOVERED IN GOOD CONDITION.  NOTE-- HIGHWAY 10 IS NOW LABELED HIGHWAY
 DF6091'96.
 DF6091
 DF6091                          STATION RECOVERY (2005)
 DF6091
 DF6091'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DF6091'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7459 ***********************************************************************
 DE7459  DESIGNATION -  DALE S GPS
 DE7459  PID         -  DE7459
 DE7459  STATE/COUNTY-  WI/OUTAGAMIE
 DE7459  USGS QUAD   -  OSHKOSH NW (1975)
 DE7459
 DE7459                         *CURRENT SURVEY CONTROL
 DE7459  ___________________________________________________________________
 DE7459* NAD 83(1997)-  44 14 45.84926(N)    088 38 19.46904(W)     ADJUSTED  
 DE7459* NAVD 88     -       234.836  (meters)     770.46   (feet)  ADJUSTED  
 DE7459  ___________________________________________________________________
 DE7459  X           -     108,722.266 (meters)                     COMP
 DE7459  Y           -  -4,575,291.451 (meters)                     COMP
 DE7459  Z           -   4,427,857.333 (meters)                     COMP
 DE7459  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 DE7459  ELLIP HEIGHT-         198.43  (meters)          (06/11/03) GPS OBS
 DE7459  GEOID HEIGHT-         -36.41  (meters)                     GEOID03
 DE7459  DYNAMIC HT  -         234.795 (meters)     770.32  (feet)  COMP
 DE7459  MODELED GRAV-     980,435.7   (mgal)                       NAVD 88
 DE7459
 DE7459  HORZ ORDER  -  FIRST
 DE7459  VERT ORDER  -  SECOND    CLASS I
 DE7459  ELLP ORDER  -  THIRD     CLASS I
 DE7459
 DE7459.The horizontal coordinates were established by GPS observations
 DE7459.and adjusted by the National Geodetic Survey in June 2003..
 DE7459
 DE7459.The orthometric height was determined by differential leveling
 DE7459.and adjusted by the National Geodetic Survey in May 2003..
 DE7459
 DE7459.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7459
 DE7459.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7459
 DE7459.The ellipsoidal height was determined by GPS observations
 DE7459.and is referenced to NAD 83.
 DE7459
 DE7459.The geoid height was determined by GEOID03.
 DE7459
 DE7459.The dynamic height is computed by dividing the NAVD 88
 DE7459.geopotential number by the normal gravity value computed on the
 DE7459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7459.degrees latitude (g = 980.6199 gals.).
 DE7459
 DE7459.The modeled gravity was interpolated from observed gravity values.
 DE7459
 DE7459;                    North         East     Units Scale Factor Converg.
 DE7459;SPC WI C     -    46,773.871   708,724.106   MT  1.00000075   +0 57 37.7
 DE7459;SPC WI C     -   153,457.28  2,325,205.67   sFT  1.00000075   +0 57 37.7
 DE7459;UTM  16      - 4,900,509.538   369,159.090   MT  0.99981054   -1 08 36.9
 DE7459
 DE7459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7459!SPC WI C     -   0.99996889  x   1.00000075  =   0.99996964
 DE7459!UTM  16      -   0.99996889  x   0.99981054  =   0.99977943
 DE7459
 DE7459                          SUPERSEDED SURVEY CONTROL
 DE7459
 DE7459  NAVD 88 (06/11/03)  234.84   (m)          770.5    (f) LEVELING    3  
 DE7459
 DE7459.Superseded values are not recommended for survey control.
 DE7459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7459.See file dsdata.txt to determine how the superseded data were derived.
 DE7459
 DE7459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6915900510(NAD 83)
 DE7459_MARKER: DD = SURVEY DISK
 DE7459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7459_STAMPING: DALE S GPS 1993
 DE7459_MARK LOGO: WIDT  
 DE7459_PROJECTION: FLUSH
 DE7459_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7459+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2004
 DE7459
 DE7459  HISTORY     - Date     Condition        Report By
 DE7459  HISTORY     - 1993     MONUMENTED       WI-087
 DE7459  HISTORY     - 20010103 GOOD             WIDT
 DE7459  HISTORY     - 20030611 GOOD             USPSQD
 DE7459  HISTORY     - 20041008 GOOD             USPSQD
 DE7459
 DE7459                          STATION DESCRIPTION
 DE7459
 DE7459'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7459'THE STATION IS LOCATED ABOUT 16 KM NORTHWEST OF MENASHA, 5 KM NORTH
 DE7459'OF WINCHESTER AND 3 KM SOUTH OF MEDINA. OWNERSHIP--OUTAGAMIE COUNTY.
 DE7459'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH COUNTY
 DE7459'HIGHWAY M IN THE COMMUNITY OF MEDINA, GO SOUTH ON COUNTY HIGHWAY M
 DE7459'FOR 1.7 KM TO A RAILROAD CROSSING, CONTINUE SOUTH ON COUNTY HIGHWAY M
 DE7459'FOR 0.3 KM TO THE STATION ON THE LEFT.    THE STATION IS A BRONZE
 DE7459'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL MARKER
 DE7459'DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH
 DE7459'OF 1.8 M AND ABOUT 2 M BELOW THE HIGHWAY PAVEMENT.  THE STATION IS
 DE7459'11.7 M EAST OF THE CENTERLINE OF COUNTY HIGHWAY M, 274 M SOUTH OF A
 DE7459'RAILROAD CROSSING, 39.3 M SOUTH OF A WOOD POST FOR A --CURVE--
 DE7459'CAUTION SIGN, 38 M NORTHEAST OF A FIELD ENTRANCE AND 6.5 M WEST OF A
 DE7459'STEEL WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DE7459'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7459
 DE7459                          STATION RECOVERY (2003)
 DE7459
 DE7459'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7459'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.7 MILES SOUTH OF
 DE7459'HIGHWAY 10 ON COUNTY HIGHWAY M, 0.1 MILE SOUTH OF A RAILROAD CROSSING.
 DE7459'IT IS 1 M EAST OF A WHITE PLASTIC WITNESS POST AND IN THE CENTER OF
 DE7459'THE TRIANGLE FORMED BY 3 ORANGE PLASTIC GUARD POSTS.
 DE7459
 DE7459                          STATION RECOVERY (2004)
 DE7459
 DE7459'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 DE7459'RECOVERED IN GOOD CONDITION.  NOTE-- HIGHWAY 10 IS NOW LABELED HIGHWAY
 DE7459'96.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7460 ***********************************************************************
 DE7460  DESIGNATION -  DALE S GPS AZ MK
 DE7460  PID         -  DE7460
 DE7460  STATE/COUNTY-  WI/OUTAGAMIE
 DE7460  USGS QUAD   -  HORTONVILLE (1975)
 DE7460
 DE7460                         *CURRENT SURVEY CONTROL
 DE7460  ___________________________________________________________________
 DE7460* NAD 83(1986)-  44 15 01.     (N)    088 38 18.     (W)     SCALED    
 DE7460* NAVD 88     -       239.098  (meters)     784.44   (feet)  ADJUSTED  
 DE7460  ___________________________________________________________________
 DE7460  GEOID HEIGHT-         -36.40  (meters)                     GEOID03
 DE7460  DYNAMIC HT  -         239.055 (meters)     784.30  (feet)  COMP
 DE7460  MODELED GRAV-     980,436.3   (mgal)                       NAVD 88
 DE7460
 DE7460  VERT ORDER  -  SECOND    CLASS I
 DE7460
 DE7460.The horizontal coordinates were scaled from a topographic map and have
 DE7460.an estimated accuracy of +/- 6 seconds.
 DE7460
 DE7460.The orthometric height was determined by differential leveling
 DE7460.and adjusted by the National Geodetic Survey in May 2003..
 DE7460
 DE7460.The geoid height was determined by GEOID03.
 DE7460
 DE7460.The dynamic height is computed by dividing the NAVD 88
 DE7460.geopotential number by the normal gravity value computed on the
 DE7460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7460.degrees latitude (g = 980.6199 gals.).
 DE7460
 DE7460.The modeled gravity was interpolated from observed gravity values.
 DE7460
 DE7460;                    North         East    Units  Estimated Accuracy
 DE7460;SPC WI C     -    47,240.      708,750.      MT  (+/- 180 meters Scaled)
 DE7460
 DE7460                          SUPERSEDED SURVEY CONTROL
 DE7460
 DE7460.No superseded survey control is available for this station.
 DE7460
 DE7460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ692009(NAD 83)
 DE7460_MARKER: DZ = AZIMUTH MARK DISK
 DE7460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7460_STAMPING: DALE S GPS 1993
 DE7460_MARK LOGO: WIDT  
 DE7460_PROJECTION: FLUSH
 DE7460_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7460+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2005
 DE7460
 DE7460  HISTORY     - Date     Condition        Report By
 DE7460  HISTORY     - 1993     MONUMENTED       WI-087
 DE7460  HISTORY     - 20010103 GOOD             WIDT
 DE7460  HISTORY     - 20030611 GOOD             USPSQD
 DE7460  HISTORY     - 20041008 GOOD             USPSQD
 DE7460  HISTORY     - 20050718 GOOD             WIDT
 DE7460
 DE7460                          STATION DESCRIPTION
 DE7460
 DE7460'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7460'THE STATION IS LOCATED 16 KM NORTHWEST OF MENASHA, 6 KM NORTH OF
 DE7460'WINCHESTER AND 3 KM SOUTH OF MEDINA.  OWNERSHIP--OUTAGAMIE COUNTY.
 DE7460'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH COUNTY
 DE7460'HIGHWAY M IN THE COMMUNITY OF MEDINA, GO SOUTH ON COUNTY HIGHWAY M
 DE7460'FOR 2.6 KM TO THE STATION ON THE LEFT.    THE STATION IS A BRONZE
 DE7460'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL MARKER
 DE7460'AZIMUTH MARK DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DE7460'SET TO A DEPTH OF 1.8 M AND ABOUT 1 M BELOW THE HIGHWAY PAVEMENT.
 DE7460'THE STATION IS 11.7 M EAST OF THE CENTERLINE OF COUNTY HIGHWAY M, 177
 DE7460'M NORTH OF A RAILROAD CROSSING, 52.6 M NORTHEAST OF POWER POLE
 DE7460'--71-3015--, 50.6 M SOUTHEAST OF POWER POLE --71-3014--, AND 2.0 M
 DE7460'WEST OF A STEEL WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DE7460'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7460
 DE7460                          STATION RECOVERY (2003)
 DE7460
 DE7460'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7460'RECOVERED IN GOOD CONDITION.
 DE7460
 DE7460                          STATION RECOVERY (2004)
 DE7460
 DE7460'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 DE7460'RECOVERED IN GOOD CONDITION.  NOTE-- HIGHWAY 10 IS NOW LABELED HIGHWAY
 DE7460'96.
 DE7460
 DE7460                          STATION RECOVERY (2005)
 DE7460
 DE7460'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7460'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.55 MILE SOUTH OF
 DE7460'HUNTERS ROAD AND 1.0 M WEST, 1.0 M NORTH, AND 1.0 M SOUTH OF THREE
 DE7460'WHITE PLASTIC WITNESS POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5236 ***********************************************************************
 DH5236  DESIGNATION -  DALEYVILLE GPS
 DH5236  PID         -  DH5236
 DH5236  STATE/COUNTY-  WI/IOWA
 DH5236  USGS QUAD   -  DALEYVILLE (1962)
 DH5236
 DH5236                         *CURRENT SURVEY CONTROL
 DH5236  ___________________________________________________________________
 DH5236* NAD 83(1997)-  42 55 22.08814(N)    089 52 11.71174(W)     ADJUSTED  
 DH5236* NAVD 88     -                                                        
 DH5236  ___________________________________________________________________
 DH5236  X           -      10,620.598 (meters)                     COMP
 DH5236  Y           -  -4,677,998.757 (meters)                     COMP
 DH5236  Z           -   4,321,423.672 (meters)                     COMP
 DH5236  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 DH5236  ELLIP HEIGHT-         290.71  (meters)          (08/01/05) GPS OBS
 DH5236  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 DH5236
 DH5236  HORZ ORDER  -  FIRST
 DH5236  ELLP ORDER  -  SECOND    CLASS I
 DH5236
 DH5236.The horizontal coordinates were established by GPS observations
 DH5236.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5236
 DH5236
 DH5236.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5236
 DH5236.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5236
 DH5236.The ellipsoidal height was determined by GPS observations
 DH5236.and is referenced to NAD 83.
 DH5236
 DH5236.The geoid height was determined by GEOID03.
 DH5236
 DH5236;                    North         East     Units Scale Factor Converg.
 DH5236;SPC WI S     -   102,523.082   610,619.771   MT  0.99996719   +0 05 21.8
 DH5236;SPC WI S     -   336,361.14  2,003,341.70   sFT  0.99996719   +0 05 21.8
 DH5236;UTM  16      - 4,756,238.769   265,777.671   MT  1.00027496   -1 57 19.2
 DH5236
 DH5236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5236!SPC WI S     -   0.99995441  x   0.99996719  =   0.99992160
 DH5236!UTM  16      -   0.99995441  x   1.00027496  =   1.00022936
 DH5236
 DH5236                          SUPERSEDED SURVEY CONTROL
 DH5236
 DH5236.No superseded survey control is available for this station.
 DH5236
 DH5236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN6577856239(NAD 83)
 DH5236_MARKER: DD = SURVEY DISK
 DH5236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5236_STAMPING: DALEYVILLE GPS 2004
 DH5236_MARK LOGO: WIDT  
 DH5236_PROJECTION: FLUSH
 DH5236_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5236+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5236
 DH5236  HISTORY     - Date     Condition        Report By
 DH5236  HISTORY     - 2003     MONUMENTED       WIDT
 DH5236
 DH5236                          STATION DESCRIPTION
 DH5236
 DH5236'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5236'OWNERSHIP--TOWNSHIP OF BRIGHAM.  TO REACH THE STATION FROM THE
 DH5236'JUNCTION OF STATE  HIGHWAY 39 WITH STATE HIGHWAY 191 AT THE
 DH5236'INTERSECTION OF WALDWICK STREET WITH MAIN  STREET IN THE VILLAGE OF
 DH5236'HOLLANDALE, GO EAST ON STATE HIGHWAY 39 (WALDWICK STREET) FOR  2.4 MI
 DH5236'TO COUNTY HIGHWAY F, TURN LEFT AND GO NORTH ON COUNTY HIGHWAY F FOR
 DH5236'3.4 MI TO  CLAYHILL ROAD ON THE RIGHT, TURN RIGHT AND GO EAST ON
 DH5236'CLAYHILL ROAD FOR 0.65 MI TO THE  STATION ON THE RIGHT.  THE STATION
 DH5236'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION  GEDETIC SURVEY
 DH5236'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DH5236'ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 6.0 M SOUTH OF THE
 DH5236'CENTERLINE OF  CLAYHILL ROAD, 43.2 M SOUTHWEST OF TELEPHONE POLE
 DH5236'--5-5-11 21/26--, 36.2 M SOUTHEAST OF  TELEPHONE POLE --5-5-11
 DH5236'19/26--, 1.1 M SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST, 1.1  M
 DH5236'SOUTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS POST AND 1.0 M NORTH OF AN
 DH5236'ORANGE 4X4  PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DH5236'VISIBLE OBSTRUCTIONS EXTENDING HIGHER  THAN 15 DEGREES ABOVE THE
 DH5236'HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AH8941 ***********************************************************************
 AH8941  DESIGNATION -  DALLAS
 AH8941  PID         -  AH8941
 AH8941  STATE/COUNTY-  WI/BARRON
 AH8941  USGS QUAD   -  RIDGELAND NE (1975)
 AH8941
 AH8941                         *CURRENT SURVEY CONTROL
 AH8941  ___________________________________________________________________
 AH8941* NAD 83(1997)-  45 13 49.46072(N)    091 50 50.89437(W)     ADJUSTED  
 AH8941* NAVD 88     -       338.7    (meters)    1111.     (feet)  GPS OBS   
 AH8941  ___________________________________________________________________
 AH8941  X           -    -145,064.081 (meters)                     COMP
 AH8941  Y           -  -4,497,326.574 (meters)                     COMP
 AH8941  Z           -   4,505,636.957 (meters)                     COMP
 AH8941  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AH8941  ELLIP HEIGHT-         308.31  (meters)          (06/17/02) GPS OBS
 AH8941  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 AH8941
 AH8941  HORZ ORDER  -  FIRST
 AH8941  ELLP ORDER  -  SECOND    CLASS I
 AH8941
 AH8941.The horizontal coordinates were established by GPS observations
 AH8941.and adjusted by the National Geodetic Survey in June 2002..
 AH8941
 AH8941.The orthometric height was determined by GPS observations and a
 AH8941.high-resolution geoid model.
 AH8941
 AH8941.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8941
 AH8941.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8941
 AH8941.The ellipsoidal height was determined by GPS observations
 AH8941.and is referenced to NAD 83.
 AH8941
 AH8941.The geoid height was determined by GEOID03.
 AH8941
 AH8941;                    North         East     Units Scale Factor Converg.
 AH8941;SPC WI C     -   156,893.996   454,936.128   MT  0.99995979   -1 18 12.7
 AH8941;SPC WI C     -   514,743.05  1,492,569.61   sFT  0.99995979   -1 18 12.7
 AH8941;UTM  15      - 5,009,192.130   590,472.105   MT  0.99970064   +0 49 05.8
 AH8941
 AH8941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8941!SPC WI C     -   0.99995166  x   0.99995979  =   0.99991146
 AH8941!UTM  15      -   0.99995166  x   0.99970064  =   0.99965232
 AH8941
 AH8941                          SUPERSEDED SURVEY CONTROL
 AH8941
 AH8941  NAD 83(1991)-  45 13 49.46024(N)    091 50 50.89324(W) AD(       ) 1
 AH8941  ELLIP H (05/04/99)  308.33   (m)                       GP(       ) 2 1
 AH8941
 AH8941.Superseded values are not recommended for survey control.
 AH8941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8941.See file dsdata.txt to determine how the superseded data were derived.
 AH8941
 AH8941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL9047209192(NAD 83)
 AH8941_MARKER: I = METAL ROD
 AH8941_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH8941+WITH SETTING: INFORMATION.
 AH8941_STAMPING: DALLAS 1998
 AH8941_MARK LOGO: WI-005
 AH8941_PROJECTION: FLUSH
 AH8941_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AH8941_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH8941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8941+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2005
 AH8941_ROD/PIPE-DEPTH:  2.1 meters
 AH8941_SLEEVE-DEPTH  :  0.9 meters
 AH8941
 AH8941  HISTORY     - Date     Condition        Report By
 AH8941  HISTORY     - 1998     MONUMENTED       WI-005
 AH8941  HISTORY     - 20051002 GOOD             USPSQD
 AH8941
 AH8941                          STATION DESCRIPTION
 AH8941
 AH8941'DESCRIBED BY BARRON COUNTY WISCONSIN 1998 (MFN)
 AH8941'STATION IS LOCATED 2.25 MI (3.62 KM) SW OF THE VILLAGE OF DALLAS, 2.8
 AH8941'MI (4.5 KM) NE OF THE VILLAGE OF RIDGELAND IN THE SW 1/4 OF THE SW 1/4
 AH8941'OF SEC 27, T32N, R12W, 4TH PRINCIPAL MERIDIAN, TOWN OF DALLAS, BARRON
 AH8941'CO.  TO REACH THE STATION FROM THE VILLAGE OF RIDGELAND FROM THE
 AH8941'INTERSECTION OF STH 25, CTH V EAST AND CTH AA WEST GO NORTH ON STH 25
 AH8941'1.8 MI (2.9 KM) TO CTH A EAST, TURN RIGHT ON CTH A AND GO EAST 1.65 MI
 AH8941'(2.66 KM) TO STATION ON THE LEFT.  LOCATED 578 FT (176.2 M) EAST OF
 AH8941'15TH ST, 49FT NORTH OF CENTERLINE OF CTH A, 1 FT (0.3 M) SOUTH OF
 AH8941'WITNESS POST.  DESCRIBED BY BARRON COUNTY (CDF)
 AH8941
 AH8941                          STATION RECOVERY (2005)
 AH8941
 AH8941'RECOVERY NOTE BY US POWER SQUADRON 2005 (DRB)
 AH8941'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.1 MILE WEST OF
 AH8941'THE PRIVATE ENTRANCE --1528-- AND 1.0 M NORTH, 1.0 M SOUTHEAST, AND
 AH8941'1.0 M SOUTHWEST OF THREE ORANGE 4X4 PLASTIC GUARD POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5569 ***********************************************************************
 DH5569  DESIGNATION -  DALTON GPS
 DH5569  PID         -  DH5569
 DH5569  STATE/COUNTY-  WI/COLUMBIA
 DH5569  USGS QUAD   -  PARDEEVILLE (1984)
 DH5569
 DH5569                         *CURRENT SURVEY CONTROL
 DH5569  ___________________________________________________________________
 DH5569* NAD 83(1997)-  43 37 15.13209(N)    089 15 41.23864(W)     ADJUSTED  
 DH5569* NAVD 88     -                                                        
 DH5569  ___________________________________________________________________
 DH5569  X           -      59,612.300 (meters)                     COMP
 DH5569  Y           -  -4,624,423.487 (meters)                     COMP
 DH5569  Z           -   4,377,854.774 (meters)                     COMP
 DH5569  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 DH5569  ELLIP HEIGHT-         234.30  (meters)          (08/01/05) GPS OBS
 DH5569  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 DH5569
 DH5569  HORZ ORDER  -  FIRST
 DH5569  ELLP ORDER  -  SECOND    CLASS I
 DH5569
 DH5569.The horizontal coordinates were established by GPS observations
 DH5569.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5569
 DH5569
 DH5569.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5569
 DH5569.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5569
 DH5569.The ellipsoidal height was determined by GPS observations
 DH5569.and is referenced to NAD 83.
 DH5569
 DH5569.The geoid height was determined by GEOID03.
 DH5569
 DH5569;                    North         East     Units Scale Factor Converg.
 DH5569;SPC WI S     -   180,328.165   659,607.401   MT  0.99993988   +0 30 26.8
 DH5569;SPC WI S     -   591,626.65  2,164,061.95   sFT  0.99993988   +0 30 26.8
 DH5569;UTM  16      - 4,832,249.973   317,536.938   MT  1.00000952   -1 33 38.0
 DH5569
 DH5569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5569!SPC WI S     -   0.99996326  x   0.99993988  =   0.99990314
 DH5569!UTM  16      -   0.99996326  x   1.00000952  =   0.99997278
 DH5569
 DH5569                          SUPERSEDED SURVEY CONTROL
 DH5569
 DH5569.No superseded survey control is available for this station.
 DH5569
 DH5569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP1753732250(NAD 83)
 DH5569_MARKER: DD = SURVEY DISK
 DH5569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5569_STAMPING: DALTON GPS 1994
 DH5569_MARK LOGO: WIDT  
 DH5569_PROJECTION: FLUSH
 DH5569_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5569+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2003
 DH5569
 DH5569  HISTORY     - Date     Condition        Report By
 DH5569  HISTORY     - 1994     MONUMENTED       WI-021
 DH5569  HISTORY     - 20030812 GOOD             WIDT
 DH5569
 DH5569                          STATION DESCRIPTION
 DH5569
 DH5569'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5569'OWNERSHIP--COLUMBIA COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5569'STATE HIGHWAY  22 WITH COUNTY HIGHWAY EE ABOUT 5 MI NORTH OF THE
 DH5569'VILLAGE OF PARDEEVILLE, GO EAST ON  COUNTY HIGHWAY EE FOR 1.7 MI TO
 DH5569'COUNTY HIGHWAY E, TURN LEFT AND CONTINUE NORTH ON  COUNTY HIGHWAY EE
 DH5569'FOR 0.5 MI TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DH5569'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODEDIC CONTROL MARKER DISK
 DH5569'SET IN THE TOP  OF A 45-CM DIAMETER CONCRETE POST ABOUT 0.5 M BELOW
 DH5569'THE HIGHWAY PAVEMENT.  THE STATION  IS 6.6 M WEST OF THE CENTERLINE OF
 DH5569'COUNTY HIGHWAY EE, 42.2 M SOUTH OF THE CENTERLINE  OF KIEFER ROAD,
 DH5569'32.4 M NORTH OF THE TOP CENTER OF A 45-CM DIAMETER CORRUGATED METAL
 DH5569'CULVERT PIPE, 3 M EAST OF A CULTIVATED FIELD AND 1.0 M EAST, NORTHWEST
 DH5569'OF TWO ORANGE 4X4  PLASTIC WITNESS POSTS. ---NOTE---THIS STATION HAS
 DH5569'NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH5569'HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0688 ***********************************************************************
 QM0688  DESIGNATION -  DAM
 QM0688  PID         -  QM0688
 QM0688  STATE/COUNTY-  WI/ONEIDA
 QM0688  USGS QUAD   -  DAM LAKE (1981)
 QM0688
 QM0688                         *CURRENT SURVEY CONTROL
 QM0688  ___________________________________________________________________
 QM0688* NAD 83(1991)-  45 52 04.22258(N)    089 22 30.96170(W)     ADJUSTED  
 QM0688* NAVD 88     -       503.     (meters)    1650.     (feet)  SCALED    
 QM0688  ___________________________________________________________________
 QM0688  LAPLACE CORR-          -3.94  (seconds)                    DEFLEC99
 QM0688  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 QM0688
 QM0688  HORZ ORDER  -  SECOND
 QM0688
 QM0688.The horizontal coordinates were established by classical geodetic methods
 QM0688.and adjusted by the National Geodetic Survey in November 1991..
 QM0688
 QM0688.The orthometric height was scaled from a topographic map.
 QM0688
 QM0688.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0688
 QM0688.The geoid height was determined by GEOID03.
 QM0688
 QM0688;                    North         East     Units Scale Factor Converg.
 QM0688;SPC WI N     -    78,121.656   648,506.467   MT  0.99995898   +0 27 02.4
 QM0688;SPC WI N     -   256,304.13  2,127,641.63   sFT  0.99995898   +0 27 02.4
 QM0688;UTM  16      - 5,082,107.269   315,641.701   MT  1.00001786   -1 42 19.1
 QM0688
 QM0688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0688!SPC WI N     -   0.99992613  x   0.99995898  =   0.99988512
 QM0688!UTM  16      -   0.99992613  x   1.00001786  =   0.99994399
 QM0688
 QM0688|---------------------------------------------------------------------|
 QM0688| PID    Reference Object                     Distance      Geod. Az  |
 QM0688|                                                           dddmmss.s |
 QM0688| CJ4480 DAM RM 1                             19.979 METERS 10358     |
 QM0688| CJ4479 DAM AZ MK                                          1245714.3 |
 QM0688| CJ4481 DAM RM 2                             16.691 METERS 19627     |
 QM0688|---------------------------------------------------------------------|
 QM0688
 QM0688                          SUPERSEDED SURVEY CONTROL
 QM0688
 QM0688  NAD 83(1986)-  45 52 04.21858(N)    089 22 30.95697(W) AD(       ) 2
 QM0688  NAD 27      -  45 52 04.38100(N)    089 22 30.44600(W) AD(       ) 2
 QM0688
 QM0688.Superseded values are not recommended for survey control.
 QM0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0688.See file dsdata.txt to determine how the superseded data were derived.
 QM0688
 QM0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR1564282107(NAD 83)
 QM0688_MARKER: DS = TRIANGULATION STATION DISK
 QM0688_SETTING: 0 = UNSPECIFIED SETTING
 QM0688
 QM0688  HISTORY     - Date     Condition        Report By
 QM0688  HISTORY     - 1952     MONUMENTED       CGS
 QM0688
 QM0688                          STATION DESCRIPTION
 QM0688
 QM0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QM0688'THE STATION IS LOCATED ABOUT 14 MILES NORTH OF RHINELANDER,
 QM0688'11 MILES EASTNORTHEAST OF THE TOWN OF LAKE TOMAHAWK, 7 MILES
 QM0688'SOUTHWEST OF THE TOWN OF EAGLE RIVER, 3 MILES SOUTH OF STATE
 QM0688'HIGHWAY 70 AND 1 MILE NORTH OF COUNTY ROAD H.
 QM0688'
 QM0688'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 8 AND
 QM0688'STATE HIGHWAY 17 IN RHINELANDER, GO NORTHEAST ON STATE HIGHWAY
 QM0688'17 FOR 2.7 MILES TO A Y, TAKE THE LEFT FORK, LEAVING STATE
 QM0688'HIGHWAY 17 AND FOLLOW THE PAVED ROAD NORTH FOR 10.4 MILES TO
 QM0688'THE JUNCTION WITH COUNTY ROAD D, CONTINUE STRAIGHT AHEAD,
 QM0688'NORTH ON COUNTY ROAD D FOR 3.4 MILES TO THE JUNCTION WITH
 QM0688'COUNTY ROAD H, TURN RIGHT ON COUNTY ROAD H FOR 0.1 MILE TO A
 QM0688'SIDE ROAD LEFT, TURN LEFT AND FOLLOW THE GRADED ROAD
 QM0688'NORTHWESTERLY FOR 0.8 MILE TO THE AZIMUTH MARK ON THE RIGHT AT
 QM0688'THE SUMMIT OF A KNOLL, WHERE THE ROAD STARTS A CURVE TO
 QM0688'THE LEFT, CONTINUE NORTHWESTERLY ON THE GRADED ROAD FOR 0.3
 QM0688'MILE TO A HILL ON THE RIGHT AND THE END OF TRUCK
 QM0688'TRAVEL.  PACK NORTHEASTERLY FOR ABOUT 100 YARDS TO THE TOP
 QM0688'OF THE HILL AND THE STATION.
 QM0688'
 QM0688'THE STATION MARK, STAMPED DAM 1952, IS A STANDARD DISK SET
 QM0688'IN THE TOP OF AN IRON PIPE FILLED WITH CONCRETE THAT PROJECTS
 QM0688'4 INCHES.  IT IS ABOUT 300 FEET NORTHEAST OF THE CENTER OF
 QM0688'THE GRADED ROAD, 70 FEET HIGHER THAN THE ROAD, 5 FEET NORTHWEST
 QM0688'OF A WITNESS POST AND ON THE SOUTHERN EDGE OF THE KNOLL.
 QM0688'
 QM0688'REFERENCE MARK 1, STAMPED DAM NO 1 1952, IS A STANDARD DISK
 QM0688'SET IN THE TOP OF AN IRON PIPE FILLED WITH CONCRETE.  THE
 QM0688'MARK PROJECTS 6 INCHES AND IT IS 5 FEET LOWER THAN THE STATION.
 QM0688'
 QM0688'REFERENCE MARK 2, STAMPED DAM NO 2 1952, IS A STANDARD DISK
 QM0688'SET IN THE TOP OF AN IRON PIPE FILLED WITH CONCRETE.  THE
 QM0688'MARK PROJECTS 4 INCHES AND IS 6 FEET LOWER THAN THE STATION.
 QM0688'
 QM0688'THE AZIMUTH MARK, STAMPED DAM 1952, IS A STANDARD DISK SET
 QM0688'IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT
 QM0688'IS 18 FEET NORTHEAST OF THE CENTER OF THE GRADED ROAD AND
 QM0688'3 FEET WEST OF A WITNESS POST.
 QM0688'
 QM0688'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0010 ***********************************************************************
 QN0010  DESIGNATION -  DAN
 QN0010  PID         -  QN0010
 QN0010  STATE/COUNTY-  WI/PRICE
 QN0010  USGS QUAD   -  PRENTICE (1984)
 QN0010
 QN0010                         *CURRENT SURVEY CONTROL
 QN0010  ___________________________________________________________________
 QN0010* NAD 83(1991)-  45 32 15.42997(N)    090 16 51.83540(W)     ADJUSTED  
 QN0010* NAVD 88     -       477.083  (meters)    1565.23   (feet)  ADJUSTED  
 QN0010  ___________________________________________________________________
 QN0010  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 QN0010  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 QN0010  DYNAMIC HT  -         477.058 (meters)    1565.15  (feet)  COMP
 QN0010  MODELED GRAV-     980,549.0   (mgal)                       NAVD 88
 QN0010
 QN0010  HORZ ORDER  -  FIRST
 QN0010  VERT ORDER  -  FIRST     CLASS II
 QN0010
 QN0010.The horizontal coordinates were established by classical geodetic methods
 QN0010.and adjusted by the National Geodetic Survey in November 1991..
 QN0010
 QN0010.The orthometric height was determined by differential leveling
 QN0010.and adjusted by the National Geodetic Survey in June 1991..
 QN0010
 QN0010.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0010
 QN0010.The geoid height was determined by GEOID03.
 QN0010
 QN0010.The dynamic height is computed by dividing the NAVD 88
 QN0010.geopotential number by the normal gravity value computed on the
 QN0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0010.degrees latitude (g = 980.6199 gals.).
 QN0010
 QN0010.The modeled gravity was interpolated from observed gravity values.
 QN0010
 QN0010;                    North         East     Units Scale Factor Converg.
 QN0010;SPC WI N     -    41,267.997   578,047.035   MT  1.00000540   -0 12 09.9
 QN0010;SPC WI N     -   135,393.42  1,896,475.98   sFT  1.00000540   -0 12 09.9
 QN0010;UTM  15      - 5,046,272.073   712,278.763   MT  1.00015406   +1 56 28.5
 QN0010
 QN0010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0010!SPC WI N     -   0.99993000  x   1.00000540  =   0.99993540
 QN0010!UTM  15      -   0.99993000  x   1.00015406  =   1.00008405
 QN0010
 QN0010|---------------------------------------------------------------------|
 QN0010| PID    Reference Object                     Distance      Geod. Az  |
 QN0010|                                                           dddmmss.s |
 QN0010| CJ4484 DAN RM                               18.640 METERS 28658     |
 QN0010| QN0457 PRENTICE RR WATER TANK              463.242 METERS 2880037.3 |
 QN0010|---------------------------------------------------------------------|
 QN0010
 QN0010                          SUPERSEDED SURVEY CONTROL
 QN0010
 QN0010  NAD 83(1986)-  45 32 15.42562(N)    090 16 51.83007(W) AD(       ) 1
 QN0010  NAD 27      -  45 32 15.54900(N)    090 16 51.29100(W) AD(       ) 1
 QN0010  NGVD 29 (??/??/92)  477.071  (m)         1565.19   (f) ADJ UNCH    1 2
 QN0010
 QN0010.Superseded values are not recommended for survey control.
 QN0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0010.See file dsdata.txt to determine how the superseded data were derived.
 QN0010
 QN0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL1227946272(NAD 83)
 QN0010_MARKER: DS = TRIANGULATION STATION DISK
 QN0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0010_STAMPING: ELEV 1565.190 FT DAN 1921
 QN0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0010+STABILITY: SURFACE MOTION
 QN0010_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QN0010+SATELLITE: SATELLITE OBSERVATIONS - December 06, 1999
 QN0010
 QN0010  HISTORY     - Date     Condition        Report By
 QN0010  HISTORY     - 1921     MONUMENTED       CGS
 QN0010  HISTORY     - 1921     GOOD             CGS
 QN0010  HISTORY     - 1934     GOOD             NGS
 QN0010  HISTORY     - 1952     GOOD             CGS
 QN0010  HISTORY     - 1985     MARK NOT FOUND   NGS
 QN0010  HISTORY     - 19991206 GOOD             LOCENG
 QN0010  HISTORY     - 20041011 MARK NOT FOUND   WIDT
 QN0010
 QN0010                          STATION DESCRIPTION
 QN0010
 QN0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0010'STATION IS ABOUT 1/4 MILE E OF PRENTICE SOO LINE DEPOT, ON
 QN0010'THE S SIDE OF THE TRACK, 175 METERS E OF SECTION TOOLHOUSE,
 QN0010'100 METERS W OF MILEPOST 171.  IT IS ON THE N EDGE OF S BANK
 QN0010'OF CUT, 11.04 METERS (36.23 FEET) S OF THE TRACK.  REFERENCE
 QN0010'MARK IS ON THE SAME SIDE OF TRACK.
 QN0010'
 QN0010'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 QN0010'DISKS SET IN CONCRETE.
 QN0010
 QN0010                          STATION RECOVERY (1921)
 QN0010
 QN0010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921
 QN0010'0.3 MI E FROM PRENTICE.
 QN0010'0.3 MILE EAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QN0010'MARIE RAILROAD FROM THE STATION AT PRENTICE, PRICE COUNTY,
 QN0010'BETWEEN THE NINTH AND TENTH POLES EAST OF THE WATER TANK, 325
 QN0010'FEET WEST OF MILEPOST 171, ON THE EDGE OF THE BANK OF A CUT,
 QN0010'AND 36.2 FEET SOUTH OF THE TRACK.  A STANDARD TRIANGULATION-STATION
 QN0010'DISK, STAMPED ELEV. 1565.190 FT. DAN 1921 AND SET IN THE TOP
 QN0010'OF A CONCRETE POST.
 QN0010
 QN0010                          STATION RECOVERY (1934)
 QN0010
 QN0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QN0010'RECOVERED IN GOOD CONDITION.
 QN0010
 QN0010                          STATION RECOVERY (1952)
 QN0010
 QN0010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QN0010'STATION MARK RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 QN0010'IT IS 36.1 FEET S OF S RAIL, 85.0 FEET W OF THE FIRST TELEPHONE
 QN0010'LINE POLE W OF MILEPOST 171, AND 78.4 FEET E OF THE SECOND
 QN0010'TELEPHONE LINE POLE W OF MILEPOST 171.
 QN0010'
 QN0010'THE REFERENCE MARK WAS RECOVERED AND FOUND TO BE IN GOOD
 QN0010'CONDITION.
 QN0010
 QN0010                          STATION RECOVERY (1985)
 QN0010
 QN0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QN0010'MARK NOT FOUND.
 QN0010
 QN0010                          STATION RECOVERY (1999)
 QN0010
 QN0010'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1999 (ARJ)
 QN0010'RECOVERED AS DESCRIBED.  CONCRETE IS STARTING TO CRUMBLE BUT MARK IS
 QN0010'STILL STABLE.
 QN0010
 QN0010                          STATION RECOVERY (2004)
 QN0010
 QN0010'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RN1607 ***********************************************************************
 RN1607  DESIGNATION -  DAN
 RN1607  PID         -  RN1607
 RN1607  STATE/COUNTY-  WI/BURNETT
 RN1607  USGS QUAD   -  DANBURY EAST (1983)
 RN1607
 RN1607                         *CURRENT SURVEY CONTROL
 RN1607  ___________________________________________________________________
 RN1607* NAD 83(1991)-  46 01 38.36021(N)    092 19 50.58240(W)     ADJUSTED  
 RN1607* NAVD 88     -       298.     (meters)     978.     (feet)  SCALED    
 RN1607  ___________________________________________________________________
 RN1607  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 RN1607  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 RN1607
 RN1607  HORZ ORDER  -  THIRD
 RN1607
 RN1607.The horizontal coordinates were established by classical geodetic methods
 RN1607.and adjusted by the National Geodetic Survey in March 1999..
 RN1607
 RN1607.The orthometric height was scaled from a topographic map.
 RN1607
 RN1607.The Laplace correction was computed from DEFLEC99 derived deflections.
 RN1607
 RN1607.The geoid height was determined by GEOID03.
 RN1607
 RN1607;                    North         East     Units Scale Factor Converg.
 RN1607;SPC WI N     -    98,303.967   419,579.051   MT  0.99994834   -1 40 52.7
 RN1607;SPC WI N     -   322,518.93  1,376,568.94   sFT  0.99994834   -1 40 52.7
 RN1607;SPC MN C     -   215,982.933   948,576.774   MT  0.99993636   +1 23 18.2
 RN1607;UTM  15      - 5,097,300.922   551,798.551   MT  0.99963298   +0 28 54.0
 RN1607
 RN1607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN1607!SPC WI N     -   0.99995742  x   0.99994834  =   0.99990576
 RN1607!SPC MN C     -   0.99995742  x   0.99993636  =   0.99989378
 RN1607!UTM  15      -   0.99995742  x   0.99963298  =   0.99959041
 RN1607
 RN1607:                Primary Azimuth Mark                     Grid Az
 RN1607:SPC WI N     -  DAN AZ MK                                091 58 26.6
 RN1607:SPC MN C     -  DAN AZ MK                                088 54 15.7
 RN1607:UTM  15      -  DAN AZ MK                                089 48 39.9
 RN1607
 RN1607|---------------------------------------------------------------------|
 RN1607| PID    Reference Object                     Distance      Geod. Az  |
 RN1607|                                                           dddmmss.s |
 RN1607| CJ7875 DAN AZ MK                                          0901733.9 |
 RN1607| CJ7876 DAN RM 1                             29.315 METERS 09233     |
 RN1607| CJ7877 DAN RM 2                             34.591 METERS 25703     |
 RN1607|---------------------------------------------------------------------|
 RN1607
 RN1607                          SUPERSEDED SURVEY CONTROL
 RN1607
 RN1607  NAD 83(1991)-  46 01 38.35515(N)    092 19 50.57842(W) AD(       ) 3
 RN1607  NAD 83(1986)-  46 01 38.34812(N)    092 19 50.57606(W) AD(       ) 3
 RN1607  NAD 27      -  46 01 38.55300(N)    092 19 49.88400(W) AD(       ) 3
 RN1607
 RN1607.Superseded values are not recommended for survey control.
 RN1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1607.See file dsdata.txt to determine how the superseded data were derived.
 RN1607
 RN1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL5179997301(NAD 83)
 RN1607_MARKER: DD = SURVEY DISK
 RN1607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN1607_STAMPING: DAN 1953
 RN1607_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 RN1607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN1607+STABILITY: SURFACE MOTION
 RN1607_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN1607+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1993
 RN1607
 RN1607  HISTORY     - Date     Condition        Report By
 RN1607  HISTORY     - 1953     MONUMENTED       CGS
 RN1607  HISTORY     - 1985     GOOD             WIDT
 RN1607  HISTORY     - 19930615 GOOD             WI-013
 RN1607
 RN1607                          STATION DESCRIPTION
 RN1607
 RN1607'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 RN1607'THE STATION IS LOCATED ABOUT 2-1/4 MILES NORTHEAST OF DANBURY
 RN1607'AND 0.1 MILE EAST OF THE JUNCTION OF STATE HIGHWAYS 35 AND 77.
 RN1607'IT IS 58.5 FEET NORTH OF THE CENTERLINE OF HIGHWAY 77 AND
 RN1607'4 FEET SOUTHWEST OF A WITNESS POST.  THE MARK PROJECTS ABOUT
 RN1607'8 INCHES AND THE DISK IS STAMPED DAN 1953.
 RN1607'
 RN1607'REFERENCE MARK NO. 1 IS 49 FEET NORTH OF THE CENTERLINE OF HIGHWAY
 RN1607'77 AND 37 FEET NORTHWEST OF A HIGHWAY STOP SIGN.  THE MARK
 RN1607'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED DAN NO 1 1953.
 RN1607'
 RN1607'REFERENCE MARK NO. 2 IS 38.5 FEET NORTH OF THE CENTERLINE OF
 RN1607'HIGHWAY 77.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 RN1607'IS STAMPED DAN NO 2 1953.
 RN1607'
 RN1607'AZIMUTH MARK IS 52 FEET SOUTH OF THE CENTERLINE OF HIGHWAY
 RN1607'77, 45 FEET WEST OF A BRACED TELEPHONE POLE AND 1 FOOT WEST OF A
 RN1607'WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 RN1607'IS STAMPED DAN 1953.
 RN1607'
 RN1607'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 35 AND 77 AT
 RN1607'THE EAST EDGE OF DANBURY, GO NORTH ON HIGHWAYS 35 AND 77,
 RN1607'2.15 MILES TO THEIR JUNCTION, TURN RIGHT ON HIGHWAY 77 FOR
 RN1607'0.1 MILE TO THE STATION ON THE LEFT.
 RN1607'
 RN1607'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST 0.35
 RN1607'MILE TO THE MARK ON THE RIGHT OR SOUTH SIDE OF THE HIGHWAY.
 RN1607'
 RN1607'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 RN1607
 RN1607                          STATION RECOVERY (1985)
 RN1607
 RN1607'RECOVERY NOTE BY WI DEPT OF TRANSP 1985 (LTK)
 RN1607'DAN 1953 - GOOD CONDITION.
 RN1607'
 RN1607'RM 1 - GOOD CONDITION.
 RN1607'
 RN1607'RM 2 - GOOD CONDITION.
 RN1607'
 RN1607'AZ MK - GOOD CONDITION.
 RN1607
 RN1607                          STATION RECOVERY (1993)
 RN1607
 RN1607'RECOVERY NOTE BY BURNETT COUNTY WISCONSIN 1993
 RN1607'RECOVERED AS DESCRIBED.  STATION AND RM 1 FOUND IN GOOD CONDITION.  RM
 RN1607'2 AND AZIMUTH MARK NOT FOUND.  STATION PROJECTS 8 CM ABOVE THE GROUND
 RN1607'SURFACE.  FIBERGLASS WITNESS SIGNS SET ALONG THE SIDE OF THE STATION
 RN1607'AND RM 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0126 ***********************************************************************
 QM0126  DESIGNATION -  DANBURY
 QM0126  PID         -  QM0126
 QM0126  STATE/COUNTY-  WI/FOREST
 QM0126  USGS QUAD   -  ARGONNE (1965)
 QM0126
 QM0126                         *CURRENT SURVEY CONTROL
 QM0126  ___________________________________________________________________
 QM0126* NAD 83(1991)-  45 39 30.20201(N)    088 59 29.12974(W)     ADJUSTED  
 QM0126* NAVD 88     -       498.795  (meters)    1636.46   (feet)  ADJUSTED  
 QM0126  ___________________________________________________________________
 QM0126  LAPLACE CORR-          -4.94  (seconds)                    DEFLEC99
 QM0126  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 QM0126  DYNAMIC HT  -         498.766 (meters)    1636.37  (feet)  COMP
 QM0126  MODELED GRAV-     980,541.3   (mgal)                       NAVD 88
 QM0126
 QM0126  HORZ ORDER  -  FIRST
 QM0126  VERT ORDER  -  FIRST     CLASS II
 QM0126
 QM0126.The horizontal coordinates were established by classical geodetic methods
 QM0126.and adjusted by the National Geodetic Survey in November 1991..
 QM0126
 QM0126.The orthometric height was determined by differential leveling
 QM0126.and adjusted by the National Geodetic Survey in June 1991..
 QM0126
 QM0126.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0126
 QM0126.The geoid height was determined by GEOID03.
 QM0126
 QM0126.The dynamic height is computed by dividing the NAVD 88
 QM0126.geopotential number by the normal gravity value computed on the
 QM0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0126.degrees latitude (g = 980.6199 gals.).
 QM0126
 QM0126.The modeled gravity was interpolated from observed gravity values.
 QM0126
 QM0126;                    North         East     Units Scale Factor Converg.
 QM0126;SPC WI N     -    55,150.951   678,603.630   MT  0.99998461   +0 43 39.2
 QM0126;SPC WI N     -   180,941.08  2,226,385.41   sFT  0.99998461   +0 43 39.2
 QM0126;UTM  16      - 5,058,022.026   344,853.840   MT  0.99989593   -1 25 28.3
 QM0126
 QM0126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0126!SPC WI N     -   0.99992695  x   0.99998461  =   0.99991156
 QM0126!UTM  16      -   0.99992695  x   0.99989593  =   0.99982289
 QM0126
 QM0126:                Primary Azimuth Mark                     Grid Az
 QM0126:SPC WI N     -  WEBSTER                                  103 00 15.7
 QM0126:UTM  16      -  WEBSTER                                  105 09 23.2
 QM0126
 QM0126|---------------------------------------------------------------------|
 QM0126| PID    Reference Object                     Distance      Geod. Az  |
 QM0126|                                                           dddmmss.s |
 QM0126| QM0127 WEBSTER                             APPROX. 2.4 KM 1034354.9 |
 QM0126|---------------------------------------------------------------------|
 QM0126
 QM0126                          SUPERSEDED SURVEY CONTROL
 QM0126
 QM0126  NAD 83(1986)-  45 39 30.20444(N)    088 59 29.12843(W) AD(       ) 1
 QM0126  NAD 27      -  45 39 30.34100(N)    088 59 28.71000(W) AD(       ) 1
 QM0126  NGVD 29 (??/??/92)  498.778  (m)         1636.41   (f) ADJ UNCH    1 2
 QM0126
 QM0126.Superseded values are not recommended for survey control.
 QM0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0126.See file dsdata.txt to determine how the superseded data were derived.
 QM0126
 QM0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR4485458022(NAD 83)
 QM0126_MARKER: DS = TRIANGULATION STATION DISK
 QM0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0126_STAMPING: DANBURY 1921
 QM0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0126+STABILITY: SURFACE MOTION
 QM0126_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0126+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 QM0126
 QM0126  HISTORY     - Date     Condition        Report By
 QM0126  HISTORY     - 1921     MONUMENTED       CGS
 QM0126  HISTORY     - 1931     GOOD             LOCENG
 QM0126  HISTORY     - 1934     MARK NOT FOUND   NGS
 QM0126  HISTORY     - 1935     GOOD             WIGS
 QM0126  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0126  HISTORY     - 20051115 GOOD             WIDT
 QM0126
 QM0126                          STATION DESCRIPTION
 QM0126
 QM0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0126'STATION IS ABOUT 5-7/8 MILES W OF ARGONNE, AT THE INTERSECTION
 QM0126'OF THE EXTENSIONS OF THE S RAIL OF THE TANGENT FROM THE E
 QM0126'AND THE N RAIL OF TANGENT FROM THE W, AT THE SECOND CURVE E
 QM0126'OF ATKINS FLAGSTOP, AND 21.64 METERS (71.01 FEET) S OF THE S
 QM0126'RAIL OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY.
 QM0126'
 QM0126'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 QM0126'DISKS SET IN CONCRETE.
 QM0126
 QM0126                          STATION RECOVERY (1931)
 QM0126
 QM0126'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1931
 QM0126'RECOVERED BY ENG M ST P STE M RY CO
 QM0126'
 QM0126'STATION FOUND IN GOOD CONDITION.  STATION IS ABOUT 5-5/8 MILES
 QM0126'W OF ARGONNE INSTEAD OF 5-7/8 MILES.
 QM0126
 QM0126                          STATION RECOVERY (1934)
 QM0126
 QM0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QM0126'5.6 MI W FROM ARGONNE.
 QM0126'5.6 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QM0126'MARIE RAILROAD FROM ARGONNE, FOREST COUNTY, AT THE SECOND CURVE
 QM0126'EAST OF ATKINS, AT THE INTERSECTION OF THE LINES DEFINED BY THE
 QM0126'SOUTH RAIL OF THE EAST TANGENT AND THE NORTH RAIL OF THE WEST
 QM0126'TANGENT, AND 71.0 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD
 QM0126'TRIANGULATION-STATION DISK, STAMPED DANBURY 1921 AND SET IN THE
 QM0126'TOP OF A CONCRETE POST.
 QM0126
 QM0126                          STATION RECOVERY (1935)
 QM0126
 QM0126'RECOVERY NOTE BY WISCONSIN GEODETIC SURVEY 1935
 QM0126'DESCRIPTION ADEQUATE.  MARK FOUND AS DESCRIBED IN GOOD CONDITION.
 QM0126
 QM0126                          STATION RECOVERY (1985)
 QM0126
 QM0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0126'MARK NOT FOUND.
 QM0126
 QM0126                          STATION RECOVERY (2005)
 QM0126
 QM0126'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0126'RECOVERED IN GOOD CONDITION.  ADD TO REACH THE STATION FROM THE
 QM0126'JUNCTION OF BALD EAGLE LANE AND EAST PINE LAKE ROAD GO WEST ON EAST
 QM0126'PINE LAKE ROAD FOR 0.25 MILES TO A DIRT TRAIL LEADING SOUTH, THEN PACK
 QM0126'BY FOOT SOUTH 70.0 M ALONG THE TRAIL TO THE CENTERLINE OF THE CANADIAN
 QM0126'NATIONAL RAILWAY.
 QM0126'THEN GO WEST 0.1 MILES ALONG THE CENTERLINE OF THE TRACK TO THE
 QM0126'STATION ON THE LEFT.  THE STATION IS 22.0 M SOUTH OF THE TRACK AND IS
 QM0126'1.0 M NORTH OF AN ORANGE FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO1444 ***********************************************************************
 QO1444  DESIGNATION -  DANBURY
 QO1444  PID         -  QO1444
 QO1444  STATE/COUNTY-  WI/BURNETT
 QO1444  USGS QUAD   -  WEBSTER (1982)
 QO1444
 QO1444                         *CURRENT SURVEY CONTROL
 QO1444  ___________________________________________________________________
 QO1444* NAD 83(1991)-  45 57 50.27509(N)    092 19 05.15673(W)     ADJUSTED  
 QO1444* NAVD 88     -       332.     (meters)    1089.     (feet)  SCALED    
 QO1444  ___________________________________________________________________
 QO1444  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 QO1444  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 QO1444
 QO1444  HORZ ORDER  -  FIRST
 QO1444
 QO1444.The horizontal coordinates were established by classical geodetic methods
 QO1444.and adjusted by the National Geodetic Survey in March 1999..
 QO1444
 QO1444.The orthometric height was scaled from a topographic map.
 QO1444
 QO1444.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO1444
 QO1444.The geoid height was determined by GEOID03.
 QO1444
 QO1444;                    North         East     Units Scale Factor Converg.
 QO1444;SPC WI N     -    91,236.527   420,350.060   MT  0.99995164   -1 40 20.0
 QO1444;SPC WI N     -   299,331.84  1,379,098.49   sFT  0.99995164   -1 40 20.0
 QO1444;SPC MN C     -   208,966.995   949,725.133   MT  0.99994287   +1 23 51.1
 QO1444;UTM  15      - 5,090,269.837   552,835.391   MT  0.99963432   +0 29 24.8
 QO1444
 QO1444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1444!SPC WI N     -   0.99995210  x   0.99995164  =   0.99990375
 QO1444!SPC MN C     -   0.99995210  x   0.99994287  =   0.99989498
 QO1444!UTM  15      -   0.99995210  x   0.99963432  =   0.99958644
 QO1444
 QO1444:                Primary Azimuth Mark                     Grid Az
 QO1444:SPC WI N     -  DANBURY AZ MK                            188 16 19.4
 QO1444:SPC MN C     -  DANBURY AZ MK                            185 12 08.3
 QO1444:UTM  15      -  DANBURY AZ MK                            186 06 34.6
 QO1444
 QO1444|---------------------------------------------------------------------|
 QO1444| PID    Reference Object                     Distance      Geod. Az  |
 QO1444|                                                           dddmmss.s |
 QO1444| AB8409 DANBURY AZ MK                       APPROX. 1.2 KM 1863559.4 |
 QO1444| CJ4006 DANBURY RM 1                         30.000 METERS 20422     |
 QO1444| QO1445 DANBURY LOOKOUT                      35.300 METERS 33904     |
 QO1444| CJ4007 DANBURY RM 2                         26.279 METERS 34104     |
 QO1444|---------------------------------------------------------------------|
 QO1444
 QO1444                          SUPERSEDED SURVEY CONTROL
 QO1444
 QO1444  NAD 83(1991)-  45 57 50.27142(N)    092 19 05.15297(W) AD(       ) 1
 QO1444  NAD 83(1986)-  45 57 50.26317(N)    092 19 05.14945(W) AD(       ) 1
 QO1444  NAD 27      -  45 57 50.45700(N)    092 19 04.45800(W) AD(       ) 1
 QO1444
 QO1444.Superseded values are not recommended for survey control.
 QO1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1444.See file dsdata.txt to determine how the superseded data were derived.
 QO1444
 QO1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL5283590270(NAD 83)
 QO1444_MARKER: DS = TRIANGULATION STATION DISK
 QO1444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO1444_STAMPING: DANBURY 1934
 QO1444_MARK LOGO: CGS   
 QO1444_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 QO1444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1444+STABILITY: SURFACE MOTION
 QO1444_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1444+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1993
 QO1444
 QO1444  HISTORY     - Date     Condition        Report By
 QO1444  HISTORY     - 1934     MONUMENTED       CGS
 QO1444  HISTORY     - 1953     GOOD             CGS
 QO1444  HISTORY     - 19930510 GOOD             WI-013
 QO1444
 QO1444                          STATION DESCRIPTION
 QO1444
 QO1444'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QO1444'STATION IS ABOUT 6 MILES NORTH-NORTHEAST OF WEBSTER, ABOUT
 QO1444'4 MILES SOUTHEAST OF DANBURY, IN SOUTHWEST QUARTER OF SEC. 11,
 QO1444'T. 40 N., R. 16 W., ON LAND LEASED BY THE STATE FOR FIRE TOWER
 QO1444'SITE (SURROUNDING LAND OWNED BY MELVIN ALLICKSON), ON SMALL KNOLL,
 QO1444'115.8 FEET SOUTH-SOUTHEAST OF CENTER OF DANBURY LOOKOUT, 105
 QO1444'FEET SOUTH-SOUTHEAST OF SOUTHEAST LEG OF LOOKOUT, 13 FEET
 QO1444'SOUTHWEST OF A TRIANGULAR-BLAZED 6-INCH OAK, 25 FEET EAST OF
 QO1444'TRAIL THAT LEADS TO THE LOOKOUT, 84 FEET EAST-SOUTHEAST OF
 QO1444'SOUTHEAST CORNER OF THE LOOKOUT KEEPERS HOUSE, AT SOUTH EDGE
 QO1444'OF CLEARING, ABOUT 0.5 MILE SOUTH OF THE SOUTHEAST CORNER OF
 QO1444'LOVE LAKE, AND PROJECTS 5 INCHES.
 QO1444'
 QO1444'TO REACH FROM WEBSTER, GO NORTH ON WISCONSIN ROUTE 35, 4.1 MILES
 QO1444'TO JUNCTION WITH COUNTY ROAD U, THENCE EAST AND NORTH ON
 QO1444'COUNTY ROAD U FOR 3.0 MILES TO A T-ROAD LEADING NORTH, THENCE
 QO1444'NORTH ON T-ROAD 0.5 MILE TO WHERE IT TURNS WEST, THENCE NORTH
 QO1444'THROUGH GATE AND FOLLOW TRAIL NORTH-NORTHEAST 0.4 MILE TO THE
 QO1444'LOOKOUT AND STATION.
 QO1444'
 QO1444'REFERENCE MARK NO. 1 IS SOUTHWEST OF STATION, 19 FEET WEST OF
 QO1444'CENTERLINE OF THE TRAIL, 27 FEET SOUTHWEST OF A 15-INCH OAK, 13
 QO1444'FEET NORTHWEST OF A 5-INCH OAK, 6 FEET EAST OF A 12-INCH OAK,
 QO1444'AND PROJECTS 6 INCHES.
 QO1444'
 QO1444'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF STATION, 21 FEET
 QO1444'SOUTH OF SOUTHEAST LEG OF THE LOOKOUT TOWER, 11 FEET SOUTHEAST
 QO1444'OF A 5-INCH OAK, 15 FEET NORTHEAST OF 6-INCH TWIN OAKS, 171.48
 QO1444'FEET NORTH OF REFERENCE MARK NO. 1, AND PROJECTS 5 INCHES.
 QO1444'
 QO1444'AZIMUTH MARK IS SOUTH OF STATION, 20 FEET WEST OF CENTERLINE OF
 QO1444'ROAD THAT LEADS TO THE STATION, 0.1 MILE NORTH OF COUNTY ROUTE
 QO1444'U, 1 FOOT WEST OF THE PASTURE FENCE, 32 FEET SOUTH OF AN EAST-WEST
 QO1444'T-FENCE, AND PROJECTS 6 INCHES.
 QO1444'
 QO1444'AN 87-FOOT SIGNAL AT LOCK COMES INTO VIEW AT 30 FEET.
 QO1444'
 QO1444'AN 87-FOOT SIGNAL AT SIREN COMES INTO VIEW AT 30 FEET.
 QO1444'
 QO1444'A 74-FOOT SIGNAL AT OAK COMES INTO VIEW AT 35 FEET.
 QO1444'
 QO1444'A 47-FOOT SIGNAL AT MC KENZIE COMES INTO VIEW AT 35 FEET.
 QO1444'
 QO1444'A 60-FOOT SIGNAL AT MARKER COMES INTO VIEW AT 35 FEET.
 QO1444'
 QO1444'HEIGHT OF LIGHT ABOVE STATION MARK - 74 FEET.
 QO1444
 QO1444                          STATION RECOVERY (1953)
 QO1444
 QO1444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 QO1444'THE STATION WAS RECOVERED AS DESCRIBED IN 1934.  ALL MARKS WERE
 QO1444'FOUND TO BE IN GOOD CONDITION.
 QO1444'
 QO1444'A DIFFERENCE WAS FOUND IN THE DIRECTION AND THE DISTANCE TO
 QO1444'REFERENCE MARK NO 2, POSSIBLY DUE TO SOME GRADING OPERATIONS IT
 QO1444'WAS DISTURBED.
 QO1444'
 QO1444'THE GENERAL DESCRIPTION OF THE STATION IS ADEQUATE.  A NEW TO
 QO1444'REACH AS FOLLOWS.
 QO1444'
 QO1444'TO REACH FROM THE JUNCTION OF STATE ROUTES 77 AND 35 IN THE
 QO1444'VILLAGE OF DANBURY, GO SOUTH ON STATE ROUTE 35 FOR 4.7 MILES
 QO1444'TO THE JUNCTION OF COUNTY ROUTE U, TURN LEFT (EAST) ON COUNTY
 QO1444'ROUTE U FOR 1.0 MILE TO A T ROAD AT JUNCTION OF COUNTY ROUTE U
 QO1444'AND C, TURN LEFT (NORTH) ON COUNTY ROUTE C FOR 0.85 MILE TO A
 QO1444'SIDE ROAD ON THE LEFT, KEEP RIGHT ON COUNTY ROUTE C FOR 1.15
 QO1444'MILES TO A SIDE ROAD ON THE LEFT, TURN LEFT (NORTH) ON A GRADED
 QO1444'ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.  HERE
 QO1444'CONTINUE NORTH FOR 0.4 MILE TO A T ROAD INTERSECTION, TURN
 QO1444'RIGHT (EAST AND NORTH) FOR 0.55 MILE TO A SIDE ROAD ON THE
 QO1444'LEFT, TURN LEFT (WEST) FOR 0.15 MILE TO THE STATION AND
 QO1444'THE DANBURY LOOKOUT TOWER.
 QO1444
 QO1444                          STATION RECOVERY (1993)
 QO1444
 QO1444'RECOVERY NOTE BY BURNETT COUNTY WISCONSIN 1993
 QO1444'RECOVERED AS DESCRIBED IN 1953 STATION RECOVERY WITH SOME CORRECTIONS
 QO1444'AS FOLLOWS.  THE STATION MARKER, REFERENCE MARK 1 AND DANBURY AZ MK
 QO1444'FOUND IN GOOD CONDITION.  REFERENCE MARK 2 DESTROYED (FOUND LEANING
 QO1444'SOUTH) .  LINE OF SIGHT BETWEEN STATION AND AZIMUTH MARK DOES NOT
 QO1444'EXIST AT GROUND LEVEL.  TREES AND TOWER MAKE GPS OBSERVATIONS
 QO1444'UNADVISABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB8409 ***********************************************************************
 AB8409  DESIGNATION -  DANBURY AZ MK
 AB8409  PID         -  AB8409
 AB8409  STATE/COUNTY-  WI/BURNETT
 AB8409  USGS QUAD   -  WEBSTER (1982)
 AB8409
 AB8409                         *CURRENT SURVEY CONTROL
 AB8409  ___________________________________________________________________
 AB8409* NAD 83(1997)-  45 57 11.28114(N)    092 19 11.61567(W)     ADJUSTED  
 AB8409* NAVD 88     -       308.5    (meters)    1012.     (feet)  GPS OBS   
 AB8409  ___________________________________________________________________
 AB8409  X           -    -179,817.043 (meters)                     COMP
 AB8409  Y           -  -4,438,621.001 (meters)                     COMP
 AB8409  Z           -   4,561,830.042 (meters)                     COMP
 AB8409  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 AB8409  ELLIP HEIGHT-         281.97  (meters)          (01/30/03) GPS OBS
 AB8409  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AB8409
 AB8409  HORZ ORDER  -  FIRST
 AB8409  ELLP ORDER  -  FOURTH    CLASS I
 AB8409
 AB8409.The horizontal coordinates were established by GPS observations
 AB8409.and adjusted by the National Geodetic Survey in January 2003..
 AB8409
 AB8409.The orthometric height was determined by GPS observations and a
 AB8409.high-resolution geoid model.
 AB8409
 AB8409.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8409
 AB8409.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8409
 AB8409.The ellipsoidal height was determined by GPS observations
 AB8409.and is referenced to NAD 83.
 AB8409
 AB8409.The geoid height was determined by GEOID03.
 AB8409
 AB8409;                    North         East     Units Scale Factor Converg.
 AB8409;SPC WI N     -    90,037.214   420,175.897   MT  0.99995233   -1 40 24.6
 AB8409;SPC WI N     -   295,397.09  1,378,527.09   sFT  0.99995233   -1 40 24.6
 AB8409;UTM  15      - 5,089,065.189   552,706.645   MT  0.99963415   +0 29 19.9
 AB8409
 AB8409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8409!SPC WI N     -   0.99995580  x   0.99995233  =   0.99990813
 AB8409!UTM  15      -   0.99995580  x   0.99963415  =   0.99958996
 AB8409
 AB8409:                Primary Azimuth Mark                     Grid Az
 AB8409:SPC WI N     -  DANBURY LOOKOUT                          007 31 12.0
 AB8409:UTM  15      -  DANBURY LOOKOUT                          005 21 27.5
 AB8409
 AB8409|---------------------------------------------------------------------|
 AB8409| PID    Reference Object                     Distance      Geod. Az  |
 AB8409|                                                           dddmmss.s |
 AB8409| QO1445 DANBURY LOOKOUT                     APPROX. 1.2 KM 0055047.4 |
 AB8409| QO1444 DANBURY                             APPROX. 1.2 KM 0063554.8 |
 AB8409|---------------------------------------------------------------------|
 AB8409
 AB8409                          SUPERSEDED SURVEY CONTROL
 AB8409
 AB8409  NAD 83(1991)-  45 57 11.28079(N)    092 19 11.61410(W) AD(       ) 1
 AB8409  ELLIP H (12/09/96)  282.00   (m)                       GP(       ) 4 1
 AB8409
 AB8409.Superseded values are not recommended for survey control.
 AB8409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8409.See file dsdata.txt to determine how the superseded data were derived.
 AB8409
 AB8409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL5270789065(NAD 83)
 AB8409_MARKER: DZ = AZIMUTH MARK DISK
 AB8409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8409_MARK LOGO: CGS   
 AB8409_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AB8409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8409+STABILITY: SURFACE MOTION
 AB8409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8409+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1993
 AB8409
 AB8409  HISTORY     - Date     Condition        Report By
 AB8409  HISTORY     - 1934     MONUMENTED       CGS
 AB8409  HISTORY     - 19930619 GOOD             WI-013
 AB8409
 AB8409                          STATION DESCRIPTION
 AB8409
 AB8409'DESCRIBED BY BURNETT COUNTY WISCONSIN 1993 (FH)
 AB8409'THE STATION IS LOCATED 6.8 KM (4.20 MI) SOUTHEAST OF DANBURY (WHERE
 AB8409'STATE TRUNK HIGHWAY 77 AND STATE TRUNK HIGHWAY 35 JUNCTION) , 8.7 KM
 AB8409'(5.40 MI) NORTHEAST OF WEBSTER (WHERE STATE TRUNK 35 AND COUNTY ROAD
 AB8409'FF JUNCTION) , IN THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER,
 AB8409'SECTION 14, T40N, R16W, TOWN OF OAKLAND.  TO REACH THE STATION FROM
 AB8409'THE VILLAGE OF WEBSTER (WHERE STATE TRUNK HIGHWAY 35 AND COUNTY ROAD
 AB8409'FF JUNCTION) , GO NORTH ALONG STATE TRUNK HIGHWAY 35 6.3 KM (3.90 MI)
 AB8409'TO COUNTY ROAD U, TURN RIGHT (EAST) ON COUNTY ROAD U FOR 1.6 KM (1.00
 AB8409'MI) TO COUNTY ROAD C, TURN LEFT (NORTH) ON COUNTY ROAD C FOR 3.3 KM
 AB8409'(2.05 MI) TO TOWER ROAD, GO NORTH ON TOWER ROAD FOR .1 MI (0.2 KM) TO
 AB8409'STATION 20 FEET (6.1 M) WEST OF ROAD, 1 FOOT (0.3 M) EAST OF FENCE,
 AB8409'IRON ROD WAS SET ALONG SIDE MONUMENT.  A FIBERGLASS WITNESS POST WAS
 AB8409'SET ON THE WEST SIDE OF THE MONUMENT.  THIS IS A EXISTING COAST AND
 AB8409'GEODETIC SURVEY AZIMUTH MARK (SEE PID- QO1444 DESIGNATION DANBURY) ,
 AB8409'THE MARK WAS FOUND IN A SQUARE CONCRETE MONUMENT PROJECTING 5 CM ABOVE
 AB8409'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO1445 ***********************************************************************
 QO1445  DESIGNATION -  DANBURY LOOKOUT
 QO1445  PID         -  QO1445
 QO1445  STATE/COUNTY-  WI/BURNETT
 QO1445  USGS QUAD   -  WEBSTER (1982)
 QO1445
 QO1445                         *CURRENT SURVEY CONTROL
 QO1445  ___________________________________________________________________
 QO1445* NAD 83(1991)-  45 57 51.34298(N)    092 19 05.74232(W)     ADJUSTED  
 QO1445* NAVD 88     -       332.     (meters)    1089.     (feet)  SCALED    
 QO1445  ___________________________________________________________________
 QO1445  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 QO1445  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 QO1445
 QO1445  HORZ ORDER  -  THIRD
 QO1445
 QO1445.The horizontal coordinates were established by classical geodetic methods
 QO1445.and adjusted by the National Geodetic Survey in March 1999..
 QO1445
 QO1445.The orthometric height was scaled from a topographic map.
 QO1445
 QO1445.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO1445
 QO1445.The geoid height was determined by GEOID03.
 QO1445
 QO1445;                    North         East     Units Scale Factor Converg.
 QO1445;SPC WI N     -    91,269.850   420,338.420   MT  0.99995162   -1 40 20.4
 QO1445;SPC WI N     -   299,441.17  1,379,060.30   sFT  0.99995162   -1 40 20.4
 QO1445;SPC MN C     -   208,999.647   949,711.725   MT  0.99994283   +1 23 50.6
 QO1445;UTM  15      - 5,090,302.687   552,822.505   MT  0.99963430   +0 29 24.4
 QO1445
 QO1445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1445!SPC WI N     -   0.99995210  x   0.99995162  =   0.99990373
 QO1445!SPC MN C     -   0.99995210  x   0.99994283  =   0.99989494
 QO1445!UTM  15      -   0.99995210  x   0.99963430  =   0.99958642
 QO1445
 QO1445                          SUPERSEDED SURVEY CONTROL
 QO1445
 QO1445  NAD 83(1991)-  45 57 51.33931(N)    092 19 05.73857(W) AD(       ) 4
 QO1445  NAD 83(1986)-  45 57 51.33106(N)    092 19 05.73506(W) AD(       ) 4
 QO1445  NAD 27      -  45 57 51.52500(N)    092 19 05.04400(W) AD(       ) 3
 QO1445
 QO1445.Superseded values are not recommended for survey control.
 QO1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1445.See file dsdata.txt to determine how the superseded data were derived.
 QO1445
 QO1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL5282390303(NAD 83)
 QO1445_MARKER: 57 = LOOKOUT TOWER
 QO1445
 QO1445  HISTORY     - Date     Condition        Report By
 QO1445  HISTORY     - 1934     FIRST OBSERVED   CGS
 QO1445
 QO1445                          STATION DESCRIPTION
 QO1445
 QO1445'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0270 ***********************************************************************
 NH0270  DESIGNATION -  DANE
 NH0270  PID         -  NH0270
 NH0270  STATE/COUNTY-  WI/ROCK
 NH0270  USGS QUAD   -  CLINTON (1976)
 NH0270
 NH0270                         *CURRENT SURVEY CONTROL
 NH0270  ___________________________________________________________________
 NH0270* NAD 83(1991)-  42 34 39.53669(N)    088 47 33.75528(W)     ADJUSTED  
 NH0270* NAVD 88     -       282.181  (meters)     925.79   (feet)  ADJUSTED  
 NH0270  ___________________________________________________________________
 NH0270  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 NH0270  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 NH0270  DYNAMIC HT  -         282.095 (meters)     925.51  (feet)  COMP
 NH0270  MODELED GRAV-     980,308.7   (mgal)                       NAVD 88
 NH0270
 NH0270  HORZ ORDER  -  SECOND
 NH0270  VERT ORDER  -  SECOND    CLASS I
 NH0270
 NH0270.The horizontal coordinates were established by classical geodetic methods
 NH0270.and adjusted by the National Geodetic Survey in November 1991..
 NH0270
 NH0270.The orthometric height was determined by differential leveling
 NH0270.and adjusted by the National Geodetic Survey in February 2004..
 NH0270
 NH0270.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0270
 NH0270.The geoid height was determined by GEOID03.
 NH0270
 NH0270.The dynamic height is computed by dividing the NAVD 88
 NH0270.geopotential number by the normal gravity value computed on the
 NH0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0270.degrees latitude (g = 980.6199 gals.).
 NH0270
 NH0270.The modeled gravity was interpolated from observed gravity values.
 NH0270
 NH0270;                    North         East     Units Scale Factor Converg.
 NH0270;SPC WI S     -    64,890.050   699,115.191   MT  1.00003503   +0 49 46.3
 NH0270;SPC WI S     -   212,893.44  2,293,680.42   sFT  1.00003503   +0 49 46.3
 NH0270;SPC IL E     -   656,367.917   262,287.372   MT  0.99999249   -0 18 38.9
 NH0270;SPC IL E     - 2,153,433.74    860,521.15   sFT  0.99999249   -0 18 38.9
 NH0270;SPC IL W     -   657,158.530   812,792.352   MT  1.00009765   +0 55 46.9
 NH0270;SPC IL W     - 2,156,027.61  2,666,636.24   sFT  1.00009765   +0 55 46.9
 NH0270;UTM  16      - 4,715,472.679   352,880.290   MT  0.99986630   -1 12 47.3
 NH0270
 NH0270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0270!SPC WI S     -   0.99996103  x   1.00003503  =   0.99999606
 NH0270!SPC IL E     -   0.99996103  x   0.99999249  =   0.99995352
 NH0270!SPC IL W     -   0.99996103  x   1.00009765  =   1.00005868
 NH0270!UTM  16      -   0.99996103  x   0.99986630  =   0.99982734
 NH0270
 NH0270|---------------------------------------------------------------------|
 NH0270| PID    Reference Object                     Distance      Geod. Az  |
 NH0270|                                                           dddmmss.s |
 NH0270| CI8501 DANE RM                              19.250 METERS 06005     |
 NH0270| NH1269 CALUMET                             APPROX. 0.9 KM 2444052.2 |
 NH0270|---------------------------------------------------------------------|
 NH0270
 NH0270                          SUPERSEDED SURVEY CONTROL
 NH0270
 NH0270  NAD 83(1986)-  42 34 39.53393(N)    088 47 33.76018(W) AD(       ) 2
 NH0270  NAD 27      -  42 34 39.48200(N)    088 47 33.38000(W) AD(       ) 2
 NH0270  NAVD 88 (06/15/91)  282.166  (m)          925.74   (f) UNKNOWN     1 2
 NH0270  NGVD 29 (??/??/92)  282.219  (m)          925.91   (f) ADJ UNCH    1 2
 NH0270
 NH0270.Superseded values are not recommended for survey control.
 NH0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0270.See file dsdata.txt to determine how the superseded data were derived.
 NH0270
 NH0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5288015473(NAD 83)
 NH0270_MARKER: DS = TRIANGULATION STATION DISK
 NH0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0270_STAMPING: DANE 1920
 NH0270_MARK LOGO: CGS   
 NH0270_PROJECTION: FLUSH
 NH0270_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NH0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0270+STABILITY: SURFACE MOTION
 NH0270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH0270+SATELLITE: SATELLITE OBSERVATIONS - 2003
 NH0270
 NH0270  HISTORY     - Date     Condition        Report By
 NH0270  HISTORY     - 1920     MONUMENTED       CGS
 NH0270  HISTORY     - 1930     GOOD             CGS
 NH0270  HISTORY     - 1960     MARK NOT FOUND   NGS
 NH0270  HISTORY     - 19950708 GOOD             USPSQD
 NH0270  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH0270  HISTORY     - 2003     GOOD             WIDT
 NH0270
 NH0270                          STATION DESCRIPTION
 NH0270
 NH0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH0270'STATION IS LOCATED ABOUT 3-1/4 MILES E OF CLINTON, ON THE N
 NH0270'SIDE OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 NH0270'TRACK, NEAR THE CENTER OF THE FIRST CURVE W OF ALLEN GROVE
 NH0270'AND 10.55 METERS (34.62 FEET) N OF THE N AND NEAREST RAIL.
 NH0270'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 NH0270'TABLETS SET IN CONCRETE AS DESCRIBED.
 NH0270'REFERENCE MARK IS ON THE SAME SIDE OF THE TRACK, NEAR THE
 NH0270'FENCE LINE, 19.25 METERS (63.16 FEET) FROM THE STATION,
 NH0270'N 60 DEG 05 MIN E.
 NH0270
 NH0270                          STATION RECOVERY (1930)
 NH0270
 NH0270'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 NH0270'MARK WAS FOUND AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 NH0270'ADEQUATE.
 NH0270'
 NH0270'THIS IS A TRAVERSE STATION.
 NH0270
 NH0270                          STATION RECOVERY (1960)
 NH0270
 NH0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NH0270'3.2 MI E FROM CLINTON JUNCTION.
 NH0270'ABOUT 3-1/4 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NH0270'AND PACIFIC RAILROAD FROM CLINTON JUNCTION, ROCK COUNTY NEAR
 NH0270'THE MIDDLE OF THE FIRST CURVE WEST OF ALLEN GROVE, ABOUT 1000
 NH0270'FEET EAST OF THE CROSSING OF A NORTH-AND-SOUTH ROAD, AND 34.6
 NH0270'FEET NORTH OF THE NORTH RAIL.  A STANDARD TRIANGULATION-STATION
 NH0270'DISK, STAMPED DANE 1920 AND SET IN THE TOP OF A CONCRETE POST.
 NH0270
 NH0270                          STATION RECOVERY (1995)
 NH0270
 NH0270'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH0270'RECOVERED IN GOOD CONDITION.
 NH0270
 NH0270                          STATION RECOVERY (2001)
 NH0270
 NH0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0270'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH0270
 NH0270                          STATION RECOVERY (2003)
 NH0270
 NH0270'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 NH0270'THE STATION IS LOCATED ABOUT 22 KM SOUTHEAST OF JANESVILLE, 21 KM
 NH0270'NORTHEAST OF BELOIT, AND 6 KM NORTHEAST OF CLINTON.
 NH0270'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION. TO REACH THE
 NH0270'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 43 WITH STATE HIGHWAY
 NH0270'140 (EXIT 6) IN THE VILLAGE OF CLINTON, GO SOUTH ON STATE HIGHWAY 140
 NH0270'FOR 1.6 KM TO COUNTY HIGHWAY X, TURN LEFT AND GO EAST ON COUNTY
 NH0270'HIGHWAY X FOR 5.9 KM TO SOUTH SUMMERSVILLE ROAD, TURN LEFT AND GO
 NH0270'NORTH ON SOUTH SUMMERSVILLE ROAD FOR 0.6 KM TO THE --PELISHEK NATURE
 NH0270'TRAIL-- AND THE STATION ON THE RIGHT. THE STATION IS A BRONZE US
 NH0270'COAST AND GEODETIC SURVEY TRIANGULATION STATION DISK SET IN THE TOP
 NH0270'OF A 24-CM SQUARE CONCRETE POST ABOUT 1.5 M BELOW THE ROAD PAVEMENT.
 NH0270'THE STATION IS 11.2 M NORTH OF THE CENTERLINE OF NATURE TRAIL, 0.3 KM
 NH0270'EAST OF SOUTH SUMMERSVILLE ROAD, 61 M NORTHEAST OF A METAL POST FOR A
 NH0270'--STOP AHEAD-- SIGN, AND 4.6 M SOUTH OF A WOVEN WIRE FENCE.
 NH0270'---NOTE---THE STATION IS 0.4 M SOUTHWEST OF A METAL WITNESS POST AND
 NH0270'0.3 M SOUTH OF AN ORANGE FIBERGLASS WITNESS POST.  ---NOTE2---THIS
 NH0270'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 NH0270'ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1571 ***********************************************************************
 NH1571  DESIGNATION -  DANE
 NH1571  PID         -  NH1571
 NH1571  STATE/COUNTY-  WI/DANE
 NH1571  USGS QUAD   -  BELLEVILLE (1981)
 NH1571
 NH1571                         *CURRENT SURVEY CONTROL
 NH1571  ___________________________________________________________________
 NH1571* NAD 83(1991)-  42 52 05.21636(N)    089 36 18.49541(W)     ADJUSTED  
 NH1571* NAVD 88     -       343.     (meters)    1125.     (feet)  SCALED    
 NH1571  ___________________________________________________________________
 NH1571  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 NH1571  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 NH1571
 NH1571  HORZ ORDER  -  FIRST
 NH1571
 NH1571.The horizontal coordinates were established by classical geodetic methods
 NH1571.and adjusted by the National Geodetic Survey in October 1999..
 NH1571
 NH1571.The orthometric height was scaled from a topographic map.
 NH1571
 NH1571.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1571
 NH1571.The geoid height was determined by GEOID03.
 NH1571
 NH1571;                    North         East     Units Scale Factor Converg.
 NH1571;SPC WI S     -    96,516.192   632,265.329   MT  0.99997555   +0 16 16.7
 NH1571;SPC WI S     -   316,653.54  2,074,357.17   sFT  0.99997555   +0 16 16.7
 NH1571;UTM  16      - 4,749,461.844   287,200.375   MT  1.00015713   -1 46 22.7
 NH1571
 NH1571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1571!SPC WI S     -   0.99995153  x   0.99997555  =   0.99992708
 NH1571!UTM  16      -   0.99995153  x   1.00015713  =   1.00010866
 NH1571
 NH1571:                Primary Azimuth Mark                     Grid Az
 NH1571:SPC WI S     -  VERONA MUNICIPAL TANK                    021 31 14.9
 NH1571:UTM  16      -  VERONA MUNICIPAL TANK                    023 33 54.3
 NH1571
 NH1571|---------------------------------------------------------------------|
 NH1571| PID    Reference Object                     Distance      Geod. Az  |
 NH1571|                                                           dddmmss.s |
 NH1571| NH1570 VERONA MUNICIPAL TANK               APPROX.14.6 KM 0214731.6 |
 NH1571| CI8503 DANE RM 1                            22.607 METERS 07254     |
 NH1571| NH1572 BELLEVILLE PET MILK CO STACK        APPROX. 6.1 KM 0972330.4 |
 NH1571| NH1574 BELLEVILLE MUNICIPAL STANDPIPE      APPROX. 5.1 KM 1040639.8 |
 NH1571| CI8504 DANE RM 2                            25.658 METERS 15623     |
 NH1571| NH1611 YORK NORWEGIAN EVAN LUTH CH TR      APPROX.16.5 KM 2614708.8 |
 NH1571| NH1607 YORK NORWEGIAN EVANG LUTH CH        APPROX.16.8 KM 2615658.2 |
 NH1571| NH1575 DANE 2                               17.706 METERS 26814     |
 NH1571| NH1605 PERRY NORWEGIAN LUTH CH SPIRE       APPROX.18.0 KM 2861611.2 |
 NH1571| NH1579 PRIMROSE EAST CHURCH TOWER          APPROX. 5.2 KM 2880936.9 |
 NH1571| NH1577 PRIMROSE WEST CHURCH CUPOLA         APPROX. 5.3 KM 2883514.0 |
 NH1571| OM1157 MT HOREB MUNICIPAL TANK             APPROX.19.1 KM 3251537.8 |
 NH1571| OM1161 MT HOREB LUTH CHURCH SPIRE          APPROX.18.9 KM 3254940.2 |
 NH1571| OM1162 MT HOREB ST IGNATIUS CH SPIRE       APPROX.18.7 KM 3261915.1 |
 NH1571| CI8505 DANE RM 3                            30.584 METERS 32712     |
 NH1571| CI8502 DANE AZ MK                                         3284349.8 |
 NH1571| OM1158 MT HOREB SPRINGDALE LUTH CH         APPROX.16.8 KM 3352141.4 |
 NH1571|---------------------------------------------------------------------|
 NH1571
 NH1571                          SUPERSEDED SURVEY CONTROL
 NH1571
 NH1571  NAD 83(1991)-  42 52 05.21638(N)    089 36 18.49487(W) AD(       ) 1
 NH1571  NAD 83(1986)-  42 52 05.20885(N)    089 36 18.49528(W) AD(       ) 1
 NH1571  NAD 27      -  42 52 05.20200(N)    089 36 18.05700(W) AD(       ) 1
 NH1571
 NH1571.Superseded values are not recommended for survey control.
 NH1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1571.See file dsdata.txt to determine how the superseded data were derived.
 NH1571
 NH1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8720049462(NAD 83)
 NH1571_MARKER: DS = TRIANGULATION STATION DISK
 NH1571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1571
 NH1571  HISTORY     - Date     Condition        Report By
 NH1571  HISTORY     - 1937     MONUMENTED       CGS
 NH1571  HISTORY     - 1938     GOOD             CGS
 NH1571  HISTORY     - 1957     SEE DESCRIPTION  CGS
 NH1571
 NH1571                          STATION DESCRIPTION
 NH1571
 NH1571'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (CAS)
 NH1571'STATION IS ABOUT 6 MILES SSE OF MT. VERNON, ABOUT 4 MILES
 NH1571'NNE OF NEW GLARUS, ABOUT 3-1/2 MILES WEST OF BELLEVILLE, IN THE
 NH1571'NE 1/4 SEC. 36 T 5 N R 7 E, ON NORTH EDGE OF A 20-ACRE WOODED
 NH1571'LOT THAT IS OWNED BY RUDOLPH WILD OF BELLEVILLE, IN EAST POINT
 NH1571'OF SMALL WEDGE-SHAPED LOT FORMED BY THE EAST-WEST SECTION-LINE
 NH1571'ROAD THAT BORDERS THE WOODLAND ON NORTH AND WISCONSIN
 NH1571'HIGHWAY NO. 69 WHICH CUTS WSW THROUGH THE WOODLAND AT THIS
 NH1571'POINT, ABOUT 200 FEET WEST OF THE JUNCTION OF THESE TWO ROADS,
 NH1571'55 FEET NNW OF CENTERLINE OF WISCONSIN HIGHWAY NO. 69, 35
 NH1571'FEET SOUTH OF CENTER-LINE OF THE EAST-WEST SECTION-LINE ROAD,
 NH1571'28 FEET SE OF THE TRIANGULAR-BLAZED 30-INCH WHITE OAK TREE, 17
 NH1571'FEET NW OF AN 18-INCH WHITE OAK TREE, 22 FEET NE OF AN
 NH1571'INCLINED 15-INCH WHITE OAK TREE.  THE MARK PROJECTS 5 INCHES.
 NH1571'
 NH1571'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 NH1571'TABLETS SET IN CONCRETE.
 NH1571'
 NH1571'AZ. MK. IS NNW OF STATION, 20 FEET EAST OF CENTER-LINE OF
 NH1571'NORTH-SOUTH GRAVEL ROAD, ON RIGHT-OF-WAY FENCE LINE, AT TOP
 NH1571'OF RIDGE, ABOUT 75 FEET NE OF THE 30-INCH OAK TREE THAT STANDS
 NH1571'IN PASTURE ACROSS ROAD.  IT PROJECTS 4 INCHES.
 NH1571'
 NH1571'R.M. NO. 1 IS ENE OF STATION, ABOUT 130 FEET WEST OF JUNCTION
 NH1571'OF THE TWO ROADS, 50 FEET NNW OF CENTER-LINE OF WISCONSIN
 NH1571'HIGHWAY NO. 69, 15 FEET SOUTH OF CENTER-LINE OF THE EAST-WEST
 NH1571'SECTION-LINE ROAD, 91 FEET EAST OF THE TRIANGULAR-BLAZED
 NH1571'30-INCH WHITE OAK TREE.  IT PROJECTS 5 INCHES.
 NH1571'
 NH1571'R.M. NO. 2 IS SSE OF STATION, 30 FEET SSE OF CENTER-LINE OF
 NH1571'WISCONSIN HIGHWAY NO. 69, 13 FEET ENE OF A 10-INCH RED OAK TREE,
 NH1571'18 FEET WEST OF A 30-INCH WHITE OAK TREE, 105.72 FEET SW OF R.M.
 NH1571'NO. 1.  IT PROJECTS 4 INCHES.
 NH1571'
 NH1571'TO REACH FROM THE PET MILK COMPANY PLANT ON THE NORTH EDGE OF
 NH1571'NEW GLARUS, GO NORTH AND NORTHEAST ON WISCONSIN HIGHWAY NO. 69
 NH1571'4.2 MILES TO STATION ON NORTH SIDE OF THE ROAD.
 NH1571'
 NH1571'THE FOLLOWING 100-FOOT SIGNALS COME INTO VIEW AS FOLLOWS--JOHNSON,
 NH1571'60 FEET.  KOLLATH, 50 FEET.  HILT, VISIBLE FROM THE GROUND.
 NH1571'BLUM, 60 FEET.  CONWAY, 60 FEET.
 NH1571'
 NH1571'A 74-FOOT SIGNAL AT MINIX COMES INTO VIEW AT 50 FEET.
 NH1571'
 NH1571'HEIGHT OF LIGHT ABOVE STATION MARK - 100 FEET.
 NH1571
 NH1571                          STATION RECOVERY (1938)
 NH1571
 NH1571'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (RAS)
 NH1571'EXTRACT FROM LETTER DATED FEB. 1, 1938 FROM RICHARD A. SMITH,
 NH1571'ENGINEER, OFFICE OF THE HIGHWAY COMMISSIONER, DANE COUNTY,
 NH1571'MADISON, WISCONSIN--PLEASE BE ADVISED THAT TRIANGULATION
 NH1571'STATION DESCRIBED AS STATION DANE, LOCATED ABOUT THREE AND
 NH1571'ONE-HALF MILES WEST OF BELLEVILLE, DANE COUNTY, WISCONSIN, IN
 NH1571'THE YEAR 1935, IS NOT IN ANY WAY DESTROYED.
 NH1571'
 NH1571'THE TOWNSHIP DOING ADDITIONAL IMPROVEMENT ON TOWN ROAD HAS
 NH1571'COVERED REFERENCE MARK (R.M.) NO. 1 WITH ABOUT ONE FOOT OF EARTH
 NH1571'EXCAVATION.  ALL OTHER R.M.S HAVE IN NO WAY BEEN MOLESTED TO THE
 NH1571'BEST OF OUR KNOWLEDGE.
 NH1571
 NH1571                          STATION RECOVERY (1957)
 NH1571
 NH1571'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1571'THE UNDERGROUND STATION MARK, AZIMUTH MARK AND REFERENCE MARK
 NH1571'2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE SURROUNDING
 NH1571'TERRAIN HAS CHANGED AND ROAD CONSTRUCTION HAS DESTROYED THE
 NH1571'SURFACE STATION MARK AND REFERENCE MARK 1.  NO NEW SURFACE
 NH1571'STATION MARK WAS SET SINCE THE STATION IS IN AN UNDESIRABLE
 NH1571'LOCATION.  AFTER A GROUND SET UP THE UNDERGROUND MARK WAS LEFT
 NH1571'INTACT AND RECOVERED WITH SOIL.
 NH1571'
 NH1571'A NEW STATION, DANE 2 1957, AND REFERENCE MARK 3 WERE ESTABLISHED
 NH1571'AT A MORE PERMANENT LOCATION AND OCCUPIED.
 NH1571'
 NH1571'THE DISTANCE TO REFERENCE MARK 2 CHECKED BUT THE DIRECTION
 NH1571'DID NOT CHECK BY ONE MINUTE AND NINE SECONDS.  THE DIRECTION
 NH1571'WAS RECHECKED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1575 ***********************************************************************
 NH1575  DESIGNATION -  DANE 2
 NH1575  PID         -  NH1575
 NH1575  STATE/COUNTY-  WI/DANE
 NH1575  USGS QUAD   -  BELLEVILLE (1981)
 NH1575
 NH1575                         *CURRENT SURVEY CONTROL
 NH1575  ___________________________________________________________________
 NH1575* NAD 83(1991)-  42 52 05.19869(N)    089 36 19.27509(W)     ADJUSTED  
 NH1575* NAVD 88     -       343.13   (+/-2cm)    1125.8    (feet)  VERTCON   
 NH1575  ___________________________________________________________________
 NH1575  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 NH1575  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 NH1575
 NH1575  HORZ ORDER  -  SECOND
 NH1575  VERT ORDER  -  THIRD ? (See Below)
 NH1575
 NH1575.The horizontal coordinates were established by classical geodetic methods
 NH1575.and adjusted by the National Geodetic Survey in October 1999..
 NH1575
 NH1575.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1575.The vertical order pertains to the NGVD 29 superseded value.
 NH1575
 NH1575.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1575
 NH1575.The geoid height was determined by GEOID03.
 NH1575
 NH1575;                    North         East     Units Scale Factor Converg.
 NH1575;SPC WI S     -    96,515.563   632,247.634   MT  0.99997555   +0 16 16.2
 NH1575;SPC WI S     -   316,651.48  2,074,299.11   sFT  0.99997555   +0 16 16.2
 NH1575;UTM  16      - 4,749,461.846   287,182.666   MT  1.00015722   -1 46 23.2
 NH1575
 NH1575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1575!SPC WI S     -   0.99995150  x   0.99997555  =   0.99992705
 NH1575!UTM  16      -   0.99995150  x   1.00015722  =   1.00010871
 NH1575
 NH1575|---------------------------------------------------------------------|
 NH1575| PID    Reference Object                     Distance      Geod. Az  |
 NH1575|                                                           dddmmss.s |
 NH1575| CI8508 DANE 2 RM 3                          26.278 METERS 00229     |
 NH1575| NH1569 VERONA CO HOSP AND HOME STACK       APPROX.16.0 KM 0271604.2 |
 NH1575| NH1571 DANE                                 17.706 METERS 08814     |
 NH1575| NH1573 BELLEVILLE W MUN STANDPIPE          APPROX. 5.1 KM 1040822.0 |
 NH1575| CI8507 DANE 2 RM 2                          36.199 METERS 12923     |
 NH1575| CI8506 DANE 2 AZ MK                                       3313351.5 |
 NH1575|---------------------------------------------------------------------|
 NH1575
 NH1575                          SUPERSEDED SURVEY CONTROL
 NH1575
 NH1575  NAD 83(1991)-  42 52 05.19871(N)    089 36 19.27455(W) AD(       ) 2
 NH1575  NAD 83(1986)-  42 52 05.19117(N)    089 36 19.27503(W) AD(       ) 2
 NH1575  NAD 27      -  42 52 05.18390(N)    089 36 18.83540(W) AD(       ) 2
 NH1575  NGVD 29 (07/19/86)  343.20   (m)         1126.0    (f) LEVELING    3  
 NH1575
 NH1575.Superseded values are not recommended for survey control.
 NH1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1575.See file dsdata.txt to determine how the superseded data were derived.
 NH1575
 NH1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8718349462(NAD 83)
 NH1575_MARKER: DS = TRIANGULATION STATION DISK
 NH1575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1575
 NH1575  HISTORY     - Date     Condition        Report By
 NH1575  HISTORY     - 1957     MONUMENTED       CGS
 NH1575  HISTORY     - 1958     GOOD             CGS
 NH1575
 NH1575                          STATION DESCRIPTION
 NH1575
 NH1575'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1575'THE STATION IS ABOUT 3-1/2 MILES WEST OF BELLEVILLE, 3 MILES
 NH1575'NORTH-NORTHWEST OF NEW GLARUS, IN THE SOUTHWEST ANGLE FORMED
 NH1575'BY THE INTERSECTION OF STATE HIGHWAY 92 AND A PAVED CROSS
 NH1575'ROAD (OLD STATE HIGHWAY 69) ON THE ROAD RIGHT-OF-WAY.  IT IS
 NH1575'10 FEET EAST OF A WHITE WITNESS POST AND A RIGHT-OF-WAY
 NH1575'POST, 77 FEET NORTHWEST OF THE CENTERLINE OF THE PAVED ROAD,
 NH1575'127 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY 92, 30 FEET
 NH1575'SOUTH OF A FENCE CORNER, AND 206 FEET WEST OF THE INTERSECTION
 NH1575'OF HIGHWAY 92 AND THE PAVED CROSS ROAD.  THE MONUMENT
 NH1575'PROJECTS 1 INCH AND THE DISK IS STAMPED DANE 2 1957.
 NH1575'
 NH1575'TO REACH THE STATION FROM THE POST OFFICE IN BELLEVILLE, GO
 NH1575'WEST ON STATE HIGHWAYS 92 AND 69 FOR 3.4 MILES TO THE JUNCTION OF
 NH1575'HIGHWAYS 92 AND 69.  TURN RIGHT AND GO NORTHWEST ON HIGHWAY
 NH1575'92 FOR 0.2 MILE TO A PAVED CROSS ROAD AND THE MARK ON THE
 NH1575'LEFT.
 NH1575'
 NH1575'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON STATE
 NH1575'HIGHWAY 92 FOR 0.15 MILE TO A GRAVELED LANE RIGHT, TURN RIGHT AND
 NH1575'GO NORTH 0.05 MILE TO THE MARK ON THE RIGHT.
 NH1575'
 NH1575'REFERENCE MARK 2 IS 31 FEET SOUTH OF THE CENTERLINE OF THE
 NH1575'PAVED ROAD, 124 FEET SOUTHWEST OF HIGHWAY 92, AND 21 FEET
 NH1575'NORTH OF A 16 INCH OAK TREE.  THE MONUMENT PROJECTS 3 INCHES
 NH1575'AND THE DISK IS STAMPED DANE 1935 NO 2.
 NH1575'
 NH1575'REFERENCE MARK 3 IS 1 FOOT EAST OF A RIGHT-OF-WAY POST, 2
 NH1575'FEET EAST OF A FENCE CORNER, AND 59 FEET SOUTHWEST OF THE
 NH1575'CENTERLINE OF HIGHWAY 92.  THE MONUMENT IS FLUSH AND THE DISK
 NH1575'IS STAMPED DANE 2 NO 3 1957.
 NH1575'
 NH1575'THE AZIMUTH MARK IS 1 FOOT EAST OF A WIRE FENCE, 1 FOOT SOUTH
 NH1575'OF A WHITE WITNESS POST AND 17 FEET EAST OF THE CENTERLINE
 NH1575'OF THE GRAVELED LANE.  THE MONUMENT PROJECTS 6 INCHES AND
 NH1575'THE DISK IS STAMPED DANE 1935 AZIMUTH.
 NH1575'
 NH1575'DANE 1935 IS 149 FEET WEST OF THE INTERSECTION OF STATE HIGHWAY
 NH1575'92 AND A BLACKTOP ROAD (OLD HIGHWAY 69), 90 FEET SOUTHWEST
 NH1575'OF THE CENTERLINE OF HIGHWAY 92, 71 FEET EAST OF THE FENCE
 NH1575'CORNER AND 35 FEET NORTHWEST OF THE CENTERLINE OF THE BLACKTOP
 NH1575'ROAD.  THE MONUMENT IS 3 FEET BELOW THE SURFACE OF THE GROUND
 NH1575'AND THE DISK IS STAMPED DANE 1935.
 NH1575'
 NH1575'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NH1575
 NH1575                          STATION RECOVERY (1958)
 NH1575
 NH1575'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 NH1575'THE STATION AND ALL MARKS WERE FOUND IN GOOD CONDITION AS
 NH1575'DESCRIBED.  THE DISTANCE AND DIRECTIONS TO THE MARKS CHECKED
 NH1575'AND ALL REFERENCE POINTS ARE AS MENTIONED IN THE 1957 DESCRIPTION.
 NH1575'
 NH1575'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5453 ***********************************************************************
 DH5453  DESIGNATION -  DANE E GPS
 DH5453  PID         -  DH5453
 DH5453  STATE/COUNTY-  WI/DANE
 DH5453  USGS QUAD   -  LODI (1975)
 DH5453
 DH5453                         *CURRENT SURVEY CONTROL
 DH5453  ___________________________________________________________________
 DH5453* NAD 83(1997)-  43 15 53.83580(N)    089 31 04.37443(W)     ADJUSTED  
 DH5453* NAVD 88     -                                                        
 DH5453  ___________________________________________________________________
 DH5453  X           -      39,144.268 (meters)                     COMP
 DH5453  Y           -  -4,651,864.130 (meters)                     COMP
 DH5453  Z           -   4,349,171.013 (meters)                     COMP
 DH5453  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 DH5453  ELLIP HEIGHT-         274.61  (meters)          (08/01/05) GPS OBS
 DH5453  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 DH5453
 DH5453  HORZ ORDER  -  FIRST
 DH5453  ELLP ORDER  -  SECOND    CLASS I
 DH5453
 DH5453.The horizontal coordinates were established by GPS observations
 DH5453.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5453
 DH5453
 DH5453.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5453
 DH5453.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5453
 DH5453.The ellipsoidal height was determined by GPS observations
 DH5453.and is referenced to NAD 83.
 DH5453
 DH5453.The geoid height was determined by GEOID03.
 DH5453
 DH5453;                    North         East     Units Scale Factor Converg.
 DH5453;SPC WI S     -   140,637.225   639,140.299   MT  0.99993536   +0 19 52.6
 DH5453;SPC WI S     -   461,407.30  2,096,912.80   sFT  0.99993536   +0 19 52.6
 DH5453;UTM  16      - 4,793,316.621   295,651.542   MT  1.00011371   -1 43 34.6
 DH5453
 DH5453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5453!SPC WI S     -   0.99995694  x   0.99993536  =   0.99989230
 DH5453!UTM  16      -   0.99995694  x   1.00011371  =   1.00007064
 DH5453
 DH5453                          SUPERSEDED SURVEY CONTROL
 DH5453
 DH5453.No superseded survey control is available for this station.
 DH5453
 DH5453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9565293317(NAD 83)
 DH5453_MARKER: DD = SURVEY DISK
 DH5453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5453_STAMPING: DANE E GPS 2004
 DH5453_MARK LOGO: WIDT  
 DH5453_PROJECTION: FLUSH
 DH5453_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5453+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5453
 DH5453  HISTORY     - Date     Condition        Report By
 DH5453  HISTORY     - 2003     MONUMENTED       WIDT
 DH5453
 DH5453                          STATION DESCRIPTION
 DH5453
 DH5453'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5453'OWNERSHIP--TOWNSHIP OF DANE.  TO REACH THE STATION FROM THE  JUNCTION
 DH5453'OF INTERSTATE HIGHWAY 39, INTERSTATE HIGHWAY 90 AND INTERSTATE HIGHWAY
 DH5453'94  WITH COUNTY HIGHWAY V ABOUT 0.6 MI WEST OF THE VILLAGE OF
 DH5453'DEFOREST, GO EAST ON COUNTY  HIGHWAY V FOR 4.2 MI TO STATE HIGHWAY 113
 DH5453'SOUTH, CONTINUE EAST ON STATE HIGHWAY 113  NORTH AND COUNTY HIGHWAY V
 DH5453'FOR 3.8 MI TO REPPEN ROAD ON THE RIGHT, TURN RIGHT AND GO  EAST FOR
 DH5453'0.1 MI TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DH5453'DEPARTMENT OF TRANSPORTATION GEODETIC  SURVEY CONTROL STATION DISK SET
 DH5453'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT  LEVEL WITH THE
 DH5453'ROAD PAVEMENT.  THE STATION IS 4.5 M NORTHEAST OF THE CENTERLINE OF
 DH5453'REPPEN ROAD, 20.1 M SOUTHEAST OF A POWERPOLE --9-8-11 9/0--, 1 M NORTH
 DH5453'OF A CULTIVATED  FILED,  1.0 M WEST OF AN ORANGE 4X4  PLASTIC WITNESS
 DH5453'POST AND 1.0 M EAST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DH5453'---NOTE---THIS  STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER
 DH5453'THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1148 ***********************************************************************
 OM1148  DESIGNATION -  DANE ST MICHAELS CHURCH SPIRE
 OM1148  PID         -  OM1148
 OM1148  STATE/COUNTY-  WI/DANE
 OM1148  USGS QUAD   -  SPRINGFIELD CORNERS (1969)
 OM1148
 OM1148                         *CURRENT SURVEY CONTROL
 OM1148  ___________________________________________________________________
 OM1148* NAD 83(1991)-  43 14 57.79129(N)    089 30 06.80547(W)     ADJUSTED  
 OM1148* NAVD 88     -                                                        
 OM1148  ___________________________________________________________________
 OM1148  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 OM1148  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 OM1148
 OM1148  HORZ ORDER  -  THIRD
 OM1148
 OM1148.The horizontal coordinates were established by classical geodetic methods
 OM1148.and adjusted by the National Geodetic Survey in November 1991..
 OM1148
 OM1148
 OM1148.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1148
 OM1148.The geoid height was determined by GEOID03.
 OM1148
 OM1148;                    North         East     Units Scale Factor Converg.
 OM1148;SPC WI S     -   138,915.437   640,448.859   MT  0.99993604   +0 20 32.1
 OM1148;SPC WI S     -   455,758.40  2,101,205.96   sFT  0.99993604   +0 20 32.1
 OM1148;UTM  16      - 4,791,548.658   296,897.665   MT  1.00010746   -1 42 53.3
 OM1148
 OM1148                          SUPERSEDED SURVEY CONTROL
 OM1148
 OM1148  NAD 83(1986)-  43 14 57.78374(N)    089 30 06.81019(W) AD(       ) 4
 OM1148  NAD 27      -  43 14 57.81200(N)    089 30 06.37800(W) AD(       ) 3
 OM1148
 OM1148.Superseded values are not recommended for survey control.
 OM1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1148.See file dsdata.txt to determine how the superseded data were derived.
 OM1148
 OM1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9689891549(NAD 83)
 OM1148_MARKER: 90 = CHURCH SPIRE
 OM1148
 OM1148  HISTORY     - Date     Condition        Report By
 OM1148  HISTORY     - 1958     FIRST OBSERVED   CGS
 OM1148  HISTORY     - 19970208 MARK NOT FOUND   USPSQD
 OM1148
 OM1148                          STATION DESCRIPTION
 OM1148
 OM1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1148'THE STATION IS THE CENTER OF THE TOP OF THE SPIRE LOCATED
 OM1148'IN THE SOUTH PART OF THE TOWN OF DANE.  THE SPIRE IS ATOP A
 OM1148'WHITE FRAME CHURCH AND THE OVERALL HEIGHT IS APPROXIMATELY
 OM1148'80 FEET.
 OM1148
 OM1148                          STATION RECOVERY (1997)
 OM1148
 OM1148'RECOVERY NOTE BY US POWER SQUADRON 1997
 OM1148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB8437 ***********************************************************************
 AB8437  DESIGNATION -  DANIELSEN
 AB8437  PID         -  AB8437
 AB8437  STATE/COUNTY-  WI/BURNETT
 AB8437  USGS QUAD   -  MC KENZIE LAKE (1982)
 AB8437
 AB8437                         *CURRENT SURVEY CONTROL
 AB8437  ___________________________________________________________________
 AB8437* NAD 83(1997)-  45 53 13.54139(N)    092 03 29.69442(W)     ADJUSTED  
 AB8437* NAVD 88     -       313.3    (meters)    1028.     (feet)  GPS OBS   
 AB8437  ___________________________________________________________________
 AB8437  X           -    -159,735.483 (meters)                     COMP
 AB8437  Y           -  -4,444,668.376 (meters)                     COMP
 AB8437  Z           -   4,556,726.314 (meters)                     COMP
 AB8437  LAPLACE CORR-         -11.97  (seconds)                    DEFLEC99
 AB8437  ELLIP HEIGHT-         285.85  (meters)          (01/30/03) GPS OBS
 AB8437  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AB8437
 AB8437  HORZ ORDER  -  FIRST
 AB8437  ELLP ORDER  -  FOURTH    CLASS I
 AB8437
 AB8437.The horizontal coordinates were established by GPS observations
 AB8437.and adjusted by the National Geodetic Survey in January 2003..
 AB8437
 AB8437.The orthometric height was determined by GPS observations and a
 AB8437.high-resolution geoid model.
 AB8437
 AB8437.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8437
 AB8437.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8437
 AB8437.The ellipsoidal height was determined by GPS observations
 AB8437.and is referenced to NAD 83.
 AB8437
 AB8437.The geoid height was determined by GEOID03.
 AB8437
 AB8437;                    North         East     Units Scale Factor Converg.
 AB8437;SPC WI N     -    82,140.835   440,262.008   MT  0.99995728   -1 29 05.1
 AB8437;SPC WI N     -   269,490.39  1,444,426.27   sFT  0.99995728   -1 29 05.1
 AB8437;UTM  15      - 5,081,934.248   573,070.083   MT  0.99966564   +0 40 34.2
 AB8437
 AB8437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8437!SPC WI N     -   0.99995519  x   0.99995728  =   0.99991247
 AB8437!UTM  15      -   0.99995519  x   0.99966564  =   0.99962084
 AB8437
 AB8437                          SUPERSEDED SURVEY CONTROL
 AB8437
 AB8437  NAD 83(1991)-  45 53 13.54082(N)    092 03 29.69180(W) AD(       ) 1
 AB8437  ELLIP H (12/09/96)  285.88   (m)                       GP(       ) 4 1
 AB8437
 AB8437.Superseded values are not recommended for survey control.
 AB8437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8437.See file dsdata.txt to determine how the superseded data were derived.
 AB8437
 AB8437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7307081934(NAD 83)
 AB8437_MARKER: DD = SURVEY DISK
 AB8437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8437_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8437+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AB8437
 AB8437  HISTORY     - Date     Condition        Report By
 AB8437  HISTORY     - 1992     MONUMENTED       WI-013
 AB8437
 AB8437                          STATION DESCRIPTION
 AB8437
 AB8437'DESCRIBED BY BURNETT COUNTY WISCONSIN 1992
 AB8437'THE STATION IS LOCATED 5.1 MI (8.2 KM) NORTHWEST OF THE INTERSECTION
 AB8437'OF STATE HIGHWAY 70 AND THE BURNETT AND WASHBURN COUNTY LINE (ALSO
 AB8437'COUNTY LINE ROAD) IN THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER,
 AB8437'SECTION 2, T39N, R14W, TOWN OF RUSK.  TO REACH THE STATION FROM THE
 AB8437'INTERSECTION OF COUNTY LINE ROAD AND STATE HIGHWAY 70 (AT THE BURNETT
 AB8437'AND WASHBURN COUNTY LINE) GO WEST ALONG STATE HIGHWAY 70 2.9 MI (4.7
 AB8437'KM) TO COUNTY ROAD H, GO NORTH ALONG COUNTY ROAD H 4.2 MI (6.8 KM) ,
 AB8437'CONTINUE EAST ALONG COUNTY ROAD G 1.9 MI (3.1 KM) .  THE STATION IS
 AB8437'LOCATED 111 FEET (33.8 M) NORTH OF INTERSECTION OF LIPSETT LAKE ROAD
 AB8437'AND COUNTY ROAD G, NEAR THE INTERSECTION OF COUNTY ROAD G AND COUNTY
 AB8437'ROAD A.  FIBERGLASS WITNESS POST SET 7.5 FEET (2.3 M) SOUTH OF THE
 AB8437'STATION.  THE STATION MARKER IS SET IN A 20 CM ROUND CONCRETE MONUMENT
 AB8437'12 CM BELOW GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP2195 ***********************************************************************
 PP2195  DESIGNATION -  DANIELSON
 PP2195  PID         -  PP2195
 PP2195  STATE/COUNTY-  WI/PEPIN
 PP2195  USGS QUAD   -  MAIDEN ROCK (1974)
 PP2195
 PP2195                         *CURRENT SURVEY CONTROL
 PP2195  ___________________________________________________________________
 PP2195* NAD 83(1991)-  44 31 45.57124(N)    092 17 31.02818(W)     ADJUSTED  
 PP2195* NAVD 88     -       340.     (meters)    1115.     (feet)  SCALED    
 PP2195  ___________________________________________________________________
 PP2195  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 PP2195  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 PP2195
 PP2195  HORZ ORDER  -  FIRST
 PP2195
 PP2195.The horizontal coordinates were established by classical geodetic methods
 PP2195.and adjusted by the National Geodetic Survey in March 1999..
 PP2195
 PP2195.The orthometric height was scaled from a topographic map.
 PP2195
 PP2195.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP2195
 PP2195.The geoid height was determined by GEOID03.
 PP2195
 PP2195;                    North         East     Units Scale Factor Converg.
 PP2195;SPC WI C     -    79,908.016   417,845.101   MT  0.99995893   -1 37 01.7
 PP2195;SPC WI C     -   262,164.88  1,370,880.14   sFT  0.99995893   -1 37 01.7
 PP2195;SPC MN S     -   271,343.753   935,751.732   MT  0.99992216   +1 11 50.0
 PP2195;UTM  15      - 4,930,910.361   556,260.005   MT  0.99963892   +0 29 47.6
 PP2195
 PP2195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP2195!SPC WI C     -   0.99995143  x   0.99995893  =   0.99991037
 PP2195!SPC MN S     -   0.99995143  x   0.99992216  =   0.99987360
 PP2195!UTM  15      -   0.99995143  x   0.99963892  =   0.99959037
 PP2195
 PP2195:                Primary Azimuth Mark                     Grid Az
 PP2195:SPC WI C     -  RASK                                     074 23 24.5
 PP2195:SPC MN S     -  RASK                                     071 34 32.8
 PP2195:UTM  15      -  RASK                                     072 16 35.2
 PP2195
 PP2195|---------------------------------------------------------------------|
 PP2195| PID    Reference Object                     Distance      Geod. Az  |
 PP2195|                                                           dddmmss.s |
 PP2195| PP2192 RASK                                APPROX. 7.2 KM 0724622.8 |
 PP2195|---------------------------------------------------------------------|
 PP2195
 PP2195                          SUPERSEDED SURVEY CONTROL
 PP2195
 PP2195  NAD 83(1991)-  44 31 45.56360(N)    092 17 31.02678(W) AD(       ) 1
 PP2195  NAD 83(1986)-  44 31 45.56225(N)    092 17 31.03010(W) AD(       ) 1
 PP2195  NAD 27      -  44 31 45.67900(N)    092 17 30.38800(W) AD(       ) 1
 PP2195
 PP2195.Superseded values are not recommended for survey control.
 PP2195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2195.See file dsdata.txt to determine how the superseded data were derived.
 PP2195
 PP2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK5626030910(NAD 83)
 PP2195_MARKER: P = PIPE CAP
 PP2195_SETTING: 0 = UNSPECIFIED SETTING
 PP2195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP2195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP2195+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2002
 PP2195
 PP2195  HISTORY     - Date     Condition        Report By
 PP2195  HISTORY     - 1895     MONUMENTED       MRC
 PP2195  HISTORY     - 1931     GOOD             CGS
 PP2195  HISTORY     - 1968     GOOD             MNHD
 PP2195  HISTORY     - 20020921 GOOD             USPSQD
 PP2195
 PP2195                          STATION DESCRIPTION
 PP2195
 PP2195'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 PP2195'ON EAST BANK OF LAKE PEPIN, 2 MILES ABOVE MAIDEN ROCK BLUFF, ABOUT
 PP2195'200 METERS (656 FEET) BACK FROM EDGE OF THE BLUFF, IN SMALL CLUMP
 PP2195'OF BRUSH AT EDGE OF FIELD, 4.1 METERS (13 FEET) NORTHEAST OF
 PP2195'WAGON ROAD, 4.6 METERS (15 FEET) SOUTH OF EAST-AND-WEST WIRE
 PP2195'FENCE, 11.8 METERS (39 FEET) SOUTH-SOUTHEAST OF LONE BIRCH TREE,
 PP2195'AND 6.2 METERS (20 FEET) SOUTHEAST OF EAST GATEPOST.  TO REACH
 PP2195'FROM POST OFFICE AT MAIDEN ROCK, GO SOUTH 1.7 MILES ON ROUTE 35
 PP2195'TO ROAD ON LEFT, TURN LEFT AND GO 0.6 MILE, TURN RIGHT ONTO
 PP2195'MAIN-TRAVELED ROAD WITH FOUR-WIRE TELEPHONE LINE, PROCEED 2.1
 PP2195'MILES TO ROAD ON RIGHT WITH ONE-WIRE TELEPHONE LINE, TURN
 PP2195'RIGHT AND GO 1.4 MILES TO FORKS AT TWO-STORY WHITE HOUSE
 PP2195'TRIMMED IN GREEN, TURN RIGHT, CONTINUE ON FARM ROAD BETWEEN
 PP2195'BARNS, AND GO NORTHWEST ACROSS FIELD TO GATEWAY IN
 PP2195'EAST-AND-WEST FENCE AT LONE 10-INCH BIRCH TREE AND STATION
 PP2195'SITE.  MARKED BY STANDARD MARK OF MISSISSIPPI RIVER
 PP2195'COMMISSION, BRASS CAP ON STEEL PIPE ABOVE AND COPPER BOLT IN
 PP2195'TILE BELOW.  TOP OF PIPE PROJECTS 8 INCHES ABOVE
 PP2195'GROUND.  BEARINGS FROM STATION TO FOLLOWING OBJECTS ARE--CATHOLIC
 PP2195'CHURCH, SPIRE, S 56 DEG 59 MIN W.  ELLSWORTH, WATER
 PP2195'TANK, N 34 DEG 04 MIN W.  AND ELLSWORTH, DOME, N 34 DEG 16 MIN W.
 PP2195
 PP2195                          STATION RECOVERY (1968)
 PP2195
 PP2195'RECOVERY NOTE BY MN HIGHWAY DEPT 1968 (DKH)
 PP2195'STATION RECOVERED IN GOOD CONDITION.  A NEW TO REACH DESCRIPTION
 PP2195'FOLLOWS--
 PP2195'
 PP2195'TO REACH FROM THE POST OFFICE IN MAIDEN ROCK GO SOUTH ON T.H.
 PP2195'35 FOR 1.2 MILES TO ROAD LEFT, TURN LEFT FOR 0.8 MILE TO WERE
 PP2195'ROAD TURNS RIGHT, CONTINUE ON ROAD FOR 1.8 MILES TO ROAD RIGHT,
 PP2195'TURN RIGHT AND GO FOR 1.4 MILES TO END OF ROAD AND STATION ABOUT
 PP2195'1000 FEET NW OF HOUSE ON HIGHEST HILL.
 PP2195
 PP2195                          STATION RECOVERY (2002)
 PP2195
 PP2195'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEH)
 PP2195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0911 ***********************************************************************
 OM0911  DESIGNATION -  DANVILLE
 OM0911  PID         -  OM0911
 OM0911  STATE/COUNTY-  WI/DODGE
 OM0911  USGS QUAD   -  ASTICO (1980)
 OM0911
 OM0911                         *CURRENT SURVEY CONTROL
 OM0911  ___________________________________________________________________
 OM0911* NAD 83(1991)-  43 19 17.55766(N)    088 57 25.49856(W)     ADJUSTED  
 OM0911* NAVD 88     -       268.     (meters)     879.     (feet)  SCALED    
 OM0911  ___________________________________________________________________
 OM0911  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 OM0911  GEOID HEIGHT-         -34.96  (meters)                     GEOID03
 OM0911
 OM0911  HORZ ORDER  -  THIRD
 OM0911
 OM0911.The horizontal coordinates were established by classical geodetic methods
 OM0911.and adjusted by the National Geodetic Survey in November 1991..
 OM0911
 OM0911.The orthometric height was scaled from a topographic map.
 OM0911
 OM0911.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0911
 OM0911.The geoid height was determined by GEOID03.
 OM0911
 OM0911;                    North         East     Units Scale Factor Converg.
 OM0911;SPC WI S     -   147,339.631   684,587.851   MT  0.99993351   +0 42 59.7
 OM0911;SPC WI S     -   483,396.77  2,246,018.64   sFT  0.99993351   +0 42 59.7
 OM0911;UTM  16      - 4,798,382.491   341,313.865   MT  0.99990976   -1 20 34.9
 OM0911
 OM0911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0911!SPC WI S     -   0.99996346  x   0.99993351  =   0.99989698
 OM0911!UTM  16      -   0.99996346  x   0.99990976  =   0.99987323
 OM0911
 OM0911:                Primary Azimuth Mark                     Grid Az
 OM0911:SPC WI S     -  DANVILLE AZ MK                           005 21 57.5
 OM0911:UTM  16      -  DANVILLE AZ MK                           007 25 32.1
 OM0911
 OM0911|---------------------------------------------------------------------|
 OM0911| PID    Reference Object                     Distance      Geod. Az  |
 OM0911|                                                           dddmmss.s |
 OM0911| CI8509 DANVILLE AZ MK                                     0060457.2 |
 OM0911| CI8510 DANVILLE RM 1                         9.955 METERS 08634     |
 OM0911| CI8511 DANVILLE RM 2                         7.188 METERS 26149     |
 OM0911| OM1030 COLUMBUS KURTHS BEER SERV STK       APPROX. 5.3 KM 2840445.5 |
 OM0911|---------------------------------------------------------------------|
 OM0911
 OM0911                          SUPERSEDED SURVEY CONTROL
 OM0911
 OM0911  NAD 83(1986)-  43 19 17.54996(N)    088 57 25.50450(W) AD(       ) 3
 OM0911  NAD 27      -  43 19 17.58270(N)    088 57 25.11860(W) AD(       ) 3
 OM0911
 OM0911.Superseded values are not recommended for survey control.
 OM0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0911.See file dsdata.txt to determine how the superseded data were derived.
 OM0911
 OM0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4131498382(NAD 83)
 OM0911_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0911
 OM0911  HISTORY     - Date     Condition        Report By
 OM0911  HISTORY     - 1958     MONUMENTED       CGS
 OM0911
 OM0911                          STATION DESCRIPTION
 OM0911
 OM0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM0911'THE STATION IS ABOUT 3 MILES EAST OF COLUMBIA, ABOUT 5 MILES
 OM0911'WEST NORTHWEST OF REESEVILLE AND IS IN THE SOUTH CENTER OF
 OM0911'THE NORTHEAST 1/4 SEC. 21, T 10 N, R 13 E, AND IS ON THE
 OM0911'PROPERTY OF MABLE GROTZKE ALONG THE SOUTHEAST EDGE OF A
 OM0911'CULTIVATED FIELD.  IT IS 3 FEET NORTH OF A FENCE, 68 FEET
 OM0911'NORTH OF THE CENTERLINE OF A PAVED ROAD, 117 FEET SOUTHWEST
 OM0911'OF THE SOUTHWEST CORNER OF A SCHOOL HOUSE AND 5 FEET NORTHWEST
 OM0911'OF A WHITE WITNESS POST.  THE MONUMENT IS 12 INCHES BELOW THE
 OM0911'SURFACE OF THE GROUND.  THE DISK IS STAMPED DANVILLE 1958.
 OM0911'
 OM0911'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 OM0911'151 AND U.S. HIGHWAY 16 IN COLUMBUS.  GO EAST ON U.S. HIGHWAY
 OM0911'16 FOR 3.2 MILES TO A SIDE ROAD RIGHT (COUNTY ROAD TT).  THE
 OM0911'AZIMUTH MARK IS IN THE SOUTHEAST ANGLE OF THIS.  TURN RIGHT
 OM0911'AND GO SOUTH ON COUNTY ROAD TT FOR 0.45 MILE TO A SIDE ROAD
 OM0911'RIGHT.  TURN RIGHT AND GO WEST ON A PAVED ROAD FOR 0.05
 OM0911'MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 OM0911'
 OM0911'REFERENCE MARK 1 IS 1 FOOT NORTH OF A FENCE, 29 FEET EAST
 OM0911'OF A WHITE WITNESS POST, 67 FEET NORTH OF THE CENTERLINE
 OM0911'OF A PAVED ROAD AND 87 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 OM0911'OF A SCHOOL HOUSE.  THE MONUMENT IS FLUSH AND THE DISK IS
 OM0911'STAMPED DANVILLE NO 1 1958.
 OM0911'
 OM0911'REFERENCE MARK 2 IS 1 FOOT NORTH OF A FENCE, 68 FEET NORTH
 OM0911'OF THE CENTERLINE OF A PAVED ROAD, 139 FEET SOUTHWEST OF THE
 OM0911'SOUTHWEST CORNER OF A SCHOOL HOUSE AND 26 FEET SOUTHEAST OF
 OM0911'A WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK
 OM0911'IS STAMPED DANVILLE NO 2 1958.
 OM0911'
 OM0911'THE AZIMUTH MARK IS 1 FOOT SOUTHWEST OF A WHITE WITNESS POST,
 OM0911'50 FEET SOUTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 16
 OM0911'AND COUNTY ROAD TT, 36 FEET EAST OF THE CENTERLINE OF COUNTY
 OM0911'ROAD TT AND 34 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY
 OM0911'16.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED DANVILLE 1958.
 OM0911'
 OM0911'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0277 ***********************************************************************
 NH0277  DESIGNATION -  DARIEN
 NH0277  PID         -  NH0277
 NH0277  STATE/COUNTY-  WI/WALWORTH
 NH0277  USGS QUAD   -  SHARON (1994)
 NH0277
 NH0277                         *CURRENT SURVEY CONTROL
 NH0277  ___________________________________________________________________
 NH0277* NAD 83(1991)-  42 36 06.56177(N)    088 42 30.42148(W)     ADJUSTED  
 NH0277* NAVD 88     -       287.963  (meters)     944.76   (feet)  ADJUSTED  
 NH0277  ___________________________________________________________________
 NH0277  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 NH0277  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 NH0277  DYNAMIC HT  -         287.876 (meters)     944.47  (feet)  COMP
 NH0277  MODELED GRAV-     980,310.8   (mgal)                       NAVD 88
 NH0277
 NH0277  HORZ ORDER  -  SECOND
 NH0277  VERT ORDER  -  FIRST     CLASS II
 NH0277
 NH0277.The horizontal coordinates were established by classical geodetic methods
 NH0277.and adjusted by the National Geodetic Survey in November 1991..
 NH0277
 NH0277.The orthometric height was determined by differential leveling
 NH0277.and adjusted by the National Geodetic Survey in June 1991..
 NH0277
 NH0277.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0277
 NH0277.The geoid height was determined by GEOID03.
 NH0277
 NH0277.The dynamic height is computed by dividing the NAVD 88
 NH0277.geopotential number by the normal gravity value computed on the
 NH0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0277.degrees latitude (g = 980.6199 gals.).
 NH0277
 NH0277.The modeled gravity was interpolated from observed gravity values.
 NH0277
 NH0277;                    North         East     Units Scale Factor Converg.
 NH0277;SPC WI S     -    67,678.782   705,990.527   MT  1.00002911   +0 53 14.7
 NH0277;SPC WI S     -   222,042.80  2,316,237.25   sFT  1.00002911   +0 53 14.7
 NH0277;UTM  16      - 4,718,014.037   359,849.448   MT  0.99984166   -1 09 23.9
 NH0277
 NH0277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0277!SPC WI S     -   0.99996014  x   1.00002911  =   0.99998925
 NH0277!UTM  16      -   0.99996014  x   0.99984166  =   0.99980180
 NH0277
 NH0277:                Primary Azimuth Mark                     Grid Az
 NH0277:SPC WI S     -  DOOR                                     243 47 21.2
 NH0277:UTM  16      -  DOOR                                     245 49 59.8
 NH0277
 NH0277|---------------------------------------------------------------------|
 NH0277| PID    Reference Object                     Distance      Geod. Az  |
 NH0277|                                                           dddmmss.s |
 NH0277| NH0273 DOOR                                APPROX. 4.9 KM 2444035.9 |
 NH0277| CI8512 DARIEN RM                            21.940 METERS 33842     |
 NH0277|---------------------------------------------------------------------|
 NH0277
 NH0277                          SUPERSEDED SURVEY CONTROL
 NH0277
 NH0277  NAD 83(1986)-  42 36 06.55837(N)    088 42 30.42653(W) AD(       ) 2
 NH0277  NAD 27      -  42 36 06.50500(N)    088 42 30.05000(W) AD(       ) 2
 NH0277  NGVD 29 (??/??/92)  288.022  (m)          944.95   (f) ADJ UNCH    1 2
 NH0277
 NH0277.Superseded values are not recommended for survey control.
 NH0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0277.See file dsdata.txt to determine how the superseded data were derived.
 NH0277
 NH0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5984918014(NAD 83)
 NH0277_MARKER: DS = TRIANGULATION STATION DISK
 NH0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0277_STAMPING: DARIEN 1920
 NH0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0277+STABILITY: SURFACE MOTION
 NH0277
 NH0277  HISTORY     - Date     Condition        Report By
 NH0277  HISTORY     - 1920     MONUMENTED       CGS
 NH0277  HISTORY     - 1930     GOOD             CGS
 NH0277  HISTORY     - 1935     GOOD             CGS
 NH0277  HISTORY     - 1960     GOOD             NGS
 NH0277  HISTORY     - 20060729 MARK NOT FOUND   USPSQD
 NH0277
 NH0277                          STATION DESCRIPTION
 NH0277
 NH0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH0277'STATION IS LOCATED AT DARIEN, ON THE S SIDE OF THE CHICAGO,
 NH0277'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD TRACK, 125 YARDS
 NH0277'W OF THE RAILROAD STATION, 4 YARDS N OF THE W SIDE OF THE SHED
 NH0277'OF THE BURKER COAL COMPANY, BETWEEN THE SIDE TRACK FOR THE
 NH0277'COAL SHED AND THE PASSING TRACK, AND 7.24 METERS (23.75 FEET)
 NH0277'S OF THE S AND NEAREST RAIL OF THE MAIN LINE.  SURFACE,
 NH0277'UNDERGROUND, AND REFERENCE MARKS ARE BRONZE TABLETS SET IN
 NH0277'CONCRETE AS DESCRIBED.  REFERENCE
 NH0277'MARK IS ON THE OPPOSITE SIDE OF THE TRACK, NEAR THE FENCE
 NH0277'LINE, 21.94 METERS (71.98 FEET) FROM THE STATION,
 NH0277'N 21 DEG 18 MIN W.
 NH0277
 NH0277                          STATION RECOVERY (1930)
 NH0277
 NH0277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 NH0277'STATION MARK FOUND AS DESCRIBED, COVERED WITH 1 FOOT OF CINDERS.
 NH0277'
 NH0277'UNDERGROUND MARK IS UNDOUBTEDLY IN GOOD CONDITION.
 NH0277'
 NH0277'THIS IS A TRAVERSE STATION.
 NH0277
 NH0277                          STATION RECOVERY (1935)
 NH0277
 NH0277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH0277'STATION RECOVERED IN GOOD CONDITION AS FOLLOWS--
 NH0277'
 NH0277'STATION IS ABOUT 125 YARDS SW OF THE RAILROAD STATION IN
 NH0277'DARIEN.  BETWEEN TWO SIDE TRACKS, SW OF THE MAIN TRACKS.
 NH0277'205 FEET SW OF THE CENTER LINE OF THE HIGHWAY AT THE CROSSING.
 NH0277'24 FEET SE OF THE SE RAIL OF THE MAIN TRACKS.  18 FEET NW
 NH0277'OF A COAL SHED (THERE IS A TRIANGLE PAINTED ON THE SHED AT
 NH0277'THIS POINT).  21 FEET N OF THE W CORNER OF THE COAL SHED.
 NH0277'MARKED AND SET 8 INCHES
 NH0277'UNDERGROUND.
 NH0277'
 NH0277'REFERENCE MARK WAS NOT SEARCHED FOR, BUT IS PROBABLY IN PLACE.
 NH0277'
 NH0277'THIS STATION WAS NOT OCCUPIED, BUT WAS USED AS AN AZIMUTH
 NH0277'FOR STATION DUNN (R.M.) 1920.
 NH0277
 NH0277                          STATION RECOVERY (1960)
 NH0277
 NH0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NH0277'AT DARIEN.
 NH0277'AT DARIEN, ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 NH0277'RAILROAD, ABOUT 10 RAILS SOUTHWEST OF THE SOUTHWEST END OF
 NH0277'THE STATION, 5 1/2 RAILS SOUTHWEST OF THE CENTER LINE OF THE
 NH0277'CROSSING WISCONSIN STREET, BETWEEN THE MAIN TRACK AND A SIDE
 NH0277'TRACK, 23 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN
 NH0277'TRACK, 5 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE SIDE TRACK,
 NH0277'20 FEET NORTH OF AND ACROSS THE SIDE TRACK FROM THE NORTHWEST
 NH0277'CORNER OF A COAL HOUSE AT THE BARKER LUMBER COMPANY, 21 1/2
 NH0277'FEET NORTH OF THE SECOND TELEPHONE POLE SOUTHWEST OF THE CROSSING,
 NH0277'1 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN TOP OF A
 NH0277'CONCRETE POST 1.4 FEET BELOW THE SURFACE OF THE GROUND.
 NH0277
 NH0277                          STATION RECOVERY (2006)
 NH0277
 NH0277'RECOVERY NOTE BY US POWER SQUADRON 2006
 NH0277'THE STATION WAS NOT FOUND.  THE PROPERTY REFERENCED IN THE 1960
 NH0277'DESCRIPTION IS NOW OCCUPIED BY FARM CITY ELEVATOR, INC.  THERE IS NO
 NH0277'COAL HOUSE, NO TELEPHONE POLES, AND THE GROUND BETWEEN THE TRACKS IS
 NH0277'FILLED WITH GRAVEL.  BUILDINGS HAVE BEEN REPLACED BY GRAIN ELEVATORS
 NH0277'ON BOTH SIDES OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1256 ***********************************************************************
 NH1256  DESIGNATION -  DARIEN DEAN MILK CO STACK
 NH1256  PID         -  NH1256
 NH1256  STATE/COUNTY-  WI/WALWORTH
 NH1256  USGS QUAD   -  SHARON (1994)
 NH1256
 NH1256                         *CURRENT SURVEY CONTROL
 NH1256  ___________________________________________________________________
 NH1256* NAD 83(1991)-  42 36 04.50188(N)    088 42 46.39682(W)     ADJUSTED  
 NH1256* NAVD 88     -                                                        
 NH1256  ___________________________________________________________________
 NH1256  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 NH1256  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 NH1256
 NH1256  HORZ ORDER  -  THIRD
 NH1256
 NH1256.The horizontal coordinates were established by classical geodetic methods
 NH1256.and adjusted by the National Geodetic Survey in November 1991..
 NH1256
 NH1256
 NH1256.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1256
 NH1256.The geoid height was determined by GEOID03.
 NH1256
 NH1256;                    North         East     Units Scale Factor Converg.
 NH1256;SPC WI S     -    67,609.595   705,627.368   MT  1.00002925   +0 53 03.8
 NH1256;SPC WI S     -   221,815.81  2,315,045.79   sFT  1.00002925   +0 53 03.8
 NH1256;SPC IL E     -   658,957.157   268,852.125   MT  0.99998693   -0 15 24.9
 NH1256;SPC IL E     - 2,161,928.61    882,059.01   sFT  0.99998693   -0 15 24.9
 NH1256;UTM  16      - 4,717,957.858   359,484.120   MT  0.99984293   -1 09 34.7
 NH1256
 NH1256                          SUPERSEDED SURVEY CONTROL
 NH1256
 NH1256  NAD 83(1986)-  42 36 04.49852(N)    088 42 46.40166(W) AD(       ) 4
 NH1256  NAD 27      -  42 36 04.44600(N)    088 42 46.02400(W) AD(       ) 3
 NH1256
 NH1256.Superseded values are not recommended for survey control.
 NH1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1256.See file dsdata.txt to determine how the superseded data were derived.
 NH1256
 NH1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5948417958(NAD 83)
 NH1256_MARKER: 63 = STACK
 NH1256
 NH1256  HISTORY     - Date     Condition        Report By
 NH1256  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1256  HISTORY     - 1957     GOOD             CGS
 NH1256  HISTORY     - 20021215 GOOD             USPSQD
 NH1256
 NH1256                          STATION DESCRIPTION
 NH1256
 NH1256'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1256'THIS STATION IS THE STACK AT THE UNITED MILK PRODUCTS COMPANY,
 NH1256'IN THE NORTHERN PART OF THE VILLAGE OF DARIEN, WISCONSIN.
 NH1256'IT IS LOCATED ABOUT 90 FEET WEST OF THE MAIN NORTH-AND-SOUTH
 NH1256'STREET (U.S. ROUTE 14), AND ABOUT 145 FEET NORTH OF THE UNDERPASS
 NH1256'UNDER THE C.M. AND ST. P.R.R.  THE TANK SETS UP ON A MOUND.
 NH1256'IT WAS ERECTED IN 1909 AND IS FAIRLY PROMINENT.
 NH1256'
 NH1256'THE STACK IS A RED BRICK STRUCTURE AT THE NORTHEAST END OF
 NH1256'A RED BRICK BUILDING.  IT IS ABOUT 16 FEET IN DIAMETER AT THE
 NH1256'BASE, ABOUT 8 FEET IN DIAMETER AT THE TOP, AND ABOUT 145 FEET
 NH1256'HIGH.  IT HAS A FLAIR AT THE TOP.
 NH1256
 NH1256                          STATION RECOVERY (1957)
 NH1256
 NH1256'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1256'THE STATION IS THE CENTER OF THE TOP OF THE STACK.  IT IS A
 NH1256'RED BRICK STACK ATTACHED TO THE NORTH END OF THE BUILDING
 NH1256'AND IS 90 FEET HIGH.
 NH1256'
 NH1256'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14
 NH1256'AND STATE HIGHWAY 15 IN THE SOUTHEAST BUSINESS SECTION OF
 NH1256'DARIEN, GO WEST ON HIGHWAY 14 FOR 0.2 MILE TO THE STATION
 NH1256'ON THE LEFT.
 NH1256'
 NH1256'THIS IS THE SAME STATION STATION AS LOCATED IN 1935.
 NH1256
 NH1256                          STATION RECOVERY (2002)
 NH1256
 NH1256'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 NH1256'RECOVERED IN GOOD CONDITION.  THE SITE IS NOW OWNED BY CHANEY TIRE
 NH1256'SERVICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9664 ***********************************************************************
 DF9664  DESIGNATION -  DARIEN E GPS
 DF9664  PID         -  DF9664
 DF9664  STATE/COUNTY-  WI/WALWORTH
 DF9664  USGS QUAD   -  SHARON (1994)
 DF9664
 DF9664                         *CURRENT SURVEY CONTROL
 DF9664  ___________________________________________________________________
 DF9664* NAD 83(1997)-  42 37 09.38998(N)    088 40 20.83453(W)     ADJUSTED  
 DF9664* NAVD 88     -       284.087  (meters)     932.04   (feet)  ADJUSTED  
 DF9664  ___________________________________________________________________
 DF9664  X           -     108,909.850 (meters)                     COMP
 DF9664  Y           -  -4,699,617.370 (meters)                     COMP
 DF9664  Z           -   4,296,643.438 (meters)                     COMP
 DF9664  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 DF9664  ELLIP HEIGHT-         250.22  (meters)          (04/02/04) GPS OBS
 DF9664  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 DF9664  DYNAMIC HT  -         284.002 (meters)     931.76  (feet)  COMP
 DF9664  MODELED GRAV-     980,313.3   (mgal)                       NAVD 88
 DF9664
 DF9664  HORZ ORDER  -  FIRST
 DF9664  VERT ORDER  -  SECOND    CLASS I
 DF9664  ELLP ORDER  -  FOURTH    CLASS I
 DF9664
 DF9664.The horizontal coordinates were established by GPS observations
 DF9664.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DF9664
 DF9664.The orthometric height was determined by differential leveling
 DF9664.and adjusted by the National Geodetic Survey in February 2004..
 DF9664
 DF9664.Photographs are available for this station.
 DF9664
 DF9664.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9664
 DF9664.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9664
 DF9664.The ellipsoidal height was determined by GPS observations
 DF9664.and is referenced to NAD 83.
 DF9664
 DF9664.The geoid height was determined by GEOID03.
 DF9664
 DF9664.The dynamic height is computed by dividing the NAVD 88
 DF9664.geopotential number by the normal gravity value computed on the
 DF9664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9664.degrees latitude (g = 980.6199 gals.).
 DF9664
 DF9664.The modeled gravity was interpolated from observed gravity values.
 DF9664
 DF9664;                    North         East     Units Scale Factor Converg.
 DF9664;SPC WI S     -    69,663.669   708,913.446   MT  1.00002495   +0 54 43.8
 DF9664;SPC WI S     -   228,554.89  2,325,826.86   sFT  1.00002495   +0 54 43.8
 DF9664;UTM  16      - 4,719,893.029   362,840.746   MT  0.99983146   -1 07 57.5
 DF9664
 DF9664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9664!SPC WI S     -   0.99996076  x   1.00002495  =   0.99998571
 DF9664!UTM  16      -   0.99996076  x   0.99983146  =   0.99979223
 DF9664
 DF9664                          SUPERSEDED SURVEY CONTROL
 DF9664
 DF9664  NAVD 88 (04/02/04)  284.09   (m)          932.1    (f) LEVELING    3  
 DF9664
 DF9664.Superseded values are not recommended for survey control.
 DF9664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9664.See file dsdata.txt to determine how the superseded data were derived.
 DF9664
 DF9664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6284119893(NAD 83)
 DF9664_MARKER: DD = SURVEY DISK
 DF9664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9664_STAMPING: DARIEN E GPS 2002
 DF9664_MARK LOGO: WIDT  
 DF9664_PROJECTION: FLUSH
 DF9664_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9664+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9664
 DF9664  HISTORY     - Date     Condition        Report By
 DF9664  HISTORY     - 2001     MONUMENTED       WIDT
 DF9664
 DF9664                          STATION DESCRIPTION
 DF9664
 DF9664'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9664'THE STATION IS LOCATED ABOUT 26 KM EAST-SOUTHEAST OF JANESVILLE, 24
 DF9664'KM SOUTH-SOUTHEAST OF WHITEWATER, AND 12 KM SOUTHWEST OF ELKHORN.
 DF9664'OWNERSHIP--WALWORTH COUNTY. TO REACH THE STATION FROM THE JUNCTION OF
 DF9664'INTERSTATE HIGHWAY 43 WITH US HIGHWAY 14 ABOUT 7 KM SOUTHWEST OF THE
 DF9664'CITY OF DELAVAN, GO EAST ON INTERSTATE HIGHWAY 43 FOR 4.0 KM TO
 DF9664'COUNTY HIGHWAY X (EXIT 17), TURN RIGHT AND GO SOUTHEAST ON THE
 DF9664'OFF-RAMP FOR 0.4 KM TO THE STATION ON THE LEFT. THE STATION IS A
 DF9664'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9664'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9664'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT. THE
 DF9664'STATION IS 29.7 M WEST-NORTHWEST OF THE CENTERLINE OF COUNTY HIGHWAY
 DF9664'X SOUTHBOUND LANES, 38.4 M EAST-NORTHEAST OF A WOOD POST FOR A --DO
 DF9664'NOT ENTER- SIGN, AND 21.3 M NORTH-NORTHEAST OF THE CENTERLINE OF
 DF9664'INTERSTATE HIGHWAY 43 ON-RAMP. ---NOTE---THE STATION IS NORTH, EAST
 DF9664'AND WEST OF THREE ORANGE 4X4 PLASTIC WITNESS POSTS. ---NOTE2---THIS
 DF9664'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DF9664'ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4851 ***********************************************************************
 DG4851  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4851  DESIGNATION -  DARIEN N GPS
 DG4851  PID         -  DG4851
 DG4851  STATE/COUNTY-  WI/WALWORTH
 DG4851  USGS QUAD   -  DELAVAN (1986)
 DG4851
 DG4851                         *CURRENT SURVEY CONTROL
 DG4851  ___________________________________________________________________
 DG4851* NAD 83(1997)-  42 38 59.71509(N)    088 44 33.22883(W)     ADJUSTED  
 DG4851* NAVD 88     -       291.04   (meters)     954.9    (feet)  GPS OBS   
 DG4851  ___________________________________________________________________
 DG4851  X           -     103,108.631 (meters)                     COMP
 DG4851  Y           -  -4,697,446.918 (meters)                     COMP
 DG4851  Z           -   4,299,152.793 (meters)                     COMP
 DG4851  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 DG4851  ELLIP HEIGHT-         257.22  (meters)          (04/02/04) GPS OBS
 DG4851  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 DG4851
 DG4851  HORZ ORDER  -  FIRST
 DG4851  ELLP ORDER  -  FOURTH    CLASS I
 DG4851
 DG4851.The horizontal coordinates were established by GPS observations
 DG4851.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4851
 DG4851.The orthometric height was determined by GPS observations and a
 DG4851.high-resolution geoid model using precise GPS observation and
 DG4851.processing techniques.
 DG4851
 DG4851.Photographs are available for this station.
 DG4851
 DG4851.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4851
 DG4851.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4851
 DG4851.The ellipsoidal height was determined by GPS observations
 DG4851.and is referenced to NAD 83.
 DG4851
 DG4851.The geoid height was determined by GEOID03.
 DG4851
 DG4851;                    North         East     Units Scale Factor Converg.
 DG4851;SPC WI S     -    72,978.516   703,110.691   MT  1.00001786   +0 51 50.4
 DG4851;SPC WI S     -   239,430.35  2,306,788.99   sFT  1.00001786   +0 51 50.4
 DG4851;UTM  16      - 4,723,412.179   357,160.986   MT  0.99985102   -1 10 50.9
 DG4851
 DG4851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4851!SPC WI S     -   0.99995966  x   1.00001786  =   0.99997752
 DG4851!UTM  16      -   0.99995966  x   0.99985102  =   0.99981069
 DG4851
 DG4851                          SUPERSEDED SURVEY CONTROL
 DG4851
 DG4851.No superseded survey control is available for this station.
 DG4851
 DG4851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5716123412(NAD 83)
 DG4851_MARKER: DD = SURVEY DISK
 DG4851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4851_STAMPING: DARIEN N GPS 2002
 DG4851_MARK LOGO: WIDT  
 DG4851_PROJECTION: FLUSH
 DG4851_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4851+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4851
 DG4851  HISTORY     - Date     Condition        Report By
 DG4851  HISTORY     - 2001     MONUMENTED       WIDT
 DG4851
 DG4851                          STATION DESCRIPTION
 DG4851
 DG4851'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4851'THE STATION IS LOCATED ABOUT 28 KM NORTHEAST OF BELOIT, 23 KM
 DG4851'EAST-SOUTHEAST OF JANESVILLE AND 16 KM WEST-SOUTHWEST OF ELKHORN.
 DG4851'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DG4851'STATION FROM THE JUNCTION OF US HIGHWAY 14 WITH STATE HIGHWAY 11 EAST
 DG4851'AND STATE HIGHWAY 89 NORTH ABOUT 8 KM WEST-NORTHWEST OF THE CITY OF
 DG4851'DELAVAN, GO SOUTH ON US HIGHWAY 14 FOR 0.2 KM TO THE STATION ON THE
 DG4851'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DG4851'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DG4851'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH
 DG4851'THE HIGHWAY PAVEMENT.  THE STATION IS 14.8 M EAST OF THE CENTERLINE OF
 DG4851'US HIGHWAY 14, 1.4 KM NORTH OF CHRISTIE ROAD, 75 M NORTH OF
 DG4851'WESTERNMOST WOOD POST FOR A --WEST 14 WEST 11 NORTH 89 EAST 11-- SIGN,
 DG4851'71 M SOUTH OF EASTERNMOST WOOD POST FOR A --WHITEWATER, JANESVILLE,
 DG4851'DELAVAN-- SIGN, AND 1 M WEST OF A CULTIVATED FIELD.  ---NOTE---THE
 DG4851'STATION IS NORTHWEST, SOUTHWEST AND EAST OF THREE ORANGE 4X4 PLASTIC
 DG4851'WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DG4851'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DG4851' 
 DG4851'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5430 ***********************************************************************
 DH5430  DESIGNATION -  DARLING GPS
 DH5430  PID         -  DH5430
 DH5430  STATE/COUNTY-  WI/LA CROSSE
 DH5430  USGS QUAD   -  MIDDLE RIDGE (1983)
 DH5430
 DH5430                         *CURRENT SURVEY CONTROL
 DH5430  ___________________________________________________________________
 DH5430* NAD 83(1997)-  43 50 17.20352(N)    090 59 24.56806(W)     ADJUSTED  
 DH5430* NAVD 88     -                                                        
 DH5430  ___________________________________________________________________
 DH5430  X           -     -79,631.376 (meters)                     COMP
 DH5430  Y           -  -4,607,434.888 (meters)                     COMP
 DH5430  Z           -   4,395,297.895 (meters)                     COMP
 DH5430  LAPLACE CORR-          -7.51  (seconds)                    DEFLEC99
 DH5430  ELLIP HEIGHT-         235.37  (meters)          (08/01/05) GPS OBS
 DH5430  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 DH5430
 DH5430  HORZ ORDER  -  FIRST
 DH5430  ELLP ORDER  -  SECOND    CLASS I
 DH5430
 DH5430.The horizontal coordinates were established by GPS observations
 DH5430.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5430
 DH5430
 DH5430.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5430
 DH5430.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5430
 DH5430.The ellipsoidal height was determined by GPS observations
 DH5430.and is referenced to NAD 83.
 DH5430
 DH5430.The geoid height was determined by GEOID03.
 DH5430
 DH5430;                    North         East     Units Scale Factor Converg.
 DH5430;SPC WI S     -   204,672.847   520,372.524   MT  0.99996158   -0 40 49.2
 DH5430;SPC WI S     -   671,497.50  1,707,255.52   sFT  0.99996158   -0 40 49.2
 DH5430;UTM  15      - 4,855,855.811   661,576.202   MT  0.99992111   +1 23 32.5
 DH5430
 DH5430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5430!SPC WI S     -   0.99996309  x   0.99996158  =   0.99992467
 DH5430!UTM  15      -   0.99996309  x   0.99992111  =   0.99988421
 DH5430
 DH5430                          SUPERSEDED SURVEY CONTROL
 DH5430
 DH5430.No superseded survey control is available for this station.
 DH5430
 DH5430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ6157655856(NAD 83)
 DH5430_MARKER: DD = SURVEY DISK
 DH5430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5430_STAMPING: DARLING GPS 1994
 DH5430_MARK LOGO: WI-063
 DH5430_PROJECTION: FLUSH
 DH5430_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5430+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2003
 DH5430
 DH5430  HISTORY     - Date     Condition        Report By
 DH5430  HISTORY     - 1994     MONUMENTED       WI-063
 DH5430  HISTORY     - 20030226 GOOD             WIDT
 DH5430
 DH5430                          STATION DESCRIPTION
 DH5430
 DH5430'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5430'OWNERSHIP--TOWNSHIP OF BANGOR.  TO REACH THE STATION FROM THE JUNCTION
 DH5430'OF STATE  HIGHWAY 33 WITH STATE HIGHWAY 162 NORTH ABOUT 7 MI
 DH5430'SOUTH-SOUTHEAST OF THE VILLAGE OF  BANGOR, GO NORTH ON STATE HIGHWAY
 DH5430'162 FOR 4.5 MI TO DARLING ROAD ON THE LEFT, TURN LEFT  AND GO
 DH5430'SOUTH-SOUTHWEST ON DARLING ROAD FOR 1.2 MI TO THE STATION ON THE LEFT.
 DH5430'THE  STATION IS A BRONZE MONROE COUNTY GEODETIC CONTROL MARKER SET IN
 DH5430'THE TOP OF A 26-CM  DIAMETER CONCRETE POST ABOUT 1.5 M ABOVE THE ROAD
 DH5430'PAVEMENT.  THE STATION IS 8 M EAST OF  THE CENTERLINE OF DARLING ROAD,
 DH5430'24 M NORTH OF THE CENTERLINE OF PRIVATE ENTRANCE  --N3292-- , 5 M WEST
 DH5430'OF A CULTIVATED FIELD, AND 0.1 M SOUTH OF A GREEN METAL WITNESS POST.
 DH5430'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH5430'THAN 15 DEGREES  ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5214 ***********************************************************************
 DH5214  DESIGNATION -  DARLINGTON E GPS
 DH5214  PID         -  DH5214
 DH5214  STATE/COUNTY-  WI/LAFAYETTE
 DH5214  USGS QUAD   -  DARLINGTON (1962)
 DH5214
 DH5214                         *CURRENT SURVEY CONTROL
 DH5214  ___________________________________________________________________
 DH5214* NAD 83(1997)-  42 38 26.16982(N)    090 02 16.94364(W)     ADJUSTED  
 DH5214* NAVD 88     -                                                        
 DH5214  ___________________________________________________________________
 DH5214  X           -      -3,119.932 (meters)                     COMP
 DH5214  Y           -  -4,699,247.523 (meters)                     COMP
 DH5214  Z           -   4,298,362.726 (meters)                     COMP
 DH5214  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 DH5214  ELLIP HEIGHT-         214.93  (meters)          (08/01/05) GPS OBS
 DH5214  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 DH5214
 DH5214  HORZ ORDER  -  FIRST
 DH5214  ELLP ORDER  -  SECOND    CLASS I
 DH5214
 DH5214.The horizontal coordinates were established by GPS observations
 DH5214.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5214
 DH5214
 DH5214.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5214
 DH5214.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5214
 DH5214.The ellipsoidal height was determined by GPS observations
 DH5214.and is referenced to NAD 83.
 DH5214
 DH5214.The geoid height was determined by GEOID03.
 DH5214
 DH5214;                    North         East     Units Scale Factor Converg.
 DH5214;SPC WI S     -    71,166.655   596,880.111   MT  1.00001999   -0 01 34.1
 DH5214;SPC WI S     -   233,485.93  1,958,264.16   sFT  1.00001999   -0 01 34.1
 DH5214;UTM  15      - 4,725,159.483   742,835.874   MT  1.00032556   +2 00 26.6
 DH5214;UTM  16      - 4,725,380.934   250,926.253   MT  1.00036332   -2 03 32.5
 DH5214
 DH5214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5214!SPC WI S     -   0.99996629  x   1.00001999  =   0.99998628
 DH5214!UTM  15      -   0.99996629  x   1.00032556  =   1.00029184
 DH5214!UTM  16      -   0.99996629  x   1.00036332  =   1.00032960
 DH5214
 DH5214                          SUPERSEDED SURVEY CONTROL
 DH5214
 DH5214.No superseded survey control is available for this station.
 DH5214
 DH5214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH4283625159(NAD 83)
 DH5214_MARKER: DD = SURVEY DISK
 DH5214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5214_STAMPING: DARLINGTON E GPS 2004
 DH5214_MARK LOGO: WIDT  
 DH5214_PROJECTION: FLUSH
 DH5214_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5214+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5214
 DH5214  HISTORY     - Date     Condition        Report By
 DH5214  HISTORY     - 2003     MONUMENTED       WIDT
 DH5214
 DH5214                          STATION DESCRIPTION
 DH5214
 DH5214'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5214'OWNERSHIP--TOWN OF DARLINGTON.  TO REACH THE STATION FROM THE JUNCTION
 DH5214'OF STATE  HIGHWAY 78 WITH COUNTY HIGHWAY D ABOUT 6 MI SOUTHWEST OF THE
 DH5214'VILLAGE OF ARGYLE, GO  WEST ON STATE HIGHWAY 78 FOR 1.0 MI TO COUNTY
 DH5214'HIGHWAY M ON THE RIGHT AND WALNUT ROAD  AHEAD, GO WEST ON WALNUT ROAD
 DH5214'FOR 3.5 MI TO PECATONICA ROAD ON THE LEFT, CONTINUE  WEST, THEN NORTH
 DH5214'ON WALNUT ROAD FOR O.3 MI TO THE STATION ON THE RIGHT.  THE STATION IS
 DH5214'A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DH5214'CONTROL STATION  DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DH5214'ABOUT LEVEL WITH THE ROAD  PAVEMENT.  THE STATION IS 12.0 M EAST OF
 DH5214'THE CENTERLINE OF WALNUT ROAD, 5 M SOUTH OF THE  CENTERLINE OF A FIELD
 DH5214'ENTRANCE, 1.7 M WEST OF A FENCE, 1.0 M SOUTH-SOUTHEAST OF AN  ORANGE
 DH5214'4X4 PLASTIC WITNESS POST, 0.9 M NORTH-NORTHEAST OF AN ORANGE 4X4
 DH5214'PLASTIC  WITNESS POST, AND 0.9 M WEST OF AN ORANGE4X4 PLASTIC WITNESS
 DH5214'POST.  ---NOTE---THIS STATION  HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DH5214'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5215 ***********************************************************************
 DH5215  DESIGNATION -  DARLINGTON GPS
 DH5215  PID         -  DH5215
 DH5215  STATE/COUNTY-  WI/LAFAYETTE
 DH5215  USGS QUAD   -  DARLINGTON (1962)
 DH5215
 DH5215                         *CURRENT SURVEY CONTROL
 DH5215  ___________________________________________________________________
 DH5215* NAD 83(1997)-  42 40 30.81068(N)    090 04 58.65757(W)     ADJUSTED  
 DH5215* NAVD 88     -                                                        
 DH5215  ___________________________________________________________________
 DH5215  X           -      -6,800.421 (meters)                     COMP
 DH5215  Y           -  -4,696,638.483 (meters)                     COMP
 DH5215  Z           -   4,301,192.296 (meters)                     COMP
 DH5215  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 DH5215  ELLIP HEIGHT-         216.44  (meters)          (08/01/05) GPS OBS
 DH5215  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 DH5215
 DH5215  HORZ ORDER  -  FIRST
 DH5215  ELLP ORDER  -  SECOND    CLASS I
 DH5215
 DH5215.The horizontal coordinates were established by GPS observations
 DH5215.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5215
 DH5215
 DH5215.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5215
 DH5215.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5215
 DH5215.The ellipsoidal height was determined by GPS observations
 DH5215.and is referenced to NAD 83.
 DH5215
 DH5215.The geoid height was determined by GEOID03.
 DH5215
 DH5215;                    North         East     Units Scale Factor Converg.
 DH5215;SPC WI S     -    75,015.461   593,199.725   MT  1.00001222   -0 03 25.2
 DH5215;SPC WI S     -   246,113.22  1,946,189.43   sFT  1.00001222   -0 03 25.2
 DH5215;UTM  15      - 4,728,876.320   739,020.041   MT  1.00030293   +1 58 41.6
 DH5215;UTM  16      - 4,729,359.327   247,383.477   MT  1.00038519   -2 05 27.1
 DH5215
 DH5215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5215!SPC WI S     -   0.99996606  x   1.00001222  =   0.99997828
 DH5215!UTM  15      -   0.99996606  x   1.00030293  =   1.00026898
 DH5215!UTM  16      -   0.99996606  x   1.00038519  =   1.00035123
 DH5215
 DH5215                          SUPERSEDED SURVEY CONTROL
 DH5215
 DH5215.No superseded survey control is available for this station.
 DH5215
 DH5215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH3902028876(NAD 83)
 DH5215_MARKER: DD = SURVEY DISK
 DH5215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5215_STAMPING: DARLINGTON GPS 2004
 DH5215_MARK LOGO: WIDT  
 DH5215_PROJECTION: FLUSH
 DH5215_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5215+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5215
 DH5215  HISTORY     - Date     Condition        Report By
 DH5215  HISTORY     - 2003     MONUMENTED       WIDT
 DH5215
 DH5215                          STATION DESCRIPTION
 DH5215
 DH5215'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5215'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH5215'STATION FROM THE  JUNCTION OF STATE HIGHWAY 23 WITH STATE HIGHWAY 81
 DH5215'EAST AT THE INTERSECTION OF MAIN  STREET WITH LOUISA STREET IN THE
 DH5215'CITY DARLINGTON, GO EASTERLY ON STATE HIGHWAY 81  (LOUISA STREET) FOR
 DH5215'1.2 MI TO WILDCAT ROAD ON THE LEFT, CONTINUE SOUTHEAST ON STATE
 DH5215'HIGHWAY 81 FOR 1.0 MI TO THE STATION ON THE RIGHT.  THE STATION IS A
 DH5215'BRONZE WISCONSIN  DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DH5215'STATION DISK SET IN THE TOP OF  A 41-CM DIAMETER CONCRETE POST ABOUT
 DH5215'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS  16.5 M SOUTH OF THE
 DH5215'CENTERLINE OF STATE HIGHWAY 81, 33.8 M SOUTHEAST OF POWER POLE --2-3-1
 DH5215'28/27--, 23 M EAST OF THE EXTENDED CENTERLINE OF A FIELD ENTRANCE, 1.6
 DH5215'M NORTH OF A YELLOW  4X4 PLASTIC --R/W-- WITNESS POST, 1.0 M SOUTHEAST
 DH5215'OF AN ORANGE 4X4 WITNESS POST, 1.0 M  SOUTHWEST OF AN ORANGE 4X4
 DH5215'PLASTIC WITNESS POST, AND 0.9 M NORTH OF AN ORANGE 4X4  PLASTIC
 DH5215'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH5215'EXTENDING HIGHER  THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5023 ***********************************************************************
 DH5023  DESIGNATION -  DARLINGTON S GPS
 DH5023  PID         -  DH5023
 DH5023  STATE/COUNTY-  WI/LAFAYETTE
 DH5023  USGS QUAD   -  CALAMINE (1952)
 DH5023
 DH5023                         *CURRENT SURVEY CONTROL
 DH5023  ___________________________________________________________________
 DH5023* NAD 83(1997)-  42 38 30.27509(N)    090 07 54.43160(W)     ADJUSTED  
 DH5023* NAVD 88     -                                                        
 DH5023  ___________________________________________________________________
 DH5023  X           -     -10,808.652 (meters)                     COMP
 DH5023  Y           -  -4,699,182.261 (meters)                     COMP
 DH5023  Z           -   4,298,485.334 (meters)                     COMP
 DH5023  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 DH5023  ELLIP HEIGHT-         258.36  (meters)          (08/01/05) GPS OBS
 DH5023  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 DH5023
 DH5023  HORZ ORDER  -  FIRST
 DH5023  ELLP ORDER  -  SECOND    CLASS I
 DH5023
 DH5023.The horizontal coordinates were established by GPS observations
 DH5023.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5023
 DH5023
 DH5023.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5023
 DH5023.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5023
 DH5023.The ellipsoidal height was determined by GPS observations
 DH5023.and is referenced to NAD 83.
 DH5023
 DH5023.The geoid height was determined by GEOID03.
 DH5023
 DH5023;                    North         East     Units Scale Factor Converg.
 DH5023;SPC WI S     -    71,301.164   589,191.567   MT  1.00001973   -0 05 26.0
 DH5023;SPC WI S     -   233,927.24  1,933,039.33   sFT  1.00001973   -0 05 26.0
 DH5023;UTM  15      - 4,725,020.985   735,145.225   MT  1.00028033   +1 56 37.9
 DH5023
 DH5023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5023!SPC WI S     -   0.99995948  x   1.00001973  =   0.99997921
 DH5023!UTM  15      -   0.99995948  x   1.00028033  =   1.00023980
 DH5023
 DH5023                          SUPERSEDED SURVEY CONTROL
 DH5023
 DH5023.No superseded survey control is available for this station.
 DH5023
 DH5023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH3514525021(NAD 83)
 DH5023_MARKER: DD = SURVEY DISK
 DH5023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5023_STAMPING: DARLINGTON S GPS 2004
 DH5023_MARK LOGO: WIDT  
 DH5023_PROJECTION: FLUSH
 DH5023_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5023+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2005
 DH5023
 DH5023  HISTORY     - Date     Condition        Report By
 DH5023  HISTORY     - 200306   MONUMENTED       WIDT
 DH5023  HISTORY     - 20051227 GOOD             WIDT
 DH5023
 DH5023                          STATION DESCRIPTION
 DH5023
 DH5023'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5023'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH5023'STATION FROM THE  JUNCTION OF STATE HIGHWAY 11 WITH STATE HIGHWAY 23
 DH5023'NORTH AND COUNTY HIGHWAY P SOUTH  ABOUT 5 MI EAST OF THE CITY OF
 DH5023'SHULLSBURG, GO NORTH ON STATE HIGHWAY 23 FOR 3.0 MI TO  DUBLIN ROAD ON
 DH5023'THE RIGHT, CONTINUE NORTH ON STATE HIGHWAY 23 FOR 1.2 MI TO THE
 DH5023'STATION  ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH5023'TRANSPORTATION GEODETIC  SURVEY CONTROL STATION DISK, SET IN THE TOP
 DH5023'OF A 41-CM DIAMETER CONCRETE POST AND ABOUT  0.5 M ABOVE THE HIGHWAY
 DH5023'PAVEMENT.  THE STATION IS 16.8 M WEST OF THE CENTERLINE OF STATE
 DH5023'HIGHWAY 23, 73.4 M SOUTHWEST OF POWER POLE --2-3-15 3/10--, 60.4 M
 DH5023'NORTHWEST OF A WOOD  POST FOR A --JCT COUNTY E-- SIGN, 3 M EAST OF A
 DH5023'CULTIVATED FIELD, AND 1.0 M EAST, SOUTHWEST  AND NORTH-NORTHWEST OF
 DH5023'THREE ORANGE 4X4 PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION  HAS
 DH5023'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH5023'HORIZON.
 DH5023
 DH5023                          STATION RECOVERY (2005)
 DH5023
 DH5023'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5023'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5252 ***********************************************************************
 DH5252  DESIGNATION -  DARLINGTON W GPS
 DH5252  PID         -  DH5252
 DH5252  STATE/COUNTY-  WI/LAFAYETTE
 DH5252  USGS QUAD   -  CALAMINE (1952)
 DH5252
 DH5252                         *CURRENT SURVEY CONTROL
 DH5252  ___________________________________________________________________
 DH5252* NAD 83(1997)-  42 40 59.37223(N)    090 10 53.69852(W)     ADJUSTED  
 DH5252* NAVD 88     -                                                        
 DH5252  ___________________________________________________________________
 DH5252  X           -     -14,882.925 (meters)                     COMP
 DH5252  Y           -  -4,696,068.988 (meters)                     COMP
 DH5252  Z           -   4,301,883.249 (meters)                     COMP
 DH5252  LAPLACE CORR-          -4.32  (seconds)                    DEFLEC99
 DH5252  ELLIP HEIGHT-         279.88  (meters)          (08/01/05) GPS OBS
 DH5252  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 DH5252
 DH5252  HORZ ORDER  -  FIRST
 DH5252  ELLP ORDER  -  SECOND    CLASS I
 DH5252
 DH5252.The horizontal coordinates were established by GPS observations
 DH5252.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5252
 DH5252
 DH5252.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5252
 DH5252.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5252
 DH5252.The ellipsoidal height was determined by GPS observations
 DH5252.and is referenced to NAD 83.
 DH5252
 DH5252.The geoid height was determined by GEOID03.
 DH5252
 DH5252;                    North         East     Units Scale Factor Converg.
 DH5252;SPC WI S     -    75,909.626   585,117.558   MT  1.00001049   -0 07 29.2
 DH5252;SPC WI S     -   249,046.83  1,919,673.19   sFT  1.00001049   -0 07 29.2
 DH5252;UTM  15      - 4,729,482.975   730,909.038   MT  1.00025603   +1 54 41.7
 DH5252
 DH5252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5252!SPC WI S     -   0.99995611  x   1.00001049  =   0.99996660
 DH5252!UTM  15      -   0.99995611  x   1.00025603  =   1.00021213
 DH5252
 DH5252                          SUPERSEDED SURVEY CONTROL
 DH5252
 DH5252.No superseded survey control is available for this station.
 DH5252
 DH5252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH3090929483(NAD 83)
 DH5252_MARKER: DD = SURVEY DISK
 DH5252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5252_STAMPING: DARLINGTON W GPS 2004
 DH5252_MARK LOGO: WIDT  
 DH5252_PROJECTION: FLUSH
 DH5252_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5252+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5252
 DH5252  HISTORY     - Date     Condition        Report By
 DH5252  HISTORY     - 2003     MONUMENTED       WIDT
 DH5252
 DH5252                          STATION DESCRIPTION
 DH5252
 DH5252'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5252'OWNERSHIP--TOWN OF DARLINGTON.  TO REACH THE STATION FROM THE JUNCTION
 DH5252'OF STATE  HIGHWAY 23 AND STATE HIGHWAY 81 WITH COUNTY HIGHWAY F (WEST
 DH5252'RIVER STREET) AND EAST  RIVER STREET IN THE CITY OF DARLINGTON, GO
 DH5252'NORTHWEST THEN WEST ON COUNTY HIGHWAY F  (WEST RIVER STREET) FOR 1.4
 DH5252'MI TO COUNTY HIGHWAY F ON THE LEFT AND COUNTY HIGHWAY Z  STRAIGHT
 DH5252'AHEAD, TURN LEFT AND GO WEST-SOUTHWEST ON COUNTY HIGHWAY F FOR 3.5 MI
 DH5252'TO  LANGE ROAD ON THE RIGHT, TURN RIGHT AND GO NORTH ON LANGE ROAD FOR
 DH5252'0.5 MI TO THE  STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DH5252'WISCONSIN DEPARTMENT OF TRANSPORTATION  GEODETIC SURVEY CONTROL
 DH5252'STATION DISK SET IN THE TOP OF 41-CM DIAMETER CONCRETE POST  ABOUT
 DH5252'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 11.7 M NORTHEAST OF
 DH5252'THE  CENTERLINE OF LANGE ROAD, 26.9 M EAST-NORTHEAST OF THE NORTHERN
 DH5252'MOST WOOD POST FOR A  --CURVE ARROW-- SIGN, 1.0 M SOUTHWEST OF A
 DH5252'BARBED WIRE FENCE, 1.0 M SOUTHEAST OF AN  ORANGE 4X4 PLASTIC WITNESS
 DH5252'POST, AND 1.0 M NORTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS  POST.
 DH5252'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH5252'THAN 15  DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0383 ***********************************************************************
 PM0383  DESIGNATION -  DAV
 PM0383  PID         -  PM0383
 PM0383  STATE/COUNTY-  WI/DOOR
 PM0383  USGS QUAD   -  STURGEON BAY EAST (1981)
 PM0383
 PM0383                         *CURRENT SURVEY CONTROL
 PM0383  ___________________________________________________________________
 PM0383* NAD 83(1986)-  44 48 24.     (N)    087 19 24.     (W)     SCALED    
 PM0383* NAVD 88     -       179.596  (meters)     589.22   (feet)  ADJUSTED  
 PM0383  ___________________________________________________________________
 PM0383  GEOID HEIGHT-         -36.72  (meters)                     GEOID03
 PM0383  DYNAMIC HT  -         179.578 (meters)     589.17  (feet)  COMP
 PM0383  MODELED GRAV-     980,514.1   (mgal)                       NAVD 88
 PM0383
 PM0383  VERT ORDER  -  FIRST     CLASS I
 PM0383
 PM0383.The horizontal coordinates were scaled from a topographic map and have
 PM0383.an estimated accuracy of +/- 6 seconds.
 PM0383
 PM0383.The orthometric height was determined by differential leveling
 PM0383.and adjusted by the National Geodetic Survey in June 1991..
 PM0383
 PM0383.The geoid height was determined by GEOID03.
 PM0383
 PM0383.The dynamic height is computed by dividing the NAVD 88
 PM0383.geopotential number by the normal gravity value computed on the
 PM0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0383.degrees latitude (g = 980.6199 gals.).
 PM0383
 PM0383.The modeled gravity was interpolated from observed gravity values.
 PM0383
 PM0383;                    North         East    Units  Estimated Accuracy
 PM0383;SPC WI C     -   111,650.      811,700.      MT  (+/- 180 meters Scaled)
 PM0383
 PM0383                          SUPERSEDED SURVEY CONTROL
 PM0383
 PM0383.No superseded survey control is available for this station.
 PM0383
 PM0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ744615(NAD 83)
 PM0383_MARKER: DD = SURVEY DISK
 PM0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0383_SP_SET: CONCRETE POST
 PM0383_STAMPING: DAV 1962
 PM0383_MARK LOGO: USE   
 PM0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0383+STABILITY: SURFACE MOTION
 PM0383_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0383+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2005
 PM0383
 PM0383  HISTORY     - Date     Condition        Report By
 PM0383  HISTORY     - 1962     MONUMENTED       USE
 PM0383  HISTORY     - 1975     GOOD             NOS
 PM0383  HISTORY     - 19961020 MARK NOT FOUND   USPSQD
 PM0383  HISTORY     - 20030811 GOOD             USPSQD
 PM0383  HISTORY     - 20050728 GOOD             WIDT
 PM0383
 PM0383                          STATION DESCRIPTION
 PM0383
 PM0383'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0383'4.4 KM (2.75 MI) SE FROM STURGEON BAY.
 PM0383'2.75 MI SE OF STURGEON BAY, ON NORTH SIDE OF CANAL ABOUT 1 MI NW OF
 PM0383'STURGEON BAY CANAL LIGHT, ON NE SIDE OF CANAL, ABOUT 120 FT EAST OF A
 PM0383'FENCE CORNER, 55.7 FT SE OF THE SE CORNER OF A DWELLING BELONGING TO
 PM0383'C. DAVIDSON, 19.2 FT WEST OF U.P. NO. 2723, 16.4 FT NORTHERLY OF
 PM0383'CENTERLINE OF CANAL ROAD, BEING HIGHEST POINT OVER CROSS AT CENTER OF
 PM0383'BRONZE DISK.
 PM0383
 PM0383                          STATION RECOVERY (1996)
 PM0383
 PM0383'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0383'MARK NOT FOUND.
 PM0383
 PM0383                          STATION RECOVERY (2003)
 PM0383
 PM0383'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0383'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 30 FEET EAST
 PM0383'OF THE CENTERLINE OF THE DRIVEWAY TO 2806 CANAL RD, UNDER A JUNIPER
 PM0383'NEAR A FENCE.  NOTE-- THE POWER POLE IS NUMBERED 27Z3, NOT 2723.
 PM0383
 PM0383                          STATION RECOVERY (2005)
 PM0383
 PM0383'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0383'RECOVERED IN GOOD CONDITION.  --ADD  THE STATION IS 0.5 M SOUTHWEST OF
 PM0383'AN ORANGE FIBERGLASS WITNESS POST AND A WOODEN FENCE POST AT THE  T--
 PM0383'INTERSECTION OF A WOODEN FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0554 ***********************************************************************
 QN0554  DESIGNATION -  DAVE
 QN0554  PID         -  QN0554
 QN0554  STATE/COUNTY-  WI/RUSK
 QN0554  USGS QUAD   -  LADYSMITH (1971)
 QN0554
 QN0554                         *CURRENT SURVEY CONTROL
 QN0554  ___________________________________________________________________
 QN0554* NAD 83(1991)-  45 23 49.65479(N)    091 03 02.94581(W)     ADJUSTED  
 QN0554* NAVD 88     -       343.     (meters)    1125.     (feet)  SCALED    
 QN0554  ___________________________________________________________________
 QN0554  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 QN0554  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 QN0554
 QN0554  HORZ ORDER  -  FIRST
 QN0554
 QN0554.The horizontal coordinates were established by classical geodetic methods
 QN0554.and adjusted by the National Geodetic Survey in November 1991..
 QN0554
 QN0554.The orthometric height was scaled from a topographic map.
 QN0554
 QN0554.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0554
 QN0554.The geoid height was determined by GEOID03.
 QN0554
 QN0554;                    North         East     Units Scale Factor Converg.
 QN0554;SPC WI C     -   174,304.529   517,724.422   MT  0.99998203   -0 44 29.2
 QN0554;SPC WI C     -   571,864.11  1,698,567.54   sFT  0.99998203   -0 44 29.2
 QN0554;UTM  15      - 5,028,915.628   652,560.037   MT  0.99988617   +1 23 17.0
 QN0554
 QN0554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0554!SPC WI C     -   0.99995099  x   0.99998203  =   0.99993302
 QN0554!UTM  15      -   0.99995099  x   0.99988617  =   0.99983717
 QN0554
 QN0554|---------------------------------------------------------------------|
 QN0554| PID    Reference Object                     Distance      Geod. Az  |
 QN0554|                                                           dddmmss.s |
 QN0554| CJ4485 DAVE RM                              57.920 METERS 11106     |
 QN0554|---------------------------------------------------------------------|
 QN0554
 QN0554                          SUPERSEDED SURVEY CONTROL
 QN0554
 QN0554  NAD 83(1986)-  45 23 49.64985(N)    091 03 02.94399(W) AD(       ) 1
 QN0554  NAD 27      -  45 23 49.75600(N)    091 03 02.44500(W) AD(       ) 1
 QN0554
 QN0554.Superseded values are not recommended for survey control.
 QN0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0554.See file dsdata.txt to determine how the superseded data were derived.
 QN0554
 QN0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL5256028916(NAD 83)
 QN0554_MARKER: DS = TRIANGULATION STATION DISK
 QN0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0554
 QN0554  HISTORY     - Date     Condition        Report By
 QN0554  HISTORY     - 1921     MONUMENTED       CGS
 QN0554  HISTORY     - 1930     MARK NOT FOUND   CGS
 QN0554  HISTORY     - 1952     MARK NOT FOUND   CGS
 QN0554  HISTORY     - 20041005 MARK NOT FOUND   WIDT
 QN0554
 QN0554                          STATION DESCRIPTION
 QN0554
 QN0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0554'STATION IS ABOUT 5 MILES S OF LADYSMITH AND 1 MILE N OF CONRATH,
 QN0554'33 METERS S OF SIGN STATION CONRATH ONE MILE, 600 METERS S
 QN0554'OF MILEPOST 348, 5.110 METERS (16.77 FEET) W OF THE W RAIL OF
 QN0554'THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY.  REFERENCE
 QN0554'MARK ON E AND OPPOSITE SIDE OF TRACK.
 QN0554'
 QN0554'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 QN0554'DISKS SET IN CONCRETE.
 QN0554
 QN0554                          STATION RECOVERY (1930)
 QN0554
 QN0554'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 QN0554'THIS MARK COULD NOT BE FOUND.  IT WAS EVIDENTLY DESTROYED WHEN
 QN0554'CUT WAS WIDENED.  THE SUBSURFACE MARK COULD NOT BE FOUND.
 QN0554
 QN0554                          STATION RECOVERY (1952)
 QN0554
 QN0554'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QN0554'STATION MARK AND THE REFERENCE MARK WERE SEARCHED FOR AND NOT
 QN0554'LOCATED, PROBABLY DESTROYED AS REPORTED IN 1930.
 QN0554
 QN0554                          STATION RECOVERY (2004)
 QN0554
 QN0554'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0554'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AF9945 ***********************************************************************
 AF9945  DESIGNATION -  DAVID
 AF9945  PID         -  AF9945
 AF9945  STATE/COUNTY-  WI/DOUGLAS
 AF9945  USGS QUAD   -  POPLAR (1975)
 AF9945
 AF9945                         *CURRENT SURVEY CONTROL
 AF9945  ___________________________________________________________________
 AF9945* NAD 83(1997)-  46 32 12.44050(N)    091 51 39.03594(W)     ADJUSTED  
 AF9945* NAVD 88     -       364.4    (meters)    1196.     (feet)  GPS OBS   
 AF9945  ___________________________________________________________________
 AF9945  X           -    -142,729.216 (meters)                     COMP
 AF9945  Y           -  -4,393,119.005 (meters)                     COMP
 AF9945  Z           -   4,606,738.963 (meters)                     COMP
 AF9945  LAPLACE CORR-          -4.20  (seconds)                    DEFLEC99
 AF9945  ELLIP HEIGHT-         336.83  (meters)          (12/26/02) GPS OBS
 AF9945  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 AF9945
 AF9945  HORZ ORDER  -  FIRST
 AF9945  ELLP ORDER  -  THIRD     CLASS II
 AF9945
 AF9945.The horizontal coordinates were established by GPS observations
 AF9945.and adjusted by the National Geodetic Survey in December 2002..
 AF9945
 AF9945.The orthometric height was determined by GPS observations and a
 AF9945.high-resolution geoid model.
 AF9945
 AF9945.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9945
 AF9945.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9945
 AF9945.The ellipsoidal height was determined by GPS observations
 AF9945.and is referenced to NAD 83.
 AF9945
 AF9945.The geoid height was determined by GEOID03.
 AF9945
 AF9945;                    North         East     Units Scale Factor Converg.
 AF9945;SPC WI N     -   153,956.557   457,271.116   MT  0.99996607   -1 20 32.5
 AF9945;SPC WI N     -   505,105.80  1,500,230.32   sFT  0.99996607   -1 20 32.5
 AF9945;UTM  15      - 5,154,321.551   587,350.370   MT  0.99969379   +0 49 36.7
 AF9945
 AF9945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9945!SPC WI N     -   0.99994720  x   0.99996607  =   0.99991327
 AF9945!UTM  15      -   0.99994720  x   0.99969379  =   0.99964101
 AF9945
 AF9945                          SUPERSEDED SURVEY CONTROL
 AF9945
 AF9945  NAD 83(1991)-  46 32 12.44050(N)    091 51 39.03524(W) AD(       ) 1
 AF9945
 AF9945.Superseded values are not recommended for survey control.
 AF9945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9945.See file dsdata.txt to determine how the superseded data were derived.
 AF9945
 AF9945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM8735054322(NAD 83)
 AF9945_MARKER: DD = SURVEY DISK
 AF9945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9945_STAMPING: DAVID 1987
 AF9945_MARK LOGO: WIDT  
 AF9945_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9945_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF9945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9945+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AF9945
 AF9945  HISTORY     - Date     Condition        Report By
 AF9945  HISTORY     - 1987     MONUMENTED       WIDT
 AF9945
 AF9945                          STATION DESCRIPTION
 AF9945
 AF9945'DESCRIBED BY WI DEPT OF TRANSP 1987
 AF9945'BEGINNING IN SUPERIOR, WI WHERE STATE HIGHWAY 53 INTERSECTS WITH
 AF9945'COUNTY HIGHWAY E.  THEN GO SOUTH ON STATE HIGHWAY 53 FOR 11.22 MI
 AF9945'(18.06 KM) TO WHERE IT INTERSECTS WITH KENT RD.  THEN GO ABOUT 174 FT
 AF9945'(53.0 M) WEST FROM C/L OF SOUTH BOUND STATE HIGHWAY 53 AND ABOUT 500
 AF9945'FT (152.4 M) NORTH FROM C/L OF KENT RD.  LOCATED ON WISDOT RIGHT OF
 AF9945'WAY.  A WISDOT FIBERGLASS WITNESS POST IS NEXT TO MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0725 ***********************************************************************
 OM0725  DESIGNATION -  DAVIDS STERN EV LUTH CH SPIRE
 OM0725  PID         -  OM0725
 OM0725  STATE/COUNTY-  WI/WASHINGTON
 OM0725  USGS QUAD   -  FIVE CORNERS (1994)
 OM0725
 OM0725                         *CURRENT SURVEY CONTROL
 OM0725  ___________________________________________________________________
 OM0725* NAD 83(1991)-  43 17 17.00691(N)    088 06 26.59794(W)     ADJUSTED  
 OM0725* NAVD 88     -                                                        
 OM0725  ___________________________________________________________________
 OM0725  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 OM0725  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 OM0725
 OM0725  HORZ ORDER  -  THIRD
 OM0725
 OM0725.The horizontal coordinates were established by classical geodetic methods
 OM0725.and adjusted by the National Geodetic Survey in November 1991..
 OM0725
 OM0725
 OM0725.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0725
 OM0725.The geoid height was determined by GEOID03.
 OM0725
 OM0725;                    North         East     Units Scale Factor Converg.
 OM0725;SPC WI S     -   144,833.558   753,579.261   MT  0.99993449   +1 18 01.5
 OM0725;SPC WI S     -   475,174.76  2,472,367.96   sFT  0.99993449   +1 18 01.5
 OM0725;UTM  16      - 4,793,399.220   410,161.055   MT  0.99969928   -0 45 33.7
 OM0725
 OM0725                          SUPERSEDED SURVEY CONTROL
 OM0725
 OM0725  NAD 83(1986)-  43 17 16.99697(N)    088 06 26.60577(W) AD(       ) 4
 OM0725  NAD 27      -  43 17 16.98200(N)    088 06 26.27500(W) AD(       ) 3
 OM0725
 OM0725.Superseded values are not recommended for survey control.
 OM0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0725.See file dsdata.txt to determine how the superseded data were derived.
 OM0725
 OM0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1016193399(NAD 83)
 OM0725
 OM0725  HISTORY     - Date     Condition        Report By
 OM0725  HISTORY     - 1953     MONUMENTED       CGS
 OM0725  HISTORY     - 19941023 GOOD             USPSQD
 OM0725  HISTORY     - 20021103 GOOD             USPSQD
 OM0725
 OM0725                          STATION DESCRIPTION
 OM0725
 OM0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0725'STATION IS THE NEON-LIGHTED CROSS AT THE TOP OF THE SPIRE OF
 OM0725'THE DAVIDS STERN CHURCH, LOCATED ABOUT 4 MILES SOUTHEAST OF
 OM0725'JACKSON AND ABOUT 4 MILES NORTH OF GERMANTOWN.  THE SPIRE IS
 OM0725'A WOOD STRUCTURE RISING ABOUT 40 FEET ABOVE THE WEST END OF
 OM0725'THE STONE CHURCH BUILDING AND IT IS PAINTED WHITE.
 OM0725'
 OM0725'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 60 AND
 OM0725'COUNTY HIGHWAY G, ABOUT 2 MILES EAST OF JACKSON, GO SOUTH ON
 OM0725'HIGHWAY G FOR 2.0 MILES TO THE JUNCTION OF COUNTY HIGHWAY T.
 OM0725'TURN LEFT ON HIGHWAY T AND GO 0.8 MILE TO A GRAVEL ROAD RIGHT.
 OM0725'TURN RIGHT ON GRAVEL ROAD AND GO SOUTH FOR 0.35 MILE TO THE
 OM0725'CHURCH ON THE LEFT AS DESCRIBED.
 OM0725
 OM0725                          STATION RECOVERY (1994)
 OM0725
 OM0725'RECOVERY NOTE BY US POWER SQUADRON 1994
 OM0725'RECOVERED IN GOOD CONDITION.
 OM0725
 OM0725                          STATION RECOVERY (2002)
 OM0725
 OM0725'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0575 ***********************************************************************
 QN0575  DESIGNATION -  DAVIS
 QN0575  PID         -  QN0575
 QN0575  STATE/COUNTY-  WI/BARRON
 QN0575  USGS QUAD   -  DALLAS (1978)
 QN0575
 QN0575                         *CURRENT SURVEY CONTROL
 QN0575  ___________________________________________________________________
 QN0575* NAD 83(1991)-  45 18 44.22863(N)    091 50 07.48840(W)     ADJUSTED  
 QN0575* NAVD 88     -       407.     (meters)    1335.     (feet)  SCALED    
 QN0575  ___________________________________________________________________
 QN0575  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 QN0575  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 QN0575
 QN0575  HORZ ORDER  -  FIRST
 QN0575
 QN0575.The horizontal coordinates were established by classical geodetic methods
 QN0575.and adjusted by the National Geodetic Survey in March 1999..
 QN0575
 QN0575.The orthometric height was scaled from a topographic map.
 QN0575
 QN0575.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0575
 QN0575.The geoid height was determined by GEOID03.
 QN0575
 QN0575;                    North         East     Units Scale Factor Converg.
 QN0575;SPC WI C     -   165,969.782   456,088.357   MT  0.99996965   -1 17 42.1
 QN0575;SPC WI C     -   544,519.19  1,496,349.88   sFT  0.99996965   -1 17 42.1
 QN0575;UTM  15      - 5,018,301.966   591,287.208   MT  0.99970246   +0 49 40.9
 QN0575
 QN0575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0575!SPC WI C     -   0.99994095  x   0.99996965  =   0.99991060
 QN0575!UTM  15      -   0.99994095  x   0.99970246  =   0.99964343
 QN0575
 QN0575:                Primary Azimuth Mark                     Grid Az
 QN0575:SPC WI C     -  CAMERON ABBOTTS DAIRIES STACK            036 36 00.9
 QN0575:UTM  15      -  CAMERON ABBOTTS DAIRIES STACK            034 28 37.9
 QN0575
 QN0575|---------------------------------------------------------------------|
 QN0575| PID    Reference Object                     Distance      Geod. Az  |
 QN0575|                                                           dddmmss.s |
 QN0575| QN0562 CAMERON ABBOTTS DAIRIES STACK       APPROX.12.2 KM 0351818.8 |
 QN0575| CJ4487 DAVIS RM 1                           25.362 METERS 11028     |
 QN0575| CJ4826 DAVIS RM 2                           34.281 METERS 17927     |
 QN0575| CJ4486 DAVIS AZ MK                                        3040324.0 |
 QN0575|---------------------------------------------------------------------|
 QN0575
 QN0575                          SUPERSEDED SURVEY CONTROL
 QN0575
 QN0575  NAD 83(1991)-  45 18 44.22608(N)    091 50 07.48893(W) AD(       ) 1
 QN0575  NAD 83(1986)-  45 18 44.22008(N)    091 50 07.49626(W) AD(       ) 1
 QN0575  NAD 27      -  45 18 44.36200(N)    091 50 06.87200(W) AD(       ) 1
 QN0575
 QN0575.Superseded values are not recommended for survey control.
 QN0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0575.See file dsdata.txt to determine how the superseded data were derived.
 QN0575
 QN0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL9128718302(NAD 83)
 QN0575_MARKER: DS = TRIANGULATION STATION DISK
 QN0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0575_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QN0575
 QN0575  HISTORY     - Date     Condition        Report By
 QN0575  HISTORY     - 1934     MONUMENTED       CGS
 QN0575  HISTORY     - 1977     GOOD             NGS
 QN0575
 QN0575                          STATION DESCRIPTION
 QN0575
 QN0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QN0575'THIS STATION IS ABOUT 9 MILES WEST OF CHETEK, 6 MILES SOUTH OF
 QN0575'BARRON, AND 1 MILE EAST OF HILLSDALE, IN THE SOUTHEAST QUARTER SEC.
 QN0575'27, T. 33 N., R. 12 W., ON LAND OWNED AND OCCUPIED BY ALFRED
 QN0575'DAVIS.  THE MARK IS SET ON TOP OF A SPARSELY WOODED HILL, 31
 QN0575'FEET NORTHWEST OF TRIANGULAR-BLAZED 12-INCH OAK, 27 FEET NORTHEAST
 QN0575'OF A 12-INCH OAK WITH LARGE BUTT, 50 FEET SOUTHWEST OF NORTH
 QN0575'SLOPE OF HILL.  MARK PROJECTS 8 INCHES.
 QN0575'
 QN0575'TO REACH STATION FROM CHETEK, GO WEST ON COUNTY HIGHWAY D FROM
 QN0575'INTERSECTION WITH U.S. HIGHWAY 53 FOR 10.8 MILES TO THE DAVIS
 QN0575'FARMHOUSE ON SOUTH SIDE OF ROAD, TURN IN TO SOUTH SIDE OF
 QN0575'BARNYARD TO LANE TO WEST, FOLLOW LANE 90 YARDS TO SHARP TURN TO
 QN0575'SOUTH, GO SOUTH 180 YARDS TO END OF LANE AND EDGE OF PASTURE,
 QN0575'THENCE 220 YARDS SOUTHEAST TO TOP OF HILL AND STATION.  TRUCK
 QN0575'CAN BE DRIVEN TO STATION.
 QN0575'
 QN0575'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, 4 FEET NORTH
 QN0575'OF 12-INCH OAK TREE, 7 FEET EAST-NORTHEAST OF 12-INCH OAK TREE,
 QN0575'30 FEET WEST OF EAST SLOPE OF HILL, AND PROJECTS 12 INCHES.
 QN0575'
 QN0575'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION, 30 FEET EAST
 QN0575'OF WEST SLOPE, 9 FEET WEST OF 12-INCH OAK TREE, AND PROJECTS 12
 QN0575'INCHES.
 QN0575'
 QN0575'AZIMUTH MARK IS NORTHWEST OF THE STATION, 0.3 MILE WEST OF THE
 QN0575'DAVIS FARMHOUSE, ON NORTH SIDE OF RIGHT-OF-WAY, 24 FEET NORTHEAST
 QN0575'OF CENTERLINE OF ROAD, 3 FEET SOUTHEAST OF FENCE POST, 1 FOOT
 QN0575'SOUTHWEST OF FENCE LINE, 63 FEET NORTHWEST OF TELEPHONE POST,
 QN0575'AND PROJECTS 6 INCHES.
 QN0575'
 QN0575'A LIGHT 74 FEET ABOVE KREIER IS VISIBLE FROM THE GROUND.
 QN0575'
 QN0575'A LIGHT 74 FEET ABOVE LARSON COMES INTO VIEW AT 26 FEET ABOVE
 QN0575'THE GROUND.
 QN0575'
 QN0575'A LIGHT 47 FEET ABOVE PINGLE COMES INTO VIEW AT 35 FEET ABOVE
 QN0575'THE GROUND.
 QN0575'
 QN0575'A LIGHT 87 FEET ABOVE BENDICKSON COMES INTO VIEW AT 39 FEET
 QN0575'ABOVE THE GROUND.
 QN0575'
 QN0575'A LIGHT 87 FEET ABOVE EVASKA COMES INTO VIEW AT 45 FEET ABOVE
 QN0575'THE GROUND.
 QN0575
 QN0575                          STATION RECOVERY (1977)
 QN0575
 QN0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 QN0575'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 QN0575'CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED, IT IS BELIEVED
 QN0575'DESTROYED DUE TO ROAD CONSTRUCTION.  THE DIRECTION BETWEEN
 QN0575'REFERENCE MARKS COMPARED WITH THE 1934 DATA.  A SHORTER DISTANCE OF
 QN0575'0.015 METER TO REFERENCE MARK 1 AND A LONGER DISTANCE OF 0.006 METER
 QN0575'TO REFERENCE MARK 2 WAS NOTED AND VERIFIED.  A COMPLETE NEW
 QN0575'DESCRIPTION FOLLOWS.
 QN0575'
 QN0575'THE STATION IS LOCATED ABOUT 9 MILES WEST OF CHETEK, 6 MILES SOUTH
 QN0575'OF BARRON, 1 MILE EAST OF HILLSDALE AND ON PROPERTY OF MR. JEROME
 QN0575'TIMBLIN.
 QN0575'
 QN0575'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROUTE D AND SS AT
 QN0575'THE WEST EDGE OF CHETEK, GO WEST ON ROUTE D FOR 7.0 MILES TO THE
 QN0575'JUNCTION OF COUNTY ROUTE D AND O.  CONTINUE WEST ON ROUTE D AND O
 QN0575'FOR 0.5 MILE TO A T-ROAD.  TURN RIGHT AND GO NORTH THEN WEST ON
 QN0575'ROUTE D FOR 2.3 MILES TO MR. TIMBLIN HOME ON THE LEFT.  TURN LEFT
 QN0575'AND PASS TO THE EAST AND SOUTH OF THE HOUSE, THENCE WEST AND
 QN0575'SOUTH FOR 0.1 MILE TO A GATE.  PASS THROUGH GATE AND GO UPHILL,
 QN0575'SOUTHEAST FOR 0.15 MILE TO THE STATION IN THE WOODS.
 QN0575'
 QN0575'THE STATION MARK IS A STANDARD DISK STAMPED DAVIS 1934, SET IN THE
 QN0575'TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS ABOUT 6
 QN0575'INCHES ABOVE THE GROUND.  IT IS 150 FEET EAST OF A FIELD, 31.5 FEET
 QN0575'WEST OF A OAK TREE AND 26.5 FEET NORTHWEST OF A OAK TREE.
 QN0575'
 QN0575'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DAVIS NO 1 1934, SET IN
 QN0575'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 7 INCHES
 QN0575'ABOVE THE GROUND.  IT IS 30 FEET WEST OF SLOPE OF THE HILL AND 5
 QN0575'FEET NORTHWEST OF A OAK TREE.
 QN0575'
 QN0575'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DAVIS NO 2 1934, SET IN
 QN0575'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 12 INCHES
 QN0575'ABOVE THE GROUND.  IT IS 22 FEET NORTH-NORTHWEST OF A 24-INCH TWIN
 QN0575'TRUNK OAK TREE AND ABOUT THE SAME ELEVATION AS THE STATION.
 QN0575'
 QN0575'NO DISTANCE BETWEEN REFERENCE MARKS DUE TO TREES ON LINE.
 QN0575'
 QN0575'NO AZIMUTH MARK WAS SET AT THIS TIME.
 QN0575'
 QN0575'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE EAST OF
 QN0575'HILLSDALE.
 QN0575'
 QN0575'HEIGHT OF LIGHT ABOVE STATION MARK 65 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1272 ***********************************************************************
 PN1272  DESIGNATION -  DAVIS
 PN1272  PID         -  PN1272
 PN1272  STATE/COUNTY-  WI/ADAMS
 PN1272  USGS QUAD   -  ARKDALE NE (1984)
 PN1272
 PN1272                         *CURRENT SURVEY CONTROL
 PN1272  ___________________________________________________________________
 PN1272* NAD 83(1991)-  44 14 51.86538(N)    089 48 30.24750(W)     ADJUSTED  
 PN1272* NAVD 88     -       305.4    (meters)    1002.     (feet)  VERTCON   
 PN1272  ___________________________________________________________________
 PN1272  LAPLACE CORR-          -5.14  (seconds)                    DEFLEC99
 PN1272  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 PN1272
 PN1272  HORZ ORDER  -  SECOND
 PN1272
 PN1272.The horizontal coordinates were established by classical geodetic methods
 PN1272.and adjusted by the National Geodetic Survey in November 1991..
 PN1272
 PN1272.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1272
 PN1272.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1272
 PN1272.The geoid height was determined by GEOID03.
 PN1272
 PN1272;                    North         East     Units Scale Factor Converg.
 PN1272;SPC WI S     -   249,732.611   615,303.878   MT  1.00004182   +0 07 53.9
 PN1272;SPC WI S     -   819,331.07  2,018,709.47   sFT  1.00004182   +0 07 53.9
 PN1272;SPC WI C     -    46,066.303   615,303.244   MT  1.00000043   +0 08 06.7
 PN1272;SPC WI C     -   151,135.86  2,018,707.39   sFT  1.00000043   +0 08 06.7
 PN1272;UTM  16      - 4,903,225.384   275,775.390   MT  1.00021837   -1 57 37.5
 PN1272
 PN1272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1272!SPC WI S     -   0.99995765  x   1.00004182  =   0.99999947
 PN1272!SPC WI C     -   0.99995765  x   1.00000043  =   0.99995808
 PN1272!UTM  16      -   0.99995765  x   1.00021837  =   1.00017601
 PN1272
 PN1272|---------------------------------------------------------------------|
 PN1272| PID    Reference Object                     Distance      Geod. Az  |
 PN1272|                                                           dddmmss.s |
 PN1272| CS5243 DAVIS RM 1                           11.866 METERS 06611     |
 PN1272| CS5244 DAVIS RM 2                           18.870 METERS 17318     |
 PN1272|---------------------------------------------------------------------|
 PN1272
 PN1272                          SUPERSEDED SURVEY CONTROL
 PN1272
 PN1272  NAD 83(1986)-  44 14 51.86304(N)    089 48 30.25533(W) AD(       ) 2
 PN1272  NGVD 29 (02/11/91)  305.4    (m)         1002.     (f) VERT ANG       
 PN1272
 PN1272.Superseded values are not recommended for survey control.
 PN1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1272.See file dsdata.txt to determine how the superseded data were derived.
 PN1272
 PN1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7577503225(NAD 83)
 PN1272_MARKER: DE = TRAVERSE STATION DISK
 PN1272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN1272_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1272+STABILITY: SURFACE MOTION
 PN1272
 PN1272  HISTORY     - Date     Condition        Report By
 PN1272  HISTORY     - 1979     MONUMENTED       WIDT
 PN1272  HISTORY     - 19950903 GOOD             USPSQD
 PN1272  HISTORY     - 20040330 GOOD             USPSQD
 PN1272
 PN1272                          STATION DESCRIPTION
 PN1272
 PN1272'DESCRIBED BY WI DEPT OF TRANSP 1979 (LTK)
 PN1272'THE STATION IS LOCATED ALONG STH 13 ABOUT 18.5 MILES NORTH OF
 PN1272'FRIENDSHIP, 15 MILES WEST OF PLAINFIELD, AND 6 MILES SOUTH OF
 PN1272'WISCONSIN RAPIDS.
 PN1272'
 PN1272'TO REACH THE STATION FROM THE JUNCTION OF STH 13 AND STH 73 TO THE
 PN1272'WEST ABOUT 4 MILES SOUTH OF WISCONSIN RAPIDS, GO SOUTH ON STH 13 FOR
 PN1272'4.1 MILES TO THE WOOD-ADAMS COUNTY LINE.  CONTINUE SOUTH ON STH 13 FOR
 PN1272'0.2 MILE TO THE STATION ON THE EAST HIGHWAY RIGHT OF WAY.
 PN1272'
 PN1272'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---DAVIS 1979---.
 PN1272'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL
 PN1272'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 46.5
 PN1272'FEET EAST OF THE CENTER OF STH 13, 38.5 FEET WEST SOUTHWEST OF A
 PN1272'TRIPLE 8 INCH OAK, 18.0 FEET SOUTH OF THE CENTER OF A PRIVATE
 PN1272'ENTRANCE, AND 2.0 FEET EAST OF A METAL WITNESS POST.  THE UNDERGROUND
 PN1272'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 4.5 FEET BELOW GROUND.
 PN1272'
 PN1272'REFERENCE MARK 1 IS A BERNTSEN 5 FOOT DRIVEABLE ALUMINUM ROD WITH A
 PN1272'CIRCULAR ALUMINUM CAP DRIVEN FLUSH WITH THE GROUND SURFACE.  THE CAP
 PN1272'CONTAINS A MAGNET AND IS STAMPED---DAVIS RM 1 1979---.  IT IS 82.0
 PN1272'FEET EAST OF THE CENTER OF STH 13, 36.8 FEET EAST NORTHEAST OF A METAL
 PN1272'WITNESS POST, 2.0 FEET SOUTH OF THE EASTWARD PROJECTION OF THE CENTER
 PN1272'OF A PRIVATE ENTRANCE, 2.0 FEET NORTH OF A TRIPLE 8 INCH OAK, AND 0.5
 PN1272'FOOT HIGHER THAN THE STATION.
 PN1272'
 PN1272'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---DAVIS RM 2
 PN1272'1979---SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL CONCRETE
 PN1272'MONUMENT WHICH PROJECTS 2 INCHES ABOVE GROUND.  IT IS 80.0 FEET SOUTH
 PN1272'OF THE CENTER OF A PRIVATE ENTRANCE, 62.0 FEET SOUTH OF A METAL
 PN1272'WITNESS POST, 53.5 FEET EAST OF THE CENTER OF STH 13, 5.5 FEET WEST OF
 PN1272'A 4 INCH JACK PINE, AND 1 FOOT LOWER THAN THE STATION.
 PN1272'
 PN1272'NO AZIMUTH MARK WAS SET.  HEIGHT OF LIGHT ABOVE MARK WAS 1.52 METERS.
 PN1272
 PN1272                          STATION RECOVERY (1995)
 PN1272
 PN1272'RECOVERY NOTE BY US POWER SQUADRON 1995
 PN1272'RECOVERED IN GOOD CONDITION.
 PN1272
 PN1272                          STATION RECOVERY (2004)
 PN1272
 PN1272'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN1272'THE STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION.
 PN1272'ADD-- THE STATION IS ABOUT 24 FEET SOUTHWEST OF THE SOUTHERNMOST -GOOD
 PN1272'SHEPARD LUTHERN CHURCH- SIGN POST.  REFERENCE MARK 1 WAS NOT FOUND.
 PN1272'TREES TO THE EAST MAY OBSTRUCT SATELLITE OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON1067 ***********************************************************************
 ON1067  DESIGNATION -  DAYTON
 ON1067  PID         -  ON1067
 ON1067  STATE/COUNTY-  WI/RICHLAND
 ON1067  USGS QUAD   -  RICHLAND CENTER (1983)
 ON1067
 ON1067                         *CURRENT SURVEY CONTROL
 ON1067  ___________________________________________________________________
 ON1067* NAD 83(1991)-  43 20 07.24248(N)    090 28 08.70214(W)     ADJUSTED  
 ON1067* NAVD 88     -       368.     (meters)    1207.     (feet)  SCALED    
 ON1067  ___________________________________________________________________
 ON1067  LAPLACE CORR-          -5.26  (seconds)                    DEFLEC99
 ON1067  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 ON1067
 ON1067  HORZ ORDER  -  FIRST
 ON1067
 ON1067.The horizontal coordinates were established by classical geodetic methods
 ON1067.and adjusted by the National Geodetic Survey in March 1999..
 ON1067
 ON1067.The orthometric height was scaled from a topographic map.
 ON1067
 ON1067.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1067
 ON1067.The geoid height was determined by GEOID03.
 ON1067
 ON1067;                    North         East     Units Scale Factor Converg.
 ON1067;SPC WI S     -   148,450.863   561,961.854   MT  0.99993321   -0 19 20.3
 ON1067;SPC WI S     -   487,042.54  1,843,703.18   sFT  0.99993321   -0 19 20.3
 ON1067;UTM  15      - 4,801,166.234   705,169.361   MT  1.00011783   +1 44 15.0
 ON1067
 ON1067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1067!SPC WI S     -   0.99994760  x   0.99993321  =   0.99988081
 ON1067!UTM  15      -   0.99994760  x   1.00011783  =   1.00006542
 ON1067
 ON1067|---------------------------------------------------------------------|
 ON1067| PID    Reference Object                     Distance      Geod. Az  |
 ON1067|                                                           dddmmss.s |
 ON1067| CI8514 DAYTON RM 1                          20.756 METERS 10809     |
 ON1067| CI8515 DAYTON RM 2                          23.308 METERS 26447     |
 ON1067| CI8513 DAYTON AZ MK                                       2682717.8 |
 ON1067|---------------------------------------------------------------------|
 ON1067
 ON1067                          SUPERSEDED SURVEY CONTROL
 ON1067
 ON1067  NAD 83(1991)-  43 20 07.24169(N)    090 28 08.70289(W) AD(       ) 1
 ON1067  NAD 83(1986)-  43 20 07.23482(N)    090 28 08.70408(W) AD(       ) 1
 ON1067  NAD 27      -  43 20 07.29900(N)    090 28 08.25250(W) AD(       ) 1
 ON1067
 ON1067.Superseded values are not recommended for survey control.
 ON1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1067.See file dsdata.txt to determine how the superseded data were derived.
 ON1067
 ON1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0516901166(NAD 83)
 ON1067_MARKER: DS = TRIANGULATION STATION DISK
 ON1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1067
 ON1067  HISTORY     - Date     Condition        Report By
 ON1067  HISTORY     - 1958     MONUMENTED       CGS
 ON1067
 ON1067                          STATION DESCRIPTION
 ON1067
 ON1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 ON1067'THE STATION IS ABOUT 4-1/2 MILES WEST OF RICHLAND CENTER AND
 ON1067'0.25 MILE NORTHWEST OF A CHURCH AND CEMETERY AT DAYTON CORNERS
 ON1067'IN THE SOUTHWEST QUARTER OF SECTION 14, T-10-N, R-1-W ON LAND
 ON1067'OWNED BY MR. GEORGE SMART.  IT IS 35 FEET NORTH OF THE CENTERLINE
 ON1067'OF A GRAVELED ROAD, 17 FEET NORTHEAST OF A LONE HICKORY TREE,
 ON1067'15 FEET NORTH OF A FENCE CORNER, AND 6 FEET SOUTH OF A WHITE
 ON1067'WITNESS POST.  THE MONUMENT IS 14 INCHES UNDERGROUND AND THE
 ON1067'DISK IS STAMPED DAYTON 1958.
 ON1067'
 ON1067'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14 AND STATE
 ON1067'HIGHWAYS 56 AND 80 (SIXTH AND MAIN STREETS), IN RICHLAND
 ON1067'CENTER, GO WEST ON HIGHWAY 14 FOR 4.05 MILES TO A GRAVELED
 ON1067'CROSSROAD.  TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 0.9
 ON1067'MILE TO A GRAVELED SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON A
 ON1067'GRAVELED ROAD FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 ON1067'
 ON1067'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A
 ON1067'GRAVELED ROAD FOR 0.95 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 ON1067'
 ON1067'REFERENCE MARK 1 IS 66 FEET EAST OF A FENCE CORNER, 32 FEET
 ON1067'WEST OF A TELEPHONE POLE, AND 19 FEET NORTH OF THE
 ON1067'CENTERLINE OF A GRAVELED ROAD.  THE MONUMENT IS FLUSH AND
 ON1067'THE DISK IS STAMPED DAYTON NO 1 1958.
 ON1067'
 ON1067'REFERENCE MARK 2 IS 68 FEET WEST OF THE LONE HICKORY TREE, 75
 ON1067'FEET EAST OF A TELEPHONE POLE, AND 20 FEET NORTH OF THE CENTERLINE
 ON1067'OF A GRAVELED ROAD.  THE MONUMENT IS FLUSH AND THE DISK IS
 ON1067'STAMPED DAYTON NO 2 1958.
 ON1067'
 ON1067'THE AZIMUTH MARK IS 21 FEET NORTHWEST OF THE CENTERLINE OF
 ON1067'A GRAVELED ROAD, 1 FOOT NORTH OF A TELEPHONE POLE, AND 2 FEET
 ON1067'EAST OF A WHITE WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES
 ON1067'AND THE DISK IS STAMPED DAYTON 1958.
 ON1067'
 ON1067'NO MEASUREMENT WAS MADE BETWEEN THE MARKS BECAUSE A FENCE AND
 ON1067'TREE WAS ON LINE BETWEEN THEM.
 ON1067'
 ON1067'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5126 ***********************************************************************
 DH5126  DESIGNATION -  DAYTON N GPS
 DH5126  PID         -  DH5126
 DH5126  STATE/COUNTY-  WI/RICHLAND
 DH5126  USGS QUAD   -  SABIN (1983)
 DH5126
 DH5126                         *CURRENT SURVEY CONTROL
 DH5126  ___________________________________________________________________
 DH5126* NAD 83(1997)-  43 22 34.11327(N)    090 32 35.57146(W)     ADJUSTED  
 DH5126* NAVD 88     -                                                        
 DH5126  ___________________________________________________________________
 DH5126  X           -     -44,023.804 (meters)                     COMP
 DH5126  Y           -  -4,643,292.045 (meters)                     COMP
 DH5126  Z           -   4,358,108.710 (meters)                     COMP
 DH5126  LAPLACE CORR-          -5.45  (seconds)                    DEFLEC99
 DH5126  ELLIP HEIGHT-         202.17  (meters)          (08/01/05) GPS OBS
 DH5126  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 DH5126
 DH5126  HORZ ORDER  -  FIRST
 DH5126  ELLP ORDER  -  SECOND    CLASS I
 DH5126
 DH5126.The horizontal coordinates were established by GPS observations
 DH5126.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5126
 DH5126
 DH5126.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5126
 DH5126.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5126
 DH5126.The ellipsoidal height was determined by GPS observations
 DH5126.and is referenced to NAD 83.
 DH5126
 DH5126.The geoid height was determined by GEOID03.
 DH5126
 DH5126;                    North         East     Units Scale Factor Converg.
 DH5126;SPC WI S     -   153,019.533   555,980.206   MT  0.99993264   -0 22 23.7
 DH5126;SPC WI S     -   502,031.58  1,824,078.39   sFT  0.99993264   -0 22 23.7
 DH5126;UTM  15      - 4,805,517.625   699,026.278   MT  1.00008728   +1 41 16.2
 DH5126
 DH5126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5126!SPC WI S     -   0.99996830  x   0.99993264  =   0.99990094
 DH5126!UTM  15      -   0.99996830  x   1.00008728  =   1.00005557
 DH5126
 DH5126                          SUPERSEDED SURVEY CONTROL
 DH5126
 DH5126.No superseded survey control is available for this station.
 DH5126
 DH5126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9902605518(NAD 83)
 DH5126_MARKER: DD = SURVEY DISK
 DH5126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5126_STAMPING: DAYTON N GPS 2OO4
 DH5126_MARK LOGO: WIDT  
 DH5126_PROJECTION: FLUSH
 DH5126_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5126+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5126
 DH5126  HISTORY     - Date     Condition        Report By
 DH5126  HISTORY     - 2003     MONUMENTED       WIDT
 DH5126
 DH5126                          STATION DESCRIPTION
 DH5126
 DH5126'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5126'OWNERSHIP--RICHLAND COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5126'US HIGHWAY 14  WITH STATE HIGHWAY 171 AND COUNTY HIGHWAY E ABOUT 0.5
 DH5126'MI NORTH OF THE VILLAGE OF BOAZ,  GO NORTH ON COUNTY HIGHWAY E FOR
 DH5126'1.85 MI TO WILLIAMS LANE ON THE RIGHT, CONTINUE NORTH  ON COUNTY
 DH5126'HIGHWAY E FOR 1.0 MI TO THE STATION ON THE RIGHT.  THE STATION IS A
 DH5126'BRONZE  WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DH5126'STATION DISK SET IN  THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT
 DH5126'LEVEL WITH THE HIGHWAY PAVEMENT.  THE  STATION IS 9.5 M EAST OF THE
 DH5126'CENTERLINE OF COUNTY HIGHWAY E, 52 M SOUTH OF THE CENTERLINE  OF EWERS
 DH5126'AVENUE, 45.0 M NORTHEAST OF A POWER POLE, 1 M WEST OF A CULTIVATED
 DH5126'FIELD, AND 1  M WEST, SOUTHEAST, AND NORTHEAST OF THREE ORANGE 4X4
 DH5126'PLASTIC WITNESS POSTS.   ---NOTE---THIS STATION HAS NO VISIBLE
 DH5126'OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE  THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5527 ***********************************************************************
 DH5527  DESIGNATION -  DAYTON N GPS
 DH5527  PID         -  DH5527
 DH5527  STATE/COUNTY-  WI/WAUPACA
 DH5527  USGS QUAD   -  KING (1982)
 DH5527
 DH5527                         *CURRENT SURVEY CONTROL
 DH5527  ___________________________________________________________________
 DH5527* NAD 83(1997)-  44 18 15.75024(N)    089 09 46.77741(W)     ADJUSTED  
 DH5527* NAVD 88     -                                                        
 DH5527  ___________________________________________________________________
 DH5527  X           -      66,789.073 (meters)                     COMP
 DH5527  Y           -  -4,571,602.234 (meters)                     COMP
 DH5527  Z           -   4,432,525.617 (meters)                     COMP
 DH5527  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 DH5527  ELLIP HEIGHT-         240.45  (meters)          (08/01/05) GPS OBS
 DH5527  GEOID HEIGHT-         -36.29  (meters)                     GEOID03
 DH5527
 DH5527  HORZ ORDER  -  FIRST
 DH5527  ELLP ORDER  -  SECOND    CLASS I
 DH5527
 DH5527.The horizontal coordinates were established by GPS observations
 DH5527.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5527
 DH5527
 DH5527.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5527
 DH5527.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5527
 DH5527.The ellipsoidal height was determined by GPS observations
 DH5527.and is referenced to NAD 83.
 DH5527
 DH5527.The geoid height was determined by GEOID03.
 DH5527
 DH5527;                    North         East     Units Scale Factor Converg.
 DH5527;SPC WI C     -    52,685.536   666,787.095   MT  0.99999016   +0 35 26.1
 DH5527;SPC WI C     -   172,852.46  2,187,617.33   sFT  0.99999016   +0 35 26.1
 DH5527;UTM  16      - 4,907,955.191   327,471.847   MT  0.99996608   -1 30 40.2
 DH5527
 DH5527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5527!SPC WI C     -   0.99996230  x   0.99999016  =   0.99995246
 DH5527!UTM  16      -   0.99996230  x   0.99996608  =   0.99992838
 DH5527
 DH5527                          SUPERSEDED SURVEY CONTROL
 DH5527
 DH5527.No superseded survey control is available for this station.
 DH5527
 DH5527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ2747207955(NAD 83)
 DH5527_MARKER: DD = SURVEY DISK
 DH5527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5527_STAMPING: DAYTON N GPS 2004
 DH5527_MARK LOGO: WIDT  
 DH5527_PROJECTION: FLUSH
 DH5527_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5527+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2006
 DH5527
 DH5527  HISTORY     - Date     Condition        Report By
 DH5527  HISTORY     - 2003     MONUMENTED       WIDT
 DH5527  HISTORY     - 20060423 GOOD             USPSQD
 DH5527
 DH5527                          STATION DESCRIPTION
 DH5527
 DH5527'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5527'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH5527'STATION FROM THE  JUNCTION OF STATE HIGHWAY 22 WITH COUNTY HIGHWAY QQ
 DH5527'AND OLD HIGHWAY 22 ABOUT 3 MI  WEST-SOUTHWEST OF THE CITY OF WAUPACA,
 DH5527'GO SOUTH ON STATE HIGHWAY 22 FOR 1.4 MI TO  RURAL ROAD, CONTINUE SOUTH
 DH5527'ON STATE HIGHWAY 22 FOR 0.5 MI TO THE STATION ON THE LEFT.   THE
 DH5527'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH5527'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DH5527'CONCRETE POST ABOUT  LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DH5527'11.7 M EAST OF THE CENTERLINE OF STATE  HIGHWAY 22, 22 M SOUTH OF THE
 DH5527'CENTERLINE OF A FIELD ENTRANCE, 4 M WEST OF A CULTIVATED  FIELD, 1.0 M
 DH5527'WEST OF AN ORANGE 4X4 PLASTIC WITNESS POST AND 1.0 M SOUTH OF AN
 DH5527'ORANGE 4X4  PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DH5527'VISIBLE OBSTRUCTIONS EXTENDING HIGHER  THAN 20 DEGREES ABOVE THE
 DH5527'HORIZON.
 DH5527
 DH5527                          STATION RECOVERY (2006)
 DH5527
 DH5527'RECOVERY NOTE BY US POWER SQUADRON 2006 (MGR)
 DH5527'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5372 ***********************************************************************
 DH5372  DESIGNATION -  DAYTON S GPS
 DH5372  PID         -  DH5372
 DH5372  STATE/COUNTY-  WI/RICHLAND
 DH5372  USGS QUAD   -  RICHLAND CENTER (1983)
 DH5372
 DH5372                         *CURRENT SURVEY CONTROL
 DH5372  ___________________________________________________________________
 DH5372* NAD 83(1997)-  43 18 05.37032(N)    090 28 12.13342(W)     ADJUSTED  
 DH5372* NAVD 88     -                                                        
 DH5372  ___________________________________________________________________
 DH5372  X           -     -38,140.869 (meters)                     COMP
 DH5372  Y           -  -4,649,126.589 (meters)                     COMP
 DH5372  Z           -   4,352,161.376 (meters)                     COMP
 DH5372  LAPLACE CORR-          -4.81  (seconds)                    DEFLEC99
 DH5372  ELLIP HEIGHT-         325.96  (meters)          (08/01/05) GPS OBS
 DH5372  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 DH5372
 DH5372  HORZ ORDER  -  FIRST
 DH5372  ELLP ORDER  -  SECOND    CLASS I
 DH5372
 DH5372.The horizontal coordinates were established by GPS observations
 DH5372.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5372
 DH5372
 DH5372.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5372
 DH5372.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5372
 DH5372.The ellipsoidal height was determined by GPS observations
 DH5372.and is referenced to NAD 83.
 DH5372
 DH5372.The geoid height was determined by GEOID03.
 DH5372
 DH5372;                    North         East     Units Scale Factor Converg.
 DH5372;SPC WI S     -   144,690.534   561,863.366   MT  0.99993406   -0 19 22.7
 DH5372;SPC WI S     -   474,705.53  1,843,380.06   sFT  0.99993406   -0 19 22.7
 DH5372;UTM  15      - 4,797,404.101   705,206.064   MT  1.00011802   +1 44 08.7
 DH5372
 DH5372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5372!SPC WI S     -   0.99994889  x   0.99993406  =   0.99988295
 DH5372!UTM  15      -   0.99994889  x   1.00011802  =   1.00006690
 DH5372
 DH5372                          SUPERSEDED SURVEY CONTROL
 DH5372
 DH5372.No superseded survey control is available for this station.
 DH5372
 DH5372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH0520697404(NAD 83)
 DH5372_MARKER: DD = SURVEY DISK
 DH5372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5372_STAMPING: DAYTON S GPS 2004
 DH5372_MARK LOGO: WIDT  
 DH5372_PROJECTION: FLUSH
 DH5372_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5372+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5372
 DH5372  HISTORY     - Date     Condition        Report By
 DH5372  HISTORY     - 2003     MONUMENTED       WIDT
 DH5372
 DH5372                          STATION DESCRIPTION
 DH5372
 DH5372'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5372'OWNERSHIP--TOWNSHIP OF DAYTON.  TO REACH THE STATION FROM THE JUNCTION
 DH5372'OF STATE  HIGHWAY 171 WITH COUNTY HIGHWAY E SOUTH IN THE VILLAGE OF
 DH5372'BOAZ, GO SOUTH ON COUNTY  HIGHWAY E FOR 2.3 MI TO COUNTY HIGHWAY Q ON
 DH5372'THE LEFT, TURN LEFT AND GO NORTHEAST ON  COUNTY HIGHWAY Q FOR 1.5 MI
 DH5372'TO WEISBREW ROAD ON THE RIGHT, TURN RIGHT AND GOS  SOUTHEAST ON
 DH5372'WEISBREW ROAD FOR 1.1 MI TO CHICKEN RIDGE ROAD, TURN LEFT AND GO EAST
 DH5372'ON  CHICKEN RIDGE ROAD FOR 1.0 MI TO THE STATION ON THE LEFT.  THE
 DH5372'STATION IS A BRONZE  WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH5372'SURVEY CONTROL STATION DISK SET IN  THE TOP OF A 41-CM ROUND CONCRETE
 DH5372'POST AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE  STATION IS 7.0 M
 DH5372'WEST OF THE CENTERLINE OF CHICKEN RIDGE ROAD, 30.9 M SOUTHWEST OF A
 DH5372'POWER POLE, 25.0 M NORTHWEST OF A POWER POLE, 0.9 M EAST OF A FENCE,
 DH5372'AND 1.0 M NORTH AND  SOUTH OF TWO ORANGE 4X4 PLASTIC WITNESS POSTS.
 DH5372'--NOTE---THIS STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER
 DH5372'THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0096 ***********************************************************************
 ON0096  DESIGNATION -  DBQ 705
 ON0096  PID         -  ON0096
 ON0096  STATE/COUNTY-  WI/RICHLAND
 ON0096  USGS QUAD   -  LONE ROCK (1983)
 ON0096
 ON0096                         *CURRENT SURVEY CONTROL
 ON0096  ___________________________________________________________________
 ON0096* NAD 83(1986)-  43 10 51.     (N)    090 11 51.     (W)     SCALED    
 ON0096* NAVD 88     -       214.865  (meters)     704.94   (feet)  ADJUSTED  
 ON0096  ___________________________________________________________________
 ON0096  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 ON0096  DYNAMIC HT  -         214.810 (meters)     704.76  (feet)  COMP
 ON0096  MODELED GRAV-     980,357.0   (mgal)                       NAVD 88
 ON0096
 ON0096  VERT ORDER  -  SECOND    CLASS 0
 ON0096
 ON0096.The horizontal coordinates were scaled from a topographic map and have
 ON0096.an estimated accuracy of +/- 6 seconds.
 ON0096
 ON0096.The orthometric height was determined by differential leveling
 ON0096.and adjusted by the National Geodetic Survey in June 1991..
 ON0096
 ON0096.The geoid height was determined by GEOID03.
 ON0096
 ON0096.The dynamic height is computed by dividing the NAVD 88
 ON0096.geopotential number by the normal gravity value computed on the
 ON0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0096.degrees latitude (g = 980.6199 gals.).
 ON0096
 ON0096.The modeled gravity was interpolated from observed gravity values.
 ON0096
 ON0096;                    North         East    Units  Estimated Accuracy
 ON0096;SPC WI S     -   131,200.      583,940.      MT  (+/- 180 meters Scaled)
 ON0096
 ON0096                          SUPERSEDED SURVEY CONTROL
 ON0096
 ON0096  NGVD 29 (??/??/92)  214.928  (m)          705.14   (f) ADJ UNCH    2 0
 ON0096
 ON0096.Superseded values are not recommended for survey control.
 ON0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0096.See file dsdata.txt to determine how the superseded data were derived.
 ON0096
 ON0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH277847(NAD 83)
 ON0096_MARKER: P = PIPE CAP
 ON0096_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ON0096_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ON0096_STAMPING: D B Q 705
 ON0096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0096
 ON0096  HISTORY     - Date     Condition        Report By
 ON0096  HISTORY     - UNK      MONUMENTED       USGS
 ON0096  HISTORY     - 1934     GOOD             NGS
 ON0096  HISTORY     - 1960     MARK NOT FOUND   USGS
 ON0096  HISTORY     - 1980     MARK NOT FOUND   USGS
 ON0096
 ON0096                          STATION DESCRIPTION
 ON0096
 ON0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ON0096'AT LONE ROCK.
 ON0096'AT LONE ROCK, RICHLAND COUNTY, ON STATE HIGHWAY 130, ABOUT 171 FEET
 ON0096'SOUTH OF THE CENTER OF THE MAIN STREET CROSSING OF THE CHICAGO,
 ON0096'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, 33 FEET EAST OF THE
 ON0096'CENTER LINE OF THE HIGHWAY, 2 FEET NORTH OF A POINT 2 FEET EAST OF
 ON0096'THE M.D. VAN SLYKE BLACKSMITH SHOP, AND ABOUT LEVEL WITH THE
 ON0096'GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 ON0096'D B Q 705 AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE.
 ON0096'NOTE-- THIS BM IS 165 FEET SOUTH AND 12 FEET WEST OF THE SW CORNER
 ON0096'OF THE CMSTP AND PRR STATION.
 ON0096
 ON0096                          STATION RECOVERY (1960)
 ON0096
 ON0096'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 ON0096'MARK NOT FOUND.
 ON0096
 ON0096                          STATION RECOVERY (1980)
 ON0096
 ON0096'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 ON0096'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0102 ***********************************************************************
 ON0102  DESIGNATION -  DBQ 707
 ON0102  PID         -  ON0102
 ON0102  STATE/COUNTY-  WI/RICHLAND
 ON0102  USGS QUAD   -  SEXTONVILLE (1983)
 ON0102
 ON0102                         *CURRENT SURVEY CONTROL
 ON0102  ___________________________________________________________________
 ON0102* NAD 83(1986)-  43 16 27.     (N)    090 18 45.     (W)     SCALED    
 ON0102* NAVD 88     -       215.596  (meters)     707.33   (feet)  ADJUSTED  
 ON0102  ___________________________________________________________________
 ON0102  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 ON0102  DYNAMIC HT  -         215.539 (meters)     707.15  (feet)  COMP
 ON0102  MODELED GRAV-     980,352.8   (mgal)                       NAVD 88
 ON0102
 ON0102  VERT ORDER  -  SECOND    CLASS 0
 ON0102
 ON0102.The horizontal coordinates were scaled from a topographic map and have
 ON0102.an estimated accuracy of +/- 6 seconds.
 ON0102
 ON0102.The orthometric height was determined by differential leveling
 ON0102.and adjusted by the National Geodetic Survey in June 1991..
 ON0102
 ON0102.The geoid height was determined by GEOID03.
 ON0102
 ON0102.The dynamic height is computed by dividing the NAVD 88
 ON0102.geopotential number by the normal gravity value computed on the
 ON0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0102.degrees latitude (g = 980.6199 gals.).
 ON0102
 ON0102.The modeled gravity was interpolated from observed gravity values.
 ON0102
 ON0102;                    North         East    Units  Estimated Accuracy
 ON0102;SPC WI S     -   141,600.      574,630.      MT  (+/- 180 meters Scaled)
 ON0102
 ON0102                          SUPERSEDED SURVEY CONTROL
 ON0102
 ON0102  NGVD 29 (??/??/92)  215.646  (m)          707.50   (f) ADJ UNCH    2 0
 ON0102
 ON0102.Superseded values are not recommended for survey control.
 ON0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0102.See file dsdata.txt to determine how the superseded data were derived.
 ON0102
 ON0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH180947(NAD 83)
 ON0102_MARKER: P = PIPE CAP
 ON0102_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ON0102_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ON0102_STAMPING: D B Q 707
 ON0102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0102
 ON0102  HISTORY     - Date     Condition        Report By
 ON0102  HISTORY     - UNK      MONUMENTED       USGS
 ON0102  HISTORY     - 1934     GOOD             NGS
 ON0102  HISTORY     - 1980     MARK NOT FOUND   USGS
 ON0102
 ON0102                          STATION DESCRIPTION
 ON0102
 ON0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ON0102'AT TWIN BLUFFS.
 ON0102'AT TWIN BLUFFS, RICHLAND COUNTY, ABOUT 252 FEET SOUTH OF THE MAIN
 ON0102'STREET CROSSING OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 ON0102'RAILROAD, 21 FEET EAST OF THE CENTER LINE OF THE STREET, 12
 ON0102'FEET NORTH OF A 4-FOOT OAK TREE, 2 FEET WEST OF THE RIGHT-OF-WAY
 ON0102'FENCE, AND ABOUT 1 FOOT HIGHER THAN THE ROADWAY.  A UNITED
 ON0102'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED D B Q 707 AND
 ON0102'RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE.
 ON0102
 ON0102                          STATION RECOVERY (1980)
 ON0102
 ON0102'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 ON0102'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1060 ***********************************************************************
 OM1060  DESIGNATION -  DE FOREST
 OM1060  PID         -  OM1060
 OM1060  STATE/COUNTY-  WI/DANE
 OM1060  USGS QUAD   -  DE FOREST (1983)
 OM1060
 OM1060                         *CURRENT SURVEY CONTROL
 OM1060  ___________________________________________________________________
 OM1060* NAD 83(1991)-  43 14 18.88069(N)    089 16 26.08351(W)     ADJUSTED  
 OM1060* NAVD 88     -       328.     (meters)    1076.     (feet)  SCALED    
 OM1060  ___________________________________________________________________
 OM1060  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 OM1060  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 OM1060
 OM1060  HORZ ORDER  -  SECOND
 OM1060
 OM1060.The horizontal coordinates were established by classical geodetic methods
 OM1060.and adjusted by the National Geodetic Survey in November 1991..
 OM1060
 OM1060.The orthometric height was scaled from a topographic map.
 OM1060
 OM1060.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1060
 OM1060.The geoid height was determined by GEOID03.
 OM1060
 OM1060;                    North         East     Units Scale Factor Converg.
 OM1060;SPC WI S     -   137,850.654   658,971.840   MT  0.99993656   +0 29 56.0
 OM1060;SPC WI S     -   452,265.02  2,161,976.78   sFT  0.99993656   +0 29 56.0
 OM1060;UTM  16      - 4,789,819.466   315,372.825   MT  1.00001933   -1 33 29.4
 OM1060
 OM1060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1060!SPC WI S     -   0.99995402  x   0.99993656  =   0.99989058
 OM1060!UTM  16      -   0.99995402  x   1.00001933  =   0.99997335
 OM1060
 OM1060:                Primary Azimuth Mark                     Grid Az
 OM1060:SPC WI S     -  E BRISTOL ST JOSEPHS CATH CH             071 11 16.1
 OM1060:UTM  16      -  E BRISTOL ST JOSEPHS CATH CH             073 14 41.5
 OM1060
 OM1060|---------------------------------------------------------------------|
 OM1060| PID    Reference Object                     Distance      Geod. Az  |
 OM1060|                                                           dddmmss.s |
 OM1060| OM1034 E BRISTOL ST JOSEPHS CATH CH        APPROX.10.3 KM 0714112.1 |
 OM1060| CI8516 DE FOREST AZ MK                                    1344651.3 |
 OM1060| OM1061 SUN PRAIRIE MICROWAVE TOWER         APPROX. 6.3 KM 1650147.0 |
 OM1060| CI8517 DE FOREST RM 1                       20.125 METERS 17948     |
 OM1060| OM1059 TT 66 USGS 1958                      24.778 METERS 27010     |
 OM1060| OM1053 DE FOREST MUNICIPAL TANK            APPROX. 5.2 KM 2834513.7 |
 OM1060|---------------------------------------------------------------------|
 OM1060
 OM1060                          SUPERSEDED SURVEY CONTROL
 OM1060
 OM1060  NAD 83(1986)-  43 14 18.87087(N)    089 16 26.08722(W) AD(       ) 2
 OM1060  NAD 27      -  43 14 18.90290(N)    089 16 25.67310(W) AD(       ) 2
 OM1060
 OM1060.Superseded values are not recommended for survey control.
 OM1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1060.See file dsdata.txt to determine how the superseded data were derived.
 OM1060
 OM1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1537389819(NAD 83)
 OM1060_MARKER: DS = TRIANGULATION STATION DISK
 OM1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1060
 OM1060  HISTORY     - Date     Condition        Report By
 OM1060  HISTORY     - 1958     MONUMENTED       CGS
 OM1060  HISTORY     - 1977     GOOD             ALSTER
 OM1060  HISTORY     - 1980     GOOD             LOCENG
 OM1060  HISTORY     - 19970208 GOOD             USPSQD
 OM1060
 OM1060                          STATION DESCRIPTION
 OM1060
 OM1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1060'THE STATION IS ABOUT 5 MILES NORTHWEST OF SUN PRAIRIE, ABOUT
 OM1060'3-1/2 MILES EAST OF DE FOREST AND ON THE PROPERTY OF MR. EDWARD
 OM1060'SCHWEENS.  IT IS 84 FEET EAST OF A T-FENCE CORNER, 31 FEET
 OM1060'NORTH OF THE CENTERLINE OF A PAVED ROAD, 12 FEET EAST OF A
 OM1060'WHITE WITNESS POST AND 1 FOOT NORTH OF A WIRE FENCE.  THE
 OM1060'MONUMENT IS FLUSH AND THE DISK IS STAMPED DE FOREST 1958.
 OM1060'
 OM1060'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 151 AND
 OM1060'STATE HIGHWAY 19 (MAIN AND BRISTOL STREETS) IN SUN PRAIRIE, GO
 OM1060'NORTH ON HIGHWAY 19 FOR 0.3 MILE TO THE JUNCTION WITH COUNTY
 OM1060'ROAD N.  TURN LEFT AND GO WEST ON HIGHWAY 19 FOR 2.55 MILES
 OM1060'TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON COUNTY ROAD C FOR
 OM1060'3.05 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ON
 OM1060'COUNTY ROAD C FOR 0.4 MILE TO A CROSSROAD.  TURN LEFT AND GO
 OM1060'WEST ON A PAVED ROAD FOR 0.4 MILE TO THE STATION ON THE RIGHT.
 OM1060'
 OM1060'REFERENCE MARK 1 IS 45 FEET EAST OF A TELEPHONE POLE, 35 FEET
 OM1060'SOUTH OF THE CENTERLINE OF THE PAVED ROAD, 25 FEET WEST OF AN
 OM1060'18 INCH WILD CHERRY TREE AND 6 INCHES NORTH OF A WIRE FENCE.
 OM1060'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED DE FOREST NO 1 1958.
 OM1060'
 OM1060'TT 66 (USGS) WAS USED AS REFERENCE MARK 2.  IT IS A STANDARD
 OM1060'U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED TT 66 KW 1957
 OM1060'1077 FEET, SET IN THE TOP OF A 6 X 6 INCH CONCRETE POST
 OM1060'PROJECTING 4 INCHES.  IT IS 35 FEET NORTH OF THE CENTERLINE OF
 OM1060'THE PAVED ROAD, 4 FEET NORTH OF A WIRE FENCE AND 3 FEET EAST
 OM1060'OF A WIRE FENCE.
 OM1060'
 OM1060'THE AZIMUTH MARK IS 152 FEET NORTH OF THE NORTHEAST CORNER OF
 OM1060'A FRAME HOG SHED, 34 FEET WEST OF THE CENTERLINE OF COUNTY
 OM1060'ROAD C, 11 FEET NORTH OF A TELEPHONE POLE, 2 FEET NORTH OF A
 OM1060'WHITE WITNESS POST AND 6 INCHES EAST OF A WIRE FENCE.  THE
 OM1060'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED DE FOREST
 OM1060'1958.
 OM1060'
 OM1060'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 OM1060
 OM1060                          STATION RECOVERY (1977)
 OM1060
 OM1060'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1977 (JWM)
 OM1060'DE FOREST 1958 RECOVERED GOOD.
 OM1060'
 OM1060'TT 66 USGS RECOVERED GOOD, DIST TO MARK--81.34 FEET.
 OM1060'
 OM1060'DE FOREST NO 1, 1958 RECOVERED GOOD, DIST TO MARK--66.03.
 OM1060'
 OM1060'DESCRIPTION ADEQUATE.
 OM1060'
 OM1060'N.G.S. NORWAY VISIBLE FROM GROUND.
 OM1060'
 OM1060'MEASURED GRID DISTANCE.
 OM1060'
 OM1060'NORWAY DE FOREST--28,902.061 FEET.
 OM1060'
 OM1060'DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES EAST OF
 OM1060'DE FOREST.
 OM1060
 OM1060                          STATION RECOVERY (1980)
 OM1060
 OM1060'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (FRT)
 OM1060'DE FOREST 1958 THE MONUMENT HAS NOT BEEN DISTURBED.
 OM1060'
 OM1060'DE FOREST NO 1 1958 THE MONUMENT HAS NOT BEEN DISTURBED.
 OM1060'
 OM1060'T 66 KW 1957 1077 THE MONUMENT HAS NOT BEEN DISTURBED.
 OM1060'
 OM1060'DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES EAST OF
 OM1060'DE FOREST.
 OM1060
 OM1060                          STATION RECOVERY (1997)
 OM1060
 OM1060'RECOVERY NOTE BY US POWER SQUADRON 1997
 OM1060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1053 ***********************************************************************
 OM1053  DESIGNATION -  DE FOREST MUNICIPAL TANK
 OM1053  PID         -  OM1053
 OM1053  STATE/COUNTY-  WI/DANE
 OM1053  USGS QUAD   -  DE FOREST (1983)
 OM1053
 OM1053                         *CURRENT SURVEY CONTROL
 OM1053  ___________________________________________________________________
 OM1053* NAD 83(1991)-  43 14 58.65923(N)    089 20 08.74401(W)     ADJUSTED  
 OM1053* NAVD 88     -                                                        
 OM1053  ___________________________________________________________________
 OM1053  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 OM1053  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 OM1053
 OM1053  HORZ ORDER  -  THIRD
 OM1053
 OM1053.The horizontal coordinates were established by classical geodetic methods
 OM1053.and adjusted by the National Geodetic Survey in November 1991..
 OM1053
 OM1053
 OM1053.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1053
 OM1053.The geoid height was determined by GEOID03.
 OM1053
 OM1053;                    North         East     Units Scale Factor Converg.
 OM1053;SPC WI S     -   139,036.241   653,938.792   MT  0.99993603   +0 27 23.0
 OM1053;SPC WI S     -   456,154.73  2,145,464.19   sFT  0.99993603   +0 27 23.0
 OM1053;UTM  16      - 4,791,185.088   310,385.108   MT  1.00004230   -1 36 03.2
 OM1053
 OM1053                          SUPERSEDED SURVEY CONTROL
 OM1053
 OM1053  NAD 83(1986)-  43 14 58.64887(N)    089 20 08.74918(W) AD(       ) 4
 OM1053  NAD 27      -  43 14 58.68100(N)    089 20 08.33400(W) AD(       ) 3
 OM1053
 OM1053.Superseded values are not recommended for survey control.
 OM1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1053.See file dsdata.txt to determine how the superseded data were derived.
 OM1053
 OM1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1038591185(NAD 83)
 OM1053_MARKER: 53 = ELEVATED TANK
 OM1053
 OM1053  HISTORY     - Date     Condition        Report By
 OM1053  HISTORY     - 1958     FIRST OBSERVED   CGS
 OM1053  HISTORY     - 19970208 GOOD             USPSQD
 OM1053  HISTORY     - 20021227 MARK NOT FOUND   USPSQD
 OM1053
 OM1053                          STATION DESCRIPTION
 OM1053
 OM1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1053'THE STATION IS THE CENTER OF THE TOP OF THE TANK LOCATED
 OM1053'150 FEET EAST OF THE INTERSECTION OF LINDE AND MADISON STREETS.
 OM1053'THE TANK IS SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE.  THE
 OM1053'TANK AND THE SUPPORTING STRUCTURE ARE PAINTED SILVER AND THE
 OM1053'OVERALL HEIGHT IS 80 FEET.  IT HAS THE NAME DE FOREST PAINTED
 OM1053'IN BLACK LETTERS ON THE SOUTH SIDE.
 OM1053
 OM1053                          STATION RECOVERY (1997)
 OM1053
 OM1053'RECOVERY NOTE BY US POWER SQUADRON 1997
 OM1053'RECOVERED IN GOOD CONDITION.
 OM1053
 OM1053                          STATION RECOVERY (2002)
 OM1053
 OM1053'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM1053'THE TANK AS DESCRIBED IN 1958 WAS NOT FOUND.  A NEW TANK WAS BUILT ON
 OM1053'THE SITE IN 1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI5979 ***********************************************************************
 AI5979  HT_MOD      -  This is a Height Modernization Survey Station.
 AI5979  DESIGNATION -  DE NEVEU GPS
 AI5979  PID         -  AI5979
 AI5979  STATE/COUNTY-  WI/FOND DU LAC
 AI5979  USGS QUAD   -  EDEN (1974)
 AI5979
 AI5979                         *CURRENT SURVEY CONTROL
 AI5979  ___________________________________________________________________
 AI5979* NAD 83(1997)-  43 43 57.77179(N)    088 21 09.25990(W)     ADJUSTED  
 AI5979* NAVD 88     -       341.83   (meters)    1121.5    (feet)  GPS OBS   
 AI5979  ___________________________________________________________________
 AI5979  X           -     132,713.728 (meters)                     COMP
 AI5979  Y           -  -4,614,369.652 (meters)                     COMP
 AI5979  Z           -   4,386,892.356 (meters)                     COMP
 AI5979  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 AI5979  ELLIP HEIGHT-         306.30  (meters)          (11/17/00) GPS OBS
 AI5979  GEOID HEIGHT-         -35.53  (meters)                     GEOID03
 AI5979
 AI5979  HORZ ORDER  -  FIRST
 AI5979  ELLP ORDER  -  THIRD     CLASS II
 AI5979
 AI5979.The horizontal coordinates were established by GPS observations
 AI5979.and adjusted by the National Geodetic Survey in July 2000..
 AI5979
 AI5979.The orthometric height was determined by GPS observations and a
 AI5979.high-resolution geoid model using precise GPS observation and
 AI5979.processing techniques.
 AI5979
 AI5979.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5979
 AI5979.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5979
 AI5979.The ellipsoidal height was determined by GPS observations
 AI5979.and is referenced to NAD 83.
 AI5979
 AI5979.The geoid height was determined by GEOID03.
 AI5979
 AI5979;                    North         East     Units Scale Factor Converg.
 AI5979;SPC WI S     -   193,801.053   732,710.283   MT  0.99994925   +1 07 55.0
 AI5979;SPC WI S     -   635,828.95  2,403,900.32   sFT  0.99994925   +1 07 55.0
 AI5979;UTM  16      - 4,843,075.607   391,072.626   MT  0.99974594   -0 56 06.4
 AI5979
 AI5979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5979!SPC WI S     -   0.99995197  x   0.99994925  =   0.99990122
 AI5979!UTM  16      -   0.99995197  x   0.99974594  =   0.99969792
 AI5979
 AI5979                          SUPERSEDED SURVEY CONTROL
 AI5979
 AI5979  ELLIP H (07/06/00)  306.30   (m)                       GP(       ) 2 1
 AI5979
 AI5979.Superseded values are not recommended for survey control.
 AI5979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5979.See file dsdata.txt to determine how the superseded data were derived.
 AI5979
 AI5979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9107343076(NAD 83)
 AI5979_MARKER: DD = SURVEY DISK
 AI5979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5979_SP_SET: WI-039
 AI5979_STAMPING: DE NEVEU GPS 1993
 AI5979_MARK LOGO: WI-039
 AI5979_PROJECTION: FLUSH
 AI5979_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI5979_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5979+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2005
 AI5979
 AI5979  HISTORY     - Date     Condition        Report By
 AI5979  HISTORY     - 1993     MONUMENTED       WI-039
 AI5979  HISTORY     - 19990923 GOOD             WIDT
 AI5979  HISTORY     - 2002     GOOD             WIDT
 AI5979  HISTORY     - 20030709 GOOD             USPSQD
 AI5979  HISTORY     - 20050412 GOOD             WIDT
 AI5979
 AI5979                          STATION DESCRIPTION
 AI5979
 AI5979'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI5979'THE STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) SOUTHEAST OF FOND DU LAC
 AI5979'AND 4.8 KM (3.00 MI) NORTH OF EDEN.  OWNERSHIP--FOND DU LAC COUNTY. TO
 AI5979'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 45 WITH COUNTY
 AI5979'HIGHWAY B IN THE VILLAGE OF EDEN, GO NORTH ON US HIGHWAY 45 FOR 1.21
 AI5979'KM (0.75 MI) TO COUNTY HIGHWAY UU ON THE RIGHT AND LIME ROAD ON THE
 AI5979'LEFT, TURN RIGHT AND GO EAST ON COUNTY HIGHWAY UU FOR 0.56 KM (0.35
 AI5979'MI) TO SUNNY ROAD (AHEAD) AND COUNTY HIGHWAY UU ON THE LEFT, TURN LEFT
 AI5979'AND GO NORTH ON COUNTY HIGHWAY UU FOR 3.2 KM (2.00 MI) TO COUNTY
 AI5979'HIGHWAY H, TURN RIGHT AND GO EAST ON COUNTY HIGHWAY H FOR 0.24 KM
 AI5979'(0.15 MI) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE FOND DU
 AI5979'LAC COUNTY GEODETIC CONTROL MARKER DISK STAMPED -DE NEVEU GPS 1993-AND
 AI5979'SET IN THE TOP OF A 45-CM (18-INCH) CONCRETE POST FLUSH WITH THE
 AI5979'GROUND AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 14.7
 AI5979'M (48.2 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY H, 61 M (200.1
 AI5979'FT) WEST OF THE EXTENDED CENTERLINE OF KINGS COURT, 37.4 M (122.7 FT)
 AI5979'NORTH-NORTHEAST OF POWER POLE --P390 15--, 31.3 M (102.7 FT)
 AI5979'NORTH-NORTHEAST OF TELEPHONE PEDESTAL --6--, 11.1 M (36.4 FT) EAST OF
 AI5979'TELEPHONE PEDESTAL --70--, 2.2 M (7.2 FT) SOUTH OF AN EAST/WEST
 AI5979'FENCELINE, AND 0.8 M (2.6 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 AI5979'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER
 AI5979'THAN 15 DEGREES ABOVE THE HORIZON.
 AI5979
 AI5979                          STATION RECOVERY (2002)
 AI5979
 AI5979'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (DJH)
 AI5979'RECOVERED AS DESCRIBED. ---NOTE--- THE STATION IS NOW 1.0 M EAST, 1.0
 AI5979'M WEST, AND 1.0 M NORTH OF THREE 4X4 ORANGE PLASTIC WITNESS POSTS.
 AI5979
 AI5979                          STATION RECOVERY (2003)
 AI5979
 AI5979'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI5979'RECOVERED IN GOOD CONDITION.
 AI5979
 AI5979                          STATION RECOVERY (2005)
 AI5979
 AI5979'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI5979'RECOVERED IN GOOD CONDITION.  ADD--THE STATION IS ABOUT 36 M
 AI5979'EAST-NORTHEAST OF A --JCT COUNTY UU-- SIGN POST, ABOUT 26 M
 AI5979'NORTH-NORTHWEST OF A --SCHOOL BUS STOP AHEAD-- SIGN POST, AND IS
 AI5979'ELEVATED 5 CM ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0898 ***********************************************************************
 PN0898  DESIGNATION -  DE PERE E MUNICIPAL TANK
 PN0898  PID         -  PN0898
 PN0898  STATE/COUNTY-  WI/BROWN
 PN0898  USGS QUAD   -  DE PERE (1992)
 PN0898
 PN0898                         *CURRENT SURVEY CONTROL
 PN0898  ___________________________________________________________________
 PN0898* NAD 83(1991)-  44 27 04.90179(N)    088 03 21.29072(W)     ADJUSTED  
 PN0898* NAVD 88     -                                                        
 PN0898  ___________________________________________________________________
 PN0898  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 PN0898  GEOID HEIGHT-         -36.18  (meters)                     GEOID03
 PN0898
 PN0898  HORZ ORDER  -  THIRD
 PN0898
 PN0898.The horizontal coordinates were established by classical geodetic methods
 PN0898.and adjusted by the National Geodetic Survey in November 1991..
 PN0898
 PN0898
 PN0898.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0898
 PN0898.The geoid height was determined by GEOID03.
 PN0898
 PN0898;                    North         East     Units Scale Factor Converg.
 PN0898;SPC WI C     -    70,526.224   754,721.055   MT  0.99996803   +1 22 18.1
 PN0898;SPC WI C     -   231,384.79  2,476,113.99   sFT  0.99996803   +1 22 18.1
 PN0898;UTM  16      - 4,922,548.734   415,987.350   MT  0.99968680   -0 44 22.2
 PN0898
 PN0898                          SUPERSEDED SURVEY CONTROL
 PN0898
 PN0898  NAD 83(1986)-  44 27 04.89395(N)    088 03 21.27789(W) AD(       ) 4
 PN0898  NAD 27      -  44 27 04.92100(N)    088 03 20.90400(W) AD(       ) 3
 PN0898
 PN0898.Superseded values are not recommended for survey control.
 PN0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0898.See file dsdata.txt to determine how the superseded data were derived.
 PN0898
 PN0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1598722549(NAD 83)
 PN0898
 PN0898  HISTORY     - Date     Condition        Report By
 PN0898  HISTORY     - 1953     MONUMENTED       CGS
 PN0898  HISTORY     - 1962     SEE DESCRIPTION  CGS
 PN0898
 PN0898                          STATION DESCRIPTION
 PN0898
 PN0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PN0898'STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL WATER TANK
 PN0898'LOCATED IN THE EAST SECTION OF DE PERE ABOUT 100 FEET NORTHWEST
 PN0898'OF THE INTERSECTION OF WILLIAM STREET AND HURON STREET.  IT IS
 PN0898'A STEEL TANK, SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE, IS
 PN0898'PAINTED SILVER AND IS ABOUT 125 FEET IN HEIGHT OVER-ALL.
 PN0898
 PN0898                          STATION RECOVERY (1962)
 PN0898
 PN0898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RCY)
 PN0898'STATION IS DESTROYED.  TANK HAS BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7621 ***********************************************************************
 DE7621  DESIGNATION -  DE PERE GPS
 DE7621  PID         -  DE7621
 DE7621  STATE/COUNTY-  WI/BROWN
 DE7621  USGS QUAD   -  BELLEVUE (1992)
 DE7621
 DE7621                         *CURRENT SURVEY CONTROL
 DE7621  ___________________________________________________________________
 DE7621* NAD 83(1997)-  44 23 37.59981(N)    087 59 48.34796(W)     ADJUSTED  
 DE7621* NAVD 88     -       279.863  (meters)     918.18   (feet)  ADJUSTED  
 DE7621  ___________________________________________________________________
 DE7621  X           -     159,579.091 (meters)                     COMP
 DE7621  Y           -  -4,562,357.823 (meters)                     COMP
 DE7621  Z           -   4,439,632.175 (meters)                     COMP
 DE7621  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 DE7621  ELLIP HEIGHT-         243.74  (meters)          (06/11/03) GPS OBS
 DE7621  GEOID HEIGHT-         -36.12  (meters)                     GEOID03
 DE7621  DYNAMIC HT  -         279.822 (meters)     918.05  (feet)  COMP
 DE7621  MODELED GRAV-     980,465.7   (mgal)                       NAVD 88
 DE7621
 DE7621  HORZ ORDER  -  B
 DE7621  VERT ORDER  -  SECOND    CLASS I
 DE7621  ELLP ORDER  -  FOURTH    CLASS I
 DE7621
 DE7621.The horizontal coordinates were established by GPS observations
 DE7621.and adjusted by the WI DEPT OF TRANSP in June 2003..
 DE7621
 DE7621.The orthometric height was determined by differential leveling
 DE7621.and adjusted by the National Geodetic Survey in May 2003..
 DE7621
 DE7621.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7621
 DE7621.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7621
 DE7621.The ellipsoidal height was determined by GPS observations
 DE7621.and is referenced to NAD 83.
 DE7621
 DE7621.The geoid height was determined by GEOID03.
 DE7621
 DE7621.The dynamic height is computed by dividing the NAVD 88
 DE7621.geopotential number by the normal gravity value computed on the
 DE7621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7621.degrees latitude (g = 980.6199 gals.).
 DE7621
 DE7621.The modeled gravity was interpolated from observed gravity values.
 DE7621
 DE7621;                    North         East     Units Scale Factor Converg.
 DE7621;SPC WI C     -    64,244.018   759,585.489   MT  0.99997592   +1 24 48.4
 DE7621;SPC WI C     -   210,773.92  2,492,073.39   sFT  0.99997592   +1 24 48.4
 DE7621;UTM  16      - 4,916,093.479   420,615.733   MT  0.99967750   -0 41 50.5
 DE7621
 DE7621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7621!SPC WI C     -   0.99996178  x   0.99997592  =   0.99993770
 DE7621!UTM  16      -   0.99996178  x   0.99967750  =   0.99963930
 DE7621
 DE7621                          SUPERSEDED SURVEY CONTROL
 DE7621
 DE7621  NAVD 88 (06/11/03)  279.86   (m)          918.2    (f) LEVELING    3  
 DE7621
 DE7621.Superseded values are not recommended for survey control.
 DE7621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7621.See file dsdata.txt to determine how the superseded data were derived.
 DE7621
 DE7621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2061616093(NAD 83)
 DE7621_MARKER: DD = SURVEY DISK
 DE7621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7621_STAMPING: DE PERE 2001
 DE7621_MARK LOGO: WIDT  
 DE7621_PROJECTION: FLUSH
 DE7621_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7621+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 DE7621
 DE7621  HISTORY     - Date     Condition        Report By
 DE7621  HISTORY     - 2001     MONUMENTED       WIDT
 DE7621  HISTORY     - 20030607 GOOD             USPSQD
 DE7621  HISTORY     - 20060112 GOOD             WIDT
 DE7621
 DE7621                          STATION DESCRIPTION
 DE7621
 DE7621'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7621'THE STATION IS LOCATED ABOUT 14 KM NORTHWEST OF DENMARK, 8 KM SOUTH
 DE7621'EAST OF DEPERE AND 10 KM EAST-NORTHEAST OF LITTLE RAPIDS.
 DE7621'OWNERSHIP--TOWN OF GLENMORE.  TO REACH THE STATION FROM THE JUNCTION
 DE7621'OF STATE HIGHWAY 32 WITH STATE HIGHWAY 96 ABOUT 15 KM SOUTH-SOUTHWEST
 DE7621'OF THE CITY OF DEPERE, GO EAST ON STATE HIGHWAY 96 FOR 7.0 KM TO
 DE7621'COUNTY HIGHWAY W, TURN LEFT AND GO NORTH ON COUNTY HIGHWAY W FOR 6.6
 DE7621'KM TO TOWER ROAD, CONTINUE NORTH ON TOWER ROAD FOR 2.3 KM TO GLENROCK
 DE7621'ROAD, TURN RIGHT AND GO EAST ON GLENROCK ROAD FOR 1.0 KM TO THE
 DE7621'STATION ON THE RIGHT. THE STATION IS BRONZE WISCONSIN DEPARTMENT OF
 DE7621'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7621'A 41-CM DIAMETER CONCRETE POST 2.5 M DEEP AND ABOUT 0.5 M ABOVE THE
 DE7621'ROAD PAVEMENT.    THE STATION IS 9.9 M SOUTH OF THE CENTERLINE OF
 DE7621'GLENROCK ROAD, 44 M WEST OF THE CENTERLINE OF A PRIVATE ENTRANCE
 DE7621'--3078--, 35 M SOUTHWEST OF A POWER POLE --2221 7E19--, 2 M NORTH OF
 DE7621'CULTIVATED FIELD AND 0.8 M NORTH OF A WHITE PLASTIC WITNESS POST.
 DE7621'---NOTE--- THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7621'THAN 15 DEGREES ABOVE THE HORIZON.
 DE7621
 DE7621                          STATION RECOVERY (2003)
 DE7621
 DE7621'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7621'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.4 MILE WEST OF
 DE7621'COUNTY HIGHWAY X, 3 INCHES BELOW THE SURROUNDING GROUND SURFACE.
 DE7621
 DE7621                          STATION RECOVERY (2006)
 DE7621
 DE7621'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7621'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.5 MILE EAST OF
 DE7621'TOWER ROAD AND 1.0 M SOUTH, 1.0 M NORTHWEST, AND 1.0 M NORTHEAST OF
 DE7621'THREE ORANGE 4X4 PLASTIC GUARD POSTS.  NOTE-- THERE IS NO WHITE
 DE7621'PLASTIC WITNESS POST PRESENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0901 ***********************************************************************
 PN0901  DESIGNATION -  DE PERE W MUNICIPAL TANK
 PN0901  PID         -  PN0901
 PN0901  STATE/COUNTY-  WI/BROWN
 PN0901  USGS QUAD   -  DE PERE (1992)
 PN0901
 PN0901                         *CURRENT SURVEY CONTROL
 PN0901  ___________________________________________________________________
 PN0901* NAD 83(1991)-  44 26 53.39529(N)    088 04 23.01475(W)     ADJUSTED  
 PN0901* NAVD 88     -                                                        
 PN0901  ___________________________________________________________________
 PN0901  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 PN0901  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PN0901
 PN0901  HORZ ORDER  -  THIRD
 PN0901
 PN0901.The horizontal coordinates were established by classical geodetic methods
 PN0901.and adjusted by the National Geodetic Survey in November 1991..
 PN0901
 PN0901
 PN0901.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0901
 PN0901.The geoid height was determined by GEOID03.
 PN0901
 PN0901;                    North         East     Units Scale Factor Converg.
 PN0901;SPC WI C     -    70,138.641   753,365.201   MT  0.99996844   +1 21 34.6
 PN0901;SPC WI C     -   230,113.19  2,471,665.66   sFT  0.99996844   +1 21 34.6
 PN0901;UTM  16      - 4,922,211.455   414,618.522   MT  0.99968965   -0 45 05.3
 PN0901
 PN0901                          SUPERSEDED SURVEY CONTROL
 PN0901
 PN0901  NAD 83(1986)-  44 26 53.38782(N)    088 04 23.00213(W) AD(       ) 4
 PN0901  NAD 27      -  44 26 53.42000(N)    088 04 22.63000(W) AD(       ) 3
 PN0901
 PN0901.Superseded values are not recommended for survey control.
 PN0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0901.See file dsdata.txt to determine how the superseded data were derived.
 PN0901
 PN0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1461922211(NAD 83)
 PN0901
 PN0901  HISTORY     - Date     Condition        Report By
 PN0901  HISTORY     - 1953     MONUMENTED       CGS
 PN0901  HISTORY     - 1962     SEE DESCRIPTION  CGS
 PN0901
 PN0901                          STATION DESCRIPTION
 PN0901
 PN0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PN0901'STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL WATER TANK
 PN0901'LOCATED IN THE WEST SECTION OF DE PERE ABOUT 75 FEET NORTHEAST
 PN0901'OF THE INTERSECTION OF MAIN AVENUE AND 5TH STREET.  IT IS A STEEL
 PN0901'TANK, SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE, IS PAINTED
 PN0901'SILVER AND IS ABOUT 125 FEET IN HEIGHT OVER-ALL.
 PN0901
 PN0901                          STATION RECOVERY (1962)
 PN0901
 PN0901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RCY)
 PN0901'STATION IS DESTROYED.  TANK HAS BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH4971 ***********************************************************************
 DH4971  DESIGNATION -  DE SOTO GPS
 DH4971  PID         -  DH4971
 DH4971  STATE/COUNTY-  WI/CRAWFORD
 DH4971  USGS QUAD   -  DE SOTO (1983)
 DH4971
 DH4971                         *CURRENT SURVEY CONTROL
 DH4971  ___________________________________________________________________
 DH4971* NAD 83(1997)-  43 25 06.65531(N)    091 11 53.36424(W)     ADJUSTED  
 DH4971* NAVD 88     -                                                        
 DH4971  ___________________________________________________________________
 DH4971  X           -     -97,028.544 (meters)                     COMP
 DH4971  Y           -  -4,639,222.488 (meters)                     COMP
 DH4971  Z           -   4,361,501.796 (meters)                     COMP
 DH4971  LAPLACE CORR-          -6.24  (seconds)                    DEFLEC99
 DH4971  ELLIP HEIGHT-         161.98  (meters)          (08/01/05) GPS OBS
 DH4971  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 DH4971
 DH4971  HORZ ORDER  -  B
 DH4971  ELLP ORDER  -  FOURTH    CLASS I
 DH4971
 DH4971.The horizontal coordinates were established by GPS observations
 DH4971.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH4971
 DH4971
 DH4971.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4971
 DH4971.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4971
 DH4971.The ellipsoidal height was determined by GPS observations
 DH4971.and is referenced to NAD 83.
 DH4971
 DH4971.The geoid height was determined by GEOID03.
 DH4971
 DH4971;                    North         East     Units Scale Factor Converg.
 DH4971;SPC WI S     -   158,280.526   502,976.724   MT  0.99993259   -0 49 23.7
 DH4971;SPC WI S     -   519,292.03  1,650,182.80   sFT  0.99993259   -0 49 23.7
 DH4971;UTM  15      - 4,808,868.635   645,865.927   MT  0.99986173   +1 14 19.2
 DH4971
 DH4971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4971!SPC WI S     -   0.99997460  x   0.99993259  =   0.99990719
 DH4971!UTM  15      -   0.99997460  x   0.99986173  =   0.99983633
 DH4971
 DH4971                          SUPERSEDED SURVEY CONTROL
 DH4971
 DH4971.No superseded survey control is available for this station.
 DH4971
 DH4971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ4586608869(NAD 83)
 DH4971_MARKER: DD = SURVEY DISK
 DH4971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4971_STAMPING: DE SOTO GPS 2004
 DH4971_MARK LOGO: WIDT  
 DH4971_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH4971_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4971+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH4971
 DH4971  HISTORY     - Date     Condition        Report By
 DH4971  HISTORY     - 2003     MONUMENTED       WIDT
 DH4971  HISTORY     - 20040816 GOOD             WIDT
 DH4971  HISTORY     - 20051228 GOOD             WIDT
 DH4971
 DH4971                          STATION DESCRIPTION
 DH4971
 DH4971'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH4971'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH4971'STATION FROM THE  JUNCTION OF STATE HIGHWAY 35 WITH STATE HIGHWAY 82
 DH4971'IN THE VILLAGE OF DE SOTO, GO SOUTH  ON STATE HIGHWAY 35 FOR 0.25 MI
 DH4971'TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE  WISCONSIN
 DH4971'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH4971'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE
 DH4971'HIGHWAY PAVEMENT.   THE STATION IS 8.3 M SOUTHWEST OF THE CENTERLINE
 DH4971'OF STATE HIGHWAY 35, 20 M SOUTHEAST OF  THE CENTERLINE OF THE ENTRANCE
 DH4971'TO PUBLIC BOAT LANDING --10153--, 13.1 M SOUTHEAST OF A  WOOD POST FOR
 DH4971'A --STOP-- SIGN, 1.0 M SOUTH OF AN ORANGE 4X4 PLASTIC WITNESS POST,
 DH4971'1.0 M  WEST OF AN ORANGE 4X4 PLASTIC WITNESS POST, AND 1.0 M EAST OF
 DH4971'AN ORANGE 4X4 PLASTIC  WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DH4971'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN  15 DEGREES ABOVE THE
 DH4971'HORIZON.
 DH4971
 DH4971                          STATION RECOVERY (2004)
 DH4971
 DH4971'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 DH4971'RECOVERED AS DESCRIBED.
 DH4971
 DH4971                          STATION RECOVERY (2005)
 DH4971
 DH4971'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH4971'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0639 ***********************************************************************
 PN0639  DESIGNATION -  DEAD
 PN0639  PID         -  PN0639
 PN0639  STATE/COUNTY-  WI/BROWN
 PN0639  USGS QUAD   -  WRIGHTSTOWN (1992)
 PN0639
 PN0639                         *CURRENT SURVEY CONTROL
 PN0639  ___________________________________________________________________
 PN0639* NAD 83(1986)-  44 19 21.     (N)    088 11 16.     (W)     SCALED    
 PN0639* NAVD 88     -       202.640  (meters)     664.83   (feet)  ADJUSTED  
 PN0639  ___________________________________________________________________
 PN0639  GEOID HEIGHT-         -36.18  (meters)                     GEOID03
 PN0639  DYNAMIC HT  -         202.610 (meters)     664.73  (feet)  COMP
 PN0639  MODELED GRAV-     980,463.7   (mgal)                       NAVD 88
 PN0639
 PN0639  VERT ORDER  -  FIRST     CLASS 0
 PN0639
 PN0639.The horizontal coordinates were scaled from a topographic map and have
 PN0639.an estimated accuracy of +/- 6 seconds.
 PN0639
 PN0639.The orthometric height was determined by differential leveling
 PN0639.and adjusted by the National Geodetic Survey in June 1991..
 PN0639
 PN0639.The geoid height was determined by GEOID03.
 PN0639
 PN0639.The dynamic height is computed by dividing the NAVD 88
 PN0639.geopotential number by the normal gravity value computed on the
 PN0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0639.degrees latitude (g = 980.6199 gals.).
 PN0639
 PN0639.The modeled gravity was interpolated from observed gravity values.
 PN0639
 PN0639;                    North         East    Units  Estimated Accuracy
 PN0639;SPC WI C     -    55,970.      744,550.      MT  (+/- 180 meters Scaled)
 PN0639
 PN0639                          SUPERSEDED SURVEY CONTROL
 PN0639
 PN0639.No superseded survey control is available for this station.
 PN0639
 PN0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ052083(NAD 83)
 PN0639_MARKER: I = METAL ROD
 PN0639_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PN0639+WITH SETTING: INFORMATION.
 PN0639_SP_SET: COPPER-CLAD STEEL ROD
 PN0639_MARK LOGO: USLS  
 PN0639_PROJECTION: FLUSH
 PN0639_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0639+STABILITY: SURFACE MOTION
 PN0639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0639+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 PN0639_ROD/PIPE-DEPTH: 2.44 meters
 PN0639
 PN0639  HISTORY     - Date     Condition        Report By
 PN0639  HISTORY     - 1962     MONUMENTED       USLS
 PN0639  HISTORY     - 1974     GOOD             NOS
 PN0639  HISTORY     - 19940513 GOOD             WI-009
 PN0639  HISTORY     - 20010331 MARK NOT FOUND   NGS
 PN0639  HISTORY     - 20010531 GOOD             WIDT
 PN0639  HISTORY     - 20030607 GOOD             USPSQD
 PN0639  HISTORY     - 20050809 GOOD             WIDT
 PN0639
 PN0639                          STATION DESCRIPTION
 PN0639
 PN0639'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0639'1.1 MI WEST FROM WRIGHTSTOWN.
 PN0639'1.1 MILES WESTERLY ALONG WISCONSIN HIGHWAY 96 FROM THE INTERSECTION
 PN0639'OF MAIN ST. AND BROADWAY AT WRIGHTSTOWN, NORTH OF THE FOX RIVER, AT
 PN0639'THE NORTHEAST CORNER OF A CEMETERY, 59.1 FT. NORTHEAST OF THE
 PN0639'NORTHEAST CORNER OF THE BASE OF THE KLISTER TOMBSTONE, 33.6 FT. SOUTH
 PN0639'OF WISCONSIN HIGHWAY 96, 8.1 FT. NORTH OF U.P. NO. 25, FLUSH WITH THE
 PN0639'GROUND SURFACE, A 5/8 INCH DIAMETER COPPER COATED STEEL ROD 8 FT.
 PN0639'LONG.
 PN0639
 PN0639                          STATION RECOVERY (1994)
 PN0639
 PN0639'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0639'RECOVERED AS DESCRIBED.
 PN0639
 PN0639                          STATION RECOVERY (2001)
 PN0639
 PN0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PN0639'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PN0639
 PN0639                          STATION RECOVERY (2001)
 PN0639
 PN0639'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PN0639'THE STATION IS LOCATED ABOUT 26 KM SOUTH-SOUTHWEST OF GREEN BAY AND
 PN0639'14 KM NORTHEAST OF APPLETON. OWNERSHIP--WISCONSIN DEPARTMENT OF
 PN0639'TRANSPORTATION. TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY
 PN0639'41 WITH COUNTY HIGHWAY U ABOUT 22 KM NORTHEAST OF THE CITY OF
 PN0639'APPLETON, GO SOUTH ON COUNTY HIGHWAY U FOR  3.0 KM TO STATE HIGHWAY
 PN0639'96, TURN LEFT AND GO EAST ON STATE HIGHWAY 96 FOR 0.3 KM TO THE
 PN0639'CEMETARY AND THE STATION ON THE RIGHT LOCATED IN THE NORTHEAST CORNER
 PN0639'OF CEMETARY. THE STATION IS A 1.2-CM DIAMETER COPPER CLAD ROD ABOUT
 PN0639'0.5 M BELOW THE HIGHWAY PAVEMENT. THE STATION IS 10.2 M SOUTH OF THE
 PN0639'CENTERLINE OF STATE HIGHWAY 96, 29.2 M EAST OF THE CENTERLINE OF
 PN0639'EASTERNMOST CEMETARY ENTRANCE, 12.7 M NORTHEAST OF NORTHEASTERN
 PN0639'CORNER OF GRAVESTONE --AGEN-- , 2.8 M NORTH OF POWER POLE --12W99
 PN0639'PA1830 P-3--, 2.4 M NORTH OF AN ORANGE POST FOR A --FIBER OPTIC
 PN0639'CABLE-- SIGN. ---NOTE--- THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 PN0639'EXTENDING HIGHER THAN 15  DEGREES ABOVE THE HORIZON. NOTE--ROD WAS
 PN0639'DRIVEN 8.0 FEET.
 PN0639
 PN0639                          STATION RECOVERY (2003)
 PN0639
 PN0639'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0639'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 0.3 MILE EAST
 PN0639'OF COUNTY HIGHWAY U ON THE SOUTH SIDE OF HIGHWAY 96.  THE TOP OF THE
 PN0639'ROD IS 8 INCHES BELOW THE GROUND SURFACE.  NOTE-- THE POWER POLE HAS
 PN0639'ONE GUY WIRE.
 PN0639
 PN0639                          STATION RECOVERY (2005)
 PN0639
 PN0639'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PN0639'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 28.5 M WEST OF A
 PN0639'--REDUCE SPEED AHEAD 35 MPH-- SIGN POST AND 0.6 M NORTH, 0.8 M EAST
 PN0639'AND 0.8 M WEST OF THREE WHITE PLASTIC WITNESS POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON1018 ***********************************************************************
 ON1018  DESIGNATION -  DEBELLO
 ON1018  PID         -  ON1018
 ON1018  STATE/COUNTY-  WI/VERNON
 ON1018  USGS QUAD   -  VALTON (1983)
 ON1018
 ON1018                         *CURRENT SURVEY CONTROL
 ON1018  ___________________________________________________________________
 ON1018* NAD 83(1991)-  43 35 10.84680(N)    090 21 07.12216(W)     ADJUSTED  
 ON1018* NAVD 88     -       401.     (meters)    1316.     (feet)  SCALED    
 ON1018  ___________________________________________________________________
 ON1018  LAPLACE CORR-          -6.75  (seconds)                    DEFLEC99
 ON1018  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 ON1018
 ON1018  HORZ ORDER  -  SECOND
 ON1018
 ON1018.The horizontal coordinates were established by classical geodetic methods
 ON1018.and adjusted by the National Geodetic Survey in March 1999..
 ON1018
 ON1018.The orthometric height was scaled from a topographic map.
 ON1018
 ON1018.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1018
 ON1018.The geoid height was determined by GEOID03.
 ON1018
 ON1018;                    North         East     Units Scale Factor Converg.
 ON1018;SPC WI S     -   176,288.685   571,575.611   MT  0.99993775   -0 14 30.6
 ON1018;SPC WI S     -   578,373.79  1,875,244.32   sFT  0.99993775   -0 14 30.6
 ON1018;UTM  15      - 4,829,338.035   713,776.081   MT  1.00016216   +1 49 34.9
 ON1018
 ON1018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1018!SPC WI S     -   0.99994249  x   0.99993775  =   0.99988025
 ON1018!UTM  15      -   0.99994249  x   1.00016216  =   1.00010464
 ON1018
 ON1018|---------------------------------------------------------------------|
 ON1018| PID    Reference Object                     Distance      Geod. Az  |
 ON1018|                                                           dddmmss.s |
 ON1018| CI8519 DEBELLO RM 1                         26.575 METERS 07906     |
 ON1018| CI8518 DEBELLO AZ MK                                      1793555.8 |
 ON1018| CI8520 DEBELLO RM 2                         27.638 METERS 18827     |
 ON1018|---------------------------------------------------------------------|
 ON1018
 ON1018                          SUPERSEDED SURVEY CONTROL
 ON1018
 ON1018  NAD 83(1991)-  43 35 10.84680(N)    090 21 07.12394(W) AD(       ) 2
 ON1018  NAD 83(1986)-  43 35 10.83780(N)    090 21 07.12432(W) AD(       ) 2
 ON1018  NAD 27      -  43 35 10.92670(N)    090 21 06.66050(W) AD(       ) 2
 ON1018
 ON1018.Superseded values are not recommended for survey control.
 ON1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1018.See file dsdata.txt to determine how the superseded data were derived.
 ON1018
 ON1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ1377629338(NAD 83)
 ON1018_MARKER: DS = TRIANGULATION STATION DISK
 ON1018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1018
 ON1018  HISTORY     - Date     Condition        Report By
 ON1018  HISTORY     - 1958     MONUMENTED       CGS
 ON1018  HISTORY     - 1981     GOOD             WIDT
 ON1018
 ON1018                          STATION DESCRIPTION
 ON1018
 ON1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 ON1018'THE STATION IS ABOUT 4-3/4 MILES SOUTH OF HILLSBORO, ABOUT
 ON1018'5-1/2 MILES NORTHEAST OF YUBA, IN THE SOUTHWEST 1/4 OF SEC.
 ON1018'23, T-13-N, R-1-E, AND ON THE GROUNDS OF THE DEBELLO PUBLIC
 ON1018'SCHOOL.  IT IS 82 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION
 ON1018'OF COUNTY HIGHWAYS V AND EE, 51 FEET EAST OF THE CENTERLINE
 ON1018'OF A GRAVELED ROAD, 44 FEET NORTH OF THE CENTERLINE OF HIGHWAY
 ON1018'EE, 44 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE FRAME
 ON1018'SCHOOL BUILDING AND 16 FEET NORTHEAST OF A WHITE WITNESS POST.
 ON1018'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED DEBELLO 1958.
 ON1018'
 ON1018'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 ON1018'80 AND COUNTY HIGHWAY H, ABOUT 0.75 MILE NORTH OF YUBA, GO
 ON1018'NORTH AND NORTHEAST ON HIGHWAY 80 FOR 4.35 MILES TO A CROSSROAD.
 ON1018'TURN RIGHT AND GO EAST ON COUNTY HIGHWAY V FOR 0.5 MILE TO
 ON1018'THE DEBELLO PUBLIC SCHOOL AND THE STATION ON THE LEFT.
 ON1018'
 ON1018'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON COUNTY
 ON1018'HIGHWAY V FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 ON1018'
 ON1018'REFERENCE MARK 1 IS 43 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 ON1018'OF THE FRAME SCHOOL BUILDING, 33 FEET EAST OF THE CENTERLINE
 ON1018'OF A DRIVEWAY, 32 FEET NORTH OF THE CENTERLINE OF COUNTY
 ON1018'HIGHWAY EE AND 6 FEET NORTH OF A POWER POLE.  THE MONUMENT
 ON1018'IS FLUSH AND THE DISK IS STAMPED DEBELLO NO 1 1958.
 ON1018'
 ON1018'REFERENCE MARK 2 IS 51 FEET SOUTHEAST OF THE CENTER OF THE
 ON1018'INTERSECTION OF COUNTY HIGHWAYS V AND EE, 42 FEET SOUTH OF
 ON1018'THE CENTERLINE OF HIGHWAY EE, 41 FEET EAST OF THE CENTERLINE
 ON1018'OF HIGHWAY V, 16 FEET NORTH OF THE NORTH ONE OF TWO POWER
 ON1018'POLES AND 1 FOOT NORTHWEST OF A WIRE FENCE.  THE MONUMENT
 ON1018'IS FLUSH AND THE DISK IS STAMPED DEBELLO NO 2 1958.
 ON1018'
 ON1018'THE AZIMUTH MARK IS 33 FEET WEST OF THE CENTERLINE OF HIGHWAY
 ON1018'V, 4 FEET NORTH OF A TELEPHONE POLE, 2 FEET NORTH OF A WHITE
 ON1018'WITNESS POST AND 6 INCHES EAST OF A WIRE FENCE.  THE MONUMENT
 ON1018'PROJECTS 2 INCHES AND THE DISK IS STAMPED DEBELLO 1958.
 ON1018'
 ON1018'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ON1018
 ON1018                          STATION RECOVERY (1981)
 ON1018
 ON1018'RECOVERY NOTE BY WI DEPT OF TRANSP 1981 (GFN)
 ON1018'DEBELLO 1958 RECOVERED GOOD CONDITION.
 ON1018'
 ON1018'DEBELLO RM 1 1958 RECOVERED GOOD CONDITION.
 ON1018'
 ON1018'DEBELLO RM 2 1958 RECOVERED GOOD CONDITION.
 ON1018'
 ON1018'1958 DESCRIPTION ADEQUATE EXCEPT THE DEBELLO SCHOOL HAS BEEN
 ON1018'CONVERTED TO A PRIVATE RESIDENCE.
 ON1018'
 ON1018'DISTANCE AND DIRECTION FROM NEAREST TOWN--4-3/4 MILES SOUTH OF
 ON1018'HILLSBORO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0509 ***********************************************************************
 PM0509  DESIGNATION -  DEBROUX
 PM0509  PID         -  PM0509
 PM0509  STATE/COUNTY-  WI/DOOR
 PM0509  USGS QUAD   -  LITTLE STURGEON (1982)
 PM0509
 PM0509                         *CURRENT SURVEY CONTROL
 PM0509  ___________________________________________________________________
 PM0509* NAD 83(1991)-  44 50 19.25453(N)    087 36 27.20741(W)     ADJUSTED  
 PM0509* NAVD 88     -       194.     (meters)     636.     (feet)  SCALED    
 PM0509  ___________________________________________________________________
 PM0509  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 PM0509  GEOID HEIGHT-         -36.61  (meters)                     GEOID03
 PM0509
 PM0509  HORZ ORDER  -  SECOND
 PM0509
 PM0509.The horizontal coordinates were established by classical geodetic methods
 PM0509.and adjusted by the National Geodetic Survey in November 1991..
 PM0509
 PM0509.The orthometric height was scaled from a topographic map.
 PM0509
 PM0509.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0509
 PM0509.The geoid height was determined by GEOID03.
 PM0509
 PM0509;                    North         East     Units Scale Factor Converg.
 PM0509;SPC WI C     -   114,499.074   789,126.546   MT  0.99994092   +1 41 17.0
 PM0509;SPC WI C     -   375,652.38  2,588,992.68   sFT  0.99994092   +1 41 17.0
 PM0509;UTM  16      - 4,965,209.769   451,980.983   MT  0.99962835   -0 25 42.3
 PM0509
 PM0509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0509!SPC WI C     -   0.99997533  x   0.99994092  =   0.99991625
 PM0509!UTM  16      -   0.99997533  x   0.99962835  =   0.99960369
 PM0509
 PM0509:                Primary Azimuth Mark                     Grid Az
 PM0509:SPC WI C     -  PESHTIGO REEF LIGHT                      007 59 31.4
 PM0509:UTM  16      -  PESHTIGO REEF LIGHT                      010 06 30.7
 PM0509
 PM0509|---------------------------------------------------------------------|
 PM0509| PID    Reference Object                     Distance      Geod. Az  |
 PM0509|                                                           dddmmss.s |
 PM0509| PM0505 PESHTIGO REEF LIGHT                 APPROX.13.3 KM 0094048.4 |
 PM0509| CJ4828 DEBROUX RM 1                         25.217 METERS 05718     |
 PM0509| CJ4827 DEBROUX AZ MK                                      1925938.2 |
 PM0509| PM0508 HOMER                                26.242 METERS 24142     |
 PM0509| CJ4830 DEBROUX RS                            4.170 METERS 26022     |
 PM0509| PM0507 DEBROUX USLS 1874                    30.568 METERS 27353     |
 PM0509|---------------------------------------------------------------------|
 PM0509
 PM0509                          SUPERSEDED SURVEY CONTROL
 PM0509
 PM0509  NAD 83(1986)-  44 50 19.24737(N)    087 36 27.19860(W) AD(       ) 2
 PM0509  NAD 27      -  44 50 19.26800(N)    087 36 26.83900(W) AD(       ) 2
 PM0509
 PM0509.Superseded values are not recommended for survey control.
 PM0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0509.See file dsdata.txt to determine how the superseded data were derived.
 PM0509
 PM0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5198165210(NAD 83)
 PM0509_MARKER: DS = TRIANGULATION STATION DISK
 PM0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0509
 PM0509  HISTORY     - Date     Condition        Report By
 PM0509  HISTORY     - 1953     MONUMENTED       CGS
 PM0509  HISTORY     - 1970     GOOD             USE
 PM0509  HISTORY     - 19940719 GOOD             USPSQD
 PM0509
 PM0509                          STATION DESCRIPTION
 PM0509
 PM0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0509'STATION IS LOCATED ABOUT 12 MILES WEST OF STURGEON BAY AND 8 MILES
 PM0509'NORTH OF BRUSSELS AND ON THE PROPERTY OF HOMER DEBROUX.  IT IS 120
 PM0509'FEET NORTHEAST OF THE NORTHEAST CORNER OF A BARN, 61 FEET SOUTH OF
 PM0509'A HIGH BLUFF OVERLOOKING GREEN BAY AND IS SET IN A FENCE LINE.  THE
 PM0509'MARK IS FLUSH AND THE DISK IS STAMPED DEBROUX 1953.
 PM0509'
 PM0509'REFERENCE MARK NO. 1 IS 48 FEET SOUTH OF THE BLUFF, 4 FEET NORTH OF A
 PM0509'16 INCH CEDAR TREE AND 2 FEET NORTHWEST OF A FENCE LINE.  THE MARK
 PM0509'IS FLUSH AND THE DISK IS STAMPED DEBROUX NO 1 1953.
 PM0509'
 PM0509'HOMER (USLS 1951) WAS USED AS A REFERENCE MARK.  IT IS 54 FEET SOUTH
 PM0509'OF THE BLUFF, 45 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE BARN
 PM0509'AND 4 FEET NORTH OF THE FENCE LINE.  THE MARK IS A 6 INCH WELL
 PM0509'CASING FILLED WITH CONCRETE WITH A 1/4 INCH BRONZE NAIL IN THE
 PM0509'CENTER OF THE TOP.
 PM0509'
 PM0509'DEBROUX (USLS 1874) IS 92 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 PM0509'THE BARN AND 7 FEET SOUTH OF THE HIGH BLUFF.  THE MARK IS A 6 X 6
 PM0509'INCH CONCRETE POST WITH THE LETTERS US CAST IN THE TOP AND HAS A
 PM0509'SMALL BRONZE TRIANGLE SET IN THE CENTER OF THE TOP AND IS SET 12
 PM0509'INCHES UNDERGROUND.
 PM0509'
 PM0509'AZIMUTH MARK IS 31 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 9 FEET
 PM0509'NORTHWEST OF A POWER LINE POLE, 3 FEET NORTHEAST OF A WHITE WITNESS
 PM0509'POST AND 1 FOOT EAST OF A FENCE LINE.  THE MARK IS FLUSH AND THE
 PM0509'DISK IS STAMPED DEBROUX 1953.
 PM0509'
 PM0509'TO REACH THE STATION FROM THE SOUTHWEST END OF THE BRIDGE OVER
 PM0509'STURGEON BAY IN STURGEON BAY, GO SOUTH ON STATE HIGHWAY NOS. 57 AND
 PM0509'42 FOR 0.1 MILE TO THE JUNCTION OF COUNTY HIGHWAY C.  TURN RIGHT ON
 PM0509'HIGHWAY C AND GO WEST FOR 12.15 TO A SIDE ROAD RIGHT.  TURN RIGHT
 PM0509'AND GO NORTH FOR 0.3 MILE TO A T ROAD, TURN RIGHT AND GO EAST FOR
 PM0509'0.7 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH FOR 0.35
 PM0509'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE NORTH
 PM0509'FOR 0.4 MILE TO THE STATION AS DESCRIBED.
 PM0509'
 PM0509'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 PM0509
 PM0509                          STATION RECOVERY (1970)
 PM0509
 PM0509'RECOVERY NOTE BY US ENGINEERS 1970 (DJO)
 PM0509'THE STATION WAS RECOVERED IN GOOD CONDITION.  MR DEBROUX TOOK US
 PM0509'RIGHT TO THE MONUMENT.  DID NOT CHECK REFERENCE MARKS PLAINLY
 PM0509'VISIBLE.
 PM0509
 PM0509                          STATION RECOVERY (1994)
 PM0509
 PM0509'RECOVERY NOTE BY US POWER SQUADRON 1994
 PM0509'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0507 ***********************************************************************
 PM0507  DESIGNATION -  DEBROUX USLS 1874
 PM0507  PID         -  PM0507
 PM0507  STATE/COUNTY-  WI/DOOR
 PM0507  USGS QUAD   -  LITTLE STURGEON (1982)
 PM0507
 PM0507                         *CURRENT SURVEY CONTROL
 PM0507  ___________________________________________________________________
 PM0507* NAD 83(1991)-  44 50 19.32166(N)    087 36 28.59599(W)     ADJUSTED  
 PM0507* NAVD 88     -       194.     (meters)     636.     (feet)  SCALED    
 PM0507  ___________________________________________________________________
 PM0507  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 PM0507  GEOID HEIGHT-         -36.61  (meters)                     GEOID03
 PM0507
 PM0507  HORZ ORDER  -  FIRST
 PM0507
 PM0507.The horizontal coordinates were established by classical geodetic methods
 PM0507.and adjusted by the National Geodetic Survey in November 1991..
 PM0507
 PM0507.The orthometric height was scaled from a topographic map.
 PM0507
 PM0507.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0507
 PM0507.The geoid height was determined by GEOID03.
 PM0507
 PM0507;                    North         East     Units Scale Factor Converg.
 PM0507;SPC WI C     -   114,500.247   789,096.002   MT  0.99994092   +1 41 16.0
 PM0507;SPC WI C     -   375,656.23  2,588,892.47   sFT  0.99994092   +1 41 16.0
 PM0507;UTM  16      - 4,965,212.069   451,950.513   MT  0.99962839   -0 25 43.2
 PM0507
 PM0507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0507!SPC WI C     -   0.99997533  x   0.99994092  =   0.99991625
 PM0507!UTM  16      -   0.99997533  x   0.99962839  =   0.99960373
 PM0507
 PM0507                          SUPERSEDED SURVEY CONTROL
 PM0507
 PM0507  NAD 83(1986)-  44 50 19.31450(N)    087 36 28.58720(W) AD(       ) 1
 PM0507  NAD 27      -  44 50 19.33500(N)    087 36 28.22700(W) AD(       ) 1
 PM0507
 PM0507.Superseded values are not recommended for survey control.
 PM0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0507.See file dsdata.txt to determine how the superseded data were derived.
 PM0507
 PM0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5195165212(NAD 83)
 PM0507_MARKER: Z = SEE DESCRIPTION
 PM0507_SETTING: 0 = UNSPECIFIED SETTING
 PM0507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PM0507
 PM0507  HISTORY     - Date     Condition        Report By
 PM0507  HISTORY     - 1874     MONUMENTED       USLS
 PM0507  HISTORY     - 1953     GOOD             CGS
 PM0507  HISTORY     - 19960613 GOOD             USPSQD
 PM0507
 PM0507                          STATION DESCRIPTION
 PM0507
 PM0507'DESCRIBED BY US LAKE SURVEY 1874
 PM0507'THIS STATION IS SITUATED ON THE EAST SHORE OF GREEN BAY, ABOUT 3-1/2
 PM0507'MILES SOUTHWEST OF LITTLE STURGEON BAY, AND ABOUT 12 FEET BACK FROM
 PM0507'THE EDGE OF A LIMESTONE BLUFF RISING PERPENDICULARLY ABOUT 50 FEET
 PM0507'FROM THE WATER.  THE HEIGHT OF STATION USED WAS 20 FEET.  THE
 PM0507'GEODETIC POINT IS MARKED BY A STONE OF THE USUAL FORM, SET SO THAT
 PM0507'ITS UPPER END IS ABOUT 1 FOOT BELOW THE SURFACE OF THE GROUND.
 PM0507'THE NORTHEAST CORNER OF A FRAME HOUSE BEARS SOUTH 36 DEG 01 MIN
 PM0507'WEST, AND IS 232 FEET DISTANT FROM THE GEODETIC POINT.  A
 PM0507'REFERENCE STONE, SET ON THE EAST SIDE OF THE HIGHWAY, BEARS SOUTH
 PM0507'83 DEG 53 MIN EAST, AND IS 86 FEET 10 INCHES DISTANT.  A BLAZED
 PM0507'STUMP BEARS NORTH 53 DEG 58 MIN EAST, AND IS 64 FEET DISTANT
 PM0507'FROM THE GEODETIC POINT.  HEIGHT OF GROUND AT STATION, 53 FEET.
 PM0507
 PM0507                          STATION RECOVERY (1953)
 PM0507
 PM0507'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0507'STATION WAS RECOVERED AS DESCRIBED.  THE STATION MARK AND THE
 PM0507'REFERENCE STONE WAS FOUND IN GOOD CONDITION.  THE OLD DESCRIPTION IS
 PM0507'ADEQUATE.
 PM0507'
 PM0507'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION DEBROUX AND
 PM0507'THE DISTANCE IS 100.29 FEET, 30.568 METERS.
 PM0507
 PM0507                          STATION RECOVERY (1996)
 PM0507
 PM0507'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0507'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4852 ***********************************************************************
 DG4852  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4852  DESIGNATION -  DECATUR C GPS
 DG4852  PID         -  DG4852
 DG4852  STATE/COUNTY-  WI/GREEN
 DG4852  USGS QUAD   -  ALBANY (1962)
 DG4852
 DG4852                         *CURRENT SURVEY CONTROL
 DG4852  ___________________________________________________________________
 DG4852* NAD 83(1997)-  42 38 29.47936(N)    089 26 46.01690(W)     ADJUSTED  
 DG4852* NAVD 88     -       249.83   (meters)     819.7    (feet)  GPS OBS   
 DG4852  ___________________________________________________________________
 DG4852  X           -      45,426.751 (meters)                     COMP
 DG4852  Y           -  -4,698,960.687 (meters)                     COMP
 DG4852  Z           -   4,298,438.664 (meters)                     COMP
 DG4852  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 DG4852  ELLIP HEIGHT-         216.13  (meters)          (04/02/04) GPS OBS
 DG4852  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 DG4852
 DG4852  HORZ ORDER  -  FIRST
 DG4852  ELLP ORDER  -  FOURTH    CLASS I
 DG4852
 DG4852.The horizontal coordinates were established by GPS observations
 DG4852.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4852
 DG4852.The orthometric height was determined by GPS observations and a
 DG4852.high-resolution geoid model using precise GPS observation and
 DG4852.processing techniques.
 DG4852
 DG4852.Photographs are available for this station.
 DG4852
 DG4852.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4852
 DG4852.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4852
 DG4852.The ellipsoidal height was determined by GPS observations
 DG4852.and is referenced to NAD 83.
 DG4852
 DG4852.The geoid height was determined by GEOID03.
 DG4852
 DG4852;                    North         East     Units Scale Factor Converg.
 DG4852;SPC WI S     -    71,418.937   645,426.486   MT  1.00001978   +0 22 50.1
 DG4852;SPC WI S     -   234,313.63  2,117,536.73   sFT  1.00001978   +0 22 50.1
 DG4852;UTM  16      - 4,723,908.447   299,460.875   MT  1.00009480   -1 39 27.3
 DG4852
 DG4852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4852!SPC WI S     -   0.99996611  x   1.00001978  =   0.99998588
 DG4852!UTM  16      -   0.99996611  x   1.00009480  =   1.00006090
 DG4852
 DG4852                          SUPERSEDED SURVEY CONTROL
 DG4852
 DG4852.No superseded survey control is available for this station.
 DG4852
 DG4852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9946123908(NAD 83)
 DG4852_MARKER: DD = SURVEY DISK
 DG4852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4852_STAMPING: DECATUR C GPS 2002
 DG4852_MARK LOGO: WIDT  
 DG4852_PROJECTION: FLUSH
 DG4852_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4852+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2004
 DG4852
 DG4852  HISTORY     - Date     Condition        Report By
 DG4852  HISTORY     - 2001     MONUMENTED       WIDT
 DG4852  HISTORY     - 20040413 GOOD             USPSQD
 DG4852
 DG4852                          STATION DESCRIPTION
 DG4852
 DG4852'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4852'THE STATION IS LOCATED ABOUT 17 KM EAST NORTHEAST OF MONROE, 17 KM
 DG4852'SOUTHEAST OF MONTICELLO AND 6 KM NORTHWEST OF BRODHEAD.
 DG4852'OWNERSHIP--GREEN COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DG4852'STATE HIGHWAY 11 WITH STATE HIGHWAY 104 IN THE CITY OF BRODHEAD, GO
 DG4852'WEST, THEN SOUTH ON STATE HIGHWAY 11 FOR 1.1 KM TO COUNTY HIGHWAY F ON
 DG4852'THE RIGHT, TURN RIGHT AND GO WEST THEN NORTH ON COUNTY HIGHWAY F FOR
 DG4852'7.0 KM TO DECATUR ROAD ON THE RIGHT, CONTINUE NORTH ON COUNTY HIGHWAY
 DG4852'F FOR 0.2 KM TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DG4852'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DG4852'DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH
 DG4852'OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DG4852'17.5 M EAST OF THE CENTERLINE OF COUNTY HIGHWAY F, 62.0 NORTHEAST OF
 DG4852'TELEPHONE POLE --2-9-17 51/4--, 60 M SOUTHEAST OF TELEPHONE POLE
 DG4852'--2-9-17 51/7-- , AND 2.1 M WEST OF A WOVEN WIRE FENCE.  ---NOTE---THE
 DG4852'STATION IS NORTH, EAST AND SOUTH OF THREE ORANGE 4X4 PLASTIC WITNESS
 DG4852'POSTS.  ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DG4852'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DG4852' 
 DG4852'
 DG4852
 DG4852                          STATION RECOVERY (2004)
 DG4852
 DG4852'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DG4852'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4853 ***********************************************************************
 DG4853  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4853  DESIGNATION -  DECATUR GPS
 DG4853  PID         -  DG4853
 DG4853  STATE/COUNTY-  WI/GREEN
 DG4853  USGS QUAD   -  ALBANY (1962)
 DG4853
 DG4853                         *CURRENT SURVEY CONTROL
 DG4853  ___________________________________________________________________
 DG4853* NAD 83(1997)-  42 40 45.36560(N)    089 29 05.84854(W)     ADJUSTED  
 DG4853* NAVD 88     -       278.02   (meters)     912.1    (feet)  GPS OBS   
 DG4853  ___________________________________________________________________
 DG4853  X           -      42,215.852 (meters)                     COMP
 DG4853  Y           -  -4,696,169.693 (meters)                     COMP
 DG4853  Z           -   4,301,541.390 (meters)                     COMP
 DG4853  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 DG4853  ELLIP HEIGHT-         244.31  (meters)          (04/02/04) GPS OBS
 DG4853  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 DG4853
 DG4853  HORZ ORDER  -  FIRST
 DG4853  ELLP ORDER  -  FOURTH    CLASS I
 DG4853
 DG4853.The horizontal coordinates were established by GPS observations
 DG4853.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4853
 DG4853.The orthometric height was determined by GPS observations and a
 DG4853.high-resolution geoid model using precise GPS observation and
 DG4853.processing techniques.
 DG4853
 DG4853.Photographs are available for this station.
 DG4853
 DG4853.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4853
 DG4853.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4853
 DG4853.The ellipsoidal height was determined by GPS observations
 DG4853.and is referenced to NAD 83.
 DG4853
 DG4853.The geoid height was determined by GEOID03.
 DG4853
 DG4853;                    North         East     Units Scale Factor Converg.
 DG4853;SPC WI S     -    75,591.581   642,215.016   MT  1.00001134   +0 21 14.0
 DG4853;SPC WI S     -   248,003.38  2,107,000.43   sFT  1.00001134   +0 21 14.0
 DG4853;UTM  16      - 4,728,193.062   296,399.602   MT  1.00011002   -1 41 06.4
 DG4853
 DG4853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4853!SPC WI S     -   0.99996169  x   1.00001134  =   0.99997303
 DG4853!UTM  16      -   0.99996169  x   1.00011002  =   1.00007170
 DG4853
 DG4853                          SUPERSEDED SURVEY CONTROL
 DG4853
 DG4853.No superseded survey control is available for this station.
 DG4853
 DG4853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9640028193(NAD 83)
 DG4853_MARKER: DD = SURVEY DISK
 DG4853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4853_STAMPING: DECATUR GPS 2002
 DG4853_MARK LOGO: WIDT  
 DG4853_PROJECTION: FLUSH
 DG4853_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4853_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4853+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2004
 DG4853
 DG4853  HISTORY     - Date     Condition        Report By
 DG4853  HISTORY     - 2001     MONUMENTED       WIDT
 DG4853  HISTORY     - 20040413 GOOD             USPSQD
 DG4853
 DG4853                          STATION DESCRIPTION
 DG4853
 DG4853'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4853'THE STATION IS LOCATED ABOUT 15 KM NORTHEAST OF MONROE, 12 KM
 DG4853'SOUTHEAST OF MONTICELLO AND 5 KM SOUTHWEST OF ALBANY.
 DG4853'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION. TO REACH THE
 DG4853'STATION FROM THE JUNCTION OF STATE HIGHWAY 11 AND STATE HIGHWAY 81
 DG4853'WITH STATE HIGHWAY 59 IN THE CITY OF MONROE, GO NORTHEAST ON STATE
 DG4853'HIGHWAY 59 FOR 15.4 KM TO DECATUR-SYLVESTER ROAD ON THE RIGHT,
 DG4853'CONTINUE EAST ON STATE HIGHWAY 59 FOR 1.0 KM TO THE STATION ON THE
 DG4853'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DG4853'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DG4853'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH
 DG4853'THE HIGHWAY PAVEMENT.  THE STATION IS 11.5 M NORTH OF THE CENTERLINE
 DG4853'OF STATE HIGHWAY 59, 186 M WEST-NORTHWEST OF A WOOD POST FOR A --55
 DG4853'MPH CURVE LEFT AHEAD-- SIGN, 77 M EAST OF THE CENTERLINE OF
 DG4853'DECATUR-SYLVESTER ROAD, AND 2 M SOUTH OF A CULTIVATED FIELD.
 DG4853'---NOTE---THE STATION IS  NORTH, EAST AND WEST OF THREE ORANGE 4X4
 DG4853'PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO VISIBLE
 DG4853'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DG4853' 
 DG4853'
 DG4853
 DG4853                          STATION RECOVERY (2004)
 DG4853
 DG4853'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DG4853'RECOVERED IN GOOD CONDITION.  CORRECTION-- THE STATION IS 0.1 KM (NOT
 DG4853'1.0 KM) EAST OF DECATUR-SYLVERSTER ROAD ON STATE HIGHWAY 59.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4854 ***********************************************************************
 DG4854  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4854  DESIGNATION -  DECATUR W GPS
 DG4854  PID         -  DG4854
 DG4854  STATE/COUNTY-  WI/GREEN
 DG4854  USGS QUAD   -  BRODHEAD WEST (1982)
 DG4854
 DG4854                         *CURRENT SURVEY CONTROL
 DG4854  ___________________________________________________________________
 DG4854* NAD 83(1997)-  42 37 14.14471(N)    089 28 44.86236(W)     ADJUSTED  
 DG4854* NAVD 88     -       246.26   (meters)     807.9    (feet)  GPS OBS   
 DG4854  ___________________________________________________________________
 DG4854  X           -      42,733.591 (meters)                     COMP
 DG4854  Y           -  -4,700,557.871 (meters)                     COMP
 DG4854  Z           -   4,296,725.932 (meters)                     COMP
 DG4854  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 DG4854  ELLIP HEIGHT-         212.60  (meters)          (04/02/04) GPS OBS
 DG4854  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 DG4854
 DG4854  HORZ ORDER  -  FIRST
 DG4854  ELLP ORDER  -  FOURTH    CLASS I
 DG4854
 DG4854.The horizontal coordinates were established by GPS observations
 DG4854.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4854
 DG4854.The orthometric height was determined by GPS observations and a
 DG4854.high-resolution geoid model using precise GPS observation and
 DG4854.processing techniques.
 DG4854
 DG4854.Photographs are available for this station.
 DG4854
 DG4854.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4854
 DG4854.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4854
 DG4854.The ellipsoidal height was determined by GPS observations
 DG4854.and is referenced to NAD 83.
 DG4854
 DG4854.The geoid height was determined by GEOID03.
 DG4854
 DG4854;                    North         East     Units Scale Factor Converg.
 DG4854;SPC WI S     -    69,076.874   642,733.532   MT  1.00002464   +0 21 28.4
 DG4854;SPC WI S     -   226,629.71  2,108,701.60   sFT  1.00002464   +0 21 28.4
 DG4854;UTM  16      - 4,721,663.439   296,686.128   MT  1.00010859   -1 40 45.5
 DG4854
 DG4854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4854!SPC WI S     -   0.99996666  x   1.00002464  =   0.99999130
 DG4854!UTM  16      -   0.99996666  x   1.00010859  =   1.00007525
 DG4854
 DG4854                          SUPERSEDED SURVEY CONTROL
 DG4854
 DG4854.No superseded survey control is available for this station.
 DG4854
 DG4854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9668621663(NAD 83)
 DG4854_MARKER: DD = SURVEY DISK
 DG4854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4854_STAMPING: DECATUR W GPS 2002
 DG4854_MARK LOGO: WIDT  
 DG4854_PROJECTION: FLUSH
 DG4854_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4854_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4854+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2004
 DG4854
 DG4854  HISTORY     - Date     Condition        Report By
 DG4854  HISTORY     - 2001     MONUMENTED       WIDT
 DG4854  HISTORY     - 20040413 GOOD             USPSQD
 DG4854
 DG4854                          STATION DESCRIPTION
 DG4854
 DG4854'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4854'THE STATION IS LOCATED ABOUT 13 KM EAST-NORTHEAST OF MONROE, 8 KM WEST
 DG4854'OF BRODHEAD AND 4 KM NORTHEAST OF JUDA.  OWNERSHIP--TOWN OF DECATUR.
 DG4854'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 11 AND STATE
 DG4854'HIGHWAY 81 WITH STATE HIGHWAY 59, IN THE CITY OF MONROE, GO EAST ON
 DG4854'STATE HIGHWAY 11 AND STATE HIGHWAY 81 FOR 10.0 KM TO COUNTY HIGHWAY S,
 DG4854'TURN LEFT AND GO NORTH ON COUNTY HIGHWAY S FOR 2.6 KM TO GREENBUSH
 DG4854'ROAD, TURN RIGHT AND GO EAST ON GREENBUSH ROAD FOR 2.2 KM TO THE
 DG4854'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DG4854'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DG4854'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.9 M AND ABOUT LEVEL
 DG4854'WITH THE ROAD PAVEMENT.  THE STATION IS 7.9 M NORTH OF THE CENTERLINE
 DG4854'OF GREENBUSH ROAD, 158 M EAST OF THE CENTERLINE OF PRIVATE ENTRANCE
 DG4854'--W2412--, 32.5 M NORTHWEST OF POWER POLE --2-9-30 16/36-- , AND 1.5 M
 DG4854'SOUTH OF A BARBED WIRE FENCE.  ---NOTE---THE STATION IS WEST, EAST AND
 DG4854'NORTH OF THREE ORANGE 4X4 PLASTIC WITNESS POSTS.  ---NOTE2---THIS
 DG4854'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DG4854'ABOVE THE HORIZON.
 DG4854' 
 DG4854'
 DG4854
 DG4854                          STATION RECOVERY (2004)
 DG4854
 DG4854'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DG4854'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0052 ***********************************************************************
 QM0052  DESIGNATION -  DEER
 QM0052  PID         -  QM0052
 QM0052  STATE/COUNTY-  WI/OCONTO
 QM0052  USGS QUAD   -  BREED (1973)
 QM0052
 QM0052                         *CURRENT SURVEY CONTROL
 QM0052  ___________________________________________________________________
 QM0052* NAD 83(1991)-  45 05 38.20956(N)    088 27 07.44012(W)     ADJUSTED  
 QM0052* NAVD 88     -       267.774  (meters)     878.52   (feet)  ADJUSTED  
 QM0052  ___________________________________________________________________
 QM0052  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 QM0052  GEOID HEIGHT-         -35.84  (meters)                     GEOID03
 QM0052  DYNAMIC HT  -         267.747 (meters)     878.43  (feet)  COMP
 QM0052  MODELED GRAV-     980,508.9   (mgal)                       NAVD 88
 QM0052
 QM0052  HORZ ORDER  -  FIRST
 QM0052  VERT ORDER  -  FIRST     CLASS II
 QM0052
 QM0052.The horizontal coordinates were established by classical geodetic methods
 QM0052.and adjusted by the National Geodetic Survey in November 1991..
 QM0052
 QM0052.The orthometric height was determined by differential leveling
 QM0052.and adjusted by the National Geodetic Survey in June 1991..
 QM0052
 QM0052.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0052
 QM0052.The geoid height was determined by GEOID03.
 QM0052
 QM0052.The dynamic height is computed by dividing the NAVD 88
 QM0052.geopotential number by the normal gravity value computed on the
 QM0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0052.degrees latitude (g = 980.6199 gals.).
 QM0052
 QM0052.The modeled gravity was interpolated from observed gravity values.
 QM0052
 QM0052;                    North         East     Units Scale Factor Converg.
 QM0052;SPC WI C     -   141,240.409   721,836.300   MT  0.99994791   +1 05 31.9
 QM0052;SPC WI C     -   463,386.24  2,368,224.59   sFT  0.99994791   +1 05 31.9
 QM0052;UTM  16      - 4,994,412.382   385,742.132   MT  0.99976052   -1 01 42.8
 QM0052
 QM0052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0052!SPC WI C     -   0.99996364  x   0.99994791  =   0.99991155
 QM0052!UTM  16      -   0.99996364  x   0.99976052  =   0.99972417
 QM0052
 QM0052:                Primary Azimuth Mark                     Grid Az
 QM0052:SPC WI C     -  BREED                                    150 11 57.3
 QM0052:UTM  16      -  BREED                                    152 19 12.0
 QM0052
 QM0052|---------------------------------------------------------------------|
 QM0052| PID    Reference Object                     Distance      Geod. Az  |
 QM0052|                                                           dddmmss.s |
 QM0052| QM0053 BREED                               APPROX. 3.5 KM 1511729.2 |
 QM0052|---------------------------------------------------------------------|
 QM0052
 QM0052                          SUPERSEDED SURVEY CONTROL
 QM0052
 QM0052  NAD 83(1986)-  45 05 38.22159(N)    088 27 07.47755(W) AD(       ) 1
 QM0052  NAD 27      -  45 05 38.26700(N)    088 27 07.08500(W) AD(       ) 1
 QM0052  NGVD 29 (??/??/92)  267.777  (m)          878.53   (f) ADJ UNCH    1 2
 QM0052
 QM0052.Superseded values are not recommended for survey control.
 QM0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0052.See file dsdata.txt to determine how the superseded data were derived.
 QM0052
 QM0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8574294412(NAD 83)
 QM0052_MARKER: DS = TRIANGULATION STATION DISK
 QM0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0052
 QM0052  HISTORY     - Date     Condition        Report By
 QM0052  HISTORY     - 1921     MONUMENTED       CGS
 QM0052  HISTORY     - 1922     GOOD             NGS
 QM0052  HISTORY     - 1934     GOOD             NGS
 QM0052  HISTORY     - 1973     MARK NOT FOUND   USGS
 QM0052  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0052
 QM0052                          STATION DESCRIPTION
 QM0052
 QM0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0052'STATION IS ABOUT 1-1/2 MILES N OF BREED, 250 METERS N OF MILEPOST
 QM0052'G.B. 49 ON THE CHICAGO AND NORTHWESTERN RAILWAY, ON THE POINT
 QM0052'OF INTERSECTION OF THE FIRST CURVE N OF BREED ON THE W SIDE
 QM0052'OF THE RAILROAD, 18.20 METERS (59.725 FEET) W OF THE W RAIL.
 QM0052'
 QM0052'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 QM0052'SET IN CONCRETE.
 QM0052
 QM0052                          STATION RECOVERY (1922)
 QM0052
 QM0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 QM0052'1.7 MI N FROM BREED.
 QM0052'ABOUT 1-5/8 MILES NORTH OF BREED, 250 METERS NORTH OF MILE-POST
 QM0052'G.B. 49 ON THE C. AND N.W. RY., ON THE POINT OF INTERSECTION
 QM0052'OF THE FIRST CURVE NORTH OF BREED ON THE WEST SIDE OF THE RAILROAD,
 QM0052'18.20 METERS (59.725 FEET) WEST OF THE WEST RAIL.
 QM0052
 QM0052                          STATION RECOVERY (1934)
 QM0052
 QM0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QM0052'RECOVERED IN GOOD CONDITION.
 QM0052
 QM0052                          STATION RECOVERY (1973)
 QM0052
 QM0052'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (GS)
 QM0052'THE MARK WAS THOUROUGHLY MEASURED, SEARCHED AND DUG FOR.  THERE
 QM0052'APPEARS TO BE NO APPARENT REASON FOR THIS MARK TO HAVE BEEN
 QM0052'DESTROYED.
 QM0052
 QM0052                          STATION RECOVERY (1985)
 QM0052
 QM0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0052'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB8436 ***********************************************************************
 AB8436  DESIGNATION -  DEER FARM
 AB8436  PID         -  AB8436
 AB8436  STATE/COUNTY-  WI/BURNETT
 AB8436  USGS QUAD   -  BIRCH ISLAND LAKE (1982)
 AB8436
 AB8436                         *CURRENT SURVEY CONTROL
 AB8436  ___________________________________________________________________
 AB8436* NAD 83(1997)-  45 54 09.27640(N)    092 09 24.78404(W)     ADJUSTED  
 AB8436* NAVD 88     -       309.3    (meters)    1015.     (feet)  GPS OBS   
 AB8436  ___________________________________________________________________
 AB8436  X           -    -167,340.242 (meters)                     COMP
 AB8436  Y           -  -4,443,149.498 (meters)                     COMP
 AB8436  Z           -   4,557,921.454 (meters)                     COMP
 AB8436  LAPLACE CORR-          -8.34  (seconds)                    DEFLEC99
 AB8436  ELLIP HEIGHT-         282.29  (meters)          (01/30/03) GPS OBS
 AB8436  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AB8436
 AB8436  HORZ ORDER  -  FIRST
 AB8436  ELLP ORDER  -  FOURTH    CLASS I
 AB8436
 AB8436.The horizontal coordinates were established by GPS observations
 AB8436.and adjusted by the National Geodetic Survey in January 2003..
 AB8436
 AB8436.The orthometric height was determined by GPS observations and a
 AB8436.high-resolution geoid model.
 AB8436
 AB8436.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8436
 AB8436.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8436
 AB8436.The ellipsoidal height was determined by GPS observations
 AB8436.and is referenced to NAD 83.
 AB8436
 AB8436.The geoid height was determined by GEOID03.
 AB8436
 AB8436;                    North         East     Units Scale Factor Converg.
 AB8436;SPC WI N     -    84,064.056   432,655.556   MT  0.99995600   -1 33 21.3
 AB8436;SPC WI N     -   275,800.16  1,419,470.77   sFT  0.99995600   -1 33 21.3
 AB8436;UTM  15      - 5,083,568.769   565,398.800   MT  0.99965258   +0 36 19.8
 AB8436
 AB8436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8436!SPC WI N     -   0.99995575  x   0.99995600  =   0.99991175
 AB8436!UTM  15      -   0.99995575  x   0.99965258  =   0.99960834
 AB8436
 AB8436                          SUPERSEDED SURVEY CONTROL
 AB8436
 AB8436  NAD 83(1991)-  45 54 09.27595(N)    092 09 24.78218(W) AD(       ) 1
 AB8436  ELLIP H (12/09/96)  282.32   (m)                       GP(       ) 4 1
 AB8436
 AB8436.Superseded values are not recommended for survey control.
 AB8436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8436.See file dsdata.txt to determine how the superseded data were derived.
 AB8436
 AB8436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6539983569(NAD 83)
 AB8436_MARKER: DD = SURVEY DISK
 AB8436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8436_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8436+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AB8436
 AB8436  HISTORY     - Date     Condition        Report By
 AB8436  HISTORY     - 1992     MONUMENTED       WI-013
 AB8436
 AB8436                          STATION DESCRIPTION
 AB8436
 AB8436'DESCRIBED BY BURNETT COUNTY WISCONSIN 1992
 AB8436'THE STATION IS LOCATED 8.5 MI (13.7 KM) NORTHWEST OF THE INTERSECTION
 AB8436'OF STATE HIGHWAY 70 AND THE BURNETT AND WASHBURN COUNTY LINE (ALSO
 AB8436'COUNTY LINE ROAD) , 13.5 MI (21.7 KM) NORTHEAST OF THE VILLAGE OF
 AB8436'SIREN, 3.8 MI (6.1 KM) SOUTHWEST OF THE INTERSECTION OF COUNTY ROADS A
 AB8436'AND H, IN THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER, SECTION 36,
 AB8436'T40N, R15W, TOWN OF JACKSON.  TO REACH THE STATION FROM THE
 AB8436'INTERSECTION OF COUNTY ROADS A AND H GO WEST ALONG COUNTY ROAD A 3.1
 AB8436'MI (5.0 KM) TO THOMPSON ROAD, GO SOUTH ALONG THOMPSON ROAD 2.0 MI (3.2
 AB8436'KM) TO CURVE IN ROAD GOING WEST THE STATION IS LOCATED 190 FEET (57.9
 AB8436'M) WEST OF CURVE, 64 FEET (19.5 M) SOUTH OF THOMPSON ROAD. FIBERGLASS
 AB8436'WITNESS POST SET ON NORTH SIDE OF STATION.  THE STATION MARKER IS SET
 AB8436'IN A 20 CM ROUND CONCRETE MONUMENT 15 CM BELOW GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC9086 ***********************************************************************
 AC9086  DESIGNATION -  DEER LAKE E
 AC9086  PID         -  AC9086
 AC9086  STATE/COUNTY-  WI/POLK
 AC9086  USGS QUAD   -  BALSAM LAKE (1978)
 AC9086
 AC9086                         *CURRENT SURVEY CONTROL
 AC9086  ___________________________________________________________________
 AC9086* NAD 83(1997)-  45 24 12.23546(N)    092 29 46.66925(W)     ADJUSTED  
 AC9086* NAVD 88     -       353.4    (meters)    1159.     (feet)  GPS OBS   
 AC9086  ___________________________________________________________________
 AC9086  X           -    -195,387.222 (meters)                     COMP
 AC9086  Y           -  -4,481,749.874 (meters)                     COMP
 AC9086  Z           -   4,519,169.201 (meters)                     COMP
 AC9086  LAPLACE CORR-         -11.60  (seconds)                    DEFLEC99
 AC9086  ELLIP HEIGHT-         325.30  (meters)          (09/30/02) GPS OBS
 AC9086  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 AC9086
 AC9086  HORZ ORDER  -  FIRST
 AC9086  ELLP ORDER  -  SECOND    CLASS I
 AC9086
 AC9086.The horizontal coordinates were established by GPS observations
 AC9086.and adjusted by the National Geodetic Survey in September 2002..
 AC9086
 AC9086.The orthometric height was determined by GPS observations and a
 AC9086.high-resolution geoid model.
 AC9086
 AC9086.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9086
 AC9086.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9086
 AC9086.The ellipsoidal height was determined by GPS observations
 AC9086.and is referenced to NAD 83.
 AC9086
 AC9086.The geoid height was determined by GEOID03.
 AC9086
 AC9086;                    North         East     Units Scale Factor Converg.
 AC9086;SPC WI C     -   177,472.989   404,594.997   MT  0.99998303   -1 45 40.8
 AC9086;SPC WI C     -   582,259.30  1,327,408.75   sFT  0.99998303   -1 45 40.8
 AC9086;UTM  15      - 5,027,887.862   539,419.935   MT  0.99961911   +0 21 31.2
 AC9086
 AC9086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9086!SPC WI C     -   0.99994900  x   0.99998303  =   0.99993203
 AC9086!UTM  15      -   0.99994900  x   0.99961911  =   0.99956813
 AC9086
 AC9086                          SUPERSEDED SURVEY CONTROL
 AC9086
 AC9086  NAD 83(1991)-  45 24 12.23499(N)    092 29 46.66736(W) AD(       ) 1
 AC9086  ELLIP H (06/10/97)  325.32   (m)                       GP(       ) 2 1
 AC9086
 AC9086.Superseded values are not recommended for survey control.
 AC9086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9086.See file dsdata.txt to determine how the superseded data were derived.
 AC9086
 AC9086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL3942027888(NAD 83)
 AC9086_MARKER: DD = SURVEY DISK
 AC9086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9086_STAMPING: DEER LAKE E. 428
 AC9086_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC9086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9086+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2005
 AC9086
 AC9086  HISTORY     - Date     Condition        Report By
 AC9086  HISTORY     - 1995     MONUMENTED       WI-095
 AC9086  HISTORY     - 20051106 GOOD             WIDT
 AC9086
 AC9086                          STATION DESCRIPTION
 AC9086
 AC9086'DESCRIBED BY POLK COUNTY WISCONSIN 1995 (TEC)
 AC9086'THE STATION IS LOCATED 8 MI.  (12.9 KM) EAST OF THE CITY OF ST.CROIX
 AC9086'FALLS, WISCONSIN, WHERE STATE TRUNK HIGHWAY 87 (TO NORTH) AND U.S.
 AC9086'HIGHWAY 8 INTERSECT, IN THE SOUTHWEST QUARTER OF THE NORTHEAST
 AC9086'QUARTER, SECTION 29, T.34N., R.17W., 4TH P.M., TOWN OF BALSAM LAKE,
 AC9086'POLK COUNTY.  TO REACH THE STATION FROM THE CITY OF ST. CROIX FALLS,
 AC9086'BEGIN AT THE INTERSECTION OF TRUNK HIGHWAY 87 (TO NORTH) AND U.S.
 AC9086'HIGHWAY 8, GO EAST ALONG U.S.  HIGHWAY 8 8 MI.  (12.9 KM) TO WHERE
 AC9086'160TH STREET INTERSECTS U.S.  HIGHWAY 8.  GO NORTH ALONG 160TH STREET
 AC9086'0.5 MI.  (0.8 KM) TO WHERE 160TH STREET INTERSECTS 135TH AVENUE.  GO
 AC9086'WEST ON 135TH AVENUE 0.3 MI.  (0.5 KM) TO THE STATION.  THE STATION IS
 AC9086'LOCATED 27 FEET (8.2 M) NORTH OF THE CENTERLINE OF 135TH AVENUE AND
 AC9086'15.5 FEET (4.7 M) WEST OF THE CENTERLINE OF A FIELD DRIVE TO THE
 AC9086'NORTH, APPROXIMATELY 1700 FEET (518.2 M) WEST OF INTERSECTION OF 160TH
 AC9086'STREET AND 135TH AVENUE.  THE STATION IS A BRASS CAP, SET IN A 1.3
 AC9086'FOOT (0.4 M) DIAMETER BY 6 FOOT (1.8 M) DEEP CONCRETE MONUMENT FLUSH
 AC9086'WITH GROUND SURFACE.  A PLASTIC WITNESS POST IS SET 2 FEET (0.6 M)
 AC9086'FROM THE STATION.
 AC9086
 AC9086                          STATION RECOVERY (2005)
 AC9086
 AC9086'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AC9086'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS APPROXIMATELY 200 M
 AC9086'WEST OF PRIVATE ENTRANCE --1648-- AND 1.0 M NORTH, 1.0 M SOUTHEAST,
 AC9086'AND 1.0 M SOUTHWEST OF THTREE ORANGE 4X4 PLASTIC GUARD POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5675 ***********************************************************************
 DH5675  DESIGNATION -  DEERFIELD C GPS
 DH5675  PID         -  DH5675
 DH5675  STATE/COUNTY-  WI/WAUSHARA
 DH5675  USGS QUAD   -  RICHFORD (1982)
 DH5675
 DH5675                         *CURRENT SURVEY CONTROL
 DH5675  ___________________________________________________________________
 DH5675* NAD 83(1997)-  44 06 14.46989(N)    089 24 54.40076(W)     ADJUSTED  
 DH5675* NAVD 88     -                                                        
 DH5675  ___________________________________________________________________
 DH5675  X           -      46,831.043 (meters)                     COMP
 DH5675  Y           -  -4,587,416.408 (meters)                     COMP
 DH5675  Z           -   4,416,607.213 (meters)                     COMP
 DH5675  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 DH5675  ELLIP HEIGHT-         300.03  (meters)          (08/01/05) GPS OBS
 DH5675  GEOID HEIGHT-         -36.03  (meters)                     GEOID03
 DH5675
 DH5675  HORZ ORDER  -  FIRST
 DH5675  ELLP ORDER  -  SECOND    CLASS I
 DH5675
 DH5675.The horizontal coordinates were established by GPS observations
 DH5675.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5675
 DH5675
 DH5675.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5675
 DH5675.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5675
 DH5675.The ellipsoidal height was determined by GPS observations
 DH5675.and is referenced to NAD 83.
 DH5675
 DH5675.The geoid height was determined by GEOID03.
 DH5675
 DH5675;                    North         East     Units Scale Factor Converg.
 DH5675;SPC WI S     -   233,909.224   646,829.639   MT  1.00000780   +0 24 06.8
 DH5675;SPC WI S     -   767,417.18  2,122,140.24   sFT  1.00000780   +0 24 06.8
 DH5675;UTM  16      - 4,886,262.228   306,707.331   MT  1.00005953   -1 40 52.9
 DH5675
 DH5675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5675!SPC WI S     -   0.99995296  x   1.00000780  =   0.99996076
 DH5675!UTM  16      -   0.99995296  x   1.00005953  =   1.00001248
 DH5675
 DH5675                          SUPERSEDED SURVEY CONTROL
 DH5675
 DH5675.No superseded survey control is available for this station.
 DH5675
 DH5675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP0670786262(NAD 83)
 DH5675_MARKER: DD = SURVEY DISK
 DH5675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5675_STAMPING: DEERFIELD C GPS
 DH5675_MARK LOGO: WIDT  
 DH5675_PROJECTION: RECESSED 20 CENTIMETERS
 DH5675_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5675+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2003
 DH5675
 DH5675  HISTORY     - Date     Condition        Report By
 DH5675  HISTORY     - UNK      MONUMENTED       WI-137
 DH5675  HISTORY     - 20030821 GOOD             WIDT
 DH5675
 DH5675                          STATION DESCRIPTION
 DH5675
 DH5675'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5675'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY C AND COUNTY
 DH5675'HIGHWAY B TO  THE WEST WITH COUNTY HIGHWAY B TO THE SOUTH ABOUT 6 MI
 DH5675'WEST-NORTHWEST OF THE CITY OF  WAUTOMA, GO SOUTH ON COUNTY HIGHWAY B
 DH5675'TO THE SOUTH FOR 0.5 MI TO THE STATION ON THE  LEFT.  THE STATION IS
 DH5675'AN ALUMINUM WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC  SURVEY
 DH5675'CONTROL STATION DISK SET IN THE TOP OF A 41-CM ROUND CONCRETE POST AND
 DH5675'IS  LOCATED WITHIN THE RIGHT OF WAY ABOUT LEVEL WITH THE HIGHWAY
 DH5675'PAVEMENT.  THE STATION IS  12.4 M EAST OF THE CENTERLINE OF COUNTY
 DH5675'HIGHWAY B, 0.2 MI NORTH OF BLACKHAWK ROAD, 60 M  SOUTH OF THE EXTENDED
 DH5675'CENTERLINE OF A PRIVATE DRIVE, AND 1.0 M EAST, SOUTHWEST,  NORTHWEST
 DH5675'OF THREE ORANGE 4X4 PLASTIC WITNESS POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1043 ***********************************************************************
 OM1043  DESIGNATION -  DEERFIELD MUNICIPAL WATER TWR
 OM1043  PID         -  OM1043
 OM1043  STATE/COUNTY-  WI/DANE
 OM1043  USGS QUAD   -  DEERFIELD (1971)
 OM1043
 OM1043                         *CURRENT SURVEY CONTROL
 OM1043  ___________________________________________________________________
 OM1043* NAD 83(1991)-  43 03 09.38784(N)    089 04 25.97237(W)     ADJUSTED  
 OM1043* NAVD 88     -                                                        
 OM1043  ___________________________________________________________________
 OM1043  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 OM1043  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 OM1043
 OM1043  HORZ ORDER  -  THIRD
 OM1043
 OM1043.The horizontal coordinates were established by classical geodetic methods
 OM1043.and adjusted by the National Geodetic Survey in November 1991..
 OM1043
 OM1043
 OM1043.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1043
 OM1043.The geoid height was determined by GEOID03.
 OM1043
 OM1043;                    North         East     Units Scale Factor Converg.
 OM1043;SPC WI S     -   117,353.585   675,446.912   MT  0.99995096   +0 38 10.8
 OM1043;SPC WI S     -   385,017.55  2,216,028.74   sFT  0.99995096   +0 38 10.8
 OM1043;UTM  16      - 4,768,744.013   331,103.078   MT  0.99995093   -1 24 58.0
 OM1043
 OM1043                          SUPERSEDED SURVEY CONTROL
 OM1043
 OM1043  NAD 83(1986)-  43 03 09.37995(N)    089 04 25.97755(W) AD(       ) 4
 OM1043  NAD 27      -  43 03 09.35700(N)    089 04 25.59000(W) AD(       ) 3
 OM1043
 OM1043.Superseded values are not recommended for survey control.
 OM1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1043.See file dsdata.txt to determine how the superseded data were derived.
 OM1043
 OM1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3110368744(NAD 83)
 OM1043_MARKER: 54 = WATER TOWER
 OM1043
 OM1043  HISTORY     - Date     Condition        Report By
 OM1043  HISTORY     - 1958     FIRST OBSERVED   CGS
 OM1043  HISTORY     - 20021227 MARK NOT FOUND   USPSQD
 OM1043
 OM1043                          STATION DESCRIPTION
 OM1043
 OM1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1043'THE STATION IS THE CENTER OF THE TOP OF THE TOWER.  THE BOTTOM
 OM1043'HALF OF THE TOWER IS MADE OF ROCK AND THE TOP HALF METAL
 OM1043'WHICH IS PAINTED SILVER.  THE OVERALL HEIGHT OF THE TOWER
 OM1043'IS ABOUT 65 FEET.
 OM1043'
 OM1043'THE TOWER IS LOCATED IN THE CENTER OF DEERFIELD.
 OM1043
 OM1043                          STATION RECOVERY (2002)
 OM1043
 OM1043'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM1043'NOT FOUND.  THE WATER TOWER WAS TORN DOWN IN 2001.  A NEW TOWER WAS
 OM1043'BUILT WEST OF TOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4991 ***********************************************************************
 DG4991  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4991  DESIGNATION -  DEERFIELD N GPS
 DG4991  PID         -  DG4991
 DG4991  STATE/COUNTY-  WI/DANE
 DG4991  USGS QUAD   -  DEERFIELD (1971)
 DG4991
 DG4991                         *CURRENT SURVEY CONTROL
 DG4991  ___________________________________________________________________
 DG4991* NAD 83(1997)-  43 06 13.94211(N)    089 04 52.80448(W)     ADJUSTED  
 DG4991* NAVD 88     -       281.28   (meters)     922.8    (feet)  GPS OBS   
 DG4991  ___________________________________________________________________
 DG4991  X           -      74,782.245 (meters)                     COMP
 DG4991  Y           -  -4,663,656.337 (meters)                     COMP
 DG4991  Z           -   4,336,102.822 (meters)                     COMP
 DG4991  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 DG4991  ELLIP HEIGHT-         246.82  (meters)          (04/02/04) GPS OBS
 DG4991  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 DG4991
 DG4991  HORZ ORDER  -  FIRST
 DG4991  ELLP ORDER  -  FOURTH    CLASS I
 DG4991
 DG4991.The horizontal coordinates were established by GPS observations
 DG4991.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4991
 DG4991.The orthometric height was determined by GPS observations and a
 DG4991.high-resolution geoid model using precise GPS observation and
 DG4991.processing techniques.
 DG4991
 DG4991.Photographs are available for this station.
 DG4991
 DG4991.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4991
 DG4991.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4991
 DG4991.The ellipsoidal height was determined by GPS observations
 DG4991.and is referenced to NAD 83.
 DG4991
 DG4991.The geoid height was determined by GEOID03.
 DG4991
 DG4991;                    North         East     Units Scale Factor Converg.
 DG4991;SPC WI S     -   123,041.485   674,777.004   MT  0.99994594   +0 37 52.4
 DG4991;SPC WI S     -   403,678.61  2,213,830.89   sFT  0.99994594   +0 37 52.4
 DG4991;UTM  16      - 4,774,452.282   330,637.372   MT  0.99995287   -1 25 21.2
 DG4991
 DG4991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4991!SPC WI S     -   0.99996129  x   0.99994594  =   0.99990724
 DG4991!UTM  16      -   0.99996129  x   0.99995287  =   0.99991417
 DG4991
 DG4991                          SUPERSEDED SURVEY CONTROL
 DG4991
 DG4991.No superseded survey control is available for this station.
 DG4991
 DG4991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3063774452(NAD 83)
 DG4991_MARKER: DD = SURVEY DISK
 DG4991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4991_STAMPING: DEERFIELD N GPS 2002
 DG4991_MARK LOGO: WIDT  
 DG4991_PROJECTION: FLUSH
 DG4991_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4991_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4991+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4991
 DG4991  HISTORY     - Date     Condition        Report By
 DG4991  HISTORY     - 2001     MONUMENTED       WIDT
 DG4991
 DG4991                          STATION DESCRIPTION
 DG4991
 DG4991'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4991'THE STATION IS LOCATED ABOUT 13 KM SOUTHEAST OF SUN PRAIRIE, 10 KM
 DG4991'EAST-NORTHEAST OF COTTAGE GROVE AND 7 KM SOUTH-SOUTHWEST OF MARSHALL.
 DG4991'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DG4991'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 WITH STATE HIGHWAY
 DG4991'73 (EXIT 250) ABOUT 13 KM SOUTHEAST OF THE CITY OF SUN PRAIRIE, GO
 DG4991'SOUTH ON STATE HIGHWAY 73 FOR 0.6 KM TO THE STATION ON THE RIGHT.  THE
 DG4991'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DG4991'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DG4991'CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY
 DG4991'PAVEMENT.  THE STATION IS 19.0 M WEST OF THE CENTERLINE OF STATE
 DG4991'HIGHWAY 73, 49 M SOUTHWEST OF A WOOD POST FOR AN --INTERSTATE HIGHWAY
 DG4991'90-94-- SIGN, 40.0 M NORTHWEST OF POWER POLE --67-25766 45-3-- , AND 1
 DG4991'M EAST OF A CULTIVATED FIELD.  ---NOTE---THE STATION IS WEST,
 DG4991'NORTH-NORTHEAST AND SOUTH-SOUTHEAST OF THREE ORANGE 4X4 PLASTIC
 DG4991'WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DG4991'EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DG4991'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5664 ***********************************************************************
 DH5664  DESIGNATION -  DEERFIELD N GPS
 DH5664  PID         -  DH5664
 DH5664  STATE/COUNTY-  WI/WAUSHARA
 DH5664  USGS QUAD   -  PLAINFIELD (1983)
 DH5664
 DH5664                         *CURRENT SURVEY CONTROL
 DH5664  ___________________________________________________________________
 DH5664* NAD 83(1997)-  44 09 20.66621(N)    089 26 07.05832(W)     ADJUSTED  
 DH5664* NAVD 88     -                                                        
 DH5664  ___________________________________________________________________
 DH5664  X           -      45,175.719 (meters)                     COMP
 DH5664  Y           -  -4,583,436.508 (meters)                     COMP
 DH5664  Z           -   4,420,737.666 (meters)                     COMP
 DH5664  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 DH5664  ELLIP HEIGHT-         307.61  (meters)          (08/01/05) GPS OBS
 DH5664  GEOID HEIGHT-         -36.01  (meters)                     GEOID03
 DH5664
 DH5664  HORZ ORDER  -  FIRST
 DH5664  ELLP ORDER  -  SECOND    CLASS I
 DH5664
 DH5664.The horizontal coordinates were established by GPS observations
 DH5664.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5664
 DH5664
 DH5664.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5664
 DH5664.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5664
 DH5664.The ellipsoidal height was determined by GPS observations
 DH5664.and is referenced to NAD 83.
 DH5664
 DH5664.The geoid height was determined by GEOID03.
 DH5664
 DH5664;                    North         East     Units Scale Factor Converg.
 DH5664;SPC WI S     -   239,645.020   645,174.802   MT  1.00001931   +0 23 16.8
 DH5664;SPC WI S     -   786,235.37  2,116,711.00   sFT  1.00001931   +0 23 16.8
 DH5664;UTM  16      - 4,892,054.697   305,262.108   MT  1.00006642   -1 41 49.1
 DH5664
 DH5664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5664!SPC WI S     -   0.99995177  x   1.00001931  =   0.99997108
 DH5664!UTM  16      -   0.99995177  x   1.00006642  =   1.00001819
 DH5664
 DH5664                          SUPERSEDED SURVEY CONTROL
 DH5664
 DH5664.No superseded survey control is available for this station.
 DH5664
 DH5664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP0526292055(NAD 83)
 DH5664_MARKER: DD = SURVEY DISK
 DH5664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5664_STAMPING: DEERFIELD N GPS
 DH5664_MARK LOGO: WIDT  
 DH5664_PROJECTION: FLUSH
 DH5664_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5664+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2003
 DH5664
 DH5664  HISTORY     - Date     Condition        Report By
 DH5664  HISTORY     - UNK      MONUMENTED       WI-137
 DH5664  HISTORY     - 20030820 GOOD             WIDT
 DH5664
 DH5664                          STATION DESCRIPTION
 DH5664
 DH5664'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5664'OWNERSHIP--WAUSHARA COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5664'STATE  HIGHWAY 73 WITH COUNTY HIGHWAY O ABOUT 6 MI SOUTHWEST OF THE
 DH5664'VILLAGE OF WILD ROSE, GO  WEST ON COUNTY HIGHWAY O FOR 3.7 MI TO 9TH
 DH5664'AVE AND THE STATION ON THE LEFT.  THE  STATION IS A BRONZE WISCONSIN
 DH5664'GEODETIC CONTROL MARKER DISK SET IN THE TOP OF A 50-CM  DIAMETER
 DH5664'CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DH5664'11.7 M  SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY O, 11.3 M EAST OF
 DH5664'THE CENTERLINE OF 9TH AVE,   7.5 M NORTHEAST OF A WOOD POST FOR A
 DH5664'--STOP-- SIGN AND 1.0 M SOUTH, NORTHWEST,  NORTHEAST OF THREE ORANGE
 DH5664'4X4 PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO  VISIBLE
 DH5664'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1042 ***********************************************************************
 OM1042  DESIGNATION -  DEERFIELD RAD STA KSG 53 TOWER
 OM1042  PID         -  OM1042
 OM1042  STATE/COUNTY-  WI/DANE
 OM1042  USGS QUAD   -  DEERFIELD (1971)
 OM1042
 OM1042                         *CURRENT SURVEY CONTROL
 OM1042  ___________________________________________________________________
 OM1042* NAD 83(1991)-  43 02 40.55426(N)    089 06 09.28724(W)     ADJUSTED  
 OM1042* NAVD 88     -                                                        
 OM1042  ___________________________________________________________________
 OM1042  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 OM1042  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 OM1042
 OM1042  HORZ ORDER  -  THIRD
 OM1042
 OM1042.The horizontal coordinates were established by classical geodetic methods
 OM1042.and adjusted by the National Geodetic Survey in November 1991..
 OM1042
 OM1042
 OM1042.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1042
 OM1042.The geoid height was determined by GEOID03.
 OM1042
 OM1042;                    North         East     Units Scale Factor Converg.
 OM1042;SPC WI S     -   116,438.331   673,118.630   MT  0.99995181   +0 36 59.8
 OM1042;SPC WI S     -   382,014.76  2,208,390.04   sFT  0.99995181   +0 36 59.8
 OM1042;UTM  16      - 4,767,912.722   328,743.501   MT  0.99996081   -1 26 07.8
 OM1042
 OM1042                          SUPERSEDED SURVEY CONTROL
 OM1042
 OM1042  NAD 83(1986)-  43 02 40.54785(N)    089 06 09.29162(W) AD(       ) 4
 OM1042  NAD 27      -  43 02 40.55100(N)    089 06 08.88600(W) AD(       ) 3
 OM1042
 OM1042.Superseded values are not recommended for survey control.
 OM1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1042.See file dsdata.txt to determine how the superseded data were derived.
 OM1042
 OM1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2874467913(NAD 83)
 OM1042_MARKER: 55 = TOWER
 OM1042
 OM1042  HISTORY     - Date     Condition        Report By
 OM1042  HISTORY     - 1958     FIRST OBSERVED   CGS
 OM1042  HISTORY     - 20021227 MARK NOT FOUND   USPSQD
 OM1042
 OM1042                          STATION DESCRIPTION
 OM1042
 OM1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1042'THE STATION IS THE CENTER OF THE TWO TOWERS WITH A FAN CONNECTING
 OM1042'THE TWO TOGETHER.  IT IS A GUYED STEEL STRUCTURE PAINTED
 OM1042'SILVER AND THE OVERALL HEIGHT IS 75 FEET.
 OM1042
 OM1042                          STATION RECOVERY (2002)
 OM1042
 OM1042'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM1042'AN APPROXIMATELY 20 YEAR OLD SINGLE TOWER WITH GUY WIRES IS AT THE
 OM1042'SITE WHICH IS WEST OF DEERFIELD, ABOUT 0.4 MILE SOUTH OF LIBERTY ROAD,
 OM1042'0.15 MILE WEST OF OAK PARK ROAD, AND 0.6 MILE NORTH OF HIGHWAYS 12/18.
 OM1042' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9978 ***********************************************************************
 DF9978  DESIGNATION -  DEERFIELD S GPS
 DF9978  PID         -  DF9978
 DF9978  STATE/COUNTY-  WI/DANE
 DF9978  USGS QUAD   -  DEERFIELD (1971)
 DF9978
 DF9978                         *CURRENT SURVEY CONTROL
 DF9978  ___________________________________________________________________
 DF9978* NAD 83(1997)-  43 02 24.91040(N)    089 04 37.63459(W)     ADJUSTED  
 DF9978* NAVD 88     -       267.237  (meters)     876.76   (feet)  ADJUSTED  
 DF9978  ___________________________________________________________________
 DF9978  X           -      75,202.817 (meters)                     COMP
 DF9978  Y           -  -4,668,466.932 (meters)                     COMP
 DF9978  Z           -   4,330,930.119 (meters)                     COMP
 DF9978  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 DF9978  ELLIP HEIGHT-         232.89  (meters)          (04/02/04) GPS OBS
 DF9978  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 DF9978  DYNAMIC HT  -         267.165 (meters)     876.52  (feet)  COMP
 DF9978  MODELED GRAV-     980,345.2   (mgal)                       NAVD 88
 DF9978
 DF9978  HORZ ORDER  -  FIRST
 DF9978  VERT ORDER  -  SECOND    CLASS I
 DF9978  ELLP ORDER  -  FOURTH    CLASS I
 DF9978
 DF9978.The horizontal coordinates were established by GPS observations
 DF9978.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DF9978
 DF9978.The orthometric height was determined by differential leveling
 DF9978.and adjusted by the National Geodetic Survey in February 2004..
 DF9978
 DF9978.Photographs are available for this station.
 DF9978
 DF9978.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9978
 DF9978.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9978
 DF9978.The ellipsoidal height was determined by GPS observations
 DF9978.and is referenced to NAD 83.
 DF9978
 DF9978.The geoid height was determined by GEOID03.
 DF9978
 DF9978.The dynamic height is computed by dividing the NAVD 88
 DF9978.geopotential number by the normal gravity value computed on the
 DF9978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9978.degrees latitude (g = 980.6199 gals.).
 DF9978
 DF9978.The modeled gravity was interpolated from observed gravity values.
 DF9978
 DF9978;                    North         East     Units Scale Factor Converg.
 DF9978;SPC WI S     -   115,978.265   675,198.204   MT  0.99995228   +0 38 02.8
 DF9978;SPC WI S     -   380,505.36  2,215,212.77   sFT  0.99995228   +0 38 02.8
 DF9978;UTM  16      - 4,767,378.482   330,805.277   MT  0.99995217   -1 25 04.8
 DF9978
 DF9978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9978!SPC WI S     -   0.99996348  x   0.99995228  =   0.99991576
 DF9978!UTM  16      -   0.99996348  x   0.99995217  =   0.99991565
 DF9978
 DF9978                          SUPERSEDED SURVEY CONTROL
 DF9978
 DF9978  NAVD 88 (04/02/04)  267.24   (m)          876.8    (f) LEVELING    3  
 DF9978
 DF9978.Superseded values are not recommended for survey control.
 DF9978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9978.See file dsdata.txt to determine how the superseded data were derived.
 DF9978
 DF9978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3080567378(NAD 83)
 DF9978_MARKER: DD = SURVEY DISK
 DF9978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9978_STAMPING: DEERFIELD S GPS 2002
 DF9978_MARK LOGO: WIDT  
 DF9978_PROJECTION: FLUSH
 DF9978_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9978_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9978+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9978
 DF9978  HISTORY     - Date     Condition        Report By
 DF9978  HISTORY     - 2001     MONUMENTED       WIDT
 DF9978
 DF9978                          STATION DESCRIPTION
 DF9978
 DF9978'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9978'THE STATION IS LOCATED 10 KM SOUTHEAST OF COTTAGE GROVE, 6 KM
 DF9978'NORTHWEST OF CAMBRIDGE, AND 1 KM SOUTH OF DEERFIELD.
 DF9978'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9978'STATION FROM THE JUNCTION OF US HIGHWAY 12 WITH STATE HIGHWAY 73
 DF9978'ABOUT 6 KM NORTHWEST OF THE VILLAGE OF CAMBRIDGE, GO NORTH ON STATE
 DF9978'HIGHWAY 73 FOR 1.4 KM TO THE STATION ON THE LEFT. THE STATION IS A
 DF9978'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9978'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9978'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DF9978'STATION IS 11.9 M WEST OF THE CENTERLINE OF STATE HIGHWAY 73, 59 M
 DF9978'NORTH OF THE EXTENDED CENTERLINE OF --TOM GULLIKSON INC. AND
 DF9978'DEERFIELD TRANSPORT INC-- SIGN, 38.8 M SOUTH SOUTHWEST OF A WOOD POST
 DF9978'FOR A --55 MPH SPEED LIMIT-- SIGN, AND 3 M EAST OF A CULTIVATED
 DF9978'FIELD.    ---NOTE---THE STATION IS WEST, NORTHEAST AND SOUTHEAST OF
 DF9978'THREE ORANGE 4X4 PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS
 DF9978'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DF9978'HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5515 ***********************************************************************
 DH5515  DESIGNATION -  DEFOREST GPS
 DH5515  PID         -  DH5515
 DH5515  STATE/COUNTY-  WI/DANE
 DH5515  USGS QUAD   -  WAUNAKEE (1983)
 DH5515
 DH5515                         *CURRENT SURVEY CONTROL
 DH5515  ___________________________________________________________________
 DH5515* NAD 83(1997)-  43 13 47.07604(N)    089 25 18.51695(W)     ADJUSTED  
 DH5515* NAVD 88     -                                                        
 DH5515  ___________________________________________________________________
 DH5515  X           -      46,971.437 (meters)                     COMP
 DH5515  Y           -  -4,654,482.088 (meters)                     COMP
 DH5515  Z           -   4,346,330.829 (meters)                     COMP
 DH5515  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 DH5515  ELLIP HEIGHT-         288.26  (meters)          (08/01/05) GPS OBS
 DH5515  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 DH5515
 DH5515  HORZ ORDER  -  FIRST
 DH5515  ELLP ORDER  -  SECOND    CLASS I
 DH5515
 DH5515.The horizontal coordinates were established by GPS observations
 DH5515.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5515
 DH5515
 DH5515.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5515
 DH5515.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5515
 DH5515.The ellipsoidal height was determined by GPS observations
 DH5515.and is referenced to NAD 83.
 DH5515
 DH5515.The geoid height was determined by GEOID03.
 DH5515
 DH5515;                    North         East     Units Scale Factor Converg.
 DH5515;SPC WI S     -   136,775.295   646,966.780   MT  0.99993701   +0 23 50.2
 DH5515;SPC WI S     -   448,736.95  2,122,590.18   sFT  0.99993701   +0 23 50.2
 DH5515;UTM  16      - 4,789,175.595   303,335.574   MT  1.00007580   -1 39 33.4
 DH5515
 DH5515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5515!SPC WI S     -   0.99995480  x   0.99993701  =   0.99989181
 DH5515!UTM  16      -   0.99995480  x   1.00007580  =   1.00003059
 DH5515
 DH5515                          SUPERSEDED SURVEY CONTROL
 DH5515
 DH5515.No superseded survey control is available for this station.
 DH5515
 DH5515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0333689176(NAD 83)
 DH5515_MARKER: DD = SURVEY DISK
 DH5515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5515_STAMPING: DEFOREST GPS
 DH5515_MARK LOGO: WIDT  
 DH5515_PROJECTION: FLUSH
 DH5515_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5515+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2003
 DH5515
 DH5515  HISTORY     - Date     Condition        Report By
 DH5515  HISTORY     - UNK      MONUMENTED       WI-025
 DH5515  HISTORY     - 20030422 GOOD             WIDT
 DH5515
 DH5515                          STATION DESCRIPTION
 DH5515
 DH5515'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5515'OWNERSHIP--TOWN OF VIENNA.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5515'STATE HIGHWAY 19  WITH STATE HIGHWAY 113 IN THE VILLAGE OF WAUNAKEE GO
 DH5515'NORTH ON STATE HIGHWAY 113 FOR 2.0  MI TO CUBA VALLEY ROAD, TURN RIGHT
 DH5515'AND GO EAST ON CUBA VALLEY ROAD FOR 2.0 MI TO  PATTON ROAD, TURN LEFT
 DH5515'AND GO NORTH ON PATTON ROAD FOR 0.6 MI TO THE STATION ON THE  LEFT.
 DH5515'THE STATION IS A BRONZE WISCONSIN DEPARMENT OF TRANSPORTATION GPS
 DH5515'GEODETIC  CONTROL MARKER DISK SET IN THE TOP OF A 45-CM DIAMETER
 DH5515'CONCRETE POST ABOUT 2 M ABOVE  THE ROAD PAVEMENT.  THE STATION IS 10.8
 DH5515'M WEST OF THE CENTERLINE OF PATTON ROAD, 0.4 MI  SOUTH OF DALEY ROAD,
 DH5515'0.2 MI SOUTH OF PRIVATE ENTRANCE --6865--, 150 M SOUTH OF A METAL
 DH5515'--SCHOOL BUS STOP AHEAD-- SIGN, 40 M SOUTH OF A STONE LINED FIELD
 DH5515'DRAINAGE DITCH, 0.5 M  EAST OF A CULTIVATED FIELD, AND 1 M EAST OF A
 DH5515'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS  STATION HAS NO VISIBLE
 DH5515'OBSTRUCTIONS EXTENDING  HIGHER THAN 5 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1121 ***********************************************************************
 OM1121  DESIGNATION -  DEKORRA
 OM1121  PID         -  OM1121
 OM1121  STATE/COUNTY-  WI/COLUMBIA
 OM1121  USGS QUAD   -  POYNETTE (1984)
 OM1121
 OM1121                         *CURRENT SURVEY CONTROL
 OM1121  ___________________________________________________________________
 OM1121* NAD 83(1991)-  43 26 20.38358(N)    089 26 36.24089(W)     ADJUSTED  
 OM1121* NAVD 88     -       290.     (meters)     951.     (feet)  SCALED    
 OM1121  ___________________________________________________________________
 OM1121  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 OM1121  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 OM1121
 OM1121  HORZ ORDER  -  SECOND
 OM1121
 OM1121.The horizontal coordinates were established by classical geodetic methods
 OM1121.and adjusted by the National Geodetic Survey in November 1991..
 OM1121
 OM1121.The orthometric height was scaled from a topographic map.
 OM1121
 OM1121.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1121
 OM1121.The geoid height was determined by GEOID03.
 OM1121
 OM1121;                    North         East     Units Scale Factor Converg.
 OM1121;SPC WI S     -   160,009.056   645,057.872   MT  0.99993276   +0 22 56.8
 OM1121;SPC WI S     -   524,963.04  2,116,327.37   sFT  0.99993276   +0 22 56.8
 OM1121;UTM  16      - 4,812,466.322   302,262.819   MT  1.00008098   -1 40 50.1
 OM1121
 OM1121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1121!SPC WI S     -   0.99996005  x   0.99993276  =   0.99989281
 OM1121!UTM  16      -   0.99996005  x   1.00008098  =   1.00004103
 OM1121
 OM1121|---------------------------------------------------------------------|
 OM1121| PID    Reference Object                     Distance      Geod. Az  |
 OM1121|                                                           dddmmss.s |
 OM1121| CI8528 DEKORRA RM 1                         18.957 METERS 17906     |
 OM1121| CI8529 DEKORRA RM 2                         18.437 METERS 28857     |
 OM1121| CI8527 DEKORRA AZ MK                                      2970511.0 |
 OM1121|---------------------------------------------------------------------|
 OM1121
 OM1121                          SUPERSEDED SURVEY CONTROL
 OM1121
 OM1121  NAD 83(1986)-  43 26 20.37633(N)    089 26 36.24665(W) AD(       ) 2
 OM1121  NAD 27      -  43 26 20.43320(N)    089 26 35.81530(W) AD(       ) 2
 OM1121
 OM1121.Superseded values are not recommended for survey control.
 OM1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1121.See file dsdata.txt to determine how the superseded data were derived.
 OM1121
 OM1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP0226312466(NAD 83)
 OM1121_MARKER: DS = TRIANGULATION STATION DISK
 OM1121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1121
 OM1121  HISTORY     - Date     Condition        Report By
 OM1121  HISTORY     - 1958     MONUMENTED       CGS
 OM1121  HISTORY     - 19960427 MARK NOT FOUND   USPSQD
 OM1121
 OM1121                          STATION DESCRIPTION
 OM1121
 OM1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1121'THE STATION IS ABOUT 7-1/2 MILES SOUTH OF PORTAGE, ABOUT
 OM1121'4-1/4 MILES NORTH-NORTHWEST OF POYNETTE, ON A HIGH WOODED
 OM1121'HILL AND ABOUT 10 FEET LOWER THAN THE HIGHEST POINT, AND ON
 OM1121'THE PROPERTY OF MR. GLENN MORSE.  IT IS 64 FEET NORTH OF A
 OM1121'T-FENCE CORNER, 18 FEET NORTH OF A 12 INCH OAK TREE WITH A
 OM1121'TRIANGLE BLAZE, 8 FEET WEST OF A WIRE FENCE AND 4 FEET WEST
 OM1121'OF A WHITE WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES
 OM1121'AND THE DISK IS STAMPED DEKORRA 1958.
 OM1121'
 OM1121'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 51
 OM1121'AND 16, ABOUT 5 MILES SOUTHEAST OF PORTAGE, GO SOUTH ON
 OM1121'HIGHWAY 51 FOR 3.8 MILES TO A CROSSROAD.  TURN RIGHT AND
 OM1121'GO WEST ON COUNTY ROAD B FOR 0.9 MILE TO A T-ROAD.  TURN
 OM1121'RIGHT, STAY ON COUNTY ROAD B, AND GO FOR 1.0 MILE TO A Y-FORK.
 OM1121'TAKE LEFT FORK, LEAVING COUNTY ROAD B, AND GO SOUTHWESTERLY
 OM1121'ON A PAVED ROAD FOR 0.8 MILE TO A FIELD ENTRANCE ON THE
 OM1121'LEFT AND MR. GLENN MORSES HOUSE ON THE RIGHT.  *TURN LEFT
 OM1121'THROUGH GATE AND GO SOUTHEAST THROUGH FIELD, KEEPING ALONG
 OM1121'RIDGE, FOR ABOUT 0.15 MILE TO THE EDGE OF THE WOODS.
 OM1121'CONTINUE SOUTHERLY UP HILL THROUGH THE WOODS FOR ABOUT 0.15
 OM1121'MILE TO THE TOP OF THE HILL AND THE STATION.
 OM1121'
 OM1121'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO SOUTH AND
 OM1121'SOUTHEAST ON THE PAVED ROAD FOR 0.15 MILE TO THE AZIMUTH MARK
 OM1121'ON THE RIGHT.
 OM1121'
 OM1121'REFERENCE MARK 1 IS 46 FEET SOUTH OF THE OAK TREE WITH THE
 OM1121'TRIANGLE BLAZE, 6 FEET WEST OF A T-FENCE CORNER, 5 FEET EAST
 OM1121'OF A T-FENCE CORNER AND 1.5 FEET NORTH OF A WIRE FENCE.  THE
 OM1121'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED DEKORRA
 OM1121'NO 1 1958.
 OM1121'
 OM1121'REFERENCE MARK 2 IS ONTHE WEST SLOPE OF THE HILL AND ABOUT
 OM1121'5 FEET LOWER THAN THE STATION.  IT IS 67 FEET WEST OF A
 OM1121'WIRE FENCE AND 65 FEET NORTHWEST OF THE OAK TREE WITH THE
 OM1121'TRIANGLE BLAZE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK
 OM1121'IS STAMPED DEKORRA NO 2 1958.
 OM1121'
 OM1121'THE AZIMUTH MARK IS 28 FEET NORTHWEST OF THE CENTERLINE
 OM1121'OF A PAVED ROAD, 2 FEET EAST-NORTHEAST OF A WHITE WITNESS
 OM1121'POST AND 1 FOOT SOUTHEAST OF A WIRE FENCE.  THE MONUMENT
 OM1121'IS FLUSH AND THE DISK IS STAMPED DEKORRA 1958.
 OM1121'
 OM1121'NOTE--A FOUR WHEEL DRIVE VEHICLE WOULD BE REQUIRED TO DRIVE
 OM1121'ALL THE WAY TO THE STATION.
 OM1121'
 OM1121'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 OM1121
 OM1121                          STATION RECOVERY (1996)
 OM1121
 OM1121'RECOVERY NOTE BY US POWER SQUADRON 1996
 OM1121'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5597 ***********************************************************************
 DH5597  DESIGNATION -  DEKORRA GPS
 DH5597  PID         -  DH5597
 DH5597  STATE/COUNTY-  WI/COLUMBIA
 DH5597  USGS QUAD   -  DURWARDS GLEN (1975)
 DH5597
 DH5597                         *CURRENT SURVEY CONTROL
 DH5597  ___________________________________________________________________
 DH5597* NAD 83(1997)-  43 27 03.73579(N)    089 30 09.11407(W)     ADJUSTED  
 DH5597* NAVD 88     -                                                        
 DH5597  ___________________________________________________________________
 DH5597  X           -      40,266.971 (meters)                     COMP
 DH5597  Y           -  -4,637,621.008 (meters)                     COMP
 DH5597  Z           -   4,364,166.464 (meters)                     COMP
 DH5597  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 DH5597  ELLIP HEIGHT-         221.30  (meters)          (08/01/05) GPS OBS
 DH5597  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 DH5597
 DH5597  HORZ ORDER  -  FIRST
 DH5597  ELLP ORDER  -  SECOND    CLASS I
 DH5597
 DH5597.The horizontal coordinates were established by GPS observations
 DH5597.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5597
 DH5597
 DH5597.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5597
 DH5597.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5597
 DH5597.The ellipsoidal height was determined by GPS observations
 DH5597.and is referenced to NAD 83.
 DH5597
 DH5597.The geoid height was determined by GEOID03.
 DH5597
 DH5597;                    North         East     Units Scale Factor Converg.
 DH5597;SPC WI S     -   161,316.602   640,263.142   MT  0.99993292   +0 20 30.5
 DH5597;SPC WI S     -   529,252.89  2,100,596.66   sFT  0.99993292   +0 20 30.5
 DH5597;UTM  16      - 4,813,945.881   297,517.515   MT  1.00010435   -1 43 18.0
 DH5597
 DH5597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5597!SPC WI S     -   0.99996530  x   0.99993292  =   0.99989822
 DH5597!UTM  16      -   0.99996530  x   1.00010435  =   1.00006964
 DH5597
 DH5597                          SUPERSEDED SURVEY CONTROL
 DH5597
 DH5597.No superseded survey control is available for this station.
 DH5597
 DH5597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP9751813946(NAD 83)
 DH5597_MARKER: DD = SURVEY DISK
 DH5597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5597_STAMPING: DEKORRA GPS 1994
 DH5597_MARK LOGO: WIDT  
 DH5597_PROJECTION: FLUSH
 DH5597_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5597+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2003
 DH5597
 DH5597  HISTORY     - Date     Condition        Report By
 DH5597  HISTORY     - 1994     MONUMENTED       WI-021
 DH5597  HISTORY     - 20030813 GOOD             WIDT
 DH5597
 DH5597                          STATION DESCRIPTION
 DH5597
 DH5597'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5597'OWNERSHIP--TOWN OF CALEDONIA.  TO REACH THE STATION FROM THE JUNCTION
 DH5597'OF INTERSTATE  HIGHWAY 39 AND INTERSTATE HIGHWAY 90 AND INTERSTATE
 DH5597'HIGHWAY 94 WITH STATE HIGHWAY 78  ABOUT 4 MI SOUTHWEST OF THE CITY OF
 DH5597'PORTAGE, GO SOUTHWEST ON STATE HIGHWAY 78 FOR 1.4  MI TO OLD COUNTY
 DH5597'HIGHWAY U, TURN LEFT AND GO EAST, THEN SOUTH FOR 1.4 MI TO THE STATION
 DH5597'ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH5597'TRANSPORTATION  GEODEDIC CONTROL MARKER DISK SET IN THE TOP OF A 45-CM
 DH5597'DIAMETER CONCRETE POST ABOUT  LEVEL WITH THE ROAD PAVEMENT.  THE
 DH5597'STATION IS 7.3 M WEST OF THE CENTERLINE OF OLD  COUNTY HIGHWAY U, 0.4
 DH5597'MI SOUTH OF SHANKS ROAD, 0.07 MI NORTH OF COUNTY HIGHWAY U, 1 M  EAST
 DH5597'OF A CULTIVATED FIELD, 1.0 M WEST, NORTHEAST, SOUTHEAST OF THREE
 DH5597'ORANGE 4X4 PLASTIC  WITNESS POSTS  AND 0.2 M EAST OF A WHITE PLASTIC
 DH5597'WITNESS POST. ---NOTE---THIS  STATION HAS NO VISIBLE OBSTRUCTIONS
 DH5597'EXTENDING HIGHER THAN 10 DEGREES ABOVE THE  HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5579 ***********************************************************************
 DH5579  DESIGNATION -  DEKORRA N GPS AZ MK
 DH5579  PID         -  DH5579
 DH5579  STATE/COUNTY-  WI/COLUMBIA
 DH5579  USGS QUAD   -  POYNETTE (1984)
 DH5579
 DH5579                         *CURRENT SURVEY CONTROL
 DH5579  ___________________________________________________________________
 DH5579* NAD 83(1997)-  43 25 54.60021(N)    089 24 00.44519(W)     ADJUSTED  
 DH5579* NAVD 88     -                                                        
 DH5579  ___________________________________________________________________
 DH5579  X           -      48,571.458 (meters)                     COMP
 DH5579  Y           -  -4,639,019.245 (meters)                     COMP
 DH5579  Z           -   4,362,627.207 (meters)                     COMP
 DH5579  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 DH5579  ELLIP HEIGHT-         235.81  (meters)          (08/01/05) GPS OBS
 DH5579  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 DH5579
 DH5579  HORZ ORDER  -  FIRST
 DH5579  ELLP ORDER  -  SECOND    CLASS I
 DH5579
 DH5579.The horizontal coordinates were established by GPS observations
 DH5579.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5579
 DH5579
 DH5579.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5579
 DH5579.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5579
 DH5579.The ellipsoidal height was determined by GPS observations
 DH5579.and is referenced to NAD 83.
 DH5579
 DH5579.The geoid height was determined by GEOID03.
 DH5579
 DH5579;                    North         East     Units Scale Factor Converg.
 DH5579;SPC WI S     -   159,237.711   648,566.864   MT  0.99993269   +0 24 43.8
 DH5579;SPC WI S     -   522,432.39  2,127,839.79   sFT  0.99993269   +0 24 43.8
 DH5579;UTM  16      - 4,811,569.041   305,742.258   MT  1.00006420   -1 39 02.1
 DH5579
 DH5579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5579!SPC WI S     -   0.99996302  x   0.99993269  =   0.99989572
 DH5579!UTM  16      -   0.99996302  x   1.00006420  =   1.00002722
 DH5579
 DH5579                          SUPERSEDED SURVEY CONTROL
 DH5579
 DH5579.No superseded survey control is available for this station.
 DH5579
 DH5579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP0574211569(NAD 83)
 DH5579_MARKER: DZ = AZIMUTH MARK DISK
 DH5579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5579_STAMPING: DEKORRA N GPS AZ MK 1994
 DH5579_MARK LOGO: WIDT  
 DH5579_PROJECTION: FLUSH
 DH5579_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5579+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH5579
 DH5579  HISTORY     - Date     Condition        Report By
 DH5579  HISTORY     - 1994     MONUMENTED       WIDT
 DH5579  HISTORY     - 20040224 GOOD             WIDT
 DH5579  HISTORY     - 20051228 GOOD             WIDT
 DH5579
 DH5579                          STATION DESCRIPTION
 DH5579
 DH5579'DESCRIBED BY WI DEPT OF TRANSP 2004 (TSS)
 DH5579'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH5579'STATION FROM THE  JUNCTION OF US HIGHWAY 51 WITH COUNTY HIGHWAY Q AND
 DH5579'COUNTY HIGHWAY CS (E NORTH  STREET) IN THE VILLAGE OF POYNETTE, GO
 DH5579'NORTH ON US HIGHWAY 51 FOR 2.6 MI TO BILKIE ROAD ON  THE LEFT AND THE
 DH5579'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH5579'TRANSPORTATION AZIMUTH MARK DISK SET IN THE TOP OF A 45-CM DIAMETER
 DH5579'CONCRETE POST  ABOUT 3 M ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS
 DH5579'18.4 M EAST OF THE CENTERLINE OF  STATE HIGHWAY 51, 5.3 M
 DH5579'SOUTH-SOUTHWEST OF TELEPHONE PEDESTAL --3C 14C 7 20--, 4.8 M WEST  OF
 DH5579'A WIRE FENCE, 1 M SOUTH OF THE EXTENDED CENTERLINE OF BILKIE ROAD, 1.0
 DH5579'M WEST,  NORTHEAST, SOUTHEAST OF THREE ORANGE 4X4 PLASTIC WITNESS
 DH5579'POSTS AND 0.9 M  SOUTH-SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DH5579'---NOTE---THIS STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER
 DH5579'THAN 15 DEGREES ABOVE THE HORIZON.
 DH5579
 DH5579                          STATION RECOVERY (2005)
 DH5579
 DH5579'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5579'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5598 ***********************************************************************
 DH5598  DESIGNATION -  DEKORRA W GPS
 DH5598  PID         -  DH5598
 DH5598  STATE/COUNTY-  WI/COLUMBIA
 DH5598  USGS QUAD   -  POYNETTE (1984)
 DH5598
 DH5598                         *CURRENT SURVEY CONTROL
 DH5598  ___________________________________________________________________
 DH5598* NAD 83(1997)-  43 25 03.10639(N)    089 29 50.93506(W)     ADJUSTED  
 DH5598* NAVD 88     -                                                        
 DH5598  ___________________________________________________________________
 DH5598  X           -      40,698.093 (meters)                     COMP
 DH5598  Y           -  -4,640,170.045 (meters)                     COMP
 DH5598  Z           -   4,361,456.488 (meters)                     COMP
 DH5598  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 DH5598  ELLIP HEIGHT-         211.81  (meters)          (08/01/05) GPS OBS
 DH5598  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 DH5598
 DH5598  HORZ ORDER  -  FIRST
 DH5598  ELLP ORDER  -  SECOND    CLASS I
 DH5598
 DH5598.The horizontal coordinates were established by GPS observations
 DH5598.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5598
 DH5598
 DH5598.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5598
 DH5598.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5598
 DH5598.The ellipsoidal height was determined by GPS observations
 DH5598.and is referenced to NAD 83.
 DH5598
 DH5598.The geoid height was determined by GEOID03.
 DH5598
 DH5598;                    North         East     Units Scale Factor Converg.
 DH5598;SPC WI S     -   157,596.573   640,694.275   MT  0.99993259   +0 20 43.0
 DH5598;SPC WI S     -   517,048.09  2,102,011.13   sFT  0.99993259   +0 20 43.0
 DH5598;UTM  16      - 4,810,212.105   297,814.508   MT  1.00010287   -1 43 01.6
 DH5598
 DH5598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5598!SPC WI S     -   0.99996679  x   0.99993259  =   0.99989938
 DH5598!UTM  16      -   0.99996679  x   1.00010287  =   1.00006965
 DH5598
 DH5598                          SUPERSEDED SURVEY CONTROL
 DH5598
 DH5598.No superseded survey control is available for this station.
 DH5598
 DH5598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP9781510212(NAD 83)
 DH5598_MARKER: DD = SURVEY DISK
 DH5598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5598_STAMPING: DEKORRA W GPS 1994
 DH5598_MARK LOGO: WIDT  
 DH5598_PROJECTION: FLUSH
 DH5598_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5598+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2003
 DH5598
 DH5598  HISTORY     - Date     Condition        Report By
 DH5598  HISTORY     - 1994     MONUMENTED       WI-021
 DH5598  HISTORY     - 20030813 GOOD             WIDT
 DH5598
 DH5598                          STATION DESCRIPTION
 DH5598
 DH5598'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5598'OWNERSHIP--TOWN OF DEKORRA.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5598'INTERSTATE  HIGHWAY 39 AND INTERSTATE HIGHWAY 90 AND INTERSTATE
 DH5598'HIGHWAY 94 WITH COUNTY HIGHWAY  CS ABOUT 3 MI WEST OF THE VILLAGE OF
 DH5598'POYNETTE, GO EAST ON COUNTY HIGHWAY CS FOR 0.2 MI TO  COUNTY HIGHWAY J
 DH5598'ON THE LEFT, TURN LEFT AND GO NORTH ON COUNTY HIGHWAY J FO 2.0 MI TO
 DH5598'BLACK ROAD ON THE LEFT, TURN LEFT AND GO WEST ON BLACK ROAD FOR 1.8 MI
 DH5598'TO THE STATION ON  THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DH5598'DEPARTMENT OF TRANSPORTATION GEODEDIC  CONTROL MARKER DISK SET IN THE
 DH5598'TOP OF A 45-CM DIAMETER CONCRETE POST  ABOUT LEVEL  WITH THE ROAD
 DH5598'PAVEMENT.  THE STATION IS 8.6 M SOUTH OF THE CENTERLINE OF BLACK ROAD,
 DH5598'49 M  SOUTHEAST OF POWER POLE --11-8-24 9/26--, 31.3 M WEST OF A WOOD
 DH5598'POST FOR A --CURVE AHEAD--  SIGN, 1 M NORTH OF A CULTIVATED FIELD, AND
 DH5598'0.7 M NORTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION
 DH5598'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES  ABOVE
 DH5598'THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1037 ***********************************************************************
 PN1037  DESIGNATION -  DEL
 PN1037  PID         -  PN1037
 PN1037  STATE/COUNTY-  WI/MARATHON
 PN1037  USGS QUAD   -  MISSION LAKE (1982)
 PN1037
 PN1037                         *CURRENT SURVEY CONTROL
 PN1037  ___________________________________________________________________
 PN1037* NAD 83(1991)-  44 50 09.32457(N)    089 18 31.77192(W)     ADJUSTED  
 PN1037* NAVD 88     -       409.3    (meters)    1343.     (feet)  VERTCON   
 PN1037  ___________________________________________________________________
 PN1037  LAPLACE CORR-          -4.08  (seconds)                    DEFLEC99
 PN1037  GEOID HEIGHT-         -35.55  (meters)                     GEOID03
 PN1037
 PN1037  HORZ ORDER  -  FIRST
 PN1037
 PN1037.The horizontal coordinates were established by classical geodetic methods
 PN1037.and adjusted by the National Geodetic Survey in November 1991..
 PN1037
 PN1037.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1037
 PN1037.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1037
 PN1037.The geoid height was determined by GEOID03.
 PN1037
 PN1037;                    North         East     Units Scale Factor Converg.
 PN1037;SPC WI C     -   111,638.907   654,648.344   MT  0.99994095   +0 29 15.6
 PN1037;SPC WI C     -   366,268.65  2,147,792.11   sFT  0.99994095   +0 29 15.6
 PN1037;UTM  16      - 4,967,317.026   317,510.273   MT  1.00000953   -1 37 42.1
 PN1037
 PN1037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1037!SPC WI C     -   0.99994141  x   0.99994095  =   0.99988236
 PN1037!UTM  16      -   0.99994141  x   1.00000953  =   0.99995093
 PN1037
 PN1037|---------------------------------------------------------------------|
 PN1037| PID    Reference Object                     Distance      Geod. Az  |
 PN1037|                                                           dddmmss.s |
 PN1037| CJ4831 DEL RM 1                             28.146 METERS 07335     |
 PN1037| CJ4832 DEL RM 2                             18.166 METERS 13106     |
 PN1037| PN1036 DEL RM 3                            218.100 METERS 13805     |
 PN1037|---------------------------------------------------------------------|
 PN1037
 PN1037                          SUPERSEDED SURVEY CONTROL
 PN1037
 PN1037  NAD 83(1986)-  44 50 09.32331(N)    089 18 31.77903(W) AD(       ) 1
 PN1037  NAD 27      -  44 50 09.42461(N)    089 18 31.35702(W) AD(       ) 1
 PN1037  NGVD 29 (07/19/86)  409.3    (m)         1343.     (f) VERT ANG       
 PN1037
 PN1037.Superseded values are not recommended for survey control.
 PN1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1037.See file dsdata.txt to determine how the superseded data were derived.
 PN1037
 PN1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ1751067317(NAD 83)
 PN1037_MARKER: DH = HORIZONTAL CONTROL DISK
 PN1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1037_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PN1037_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PN1037
 PN1037  HISTORY     - Date     Condition        Report By
 PN1037  HISTORY     - 1980     MONUMENTED       NGS
 PN1037
 PN1037                          STATION DESCRIPTION
 PN1037
 PN1037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (EDW)
 PN1037'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF THE SMALL
 PN1037'COMMUNITY OF BEVENT, 5 MILES NORTHWEST OF ELDERON AND 3-1/2
 PN1037'MILES SOUTH-SOUTHEAST OF HATLEY.
 PN1037'OWNERSHIP--MRS. DELBERT PIERSON, ROUTE 1, ELDERON, WISCONSIN,
 PN1037'(PHONE NUMBER 454-6767).
 PN1037'
 PN1037'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 AND
 PN1037'COUNTY ROUTE Y IN THE SMALL COMMUNITY OF HATLEY, GO SOUTH ON
 PN1037'COUNTY ROUTE Y FOR 2.7 MILES TO A CROSSROAD AND THE JUNCTION OF
 PN1037'COUNTY ROUTE I.  TURN LEFT AND GO EAST, SOUTH AND EAST ON COUNTY
 PN1037'ROUTE I FOR 2.5 MILES TO A GRAVEL DRIVEWAY ON THE LEFT AND A RED
 PN1037'FIRE NUMBER SIGN (E 188).  (TO REACH THE REFERENCE MARK 3 FROM
 PN1037'HERE, CONTINUE EAST ON COUNTY ROUTE I FOR ABOUT 100 FEET TO A
 PN1037'FIELD ROAD ON THE RIGHT AND THE REFERENCE MARK ON THE RIGHT AS
 PN1037'DESCRIBED.)  TURN LEFT AND GO NORTH UP DRIVEWAY FOR 0.05 MILES TO
 PN1037'THE HOME OF MR. E. GORSKI, CONTINUE NORTHERLY PASSING BETWEEN A BARN
 PN1037'AND A MACHINE SHED, TO A GAP IN THE FENCE.  PASS THROUGH THE GAP
 PN1037'IN THE FENCE AND CONTINUE FOR 0.05 MILES TO A SHED ON THE
 PN1037'LEFT AND A FENCE CORNER.
 PN1037'TURN LEFT AND FOLLOW THE FENCELINE SOUTH AND WEST FOR 0.05 MILES
 PN1037'TO THE TOP OF A SMALL HILL AND THE STATION AS DESCRIBED.
 PN1037'
 PN1037'THE STATION IS A STANDARD NGS DISK
 PN1037'STAMPED---DEL 1980---,
 PN1037'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN1037'RECESSED 25 CM BELOW THE GROUND.  IT IS LOCATED
 PN1037'20.27 METERS (66.5 FT) WEST-NORTHWEST FROM A FENCE CORNER AND A
 PN1037'METAL WITNESS POST AND
 PN1037'9.45 METERS (31 FT) NORTH-NORTHEAST FROM A FENCELINE.
 PN1037'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 PN1037'STAMPED---DEL 1980---,
 PN1037'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 PN1037'
 PN1037'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 PN1037'STAMPED---DEL NO 1 1980---,
 PN1037'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN1037'PROJECTING 2 CM ABOVE THE GROUND.  IT IS LOCATED
 PN1037'24.84 METERS (81.5 FT) NORTH-NORTHEAST FROM A FENCE CORNER AND
 PN1037'0.91 METER (3 FT) WEST FROM A METAL WITNESS POST AND FENCELINE.
 PN1037'MARK IS BELOW STATION 0.6 METERS.
 PN1037'
 PN1037'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 PN1037'STAMPED---DEL NO 2 1980---,
 PN1037'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN1037'FLUSH WITH GROUND.  IT IS LOCATED
 PN1037'4.42 METERS (14.5 FT) EAST-NORTHEAST FROM THE CENTER OF A WIRE
 PN1037'GATE AND
 PN1037'2.29 METERS (7.5 FT) NORTH FROM A FENCE CORNER AND METAL WITNESS
 PN1037'POST.
 PN1037'MARK IS BELOW STATION 0.6 METERS.
 PN1037'
 PN1037'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 PN1037'STAMPED---DEL NO 3 1980---,
 PN1037'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN1037'PROJECTING 8 CM ABOVE THE GROUND.  IT IS LOCATED
 PN1037'6.712 METERS (22 FT) SOUTH FROM THE CENTER OF A PAVED ROAD,
 PN1037'5.490 METERS (18 FT) EAST FROM THE CENTER OF A FIELD ROAD AND
 PN1037'0.915 METER (3 FT) WEST-NORTHWEST FROM A METAL WITNESS POST.
 PN1037'THE UNDERGROUND MARK IS A STANDARD NGS REFERENCE MARK
 PN1037'STAMPED---DEL NO 3 1980---,
 PN1037'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 1.0 METERS
 PN1037'BELOW THE SURFACE.
 PN1037'
 PN1037'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 21.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1306 ***********************************************************************
 PN1306  DESIGNATION -  DEL MONTE
 PN1306  PID         -  PN1306
 PN1306  STATE/COUNTY-  WI/PORTAGE
 PN1306  USGS QUAD   -  WHITING (1976)
 PN1306
 PN1306                         *CURRENT SURVEY CONTROL
 PN1306  ___________________________________________________________________
 PN1306* NAD 83(1991)-  44 27 26.59015(N)    089 31 06.18665(W)     ADJUSTED  
 PN1306* NAVD 88     -       339.5    (meters)    1114.     (feet)  VERTCON   
 PN1306  ___________________________________________________________________
 PN1306  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 PN1306  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 PN1306
 PN1306  HORZ ORDER  -  SECOND
 PN1306
 PN1306.The horizontal coordinates were established by classical geodetic methods
 PN1306.and adjusted by the National Geodetic Survey in November 1991..
 PN1306
 PN1306.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1306
 PN1306.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1306
 PN1306.The geoid height was determined by GEOID03.
 PN1306
 PN1306;                    North         East     Units Scale Factor Converg.
 PN1306;SPC WI C     -    69,457.166   638,329.024   MT  0.99996726   +0 20 23.3
 PN1306;SPC WI C     -   227,877.39  2,094,251.14   sFT  0.99996726   +0 20 23.3
 PN1306;UTM  16      - 4,925,760.650   299,646.957   MT  1.00009368   -1 45 51.9
 PN1306
 PN1306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1306!SPC WI C     -   0.99995239  x   0.99996726  =   0.99991965
 PN1306!UTM  16      -   0.99995239  x   1.00009368  =   1.00004606
 PN1306
 PN1306|---------------------------------------------------------------------|
 PN1306| PID    Reference Object                     Distance      Geod. Az  |
 PN1306|                                                           dddmmss.s |
 PN1306| PN1092 PLOVER DEL MONTE CORP TANK          143.185 METERS 12556     |
 PN1306| CS5497 DEL MONTE RM 1                       11.405 METERS 14101     |
 PN1306| CS5498 DEL MONTE RM 2                       11.270 METERS 21843     |
 PN1306|---------------------------------------------------------------------|
 PN1306
 PN1306                          SUPERSEDED SURVEY CONTROL
 PN1306
 PN1306  NAD 83(1986)-  44 27 26.58745(N)    089 31 06.19783(W) AD(       ) 2
 PN1306  NGVD 29 (03/14/91)  339.5    (m)         1114.     (f) VERT ANG       
 PN1306
 PN1306.Superseded values are not recommended for survey control.
 PN1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1306.See file dsdata.txt to determine how the superseded data were derived.
 PN1306
 PN1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ9964725761(NAD 83)
 PN1306_MARKER: DE = TRAVERSE STATION DISK
 PN1306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN1306_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1306+STABILITY: SURFACE MOTION
 PN1306
 PN1306  HISTORY     - Date     Condition        Report By
 PN1306  HISTORY     - 1980     MONUMENTED       WIDT
 PN1306  HISTORY     - 19950904 GOOD             USPSQD
 PN1306
 PN1306                          STATION DESCRIPTION
 PN1306
 PN1306'DESCRIBED BY WI DEPT OF TRANSP 1980 (LTK)
 PN1306'THE STATION IS LOCATED ABOUT 1 MILE EAST OF PLOVER IN THE CENTER OF
 PN1306'THE MEDIAN OF USH 51 NEAR THE NORTH ENDS OF THE USH 51 STRUCTURES OVER
 PN1306'THE GREEN BAY AND WESTERN RAILROAD.
 PN1306'
 PN1306'TO REACH THE STATION FROM THE JUNCTION OF STH 54 AND USH 51 SOUTHEAST
 PN1306'OF PLOVER, GO NORTH ON USH 51 FOR 1.54 MILES TO JUNCTION WITH CTH P.
 PN1306'CONTINUE NORTH ON USH 51 FOR 0.25 MILES TO USH 51 STRUCTURE OVER THE
 PN1306'GREEN BAY AND WESTERN RAILROAD.  THE STATION IS IN THE CENTER OF THE
 PN1306'USH 51 MEDIAN NEAR THE NORTH END OF THE STRUCTURE.
 PN1306'
 PN1306'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---DEL MONTE 1980---.
 PN1306'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 PN1306'MONUMENT WHICH PROJECTS 3 INCHES ABOVE GROUND.  IT IS 42 FEET WEST OF
 PN1306'THE CENTER OF THE NORTHBOUND ROADWAY OF USH 51, 41.5 FEET EAST OF THE
 PN1306'CENTER OF THE SOUTHBOUND ROADWAY OF USH 51, 28.5 FEET NORTH OF A
 PN1306'GUARDRAIL BETWEEN THE TWO USH 51 STRUCTURES, AND 2 FEET SOUTH OF A
 PN1306'METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 PN1306'OF CONCRETE 4.5 FEET BELOW GROUND.
 PN1306'
 PN1306'REFERENCE MARK 1 IS A STANDARD WIDT DISK STAMPED---DEL MONTE RM 1
 PN1306'1980---CEMENTED IN A DRILLED HOLE IN THE TOP OF THE CONCRETE BRIDGE
 PN1306'RAIL NEAR THE NORTHWEST CORNER OF THE NORTHBOUND USH 51 STRUCTURE.  IT
 PN1306'IS 37.5 FEET SOUTHEAST OF A METAL WITNESS POST, 18.5 FEET WEST OF THE
 PN1306'OF THE CENTER OF THE NORTHBOUND ROADWAY OF USH 51, AND 0.5 FEET SOUTH
 PN1306'OF THE NORTH END OF THE WEST BRIDGE RAIL OF THE NORTHBOUND STRUCTURE.
 PN1306'
 PN1306'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---DEL MONTE RM 2
 PN1306'1980---CEMENTED IN A DRILLED HOLE IN THE TOP OF THE CONCRETE BRIDGE
 PN1306'RAIL NEAR THE NORTHEAST CORNER OF THE SOUTHBOUND USH 51 STRUCTURE.  IT
 PN1306'IS 38 FEET SOUTHWEST OF A METAL WITNESS POST, 18.5 FEET EAST OF THE
 PN1306'CENTER OF THE SOUTHBOUND ROADWAY, AND 0.5 FEET SOUTH OF THE NORTH END
 PN1306'OF THE EAST BRIDGE RAIL OF THE SOUTHBOUND STRUCTURE.
 PN1306'
 PN1306'NO AZIMUTH MARK WAS SET.  HEIGHT OF LIGHT ABOVE MARK WAS 1.44 METERS.
 PN1306
 PN1306                          STATION RECOVERY (1995)
 PN1306
 PN1306'RECOVERY NOTE BY US POWER SQUADRON 1995
 PN1306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1036 ***********************************************************************
 PN1036  DESIGNATION -  DEL RM 3
 PN1036  PID         -  PN1036
 PN1036  STATE/COUNTY-  WI/MARATHON
 PN1036  USGS QUAD   -  MISSION LAKE (1982)
 PN1036
 PN1036                         *CURRENT SURVEY CONTROL
 PN1036  ___________________________________________________________________
 PN1036* NAD 83(1991)-  44 50 04.06719(N)    089 18 25.13839(W)     ADJUSTED  
 PN1036* NAVD 88     -       398.7    (meters)    1308.     (feet)  VERTCON   
 PN1036  ___________________________________________________________________
 PN1036  LAPLACE CORR-          -4.08  (seconds)                    DEFLEC99
 PN1036  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 PN1036
 PN1036  HORZ ORDER  -  SECOND
 PN1036
 PN1036.The horizontal coordinates were established by classical geodetic methods
 PN1036.and adjusted by the National Geodetic Survey in November 1991..
 PN1036
 PN1036.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1036
 PN1036.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1036
 PN1036.The geoid height was determined by GEOID03.
 PN1036
 PN1036;                    North         East     Units Scale Factor Converg.
 PN1036;SPC WI C     -   111,477.873   654,795.416   MT  0.99994097   +0 29 20.3
 PN1036;SPC WI C     -   365,740.32  2,148,274.63   sFT  0.99994097   +0 29 20.3
 PN1036;UTM  16      - 4,967,150.661   317,651.309   MT  1.00000889   -1 37 37.2
 PN1036
 PN1036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1036!SPC WI C     -   0.99994307  x   0.99994097  =   0.99988404
 PN1036!UTM  16      -   0.99994307  x   1.00000889  =   0.99995196
 PN1036
 PN1036                          SUPERSEDED SURVEY CONTROL
 PN1036
 PN1036  NAD 83(1986)-  44 50 04.06593(N)    089 18 25.14551(W) AD(       ) 2
 PN1036  NAD 27      -  44 50 04.16708(N)    089 18 24.72390(W) AD(       ) 2
 PN1036  NGVD 29 (07/19/86)  398.7    (m)         1308.     (f) VERT ANG       
 PN1036
 PN1036.Superseded values are not recommended for survey control.
 PN1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1036.See file dsdata.txt to determine how the superseded data were derived.
 PN1036
 PN1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ1765167151(NAD 83)
 PN1036_MARKER: DR = REFERENCE MARK DISK
 PN1036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1036_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PN1036_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PN1036
 PN1036  HISTORY     - Date     Condition        Report By
 PN1036  HISTORY     - 1980     MONUMENTED       NGS
 PN1036  HISTORY     - 19991017 GOOD             USPSQD
 PN1036  HISTORY     - 20000411 POOR             INDIV
 PN1036
 PN1036                          STATION DESCRIPTION
 PN1036
 PN1036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (EDW)
 PN1036'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF THE SMALL
 PN1036'COMMUNITY OF BEUENT, 5 MILES NORTHWEST OF ELDERON AND 3-1/2
 PN1036'MILES SOUTH-SOUTHEAST OF HATLEY.
 PN1036'OWNERSHIP--STATE OF WISCONSIN, ON HIGHWAY RIGHT-OF-WAY.
 PN1036'
 PN1036'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 AND
 PN1036'COUNTY ROUTE Y IN THE SMALL COMMUNITY OF HATLEY, GO SOUTH ON
 PN1036'COUNTY ROUTE Y FOR 2.7 MILES TO A CROSSROAD AND THE JUNCTION OF
 PN1036'COUNTY ROUTE I.  TURN LEFT AND GO EAST, SOUTH AND EAST ON COUNTY
 PN1036'ROUTE I FOR 2.5 MILES TO A GRAVEL DRIVEWAY ON THE LEFT AND A RED
 PN1036'FIRE NUMBER SIGN (E 188).  CONTINUE EAST ON COUNTY ROUTE I FOR
 PN1036'ABOUT 100 FEET TO A FIELD ROAD ON THE RIGHT AND THE STATION AS
 PN1036'DESCRIBED.
 PN1036'
 PN1036'THE STATION IS A STANDARD NGS REFERENCE MARK DISK
 PN1036'STAMPED---DEL NO 3 1980---,
 PN1036'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN1036'PROJECTING 8 CM ABOVE THE GROUND.  IT IS LOCATED
 PN1036'6.712 METERS (22 FT) SOUTH FROM THE CENTER OF A PAVED ROAD,
 PN1036'5.490 METERS (18 FT) EAST FROM THE CENTER OF THE FIELD ROAD AND
 PN1036'0.915 METER (3 FT) WEST-NORTHWEST FROM A METAL WITNESS POST.
 PN1036'THE UNDERGROUND MARK IS A STANDARD NGS REFERENCE MARK
 PN1036'STAMPED---DEL NO 3 1980---,
 PN1036'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 1.0 METERS
 PN1036'BELOW THE SURFACE.
 PN1036'
 PN1036'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
 PN1036'
 PN1036'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 PN1036'DEL 1980 USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 PN1036
 PN1036                          STATION RECOVERY (1999)
 PN1036
 PN1036'RECOVERY NOTE BY US POWER SQUADRON 1999
 PN1036'RECOVERED IN GOOD CONDITION.
 PN1036
 PN1036                          STATION RECOVERY (2000)
 PN1036
 PN1036'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2000 (CJN)
 PN1036'MONUMENT LOOKS TIPPED BUT STABLE.  SEE RECOVERY SHEET AT MARATHON
 PN1036'COUNTY SURVEYOR'S OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4855 ***********************************************************************
 DG4855  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4855  DESIGNATION -  DELAFIELD N GPS
 DG4855  PID         -  DG4855
 DG4855  STATE/COUNTY-  WI/WAUKESHA
 DG4855  USGS QUAD   -  HARTLAND (1994)
 DG4855
 DG4855                         *CURRENT SURVEY CONTROL
 DG4855  ___________________________________________________________________
 DG4855* NAD 83(1997)-  43 05 38.11992(N)    088 21 45.09679(W)     ADJUSTED  
 DG4855* NAVD 88     -       280.67   (meters)     920.8    (feet)  GPS OBS   
 DG4855  ___________________________________________________________________
 DG4855  X           -     133,304.579 (meters)                     COMP
 DG4855  Y           -  -4,663,105.699 (meters)                     COMP
 DG4855  Z           -   4,335,295.133 (meters)                     COMP
 DG4855  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 DG4855  ELLIP HEIGHT-         246.12  (meters)          (04/02/04) GPS OBS
 DG4855  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 DG4855
 DG4855  HORZ ORDER  -  FIRST
 DG4855  ELLP ORDER  -  FOURTH    CLASS I
 DG4855
 DG4855.The horizontal coordinates were established by GPS observations
 DG4855.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4855
 DG4855.The orthometric height was determined by GPS observations and a
 DG4855.high-resolution geoid model using precise GPS observation and
 DG4855.processing techniques.
 DG4855
 DG4855.Photographs are available for this station.
 DG4855
 DG4855.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4855
 DG4855.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4855
 DG4855.The ellipsoidal height was determined by GPS observations
 DG4855.and is referenced to NAD 83.
 DG4855
 DG4855.The geoid height was determined by GEOID03.
 DG4855
 DG4855;                    North         East     Units Scale Factor Converg.
 DG4855;SPC WI S     -   122,833.040   733,301.939   MT  0.99994686   +1 07 30.4
 DG4855;SPC WI S     -   402,994.73  2,405,841.44   sFT  0.99994686   +1 07 30.4
 DG4855;UTM  16      - 4,772,145.665   389,111.271   MT  0.99975127   -0 55 51.5
 DG4855
 DG4855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4855!SPC WI S     -   0.99996140  x   0.99994686  =   0.99990827
 DG4855!UTM  16      -   0.99996140  x   0.99975127  =   0.99971268
 DG4855
 DG4855                          SUPERSEDED SURVEY CONTROL
 DG4855
 DG4855.No superseded survey control is available for this station.
 DG4855
 DG4855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8911172146(NAD 83)
 DG4855_MARKER: DD = SURVEY DISK
 DG4855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4855_STAMPING: DELAFIELD N GPS 2002
 DG4855_MARK LOGO: WIDT  
 DG4855_PROJECTION: FLUSH
 DG4855_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4855_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4855+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4855
 DG4855  HISTORY     - Date     Condition        Report By
 DG4855  HISTORY     - 2001     MONUMENTED       WIDT
 DG4855
 DG4855                          STATION DESCRIPTION
 DG4855
 DG4855'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4855'THE STATION IS LOCATED ABOUT 14 KM NORTHWEST OF WAUKESHA, 11KM
 DG4855'EAST-SOUTHEAST OF OCONOMOWOC AND 2 KM SOUTHWEST OF HARTLAND.
 DG4855'OWNERSHIP--TOWN OF DELAFIELD.  TO REACH THE STATION FROM THE JUNCTION
 DG4855'OF STATE HIGHWAY 16 WITH STATE HIGHWAY 83, ABOUT 2 KM WEST OF THE
 DG4855'VILLAGE OF HARTLAND, GO SOUTH ON STATE HIGHWAY 83 FOR 1.1 KM TO
 DG4855'CARDINAL LANE AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DG4855'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DG4855'DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH
 DG4855'OF 1.2 M AND IS ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS
 DG4855'9.3 M NORTH OF THE CENTERLINE OF CARDINAL LANE, 40.3 M WEST OF THE
 DG4855'CENTERLINE OF STATE HIGHWAY 83, AND 33.3 M EAST OF THE CENTERLINE OF
 DG4855'CAMBELL TERRACE.  ---NOTE---THE STATION IS WEST, SOUTH AND EAST OF
 DG4855'THREE ORANGE 4X4 PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS
 DG4855'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DG4855'HORIZON EXCEPT FOR A LIGHT POLE TO THE SOUTH EXTENDING TO 30 DEGREES.
 DG4855'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9584 ***********************************************************************
 DF9584  DESIGNATION -  DELAFIELD S GPS
 DF9584  PID         -  DF9584
 DF9584  STATE/COUNTY-  WI/WAUKESHA
 DF9584  USGS QUAD   -  HARTLAND (1994)
 DF9584
 DF9584                         *CURRENT SURVEY CONTROL
 DF9584  ___________________________________________________________________
 DF9584* NAD 83(1997)-  43 01 12.73702(N)    088 21 26.52481(W)     ADJUSTED  
 DF9584* NAVD 88     -       308.418  (meters)    1011.87   (feet)  ADJUSTED  
 DF9584  ___________________________________________________________________
 DF9584  X           -     133,885.306 (meters)                     COMP
 DF9584  Y           -  -4,668,703.154 (meters)                     COMP
 DF9584  Z           -   4,329,329.985 (meters)                     COMP
 DF9584  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 DF9584  ELLIP HEIGHT-         273.94  (meters)          (04/02/04) GPS OBS
 DF9584  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 DF9584  DYNAMIC HT  -         308.336 (meters)    1011.60  (feet)  COMP
 DF9584  MODELED GRAV-     980,344.3   (mgal)                       NAVD 88
 DF9584
 DF9584  HORZ ORDER  -  FIRST
 DF9584  VERT ORDER  -  SECOND    CLASS I
 DF9584  ELLP ORDER  -  FOURTH    CLASS I
 DF9584
 DF9584.The horizontal coordinates were established by GPS observations
 DF9584.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DF9584
 DF9584.The orthometric height was determined by differential leveling
 DF9584.and adjusted by the National Geodetic Survey in February 2004..
 DF9584
 DF9584.Photographs are available for this station.
 DF9584
 DF9584.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9584
 DF9584.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9584
 DF9584.The ellipsoidal height was determined by GPS observations
 DF9584.and is referenced to NAD 83.
 DF9584
 DF9584.The geoid height was determined by GEOID03.
 DF9584
 DF9584.The dynamic height is computed by dividing the NAVD 88
 DF9584.geopotential number by the normal gravity value computed on the
 DF9584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9584.degrees latitude (g = 980.6199 gals.).
 DF9584
 DF9584.The modeled gravity was interpolated from observed gravity values.
 DF9584
 DF9584;                    North         East     Units Scale Factor Converg.
 DF9584;SPC WI S     -   114,653.736   733,883.160   MT  0.99995453   +1 07 43.2
 DF9584;SPC WI S     -   376,159.80  2,407,748.33   sFT  0.99995453   +1 07 43.2
 DF9584;UTM  16      - 4,763,952.413   389,398.697   MT  0.99975048   -0 55 34.2
 DF9584
 DF9584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9584!SPC WI S     -   0.99995704  x   0.99995453  =   0.99991157
 DF9584!UTM  16      -   0.99995704  x   0.99975048  =   0.99970753
 DF9584
 DF9584                          SUPERSEDED SURVEY CONTROL
 DF9584
 DF9584  NAVD 88 (04/02/04)  308.42   (m)         1011.9    (f) LEVELING    3  
 DF9584
 DF9584.Superseded values are not recommended for survey control.
 DF9584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9584.See file dsdata.txt to determine how the superseded data were derived.
 DF9584
 DF9584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8939963952(NAD 83)
 DF9584_MARKER: DD = SURVEY DISK
 DF9584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9584_STAMPING: DELAFIELD S GPS 2002
 DF9584_MARK LOGO: WIDT  
 DF9584_PROJECTION: FLUSH
 DF9584_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9584+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2004
 DF9584
 DF9584  HISTORY     - Date     Condition        Report By
 DF9584  HISTORY     - 2001     MONUMENTED       WIDT
 DF9584  HISTORY     - 20041113 GOOD             USPSQD
 DF9584
 DF9584                          STATION DESCRIPTION
 DF9584
 DF9584'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9584'THE STATION IS LOCATED ABOUT 10 KM WEST OF WAUKESHA, 6 KM SOUTHEAST
 DF9584'OF DELAFIELD, 2 KM NORTHEAST OF WALES.  OWNERSHIP--WISCONSIN
 DF9584'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 DF9584'OF US HIGHWAY 18 WITH STATE HIGHWAY 83 ABOUT 12 KM WEST OF THE CITY
 DF9584'OF WAUKESHA, GO EAST ON US HIGHWAY 18 FOR 1.8 KM TO COUNTY HIGHWAY E
 DF9584'(MAPLE AVENUE), CONTINUE EAST ON US HIGHWAY 18 FOR 0.6 KM TO THE
 DF9584'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DF9584'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP
 DF9584'OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DF9584'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 14.4 M SOUTH OF THE
 DF9584'CENTERLINE OF US HIGHWAY 18, 55.8 M SOUTHWEST OF POWER POLE
 DF9584'--77-09225  40-5--, 52 M WEST OF THE CENTERLINE OF A FIELD ENTRANCE,
 DF9584'40.0 M SOUTHEAST OF POWER POLE --77-09224  40-5--, AND 2 M NORTH OF A
 DF9584'CULTIVATED FIELD.  ---NOTE---THE STATION IS SOUTHWEST, NORTHWEST AND
 DF9584'NORTH OF THREE ORANGE 4X4 PLASTIC WITNESS POSTS.  ---NOTE2---THIS
 DF9584'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DF9584'ABOVE THE HORIZON.
 DF9584
 DF9584                          STATION RECOVERY (2004)
 DF9584
 DF9584'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHB)
 DF9584'FOUND AS DESCRIBED EXCEPT THE COUNTY HWY E SIGNS ARE MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0796 ***********************************************************************
 OM0796  DESIGNATION -  DELAFIELD USLS 1873
 OM0796  PID         -  OM0796
 OM0796  STATE/COUNTY-  WI/WAUKESHA
 OM0796  USGS QUAD   -  OCONOMOWOC EAST (1976)
 OM0796
 OM0796                         *CURRENT SURVEY CONTROL
 OM0796  ___________________________________________________________________
 OM0796* NAD 83(1991)-  43 01 56.94428(N)    088 23 33.74943(W)     ADJUSTED  
 OM0796* NAVD 88     -       372.     (meters)    1220.     (feet)  SCALED    
 OM0796  ___________________________________________________________________
 OM0796  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 OM0796  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 OM0796
 OM0796  HORZ ORDER  -  FIRST
 OM0796
 OM0796.The horizontal coordinates were established by classical geodetic methods
 OM0796.and adjusted by the National Geodetic Survey in November 1991..
 OM0796
 OM0796.The orthometric height was scaled from a topographic map.
 OM0796
 OM0796.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0796
 OM0796.The geoid height was determined by GEOID03.
 OM0796
 OM0796;                    North         East     Units Scale Factor Converg.
 OM0796;SPC WI S     -   115,961.492   730,976.818   MT  0.99995314   +1 06 15.8
 OM0796;SPC WI S     -   380,450.33  2,398,213.11   sFT  0.99995314   +1 06 15.8
 OM0796;UTM  16      - 4,765,363.257   386,541.685   MT  0.99975836   -0 57 01.8
 OM0796
 OM0796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0796!SPC WI S     -   0.99994708  x   0.99995314  =   0.99990022
 OM0796!UTM  16      -   0.99994708  x   0.99975836  =   0.99970545
 OM0796
 OM0796:                Primary Azimuth Mark                     Grid Az
 OM0796:SPC WI S     -  WATERFORD USLS 1873                      152 23 49.8
 OM0796:UTM  16      -  WATERFORD USLS 1873                      154 27 07.4
 OM0796
 OM0796|---------------------------------------------------------------------|
 OM0796| PID    Reference Object                     Distance      Geod. Az  |
 OM0796|                                                           dddmmss.s |
 OM0796| NH0968 WATERFORD USLS 1873                 APPROX.29.7 KM 1533005.6 |
 OM0796| NH1240 ELKHORN WALWORTH CO CTHSE CUP       APPROX.41.9 KM 1972010.7 |
 OM0796| NH1211 WHITEWATER CONG CHURCH SPIRE        APPROX.35.7 KM 2315956.6 |
 OM0796| NH1212 WHITEWATER STATE COLL CUPOLA        APPROX.36.0 KM 2325051.3 |
 OM0796| OM0890 JEFFERSON ST LAWRENCE CATH CH       APPROX.31.6 KM 2643506.8 |
 OM0796| OM0891 JEFFERSON ST JOHNS CATH CHURCH      APPROX.33.6 KM 2651555.1 |
 OM0796| OM0876 WATERTOWN ST BERNARDS CATH CH       APPROX.32.8 KM 3032802.5 |
 OM0796| OM0909 TRINITY LUTHERAN CHURCH CUPOLA      APPROX.48.3 KM 3043051.5 |
 OM0796|---------------------------------------------------------------------|
 OM0796
 OM0796                          SUPERSEDED SURVEY CONTROL
 OM0796
 OM0796  NAD 83(1986)-  43 01 56.93650(N)    088 23 33.75954(W) AD(       ) 1
 OM0796  NAD 27      -  43 01 56.89900(N)    088 23 33.42200(W) AD(       ) 1
 OM0796
 OM0796.Superseded values are not recommended for survey control.
 OM0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0796.See file dsdata.txt to determine how the superseded data were derived.
 OM0796
 OM0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8654265363(NAD 83)
 OM0796
 OM0796  HISTORY     - Date     Condition        Report By
 OM0796  HISTORY     - 1873     MONUMENTED       CGS
 OM0796  HISTORY     - 1957     SEE DESCRIPTION  CGS
 OM0796
 OM0796                          STATION DESCRIPTION
 OM0796
 OM0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1873
 OM0796'THIS STATION IS SITUATED IN SECTION 29, DELAFIELD TOWNSHIP,
 OM0796'WAUKESHA COUNTY, WISCONSIN, ON GOVERNMENT HILL.  THE HEIGHT
 OM0796'OF STATION USED WAS 4 FEET.  THE GEODETIC POINT IS MARKED
 OM0796'BY A STONE OF THE ORDINARY FORM, SET SO THAT ITS UPPER END
 OM0796'IS 3 FEET BELOW THE SURFACE OF THE GROUND.  DIRECTLY ABOVE
 OM0796'THE LATTER IS SET ANOTHER STONE RISING ABOUT EVEN WITH THE
 OM0796'GROUND SURFACE.  NEARLY DUE SOUTH, 10.75 METERS FROM THE
 OM0796'GEODETIC POINT, IS SET A REFERENCE STONE.  ANOTHER REFERENCE
 OM0796'STONE 6.62 METERS DISTANT FROM THE GEODETIC POINT BEARS
 OM0796'(APPROXIMATELY) SOUTH 35 DEG EAST.  HEIGHT OF HILL, 659.7
 OM0796'FEET.
 OM0796
 OM0796                          STATION RECOVERY (1957)
 OM0796
 OM0796'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 OM0796'THE STATION WAS RECOVERED FROM AN INVERSE COMPUTATION AFTER
 OM0796'TRIANGULATION STATION LAPHAM PEAK WAS ESTABLISHED.  THE MONUMENT
 OM0796'WHICH IS A SLAB OF STONE SHAPED LIKE A WEDGE, IS ABOUT 2 FEET
 OM0796'LONG AND HAS A 5X7 INCH TOP WITH U.S. ENGRAVED THEREON AND
 OM0796'A DRILL HOLE IN THE CENTER.  THE MONUMENT WAS FOUND IN A
 OM0796'HORIZONTAL POSITION ABOUT 3 FEET UNDERGROUND.
 OM0796'
 OM0796'IN DIGGING FOR THE MARK PARTS OF METAL, TIN CANS AND ASHES
 OM0796'WERE FOUND ABOVE THE MONUMENT, INDICATING THAT THE AREA HAD
 OM0796'BEEN FILLED IN.  PROBABLY WHEN THE TOURIST OBSERVATION PLATFORM
 OM0796'LOCATED NEARBY WAS ERECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4856 ***********************************************************************
 DG4856  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4856  DESIGNATION -  DELAFIELD W GPS
 DG4856  PID         -  DG4856
 DG4856  STATE/COUNTY-  WI/WAUKESHA
 DG4856  USGS QUAD   -  OCONOMOWOC EAST (1976)
 DG4856
 DG4856                         *CURRENT SURVEY CONTROL
 DG4856  ___________________________________________________________________
 DG4856* NAD 83(1997)-  43 03 12.50618(N)    088 24 03.04025(W)     ADJUSTED  
 DG4856* NAVD 88     -       292.10   (meters)     958.3    (feet)  GPS OBS   
 DG4856  ___________________________________________________________________
 DG4856  X           -     130,271.890 (meters)                     COMP
 DG4856  Y           -  -4,666,269.958 (meters)                     COMP
 DG4856  Z           -   4,332,020.415 (meters)                     COMP
 DG4856  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 DG4856  ELLIP HEIGHT-         257.62  (meters)          (04/02/04) GPS OBS
 DG4856  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 DG4856
 DG4856  HORZ ORDER  -  FIRST
 DG4856  ELLP ORDER  -  FOURTH    CLASS I
 DG4856
 DG4856.The horizontal coordinates were established by GPS observations
 DG4856.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4856
 DG4856.The orthometric height was determined by GPS observations and a
 DG4856.high-resolution geoid model using precise GPS observation and
 DG4856.processing techniques.
 DG4856
 DG4856.Photographs are available for this station.
 DG4856
 DG4856.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4856
 DG4856.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4856
 DG4856.The ellipsoidal height was determined by GPS observations
 DG4856.and is referenced to NAD 83.
 DG4856
 DG4856.The geoid height was determined by GEOID03.
 DG4856
 DG4856;                    North         East     Units Scale Factor Converg.
 DG4856;SPC WI S     -   118,279.993   730,269.164   MT  0.99995087   +1 05 55.6
 DG4856;SPC WI S     -   388,056.94  2,395,891.42   sFT  0.99995087   +1 05 55.6
 DG4856;UTM  16      - 4,767,705.191   385,917.746   MT  0.99976011   -0 57 23.2
 DG4856
 DG4856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4856!SPC WI S     -   0.99995960  x   0.99995087  =   0.99991047
 DG4856!UTM  16      -   0.99995960  x   0.99976011  =   0.99971972
 DG4856
 DG4856                          SUPERSEDED SURVEY CONTROL
 DG4856
 DG4856.No superseded survey control is available for this station.
 DG4856
 DG4856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8591867705(NAD 83)
 DG4856_MARKER: DD = SURVEY DISK
 DG4856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4856_STAMPING: DELAFIELD W GPS 2002
 DG4856_MARK LOGO: WIDT  
 DG4856_PROJECTION: FLUSH
 DG4856_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4856+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2004
 DG4856
 DG4856  HISTORY     - Date     Condition        Report By
 DG4856  HISTORY     - 2001     MONUMENTED       WIDT
 DG4856  HISTORY     - 20041113 GOOD             USPSQD
 DG4856
 DG4856                          STATION DESCRIPTION
 DG4856
 DG4856'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4856'THE STATION IS LOCATED ABOUT 36 KM NORTHEAST OF WHITEWATER, 14 KM
 DG4856'WEST-NORTHWEST OF WAUKESHA AND 10 KM SOUTHEAST OF OCONOMOWOC.
 DG4856'OWNERSHIP--TOWN OF DELAFIELD.  TO REACH THE STATION FROM THE JUNCTION
 DG4856'OF INTERSTATE 94 WITH COUNTY HIGHWAY C (EXIT 285) ABOUT 14 KM
 DG4856'WEST-NORTHWEST OF THE CITY OF WAUKESHA, GO SOUTH ON COUNTY HIGHWAY C
 DG4856'FOR 0.2 KM TO INDIAN SPRINGS DRIVE ON THE LEFT, TURN LEFT AND GO EAST
 DG4856'ON INDIAN SPRINGS DRIVE FOR 0.3 KM TO THE STATION ON THE LEFT.   THE
 DG4856'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DG4856'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DG4856'CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 0.5 M BELOW THE ROAD
 DG4856'PAVEMENT.  THE STATION IS 9.6 M NORTH OF THE CENTERLINE OF INDIAN
 DG4856'SPRINGS DRIVE, 0.2 KM WEST OF THE WEST ENTRANCE TO THE --WESTWOOD
 DG4856'PROFESSIONAL-- BUILDING, 21.0 M WEST-SOUTHWEST OF A FIBER OPTIC
 DG4856'WARNING POST --WK129WT--, 17.9 M SOUTH OF THE EDGE OF THE PAVEMENT FOR
 DG4856'THE EASTBOUND LANES OF INTERSTATE 94, AND 1.0 M SOUTH OF A FENCE.
 DG4856'---NOTE---THE STATION IS NORTHWEST, NORTHEAST AND SOUTH OF THREE
 DG4856'ORANGE 4X4 PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO
 DG4856'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DG4856'HORIZON.
 DG4856' 
 DG4856'
 DG4856
 DG4856                          STATION RECOVERY (2004)
 DG4856
 DG4856'RECOVERY NOTE BY US POWER SQUADRON 2004 (JBS)
 DG4856'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1666 ***********************************************************************
 NH1666  HT_MOD      -  This is a Height Modernization Survey Station.
 NH1666  PACS        -  This is a Primary Airport Control Station.
 NH1666  DESIGNATION -  DELAPORT
 NH1666  PID         -  NH1666
 NH1666  STATE/COUNTY-  WI/WALWORTH
 NH1666  USGS QUAD   -  ELKHORN (1994)
 NH1666
 NH1666                         *CURRENT SURVEY CONTROL
 NH1666  ___________________________________________________________________
 NH1666* NAD 83(1997)-  42 37 48.16192(N)    088 36 04.06055(W)     ADJUSTED  
 NH1666* NAVD 88     -       294.59   (meters)     966.5    (feet)  GPS OBS   
 NH1666  ___________________________________________________________________
 NH1666  X           -     114,740.611 (meters)                     COMP
 NH1666  Y           -  -4,698,675.860 (meters)                     COMP
 NH1666  Z           -   4,297,530.859 (meters)                     COMP
 NH1666  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 NH1666  ELLIP HEIGHT-         260.67  (meters)          (04/28/99) GPS OBS
 NH1666  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 NH1666
 NH1666  HORZ ORDER  -  A
 NH1666  ELLP ORDER  -  THIRD     CLASS I
 NH1666
 NH1666.This mark is at Lake Lawn Airport (C59)
 NH1666
 NH1666.The horizontal coordinates were established by GPS observations
 NH1666.and adjusted by the National Geodetic Survey in April 1999..
 NH1666
 NH1666.The orthometric height was determined by GPS observations and a
 NH1666.high-resolution geoid model.
 NH1666
 NH1666.GPS derived orthometric heights for airport stations designated as
 NH1666.PACS or SACS are published to 2 decimal places.  This maintains
 NH1666.centimeter relative accuracy between the PACS and SACS.  It does
 NH1666.not indicate centimeter accuracy relative to other marks which are
 NH1666.part of the NAVD 88 network.
 NH1666
 NH1666.Photographs are available for this station.
 NH1666
 NH1666.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1666
 NH1666.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1666
 NH1666.The ellipsoidal height was determined by GPS observations
 NH1666.and is referenced to NAD 83.
 NH1666
 NH1666.The geoid height was determined by GEOID03.
 NH1666
 NH1666;                    North         East     Units Scale Factor Converg.
 NH1666;SPC WI S     -    70,955.579   714,744.520   MT  1.00002243   +0 57 40.2
 NH1666;SPC WI S     -   232,793.43  2,344,957.65   sFT  1.00002243   +0 57 40.2
 NH1666;UTM  16      - 4,720,975.794   368,713.025   MT  0.99981206   -1 05 04.3
 NH1666
 NH1666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1666!SPC WI S     -   0.99995912  x   1.00002243  =   0.99998155
 NH1666!UTM  16      -   0.99995912  x   0.99981206  =   0.99977119
 NH1666
 NH1666:                Primary Azimuth Mark                     Grid Az
 NH1666:SPC WI S     -  DELAPORT AZ MK                           003 27 29.5
 NH1666:UTM  16      -  DELAPORT AZ MK                           005 30 14.0
 NH1666
 NH1666|---------------------------------------------------------------------|
 NH1666| PID    Reference Object                     Distance      Geod. Az  |
 NH1666|                                                           dddmmss.s |
 NH1666| NH1667 DELAPORT AZ MK                      APPROX. 0.6 KM 0042509.7 |
 NH1666|---------------------------------------------------------------------|
 NH1666
 NH1666                          SUPERSEDED SURVEY CONTROL
 NH1666
 NH1666  NAD 83(1991)-  42 37 48.16164(N)    088 36 04.05743(W) AD(       ) 1
 NH1666  ELLIP H (08/19/91)  260.74   (m)                       GP(       ) 4 1
 NH1666  NGVD 29 (08/19/91)  294.6    (m)          967.     (f) GPS OBS        
 NH1666
 NH1666.Superseded values are not recommended for survey control.
 NH1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1666.See file dsdata.txt to determine how the superseded data were derived.
 NH1666
 NH1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6871320976(NAD 83)
 NH1666_MARKER: DH = HORIZONTAL CONTROL DISK
 NH1666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1666_SP_SET: CONCRETE POST
 NH1666_STAMPING: DELAPORT 1989
 NH1666_MARK LOGO: NGS   
 NH1666_PROJECTION: FLUSH
 NH1666_MAGNETIC: N = NO MAGNETIC MATERIAL
 NH1666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1666+STABILITY: SURFACE MOTION
 NH1666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1666+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2005
 NH1666
 NH1666  HISTORY     - Date     Condition        Report By
 NH1666  HISTORY     - 1989     MONUMENTED       WIHD
 NH1666  HISTORY     - 19900911 GOOD
 NH1666  HISTORY     - 19971217 GOOD             NGS
 NH1666  HISTORY     - 20010329 GOOD             WIDT
 NH1666  HISTORY     - 20010920 GOOD             JCLS
 NH1666  HISTORY     - 20050422 GOOD             JCLS
 NH1666
 NH1666                          STATION DESCRIPTION
 NH1666
 NH1666'DESCRIBED BY WI HIGHWAY DEPT 1989
 NH1666'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) EAST OF DELAVAN, AT THE
 NH1666'LAKE LAWN AIRPORT AND ON THE NORTH SIDE OF THE APRON IN THE GRASSY
 NH1666'MEDIAN BETWEEN THE TAXIWAY AND RUNWAY.  OWNERSHIP--ANVENT
 NH1666'CORPORATION, LAKE LAWN AIRPORT, HIGHWAY 50 EAST, DELAVAN, WI 53111,
 NH1666'PHONE 414-728-5511, AIRPORT MANAGER IS MIKE BARTHELME, PHONE
 NH1666'414-728-5511.
 NH1666'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 AND 50 IN
 NH1666'DELAVAN, GO EAST ON STATE HIGHWAY 50 FOR 3.7 KM (2.3 MI) TO THE
 NH1666'AIRPORT ENTRANCE ROAD ON THE LEFT AT A LARGE SIGN (LAKE LAWN LODGE),
 NH1666'TURN LEFT, NORTH, ON THE ENTRANCE ROAD FOR 0.16 KM (0.10 MI) TO THE
 NH1666'PARKING AREA AND GATE ON THE LEFT, TURN LEFT, WEST, PASSING THRU THE
 NH1666'PARKING AREA AND GATE TO THE APRON, TURN RIGHT, NORTH, TO THE NORTH
 NH1666'END OF THE APRON AND THE STATION IN THE GRASSY MEDIAN.
 NH1666'THE STATION IS LOCATED 25.9 M (85.0 FT) NORTH OF THE NORTH EDGE OF
 NH1666'TAXIWAY LEADING TO RUNWAY 36, 25.9 M (85.0 FT) EAST OF THE EAST EDGE
 NH1666'OF THE RUNWAY, 17.6 M (57.7 FT) WEST OF THE WEST EDGE OF THE TAXIWAY
 NH1666'LEADING NORTH TO RUNWAY 18 AND 0.6 M (2.0 FT) SOUTH OF A FIBERGLASS
 NH1666'WITNESS POST.
 NH1666
 NH1666                          STATION RECOVERY (1990)
 NH1666
 NH1666'RECOVERED 1990
 NH1666'RECOVERED IN GOOD CONDITION.
 NH1666
 NH1666                          STATION RECOVERY (1997)
 NH1666
 NH1666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 NH1666'NOTE--THIS IS THE PRIMARY AIRPORT CONTROL (PAC) STATION FOR THE
 NH1666'DELAVAN/LAKE LAWN (C59) AIRPORT.  THE STATION IS LOCATED ABOUT 3 KM
 NH1666'(1.85 MI) EAST OF DELAVAN, 1 KM (0.60 MI) SOUTHEAST OF INTERSTATE
 NH1666'HIGHWAY 43, ON THE SOUTH PART OF THE LAKE LAWN AIRPORT, NEAR THE SOUTH
 NH1666'END OF THE GRASS MEDIAN BETWEEN THE RUNWAY AND PARALLEL TAXIWAY AND
 NH1666'ABOUT 100 M (328.1 FT) NORTH-NORTHWEST OF AND ACROSS THE APRON FROM
 NH1666'THE AIRPORT OFFICE.  OWNERSHIP--LEASED TO HOSTMARK, 1600 GOLF ROAD,
 NH1666'SUITE 800, ROLLING MEADOWS, IL 60008.  AIRPORT MANAGER IS MICHELE L.
 NH1666'OKRAGLY, 2400 EAST GENEVA STREET, HIGHWAY 50 EAST, DELAVAN, WI 53115.
 NH1666'PHONE 414-728-7950.  TO REACH FROM THE UNDERPASS AT THE JUNCTION OF
 NH1666'INTERSTATE HIGHWAY 43 AND STATE HIGHWAY 50 (EXIT 121) NEAR THE
 NH1666'SOUTHEAST SIDE OF DELAVAN, GO EAST ON HIGHWAY 50 FOR 1.45 KM (0.90 MI)
 NH1666'TO THE PAVED AIRPORT ENTRANCE ROAD ON THE LEFT AT A LARGE SIGN (LAKE
 NH1666'LAWN LODGE) .  TURN LEFT AND GO NORTH ON THE ROAD FOR 0.16 KM (0.10
 NH1666'MI) TO A PARKING AREA AND A GATE ON THE LEFT NEAR THE SOUTH SIDE OF
 NH1666'THE AIRPORT OFFICE.  TURN LEFT AND PROCEED WEST THROUGH THE PARKING
 NH1666'AREA, THEN PASSING THROUGH THE GATE FOR 0.08 KM (0.05 MI) TO THE
 NH1666'APRON.  TURN RIGHT AND GO NORTH ACROSS THE APRON FOR 0.08 KM (0.05 MI)
 NH1666'TO THE STATION.  THE STATION IS SET IN THE TOP OF A 40 CM CONCRETE
 NH1666'POST FLUSH WITH THE GROUND.  IT IS 53.1 M (174.2 FT) SOUTH-SOUTHWEST
 NH1666'OF THE CENTER OF THE TETRAHEDRON, 37.8 M (124.0 FT) EAST OF THE RUNWAY
 NH1666'CENTER, 25.7 M (84.3 FT) EAST OF THE EAST EDGE OF THE RUNWAY, 25.5 M
 NH1666'(83.7 FT) NORTH OF THE NORTH EDGE OF A CONNECTOR TAXIWAY LEADING FROM
 NH1666'THE APRON TO THE RUNWAY, 22.0 M (72.2 FT) WEST OF THE PARALLEL TAXIWAY
 NH1666'CENTER, 17.6 M (57.7 FT) WEST OF THE WEST EDGE OF THE TAXIWAY, AND 0.2
 NH1666'M (0.7 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST.
 NH1666
 NH1666                          STATION RECOVERY (2001)
 NH1666
 NH1666'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 NH1666'RECOVERED AS DESCRIBED
 NH1666' 
 NH1666'
 NH1666
 NH1666                          STATION RECOVERY (2001)
 NH1666
 NH1666'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 NH1666'RECOVERED IN GOOD CONDITION.
 NH1666
 NH1666                          STATION RECOVERY (2005)
 NH1666
 NH1666'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 NH1666'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1667 ***********************************************************************
 NH1667  DESIGNATION -  DELAPORT AZ MK
 NH1667  PID         -  NH1667
 NH1667  STATE/COUNTY-  WI/WALWORTH
 NH1667  USGS QUAD   -  ELKHORN (1994)
 NH1667
 NH1667                         *CURRENT SURVEY CONTROL
 NH1667  ___________________________________________________________________
 NH1667* NAD 83(1997)-  42 38 08.46746(N)    088 36 01.93512(W)     ADJUSTED  
 NH1667* NAVD 88     -       296.4    (meters)     972.     (feet)  VERTCON   
 NH1667  ___________________________________________________________________
 NH1667  X           -     114,778.696 (meters)                     COMP
 NH1667  Y           -  -4,698,251.757 (meters)                     COMP
 NH1667  Z           -   4,297,993.091 (meters)                     COMP
 NH1667  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 NH1667  ELLIP HEIGHT-         262.50  (meters)          (09/30/02) GPS OBS
 NH1667  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 NH1667
 NH1667  HORZ ORDER  -  FIRST
 NH1667  ELLP ORDER  -  FOURTH    CLASS I
 NH1667
 NH1667.This mark is at Lake Lawn Airport (C59)
 NH1667
 NH1667.The horizontal coordinates were established by GPS observations
 NH1667.and adjusted by the National Geodetic Survey in September 2002..
 NH1667
 NH1667.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1667
 NH1667.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1667
 NH1667.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1667
 NH1667.The ellipsoidal height was determined by GPS observations
 NH1667.and is referenced to NAD 83.
 NH1667
 NH1667.The geoid height was determined by GEOID03.
 NH1667
 NH1667;                    North         East     Units Scale Factor Converg.
 NH1667;SPC WI S     -    71,582.888   714,782.428   MT  1.00002112   +0 57 41.7
 NH1667;SPC WI S     -   234,851.53  2,345,082.02   sFT  1.00002112   +0 57 41.7
 NH1667;UTM  16      - 4,721,601.218   368,773.290   MT  0.99981187   -1 05 03.3
 NH1667
 NH1667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1667!SPC WI S     -   0.99995883  x   1.00002112  =   0.99997995
 NH1667!UTM  16      -   0.99995883  x   0.99981187  =   0.99977071
 NH1667
 NH1667:                Primary Azimuth Mark                     Grid Az
 NH1667:SPC WI S     -  DELAPORT                                 183 27 29.5
 NH1667:UTM  16      -  DELAPORT                                 185 30 14.5
 NH1667
 NH1667|---------------------------------------------------------------------|
 NH1667| PID    Reference Object                     Distance      Geod. Az  |
 NH1667|                                                           dddmmss.s |
 NH1667| NH1666 DELAPORT                            APPROX. 0.6 KM 1842511.2 |
 NH1667|---------------------------------------------------------------------|
 NH1667
 NH1667                          SUPERSEDED SURVEY CONTROL
 NH1667
 NH1667  NAD 83(1991)-  42 38 08.46693(N)    088 36 01.93280(W) AD(       ) 1
 NH1667  ELLIP H (08/19/91)  262.59   (m)                       GP(       ) 4 1
 NH1667  NGVD 29 (08/19/91)  296.5    (m)          973.     (f) GPS OBS        
 NH1667
 NH1667.Superseded values are not recommended for survey control.
 NH1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1667.See file dsdata.txt to determine how the superseded data were derived.
 NH1667
 NH1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6877321601(NAD 83)
 NH1667_MARKER: DZ = AZIMUTH MARK DISK
 NH1667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1667_SP_SET: CONCRETE POST
 NH1667_STAMPING: DELAPORT 1989
 NH1667_MARK LOGO: NGS   
 NH1667_MAGNETIC: N = NO MAGNETIC MATERIAL
 NH1667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1667+STABILITY: SURFACE MOTION
 NH1667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1667+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2006
 NH1667
 NH1667  HISTORY     - Date     Condition        Report By
 NH1667  HISTORY     - 1989     MONUMENTED       WIDT
 NH1667  HISTORY     - 19900911 GOOD
 NH1667  HISTORY     - 20060730 GOOD             USPSQD
 NH1667
 NH1667                          STATION DESCRIPTION
 NH1667
 NH1667'DESCRIBED BY WI DEPT OF TRANSP 1989
 NH1667'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) EAST OF DELAVAN, AT THE
 NH1667'LAKE LAWN AIRPORT AND NEAR THE NORTH END OF THE TAXIWAY LEADING TO
 NH1667'RUNWAY 18.  OWNERSHIP--ANVENT CORPORATION, LAKE LAWN AIRPORT, HIGHWAY
 NH1667'50 EAST, DELAVAN, WI 53111, PHONE 414-728-5511, AIRPORT MANAGER IS
 NH1667'MIKE BARTHELME, PHONE 414-728-5511.
 NH1667'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 AND 50 IN
 NH1667'DELAVAN, GO EAST ON STATE HIGHWAY 50 FOR 3.7 KM (2.3 MI) TO THE
 NH1667'AIRPORT ENTRANCE ROAD ON THE LEFT AT A LARGE SIGN (LAKE LAWN LODGE),
 NH1667'TURN LEFT, NORTH, ON THE ENTRANCE ROAD FOR 0.16 KM (0.10 MI) TO THE
 NH1667'PARKING AREA AND GATE ON THE LEFT, TURN LEFT, WEST, PASSING THRU THE
 NH1667'PARKING AREA AND GATE TO THE APRON, TURN RIGHT, NORTH, TO THE NORTH
 NH1667'END OF THE APRON AND THE JUNCTION OF THE TAXIWAYS, CONTINUE AHEAD,
 NH1667'NORTH ON THE TAXIWAY FOR 0.64 KM (0.40 MI) TO THE STATION ON THE LEFT
 NH1667'IN THE GRASSY MEDIAN NEAR THE NORTH END OF THE TAXIWAY.
 NH1667'THE STATION IS LOCATED 21.33 M (69.98 FT) EAST OF THE EAST EDGE OF THE
 NH1667'RUNWAY, 21.33 M (69.98 FT) NORTH OF THE NORTH EDGE OF THE TAXIWAY,
 NH1667'14.63 M (48.00 FT) WEST OF THE WEST EDGE OF THE TAXIWAY AND 0.6 M
 NH1667'(2.0 FT) WEST OF A FIBERGLASS WITNESS POST.
 NH1667
 NH1667                          STATION RECOVERY (1990)
 NH1667
 NH1667'RECOVERED 1990
 NH1667'RECOVERED IN GOOD CONDITION.
 NH1667
 NH1667                          STATION RECOVERY (2006)
 NH1667
 NH1667'RECOVERY NOTE BY US POWER SQUADRON 2006
 NH1667'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.  ADD-- THE STATION
 NH1667'IS 63.5 M SOUTH OF THE CENTERLINE OF THE NORTHEND OF THE TAXIWAY WHERE
 NH1667'IT TURNS TOWARDS THE RUNWAY.  NOTE-- THE AIRPORT IS OFFICIALLY CLOSED
 NH1667'WITH NO LIGHTS AND NO FUEL BUT PLANES CAN LAND AT THEIR OWN RISK.
 NH1667'CONTACT STEVE CARLSON, LAKE LAWN RESORT'S DIRECTOR OF ENGINEERING,
 NH1667'262-728-7950, FOR ACCESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1266 ***********************************************************************
 NH1266  DESIGNATION -  DELAVAN
 NH1266  PID         -  NH1266
 NH1266  STATE/COUNTY-  WI/WALWORTH
 NH1266  USGS QUAD   -  DELAVAN (1986)
 NH1266
 NH1266                         *CURRENT SURVEY CONTROL
 NH1266  ___________________________________________________________________
 NH1266* NAD 83(1991)-  42 38 07.17912(N)    088 37 32.35933(W)     ADJUSTED  
 NH1266* NAVD 88     -       288.     (meters)     945.     (feet)  SCALED    
 NH1266  ___________________________________________________________________
 NH1266  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 NH1266  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 NH1266
 NH1266  HORZ ORDER  -  SECOND
 NH1266
 NH1266.The horizontal coordinates were established by classical geodetic methods
 NH1266.and adjusted by the National Geodetic Survey in November 1991..
 NH1266
 NH1266.The orthometric height was scaled from a topographic map.
 NH1266
 NH1266.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1266
 NH1266.The geoid height was determined by GEOID03.
 NH1266
 NH1266;                    North         East     Units Scale Factor Converg.
 NH1266;SPC WI S     -    71,508.873   712,723.133   MT  1.00002120   +0 56 39.5
 NH1266;SPC WI S     -   234,608.69  2,338,325.81   sFT  1.00002120   +0 56 39.5
 NH1266;UTM  16      - 4,721,600.761   366,713.090   MT  0.99981857   -1 06 04.6
 NH1266
 NH1266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1266!SPC WI S     -   0.99996016  x   1.00002120  =   0.99998136
 NH1266!UTM  16      -   0.99996016  x   0.99981857  =   0.99977873
 NH1266
 NH1266:                Primary Azimuth Mark                     Grid Az
 NH1266:SPC WI S     -  DUNN 1920                                240 28 55.3
 NH1266:UTM  16      -  DUNN 1920                                242 31 39.4
 NH1266
 NH1266|---------------------------------------------------------------------|
 NH1266| PID    Reference Object                     Distance      Geod. Az  |
 NH1266|                                                           dddmmss.s |
 NH1266| NH1257 DUNN 1920                           APPROX. 6.8 KM 2412534.8 |
 NH1266| CI8530 DELAVAN RM                           12.330 METERS 34004     |
 NH1266|---------------------------------------------------------------------|
 NH1266
 NH1266                          SUPERSEDED SURVEY CONTROL
 NH1266
 NH1266  NAD 83(1986)-  42 38 07.17647(N)    088 37 32.36579(W) AD(       ) 2
 NH1266  NAD 27      -  42 38 07.12200(N)    088 37 31.99500(W) AD(       ) 2
 NH1266
 NH1266.Superseded values are not recommended for survey control.
 NH1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1266.See file dsdata.txt to determine how the superseded data were derived.
 NH1266
 NH1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6671321601(NAD 83)
 NH1266_MARKER: DS = TRIANGULATION STATION DISK
 NH1266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1266
 NH1266  HISTORY     - Date     Condition        Report By
 NH1266  HISTORY     - 1920     MONUMENTED       CGS
 NH1266  HISTORY     - 1930     MARK NOT FOUND   CGS
 NH1266  HISTORY     - 1935     SEE DESCRIPTION  CGS
 NH1266  HISTORY     - 1972     GOOD             WIDT
 NH1266
 NH1266                          STATION DESCRIPTION
 NH1266
 NH1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH1266'STATION IS LOCATED ABOUT 3/4 MILE E OF THE RAILROAD STATION
 NH1266'AT DELAVAN, ON THE S SIDE OF THE CHICAGO, MILWAUKEE, ST. PAUL
 NH1266'AND PACIFIC RAILROAD TRACK, 100 YARDS E OF THE FIRST ROAD
 NH1266'CROSSING E OF THE CITY LIMITS OF DELAVAN AND 2.34 METERS (7.68
 NH1266'FEET) S OF THE S AND NEAREST RAIL.  SURFACE, UNDERGROUND,
 NH1266'AND REFERENCE MARKS ARE STANDARD BRONZE TABLETS SET IN CONCRETE
 NH1266'AS DESCRIBED.  REFERENCE MARK IS ON
 NH1266'THE OPPOSITE SIDE OF THE TRACK, NEAR THE FENCE LINE, 12.33
 NH1266'METERS (40.45 FEET) FROM THE STATION, N 19 DEG 57 MIN W.
 NH1266'MIN.
 NH1266
 NH1266                          STATION RECOVERY (1930)
 NH1266
 NH1266'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 NH1266'STATION NOT FOUND.  THIS IS A TRAVERSE STATION.
 NH1266
 NH1266                          STATION RECOVERY (1935)
 NH1266
 NH1266'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1266'STATION FOUND AS DESCRIBED.  STATION MARK WAS FOUND OUT OF
 NH1266'THE GROUND, ON ITS SIDE IN A DITCH.  IT WAS A SMALL MASS OF
 NH1266'CONCRETE ABOUT 2 FEET IN HEIGHT AND WEIGHING ABOUT 150 POUNDS.
 NH1266'UNDERGROUND MARK WAS FOUND ABOUT 20 INCHES BELOW THE SURFACE.
 NH1266'THE CENTER OF THIS MARK WAS HELD AND THE UNDERGROUND MARK
 NH1266'LOWERED AN ADDITIONAL 18 INCHES DEEPER IN THE GROUND.  A
 NH1266'SUBSTANTIAL SURFACE MARK WAS THEN SET OVER THE UNDERGROUND
 NH1266'MARK.  IT WAS MARKED AND STAMPED
 NH1266'DELAVAN 1920, 1935.
 NH1266'
 NH1266'REFERENCE MARK WAS RECOVERED APPARENTLY AS ESTABLISHED.
 NH1266'
 NH1266'THIS IS A TRAVERSE STATION.
 NH1266
 NH1266                          STATION RECOVERY (1972)
 NH1266
 NH1266'RECOVERY NOTE BY WI DEPT OF TRANSP 1972 (DDT)
 NH1266'DELAVAN 1920-GOOD
 NH1266'
 NH1266'I SET A STEEL WITNESS POST WITH A SIGN FROM THE NATIONAL
 NH1266'GEODETIC SURVEY DEPT. 4 FT SOUTH OF THE MONUMENT.
 NH1266'
 NH1266'AZIMUTH MONUMENT WAS LOCATED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1264 ***********************************************************************
 NH1264  DESIGNATION -  DELAVAN BRADLEY KNIT MILLS TK
 NH1264  PID         -  NH1264
 NH1264  STATE/COUNTY-  WI/WALWORTH
 NH1264  USGS QUAD   -  DELAVAN (1986)
 NH1264
 NH1264                         *CURRENT SURVEY CONTROL
 NH1264  ___________________________________________________________________
 NH1264* NAD 83(1991)-  42 37 54.72630(N)    088 38 05.03413(W)     ADJUSTED  
 NH1264* NAVD 88     -                                                        
 NH1264  ___________________________________________________________________
 NH1264  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 NH1264  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 NH1264
 NH1264  HORZ ORDER  -  THIRD
 NH1264
 NH1264.The horizontal coordinates were established by classical geodetic methods
 NH1264.and adjusted by the National Geodetic Survey in November 1991..
 NH1264
 NH1264
 NH1264.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1264
 NH1264.The geoid height was determined by GEOID03.
 NH1264
 NH1264;                    North         East     Units Scale Factor Converg.
 NH1264;SPC WI S     -    71,112.430   711,985.054   MT  1.00002200   +0 56 17.1
 NH1264;SPC WI S     -   233,308.03  2,335,904.30   sFT  1.00002200   +0 56 17.1
 NH1264;UTM  16      - 4,721,230.989   365,961.483   MT  0.99982104   -1 06 26.4
 NH1264
 NH1264                          SUPERSEDED SURVEY CONTROL
 NH1264
 NH1264  NAD 83(1986)-  42 37 54.72297(N)    088 38 05.03981(W) AD(       ) 4
 NH1264  NAD 27      -  42 37 54.66800(N)    088 38 04.67100(W) AD(       ) 3
 NH1264
 NH1264.Superseded values are not recommended for survey control.
 NH1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1264.See file dsdata.txt to determine how the superseded data were derived.
 NH1264
 NH1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6596121231(NAD 83)
 NH1264_MARKER: 53 = ELEVATED TANK
 NH1264
 NH1264  HISTORY     - Date     Condition        Report By
 NH1264  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1264  HISTORY     - 20021215 MARK NOT FOUND   USPSQD
 NH1264
 NH1264                          STATION DESCRIPTION
 NH1264
 NH1264'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1264'THIS STATION IS THE TANK AT THE BRADLEY KNITTING MILLS IN
 NH1264'THE TOWN OF DELAVAN, WISCONSIN.  IT IS LOCATED IN THE EASTERN
 NH1264'PART OF THE TOWN, ABOUT 510 FEET EAST OF S. 8TH AVENUE, ABOUT
 NH1264'340 FEET NORTH OF ANN STREET, AND ABOUT 30 FEET NORTH OF THE
 NH1264'NORTH RAIL OF THE C.M. AND ST. P.R.R., ON THE SOUTH SIDE
 NH1264'OF THE FACTORY.  THE TANK WAS ERECTED IN 1911.  IT IS FAIRLY
 NH1264'PROMINENT.
 NH1264'
 NH1264'THE TANK HAS FOUR TRUSSWORK LEGS ABOUT 90 FEET HIGH.  THE
 NH1264'HOOPED WOODEN TANK, ABOUT 30 FEET HIGH, SETS ON AN OCTAGONAL
 NH1264'RAILED PLATFORM.  THE FLAT CONICAL ROOF HAS A BALL AT ITS
 NH1264'APEX.  THE ENTIRE TANK IS BLACK IN COLOR.  THE TOTAL HEIGHT
 NH1264'IS ABOUT 125 FEET.
 NH1264
 NH1264                          STATION RECOVERY (2002)
 NH1264
 NH1264'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 NH1264'NOT FOUND.  THE TRUSSWORK STRUCTURE IS PRESENT BUT THE HOOPED WOODEN
 NH1264'TANK IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4857 ***********************************************************************
 DG4857  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4857  DESIGNATION -  DELAVAN GPS
 DG4857  PID         -  DG4857
 DG4857  STATE/COUNTY-  WI/WALWORTH
 DG4857  USGS QUAD   -  DELAVAN (1986)
 DG4857
 DG4857                         *CURRENT SURVEY CONTROL
 DG4857  ___________________________________________________________________
 DG4857* NAD 83(1997)-  42 41 53.30917(N)    088 43 09.68813(W)     ADJUSTED  
 DG4857* NAVD 88     -       299.52   (meters)     982.7    (feet)  GPS OBS   
 DG4857  ___________________________________________________________________
 DG4857  X           -     104,930.155 (meters)                     COMP
 DG4857  Y           -  -4,693,780.862 (meters)                     COMP
 DG4857  Z           -   4,303,097.009 (meters)                     COMP
 DG4857  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 DG4857  ELLIP HEIGHT-         265.67  (meters)          (04/02/04) GPS OBS
 DG4857  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 DG4857
 DG4857  HORZ ORDER  -  FIRST
 DG4857  ELLP ORDER  -  FOURTH    CLASS I
 DG4857
 DG4857.The horizontal coordinates were established by GPS observations
 DG4857.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4857
 DG4857.The orthometric height was determined by GPS observations and a
 DG4857.high-resolution geoid model using precise GPS observation and
 DG4857.processing techniques.
 DG4857
 DG4857.Photographs are available for this station.
 DG4857
 DG4857.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4857
 DG4857.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4857
 DG4857.The ellipsoidal height was determined by GPS observations
 DG4857.and is referenced to NAD 83.
 DG4857
 DG4857.The geoid height was determined by GEOID03.
 DG4857
 DG4857;                    North         East     Units Scale Factor Converg.
 DG4857;SPC WI S     -    78,363.561   704,931.167   MT  1.00000728   +0 52 47.8
 DG4857;SPC WI S     -   257,097.78  2,312,761.67   sFT  1.00000728   +0 52 47.8
 DG4857;UTM  16      - 4,728,727.938   359,172.174   MT  0.99984400   -1 09 58.1
 DG4857
 DG4857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4857!SPC WI S     -   0.99995834  x   1.00000728  =   0.99996562
 DG4857!UTM  16      -   0.99995834  x   0.99984400  =   0.99980234
 DG4857
 DG4857                          SUPERSEDED SURVEY CONTROL
 DG4857
 DG4857.No superseded survey control is available for this station.
 DG4857
 DG4857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5917228728(NAD 83)
 DG4857_MARKER: DD = SURVEY DISK
 DG4857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4857_STAMPING: DELAVAN GPS 2002
 DG4857_MARK LOGO: WIDT  
 DG4857_PROJECTION: FLUSH
 DG4857_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4857+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4857
 DG4857  HISTORY     - Date     Condition        Report By
 DG4857  HISTORY     - 2001     MONUMENTED       WIDT
 DG4857
 DG4857                          STATION DESCRIPTION
 DG4857
 DG4857'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4857'THE STATION IS LOCATED ABOUT 24 KM EAST OF JANESVILLE, 16 KM WEST OF
 DG4857'ELKHORN AND 15 KM SOUTH OF WHITEWATER.  OWNERSHIP--TOWN OF DELAVAN.
 DG4857'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 14 WITH STATE
 DG4857'HIGHWAY 11 EAST AND STATE HIGHWAY 89 NORTH ABOUT 18 KM WEST OF
 DG4857'ELKHORN, GO NORTH ON STATE HIGHWAY 89 FOR 4.2 KM TO HARRIS ROAD ON THE
 DG4857'RIGHT, TURN RIGHT AND GO EAST ON HARRIS ROAD FOR 1.6 KM TO JOHNSON
 DG4857'ROAD, TURN LEFT AND GO NORTH ON JOHNSON ROAD FOR 1.0 KM TO THE STATION
 DG4857'ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DG4857'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DG4857'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND LEVEL WITH
 DG4857'THE THE ROAD PAVEMENT.  THE STATION IS 8.1 M WEST OF THE CENTERLINE OF
 DG4857'JOHNSON ROAD, 47.7 M NORTHWEST OF TELEPHONE POLE --E57-5244-- , 25.8 M
 DG4857'SOUTHWEST OF TELEPHONE POLE --72-5214 40-5-- , AND 1 M EAST OF A
 DG4857'CULTIVATED FIELD.  ---NOTE---THE STATION IS SOUTHWEST, NORTHWEST AND
 DG4857'EAST OF THREE ORANGE 4X4 PLASTIC WITNESS POSTS.  ---NOTE2---THIS
 DG4857'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DG4857'ABOVE THE HORIZON EXCEPT FOR A TELEPHONE POLE TO THE SOUTHEAST
 DG4857'EXTENDING TO 30 DEGREES.
 DG4857' 
 DG4857'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1261 ***********************************************************************
 NH1261  DESIGNATION -  DELAVAN HIGH SCHOOL CUPOLA
 NH1261  PID         -  NH1261
 NH1261  STATE/COUNTY-  WI/WALWORTH
 NH1261  USGS QUAD   -  DELAVAN (1986)
 NH1261
 NH1261                         *CURRENT SURVEY CONTROL
 NH1261  ___________________________________________________________________
 NH1261* NAD 83(1991)-  42 37 45.04491(N)    088 38 52.53810(W)     ADJUSTED  
 NH1261* NAVD 88     -                                                        
 NH1261  ___________________________________________________________________
 NH1261  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 NH1261  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 NH1261
 NH1261  HORZ ORDER  -  THIRD
 NH1261
 NH1261.The horizontal coordinates were established by classical geodetic methods
 NH1261.and adjusted by the National Geodetic Survey in November 1991..
 NH1261
 NH1261
 NH1261.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1261
 NH1261.The geoid height was determined by GEOID03.
 NH1261
 NH1261;                    North         East     Units Scale Factor Converg.
 NH1261;SPC WI S     -    70,796.087   710,907.639   MT  1.00002263   +0 55 44.4
 NH1261;SPC WI S     -   232,270.16  2,332,369.48   sFT  1.00002263   +0 55 44.4
 NH1261;UTM  16      - 4,720,953.357   364,873.681   MT  0.99982465   -1 06 58.4
 NH1261
 NH1261                          SUPERSEDED SURVEY CONTROL
 NH1261
 NH1261  NAD 83(1986)-  42 37 45.04127(N)    088 38 52.54426(W) AD(       ) 4
 NH1261  NAD 27      -  42 37 44.98800(N)    088 38 52.17600(W) AD(       ) 3
 NH1261
 NH1261.Superseded values are not recommended for survey control.
 NH1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1261.See file dsdata.txt to determine how the superseded data were derived.
 NH1261
 NH1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6487420953(NAD 83)
 NH1261_MARKER: 86 = CUPOLA
 NH1261
 NH1261  HISTORY     - Date     Condition        Report By
 NH1261  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1261  HISTORY     - 1957     GOOD             CGS
 NH1261  HISTORY     - 20021215 MARK NOT FOUND   USPSQD
 NH1261
 NH1261                          STATION DESCRIPTION
 NH1261
 NH1261'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1261'THIS STATION IS THE CUPOLA ON THE DELAVAN HIGH SCHOOL IN
 NH1261'THE SOUTHWESTERN PART OF THE TOWN OF DELAVAN, WISCONSIN.
 NH1261'IT IS ON A HIGH KNOLL, ABOUT 170 FEET SOUTH OF THE CENTERLINE
 NH1261'OF WISCONSIN STREET, AND ABOUT 110 FEET EAST OF THE CENTERLINE
 NH1261'OF S. MAIN STREET.  THE BUILDING WAS ERECTED IN 1905.  THE
 NH1261'CUPOLA IS QUITE PROMINENT.
 NH1261'
 NH1261'THE CUPOLA IS ON A RED BRICK SCHOOL ABOUT 60 FEET HIGH.  THE
 NH1261'BASE OF THE CUPOLA IS A WHITE SQUARE TOWER ABOUT 10 FEET HIGH
 NH1261'WITH SEMI-CIRCULAR OPENINGS ON EACH SIDE AND A LEDGE AND
 NH1261'RAIL AROUND THE TOP.  THE OCTAGONAL WHITE OPEN CUPOLA IS
 NH1261'ABOUT 10 FEET HIGH AND HAS A RED OCTAGONAL BELL-SHAPED ROOF
 NH1261'ABOUT 5 FEET HIGH AND A SHORT RED FINIAL AT ITS APEX.  THE
 NH1261'TOTAL HEIGHT IS ABOUT 85 FEET.
 NH1261
 NH1261                          STATION RECOVERY (1957)
 NH1261
 NH1261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1261'THE STATION WAS RECOVERED AS DESCRIBED AND THE 1935 DESCRIPTION
 NH1261'IS ADEQUATE.
 NH1261
 NH1261                          STATION RECOVERY (2002)
 NH1261
 NH1261'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 NH1261'NOT FOUND.  THE DELAVAN SCHOOL DISTRICT CONSOLIDATED WITH THE DARIEN
 NH1261'DISTRICT AND BUILD A NEW SCHOOL OUT OF TOWN.  THERE IS NOW AN
 NH1261'APARTMENT COMPLEX ON THE FORMER SCHOOL SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1226 ***********************************************************************
 NH1226  DESIGNATION -  DELAVAN LAKE LAWN HOTEL TANK
 NH1226  PID         -  NH1226
 NH1226  STATE/COUNTY-  WI/WALWORTH
 NH1226  USGS QUAD   -  ELKHORN (1994)
 NH1226
 NH1226                         *CURRENT SURVEY CONTROL
 NH1226  ___________________________________________________________________
 NH1226* NAD 83(1991)-  42 37 32.66031(N)    088 35 56.06802(W)     ADJUSTED  
 NH1226* NAVD 88     -                                                        
 NH1226  ___________________________________________________________________
 NH1226  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 NH1226  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 NH1226
 NH1226  HORZ ORDER  -  THIRD
 NH1226
 NH1226.The horizontal coordinates were established by classical geodetic methods
 NH1226.and adjusted by the National Geodetic Survey in November 1991..
 NH1226
 NH1226
 NH1226.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1226
 NH1226.The geoid height was determined by GEOID03.
 NH1226
 NH1226;                    North         East     Units Scale Factor Converg.
 NH1226;SPC WI S     -    70,480.359   714,934.650   MT  1.00002343   +0 57 45.7
 NH1226;SPC WI S     -   231,234.31  2,345,581.43   sFT  1.00002343   +0 57 45.7
 NH1226;UTM  16      - 4,720,494.191   368,886.035   MT  0.99981150   -1 04 58.6
 NH1226
 NH1226                          SUPERSEDED SURVEY CONTROL
 NH1226
 NH1226  NAD 83(1986)-  42 37 32.65696(N)    088 35 56.07393(W) AD(       ) 4
 NH1226  NAD 27      -  42 37 32.59800(N)    088 35 55.71000(W) AD(       ) 3
 NH1226
 NH1226.Superseded values are not recommended for survey control.
 NH1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1226.See file dsdata.txt to determine how the superseded data were derived.
 NH1226
 NH1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6888620494(NAD 83)
 NH1226_MARKER: 53 = ELEVATED TANK
 NH1226
 NH1226  HISTORY     - Date     Condition        Report By
 NH1226  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1226  HISTORY     - 1957     GOOD             CGS
 NH1226  HISTORY     - 20021215 GOOD             USPSQD
 NH1226
 NH1226                          STATION DESCRIPTION
 NH1226
 NH1226'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1226'THIS STATION IS THE TALL SQUAT SILVER TANK AT THE LAKE LAWN
 NH1226'HOTEL, ABOUT 3 MILES EAST OF THE TOWN OF DELAVAN, WISCONSIN.
 NH1226'IT IS LOCATED ON THE NORTHEAST END OF DELAVAN LAKE, ABOUT
 NH1226'0.45 MILE WEST OF WALWORTH COUNTY ROUTE F, AND ABOUT 0.3
 NH1226'MILE SOUTH OF WISCONSIN ROUTE 50.  THE TANK WAS ERECTED IN
 NH1226'1930 AND IS VERY PROMINENT.
 NH1226'
 NH1226'THE TANK HAS FOUR TRUSSWORK LEGS ABOUT 120 FEET HIGH.  THE
 NH1226'OVAL SECTION EXTENDS DOWNWARD ABOUT 8 FEET.  THE VERTICAL
 NH1226'SECTION IS ABOUT 20 FEET HIGH, HAS A CATWALK AND RAIL AROUND
 NH1226'ITS BASE, AND THE WORDS LAKE LAWN PAINTED IN BLACK LETTERS
 NH1226'ON THE NORTH AND SOUTH SIDES.  THE FLAT CONICAL TOP HAS A
 NH1226'BALL AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT 145 FEET.
 NH1226
 NH1226                          STATION RECOVERY (1957)
 NH1226
 NH1226'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1226'THIS STATION WAS CALLED THE LAKE LAWN HOTEL, TANK IN 1935.
 NH1226'THE REMAINDER OF THE 1935 DESCRIPTION IS ADEQUATE.
 NH1226
 NH1226                          STATION RECOVERY (2002)
 NH1226
 NH1226'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 NH1226'RECOVERED IN GOOD CONDITION.  CHANGE--THE LAKE LAWN LOGO IS PAINTED ON
 NH1226'THE SIDES OF THE TANK IN GREEN AND WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1259 ***********************************************************************
 NH1259  DESIGNATION -  DELAVAN MUNICIPAL TANK 1957
 NH1259  PID         -  NH1259
 NH1259  STATE/COUNTY-  WI/WALWORTH
 NH1259  USGS QUAD   -  DELAVAN (1986)
 NH1259
 NH1259                         *CURRENT SURVEY CONTROL
 NH1259  ___________________________________________________________________
 NH1259* NAD 83(1991)-  42 37 59.67216(N)    088 38 51.60827(W)     ADJUSTED  
 NH1259* NAVD 88     -                                                        
 NH1259  ___________________________________________________________________
 NH1259  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 NH1259  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 NH1259
 NH1259  HORZ ORDER  -  THIRD
 NH1259
 NH1259.The horizontal coordinates were established by classical geodetic methods
 NH1259.and adjusted by the National Geodetic Survey in November 1991..
 NH1259
 NH1259
 NH1259.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1259
 NH1259.The geoid height was determined by GEOID03.
 NH1259
 NH1259;                    North         East     Units Scale Factor Converg.
 NH1259;SPC WI S     -    71,247.736   710,921.504   MT  1.00002168   +0 55 45.1
 NH1259;SPC WI S     -   233,751.95  2,332,414.97   sFT  1.00002168   +0 55 45.1
 NH1259;UTM  16      - 4,721,404.134   364,903.650   MT  0.99982455   -1 06 58.1
 NH1259
 NH1259                          SUPERSEDED SURVEY CONTROL
 NH1259
 NH1259  NAD 83(1986)-  42 37 59.66860(N)    088 38 51.61406(W) AD(       ) 4
 NH1259  NAD 27      -  42 37 59.61400(N)    088 38 51.24500(W) AD(       ) 3
 NH1259
 NH1259.Superseded values are not recommended for survey control.
 NH1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1259.See file dsdata.txt to determine how the superseded data were derived.
 NH1259
 NH1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6490421404(NAD 83)
 NH1259_MARKER: 53 = ELEVATED TANK
 NH1259
 NH1259  HISTORY     - Date     Condition        Report By
 NH1259  HISTORY     - 1957     FIRST OBSERVED   CGS
 NH1259  HISTORY     - 20021215 GOOD             USPSQD
 NH1259
 NH1259                          STATION DESCRIPTION
 NH1259
 NH1259'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1259'THE STATION IS THE FINIAL AT THE TOP OF THE TANK.  IT IS
 NH1259'SUPPORTED BY A 6 LEGGED STEEL STRUCTURE AND IS PAINTED SILVER
 NH1259'WITH THE LEGEND DELAVAN IN BLACK LETTERS ON THE EAST AND WEST
 NH1259'SIDES.  THIS STATION WAS CALLED THE DELAVAN MUNICIPAL TANK
 NH1259'IN 1935.
 NH1259'
 NH1259'IT IS ABOUT 80 FEET HIGH AND IS IN THE CENTRAL BUSINESS
 NH1259'DISTRICT OF DELAVAN.
 NH1259'
 NH1259'IT IS 44 FEET SOUTH OF THE CENTERLINE OF PARK PLAZA AND 80 FEET
 NH1259'NORTH OF THE CENTERLINE OF WALWORTH AVENUE.
 NH1259
 NH1259                          STATION RECOVERY (2002)
 NH1259
 NH1259'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 NH1259'RECOVERED IN GOOD CONDITION.  ADD--IT HAS A RED WIND VANE ON THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1260 ***********************************************************************
 NH1260  DESIGNATION -  DELAVAN MUNICIPAL TANK
 NH1260  PID         -  NH1260
 NH1260  STATE/COUNTY-  WI/WALWORTH
 NH1260  USGS QUAD   -  DELAVAN (1986)
 NH1260
 NH1260                         *CURRENT SURVEY CONTROL
 NH1260  ___________________________________________________________________
 NH1260* NAD 83(1991)-  42 37 59.54130(N)    088 38 52.23527(W)     ADJUSTED  
 NH1260* NAVD 88     -                                                        
 NH1260  ___________________________________________________________________
 NH1260  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 NH1260  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 NH1260
 NH1260  HORZ ORDER  -  THIRD
 NH1260
 NH1260.The horizontal coordinates were established by classical geodetic methods
 NH1260.and adjusted by the National Geodetic Survey in November 1991..
 NH1260
 NH1260
 NH1260.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1260
 NH1260.The geoid height was determined by GEOID03.
 NH1260
 NH1260;                    North         East     Units Scale Factor Converg.
 NH1260;SPC WI S     -    71,243.467   710,907.285   MT  1.00002169   +0 55 44.7
 NH1260;SPC WI S     -   233,737.94  2,332,368.32   sFT  1.00002169   +0 55 44.7
 NH1260;UTM  16      - 4,721,400.375   364,889.291   MT  0.99982459   -1 06 58.5
 NH1260
 NH1260                          SUPERSEDED SURVEY CONTROL
 NH1260
 NH1260  NAD 83(1986)-  42 37 59.53787(N)    088 38 52.24111(W) AD(       ) 4
 NH1260  NAD 27      -  42 37 59.48300(N)    088 38 51.87200(W) AD(       ) 3
 NH1260
 NH1260.Superseded values are not recommended for survey control.
 NH1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1260.See file dsdata.txt to determine how the superseded data were derived.
 NH1260
 NH1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6488921400(NAD 83)
 NH1260_MARKER: 53 = ELEVATED TANK
 NH1260
 NH1260  HISTORY     - Date     Condition        Report By
 NH1260  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1260  HISTORY     - 1960     SEE DESCRIPTION  USGS
 NH1260
 NH1260                          STATION DESCRIPTION
 NH1260
 NH1260'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1260'THIS STATION IS THE MUNICIPAL TANK IN THE TOWN OF DELAVAN,
 NH1260'WISCONSIN.  IT IS LOCATED AT THE WEST END OF THE VILLAGE
 NH1260'GREEN, ABOUT 80 FEET NORTH OF THE CENTERLINE OF WALWORTH
 NH1260'AVENUE, ABOUT 430 FEET WEST OF THE CENTERLINE OF 2ND STREET,
 NH1260'AND ABOUT 110 FEET EAST OF THE CENTERLINE OF N. MAIN STREET.
 NH1260'THE TANK WAS ERECTED IN 1893.  IT IS QUITE PROMINENT.
 NH1260'
 NH1260'THE TANK HAS A ROUND YELLOW BRICK BASE ABOUT 80 FEET HIGH.
 NH1260'AT THE TOP OF THIS THERE IS A WHITE OCTAGONAL PLATFORM WITH
 NH1260'A BLACK RAIL, ON WHICH SETS THE WHITE HOOPED WOODEN TANK
 NH1260'ABOUT 30 FEET HIGH.  THE FLAT GREEN CONICAL TOP HAS AN IRON
 NH1260'FINIAL AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT 115 FEET.
 NH1260
 NH1260                          STATION RECOVERY (1960)
 NH1260
 NH1260'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 NH1260'THE TANK HAS BEEN TORN DOWN SINCE APPROXIMATELY 1950 AND A
 NH1260'NEW ONE ERECTED 230 FEET E OF THE OLD ONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1263 ***********************************************************************
 NH1263  DESIGNATION -  DELAVAN NESTLES MILK CO STK
 NH1263  PID         -  NH1263
 NH1263  STATE/COUNTY-  WI/WALWORTH
 NH1263  USGS QUAD   -  DELAVAN (1986)
 NH1263
 NH1263                         *CURRENT SURVEY CONTROL
 NH1263  ___________________________________________________________________
 NH1263* NAD 83(1991)-  42 37 32.27047(N)    088 38 55.36674(W)     ADJUSTED  
 NH1263* NAVD 88     -                                                        
 NH1263  ___________________________________________________________________
 NH1263  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 NH1263  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 NH1263
 NH1263  HORZ ORDER  -  THIRD
 NH1263
 NH1263.The horizontal coordinates were established by classical geodetic methods
 NH1263.and adjusted by the National Geodetic Survey in November 1991..
 NH1263
 NH1263
 NH1263.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1263
 NH1263.The geoid height was determined by GEOID03.
 NH1263
 NH1263;                    North         East     Units Scale Factor Converg.
 NH1263;SPC WI S     -    70,400.903   710,849.580   MT  1.00002346   +0 55 42.5
 NH1263;SPC WI S     -   230,973.63  2,332,179.00   sFT  1.00002346   +0 55 42.5
 NH1263;UTM  16      - 4,720,560.574   364,801.570   MT  0.99982489   -1 07 00.1
 NH1263
 NH1263                          SUPERSEDED SURVEY CONTROL
 NH1263
 NH1263  NAD 83(1986)-  42 37 32.26702(N)    088 38 55.37260(W) AD(       ) 4
 NH1263  NAD 27      -  42 37 32.20900(N)    088 38 55.01200(W) AD(       ) 3
 NH1263
 NH1263.Superseded values are not recommended for survey control.
 NH1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1263.See file dsdata.txt to determine how the superseded data were derived.
 NH1263
 NH1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6480220561(NAD 83)
 NH1263_MARKER: 63 = STACK
 NH1263
 NH1263  HISTORY     - Date     Condition        Report By
 NH1263  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1263  HISTORY     - 1960     SEE DESCRIPTION  USGS
 NH1263
 NH1263                          STATION DESCRIPTION
 NH1263
 NH1263'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1263'THIS STATION IS THE STACK AT THE OLD NESTLES MILK PRODUCTS
 NH1263'COMPANY PLANT AT THE EXTREME SOUTHWESTERN PART OF THE TOWN OF
 NH1263'DELAVAN, WISCONSIN.  IT IS ABOUT 50 FEET SOUTH OF THE SOUTH
 NH1263'RAIL OF THE C.M. AND ST. P.R.R., AND ABOUT 0.1 MILE WEST OF
 NH1263'SECOND STREET.  THE FACTORY IS NOT IN USE AT THE PRESENT
 NH1263'TIME.  THE STACK WAS ERECTED IN 1918.  IT IS THE MOST PROMINENT
 NH1263'STACK IN TOWN, ESPECIALLY FROM THE SOUTH AND WEST.
 NH1263'
 NH1263'THE STACK IS ON THE WEST END OF A YELLOW BRICK MILK PLANT.
 NH1263'IT SETS ON AN OCTAGONAL YELLOW BRICK BASE ABOUT 40 FEET
 NH1263'HIGH.  THE STACK IS ABOUT 12 FEET IN DIAMETER AT THE BASE,
 NH1263'ABOUT 6 FEET IN DIAMETER AT THE TOP, AND ABOUT 180 FEET HIGH.
 NH1263'IT HAS A COLLAR AT THE TOP.  THE TOTAL HEIGHT IS ABOUT 220
 NH1263'FEET.
 NH1263
 NH1263                          STATION RECOVERY (1960)
 NH1263
 NH1263'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 NH1263'THE BUILDING AND THE STACK HAS BEEN TORN DOWN SOMETIME IN THE
 NH1263'1940S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1262 ***********************************************************************
 NH1262  DESIGNATION -  DELAVAN ST ANDREWS CH SPIRE
 NH1262  PID         -  NH1262
 NH1262  STATE/COUNTY-  WI/WALWORTH
 NH1262  USGS QUAD   -  DELAVAN (1986)
 NH1262
 NH1262                         *CURRENT SURVEY CONTROL
 NH1262  ___________________________________________________________________
 NH1262* NAD 83(1991)-  42 37 58.60823(N)    088 38 20.46787(W)     ADJUSTED  
 NH1262* NAVD 88     -                                                        
 NH1262  ___________________________________________________________________
 NH1262  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 NH1262  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 NH1262
 NH1262  HORZ ORDER  -  THIRD
 NH1262
 NH1262.The horizontal coordinates were established by classical geodetic methods
 NH1262.and adjusted by the National Geodetic Survey in November 1991..
 NH1262
 NH1262
 NH1262.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1262
 NH1262.The geoid height was determined by GEOID03.
 NH1262
 NH1262;                    North         East     Units Scale Factor Converg.
 NH1262;SPC WI S     -    71,226.453   711,631.480   MT  1.00002175   +0 56 06.5
 NH1262;SPC WI S     -   233,682.12  2,334,744.28   sFT  1.00002175   +0 56 06.5
 NH1262;UTM  16      - 4,721,357.534   365,612.274   MT  0.99982220   -1 06 37.0
 NH1262
 NH1262                          SUPERSEDED SURVEY CONTROL
 NH1262
 NH1262  NAD 83(1986)-  42 37 58.60507(N)    088 38 20.47388(W) AD(       ) 4
 NH1262  NAD 27      -  42 37 58.55000(N)    088 38 20.10500(W) AD(       ) 3
 NH1262
 NH1262.Superseded values are not recommended for survey control.
 NH1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1262.See file dsdata.txt to determine how the superseded data were derived.
 NH1262
 NH1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6561221358(NAD 83)
 NH1262_MARKER: 90 = CHURCH SPIRE
 NH1262
 NH1262  HISTORY     - Date     Condition        Report By
 NH1262  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1262  HISTORY     - 20021215 GOOD             USPSQD
 NH1262
 NH1262                          STATION DESCRIPTION
 NH1262
 NH1262'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1262'THIS STATION IS THE SPIRE ON ST. ANDREWS CHURCH, IN THE
 NH1262'TOWN OF DELAVAN, WISCONSIN.  IT IS LOCATED IN THE EAST CENTRAL
 NH1262'PART OF THE TOWN, ABOUT 60 FEET SOUTH OF THE CENTERLINE OF
 NH1262'WALWORTH AVENUE (WIS. ROUTE 15), AND ABOUT 40 FEET EAST OF
 NH1262'THE CENTERLINE OF 7TH STREET.  THE CHURCH WAS ERECTED IN 1895.
 NH1262'THE SPIRE IS QUITE PROMINENT.
 NH1262'
 NH1262'THE BASE OF THE SPIRE IS A SQUARE BUTTRESSED TOWER, TAPERING
 NH1262'TO OCTAGONAL, ABOUT 80 FEET HIGH, WITH FANCY GOTHIC LOUVERED
 NH1262'WINDOWS ON EACH ONE OFFOUR SIDES AND GABLES ABOVE.  THE OCTAGONAL
 NH1262'SPIRE, WITH WHITE STRIPES AT THE JUNCTION OF THE FACES,
 NH1262'IS ABOUT 80 FEET HIGH.  IT HAS A WHITE COLLAR NEAR THE BOTTOM
 NH1262'AND ANOTHER ABOUT TWO-THIRDS THE WAY UP AND A BROWN TREFOIL
 NH1262'CROSS ABOUT 8 FEET HIGH AT ITS APEX.  THE TOTAL HEIGHT IS
 NH1262'ABOUT 170 FEET.
 NH1262
 NH1262                          STATION RECOVERY (2002)
 NH1262
 NH1262'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 NH1262'RECOVERED IN GOOD CONDITION.  CORRECTION--THERE ARE NO LONGER WHITE
 NH1262'STRIPES AT THE JUNCTION OF THE SPIRE'S FACES.  WALWORTH AVENUE IS
 NH1262'WISCONSIN ROUTE 11, NOT 15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5495 ***********************************************************************
 DH5495  DESIGNATION -  DELL PRAIRIE E GPS
 DH5495  PID         -  DH5495
 DH5495  STATE/COUNTY-  WI/ADAMS
 DH5495  USGS QUAD   -  BIG SPRING (1975)
 DH5495
 DH5495                         *CURRENT SURVEY CONTROL
 DH5495  ___________________________________________________________________
 DH5495* NAD 83(1997)-  43 42 39.12964(N)    089 43 04.47672(W)     ADJUSTED  
 DH5495* NAVD 88     -                                                        
 DH5495  ___________________________________________________________________
 DH5495  X           -      22,735.827 (meters)                     COMP
 DH5495  Y           -  -4,617,878.490 (meters)                     COMP
 DH5495  Z           -   4,385,118.195 (meters)                     COMP
 DH5495  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 DH5495  ELLIP HEIGHT-         277.39  (meters)          (08/01/05) GPS OBS
 DH5495  GEOID HEIGHT-         -35.50  (meters)                     GEOID03
 DH5495
 DH5495  HORZ ORDER  -  FIRST
 DH5495  ELLP ORDER  -  SECOND    CLASS I
 DH5495
 DH5495.The horizontal coordinates were established by GPS observations
 DH5495.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5495
 DH5495
 DH5495.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5495
 DH5495.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5495
 DH5495.The ellipsoidal height was determined by GPS observations
 DH5495.and is referenced to NAD 83.
 DH5495
 DH5495.The geoid height was determined by GEOID03.
 DH5495
 DH5495;                    North         East     Units Scale Factor Converg.
 DH5495;SPC WI S     -   190,101.523   622,733.686   MT  0.99994712   +0 11 37.8
 DH5495;SPC WI S     -   623,691.41  2,043,085.43   sFT  0.99994712   +0 11 37.8
 DH5495;UTM  16      - 4,843,350.726   281,034.749   MT  1.00018977   -1 52 43.9
 DH5495
 DH5495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5495!SPC WI S     -   0.99995650  x   0.99994712  =   0.99990363
 DH5495!UTM  16      -   0.99995650  x   1.00018977  =   1.00014627
 DH5495
 DH5495                          SUPERSEDED SURVEY CONTROL
 DH5495
 DH5495.No superseded survey control is available for this station.
 DH5495
 DH5495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP8103543351(NAD 83)
 DH5495_MARKER: DD = SURVEY DISK
 DH5495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5495_STAMPING: DELL PRAIRIE E GPS 2004
 DH5495_MARK LOGO: WIDT  
 DH5495_PROJECTION: FLUSH
 DH5495_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5495+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5495
 DH5495  HISTORY     - Date     Condition        Report By
 DH5495  HISTORY     - 2003     MONUMENTED       WIDT
 DH5495
 DH5495                          STATION DESCRIPTION
 DH5495
 DH5495'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5495'OWNERSHIP--ADAMS COUNTY.  TO REACH THE STATION FROM THE  JUNCTION OF
 DH5495'COUNTY HIGHWAY K WITH COUNTY HIGHWAY B ABOUT 6 MI NORTHEAST OF THE
 DH5495'CITY  OF WISCONSIN DELLS, GO NORTH ON COUNTY HIGHWAY B FOR 0.2 MI TO
 DH5495'THE STATION ON THE LEFT.   THE STATION IS A  BRONZE WISCONSIN
 DH5495'DEPARTMENT OF TRANSPORTATION GEODETIC  SURVEY CONTROL STATION DISK SET
 DH5495'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT  LEVEL WITH THE
 DH5495'HIGHWAY PAVEMENT.  THE STATION IS 10.7 M WEST OF THE CENTERLINE OF
 DH5495'COUNTY HIGHWAY B, 75.9 M NORTH OF A WOOD POST FOR A --JCT COUNTY K--
 DH5495'SIGN, 2 M EAST OF  A CULTIVATED FIELD, 1.0 M EAST OF AN  ORANGE 4X4
 DH5495'PLASTIC WITNESS POST, 1.0 M SOUTH-SOUTHWEST OF AN  ORANGE 4X4  PLASTIC
 DH5495'WITNESS POST AND 1.0 M NORTH-NORTHWEST OF AN ORANGE 4X4 PLASTIC
 DH5495'WITNESS POST.   ---NOTE---THIS  STATION HAS NO VISIBLE  OBSTRUCTIONS
 DH5495'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5497 ***********************************************************************
 DH5497  DESIGNATION -  DELL PRAIRIE W GPS
 DH5497  PID         -  DH5497
 DH5497  STATE/COUNTY-  WI/ADAMS
 DH5497  USGS QUAD   -  WISCONSIN DELLS NORTH (1975)
 DH5497
 DH5497                         *CURRENT SURVEY CONTROL
 DH5497  ___________________________________________________________________
 DH5497* NAD 83(1997)-  43 41 36.35407(N)    089 47 33.89551(W)     ADJUSTED  
 DH5497* NAVD 88     -                                                        
 DH5497  ___________________________________________________________________
 DH5497  X           -      16,708.769 (meters)                     COMP
 DH5497  Y           -  -4,619,213.586 (meters)                     COMP
 DH5497  Z           -   4,383,689.484 (meters)                     COMP
 DH5497  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 DH5497  ELLIP HEIGHT-         236.86  (meters)          (08/01/05) GPS OBS
 DH5497  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 DH5497
 DH5497  HORZ ORDER  -  FIRST
 DH5497  ELLP ORDER  -  SECOND    CLASS I
 DH5497
 DH5497.The horizontal coordinates were established by GPS observations
 DH5497.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5497
 DH5497
 DH5497.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5497
 DH5497.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5497
 DH5497.The ellipsoidal height was determined by GPS observations
 DH5497.and is referenced to NAD 83.
 DH5497
 DH5497.The geoid height was determined by GEOID03.
 DH5497
 DH5497;                    North         East     Units Scale Factor Converg.
 DH5497;SPC WI S     -   188,146.501   616,707.259   MT  0.99994552   +0 08 32.7
 DH5497;SPC WI S     -   617,277.31  2,023,313.73   sFT  0.99994552   +0 08 32.7
 DH5497;UTM  16      - 4,841,614.479   274,939.975   MT  1.00022306   -1 55 48.1
 DH5497
 DH5497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5497!SPC WI S     -   0.99996286  x   0.99994552  =   0.99990838
 DH5497!UTM  16      -   0.99996286  x   1.00022306  =   1.00018591
 DH5497
 DH5497                          SUPERSEDED SURVEY CONTROL
 DH5497
 DH5497.No superseded survey control is available for this station.
 DH5497
 DH5497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7494041614(NAD 83)
 DH5497_MARKER: DD = SURVEY DISK
 DH5497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5497_STAMPING: DELL PRAIRIE W GPS 2004
 DH5497_MARK LOGO: WIDT  
 DH5497_PROJECTION: FLUSH
 DH5497_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5497+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5497
 DH5497  HISTORY     - Date     Condition        Report By
 DH5497  HISTORY     - 2003     MONUMENTED       WIDT
 DH5497
 DH5497                          STATION DESCRIPTION
 DH5497
 DH5497'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5497'OWNERSHIP--ADAMS COUNTY.  TO REACH THE STATION FROM THE  JUNCTION OF
 DH5497'STATE HIGHWAY 13 WITH COUNTY HIGHWAY Q ABOUT 4 MI NORTH OF THE CITY OF
 DH5497'WISCONSIN DELLS, GO NORTHEAST THEN NORTH ON COUNTY HIGHWAY Q FOR 0.7
 DH5497'MI TO THE  STATION ON THE RIGHT.  THE STATION IS A  BRONZE WISCONSIN
 DH5497'DEPARTMENT OF TRANSPORTATION GEODETIC  SURVEY CONTROL STATION DISK SET
 DH5497'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT  LEVEL WITH THE
 DH5497'HIGHWAY PAVEMENT.  THE STATION IS 9.1 M EAST OF THE CENTERLINE OF
 DH5497'COUNTY  HIGHWAY Q, 37.3 M SOUTHEAST OF A POWERPOLE --14-6-16 12/33--,
 DH5497'26.3 M NORTH OF A FIELD  ENTRANCE, 3 M WEST OF  A CULTIVATED FIELD,
 DH5497'1.0 M NORTH OF AN  ORANGE 4X4  PLASTIC WITNESS POST AND 1.0 M SOUTH OF
 DH5497'AN  ORANGE 4X4  PLASTIC WITNESS POST.   ---NOTE---THIS  STATION HAS NO
 DH5497'VISIBLE  OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH5497'HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5199 ***********************************************************************
 DH5199  DESIGNATION -  DELLONA W GPS
 DH5199  PID         -  DH5199
 DH5199  STATE/COUNTY-  WI/SAUK
 DH5199  USGS QUAD   -  REEDSBURG EAST (1975)
 DH5199
 DH5199                         *CURRENT SURVEY CONTROL
 DH5199  ___________________________________________________________________
 DH5199* NAD 83(1997)-  43 35 20.60797(N)    089 57 03.71765(W)     ADJUSTED  
 DH5199* NAVD 88     -                                                        
 DH5199  ___________________________________________________________________
 DH5199  X           -       3,954.654 (meters)                     COMP
 DH5199  Y           -  -4,627,268.067 (meters)                     COMP
 DH5199  Z           -   4,375,318.448 (meters)                     COMP
 DH5199  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 DH5199  ELLIP HEIGHT-         267.85  (meters)          (08/01/05) GPS OBS
 DH5199  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 DH5199
 DH5199  HORZ ORDER  -  FIRST
 DH5199  ELLP ORDER  -  SECOND    CLASS I
 DH5199
 DH5199.The horizontal coordinates were established by GPS observations
 DH5199.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5199
 DH5199
 DH5199.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5199
 DH5199.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5199
 DH5199.The ellipsoidal height was determined by GPS observations
 DH5199.and is referenced to NAD 83.
 DH5199
 DH5199.The geoid height was determined by GEOID03.
 DH5199
 DH5199;                    North         East     Units Scale Factor Converg.
 DH5199;SPC WI S     -   176,531.090   603,954.243   MT  0.99993791   +0 02 01.1
 DH5199;SPC WI S     -   579,169.08  1,981,473.21   sFT  0.99993791   +0 02 01.1
 DH5199;UTM  16      - 4,830,463.944   261,771.356   MT  1.00029814   -2 02 08.3
 DH5199;UTM  15      - 4,830,749.636   746,135.003   MT  1.00034525   +2 06 11.7
 DH5199
 DH5199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5199!SPC WI S     -   0.99995800  x   0.99993791  =   0.99989591
 DH5199!UTM  16      -   0.99995800  x   1.00029814  =   1.00025613
 DH5199!UTM  15      -   0.99995800  x   1.00034525  =   1.00030323
 DH5199
 DH5199                          SUPERSEDED SURVEY CONTROL
 DH5199
 DH5199.No superseded survey control is available for this station.
 DH5199
 DH5199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP6177130464(NAD 83)
 DH5199_MARKER: DD = SURVEY DISK
 DH5199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5199_STAMPING: DELLONA W GPS 2004
 DH5199_MARK LOGO: WIDT  
 DH5199_PROJECTION: FLUSH
 DH5199_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5199+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5199
 DH5199  HISTORY     - Date     Condition        Report By
 DH5199  HISTORY     - 2003     MONUMENTED       WIDT
 DH5199
 DH5199                          STATION DESCRIPTION
 DH5199
 DH5199'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5199'OWNERSHIP--SAUK COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5199'STATE HIGHWAY 33  AND STATE HIGHWAY 23 (MAIN STREET) WITH COUNTY
 DH5199'HIGHWAY H (VIKING DRIVE) IN THE CITY OF  REEDSBURG, GO NORTHEAST ON
 DH5199'COUNTY HIGHWAY H (VIKING DRIVE) FOR 4.5 MI TO D AND W ROAD,  CONTINUE
 DH5199'NORTHEAST ON COUNTY HIGHWAY H FOR 0.15 MI TO THE STATION ON THE LEFT.
 DH5199'THE  STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH5199'GEODETIC SURVEY CONTROL  STATION DISK SET IN THE TOP OF A 41-CM
 DH5199'DIAMETER ABOUT 1 M ABOVE THE HIGHWAY PAVEMENT.   THE STATION IS 14.7 M
 DH5199'NORTHWEST OF THE CENTERLINE OF COUNTY HIGHWAY H, 59 M NORTHEAST  OF A
 DH5199'TELEPHONE PEDESTAL --3447 LP6--, 21.7 M NORTHWEST OF A WOOD POST FOR A
 DH5199'--NO PASSING  ZONE-- SIGN , 1.2 M SOUTHEAST OF A BARBED WIRE FENCE,
 DH5199'1.0 M SOUTHEAST OF AN ORANGE 4X4  PLASTIC WITNESS POST, 1.0 M NORTH OF
 DH5199'AN ORANGE 4X4 PLASTIC WITNESS POST, AND 1.0 M WEST  OF AN ORANGE 4X4
 DH5199'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH5199'OBSTRUCTIONS  EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0832 ***********************************************************************
 RM0832  DESIGNATION -  DELTA
 RM0832  PID         -  RM0832
 RM0832  STATE/COUNTY-  WI/BAYFIELD
 RM0832  USGS QUAD   -  DELTA (1971)
 RM0832
 RM0832                         *CURRENT SURVEY CONTROL
 RM0832  ___________________________________________________________________
 RM0832* NAD 83(1991)-  46 25 55.99230(N)    091 19 24.88555(W)     ADJUSTED  
 RM0832* NAVD 88     -       413.     (meters)    1355.     (feet)  SCALED    
 RM0832  ___________________________________________________________________
 RM0832  LAPLACE CORR-         -12.89  (seconds)                    DEFLEC99
 RM0832  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 RM0832
 RM0832  HORZ ORDER  -  FIRST
 RM0832
 RM0832.The horizontal coordinates were established by classical geodetic methods
 RM0832.and adjusted by the National Geodetic Survey in March 1999..
 RM0832
 RM0832.The orthometric height was scaled from a topographic map.
 RM0832
 RM0832.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0832
 RM0832.The geoid height was determined by GEOID03.
 RM0832
 RM0832;                    North         East     Units Scale Factor Converg.
 RM0832;SPC WI N     -   141,508.555   498,281.623   MT  0.99995598   -0 57 17.2
 RM0832;SPC WI N     -   464,265.98  1,634,778.96   sFT  0.99995598   -0 57 17.2
 RM0832;UTM  15      - 5,143,437.332   628,793.787   MT  0.99980390   +1 12 53.4
 RM0832
 RM0832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0832!SPC WI N     -   0.99993983  x   0.99995598  =   0.99989582
 RM0832!UTM  15      -   0.99993983  x   0.99980390  =   0.99974374
 RM0832
 RM0832:                Primary Azimuth Mark                     Grid Az
 RM0832:SPC WI N     -  LENAWEE LOOKOUT TOWER                    011 41 49.3
 RM0832:UTM  15      -  LENAWEE LOOKOUT TOWER                    009 31 38.7
 RM0832
 RM0832|---------------------------------------------------------------------|
 RM0832| PID    Reference Object                     Distance      Geod. Az  |
 RM0832|                                                           dddmmss.s |
 RM0832| RM0804 LENAWEE LOOKOUT TOWER               APPROX.27.7 KM 0104432.1 |
 RM0832| RM0831 DELTA LOOKOUT TOWER                   9.049 METERS 02514     |
 RM0832| CJ7880 DELTA AZ MK                                        0814906.9 |
 RM0832| CJ7881 DELTA RM 1                           36.463 METERS 26457     |
 RM0832| CJ7882 DELTA RM 2                           21.901 METERS 34107     |
 RM0832|---------------------------------------------------------------------|
 RM0832
 RM0832                          SUPERSEDED SURVEY CONTROL
 RM0832
 RM0832  NAD 83(1991)-  46 25 55.99216(N)    091 19 24.88475(W) AD(       ) 1
 RM0832  NAD 83(1986)-  46 25 55.98659(N)    091 19 24.88095(W) AD(       ) 1
 RM0832  NAD 27      -  46 25 56.17900(N)    091 19 24.18300(W) AD(       ) 1
 RM0832
 RM0832.Superseded values are not recommended for survey control.
 RM0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0832.See file dsdata.txt to determine how the superseded data were derived.
 RM0832
 RM0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM2879443437(NAD 83)
 RM0832_MARKER: DS = TRIANGULATION STATION DISK
 RM0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0832
 RM0832  HISTORY     - Date     Condition        Report By
 RM0832  HISTORY     - 1939     MONUMENTED       CGS
 RM0832  HISTORY     - 1953     GOOD             CGS
 RM0832
 RM0832                          STATION DESCRIPTION
 RM0832
 RM0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 RM0832'THREE AND ONE-HALF MILES SOUTHWEST OF DELTA, IN THE SOUTHEAST
 RM0832'QUARTER OF SEC. 26, T. 46 N., R. 8 W., ON THE LAND OF U.S.
 RM0832'DEPARTMENT OF ARGICULTURE, 17 FEET SOUTH OF THE SOUTHWEST
 RM0832'LEG OF THE DELTA LOOKOUT TOWER AND 27 FEET WEST-SOUTHWEST
 RM0832'OF THE SOUTHEAST LEG.  SURFACE MARK PROJECTS 6 INCHES ABOVE
 RM0832'THE GROUND AND IS STAMPED DELTA 1939.
 RM0832'
 RM0832'TO REACH FROM THE POST OFFICE IN DELTA, GO EAST ON THE ROAD
 RM0832'IN FRONT OF THE POST OFFICE FOR 0.1 MILE TO A FORK, TAKE THE
 RM0832'RIGHT FORK FOR 0.4 MILE TO ANOTHER FORK, TAKE THE LEFT FORK
 RM0832'FOR 1.8 MILES AGAIN TO A FORK, TAKE THE RIGHT FORK FOR 1.2 MILES
 RM0832'TO A T-ROAD AT THE LEFT, TURN LEFT ON THIS T-ROAD AND GO 1.7
 RM0832'MILES TO THE TOP OF THE HILL AT THE DELTA LOOKOUT TOWER AND
 RM0832'THE STATION.
 RM0832'
 RM0832'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 RM0832'STANDARD BRONZE DISKS SET IN CONCRETE.
 RM0832'ALL MARKS ARE WITNESSED BY
 RM0832'4- BY 4-INCH WHITE WOODEN POSTS WHICH PROJECT APPROXIMATELY
 RM0832'2.5 FEET ABOVE THE GROUND.
 RM0832'
 RM0832'REFERENCE MARK NO. 1 IS WEST OF THE STATION, 27 FEET WEST OF
 RM0832'THE CENTER OF THE GRAVEL ROAD, 7 FEET NORTH OF A LARGE
 RM0832'STUMP, PROJECTS 4 INCHES ABOVE THE GROUND AND IS STAMPED
 RM0832'DELTA NO 1 1939.
 RM0832'
 RM0832'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF THE STATION, 10.5
 RM0832'FEET SOUTH OF THE SOUTHWEST CORNER OF A GARAGE, 7.5 FEET WEST
 RM0832'OF A LARGE STUMP, PROJECTS 6 INCHES ABOVE THE GROUND AND IS
 RM0832'STAMPED DELTA NO 2 1939.
 RM0832'
 RM0832'AZIMUTH MARK IS EAST-SOUTHEAST OF THE STATION, 21 FEET SOUTH
 RM0832'OF THE CENTER OF THE ROAD LEADING TO THE LOOKOUT TOWER, PROJECTS
 RM0832'6 INCHES ABOVE THE GROUND AND IS STAMPED DELTA 1939.
 RM0832'
 RM0832'A 64-FOOT TOWER IS NEEDED TO SEE ALL LINES.
 RM0832'
 RM0832'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 RM0832
 RM0832                          STATION RECOVERY (1953)
 RM0832
 RM0832'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 RM0832'THE STATION WAS RECOVERED AS DESCRIBED IN 1939 AND ALL MARKS
 RM0832'WERE FOUND IN GOOD CONDITION.  THE DISTANCE AND DIRECTION WAS
 RM0832'CHECKED TO THE AZIMUTH MARK AND REFERENCE MARKS.  A DIFFERENCE
 RM0832'IN DISTANCE WAS FOUND TO REFERENCE MARK NO. 2 AND A DIFFERENCE
 RM0832'IN DIRECTION WAS FOUND TO THE AZIMUTH MARK.  THE DISTANCE
 RM0832'AND DIRECTION TO REFERENCE MARK NO. 1 WAS FOUND TO BE CORRECT.
 RM0832'
 RM0832'THE 1939 GENERAL DESCRIPTION IS ADEQUATE BUT A NEW TO REACH
 RM0832'FOLLOWS.
 RM0832'
 RM0832'TO REACH THE STATION FROM THE POST OFFICE IN DELTA, GO EAST
 RM0832'ON A PAVED ROAD FOR 0.15 MILE TO A DIRT SIDE ROAD RIGHT, TURN
 RM0832'RIGHT AND GO SOUTH FOR 2.2 MILES ON THE MAIN ROAD TO A FORK,
 RM0832'TAKE THE RIGHT FORK AND GO WEST FOR 1.2 MILES TO A DIRT SIDE
 RM0832'ROAD LEFT, TURN LEFT AND GO SOUTHWEST FOR 1.2 MILES TO THE
 RM0832'AZIMUTH MARK ON THE LEFT, CONTINUE FOR 0.4 MILE TO A FORK,
 RM0832'TAKE EITHER FORK AND GO 0.1 MILE TO DELTA, LOOKOUT TOWER AND
 RM0832'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0831 ***********************************************************************
 RM0831  DESIGNATION -  DELTA LOOKOUT TOWER
 RM0831  PID         -  RM0831
 RM0831  STATE/COUNTY-  WI/BAYFIELD
 RM0831  USGS QUAD   -  DELTA (1971)
 RM0831
 RM0831                         *CURRENT SURVEY CONTROL
 RM0831  ___________________________________________________________________
 RM0831* NAD 83(1991)-  46 25 56.25740(N)    091 19 24.70484(W)     ADJUSTED  
 RM0831* NAVD 88     -                                                        
 RM0831  ___________________________________________________________________
 RM0831  LAPLACE CORR-         -12.89  (seconds)                    DEFLEC99
 RM0831  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 RM0831
 RM0831  HORZ ORDER  -  THIRD
 RM0831
 RM0831.The horizontal coordinates were established by classical geodetic methods
 RM0831.and adjusted by the National Geodetic Survey in March 1999..
 RM0831
 RM0831
 RM0831.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0831
 RM0831.The geoid height was determined by GEOID03.
 RM0831
 RM0831;                    North         East     Units Scale Factor Converg.
 RM0831;SPC WI N     -   141,516.674   498,285.617   MT  0.99995599   -0 57 17.1
 RM0831;SPC WI N     -   464,292.62  1,634,792.06   sFT  0.99995599   -0 57 17.1
 RM0831;UTM  15      - 5,143,445.596   628,797.470   MT  0.99980391   +1 12 53.5
 RM0831
 RM0831                          SUPERSEDED SURVEY CONTROL
 RM0831
 RM0831  NAD 83(1991)-  46 25 56.25726(N)    091 19 24.70403(W) AD(       ) 4
 RM0831  NAD 83(1986)-  46 25 56.25210(N)    091 19 24.70147(W) AD(       ) 4
 RM0831  NAD 27      -  46 25 56.44400(N)    091 19 24.00200(W) AD(       ) 3
 RM0831
 RM0831.Superseded values are not recommended for survey control.
 RM0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0831.See file dsdata.txt to determine how the superseded data were derived.
 RM0831
 RM0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM2879743446(NAD 83)
 RM0831_MARKER: 57 = LOOKOUT TOWER
 RM0831
 RM0831  HISTORY     - Date     Condition        Report By
 RM0831  HISTORY     - 1939     FIRST OBSERVED   CGS
 RM0831  HISTORY     - 1953     GOOD             CGS
 RM0831
 RM0831                          STATION DESCRIPTION
 RM0831
 RM0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 RM0831'LOCATED 29.69 FEET (9.050 METERS) NORTH FROM TRIANGULATION
 RM0831'STATION DELTA.  CENTER OF THE BASE OF THE
 RM0831'U.S. FORESTRY SERVICE LOOKOUT TOWER DELTA, WHICH IS A STEEL
 RM0831'STRUCTURE 110 FEET HIGH WITH A GLASS-ENCLOSED OBSERVATION
 RM0831'ROOM ON THE TOP.
 RM0831
 RM0831                          STATION RECOVERY (1953)
 RM0831
 RM0831'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 RM0831'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF DELTA ON
 RM0831'HIGH WOODED HILL.  IT IS ABOUT 125 FEET HIGH, FOUR LEGGED,
 RM0831'OF STEEL CONSTRUCTION AND HAS A LOOKOUT CAGE ON TOP.
 RM0831'
 RM0831'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 RM0831'DELTA 1939 TO THE CENTER OF DELTA, LOOKOUT TOWER AND THE
 RM0831'DISTANCE IS 9.050 METERS (29.69 FEET).
 RM0831'
 RM0831'TO REACH THE STATION FROM DELTA, FROM THE POST OFFICE, GO
 RM0831'EAST ON A PAVED ROAD FOR 0.15 MILE TO A DIRT SIDE ROAD RIGHT,
 RM0831'TURN RIGHT AND GO SOUTH ON THE MAIN ROAD FOR 2.2 MILES TO A
 RM0831'FORK IN ROAD, TAKE THE RIGHT FORK AND GO WEST FOR 1.2 MILES
 RM0831'TO A SIDE ROAD LEFT AND A SIGN DELTA LOOKOUT TOWER, TURN LEFT
 RM0831'AND GO SOUTHWEST FOR 1.6 MILES TO A FORK, TAKE EITHER FORK
 RM0831'AND GO 0.1 MILE TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0541 ***********************************************************************
 OM0541  DESIGNATION -  DELTON
 OM0541  PID         -  OM0541
 OM0541  STATE/COUNTY-  WI/SAUK
 OM0541  USGS QUAD   -  WISCONSIN DELLS SOUTH (1975)
 OM0541
 OM0541                         *CURRENT SURVEY CONTROL
 OM0541  ___________________________________________________________________
 OM0541* NAD 83(1986)-  43 35 29.     (N)    089 47 37.     (W)     SCALED    
 OM0541* NAVD 88     -       272.561  (meters)     894.23   (feet)  ADJUSTED  
 OM0541  ___________________________________________________________________
 OM0541  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 OM0541  DYNAMIC HT  -         272.491 (meters)     894.00  (feet)  COMP
 OM0541  MODELED GRAV-     980,354.1   (mgal)                       NAVD 88
 OM0541
 OM0541  VERT ORDER  -  SECOND    CLASS 0
 OM0541
 OM0541.The horizontal coordinates were scaled from a topographic map and have
 OM0541.an estimated accuracy of +/- 6 seconds.
 OM0541
 OM0541.The orthometric height was determined by differential leveling
 OM0541.and adjusted by the National Geodetic Survey in June 1991..
 OM0541
 OM0541.The geoid height was determined by GEOID03.
 OM0541
 OM0541.The dynamic height is computed by dividing the NAVD 88
 OM0541.geopotential number by the normal gravity value computed on the
 OM0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0541.degrees latitude (g = 980.6199 gals.).
 OM0541
 OM0541.The modeled gravity was interpolated from observed gravity values.
 OM0541
 OM0541;                    North         East    Units  Estimated Accuracy
 OM0541;SPC WI S     -   176,810.      616,670.      MT  (+/- 180 meters Scaled)
 OM0541
 OM0541                          SUPERSEDED SURVEY CONTROL
 OM0541
 OM0541  NGVD 29 (??/??/92)  272.594  (m)          894.34   (f) ADJ UNCH    2 0
 OM0541
 OM0541.Superseded values are not recommended for survey control.
 OM0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0541.See file dsdata.txt to determine how the superseded data were derived.
 OM0541
 OM0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP744302(NAD 83)
 OM0541_MARKER: DB = BENCH MARK DISK
 OM0541_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OM0541_SP_SET: BUILDING
 OM0541_STAMPING: DELTON 1934
 OM0541_MARK LOGO: CGS   
 OM0541_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0541+STABILITY: SURFACE MOTION
 OM0541_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0541+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2005
 OM0541
 OM0541  HISTORY     - Date     Condition        Report By
 OM0541  HISTORY     - 1934     MONUMENTED       CGS
 OM0541  HISTORY     - 1989     GOOD             USPSQD
 OM0541  HISTORY     - 20001014 GOOD             USPSQD
 OM0541  HISTORY     - 20020114 GOOD             NGS
 OM0541  HISTORY     - 20041015 GOOD             WIDT
 OM0541  HISTORY     - 20051020 GOOD             GEOCAC
 OM0541
 OM0541                          STATION DESCRIPTION
 OM0541
 OM0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0541'AT DELTON.
 OM0541'ALONG U.S. HIGHWAY 12 TO THE DELTON CITY HALL AND LIBRARY.  SET
 OM0541'VERTICALLY IN THE NORTHWEST CORNER OF THE NORTH (FRONT) ENTRANCE,
 OM0541'8 INCHES FROM THE NORTHWEST CORNER OF THE BUILDING, 24 FEET FROM
 OM0541'THE CENTER LINE OF THE FRONT ENTRANCE, 3.5 FEET ABOVE THE
 OM0541'GROUND LEVEL.
 OM0541
 OM0541                          STATION RECOVERY (1989)
 OM0541
 OM0541'RECOVERY NOTE BY US POWER SQUADRON 1989 (DAH)
 OM0541'RECOVERED IN GOOD CONDITION.
 OM0541
 OM0541                          STATION RECOVERY (2000)
 OM0541
 OM0541'RECOVERY NOTE BY US POWER SQUADRON 2000
 OM0541'RECOVERED IN GOOD CONDITION.
 OM0541
 OM0541                          STATION RECOVERY (2002)
 OM0541
 OM0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 OM0541'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OM0541
 OM0541                          STATION RECOVERY (2004)
 OM0541
 OM0541'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 OM0541'OWNERSHIP--VILLAGE OF LAKE DELTON.  THE STATION IS LOCATED IN THE
 OM0541'SOUTHEAST QUADRANT OF THE JUNCTION OF US HIGHWAY 12 WITH STATE HIGHWAY
 OM0541'23 IN THE VILLAGE OF LAKE DELTON.  THE STATION IS A BRONZE US COAST
 OM0541'AND GEODETIC BENCH MARK DISK SET IN THE SIDE OF THE MARSHALL MEMORIAL
 OM0541'HALL BUILDING ABOUT 1.2 M (3.9 FT) ABOVE THE HIGHWAY PAVEMENT.  THE
 OM0541'STATION IS 25 M (82.0 FT) SOUTH OF THE CENTERLINE OF US HIGHWAY 12
 OM0541'(WISCONSIN DELLS PARKWAY), 65 M (213.3 FT) EAST OF THE CENTERLINE OF
 OM0541'WHITLOCK STREET AND 0.2 M (0.7 FT) EAST OF THE NORTHWEST CORNER OF THE
 OM0541'BUILDING.  ---NOTE---THIS STATION IS SET VERTICALLY IN THE SIDE OF A
 OM0541'BUILDING MAKING IT NOT SUITABLE FOR GPS OBSERVATIONS.
 OM0541
 OM0541                          STATION RECOVERY (2005)
 OM0541
 OM0541'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 OM0541'STATION IS LOCATED ON THE MARSHALL MEMORIAL HALL.
 OM0541'N 43 37 09.5 W 089 44 11.5
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5387 ***********************************************************************
 DH5387  DESIGNATION -  DELTON N GPS
 DH5387  PID         -  DH5387
 DH5387  STATE/COUNTY-  WI/SAUK
 DH5387  USGS QUAD   -  WISCONSIN DELLS SOUTH (1975)
 DH5387
 DH5387                         *CURRENT SURVEY CONTROL
 DH5387  ___________________________________________________________________
 DH5387* NAD 83(1997)-  43 36 43.51279(N)    089 48 28.45337(W)     ADJUSTED  
 DH5387* NAVD 88     -                                                        
 DH5387  ___________________________________________________________________
 DH5387  X           -      15,507.902 (meters)                     COMP
 DH5387  Y           -  -4,625,461.602 (meters)                     COMP
 DH5387  Z           -   4,377,154.653 (meters)                     COMP
 DH5387  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 DH5387  ELLIP HEIGHT-         243.57  (meters)          (08/01/05) GPS OBS
 DH5387  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 DH5387
 DH5387  HORZ ORDER  -  FIRST
 DH5387  ELLP ORDER  -  SECOND    CLASS I
 DH5387
 DH5387.The horizontal coordinates were established by GPS observations
 DH5387.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5387
 DH5387
 DH5387.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5387
 DH5387.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5387
 DH5387.The ellipsoidal height was determined by GPS observations
 DH5387.and is referenced to NAD 83.
 DH5387
 DH5387.The geoid height was determined by GEOID03.
 DH5387
 DH5387;                    North         East     Units Scale Factor Converg.
 DH5387;SPC WI S     -   179,106.269   615,506.385   MT  0.99993930   +0 07 55.2
 DH5387;SPC WI S     -   587,617.82  2,019,373.86   sFT  0.99993930   +0 07 55.2
 DH5387;UTM  16      - 4,832,620.988   273,412.750   MT  1.00023156   -1 56 15.5
 DH5387
 DH5387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5387!SPC WI S     -   0.99996181  x   0.99993930  =   0.99990111
 DH5387!UTM  16      -   0.99996181  x   1.00023156  =   1.00019336
 DH5387
 DH5387                          SUPERSEDED SURVEY CONTROL
 DH5387
 DH5387.No superseded survey control is available for this station.
 DH5387
 DH5387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7341332621(NAD 83)
 DH5387_MARKER: DD = SURVEY DISK
 DH5387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5387_STAMPING: DELTON N GPS 2004
 DH5387_MARK LOGO: WIDT  
 DH5387_PROJECTION: FLUSH
 DH5387_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5387+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DH5387
 DH5387  HISTORY     - Date     Condition        Report By
 DH5387  HISTORY     - 2004     MONUMENTED       WIDT
 DH5387
 DH5387                          STATION DESCRIPTION
 DH5387
 DH5387'DESCRIBED BY WI DEPT OF TRANSP 2004 (TSS)
 DH5387'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 DH5387'INTERSTATE  HIGHWAY 94 WITH STATE HIGHWAY 23 ABOUT 1 MI SOUTHWEST OF
 DH5387'THE VILLAGE OF LAKE DELTON,  GO EAST ON STATE HIGHWAY 23 FOR 0.15 MI
 DH5387'TO COUNTY HIGHWAY P ON THE RIGHT, TURN RIGHT  AND GO NORTHWEST ON
 DH5387'COUNTY HIGHWAY P FOR 0.3 MI TO BIRCHWOOD ROAD ON THE RIGHT, TURN
 DH5387'RIGHT AND GO NORTH ON BIRCHWOOD ROAD FOR 1.6 MI TO TROUT ROAD ON THE
 DH5387'RIGHT, TURN  RIGHT AND GO EAST ON TROUT ROAD FOR 1.0 MI TO THE STATION
 DH5387'ON THE LEFT.  THE STATION IS A  BRONZE WISCONSIN DEPARTMENT OF
 DH5387'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK  SET IN THE TOP OF
 DH5387'A 43-CM DIAMETER CONCRETE POST LOCATED WITHIN THE RIGHT OF WAY, ABOUT
 DH5387'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 6.0 M NORTH OF THE
 DH5387'CENTERLINE OF TROUT  ROAD, 35 M WEST OF THE CENTERLINE OF THE TWO
 DH5387'EASTBOUND LANES OF INTERSTATE HIGHWAY 90  AND INTERSTATE HIGHWAY 94,
 DH5387'2.0 M NORTHEAST OF THE WEST END OF NORTHERN GUARDRAIL, 1.0  M
 DH5387'NORTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS POST, 1.0 M SOUTH OF AN
 DH5387'ORANGE 4X4 PLASTIC  WITNESS POST, 1.0 M NORTHWEST OF AN ORANGE 4X4
 DH5387'PLASTIC WITNESS POST.  ---NOTE---THIS  STATION HAS NO VISIBLE
 DH5387'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE  HORIZON
 DH5387'EXCEPT FOR TREES TO THE NORTHWEST AND SOUTH EAST EXTENDING TO 20
 DH5387'DEGREES  ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5202 ***********************************************************************
 DH5202  DESIGNATION -  DELTON W GPS
 DH5202  PID         -  DH5202
 DH5202  STATE/COUNTY-  WI/SAUK
 DH5202  USGS QUAD   -  WISCONSIN DELLS SOUTH (1975)
 DH5202
 DH5202                         *CURRENT SURVEY CONTROL
 DH5202  ___________________________________________________________________
 DH5202* NAD 83(1997)-  43 32 51.15367(N)    089 50 08.07008(W)     ADJUSTED  
 DH5202* NAVD 88     -                                                        
 DH5202  ___________________________________________________________________
 DH5202  X           -      13,288.187 (meters)                     COMP
 DH5202  Y           -  -4,630,409.279 (meters)                     COMP
 DH5202  Z           -   4,371,956.778 (meters)                     COMP
 DH5202  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 DH5202  ELLIP HEIGHT-         239.49  (meters)          (08/01/05) GPS OBS
 DH5202  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 DH5202
 DH5202  HORZ ORDER  -  FIRST
 DH5202  ELLP ORDER  -  SECOND    CLASS I
 DH5202
 DH5202.The horizontal coordinates were established by GPS observations
 DH5202.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5202
 DH5202
 DH5202.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5202
 DH5202.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5202
 DH5202.The ellipsoidal height was determined by GPS observations
 DH5202.and is referenced to NAD 83.
 DH5202
 DH5202.The geoid height was determined by GEOID03.
 DH5202
 DH5202;                    North         East     Units Scale Factor Converg.
 DH5202;SPC WI S     -   171,930.835   613,286.845   MT  0.99993580   +0 06 46.7
 DH5202;SPC WI S     -   564,076.41  2,012,091.92   sFT  0.99993580   +0 06 46.7
 DH5202;UTM  16      - 4,825,528.208   270,934.916   MT  1.00024546   -1 57 16.0
 DH5202
 DH5202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5202!SPC WI S     -   0.99996245  x   0.99993580  =   0.99989825
 DH5202!UTM  16      -   0.99996245  x   1.00024546  =   1.00020790
 DH5202
 DH5202                          SUPERSEDED SURVEY CONTROL
 DH5202
 DH5202.No superseded survey control is available for this station.
 DH5202
 DH5202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7093525528(NAD 83)
 DH5202_MARKER: DD = SURVEY DISK
 DH5202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5202_STAMPING: DELTON W GPS 2004
 DH5202_MARK LOGO: WIDT  
 DH5202_PROJECTION: FLUSH
 DH5202_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5202+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5202
 DH5202  HISTORY     - Date     Condition        Report By
 DH5202  HISTORY     - 2003     MONUMENTED       WIDT
 DH5202
 DH5202                          STATION DESCRIPTION
 DH5202
 DH5202'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5202'OWNERSHIP--TOWN OF DELTON.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5202'US HIGHWAY 12  AND STATE HIGHWAY 33 EAST WITH STATE HIGHWAY 33 WEST
 DH5202'ABOUT 5 MI SOUTH OF THE VILLAGE OF  LAKE DELTON, GO NORTH ON US
 DH5202'HIGHWAY 12 FOR 2.3 MI TO SHADY LANE ROAD, TURN LEFT AND GO  WEST ON
 DH5202'SHADY LANE ROAD FOR 1.5 MI TO HASTINGS ROAD ON THE RIGHT, CONTINUE
 DH5202'WEST ON  SHADY LANE ROAD FOR 1.4 MI TO THE STATION ON THE RIGHT.  THE
 DH5202'STATION IS A BRONZE  WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH5202'SURVEY CONTROL STATION DISK SET IN  THE TOP OF A 41-CM DIAMETER
 DH5202'CONCRETE POST ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE  STATION IS 7.2
 DH5202'M NORTH OF THE CENTERLINE OF SHADY LANE ROAD, 26.5 M NORTHEAST OF
 DH5202'POWERPOLE --12-6-6 3/25--, 26 M WEST OF THE EXTENDED CENTERLINE OF A
 DH5202'FIELD ENTRANCE, 1 M  SOUTH OF A CULTIVATED FIELD, 1.0 M EAST OF AN
 DH5202'ORANGE 4X4 PLASTIC WITNESS POST, AND 1.0 M  WEST OF AN ORANGE 4X4
 DH5202'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH5202'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0495 ***********************************************************************
 PM0495  DESIGNATION -  DENMARK
 PM0495  PID         -  PM0495
 PM0495  STATE/COUNTY-  WI/BROWN
 PM0495  USGS QUAD   -  DENMARK (1978)
 PM0495
 PM0495                         *CURRENT SURVEY CONTROL
 PM0495  ___________________________________________________________________
 PM0495* NAD 83(1991)-  44 20 00.84381(N)    087 48 04.95698(W)     ADJUSTED  
 PM0495* NAVD 88     -       256.     (meters)     840.     (feet)  SCALED    
 PM0495  ___________________________________________________________________
 PM0495  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 PM0495  GEOID HEIGHT-         -36.07  (meters)                     GEOID03
 PM0495
 PM0495  HORZ ORDER  -  THIRD
 PM0495
 PM0495.The horizontal coordinates were established by classical geodetic methods
 PM0495.and adjusted by the National Geodetic Survey in November 1991..
 PM0495
 PM0495.The orthometric height was scaled from a topographic map.
 PM0495
 PM0495.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0495
 PM0495.The geoid height was determined by GEOID03.
 PM0495
 PM0495;                    North         East     Units Scale Factor Converg.
 PM0495;SPC WI C     -    57,958.807   775,328.201   MT  0.99998525   +1 33 04.7
 PM0495;SPC WI C     -   190,153.19  2,543,722.61   sFT  0.99998525   +1 33 04.7
 PM0495;SPC WI S     -   261,564.210   775,343.321   MT  1.00006517   +1 30 38.5
 PM0495;SPC WI S     -   858,148.58  2,543,772.21   sFT  1.00006517   +1 30 38.5
 PM0495;UTM  16      - 4,909,234.805   436,111.321   MT  0.99965020   -0 33 36.2
 PM0495
 PM0495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0495!SPC WI C     -   0.99996551  x   0.99998525  =   0.99995076
 PM0495!SPC WI S     -   0.99996551  x   1.00006517  =   1.00003068
 PM0495!UTM  16      -   0.99996551  x   0.99965020  =   0.99961572
 PM0495
 PM0495|---------------------------------------------------------------------|
 PM0495| PID    Reference Object                     Distance      Geod. Az  |
 PM0495|                                                           dddmmss.s |
 PM0495| CJ4837 DENMARK RM 1                          5.584 METERS 00245     |
 PM0495| CJ4838 DENMARK RM 2                          7.839 METERS 28823     |
 PM0495| CJ4836 DENMARK AZ MK                                      2952408.1 |
 PM0495|---------------------------------------------------------------------|
 PM0495
 PM0495                          SUPERSEDED SURVEY CONTROL
 PM0495
 PM0495  NAD 83(1986)-  44 20 00.83409(N)    087 48 04.94568(W) AD(       ) 3
 PM0495  NAD 27      -  44 20 00.85500(N)    087 48 04.61600(W) AD(       ) 3
 PM0495
 PM0495.Superseded values are not recommended for survey control.
 PM0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0495.See file dsdata.txt to determine how the superseded data were derived.
 PM0495
 PM0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ3611109235(NAD 83)
 PM0495_MARKER: DS = TRIANGULATION STATION DISK
 PM0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0495_STAMPING: DENMARK 1953
 PM0495_MARK LOGO: CGS   
 PM0495_MAGNETIC: N = NO MAGNETIC MATERIAL
 PM0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0495+STABILITY: SURFACE MOTION
 PM0495_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0495+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2006
 PM0495
 PM0495  HISTORY     - Date     Condition        Report By
 PM0495  HISTORY     - 1953     MONUMENTED       CGS
 PM0495  HISTORY     - 19850101 GOOD             NGS
 PM0495  HISTORY     - 20031108 GOOD             USPSQD
 PM0495  HISTORY     - 20060519 GOOD             USPSQD
 PM0495
 PM0495                          STATION DESCRIPTION
 PM0495
 PM0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0495'STATION IS LOCATED ABOUT 2 MILES EAST OF DENMARK AND ON HIGHWAY
 PM0495'PROPERTY.  IT IS 35 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 141, 8
 PM0495'FEET NORTHEAST OF A FENCE CORNER AND WHITE WITNESS POST, 6 FEET
 PM0495'WEST OF A FENCE LINE AND IS ON TOP OF A 12 FOOT ROAD CUT.  THE MARK
 PM0495'IS FLUSH AND THE DISK IS STAMPED DENMARK 1953.
 PM0495'
 PM0495'REFERENCE MARK NO. 1 IS 25 FEET NORTH OF A WHITE WITNESS POST AND 2
 PM0495'FEET WEST OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 PM0495'STAMPED DENMARK NO 1 1953.
 PM0495'
 PM0495'REFERENCE MARK NO. 2 IS 32 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 PM0495'141 AND 30 FEET WEST OF A FENCE CORNER AND WHITE WITNESS POST.  THE
 PM0495'MARK IS FLUSH AND THE DISK IS STAMPED DENMARK NO 2 1953.
 PM0495'
 PM0495'AZIMUTH MARK IS 44 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 141, 3
 PM0495'FEET EAST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCE LINE.
 PM0495'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED DENMARK 1953.
 PM0495'
 PM0495'TO REACH THE STATION FROM U.S. HIGHWAY 141 AND STATE HIGHWAY 96 IN
 PM0495'DENMARK, GO EAST ON U.S. HIGHWAY 141 FOR 1.6 MILES TO THE AZIMUTH
 PM0495'MARK ON THE RIGHT, CONTINUE EAST ON THE HIGHWAY FOR 0.2 MILE TO THE
 PM0495'STATION ON THE LEFT AS DESCRIBED.
 PM0495'
 PM0495'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 PM0495
 PM0495                          STATION RECOVERY (1985)
 PM0495
 PM0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (ERP)
 PM0495'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE RECOVERED
 PM0495'IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND TO BE LEANING SLIGHTLY
 PM0495'DUE TO HILL IN WHICH MARK WAS IS SHIFTING FROM EROSION.  THIS MARK WAS
 PM0495'REPAIRED TO HELP STOP THIS SHIFTING.  THE DISTANCE TO REFERENCE MARK 2
 PM0495'CHECKED THE OLD DATA.  THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO
 PM0495'BE SHORTER BY 0.023 M (0.075 FT).  THE ANGLE BETWEEN THE TWO REFERENCE
 PM0495'MARKS WAS FOUND TO DIFFER BY 12 MINUTES 09.50 SECONDS FROM THE 1953
 PM0495'DATA.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.  THE STATION IS LOCATED
 PM0495'ABOUT 2 MI (3.2 KM) EAST OF DENMARK.  OWNERSHIP- HIGHWAY RIGHT-OF-WAY.
 PM0495'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 96 AND COUNTY
 PM0495'TRUNK R, IN DENMARK, GO EAST ON COUNTY TRUNK R FOR 1.6 MI (2.6 KM), TO
 PM0495'THE AZIMUTH MARK ON RIGHT.  CONTINUE EAST ON COUNTY TRUNK R FOR 0.2 MI
 PM0495'(0.3 KM), TO STATION ON LEFT UP ATOP AN 8 FT (2.4 M) CUTBANK.
 PM0495' 
 PM0495'THE STATION IS A STANDARD NGS DISK STAMPED--DENMARK 1953--, SET INTO
 PM0495'THE TOP OF A SQUARE CONCRETE MONUMENT 36 CM (12 INCHES) ON SIDE, FLUSH
 PM0495'WITH GROUND.  NOTE- ABOUT 8 FT (2.4 M) HIGHER THAN COUNTY ROAD R.  IT
 PM0495'IS LOCATED 11.52 M (37.80 FT) NNE FROM THE CENTERLINE OF COUNTY ROAD
 PM0495'R, 1.13 M (3.71 FT) NNE FROM THE OLD FENCE LINE AND 0.30 M (0.98 FT)
 PM0495'SW FROM A METAL WITNESS POST.  REFERENCE MARK NO 1 IS A STANDARD NGS
 PM0495'DISK STAMPED--DENMARK NO 1 1953--, SET INTO THE TOP OF A SQUARE
 PM0495'CONCRETE MONUMENT 36 CM (12 IN) ON SIDE, FLUSH WITH GROUND.  LOCATED
 PM0495'17.19 M (56.40 FT) NNE FROM THE CENTERLINE OF COUNTY ROAD R, 0.52 M
 PM0495'(1.71 FT) W FROM THE OLD FENCE LINE, 0.30 M (0.98 FT) SW FROM A
 PM0495'WITNESS POST, AND 0.5 M (1.6 FT) ABOVE THE STATION.  REFERENCE MARK NO
 PM0495'2 IS A STANDARD NGS DISK STAMPED--DENMARK NO 2 1953--, SET INTO THE
 PM0495'TOP OF A SQUARE CONCRETE MONUMENT 36 CM (12 INCHES) ON SIDE, FLUSH
 PM0495'WITH GROUND. LOCATED 9.94 M (32.61 FT) NNE FROM THE CENTERLINE OF
 PM0495'COUNTY ROAD R, 1.37 M (4.49 FT) SE FROM A METAL UNDERGROUND CABLE
 PM0495'WARNING POST, 0.30 M (0.98 FT) SW FROM A WITNESS POST AND 0.8 M (2.6
 PM0495'FT) BELOW THE STATION.  AZIMUTH MARK NO 1 IS A STANDARD NGS DISK
 PM0495'STAMPED--DENMARK 1953--, SET INTO THE TOP OF A SQUARE CONCRETE
 PM0495'MONUMENT 26 CM (12 IN) ON SIDE, PROJECTING 6 CM (2 INCHES) ABOVE
 PM0495'GROUND.  LOCATED 13.41 M (44.00 FT) SW FROM THE CENTERLINE OF COUNTY
 PM0495'ROAD R AND 0.30 M (0.98 FT) E FROM A METAL WITNESS POST.  NOTE- THIS
 PM0495'MARK IS LEANING TOWARD THE NORTHEAST, BUT IS SOLID IN THE GROUND.  A
 PM0495'NEW DIRECTION AND DISTANCE WAS MEASURED TO THE MARK.
 PM0495
 PM0495                          STATION RECOVERY (2003)
 PM0495
 PM0495'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0495'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 PM0495'CONDITION.  THE AZIMUTH MARK WAS NOT FOUND.  THE STATION IS 0.3 MILE
 PM0495'SOUTHEAST OF COUNTY HIGHWAY T, 0.5 MI NORTHWEST OF COUNTY HIGHWAY P,
 PM0495'AND ABOUT 150 FEET SOUTH OF THE DRIVEWAY TO --6507-- ON COUNTY HIGHWAY
 PM0495'R SOUTHEAST OF BELGIUM.
 PM0495'THE STATION IS 14 FEET NORTH OF A ROTTING ABANDONED WOODEN FENCE
 PM0495'CORNER POST AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST WITH A FADED
 PM0495'YELLOW SIGN ATTACHED.
 PM0495'REFERENCE MARK 1 IS ABOUT 18 FEET NORTHEAST OF THE STATION AND 1 FOOT
 PM0495'SOUTHWEST OF AN ORANGE WITNESS POST.
 PM0495'REFERENCE MARK 2 IS ABOUT 26 FEET NORTHWEST OF THE STATION, 4.8 FEET
 PM0495'SOUTH OF A WHITE METAL --TELEPHONE CABLE UNDERGROUND-- SIGN, AND 1
 PM0495'FOOT SOUTHWEST OF AN ORANGE WITNESS POST.
 PM0495
 PM0495                          STATION RECOVERY (2006)
 PM0495
 PM0495'RECOVERY NOTE BY US POWER SQUADRON 2006 (AFW)
 PM0495'STATION IS AS DESCRIBED, BUT IT IS FOUND ON COUNTY HWY R SOUTHEAST OF
 PM0495'DENMARK. RM 1 AND 2 WERE FOUND IN GOOD CONDITION. THE AZIMUTH MARK WAS
 PM0495'RECOVERED UNDER A DENSE CEDAR THICKET 1FT. EAST OF A NEARLY COVERED
 PM0495'METAL WITNESS POST. IT WAS IN GOOD CONDITION AND SOLID BUT TILTED
 PM0495'SLIGHTLY TO THE NORTHEAST. THERE WAS A WHITE PVC WITNESS POST 8 FT
 PM0495'NORTHWEST OF THE MARK AND ABOUT 0.1 MI SOUTHEAST OF THE INTERSECTION
 PM0495'WITH HWY T.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0498 ***********************************************************************
 PM0498  DESIGNATION -  DENMARK LAKE TO LAKE DAIRY STK
 PM0498  PID         -  PM0498
 PM0498  STATE/COUNTY-  WI/BROWN
 PM0498  USGS QUAD   -  DENMARK (1978)
 PM0498
 PM0498                         *CURRENT SURVEY CONTROL
 PM0498  ___________________________________________________________________
 PM0498* NAD 83(1991)-  44 20 44.45735(N)    087 49 40.57023(W)     ADJUSTED  
 PM0498* NAVD 88     -                                                        
 PM0498  ___________________________________________________________________
 PM0498  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 PM0498  GEOID HEIGHT-         -36.06  (meters)                     GEOID03
 PM0498
 PM0498  HORZ ORDER  -  THIRD
 PM0498
 PM0498.The horizontal coordinates were established by classical geodetic methods
 PM0498.and adjusted by the National Geodetic Survey in November 1991..
 PM0498
 PM0498
 PM0498.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0498
 PM0498.The geoid height was determined by GEOID03.
 PM0498
 PM0498;                    North         East     Units Scale Factor Converg.
 PM0498;SPC WI C     -    59,247.497   773,174.752   MT  0.99998329   +1 31 57.2
 PM0498;SPC WI C     -   194,381.16  2,536,657.50   sFT  0.99998329   +1 31 57.2
 PM0498;SPC WI S     -   262,854.524   773,190.602   MT  1.00006865   +1 29 32.8
 PM0498;SPC WI S     -   862,381.88  2,536,709.50   sFT  1.00006865   +1 29 32.8
 PM0498;UTM  16      - 4,910,601.502   434,007.510   MT  0.99965356   -0 34 43.5
 PM0498
 PM0498                          SUPERSEDED SURVEY CONTROL
 PM0498
 PM0498  NAD 83(1986)-  44 20 44.44771(N)    087 49 40.55876(W) AD(       ) 4
 PM0498  NAD 27      -  44 20 44.47000(N)    087 49 40.22400(W) AD(       ) 3
 PM0498
 PM0498.Superseded values are not recommended for survey control.
 PM0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0498.See file dsdata.txt to determine how the superseded data were derived.
 PM0498
 PM0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ3400810602(NAD 83)
 PM0498_MARKER: 63 = STACK
 PM0498
 PM0498  HISTORY     - Date     Condition        Report By
 PM0498  HISTORY     - 1953     FIRST OBSERVED   CGS
 PM0498  HISTORY     - 1989     GOOD             USPSQD
 PM0498  HISTORY     - 20021104 GOOD             USPSQD
 PM0498  HISTORY     - 20040308 GOOD             USPSQD
 PM0498
 PM0498                          STATION DESCRIPTION
 PM0498
 PM0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0498'THE STATION IS THE CENTER OF THE TOP OF A RED BRICK STACK THAT IS
 PM0498'ABOUT 200 FEET HIGH.  IT IS LOCATED ON THE SOUTHWEST SIDE OF THE
 PM0498'VILLAGE OF DENMARK.
 PM0498
 PM0498                          STATION RECOVERY (1989)
 PM0498
 PM0498'RECOVERY NOTE BY US POWER SQUADRON 1989 (PHY)
 PM0498'RECOVERED IN GOOD CONDITION.
 PM0498
 PM0498                          STATION RECOVERY (2002)
 PM0498
 PM0498'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0498'RECOVERED IN GOOD CONDITION.
 PM0498
 PM0498                          STATION RECOVERY (2004)
 PM0498
 PM0498'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0497 ***********************************************************************
 PM0497  DESIGNATION -  DENMARK MUNICIPAL TANK
 PM0497  PID         -  PM0497
 PM0497  STATE/COUNTY-  WI/BROWN
 PM0497  USGS QUAD   -  DENMARK (1978)
 PM0497
 PM0497                         *CURRENT SURVEY CONTROL
 PM0497  ___________________________________________________________________
 PM0497* NAD 83(1991)-  44 20 51.78639(N)    087 49 53.93863(W)     ADJUSTED  
 PM0497* NAVD 88     -                                                        
 PM0497  ___________________________________________________________________
 PM0497  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 PM0497  GEOID HEIGHT-         -36.06  (meters)                     GEOID03
 PM0497
 PM0497  HORZ ORDER  -  THIRD
 PM0497
 PM0497.The horizontal coordinates were established by classical geodetic methods
 PM0497.and adjusted by the National Geodetic Survey in November 1991..
 PM0497
 PM0497
 PM0497.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0497
 PM0497.The geoid height was determined by GEOID03.
 PM0497
 PM0497;                    North         East     Units Scale Factor Converg.
 PM0497;SPC WI C     -    59,465.721   772,872.716   MT  0.99998296   +1 31 47.8
 PM0497;SPC WI C     -   195,097.12  2,535,666.57   sFT  0.99998296   +1 31 47.8
 PM0497;SPC WI S     -   263,072.978   772,888.693   MT  1.00006924   +1 29 23.6
 PM0497;SPC WI S     -   863,098.60  2,535,718.99   sFT  1.00006924   +1 29 23.6
 PM0497;UTM  16      - 4,910,830.629   433,713.816   MT  0.99965404   -0 34 52.9
 PM0497
 PM0497                          SUPERSEDED SURVEY CONTROL
 PM0497
 PM0497  NAD 83(1986)-  44 20 51.77681(N)    087 49 53.92717(W) AD(       ) 4
 PM0497  NAD 27      -  44 20 51.79900(N)    087 49 53.59200(W) AD(       ) 3
 PM0497
 PM0497.Superseded values are not recommended for survey control.
 PM0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0497.See file dsdata.txt to determine how the superseded data were derived.
 PM0497
 PM0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ3371410831(NAD 83)
 PM0497_MARKER: 53 = ELEVATED TANK
 PM0497
 PM0497  HISTORY     - Date     Condition        Report By
 PM0497  HISTORY     - 1953     FIRST OBSERVED   CGS
 PM0497  HISTORY     - 1989     GOOD             USPSQD
 PM0497  HISTORY     - 20021104 MARK NOT FOUND   USPSQD
 PM0497
 PM0497                          STATION DESCRIPTION
 PM0497
 PM0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0497'THE STATION IS THE BALL AT THE APEX OF A FOUR LEGGED, STEEL
 PM0497'STRUCTURE. THE TANK IS PAINTED SILVER WITH THE LEGEND DENMARK PAINTED
 PM0497'ON THE EAST AND WEST SIDES.  IT IS APPROXIMATELY 150 FEET HIGH AND IS
 PM0497'LOCATED ON THE WEST SIDE OF THE VILLAGE OF DENMARK.
 PM0497
 PM0497                          STATION RECOVERY (1989)
 PM0497
 PM0497'RECOVERY NOTE BY US POWER SQUADRON 1989 (PHY)
 PM0497'RECOVERED IN GOOD CONDITION.
 PM0497
 PM0497                          STATION RECOVERY (2002)
 PM0497
 PM0497'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0497'THE WATER TANK WAS NOT RECOVERED.  A NEIGHBOR REPORTS THAT IT WAS TORN
 PM0497'DOWN IN THE LATE 1990'S AND A NEW WATER TOWER BUILT AT A DIFFERENT
 PM0497'LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC9087 ***********************************************************************
 AC9087  DESIGNATION -  DERONDA E
 AC9087  PID         -  AC9087
 AC9087  STATE/COUNTY-  WI/POLK
 AC9087  USGS QUAD   -  WAPOGASSET LAKE (1978)
 AC9087
 AC9087                         *CURRENT SURVEY CONTROL
 AC9087  ___________________________________________________________________
 AC9087* NAD 83(1997)-  45 18 11.76315(N)    092 25 06.42333(W)     ADJUSTED  
 AC9087* NAVD 88     -       325.4    (meters)    1068.     (feet)  GPS OBS   
 AC9087  ___________________________________________________________________
 AC9087  X           -    -189,631.073 (meters)                     COMP
 AC9087  Y           -  -4,489,901.618 (meters)                     COMP
 AC9087  Z           -   4,511,327.927 (meters)                     COMP
 AC9087  LAPLACE CORR-         -16.77  (seconds)                    DEFLEC99
 AC9087  ELLIP HEIGHT-         296.39  (meters)          (09/30/02) GPS OBS
 AC9087  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 AC9087
 AC9087  HORZ ORDER  -  FIRST
 AC9087  ELLP ORDER  -  SECOND    CLASS I
 AC9087
 AC9087.The horizontal coordinates were established by GPS observations
 AC9087.and adjusted by the National Geodetic Survey in September 2002..
 AC9087
 AC9087.The orthometric height was determined by GPS observations and a
 AC9087.high-resolution geoid model.
 AC9087
 AC9087.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9087
 AC9087.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9087
 AC9087.The ellipsoidal height was determined by GPS observations
 AC9087.and is referenced to NAD 83.
 AC9087
 AC9087.The geoid height was determined by GEOID03.
 AC9087
 AC9087;                    North         East     Units Scale Factor Converg.
 AC9087;SPC WI C     -   166,165.342   410,355.424   MT  0.99996847   -1 42 23.0
 AC9087;SPC WI C     -   545,160.79  1,346,307.75   sFT  0.99996847   -1 42 23.0
 AC9087;UTM  15      - 5,016,804.956   545,592.520   MT  0.99962556   +0 24 48.2
 AC9087
 AC9087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9087!SPC WI C     -   0.99995353  x   0.99996847  =   0.99992201
 AC9087!UTM  15      -   0.99995353  x   0.99962556  =   0.99957911
 AC9087
 AC9087                          SUPERSEDED SURVEY CONTROL
 AC9087
 AC9087  NAD 83(1991)-  45 18 11.76251(N)    092 25 06.42158(W) AD(       ) 1
 AC9087  ELLIP H (06/10/97)  296.41   (m)                       GP(       ) 2 1
 AC9087
 AC9087.Superseded values are not recommended for survey control.
 AC9087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9087.See file dsdata.txt to determine how the superseded data were derived.
 AC9087
 AC9087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4559316805(NAD 83)
 AC9087_MARKER: DD = SURVEY DISK
 AC9087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9087_STAMPING: DERONDA E. 430
 AC9087_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC9087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9087+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2005
 AC9087
 AC9087  HISTORY     - Date     Condition        Report By
 AC9087  HISTORY     - 1995     MONUMENTED       WI-095
 AC9087  HISTORY     - 20051118 GOOD             WIDT
 AC9087
 AC9087                          STATION DESCRIPTION
 AC9087
 AC9087'DESCRIBED BY POLK COUNTY WISCONSIN 1995 (TEC)
 AC9087'THE STATION IS LOCATED 2.6 MI (4.2 KM) WEST OF THE CITY OF AMERY,
 AC9087'WISCONSIN, IN THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, SECTION
 AC9087'36, T.33N., R.17W., 4TH P.M., TOWN OF LINCOLN, POLK COUNTY.  TO REACH
 AC9087'THE STATION FROM THE CITY OF AMERY BEGIN AT THE INTERSECTION OF COUNTY
 AC9087'TRUNK HIGHWAY F (TO THE WEST) AND STATE HIGHWAY 46, GO WEST
 AC9087'APPROXIMATELY 2.6 MI (4.2 KM) TO THE STATION.  THE STATION IS LOCATED
 AC9087'.45 MI (0.72 KM) EAST OF DERONDA, (INTERSECTION OF COUNTY TRUNK
 AC9087'HIGHWAY F AND COUNTY TRUNK HIGHWAY P,) 34 FEET (10.4 M) NORTH OF
 AC9087'CENTERLINE OF COUNTY TRUNK HIGHWAY F AND 30 FEET (9.1 M) EAST OF
 AC9087'CENTERLINE OF FIELD DRIVE TO NORTH.  THE STATION IS A BRASS CAP, SET
 AC9087'IN A 1.3 FOOT (0.4 M) DIAMETER BY 6 FOOT (1.8 M) DEEP CONCRETE
 AC9087'MONUMENT FLUSH WITH GROUND SURFACE.  A PLASTIC WITNESS POST IS SET 2
 AC9087'FEET (0.6 M) FROM THE STATION.
 AC9087
 AC9087                          STATION RECOVERY (2005)
 AC9087
 AC9087'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AC9087'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 22.5 M
 AC9087'NORTH-NORTHWEST OF POWER POLE --7427VV28--, 17.7 M EAST OF A --REDUCE
 AC9087'SPEED AHEAD 30 MPH-- SIGN POST, AND 1.0 M NORTH, 1.0 M SOUTHEAST, AND
 AC9087'1.0 M SOUTHWEST OF THREE ORANGE 4X4 PLASTIC GUARD POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0781 ***********************************************************************
 RM0781  DESIGNATION -  DETOUR
 RM0781  PID         -  RM0781
 RM0781  STATE/COUNTY-  WI/BAYFIELD
 RM0781  USGS QUAD   -  SAND ISLAND (1975)
 RM0781
 RM0781                         *CURRENT SURVEY CONTROL
 RM0781  ___________________________________________________________________
 RM0781* NAD 83(1991)-  46 56 36.48674(N)    090 58 09.28270(W)     ADJUSTED  
 RM0781* NAVD 88     -       189.     (meters)     620.     (feet)  SCALED    
 RM0781  ___________________________________________________________________
 RM0781  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 RM0781  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 RM0781
 RM0781  HORZ ORDER  -  FIRST
 RM0781
 RM0781.The horizontal coordinates were established by classical geodetic methods
 RM0781.and adjusted by the National Geodetic Survey in March 1999..
 RM0781
 RM0781.The orthometric height was scaled from a topographic map.
 RM0781
 RM0781.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0781
 RM0781.The geoid height was determined by GEOID03.
 RM0781
 RM0781;                    North         East     Units Scale Factor Converg.
 RM0781;SPC WI N     -   197,943.508   526,204.463   MT  1.00003714   -0 41 57.1
 RM0781;SPC WI N     -   649,419.66  1,726,389.14   sFT  1.00003714   -0 41 57.1
 RM0781;UTM  15      - 5,200,883.661   654,549.919   MT  0.99989358   +1 29 02.9
 RM0781
 RM0781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0781!SPC WI N     -   0.99997524  x   1.00003714  =   1.00001238
 RM0781!UTM  15      -   0.99997524  x   0.99989358  =   0.99986883
 RM0781
 RM0781|---------------------------------------------------------------------|
 RM0781| PID    Reference Object                     Distance      Geod. Az  |
 RM0781|                                                           dddmmss.s |
 RM0781| CJ2428 DETOUR RM 1                           4.582 METERS 08924     |
 RM0781| CJ2429 DETOUR RM 2                           4.585 METERS 18005     |
 RM0781| RM0810 CLAY BANKS                          APPROX.29.6 KM 2420048.5 |
 RM0781| CJ2430 DETOUR RM 3                           4.603 METERS 27045     |
 RM0781|---------------------------------------------------------------------|
 RM0781
 RM0781                          SUPERSEDED SURVEY CONTROL
 RM0781
 RM0781  NAD 83(1991)-  46 56 36.48687(N)    090 58 09.28072(W) AD(       ) 1
 RM0781  NAD 83(1986)-  46 56 36.47923(N)    090 58 09.27384(W) AD(       ) 1
 RM0781  NAD 27      -  46 56 36.75800(N)    090 58 08.63600(W) AD(       ) 1
 RM0781
 RM0781.Superseded values are not recommended for survey control.
 RM0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0781.See file dsdata.txt to determine how the superseded data were derived.
 RM0781
 RM0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN5455000884(NAD 83)
 RM0781
 RM0781  HISTORY     - Date     Condition        Report By
 RM0781  HISTORY     - 1870     MONUMENTED       USLS
 RM0781  HISTORY     - 1908     SEE DESCRIPTION  CGS
 RM0781  HISTORY     - 1943     GOOD             CGS
 RM0781  HISTORY     - 1953     GOOD             CGS
 RM0781  HISTORY     - 1963     GOOD             USGS
 RM0781  HISTORY     - 1977     GOOD             NGS
 RM0781
 RM0781                          STATION DESCRIPTION
 RM0781
 RM0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1908 (WB)
 RM0781'ABOUT DUE SOUTH OF WEST END OF SAND ISLAND, ABOUT 30 FEET FROM
 RM0781'ROCK BLUFF AT SHORE.  STATION MARK IS COPPER BOLT AT CENTER OF
 RM0781'CROSS IN TOP OF STONE POST 8 INCHES SQUARE.  THREE STONE REFERENCE
 RM0781'POSTS.  SIMILARLY MARKED ARE EAST, SOUTH, AND WEST, EACH 15 FEET
 RM0781'FROM STATION.  BEARINGS AND DISTANCES FROM STATION TO THREE
 RM0781'BALSAM TREES ARE S 69 DEG 35 MIN E, 50 FEET.  S 28 DEG 22 MIN E, 31.2
 RM0781'FEET.  S 25 DEG 49 MIN W, 39.6 FEET.
 RM0781
 RM0781                          STATION RECOVERY (1943)
 RM0781
 RM0781'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (GCM)
 RM0781'STATION RECOVERED AND FOUND AS DESCRIBED.  ALL MARKS ARE IN GOOD
 RM0781'CONDITION.  DESCRIPTION FOLLOWS--
 RM0781'
 RM0781'STATION IS LOCATED ABOUT 10 MILES NE OF CORNUCOPIA, ON THE S SHORE
 RM0781'OF LAKE SUPERIOR, AT A POINT ABOUT DUE S OF THE W END OF SAND
 RM0781'ISLAND.  IT IS 20 FEET S OF THE BLUFF THAT IS AT THE LAKE SHORE
 RM0781'AND IS FLUSH WITH THE GROUND.
 RM0781'
 RM0781'THE STATION AND THREE REFERENCE MARKS ARE IDENTICAL.  THEY ARE
 RM0781'A DRESSED SANDSTONE POST, 4- BY 4-INCHES, WITH THE LETTERS U.S.
 RM0781'CARVED IN THE TOP OF THE STONE.  THERE IS A TRIANGULAR PLUG, OR
 RM0781'BOLT, WITH A PUNCH MARK IN THE CENTER LEADED INTO A DRILL HOLE
 RM0781'TO MARK THE TRUE POINT.
 RM0781'
 RM0781'REFERENCE MARK 1 IS E OF THE STATION.
 RM0781'
 RM0781'REFERENCE MARK 2 IS S OF THE STATION.
 RM0781'
 RM0781'REFERENCE MARK 3 IS W OF THE STATION AND ABOUT 2 FEET SE OF
 RM0781'THE BLUFF.  ALL REFERENCE MARKS ARE FLUSH WITH THE GROUND.
 RM0781'
 RM0781'THERE IS NO SUITABLE PLACE FOR AN AZIMUTH MARK.
 RM0781'
 RM0781'TO REACH THE STATION FROM CORNUCOPIA, GO NE ON STATE HIGHWAY
 RM0781'13 FOR 6.0 MILES TO A CROSSROAD.  THEN TURN LEFT ON A DIRT ROAD
 RM0781'FOR 2.8 MILES, FOLLOWING THE MAIN ROAD TO A SUMMER HOME AT THE
 RM0781'LAKE SHORE AND THE END OF TRUCK TRAVEL.  FROM HERE, FOLLOW THE
 RM0781'MAIN OPEN TRAIL NE FOR ABOUT 0.7 MILE TO A SMALL BEACH.  THE
 RM0781'TRAIL IS BLAZED FROM THIS POINT.  CONTINUE NE, FOLLOWING ALL
 RM0781'LEFT-HAND FORKS IN THE TRAIL AND FOLLOWING ALONG THE LAKE SHORE
 RM0781'TO A SMALL CLEARING AND A TRIANGLE BLAZE AT THE N EDGE OF THE
 RM0781'CLEARING.  THEN PROCEED ON THE BEACH FOR ABOUT 300 YARDS TO
 RM0781'AN OVERHANGING BIRCH TREE (BLAZED).  THEN BEAR RIGHT, UP BANK,
 RM0781'AND FOLLOW BLAZED TRAIL AND OLD LOGGING ROAD TO THE STATION.
 RM0781'ABOUT A 2.5 MILE (ONE HOUR) PACK.
 RM0781'
 RM0781'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
 RM0781
 RM0781                          STATION RECOVERY (1953)
 RM0781
 RM0781'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 RM0781'STATION WAS RECOVERED AS DESCRIBED BY G.C.M. IN 1943 AND ALL MARKS
 RM0781'FOUND IN GOOD CONDITION.  A CHECK WAS MADE OF THE DISTANCES TO
 RM0781'THE REFERENCE MARKS AND WAS FOUND TO BE CORRECT.  NO OBJECTS
 RM0781'WERE VISIBLE FROM THE GROUND.  THEREFORE NO CHECK WAS MADE OF THE
 RM0781'DIRECTION TO THE REFERENCE MARKS.
 RM0781'
 RM0781'THE 1943 TO REACH DESCRIPTION IS ADEQUATE.
 RM0781
 RM0781                          STATION RECOVERY (1963)
 RM0781
 RM0781'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 RM0781'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 RM0781
 RM0781                          STATION RECOVERY (1977)
 RM0781
 RM0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 RM0781'STATION, REFERENCE MARKS 1,2,3 WERE RECOVERED, THE STATION MARK IS
 RM0781'6 FEET SOUTHEAST OF THE EDGE OF BLUFF, 13 FEET SOUTHWEST OF AN 8
 RM0781'INCH BIRCH TRIANGULAR BLAZED TREE, REFERENCE MARK NUMBER 1 IS ABOUT
 RM0781'6 FEET FROM THE EDGE OF BLUFF, 2 FEET SOUTHEAST OF A 2 INCH IRON
 RM0781'PIPE WITH CAP AND ABOUT 2 FEET HIGH, REFERENCE MARK NUMBER 2 IS
 RM0781'NEAR THE EDGE OF BLUFF, REFERENCE MARK NUMBER 3 IS IN THE EDGE OF
 RM0781'THE BLUFF AND IS IN DANGER OF FALLING INTO THE LAKE.
 RM0781'
 RM0781'TO REACH FROM THE SISKIUT RIVER IN THE SMALL VILLAGE OF
 RM0781'CORNUCOPIA GO NE ON STATE HIGHWAY 13 FOR 5.15 MILES TO A GRAVELED
 RM0781'SHARP SIDE ROAD RIGHT, CONTINUE AHEAD FOR 2.6 MILE TO A ANGLING
 RM0781'SIDE ROAD LEFT, SAND POINT ROAD, BEAR LEFT ON GRADED ROAD FOR 0.5
 RM0781'MILE TO A FORK.  KEEP LEFT FORK AND GO FOR 4.5 MILES TO A TRACK
 RM0781'ROAD LEFT.  TURN LEFT WESTERLY ON TRACK ROAD FOR 0.7 MILE
 RM0781'TO A TRACK ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY FOR 0.4
 RM0781'MILE TO THE END OF TRUCK TRAVEL, FROM HERE PACK EASTERLY FOR
 RM0781'0.15 MILE TO STATION ALONG THE SHORE LINE, OR A FOUR-WHEEL DRIVE
 RM0781'TRUCK CAN BE DRIVEN THE LAST 0.15 MILE BY FOLLOWING OLD DIM
 RM0781'TRAIL TO STATION SITE, ON THE LEFT.
 RM0781'
 RM0781'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RM0781'ABOUT 10 MILES NORTHEAST OF CORNUCOPIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SH0713 ***********************************************************************
 SH0713  DESIGNATION -  DEVIL
 SH0713  PID         -  SH0713
 SH0713  STATE/COUNTY-  WI/ASHLAND
 SH0713  USGS QUAD   -  ROCKY ISLAND (1975)
 SH0713
 SH0713                         *CURRENT SURVEY CONTROL
 SH0713  ___________________________________________________________________
 SH0713* NAD 83(1991)-  47 04 46.04816(N)    090 43 41.79975(W)     ADJUSTED  
 SH0713* NAVD 88     -       211.0    (meters)     692.     (feet)  VERTCON   
 SH0713  ___________________________________________________________________
 SH0713  LAPLACE CORR-          -5.99  (seconds)                    DEFLEC99
 SH0713  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 SH0713
 SH0713  HORZ ORDER  -  SECOND
 SH0713
 SH0713.The horizontal coordinates were established by classical geodetic methods
 SH0713.and adjusted by the National Geodetic Survey in March 1999..
 SH0713
 SH0713.The NAVD 88 height was computed by applying the VERTCON shift value to
 SH0713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SH0713
 SH0713.The Laplace correction was computed from DEFLEC99 derived deflections.
 SH0713
 SH0713.The geoid height was determined by GEOID03.
 SH0713
 SH0713;                    North         East     Units Scale Factor Converg.
 SH0713;SPC WI N     -   212,865.711   544,689.061   MT  1.00007225   -0 31 31.3
 SH0713;SPC WI N     -   698,376.92  1,787,034.03   sFT  1.00007225   -0 31 31.3
 SH0713;UTM  15      - 5,216,498.198   672,449.562   MT  0.99996551   +1 39 50.4
 SH0713
 SH0713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SH0713!SPC WI N     -   0.99997178  x   1.00007225  =   1.00004403
 SH0713!UTM  15      -   0.99997178  x   0.99996551  =   0.99993730
 SH0713
 SH0713:                Primary Azimuth Mark                     Grid Az
 SH0713:SPC WI N     -  NORTH TWIN                               092 43 46.7
 SH0713:UTM  15      -  NORTH TWIN                               090 32 25.0
 SH0713
 SH0713|---------------------------------------------------------------------|
 SH0713| PID    Reference Object                     Distance      Geod. Az  |
 SH0713|                                                           dddmmss.s |
 SH0713| SH0710 NORTH TWIN                          APPROX.10.8 KM 0921215.4 |
 SH0713|---------------------------------------------------------------------|
 SH0713
 SH0713                          SUPERSEDED SURVEY CONTROL
 SH0713
 SH0713  NAD 83(1991)-  47 04 46.04783(N)    090 43 41.79799(W) AD(       ) 2
 SH0713  NAD 83(1986)-  47 04 46.03896(N)    090 43 41.79019(W) AD(       ) 2
 SH0713  NAD 27      -  47 04 46.28343(N)    090 43 41.09861(W) AD(       ) 2
 SH0713  NGVD 29 (07/19/86)  211.0    (m)          692.     (f) VERT ANG       
 SH0713
 SH0713.Superseded values are not recommended for survey control.
 SH0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SH0713.See file dsdata.txt to determine how the superseded data were derived.
 SH0713
 SH0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN7245016498(NAD 83)
 SH0713_MARKER: T = CHISELED TRIANGLE
 SH0713_SETTING: 0 = UNSPECIFIED SETTING
 SH0713_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SH0713
 SH0713  HISTORY     - Date     Condition        Report By
 SH0713  HISTORY     - 1978     MONUMENTED       NGS
 SH0713
 SH0713                          STATION DESCRIPTION
 SH0713
 SH0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 SH0713'THE STATION IS LOCATED ON DEVILS ISLAND ON LAKE SUPERIOR
 SH0713'ON THE DEVILS ISLAND LIGHTHOUSE THAT
 SH0713'IS MAINTAINED BY THE U.S. COAST GUARD, BAYFIELD, WISCONSIN.
 SH0713'
 SH0713'THE STATION WAS REACHED BY BOAT FROM BAYFIELD.
 SH0713'
 SH0713'THE STATION IS A CHISELED TRIANGLE WITH A PUNCH MARK NEAR THE
 SH0713'CENTER, ON THE OUTSIDE METAL WALKWAY FLOOR OF THE LIGHTHOUSE
 SH0713'ON THE SOUTH SIDE.  IT IS
 SH0713'1.901 METERS SOUTH FROM THE CENTER OF THE LIGHTHOUSE,
 SH0713'0.81 METER WEST FROM THE WEST LEG OF A LADDER,
 SH0713'0.35 METER EAST-NORTHEAST FROM A RAILING POST WITH DIII AT
 SH0713'THE BASE, AND
 SH0713'0.91 METER NORTH FROM THE SOUTH EDGE OF THE WALKWAY.
 SH0713'
 SH0713'HEIGHT OF LIGHT ABOVE THE STATION WAS 1.4 METERS.
 SH0713'
 SH0713'NO REFERENCE MARKS WERE ESTABLISHED.
 SH0713'
 SH0713'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SH0712 ***********************************************************************
 SH0712  DESIGNATION -  DEVILS ISLAND LIGHTHOUSE
 SH0712  PID         -  SH0712
 SH0712  STATE/COUNTY-  WI/ASHLAND
 SH0712  USGS QUAD   -  ROCKY ISLAND (1975)
 SH0712
 SH0712                         *CURRENT SURVEY CONTROL
 SH0712  ___________________________________________________________________
 SH0712* NAD 83(1991)-  47 04 46.10638(N)    090 43 41.77047(W)     ADJUSTED  
 SH0712* NAVD 88     -                                                        
 SH0712  ___________________________________________________________________
 SH0712  LAPLACE CORR-          -5.99  (seconds)                    DEFLEC99
 SH0712  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 SH0712
 SH0712  HORZ ORDER  -  THIRD
 SH0712
 SH0712.The horizontal coordinates were established by classical geodetic methods
 SH0712.and adjusted by the National Geodetic Survey in March 1999..
 SH0712
 SH0712
 SH0712.The Laplace correction was computed from DEFLEC99 derived deflections.
 SH0712
 SH0712.The geoid height was determined by GEOID03.
 SH0712
 SH0712;                    North         East     Units Scale Factor Converg.
 SH0712;SPC WI N     -   212,867.503   544,689.695   MT  1.00007226   -0 31 31.3
 SH0712;SPC WI N     -   698,382.80  1,787,036.11   sFT  1.00007226   -0 31 31.3
 SH0712;UTM  15      - 5,216,500.013   672,450.127   MT  0.99996551   +1 39 50.4
 SH0712
 SH0712                          SUPERSEDED SURVEY CONTROL
 SH0712
 SH0712  NAD 83(1991)-  47 04 46.10605(N)    090 43 41.76870(W) AD(       ) 4
 SH0712  NAD 83(1986)-  47 04 46.09718(N)    090 43 41.76091(W) AD(       ) 4
 SH0712  NAD 27      -  47 04 46.34165(N)    090 43 41.06932(W) AD(       ) 3
 SH0712
 SH0712.Superseded values are not recommended for survey control.
 SH0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SH0712.See file dsdata.txt to determine how the superseded data were derived.
 SH0712
 SH0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN7245016500(NAD 83)
 SH0712_MARKER: 13 = LIGHTHOUSE
 SH0712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SH0712+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2002
 SH0712
 SH0712  HISTORY     - Date     Condition        Report By
 SH0712  HISTORY     - 1978     FIRST OBSERVED   USCG
 SH0712  HISTORY     - 20020617 GOOD             USPSQD
 SH0712
 SH0712                          STATION DESCRIPTION
 SH0712
 SH0712'DESCRIBED BY US COAST GUARD 1978 (JRS)
 SH0712'THE STATION, DEVILS ISLAND LIGHTHOUSE, IS THE CENTER OF THE
 SH0712'ROTATING LIGHT NEAR THE TOP OF THE LIGHTHOUSE.  THE GLASS
 SH0712'ENCLOSURE OF THE CABIN SURROUNDING THE LIGHT IS COVERED
 SH0712'BY RED PLASTIC.  THE LIGHTHOUSE IS ON THE NORTH SIDE OF
 SH0712'DEVILS ISLAND ON LAKE SUPERIOR, PAINTED WHITE, AND AN
 SH0712'OVERALL HEIGHT OF APPROXIMATELY 65 FEET.
 SH0712
 SH0712                          STATION RECOVERY (2002)
 SH0712
 SH0712'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 SH0712'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1136 ***********************************************************************
 OM1136  DESIGNATION -  DEVILS LAKE
 OM1136  PID         -  OM1136
 OM1136  STATE/COUNTY-  WI/SAUK
 OM1136  USGS QUAD   -  BARABOO (1981)
 OM1136
 OM1136                         *CURRENT SURVEY CONTROL
 OM1136  ___________________________________________________________________
 OM1136* NAD 83(1991)-  43 25 13.17174(N)    089 44 19.27444(W)     ADJUSTED  
 OM1136* NAVD 88     -       430.     (meters)    1411.     (feet)  SCALED    
 OM1136  ___________________________________________________________________
 OM1136  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 OM1136  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 OM1136
 OM1136  HORZ ORDER  -  FIRST
 OM1136
 OM1136.The horizontal coordinates were established by classical geodetic methods
 OM1136.and adjusted by the National Geodetic Survey in November 1991..
 OM1136
 OM1136.The orthometric height was scaled from a topographic map.
 OM1136
 OM1136.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1136
 OM1136.The geoid height was determined by GEOID03.
 OM1136
 OM1136;                    North         East     Units Scale Factor Converg.
 OM1136;SPC WI S     -   157,817.720   621,160.408   MT  0.99993260   +0 10 46.4
 OM1136;SPC WI S     -   517,773.64  2,037,923.77   sFT  0.99993260   +0 10 46.4
 OM1136;UTM  16      - 4,811,136.352   278,296.956   MT  1.00020465   -1 52 59.5
 OM1136
 OM1136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1136!SPC WI S     -   0.99993808  x   0.99993260  =   0.99987068
 OM1136!UTM  16      -   0.99993808  x   1.00020465  =   1.00014272
 OM1136
 OM1136:                Primary Azimuth Mark                     Grid Az
 OM1136:SPC WI S     -  DEVILS LAKE AZ MK                        055 28 38.9
 OM1136:UTM  16      -  DEVILS LAKE AZ MK                        057 32 24.8
 OM1136
 OM1136|---------------------------------------------------------------------|
 OM1136| PID    Reference Object                     Distance      Geod. Az  |
 OM1136|                                                           dddmmss.s |
 OM1136| CI8531 DEVILS LAKE AZ MK                                  0553925.3 |
 OM1136| CI8532 DEVILS LAKE RM 1                     19.574 METERS 06825     |
 OM1136| OM1141 UNIVERSITY OF WISC MARK 1935         45.232 METERS 15416     |
 OM1136| CI8533 DEVILS LAKE RM 2                     32.208 METERS 34923     |
 OM1136| OM1137 BARABOO SAUK CO CTHSE TWR           APPROX. 5.6 KM 3560615.1 |
 OM1136| OM1135 BARABOO FIRST PRESB CH SPIRE        APPROX. 5.5 KM 3582652.4 |
 OM1136|---------------------------------------------------------------------|
 OM1136
 OM1136                          SUPERSEDED SURVEY CONTROL
 OM1136
 OM1136  NAD 83(1986)-  43 25 13.16422(N)    089 44 19.27961(W) AD(       ) 1
 OM1136  NAD 27      -  43 25 13.22100(N)    089 44 18.83200(W) AD(       ) 1
 OM1136
 OM1136.Superseded values are not recommended for survey control.
 OM1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1136.See file dsdata.txt to determine how the superseded data were derived.
 OM1136
 OM1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7829711136(NAD 83)
 OM1136_MARKER: DS = TRIANGULATION STATION DISK
 OM1136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1136
 OM1136  HISTORY     - Date     Condition        Report By
 OM1136  HISTORY     - 1935     MONUMENTED       CGS
 OM1136  HISTORY     - 1990     GOOD             USPSQD
 OM1136
 OM1136                          STATION DESCRIPTION
 OM1136
 OM1136'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 OM1136'STATION IS ABOUT 3 MILES SOUTH OF BARABOO ON THE WEST BLUFF
 OM1136'OF DEVILS LAKE ON LAND BELONGING TO DEVILS LAKE STATE PARK,
 OM1136'38 FEET SOUTHWEST OF BLAZED WHITE OAK TREE, 16 FEET EAST-NORTHEAST
 OM1136'OF TRIANGULAR-BLAZED WHITE OAK, 16 FEET SOUTHEAST OF SQUARE-BLAZED
 OM1136'8-INCH WHITE OAK, 70 FEET FROM WEST EDGE OF ROCK BLUFF OF
 OM1136'DEVILS LAKE, 22 FEET SOUTHWEST OF WHITE STAKE MARKED DEVILS
 OM1136'LAKE, 24 FEET WEST OF FOOT TRAIL ALONG BLUFF, 148.40 FEET
 OM1136'NORTHWEST OF UNIVERSITY OF WISCONSIN SURVEY MARK.  STATION
 OM1136'IS SURROUNDED BY THICK SECOND-GROWTH WHITE OAKS.  PROJECTS
 OM1136'3 INCHES.
 OM1136'
 OM1136'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 OM1136'TABLETS SET IN CONCRETE.
 OM1136'
 OM1136'AZ. MK. IS ON NORTHEAST SIDE OF DEVILS LAKE, ON EAST SIDE OF
 OM1136'ROAD 60 YARDS SOUTH OF CHICAGO NORTH WESTERN RAILROAD CROSSING,
 OM1136'39 FEET NORTHEAST OF NORTHEAST RAIL OF CHICAGO NORTH WESTERN
 OM1136'RAILROAD, ABOUT 60 YARDS NORTHEAST OF NORTHEAST SHORE OF
 OM1136'DEVILS LAKE, 2 FEET NORTHWEST OF 2-FOOT WILLOW TREE.  PROJECTS
 OM1136'1 INCH.  TO REACH FROM STATION GO WEST DOWN HILL ON WOODS
 OM1136'ROAD TO BLACK TOPPED MACADAM ROAD.  THENCE NORTH ON MACADAM
 OM1136'ROAD 0.8 MILE TO JUNCTION WITH STATE ROUTE 123, THENCE
 OM1136'SOUTHEAST 0.3 MILE TO DEVILS LAKE PARK ENTRANCE, THENCE FOLLOW
 OM1136'PARK MACADAM ROAD 1.1 MILES TO CHICAGO NORTH WESTERN
 OM1136'RAILROAD CROSSING.  MARK IS ABOUT 60 YARDS SOUTH OF
 OM1136'CROSSING.  MARK IS APPROXIMATELY 1.0 MILE NORTHEAST OF
 OM1136'STATION.
 OM1136'
 OM1136'R.M. NO. 1 IS NORTHEAST OF STATION ON WEST BLUFF OF DEVILS
 OM1136'LAKE, 37 FEET FROM EDGE OF ROCK BLUFF, 32 FEET EAST OF 10-INCH
 OM1136'BLAZED WHITE OAK TREE, 5 FEET SOUTHEAST OF FOOT PATH ALONG
 OM1136'BLUFF.  PROJECTS 5 INCHES.
 OM1136'
 OM1136'R.M. NO. 2 IS 112.75 FEET WEST OF R.M. NO. 1, 12 FEET NORTH
 OM1136'OF WOODS ROAD LEADING TO STATION, 12 FEET SOUTH OF THREE
 OM1136'8-INCH RED OAK TREES, 105.67 FEET NORTH NORTHWEST OF STATION.
 OM1136'PROJECTS 3 INCHES.
 OM1136'
 OM1136'TO REACH STATION GO SOUTH FROM THE SOUTHWEST CORNER OF THE
 OM1136'SQUARE IN BARABOO TO JUNCTION OF U.S. RT. NO. 12 AND STATE
 OM1136'ROUTE NO. 123 AT SHELL SERVICE STATION.  TURN EAST (LEFT) ON
 OM1136'ROUTE 123 AND GO EAST AND SOUTH 1.8 MILES TO JUNCTION WITH
 OM1136'STATE ROUTE NO. 159.  CONTINUE ON ROUTE 123, 0.1 MILE TO
 OM1136'ROAD FORKS.  LEAVE ROUTE 123 AND CONTINUE STRAIGHT AHEAD
 OM1136'ON BLACK TOPPED MACADAM UP HILL 0.8 MILE TO A DIM WOODS ROAD
 OM1136'UP HILL TO THE EAST JUST SOUTH OF A WEATHER-BEATEN HOUSE.
 OM1136'LEAVE MACADAM ROAD AND GO UP HILL ON WOODS ROAD 0.5 MILE TO
 OM1136'TOP OF BLUFF AND STATION.
 OM1136'
 OM1136'UNIVERSITY OF WISCONSIN SURVEY MARK IS CROSS ON OUT CROPPING
 OM1136'ROCK SURROUNDED BY A THREE INCH WIDE CIRCULAR WHITE PAINT
 OM1136'MARK.  THE CHISELED CROSS IS VERY DIM.  THE MARK IS 148.40
 OM1136'FEET SOUTHEAST OF THE STATION.
 OM1136'
 OM1136'A LIGHT 100 FEET ABOVE STATION BARABOO IS VISIBLE AT 64 FEET.
 OM1136'
 OM1136'A LIGHT 100 FEET ABOVE STATION DUNSE IS VISIBLE AT 50 FEET.
 OM1136'
 OM1136'A LIGHT 47 FEET ABOVE STATION MERRIMAC IS VISIBLE AT 50 FEET.
 OM1136'
 OM1136'A LIGHT 10 FEET ABOVE STATION S.E. BLUFF IS VISIBLE AT 50 FT.
 OM1136'
 OM1136'BOTH STATIONS MERRIMAC AND S.E. BLUFF WOULD BE VISIBLE GROUND
 OM1136'TO GROUND WITH SLIGHT LOCAL CLEARING.
 OM1136'
 OM1136'HEIGHT OF LIGHT ABOVE STATION MARK - 87 FT.
 OM1136
 OM1136                          STATION RECOVERY (1990)
 OM1136
 OM1136'RECOVERY NOTE BY US POWER SQUADRON 1990 (DAH)
 OM1136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0797 ***********************************************************************
 RM0797  DESIGNATION -  DEWEY
 RM0797  PID         -  RM0797
 RM0797  STATE/COUNTY-  WI/BAYFIELD
 RM0797  USGS QUAD   -  MT VALHALLA (1975)
 RM0797
 RM0797                         *CURRENT SURVEY CONTROL
 RM0797  ___________________________________________________________________
 RM0797* NAD 83(1991)-  46 41 26.52392(N)    091 07 20.39529(W)     ADJUSTED  
 RM0797* NAVD 88     -       398.     (meters)    1306.     (feet)  SCALED    
 RM0797  ___________________________________________________________________
 RM0797  LAPLACE CORR-          -8.76  (seconds)                    DEFLEC99
 RM0797  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 RM0797
 RM0797  HORZ ORDER  -  THIRD
 RM0797
 RM0797.The horizontal coordinates were established by classical geodetic methods
 RM0797.and adjusted by the National Geodetic Survey in March 1999..
 RM0797
 RM0797.The orthometric height was scaled from a topographic map.
 RM0797
 RM0797.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0797
 RM0797.The geoid height was determined by GEOID03.
 RM0797
 RM0797;                    North         East     Units Scale Factor Converg.
 RM0797;SPC WI N     -   170,000.019   514,152.545   MT  0.99998699   -0 48 34.6
 RM0797;SPC WI N     -   557,741.73  1,686,848.81   sFT  0.99998699   -0 48 34.6
 RM0797;UTM  15      - 5,172,505.912   643,571.003   MT  0.99985336   +1 21 59.5
 RM0797
 RM0797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0797!SPC WI N     -   0.99994249  x   0.99998699  =   0.99992949
 RM0797!UTM  15      -   0.99994249  x   0.99985336  =   0.99979586
 RM0797
 RM0797|---------------------------------------------------------------------|
 RM0797| PID    Reference Object                     Distance      Geod. Az  |
 RM0797|                                                           dddmmss.s |
 RM0797| CJ2433 DEWEY RM 1                           29.780 METERS 13508     |
 RM0797| CJ2434 DEWEY RM 2                           23.832 METERS 21931     |
 RM0797| CJ2432 DEWEY AZ MK                                        2565904.3 |
 RM0797|---------------------------------------------------------------------|
 RM0797
 RM0797                          SUPERSEDED SURVEY CONTROL
 RM0797
 RM0797  NAD 83(1991)-  46 41 26.52252(N)    091 07 20.39479(W) AD(       ) 3
 RM0797  NAD 83(1986)-  46 41 26.51608(N)    091 07 20.39057(W) AD(       ) 3
 RM0797  NAD 27      -  46 41 26.74700(N)    091 07 19.70700(W) AD(       ) 3
 RM0797
 RM0797.Superseded values are not recommended for survey control.
 RM0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0797.See file dsdata.txt to determine how the superseded data were derived.
 RM0797
 RM0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM4357172506(NAD 83)
 RM0797_MARKER: DS = TRIANGULATION STATION DISK
 RM0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0797
 RM0797  HISTORY     - Date     Condition        Report By
 RM0797  HISTORY     - 1953     MONUMENTED       CGS
 RM0797
 RM0797                          STATION DESCRIPTION
 RM0797
 RM0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 RM0797'STATION IS LOCATED IN THE CHEQUAMEGON NATIONAL FOREST, ABOUT
 RM0797'15 MILES NORTHEAST OF IRON RIVER, ABOUT 13 MILES NORTHWEST
 RM0797'OF ASHLAND, AND ABOUT 10 MILES WEST OF WASHBURN.  IT IS 42 FEET
 RM0797'NORTH OF THE APPROXIMATE CENTERLINE OF THE ROAD, AND 75 FEET
 RM0797'NORTH OF A TRIANGLE BLAZED TREE.  THE MARK PROJECTS 8 INCHES
 RM0797'AND THE DISK IS STAMPED DEWEY 1953.
 RM0797'
 RM0797'REFERENCE MARK NO. 1 IS 16 FEET SOUTH OF THE ROAD, AND 70 FEET
 RM0797'EAST OF A TRIANGLE BLAZEE TREE.  THE MARK PROJECTS 6 INCHES AND
 RM0797'THE DISK IS STAMPED DEWEY NO 1 1953.
 RM0797'
 RM0797'REFERENCE MARK NO. 2 IS 17 FEET SOUTH OF THE ROAD, AND 51 FEET
 RM0797'WEST OF A TRIANGLE BLAZED TREE.  THE MARK PROJECTS 6 INCHES
 RM0797'AND THE DISK IS STAMPED DEWEY NO 2 1953.
 RM0797'
 RM0797'AZIMUTH MARK IS 20 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 RM0797'OF THE ROAD, THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 RM0797'DEWEY 1953.
 RM0797'
 RM0797'TO REACH FROM THE JUNCTION OF STATE HIGHWAY NO 13 AND COUNTY
 RM0797'ROUTE C IN THE SOUTHWEST EDGE OF WASHBURN, GO NORTHWEST AND
 RM0797'WESTERLY ON COUNTY ROUTE C FOR 10.5 MILES TO WHERE COUNTY
 RM0797'ROUTE C CURVES RIGHT AND GRADED ROAD GOES STRAIGHT AHEAD.
 RM0797'CONTINUE STRAIGHT AHEAD ON GRAVELED ROAD FOR 2.8 MILES TO
 RM0797'STARTING OF PAVEMENT.  CONTINUE STRAIGHT AHEAD ON PAVEMENT
 RM0797'FOR 2.25 MILES TO CROSSROAD AT PAVEMENTS END AND BRINKS GUARD
 RM0797'STATION ON RIGHT.  CONTINUE STRAIGHT AHEAD ON GRADED ROAD FOR
 RM0797'0.25 MILE TO FORKS AND SIGN LONG LAKE 9 STATE HIGHWAY 2 13.
 RM0797'TAKE LEFT FORK AND GO SOUTH AND SOUTHEAST FOR 1.35 MILES
 RM0797'TO A SIDE ROAD LEFT.  TURN LEFT AND GO EAST FOR 1.3 MILES
 RM0797'TO AZIMUTH MARK ON RIGHT.  CONTINUE STRAIGHT AHEAD (EAST)
 RM0797'FOR 0.2 MILE TO A TRIANGLE BLAZED TREE ON RIGHT AND
 RM0797'STATION ON LEFT AS DESCRIBED.
 RM0797'
 RM0797'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0572 ***********************************************************************
 QN0572  DESIGNATION -  DEWEY
 QN0572  PID         -  QN0572
 QN0572  STATE/COUNTY-  WI/DUNN
 QN0572  USGS QUAD   -  WHEELER (1975)
 QN0572
 QN0572                         *CURRENT SURVEY CONTROL
 QN0572  ___________________________________________________________________
 QN0572* NAD 83(1991)-  45 00 41.99010(N)    091 52 30.99875(W)     ADJUSTED  
 QN0572* NAVD 88     -       298.5    (meters)     979.     (feet)  VERTCON   
 QN0572  ___________________________________________________________________
 QN0572  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 QN0572  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 QN0572
 QN0572  HORZ ORDER  -  SECOND
 QN0572
 QN0572.The horizontal coordinates were established by classical geodetic methods
 QN0572.and adjusted by the National Geodetic Survey in March 1999..
 QN0572
 QN0572.The NAVD 88 height was computed by applying the VERTCON shift value to
 QN0572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QN0572
 QN0572.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0572
 QN0572.The geoid height was determined by GEOID03.
 QN0572
 QN0572;                    North         East     Units Scale Factor Converg.
 QN0572;SPC WI C     -   132,642.044   452,191.804   MT  0.99994349   -1 19 23.3
 QN0572;SPC WI C     -   435,176.44  1,483,565.94   sFT  0.99994349   -1 19 23.3
 QN0572;UTM  15      - 4,984,861.380   588,627.362   MT  0.99969658   +0 47 43.8
 QN0572
 QN0572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0572!SPC WI C     -   0.99995801  x   0.99994349  =   0.99990151
 QN0572!UTM  15      -   0.99995801  x   0.99969658  =   0.99965461
 QN0572
 QN0572|---------------------------------------------------------------------|
 QN0572| PID    Reference Object                     Distance      Geod. Az  |
 QN0572|                                                           dddmmss.s |
 QN0572| CJ4842 DEWEY RM 2                           12.345 METERS 01608     |
 QN0572| CJ4841 DEWEY RM 1                           11.165 METERS 16139     |
 QN0572|---------------------------------------------------------------------|
 QN0572
 QN0572                          SUPERSEDED SURVEY CONTROL
 QN0572
 QN0572  NAD 83(1991)-  45 00 41.98741(N)    091 52 30.99871(W) AD(       ) 2
 QN0572  NAD 83(1986)-  45 00 41.98265(N)    091 52 31.00899(W) AD(       ) 2
 QN0572  NAD 27      -  45 00 42.11723(N)    091 52 30.37653(W) AD(       ) 2
 QN0572  NGVD 29 (07/19/86)  298.5    (m)          979.     (f) VERT ANG       
 QN0572
 QN0572.Superseded values are not recommended for survey control.
 QN0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0572.See file dsdata.txt to determine how the superseded data were derived.
 QN0572
 QN0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK8862784861(NAD 83)
 QN0572_MARKER: DD = SURVEY DISK
 QN0572_SETTING: 0 = UNSPECIFIED SETTING
 QN0572
 QN0572  HISTORY     - Date     Condition        Report By
 QN0572  HISTORY     - 1972     MONUMENTED       USGS
 QN0572  HISTORY     - 20051018 MARK NOT FOUND   USPSQD
 QN0572
 QN0572                          STATION DESCRIPTION
 QN0572
 QN0572'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (JSA)
 QN0572'STATION IS ABOUT 1.5 MI. E. AND 2.3 MI. S. OF WHEELER, AT JUNCTION
 QN0572'OF HIGHWAYS 25 AND 170, T. 29 N., R. 12 W., ABOUT 0.15 MI. N. OF
 QN0572'QUARTER CORNER BETWEEN SECS. 7 AND 8.
 QN0572'
 QN0572'TO REACH FROM JUNCTION OF STATE HIGHWAYS 25 AND 170 IN WHEELER, GO
 QN0572'SE. 1.5 MI. ON HWY. 25 TO COUNTY ROAD G, THEN GO E. AND S. 1.7 MI.
 QN0572'ON COUNTY ROAD G TO FARMHOUSE ON RIGHT, AND STATION ON LEFT.
 QN0572'
 QN0572'STATION MARK STAMPED ET DEWEY 1972 IS 65 FT. S. AND 15 FT. E. OF
 QN0572'CENTER LINE RD. AT DRIVE W. AND 16 FT. W. OF E. R/W FENCE.
 QN0572'
 QN0572'REFERENCE MARK NO. 1 IS ABOUT 37 FT. SSE. OF STATION, 100 FT. S. AND
 QN0572'27 FT. E. OF CENTER LINE ROAD AT DRIVE W. AND 4 FT. W.
 QN0572'OF E. R/W FENCE.
 QN0572'
 QN0572'REFERENCE MARK NO. 2 IS ABOUT 41 FT. NNE. OF STA., 26 FT. S. AND
 QN0572'27 FT. E. OF CENTER LINE RD. AT DRIVE W. AND 5 FT. W. OF E. R/W FE.
 QN0572'
 QN0572'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2-IN. COPPER COATED
 QN0572'RODS, CENTERED IN 6-IN. DIAMETER PLASTIC PIPE, 12 IN. LONG AND
 QN0572'FILLED WITH GRAVEL WITHIN 1 IN. OF CAP.  STATION AND REFERENCE
 QN0572'MARKS ARE FLUSH WITH GROUND.
 QN0572'
 QN0572'STANDARD BRACED TRIPOD USED.
 QN0572
 QN0572                          STATION RECOVERY (2005)
 QN0572
 QN0572'RECOVERY NOTE BY US POWER SQUADRON 2005 (DRB)
 QN0572'THE STATION AND REFERENCE MARKS WERE NOT FOUND.  THEY WERE SEARCH FOR
 QN0572'WITH PROBING AND A METAL DETECTOR BUT NOT FOUND.  NOTE-- THE DRIVE
 QN0572'REFERENCED IN THE 1972 DESCRIPTION IS AT -- N9165-- AND THERE IS AN
 QN0572'ORANGE FIBERGLASS WITNESS POST PRESENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0556 ***********************************************************************
 PO0556  DESIGNATION -  DEXTER
 PO0556  PID         -  PO0556
 PO0556  STATE/COUNTY-  WI/WOOD
 PO0556  USGS QUAD   -  PITTSVILLE (1984)
 PO0556
 PO0556                         *CURRENT SURVEY CONTROL
 PO0556  ___________________________________________________________________
 PO0556* NAD 83(1991)-  44 22 47.38650(N)    090 09 32.32008(W)     ADJUSTED  
 PO0556* NAVD 88     -       311.2    (meters)    1021.     (feet)  VERTCON   
 PO0556  ___________________________________________________________________
 PO0556  LAPLACE CORR-          -5.44  (seconds)                    DEFLEC99
 PO0556  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 PO0556
 PO0556  HORZ ORDER  -  FIRST
 PO0556
 PO0556.The horizontal coordinates were established by classical geodetic methods
 PO0556.and adjusted by the National Geodetic Survey in November 1991..
 PO0556
 PO0556.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0556
 PO0556.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0556
 PO0556.The geoid height was determined by GEOID03.
 PO0556
 PO0556;                    North         East     Units Scale Factor Converg.
 PO0556;SPC WI C     -    60,738.023   587,330.910   MT  0.99997799   -0 06 43.8
 PO0556;SPC WI C     -   199,271.33  1,926,934.83   sFT  0.99997799   -0 06 43.8
 PO0556;UTM  15      - 4,917,987.169   726,320.423   MT  1.00022996   +1 59 16.4
 PO0556
 PO0556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0556!SPC WI C     -   0.99995662  x   0.99997799  =   0.99993461
 PO0556!UTM  15      -   0.99995662  x   1.00022996  =   1.00018657
 PO0556
 PO0556:                Primary Azimuth Mark                     Grid Az
 PO0556:SPC WI C     -  PITTSVILLE MUN TANK                      021 43 34.3
 PO0556:UTM  15      -  PITTSVILLE MUN TANK                      019 37 34.1
 PO0556
 PO0556|---------------------------------------------------------------------|
 PO0556| PID    Reference Object                     Distance      Geod. Az  |
 PO0556|                                                           dddmmss.s |
 PO0556| PO0555 PITTSVILLE MUN TANK                 APPROX. 7.0 KM 0213650.5 |
 PO0556| PN1134 VESPER MUN TANK                     APPROX.19.3 KM 0542929.4 |
 PO0556| CJ4843 DEXTER RM 1                         107.519 METERS 26400     |
 PO0556| CJ4844 DEXTER RM 2                          66.418 METERS 32225     |
 PO0556|---------------------------------------------------------------------|
 PO0556
 PO0556                          SUPERSEDED SURVEY CONTROL
 PO0556
 PO0556  NAD 83(1986)-  44 22 47.38429(N)    090 09 32.32752(W) AD(       ) 1
 PO0556  NAD 27      -  44 22 47.51520(N)    090 09 31.84816(W) AD(       ) 1
 PO0556  NGVD 29 (07/19/86)  311.2    (m)         1021.     (f) VERT ANG       
 PO0556
 PO0556.Superseded values are not recommended for survey control.
 PO0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0556.See file dsdata.txt to determine how the superseded data were derived.
 PO0556
 PO0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK2632017987(NAD 83)
 PO0556_MARKER: DH = HORIZONTAL CONTROL DISK
 PO0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0556_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PO0556_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PO0556
 PO0556  HISTORY     - Date     Condition        Report By
 PO0556  HISTORY     - 1981     MONUMENTED       NGS
 PO0556
 PO0556                          STATION DESCRIPTION
 PO0556
 PO0556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 PO0556'THE STATION IS LOCATED ABOUT 32.2 KM (20 MI) SOUTHEAST OF
 PO0556'MARSHFIELD, 26.6 KM (16-1/2 MI) WEST-SOUTHWEST OF WISCONSIN
 PO0556'RAPIDS, 12.1 KM (7-1/2 MI) NORTHWEST OF BABCOCK, AND IN THE
 PO0556'NW1/4,S21,T22N,R3E OF DEXTER TOWNSHIP.
 PO0556'OWNERSHIP--JOHN MAEDER, 6941 NAZEECHA AVENUE, WISCONSIN
 PO0556'RAPIDS, WI 54494, TELEPHONE (715) 887-3198.
 PO0556'
 PO0556'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 54
 PO0556'AND 80 IN DEXTERVILLE, GO WEST ON STATE HIGHWAY 54 FOR
 PO0556'4.0 KM (2.5 MI) TO A CROSSROAD.  COUNTY ROAD X ON THE RIGHT AND
 PO0556'GOOSE LANE ON THE LEFT.  TURN LEFT GO SOUTH ABOUT 100 FEET
 PO0556'TO A DRIVEWAY ON THE LEFT.  TURN LEFT AND GO EAST ON THE
 PO0556'DRIVEWAY FOR 0.1 KM (0.05 MI) TO THE STATION AT THE NORTHEAST
 PO0556'CORNER OF THE BARN.
 PO0556'
 PO0556'THE STATION IS A STANDARD NGS DISK
 PO0556'STAMPED---DEXTER 1981---,
 PO0556'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PO0556'RECESSED 40 CM BELOW THE GROUND.  IT IS LOCATED
 PO0556'7.92 METERS (26.0 FT) NORTH-NORTHEAST FROM THE NORTHEAST CORNER
 PO0556'OF THE BARN AND
 PO0556'7.56 METERS (24.8 FT) NORTH-NORTHEAST FROM A METAL WITNESS POST.
 PO0556'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 PO0556'STAMPED---DEXTER 1981---,
 PO0556'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 PO0556'
 PO0556'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 PO0556'STAMPED---DEXTER NO 1 1981---,
 PO0556'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PO0556'RECESSED 12 CM BELOW THE GROUND.  IT IS LOCATED
 PO0556'9.8 METERS (32.15 FT) WEST FROM THE CENTER OF GOOSE LANE,
 PO0556'4.69 METERS (15.4 FT) SOUTH FROM A POWER POLE AND
 PO0556'0.50 METER (1.64 FT) NORTH FROM A METAL WITNESS POST.
 PO0556'MARK IS BELOW STATION 1.2 METERS.
 PO0556'
 PO0556'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 PO0556'STAMPED---DEXTER NO 2 1981---,
 PO0556'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PO0556'RECESSED 4 CM BELOW THE GROUND.  IT IS LOCATED
 PO0556'56.39 METERS (185.0 FT) EAST FROM THE CENTER OF COUNTY ROAD X AND
 PO0556'7.65 METERS (25.1 FT) NORTH FROM THE CENTER OF STATE HIGHWAY 80.
 PO0556'MARK IS BELOW STATION 3 METERS.
 PO0556'
 PO0556'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 28.5 METERS.
 PO0556'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP2443 ***********************************************************************
 PP2443  DESIGNATION -  DIAMOND
 PP2443  PID         -  PP2443
 PP2443  STATE/COUNTY-  WI/PIERCE
 PP2443  USGS QUAD   -  DIAMOND BLUFF WEST (1992)
 PP2443
 PP2443                         *CURRENT SURVEY CONTROL
 PP2443  ___________________________________________________________________
 PP2443* NAD 83(1991)-  44 40 08.54636(N)    092 39 52.62831(W)     ADJUSTED  
 PP2443* NAVD 88     -       307.9    (meters)    1010.     (feet)  VERTCON   
 PP2443  ___________________________________________________________________
 PP2443  LAPLACE CORR-          -5.53  (seconds)                    DEFLEC99
 PP2443  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 PP2443
 PP2443  HORZ ORDER  -  SECOND
 PP2443
 PP2443.The horizontal coordinates were established by classical geodetic methods
 PP2443.and adjusted by the National Geodetic Survey in March 1999..
 PP2443
 PP2443.The NAVD 88 height was computed by applying the VERTCON shift value to
 PP2443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PP2443
 PP2443.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP2443
 PP2443.The geoid height was determined by GEOID03.
 PP2443
 PP2443;                    North         East     Units Scale Factor Converg.
 PP2443;SPC WI C     -    96,328.535   388,746.321   MT  0.99994721   -1 52 48.3
 PP2443;SPC WI C     -   316,037.87  1,275,411.89   sFT  0.99994721   -1 52 48.3
 PP2443;SPC MN S     -   286,314.828   905,882.433   MT  0.99992630   +0 56 09.6
 PP2443;UTM  15      - 4,946,240.781   526,584.886   MT  0.99960869   +0 14 08.8
 PP2443
 PP2443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP2443!SPC WI C     -   0.99995641  x   0.99994721  =   0.99990362
 PP2443!SPC MN S     -   0.99995641  x   0.99992630  =   0.99988271
 PP2443!UTM  15      -   0.99995641  x   0.99960869  =   0.99956511
 PP2443
 PP2443:                Primary Azimuth Mark                     Grid Az
 PP2443:SPC WI C     -  REDWING ATT TWR                          148 19 48.8
 PP2443:SPC MN S     -  REDWING ATT TWR                          145 30 50.9
 PP2443:UTM  15      -  REDWING ATT TWR                          146 12 51.7
 PP2443
 PP2443|---------------------------------------------------------------------|
 PP2443| PID    Reference Object                     Distance      Geod. Az  |
 PP2443|                                                           dddmmss.s |
 PP2443| PP2427 REDWING ATT TWR                     APPROX.21.0 KM 1462700.5 |
 PP2443| PP2429 WELCH CHURCH SPIRE                  APPROX. 9.2 KM 2140747.9 |
 PP2443|---------------------------------------------------------------------|
 PP2443
 PP2443                          SUPERSEDED SURVEY CONTROL
 PP2443
 PP2443  NAD 83(1991)-  44 40 08.53889(N)    092 39 52.62753(W) AD(       ) 2
 PP2443  NAD 83(1986)-  44 40 08.53772(N)    092 39 52.62871(W) AD(       ) 2
 PP2443  NAD 27      -  44 40 08.64299(N)    092 39 51.91810(W) AD(       ) 2
 PP2443  NGVD 29 (07/19/86)  307.9    (m)         1010.     (f) VERT ANG       
 PP2443
 PP2443.Superseded values are not recommended for survey control.
 PP2443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2443.See file dsdata.txt to determine how the superseded data were derived.
 PP2443
 PP2443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2658546241(NAD 83)
 PP2443_MARKER: P = PIPE CAP
 PP2443_SETTING: 0 = UNSPECIFIED SETTING
 PP2443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP2443
 PP2443  HISTORY     - Date     Condition        Report By
 PP2443  HISTORY     - 1895     MONUMENTED       MRC
 PP2443  HISTORY     - 1931     SEE DESCRIPTION  CGS
 PP2443  HISTORY     - 1964     GOOD             CGS
 PP2443  HISTORY     - 1972     GOOD             MNDT
 PP2443
 PP2443                          STATION DESCRIPTION
 PP2443
 PP2443'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 PP2443'ON BROW OF BLUFF AT SOUTHEAST CORNER OF TIMBER, ABOUT 2 MILES
 PP2443'ABOVE DIAMOND BLUFF, ABOUT ONE-FOURTH MILE BELOW MILEPOST
 PP2443'ON CHICAGO, BURLINGTON AND QUINCY RAILROAD MARKED 31 MILES TO
 PP2443'ST. PAUL, ON PROPERTY OWNED BY J.E. MORGAN, IN CLEARING ABOUT
 PP2443'15 METERS (49 FEET) WEST OF UPPER RIVER CORNER OF CULTIVATED
 PP2443'FIELD, AND ABOUT 10 METERS (33 FEET) WEST OF NORTH-AND-SOUTH
 PP2443'FENCE LINE BETWEEN CULTIVATED FIELD AND TIMBER.  TO REACH
 PP2443'FROM DIAMOND BLUFF RAILROAD STATION, GO NORTHWEST 2-1/2 MILES
 PP2443'ON ROUTE E TO ROAD ON LEFT OPPOSITE SIGN SCHOOL ZONE, TURN
 PP2443'LEFT ACROSS CONCRETE CULVERT, CONTINUE ONE-FOURTH MILE TO
 PP2443'MORGANS FARM AT TOP OF RIDGE, PASS WINDMILL IN BARNYARD,
 PP2443'CONTINUE THROUGH GATE AT NORTHWEST CORNER OF OLD BARN,
 PP2443'FOLLOW FARM ROAD SOUTHWEST TO GATE AT CORNER OF
 PP2443'CORNFIELD, PROCEED SOUTH TO ROAD ON RIGHT, FOLLOW THIS ROAD
 PP2443'TO END OF TRUCK TRAVEL AT TIMBER LINE, AND PROCEED
 PP2443'SOUTHWEST 30 METERS (98 FEET) TO STATION SITE.  MARKED BY
 PP2443'STANDARD MARK OF MISSISSIPPI RIVER COMMISSION, BRASS CAP ON
 PP2443'STEEL PIPE ABOVE AND COPPER BOLT IN TILE BELOW.
 PP2443'PIPE PROJECTS 18 INCHES ABOVE SURFACE OF GROUND.  BEARING
 PP2443'FROM STATION TO WELCH, CATHOLIC CHURCH, SPIRE, IS
 PP2443'S 34 DEG 08 MIN W.  AND TO BLAZED 12-INCH BLACK OAK, DISTANT 13.7
 PP2443'METERS (45 FEET), N 65 17 MIN E.
 PP2443
 PP2443                          STATION RECOVERY (1964)
 PP2443
 PP2443'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (OCO)
 PP2443'STATION MARK RECOVERED AS DESCRIBED.  ADDITIONS AND CORRECTIONS
 PP2443'FOLLOW--STATION IS LOCATED IN THE NE 1/4, SECTION 10, T25N,
 PP2443'R19W.  TO REACH DESCRIPTION IS ADEQUATE.
 PP2443
 PP2443                          STATION RECOVERY (1972)
 PP2443
 PP2443'RECOVERY NOTE BY MN DEPT OF TRANSP 1972
 PP2443'STATION MARK RECOVERED IN GOOD CONDITION AS DESCRIBED.
 PP2443'
 PP2443'HEIGHT OF LIGHT ABOVE STATION MARK 5.20 FEET.
 PP2443'
 PP2443'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PP2443'10.0 MILES NW OF RED WING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0630 ***********************************************************************
 PO0630  DESIGNATION -  DIAMOND
 PO0630  PID         -  PO0630
 PO0630  STATE/COUNTY-  WI/EAU CLAIRE
 PO0630  USGS QUAD   -  AUGUSTA EAST (1984)
 PO0630
 PO0630                         *CURRENT SURVEY CONTROL
 PO0630  ___________________________________________________________________
 PO0630* NAD 83(1991)-  44 39 50.36648(N)    091 06 46.28613(W)     ADJUSTED  
 PO0630* NAVD 88     -       343.9    (meters)    1128.     (feet)  VERTCON   
 PO0630  ___________________________________________________________________
 PO0630  LAPLACE CORR-          -7.01  (seconds)                    DEFLEC99
 PO0630  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 PO0630
 PO0630  HORZ ORDER  -  SECOND
 PO0630
 PO0630.The horizontal coordinates were established by classical geodetic methods
 PO0630.and adjusted by the National Geodetic Survey in November 1991..
 PO0630
 PO0630.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0630
 PO0630.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0630
 PO0630.The geoid height was determined by GEOID03.
 PO0630
 PO0630;                    North         East     Units Scale Factor Converg.
 PO0630;SPC WI C     -    92,905.768   511,750.791   MT  0.99994753   -0 47 06.7
 PO0630;SPC WI C     -   304,808.34  1,678,969.05   sFT  0.99994753   -0 47 06.7
 PO0630;UTM  15      - 4,947,357.313   649,602.821   MT  0.99987523   +1 19 36.5
 PO0630
 PO0630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0630!SPC WI C     -   0.99995105  x   0.99994753  =   0.99989859
 PO0630!UTM  15      -   0.99995105  x   0.99987523  =   0.99982629
 PO0630
 PO0630|---------------------------------------------------------------------|
 PO0630| PID    Reference Object                     Distance      Geod. Az  |
 PO0630|                                                           dddmmss.s |
 PO0630| CJ4845 DIAMOND RM 1                         44.501 METERS 08713     |
 PO0630| PO0625 FAIRCHILD TV STA WEAU MAST          APPROX.12.0 KM 0900423.2 |
 PO0630| CJ4846 DIAMOND RM 2                         39.816 METERS 18047     |
 PO0630| PO0629 AUGUSTA MUN TANK                    APPROX. 1.9 KM 3431900.5 |
 PO0630|---------------------------------------------------------------------|
 PO0630
 PO0630                          SUPERSEDED SURVEY CONTROL
 PO0630
 PO0630  NAD 83(1986)-  44 39 50.36299(N)    091 06 46.29971(W) AD(       ) 2
 PO0630  NAD 27      -  44 39 50.50085(N)    091 06 45.74992(W) AD(       ) 2
 PO0630  NGVD 29 (07/19/86)  343.9    (m)         1128.     (f) VERT ANG       
 PO0630
 PO0630.Superseded values are not recommended for survey control.
 PO0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0630.See file dsdata.txt to determine how the superseded data were derived.
 PO0630
 PO0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK4960347357(NAD 83)
 PO0630_MARKER: DD = SURVEY DISK
 PO0630_SETTING: 0 = UNSPECIFIED SETTING
 PO0630
 PO0630  HISTORY     - Date     Condition        Report By
 PO0630  HISTORY     - 1967     MONUMENTED       USGS
 PO0630
 PO0630                          STATION DESCRIPTION
 PO0630
 PO0630'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JFS)
 PO0630'STATION IS LOCATED ABOUT 1.0 MI S.-SE. OF AUGUSTA, NEAR CENTER
 PO0630'OF NE. QUARTER SEC. 9, T. 25 N., R. 6 W., ON LAND OWNED AND
 PO0630'OCCUPIED BY MR. DONAL ERDMAN, ON CREST OF A HIGH PROMINENT RIDGE
 PO0630'ABOUT 0.3 MI W.-SW. OF MR. ERDMANS RESIDENCE.
 PO0630'
 PO0630'TO REACH THE STATION FROM THE AUGUSTA POST OFFICE, GO ONE BLOCK
 PO0630'NE. TO U.S. HWY. 12, TURN RIGHT AND GO -.9 MI SE. ON HWY. 12 TO
 PO0630'JCT. OF COUNTY HWY. M, TURN RIGHT ON HWY. M AND GO S. FOR 0.7 MI
 PO0630'TO DRIVE W. TO MR. ERDMANS RESIDENCE, TURN RIGHT AND GO W. ON
 PO0630'DRIVE 0.1 MI TO HIS RESIDENCE, THEN DRIVE W.-SW. ACROSS PASTURE
 PO0630'TO TOP OF RIDGE AND STATION.
 PO0630'
 PO0630'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED DIAMOND
 PO0630'1967 CRIMPED ON 10 FT LENGTHS OF COPPER WELD ROD DRIVEN TO REFUSAL
 PO0630'IN BEDROCK AND SET IN 6 IN. BRICK TILE FILLED WITH GRAVEL.  NO
 PO0630'AZIMUTH MARK WAS SET.
 PO0630'
 PO0630'STATION MARK IS ON CREST OF BARE RIDGE RUNNING EASTERLY, ABOUT
 PO0630'300 FT W. OF GROUP OF SMALL PINES OFF THE END OF RIDGE, ABOUT 200
 PO0630'FT S. OF A ROCKY POINT WITH SMALL SCRUB PINE, 890 FT NE. OF A
 PO0630'T-FENCE W. AND ABOUT 5 IN. BELOW GROUND SURFACE.
 PO0630'
 PO0630'REFERENCE MARK NO. 1 IS 44.501 M. (146.00 FT) E.-NE. OF STATION,
 PO0630'AT TOP OF SLOPE OF N. SIDE OF RIDGE, 1 FT SW. OF A METAL WITNESS
 PO0630'POST AND ABOUT FLUSH WITH THE GROUND.
 PO0630'
 PO0630'REFERENCE MARK NO. 2 IS 39.816 M. (130.63 FT) S. OF STATION, AT
 PO0630'TOP OF S. SLOPE OF RIDGE, 1 FT N. OF A METAL WITNESS POST AND
 PO0630'ABOUT FLUSH WITH THE GROUND.
 PO0630'
 PO0630'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0933 ***********************************************************************
 NJ0933  DESIGNATION -  DICKEYSVILLE
 NJ0933  PID         -  NJ0933
 NJ0933  STATE/COUNTY-  WI/GRANT
 NJ0933  USGS QUAD   -  KIELER (1972)
 NJ0933
 NJ0933                         *CURRENT SURVEY CONTROL
 NJ0933  ___________________________________________________________________
 NJ0933* NAD 83(1991)-  42 37 21.63246(N)    090 35 25.37033(W)     ADJUSTED  
 NJ0933* NAVD 88     -       302.     (meters)     991.     (feet)  SCALED    
 NJ0933  ___________________________________________________________________
 NJ0933  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 NJ0933  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 NJ0933
 NJ0933  HORZ ORDER  -  FIRST
 NJ0933
 NJ0933.The horizontal coordinates were established by classical geodetic methods
 NJ0933.and adjusted by the National Geodetic Survey in March 1999..
 NJ0933
 NJ0933.The orthometric height was scaled from a topographic map.
 NJ0933
 NJ0933.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0933
 NJ0933.The geoid height was determined by GEOID03.
 NJ0933
 NJ0933;                    North         East     Units Scale Factor Converg.
 NJ0933;SPC WI S     -    69,345.922   551,565.504   MT  1.00002415   -0 24 20.3
 NJ0933;SPC WI S     -   227,512.41  1,809,594.49   sFT  1.00002415   -0 24 20.3
 NJ0933;SPC IA N     - 1,128,809.804 1,738,639.674   MT  0.99994567   +1 58 19.1
 NJ0933;UTM  15      - 4,721,729.627   697,606.548   MT  1.00008044   +1 37 56.1
 NJ0933
 NJ0933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0933!SPC WI S     -   0.99995777  x   1.00002415  =   0.99998191
 NJ0933!SPC IA N     -   0.99995777  x   0.99994567  =   0.99990344
 NJ0933!UTM  15      -   0.99995777  x   1.00008044  =   1.00003820
 NJ0933
 NJ0933|---------------------------------------------------------------------|
 NJ0933| PID    Reference Object                     Distance      Geod. Az  |
 NJ0933|                                                           dddmmss.s |
 NJ0933| CI8542 DICKEYSVILLE RM 1                                  02842     |
 NJ0933| NJ0871 PLATTEVILLE PIONEER S T C STK       APPROX.15.1 KM 0343339.4 |
 NJ0933| NJ0868 PLATTEVILLE RAD STA WSWW MAST       APPROX.16.7 KM 0343859.2 |
 NJ0933| NJ0872 PLATTEVILLE WATER WORKS TANK        APPROX.15.5 KM 0351711.9 |
 NJ0933| NJ0870 PLATTEVILLE ST MARYS CH SPIRE       APPROX.15.7 KM 0354825.3 |
 NJ0933| NJ0869 PLATTEVILLE FIRST CONG CH           APPROX.15.5 KM 0360751.0 |
 NJ0933| CI8544 DICKEYSVILLE RM 3                    30.587 METERS 08028     |
 NJ0933| NJ0860 CUBA CITY CHURCH SPIRE              APPROX.13.1 KM 0970915.3 |
 NJ0933| NJ0859 CUBA CITY MUNICIPAL TANK            APPROX.13.3 KM 0974743.7 |
 NJ0933| CI8543 DICKEYSVILLE RM 2                    21.248 METERS 15012     |
 NJ0933| NJ0931 SINSINAWA ST JOSEPHS CH SPIRE       APPROX.11.3 KM 1553125.0 |
 NJ0933| CI8541 DICKEYSVILLE AZ MK                                 1574805.1 |
 NJ0933| CI8545 DICKEYSVILLE RM 4                    22.188 METERS 17114     |
 NJ0933| NJ0932 DICKEYSVILLE MUNICIPAL TANK          26.689 METERS 17653     |
 NJ0933| NJ0889 ST CATHERINE CH SPIRE               APPROX.24.1 KM 1801836.2 |
 NJ0933| NJ0895 DUBUQUE MUNICIPAL STANDPIPE         APPROX.15.9 KM 2093640.9 |
 NJ0933| NJ0894 DUBUQUE UNIV OF DUBUQUE STACK       APPROX.16.2 KM 2110200.0 |
 NJ0933| NJ0938 DUBUQUE ST MARYS ORPHANAGE TK       APPROX.11.9 KM 2111233.1 |
 NJ0933| NJ0944 DUBUQUE SR HIGH SCHOOL DOME         APPROX.15.6 KM 2131938.0 |
 NJ0933| CI8546 DICKEYSVILLE RM 5                    14.972 METERS 28049     |
 NJ0933| NJ0946 RUPP RESET                          APPROX.11.1 KM 3104008.2 |
 NJ0933| NJ0947 TENNYSON MUNICIPAL STANDPIPE        APPROX.11.0 KM 3110537.1 |
 NJ0933| NJ0930 DICKEYSVILLE HOLY GHOST CHURCH      APPROX. 0.7 KM 3243520.3 |
 NJ0933| NJ0921 LANCASTER ST CLEMENTS CATH CH       APPROX.26.9 KM 3381422.2 |
 NJ0933| NJ0922 LANCASTER CO COURTHOUSE DOME        APPROX.26.8 KM 3383516.7 |
 NJ0933| NJ0918 LANCASTER CO HOSP AND HOME TK       APPROX.23.9 KM 3410552.4 |
 NJ0933|---------------------------------------------------------------------|
 NJ0933
 NJ0933                          SUPERSEDED SURVEY CONTROL
 NJ0933
 NJ0933  NAD 83(1991)-  42 37 21.62907(N)    090 35 25.36848(W) AD(       ) 1
 NJ0933  NAD 83(1986)-  42 37 21.62707(N)    090 35 25.37000(W) AD(       ) 1
 NJ0933  NAD 27      -  42 37 21.63700(N)    090 35 24.91000(W) AD(       ) 1
 NJ0933
 NJ0933.Superseded values are not recommended for survey control.
 NJ0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0933.See file dsdata.txt to determine how the superseded data were derived.
 NJ0933
 NJ0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9760721730(NAD 83)
 NJ0933_MARKER: DS = TRIANGULATION STATION DISK
 NJ0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0933
 NJ0933  HISTORY     - Date     Condition        Report By
 NJ0933  HISTORY     - 1931     MONUMENTED       CGS
 NJ0933  HISTORY     - 1935     GOOD             CGS
 NJ0933  HISTORY     - 1953     GOOD             USGS
 NJ0933  HISTORY     - 1958     GOOD             CGS
 NJ0933  HISTORY     - 1960     GOOD             CGS
 NJ0933  HISTORY     - 19980831 MARK NOT FOUND   USPSQD
 NJ0933  HISTORY     - 20000623 MARK NOT FOUND   WIDT
 NJ0933
 NJ0933                          STATION DESCRIPTION
 NJ0933
 NJ0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 NJ0933'IN THE SOUTHERN OUTSKIRTS OF DICKEYSVILLE, ON LAND OWNED AND
 NJ0933'OCCUPIED BY AUGUST SPLINTER.
 NJ0933'
 NJ0933'TO REACH FROM DICKEYSVILLE, GO SOUTH VIA HIGHWAY 1/2 MILE.
 NJ0933'MR. SPLINTERS HOUSE IS ON THE WEST SIDE OF THE ROAD, HAS A
 NJ0933'LARGE GROUP OF RED BARNS AND BUILDINGS, AND IS THE FIRST HOUSE
 NJ0933'ON WEST SIDE OF ROAD SOUTH OF THE SIGN ON THE HIGHWAY
 NJ0933'DICKEYSVILLE.
 NJ0933'
 NJ0933'MARK IS IN BARNYARD IN PLOT RESERVED FOR FARM IMPLEMENTS.
 NJ0933'IT IS 5.40 METERS WEST OF FENCE ON WEST SIDE OF HIGHWAY, 5.45
 NJ0933'METERS SOUTH OF THE SOUTH GARDEN FENCE NEAR HOUSE, 15.12 METERS
 NJ0933'EAST OF THE LAMP POLE IN SOUTHWEST CORNER OF THE GARDEN, 11.64
 NJ0933'METERS NORTH OF THE CENTERLINE OF ROAD LEADING TO BARNYARD.
 NJ0933'MARK IS 4 INCHES BELOW THE SURFACE.
 NJ0933'
 NJ0933'REFERENCE MARK NO. 1 IS 3/4 MILE NORTHEAST BY NORTH OF THE
 NJ0933'STATION ON A SIDE ROAD RUNNING EAST FROM THE MAIN ROAD JUST
 NJ0933'NORTH OF DICKEYSVILLE.  IT IS 0.3 MILE EAST WHERE SIDE ROAD
 NJ0933'AND MAIN ROAD INTERSECT IN THE VILLAGE, 1 FOOT SOUTH OF FENCE
 NJ0933'AT EDGE OF CULTIVATED FIELD, 28 METERS WEST OF NORTH-SOUTH FENCE,
 NJ0933'5.50 METERS SOUTH OF ROAD ON TOP OF BANK AND 50 METERS WEST
 NJ0933'WHERE ROAD TURNS SOUTH AT MAIL BOX.  MARK PROJECTS 8 INCHES.
 NJ0933'
 NJ0933'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF STATION, 21.25 METERS
 NJ0933'DISTANT, 6.00 METERS SOUTH OF CENTERLINE OF ROAD TO BARNYARD,
 NJ0933'11.70 METERS WEST OF CENTERLINE OF MAIN HIGHWAY, IN THE
 NJ0933'SOUTHEAST CORNER OF THE FARMYARD, ABOUT 1 FOOT NORTH AND WEST OF
 NJ0933'THE SOUTHEAST CORNER POST, AND PROJECTS 8 INCHES.
 NJ0933'
 NJ0933'HEIGHT OF SIGNAL ABOVE STATION MARK - 23 METERS.
 NJ0933
 NJ0933                          STATION RECOVERY (1935)
 NJ0933
 NJ0933'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NJ0933'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 NJ0933'DESCRIBED.  THE CATHOLIC CHURCH SPIRE IS NOT AN AZIMUTH MARK.
 NJ0933'A 30-FOOT TOWER IS REQUIRED TO SEE THE SPIRE.  FOR THIS REASON
 NJ0933'THE CENTER OF THE CROSS ON THE SPIRE WAS TAKEN, AND NOT THE
 NJ0933'LIGHTNING ROD, AS IN 1931.  ONE NEW REFERENCE MARK WAS
 NJ0933'ESTABLISHED.  A NEW DESCRIPTION FOLLOWS--
 NJ0933'
 NJ0933'THIS STATION IS IN THE SOUTH EDGE OF DICKEYSVILLE, IN MR. AUGUST
 NJ0933'SPLINTERS FARMYARD.  THE MARK IS 34 FEET NORTH OF THE CENTERLINE
 NJ0933'OF THE FARM DRIVEWAY, 17.5 FEET WEST OF THE WEST RIGHT-OF-WAY
 NJ0933'FENCE OF U.S. HIGHWAY 61.  50 FEET EAST OF THE LAMPPOST IN THE
 NJ0933'SOUTHWEST CORNER OF MR. SPLINTERS GARDEN, AND IS SET 4 INCHES
 NJ0933'UNDERGROUND.
 NJ0933'
 NJ0933'REFERENCE MARK NO. 1 (AZIMUTH MARK) IS NORTH-NORTHEAST OF THE
 NJ0933'STATION, 1 FOOT SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE OF AN
 NJ0933'EAST-WEST ROAD, 92 FEET WEST OF A NORTH-SOUTH FENCE, 18 FEET
 NJ0933'SOUTH OF THE CENTERLINE OF THE ROAD, 164 FEET WEST OF THE POINT
 NJ0933'WHERE THE ROAD TURNS, 0.3 MILE EAST OF U.S. HIGHWAY 118, AND
 NJ0933'PROJECTS 8 INCHES.
 NJ0933'
 NJ0933'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF THE STATION, 20
 NJ0933'FEET SOUTH OF THE CENTERLINE OF THE FARM DRIVEWAY, 38 FEET WEST
 NJ0933'OF THE CENTERLINE OF THE MAIN ROAD, IN THE SOUTHEAST CORNER OF
 NJ0933'THE FARMYARD, AND PROJECTS 2 INCHES.
 NJ0933'
 NJ0933'REFERENCE MARK NO. 3 (1935) WAS SET.
 NJ0933'IT IS EAST OF THE STATION, 1 FOOT WEST OF THE EAST RIGHT-OF-WAY
 NJ0933'FENCE OF U.S. HIGHWAY 61, 8 FEET SOUTHEAST OF A TELEPHONE POLE
 NJ0933'AND PROJECTS 4 INCHES.  IT IS 100.40 FEET NORTHEAST OF REFERENCE
 NJ0933'MARK NO. 2.
 NJ0933'
 NJ0933'A LIGHT 100 FEET ABOVE COLUMBIA COMES INTO VIEW 10 FEET ABOVE
 NJ0933'THIS STATION.
 NJ0933'
 NJ0933'LIGHTS 100 FEET ABOVE PLATTEVILLE, 87 FEET ABOVE CUBA, 74 FEET
 NJ0933'ABOVE SINSINAWA 1931, AND 47 FEET ABOVE SMELSER AND DUBUQUE
 NJ0933'1931 ARE VISIBLE FROM THE GROUND AT THIS STATION.
 NJ0933
 NJ0933                          STATION RECOVERY (1953)
 NJ0933
 NJ0933'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 NJ0933'STATION RECOVERED IN GOOD CONDITION.  R.M. NO. 3 HAS BEEN
 NJ0933'BURIED BY FILL FOR COMMERCIAL GARAGE DRIVEWAY.
 NJ0933
 NJ0933                          STATION RECOVERY (1958)
 NJ0933
 NJ0933'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 NJ0933'THE STATION AND REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION,
 NJ0933'BUT REFERENCE MARK 1 WAS IN DANGER OF BEING KNOCKED OUT BY ROAD
 NJ0933'CONSTRUCTION AND WAS DESTROYED AT THIS TIME.  A POWER POLE
 NJ0933'HAD BEEN SET ON LINE TO REFERENCE MARK 2 AND THERE WAS NO
 NJ0933'MEASUREMENT OR DIRECTION MADE TO IT.  REFERENCE MARK 3 SET IN
 NJ0933'1935 COULD NOT BE FOUND AND SHOULD BE CONSIDERED AS LOST.  AN
 NJ0933'AZIMUTH MARK AND TWO NEW REFERENCE MARKS WERE ESTABLISHED AT
 NJ0933'THIS TIME.  DUE TO THE NUMEROUS CHANGES A COMPLETE NEW
 NJ0933'DESCRIPTION FOLLOWS.
 NJ0933'
 NJ0933'THE STATION IS IN THE SOUTH EDGE OF DICKEYSVILLE NEAR THE
 NJ0933'MUNICIPAL WATER TANK AND ON PROPERTY OWNED BY MR. AUGUST SPLINTER.
 NJ0933'IT IS 85 FEET NORTHEAST OF THE RISER PIPE OF THE TANK, 85 FEET
 NJ0933'SOUTHEAST OF THE SOUTHEAST CORNER OF MR. SPLINTERS HOUSE,
 NJ0933'71 FEET NORTHWEST OF THE INTERSECTION OF U.S. HIGHWAY 61 AND
 NJ0933'A GRAVELED DRIVEWAY WEST AND 51 FEET WEST OF THE CENTERLINE OF
 NJ0933'HIGHWAY 61.  THE MONUMENT IS UNDERGROUND 6 INCHES AND THE DISK
 NJ0933'IS STAMPED DICKEYSVILLE 1931.
 NJ0933'
 NJ0933'REFERENCE MARK 2 IS 43 FEET SOUTHWEST OF THE INTERSECTION,
 NJ0933'25 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY AND 2 FEET
 NJ0933'SOUTH OF A POWER POLE.  THE MONUMENT PROJECTS 1 INCH AND THE DISK
 NJ0933'IS STAMPED DICKEYSVILLE NO 2 1931.
 NJ0933'
 NJ0933'REFERENCE MARK 4 IS A STANDARD DISK SET IN A DRILL HOLE IN THE
 NJ0933'BASE OF THE NORTHEAST LEG OF THE WATER TANK.  THE DISK IS STAMPED
 NJ0933'DICKEYSVILLE NO 4 1931.
 NJ0933'
 NJ0933'REFERENCE MARK 5 IS 37 FEET NORTHEAST OF THE NORTHEAST CORNER
 NJ0933'OF A LARGE BARN AND 1 FOOT SOUTH OF A LIGHT POLE.  THE MONUMENT IS
 NJ0933'FLUSH AND THE DISK IS STAMPED DICKEYSVILLE NO 5 1931.
 NJ0933'
 NJ0933'THE AZIMUTH MARK IS 43 FEET EAST OF THE CENTERLINE OF U.S.
 NJ0933'HIGHWAY 61, 30 FEET WEST OF A FENCE, 2 FEET NORTH OF A WHITE
 NJ0933'WITNESS POST AND 1 FOOT SOUTH OF A POWER POLE.  THE MONUMENT
 NJ0933'PROJECTS 1 INCH AND THE DISK IS STAMPED DICKEYSVILLE 1931.
 NJ0933'
 NJ0933'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U.S.
 NJ0933'HIGHWAY 61 FOR 0.3 OF A MILE TO THE AZIMUTH MARK ON THE LEFT
 NJ0933'AS DESCRIBED.
 NJ0933'
 NJ0933'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 NJ0933
 NJ0933                          STATION RECOVERY (1960)
 NJ0933
 NJ0933'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 NJ0933'THE AZIMUTH MARK WAS FOUND DESTROYED AND THE DISK RECLAIMED.
 NJ0933'
 NJ0933'NOTE TO OFFICE--ACTUALLY ALL THAT IS KNOWN FOR SURE IS THAT
 NJ0933'AN AZIMUTH MARK DISK STAMPED DICKEYSVILLE 1931 WAS HANDED TO THE
 NJ0933'UNDERSIGNED BY A MR. HAIST IN THE OFFICES OF THE WISCONSIN STATE
 NJ0933'HIGHWAY DEPARTMENT IN MADISON, WIS., 8 JUNE 1960.  OF COURSE
 NJ0933'THERE WERE NO AZIMUTH MARK DISKS IN 1931, SO THIS MUST HAVE BEEN
 NJ0933'SET AT A LATER DATE.  ALSO THIS DISK IS OF THE LATEST
 NJ0933'STAMPED-OUT TYPE (THE END OF THE SHANK IS A PINCHED-FLAT TUBE).
 NJ0933'THERE IS A DICKEYSVILLE SET BY CAPT. HEMPLES PARTY IN 1931
 NJ0933'IN GRANT COUNTY (THE UNDERSIGNED WAS THERE--HE REMEMBERS
 NJ0933'A GROTTO NEARBY).  SHOULD THERE BE ANY QUESTION AFTER SEARCHING
 NJ0933'THE RECORDS, IT IS REQUESTED THAT THE UNDERSIGNED BE
 NJ0933'ADVISED TO INVESTIGATE, ESPECIALLY SHOULD ANY OTHER
 NJ0933'BUSINESS REQUIRE PASSAGE ANYWHERE NEAR THE SAID MARK OR ANY
 NJ0933'OTHER THAT MAY POSSIBLY BE THE ACTUAL SUBJECT MARK.
 NJ0933'1931 IS THE ONLY DATE STAMPED THEREON.
 NJ0933
 NJ0933                          STATION RECOVERY (1998)
 NJ0933
 NJ0933'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0933'MARK NOT FOUND.
 NJ0933
 NJ0933                          STATION RECOVERY (2000)
 NJ0933
 NJ0933'RECOVERY NOTE BY WI DEPT OF TRANSP 2000 (GRS)
 NJ0933'KEITH E. DALSING, ENGINEER, REPORTED THE VILLAGE OF DICKEYVILLE
 NJ0933'CONSTRUCTED A STREET IN THE AREA.  STATION DICKEYSVILLE, DICKEYSVILLE
 NJ0933'RM 5, AND DICKEYSVILLE RM 4 WERE EXCAVATED AND BURIED DURING THE
 NJ0933'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0930 ***********************************************************************
 NJ0930  DESIGNATION -  DICKEYSVILLE HOLY GHOST CHURCH
 NJ0930  PID         -  NJ0930
 NJ0930  STATE/COUNTY-  WI/GRANT
 NJ0930  USGS QUAD   -  DICKEYVILLE (1976)
 NJ0930
 NJ0930                         *CURRENT SURVEY CONTROL
 NJ0930  ___________________________________________________________________
 NJ0930* NAD 83(1991)-  42 37 39.13984(N)    090 35 42.22598(W)     ADJUSTED  
 NJ0930* NAVD 88     -                                                        
 NJ0930  ___________________________________________________________________
 NJ0930  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 NJ0930  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 NJ0930
 NJ0930  HORZ ORDER  -  THIRD
 NJ0930
 NJ0930.The horizontal coordinates were established by classical geodetic methods
 NJ0930.and adjusted by the National Geodetic Survey in March 1999..
 NJ0930
 NJ0930
 NJ0930.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0930
 NJ0930.The geoid height was determined by GEOID03.
 NJ0930
 NJ0930;                    North         East     Units Scale Factor Converg.
 NJ0930;SPC WI S     -    69,888.878   551,185.247   MT  1.00002301   -0 24 31.9
 NJ0930;SPC WI S     -   229,293.76  1,808,346.93   sFT  1.00002301   -0 24 31.9
 NJ0930;SPC IA N     - 1,129,336.476 1,738,237.250   MT  0.99994561   +1 58 07.7
 NJ0930;UTM  15      - 4,722,258.746   697,207.200   MT  1.00007850   +1 37 45.2
 NJ0930
 NJ0930                          SUPERSEDED SURVEY CONTROL
 NJ0930
 NJ0930  NAD 83(1991)-  42 37 39.13664(N)    090 35 42.22452(W) AD(       ) 4
 NJ0930  NAD 83(1986)-  42 37 39.13462(N)    090 35 42.22586(W) AD(       ) 4
 NJ0930  NAD 27      -  42 37 39.15100(N)    090 35 41.76600(W) AD(       ) 3
 NJ0930
 NJ0930.Superseded values are not recommended for survey control.
 NJ0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0930.See file dsdata.txt to determine how the superseded data were derived.
 NJ0930
 NJ0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9720722259(NAD 83)
 NJ0930_MARKER: 90 = CHURCH SPIRE
 NJ0930
 NJ0930  HISTORY     - Date     Condition        Report By
 NJ0930  HISTORY     - 1931     FIRST OBSERVED   CGS
 NJ0930  HISTORY     - 1935     GOOD             CGS
 NJ0930  HISTORY     - 1958     GOOD             CGS
 NJ0930  HISTORY     - 19980831 GOOD             USPSQD
 NJ0930  HISTORY     - 20030727 GOOD             USPSQD
 NJ0930
 NJ0930                          STATION DESCRIPTION
 NJ0930
 NJ0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NJ0930'THIS STATION IS THE TOWER ON THE HOLY GHOST CATHOLIC CHURCH IN
 NJ0930'THE VILLAGE OF DICKEYSVILLE.  IT WAS ORIGINALLY CALLED SPIRE,
 NJ0930'BUT, UNDER U.S. COAST AND GEODETIC SURVEY, BULLETIN LANDMARKS FOR
 NJ0930'CHARTS, THE OBJECT COMES UNDER THE CLASSIFICATION OF TOWER.  THE
 NJ0930'STATION WAS RECOVERED IN GOOD CONDITION AND CHECKED.  A DETAILED
 NJ0930'DESCRIPTION IS AS FOLLOWS--
 NJ0930'
 NJ0930'THE STATION IS ABOUT 0.2 MILE WEST OF THE JUNCTION OF U.S.
 NJ0930'HIGHWAYS 61 AND 118, AND ABOUT 110 FEET SOUTH OF THE CENTERLINE
 NJ0930'OF HIGHWAY 6.  THE CHURCH IS ON VERY HIGH GROUND AND THE
 NJ0930'TOWER IS EXCEPTIONALLY PROMINENT.  THE CHURCH WAS ERECTED
 NJ0930'IN 1913.  IT IS IN THE SOUTHEAST QUARTER SEC. 22, T. 2 N., R.
 NJ0930'2 W.
 NJ0930'
 NJ0930'THE TOWER IS ON THE NORTH END OF A RED BRICK CHURCH.  IT IS A
 NJ0930'SQUARE, RED BRICK STRUCTURE, ABOUT 80 FEET HIGH, WITH A LARGE
 NJ0930'WHITE GOTHIC LOUVERED WINDOW ON EACH SIDE, SET IN GABLES.  THE
 NJ0930'STUBBY FOUR-SIDED GREY PYRAMIDAL ROOF IS ABOUT 20 FEET HIGH
 NJ0930'AND HAS A WHITE PLATE AND 5-FOOT GOLD CROSS AT ITS APEX.  THE
 NJ0930'TOTAL HEIGHT IS ABOUT 105 FEET.
 NJ0930
 NJ0930                          STATION RECOVERY (1958)
 NJ0930
 NJ0930'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 NJ0930'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 NJ0930
 NJ0930                          STATION RECOVERY (1998)
 NJ0930
 NJ0930'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0930'RECOVERED IN GOOD CONDITION.
 NJ0930
 NJ0930                          STATION RECOVERY (2003)
 NJ0930
 NJ0930'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 NJ0930'RECOVERED IN GOOD CONDITION.  CORRECTION-- THE STATION IS 110 FEET
 NJ0930'SOUTH OF THE CENTERLINE OF HIGHWAY 61, NOT HIGHWAY 6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0932 ***********************************************************************
 NJ0932  DESIGNATION -  DICKEYSVILLE MUNICIPAL TANK
 NJ0932  PID         -  NJ0932
 NJ0932  STATE/COUNTY-  WI/GRANT
 NJ0932  USGS QUAD   -  KIELER (1972)
 NJ0932
 NJ0932                         *CURRENT SURVEY CONTROL
 NJ0932  ___________________________________________________________________
 NJ0932* NAD 83(1991)-  42 37 20.76881(N)    090 35 25.30675(W)     ADJUSTED  
 NJ0932* NAVD 88     -                                                        
 NJ0932  ___________________________________________________________________
 NJ0932  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 NJ0932  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 NJ0932
 NJ0932  HORZ ORDER  -  THIRD
 NJ0932
 NJ0932.The horizontal coordinates were established by classical geodetic methods
 NJ0932.and adjusted by the National Geodetic Survey in March 1999..
 NJ0932
 NJ0932
 NJ0932.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0932
 NJ0932.The geoid height was determined by GEOID03.
 NJ0932
 NJ0932;                    North         East     Units Scale Factor Converg.
 NJ0932;SPC WI S     -    69,319.262   551,566.765   MT  1.00002420   -0 24 20.3
 NJ0932;SPC WI S     -   227,424.95  1,809,598.63   sFT  1.00002420   -0 24 20.3
 NJ0932;SPC IA N     - 1,128,783.222 1,738,642.039   MT  0.99994568   +1 58 19.2
 NJ0932;SPC IL W     -   661,305.291   665,242.626   MT  0.99995603   -0 17 12.9
 NJ0932;SPC IL W     - 2,169,632.44  2,182,550.18   sFT  0.99995603   -0 17 12.9
 NJ0932;UTM  15      - 4,721,703.027   697,608.755   MT  1.00008045   +1 37 56.1
 NJ0932
 NJ0932                          SUPERSEDED SURVEY CONTROL
 NJ0932
 NJ0932  NAD 83(1991)-  42 37 20.76543(N)    090 35 25.30490(W) AD(       ) 4
 NJ0932  NAD 83(1986)-  42 37 20.76334(N)    090 35 25.30840(W) AD(       ) 4
 NJ0932  NAD 27      -  42 37 20.77300(N)    090 35 24.84500(W) AD(       ) 3
 NJ0932
 NJ0932.Superseded values are not recommended for survey control.
 NJ0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0932.See file dsdata.txt to determine how the superseded data were derived.
 NJ0932
 NJ0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9760921703(NAD 83)
 NJ0932_MARKER: 53 = ELEVATED TANK
 NJ0932
 NJ0932  HISTORY     - Date     Condition        Report By
 NJ0932  HISTORY     - 1958     FIRST OBSERVED   CGS
 NJ0932  HISTORY     - 19980831 GOOD             USPSQD
 NJ0932  HISTORY     - 20030727 MARK NOT FOUND   USPSQD
 NJ0932
 NJ0932                          STATION DESCRIPTION
 NJ0932
 NJ0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 NJ0932'THE STATION IS THE TOP OF THE CENTER OF THE WATER TANK.  THE
 NJ0932'TANK IS A FOUR LEGGED STEEL STRUCTURE PAINTED SILVER WITH THE
 NJ0932'LEGEND DICKEYSVILLE PAINTED IN BLACK LETTERS ON THE SOUTHEAST
 NJ0932'SIDE.  THE TANK IS IN THE SOUTH SECTION OF TOWN.
 NJ0932'
 NJ0932'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 NJ0932'DICKEYSVILLE AND THE DISTANCE IS 87.56 FEET.
 NJ0932'
 NJ0932'THE OVERALL HEIGHT OF THE TANK IS ABOUT 90 FEET.
 NJ0932
 NJ0932                          STATION RECOVERY (1998)
 NJ0932
 NJ0932'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0932'RECOVERED IN GOOD CONDITION.
 NJ0932
 NJ0932                          STATION RECOVERY (2003)
 NJ0932
 NJ0932'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 NJ0932'NOT FOUND.  THE FOUR LEGGED WATER TANK WAS REPLACED IN 2002 WITH A NEW
 NJ0932'WATER TOWER AT APPROXIMATELY THE SAME LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5031 ***********************************************************************
 DH5031  DESIGNATION -  DICKEYVILLE GPS
 DH5031  PID         -  DH5031
 DH5031  STATE/COUNTY-  WI/GRANT
 DH5031  USGS QUAD   -  DICKEYVILLE (1976)
 DH5031
 DH5031                         *CURRENT SURVEY CONTROL
 DH5031  ___________________________________________________________________
 DH5031* NAD 83(1997)-  42 38 09.02264(N)    090 36 45.67384(W)     ADJUSTED  
 DH5031* NAVD 88     -                                                        
 DH5031  ___________________________________________________________________
 DH5031  X           -     -50,254.148 (meters)                     COMP
 DH5031  Y           -  -4,699,365.241 (meters)                     COMP
 DH5031  Z           -   4,297,998.298 (meters)                     COMP
 DH5031  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 DH5031  ELLIP HEIGHT-         251.58  (meters)          (08/01/05) GPS OBS
 DH5031  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 DH5031
 DH5031  HORZ ORDER  -  FIRST
 DH5031  ELLP ORDER  -  SECOND    CLASS I
 DH5031
 DH5031.The horizontal coordinates were established by GPS observations
 DH5031.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5031
 DH5031
 DH5031.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5031
 DH5031.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5031
 DH5031.The ellipsoidal height was determined by GPS observations
 DH5031.and is referenced to NAD 83.
 DH5031
 DH5031.The geoid height was determined by GEOID03.
 DH5031
 DH5031;                    North         East     Units Scale Factor Converg.
 DH5031;SPC WI S     -    70,821.440   549,746.266   MT  1.00002108   -0 25 15.5
 DH5031;SPC WI S     -   232,353.34  1,803,625.87   sFT  1.00002108   -0 25 15.5
 DH5031;UTM  15      - 4,723,139.584   695,735.883   MT  1.00007138   +1 37 03.1
 DH5031
 DH5031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5031!SPC WI S     -   0.99996055  x   1.00002108  =   0.99998163
 DH5031!UTM  15      -   0.99996055  x   1.00007138  =   1.00003192
 DH5031
 DH5031                          SUPERSEDED SURVEY CONTROL
 DH5031
 DH5031.No superseded survey control is available for this station.
 DH5031
 DH5031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9573623140(NAD 83)
 DH5031_MARKER: DD = SURVEY DISK
 DH5031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5031_STAMPING: DICKEYVILLE GPS 2004
 DH5031_MARK LOGO: WIDT  
 DH5031_PROJECTION: FLUSH
 DH5031_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5031+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2005
 DH5031
 DH5031  HISTORY     - Date     Condition        Report By
 DH5031  HISTORY     - 2003     MONUMENTED       WIDT
 DH5031  HISTORY     - 20051227 GOOD             WIDT
 DH5031
 DH5031                          STATION DESCRIPTION
 DH5031
 DH5031'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5031'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH5031'STATION FROM THE  JUNCTION OF US HIGHWAY 151 AND US HIGHWAY 61 SOUTH
 DH5031'AND STATE HIGHWAY 35 SOUTH (SOUTH  MAIN STREET) WITH US HIGHWAY 61
 DH5031'NORTH AND STATE HIGHWAY 35 NORTH (WEST MAIN STREET) IN  THE VILLAGE OF
 DH5031'DICKEYVILLE, GO NORTHWEST ON US HIGHWAY 61 NORTH AND STATE HIGHWAY 35
 DH5031'NORTH (WEST MAIN STREET) FOR 0.75 MI TO INDIAN CREEK ROAD ON THE LEFT,
 DH5031'CONTINUE  NORTHWEST ON US HIGHWAY 61 NORTH AND STATE HIGHWAY 35 NORTH
 DH5031'FOR 0.45 MI TO THE  STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DH5031'WISCONSIN  DEPARTMENT OF  TRANSPORTATION GEODETIC SURVEY  CONTROL
 DH5031'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT
 DH5031'LEVEL WITH  THE HIGHWAY PAVEMENT.  THE STATION IS 14.0 M NORTHEAST OF
 DH5031'THE CENTERLINE OF US HIGHWAY  61 AND STATE HIGHWAY 35, 42  M NORTHWEST
 DH5031'OF THE CENTERLINE OF A FIELD ENTRANCE, 41.0 M EAST OF A POWERPOLE,
 DH5031'11.5 M  NORTHWEST OF TELEPHONE PEDESTAL --D2A3--, 2 M SOUTHWEST OF A
 DH5031'CULTIVATED FILED, 1.0 M  SOUTHWEST OF AN ORANGE 4X4   PLASTIC WITNESS
 DH5031'POST, 1.0 M NORTH OF AN ORANGE 4X4 PLASTIC WITNESS POST AND 1.0 M
 DH5031'EAST OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE--- THIS STATION
 DH5031'HAS NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE
 DH5031'THE HORIZON.
 DH5031
 DH5031                          STATION RECOVERY (2005)
 DH5031
 DH5031'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5031'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0630 ***********************************************************************
 PN0630  DESIGNATION -  DIEDRICH
 PN0630  PID         -  PN0630
 PN0630  STATE/COUNTY-  WI/BROWN
 PN0630  USGS QUAD   -  DE PERE (1992)
 PN0630
 PN0630                         *CURRENT SURVEY CONTROL
 PN0630  ___________________________________________________________________
 PN0630* NAD 83(1986)-  44 23 54.     (N)    088 06 36.     (W)     SCALED    
 PN0630* NAVD 88     -       191.583  (meters)     628.55   (feet)  ADJUSTED  
 PN0630  ___________________________________________________________________
 PN0630  GEOID HEIGHT-         -36.18  (meters)                     GEOID03
 PN0630  DYNAMIC HT  -         191.556 (meters)     628.46  (feet)  COMP
 PN0630  MODELED GRAV-     980,476.3   (mgal)                       NAVD 88
 PN0630
 PN0630  VERT ORDER  -  FIRST     CLASS 0
 PN0630
 PN0630.The horizontal coordinates were scaled from a topographic map and have
 PN0630.an estimated accuracy of +/- 6 seconds.
 PN0630
 PN0630.The orthometric height was determined by differential leveling
 PN0630.and adjusted by the National Geodetic Survey in June 1991..
 PN0630
 PN0630.The geoid height was determined by GEOID03.
 PN0630
 PN0630.The dynamic height is computed by dividing the NAVD 88
 PN0630.geopotential number by the normal gravity value computed on the
 PN0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0630.degrees latitude (g = 980.6199 gals.).
 PN0630
 PN0630.The modeled gravity was interpolated from observed gravity values.
 PN0630
 PN0630;                    North         East    Units  Estimated Accuracy
 PN0630;SPC WI C     -    64,530.      750,560.      MT  (+/- 180 meters Scaled)
 PN0630
 PN0630                          SUPERSEDED SURVEY CONTROL
 PN0630
 PN0630.No superseded survey control is available for this station.
 PN0630
 PN0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ116167(NAD 83)
 PN0630_MARKER: I = METAL ROD
 PN0630_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PN0630_SP_SET: COPPER-CLAD STEEL ROD
 PN0630_PROJECTION: RECESSED 3 CENTIMETERS
 PN0630_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0630_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0630+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2003
 PN0630_ROD/PIPE-DEPTH: 3.05 meters
 PN0630
 PN0630  HISTORY     - Date     Condition        Report By
 PN0630  HISTORY     - 1962     MONUMENTED       USLS
 PN0630  HISTORY     - 1974     GOOD             NOS
 PN0630  HISTORY     - 19940507 GOOD             WI-009
 PN0630  HISTORY     - 20030607 GOOD             USPSQD
 PN0630  HISTORY     - 20050809 MARK NOT FOUND   WIDT
 PN0630
 PN0630                          STATION DESCRIPTION
 PN0630
 PN0630'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0630'3.3 MI SW FROM DEPERE.
 PN0630'3.3 MILES SOUTHWESTERLY ALONG COUNTY HIGHWAY D, (THIRD STREET) FROM
 PN0630'THE INTERSECTION OF THIRD AND FOURTH STREETS IN DEPERE, ON THE
 PN0630'WESTERLY SIDE OF THE FOX RIVER, ON PROPERTY OF RALPH DIEDERICH AT
 PN0630'TWSP. NO. 57, 109.3 FT. AND IN LINE WITH THE NORTHWEST CORNER OF HOUSE
 PN0630'AND U.P. NO. 01001/75, 90.2 FT. WEST OF THE SOUTHWEST CORNER OF HOUSE,
 PN0630'51 FT. EAST OF CENTERLINE OF ROAD, 5.4 FT. NORTHEAST OF U.P. NO.
 PN0630'01001/75, 3.2 FT. EAST OF ANCHOR BOLT, 1/4 FT. BELOW THE GROUND
 PN0630'SURFACE, A 1 INCH DIAMETER IRON ROD, 10 FT. LONG.
 PN0630
 PN0630                          STATION RECOVERY (1994)
 PN0630
 PN0630'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0630'RECOVERED AS DESCRIBED.  CHANGES AND ADDITIONS TO DESCRIPTION THE
 PN0630'PROPERTY OF RALPH DIEDRICH IS NOW DAVE AND HOLLY STOCK ADDRESS 2607
 PN0630'LOST DAUPHIN RD.  POINT IS 0.6 FEET (18.3 CM) OFF THE WOODEN FENCE.
 PN0630
 PN0630                          STATION RECOVERY (2003)
 PN0630
 PN0630'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0630'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 10 FEET SOUTH OF A
 PN0630'RIGHT ANGLE TURN IN THE WOODEN FENCE, 16 INCHES SOUTH-SOUTH WEST OF A
 PN0630'FENCE POST, 8 INCHES UNDER THE SOFT GROUND, AND PAINTED BLAZE ORANGE
 PN0630'ON TOP.  BUSHES ALONG THE FENCE AND ABOVE THE STATION WILL OBSTRUCT
 PN0630'SATELLITE OBSERVATIONS.
 PN0630
 PN0630                          STATION RECOVERY (2005)
 PN0630
 PN0630'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0630'NOT FOUND.  ADD--THE ORIGINAL HOUSE HAS BEEN REPLACED BY A NEW HOUSE
 PN0630'APPROXIMATELY 3 TIMES THE ORIGINAL SIZE. THE PREVIOUSLY DESCRIBED
 PN0630'POWER POLES HAVE BEEN REMOVED, AND THE APPROXIMATE LOCATION OF STATION
 PN0630'IS WITHIN A HEAVILY EXCAVATED AREA. LOCAL CONTRACTOR FOR THE NEW HOUSE
 PN0630'DID NOT RECALL SEEING THE STATION BEFORE CONSTRUCTION BEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5144 ***********************************************************************
 DH5144  DESIGNATION -  DILLY GPS
 DH5144  PID         -  DH5144
 DH5144  STATE/COUNTY-  WI/VERNON
 DH5144  USGS QUAD   -  TRIPPVILLE (1983)
 DH5144
 DH5144                         *CURRENT SURVEY CONTROL
 DH5144  ___________________________________________________________________
 DH5144* NAD 83(1997)-  43 38 46.62992(N)    090 27 05.22154(W)     ADJUSTED  
 DH5144* NAVD 88     -                                                        
 DH5144  ___________________________________________________________________
 DH5144  X           -     -36,425.260 (meters)                     COMP
 DH5144  Y           -  -4,622,812.081 (meters)                     COMP
 DH5144  Z           -   4,379,990.750 (meters)                     COMP
 DH5144  LAPLACE CORR-          -6.55  (seconds)                    DEFLEC99
 DH5144  ELLIP HEIGHT-         367.72  (meters)          (08/01/05) GPS OBS
 DH5144  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 DH5144
 DH5144  HORZ ORDER  -  FIRST
 DH5144  ELLP ORDER  -  SECOND    CLASS I
 DH5144
 DH5144.The horizontal coordinates were established by GPS observations
 DH5144.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5144
 DH5144
 DH5144.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5144
 DH5144.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5144
 DH5144.The ellipsoidal height was determined by GPS observations
 DH5144.and is referenced to NAD 83.
 DH5144
 DH5144.The geoid height was determined by GEOID03.
 DH5144
 DH5144;                    North         East     Units Scale Factor Converg.
 DH5144;SPC WI S     -   182,986.476   563,578.762   MT  0.99994167   -0 18 36.7
 DH5144;SPC WI S     -   600,348.13  1,849,007.99   sFT  0.99994167   -0 18 36.7
 DH5144;UTM  15      - 4,835,744.033   705,540.975   MT  1.00011967   +1 45 34.7
 DH5144
 DH5144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5144!SPC WI S     -   0.99994234  x   0.99994167  =   0.99988401
 DH5144!UTM  15      -   0.99994234  x   1.00011967  =   1.00006200
 DH5144
 DH5144                          SUPERSEDED SURVEY CONTROL
 DH5144
 DH5144.No superseded survey control is available for this station.
 DH5144
 DH5144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0554135744(NAD 83)
 DH5144_MARKER: DD = SURVEY DISK
 DH5144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5144_STAMPING: DILLY GPS 2004
 DH5144_MARK LOGO: WIDT  
 DH5144_PROJECTION: FLUSH
 DH5144_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5144+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5144
 DH5144  HISTORY     - Date     Condition        Report By
 DH5144  HISTORY     - 2003     MONUMENTED       WIDT
 DH5144
 DH5144                          STATION DESCRIPTION
 DH5144
 DH5144'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5144'OWNERSHIP--VERNON COUNTY.  TO REACH THE STATION FROM THE  JUNCTION OF
 DH5144'STATE HIGHWAY 82 WITH COUNTY HIGHWAY P ABOUT 4 MI WEST OF THE CITY OF
 DH5144'HILLSBORO, GO WEST ON COUNTY HIGHWAY P FOR 0.8 MI TO THE STATION ON
 DH5144'THE RIGHT.  THE  STATION IS A  BRONZE WISCONSIN DEPARTMENT OF
 DH5144'TRANSPORTATION GEODETIC  SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH5144'A 41-CM DIAMETER CONCRETE POST ABOUT  LEVEL WITH THE HIGHWAY PAVEMENT.
 DH5144'THE STATION IS 8.5 M NORTH OF THE CENTERLINE OF  COUNTY HIGHWAY P,
 DH5144'22.4 M NORTHWEST OF A POWERPOLE --4J36L1--, 12 M WEST OF THE
 DH5144'CENTERLINE OF A FIELD ENTRANCE, 2 M SOUTH OF A CULTIVATED FIELD, 1.0 M
 DH5144'SOUTH OF AN  ORANGE 4X4  PLASTIC WITNESS POST, 1.0 M NORTHEAST OF AN
 DH5144'ORANGE 4X4 PLASTIC WITNESS POST AND 1.0 M  NORTHWEST OF AN ORANGE 4X4
 DH5144'PLASTIC WITNESS POST.   ---NOTE---THIS  STATION HAS NO VISIBLE
 DH5144'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AF9933 ***********************************************************************
 AF9933  DESIGNATION -  DING DONG GPS
 AF9933  PID         -  AF9933
 AF9933  STATE/COUNTY-  WI/ASHLAND
 AF9933  USGS QUAD   -  CLAM LAKE NE (1971)
 AF9933
 AF9933                         *CURRENT SURVEY CONTROL
 AF9933  ___________________________________________________________________
 AF9933* NAD 83(1997)-  46 09 16.68518(N)    090 50 22.88411(W)     ADJUSTED  
 AF9933* NAVD 88     -       440.4    (meters)    1445.     (feet)  GPS OBS   
 AF9933  ___________________________________________________________________
 AF9933  X           -     -64,865.567 (meters)                     COMP
 AF9933  Y           -  -4,425,748.800 (meters)                     COMP
 AF9933  Z           -   4,577,466.578 (meters)                     COMP
 AF9933  LAPLACE CORR-          -4.40  (seconds)                    DEFLEC99
 AF9933  ELLIP HEIGHT-         410.26  (meters)          (12/26/02) GPS OBS
 AF9933  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 AF9933
 AF9933  HORZ ORDER  -  FIRST
 AF9933  ELLP ORDER  -  THIRD     CLASS II
 AF9933
 AF9933.The horizontal coordinates were established by GPS observations
 AF9933.and adjusted by the National Geodetic Survey in December 2002..
 AF9933
 AF9933.The orthometric height was determined by GPS observations and a
 AF9933.high-resolution geoid model.
 AF9933
 AF9933.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9933
 AF9933.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9933
 AF9933.The ellipsoidal height was determined by GPS observations
 AF9933.and is referenced to NAD 83.
 AF9933
 AF9933.The geoid height was determined by GEOID03.
 AF9933
 AF9933;                    North         East     Units Scale Factor Converg.
 AF9933;SPC WI N     -   110,149.868   535,141.027   MT  0.99994537   -0 36 20.6
 AF9933;SPC WI N     -   361,383.36  1,755,708.52   sFT  0.99994537   -0 36 20.6
 AF9933;UTM  15      - 5,113,497.262   666,809.658   MT  0.99994207   +1 33 30.2
 AF9933
 AF9933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9933!SPC WI N     -   0.99993569  x   0.99994537  =   0.99988106
 AF9933!UTM  15      -   0.99993569  x   0.99994207  =   0.99987776
 AF9933
 AF9933                          SUPERSEDED SURVEY CONTROL
 AF9933
 AF9933  NAD 83(1991)-  46 09 16.68489(N)    090 50 22.88304(W) AD(       ) 1
 AF9933  ELLIP H (04/30/98)  410.27   (m)                       GP(       ) 3 2
 AF9933
 AF9933.Superseded values are not recommended for survey control.
 AF9933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9933.See file dsdata.txt to determine how the superseded data were derived.
 AF9933
 AF9933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6681013497(NAD 83)
 AF9933_MARKER: DD = SURVEY DISK
 AF9933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9933_STAMPING: DING DONG GPS 1992
 AF9933_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9933+STABILITY: SURFACE MOTION
 AF9933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9933+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AF9933
 AF9933  HISTORY     - Date     Condition        Report By
 AF9933  HISTORY     - 1992     MONUMENTED       USFS
 AF9933
 AF9933                          STATION DESCRIPTION
 AF9933
 AF9933'DESCRIBED BY US FOREST SERVICE 1992
 AF9933'THE STATION IS LOCATED ABOUT 5.5 KM (3.40 MI) EAST OF THE
 AF9933'UNINCORPORATED VILLAGE OF CLAM LAKE, ASHLAND COUNTY, WISCONSIN ON LAND
 AF9933'OWNED BY THE U.  S.  FOREST SERVICE IN THE SW 1/4 OF THE SW 1/4 OF
 AF9933'SECTION 25, T.43N., R.4W., IN THE TOWN OF GORDON, ASHLAND COUNTY,
 AF9933'WISCONSIN.  TO REACH THE STATION FROM THE INTERSECTION OF STATE TRUNK
 AF9933'HIGHWAY 77 AND COUTNY TRUNK HIGHWAY GG IN THE UNINCORPORATED VILLAGE
 AF9933'OF CLAM LAKE, ASHLAND COUNTY, WISCONSIN, GO EAST ALONG STATE TRUNK
 AF9933'HIGHWAY 77, 5.5 KM (3.40 MI) TO DING DONG CREEK AND THE STATION.  THE
 AF9933'STATION IS ON THE NORTH SIDE OF HIGHWAY 77 AND IS 6 M (19.7 FT) EAST
 AF9933'OF THE EASTERNMOST CULVERT.  THE STATION IS A 7.6 CM (3 IN) BRASS CAP
 AF9933'STAMPED---DING DONG GPS 1992---SET INTO THE TOP OF A ROUND CONCRETE
 AF9933'MONUMENT 20.32 CM (8 IN) IN DIAMETER LOCATED FLUSH WITH THE GROUND.
 AF9933'STATION IS 0.3 M (1.0 FT) SOUTH OF A STEEL FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1283 ***********************************************************************
 NH1283  DESIGNATION -  DINGS
 NH1283  PID         -  NH1283
 NH1283  STATE/COUNTY-  WI/ROCK
 NH1283  USGS QUAD   -  JANESVILLE EAST (1976)
 NH1283
 NH1283                         *CURRENT SURVEY CONTROL
 NH1283  ___________________________________________________________________
 NH1283* NAD 83(1991)-  42 44 00.69875(N)    088 59 24.65265(W)     ADJUSTED  
 NH1283* NAVD 88     -       289.     (meters)     948.     (feet)  SCALED    
 NH1283  ___________________________________________________________________
 NH1283  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 NH1283  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 NH1283
 NH1283  HORZ ORDER  -  THIRD
 NH1283
 NH1283.The horizontal coordinates were established by classical geodetic methods
 NH1283.and adjusted by the National Geodetic Survey in November 1991..
 NH1283
 NH1283.The orthometric height was scaled from a topographic map.
 NH1283
 NH1283.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1283
 NH1283.The geoid height was determined by GEOID03.
 NH1283
 NH1283;                    North         East     Units Scale Factor Converg.
 NH1283;SPC WI S     -    81,989.457   682,694.503   MT  0.99999996   +0 41 37.9
 NH1283;SPC WI S     -   268,993.74  2,239,806.88   sFT  0.99999996   +0 41 37.9
 NH1283;UTM  16      - 4,733,144.636   337,081.724   MT  0.99992655   -1 21 02.9
 NH1283
 NH1283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1283!SPC WI S     -   0.99996000  x   0.99999996  =   0.99995996
 NH1283!UTM  16      -   0.99996000  x   0.99992655  =   0.99988655
 NH1283
 NH1283|---------------------------------------------------------------------|
 NH1283| PID    Reference Object                     Distance      Geod. Az  |
 NH1283|                                                           dddmmss.s |
 NH1283| CJ7903 VICTORY PP 1                        157.673 METERS 13727     |
 NH1283| CI8548 DINGS RM 1                            6.639 METERS 14342     |
 NH1283| NH1334 JANESVILLE ROCK SUGAR CO STK        APPROX. 7.4 KM 1865719.4 |
 NH1283| CI8547 DINGS AZ MK                                        1911634.8 |
 NH1283| NH1322 JANESVILLE ST MARYS CH SPIRE        APPROX. 5.9 KM 2050743.0 |
 NH1283| NH1323 JANESVILLE RADIO STA WCLO MAST      APPROX. 9.2 KM 2073322.0 |
 NH1283| NH1331 AIRPORT BCN N SIDE APT JANESV       APPROX. 2.9 KM 2080628.2 |
 NH1283| NH1324 JANESVILLE PARKER PEN CO STACK      APPROX. 4.7 KM 2221106.9 |
 NH1283| CI8549 DINGS RM 2                            8.128 METERS 31915     |
 NH1283|---------------------------------------------------------------------|
 NH1283
 NH1283                          SUPERSEDED SURVEY CONTROL
 NH1283
 NH1283  NAD 83(1986)-  42 44 00.69321(N)    088 59 24.65784(W) AD(       ) 3
 NH1283  NAD 27      -  42 44 00.65980(N)    088 59 24.25990(W) AD(       ) 3
 NH1283
 NH1283.Superseded values are not recommended for survey control.
 NH1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1283.See file dsdata.txt to determine how the superseded data were derived.
 NH1283
 NH1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3708233145(NAD 83)
 NH1283_MARKER: DS = TRIANGULATION STATION DISK
 NH1283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1283
 NH1283  HISTORY     - Date     Condition        Report By
 NH1283  HISTORY     - 1957     MONUMENTED       CGS
 NH1283  HISTORY     - 1980     GOOD             LOCENG
 NH1283  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH1283  HISTORY     - 20060906 GOOD             GEOCAC
 NH1283
 NH1283                          STATION DESCRIPTION
 NH1283
 NH1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1283'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF MILFORD,
 NH1283'ABOUT 3 MILES NORTHEAST OF THE CENTER OF JANESVILLE AND ON
 NH1283'ROAD RIGHT-OF-WAY.  IT IS 25 FEET SOUTH OF THE CENTERLINE
 NH1283'OF KENNEDY DRIVE, 7 FEET NORTHEAST OF A WHITE WITNESS POST
 NH1283'AND 2 FEET NORTH OF AN EAST-WEST FENCE.  THE MONUMENT IS FLUSH
 NH1283'AND THE DISK IS STAMPED DINGS 1957.
 NH1283'
 NH1283'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14
 NH1283'AND STATE HIGHWAY 26 ABOUT 3 MILES NORTHEAST OF THE CENTER
 NH1283'OF JANESVILLE, GO NORTHEAST ON HIGHWAY 26 FOR 0.6 MILE TO THE
 NH1283'AZIMUTH MARK ON THE LEFT.  CONTINUE NORTHEAST ON HIGHWAY 26 FOR
 NH1283'0.35 MILE TO A FIVE POINT INTERSECTION.  TURN LEFT ON KENNEDY
 NH1283'DRIVE AND GO NORTHWEST ON THE PAVED ROAD FOR 0.1 MILE TO THE
 NH1283'STATION ON THE LEFT AS DESCRIBED.
 NH1283'
 NH1283'REFERENCE MARK 1 IS 25 FEET SOUTH OF THE CENTERLINE OF THE
 NH1283'ROAD AND 1 FOOT NORTH OF THE FENCE.  THE MONUMENT PROJECTS
 NH1283'2 INCHES AND THE DISK IS STAMPED DINGS NO 1 1957.
 NH1283'
 NH1283'REFERENCE MARK 2 IS 24 FEET SOUTH OF THE CENTERLINE OF THE
 NH1283'ROAD, 20 FEET WEST OF THE WHITE WITNESS POST AND 1 FOOT
 NH1283'NORTH OF THE FENCE.  THE MONUMENT PROJECTS 2 INCHES AND
 NH1283'THE DISK IS STAMPED DINGS NO 2 1957.
 NH1283'
 NH1283'THE AZIMUTH MARK IS 32 FEET WEST OF THE CENTERLINE OF HIGHWAY
 NH1283'26 AND 3 FEET EAST OF A TELEPHONE POLE AND A WHITE WITNESS
 NH1283'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED DINGS 1957.
 NH1283'
 NH1283'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NH1283
 NH1283                          STATION RECOVERY (1980)
 NH1283
 NH1283'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (PN)
 NH1283'AZ. MARK NOT FOUND.
 NH1283'
 NH1283'DINGS 1957 FOUND-GOOD COND.
 NH1283'
 NH1283'DINGS NO. 1 1957 FOUND-GOOD COND.
 NH1283'
 NH1283'DINGS NO. 2 1957 FOUND-GOOD COND.
 NH1283'
 NH1283'TO REACH STATION FROM JUNCTION USH 14 AND STH 26, GO N.E. ON HWY 26
 NH1283'FOR 0.85 TO INTERSECTION WITH ROTAMER RD.  TURN LEFT ONTO W. ROTAMER
 NH1283'RD, GO 0.15 MILE TO STATION ON LEFT.
 NH1283'
 NH1283'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MI. NE. OF CENTER OF
 NH1283'JANESVILLE.
 NH1283
 NH1283                          STATION RECOVERY (2001)
 NH1283
 NH1283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1283'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH1283
 NH1283                          STATION RECOVERY (2006)
 NH1283
 NH1283'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 NH1283'THE STATION IS 25 FET SOUTHWEST OF AND ABOUT FOUR FEET HIGHER THAN
 NH1283'WEST ROTAMER ROAD.  THE STATION IS ABOUT 40 FEET SOUTHEAST OF WOOD
 NH1283'UTILITY POLE N660040. TO REACH FROM INTERSTATE 39 AND 90, EXIT 171, GO
 NH1283'NORTHEAST ON WI STATE HIGHWAY 26 FOR ABOUT 0.26 MILES.  TURN LEFT AT
 NH1283'THE LIGHT AND GO NORTHWEST ON KETTERING STREET FOR ABOUT 0.2
 NH1283'MILES.  TURN RIGHT AND GO NORTHEAST ON WHITNEY STREET FOR ABOUT 0.25
 NH1283'MILES TO WEST ROTAMER ROAD LEADING NORTH AND SOUTHEAST.  TURN RIGHT
 NH1283'AND GO SOUTHEAST ON WEST ROTAMER FOR ABOUT 100 FEET AND THE STATION ON
 NH1283'THE RIGHT.  SEARCHED FOR BUT COULD NOT FIND EITHER REFERENCE MARK OR
 NH1283'THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0674 ***********************************************************************
 PO0674  DESIGNATION -  DISCO
 PO0674  PID         -  PO0674
 PO0674  STATE/COUNTY-  WI/JACKSON
 PO0674  USGS QUAD   -  NORTH BEND NE (1969)
 PO0674
 PO0674                         *CURRENT SURVEY CONTROL
 PO0674  ___________________________________________________________________
 PO0674* NAD 83(1991)-  44 13 33.65979(N)    091 01 55.42623(W)     ADJUSTED  
 PO0674* NAVD 88     -       422.2    (meters)    1385.     (feet)  VERTCON   
 PO0674  ___________________________________________________________________
 PO0674  LAPLACE CORR-          -9.32  (seconds)                    DEFLEC99
 PO0674  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 PO0674
 PO0674  HORZ ORDER  -  SECOND
 PO0674
 PO0674.The horizontal coordinates were established by classical geodetic methods
 PO0674.and adjusted by the National Geodetic Survey in March 1999..
 PO0674
 PO0674.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0674
 PO0674.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0674
 PO0674.The geoid height was determined by GEOID03.
 PO0674
 PO0674;                    North         East     Units Scale Factor Converg.
 PO0674;SPC WI C     -    44,158.392   517,538.891   MT  1.00000462   -0 43 41.5
 PO0674;SPC WI C     -   144,876.32  1,697,958.84   sFT  1.00000462   -0 43 41.5
 PO0674;UTM  15      - 4,898,859.620   657,178.315   MT  0.99990384   +1 22 22.4
 PO0674
 PO0674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0674!SPC WI C     -   0.99993888  x   1.00000462  =   0.99994350
 PO0674!UTM  15      -   0.99993888  x   0.99990384  =   0.99984272
 PO0674
 PO0674|---------------------------------------------------------------------|
 PO0674| PID    Reference Object                     Distance      Geod. Az  |
 PO0674|                                                           dddmmss.s |
 PO0674| CJ4847 DISCO RM 1                           11.960 METERS 04814     |
 PO0674| CJ4848 DISCO RM 2                            9.930 METERS 13857     |
 PO0674|---------------------------------------------------------------------|
 PO0674
 PO0674                          SUPERSEDED SURVEY CONTROL
 PO0674
 PO0674  NAD 83(1991)-  44 13 33.65936(N)    091 01 55.42684(W) AD(       ) 2
 PO0674  NAD 83(1986)-  44 13 33.65502(N)    091 01 55.43490(W) AD(       ) 2
 PO0674  NAD 27      -  44 13 33.79795(N)    091 01 54.91501(W) AD(       ) 2
 PO0674  NGVD 29 (07/19/86)  422.2    (m)         1385.     (f) VERT ANG       
 PO0674
 PO0674.Superseded values are not recommended for survey control.
 PO0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0674.See file dsdata.txt to determine how the superseded data were derived.
 PO0674
 PO0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ5717898860(NAD 83)
 PO0674_MARKER: DD = SURVEY DISK
 PO0674_SETTING: 0 = UNSPECIFIED SETTING
 PO0674
 PO0674  HISTORY     - Date     Condition        Report By
 PO0674  HISTORY     - 1967     MONUMENTED       USGS
 PO0674
 PO0674                          STATION DESCRIPTION
 PO0674
 PO0674'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (DLH)
 PO0674'THE STATION IS ABOUT 5.0 MI S. AND 8.5 MI W. OF BLACK RIVER FALLS,
 PO0674'ON THE CREST OF A PROMINENT NW.-SE. RIDGE, ON LAND OWNED BY
 PO0674'MR. PLINYY C. PETERSON, IN THE SW. QUARTER OF THE NW. QUARTER OF
 PO0674'SEC. 7, T. 20 N., R. 5 W.
 PO0674'
 PO0674'TO REACH THE STATION FROM BLACK RIVER FALLS POST OFFICE, GO 1
 PO0674'BLOCK N. TO THE INTERSECTION OF WISC. HWY. 54, TURN LEFT AND GO
 PO0674'W. AND S. 1.5 MI TO THE JCT. OF COUNTY RD. C, TURN RIGHT AND GO
 PO0674'7.8 MI TO THE JCT. OF COUNTY RD. X AT DISCO STORE, TURN LEFT AND
 PO0674'GO 1.3 MI TO THE N. LARKIN RD., TURN RIGHT AND GO 1.9 MI TO A
 PO0674'GRAVEL T-RD., TURN RIGHT AND GO 0.4 MI TO RESIDENCE OF MR.
 PO0674'PETERSON.  FROM THE RESIDENCE, GO NW. 0.5 MI ON A FARM RD. TO A
 PO0674'GATE IN A N.-S. FENCE.  FROM GATE WALK ABOUT 400 YARDS
 PO0674'SSW. TO THE CREST OF THE RIDGE AND THE STATION.
 PO0674'
 PO0674'THE STATION AND REFERENCE MARKS ARE STANDARD TABLETS CRIMPED ON
 PO0674'COPPER WELD RODS DRIVEN ABOUT 6 FT TO REFUSAL IN BEDROCK.  THE MARKS
 PO0674'ARE SET IN 6-IN. DIAMETER TILE FILLED WITH GRAVEL AND STAMPED
 PO0674'DISCO 1967.
 PO0674'
 PO0674'NO AZIMUTH WAS SET.  ANGLES WERE TURNED TO A MICRO-WAVE TOWER
 PO0674'ABOUT 14.0 MI NE., POINTING TO THE TOP RED LIGHT.
 PO0674'
 PO0674'THE STATION MARK IS ON THE CREST OF THE RIDGE, 224.68 FT SE. OF A
 PO0674'FENCE CORNER, 13.40 FT N. OF A FENCE SE., 27.7 FT W. OF TWIN
 PO0674'10-IN. DIAMETER HICKORY TREES, AND 43.10 FT SW. OF A 16-IN.
 PO0674'DIAMETER OAK TREE.
 PO0674'
 PO0674'REFERENCE MARK NO. 1 IS 11.96 M. (39.24 FT) NE. OF THE STATION AND
 PO0674'4.2 FT SW. OF A 16-IN. DIAMETER OAK TREE.
 PO0674'
 PO0674'REFERENCE MARK NO. 2 IS 9.93 M. (32.59 FT) SE. OF THE STATION AND
 PO0674'1 FT N. OF A NW.-SE. FENCE.
 PO0674'
 PO0674'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1193 ***********************************************************************
 OM1193  DESIGNATION -  DIVIDE
 OM1193  PID         -  OM1193
 OM1193  STATE/COUNTY-  WI/ADAMS
 OM1193  USGS QUAD   -  BIG SPRING (1975)
 OM1193
 OM1193                         *CURRENT SURVEY CONTROL
 OM1193  ___________________________________________________________________
 OM1193* NAD 83(1991)-  43 42 55.59254(N)    089 41 54.67200(W)     ADJUSTED  
 OM1193* NAVD 88     -       290.     (meters)     951.     (feet)  SCALED    
 OM1193  ___________________________________________________________________
 OM1193  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 OM1193  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 OM1193
 OM1193  HORZ ORDER  -  FIRST
 OM1193
 OM1193.The horizontal coordinates were established by classical geodetic methods
 OM1193.and adjusted by the National Geodetic Survey in November 1991..
 OM1193
 OM1193.The orthometric height was scaled from a topographic map.
 OM1193
 OM1193.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1193
 OM1193.The geoid height was determined by GEOID03.
 OM1193
 OM1193;                    North         East     Units Scale Factor Converg.
 OM1193;SPC WI S     -   190,615.055   624,294.504   MT  0.99994756   +0 12 25.7
 OM1193;SPC WI S     -   625,376.23  2,048,206.22   sFT  0.99994756   +0 12 25.7
 OM1193;UTM  16      - 4,843,807.579   282,613.495   MT  1.00018129   -1 51 56.2
 OM1193
 OM1193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1193!SPC WI S     -   0.99996010  x   0.99994756  =   0.99990766
 OM1193!UTM  16      -   0.99996010  x   1.00018129  =   1.00014138
 OM1193
 OM1193:                Primary Azimuth Mark                     Grid Az
 OM1193:SPC WI S     -  OBSERVATORY                              091 55 35.8
 OM1193:UTM  16      -  OBSERVATORY                              093 59 57.7
 OM1193
 OM1193|---------------------------------------------------------------------|
 OM1193| PID    Reference Object                     Distance      Geod. Az  |
 OM1193|                                                           dddmmss.s |
 OM1193| OM0994 OBSERVATORY                         APPROX.28.7 KM 0920801.5 |
 OM1193| CI8551 DIVIDE RM 1                          15.108 METERS 19744     |
 OM1193| OM1197 WISCONSIN DELLS S MUNICIPAL TK      APPROX.11.2 KM 2063736.0 |
 OM1193| OM1199 WISCONSIN DELLS N MUNICIPAL TK      APPROX.10.6 KM 2105136.5 |
 OM1193| OM1200 THE DELLS LOOKOUT TOWER             APPROX. 8.0 KM 2345543.9 |
 OM1193| OM1210 LYNDON ST MARYS CATH CH TOWER       APPROX.16.2 KM 2681623.9 |
 OM1193| CI8550 DIVIDE AZ MK                                       2874003.4 |
 OM1193| CI8552 DIVIDE RM 2                          80.254 METERS 30353     |
 OM1193|---------------------------------------------------------------------|
 OM1193
 OM1193                          SUPERSEDED SURVEY CONTROL
 OM1193
 OM1193  NAD 83(1986)-  43 42 55.58726(N)    089 41 54.67880(W) AD(       ) 1
 OM1193  NAD 27      -  43 42 55.66800(N)    089 41 54.23500(W) AD(       ) 1
 OM1193
 OM1193.Superseded values are not recommended for survey control.
 OM1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1193.See file dsdata.txt to determine how the superseded data were derived.
 OM1193
 OM1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP8261343808(NAD 83)
 OM1193_MARKER: DS = TRIANGULATION STATION DISK
 OM1193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1193
 OM1193  HISTORY     - Date     Condition        Report By
 OM1193  HISTORY     - 1930     MONUMENTED       CGS
 OM1193  HISTORY     - 1935     GOOD             CGS
 OM1193  HISTORY     - 1958     GOOD             CGS
 OM1193  HISTORY     - 1973     GOOD             WIDT
 OM1193  HISTORY     - 1973     GOOD             NGS
 OM1193
 OM1193                          STATION DESCRIPTION
 OM1193
 OM1193'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (ITS)
 OM1193'ABOUT 5 MILES N AND 4 MILES E OF KILBOURN, AND 12 MILES
 OM1193'S OF GRAND MARSH ON LAND OWNED BY A MR. COPELAND OR COPEMAN,
 OM1193'A BANKER IN KILBOURN.
 OM1193'
 OM1193'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 OM1193'DISKS SET IN CONCRETE.
 OM1193'SURFACE MARK IS SET 4 INCHES ABOVE THE GROUND.
 OM1193'
 OM1193'REFERENCE MARK NO. 1 IS SW OF THE STATION, IN A N-S FENCE
 OM1193'LINE.  MARK IS SET 4 INCHES ABOVE THE GROUND.
 OM1193'
 OM1193'REFERENCE MARK NO. 2 IS NW OF STATION IN SE FENCE CORNER
 OM1193'OF CLEARED FIELD.  MARK IS SET 4 INCHES ABOVE THE GROUND.
 OM1193'
 OM1193'REACHED FROM KILBOURN BY TAKING STATE HIGHWAY 135 E 4.3
 OM1193'MILES TO JUNCTION WITH ADAMS COUNTY TRUNK B.  FOLLOW HIGHWAY
 OM1193'B N 3-1/2 MILES TO A SAND ROAD TURNING E OPPOSITE MAIL BOX
 OM1193'OF SIG WILLIAMS, WHO LIVES 0.6 MILE E.  FOLLOW THIS ROAD
 OM1193'E 1 MILE TO WHERE IT BEARS TO THE RIGHT AT TOP OF SMALL
 OM1193'GRADE, AT SE CORNER OF FIELD, THENCE SE 90 YARDS TO STATION.
 OM1193'STATION IS 18 FEET E OF WAGON ROAD, 16 FEET NE OF A BLAZED
 OM1193'OAK, 14 FEET W OF A BLAZED OAK, AND 13 FEET S OF A BLAZED
 OM1193'OAK, AND 25 FEET N OF WHERE WAGON ROAD DESCENDS THE SOUTHERN
 OM1193'SLOPE OF RIDGE.
 OM1193'
 OM1193'HEIGHT OF SIGNAL ABOVE STATION MARK - 27.4 METERS.
 OM1193
 OM1193                          STATION RECOVERY (1935)
 OM1193
 OM1193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 OM1193'STATION RECOVERED AND ALL MARKS FOUND TO BE IN GOOD CONDITION.
 OM1193'THE DISTANCE TO REFERENCE MARK NO. 1 FAILED TO CHECK BY 0.05
 OM1193'FOOT.  THE DIRECTION TO REFERENCE MARK NO. 1 FAILED TO CHECK
 OM1193'BY 2 DEG 50 MIN.  THE DIRECTION TO REFERENCE MARK NO. 2
 OM1193'FAILED TO CHECK BY 36 DEG 04 MIN 40 SEC.
 OM1193'
 OM1193'AN AZIMUTH MARK WAS SET.
 OM1193'
 OM1193'THIS STATION IS ABOUT 5-1/2 MILES NE OF WISCONSIN DELLS
 OM1193'(FORMERLY KILBOURN) AND ABOUT 12 MILES S OF GRAND MARSH, ABOUT
 OM1193'1 MILE E OF COUNTY HIGHWAY B.  ON LAND OWNED BY MR. COPEMAN,
 OM1193'A BANKER IN WISCONSIN DELLS.  LOCATED IN OAK WOODLAND ON
 OM1193'THE HIGHEST GROUND IN THE IMMEDIATE VICINITY.  ABOUT 0.3
 OM1193'MILE E OF A DESERTED HOUSE AND BARN ON N SIDE OF SAND ROAD.
 OM1193'25 FEET N OF POINT WHERE WOODS ROAD DESCENDS THE SOUTHERN
 OM1193'SLOPE OF RIDGE.  18 FEET E OF WOODS ROAD.  16 FEET N OF
 OM1193'6-INCH OAK WITH TRIANGLE BLAZE.  13 FEET S OF 6-INCH OAK
 OM1193'WITH TRIANGLE BLAZE.  14 FEET W OF 6-INCH OAK WITH TRIANGLE
 OM1193'BLAZE.  0.05 MILE SE OF WHERE WOODS ROAD TURNS SE AT FENCE
 OM1193'CORNER.  THE MARK PROJECTS 4 INCHES.
 OM1193'
 OM1193'REFERENCE MARK NO. 1 IS SW OF THE STATION, 24 FEET SW OF
 OM1193'WOODS ROAD.  6 INCHES W OF FENCE LINE.  THE MARK PROJECTS
 OM1193'3 INCHES.
 OM1193'
 OM1193'REFERENCE MARK NO. 2 IS NW OF THE STATION.  1-1/2 FEET NE
 OM1193'OF FENCE CORNER AT SW CORNER OF CULTIVATED FIELD.  20 FEET
 OM1193'N OF CENTER LINE OF SAND ROAD AT POINT WHERE ROAD TURNS
 OM1193'SE INTO WOODS.  THE MARK IS FLUSH WITH THE GROUND.
 OM1193'
 OM1193'THE AZIMUTH MARK, 1935, IS WNW OF THE STATION.  AT S SIDE
 OM1193'OF BARN, WHICH IS ABOUT 60 YARDS N OF DESERTED FARMHOUSE
 OM1193'ON N SIDE OF SAND ROAD.  7 FEET W OF SE CORNER OF BARN.  2
 OM1193'FEET S OF SIDE OF BARN.  THE MARK PROJECTS 2 INCHES.
 OM1193'
 OM1193'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 16,
 OM1193'23 AND 135 IN WISCONSIN DELLS.  GO E AND N ON HIGHWAY 135,
 OM1193'3.75 MILES TO JUNCTION WITH COUNTY HIGHWAY B.  THENCE N ON
 OM1193'HIGHWAY B 4.1 MILES TO JUNCTION WITH COUNTY HIGHWAY K.  CONTINUE
 OM1193'N ON HIGHWAY B 0.5 MILE TO SAND ROAD LEADING E, AT S SIDE OF
 OM1193'LINE OF OAK TREES, THENCE E ON THIS SAND ROAD 0.5 MILE TO
 OM1193'YELLOW HOUSE ON S SIDE OF ROAD.  CONTINUE E ON DIM SAND
 OM1193'ROAD 0.2 MILE TO DESERTED FARMHOUSE ON N SIDE OF ROAD
 OM1193'(AZIMUTH MARK IS 60 YARDS N OF THIS HOUSE AT S SIDE OF BARN).
 OM1193'CONTINUE E ON DIM ROAD 0.3 MILE ALONG N SIDE OF WOOD LAND
 OM1193'0.3 MILE TO WHERE ROAD TURNS SE INTO WOODS, FOLLOW ROAD SE
 OM1193'0.05 MILE TO BLAZED OAK TREES AND STATION.
 OM1193'
 OM1193'FROM A 37-FOOT SIGNAL AT THIS STATION AN 8-FOOT SIGNAL IS
 OM1193'VISIBLE AT SHEEP 1930.  A 4-FOOT SIGNAL AT MOUND 1930.  A
 OM1193'100-FOOT SIGNAL AT SHANNAHAN, AND A 100-FOOT SIGNAL AT
 OM1193'COENS.  THE AZIMUTH MARK IS VISIBLE AT 30 FEET.
 OM1193
 OM1193                          STATION RECOVERY (1958)
 OM1193
 OM1193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1193'THE STATION AND ALL REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 OM1193'THE DISTANCE TO THE REFERENCE MARKS CHECKED BUT THE DIRECTION
 OM1193'TO REFERENCE MARK 1 DID NOT CHECK BY 1 MINUTE AND 38 SECONDS.
 OM1193'THE DIRECTION TO REFERENCE MARK 2 DID NOT CHECK BY 4 MINUTE
 OM1193'AND 24 SECONDS.  THE DIRECTION TO THE AZIMUTH MARK CHECKED.
 OM1193'THE OLD HOUSE AND BARN MENTIONED IN THE AZIMUTH MARK DESCRIPTION
 OM1193'ARE GONE AND THE BLAZED TREES MENTIONED IN THE STATION
 OM1193'DESCRIPTION DID NOT CHECK.  A COMPLETE NEW TO REACH AND
 OM1193'DESCRIPTION FOLLOWS.
 OM1193'
 OM1193'THE STATION IS ABOUT 7 MILES NORTHEAST OF THE DELLS, ABOUT
 OM1193'8 MILES SOUTHWEST OF OXFORD AND ON THE HIGHEST POINT OF A WOODED
 OM1193'AREA OWNED BY MR. HAROLD SPRING.  IT IS 18 FEET NORTHEAST OF
 OM1193'A WOODS ROAD, 12 FEET SOUTHWEST OF A 8 INCH OAK TREE WITH A
 OM1193'TRIANGULAR BLAZE ON THE WEST SIDE, 12 FEET SOUTHEAST OF A
 OM1193'10 INCH OAK TREE WITH A TRIANGULAR BLAZE ON THE SOUTHEAST
 OM1193'SIDE AND 22 NORTH OF A 12 INCH OAK TREE.  THE MONUMENT PROJECTS
 OM1193'2 INCHES AND THE DISK IS STAMPED DIVIDE 1930.
 OM1193'
 OM1193'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 16
 OM1193'AND STATE HIGHWAYS 13 AND 23 AT THE EAST EDGE OF THE DELLS,
 OM1193'GO EAST ON HIGHWAY 23 FOR 3.4 MILES TO THE JUNCTION OF COUNTY
 OM1193'ROAD B.  TURN LEFT AND GO NORTH ON ROAD B FOR 3.9 MILES TO
 OM1193'THE JUNCTION OF COUNTY ROAD K.  CONTINUE NORTH ON ROAD B
 OM1193'FOR 0.5 MILE TO A GRAVELED ROAD RIGHT.  TURN RIGHT ON THE
 OM1193'GRAVELED ROAD AND GO EAST FOR 0.5 MILE TO THE END OF THE
 OM1193'GRAVELED ROAD AND A HOUSE ON THE RIGHT.  CONTINUE EAST ON
 OM1193'A WOODS ROAD FOR 0.25 MILES TO AN OLD HOUSE FOUNDATION ON THE
 OM1193'LEFT AND AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE
 OM1193'EAST ON THE ROAD FOR 0.2 MILE TO A FENCE CORNER AND A WIRE
 OM1193'GATE.  DRIVE THROUGH THE GATE AND GO SOUTHEAST FOR 0.05
 OM1193'MILE TO THE HIGHEST POINT OF THE WOODS AND THE STATION AS
 OM1193'DESCRIBED.
 OM1193'
 OM1193'REFERENCE MARK 1 IS 24 FEET SOUTHWEST OF THE CENTERLINE
 OM1193'OF THE ROAD AND 16 FEET SOUTHWEST OF A 12 INCH OAK TREE.  THE
 OM1193'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED DIVIDE
 OM1193'NO 1 1930.
 OM1193'
 OM1193'REFERENCE MARK 2 IS 20 FEET NORTH OF THE CENTERLINE OF THE
 OM1193'ROAD AND 1-1/2 FEET NORTHEAST OF A FENCE CORNER.  THE MONUMENT
 OM1193'IS FLUSH AND THE DISK IS STAMPED DIVIDE NO 2 1930.
 OM1193'
 OM1193'THE AZIMUTH MARK IS 284 FEET NORTH OF THE CENTERLINE OF THE
 OM1193'ROAD, 40 FEET NORTHEAST OF A 20 INCH OAK TREE AND 1 FOOT
 OM1193'EAST OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND
 OM1193'THE DISK IS STAMPED DIVIDE 1935.
 OM1193'
 OM1193'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 OM1193
 OM1193                          STATION RECOVERY (1973)
 OM1193
 OM1193'RECOVERY NOTE BY WI DEPT OF TRANSP 1973 (GN)
 OM1193'DIVIDE 1930-GOOD STEEL WITNESS POST SET NEARBY
 OM1193'
 OM1193'DIVIDE NO. 1 1930-GOOD STEEL WITNESS POST SET NEARBY
 OM1193'
 OM1193'DIVIDE NO. 2 1930-GOOD STEEL WITNESS POST SET NEARBY
 OM1193'
 OM1193'AZIMUTH MARK WAS NOT RECOVERED, WITNESS POST AND 20 IN OAK
 OM1193'ARE REMOVED.
 OM1193'
 OM1193'AREA NOW UNDER CULTIVATION.  REFERENCE MADE IN 1958 ARE
 OM1193'SUFFICIENT, ALL OTHER STATIONS
 OM1193
 OM1193                          STATION RECOVERY (1973)
 OM1193
 OM1193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 OM1193'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 OM1193'THE AZIMUTH MARK WAS NOT FOUND AND ASSUMED TO HAVE BEEN
 OM1193'DESTROYED SINCE THE AREA IS NOW A CULTIVATED FIELD.  THERE
 OM1193'IS NO PLACE TO SET A NEW AZIMUTH MARK NOR ANY OBJECT VISIBLE
 OM1193'FROM WHICH TO SET ONE.  THE DISTANCES TO THE REFERENCE MARKS
 OM1193'CHECKED THE 1958 VALUES AS DID THE DIRECTION BETWEEN THEM.
 OM1193'A NEW DESCRIPTION FOLLOWS--
 OM1193'
 OM1193'THE STATION IS LOCATED ON THE HIGHEST POINT OF A SMALL WOODED
 OM1193'HILL, 265 FEET SOUTHEAST OF A FENCE CORNER, 33 FEET NORTHEAST
 OM1193'OF AN 18 INCH OAK TREE, 2 FEET NORTHWEST OF A METAL WITNESS
 OM1193'POST, 17 FEET EAST OF THE CENTERLINE OF A TRACK ROAD AND 18
 OM1193'FEET SOUTHWEST OF A 10 INCH OAK TREE.  THE MONUMENT PROJECTS
 OM1193'4 INCHES AND THE DISK IS STAMPED DIVIDE 1930.
 OM1193'
 OM1193'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 OM1193'13 AND 23 AT THE EAST EDGE OF WISCONSIN DELLS, GO EASTERLY
 OM1193'ON HIGHWAY 23 FOR 3.55 MILES TO THE JUNCTION OF COUNTY RD.
 OM1193'B.  TURN LEFT AND GO NORTH ON RD. B FOR 4.05 MILES TO THE
 OM1193'JUNCTION OF CO. RD. K.  CONTINUE NORTH ON RD. B FOR 0.5
 OM1193'MILE TO A ROAD RIGHT.  TURN RIGHT AND GO EAST ON GEM AVE.
 OM1193'FOR 0.5 MILE TO THE END OF PAVEMENT AND A DRIVEWAY RIGHT.
 OM1193'CONTINUE EAST ON TRACK ROAD FOR 0.6 MILE TO A TRACK ROAD
 OM1193'RIGHT.  TURN RIGHT AND GO SOUTH EAST AND UP SMALL HILL FOR
 OM1193'ABOUT 200 FEET TO THE STATION ON THE LEFT.
 OM1193'
 OM1193'REFERENCE MARK 1 IS 18 FEET SOUTHWEST OF THE 18 INCH OAK
 OM1193'TREE, 25 FEET WEST OF THE CENTERLINE OF TRACK ROAD AND 6
 OM1193'FEET NORTH OF A 10 INCH OAK TREE.  THE MONUMENT PROJECTS
 OM1193'3 INCHES AND THE DISK IS STAMPED DIVIDE NO 1 1930.
 OM1193'
 OM1193'REFERENCE MARK 2 IS 5 FEET NORTHEAST OF THE FENCE CORNER,
 OM1193'21 FEET NORTH OF THE CENTERLINE OF TRACK ROAD, 29 FEET NORTHWEST
 OM1193'OF A 30 INCH OAK TREE AND AT THE SOUTHEAST CORNER OF A CULTIVATED
 OM1193'FIELD.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 OM1193'DIVIDE NO 2 1930.
 OM1193'
 OM1193'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 OM1193'
 OM1193'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT ABOUT
 OM1193'5-1/2 MILES NORTHEAST OF WISCONSIN DELLS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0050 ***********************************************************************
 QM0050  DESIGNATION -  DIXIE
 QM0050  PID         -  QM0050
 QM0050  STATE/COUNTY-  WI/OCONTO
 QM0050  USGS QUAD   -  BREED (1973)
 QM0050
 QM0050                         *CURRENT SURVEY CONTROL
 QM0050  ___________________________________________________________________
 QM0050* NAD 83(1991)-  45 07 29.86419(N)    088 27 31.20900(W)     ADJUSTED  
 QM0050* NAVD 88     -       270.554  (meters)     887.64   (feet)  ADJUSTED  
 QM0050  ___________________________________________________________________
 QM0050  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 QM0050  GEOID HEIGHT-         -35.79  (meters)                     GEOID03
 QM0050  DYNAMIC HT  -         270.526 (meters)     887.55  (feet)  COMP
 QM0050  MODELED GRAV-     980,508.4   (mgal)                       NAVD 88
 QM0050
 QM0050  HORZ ORDER  -  FIRST
 QM0050  VERT ORDER  -  FIRST     CLASS II
 QM0050
 QM0050.The horizontal coordinates were established by classical geodetic methods
 QM0050.and adjusted by the National Geodetic Survey in November 1991..
 QM0050
 QM0050.The orthometric height was determined by differential leveling
 QM0050.and adjusted by the National Geodetic Survey in June 1991..
 QM0050
 QM0050.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0050
 QM0050.The geoid height was determined by GEOID03.
 QM0050
 QM0050.The dynamic height is computed by dividing the NAVD 88
 QM0050.geopotential number by the normal gravity value computed on the
 QM0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0050.degrees latitude (g = 980.6199 gals.).
 QM0050
 QM0050.The modeled gravity was interpolated from observed gravity values.
 QM0050
 QM0050;                    North         East     Units Scale Factor Converg.
 QM0050;SPC WI C     -   144,676.565   721,251.272   MT  0.99995012   +1 05 15.1
 QM0050;SPC WI C     -   474,659.70  2,366,305.21   sFT  0.99995012   +1 05 15.1
 QM0050;UTM  16      - 4,997,867.187   385,284.765   MT  0.99976181   -1 02 01.7
 QM0050
 QM0050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0050!SPC WI C     -   0.99996319  x   0.99995012  =   0.99991332
 QM0050!UTM  16      -   0.99996319  x   0.99976181  =   0.99972501
 QM0050
 QM0050:                Primary Azimuth Mark                     Grid Az
 QM0050:SPC WI C     -  BONITA                                   185 38 38.4
 QM0050:UTM  16      -  BONITA                                   187 45 55.2
 QM0050
 QM0050|---------------------------------------------------------------------|
 QM0050| PID    Reference Object                     Distance      Geod. Az  |
 QM0050|                                                           dddmmss.s |
 QM0050| QM0051 BONITA                              APPROX. 0.7 KM 1864353.5 |
 QM0050|---------------------------------------------------------------------|
 QM0050
 QM0050                          SUPERSEDED SURVEY CONTROL
 QM0050
 QM0050  NAD 83(1986)-  45 07 29.87473(N)    088 27 31.25471(W) AD(       ) 1
 QM0050  NAD 27      -  45 07 29.92100(N)    088 27 30.85700(W) AD(       ) 1
 QM0050  NGVD 29 (??/??/92)  270.557  (m)          887.65   (f) ADJ UNCH    1 2
 QM0050
 QM0050.Superseded values are not recommended for survey control.
 QM0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0050.See file dsdata.txt to determine how the superseded data were derived.
 QM0050
 QM0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8528597867(NAD 83)
 QM0050_MARKER: DS = TRIANGULATION STATION DISK
 QM0050_SETTING: 66 = SET IN ROCK OUTCROP
 QM0050_SP_SET: ROCK CUT
 QM0050_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QM0050+STABILITY: POSITION/ELEVATION WELL
 QM0050
 QM0050  HISTORY     - Date     Condition        Report By
 QM0050  HISTORY     - 1921     MONUMENTED       CGS
 QM0050  HISTORY     - 1922     GOOD             NGS
 QM0050  HISTORY     - 1928     GOOD             CGS
 QM0050  HISTORY     - 1934     MARK NOT FOUND   NGS
 QM0050  HISTORY     - 1935     GOOD             WIGS
 QM0050  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0050  HISTORY     - 20051212 MARK NOT FOUND   WIDT
 QM0050
 QM0050                          STATION DESCRIPTION
 QM0050
 QM0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0050'STATION IS ABOUT 3/8 MILE N OF THE FLAGSTOP BONITA, 135
 QM0050'METERS N OF THE N SWITCH STAND FOR THE Y AT BONITA, ON THE E
 QM0050'BANK OF THE SECOND CUT N OF THE DEPOT, 11.685 METERS (38.345
 QM0050'FEET) E OF THE E RAIL OF THE CHICAGO AND NORTHWESTERN RAILWAY.
 QM0050'
 QM0050'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 QM0050'DISKS SET IN CONCRETE.
 QM0050
 QM0050                          STATION RECOVERY (1922)
 QM0050
 QM0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 QM0050'0.4 MI N FROM BONITA.
 QM0050'ABOUT 3/8 MILE NORTH OF THE FLATS TOP BONITA, 135 METERS NORTH
 QM0050'OF THE NORTH SWITCH STAND FOR THE Y AT BONITA, ON THE EAST
 QM0050'BANK OF THE SECOND CUT NORTH OF THE DEPOT, 11.685 METERS
 QM0050'(38.345 FEET) EAST OF THE EAST RAIL OF THE C. AND N.W. RAILROAD.
 QM0050
 QM0050                          STATION RECOVERY (1928)
 QM0050
 QM0050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (EJB)
 QM0050'DESCRIPTION ADEQUATE.  MARK RECOVERED IN GOOD CONDITION.
 QM0050
 QM0050                          STATION RECOVERY (1934)
 QM0050
 QM0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QM0050'MARK NOT FOUND.
 QM0050
 QM0050                          STATION RECOVERY (1935)
 QM0050
 QM0050'RECOVERY NOTE BY WISCONSIN GEODETIC SURVEY 1935
 QM0050'DESCRIPTION ADEQUATE.  MARK FOUND IN GOOD CONDITION AS DESCRIBED.
 QM0050
 QM0050                          STATION RECOVERY (1985)
 QM0050
 QM0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0050'MARK NOT FOUND.
 QM0050
 QM0050                          STATION RECOVERY (2005)
 QM0050
 QM0050'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0050'MARK NOT FOUND. -ADD THE DEPOT, RAILS AND SWITCHES AT BONITA HAVE ALL
 QM0050'BEEN REMOVED. THE ONLY APPARENT DISTURBANCE TO THE CUT BANK IN THIS
 QM0050'AREA WAS SOME RECENT LOGGING ACTIVITY. THE MARK MAY STILL BE INTACT
 QM0050'BUT BE COVERED WITH LOGGING DEBRIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0586 ***********************************************************************
 PO0586  DESIGNATION -  DOAN
 PO0586  PID         -  PO0586
 PO0586  STATE/COUNTY-  WI/MONROE
 PO0586  USGS QUAD   -  CATARACT (1983)
 PO0586
 PO0586                         *CURRENT SURVEY CONTROL
 PO0586  ___________________________________________________________________
 PO0586* NAD 83(1991)-  44 01 06.91769(N)    090 47 24.29144(W)     ADJUSTED  
 PO0586* NAVD 88     -       411.     (meters)    1348.     (feet)  SCALED    
 PO0586  ___________________________________________________________________
 PO0586  LAPLACE CORR-          -7.99  (seconds)                    DEFLEC99
 PO0586  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 PO0586
 PO0586  HORZ ORDER  -  FIRST
 PO0586
 PO0586.The horizontal coordinates were established by classical geodetic methods
 PO0586.and adjusted by the National Geodetic Survey in March 1999..
 PO0586
 PO0586.The orthometric height was scaled from a topographic map.
 PO0586
 PO0586.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0586
 PO0586.The geoid height was determined by GEOID03.
 PO0586
 PO0586;                    North         East     Units Scale Factor Converg.
 PO0586;SPC WI S     -   224,552.556   536,651.946   MT  0.99999059   -0 32 34.3
 PO0586;SPC WI S     -   736,719.51  1,760,665.59   sFT  0.99999059   -0 32 34.3
 PO0586;UTM  15      - 4,876,311.668   677,124.542   MT  0.99998587   +1 32 09.8
 PO0586
 PO0586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0586!SPC WI S     -   0.99994070  x   0.99999059  =   0.99993129
 PO0586!UTM  15      -   0.99994070  x   0.99998587  =   0.99992657
 PO0586
 PO0586|---------------------------------------------------------------------|
 PO0586| PID    Reference Object                     Distance      Geod. Az  |
 PO0586|                                                           dddmmss.s |
 PO0586| CJ4849 DOAN RM 1                                          08416     |
 PO0586| ON1118 PIKES PEAK RED FLAG                 APPROX.15.0 KM 1033803.8 |
 PO0586| ON1123 MCCOY WHITE FLAG                    APPROX.11.9 KM 1122321.0 |
 PO0586| ON1111 BALD BLUFF RED FLAG                 APPROX.14.6 KM 1144523.2 |
 PO0586| ON1114 RIDGEVILLE CHURCH SPIRE             APPROX.23.8 KM 1282646.4 |
 PO0586| ON1122 QUARRY HILL RED FLAG                APPROX. 8.1 KM 1283639.2 |
 PO0586| ON1158 SPARTA AIRWAY BEACON                APPROX. 9.6 KM 1771416.8 |
 PO0586| CJ4850 DOAN RM 2                             5.029 METERS 24008     |
 PO0586|---------------------------------------------------------------------|
 PO0586
 PO0586                          SUPERSEDED SURVEY CONTROL
 PO0586
 PO0586  NAD 83(1991)-  44 01 06.91793(N)    090 47 24.29116(W) AD(       ) 1
 PO0586  NAD 83(1986)-  44 01 06.91451(N)    090 47 24.29790(W) AD(       ) 1
 PO0586  NAD 27      -  44 01 07.04400(N)    090 47 23.82800(W) AD(       ) 1
 PO0586  NGVD 29 (07/19/86)  411.3    (m)         1349.     (f) VERT ANG       
 PO0586
 PO0586.Superseded values are not recommended for survey control.
 PO0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0586.See file dsdata.txt to determine how the superseded data were derived.
 PO0586
 PO0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7712576312(NAD 83)
 PO0586_MARKER: DS = TRIANGULATION STATION DISK
 PO0586_SETTING: 66 = SET IN ROCK OUTCROP
 PO0586_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 PO0586
 PO0586  HISTORY     - Date     Condition        Report By
 PO0586  HISTORY     - 1930     MONUMENTED       CGS
 PO0586  HISTORY     - 1967     GOOD             USGS
 PO0586  HISTORY     - 1968     GOOD             CGS
 PO0586
 PO0586                          STATION DESCRIPTION
 PO0586
 PO0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (ITS)
 PO0586'ABOUT 6 MILES E OF N OF SPARTA ON THE SUMMIT OF A PROMINENT,
 PO0586'HIGH, RIDGE-LIKE HILL BELONGING TO A MRS. DOAN OF SPARTA.
 PO0586'
 PO0586'THE STATION IS ON THE EXTREME WESTERLY END OF THE RIDGE, 23.1
 PO0586'FEET SE OF A BLAZED THREE-PRONGED BIRCH TREE WHICH STANDS
 PO0586'ON THE WESTERN SLOPE OF THE RIDGE.  MARK IS SET IN DEPRESSION
 PO0586'OF ROCK AND IS 8 INCHES BELOW SURFACE OF THE GROUND.
 PO0586'
 PO0586'STATION AND REFERENCE MARKS NO. 1 AND 2 ARE STANDARD BRONZE
 PO0586'DISKS IN OUTCROPPING BEDROCK.
 PO0586'
 PO0586'REFERENCE MARK NO. 1 IS E OF THE STATION ON S SIDE OF TRAIL,
 PO0586'FLUSH WITH THE GROUND.
 PO0586'
 PO0586'REFERENCE MARK NO. 2 IS SW OF THE STATION IN ROCK LEDGE OVER
 PO0586'EDGE OF CLIFF, ABOUT 6 FEET LOWER THAN THE STATION MARK.
 PO0586'
 PO0586'STATION IS BEST REACHED FROM SPARTA BY TAKING COUNTY TRUNK B
 PO0586'NE 2.6 MILES TO ANGELO, THENCE N (LEFT) ON COUNTY TRUNK E 5
 PO0586'MILES TO TOP OF STEEL GRADE IN A DEEP CUT.  THIS IS END OF
 PO0586'TRUCK TRAVEL.  FROM ROAD, CLIMB BANK ON LEFT (SW) SIDE OF
 PO0586'ROAD AND FOLLOW TO TOP OF SEMICIRCULAR RIDGE, BEARING TO RIGHT
 PO0586'TO SUMMIT OF HILL.
 PO0586'
 PO0586'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.2 METERS.
 PO0586
 PO0586                          STATION RECOVERY (1967)
 PO0586
 PO0586'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 PO0586'STATION RECOVERED AS DESCRIBED.  R.M. 1 RECOVERED IN GOOD
 PO0586'CONDITION.
 PO0586'
 PO0586'R.M. 2 DESTROYED.
 PO0586'
 PO0586'NEW TO REACH DESCRIPTION FOLLOWS--
 PO0586'
 PO0586'STATION IS BEST REACHED FROM CATARACT BY TAKING COUNTY ROAD
 PO0586'B SOUTHEAST 1.5 MILES, THENCE SOUTHEAST ALONG COUNTY ROAD Q 4.7
 PO0586'MILES TO THE TOP OF A STEEP GRADE TO A DEEP CUT.  FROM ROAD,
 PO0586'CLIMB BANK ON RIGHT (SOUTHWEST) SIDE OF ROAD AND FOLLOW TO
 PO0586'TOP OF SEMICIRCULAR RIDGE, BEARING RIGHT TO THE SUMMIT OF THE
 PO0586'HILL.
 PO0586
 PO0586                          STATION RECOVERY (1968)
 PO0586
 PO0586'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (DLH)
 PO0586'ANGLES AND DISTANCES TO REFERENCE MARKS NOT CHECKED.
 PO0586'
 PO0586'STANDARD BRACED TRIPOD USED.
 PO0586'
 PO0586'HEIGHT OF LIGHT ON SCAFE--44.89 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0763 ***********************************************************************
 RM0763  DESIGNATION -  DOBSON
 RM0763  PID         -  RM0763
 RM0763  STATE/COUNTY-  WI/BAYFIELD
 RM0763  USGS QUAD   -  BAYFIELD (1975)
 RM0763
 RM0763                         *CURRENT SURVEY CONTROL
 RM0763  ___________________________________________________________________
 RM0763* NAD 83(1991)-  46 50 11.61049(N)    090 47 34.02168(W)     ADJUSTED  
 RM0763* NAVD 88     -       187.5    (meters)     615.     (feet)  VERTCON   
 RM0763  ___________________________________________________________________
 RM0763  LAPLACE CORR-          -5.08  (seconds)                    DEFLEC99
 RM0763  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 RM0763
 RM0763  HORZ ORDER  -  SECOND
 RM0763
 RM0763.The horizontal coordinates were established by classical geodetic methods
 RM0763.and adjusted by the National Geodetic Survey in March 1999..
 RM0763
 RM0763.The NAVD 88 height was computed by applying the VERTCON shift value to
 RM0763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RM0763
 RM0763.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0763
 RM0763.The geoid height was determined by GEOID03.
 RM0763
 RM0763;                    North         East     Units Scale Factor Converg.
 RM0763;SPC WI N     -   185,909.722   539,520.599   MT  1.00001353   -0 34 18.8
 RM0763;SPC WI N     -   609,938.81  1,770,077.17   sFT  1.00001353   -0 34 18.8
 RM0763;UTM  15      - 5,189,366.994   668,313.295   MT  0.99994820   +1 36 37.2
 RM0763
 RM0763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0763!SPC WI N     -   0.99997557  x   1.00001353  =   0.99998910
 RM0763!UTM  15      -   0.99997557  x   0.99994820  =   0.99992377
 RM0763
 RM0763                          SUPERSEDED SURVEY CONTROL
 RM0763
 RM0763  NAD 83(1991)-  46 50 11.61040(N)    090 47 34.02072(W) AD(       ) 2
 RM0763  NAD 83(1986)-  46 50 11.60189(N)    090 47 34.01345(W) AD(       ) 2
 RM0763  NAD 27      -  46 50 11.84587(N)    090 47 33.34389(W) AD(       ) 2
 RM0763  NGVD 29 (07/19/86)  187.5    (m)          615.     (f) VERT ANG       
 RM0763
 RM0763.Superseded values are not recommended for survey control.
 RM0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0763.See file dsdata.txt to determine how the superseded data were derived.
 RM0763
 RM0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6831389367(NAD 83)
 RM0763_MARKER: DS = TRIANGULATION STATION DISK
 RM0763_SETTING: 0 = UNSPECIFIED SETTING
 RM0763_MAGNETIC: P = MARKER IS A STEEL PIPE
 RM0763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RM0763
 RM0763  HISTORY     - Date     Condition        Report By
 RM0763  HISTORY     - 1978     MONUMENTED       NGS
 RM0763  HISTORY     - 20040504 MARK NOT FOUND   USPSQD
 RM0763
 RM0763                          STATION DESCRIPTION
 RM0763
 RM0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 RM0763'THE STATION IS LOCATED 2 MILES NORTH OF BAYFIELD, ON THE SHORE
 RM0763'OF LAKE SUPERIOR.  IT IS ON PROPERTY OWNED BY KEN DOBSON, RT. 1,
 RM0763'BAYFIELD, WISCONSIN 54814, TELEPHONE NUMBER 779-5420.
 RM0763'
 RM0763'TO REACH FROM 1/2 BLOCK NORTH OF THE POST OFFICE IN
 RM0763'BAYFIELD, GO 0.05 MILE EAST TO
 RM0763'AN INTERSECTION.  TURN LEFT AND GO NORTH ON HIGHWAY 13 FOR
 RM0763'1.9 MILES TO A GRAVEL ROAD ON THE RIGHT, LINDQUIST ROAD.
 RM0763'TURN RIGHT AND GO 0.3
 RM0763'MILE EAST ON THE GRAVEL ROAD TO A DRIVEWAY LEADING TO A LOG
 RM0763'HOUSE ON THE WATERS EDGE.  TURN RIGHT AND FOLLOW THE DRIVEWAY
 RM0763'EAST TO THE HOUSE AND THE STATION.
 RM0763'
 RM0763'THE STATION IS A STANDARD NGS DISK STAMPED---DOBSON 1978---,
 RM0763'WELDED TO THE TOP OF A 2-INCH GALVANIZED PIPE PORJECTING 1 INCH.
 RM0763'IT IS
 RM0763'78.0 FEET SOUTHEAST FROM THE NORTHEAST CORNER OF THE LOG HOUSE,
 RM0763'64.0 FEET EAST FROM THE SOUTHEAST CORNER OF THE LOG HOUSE,
 RM0763'64 FEET NORTH FROM THE STEPS LEADING TO A DOCK, AND
 RM0763'4 FEET WEST FROM THE EDGE OF A BANK.
 RM0763'
 RM0763'HEIGHT OF LIGHT ABOVE STATION WAS 1.4 METERS.
 RM0763
 RM0763                          STATION RECOVERY (2004)
 RM0763
 RM0763'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 RM0763'MARK NOT FOUND, MR DOBSON'S ADDRESS IS 37285 LINDQUIST RD. THERE HAS
 RM0763'BEEN MUCH SHORE ERROSION AND LANDSCAPING DONEIN THE AREA.GPS READING
 RM0763'PUTS STATION OVER BANK. USPS JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0141 ***********************************************************************
 QN0141  DESIGNATION -  DOC
 QN0141  PID         -  QN0141
 QN0141  STATE/COUNTY-  WI/PRICE
 QN0141  USGS QUAD   -  KENNAN (1971)
 QN0141
 QN0141                         *CURRENT SURVEY CONTROL
 QN0141  ___________________________________________________________________
 QN0141* NAD 83(1991)-  45 31 57.92093(N)    090 34 12.65420(W)     ADJUSTED  
 QN0141* NAVD 88     -       458.878  (meters)    1505.50   (feet)  ADJUSTED  
 QN0141  ___________________________________________________________________
 QN0141  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 QN0141  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 QN0141  DYNAMIC HT  -         458.857 (meters)    1505.43  (feet)  COMP
 QN0141  MODELED GRAV-     980,555.5   (mgal)                       NAVD 88
 QN0141
 QN0141  HORZ ORDER  -  FIRST
 QN0141  VERT ORDER  -  FIRST     CLASS II
 QN0141
 QN0141.The horizontal coordinates were established by classical geodetic methods
 QN0141.and adjusted by the National Geodetic Survey in November 1991..
 QN0141
 QN0141.The orthometric height was determined by differential leveling
 QN0141.and adjusted by the National Geodetic Survey in June 1991..
 QN0141
 QN0141.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0141
 QN0141.The geoid height was determined by GEOID03.
 QN0141
 QN0141.The dynamic height is computed by dividing the NAVD 88
 QN0141.geopotential number by the normal gravity value computed on the
 QN0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0141.degrees latitude (g = 980.6199 gals.).
 QN0141
 QN0141.The modeled gravity was interpolated from observed gravity values.
 QN0141
 QN0141;                    North         East     Units Scale Factor Converg.
 QN0141;SPC WI N     -    40,848.463   555,461.649   MT  1.00000633   -0 24 40.7
 QN0141;SPC WI N     -   134,017.00  1,822,377.09   sFT  1.00000633   -0 24 40.7
 QN0141;SPC WI C     -   189,002.429   555,461.629   MT  1.00000640   -0 24 08.3
 QN0141;SPC WI C     -   620,085.47  1,822,377.03   sFT  1.00000640   -0 24 08.3
 QN0141;UTM  15      - 5,045,007.405   689,722.842   MT  1.00004256   +1 44 04.4
 QN0141
 QN0141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0141!SPC WI N     -   0.99993283  x   1.00000633  =   0.99993916
 QN0141!SPC WI C     -   0.99993283  x   1.00000640  =   0.99993923
 QN0141!UTM  15      -   0.99993283  x   1.00004256  =   0.99997538
 QN0141
 QN0141|---------------------------------------------------------------------|
 QN0141| PID    Reference Object                     Distance      Geod. Az  |
 QN0141|                                                           dddmmss.s |
 QN0141| CJ4851 DOC RM                                5.045 METERS 10116     |
 QN0141|---------------------------------------------------------------------|
 QN0141
 QN0141                          SUPERSEDED SURVEY CONTROL
 QN0141
 QN0141  NAD 83(1986)-  45 31 57.91645(N)    090 34 12.64885(W) AD(       ) 1
 QN0141  NAD 27      -  45 31 58.03300(N)    090 34 12.12100(W) AD(       ) 1
 QN0141  NGVD 29 (??/??/92)  458.870  (m)         1505.48   (f) ADJ UNCH    1 2
 QN0141
 QN0141.Superseded values are not recommended for survey control.
 QN0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0141.See file dsdata.txt to determine how the superseded data were derived.
 QN0141
 QN0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL8972345007(NAD 83)
 QN0141_MARKER: DS = TRIANGULATION STATION DISK
 QN0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0141_STAMPING: ELEV 1505.476 FT DOC 1921
 QN0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0141+STABILITY: SURFACE MOTION
 QN0141
 QN0141  HISTORY     - Date     Condition        Report By
 QN0141  HISTORY     - 1921     MONUMENTED       CGS
 QN0141  HISTORY     - 1922     GOOD             NGS
 QN0141  HISTORY     - 1952     GOOD             CGS
 QN0141  HISTORY     - 1970     SEE DESCRIPTION  USGS
 QN0141  HISTORY     - 1971     MARK NOT FOUND   NGS
 QN0141  HISTORY     - 1971     MARK NOT FOUND   NGS
 QN0141  HISTORY     - 1985     MARK NOT FOUND   NGS
 QN0141  HISTORY     - 20040930 MARK NOT FOUND   WIDT
 QN0141
 QN0141                          STATION DESCRIPTION
 QN0141
 QN0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0141'STATION IS 3/4 MILE E OF KENNAN ON THE N SIDE OF THE TRACK
 QN0141'OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY,
 QN0141'ON THE EXTENSION OF THE N RAIL FROM THE E AND W AT THE FIRST
 QN0141'CURVE E OF KENNAN.  ITIS 7.275 METERS (23.87 FEET) N OF THE N
 QN0141'RAIL.  REFERENCE MARK IS VERY CLOSE TO STATION MARK.
 QN0141'
 QN0141'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 QN0141'DISKS SET IN CONCRETE.
 QN0141
 QN0141                          STATION RECOVERY (1922)
 QN0141
 QN0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 QN0141'0.8 MI E FROM KENNAN.
 QN0141'0.8 MILE EAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QN0141'MARIE RAILROAD FROM THE STATION AT KENNAN, PRICE COUNTY, AT THE
 QN0141'FIRST CURVE EAST OF THE STATION, AT THE INTERSECTION OF THE
 QN0141'LINES DEFINED BY THE NORTH RAIL OF THE WEST TANGENT AND THE
 QN0141'NORTH RAIL OF THE EAST TANGENT, AND 23.9 FEET NORTH OF THE
 QN0141'NORTH RAIL.  A STANDARD TRIANGULATION-STATION DISK, STAMPED
 QN0141'ELEV. 1505.476 FT. DOC 1921 AND SET IN THE TOP OF A CONCRETE
 QN0141'POST.  NOTE-- THERE HAS BEEN GRADING IN THE ARCH.
 QN0141
 QN0141                          STATION RECOVERY (1952)
 QN0141
 QN0141'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QN0141'RECOVERED AS PREVIOUSLY DESCRIBED, PART OF THE CONCRETE HAS
 QN0141'BEEN BROKEN OFF OF THE MARK, HOWEVER, IT APPEARS TO BE IN GOOD
 QN0141'CONDITION.
 QN0141'
 QN0141'THE REFERENCE MARK WAS NOT LOCATED.
 QN0141
 QN0141                          STATION RECOVERY (1970)
 QN0141
 QN0141'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (GS)
 QN0141'MARK WAS THOROUGHLY SEARCHED FOR.  MARK WAS ALSO DUG FOR.  IT
 QN0141'IS SUSPECTED THAT THE MARK IS COVERED WITH DIRT.
 QN0141
 QN0141                          STATION RECOVERY (1971)
 QN0141
 QN0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 QN0141'A SEARCH WAS MADE FOR THE STATION AND REFERENCE MARK BUT
 QN0141'NOTHING COULD BE FOUND.  FROM THE LOOKS OF THE AREA THERE
 QN0141'HAS BEEN SOME GRADING DONE AND THE MARK IS THOUGHT TO HAVE
 QN0141'BEEN DESTROYED.
 QN0141'
 QN0141'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3/4
 QN0141'MILE EAST OF KENNAN
 QN0141
 QN0141                          STATION RECOVERY (1971)
 QN0141
 QN0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 QN0141'MARK NOT FOUND.
 QN0141
 QN0141                          STATION RECOVERY (1985)
 QN0141
 QN0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QN0141'MARK NOT FOUND.
 QN0141
 QN0141                          STATION RECOVERY (2004)
 QN0141
 QN0141'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0141'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0636 ***********************************************************************
 RM0636  DESIGNATION -  DOCK
 RM0636  PID         -  RM0636
 RM0636  STATE/COUNTY-  WI/ASHLAND
 RM0636  USGS QUAD   -  MICHIGAN ISLAND (1963)
 RM0636
 RM0636                         *CURRENT SURVEY CONTROL
 RM0636  ___________________________________________________________________
 RM0636* NAD 83(1991)-  46 59 45.46557(N)    090 27 57.11601(W)     ADJUSTED  
 RM0636* NAVD 88     -       190.2    (meters)     624.     (feet)  VERTCON   
 RM0636  ___________________________________________________________________
 RM0636  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 RM0636  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 RM0636
 RM0636  HORZ ORDER  -  SECOND
 RM0636
 RM0636.The horizontal coordinates were established by classical geodetic methods
 RM0636.and adjusted by the National Geodetic Survey in March 1999..
 RM0636
 RM0636.The NAVD 88 height was computed by applying the VERTCON shift value to
 RM0636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RM0636
 RM0636.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0636
 RM0636.The geoid height was determined by GEOID03.
 RM0636
 RM0636;                    North         East     Units Scale Factor Converg.
 RM0636;SPC WI N     -   203,433.198   564,563.892   MT  1.00005002   -0 20 09.8
 RM0636;SPC WI N     -   667,430.42  1,852,240.04   sFT  1.00005002   -0 20 09.8
 RM0636;UTM  15      - 5,207,832.376   692,669.242   MT  1.00005626   +1 51 13.7
 RM0636
 RM0636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0636!SPC WI N     -   0.99997515  x   1.00005002  =   1.00002516
 RM0636!UTM  15      -   0.99997515  x   1.00005626  =   1.00003140
 RM0636
 RM0636|---------------------------------------------------------------------|
 RM0636| PID    Reference Object                     Distance      Geod. Az  |
 RM0636|                                                           dddmmss.s |
 RM0636| CJ2443 DOCK RM 1                            18.832 METERS 17331     |
 RM0636| CJ2444 DOCK RM 2                            20.680 METERS 31022     |
 RM0636| SH0710 NORTH TWIN                          APPROX.12.8 KM 3135955.9 |
 RM0636|---------------------------------------------------------------------|
 RM0636
 RM0636                          SUPERSEDED SURVEY CONTROL
 RM0636
 RM0636  NAD 83(1991)-  46 59 45.46484(N)    090 27 57.11458(W) AD(       ) 2
 RM0636  NAD 83(1986)-  46 59 45.45575(N)    090 27 57.10747(W) AD(       ) 2
 RM0636  NAD 27      -  46 59 45.68197(N)    090 27 56.45941(W) AD(       ) 2
 RM0636  NGVD 29 (07/19/86)  190.2    (m)          624.     (f) VERT ANG       
 RM0636
 RM0636.Superseded values are not recommended for survey control.
 RM0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0636.See file dsdata.txt to determine how the superseded data were derived.
 RM0636
 RM0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN9266907832(NAD 83)
 RM0636_MARKER: DS = TRIANGULATION STATION DISK
 RM0636_SETTING: 0 = UNSPECIFIED SETTING
 RM0636_MAGNETIC: N = NO MAGNETIC MATERIAL
 RM0636
 RM0636  HISTORY     - Date     Condition        Report By
 RM0636  HISTORY     - 1978     MONUMENTED       NGS
 RM0636
 RM0636                          STATION DESCRIPTION
 RM0636
 RM0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 RM0636'THE STATION IS LOCATED ABOUT 22 MILES NORTHEAST OF BAYFIELD, NEAR
 RM0636'THE SOUTH END OF OUTER ISLAND OF THE APOSTLE ISLANDS ON LAKE
 RM0636'SUPERIOR.
 RM0636'
 RM0636'TO REACH THE STATION FROM BAYFIELD BY BOAT, PROCEED TO THE
 RM0636'SOUTHWEST END OF OUTER ISLAND.  FROM HERE PACK EASTERLY FOR ABOUT
 RM0636'5 MINUTES TO THE TOP OF A SMALL RISE AND THE STATION.
 RM0636'
 RM0636'THE STATION IS A STANDARD NGS DISK
 RM0636'STAMPED---DOCK 1978---,
 RM0636'WELDED TO THE TOP OF A METAL PIPE 5 CM IN DIAMETER
 RM0636'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 RM0636'50.2 FEET SOUTH-SOUTHWEST FROM A 10-INCH PINE TREE WITH A
 RM0636'TRIANGLE BLAZE AND
 RM0636'3.4 FEET WEST FROM A METAL WITNESS POST.
 RM0636'
 RM0636'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 RM0636'STAMPED---DOCK NO 1 1978---,
 RM0636'WELDED TO THE TOP OF A METAL PIPE 5 CM IN DIAMETER
 RM0636'PROJECTING 8 CM ABOVE THE GROUND.  IT IS LOCATED
 RM0636'118 FEET SOUTHWEST FROM THE 10-INCH PINE TREE WITH A TRIANGLE
 RM0636'BLAZE AND
 RM0636'63.0 FEET SOUTHWEST FROM THE METAL WITNESS POST.
 RM0636'MARK IS LEVEL WITH STATION.
 RM0636'
 RM0636'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 RM0636'STAMPED---DOCK NO 2 1978---,
 RM0636'WELDED TO THE TOP OF A METAL PIPE 5 CM IN DIAMETER
 RM0636'PROJECTING 8 CM ABOVE THE GROUND.  IT IS LOCATED
 RM0636'69.3 FEET NORTH FROM THE METAL WITNESS POST AND
 RM0636'44.7 FEET WEST-NORTHWEST FROM THE 10-INCH PINE TREE WITH THE
 RM0636'TRIANGLE BLAZE.
 RM0636'MARK IS BELOW STATION 0.3 METERS.
 RM0636'
 RM0636'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF A SAND MOUND
 RM0636'AND BRUSH.
 RM0636'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 22.1 METERS.
 RM0636'NO SUITABLE LOCATION TO ESTABLISH AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1271 ***********************************************************************
 NH1271  DESIGNATION -  DODGE
 NH1271  PID         -  NH1271
 NH1271  STATE/COUNTY-  WI/WALWORTH
 NH1271  USGS QUAD   -  CLINTON (1976)
 NH1271
 NH1271                         *CURRENT SURVEY CONTROL
 NH1271  ___________________________________________________________________
 NH1271* NAD 83(1991)-  42 34 51.42373(N)    088 46 21.94316(W)     ADJUSTED  
 NH1271* NAVD 88     -       279.     (meters)     915.     (feet)  SCALED    
 NH1271  ___________________________________________________________________
 NH1271  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 NH1271  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 NH1271
 NH1271  HORZ ORDER  -  SECOND
 NH1271
 NH1271.The horizontal coordinates were established by classical geodetic methods
 NH1271.and adjusted by the National Geodetic Survey in November 1991..
 NH1271
 NH1271.The orthometric height was scaled from a topographic map.
 NH1271
 NH1271.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1271
 NH1271.The geoid height was determined by GEOID03.
 NH1271
 NH1271;                    North         East     Units Scale Factor Converg.
 NH1271;SPC WI S     -    65,280.725   700,747.335   MT  1.00003421   +0 50 35.7
 NH1271;SPC WI S     -   214,175.18  2,299,035.21   sFT  1.00003421   +0 50 35.7
 NH1271;SPC IL E     -   656,726.014   263,926.899   MT  0.99999100   -0 17 50.4
 NH1271;SPC IL E     - 2,154,608.60    865,900.17   sFT  0.99999100   -0 17 50.4
 NH1271;UTM  16      - 4,715,804.869   354,525.041   MT  0.99986038   -1 11 59.0
 NH1271
 NH1271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1271!SPC WI S     -   0.99996155  x   1.00003421  =   0.99999575
 NH1271!SPC IL E     -   0.99996155  x   0.99999100  =   0.99995255
 NH1271!UTM  16      -   0.99996155  x   0.99986038  =   0.99982193
 NH1271
 NH1271|---------------------------------------------------------------------|
 NH1271| PID    Reference Object                     Distance      Geod. Az  |
 NH1271|                                                           dddmmss.s |
 NH1271| CI8553 DODGE RM                             22.140 METERS 25001     |
 NH1271| NH0270 DANE                                APPROX. 1.7 KM 2572254.9 |
 NH1271|---------------------------------------------------------------------|
 NH1271
 NH1271                          SUPERSEDED SURVEY CONTROL
 NH1271
 NH1271  NAD 83(1986)-  42 34 51.42078(N)    088 46 21.94799(W) AD(       ) 2
 NH1271  NAD 27      -  42 34 51.36800(N)    088 46 21.56900(W) AD(       ) 2
 NH1271
 NH1271.Superseded values are not recommended for survey control.
 NH1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1271.See file dsdata.txt to determine how the superseded data were derived.
 NH1271
 NH1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5452515805(NAD 83)
 NH1271_MARKER: DS = TRIANGULATION STATION DISK
 NH1271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1271
 NH1271  HISTORY     - Date     Condition        Report By
 NH1271  HISTORY     - 1920     MONUMENTED       CGS
 NH1271  HISTORY     - 1930     GOOD             CGS
 NH1271
 NH1271                          STATION DESCRIPTION
 NH1271
 NH1271'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH1271'STATION IS LOCATED ABOUT 1/2 MILE E OF ALLEN GROVE RAILROAD
 NH1271'STATION, ON THE S SIDE OF THE CHICAGO, MILWAUKEE, ST. PAUL
 NH1271'AND PACIFIC RAILROAD TRACK, 150 YARDS NE OF THEODORE LANGKOLTZS
 NH1271'RESIDENCE, ON THE S BANK OF A DEEP CUT, AND 10.59 METERS
 NH1271'(34.74 FEET) S OF THE S AND NEAREST RAIL.  SURFACE, UNDERGROUND,
 NH1271'AND REFERENCE MARKS ARE STANDARD BRONZE TABLETS SET IN CONCRETE
 NH1271'AS DESCRIBED.  REFERENCE MARK IS
 NH1271'ON THE SAME SIDE OF THE TRACK, NEAR THE FENCE LINE, 22.14
 NH1271'METERS (72.64 FEET) FROM THE STATION, S 70 DEG 01 MIN W.
 NH1271
 NH1271                          STATION RECOVERY (1930)
 NH1271
 NH1271'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 NH1271'MARK WAS FOUND AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 NH1271'ADEQUATE.
 NH1271'
 NH1271'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0966 ***********************************************************************
 NJ0966  DESIGNATION -  DODGE
 NJ0966  PID         -  NJ0966
 NJ0966  STATE/COUNTY-  WI/GRANT
 NJ0966  USGS QUAD   -  BEETOWN (1978)
 NJ0966
 NJ0966                         *CURRENT SURVEY CONTROL
 NJ0966  ___________________________________________________________________
 NJ0966* NAD 83(1991)-  42 50 11.89721(N)    090 54 39.99072(W)     ADJUSTED  
 NJ0966* NAVD 88     -       296.     (meters)     971.     (feet)  SCALED    
 NJ0966  ___________________________________________________________________
 NJ0966  LAPLACE CORR-          -5.40  (seconds)                    DEFLEC99
 NJ0966  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 NJ0966
 NJ0966  HORZ ORDER  -  SECOND
 NJ0966
 NJ0966.The horizontal coordinates were established by classical geodetic methods
 NJ0966.and adjusted by the National Geodetic Survey in March 1999..
 NJ0966
 NJ0966.The orthometric height was scaled from a topographic map.
 NJ0966
 NJ0966.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0966
 NJ0966.The geoid height was determined by GEOID03.
 NJ0966
 NJ0966;                    North         East     Units Scale Factor Converg.
 NJ0966;SPC WI S     -    93,349.971   525,513.728   MT  0.99998077   -0 37 33.7
 NJ0966;SPC WI S     -   306,265.70  1,724,122.96   sFT  0.99998077   -0 37 33.7
 NJ0966;SPC IA N     - 1,151,710.454 1,711,615.384   MT  0.99994971   +1 45 16.6
 NJ0966;UTM  15      - 4,744,790.349   670,715.388   MT  0.99995855   +1 25 14.2
 NJ0966
 NJ0966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0966!SPC WI S     -   0.99995862  x   0.99998077  =   0.99993939
 NJ0966!SPC IA N     -   0.99995862  x   0.99994971  =   0.99990833
 NJ0966!UTM  15      -   0.99995862  x   0.99995855  =   0.99991717
 NJ0966
 NJ0966|---------------------------------------------------------------------|
 NJ0966| PID    Reference Object                     Distance      Geod. Az  |
 NJ0966|                                                           dddmmss.s |
 NJ0966| CI8555 DODGE RM 1                           24.606 METERS 00005     |
 NJ0966| CI8554 DODGE AZ MK                                        0022144.9 |
 NJ0966| NJ0922 LANCASTER CO COURTHOUSE DOME        APPROX.16.5 KM 0854401.5 |
 NJ0966| NJ0917 LANCASTER MUNICIPAL TANK            APPROX.16.6 KM 0854825.7 |
 NJ0966| NJ0921 LANCASTER ST CLEMENTS CATH CH       APPROX.16.3 KM 0854935.7 |
 NJ0966| NJ0960 CASSVILLE RAD STA KSB 631 MAST      APPROX.12.2 KM 2002724.3 |
 NJ0966| CI8556 DODGE RM 2                           22.345 METERS 25613     |
 NJ0966|---------------------------------------------------------------------|
 NJ0966
 NJ0966                          SUPERSEDED SURVEY CONTROL
 NJ0966
 NJ0966  NAD 83(1991)-  42 50 11.89210(N)    090 54 39.98704(W) AD(       ) 2
 NJ0966  NAD 83(1986)-  42 50 11.88965(N)    090 54 39.98909(W) AD(       ) 2
 NJ0966  NAD 27      -  42 50 11.92650(N)    090 54 39.53330(W) AD(       ) 2
 NJ0966
 NJ0966.Superseded values are not recommended for survey control.
 NJ0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0966.See file dsdata.txt to determine how the superseded data were derived.
 NJ0966
 NJ0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH7071544790(NAD 83)
 NJ0966_MARKER: DS = TRIANGULATION STATION DISK
 NJ0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0966
 NJ0966  HISTORY     - Date     Condition        Report By
 NJ0966  HISTORY     - 1958     MONUMENTED       CGS
 NJ0966  HISTORY     - 1961     MARK NOT FOUND   USGS
 NJ0966  HISTORY     - 19980917 MARK NOT FOUND   USPSQD
 NJ0966
 NJ0966                          STATION DESCRIPTION
 NJ0966
 NJ0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 NJ0966'THE STATION IS ABOUT 4 MILES SOUTH OF BLOOMINGTON, IN THE
 NJ0966'NORTHWEST 1/4 OF SEC. 12, T 4 N, R 5 W, ON THE SITE OF
 NJ0966'WHAT USED TO BE THE DODGE SCHOOL BUT PROPERTY IS NOW OWNED
 NJ0966'BY MRS. FLORENCE STARRETT.  IT IS 78 FEET NORTHEAST OF THE
 NJ0966'INTERSECTION OF COUNTY ROAD U AND A GRAVELED ROAD WEST, 29
 NJ0966'FEET EAST OF THE SOUTHEAST CORNER OF THE OLD BRICK SCHOOLHOUSE
 NJ0966'AND 15 FEET NORTH OF A WHITE WITNESS POST.  THE MONUMENT IS
 NJ0966'UNDERGROUND 14 INCHES AND THE DISK IS STAMPED DODGE 1958.
 NJ0966'
 NJ0966'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 AND
 NJ0966'COUNTY ROAD A IN BLOOMINGTON, GO SOUTH AND SOUTHEAST ON HIGHWAY
 NJ0966'35 FOR 3.6 MILES TO THE JUNCTION OF COUNTY ROAD U.  TURN RIGHT
 NJ0966'ON ROAD U AND GO SOUTH FOR 0.3 MILE TO THE AZIMUTH MARK ON THE
 NJ0966'LEFT.  CONTINUE SOUTH ON ROAD U FOR 0.25 MILE TO A SIDE ROAD
 NJ0966'RIGHT AND THE STATION ON THE RIGHT AS DESCRIBED.
 NJ0966'
 NJ0966'REFERENCE MARK 1 IS 27 FEET WEST OF A FENCE CORNER, 26 FEET WEST
 NJ0966'OF A POWER POLE AND 1 FOOT SOUTH OF A FENCE.  THE MONUMENT IS
 NJ0966'FLUSH AND THE DISK IS STAMPED DODGE NO 1 1958.
 NJ0966'
 NJ0966'REFERENCE MARK 2 IS 12 FEET EAST OF THE CENTERLINE OF A DRIVEWAY,
 NJ0966'12 FEET SOUTH OF THE SOUTHWEST CORNER OF THE SCHOOL AND 1 FOOT
 NJ0966'NORTH OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 NJ0966'DODGE NO 2 1958.
 NJ0966'
 NJ0966'THE AZIMUTH MARK IS 21 FEET EAST OF THE INTERSECTION OF ROAD U AND
 NJ0966'A DRIVEWAY WEST, 3 FEET SOUTH OF A TELEPHONE POLE, 1 FOOT
 NJ0966'NORTHWEST OF A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE.
 NJ0966'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED DODGE 1958.
 NJ0966'
 NJ0966'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NJ0966
 NJ0966                          STATION RECOVERY (1961)
 NJ0966
 NJ0966'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 NJ0966'SEARCHED FOR BUT NOT FOUND.
 NJ0966
 NJ0966                          STATION RECOVERY (1998)
 NJ0966
 NJ0966'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0966'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0403 ***********************************************************************
 QM0403  DESIGNATION -  DODGE 1921
 QM0403  PID         -  QM0403
 QM0403  STATE/COUNTY-  WI/ONEIDA
 QM0403  USGS QUAD   -  WOODBORO (1982)
 QM0403
 QM0403                         *CURRENT SURVEY CONTROL
 QM0403  ___________________________________________________________________
 QM0403* NAD 83(1991)-  45 35 01.14614(N)    089 35 42.69550(W)     ADJUSTED  
 QM0403* NAVD 88     -       487.246  (meters)    1598.57   (feet)  ADJUSTED  
 QM0403  ___________________________________________________________________
 QM0403  LAPLACE CORR-          -6.67  (seconds)                    DEFLEC99
 QM0403  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 QM0403  DYNAMIC HT  -         487.230 (meters)    1598.52  (feet)  COMP
 QM0403  MODELED GRAV-     980,566.6   (mgal)                       NAVD 88
 QM0403
 QM0403  HORZ ORDER  -  FIRST
 QM0403  VERT ORDER  -  FIRST     CLASS II
 QM0403
 QM0403.The horizontal coordinates were established by classical geodetic methods
 QM0403.and adjusted by the National Geodetic Survey in November 1991..
 QM0403
 QM0403.The orthometric height was determined by differential leveling
 QM0403.and adjusted by the National Geodetic Survey in June 1991..
 QM0403
 QM0403.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0403
 QM0403.The geoid height was determined by GEOID03.
 QM0403
 QM0403.The dynamic height is computed by dividing the NAVD 88
 QM0403.geopotential number by the normal gravity value computed on the
 QM0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0403.degrees latitude (g = 980.6199 gals.).
 QM0403
 QM0403.The modeled gravity was interpolated from observed gravity values.
 QM0403
 QM0403;                    North         East     Units Scale Factor Converg.
 QM0403;SPC WI N     -    46,425.818   631,591.798   MT  0.99999696   +0 17 31.3
 QM0403;SPC WI N     -   152,315.37  2,072,147.42   sFT  0.99999696   +0 17 31.3
 QM0403;SPC WI C     -   194,581.581   631,592.438   MT  1.00001701   +0 17 08.2
 QM0403;SPC WI C     -   638,389.74  2,072,149.52   sFT  1.00001701   +0 17 08.2
 QM0403;UTM  16      - 5,051,066.095   297,547.635   MT  1.00010394   -1 51 15.5
 QM0403
 QM0403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0403!SPC WI N     -   0.99992857  x   0.99999696  =   0.99992553
 QM0403!SPC WI C     -   0.99992857  x   1.00001701  =   0.99994558
 QM0403!UTM  16      -   0.99992857  x   1.00010394  =   1.00003250
 QM0403
 QM0403:                Primary Azimuth Mark                     Grid Az
 QM0403:SPC WI N     -  BUICK                                    064 38 02.5
 QM0403:SPC WI C     -  BUICK                                    064 38 25.6
 QM0403:UTM  16      -  BUICK                                    066 46 49.3
 QM0403
 QM0403|---------------------------------------------------------------------|
 QM0403| PID    Reference Object                     Distance      Geod. Az  |
 QM0403|                                                           dddmmss.s |
 QM0403| QM0404 BUICK                               APPROX. 2.3 KM 0645533.8 |
 QM0403|---------------------------------------------------------------------|
 QM0403
 QM0403                          SUPERSEDED SURVEY CONTROL
 QM0403
 QM0403  NAD 83(1986)-  45 35 01.14200(N)    089 35 42.69185(W) AD(       ) 1
 QM0403  NAD 27      -  45 35 01.26600(N)    089 35 42.19100(W) AD(       ) 1
 QM0403  NGVD 29 (??/??/92)  487.249  (m)         1598.58   (f) ADJ UNCH    1 2
 QM0403
 QM0403.Superseded values are not recommended for survey control.
 QM0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0403.See file dsdata.txt to determine how the superseded data were derived.
 QM0403
 QM0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR9754851066(NAD 83)
 QM0403_MARKER: DS = TRIANGULATION STATION DISK
 QM0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0403
 QM0403  HISTORY     - Date     Condition        Report By
 QM0403  HISTORY     - 1921     MONUMENTED       CGS
 QM0403  HISTORY     - 1922     GOOD             NGS
 QM0403  HISTORY     - 1934     GOOD             NGS
 QM0403  HISTORY     - 1952     GOOD             CGS
 QM0403  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0403
 QM0403                          STATION DESCRIPTION
 QM0403
 QM0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0403'STATION IS ABOUT 2-1/2 MILES W OF WOODBORO, 250 METERS E OF
 QM0403'MILEPOST 206, NEAR CENTER OF FIRST TANGENT E OF MILEPOST
 QM0403'ON THE BANK OF A STEEP HILL, 100 METERS W OF RAILROAD CULVERT
 QM0403'206 P, AND 23.14 METERS S OF THE MINNEAPOLIS, ST. PAUL AND
 QM0403'SAULT STE. MARIE RAILWAY.
 QM0403'
 QM0403'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 QM0403'DISKS SET IN CONCRETE.
 QM0403
 QM0403                          STATION RECOVERY (1922)
 QM0403
 QM0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 QM0403'2.5 MI W FROM WOODBORO.
 QM0403'ABOUT 2 1/2 MILES WEST OF WOODBORO, 250 METERS EAST OF MILEPOST
 QM0403'206, NEAR CENTER OF FIRST TANGENT EAST OF SAID MILEPOST ON THE
 QM0403'BANK OF A STEEP HILL, 100 METERS WEST OF R.R. CULVERT 206 P.,
 QM0403'AND 23.14 METERS SOUTH OF THE M. ST.P. AND S.STE.M.RY.
 QM0403
 QM0403                          STATION RECOVERY (1934)
 QM0403
 QM0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QM0403'RECOVERED IN GOOD CONDITION.
 QM0403
 QM0403                          STATION RECOVERY (1952)
 QM0403
 QM0403'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QM0403'RECOVERED IN GOOD CONDITION, ABOUT 2 INCHES BELOW SURFACE
 QM0403'OF THE GROUND, 73.1 FEET SW OF THE SIXTH TELEPHONE LINE POLE
 QM0403'E OF MILEPOST 206, 95.7 FEET SE OF THE FIFTH TELEPHONE LINE
 QM0403'POLE E OF MILEPOST 206.
 QM0403'
 QM0403'REFERENCE MARK RECOVERED IN GOOD CONDITION.
 QM0403
 QM0403                          STATION RECOVERY (1985)
 QM0403
 QM0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0403'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5270 ***********************************************************************
 DH5270  DESIGNATION -  DODGEVILLE E GPS
 DH5270  PID         -  DH5270
 DH5270  STATE/COUNTY-  WI/IOWA
 DH5270  USGS QUAD   -  PLEASANT RIDGE (1983)
 DH5270
 DH5270                         *CURRENT SURVEY CONTROL
 DH5270  ___________________________________________________________________
 DH5270* NAD 83(1997)-  43 01 57.55832(N)    090 04 11.95473(W)     ADJUSTED  
 DH5270* NAVD 88     -                                                        
 DH5270  ___________________________________________________________________
 DH5270  X           -      -5,704.080 (meters)                     COMP
 DH5270  Y           -  -4,669,689.362 (meters)                     COMP
 DH5270  Z           -   4,330,354.398 (meters)                     COMP
 DH5270  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 DH5270  ELLIP HEIGHT-         293.33  (meters)          (08/01/05) GPS OBS
 DH5270  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 DH5270
 DH5270  HORZ ORDER  -  FIRST
 DH5270  ELLP ORDER  -  SECOND    CLASS I
 DH5270
 DH5270.The horizontal coordinates were established by GPS observations
 DH5270.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5270
 DH5270
 DH5270.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5270
 DH5270.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5270
 DH5270.The ellipsoidal height was determined by GPS observations
 DH5270.and is referenced to NAD 83.
 DH5270
 DH5270.The geoid height was determined by GEOID03.
 DH5270
 DH5270;                    North         East     Units Scale Factor Converg.
 DH5270;SPC WI S     -   114,720.506   594,296.449   MT  0.99995312   -0 02 53.1
 DH5270;SPC WI S     -   376,378.86  1,949,787.60   sFT  0.99995312   -0 02 53.1
 DH5270;UTM  15      - 4,768,608.039   738,701.284   MT  1.00030100   +2 00 01.5
 DH5270;UTM  16      - 4,769,015.899   249,894.548   MT  1.00036959   -2 05 45.9
 DH5270
 DH5270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5270!SPC WI S     -   0.99995400  x   0.99995312  =   0.99990712
 DH5270!UTM  15      -   0.99995400  x   1.00030100  =   1.00025499
 DH5270!UTM  16      -   0.99995400  x   1.00036959  =   1.00032357
 DH5270
 DH5270                          SUPERSEDED SURVEY CONTROL
 DH5270
 DH5270.No superseded survey control is available for this station.
 DH5270
 DH5270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH3870168608(NAD 83)
 DH5270_MARKER: DD = SURVEY DISK
 DH5270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5270_STAMPING: DODGEVILLE E GPS 2004
 DH5270_MARK LOGO: WIDT  
 DH5270_PROJECTION: FLUSH
 DH5270_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5270+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5270
 DH5270  HISTORY     - Date     Condition        Report By
 DH5270  HISTORY     - 2003     MONUMENTED       WIDT
 DH5270
 DH5270                          STATION DESCRIPTION
 DH5270
 DH5270'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5270'OWNERSHIP--TOWN OF DODGEVILLE.  TO REACH THE STATION FROM THE JUNCTION
 DH5270'OF STATE  HIGHWAY 23 WITH COUNTY HIGHWAY Z AND COUNTY HIGHWAY YZ AND
 DH5270'KING STREET IN THE CITY OF  DODGEVILLE, GO EAST ON COUNTY HIGHWAY Z
 DH5270'AND COUNTY HIGHWAY YZ FOR 1.8 MI TO WHERE  COUNTY HIGHWAY Z GOES
 DH5270'NORTH, TURN LEFT AND GO NORTH ON COUNTY HIGHWAY Z FOR 4.0 MI TO
 DH5270'GRIFFITHS ROAD ON THE RIGHT, TURN RIGHT AND GO EAST ON GRIFFITHS ROAD
 DH5270'FOR 0.1 MI TO THE  STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DH5270'WISCONSIN DEPARTMENT OF TRANSPORTATION  GEODETIC SURVEY CONTROL
 DH5270'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST  ABOUT
 DH5270'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 8.0 M SOUTH OF THE
 DH5270'CENTERLINE OF  GRIFFITHS ROAD, 39.5 M WEST OF POWER POLE --7-4-31
 DH5270'9/0--, 6 M EAST OF THE EXTENDED  CENTERLINE OF A PRIVATE ENTRANCE, 1.2
 DH5270'M NORTH OF A BARBED WIRE FENCE, 1.0 M  EAST-SOUTHEAST OF AN ORANGE 4X4
 DH5270'PLASTIC WITNESS POST, 1.0 M WEST-SOUTHWEST OF AN  ORANGE 4X4 PLASTIC
 DH5270'WITNESS POST, AND 1.0 M NORTH OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DH5270'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH5270'THAN 15 DEGREES  ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0992 ***********************************************************************
 NJ0992  CBN         -  This is a Cooperative Base Network Control Station.
 NJ0992  DESIGNATION -  DODGEVILLE GPS
 NJ0992  PID         -  NJ0992
 NJ0992  STATE/COUNTY-  WI/IOWA
 NJ0992  USGS QUAD   -  DODGEVILLE (1980)
 NJ0992
 NJ0992                         *CURRENT SURVEY CONTROL
 NJ0992  ___________________________________________________________________
 NJ0992* NAD 83(1997)-  42 59 40.56286(N)    090 08 22.70743(W)     ADJUSTED  
 NJ0992* NAVD 88     -       378.1    (meters)    1240.     (feet)  GPS OBS   
 NJ0992  ___________________________________________________________________
 NJ0992  X           -     -11,388.058 (meters)                     COMP
 NJ0992  Y           -  -4,672,600.500 (meters)                     COMP
 NJ0992  Z           -   4,327,298.031 (meters)                     COMP
 NJ0992  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 NJ0992  ELLIP HEIGHT-         344.56  (meters)          (04/28/99) GPS OBS
 NJ0992  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 NJ0992
 NJ0992  HORZ ORDER  -  A
 NJ0992  ELLP ORDER  -  THIRD     CLASS I
 NJ0992
 NJ0992.The horizontal coordinates were established by GPS observations
 NJ0992.and adjusted by the National Geodetic Survey in April 1999..
 NJ0992
 NJ0992.The orthometric height was determined by GPS observations and a
 NJ0992.high-resolution geoid model.
 NJ0992
 NJ0992.Photographs are available for this station.
 NJ0992
 NJ0992.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NJ0992
 NJ0992.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0992
 NJ0992.The ellipsoidal height was determined by GPS observations
 NJ0992.and is referenced to NAD 83.
 NJ0992
 NJ0992.The geoid height was determined by GEOID03.
 NJ0992
 NJ0992;                    North         East     Units Scale Factor Converg.
 NJ0992;SPC WI S     -   110,500.270   588,613.033   MT  0.99995759   -0 05 45.4
 NJ0992;SPC WI S     -   362,532.97  1,931,141.26   sFT  0.99995759   -0 05 45.4
 NJ0992;UTM  15      - 4,764,185.940   733,170.489   MT  1.00026889   +1 57 05.2
 NJ0992
 NJ0992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0992!SPC WI S     -   0.99994597  x   0.99995759  =   0.99990356
 NJ0992!UTM  15      -   0.99994597  x   1.00026889  =   1.00021484
 NJ0992
 NJ0992                          SUPERSEDED SURVEY CONTROL
 NJ0992
 NJ0992  NAD 83(1991)-  42 59 40.56240(N)    090 08 22.70639(W) AD(       ) B
 NJ0992  ELLIP H (06/11/91)  344.64   (m)                       GP(       ) 4 1
 NJ0992  NGVD 29 (06/11/91)  378.2    (m)         1241.     (f) GPS OBS        
 NJ0992
 NJ0992.Superseded values are not recommended for survey control.
 NJ0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0992.See file dsdata.txt to determine how the superseded data were derived.
 NJ0992
 NJ0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH3317064186(NAD 83)
 NJ0992_MARKER: DH = HORIZONTAL CONTROL DISK
 NJ0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0992_SP_SET: CONCRETE POST
 NJ0992_STAMPING: DODGEVILLE GPS 1989
 NJ0992_MARK LOGO: NGS   
 NJ0992_PROJECTION: FLUSH
 NJ0992_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NJ0992_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0992+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2005
 NJ0992
 NJ0992  HISTORY     - Date     Condition        Report By
 NJ0992  HISTORY     - 1989     MONUMENTED       WIHD
 NJ0992  HISTORY     - 19900815 GOOD
 NJ0992  HISTORY     - 19971126 GOOD             WIHD
 NJ0992  HISTORY     - 2003     GOOD             WIDT
 NJ0992  HISTORY     - 20030727 GOOD             USPSQD
 NJ0992  HISTORY     - 20040708 GOOD             WIDT
 NJ0992  HISTORY     - 20040816 GOOD             WIDT
 NJ0992  HISTORY     - 20051227 GOOD             WIDT
 NJ0992
 NJ0992                          STATION DESCRIPTION
 NJ0992
 NJ0992'DESCRIBED BY WI HIGHWAY DEPT 1989
 NJ0992'THE STATION IS LOCATED ABOUT 3.23 KM (2.00 MI) NORTH OF DODGEVILLE,
 NJ0992'10.34 KM (6.45 MI) WEST OF RIDGEWAY, 2.91 KM (1.80 MI) EAST OF COUNTY
 NJ0992'ROAD Q.  OWNERSHIP--JAMES C RULE, PH. 608-935-2701.
 NJ0992'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 18 AND STATE HIGHWAY
 NJ0992'23, IN DOWNTOWN DODGEVILLE, GO NORTH FOR 2.91 KM (1.80 MI) ON STATE
 NJ0992'HIGHWAY 23 TO THE STATION ON THE LEFT.
 NJ0992'THE STATION IS A STANDARD NGS HORIZONTAL CONTROL DISK
 NJ0992'STAMPED--DODGEVILLE GPS 1989--, SET INTO THE TOP OF A 40 CM DIAMETER
 NJ0992'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  LOCATED 17.16 M
 NJ0992'(56.3 FT) WEST FROM THE CENTER-LINE OF STATE HIGHWAY 23, 39.93 M
 NJ0992'(131.0 FT) NORTH FROM THE CENTER-LINE OF THE CLOSED AIRPORT RUNWAY,
 NJ0992'0.91 M (3.0 FT) EAST FROM A CARSONITE WITNESS POST, 66.75 M
 NJ0992'(219.0 FT) NORTH FROM THE DRIVEWAY ENTRANCE TO JAMES C. RULE
 NJ0992'CONSTRUCTION COMPANY.
 NJ0992
 NJ0992                          STATION RECOVERY (1990)
 NJ0992
 NJ0992'RECOVERED 1990
 NJ0992'RECOVERED IN GOOD CONDITION.
 NJ0992
 NJ0992                          STATION RECOVERY (1997)
 NJ0992
 NJ0992'RECOVERY NOTE BY WI HIGHWAY DEPT 1997 (CSM)
 NJ0992'THE STATION IS LOCATED ABOUT 59.58 KM (37.00 MI) WEST OF MADISON AND
 NJ0992'3.2 KM (2.00 MI) NORTH OF DODGEVILLE NEAR THE EAST END OF AN ABANDON
 NJ0992'RUNWAY AT THE FORMER DODGEVILLE MUNICIPAL AIRPORT.  TO REACH THE
 NJ0992'STATION FROM THE JUNCTION OF US HIGHWAY 18 (DODGEVILLE EXPRESSWAY)
 NJ0992'WITH STATE HIGHWAY 23 (BEQUETTE STREET) ON THE NORTH SIDE OF THE CITY
 NJ0992'OF DODGEVILLE, GO NORTH 2.5 KM (1.55 MI) ON HIGHWAY 23 TO ROWE ROAD ON
 NJ0992'THE RIGHT, CONTINUE NORTH 0.24 KM (0.15 MI) ON HIGHWAY 23 TO THE
 NJ0992'STATION ON THE LEFT.  THE STATION IS 0.16 KM (0.10 MI) SOUTH OF GREEN
 NJ0992'LEAF DRIVE.  THE STATION IS A BRONZE NGS HORIZONTAL CONTROL MARK DISK
 NJ0992'SET IN THE TOP OF A 40-CM DIAMETER, 4 1/2-FOOT DEEP CONCRETE POST
 NJ0992'SEATED IN BEDROCK, FLUSH WITH THE GROUND AND ABOUT 1.5 M (4.9 FT)
 NJ0992'ABOVE THE PAVEMENT OF THE HIGHWAY.  THE STATION IS 17.16 M (56.30 FT)
 NJ0992'WEST OF THE CENTERLINE OF THE HIGHWAY, 11.3 M (37.1 FT) WEST OF THE
 NJ0992'WEST EDGE OF THE HIGHWAY PAVEMENT, 57.33 M (188.09 FT) NORTH OF THE
 NJ0992'CENTER OF THE MORE EASTERLY OF TWO POSTS SUPPORTING A SIGN --JAMES C
 NJ0992'RULE CONSTRUCTION CO--, 69 M (226.4 FT) NORTH OF THE CENTERLINE OR THE
 NJ0992'ENTRANCE ROAD TO THE CONSTRUCTION COMPANY, 37.8 M (124.0 FT) NORTHEAST
 NJ0992'OF THE CENTERLINE OF THE CLOSED RUNWAY, AND 0.88 M (2.89 FT) EAST OF
 NJ0992'AN ORANGE FIBERGLASS WITNESS POST.
 NJ0992
 NJ0992                          STATION RECOVERY (2003)
 NJ0992
 NJ0992'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 NJ0992'RECOVERED AS DESCRIBED.
 NJ0992
 NJ0992                          STATION RECOVERY (2003)
 NJ0992
 NJ0992'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 NJ0992'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 2.9 FEET EAST OF A
 NJ0992'WHITE PLASTIC WITNESS POST AND AN ORANGE FIBERGLASS WITNESS POST, AND
 NJ0992'IN THE CENTER OF A TRIANGLE FORMED BY THREE ORANGE 4X4 PLASTIC GUARD
 NJ0992'POSTS.  NOTE-- IT IS 0.15 MILE NORTH OF THE NORTH BRANCH OF ROWE ROAD.
 NJ0992' 
 NJ0992
 NJ0992                          STATION RECOVERY (2004)
 NJ0992
 NJ0992'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 NJ0992'RECOVERED AS DESCRIBED.
 NJ0992
 NJ0992                          STATION RECOVERY (2004)
 NJ0992
 NJ0992'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 NJ0992'RECOVERED AS DESCRIBED.
 NJ0992
 NJ0992                          STATION RECOVERY (2005)
 NJ0992
 NJ0992'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 NJ0992'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0853 ***********************************************************************
 NJ0853  DESIGNATION -  DODGEVILLE MUNICIPAL TOWER
 NJ0853  PID         -  NJ0853
 NJ0853  STATE/COUNTY-  WI/IOWA
 NJ0853  USGS QUAD   -  DODGEVILLE (1980)
 NJ0853
 NJ0853                         *CURRENT SURVEY CONTROL
 NJ0853  ___________________________________________________________________
 NJ0853* NAD 83(1991)-  42 57 43.01502(N)    090 08 15.70075(W)     ADJUSTED  
 NJ0853* NAVD 88     -                                                        
 NJ0853  ___________________________________________________________________
 NJ0853  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 NJ0853  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 NJ0853
 NJ0853  HORZ ORDER  -  THIRD
 NJ0853
 NJ0853.The horizontal coordinates were established by classical geodetic methods
 NJ0853.and adjusted by the National Geodetic Survey in October 1999..
 NJ0853
 NJ0853
 NJ0853.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0853
 NJ0853.The geoid height was determined by GEOID03.
 NJ0853
 NJ0853;                    North         East     Units Scale Factor Converg.
 NJ0853;SPC WI S     -   106,872.751   588,765.754   MT  0.99996176   -0 05 40.6
 NJ0853;SPC WI S     -   350,631.68  1,931,642.31   sFT  0.99996176   -0 05 40.6
 NJ0853;UTM  15      - 4,760,565.068   733,452.759   MT  1.00027052   +1 57 05.7
 NJ0853
 NJ0853                          SUPERSEDED SURVEY CONTROL
 NJ0853
 NJ0853  NAD 83(1991)-  42 57 43.01500(N)    090 08 15.69985(W) AD(       ) 4
 NJ0853  NAD 83(1986)-  42 57 43.00747(N)    090 08 15.70568(W) AD(       ) 4
 NJ0853  NAD 27      -  42 57 43.01400(N)    090 08 15.26700(W) AD(       ) 3
 NJ0853
 NJ0853.Superseded values are not recommended for survey control.
 NJ0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0853.See file dsdata.txt to determine how the superseded data were derived.
 NJ0853
 NJ0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH3345360565(NAD 83)
 NJ0853_MARKER: 55 = TOWER
 NJ0853
 NJ0853  HISTORY     - Date     Condition        Report By
 NJ0853  HISTORY     - 1958     FIRST OBSERVED   CGS
 NJ0853  HISTORY     - 20030522 MARK NOT FOUND   USPSQD
 NJ0853  HISTORY     - 20030727 MARK NOT FOUND   USPSQD
 NJ0853
 NJ0853                          STATION DESCRIPTION
 NJ0853
 NJ0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 NJ0853'THE STATION IS THE CENTER OF THE TOP OF THE TANK, LOCATED
 NJ0853'ON A PROMINENT HILL IN THE WEST SECTION OF DODGEVILLE, 40
 NJ0853'FEET NORTH OF THE CENTERLINE OF CHAPEL STREET.  IT HAS A
 NJ0853'BRICK SUPPORTING STRUCTURE.  THE TANK AND SUPPORTING STRUCTURE
 NJ0853'ARE PAINTED SILVER.  THE OVERALL HEIGHT IS 95 FEET.
 NJ0853
 NJ0853                          STATION RECOVERY (2003)
 NJ0853
 NJ0853'RECOVERY NOTE BY US POWER SQUADRON 2003
 NJ0853'TOWER AND TANK TORN DOWN IN 1972
 NJ0853
 NJ0853                          STATION RECOVERY (2003)
 NJ0853
 NJ0853'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 NJ0853'NOT FOUND.  THE SITE IS NOW AN EMPTY LOT.  ACCORDING TO THE NEIGHBOR
 NJ0853'AT 502 CHAPEL STREET, THE TOWER WAS REMOVED IN 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5025 ***********************************************************************
 DH5025  DESIGNATION -  DODGEVILLE N GPS
 DH5025  PID         -  DH5025
 DH5025  STATE/COUNTY-  WI/IOWA
 DH5025  USGS QUAD   -  CLYDE (1983)
 DH5025
 DH5025                         *CURRENT SURVEY CONTROL
 DH5025  ___________________________________________________________________
 DH5025* NAD 83(1997)-  43 04 13.87639(N)    090 08 13.61729(W)     ADJUSTED  
 DH5025* NAVD 88     -                                                        
 DH5025  ___________________________________________________________________
 DH5025  X           -     -11,168.362 (meters)                     COMP
 DH5025  Y           -  -4,666,845.356 (meters)                     COMP
 DH5025  Z           -   4,333,463.805 (meters)                     COMP
 DH5025  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 DH5025  ELLIP HEIGHT-         344.98  (meters)          (08/01/05) GPS OBS
 DH5025  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 DH5025
 DH5025  HORZ ORDER  -  FIRST
 DH5025  ELLP ORDER  -  SECOND    CLASS I
 DH5025
 DH5025.The horizontal coordinates were established by GPS observations
 DH5025.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5025
 DH5025
 DH5025.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5025
 DH5025.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5025
 DH5025.The ellipsoidal height was determined by GPS observations
 DH5025.and is referenced to NAD 83.
 DH5025
 DH5025.The geoid height was determined by GEOID03.
 DH5025
 DH5025;                    North         East     Units Scale Factor Converg.
 DH5025;SPC WI S     -   118,933.778   588,832.804   MT  0.99994912   -0 05 39.2
 DH5025;SPC WI S     -   390,201.90  1,931,862.29   sFT  0.99994912   -0 05 39.2
 DH5025;UTM  15      - 4,772,624.576   733,088.595   MT  1.00026841   +1 57 21.4
 DH5025
 DH5025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5025!SPC WI S     -   0.99994590  x   0.99994912  =   0.99989503
 DH5025!UTM  15      -   0.99994590  x   1.00026841  =   1.00021430
 DH5025
 DH5025                          SUPERSEDED SURVEY CONTROL
 DH5025
 DH5025.No superseded survey control is available for this station.
 DH5025
 DH5025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH3308972625(NAD 83)
 DH5025_MARKER: DD = SURVEY DISK
 DH5025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5025_STAMPING: DODGEVILLE N GPS 2004
 DH5025_MARK LOGO: WIDT  
 DH5025_PROJECTION: FLUSH
 DH5025_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5025+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2005
 DH5025
 DH5025  HISTORY     - Date     Condition        Report By
 DH5025  HISTORY     - 2003     MONUMENTED       WIDT
 DH5025  HISTORY     - 20051227 GOOD             WIDT
 DH5025
 DH5025                          STATION DESCRIPTION
 DH5025
 DH5025'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5025'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH5025'STATION FROM THE  JUNCTION OF STATE HIGHWAY 23 WITH STATE HIGHWAY 130
 DH5025'ABOUT 6 MI NORTH OF THE CITY OF  DODGEVILLE, GO NORTH ON STATE HIGHWAY
 DH5025'23 FOR 1.3 MI TO THE STATION ON THE RIGHT.  THE  STATION IS A BRONZE
 DH5025'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DH5025'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT
 DH5025'LEVEL WITH THE  HIGHWAY PAVEMENT.  THE STATION IS 17.2 M EAST OF THE
 DH5025'CENTERLINE OF STATE HIGHWAY 23, 17.7  M SOUTH OF POWER POLE --7-3-21
 DH5025'39/32-- , 7.0 M NORTHEAST OF THE CENTER OF A PRIVATE  ENTRANCE,
 DH5025'NORTHEAST OF A WHITE PLASTIC WITNESS POST AND 1.2 M WEST OF A WOOD
 DH5025'FENCE.   ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DH5025'HIGHER THAN 20 DEGREES  ABOVE THE HORIZON.
 DH5025
 DH5025                          STATION RECOVERY (2005)
 DH5025
 DH5025'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5025'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5261 ***********************************************************************
 DH5261  DESIGNATION -  DODGEVILLE S GPS
 DH5261  PID         -  DH5261
 DH5261  STATE/COUNTY-  WI/IOWA
 DH5261  USGS QUAD   -  DODGEVILLE (1980)
 DH5261
 DH5261                         *CURRENT SURVEY CONTROL
 DH5261  ___________________________________________________________________
 DH5261* NAD 83(1997)-  42 56 43.70395(N)    090 07 38.72681(W)     ADJUSTED  
 DH5261* NAVD 88     -                                                        
 DH5261  ___________________________________________________________________
 DH5261  X           -     -10,400.002 (meters)                     COMP
 DH5261  Y           -  -4,676,314.591 (meters)                     COMP
 DH5261  Z           -   4,323,296.500 (meters)                     COMP
 DH5261  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 DH5261  ELLIP HEIGHT-         333.00  (meters)          (08/01/05) GPS OBS
 DH5261  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 DH5261
 DH5261  HORZ ORDER  -  FIRST
 DH5261  ELLP ORDER  -  SECOND    CLASS I
 DH5261
 DH5261.The horizontal coordinates were established by GPS observations
 DH5261.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5261
 DH5261
 DH5261.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5261
 DH5261.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5261
 DH5261.The ellipsoidal height was determined by GPS observations
 DH5261.and is referenced to NAD 83.
 DH5261
 DH5261.The geoid height was determined by GEOID03.
 DH5261
 DH5261;                    North         East     Units Scale Factor Converg.
 DH5261;SPC WI S     -   105,041.218   589,600.910   MT  0.99996399   -0 05 15.2
 DH5261;SPC WI S     -   344,622.73  1,934,382.32   sFT  0.99996399   -0 05 15.2
 DH5261;UTM  15      - 4,758,763.959   734,353.047   MT  1.00027571   +1 57 28.7
 DH5261
 DH5261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5261!SPC WI S     -   0.99994778  x   0.99996399  =   0.99991177
 DH5261!UTM  15      -   0.99994778  x   1.00027571  =   1.00022348
 DH5261
 DH5261                          SUPERSEDED SURVEY CONTROL
 DH5261
 DH5261.No superseded survey control is available for this station.
 DH5261
 DH5261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH3435358764(NAD 83)
 DH5261_MARKER: DD = SURVEY DISK
 DH5261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5261_STAMPING: DODGEVILLE S GPS 2004
 DH5261_MARK LOGO: WIDT  
 DH5261_PROJECTION: FLUSH
 DH5261_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5261+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5261
 DH5261  HISTORY     - Date     Condition        Report By
 DH5261  HISTORY     - 2003     MONUMENTED       WIDT
 DH5261
 DH5261                          STATION DESCRIPTION
 DH5261
 DH5261'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5261'OWNERSHIP--TOWN OF DODGEVILLE.  TO REACH THE STATION FROM THE JUNCTION
 DH5261'OF STATE  HIGHWAY 191 WITH COUNTY HIGHWAY Z NORTH AND BRENNAN ROAD
 DH5261'SOUTH ABOUT 1 MI  SOUTHEAST OF THE CITY OF DODGEVILLE, GO SOUTH THEN
 DH5261'WEST ON BRENNAN ROAD FOR 1.5 MI TO  US HIGHWAY 151, CONTINUE WEST ON
 DH5261'BRENNAN ROAD FOR 0.45 MI TO THE STATION ON THE RIGHT.   THE STATION IS
 DH5261'A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DH5261'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DH5261'ABOUT LEVEL WITH  THE ROAD PAVEMENT.  THE STATION IS 7.5 M NORTH OF
 DH5261'THE CENTERLINE OF BRENNAN ROAD, 41.3 M  EAST-NORTHEAST OF POWER POLE
 DH5261'--5-3-3 12/51--, 36.4 M WEST-NORTHWEST OF POWER POLE --5-3-3  15/51--,
 DH5261'2 M SOUTH OF A CULTIVATED FIELD, 1.0 M SOUTH OF A WHITE PLASTIC
 DH5261'WITNESS POST, 1.0 M  EAST-NORTHEAST OF A WHITE PLASTIC WITNESS POST,
 DH5261'1.0 M WEST-NORTHWEST OF A WHITE  PLASTIC WITNESS POST.  ---NOTE---THIS
 DH5261'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER  THAN 15 DEGREES
 DH5261'ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5282 ***********************************************************************
 DH5282  DESIGNATION -  DODGEVILLE W GPS
 DH5282  PID         -  DH5282
 DH5282  STATE/COUNTY-  WI/IOWA
 DH5282  USGS QUAD   -  CLYDE (1983)
 DH5282
 DH5282                         *CURRENT SURVEY CONTROL
 DH5282  ___________________________________________________________________
 DH5282* NAD 83(1997)-  43 02 36.08130(N)    090 12 04.47258(W)     ADJUSTED  
 DH5282* NAVD 88     -                                                        
 DH5282  ___________________________________________________________________
 DH5282  X           -     -16,398.757 (meters)                     COMP
 DH5282  Y           -  -4,668,875.956 (meters)                     COMP
 DH5282  Z           -   4,331,245.067 (meters)                     COMP
 DH5282  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 DH5282  ELLIP HEIGHT-         325.18  (meters)          (08/01/05) GPS OBS
 DH5282  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 DH5282
 DH5282  HORZ ORDER  -  FIRST
 DH5282  ELLP ORDER  -  SECOND    CLASS I
 DH5282
 DH5282.The horizontal coordinates were established by GPS observations
 DH5282.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5282
 DH5282
 DH5282.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5282
 DH5282.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5282
 DH5282.The ellipsoidal height was determined by GPS observations
 DH5282.and is referenced to NAD 83.
 DH5282
 DH5282.The geoid height was determined by GEOID03.
 DH5282
 DH5282;                    North         East     Units Scale Factor Converg.
 DH5282;SPC WI S     -   115,926.634   583,602.848   MT  0.99995195   -0 08 17.8
 DH5282;SPC WI S     -   380,335.97  1,914,703.68   sFT  0.99995195   -0 08 17.8
 DH5282;UTM  15      - 4,769,431.325   727,967.990   MT  1.00023937   +1 54 40.0
 DH5282
 DH5282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5282!SPC WI S     -   0.99994901  x   0.99995195  =   0.99990096
 DH5282!UTM  15      -   0.99994901  x   1.00023937  =   1.00018836
 DH5282
 DH5282                          SUPERSEDED SURVEY CONTROL
 DH5282
 DH5282.No superseded survey control is available for this station.
 DH5282
 DH5282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH2796869431(NAD 83)
 DH5282_MARKER: DD = SURVEY DISK
 DH5282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5282_STAMPING: DODGEVILLE W GPS 2004
 DH5282_MARK LOGO: WIDT  
 DH5282_PROJECTION: FLUSH
 DH5282_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5282+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5282
 DH5282  HISTORY     - Date     Condition        Report By
 DH5282  HISTORY     - 2003     MONUMENTED       WIDT
 DH5282
 DH5282                          STATION DESCRIPTION
 DH5282
 DH5282'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5282'OWNERSHIP--IOWA COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5282'STATE HIGHWAY 130  WITH COUNTY HIGHWAY M ABOUT 7 MI NORTH-NORTHWEST OF
 DH5282'THE CITY OF DODGEVILLE, GO  SOUTHWEST ON COUNTY HIGHWAY M FOR 2.5 MI
 DH5282'TO THE STATION ON THE LEFT.  THE STATION IS A  BRONZE WISCONSIN
 DH5282'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK  SET
 DH5282'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE
 DH5282'HIGHWAY  PAVEMENT.  THE STATION IS 7.9 M EAST OF THE CENTERLINE OF
 DH5282'COUNTY HIGHWAY M, 53 M SOUTH OF  A WOOD POST FOR A --RIGHT CURVE 20
 DH5282'MPH-- SIGN, 33.2 M SOUTHEAST OF A WOOD POST FOR A  --RIGHT CURVE 20
 DH5282'MPH-- SIGN, 2 M WEST OF A CULTIVATED FIELD, 0.9 M SOUTHEAST OF AN
 DH5282'ORANGE  4X4 PLASTIC WITNESS POST, 0.9 M NORTHEAST OF AN ORANGE 4X4
 DH5282'PLASTIC WITNESS POST, AND 0.9  M WEST OF AN ORANGE 4X4 PLASTIC WITNESS
 DH5282'POST.  ---NOTE---THIS STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING
 DH5282'HIGHER THAN 10 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4232 ***********************************************************************
 DG4232  DESIGNATION -  DOMINION GPS
 DG4232  PID         -  DG4232
 DG4232  STATE/COUNTY-  WI/DANE
 DG4232  USGS QUAD   -  MADISON EAST (1983)
 DG4232
 DG4232                         *CURRENT SURVEY CONTROL
 DG4232  ___________________________________________________________________
 DG4232* NAD 83(1997)-  43 05 17.28956(N)    089 15 58.77079(W)     ADJUSTED  
 DG4232* NAVD 88     -       300.6    (meters)     986.     (feet)  GPS OBS   
 DG4232  ___________________________________________________________________
 DG4232  X           -      59,739.830 (meters)                     COMP
 DG4232  Y           -  -4,665,082.055 (meters)                     COMP
 DG4232  Z           -   4,334,839.417 (meters)                     COMP
 DG4232  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 DG4232  ELLIP HEIGHT-         266.22  (meters)          (01/28/04) GPS OBS
 DG4232  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 DG4232
 DG4232  HORZ ORDER  -  FIRST
 DG4232  ELLP ORDER  -  THIRD     CLASS II
 DG4232
 DG4232.The horizontal coordinates were established by GPS observations
 DG4232.and adjusted by the TERRASURV in January 2004..
 DG4232
 DG4232.The orthometric height was determined by GPS observations and a
 DG4232.high-resolution geoid model.
 DG4232
 DG4232.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4232
 DG4232.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4232
 DG4232.The ellipsoidal height was determined by GPS observations
 DG4232.and is referenced to NAD 83.
 DG4232
 DG4232.The geoid height was determined by GEOID03.
 DG4232
 DG4232;                    North         East     Units Scale Factor Converg.
 DG4232;SPC WI S     -   121,144.183   659,735.060   MT  0.99994740   +0 30 14.8
 DG4232;SPC WI S     -   397,453.87  2,164,480.78   sFT  0.99994740   +0 30 14.8
 DG4232;UTM  16      - 4,773,095.075   315,536.525   MT  1.00001861   -1 32 55.0
 DG4232
 DG4232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4232!SPC WI S     -   0.99995825  x   0.99994740  =   0.99990565
 DG4232!UTM  16      -   0.99995825  x   1.00001861  =   0.99997686
 DG4232
 DG4232                          SUPERSEDED SURVEY CONTROL
 DG4232
 DG4232.No superseded survey control is available for this station.
 DG4232
 DG4232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1553773095(NAD 83)
 DG4232_MARKER: F = FLANGE-ENCASED ROD
 DG4232_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 DG4232_STAMPING: DOMINION GPS
 DG4232_MARK LOGO: AYRES 
 DG4232_PROJECTION: FLUSH
 DG4232_MAGNETIC: I = MARKER IS A STEEL ROD
 DG4232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4232+STABILITY: SURFACE MOTION
 DG4232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4232+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 DG4232_ROD/PIPE-DEPTH:  3.7 meters
 DG4232_SLEEVE-DEPTH  :  0.9 meters
 DG4232
 DG4232  HISTORY     - Date     Condition        Report By
 DG4232  HISTORY     - 20021016 MONUMENTED       AYRES
 DG4232
 DG4232                          STATION DESCRIPTION
 DG4232
 DG4232'DESCRIBED BY AYRES ASSOCIATES 2002 (CMS)
 DG4232'TO REACH THE STATION FROM US 51 AND COTTAGE GROVE ROAD, TRAVEL EAST ON
 DG4232'COTTAGE
 DG4232'GROVE ROAD FOR 3.5 KM (2.2 MI) TO THE INTERSECTION OF SPRECHER ROAD.
 DG4232'TRAVEL NORTH ON
 DG4232'SPRECHER ROAD FOR 0.3 KM (0.2 MI) TO THE INTERSECTION OF WYALUSING
 DG4232'DRIVE AND THE STATION
 DG4232'LOCATED IN THE NORTHEAST QUADRANT OF THE INTERSECTION. STATION IS
 DG4232'LOCATED ON THE
 DG4232'SOUTH EDGE OF THE EAST-WEST SIDEWALK AND ON THE EAST EDGE OF THE
 DG4232'NORTH-SOUTH
 DG4232'SIDEWALK. STATION IS LOCATED APPROXIMATELY 7.9 M (26 FT) SOUTHEAST OF
 DG4232'A HYDRANT, 7.6 M (25
 DG4232'FT) SOUTHWEST OF TWO TELEPHONE PEDESTALS AND 6.7 M (22 FT) NORTH OF A
 DG4232'NO PARKING SIGN.
 DG4232'STATION IS STAMPED DOMINION GPS ON THE ACCESS COVER.
 DG4232' 
 DG4232' 
 DG4232' 
 DG4232'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP2204 ***********************************************************************
 PP2204  DESIGNATION -  DON
 PP2204  PID         -  PP2204
 PP2204  STATE/COUNTY-  WI/ST CROIX
 PP2204  USGS QUAD   -  BALDWIN EAST (1974)
 PP2204
 PP2204                         *CURRENT SURVEY CONTROL
 PP2204  ___________________________________________________________________
 PP2204* NAD 83(1991)-  44 56 14.72594(N)    092 20 03.03666(W)     ADJUSTED  
 PP2204* NAVD 88     -       384.6    (meters)    1262.     (feet)  VERTCON   
 PP2204  ___________________________________________________________________
 PP2204  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 PP2204  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 PP2204
 PP2204  HORZ ORDER  -  SECOND
 PP2204
 PP2204.The horizontal coordinates were established by classical geodetic methods
 PP2204.and adjusted by the National Geodetic Survey in March 1999..
 PP2204
 PP2204.The NAVD 88 height was computed by applying the VERTCON shift value to
 PP2204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PP2204
 PP2204.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP2204
 PP2204.The geoid height was determined by GEOID03.
 PP2204
 PP2204;                    North         East     Units Scale Factor Converg.
 PP2204;SPC WI C     -   125,333.007   415,793.514   MT  0.99994128   -1 38 49.0
 PP2204;SPC WI C     -   411,196.71  1,364,149.22   sFT  0.99994128   -1 38 49.0
 PP2204;UTM  15      - 4,976,214.633   552,534.143   MT  0.99963394   +0 28 13.1
 PP2204
 PP2204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP2204!SPC WI C     -   0.99994448  x   0.99994128  =   0.99988576
 PP2204!UTM  15      -   0.99994448  x   0.99963394  =   0.99957844
 PP2204
 PP2204:                Primary Azimuth Mark                     Grid Az
 PP2204:SPC WI C     -  ROBBIE                                   096 31 43.8
 PP2204:UTM  15      -  ROBBIE                                   094 24 41.7
 PP2204
 PP2204|---------------------------------------------------------------------|
 PP2204| PID    Reference Object                     Distance      Geod. Az  |
 PP2204|                                                           dddmmss.s |
 PP2204| PP2182 ROBBIE                              APPROX. 9.3 KM 0945254.8 |
 PP2204| CJ4025 DON RM 2                             14.441 METERS 23128     |
 PP2204| CJ4024 DON RM 1                             14.790 METERS 30703     |
 PP2204|---------------------------------------------------------------------|
 PP2204
 PP2204                          SUPERSEDED SURVEY CONTROL
 PP2204
 PP2204  NAD 83(1991)-  44 56 14.72132(N)    092 20 03.03440(W) AD(       ) 2
 PP2204  NAD 83(1986)-  44 56 14.71629(N)    092 20 03.03932(W) AD(       ) 2
 PP2204  NAD 27      -  44 56 14.83955(N)    092 20 02.35757(W) AD(       ) 2
 PP2204  NGVD 29 (07/19/86)  384.6    (m)         1262.     (f) VERT ANG       
 PP2204
 PP2204.Superseded values are not recommended for survey control.
 PP2204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2204.See file dsdata.txt to determine how the superseded data were derived.
 PP2204
 PP2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK5253476215(NAD 83)
 PP2204_MARKER: DD = SURVEY DISK
 PP2204_SETTING: 0 = UNSPECIFIED SETTING
 PP2204
 PP2204  HISTORY     - Date     Condition        Report By
 PP2204  HISTORY     - 1972     MONUMENTED       USGS
 PP2204
 PP2204                          STATION DESCRIPTION
 PP2204
 PP2204'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (JSA)
 PP2204'STATION IS ABOUT 1.2 MI. S. AND 2.1 MI. W. OF TOWN OF WOODVILLE,
 PP2204'FROM JUNCTION OF COUNTY ROADS B AND BB, NEAR CENTER OF WOODVILLE,
 PP2204'T. 28 N., R. 16 W., NEAR CENTER OF SW 1/4 OF SEC. 4.
 PP2204'
 PP2204'TO REACH FROM JUNCTION OF COUNTY ROADS B AND BB IN WOODVILLE, GO
 PP2204'S.-W. ON COUNTY ROAD BB FOR 3.0 MI. TO CROSSROADS JUST S. OF
 PP2204'INTERSTATE HIGHWAY 94, TURN W. HERE AND FOLLOW FOR 0.7 MI. TO END
 PP2204'OF RD., THEN DRIVE N. 0.3 MI. TO STATION ON LEFT, ABOUT 168
 PP2204'FT. S. OF OVERPASS.
 PP2204'
 PP2204'STATION MARK STAMPED ET DON 1972 IS 168 FT. S. AND 18 FT. W. CENTER
 PP2204'LINE RD. AT CENTER LINE S. LANE OF E.-W. DIVIDED HWY., 56
 PP2204'FT. S. AND 18 FT. W. OF CENTER LINE RD. AT FENCE W., 59 FT. E. OF
 PP2204'
 PP2204'W. R/W FENCE, SET 10 IN. BELOW SURFACE.
 PP2204'
 PP2204'REFERENCE MARK NO. 1 STAMPED DON NO 1 1972 IS 49 FT. NW. OF
 PP2204'STATION, 139 FT. S. AND 57 FT. W. OF CENTER LINE RD. AT CENTER
 PP2204'LINE S. LANE OF DIVIDED HWY., 1 FT. E. OF W. R/W FENCE.
 PP2204'
 PP2204'REFERENCE MARK NO. 2 STAMPED DON NO 2 1972 IS 47 FT. SW. OF
 PP2204'STATION, 199 FT. S. AND 55 FT. W. OF CENTER LINE RD. AT CENTER LINE
 PP2204'S. LANE OF DIVIDED HWY., 1 FT. E. OF W. R/W FENCE.
 PP2204'
 PP2204'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2-IN. COPPER COATED
 PP2204'RODS, CENTERED IN 6-IN. DIAMETER PLASTIC PIPE 12 IN. LONG AND
 PP2204'FILLED WITH GRAVEL TO WITHIN 1 IN. OF TABLET.  REFERENCE MARK NO. 1
 PP2204'AND REFERENCE MARK NO. 2 ARE FLUSH WITH GROUND.  STATION MARK SET
 PP2204'10 IN. BELOW SURFACE.
 PP2204'
 PP2204'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0124 ***********************************************************************
 QN0124  DESIGNATION -  DONALD
 QN0124  PID         -  QN0124
 QN0124  STATE/COUNTY-  WI/TAYLOR
 QN0124  USGS QUAD   -  SHELDON (1971)
 QN0124
 QN0124                         *CURRENT SURVEY CONTROL
 QN0124  ___________________________________________________________________
 QN0124* NAD 83(1991)-  45 15 03.01570(N)    090 53 39.29714(W)     ADJUSTED  
 QN0124* NAVD 88     -       364.089  (meters)    1194.52   (feet)  ADJUSTED  
 QN0124  ___________________________________________________________________
 QN0124  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 QN0124  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 QN0124  DYNAMIC HT  -         364.069 (meters)    1194.45  (feet)  COMP
 QN0124  MODELED GRAV-     980,551.6   (mgal)                       NAVD 88
 QN0124
 QN0124  HORZ ORDER  -  FIRST
 QN0124  VERT ORDER  -  FIRST     CLASS II
 QN0124
 QN0124.The horizontal coordinates were established by classical geodetic methods
 QN0124.and adjusted by the National Geodetic Survey in November 1991..
 QN0124
 QN0124.The orthometric height was determined by differential leveling
 QN0124.and adjusted by the National Geodetic Survey in June 1991..
 QN0124
 QN0124.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0124
 QN0124.The geoid height was determined by GEOID03.
 QN0124
 QN0124.The dynamic height is computed by dividing the NAVD 88
 QN0124.geopotential number by the normal gravity value computed on the
 QN0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0124.degrees latitude (g = 980.6199 gals.).
 QN0124
 QN0124.The modeled gravity was interpolated from observed gravity values.
 QN0124
 QN0124;                    North         East     Units Scale Factor Converg.
 QN0124;SPC WI C     -   157,900.918   529,803.688   MT  0.99996206   -0 37 51.5
 QN0124;SPC WI C     -   518,046.60  1,738,197.60   sFT  0.99996206   -0 37 51.5
 QN0124;UTM  15      - 5,012,972.871   665,239.355   MT  0.99993573   +1 29 45.0
 QN0124
 QN0124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0124!SPC WI C     -   0.99994771  x   0.99996206  =   0.99990978
 QN0124!UTM  15      -   0.99994771  x   0.99993573  =   0.99988345
 QN0124
 QN0124|---------------------------------------------------------------------|
 QN0124| PID    Reference Object                     Distance      Geod. Az  |
 QN0124|                                                           dddmmss.s |
 QN0124| CJ4854 DONALD RM                            12.950 METERS 28742     |
 QN0124|---------------------------------------------------------------------|
 QN0124
 QN0124                          SUPERSEDED SURVEY CONTROL
 QN0124
 QN0124  NAD 83(1986)-  45 15 03.01003(N)    090 53 39.29919(W) AD(       ) 1
 QN0124  NAD 27      -  45 15 03.10400(N)    090 53 38.83500(W) AD(       ) 1
 QN0124  NGVD 29 (??/??/92)  364.100  (m)         1194.55   (f) ADJ UNCH    1 2
 QN0124
 QN0124.Superseded values are not recommended for survey control.
 QN0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0124.See file dsdata.txt to determine how the superseded data were derived.
 QN0124
 QN0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL6523912973(NAD 83)
 QN0124_MARKER: DS = TRIANGULATION STATION DISK
 QN0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0124_STAMPING: DONALD 1921
 QN0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0124+STABILITY: SURFACE MOTION
 QN0124
 QN0124  HISTORY     - Date     Condition        Report By
 QN0124  HISTORY     - 1921     MONUMENTED       CGS
 QN0124  HISTORY     - 1930     GOOD             CGS
 QN0124  HISTORY     - 1930     GOOD             NGS
 QN0124  HISTORY     - 1934     POOR             NGS
 QN0124  HISTORY     - 20031104 MARK NOT FOUND   WIDT
 QN0124  HISTORY     - 20041006 MARK NOT FOUND   WIDT
 QN0124
 QN0124                          STATION DESCRIPTION
 QN0124
 QN0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0124'STATION IS ABOUT 0.3 MILE S OF DONALD, AT THE INTERSECTION
 QN0124'OF MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY AND THE
 QN0124'CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY, 75 METERS N
 QN0124'OF MILEPOST 335 ON THE FIRST NAMED RAILROAD, 25 METERS S OF
 QN0124'RAILROAD CULVERT K 335-PAND, 2.404 METERS (7.89 FEET) E OF E RAIL
 QN0124'OF FIRST NAMES RAILROAD, AND 2.518 METERS (8.25 FEET) N OF THE N
 QN0124'RAIL OF THE SECOND NAMES RAILROAD.  REFERENCE MARK IS ON THE W
 QN0124'SIDE OF THE FIRST NAMED RAILROAD AND ON THE N SIDE OF THE
 QN0124'SECOND NAMED RAILROAD.
 QN0124'
 QN0124'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 QN0124'DISKS SET IN CONCRETE.
 QN0124
 QN0124                          STATION RECOVERY (1930)
 QN0124
 QN0124'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 QN0124'THE MARK WAS FOUND AS DESCRIBED IN GOOD CONDITION.  THE
 QN0124'DESCRIPTION IS ADEQUATE.
 QN0124
 QN0124                          STATION RECOVERY (1930)
 QN0124
 QN0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1930
 QN0124'0.3 MI S FROM DONALD.
 QN0124'0.3 MILE SOUTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QN0124'MARIE RAILWAY FROM THE STATION AT DONALD, TAYLOR COUNTY, 245
 QN0124'FEET NORTH OF MILEPOST 335, 82 FEET SOUTH OF CULVERT K-335-P,
 QN0124'AT THE FORMER CROSSING OF AN ABANDONED LINE OF THE CHICAGO,
 QN0124'ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY, 8 FEET EAST OF THE EAST
 QN0124'RAIL, AND ABOUT 10 FEET NORTH OF THE CENTER LINE OF THE ABANDONED
 QN0124'ROADBED.  A STANDARD TRIANGULATION-STATION DISK, STAMPED DONALD
 QN0124'1921 AND SET IN THE TOP OF A CONCRETE POST.
 QN0124
 QN0124                          STATION RECOVERY (1934)
 QN0124
 QN0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QN0124'MARK RECOVERED IN POOR CONDITION.
 QN0124
 QN0124                          STATION RECOVERY (2003)
 QN0124
 QN0124'RECOVERY NOTE BY WI DEPT OF TRANSP 2003
 QN0124'MARK NOT FOUND.
 QN0124
 QN0124                          STATION RECOVERY (2004)
 QN0124
 QN0124'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0124'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1273 ***********************************************************************
 PN1273  DESIGNATION -  DONALD
 PN1273  PID         -  PN1273
 PN1273  STATE/COUNTY-  WI/WOOD
 PN1273  USGS QUAD   -  WISCONSIN RAPIDS SOUTH (1984)
 PN1273
 PN1273                         *CURRENT SURVEY CONTROL
 PN1273  ___________________________________________________________________
 PN1273* NAD 83(1991)-  44 15 14.19877(N)    089 48 38.83685(W)     ADJUSTED  
 PN1273* NAVD 88     -       304.5    (meters)     999.     (feet)  VERTCON   
 PN1273  ___________________________________________________________________
 PN1273  LAPLACE CORR-          -5.21  (seconds)                    DEFLEC99
 PN1273  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 PN1273
 PN1273  HORZ ORDER  -  SECOND
 PN1273
 PN1273.The horizontal coordinates were established by classical geodetic methods
 PN1273.and adjusted by the National Geodetic Survey in November 1991..
 PN1273
 PN1273.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1273
 PN1273.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1273
 PN1273.The geoid height was determined by GEOID03.
 PN1273
 PN1273;                    North         East     Units Scale Factor Converg.
 PN1273;SPC WI C     -    46,755.194   615,111.070   MT  0.99999926   +0 08 00.6
 PN1273;SPC WI C     -   153,396.00  2,018,076.90   sFT  0.99999926   +0 08 00.6
 PN1273;SPC WI S     -   250,421.543   615,111.738   MT  1.00004343   +0 07 48.0
 PN1273;SPC WI S     -   821,591.35  2,018,079.09   sFT  1.00004343   +0 07 48.0
 PN1273;UTM  16      - 4,903,920.994   275,608.500   MT  1.00021929   -1 57 44.3
 PN1273
 PN1273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1273!SPC WI C     -   0.99995779  x   0.99999926  =   0.99995705
 PN1273!SPC WI S     -   0.99995779  x   1.00004343  =   1.00000122
 PN1273!UTM  16      -   0.99995779  x   1.00021929  =   1.00017708
 PN1273
 PN1273|---------------------------------------------------------------------|
 PN1273| PID    Reference Object                     Distance      Geod. Az  |
 PN1273|                                                           dddmmss.s |
 PN1273| CS5245 DONALD RM 1                           9.655 METERS 23310     |
 PN1273| CS5246 DONALD RM 2                           8.667 METERS 30404     |
 PN1273|---------------------------------------------------------------------|
 PN1273
 PN1273                          SUPERSEDED SURVEY CONTROL
 PN1273
 PN1273  NAD 83(1986)-  44 15 14.19632(N)    089 48 38.84462(W) AD(       ) 2
 PN1273  NGVD 29 (02/11/91)  304.5    (m)          999.     (f) VERT ANG       
 PN1273
 PN1273.Superseded values are not recommended for survey control.
 PN1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1273.See file dsdata.txt to determine how the superseded data were derived.
 PN1273
 PN1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7560903921(NAD 83)
 PN1273_MARKER: DE = TRAVERSE STATION DISK
 PN1273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN1273_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1273+STABILITY: SURFACE MOTION
 PN1273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN1273+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2004
 PN1273
 PN1273  HISTORY     - Date     Condition        Report By
 PN1273  HISTORY     - 1981     MONUMENTED       WIDT
 PN1273  HISTORY     - 20040330 GOOD             USPSQD
 PN1273
 PN1273                          STATION DESCRIPTION
 PN1273
 PN1273'DESCRIBED BY WI DEPT OF TRANSP 1981 (LTK)
 PN1273'THE STATION IS LOCATED ALONG STH 13 ABOUT 19 MILES NORTH OF
 PN1273'FRIENDSHIP, 15 MILES WEST OF PLAINFIELD, AND 5.5 MILES SOUTH OF
 PN1273'WISCONSIN RAPIDS.
 PN1273'
 PN1273'TO REACH THE STATION FROM THE JUNCTION OF STH 13 AND STH 73 TO THE
 PN1273'WEST ABOUT 4 MILES SOUTH OF WISCONSIN RAPIDS, GO SOUTH ON STH 13 FOR
 PN1273'3.5 MILES TO A CROSSROAD NAMED TEN MILE AVENUE.  CONTINUE SOUTH ON STH
 PN1273'13 FOR 0.15 MILE TO THE STATION ON THE WEST HIGHWAY RIGHT OF WAY NEAR
 PN1273'THE BEGINNING OF A HORIZONTAL CURVE IN THE HIGHWAY.
 PN1273'
 PN1273'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---DONALD 1981---.
 PN1273'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL
 PN1273'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 115.4
 PN1273'FEET NORTH NORTHEAST OF A POWER POLE, 49 FEET SOUTHEAST OF A METAL
 PN1273'RIGHT OF WAY POST, 43 FEET EAST OF WOODS EDGE, 30.5 FEET WEST OF THE
 PN1273'CENTER OF STH 13, AND 2 FEET WEST OF A METAL WITNESS POST.  THE
 PN1273'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 4.5 FEET
 PN1273'BELOW GROUND.
 PN1273'
 PN1273'REFERENCE MARK 1 IS A STANDARD WIDT DISK STAMPED---DONALD RM 1
 PN1273'1981---SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL CONCRETE
 PN1273'MONUMENT WHICH PROJECTS 5 INCHES ABOVE GROUND.  IT IS 94 FEET NORTH OF
 PN1273'A POWER POLE, 64 FEET SOUTH OF A METAL RIGHT OF WAY POST, 56.4 FEET
 PN1273'WEST OF THE CENTER OF STH 13, 18.4 FEET EAST OF WOODS EDGE, AND 0.5
 PN1273'FOOT LOWER THAN THE STATION.
 PN1273'
 PN1273'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---DONALD RM 2
 PN1273'1981---SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL CONCRETE
 PN1273'MONUMENT WHICH PROJECTS 5 INCHES ABOVE GROUND.  IT IS 129.3 FEET NORTH
 PN1273'OF A POWER POLE, 54 FEET WEST OF THE CENTER OF STH 13, 29.5 FEET SOUTH
 PN1273'OF A METAL RIGHT OF WAY POST, 19.5 FEET EAST OF WOODS EDGE, AND 0.5
 PN1273'FOOT LOWER THAN THE STATION.
 PN1273'
 PN1273'NO AZIMUTH MARK WAS SET.  HEIGHT OF LIGHT ABOVE MARK WAS 1.50 METERS.
 PN1273
 PN1273                          STATION RECOVERY (2004)
 PN1273
 PN1273'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN1273'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 PN1273'CONDITION.  NOTE-- THERE IS NO WITNESS POST AT THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0273 ***********************************************************************
 NH0273  DESIGNATION -  DOOR
 NH0273  PID         -  NH0273
 NH0273  STATE/COUNTY-  WI/WALWORTH
 NH0273  USGS QUAD   -  CLINTON (1976)
 NH0273
 NH0273                         *CURRENT SURVEY CONTROL
 NH0273  ___________________________________________________________________
 NH0273* NAD 83(1991)-  42 34 58.78375(N)    088 45 44.11676(W)     ADJUSTED  
 NH0273* NAVD 88     -       266.741  (meters)     875.13   (feet)  ADJUSTED  
 NH0273  ___________________________________________________________________
 NH0273  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 NH0273  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 NH0273  DYNAMIC HT  -         266.660 (meters)     874.87  (feet)  COMP
 NH0273  MODELED GRAV-     980,308.7   (mgal)                       NAVD 88
 NH0273
 NH0273  HORZ ORDER  -  SECOND
 NH0273  VERT ORDER  -  SECOND    CLASS I
 NH0273
 NH0273.The horizontal coordinates were established by classical geodetic methods
 NH0273.and adjusted by the National Geodetic Survey in November 1991..
 NH0273
 NH0273.The orthometric height was determined by differential leveling
 NH0273.and adjusted by the National Geodetic Survey in February 2004..
 NH0273.WARNING-Repeat measurements at this control monument indicate possible
 NH0273.vertical movement.
 NH0273
 NH0273.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0273
 NH0273.The geoid height was determined by GEOID03.
 NH0273
 NH0273.The dynamic height is computed by dividing the NAVD 88
 NH0273.geopotential number by the normal gravity value computed on the
 NH0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0273.degrees latitude (g = 980.6199 gals.).
 NH0273
 NH0273.The modeled gravity was interpolated from observed gravity values.
 NH0273
 NH0273;                    North         East     Units Scale Factor Converg.
 NH0273;SPC WI S     -    65,520.564   701,606.477   MT  1.00003370   +0 51 01.7
 NH0273;SPC WI S     -   214,962.05  2,301,853.92   sFT  1.00003370   +0 51 01.7
 NH0273;SPC IL E     -   656,948.693   264,790.608   MT  0.99999025   -0 17 24.8
 NH0273;SPC IL E     - 2,155,339.17    868,733.85   sFT  0.99999025   -0 17 24.8
 NH0273;UTM  16      - 4,716,013.890   355,392.035   MT  0.99985728   -1 11 33.5
 NH0273
 NH0273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0273!SPC WI S     -   0.99996346  x   1.00003370  =   0.99999716
 NH0273!SPC IL E     -   0.99996346  x   0.99999025  =   0.99995371
 NH0273!UTM  16      -   0.99996346  x   0.99985728  =   0.99982074
 NH0273
 NH0273|---------------------------------------------------------------------|
 NH0273| PID    Reference Object                     Distance      Geod. Az  |
 NH0273|                                                           dddmmss.s |
 NH0273| CI8557 DOOR RM                              17.460 METERS 23607     |
 NH0273| NH1271 DODGE                               APPROX. 0.9 KM 2551509.9 |
 NH0273|---------------------------------------------------------------------|
 NH0273
 NH0273                          SUPERSEDED SURVEY CONTROL
 NH0273
 NH0273  NAD 83(1986)-  42 34 58.78076(N)    088 45 44.12133(W) AD(       ) 2
 NH0273  NAD 27      -  42 34 58.72800(N)    088 45 43.74300(W) AD(       ) 2
 NH0273  NAVD 88 (06/15/91)  266.757  (m)          875.19   (f) UNKNOWN     1 2
 NH0273  NGVD 29 (??/??/92)  266.827  (m)          875.41   (f) ADJ UNCH    1 2
 NH0273
 NH0273.Superseded values are not recommended for survey control.
 NH0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0273.See file dsdata.txt to determine how the superseded data were derived.
 NH0273
 NH0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5539216014(NAD 83)
 NH0273_MARKER: DS = TRIANGULATION STATION DISK
 NH0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0273_STAMPING: DOOR 1920
 NH0273_MARK LOGO: CGS   
 NH0273_PROJECTION: PROJECTING 10 CENTIMETERS
 NH0273_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NH0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0273+STABILITY: SURFACE MOTION
 NH0273_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NH0273+SATELLITE: SATELLITE OBSERVATIONS - 2001
 NH0273
 NH0273  HISTORY     - Date     Condition        Report By
 NH0273  HISTORY     - 1920     MONUMENTED       CGS
 NH0273  HISTORY     - 1930     GOOD             CGS
 NH0273  HISTORY     - 1960     GOOD             NGS
 NH0273  HISTORY     - 1972     GOOD             WIDT
 NH0273  HISTORY     - 2001     GOOD             WIDT
 NH0273
 NH0273                          STATION DESCRIPTION
 NH0273
 NH0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH0273'STATION IS LOCATED ABOUT 2 MILES W OF DARIEN, ON THE S SIDE
 NH0273'OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD TRACK,
 NH0273'80 YARDS W OF THE ROAD LEADING N FROM ALLEN GROVE, 125 YARDS
 NH0273'W OF THE RAILROAD BRIDGE, AND 8.74 METERS (28.67 FEET) S OF THE
 NH0273'S AND NEAREST RAIL.  SURFACE, UNDERGROUND, AND REFERENCE
 NH0273'MARKS ARE STANDARD BRONZE TABLETS SET IN CONCRETE AS DESCRIBED.
 NH0273'REFERENCE MARK IS ON THE SAME SIDE
 NH0273'OF THE TRACK, NEAR THE FENCE LINE, 17.46 METERS (57.28 FEET)
 NH0273'FROM THE STATION, S 56 DEG 07 MIN W.
 NH0273
 NH0273                          STATION RECOVERY (1930)
 NH0273
 NH0273'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 NH0273'MARK WAS FOUND AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 NH0273'ADEQUATE.
 NH0273'
 NH0273'THIS IS A TRAVERSE STATION.
 NH0273
 NH0273                          STATION RECOVERY (1960)
 NH0273
 NH0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NH0273'0.7 MI SW FROM BARDWELL.
 NH0273'ABOUT 0.7 MILE SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST.
 NH0273'PAUL AND PACIFIC RAILROAD FROM THE STATION AT BARDWELL, AT
 NH0273'THE NORTHEAST CORNER OF THE SMALL SETTLEMENT OF ALLENS GROVE,
 NH0273'12 RAILS SOUTHWEST OF THE SOUTHWEST END OF RAILROAD BRIDGE E
 NH0273'156, 5 RAILS SOUTHWEST OF THE CROSSING OF A BLACK TOP ROAD,
 NH0273'28 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 29 FEET NORTHEAST
 NH0273'OF THE SECOND TELEPHONE POLE SOUTHWEST OF THE CROSSING, ABOUT
 NH0273'2 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN TOP OF A
 NH0273'CONCRETE POST PROJECTING 2 INCHES.  NOTE-- MARK APPEARS TO BE IN
 NH0273'GOOD CONDITION, HOWEVER, 1960 LEVELING INDICATES THAT MARK
 NH0273'HAS SETTLED SLIGHTLY.  USE WITH CAUTION.
 NH0273
 NH0273                          STATION RECOVERY (1972)
 NH0273
 NH0273'RECOVERY NOTE BY WI DEPT OF TRANSP 1972 (DDT)
 NH0273'DOOR 1920-GOOD
 NH0273'
 NH0273'I SET A STEEL WITNESS POST, WITH SIGN FROM NATIONAL GEODETIC
 NH0273'SURVEY DEPT. 4 FT NORTH OF THE MONUMENT.
 NH0273
 NH0273                          STATION RECOVERY (2001)
 NH0273
 NH0273'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 NH0273'THE STATION IS LOCATED ABOUT 30 KM EAST-SOUTHEAST OF JANESVILLE AND
 NH0273'38 KM SOUTH-SOUTHEAST OF FORT ATKINSON.  OWNERSHIP--WISCONSIN
 NH0273'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 NH0273'OF INTERSTATE HIGHWAY 43 WITH US HIGHWAY 14 ABOUT 1 KM NORTHWEST OF
 NH0273'THE VILLAGE OF DARIEN, GO SOUTHEAST ON US HIGHWAY 14 FOR 1.6 KM TO
 NH0273'COUNTY HIGHWAY X, TURN RIGHT AND GO SOUTHWEST ON COUNTY  HIGHWAY X
 NH0273'FOR 4.8 KM TO MAIN STREET ON THE RIGHT, TURN RIGHT AND GO NORTH ON
 NH0273'MAIN STREET FOR 0.2 KM TO CLINTON STREET, TURN RIGHT AND GO EAST ON
 NH0273'CLINTON STREET FOR 0.1 KM TO NORTH ROAD ON THE LEFT, TURN LEFT AND GO
 NH0273'NORTH ON NORTH ROAD FOR 0.3 KM TO THE PELISHEK NATURE TRAIL AND THE
 NH0273'STATION ON THE LEFT.  THE STATION IS A BRONZE US COAST AND GEODETIC
 NH0273'SURVEY TRIANGULATION STATION DISK SET IN THE TOP OF A 26-CM SQUARE
 NH0273'CONCRETE POST ABOUT LEVEL WITH THE NATURE TRAIL.  THE STATION IS 9 M
 NH0273'SOUTH OF THE CENTER OF PELISHEK NATURE TRAIL, 53.4 M WEST OF THE
 NH0273'CENTERLINE OF NORTH ROAD, AND 15.0 M NORTH OF THE CENTERLINE OF HILL
 NH0273'STREET.  ---NOTE---THE STATION IS 1.3 M SOUTH OF A METAL WITNESS
 NH0273'POST.  ---NOTE2---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS
 NH0273'DUE TO TREES OVERHEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0491 ***********************************************************************
 QL0491  DESIGNATION -  DOOR BLUFF USLS 1864
 QL0491  PID         -  QL0491
 QL0491  STATE/COUNTY-  WI/DOOR
 QL0491  USGS QUAD   -  ELLISON BAY (1982)
 QL0491
 QL0491                         *CURRENT SURVEY CONTROL
 QL0491  ___________________________________________________________________
 QL0491* NAD 83(1991)-  45 17 46.81131(N)    087 03 54.35835(W)     ADJUSTED  
 QL0491* NAVD 88     -       225.     (meters)     738.     (feet)  SCALED    
 QL0491  ___________________________________________________________________
 QL0491  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 QL0491  GEOID HEIGHT-         -37.09  (meters)                     GEOID03
 QL0491
 QL0491  HORZ ORDER  -  FIRST
 QL0491
 QL0491.The horizontal coordinates were established by classical geodetic methods
 QL0491.and adjusted by the National Geodetic Survey in November 1991..
 QL0491
 QL0491.The orthometric height was scaled from a topographic map.
 QL0491
 QL0491.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0491
 QL0491.The geoid height was determined by GEOID03.
 QL0491
 QL0491;                    North         East     Units Scale Factor Converg.
 QL0491;SPC WI C     -   166,730.420   830,154.090   MT  0.99996757   +2 04 14.9
 QL0491;SPC WI C     -   547,014.72  2,723,597.21   sFT  0.99996757   +2 04 14.9
 QL0491;UTM  16      - 5,015,872.545   494,895.677   MT  0.99960032   -0 02 46.6
 QL0491
 QL0491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0491!SPC WI C     -   0.99997054  x   0.99996757  =   0.99993812
 QL0491!UTM  16      -   0.99997054  x   0.99960032  =   0.99957088
 QL0491
 QL0491                          SUPERSEDED SURVEY CONTROL
 QL0491
 QL0491  NAD 83(1986)-  45 17 46.81151(N)    087 03 54.35531(W) AD(       ) 1
 QL0491  NAD 27      -  45 17 46.86000(N)    087 03 53.93500(W) AD(       ) 1
 QL0491
 QL0491.Superseded values are not recommended for survey control.
 QL0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0491.See file dsdata.txt to determine how the superseded data were derived.
 QL0491
 QL0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9489615873(NAD 83)
 QL0491_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0491+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2002
 QL0491
 QL0491  HISTORY     - Date     Condition        Report By
 QL0491  HISTORY     - 1864     MONUMENTED       COASUR
 QL0491  HISTORY     - 1874     SEE DESCRIPTION  USLS
 QL0491  HISTORY     - 1984     GOOD             USPSQD
 QL0491  HISTORY     - 20021019 GOOD             GEOCAC
 QL0491
 QL0491                          STATION DESCRIPTION
 QL0491
 QL0491'DESCRIBED BY US LAKE SURVEY 1874
 QL0491'ON EAST SHORE OF GREEN BAY, ON HIGHEST PART AND 34 FEET BACK FROM
 QL0491'EDGE OF WEST SIDE OF
 QL0491'DEATHDOOR BLUFF.  MARKED BY CROSS CUT IN SOLID ROCK.  OVER MARK IS
 QL0491'STONE POST.  CEDAR WITNESS
 QL0491'STAKES, SURROUNDED BY ROCK PILES ARE NORTH, EAST, AND SOUTH
 QL0491'OF STATION, EACH 10 FEET DISTANT.  DOOR
 QL0491'BLUFF (U.S.L.S.) LATITUDE STATION IS DISTANT
 QL0491'27.43 METERS (90.0 FEET) FROM STATION IN AZIMUTH 34 DEG 47
 QL0491'MIN 06 SEC.  IN 1904 IT WAS
 QL0491'REPORTED THAT STATION COULD NOT BE LOCATED, ALTHOUGH CENTER POST WAS
 QL0491'LOCATED.
 QL0491
 QL0491                          STATION RECOVERY (1984)
 QL0491
 QL0491'RECOVERY NOTE BY US POWER SQUADRON 1984 (AB)
 QL0491'CROSS CHISELED IN BEDROCK RECOVERED GOOD.
 QL0491'
 QL0491'MARK IS DEEPLY CHISELED IN BEDROCK.  A STONE BENCH ABOUT 18 INCHES
 QL0491'HIGH HAS BEEN ERECTED ABOVE MARK BY PLACING A STONE APPROX. 30
 QL0491'INCHES LONG BY 15 INCHES WIDE ON TWO SUPPORTING FLAT STONES ON
 QL0491'EDGE.  MARK IS 50 FT. FROM EDGE OF BLUFF AT ITS HIGHEST POINT, AND
 QL0491'BEARS 075 DEG, DISTANCE 145 FEET FROM SMALL CLEARING ON LEDGE
 QL0491'ROCK AT EDGE OF BLUFF.  DOOR BLUFF LATITUDE STATION COULD NOT BE
 QL0491'FOUND.
 QL0491
 QL0491                          STATION RECOVERY (2002)
 QL0491
 QL0491'RECOVERY NOTE BY GEOCACHING 2002 (RFC)
 QL0491'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AH8945 ***********************************************************************
 AH8945  DESIGNATION -  DORITY CREEK
 AH8945  PID         -  AH8945
 AH8945  STATE/COUNTY-  WI/BARRON
 AH8945  USGS QUAD   -  DORITY CREEK (1978)
 AH8945
 AH8945                         *CURRENT SURVEY CONTROL
 AH8945  ___________________________________________________________________
 AH8945* NAD 83(1997)-  45 18 05.48623(N)    091 55 26.46076(W)     ADJUSTED  
 AH8945* NAVD 88     -       391.7    (meters)    1285.     (feet)  GPS OBS   
 AH8945  ___________________________________________________________________
 AH8945  X           -    -150,885.037 (meters)                     COMP
 AH8945  Y           -  -4,491,554.187 (meters)                     COMP
 AH8945  Z           -   4,511,237.805 (meters)                     COMP
 AH8945  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 AH8945  ELLIP HEIGHT-         361.36  (meters)          (06/17/02) GPS OBS
 AH8945  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 AH8945
 AH8945  HORZ ORDER  -  FIRST
 AH8945  ELLP ORDER  -  SECOND    CLASS I
 AH8945
 AH8945.The horizontal coordinates were established by GPS observations
 AH8945.and adjusted by the National Geodetic Survey in June 2002..
 AH8945
 AH8945.The orthometric height was determined by GPS observations and a
 AH8945.high-resolution geoid model.
 AH8945
 AH8945.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8945
 AH8945.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8945
 AH8945.The ellipsoidal height was determined by GPS observations
 AH8945.and is referenced to NAD 83.
 AH8945
 AH8945.The geoid height was determined by GEOID03.
 AH8945
 AH8945;                    North         East     Units Scale Factor Converg.
 AH8945;SPC WI C     -   164,934.928   449,114.048   MT  0.99996824   -1 21 27.1
 AH8945;SPC WI C     -   541,124.01  1,473,468.34   sFT  0.99996824   -1 21 27.1
 AH8945;UTM  15      - 5,017,009.848   584,357.915   MT  0.99968750   +0 45 53.5
 AH8945
 AH8945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8945!SPC WI C     -   0.99994335  x   0.99996824  =   0.99991159
 AH8945!UTM  15      -   0.99994335  x   0.99968750  =   0.99963087
 AH8945
 AH8945                          SUPERSEDED SURVEY CONTROL
 AH8945
 AH8945  NAD 83(1991)-  45 18 05.48573(N)    091 55 26.45966(W) AD(       ) 1
 AH8945  ELLIP H (05/04/99)  361.37   (m)                       GP(       ) 2 1
 AH8945
 AH8945.Superseded values are not recommended for survey control.
 AH8945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8945.See file dsdata.txt to determine how the superseded data were derived.
 AH8945
 AH8945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL8435817010(NAD 83)
 AH8945_MARKER: I = METAL ROD
 AH8945_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH8945+WITH SETTING: INFORMATION.
 AH8945_STAMPING: DORITY CREEK 1998
 AH8945_MARK LOGO: WI-005
 AH8945_PROJECTION: FLUSH
 AH8945_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AH8945_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH8945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8945+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2005
 AH8945_ROD/PIPE-DEPTH:  2.9 meters
 AH8945_SLEEVE-DEPTH  :  0.9 meters
 AH8945
 AH8945  HISTORY     - Date     Condition        Report By
 AH8945  HISTORY     - 1998     MONUMENTED       WI-005
 AH8945  HISTORY     - 20050926 GOOD             WIDT
 AH8945
 AH8945                          STATION DESCRIPTION
 AH8945
 AH8945'DESCRIBED BY BARRON COUNTY WISCONSIN 1998 (MFN)
 AH8945'STATION IS LOCATED 7.5MI S-SW OF THE CITY OF BARRON, 5.1MI N-NE OF THE
 AH8945'VILLAGE OF PRAIRIE FARM IN THE SE 1/4 OF THE NW 1/4 OF SEC 36,T33N,
 AH8945'R13W, 4TH PRINCIPAL MERIDIAN, TOWN OF ARLAND, BARRON CO.  TO REACH THE
 AH8945'STATION FROM THE CITY OF BARRON FROM THE INTERSECTION OF USH 8 AND STH
 AH8945'25 SOUTH, GO SOUTH ALONG STH 25 7.5 MI (12.1 KM) TO 6TH AVE, TURN
 AH8945'RIGHT ON 6TH AVE AND GO WEST FOR 2.55 MI (4.10 KM) TO 12TH ST, TURN
 AH8945'RIGHT ON 12TH ST AND GO NORTH FOR 0.5 MI (0.8 KM) TO 6 1/2 AVE, TURN
 AH8945'LEFT ON 6 1/2 AVE AND GO WEST 0.6 MI (1.0 KM) TO STATION ON THE RIGHT.
 AH8945'LOCATED 36 FT (11.0 M) WEST OF FIELD ENTRANCE, 25 FT (7.6 M) NORTH OF
 AH8945'CENTERLINE OF 6 1/2 AVE, 1 FT (0.3 M) SOUTH OF WITNESS POST.
 AH8945'DESCRIBED BY BARRON COUNTY (CDF)
 AH8945
 AH8945                          STATION RECOVERY (2005)
 AH8945
 AH8945'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AH8945'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M NORTH, 1.0 M
 AH8945'SOUTHEAST, AND 1.0 M SOUTHWEST OF THREE 4X4 ORANGE PLASTIC GUARD
 AH8945'POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0022 ***********************************************************************
 QN0022  DESIGNATION -  DORT
 QN0022  PID         -  QN0022
 QN0022  STATE/COUNTY-  WI/ONEIDA
 QN0022  USGS QUAD   -  BRANTWOOD (1979)
 QN0022
 QN0022                         *CURRENT SURVEY CONTROL
 QN0022  ___________________________________________________________________
 QN0022* NAD 83(1991)-  45 33 16.00098(N)    090 01 55.05028(W)     ADJUSTED  
 QN0022* NAVD 88     -       482.393  (meters)    1582.65   (feet)  ADJUSTED  
 QN0022  ___________________________________________________________________
 QN0022  LAPLACE CORR-          -3.97  (seconds)                    DEFLEC99
 QN0022  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 QN0022  DYNAMIC HT  -         482.371 (meters)    1582.58  (feet)  COMP
 QN0022  MODELED GRAV-     980,555.0   (mgal)                       NAVD 88
 QN0022
 QN0022  HORZ ORDER  -  FIRST
 QN0022  VERT ORDER  -  FIRST     CLASS II
 QN0022
 QN0022.The horizontal coordinates were established by classical geodetic methods
 QN0022.and adjusted by the National Geodetic Survey in November 1991..
 QN0022
 QN0022.The orthometric height was determined by differential leveling
 QN0022.and adjusted by the National Geodetic Survey in June 1991..
 QN0022
 QN0022.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0022
 QN0022.The geoid height was determined by GEOID03.
 QN0022
 QN0022.The dynamic height is computed by dividing the NAVD 88
 QN0022.geopotential number by the normal gravity value computed on the
 QN0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0022.degrees latitude (g = 980.6199 gals.).
 QN0022
 QN0022.The modeled gravity was interpolated from observed gravity values.
 QN0022
 QN0022;                    North         East     Units Scale Factor Converg.
 QN0022;SPC WI N     -    43,099.666   597,504.595   MT  1.00000224   -0 01 23.0
 QN0022;SPC WI N     -   141,402.82  1,960,312.99   sFT  1.00000224   -0 01 23.0
 QN0022;SPC WI C     -   191,257.132   597,504.574   MT  1.00001082   -0 01 21.2
 QN0022;SPC WI C     -   627,482.77  1,960,312.92   sFT  1.00001082   -0 01 21.2
 QN0022;UTM  15      - 5,048,830.723   731,658.123   MT  1.00025985   +2 07 11.5
 QN0022;UTM  16      - 5,049,017.374   263,353.201   MT  1.00028858   -2 09 56.0
 QN0022
 QN0022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0022!SPC WI N     -   0.99992921  x   1.00000224  =   0.99993145
 QN0022!SPC WI C     -   0.99992921  x   1.00001082  =   0.99994003
 QN0022!UTM  15      -   0.99992921  x   1.00025985  =   1.00018904
 QN0022!UTM  16      -   0.99992921  x   1.00028858  =   1.00021777
 QN0022
 QN0022|---------------------------------------------------------------------|
 QN0022| PID    Reference Object                     Distance      Geod. Az  |
 QN0022|                                                           dddmmss.s |
 QN0022| CJ4855 DORT RM                              12.835 METERS 09340     |
 QN0022|---------------------------------------------------------------------|
 QN0022
 QN0022                          SUPERSEDED SURVEY CONTROL
 QN0022
 QN0022  NAD 83(1986)-  45 33 15.99634(N)    090 01 55.04683(W) AD(       ) 1
 QN0022  NAD 27      -  45 33 16.08100(N)    090 01 54.54300(W) AD(       ) 1
 QN0022  NGVD 29 (??/??/92)  482.382  (m)         1582.61   (f) ADJ UNCH    1 2
 QN0022
 QN0022.Superseded values are not recommended for survey control.
 QN0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0022.See file dsdata.txt to determine how the superseded data were derived.
 QN0022
 QN0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL3165848831(NAD 83)
 QN0022_MARKER: DS = TRIANGULATION STATION DISK
 QN0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0022_STAMPING: DORT 1921
 QN0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0022+STABILITY: SURFACE MOTION
 QN0022
 QN0022  HISTORY     - Date     Condition        Report By
 QN0022  HISTORY     - 1921     MONUMENTED       CGS
 QN0022  HISTORY     - 1921     GOOD             CGS
 QN0022  HISTORY     - 1934     GOOD             NGS
 QN0022  HISTORY     - 1952     MARK NOT FOUND   CGS
 QN0022  HISTORY     - 1975     MARK NOT FOUND   USGS
 QN0022  HISTORY     - 1985     MARK NOT FOUND   NGS
 QN0022  HISTORY     - 20050818 MARK NOT FOUND   WIDT
 QN0022
 QN0022                          STATION DESCRIPTION
 QN0022
 QN0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0022'STATION IS ABOUT 3/4 MILE E OF CLIFFORD ON THE EXTENSION OF
 QN0022'THE N RAIL FROM THE E AND W AT THE SECOND CURVE E OF CLIFFORD,
 QN0022'300 METERS E OF THE INTERSECTION OF U.S. HIGHWAY 8 AND THE
 QN0022'RAILROAD.  IT IS 7.35 METERS (21.12 FEET) S OF THE MINNEAPOLIS,
 QN0022'ST. PAUL AND SAULT STE. MARIE RAILWAY.
 QN0022'
 QN0022'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 QN0022'SET IN CONCRETE.
 QN0022
 QN0022                          STATION RECOVERY (1921)
 QN0022
 QN0022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921
 QN0022'0.5 MI E FROM CLIFFORD.
 QN0022'IN LINCOLN COUNTY, 0.5 MILE EAST ALONG THE MINNEAPOLIS, ST.
 QN0022'PAUL AND SAULT STE. MARIE RAILROAD FROM CLIFFORD, PRICE COUNTY,
 QN0022'AT A CURVE, 328 YARDS EAST OF A ROAD CROSSING, AT THE INTERSECTION
 QN0022'OF THE LINES DEFINED BY THE NORTH RAIL OF THE EAST TANGENT
 QN0022'AND THE NORTH RAIL OF THE WEST TANGENT, AND 24.1 FEET SOUTH OF
 QN0022'THE TRACK.  A STANDARD TRIANGULATION-STATION DISK, STAMPED
 QN0022'DORT 1921 AND SET IN THE TOP OF A CONCRETE POST.
 QN0022
 QN0022                          STATION RECOVERY (1934)
 QN0022
 QN0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QN0022'RECOVERED IN GOOD CONDITION.
 QN0022
 QN0022                          STATION RECOVERY (1952)
 QN0022
 QN0022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QN0022'A SEARCH WAS MADE FOR THE MARKS AND NEITHER THE STATION NOR
 QN0022'THE REFERENCE MARK WAS LOCATED.  THE AREA IS RATHER BRUSHY
 QN0022'AND A VERY LONG SEARCH WAS NOT MADE.
 QN0022
 QN0022                          STATION RECOVERY (1975)
 QN0022
 QN0022'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 QN0022'MARK NOT FOUND.
 QN0022
 QN0022                          STATION RECOVERY (1985)
 QN0022
 QN0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QN0022'MARK NOT FOUND.
 QN0022
 QN0022                          STATION RECOVERY (2005)
 QN0022
 QN0022'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QN0022'MARK NOT FOUND.  ADD--TAPED MULTIPLE DISTANCES BUT RECOVERED NO
 QN0022'EVIDENCE OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1185 ***********************************************************************
 OM1185  DESIGNATION -  DOUGLAS
 OM1185  PID         -  OM1185
 OM1185  STATE/COUNTY-  WI/MARQUETTE
 OM1185  USGS QUAD   -  BRIGGSVILLE (1975)
 OM1185
 OM1185                         *CURRENT SURVEY CONTROL
 OM1185  ___________________________________________________________________
 OM1185* NAD 83(1991)-  43 41 13.75448(N)    089 32 09.30614(W)     ADJUSTED  
 OM1185* NAVD 88     -       265.     (meters)     869.     (feet)  SCALED    
 OM1185  ___________________________________________________________________
 OM1185  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 OM1185  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 OM1185
 OM1185  HORZ ORDER  -  THIRD
 OM1185
 OM1185.The horizontal coordinates were established by classical geodetic methods
 OM1185.and adjusted by the National Geodetic Survey in November 1991..
 OM1185
 OM1185.The orthometric height was scaled from a topographic map.
 OM1185
 OM1185.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1185
 OM1185.The geoid height was determined by GEOID03.
 OM1185
 OM1185;                    North         East     Units Scale Factor Converg.
 OM1185;SPC WI S     -   187,532.404   637,414.994   MT  0.99994497   +0 19 07.9
 OM1185;SPC WI S     -   615,262.56  2,091,252.36   sFT  0.99994497   +0 19 07.9
 OM1185;UTM  16      - 4,840,251.873   295,616.571   MT  1.00011383   -1 45 08.0
 OM1185
 OM1185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1185!SPC WI S     -   0.99996405  x   0.99994497  =   0.99990902
 OM1185!UTM  16      -   0.99996405  x   1.00011383  =   1.00007787
 OM1185
 OM1185:                Primary Azimuth Mark                     Grid Az
 OM1185:SPC WI S     -  DOUGLAS AZ MK                            026 39 26.3
 OM1185:UTM  16      -  DOUGLAS AZ MK                            028 43 42.2
 OM1185
 OM1185|---------------------------------------------------------------------|
 OM1185| PID    Reference Object                     Distance      Geod. Az  |
 OM1185|                                                           dddmmss.s |
 OM1185| CI8558 DOUGLAS AZ MK                                      0265834.2 |
 OM1185| CI8559 DOUGLAS RM 1                         11.430 METERS 18351     |
 OM1185|---------------------------------------------------------------------|
 OM1185
 OM1185                          SUPERSEDED SURVEY CONTROL
 OM1185
 OM1185  NAD 83(1986)-  43 41 13.74893(N)    089 32 09.31243(W) AD(       ) 3
 OM1185  NAD 27      -  43 41 13.82410(N)    089 32 08.86910(W) AD(       ) 3
 OM1185
 OM1185.Superseded values are not recommended for survey control.
 OM1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1185.See file dsdata.txt to determine how the superseded data were derived.
 OM1185
 OM1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP9561740252(NAD 83)
 OM1185_MARKER: DS = TRIANGULATION STATION DISK
 OM1185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1185
 OM1185  HISTORY     - Date     Condition        Report By
 OM1185  HISTORY     - 1958     MONUMENTED       CGS
 OM1185  HISTORY     - 19990918 MARK NOT FOUND   USPSQD
 OM1185
 OM1185                          STATION DESCRIPTION
 OM1185
 OM1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1185'THE STATION IS ABOUT 4 MILES SOUTHWEST OF ENDEAVOR AND ABOUT
 OM1185'10 MILES NORTH OF PORTAGE.  IT IS IN THE EAST EDGE OF SEC.
 OM1185'9, T 14 N, R 8 E.  IT IS 8 FEET SOUTHWEST OF A WHITE WITNESS
 OM1185'POST, 24 FEET EAST OF THE CENTERLINE OF A SAND ROAD AND 39
 OM1185'FEET NORTH OF A FENCE CORNER.  THE MONUMENT PROJECTS 4 INCHES
 OM1185'AND THE DISK IS STAMPED DOUGLAS 1958.
 OM1185'
 OM1185'TO REACH THE STATION FROM THE U.S. POST OFFICE IN ENDEAVOR
 OM1185'GO NORTH 0.05 MILE TO U.S. HIGHWAY 51.  TURN RIGHT ON HIGHWAY
 OM1185'51 AND GO EAST AND SOUTHERLY FOR 1.05 MILES TO THE JUNCTION
 OM1185'OF U.S. 51 AND STATE HIGHWAY 23.  TURN RIGHT AND GO WEST ON
 OM1185'HIGHWAY 23 FOR 1.4 MILES TO A CROSSROAD.  CONTINUE WEST
 OM1185'ON STATE HIGHWAY 23 FOR 1.9 MILES TO THE AZIMUTH MARK ON THE
 OM1185'LEFT.  CONTINUE WEST FOR 0.3 MILE TO A DIM SIDE ROAD LEFT.
 OM1185'TURN LEFT AND GO SOUTHWESTERLY FOR 0.4 MILE TO STATION ON
 OM1185'THE LEFT.
 OM1185'
 OM1185'REFERENCE MARK 1 IS 1 FOOT NORTH OF A FENCE, 9 FEET EAST OF
 OM1185'A FENCE CORNER, 78 FEET WEST OF A 24 INCH OAK TREE AND 29
 OM1185'FEET EAST OF THE CENTERLINE OF A SAND ROAD.  THE MONUMENT
 OM1185'PROJECTS 2 INCHES AND THE DISK IS STAMPED DOUGLAS NO 1 1958.
 OM1185'
 OM1185'REFERENCE MARK 2 IS 8 FEET EAST OF A FENCE, 35 FEET WEST
 OM1185'OF A WHITE WITNESS POST, 12 FEET WEST OF THE CENTERLINE OF
 OM1185'A SAND ROAD, AND 49 FEET NORTHWEST OF A FENCE CORNER.  THE
 OM1185'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED DOUGLAS
 OM1185'NO 2 1958.
 OM1185'
 OM1185'THE AZIMUTH MARK IS 2 FEET NORTH OF A NORTHEAST GATEPOST,
 OM1185'2 FEET SOUTHWEST OF A WHITE WITNESS POST, 2 FEET NORTHWEST
 OM1185'OF A FENCE AND 53 FEET SOUTHEAST OF THE CENTERLINE OF STATE
 OM1185'HIGHWAY 23.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 OM1185'STAMPED DOUGLAS 1958.
 OM1185'
 OM1185'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OM1185
 OM1185                          STATION RECOVERY (1999)
 OM1185
 OM1185'RECOVERY NOTE BY US POWER SQUADRON 1999
 OM1185'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5693 ***********************************************************************
 DH5693  DESIGNATION -  DOUGLAS GPS
 DH5693  PID         -  DH5693
 DH5693  STATE/COUNTY-  WI/MARQUETTE
 DH5693  USGS QUAD   -  BRIGGSVILLE (1975)
 DH5693
 DH5693                         *CURRENT SURVEY CONTROL
 DH5693  ___________________________________________________________________
 DH5693* NAD 83(1997)-  43 43 22.86830(N)    089 31 24.10492(W)     ADJUSTED  
 DH5693* NAVD 88     -                                                        
 DH5693  ___________________________________________________________________
 DH5693  X           -      38,407.530 (meters)                     COMP
 DH5693  Y           -  -4,616,796.856 (meters)                     COMP
 DH5693  Z           -   4,386,050.963 (meters)                     COMP
 DH5693  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 DH5693  ELLIP HEIGHT-         215.27  (meters)          (08/01/05) GPS OBS
 DH5693  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 DH5693
 DH5693  HORZ ORDER  -  FIRST
 DH5693  ELLP ORDER  -  SECOND    CLASS I
 DH5693
 DH5693.The horizontal coordinates were established by GPS observations
 DH5693.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5693
 DH5693
 DH5693.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5693
 DH5693.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5693
 DH5693.The ellipsoidal height was determined by GPS observations
 DH5693.and is referenced to NAD 83.
 DH5693
 DH5693.The geoid height was determined by GEOID03.
 DH5693
 DH5693;                    North         East     Units Scale Factor Converg.
 DH5693;SPC WI S     -   191,522.664   638,404.484   MT  0.99994829   +0 19 39.0
 DH5693;SPC WI S     -   628,353.94  2,094,498.71   sFT  0.99994829   +0 19 39.0
 DH5693;UTM  16      - 4,844,204.406   296,749.843   MT  1.00010814   -1 44 40.8
 DH5693
 DH5693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5693!SPC WI S     -   0.99996624  x   0.99994829  =   0.99991454
 DH5693!UTM  16      -   0.99996624  x   1.00010814  =   1.00007438
 DH5693
 DH5693                          SUPERSEDED SURVEY CONTROL
 DH5693
 DH5693.No superseded survey control is available for this station.
 DH5693
 DH5693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP9675044204(NAD 83)
 DH5693_MARKER: DD = SURVEY DISK
 DH5693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5693_STAMPING: DOUGLAS GPS 1994
 DH5693_MARK LOGO: WIDT  
 DH5693_PROJECTION: RECESSED 10 CENTIMETERS
 DH5693_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5693+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2003
 DH5693
 DH5693  HISTORY     - Date     Condition        Report By
 DH5693  HISTORY     - 1994     MONUMENTED       WI-077
 DH5693  HISTORY     - 20030827 GOOD             WIDT
 DH5693
 DH5693                          STATION DESCRIPTION
 DH5693
 DH5693'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5693'OWNERSHIP--TOWN OF DOUGLAS.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5693'COUNTY  HIGHWAY O WITH COUNTY HIGHWAY P ABOUT 5 MI SOUTHEAST OF THE
 DH5693'VILLAGE OF OXFORD, GO  EAST  ON COUNTY HIGHWAY P FOR 1.0 MI TO DOUGLAS
 DH5693'AVENUE, TURN LEFT AND GO NORTH ON DOUGLAS  AVENUE FOR 0.5 MI TO  THE
 DH5693'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH5693'TRANSPORTATION GEODETIC CONTROL MARKER DISK SET IN THE TOP OF A 35-CM
 DH5693'DIAMETER  CONCRETE POST ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE
 DH5693'STATION IS 3.9 M EAST OF THE  CENTERLINE OF DOUGLAS AVENUE, 53 M
 DH5693'NORTHEAST OF POWER POLE --14-8-3 52/25--, 51.5 M SOUTH  OF THE
 DH5693'CENTERLINE OF GALE ROAD, 47.7 M SOUTH-SOUTHWEST OF THE TOP CENTER OF
 DH5693'TELEPHONE  PEDESTAL --ABOO4--, 26.5 M SOUTHEAST OF A POWER POLE AND
 DH5693'1.0 M NORTH, SOUTH OF THREE  ORANGE 4X4 PLASTIC WITNESS POSTS.
 DH5693'---NOTE--- THIS STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER
 DH5693'THAN 20 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5505 ***********************************************************************
 DH5505  DESIGNATION -  DOUGLAS S GPS
 DH5505  PID         -  DH5505
 DH5505  STATE/COUNTY-  WI/MARQUETTE
 DH5505  USGS QUAD   -  BRIGGSVILLE (1975)
 DH5505
 DH5505                         *CURRENT SURVEY CONTROL
 DH5505  ___________________________________________________________________
 DH5505* NAD 83(1997)-  43 39 45.24339(N)    089 32 36.47462(W)     ADJUSTED  
 DH5505* NAVD 88     -                                                        
 DH5505  ___________________________________________________________________
 DH5505  X           -      36,824.635 (meters)                     COMP
 DH5505  Y           -  -4,621,447.054 (meters)                     COMP
 DH5505  Z           -   4,381,191.793 (meters)                     COMP
 DH5505  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 DH5505  ELLIP HEIGHT-         211.51  (meters)          (08/01/05) GPS OBS
 DH5505  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 DH5505
 DH5505  HORZ ORDER  -  FIRST
 DH5505  ELLP ORDER  -  SECOND    CLASS I
 DH5505
 DH5505.The horizontal coordinates were established by GPS observations
 DH5505.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5505
 DH5505
 DH5505.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5505
 DH5505.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5505
 DH5505.The ellipsoidal height was determined by GPS observations
 DH5505.and is referenced to NAD 83.
 DH5505
 DH5505.The geoid height was determined by GEOID03.
 DH5505
 DH5505;                    North         East     Units Scale Factor Converg.
 DH5505;SPC WI S     -   184,797.544   636,821.520   MT  0.99994293   +0 18 49.3
 DH5505;SPC WI S     -   606,289.94  2,089,305.27   sFT  0.99994293   +0 18 49.3
 DH5505;UTM  16      - 4,837,539.777   294,924.547   MT  1.00011732   -1 45 23.9
 DH5505
 DH5505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5505!SPC WI S     -   0.99996683  x   0.99994293  =   0.99990977
 DH5505!UTM  16      -   0.99996683  x   1.00011732  =   1.00008415
 DH5505
 DH5505                          SUPERSEDED SURVEY CONTROL
 DH5505
 DH5505.No superseded survey control is available for this station.
 DH5505
 DH5505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP9492537540(NAD 83)
 DH5505_MARKER: DD = SURVEY DISK
 DH5505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5505_STAMPING: DOUGLAS S GPS 2004
 DH5505_MARK LOGO: WIDT  
 DH5505_PROJECTION: FLUSH
 DH5505_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5505+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5505
 DH5505  HISTORY     - Date     Condition        Report By
 DH5505  HISTORY     - 2003     MONUMENTED       WIDT
 DH5505
 DH5505                          STATION DESCRIPTION
 DH5505
 DH5505'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5505'OWNERSHIP--MARQUETTE COUNTY.  TO REACH THE STATION FROM THE  JUNCTION
 DH5505'OF STATE HIGHWAY 23 WEST WITH COUNTY HIGHWAY O ABOUT 6 MI SOUTHWEST OF
 DH5505'THE  VILLAGE OF ENDEAVOR, GO SOUTH ON COUNTY HIGHWAY O FOR 0.4 MI TO
 DH5505'WHERE COUNTY HIGHWAY  O GOES EAST AND MILLER AVENUE GOES SOUTH,
 DH5505'CONTINUE SOUTH ON MILLER AVENUE FOR 0.1 MI  TO THE STATION ON THE
 DH5505'LEFT.  THE STATION IS A  BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH5505'GEODETIC  SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DH5505'DIAMETER CONCRETE POST ABOUT  LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DH5505'STATION IS 8.9 M EAST OF THE CENTERLINE OF COUNTY  HIGHWAY O, 32.0 M
 DH5505'NORTH OF THE EXTENDED CENTERLINE OF O'KEEFE ROAD, 1 M WEST OF A
 DH5505'CULTIVATED FIELD, 1.0 M NORTHWEST OF AN  ORANGE 4X4  PLASTIC WITNESS
 DH5505'POST, 1.0 M SOUTHWEST OF AN  ORANGE 4X4  PLASTIC WITNESS POST AND 1.0
 DH5505'M EAST OF AN ORANGE 4X4 PLASTIC WITNESS POST.   ---NOTE---THIS
 DH5505'STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DH5505'ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0621 ***********************************************************************
 PN0621  DESIGNATION -  DOUSMAN
 PN0621  PID         -  PN0621
 PN0621  STATE/COUNTY-  WI/BROWN
 PN0621  USGS QUAD   -  DE PERE (1992)
 PN0621
 PN0621                         *CURRENT SURVEY CONTROL
 PN0621  ___________________________________________________________________
 PN0621* NAD 83(1986)-  44 26 59.     (N)    088 03 42.     (W)     SCALED    
 PN0621* NAVD 88     -       182.106  (meters)     597.46   (feet)  ADJUSTED  
 PN0621  ___________________________________________________________________
 PN0621  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PN0621  DYNAMIC HT  -         182.082 (meters)     597.38  (feet)  COMP
 PN0621  MODELED GRAV-     980,482.6   (mgal)                       NAVD 88
 PN0621
 PN0621  VERT ORDER  -  FIRST     CLASS 0
 PN0621
 PN0621.The horizontal coordinates were scaled from a topographic map and have
 PN0621.an estimated accuracy of +/- 6 seconds.
 PN0621
 PN0621.The orthometric height was determined by differential leveling
 PN0621.and adjusted by the National Geodetic Survey in June 1991..
 PN0621
 PN0621.The geoid height was determined by GEOID03.
 PN0621
 PN0621.The dynamic height is computed by dividing the NAVD 88
 PN0621.geopotential number by the normal gravity value computed on the
 PN0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0621.degrees latitude (g = 980.6199 gals.).
 PN0621
 PN0621.The modeled gravity was interpolated from observed gravity values.
 PN0621
 PN0621;                    North         East    Units  Estimated Accuracy
 PN0621;SPC WI C     -    70,330.      754,270.      MT  (+/- 180 meters Scaled)
 PN0621
 PN0621                          SUPERSEDED SURVEY CONTROL
 PN0621
 PN0621.No superseded survey control is available for this station.
 PN0621
 PN0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ155223(NAD 83)
 PN0621_MARKER: X = CHISELED CROSS
 PN0621_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PN0621_SP_SET: BUILDING
 PN0621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0621
 PN0621  HISTORY     - Date     Condition        Report By
 PN0621  HISTORY     - 1935     MONUMENTED       USLS
 PN0621  HISTORY     - 1974     GOOD             NOS
 PN0621  HISTORY     - 19940512 MARK NOT FOUND   WI-009
 PN0621  HISTORY     - 20010331 MARK NOT FOUND   NGS
 PN0621  HISTORY     - 20030812 MARK NOT FOUND   WIDT
 PN0621  HISTORY     - 20050808 MARK NOT FOUND   WIDT
 PN0621
 PN0621                          STATION DESCRIPTION
 PN0621
 PN0621'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0621'IN DEPERE.
 PN0621'IN DEPERE, AT THE SOUTHEAST CORNER OF JAMES AND NORTH FRONT STREETS,
 PN0621'AT THE NORTHWEST CORNER OF THE DOUSMAN BUILDING, NOW USED FOR A
 PN0621'COMMUNITY CENTER, 10 FT. EAST OF THE FRONT STREET CURB, ON THE BASE
 PN0621'OF THE 2 FT. SQUARE COLUMN AT THE NORTHWEST ENTRANCE, 4 FT. ABOVE
 PN0621'THE SIDEWALK, BEING HIGHEST POINT OF SURFACE OVER CROSS CUT INTO
 PN0621'WESTERLY CORNER OF CONCRETE.
 PN0621
 PN0621                          STATION RECOVERY (1994)
 PN0621
 PN0621'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0621'MARK NOT FOUND.
 PN0621
 PN0621                          STATION RECOVERY (2001)
 PN0621
 PN0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PN0621'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PN0621
 PN0621                          STATION RECOVERY (2003)
 PN0621
 PN0621'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (GRS)
 PN0621'CONSIDER THE STATION DESTROYED AS THE DOUSMAN BUILDING HAS BEEN
 PN0621'REPLACED WITH A NEW BUILDING.
 PN0621
 PN0621                          STATION RECOVERY (2005)
 PN0621
 PN0621'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0621'NOT FOUND.  ADD THE BUILDING HAS BEEN REPLACED BY FOX RIVER TERRACE
 PN0621'APARTMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0823 ***********************************************************************
 ON0823  DESIGNATION -  DOUSMAN
 ON0823  PID         -  ON0823
 ON0823  STATE/COUNTY-  WI/CRAWFORD
 ON0823  USGS QUAD   -  PRAIRIE DU CHIEN (1983)
 ON0823
 ON0823                         *CURRENT SURVEY CONTROL
 ON0823  ___________________________________________________________________
 ON0823* NAD 83(1991)-  43 04 41.84561(N)    091 08 07.69753(W)     ADJUSTED  
 ON0823* NAVD 88     -       280.     (meters)     919.     (feet)  SCALED    
 ON0823  ___________________________________________________________________
 ON0823  LAPLACE CORR-          -4.37  (seconds)                    DEFLEC99
 ON0823  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 ON0823
 ON0823  HORZ ORDER  -  SECOND
 ON0823
 ON0823.The horizontal coordinates were established by classical geodetic methods
 ON0823.and adjusted by the National Geodetic Survey in March 1999..
 ON0823
 ON0823.The orthometric height was scaled from a topographic map.
 ON0823
 ON0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0823
 ON0823.The geoid height was determined by GEOID03.
 ON0823
 ON0823;                    North         East     Units Scale Factor Converg.
 ON0823;SPC WI S     -   120,417.198   507,537.825   MT  0.99994835   -0 46 48.7
 ON0823;SPC WI S     -   395,068.76  1,665,147.01   sFT  0.99994835   -0 46 48.7
 ON0823;SPC IA N     - 1,178,007.179 1,692,530.278   MT  0.99997101   +1 36 09.2
 ON0823;UTM  15      - 4,771,195.970   651,783.389   MT  0.99988342   +1 16 25.4
 ON0823
 ON0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0823!SPC WI S     -   0.99996106  x   0.99994835  =   0.99990941
 ON0823!SPC IA N     -   0.99996106  x   0.99997101  =   0.99993207
 ON0823!UTM  15      -   0.99996106  x   0.99988342  =   0.99984448
 ON0823
 ON0823:                Primary Azimuth Mark                     Grid Az
 ON0823:SPC WI S     -  PRAIRIE DU CHIEN CHAMP HS STK            184 00 05.9
 ON0823:SPC IA N     -  PRAIRIE DU CHIEN CHAMP HS STK            181 37 08.0
 ON0823:UTM  15      -  PRAIRIE DU CHIEN CHAMP HS STK            181 56 51.8
 ON0823
 ON0823|---------------------------------------------------------------------|
 ON0823| PID    Reference Object                     Distance      Geod. Az  |
 ON0823|                                                           dddmmss.s |
 ON0823| ON0819 PRAIRIE DU CHIEN CHAMP HS STK       APPROX. 4.8 KM 1831317.2 |
 ON0823| ON0825 PRAIRIE DU CHIEN BURGES CO STK      APPROX. 2.9 KM 1993224.2 |
 ON0823| ON0822 PRAIRIE DU CHIEN ST GABRIEL CH      APPROX. 2.4 KM 2015351.5 |
 ON0823|---------------------------------------------------------------------|
 ON0823
 ON0823                          SUPERSEDED SURVEY CONTROL
 ON0823
 ON0823  NAD 83(1991)-  43 04 41.84144(N)    091 08 07.69944(W) AD(       ) 2
 ON0823  NAD 83(1986)-  43 04 41.83817(N)    091 08 07.69796(W) AD(       ) 2
 ON0823  NAD 27      -  43 04 41.89700(N)    091 08 07.23800(W) AD(       ) 2
 ON0823
 ON0823.Superseded values are not recommended for survey control.
 ON0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0823.See file dsdata.txt to determine how the superseded data were derived.
 ON0823
 ON0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH5178371196(NAD 83)
 ON0823_MARKER: P = PIPE CAP
 ON0823_SETTING: 0 = UNSPECIFIED SETTING
 ON0823_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0823
 ON0823  HISTORY     - Date     Condition        Report By
 ON0823  HISTORY     - 1931     MONUMENTED       MRC
 ON0823
 ON0823                          STATION DESCRIPTION
 ON0823
 ON0823'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1931 (HWH)
 ON0823'STATION IS ON OPEN GROUND ON VERY PROMINENT POINT OF BLUFF,
 ON0823'1-1/2 MILES ABOVE CHICAGO, BURLINGTON, AND QUINCY RAILROAD
 ON0823'DEPOT AT PRAIRIE DU CHIEN, ABOUT 1/4 MILE NORTH OF MR. FRANK
 ON0823'AHRENS HOUSE, (A LARGE BRICK HOUSE AND GROUP OF RED FARM
 ON0823'BUILDINGS ON SOUTH SIDE OF VALLEY) AND ALMOST IN MIDDLE
 ON0823'OF LOWER SLOPE OF POINT.  STATION IS NOT ON HIGHEST POINT
 ON0823'OF SLOPE, BUT WELL DOWN THE SHOULDER.
 ON0823'
 ON0823'TO REACH FROM PRAIRIE DU CHIEN, TURN NORTH OFF BLACK HAWK
 ON0823'AVENUE ON TO MICHIGAN STREET, CONTINUE OUT MICHIGAN STREET
 ON0823'FOR ONE MILE TO POINT WHERE MAIN-TRAVELED ROAD TURNS RIGHT,
 ON0823'MAKE THIS RIGHT TURN AND CONTINUE OVER TO AND NORTH ALONG
 ON0823'BLUFF TO STATION, JUST BEYOND FIRST IRON RAIL BRIDGE.
 ON0823'
 ON0823'MARK IS A 4-INCH CAPPED IRON PIPE, IN GOOD CONDITION, PROTRUDING
 ON0823'12 INCHES ABOVE SURFACE OF GROUND.
 ON0823'
 ON0823'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1025 ***********************************************************************
 NH1025  DESIGNATION -  DOUSMAN
 NH1025  PID         -  NH1025
 NH1025  STATE/COUNTY-  WI/WAUKESHA
 NH1025  USGS QUAD   -  EAGLE (1976)
 NH1025
 NH1025                         *CURRENT SURVEY CONTROL
 NH1025  ___________________________________________________________________
 NH1025* NAD 83(1991)-  42 59 20.30034(N)    088 29 53.08644(W)     ADJUSTED  
 NH1025* NAVD 88     -       280.20   (+/-2cm)     919.3    (feet)  VERTCON   
 NH1025  ___________________________________________________________________
 NH1025  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 NH1025  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 NH1025
 NH1025  HORZ ORDER  -  THIRD
 NH1025  VERT ORDER  -  THIRD ? (See Below)
 NH1025
 NH1025.The horizontal coordinates were established by classical geodetic methods
 NH1025.and adjusted by the National Geodetic Survey in November 1991..
 NH1025
 NH1025.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1025.The vertical order pertains to the NGVD 29 superseded value.
 NH1025
 NH1025.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1025
 NH1025.The geoid height was determined by GEOID03.
 NH1025
 NH1025;                    North         East     Units Scale Factor Converg.
 NH1025;SPC WI S     -   110,968.508   722,478.213   MT  0.99995828   +1 01 55.1
 NH1025;SPC WI S     -   364,069.18  2,370,330.60   sFT  0.99995828   +1 01 55.1
 NH1025;UTM  16      - 4,760,678.986   377,871.168   MT  0.99978349   -1 01 17.8
 NH1025
 NH1025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1025!SPC WI S     -   0.99996144  x   0.99995828  =   0.99991973
 NH1025!UTM  16      -   0.99996144  x   0.99978349  =   0.99974494
 NH1025
 NH1025|---------------------------------------------------------------------|
 NH1025| PID    Reference Object                     Distance      Geod. Az  |
 NH1025|                                                           dddmmss.s |
 NH1025| CI8563 DOUSMAN RM 3                         52.166 METERS 11042     |
 NH1025| CI8561 DOUSMAN RM 1                         22.802 METERS 18536     |
 NH1025| NH1207 OAK HILL                            APPROX. 9.9 KM 2415943.4 |
 NH1025| CI8562 DOUSMAN RM 2                         24.481 METERS 32313     |
 NH1025|---------------------------------------------------------------------|
 NH1025
 NH1025                          SUPERSEDED SURVEY CONTROL
 NH1025
 NH1025  NAD 83(1986)-  42 59 20.29302(N)    088 29 53.09484(W) AD(       ) 3
 NH1025  NAD 27      -  42 59 20.26140(N)    088 29 52.72890(W) AD(       ) 3
 NH1025  NGVD 29 (07/19/86)  280.27   (m)          919.5    (f) LEVELING    3  
 NH1025
 NH1025.Superseded values are not recommended for survey control.
 NH1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1025.See file dsdata.txt to determine how the superseded data were derived.
 NH1025
 NH1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7787160679(NAD 83)
 NH1025_MARKER: DS = TRIANGULATION STATION DISK
 NH1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1025
 NH1025  HISTORY     - Date     Condition        Report By
 NH1025  HISTORY     - 1957     MONUMENTED       CGS
 NH1025  HISTORY     - 19950904 MARK NOT FOUND   USPSQD
 NH1025
 NH1025                          STATION DESCRIPTION
 NH1025
 NH1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1025'THE STATION IS ABOUT 6-1/2 MILES NORTHWEST OF NORTH PRAIRIE,
 NH1025'ABOUT 5 MILES SOUTHEAST OF SULLIVAN, ABOUT 2 MILES SOUTHWEST
 NH1025'OF DOUSMAN AND IS IN A WOODED AREA OWNED BY MR. H. CRAMER.
 NH1025'IT IS 85 FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD,
 NH1025'43 FEET NORTHWEST OF A 36 INCH OAK TREE, 75 FEET NORTH OF
 NH1025'A WHITE WITNESS POST, 33 FEET EAST OF A NORTH-SOUTH WIRE FENCE
 NH1025'AND 27 FEET EAST OF A DIM TRACK ROAD.  THE MONUMENT PROJECTS
 NH1025'2 INCHES AND THE DISK IS STAMPED DOUSMAN 1957.
 NH1025'
 NH1025'TO REACH THE STATION FROM THE RAILROAD DEPOT IN DOUSMAN,
 NH1025'GO SOUTH ON MAIN STREET FOR 0.2 MILE TO THE INTERSECTION
 NH1025'OF MAIN STREET, OTTAWA AVENUE AND COUNTY HIGHWAY Z.  TURN
 NH1025'RIGHT ON HIGHWAY Z AND OTTAWA AVENUE AND GO WEST FOR 2.45
 NH1025'MILES TO A GRAVELED SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH
 NH1025'ON THE GRAVELED ROAD FOR 0.2 MILE TO A T-INTERSECTION.  TURN
 NH1025'LEFT ON THE GRAVELED ROAD AND GO EAST FOR 0.75 MILE TO THE
 NH1025'TOP OF A SMALL RISE AND THE STATION ON THE LEFT.
 NH1025'
 NH1025'REFERENCE MARK 1 IS 23 FEET NORTH OF THE CENTERLINE OF THE
 NH1025'GRAVELED ROAD, 10 FEET EAST OF THE CENTERLINE OF THE TRACK
 NH1025'ROAD, 1 FOOT NORTH OF AN EAST-WEST FENCE AND 1 FOOT WEST
 NH1025'OF THE WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE
 NH1025'DISK IS STAMPED DOUSMAN NO 1 1957.
 NH1025'
 NH1025'REFERENCE MARK 2 IS 16 FEET WEST OF A 10 INCH OAK TREE, 6
 NH1025'FEET WEST OF THE CENTERLINE OF THE TRACK ROAD AND 1 FOOT
 NH1025'EAST OF THE NORTH-SOUTH FENCE.  THE MONUMENT IS FLUSH AND
 NH1025'THE DISK IS STAMPED DOUSMAN NO 2 1957.
 NH1025'
 NH1025'REFERENCE MARK 3 IS 31 FEET NORTH OF THE CENTERLINE OF THE
 NH1025'GRAVELED ROAD, 11 FEET NORTH OF THE EAST-WEST FENCE AND 4 FEET
 NH1025'NORTHWEST OF A 9 INCH OAK TREE.  THE MONUMENT IS FLUSH AND
 NH1025'THE DISK IS STAMPED DOUSMAN NO 3 1957.
 NH1025'
 NH1025'THERE WAS NO SUITABLE PLACE FOR AN AZIMUTH MARK SO REFERENCE
 NH1025'MARK 3 WAS ESTABLISHED BY PRECISE METHODS AT THE LONGEST
 NH1025'POSSIBLE DISTANCE.
 NH1025'
 NH1025'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
 NH1025
 NH1025                          STATION RECOVERY (1995)
 NH1025
 NH1025'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0864 ***********************************************************************
 PN0864  DESIGNATION -  DOUSMAN 1926
 PN0864  PID         -  PN0864
 PN0864  STATE/COUNTY-  WI/BROWN
 PN0864  USGS QUAD   -  GREEN BAY WEST (1992)
 PN0864
 PN0864                         *CURRENT SURVEY CONTROL
 PN0864  ___________________________________________________________________
 PN0864* NAD 83(1991)-  44 31 18.32188(N)    088 01 36.90342(W)     ADJUSTED  
 PN0864* NAVD 88     -       181.     (meters)     594.     (feet)  SCALED    
 PN0864  ___________________________________________________________________
 PN0864  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 PN0864  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 PN0864
 PN0864  HORZ ORDER  -  FIRST
 PN0864
 PN0864.The horizontal coordinates were established by classical geodetic methods
 PN0864.and adjusted by the National Geodetic Survey in November 1991..
 PN0864
 PN0864.The orthometric height was scaled from a topographic map.
 PN0864
 PN0864.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0864
 PN0864.The geoid height was determined by GEOID03.
 PN0864
 PN0864;                    North         East     Units Scale Factor Converg.
 PN0864;SPC WI C     -    78,401.648   756,838.262   MT  0.99995973   +1 23 31.8
 PN0864;SPC WI C     -   257,222.74  2,483,060.20   sFT  0.99995973   +1 23 31.8
 PN0864;UTM  16      - 4,930,338.617   418,392.644   MT  0.99968190   -0 43 12.3
 PN0864
 PN0864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0864!SPC WI C     -   0.99997730  x   0.99995973  =   0.99993703
 PN0864!UTM  16      -   0.99997730  x   0.99968190  =   0.99965921
 PN0864
 PN0864:                Primary Azimuth Mark                     Grid Az
 PN0864:SPC WI C     -  CROSS 1926                               024 34 55.0
 PN0864:UTM  16      -  CROSS 1926                               026 41 39.1
 PN0864
 PN0864|---------------------------------------------------------------------|
 PN0864| PID    Reference Object                     Distance      Geod. Az  |
 PN0864|                                                           dddmmss.s |
 PN0864| PN0868 CROSS 1926                          APPROX. 1.3 KM 0255826.8 |
 PN0864|---------------------------------------------------------------------|
 PN0864
 PN0864                          SUPERSEDED SURVEY CONTROL
 PN0864
 PN0864  NAD 83(1986)-  44 31 18.31372(N)    088 01 36.89167(W) AD(       ) 1
 PN0864  NAD 27      -  44 31 18.33900(N)    088 01 36.51200(W) AD(       ) 1
 PN0864
 PN0864.Superseded values are not recommended for survey control.
 PN0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0864.See file dsdata.txt to determine how the superseded data were derived.
 PN0864
 PN0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1839330339(NAD 83)
 PN0864_MARKER: Z = SEE DESCRIPTION
 PN0864_SETTING: 0 = UNSPECIFIED SETTING
 PN0864_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PN0864
 PN0864  HISTORY     - Date     Condition        Report By
 PN0864  HISTORY     - 1926     MONUMENTED       CGS
 PN0864  HISTORY     - 1935     SEE DESCRIPTION  WIGS
 PN0864  HISTORY     - 20031211 MARK NOT FOUND   USPSQD
 PN0864  HISTORY     - 20040712 MARK NOT FOUND   USPSQD
 PN0864
 PN0864                          STATION DESCRIPTION
 PN0864
 PN0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PN0864'STATION IS LOCATED IN GREEN BAY, WISCONSIN, NEAR THE CENTER LINE
 PN0864'OF DOUSMAN AVENUE, AT N NORWOOD AVENUE.
 PN0864'
 PN0864'STATION MARK IS A STANDARD BRONZE DISK, ABOUT 3 INCHES BELOW
 PN0864'THE SURFACE OF THE ASPHALT PAVEMENT, SET IN CONCRETE.  IT IS
 PN0864'11.685 METERS (38.340 FEET) FROM THE CENTER OF THE MANHOLE PLATE
 PN0864'ON THE DRAIN IN THE SE CORNER, 12.260 METERS (40.240 FEET) FROM
 PN0864'THE NE DRAIN, 9.905 METERS (32.470 FEET) FROM THE NW DRAIN,
 PN0864'11.930 METERS (39.080 FEET) FROM THE SW DRAIN.  IT IS ALSO
 PN0864'2.248 METERS (7.350 FEET) N BY W FROM THE CENTER OF THE MANHOLE
 PN0864'PLATE IN THE CENTER OF THE STREET.  IT IS 2.886 METERS FROM
 PN0864'THE N RAIL OF THE GREEN BAY AND WESTERN MAIN LINE.
 PN0864'
 PN0864'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.2 METERS.
 PN0864
 PN0864                          STATION RECOVERY (1935)
 PN0864
 PN0864'RECOVERY NOTE BY WISCONSIN GEODETIC SURVEY 1935
 PN0864'STATION FOUND AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION IS
 PN0864'ADEQUATE WITH THE FOLLOWING CORRECTION--IT IS 4.66 FEET E FROM
 PN0864'E RAIL INSTEAD OF 2.886 METERS FROM THE N RAIL.
 PN0864'
 PN0864'DISK HAS NOT BEEN STAMPED WITH THE NAME OF STATION AND THE DATE
 PN0864'IT WAS SET.
 PN0864
 PN0864                          STATION RECOVERY (2003)
 PN0864
 PN0864'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0864'MARK NOT FOUND.
 PN0864
 PN0864                          STATION RECOVERY (2004)
 PN0864
 PN0864'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWS)
 PN0864'NEW CONCRETE IN INTERSECTION IN 1997 AND 2002. NO RR TRACKS AT THE
 PN0864'INTERSECTION ANY LONGER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9590 ***********************************************************************
 DF9590  DESIGNATION -  DOUSMAN GPS
 DF9590  PID         -  DF9590
 DF9590  STATE/COUNTY-  WI/WAUKESHA
 DF9590  USGS QUAD   -  OCONOMOWOC WEST (1971)
 DF9590
 DF9590                         *CURRENT SURVEY CONTROL
 DF9590  ___________________________________________________________________
 DF9590* NAD 83(1997)-  43 01 20.34531(N)    088 29 58.87871(W)     ADJUSTED  
 DF9590* NAVD 88     -       259.725  (meters)     852.11   (feet)  ADJUSTED  
 DF9590  ___________________________________________________________________
 DF9590  X           -     122,282.900 (meters)                     COMP
 DF9590  Y           -  -4,668,825.658 (meters)                     COMP
 DF9590  Z           -   4,329,468.485 (meters)                     COMP
 DF9590  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 DF9590  ELLIP HEIGHT-         225.34  (meters)          (04/02/04) GPS OBS
 DF9590  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 DF9590  DYNAMIC HT  -         259.657 (meters)     851.89  (feet)  COMP
 DF9590  MODELED GRAV-     980,351.8   (mgal)                       NAVD 88
 DF9590
 DF9590  HORZ ORDER  -  FIRST
 DF9590  VERT ORDER  -  SECOND    CLASS I
 DF9590  ELLP ORDER  -  FOURTH    CLASS I
 DF9590
 DF9590.The horizontal coordinates were established by GPS observations
 DF9590.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DF9590
 DF9590.The orthometric height was determined by differential leveling
 DF9590.and adjusted by the National Geodetic Survey in February 2004..
 DF9590
 DF9590.Photographs are available for this station.
 DF9590
 DF9590.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9590
 DF9590.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9590
 DF9590.The ellipsoidal height was determined by GPS observations
 DF9590.and is referenced to NAD 83.
 DF9590
 DF9590.The geoid height was determined by GEOID03.
 DF9590
 DF9590.The dynamic height is computed by dividing the NAVD 88
 DF9590.geopotential number by the normal gravity value computed on the
 DF9590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9590.degrees latitude (g = 980.6199 gals.).
 DF9590
 DF9590.The modeled gravity was interpolated from observed gravity values.
 DF9590
 DF9590;                    North         East     Units Scale Factor Converg.
 DF9590;SPC WI S     -   114,669.867   722,280.375   MT  0.99995429   +1 01 51.1
 DF9590;SPC WI S     -   376,212.72  2,369,681.53   sFT  0.99995429   +1 01 51.1
 DF9590;UTM  16      - 4,764,384.417   377,806.123   MT  0.99978368   -1 01 24.0
 DF9590
 DF9590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9590!SPC WI S     -   0.99996466  x   0.99995429  =   0.99991895
 DF9590!UTM  16      -   0.99996466  x   0.99978368  =   0.99974835
 DF9590
 DF9590                          SUPERSEDED SURVEY CONTROL
 DF9590
 DF9590  NAVD 88 (04/02/04)  259.73   (m)          852.1    (f) LEVELING    3  
 DF9590
 DF9590.Superseded values are not recommended for survey control.
 DF9590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9590.See file dsdata.txt to determine how the superseded data were derived.
 DF9590
 DF9590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7780664384(NAD 83)
 DF9590_MARKER: DD = SURVEY DISK
 DF9590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9590_STAMPING: DOUSMAN GPS 1992
 DF9590_MARK LOGO: WI-055
 DF9590_PROJECTION: FLUSH
 DF9590_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9590+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2004
 DF9590
 DF9590  HISTORY     - Date     Condition        Report By
 DF9590  HISTORY     - 1992     MONUMENTED       WI-055
 DF9590  HISTORY     - 2001     GOOD             WIDT
 DF9590  HISTORY     - 20041113 GOOD             USPSQD
 DF9590
 DF9590                          STATION DESCRIPTION
 DF9590
 DF9590'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9590'THE STATION IS LOCATED ABOUT 22 KM WEST OF WAUKESHA, 7 KM EAST OF
 DF9590'SULLIVAN, AND 2 KM WEST OF DOUSMAN.  OWNERSHIP--WISCONSIN DEPARTMENT
 DF9590'OF TRANSPORTATION. TO REACH THE STATION FROM THE JUNCTION OF US
 DF9590'HIGHWAY 18 WITH STATE HIGHWAY 67 IN THE VILLAGE OF DOUSMAN, GO WEST
 DF9590'ON US HIGHWAY 18 FOR 2.7 KM TO GRAMLING LANE, CONTINUE WEST ON US
 DF9590'HIGHWAY 18 FOR 0.5 KM TO THE STATION ON THE LEFT. THE STATION IS A
 DF9590'BRONZE JEFFERSON COUNTY GEODETIC CONTROL MARKER DISK SET IN THE TOP
 DF9590'OF A 30-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8 M AND ABOUT 1
 DF9590'M BELOW THE HIGHWAY PAVEMENT. THE STATION IS 14.1 M SOUTH OF THE
 DF9590'CENTERLINE OF US HIGHWAY 18, 52 M EAST OF THE EXTENDED CENTERLINE OF
 DF9590'PRIVATE ENTRANCE --37736--, AND 2 M NORTH OF A CULTIVATED FIELD.
 DF9590'---NOTE---THE STATION IS SOUTHEAST, SOUTHWEST AND NORTHEAST OF THREE
 DF9590'ORANGE 4X4 PLASTIC WITNESS POSTS. ---NOTE2---THIS STATION HAS NO
 DF9590'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DF9590'HORIZON.
 DF9590
 DF9590                          STATION RECOVERY (2004)
 DF9590
 DF9590'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHK)
 DF9590'RECOVERED AS DESCRIBED EXCEPT THERE ARE THREE ORANGE AND ONE WHITE
 DF9590'WITNESS POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0797 ***********************************************************************
 OM0797  DESIGNATION -  DOUSMAN MASONIC HOME FARM TANK
 OM0797  PID         -  OM0797
 OM0797  STATE/COUNTY-  WI/WAUKESHA
 OM0797  USGS QUAD   -  OCONOMOWOC EAST (1976)
 OM0797
 OM0797                         *CURRENT SURVEY CONTROL
 OM0797  ___________________________________________________________________
 OM0797* NAD 83(1991)-  43 01 25.45556(N)    088 27 58.82159(W)     ADJUSTED  
 OM0797* NAVD 88     -                                                        
 OM0797  ___________________________________________________________________
 OM0797  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 OM0797  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 OM0797
 OM0797  HORZ ORDER  -  THIRD
 OM0797
 OM0797.The horizontal coordinates were established by classical geodetic methods
 OM0797.and adjusted by the National Geodetic Survey in November 1991..
 OM0797
 OM0797
 OM0797.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0797
 OM0797.The geoid height was determined by GEOID03.
 OM0797
 OM0797;                    North         East     Units Scale Factor Converg.
 OM0797;SPC WI S     -   114,876.979   724,995.242   MT  0.99995413   +1 03 13.6
 OM0797;SPC WI S     -   376,892.22  2,378,588.56   sFT  0.99995413   +1 03 13.6
 OM0797;UTM  16      - 4,764,494.058   380,526.195   MT  0.99977560   -1 00 02.2
 OM0797
 OM0797                          SUPERSEDED SURVEY CONTROL
 OM0797
 OM0797  NAD 83(1986)-  43 01 25.44820(N)    088 27 58.82835(W) AD(       ) 4
 OM0797  NAD 27      -  43 01 25.41900(N)    088 27 58.45800(W) AD(       ) 3
 OM0797
 OM0797.Superseded values are not recommended for survey control.
 OM0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0797.See file dsdata.txt to determine how the superseded data were derived.
 OM0797
 OM0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8052664494(NAD 83)
 OM0797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0797+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2004
 OM0797
 OM0797  HISTORY     - Date     Condition        Report By
 OM0797  HISTORY     - 1957     MONUMENTED       CGS
 OM0797  HISTORY     - 20000226 GOOD             USPSQD
 OM0797  HISTORY     - 20030108 GOOD             USPSQD
 OM0797  HISTORY     - 20041113 GOOD             USPSQD
 OM0797
 OM0797                          STATION DESCRIPTION
 OM0797
 OM0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 OM0797'THE STATION IS THE BALL AT THE TOP OF THE TANK.  THE TANK AND
 OM0797'FOUR LEGGED STEEL STRUCTURE SUPPORTING THE TANK ARE PAINTED
 OM0797'A SILVER COLOR.  THE OVERALL HEIGHT IS ABOUT 100 FEET.
 OM0797'
 OM0797'THE TANK IS ABOUT 1 MILE NORTHEAST OF DOUSMAN, 14 PACES EAST OF
 OM0797'A BRICK GARAGE AND 22 PACES NORTH OF A FRAME FARMHOUSE.
 OM0797
 OM0797                          STATION RECOVERY (2000)
 OM0797
 OM0797'RECOVERY NOTE BY US POWER SQUADRON 2000
 OM0797'RECOVERED IN GOOD CONDITION.
 OM0797
 OM0797                          STATION RECOVERY (2003)
 OM0797
 OM0797'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0797'RECOVERED IN GOOD CONDITION.  THE TANK IS NOW PAINTED A LIGHT BLUE
 OM0797'COLOR WITH THE MASONIC SQUARE AND COMPASSES PAINTED ON THE SIDE.
 OM0797
 OM0797                          STATION RECOVERY (2004)
 OM0797
 OM0797'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHB)
 OM0797'FOUND AS DESCRIBED EXCEPT THE FRAME FARMHOUSE HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0450 ***********************************************************************
 QN0450  DESIGNATION -  DOVER
 QN0450  PID         -  QN0450
 QN0450  STATE/COUNTY-  WI/PRICE
 QN0450  USGS QUAD   -  THUNDER CREEK (1981)
 QN0450
 QN0450                         *CURRENT SURVEY CONTROL
 QN0450  ___________________________________________________________________
 QN0450* NAD 83(1991)-  45 40 20.59292(N)    090 07 04.33178(W)     ADJUSTED  
 QN0450* NAVD 88     -       532.     (meters)    1745.     (feet)  SCALED    
 QN0450  ___________________________________________________________________
 QN0450  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 QN0450  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 QN0450
 QN0450  HORZ ORDER  -  SECOND
 QN0450
 QN0450.The horizontal coordinates were established by classical geodetic methods
 QN0450.and adjusted by the National Geodetic Survey in November 1991..
 QN0450
 QN0450.The orthometric height was scaled from a topographic map.
 QN0450
 QN0450.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0450
 QN0450.The geoid height was determined by GEOID03.
 QN0450
 QN0450;                    North         East     Units Scale Factor Converg.
 QN0450;SPC WI N     -    56,214.415   590,815.833   MT  0.99998249   -0 05 06.1
 QN0450;SPC WI N     -   184,430.13  1,938,368.28   sFT  0.99998249   -0 05 06.1
 QN0450;UTM  15      - 5,061,689.077   724,481.337   MT  1.00021958   +2 03 45.4
 QN0450
 QN0450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0450!SPC WI N     -   0.99992139  x   0.99998249  =   0.99990388
 QN0450!UTM  15      -   0.99992139  x   1.00021958  =   1.00014095
 QN0450
 QN0450:                Primary Azimuth Mark                     Grid Az
 QN0450:SPC WI N     -  DOVER AZ MK                              091 17 21.8
 QN0450:UTM  15      -  DOVER AZ MK                              089 08 30.3
 QN0450
 QN0450|---------------------------------------------------------------------|
 QN0450| PID    Reference Object                     Distance      Geod. Az  |
 QN0450|                                                           dddmmss.s |
 QN0450| CJ4856 DOVER AZ MK                                        0911215.7 |
 QN0450| CJ4857 DOVER RM 1                           23.190 METERS 10318     |
 QN0450| CJ4858 DOVER RM 2                           22.957 METERS 22533     |
 QN0450|---------------------------------------------------------------------|
 QN0450
 QN0450                          SUPERSEDED SURVEY CONTROL
 QN0450
 QN0450  NAD 83(1986)-  45 40 20.58793(N)    090 07 04.32669(W) AD(       ) 2
 QN0450  NAD 27      -  45 40 20.73400(N)    090 07 03.78500(W) AD(       ) 2
 QN0450
 QN0450.Superseded values are not recommended for survey control.
 QN0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0450.See file dsdata.txt to determine how the superseded data were derived.
 QN0450
 QN0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL2448161689(NAD 83)
 QN0450_MARKER: DS = TRIANGULATION STATION DISK
 QN0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0450
 QN0450  HISTORY     - Date     Condition        Report By
 QN0450  HISTORY     - 1952     MONUMENTED       CGS
 QN0450
 QN0450                          STATION DESCRIPTION
 QN0450
 QN0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QN0450'THE STATION IS LOCATED ABOUT 24 MILES NORTHWEST OF TOMAHAWK,
 QN0450'14 MILES NORTHEAST OF PHILLIPS, 10 MILES NORTHWEST OF TRIPOLI,
 QN0450'AT THE POINT WHERE A GRAVEL ROAD CROSSES A RIDGE AND IN
 QN0450'SECTION 21, T 37 N, R3E.
 QN0450'
 QN0450'TO REACH THE STATION FROM THE POST OFFICE IN TRIPOLI, LOCATED
 QN0450'ON U.S. HIGHWAY NO. 8, GO WEST ON U.S. HIGHWAY NO. 8 FOR 6.0
 QN0450'MILES TO COUNTY TRUNK D AND STATE GRADED SCHOOL ON THE RIGHT,
 QN0450'TURN RIGHT AND GO NORTH ON COUNTY TRUNK D FOR 2.0 MILES TO
 QN0450'T ROAD, TURN RIGHT AND CONTINUE ON COUNTY TRUNK D TO THE EAST
 QN0450'THEN NORTH FOR 3.5 MILES TO T ROAD, TURN LEFT AND CONTINUE
 QN0450'ON COUNTY TRUNK D TO THE WEST THEN NORTH FOR 4.2 MILES TO T
 QN0450'ROAD, TURN RIGHT OFF COUNTY TRUNK D AND GO EAST FOR 0.4 MILE
 QN0450'TO STATION ON LEFT SIDE OF ROAD IN SMALL CLEARING.  CONTINUE
 QN0450'FOR 0.4 MILE TO AZIMUTH MARK ON RIGHT, TWO FEET WEST OF
 QN0450'POWER POLE NO. 36/6.
 QN0450'
 QN0450'THE STATION MARK IS STAMPED DOVER 1952.  IT IS A STANDARD DISK
 QN0450'SET IN A CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND IS 36
 QN0450'FEET NORTH OF THE CENTERLINE OF A GRAVEL ROAD, AND 23 FEET
 QN0450'NORTHWEST OF A TRIANGULAR BLAZED 8 INCH OAK TREE.
 QN0450'
 QN0450'REFERENCE MARK 1 IS STAMPED DOVER NO 1 1952.  IT IS A STANDARD
 QN0450'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND IS
 QN0450'18 FEET NORTH OF THE CENTERLINE OF A GRAVEL ROAD.
 QN0450'
 QN0450'REFERENCE MARK 2 IS STAMPED DOVER NO 2 1952.  IT IS A STANDARD
 QN0450'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND IS
 QN0450'16 FEET SOUTH OF THE CENTERLINE OF A GRAVEL ROAD AND 3 FEET NORTH
 QN0450'OF A FENCE LINE.
 QN0450'
 QN0450'THE AZIMUTH MARK IS STAMPED DOVER 1952.  IT IS A STANDARD DISK
 QN0450'SET IN A CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE SURFACE
 QN0450'OF THE GROUND AND IS 26 FEET SOUTH OF THE CENTERLINE OF
 QN0450'A GRAVEL ROAD, 2 FEET WEST OF POWER POLE NO. 36/6 AND 2 FEET
 QN0450'WEST OF A WHITE WITNESS POST.
 QN0450'
 QN0450'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4858 ***********************************************************************
 DG4858  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4858  DESIGNATION -  DOVER N GPS
 DG4858  PID         -  DG4858
 DG4858  STATE/COUNTY-  WI/RACINE
 DG4858  USGS QUAD   -  ROCHESTER (1976)
 DG4858
 DG4858                         *CURRENT SURVEY CONTROL
 DG4858  ___________________________________________________________________
 DG4858* NAD 83(1997)-  42 43 38.48378(N)    088 08 01.29057(W)     ADJUSTED  
 DG4858* NAVD 88     -       247.00   (meters)     810.4    (feet)  GPS OBS   
 DG4858  ___________________________________________________________________
 DG4858  X           -     152,829.754 (meters)                     COMP
 DG4858  Y           -  -4,690,223.666 (meters)                     COMP
 DG4858  Z           -   4,305,445.642 (meters)                     COMP
 DG4858  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 DG4858  ELLIP HEIGHT-         212.48  (meters)          (04/02/04) GPS OBS
 DG4858  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 DG4858
 DG4858  HORZ ORDER  -  FIRST
 DG4858  ELLP ORDER  -  FOURTH    CLASS I
 DG4858
 DG4858.The horizontal coordinates were established by GPS observations
 DG4858.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4858
 DG4858.The orthometric height was determined by GPS observations and a
 DG4858.high-resolution geoid model using precise GPS observation and
 DG4858.processing techniques.
 DG4858
 DG4858.Photographs are available for this station.
 DG4858
 DG4858.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4858
 DG4858.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4858
 DG4858.The ellipsoidal height was determined by GPS observations
 DG4858.and is referenced to NAD 83.
 DG4858
 DG4858.The geoid height was determined by GEOID03.
 DG4858
 DG4858;                    North         East     Units Scale Factor Converg.
 DG4858;SPC WI S     -    82,513.666   752,839.124   MT  1.00000121   +1 16 56.4
 DG4858;SPC WI S     -   270,713.59  2,469,939.69   sFT  1.00000121   +1 16 56.4
 DG4858;UTM  16      - 4,731,162.008   407,186.644   MT  0.99970598   -0 46 09.4
 DG4858
 DG4858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4858!SPC WI S     -   0.99996668  x   1.00000121  =   0.99996789
 DG4858!UTM  16      -   0.99996668  x   0.99970598  =   0.99967267
 DG4858
 DG4858                          SUPERSEDED SURVEY CONTROL
 DG4858
 DG4858.No superseded survey control is available for this station.
 DG4858
 DG4858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0718731162(NAD 83)
 DG4858_MARKER: DD = SURVEY DISK
 DG4858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4858_STAMPING: DOVER N GPS 2002
 DG4858_MARK LOGO: WIDT  
 DG4858_PROJECTION: FLUSH
 DG4858_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4858+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4858
 DG4858  HISTORY     - Date     Condition        Report By
 DG4858  HISTORY     - 2001     MONUMENTED       WIDT
 DG4858
 DG4858                          STATION DESCRIPTION
 DG4858
 DG4858'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4858'THE STATION IS LOCATED ABOUT 30 KM NORTHWEST OF KENOSHA, 28 KM WEST OF
 DG4858'RACINE AND 13 KM WEST-NORTHWEST OF BURLINGTON.  OWNERSHIP--RACINE
 DG4858'COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 20
 DG4858'WITH STATE HIGHWAY 75 ABOUT 15 KM NORTHEAST OF THE CITY OF BURLINGTON,
 DG4858'GO SOUTH ON STATE HIGHWAY 75 FOR 1.6 KM TO COUNTY HIGHWAY A, TURN
 DG4858'RIGHT AND GO WEST ON COUNTY HIGHWAY A FOR 1.9 KM TO THE STATION ON THE
 DG4858'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DG4858'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DG4858'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH
 DG4858'THE HIGHWAY PAVEMENT.  THE STATION IS 15 M NORTH OF THE CENTERLINE OF
 DG4858'COUNTY HIGHWAY A, 82 M WEST OF A FIELD ENTRANCE, 45.6 M NORTHWEST OF
 DG4858'POWER POLE --92-10716 45-5-- , 44.5 M NORTH-NORTHEAST OF POWER POLE
 DG4858'--92-10712 45-5-- , AND 3 M SOUTH OF A CULTIVATED FIELD.
 DG4858'---NOTE---THE STATION IS 1.0 M EAST AND 1.0 M WEST OF AN ORANGE 4X4
 DG4858'PLASTIC WITNESS POST.  ---NOTE2---THIS STATION HAS NO VISIBLE
 DG4858'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DG4858' 
 DG4858'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0980 ***********************************************************************
 NH0980  DESIGNATION -  DOVER RESET
 NH0980  PID         -  NH0980
 NH0980  STATE/COUNTY-  WI/RACINE
 NH0980  USGS QUAD   -  UNION GROVE (1971)
 NH0980
 NH0980                         *CURRENT SURVEY CONTROL
 NH0980  ___________________________________________________________________
 NH0980* NAD 83(1991)-  42 40 25.33099(N)    088 05 03.39674(W)     ADJUSTED  
 NH0980* NAVD 88     -       261.     (meters)     856.     (feet)  SCALED    
 NH0980  ___________________________________________________________________
 NH0980  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 NH0980  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 NH0980
 NH0980  HORZ ORDER  -  FIRST
 NH0980
 NH0980.The horizontal coordinates were established by classical geodetic methods
 NH0980.and adjusted by the National Geodetic Survey in November 1991..
 NH0980
 NH0980.The orthometric height was scaled from a topographic map.
 NH0980
 NH0980.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0980
 NH0980.The geoid height was determined by GEOID03.
 NH0980
 NH0980;                    North         East     Units Scale Factor Converg.
 NH0980;SPC WI S     -    76,646.762   757,022.118   MT  1.00001256   +1 18 58.7
 NH0980;SPC WI S     -   251,465.25  2,483,663.40   sFT  1.00001256   +1 18 58.7
 NH0980;UTM  16      - 4,725,150.961   411,155.728   MT  0.99969711   -0 44 06.0
 NH0980
 NH0980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0980!SPC WI S     -   0.99996449  x   1.00001256  =   0.99997705
 NH0980!UTM  16      -   0.99996449  x   0.99969711  =   0.99966162
 NH0980
 NH0980|---------------------------------------------------------------------|
 NH0980| PID    Reference Object                     Distance      Geod. Az  |
 NH0980|                                                           dddmmss.s |
 NH0980| NH0981 MIDWAY RESET                        360.801 METERS 05054     |
 NH0980| NH0976 UNION GROVE MUNICIPAL TANK          APPROX. 2.8 KM 0620128.6 |
 NH0980| NH0977 UNION GROVE MUNICIPAL TANK          APPROX. 2.9 KM 0635458.4 |
 NH0980| NG0662 STURTEVANT MUNICIPAL TANK           APPROX.15.2 KM 0782504.7 |
 NH0980| NG0664 SOMERS RADIO STA KSC 889 MAST       APPROX.17.7 KM 1050650.0 |
 NH0980| CI8564 DOVER RM 1                          318.581 METERS 16548     |
 NH0980| CJ8062 DOVER RM 3                          246.165 METERS 17952     |
 NH0980| CJ8063 DOVER RM 4                          192.328 METERS 21007     |
 NH0980| CJ8061 DOVER RM 2                          190.421 METERS 21509     |
 NH0980| NH0988 NEW MUNSTER ALPHONSE CHURCH         APPROX.15.6 KM 2283043.0 |
 NH0980| NH0994 BURLINGTON BREWING CO TANK          APPROX.16.3 KM 2695353.6 |
 NH0980| NH0993 BURLINGTON ST MARYS CH SPIRE        APPROX.16.2 KM 2705414.1 |
 NH0980| NH0995 BURLINGTON MUNICIPAL TANK           APPROX.16.6 KM 2731847.1 |
 NH0980| NH0983 SOUTHERN WIS EPILEPTIC COL STK      APPROX. 2.2 KM 3585739.3 |
 NH0980|---------------------------------------------------------------------|
 NH0980
 NH0980                          SUPERSEDED SURVEY CONTROL
 NH0980
 NH0980  NAD 83(1986)-  42 40 25.32293(N)    088 05 03.40824(W) AD(       ) 1
 NH0980  NAD 27      -  42 40 25.25500(N)    088 05 03.10100(W) AD(       ) 1
 NH0980
 NH0980.Superseded values are not recommended for survey control.
 NH0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0980.See file dsdata.txt to determine how the superseded data were derived.
 NH0980
 NH0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1115625151(NAD 83)
 NH0980_MARKER: DD = SURVEY DISK
 NH0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0980
 NH0980  HISTORY     - Date     Condition        Report By
 NH0980  HISTORY     - 1953     MONUMENTED       USLS
 NH0980  HISTORY     - 1920     GOOD             CGS
 NH0980  HISTORY     - 1930     GOOD             CGS
 NH0980  HISTORY     - 1935     GOOD             CGS
 NH0980  HISTORY     - 1953     SEE DESCRIPTION  CGS
 NH0980  HISTORY     - 1957     GOOD             CGS
 NH0980  HISTORY     - 1973     GOOD             LOCENG
 NH0980
 NH0980                          STATION DESCRIPTION
 NH0980
 NH0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1920
 NH0980'STATION IS LOCATED ABOUT 1-1/2 MILES E OF KANSASVILLE, IN THE
 NH0980'SW QUARTER OF SECTION 6, DOVER TOWNSHIP, ON A SMALL KNOLL,
 NH0980'275 YARDS NE OF THE J.W. PAYNE HOMESTEAD.  THE STATION MARK
 NH0980'IS A STANDARD BRONZE TABLET SET IN CONCRETE AS DESCRIBED
 NH0980'AND THE UNDERGROUND MARK IS A STONE SET SO THAT
 NH0980'ITS UPPER END IS 27 INCHES BELOW THE SURFACE OF THE GROUND.
 NH0980'TWO REFERENCE STONES ARE SET IN THE ROAD S OF THE STATION.
 NH0980'ONE BEARS S 14 DEG 13 MIN E, DISTANT 318.58 METERS (1,045.21
 NH0980'FEET) FROM THE STATION, AND THE SECOND BEARS S 35 DEG 08 MIN
 NH0980'W, DISTANT 190.42 METERS (624.74 FEET) FROM THE STATION.
 NH0980'THE ELEVATION OF THE GROUND AT THE STATION IS 860 FEET.
 NH0980
 NH0980                          STATION RECOVERY (1930)
 NH0980
 NH0980'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 NH0980'MARK FOUND AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION IS
 NH0980'ADEQUATE.  THIS IS A TRAVERSE STATION.
 NH0980
 NH0980                          STATION RECOVERY (1935)
 NH0980
 NH0980'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH0980'STATION IS ABOUT 1-1/2 MILES E OF KANSASVILLE, ABOUT 1-3/4
 NH0980'MILES SW OF UNION GROVE, IN THE SW 1/4 SEC. 36, T 3 N, R 20
 NH0980'E, ON LAND OWNED AND OCCUPIED BY J.W. PAYNE, ON CREST OF
 NH0980'FLAT NW-SE RIDGE IN CULTIVATED FIELD, ABOUT 0.15 MILE NE OF
 NH0980'MR. PAYNES HOUSE, 76 FEET N OF THE E-W BARBED-WIRE FENCE
 NH0980'THAT SEPARATES THE TWO CULTIVATED FIELDS, 301 FEET E OF THE
 NH0980'N-S WIRE FENCE THAT SEPARATES THE CULTIVATED FIELD ON E FROM
 NH0980'SHEEP PEN ON W.
 NH0980'
 NH0980'ALL MARKS RECOVERED IN GOOD CONDITION.  SURFACE MARK IS A
 NH0980'STANDARD U.S.C. AND G.S. BRONZE DISK SET IN A CONCRETE POST.
 NH0980'MARK PROJECTS 2 INCHES AND IS STAMPED U.S.E. 1873, C. AND G.S.,
 NH0980'1920.  UNDERGROUND MARK IS A STONE SET SO THAT ITS TOP IS
 NH0980'27 INCHES BELOW THE SURFACE OF THE GROUND.
 NH0980'
 NH0980'REFERENCE MARKS ARE 8- BY 8-INCH STONE POSTS, EACH WITH A
 NH0980'ROUND 1/2-INCH HOLE IN ITS CENTER AND THE LETTERS U.S. STAMPED
 NH0980'ON TOP.
 NH0980'
 NH0980'REFERENCE MARK NO. 1 IS SSE OF STATION, 25 FEET NE OF CENTER
 NH0980'LINE OF THE GRAVEL ROAD, ABOUT 0.15 MILE NW OF THE CROSSROADS,
 NH0980'48 FEET NW OF A TELEPHONE POLE, 3 FEET SW OF THE RIGHT-OF-WAY
 NH0980'FENCE, AND PROJECTS 2 INCHES.
 NH0980'
 NH0980'REFERENCE MARK NO. 2 IS SW OF STATION, 25 FEET NE OF CENTER
 NH0980'LINE OF THE GRAVEL ROAD, ABOUT 175 FEET E OF THE N END OF
 NH0980'MR. PAYNES RED BARN, 20 FEET SE OF SE CORNER OF THE SHEEP
 NH0980'PEN, 50 FEET SE OF A 3-FOOT POPLAR TREE, 10 FEET NW OF A
 NH0980'15-INCH MAPLE TREE, AND IS SET FLUSH WITH THE SURFACE.
 NH0980'
 NH0980'TRAVERSE STATION MIDWAY 1920 WAS USED AS AZIMUTH MARK FOR
 NH0980'THIS STATION.  IT IS 1,183.72 FEET NE OF THIS STATION.
 NH0980'
 NH0980'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 11 AND U.S. HIGHWAY
 NH0980'45, GO S ON U.S. HIGHWAY 45, 0.8 MILE TO CROSSROADS AT THE
 NH0980'COUNTY LINE.  THENCE W ON GRAVEL ROAD 1.5 MILES TO CROSSROADS,
 NH0980'THENCE NW ON GRAVEL ROAD 0.25 MILE TO MR. PAYNES HOUSE ON
 NH0980'N SIDE OF THE ROAD.  THENCE NE ACROSS FIELD ABOUT 0.15 MILE
 NH0980'TO STATION.
 NH0980'
 NH0980'THE FOLLOWING 100-FOOT SIGNALS COME INTO VIEW AS FOLLOWS--
 NH0980'BRISTOL R.M. 1873, 55 FEET.  SILVER, 50 FEET.  BURLINGTON 1920,
 NH0980'60 FEET.  PLEASANT, 60 FEET.  SOMERS 1873, 20 FEET.  HEGEMAN,
 NH0980'50 FEET.  AND DYSON, 50 FEET.
 NH0980
 NH0980                          STATION RECOVERY (1953)
 NH0980
 NH0980'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 NH0980'STATION WAS RECOVERED AS DESCRIBED IN 1935 RECOVERY NOTE.
 NH0980'AT THE PROPERTY OWNERS REQUEST THE STATION MARK WAS LOWERED.
 NH0980'THE USLS REFERENCE STONE SE (CALLED R.M. NO. 1) WAS RECOVERED
 NH0980'IN GOOD CONDITION.  THE USLS REFERENCE STONE SW (CALLED R.M.
 NH0980'NO. 2) COULD NOT BE FOUND AND SHOULD BE CONSIDERED LOST.
 NH0980'TRAVERSE STATION MIDWAY 1920 (AZIMUTH MARK) WAS RECOVERED
 NH0980'IN GOOD CONDITION.  THE DISTANCES TO R.M. NO. 1 AND MIDWAY
 NH0980'1920 WERE NOT MEASURED SINCE IT WAS ACROSS CULTIVATED FIELDS
 NH0980'AND CROPS WERE LIABLE TO DAMAGE.  THE DIRECTIONS TO R.M.
 NH0980'NO. 1 AND MIDWAY 1920 WERE CHECKED AND FOUND CORRECT.  THE
 NH0980'UNDERGROUND STATION MARK SET IN 1935 WAS NOT MOVED.
 NH0980'REFERENCE MARKS NO. 3 AND 4 WERE ESTABLISHED BY THIS PARTY.
 NH0980'A NEW DESCRIPTION FOLLOWS--
 NH0980'
 NH0980'STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF UNION GROVE
 NH0980'AND 1-1/2 MILES EAST OF KANSASVILLE ON THE HIGHEST POINT
 NH0980'OF A SMALL RIDGE IN A CULTIVATED FIELD AND IS ON PROPERTY
 NH0980'OWNED BY MR. CARL PETERSON, IT IS ABOUT 500 FEET NORTHEAST
 NH0980'OF THE NORTHEAST CORNER OF A TWO STORY FRAME HOUSE.  THE MARK
 NH0980'IS ABOUT 14 INCHES BELOW THE GROUND AND THE DISK IS STAMPED
 NH0980'DOVER USLS 1873 1935 1953.
 NH0980'
 NH0980'REFERENCE MARK NO. 1 (USLS REFERENCE STONE SE) IS 1045.21
 NH0980'FEET SOUTHEAST OF THE STATION, 51 FEET WEST OF A TELEPHONE
 NH0980'POLE AND 25 FEET NORTH OF THE CENTER OF A GRAVEL ROAD.  THE
 NH0980'MARK IS AN 8X8 INCH STONE POST WITH A ROUND 1/2 INCH HOLE IN
 NH0980'THE TOP.  THE MARK PROJECTS ABOUT 6 INCHES AND HAS THE LETTERS
 NH0980'U.S. INSCRIBED IN THE TOP.
 NH0980'
 NH0980'REFERENCE MARK NO. 3 IS 807.9 FEET SOUTH OF THE STATION 25
 NH0980'FEET NORTH OF THE CENTER OF A GRAVEL ROAD AND 2 FEET WEST
 NH0980'OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES
 NH0980'AND THE DISK IS STAMPED DOVER NO 3 1935 1953.
 NH0980'
 NH0980'REFERENCE MARK NO. 4 IS 632.3 FEET SOUTHWEST OF THE STATION,
 NH0980'63 FEET NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE
 NH0980'BLOCK SHED, 25 FEET NORTH OF THE CENTER OF A GRAVEL ROAD
 NH0980'AND ABOUT 25 FEET EAST OF THE EAST EDGE OF A LAWN.  THE MARK
 NH0980'IS FLUSH AND THE DISK IS STAMPED DOVER NO 4 1935 1953.
 NH0980'
 NH0980'MIDWAY 1920 (TRAVERSE STATION) WAS USED AS THE AZIMUTH MARK.
 NH0980'IT IS 1183.72 FEET NORTHEAST OF THE STATION, 29 FEET SOUTH
 NH0980'OF A 10 INCH APPLE TREE, 23 FEET EAST OF THE CENTER OF A
 NH0980'GRAVEL ROAD, 3 FEET WEST OF A FENCE AND 2 FEET NORTHWEST OF
 NH0980'A WHITE WITNESS POST.  THE MARK IS A 12X12 INCH CONCRETE
 NH0980'POST, PROJECTING ABOUT 2 INCHES WITH A STANDARD USC AND GS
 NH0980'STATION MARK DISK STAMPED MIDWAY 1920.
 NH0980'
 NH0980'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45
 NH0980'AND STATE HIGHWAY 11 IN UNION GROVE, GO SOUTH ON HIGHWAY
 NH0980'45 FOR 0.8 MILE TO CROSSROAD AT RACINE-KENOSHA COUNTY LINE,
 NH0980'TURN RIGHT AND GO WEST ON GRAVEL ROAD FOR 1.5 MILES TO A
 NH0980'CROSSROAD(*) CONTINUE AHEAD FOR 0.25 MILE TO HOUSE ON THE RIGHT,
 NH0980'TURN RIGHT AND GO NORTH ON EAST SIDE OF FENCE FOR 0.1 MILE
 NH0980'THEN NORTHEAST ACROSS FIELD FOR ABOUT 0.05 MILE TO TOP OF RIDGE
 NH0980'AND STATION.
 NH0980'
 NH0980'TO REACH THE AZIMUTH MARK (MIDWAY 1920) FROM THIS POINT,
 NH0980'GO NORTH ON GRAVEL ROAD FOR 0.35 MILE TO TOP OF HILL AND THE
 NH0980'MARK ON THE RIGHT AS DESCRIBED.
 NH0980'
 NH0980'DISTANCES AND DIRECTIONS TO OBJECTS VISIBLE FROM THE GROUND--
 NH0980'
 NH0980'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS
 NH0980
 NH0980                          STATION RECOVERY (1957)
 NH0980
 NH0980'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH0980'THE STATION MARK, TRAVERSE STATION MIDWAY 1920 (AZIMUTH MARK)
 NH0980'REFERENCE MARK 3 AND REFERENCE MARK 4 WERE FOUND IN GOOD
 NH0980'CONDITION.  REFERENCE MARK 1 (USLS STONE MARK) WAS FOUND IN
 NH0980'A LEANING CONDITION.  NO DIRECTION OR DISTANCE WAS MEASURED
 NH0980'TO THIS MARK.  THE DISTANCES TO REFERENCE MARK 3 AND REFERENCE
 NH0980'MARK 4 WERE DETERMINED BY A SHORT BASE METHOD TO PREVENT CROP
 NH0980'DAMAGE.  THE DISTANCE BETWEEN THE REFERENCE MARKS IS 412.26
 NH0980'FEET (125.657 METERS).  THE DISTANCE TO MIDWAY 1920 WAS NOT
 NH0980'RE-MEASURED.
 NH0980'
 NH0980'TRAVERSE STATION MIDWAY 1920 WAS OCCUPIED AT THIS TIME TO
 NH0980'DETERMINE THE AZIMUTH OF A V.G. OBJECT AND THEREBY ESTABLISH
 NH0980'MIDWAY AS AN ALTERNATE STATION.  STATION DOVER IS IN A CULTIVATED
 NH0980'FIELD AND THE PAYMENT OF CROP OR OTHER DAMAGES WILL USUALLY
 NH0980'BE NECESSARY IN OCCUPYING IT.
 NH0980'
 NH0980'THE STATION IS LOCATED ABOUT 1.5 MILES SOUTHWEST OF UNION GROVE,
 NH0980'ABOUT 1 MILE EAST OF KANSASVILLE AND ON THE HIGHEST POINT
 NH0980'OF A LOW LYING HILL WHICH IS IN CULTIVATION AND OWNED BY MR.
 NH0980'CARL PETERSON.  THE MONUMENT IS 15 INCHES BELOW THE SURFACE
 NH0980'OF THE GROUND AND THE DISK IS STAMPED DOVER USLS 1873 1935 1953.
 NH0980'
 NH0980'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45
 NH0980'AND STATE HIGHWAY 11 IN UNION GROVE, GO SOUTH ON HIGHWAY
 NH0980'45 FOR 0.8 MILE TO A GRAVELED CROSSROAD.  TURN RIGHT, WEST
 NH0980'AND GO 1.45 MILE TO A GRAVELED CROSSROAD.  *CONTINUE WEST
 NH0980'AND NORTHWEST FOR 0.25 MILE TO A FRAME HOUSE ON THE RIGHT,
 NH0980'NORTHEAST SIDE OF THE ROAD.  PACK NORTHEAST FROM THE HOUSE
 NH0980'FOR ABOUT 500 FEET TO THE HIGHEST POINT OF THE HILL AND THE
 NH0980'STATION.
 NH0980'
 NH0980'*TO REACH MIDWAY 1920 FROM THIS POINT GO NORTH ON THE GRAVELED
 NH0980'ROAD FOR 0.35 MILE TO THE STATION ON THE RIGHT, EAST SIDE
 NH0980'OF THE ROAD.
 NH0980'
 NH0980'REFERENCE MARK 3 IS 25 FEET NORTH-NORTHEAST OF THE CENTERLINE
 NH0980'OF THE GRAVELED ROAD, 65 FEET NORTHEAST OF A POWER LINE POLE
 NH0980'AND 2 FEET NORTHWEST OF A WHITE WITNESS POST.  THE MONUMENT
 NH0980'PROJECTS 1 INCH AND THE DISK IS STAMPED DOVER NO 3 1935 1953.
 NH0980'
 NH0980'REFERENCE MARK 4 IS 26 FEET NORTHEAST OF THE CENTERLINE OF
 NH0980'THE GRAVELED ROAD, 76 FEET NORTHEAST OF THE NORTHEAST CORNER
 NH0980'OF A LARGE CONCRETE BLOCK SHED AND 142 FEET SOUTHEAST OF THE
 NH0980'CENTERLINE OF THE DRIVEWAY TO A FARM HOUSE.  THE MONUMENT
 NH0980'IS FLUSH AND THE DISK IS STAMPED DOVER NO 4 1935 1953.
 NH0980'
 NH0980'THE TRAVERSE STATION MIDWAY 1920 IS 22 FEET EAST OF THE
 NH0980'CENTERLINE OF A GRAVELED ROAD, 4 FEET WEST OF A FENCE AND 2
 NH0980'FEET NORTHWEST OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH
 NH0980'AND THE DISK IS STAMPED MIDWAY 1920.
 NH0980'
 NH0980'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NH0980
 NH0980                          STATION RECOVERY (1973)
 NH0980
 NH0980'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973 (GME)
 NH0980'RECOVERED BY NIELSON-MADSON CONSULTING ENG.
 NH0980'
 NH0980'DOVER U.S.L.S.-GOOD
 NH0980'
 NH0980'R.M. 3 AND 4 AND 1-BOTH APPARENTLY DESTROYED BY RD CONSTRUCTION
 NH0980'
 NH0980'25 FT N OF CENTERLINE FALLS IN DITCH.
 NH0980'
 NH0980'63 FT NE OF NE COL OF BLOCK SHED FALLS IN ROAD BED R.M. 4
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1623 ***********************************************************************
 NH1623  DESIGNATION -  DOYLE
 NH1623  PID         -  NH1623
 NH1623  STATE/COUNTY-  WI/DANE
 NH1623  USGS QUAD   -  OREGON (1982)
 NH1623
 NH1623                         *CURRENT SURVEY CONTROL
 NH1623  ___________________________________________________________________
 NH1623* NAD 83(1991)-  42 52 55.59051(N)    089 25 30.70203(W)     ADJUSTED  
 NH1623* NAVD 88     -       331.8    (meters)    1089.     (feet)  VERTCON   
 NH1623  ___________________________________________________________________
 NH1623  X           -      46,961.067 (meters)                     COMP
 NH1623  Y           -  -4,680,858.191 (meters)                     COMP
 NH1623  Z           -   4,318,116.981 (meters)                     COMP
 NH1623  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 NH1623  ELLIP HEIGHT-         297.97  (meters)          (10/21/99) GPS OBS
 NH1623  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 NH1623
 NH1623  HORZ ORDER  -  SECOND
 NH1623  ELLP ORDER  -  FOURTH    CLASS I
 NH1623
 NH1623.The horizontal coordinates were established by GPS observations
 NH1623.and adjusted by the National Geodetic Survey in October 1999..
 NH1623
 NH1623.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1623
 NH1623.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1623
 NH1623.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1623
 NH1623.The ellipsoidal height was determined by GPS observations
 NH1623.and is referenced to NAD 83.
 NH1623
 NH1623.The geoid height was determined by GEOID03.
 NH1623
 NH1623;                    North         East     Units Scale Factor Converg.
 NH1623;SPC WI S     -    98,156.072   646,958.040   MT  0.99997333   +0 23 41.8
 NH1623;SPC WI S     -   322,033.71  2,122,561.50   sFT  0.99997333   +0 23 41.8
 NH1623;UTM  16      - 4,750,576.527   301,944.385   MT  1.00008260   -1 39 03.1
 NH1623
 NH1623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1623!SPC WI S     -   0.99995327  x   0.99997333  =   0.99992660
 NH1623!UTM  16      -   0.99995327  x   1.00008260  =   1.00003587
 NH1623
 NH1623                          SUPERSEDED SURVEY CONTROL
 NH1623
 NH1623  NAD 83(1991)-  42 52 55.59063(N)    089 25 30.70177(W) AD(       ) 2
 NH1623  NAD 83(1986)-  42 52 55.58206(N)    089 25 30.70300(W) AD(       ) 2
 NH1623  NAD 27      -  42 52 55.57418(N)    089 25 30.27189(W) AD(       ) 2
 NH1623  NGVD 29 (04/21/89)  331.9    (m)         1089.     (f) GPS OBS        
 NH1623
 NH1623.Superseded values are not recommended for survey control.
 NH1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1623.See file dsdata.txt to determine how the superseded data were derived.
 NH1623
 NH1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0194450577(NAD 83)
 NH1623_MARKER: DS = TRIANGULATION STATION DISK
 NH1623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1623_SP_SET: CONCRETE POST
 NH1623_STAMPING: DOYLE 1983
 NH1623_MARK LOGO: WI-025
 NH1623_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NH1623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH1623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1623+SATELLITE: SATELLITE OBSERVATIONS - 1988
 NH1623
 NH1623  HISTORY     - Date     Condition        Report By
 NH1623  HISTORY     - 1988     MONUMENTED       WI-025
 NH1623
 NH1623                          STATION DESCRIPTION
 NH1623
 NH1623'DESCRIBED BY DANE COUNTY WISCONSIN 1988
 NH1623'THE STATION IS LOCATED ABOUT 7.2 KM (4.45 MI) SOUTHEAST OF BASCO, 6.4
 NH1623'KM (4.00 MI) SOUTHWEST OF OREGON, 6.4 KM (4.00 MI) NORTHWEST OF
 NH1623'BROOKLYN AND ON PRIVATE PROPERTY.  OWNERSHIP--JOHN A. BRISSEE, ROUTE
 NH1623'2, 529 ECHO VALLEY ROAD, BROOKLYN, WI 53521, PHONE 608-835-9750.
 NH1623'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROADS MM AND A WHICH
 NH1623'IS ABOUT 3.2 KM (2.00 MI) SOUTH OF OREGON, GO WESTERLY ON COUNTY ROAD
 NH1623'A FOR 5.0 KM (3.10 MI) T0 A CROSSROAD.  TURN LEFT AND GO SOUTH ON
 NH1623'HILLCREST LANE FOR 1.6 KM (1.00 MI) TO A ROAD LEFT.  TURN LEFT AND GO
 NH1623'NORTHERLY ON ECHO VALLEY ROAD FOR 0.2 KM (0.10 MI) TO A DRIVEWAY ON
 NH1623'THE LEFT.  CONTINUE AHEAD ON ECHO VALLEY ROAD FOR 0.1 KM (0.05 MI) TO
 NH1623'A UTILITY POLE ON THE RIGHT AND OPEN AREA ON THE LEFT.  GO SOUTHERLY
 NH1623'ACROSS OPEN AREA FOR 54.9 M (180.1 FT) TO STATION.
 NH1623'THE STATION MARK IS A DANE COUNTY ALUMINUM CAP STAMPED---DOYLE
 NH1623'1983---, SET IN THE TOP OF A ROUND CONCRETE POST 35 CM IN DIAMETER AND
 NH1623'FLUSH WITH THE GROUND.  THERE HAS BEEN A MAGNET PUT IN THE CONCRETE.
 NH1623'LOCATED 23.6 M (77.4 FT) NORTHWEST FROM THE NORTHWEST CORNER OF HOUSE,
 NH1623'4.6 M (15.1 FT) NORTHWEST OF POLE USED FOR CLOTHES LINE, 0.3 M
 NH1623'(1.0 FT) EAST FROM A WITNESS POST AND IN A SMALL GROVE OF PINE TREES.
 NH1623'DANE COUNTY PART II, WI, 1988.
 NH1623'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 NH1623'DESCRIBED BY J.D. RIGNEY, JR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1035 ***********************************************************************
 OM1035  DESIGNATION -  DOYLESTOWN ST PATRICKS CHURCH
 OM1035  PID         -  OM1035
 OM1035  STATE/COUNTY-  WI/COLUMBIA
 OM1035  USGS QUAD   -  RIO (1980)
 OM1035
 OM1035                         *CURRENT SURVEY CONTROL
 OM1035  ___________________________________________________________________
 OM1035* NAD 83(1991)-  43 25 35.38511(N)    089 09 04.54692(W)     ADJUSTED  
 OM1035* NAVD 88     -                                                        
 OM1035  ___________________________________________________________________
 OM1035  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 OM1035  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 OM1035
 OM1035  HORZ ORDER  -  THIRD
 OM1035
 OM1035.The horizontal coordinates were established by classical geodetic methods
 OM1035.and adjusted by the National Geodetic Survey in November 1991..
 OM1035
 OM1035
 OM1035.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1035
 OM1035.The geoid height was determined by GEOID03.
 OM1035
 OM1035;                    North         East     Units Scale Factor Converg.
 OM1035;SPC WI S     -   158,819.783   668,720.426   MT  0.99993264   +0 34 59.4
 OM1035;SPC WI S     -   521,061.24  2,193,960.26   sFT  0.99993264   +0 34 59.4
 OM1035;UTM  16      - 4,810,425.947   325,869.434   MT  0.99997299   -1 28 45.1
 OM1035
 OM1035                          SUPERSEDED SURVEY CONTROL
 OM1035
 OM1035  NAD 83(1986)-  43 25 35.37774(N)    089 09 04.55323(W) AD(       ) 4
 OM1035  NAD 27      -  43 25 35.42400(N)    089 09 04.14700(W) AD(       ) 3
 OM1035
 OM1035.Superseded values are not recommended for survey control.
 OM1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1035.See file dsdata.txt to determine how the superseded data were derived.
 OM1035
 OM1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP2586910426(NAD 83)
 OM1035_MARKER: 75 = BELFRY
 OM1035
 OM1035  HISTORY     - Date     Condition        Report By
 OM1035  HISTORY     - 1958     FIRST OBSERVED   CGS
 OM1035  HISTORY     - 20021227 GOOD             USPSQD
 OM1035
 OM1035                          STATION DESCRIPTION
 OM1035
 OM1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1035'THE STATION IS THE CENTER OF THE TOP OF THE BELFRY, LOCATED
 OM1035'IN THE SOUTHWEST SECTION OF DOYLESTOWN.  THE BELFRY HAS A
 OM1035'BLACK SHINGLE ROOF AND IS OVER THE FRONT, EAST, ENTRANCE OF THE
 OM1035'CHURCH BUILDING.  THE OVERALL HEIGHT IS 75 FEET.
 OM1035
 OM1035                          STATION RECOVERY (2002)
 OM1035
 OM1035'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM1035'RECOVERED IN GOOD CONDITION.  IT IS FOUR BLOCKS WEST OF COUNTY HIGHWAY
 OM1035'A, AT THE NORTHWEST CORNER OF THE INTERSECTION OF LINCOLN STREET AND
 OM1035'BRUCE STREET.  IT HAS A WHITE BALL AND WHITE CROSS ATOP THE SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0636 ***********************************************************************
 PN0636  DESIGNATION -  DRAIN
 PN0636  PID         -  PN0636
 PN0636  STATE/COUNTY-  WI/BROWN
 PN0636  USGS QUAD   -  WRIGHTSTOWN (1992)
 PN0636
 PN0636                         *CURRENT SURVEY CONTROL
 PN0636  ___________________________________________________________________
 PN0636* NAD 83(1986)-  44 21 59.     (N)    088 08 24.     (W)     SCALED    
 PN0636* NAVD 88     -       194.274  (meters)     637.38   (feet)  ADJUSTED  
 PN0636  ___________________________________________________________________
 PN0636  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PN0636  DYNAMIC HT  -         194.246 (meters)     637.29  (feet)  COMP
 PN0636  MODELED GRAV-     980,471.2   (mgal)                       NAVD 88
 PN0636
 PN0636  VERT ORDER  -  FIRST     CLASS 0
 PN0636
 PN0636.The horizontal coordinates were scaled from a topographic map and have
 PN0636.an estimated accuracy of +/- 6 seconds.
 PN0636
 PN0636.The orthometric height was determined by differential leveling
 PN0636.and adjusted by the National Geodetic Survey in June 1991..
 PN0636
 PN0636.The geoid height was determined by GEOID03.
 PN0636
 PN0636.The dynamic height is computed by dividing the NAVD 88
 PN0636.geopotential number by the normal gravity value computed on the
 PN0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0636.degrees latitude (g = 980.6199 gals.).
 PN0636
 PN0636.The modeled gravity was interpolated from observed gravity values.
 PN0636
 PN0636;                    North         East    Units  Estimated Accuracy
 PN0636;SPC WI C     -    60,930.      748,250.      MT  (+/- 180 meters Scaled)
 PN0636
 PN0636                          SUPERSEDED SURVEY CONTROL
 PN0636
 PN0636.No superseded survey control is available for this station.
 PN0636
 PN0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ091132(NAD 83)
 PN0636_MARKER: I = METAL ROD
 PN0636_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PN0636_SP_SET: COPPER-CLAD STEEL ROD
 PN0636_PROJECTION: FLUSH
 PN0636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0636_ROD/PIPE-DEPTH: 2.44 meters
 PN0636
 PN0636  HISTORY     - Date     Condition        Report By
 PN0636  HISTORY     - 1962     MONUMENTED       USLS
 PN0636  HISTORY     - 1974     GOOD             NOS
 PN0636  HISTORY     - 19940512 MARK NOT FOUND   WI-009
 PN0636  HISTORY     - 20010331 MARK NOT FOUND   NGS
 PN0636  HISTORY     - 20031214 MARK NOT FOUND   USPSQD
 PN0636
 PN0636                          STATION DESCRIPTION
 PN0636
 PN0636'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0636'3.2 MI NE FROM WRIGHTSTOWN.
 PN0636'3.2 MILES NORTHEAST ALONG MAIN ST. FROM THE INTERSECTION OF BROADWAY
 PN0636'AND MAIN STREETS IN WRIGHTSTOWN, ON THE WEST SIDE OF THE FOX RIVER,
 PN0636'73 FT. SOUTH OF A 24 INCH DIAMETER CORRUGATED METAL CULVERT, 37 FT.
 PN0636'EAST OF THE CENTERLINE OF COUNTY HIGHWAY D, 7.8 FT. WEST OF FENCE
 PN0636'LINE CORNER, 1.7 FT. WESTERLY OF U.P. NO. 117, FLUSH WITH THE GROUND
 PN0636'SURFACE, A 5/8 INCH DIAMETER COPPER COATED STEEL ROD 8 FT. LONG.
 PN0636
 PN0636                          STATION RECOVERY (1994)
 PN0636
 PN0636'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0636'MARK NOT FOUND.
 PN0636
 PN0636                          STATION RECOVERY (2001)
 PN0636
 PN0636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PN0636'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PN0636
 PN0636                          STATION RECOVERY (2003)
 PN0636
 PN0636'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0636'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1307 ***********************************************************************
 PN1307  CBN         -  This is a Cooperative Base Network Control Station.
 PN1307  DESIGNATION -  DRAKE
 PN1307  PID         -  PN1307
 PN1307  STATE/COUNTY-  WI/WAUSHARA
 PN1307  USGS QUAD   -  HANCOCK (1984)
 PN1307
 PN1307                         *CURRENT SURVEY CONTROL
 PN1307  ___________________________________________________________________
 PN1307* NAD 83(1997)-  44 10 10.95122(N)    089 31 57.46263(W)     ADJUSTED  
 PN1307* NAVD 88     -       330.0    (meters)    1083.     (feet)  GPS OBS   
 PN1307  ___________________________________________________________________
 PN1307  X           -      37,380.378 (meters)                     COMP
 PN1307  Y           -  -4,582,415.567 (meters)                     COMP
 PN1307  Z           -   4,421,841.661 (meters)                     COMP
 PN1307  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 PN1307  ELLIP HEIGHT-         294.04  (meters)          (04/28/99) GPS OBS
 PN1307  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 PN1307
 PN1307  HORZ ORDER  -  A
 PN1307  ELLP ORDER  -  THIRD     CLASS I
 PN1307
 PN1307.The horizontal coordinates were established by GPS observations
 PN1307.and adjusted by the National Geodetic Survey in April 1999..
 PN1307
 PN1307.The orthometric height was determined by GPS observations and a
 PN1307.high-resolution geoid model.
 PN1307
 PN1307.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PN1307
 PN1307.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1307
 PN1307.The ellipsoidal height was determined by GPS observations
 PN1307.and is referenced to NAD 83.
 PN1307
 PN1307.The geoid height was determined by GEOID03.
 PN1307
 PN1307;                    North         East     Units Scale Factor Converg.
 PN1307;SPC WI S     -   241,148.909   637,379.720   MT  1.00002256   +0 19 16.1
 PN1307;SPC WI S     -   791,169.38  2,091,136.63   sFT  1.00002256   +0 19 16.1
 PN1307;SPC WI C     -    37,485.152   637,379.469   MT  1.00001615   +0 19 47.2
 PN1307;SPC WI C     -   122,982.54  2,091,135.81   sFT  1.00001615   +0 19 47.2
 PN1307;UTM  16      - 4,893,841.402   297,526.427   MT  1.00010422   -1 45 55.1
 PN1307
 PN1307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1307!SPC WI S     -   0.99995390  x   1.00002256  =   0.99997646
 PN1307!SPC WI C     -   0.99995390  x   1.00001615  =   0.99997005
 PN1307!UTM  16      -   0.99995390  x   1.00010422  =   1.00005811
 PN1307
 PN1307|---------------------------------------------------------------------|
 PN1307| PID    Reference Object                     Distance      Geod. Az  |
 PN1307|                                                           dddmmss.s |
 PN1307| PN1367 DRAKE RM 1                            4.159 METERS 21833     |
 PN1307| PN1368 DRAKE RM 2                            3.813 METERS 32955     |
 PN1307|---------------------------------------------------------------------|
 PN1307
 PN1307                          SUPERSEDED SURVEY CONTROL
 PN1307
 PN1307  NAD 83(1991)-  44 10 10.95049(N)    089 31 57.46183(W) AD(       ) B
 PN1307  ELLIP H (06/11/91)  294.13   (m)                       GP(       ) 4 1
 PN1307  NAD 83(1986)-  44 10 10.94897(N)    089 31 57.47151(W) AD(       ) 2
 PN1307  NGVD 29 (06/11/91)  330.0    (m)         1083.     (f) GPS OBS        
 PN1307
 PN1307.Superseded values are not recommended for survey control.
 PN1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1307.See file dsdata.txt to determine how the superseded data were derived.
 PN1307
 PN1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP9752693841(NAD 83)
 PN1307_MARKER: DD = SURVEY DISK
 PN1307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1307_SP_SET: CONCRETE POST
 PN1307_STAMPING: DRAKE 1980
 PN1307_MARK LOGO: WIHD  
 PN1307_PROJECTION: FLUSH
 PN1307_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN1307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1307+STABILITY: SURFACE MOTION
 PN1307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN1307+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 PN1307
 PN1307  HISTORY     - Date     Condition        Report By
 PN1307  HISTORY     - 1980     MONUMENTED       WIHD
 PN1307  HISTORY     - 1980     GOOD             WIDT
 PN1307  HISTORY     - 19900816 GOOD             AEROS
 PN1307  HISTORY     - 19900829 GOOD             NGS
 PN1307  HISTORY     - 19971120 GOOD             WIHD
 PN1307  HISTORY     - 20020529 GOOD             WIDT
 PN1307  HISTORY     - 20031210 GOOD             WIDT
 PN1307  HISTORY     - 20040708 GOOD             WIDT
 PN1307  HISTORY     - 20040816 GOOD             WIDT
 PN1307  HISTORY     - 20051228 GOOD             WIDT
 PN1307
 PN1307                          STATION DESCRIPTION
 PN1307
 PN1307'DESCRIBED BY WI HIGHWAY DEPT 1980 (LTK)
 PN1307'THE STATION IS LOCATED ABOUT 14.5 MILES WEST OF WILD ROSE, 3.5 MILES
 PN1307'SOUTHWEST OF PLAINFIELD, AND 3 MILES NORTH NORTHWEST OF HANCOCK.
 PN1307'
 PN1307'TO REACH THE STATION FROM THE JUNCTION OF STH 73 AND USH 51 ABOUT 1
 PN1307'MILE EAST OF PLAINFIELD, GO SOUTH SOUTHEAST ON USH 51 FOR 3.1 MILES
 PN1307'TO THE STATION ON THE WEST SIDE OF THE HIGHWAY RIGHT OF WAY.
 PN1307'
 PN1307'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---DRAKE 1980---.
 PN1307'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 PN1307'MONUMENT WHICH PROJECTS 4 INCHES ABOVE GROUND.  IT IS 77 FEET WEST OF
 PN1307'THE CENTER OF USH 51, 14 FEET SOUTHEAST OF THE NORTH BRACE POST OF 3
 PN1307'IN THE RIGHT OF WAY FENCE, 13 FEET NORTHEAST OF THE SOUTH BRACE POST
 PN1307'OF 3, 9 FEET EAST OF THE CENTER BRACE POST OF 3, AND 2 FEET EAST OF A
 PN1307'METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 PN1307'OF CONCRETE 4.5 FEET BELOW GROUND.
 PN1307'
 PN1307'REFERENCE MARK 1 IS A STANDARD WIDT DISK STAMPED---DRAKE RM 1
 PN1307'1980---SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 PN1307'PROJECTS 4 INCHES ABOVE GROUND.  IT IS 84 FEET WEST OF THE CENTER OF
 PN1307'USH 51, 12.5 FEET SOUTHEAST OF A METAL RIGHT OF WAY POST, 12.5 FEET
 PN1307'SOUTHWEST OF A METAL WITNESS POST, 2.5 FEET EAST OF THE RIGHT OF WAY
 PN1307'FENCE, AND LEVEL WITH THE STATION.
 PN1307'
 PN1307'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---DRAKE RM 2
 PN1307'1980---SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 PN1307'PROJECTS 4 INCHES ABOVE GROUND.  IT IS 84.5 FEET WEST OF THE CENTER OF
 PN1307'USH 51, 11.5 FEET NORTHEAST OF A METAL RIGHT OF WAY POST, 11.5 FEET
 PN1307'NORTHWEST OF A METAL WITNESS POST, 2 FEET EAST OF THE NORTH BRACE POST
 PN1307'OF 3 IN THE RIGHT OF WAY FENCE, AND LEVEL WITH THE STATION.
 PN1307'
 PN1307'NO AZIMUTH MARK WAS SET.  HEIGHT OF LIGHT ABOVE MARK WAS 1.32 METERS.
 PN1307
 PN1307                          STATION RECOVERY (1980)
 PN1307
 PN1307'RECOVERY NOTE BY WI DEPT OF TRANSP 1980
 PN1307'RECOVERED IN GOOD CONDITION.
 PN1307
 PN1307                          STATION RECOVERY (1990)
 PN1307
 PN1307'RECOVERY NOTE BY AERO SERVICE CORPORATION 1990
 PN1307'THE STATION IS LOCATED ABOUT 6.46 KM (4.00 MI) SOUTH SOUTHWEST OF
 PN1307'PLAINFIELD, 4.85 KM (3.00 MI) NORTH NORTHWEST OF HANCOCK, 5.0 KM
 PN1307'(3.10 MI) SOUTH OF STATE HIGHWAY 73.  OWNERSHIP.--U.S. HIGHWAY
 PN1307'R.O.W.--
 PN1307'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE HIGHWAY 73
 PN1307'ABOUT 1.6 KM (1.00 MI) WEST OF PLAINFIELD, GO SOUTH FOR 5.0 KM
 PN1307'(3.10 MI) ON U.S HIGHWAY 51 TO THE STATION ON THE RIGHT.
 PN1307'THE STATION IS A WISC DIVISION OF HIGHWAYS SURVEY DISK STAMPED --DRAKE
 PN1307'1980-- SET INTO THE TOP OF A 30 CM DIAMETER CONCRETE MONUMENT
 PN1307'PROJECTING 10 CM ABOVE THE GROUND.  LOCATED 4.16 M (13.6 FT) FROM
 PN1307'DRAKE RM 1 (CONCRETE MONUMENT WITH SURVEY DISK), 3.81 M (12.5 FT)
 PN1307'SOUTH SOUTHEAST FROM DRAKE RM 2 (CONCRETE MONUMENT WITH SURVEY DISK),
 PN1307'15.39 M (50.5 FT) WEST FROM THE WEST EDGE OF ASPHALT OF U.S. HIGHWAY
 PN1307'51 SOUTH BOUND LANE, 2.99 M (9.8 FT) EAST FROM THE R.O.W. FENCE, 0.76
 PN1307'M (2.5 FT) EAST FROM A STEEL WITNESS POST.
 PN1307
 PN1307                          STATION RECOVERY (1990)
 PN1307
 PN1307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 PN1307'RECOVERED IN GOOD CONDITION.
 PN1307
 PN1307                          STATION RECOVERY (1997)
 PN1307
 PN1307'RECOVERY NOTE BY WI HIGHWAY DEPT 1997 (CSM)
 PN1307'THE STATION IS LOCATED ABOUT 38.65 KM (24.00 MI) SOUTH OF STEVENS
 PN1307'POINT, ABOUT 5.64 KM (3.50 MI) SOUTHWEST OF PLAINFIELD, ABOUT 4.83 KM
 PN1307'(3.00 MI) NORTH-NORTHWEST OF HANCOCK, ON THE WEST SIDE OF INTERSTATE
 PN1307'HIGHWAY 39 AND US HIGHWAY 51, AND ABOUT 0.56 KM (0.35 MI)
 PN1307'SOUTH-SOUTHWEST OF MILEPOST 134.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 PN1307'TRANSPORTATION.  TO REACH FROM THE INTERCHANGE OF INTERSTATE HIGHWAY
 PN1307'39 AND US HIGHWAY 51 WITH STATE HIGHWAY 73 ABOUT 2.74 KM (1.70 MI)
 PN1307'WEST OF THE VILLAGE OF PLAINFIELD, GO SOUTH 3.38 KM (2.10 MI) ON
 PN1307'HIGHWAYS 39 AND 51 TO THE ARCHER ROAD OVERPASS, CONTINUE SOUTH 1.69 KM
 PN1307'(1.05 MI) ON HIGHWAYS 39 AND 51 TO THE STATION ON THE RIGHT.  TO REACH
 PN1307'FROM THE INTERCHANGE OF HIGHWAYS 39 AND 51 WITH COUNTY HIGHWAY V 0.64
 PN1307'KM (0.40 MI) WEST OF THE VILLAGE OF HANCOCK, GO NORTH 2.50 KM (1.55
 PN1307'MI) TO THE COUNTY HIGHWAY O OVERPASS, CONTINUE NORTH 1.53 KM (0.95 MI)
 PN1307'TO THE STATION ON THE LEFT.  THE STATION IS A WISCONSIN DIVISION OF
 PN1307'HIGHWAYS ALUMINUM DISK SET IN THE TOP OF A 30-CM (12-INCH) DIAMETER
 PN1307'CONCRETE POST PROJECTING 0.10 M (0.33 FT) ABOVE THE GROUND SURFACE AND
 PN1307'IS ABOUT 1.2 M (3.9 FT) BELOW THE HIGHWAY PAVEMENT.  THE DISK IS NOT
 PN1307'CENTERED ON THE CONCRETE POST AND IS RECESSED 2 CM BELOW THE TOP OF
 PN1307'THE CONCRETE POST.  THE STATION IS 21.5 M (70.5 FT) WEST OF THE
 PN1307'CENTERLINE OF THE TWO SOUTHBOUND LANES OF THE HIGHWAY, 2.84 M (9.32
 PN1307'FT) EAST OF THE MIDDLE ONE OF THREE BRACED WOODEN R-O-W FENCE POSTS
 PN1307'SET IN CONCRETE, 4.159 M (13.645 FT) NORTHEAST OF (CONCRETE POST
 PN1307'MONUMENT) DRAKE RM 1, 3.813 M (12.510 FT) SOUTHEAST OF (CONCRETE POST
 PN1307'MOMUMENT) DRAKE RM 2, 3.97 M (13.02 FT) EAST OF A STEEL RIGHT-OF-WAY
 PN1307'POST, 0.59 M (1.94 FT) EAST OF A STEEL WITNESS POST, AND 0.93 M (3.05
 PN1307'FT) SOUTH OF A WHITE PLASTIC WITNESS POST.  --- REFERENCE MARK 1 IS A
 PN1307'WISCONSIN DIVISION OF HIGHWAYS ALUMINUM DISK STAMPED --DRAKE RM1
 PN1307'1980-- SET IN THE TOP OF A 30-CM (12-INCH) DIAMETER CONCRETE POST
 PN1307'PROJECTING 0.10 M (0.33 FT) ABOVE THE GROUND SURFACE.  REFERENCE MARK
 PN1307'1 IS 23.95 M (78.58 FT) WEST OF THE CENTERLINE OF THE TWO SOUTHBOUND
 PN1307'LANES OF THE HIGHWAY, 0.6 M (2.0 FT) EAST OF THE R-O-W FENCE, AND 0.60
 PN1307'M (1.97 FT) SOUTHEAST OF THE MOST SOUTHERLY ONE OF THREE BRACED WOODEN
 PN1307'R-O-W FENCE POSTS.  --- REFERENCE MARK 2 IS A WISCONSIN DIVISION OF
 PN1307'HIGHWAYS ALUMINUM DISK STAMPED --DRAKE RM2 1980-- SET IN THE TOP OF A
 PN1307'30-CM (12-INCH) DIAMETER CONCRETE POST PROJECTING 0.10 M (0.33 FT)
 PN1307'ABOVE THE GROUND SURFACE.  REFERENCE MARK 2 IS 23.79 M (78.05 FT) WEST
 PN1307'OF THE CENTERLINE OF THE TWO SOUTHBOUND LANES OF THE HIGHWAY, 0.76 M
 PN1307'(2.49 FT) EAST OF THE R-O-W FENCE, 0.55 M (1.80 FT) EAST OF MOST
 PN1307'NORTHERLY ONE OF THREE BRACED WOODEN R-O-W FENCE POSTS, AND 0.33 M
 PN1307'(1.08 FT) SOUTHWEST OF A WHITE PLASTIC WITNESS POST.  THE NORTH SIDE
 PN1307'OF RM 2 HAS BEEN HIT AND CHIPPED, THE POST SEEMS STABLE.
 PN1307
 PN1307                          STATION RECOVERY (2002)
 PN1307
 PN1307'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (GRS)
 PN1307'THE WITNESS POSTS LISTED IN THE DESCRIPTION WERE REPLACED WITH THREE
 PN1307'9-CM BY 9-CM RECYCLED-PLASTIC GUARD POSTS WITH INFORMATION SIGN.  THE
 PN1307'STATION IS 1.0 M EAST, 1.0 M SOUTHWEST, AND 1.0 M NORTHWEST OF THREE
 PN1307'ORANGE GUARD POSTS, RESPECTIVELY.  A WITNESS POST WAS PLACED AT RM1.
 PN1307'RM1 IS 0.4 M NORTHWEST OF A WHITE PLASTIC WITNESS POST.
 PN1307
 PN1307                          STATION RECOVERY (2003)
 PN1307
 PN1307'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (TSS)
 PN1307'RECOVERED AS DESCRIBED.
 PN1307' 
 PN1307'
 PN1307
 PN1307                          STATION RECOVERY (2004)
 PN1307
 PN1307'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 PN1307'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 PN1307'STATION FROM THE  JUNCTION OF STATE HIGHWAY 27 WITH STATE HIGHWAY 179
 PN1307'AND COUNTY HIGHWAY D IN THE  VILLAGE OF EASTMAN, GO NORTH ON STATE
 PN1307'HIGHWAY 27 FOR 0.1 MI TO THE STATION ON THE RIGHT.   THE STATION IS A
 PN1307'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY  CONTROL
 PN1307'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT
 PN1307'LEVEL WITH  THE HIGHWAY PAVEMENT.  THE STATION IS 25.3 M EAST OF THE
 PN1307'CENTERLINE OF STATE HIGHWAY 27,  37.7 M NORTHWEST OF A WOOD POST FOR A
 PN1307'--NO PASSING ZONE-- SIGN, 6.4 M WEST-NORTHWESTOF  TELEPHONE PEDESTAL
 PN1307'--1051--, 5.5 M WEST-NORTHWEST OF A YELLOW 4X4 R/W POST, 5.3 M
 PN1307'WEST-NORTHWEST OF A METAL --WARNING FIBER OPTIC CABLE-- POST, 1.0 M
 PN1307'EAST OF  AN ORANGE 4X4 PLASTIC WITNESS POST, 1.0 M NORTH OF AN ORANGE
 PN1307'4X4 PLASTIC WITNESS  POST AND 1.0 M SOUTH OF AN ORANGE 4X4 PLASTIC
 PN1307'WITNESS POST.  ---NOTE--- THIS STATION HAS NO  VISIBLE OBSTRUCTIONS
 PN1307'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 PN1307
 PN1307                          STATION RECOVERY (2004)
 PN1307
 PN1307'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 PN1307'RECOVERED AS DESCRIBED.
 PN1307
 PN1307                          STATION RECOVERY (2005)
 PN1307
 PN1307'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 PN1307'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0522 ***********************************************************************
 QN0522  DESIGNATION -  DRAPER
 QN0522  PID         -  QN0522
 QN0522  STATE/COUNTY-  WI/SAWYER
 QN0522  USGS QUAD   -  BABBS ISLAND (1971)
 QN0522
 QN0522                         *CURRENT SURVEY CONTROL
 QN0522  ___________________________________________________________________
 QN0522* NAD 83(1991)-  45 50 17.30099(N)    090 50 30.40314(W)     ADJUSTED  
 QN0522* NAVD 88     -       448.96   (+/-2cm)    1473.0    (feet)  VERTCON   
 QN0522  ___________________________________________________________________
 QN0522  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 QN0522  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 QN0522
 QN0522  HORZ ORDER  -  THIRD
 QN0522  VERT ORDER  -  THIRD ? (See Below)
 QN0522
 QN0522.The horizontal coordinates were established by classical geodetic methods
 QN0522.and adjusted by the National Geodetic Survey in November 1991..
 QN0522
 QN0522.The NAVD 88 height was computed by applying the VERTCON shift value to
 QN0522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QN0522.The vertical order pertains to the NGVD 29 superseded value.
 QN0522
 QN0522.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0522
 QN0522.The geoid height was determined by GEOID03.
 QN0522
 QN0522;                    North         East     Units Scale Factor Converg.
 QN0522;SPC WI N     -    74,976.391   534,606.896   MT  0.99996181   -0 36 26.0
 QN0522;SPC WI N     -   245,985.04  1,753,956.12   sFT  0.99996181   -0 36 26.0
 QN0522;UTM  15      - 5,078,328.904   667,601.588   MT  0.99994535   +1 32 55.0
 QN0522
 QN0522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0522!SPC WI N     -   0.99993435  x   0.99996181  =   0.99989616
 QN0522!UTM  15      -   0.99993435  x   0.99994535  =   0.99987970
 QN0522
 QN0522|---------------------------------------------------------------------|
 QN0522| PID    Reference Object                     Distance      Geod. Az  |
 QN0522|                                                           dddmmss.s |
 QN0522| CJ4860 DRAPER RM 1                          23.890 METERS 15526     |
 QN0522| CJ4859 DRAPER AZ MK                                       1771656.0 |
 QN0522| CJ4861 DRAPER RM 2                          26.890 METERS 27029     |
 QN0522|---------------------------------------------------------------------|
 QN0522
 QN0522                          SUPERSEDED SURVEY CONTROL
 QN0522
 QN0522  NAD 83(1986)-  45 50 17.29622(N)    090 50 30.39817(W) AD(       ) 3
 QN0522  NAD 27      -  45 50 17.44200(N)    090 50 29.81600(W) AD(       ) 3
 QN0522  NGVD 29 (07/19/86)  448.97   (m)         1473.0    (f) LEVELING    3  
 QN0522
 QN0522.Superseded values are not recommended for survey control.
 QN0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0522.See file dsdata.txt to determine how the superseded data were derived.
 QN0522
 QN0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL6760278329(NAD 83)
 QN0522_MARKER: DS = TRIANGULATION STATION DISK
 QN0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0522
 QN0522  HISTORY     - Date     Condition        Report By
 QN0522  HISTORY     - 1952     MONUMENTED       CGS
 QN0522
 QN0522                          STATION DESCRIPTION
 QN0522
 QN0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QN0522'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTH OF LORETTA AND
 QN0522'DRAPER ON THE EAST SIDE OF A GRAVEL ROAD.
 QN0522'
 QN0522'TO REACH THE STATION FROM THE SCHOOL HOUSE IN DRAPER, GO SOUTH
 QN0522'ON GRAVEL ROAD FOR 3.5 MILES TO THE STATION ON THE LEFT AS
 QN0522'DESCRIBED.
 QN0522'
 QN0522'THE STATION MARK IS STAMPED DRAPER 1952.  IT IS A STANDARD
 QN0522'DISK SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
 QN0522'IT IS 33 FEET EAST OF CENTERLINE OF A GRAVEL ROAD AND 3.5 FEET
 QN0522'NORTH OF A WITNESS POST.
 QN0522'
 QN0522'REFERENCE MARK NO. 1 IS STAMPED DRAPER NO 1 1952.  IT IS
 QN0522'A STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 6
 QN0522'INCHES.  IT IS 45 FEET EAST OF CENTERLINE OF A GRAVEL ROAD.
 QN0522'
 QN0522'REFERENCE MARK NO. 2 IS STAMPED DRAPER NO 2 1952.  IT IS A
 QN0522'STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS
 QN0522'4 INCHES.  IT IS 55 FEET WEST OF CENTERLINE OF A GRAVEL ROAD.
 QN0522'
 QN0522'THE AZIMUTH MARK IS STAMPED DRAPER 1952.  IT IS A STANDARD DISK
 QN0522'SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
 QN0522'IT IS 33 FEET WEST OF CENTERLINE OF A GRAVEL ROAD AND 3 FEET
 QN0522'NORTH OF A WITNESS POST.  TO REACH THE AZIMUTH MARK FROM THE
 QN0522'STATION, GO SOUTH ON GRAVEL ROAD FOR 0.25 MILE TO THE AZIMUTH
 QN0522'MARK ON THE RIGHT AS DESCRIBED.
 QN0522'
 QN0522'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0333 ***********************************************************************
 RM0333  DESIGNATION -  DREDGE
 RM0333  PID         -  RM0333
 RM0333  STATE/COUNTY-  WI/DOUGLAS
 RM0333  USGS QUAD   -  SOUTH RANGE (1975)
 RM0333
 RM0333                         *CURRENT SURVEY CONTROL
 RM0333  ___________________________________________________________________
 RM0333* NAD 83(1991)-  46 31 34.13149(N)    091 55 20.22885(W)     ADJUSTED  
 RM0333* NAVD 88     -       342.328  (meters)    1123.12   (feet)  POSTED    
 RM0333  ___________________________________________________________________
 RM0333  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 RM0333  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 RM0333  DYNAMIC HT  -         342.370 (meters)    1123.26  (feet)  COMP
 RM0333  MODELED GRAV-     980,719.9   (mgal)                       NAVD 88
 RM0333
 RM0333  HORZ ORDER  -  FIRST
 RM0333  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RM0333
 RM0333.The horizontal coordinates were established by classical geodetic methods
 RM0333.and adjusted by the National Geodetic Survey in March 1999..
 RM0333
 RM0333.The orthometric height was determined by differential leveling
 RM0333.and adjusted by the National Geodetic Survey in 1992..
 RM0333.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RM0333.rate of 0.0 thru 1.0 mm/km.
 RM0333
 RM0333.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0333
 RM0333.The geoid height was determined by GEOID03.
 RM0333
 RM0333.The dynamic height is computed by dividing the NAVD 88
 RM0333.geopotential number by the normal gravity value computed on the
 RM0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0333.degrees latitude (g = 980.6199 gals.).
 RM0333
 RM0333.The modeled gravity was interpolated from observed gravity values.
 RM0333
 RM0333;                    North         East     Units Scale Factor Converg.
 RM0333;SPC WI N     -   152,886.263   452,530.686   MT  0.99996489   -1 23 12.1
 RM0333;SPC WI N     -   501,594.35  1,484,677.76   sFT  0.99996489   -1 23 12.1
 RM0333;UTM  15      - 5,153,072.957   582,655.143   MT  0.99968398   +0 46 55.7
 RM0333
 RM0333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0333!SPC WI N     -   0.99995064  x   0.99996489  =   0.99991553
 RM0333!UTM  15      -   0.99995064  x   0.99968398  =   0.99963463
 RM0333
 RM0333:                Primary Azimuth Mark                     Grid Az
 RM0333:SPC WI N     -  RACK                                     145 55 46.3
 RM0333:UTM  15      -  RACK                                     143 45 38.5
 RM0333
 RM0333|---------------------------------------------------------------------|
 RM0333| PID    Reference Object                     Distance      Geod. Az  |
 RM0333|                                                           dddmmss.s |
 RM0333| RM0334 RACK                                APPROX. 0.8 KM 1443234.2 |
 RM0333|---------------------------------------------------------------------|
 RM0333
 RM0333                          SUPERSEDED SURVEY CONTROL
 RM0333
 RM0333  NAD 83(1991)-  46 31 34.13073(N)    091 55 20.22908(W) AD(       ) 1
 RM0333  NAD 83(1986)-  46 31 34.12604(N)    091 55 20.22173(W) AD(       ) 1
 RM0333  NAD 27      -  46 31 34.33300(N)    091 55 19.57500(W) AD(       ) 1
 RM0333  NGVD 29 (??/??/92)  342.367  (m)         1123.25   (f) ADJ UNCH    1 2
 RM0333
 RM0333.Superseded values are not recommended for survey control.
 RM0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0333.See file dsdata.txt to determine how the superseded data were derived.
 RM0333
 RM0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM8265553073(NAD 83)
 RM0333_MARKER: DS = TRIANGULATION STATION DISK
 RM0333_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RM0333_SP_SET: RAIL
 RM0333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RM0333
 RM0333  HISTORY     - Date     Condition        Report By
 RM0333  HISTORY     - 1921     MONUMENTED       CGS
 RM0333  HISTORY     - 1922     GOOD             NGS
 RM0333  HISTORY     - 1934     GOOD             NGS
 RM0333  HISTORY     - 1953     SEE DESCRIPTION  USGS
 RM0333
 RM0333                          STATION DESCRIPTION
 RM0333
 RM0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 RM0333'STATION IS LOCATED ABOUT 1-7/8 MILES N OF HILLCREST, ON THE
 RM0333'W SIDE OF THE TRACK OF THE MINNEAPOLIS, ST. PAUL AND SAULT
 RM0333'STE. MARIE RAILWAY, ON THE EXTENSION OF THE W RAIL FROM THE
 RM0333'N AND S, AT THE FIRST CURVE N OF HILLCREST.  IT IS 50 METERS
 RM0333'NW OF MILEPOST 442, AND 6.845 METERS (22.46 FEET) W OF THE
 RM0333'W RAIL.
 RM0333'
 RM0333'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 RM0333'DISKS SET IN CONCRETE.
 RM0333
 RM0333                          STATION RECOVERY (1922)
 RM0333
 RM0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 RM0333'4.5 MI NE FROM HAWTHORNE.
 RM0333'STATION IS LOCATED 1 7/8 MILES NORTH OF HILLCREST, ON THE WEST
 RM0333'SIDE OF THE TRACK OF THE M. ST. P. AND S. STE. MARIE RY. ON THE
 RM0333'EXTENSION OF THE WEST RAIL FROM THE NORTH AND SOUTH, AT THE FIRST
 RM0333'CURVE NORTH OF HILLCREST.  IT IS 50 METERS NORTHWEST OF MILEPOST
 RM0333'422 AND 6.845 M (22.46 FT) WEST OF THE WEST RAIL.
 RM0333
 RM0333                          STATION RECOVERY (1934)
 RM0333
 RM0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 RM0333'RECOVERED IN GOOD CONDITION.
 RM0333
 RM0333                          STATION RECOVERY (1953)
 RM0333
 RM0333'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 RM0333'AREA AROUND STATION WAS BULLDOZED, STATION NOT FOUND, COULD
 RM0333'BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC9088 ***********************************************************************
 AC9088  DESIGNATION -  DRESSER S
 AC9088  PID         -  AC9088
 AC9088  STATE/COUNTY-  WI/POLK
 AC9088  USGS QUAD   -  OSCEOLA (1993)
 AC9088
 AC9088                         *CURRENT SURVEY CONTROL
 AC9088  ___________________________________________________________________
 AC9088* NAD 83(1997)-  45 20 52.50452(N)    092 38 21.70477(W)     ADJUSTED  
 AC9088* NAVD 88     -       283.6    (meters)     930.     (feet)  GPS OBS   
 AC9088  ___________________________________________________________________
 AC9088  X           -    -206,777.215 (meters)                     COMP
 AC9088  Y           -  -4,485,583.373 (meters)                     COMP
 AC9088  Z           -   4,514,788.129 (meters)                     COMP
 AC9088  LAPLACE CORR-          -6.60  (seconds)                    DEFLEC99
 AC9088  ELLIP HEIGHT-         255.79  (meters)          (09/30/02) GPS OBS
 AC9088  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 AC9088
 AC9088  HORZ ORDER  -  FIRST
 AC9088  ELLP ORDER  -  SECOND    CLASS I
 AC9088
 AC9088.The horizontal coordinates were established by GPS observations
 AC9088.and adjusted by the National Geodetic Survey in September 2002..
 AC9088
 AC9088.The orthometric height was determined by GPS observations and a
 AC9088.high-resolution geoid model.
 AC9088
 AC9088.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9088
 AC9088.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9088
 AC9088.The ellipsoidal height was determined by GPS observations
 AC9088.and is referenced to NAD 83.
 AC9088
 AC9088.The geoid height was determined by GEOID03.
 AC9088
 AC9088;                    North         East     Units Scale Factor Converg.
 AC9088;SPC WI C     -   171,664.413   393,199.591   MT  0.99997458   -1 51 44.2
 AC9088;SPC WI C     -   563,202.33  1,290,022.32   sFT  0.99997458   -1 51 44.2
 AC9088;UTM  15      - 5,021,664.104   528,251.210   MT  0.99960981   +0 15 23.6
 AC9088
 AC9088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9088!SPC WI C     -   0.99995990  x   0.99997458  =   0.99993448
 AC9088!UTM  15      -   0.99995990  x   0.99960981  =   0.99956972
 AC9088
 AC9088                          SUPERSEDED SURVEY CONTROL
 AC9088
 AC9088  NAD 83(1991)-  45 20 52.50400(N)    092 38 21.70208(W) AD(       ) 1
 AC9088  ELLIP H (06/10/97)  255.81   (m)                       GP(       ) 2 1
 AC9088
 AC9088.Superseded values are not recommended for survey control.
 AC9088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9088.See file dsdata.txt to determine how the superseded data were derived.
 AC9088
 AC9088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2825121664(NAD 83)
 AC9088_MARKER: DD = SURVEY DISK
 AC9088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9088_STAMPING: DRESSER S. 432
 AC9088_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC9088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9088+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2005
 AC9088
 AC9088  HISTORY     - Date     Condition        Report By
 AC9088  HISTORY     - 1995     MONUMENTED       WI-095
 AC9088  HISTORY     - 20051106 GOOD             WIDT
 AC9088
 AC9088                          STATION DESCRIPTION
 AC9088
 AC9088'DESCRIBED BY POLK COUNTY WISCONSIN 1995 (TEC)
 AC9088'THE STATION IS LOCATED IS LOCATED .5 MI (0.8 KM) SOUTH SOUTHWEST OF
 AC9088'THE TOWN OF DRESSER, WISCONSIN IN THE SOUTHWEST QUARTER OF THE
 AC9088'NORTHEAST QUARTER, SECTION 18, T.33N., R.18W., 4TH P.M., TOWN OF
 AC9088'OSCEOLA, POLK COUNTY.  TO REACH THE STATION FROM THE VILLAGE OF
 AC9088'DRESSER BEGIN AT THE INTERSECTION OF STATE HIGHWAY 35 AND COUNTY TRUNK
 AC9088'HIGHWAY F, GO SOUTHWEST ALONG STATE HIGHWAY 35 .5 MI (0.8 KM) TO THE
 AC9088'STATION.  THE STATION IS LOCATED 92 FEET (28.0 M) EAST OF CENTERLINE
 AC9088'OF STATE HIGHWAY 35, 19 FEET (5.8 M) NORTH OF FIELD DRIVE TO EAST
 AC9088'(FIELD DRIVE IS 82 FEET (25.0 M) SOUTHERLY OF SOUTH ENTRANCE TO
 AC9088'TRAPROCK INN) , GO 12 FEET (3.7 M) EAST OF SNOWMOBILE TRAIL, 62 FEET
 AC9088'(18.9 M) WEST OF CENTERLINE OF RAILROAD TRACKS AND .1 MI (0.2 KM)
 AC9088'SOUTH OF VILLAGE OF DRESSER SIGN, (SOUTH SIDE) .  THE STATION IS A
 AC9088'BRASS CAP, SET IN A 1.3 FOOT (0.4 M) DIAMETER BY 6 FOOT (1.8 M) DEEP
 AC9088'CONCRETE MONUMENT FLUSH WITH GROUND SURFACE.  A PLASTIC WITNESS POST
 AC9088'IS SET 2 FEET (0.6 M) FROM THE STATION.
 AC9088
 AC9088                          STATION RECOVERY (2005)
 AC9088
 AC9088'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AC9088'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.9 M EAST, 0.9 M
 AC9088'SOUTHWEST, AND 0.9 M NORTHWEST OF THREE ORANGE 4X4 PLASTIC GUARD
 AC9088'POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0563 ***********************************************************************
 PO0563  DESIGNATION -  DRY
 PO0563  PID         -  PO0563
 PO0563  STATE/COUNTY-  WI/MONROE
 PO0563  USGS QUAD   -  WYEVILLE (1981)
 PO0563
 PO0563                         *CURRENT SURVEY CONTROL
 PO0563  ___________________________________________________________________
 PO0563* NAD 83(1991)-  44 01 06.03090(N)    090 26 29.18316(W)     ADJUSTED  
 PO0563* NAVD 88     -       289.     (meters)     948.     (feet)  SCALED    
 PO0563  ___________________________________________________________________
 PO0563  LAPLACE CORR-          -6.74  (seconds)                    DEFLEC99
 PO0563  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 PO0563
 PO0563  HORZ ORDER  -  FIRST
 PO0563
 PO0563.The horizontal coordinates were established by classical geodetic methods
 PO0563.and adjusted by the National Geodetic Survey in March 1999..
 PO0563
 PO0563.The orthometric height was scaled from a topographic map.
 PO0563
 PO0563.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0563
 PO0563.The geoid height was determined by GEOID03.
 PO0563
 PO0563;                    North         East     Units Scale Factor Converg.
 PO0563;SPC WI S     -   224,318.765   564,605.206   MT  0.99999054   -0 18 11.9
 PO0563;SPC WI S     -   735,952.48  1,852,375.58   sFT  0.99999054   -0 18 11.9
 PO0563;UTM  15      - 4,877,092.824   705,069.524   MT  1.00011725   +1 46 42.7
 PO0563
 PO0563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0563!SPC WI S     -   0.99996002  x   0.99999054  =   0.99995056
 PO0563!UTM  15      -   0.99996002  x   1.00011725  =   1.00007727
 PO0563
 PO0563|---------------------------------------------------------------------|
 PO0563| PID    Reference Object                     Distance      Geod. Az  |
 PO0563|                                                           dddmmss.s |
 PO0563| CJ4862 DRY RM 1                             14.960 METERS 11747     |
 PO0563| CJ4863 DRY RM 2                             10.470 METERS 17835     |
 PO0563|---------------------------------------------------------------------|
 PO0563
 PO0563                          SUPERSEDED SURVEY CONTROL
 PO0563
 PO0563  NAD 83(1991)-  44 01 06.03045(N)    090 26 29.18325(W) AD(       ) 1
 PO0563  NAD 83(1986)-  44 01 06.03054(N)    090 26 29.19021(W) AD(       ) 1
 PO0563  NAD 27      -  44 01 06.16000(N)    090 26 28.71400(W) AD(       ) 1
 PO0563
 PO0563.Superseded values are not recommended for survey control.
 PO0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0563.See file dsdata.txt to determine how the superseded data were derived.
 PO0563
 PO0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0507077093(NAD 83)
 PO0563_MARKER: DS = TRIANGULATION STATION DISK
 PO0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0563
 PO0563  HISTORY     - Date     Condition        Report By
 PO0563  HISTORY     - 1926     MONUMENTED       CGS
 PO0563  HISTORY     - 1935     GOOD             CGS
 PO0563  HISTORY     - 1961     MARK NOT FOUND   USGS
 PO0563  HISTORY     - 1973     GOOD             WIDT
 PO0563
 PO0563                          STATION DESCRIPTION
 PO0563
 PO0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PO0563'STATION IS APPROXIMATELY 3 MILES W OF THE VILLAGE OF WYEVILLE.
 PO0563'STATION OFFSET FROM N RAIL OF TRACK 3.33 METERS, 10.6 METERS
 PO0563'N OF S RIGHT-OF-WAY FENCE.
 PO0563'
 PO0563'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 PO0563'DISKS SET IN CONCRETE POSTS.
 PO0563
 PO0563                          STATION RECOVERY (1935)
 PO0563
 PO0563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (TRB)
 PO0563'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE
 PO0563'WITH THE FOLLOWING ADDITION--190 FEET E OF MILEPOST 157.
 PO0563
 PO0563                          STATION RECOVERY (1961)
 PO0563
 PO0563'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 PO0563'STATION MARK NOT FOUND.  R.M. 1 AND R.M. 2 WERE FOUND IN
 PO0563'GOOD CONDITION.
 PO0563'
 PO0563'R.M. 2 IS 0.5 MILE S AND 3.0 MILE W OF WYEVILLE IN T18N, R1W,
 PO0563'NEAR THE CENTER OF SE 1/4 CORNER SEC. 24 ON CHICAGO AND
 PO0563'NORTHWESTERN RY R/W.  IT IS 38 FEET S OF SOUTH RAIL, ONE FOOT N
 PO0563'OF S R/W FENCE AND ABOUT 170 FEET E OF MILEPOST 157.  A STANDARD
 PO0563'TABLET SET IN TOP OF A CONCRETE POST AND STAMPED DRY NO. 2.
 PO0563
 PO0563                          STATION RECOVERY (1973)
 PO0563
 PO0563'RECOVERY NOTE BY WI DEPT OF TRANSP 1973 (GFN)
 PO0563'R.M. 1-GOOD
 PO0563'
 PO0563'R.M. 2-GOOD
 PO0563'
 PO0563'NO ATTEMPT MADE TO RECOVER STATION, BENEATH PRIVATE CROSSING
 PO0563'ACROSS R.R. TRACKS.  LAST DESCRIPTION ADEQUATE WITH ADDITION
 PO0563'OF STATION IS 930 FT EAST OF ROAD CROSSING RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5687 ***********************************************************************
 DH5687  DESIGNATION -  DUANE
 DH5687  PID         -  DH5687
 DH5687  STATE/COUNTY-  WI/JUNEAU
 DH5687  USGS QUAD   -  NEW MINER (1969)
 DH5687
 DH5687                         *CURRENT SURVEY CONTROL
 DH5687  ___________________________________________________________________
 DH5687* NAD 83(1997)-  44 07 34.34920(N)    090 00 49.16411(W)     ADJUSTED  
 DH5687* NAVD 88     -                                                        
 DH5687  ___________________________________________________________________
 DH5687  X           -      -1,093.070 (meters)                     COMP
 DH5687  Y           -  -4,585,902.011 (meters)                     COMP
 DH5687  Z           -   4,418,341.496 (meters)                     COMP
 DH5687  LAPLACE CORR-          -4.51  (seconds)                    DEFLEC99
 DH5687  ELLIP HEIGHT-         248.50  (meters)          (08/01/05) GPS OBS
 DH5687  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 DH5687
 DH5687  HORZ ORDER  -  FIRST
 DH5687  ELLP ORDER  -  SECOND    CLASS I
 DH5687
 DH5687.The horizontal coordinates were established by GPS observations
 DH5687.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5687
 DH5687
 DH5687.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5687
 DH5687.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5687
 DH5687.The ellipsoidal height was determined by GPS observations
 DH5687.and is referenced to NAD 83.
 DH5687
 DH5687.The geoid height was determined by GEOID03.
 DH5687
 DH5687;                    North         East     Units Scale Factor Converg.
 DH5687;SPC WI S     -   236,210.589   598,906.959   MT  1.00001264   -0 00 33.8
 DH5687;SPC WI S     -   774,967.57  1,964,913.91   sFT  1.00001264   -0 00 33.8
 DH5687;UTM  15      - 4,890,227.811   738,922.751   MT  1.00030212   +2 04 48.7
 DH5687;UTM  16      - 4,890,307.549   258,891.975   MT  1.00031503   -2 05 57.3
 DH5687
 DH5687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5687!SPC WI S     -   0.99996104  x   1.00001264  =   0.99997368
 DH5687!UTM  15      -   0.99996104  x   1.00030212  =   1.00026314
 DH5687!UTM  16      -   0.99996104  x   1.00031503  =   1.00027605
 DH5687
 DH5687                          SUPERSEDED SURVEY CONTROL
 DH5687
 DH5687.No superseded survey control is available for this station.
 DH5687
 DH5687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ3892390228(NAD 83)
 DH5687_MARKER: DH = HORIZONTAL CONTROL DISK
 DH5687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5687_STAMPING: DUANE 1985
 DH5687_MARK LOGO: WIDT  
 DH5687_PROJECTION: FLUSH
 DH5687_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5687+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2003
 DH5687
 DH5687  HISTORY     - Date     Condition        Report By
 DH5687  HISTORY     - 1985     MONUMENTED       WIDT
 DH5687  HISTORY     - 20030826 GOOD             WIDT
 DH5687
 DH5687                          STATION DESCRIPTION
 DH5687
 DH5687'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5687'OWNERSHIP--JUNEAU COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5687'STATE HIGHWAY 21  WITH COUNTY HIGHWAY G ABOUT 1 MI EAST OF THE VILLAGE
 DH5687'OF NECEDAH, GO NORTH ON COUNTY  HIGHWAY G FOR 6.8 MI TO 10TH STREET,
 DH5687'TURN RIGHT AND GO EAST ON 10TH STREET FOR 2.0 MI TO  19 TH AVENUE ON
 DH5687'THE LEFT AND A ENTRANCE FOR A SMALL BOAT PUBLIC BOAT LANDING DIRECTLY
 DH5687'AHEAD, CONTINUE STRAIGHT AHEAD GOING EAST ON THE BOAT LANDING ENTRANCE
 DH5687'FOR 0.1 MI TO  THE STATION ON THE RIGHT.  THE STATION IS A ALUMINUM
 DH5687'WISCONSIN DEPARMENT OF  TRANSPORTATION HORIZONTAL CONTROL DISK SET IN
 DH5687'THE TOP OF A 35-CM DIAMETER CONCRETE  POST ABOUT LEVEL WITH THE
 DH5687'PARKING LOT GRAVEL.  THE STATION IS 22 M SOUTH OF THE  CENTERLINE OF
 DH5687'THE BOAT LANDING, 17 M NORTHEAST OF A YELLOW METAL WITNESS POST, 13.9
 DH5687'M  SOUTHEAST OF A YELLOW METAL WITNESS POST, AND 0.3 WEST OF A YELLOW
 DH5687'METAL WITNESS  POST.  ---NOTE--- THIS STATION HAS NO VISIBLE
 DH5687'OBSTRUCTIONS EXTENDING HIGHER THAN 15  DEGREES ABOVE THE HORIZON
 DH5687'EXCEPT FOR THE TREES TO THE NORTH AND SOUTH-SOUTHWEST  EXTENDING TO 30
 DH5687'DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1217 ***********************************************************************
 PN1217  DESIGNATION -  DUBAY
 PN1217  PID         -  PN1217
 PN1217  STATE/COUNTY-  WI/PORTAGE
 PN1217  USGS QUAD   -  DANCY (1991)
 PN1217
 PN1217                         *CURRENT SURVEY CONTROL
 PN1217  ___________________________________________________________________
 PN1217* NAD 83(1991)-  44 40 16.43230(N)    089 43 10.76230(W)     ADJUSTED  
 PN1217* NAVD 88     -       361.     (meters)    1184.     (feet)  VERTCON   
 PN1217  ___________________________________________________________________
 PN1217  LAPLACE CORR-          -7.04  (seconds)                    DEFLEC99
 PN1217  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 PN1217
 PN1217  HORZ ORDER  -  SECOND
 PN1217
 PN1217.The horizontal coordinates were established by classical geodetic methods
 PN1217.and adjusted by the National Geodetic Survey in November 1991..
 PN1217
 PN1217.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1217
 PN1217.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1217
 PN1217.The geoid height was determined by GEOID03.
 PN1217
 PN1217;                    North         East     Units Scale Factor Converg.
 PN1217;SPC WI C     -    93,143.987   622,229.044   MT  0.99994707   +0 11 52.1
 PN1217;SPC WI C     -   305,589.90  2,041,429.79   sFT  0.99994707   +0 11 52.1
 PN1217;UTM  16      - 4,950,027.739   284,426.175   MT  1.00017151   -1 54 45.9
 PN1217
 PN1217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1217!SPC WI C     -   0.99994887  x   0.99994707  =   0.99989595
 PN1217!UTM  16      -   0.99994887  x   1.00017151  =   1.00012037
 PN1217
 PN1217:                Primary Azimuth Mark                     Grid Az
 PN1217:SPC WI C     -  RIB MTN TV WSAU WAOW MAST                004 18 50.2
 PN1217:UTM  16      -  RIB MTN TV WSAU WAOW MAST                006 25 28.2
 PN1217
 PN1217|---------------------------------------------------------------------|
 PN1217| PID    Reference Object                     Distance      Geod. Az  |
 PN1217|                                                           dddmmss.s |
 PN1217| PN1168 RIB MTN TV WSAU WAOW MAST           APPROX.27.8 KM 0043042.3 |
 PN1217| CR9801 MOSINEE LOT                                        0121104.9 |
 PN1217| PN1218 DUBAY RM 1                           15.913 METERS 02424     |
 PN1217| PN1219 DUBAY RM 2                           10.489 METERS 15146     |
 PN1217|---------------------------------------------------------------------|
 PN1217
 PN1217                          SUPERSEDED SURVEY CONTROL
 PN1217
 PN1217  NAD 83(1986)-  44 40 16.43062(N)    089 43 10.76782(W) AD(       ) 2
 PN1217  NGVD 29 (01/12/90)  361.     (m)         1184.     (f) VERT ANG       
 PN1217
 PN1217.Superseded values are not recommended for survey control.
 PN1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1217.See file dsdata.txt to determine how the superseded data were derived.
 PN1217
 PN1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ8442650028(NAD 83)
 PN1217_MARKER: DE = TRAVERSE STATION DISK
 PN1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN1217_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1217+STABILITY: SURFACE MOTION
 PN1217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN1217+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2005
 PN1217
 PN1217  HISTORY     - Date     Condition        Report By
 PN1217  HISTORY     - 1980     MONUMENTED       WIDT
 PN1217  HISTORY     - 20050924 GOOD             USPSQD
 PN1217
 PN1217                          STATION DESCRIPTION
 PN1217
 PN1217'DESCRIBED BY WI DEPT OF TRANSP 1980 (LTK)
 PN1217'THE STATION IS LOCATED ABOUT 13 MILES NORTHWEST OF STEVENS POINT, 8
 PN1217'MILES SOUTH SOUTHWEST OF MOSINEE, AND 7 MILES NORTH NORTHEAST OF
 PN1217'JUNCTION CITY ON RIGHT OF WAY OF STH 34.
 PN1217'
 PN1217'TO REACH THE STATION FROM THE JUNCTION OF USH 10 AND STH 34 ABOUT 3
 PN1217'MILES EAST OF JUNCTION CITY, GO NORTH ON STH 34 FOR 5.3 MILES TO
 PN1217'STATION ON WEST SIDE OF HIGHWAY NEAR CREST OF A HILL.
 PN1217'
 PN1217'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---DUBAY 1980---.
 PN1217'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 PN1217'MONUMENT WHICH PROJECTS 4 INCHES ABOVE GROUND.  IT IS 59.5 FEET WEST
 PN1217'OF THE CENTER OF STH 34, 57 FEET SOUTHWEST OF THE WEST POST OF THE
 PN1217'LAKE DUBAY COUNTY PARK SIGN, AND 4 FEET EAST OF POWER POLE NUMBER
 PN1217'--578--.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 PN1217'CONCRETE 4.5 FEET BELOW THE GROUND SURFACE.
 PN1217'
 PN1217'REFERENCE MARK 1 IS A BERNSTEN 5 FOOT DRIVEABLE ALUMINUM ROD WITH A
 PN1217'MAGNETIC CAP DRIVEN FLUSH WITH THE GROUND.  THE CAP IS STAMPED---DUBAY
 PN1217'RM 1 1980---.  IT IS 54 FEET NORTHEAST OF POWER POLE NUMBER--578--,
 PN1217'40 FEET WEST OF THE CENTER OF STH 34, AND 12 FEET WEST OF THE
 PN1217'WEST POST OF THE LAKE DUBAY COUNTY PARK SIGN.
 PN1217'
 PN1217'REFERENCE MARK 2 IS A BERNSTEN 5 FOOT DRIVEABLE ALUMINUM ROD WITH A
 PN1217'MAGNETIC CAP DRIVEN FLUSH WITH THE GROUND.  THE CAP IS STAMPED---DUBAY
 PN1217'RM 2 1980---.  IT IS 42 FEET EAST OF A METAL POST, 37.5 FEET SOUTHWEST
 PN1217'OF POWER POLE NUMBER--578--, AND 21.5 FEET WEST OF THE CENTER OF S
 PN1217'34.
 PN1217'
 PN1217'THE STATION, MOSINEE LOOKOUT TOWER, IS THE TOP CENTER OF A GRAY, FOUR
 PN1217'LEGGED SKELETON STEEL TOWER.  THE TOWER IS 120 FEET TALL AND IS OWNED
 PN1217'BY THE WISCONSIN DEPARTMENT OF NATURAL RESOURCES.  IT IS LOCATED 1.0
 PN1217'MILE EAST OF THE CENTER OF MOSINEE, 0.2 MILE WEST OF USH 51, AND JUST
 PN1217'SOUTH OF RANGER STREET AT THE MOSINEE RANGER STATION.  THIS LANDMARK
 PN1217'STATION IS NOT TO BE POSITIONED BUT IS ONLY TO BE USED FOR AZIMUTH
 PN1217'CONTROL FROM STATION DUBAY WIDT.
 PN1217'
 PN1217'THE STATION, WLJY RADIO MAST, IS THE LIGHT ATOP THE CENTER OF A 400
 PN1217'FOOT HIGH GRAY GUYED MAST.  THE MAST IS OWNED BY JACK HAKMAN OF THE
 PN1217'WLJY RADIO STATION IN MARSHFIELD, WISCONSIN.  TO REACH THIS MAST FROM
 PN1217'THE INTERSECTION OF STH 10 AND CTH N EAST OF MILLADORE, GO NORTH ON
 PN1217'CTH N FOR 2.45 MILES TO YELLOWSTONE DRIVE.  TURN RIGHT AND GO EAST ON
 PN1217'YELLOWSTONE DRIVE FOR 0.45 MILES TO TOWER ON LEFT ABOUT 500 FEET NORTH
 PN1217'OF YELLOWSTONE DRIVE.  ALTHOUGH THIS LANDMARK STATION WAS TO BE
 PN1217'POSITIONED, IT PROBABLY WILL ONLY SERVE AS AZIMUTH CONTROL FOR STATION
 PN1217'DUBAY WIDT.
 PN1217'
 PN1217'THE STATION, UNIDENTIFIED MAST NEAR BERGEN, IS THE TOP CENTER OF AN
 PN1217'UNIDENTIFIED MAST WEST OF NGS TRIANGULATION STATION BERGEN.  THIS
 PN1217'LANDMARK STATION WAS SIGHTED FOR AZIMUTH CONTROL FROM TRAVERSE STATION
 PN1217'DUBAY WIDT, BUT IT WAS NEVER DESCRIBED, AND WILL NOT BE POSITIONED.
 PN1217'
 PN1217'NO AZIMUTH MARK WAS SET.  HEIGHT OF LIGHT ABOVE MARK WAS 2.24 METERS.
 PN1217
 PN1217                          STATION RECOVERY (2005)
 PN1217
 PN1217'RECOVERY NOTE BY US POWER SQUADRON 2005 (DS)
 PN1217'RM1 AND RM2 NOT FOUND. ROADWAY REWORKED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0029 ***********************************************************************
 PN0029  DESIGNATION -  DUCK
 PN0029  PID         -  PN0029
 PN0029  STATE/COUNTY-  WI/BROWN
 PN0029  USGS QUAD   -  GREEN BAY WEST (1992)
 PN0029
 PN0029                         *CURRENT SURVEY CONTROL
 PN0029  ___________________________________________________________________
 PN0029* NAD 83(1991)-  44 34 47.82909(N)    088 05 04.92686(W)     ADJUSTED  
 PN0029* NAVD 88     -       188.925  (meters)     619.83   (feet)  ADJUSTED  
 PN0029  ___________________________________________________________________
 PN0029  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 PN0029  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 PN0029  DYNAMIC HT  -         188.903 (meters)     619.76  (feet)  COMP
 PN0029  MODELED GRAV-     980,496.6   (mgal)                       NAVD 88
 PN0029
 PN0029  HORZ ORDER  -  FIRST
 PN0029  VERT ORDER  -  FIRST     CLASS II
 PN0029
 PN0029.The horizontal coordinates were established by classical geodetic methods
 PN0029.and adjusted by the National Geodetic Survey in November 1991..
 PN0029
 PN0029.The orthometric height was determined by differential leveling
 PN0029.and adjusted by the National Geodetic Survey in June 1991..
 PN0029
 PN0029.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0029
 PN0029.The geoid height was determined by GEOID03.
 PN0029
 PN0029.The dynamic height is computed by dividing the NAVD 88
 PN0029.geopotential number by the normal gravity value computed on the
 PN0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0029.degrees latitude (g = 980.6199 gals.).
 PN0029
 PN0029.The modeled gravity was interpolated from observed gravity values.
 PN0029
 PN0029;                    North         East     Units Scale Factor Converg.
 PN0029;SPC WI C     -    84,756.563   752,093.404   MT  0.99995400   +1 21 05.0
 PN0029;SPC WI C     -   278,072.16  2,467,493.11   sFT  0.99995400   +1 21 05.0
 PN0029;UTM  16      - 4,936,862.354   413,886.484   MT  0.99969119   -0 45 41.1
 PN0029
 PN0029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0029!SPC WI C     -   0.99997605  x   0.99995400  =   0.99993006
 PN0029!UTM  16      -   0.99997605  x   0.99969119  =   0.99966725
 PN0029
 PN0029:                Primary Azimuth Mark                     Grid Az
 PN0029:SPC WI C     -  GREEN BAY CATH CH SPIRE                  177 10 41.5
 PN0029:UTM  16      -  GREEN BAY CATH CH SPIRE                  179 17 27.6
 PN0029
 PN0029|---------------------------------------------------------------------|
 PN0029| PID    Reference Object                     Distance      Geod. Az  |
 PN0029|                                                           dddmmss.s |
 PN0029| PN0891 GREEN BAY CATH CH SPIRE             APPROX. 9.1 KM 1783146.5 |
 PN0029| CJ4864 DUCK RM                              51.290 METERS 22245     |
 PN0029|---------------------------------------------------------------------|
 PN0029
 PN0029                          SUPERSEDED SURVEY CONTROL
 PN0029
 PN0029  NAD 83(1986)-  44 34 47.82190(N)    088 05 04.91365(W) AD(       ) 1
 PN0029  NAD 27      -  44 34 47.84800(N)    088 05 04.51700(W) AD(       ) 1
 PN0029  NGVD 29 (??/??/92)  188.962  (m)          619.95   (f) ADJ UNCH    1 2
 PN0029
 PN0029.Superseded values are not recommended for survey control.
 PN0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0029.See file dsdata.txt to determine how the superseded data were derived.
 PN0029
 PN0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1388636862(NAD 83)
 PN0029_MARKER: DS = TRIANGULATION STATION DISK
 PN0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0029_SP_SET: CONCRETE POST
 PN0029_STAMPING: DUCK 1921
 PN0029_MARK LOGO: CGS   
 PN0029_PROJECTION: FLUSH
 PN0029_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0029+STABILITY: SURFACE MOTION
 PN0029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0029+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2005
 PN0029
 PN0029  HISTORY     - Date     Condition        Report By
 PN0029  HISTORY     - 1921     MONUMENTED       CGS
 PN0029  HISTORY     - 1921     GOOD             CGS
 PN0029  HISTORY     - 1926     SEE DESCRIPTION  CGS
 PN0029  HISTORY     - 1934     GOOD             NGS
 PN0029  HISTORY     - 1964     SEE DESCRIPTION  CGS
 PN0029  HISTORY     - 1985     GOOD             NGS
 PN0029  HISTORY     - 19940523 GOOD             WI-009
 PN0029  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 PN0029  HISTORY     - 20010331 GOOD             NGS
 PN0029  HISTORY     - 20030114 GOOD             INDIV
 PN0029  HISTORY     - 20040330 MARK NOT FOUND   USPSQD
 PN0029  HISTORY     - 20050815 GOOD             WIDT
 PN0029
 PN0029                          STATION DESCRIPTION
 PN0029
 PN0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 PN0029'STATION IS ABOUT 1-1/2 MILES N OF DUCK CREEK, JUST INSIDE OF THE
 PN0029'FENCE ON THE W SIDE OF STATE HIGHWAY 15 AND 80 METERS N OF WHERE
 PN0029'THIS HIGHWAY PASSES UNDER THE CHICAGO AND NORTHWESTERN RAILWAY.
 PN0029'THE STATION IS NEARLY AT THE POINT OF INTERSECTION OF THE CENTER
 PN0029'LINE OF THE RAILROAD FROM THE E AND W.  IT IS ALSO 9.4 METERS
 PN0029'(30.85 FEET) W OF HIGHWAY MENTIONED ABOVE.
 PN0029'
 PN0029'STATION IS A STANDARD BRONZE DISK SET IN A LARGE CONCRETE BLOCK
 PN0029'3 FEET SQUARE AND 4 FEET DEEP.
 PN0029'
 PN0029'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE, AS
 PN0029'DESCRIBED IN NOTE 11A.
 PN0029
 PN0029                          STATION RECOVERY (1921)
 PN0029
 PN0029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921
 PN0029'1.2 MI N FROM DUCK CREEK.
 PN0029'1-1/4 MILES NORTH ALONG THE CHIAGO AND NORTH WESTERN RAILWAY
 PN0029'FROM THE STATION AT DUCK CREEK, BROWN COUNTY, 87 YARDS NORTH
 PN0029'OF THE UNDERGRADE CROSSING OF STATE HIGHWAY 39, AT A CURVE,
 PN0029'NEARLY AT THE POINT OF INTERSECTION OF THE TANGENTS, JUST INSIDE
 PN0029'THE FENCE ON THE WEST SIDE OF THE HIGHWAY, AND 39 FEET WEST OF
 PN0029'THE CENTER LINE OF THE HIGHWAY.  A STANDARD TRIANGULATION-STATION
 PN0029'DISK, STAMPED DUCK 1921 AND SET IN THE TOP OF A CONCRETE POST.
 PN0029
 PN0029                          STATION RECOVERY (1926)
 PN0029
 PN0029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PN0029'HAVE DESCRIPTION AS BENCH MARK ONLY.  RECOVERED AS DESCRIBED.
 PN0029'IN GOOD CONDITION.
 PN0029
 PN0029                          STATION RECOVERY (1934)
 PN0029
 PN0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PN0029'RECOVERED IN GOOD CONDITION.
 PN0029
 PN0029                          STATION RECOVERY (1964)
 PN0029
 PN0029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 PN0029'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND FOUND IN
 PN0029'GOOD CONDITION.  THE COUNTY ROAD PAST THE STATION IS TO BE
 PN0029'IMPROVED BUT THE STATION WILL BE JUST OUTSIDE THE CONSTRUCTION
 PN0029'LIMITS.  A METAL WITNESS POST WAS SET BESIDE THE STATION MARK.
 PN0029'
 PN0029'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 41 AND
 PN0029'141, IN THE NORTHWEST PART OF GREEN BAY, GO NORTHWEST ON U.S.
 PN0029'41 AND 141 FOR 1.65 MILES TO CROSSROADS AND JUNCTION WITH
 PN0029'COUNTY ROAD AA, TURN LEFT AND GO WESTERLY ON COUNTY ROUTE AA
 PN0029'AND GLENDALE AVENUE FOR 0.65 MILE TO CROSSROADS AND JUNCTION WITH
 PN0029'COUNTY ROUTE M, TURN RIGHT AND GO NORTH ON COUNTY ROUTE M FOR
 PN0029'0.95 MILE TO STATION ON LEFT JUST AFTER PASSING THROUGH AN
 PN0029'UNDERPASS.
 PN0029
 PN0029                          STATION RECOVERY (1985)
 PN0029
 PN0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0029'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN HOWARD,
 PN0029'AT THE INTERSECTION OF CARDINAL LANE AND THE CHICAGO AND NORTHWESTERN
 PN0029'RAILROAD, 72.6 M (238.2 FT) NORTH OF THE NEAR RAIL, AND 12.0 M (39.4
 PN0029'FT) WEST OF THE CENTERLINE OF THE LANE.
 PN0029'THE MARK IS 0.8 METERS  N FROM  A WITNESS POST
 PN0029'THE MARK IS 1.0 M ABOVE THE LANE.
 PN0029
 PN0029                          STATION RECOVERY (1994)
 PN0029
 PN0029'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0029'RECOVERED AS DESCRIBED.
 PN0029
 PN0029                          STATION RECOVERY (1996)
 PN0029
 PN0029'RECOVERY NOTE BY US POWER SQUADRON 1996
 PN0029'MARK NOT FOUND.
 PN0029
 PN0029                          STATION RECOVERY (2001)
 PN0029
 PN0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PN0029'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PN0029
 PN0029                          STATION RECOVERY (2003)
 PN0029
 PN0029'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (LVH)
 PN0029'FOUND AS DESCRIBED
 PN0029
 PN0029                          STATION RECOVERY (2004)
 PN0029
 PN0029'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0029'MARK NOT FOUND.
 PN0029
 PN0029                          STATION RECOVERY (2005)
 PN0029
 PN0029'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0029'RECOVERED IN GOOD CONDITION. ADD-THE STATION IS 7.6 M SOUTH OF THE
 PN0029'SOUTH EDGE OF A DRIVEWAY FOR 1437 CARDINAL LANE, 7.6 M NORTH OF THE
 PN0029'NORTH EDGE OF A DRIVEWAY FOR 1427 CARDINAL LANE, 2.7 M NORTHEAST OF A
 PN0029'POWER PEDESTAL NUMBERED --31CC44--, 2.4 M NORTHEAST OF A TELEPHONE
 PN0029'PEDESTAL NUMBERED 1427--, AND 0.6 M NORTH OF AN ORANGE FIBERGLASS
 PN0029'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0623 ***********************************************************************
 PO0623  DESIGNATION -  DUN
 PO0623  PID         -  PO0623
 PO0623  STATE/COUNTY-  WI/EAU CLAIRE
 PO0623  USGS QUAD   -  FAIRCHILD (1979)
 PO0623
 PO0623                         *CURRENT SURVEY CONTROL
 PO0623  ___________________________________________________________________
 PO0623* NAD 83(1991)-  44 36 39.37185(N)    090 59 17.50388(W)     ADJUSTED  
 PO0623* NAVD 88     -       345.0    (meters)    1132.     (feet)  VERTCON   
 PO0623  ___________________________________________________________________
 PO0623  LAPLACE CORR-          -6.31  (seconds)                    DEFLEC99
 PO0623  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 PO0623
 PO0623  HORZ ORDER  -  SECOND
 PO0623
 PO0623.The horizontal coordinates were established by classical geodetic methods
 PO0623.and adjusted by the National Geodetic Survey in November 1991..
 PO0623
 PO0623.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0623
 PO0623.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0623
 PO0623.The geoid height was determined by GEOID03.
 PO0623
 PO0623;                    North         East     Units Scale Factor Converg.
 PO0623;SPC WI C     -    86,882.997   521,564.167   MT  0.99995136   -0 41 50.1
 PO0623;SPC WI C     -   285,048.63  1,711,165.10   sFT  0.99995136   -0 41 50.1
 PO0623;UTM  15      - 4,941,700.463   659,630.856   MT  0.99991337   +1 24 47.4
 PO0623
 PO0623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0623!SPC WI C     -   0.99995094  x   0.99995136  =   0.99990230
 PO0623!UTM  15      -   0.99995094  x   0.99991337  =   0.99986432
 PO0623
 PO0623:                Primary Azimuth Mark                     Grid Az
 PO0623:SPC WI C     -  FAIRCHILD TV STA WEAU MAST               020 32 07.4
 PO0623:UTM  15      -  FAIRCHILD TV STA WEAU MAST               018 25 29.9
 PO0623
 PO0623|---------------------------------------------------------------------|
 PO0623| PID    Reference Object                     Distance      Geod. Az  |
 PO0623|                                                           dddmmss.s |
 PO0623| PO0625 FAIRCHILD TV STA WEAU MAST          APPROX. 6.2 KM 0195017.3 |
 PO0623| CJ4865 DUN RM 1                             34.786 METERS 09042     |
 PO0623| CJ4866 DUN RM 2                             49.136 METERS 13547     |
 PO0623|---------------------------------------------------------------------|
 PO0623
 PO0623                          SUPERSEDED SURVEY CONTROL
 PO0623
 PO0623  NAD 83(1986)-  44 36 39.36846(N)    090 59 17.51549(W) AD(       ) 2
 PO0623  NAD 27      -  44 36 39.50401(N)    090 59 16.97732(W) AD(       ) 2
 PO0623  NGVD 29 (07/19/86)  345.0    (m)         1132.     (f) VERT ANG       
 PO0623
 PO0623.Superseded values are not recommended for survey control.
 PO0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0623.See file dsdata.txt to determine how the superseded data were derived.
 PO0623
 PO0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK5963141700(NAD 83)
 PO0623_MARKER: DD = SURVEY DISK
 PO0623_SETTING: 0 = UNSPECIFIED SETTING
 PO0623
 PO0623  HISTORY     - Date     Condition        Report By
 PO0623  HISTORY     - 1967     MONUMENTED       USGS
 PO0623
 PO0623                          STATION DESCRIPTION
 PO0623
 PO0623'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JFS)
 PO0623'STATION IS LOCATED ABOUT 1.5 MI. NW. OF FAIRCHILD, ALONG COUNTY
 PO0623'HWY. MM, 0.2 MI W. OF JCT. WITH U.S. HWY. 12, ON LAND OWNED AND
 PO0623'OCCUPIED BY FRANKLIN DUNFEE, ABOUT 200 FT NE. OF MR. DUNFEES
 PO0623'RESIDENCE, IN THE NE. QUARTER SEC. 33, T. 25 N., R. 5 W.
 PO0623'
 PO0623'TO REACH THE STATION FROM THE FAIRCHILD POST OFFICE GO S. ON
 PO0623'COUNTY HWY. H FOR 0.3 MI TO JCT. WITH U.S. HWY. 12, TURN RIGHT
 PO0623'ON U.S. HWY. 12 AND GO 1.6 MI NW. TO JCT. OF COUNTY HWY. MM,
 PO0623'TURN LEFT ON COUNTY HWY. MM AND GO W. FOR 0.2 MI TO TOP OF HILL
 PO0623'AND STATION ON THE LEFT.
 PO0623'
 PO0623'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED DUN
 PO0623'1967 CRIMPED ON 10 FT LENGTHS OF COPPER WELD RODS DRIVEN ABOUT
 PO0623'FLUSH WITH GROUND AND SET IN 6 IN. BRICK TILE FILLED WITH GRAVEL.
 PO0623'
 PO0623'NO AZIMUTH MARK WAS SET.
 PO0623'
 PO0623'STATION MARK IS AT TOP OF LOW CUTBANK, 36 FT S. OF CENTER OF
 PO0623'COUNTY HWY. MM, 197 FT E.-SE. OF JCT. OF DRIVE S. TO MR. DUNFEES
 PO0623'RESIDENCE, 115 FT W. OF A N.-S. PROPERTY LINE FENCE AND 1 FT
 PO0623'W. OF A METAL WITNESS POST.
 PO0623'
 PO0623'REFERENCE MARK NO. 1 IS 34.786 M. (114.13 FT) E. OF STATION, 39
 PO0623'FT S. OF CENTER OF COUNTY HWY. MM, 2 FT S. OF A FENCE COR AND
 PO0623'1 FT W. OF THE N.-S. PROPERTY LINE FENCE.
 PO0623'
 PO0623'REFERENCE MARK NO. 2 IS 49.136 M. (161.21 FT) SE. OF STATION,
 PO0623'152 FT S. OF CENTER OF COUNTY HWY. MM, 1 FT W. OF THE
 PO0623'N.-S. PROPERTY LINE FENCE AND 3.5 FT S. OF A POWER LINE POLE.
 PO0623'
 PO0623'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0595 ***********************************************************************
 QM0595  DESIGNATION -  DUNBAR LOT 1954
 QM0595  PID         -  QM0595
 QM0595  STATE/COUNTY-  WI/MARINETTE
 QM0595  USGS QUAD   -  DUNBAR NE (1981)
 QM0595
 QM0595                         *CURRENT SURVEY CONTROL
 QM0595  ___________________________________________________________________
 QM0595* NAD 83(1991)-  45 39 54.44213(N)    088 06 35.88898(W)     ADJUSTED  
 QM0595* NAVD 88     -       407.     (meters)    1335.     (feet)  SCALED    
 QM0595  ___________________________________________________________________
 QM0595  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 QM0595  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 QM0595
 QM0595  HORZ ORDER  -  SECOND
 QM0595
 QM0595.The horizontal coordinates were established by classical geodetic methods
 QM0595.and adjusted by the National Geodetic Survey in November 1991..
 QM0595
 QM0595.The orthometric height was scaled from a topographic map.
 QM0595
 QM0595.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0595
 QM0595.The geoid height was determined by GEOID03.
 QM0595
 QM0595;                    North         East     Units Scale Factor Converg.
 QM0595;SPC WI C     -   205,272.155   747,280.695   MT  1.00003564   +1 20 00.8
 QM0595;SPC WI C     -   673,463.73  2,451,703.41   sFT  1.00003564   +1 20 00.8
 QM0595;UTM  16      - 5,057,440.524   413,535.618   MT  0.99969191   -0 47 38.3
 QM0595
 QM0595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0595!SPC WI C     -   0.99994166  x   1.00003564  =   0.99997730
 QM0595!UTM  16      -   0.99994166  x   0.99969191  =   0.99963359
 QM0595
 QM0595                          SUPERSEDED SURVEY CONTROL
 QM0595
 QM0595  NAD 83(1986)-  45 39 54.44487(N)    088 06 35.88953(W) AD(       ) 2
 QM0595  NAD 27      -  45 39 54.59500(N)    088 06 35.45200(W) AD(       ) 2
 QM0595
 QM0595.Superseded values are not recommended for survey control.
 QM0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0595.See file dsdata.txt to determine how the superseded data were derived.
 QM0595
 QM0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1353657441(NAD 83)
 QM0595_MARKER: DS = TRIANGULATION STATION DISK
 QM0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0595_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QM0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0595+STABILITY: SURFACE MOTION
 QM0595
 QM0595  HISTORY     - Date     Condition        Report By
 QM0595  HISTORY     - 1954     MONUMENTED       CGS
 QM0595  HISTORY     - 19951014 MARK NOT FOUND   USPSQD
 QM0595
 QM0595                          STATION DESCRIPTION
 QM0595
 QM0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QM0595'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF PEMBINE,
 QM0595'3 MILES NORTHEAST OF DUNBAR AND ON THE MOST PROMINENT HILL
 QM0595'IN THE VICINITY.  IT IS A WISCONSIN FOREST SERVICE LOOKOUT
 QM0595'TOWER, 4 LEGGED STEEL STRUCTURE AND 110 FEET HIGH WITH AN
 QM0595'OBSERVATION PLATFORM A-TOP.  THE MARK IS SET IN THE CENTER OF THE
 QM0595'BASE OF THE LOOKOUT TOWER, PROJECTS 2 INCHES AND THE DISK
 QM0595'IS STAMPED DUNBAR 1954.
 QM0595'
 QM0595'A LIGHT WAS SHOWN FROM A PLATFORM 12 FEET BELOW THE OBSERVATION
 QM0595'PLATFORM.
 QM0595'
 QM0595'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 141 AND COUNTY
 QM0595'HIGHWAY 00 IN PEMBINE, GO WESTERLY ON COUNTY HIGHWAY 00 FOR
 QM0595'3.5 MILES TO THE JUNCTION OF COUNTY HIGHWAY 0.  CONTINUE WEST
 QM0595'ON COUNTY HIGHWAY 00 FOR 3.3 MILES TO A SIDE ROAD RIGHT AND A
 QM0595'SIGN (DUNBAR TOWER), TURN RIGHT (NORTH) FOR 0.85 MILE AND
 QM0595'THE STATION.
 QM0595'
 QM0595'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 QM0595
 QM0595                          STATION RECOVERY (1995)
 QM0595
 QM0595'RECOVERY NOTE BY US POWER SQUADRON 1995
 QM0595'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0679 ***********************************************************************
 OM0679  DESIGNATION -  DUNDEE
 OM0679  PID         -  OM0679
 OM0679  STATE/COUNTY-  WI/FOND DU LAC
 OM0679  USGS QUAD   -  DUNDEE (1974)
 OM0679
 OM0679                         *CURRENT SURVEY CONTROL
 OM0679  ___________________________________________________________________
 OM0679* NAD 83(1991)-  43 38 32.09062(N)    088 11 29.54412(W)     ADJUSTED  
 OM0679* NAVD 88     -       349.     (meters)    1145.     (feet)  SCALED    
 OM0679  ___________________________________________________________________
 OM0679  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 OM0679  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 OM0679
 OM0679  HORZ ORDER  -  SECOND
 OM0679
 OM0679.The horizontal coordinates were established by classical geodetic methods
 OM0679.and adjusted by the National Geodetic Survey in November 1991..
 OM0679
 OM0679.The orthometric height was scaled from a topographic map.
 OM0679
 OM0679.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0679
 OM0679.The geoid height was determined by GEOID03.
 OM0679
 OM0679;                    North         East     Units Scale Factor Converg.
 OM0679;SPC WI S     -   184,021.334   745,898.416   MT  0.99994137   +1 14 33.4
 OM0679;SPC WI S     -   603,743.33  2,447,168.39   sFT  0.99994137   +1 14 33.4
 OM0679;UTM  16      - 4,832,829.013   403,896.853   MT  0.99971360   -0 49 20.7
 OM0679
 OM0679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0679!SPC WI S     -   0.99995081  x   0.99994137  =   0.99989218
 OM0679!UTM  16      -   0.99995081  x   0.99971360  =   0.99966442
 OM0679
 OM0679:                Primary Azimuth Mark                     Grid Az
 OM0679:SPC WI S     -  DUNDEE AZ MK                             046 24 05.8
 OM0679:UTM  16      -  DUNDEE AZ MK                             048 27 59.9
 OM0679
 OM0679|---------------------------------------------------------------------|
 OM0679| PID    Reference Object                     Distance      Geod. Az  |
 OM0679|                                                           dddmmss.s |
 OM0679| CJ8065 DUNDEE AZ MK                                       0473839.2 |
 OM0679| CJ8066 DUNDEE RM 1                          23.284 METERS 05456     |
 OM0679| OM0674 BEECHWOOD MICH PLINE CO MAST        APPROX. 6.8 KM 1325356.6 |
 OM0679| OM0672 BOLTONVILLE ST JOHNS CATH CH        APPROX.15.8 KM 1551946.1 |
 OM0679| OM0676 KEWASKUM MUNICIPAL TANK             APPROX.13.5 KM 1923108.3 |
 OM0679| CJ8067 DUNDEE RM 2                          27.150 METERS 20632     |
 OM0679| OM0683 CAMPBELLSPORT MUNICIPAL TANK        APPROX. 8.9 KM 2344953.5 |
 OM0679|---------------------------------------------------------------------|
 OM0679
 OM0679                          SUPERSEDED SURVEY CONTROL
 OM0679
 OM0679  NAD 83(1986)-  43 38 32.08055(N)    088 11 29.54782(W) AD(       ) 2
 OM0679  NAD 27      -  43 38 32.10000(N)    088 11 29.19300(W) AD(       ) 2
 OM0679
 OM0679.Superseded values are not recommended for survey control.
 OM0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0679.See file dsdata.txt to determine how the superseded data were derived.
 OM0679
 OM0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0389732829(NAD 83)
 OM0679_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0679
 OM0679  HISTORY     - Date     Condition        Report By
 OM0679  HISTORY     - 1953     MONUMENTED       CGS
 OM0679  HISTORY     - 1963     SEE DESCRIPTION  ALSTER
 OM0679  HISTORY     - 1973     SEE DESCRIPTION  NGS
 OM0679  HISTORY     - 1984     GOOD             WIDT
 OM0679  HISTORY     - 20030708 MARK NOT FOUND   USPSQD
 OM0679
 OM0679                          STATION DESCRIPTION
 OM0679
 OM0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0679'STATION IS LOCATED IN THE KETTLE MORAINE STATE FOREST ABOUT
 OM0679'5 MILES NORTHEAST OF CAMPBELLSPORT AND ABOUT 1/2 MILE SOUTHWEST
 OM0679'OF DUNDEE.  IT IS 0.05 MILE SOUTHWEST OF STATE HIGHWAY 67
 OM0679'AND 7 FEET NORTHEAST OF A WHITE WITNESS POST.  THE MARK IS
 OM0679'FLUSH AND THE DISK IS STAMPED DUNDEE 1953.
 OM0679'
 OM0679'REFERENCE MARK NO. 1 IS ON THE EAST SLOPE OF THE RIDGE ABOUT
 OM0679'4 FEET LOWER IN ELEVATION THAN THE STATION MARK.  THE MARK IS
 OM0679'FLUSH AND THE DISK IS STAMPED DUNDEE NO 1 1953.
 OM0679'
 OM0679'REFERENCE MARK NO. 2 IS ON THE SOUTH SLOPE OF THE RIDGE ABOUT
 OM0679'3 FEET LOWER IN ELEVATION THAN THE STATION MARK.  THE MARK
 OM0679'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED DUNDEE NO 2
 OM0679'1953.
 OM0679'
 OM0679'AZIMUTH MARK IS 25 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 OM0679'67, 4 FEET WEST OF A TELEPHONE POLE AND 4 FEET WEST OF A WHITE
 OM0679'WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 OM0679'IS STAMPED DUNDEE 1953.
 OM0679'
 OM0679'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 67
 OM0679'AND COUNTY HIGHWAY F IN DUNDEE, GO SOUTHWEST ON HIGHWAY 67
 OM0679'FOR 0.4 MILE TO THE JUNCTION OF COUNTY HIGHWAY G.  CONTINUE
 OM0679'SOUTHWEST ON THE HIGHWAY FOR 0.15 MILE TO THE AZIMUTH MARK
 OM0679'ON THE LEFT AS DESCRIBED.  CONTINUE SOUTHWEST ON THE HIGHWAY
 OM0679'FOR 0.1 MILE TO A TRACK ROAD LEFT JUST AFTER PASSING A LARGE
 OM0679'ELM TREE ON THE LEFT.  TURN LEFT ON TRACK ROAD AND GO SOUTH
 OM0679'FOR ABOUT 0.05 MILE TO THE EAST END OF A STEEP RIDGE.  BEAR
 OM0679'RIGHT UP RIDGE FOR 0.1 MILE TO THE STATION NEAR THE CENTER OF
 OM0679'THE RIDGE.
 OM0679'
 OM0679'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 OM0679
 OM0679                          STATION RECOVERY (1963)
 OM0679
 OM0679'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1963
 OM0679'STATION AND AZIMUTH MARK FOUND IN GOOD CONDITION ON 30 APRIL
 OM0679'1963.
 OM0679
 OM0679                          STATION RECOVERY (1973)
 OM0679
 OM0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 OM0679'ALL SURFACE MARKS FOUND IN GOOD CONDITION.
 OM0679'
 OM0679'DISTANCES AND ANGLES CHECKED OK.
 OM0679'
 OM0679'ORIGINAL DESCRIPTION ADEQUATE.
 OM0679
 OM0679                          STATION RECOVERY (1984)
 OM0679
 OM0679'RECOVERY NOTE BY WI DEPT OF TRANSP 1984 (RH)
 OM0679'DUNDEE 1953 STATION AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 OM0679'CEDAR TREES WERE BLOCKING VIEW TO MOST CONTROL POINTS AT GROUND
 OM0679'LEVEL.  CAMPBELLS PORT WATER TOWER WAS ONLY VISABLE POINT.  STATION
 OM0679'IS NOW LOCATED NEAR TOP OF NATURE TRAIL STEPS FROM DNR ICE AGE
 OM0679'BUILDING PARKING LOT.
 OM0679
 OM0679                          STATION RECOVERY (2003)
 OM0679
 OM0679'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0679'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI5980 ***********************************************************************
 AI5980  DESIGNATION -  DUNDEE GPS
 AI5980  PID         -  AI5980
 AI5980  STATE/COUNTY-  WI/FOND DU LAC
 AI5980  USGS QUAD   -  DUNDEE (1974)
 AI5980
 AI5980                         *CURRENT SURVEY CONTROL
 AI5980  ___________________________________________________________________
 AI5980* NAD 83(1997)-  43 40 13.41838(N)    088 11 31.29910(W)     ADJUSTED  
 AI5980* NAVD 88     -       320.128  (meters)    1050.29   (feet)  ADJUSTED  
 AI5980  ___________________________________________________________________
 AI5980  X           -     145,793.255 (meters)                     COMP
 AI5980  Y           -  -4,618,745.907 (meters)                     COMP
 AI5980  Z           -   4,381,871.427 (meters)                     COMP
 AI5980  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AI5980  ELLIP HEIGHT-         284.79  (meters)          (07/06/00) GPS OBS
 AI5980  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 AI5980  DYNAMIC HT  -         320.057 (meters)    1050.05  (feet)  COMP
 AI5980  MODELED GRAV-     980,390.3   (mgal)                       NAVD 88
 AI5980
 AI5980  HORZ ORDER  -  B
 AI5980  VERT ORDER  -  SECOND    CLASS I
 AI5980  ELLP ORDER  -  THIRD     CLASS I
 AI5980
 AI5980.The horizontal coordinates were established by GPS observations
 AI5980.and adjusted by the National Geodetic Survey in July 2000..
 AI5980
 AI5980.The orthometric height was determined by differential leveling
 AI5980.and adjusted by the National Geodetic Survey in May 2003..
 AI5980
 AI5980.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5980
 AI5980.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5980
 AI5980.The ellipsoidal height was determined by GPS observations
 AI5980.and is referenced to NAD 83.
 AI5980
 AI5980.The geoid height was determined by GEOID03.
 AI5980
 AI5980.The dynamic height is computed by dividing the NAVD 88
 AI5980.geopotential number by the normal gravity value computed on the
 AI5980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5980.degrees latitude (g = 980.6199 gals.).
 AI5980
 AI5980.The modeled gravity was interpolated from observed gravity values.
 AI5980
 AI5980;                    North         East     Units Scale Factor Converg.
 AI5980;SPC WI S     -   187,146.810   745,791.299   MT  0.99994356   +1 14 32.1
 AI5980;SPC WI S     -   613,997.49  2,446,816.95   sFT  0.99994356   +1 14 32.1
 AI5980;UTM  16      - 4,835,955.603   403,902.437   MT  0.99971359   -0 49 23.4
 AI5980
 AI5980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5980!SPC WI S     -   0.99995534  x   0.99994356  =   0.99989891
 AI5980!UTM  16      -   0.99995534  x   0.99971359  =   0.99966895
 AI5980
 AI5980                          SUPERSEDED SURVEY CONTROL
 AI5980
 AI5980  NAVD 88 (06/11/03)  320.13   (m)         1050.3    (f) LEVELING    3  
 AI5980
 AI5980.Superseded values are not recommended for survey control.
 AI5980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5980.See file dsdata.txt to determine how the superseded data were derived.
 AI5980
 AI5980_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0390235956(NAD 83)
 AI5980_MARKER: DD = SURVEY DISK
 AI5980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5980_STAMPING: DUNDEE GPS 1991
 AI5980_MARK LOGO: WIDT  
 AI5980_PROJECTION: FLUSH
 AI5980_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI5980_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5980+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2005
 AI5980
 AI5980  HISTORY     - Date     Condition        Report By
 AI5980  HISTORY     - 1991     MONUMENTED       WIDT
 AI5980  HISTORY     - 19990916 GOOD             WIDT
 AI5980  HISTORY     - 2001     GOOD             WIDT
 AI5980  HISTORY     - 20030709 GOOD             USPSQD
 AI5980  HISTORY     - 20050427 GOOD             WIDT
 AI5980
 AI5980                          STATION DESCRIPTION
 AI5980
 AI5980'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI5980'THE STATION IS LOCATED ABOUT 20.9 KM (13.00 MI) SOUTHEAST OF FOND DU
 AI5980'LAC AND 11.3 KM (7.00 MI) NORTHEAST OF CAMPBELLSPORT. OWNERSHIP--TOWN
 AI5980'OF OSCEOLA.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 45
 AI5980'WITH STATE HIGHWAY 67 ABOUT 4.8 KM (3.00 MI) NORTHEAST OF THE VILLAGE
 AI5980'OF CAMPBELLSPORT, GO NORTHEAST ON STATE HIGHWAY 67 FOR 6.1 KM (3.80
 AI5980'MI) TO STATE HIGHWAY 67 AND COUNTY HIGHWAY F (AHEAD) TURN LEFT AND GO
 AI5980'NORTH ON STATE HIGHWAY 67 FOR 0.2 KM (0.10 MI) TO COUNTY HIGHWAY F
 AI5980'WEST ON THE LEFT, TURN LEFT AND GO WEST 0.3 KM (0.20 MI) TO VISTA ROAD
 AI5980'ON THE RIGHT, TURN RIGHT AND GO NORTH ON VISTA ROAD FOR 2.3 KM (1.40
 AI5980'MI) TO MALLARD LANE ON THE RIGHT, CONTINUE NORTH ON VISTA ROAD FOR
 AI5980'0.24 KM (0.15 MI) TO THE STATION ON THE LEFT.  THE STATION IS AN
 AI5980'ALUMINUM WISCONSIN DEPARTMENT OF TRANSPORTATION CONTROL STATION DISK
 AI5980'STAMPED --DUNDEE GPS 1991-- AND SET IN THE TOP OF A 24-CM (10-INCH)
 AI5980'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 0.5 M (1.6 FT) BELOW THE
 AI5980'ROADWAY PAVEMENT.  THE STATION IS 11.9 M (39.0 FT) SOUTH OF THE
 AI5980'CENTERLINE OF VISTA ROAD, 67.3 M (220.8 FT) NORTHEAST OF THE SOUTHEAST
 AI5980'MASONRY CORNER OF AN AIRPLANE HANGER, 51.1 M (167.7 FT)
 AI5980'NORTH-NORTHWEST OF THE NORTHWEST METAL CORNER OF AN AIRPLANE HANGER,
 AI5980'AND 46.7 M (153.2 FT) WEST OF THE CENTERLINE OF PRIVATE ENTRANCE --N
 AI5980'3608--.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING
 AI5980'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI5980
 AI5980                          STATION RECOVERY (2001)
 AI5980
 AI5980'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 AI5980'RECOVERED AS DESCRIBED.
 AI5980
 AI5980                          STATION RECOVERY (2003)
 AI5980
 AI5980'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI5980'THE STATION WAS RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS
 AI5980'ABOUT 75 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE
 AI5980'SLAB SUPPORTING A STAINLESS STEEL FUEL TANK.
 AI5980
 AI5980                          STATION RECOVERY (2005)
 AI5980
 AI5980'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI5980'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 18.8 M
 AI5980'WEST-NORTHWEST OF A CONCRETE SLAB, AND 0.2 M NORTH OF A WHITE PLASTIC
 AI5980'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4859 ***********************************************************************
 DG4859  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4859  DESIGNATION -  DUNKIRK E GPS
 DG4859  PID         -  DG4859
 DG4859  STATE/COUNTY-  WI/DANE
 DG4859  USGS QUAD   -  COOKSVILLE (1976)
 DG4859
 DG4859                         *CURRENT SURVEY CONTROL
 DG4859  ___________________________________________________________________
 DG4859* NAD 83(1997)-  42 51 41.03710(N)    089 08 06.10544(W)     ADJUSTED  
 DG4859* NAVD 88     -       274.80   (meters)     901.6    (feet)  GPS OBS   
 DG4859  ___________________________________________________________________
 DG4859  X           -      70,688.851 (meters)                     COMP
 DG4859  Y           -  -4,682,083.516 (meters)                     COMP
 DG4859  Z           -   4,316,391.907 (meters)                     COMP
 DG4859  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 DG4859  ELLIP HEIGHT-         240.73  (meters)          (04/02/04) GPS OBS
 DG4859  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 DG4859
 DG4859  HORZ ORDER  -  FIRST
 DG4859  ELLP ORDER  -  FOURTH    CLASS I
 DG4859
 DG4859.The horizontal coordinates were established by GPS observations
 DG4859.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4859
 DG4859.The orthometric height was determined by GPS observations and a
 DG4859.high-resolution geoid model using precise GPS observation and
 DG4859.processing techniques.
 DG4859
 DG4859.Photographs are available for this station.
 DG4859
 DG4859.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4859
 DG4859.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4859
 DG4859.The ellipsoidal height was determined by GPS observations
 DG4859.and is referenced to NAD 83.
 DG4859
 DG4859.The geoid height was determined by GEOID03.
 DG4859
 DG4859;                    North         East     Units Scale Factor Converg.
 DG4859;SPC WI S     -    96,060.298   670,685.953   MT  0.99997664   +0 35 39.6
 DG4859;SPC WI S     -   315,157.83  2,200,408.83   sFT  0.99997664   +0 35 39.6
 DG4859;UTM  16      - 4,747,634.644   325,583.565   MT  0.99997426   -1 27 09.6
 DG4859
 DG4859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4859!SPC WI S     -   0.99996225  x   0.99997664  =   0.99993889
 DG4859!UTM  16      -   0.99996225  x   0.99997426  =   0.99993651
 DG4859
 DG4859                          SUPERSEDED SURVEY CONTROL
 DG4859
 DG4859.No superseded survey control is available for this station.
 DG4859
 DG4859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2558447635(NAD 83)
 DG4859_MARKER: DD = SURVEY DISK
 DG4859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4859_STAMPING: DUNKIRK E GPS 2002
 DG4859_MARK LOGO: WIDT  
 DG4859_PROJECTION: FLUSH
 DG4859_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4859+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4859
 DG4859  HISTORY     - Date     Condition        Report By
 DG4859  HISTORY     - 2001     MONUMENTED       WIDT
 DG4859
 DG4859                          STATION DESCRIPTION
 DG4859
 DG4859'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4859'THE STATION IS LOCATED ABOUT 25 KM WEST-SOUTHWEST OF FORT ATKINSON, 9
 DG4859'KM SOUTHEAST OF STOUGHTON AND 6 KM WEST-NORTHWEST OF EDGERTON.
 DG4859'OWNERSHIP--DANE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DG4859'INTERSTATE 39 AND INTERSTATE 90 WITH US HIGHWAY 51 ABOUT 10 KM EAST OF
 DG4859'THE CITY OF STOUGHTON, GO WEST ON US HIGHWAY 51 FOR 3.8 KM TO
 DG4859'WASHINGTON ROAD, TURN LEFT AND GO SOUTH ON WASHINGTON ROAD FOR 6.5 KM
 DG4859'TO COUNTY HIGHWAY N, TURN RIGHT AND GO WEST ON COUNTY HIGHWAY N FOR
 DG4859'0.2 KM TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DG4859'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DG4859'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DG4859'AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 9.6 M SOUTH
 DG4859'OF THE CENTERLINE OF COUNTY HIGHWAY N, 50 M EAST OF THE TOP CENTER OF
 DG4859'A 70-CM DIAMETER CORRUGATED METAL CULVERT PIPE,  26.4 M
 DG4859'SOUTH-SOUTHWEST OF POWER  POLE --1C25R 3--- , 26.2 M WEST OF A WOOD
 DG4859'POST FOR A --FOURWAY INTERSECTION SYMBOL-- SIGN, AND 2 M NORTH OF A
 DG4859'CULTIVATED FIELD.  ---NOTE---THE STATION IS NORTHWEST,  NORTHEAST
 DG4859'SOUTH OF THREE ORANGE 4X4 PLASTIC WITNESS POSTS.   ---NOTE2---THIS
 DG4859'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 10 DEGREES
 DG4859'ABOVE THE HORIZON EXCEPT FOR POWER POLES TO THE NORTH EXTENDING TO 20
 DG4859'DEGREES.
 DG4859' 
 DG4859'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9915 ***********************************************************************
 DF9915  DESIGNATION -  DUNKIRK N GPS
 DF9915  PID         -  DF9915
 DF9915  STATE/COUNTY-  WI/DANE
 DF9915  USGS QUAD   -  STOUGHTON (1982)
 DF9915
 DF9915                         *CURRENT SURVEY CONTROL
 DF9915  ___________________________________________________________________
 DF9915* NAD 83(1997)-  42 53 52.32268(N)    089 07 57.63069(W)     ADJUSTED  
 DF9915* NAVD 88     -       267.226  (meters)     876.72   (feet)  ADJUSTED  
 DF9915  ___________________________________________________________________
 DF9915  X           -      70,839.407 (meters)                     COMP
 DF9915  Y           -  -4,679,318.510 (meters)                     COMP
 DF9915  Z           -   4,319,355.540 (meters)                     COMP
 DF9915  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 DF9915  ELLIP HEIGHT-         233.11  (meters)          (04/02/04) GPS OBS
 DF9915  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 DF9915  DYNAMIC HT  -         267.152 (meters)     876.48  (feet)  COMP
 DF9915  MODELED GRAV-     980,335.5   (mgal)                       NAVD 88
 DF9915
 DF9915  HORZ ORDER  -  FIRST
 DF9915  VERT ORDER  -  SECOND    CLASS I
 DF9915  ELLP ORDER  -  FOURTH    CLASS I
 DF9915
 DF9915.The horizontal coordinates were established by GPS observations
 DF9915.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DF9915
 DF9915.The orthometric height was determined by differential leveling
 DF9915.and adjusted by the National Geodetic Survey in February 2004..
 DF9915
 DF9915.Photographs are available for this station.
 DF9915
 DF9915.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9915
 DF9915.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9915
 DF9915.The ellipsoidal height was determined by GPS observations
 DF9915.and is referenced to NAD 83.
 DF9915
 DF9915.The geoid height was determined by GEOID03.
 DF9915
 DF9915.The dynamic height is computed by dividing the NAVD 88
 DF9915.geopotential number by the normal gravity value computed on the
 DF9915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9915.degrees latitude (g = 980.6199 gals.).
 DF9915
 DF9915.The modeled gravity was interpolated from observed gravity values.
 DF9915
 DF9915;                    North         East     Units Scale Factor Converg.
 DF9915;SPC WI S     -   100,113.239   670,836.189   MT  0.99997089   +0 35 45.4
 DF9915;SPC WI S     -   328,454.85  2,200,901.73   sFT  0.99997089   +0 35 45.4
 DF9915;UTM  16      - 4,751,679.630   325,878.508   MT  0.99997300   -1 27 07.4
 DF9915
 DF9915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9915!SPC WI S     -   0.99996344  x   0.99997089  =   0.99993433
 DF9915!UTM  16      -   0.99996344  x   0.99997300  =   0.99993644
 DF9915
 DF9915                          SUPERSEDED SURVEY CONTROL
 DF9915
 DF9915  NAVD 88 (04/02/04)  267.23   (m)          876.7    (f) LEVELING    3  
 DF9915
 DF9915.Superseded values are not recommended for survey control.
 DF9915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9915.See file dsdata.txt to determine how the superseded data were derived.
 DF9915
 DF9915_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2587951680(NAD 83)
 DF9915_MARKER: DD = SURVEY DISK
 DF9915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9915_STAMPING: DUNKIRK N GPS 2002
 DF9915_MARK LOGO: WIDT  
 DF9915_PROJECTION: FLUSH
 DF9915_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9915+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9915
 DF9915  HISTORY     - Date     Condition        Report By
 DF9915  HISTORY     - 2001     MONUMENTED       WIDT
 DF9915
 DF9915                          STATION DESCRIPTION
 DF9915
 DF9915'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9915'THE STATION IS LOCATED ABOUT 25 KM NORTH-NORTHWEST OF JANESVILLE, 15
 DF9915'KM SOUTHWEST OF CAMBRIDGE AND 7 KM SOUTHEAST OF STOUGHTON.
 DF9915'OWNERSHIP--DANE COUNTY. TO REACH THE STATION FROM THE JUNCTION OF
 DF9915'INTERSTATE HIGHWAY 39 AND INTERSTATE HIGHWAY 90  WITH US HIGHWAY 51
 DF9915'(EXIT 156) ABOUT 11 KM EAST OF THE CITY OF STOUGHTON, GO WEST ON US
 DF9915'HIGHWAY 51 FOR 3.8 KM TO WASHINGTON ROAD, TURN LEFT AND GO SOUTH ON
 DF9915'WASHINGTON ROAD FOR 2.5 KM TO COUNTY HIGHWAY A    AND THE STATION ON
 DF9915'THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9915'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9915'A 41-CM DIAMETER CONCRETE POST SET TO A DEPT OF 2.4 M AND ABOUT LEVEL
 DF9915'WITH THE HIGHWAY  PAVEMENT.  THE STATION IS 8.3 M SOUTH OF THE
 DF9915'CENTERLINE OF COUNTY HIGHWAY A, 60 M WEST OF THE CENTERLINE OF
 DF9915'WASHINGTON ROAD, 42.4 M SOUTHEAST OF POWER POLE --1C13E 3--, 36.2 M
 DF9915'SOUTHWEST OF POWER POLE --1C13E 2--, AND 2 M NORTH OF A CULTIVATED
 DF9915'FIELD. ---NOTE---THE STATION IS SOUTH, NORTHWEST AND NORTHEAST OF
 DF9915'THREE ORANGE 4X4 PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS
 DF9915'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DF9915'HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4860 ***********************************************************************
 DG4860  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4860  DESIGNATION -  DUNKIRK S GPS
 DG4860  PID         -  DG4860
 DG4860  STATE/COUNTY-  WI/DANE
 DG4860  USGS QUAD   -  COOKSVILLE (1976)
 DG4860
 DG4860                         *CURRENT SURVEY CONTROL
 DG4860  ___________________________________________________________________
 DG4860* NAD 83(1997)-  42 51 24.67860(N)    089 14 25.92200(W)     ADJUSTED  
 DG4860* NAVD 88     -       271.13   (meters)     889.5    (feet)  GPS OBS   
 DG4860  ___________________________________________________________________
 DG4860  X           -      62,071.651 (meters)                     COMP
 DG4860  Y           -  -4,682,546.428 (meters)                     COMP
 DG4860  Z           -   4,316,019.394 (meters)                     COMP
 DG4860  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 DG4860  ELLIP HEIGHT-         237.10  (meters)          (04/02/04) GPS OBS
 DG4860  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 DG4860
 DG4860  HORZ ORDER  -  FIRST
 DG4860  ELLP ORDER  -  FOURTH    CLASS I
 DG4860
 DG4860.The horizontal coordinates were established by GPS observations
 DG4860.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4860
 DG4860.The orthometric height was determined by GPS observations and a
 DG4860.high-resolution geoid model using precise GPS observation and
 DG4860.processing techniques.
 DG4860
 DG4860.Photographs are available for this station.
 DG4860
 DG4860.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4860
 DG4860.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4860
 DG4860.The ellipsoidal height was determined by GPS observations
 DG4860.and is referenced to NAD 83.
 DG4860
 DG4860.The geoid height was determined by GEOID03.
 DG4860
 DG4860;                    North         East     Units Scale Factor Converg.
 DG4860;SPC WI S     -    95,471.555   662,068.903   MT  0.99997739   +0 31 18.6
 DG4860;SPC WI S     -   313,226.26  2,172,137.73   sFT  0.99997739   +0 31 18.6
 DG4860;UTM  16      - 4,747,354.006   316,950.847   MT  1.00001223   -1 31 27.7
 DG4860
 DG4860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4860!SPC WI S     -   0.99996282  x   0.99997739  =   0.99994021
 DG4860!UTM  16      -   0.99996282  x   1.00001223  =   0.99997505
 DG4860
 DG4860                          SUPERSEDED SURVEY CONTROL
 DG4860
 DG4860.No superseded survey control is available for this station.
 DG4860
 DG4860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1695147354(NAD 83)
 DG4860_MARKER: DD = SURVEY DISK
 DG4860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4860_STAMPING: DUNKIRK S GPS 2002
 DG4860_MARK LOGO: WIDT  
 DG4860_PROJECTION: FLUSH
 DG4860_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4860+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4860
 DG4860  HISTORY     - Date     Condition        Report By
 DG4860  HISTORY     - 2001     MONUMENTED       WIDT
 DG4860
 DG4860                          STATION DESCRIPTION
 DG4860
 DG4860'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4860'THE STATION IS LOCATED ABOUT 14 KM SOUTHEAST OF OREGON, 14 KM
 DG4860'WEST-NORTHWEST OF EDGERTON AND 7 KM SOUTH OF STOUGHTON.
 DG4860'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DG4860'STATION FROM THE JUNCTION OF US HIGHWAY 51 (WEST MAIN STREET) WITH
 DG4860'STATE HIGHWAY 138 (SOUTH VAN BUREN STREET) IN THE CITY OF STOUGHTON,
 DG4860'GO SOUTH THEN WEST THEN SOUTH ON STATE HIGHWAY 138 (SOUTH VAN BUREN
 DG4860'STREET) FOR 7.0 KM TO OAK LAWN ROAD ON THE LEFT, CONTINUE SOUTH ON
 DG4860'STATE HIGHWAY 138 (SOUTH VAN BUREN STREET) FOR 0.4 KM TO THE STATION
 DG4860'ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DG4860'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DG4860'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 1.0 M
 DG4860'BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 8.5 M EAST OF THE
 DG4860'CENTERLINE OF STATE HIGHWAY 138 (SOUTH VAN BUREN STREET), 0.4 KM NORTH
 DG4860'OF OLD STAGE ROAD, 38.9 M SOUTHEAST OF POWER POLE --9FF  32/48-- ,
 DG4860'31.8 M NORTH OF A WOOD POST FOR A --NO PASSING ZONE-- SIGN, 25.9 M
 DG4860'EAST-NORTHEAST OF POWER POLE --9FF  32/46-- , AND 2 M WEST OF A
 DG4860'CULTIVATED FIELD.  ---NOTE---THE STATION IS  NORTHWEST, SOUTHWEST AND
 DG4860'EAST OF THREE ORANGE 4X4 PLASTIC WITNESS POSTS.   ---NOTE2---THIS
 DG4860'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 10 DEGREES
 DG4860'ABOVE THE HORIZON EXCEPT FOR A POWER POLE TO THE WEST EXTENDING TO 20
 DG4860'DEGREES.
 DG4860' 
 DG4860'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4861 ***********************************************************************
 DG4861  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4861  DESIGNATION -  DUNKIRK W GPS
 DG4861  PID         -  DG4861
 DG4861  STATE/COUNTY-  WI/DANE
 DG4861  USGS QUAD   -  STOUGHTON (1982)
 DG4861
 DG4861                         *CURRENT SURVEY CONTROL
 DG4861  ___________________________________________________________________
 DG4861* NAD 83(1997)-  42 53 45.64427(N)    089 13 49.91439(W)     ADJUSTED  
 DG4861* NAVD 88     -       278.66   (meters)     914.2    (feet)  GPS OBS   
 DG4861  ___________________________________________________________________
 DG4861  X           -      62,849.405 (meters)                     COMP
 DG4861  Y           -  -4,679,581.339 (meters)                     COMP
 DG4861  Z           -   4,319,212.361 (meters)                     COMP
 DG4861  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 DG4861  ELLIP HEIGHT-         244.57  (meters)          (04/02/04) GPS OBS
 DG4861  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 DG4861
 DG4861  HORZ ORDER  -  FIRST
 DG4861  ELLP ORDER  -  FOURTH    CLASS I
 DG4861
 DG4861.The horizontal coordinates were established by GPS observations
 DG4861.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4861
 DG4861.The orthometric height was determined by GPS observations and a
 DG4861.high-resolution geoid model using precise GPS observation and
 DG4861.processing techniques.
 DG4861
 DG4861.Photographs are available for this station.
 DG4861
 DG4861.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4861
 DG4861.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4861
 DG4861.The ellipsoidal height was determined by GPS observations
 DG4861.and is referenced to NAD 83.
 DG4861
 DG4861.The geoid height was determined by GEOID03.
 DG4861
 DG4861;                    North         East     Units Scale Factor Converg.
 DG4861;SPC WI S     -    99,828.730   662,846.184   MT  0.99997118   +0 31 43.3
 DG4861;SPC WI S     -   327,521.43  2,174,687.86   sFT  0.99997118   +0 31 43.3
 DG4861;UTM  16      - 4,751,680.795   317,883.285   MT  1.00000804   -1 31 07.2
 DG4861
 DG4861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4861!SPC WI S     -   0.99996165  x   0.99997118  =   0.99993283
 DG4861!UTM  16      -   0.99996165  x   1.00000804  =   0.99996969
 DG4861
 DG4861                          SUPERSEDED SURVEY CONTROL
 DG4861
 DG4861.No superseded survey control is available for this station.
 DG4861
 DG4861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1788351681(NAD 83)
 DG4861_MARKER: DD = SURVEY DISK
 DG4861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4861_STAMPING: DUNKIRK W GPS 2002
 DG4861_MARK LOGO: WIDT  
 DG4861_PROJECTION: FLUSH
 DG4861_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4861+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2005
 DG4861
 DG4861  HISTORY     - Date     Condition        Report By
 DG4861  HISTORY     - 2001     MONUMENTED       WIDT
 DG4861  HISTORY     - 20051008 GOOD             USPSQD
 DG4861
 DG4861                          STATION DESCRIPTION
 DG4861
 DG4861'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4861'THE STATION IS LOCATED ABOUT 15 KM WEST-NORTHWEST OF EDGERTON, 13 KM
 DG4861'EAST-SOUTHEAST OF OREGON  AND 3 KM SOUTH-SOUTHWEST OF STOUGHTON.
 DG4861'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DG4861'STATION FROM THE JUNCTION OF US HIGHWAY 51 (WEST MAIN STREET) WITH
 DG4861'STATE HIGHWAY 138 (SOUTH VAN BUREN STREET) IN THE CITY OF STOUGHTON,
 DG4861'GO SOUTH ON STATE HIGHWAY 138 (SOUTH VAN BUREN STREET) FOR 1.4 KM TO
 DG4861'AAKER ROAD ON THE LEFT, CONTINUE SOUTH ON STATE HIGHWAY 138 (SOUTH VAN
 DG4861'BUREN STREET) FOR 0.9 KM TO THE STATION ON THE LEFT.  THE STATION IS A
 DG4861'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DG4861'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A
 DG4861'DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DG4861'IS 9.6 M EAST OF THE CENTERLINE OF STATE HIGHWAY 138 (SOUTH VAN BUREN
 DG4861'STREET), 51.5 M SOUTH-SOUTHEAST OF A WOOD POST FOR A --TRUCK
 DG4861'ENTRANCE-- SIGN, 33.1 M SOUTH-SOUTHEAST OF A POWER POLE, 31.8 M
 DG4861'NORTHEAST OF POWER POLE --6FF  62/28--, AND 1 M WEST OF A CULTIVATED
 DG4861'FIELD.  ---NOTE---THE STATION IS SOUTHWEST, NORTHWEST EAST OF THREE
 DG4861'ORANGE 4X4 PLASTIC  WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO
 DG4861'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 10 DEGREES ABOVE THE
 DG4861'HORIZON.
 DG4861' 
 DG4861'
 DG4861
 DG4861                          STATION RECOVERY (2005)
 DG4861
 DG4861'RECOVERY NOTE BY US POWER SQUADRON 2005 (RNH)
 DG4861'THE MARK WAS DATED 2002
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1257 ***********************************************************************
 NH1257  DESIGNATION -  DUNN 1920
 NH1257  PID         -  NH1257
 NH1257  STATE/COUNTY-  WI/WALWORTH
 NH1257  USGS QUAD   -  SHARON (1994)
 NH1257
 NH1257                         *CURRENT SURVEY CONTROL
 NH1257  ___________________________________________________________________
 NH1257* NAD 83(1991)-  42 36 21.54831(N)    088 41 54.70724(W)     ADJUSTED  
 NH1257* NAVD 88     -       294.     (meters)     965.     (feet)  SCALED    
 NH1257  ___________________________________________________________________
 NH1257  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 NH1257  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 NH1257
 NH1257  HORZ ORDER  -  SECOND
 NH1257
 NH1257.The horizontal coordinates were established by classical geodetic methods
 NH1257.and adjusted by the National Geodetic Survey in November 1991..
 NH1257
 NH1257.The orthometric height was scaled from a topographic map.
 NH1257
 NH1257.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1257
 NH1257.The geoid height was determined by GEOID03.
 NH1257
 NH1257;                    North         East     Units Scale Factor Converg.
 NH1257;SPC WI S     -    68,153.836   706,797.376   MT  1.00002811   +0 53 39.3
 NH1257;SPC WI S     -   223,601.38  2,318,884.39   sFT  1.00002811   +0 53 39.3
 NH1257;UTM  16      - 4,718,459.925   360,672.573   MT  0.99983883   -1 09 00.0
 NH1257
 NH1257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1257!SPC WI S     -   0.99995920  x   1.00002811  =   0.99998731
 NH1257!UTM  16      -   0.99995920  x   0.99983883  =   0.99979804
 NH1257
 NH1257|---------------------------------------------------------------------|
 NH1257| PID    Reference Object                     Distance      Geod. Az  |
 NH1257|                                                           dddmmss.s |
 NH1257| NH1255 DUNN 1920 RM                         15.690 METERS 03829     |
 NH1257| NH0277 DARIEN                              APPROX. 0.9 KM 2402420.1 |
 NH1257|---------------------------------------------------------------------|
 NH1257
 NH1257                          SUPERSEDED SURVEY CONTROL
 NH1257
 NH1257  NAD 83(1986)-  42 36 21.54505(N)    088 41 54.71211(W) AD(       ) 2
 NH1257  NAD 27      -  42 36 21.49200(N)    088 41 54.33600(W) AD(       ) 2
 NH1257
 NH1257.Superseded values are not recommended for survey control.
 NH1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1257.See file dsdata.txt to determine how the superseded data were derived.
 NH1257
 NH1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6067318460(NAD 83)
 NH1257_MARKER: DS = TRIANGULATION STATION DISK
 NH1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1257_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NH1257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1257+STABILITY: SURFACE MOTION
 NH1257
 NH1257  HISTORY     - Date     Condition        Report By
 NH1257  HISTORY     - 1920     MONUMENTED       CGS
 NH1257  HISTORY     - 1930     GOOD             CGS
 NH1257  HISTORY     - 1935     GOOD             CGS
 NH1257  HISTORY     - 1957     SEE DESCRIPTION  CGS
 NH1257
 NH1257                          STATION DESCRIPTION
 NH1257
 NH1257'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH1257'STATION IS LOCATED ABOUT 1/2 MILE E OF DARIEN, ON THE N SIDE
 NH1257'OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD TRACK,
 NH1257'150 YARDS W OF A WAGON-ROAD CROSSING, ON THE NW BANK OF THE
 NH1257'THIRD CUT E OF DARIEN, AND 6.11 METERS (20.05 FEET) N OF THE N
 NH1257'AND NEAREST RAIL.  SURFACE, UNDERGROUND, AND REFERENCE MARKS
 NH1257'ARE STANDARD BRONZE TABLETS SET IN CONCRETE.
 NH1257'REFERENCE MARK IS ON THE SAME SIDE
 NH1257'OF THE TRACK, NEAR THE FENCE LINE, 15.68 METERS (51.44 FEET)
 NH1257'FROM THE STATION, N 38 DEG 33 MIN E.
 NH1257
 NH1257                          STATION RECOVERY (1930)
 NH1257
 NH1257'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 NH1257'MARK WAS FOUND AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 NH1257'ADEQUATE.  THIS IS A TRAVERSE STATION.
 NH1257
 NH1257                          STATION RECOVERY (1935)
 NH1257
 NH1257'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1257'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 NH1257'AS DESCRIBED.  A NEW DESCRIPTION FOLLOWS--
 NH1257'
 NH1257'STATION IS ABOUT 1/2 MILE NE OF DARIEN.  ON THE NW BANK OF
 NH1257'THE THIRD CUT ALONG THE RAILROAD NE OF DARIEN.  20 FEET NW
 NH1257'OF THE NW RAIL.  28 FEET SE OF THE NW RIGHT-OF-WAY FENCE.
 NH1257'136 FEET SW OF A LONE DOUBLE WILD CHERRY TREE.  195 YARDS
 NH1257'SW OF A FARM CROSSING.  AND IT PROJECTS 1 INCH.
 NH1257'
 NH1257'NOTE--STATION IS SO CLOSE TO THE EDGE OF THE CUT THAT A TOWER
 NH1257'COULD NOT BE BUILT OVER IT, SO THE 1920 REFERENCE MARK WAS
 NH1257'OCCUPIED.
 NH1257'
 NH1257'REFERENCE MARK, 1920, IS NE OF THE STATION.  ON THE HIGHEST
 NH1257'POINT WITHIN THE RIGHT-OF-WAY.  7 FEET SE OF THE NW RIGHT-OF-WAY
 NH1257'FENCE.  87 FEET SW OF THE WILD CHERRY TREE.  79.59 FEET NW
 NH1257'OF REFERENCE MARK, 1935.  MARK
 NH1257'IS SET FLUSH WITH THE GROUND.
 NH1257'
 NH1257'ONE NEW REFERENCE MARK WAS SET, A STANDARD BRONZE DISK SET
 NH1257'IN CONCRETE AS DESCRIBED AND IS AS FOLLOWS--
 NH1257'REFERENCE MARK, 1935, IS SE OF THE STATION.  12 FEET NW OF
 NH1257'THE SE RIGHT-OF-WAY FENCE.  19 YARDS NE OF A TELEGRAPH POLE.
 NH1257'AND PROJECTS 3 INCHES.
 NH1257'
 NH1257'DARIEN 1920 WAS USED AS AN AZIMUTH MARK, SO NO ADDITIONAL
 NH1257'AZIMUTH WAS SET.
 NH1257'
 NH1257'TO REACH FROM THE RAILROAD STATION IN DARIEN, GO N ABOUT
 NH1257'100 FEET, AND FOLLOW ROAD E ALONG THE N SIDE OF THE RAILROAD
 NH1257'0.45 MILE, TO THE LAST HOUSE ON THE ROAD.  GO THROUGH THE NW
 NH1257'RAILROAD RIGHT-OF-WAY FENCE, AND ALONG THE RIGHT-OF-WAY 0.05
 NH1257'MILE TO THE STATION.
 NH1257'
 NH1257'A LIGHT 110 FEET ABOVE BUFFALO 1920 COMES INTO VIEW 60 FEET
 NH1257'ABOVE THIS STATION.
 NH1257'
 NH1257'LIGHTS 100 FEET ABOVE MEYERS AND WEEKS COME INTO VIEW 40
 NH1257'FEET ABOVE THIS STATION.
 NH1257'
 NH1257'A LIGHT 100 FEET ABOVE KREBS COMES INTO VIEW 30 FEET ABOVE
 NH1257'THIS STATION.
 NH1257'
 NH1257'LIGHTS 100 FEET ABOVE GATES, YERKES AND KOLTZ COME INTO VIEW
 NH1257'15 FEET ABOVE THIS STATION.
 NH1257'
 NH1257'LIGHTS 2 FEET ABOVE DARIEN 1920 AND 74 FEET ABOVE ELKHORN 1920
 NH1257'ARE VISIBLE FROM THE GROUND AT THIS STATION.
 NH1257
 NH1257                          STATION RECOVERY (1957)
 NH1257
 NH1257'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1257'THE STATION AND REFERENCE MARK DUNN 1920 WERE FOUND OUT OF
 NH1257'POSITION.  MR. ROY PUTMAN WHO LIVES ABOUT 100 YARDS SOUTHWEST
 NH1257'OF THE STATION STATED THAT RAILROAD CONSTRUCTION CREWS HAD
 NH1257'GRADED THEM OUT OF THEIR ORIGINAL POSITION.  STATION DARIEN
 NH1257'1920 WHICH WAS USED AS AN AZIMUTH MARK COULD NOT BE FOUND.
 NH1257'REFERENCE MARK 1935 WAS RECOVERED AND FOUND IN GOOD CONDITION.
 NH1257'A NEW STATION DUNN 2 WAS ESTABLISHED AT THIS TIME AND A
 NH1257'TRAVERSE CONNECTION WAS MADE BETWEEN DUNN 2 AND DUNN R.M.
 NH1257'1935.  DUNN R.M. 1935 IS 434.103 FEET, 132.3144 METERS
 NH1257'SOUTHEAST OF DUNN 2 1957.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1255 ***********************************************************************
 NH1255  DESIGNATION -  DUNN 1920 RM
 NH1255  PID         -  NH1255
 NH1255  STATE/COUNTY-  WI/WALWORTH
 NH1255  USGS QUAD   -  SHARON (1994)
 NH1255
 NH1255                         *CURRENT SURVEY CONTROL
 NH1255  ___________________________________________________________________
 NH1255* NAD 83(1991)-  42 36 21.94631(N)    088 41 54.27884(W)     ADJUSTED  
 NH1255* NAVD 88     -       294.     (meters)     965.     (feet)  SCALED    
 NH1255  ___________________________________________________________________
 NH1255  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 NH1255  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 NH1255
 NH1255  HORZ ORDER  -  FIRST
 NH1255
 NH1255.The horizontal coordinates were established by classical geodetic methods
 NH1255.and adjusted by the National Geodetic Survey in November 1991..
 NH1255
 NH1255.The orthometric height was scaled from a topographic map.
 NH1255
 NH1255.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1255
 NH1255.The geoid height was determined by GEOID03.
 NH1255
 NH1255;                    North         East     Units Scale Factor Converg.
 NH1255;SPC WI S     -    68,166.268   706,806.948   MT  1.00002808   +0 53 39.6
 NH1255;SPC WI S     -   223,642.16  2,318,915.80   sFT  1.00002808   +0 53 39.6
 NH1255;UTM  16      - 4,718,472.005   360,682.581   MT  0.99983880   -1 08 59.8
 NH1255
 NH1255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1255!SPC WI S     -   0.99995920  x   1.00002808  =   0.99998728
 NH1255!UTM  16      -   0.99995920  x   0.99983880  =   0.99979801
 NH1255
 NH1255:                Primary Azimuth Mark                     Grid Az
 NH1255:SPC WI S     -  DELAVAN MUNICIPAL TANK                   053 06 46.6
 NH1255:UTM  16      -  DELAVAN MUNICIPAL TANK                   055 09 26.0
 NH1255
 NH1255|---------------------------------------------------------------------|
 NH1255| PID    Reference Object                     Distance      Geod. Az  |
 NH1255|                                                           dddmmss.s |
 NH1255| NH1260 DELAVAN MUNICIPAL TANK              APPROX. 5.1 KM 0540026.2 |
 NH1255| NH1238 ELKHORN F HOLTON AND CO TANK        APPROX.14.7 KM 0570726.1 |
 NH1255| NH1261 DELAVAN HIGH SCHOOL CUPOLA          APPROX. 4.9 KM 0581319.4 |
 NH1255| NH1262 DELAVAN ST ANDREWS CH SPIRE         APPROX. 5.7 KM 0583028.1 |
 NH1255| NH1240 ELKHORN WALWORTH CO CTHSE CUP       APPROX.14.6 KM 0592940.8 |
 NH1255| NH1232 ELKHORN ST PATRICKS CH SPIRE        APPROX.14.5 KM 0594427.9 |
 NH1255| NH1237 ELKHORN MUNICIPAL STANDPIPE         APPROX.14.7 KM 0595705.7 |
 NH1255| NH1230 ELKHORN ELEMENTARY SCH SPIRE        APPROX.15.0 KM 0604405.1 |
 NH1255| NH1264 DELAVAN BRADLEY KNIT MILLS TK       APPROX. 6.0 KM 0611522.6 |
 NH1255| NH1263 DELAVAN NESTLES MILK CO STK         APPROX. 4.6 KM 0615743.9 |
 NH1255| NH1226 DELAVAN LAKE LAWN HOTEL TANK        APPROX. 8.5 KM 0750008.3 |
 NH1255| NH1241 BORG FARMS TK 2 MI E DELAVAN        APPROX. 6.3 KM 0753932.2 |
 NH1255| NH1244 WILLIAMS BAY YERKES OBS TANK        APPROX.12.4 KM 1080555.9 |
 NH1255| NH1252 DUNN 1920 RM 1935                    24.260 METERS 15221     |
 NH1255| NH1163 WEEKS                               APPROX.14.1 KM 1874016.9 |
 NH1255| NH1164 SHARON UNITED MILK PROD CO STK      APPROX.12.1 KM 1893636.6 |
 NH1255| NH1251 SHARON MUNICIPAL TANK               APPROX.11.7 KM 1940322.0 |
 NH1255| NH1257 DUNN 1920                            15.690 METERS 21829     |
 NH1255| NH0277 DARIEN                              APPROX. 1.0 KM 2400310.1 |
 NH1255| NH1256 DARIEN DEAN MILK CO STACK           APPROX. 1.3 KM 2453749.7 |
 NH1255| NH1268 CLINTON BOWMAN DAIRY CO STACK       APPROX.15.0 KM 2462828.7 |
 NH1255|---------------------------------------------------------------------|
 NH1255
 NH1255                          SUPERSEDED SURVEY CONTROL
 NH1255
 NH1255  NAD 83(1986)-  42 36 21.94293(N)    088 41 54.28397(W) AD(       ) 1
 NH1255  NAD 27      -  42 36 21.89000(N)    088 41 53.90800(W) AD(       ) 1
 NH1255
 NH1255.Superseded values are not recommended for survey control.
 NH1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1255.See file dsdata.txt to determine how the superseded data were derived.
 NH1255
 NH1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6068318472(NAD 83)
 NH1255_MARKER: DS = TRIANGULATION STATION DISK
 NH1255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1255_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NH1255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1255+STABILITY: SURFACE MOTION
 NH1255
 NH1255  HISTORY     - Date     Condition        Report By
 NH1255  HISTORY     - 1920     MONUMENTED       CGS
 NH1255
 NH1255                          STATION DESCRIPTION
 NH1255
 NH1255'DESCRIBED BY COAST AND GEODETIC SURVEY 1920
 NH1255'TO REACH FROM THE RAILROAD STATION IN DARIEN, GO N ABOUT
 NH1255'100 FEET, AND FOLLOW ROAD E ALONG THE N SIDE OF THE RAILROAD
 NH1255'0.45 MILE, TO THE LAST HOUSE ON THE ROAD.  GO THROUGH THE NW
 NH1255'RAILROAD RIGHT-OF-WAY FENCE, AND ALONG THE RIGHT-OF-WAY 0.05
 NH1255'MILE TO THE STATION.
 NH1255'
 NH1255'REFERENCE MARK, 1920, IS NE OF THE STATION.  ON THE HIGHEST
 NH1255'POINT WITHIN THE RIGHT-OF-WAY.  7 FEET SE OF THE NW RIGHT-OF-WAY
 NH1255'FENCE.  87 FEET SW OF THE WILD CHERRY TREE.  79.59 FEET NW
 NH1255'OF REFERENCE MARK, 1935.  MARK
 NH1255'IS SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1252 ***********************************************************************
 NH1252  DESIGNATION -  DUNN 1920 RM 1935
 NH1252  PID         -  NH1252
 NH1252  STATE/COUNTY-  WI/WALWORTH
 NH1252  USGS QUAD   -  SHARON (1994)
 NH1252
 NH1252                         *CURRENT SURVEY CONTROL
 NH1252  ___________________________________________________________________
 NH1252* NAD 83(1991)-  42 36 21.24985(N)    088 41 53.78504(W)     ADJUSTED  
 NH1252* NAVD 88     -       294.     (meters)     965.     (feet)  SCALED    
 NH1252  ___________________________________________________________________
 NH1252  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 NH1252  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 NH1252
 NH1252  HORZ ORDER  -  SECOND
 NH1252
 NH1252.The horizontal coordinates were established by classical geodetic methods
 NH1252.and adjusted by the National Geodetic Survey in November 1991..
 NH1252
 NH1252.The orthometric height was scaled from a topographic map.
 NH1252
 NH1252.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1252
 NH1252.The geoid height was determined by GEOID03.
 NH1252
 NH1252;                    North         East     Units Scale Factor Converg.
 NH1252;SPC WI S     -    68,144.955   706,818.539   MT  1.00002813   +0 53 39.9
 NH1252;SPC WI S     -   223,572.24  2,318,953.82   sFT  1.00002813   +0 53 39.9
 NH1252;UTM  16      - 4,718,450.297   360,693.402   MT  0.99983876   -1 08 59.4
 NH1252
 NH1252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1252!SPC WI S     -   0.99995920  x   1.00002813  =   0.99998733
 NH1252!UTM  16      -   0.99995920  x   0.99983876  =   0.99979797
 NH1252
 NH1252                          SUPERSEDED SURVEY CONTROL
 NH1252
 NH1252  NAD 83(1986)-  42 36 21.24649(N)    088 41 53.79023(W) AD(       ) 2
 NH1252  NAD 27      -  42 36 21.19370(N)    088 41 53.41330(W) AD(       ) 2
 NH1252
 NH1252.Superseded values are not recommended for survey control.
 NH1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1252.See file dsdata.txt to determine how the superseded data were derived.
 NH1252
 NH1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6069318450(NAD 83)
 NH1252_MARKER: DS = TRIANGULATION STATION DISK
 NH1252_SETTING: 0 = UNSPECIFIED SETTING
 NH1252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH1252
 NH1252  HISTORY     - Date     Condition        Report By
 NH1252  HISTORY     - 1935     MONUMENTED       CGS
 NH1252  HISTORY     - 1957     GOOD             CGS
 NH1252
 NH1252                          STATION DESCRIPTION
 NH1252
 NH1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1252'DUNN R.M. 1935 WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 NH1252'CONDITION.  IT IS 403.294 FEET SOUTHEAST OF THE NEW STATION,
 NH1252'78 FEET NORTH OF A TELEPHONE POLE, 62 FEET SOUTH OF A TELEPHONE
 NH1252'POLE AND 35 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACK.
 NH1252'THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED DUNN
 NH1252'R.M. 1935.
 NH1252'
 NH1252'A TRAVERSE CONNECTION WAS MADE BETWEEN DUNN 2 1957 AND DUNN
 NH1252'R.M. 1935.  DUNN R.M. 1935 IS 434.103 FEET, 132.3144 METERS
 NH1252'SOUTHEAST OF STATION DUNN 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1254 ***********************************************************************
 NH1254  DESIGNATION -  DUNN 2
 NH1254  PID         -  NH1254
 NH1254  STATE/COUNTY-  WI/WALWORTH
 NH1254  USGS QUAD   -  SHARON (1994)
 NH1254
 NH1254                         *CURRENT SURVEY CONTROL
 NH1254  ___________________________________________________________________
 NH1254* NAD 83(1991)-  42 36 23.29610(N)    088 41 58.88624(W)     ADJUSTED  
 NH1254* NAVD 88     -       295.     (meters)     968.     (feet)  SCALED    
 NH1254  ___________________________________________________________________
 NH1254  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 NH1254  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 NH1254
 NH1254  HORZ ORDER  -  SECOND
 NH1254
 NH1254.The horizontal coordinates were established by classical geodetic methods
 NH1254.and adjusted by the National Geodetic Survey in November 1991..
 NH1254
 NH1254.The orthometric height was scaled from a topographic map.
 NH1254
 NH1254.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1254
 NH1254.The geoid height was determined by GEOID03.
 NH1254
 NH1254;                    North         East     Units Scale Factor Converg.
 NH1254;SPC WI S     -    68,206.276   706,701.286   MT  1.00002799   +0 53 36.4
 NH1254;SPC WI S     -   223,773.42  2,318,569.14   sFT  1.00002799   +0 53 36.4
 NH1254;UTM  16      - 4,718,515.749   360,578.432   MT  0.99983916   -1 09 02.9
 NH1254
 NH1254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1254!SPC WI S     -   0.99995905  x   1.00002799  =   0.99998703
 NH1254!UTM  16      -   0.99995905  x   0.99983916  =   0.99979821
 NH1254
 NH1254:                Primary Azimuth Mark                     Grid Az
 NH1254:SPC WI S     -  DELAVAN MUNICIPAL TANK 1957              054 13 13.6
 NH1254:UTM  16      -  DELAVAN MUNICIPAL TANK 1957              056 15 52.9
 NH1254
 NH1254|---------------------------------------------------------------------|
 NH1254| PID    Reference Object                     Distance      Geod. Az  |
 NH1254|                                                           dddmmss.s |
 NH1254| NH1259 DELAVAN MUNICIPAL TANK 1957         APPROX. 5.2 KM 0550650.0 |
 NH1254| CJ8071 DUNN 2 RM 1                                        13434     |
 NH1254| NH1147 ALDEN ATT MICROWAVE TWR KSE 26      APPROX.17.6 KM 1360509.2 |
 NH1254| NH1164 SHARON UNITED MILK PROD CO STK      APPROX.12.1 KM 1890509.2 |
 NH1254| NH1251 SHARON MUNICIPAL TANK               APPROX.11.8 KM 1933033.6 |
 NH1254| CJ8072 DUNN 2 RM 2                          20.237 METERS 20626     |
 NH1254| NH1190 RADIO STATION KSG 67 TOWER          APPROX.15.6 KM 2084842.0 |
 NH1254| NH1256 DARIEN DEAN MILK CO STACK           APPROX. 1.2 KM 2415010.8 |
 NH1254| NH1273 CLINTON MUNICIPAL TANK              APPROX.14.4 KM 2492824.8 |
 NH1254|---------------------------------------------------------------------|
 NH1254
 NH1254                          SUPERSEDED SURVEY CONTROL
 NH1254
 NH1254  NAD 83(1986)-  42 36 23.29278(N)    088 41 58.89159(W) AD(       ) 2
 NH1254  NAD 27      -  42 36 23.24000(N)    088 41 58.51430(W) AD(       ) 2
 NH1254
 NH1254.Superseded values are not recommended for survey control.
 NH1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1254.See file dsdata.txt to determine how the superseded data were derived.
 NH1254
 NH1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6057818516(NAD 83)
 NH1254_MARKER: DS = TRIANGULATION STATION DISK
 NH1254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1254
 NH1254  HISTORY     - Date     Condition        Report By
 NH1254  HISTORY     - 1957     MONUMENTED       CGS
 NH1254
 NH1254                          STATION DESCRIPTION
 NH1254
 NH1254'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WMM)
 NH1254'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF DELAVAN,
 NH1254'ABOUT 1/2 MILE NORTHEAST OF DARIEN AND ON PROPERTY OWNED BY
 NH1254'MR. ROY PUTMAN.  IT IS 65 FEET NORTH OF THE NORTHWEST CORNER
 NH1254'OF A BARN, 63 FEET NORTHWEST OF THE CENTERLINE OF A FARM LANE,
 NH1254'16 FEET NORTHEAST OF A FENCE AND 6 FEET SOUTH OF A WHITE WITNESS
 NH1254'POST.  THE MONUMENT IS UNDERGROUND 6 INCHES AND THE DISK IS
 NH1254'STAMPED DUNN 2 1957.
 NH1254'
 NH1254'TO REACH THE STATION FROM THE RAILROAD DEPOT IN DARIEN, GO
 NH1254'NORTHEAST ON WISCONSIN STREET FOR 0.1 MILE TO THE INTERSECTION
 NH1254'OF OAK STREET.  TURN RIGHT ON OAK STREET AND GO NORTHEAST FOR
 NH1254'0.15 MILE TO THE END OF PAVEMENT.  CONTINUE NORTHEAST ON
 NH1254'GRAVELED FARM LANE FOR 0.1 MILE TO THE AZIMUTH MARK ON THE
 NH1254'LEFT.  CONTINUE NORTHEAST ON FARM LANE FOR 0.2 MILE TO A HOUSE
 NH1254'ON THE RIGHT AND A BARN ON THE LEFT AND THE STATION AS
 NH1254'DESCRIBED.
 NH1254'
 NH1254'REFERENCE MARK 1 IS 25 FEET SOUTHEAST OF THE CENTERLINE OF THE
 NH1254'FARM LANE, 2 FEET NORTHEAST OF THE NORTHEAST CORNER OF A SMALL
 NH1254'SHED AND 60 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE BARN.
 NH1254'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED DUNN 2 NO 1
 NH1254'1957.
 NH1254'
 NH1254'REFERENCE MARK 2 IS 66 FEET SOUTHWEST OF THE WHITE WITNESS
 NH1254'POST AND 20 FEET WEST OF THE NORTHWEST CORNER OF THE BARN.
 NH1254'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED DUNN
 NH1254'1 NO 2 1957.
 NH1254'
 NH1254'REFERENCE MARK DUNN 1935 IS 76 FEET NORTH OF A TELEPHONE POLE,
 NH1254'62 FEET SOUTH OF A TELEPHONE POLE AND 35 FEET EAST OF THE EAST
 NH1254'RAIL OF THE RAILROAD TRACK.  THE MONUMENT PROJECTS 1 INCH
 NH1254'AND THE DISK IS STAMPED DUNN 1935.
 NH1254'
 NH1254'THE AZIMUTH MARK IS 26 FEET NORTHWEST OF THE CENTERLINE OF THE
 NH1254'FARM LANE, 2 FEET SOUTHEAST OF A FENCE AND 2 FEET NORTHEAST OF A
 NH1254'WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS
 NH1254'STAMPED DUNN 2 1957.
 NH1254'
 NH1254'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4862 ***********************************************************************
 DG4862  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4862  DESIGNATION -  DUNN C GPS
 DG4862  PID         -  DG4862
 DG4862  STATE/COUNTY-  WI/DANE
 DG4862  USGS QUAD   -  RUTLAND (1982)
 DG4862
 DG4862                         *CURRENT SURVEY CONTROL
 DG4862  ___________________________________________________________________
 DG4862* NAD 83(1997)-  42 59 25.74530(N)    089 18 34.94001(W)     ADJUSTED  
 DG4862* NAVD 88     -       261.57   (meters)     858.2    (feet)  GPS OBS   
 DG4862  ___________________________________________________________________
 DG4862  X           -      56,296.603 (meters)                     COMP
 DG4862  Y           -  -4,672,501.353 (meters)                     COMP
 DG4862  Z           -   4,326,883.654 (meters)                     COMP
 DG4862  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 DG4862  ELLIP HEIGHT-         227.38  (meters)          (04/02/04) GPS OBS
 DG4862  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 DG4862
 DG4862  HORZ ORDER  -  FIRST
 DG4862  ELLP ORDER  -  FOURTH    CLASS I
 DG4862
 DG4862.The horizontal coordinates were established by GPS observations
 DG4862.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4862
 DG4862.The orthometric height was determined by GPS observations and a
 DG4862.high-resolution geoid model using precise GPS observation and
 DG4862.processing techniques.
 DG4862
 DG4862.Photographs are available for this station.
 DG4862
 DG4862.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4862
 DG4862.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4862
 DG4862.The ellipsoidal height was determined by GPS observations
 DG4862.and is referenced to NAD 83.
 DG4862
 DG4862.The geoid height was determined by GEOID03.
 DG4862
 DG4862;                    North         East     Units Scale Factor Converg.
 DG4862;SPC WI S     -   110,266.501   656,292.960   MT  0.99995809   +0 28 27.5
 DG4862;SPC WI S     -   361,766.01  2,153,187.82   sFT  0.99995809   +0 28 27.5
 DG4862;UTM  16      - 4,762,346.761   311,707.000   MT  1.00003618   -1 34 31.4
 DG4862
 DG4862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4862!SPC WI S     -   0.99996434  x   0.99995809  =   0.99992243
 DG4862!UTM  16      -   0.99996434  x   1.00003618  =   1.00000052
 DG4862
 DG4862                          SUPERSEDED SURVEY CONTROL
 DG4862
 DG4862.No superseded survey control is available for this station.
 DG4862
 DG4862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1170762347(NAD 83)
 DG4862_MARKER: DD = SURVEY DISK
 DG4862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4862_STAMPING: DUNN C GPS 2002
 DG4862_MARK LOGO: WIDT  
 DG4862_PROJECTION: FLUSH
 DG4862_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4862_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4862+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2005
 DG4862
 DG4862  HISTORY     - Date     Condition        Report By
 DG4862  HISTORY     - 2001     MONUMENTED       WIDT
 DG4862  HISTORY     - 20050422 GOOD             JCLS
 DG4862
 DG4862                          STATION DESCRIPTION
 DG4862
 DG4862'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4862'THE STATION IS LOCATED ABOUT 18 KM EAST OF VERONA, 11 KM SOUTHEAST OF
 DG4862'MADISON AND 3 KM SOUTHWEST OF MCFARLAND.  OWNERSHIP--TOWN OF DUNN.  TO
 DG4862'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 WITH US HIGHWAY
 DG4862'51 ABOUT 3 KM SOUTHEAST OF THE CITY OF MONONA, GO SOUTH ON US HIGHWAY
 DG4862'51 FOR 6.4 KM TO MAHONEY ROAD ON THE RIGHT, TURN RIGHT AND GO WEST ON
 DG4862'MAHONEY ROAD FOR 0.2 KM TO THE STATION ON THE LEFT.  THE STATION IS A
 DG4862'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DG4862'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST AND
 DG4862'ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 5.2 M SOUTH OF THE
 DG4862'CENTERLINE OF MAHONEY ROAD, 55 M WEST OF THE CENTERLINE OF PRIVATE
 DG4862'ENTRANCE --3985-- , 51.3 M EAST-SOUTHEAST OF POWER POLE --6-10-9.4
 DG4862'37/0-- , AND 24.3 M SOUTHWEST OF A POWER POLE.  ---NOTE---THE STATION
 DG4862'IS NORTH OF A ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE2---THIS
 DG4862'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 10 DEGREES
 DG4862'ABOVE THE HORIZON.
 DG4862' 
 DG4862'
 DG4862
 DG4862                          STATION RECOVERY (2005)
 DG4862
 DG4862'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 DG4862'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0566 ***********************************************************************
 QN0566  DESIGNATION -  DUNNEWA
 QN0566  PID         -  QN0566
 QN0566  STATE/COUNTY-  WI/DUNN
 QN0566  USGS QUAD   -  COLFAX NORTH (1975)
 QN0566
 QN0566                         *CURRENT SURVEY CONTROL
 QN0566  ___________________________________________________________________
 QN0566* NAD 83(1991)-  45 04 13.31308(N)    091 39 11.41009(W)     ADJUSTED  
 QN0566* NAVD 88     -       414.     (meters)    1358.     (feet)  SCALED    
 QN0566  ___________________________________________________________________
 QN0566  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 QN0566  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 QN0566
 QN0566  HORZ ORDER  -  FIRST
 QN0566
 QN0566.The horizontal coordinates were established by classical geodetic methods
 QN0566.and adjusted by the National Geodetic Survey in March 1999..
 QN0566
 QN0566.The orthometric height was scaled from a topographic map.
 QN0566
 QN0566.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0566
 QN0566.The geoid height was determined by GEOID03.
 QN0566
 QN0566;                    North         East     Units Scale Factor Converg.
 QN0566;SPC WI C     -   138,783.563   469,828.425   MT  0.99994644   -1 09 59.2
 QN0566;SPC WI C     -   455,325.74  1,541,428.76   sFT  0.99994644   -1 09 59.2
 QN0566;UTM  15      - 4,991,649.366   606,020.833   MT  0.99973821   +0 57 13.0
 QN0566
 QN0566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0566!SPC WI C     -   0.99993991  x   0.99994644  =   0.99988635
 QN0566!UTM  15      -   0.99993991  x   0.99973821  =   0.99967814
 QN0566
 QN0566:                Primary Azimuth Mark                     Grid Az
 QN0566:SPC WI C     -  DUNNEWA AZ MK                            026 07 30.2
 QN0566:UTM  15      -  DUNNEWA AZ MK                            024 00 18.0
 QN0566
 QN0566|---------------------------------------------------------------------|
 QN0566| PID    Reference Object                     Distance      Geod. Az  |
 QN0566|                                                           dddmmss.s |
 QN0566| CJ4867 DUNNEWA AZ MK                                      0245731.0 |
 QN0566| CJ4868 DUNNEWA RM 1                        113.749 METERS 08110     |
 QN0566| CJ4869 DUNNEWA RM 2                         26.088 METERS 19226     |
 QN0566|---------------------------------------------------------------------|
 QN0566
 QN0566                          SUPERSEDED SURVEY CONTROL
 QN0566
 QN0566  NAD 83(1991)-  45 04 13.31135(N)    091 39 11.41046(W) AD(       ) 1
 QN0566  NAD 83(1986)-  45 04 13.30398(N)    091 39 11.42095(W) AD(       ) 1
 QN0566  NAD 27      -  45 04 13.44200(N)    091 39 10.81100(W) AD(       ) 1
 QN0566
 QN0566.Superseded values are not recommended for survey control.
 QN0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0566.See file dsdata.txt to determine how the superseded data were derived.
 QN0566
 QN0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK0602191649(NAD 83)
 QN0566_MARKER: DS = TRIANGULATION STATION DISK
 QN0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0566
 QN0566  HISTORY     - Date     Condition        Report By
 QN0566  HISTORY     - 1934     MONUMENTED       CGS
 QN0566  HISTORY     - 1973     GOOD             USGS
 QN0566
 QN0566                          STATION DESCRIPTION
 QN0566
 QN0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QN0566'THIS STATION IS ABOUT 8 MILES WEST OF BLOOMER, 7 MILES NORTHEAST
 QN0566'OF COLFAX IN THE NORTHEAST CORNER OF SEC. 13, T. 30 N., R. 11 W.,
 QN0566'ON LAND OWNED BY DUNN COUNTY.  THE MARK IS SET 374 FEET WEST
 QN0566'OF FENCE LINE MARKING THE BOUNDARY BETWEEN DUNN COUNTY AND
 QN0566'CHIPPEWA COUNTY, 22.5 FEET SOUTH OF TWIN 6-INCH SCRUB OAK TREES,
 QN0566'ON THE SOUTHEAST PART OF THE HILL.  MARK IS FLUSH WITH THE
 QN0566'GROUND.
 QN0566'
 QN0566'TO REACH STATION FROM BLOOMER, GO WEST ON STATE HIGHWAY 40 FOR
 QN0566'3 MILES FROM POINT WHERE HIGHWAY 40 CROSSES BRIDGE IN TOWN OF
 QN0566'BLOOMER, TO COUNTY HIGHWAY A, CONTINUE WEST ON HIGHWAY A FOR 6
 QN0566'MILES TO POINT WHERE HIGHWAY TURNS SOUTH AT BRICK SCHOOLHOUSE,
 QN0566'TURN SOUTH FOR 75 YARDS TO GATE ON NORTH SIDE OF WOODS, TURN IN
 QN0566'AT GATE AND GO 0.2 MILE TO FENCE (THIS IS AS FAR AS TRUCK CAN BE
 QN0566'DRIVEN), CROSS FENCE AND CONTINUE WEST ALONG NORTH SLOPE OF
 QN0566'HILL FOR ABOUT 200 YARDS TO COUNT-LINE FENCE, FOLLOW FENCE
 QN0566'SOUTH TO SUMMIT OF RIDGE AND REFERENCE MARK NO. 1.  STATION
 QN0566'IS 375 FEET WEST.
 QN0566'
 QN0566'REFERENCE MARK NO. 1 IS EAST OF THE STATION, SET IN THE COUNTY-LINE
 QN0566'FENCE, 44 FEET SOUTHWEST OF A 6-INCH SCRUB OAK TREE, 66 FEET
 QN0566'NORTHWEST OF A 6-INCH SCRUB OAK TREE, AND IS FLUSH WITH THE
 QN0566'GROUND.
 QN0566'
 QN0566'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION.  THE MARK PROJECTS
 QN0566'6 INCHES.
 QN0566'
 QN0566'AZIMUTH MARK IS NORTHEAST OF THE STATION, IN A SMALL SINK IN
 QN0566'THE ROAD BETWEEN TWO HILLS, 0.5 MILE NORTH OF BRICK SCHOOLHOUSE
 QN0566'ON COUNTY HIGHWAY A, 23 FEET EAST OF THE CENTERLINE OF THE ROAD,
 QN0566'SET IN FENCE LINE, FLUSH WITH THE GROUND.
 QN0566'
 QN0566'LIGHTS 60 FEET ABOVE DACHEL AND STROM AND 87 FEET ABOVE
 QN0566'BENDICKSON ARE VISIBLE FROM THE GROUND.
 QN0566
 QN0566                          STATION RECOVERY (1973)
 QN0566
 QN0566'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JDS)
 QN0566'STATION AND ALL SURFACE MARKS FOUND IN GOOD CONDITION
 QN0566'
 QN0566'DESCRIPTION ADEQUATE
 QN0566'
 QN0566'ALL MARKS OBSCURED BY HEAVY GROWTH OF SCRUB OAK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1177 ***********************************************************************
 OM1177  DESIGNATION -  DUNSE
 OM1177  PID         -  OM1177
 OM1177  STATE/COUNTY-  WI/SAUK
 OM1177  USGS QUAD   -  NORTH FREEDOM (1975)
 OM1177
 OM1177                         *CURRENT SURVEY CONTROL
 OM1177  ___________________________________________________________________
 OM1177* NAD 83(1991)-  43 24 08.38843(N)    089 51 23.65616(W)     ADJUSTED  
 OM1177* NAVD 88     -       446.     (meters)    1463.     (feet)  SCALED    
 OM1177  ___________________________________________________________________
 OM1177  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 OM1177  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 OM1177
 OM1177  HORZ ORDER  -  FIRST
 OM1177
 OM1177.The horizontal coordinates were established by classical geodetic methods
 OM1177.and adjusted by the National Geodetic Survey in November 1991..
 OM1177
 OM1177.The orthometric height was scaled from a topographic map.
 OM1177
 OM1177.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1177
 OM1177.The geoid height was determined by GEOID03.
 OM1177
 OM1177;                    North         East     Units Scale Factor Converg.
 OM1177;SPC WI S     -   155,795.392   611,617.941   MT  0.99993255   +0 05 54.8
 OM1177;SPC WI S     -   511,138.72  2,006,616.53   sFT  0.99993255   +0 05 54.8
 OM1177;UTM  16      - 4,809,458.260   268,685.017   MT  1.00025823   -1 57 49.2
 OM1177
 OM1177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1177!SPC WI S     -   0.99993554  x   0.99993255  =   0.99986810
 OM1177!UTM  16      -   0.99993554  x   1.00025823  =   1.00019376
 OM1177
 OM1177|---------------------------------------------------------------------|
 OM1177| PID    Reference Object                     Distance      Geod. Az  |
 OM1177|                                                           dddmmss.s |
 OM1177| OM1178 DUNSE RM 3                           18.608 METERS 00222     |
 OM1177| OM1137 BARABOO SAUK CO CTHSE TWR           APPROX.11.9 KM 0502613.7 |
 OM1177| OM1135 BARABOO FIRST PRESB CH SPIRE        APPROX.12.0 KM 0512258.5 |
 OM1177| CJ8075 DUNSE RM 1                           25.045 METERS 05816     |
 OM1177| OM1139 MERRIMAC                            APPROX.16.6 KM 0800718.3 |
 OM1177| CJ8076 DUNSE RM 2                           22.658 METERS 11055     |
 OM1177| CJ8073 DUNSE AZ MK                                        1155409.4 |
 OM1177| OM1131 PRAIRIE DU SAC MUNICIPAL TANK       APPROX.15.4 KM 1384440.0 |
 OM1177| OM1132 PRAIRIE DU SAC ST ALOYSIUS CH       APPROX.16.4 KM 1390741.7 |
 OM1177| OM1129 PRAIRIE DU SAC HIGH SCH STACK       APPROX.16.9 KM 1401525.6 |
 OM1177| OM1133 SAUK CITY MUNICIPAL TANK            APPROX.17.8 KM 1432600.2 |
 OM1177| CJ8074 DUNSE AZ MK 2                                      1944316.4 |
 OM1177| ON1014 REEDSBURG ST PETERS EV LUTH CH      APPROX.19.0 KM 3204933.4 |
 OM1177|---------------------------------------------------------------------|
 OM1177
 OM1177                          SUPERSEDED SURVEY CONTROL
 OM1177
 OM1177  NAD 83(1986)-  43 24 08.38051(N)    089 51 23.66114(W) AD(       ) 1
 OM1177  NAD 27      -  43 24 08.43500(N)    089 51 23.21500(W) AD(       ) 1
 OM1177
 OM1177.Superseded values are not recommended for survey control.
 OM1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1177.See file dsdata.txt to determine how the superseded data were derived.
 OM1177
 OM1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP6868509458(NAD 83)
 OM1177_MARKER: DS = TRIANGULATION STATION DISK
 OM1177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1177
 OM1177  HISTORY     - Date     Condition        Report By
 OM1177  HISTORY     - 1935     MONUMENTED       CGS
 OM1177  HISTORY     - 1958     GOOD             CGS
 OM1177  HISTORY     - 1990     GOOD             USPSQD
 OM1177  HISTORY     - 20001014 GOOD             USPSQD
 OM1177  HISTORY     - 20020114 GOOD             NGS
 OM1177
 OM1177                          STATION DESCRIPTION
 OM1177
 OM1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 OM1177'STATION IS ABOUT 8 MILES SW OF BARABOO, ABOUT 11 MILES SE
 OM1177'OF REEDSBURG, AND 10 MILES NW OF PRAIRIE DU SAC, IN THE NE
 OM1177'1/4 OF THE SE 1/4 SEC. 26 T 11 N R 5 E, ON THE FARM OWNED
 OM1177'AND OCCUPIED BY ARTHUR DUNSE, IN SE CORNER OF SMALL APPLE
 OM1177'ORCHARD 142 FEET SSE OF SE CORNER OF MR. DUNSES HOUSE, 133
 OM1177'FEET SE OF THE SE CORNER OF MASONERY MILK HOUSE, 45 FEET WEST
 OM1177'OF CENTER-LINE OF NORTH-SOUTH DIRT ROAD, 31 FEET NW OF SE
 OM1177'CORNER-POST OF ORCHARD FENCE, 54 FEET S OF AN 8-INCH HICKORY
 OM1177'TREE, 17 FEET N OF A CLUSTER OF 5-INCH BASSWOOD TREES THAT
 OM1177'ARE GROWING ON SOUTH ORCHARD FENCE LINE.
 OM1177'
 OM1177'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 OM1177'TABLETS SET IN CONCRETE.
 OM1177'
 OM1177'AZ. MK. IS ESE OF STATION APPROXIMATELY 0.2 MILE, 30 FEET
 OM1177'NORTH OF GRADED-DIRT ROAD, ABOUT 0.15 MILE EAST OF NORTH-SOUTH
 OM1177'DIRT ROAD, 9 FEET NORTH OF RIGHT-OF-WAY FENCE, AND ABOUT 80
 OM1177'FEET ENE OF LANE LEADING TO PAUL WICHS HOUSE.  IT PROJECTS
 OM1177'6 INCHES.
 OM1177'
 OM1177'R.M. NO. 1 IS NE OF STATION, 25 FEET EAST OF CENTER-LINE
 OM1177'OF DIRT ROAD ON RIGHT-OF-WAY LINE, 7 FEET SSW OF A 30-INCH
 OM1177'MAPLE TREE, 145 FEET SE OF THE SE CORNER OF MR. DUNSES HOUSE.
 OM1177'IT PROJECTS 7 INCHES.
 OM1177'
 OM1177'R.M. NO. 2 IS ESE OF STATION, 25 FEET EAST OF CENTER-LINE OF
 OM1177'ROAD, 1 FT. WEST OF PASTURE (RIGHT-OF-WAY) FENCE, 7 FEET
 OM1177'SOUTH OF THE NW CORNER-POST OF PASTURE FENCE, IT PROJECTS
 OM1177'7 INCHES.
 OM1177'
 OM1177'TO REACH FROM BARABOO, GO SOUTH ON U.S. RT. NO. 12, 1.5 MILES
 OM1177'FROM THE SW CORNER OF THE SQUARE TO JUNCTION WITH COUNTY ROUTE
 OM1177'W.  THENCE SOUTH AND WEST ON ROUTE W, WHICH IS THE MAIN
 OM1177'TRAVELED GRAVELED ROAD, 5.9 MILES TO T-ROAD INTERSECTION.
 OM1177'TURN LEFT (SOUTH) 0.05 MILE TO WHERE ROUTE W TURNS WEST
 OM1177'AND A LIGHTLY GRAVELED ROAD CONTINUES SOUTH.  CONTINUE SOUTH
 OM1177'ON LIGHTLY GRAVELED ROAD 0.35 MILES TO SMALL BRIDGE, CROSS
 OM1177'BRIDGE AND TAKE LEFT FORK 3.0 MILES TO MR. DUNSES HOUSE AND
 OM1177'STATION ON RIGHT (WEST) SIDE OF ROAD.
 OM1177'
 OM1177'A LIGHT 100 FT. ABOVE STATION WELKE COMES INTO VIEW AT 65 FEET.
 OM1177'
 OM1177'A LIGHT 100 FT. ABOVE STATION COENS COMES INTO VIEW AT 60 FEET.
 OM1177'
 OM1177'A LIGHT 74 FEET ABOVE STATION REEDSBURG COMES INTO VIEW AT
 OM1177'60 FEET.
 OM1177'
 OM1177'A LIGHT 100 FT. ABOVE STATION BARABOO COMES INTO VIEW AT
 OM1177'20 FEET.
 OM1177'
 OM1177'A LIGHT 100 FT. ABOVE STATION ISENBERG COMES INTO VIEW AT
 OM1177'45 FEET.
 OM1177'
 OM1177'A LIGHT 77 FEET ABOVE STATION REUTER COMES INTO VIEW AT 40
 OM1177'FEET.
 OM1177'
 OM1177'A LIGHT 87 FT. ABOVE STATION DEVILS LAKE COMES INTO VIEW AT
 OM1177'25 FEET.
 OM1177'
 OM1177'A LIGHT 47 FT. ABOVE STATION MERRIMAC COMES INTO VIEW AT
 OM1177'25 FEET.
 OM1177'
 OM1177'HEIGHT OF LIGHT ABOVE STATION MARK - 100 FT.
 OM1177
 OM1177                          STATION RECOVERY (1958)
 OM1177
 OM1177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1177'THE STATION, R.M. 1.  R.M. 2 AND THE AZIMUTH MARK WERE RECOVERED
 OM1177'AND FOUND IN GOOD CONDITION.  ALL THE REFERENCE POINTS TO
 OM1177'THE STATION CHECKED EXCEPT THE SMALL APPLE ORCHARD IS NOW A
 OM1177'CULTIVATED FIELD.  ALL REFERENCE POINTS TO R.M. 1 CHECKED
 OM1177'EXCEPT THE 30 INCH MAPLE TREE HAS BEEN DESTROYED.  ALL REFERENCE
 OM1177'POINTS TO R.M. 2 CHECKED EXCEPT THE 8 INCH HICKORY TREE HAS
 OM1177'BEEN DESTROYED.  THE DISTANCES AND DIRECTIONS TO THE REFERENCE
 OM1177'MARKS CHECKED.  THE DIRECTION TO THE AZIMUTH MARK COULD NOT
 OM1177'BE CHECKED BECAUSE OF TIMBER.
 OM1177'
 OM1177'A POWER LINE HAS BEEN BUILT NEAR THE STATION AND IT WAS
 OM1177'CONSIDERED TOO DANGEROUS TO BUILD OVER THE STATION SO A
 OM1177'NEW R.M. 3 WAS ESTABLISHED.
 OM1177'
 OM1177'A COMPLETE NEW DESCRIPTION FOLLOWS.  THE STATION IS ABOUT 6
 OM1177'MILES NORTHEAST OF PRARIE DU SAC, ABOUT 12 MILES SOUTHWEST
 OM1177'OF REEDSBURG, IN THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 SEC.
 OM1177'26 T 11 N R 5 E, AND ON THE PROPERTY OF MR. ADOLPH JOEDIKE.
 OM1177'IT IS 17 FEET NORTH OF A CLUSTER OF 8 INCH BASSWOOD TREES,
 OM1177'31 FEET NORTHWEST OF THE SOUTHEAST CORNER FENCE POST, 45
 OM1177'FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD, AND 142 FEET
 OM1177'SOUTHEAST OF THE SOUTHEAST CORNER OF A WHITE FRAME HOUSE.
 OM1177'THE MONUMENT IS 2 INCHES UNDERGROUND AND THE DISK IS STAMPED
 OM1177'DUNSE 1935.
 OM1177'
 OM1177'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 OM1177'13, 60 AND U.S. HIGHWAY 12.  (ABOUT 1.5 MILE WEST OF SAUK
 OM1177'CITY) GO NORTH ON HIGHWAYS 12 AND 13 6.05 MILES TO THE JUNCTION
 OM1177'OF COUNTY ROAD C.  TURN LEFT AND GO WEST ON COUNTY ROAD C
 OM1177'FOR 3.6 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTHWEST
 OM1177'ON GRAVELED ROAD FOR 1.0 MILE TO A T INTERSECTION.  TURN
 OM1177'RIGHT AND GO NORTH ON GRAVELED ROAD FOR 0.9 MILE TO A FORK.
 OM1177'KEEP RIGHT FORK AND CONTINUE ON GRAVELED ROAD FOR 2.2 MILES
 OM1177'TO A T ROAD RIGHT.  (MR. ADOPH JOEDIKE HOME ON THE LEFT)
 OM1177'CONTINUE ON NORTH FOR 0.1 MILE TO THE STATION ON THE LEFT
 OM1177'IN THE CORNER OF A FIELD AND SOUTH OF A WHITE FRAME HOUSE.
 OM1177'
 OM1177'REFERENCE MARK 1 IS 25 FEET EAST OF THE CENTERLINE OF A
 OM1177'GRAVELED ROAD, AND 142 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 OM1177'OF A WHITE FRAME HOUSE.  THE MONUMENT PROJECTS 7 INCHES
 OM1177'AND THE DISK IS STAMPED DUNSE NO. 1 1935.
 OM1177'
 OM1177'REFERENCE MARK 2 IS 25 FEET EAST OF THE CENTERLINE OF A
 OM1177'GRAVELED ROAD, 7 FEET SOUTH OF A FENCE CORNER, AND 1 FOOT
 OM1177'WEST OF A WIRE FENCE.  THE MONUMENT PROJECTS 7 INCHES AND THE
 OM1177'DISK IS STAMPED DUNSE NO. 2 1935.
 OM1177'
 OM1177'REFERENCE MARK 3 IS 40 FEET EAST OF A POWER POLE, 44 FEET
 OM1177'WEST OF THE CENTERLINE OF A GRAVELED ROAD, AND 87 FEET SOUTHEAST
 OM1177'OF THE SOUTHEAST CORNER OF A WHITE FRAME HOUSE.  THE MONUMENT
 OM1177'PROJECTS 2 INCHES AND THE DISK IS STAMPED DUNSE NO. 3 1935.
 OM1177'
 OM1177'THE AZIMUTH MARK IS 30 FEET NORTH OF THE CENTERLINE OF A
 OM1177'GRAVELED ROAD, AND 9 FEET NORTH OF THE RIGHT OF WAY FENCE.
 OM1177'THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED DUNSE
 OM1177'1935.
 OM1177'
 OM1177'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON GRAVELED
 OM1177'ROAD 0.1 MILE TO A T ROAD.  TURN LEFT AND GO EAST FOR 0.15
 OM1177'MILE TO THE AZIMUTH MARK ON THE LEFT, NORTH SIDE OF THE
 OM1177'ROAD.
 OM1177'
 OM1177'AZIMUTH MARK NO. 2 IS 6 INCHES NORTH OF A WIRE FENCE, 6 FEET
 OM1177'EAST OF A WHITE WITNESS POST, 21 FEET EAST OF A DOUBLE TRUNK
 OM1177'ELM TREE, AND 135 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 OM1177'BARN.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED DUNSE
 OM1177'1935 NO. 2.
 OM1177'
 OM1177'TO REACH AZIMUTH MARK NO. 2 FROM THE STATION GO SOUTH ON
 OM1177'GRAVELED ROAD FOR 0.15 MILE TO A T FENCE CORNER.  TURN RIGHT
 OM1177'AND GO WEST FOR 0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT IN
 OM1177'THE FENCE LINE.
 OM1177
 OM1177                          STATION RECOVERY (1990)
 OM1177
 OM1177'RECOVERY NOTE BY US POWER SQUADRON 1990 (DAH)
 OM1177'RECOVERED IN GOOD CONDITION.
 OM1177
 OM1177                          STATION RECOVERY (2000)
 OM1177
 OM1177'RECOVERY NOTE BY US POWER SQUADRON 2000
 OM1177'STATION, RM-1, RM-2, AZ, AZ-2 ALL FOUND IN GOOD CONDITION.  ALL
 OM1177'GRAVELED ROADS NOW PAVED.  FIRE ADDRESS FOR THE NEARBY HOME IS S6685.
 OM1177
 OM1177                          STATION RECOVERY (2002)
 OM1177
 OM1177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 OM1177'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1178 ***********************************************************************
 OM1178  DESIGNATION -  DUNSE RM 3
 OM1178  PID         -  OM1178
 OM1178  STATE/COUNTY-  WI/SAUK
 OM1178  USGS QUAD   -  NORTH FREEDOM (1975)
 OM1178
 OM1178                         *CURRENT SURVEY CONTROL
 OM1178  ___________________________________________________________________
 OM1178* NAD 83(1991)-  43 24 08.99088(N)    089 51 23.62213(W)     ADJUSTED  
 OM1178* NAVD 88     -       446.     (meters)    1463.     (feet)  SCALED    
 OM1178  ___________________________________________________________________
 OM1178  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 OM1178  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 OM1178
 OM1178  HORZ ORDER  -  FIRST
 OM1178
 OM1178.The horizontal coordinates were established by classical geodetic methods
 OM1178.and adjusted by the National Geodetic Survey in November 1991..
 OM1178
 OM1178.The orthometric height was scaled from a topographic map.
 OM1178
 OM1178.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1178
 OM1178.The geoid height was determined by GEOID03.
 OM1178
 OM1178;                    North         East     Units Scale Factor Converg.
 OM1178;SPC WI S     -   155,813.985   611,618.674   MT  0.99993255   +0 05 54.8
 OM1178;SPC WI S     -   511,199.72  2,006,618.93   sFT  0.99993255   +0 05 54.8
 OM1178;UTM  16      - 4,809,476.820   268,686.420   MT  1.00025822   -1 57 49.2
 OM1178
 OM1178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1178!SPC WI S     -   0.99993554  x   0.99993255  =   0.99986810
 OM1178!UTM  16      -   0.99993554  x   1.00025822  =   1.00019375
 OM1178
 OM1178|---------------------------------------------------------------------|
 OM1178| PID    Reference Object                     Distance      Geod. Az  |
 OM1178|                                                           dddmmss.s |
 OM1178| CJ8075 DUNSE RM 1                           21.253 METERS 10448     |
 OM1178| CJ8076 DUNSE RM 2                           33.604 METERS 14236     |
 OM1178| CJ8074 DUNSE AZ MK 2                                      1934852.3 |
 OM1178|---------------------------------------------------------------------|
 OM1178
 OM1178                          SUPERSEDED SURVEY CONTROL
 OM1178
 OM1178  NAD 83(1986)-  43 24 08.98298(N)    089 51 23.62711(W) AD(       ) 1
 OM1178  NAD 27      -  43 24 09.03740(N)    089 51 23.18100(W) AD(       ) 1
 OM1178
 OM1178.Superseded values are not recommended for survey control.
 OM1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1178.See file dsdata.txt to determine how the superseded data were derived.
 OM1178
 OM1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP6868609477(NAD 83)
 OM1178_MARKER: DS = TRIANGULATION STATION DISK
 OM1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1178
 OM1178  HISTORY     - Date     Condition        Report By
 OM1178  HISTORY     - 1958     MONUMENTED       CGS
 OM1178  HISTORY     - 1990     GOOD             USPSQD
 OM1178  HISTORY     - 20001014 GOOD             USPSQD
 OM1178  HISTORY     - 20020114 GOOD             NGS
 OM1178
 OM1178                          STATION DESCRIPTION
 OM1178
 OM1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1178'THE STATION IS ABOUT 6 MILES NORTHEAST OF PRARIE DU SAC, ABOUT
 OM1178'12 MILES SOUTHWEST OF REEDSBURG, IN THE NORTHEAST 1/4 OF THE
 OM1178'SOUTHEAST 1/4 SEC. 26 T 11 N R 5 E, AND ON PROPERTY OWNED
 OM1178'BY MR. ADOPH JOEDIKE.  IT IS 40 FEET EAST OF A POWER POLE,
 OM1178'44 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD AND 87 FEET
 OM1178'SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE.  THE
 OM1178'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED DUNSE
 OM1178'1935 R.M. 3.
 OM1178'
 OM1178'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 13,
 OM1178'60 AND U.S. HIGHWAY 12 (ABOUT 1.5 MILES WEST OF SAUK CITY)
 OM1178'GO NORTH ON HIGHWAYS 12 AND 13 FOR 6.05 MILES TO JUNCTION OF
 OM1178'COUNTY ROAD C.  TURN LEFT AND GO WEST ON COUNTY ROAD C FOR
 OM1178'3.6 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTHWEST
 OM1178'ON GRAVELED ROAD FOR 1.0 MILE TO A T INTERSECTION.  TURN
 OM1178'RIGHT AND GO NORTH ON GRAVELED ROAD FOR 0.9 MILE TO A FORK.
 OM1178'KEEP RIGHT FORK AND CONTINUE ON GRAVELED ROAD FOR 2.2 MILES
 OM1178'TO A T ROAD RIGHT.  (MR. JOEDIKE HOME ON THE LEFT) CONTINUE
 OM1178'NORTH FOR 0.1 MILE TO THE STATION ON THE LEFT IN THE CORNER
 OM1178'OF A FIELD AND SOUTH OF A FRAME HOUSE.  TO REACH THE
 OM1178'AZIMUTH MARK FROM THE STATION GO SOUTH ON GRAVELED ROAD FOR
 OM1178'0.15 MILE TO A T FENCE CORNER.  TURN RIGHT AND GO WEST 0.05
 OM1178'MILE TO THE AZIMUTH MARK ON THE RIGHT IN THE FENCE LINE.
 OM1178'
 OM1178'DUNSE 1935 IS 17 FEET NORTH OF A CLUSTER OF 8 INCH BASSWOOD
 OM1178'TREES, 31 FEET NORTHWEST OF THE SOUTHEAST CORNER FENCE POST,
 OM1178'45 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD, AND 142
 OM1178'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE.
 OM1178'THE MONUMENT IS 2 INCHES UNDERGROUND AND THE DISK IS STAMPED
 OM1178'DUNSE 1935.
 OM1178'
 OM1178'REFERENCE MARK 1 IS 25 FEET EAST OF THE CENTERLINE OF A
 OM1178'GRAVELED ROAD, AND 145 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 OM1178'OF A FRAME HOUSE.  THE MONUMENT PROJECTS 7 INCHES AND THE
 OM1178'DISK IS STAMPED DUNSE NO. 1 1935
 OM1178'
 OM1178'REFERENCE MARK 2 IS 7 FEET WEST OF A WIRE FENCE, 7 FEET SOUTH
 OM1178'OF A FENCE CORNER, AND 25 FEET EAST OF THE CENTERLINE OF A
 OM1178'GRAVELED ROAD.  THE MONUMENT PROJECTS 7 INCHES AND THE DISK
 OM1178'IS STAMPED DUNSE NO. 2 1935.
 OM1178'
 OM1178'THE AZIMUTH MARK IS 6 INCHES NORTH OF A WIRE FENCE, 6 FEET
 OM1178'EAST OF A WHITE WITNESS POST, 21 FEET EAST OF A DOUBLE TRUNK
 OM1178'ELM TREE, AND 135 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 OM1178'OF A BARN.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 OM1178'DUNSE 1935 NO. 2.
 OM1178'
 OM1178'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 OM1178
 OM1178                          STATION RECOVERY (1990)
 OM1178
 OM1178'RECOVERY NOTE BY US POWER SQUADRON 1990 (DAH)
 OM1178'RECOVERED IN GOOD CONDITION.
 OM1178
 OM1178                          STATION RECOVERY (2000)
 OM1178
 OM1178'RECOVERY NOTE BY US POWER SQUADRON 2000
 OM1178'RECOVERED IN GOOD CONDITION.
 OM1178
 OM1178                          STATION RECOVERY (2002)
 OM1178
 OM1178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 OM1178'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0761 ***********************************************************************
 PO0761  DESIGNATION -  DURAND
 PO0761  PID         -  PO0761
 PO0761  STATE/COUNTY-  WI/PEPIN
 PO0761  USGS QUAD   -  DURAND NORTH (1972)
 PO0761
 PO0761                         *CURRENT SURVEY CONTROL
 PO0761  ___________________________________________________________________
 PO0761* NAD 83(1991)-  44 37 50.30646(N)    091 56 25.29123(W)     ADJUSTED  
 PO0761* NAVD 88     -       296.0    (meters)     971.     (feet)  VERTCON   
 PO0761  ___________________________________________________________________
 PO0761  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 PO0761  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 PO0761
 PO0761  HORZ ORDER  -  SECOND
 PO0761
 PO0761.The horizontal coordinates were established by classical geodetic methods
 PO0761.and adjusted by the National Geodetic Survey in March 1999..
 PO0761
 PO0761.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0761
 PO0761.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0761
 PO0761.The geoid height was determined by GEOID03.
 PO0761
 PO0761;                    North         East     Units Scale Factor Converg.
 PO0761;SPC WI C     -    90,434.603   446,051.490   MT  0.99994984   -1 22 08.7
 PO0761;SPC WI C     -   296,700.86  1,463,420.60   sFT  0.99994984   -1 22 08.7
 PO0761;UTM  15      - 4,942,466.654   584,050.845   MT  0.99968687   +0 44 40.1
 PO0761
 PO0761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0761!SPC WI C     -   0.99995836  x   0.99994984  =   0.99990821
 PO0761!UTM  15      -   0.99995836  x   0.99968687  =   0.99964525
 PO0761
 PO0761|---------------------------------------------------------------------|
 PO0761| PID    Reference Object                     Distance      Geod. Az  |
 PO0761|                                                           dddmmss.s |
 PO0761| CJ4871 DURAND RM 2                          11.330 METERS 05347     |
 PO0761| CJ4870 DURAND RM 1                          10.698 METERS 30714     |
 PO0761|---------------------------------------------------------------------|
 PO0761
 PO0761                          SUPERSEDED SURVEY CONTROL
 PO0761
 PO0761  NAD 83(1991)-  44 37 50.30243(N)    091 56 25.29067(W) AD(       ) 2
 PO0761  NAD 83(1986)-  44 37 50.29926(N)    091 56 25.29814(W) AD(       ) 2
 PO0761  NAD 27      -  44 37 50.42776(N)    091 56 24.69085(W) AD(       ) 2
 PO0761  NGVD 29 (07/19/86)  296.0    (m)          971.     (f) VERT ANG       
 PO0761
 PO0761.Superseded values are not recommended for survey control.
 PO0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0761.See file dsdata.txt to determine how the superseded data were derived.
 PO0761
 PO0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK8405142467(NAD 83)
 PO0761_MARKER: DD = SURVEY DISK
 PO0761_SETTING: 0 = UNSPECIFIED SETTING
 PO0761
 PO0761  HISTORY     - Date     Condition        Report By
 PO0761  HISTORY     - 1972     MONUMENTED       USGS
 PO0761
 PO0761                          STATION DESCRIPTION
 PO0761
 PO0761'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (JSA)
 PO0761'STATION IS ABOUT 0.4 MI. N. AND 1.3 MI. E. OF CITY OF DURAND FROM
 PO0761'THE JUNCTION OF STATE HIGHWAYS 85 AND 10, NEAR CENTER OF DURAND,
 PO0761'T. 25 N., R. 13 W., NEAR CENTER OF NW 1/4 OF SE 1/4 OF SEC. 22.
 PO0761'
 PO0761'TO REACH FROM JUNCTION OF STATE HIGHWAYS 10 AND 85, NEAR CENTER
 PO0761'OF DURAND, GO 0.8 MI. NE. ON HIGHWAY 10 TO JUNCTION HIGHWAYS 10
 PO0761'AND 85, THEN GO ESE. ON HIGHWAY 10 FOR ABOUT 0.6 MI. TO EASTERNMOST
 PO0761'OF 2 T-DRIVES N., FOLLOW T-DRIVE N. ABOUT .07 MI. TO A FARM
 PO0761'TRAIL E. OF BARN, THEN FOLLOW WINDING FARM TRAIL ABOUT 0.2 MI. TO
 PO0761'TOP OF PROMINENT FLAT TOP HILL, AND STATION ON S. EDGE.
 PO0761'
 PO0761'STATION MARK STAMPED ET DURAND 1972 IS ABOUT 7 FT. N. OF S. EDGE
 PO0761'OF PROMINENT FLAT TOP HILL.
 PO0761'
 PO0761'REFERENCE MARK NO. 1 STAMPED DURAND NO 1 IS ABOUT 35 FT. NW. OF
 PO0761'STATION AND ABOUT 8 FT. E. OF W. EDGE OF PROMINENT FLAT TOP HILL.
 PO0761'
 PO0761'REFERENCE MARK NO. 2 IS ABOUT 37 FT. NE. OF STATION AND ABOUT 4
 PO0761'FT. W. OF E. EDGE OF PROMINENT FLAT TOP HILL.
 PO0761'
 PO0761'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2-IN. COPPER COATED
 PO0761'RODS, CENTERED IN 6-IN. DIAMETER PLASTIC PIPE 12 IN. LONG, AND
 PO0761'FILLED WITH GRAVEL TO WITHIN 1 IN. OF TABLET.  ALL MARKS ARE FLUSH
 PO0761'WITH GROUND.
 PO0761'
 PO0761'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0769 ***********************************************************************
 PO0769  CBN         -  This is a Cooperative Base Network Control Station.
 PO0769  DESIGNATION -  DURAND GPS
 PO0769  PID         -  PO0769
 PO0769  STATE/COUNTY-  WI/PEPIN
 PO0769  USGS QUAD   -  DURAND NORTH (1972)
 PO0769
 PO0769                         *CURRENT SURVEY CONTROL
 PO0769  ___________________________________________________________________
 PO0769* NAD 83(1997)-  44 38 03.40751(N)    091 59 47.56774(W)     ADJUSTED  
 PO0769* NAVD 88     -       243.4    (meters)     799.     (feet)  GPS OBS   
 PO0769  ___________________________________________________________________
 PO0769  X           -    -158,392.815 (meters)                     COMP
 PO0769  Y           -  -4,543,628.622 (meters)                     COMP
 PO0769  Z           -   4,458,668.386 (meters)                     COMP
 PO0769  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 PO0769  ELLIP HEIGHT-         212.94  (meters)          (04/28/99) GPS OBS
 PO0769  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 PO0769
 PO0769  HORZ ORDER  -  A
 PO0769  ELLP ORDER  -  THIRD     CLASS I
 PO0769
 PO0769.The horizontal coordinates were established by GPS observations
 PO0769.and adjusted by the National Geodetic Survey in April 1999..
 PO0769
 PO0769.The orthometric height was determined by GPS observations and a
 PO0769.high-resolution geoid model.
 PO0769
 PO0769.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PO0769
 PO0769.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0769
 PO0769.The ellipsoidal height was determined by GPS observations
 PO0769.and is referenced to NAD 83.
 PO0769
 PO0769.The geoid height was determined by GEOID03.
 PO0769
 PO0769;                    North         East     Units Scale Factor Converg.
 PO0769;SPC WI C     -    90,946.927   441,604.354   MT  0.99994957   -1 24 31.4
 PO0769;SPC WI C     -   298,381.71  1,448,830.28   sFT  0.99994957   -1 24 31.4
 PO0769;UTM  15      - 4,942,814.518   579,589.033   MT  0.99967790   +0 42 18.2
 PO0769
 PO0769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0769!SPC WI C     -   0.99996661  x   0.99994957  =   0.99991619
 PO0769!UTM  15      -   0.99996661  x   0.99967790  =   0.99964452
 PO0769
 PO0769                          SUPERSEDED SURVEY CONTROL
 PO0769
 PO0769  NAD 83(1991)-  44 38 03.40673(N)    091 59 47.56574(W) AD(       ) B
 PO0769  ELLIP H (06/11/91)  213.00   (m)                       GP(       ) 4 1
 PO0769  NAD 83(1986)-  44 38 03.39945(N)    091 59 47.56839(W) AD(       ) 2
 PO0769  NGVD 29 (02/12/91)  243.3    (m)          798.     (f) GPS OBS        
 PO0769
 PO0769.Superseded values are not recommended for survey control.
 PO0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0769.See file dsdata.txt to determine how the superseded data were derived.
 PO0769
 PO0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK7958942815(NAD 83)
 PO0769_MARKER: DH = HORIZONTAL CONTROL DISK
 PO0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0769_SP_SET: CONCRETE POST
 PO0769_STAMPING: DURAND GPS 1989
 PO0769_MARK LOGO: NGS   
 PO0769_PROJECTION: FLUSH
 PO0769_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PO0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0769+STABILITY: SURFACE MOTION
 PO0769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PO0769+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1997
 PO0769
 PO0769  HISTORY     - Date     Condition        Report By
 PO0769  HISTORY     - 1989     MONUMENTED       WIHD
 PO0769  HISTORY     - 19900711 GOOD
 PO0769  HISTORY     - 19900713 GOOD
 PO0769  HISTORY     - 19970804 GOOD             WIHD
 PO0769
 PO0769                          STATION DESCRIPTION
 PO0769
 PO0769'DESCRIBED BY WI HIGHWAY DEPT 1989
 PO0769'THE STATION IS LOCATED ABOUT 16.1 KM (10.0 MI) EAST OF PLUM CITY, 2.63
 PO0769'KM (1.63 MI) WEST-NORTHWEST OF DURAND, AT THE JUNCTION OF US HIGHWAY
 PO0769'10 AND STATE HIGHWAY 25 NORTH.  OWNERSHIP--STATE OF WISCONSIN.
 PO0769'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 AND STATE
 PO0769'HIGHWAY 25 SOUTH IN DURAND, GO WESTERLY ALONG US HIGHWAY 10 AND STATE
 PO0769'HIGHWAY 25 NORTH FOR 2.63 KM (1.63 MI) TO THE STATION ON THE RIGHT
 PO0769'WHERE THE HIGHWAY SEPARATES AND IN THE NORTHWEST ANGLE OF THE
 PO0769'JUNCTION.
 PO0769'THE STATION MARK IS SET 29.2 M (95.8 FT) WEST OF THE CENTERLINE OF
 PO0769'STATE HIGHWAY 25, 22.2 M (72.8 FT) NORTH OF THE CENTERLINE OF US
 PO0769'HIGHWAY 10, 0.95 M (3.12 FT) SOUTHEAST OF A CARSONITE WITNESS POST
 PO0769'AND FLUSH WITH THE SURFACE OF THE GROUND.
 PO0769'DESCRIBED BY R.D.BALL
 PO0769
 PO0769                          STATION RECOVERY (1990)
 PO0769
 PO0769'RECOVERED 1990
 PO0769'RECOVERED IN GOOD CONDITION.
 PO0769
 PO0769                          STATION RECOVERY (1990)
 PO0769
 PO0769'RECOVERED 1990
 PO0769'RECOVERED IN GOOD CONDITION.
 PO0769
 PO0769                          STATION RECOVERY (1997)
 PO0769
 PO0769'RECOVERY NOTE BY WI HIGHWAY DEPT 1997 (CSM)
 PO0769'THE STATION IS LOCATED ABOUT 43.45 KM (27.00 MI) SOUTHWEST OF EAU
 PO0769'CLAIRE, 28.97 KM (18.00 MI) SOUTH OF MENOMONIE, AND 2.4 KM (1.50 MI)
 PO0769'WEST OF DURAND IN NORTHWEST QUADRANT VISION TRIANGLE AT THE JUNCTION
 PO0769'OF US HIGHWAY 10 AND STATE HIGHWAY 25.  OWNERSHIP--STATE OF WISCONSIN.
 PO0769'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 10 AND 25 (3RD
 PO0769'AVENUE WEST) WITH MAIN STREET AT THE EAST END OF THE BRIDGE OVER THE
 PO0769'CHIPPEWA RIVER IN THE CITY OF DURAND, GO WEST 2.4 KM (1.50 MI) ON
 PO0769'HIGHWAYS 10 AND 25 TO THE JUNCTION WHERE HIGHWAY 25 TURNS NORTH,
 PO0769'CONTINUE WEST ON HIGHWAY 10 ABOUT 30 M (98.4 FT) TO THE STATION ON THE
 PO0769'RIGHT.  THE STATION IS A BRONZE NGS HORIZONTAL CONTROL MARK DISK SET
 PO0769'IN THE TOP OF A 40-CM (16-INCH) DIAMETER, 6-FOOT DEEP CONCRETE POST
 PO0769'FLUSH WITH THE GROUND IN A LEVEL GRASSY AREA.  THE STATION IS 22.15 M
 PO0769'(72.67 FT) NORTH OF THE CENTERLINE OF HIGHWAY 10, 29.4 M (96.5 FT)
 PO0769'WEST OF THE CENTERLINE OF HIGHWAY 25, 20.8 M (68.2 FT) WEST-NORTHWEST
 PO0769'OF A CONCRETE BASE FOR A POST WITH A STOP SIGN AND FLASHING RED LIGHT,
 PO0769'75.5 M (247.7 FT) EAST OF A POWER POLE, 65.5 M (214.9 FT) SOUTH OF A
 PO0769'POWER POLE, 0.95 M (3.12 FT) EAST-SOUTHEAST OF AN ORANGE FIBERGLASS
 PO0769'WITNESS POST, AND 0.83 M (2.72 FT) EAST-SOUTHEAST OF A GREEN STEEL
 PO0769'POST WITH A WITNESS SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0083 ***********************************************************************
 QM0083  DESIGNATION -  DURGAN
 QM0083  PID         -  QM0083
 QM0083  STATE/COUNTY-  WI/FOREST
 QM0083  USGS QUAD   -  OTTER LAKE (1972)
 QM0083
 QM0083                         *CURRENT SURVEY CONTROL
 QM0083  ___________________________________________________________________
 QM0083* NAD 83(1991)-  45 23 49.94922(N)    088 37 26.51621(W)     ADJUSTED  
 QM0083* NAVD 88     -       457.660  (meters)    1501.51   (feet)  ADJUSTED  
 QM0083  ___________________________________________________________________
 QM0083  LAPLACE CORR-          -6.25  (seconds)                    DEFLEC99
 QM0083  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 QM0083  DYNAMIC HT  -         457.606 (meters)    1501.33  (feet)  COMP
 QM0083  MODELED GRAV-     980,484.4   (mgal)                       NAVD 88
 QM0083
 QM0083  HORZ ORDER  -  FIRST
 QM0083  VERT ORDER  -  FIRST     CLASS II
 QM0083
 QM0083.The horizontal coordinates were established by classical geodetic methods
 QM0083.and adjusted by the National Geodetic Survey in November 1991..
 QM0083
 QM0083.The orthometric height was determined by differential leveling
 QM0083.and adjusted by the National Geodetic Survey in June 1991..
 QM0083
 QM0083.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0083
 QM0083.The geoid height was determined by GEOID03.
 QM0083
 QM0083.The dynamic height is computed by dividing the NAVD 88
 QM0083.geopotential number by the normal gravity value computed on the
 QM0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0083.degrees latitude (g = 980.6199 gals.).
 QM0083
 QM0083.The modeled gravity was interpolated from observed gravity values.
 QM0083
 QM0083;                    North         East     Units Scale Factor Converg.
 QM0083;SPC WI N     -    26,556.636   707,736.875   MT  1.00003507   +0 59 33.3
 QM0083;SPC WI N     -    87,127.90  2,321,966.73   sFT  1.00003507   +0 59 33.3
 QM0083;SPC WI C     -   174,694.021   707,731.396   MT  0.99998204   +0 58 15.1
 QM0083;SPC WI C     -   573,141.97  2,321,948.76   sFT  0.99998204   +0 58 15.1
 QM0083;UTM  16      - 5,028,359.525   372,889.096   MT  0.99979866   -1 09 23.2
 QM0083
 QM0083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0083!SPC WI N     -   0.99993370  x   1.00003507  =   0.99996876
 QM0083!SPC WI C     -   0.99993370  x   0.99998204  =   0.99991574
 QM0083!UTM  16      -   0.99993370  x   0.99979866  =   0.99973237
 QM0083
 QM0083:                Primary Azimuth Mark                     Grid Az
 QM0083:SPC WI N     -  CARTER                                   184 09 53.5
 QM0083:SPC WI C     -  CARTER                                   184 11 11.7
 QM0083:UTM  16      -  CARTER                                   186 18 50.0
 QM0083
 QM0083|---------------------------------------------------------------------|
 QM0083| PID    Reference Object                     Distance      Geod. Az  |
 QM0083|                                                           dddmmss.s |
 QM0083| QM0084 CARTER                              APPROX. 1.6 KM 1850926.8 |
 QM0083|---------------------------------------------------------------------|
 QM0083
 QM0083                          SUPERSEDED SURVEY CONTROL
 QM0083
 QM0083  NAD 83(1986)-  45 23 49.94984(N)    088 37 26.53691(W) AD(       ) 1
 QM0083  NAD 27      -  45 23 50.06600(N)    088 37 26.14500(W) AD(       ) 1
 QM0083  NGVD 29 (??/??/92)  457.644  (m)         1501.45   (f) ADJ UNCH    1 2
 QM0083
 QM0083.Superseded values are not recommended for survey control.
 QM0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0083.See file dsdata.txt to determine how the superseded data were derived.
 QM0083
 QM0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR7288928360(NAD 83)
 QM0083_MARKER: DS = TRIANGULATION STATION DISK
 QM0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0083
 QM0083  HISTORY     - Date     Condition        Report By
 QM0083  HISTORY     - 1921     MONUMENTED       CGS
 QM0083  HISTORY     - 1922     GOOD             NGS
 QM0083  HISTORY     - 1934     GOOD             NGS
 QM0083  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0083
 QM0083                          STATION DESCRIPTION
 QM0083
 QM0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0083'STATION IS ABOUT 1/2 MILE N OF CARTER, 55 METERS N OF WHISTLEBOARD
 QM0083'FOR FIRST CROSSING N OF CARTER ON THE EXTENSION OF THE W
 QM0083'RAIL FROM THE N AND 6.130 METERS (20.115 FEET) W OF THE
 QM0083'W RAIL.
 QM0083'
 QM0083'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 QM0083'DISKS SET IN CONCRETE.
 QM0083
 QM0083                          STATION RECOVERY (1922)
 QM0083
 QM0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 QM0083'0.2 MI N FROM CARTER.
 QM0083'ABOUT 1/2 MILE NORTH OF CARTER, 55 METERS NORTH OF WHISTLE BOARD
 QM0083'FOR FIRST CROSSING NORTH OF CARTER ON THE EXTENSION OF THE WEST
 QM0083'RAIL FROM THE NORTH AND 6.130 METERS (20.115 FT.) WEST OF THE
 QM0083'WEST RAIL, OF THE C. AND N.W. RY.
 QM0083
 QM0083                          STATION RECOVERY (1934)
 QM0083
 QM0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QM0083'RECOVERED IN GOOD CONDITION.
 QM0083
 QM0083                          STATION RECOVERY (1985)
 QM0083
 QM0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0497 ***********************************************************************
 PN0497  DESIGNATION -  DUSTIN RESET
 PN0497  PID         -  PN0497
 PN0497  STATE/COUNTY-  WI/WOOD
 PN0497  USGS QUAD   -  WISCONSIN RAPIDS NORTH (1984)
 PN0497
 PN0497                         *CURRENT SURVEY CONTROL
 PN0497  ___________________________________________________________________
 PN0497* NAD 83(1991)-  44 23 57.56889(N)    089 48 12.83843(W)     ADJUSTED  
 PN0497* NAVD 88     -       315.340  (meters)    1034.58   (feet)  ADJUSTED  
 PN0497  ___________________________________________________________________
 PN0497  LAPLACE CORR-          -5.41  (seconds)                    DEFLEC99
 PN0497  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 PN0497  DYNAMIC HT  -         315.283 (meters)    1034.39  (feet)  COMP
 PN0497  MODELED GRAV-     980,430.5   (mgal)                       NAVD 88
 PN0497
 PN0497  HORZ ORDER  -  FIRST
 PN0497  VERT ORDER  -  FIRST     CLASS II
 PN0497
 PN0497.The horizontal coordinates were established by classical geodetic methods
 PN0497.and adjusted by the National Geodetic Survey in November 1991..
 PN0497
 PN0497.The orthometric height was determined by differential leveling
 PN0497.and adjusted by the National Geodetic Survey in June 1991..
 PN0497
 PN0497.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0497
 PN0497.The geoid height was determined by GEOID03.
 PN0497
 PN0497.The dynamic height is computed by dividing the NAVD 88
 PN0497.geopotential number by the normal gravity value computed on the
 PN0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0497.degrees latitude (g = 980.6199 gals.).
 PN0497
 PN0497.The modeled gravity was interpolated from observed gravity values.
 PN0497
 PN0497;                    North         East     Units Scale Factor Converg.
 PN0497;SPC WI C     -    62,910.791   615,648.746   MT  0.99997512   +0 08 19.0
 PN0497;SPC WI C     -   206,399.82  2,019,840.93   sFT  0.99997512   +0 08 19.0
 PN0497;UTM  16      - 4,920,049.771   276,737.617   MT  1.00021305   -1 57 44.4
 PN0497
 PN0497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0497!SPC WI C     -   0.99995609  x   0.99997512  =   0.99993121
 PN0497!UTM  16      -   0.99995609  x   1.00021305  =   1.00016913
 PN0497
 PN0497|---------------------------------------------------------------------|
 PN0497| PID    Reference Object                     Distance      Geod. Az  |
 PN0497|                                                           dddmmss.s |
 PN0497| PN0496 DUSTIN RM 1                          24.275 METERS 08328     |
 PN0497| PN0791 DUSTIN RM 4                          24.120 METERS 23159     |
 PN0497| PN0792 DUSTIN RM 5                         158.003 METERS 23847     |
 PN0497| PN0793 DUSTIN RM 3                                        24025     |
 PN0497| PN1110 TRAVERSE POINT NO 1                 APPROX. 1.0 KM 2800325.4 |
 PN0497| PN0498 DUSTIN RM 2                           6.478 METERS 30858     |
 PN0497|---------------------------------------------------------------------|
 PN0497
 PN0497                          SUPERSEDED SURVEY CONTROL
 PN0497
 PN0497  NAD 83(1986)-  44 23 57.56693(N)    089 48 12.84506(W) AD(       ) 1
 PN0497
 PN0497.Superseded values are not recommended for survey control.
 PN0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0497.See file dsdata.txt to determine how the superseded data were derived.
 PN0497
 PN0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7673820050(NAD 83)
 PN0497_MARKER: DB = BENCH MARK DISK
 PN0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0497_STAMPING: DUSTIN 1926 1973
 PN0497_MARK LOGO: CGS   
 PN0497_PROJECTION: PROJECTING 10 CENTIMETERS
 PN0497_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0497+STABILITY: SURFACE MOTION
 PN0497_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0497+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2003
 PN0497
 PN0497  HISTORY     - Date     Condition        Report By
 PN0497  HISTORY     - 1973     MONUMENTED       NGS
 PN0497  HISTORY     - 1973     SEE DESCRIPTION  NGS
 PN0497  HISTORY     - 1980     GOOD             NGS
 PN0497  HISTORY     - 1980     GOOD             NGS
 PN0497  HISTORY     - 1985     GOOD             NGS
 PN0497  HISTORY     - 20021208 MARK NOT FOUND   USPSQD
 PN0497  HISTORY     - 20030227 GOOD             WIDT
 PN0497  HISTORY     - 20040330 MARK NOT FOUND   USPSQD
 PN0497
 PN0497                          STATION DESCRIPTION
 PN0497
 PN0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PN0497'AT WISCONSIN RAPIDS.
 PN0497'LOCATED AT THE EAST EDGE OF WISCONSIN RAPIDS, AT THE NORTH EDGE
 PN0497'NEAR THE NORTHWEST CORNER OF THE ROBINSON CITY PARK, 62 FEET
 PN0497'SOUTH OF THE SOUTH RAIL OF RAILROAD, 20 FEET SOUTHWEST OF A 20
 PN0497'INCH PINE TREE, 80 FEET WEST OF THE SOUTHWEST LEG OF A POWER
 PN0497'TRANSMISSION TOWER AND SET IN THE TOP OF A ROUND CONCRETE POST
 PN0497'PROJECTING 2 INCHES.
 PN0497
 PN0497                          STATION RECOVERY (1973)
 PN0497
 PN0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 PN0497'THE STATION MARK WAS FOUND IN GOOD CONDITION.  THE SURFACE
 PN0497'STATION MARK WAS REMOVED AND THE UNDERGROUND POINT CHECKED AND
 PN0497'A NEW SURFACE STATION MARK SET HOLDING THE UNDERGROUND POINT.
 PN0497'REFERENCE MARK 1 AND 2 WERE SET.  AN AZIMUTH MARK REFERENCE
 PN0497'MARK 3 WAS SET AN POLARIS OBSERVATIONS MADE ON IT.  A NEW
 PN0497'DESCRIPTION FOLLOWS--
 PN0497'
 PN0497'THE STATION IS LOCATED NEAR THE EAST EDGE OF WISCONSIN RAPIDS,
 PN0497'AT THE NORTH EDGE OF THE ROBINSON CITY PARK, NEAR THE NORTHWEST
 PN0497'CORNER OF PARK, 62 FEET SOUTH OF THE SOUTH RAIL OF RAILROAD,
 PN0497'20 FEET SOUTHWEST OF A 20 INCH PINE TREE AND 80 FEET WEST OF THE
 PN0497'SOUTHWEST LEG OF A POWER TRANSMISSION TOWER.  THE MONUMENT
 PN0497'PROJECTS 3 INCHES AND THE DISK IS STAMPED DUSTIN 1926 1973.
 PN0497'
 PN0497'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DUSTIN 1926 NO
 PN0497'1 1973 SET IN A DRILL HOLE IN THE TOP AND SOUTHWEST EDGE OF
 PN0497'THE CONCRETE BASE OF THE SOUTHWEST LEG OF THE TRANSMISSION
 PN0497'TOWER.
 PN0497'
 PN0497'REFERENCE MARK 2 IS 48 FEET SOUTH OF THE SOUTH RAIL, 1 FOOT
 PN0497'SOUTH OF A FENCE, 33 FEET WEST OF THE PINE AND 94 FEET WEST OF
 PN0497'THE SOUTHWEST LEG OF THE TRANSMISSION TOWER.  THE MONUMENT
 PN0497'PROJECTS 2 INCHES AND THE DISK IS STAMPED DUSTIN 1926 NO 2 1973.
 PN0497'
 PN0497'REFERENCE MARK 3 (AZI. MK. 1973) IS A STANDARD DISK STAMPED DUSTIN
 PN0497'1926 NO 3 1973 SET IN A DRILL HOLE IN THE TOP OF THE WEST CONCRETE
 PN0497'CURBING OF N 16TH STREET, 11 FEET SOUTH OF THE CENTERLINE
 PN0497'OF DRIVEWAY TO HOUSE 1231, 20 FEET WEST OF THE CENTERLINE
 PN0497'OF N 16TH ST., AND 31 FEET NORTH OF THE CENTERLINE OF MONROE ST.
 PN0497'
 PN0497'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 PN0497'
 PN0497'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT EAST
 PN0497'EDGE OF WISCONSIN RAPIDS
 PN0497
 PN0497                          STATION RECOVERY (1980)
 PN0497
 PN0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (EDW)
 PN0497'THE STATION MARK, REFERENCE MARKS 1, 2 AND REFERENCE MARK 3 (AZ
 PN0497'MK) WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCE AND
 PN0497'DIRECTION TO REFERENCE MARKS 1 AND 2 COMPARED FAVORABLY WITH THE
 PN0497'1973 DATA BY C.L.N.  THE TOWER COULD NOT BE BUILT OVER THE STATION
 PN0497'MARK DUE TO POWER LINES, THEREFORE A NEW REFERENCE MARK 4 WAS
 PN0497'ESTABLISHED AND OCCUPIED AT THIS TIME.  REFERENCE MARK 3, USED AS
 PN0497'THE AZIMUTH MARK IN THE 1973 DATA BY C.L.N., IS NO LONGER VISIBLE
 PN0497'FROM THE STATION DUE TO HOUSES ON LINE OF SIGHT.  A LONG REFERENCE
 PN0497'MARK 5 WAS ESTABLISHED AT THIS TIME.  A NEW AND COMPLETE
 PN0497'DESCRIPTION FOLLOWS.
 PN0497'
 PN0497'THE STATION IS LOCATED IN WISCONSIN RAPIDS AT THE NORTHWEST
 PN0497'CORNER OF ROBINSON CITY PARK.
 PN0497'OWNERSHIP--CITY OF WISCONSIN RAPIDS, CITY ENGINEER-MR. ROY
 PN0497'ELMHURST, 444 WEST GRAND AVENUE, (PHONE NUMBER 715-423-1900), GAVE
 PN0497'PERMISSION FOR THE STATION.
 PN0497'
 PN0497'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 13 AND
 PN0497'54, ON THE EAST SIDE OF WISCONSIN RAPIDS, GO NORTH ON STATE
 PN0497'HIGHWAY 54 (EIGHTH STREET) FOR 0.3 MILE TO THE JUNCTION OF BAKER
 PN0497'STREET AND WHERE STATE HIGHWAY 54 TURNS TO THE RIGHT.  TURN RIGHT
 PN0497'AND GO EAST ON STATE HIGHWAY 54 FOR 0.55 MILE TO THE JUNCTION OF
 PN0497'NORTH SEVENTEENTH STREET.  TURN LEFT AND GO NORTH ON NORTH
 PN0497'SEVENTEENTH STREET FOR 0.35 MILE TO THE JUNCTION OF NORTON STREET
 PN0497'AND ROBINSON STREET.  TURN RIGHT AND GO EAST-NORTHEAST ON A PAVED
 PN0497'STREET FOR ABOUT 125 FEET TO REFERENCE MARK 5 ON THE RIGHT AS
 PN0497'DESCRIBED.  CONTINUE EAST-NORTHEAST ON THE PAVED STREET FOR 0.05
 PN0497'MILE TO THE END OF PAVEMENT.  BEAR RIGHT AND GO EAST ON A TRACK
 PN0497'ROAD FOR 0.05 MILE ACROSS THE NORTH END OF THE CITY PARK TO THE
 PN0497'STATION ON THE LEFT AS DESCRIBED.
 PN0497'
 PN0497'THE STATION IS A STANDARD NGS DISK
 PN0497'STAMPED---DUSTIN 1926 1973---,
 PN0497'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 PN0497'PROJECTING 6 CM ABOVE THE GROUND.  IT IS LOCATED
 PN0497'24.38 METERS (80 FT) WEST FROM THE SOUTHWEST LEG OF THE HIGH
 PN0497'VOLTAGE TOWER,
 PN0497'12.80 METERS (42 FT) EAST FROM A 24-INCH NORWAY PINE TREE AND
 PN0497'4.30 METERS (14.1 FT) SOUTH FROM A METAL WITNESS POST AND FENCE.
 PN0497'THE UNDERGROUND MARK IS THERE ACCORDING TO THE 1973 DATA BY C.L.N.
 PN0497'
 PN0497'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 PN0497'STAMPED---DUSTIN 1926 NO 1 1973---,
 PN0497'CEMENTED IN A DRILL HOLE IN THE SOUTHWEST CORNER OF THE CONCRETE
 PN0497'BASE OF THE SOUTHWEST LEG OF THE HIGH VOLTAGE POWER LINE TOWER.
 PN0497'IT IS LOCATED
 PN0497'19.81 METERS (65 FT) NORTH FROM A 24-INCH NORWAY PINE TREE AND
 PN0497'19.50 METERS (64 FT) SOUTH FROM THE CENTER OF RAILROAD TRACKS.
 PN0497'MARK IS ABOVE STATION 0.5 METERS.
 PN0497'
 PN0497'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 PN0497'STAMPED---DUSTIN 1926 NO 2 1973---,
 PN0497'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN0497'FLUSH WITH GROUND.  IT IS LOCATED
 PN0497'29.27 METERS (96 FT) WEST FROM THE SOUTHWEST LEG OF HIGH VOLTAGE
 PN0497'TOWER,
 PN0497'4.58 METERS (15 FT) WEST FROM A METAL WITNESS POST AND
 PN0497'0.3 METER (1.0 FT) SOUTH FROM A EAST-WEST FENCE.
 PN0497'MARK IS BELOW STATION 0.3 METERS.
 PN0497'
 PN0497'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 PN0497'STAMPED---DUSTIN 1926 NO 3 1973---,
 PN0497'CEMENTED IN A DRILL HOLE IN A CONCRETE CURBING, PROJECTING 15 CM
 PN0497'ABOVE GROUND.  NOTE- THIS MARK IS NO LONGER VISIBLE FROM THE
 PN0497'STATION DUE TO HOUSES ON LINE OF SIGHT.
 PN0497'IT IS LOCATED
 PN0497'39.93 METERS (131 FT) NORTH FROM THE CENTER OF MONROE STREET,
 PN0497'6.09 METERS (20 FT) WEST FROM THE CENTER OF NORTH SIXTEENTH STREET
 PN0497'AND
 PN0497'3.35 METERS (11 FT) SOUTH FROM THE CENTER OF A DRIVEWAY.
 PN0497'MARK IS LEVEL WITH STATION.
 PN0497'
 PN0497'REFERENCE MARK NUMBER 4 IS A STANDARD NGS DISK
 PN0497'STAMPED---DUSTIN 1926 NO 4 1980---,
 PN0497'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN0497'PROJECTING 2 CM ABOVE THE GROUND.  IT IS LOCATED
 PN0497'28.49 METERS (93.5 FT) EAST FROM A 30-INCH OAK TREE,
 PN0497'26.97 METERS (88.5 FT) SOUTHWEST FROM A METAL WITNESS POST AND
 PN0497'18.59 METERS (61 FT) SOUTH FROM A FENCE.  THE UNDERGROUND MARK IS
 PN0497'A STANDARD NGS DISK STAMPED---DUSTIN 1926 NO 4 1980---, SET INTO
 PN0497'THE TOP OF AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE
 PN0497'SURFACE.
 PN0497'
 PN0497'REFERENCE MARK NUMBER 5 IS A STANDARD NGS DISK
 PN0497'STAMPED---DUSTIN 1926 NO 5 1980---,
 PN0497'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN0497'FLUSH WITH GROUND.  IT IS LOCATED
 PN0497'38.70 METERS (127 FT) EAST FROM THE CENTER OF THE INTERSECTION OF
 PN0497'NORTH SEVENTEENTH STREET, ROBINSON STREET AND NORTON STREET,
 PN0497'6.09 METERS (20 FT) WEST FROM A 24-INCH OAK TREE AND
 PN0497'2.44 METERS (8 FT) SOUTH FROM A METAL WITNESS POST.  THE
 PN0497'UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED---DUSTIN 1926 NO
 PN0497'5 1980---, SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS
 PN0497'BELOW THE SURFACE.
 PN0497'MARK IS BELOW STATION 1.6 METERS.
 PN0497'
 PN0497'HEIGHT OF LIGHT SHOW ABOVE THE MARK WAS 1.3 METERS.
 PN0497
 PN0497                          STATION RECOVERY (1980)
 PN0497
 PN0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (EEE)
 PN0497'STATION MARK, RMS 1, 2, 3, 4, AND 5 WERE RECOVERED AS DESCRIBED.
 PN0497'NGS PARTY 19 IS CURRENTLY OCCUPYING RM NO. 4.
 PN0497'
 PN0497'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT WISCONSIN
 PN0497'RAPIDS.
 PN0497
 PN0497                          STATION RECOVERY (1985)
 PN0497
 PN0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0497'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.9 KM (0.55
 PN0497'MI) EASTERLY ALONG STATE HIGHWAY 54 FROM ITS JUNCTION WITH NORTH
 PN0497'EIGHTH STREET IN WISCONSIN RAPIDS, THENCE 0.6 KM (0.35 MI) NORTH ALONG
 PN0497'NORTH 17TH STREET, THENCE 0.2 KM (0.1 MI) NORTHWEST ALONG A TRACK
 PN0497'ROAD, NEAR THE CENTER OF THE NORTH END OF ROBINSON PARK, 24.4 M
 PN0497'(80.1 FT) WEST OF THE SOUTHWEST CORNER OF THE FOUNDATION FOR THE
 PN0497'SOUTHWEST LEG OF A HIGHLINE TOWER, AND 12.8 M (42.0 FT) EAST OF A
 PN0497'24-INCH PINE TREE.
 PN0497'THE MARK IS 4.3 METERS  S FROM  A WITNESS POST AND FENCE
 PN0497'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 PN0497
 PN0497                          STATION RECOVERY (2002)
 PN0497
 PN0497'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0497'MARK NOT FOUND.
 PN0497
 PN0497                          STATION RECOVERY (2003)
 PN0497
 PN0497'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 PN0497'OWNERSHIP--CITY OF WISCONSIN RAPIDS.  TO REACH THE STATION FROM THE
 PN0497'JUNCTION OF STATE HIGHWAY 54 AND STATE HIGHWAY 13 NORTH (EAST
 PN0497'RIVERVIEW EXPRESSWAY) WITH STATE HIGHWAY 13 SOUTH (8TH STREET), GO
 PN0497'EAST ON STATE HIGHWAY 54 FOR 0.9 MI (1.45 KM) TO WHERE STATE HIGHWAY
 PN0497'54 TURNS NORTH AND COUNTY HIGHWAY WEST CONTINUES EAST, TURN RIGHT AND
 PN0497'GO NORTH ON STATE HIGHWAY 54 EAST FOR 1.25 MI (2.01 KM) TO THE BAKER
 PN0497'STREET ON THE LEFT AND WASHINGTON STREET ON THE RIGHT, TURN LEFT AND
 PN0497'GO WEST ON BAKER STREET FOR 0.25 MI (0.4 KM) TO 17TH STREET ON THE
 PN0497'RIGHT, TURN RIGHT AND GO NORTH ON 17TH STREET FOR 0.35 MI (0.56 KM) TO
 PN0497'NORTON STREET ON THE LEFT AND ROBINSON STREET ON THE RIGHT, TURN RIGHT
 PN0497'AND GO NORTHEAST ON ROBINSON STREET FOR 0.05 MI (0.08 KM) TO THE END
 PN0497'OF PAVEMENT, CONTINUE EAST ALONG BOUNDARY OF PARK FOR 0.05 MI (0.08
 PN0497'KM) TO THE STATION.  THE STATION IS A BRONZE US COAST AND GEODETIC
 PN0497'SURVEY BENCH MARK DISK SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST
 PN0497'ABOUT 3 M (9.8 FT) ABOVE THE RAILROAD TRACKS.  THE STATION IS 18.9 M
 PN0497'(62.0 FT) SOUTH OF THE SOUTH RAIL, 24.4 M (80.1 FT) WEST OF THE
 PN0497'SOUTHWEST CORNER OF THE FOUNDATION OF SOUTHWEST LEG OF ELECTRIC TOWER,
 PN0497'12.8 M (42.0 FT) EAST OF 60-CM DIAMETER WHITE PINE TREE, AND 4.9 M
 PN0497'(16.1 FT) SOUTH OF OLD CHAIN LINK FENCE.  ---NOTE---THIS STATION IS
 PN0497'NOT SUITABLE DUE TO THREE QUADRANTS BEING BLOCKED BY TREES ABOVE 25
 PN0497'DEGREES ABOVE THE HORIZON.
 PN0497
 PN0497                          STATION RECOVERY (2004)
 PN0497
 PN0497'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN0497'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0793 ***********************************************************************
 PN0793  DESIGNATION -  DUSTIN RM 3
 PN0793  PID         -  PN0793
 PN0793  STATE/COUNTY-  WI/WOOD
 PN0793  USGS QUAD   -  WISCONSIN RAPIDS NORTH (1984)
 PN0793
 PN0793                         *CURRENT SURVEY CONTROL
 PN0793  ___________________________________________________________________
 PN0793* NAD 83(1986)-  44 23 52.     (N)    089 48 25.     (W)     SCALED    
 PN0793* NAVD 88     -       314.429  (meters)    1031.59   (feet)  ADJUSTED  
 PN0793  ___________________________________________________________________
 PN0793  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 PN0793  DYNAMIC HT  -         314.373 (meters)    1031.41  (feet)  COMP
 PN0793  MODELED GRAV-     980,430.8   (mgal)                       NAVD 88
 PN0793
 PN0793  VERT ORDER  -  FIRST     CLASS II
 PN0793
 PN0793.The horizontal coordinates were scaled from a topographic map and have
 PN0793.an estimated accuracy of +/- 6 seconds.
 PN0793
 PN0793.The orthometric height was determined by differential leveling
 PN0793.and adjusted by the National Geodetic Survey in June 1991..
 PN0793
 PN0793.The geoid height was determined by GEOID03.
 PN0793
 PN0793.The dynamic height is computed by dividing the NAVD 88
 PN0793.geopotential number by the normal gravity value computed on the
 PN0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0793.degrees latitude (g = 980.6199 gals.).
 PN0793
 PN0793.The modeled gravity was interpolated from observed gravity values.
 PN0793
 PN0793;                    North         East    Units  Estimated Accuracy
 PN0793;SPC WI C     -    62,740.      615,380.      MT  (+/- 180 meters Scaled)
 PN0793
 PN0793                          SUPERSEDED SURVEY CONTROL
 PN0793
 PN0793.No superseded survey control is available for this station.
 PN0793
 PN0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ764198(NAD 83)
 PN0793_MARKER: DR = REFERENCE MARK DISK
 PN0793_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PN0793_SP_SET: CURB
 PN0793_STAMPING: DUSTIN 1926 NO 3 1973
 PN0793_MARK LOGO: NGS   
 PN0793_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PN0793_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0793+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2004
 PN0793
 PN0793  HISTORY     - Date     Condition        Report By
 PN0793  HISTORY     - 1973     MONUMENTED       NGS
 PN0793  HISTORY     - 1985     GOOD             NGS
 PN0793  HISTORY     - 20021207 GOOD             USPSQD
 PN0793  HISTORY     - 20030227 GOOD             WIDT
 PN0793  HISTORY     - 20040330 GOOD             USPSQD
 PN0793
 PN0793                          STATION DESCRIPTION
 PN0793
 PN0793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0793'IN WISCONSIN RAPIDS.
 PN0793'IN WISCONSIN RAPIDS, AT THE INTERSECTION OF NORTH 16TH STREET AND
 PN0793'MONROE STREET, IN TOP OF THE WEST CONCRETE CURB OF 16TH STREET, 39.9 M
 PN0793'(130.9 FT) NORTH OF THE CENTER OF MONROE STREET, 6.1 M (20.0 FT) WEST
 PN0793'OF THE CENTER OF NORTH 16TH STREET, AND 3.4 M (11.2 FT) SOUTH OF THE
 PN0793'CENTER OF A DRIVEWAY.
 PN0793'THE MARK IS ABOVE LEVEL WITH THE STREETS.
 PN0793
 PN0793                          STATION RECOVERY (2002)
 PN0793
 PN0793'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0793'RECOVERED IN GOOD CONDITION.
 PN0793
 PN0793                          STATION RECOVERY (2003)
 PN0793
 PN0793'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 PN0793'OWNERSHIP--CITY OF WISCONSIN RAPIDS.  TO REACH THE STATION FROM THE
 PN0793'JUNCTION OF STATE HIGHWAY 54 AND STATE HIGHWAY 13 NORTH (EAST
 PN0793'RIVERVIEW EXPRESSWAY) WITH STATE HIGHWAY 13 SOUTH (8TH STREET), GO
 PN0793'EAST ON STATE HIGHWAY 54 FOR 0.9 MI (1.45 KM) TO WHERE STATE HIGHWAY
 PN0793'54 TURNS NORTH AND COUNTY HIGHWAY WEST CONTINUES EAST, TURN RIGHT AND
 PN0793'GO NORTH ON STATE HIGHWAY 54 FOR 1.25 MI (2.01 KM) TO BAKER STREET ON
 PN0793'THE LEFT AND WASHINGTON STREET ON THE RIGHT, TURN LEFT AND GO WEST ON
 PN0793'BAKER STREET FOR 0.3 MI (0.48 KM) TO 16TH STREET ON THE RIGHT, TURN
 PN0793'RIGHT AND GO NORTH ON 16TH STREET FOR 0.3 MI (0.48 KM) TO MONROE
 PN0793'STREET ON THE LEFT AND THE STATION ON THE LEFT.  THE STATION IS A
 PN0793'BRONZE NATIONAL GEODETIC SURVEY REFERENCE MARK DISK SET IN THE TOP OF
 PN0793'THE WEST CURB OF 16TH STREET ABOUT 0.15 M (0.5 FT) ABOVE THE STREET
 PN0793'PAVEMENT.  THE STATION IS 39.9 M (130.9 FT) NORTH OF THE CENTERLINE OF
 PN0793'MONROE STREET, 6.1 M (20.0 FT) WEST OF THE CENTERLINE OF NORTH 16TH
 PN0793'STREET, AND 3.4 M (11.2 FT) SOUTH OF THE CENTERLINE OF CONCRETE
 PN0793'DRIVEWAY RUNNING WEST.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 PN0793'OBSERVATIONS DUE TO TREES TO THE SOUTHWEST AND WEST EXTENDING TO 50
 PN0793'DEGREES ABOVE THE HORIZON AND A TREE TO THE NORTHEAST EXTENDING TO 30
 PN0793'DEGREES ABOVE THE HORIZON.
 PN0793
 PN0793                          STATION RECOVERY (2004)
 PN0793
 PN0793'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN0793'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0791 ***********************************************************************
 PN0791  DESIGNATION -  DUSTIN RM 4
 PN0791  PID         -  PN0791
 PN0791  STATE/COUNTY-  WI/WOOD
 PN0791  USGS QUAD   -  WISCONSIN RAPIDS NORTH (1984)
 PN0791
 PN0791                         *CURRENT SURVEY CONTROL
 PN0791  ___________________________________________________________________
 PN0791* NAD 83(1991)-  44 23 57.08756(N)    089 48 13.69706(W)     ADJUSTED  
 PN0791* NAVD 88     -       315.062  (meters)    1033.67   (feet)  ADJUSTED  
 PN0791  ___________________________________________________________________
 PN0791  LAPLACE CORR-          -5.41  (seconds)                    DEFLEC99
 PN0791  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 PN0791  DYNAMIC HT  -         315.005 (meters)    1033.48  (feet)  COMP
 PN0791  MODELED GRAV-     980,430.5   (mgal)                       NAVD 88
 PN0791
 PN0791  HORZ ORDER  -  FIRST
 PN0791  VERT ORDER  -  FIRST     CLASS II
 PN0791
 PN0791.The horizontal coordinates were established by classical geodetic methods
 PN0791.and adjusted by the National Geodetic Survey in November 1991..
 PN0791
 PN0791.The orthometric height was determined by differential leveling
 PN0791.and adjusted by the National Geodetic Survey in June 1991..
 PN0791
 PN0791.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0791
 PN0791.The geoid height was determined by GEOID03.
 PN0791
 PN0791.The dynamic height is computed by dividing the NAVD 88
 PN0791.geopotential number by the normal gravity value computed on the
 PN0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0791.degrees latitude (g = 980.6199 gals.).
 PN0791
 PN0791.The modeled gravity was interpolated from observed gravity values.
 PN0791
 PN0791;                    North         East     Units Scale Factor Converg.
 PN0791;SPC WI C     -    62,895.889   615,629.781   MT  0.99997514   +0 08 18.4
 PN0791;SPC WI C     -   206,350.93  2,019,778.71   sFT  0.99997514   +0 08 18.4
 PN0791;UTM  16      - 4,920,035.570   276,718.114   MT  1.00021316   -1 57 45.0
 PN0791
 PN0791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0791!SPC WI C     -   0.99995613  x   0.99997514  =   0.99993127
 PN0791!UTM  16      -   0.99995613  x   1.00021316  =   1.00016928
 PN0791
 PN0791|---------------------------------------------------------------------|
 PN0791| PID    Reference Object                     Distance      Geod. Az  |
 PN0791|                                                           dddmmss.s |
 PN0791| PN0498 DUSTIN RM 2                          23.529 METERS 03624     |
 PN0791| PN0497 DUSTIN RESET                         24.120 METERS 05159     |
 PN0791| PN1096 WHITING MUN TANK                    APPROX.21.8 KM 0612127.5 |
 PN0791| PN0496 DUSTIN RM 1                          46.586 METERS 06746     |
 PN0791| PN0792 DUSTIN RM 5                         134.084 METERS 24000     |
 PN0791| PN1118 WISCONSIN RAPIDS E MUN TANK         APPROX. 0.9 KM 2440018.1 |
 PN0791| PN1122 WISCONSIN RAPIDS W MUN TANK         APPROX. 3.0 KM 2600341.7 |
 PN0791| PN1121 WISCONSIN RAPIDS RAD WFHR           APPROX. 3.1 KM 3050708.5 |
 PN0791| PN1134 VESPER MUN TANK                     APPROX.15.5 KM 3055615.5 |
 PN0791| PN1132 JANET 1921 RM 2                     APPROX.13.3 KM 3060328.0 |
 PN0791|---------------------------------------------------------------------|
 PN0791
 PN0791                          SUPERSEDED SURVEY CONTROL
 PN0791
 PN0791  NAD 83(1986)-  44 23 57.08541(N)    089 48 13.70404(W) AD(       ) 1
 PN0791  NAD 27      -  44 23 57.21091(N)    089 48 13.26301(W) AD(       ) 1
 PN0791  NGVD 29 (07/19/86)  315.09   (m)         1033.8    (f) LEVELING    3  
 PN0791
 PN0791.Superseded values are not recommended for survey control.
 PN0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0791.See file dsdata.txt to determine how the superseded data were derived.
 PN0791
 PN0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7671820036(NAD 83)
 PN0791_MARKER: DR = REFERENCE MARK DISK
 PN0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0791_SP_SET: CONCRETE POST
 PN0791_STAMPING: DUSTIN 1926 NO 4 1980
 PN0791_MARK LOGO: NGS   
 PN0791_PROJECTION: FLUSH
 PN0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0791+STABILITY: SURFACE MOTION
 PN0791
 PN0791  HISTORY     - Date     Condition        Report By
 PN0791  HISTORY     - 1980     MONUMENTED       NGS
 PN0791  HISTORY     - 1985     GOOD             NGS
 PN0791  HISTORY     - 20021208 MARK NOT FOUND   USPSQD
 PN0791  HISTORY     - 20040330 MARK NOT FOUND   USPSQD
 PN0791
 PN0791                          STATION DESCRIPTION
 PN0791
 PN0791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (EDW)
 PN0791'THE STATION IS LOCATED IN WISCONSIN RAPIDS, AT THE NORTHWEST
 PN0791'CORNER OF ROBINSON PARK.
 PN0791'OWNERSHIP--CITY OF WISCONSIN RAPIDS, MR. ROY ELMHURST-CITY
 PN0791'ENGINEER, 444 WEST GRAND AVENUE, (PHONE NUMBER 715-423-1900),
 PN0791'GAVE PERMISSION FOR THE STATION.
 PN0791'
 PN0791'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 13 AND
 PN0791'54, ON THE EAST SIDE OF WISCONSIN RAPIDS, GO NORTH ON STATE
 PN0791'HIGHWAY 54 (EIGHTH STREET) FOR 0.3 MILE TO THE JUNCTION OF BAKER
 PN0791'STREET AND WHERE STATE HIGHWAY 54 TURNS TO THE RIGHT.  TURN RIGHT
 PN0791'AND GO EAST ON STATE HIGHWAY 54 FOR 0.55 MILE TO THE JUNCTION OF
 PN0791'NORTH SEVENTEENTH STREET.  TURN LEFT AND GO NORTH ON NORTH
 PN0791'SEVENTEENTH STREET FOR 0.35 MILE TO THE JUNCTION OF NORTON STREET
 PN0791'AND ROBINSON STREET.  TURN RIGHT AND GO EAST-NORTHEAST ON A PAVED
 PN0791'STREET FOR ABOUT 125 FEET TO REFERENCE MARK 5 ON THE RIGHT AS
 PN0791'DESCRIBED.  CONTINUE EAST-NORTHEAST ON THE PAVED STREET FOR 0.05
 PN0791'MILE TO THE END OF PAVEMENT.  BEAR RIGHT AND GO EAST ON A TRACK
 PN0791'ROAD FOR 0.05 MILE ACROSS THE NORTH END OF THE CITY PARK TO THE
 PN0791'STATION ON THE LEFT AS DESCRIBED.
 PN0791'
 PN0791'THE STATION IS A STANDARD NGS REFERENCE MARK DISK
 PN0791'STAMPED---DUSTIN 1926 NO 4 1980---,
 PN0791'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN0791'PROJECTING 2 CM ABOVE THE GROUND.  IT IS LOCATED
 PN0791'28.49 METERS (93.5 FT) EAST FROM A 30-INCH OAK TREE,
 PN0791'26.97 METERS (88.5 FT) SOUTHWEST FROM A METAL WITNESS POST AND
 PN0791'18.59 METERS (61 FT) SOUTH FROM A FENCE.
 PN0791'THE UNDERGROUND MARK IS A STANDARD NGS REFERENCE MARK DISK
 PN0791'STAMPED---DUSTIN 1926 NO 4 1980---,
 PN0791'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 PN0791'
 PN0791'STATION DUSTIN 1926 IS A STANDARD NGS DISK
 PN0791'STAMPED---DUSTIN 1926 1973---,
 PN0791'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 PN0791'PROJECTING 6 CM ABOVE THE GROUND.  IT IS LOCATED
 PN0791'24.38 METERS (80 FT) WEST FROM THE SOUTHWEST LEG OF THE HIGH
 PN0791'VOLTAGE TOWER,
 PN0791'12.80 METERS (42 FT) EAST FROM A 24-INCH NORWAY PINE TREE AND
 PN0791'4.30 METERS (14.1 FT) SOUTH FROM A METAL WITNESS POST AND FENCE.
 PN0791'THE UNDERGROUND MARK IS THERE ACCORDING TO THE 1973 DATA BY C.L.N.
 PN0791'
 PN0791'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 PN0791'STAMPED---DUSTIN 1926 NO 1 1973---,
 PN0791'CEMENTED IN A DRILL HOLE IN THE SOUTHWEST CORNER OF THE CONCRETE
 PN0791'BASE OF THE SOUTHWEST LEG OF THE HIGH VOLTAGE POWER LINE TOWER.
 PN0791'IT IS LOCATED
 PN0791'19.81 METERS (65 FT) NORTH FROM A 24-INCH NORWAY PINE TREE AND
 PN0791'19.50 METERS (64 FT) SOUTH FROM THE CENTER OF RAILROAD TRACKS.
 PN0791'MARK IS ABOVE STATION 0.5 METERS.
 PN0791'
 PN0791'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 PN0791'STAMPED---DUSTIN 1926 NO 2 1973---,
 PN0791'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN0791'FLUSH WITH GROUND.  IT IS LOCATED
 PN0791'29.27 METERS (96 FT) WEST FROM THE SOUTHWEST LEG OF HIGH VOLTAGE
 PN0791'TOWER,
 PN0791'4.58 METERS (15 FT) WEST FROM A METAL WITNESS POST AND
 PN0791'0.3 METER (1.0 FT) SOUTH FROM A EAST-WEST FENCE.
 PN0791'MARK IS BELOW STATION 0.3 METERS.
 PN0791'
 PN0791'REFERENCE MARK NUMBER 5 IS A STANDARD NGS DISK
 PN0791'STAMPED---DUSTIN 1926 NO 5 1980---,
 PN0791'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN0791'FLUSH WITH GROUND.  IT IS LOCATED
 PN0791'38.70 METERS (127 FT) EAST FROM THE CENTER OF THE INTERSECTION OF
 PN0791'NORTH SEVENTEENTH STREET, ROBINSON STREET AND NORTON STREET,
 PN0791'6.09 METERS (20 FT) WEST FROM A 24-INCH OAK TREE AND
 PN0791'2.44 METERS (8 FT) SOUTH FROM A METAL WITNESS POST.  THE
 PN0791'UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED---DUSTIN 1926 NO
 PN0791'5 1980---, SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS
 PN0791'BELOW THE SURFACE.
 PN0791'MARK IS BELOW STATION 1.6 METERS.
 PN0791'
 PN0791'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 34.4 METERS.
 PN0791'
 PN0791'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION DUSTIN
 PN0791'1926 USING STANDARDIZED 30 METER TAPES.
 PN0791
 PN0791                          STATION RECOVERY (1985)
 PN0791
 PN0791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0791'1.7 KM (1.05 MI) EAST FROM WISCONSIN RAPIDS.
 PN0791'0.9 KM (0.55 MI) EASTERLY ALONG STATE HIGHWAY 54 FROM ITS JUNCTION
 PN0791'WITH NORTH 8TH STREET IN WISCONSIN RAPIDS, THENCE 0.6 KM (0.35 MI)
 PN0791'NORTH ALONG 17TH STREET, THENCE 0.2 KM (0.1 MI) NORTHWEST ALONG A
 PN0791'TRACK ROAD, NEAR THE CENTER OF THE NORTH END OF ROBINSON PARK, 48.8 M
 PN0791'(160.1 FT) WEST OF THE SOUTHWEST LEG OF A HIGHLINE TOWER, 24.2 M (79.4
 PN0791'FT) SOUTH OF THE NEAR RAIL OF THE GREEN BAY AND WESTERN RAILROAD, AND
 PN0791'24.2 M (79.4 FT) WEST OF TRIANGULATION STATION DUSTIN RESET 1973.
 PN0791'THE MARK IS 25.3 METERS  W FROM  A WITNESS POST
 PN0791
 PN0791                          STATION RECOVERY (2002)
 PN0791
 PN0791'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0791'MARK NOT FOUND.
 PN0791
 PN0791                          STATION RECOVERY (2004)
 PN0791
 PN0791'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN0791'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0792 ***********************************************************************
 PN0792  DESIGNATION -  DUSTIN RM 5
 PN0792  PID         -  PN0792
 PN0792  STATE/COUNTY-  WI/WOOD
 PN0792  USGS QUAD   -  WISCONSIN RAPIDS NORTH (1984)
 PN0792
 PN0792                         *CURRENT SURVEY CONTROL
 PN0792  ___________________________________________________________________
 PN0792* NAD 83(1991)-  44 23 54.91541(N)    089 48 18.94416(W)     ADJUSTED  
 PN0792* NAVD 88     -       313.704  (meters)    1029.21   (feet)  ADJUSTED  
 PN0792  ___________________________________________________________________
 PN0792  LAPLACE CORR-          -5.42  (seconds)                    DEFLEC99
 PN0792  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 PN0792  DYNAMIC HT  -         313.648 (meters)    1029.03  (feet)  COMP
 PN0792  MODELED GRAV-     980,430.7   (mgal)                       NAVD 88
 PN0792
 PN0792  HORZ ORDER  -  SECOND
 PN0792  VERT ORDER  -  FIRST     CLASS II
 PN0792
 PN0792.The horizontal coordinates were established by classical geodetic methods
 PN0792.and adjusted by the National Geodetic Survey in November 1991..
 PN0792
 PN0792.The orthometric height was determined by differential leveling
 PN0792.and adjusted by the National Geodetic Survey in June 1991..
 PN0792
 PN0792.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0792
 PN0792.The geoid height was determined by GEOID03.
 PN0792
 PN0792.The dynamic height is computed by dividing the NAVD 88
 PN0792.geopotential number by the normal gravity value computed on the
 PN0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0792.degrees latitude (g = 980.6199 gals.).
 PN0792
 PN0792.The modeled gravity was interpolated from observed gravity values.
 PN0792
 PN0792;                    North         East     Units Scale Factor Converg.
 PN0792;SPC WI C     -    62,828.564   615,513.829   MT  0.99997523   +0 08 14.6
 PN0792;SPC WI C     -   206,130.05  2,019,398.29   sFT  0.99997523   +0 08 14.6
 PN0792;UTM  16      - 4,919,972.527   276,599.743   MT  1.00021381   -1 57 48.6
 PN0792
 PN0792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0792!SPC WI C     -   0.99995634  x   0.99997523  =   0.99993158
 PN0792!UTM  16      -   0.99995634  x   1.00021381  =   1.00017015
 PN0792
 PN0792                          SUPERSEDED SURVEY CONTROL
 PN0792
 PN0792  NAD 83(1986)-  44 23 54.91334(N)    089 48 18.95094(W) AD(       ) 2
 PN0792  NAD 27      -  44 23 55.03889(N)    089 48 18.51001(W) AD(       ) 2
 PN0792  NGVD 29 (07/19/86)  313.73   (m)         1029.3    (f) LEVELING    3  
 PN0792
 PN0792.Superseded values are not recommended for survey control.
 PN0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0792.See file dsdata.txt to determine how the superseded data were derived.
 PN0792
 PN0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7660019973(NAD 83)
 PN0792_MARKER: DR = REFERENCE MARK DISK
 PN0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0792_SP_SET: CONCRETE POST
 PN0792_STAMPING: DUSTIN 1926 NO 5 1980
 PN0792_MARK LOGO: NGS   
 PN0792_PROJECTION: FLUSH
 PN0792_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0792+STABILITY: SURFACE MOTION
 PN0792_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0792+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2003
 PN0792
 PN0792  HISTORY     - Date     Condition        Report By
 PN0792  HISTORY     - 1980     MONUMENTED       NGS
 PN0792  HISTORY     - 1985     GOOD             NGS
 PN0792  HISTORY     - 20021208 MARK NOT FOUND   USPSQD
 PN0792  HISTORY     - 20030227 GOOD             WIDT
 PN0792  HISTORY     - 20040330 MARK NOT FOUND   USPSQD
 PN0792
 PN0792                          STATION DESCRIPTION
 PN0792
 PN0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (EDW)
 PN0792'THE STATION IS LOCATED IN WISCONSIN RAPIDS AT THE NORTHWEST
 PN0792'CORNER OF ROBINSON PARK.
 PN0792'OWNERSHIP--CITY OF WISCONSIN RAPIDS, CITY ENGINEER-MR. ROY
 PN0792'ELMHURST, 444 WEST GRAND AVENUE, (PHONE NUMBER 715-423-1900), GAVE
 PN0792'PERMISSION FOR THE STATION.
 PN0792'
 PN0792'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 13 AND
 PN0792'54, ON THE EAST SIDE OF WISCONSIN RAPIDS, GO NORTH ON STATE
 PN0792'HIGHWAY 54 (EIGHTH STREET) FOR 0.3 MILE TO THE JUNCTION OF BAKER
 PN0792'STREET AND WHERE STATE HIGHWAY 54 TURNS TO THE RIGHT.  TURN RIGHT
 PN0792'AND GO EAST ON STATE HIGHWAY 54 FOR 0.55 MILE TO THE JUNCTION
 PN0792'OF NORTH SEVENTEENTH STREET.  TURN LEFT AND GO NORTH ON NORTH
 PN0792'SEVENTEENTH STREET FOR 0.35 MILE TO THE JUNCTION OF NORTON STREET
 PN0792'AND ROBINSON STREET.  TURN RIGHT AND GO EAST-NORTHEAST ON A PAVED
 PN0792'STREET FOR ABOUT 125 FEET TO THE STATION ON THE RIGHT AS
 PN0792'DESCRIBED.
 PN0792'
 PN0792'THE STATION IS A STANDARD NGS REFERENCE MARK DISK
 PN0792'STAMPED---DUSTIN 1926 NO 5 1980---,
 PN0792'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN0792'FLUSH WITH GROUND.  IT IS LOCATED
 PN0792'38.70 METERS (127 FT) EAST FROM THE CENTER OF THE INTERSECTION OF
 PN0792'NORTH SEVENTEENTH STREET AND NORTON STREET,
 PN0792'6.09 METERS (20 FT) WEST FROM A 24-INCH OAK TREE AND
 PN0792'2.44 METERS (8 FT) SOUTH FROM A METAL WITNESS POST.
 PN0792'THE UNDERGROUND MARK IS A STANDARD NGS REFERENCE MARK DISK
 PN0792'STAMPED---DUSTIN 1926 NO 5 1980---,
 PN0792'SET INTO AN IRREGULAR MASS OF CONCRETE 1.6 METERS BELOW THE SURFACE.
 PN0792'
 PN0792'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THERE WERE NO
 PN0792'REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 PN0792'
 PN0792'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
 PN0792'
 PN0792'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 PN0792'DUSTIN 1926 AND DUSTIN 1926 RM 4 USING ELECTRONIC DISTANCE
 PN0792'MEASURING EQUIPMENT.
 PN0792
 PN0792                          STATION RECOVERY (1985)
 PN0792
 PN0792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0792'IN WISCONSIN RAPIDS.
 PN0792'IN WISCONSIN RAPIDS, AT THE INTERSECTION OF NORTH 17TH STREET AND
 PN0792'NORTON STREET, 38.7 M (127.0 FT) EAST OF THE INTERSECTION OF THE
 PN0792'STREETS, AND 6.1 M (20.0 FT) WEST OF A 24-INCH OAK TREE.
 PN0792'THE MARK IS 2.4 METERS  S FROM  A WITNESS POST
 PN0792'THE MARK IS ABOVE LEVEL WITH THE STREETS.
 PN0792
 PN0792                          STATION RECOVERY (2002)
 PN0792
 PN0792'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0792'MARK NOT FOUND.
 PN0792
 PN0792                          STATION RECOVERY (2003)
 PN0792
 PN0792'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 PN0792'OWNERSHIP--CITY OF WISCONSIN RAPIDS.  TO REACH THE STATION FROM THE
 PN0792'JUNCTION OF STATE HIGHWAY 54 AND STATE HIGHWAY 13 NORTH (EAST
 PN0792'RIVERVIEW EXPRESSWAY) WITH STATE HIGHWAY 13 SOUTH (8TH STREET), GO
 PN0792'EAST ON STATE HIGHWAY 54 FOR 0.9 TO WHERE STATE HIGHWAY 54 TURNS NORTH
 PN0792'AND COUNTY HIGHWAY WEST CONTINUES EAST, TURN RIGHT AND GO NORTH ON
 PN0792'STATE HIGHWAY 54 EAST FOR 1.25 MI (2.01 KM) TO THE BAKER STREET ON THE
 PN0792'LEFT AND WASHINGTON STREET ON THE RIGHT, TURN LEFT AND GO WEST ON
 PN0792'BAKER STREET FOR 0.25 MI (0.4 KM) TO 17TH STREET ON THE RIGHT, TURN
 PN0792'RIGHT AND GO NORTH ON 17TH STREET FOR 0.35 MI (0.56 KM) TO NORTON
 PN0792'STRRET ON THE LEFT AND ROBINSON STREET AND THE STATION ON THE RIGHT.
 PN0792'THE STATION IS A BRONZE NATIONAL GEODETIC SURVEY REFERENCE MARK DISK
 PN0792'SET IN THE TOP OF A 30-CM DIAMETER CONCRETE POST ABOUT 1 M (3.3 FT)
 PN0792'BELOW THE STREET PAVEMENT.  THE STATION IS 9.8 M (32.2 FT) SOUTH OF
 PN0792'THE CENTERLINE OF ROBINSON STREET, 38.7 M (127.0 FT) EAST OF THE
 PN0792'CENTER OF INTERSECTION 17TH STREET AND NORTON STREET, 22 M (72.2 FT)
 PN0792'SOUTH OF SOUTHWEST CORNER HOUSE PRIVATE RESIDENCE --1711--, 6.1 M
 PN0792'(20.0 FT) WEST OF 20-INCH (51 CM) OAK TREE, AND 2.0 M (6.6 FT) SOUTH
 PN0792'OF OLD WOODEN UTILITY POLE.  ---NOTE---THIS STATION IS NOT SUITABLE
 PN0792'FOR GPS OBSERVATIONS DUE TO THE TREE OVERHANGING THE STATION.
 PN0792
 PN0792                          STATION RECOVERY (2004)
 PN0792
 PN0792'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN0792'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0640 ***********************************************************************
 QM0640  DESIGNATION -  DUTCHMAN LOOKOUT
 QM0640  PID         -  QM0640
 QM0640  STATE/COUNTY-  WI/MENOMINEE
 QM0640  USGS QUAD   -  PEROTE LAKE (1973)
 QM0640
 QM0640                         *CURRENT SURVEY CONTROL
 QM0640  ___________________________________________________________________
 QM0640* NAD 83(1991)-  45 00 09.69753(N)    088 52 18.48484(W)     ADJUSTED  
 QM0640* NAVD 88     -                                                        
 QM0640  ___________________________________________________________________
 QM0640  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 QM0640  GEOID HEIGHT-         -35.55  (meters)                     GEOID03
 QM0640
 QM0640  HORZ ORDER  -  THIRD
 QM0640
 QM0640.The horizontal coordinates were established by classical geodetic methods
 QM0640.and adjusted by the National Geodetic Survey in November 1991..
 QM0640
 QM0640
 QM0640.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0640
 QM0640.The geoid height was determined by GEOID03.
 QM0640
 QM0640;                    North         East     Units Scale Factor Converg.
 QM0640;SPC WI C     -   130,556.327   688,942.806   MT  0.99994314   +0 47 45.7
 QM0640;SPC WI C     -   428,333.55  2,260,306.52   sFT  0.99994314   +0 47 45.7
 QM0640;UTM  16      - 4,984,953.920   352,480.298   MT  0.99986760   -1 19 25.9
 QM0640
 QM0640                          SUPERSEDED SURVEY CONTROL
 QM0640
 QM0640  NAD 83(1986)-  45 00 09.70421(N)    088 52 18.49397(W) AD(       ) 4
 QM0640  NAD 27      -  45 00 09.80800(N)    088 52 18.11200(W) AD(       ) 3
 QM0640
 QM0640.Superseded values are not recommended for survey control.
 QM0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0640.See file dsdata.txt to determine how the superseded data were derived.
 QM0640
 QM0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ5248084954(NAD 83)
 QM0640_MARKER: 57 = LOOKOUT TOWER
 QM0640
 QM0640  HISTORY     - Date     Condition        Report By
 QM0640  HISTORY     - 1934     FIRST OBSERVED   CGS
 QM0640  HISTORY     - 20030425 MARK NOT FOUND   GEOCAC
 QM0640
 QM0640                          STATION DESCRIPTION
 QM0640
 QM0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QM0640'THIS STATION IS THE CENTER OF THE DUTCHMAN FIRE LOOKOUT TOWER
 QM0640'OF THE WISCONSIN DEPARTMENT OF CONSERVATION.  IT IS A STANDARD
 QM0640'SQUARE SKELETON STEEL TOWER WITH AN ENCLOSED CABIN ON TOP.
 QM0640'
 QM0640'THE TOWER IS ABOUT 2-3/4 MILES NORTHWEST OF NEOPIT, ABOUT
 QM0640'8-1/2 MILES EAST OF MATTOON, AND ABOUT 0.6 MILE NORTHEAST OF
 QM0640'STATE HIGHWAY 47, ON THE MENOMINEE INDIAN RESERVATION, IN THE
 QM0640'NW 1/4 SW 1/4 SEC. 12, T. 29 N., R. 13 E.
 QM0640
 QM0640                          STATION RECOVERY (2003)
 QM0640
 QM0640'RECOVERY NOTE BY GEOCACHING 2003 (RFC)
 QM0640'CONCRETE FOOTINGS ARE THE ONLY THINGS REMAINING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0530 ***********************************************************************
 PM0530  DESIGNATION -  DUVALL
 PM0530  PID         -  PM0530
 PM0530  STATE/COUNTY-  WI/DOOR
 PM0530  USGS QUAD   -  NAMUR (1978)
 PM0530
 PM0530                         *CURRENT SURVEY CONTROL
 PM0530  ___________________________________________________________________
 PM0530* NAD 83(1991)-  44 40 37.09873(N)    087 43 05.49135(W)     ADJUSTED  
 PM0530* NAVD 88     -       226.     (meters)     741.     (feet)  SCALED    
 PM0530  ___________________________________________________________________
 PM0530  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 PM0530  GEOID HEIGHT-         -36.34  (meters)                     GEOID03
 PM0530
 PM0530  HORZ ORDER  -  THIRD
 PM0530
 PM0530.The horizontal coordinates were established by classical geodetic methods
 PM0530.and adjusted by the National Geodetic Survey in November 1991..
 PM0530
 PM0530.The orthometric height was scaled from a topographic map.
 PM0530
 PM0530.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0530
 PM0530.The geoid height was determined by GEOID03.
 PM0530
 PM0530;                    North         East     Units Scale Factor Converg.
 PM0530;SPC WI C     -    96,285.127   780,887.933   MT  0.99994672   +1 36 36.0
 PM0530;SPC WI C     -   315,895.45  2,561,963.16   sFT  0.99994672   +1 36 36.0
 PM0530;UTM  16      - 4,947,317.930   443,078.310   MT  0.99963984   -0 30 17.9
 PM0530
 PM0530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0530!SPC WI C     -   0.99997027  x   0.99994672  =   0.99991699
 PM0530!UTM  16      -   0.99997027  x   0.99963984  =   0.99961012
 PM0530
 PM0530|---------------------------------------------------------------------|
 PM0530| PID    Reference Object                     Distance      Geod. Az  |
 PM0530|                                                           dddmmss.s |
 PM0530| CJ4873 DUVALL RM 1                          21.561 METERS 09056     |
 PM0530| CJ4872 DUVALL AZ MK                                       1564359.1 |
 PM0530| CJ4874 DUVALL RM 2                           9.388 METERS 27352     |
 PM0530|---------------------------------------------------------------------|
 PM0530
 PM0530                          SUPERSEDED SURVEY CONTROL
 PM0530
 PM0530  NAD 83(1986)-  44 40 37.09065(N)    087 43 05.47981(W) AD(       ) 3
 PM0530  NAD 27      -  44 40 37.10900(N)    087 43 05.13000(W) AD(       ) 3
 PM0530
 PM0530.Superseded values are not recommended for survey control.
 PM0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0530.See file dsdata.txt to determine how the superseded data were derived.
 PM0530
 PM0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ4307847318(NAD 83)
 PM0530_MARKER: DS = TRIANGULATION STATION DISK
 PM0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0530
 PM0530  HISTORY     - Date     Condition        Report By
 PM0530  HISTORY     - 1953     MONUMENTED       CGS
 PM0530  HISTORY     - 19960927 MARK NOT FOUND   USPSQD
 PM0530
 PM0530                          STATION DESCRIPTION
 PM0530
 PM0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0530'STATION IS LOCATED NEAR THE DOOR COUNTY-KEWAUNEE COUNTY LINE, ABOUT 6
 PM0530'MILES SOUTHWEST OF BRUSSELS, 4 MILES NORTHEAST OF DYCKESVILLE, 1
 PM0530'MILE NORTH OF DUVALL, AND 0.6 MILE EAST OF STATE HIGHWAY 57.  IT IS
 PM0530'28 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 4 FEET SOUTHEAST OF A
 PM0530'WHITE WITNESS POST, AND 2 FEET SOUTH OF A FENCE LINE.  THE MARK
 PM0530'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED DUVALL 1953.
 PM0530'
 PM0530'REFERENCE MARK NO. 1 IS 98 FEET NORTHWEST OF THE INTERSECTION OF THE
 PM0530'GRAVEL ROAD AND A GRAVEL SIDE ROAD, 29 FEET NORTH OF THE CENTER OF
 PM0530'THE GRAVEL ROAD, 6 FEET WEST OF A TELEPHONE POLE, AND 2 FEET SOUTH OF
 PM0530'A FENCE LINE.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS
 PM0530'STAMPED DUVALL NO 1 1953.
 PM0530'
 PM0530'REFERENCE MARK NO. 2 IS 40 FEET EAST OF A TELEPHONE POLE, 30 FEET
 PM0530'NORTH OF THE CENTER OF THE GRAVEL ROAD, AND 1 FOOT SOUTH OF A FENCE
 PM0530'LINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 PM0530'DUVALL NO 2 1953.
 PM0530'
 PM0530'AZIMUTH MARK IS 70 FEET WEST OF A TELEPHONE POLE, 27 FEET WEST OF THE
 PM0530'CENTER OF A GRAVEL ROAD, 2 FEET NORTH OF A FENCE CORNER, AND 2 FEET
 PM0530'NORTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 3
 PM0530'INCHES AND THE DISK IS STAMPED DUVALL 1953.
 PM0530'
 PM0530'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 57 AND
 PM0530'COUNTY ROAD S IN DYCKESVILLE, GO NORTH ON HIGHWAY 57 FOR 2.8 MILES
 PM0530'TO THE DOOR COUNTY-KEWAUNEE COUNTY LINE.  TURN RIGHT ON TO A GRAVEL
 PM0530'ROAD AND GO 0.65 MILE EAST TO THE STATION ON THE LEFT AS
 PM0530'DESCRIBED.
 PM0530'
 PM0530'TO REACH THE AZIMUTH MARK, GO EAST FROM THE STATION ON THE GRAVEL
 PM0530'ROAD FOR 0.25 MILE TO A GRAVEL CROSSROADS.  TURN RIGHT AND GO SOUTH
 PM0530'0.6 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 PM0530'
 PM0530'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 PM0530
 PM0530                          STATION RECOVERY (1996)
 PM0530
 PM0530'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0530'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0531 ***********************************************************************
 PM0531  DESIGNATION -  DYCKES
 PM0531  PID         -  PM0531
 PM0531  STATE/COUNTY-  WI/BROWN
 PM0531  USGS QUAD   -  DYCKESVILLE (1978)
 PM0531
 PM0531                         *CURRENT SURVEY CONTROL
 PM0531  ___________________________________________________________________
 PM0531* NAD 83(1991)-  44 38 03.80398(N)    087 47 11.69879(W)     ADJUSTED  
 PM0531* NAVD 88     -       211.     (meters)     692.     (feet)  SCALED    
 PM0531  ___________________________________________________________________
 PM0531  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 PM0531  GEOID HEIGHT-         -36.29  (meters)                     GEOID03
 PM0531
 PM0531  HORZ ORDER  -  THIRD
 PM0531
 PM0531.The horizontal coordinates were established by classical geodetic methods
 PM0531.and adjusted by the National Geodetic Survey in November 1991..
 PM0531
 PM0531.The orthometric height was scaled from a topographic map.
 PM0531
 PM0531.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0531
 PM0531.The geoid height was determined by GEOID03.
 PM0531
 PM0531;                    North         East     Units Scale Factor Converg.
 PM0531;SPC WI C     -    91,405.154   775,596.633   MT  0.99994956   +1 33 42.2
 PM0531;SPC WI C     -   299,885.08  2,544,603.29   sFT  0.99994956   +1 33 42.2
 PM0531;UTM  16      - 4,942,637.954   437,612.207   MT  0.99964786   -0 33 09.6
 PM0531
 PM0531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0531!SPC WI C     -   0.99997261  x   0.99994956  =   0.99992217
 PM0531!UTM  16      -   0.99997261  x   0.99964786  =   0.99962048
 PM0531
 PM0531|---------------------------------------------------------------------|
 PM0531| PID    Reference Object                     Distance      Geod. Az  |
 PM0531|                                                           dddmmss.s |
 PM0531| CJ4875 DYCKES RM 1                          31.808 METERS 19456     |
 PM0531| CJ5394 TT 44 MF                                           2582617.8 |
 PM0531| CJ4876 DYCKES RM 2                           9.618 METERS 26405     |
 PM0531|---------------------------------------------------------------------|
 PM0531
 PM0531                          SUPERSEDED SURVEY CONTROL
 PM0531
 PM0531  NAD 83(1986)-  44 38 03.79549(N)    087 47 11.68685(W) AD(       ) 3
 PM0531  NAD 27      -  44 38 03.81600(N)    087 47 11.33500(W) AD(       ) 3
 PM0531
 PM0531.Superseded values are not recommended for survey control.
 PM0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0531.See file dsdata.txt to determine how the superseded data were derived.
 PM0531
 PM0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ3761242638(NAD 83)
 PM0531_MARKER: DS = TRIANGULATION STATION DISK
 PM0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0531+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2004
 PM0531
 PM0531  HISTORY     - Date     Condition        Report By
 PM0531  HISTORY     - 1953     MONUMENTED       CGS
 PM0531  HISTORY     - 1959     GOOD             CGS
 PM0531  HISTORY     - 1979     GOOD             NGS
 PM0531  HISTORY     - 20021118 GOOD             USPSQD
 PM0531  HISTORY     - 20040424 GOOD             USPSQD
 PM0531
 PM0531                          STATION DESCRIPTION
 PM0531
 PM0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0531'STATION IS LOCATED ABOUT 1 MILE WEST OF DYCKESVILLE, 0.15 MILE WEST
 PM0531'OF COUNTY HIGHWAY P ALONG THE NORTH SIDE OF STATE HIGHWAY 57 AND IS
 PM0531'ON ROAD RIGHT-OF-WAY.  IT IS 49 FEET NORTH OF THE CENTER OF
 PM0531'HIGHWAY 57, 5 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A
 PM0531'FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 PM0531'DYCKES 1953.
 PM0531'
 PM0531'REFERENCE MARK NO 1 IS 46 FEET SOUTH OF THE CENTER OF THE HIGHWAY AND
 PM0531'1 FOOT NORTH OF A FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE
 PM0531'DISK IS STAMPED DYCKES NO 1 1953.
 PM0531'
 PM0531'REFERENCE MARK NO. 2 IS 49 FEET NORTH OF THE CENTER OF THE HIGHWAY
 PM0531'AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK PROJECTS 4 INCHES AND THE
 PM0531'DISK IS STAMPED DYCKES NO 2 1953.
 PM0531'
 PM0531'TT 44 MF (USGS) BM WAS USED AS AN AZIMUTH MARK.  IT IS 50 FEET SOUTH
 PM0531'OF THE CENTER OF THE HIGHWAY, 6 FEET WEST OF A WHITE WITNESS POST
 PM0531'AND 5 FEET SOUTH OF A FENCE LINE.  THE MARK IS A 6 X 6 INCH CONCRETE
 PM0531'POST THAT PROJECTS 4 INCHES WITH A BRONZE U.S. GEOLOGICAL SURVEY
 PM0531'BENCH MARK DISK STAMPED TT 44 MF 1951 695 (FEET ABOVE SEA
 PM0531'LEVEL).
 PM0531'
 PM0531'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 57 AND COUNTY
 PM0531'HIGHWAY S IN DYCKESVILLE, GO SOUTHWEST ON HIGHWAY 57 FOR 1.4 MILE
 PM0531'TO THE STATION ON THE RIGHT AS DESCRIBED.
 PM0531'
 PM0531'TO REACH THE BENCH MARK FROM THE STATION, CONTINUE WEST ON HIGHWAY 57
 PM0531'FOR 0.15 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 PM0531'
 PM0531'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 PM0531
 PM0531                          STATION RECOVERY (1959)
 PM0531
 PM0531'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 PM0531'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 PM0531'GOOD CONDITION.  A STEEL POST PROJECTING 5 FEET WITH A NEW WITNESS
 PM0531'POST SIGN WAS PLACED 1 FOOT WEST OF THE STATION MARK.
 PM0531
 PM0531                          STATION RECOVERY (1979)
 PM0531
 PM0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHD)
 PM0531'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION.
 PM0531
 PM0531                          STATION RECOVERY (2002)
 PM0531
 PM0531'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0531'STATION, RM 1 AND 2 WERE RECOVERED IN GOOD CONDITION. ADDITIONAL
 PM0531'DESCRIPTION -- STATION IS ABOUT 51 FEET SOUTH OF UTILUTY POLE NO.
 PM0531'2522-14R47 AND 1 FOOT EAST OF A WHITE AND AN ORANGE WITNESS POST.  RM.
 PM0531'1 IS ABOUT 18 FEET SOUTH OF A UTILITY POLE AND 1.3 FOOT SOUTH OF AN
 PM0531'ORANGE WITNESS POST.  RM. 2 IS 1 FOOT EAST OF A WITNESS POST.
 PM0531
 PM0531                          STATION RECOVERY (2004)
 PM0531
 PM0531'RECOVERY NOTE BY US POWER SQUADRON 2004 (MEJ)
 PM0531'REFERENCE MARK 1 IS STAMPED DYCKES 1953 NEAR AN ORANGE WITNESS POST.
 PM0531'BY GPS, IT IS AT - 44 38 02.9(N)AND 87 47 12.1(W). REFERENCE 2 IS AS
 PM0531'DESCRIBED, AND AT - 44 38 03.9(N) AND 87 47 11.7(W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1103 ***********************************************************************
 PN1103  DESIGNATION -  DYRACUSE
 PN1103  PID         -  PN1103
 PN1103  STATE/COUNTY-  WI/ADAMS
 PN1103  USGS QUAD   -  ARKDALE NE (1984)
 PN1103
 PN1103                         *CURRENT SURVEY CONTROL
 PN1103  ___________________________________________________________________
 PN1103* NAD 83(1991)-  44 10 22.95237(N)    089 47 02.88690(W)     ADJUSTED  
 PN1103* NAVD 88     -       371.4    (meters)    1219.     (feet)  VERTCON   
 PN1103  ___________________________________________________________________
 PN1103  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 PN1103  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 PN1103
 PN1103  HORZ ORDER  -  FIRST
 PN1103
 PN1103.The horizontal coordinates were established by classical geodetic methods
 PN1103.and adjusted by the National Geodetic Survey in November 1991..
 PN1103
 PN1103.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1103
 PN1103.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1103
 PN1103.The geoid height was determined by GEOID03.
 PN1103
 PN1103;                    North         East     Units Scale Factor Converg.
 PN1103;SPC WI S     -   241,436.930   617,263.674   MT  1.00002335   +0 08 54.0
 PN1103;SPC WI S     -   792,114.33  2,025,139.24   sFT  1.00002335   +0 08 54.0
 PN1103;UTM  16      - 4,894,862.214   277,431.556   MT  1.00020928   -1 56 27.1
 PN1103
 PN1103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1103!SPC WI S     -   0.99994732  x   1.00002335  =   0.99997067
 PN1103!UTM  16      -   0.99994732  x   1.00020928  =   1.00015659
 PN1103
 PN1103|---------------------------------------------------------------------|
 PN1103| PID    Reference Object                     Distance      Geod. Az  |
 PN1103|                                                           dddmmss.s |
 PN1103| CJ4879 DYRACUSE RM 1                        14.514 METERS 11728     |
 PN1103| CJ4880 DYRACUSE RM 2                         5.394 METERS 17838     |
 PN1103| OM1213 GINTER                              APPROX.21.2 KM 1870026.6 |
 PN1103|---------------------------------------------------------------------|
 PN1103
 PN1103                          SUPERSEDED SURVEY CONTROL
 PN1103
 PN1103  NAD 83(1986)-  44 10 22.95033(N)    089 47 02.89449(W) AD(       ) 1
 PN1103  NAD 27      -  44 10 23.06397(N)    089 47 02.44706(W) AD(       ) 1
 PN1103  NGVD 29 (07/19/86)  371.4    (m)         1219.     (f) VERT ANG       
 PN1103
 PN1103.Superseded values are not recommended for survey control.
 PN1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1103.See file dsdata.txt to determine how the superseded data were derived.
 PN1103
 PN1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7743294862(NAD 83)
 PN1103_MARKER: DH = HORIZONTAL CONTROL DISK
 PN1103_SETTING: 66 = SET IN ROCK OUTCROP
 PN1103_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 PN1103_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN1103
 PN1103  HISTORY     - Date     Condition        Report By
 PN1103  HISTORY     - 1981     MONUMENTED       NGS
 PN1103
 PN1103                          STATION DESCRIPTION
 PN1103
 PN1103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 PN1103'THE STATION IS LOCATED ABOUT 24.1 KM (15 MI) SOUTH OF WISCONSIN
 PN1103'RAPIDS, 23.3 KM (14-1/2 MI) WEST-SOUTHWEST OF PLAINFIELD,
 PN1103'22.5 KM (14 MI) NORTH OF FRIENDSHIP, AND IN SE1/4,S28,T20N,R6E
 PN1103'OF ROME TOWNSHIP.
 PN1103'OWNERSHIP--MR AND MRS JOESEPH DUSEK, 256 BUTTERFIELD ROAD,
 PN1103'ELMHURST, ILL 60126.
 PN1103'
 PN1103'TO REACH THE STATION FROM THE JUNCTION OF 13 AND 73, ABOUT
 PN1103'8.9 KM (5-1/2 MI) SOUTH OF WISCONSIN RAPIDS, GO SOUTH OF STATE
 PN1103'HIGHWAY 13 FOR 6.1 KM (3.8 MI TO ADAMS COUNTY LINE, CONTINUE
 PN1103'SOUTH ON STATE HIGHWAY 13 FOR 6.4 KM (4.9 MI) TO A GRAVEL ROAD
 PN1103'ON THE LEFT. TURN LEFT AND GO EAST ON ARCHER DRIVE FOR 1.6 KM
 PN1103'(1 MI) TO DYRACUSE PARK ON THE RIGHT AND A GATE. TURN RIGHT, PASS
 PN1103'THROUGH THE GATE AND GO SOUTH 0.1 KM (0.05 MI) TO A DIM TRACK
 PN1103'ROAD RIGHT. TURN RIGHT AND GO WEST AND SOUTHERLY, UPHILL, THROUGH
 PN1103'SOME WOODS, PARTIALLY ON MOTORCYCLE TRAILS, FOR 0.2 KM (0.15 MI)
 PN1103'TO THE TOP OF MOTORCYCLE AND RECREATIONAL 4-WHEEL DRIVE CLIMBING
 PN1103'HILL AND A NARROW GRADED ROAD. FOLLOW THE RIDGE, UPHILL AND
 PN1103'SOUTHEASTERLY FOR 0.2 KM (0.15 MI) TO THE HIGHEST POINT ON THE
 PN1103'RIDGE AND A LOOKOUT TOWER AND THE STATION ON THE RIGHT.
 PN1103'
 PN1103'THE STATION IS A STANDARD NGS DISK
 PN1103'STAMPED---DYRACUSE 1981---,
 PN1103'CEMENTED IN A DRILL HOLE IN BEDROCK 30 CM BELOW THE GROUND
 PN1103'SURFACE. IT IS LOCATED
 PN1103'6.55 METERS (21.5 FT) WEST FROM THE SOUTHWEST LEG OF A LOOKOUT
 PN1103'TOWER,
 PN1103'5.7 METERS (18.7 FT) EAST FROM A 6-INCH BIRCH TREE AND
 PN1103'4.3 METERS (14.1 FT) NORTH-NORTHEAST FROM  A METAL WITNESS POST.
 PN1103'
 PN1103'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK
 PN1103'STAMPED---DYRACUSE NO 1 1981---,
 PN1103'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 PN1103'12.4 METERS (39.5 FT) EAST-SOUTHEAST FROM THE SOUTHWEST LEG OF A
 PN1103'LOOKOUT TOWER,
 PN1103'9.75 METERS (32 FT) WEST FROM A 5-INCH BIRCH TREE,
 PN1103'7.5 METERS (24.6 FT) SOUTHEAST FROM THE SOUTHEAST LEG OF THE
 PN1103'LOOKOUT TOWER AND
 PN1103'3.0 METERS (9.8 FT) NORTHWEST FROM A METAL WITNESS POST.
 PN1103'MARK IS ABOVE STATION 2 METERS.
 PN1103'
 PN1103'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK
 PN1103'STAMPED---DYRACUSE NO 2 1981---,
 PN1103'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 PN1103'8.4 METERS (27.5 FT) SOUTHWEST FROM THE SOUTHWEST LEG OF A
 PN1103'LOOKOUT TOWER,
 PN1103'5.6 METERS (18.5 FT) SOUTHWEST FROM THE SOUTHEAST LEG OF THE
 PN1103'LOOKOUT TOWER,
 PN1103'4.9 METERS (16.1 FT) SOUTHEAST FROM A 6-INCH BIRCH TREE AND
 PN1103'1.0 METER (3 FT) EAST-SOUTHEAST FROM A METAL WITNESS POST.
 PN1103'MARK IS ABOVE STATION 1 METERS.
 PN1103'
 PN1103'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 19 METERS.
 PN1103'
 PN1103'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1274 ***********************************************************************
 PN1274  DESIGNATION -  DYRACUSE MOUND LOT
 PN1274  PID         -  PN1274
 PN1274  STATE/COUNTY-  WI/ADAMS
 PN1274  USGS QUAD   -  ARKDALE NE (1984)
 PN1274
 PN1274                         *CURRENT SURVEY CONTROL
 PN1274  ___________________________________________________________________
 PN1274* NAD 83(1991)-  44 10 22.99087(N)    089 47 02.48218(W)     ADJUSTED  
 PN1274* NAVD 88     -                                                        
 PN1274  ___________________________________________________________________
 PN1274  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 PN1274  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 PN1274
 PN1274  HORZ ORDER  -  THIRD
 PN1274
 PN1274.The horizontal coordinates were established by classical geodetic methods
 PN1274.and adjusted by the National Geodetic Survey in November 1991..
 PN1274
 PN1274
 PN1274.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1274
 PN1274.The geoid height was determined by GEOID03.
 PN1274
 PN1274;                    North         East     Units Scale Factor Converg.
 PN1274;SPC WI S     -   241,438.141   617,272.662   MT  1.00002335   +0 08 54.2
 PN1274;SPC WI S     -   792,118.30  2,025,168.73   sFT  1.00002335   +0 08 54.2
 PN1274;UTM  16      - 4,894,863.097   277,440.583   MT  1.00020923   -1 56 26.8
 PN1274
 PN1274                          SUPERSEDED SURVEY CONTROL
 PN1274
 PN1274  NAD 83(1986)-  44 10 22.98880(N)    089 47 02.48980(W) AD(       ) 4
 PN1274
 PN1274.Superseded values are not recommended for survey control.
 PN1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1274.See file dsdata.txt to determine how the superseded data were derived.
 PN1274
 PN1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7744194863(NAD 83)
 PN1274_MARKER: 57 = LOOKOUT TOWER
 PN1274
 PN1274  HISTORY     - Date     Condition        Report By
 PN1274  HISTORY     - 1981     FIRST OBSERVED   WIDT
 PN1274  HISTORY     - 19950903 GOOD             USPSQD
 PN1274
 PN1274                          STATION DESCRIPTION
 PN1274
 PN1274'DESCRIBED BY WI DEPT OF TRANSP 1981 (LTK)
 PN1274'THE STATION, DYRACUSE MOUND LOOKOUT TOWER, IS THE APEX OF THE ROOF AT
 PN1274'THE TOP CENTER OF A SKELETON STEEL TOWER OWNED BY THE WISCONSIN
 PN1274'DEPARTMENT OF NATURAL RESOURCES.  THE GRAY TOWER HAS FOUR TRUSS-WORK
 PN1274'LEGS AND STANDS ABOUT 100 FEET HIGH.
 PN1274'
 PN1274'THE STATION IS LOCATED ABOUT 14.5 MILES WEST SOUTHWEST OF PLAINFIELD,
 PN1274'14 MILES NORTH OF FRIENDSHIP, 13.5 MILES SOUTH OF WISCONSIN RAPIDS,
 PN1274'AND 1 MILE EAST OF STH 13 ON LAND OWNED BY MR. AND MRS. JOSEPH DUSEK
 PN1274'OF 256 BUTTERFIELD ROAD IN ELMHURST, ILLINOIS.
 PN1274'
 PN1274'TO REACH THE STATION FROM THE JUNCTION OF STH 13 AND STH 73 TO THE
 PN1274'WEST ABOUT 4 MILES SOUTH OF WISCONSIN RAPIDS, GO SOUTH ON STH 13 FOR
 PN1274'4.1 MILES TO THE WOOD-ADAMS COUNTY LINE.  CONTINUE SOUTH ON STH 13 FOR
 PN1274'4.9 MILES TO A GRAVEL ROAD LEFT.  TURN LEFT AND GO EAST ON ARCHER
 PN1274'DRIVE FOR 1 MILE TO DYRACUSE PARK GATE ON THE RIGHT.  TURN RIGHT AND
 PN1274'GO SOUTH THROUGH THE GATE FOR 0.05 MILE TO A DIM TRACK ROAD RIGHT.
 PN1274'TURN RIGHT AND GO WEST AND SOUTH, UPHILL, THROUGH WOODS, PARTIALLY ON
 PN1274'MOTORCYCLE TRAILS, FOR 0.15 MILE TO THE TOP OF A MOTORCYCLE AND
 PN1274'RECREATIONAL 4-WHEEL DRIVE CLIMBING HILL AND A NARROW GRADED ROAD.
 PN1274'FOLLOW THE RIDGE UPHILL AND SOUTHEASTERLY FOR 0.15 MILE TO THE HIGHEST
 PN1274'POINT ON THE RIDGE AND THE LOOKOUT TOWER.
 PN1274
 PN1274                          STATION RECOVERY (1995)
 PN1274
 PN1274'RECOVERY NOTE BY US POWER SQUADRON 1995
 PN1274'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1002 ***********************************************************************
 NH1002  DESIGNATION -  DYSON
 NH1002  PID         -  NH1002
 NH1002  STATE/COUNTY-  WI/KENOSHA
 NH1002  USGS QUAD   -  GENOA CITY (1971)
 NH1002
 NH1002                         *CURRENT SURVEY CONTROL
 NH1002  ___________________________________________________________________
 NH1002* NAD 83(1991)-  42 35 55.03854(N)    088 15 55.25522(W)     ADJUSTED  
 NH1002* NAVD 88     -       280.     (meters)     919.     (feet)  SCALED    
 NH1002  ___________________________________________________________________
 NH1002  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 NH1002  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 NH1002
 NH1002  HORZ ORDER  -  FIRST
 NH1002
 NH1002.The horizontal coordinates were established by classical geodetic methods
 NH1002.and adjusted by the National Geodetic Survey in November 1991..
 NH1002
 NH1002.The orthometric height was scaled from a topographic map.
 NH1002
 NH1002.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1002
 NH1002.The geoid height was determined by GEOID03.
 NH1002
 NH1002;                    North         East     Units Scale Factor Converg.
 NH1002;SPC WI S     -    67,983.088   742,356.324   MT  1.00002988   +1 11 30.8
 NH1002;SPC WI S     -   223,041.18  2,435,547.37   sFT  1.00002988   +1 11 30.8
 NH1002;SPC IL E     -   658,597.560   305,579.342   MT  0.99997538   +0 02 45.7
 NH1002;SPC IL E     - 2,160,748.83  1,002,554.89   sFT  0.99997538   +0 02 45.7
 NH1002;UTM  16      - 4,717,019.916   396,194.013   MT  0.99973257   -0 51 23.5
 NH1002
 NH1002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1002!SPC WI S     -   0.99996148  x   1.00002988  =   0.99999136
 NH1002!SPC IL E     -   0.99996148  x   0.99997538  =   0.99993686
 NH1002!UTM  16      -   0.99996148  x   0.99973257  =   0.99969406
 NH1002
 NH1002:                Primary Azimuth Mark                     Grid Az
 NH1002:SPC WI S     -  SOUTHERN WIS EPILEPTIC COL STK           053 12 25.8
 NH1002:SPC IL E     -  SOUTHERN WIS EPILEPTIC COL STK           054 21 10.9
 NH1002:UTM  16      -  SOUTHERN WIS EPILEPTIC COL STK           055 15 20.1
 NH1002
 NH1002|---------------------------------------------------------------------|
 NH1002| PID    Reference Object                     Distance      Geod. Az  |
 NH1002|                                                           dddmmss.s |
 NH1002| NH0983 SOUTHERN WIS EPILEPTIC COL STK      APPROX.18.2 KM 0542356.6 |
 NH1002| NH0988 NEW MUNSTER ALPHONSE CHURCH         APPROX. 3.8 KM 1222748.6 |
 NH1002| NH1033 ANTIOCH MUNICIPAL TANK              APPROX.19.2 KM 1340059.0 |
 NH1002| CJ8082 DYSON AZ MK                                        1930002.5 |
 NH1002| NH1123 RICHMOND MUNICIPAL TANK             APPROX.13.3 KM 1942519.3 |
 NH1002| NH1122 GENOA CITY MUNICIPAL TANK           APPROX.12.4 KM 2031210.4 |
 NH1002| CJ7904 CALEDONIA PP 1                       42.062 METERS 21818     |
 NH1002| CJ8083 DYSON RM 1                           15.665 METERS 23058     |
 NH1002| NH1005 LAKE GENEVA MUNICIPAL TANK          APPROX.13.2 KM 2661517.6 |
 NH1002| NH1007 LAKE GENEVA ST FRANCIS CH CUP       APPROX.13.1 KM 2663215.5 |
 NH1002| CJ7905 CALEDONIA PP 2                       31.699 METERS 29659     |
 NH1002| CJ8084 DYSON RM 2                           15.628 METERS 33438     |
 NH1002| NH0995 BURLINGTON MUNICIPAL TANK           APPROX. 9.4 KM 3494304.3 |
 NH1002| NH0994 BURLINGTON BREWING CO TANK          APPROX. 8.4 KM 3495405.2 |
 NH1002| NH0993 BURLINGTON ST MARYS CH SPIRE        APPROX. 8.7 KM 3510817.4 |
 NH1002|---------------------------------------------------------------------|
 NH1002
 NH1002                          SUPERSEDED SURVEY CONTROL
 NH1002
 NH1002  NAD 83(1986)-  42 35 55.03386(N)    088 15 55.26359(W) AD(       ) 1
 NH1002  NAD 27      -  42 35 54.96600(N)    088 15 54.93200(W) AD(       ) 1
 NH1002
 NH1002.Superseded values are not recommended for survey control.
 NH1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1002.See file dsdata.txt to determine how the superseded data were derived.
 NH1002
 NH1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9619417020(NAD 83)
 NH1002_MARKER: DS = TRIANGULATION STATION DISK
 NH1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1002
 NH1002  HISTORY     - Date     Condition        Report By
 NH1002  HISTORY     - 1935     MONUMENTED       CGS
 NH1002  HISTORY     - 1957     GOOD             CGS
 NH1002  HISTORY     - 1971     GOOD             LOCENG
 NH1002  HISTORY     - 1981     GOOD             AME
 NH1002
 NH1002                          STATION DESCRIPTION
 NH1002
 NH1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1002'THIS STATION IS ABOUT 2-1/4 MILES NORTHWEST OF NEW MUNSTER AND
 NH1002'ABOUT 5-1/2 MILES SOUTH OF BURLINGTON.  IN THE NORTHWEST PART
 NH1002'OF KENOSHA COUNTY, ABOUT 0.9 MILE SOUTH OF THE RACINE COUNTY
 NH1002'LINE AND ABOUT 2.1 MILES EAST OF THE WALWORTH COUNTY LINE.
 NH1002'IN THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SEC. 28 T 2 N R 19
 NH1002'E.  ON PROMINENT KNOLL IN WOODED PASTURE LAND.  ABOUT 200 YARDS
 NH1002'EAST OF NORTH-SOUTH SECTION LINE ROAD.  ON PROPERTY OWNED BY
 NH1002'THE DYSON ESTATE AND FARMED BY OTIS DYSON, WHO LIVES ON EAST
 NH1002'SIDE OF NORTH-SOUTH SECTION LINE ROAD ABOUT 1/4 MILE NORTH OF
 NH1002'STATION.  THE STATION MARK IS ABOUT 7 YARDS SOUTH OF HIGHEST
 NH1002'POINT OF KNOLL.  94 FEET (SLOPE DISTANCE) NORTH OF
 NH1002'EAST-WEST FENCE LINE AT BOTTOM OF SOUTH SLOPE.  106 FEET
 NH1002'(SLOPE DISTANCE) EAST OF FENCE CORNER AT BOTTOM OF WEST
 NH1002'SLOPE.  34 FEET WEST OF DOUBLE TRUNK OAK TREE.  THE MARK
 NH1002'PROJECTS 4 INCHES.
 NH1002'
 NH1002'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 NH1002'TABLETS SET IN CONCRETE AS DESCRIBED.
 NH1002'
 NH1002'REFERENCE MARK NO. 1 IS SOUTHWEST OF STATION ON WEST SLOPE OF
 NH1002'KNOLL.  THE MARK PROJECTS 5 INCHES.
 NH1002'
 NH1002'REFERENCE MARK NO. 2 IS NORTHNORTHWEST OF STATION ON NORTHWEST
 NH1002'SLOPE OF KNOLL.  THE MARK PROJECTS 5 INCHES.  THE DISTANCE
 NH1002'BETWEEN THE REFERENCE MARKS IS 80.71 FEET.
 NH1002'
 NH1002'THE AZIMUTH MARK IS SOUTH OF STATION ON WEST SIDE OF NORTH-SOUTH
 NH1002'SECTION LINE ROAD.  BETWEEN FORKS OF DRIVE TO FARM HOUSE OCCUPIED
 NH1002'BY J.L. KIRKMAN AND OWNED BY U.S. FAY.  25 YARDS NORTHEAST OF
 NH1002'FARM HOUSE.  21 FEET WEST OF CENTER-LINE OF SECTION LINE ROAD.
 NH1002'THE MARK IS FLUSH WITH THE GROUND.
 NH1002'
 NH1002'TO REACH THE STATION FROM NEW MUNSTER GO WEST ON WIS. 50 FROM
 NH1002'BRICK CHURCH ON NORTH SIDE OF ROAD 2.2 MILES TO GRAVEL ROAD
 NH1002'LEADING NORTH.  THENCE NORTH 1.3 MILES TO GATE INTO NORTHWEST
 NH1002'CORNER OF FIELD, DIRECTLY ACROSS ROAD FROM FARM HOUSE.  STATION
 NH1002'IS ON PROMINENT KNOLL ABOUT 200 YARDS EAST.
 NH1002'
 NH1002'A 74-FOOT SIGNAL AT HEGEMAN IS VISIBLE AT 50 FEET.
 NH1002'
 NH1002'A 100-FOOT SIGNAL AT TRYON IS VISIBLE AT THE GROUND.
 NH1002'
 NH1002'A 100-FOOT SIGNAL AT BAKER IS VISIBLE AT 20 FEET.
 NH1002'
 NH1002'A 100-FOOT SIGNAL AT DOVER 1873 IS VISIBLE AT 37 FEET.
 NH1002'
 NH1002'A 100-FOOT SIGNAL AT BRISTOL R.M. 1873 IS VISIBLE AT 37 FEET.
 NH1002
 NH1002                          STATION RECOVERY (1957)
 NH1002
 NH1002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1002'THE STATION, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 WERE
 NH1002'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE
 NH1002'DIRECTION TO REFERENCE MARK 2 CHECKED BUT A DIFFERENCE OF 9
 NH1002'MILLIMETERS SHORTER WAS FOUND IN THE DISTANCE.  THE DIRECTION
 NH1002'AND DISTANCE TO REFERENCE MARK 1 CHECKED.  THE DISTANCE TO
 NH1002'REFERENCE MARK 2 WAS MEASURED AGAIN AT THIS TIME.
 NH1002
 NH1002                          STATION RECOVERY (1971)
 NH1002
 NH1002'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (GME)
 NH1002'RECOVERED BY NIELSEN-MADSEN CONSULTANT ENG.
 NH1002'
 NH1002'DYSON 1935-GOOD
 NH1002'
 NH1002'REF. MARK 1 AND 2-GOOD
 NH1002'
 NH1002'AZ. MARK DYSON-GOOD
 NH1002
 NH1002                          STATION RECOVERY (1981)
 NH1002
 NH1002'RECOVERY NOTE BY AERO-METRIC ENGINEERING INCORPORATED 1981 (PPD)
 NH1002'DYSON 1935 MONUMENT RECOVERED AS DESCRIBED AND FOUND IN GOOD
 NH1002'CONDITION.
 NH1002'
 NH1002'DYSON AZM. MARK FOUND WITH HELP FROM FARMER, WHOSE DRIVE MONUMENT
 NH1002'IS SET IN.  FOUND TO BE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0338 ***********************************************************************
 NJ0338  DESIGNATION -  E 1
 NJ0338  PID         -  NJ0338
 NJ0338  STATE/COUNTY-  WI/GRANT
 NJ0338  USGS QUAD   -  STITZER (1962)
 NJ0338
 NJ0338                         *CURRENT SURVEY CONTROL
 NJ0338  ___________________________________________________________________
 NJ0338* NAD 83(1986)-  42 58 26.     (N)    090 36 57.     (W)     SCALED    
 NJ0338* NAVD 88     -       358.318  (meters)    1175.58   (feet)  ADJUSTED  
 NJ0338  ___________________________________________________________________
 NJ0338  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 NJ0338  DYNAMIC HT  -         358.215 (meters)    1175.24  (feet)  COMP
 NJ0338  MODELED GRAV-     980,320.7   (mgal)                       NAVD 88
 NJ0338
 NJ0338  VERT ORDER  -  FIRST     CLASS II
 NJ0338
 NJ0338.The horizontal coordinates were scaled from a topographic map and have
 NJ0338.an estimated accuracy of +/- 6 seconds.
 NJ0338
 NJ0338.The orthometric height was determined by differential leveling
 NJ0338.and adjusted by the National Geodetic Survey in June 1991..
 NJ0338
 NJ0338.The geoid height was determined by GEOID03.
 NJ0338
 NJ0338.The dynamic height is computed by dividing the NAVD 88
 NJ0338.geopotential number by the normal gravity value computed on the
 NJ0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0338.degrees latitude (g = 980.6199 gals.).
 NJ0338
 NJ0338.The modeled gravity was interpolated from observed gravity values.
 NJ0338
 NJ0338;                    North         East    Units  Estimated Accuracy
 NJ0338;SPC WI S     -   108,380.      549,770.      MT  (+/- 180 meters Scaled)
 NJ0338
 NJ0338                          SUPERSEDED SURVEY CONTROL
 NJ0338
 NJ0338  NGVD 29 (??/??/92)  358.379  (m)         1175.78   (f) ADJ UNCH    1 2
 NJ0338
 NJ0338.Superseded values are not recommended for survey control.
 NJ0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0338.See file dsdata.txt to determine how the superseded data were derived.
 NJ0338
 NJ0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH944606(NAD 83)
 NJ0338_MARKER: DB = BENCH MARK DISK
 NJ0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0338+STABILITY: SURFACE MOTION
 NJ0338
 NJ0338  HISTORY     - Date     Condition        Report By
 NJ0338  HISTORY     - UNK      MONUMENTED       CGS
 NJ0338  HISTORY     - 1934     MARK NOT FOUND   NGS
 NJ0338  HISTORY     - 19980930 MARK NOT FOUND   USPSQD
 NJ0338
 NJ0338                          STATION DESCRIPTION
 NJ0338
 NJ0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NJ0338'0.2 MI S FROM LANCASTER JUNCTION.
 NJ0338'1/4 MILE SOUTH ALONG THE LANCASTER BRANCH OF THE CHICAGO AND NORTH
 NJ0338'WESTERN RAILWAY FROM LANCASTER JUNCTION, GRANT COUNTY, AT A ROAD
 NJ0338'CROSSING, 5 YARDS WEST OF THE TRACK, AND 10 YARDS NORTH OF THE
 NJ0338'CENTERLINE OF THE ROAD.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE
 NJ0338'POST.
 NJ0338
 NJ0338                          STATION RECOVERY (1998)
 NJ0338
 NJ0338'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0338'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0150 ***********************************************************************
 ON0150  DESIGNATION -  E 10
 ON0150  PID         -  ON0150
 ON0150  STATE/COUNTY-  WI/MONROE
 ON0150  USGS QUAD   -  SPARTA (1983)
 ON0150
 ON0150                         *CURRENT SURVEY CONTROL
 ON0150  ___________________________________________________________________
 ON0150* NAD 83(1986)-  43 55 54.     (N)    090 48 34.     (W)     SCALED    
 ON0150* NAVD 88     -       239.303  (meters)     785.11   (feet)  ADJUSTED  
 ON0150  ___________________________________________________________________
 ON0150  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 ON0150  DYNAMIC HT  -         239.256 (meters)     784.96  (feet)  COMP
 ON0150  MODELED GRAV-     980,417.4   (mgal)                       NAVD 88
 ON0150
 ON0150  VERT ORDER  -  FIRST     CLASS II
 ON0150
 ON0150.The horizontal coordinates were scaled from a topographic map and have
 ON0150.an estimated accuracy of +/- 6 seconds.
 ON0150
 ON0150.The orthometric height was determined by differential leveling
 ON0150.and adjusted by the National Geodetic Survey in June 1991..
 ON0150.WARNING-Repeat measurements at this control monument indicate possible
 ON0150.vertical movement.
 ON0150
 ON0150.The geoid height was determined by GEOID03.
 ON0150
 ON0150.The dynamic height is computed by dividing the NAVD 88
 ON0150.geopotential number by the normal gravity value computed on the
 ON0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0150.degrees latitude (g = 980.6199 gals.).
 ON0150
 ON0150.The modeled gravity was interpolated from observed gravity values.
 ON0150
 ON0150;                    North         East    Units  Estimated Accuracy
 ON0150;SPC WI S     -   214,910.      535,010.      MT  (+/- 180 meters Scaled)
 ON0150
 ON0150                          SUPERSEDED SURVEY CONTROL
 ON0150
 ON0150  NGVD 29 (??/??/92)  239.328  (m)          785.20   (f) ADJ UNCH    1 2
 ON0150
 ON0150.Superseded values are not recommended for survey control.
 ON0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0150.See file dsdata.txt to determine how the superseded data were derived.
 ON0150
 ON0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ758666(NAD 83)
 ON0150_MARKER: DB = BENCH MARK DISK
 ON0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0150_SP_SET: CONCRETE POST
 ON0150_STAMPING: E 10 1930
 ON0150_MARK LOGO: CGS   
 ON0150_PROJECTION: RECESSED 15 CENTIMETERS
 ON0150_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ON0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0150+STABILITY: SURFACE MOTION
 ON0150_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0150+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2004
 ON0150
 ON0150  HISTORY     - Date     Condition        Report By
 ON0150  HISTORY     - 1930     MONUMENTED       CGS
 ON0150  HISTORY     - 1935     GOOD             NGS
 ON0150  HISTORY     - 1985     GOOD             NGS
 ON0150  HISTORY     - 20020723 GOOD             WIDT
 ON0150  HISTORY     - 20030519 GOOD             USPSQD
 ON0150  HISTORY     - 20041009 GOOD             WIDT
 ON0150
 ON0150                          STATION DESCRIPTION
 ON0150
 ON0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 ON0150'AT SPARTA.
 ON0150'AT SPARTA, MONROE COUNTY, 77 FEET SOUTHEAST OF THE SOUTH CORNER
 ON0150'OF THE CHICAGO AND NORTH WESTERN RAILWAY STATION, 79 FEET NORTHEAST
 ON0150'OF THE WATER CRANE, AND 24 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 ON0150'OF A SIDING.  A STANDARD DISK, STAMPED 785.195 E 10 1930 AND
 ON0150'SET IN THE TOP OF A CONCRETE POST.
 ON0150
 ON0150                          STATION RECOVERY (1935)
 ON0150
 ON0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 ON0150'RECOVERED IN GOOD CONDITION.
 ON0150
 ON0150                          STATION RECOVERY (1985)
 ON0150
 ON0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ON0150'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.8 KM (0.5
 ON0150'MI) SOUTH ALONG SOUTH WATERS STREET FROM ITS JUNCTION WITH STATE
 ON0150'HIGHWAYS 16 AND 21 IN SPARTA, 63.5 M (208.3 FT) EAST OF THE CENTER OF
 ON0150'THE STREET, 22.7 M (74.5 FT) SOUTH OF THE SOUTHWEST CORNER OF THE OLD
 ON0150'RAILROAD STATION, 14.5 M (47.6 FT) NORTH OF THE CENTER OF A PAVED ROAD
 ON0150'LEADING EAST TO A CENTEX PLANT, 8.2 M (26.9 FT) WEST OF A UTILITY
 ON0150'POLE, AND 7.5 M (24.6 FT) SOUTH OF THE NEAR RAIL OF AN ABANDONED SPUR
 ON0150'TRACK.
 ON0150'THE MARK IS 0.2 METERS  N FROM  A WITNESS POST
 ON0150'THE MARK IS ABOVE LEVEL WITH THE STREET.
 ON0150
 ON0150                          STATION RECOVERY (2002)
 ON0150
 ON0150'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (GRS)
 ON0150'119.1 FT SOUTHWEST OF SOUTHEAST CORNER OF OLD RAILROAD STATION WHICH
 ON0150'IS NOW THE SPARTA CHAMBER OF COMMERCE OFFICE, 73.8 FT SOUTH OF THE
 ON0150'SOUTHWEST CORNER OF STATION, 20.5 FT SOUTH OF SOUTH RAIL OF A SPUR,
 ON0150'4.0 FT WEST OF EXTENDED WEST FACE OF STATION, 0.8 FT NORTH OF AN
 ON0150'ORANGE FIBERGLASS WITNESS POST, AND 0.3 FT BELOW GROUND LEVEL.
 ON0150
 ON0150                          STATION RECOVERY (2003)
 ON0150
 ON0150'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 ON0150'RECOVERED IN GOOD CONDITION. THE STATION IS SOUTHEAST OF THE
 ON0150'INTERSECTION OF S. WATER STREET AND MILWAUKEE STREET.  TREES TO THE
 ON0150'EAST AND WEST OBSTRUCT SATELLITE OBSERVATIONS.
 ON0150
 ON0150                          STATION RECOVERY (2004)
 ON0150
 ON0150'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 ON0150'OWNERSHIP--CITY OF SPARTA.  TO REACH THE STATION FROM THE JUNCTION OF
 ON0150'STATE HIGHWAY 16 AND 71 WITH STATE HIGHWAY 27 AT THE INTERSECTION OF
 ON0150'WISCONSIN STREET WITH BLACK RIVER STREET IN THE CITY OF SPARTA, GO
 ON0150'EAST ON STATE HIGHWAY 16 AND 71 (WISCONSIN STREET) FOR 0.5 MI (0.8 KM)
 ON0150'TO STATE HIGHWAY 21 ON THE LEFT AND WATER STREET ON THE RIGHT, TURN
 ON0150'RIGHT AND GO SOUTH ON WATER STREET FOR 0.5 MI (0.8 KM) TO MILWAUKEE
 ON0150'STREET AND THE STATION ON THE LEFT.  THE STATION IS A BRONZE US COAST
 ON0150'AND GEODETIC SURVEY BENCH MARK DISK SET INTHE TOP OF A 25-CM SQUARE
 ON0150'CONCRETE POST ABOUT LEVEL WITH THE STREET PAVEMENT.  THE STATION IS
 ON0150'14.7 M (48.2 FT) NORTH OF THE CENTERLINE OF A PAVE ROAD LEADING TO A
 ON0150'FEED MILL, 22.6 M (74.1 FT) SOUTH OF THE SOUTHWEST CORNER OF A BRICK
 ON0150'CHAMBER OF COMMERCE BUILDING, 16.5 M (54.1 FT) SOUTH OF THE CENTERLINE
 ON0150'OF A GRAVEL BIKE TRAIL, 11.6 M (38.1 FT) SOUTHWEST OF THE SOUTHWEST
 ON0150'CORNER OF A 0.5 M (1.6 FT) BY 2.2 M (7.2 FT) BRICK BIKE TRAIL
 ON0150'INFORMATION CENTER, 6.3 M (20.7 FT) SOUTH OF THE SOUTH RAIL OF AN
 ON0150'ABANDONED SET OF RAILROAD TRACKS AND 0.3 M (1.0 FT) NORTH OF A
 ON0150'FIBERGLASS WITNESS POST.   ---NOTE---THIS STATION IS NOT SUITABLE FOR
 ON0150'GPS OBSERVATION DUE TO THE TREES DIRECTLY OVERHEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0374 ***********************************************************************
 OM0374  DESIGNATION -  E 100
 OM0374  PID         -  OM0374
 OM0374  STATE/COUNTY-  WI/MARQUETTE
 OM0374  USGS QUAD   -  ENDEAVOR (1984)
 OM0374
 OM0374                         *CURRENT SURVEY CONTROL
 OM0374  ___________________________________________________________________
 OM0374* NAD 83(1986)-  43 38 57.     (N)    089 27 05.     (W)     SCALED    
 OM0374* NAVD 88     -       239.612  (meters)     786.13   (feet)  ADJUSTED  
 OM0374  ___________________________________________________________________
 OM0374  GEOID HEIGHT-         -35.71  (meters)                     GEOID03
 OM0374  DYNAMIC HT  -         239.553 (meters)     785.93  (feet)  COMP
 OM0374  MODELED GRAV-     980,370.8   (mgal)                       NAVD 88
 OM0374
 OM0374  VERT ORDER  -  SECOND    CLASS 0
 OM0374
 OM0374.The horizontal coordinates were scaled from a topographic map and have
 OM0374.an estimated accuracy of +/- 6 seconds.
 OM0374
 OM0374.The orthometric height was determined by differential leveling
 OM0374.and adjusted by the National Geodetic Survey in June 1991..
 OM0374
 OM0374.The geoid height was determined by GEOID03.
 OM0374
 OM0374.The dynamic height is computed by dividing the NAVD 88
 OM0374.geopotential number by the normal gravity value computed on the
 OM0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0374.degrees latitude (g = 980.6199 gals.).
 OM0374
 OM0374.The modeled gravity was interpolated from observed gravity values.
 OM0374
 OM0374;                    North         East    Units  Estimated Accuracy
 OM0374;SPC WI S     -   183,350.      644,260.      MT  (+/- 180 meters Scaled)
 OM0374
 OM0374                          SUPERSEDED SURVEY CONTROL
 OM0374
 OM0374  NGVD 29 (??/??/92)  239.646  (m)          786.24   (f) ADJ UNCH    2 0
 OM0374
 OM0374.Superseded values are not recommended for survey control.
 OM0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0374.See file dsdata.txt to determine how the superseded data were derived.
 OM0374
 OM0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP023358(NAD 83)
 OM0374_MARKER: DB = BENCH MARK DISK
 OM0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0374_STAMPING: E 100 1934
 OM0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0374+STABILITY: SURFACE MOTION
 OM0374
 OM0374  HISTORY     - Date     Condition        Report By
 OM0374  HISTORY     - 1934     MONUMENTED       CGS
 OM0374
 OM0374                          STATION DESCRIPTION
 OM0374
 OM0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0374'4.8 MI S FROM ENDEAVOR.
 OM0374'4.8 MILES SOUTH ALONG THE ABANDONED MINNEAPOLIS, ST. PAUL AND
 OM0374'SAULT STE. MARIE RAILROAD FROM THE FORMER STATION AT ENDEAVOR,
 OM0374'MARQUETTE COUNTY, AT A ROAD CROSSING, 19 FEET WEST OF THE
 OM0374'CENTERLINE OF THE OLD ROADBED, 9 FEET SOUTH OF THE CENTERLINE
 OM0374'OF THE ROAD, AND LEVEL WITH THE OLD ROADBED.  A STANDARD DISK
 OM0374'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0414 ***********************************************************************
 OM0414  DESIGNATION -  E 101
 OM0414  PID         -  OM0414
 OM0414  STATE/COUNTY-  WI/DANE
 OM0414  USGS QUAD   -  MADISON EAST (1983)
 OM0414
 OM0414                         *CURRENT SURVEY CONTROL
 OM0414  ___________________________________________________________________
 OM0414* NAD 83(1986)-  43 05 27.     (N)    089 21 47.     (W)     SCALED    
 OM0414* NAVD 88     -       260.326  (meters)     854.09   (feet)  ADJUSTED  
 OM0414  ___________________________________________________________________
 OM0414  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 OM0414  DYNAMIC HT  -         260.259 (meters)     853.87  (feet)  COMP
 OM0414  MODELED GRAV-     980,354.5   (mgal)                       NAVD 88
 OM0414
 OM0414  VERT ORDER  -  SECOND    CLASS 0
 OM0414
 OM0414.The horizontal coordinates were scaled from a topographic map and have
 OM0414.an estimated accuracy of +/- 6 seconds.
 OM0414
 OM0414.The orthometric height was determined by differential leveling
 OM0414.and adjusted by the National Geodetic Survey in June 1991..
 OM0414
 OM0414.The geoid height was determined by GEOID03.
 OM0414
 OM0414.The dynamic height is computed by dividing the NAVD 88
 OM0414.geopotential number by the normal gravity value computed on the
 OM0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0414.degrees latitude (g = 980.6199 gals.).
 OM0414
 OM0414.The modeled gravity was interpolated from observed gravity values.
 OM0414
 OM0414;                    North         East    Units  Estimated Accuracy
 OM0414;SPC WI S     -   121,380.      651,860.      MT  (+/- 180 meters Scaled)
 OM0414
 OM0414                          SUPERSEDED SURVEY CONTROL
 OM0414
 OM0414  NGVD 29 (??/??/92)  260.388  (m)          854.29   (f) ADJ UNCH    2 0
 OM0414
 OM0414.Superseded values are not recommended for survey control.
 OM0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0414.See file dsdata.txt to determine how the superseded data were derived.
 OM0414
 OM0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN076736(NAD 83)
 OM0414_MARKER: DB = BENCH MARK DISK
 OM0414_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OM0414_SP_SET: WALL
 OM0414_STAMPING: E-101 1934
 OM0414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0414
 OM0414  HISTORY     - Date     Condition        Report By
 OM0414  HISTORY     - 1934     MONUMENTED       CGS
 OM0414  HISTORY     - 1962     GOOD             NGS
 OM0414  HISTORY     - 19950429 GOOD             USPSQD
 OM0414
 OM0414                          STATION DESCRIPTION
 OM0414
 OM0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0414'AT MADISON.
 OM0414'ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC RAILROAD AT
 OM0414'BRIDGE C-644, ABOUT 450 FEET SOUTH OF C AND N W RWY CROSSING.
 OM0414'SET IN EAST END OF THE SOUTH CONCRETE BACKWALL, 9 FEET EAST
 OM0414'OF CENTERLINE OF TRACK, 63 FEET NORTH OF CENTERLINE OF GRADE
 OM0414'CROSSING AND ONE FOOT BELOW RAIL TOP.
 OM0414
 OM0414                          STATION RECOVERY (1962)
 OM0414
 OM0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 OM0414'RECOVERED IN GOOD CONDITION.
 OM0414
 OM0414                          STATION RECOVERY (1995)
 OM0414
 OM0414'RECOVERY NOTE BY US POWER SQUADRON 1995
 OM0414'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0288 ***********************************************************************
 NH0288  DESIGNATION -  E 102
 NH0288  PID         -  NH0288
 NH0288  STATE/COUNTY-  WI/ROCK
 NH0288  USGS QUAD   -  MILTON (1976)
 NH0288
 NH0288                         *CURRENT SURVEY CONTROL
 NH0288  ___________________________________________________________________
 NH0288* NAD 83(1986)-  42 46 50.     (N)    088 57 49.     (W)     SCALED    
 NH0288* NAVD 88     -       270.810  (meters)     888.48   (feet)  ADJUSTED  
 NH0288  ___________________________________________________________________
 NH0288  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 NH0288  DYNAMIC HT  -         270.734 (meters)     888.23  (feet)  COMP
 NH0288  MODELED GRAV-     980,335.3   (mgal)                       NAVD 88
 NH0288
 NH0288  VERT ORDER  -  SECOND    CLASS 0
 NH0288
 NH0288.The horizontal coordinates were scaled from a topographic map and have
 NH0288.an estimated accuracy of +/- 6 seconds.
 NH0288
 NH0288.The orthometric height was determined by differential leveling
 NH0288.and adjusted by the National Geodetic Survey in June 1991..
 NH0288
 NH0288.The geoid height was determined by GEOID03.
 NH0288
 NH0288.The dynamic height is computed by dividing the NAVD 88
 NH0288.geopotential number by the normal gravity value computed on the
 NH0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0288.degrees latitude (g = 980.6199 gals.).
 NH0288
 NH0288.The modeled gravity was interpolated from observed gravity values.
 NH0288
 NH0288;                    North         East    Units  Estimated Accuracy
 NH0288;SPC WI S     -    87,240.      684,810.      MT  (+/- 180 meters Scaled)
 NH0288
 NH0288                          SUPERSEDED SURVEY CONTROL
 NH0288
 NH0288  NGVD 29 (??/??/92)  270.878  (m)          888.71   (f) ADJ UNCH    2 0
 NH0288
 NH0288.Superseded values are not recommended for survey control.
 NH0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0288.See file dsdata.txt to determine how the superseded data were derived.
 NH0288
 NH0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN393383(NAD 83)
 NH0288_MARKER: DB = BENCH MARK DISK
 NH0288_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NH0288_SP_SET: SIDEWALK
 NH0288_STAMPING: E 102 1934
 NH0288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0288_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NH0288+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2006
 NH0288
 NH0288  HISTORY     - Date     Condition        Report By
 NH0288  HISTORY     - 1934     MONUMENTED       CGS
 NH0288  HISTORY     - 19980613 GOOD             USPSQD
 NH0288  HISTORY     - 20010331 GOOD             NGS
 NH0288  HISTORY     - 20060906 GOOD             GEOCAC
 NH0288
 NH0288                          STATION DESCRIPTION
 NH0288
 NH0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NH0288'AT MILTON JUNCTION.
 NH0288'AT MILTON JUNCTION, ROCK COUNTY, AT THE INTERSECTION OF VERNAL
 NH0288'AVENUE AND MAIN STREET, AT THE BUTTON BUILDING, IN THE FACE
 NH0288'OF THE BRICK COLUMN AT THE EAST SIDE OF THE DOORWAY, IN LINE
 NH0288'WITH THE CENTER OF THE SIDEWALK ON THE EAST SIDE OF MAIN STREET,
 NH0288'AND 3.5 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED E 102 1934
 NH0288'AND SET VERTICALLY.
 NH0288
 NH0288                          STATION RECOVERY (1998)
 NH0288
 NH0288'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH0288'RECOVERED IN GOOD CONDITION.
 NH0288
 NH0288                          STATION RECOVERY (2001)
 NH0288
 NH0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0288'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH0288
 NH0288                          STATION RECOVERY (2006)
 NH0288
 NH0288'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 NH0288'THE STATION IS MOUNTED VERTICALLY AT THE EAST END OF THE BUTTON
 NH0288'BUILDING AT 541 VERNAL AVE, AND ABOUT 1.5 FEET WEST OF THE DOORWAY TO
 NH0288'THE RED BRICK BUILDING AT 537 VERNAL AVE.  MAIN STREET IS NOW NAMED
 NH0288'MERCHANT ROW.  HANDHELD COORDINATES ARE N42-46-51.12 W088-57-49.74.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0223 ***********************************************************************
 OM0223  DESIGNATION -  E 103
 OM0223  PID         -  OM0223
 OM0223  STATE/COUNTY-  WI/DODGE
 OM0223  USGS QUAD   -  CLYMAN (1980)
 OM0223
 OM0223                         *CURRENT SURVEY CONTROL
 OM0223  ___________________________________________________________________
 OM0223* NAD 83(1986)-  43 16 11.     (N)    088 43 33.     (W)     SCALED    
 OM0223* NAVD 88     -       257.917  (meters)     846.18   (feet)  ADJUSTED  
 OM0223  ___________________________________________________________________
 OM0223  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 OM0223  DYNAMIC HT  -         257.854 (meters)     845.98  (feet)  COMP
 OM0223  MODELED GRAV-     980,370.0   (mgal)                       NAVD 88
 OM0223
 OM0223  VERT ORDER  -  SECOND    CLASS 0
 OM0223
 OM0223.The horizontal coordinates were scaled from a topographic map and have
 OM0223.an estimated accuracy of +/- 6 seconds.
 OM0223
 OM0223.The orthometric height was determined by differential leveling
 OM0223.and adjusted by the National Geodetic Survey in June 1991..
 OM0223
 OM0223.The geoid height was determined by GEOID03.
 OM0223
 OM0223.The dynamic height is computed by dividing the NAVD 88
 OM0223.geopotential number by the normal gravity value computed on the
 OM0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0223.degrees latitude (g = 980.6199 gals.).
 OM0223
 OM0223.The modeled gravity was interpolated from observed gravity values.
 OM0223
 OM0223;                    North         East    Units  Estimated Accuracy
 OM0223;SPC WI S     -   141,840.      703,430.      MT  (+/- 180 meters Scaled)
 OM0223
 OM0223                          SUPERSEDED SURVEY CONTROL
 OM0223
 OM0223  NGVD 29 (??/??/92)  257.975  (m)          846.37   (f) ADJ UNCH    2 0
 OM0223
 OM0223.Superseded values are not recommended for survey control.
 OM0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0223.See file dsdata.txt to determine how the superseded data were derived.
 OM0223
 OM0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN599922(NAD 83)
 OM0223_MARKER: DB = BENCH MARK DISK
 OM0223_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OM0223_SP_SET: BRIDGE
 OM0223_STAMPING: E-103 1934
 OM0223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0223
 OM0223  HISTORY     - Date     Condition        Report By
 OM0223  HISTORY     - 1934     MONUMENTED       CGS
 OM0223  HISTORY     - 1976     MARK NOT FOUND   USGS
 OM0223
 OM0223                          STATION DESCRIPTION
 OM0223
 OM0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0223'3.1 MI S FROM CLYMAN.
 OM0223'3.1 MILES SOUTH OF CLYMAN ALONG THE CHICAGO AND NORTHWESTERN
 OM0223'RAILROAD AT BRIDGE 221, 60 FEET SOUTH OF MILEPOST 136.  SET IN
 OM0223'THE NORTHEAST STONE WINGWALL, 14 FEET EAST OF THE CENTER LINE
 OM0223'OF THE TRACK, 3 FEET BELOW RAIL LEVEL.
 OM0223
 OM0223                          STATION RECOVERY (1976)
 OM0223
 OM0223'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 OM0223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0183 ***********************************************************************
 OM0183  DESIGNATION -  E 105
 OM0183  PID         -  OM0183
 OM0183  STATE/COUNTY-  WI/FOND DU LAC
 OM0183  USGS QUAD   -  RIPON (1980)
 OM0183
 OM0183                         *CURRENT SURVEY CONTROL
 OM0183  ___________________________________________________________________
 OM0183* NAD 83(1986)-  43 45 23.     (N)    088 47 27.     (W)     SCALED    
 OM0183* NAVD 88     -       307.566  (meters)    1009.07   (feet)  ADJUSTED  
 OM0183  ___________________________________________________________________
 OM0183  GEOID HEIGHT-         -35.71  (meters)                     GEOID03
 OM0183  DYNAMIC HT  -         307.499 (meters)    1008.85  (feet)  COMP
 OM0183  MODELED GRAV-     980,391.0   (mgal)                       NAVD 88
 OM0183
 OM0183  VERT ORDER  -  SECOND    CLASS I
 OM0183
 OM0183.The horizontal coordinates were scaled from a topographic map and have
 OM0183.an estimated accuracy of +/- 6 seconds.
 OM0183
 OM0183.The orthometric height was determined by differential leveling
 OM0183.and adjusted by the National Geodetic Survey in February 2001..
 OM0183
 OM0183.The geoid height was determined by GEOID03.
 OM0183
 OM0183.The dynamic height is computed by dividing the NAVD 88
 OM0183.geopotential number by the normal gravity value computed on the
 OM0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0183.degrees latitude (g = 980.6199 gals.).
 OM0183
 OM0183.The modeled gravity was interpolated from observed gravity values.
 OM0183
 OM0183;                    North         East    Units  Estimated Accuracy
 OM0183;SPC WI S     -   195,830.      697,370.      MT  (+/- 180 meters Scaled)
 OM0183
 OM0183                          SUPERSEDED SURVEY CONTROL
 OM0183
 OM0183  NAVD 88 (06/15/91)  307.617  (m)         1009.24   (f) UNKNOWN     2 0
 OM0183  NGVD 29 (??/??/92)  307.648  (m)         1009.34   (f) ADJ UNCH    2 0
 OM0183
 OM0183.Superseded values are not recommended for survey control.
 OM0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0183.See file dsdata.txt to determine how the superseded data were derived.
 OM0183
 OM0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP558463(NAD 83)
 OM0183_MARKER: DB = BENCH MARK DISK
 OM0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0183_STAMPING: E 105 1934
 OM0183_MARK LOGO: CGS   
 OM0183_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0183+STABILITY: SURFACE MOTION
 OM0183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0183+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2006
 OM0183
 OM0183  HISTORY     - Date     Condition        Report By
 OM0183  HISTORY     - 1934     MONUMENTED       CGS
 OM0183  HISTORY     - 20000313 GOOD             WIDT
 OM0183  HISTORY     - 20030730 GOOD             USPSQD
 OM0183  HISTORY     - 20050517 GOOD             WIDT
 OM0183  HISTORY     - 20060919 GOOD             USPSQD
 OM0183
 OM0183                          STATION DESCRIPTION
 OM0183
 OM0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0183'1.6 MI N FROM BRANDON.
 OM0183'1.6 MILES NORTH OF ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND
 OM0183'PACIFIC RAILROAD AT ROAD CROSSING, 11 POLES SOUTH OF MILEPOLE
 OM0183'163.  SET IN POST, 78 FEET SOUTH OF CENTERLINE OF ROAD, 30 FEET
 OM0183'EAST OF CENTERLINE OF TRACKS AND 6 FEET NORTH OF POLE.  ABOUT
 OM0183'1 FOOT BELOW LEVEL OF RAILS.
 OM0183
 OM0183                          STATION RECOVERY (2000)
 OM0183
 OM0183'RECOVERY NOTE BY WI DEPT OF TRANSP 2000 (DJH)
 OM0183'THE STATION IS LOCATED ABOUT 27.36 KM (17.00 MI) WEST OF FOND DU LAC
 OM0183'AND 11.27 KM (7.00 MI) SOUTH-SOUTHEAST OF RIPON.  OWNERSHIP--TOWN OF
 OM0183'METOMEN.  TO REACH THE STATION FROM THE EAST JUNCTION OF STATE HIGHWAY
 OM0183'44 WITH STATE HIGHWAY 49, ABOUT 3.22 KM (2.00 MI) WEST OF THE
 OM0183'COMMUNITY OF BRANDON, GO EAST ON STATE HIGHWAY 49 FOR 1.45 KM (0.90
 OM0183'MI) TO BRANDON ROAD, TURN LEFT AND GO NORTH ON BRANDON ROAD FOR 2.41
 OM0183'KM (1.50 MI) TO SHELDON ROAD, TURN RIGHT AND GO EAST ON SHELDON ROAD
 OM0183'FOR 1.13 KM (0.70 MI) TO THE WISCONSIN AND SOUTHERN LIMITED RAILROAD
 OM0183'AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE CGS BENCH MARK
 OM0183'DISK STAMPED --E 105 1934-- SET IN THE TOP OF A 23-CM (9-INCH) SQUARE
 OM0183'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH ROAD
 OM0183'PAVEMENT.  THE STATION IS 20.6 M (67.6 FT) SOUTH OF THE CENTERLINE OF
 OM0183'SHELDON ROAD, 28 M (91.9 FT) WEST OF THE EXTENDED CENTERLINE OF
 OM0183'PRIVATE ENTRANCE --W12605--, 8.5 M (27.9 FT) EAST OF THE EASTERN MOST
 OM0183'RAIL OF THE RAILROAD TRACKS, AND 0.8 M (2.6 FT) NORTH OF AN ORANGE
 OM0183'FIBERGLASS WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 OM0183'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT
 OM0183'FOR TREES IN THE NORTHWEST QUADRANT EXTENDING 25 DEGREES ABOVE THE
 OM0183'HORIZON.
 OM0183
 OM0183                          STATION RECOVERY (2003)
 OM0183
 OM0183'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0183'STATION RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ON THE
 OM0183'WESTERN EDGE OF A CULTIVATED FIELD.  FOR EASIEST ACCESS, FOLLOW THE
 OM0183'EDGE OF THE FIELD FROM THE ROAD TO THE STATION.
 OM0183
 OM0183                          STATION RECOVERY (2005)
 OM0183
 OM0183'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 OM0183'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS  0.8 M NORTH OF AN
 OM0183'ORANGE FIBERGLASS WITNESS POST, AND 0.8 M SOUTHWEST AND 0.8 M
 OM0183'SOUTHEAST OF TWO WHITE PLASTIC WITNESS POSTS.  NOTE-- THE CONCRETE
 OM0183'POST IS BADLY CHIPPED ON THE NORTHWEST CORNER BUT THE DISK APPEARS
 OM0183'UNDISTURBED.
 OM0183
 OM0183                          STATION RECOVERY (2006)
 OM0183
 OM0183'RECOVERY NOTE BY US POWER SQUADRON 2006
 OM0183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0086 ***********************************************************************
 OM0086  DESIGNATION -  E 106
 OM0086  PID         -  OM0086
 OM0086  STATE/COUNTY-  WI/WAUKESHA
 OM0086  USGS QUAD   -  WAUKESHA (1994)
 OM0086
 OM0086                         *CURRENT SURVEY CONTROL
 OM0086  ___________________________________________________________________
 OM0086* NAD 83(1986)-  43 04 20.     (N)    088 09 44.     (W)     SCALED    
 OM0086* NAVD 88     -       253.103  (meters)     830.39   (feet)  ADJUSTED  
 OM0086  ___________________________________________________________________
 OM0086  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 OM0086  DYNAMIC HT  -         253.036 (meters)     830.17  (feet)  COMP
 OM0086  MODELED GRAV-     980,348.0   (mgal)                       NAVD 88
 OM0086
 OM0086  VERT ORDER  -  SECOND    CLASS 0
 OM0086
 OM0086.The horizontal coordinates were scaled from a topographic map and have
 OM0086.an estimated accuracy of +/- 6 seconds.
 OM0086
 OM0086.The orthometric height was determined by differential leveling
 OM0086.and adjusted by the National Geodetic Survey in June 1991..
 OM0086
 OM0086.The geoid height was determined by GEOID03.
 OM0086
 OM0086.The dynamic height is computed by dividing the NAVD 88
 OM0086.geopotential number by the normal gravity value computed on the
 OM0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0086.degrees latitude (g = 980.6199 gals.).
 OM0086
 OM0086.The modeled gravity was interpolated from observed gravity values.
 OM0086
 OM0086;                    North         East    Units  Estimated Accuracy
 OM0086;SPC WI S     -   120,760.      749,660.      MT  (+/- 180 meters Scaled)
 OM0086
 OM0086                          SUPERSEDED SURVEY CONTROL
 OM0086
 OM0086  NGVD 29 (??/??/92)  253.178  (m)          830.63   (f) ADJ UNCH    2 0
 OM0086
 OM0086.Superseded values are not recommended for survey control.
 OM0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0086.See file dsdata.txt to determine how the superseded data were derived.
 OM0086
 OM0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN053694(NAD 83)
 OM0086_MARKER: DB = BENCH MARK DISK
 OM0086_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OM0086_SP_SET: BRIDGE ABUTMENT
 OM0086_STAMPING: E-106 1934
 OM0086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0086
 OM0086  HISTORY     - Date     Condition        Report By
 OM0086  HISTORY     - 1934     MONUMENTED       CGS
 OM0086  HISTORY     - 1976     GOOD             BRADY
 OM0086  HISTORY     - 20031022 MARK NOT FOUND   WIDT
 OM0086
 OM0086                          STATION DESCRIPTION
 OM0086
 OM0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0086'0.8 MI W FROM BROOKFIELD.
 OM0086'0.85 MILES WEST OF DEPOT ALONG THE CHICAGO, MILWAUKEE, ST
 OM0086'PAUL AND PACIFIC RAILROAD, 12 POLES WEST OF MILEPOST 100.
 OM0086'SET IN THE SOUTH END OF THE EAST ABUTMENT OF BRIDGE C-42, 9
 OM0086'FEET SOUTH OF THE CENTER LINE OF THE SOUTH TRACK, 1 FOOT BELOW
 OM0086'RAIL LEVEL.
 OM0086
 OM0086                          STATION RECOVERY (1976)
 OM0086
 OM0086'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1976
 OM0086'RECOVERED IN GOOD CONDITION.
 OM0086
 OM0086                          STATION RECOVERY (2003)
 OM0086
 OM0086'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (GRS)
 OM0086'LOCAL SURVEYOR REPORTED TO WIDT THAT THE DISK HAD BEEN REMOVED AS
 OM0086'EVIDENT BY AN IMPRESSION OF A DISK LEFT IN THE CONCRETE ABUTMENT.  THE
 OM0086'STATION SHOULD BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0291 ***********************************************************************
 OM0291  DESIGNATION -  E 107
 OM0291  PID         -  OM0291
 OM0291  STATE/COUNTY-  WI/JEFFERSON
 OM0291  USGS QUAD   -  WATERLOO (1976)
 OM0291
 OM0291                         *CURRENT SURVEY CONTROL
 OM0291  ___________________________________________________________________
 OM0291* NAD 83(1986)-  43 11 12.     (N)    088 56 12.     (W)     SCALED    
 OM0291* NAVD 88     -       246.000  (meters)     807.09   (feet)  ADJUSTED  
 OM0291  ___________________________________________________________________
 OM0291  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 OM0291  DYNAMIC HT  -         245.939 (meters)     806.88  (feet)  COMP
 OM0291  MODELED GRAV-     980,365.2   (mgal)                       NAVD 88
 OM0291
 OM0291  VERT ORDER  -  SECOND    CLASS 0
 OM0291
 OM0291.The horizontal coordinates were scaled from a topographic map and have
 OM0291.an estimated accuracy of +/- 6 seconds.
 OM0291
 OM0291.The orthometric height was determined by differential leveling
 OM0291.and adjusted by the National Geodetic Survey in June 1991..
 OM0291
 OM0291.The geoid height was determined by GEOID03.
 OM0291
 OM0291.The dynamic height is computed by dividing the NAVD 88
 OM0291.geopotential number by the normal gravity value computed on the
 OM0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0291.degrees latitude (g = 980.6199 gals.).
 OM0291
 OM0291.The modeled gravity was interpolated from observed gravity values.
 OM0291
 OM0291;                    North         East    Units  Estimated Accuracy
 OM0291;SPC WI S     -   132,380.      686,440.      MT  (+/- 180 meters Scaled)
 OM0291
 OM0291                          SUPERSEDED SURVEY CONTROL
 OM0291
 OM0291  NGVD 29 (??/??/92)  246.063  (m)          807.29   (f) ADJ UNCH    2 0
 OM0291
 OM0291.Superseded values are not recommended for survey control.
 OM0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0291.See file dsdata.txt to determine how the superseded data were derived.
 OM0291
 OM0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN426833(NAD 83)
 OM0291_MARKER: DB = BENCH MARK DISK
 OM0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0291_STAMPING: E-107 1934
 OM0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0291+STABILITY: SURFACE MOTION
 OM0291
 OM0291  HISTORY     - Date     Condition        Report By
 OM0291  HISTORY     - 1934     MONUMENTED       CGS
 OM0291  HISTORY     - 1947     GOOD             USGS
 OM0291  HISTORY     - 20060907 MARK NOT FOUND   USPSQD
 OM0291
 OM0291                          STATION DESCRIPTION
 OM0291
 OM0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0291'2.8 MI W FROM HUBBLETON.
 OM0291'2.8 MILES WEST OF DEPOT AT HUBBLETON ALONG THE CHICAGO, MILWAUKEE,
 OM0291'ST PAUL AND PACIFIC RAILROAD, 6 POLES EAST OF MILEPOST 26 AT
 OM0291'PUBLIC CROSSING.  SET IN CONCRETE POST 37 FEET SOUTH OF THE
 OM0291'CENTER LINE OF THE TRACK, ABOUT 400 FEET WEST OF THE CROSSING,
 OM0291'22 FEET NORTH OF THE CENTER LINE OF A ROAD PARALLEL TO THE
 OM0291'RAILROAD, 0.5 FOOT ABOVE RAIL LEVEL.
 OM0291
 OM0291                          STATION RECOVERY (1947)
 OM0291
 OM0291'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 OM0291'RECOVERED IN GOOD CONDITION.
 OM0291
 OM0291                          STATION RECOVERY (2006)
 OM0291
 OM0291'RECOVERY NOTE BY US POWER SQUADRON 2006
 OM0291'STATION NOT RECOVERED.  THERE ARE TWO SETS OF TRACK WITH HEAVY
 OM0291'VEGETATION GROWTH ALONG THE MAIN TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0450 ***********************************************************************
 OM0450  DESIGNATION -  E 108
 OM0450  PID         -  OM0450
 OM0450  STATE/COUNTY-  WI/DANE
 OM0450  USGS QUAD   -  CROSS PLAINS (1982)
 OM0450
 OM0450                         *CURRENT SURVEY CONTROL
 OM0450  ___________________________________________________________________
 OM0450* NAD 83(1997)-  43 06 53.39976(N)    089 39 50.88525(W)     ADJUSTED  
 OM0450* NAVD 88     -       261.848  (meters)     859.08   (feet)  ADJUSTED  
 OM0450  ___________________________________________________________________
 OM0450  X           -      27,336.535 (meters)                     COMP
 OM0450  Y           -  -4,663,329.579 (meters)                     COMP
 OM0450  Z           -   4,336,978.694 (meters)                     COMP
 OM0450  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 OM0450  ELLIP HEIGHT-         227.64  (meters)          (06/17/02) GPS OBS
 OM0450  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 OM0450  DYNAMIC HT  -         261.777 (meters)     858.85  (feet)  COMP
 OM0450  MODELED GRAV-     980,343.1   (mgal)                       NAVD 88
 OM0450
 OM0450  HORZ ORDER  -  SECOND
 OM0450  VERT ORDER  -  SECOND    CLASS 0
 OM0450  ELLP ORDER  -  FOURTH    CLASS I
 OM0450
 OM0450.The horizontal coordinates were established by GPS observations
 OM0450.and adjusted by the National Geodetic Survey in June 2002..
 OM0450
 OM0450.The orthometric height was determined by differential leveling
 OM0450.and adjusted by the National Geodetic Survey in June 1991..
 OM0450
 OM0450.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0450
 OM0450.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0450
 OM0450.The ellipsoidal height was determined by GPS observations
 OM0450.and is referenced to NAD 83.
 OM0450
 OM0450.The geoid height was determined by GEOID03.
 OM0450
 OM0450.The dynamic height is computed by dividing the NAVD 88
 OM0450.geopotential number by the normal gravity value computed on the
 OM0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0450.degrees latitude (g = 980.6199 gals.).
 OM0450
 OM0450.The modeled gravity was interpolated from observed gravity values.
 OM0450
 OM0450;                    North         East     Units Scale Factor Converg.
 OM0450;SPC WI S     -   123,902.210   627,334.140   MT  0.99994498   +0 13 50.8
 OM0450;SPC WI S     -   406,502.50  2,058,178.76   sFT  0.99994498   +0 13 50.8
 OM0450;UTM  16      - 4,777,012.363   283,250.329   MT  1.00017797   -1 49 17.6
 OM0450
 OM0450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0450!SPC WI S     -   0.99996430  x   0.99994498  =   0.99990928
 OM0450!UTM  16      -   0.99996430  x   1.00017797  =   1.00014227
 OM0450
 OM0450                          SUPERSEDED SURVEY CONTROL
 OM0450
 OM0450  NAD 83(1991)-  43 06 53.39924(N)    089 39 50.88393(W) AD(       ) 2
 OM0450  ELLIP H (11/21/91)  227.75   (m)                       GP(       ) 4 1
 OM0450  NAD 83(1986)-  43 06 53.39145(N)    089 39 50.88643(W) AD(       ) 2
 OM0450  NAD 27      -  43 06 53.41380(N)    089 39 50.44528(W) AD(       ) 2
 OM0450  NGVD 29 (??/??/92)  261.905  (m)          859.27   (f) ADJ UNCH    2 0
 OM0450
 OM0450.Superseded values are not recommended for survey control.
 OM0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0450.See file dsdata.txt to determine how the superseded data were derived.
 OM0450
 OM0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8325077012(NAD 83)
 OM0450_MARKER: DB = BENCH MARK DISK
 OM0450_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OM0450_SP_SET: BRIDGE ABUTMENT
 OM0450_STAMPING: E 108 1934
 OM0450_MARK LOGO: CGS   
 OM0450_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM0450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0450+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2006
 OM0450
 OM0450  HISTORY     - Date     Condition        Report By
 OM0450  HISTORY     - 1934     MONUMENTED       CGS
 OM0450  HISTORY     - 1956     GOOD             NGS
 OM0450  HISTORY     - 1987     GOOD             NGS
 OM0450  HISTORY     - 19910407 GOOD             USPSQD
 OM0450  HISTORY     - 20030919 GOOD             WIDT
 OM0450  HISTORY     - 20060420 GOOD             JCLS
 OM0450
 OM0450                          STATION DESCRIPTION
 OM0450
 OM0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0450'AT CROSS PLAINS.
 OM0450'ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC RAILROAD WEST
 OM0450'OF THE DEPOT AT BRIDGE B-214.  SET IN THE EAST CONCRETE BACK
 OM0450'WALL, 9 FEET SOUTH OF THE CENTER LINE OF THE TRACK, 1.5 FEET
 OM0450'BELOW RAIL LEVEL.
 OM0450
 OM0450                          STATION RECOVERY (1956)
 OM0450
 OM0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 OM0450'RECOVERED IN GOOD CONDITION.
 OM0450
 OM0450                          STATION RECOVERY (1987)
 OM0450
 OM0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 OM0450'THE STATION IS LOCATED IN CROSS PLAINS.
 OM0450'OWNERSHIP--STATE OF WISCONSIN, KEN HENNING, FIELD SUPER, DISTRICT 1,
 OM0450'DEPT OF TRANSPORTATION, 3502 KINSMAN BLVD, MADISON WI 53704,
 OM0450'PHONE 608-246-3800.
 OM0450'
 OM0450'TO REACH THE STATION FROM THE POST OFFICE IN CROSS PLAINS, GO
 OM0450'NORTHWEST ON PARK STREET FOR ABOUT 30.5 METERS (100.0 FT) TO
 OM0450'AMERICAN LEGION DRIVE.  TURN LEFT AND GO SOUTH FOR 0.1 KM (0.05 MI)
 OM0450'TO U.S. HIGHWAY 14 (MAIN STREET).  TURN RIGHT AND GO WESTERLY FOR
 OM0450'1.2 KM (0.75 MI) TO A GRAVELED DRIVE LEFT LEADING TO THE SEWAGE
 OM0450'TREATMENT PLANT.  TURN LEFT INTO THE SEWAGE TREATMENT PLANT AND
 OM0450'CONTINUE FOR ABOUT 30.5 METERS (100.O FT) AND ACROSS RAILROAD
 OM0450'TRACKS.  THE STATION IS TO THE RIGHT, SOUTH OF THE RAILROAD TRACKS
 OM0450'IN THE BACKWALL OF RAILROAD BRIDGE B214.
 OM0450'
 OM0450'THE STATION IS A STANDARD CGS BENCH MARK DISK
 OM0450'STAMPED---E 108 1934---, SET IN A DRILL HOLE IN CONCRETE ABUTMENT FOR
 OM0450'SMALL RAILROAD BRIDGE.  LOCATED 15.2 METERS (50.0 FT) NORTHWEST
 OM0450'FROM CENTER OF GATE TO TREATMENT PLANT, 10.1 METERS (33.0 FT) WEST
 OM0450'FROM CENTER OF GRAVELED DRIVE, 2.0 METERS (6.7 FT) SOUTH OF SOUTH
 OM0450'RAIL OF TRACKS, 0.6 METERS (2.0 FT) NORTH OF FIBERGLASS WITNESS
 OM0450'POST AND 0.6 METERS (2.0 FT) LOWER THAN TRACKS.
 OM0450'
 OM0450'DANE COUNTY, WISCONSIN 1987.
 OM0450'
 OM0450'THIS STATION COULD PRESENT A PROBLEM IN SETTING UP THE ANTENNA OVER
 OM0450'THE MARK FOR A GPS SURVEY.
 OM0450'
 OM0450'DESCRIBED BY D.A. BOWLING.
 OM0450
 OM0450                          STATION RECOVERY (1991)
 OM0450
 OM0450'RECOVERY NOTE BY US POWER SQUADRON 1991 (GTS)
 OM0450'RECOVERED IN GOOD CONDITION.
 OM0450
 OM0450                          STATION RECOVERY (2003)
 OM0450
 OM0450'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (TSS)
 OM0450'OWNERSHIP--WISCONSIN AND SOUTHERN RAILROAD.  TO REACH THE STATION FROM
 OM0450'THE JUNCTION OF US HIGHWAY 14 WITH STATE HIGHWAY 78 AND COUNTY HIGHWAY
 OM0450'F ON THE NORTH SIDE OF THE VILLAGE OF BLACK EARTH, GO SOUTHEAST ON US
 OM0450'HIGHWAY 14 FOR 4.9 MI (7.89 KM) TO A GRAVEL DRIVE ON THE RIGHT LEADING
 OM0450'TO THE CROSS PLAINS WATER TREATMENT CENTER, TURN RIGHT AND GO SOUTH ON
 OM0450'THE DRIVE FOR 0.5 MI (0.8 KM) TO THE STATION ON THE RIGHT, JUST AFTER
 OM0450'CROSSING RAILROAD TRACKS, SET IN THE TOP OF THE SOUTH END OF THE EAST
 OM0450'ABUTMENT OF A BRIDGE SPANNING BLACK EARTH CREEK.  THE STATION IS A
 OM0450'BRASS US COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN A SMALL
 OM0450'BRIDGE ABUTMENT AND ABOUT 0.5 M (1.6 FT) BELOW THE DRIVE.  THE STATION
 OM0450'IS 10.2 M (33.5 FT) WEST OF THE CENTER OF THE GRAVEL DRIVE, 2.8 M (9.2
 OM0450'FT) SOUTH OF THE CENTER OF THE RAILS, 0.5 M (1.6 FT) NORTH OF THE
 OM0450'SOUTH LEVEL EDGE OF THE ABUTMENT.  0.6 M (2.0 FT) NORTH OF AN ORANGE
 OM0450'FIBERGLASS WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 OM0450'OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT
 OM0450'FOR TREES IN THE SOUTH QUADRANT EXTENDING TO 25 DEGREES ABOVE THE
 OM0450'HORIZON.
 OM0450
 OM0450                          STATION RECOVERY (2006)
 OM0450
 OM0450'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 OM0450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0472 ***********************************************************************
 OM0472  DESIGNATION -  E 109
 OM0472  PID         -  OM0472
 OM0472  STATE/COUNTY-  WI/SAUK
 OM0472  USGS QUAD   -  SAUK CITY (1975)
 OM0472
 OM0472                         *CURRENT SURVEY CONTROL
 OM0472  ___________________________________________________________________
 OM0472* NAD 83(1997)-  43 17 40.57462(N)    089 43 28.20028(W)     ADJUSTED  
 OM0472* NAVD 88     -       238.874  (meters)     783.71   (feet)  ADJUSTED  
 OM0472  ___________________________________________________________________
 OM0472  X           -      22,357.534 (meters)                     COMP
 OM0472  Y           -  -4,649,665.433 (meters)                     COMP
 OM0472  Z           -   4,351,520.897 (meters)                     COMP
 OM0472  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 OM0472  ELLIP HEIGHT-         204.15  (meters)          (04/28/99) GPS OBS
 OM0472  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 OM0472  DYNAMIC HT  -         238.814 (meters)     783.51  (feet)  COMP
 OM0472  MODELED GRAV-     980,362.3   (mgal)                       NAVD 88
 OM0472
 OM0472  HORZ ORDER  -  A
 OM0472  VERT ORDER  -  SECOND    CLASS 0
 OM0472  ELLP ORDER  -  THIRD     CLASS I
 OM0472
 OM0472.The horizontal coordinates were established by GPS observations
 OM0472.and adjusted by the National Geodetic Survey in April 1999..
 OM0472
 OM0472.The orthometric height was determined by differential leveling
 OM0472.and adjusted by the National Geodetic Survey in June 1991..
 OM0472
 OM0472.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0472
 OM0472.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0472
 OM0472.The ellipsoidal height was determined by GPS observations
 OM0472.and is referenced to NAD 83.
 OM0472
 OM0472.The geoid height was determined by GEOID03.
 OM0472
 OM0472.The dynamic height is computed by dividing the NAVD 88
 OM0472.geopotential number by the normal gravity value computed on the
 OM0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0472.degrees latitude (g = 980.6199 gals.).
 OM0472
 OM0472.The modeled gravity was interpolated from observed gravity values.
 OM0472
 OM0472;                    North         East     Units Scale Factor Converg.
 OM0472;SPC WI S     -   143,854.816   622,355.396   MT  0.99993427   +0 11 21.5
 OM0472;SPC WI S     -   471,963.68  2,041,844.33   sFT  0.99993427   +0 11 21.5
 OM0472;UTM  16      - 4,797,135.735   278,989.311   MT  1.00020090   -1 52 08.7
 OM0472
 OM0472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0472!SPC WI S     -   0.99996799  x   0.99993427  =   0.99990226
 OM0472!UTM  16      -   0.99996799  x   1.00020090  =   1.00016888
 OM0472
 OM0472                          SUPERSEDED SURVEY CONTROL
 OM0472
 OM0472  NAD 83(1991)-  43 17 40.57318(N)    089 43 28.19891(W) AD(       ) 2
 OM0472  ELLIP H (11/21/91)  204.42   (m)                       GP(       ) 4 1
 OM0472  NAD 83(1986)-  43 17 40.56466(N)    089 43 28.20472(W) AD(       ) 2
 OM0472  NAD 27      -  43 17 40.60530(N)    089 43 27.76841(W) AD(       ) 2
 OM0472  NAVD 88 (04/28/99)  238.87   (m)          783.7    (f) LEVELING    3  
 OM0472  NGVD 29 (??/??/92)  238.928  (m)          783.88   (f) ADJ UNCH    2 0
 OM0472
 OM0472.Superseded values are not recommended for survey control.
 OM0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0472.See file dsdata.txt to determine how the superseded data were derived.
 OM0472
 OM0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7898997136(NAD 83)
 OM0472_MARKER: DB = BENCH MARK DISK
 OM0472_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OM0472+WITH SETTING: PAVEMENT
 OM0472_SP_SET: MANHOLE FOUNDATION
 OM0472_STAMPING: E 109 1934
 OM0472_MARK LOGO: CGS   
 OM0472_PROJECTION: FLUSH
 OM0472_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0472+STABILITY: SURFACE MOTION
 OM0472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0472+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2004
 OM0472
 OM0472  HISTORY     - Date     Condition        Report By
 OM0472  HISTORY     - 1934     MONUMENTED       CGS
 OM0472  HISTORY     - 1941     GOOD             NGS
 OM0472  HISTORY     - 1987     GOOD             NGS
 OM0472  HISTORY     - 19971211 GOOD             NGS
 OM0472  HISTORY     - 20031016 GOOD             WIDT
 OM0472  HISTORY     - 20040424 GOOD             JCLS
 OM0472  HISTORY     - 20040426 GOOD             JCLS
 OM0472
 OM0472                          STATION DESCRIPTION
 OM0472
 OM0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0472'AT PRAIRIE DU SAC.
 OM0472'SET IN MAN-HOLE 30 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 OM0472'U.S. HIGHWAY 12, 78 FEET SOUTHEAST OF FIRE-PLUG, 42 FEET SOUTH
 OM0472'OF POWER AND PHONE POLE, 1 FOOT BELOW ROAD LEVEL.
 OM0472
 OM0472                          STATION RECOVERY (1941)
 OM0472
 OM0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 OM0472'RECOVERED IN GOOD CONDITION.
 OM0472
 OM0472                          STATION RECOVERY (1987)
 OM0472
 OM0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 OM0472'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) NORTHWEST OF ROXBURY,
 OM0472'2.4 KM (1.5 MI) NORTH OF SAUK CITY AND ON THE ROAD RIGHT-OF-WAY.
 OM0472'OWNERSHIP--STATE OF WISCONSIN, DEPT OF TRANSPORTATION, KEN HENNING,
 OM0472'FIELD SUPER, DISTRICT 1, 3502 KINSMAN BLVD, MADISON WI 53704,
 OM0472'PHONE 608-246-3800.
 OM0472'
 OM0472'TO REACH THE STATION FROM THE POST OFFICE IN SAUK CITY, GO
 OM0472'NORTHWEST ON U.S. HIGHWAY 60, STATE HIGHWAY 78 AND BUSINESS U.S.
 OM0472'HIGHWAY 12 FOR 2.7 KM (1.65 MI) TO THE STATION ON THE RIGHT.  IT IS
 OM0472'ACROSS THE STREET AND NORTHEAST OF HOUSE AT 741 WATER STREET.
 OM0472'
 OM0472'THE STATION IS A STANDARD CGS BENCH MARK DISK
 OM0472'STAMPED---E 109 1934---, SET IN A DRILL HOLE IN THE NORTHWEST CORNER
 OM0472'OF A 1 METER SQUARE MANHOLE PAD.  LOCATED 26.4 METERS (86.5 FT)
 OM0472'NORTHWEST OF POWER POLE NUMBER 740, 11.3 METERS (37.1 FT) SOUTHEAST
 OM0472'OF POWER POLE NUMBER 1106 AND 9.6 METERS (31.4 FT) NORTHEAST OF THE
 OM0472'CENTERLINE OF WATER STREET.
 OM0472'
 OM0472'DANE COUNTY, WISCONSIN 1987.
 OM0472'
 OM0472'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM0472'
 OM0472'DESCRIBED BY D.A. BOWLING.
 OM0472
 OM0472                          STATION RECOVERY (1997)
 OM0472
 OM0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 OM0472'THE STATION IS LOCATED ABOUT 37 KM (23.00 MI) NORTHWEST OF MADISON,
 OM0472'NEAR THE NORTHEAST SIDE OF PRAIRIE DU SAC, ALONG THE WEST SIDE OF THE
 OM0472'WISCONSIN RIVER AND A RAILROAD, AND IN GRASS BETWEEN A PAVED ROAD AND
 OM0472'THE TOP OF A CUTBANK ALONG THE WEST SIDE OF THE RAILROAD TRACKS.
 OM0472'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH FROM THE
 OM0472'JUNCTION OF U.S.  HIGHWAY 78, STATE HIGHWAY 60, AND COUNTY ROAD PF AT
 OM0472'THE SOUTHWEST END OF THE HIGHWAY 60 EAST BRIDGE LEADING EAST OVER THE
 OM0472'WISCONSIN RIVER (LOCATED AT THE NORTHWEST SIDE OF DOWNTOWN PRAIRIE DU
 OM0472'SAC) , GO NORTHWEST ON HIGHWAY 78 FOR 0.32 KM (0.20 MI) TO THE STATION
 OM0472'ON THE RIGHT.  IT IS ACROSS THE STREET FROM AND NORTHEAST OF HOUSE
 OM0472'NUMBER 741 ALONG WATER STREET.  THE STATION IS SET FLUSH IN THE TOP OF
 OM0472'AND NEAR THE WEST CORNER OF A 1 M (3.3 FT) SQUARE CONCRETE MANHOLE
 OM0472'FOUNDATION.  IT IS 26.8 M (87.9 FT) NORTHWEST OF POWER POLE NUMBER
 OM0472'740, 11.3 M (37.1 FT) EAST-SOUTHEAST OF POWER POLE NUMBER 1106, AND
 OM0472'9.4 M (30.8 FT) NORTHEAST AND ABOUT LEVEL WITH THE CENTER OF WATER
 OM0472'STREET.
 OM0472
 OM0472                          STATION RECOVERY (2003)
 OM0472
 OM0472'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 OM0472'OWNERSHIP--VILLAGE OF PRAIRIE DU SAC.  TO REACH THE STATION FROM THE
 OM0472'JUNCTION OF STATE HIGHWAY 60 WITH STATE HIGHWAY 78 IN THE VILLAGE OF
 OM0472'PRAIRIE DU SAC GO NORTHWEST ON STATE HIGHWAY 78 (WATER STREET) FOR 0.1
 OM0472'MI (0.16 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE US
 OM0472'COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP OF A CONCRETE
 OM0472'MANHOLE FOUNDATION ABOUT 0.5 M (1.6 FT) BELOW THE ROAD PAVEMENT.  THE
 OM0472'STATION IS 9.5 M (31.2 FT) NORTHEAST OF THE CENTERLINE OF STATE
 OM0472'HIGHWAY 78 (WATER STREET), 11.5 M (37.7 FT) SOUTHEAST OF A POWER POLE
 OM0472'--1106-- AND 2.8 M (9.2 FT) NORTHEAST OF A STORM DRAIN.
 OM0472'---NOTE1---THE STATION IS ACROSS THE STREET FROM 741 WATER STREET.
 OM0472'---NOTE2---VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN ALL
 OM0472'QUADRANTS THAT EXTEND TO HIGHER THAN 45 DEGREES MAKING THE STATION NOT
 OM0472'SUITABLE FOR GPS OBSERVATION.
 OM0472
 OM0472                          STATION RECOVERY (2004)
 OM0472
 OM0472'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 OM0472'RECOVERED IN GOOD CONDITION.
 OM0472
 OM0472                          STATION RECOVERY (2004)
 OM0472
 OM0472'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 OM0472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO0035 ***********************************************************************
 QO0035  DESIGNATION -  E 11
 QO0035  PID         -  QO0035
 QO0035  STATE/COUNTY-  WI/POLK
 QO0035  USGS QUAD   -  CLAYTON (1978)
 QO0035
 QO0035                         *CURRENT SURVEY CONTROL
 QO0035  ___________________________________________________________________
 QO0035* NAD 83(1986)-  45 19 08.     (N)    092 11 57.     (W)     SCALED    
 QO0035* NAVD 88     -       364.033  (meters)    1194.33   (feet)  ADJUSTED  
 QO0035  ___________________________________________________________________
 QO0035  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 QO0035  DYNAMIC HT  -         363.990 (meters)    1194.19  (feet)  COMP
 QO0035  MODELED GRAV-     980,489.0   (mgal)                       NAVD 88
 QO0035
 QO0035  VERT ORDER  -  FIRST     CLASS II
 QO0035
 QO0035.The horizontal coordinates were scaled from a topographic map and have
 QO0035.an estimated accuracy of +/- 6 seconds.
 QO0035
 QO0035.The orthometric height was determined by differential leveling
 QO0035.and adjusted by the National Geodetic Survey in June 1991..
 QO0035
 QO0035.The geoid height was determined by GEOID03.
 QO0035
 QO0035.The dynamic height is computed by dividing the NAVD 88
 QO0035.geopotential number by the normal gravity value computed on the
 QO0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0035.degrees latitude (g = 980.6199 gals.).
 QO0035
 QO0035.The modeled gravity was interpolated from observed gravity values.
 QO0035
 QO0035;                    North         East    Units  Estimated Accuracy
 QO0035;SPC WI C     -   167,410.      427,590.      MT  (+/- 180 meters Scaled)
 QO0035
 QO0035                          SUPERSEDED SURVEY CONTROL
 QO0035
 QO0035  NGVD 29 (??/??/92)  363.981  (m)         1194.16   (f) ADJ UNCH    1 2
 QO0035
 QO0035.Superseded values are not recommended for survey control.
 QO0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0035.See file dsdata.txt to determine how the superseded data were derived.
 QO0035
 QO0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL627186(NAD 83)
 QO0035_MARKER: DB = BENCH MARK DISK
 QO0035_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0035_SP_SET: BRIDGE
 QO0035_STAMPING: E-11 1933
 QO0035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0035
 QO0035  HISTORY     - Date     Condition        Report By
 QO0035  HISTORY     - 1933     MONUMENTED       CGS
 QO0035  HISTORY     - 1935     GOOD             NGS
 QO0035  HISTORY     - 1980     GOOD             NGS
 QO0035  HISTORY     - 19940709 MARK NOT FOUND   USPSQD
 QO0035  HISTORY     - 20040907 MARK NOT FOUND   WIDT
 QO0035
 QO0035                          STATION DESCRIPTION
 QO0035
 QO0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QO0035'1.6 MI SW FROM CLAYTON.
 QO0035'ON THE MINNEAPOLIS ST PAUL ASHLAND DIVISION OF THE CHICAGO AND NORTH
 QO0035'WESTERN RAILROAD, 1200 FEET NORTHEAST OF MILEPOST 36, AT THE SOUTHEAST
 QO0035'END OF THE NORTHEAST ABUTMENT OF RAILROAD BRIDGE NO. 60, HORIZONTAL
 QO0035'MARK IN THE 3RD COURSE OF STONE FROM THE TOP.  240 FEET EAST OF ROAD
 QO0035'CROSSING, 10.5 FEET SOUTH OF SOUTH RAIL, 3.3 FEET BELOW TOP OF RAIL,
 QO0035'1.5 FEET NORTH OF THE SOUTH EDGE OF 3RD COURSE OF STONE, 1.2 FEET EAST
 QO0035'OF THE INSIDE FACE OF THE ABUTMENT.
 QO0035
 QO0035                          STATION RECOVERY (1935)
 QO0035
 QO0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 QO0035'RECOVERED IN GOOD CONDITION.
 QO0035
 QO0035                          STATION RECOVERY (1980)
 QO0035
 QO0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 QO0035'2.8 KM (1.75 MI) SOUTHWEST ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 QO0035'COUNTY ROAD D IN CLAYTON, IN RICHARDSON, IN TOP OF THE SOUTHEAST END
 QO0035'OF THE NORTHEAST ABUTMENT OF BRIDGE NUMBER 60 OVER THE CHICAGO AND
 QO0035'NORTHWESTERN RAILROAD, 0.3 KM (0.2 MI) NORTHEAST OF MILEPOST 36, 90 M
 QO0035'(300 FT) EAST-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 72.7 M
 QO0035'(240 FT) EAST OF A ROAD CROSSING, 3.2 M (10.5 FT) SOUTH OF THE SOUTH
 QO0035'RAIL, 0.35 M (1.2 FT) EAST OF A FENCE.
 QO0035'THE MARK IS 0.9 M BELOW THE TRACKS.
 QO0035
 QO0035                          STATION RECOVERY (1994)
 QO0035
 QO0035'RECOVERY NOTE BY US POWER SQUADRON 1994
 QO0035'MARK NOT FOUND.
 QO0035
 QO0035                          STATION RECOVERY (2004)
 QO0035
 QO0035'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QO0035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0007 ***********************************************************************
 NJ0007  DESIGNATION -  E 110
 NJ0007  PID         -  NJ0007
 NJ0007  STATE/COUNTY-  WI/IOWA
 NJ0007  USGS QUAD   -  REWEY (1978)
 NJ0007
 NJ0007                         *CURRENT SURVEY CONTROL
 NJ0007  ___________________________________________________________________
 NJ0007* NAD 83(1986)-  42 50 36.     (N)    090 23 35.     (W)     SCALED    
 NJ0007* NAVD 88     -       347.491  (meters)    1140.06   (feet)  ADJUSTED  
 NJ0007  ___________________________________________________________________
 NJ0007  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 NJ0007  DYNAMIC HT  -         347.388 (meters)    1139.72  (feet)  COMP
 NJ0007  MODELED GRAV-     980,313.2   (mgal)                       NAVD 88
 NJ0007
 NJ0007  VERT ORDER  -  SECOND    CLASS 0
 NJ0007
 NJ0007.The horizontal coordinates were scaled from a topographic map and have
 NJ0007.an estimated accuracy of +/- 6 seconds.
 NJ0007
 NJ0007.The orthometric height was determined by differential leveling
 NJ0007.and adjusted by the National Geodetic Survey in June 1991..
 NJ0007
 NJ0007.The geoid height was determined by GEOID03.
 NJ0007
 NJ0007.The dynamic height is computed by dividing the NAVD 88
 NJ0007.geopotential number by the normal gravity value computed on the
 NJ0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0007.degrees latitude (g = 980.6199 gals.).
 NJ0007
 NJ0007.The modeled gravity was interpolated from observed gravity values.
 NJ0007
 NJ0007;                    North         East    Units  Estimated Accuracy
 NJ0007;SPC WI S     -    93,760.      567,870.      MT  (+/- 180 meters Scaled)
 NJ0007
 NJ0007                          SUPERSEDED SURVEY CONTROL
 NJ0007
 NJ0007  NGVD 29 (??/??/92)  347.568  (m)         1140.31   (f) ADJ UNCH    2 0
 NJ0007
 NJ0007.Superseded values are not recommended for survey control.
 NJ0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0007.See file dsdata.txt to determine how the superseded data were derived.
 NJ0007
 NJ0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH130467(NAD 83)
 NJ0007_MARKER: DB = BENCH MARK DISK
 NJ0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0007_STAMPING: E 110 1934
 NJ0007_MARK LOGO: CGS   
 NJ0007_PROJECTION: PROJECTING 4 CENTIMETERS
 NJ0007_MAGNETIC: N = NO MAGNETIC MATERIAL
 NJ0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0007+STABILITY: SURFACE MOTION
 NJ0007_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0007+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2002
 NJ0007
 NJ0007  HISTORY     - Date     Condition        Report By
 NJ0007  HISTORY     - 1934     MONUMENTED       CGS
 NJ0007  HISTORY     - 20020807 GOOD             WIDT
 NJ0007  HISTORY     - 20040424 MARK NOT FOUND   JCLS
 NJ0007
 NJ0007                          STATION DESCRIPTION
 NJ0007
 NJ0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0007'AT REWEY.
 NJ0007'AT REWEY, IOWA COUNTY, OPPOSITE THE CHICAGO AND NORTH WESTERN
 NJ0007'RAILWAY STATION, 4 FEET NORTH OF A SEMAPHORE, 78 FEET NORTH OF
 NJ0007'THE CENTER LINE OF A ROAD, AND 18 FEET EAST OF THE CENTER LINE
 NJ0007'OF THE TRACK.  A STANDARD DISK, STAMPED E 110 1934 AND SET IN
 NJ0007'THE TOP OF A CONCRETE POST.
 NJ0007
 NJ0007                          STATION RECOVERY (2002)
 NJ0007
 NJ0007'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (TSS)
 NJ0007'OWNERSHIP-- VILLAGE OF REWEY.  TO REACH THE STATION FROM THE JUNCTION
 NJ0007'OF STATE HIGHWAY 80 WITH COUNTY HIGHWAY A ABOUT 7.5 MI (12.07 KM)
 NJ0007'NORTH NORTHEAST OF THE CITY OF PLATTEVILLE, GO EAST ON COUNTY HIGHWAY
 NJ0007'A FOR 2.5 MI (4.02 KM) TO COUNTY HIGHWAY G CONTINUE EAST ON COUNTY
 NJ0007'HIGHWAY A FOR 0.25 MI (0.4 KM) TO LASALLE STREET ON THE LEFT, TURN
 NJ0007'LEFT AND GO NORTH ON LASALLE STREET FOR 0.05 MI (0.08 KM) TO WHERE
 NJ0007'LASALLE STREET CURVES TO THE WEST(LEFT), TURN LEFT AND GO WEST ON
 NJ0007'LASALLE STREET FOR APPROXIMATELY 50 M (164.0 FT) TO THE STATION ON THE
 NJ0007'RIGHT.  THE STATION IS A BRONZE US COAST AND GEODETIC SURVEY BENCH
 NJ0007'MARK DISK SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST PROJECTING
 NJ0007'4-CM ABOVE THE GROUND AND LEVEL WITH THE STREET PAVEMENT.  THE STATION
 NJ0007'IS 19.1 M (62.7 FT) NORTH OF THE CENTERLINE OF LASALLE STREET, 3.0 M
 NJ0007'(9.8 FT) WEST OF A NORTH - SOUTH TREELINE, 14.1 M (46.3 FT) WEST OF
 NJ0007'THE SOUTHWEST CORNER OF A PRIVATE RESIDENCE --112--, 31.3 M (102.7 FT)
 NJ0007'SOUTHEAST OF A METAL BUILDING, 0.2 M (0.7 FT) SOUTH OF AN ORANGE
 NJ0007'FIBERGLASS WITNESS POST.---NOTE---SPALDING AND HAS BEEN HIT BY A
 NJ0007'MOWER.---NOTE---VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN ALL
 NJ0007'QUADRANTS EXTENDING MORE THAN 50 DEGREES ABOVE THE HORIZON.
 NJ0007
 NJ0007                          STATION RECOVERY (2004)
 NJ0007
 NJ0007'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 NJ0007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0030 ***********************************************************************
 NJ0030  DESIGNATION -  E 111
 NJ0030  PID         -  NJ0030
 NJ0030  STATE/COUNTY-  WI/LAFAYETTE
 NJ0030  USGS QUAD   -  CUBA CITY (1988)
 NJ0030
 NJ0030                         *CURRENT SURVEY CONTROL
 NJ0030  ___________________________________________________________________
 NJ0030* NAD 83(1986)-  42 34 09.     (N)    090 22 52.     (W)     SCALED    
 NJ0030* NAVD 88     -       283.959  (meters)     931.62   (feet)  ADJUSTED  
 NJ0030  ___________________________________________________________________
 NJ0030  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 NJ0030  DYNAMIC HT  -         283.872 (meters)     931.34  (feet)  COMP
 NJ0030  MODELED GRAV-     980,307.1   (mgal)                       NAVD 88
 NJ0030
 NJ0030  VERT ORDER  -  SECOND    CLASS 0
 NJ0030
 NJ0030.The horizontal coordinates were scaled from a topographic map and have
 NJ0030.an estimated accuracy of +/- 6 seconds.
 NJ0030
 NJ0030.The orthometric height was determined by differential leveling
 NJ0030.and adjusted by the National Geodetic Survey in June 1991..
 NJ0030
 NJ0030.The geoid height was determined by GEOID03.
 NJ0030
 NJ0030.The dynamic height is computed by dividing the NAVD 88
 NJ0030.geopotential number by the normal gravity value computed on the
 NJ0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0030.degrees latitude (g = 980.6199 gals.).
 NJ0030
 NJ0030.The modeled gravity was interpolated from observed gravity values.
 NJ0030
 NJ0030;                    North         East    Units  Estimated Accuracy
 NJ0030;SPC WI S     -    63,300.      568,710.      MT  (+/- 180 meters Scaled)
 NJ0030
 NJ0030                          SUPERSEDED SURVEY CONTROL
 NJ0030
 NJ0030  NGVD 29 (??/??/92)  284.023  (m)          931.83   (f) ADJ UNCH    2 0
 NJ0030
 NJ0030.Superseded values are not recommended for survey control.
 NJ0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0030.See file dsdata.txt to determine how the superseded data were derived.
 NJ0030
 NJ0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH149162(NAD 83)
 NJ0030_MARKER: DB = BENCH MARK DISK
 NJ0030_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0030_SP_SET: BUILDING
 NJ0030_STAMPING: E 111 1934
 NJ0030_MARK LOGO: NONE  
 NJ0030_MAGNETIC: N = NO MAGNETIC MATERIAL
 NJ0030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0030
 NJ0030  HISTORY     - Date     Condition        Report By
 NJ0030  HISTORY     - 1934     MONUMENTED       CGS
 NJ0030  HISTORY     - 19981118 GOOD             USPSQD
 NJ0030  HISTORY     - 2004     GOOD             WIDT
 NJ0030
 NJ0030                          STATION DESCRIPTION
 NJ0030
 NJ0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0030'AT BENTON.
 NJ0030'AT BENTON, LAFAYETTE  COUNTY, AT THE MUNICIPAL BUILDING, IN THE
 NJ0030'CENTER OF THE FRONT WALL, BETWEEN TWO WINDOW SILLS, AND ABOUT
 NJ0030'3 1/2 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED E 111 1934
 NJ0030'AND SET VERTICALLY.
 NJ0030
 NJ0030                          STATION RECOVERY (1998)
 NJ0030
 NJ0030'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0030'RECOVERED IN GOOD CONDITION.
 NJ0030
 NJ0030                          STATION RECOVERY (2004)
 NJ0030
 NJ0030'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 NJ0030'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0774 ***********************************************************************
 NH0774  DESIGNATION -  E 113
 NH0774  PID         -  NH0774
 NH0774  STATE/COUNTY-  WI/GREEN
 NH0774  USGS QUAD   -  MONTICELLO (1981)
 NH0774
 NH0774                         *CURRENT SURVEY CONTROL
 NH0774  ___________________________________________________________________
 NH0774* NAD 83(1986)-  42 39 21.     (N)    089 36 33.     (W)     SCALED    
 NH0774* NAVD 88     -       330.756  (meters)    1085.16   (feet)  ADJUSTED  
 NH0774  ___________________________________________________________________
 NH0774  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 NH0774  DYNAMIC HT  -         330.656 (meters)    1084.83  (feet)  COMP
 NH0774  MODELED GRAV-     980,309.1   (mgal)                       NAVD 88
 NH0774
 NH0774  VERT ORDER  -  SECOND    CLASS 0
 NH0774
 NH0774.The horizontal coordinates were scaled from a topographic map and have
 NH0774.an estimated accuracy of +/- 6 seconds.
 NH0774
 NH0774.The orthometric height was determined by differential leveling
 NH0774.and adjusted by the National Geodetic Survey in June 1991..
 NH0774
 NH0774.The geoid height was determined by GEOID03.
 NH0774
 NH0774.The dynamic height is computed by dividing the NAVD 88
 NH0774.geopotential number by the normal gravity value computed on the
 NH0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0774.degrees latitude (g = 980.6199 gals.).
 NH0774
 NH0774.The modeled gravity was interpolated from observed gravity values.
 NH0774
 NH0774;                    North         East    Units  Estimated Accuracy
 NH0774;SPC WI S     -    72,930.      632,050.      MT  (+/- 180 meters Scaled)
 NH0774
 NH0774                          SUPERSEDED SURVEY CONTROL
 NH0774
 NH0774  NGVD 29 (??/??/92)  330.834  (m)         1085.41   (f) ADJ UNCH    2 0
 NH0774
 NH0774.Superseded values are not recommended for survey control.
 NH0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0774.See file dsdata.txt to determine how the superseded data were derived.
 NH0774
 NH0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN861258(NAD 83)
 NH0774_MARKER: DB = BENCH MARK DISK
 NH0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0774_STAMPING: E-113 1934
 NH0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0774+STABILITY: SURFACE MOTION
 NH0774
 NH0774  HISTORY     - Date     Condition        Report By
 NH0774  HISTORY     - 1934     MONUMENTED       CGS
 NH0774  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH0774
 NH0774                          STATION DESCRIPTION
 NH0774
 NH0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NH0774'AT STEARNS.
 NH0774'AT STEARNS.  ALONG THE ILLINOIS CENTRAL RAILROAD AT PUBLIC
 NH0774'CROSSING.  SET IN POST 81 FEET EAST OF THE CENTER LINE OF THE
 NH0774'MAIN TRACK, 27 FEET NORTH OF THE CENTER LINE OF THE ROAD CROSSING,
 NH0774'4 FEET NORTH OF TELEPHONE POLE, 1 FOOT BELOW RAIL LEVEL.
 NH0774
 NH0774                          STATION RECOVERY (2001)
 NH0774
 NH0774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0774'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0273 ***********************************************************************
 PN0273  DESIGNATION -  E 116
 PN0273  PID         -  PN0273
 PN0273  STATE/COUNTY-  WI/WINNEBAGO
 PN0273  USGS QUAD   -  OSHKOSH NE (1992)
 PN0273
 PN0273                         *CURRENT SURVEY CONTROL
 PN0273  ___________________________________________________________________
 PN0273* NAD 83(1986)-  44 13 55.     (N)    088 30 19.     (W)     SCALED    
 PN0273* NAVD 88     -       241.791  (meters)     793.28   (feet)  ADJUSTED  
 PN0273  ___________________________________________________________________
 PN0273  GEOID HEIGHT-         -36.33  (meters)                     GEOID03
 PN0273  DYNAMIC HT  -         241.749 (meters)     793.14  (feet)  COMP
 PN0273  MODELED GRAV-     980,440.7   (mgal)                       NAVD 88
 PN0273
 PN0273  VERT ORDER  -  SECOND    CLASS I
 PN0273
 PN0273.The horizontal coordinates were scaled from a topographic map and have
 PN0273.an estimated accuracy of +/- 6 seconds.
 PN0273
 PN0273.The orthometric height was determined by differential leveling
 PN0273.and adjusted by the National Geodetic Survey in May 2003..
 PN0273
 PN0273.The geoid height was determined by GEOID03.
 PN0273
 PN0273.The dynamic height is computed by dividing the NAVD 88
 PN0273.geopotential number by the normal gravity value computed on the
 PN0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0273.degrees latitude (g = 980.6199 gals.).
 PN0273
 PN0273.The modeled gravity was interpolated from observed gravity values.
 PN0273
 PN0273;                    North         East    Units  Estimated Accuracy
 PN0273;SPC WI S     -   249,030.      719,420.      MT  (+/- 180 meters Scaled)
 PN0273
 PN0273                          SUPERSEDED SURVEY CONTROL
 PN0273
 PN0273  NAVD 88 (06/15/91)  241.828  (m)          793.40   (f) UNKNOWN     2 0
 PN0273  NGVD 29 (??/??/92)  241.860  (m)          793.50   (f) ADJ UNCH    2 0
 PN0273
 PN0273.Superseded values are not recommended for survey control.
 PN0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0273.See file dsdata.txt to determine how the superseded data were derived.
 PN0273
 PN0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP797987(NAD 83)
 PN0273_MARKER: DB = BENCH MARK DISK
 PN0273_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PN0273_SP_SET: CULVERT HEADWALL
 PN0273_STAMPING: E 116 1965
 PN0273_MARK LOGO: CGS   
 PN0273_PROJECTION: FLUSH
 PN0273_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0273+STABILITY: SURFACE MOTION
 PN0273_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0273+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2006
 PN0273
 PN0273  HISTORY     - Date     Condition        Report By
 PN0273  HISTORY     - 1965     MONUMENTED       CGS
 PN0273  HISTORY     - 19971003 POOR             WIHD
 PN0273  HISTORY     - 20001226 GOOD             WIDT
 PN0273  HISTORY     - 20031214 GOOD             USPSQD
 PN0273  HISTORY     - 20050706 GOOD             WIDT
 PN0273  HISTORY     - 20060812 GOOD             USPSQD
 PN0273
 PN0273                          STATION DESCRIPTION
 PN0273
 PN0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 PN0273'3.5 MI NW FROM MENASHA.
 PN0273'THE STATION IS LOCATED ON THE EAST SIDE OF IRISH ROAD, 0.2 MILES
 PN0273'NORTH OF THE INTERSECTION OF IRISH AND COUNTY ROAD QQ, IN THE TOP
 PN0273'OF THE CULVERT WALL ON THE SOUTH SIDE OF A CONCRETE DRIVEWAY,
 PN0273'57 FEET EAST OF THE DON JACKOVICH RANCH-STYLE RESIDENCE.  THE
 PN0273'MARK IS SET IN A DRILL HOLE.
 PN0273
 PN0273                          STATION RECOVERY (1997)
 PN0273
 PN0273'RECOVERY NOTE BY WI HIGHWAY DEPT 1997 (CSM)
 PN0273'THE STATION IS LOCATED ON THE WEST SIDE OF IRISH ROAD, 0.32 KM (0.20
 PN0273'MI) NORTH OF THE INTERSECTION OF IRISH ROAD AND SHADY LANE, IN A DRILL
 PN0273'HOLE IN THE TOP OF THE CULVERT END WALL ON THE SOUTH SIDE OF A
 PN0273'CONCRETE DRIVEWAY TO THE RESIDENCE AT 2130 IRISH ROAD.  MOVEMENT OF
 PN0273'THE END WALL HAS OCCURED AS EVIDENT BY A CRACK OPEN 5 CM ABOVE THE
 PN0273'CORREGATED METAL PIPE, PROBABLY THE RESULT OF REPEATED FROST HEAVE.
 PN0273'THIS IS NOT A GPSABLE MARK DUE TO MANY LARGE TREES IN THE VICINITY.
 PN0273
 PN0273                          STATION RECOVERY (2000)
 PN0273
 PN0273'RECOVERY NOTE BY WI DEPT OF TRANSP 2000 (DJH)
 PN0273'THE STATION IS LOCATED ABOUT 5 KM WEST OF APPLETON AND 3 KM NORTHWEST
 PN0273'OF NEENAH.  OWNERSHIP--TOWN OF MENASHA. TO REACH THE STATION FROM THE
 PN0273'JUNCTION OF US HIGHWAY 41 WITH STATE HIGHWAY 150 (COUNTY HIGHWAY II)
 PN0273'ABOUT 6 KM WEST OF THE CITY OF MENASHA, GO WEST ON STATE HIGHWAY 150
 PN0273'(COUNTY HIGHWAY II) FOR 1.4 KM TO IRISH ROAD ON THE RIGHT, TURN RIGHT
 PN0273'AND GO NORTH ON IRISH ROAD FOR 2.4 KM TO WEST AMERICAN DRIVE,
 PN0273'CONTINUE NORTH ON IRISH ROAD FOR 1.0 KM TO THE STATION ON THE LEFT.
 PN0273'THE STATION IS A BRONZE US COAST AND GEODETIC SURVEY BENCH MARK SET
 PN0273'IN A CONCRETE HEADWALL AND ABOUT LEVEL THE ROAD PAVEMENT.  THE
 PN0273'STATION IS 7.4 M WEST OF THE CENTERLINE OF IRISH ROAD, 23.2 M NORTH
 PN0273'OF A WOOD POST FOR A --STOP-- SIGN, 17.5 M WEST OF POWER POLE --60--,
 PN0273'14.8 M SOUTH OF POWER POLE --60-1--, 2.1 M NORTHWEST OF A MAILBOX
 PN0273'--2130--.  ---NOTE---THIS STATION HAS VISIBLE OBSTRUCTION IN ALL
 PN0273'QUADRANTS EXTENDING HIGHER 30 DEGREES.
 PN0273
 PN0273                          STATION RECOVERY (2003)
 PN0273
 PN0273'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0273'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 0.2 MILE
 PN0273'NORTH OF E. SHADY LN. ON IRISH ROAD, AND 4.6 FEET WEST OF THE EASTERN
 PN0273'END OF THE SOUTHERN HEADWALL.
 PN0273
 PN0273                          STATION RECOVERY (2005)
 PN0273
 PN0273'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PN0273'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS IN-LINE WITH THE
 PN0273'EXTENDED CENTERLINE OF TALKEETNA ROAD.
 PN0273
 PN0273                          STATION RECOVERY (2006)
 PN0273
 PN0273'RECOVERY NOTE BY US POWER SQUADRON 2006
 PN0273'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0024 ***********************************************************************
 NH0024  DESIGNATION -  E 118
 NH0024  PID         -  NH0024
 NH0024  STATE/COUNTY-  WI/WALWORTH
 NH0024  USGS QUAD   -  LAKE GENEVA (1976)
 NH0024
 NH0024                         *CURRENT SURVEY CONTROL
 NH0024  ___________________________________________________________________
 NH0024* NAD 83(1986)-  42 30 07.     (N)    088 28 49.     (W)     SCALED    
 NH0024* NAVD 88     -       301.739  (meters)     989.96   (feet)  ADJUSTED  
 NH0024  ___________________________________________________________________
 NH0024  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 NH0024  DYNAMIC HT  -         301.642 (meters)     989.64  (feet)  COMP
 NH0024  MODELED GRAV-     980,289.6   (mgal)                       NAVD 88
 NH0024
 NH0024  VERT ORDER  -  SECOND    CLASS 0
 NH0024
 NH0024.The horizontal coordinates were scaled from a topographic map and have
 NH0024.an estimated accuracy of +/- 6 seconds.
 NH0024
 NH0024.The orthometric height was determined by differential leveling
 NH0024.and adjusted by the National Geodetic Survey in June 1991..
 NH0024
 NH0024.The geoid height was determined by GEOID03.
 NH0024
 NH0024.The dynamic height is computed by dividing the NAVD 88
 NH0024.geopotential number by the normal gravity value computed on the
 NH0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0024.degrees latitude (g = 980.6199 gals.).
 NH0024
 NH0024.The modeled gravity was interpolated from observed gravity values.
 NH0024
 NH0024;                    North         East    Units  Estimated Accuracy
 NH0024;SPC WI S     -    56,900.      724,920.      MT  (+/- 180 meters Scaled)
 NH0024
 NH0024                          SUPERSEDED SURVEY CONTROL
 NH0024
 NH0024  NGVD 29 (??/??/92)  301.801  (m)          990.16   (f) ADJ UNCH    2 0
 NH0024
 NH0024.Superseded values are not recommended for survey control.
 NH0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0024.See file dsdata.txt to determine how the superseded data were derived.
 NH0024
 NH0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN783065(NAD 83)
 NH0024_MARKER: DB = BENCH MARK DISK
 NH0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0024_STAMPING: E 118 1960
 NH0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0024+STABILITY: SURFACE MOTION
 NH0024
 NH0024  HISTORY     - Date     Condition        Report By
 NH0024  HISTORY     - 1960     MONUMENTED       CGS
 NH0024  HISTORY     - 1961     GOOD             NGS
 NH0024  HISTORY     - 20060722 MARK NOT FOUND   USPSQD
 NH0024
 NH0024                          STATION DESCRIPTION
 NH0024
 NH0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0024'0.6 MI S FROM ZENDA.
 NH0024'ABOUT 0.6 MILE SOUTH ALONG ZENDA ROAD FROM THE CROSSING OF THE
 NH0024'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD AT ZENDA,
 NH0024'THENCE ABOUT 0.05 MILE EAST ALONG MOHAWK ROAD, ABOUT 99 YARDS
 NH0024'EAST OF THE JUNCTION OF ZENDA AND MOHAWK ROAD, 21 FEET SOUTH OF
 NH0024'THE CENTER LINE OF MOHAWK ROAD, 2 FEET EAST OF THE SECOND POWER
 NH0024'LINE POLE EAST OF THE JUNCTION OF ZENDA ROAD (POLE NO. 1-17-34
 NH0024'2/25), 1 FOOT NORTH OF A RIGHT-OF-WAY FENCE LINE, 2 FEET WEST
 NH0024'OF A STEEL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD,
 NH0024'AND SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 NH0024
 NH0024                          STATION RECOVERY (1961)
 NH0024
 NH0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 NH0024'ZENDA, 0.65 MILE SOUTH OF. T. 1 N., R. 17 E., IN S. W. 1/4 SEC. 34.
 NH0024'21 FT. SOUTH, 298 FT. EAST AND 0.6 FT. BELOW INTERSECTION OF T-ROAD
 NH0024'NORTH (MOHAWK AND ZENDA ROADS). 2 FT. EAST OF POWER POLE 1-17-34. 1
 NH0024'FT. NORTH OF RIGHT-OF-WAY FENCE. 2 FT. WEST OF STEEL WITNESS POST.
 NH0024'ABOUT 2 FEET BELOW LEVEL OF ROAD OPP. IN CONC. POST PROJECTING 4
 NH0024'INCHES. STD. DISK STAMPED E 118 1960 PAINTED B.M.
 NH0024
 NH0024                          STATION RECOVERY (2006)
 NH0024
 NH0024'RECOVERY NOTE BY US POWER SQUADRON 2006
 NH0024'STATION NOT FOUND.  THE DESCRIPTION IS NO LONGER ADEQUATE.  THERE IS
 NH0024'NO FENCE AND WITNESS POST PRESENT AND THE POWER POLES HAVE BEEN
 NH0024'RELOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0460 ***********************************************************************
 NJ0460  DESIGNATION -  E 121
 NJ0460  PID         -  NJ0460
 NJ0460  STATE/COUNTY-  WI/GRANT
 NJ0460  USGS QUAD   -  GUTTENBERG (1978)
 NJ0460
 NJ0460                         *CURRENT SURVEY CONTROL
 NJ0460  ___________________________________________________________________
 NJ0460* NAD 83(1986)-  42 50 33.     (N)    091 04 20.     (W)     SCALED    
 NJ0460* NAVD 88     -       189.566  (meters)     621.93   (feet)  ADJUSTED  
 NJ0460  ___________________________________________________________________
 NJ0460  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 NJ0460  DYNAMIC HT  -         189.515 (meters)     621.77  (feet)  COMP
 NJ0460  MODELED GRAV-     980,347.0   (mgal)                       NAVD 88
 NJ0460
 NJ0460  VERT ORDER  -  FIRST     CLASS I
 NJ0460
 NJ0460.The horizontal coordinates were scaled from a topographic map and have
 NJ0460.an estimated accuracy of +/- 6 seconds.
 NJ0460
 NJ0460.The orthometric height was determined by differential leveling
 NJ0460.and adjusted by the National Geodetic Survey in June 1991..
 NJ0460
 NJ0460.The geoid height was determined by GEOID03.
 NJ0460
 NJ0460.The dynamic height is computed by dividing the NAVD 88
 NJ0460.geopotential number by the normal gravity value computed on the
 NJ0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0460.degrees latitude (g = 980.6199 gals.).
 NJ0460
 NJ0460.The modeled gravity was interpolated from observed gravity values.
 NJ0460
 NJ0460;                    North         East    Units  Estimated Accuracy
 NJ0460;SPC WI S     -    94,160.      512,350.      MT  (+/- 180 meters Scaled)
 NJ0460
 NJ0460                          SUPERSEDED SURVEY CONTROL
 NJ0460
 NJ0460  NGVD 29 (??/??/92)  189.612  (m)          622.09   (f) ADJ UNCH    1 1
 NJ0460
 NJ0460.Superseded values are not recommended for survey control.
 NJ0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0460.See file dsdata.txt to determine how the superseded data were derived.
 NJ0460
 NJ0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH575451(NAD 83)
 NJ0460_MARKER: DB = BENCH MARK DISK
 NJ0460_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0460_SP_SET: CULVERT
 NJ0460_STAMPING: E 121 1970
 NJ0460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0460
 NJ0460  HISTORY     - Date     Condition        Report By
 NJ0460  HISTORY     - 1970     MONUMENTED       NGS
 NJ0460  HISTORY     - 19980930 GOOD             USPSQD
 NJ0460
 NJ0460                          STATION DESCRIPTION
 NJ0460
 NJ0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0460'1.2 MI N FROM GLEN HAVEN.
 NJ0460'ABOUT 0.2 MILE WEST ALONG A PAVED ROAD FROM THE POST OFFICE
 NJ0460'AT GLEN HAVEN, THENCE 1.0 MILE NORTH ALONG THE BURLINGTON
 NJ0460'NORTHERN RAILROAD, 0.3 MILE SOUTH OF MILEPOST 224, 0.1 MILE
 NJ0460'SOUTH OF A CURVE IN A GRAVELED ROAD WHICH PARALLELS THE TRACK,
 NJ0460'11 FEET WEST OF THE WEST RAIL OF THE WEST TRACK, SET IN THE
 NJ0460'TOP OF THE SOUTH END OF THE WEST CONCRETE HEADWALL OF A
 NJ0460'11- X 15-FOOT CONCRETE CULVERT, AND ABOUT 1 1/2 FEET BELOW THE
 NJ0460'LEVEL OF THE TRACK.  SECTION 10, T 4N, R 6W.
 NJ0460
 NJ0460                          STATION RECOVERY (1998)
 NJ0460
 NJ0460'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0460'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0355 ***********************************************************************
 ON0355  DESIGNATION -  E 122
 ON0355  PID         -  ON0355
 ON0355  STATE/COUNTY-  WI/CRAWFORD
 ON0355  USGS QUAD   -  PRAIRIE DU CHIEN (1983)
 ON0355
 ON0355                         *CURRENT SURVEY CONTROL
 ON0355  ___________________________________________________________________
 ON0355* NAD 83(1986)-  43 06 00.     (N)    091 08 31.     (W)     SCALED    
 ON0355* NAVD 88     -       190.773  (meters)     625.89   (feet)  ADJUSTED  
 ON0355  ___________________________________________________________________
 ON0355  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 ON0355  DYNAMIC HT  -         190.725 (meters)     625.74  (feet)  COMP
 ON0355  MODELED GRAV-     980,367.3   (mgal)                       NAVD 88
 ON0355
 ON0355  VERT ORDER  -  FIRST     CLASS I
 ON0355
 ON0355.The horizontal coordinates were scaled from a topographic map and have
 ON0355.an estimated accuracy of +/- 6 seconds.
 ON0355
 ON0355.The orthometric height was determined by differential leveling
 ON0355.and adjusted by the National Geodetic Survey in June 1991..
 ON0355
 ON0355.The geoid height was determined by GEOID03.
 ON0355
 ON0355.The dynamic height is computed by dividing the NAVD 88
 ON0355.geopotential number by the normal gravity value computed on the
 ON0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0355.degrees latitude (g = 980.6199 gals.).
 ON0355
 ON0355.The modeled gravity was interpolated from observed gravity values.
 ON0355
 ON0355;                    North         East    Units  Estimated Accuracy
 ON0355;SPC WI S     -   122,840.      507,040.      MT  (+/- 180 meters Scaled)
 ON0355
 ON0355                          SUPERSEDED SURVEY CONTROL
 ON0355
 ON0355  NGVD 29 (??/??/92)  190.820  (m)          626.05   (f) ADJ UNCH    1 1
 ON0355
 ON0355.Superseded values are not recommended for survey control.
 ON0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0355.See file dsdata.txt to determine how the superseded data were derived.
 ON0355
 ON0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH512735(NAD 83)
 ON0355_MARKER: DB = BENCH MARK DISK
 ON0355_SETTING: 66 = SET IN ROCK OUTCROP
 ON0355_SP_SET: ROCK LEDGE
 ON0355_STAMPING: E 122 1970
 ON0355_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ON0355+STABILITY: POSITION/ELEVATION WELL
 ON0355
 ON0355  HISTORY     - Date     Condition        Report By
 ON0355  HISTORY     - 1970     MONUMENTED       NGS
 ON0355
 ON0355                          STATION DESCRIPTION
 ON0355
 ON0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0355'3.2 MI N FROM PRAIRIE DU CHIEN.
 ON0355'ABOUT 3.2 MILES NORTH ALONG THE BURLINGTON NORTHERN RAILROAD
 ON0355'FROM THE STATION AT PRAIRIE DU CHIEN, 0.15 MILE SOUTH OF MILEPOST
 ON0355'243, 0.4 MILE SOUTH OF A CROSSING OF THE RAILROAD AND COUNTY
 ON0355'ROAD K, SET IN THE TOP OF THE WEST END OF THE CONCRETE LEDGE
 ON0355'ON THE NORTH ABUTMENT OF RAILROAD BRIDGE NUMBER 242.85, 7.7
 ON0355'FEET WEST OF THE WEST RAIL OF THE WEST TRACK, AND ABOUT 4 1/2
 ON0355'FEET BELOW THE LEVEL OF THE TRACK.  SECTION 12, T 7N, R 6W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0414 ***********************************************************************
 ON0414  DESIGNATION -  E 123
 ON0414  PID         -  ON0414
 ON0414  STATE/COUNTY-  WI/CRAWFORD
 ON0414  USGS QUAD   -  DE SOTO (1983)
 ON0414
 ON0414                         *CURRENT SURVEY CONTROL
 ON0414  ___________________________________________________________________
 ON0414* NAD 83(1986)-  43 22 42.     (N)    091 09 46.     (W)     SCALED    
 ON0414* NAVD 88     -       194.704  (meters)     638.79   (feet)  ADJUSTED  
 ON0414  ___________________________________________________________________
 ON0414  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 ON0414  DYNAMIC HT  -         194.663 (meters)     638.66  (feet)  COMP
 ON0414  MODELED GRAV-     980,404.5   (mgal)                       NAVD 88
 ON0414
 ON0414  VERT ORDER  -  FIRST     CLASS I
 ON0414
 ON0414.The horizontal coordinates were scaled from a topographic map and have
 ON0414.an estimated accuracy of +/- 6 seconds.
 ON0414
 ON0414.The orthometric height was determined by differential leveling
 ON0414.and adjusted by the National Geodetic Survey in June 1991..
 ON0414
 ON0414.The geoid height was determined by GEOID03.
 ON0414
 ON0414.The dynamic height is computed by dividing the NAVD 88
 ON0414.geopotential number by the normal gravity value computed on the
 ON0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0414.degrees latitude (g = 980.6199 gals.).
 ON0414
 ON0414.The modeled gravity was interpolated from observed gravity values.
 ON0414
 ON0414;                    North         East    Units  Estimated Accuracy
 ON0414;SPC WI S     -   153,780.      505,780.      MT  (+/- 180 meters Scaled)
 ON0414
 ON0414                          SUPERSEDED SURVEY CONTROL
 ON0414
 ON0414  NGVD 29 (??/??/92)  194.749  (m)          638.94   (f) ADJ UNCH    1 1
 ON0414
 ON0414.Superseded values are not recommended for survey control.
 ON0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0414.See file dsdata.txt to determine how the superseded data were derived.
 ON0414
 ON0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ488044(NAD 83)
 ON0414_MARKER: DB = BENCH MARK DISK
 ON0414_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ON0414_SP_SET: BOX CULVERT
 ON0414_STAMPING: E 123 1970
 ON0414_MARK LOGO: CGS   
 ON0414_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ON0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0414+STABILITY: SURFACE MOTION
 ON0414_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0414+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2001
 ON0414
 ON0414  HISTORY     - Date     Condition        Report By
 ON0414  HISTORY     - 1970     MONUMENTED       NGS
 ON0414  HISTORY     - 20010412 GOOD             WIDT
 ON0414
 ON0414                          STATION DESCRIPTION
 ON0414
 ON0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0414'4 MI NW FROM FERRYVILLE.
 ON0414'ABOUT 4.05 MILES NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD
 ON0414'FROM THE STATION AT FERRYVILLE, 6 RAILS SOUTHEAST OF A ROUND
 ON0414'BATTERY WELL, 6.5 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 ON0414'NORTHEAST TRACK, SET IN THE TOP OF THE SOUTHEAST END OF THE
 ON0414'NORTHEAST CONCRETE HEADWALL OF A 6- X 6-FOOT CONCRETE BOX
 ON0414'CULVERT WHICH IS NUMBERED 266.14, 40 YARDS SOUTHWEST OF THE
 ON0414'CENTER LINE OF STATE HIGHWAY 35, ABOUT 40 FEET BELOW THE LEVEL
 ON0414'OF THE HIGHWAY, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
 ON0414'THIS MARK IS ALSO 3.8 MILES SOUTHEAST ALONG THE BURLINGTON
 ON0414'NORTHERN RAILROAD FROM THE STATION AT DE SOTO.  VERNON COUNTY.
 ON0414'SECTION 2, T 10 N, R 6 W
 ON0414
 ON0414                          STATION RECOVERY (2001)
 ON0414
 ON0414'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 ON0414'OWNERSHIP--BURLINGTON NORTHERN RAILROAD.  TO REACH THE STATION FROM
 ON0414'THE SOUTH JUNCTION OF STATE HIGHWAY 35 WITH STATE HIGHWAY 82 ABOUT 2
 ON0414'MI (3.22 KM) SOUTH OF THE VILLAGE OF DE SOTO, GO SOUTH ON STATE
 ON0414'HIGHWAY 35 FOR 1.2 MI (1.93 KM) TO A STONE AND CONCRETE DRAINAGE
 ON0414'CULVERT ON THE LEFT AND THE STATION ON THE RIGHT.  THE STATION IS A
 ON0414'BRONZE US COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP OF
 ON0414'A SMALL BOX CULVERT ABOUT 0.5 M (1.6 FT) BELOW THE RAILROAD.  THE
 ON0414'STATION IS 36.0 M (118.1 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY
 ON0414'35, 61.0 M (200.1 FT) SOUTH OF A CONCRETE BATTERY BOX AND 2.0 M (6.6
 ON0414'FT) NORTHEAST OF THE NORTHEAST RAIL.  ---NOTE---THIS STATION IS NOT
 ON0414'SUITABLE FOR GPS OBSERVATION DUE TO THE TREES IN ALL QUADRANTS
 ON0414'EXTENDING HIGHER THAN 45 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0240 ***********************************************************************
 ON0240  DESIGNATION -  E 124
 ON0240  PID         -  ON0240
 ON0240  STATE/COUNTY-  WI/LA CROSSE
 ON0240  USGS QUAD   -  STODDARD (1983)
 ON0240
 ON0240                         *CURRENT SURVEY CONTROL
 ON0240  ___________________________________________________________________
 ON0240* NAD 83(1986)-  43 43 47.     (N)    091 11 58.     (W)     SCALED    
 ON0240* NAVD 88     -       199.611  (meters)     654.89   (feet)  ADJUSTED  
 ON0240  ___________________________________________________________________
 ON0240  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 ON0240  DYNAMIC HT  -         199.571 (meters)     654.76  (feet)  COMP
 ON0240  MODELED GRAV-     980,412.9   (mgal)                       NAVD 88
 ON0240
 ON0240  VERT ORDER  -  FIRST     CLASS I
 ON0240
 ON0240.The horizontal coordinates were scaled from a topographic map and have
 ON0240.an estimated accuracy of +/- 6 seconds.
 ON0240
 ON0240.The orthometric height was determined by differential leveling
 ON0240.and adjusted by the National Geodetic Survey in June 1991..
 ON0240
 ON0240.The geoid height was determined by GEOID03.
 ON0240
 ON0240.The dynamic height is computed by dividing the NAVD 88
 ON0240.geopotential number by the normal gravity value computed on the
 ON0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0240.degrees latitude (g = 980.6199 gals.).
 ON0240
 ON0240.The modeled gravity was interpolated from observed gravity values.
 ON0240
 ON0240;                    North         East    Units  Estimated Accuracy
 ON0240;SPC WI S     -   192,850.      503,370.      MT  (+/- 180 meters Scaled)
 ON0240
 ON0240                          SUPERSEDED SURVEY CONTROL
 ON0240
 ON0240  NGVD 29 (??/??/92)  199.623  (m)          654.93   (f) ADJ UNCH    1 1
 ON0240
 ON0240.Superseded values are not recommended for survey control.
 ON0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0240.See file dsdata.txt to determine how the superseded data were derived.
 ON0240
 ON0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ450434(NAD 83)
 ON0240_MARKER: DB = BENCH MARK DISK
 ON0240_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ON0240_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ON0240_STAMPING: E 124 1970
 ON0240_MARK LOGO: CGS   
 ON0240_PROJECTION: FLUSH
 ON0240_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ON0240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0240_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0240+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2004
 ON0240
 ON0240  HISTORY     - Date     Condition        Report By
 ON0240  HISTORY     - 1970     MONUMENTED       NGS
 ON0240  HISTORY     - 20030520 GOOD             USPSQD
 ON0240  HISTORY     - 20040410 GOOD             WIDT
 ON0240
 ON0240                          STATION DESCRIPTION
 ON0240
 ON0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0240'4 MI SE FROM LA CROSSE.
 ON0240'ABOUT 2.35 MILES SOUTHEAST ALONG U.S. HIGHWAYS 14 AND 61 AND
 ON0240'STATE HIGHWAY 35 FROM THE STATE OFFICE BUILDING AT LA CROSSE,
 ON0240'THENCE 1.6 MILES SOUTH ALONG STATE HIGHWAY 35, 143 FEET NORTH OF
 ON0240'THE CENTER LINE OF COUNTY ROAD K WHICH LEADS EAST, 57 1/2 FEET
 ON0240'EAST OF THE CENTER LINE OF THE HIGHWAY, 55.8 FEET SOUTH-SOUTHEAST
 ON0240'OF UNDERGROUND TELEPHONE CABLE BOX NUMBER 86-34B, 33 1/2 FEET
 ON0240'NORTH OF A POWER POLE WHICH IS BRACED BY 2 GUY WIRES, 9.4 FEET
 ON0240'SOUTH OF A 15-INCH ELM TREE, 1 FOOT WEST OF A FENCE, 1.0 FOOT
 ON0240'EAST OF A METAL WITNESS POST, ABOUT 9 FEET ABOVE THE LEVEL OF
 ON0240'THE HIGHWAY, AND BRAZED ON THE TOP OF A 3-INCH IRON PIPE WHICH
 ON0240'IS LEVEL WITH THE SURFACE OF THE GROUND.  SECTION 34, T 15N, R 7W.
 ON0240
 ON0240                          STATION RECOVERY (2003)
 ON0240
 ON0240'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 ON0240'RECOVERED IN GOOD CONDITION.  NOTE-- THE UTILITY POLE IS NUMBERED
 ON0240'9414GG100 WITH 2 GUY WIRES.  THE FENCE IS GONE.  IT IS IN THE
 ON0240'TREE-BUSH LINE, 1 FOOT EAST OF A METAL WHITE WITNESS POST.
 ON0240
 ON0240                          STATION RECOVERY (2004)
 ON0240
 ON0240'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 ON0240'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 ON0240'STATION FROM THE JUNCTION OF US HIGHWAYS 14 AND 61 WITH STATE HIGHWAY
 ON0240'35 ON THE SOUTH SIDE OF THE CITY OF LA CROSSE, GO SOUTH ON STATE
 ON0240'HIGHWAY 35 FOR 1.6 MI (2.57 KM) TO COUNTY HIGHWAY K AND THE STATION ON
 ON0240'THE LEFT.  THE STATION IS A BRONZE US COAST AND GEODETIC SURVEY BENCH
 ON0240'MARK DISK SET IN THE TOP OF A 7.5-CM PIPE ABOUT 2 M (6.6 FT) ABOVE THE
 ON0240'HIGHWAY PAVEMENT.  THE STATION IS 23.2 M (76.1 FT) NORTH-NORTHEAST OF
 ON0240'A CORRUGATED METAL CULVERT PIPE, 9.8 M (32.2 FT) NORTH-NORTHWEST OF
 ON0240'POWER POLE --9414 GG 100--, AND 0.3 M (1.0 FT) EAST OF A STEEL WITNESS
 ON0240'POST.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE
 ON0240'TO TREES IN ALL QUADRANTS EXTENDING TO 45 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0409 ***********************************************************************
 PO0409  DESIGNATION -  E 125
 PO0409  PID         -  PO0409
 PO0409  STATE/COUNTY-  WI/BUFFALO
 PO0409  USGS QUAD   -  FOUNTAIN CITY (1972)
 PO0409
 PO0409                         *CURRENT SURVEY CONTROL
 PO0409  ___________________________________________________________________
 PO0409* NAD 83(1986)-  44 09 17.     (N)    091 44 56.     (W)     SCALED    
 PO0409* NAVD 88     -       203.017  (meters)     666.06   (feet)  ADJUSTED  
 PO0409  ___________________________________________________________________
 PO0409  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 PO0409  DYNAMIC HT  -         202.990 (meters)     665.98  (feet)  COMP
 PO0409  MODELED GRAV-     980,482.6   (mgal)                       NAVD 88
 PO0409
 PO0409  VERT ORDER  -  FIRST     CLASS I
 PO0409
 PO0409.The horizontal coordinates were scaled from a topographic map and have
 PO0409.an estimated accuracy of +/- 6 seconds.
 PO0409
 PO0409.The orthometric height was determined by differential leveling
 PO0409.and adjusted by the National Geodetic Survey in June 1991..
 PO0409
 PO0409.The geoid height was determined by GEOID03.
 PO0409
 PO0409.The dynamic height is computed by dividing the NAVD 88
 PO0409.geopotential number by the normal gravity value computed on the
 PO0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0409.degrees latitude (g = 980.6199 gals.).
 PO0409
 PO0409.The modeled gravity was interpolated from observed gravity values.
 PO0409
 PO0409;                    North         East    Units  Estimated Accuracy
 PO0409;SPC WI C     -    37,220.      460,100.      MT  (+/- 180 meters Scaled)
 PO0409
 PO0409                          SUPERSEDED SURVEY CONTROL
 PO0409
 PO0409  NGVD 29 (??/??/92)  203.036  (m)          666.13   (f) ADJ UNCH    1 1
 PO0409
 PO0409.Superseded values are not recommended for survey control.
 PO0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0409.See file dsdata.txt to determine how the superseded data were derived.
 PO0409
 PO0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ000898(NAD 83)
 PO0409_MARKER: DB = BENCH MARK DISK
 PO0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0409_STAMPING: E 125 1970
 PO0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0409+STABILITY: SURFACE MOTION
 PO0409
 PO0409  HISTORY     - Date     Condition        Report By
 PO0409  HISTORY     - 1970     MONUMENTED       NGS
 PO0409
 PO0409                          STATION DESCRIPTION
 PO0409
 PO0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PO0409'2.3 MI NW FROM FOUNTAIN CITY.
 PO0409'ABOUT 2.3 MILES NORTHWEST ALONG STATE HIGHWAY 35 FROM THE POST
 PO0409'OFFICE AT FOUNTAIN CITY, 56 FEET SOUTHWEST OF THE CENTER LINE OF
 PO0409'THE HIGHWAY, 76 FEET NORTH OF THE CENTER OF A CROSSING OF THE
 PO0409'NORTHEAST TRACK OF THE BURLINGTON NORTHERN RAILROAD AND A PAVED
 PO0409'ROAD, 47 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST
 PO0409'TRACK, 61 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE PAVED
 PO0409'ROAD, 5.6 FEET SOUTHEAST OF POWER POLE NUMBER 368 WHICH IS BRACED
 PO0409'BY A GUY WIRE, 1.4 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT
 PO0409'2 FEET BELOW THE LEVEL OF THE TRACK, ABOUT 3 FEET BELOW THE LEVEL
 PO0409'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH
 PO0409'PROJECTS 4 INCHES.  SECTION 6, T 19N, R 11W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP0441 ***********************************************************************
 PP0441  DESIGNATION -  E 126
 PP0441  PID         -  PP0441
 PP0441  STATE/COUNTY-  WI/PIERCE
 PP0441  USGS QUAD   -  DIAMOND BLUFF EAST (1974)
 PP0441
 PP0441                         *CURRENT SURVEY CONTROL
 PP0441  ___________________________________________________________________
 PP0441* NAD 83(1986)-  44 37 31.     (N)    092 34 45.     (W)     SCALED    
 PP0441* NAVD 88     -       220.442  (meters)     723.23   (feet)  ADJUSTED  
 PP0441  ___________________________________________________________________
 PP0441  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 PP0441  DYNAMIC HT  -         220.410 (meters)     723.13  (feet)  COMP
 PP0441  MODELED GRAV-     980,468.0   (mgal)                       NAVD 88
 PP0441
 PP0441  VERT ORDER  -  FIRST     CLASS I
 PP0441
 PP0441.The horizontal coordinates were scaled from a topographic map and have
 PP0441.an estimated accuracy of +/- 6 seconds.
 PP0441
 PP0441.The orthometric height was determined by differential leveling
 PP0441.and adjusted by the National Geodetic Survey in June 1991..
 PP0441
 PP0441.The geoid height was determined by GEOID03.
 PP0441
 PP0441.The dynamic height is computed by dividing the NAVD 88
 PP0441.geopotential number by the normal gravity value computed on the
 PP0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0441.degrees latitude (g = 980.6199 gals.).
 PP0441
 PP0441.The modeled gravity was interpolated from observed gravity values.
 PP0441
 PP0441;                    North         East    Units  Estimated Accuracy
 PP0441;SPC WI C     -    91,250.      395,360.      MT  (+/- 180 meters Scaled)
 PP0441
 PP0441                          SUPERSEDED SURVEY CONTROL
 PP0441
 PP0441  NGVD 29 (??/??/92)  220.403  (m)          723.11   (f) ADJ UNCH    1 1
 PP0441
 PP0441.Superseded values are not recommended for survey control.
 PP0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0441.See file dsdata.txt to determine how the superseded data were derived.
 PP0441
 PP0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK333414(NAD 83)
 PP0441_MARKER: DB = BENCH MARK DISK
 PP0441_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0441_SP_SET: ABUTMENT
 PP0441_STAMPING: E 126 1970
 PP0441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0441+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2003
 PP0441
 PP0441  HISTORY     - Date     Condition        Report By
 PP0441  HISTORY     - 1970     MONUMENTED       NGS
 PP0441  HISTORY     - 20030920 GOOD             USPSQD
 PP0441
 PP0441                          STATION DESCRIPTION
 PP0441
 PP0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PP0441'2.9 MI NW FROM HAGER CITY.
 PP0441'ABOUT 0.35 MILE NORTH ALONG COUNTY ROAD VV FROM THE POST OFFICE AT
 PP0441'HAGER CITY, THENCE 2.55 MILES NORTHWEST ALONG COUNTY ROAD E, 15.4 FEET
 PP0441'SOUTHWEST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF THE
 PP0441'SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT OF A ROAD BRIDGE OVER
 PP0441'THE TRIMBELLE RIVER, 63 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 PP0441'NORTHEAST TRACK OF THE BURLINGTON NORTHERN RAILROAD, AND ABOUT 1 FOOT
 PP0441'ABOVE THE LEVEL OF THE ROAD.  SECTION 29, T 25N, R 18W.
 PP0441
 PP0441                          STATION RECOVERY (2003)
 PP0441
 PP0441'RECOVERY NOTE BY US POWER SQUADRON 2003 (DP)
 PP0441'SATELLITE OK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP0432 ***********************************************************************
 PP0432  DESIGNATION -  E 127
 PP0432  PID         -  PP0432
 PP0432  STATE/COUNTY-  WI/PIERCE
 PP0432  USGS QUAD   -  BAY CITY (1994)
 PP0432
 PP0432                         *CURRENT SURVEY CONTROL
 PP0432  ___________________________________________________________________
 PP0432* NAD 83(1986)-  44 35 31.     (N)    092 29 40.     (W)     SCALED    
 PP0432* NAVD 88     -       237.087  (meters)     777.84   (feet)  ADJUSTED  
 PP0432  ___________________________________________________________________
 PP0432  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 PP0432  DYNAMIC HT  -         237.054 (meters)     777.73  (feet)  COMP
 PP0432  MODELED GRAV-     980,472.6   (mgal)                       NAVD 88
 PP0432
 PP0432  VERT ORDER  -  FIRST     CLASS I
 PP0432
 PP0432.This mark is at Red Wing Airport (RGK)
 PP0432
 PP0432.The horizontal coordinates were scaled from a topographic map and have
 PP0432.an estimated accuracy of +/- 6 seconds.
 PP0432
 PP0432.The orthometric height was determined by differential leveling
 PP0432.and adjusted by the National Geodetic Survey in June 1991..
 PP0432
 PP0432.The geoid height was determined by GEOID03.
 PP0432
 PP0432.The dynamic height is computed by dividing the NAVD 88
 PP0432.geopotential number by the normal gravity value computed on the
 PP0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0432.degrees latitude (g = 980.6199 gals.).
 PP0432
 PP0432.The modeled gravity was interpolated from observed gravity values.
 PP0432
 PP0432;                    North         East    Units  Estimated Accuracy
 PP0432;SPC WI C     -    87,340.      401,970.      MT  (+/- 180 meters Scaled)
 PP0432
 PP0432                          SUPERSEDED SURVEY CONTROL
 PP0432
 PP0432  NGVD 29 (??/??/92)  237.050  (m)          777.72   (f) ADJ UNCH    1 1
 PP0432
 PP0432.Superseded values are not recommended for survey control.
 PP0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0432.See file dsdata.txt to determine how the superseded data were derived.
 PP0432
 PP0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK401377(NAD 83)
 PP0432_MARKER: DB = BENCH MARK DISK
 PP0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0432_STAMPING: E 127 1970
 PP0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0432+STABILITY: SURFACE MOTION
 PP0432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0432+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2003
 PP0432
 PP0432  HISTORY     - Date     Condition        Report By
 PP0432  HISTORY     - 1970     MONUMENTED       NGS
 PP0432  HISTORY     - 20030920 GOOD             USPSQD
 PP0432
 PP0432                          STATION DESCRIPTION
 PP0432
 PP0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PP0432'2.75 MI SE FROM HAGER CITY.
 PP0432'ABOUT 0.4 MILE SOUTH ALONG COUNTY ROADS VV AND K FROM THE POST OFFICE
 PP0432'AT HAGER CITY, THENCE 1.1 MILES EAST ALONG A PAVED ROAD, THENCE 1.1
 PP0432'MILES EAST ALONG STATE HIGHWAY 35, THENCE 0.15 MILE SOUTH ALONG A
 PP0432'PAVED ROAD TO THE RED WING AIRPORT, 87 FEET SOUTHWEST OF THE CENTER OF
 PP0432'A JUNCTION OF THE ROADS AT A HANGAR, 36 1/2 FEET WEST OF THE NORTHWEST
 PP0432'CORNER OF THE MOST WESTERLY OF 3 METAL HANGARS, 43 FEET NORTH OF A
 PP0432'10-INCH CASING WITH A PUMP ON TOP,9 FEET WEST OF A POWER POLE WHICH
 PP0432'BEARS A ROTATING BEACON LIGHT, 2.6 FEET NORTH OF THE BASE OF A BRACE
 PP0432'WIRE, 1.2 FEET SOUTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 PP0432'CONCRETE POST WHICH PROJECTS 2 INCHES.  SECTION 6, T 24N, R 17W.
 PP0432
 PP0432                          STATION RECOVERY (2003)
 PP0432
 PP0432'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEH)
 PP0432'LAT LO AS MEASURED 44 35 31.2 N  092 29 40.0 W
 PP0432' 
 PP0432'REVISE DESCRIPTION AS FOLLOWS (REMOVE REFERENCE TO POWER POLE WHICH
 PP0432'BEARS A ROTATING BEACON)  THE BEACON HAS BEEN RELOCATED.
 PP0432' 
 PP0432'ADD A TIE-IN THAT THE MARK IS (30 FEET WEST OF A SECURITY GATE)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0356 ***********************************************************************
 QL0356  DESIGNATION -  E 128
 QL0356  PID         -  QL0356
 QL0356  STATE/COUNTY-  WI/MARINETTE
 QL0356  USGS QUAD   -  MARINETTE WEST (1975)
 QL0356
 QL0356                         *CURRENT SURVEY CONTROL
 QL0356  ___________________________________________________________________
 QL0356* NAD 83(1986)-  45 04 27.     (N)    087 40 30.     (W)     SCALED    
 QL0356* NAVD 88     -       186.656  (meters)     612.39   (feet)  ADJUSTED  
 QL0356  ___________________________________________________________________
 QL0356  GEOID HEIGHT-         -36.84  (meters)                     GEOID03
 QL0356  DYNAMIC HT  -         186.639 (meters)     612.33  (feet)  COMP
 QL0356  MODELED GRAV-     980,519.6   (mgal)                       NAVD 88
 QL0356
 QL0356  VERT ORDER  -  FIRST     CLASS 0
 QL0356
 QL0356.The horizontal coordinates were scaled from a topographic map and have
 QL0356.an estimated accuracy of +/- 6 seconds.
 QL0356
 QL0356.The orthometric height was determined by differential leveling
 QL0356.and adjusted by the National Geodetic Survey in June 1991..
 QL0356
 QL0356.The geoid height was determined by GEOID03.
 QL0356
 QL0356.The dynamic height is computed by dividing the NAVD 88
 QL0356.geopotential number by the normal gravity value computed on the
 QL0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0356.degrees latitude (g = 980.6199 gals.).
 QL0356
 QL0356.The modeled gravity was interpolated from observed gravity values.
 QL0356
 QL0356;                    North         East    Units  Estimated Accuracy
 QL0356;SPC WI C     -   140,500.      783,050.      MT  (+/- 180 meters Scaled)
 QL0356
 QL0356                          SUPERSEDED SURVEY CONTROL
 QL0356
 QL0356.No superseded survey control is available for this station.
 QL0356
 QL0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ468914(NAD 83)
 QL0356_MARKER: DB = BENCH MARK DISK
 QL0356_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QL0356_SP_SET: CULVERT
 QL0356_STAMPING: E 128 1972
 QL0356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QL0356
 QL0356  HISTORY     - Date     Condition        Report By
 QL0356  HISTORY     - 1972     MONUMENTED       NGS
 QL0356  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 QL0356
 QL0356                          STATION DESCRIPTION
 QL0356
 QL0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0356'2.8 MI SW FROM MARINETTE.
 QL0356'ABOUT 2.75 MILES SOUTHWEST ALONG U.S. HIGHWAY 41 FROM THE
 QL0356'COURTHOUSE AT MARINETTE, ABOUT 20 YARDS NORTHWEST OF THE CHICAGO
 QL0356'AND NORTH WESTERN RAILWAY COMPANY CULVERT NO. 83, SET IN THE TOP
 QL0356'OF THE SOUTHWEST END OF THE SOUTHEAST HEADWALL FOR A 10 FOOT
 QL0356'BOX CULVERT UNDER THE HIGHWAY, 26 FEET SOUTHEAST OF THE CENTER
 QL0356'LINE OF THE HIGHWAY AND 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 QL0356'SECTION 14, T 30 N, R 23 E.
 QL0356
 QL0356                          STATION RECOVERY (1990)
 QL0356
 QL0356'RECOVERY NOTE BY US POWER SQUADRON 1990 (RPT)
 QL0356'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0220 ***********************************************************************
 PM0220  DESIGNATION -  E 129
 PM0220  PID         -  PM0220
 PM0220  STATE/COUNTY-  WI/OCONTO
 PM0220  USGS QUAD   -  PENSAUKEE (1974)
 PM0220
 PM0220                         *CURRENT SURVEY CONTROL
 PM0220  ___________________________________________________________________
 PM0220* NAD 83(1986)-  44 51 49.     (N)    087 53 32.     (W)     SCALED    
 PM0220* NAVD 88     -       181.433  (meters)     595.25   (feet)  ADJUSTED  
 PM0220  ___________________________________________________________________
 PM0220  GEOID HEIGHT-         -36.46  (meters)                     GEOID03
 PM0220  DYNAMIC HT  -         181.416 (meters)     595.20  (feet)  COMP
 PM0220  MODELED GRAV-     980,518.6   (mgal)                       NAVD 88
 PM0220
 PM0220  VERT ORDER  -  FIRST     CLASS 0
 PM0220
 PM0220.The horizontal coordinates were scaled from a topographic map and have
 PM0220.an estimated accuracy of +/- 6 seconds.
 PM0220
 PM0220.The orthometric height was determined by differential leveling
 PM0220.and adjusted by the National Geodetic Survey in June 1991..
 PM0220
 PM0220.The geoid height was determined by GEOID03.
 PM0220
 PM0220.The dynamic height is computed by dividing the NAVD 88
 PM0220.geopotential number by the normal gravity value computed on the
 PM0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0220.degrees latitude (g = 980.6199 gals.).
 PM0220
 PM0220.The modeled gravity was interpolated from observed gravity values.
 PM0220
 PM0220;                    North         East    Units  Estimated Accuracy
 PM0220;SPC WI C     -   116,650.      766,560.      MT  (+/- 180 meters Scaled)
 PM0220
 PM0220                          SUPERSEDED SURVEY CONTROL
 PM0220
 PM0220.No superseded survey control is available for this station.
 PM0220
 PM0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ295681(NAD 83)
 PM0220_MARKER: DB = BENCH MARK DISK
 PM0220_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PM0220_SP_SET: CULVERT
 PM0220_STAMPING: E 129 1972
 PM0220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PM0220
 PM0220  HISTORY     - Date     Condition        Report By
 PM0220  HISTORY     - 1972     MONUMENTED       NGS
 PM0220  HISTORY     - 20011107 GOOD             USPSQD
 PM0220  HISTORY     - 20041119 GOOD             USPSQD
 PM0220  HISTORY     - 20060409 GOOD             USPSQD
 PM0220
 PM0220                          STATION DESCRIPTION
 PM0220
 PM0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0220'2.0 MI S FROM OCONTO.
 PM0220'ABOUT 2.0 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PM0220'THE STATION AT OCONTO, 4 RAILS NORTH OF THE CENTER OF THE CROSSING OF
 PM0220'FROG POND ROAD, SET ON THE TOP OF THE SECOND STEP DOWN TO THE
 PM0220'SOUTHEAST WING WALL FOR A 7 FOOT STONE BOX CULVERT WITH CONCRETE
 PM0220'HEADWALL UNDER THE TRACK, 12 FEET EAST OF THE EAST RAIL, 1 FOOT WEST
 PM0220'OF THE EAST CORNER OF THE STEP AND 2 FEET BELOW THE LEVEL OF THE
 PM0220'TRACK.  SECTION 25, T 28N, R 21E.
 PM0220
 PM0220                          STATION RECOVERY (2001)
 PM0220
 PM0220'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 PM0220'RECOVERED IN GOOD CONDITION.
 PM0220
 PM0220                          STATION RECOVERY (2004)
 PM0220
 PM0220'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 PM0220'RECOVERED IN GOOD CONDITION.
 PM0220
 PM0220                          STATION RECOVERY (2006)
 PM0220
 PM0220'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 PM0220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0101 ***********************************************************************
 PN0101  DESIGNATION -  E 130
 PN0101  PID         -  PN0101
 PN0101  STATE/COUNTY-  WI/BROWN
 PN0101  USGS QUAD   -  GREEN BAY WEST (1992)
 PN0101
 PN0101                         *CURRENT SURVEY CONTROL
 PN0101  ___________________________________________________________________
 PN0101* NAD 83(1986)-  44 35 28.     (N)    088 02 52.     (W)     SCALED    
 PN0101* NAVD 88     -       181.956  (meters)     596.97   (feet)  ADJUSTED  
 PN0101  ___________________________________________________________________
 PN0101  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 PN0101  DYNAMIC HT  -         181.935 (meters)     596.90  (feet)  COMP
 PN0101  MODELED GRAV-     980,498.3   (mgal)                       NAVD 88
 PN0101
 PN0101  VERT ORDER  -  FIRST     CLASS 0
 PN0101
 PN0101.The horizontal coordinates were scaled from a topographic map and have
 PN0101.an estimated accuracy of +/- 6 seconds.
 PN0101
 PN0101.The orthometric height was determined by differential leveling
 PN0101.and adjusted by the National Geodetic Survey in June 1991..
 PN0101
 PN0101.The geoid height was determined by GEOID03.
 PN0101
 PN0101.The dynamic height is computed by dividing the NAVD 88
 PN0101.geopotential number by the normal gravity value computed on the
 PN0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0101.degrees latitude (g = 980.6199 gals.).
 PN0101
 PN0101.The modeled gravity was interpolated from observed gravity values.
 PN0101
 PN0101;                    North         East    Units  Estimated Accuracy
 PN0101;SPC WI C     -    86,070.      755,000.      MT  (+/- 180 meters Scaled)
 PN0101
 PN0101                          SUPERSEDED SURVEY CONTROL
 PN0101
 PN0101.No superseded survey control is available for this station.
 PN0101
 PN0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ168380(NAD 83)
 PN0101_MARKER: DV = VERTICAL CONTROL DISK
 PN0101_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PN0101_SP_SET: OVERPASS PIER
 PN0101_STAMPING: E 130 1972
 PN0101_MARK LOGO: NGS   
 PN0101_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0101_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0101+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2005
 PN0101
 PN0101  HISTORY     - Date     Condition        Report By
 PN0101  HISTORY     - 1972     MONUMENTED       NGS
 PN0101  HISTORY     - 19940503 GOOD             WI-009
 PN0101  HISTORY     - 20010331 GOOD             NGS
 PN0101  HISTORY     - 20021115 GOOD             USPSQD
 PN0101  HISTORY     - 20040721 GOOD             USPSQD
 PN0101  HISTORY     - 20050815 GOOD             WIDT
 PN0101
 PN0101                          STATION DESCRIPTION
 PN0101
 PN0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PN0101'3.1 MI S FROM SUAMICO.
 PN0101'ABOUT 3.1 MILES SOUTH ALONG U.S. HIGHWAYS 41 AND 141 FROM THE
 PN0101'HIGHWAY OVERPASS OVER SUNSET BEACH ROAD, SET VERTICALLY IN THE
 PN0101'WEST FACE OF THE SOUTH LEG OF THE CENTER PIER UNDER THE LINE
 PN0101'VILLE ROAD, DIRECTLY BETWEEN THE TWO LANES OF THE HIGHWAY, 40
 PN0101'FEET EAST OF THE CENTER LINE OF THE SOUTHBOUND LANE OF THE
 PN0101'HIGHWAY, 2 1/2 FEET ABOVE THE LEVEL OF THE GROUND AND 1 1/2
 PN0101'FEET ABOVE THE LEVEL OF THE HIGHWAY.  SECTION 2, T 24 N, R 20 E.
 PN0101
 PN0101                          STATION RECOVERY (1994)
 PN0101
 PN0101'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0101'RECOVERED AS DESCRIBED.
 PN0101
 PN0101                          STATION RECOVERY (2001)
 PN0101
 PN0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PN0101'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PN0101
 PN0101                          STATION RECOVERY (2002)
 PN0101
 PN0101'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0101'RECOVERED IN GOOD CONDITION.
 PN0101
 PN0101                          STATION RECOVERY (2004)
 PN0101
 PN0101'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWS)
 PN0101'RECOVERED IN GOOD CONDITION.
 PN0101
 PN0101                          STATION RECOVERY (2005)
 PN0101
 PN0101'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0101'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0072 ***********************************************************************
 PM0072  DESIGNATION -  E 131
 PM0072  PID         -  PM0072
 PM0072  STATE/COUNTY-  WI/BROWN
 PM0072  USGS QUAD   -  BELLEVUE (1992)
 PM0072
 PM0072                         *CURRENT SURVEY CONTROL
 PM0072  ___________________________________________________________________
 PM0072* NAD 83(1986)-  44 28 06.     (N)    087 57 37.     (W)     SCALED    
 PM0072* NAVD 88     -       200.613  (meters)     658.18   (feet)  ADJUSTED  
 PM0072  ___________________________________________________________________
 PM0072  GEOID HEIGHT-         -36.16  (meters)                     GEOID03
 PM0072  DYNAMIC HT  -         200.587 (meters)     658.09  (feet)  COMP
 PM0072  MODELED GRAV-     980,484.9   (mgal)                       NAVD 88
 PM0072
 PM0072  VERT ORDER  -  FIRST     CLASS 0
 PM0072
 PM0072.The horizontal coordinates were scaled from a topographic map and have
 PM0072.an estimated accuracy of +/- 6 seconds.
 PM0072
 PM0072.The orthometric height was determined by differential leveling
 PM0072.and adjusted by the National Geodetic Survey in June 1991..
 PM0072
 PM0072.The geoid height was determined by GEOID03.
 PM0072
 PM0072.The dynamic height is computed by dividing the NAVD 88
 PM0072.geopotential number by the normal gravity value computed on the
 PM0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0072.degrees latitude (g = 980.6199 gals.).
 PM0072
 PM0072.The modeled gravity was interpolated from observed gravity values.
 PM0072
 PM0072;                    North         East    Units  Estimated Accuracy
 PM0072;SPC WI C     -    72,600.      762,280.      MT  (+/- 180 meters Scaled)
 PM0072
 PM0072                          SUPERSEDED SURVEY CONTROL
 PM0072
 PM0072  NGVD 29 (??/??/92)  200.63   (m)          658.2    (f) COMPUTED    1 0
 PM0072
 PM0072.Superseded values are not recommended for survey control.
 PM0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0072.See file dsdata.txt to determine how the superseded data were derived.
 PM0072
 PM0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ236243(NAD 83)
 PM0072_MARKER: DV = VERTICAL CONTROL DISK
 PM0072_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PM0072_SP_SET: 10 1/2 FEET
 PM0072_STAMPING: E 131 1972
 PM0072_MARK LOGO: NGS   
 PM0072_MAGNETIC: I = MARKER IS A STEEL ROD
 PM0072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0072_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0072+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2005
 PM0072
 PM0072  HISTORY     - Date     Condition        Report By
 PM0072  HISTORY     - 1972     MONUMENTED       NGS
 PM0072  HISTORY     - 19940510 GOOD             WI-009
 PM0072  HISTORY     - 20010331 GOOD             NGS
 PM0072  HISTORY     - 20021111 GOOD             USPSQD
 PM0072  HISTORY     - 20040308 GOOD             USPSQD
 PM0072  HISTORY     - 20040710 GOOD             USPSQD
 PM0072  HISTORY     - 20050710 GOOD             USPSQD
 PM0072  HISTORY     - 20050808 GOOD             WIDT
 PM0072
 PM0072                          STATION DESCRIPTION
 PM0072
 PM0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0072'2.6 MI NW FROM BELLEVUE.
 PM0072'ABOUT 2.6 MILES NORTHWEST ALONG U.S. HIGHWAY 141 FROM THE JUNCTION
 PM0072'OF STATE HIGHWAY 29 AT BELLEVUE, 137 FEET NORTHEAST OF THE CENTER
 PM0072'LINE OF THE HIGHWAY, 46 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 PM0072'CHICAGO AND NORTH WESTERN RAILWAY, 24 1/2 FEET EAST OF A LARGE 40
 PM0072'INCH OAK TREE LOCATED IN A ROAD SIDE PARK, 1 FOOT NORTHEAST OF AN
 PM0072'OLD FENCE LINE, ABOUT 8 FEET ABOVE THE LEVEL OF THE HIGHWAY, 0.6
 PM0072'FOOT NORTHEAST OF A METAL WITNESS POST, 4 FEET BELOW THE LEVEL OF
 PM0072'THE TRACK, AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD
 PM0072'THAT IS ENCASED IN A 4 INCH METAL PIPE.  THE DISK PROJECTS 2 INCHES
 PM0072'ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT
 PM0072'A DEPTH OF 10 1/2 FEET.  SECTION 16, T 23N, R 21E
 PM0072
 PM0072                          STATION RECOVERY (1994)
 PM0072
 PM0072'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PM0072'RECOVERED AS DESCRIBED.  FOUND SOUTHLY SIDE OF CAP IS BENT .  300 FEET
 PM0072'(91.4 M) BY PACE FROM THE DRIVEWAY CENTER LINE TO HOUSE NUMBER 2406
 PM0072'MAIN ST.  DIRECTLY ACROSS THE ROAD FROM POWER POLE NO.  174BB45. ADDED
 PM0072'A WHITE SIGN POST 0.5 FEET (15.2 CM) TO THE SW OF THE MARK.
 PM0072
 PM0072                          STATION RECOVERY (2001)
 PM0072
 PM0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0072'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0072
 PM0072                          STATION RECOVERY (2002)
 PM0072
 PM0072'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0072'STATION WAS RECOVERED THE IN SAME CONDITION AS NOTED IN 1994.  STATION
 PM0072'IS ACROSS THE HIGHWAY (NORTHEAST)FROM THE NORTH END OF A LARGE 'FARM
 PM0072'AND FLEET' BUILDING AND EAST OF A 'STOP LIGHT AHEAD' SIGN.  IT IS
 PM0072'LOCATED BETWEEN THE RAILROAD TRACKS AND A GROVE OF BUSHES.  THERE IS
 PM0072'NO LONGER A ROADSIDE PARK AT THE SITE.
 PM0072
 PM0072                          STATION RECOVERY (2004)
 PM0072
 PM0072'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0072'RECOVERED IN GOOD CONDITION.
 PM0072
 PM0072                          STATION RECOVERY (2004)
 PM0072
 PM0072'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWS)
 PM0072'LOCATION IS NOW ACROSS FROM FLEET FARM STORE. HOUSE AT 2406 NO LONGER
 PM0072'EXISTS. POLE 174BB45 STILL EXISTS AT EAST END OF STORE NEXT TO FLEET
 PM0072'FARM SIGN. MARK IS SLIGHLY BENT AND WITNESSED BY TWO POSTS. MARK ABOUT
 PM0072'30 FT OFF HWY IN WEEDS.
 PM0072
 PM0072                          STATION RECOVERY (2005)
 PM0072
 PM0072'RECOVERY NOTE BY US POWER SQUADRON 2005 (RWS)
 PM0072'RECOVERED IN GOOD CONDITION.
 PM0072
 PM0072                          STATION RECOVERY (2005)
 PM0072
 PM0072'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0072'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0152 ***********************************************************************
 PM0152  DESIGNATION -  E 132
 PM0152  PID         -  PM0152
 PM0152  STATE/COUNTY-  WI/MANITOWOC
 PM0152  USGS QUAD   -  MANITOWOC (1973)
 PM0152
 PM0152                         *CURRENT SURVEY CONTROL
 PM0152  ___________________________________________________________________
 PM0152* NAD 83(1986)-  44 00 50.     (N)    087 42 49.     (W)     SCALED    
 PM0152* NAVD 88     -       199.346  (meters)     654.02   (feet)  ADJUSTED  
 PM0152  ___________________________________________________________________
 PM0152  GEOID HEIGHT-         -36.06  (meters)                     GEOID03
 PM0152  DYNAMIC HT  -         199.311 (meters)     653.91  (feet)  COMP
 PM0152  MODELED GRAV-     980,439.2   (mgal)                       NAVD 88
 PM0152
 PM0152  VERT ORDER  -  FIRST     CLASS 0
 PM0152
 PM0152.The horizontal coordinates were scaled from a topographic map and have
 PM0152.an estimated accuracy of +/- 6 seconds.
 PM0152
 PM0152.The orthometric height was determined by differential leveling
 PM0152.and adjusted by the National Geodetic Survey in June 1991..
 PM0152
 PM0152.The geoid height was determined by GEOID03.
 PM0152
 PM0152.The dynamic height is computed by dividing the NAVD 88
 PM0152.geopotential number by the normal gravity value computed on the
 PM0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0152.degrees latitude (g = 980.6199 gals.).
 PM0152
 PM0152.The modeled gravity was interpolated from observed gravity values.
 PM0152
 PM0152;                    North         East    Units  Estimated Accuracy
 PM0152;SPC WI S     -   226,240.      783,320.      MT  (+/- 180 meters Scaled)
 PM0152
 PM0152                          SUPERSEDED SURVEY CONTROL
 PM0152
 PM0152  NGVD 29 (??/??/92)  199.35   (m)          654.0    (f) COMPUTED    1 0
 PM0152
 PM0152.Superseded values are not recommended for survey control.
 PM0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0152.See file dsdata.txt to determine how the superseded data were derived.
 PM0152
 PM0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP428736(NAD 83)
 PM0152_MARKER: DB = BENCH MARK DISK
 PM0152_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 PM0152+WITH SETTING: INTO GROUND
 PM0152_STAMPING: E 132 1972
 PM0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0152+STABILITY: SURFACE MOTION
 PM0152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0152+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2006
 PM0152
 PM0152  HISTORY     - Date     Condition        Report By
 PM0152  HISTORY     - 1972     MONUMENTED       NGS
 PM0152  HISTORY     - 20021119 GOOD             USPSQD
 PM0152  HISTORY     - 20040305 GOOD             USPSQD
 PM0152  HISTORY     - 20060416 GOOD             USPSQD
 PM0152
 PM0152                          STATION DESCRIPTION
 PM0152
 PM0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0152'1.6 MI NE FROM NEWTON.
 PM0152'ABOUT 1.55 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 PM0152'RAILWAY FROM THE CROSSING OF COUNTY ROAD U AT NEWTON, 3 POLES
 PM0152'SOUTHWEST OF MILEPOST 71, 0.45 MILE NORTHEAST OF THE CROSSING
 PM0152'OF COUNTY ROAD C, 99 FEET SOUTHEAST OF THE CENTER LINE OF U.S.
 PM0152'HIGHWAY 141, 37 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL, IN LINE
 PM0152'WITH A ROW OF TREES, 10 FEET NORTHEAST OF 3 SMALL APPLE TREES, 3
 PM0152'FEET BELOW THE LEVEL OF THE TRACK, 1 FOOT SOUTHEAST OF A METAL
 PM0152'WITNESS POST, 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY AND IS A
 PM0152'DISK ON THE TOP OF A 5 1/2 FOOT LONG COPPER COATED ROD THAT
 PM0152'IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS LEVEL WITH THE
 PM0152'GROUND AND ENCASED IN A 6 INCH METAL PIPE THAT PROJECTS 3 INCHES
 PM0152'ABOVE THE LEVEL OF THE GROUND.  SECTION 23, T 18 N, R 23 E.
 PM0152
 PM0152                          STATION RECOVERY (2002)
 PM0152
 PM0152'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0152'RECOVERED IN GOOD CONDITION.  U.S. HIGHWAY 141 IS NOW COUNTY ROAD CR.
 PM0152'THE STATION IS ACROSS CTH CR AND ABOUT 0.1 MILE SOUTH OF HOUSE NO.
 PM0152'6936, 36 FEET SOUTH OF A 6.5 FOOT ORANGE OVER WHITE FIBER OPTIC POST,
 PM0152'AND 1 FOOT SOUTHEAST OF A WITNESS POST.
 PM0152
 PM0152                          STATION RECOVERY (2004)
 PM0152
 PM0152'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0152'RECOVERED IN GOOD CONDITION.
 PM0152
 PM0152                          STATION RECOVERY (2006)
 PM0152
 PM0152'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRB)
 PM0152'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 0.35 MILE (NOT
 PM0152'0.45 MILE) NORTH ON COUNTY HIGHWAY C.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0187 ***********************************************************************
 OL0187  DESIGNATION -  E 133
 OL0187  PID         -  OL0187
 OL0187  STATE/COUNTY-  WI/SHEBOYGAN
 OL0187  USGS QUAD   -  SHEBOYGAN FALLS (1994)
 OL0187
 OL0187                         *CURRENT SURVEY CONTROL
 OL0187  ___________________________________________________________________
 OL0187* NAD 83(1986)-  43 39 07.     (N)    087 46 05.     (W)     SCALED    
 OL0187* NAVD 88     -       215.180  (meters)     705.97   (feet)  ADJUSTED  
 OL0187  ___________________________________________________________________
 OL0187  GEOID HEIGHT-         -35.57  (meters)                     GEOID03
 OL0187  DYNAMIC HT  -         215.138 (meters)     705.83  (feet)  COMP
 OL0187  MODELED GRAV-     980,419.0   (mgal)                       NAVD 88
 OL0187
 OL0187  VERT ORDER  -  FIRST     CLASS 0
 OL0187
 OL0187.The horizontal coordinates were scaled from a topographic map and have
 OL0187.an estimated accuracy of +/- 6 seconds.
 OL0187
 OL0187.The orthometric height was determined by differential leveling
 OL0187.and adjusted by the National Geodetic Survey in June 1991..
 OL0187
 OL0187.The geoid height was determined by GEOID03.
 OL0187
 OL0187.The dynamic height is computed by dividing the NAVD 88
 OL0187.geopotential number by the normal gravity value computed on the
 OL0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0187.degrees latitude (g = 980.6199 gals.).
 OL0187
 OL0187.The modeled gravity was interpolated from observed gravity values.
 OL0187
 OL0187;                    North         East    Units  Estimated Accuracy
 OL0187;SPC WI S     -   185,930.      780,030.      MT  (+/- 180 meters Scaled)
 OL0187
 OL0187                          SUPERSEDED SURVEY CONTROL
 OL0187
 OL0187.No superseded survey control is available for this station.
 OL0187
 OL0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP380335(NAD 83)
 OL0187_MARKER: DB = BENCH MARK DISK
 OL0187_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 OL0187+WITH SETTING: INTO GROUND
 OL0187_STAMPING: E 133 1972
 OL0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0187+STABILITY: SURFACE MOTION
 OL0187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0187+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2006
 OL0187
 OL0187  HISTORY     - Date     Condition        Report By
 OL0187  HISTORY     - 1972     MONUMENTED       NGS
 OL0187  HISTORY     - 20060428 GOOD             USPSQD
 OL0187
 OL0187                          STATION DESCRIPTION
 OL0187
 OL0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0187'7.8 MI SW FROM SHEBOYGAN.
 OL0187'ABOUT 2.55 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 OL0187'RAILWAY FROM THE STATION AT SHEBOYGAN, THENCE 0.75 MILE WEST
 OL0187'ALONG COUNTY ROAD PP, THENCE 4.5 MILES SOUTHWEST ALONG U.S.
 OL0187'HIGHWAY 141, 62 1/2 FEET EAST OF THE CENTER LINE OF THE EAST
 OL0187'LANE OF THE HIGHWAY, 224 FEET SOUTH OF THE EXTENDED CENTER LINE
 OL0187'OF A GRAVELED DRIVEWAY LEADING EAST TO FARM BUILDINGS, 68 FEET
 OL0187'WEST OF THE CENTER LINE OF SAUK TRAIL ROAD, 2.2 FEET SOUTH OF
 OL0187'A FENCE POST WITH A PIPE BRACE ATTACHED, 1.4 FEET WEST OF THE
 OL0187'EAST HIGHWAY RIGHT-OF-WAY FENCE, 0.6 FOOT SOUTHEAST OF A METAL
 OL0187'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND IS A DISK ON THE
 OL0187'TOP OF A 5-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A
 OL0187'METAL BASE PLATE.  THE DISK IS FLUSH WITH THE LEVEL OF THE GROUND
 OL0187'AND ENCASED IN A 6 INCH IRON PIPE THAT IS FLUSH WITH THE GROUND.
 OL0187'SECTION 29, T14N, R23E.
 OL0187
 OL0187                          STATION RECOVERY (2006)
 OL0187
 OL0187'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRB)
 OL0187'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 10.5 M
 OL0187'EAST-NORTHEAST OF INTERSTATE 43 MILE MARKER --119--, LOCATED IN THE
 OL0187'BASE OF A 1 M HIGH BUSH, 0.5 M WEST OF THE RIGHT-OF-WAY FENCE, AND 0.3
 OL0187'M WEST OF AN ORANGE FIBERGLASS WITNESS POST.  HANDHELD GPS COORDINATES
 OL0187'OF THE STATION ARE 43 39 12.2 (N), 087 46 04.3 (W).
 OL0187'NOTE1-- US HIGHWAY 141 IS NOW INTERSTATE HIGHWAY 43.  NOTE2-- THE
 OL0187'DRIVEWAY IN THE 1972 DESCRIPTION IS AT --8513--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0126 ***********************************************************************
 OL0126  DESIGNATION -  E 134
 OL0126  PID         -  OL0126
 OL0126  STATE/COUNTY-  WI/MILWAUKEE
 OL0126  USGS QUAD   -  MILWAUKEE (1971)
 OL0126
 OL0126                         *CURRENT SURVEY CONTROL
 OL0126  ___________________________________________________________________
 OL0126* NAD 83(1986)-  43 05 47.     (N)    087 53 59.     (W)     SCALED    
 OL0126* NAVD 88     -       199.154  (meters)     653.39   (feet)  ADJUSTED  
 OL0126  ___________________________________________________________________
 OL0126  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 OL0126  DYNAMIC HT  -         199.103 (meters)     653.22  (feet)  COMP
 OL0126  MODELED GRAV-     980,359.8   (mgal)                       NAVD 88
 OL0126
 OL0126  VERT ORDER  -  FIRST     CLASS 0
 OL0126
 OL0126.The horizontal coordinates were scaled from a topographic map and have
 OL0126.an estimated accuracy of +/- 6 seconds.
 OL0126
 OL0126.The orthometric height was determined by differential leveling
 OL0126.and adjusted by the National Geodetic Survey in June 1991..
 OL0126
 OL0126.The geoid height was determined by GEOID03.
 OL0126
 OL0126.The dynamic height is computed by dividing the NAVD 88
 OL0126.geopotential number by the normal gravity value computed on the
 OL0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0126.degrees latitude (g = 980.6199 gals.).
 OL0126
 OL0126.The modeled gravity was interpolated from observed gravity values.
 OL0126
 OL0126;                    North         East    Units  Estimated Accuracy
 OL0126;SPC WI S     -   123,950.      770,960.      MT  (+/- 180 meters Scaled)
 OL0126
 OL0126                          SUPERSEDED SURVEY CONTROL
 OL0126
 OL0126  NGVD 29 (??/??/92)  199.25   (m)          653.7    (f) COMPUTED    1 0
 OL0126
 OL0126.Superseded values are not recommended for survey control.
 OL0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0126.See file dsdata.txt to determine how the superseded data were derived.
 OL0126
 OL0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN267719(NAD 83)
 OL0126_MARKER: DB = BENCH MARK DISK
 OL0126_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OL0126_SP_SET: TUNNEL
 OL0126_STAMPING: E 134 1972
 OL0126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0126_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0126+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2006
 OL0126
 OL0126  HISTORY     - Date     Condition        Report By
 OL0126  HISTORY     - 1972     MONUMENTED       NGS
 OL0126  HISTORY     - 20011102 GOOD             USPSQD
 OL0126  HISTORY     - 20050514 GOOD             GEOCAC
 OL0126  HISTORY     - 20060618 GOOD             USPSQD
 OL0126
 OL0126                          STATION DESCRIPTION
 OL0126
 OL0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0126'AT SHOREWOOD.
 OL0126'AT SHOREWOOD, (A SUB-DIVISION OF MILWAUKEE), 0.3 MILE WEST
 OL0126'ALONG CAPITOL DRIVE FROM THE SHOREWOOD POST OFFICE, THENCE 0.55
 OL0126'MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY,
 OL0126'50 FEET NORTHEAST OF THE NORTHEAST RAIL, 50 FEET SOUTHWEST OF
 OL0126'THE CENTER LINE OF THE INTERSECTION OF NORTH WILSON DRIVE AND
 OL0126'EAST CONGRESS STREET, 18.5 FEET SOUTHWEST OF THE SOUTHWEST
 OL0126'CURB OF NORTH WILSON DRIVE, AT AN 8-FOOT WIDE CONCRETE
 OL0126'PEDESTRAIN TUNNEL PASSING UNDER THE RAILWAY, SET IN THE TOP OF
 OL0126'THE NORTHEAST END OF THE NORTHWEST CONCRETE RETAINING WALL OF
 OL0126'TUNNEL, 1.8 FEET SOUTHWEST OF THE NORTHEAST END OF THE
 OL0126'RETAINING WALL AND ABOUT LEVEL WITH THE TRACK.  SECTION 4,
 OL0126'T 7 N, R 22 E.
 OL0126
 OL0126                          STATION RECOVERY (2001)
 OL0126
 OL0126'RECOVERY NOTE BY US POWER SQUADRON 2001
 OL0126'RECOVERED IN GOOD CONDITION.
 OL0126
 OL0126                          STATION RECOVERY (2005)
 OL0126
 OL0126'RECOVERY NOTE BY GEOCACHING 2005 (CZ)
 OL0126'RECOVERED IN GOOD CONDITION.
 OL0126
 OL0126                          STATION RECOVERY (2006)
 OL0126
 OL0126'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRB)
 OL0126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RN0155 ***********************************************************************
 RN0155  DESIGNATION -  E 135
 RN0155  PID         -  RN0155
 RN0155  STATE/COUNTY-  WI/DOUGLAS
 RN0155  USGS QUAD   -  BOREA (1981)
 RN0155
 RN0155                         *CURRENT SURVEY CONTROL
 RN0155  ___________________________________________________________________
 RN0155* NAD 83(1986)-  46 32 33.     (N)    092 11 50.     (W)     SCALED    
 RN0155* NAVD 88     -       241.992  (meters)     793.94   (feet)  ADJUSTED  
 RN0155  ___________________________________________________________________
 RN0155  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 RN0155  DYNAMIC HT  -         242.012 (meters)     794.00  (feet)  COMP
 RN0155  MODELED GRAV-     980,688.0   (mgal)                       NAVD 88
 RN0155
 RN0155  VERT ORDER  -  SECOND    CLASS 0
 RN0155
 RN0155.The horizontal coordinates were scaled from a topographic map and have
 RN0155.an estimated accuracy of +/- 6 seconds.
 RN0155
 RN0155.The orthometric height was determined by differential leveling
 RN0155.and adjusted by the National Geodetic Survey in June 1991..
 RN0155
 RN0155.The geoid height was determined by GEOID03.
 RN0155
 RN0155.The dynamic height is computed by dividing the NAVD 88
 RN0155.geopotential number by the normal gravity value computed on the
 RN0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0155.degrees latitude (g = 980.6199 gals.).
 RN0155
 RN0155.The modeled gravity was interpolated from observed gravity values.
 RN0155
 RN0155;                    North         East    Units  Estimated Accuracy
 RN0155;SPC WI N     -   155,250.      431,490.      MT  (+/- 180 meters Scaled)
 RN0155
 RN0155                          SUPERSEDED SURVEY CONTROL
 RN0155
 RN0155  NGVD 29 (??/??/92)  241.949  (m)          793.79   (f) ADJ UNCH    2 0
 RN0155
 RN0155.Superseded values are not recommended for survey control.
 RN0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0155.See file dsdata.txt to determine how the superseded data were derived.
 RN0155
 RN0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM615546(NAD 83)
 RN0155_MARKER: DB = BENCH MARK DISK
 RN0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0155_STAMPING: E 135 1935
 RN0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0155+STABILITY: SURFACE MOTION
 RN0155
 RN0155  HISTORY     - Date     Condition        Report By
 RN0155  HISTORY     - 1935     MONUMENTED       CGS
 RN0155  HISTORY     - 1952     MARK NOT FOUND   USGS
 RN0155
 RN0155                          STATION DESCRIPTION
 RN0155
 RN0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RN0155'IN DEDHAM.
 RN0155'ALONG THE GREAT NORTHERN R.R. 40 YDS. N.E. OF STATION IN DEDHAM. MARK
 RN0155'IS 15 YDS. E. OF CENTER OF TRACK, 19 YDS. N. OF CENTER OF CROSS ROAD.
 RN0155
 RN0155                          STATION RECOVERY (1952)
 RN0155
 RN0155'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 RN0155'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RN0291 ***********************************************************************
 RN0291  DESIGNATION -  E 136
 RN0291  PID         -  RN0291
 RN0291  STATE/COUNTY-  WI/DOUGLAS
 RN0291  USGS QUAD   -  BOREA (1981)
 RN0291
 RN0291                         *CURRENT SURVEY CONTROL
 RN0291  ___________________________________________________________________
 RN0291* NAD 83(1986)-  46 37 23.     (N)    092 11 31.     (W)     SCALED    
 RN0291* NAVD 88     -       224.566  (meters)     736.76   (feet)  ADJUSTED  
 RN0291  ___________________________________________________________________
 RN0291  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 RN0291  DYNAMIC HT  -         224.587 (meters)     736.83  (feet)  COMP
 RN0291  MODELED GRAV-     980,703.1   (mgal)                       NAVD 88
 RN0291
 RN0291  VERT ORDER  -  SECOND    CLASS 0
 RN0291
 RN0291.The horizontal coordinates were scaled from a topographic map and have
 RN0291.an estimated accuracy of +/- 6 seconds.
 RN0291
 RN0291.The orthometric height was determined by differential leveling
 RN0291.and adjusted by the National Geodetic Survey in June 1991..
 RN0291
 RN0291.The geoid height was determined by GEOID03.
 RN0291
 RN0291.The dynamic height is computed by dividing the NAVD 88
 RN0291.geopotential number by the normal gravity value computed on the
 RN0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0291.degrees latitude (g = 980.6199 gals.).
 RN0291
 RN0291.The modeled gravity was interpolated from observed gravity values.
 RN0291
 RN0291;                    North         East    Units  Estimated Accuracy
 RN0291;SPC WI N     -   164,190.      432,150.      MT  (+/- 180 meters Scaled)
 RN0291
 RN0291                          SUPERSEDED SURVEY CONTROL
 RN0291
 RN0291  NGVD 29 (??/??/92)  224.531  (m)          736.65   (f) ADJ UNCH    2 0
 RN0291
 RN0291.Superseded values are not recommended for survey control.
 RN0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0291.See file dsdata.txt to determine how the superseded data were derived.
 RN0291
 RN0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM618635(NAD 83)
 RN0291_MARKER: DB = BENCH MARK DISK
 RN0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0291_STAMPING: E 136 1935
 RN0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0291+STABILITY: SURFACE MOTION
 RN0291
 RN0291  HISTORY     - Date     Condition        Report By
 RN0291  HISTORY     - 1935     MONUMENTED       CGS
 RN0291  HISTORY     - 20041215 MARK NOT FOUND   WIDT
 RN0291
 RN0291                          STATION DESCRIPTION
 RN0291
 RN0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RN0291'2.6 MI S FROM OLIVER.
 RN0291'ALONG THE MILITARY ROAD 2.6 MILES S. OF OLIVER.  MARK IS AT POINT
 RN0291'WHERE ROAD TURNS W. 9 1/2 YDS. W. OF CENTER OF ROAD, 1 YD. S. OF FENCE
 RN0291'LINE, AND 2 YDS. W. OF FENCE CORNER.
 RN0291
 RN0291                          STATION RECOVERY (2004)
 RN0291
 RN0291'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 RN0291'THE STATION IS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0328 ***********************************************************************
 NG0328  DESIGNATION -  E 137
 NG0328  PID         -  NG0328
 NG0328  STATE/COUNTY-  WI/RACINE
 NG0328  USGS QUAD   -  FRANKSVILLE (1994)
 NG0328
 NG0328                         *CURRENT SURVEY CONTROL
 NG0328  ___________________________________________________________________
 NG0328* NAD 83(1986)-  42 50 34.     (N)    087 54 48.     (W)     SCALED    
 NG0328* NAVD 88     -       203.596  (meters)     667.96   (feet)  ADJUSTED  
 NG0328  ___________________________________________________________________
 NG0328  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 NG0328  DYNAMIC HT  -         203.539 (meters)     667.78  (feet)  COMP
 NG0328  MODELED GRAV-     980,335.4   (mgal)                       NAVD 88
 NG0328
 NG0328  VERT ORDER  -  FIRST     CLASS 0
 NG0328
 NG0328.The horizontal coordinates were scaled from a topographic map and have
 NG0328.an estimated accuracy of +/- 6 seconds.
 NG0328
 NG0328.The orthometric height was determined by differential leveling
 NG0328.and adjusted by the National Geodetic Survey in June 1991..
 NG0328
 NG0328.The geoid height was determined by GEOID03.
 NG0328
 NG0328.The dynamic height is computed by dividing the NAVD 88
 NG0328.geopotential number by the normal gravity value computed on the
 NG0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0328.degrees latitude (g = 980.6199 gals.).
 NG0328
 NG0328.The modeled gravity was interpolated from observed gravity values.
 NG0328
 NG0328;                    North         East    Units  Estimated Accuracy
 NG0328;SPC WI S     -    95,760.      770,560.      MT  (+/- 180 meters Scaled)
 NG0328
 NG0328                          SUPERSEDED SURVEY CONTROL
 NG0328
 NG0328.No superseded survey control is available for this station.
 NG0328
 NG0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN253437(NAD 83)
 NG0328_MARKER: DD = SURVEY DISK
 NG0328_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NG0328_SP_SET: CULVERT
 NG0328_STAMPING: E 137
 NG0328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NG0328
 NG0328  HISTORY     - Date     Condition        Report By
 NG0328  HISTORY     - UNK      MONUMENTED       MRMSC
 NG0328  HISTORY     - 1972     GOOD             NGS
 NG0328  HISTORY     - 1990     GOOD             USPSQD
 NG0328  HISTORY     - 20050507 MARK NOT FOUND   GEOCAC
 NG0328
 NG0328                          STATION DESCRIPTION
 NG0328
 NG0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 NG0328'3 MI S FROM OAK CREEK.
 NG0328'ABOUT 2.95 MILES SOUTH ALONG STATE HIGHWAY 38 FROM THE POST
 NG0328'OFFICE AT OAK CREEK, ABOUT 100 YARDS NORTH OF THE NORTH END OF
 NG0328'THE HIGHWAY BRIDGE OVER THE ROOT RIVER, AT THE RACINE-MILWAUKEE
 NG0328'COUNTY LINE, SET IN THE TOP OF THE NORTH END OF THE EAST CONCRETE
 NG0328'HEADWALL FOR AN 18-FOOT BOX CULVERT UNDER THE HIGHWAY, 24.6 FEET
 NG0328'EAST OF THE CENTER LINE OF THE HIGHWAY, 0.8 FOOT SOUTH OF THE
 NG0328'NORTH END OF THE HEADWALL AND ABOUT LEVEL WITH THE HIGHWAY.
 NG0328'SEC 9, T4N, R22E.  NOTE-- STAMPED BY PARTY G-37 IN 1972.
 NG0328
 NG0328                          STATION RECOVERY (1990)
 NG0328
 NG0328'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCB)
 NG0328'RECOVERED IN GOOD CONDITION.
 NG0328
 NG0328                          STATION RECOVERY (2005)
 NG0328
 NG0328'RECOVERY NOTE BY GEOCACHING 2005 (CZ)
 NG0328'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0284 ***********************************************************************
 NG0284  DESIGNATION -  E 138
 NG0284  PID         -  NG0284
 NG0284  STATE/COUNTY-  WI/RACINE
 NG0284  USGS QUAD   -  RACINE SOUTH (1976)
 NG0284
 NG0284                         *CURRENT SURVEY CONTROL
 NG0284  ___________________________________________________________________
 NG0284* NAD 83(1986)-  42 40 30.     (N)    087 48 20.     (W)     SCALED    
 NG0284* NAVD 88     -       187.885  (meters)     616.42   (feet)  ADJUSTED  
 NG0284  ___________________________________________________________________
 NG0284  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 NG0284  DYNAMIC HT  -         187.831 (meters)     616.24  (feet)  COMP
 NG0284  MODELED GRAV-     980,327.0   (mgal)                       NAVD 88
 NG0284
 NG0284  VERT ORDER  -  FIRST     CLASS 0
 NG0284
 NG0284.The horizontal coordinates were scaled from a topographic map and have
 NG0284.an estimated accuracy of +/- 6 seconds.
 NG0284
 NG0284.The orthometric height was determined by differential leveling
 NG0284.and adjusted by the National Geodetic Survey in June 1991..
 NG0284
 NG0284.The geoid height was determined by GEOID03.
 NG0284
 NG0284.The dynamic height is computed by dividing the NAVD 88
 NG0284.geopotential number by the normal gravity value computed on the
 NG0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0284.degrees latitude (g = 980.6199 gals.).
 NG0284
 NG0284.The modeled gravity was interpolated from observed gravity values.
 NG0284
 NG0284;                    North         East    Units  Estimated Accuracy
 NG0284;SPC WI S     -    77,350.      779,860.      MT  (+/- 180 meters Scaled)
 NG0284
 NG0284                          SUPERSEDED SURVEY CONTROL
 NG0284
 NG0284  NGVD 29 (??/??/92)  187.97   (m)          616.7    (f) COMPUTED    1 0
 NG0284
 NG0284.Superseded values are not recommended for survey control.
 NG0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0284.See file dsdata.txt to determine how the superseded data were derived.
 NG0284
 NG0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN339250(NAD 83)
 NG0284_MARKER: DB = BENCH MARK DISK
 NG0284_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NG0284_SP_SET: 24 FT
 NG0284_STAMPING: E 138-1973
 NG0284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0284
 NG0284  HISTORY     - Date     Condition        Report By
 NG0284  HISTORY     - 1973     MONUMENTED       NGS
 NG0284
 NG0284                          STATION DESCRIPTION
 NG0284
 NG0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NG0284'1.6 MI S FROM RACINE.
 NG0284'1.6 MILES SOUTH ALONG THE CHICAGO AND NORTHWESTERN RAILWAY
 NG0284'FROM THE DURAND AVENUE UNDERPASS AT RACINE, 0.5 MILES SOUTH OF
 NG0284'THE CROSSING OF THE CHICKORY ROAD, 6 POLES SOUTH OF MILEPOST
 NG0284'58, 6 3/4 RAILS NORTH OF SEMAPHORE 41.8 74.0 FEET WEST OF THE
 NG0284'CENTER LINE OF STATE HIGHWAY 32, 18.4 FEET EAST RAIL OF THE EAST
 NG0284'TRACK, 28.4 FEET WEST OF A BRACE POLE 41-3399, 1.05 MILES NORTH
 NG0284'OF BM F 138.  0.8 FEET SOUTH OF A METAL WITNESS POST ABOUT 3
 NG0284'FEET BELOW THE LEVEL OF THE HIGHWAY AND 7.0 FEET BELOW THE LEVEL
 NG0284'OF THE RAILROAD.  A STANDARD NGS DISK ON TOP OF A COPPER COATED
 NG0284'STEEL ROD DRIVEN TO A DEPTH OF 24.0 FEET FLUSH WITH THE GROUND,
 NG0284'AND ENCASED IN A 6 INCH IRON PIPE WHICH PROJECTS 1 INCH.
 NG0284'SEC 32, T 3 N, R 23 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0392 ***********************************************************************
 RM0392  DESIGNATION -  E 146
 RM0392  PID         -  RM0392
 RM0392  STATE/COUNTY-  WI/WASHBURN
 RM0392  USGS QUAD   -  STANBERRY WEST (1971)
 RM0392
 RM0392                         *CURRENT SURVEY CONTROL
 RM0392  ___________________________________________________________________
 RM0392* NAD 83(1986)-  46 05 57.     (N)    091 43 18.     (W)     SCALED    
 RM0392* NAVD 88     -       347.137  (meters)    1138.90   (feet)  ADJUSTED  
 RM0392  ___________________________________________________________________
 RM0392  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 RM0392  DYNAMIC HT  -         347.165 (meters)    1138.99  (feet)  COMP
 RM0392  MODELED GRAV-     980,684.0   (mgal)                       NAVD 88
 RM0392
 RM0392  VERT ORDER  -  FIRST     CLASS II
 RM0392
 RM0392.The horizontal coordinates were scaled from a topographic map and have
 RM0392.an estimated accuracy of +/- 6 seconds.
 RM0392
 RM0392.The orthometric height was determined by differential leveling
 RM0392.and adjusted by the National Geodetic Survey in June 1991..
 RM0392
 RM0392.The geoid height was determined by GEOID03.
 RM0392
 RM0392.The dynamic height is computed by dividing the NAVD 88
 RM0392.geopotential number by the normal gravity value computed on the
 RM0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0392.degrees latitude (g = 980.6199 gals.).
 RM0392
 RM0392.The modeled gravity was interpolated from observed gravity values.
 RM0392
 RM0392;                    North         East    Units  Estimated Accuracy
 RM0392;SPC WI N     -   105,090.      466,890.      MT  (+/- 180 meters Scaled)
 RM0392
 RM0392                          SUPERSEDED SURVEY CONTROL
 RM0392
 RM0392.No superseded survey control is available for this station.
 RM0392
 RM0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM988058(NAD 83)
 RM0392_MARKER: DB = BENCH MARK DISK
 RM0392_SETTING: 66 = SET IN ROCK OUTCROP
 RM0392_SP_SET: ROCK OUTCROP
 RM0392_STAMPING: E 146 1979
 RM0392_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RM0392+STABILITY: POSITION/ELEVATION WELL
 RM0392
 RM0392  HISTORY     - Date     Condition        Report By
 RM0392  HISTORY     - 1979     MONUMENTED       NGS
 RM0392
 RM0392                          STATION DESCRIPTION
 RM0392
 RM0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RM0392'4.9 MI EAST FROM MINONG.
 RM0392'4.9 MILES EAST ALONG STATE HIGHWAY 77 FROM THE JUNCTION OF U.S.
 RM0392'HIGHWAY 53 IN MINONG, IN THE CENTER OF THE TOP OF A 16-FT. X 12-FT. X
 RM0392'4-FT. OUTCROP, 62.0 FT. SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 RM0392'83.0 FT. SOUTHWEST OF A DO NOT PASS SIGN.
 RM0392'THE MARK IS 3 FT  W FROM A WITNESS POST.
 RM0392'THE MARK IS 10 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0328 ***********************************************************************
 QN0328  DESIGNATION -  E 147
 QN0328  PID         -  QN0328
 QN0328  STATE/COUNTY-  WI/SAWYER
 QN0328  USGS QUAD   -  COUDERAY (1971)
 QN0328
 QN0328                         *CURRENT SURVEY CONTROL
 QN0328  ___________________________________________________________________
 QN0328* NAD 83(1986)-  45 47 42.     (N)    091 21 28.     (W)     SCALED    
 QN0328* NAVD 88     -       387.095  (meters)    1269.99   (feet)  ADJUSTED  
 QN0328  ___________________________________________________________________
 QN0328  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 QN0328  DYNAMIC HT  -         387.077 (meters)    1269.94  (feet)  COMP
 QN0328  MODELED GRAV-     980,557.8   (mgal)                       NAVD 88
 QN0328
 QN0328  VERT ORDER  -  FIRST     CLASS II
 QN0328
 QN0328.The horizontal coordinates were scaled from a topographic map and have
 QN0328.an estimated accuracy of +/- 6 seconds.
 QN0328
 QN0328.The orthometric height was determined by differential leveling
 QN0328.and adjusted by the National Geodetic Survey in June 1991..
 QN0328
 QN0328.The geoid height was determined by GEOID03.
 QN0328
 QN0328.The dynamic height is computed by dividing the NAVD 88
 QN0328.geopotential number by the normal gravity value computed on the
 QN0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0328.degrees latitude (g = 980.6199 gals.).
 QN0328
 QN0328.The modeled gravity was interpolated from observed gravity values.
 QN0328
 QN0328;                    North         East    Units  Estimated Accuracy
 QN0328;SPC WI N     -    70,740.      494,440.      MT  (+/- 180 meters Scaled)
 QN0328
 QN0328                          SUPERSEDED SURVEY CONTROL
 QN0328
 QN0328.No superseded survey control is available for this station.
 QN0328
 QN0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL276725(NAD 83)
 QN0328_MARKER: DB = BENCH MARK DISK
 QN0328_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0328_SP_SET: STAINLESS STEEL ROD
 QN0328_STAMPING: E 147 1979
 QN0328_PROJECTION: RECESSED 8 CENTIMETERS
 QN0328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0328_ROD/PIPE-DEPTH: 7.32 meters
 QN0328
 QN0328  HISTORY     - Date     Condition        Report By
 QN0328  HISTORY     - 1979     MONUMENTED       NGS
 QN0328
 QN0328                          STATION DESCRIPTION
 QN0328
 QN0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 QN0328'2.35 MI NORTH FROM COUDERAY.
 QN0328'2.35 MILES NORTHWEST ALONG STATE HIGHWAY 27 FROM THE POST OFFICE IN
 QN0328'COUDERAY, 25.0 FT. SOUTH OF THE CENTERLINE OF THE HIGHWAY, 154 FT.
 QN0328'SOUTHEAST OF A LAC COURTE OREILLES INDIAN RESERVATION BOUNDARY SIGN,
 QN0328'27.0 FT. EAST OF A 40-INCH PINE TREE.
 QN0328'THE MARK IS 1 FT  N FROM A WITNESS POST.
 QN0328'THE MARK IS 2 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0301 ***********************************************************************
 QN0301  DESIGNATION -  E 148
 QN0301  PID         -  QN0301
 QN0301  STATE/COUNTY-  WI/RUSK
 QN0301  USGS QUAD   -  CRANE (1972)
 QN0301
 QN0301                         *CURRENT SURVEY CONTROL
 QN0301  ___________________________________________________________________
 QN0301* NAD 83(1986)-  45 30 30.     (N)    091 08 30.     (W)     SCALED    
 QN0301* NAVD 88     -       351.988  (meters)    1154.81   (feet)  ADJUSTED  
 QN0301  ___________________________________________________________________
 QN0301  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 QN0301  DYNAMIC HT  -         351.969 (meters)    1154.75  (feet)  COMP
 QN0301  MODELED GRAV-     980,553.4   (mgal)                       NAVD 88
 QN0301
 QN0301  VERT ORDER  -  FIRST     CLASS II
 QN0301
 QN0301.The horizontal coordinates were scaled from a topographic map and have
 QN0301.an estimated accuracy of +/- 6 seconds.
 QN0301
 QN0301.The orthometric height was determined by differential leveling
 QN0301.and adjusted by the National Geodetic Survey in June 1991..
 QN0301
 QN0301.The geoid height was determined by GEOID03.
 QN0301
 QN0301.The dynamic height is computed by dividing the NAVD 88
 QN0301.geopotential number by the normal gravity value computed on the
 QN0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0301.degrees latitude (g = 980.6199 gals.).
 QN0301
 QN0301.The modeled gravity was interpolated from observed gravity values.
 QN0301
 QN0301;                    North         East    Units  Estimated Accuracy
 QN0301;SPC WI C     -   186,760.      510,790.      MT  (+/- 180 meters Scaled)
 QN0301
 QN0301                          SUPERSEDED SURVEY CONTROL
 QN0301
 QN0301.No superseded survey control is available for this station.
 QN0301
 QN0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL451411(NAD 83)
 QN0301_MARKER: DB = BENCH MARK DISK
 QN0301_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0301_SP_SET: STAINLESS STEEL ROD
 QN0301_STAMPING: E 148 1979
 QN0301_PROJECTION: FLUSH
 QN0301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0301_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QN0301+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2005
 QN0301_ROD/PIPE-DEPTH: 7.01 meters
 QN0301
 QN0301  HISTORY     - Date     Condition        Report By
 QN0301  HISTORY     - 1979     MONUMENTED       NGS
 QN0301  HISTORY     - 20051201 GOOD             WIDT
 QN0301
 QN0301                          STATION DESCRIPTION
 QN0301
 QN0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 QN0301'4.2 MI NW FROM LADYSMITH.
 QN0301'2.85 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE JUNCTION OF U.S.
 QN0301'HIGHWAY 8 IN LADYSMITH, THENCE 1.45 MILES WEST ALONG COUNTY ROAD A,
 QN0301'35.0 FT. NORTH OF THE CENTERLINE OF THE ROAD, 122 FT. WEST OF A
 QN0301'PRIVATE DRIVE, 1.0 FT. NORTH OF A FENCE, 51.0 FT. WEST OF A CORNER
 QN0301'FENCE POST.
 QN0301'THE MARK IS 1 FT  N FROM A WITNESS POST.
 QN0301'THE MARK IS 2 FT BELOW THE ROAD.
 QN0301
 QN0301                          STATION RECOVERY (2005)
 QN0301
 QN0301'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 QN0301'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.9 M EAST OF POWER
 QN0301'POLE --35617-12--, 0.6 M NORTH OF A WHITE METAL WITNESS POST, AND 1.0
 QN0301'M NORTH, 1.0 M SOUTHEAST, AND 1.0 M SOUTHWEST OF THREE WHITE PLASTIC
 QN0301'WITNESS POSTS.
 QN0301'--NOTE1-- THE PRIVATE DRIVE IS --W9060--.  NOTE2-- VISIBLE
 QN0301'OBSTRUCTIONS AT THIS STATION ARE TREES TO THE NORTHWEST EXTENDING TO
 QN0301'50 DEGREES ABOVE THE HORIZON AND TREES TO THE SOUTHEAST EXTENDING TO
 QN0301'40 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0009 ***********************************************************************
 RM0009  DESIGNATION -  E 15
 RM0009  PID         -  RM0009
 RM0009  STATE/COUNTY-  WI/IRON
 RM0009  USGS QUAD   -  PINE LAKE (1973)
 RM0009
 RM0009                         *CURRENT SURVEY CONTROL
 RM0009  ___________________________________________________________________
 RM0009* NAD 83(1986)-  46 30 08.     (N)    090 13 12.     (W)     SCALED    
 RM0009* NAVD 88     -       361.991  (meters)    1187.63   (feet)  ADJUSTED  
 RM0009  ___________________________________________________________________
 RM0009  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 RM0009  DYNAMIC HT  -         362.016 (meters)    1187.71  (feet)  COMP
 RM0009  MODELED GRAV-     980,674.3   (mgal)                       NAVD 88
 RM0009
 RM0009  VERT ORDER  -  FIRST     CLASS II
 RM0009
 RM0009.The horizontal coordinates were scaled from a topographic map and have
 RM0009.an estimated accuracy of +/- 6 seconds.
 RM0009
 RM0009.The orthometric height was determined by differential leveling
 RM0009.and adjusted by the National Geodetic Survey in June 1991..
 RM0009
 RM0009.The geoid height was determined by GEOID03.
 RM0009
 RM0009.The dynamic height is computed by dividing the NAVD 88
 RM0009.geopotential number by the normal gravity value computed on the
 RM0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0009.degrees latitude (g = 980.6199 gals.).
 RM0009
 RM0009.The modeled gravity was interpolated from observed gravity values.
 RM0009
 RM0009;                    North         East    Units  Estimated Accuracy
 RM0009;SPC WI N     -   148,470.      583,110.      MT  (+/- 180 meters Scaled)
 RM0009
 RM0009                          SUPERSEDED SURVEY CONTROL
 RM0009
 RM0009  NGVD 29 (??/??/92)  362.016  (m)         1187.71   (f) ADJ UNCH    1 2
 RM0009
 RM0009.Superseded values are not recommended for survey control.
 RM0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0009.See file dsdata.txt to determine how the superseded data were derived.
 RM0009
 RM0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM133536(NAD 83)
 RM0009_MARKER: DB = BENCH MARK DISK
 RM0009_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RM0009_SP_SET: ABUTMENT
 RM0009_STAMPING: E 15 1934
 RM0009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0009_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0009+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2005
 RM0009
 RM0009  HISTORY     - Date     Condition        Report By
 RM0009  HISTORY     - 1934     MONUMENTED       CGS
 RM0009  HISTORY     - 1982     MARK NOT FOUND   NGS
 RM0009  HISTORY     - 20050830 GOOD             WIDT
 RM0009
 RM0009                          STATION DESCRIPTION
 RM0009
 RM0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RM0009'9.6 MI E FROM SAXON.
 RM0009'9.6 MILES EAST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RM0009'RAILROAD FROM SAXON, IRON COUNTY, NEAR THE MICHIGAN-WISCONSIN
 RM0009'STATE LINE, AT A BRIDGE, IN THE TOP OF THE BACK WALL OF THE
 RM0009'WEST ABUTMENT, AND 3.4 FEET NORTH OF THE NORTH RAIL.  A STANDARD
 RM0009'DISK, STAMPED E 15 1934.
 RM0009
 RM0009                          STATION RECOVERY (1982)
 RM0009
 RM0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RM0009'NOT RECOVERED.  INACCESSIBLE FOR LEVELS.
 RM0009
 RM0009                          STATION RECOVERY (2005)
 RM0009
 RM0009'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RM0009'RECOVERED IN GOOD CONDITION.-ADD- THE STATION HAS A FEW SCRATCHES ON
 RM0009'THE CAP BUT IS STILL LEGIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0403 ***********************************************************************
 RM0403  DESIGNATION -  E 150
 RM0403  PID         -  RM0403
 RM0403  STATE/COUNTY-  WI/DOUGLAS
 RM0403  USGS QUAD   -  GORDON (1982)
 RM0403
 RM0403                         *CURRENT SURVEY CONTROL
 RM0403  ___________________________________________________________________
 RM0403* NAD 83(1986)-  46 09 42.     (N)    091 48 33.     (W)     SCALED    
 RM0403* NAVD 88     -       323.539  (meters)    1061.48   (feet)  ADJUSTED  
 RM0403  ___________________________________________________________________
 RM0403  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 RM0403  DYNAMIC HT  -         323.571 (meters)    1061.58  (feet)  COMP
 RM0403  MODELED GRAV-     980,702.0   (mgal)                       NAVD 88
 RM0403
 RM0403  VERT ORDER  -  FIRST     CLASS II
 RM0403
 RM0403.The horizontal coordinates were scaled from a topographic map and have
 RM0403.an estimated accuracy of +/- 6 seconds.
 RM0403
 RM0403.The orthometric height was determined by differential leveling
 RM0403.and adjusted by the National Geodetic Survey in June 1991..
 RM0403
 RM0403.The geoid height was determined by GEOID03.
 RM0403
 RM0403.The dynamic height is computed by dividing the NAVD 88
 RM0403.geopotential number by the normal gravity value computed on the
 RM0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0403.degrees latitude (g = 980.6199 gals.).
 RM0403
 RM0403.The modeled gravity was interpolated from observed gravity values.
 RM0403
 RM0403;                    North         East    Units  Estimated Accuracy
 RM0403;SPC WI N     -   112,180.      460,280.      MT  (+/- 180 meters Scaled)
 RM0403
 RM0403                          SUPERSEDED SURVEY CONTROL
 RM0403
 RM0403.No superseded survey control is available for this station.
 RM0403
 RM0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM919126(NAD 83)
 RM0403_MARKER: DB = BENCH MARK DISK
 RM0403_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0403_SP_SET: STAINLESS STEEL ROD
 RM0403_STAMPING: E 150 1979
 RM0403_PROJECTION: FLUSH
 RM0403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0403_ROD/PIPE-DEPTH: 12.2 meters
 RM0403
 RM0403  HISTORY     - Date     Condition        Report By
 RM0403  HISTORY     - 1979     MONUMENTED       NGS
 RM0403  HISTORY     - 20041201 MARK NOT FOUND   WIDT
 RM0403
 RM0403                          STATION DESCRIPTION
 RM0403
 RM0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RM0403'0.9 MI SOUTH FROM WASCOTT.
 RM0403'0.9 MILE SOUTH ALONG U.S. HIGHWAY 53 FROM THE JUNCTION OF COUNTY ROAD
 RM0403'T IN WASCOTT, 0.3 MILE NORTH OF THE DOUGLAS-WASHBURN COUNTY LINE, AT A
 RM0403'TRACK ROAD LEADING WEST, 59.6 FT. EAST OF THE SOUTH END OF A ROAD
 RM0403'BLOCKADE, 59.6 FT. WEST OF THE CENTERLINE OF THE HIGHWAY, 26.7 FT.
 RM0403'SOUTH OF THE CENTERLINE OF THE ROAD.  DISK IS 4 INCHES BELOW GROUND,
 RM0403'ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 RM0403'THE MARK IS 1 FT  S FROM A WITNESS POST.
 RM0403'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 RM0403
 RM0403                          STATION RECOVERY (2004)
 RM0403
 RM0403'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 RM0403'2 LANES ADDED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0436 ***********************************************************************
 RM0436  DESIGNATION -  E 151
 RM0436  PID         -  RM0436
 RM0436  STATE/COUNTY-  WI/DOUGLAS
 RM0436  USGS QUAD   -  POPLAR (1975)
 RM0436
 RM0436                         *CURRENT SURVEY CONTROL
 RM0436  ___________________________________________________________________
 RM0436* NAD 83(1986)-  46 30 11.     (N)    091 51 04.     (W)     SCALED    
 RM0436* NAVD 88     -       355.078  (meters)    1164.95   (feet)  ADJUSTED  
 RM0436  ___________________________________________________________________
 RM0436  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 RM0436  DYNAMIC HT  -         355.121 (meters)    1165.09  (feet)  COMP
 RM0436  MODELED GRAV-     980,722.8   (mgal)                       NAVD 88
 RM0436
 RM0436  VERT ORDER  -  FIRST     CLASS II
 RM0436
 RM0436.The horizontal coordinates were scaled from a topographic map and have
 RM0436.an estimated accuracy of +/- 6 seconds.
 RM0436
 RM0436.The orthometric height was determined by differential leveling
 RM0436.and adjusted by the National Geodetic Survey in June 1991..
 RM0436
 RM0436.The geoid height was determined by GEOID03.
 RM0436
 RM0436.The dynamic height is computed by dividing the NAVD 88
 RM0436.geopotential number by the normal gravity value computed on the
 RM0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0436.degrees latitude (g = 980.6199 gals.).
 RM0436
 RM0436.The modeled gravity was interpolated from observed gravity values.
 RM0436
 RM0436;                    North         East    Units  Estimated Accuracy
 RM0436;SPC WI N     -   150,190.      457,930.      MT  (+/- 180 meters Scaled)
 RM0436
 RM0436                          SUPERSEDED SURVEY CONTROL
 RM0436
 RM0436.No superseded survey control is available for this station.
 RM0436
 RM0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM881505(NAD 83)
 RM0436_MARKER: DB = BENCH MARK DISK
 RM0436_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0436_SP_SET: STAINLESS STEEL ROD
 RM0436_STAMPING: E 151 1979
 RM0436_PROJECTION: FLUSH
 RM0436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0436_ROD/PIPE-DEPTH: 12.2 meters
 RM0436
 RM0436  HISTORY     - Date     Condition        Report By
 RM0436  HISTORY     - 1979     MONUMENTED       NGS
 RM0436  HISTORY     - 19920817 MARK NOT FOUND   USPSQD
 RM0436
 RM0436                          STATION DESCRIPTION
 RM0436
 RM0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RM0436'0.55 MI EAST FROM HAWTHORNE.
 RM0436'0.55 MILE EAST ALONG COUNTY ROAD B FROM THE CHICAGO AND NORTHWESTERN
 RM0436'RAILROAD CROSSING IN HAWTHORNE, AT THE JUNCTION OF COUNTY ROAD AA, IN
 RM0436'THE LAWN AT THE NORTHWEST CORNER OF A ONE STORY BUILDING, 166 FT. WEST
 RM0436'OF THE CENTERLINE OF COUNTY ROAD AA, 63.3 FT. SOUTH OF THE CENTERLINE
 RM0436'OF COUNTY ROAD B, 2.6 FT. NORTHWEST OF THE NORTHWEST CORNER OF THE
 RM0436'BUILDING.  DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD
 RM0436'THROUGH A 4-INCH PLASTIC SCREW PLUG.
 RM0436'THE MARK IS 2.6 FT  NW FROM  THE CORNER OF THE BUILDI
 RM0436'THE MARK IS 1 FT BELOW THE ROAD.
 RM0436
 RM0436                          STATION RECOVERY (1992)
 RM0436
 RM0436'RECOVERY NOTE BY US POWER SQUADRON 1992 (LJK)
 RM0436'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RN1093 ***********************************************************************
 RN1093  DESIGNATION -  E 152
 RN1093  PID         -  RN1093
 RN1093  STATE/COUNTY-  WI/DOUGLAS
 RN1093  USGS QUAD   -  SUPERIOR (1994)
 RN1093
 RN1093                         *CURRENT SURVEY CONTROL
 RN1093  ___________________________________________________________________
 RN1093* NAD 83(1986)-  46 41 19.     (N)    092 04 36.     (W)     SCALED    
 RN1093* NAVD 88     -       201.401  (meters)     660.76   (feet)  ADJUSTED  
 RN1093  ___________________________________________________________________
 RN1093  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 RN1093  DYNAMIC HT  -         201.426 (meters)     660.85  (feet)  COMP
 RN1093  MODELED GRAV-     980,732.5   (mgal)                       NAVD 88
 RN1093
 RN1093  VERT ORDER  -  FIRST     CLASS II
 RN1093
 RN1093.The horizontal coordinates were scaled from a topographic map and have
 RN1093.an estimated accuracy of +/- 6 seconds.
 RN1093
 RN1093.The orthometric height was determined by differential leveling
 RN1093.and adjusted by the National Geodetic Survey in June 1991..
 RN1093
 RN1093.The geoid height was determined by GEOID03.
 RN1093
 RN1093.The dynamic height is computed by dividing the NAVD 88
 RN1093.geopotential number by the normal gravity value computed on the
 RN1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN1093.degrees latitude (g = 980.6199 gals.).
 RN1093
 RN1093.The modeled gravity was interpolated from observed gravity values.
 RN1093
 RN1093;                    North         East    Units  Estimated Accuracy
 RN1093;SPC WI N     -   171,240.      441,160.      MT  (+/- 180 meters Scaled)
 RN1093
 RN1093                          SUPERSEDED SURVEY CONTROL
 RN1093
 RN1093.No superseded survey control is available for this station.
 RN1093
 RN1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM706709(NAD 83)
 RN1093_MARKER: DB = BENCH MARK DISK
 RN1093_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RN1093_SP_SET: STAINLESS STEEL ROD
 RN1093_STAMPING: E 152 1979
 RN1093_MARK LOGO: NGS   
 RN1093_PROJECTION: FLUSH
 RN1093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN1093_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN1093+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2003
 RN1093_ROD/PIPE-DEPTH: 9.14 meters
 RN1093
 RN1093  HISTORY     - Date     Condition        Report By
 RN1093  HISTORY     - 1979     MONUMENTED       NGS
 RN1093  HISTORY     - 1982     GOOD             NGS
 RN1093  HISTORY     - 20031025 GOOD             USPSQD
 RN1093
 RN1093                          STATION DESCRIPTION
 RN1093
 RN1093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RN1093'2.25 MI SOUTH FROM SUPERIOR.
 RN1093'2.25 MILES SOUTH ALONG HILL AVENUE FROM THE JUNCTION OF BELKNAP STREET
 RN1093'IN SUPERIOR, AT THE SOUTHWEST CORNER OF A CHAIN LINK FENCE AROUND AN
 RN1093'OIL REFINERY, 39.0 FT. EAST OF THE CENTERLINE OF HILL AVENUE, 5.5 FT.
 RN1093'NORTH OF THE FENCE CORNER, 1.4 FT. WEST OF THE FENCE.  DISK IS 4
 RN1093'INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC
 RN1093'SCREW PLUG.
 RN1093'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 RN1093'THE MARK IS ABOVE LEVEL WITH HILL AVENUE.
 RN1093
 RN1093                          STATION RECOVERY (1982)
 RN1093
 RN1093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RN1093'RECOVERED IN GOOD CONDITION.
 RN1093
 RN1093                          STATION RECOVERY (2003)
 RN1093
 RN1093'RECOVERY NOTE BY US POWER SQUADRON 2003 (BB)
 RN1093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO1387 ***********************************************************************
 QO1387  DESIGNATION -  E 153
 QO1387  PID         -  QO1387
 QO1387  STATE/COUNTY-  WI/ST CROIX
 QO1387  USGS QUAD   -  FOREST (1975)
 QO1387
 QO1387                         *CURRENT SURVEY CONTROL
 QO1387  ___________________________________________________________________
 QO1387* NAD 83(1986)-  45 10 40.     (N)    092 17 05.     (W)     SCALED    
 QO1387* NAVD 88     -       339.035  (meters)    1112.32   (feet)  ADJUSTED  
 QO1387  ___________________________________________________________________
 QO1387  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 QO1387  DYNAMIC HT  -         338.990 (meters)    1112.17  (feet)  COMP
 QO1387  MODELED GRAV-     980,474.0   (mgal)                       NAVD 88
 QO1387
 QO1387  VERT ORDER  -  FIRST     CLASS II
 QO1387
 QO1387.The horizontal coordinates were scaled from a topographic map and have
 QO1387.an estimated accuracy of +/- 6 seconds.
 QO1387
 QO1387.The orthometric height was determined by differential leveling
 QO1387.and adjusted by the National Geodetic Survey in June 1991..
 QO1387
 QO1387.The geoid height was determined by GEOID03.
 QO1387
 QO1387.The dynamic height is computed by dividing the NAVD 88
 QO1387.geopotential number by the normal gravity value computed on the
 QO1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1387.degrees latitude (g = 980.6199 gals.).
 QO1387
 QO1387.The modeled gravity was interpolated from observed gravity values.
 QO1387
 QO1387;                    North         East    Units  Estimated Accuracy
 QO1387;SPC WI C     -   151,920.      420,450.      MT  (+/- 180 meters Scaled)
 QO1387
 QO1387                          SUPERSEDED SURVEY CONTROL
 QO1387
 QO1387.No superseded survey control is available for this station.
 QO1387
 QO1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL562029(NAD 83)
 QO1387_MARKER: I = METAL ROD
 QO1387_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QO1387_SP_SET: STAINLESS STEEL ROD
 QO1387_STAMPING: E 153 1980
 QO1387_PROJECTION: FLUSH
 QO1387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1387_ROD/PIPE-DEPTH: 8.5  meters
 QO1387
 QO1387  HISTORY     - Date     Condition        Report By
 QO1387  HISTORY     - 1980     MONUMENTED       NGS
 QO1387  HISTORY     - 20051125 GOOD             USPSQD
 QO1387
 QO1387                          STATION DESCRIPTION
 QO1387
 QO1387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QO1387'9.3 KM SOUTH FROM CLEAR LAKE.
 QO1387'9.3 KM (5.75 MI) SOUTH ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 QO1387'COUNTY ROAD JJ IN CLEAR LAKE, AT THE JUNCTION OF A GRAVEL ROAD LEADING
 QO1387'EAST, 0.9 KM (0.55 MI) SOUTH OF THE JUNCTION OF COUNTY ROAD H, 26.2 M
 QO1387'(86.6 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 0.3 M (1.0 FT)
 QO1387'NORTHWEST OF A FENCE, 2.0 M (6.8 FT) EAST-SOUTHEAST OF POWERLINE POLE
 QO1387'NUMBER A-230, 33.0 M (109 FT) SOUTH OF THE CENTER OF THE ROAD, 7.5 M
 QO1387'(24.8 FT) NORTHEAST OF A CORNER FENCE POST AND HIGHWAY RIGHT-OF-WAY
 QO1387'POST, 15.1 M (49.9 FT) SOUTH-SOUTHWEST OF A RIGHT-OF-WAY POST.
 QO1387'THE MARK IS 0.30 METERS  SW FROM A WITNESS POST.
 QO1387'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
 QO1387
 QO1387                          STATION RECOVERY (2005)
 QO1387
 QO1387'RECOVERY NOTE BY US POWER SQUADRON 2005 (DRB)
 QO1387'RECOVERED IN GOOD CONDITION.  NOTE-- THE ROAD LEADING EAST IS 220TH
 QO1387'AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO1358 ***********************************************************************
 QO1358  DESIGNATION -  E 154
 QO1358  PID         -  QO1358
 QO1358  STATE/COUNTY-  WI/ST CROIX
 QO1358  USGS QUAD   -  NEW RICHMOND SOUTH (1974)
 QO1358
 QO1358                         *CURRENT SURVEY CONTROL
 QO1358  ___________________________________________________________________
 QO1358* NAD 83(1986)-  45 02 06.     (N)    092 32 17.     (W)     SCALED    
 QO1358* NAVD 88     -       307.298  (meters)    1008.19   (feet)  ADJUSTED  
 QO1358  ___________________________________________________________________
 QO1358  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 QO1358  DYNAMIC HT  -         307.260 (meters)    1008.07  (feet)  COMP
 QO1358  MODELED GRAV-     980,486.0   (mgal)                       NAVD 88
 QO1358
 QO1358  VERT ORDER  -  FIRST     CLASS II
 QO1358
 QO1358.The horizontal coordinates were scaled from a topographic map and have
 QO1358.an estimated accuracy of +/- 6 seconds.
 QO1358
 QO1358.The orthometric height was determined by differential leveling
 QO1358.and adjusted by the National Geodetic Survey in June 1991..
 QO1358
 QO1358.The geoid height was determined by GEOID03.
 QO1358
 QO1358.The dynamic height is computed by dividing the NAVD 88
 QO1358.geopotential number by the normal gravity value computed on the
 QO1358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1358.degrees latitude (g = 980.6199 gals.).
 QO1358
 QO1358.The modeled gravity was interpolated from observed gravity values.
 QO1358
 QO1358;                    North         East    Units  Estimated Accuracy
 QO1358;SPC WI C     -   136,650.      400,050.      MT  (+/- 180 meters Scaled)
 QO1358
 QO1358                          SUPERSEDED SURVEY CONTROL
 QO1358
 QO1358.No superseded survey control is available for this station.
 QO1358
 QO1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK363869(NAD 83)
 QO1358_MARKER: I = METAL ROD
 QO1358_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QO1358_SP_SET: STAINLESS STEEL ROD
 QO1358_STAMPING: E 154 1980
 QO1358_PROJECTION: FLUSH
 QO1358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1358+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2003
 QO1358_ROD/PIPE-DEPTH: 9.1  meters
 QO1358
 QO1358  HISTORY     - Date     Condition        Report By
 QO1358  HISTORY     - 1980     MONUMENTED       NGS
 QO1358  HISTORY     - 20031116 GOOD             USPSQD
 QO1358
 QO1358                          STATION DESCRIPTION
 QO1358
 QO1358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QO1358'9.9 KM SOUTH FROM NEW RICHMOND.
 QO1358'9.9 KM (6.15 MI) SOUTH ALONG STATE HIGHWAY 65 FROM THE SOUTH END OF
 QO1358'THE HIGHWAY BRIDGE OVER THE WILLOW RIVER IN NEW RICHMOND, AT THE
 QO1358'JUNCTION OF COUNTY ROAD E, 20.3 M (67.0 FT) EAST OF THE CENTERLINE OF
 QO1358'THE HIGHWAY, 11.8 M (39.0 FT) SOUTH OF THE CENTERLINE OF THE ROAD,
 QO1358'0.3 M (1.0 FT) NORTH OF A FENCE, 3.0 M (10.0 FT) EAST OF A CORNER
 QO1358'FENCE POST, 5.2 M (17.0 FT) NORTHEAST OF A POWERLINE POLE.
 QO1358'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 QO1358'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 QO1358
 QO1358                          STATION RECOVERY (2003)
 QO1358
 QO1358'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 QO1358'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 17.0 FEET EAST OF
 QO1358'HIGH VOLTAGE POWERLINE POLE NUMBER --1018--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0404 ***********************************************************************
 RM0404  DESIGNATION -  E 155
 RM0404  PID         -  RM0404
 RM0404  STATE/COUNTY-  WI/DOUGLAS
 RM0404  USGS QUAD   -  GORDON (1982)
 RM0404
 RM0404                         *CURRENT SURVEY CONTROL
 RM0404  ___________________________________________________________________
 RM0404* NAD 83(1986)-  46 10 32.     (N)    091 48 13.     (W)     SCALED    
 RM0404* NAVD 88     -       329.420  (meters)    1080.77   (feet)  ADJUSTED  
 RM0404  ___________________________________________________________________
 RM0404  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 RM0404  DYNAMIC HT  -         329.452 (meters)    1080.88  (feet)  COMP
 RM0404  MODELED GRAV-     980,703.2   (mgal)                       NAVD 88
 RM0404
 RM0404  VERT ORDER  -  FIRST     CLASS II
 RM0404
 RM0404.The horizontal coordinates were scaled from a topographic map and have
 RM0404.an estimated accuracy of +/- 6 seconds.
 RM0404
 RM0404.The orthometric height was determined by differential leveling
 RM0404.and adjusted by the National Geodetic Survey in June 1991..
 RM0404
 RM0404.The geoid height was determined by GEOID03.
 RM0404
 RM0404.The dynamic height is computed by dividing the NAVD 88
 RM0404.geopotential number by the normal gravity value computed on the
 RM0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0404.degrees latitude (g = 980.6199 gals.).
 RM0404
 RM0404.The modeled gravity was interpolated from observed gravity values.
 RM0404
 RM0404;                    North         East    Units  Estimated Accuracy
 RM0404;SPC WI N     -   113,710.      460,750.      MT  (+/- 180 meters Scaled)
 RM0404
 RM0404                          SUPERSEDED SURVEY CONTROL
 RM0404
 RM0404.No superseded survey control is available for this station.
 RM0404
 RM0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM923142(NAD 83)
 RM0404_MARKER: I = METAL ROD
 RM0404_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RM0404_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RM0404_STAMPING: E 155 1979
 RM0404_PROJECTION: FLUSH
 RM0404_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RM0404+STABILITY: POSITION/ELEVATION WELL
 RM0404_ROD/PIPE-DEPTH: 13.7 meters
 RM0404_SLEEVE-DEPTH  : 7.01 meters
 RM0404
 RM0404  HISTORY     - Date     Condition        Report By
 RM0404  HISTORY     - 1979     MONUMENTED       NGS
 RM0404  HISTORY     - 20041201 MARK NOT FOUND   WIDT
 RM0404
 RM0404                          STATION DESCRIPTION
 RM0404
 RM0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RM0404'IN WASCOTT.
 RM0404'IN WASCOTT, AT THE JUNCTION OF U.S. HIGHWAY 53 AND COUNTY ROAD T, AT
 RM0404'THE WASCOTT POST OFFICE, 155 FT. WEST OF THE CENTERLINE OF THE
 RM0404'HIGHWAY, 26.0 FT. NORTH OF THE CENTER OF THE ROAD, 61.0 FT. NORTHWEST
 RM0404'OF AND ACROSS THE ROAD FROM A POWERLINE POLE WITH A LIGHT AND
 RM0404'TRANSFORMER, 25.0 FT. SOUTHWEST OF THE SOUTHEAST CORNER OF THE POST
 RM0404'OFFICE, 19.0 FT. SOUTH OF THE SOUTH FACE OF THE POST OFFICE, 5.5 FT.
 RM0404'SOUTHWEST OF A POWERLINE POLE.  DATUM POINT IS 4 INCHES BELOW GROUND,
 RM0404'ACCESS TO WHICH IS HAD THROUGH A 5-INCH LOGO CAP.
 RM0404'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 RM0404
 RM0404                          STATION RECOVERY (2004)
 RM0404
 RM0404'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 RM0404'POST OFFICE GONE, NEW HIGHWAY PROBABLY DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0120 ***********************************************************************
 PN0120  DESIGNATION -  E 19
 PN0120  PID         -  PN0120
 PN0120  STATE/COUNTY-  WI/OCONTO
 PN0120  USGS QUAD   -  GILLETT (1974)
 PN0120
 PN0120                         *CURRENT SURVEY CONTROL
 PN0120  ___________________________________________________________________
 PN0120* NAD 83(1986)-  44 53 24.     (N)    088 18 26.     (W)     SCALED    
 PN0120* NAVD 88     -       245.564  (meters)     805.65   (feet)  ADJUSTED  
 PN0120  ___________________________________________________________________
 PN0120  GEOID HEIGHT-         -36.12  (meters)                     GEOID03
 PN0120  DYNAMIC HT  -         245.536 (meters)     805.56  (feet)  COMP
 PN0120  MODELED GRAV-     980,500.4   (mgal)                       NAVD 88
 PN0120
 PN0120  VERT ORDER  -  SECOND    CLASS 0
 PN0120
 PN0120.The horizontal coordinates were scaled from a topographic map and have
 PN0120.an estimated accuracy of +/- 6 seconds.
 PN0120
 PN0120.The orthometric height was determined by differential leveling
 PN0120.and adjusted by the National Geodetic Survey in June 1991..
 PN0120
 PN0120.The geoid height was determined by GEOID03.
 PN0120
 PN0120.The dynamic height is computed by dividing the NAVD 88
 PN0120.geopotential number by the normal gravity value computed on the
 PN0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0120.degrees latitude (g = 980.6199 gals.).
 PN0120
 PN0120.The modeled gravity was interpolated from observed gravity values.
 PN0120
 PN0120;                    North         East    Units  Estimated Accuracy
 PN0120;SPC WI C     -   118,810.      733,710.      MT  (+/- 180 meters Scaled)
 PN0120
 PN0120                          SUPERSEDED SURVEY CONTROL
 PN0120
 PN0120  NGVD 29 (??/??/92)  245.565  (m)          805.66   (f) ADJ UNCH    2 0
 PN0120
 PN0120.Superseded values are not recommended for survey control.
 PN0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0120.See file dsdata.txt to determine how the superseded data were derived.
 PN0120
 PN0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ967715(NAD 83)
 PN0120_MARKER: DB = BENCH MARK DISK
 PN0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0120+STABILITY: SURFACE MOTION
 PN0120
 PN0120  HISTORY     - Date     Condition        Report By
 PN0120  HISTORY     - UNK      MONUMENTED       CGS
 PN0120  HISTORY     - 1934     GOOD             NGS
 PN0120  HISTORY     - 1942     GOOD             NGS
 PN0120  HISTORY     - 19991031 MARK NOT FOUND   USPSQD
 PN0120  HISTORY     - 20051129 MARK NOT FOUND   WIDT
 PN0120
 PN0120                          STATION DESCRIPTION
 PN0120
 PN0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PN0120'IN GILLETT.
 PN0120'AT SW. CORNER OF GILLETT CITY HALL PARK, 1 BLOCK W. AND ONE-HALF
 PN0120'BLOCK S. OF STATION.  MARK IS ADJACENT TO INSIDE OF W. CONC.
 PN0120'WALK AND 10 YDS. N. OF N. CURB OF MAIN ST.
 PN0120
 PN0120                          STATION RECOVERY (1942)
 PN0120
 PN0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 PN0120'RECOVERED IN GOOD CONDITION.
 PN0120
 PN0120                          STATION RECOVERY (1999)
 PN0120
 PN0120'RECOVERY NOTE BY US POWER SQUADRON 1999
 PN0120'MARK NOT FOUND.
 PN0120
 PN0120                          STATION RECOVERY (2005)
 PN0120
 PN0120'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0120'MARK NOT FOUND.  ADD THE GILLETT CITY HALL PARK AND THE WEST CONCRETE
 PN0120'WALK FROM A PREVIOUS DESCRIPTION NO LONGER EXIST. NO EVIDENCE OF THE
 PN0120'STATION WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0131 ***********************************************************************
 QM0131  DESIGNATION -  E 2
 QM0131  PID         -  QM0131
 QM0131  STATE/COUNTY-  WI/FOREST
 QM0131  USGS QUAD   -  ARGONNE (1965)
 QM0131
 QM0131                         *CURRENT SURVEY CONTROL
 QM0131  ___________________________________________________________________
 QM0131* NAD 83(1986)-  45 39 35.     (N)    088 52 45.     (W)     SCALED    
 QM0131* NAVD 88     -       500.139  (meters)    1640.87   (feet)  ADJUSTED  
 QM0131  ___________________________________________________________________
 QM0131  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 QM0131  DYNAMIC HT  -         500.111 (meters)    1640.78  (feet)  COMP
 QM0131  MODELED GRAV-     980,543.1   (mgal)                       NAVD 88
 QM0131
 QM0131  VERT ORDER  -  FIRST     CLASS II
 QM0131
 QM0131.The horizontal coordinates were scaled from a topographic map and have
 QM0131.an estimated accuracy of +/- 6 seconds.
 QM0131
 QM0131.The orthometric height was determined by differential leveling
 QM0131.and adjusted by the National Geodetic Survey in June 1991..
 QM0131
 QM0131.The geoid height was determined by GEOID03.
 QM0131
 QM0131.The dynamic height is computed by dividing the NAVD 88
 QM0131.geopotential number by the normal gravity value computed on the
 QM0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0131.degrees latitude (g = 980.6199 gals.).
 QM0131
 QM0131.The modeled gravity was interpolated from observed gravity values.
 QM0131
 QM0131;                    North         East    Units  Estimated Accuracy
 QM0131;SPC WI N     -    55,420.      687,350.      MT  (+/- 180 meters Scaled)
 QM0131
 QM0131                          SUPERSEDED SURVEY CONTROL
 QM0131
 QM0131  NGVD 29 (??/??/92)  500.123  (m)         1640.82   (f) ADJ UNCH    1 2
 QM0131
 QM0131.Superseded values are not recommended for survey control.
 QM0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0131.See file dsdata.txt to determine how the superseded data were derived.
 QM0131
 QM0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR536579(NAD 83)
 QM0131_MARKER: DB = BENCH MARK DISK
 QM0131_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QM0131_SP_SET: FOUNDATION OF SCHOOL
 QM0131_STAMPING: E 2 1922 ELEV. 1640.820 FT.
 QM0131_MARK LOGO: CGS   
 QM0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0131+STABILITY: SURFACE MOTION
 QM0131
 QM0131  HISTORY     - Date     Condition        Report By
 QM0131  HISTORY     - 1922     MONUMENTED       CGS
 QM0131  HISTORY     - 1934     GOOD             NGS
 QM0131  HISTORY     - 1985     GOOD             NGS
 QM0131  HISTORY     - 20051115 MARK NOT FOUND   WIDT
 QM0131
 QM0131                          STATION DESCRIPTION
 QM0131
 QM0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QM0131'AT ARGONNE.
 QM0131'AT ARGONNE, FOREST COUNTY, AT THE HIGH SCHOOL, IN THE EAST
 QM0131'BRICK WALL, 1 FOOT SOUTH OF THE NORTHEAST CORNER, AND 16 INCHES
 QM0131'ABOVE GROUND.  A STANDARD DISK, STAMPED ELEV. 1640.820 FT E 2
 QM0131'1922 AND SET VERTICALLY.
 QM0131
 QM0131                          STATION RECOVERY (1985)
 QM0131
 QM0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0131'RECOVERED IN GOOD CONDITION.
 QM0131
 QM0131                          STATION RECOVERY (2005)
 QM0131
 QM0131'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0131'MARK NOT FOUND.  NOTE THE HIGH SCHOOL AT ARGONNE HAS BEEN DESTROYED,
 QM0131'AND ONLY RUBBLE OF THE BUILDING REMAINS. NO EVIDENCE OF THE MONUMENT
 QM0131'WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0537 ***********************************************************************
 RM0537  DESIGNATION -  E 208
 RM0537  PID         -  RM0537
 RM0537  STATE/COUNTY-  WI/BAYFIELD
 RM0537  USGS QUAD   -  HART LAKE (1984)
 RM0537
 RM0537                         *CURRENT SURVEY CONTROL
 RM0537  ___________________________________________________________________
 RM0537* NAD 83(1986)-  46 32 26.     (N)    091 15 15.     (W)     SCALED    
 RM0537* NAVD 88     -       345.491  (meters)    1133.50   (feet)  ADJUSTED  
 RM0537  ___________________________________________________________________
 RM0537  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 RM0537  DYNAMIC HT  -         345.500 (meters)    1133.53  (feet)  COMP
 RM0537  MODELED GRAV-     980,630.0   (mgal)                       NAVD 88
 RM0537
 RM0537  VERT ORDER  -  FIRST     CLASS II
 RM0537
 RM0537.The horizontal coordinates were scaled from a topographic map and have
 RM0537.an estimated accuracy of +/- 6 seconds.
 RM0537
 RM0537.The orthometric height was determined by differential leveling
 RM0537.and adjusted by the National Geodetic Survey in June 1991..
 RM0537
 RM0537.The geoid height was determined by GEOID03.
 RM0537
 RM0537.The dynamic height is computed by dividing the NAVD 88
 RM0537.geopotential number by the normal gravity value computed on the
 RM0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0537.degrees latitude (g = 980.6199 gals.).
 RM0537
 RM0537.The modeled gravity was interpolated from observed gravity values.
 RM0537
 RM0537;                    North         East    Units  Estimated Accuracy
 RM0537;SPC WI N     -   153,460.      503,810.      MT  (+/- 180 meters Scaled)
 RM0537
 RM0537                          SUPERSEDED SURVEY CONTROL
 RM0537
 RM0537.No superseded survey control is available for this station.
 RM0537
 RM0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM338555(NAD 83)
 RM0537_MARKER: I = METAL ROD
 RM0537_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RM0537_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RM0537_STAMPING: E 208 1982
 RM0537_MARK LOGO: NGS   
 RM0537_PROJECTION: RECESSED 3 CENTIMETERS
 RM0537_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RM0537+STABILITY: POSITION/ELEVATION WELL
 RM0537_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0537+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2004
 RM0537_ROD/PIPE-DEPTH: 9.8  meters
 RM0537_SLEEVE-DEPTH  : 6.0 meters
 RM0537
 RM0537  HISTORY     - Date     Condition        Report By
 RM0537  HISTORY     - 1982     MONUMENTED       NGS
 RM0537  HISTORY     - 20031102 GOOD             USPSQD
 RM0537  HISTORY     - 20041128 GOOD             USPSQD
 RM0537
 RM0537                          STATION DESCRIPTION
 RM0537
 RM0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0537'13.3 KM (8.25 MI) EAST FROM IRON RIVER.
 RM0537'13.3 KM (8.25 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF MAIN
 RM0537'STREET IN IRON RIVER, SET ON THE WEST SIDE OF A LARGE CHEQUAMEON
 RM0537'NATIONAL FOREST SIGN WITH A LARGE ROCK FOUNDATION, ALSO, 0.4 KM
 RM0537'(0.25 MI) WEST OF A WAYSIDE REST AREA ON THE SOUTH SIDE OF THE
 RM0537'HIGHWAY, 17.3 METERS (57.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 RM0537'2.9 METERS (9.5 FT) WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE
 RM0537'FOUNDATION FOR THE SIGN, 2.3 METERS (7.5 FT) NORTH-NORTHWEST OF THE
 RM0537'SOUTHWEST CORNER OF THE FOUNDATION, 2.0 METERS (6.5 FT) WEST-NORTHWEST
 RM0537'OF THE WEST FACE OF THE FOUNDATION.
 RM0537'THE MARK IS 8.2 METERS  SSW FROM A WITNESS POST.
 RM0537'THE MARK IS 0.9 M ABOVE HIGHWAY.
 RM0537
 RM0537                          STATION RECOVERY (2003)
 RM0537
 RM0537'RECOVERY NOTE BY US POWER SQUADRON 2003 (CLB)
 RM0537'RECOVERED IN GOOD CONDITION.
 RM0537
 RM0537                          STATION RECOVERY (2004)
 RM0537
 RM0537'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0537'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0501 ***********************************************************************
 RM0501  DESIGNATION -  E 209
 RM0501  PID         -  RM0501
 RM0501  STATE/COUNTY-  WI/DOUGLAS
 RM0501  USGS QUAD   -  POPLAR (1975)
 RM0501
 RM0501                         *CURRENT SURVEY CONTROL
 RM0501  ___________________________________________________________________
 RM0501* NAD 83(1986)-  46 35 45.     (N)    091 49 33.     (W)     SCALED    
 RM0501* NAVD 88     -       279.640  (meters)     917.45   (feet)  ADJUSTED  
 RM0501  ___________________________________________________________________
 RM0501  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 RM0501  DYNAMIC HT  -         279.671 (meters)     917.55  (feet)  COMP
 RM0501  MODELED GRAV-     980,719.4   (mgal)                       NAVD 88
 RM0501
 RM0501  VERT ORDER  -  FIRST     CLASS II
 RM0501
 RM0501.The horizontal coordinates were scaled from a topographic map and have
 RM0501.an estimated accuracy of +/- 6 seconds.
 RM0501
 RM0501.The orthometric height was determined by differential leveling
 RM0501.and adjusted by the National Geodetic Survey in June 1991..
 RM0501
 RM0501.The geoid height was determined by GEOID03.
 RM0501
 RM0501.The dynamic height is computed by dividing the NAVD 88
 RM0501.geopotential number by the normal gravity value computed on the
 RM0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0501.degrees latitude (g = 980.6199 gals.).
 RM0501
 RM0501.The modeled gravity was interpolated from observed gravity values.
 RM0501
 RM0501;                    North         East    Units  Estimated Accuracy
 RM0501;SPC WI N     -   160,460.      460,110.      MT  (+/- 180 meters Scaled)
 RM0501
 RM0501                          SUPERSEDED SURVEY CONTROL
 RM0501
 RM0501.No superseded survey control is available for this station.
 RM0501
 RM0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM899609(NAD 83)
 RM0501_MARKER: I = METAL ROD
 RM0501_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0501_SP_SET: STAINLESS STEEL ROD
 RM0501_STAMPING: E 209 1982
 RM0501_MARK LOGO: NGS   
 RM0501_PROJECTION: FLUSH
 RM0501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0501_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0501+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2004
 RM0501_ROD/PIPE-DEPTH: 7.3  meters
 RM0501
 RM0501  HISTORY     - Date     Condition        Report By
 RM0501  HISTORY     - 1982     MONUMENTED       NGS
 RM0501  HISTORY     - 20031030 GOOD             USPSQD
 RM0501  HISTORY     - 20041127 GOOD             USPSQD
 RM0501
 RM0501                          STATION DESCRIPTION
 RM0501
 RM0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0501'2.4 KM (1.5 MI) NW FROM POPLAR.
 RM0501'2.4 KM (1.5 MI) NORTHWEST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE IN
 RM0501'POPLAR, SET AT A ROAD JUNCTION, AT A LARGE POWERLINE POLE, 16.7 METERS
 RM0501'(55.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 16.7 METERS
 RM0501'(55.0 FT) NORTH OF THE NORTHEAST RAIL OF THE RAILROAD TRACKS,
 RM0501'9.1 METERS (30.0 FT) WEST-SOUTHWEST OF THE CENTER OF A GRAVEL ROAD,
 RM0501'AND 0.7 METER (2.5 FT) EAST-SOUTHEAST OF A POWERLINE POLE WITH 3 GUY
 RM0501'WIRES AND WITH LINES CROSSING THE HIGHWAY.
 RM0501'THE MARK IS 0.3 METERS  NNE FROM A WITNESS POST.
 RM0501'THE MARK IS 0.3 M ABOVE HIGHWAY.
 RM0501
 RM0501                          STATION RECOVERY (2003)
 RM0501
 RM0501'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0501'RECOVERED IN GOOD CONDITION.  NOTE-- THE ROAD JUNCTION REFERENCED IN
 RM0501'THE 1982 DESCRIPTION IS N. WEST LINE ROAD.  THE GRAVEL ROAD IS THE
 RM0501'DRIVEWAY TO --9202E--.
 RM0501
 RM0501                          STATION RECOVERY (2004)
 RM0501
 RM0501'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0501'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0067 ***********************************************************************
 PM0067  DESIGNATION -  E 21
 PM0067  PID         -  PM0067
 PM0067  STATE/COUNTY-  WI/DOOR
 PM0067  USGS QUAD   -  INSTITUTE (1981)
 PM0067
 PM0067                         *CURRENT SURVEY CONTROL
 PM0067  ___________________________________________________________________
 PM0067* NAD 83(1986)-  44 57 08.     (N)    087 20 12.     (W)     SCALED    
 PM0067* NAVD 88     -       223.953  (meters)     734.75   (feet)  ADJUSTED  
 PM0067  ___________________________________________________________________
 PM0067  GEOID HEIGHT-         -36.88  (meters)                     GEOID03
 PM0067  DYNAMIC HT  -         223.933 (meters)     734.69  (feet)  COMP
 PM0067  MODELED GRAV-     980,522.9   (mgal)                       NAVD 88
 PM0067
 PM0067  VERT ORDER  -  FIRST     CLASS II
 PM0067
 PM0067.The horizontal coordinates were scaled from a topographic map and have
 PM0067.an estimated accuracy of +/- 6 seconds.
 PM0067
 PM0067.The orthometric height was determined by differential leveling
 PM0067.and adjusted by the National Geodetic Survey in June 1991..
 PM0067
 PM0067.The geoid height was determined by GEOID03.
 PM0067
 PM0067.The dynamic height is computed by dividing the NAVD 88
 PM0067.geopotential number by the normal gravity value computed on the
 PM0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0067.degrees latitude (g = 980.6199 gals.).
 PM0067
 PM0067.The modeled gravity was interpolated from observed gravity values.
 PM0067
 PM0067;                    North         East    Units  Estimated Accuracy
 PM0067;SPC WI C     -   127,780.      810,120.      MT  (+/- 180 meters Scaled)
 PM0067
 PM0067                          SUPERSEDED SURVEY CONTROL
 PM0067
 PM0067  NGVD 29 (??/??/92)  223.983  (m)          734.85   (f) ADJ UNCH    1 2
 PM0067
 PM0067.Superseded values are not recommended for survey control.
 PM0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0067.See file dsdata.txt to determine how the superseded data were derived.
 PM0067
 PM0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ734776(NAD 83)
 PM0067_MARKER: DB = BENCH MARK DISK
 PM0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PM0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0067+STABILITY: SURFACE MOTION
 PM0067_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0067+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2005
 PM0067
 PM0067  HISTORY     - Date     Condition        Report By
 PM0067  HISTORY     - UNK      MONUMENTED       CGS
 PM0067  HISTORY     - 1934     GOOD             NGS
 PM0067  HISTORY     - 1987     GOOD             USPSQD
 PM0067  HISTORY     - 20050729 GOOD             WIDT
 PM0067
 PM0067                          STATION DESCRIPTION
 PM0067
 PM0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PM0067'8.8 MI N FROM STURGEON BAY.
 PM0067'8.8 MILES NORTH.  IN THE NORTHWEST CORNER OF THE CARLSVILLE
 PM0067'SCHOOL YARD.  45 FT. EAST OF HIGHWAY 42, 150 FT. NORTH OF COUNTY
 PM0067'ROAD I.  110 FT. SOUTH OF W. ERVINS GENERAL STORE.  GREEN BAY TO
 PM0067'ELLISON BAY, WIS.
 PM0067
 PM0067                          STATION RECOVERY (1987)
 PM0067
 PM0067'RECOVERY NOTE BY US POWER SQUADRON 1987 (AB)
 PM0067'RECOVERED IN GOOD CONDITION.
 PM0067
 PM0067                          STATION RECOVERY (2005)
 PM0067
 PM0067'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0067'RECOVERED IN GOOD CONDITION.  ADD--THE STATION IS 15.8 M NORTH OF A
 PM0067'SIGN FOR THE DOOR PENINSULA WINERY, 10.1 M NORTHWEST OF THE
 PM0067'NORTHWESTERLY MOST BUILDING CORNER OF THE DOOR PENINSULA WINERY, 10.1
 PM0067'M SOUTH OF THE CENTERLINE OF THE DRIVEWAY TO THE DOOR PENINSULA
 PM0067'WINERY, 3.6 M NORTH OF A 0.8 M DIAMETER MAPLE TREE,
 PM0067'3.5 M EAST OF THE BACK OF CURB ON THE EAST SIDE OF STATE HIGHWAY 42,
 PM0067'3.2 M SOUTH-SOUTHWEST OF A --FIRE NUMBER 5806 TOWN OF EGG HARBOR--
 PM0067'SIGN, 1.7 M WEST OF THE EDGE OF BLACKTOP TO THE PARKING LOT OF THE
 PM0067'DOOR PENINSULA WINERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0523 ***********************************************************************
 RM0523  DESIGNATION -  E 210
 RM0523  PID         -  RM0523
 RM0523  STATE/COUNTY-  WI/BAYFIELD
 RM0523  USGS QUAD   -  IRON LAKE (1984)
 RM0523
 RM0523                         *CURRENT SURVEY CONTROL
 RM0523  ___________________________________________________________________
 RM0523* NAD 83(1986)-  46 34 03.     (N)    091 27 22.     (W)     SCALED    
 RM0523* NAVD 88     -       341.907  (meters)    1121.74   (feet)  ADJUSTED  
 RM0523  ___________________________________________________________________
 RM0523  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 RM0523  DYNAMIC HT  -         341.928 (meters)    1121.81  (feet)  COMP
 RM0523  MODELED GRAV-     980,665.6   (mgal)                       NAVD 88
 RM0523
 RM0523  VERT ORDER  -  FIRST     CLASS II
 RM0523
 RM0523.The horizontal coordinates were scaled from a topographic map and have
 RM0523.an estimated accuracy of +/- 6 seconds.
 RM0523
 RM0523.The orthometric height was determined by differential leveling
 RM0523.and adjusted by the National Geodetic Survey in June 1991..
 RM0523
 RM0523.The geoid height was determined by GEOID03.
 RM0523
 RM0523.The dynamic height is computed by dividing the NAVD 88
 RM0523.geopotential number by the normal gravity value computed on the
 RM0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0523.degrees latitude (g = 980.6199 gals.).
 RM0523
 RM0523.The modeled gravity was interpolated from observed gravity values.
 RM0523
 RM0523;                    North         East    Units  Estimated Accuracy
 RM0523;SPC WI N     -   156,720.      488,370.      MT  (+/- 180 meters Scaled)
 RM0523
 RM0523                          SUPERSEDED SURVEY CONTROL
 RM0523
 RM0523.No superseded survey control is available for this station.
 RM0523
 RM0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM183582(NAD 83)
 RM0523_MARKER: I = METAL ROD
 RM0523_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0523_SP_SET: STAINLESS STEEL ROD
 RM0523_STAMPING: E 210 1982
 RM0523_MARK LOGO: NGS   
 RM0523_PROJECTION: FLUSH
 RM0523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0523_ROD/PIPE-DEPTH: 14.6 meters
 RM0523
 RM0523  HISTORY     - Date     Condition        Report By
 RM0523  HISTORY     - 1982     MONUMENTED       NGS
 RM0523  HISTORY     - 20031030 MARK NOT FOUND   USPSQD
 RM0523  HISTORY     - 20041214 MARK NOT FOUND   WIDT
 RM0523
 RM0523                          STATION DESCRIPTION
 RM0523
 RM0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0523'3.1 KM (1.95 MI) WEST FROM IRON RIVER.
 RM0523'3.1 KM (1.95 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF MAIN
 RM0523'STREET IN IRON RIVER, SET AT A WOODEN BUILDING USED BY THE GREEN TOP
 RM0523'RESTAURANT, 27.1 METERS (89.0 FT) SOUTH OF THE CENTERLINE OF THE
 RM0523'HIGHWAY, 11.5 METERS (38.0 FT) SOUTH-SOUTHEAST OF THE SOUTH EDGE OF
 RM0523'ROCK WALL AROUND A SIGN, 3.1 METERS (10.5 FT) WEST-NORTHWEST OF THE
 RM0523'MOST NORTHEAST CORNER OF THE BUILDING, 1.0 METER (3.5 FT) NORTH OF A
 RM0523'WALL, 1.3 METERS (4.5 FT) EAST OF A WALL.
 RM0523'THE MARK IS 3.0 M ABOVE HIGHWAY.
 RM0523
 RM0523                          STATION RECOVERY (2003)
 RM0523
 RM0523'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0523'NOT FOUND.  RESTAURANT AND SIGN WERE NOT FOUND.
 RM0523
 RM0523                          STATION RECOVERY (2004)
 RM0523
 RM0523'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 RM0523'THE STATION WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0456 ***********************************************************************
 RM0456  DESIGNATION -  E 211
 RM0456  PID         -  RM0456
 RM0456  STATE/COUNTY-  WI/IRON
 RM0456  USGS QUAD   -  IRONWOOD (1981)
 RM0456
 RM0456                         *CURRENT SURVEY CONTROL
 RM0456  ___________________________________________________________________
 RM0456* NAD 83(1986)-  46 25 22.     (N)    090 10 51.     (W)     SCALED    
 RM0456* NAVD 88     -       463.986  (meters)    1522.26   (feet)  ADJUSTED  
 RM0456  ___________________________________________________________________
 RM0456  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 RM0456  DYNAMIC HT  -         463.997 (meters)    1522.30  (feet)  COMP
 RM0456  MODELED GRAV-     980,624.4   (mgal)                       NAVD 88
 RM0456
 RM0456  VERT ORDER  -  FIRST     CLASS II
 RM0456
 RM0456.The horizontal coordinates were scaled from a topographic map and have
 RM0456.an estimated accuracy of +/- 6 seconds.
 RM0456
 RM0456.The orthometric height was determined by differential leveling
 RM0456.and adjusted by the National Geodetic Survey in June 1991..
 RM0456
 RM0456.The geoid height was determined by GEOID03.
 RM0456
 RM0456.The dynamic height is computed by dividing the NAVD 88
 RM0456.geopotential number by the normal gravity value computed on the
 RM0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0456.degrees latitude (g = 980.6199 gals.).
 RM0456
 RM0456.The modeled gravity was interpolated from observed gravity values.
 RM0456
 RM0456;                    North         East    Units  Estimated Accuracy
 RM0456;SPC WI N     -   139,630.      586,100.      MT  (+/- 180 meters Scaled)
 RM0456
 RM0456                          SUPERSEDED SURVEY CONTROL
 RM0456
 RM0456.No superseded survey control is available for this station.
 RM0456
 RM0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM166448(NAD 83)
 RM0456_MARKER: DB = BENCH MARK DISK
 RM0456_SETTING: 66 = SET IN ROCK OUTCROP
 RM0456_SP_SET: ROCK OUTCROP
 RM0456_STAMPING: E 211 1982
 RM0456_MARK LOGO: NGS   
 RM0456_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RM0456+STABILITY: POSITION/ELEVATION WELL
 RM0456_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0456+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 RM0456
 RM0456  HISTORY     - Date     Condition        Report By
 RM0456  HISTORY     - 1982     MONUMENTED       NGS
 RM0456  HISTORY     - 1990     GOOD             USPSQD
 RM0456  HISTORY     - 20030502 GOOD             USPSQD
 RM0456  HISTORY     - 20041124 GOOD             USPSQD
 RM0456  HISTORY     - 20050901 GOOD             WIDT
 RM0456
 RM0456                          STATION DESCRIPTION
 RM0456
 RM0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0456'3.0 KM (1.9 MI) SOUTH FROM HURLEY.
 RM0456'3.0 KM (1.9 MI) SOUTH ALONG U.S. HIGHWAY 51 FROM THE JUNCTION OF STATE
 RM0456'HIGHWAY 77 IN HURLEY, SET HORIZIONALLY IN OUTCROP ON THE EAST SIDE OF
 RM0456'THE HIGHWAY AND ABOUT 0.2 KM (0.1 MI) NORTH OF A GRAVEL ROAD LEADING
 RM0456'EAST, AND 13.8 METERS (45.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 RM0456'THE MARK IS 2.5 METERS  N FROM A WITNESS POST.
 RM0456'THE MARK IS 0.3 M ABOVE HIGHWAY.
 RM0456
 RM0456                          STATION RECOVERY (1990)
 RM0456
 RM0456'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 RM0456'RECOVERED IN GOOD CONDITION.
 RM0456
 RM0456                          STATION RECOVERY (2003)
 RM0456
 RM0456'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0456'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.2 MILE NORTH OF
 RM0456'SPRUCE ROAD, 0.05 MILE NORTH OF THE DRIVEWAY TO THE RESIDENCE AT
 RM0456'12364N HWY 51, 8 FEET NORTH OF AN ORANGE WITNESS POST AND IS SET IN
 RM0456'THE SOUTHERNMOST ROCK OF SEVERAL.  TREES MAY OBSTRUCT SATELLITE
 RM0456'OBSERVATIONS.
 RM0456
 RM0456                          STATION RECOVERY (2004)
 RM0456
 RM0456'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0456'RECOVERED IN GOOD CONDITION.
 RM0456
 RM0456                          STATION RECOVERY (2005)
 RM0456
 RM0456'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RM0456'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0483 ***********************************************************************
 RM0483  DESIGNATION -  E 212
 RM0483  PID         -  RM0483
 RM0483  STATE/COUNTY-  WI/IRON
 RM0483  USGS QUAD   -  MERCER (1981)
 RM0483
 RM0483                         *CURRENT SURVEY CONTROL
 RM0483  ___________________________________________________________________
 RM0483* NAD 83(1986)-  46 08 19.     (N)    090 01 34.     (W)     SCALED    
 RM0483* NAVD 88     -       485.830  (meters)    1593.93   (feet)  ADJUSTED  
 RM0483  ___________________________________________________________________
 RM0483  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 RM0483  DYNAMIC HT  -         485.827 (meters)    1593.92  (feet)  COMP
 RM0483  MODELED GRAV-     980,592.0   (mgal)                       NAVD 88
 RM0483
 RM0483  VERT ORDER  -  FIRST     CLASS II
 RM0483
 RM0483.The horizontal coordinates were scaled from a topographic map and have
 RM0483.an estimated accuracy of +/- 6 seconds.
 RM0483
 RM0483.The orthometric height was determined by differential leveling
 RM0483.and adjusted by the National Geodetic Survey in June 1991..
 RM0483
 RM0483.The geoid height was determined by GEOID03.
 RM0483
 RM0483.The dynamic height is computed by dividing the NAVD 88
 RM0483.geopotential number by the normal gravity value computed on the
 RM0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0483.degrees latitude (g = 980.6199 gals.).
 RM0483
 RM0483.The modeled gravity was interpolated from observed gravity values.
 RM0483
 RM0483;                    North         East    Units  Estimated Accuracy
 RM0483;SPC WI N     -   108,030.      597,980.      MT  (+/- 180 meters Scaled)
 RM0483
 RM0483                          SUPERSEDED SURVEY CONTROL
 RM0483
 RM0483.No superseded survey control is available for this station.
 RM0483
 RM0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM296137(NAD 83)
 RM0483_MARKER: I = METAL ROD
 RM0483_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0483_SP_SET: STAINLESS STEEL ROD
 RM0483_STAMPING: E 212 1982
 RM0483_MARK LOGO: NGS   
 RM0483_PROJECTION: FLUSH
 RM0483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0483_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0483+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2005
 RM0483_ROD/PIPE-DEPTH: 14.6 meters
 RM0483
 RM0483  HISTORY     - Date     Condition        Report By
 RM0483  HISTORY     - 1982     MONUMENTED       NGS
 RM0483  HISTORY     - 1990     GOOD             USPSQD
 RM0483  HISTORY     - 20021128 GOOD             USPSQD
 RM0483  HISTORY     - 20040311 GOOD             USPSQD
 RM0483  HISTORY     - 20050913 GOOD             WIDT
 RM0483
 RM0483                          STATION DESCRIPTION
 RM0483
 RM0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0483'4.4 KM (2.75 MI) SE FROM MERCER.
 RM0483'4.4 KM (2.75 MI) SOUTHEAST ALONG U.S. HIGHWAY 51 FROM THE JUNCTION OF
 RM0483'STATE ROUTE J LEADING EAST IN MERCER, TO A EASTERLY CURVE IN THE
 RM0483'HIGHWAY AND THE MARK ON THE LEFT, 31.4 METERS (103.0 FT)
 RM0483'EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 0.9 METER
 RM0483'(3.0 FT) SOUTH-SOUTHEAST OF A WOODEN RIGHT OF WAY POST.
 RM0483'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 RM0483'THE MARK IS 0.3 M BELOW HIGHWAY.
 RM0483
 RM0483                          STATION RECOVERY (1990)
 RM0483
 RM0483'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 RM0483'RECOVERED IN GOOD CONDITION.
 RM0483
 RM0483                          STATION RECOVERY (2002)
 RM0483
 RM0483'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 RM0483'RECOVERED IN GOOD CONDITION. THE WOODEN RIGHT-OF-WAY POST IS NOT
 RM0483'PRESENT.  THE STATION IS AMONGST TREES HIGHER THAN 15 DEGREES ABOVE
 RM0483'THE HORIZON.  NOTE--ACCESS TO POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 RM0483
 RM0483                          STATION RECOVERY (2004)
 RM0483
 RM0483'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0483'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 0.3 MILE
 RM0483'NORTHWEST OF MURRAY LANDING ROAD AND ABOUT 0.25 MILE SOUTH OF SAARINO
 RM0483'ROAD.
 RM0483
 RM0483                          STATION RECOVERY (2005)
 RM0483
 RM0483'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RM0483'RECOVERED IN GOOD CONDITION. -NOTE-REMAINS OF RIGHT-OF-WAY POST IS
 RM0483'LYING ON THE GROUND TO THE NORTH OF THE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0554 ***********************************************************************
 RM0554  DESIGNATION -  E 213
 RM0554  PID         -  RM0554
 RM0554  STATE/COUNTY-  WI/BAYFIELD
 RM0554  USGS QUAD   -  MOQUAH (1975)
 RM0554
 RM0554                         *CURRENT SURVEY CONTROL
 RM0554  ___________________________________________________________________
 RM0554* NAD 83(1986)-  46 33 34.     (N)    091 00 39.     (W)     SCALED    
 RM0554* NAVD 88     -       236.157  (meters)     774.79   (feet)  ADJUSTED  
 RM0554  ___________________________________________________________________
 RM0554  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 RM0554  DYNAMIC HT  -         236.162 (meters)     774.81  (feet)  COMP
 RM0554  MODELED GRAV-     980,629.1   (mgal)                       NAVD 88
 RM0554
 RM0554  VERT ORDER  -  FIRST     CLASS II
 RM0554
 RM0554.The horizontal coordinates were scaled from a topographic map and have
 RM0554.an estimated accuracy of +/- 6 seconds.
 RM0554
 RM0554.The orthometric height was determined by differential leveling
 RM0554.and adjusted by the National Geodetic Survey in June 1991..
 RM0554
 RM0554.The geoid height was determined by GEOID03.
 RM0554
 RM0554.The dynamic height is computed by dividing the NAVD 88
 RM0554.geopotential number by the normal gravity value computed on the
 RM0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0554.degrees latitude (g = 980.6199 gals.).
 RM0554
 RM0554.The modeled gravity was interpolated from observed gravity values.
 RM0554
 RM0554;                    North         East    Units  Estimated Accuracy
 RM0554;SPC WI N     -   155,300.      522,500.      MT  (+/- 180 meters Scaled)
 RM0554
 RM0554                          SUPERSEDED SURVEY CONTROL
 RM0554
 RM0554.No superseded survey control is available for this station.
 RM0554
 RM0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM524581(NAD 83)
 RM0554_MARKER: I = METAL ROD
 RM0554_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0554_SP_SET: STAINLESS STEEL ROD
 RM0554_STAMPING: E 213 1982
 RM0554_MARK LOGO: NGS   
 RM0554_PROJECTION: FLUSH
 RM0554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0554_ROD/PIPE-DEPTH: 7.0  meters
 RM0554
 RM0554  HISTORY     - Date     Condition        Report By
 RM0554  HISTORY     - 1982     MONUMENTED       NGS
 RM0554  HISTORY     - 20041209 MARK NOT FOUND   WIDT
 RM0554
 RM0554                          STATION DESCRIPTION
 RM0554
 RM0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0554'11.3 KM (7.05 MI) WEST FROM ASHLAND.
 RM0554'11.3 KM (7.95 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE COURTHOUSE IN
 RM0554'ASHLAND, SET AT A ROAD JUNCTION (COLBY ROAD), 20.1 METERS (68.0 FT)
 RM0554'EAST-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 20.1 METERS (68.0 FT)
 RM0554'EAST-NORTHEAST OF THE CENTER OF A BLACKTOP ROAD (COLBY ROAD).  NOTE,
 RM0554'THE ROD WAS DRIVEN TO REFUSAL.
 RM0554'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 RM0554'THE MARK IS 0.9 M BELOW HIGHWAY.
 RM0554
 RM0554                          STATION RECOVERY (2004)
 RM0554
 RM0554'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 RM0554'THE STATION WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0586 ***********************************************************************
 RM0586  DESIGNATION -  E 214
 RM0586  PID         -  RM0586
 RM0586  STATE/COUNTY-  WI/ASHLAND
 RM0586  USGS QUAD   -  CEDAR (1975)
 RM0586
 RM0586                         *CURRENT SURVEY CONTROL
 RM0586  ___________________________________________________________________
 RM0586* NAD 83(1986)-  46 31 56.     (N)    090 33 54.     (W)     SCALED    
 RM0586* NAVD 88     -       276.706  (meters)     907.83   (feet)  ADJUSTED  
 RM0586  ___________________________________________________________________
 RM0586  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 RM0586  DYNAMIC HT  -         276.717 (meters)     907.86  (feet)  COMP
 RM0586  MODELED GRAV-     980,647.9   (mgal)                       NAVD 88
 RM0586
 RM0586  VERT ORDER  -  FIRST     CLASS II
 RM0586
 RM0586.The horizontal coordinates were scaled from a topographic map and have
 RM0586.an estimated accuracy of +/- 6 seconds.
 RM0586
 RM0586.The orthometric height was determined by differential leveling
 RM0586.and adjusted by the National Geodetic Survey in June 1991..
 RM0586
 RM0586.The geoid height was determined by GEOID03.
 RM0586
 RM0586.The dynamic height is computed by dividing the NAVD 88
 RM0586.geopotential number by the normal gravity value computed on the
 RM0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0586.degrees latitude (g = 980.6199 gals.).
 RM0586
 RM0586.The modeled gravity was interpolated from observed gravity values.
 RM0586
 RM0586;                    North         East    Units  Estimated Accuracy
 RM0586;SPC WI N     -   151,930.      556,660.      MT  (+/- 180 meters Scaled)
 RM0586
 RM0586                          SUPERSEDED SURVEY CONTROL
 RM0586
 RM0586.No superseded survey control is available for this station.
 RM0586
 RM0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM867560(NAD 83)
 RM0586_MARKER: I = METAL ROD
 RM0586_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0586_SP_SET: STAINLESS STEEL ROD
 RM0586_STAMPING: E 214 1982
 RM0586_MARK LOGO: NGS   
 RM0586_PROJECTION: FLUSH
 RM0586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0586_ROD/PIPE-DEPTH: 10.9 meters
 RM0586
 RM0586  HISTORY     - Date     Condition        Report By
 RM0586  HISTORY     - 1982     MONUMENTED       NGS
 RM0586  HISTORY     - 19970626 GOOD             USPSQD
 RM0586  HISTORY     - 20020616 GOOD             USPSQD
 RM0586
 RM0586                          STATION DESCRIPTION
 RM0586
 RM0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0586'13.9 KM (8.65 MI) SE FROM ODANAH.
 RM0586'13.9 KM (8.65 MI) SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 RM0586'COUNTY ROAD A IN ODANAH, SET AT A POWERLINE POLE, NEAR A PRIVATE
 RM0586'DRIVE, ALSO, 13.0 KM (8.1 MI) NORTHWEST ALONG U.S. HIGHWAY 2 FROM THE
 RM0586'JUNCTION OF STATE HIGHWAY 122 JUST NORTH OF SAXON, 32.3 METERS
 RM0586'(106.0 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 RM0586'27.1 METERS (89.0 FT) SOUTH-SOUTHEAST OF THE CENTER OF A PRIVATE DRIVE
 RM0586'LEADING TO A HOUSE, AND 5.2 METERS (17.0 FT) SOUTH-SOUTHWEST OF
 RM0586'POWERLINE POLE NUMBER 17.
 RM0586'THE MARK IS 0.3 METERS  NNE FROM A WITNESS POST.
 RM0586'THE MARK IS 1.0 M BELOW HIGHWAY.
 RM0586
 RM0586                          STATION RECOVERY (1997)
 RM0586
 RM0586'RECOVERY NOTE BY US POWER SQUADRON 1997
 RM0586'RECOVERED IN GOOD CONDITION.
 RM0586
 RM0586                          STATION RECOVERY (2002)
 RM0586
 RM0586'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0586'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0462 ***********************************************************************
 QM0462  DESIGNATION -  E 216
 QM0462  PID         -  QM0462
 QM0462  STATE/COUNTY-  WI/VILAS
 QM0462  USGS QUAD   -  WOODRUFF (1982)
 QM0462
 QM0462                         *CURRENT SURVEY CONTROL
 QM0462  ___________________________________________________________________
 QM0462* NAD 83(1986)-  45 55 26.     (N)    089 41 47.     (W)     SCALED    
 QM0462* NAVD 88     -       499.186  (meters)    1637.75   (feet)  ADJUSTED  
 QM0462  ___________________________________________________________________
 QM0462  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 QM0462  DYNAMIC HT  -         499.166 (meters)    1637.68  (feet)  COMP
 QM0462  MODELED GRAV-     980,557.7   (mgal)                       NAVD 88
 QM0462
 QM0462  VERT ORDER  -  FIRST     CLASS II
 QM0462
 QM0462.The horizontal coordinates were scaled from a topographic map and have
 QM0462.an estimated accuracy of +/- 6 seconds.
 QM0462
 QM0462.The orthometric height was determined by differential leveling
 QM0462.and adjusted by the National Geodetic Survey in June 1991..
 QM0462
 QM0462.The geoid height was determined by GEOID03.
 QM0462
 QM0462.The dynamic height is computed by dividing the NAVD 88
 QM0462.geopotential number by the normal gravity value computed on the
 QM0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0462.degrees latitude (g = 980.6199 gals.).
 QM0462
 QM0462.The modeled gravity was interpolated from observed gravity values.
 QM0462
 QM0462;                    North         East    Units  Estimated Accuracy
 QM0462;SPC WI N     -    84,210.      623,550.      MT  (+/- 180 meters Scaled)
 QM0462
 QM0462                          SUPERSEDED SURVEY CONTROL
 QM0462
 QM0462.No superseded survey control is available for this station.
 QM0462
 QM0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR909891(NAD 83)
 QM0462_MARKER: I = METAL ROD
 QM0462_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QM0462_SP_SET: STAINLESS STEEL ROD
 QM0462_STAMPING: E 216 1982
 QM0462_MARK LOGO: NGS   
 QM0462_PROJECTION: FLUSH
 QM0462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0462_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0462+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2005
 QM0462_ROD/PIPE-DEPTH: 14.3 meters
 QM0462
 QM0462  HISTORY     - Date     Condition        Report By
 QM0462  HISTORY     - 1982     MONUMENTED       NGS
 QM0462  HISTORY     - 20010806 GOOD             USPSQD
 QM0462  HISTORY     - 20030418 GOOD             USPSQD
 QM0462  HISTORY     - 20040904 GOOD             USPSQD
 QM0462  HISTORY     - 20050921 GOOD             WIDT
 QM0462
 QM0462                          STATION DESCRIPTION
 QM0462
 QM0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QM0462'3.0 KM (1.9 MI) NORTH FROM WOODRUFF.
 QM0462'3.0 KM (1.9 MI) NORTH ALONG U.S. HIGHWAY 51 FROM THE JUNCTION OF STATE
 QM0462'HIGHWAY 47 IN WOODRUFF, SET IN THE LAWN AT THE NORTHEAST CORNER OF THE
 QM0462'MURPHYS WAREHOUSE SALES INC., ALSO 0.4 KM (0.25 MI) SOUTH OF AIRPORT
 QM0462'ROAD, 35.9 METERS (118.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 QM0462'19.9 METERS (65.5 FT) NORTH-NORTHWEST OF A POWERLINE POLE WITH A
 QM0462'TRANSFORMER AND A STREET LIGHT, 10.0 METERS (33.0 FT) NORTHEAST OF THE
 QM0462'NORTHWEST CORNER OF THE BUILDING, AND 2.6 METERS (8.5 FT) NORTH OF THE
 QM0462'NORTHEAST CORNER.
 QM0462'THE MARK IS 0.46 METERS  E FROM A WITNESS POST.
 QM0462'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 QM0462
 QM0462                          STATION RECOVERY (2001)
 QM0462
 QM0462'RECOVERY NOTE BY US POWER SQUADRON 2001 (DS)
 QM0462'RECOVERED IN GOOD CONDITION.
 QM0462
 QM0462                          STATION RECOVERY (2003)
 QM0462
 QM0462'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 QM0462'RECOVERED IN GOOD CONDITION. ADD-- THE STATION IS 4.75 FEET SOUTHWEST
 QM0462'OF THE WESTERN-MOST LEG OF THREE OF THE 'MURPHY'S FURNITURE' SIGN.
 QM0462'OBSTRUCTIONS ABOVE 15 DEGREES RESTRICT SATELLITE OBSERVATIONS.
 QM0462
 QM0462                          STATION RECOVERY (2004)
 QM0462
 QM0462'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0462'RECOVERED IN GOOD CONDITION.
 QM0462
 QM0462                          STATION RECOVERY (2005)
 QM0462
 QM0462'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0462'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0754 ***********************************************************************
 PN0754  DESIGNATION -  E 218
 PN0754  PID         -  PN0754
 PN0754  STATE/COUNTY-  WI/WAUPACA
 PN0754  USGS QUAD   -  WAUPACA (1992)
 PN0754
 PN0754                         *CURRENT SURVEY CONTROL
 PN0754  ___________________________________________________________________
 PN0754* NAD 83(1986)-  44 21 06.     (N)    089 03 24.     (W)     SCALED    
 PN0754* NAVD 88     -       255.381  (meters)     837.86   (feet)  ADJUSTED  
 PN0754  ___________________________________________________________________
 PN0754  GEOID HEIGHT-         -36.35  (meters)                     GEOID03
 PN0754  DYNAMIC HT  -         255.336 (meters)     837.71  (feet)  COMP
 PN0754  MODELED GRAV-     980,437.8   (mgal)                       NAVD 88
 PN0754
 PN0754  VERT ORDER  -  FIRST     CLASS II
 PN0754
 PN0754.The horizontal coordinates were scaled from a topographic map and have
 PN0754.an estimated accuracy of +/- 6 seconds.
 PN0754
 PN0754.The orthometric height was determined by differential leveling
 PN0754.and adjusted by the National Geodetic Survey in June 1991..
 PN0754
 PN0754.The geoid height was determined by GEOID03.
 PN0754
 PN0754.The dynamic height is computed by dividing the NAVD 88
 PN0754.geopotential number by the normal gravity value computed on the
 PN0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0754.degrees latitude (g = 980.6199 gals.).
 PN0754
 PN0754.The modeled gravity was interpolated from observed gravity values.
 PN0754
 PN0754;                    North         East    Units  Estimated Accuracy
 PN0754;SPC WI C     -    58,030.      675,210.      MT  (+/- 180 meters Scaled)
 PN0754
 PN0754                          SUPERSEDED SURVEY CONTROL
 PN0754
 PN0754.No superseded survey control is available for this station.
 PN0754
 PN0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ360129(NAD 83)
 PN0754_MARKER: I = METAL ROD
 PN0754_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0754_SP_SET: STAINLESS STEEL ROD
 PN0754_STAMPING: E 218 1985
 PN0754_MARK LOGO: NGS   
 PN0754_PROJECTION: FLUSH
 PN0754_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0754_ROD/PIPE-DEPTH: 12.2 meters
 PN0754
 PN0754  HISTORY     - Date     Condition        Report By
 PN0754  HISTORY     - 1985     MONUMENTED       NGS
 PN0754  HISTORY     - 20021223 MARK NOT FOUND   USPSQD
 PN0754  HISTORY     - 20040328 MARK NOT FOUND   USPSQD
 PN0754
 PN0754                          STATION DESCRIPTION
 PN0754
 PN0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0754'2.5 KM (1.55 MI) EAST FROM WAUPACA.
 PN0754'2.5 KM (1.15 MI) EASTERLY ALONG STATE HIGHWAY 54 FROM THE POST OFFICE
 PN0754'IN WAPACA, 47.5 M (155.8 FT) WEST OF THE CENTER OF LAWSON DRIVE, 17.3
 PN0754'M (56.8 FT) EAST OF THE CENTER OF THE EAST ENTRANCE TO THE WENT FORD
 PN0754'MOTOR COMPANY, 16.3 M (53.5 FT) SOUTH OF THE CENTERLINE OF THE
 PN0754'HIGHWAY, 9.7 M (31.8 FT) SOUTHWEST OF UTILITY POLE NUMBER  221228LR
 PN0754'WITH 3 GUY WIRES, AND 1.1 M (3.6 FT) EAST OF A UTILITY POLE.
 PN0754'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PN0754'THE MARK IS 1.1 METERS  E FROM  A WITNESS POST
 PN0754'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 PN0754
 PN0754                          STATION RECOVERY (2002)
 PN0754
 PN0754'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0754'NOT FOUND. UTILITY POLES HAVE BEEN RELOCATED.  UTILITY POLE 221228LR
 PN0754'IS NUMBERED 221228L9 WITH ONE GUY WIRE BUT IN A DIFFERENT LOCATION.
 PN0754'THE FORD DEALERSHIP IS NOW RACETTE FORD.  AN ORANGE WITNESS POST WAS
 PN0754'FOUND AT THE SOUTHERN CURB OF HIGHWAY 54.
 PN0754
 PN0754                          STATION RECOVERY (2004)
 PN0754
 PN0754'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN0754'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0726 ***********************************************************************
 PN0726  DESIGNATION -  E 219
 PN0726  PID         -  PN0726
 PN0726  STATE/COUNTY-  WI/OUTAGAMIE
 PN0726  USGS QUAD   -  BLACK CREEK (1992)
 PN0726
 PN0726                         *CURRENT SURVEY CONTROL
 PN0726  ___________________________________________________________________
 PN0726* NAD 83(1986)-  44 28 38.     (N)    088 28 14.     (W)     SCALED    
 PN0726* NAVD 88     -       241.160  (meters)     791.21   (feet)  ADJUSTED  
 PN0726  ___________________________________________________________________
 PN0726  GEOID HEIGHT-         -36.25  (meters)                     GEOID03
 PN0726  DYNAMIC HT  -         241.125 (meters)     791.09  (feet)  COMP
 PN0726  MODELED GRAV-     980,467.5   (mgal)                       NAVD 88
 PN0726
 PN0726  VERT ORDER  -  FIRST     CLASS II
 PN0726
 PN0726.The horizontal coordinates were scaled from a topographic map and have
 PN0726.an estimated accuracy of +/- 6 seconds.
 PN0726
 PN0726.The orthometric height was determined by differential leveling
 PN0726.and adjusted by the National Geodetic Survey in June 1991..
 PN0726
 PN0726.The geoid height was determined by GEOID03.
 PN0726
 PN0726.The dynamic height is computed by dividing the NAVD 88
 PN0726.geopotential number by the normal gravity value computed on the
 PN0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0726.degrees latitude (g = 980.6199 gals.).
 PN0726
 PN0726.The modeled gravity was interpolated from observed gravity values.
 PN0726
 PN0726;                    North         East    Units  Estimated Accuracy
 PN0726;SPC WI C     -    72,690.      721,670.      MT  (+/- 180 meters Scaled)
 PN0726
 PN0726                          SUPERSEDED SURVEY CONTROL
 PN0726
 PN0726.No superseded survey control is available for this station.
 PN0726
 PN0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ830259(NAD 83)
 PN0726_MARKER: F = FLANGE-ENCASED ROD
 PN0726_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0726_SP_SET: STAINLESS STEEL ROD
 PN0726_STAMPING: E 219 1985
 PN0726_MARK LOGO: NGS   
 PN0726_PROJECTION: FLUSH
 PN0726_MAGNETIC: I = MARKER IS A STEEL ROD
 PN0726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0726_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0726+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2005
 PN0726_ROD/PIPE-DEPTH: 4.3  meters
 PN0726
 PN0726  HISTORY     - Date     Condition        Report By
 PN0726  HISTORY     - 1985     MONUMENTED       NGS
 PN0726  HISTORY     - 20001228 GOOD             WIDT
 PN0726  HISTORY     - 20011103 GOOD             USPSQD
 PN0726  HISTORY     - 20030611 GOOD             USPSQD
 PN0726  HISTORY     - 20050713 GOOD             WIDT
 PN0726
 PN0726                          STATION DESCRIPTION
 PN0726
 PN0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0726'32.8 KM (20.4 MI) WEST FROM GREEN BAY.
 PN0726'32.8 KM (20.4 MI) WESTERLY ALONG STATE HIGHWAY 54 FROM ITS JUNCTION
 PN0726'WITH U.S. HIGHWAY 41 IN GREEN BAY, 28.2 M (92.5 FT) NORTH OF THE
 PN0726'CENTERLINE OF THE HIGHWAY, 20.0 M (65.6 FT) WEST OF THE CENTER OF
 PN0726'STATE ROAD, AND 1.0 M (3.3 FT) WEST OF UTILITY POLE NUMBER
 PN0726'40-5-75-1487.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 PN0726'LOGO CAP.
 PN0726'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 PN0726'THE MARK IS 0.8 M ABOVE THE HIGHWAY.
 PN0726
 PN0726                          STATION RECOVERY (2000)
 PN0726
 PN0726'RECOVERY NOTE BY WI DEPT OF TRANSP 2000 (DJH)
 PN0726'THE STATION IS LOCATED ABOUT 37 KM WEST OF GREEN BAY, 9 KM NORTHEAST
 PN0726'OF SHIOCTON AND 2 KM WEST OF BLACK CREEK.  OWNERSHIP--WISCONSIN
 PN0726'DEPARTMENT OF TRANSPORTATION. TO REACH THE STATION FROM THE JUNCTION
 PN0726'OF STATE HIGHWAY 47 WITH STATE HIGHWAY 54 IN THE VILLAGE OF BLACK
 PN0726'CREEK, GO WEST ON STATE HIGHWAY 54 FOR 1.4 KM TO STATE ROAD AND THE
 PN0726'STATION ON THE RIGHT.  THE STATION IS LOCATED IN THE NORTHWEST
 PN0726'QUADRANT OF THE INTERSECTION.  THE STATION IS STAINLESS STEEL ROD
 PN0726'WITH A 13-CM LOGO CAP SET ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 PN0726'STATION IS 28.5 M NORTH OF THE CENTERLINE OF STATE HIGHWAY 54, 20.0 M
 PN0726'WEST OF THE CENTERLINE OF STATE ROAD, 17.8 M NORTHWEST OF A WOOD POST
 PN0726'FOR A --STOP-- SIGN, 5 M SOUTHEAST OF A CULTIVATED FIELD, 1.0 M WEST
 PN0726'OF  POWER POLE --40-5 75-1487--, AND 0.3 M EAST OF A ORANGE
 PN0726'FIBERGLASS WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE
 PN0726'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON
 PN0726'EXCEPT FOR A POWER POLE TO THE EAST EXTENDING TO 90 DEGREES.
 PN0726
 PN0726                          STATION RECOVERY (2001)
 PN0726
 PN0726'RECOVERY NOTE BY US POWER SQUADRON 2001 (JMK)
 PN0726'RECOVERED IN GOOD CONDITION.
 PN0726
 PN0726                          STATION RECOVERY (2003)
 PN0726
 PN0726'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0726'RECOVERED IN GOOD CONDITION.  NOTE-- THE COVER TO THE STATION IS
 PN0726'MISSING.  THE POWER POLE HAS ONE GUY WIRE AND HAS WIRES CROSSING OVER
 PN0726'HIGHWAY 54 AND OVER STATE ROAD.
 PN0726
 PN0726                          STATION RECOVERY (2005)
 PN0726
 PN0726'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PN0726'RECOVERED IN GOOD CONDITION.  NOTE-- THE HINGE OF THE LOGO COVER IS
 PN0726'BROKEN AND THE COVER IS NOT PRESENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0031 ***********************************************************************
 PN0031  DESIGNATION -  E 22
 PN0031  PID         -  PN0031
 PN0031  STATE/COUNTY-  WI/SHAWANO
 PN0031  USGS QUAD   -  BONDUEL (1974)
 PN0031
 PN0031                         *CURRENT SURVEY CONTROL
 PN0031  ___________________________________________________________________
 PN0031* NAD 83(1986)-  44 44 56.     (N)    088 27 32.     (W)     SCALED    
 PN0031* NAVD 88     -       268.580  (meters)     881.17   (feet)  ADJUSTED  
 PN0031  ___________________________________________________________________
 PN0031  GEOID HEIGHT-         -36.10  (meters)                     GEOID03
 PN0031  DYNAMIC HT  -         268.547 (meters)     881.06  (feet)  COMP
 PN0031  MODELED GRAV-     980,486.7   (mgal)                       NAVD 88
 PN0031
 PN0031  VERT ORDER  -  SECOND    CLASS 0
 PN0031
 PN0031.The horizontal coordinates were scaled from a topographic map and have
 PN0031.an estimated accuracy of +/- 6 seconds.
 PN0031
 PN0031.The orthometric height was determined by differential leveling
 PN0031.and adjusted by the National Geodetic Survey in June 1991..
 PN0031
 PN0031.The geoid height was determined by GEOID03.
 PN0031
 PN0031.The dynamic height is computed by dividing the NAVD 88
 PN0031.geopotential number by the normal gravity value computed on the
 PN0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0031.degrees latitude (g = 980.6199 gals.).
 PN0031
 PN0031.The modeled gravity was interpolated from observed gravity values.
 PN0031
 PN0031;                    North         East    Units  Estimated Accuracy
 PN0031;SPC WI C     -   102,890.      722,030.      MT  (+/- 180 meters Scaled)
 PN0031
 PN0031                          SUPERSEDED SURVEY CONTROL
 PN0031
 PN0031  NGVD 29 (??/??/92)  268.592  (m)          881.21   (f) ADJ UNCH    2 0
 PN0031
 PN0031.Superseded values are not recommended for survey control.
 PN0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0031.See file dsdata.txt to determine how the superseded data were derived.
 PN0031
 PN0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ845560(NAD 83)
 PN0031_MARKER: DB = BENCH MARK DISK
 PN0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0031+STABILITY: SURFACE MOTION
 PN0031
 PN0031  HISTORY     - Date     Condition        Report By
 PN0031  HISTORY     - UNK      MONUMENTED       CGS
 PN0031  HISTORY     - 1934     GOOD             NGS
 PN0031  HISTORY     - 20040424 MARK NOT FOUND   JCLS
 PN0031  HISTORY     - 20050621 MARK NOT FOUND   WIDT
 PN0031
 PN0031                          STATION DESCRIPTION
 PN0031
 PN0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PN0031'AT BONDUEL STATION.
 PN0031'ALONG CHICAGO AND NORTH-WESTERN RY., 0.4 MILE W. OF MP 29 AND
 PN0031'100 YDS. SE. OF BONDUEL STATION.  MARK IS AT FENCE, 15 YDS. W.
 PN0031'OF CENTERLINE OF TRACK, 20 YDS. S. OF CENTERLINE OF CROSS-ROAD
 PN0031'AND 1 YD. S. OF CORNER FENCE POST.
 PN0031
 PN0031                          STATION RECOVERY (2004)
 PN0031
 PN0031'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 PN0031'MARK NOT FOUND.
 PN0031
 PN0031                          STATION RECOVERY (2005)
 PN0031
 PN0031'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0031'NOT FOUND. ADD--MEASURED DISTANCES FROM THE CROSSING AND THE CROSSROAD
 PN0031'BUT RECOVERED NO EVIDENCE OF THE MONUMENT OR THE FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0770 ***********************************************************************
 PN0770  DESIGNATION -  E 220
 PN0770  PID         -  PN0770
 PN0770  STATE/COUNTY-  WI/PORTAGE
 PN0770  USGS QUAD   -  BLAINE (1969)
 PN0770
 PN0770                         *CURRENT SURVEY CONTROL
 PN0770  ___________________________________________________________________
 PN0770* NAD 83(1986)-  44 22 08.     (N)    089 22 03.     (W)     SCALED    
 PN0770* NAVD 88     -       355.502  (meters)    1166.34   (feet)  ADJUSTED  
 PN0770  ___________________________________________________________________
 PN0770  GEOID HEIGHT-         -36.05  (meters)                     GEOID03
 PN0770  DYNAMIC HT  -         355.430 (meters)    1166.11  (feet)  COMP
 PN0770  MODELED GRAV-     980,406.5   (mgal)                       NAVD 88
 PN0770
 PN0770  VERT ORDER  -  FIRST     CLASS II
 PN0770
 PN0770.The horizontal coordinates were scaled from a topographic map and have
 PN0770.an estimated accuracy of +/- 6 seconds.
 PN0770
 PN0770.The orthometric height was determined by differential leveling
 PN0770.and adjusted by the National Geodetic Survey in June 1991..
 PN0770
 PN0770.The geoid height was determined by GEOID03.
 PN0770
 PN0770.The dynamic height is computed by dividing the NAVD 88
 PN0770.geopotential number by the normal gravity value computed on the
 PN0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0770.degrees latitude (g = 980.6199 gals.).
 PN0770
 PN0770.The modeled gravity was interpolated from observed gravity values.
 PN0770
 PN0770;                    North         East    Units  Estimated Accuracy
 PN0770;SPC WI C     -    59,710.      650,410.      MT  (+/- 180 meters Scaled)
 PN0770
 PN0770                          SUPERSEDED SURVEY CONTROL
 PN0770
 PN0770.No superseded survey control is available for this station.
 PN0770
 PN0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ113155(NAD 83)
 PN0770_MARKER: F = FLANGE-ENCASED ROD
 PN0770_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0770_SP_SET: STAINLESS STEEL ROD
 PN0770_STAMPING: E 220 1985
 PN0770_MARK LOGO: NGS   
 PN0770_PROJECTION: FLUSH
 PN0770_MAGNETIC: I = MARKER IS A STEEL ROD
 PN0770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0770+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2004
 PN0770_ROD/PIPE-DEPTH: 8.5  meters
 PN0770
 PN0770  HISTORY     - Date     Condition        Report By
 PN0770  HISTORY     - 1985     MONUMENTED       NGS
 PN0770  HISTORY     - 20001021 GOOD             USPSQD
 PN0770  HISTORY     - 20030224 GOOD             WIDT
 PN0770  HISTORY     - 20040330 GOOD             USPSQD
 PN0770  HISTORY     - 20060531 GOOD             USPSQD
 PN0770
 PN0770                          STATION DESCRIPTION
 PN0770
 PN0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0770'23.3 KM (14.5 MI) WEST FROM WAUPACA.
 PN0770'23.3 KM (14.5 MI) WESTERLY ALONG STATE HGIHWAY 54 FROM THE POST OFFICE
 PN0770'IN WAUPACA, 19.2 M (63.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 PN0770'5.2 M (17.1 FT) WEST OF THE CENTER OF A FIELD ENTRANCE, AND 1,2 M (3.9
 PN0770'FT) WEST OF UTILITY POLE NUMBER 2209-23R8.  NOTE--ACCESS TO DATUM
 PN0770'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PN0770'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 PN0770'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 PN0770
 PN0770                          STATION RECOVERY (2000)
 PN0770
 PN0770'RECOVERY NOTE BY US POWER SQUADRON 2000 (DS)
 PN0770'RECOVERED IN GOOD CONDITION.
 PN0770
 PN0770                          STATION RECOVERY (2003)
 PN0770
 PN0770'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (TSS)
 PN0770'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 PN0770'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 39 AND US HIGHWAY 51
 PN0770'WITH STATE HIGHWAY 54 2 MI (90.12 KM) SOUTHWEST OF THE VILLAGE OF
 PN0770'PLOVER, GO SOUTHEAST ON STATE HIGHWAY 54 FOR 8.2 MI (13.2 KM) TO
 PN0770'PLEASANT DRIVE, CONTINUE SOUTHEAST ON STATE HIGHWAY 54 FOR 0.7 MI
 PN0770'(1.13 KM) TO THE STATION ON THE LEFT.  THE STATION IS A STAINLESS
 PN0770'STEEL ROD WITH A SLEEVE HOUSED IN A NATIONAL GEODETIC SURVEY LOGO CAP
 PN0770'DISK ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS
 PN0770'19.2 M (63.0 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY, 54, 5 M
 PN0770'(16.4 FT) WEST OF A FIELD ENTRANCE, 1.2 M (3.9 FT) WEST OF A POWERPOLE
 PN0770'--2209-23R8--, AND 0.3 M (1.0 FT) EAST OF A ORANGE PLASTIC WITNESS
 PN0770'POST.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE
 PN0770'TO THE POWERPOLE TO THE EAST EXTENDING TO 70 DEGREES ABOVE THE
 PN0770'HORIZON.
 PN0770
 PN0770                          STATION RECOVERY (2004)
 PN0770
 PN0770'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0770'RECOVERED IN GOOD CONDITION.
 PN0770
 PN0770                          STATION RECOVERY (2006)
 PN0770
 PN0770'RECOVERY NOTE BY US POWER SQUADRON 2006 (MGR)
 PN0770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0498 ***********************************************************************
 QM0498  DESIGNATION -  E 221
 QM0498  PID         -  QM0498
 QM0498  STATE/COUNTY-  WI/ONEIDA
 QM0498  USGS QUAD   -  WOODBORO (1982)
 QM0498
 QM0498                         *CURRENT SURVEY CONTROL
 QM0498  ___________________________________________________________________
 QM0498* NAD 83(1997)-  45 34 12.66722(N)    089 34 37.10429(W)     ADJUSTED  
 QM0498* NAVD 88     -       478.839  (meters)    1570.99   (feet)  ADJUSTED  
 QM0498  ___________________________________________________________________
 QM0498  X           -      33,023.847 (meters)                     COMP
 QM0498  Y           -  -4,472,751.204 (meters)                     COMP
 QM0498  Z           -   4,532,252.599 (meters)                     COMP
 QM0498  LAPLACE CORR-          -7.02  (seconds)                    DEFLEC99
 QM0498  ELLIP HEIGHT-         447.16  (meters)          (04/28/99) GPS OBS
 QM0498  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 QM0498  DYNAMIC HT  -         478.821 (meters)    1570.93  (feet)  COMP
 QM0498  MODELED GRAV-     980,564.3   (mgal)                       NAVD 88
 QM0498
 QM0498  HORZ ORDER  -  A
 QM0498  VERT ORDER  -  FIRST     CLASS II
 QM0498  ELLP ORDER  -  THIRD     CLASS I
 QM0498
 QM0498.The horizontal coordinates were established by GPS observations
 QM0498.and adjusted by the National Geodetic Survey in April 1999..
 QM0498
 QM0498.The orthometric height was determined by differential leveling
 QM0498.and adjusted by the National Geodetic Survey in June 1991..
 QM0498
 QM0498.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0498
 QM0498.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0498
 QM0498.The ellipsoidal height was determined by GPS observations
 QM0498.and is referenced to NAD 83.
 QM0498
 QM0498.The geoid height was determined by GEOID03.
 QM0498
 QM0498.The dynamic height is computed by dividing the NAVD 88
 QM0498.geopotential number by the normal gravity value computed on the
 QM0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0498.degrees latitude (g = 980.6199 gals.).
 QM0498
 QM0498.The modeled gravity was interpolated from observed gravity values.
 QM0498
 QM0498;                    North         East     Units Scale Factor Converg.
 QM0498;SPC WI N     -    44,936.559   633,021.659   MT  0.99999936   +0 18 18.6
 QM0498;SPC WI N     -   147,429.36  2,076,838.56   sFT  0.99999936   +0 18 18.6
 QM0498;UTM  16      - 5,049,524.176   298,920.862   MT  1.00009713   -1 50 27.1
 QM0498
 QM0498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0498!SPC WI N     -   0.99992990  x   0.99999936  =   0.99992926
 QM0498!UTM  16      -   0.99992990  x   1.00009713  =   1.00002702
 QM0498
 QM0498                          SUPERSEDED SURVEY CONTROL
 QM0498
 QM0498  NAVD 88 (04/28/99)  478.84   (m)         1571.0    (f) LEVELING    3  
 QM0498
 QM0498.Superseded values are not recommended for survey control.
 QM0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0498.See file dsdata.txt to determine how the superseded data were derived.
 QM0498
 QM0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR9892149524(NAD 83)
 QM0498_MARKER: I = METAL ROD
 QM0498_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QM0498_SP_SET: STAINLESS STEEL ROD
 QM0498_STAMPING: E 221 1985
 QM0498_MARK LOGO: NGS   
 QM0498_PROJECTION: FLUSH
 QM0498_MAGNETIC: I = MARKER IS A STEEL ROD
 QM0498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QM0498+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2005
 QM0498_ROD/PIPE-DEPTH: 24.4 meters
 QM0498
 QM0498  HISTORY     - Date     Condition        Report By
 QM0498  HISTORY     - 1985     MONUMENTED       NGS
 QM0498  HISTORY     - 19971115 GOOD             NGS
 QM0498  HISTORY     - 20030119 GOOD             USPSQD
 QM0498  HISTORY     - 20040326 GOOD             USPSQD
 QM0498  HISTORY     - 20050818 GOOD             WIDT
 QM0498
 QM0498                          STATION DESCRIPTION
 QM0498
 QM0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QM0498'16.0 KM (9.95 MI) WEST FROM RHINELANDER.
 QM0498'16.0 KM (9.95 MI) WESTERLY ALONG U.S. HIGHWAY 8 FROM ITS JUNCTION WITH
 QM0498'STATE HIGHWAY 17 IN RHINELANDER, 40.0 M (131.2 FT) SOUTHEAST OF THE
 QM0498'CENTERLINE OF THE HIGHWAY, 18.5 M (60.7 FT) SOUTHWEST OF THE CENTER OF
 QM0498'A PAVED ROAD, AND 7.7 M (25.3 FT) EAST OF THE CENTER OF A GATE AND
 QM0498'ROAD LEADING TO BIRCHFIELD NURSERIES.  NOTE--ACCESS TO DATUM POINT IS
 QM0498'HAD THROUGH A 5-INCH LOGO CAP.
 QM0498'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 QM0498'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 QM0498
 QM0498                          STATION RECOVERY (1997)
 QM0498
 QM0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 QM0498'THE STATION IS LOCATED 14.5 KM (9.00 MI) WEST OF RHINELANDER.
 QM0498'OWNERSHIP--STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH
 QM0498'FROM THE JUNCTION OF U.S.  HIGHWAY 8 AND STATE HIGHWAY 47 ON THE
 QM0498'SOUTHWEST EDGE OF RHINELANDER GO WEST ON U.S.  HIGHWAY 8 FOR 9.1 MI
 QM0498'(14.6 KM) TO THE STATION ON THE LEFT IN THE Y-JUNCTION ANGLE FORMED
 QM0498'BETWEEN GRAVEL AND PAVED ROADS.  THE STATION IS A CENTERPUNCH ON THE
 QM0498'TOP CENTER OF A STAINLESS STEEL ROD ENCASED IN A 5 INCH PVC PIPE
 QM0498'SURROUNDED BY CONCRETE FLUSH WITH THE GROUND SURFACE.  IT IS, 40.0 M
 QM0498'(131.2 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 18.5 M (60.7 FT)
 QM0498'SOUTHWEST OF THE CENTER OF A PAVED ROAD, 7.7 M (25.3 FT) EAST OF THE
 QM0498'CENTER OF A GATE LEADING TO BIRCHFIELD NURSERIES, 0.3 M (1.0 FT) NORTH
 QM0498'OF A WITNESS POST AND FENCE, AND LEVEL WITH THE HIGHWAY.
 QM0498
 QM0498                          STATION RECOVERY (2003)
 QM0498
 QM0498'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 QM0498'RECOVERED IN GOOD CONDITION.  ADD-- THE GATE DESCRIBED IN THE 1997
 QM0498'DESCRIPTION IS THROUGH AN 8 FOOT HIGH CHICKEN WIRE FENCE WITH BARBED
 QM0498'WIRE AT 9 FEET.  THE GATE IS EAST OF THE DRIVEWAY TO THE NURSERY
 QM0498'BUILDINGS.  THE WITNESS POST IS WIRED TO THE FENCE.
 QM0498
 QM0498                          STATION RECOVERY (2004)
 QM0498
 QM0498'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0498'RECOVERED IN GOOD CONDITION.
 QM0498
 QM0498                          STATION RECOVERY (2005)
 QM0498
 QM0498'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0498'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0805 ***********************************************************************
 PN0805  DESIGNATION -  E 222
 PN0805  PID         -  PN0805
 PN0805  STATE/COUNTY-  WI/OCONTO
 PN0805  USGS QUAD   -  GILLETT (1974)
 PN0805
 PN0805                         *CURRENT SURVEY CONTROL
 PN0805  ___________________________________________________________________
 PN0805* NAD 83(1986)-  44 58 03.     (N)    088 19 34.     (W)     SCALED    
 PN0805* NAVD 88     -       266.045  (meters)     872.85   (feet)  ADJUSTED  
 PN0805  ___________________________________________________________________
 PN0805  GEOID HEIGHT-         -36.06  (meters)                     GEOID03
 PN0805  DYNAMIC HT  -         266.018 (meters)     872.76  (feet)  COMP
 PN0805  MODELED GRAV-     980,508.5   (mgal)                       NAVD 88
 PN0805
 PN0805  VERT ORDER  -  FIRST     CLASS II
 PN0805
 PN0805.The horizontal coordinates were scaled from a topographic map and have
 PN0805.an estimated accuracy of +/- 6 seconds.
 PN0805
 PN0805.The orthometric height was determined by differential leveling
 PN0805.and adjusted by the National Geodetic Survey in June 1991..
 PN0805
 PN0805.The geoid height was determined by GEOID03.
 PN0805
 PN0805.The dynamic height is computed by dividing the NAVD 88
 PN0805.geopotential number by the normal gravity value computed on the
 PN0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0805.degrees latitude (g = 980.6199 gals.).
 PN0805
 PN0805.The modeled gravity was interpolated from observed gravity values.
 PN0805
 PN0805;                    North         East    Units  Estimated Accuracy
 PN0805;SPC WI C     -   127,390.      732,040.      MT  (+/- 180 meters Scaled)
 PN0805
 PN0805                          SUPERSEDED SURVEY CONTROL
 PN0805
 PN0805.No superseded survey control is available for this station.
 PN0805
 PN0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ954801(NAD 83)
 PN0805_MARKER: I = METAL ROD
 PN0805_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PN0805_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 PN0805_STAMPING: E 222 1985
 PN0805_MARK LOGO: NGS   
 PN0805_PROJECTION: FLUSH
 PN0805_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PN0805+STABILITY: POSITION/ELEVATION WELL
 PN0805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0805+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2005
 PN0805_ROD/PIPE-DEPTH: 11.3 meters
 PN0805_SLEEVE-DEPTH  : 6.1 meters
 PN0805
 PN0805  HISTORY     - Date     Condition        Report By
 PN0805  HISTORY     - 1985     MONUMENTED       NGS
 PN0805  HISTORY     - 19991112 GOOD             USPSQD
 PN0805  HISTORY     - 20040324 GOOD             USPSQD
 PN0805  HISTORY     - 20051129 GOOD             WIDT
 PN0805
 PN0805                          STATION DESCRIPTION
 PN0805
 PN0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0805'9.2 KM (5.7 MI) NW FROM GILLETT.
 PN0805'9.2 KM (5.7 MI) NORTHWESTERLY ALONG STATE HIGHWAY 32 FROM ITS JUNCTION
 PN0805'WITH STATE HIGHWAY 22 IN GILLETT, 0.2 KM (0.1 MI) SOUTH OF THE
 PN0805'INTERSECTION OF CLAYWOOD ROAD, 27.0 M (88.6 FT) SOUTH OF THE CENTER OF
 PN0805'A FIELD ENTRANCE, 17.5 M (57.4 FT) EAST OF THE CENTERLINE OF THE
 PN0805'HIGHWAY, AND 1.8 M (5.9 FT) NORTH OF UTILITY POLE NUMBER 55.
 PN0805'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PN0805'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 PN0805'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
 PN0805
 PN0805                          STATION RECOVERY (1999)
 PN0805
 PN0805'RECOVERY NOTE BY US POWER SQUADRON 1999
 PN0805'RECOVERED IN GOOD CONDITION.
 PN0805
 PN0805                          STATION RECOVERY (2004)
 PN0805
 PN0805'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0805'RECOVERED IN GOOD CONDITION.
 PN0805
 PN0805                          STATION RECOVERY (2005)
 PN0805
 PN0805'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0805'RECOVERED IN GOOD CONDITION. -ADD--THE STATION IS 0.3 M SOUTH OF AN
 PN0805'ORANGE FIBERGLASS WITNESS POST, 0.6 M WEST OF A STEEL POST, 0.6 M
 PN0805'NORTH OF A STEEL POST WITH A SIGN AND 0.6 M EAST OF WHITE PLASTIC
 PN0805'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0571 ***********************************************************************
 QM0571  DESIGNATION -  E 223
 QM0571  PID         -  QM0571
 QM0571  STATE/COUNTY-  WI/OCONTO
 QM0571  USGS QUAD   -  MOUNTAIN (1973)
 QM0571
 QM0571                         *CURRENT SURVEY CONTROL
 QM0571  ___________________________________________________________________
 QM0571* NAD 83(1986)-  45 11 27.     (N)    088 29 02.     (W)     SCALED    
 QM0571* NAVD 88     -       300.228  (meters)     985.00   (feet)  ADJUSTED  
 QM0571  ___________________________________________________________________
 QM0571  GEOID HEIGHT-         -35.64  (meters)                     GEOID03
 QM0571  DYNAMIC HT  -         300.196 (meters)     984.89  (feet)  COMP
 QM0571  MODELED GRAV-     980,501.7   (mgal)                       NAVD 88
 QM0571
 QM0571  VERT ORDER  -  FIRST     CLASS II
 QM0571
 QM0571.The horizontal coordinates were scaled from a topographic map and have
 QM0571.an estimated accuracy of +/- 6 seconds.
 QM0571
 QM0571.The orthometric height was determined by differential leveling
 QM0571.and adjusted by the National Geodetic Survey in June 1991..
 QM0571
 QM0571.The geoid height was determined by GEOID03.
 QM0571
 QM0571.The dynamic height is computed by dividing the NAVD 88
 QM0571.geopotential number by the normal gravity value computed on the
 QM0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0571.degrees latitude (g = 980.6199 gals.).
 QM0571
 QM0571.The modeled gravity was interpolated from observed gravity values.
 QM0571
 QM0571;                    North         East    Units  Estimated Accuracy
 QM0571;SPC WI C     -   151,960.      719,130.      MT  (+/- 180 meters Scaled)
 QM0571
 QM0571                          SUPERSEDED SURVEY CONTROL
 QM0571
 QM0571.No superseded survey control is available for this station.
 QM0571
 QM0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR834052(NAD 83)
 QM0571_MARKER: I = METAL ROD
 QM0571_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QM0571_SP_SET: STAINLESS STEEL ROD
 QM0571_STAMPING: E 223 1985
 QM0571_MARK LOGO: NGS   
 QM0571_PROJECTION: FLUSH
 QM0571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0571_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0571+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2005
 QM0571_ROD/PIPE-DEPTH: 15.2 meters
 QM0571
 QM0571  HISTORY     - Date     Condition        Report By
 QM0571  HISTORY     - 1985     MONUMENTED       NGS
 QM0571  HISTORY     - 19910325 GOOD             USPSQD
 QM0571  HISTORY     - 19961020 GOOD             USPSQD
 QM0571  HISTORY     - 20021001 GOOD             USPSQD
 QM0571  HISTORY     - 20021210 GOOD             USPSQD
 QM0571  HISTORY     - 20040325 MARK NOT FOUND   USPSQD
 QM0571  HISTORY     - 20051117 GOOD             WIDT
 QM0571
 QM0571                          STATION DESCRIPTION
 QM0571
 QM0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QM0571'43.4 KM (26.95 MI) NW FROM GILLETT.
 QM0571'43.4 KM (26.95 MI) NORTHWESTERLY ALONG STATE HIGHWAY 32 FROM ITS
 QM0571'JUNCTION WITH STATE HIGHWAY 22 IN GILLETT, 1.1 KM (0.7 MI) NORTHWEST
 QM0571'OF THE INTERSECTION OF COUNTY ROAD W, 67.6 M (221.8 FT) SOUTHEAST OF
 QM0571'THE CENTER OF A DRIVEWAY, 18.0 M (59.1 FT) NORTHEAST OF THE CENTER OF
 QM0571'THE HIGHWAY, AND 0.9 M (3.0 FT) NORTHWEST OF UTILITY POLE NUMBER 3116
 QM0571'3R50.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QM0571'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 QM0571'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 QM0571
 QM0571                          STATION RECOVERY (1991)
 QM0571
 QM0571'RECOVERY NOTE BY US POWER SQUADRON 1991 (AEA)
 QM0571'RECOVERED IN GOOD CONDITION.
 QM0571
 QM0571                          STATION RECOVERY (1996)
 QM0571
 QM0571'RECOVERY NOTE BY US POWER SQUADRON 1996
 QM0571'RECOVERED IN GOOD CONDITION.
 QM0571
 QM0571                          STATION RECOVERY (2002)
 QM0571
 QM0571'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QM0571'RECOVERED IN GOOD CONDITION.
 QM0571
 QM0571                          STATION RECOVERY (2002)
 QM0571
 QM0571'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 QM0571'RECOVERED IN GOOD CONDITION.
 QM0571
 QM0571                          STATION RECOVERY (2004)
 QM0571
 QM0571'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0571'MARK NOT FOUND.
 QM0571
 QM0571                          STATION RECOVERY (2005)
 QM0571
 QM0571'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0571'RECOVERED IN GOOD CONDITION.  ADD--THE STATION IS 0.25 MILES NORTHEAST
 QM0571'OF SPRAY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0437 ***********************************************************************
 QN0437  DESIGNATION -  E 224
 QN0437  PID         -  QN0437
 QN0437  STATE/COUNTY-  WI/RUSK
 QN0437  USGS QUAD   -  TONY (1981)
 QN0437
 QN0437                         *CURRENT SURVEY CONTROL
 QN0437  ___________________________________________________________________
 QN0437* NAD 83(1986)-  45 29 13.     (N)    090 57 08.     (W)     SCALED    
 QN0437* NAVD 88     -       375.562  (meters)    1232.16   (feet)  ADJUSTED  
 QN0437  ___________________________________________________________________
 QN0437  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 QN0437  DYNAMIC HT  -         375.548 (meters)    1232.11  (feet)  COMP
 QN0437  MODELED GRAV-     980,565.6   (mgal)                       NAVD 88
 QN0437
 QN0437  VERT ORDER  -  FIRST     CLASS II
 QN0437
 QN0437.The horizontal coordinates were scaled from a topographic map and have
 QN0437.an estimated accuracy of +/- 6 seconds.
 QN0437
 QN0437.The orthometric height was determined by differential leveling
 QN0437.and adjusted by the National Geodetic Survey in June 1991..
 QN0437
 QN0437.The geoid height was determined by GEOID03.
 QN0437
 QN0437.The dynamic height is computed by dividing the NAVD 88
 QN0437.geopotential number by the normal gravity value computed on the
 QN0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0437.degrees latitude (g = 980.6199 gals.).
 QN0437
 QN0437.The modeled gravity was interpolated from observed gravity values.
 QN0437
 QN0437;                    North         East    Units  Estimated Accuracy
 QN0437;SPC WI C     -   184,190.      525,560.      MT  (+/- 180 meters Scaled)
 QN0437
 QN0437                          SUPERSEDED SURVEY CONTROL
 QN0437
 QN0437.No superseded survey control is available for this station.
 QN0437
 QN0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL600390(NAD 83)
 QN0437_MARKER: I = METAL ROD
 QN0437_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0437_SP_SET: STAINLESS STEEL ROD
 QN0437_STAMPING: E 224 1985
 QN0437_MARK LOGO: NGS   
 QN0437_PROJECTION: FLUSH
 QN0437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0437_ROD/PIPE-DEPTH: 8.5  meters
 QN0437
 QN0437  HISTORY     - Date     Condition        Report By
 QN0437  HISTORY     - 1985     MONUMENTED       NGS
 QN0437  HISTORY     - 20051213 POOR             WIDT
 QN0437
 QN0437                          STATION DESCRIPTION
 QN0437
 QN0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QN0437'13.5 KM (8.4 MI) EAST FROM LADYSMITH.
 QN0437'13.5 KM (8.4 MI) EASTERLY ALONG U.S. HIGHWAY 8 FROM ITS JUNCTION WITH
 QN0437'STATE HIGHWAY 27 IN LADYSMITH, 40.0 M (131.2 FT) SOUTH OF THE
 QN0437'CENTERLINE OF THE HIGHWAY, 13.1 M (43.0 FT) SOUTH OF THE NEAR RAIL OF
 QN0437'THE SOO LINE RAILROAD, 8.0 M (26.2 FT) EAST OF THE CENTER OF A
 QN0437'GRAVELED DRIVEWAY, AND 0.9 M (3.0 FT) NORTHWEST OF A UTILITY POLE.
 QN0437'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QN0437'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 QN0437'THE MARK IS 0.9 M BELOW THE TRACKS.
 QN0437
 QN0437                          STATION RECOVERY (2005)
 QN0437
 QN0437'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 QN0437'THIS STATION REQUIRES MAINTENANCE.  ADD-- THE STATION IS 0.2 M NORTH
 QN0437'OF A METAL FENCE AND 1.0 M EAST AND 1.0 M WEST OF TWO WHITE PLASTIC
 QN0437'WITNESS POSTS.  NOTE1-- THE GRAVEL DRIVEWAY IS AT --W5431--.  NOTE2--
 QN0437'THE ENCASEMENT LEANS 15 DEGREES TO THE EAST.  THE ROD APPEARS TO BE
 QN0437'VERTICAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0412 ***********************************************************************
 QN0412  DESIGNATION -  E 225
 QN0412  PID         -  QN0412
 QN0412  STATE/COUNTY-  WI/PRICE
 QN0412  USGS QUAD   -  PRENTICE (1984)
 QN0412
 QN0412                         *CURRENT SURVEY CONTROL
 QN0412  ___________________________________________________________________
 QN0412* NAD 83(1986)-  45 33 18.     (N)    090 15 31.     (W)     SCALED    
 QN0412* NAVD 88     -       485.913  (meters)    1594.20   (feet)  ADJUSTED  
 QN0412  ___________________________________________________________________
 QN0412  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 QN0412  DYNAMIC HT  -         485.890 (meters)    1594.12  (feet)  COMP
 QN0412  MODELED GRAV-     980,551.1   (mgal)                       NAVD 88
 QN0412
 QN0412  VERT ORDER  -  FIRST     CLASS II
 QN0412
 QN0412.The horizontal coordinates were scaled from a topographic map and have
 QN0412.an estimated accuracy of +/- 6 seconds.
 QN0412
 QN0412.The orthometric height was determined by differential leveling
 QN0412.and adjusted by the National Geodetic Survey in June 1991..
 QN0412
 QN0412.The geoid height was determined by GEOID03.
 QN0412
 QN0412.The dynamic height is computed by dividing the NAVD 88
 QN0412.geopotential number by the normal gravity value computed on the
 QN0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0412.degrees latitude (g = 980.6199 gals.).
 QN0412
 QN0412.The modeled gravity was interpolated from observed gravity values.
 QN0412
 QN0412;                    North         East    Units  Estimated Accuracy
 QN0412;SPC WI N     -    43,190.      579,810.      MT  (+/- 180 meters Scaled)
 QN0412
 QN0412                          SUPERSEDED SURVEY CONTROL
 QN0412
 QN0412.No superseded survey control is available for this station.
 QN0412
 QN0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL139482(NAD 83)
 QN0412_MARKER: I = METAL ROD
 QN0412_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0412_SP_SET: STAINLESS STEEL ROD
 QN0412_STAMPING: E 225 1985
 QN0412_MARK LOGO: NGS   
 QN0412_PROJECTION: FLUSH
 QN0412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0412_ROD/PIPE-DEPTH: 3.9  meters
 QN0412
 QN0412  HISTORY     - Date     Condition        Report By
 QN0412  HISTORY     - 1985     MONUMENTED       NGS
 QN0412  HISTORY     - 20030904 GOOD             USPSQD
 QN0412
 QN0412                          STATION DESCRIPTION
 QN0412
 QN0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QN0412'2.5 KM (1.55 MI) EAST FROM PRENTICE.
 QN0412'2.5 KM (1.55 MI) EASTERLY ALONG U.S. HIGHWAY 8 FROM ITS JUNCTION WITH
 QN0412'COUNTY ROAD A IN PRENTICE, AT THE EAST END OF A HIGHWAY CUT, 91.0 M
 QN0412'(298.6 FT) EAST OF THE CENTER OF A GRAVELED ROAD LEADING SOUTH, AND
 QN0412'17.0 M (55.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY.  NOTE--ACCESS
 QN0412'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QN0412'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST
 QN0412'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 QN0412
 QN0412                          STATION RECOVERY (2003)
 QN0412
 QN0412'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 QN0412'RECOVERED IN GOOD CONDITION.  NOTE-- THE DESCRIBED GRAVEL ROAD LEADING
 QN0412'SOUTH IS --SCHIE ROAD--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0525 ***********************************************************************
 QM0525  DESIGNATION -  E 226
 QM0525  PID         -  QM0525
 QM0525  STATE/COUNTY-  WI/ONEIDA
 QM0525  USGS QUAD   -  MONICO (1965)
 QM0525
 QM0525                         *CURRENT SURVEY CONTROL
 QM0525  ___________________________________________________________________
 QM0525* NAD 83(1986)-  45 34 45.     (N)    089 11 46.     (W)     SCALED    
 QM0525* NAVD 88     -       494.367  (meters)    1621.94   (feet)  ADJUSTED  
 QM0525  ___________________________________________________________________
 QM0525  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 QM0525  DYNAMIC HT  -         494.334 (meters)    1621.83  (feet)  COMP
 QM0525  MODELED GRAV-     980,532.5   (mgal)                       NAVD 88
 QM0525
 QM0525  VERT ORDER  -  FIRST     CLASS II
 QM0525
 QM0525.The horizontal coordinates were scaled from a topographic map and have
 QM0525.an estimated accuracy of +/- 6 seconds.
 QM0525
 QM0525.The orthometric height was determined by differential leveling
 QM0525.and adjusted by the National Geodetic Survey in June 1991..
 QM0525
 QM0525.The geoid height was determined by GEOID03.
 QM0525
 QM0525.The dynamic height is computed by dividing the NAVD 88
 QM0525.geopotential number by the normal gravity value computed on the
 QM0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0525.degrees latitude (g = 980.6199 gals.).
 QM0525
 QM0525.The modeled gravity was interpolated from observed gravity values.
 QM0525
 QM0525;                    North         East    Units  Estimated Accuracy
 QM0525;SPC WI N     -    46,160.      662,740.      MT  (+/- 180 meters Scaled)
 QM0525
 QM0525                          SUPERSEDED SURVEY CONTROL
 QM0525
 QM0525.No superseded survey control is available for this station.
 QM0525
 QM0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR286496(NAD 83)
 QM0525_MARKER: I = METAL ROD
 QM0525_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QM0525_SP_SET: STAINLESS STEEL ROD
 QM0525_STAMPING: E 226 1985
 QM0525_MARK LOGO: NGS   
 QM0525_PROJECTION: FLUSH
 QM0525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0525_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0525+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2005
 QM0525_ROD/PIPE-DEPTH: 3.2  meters
 QM0525
 QM0525  HISTORY     - Date     Condition        Report By
 QM0525  HISTORY     - 1985     MONUMENTED       NGS
 QM0525  HISTORY     - 20021210 GOOD             USPSQD
 QM0525  HISTORY     - 20040326 GOOD             USPSQD
 QM0525  HISTORY     - 20051003 GOOD             WIDT
 QM0525
 QM0525                          STATION DESCRIPTION
 QM0525
 QM0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QM0525'19.4 KM (12.05 MI) EAST FROM RHINELANDER.
 QM0525'19.4 KM (12.05 MI) EASTERLY ALONG U.S. HIGHWAY 8 FROM ITS JUNCTION
 QM0525'WITH ONEIDA AVENUE IN RHINELANDER, 22.4 M (73.5 FT) WEST OF THE CENTER
 QM0525'OF LEITH ROAD, 21.6 M (70.9 FT) NORTHWEST OF UTILITY POLE NUMBER 1508,
 QM0525'16.7 M (54.8 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 7.6 M
 QM0525'(24.9 FT) NORTH OF THE CENTER OF A ROAD.  NOTE--ACCESS TO DATUM POINT
 QM0525'IS HAD THROUGH A 5-INCH LOGO CAP.
 QM0525'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 QM0525'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 QM0525
 QM0525                          STATION RECOVERY (2002)
 QM0525
 QM0525'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 QM0525'RECOVERED IN GOOD CONDITION.  A TREE TO THE WEST
 QM0525'MAY RESTRICT SATELLITE OBSERVATIONS.
 QM0525
 QM0525                          STATION RECOVERY (2004)
 QM0525
 QM0525'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0525'RECOVERED IN GOOD CONDITION.
 QM0525
 QM0525                          STATION RECOVERY (2005)
 QM0525
 QM0525'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0525'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0838 ***********************************************************************
 PN0838  DESIGNATION -  E 227
 PN0838  PID         -  PN0838
 PN0838  STATE/COUNTY-  WI/BROWN
 PN0838  USGS QUAD   -  GREEN BAY WEST (1992)
 PN0838
 PN0838                         *CURRENT SURVEY CONTROL
 PN0838  ___________________________________________________________________
 PN0838* NAD 83(1986)-  44 32 30.     (N)    088 01 57.     (W)     SCALED    
 PN0838* NAVD 88     -       178.108  (meters)     584.34   (feet)  ADJUSTED  
 PN0838  ___________________________________________________________________
 PN0838  GEOID HEIGHT-         -36.21  (meters)                     GEOID03
 PN0838  DYNAMIC HT  -         178.086 (meters)     584.27  (feet)  COMP
 PN0838  MODELED GRAV-     980,492.4   (mgal)                       NAVD 88
 PN0838
 PN0838  VERT ORDER  -  FIRST     CLASS II
 PN0838
 PN0838.The horizontal coordinates were scaled from a topographic map and have
 PN0838.an estimated accuracy of +/- 6 seconds.
 PN0838
 PN0838.The orthometric height was determined by differential leveling
 PN0838.and adjusted by the National Geodetic Survey in June 1991..
 PN0838
 PN0838.The geoid height was determined by GEOID03.
 PN0838
 PN0838.The dynamic height is computed by dividing the NAVD 88
 PN0838.geopotential number by the normal gravity value computed on the
 PN0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0838.degrees latitude (g = 980.6199 gals.).
 PN0838
 PN0838.The modeled gravity was interpolated from observed gravity values.
 PN0838
 PN0838;                    North         East    Units  Estimated Accuracy
 PN0838;SPC WI C     -    80,600.      756,340.      MT  (+/- 180 meters Scaled)
 PN0838
 PN0838                          SUPERSEDED SURVEY CONTROL
 PN0838
 PN0838.No superseded survey control is available for this station.
 PN0838
 PN0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ179325(NAD 83)
 PN0838_MARKER: I = METAL ROD
 PN0838_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0838_SP_SET: STAINLESS STEEL ROD
 PN0838_STAMPING: E 227 1985
 PN0838_MARK LOGO: NGS   
 PN0838_PROJECTION: FLUSH
 PN0838_MAGNETIC: I = MARKER IS A STEEL ROD
 PN0838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0838_ROD/PIPE-DEPTH: 6.1  meters
 PN0838
 PN0838  HISTORY     - Date     Condition        Report By
 PN0838  HISTORY     - 1985     MONUMENTED       NGS
 PN0838  HISTORY     - 19940510 POOR             WI-009
 PN0838  HISTORY     - 20050803 MARK NOT FOUND   WIDT
 PN0838
 PN0838                          STATION DESCRIPTION
 PN0838
 PN0838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0838'5.7 KM (3.55 MI) NE FROM GREEN BAY.
 PN0838'1.7 KM (1.05 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 29 (SHAWANO AVENUE)
 PN0838'FROM ITS JUNCTION WITH U.S. HIGHWAY 41 IN GREEN BAY, THENCE 2.6 KM
 PN0838'(1.6 MI) NORTHEAST ALONG MILITARY AVENUE, THENCE 1.4 KM (0.85 MI)
 PN0838'SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD, 0.8 KM (0.5
 PN0838'MI) NORTHWEST OF BAYPORT DRIVE OVERPASS, 7.5 M (24.6 FT) SOUTHWEST OF
 PN0838'THE WEST CORNER OF A 9 BY 12 FOOT WOOD FRAME BUILDING, 4.3 M (14.1 FT)
 PN0838'NORTHEAST OF THE NEAR RAIL OF A SIDE TRACK, 3.8 M (12.5 FT) NORTHWEST
 PN0838'OF UTILITY POLE NUMBER 7, AND 3.6 M (11.8 FT) SOUTHWEST OF THE CENTER
 PN0838'OF A GRAVELED ROAD.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 PN0838'5-INCH LOGO CAP.
 PN0838'THE MARK IS 1.6 METERS  SE FROM  A WITNESS POST
 PN0838'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 PN0838
 PN0838                          STATION RECOVERY (1994)
 PN0838
 PN0838'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0838'RECOVERED AS DESCRIBED.  DESCRIPTION GOOD.  MARK IS NOT STABLE WHEN
 PN0838'LIGHT PRESSURE WAS PUT ON THE ROD IT SUNK 0.40 OF A FOOT.
 PN0838
 PN0838                          STATION RECOVERY (2005)
 PN0838
 PN0838'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0838'NOT FOUND.  ADD--TAPED MULTIPLE DIMENSIONS FROM THE ORIGINAL
 PN0838'DESCRIPTION WITHOUT RECOVERING ANY EVIDENCE OF THE MONUMENT.
 PN0838'NOTE--BOTH THE UTILITY POLE AND WITNESS POST HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0830 ***********************************************************************
 PN0830  DESIGNATION -  E 228
 PN0830  PID         -  PN0830
 PN0830  STATE/COUNTY-  WI/BROWN
 PN0830  USGS QUAD   -  ONEIDA NORTH (1992)
 PN0830
 PN0830                         *CURRENT SURVEY CONTROL
 PN0830  ___________________________________________________________________
 PN0830* NAD 83(1986)-  44 35 23.     (N)    088 12 58.     (W)     SCALED    
 PN0830* NAVD 88     -       234.960  (meters)     770.86   (feet)  ADJUSTED  
 PN0830  ___________________________________________________________________
 PN0830  GEOID HEIGHT-         -36.16  (meters)                     GEOID03
 PN0830  DYNAMIC HT  -         234.931 (meters)     770.77  (feet)  COMP
 PN0830  MODELED GRAV-     980,488.5   (mgal)                       NAVD 88
 PN0830
 PN0830  VERT ORDER  -  FIRST     CLASS II
 PN0830
 PN0830.The horizontal coordinates were scaled from a topographic map and have
 PN0830.an estimated accuracy of +/- 6 seconds.
 PN0830
 PN0830.The orthometric height was determined by differential leveling
 PN0830.and adjusted by the National Geodetic Survey in June 1991..
 PN0830
 PN0830.The geoid height was determined by GEOID03.
 PN0830
 PN0830.The dynamic height is computed by dividing the NAVD 88
 PN0830.geopotential number by the normal gravity value computed on the
 PN0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0830.degrees latitude (g = 980.6199 gals.).
 PN0830
 PN0830.The modeled gravity was interpolated from observed gravity values.
 PN0830
 PN0830;                    North         East    Units  Estimated Accuracy
 PN0830;SPC WI C     -    85,600.      741,640.      MT  (+/- 180 meters Scaled)
 PN0830
 PN0830                          SUPERSEDED SURVEY CONTROL
 PN0830
 PN0830.No superseded survey control is available for this station.
 PN0830
 PN0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ034380(NAD 83)
 PN0830_MARKER: I = METAL ROD
 PN0830_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0830_SP_SET: STAINLESS STEEL ROD
 PN0830_STAMPING: E 228 1985
 PN0830_MARK LOGO: NGS   
 PN0830_PROJECTION: PROJECTING 2 CENTIMETERS
 PN0830_MAGNETIC: I = MARKER IS A STEEL ROD
 PN0830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0830+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 PN0830_ROD/PIPE-DEPTH: 4.9  meters
 PN0830
 PN0830  HISTORY     - Date     Condition        Report By
 PN0830  HISTORY     - 1985     MONUMENTED       NGS
 PN0830  HISTORY     - 19940510 GOOD             WI-009
 PN0830  HISTORY     - 20010331 GOOD             NGS
 PN0830  HISTORY     - 20021115 GOOD             USPSQD
 PN0830  HISTORY     - 20040325 GOOD             USPSQD
 PN0830  HISTORY     - 20050810 GOOD             WIDT
 PN0830
 PN0830                          STATION DESCRIPTION
 PN0830
 PN0830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0830'12.5 KM (7.75 MI) NW FROM GREEN BAY.
 PN0830'12.5 KM (7.75 MI) NORTHWESTERLY ALONG STATE HIGHWAY 32 FROM ITS
 PN0830'JUNCTION WITH U.S. HIGHWAY 41 IN GREEN BAY, 0.4 KM (0.25 MI) EAST OF
 PN0830'THE INTERSECTION OF STATE HIGHWAY 29, 16.0 M (52.5 FT) WEST OF THE
 PN0830'NORTHWEST END OF AN 18-INCH PIPE CULVERT, 11.3 M (37.1 FT) NORTH OF
 PN0830'THE CENTERLINE OF THE HIGHWAY, AND 1.3 M (4.3 FT) EAST OF UTILITY POLE
 PN0830'NUMBER 2519 32R15.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 PN0830'5-INCH LOGO CAP.
 PN0830'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 PN0830'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 PN0830
 PN0830                          STATION RECOVERY (1994)
 PN0830
 PN0830'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0830'CHANGES IN DESCRIPTION.  STH HWY 29 32 HAS BEEN REALIGNED.  THE MARK
 PN0830'IS LOCATED 0.4 MILES (0.6 KM) EAST OF CTH U ON OLD 29 DR.  MARK IS 263
 PN0830'FEET (80.2 M) WEST OF DRIVE TO HOUSE NO.5905.
 PN0830
 PN0830                          STATION RECOVERY (2001)
 PN0830
 PN0830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PN0830'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PN0830
 PN0830                          STATION RECOVERY (2002)
 PN0830
 PN0830'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0830'RECOVERED IN GOOD CONDITION.  IT IS LOCATED ON OLD HIGHWAY 29, 1.4
 PN0830'MILE WEST OF COUNTY HIGHWAY U AND 0.2 MILE EAST OF COUNT HIGHWAY Y.
 PN0830
 PN0830                          STATION RECOVERY (2004)
 PN0830
 PN0830'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN0830'RECOVERED IN GOOD CONDITION.
 PN0830
 PN0830                          STATION RECOVERY (2005)
 PN0830
 PN0830'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0830'RECOVERED IN GOOD CONDITION.  ADD--THE STATION IS 35.7 M EAST OF POWER
 PN0830'POLE NO. 2519-32R14, 6.4 M EAST OF THE CENTERLINE OF THE MIDDLE
 PN0830'DRIVEWAY --THE 2ND OF 3 DRIVEWAYS-- TO THE ONEIDA CASINO TRAVEL
 PN0830'CENTER, 0.2 M SOUTH OF AN ORANGE FIBERGLASS WITNESS POST, AND 0.3 M
 PN0830'SOUTH OF A WOODEN FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0211 ***********************************************************************
 PN0211  DESIGNATION -  E 23
 PN0211  PID         -  PN0211
 PN0211  STATE/COUNTY-  WI/OUTAGAMIE
 PN0211  USGS QUAD   -  NEW LONDON (1992)
 PN0211
 PN0211                         *CURRENT SURVEY CONTROL
 PN0211  ___________________________________________________________________
 PN0211* NAD 83(1986)-  44 28 54.     (N)    088 44 09.     (W)     SCALED    
 PN0211* NAVD 88     -       252.537  (meters)     828.53   (feet)  ADJUSTED  
 PN0211  ___________________________________________________________________
 PN0211  GEOID HEIGHT-         -36.34  (meters)                     GEOID03
 PN0211  DYNAMIC HT  -         252.498 (meters)     828.40  (feet)  COMP
 PN0211  MODELED GRAV-     980,457.1   (mgal)                       NAVD 88
 PN0211
 PN0211  VERT ORDER  -  SECOND    CLASS 0
 PN0211
 PN0211.The horizontal coordinates were scaled from a topographic map and have
 PN0211.an estimated accuracy of +/- 6 seconds.
 PN0211
 PN0211.The orthometric height was determined by differential leveling
 PN0211.and adjusted by the National Geodetic Survey in June 1991..
 PN0211
 PN0211.The geoid height was determined by GEOID03.
 PN0211
 PN0211.The dynamic height is computed by dividing the NAVD 88
 PN0211.geopotential number by the normal gravity value computed on the
 PN0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0211.degrees latitude (g = 980.6199 gals.).
 PN0211
 PN0211.The modeled gravity was interpolated from observed gravity values.
 PN0211
 PN0211;                    North         East    Units  Estimated Accuracy
 PN0211;SPC WI C     -    72,820.      700,560.      MT  (+/- 180 meters Scaled)
 PN0211
 PN0211                          SUPERSEDED SURVEY CONTROL
 PN0211
 PN0211  NGVD 29 (??/??/92)  252.565  (m)          828.62   (f) ADJ UNCH    2 0
 PN0211
 PN0211.Superseded values are not recommended for survey control.
 PN0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0211.See file dsdata.txt to determine how the superseded data were derived.
 PN0211
 PN0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ619268(NAD 83)
 PN0211_MARKER: DB = BENCH MARK DISK
 PN0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0211+STABILITY: SURFACE MOTION
 PN0211
 PN0211  HISTORY     - Date     Condition        Report By
 PN0211  HISTORY     - UNK      MONUMENTED       CGS
 PN0211  HISTORY     - 1934     GOOD             NGS
 PN0211
 PN0211                          STATION DESCRIPTION
 PN0211
 PN0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PN0211'AT SUGAR BUSH.
 PN0211'AT SUGAR BUSH.  ALONG CHICAGO AND NORTH-WESTERN RY., 125 YDS. S.
 PN0211'OF SUGAR BUSH STATION.  MARK IS 14 YDS. E. OF CENTERLINE OF
 PN0211'TRACK AND 18 YDS. S. OF CENTERLINE OF CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0463 ***********************************************************************
 PO0463  DESIGNATION -  E 230
 PO0463  PID         -  PO0463
 PO0463  STATE/COUNTY-  WI/MONROE
 PO0463  USGS QUAD   -  ALDERWOOD LAKE (1983)
 PO0463
 PO0463                         *CURRENT SURVEY CONTROL
 PO0463  ___________________________________________________________________
 PO0463* NAD 83(1986)-  44 00 25.     (N)    090 40 51.     (W)     SCALED    
 PO0463* NAVD 88     -       265.696  (meters)     871.70   (feet)  ADJUSTED  
 PO0463  ___________________________________________________________________
 PO0463  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 PO0463  DYNAMIC HT  -         265.644 (meters)     871.53  (feet)  COMP
 PO0463  MODELED GRAV-     980,416.5   (mgal)                       NAVD 88
 PO0463
 PO0463  VERT ORDER  -  FIRST     CLASS II
 PO0463
 PO0463.The horizontal coordinates were scaled from a topographic map and have
 PO0463.an estimated accuracy of +/- 6 seconds.
 PO0463
 PO0463.The orthometric height was determined by differential leveling
 PO0463.and adjusted by the National Geodetic Survey in June 1991..
 PO0463
 PO0463.The geoid height was determined by GEOID03.
 PO0463
 PO0463.The dynamic height is computed by dividing the NAVD 88
 PO0463.geopotential number by the normal gravity value computed on the
 PO0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0463.degrees latitude (g = 980.6199 gals.).
 PO0463
 PO0463.The modeled gravity was interpolated from observed gravity values.
 PO0463
 PO0463;                    North         East    Units  Estimated Accuracy
 PO0463;SPC WI S     -   223,180.      545,400.      MT  (+/- 180 meters Scaled)
 PO0463
 PO0463                          SUPERSEDED SURVEY CONTROL
 PO0463
 PO0463.No superseded survey control is available for this station.
 PO0463
 PO0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ859752(NAD 83)
 PO0463_MARKER: F = FLANGE-ENCASED ROD
 PO0463_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PO0463_SP_SET: STAINLESS STEEL ROD
 PO0463_STAMPING: E 230 1985
 PO0463_MARK LOGO: NGS   
 PO0463_PROJECTION: FLUSH
 PO0463_MAGNETIC: I = MARKER IS A STEEL ROD
 PO0463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PO0463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PO0463+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2005
 PO0463_ROD/PIPE-DEPTH: 11.6 meters
 PO0463
 PO0463  HISTORY     - Date     Condition        Report By
 PO0463  HISTORY     - 1985     MONUMENTED       NGS
 PO0463  HISTORY     - 20021009 GOOD             WIDT
 PO0463  HISTORY     - 20030519 GOOD             USPSQD
 PO0463  HISTORY     - 20050420 GOOD             GRWAS
 PO0463
 PO0463                          STATION DESCRIPTION
 PO0463
 PO0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PO0463'14.7 KM (9.15 MI) EAST FROM SPARTA.
 PO0463'14.7 KM (9.15 MI) EASTERLY ALONG STATE HIGHWAY 21 FROM ITS JUNCTION
 PO0463'WITH STATE HIGHWAY 16 IN SPARTA, 46.6 M (152.9 FT) SOUTH OF THE
 PO0463'CENTERLINE OF THE HIGHWAY, 17.7 M (58.1 FT) EAST OF THE CENTER OF YARD
 PO0463'ROAD, AND 0.8 M (2.6 FT) WEST OF A UTILITY POLE.  NOTE--ACCESS TO
 PO0463'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PO0463'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 PO0463'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 PO0463
 PO0463                          STATION RECOVERY (2002)
 PO0463
 PO0463'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (DJH)
 PO0463'OWNERSHIP--US GOVERNMENT.  TO REACH THE STATION FROM THE JUNCTION OF
 PO0463'STATE HIGHWAY 21 WITH COUNTY HIGHWAY BB ABOUT 6.2 MI (9.98 KM)
 PO0463'NORTHEAST OF THE CITY OF SPARTA, GO NORTHEAST OF ON STATE HIGHWAY 21
 PO0463'FOR 2.1 MI (3.38 KM) TO YARD ROAD ON THE RIGHT AND THE STATION ON THE
 PO0463'RIGHT.  THE STATION IS A NATIONAL GEODETIC SURVEY STEEL ROD VERTICAL
 PO0463'CONTROL STATION ABOUT LEVEL WITH THE GRAVEL ROAD.  THE STATION IS 46.7
 PO0463'M (153.2 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 21, 32.3 M
 PO0463'(106.0 FT) SOUTH-SOUTHEAST OF A 1 M (3.3 FT) DIAMETER OAK TREE, 22.5 M
 PO0463'(73.8 FT) SOUTH-SOUTHEAST OF A YELLOW METAL PEDESTAL, 17 M (55.8 FT)
 PO0463'EAST OF THE CENTERLINE OF YARD ROAD, 0.8 M (2.6 FT) EAST OF A POWER
 PO0463'POLE AND 0.4 M (1.3 FT) EAST OF AN ORANGE FIBERGLASS WITNESS POST.
 PO0463'---NOTE---THE STATION IS LOCATED TO CLOSE TO A POWER POLE FOR GPS
 PO0463'OBSERVATION.
 PO0463
 PO0463                          STATION RECOVERY (2003)
 PO0463
 PO0463'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PO0463'THE STATION WAS RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.2
 PO0463'MILE WEST OF THE MAIN GATE TO FORT MCCOY, EAST OF A RAILROAD.  THERE
 PO0463'ARE NO VISIBLE OBSTRUCTIONS HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 PO0463
 PO0463                          STATION RECOVERY (2005)
 PO0463
 PO0463'RECOVERY NOTE BY GRW AERIAL SURVEY 2005 (ER)
 PO0463'RECOVERED FROM USGS QUAD LOCATION. OK FOR GPS. ESTABLISHED GPS
 PO0463'COORDINATES ON STATION BY RTK-GPS FROM NGS STATION MCCOY. VALUES WERE
 PO0463'N 732197.965,E 1789267.665 NAD83, WI-S, GEOID 99.
 PO0463' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0714 ***********************************************************************
 ON0714  DESIGNATION -  E 231
 ON0714  PID         -  ON0714
 ON0714  STATE/COUNTY-  WI/LA CROSSE
 ON0714  USGS QUAD   -  ONALASKA (1993)
 ON0714
 ON0714                         *CURRENT SURVEY CONTROL
 ON0714  ___________________________________________________________________
 ON0714* NAD 83(1986)-  43 52 35.     (N)    091 11 16.     (W)     SCALED    
 ON0714* NAVD 88     -       218.354  (meters)     716.38   (feet)  ADJUSTED  
 ON0714  ___________________________________________________________________
 ON0714  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 ON0714  DYNAMIC HT  -         218.313 (meters)     716.25  (feet)  COMP
 ON0714  MODELED GRAV-     980,427.9   (mgal)                       NAVD 88
 ON0714
 ON0714  VERT ORDER  -  FIRST     CLASS II
 ON0714
 ON0714.The horizontal coordinates were scaled from a topographic map and have
 ON0714.an estimated accuracy of +/- 6 seconds.
 ON0714
 ON0714.The orthometric height was determined by differential leveling
 ON0714.and adjusted by the National Geodetic Survey in June 1991..
 ON0714
 ON0714.The geoid height was determined by GEOID03.
 ON0714
 ON0714.The dynamic height is computed by dividing the NAVD 88
 ON0714.geopotential number by the normal gravity value computed on the
 ON0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0714.degrees latitude (g = 980.6199 gals.).
 ON0714
 ON0714.The modeled gravity was interpolated from observed gravity values.
 ON0714
 ON0714;                    North         East    Units  Estimated Accuracy
 ON0714;SPC WI S     -   209,130.      504,540.      MT  (+/- 180 meters Scaled)
 ON0714
 ON0714                          SUPERSEDED SURVEY CONTROL
 ON0714
 ON0714.No superseded survey control is available for this station.
 ON0714
 ON0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ455597(NAD 83)
 ON0714_MARKER: I = METAL ROD
 ON0714_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ON0714_SP_SET: STAINLESS STEEL ROD
 ON0714_STAMPING: E 231 1985
 ON0714_MARK LOGO: NGS   
 ON0714_PROJECTION: FLUSH
 ON0714_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0714_ROD/PIPE-DEPTH: 7.3  meters
 ON0714
 ON0714  HISTORY     - Date     Condition        Report By
 ON0714  HISTORY     - 1985     MONUMENTED       NGS
 ON0714  HISTORY     - 20030520 MARK NOT FOUND   USPSQD
 ON0714
 ON0714                          STATION DESCRIPTION
 ON0714
 ON0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ON0714'10.9 KM (6.8 MI) EAST FROM LA CROSSE.
 ON0714'6.7 KM (4.15 MI) NORTH ALONG U.S HIGHWAY 53 FROM ITS JUNCTION WITH
 ON0714'U.S. HIGHWAYS 14 AND 16 IN LA CROSSE, THENCE 4.2 KM (2.6 MI) EASTERLY
 ON0714'ALONG INTERSTATE HIGHWAY 90, 0.6 KM (0.35 MI) WEST OF THE INTERSECTION
 ON0714'OF STATE HIGHWAY 16, 60.0 M (196.8 FT) SOUTHWEST OF THE SOUTH LEG OF A
 ON0714'HIGHWAY INFORMATION SIGN (WEST SALEM 6 MI), AND 26.5 M (86.9 FT) SOUTH
 ON0714'OF THE CENTERLINE OF THE EASTBOUND LANES OF THE INTERSTATE HIGHWAY.
 ON0714'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 ON0714'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 ON0714'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ON0714
 ON0714                          STATION RECOVERY (2003)
 ON0714
 ON0714'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 ON0714'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0497 ***********************************************************************
 PO0497  DESIGNATION -  E 232
 PO0497  PID         -  PO0497
 PO0497  STATE/COUNTY-  WI/JUNEAU
 PO0497  USGS QUAD   -  FINLEY (1969)
 PO0497
 PO0497                         *CURRENT SURVEY CONTROL
 PO0497  ___________________________________________________________________
 PO0497* NAD 83(1986)-  44 13 12.     (N)    090 08 15.     (W)     SCALED    
 PO0497* NAVD 88     -       289.871  (meters)     951.02   (feet)  ADJUSTED  
 PO0497  ___________________________________________________________________
 PO0497  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 PO0497  DYNAMIC HT  -         289.814 (meters)     950.83  (feet)  COMP
 PO0497  MODELED GRAV-     980,415.0   (mgal)                       NAVD 88
 PO0497
 PO0497  VERT ORDER  -  FIRST     CLASS II
 PO0497
 PO0497.The horizontal coordinates were scaled from a topographic map and have
 PO0497.an estimated accuracy of +/- 6 seconds.
 PO0497
 PO0497.The orthometric height was determined by differential leveling
 PO0497.and adjusted by the National Geodetic Survey in June 1991..
 PO0497
 PO0497.The geoid height was determined by GEOID03.
 PO0497
 PO0497.The dynamic height is computed by dividing the NAVD 88
 PO0497.geopotential number by the normal gravity value computed on the
 PO0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0497.degrees latitude (g = 980.6199 gals.).
 PO0497
 PO0497.The modeled gravity was interpolated from observed gravity values.
 PO0497
 PO0497;                    North         East    Units  Estimated Accuracy
 PO0497;SPC WI S     -   246,640.      589,010.      MT  (+/- 180 meters Scaled)
 PO0497
 PO0497                          SUPERSEDED SURVEY CONTROL
 PO0497
 PO0497.No superseded survey control is available for this station.
 PO0497
 PO0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK286002(NAD 83)
 PO0497_MARKER: F = FLANGE-ENCASED ROD
 PO0497_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PO0497_SP_SET: STAINLESS STEEL ROD
 PO0497_STAMPING: E 232 1985
 PO0497_MARK LOGO: NGS   
 PO0497_PROJECTION: FLUSH
 PO0497_MAGNETIC: I = MARKER IS A STEEL ROD
 PO0497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PO0497_ROD/PIPE-DEPTH: 15.5 meters
 PO0497
 PO0497  HISTORY     - Date     Condition        Report By
 PO0497  HISTORY     - 1985     MONUMENTED       NGS
 PO0497  HISTORY     - 2004     GOOD             WIDT
 PO0497
 PO0497                          STATION DESCRIPTION
 PO0497
 PO0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PO0497'10.8 KM (6.7 MI) SOUTH FROM BABCOCK.
 PO0497'10.8 KM (6.7 MI) SOUTHERLY ALONG STATE HIGHWAY 80 FROM ITS JUNCTION
 PO0497'WITH STATE HIGHWAY 173 IN BABCOCK, 0.8 KM (0.5 MI) NORTH OF THE
 PO0497'INTERSECTION OF COUNTY ROAD F, 11.5 M (37.7 FT) WEST OF THE CENTERLINE
 PO0497'OF THE HIGHWAY, AND 4.6 M (15.1 FT) NORTH OF THE CENTER OF A TRACK
 PO0497'ROAD.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PO0497'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 PO0497'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 PO0497
 PO0497                          STATION RECOVERY (2004)
 PO0497
 PO0497'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 PO0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 10.8 KM (6.7 MI) SOUTH FROM
 PO0497'BABCOCK. 10.8 KM (6.7 MI) SOUTHERLY ALONG STATE HIGHWAY 80 FROM ITS
 PO0497'JUNCTION WITH STATE HIGHWAY 173 IN BABCOCK, 0.8 KM (0.5 MI) NORTH OF
 PO0497'THE INTERSECTION OF COUNTY ROAD F, 11.5 M (37.7 FT) WEST OF THE
 PO0497'CENTERLINE OF THE HIGHWAY, AND 4.6 M (15.1 FT) NORTH OF THE CENTER OF
 PO0497'A TRACK ROAD.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH (13
 PO0497'CM) LOGO CAP. THE MARK IS 0.3 M (1.0 FT) SOUTH FROM A WITNESS POST THE
 PO0497'MARK IS 0.5 M (1.6 FT) BELOW THE HIGHWAY.
 PO0497' 
 PO0497'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB7545 ***********************************************************************
 AB7545  DESIGNATION -  E 235
 AB7545  PID         -  AB7545
 AB7545  STATE/COUNTY-  WI/DOUGLAS
 AB7545  USGS QUAD   -  SUPERIOR (1994)
 AB7545
 AB7545                         *CURRENT SURVEY CONTROL
 AB7545  ___________________________________________________________________
 AB7545* NAD 83(1986)-  46 39 42.     (N)    092 00 10.     (W)     SCALED    
 AB7545* NAVD 88     -       204.772  (meters)     671.82   (feet)  ADJUSTED  
 AB7545  ___________________________________________________________________
 AB7545  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 AB7545  DYNAMIC HT  -         204.796 (meters)     671.90  (feet)  COMP
 AB7545  MODELED GRAV-     980,723.4   (mgal)                       NAVD 88
 AB7545
 AB7545  VERT ORDER  -  FIRST     CLASS II
 AB7545
 AB7545.The horizontal coordinates were scaled from a topographic map and have
 AB7545.an estimated accuracy of +/- 6 seconds.
 AB7545
 AB7545.The orthometric height was determined by differential leveling
 AB7545.and adjusted by the National Geodetic Survey in July 2002..
 AB7545
 AB7545.The geoid height was determined by GEOID03.
 AB7545
 AB7545.The dynamic height is computed by dividing the NAVD 88
 AB7545.geopotential number by the normal gravity value computed on the
 AB7545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7545.degrees latitude (g = 980.6199 gals.).
 AB7545
 AB7545.The modeled gravity was interpolated from observed gravity values.
 AB7545
 AB7545;                    North         East    Units  Estimated Accuracy
 AB7545;SPC WI N     -   168,100.      446,740.      MT  (+/- 180 meters Scaled)
 AB7545
 AB7545                          SUPERSEDED SURVEY CONTROL
 AB7545
 AB7545.No superseded survey control is available for this station.
 AB7545
 AB7545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM762680(NAD 83)
 AB7545_MARKER: I = METAL ROD
 AB7545_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB7545_STAMPING: E 235 1996
 AB7545_MARK LOGO: NGS   
 AB7545_PROJECTION: FLUSH
 AB7545_MAGNETIC: I = MARKER IS A STEEL ROD
 AB7545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7545+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2003
 AB7545_ROD/PIPE-DEPTH: 8.5  meters
 AB7545_SLEEVE-DEPTH  : 0.9 meters
 AB7545
 AB7545  HISTORY     - Date     Condition        Report By
 AB7545  HISTORY     - 1996     MONUMENTED       NGS
 AB7545  HISTORY     - 20031102 GOOD             USPSQD
 AB7545
 AB7545                          STATION DESCRIPTION
 AB7545
 AB7545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB7545'1.6 KM (1.00 MI) EASTERLY ALONG BELKNAP STREET AND THEN LENROOT
 AB7545'HIGHWAY FROM THE POST OFFICE IN SUPERIOR, THENCE 7.7 KM (4.80 MI)
 AB7545'SOUTHERLY ALONG U.S. HIGHWAY 53, THENCE 1.0 KM (0.60 MI) SOUTHERLY
 AB7545'ALONG COUNTY ROAD E, 53.1 M (174.2 FT) SOUTH OF THE CENTER OF CITY
 AB7545'LIMITS ROAD, 15.9 M (52.2 FT) NORTH OF A UTILITY LIGHT POLE WITH A
 AB7545'TRANSFORMER, 13.6 M (44.6 FT) WEST OF THE CENTERLINE OF THE ROAD, 1.9
 AB7545'M (6.2 FT) NORTH OF A PARKING LOT SIGN FOR THE LOG CABIN TAVERN, AND
 AB7545'0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE DATUM
 AB7545'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AB7545'THE SPECIFICATIONS FOR A CLASS A MARK.
 AB7545
 AB7545                          STATION RECOVERY (2003)
 AB7545
 AB7545'RECOVERY NOTE BY US POWER SQUADRON 2003 (CLB)
 AB7545'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0160 ***********************************************************************
 QM0160  DESIGNATION -  E 25
 QM0160  PID         -  QM0160
 QM0160  STATE/COUNTY-  WI/FOREST
 QM0160  USGS QUAD   -  NEWALD (1981)
 QM0160
 QM0160                         *CURRENT SURVEY CONTROL
 QM0160  ___________________________________________________________________
 QM0160* NAD 83(1986)-  45 39 10.     (N)    088 39 40.     (W)     SCALED    
 QM0160* NAVD 88     -       464.177  (meters)    1522.89   (feet)  ADJUSTED  
 QM0160  ___________________________________________________________________
 QM0160  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 QM0160  DYNAMIC HT  -         464.153 (meters)    1522.81  (feet)  COMP
 QM0160  MODELED GRAV-     980,550.5   (mgal)                       NAVD 88
 QM0160
 QM0160  VERT ORDER  -  SECOND    CLASS 0
 QM0160
 QM0160.The horizontal coordinates were scaled from a topographic map and have
 QM0160.an estimated accuracy of +/- 6 seconds.
 QM0160
 QM0160.The orthometric height was determined by differential leveling
 QM0160.and adjusted by the National Geodetic Survey in June 1991..
 QM0160
 QM0160.The geoid height was determined by GEOID03.
 QM0160
 QM0160.The dynamic height is computed by dividing the NAVD 88
 QM0160.geopotential number by the normal gravity value computed on the
 QM0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0160.degrees latitude (g = 980.6199 gals.).
 QM0160
 QM0160.The modeled gravity was interpolated from observed gravity values.
 QM0160
 QM0160;                    North         East    Units  Estimated Accuracy
 QM0160;SPC WI N     -    54,910.      704,360.      MT  (+/- 180 meters Scaled)
 QM0160
 QM0160                          SUPERSEDED SURVEY CONTROL
 QM0160
 QM0160  NGVD 29 (??/??/92)  464.168  (m)         1522.86   (f) ADJ UNCH    2 0
 QM0160
 QM0160.Superseded values are not recommended for survey control.
 QM0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0160.See file dsdata.txt to determine how the superseded data were derived.
 QM0160
 QM0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR705568(NAD 83)
 QM0160_MARKER: DB = BENCH MARK DISK
 QM0160_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QM0160_SP_SET: ABUTMENT
 QM0160_STAMPING: E 25 1934
 QM0160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0160_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0160+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2005
 QM0160
 QM0160  HISTORY     - Date     Condition        Report By
 QM0160  HISTORY     - 1934     MONUMENTED       CGS
 QM0160  HISTORY     - 20051130 GOOD             WIDT
 QM0160
 QM0160                          STATION DESCRIPTION
 QM0160
 QM0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QM0160'1.4 MI W FROM CAVOUR.
 QM0160'1.4 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QM0160'MARIE RAILROAD FROM THE STATION AT CAVOUR, FOREST COUNTY, AT
 QM0160'MILEAGE 254.8, AT BRIDGE OVER U.S. HIGHWAY 8, IN THE TOP OF THE
 QM0160'EAST ABUTMENT, 8 FEET NORTH OF THE CENTERLINE OF THE MAIN
 QM0160'TRACK, AND 1 FOOT SOUTH OF THE NORTH END OF THE EAST CONCRETE
 QM0160'RETAINING WALL.  A STANDARD DISK, STAMPED E 25 1934.
 QM0160
 QM0160                          STATION RECOVERY (2005)
 QM0160
 QM0160'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0160'RECOVERED IN GOOD CONDITION.   ADD THE STATION IS PARTIALLY COVERED BY
 QM0160'A 0.6 M PIECE OF RAILROAD TIE THAT IS BOLTED TO THE ABUTMENT TO
 QM0160'PREVENT GRAVEL FROM FALLING ONTO THE TRAFFIC BELOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0384 ***********************************************************************
 QL0384  DESIGNATION -  E 26
 QL0384  PID         -  QL0384
 QL0384  STATE/COUNTY-  WI/MARINETTE
 QL0384  USGS QUAD   -  PEMBINE (1982)
 QL0384
 QL0384                         *CURRENT SURVEY CONTROL
 QL0384  ___________________________________________________________________
 QL0384* NAD 83(1986)-  45 39 36.     (N)    087 59 10.     (W)     SCALED    
 QL0384* NAVD 88     -       300.843  (meters)     987.02   (feet)  ADJUSTED  
 QL0384  ___________________________________________________________________
 QL0384  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 QL0384  DYNAMIC HT  -         300.831 (meters)     986.98  (feet)  COMP
 QL0384  MODELED GRAV-     980,569.0   (mgal)                       NAVD 88
 QL0384
 QL0384  VERT ORDER  -  SECOND    CLASS 0
 QL0384
 QL0384.The horizontal coordinates were scaled from a topographic map and have
 QL0384.an estimated accuracy of +/- 6 seconds.
 QL0384
 QL0384.The orthometric height was determined by differential leveling
 QL0384.and adjusted by the National Geodetic Survey in June 1991..
 QL0384
 QL0384.The geoid height was determined by GEOID03.
 QL0384
 QL0384.The dynamic height is computed by dividing the NAVD 88
 QL0384.geopotential number by the normal gravity value computed on the
 QL0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0384.degrees latitude (g = 980.6199 gals.).
 QL0384
 QL0384.The modeled gravity was interpolated from observed gravity values.
 QL0384
 QL0384;                    North         East    Units  Estimated Accuracy
 QL0384;SPC WI C     -   204,940.      756,950.      MT  (+/- 180 meters Scaled)
 QL0384
 QL0384                          SUPERSEDED SURVEY CONTROL
 QL0384
 QL0384  NGVD 29 (??/??/92)  300.846  (m)          987.03   (f) ADJ UNCH    2 0
 QL0384
 QL0384.Superseded values are not recommended for survey control.
 QL0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0384.See file dsdata.txt to determine how the superseded data were derived.
 QL0384
 QL0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR231567(NAD 83)
 QL0384_MARKER: DB = BENCH MARK DISK
 QL0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0384_STAMPING: E 26 1934
 QL0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0384+STABILITY: SURFACE MOTION
 QL0384_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0384+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2005
 QL0384
 QL0384  HISTORY     - Date     Condition        Report By
 QL0384  HISTORY     - 1934     MONUMENTED       CGS
 QL0384  HISTORY     - 20051129 GOOD             WIDT
 QL0384
 QL0384                          STATION DESCRIPTION
 QL0384
 QL0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QL0384'1.8 MI N FROM PEMBINE.
 QL0384'1.8 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QL0384'PACIFIC RAILROAD FROM THE STATION AT PEMBINE, MARINETTE COUNTY,
 QL0384'AT MILEAGE 279.2, 15 FEET EAST OF THE CENTERLINE OF THE MAIN
 QL0384'TRACK, AND 5 FEET WEST OF A POLE.  A STANDARD DISK, STAMPED
 QL0384'E 26 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QL0384
 QL0384                          STATION RECOVERY (2005)
 QL0384
 QL0384'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QL0384'RECOVERED IN GOOD CONDITION.   ADD THE STATION IS 0.63 MI SOUTH OF THE
 QL0384'NORTHEAST MOST POINT OF EAST CATALINE ROAD, 121.9 M SOUTH OF A
 QL0384'CORRIGATED STEEL CULVERT NUMBERED -446-, 2.13 M WEST OF A TELEGRAPH
 QL0384'POLE, 0.3 M WEST OF AN ORANGE FIBERGLASS WITNESS POST, AND IS FLUSH
 QL0384'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0366 ***********************************************************************
 PN0366  DESIGNATION -  E 28
 PN0366  PID         -  PN0366
 PN0366  STATE/COUNTY-  WI/SHAWANO
 PN0366  USGS QUAD   -  BIRNAMWOOD (1982)
 PN0366
 PN0366                         *CURRENT SURVEY CONTROL
 PN0366  ___________________________________________________________________
 PN0366* NAD 83(1986)-  44 53 04.     (N)    089 12 46.     (W)     SCALED    
 PN0366* NAVD 88     -       380.490  (meters)    1248.32   (feet)  ADJUSTED  
 PN0366  ___________________________________________________________________
 PN0366  GEOID HEIGHT-         -35.53  (meters)                     GEOID03
 PN0366  DYNAMIC HT  -         380.427 (meters)    1248.12  (feet)  COMP
 PN0366  MODELED GRAV-     980,442.0   (mgal)                       NAVD 88
 PN0366
 PN0366  VERT ORDER  -  SECOND    CLASS 0
 PN0366
 PN0366.The horizontal coordinates were scaled from a topographic map and have
 PN0366.an estimated accuracy of +/- 6 seconds.
 PN0366
 PN0366.The orthometric height was determined by differential leveling
 PN0366.and adjusted by the National Geodetic Survey in June 1991..
 PN0366
 PN0366.The geoid height was determined by GEOID03.
 PN0366
 PN0366.The dynamic height is computed by dividing the NAVD 88
 PN0366.geopotential number by the normal gravity value computed on the
 PN0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0366.degrees latitude (g = 980.6199 gals.).
 PN0366
 PN0366.The modeled gravity was interpolated from observed gravity values.
 PN0366
 PN0366;                    North         East    Units  Estimated Accuracy
 PN0366;SPC WI C     -   117,100.      662,190.      MT  (+/- 180 meters Scaled)
 PN0366
 PN0366                          SUPERSEDED SURVEY CONTROL
 PN0366
 PN0366  NGVD 29 (??/??/92)  380.509  (m)         1248.39   (f) ADJ UNCH    2 0
 PN0366
 PN0366.Superseded values are not recommended for survey control.
 PN0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0366.See file dsdata.txt to determine how the superseded data were derived.
 PN0366
 PN0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ252724(NAD 83)
 PN0366_MARKER: DB = BENCH MARK DISK
 PN0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0366+STABILITY: SURFACE MOTION
 PN0366_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0366+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2005
 PN0366
 PN0366  HISTORY     - Date     Condition        Report By
 PN0366  HISTORY     - UNK      MONUMENTED       CGS
 PN0366  HISTORY     - 1934     GOOD             NGS
 PN0366  HISTORY     - 20050707 GOOD             WIDT
 PN0366
 PN0366                          STATION DESCRIPTION
 PN0366
 PN0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PN0366'1 MI N FROM ELAND.
 PN0366'ALONG CHICAGO AND NORTH-WESTERN RY., AT FENCE, 15 YDS. W. OF
 PN0366'CENTERLINE OF TRACK, 12 YDS. S. OF CENTERLINE OF CROSSING AND
 PN0366'3 YDS. S. OF CORNER FENCE POST.
 PN0366
 PN0366                          STATION RECOVERY (2005)
 PN0366
 PN0366'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0366'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS LOCATED 44.5 FT
 PN0366'WEST OF THE CENTERLINE OF WIOUWASH RECREATIONAL TRAIL, 11.9 M SOUTH OF
 PN0366'THE CENTERLINE OF NORRIE ROAD, 5.5 M SOUTHEAST OF POWER POLE --WP AND
 PN0366'L 28-11-30, 26/53--, 24 CM NORTH OF COUNTY SURVEYOR'S WITNESS PLAQUE
 PN0366'AND AN ORANGE FIBERGLASS WITNESS POST.  THE CORNER FENCE POST HAS
 PN0366'ROTTED OFF AND IS LYING ON ITS SIDE IN FRONT OF MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0316 ***********************************************************************
 QM0316  DESIGNATION -  E 29
 QM0316  PID         -  QM0316
 QM0316  STATE/COUNTY-  WI/LANGLADE
 QM0316  USGS QUAD   -  ELCHO (1973)
 QM0316
 QM0316                         *CURRENT SURVEY CONTROL
 QM0316  ___________________________________________________________________
 QM0316* NAD 83(1986)-  45 25 10.     (N)    089 11 14.     (W)     SCALED    
 QM0316* NAVD 88     -       492.354  (meters)    1615.33   (feet)  ADJUSTED  
 QM0316  ___________________________________________________________________
 QM0316  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 QM0316  DYNAMIC HT  -         492.300 (meters)    1615.15  (feet)  COMP
 QM0316  MODELED GRAV-     980,490.7   (mgal)                       NAVD 88
 QM0316
 QM0316  VERT ORDER  -  SECOND    CLASS 0
 QM0316
 QM0316.The horizontal coordinates were scaled from a topographic map and have
 QM0316.an estimated accuracy of +/- 6 seconds.
 QM0316
 QM0316.The orthometric height was determined by differential leveling
 QM0316.and adjusted by the National Geodetic Survey in June 1991..
 QM0316
 QM0316.The geoid height was determined by GEOID03.
 QM0316
 QM0316.The dynamic height is computed by dividing the NAVD 88
 QM0316.geopotential number by the normal gravity value computed on the
 QM0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0316.degrees latitude (g = 980.6199 gals.).
 QM0316
 QM0316.The modeled gravity was interpolated from observed gravity values.
 QM0316
 QM0316;                    North         East    Units  Estimated Accuracy
 QM0316;SPC WI C     -   176,570.      663,610.      MT  (+/- 180 meters Scaled)
 QM0316
 QM0316                          SUPERSEDED SURVEY CONTROL
 QM0316
 QM0316  NGVD 29 (??/??/92)  492.335  (m)         1615.27   (f) ADJ UNCH    2 0
 QM0316
 QM0316.Superseded values are not recommended for survey control.
 QM0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0316.See file dsdata.txt to determine how the superseded data were derived.
 QM0316
 QM0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR288318(NAD 83)
 QM0316_MARKER: DB = BENCH MARK DISK
 QM0316_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QM0316_SP_SET: ABUTMENT
 QM0316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QM0316+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2005
 QM0316
 QM0316  HISTORY     - Date     Condition        Report By
 QM0316  HISTORY     - UNK      MONUMENTED       CGS
 QM0316  HISTORY     - 1934     GOOD             NGS
 QM0316  HISTORY     - 1974     GOOD             WIDT
 QM0316  HISTORY     - 20050907 GOOD             WIDT
 QM0316
 QM0316                          STATION DESCRIPTION
 QM0316
 QM0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QM0316'1.2 MI S FROM ELCHO.
 QM0316'ALONG CHICAGO AND NORTH-WESTERN RY., IN TOP OF W. END OF RETAINING
 QM0316'WALL OF N. ABUTMENT OF BRIDGE 804, 0.5 MILE N. OF MP 227.  MARK IS
 QM0316'3 YDS. W. OF CENTERLINE OF TRACK.
 QM0316
 QM0316                          STATION RECOVERY (1974)
 QM0316
 QM0316'RECOVERY NOTE BY WI DEPT OF TRANSP 1974
 QM0316'RECOVERED IN GOOD CONDITION.
 QM0316
 QM0316                          STATION RECOVERY (2005)
 QM0316
 QM0316'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0316'RECOVERED IN GOOD CONDITION. -ADD-THE STATION IS 0.3 M SOUTH OF AN
 QM0316'ORANGE FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0008 ***********************************************************************
 NH0008  DESIGNATION -  E 3
 NH0008  PID         -  NH0008
 NH0008  STATE/COUNTY-  WI/RACINE
 NH0008  USGS QUAD   -  ROCHESTER (1976)
 NH0008
 NH0008                         *CURRENT SURVEY CONTROL
 NH0008  ___________________________________________________________________
 NH0008* NAD 83(1986)-  42 40 31.     (N)    088 11 16.     (W)     SCALED    
 NH0008* NAVD 88     -       244.637  (meters)     802.61   (feet)  ADJUSTED  
 NH0008  ___________________________________________________________________
 NH0008  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 NH0008  DYNAMIC HT  -         244.564 (meters)     802.37  (feet)  COMP
 NH0008  MODELED GRAV-     980,315.6   (mgal)                       NAVD 88
 NH0008
 NH0008  VERT ORDER  -  FIRST     CLASS II
 NH0008
 NH0008.The horizontal coordinates were scaled from a topographic map and have
 NH0008.an estimated accuracy of +/- 6 seconds.
 NH0008
 NH0008.The orthometric height was determined by differential leveling
 NH0008.and adjusted by the National Geodetic Survey in June 1991..
 NH0008
 NH0008.The geoid height was determined by GEOID03.
 NH0008
 NH0008.The dynamic height is computed by dividing the NAVD 88
 NH0008.geopotential number by the normal gravity value computed on the
 NH0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0008.degrees latitude (g = 980.6199 gals.).
 NH0008
 NH0008.The modeled gravity was interpolated from observed gravity values.
 NH0008
 NH0008;                    North         East    Units  Estimated Accuracy
 NH0008;SPC WI S     -    76,630.      748,540.      MT  (+/- 180 meters Scaled)
 NH0008
 NH0008                          SUPERSEDED SURVEY CONTROL
 NH0008
 NH0008  NGVD 29 (??/??/92)  244.713  (m)          802.86   (f) ADJ UNCH    1 2
 NH0008
 NH0008.Superseded values are not recommended for survey control.
 NH0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0008.See file dsdata.txt to determine how the superseded data were derived.
 NH0008
 NH0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN026254(NAD 83)
 NH0008_MARKER: DB = BENCH MARK DISK
 NH0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0008_STAMPING: E 3 1930
 NH0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0008+STABILITY: SURFACE MOTION
 NH0008
 NH0008  HISTORY     - Date     Condition        Report By
 NH0008  HISTORY     - 1930     MONUMENTED       CGS
 NH0008  HISTORY     - 1945     MARK NOT FOUND   NGS
 NH0008
 NH0008                          STATION DESCRIPTION
 NH0008
 NH0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 NH0008'1.2 MI W FROM DOVER.
 NH0008'ABOUT 1-1/4 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NH0008'AND PACIFIC RAILROAD FROM DOVER, RACINE COUNTY, AT THE CROSSING
 NH0008'OF A NORTH-AND-SOUTH GRAVEL ROAD, 24 FEET EAST OF THE CENTERLINE
 NH0008'OF THE ROAD, AND 17.7 FEET NORTH OF THE NORTH RAIL.  A STANDARD
 NH0008'DISK, STAMPED E 3 1930 AND SET IN THE TOP OF A CONCRETE POST.
 NH0008'NOTE-- THE MEASUREMENTS PLACE THE MARK UNDER A PILE OF CINDERS.
 NH0008
 NH0008                          STATION RECOVERY (1945)
 NH0008
 NH0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 NH0008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL0951 ***********************************************************************
 RL0951  DESIGNATION -  E 31
 RL0951  PID         -  RL0951
 RL0951  STATE/COUNTY-  WI/VILAS
 RL0951  USGS QUAD   -  PIONEER LAKE (1981)
 RL0951
 RL0951                         *CURRENT SURVEY CONTROL
 RL0951  ___________________________________________________________________
 RL0951* NAD 83(1986)-  46 05 26.     (N)    089 14 28.     (W)     SCALED    
 RL0951* NAVD 88     -       508.289  (meters)    1667.61   (feet)  ADJUSTED  
 RL0951  ___________________________________________________________________
 RL0951  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 RL0951  DYNAMIC HT  -         508.281 (meters)    1667.59  (feet)  COMP
 RL0951  MODELED GRAV-     980,584.5   (mgal)                       NAVD 88
 RL0951
 RL0951  VERT ORDER  -  SECOND    CLASS 0
 RL0951
 RL0951.The horizontal coordinates were scaled from a topographic map and have
 RL0951.an estimated accuracy of +/- 6 seconds.
 RL0951
 RL0951.The orthometric height was determined by differential leveling
 RL0951.and adjusted by the National Geodetic Survey in June 1991..
 RL0951
 RL0951.The geoid height was determined by GEOID03.
 RL0951
 RL0951.The dynamic height is computed by dividing the NAVD 88
 RL0951.geopotential number by the normal gravity value computed on the
 RL0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0951.degrees latitude (g = 980.6199 gals.).
 RL0951
 RL0951.The modeled gravity was interpolated from observed gravity values.
 RL0951
 RL0951;                    North         East    Units  Estimated Accuracy
 RL0951;SPC WI N     -   102,970.      658,690.      MT  (+/- 180 meters Scaled)
 RL0951
 RL0951                          SUPERSEDED SURVEY CONTROL
 RL0951
 RL0951  NGVD 29 (??/??/92)  508.298  (m)         1667.64   (f) ADJ UNCH    2 0
 RL0951
 RL0951.Superseded values are not recommended for survey control.
 RL0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0951.See file dsdata.txt to determine how the superseded data were derived.
 RL0951
 RL0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS267065(NAD 83)
 RL0951_MARKER: DB = BENCH MARK DISK
 RL0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0951_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0951_STAMPING: E 31 1934
 RL0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0951+STABILITY: SURFACE MOTION
 RL0951
 RL0951  HISTORY     - Date     Condition        Report By
 RL0951  HISTORY     - 1934     MONUMENTED       CGS
 RL0951  HISTORY     - 19960620 MARK NOT FOUND   USPSQD
 RL0951  HISTORY     - 20010619 GOOD             USPSQD
 RL0951  HISTORY     - 20051005 MARK NOT FOUND   WIDT
 RL0951
 RL0951                          STATION DESCRIPTION
 RL0951
 RL0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL0951'2.5 MI N FROM CONOVER.
 RL0951'2.5 MILES NORTH ALONG U.S. HIGHWAY 45 FROM CONOVER, VILAS COUNTY,
 RL0951'AT THE JUNCTION OF A ROAD LEADING TO SUNSET LODGE, 45 FEET
 RL0951'WEST OF THE CENTERLINE OF THE HIGHWAY, 15 FEET NORTH OF THE
 RL0951'CENTERLINE OF THE ROAD, AND 60 FEET EAST OF THE CENTERLINE OF
 RL0951'THE CHICAGO AND NORTH WESTERN RAILWAY TRACK.  A STANDARD DISK,
 RL0951'STAMPED E 31 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL0951'4 INCHES ABOVE GROUND.
 RL0951
 RL0951                          STATION RECOVERY (1996)
 RL0951
 RL0951'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0951'MARK NOT FOUND.
 RL0951
 RL0951                          STATION RECOVERY (2001)
 RL0951
 RL0951'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0951'NOW 200 FT. WEST OF HWY 45, 15 FT. NORTH OF
 RL0951'RUMMELS ROAD.
 RL0951
 RL0951                          STATION RECOVERY (2005)
 RL0951
 RL0951'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL0951'MARK NOT FOUND. ADD-THE ORIGINAL DIMENSIONS PLACE THE STATION IN AN
 RL0951'AREA THAT HAS BEEN CUT DOWN TO THE GRADE OF THE ROAD, NO EVIDENCE OF
 RL0951'THE STATION WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0377 ***********************************************************************
 QM0377  DESIGNATION -  E 33
 QM0377  PID         -  QM0377
 QM0377  STATE/COUNTY-  WI/LINCOLN
 QM0377  USGS QUAD   -  ALEXANDER LAKE (1978)
 QM0377
 QM0377                         *CURRENT SURVEY CONTROL
 QM0377  ___________________________________________________________________
 QM0377* NAD 83(1986)-  45 10 41.     (N)    089 49 04.     (W)     SCALED    
 QM0377* NAVD 88     -       428.956  (meters)    1407.33   (feet)  ADJUSTED  
 QM0377  ___________________________________________________________________
 QM0377  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 QM0377  DYNAMIC HT  -         428.909 (meters)    1407.18  (feet)  COMP
 QM0377  MODELED GRAV-     980,493.6   (mgal)                       NAVD 88
 QM0377
 QM0377  VERT ORDER  -  SECOND    CLASS 0
 QM0377
 QM0377.The horizontal coordinates were scaled from a topographic map and have
 QM0377.an estimated accuracy of +/- 6 seconds.
 QM0377
 QM0377.The orthometric height was determined by differential leveling
 QM0377.and adjusted by the National Geodetic Survey in June 1991..
 QM0377
 QM0377.The geoid height was determined by GEOID03.
 QM0377
 QM0377.The dynamic height is computed by dividing the NAVD 88
 QM0377.geopotential number by the normal gravity value computed on the
 QM0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0377.degrees latitude (g = 980.6199 gals.).
 QM0377
 QM0377.The modeled gravity was interpolated from observed gravity values.
 QM0377
 QM0377;                    North         East    Units  Estimated Accuracy
 QM0377;SPC WI C     -   149,440.      614,320.      MT  (+/- 180 meters Scaled)
 QM0377
 QM0377                          SUPERSEDED SURVEY CONTROL
 QM0377
 QM0377  NGVD 29 (??/??/92)  428.957  (m)         1407.34   (f) ADJ UNCH    2 0
 QM0377
 QM0377.Superseded values are not recommended for survey control.
 QM0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0377.See file dsdata.txt to determine how the superseded data were derived.
 QM0377
 QM0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR786065(NAD 83)
 QM0377_MARKER: DB = BENCH MARK DISK
 QM0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0377+STABILITY: SURFACE MOTION
 QM0377
 QM0377  HISTORY     - Date     Condition        Report By
 QM0377  HISTORY     - UNK      MONUMENTED       CGS
 QM0377  HISTORY     - 1934     GOOD             NGS
 QM0377  HISTORY     - 1950     POOR             USGS
 QM0377  HISTORY     - 20030928 MARK NOT FOUND   USPSQD
 QM0377
 QM0377                          STATION DESCRIPTION
 QM0377
 QM0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QM0377'2 MI NE FROM CORNING.
 QM0377'2.00 MILES NORTHEAST ALONG STATE HIGHWAY 64, 30 FEET NORTH
 QM0377'OF CENTER OF HIGHWAY, 140 FEET WEST OF CROSS ROADS, IN THE
 QM0377'SOUTHWEST CORNER OF THE EV. ST PAUL KIRCHE, 150 FEET WEST
 QM0377'OF ARTS TAVERN, 2 IN ABOVE THE GROUND.
 QM0377
 QM0377                          STATION RECOVERY (1950)
 QM0377
 QM0377'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 QM0377'MARK RECOVERED IN POOR CONDITION.
 QM0377
 QM0377                          STATION RECOVERY (2003)
 QM0377
 QM0377'RECOVERY NOTE BY US POWER SQUADRON 2003 (DS)
 QM0377'THE EV. ST PAUL KIRCHE(CHURCH) HAS BEEN TORN DOWN.THIS LOCATION IS AT
 QM0377'THE JUNCTION OF HWY 64 AND FARMING DALE ROAD. NW CORNER OF
 QM0377'INTERSECTION. CEMETARY STILL EXISTS. CHURCH BELL AND CORNER STONE  ARE
 QM0377'MOUNTED ON A STAND. NO DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0007 ***********************************************************************
 PO0007  DESIGNATION -  E 34
 PO0007  PID         -  PO0007
 PO0007  STATE/COUNTY-  WI/CLARK
 PO0007  USGS QUAD   -  SPENCER NORTH (1981)
 PO0007
 PO0007                         *CURRENT SURVEY CONTROL
 PO0007  ___________________________________________________________________
 PO0007* NAD 83(1986)-  44 50 24.     (N)    090 18 56.     (W)     SCALED    
 PO0007* NAVD 88     -       404.340  (meters)    1326.57   (feet)  ADJUSTED  
 PO0007  ___________________________________________________________________
 PO0007  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 PO0007  DYNAMIC HT  -         404.281 (meters)    1326.38  (feet)  COMP
 PO0007  MODELED GRAV-     980,459.2   (mgal)                       NAVD 88
 PO0007
 PO0007  VERT ORDER  -  SECOND    CLASS 0
 PO0007
 PO0007.The horizontal coordinates were scaled from a topographic map and have
 PO0007.an estimated accuracy of +/- 6 seconds.
 PO0007
 PO0007.The orthometric height was determined by differential leveling
 PO0007.and adjusted by the National Geodetic Survey in June 1991..
 PO0007
 PO0007.The geoid height was determined by GEOID03.
 PO0007
 PO0007.The dynamic height is computed by dividing the NAVD 88
 PO0007.geopotential number by the normal gravity value computed on the
 PO0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0007.degrees latitude (g = 980.6199 gals.).
 PO0007
 PO0007.The modeled gravity was interpolated from observed gravity values.
 PO0007
 PO0007;                    North         East    Units  Estimated Accuracy
 PO0007;SPC WI C     -   111,910.      575,050.      MT  (+/- 180 meters Scaled)
 PO0007
 PO0007                          SUPERSEDED SURVEY CONTROL
 PO0007
 PO0007  NGVD 29 (??/??/92)  404.344  (m)         1326.59   (f) ADJ UNCH    2 0
 PO0007
 PO0007.Superseded values are not recommended for survey control.
 PO0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0007.See file dsdata.txt to determine how the superseded data were derived.
 PO0007
 PO0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK121686(NAD 83)
 PO0007_MARKER: DB = BENCH MARK DISK
 PO0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0007_STAMPING: E 34 1934
 PO0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0007+STABILITY: SURFACE MOTION
 PO0007
 PO0007  HISTORY     - Date     Condition        Report By
 PO0007  HISTORY     - 1934     MONUMENTED       CGS
 PO0007  HISTORY     - 1953     MARK NOT FOUND   NGS
 PO0007  HISTORY     - 20031030 MARK NOT FOUND   WIDT
 PO0007
 PO0007                          STATION DESCRIPTION
 PO0007
 PO0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PO0007'0.9 MI S FROM UNITY.
 PO0007'0.9 MILE SOUTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 PO0007'MARIE RAILWAY FROM UNITY, CLARK COUNTY, 26 FEET NORTH OF CROSSING
 PO0007'POST A 295 R, 35 FEET WEST OF STATE HIGHWAY 13, 17 FEET EAST
 PO0007'OF THE CENTERLINE OF THE TRACK, AND 12 FEET SOUTH OF A LARGE
 PO0007'POLE.  A STANDARD DISK, STAMPED E 34 1934 AND SET IN THE TOP
 PO0007'OF A CONCRETE POST.
 PO0007
 PO0007                          STATION RECOVERY (2003)
 PO0007
 PO0007'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0053 ***********************************************************************
 PO0053  DESIGNATION -  E 35
 PO0053  PID         -  PO0053
 PO0053  STATE/COUNTY-  WI/MARATHON
 PO0053  USGS QUAD   -  MARSHFIELD (1979)
 PO0053
 PO0053                         *CURRENT SURVEY CONTROL
 PO0053  ___________________________________________________________________
 PO0053* NAD 83(1986)-  44 41 06.     (N)    090 10 14.     (W)     SCALED    
 PO0053* NAVD 88     -       394.920  (meters)    1295.67   (feet)  ADJUSTED  
 PO0053  ___________________________________________________________________
 PO0053  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 PO0053  DYNAMIC HT  -         394.854 (meters)    1295.45  (feet)  COMP
 PO0053  MODELED GRAV-     980,438.6   (mgal)                       NAVD 88
 PO0053
 PO0053  VERT ORDER  -  SECOND    CLASS 0
 PO0053
 PO0053.The horizontal coordinates were scaled from a topographic map and have
 PO0053.an estimated accuracy of +/- 6 seconds.
 PO0053
 PO0053.The orthometric height was determined by differential leveling
 PO0053.and adjusted by the National Geodetic Survey in June 1991..
 PO0053
 PO0053.The geoid height was determined by GEOID03.
 PO0053
 PO0053.The dynamic height is computed by dividing the NAVD 88
 PO0053.geopotential number by the normal gravity value computed on the
 PO0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0053.degrees latitude (g = 980.6199 gals.).
 PO0053
 PO0053.The modeled gravity was interpolated from observed gravity values.
 PO0053
 PO0053;                    North         East    Units  Estimated Accuracy
 PO0053;SPC WI C     -    94,650.      586,480.      MT  (+/- 180 meters Scaled)
 PO0053
 PO0053                          SUPERSEDED SURVEY CONTROL
 PO0053
 PO0053  NGVD 29 (??/??/92)  394.931  (m)         1295.70   (f) ADJ UNCH    2 0
 PO0053
 PO0053.Superseded values are not recommended for survey control.
 PO0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0053.See file dsdata.txt to determine how the superseded data were derived.
 PO0053
 PO0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK242518(NAD 83)
 PO0053_MARKER: DB = BENCH MARK DISK
 PO0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0053_STAMPING: E 35 1934
 PO0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0053+STABILITY: SURFACE MOTION
 PO0053
 PO0053  HISTORY     - Date     Condition        Report By
 PO0053  HISTORY     - 1934     MONUMENTED       CGS
 PO0053  HISTORY     - 1943     GOOD             LOCSUR
 PO0053  HISTORY     - 1982     MARK NOT FOUND   NGS
 PO0053
 PO0053                          STATION DESCRIPTION
 PO0053
 PO0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PO0053'2.2 MI N FROM MARSHFIELD.
 PO0053'IN MARATHON COUNTY, ABOUT 2.2 MILES NORTH ALONG THE CHICAGO AND
 PO0053'NORTH WESTERN RAILWAY FROM MARSHFIELD, WOOD COUNTY, 37 FEET
 PO0053'SOUTH OF THE CENTER LINE OF A ROAD, 17 FEET WEST OF THE CENTER
 PO0053'LINE OF THE MAIN TRACK, AND 3 FEET EAST OF A POLE.  A STANDARD
 PO0053'DISK, STAMPED E 35 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PO0053
 PO0053                          STATION RECOVERY (1943)
 PO0053
 PO0053'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1943
 PO0053'RECOVERED IN GOOD CONDITION.
 PO0053
 PO0053                          STATION RECOVERY (1982)
 PO0053
 PO0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PO0053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0600 ***********************************************************************
 PN0600  DESIGNATION -  E 36
 PN0600  PID         -  PN0600
 PN0600  STATE/COUNTY-  WI/MARATHON
 PN0600  USGS QUAD   -  WAUSAU WEST (1993)
 PN0600
 PN0600                         *CURRENT SURVEY CONTROL
 PN0600  ___________________________________________________________________
 PN0600* NAD 83(1986)-  44 57 27.     (N)    089 38 30.     (W)     SCALED    
 PN0600* NAVD 88     -       367.361  (meters)    1205.25   (feet)  ADJUSTED  
 PN0600  ___________________________________________________________________
 PN0600  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 PN0600  DYNAMIC HT  -         367.309 (meters)    1205.08  (feet)  COMP
 PN0600  MODELED GRAV-     980,463.1   (mgal)                       NAVD 88
 PN0600
 PN0600  VERT ORDER  -  SECOND    CLASS 0
 PN0600
 PN0600.The horizontal coordinates were scaled from a topographic map and have
 PN0600.an estimated accuracy of +/- 6 seconds.
 PN0600
 PN0600.The orthometric height was determined by differential leveling
 PN0600.and adjusted by the National Geodetic Survey in June 1991..
 PN0600
 PN0600.The geoid height was determined by GEOID03.
 PN0600
 PN0600.The dynamic height is computed by dividing the NAVD 88
 PN0600.geopotential number by the normal gravity value computed on the
 PN0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0600.degrees latitude (g = 980.6199 gals.).
 PN0600
 PN0600.The modeled gravity was interpolated from observed gravity values.
 PN0600
 PN0600;                    North         East    Units  Estimated Accuracy
 PN0600;SPC WI C     -   124,980.      628,270.      MT  (+/- 180 meters Scaled)
 PN0600
 PN0600                          SUPERSEDED SURVEY CONTROL
 PN0600
 PN0600  NGVD 29 (??/??/92)  367.373  (m)         1205.29   (f) ADJ UNCH    2 0
 PN0600
 PN0600.Superseded values are not recommended for survey control.
 PN0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0600.See file dsdata.txt to determine how the superseded data were derived.
 PN0600
 PN0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ916816(NAD 83)
 PN0600_MARKER: DB = BENCH MARK DISK
 PN0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0600+STABILITY: SURFACE MOTION
 PN0600
 PN0600  HISTORY     - Date     Condition        Report By
 PN0600  HISTORY     - UNK      MONUMENTED       CGS
 PN0600  HISTORY     - 1934     GOOD             NGS
 PN0600  HISTORY     - 1962     MARK NOT FOUND   USGS
 PN0600  HISTORY     - 20031028 MARK NOT FOUND   WIDT
 PN0600
 PN0600                          STATION DESCRIPTION
 PN0600
 PN0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PN0600'IN WAUSAU.
 PN0600'IN WAUSAU 12 FEET SOUTH OF MAIN TRACK OF C. AND N.W. RY. 6 FEET
 PN0600'NORTH OF NORTH CURB OF GARFIELD AVENUE.  25 FEET WEST OF WEST
 PN0600'CURB OF SOUTH 5TH AVENUE.
 PN0600
 PN0600                          STATION RECOVERY (1962)
 PN0600
 PN0600'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 PN0600'MARK NOT FOUND.
 PN0600
 PN0600                          STATION RECOVERY (2003)
 PN0600
 PN0600'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PN0600'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0356 ***********************************************************************
 PN0356  DESIGNATION -  E 37
 PN0356  PID         -  PN0356
 PN0356  STATE/COUNTY-  WI/MARATHON
 PN0356  USGS QUAD   -  TIGERTON NW (1981)
 PN0356
 PN0356                         *CURRENT SURVEY CONTROL
 PN0356  ___________________________________________________________________
 PN0356* NAD 83(1986)-  44 43 28.     (N)    089 14 39.     (W)     SCALED    
 PN0356* NAVD 88     -       356.566  (meters)    1169.83   (feet)  ADJUSTED  
 PN0356  ___________________________________________________________________
 PN0356  GEOID HEIGHT-         -35.92  (meters)                     GEOID03
 PN0356  DYNAMIC HT  -         356.502 (meters)    1169.62  (feet)  COMP
 PN0356  MODELED GRAV-     980,429.5   (mgal)                       NAVD 88
 PN0356
 PN0356  VERT ORDER  -  SECOND    CLASS 0
 PN0356
 PN0356.The horizontal coordinates were scaled from a topographic map and have
 PN0356.an estimated accuracy of +/- 6 seconds.
 PN0356
 PN0356.The orthometric height was determined by differential leveling
 PN0356.and adjusted by the National Geodetic Survey in June 1991..
 PN0356
 PN0356.The geoid height was determined by GEOID03.
 PN0356
 PN0356.The dynamic height is computed by dividing the NAVD 88
 PN0356.geopotential number by the normal gravity value computed on the
 PN0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0356.degrees latitude (g = 980.6199 gals.).
 PN0356
 PN0356.The modeled gravity was interpolated from observed gravity values.
 PN0356
 PN0356;                    North         East    Units  Estimated Accuracy
 PN0356;SPC WI C     -    99,300.      659,880.      MT  (+/- 180 meters Scaled)
 PN0356
 PN0356                          SUPERSEDED SURVEY CONTROL
 PN0356
 PN0356  NGVD 29 (??/??/92)  356.585  (m)         1169.90   (f) ADJ UNCH    2 0
 PN0356
 PN0356.Superseded values are not recommended for survey control.
 PN0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0356.See file dsdata.txt to determine how the superseded data were derived.
 PN0356
 PN0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ222547(NAD 83)
 PN0356_MARKER: DB = BENCH MARK DISK
 PN0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0356+STABILITY: SURFACE MOTION
 PN0356
 PN0356  HISTORY     - Date     Condition        Report By
 PN0356  HISTORY     - UNK      MONUMENTED       CGS
 PN0356  HISTORY     - 1934     GOOD             NGS
 PN0356  HISTORY     - 1979     GOOD             WIDT
 PN0356  HISTORY     - 20031020 MARK NOT FOUND   WIDT
 PN0356
 PN0356                          STATION DESCRIPTION
 PN0356
 PN0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PN0356'1.3 MI S FROM GALLOWAY.
 PN0356'1 1/2 RAILS NORTH OF MILEPOST 12.  34 FT EAST OF CENTERLINE OF
 PN0356'C. AND N.W. AND 31 FT. WEST OF COUNTY ROAD PARALLELING TRACK.
 PN0356'ABOUT 250 FT. SOUTHWEST OF LARGE WHITE BARN.
 PN0356
 PN0356                          STATION RECOVERY (1979)
 PN0356
 PN0356'RECOVERY NOTE BY WI DEPT OF TRANSP 1979
 PN0356'1 MILE N.E. OF GALLOWAY ALONG S.T.H. 49 NEW DESCRIPTION 44 FT. SOUTH
 PN0356'OF CENTERLINE BLUE GOOSE ROAD, 70 FT. LT. OF CENTERLINE STH 49 IN
 PN0356'FENCE LINE 3 FT. SOUTH OF WITNESS POST SIGN.
 PN0356
 PN0356                          STATION RECOVERY (2003)
 PN0356
 PN0356'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PN0356'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0470 ***********************************************************************
 PN0470  DESIGNATION -  E 39
 PN0470  PID         -  PN0470
 PN0470  STATE/COUNTY-  WI/WOOD
 PN0470  USGS QUAD   -  WISCONSIN RAPIDS NORTH (1984)
 PN0470
 PN0470                         *CURRENT SURVEY CONTROL
 PN0470  ___________________________________________________________________
 PN0470* NAD 83(1986)-  44 23 35.     (N)    089 49 40.     (W)     SCALED    
 PN0470* NAVD 88     -       307.420  (meters)    1008.59   (feet)  ADJUSTED  
 PN0470  ___________________________________________________________________
 PN0470  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 PN0470  DYNAMIC HT  -         307.365 (meters)    1008.41  (feet)  COMP
 PN0470  MODELED GRAV-     980,432.4   (mgal)                       NAVD 88
 PN0470
 PN0470  VERT ORDER  -  FIRST     CLASS II
 PN0470
 PN0470.The horizontal coordinates were scaled from a topographic map and have
 PN0470.an estimated accuracy of +/- 6 seconds.
 PN0470
 PN0470.The orthometric height was determined by differential leveling
 PN0470.and adjusted by the National Geodetic Survey in June 1991..
 PN0470
 PN0470.The geoid height was determined by GEOID03.
 PN0470
 PN0470.The dynamic height is computed by dividing the NAVD 88
 PN0470.geopotential number by the normal gravity value computed on the
 PN0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0470.degrees latitude (g = 980.6199 gals.).
 PN0470
 PN0470.The modeled gravity was interpolated from observed gravity values.
 PN0470
 PN0470;                    North         East    Units  Estimated Accuracy
 PN0470;SPC WI C     -    62,210.      613,720.      MT  (+/- 180 meters Scaled)
 PN0470
 PN0470                          SUPERSEDED SURVEY CONTROL
 PN0470
 PN0470  NGVD 29 (??/??/92)  307.441  (m)         1008.66   (f) ADJ UNCH    1 2
 PN0470
 PN0470.Superseded values are not recommended for survey control.
 PN0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0470.See file dsdata.txt to determine how the superseded data were derived.
 PN0470
 PN0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ747194(NAD 83)
 PN0470_MARKER: DB = BENCH MARK DISK
 PN0470_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PN0470_SP_SET: BUILDING FOUNDATION
 PN0470_STAMPING: E 39 1934
 PN0470_MARK LOGO: CGS   
 PN0470_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0470+STABILITY: SURFACE MOTION
 PN0470_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0470+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2004
 PN0470
 PN0470  HISTORY     - Date     Condition        Report By
 PN0470  HISTORY     - 1934     MONUMENTED       CGS
 PN0470  HISTORY     - 1945     GOOD             NGS
 PN0470  HISTORY     - 1980     GOOD             NGS
 PN0470  HISTORY     - 1985     GOOD             NGS
 PN0470  HISTORY     - 20021207 GOOD             USPSQD
 PN0470  HISTORY     - 20030503 GOOD             WIDT
 PN0470  HISTORY     - 20040330 GOOD             USPSQD
 PN0470
 PN0470                          STATION DESCRIPTION
 PN0470
 PN0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 PN0470'AT WISCONSIN RAPIDS.
 PN0470'AT WISCONSIN RAPIDS, WOOD COUNTY, AT THE FIRST NATIONAL BANK
 PN0470'BUILDING, IN THE FACE OF THE NORTHWEST CORNER STONE, 3 FEET EAST
 PN0470'OF THE NORTH END OF THE BUILDING, AND ABOUT 2-1/2 FEET ABOVE THE
 PN0470'WALK.  A STANDARD DISK, STAMPED E 39 1934 AND SET VERTICALLY.
 PN0470
 PN0470                          STATION RECOVERY (1980)
 PN0470
 PN0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 PN0470'RECOVERED IN GOOD CONDITION.
 PN0470
 PN0470                          STATION RECOVERY (1985)
 PN0470
 PN0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0470'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN WISCONSIN
 PN0470'RAPIDS, AT THE INTERSECTION OF WEST GRAND AVENUE AND 3RD AVENUE SOUTH,
 PN0470'SET VERTICALLY IN THE NORTHEAST FOUNDATION WALL OF THE FIRST NATIONAL
 PN0470'BANK BUILDING, 25.1 M (82.3 FT) NORTHWEST OF THE NORTHWEST CURB OF 3RD
 PN0470'AVENUE SOUTH, 8.2 M (26.9 FT) SOUTHEAST OF THE NORTHWEST CORNER OF THE
 PN0470'BUILDING, 5.3 M (17.4 FT) SOUTHWEST OF THE SOUTHWEST CURB OF THE
 PN0470'AVENUE, AND 2.6 M (8.5 FT) NORTHWEST OF THE CENTER OF THE ENTRANCE TO
 PN0470'THE MONEY MANAGEMENT CENTER.
 PN0470'THE MARK IS 0.8 M ABOVE THE SIDEWALK.
 PN0470
 PN0470                          STATION RECOVERY (2002)
 PN0470
 PN0470'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0470'RECOVERED IN GOOD CONDITION.  THE BANK IS NOW THE 'US BANK OF
 PN0470'WISCONSIN RAPIDS'.
 PN0470
 PN0470                          STATION RECOVERY (2003)
 PN0470
 PN0470'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 PN0470'OWNERSHIP--US BANK OF WISCONSIN RAPIDS.  TO REACH THE STATION FROM THE
 PN0470'JUNCTION OF STATE HIGHWAY 73 AND STATE HIGHWAY 13 NORTH (WEST GRAND
 PN0470'AVENUE) WITH STATE HIGHWAY 73 AND STATE HIGHWAY 13 SOUTH (WEST
 PN0470'RIVERVIEW DRIVE) WITH STATE HIGHWAY 34 NORTH, GO EAST ON WEST GRAND
 PN0470'AVENUE FOR 0.1 MI (0.16 KM) TO 6TH AVENUE, CONTINUE SOUTHEAST ON WEST
 PN0470'GRAND AVENUE FOR 0.1 MI (0.16 KM) TO 3RD AVENUE ON THE LEFT AND THE
 PN0470'STATION ON THE RIGHT SET IN THE --US BANK OF WISCONSIN RAPIDS--
 PN0470'BUILDING.  THE STATION IS A BRONZE US COAST AND GEODETIC SURVEY DISK
 PN0470'ABOUT 0.8 M (2.6 FT) ABOVE THE SIDEWALK.  THE STATION IS 25.1 M (82.3
 PN0470'FT) NORTHWEST OF THE NORTHWEST CURB OF 3RD AVENUE SOUTH, 8.2 M (26.9
 PN0470'FT) SOUTHEAST OF THE NORTHWEST CORNER OF THE BUILDING, AND 5.3 M (17.4
 PN0470'FT) SOUTHWEST OF THE SOUTHWEST CURB OF WEST GRAND AVENUE.
 PN0470'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO IT
 PN0470'BEING SET VERTICALLY.
 PN0470
 PN0470                          STATION RECOVERY (2004)
 PN0470
 PN0470'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN0470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0049 ***********************************************************************
 OM0049  DESIGNATION -  E 4
 OM0049  PID         -  OM0049
 OM0049  STATE/COUNTY-  WI/WASHINGTON
 OM0049  USGS QUAD   -  JACKSON (1994)
 OM0049
 OM0049                         *CURRENT SURVEY CONTROL
 OM0049  ___________________________________________________________________
 OM0049* NAD 83(1986)-  43 15 31.     (N)    088 07 32.     (W)     SCALED    
 OM0049* NAVD 88     -       271.334  (meters)     890.20   (feet)  ADJUSTED  
 OM0049  ___________________________________________________________________
 OM0049  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 OM0049  DYNAMIC HT  -         271.268 (meters)     889.99  (feet)  COMP
 OM0049  MODELED GRAV-     980,371.6   (mgal)                       NAVD 88
 OM0049
 OM0049  VERT ORDER  -  FIRST     CLASS II
 OM0049
 OM0049.The horizontal coordinates were scaled from a topographic map and have
 OM0049.an estimated accuracy of +/- 6 seconds.
 OM0049
 OM0049.The orthometric height was determined by differential leveling
 OM0049.and adjusted by the National Geodetic Survey in June 1991..
 OM0049
 OM0049.The geoid height was determined by GEOID03.
 OM0049
 OM0049.The dynamic height is computed by dividing the NAVD 88
 OM0049.geopotential number by the normal gravity value computed on the
 OM0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0049.degrees latitude (g = 980.6199 gals.).
 OM0049
 OM0049.The modeled gravity was interpolated from observed gravity values.
 OM0049
 OM0049;                    North         East    Units  Estimated Accuracy
 OM0049;SPC WI S     -   141,530.      752,180.      MT  (+/- 180 meters Scaled)
 OM0049
 OM0049                          SUPERSEDED SURVEY CONTROL
 OM0049
 OM0049  NGVD 29 (??/??/92)  271.401  (m)          890.42   (f) ADJ UNCH    1 2
 OM0049
 OM0049.Superseded values are not recommended for survey control.
 OM0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0049.See file dsdata.txt to determine how the superseded data were derived.
 OM0049
 OM0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN086901(NAD 83)
 OM0049_MARKER: DB = BENCH MARK DISK
 OM0049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OM0049_SP_SET: STEP
 OM0049_STAMPING: 890.421 E 4 1930
 OM0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0049
 OM0049  HISTORY     - Date     Condition        Report By
 OM0049  HISTORY     - 1930     MONUMENTED       CGS
 OM0049  HISTORY     - 1934     GOOD             NGS
 OM0049  HISTORY     - 20021210 MARK NOT FOUND   USPSQD
 OM0049
 OM0049                          STATION DESCRIPTION
 OM0049
 OM0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OM0049'AT ROCKFIELD.
 OM0049'AT ROCKFIELD, WASHINGTON COUNTY, AT THE CHICAGO AND NORTH WESTERN
 OM0049'RAILWAY STATION, AT THE NORTH ENTRANCE, IN THE SOUTHEAST CORNER
 OM0049'OF THE CONCRETE STEP, AND 18.2 FEET WEST OF THE WEST RAIL.
 OM0049'A STANDARD DISK, STAMPED 890.421 E 4 1930
 OM0049
 OM0049                          STATION RECOVERY (2002)
 OM0049
 OM0049'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0049'NOT FOUND.  THE DEPOT HAS BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0065 ***********************************************************************
 QN0065  DESIGNATION -  E 40
 QN0065  PID         -  QN0065
 QN0065  STATE/COUNTY-  WI/ASHLAND
 QN0065  USGS QUAD   -  PARK FALLS (1984)
 QN0065
 QN0065                         *CURRENT SURVEY CONTROL
 QN0065  ___________________________________________________________________
 QN0065* NAD 83(1986)-  45 59 20.     (N)    090 29 04.     (W)     SCALED    
 QN0065* NAVD 88     -       471.275  (meters)    1546.17   (feet)  ADJUSTED  
 QN0065  ___________________________________________________________________
 QN0065  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 QN0065  DYNAMIC HT  -         471.268 (meters)    1546.15  (feet)  COMP
 QN0065  MODELED GRAV-     980,585.7   (mgal)                       NAVD 88
 QN0065
 QN0065  VERT ORDER  -  SECOND    CLASS 0
 QN0065
 QN0065.The horizontal coordinates were scaled from a topographic map and have
 QN0065.an estimated accuracy of +/- 6 seconds.
 QN0065
 QN0065.The orthometric height was determined by differential leveling
 QN0065.and adjusted by the National Geodetic Survey in June 1991..
 QN0065
 QN0065.The geoid height was determined by GEOID03.
 QN0065
 QN0065.The dynamic height is computed by dividing the NAVD 88
 QN0065.geopotential number by the normal gravity value computed on the
 QN0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0065.degrees latitude (g = 980.6199 gals.).
 QN0065
 QN0065.The modeled gravity was interpolated from observed gravity values.
 QN0065
 QN0065;                    North         East    Units  Estimated Accuracy
 QN0065;SPC WI N     -    91,500.      562,470.      MT  (+/- 180 meters Scaled)
 QN0065
 QN0065                          SUPERSEDED SURVEY CONTROL
 QN0065
 QN0065  NGVD 29 (??/??/92)  471.272  (m)         1546.16   (f) ADJ UNCH    2 0
 QN0065
 QN0065.Superseded values are not recommended for survey control.
 QN0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0065.See file dsdata.txt to determine how the superseded data were derived.
 QN0065
 QN0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL948958(NAD 83)
 QN0065_MARKER: DB = BENCH MARK DISK
 QN0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0065_STAMPING: E 40 1934
 QN0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0065+STABILITY: SURFACE MOTION
 QN0065
 QN0065  HISTORY     - Date     Condition        Report By
 QN0065  HISTORY     - 1934     MONUMENTED       CGS
 QN0065  HISTORY     - 20041206 MARK NOT FOUND   WIDT
 QN0065
 QN0065                          STATION DESCRIPTION
 QN0065
 QN0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QN0065'1.9 MI S FROM BUTTERNUT.
 QN0065'1.9 MILES SOUTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QN0065'MARIE RAILWAY FROM BUTTERNUT, ASHLAND COUNTY, 4 RAILS SOUTH OF
 QN0065'MILEPOST 380, 30 FEET EAST OF THE TRACK, AND 2 FEET WEST OF THE
 QN0065'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED E 40 1934 AND SET IN
 QN0065'THE TOP OF A CONCRETE POST.
 QN0065
 QN0065                          STATION RECOVERY (2004)
 QN0065
 QN0065'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0065'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0243 ***********************************************************************
 RM0243  DESIGNATION -  E 42
 RM0243  PID         -  RM0243
 RM0243  STATE/COUNTY-  WI/BAYFIELD
 RM0243  USGS QUAD   -  MOQUAH (1975)
 RM0243
 RM0243                         *CURRENT SURVEY CONTROL
 RM0243  ___________________________________________________________________
 RM0243* NAD 83(1986)-  46 33 59.     (N)    091 00 01.     (W)     SCALED    
 RM0243* NAVD 88     -       216.766  (meters)     711.17   (feet)  ADJUSTED  
 RM0243  ___________________________________________________________________
 RM0243  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 RM0243  DYNAMIC HT  -         216.770 (meters)     711.19  (feet)  COMP
 RM0243  MODELED GRAV-     980,628.7   (mgal)                       NAVD 88
 RM0243
 RM0243  VERT ORDER  -  SECOND    CLASS 0
 RM0243
 RM0243.The horizontal coordinates were scaled from a topographic map and have
 RM0243.an estimated accuracy of +/- 6 seconds.
 RM0243
 RM0243.The orthometric height was determined by differential leveling
 RM0243.and adjusted by the National Geodetic Survey in June 1991..
 RM0243
 RM0243.The geoid height was determined by GEOID03.
 RM0243
 RM0243.The dynamic height is computed by dividing the NAVD 88
 RM0243.geopotential number by the normal gravity value computed on the
 RM0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0243.degrees latitude (g = 980.6199 gals.).
 RM0243
 RM0243.The modeled gravity was interpolated from observed gravity values.
 RM0243
 RM0243;                    North         East    Units  Estimated Accuracy
 RM0243;SPC WI N     -   156,060.      523,310.      MT  (+/- 180 meters Scaled)
 RM0243
 RM0243                          SUPERSEDED SURVEY CONTROL
 RM0243
 RM0243  NGVD 29 (??/??/92)  216.770  (m)          711.19   (f) ADJ UNCH    2 0
 RM0243
 RM0243.Superseded values are not recommended for survey control.
 RM0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0243.See file dsdata.txt to determine how the superseded data were derived.
 RM0243
 RM0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM532589(NAD 83)
 RM0243_MARKER: Z = SEE DESCRIPTION
 RM0243_SETTING: 0 = UNSPECIFIED SETTING
 RM0243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RM0243
 RM0243  HISTORY     - Date     Condition        Report By
 RM0243  HISTORY     - UNK      MONUMENTED       CGS
 RM0243  HISTORY     - 1934     GOOD             NGS
 RM0243  HISTORY     - 1982     MARK NOT FOUND   NGS
 RM0243  HISTORY     - 20041209 MARK NOT FOUND   WIDT
 RM0243
 RM0243                          STATION DESCRIPTION
 RM0243
 RM0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RM0243'1.7 MI S FROM ASHLAND JCT.
 RM0243'1.7 MILES SOUTH OF ASHLAND, JCT., WISC. ON THE C. ST. P.M. AND
 RM0243'O. R.R. 45 FEET EAST OF TRACK ON RIGHT OF WAY FENCE LINE, 1 RAIL
 RM0243'NORTH OF PRIVATE ROAD CROSSING BETWEEN TELEPHONE POLES 153,
 RM0243'20 AND 19.
 RM0243
 RM0243                          STATION RECOVERY (1982)
 RM0243
 RM0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RM0243'NOT RECOVERED, RAILROAD HAS BEEN REMOVED.
 RM0243
 RM0243                          STATION RECOVERY (2004)
 RM0243
 RM0243'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 RM0243'THE STATION WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0325 ***********************************************************************
 RM0325  DESIGNATION -  E 44
 RM0325  PID         -  RM0325
 RM0325  STATE/COUNTY-  WI/DOUGLAS
 RM0325  USGS QUAD   -  SOUTH RANGE (1975)
 RM0325
 RM0325                         *CURRENT SURVEY CONTROL
 RM0325  ___________________________________________________________________
 RM0325* NAD 83(1986)-  46 36 23.     (N)    091 54 09.     (W)     SCALED    
 RM0325* NAVD 88     -       258.764  (meters)     848.96   (feet)  ADJUSTED  
 RM0325  ___________________________________________________________________
 RM0325  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 RM0325  DYNAMIC HT  -         258.791 (meters)     849.05  (feet)  COMP
 RM0325  MODELED GRAV-     980,711.8   (mgal)                       NAVD 88
 RM0325
 RM0325  VERT ORDER  -  FIRST     CLASS II
 RM0325
 RM0325.The horizontal coordinates were scaled from a topographic map and have
 RM0325.an estimated accuracy of +/- 6 seconds.
 RM0325
 RM0325.The orthometric height was determined by differential leveling
 RM0325.and adjusted by the National Geodetic Survey in June 1991..
 RM0325
 RM0325.The geoid height was determined by GEOID03.
 RM0325
 RM0325.The dynamic height is computed by dividing the NAVD 88
 RM0325.geopotential number by the normal gravity value computed on the
 RM0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0325.degrees latitude (g = 980.6199 gals.).
 RM0325
 RM0325.The modeled gravity was interpolated from observed gravity values.
 RM0325
 RM0325;                    North         East    Units  Estimated Accuracy
 RM0325;SPC WI N     -   161,770.      454,260.      MT  (+/- 180 meters Scaled)
 RM0325
 RM0325                          SUPERSEDED SURVEY CONTROL
 RM0325
 RM0325  NGVD 29 (??/??/92)  258.766  (m)          848.97   (f) ADJ UNCH    1 2
 RM0325
 RM0325.Superseded values are not recommended for survey control.
 RM0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0325.See file dsdata.txt to determine how the superseded data were derived.
 RM0325
 RM0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM840620(NAD 83)
 RM0325_MARKER: DB = BENCH MARK DISK
 RM0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0325_STAMPING: E 44 1934
 RM0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0325+STABILITY: SURFACE MOTION
 RM0325
 RM0325  HISTORY     - Date     Condition        Report By
 RM0325  HISTORY     - 1934     MONUMENTED       CGS
 RM0325  HISTORY     - 1982     MARK NOT FOUND   NGS
 RM0325
 RM0325                          STATION DESCRIPTION
 RM0325
 RM0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RM0325'AT AMNICON FALLS.
 RM0325'AT AMNICON FALLS, DOUGLAS COUNTY, ON THE NORTHERN PACIFIC RAILWAY,
 RM0325'ABOUT 50 YARDS WEST OF THE STATION, ABOUT 265 YARDS EAST OF
 RM0325'MILEPOST 54, 40 YARDS EAST OF A PRIVATE-ROAD CROSSING, 8-1/2 YARDS
 RM0325'NORTH OF THE CENTERLINE OF THE TRACK, AND 16 YARDS SOUTH OF A
 RM0325'FENCE.  A STANDARD DISK, STAMPED E 44 1934 AND SET IN THE TOP
 RM0325'OF A CONCRETE POST.
 RM0325
 RM0325                          STATION RECOVERY (1982)
 RM0325
 RM0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RM0325'NOT RECOVERED, INADEQUATE DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0368 ***********************************************************************
 QM0368  DESIGNATION -  E 45
 QM0368  PID         -  QM0368
 QM0368  STATE/COUNTY-  WI/LINCOLN
 QM0368  USGS QUAD   -  PINE DELLS (1982)
 QM0368
 QM0368                         *CURRENT SURVEY CONTROL
 QM0368  ___________________________________________________________________
 QM0368* NAD 83(1986)-  45 10 40.     (N)    089 33 12.     (W)     SCALED    
 QM0368* NAVD 88     -       398.459  (meters)    1307.28   (feet)  ADJUSTED  
 QM0368  ___________________________________________________________________
 QM0368  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 QM0368  DYNAMIC HT  -         398.413 (meters)    1307.13  (feet)  COMP
 QM0368  MODELED GRAV-     980,487.4   (mgal)                       NAVD 88
 QM0368
 QM0368  VERT ORDER  -  SECOND    CLASS 0
 QM0368
 QM0368.The horizontal coordinates were scaled from a topographic map and have
 QM0368.an estimated accuracy of +/- 6 seconds.
 QM0368
 QM0368.The orthometric height was determined by differential leveling
 QM0368.and adjusted by the National Geodetic Survey in June 1991..
 QM0368
 QM0368.The geoid height was determined by GEOID03.
 QM0368
 QM0368.The dynamic height is computed by dividing the NAVD 88
 QM0368.geopotential number by the normal gravity value computed on the
 QM0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0368.degrees latitude (g = 980.6199 gals.).
 QM0368
 QM0368.The modeled gravity was interpolated from observed gravity values.
 QM0368
 QM0368;                    North         East    Units  Estimated Accuracy
 QM0368;SPC WI C     -   149,490.      635,110.      MT  (+/- 180 meters Scaled)
 QM0368
 QM0368                          SUPERSEDED SURVEY CONTROL
 QM0368
 QM0368  NGVD 29 (??/??/92)  398.461  (m)         1307.28   (f) ADJ UNCH    2 0
 QM0368
 QM0368.Superseded values are not recommended for survey control.
 QM0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0368.See file dsdata.txt to determine how the superseded data were derived.
 QM0368
 QM0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR993058(NAD 83)
 QM0368_MARKER: DB = BENCH MARK DISK
 QM0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0368+STABILITY: SURFACE MOTION
 QM0368
 QM0368  HISTORY     - Date     Condition        Report By
 QM0368  HISTORY     - UNK      MONUMENTED       CGS
 QM0368  HISTORY     - 1934     GOOD             NGS
 QM0368
 QM0368                          STATION DESCRIPTION
 QM0368
 QM0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QM0368'6.3 MI E FROM MERRILL.
 QM0368'6.34 MILES EAST ALONG STATE HIGHWAY 64, IN FONT OF THE HOUSE
 QM0368'OF ULRICH RENKEN, 25 FEET NORTH OF CENTER OF HIGHWAY, 15
 QM0368'FEET WEST OF DRIVE TO BARN ACROSS ROAD FROM MAIL BOX, 6 IN
 QM0368'ABOVE THE GROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO0028 ***********************************************************************
 QO0028  DESIGNATION -  E 47
 QO0028  PID         -  QO0028
 QO0028  STATE/COUNTY-  WI/BURNETT
 QO0028  USGS QUAD   -  SIREN WEST (1982)
 QO0028
 QO0028                         *CURRENT SURVEY CONTROL
 QO0028  ___________________________________________________________________
 QO0028* NAD 83(1986)-  45 46 33.     (N)    092 27 55.     (W)     SCALED    
 QO0028* NAVD 88     -       307.682  (meters)    1009.45   (feet)  ADJUSTED  
 QO0028  ___________________________________________________________________
 QO0028  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 QO0028  DYNAMIC HT  -         307.699 (meters)    1009.51  (feet)  COMP
 QO0028  MODELED GRAV-     980,660.4   (mgal)                       NAVD 88
 QO0028
 QO0028  VERT ORDER  -  SECOND    CLASS 0
 QO0028
 QO0028.The horizontal coordinates were scaled from a topographic map and have
 QO0028.an estimated accuracy of +/- 6 seconds.
 QO0028
 QO0028.The orthometric height was determined by differential leveling
 QO0028.and adjusted by the National Geodetic Survey in June 1991..
 QO0028
 QO0028.The geoid height was determined by GEOID03.
 QO0028
 QO0028.The dynamic height is computed by dividing the NAVD 88
 QO0028.geopotential number by the normal gravity value computed on the
 QO0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0028.degrees latitude (g = 980.6199 gals.).
 QO0028
 QO0028.The modeled gravity was interpolated from observed gravity values.
 QO0028
 QO0028;                    North         East    Units  Estimated Accuracy
 QO0028;SPC WI N     -    70,680.      408,300.      MT  (+/- 180 meters Scaled)
 QO0028
 QO0028                          SUPERSEDED SURVEY CONTROL
 QO0028
 QO0028  NGVD 29 (??/??/92)  307.653  (m)         1009.36   (f) ADJ UNCH    2 0
 QO0028
 QO0028.Superseded values are not recommended for survey control.
 QO0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0028.See file dsdata.txt to determine how the superseded data were derived.
 QO0028
 QO0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL415692(NAD 83)
 QO0028_MARKER: DB = BENCH MARK DISK
 QO0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0028_STAMPING: E 47 1934
 QO0028_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 QO0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0028+STABILITY: SURFACE MOTION
 QO0028_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0028+SATELLITE: SATELLITE OBSERVATIONS - June 08, 1993
 QO0028
 QO0028  HISTORY     - Date     Condition        Report By
 QO0028  HISTORY     - UNK      MONUMENTED       CGS
 QO0028  HISTORY     - 1934     GOOD             NGS
 QO0028  HISTORY     - 19930608 GOOD             WI-013
 QO0028
 QO0028                          STATION DESCRIPTION
 QO0028
 QO0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QO0028'3.3 MI E FROM FALOUN.
 QO0028'ALONG STATE HIGHWAY NO. 70, 42 FT EAST OF CENTER LINE OF.  ON BROW OF
 QO0028'HILL 2 FT WEST OF FENCE AND TIMBER LINE, 55 FT NORTH OF FENCE CORNER
 QO0028'BETWEEN CULTIVATED FIELD AND TIMBER.
 QO0028
 QO0028                          STATION RECOVERY (1993)
 QO0028
 QO0028'RECOVERY NOTE BY BURNETT COUNTY WISCONSIN 1993
 QO0028'RECOVERED AS DESCRIBED.  STATION IS LOCATED 13.5 FEET (4.1 M) S19E OF
 QO0028'8 INCH MAPLE, 11.5 FEET (3.5 M) N57E OF TRIPLE OAK.  FIBERGLASS
 QO0028'WITNESS SIGN PLACED ON EAST SIDE OF MONUMENT.  MARKER SET IN A SQUARE
 QO0028'CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0192 ***********************************************************************
 PO0192  DESIGNATION -  E 49
 PO0192  PID         -  PO0192
 PO0192  STATE/COUNTY-  WI/CHIPPEWA
 PO0192  USGS QUAD   -  BOYD (1979)
 PO0192
 PO0192                         *CURRENT SURVEY CONTROL
 PO0192  ___________________________________________________________________
 PO0192* NAD 83(1986)-  44 56 35.     (N)    091 05 07.     (W)     SCALED    
 PO0192* NAVD 88     -       317.113  (meters)    1040.39   (feet)  ADJUSTED  
 PO0192  ___________________________________________________________________
 PO0192  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 PO0192  DYNAMIC HT  -         317.086 (meters)    1040.31  (feet)  COMP
 PO0192  MODELED GRAV-     980,521.8   (mgal)                       NAVD 88
 PO0192
 PO0192  VERT ORDER  -  SECOND    CLASS 0
 PO0192
 PO0192.The horizontal coordinates were scaled from a topographic map and have
 PO0192.an estimated accuracy of +/- 6 seconds.
 PO0192
 PO0192.The orthometric height was determined by differential leveling
 PO0192.and adjusted by the National Geodetic Survey in June 1991..
 PO0192
 PO0192.The geoid height was determined by GEOID03.
 PO0192
 PO0192.The dynamic height is computed by dividing the NAVD 88
 PO0192.geopotential number by the normal gravity value computed on the
 PO0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0192.degrees latitude (g = 980.6199 gals.).
 PO0192
 PO0192.The modeled gravity was interpolated from observed gravity values.
 PO0192
 PO0192;                    North         East    Units  Estimated Accuracy
 PO0192;SPC WI C     -   123,880.      514,350.      MT  (+/- 180 meters Scaled)
 PO0192
 PO0192                          SUPERSEDED SURVEY CONTROL
 PO0192
 PO0192  NGVD 29 (??/??/92)  317.112  (m)         1040.39   (f) ADJ UNCH    2 0
 PO0192
 PO0192.Superseded values are not recommended for survey control.
 PO0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0192.See file dsdata.txt to determine how the superseded data were derived.
 PO0192
 PO0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK510784(NAD 83)
 PO0192_MARKER: DB = BENCH MARK DISK
 PO0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0192+STABILITY: SURFACE MOTION
 PO0192
 PO0192  HISTORY     - Date     Condition        Report By
 PO0192  HISTORY     - UNK      MONUMENTED       CGS
 PO0192  HISTORY     - 1934     GOOD             NGS
 PO0192  HISTORY     - 20010331 GOOD             NGS
 PO0192  HISTORY     - 20031209 MARK NOT FOUND   WIDT
 PO0192
 PO0192                          STATION DESCRIPTION
 PO0192
 PO0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PO0192'3.6 MI E FROM CADOTT.
 PO0192'3.6 MILES EAST OF CADOTT DEPOT 22 FEET NORTH OF CENTER OF MAIN
 PO0192'TRACK OF SOO RY.  34 FEET EAST OF CENTER OF ROAD 10 FEET SOUTH OF
 PO0192'TELEPHONE POLE 4 POLES EAST OF MILE POST 335.
 PO0192
 PO0192                          STATION RECOVERY (2001)
 PO0192
 PO0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PO0192'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PO0192
 PO0192                          STATION RECOVERY (2003)
 PO0192
 PO0192'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0192'FRESH HOLE AT POINT OF TIES. MARK ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0213 ***********************************************************************
 PN0213  DESIGNATION -  E 5
 PN0213  PID         -  PN0213
 PN0213  STATE/COUNTY-  WI/WINNEBAGO
 PN0213  USGS QUAD   -  OSHKOSH (1992)
 PN0213
 PN0213                         *CURRENT SURVEY CONTROL
 PN0213  ___________________________________________________________________
 PN0213* NAD 83(1986)-  44 00 39.     (N)    088 32 02.     (W)     SCALED    
 PN0213* NAVD 88     -       229.537  (meters)     753.07   (feet)  ADJUSTED  
 PN0213  ___________________________________________________________________
 PN0213  GEOID HEIGHT-         -36.21  (meters)                     GEOID03
 PN0213  DYNAMIC HT  -         229.492 (meters)     752.92  (feet)  COMP
 PN0213  MODELED GRAV-     980,414.6   (mgal)                       NAVD 88
 PN0213
 PN0213  VERT ORDER  -  FIRST     CLASS II
 PN0213
 PN0213.The horizontal coordinates were scaled from a topographic map and have
 PN0213.an estimated accuracy of +/- 6 seconds.
 PN0213
 PN0213.The orthometric height was determined by differential leveling
 PN0213.and adjusted by the National Geodetic Survey in June 1991..
 PN0213.WARNING-Repeat measurements at this control monument indicate possible
 PN0213.vertical movement.
 PN0213
 PN0213.The geoid height was determined by GEOID03.
 PN0213
 PN0213.The dynamic height is computed by dividing the NAVD 88
 PN0213.geopotential number by the normal gravity value computed on the
 PN0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0213.degrees latitude (g = 980.6199 gals.).
 PN0213
 PN0213.The modeled gravity was interpolated from observed gravity values.
 PN0213
 PN0213;                    North         East    Units  Estimated Accuracy
 PN0213;SPC WI S     -   224,420.      717,560.      MT  (+/- 180 meters Scaled)
 PN0213
 PN0213                          SUPERSEDED SURVEY CONTROL
 PN0213
 PN0213.No superseded survey control is available for this station.
 PN0213
 PN0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP770742(NAD 83)
 PN0213_MARKER: DB = BENCH MARK DISK
 PN0213_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PN0213_SP_SET: BRIDGE ABUTMENT
 PN0213_STAMPING: 753.132 E 5 1930
 PN0213_MARK LOGO: CGS   
 PN0213_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN0213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0213_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0213+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2005
 PN0213
 PN0213  HISTORY     - Date     Condition        Report By
 PN0213  HISTORY     - 1930     MONUMENTED       CGS
 PN0213  HISTORY     - 1956     GOOD             NGS
 PN0213  HISTORY     - 1964     GOOD             NGS
 PN0213  HISTORY     - 1974     GOOD             NOS
 PN0213  HISTORY     - 1980     GOOD             LOCSUR
 PN0213  HISTORY     - 1989     GOOD             USPSQD
 PN0213  HISTORY     - 19940528 GOOD             USPSQD
 PN0213  HISTORY     - 20000216 GOOD             WIDT
 PN0213  HISTORY     - 20010331 GOOD             NGS
 PN0213  HISTORY     - 20010712 GOOD             WIDT
 PN0213  HISTORY     - 20050531 GOOD             WIDT
 PN0213
 PN0213                          STATION DESCRIPTION
 PN0213
 PN0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 PN0213'AT OSHKOSH.
 PN0213'AT OSHKOSH, WINNEBAGO COUNTY, 0.5 MILE SOUTH ALONG THE CHICAGO
 PN0213'AND NORTH WESTERN RAILWAY FROM THE STATION, AT THE SOUTH END OF
 PN0213'BRIDGE 339, 7.2 FEET WEST OF THE WEST RAIL, IN THE SECOND COURSE
 PN0213'OF STONE, 6 INCHES SOUTHEAST OF THE NORTHWEST CORNER OF THE
 PN0213'COURSE, AND 8 INCHES SOUTH OF THE STEELWORK OF THE BRIDGE.  A
 PN0213'STANDARD DISK, STAMPED 753.132 E 5 1930.
 PN0213
 PN0213                          STATION RECOVERY (1964)
 PN0213
 PN0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 PN0213'RECOVERED IN GOOD CONDITION.
 PN0213
 PN0213                          STATION RECOVERY (1974)
 PN0213
 PN0213'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1974
 PN0213'IN OSHKOSH, 0.52 MILE SOUTH ALONG THE CHICAGO AND NORTH WESTERN
 PN0213'RAILWAY FROM THE DEPOT BETWEEN MERRITT AND WASHINGTON AVENUES, SET IN
 PN0213'THE SOUTH END OF BRIDGE NO. 339, 7.2 FT. WEST OF THE WEST RAIL, IN THE
 PN0213'SECOND COURSE OF STONE, 0.66 FT. SOUTH OF THE STEELWORK OF THE BRIDGE,
 PN0213'0.5 FT. SOUTHEAST OF THE NORTHWEST CORNER OF THE STONE.
 PN0213
 PN0213                          STATION RECOVERY (1980)
 PN0213
 PN0213'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 PN0213'RECOVERED IN GOOD CONDITION.
 PN0213
 PN0213                          STATION RECOVERY (1989)
 PN0213
 PN0213'RECOVERY NOTE BY US POWER SQUADRON 1989 (EC)
 PN0213'RECOVERED IN GOOD CONDITION.
 PN0213
 PN0213                          STATION RECOVERY (1994)
 PN0213
 PN0213'RECOVERY NOTE BY US POWER SQUADRON 1994
 PN0213'RECOVERED IN GOOD CONDITION.
 PN0213
 PN0213                          STATION RECOVERY (2000)
 PN0213
 PN0213'RECOVERY NOTE BY WI DEPT OF TRANSP 2000 (DJH)
 PN0213'THE STATION IS LOCATED IN THE CITY OF OSHKOSH.  OWNERSHIP--WISCONSIN
 PN0213'CENTRAL RAILROAD.  TO REACH THE STATION FROM THE JUNCTION OF US
 PN0213'HIGHWAY BUSINESS 41 WITH STATE HIGHWAY 44 AT THE INTERSECTION OF SOUTH
 PN0213'PARK AVENUE WITH OHIO STREET IN THE CITY OF OSHKOSH, GO EAST ON US
 PN0213'HIGHWAY BUSINESS 41 (SOUTH PARK AVENUE) FOR 1.13 KM (0.70 MI) TO US
 PN0213'HIGHWAY 45 (MAIN STREET) , TURN LEFT AND GO NORTH ON US HIGHWAY
 PN0213'BUSINESS 41 (SOUTH PARK AVENUE) AND US HIGHWAY 45 (MAIN STREET) FOR
 PN0213'0.64 KM (0.40 MI) TO PIONEER DRIVE ON THE RIGHT, TURN RIGHT AND GO
 PN0213'EAST ON PIONEER DRIVE FOR 0.32 KM (0.20 MI) TO THE RAILROAD TRACKS AND
 PN0213'THE STATION ON THE LEFT.  THE STATION IS A BRONZE CGS BENCH MARK DISK
 PN0213'STAMPED --753.132 E 5 1930-- SET IN THE TOP OF A LARGE ABUTMENT,
 PN0213'BRIDGE--339--, FLUSH WITH THE GROUND AND ABOUT 1 M (3.3 FT) BELOW THE
 PN0213'RAILROAD TRACKS.  THE STATION IS 23.0 M (75.5 FT) NORTH OF THE
 PN0213'CENTERLINE OF PIONEER DRIVE, 6.4 M (21.0 FT) NORTH OF THE NORTHEAST
 PN0213'CORNER OF POWER BOX --179542-G--, AND 2.3 M (7.5 FT) WEST OF THE WEST
 PN0213'RAIL.  ---NOTE---THIS STATION HAS VISIBLE OBSTRUCTIONS IN ALL
 PN0213'QUADRANTS EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
 PN0213
 PN0213                          STATION RECOVERY (2001)
 PN0213
 PN0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PN0213'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PN0213
 PN0213                          STATION RECOVERY (2001)
 PN0213
 PN0213'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PN0213'RECOVERED AS DESCRIBED
 PN0213
 PN0213                          STATION RECOVERY (2005)
 PN0213
 PN0213'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PN0213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO0060 ***********************************************************************
 QO0060  DESIGNATION -  E 50
 QO0060  PID         -  QO0060
 QO0060  STATE/COUNTY-  WI/ST CROIX
 QO0060  USGS QUAD   -  FOREST (1975)
 QO0060
 QO0060                         *CURRENT SURVEY CONTROL
 QO0060  ___________________________________________________________________
 QO0060* NAD 83(1986)-  45 07 35.     (N)    092 21 33.     (W)     SCALED    
 QO0060* NAVD 88     -       318.019  (meters)    1043.37   (feet)  ADJUSTED  
 QO0060  ___________________________________________________________________
 QO0060  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 QO0060  DYNAMIC HT  -         317.975 (meters)    1043.22  (feet)  COMP
 QO0060  MODELED GRAV-     980,471.5   (mgal)                       NAVD 88
 QO0060
 QO0060  VERT ORDER  -  SECOND    CLASS 0
 QO0060
 QO0060.The horizontal coordinates were scaled from a topographic map and have
 QO0060.an estimated accuracy of +/- 6 seconds.
 QO0060
 QO0060.The orthometric height was determined by differential leveling
 QO0060.and adjusted by the National Geodetic Survey in June 1991..
 QO0060
 QO0060.The geoid height was determined by GEOID03.
 QO0060
 QO0060.The dynamic height is computed by dividing the NAVD 88
 QO0060.geopotential number by the normal gravity value computed on the
 QO0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0060.degrees latitude (g = 980.6199 gals.).
 QO0060
 QO0060.The modeled gravity was interpolated from observed gravity values.
 QO0060
 QO0060;                    North         East    Units  Estimated Accuracy
 QO0060;SPC WI C     -   146,380.      414,430.      MT  (+/- 180 meters Scaled)
 QO0060
 QO0060                          SUPERSEDED SURVEY CONTROL
 QO0060
 QO0060  NGVD 29 (??/??/92)  317.968  (m)         1043.20   (f) ADJ UNCH    2 0
 QO0060
 QO0060.Superseded values are not recommended for survey control.
 QO0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0060.See file dsdata.txt to determine how the superseded data were derived.
 QO0060
 QO0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK503971(NAD 83)
 QO0060_MARKER: DB = BENCH MARK DISK
 QO0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0060+STABILITY: SURFACE MOTION
 QO0060
 QO0060  HISTORY     - Date     Condition        Report By
 QO0060  HISTORY     - UNK      MONUMENTED       CGS
 QO0060  HISTORY     - 1934     GOOD             NGS
 QO0060  HISTORY     - 1975     MARK NOT FOUND   USGS
 QO0060  HISTORY     - 20031209 MARK NOT FOUND   WIDT
 QO0060
 QO0060                          STATION DESCRIPTION
 QO0060
 QO0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QO0060'IN CYLON.
 QO0060'5 RAILS EAST OF EAST LINE OF CYLON DEPOT 42 FEET SOUTH OF CENTER OF
 QO0060'MAIN TRACK OF SOO RY.  4 FEET SOUTH OF TELEPHONE POLE.
 QO0060
 QO0060                          STATION RECOVERY (1975)
 QO0060
 QO0060'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 QO0060'MARK NOT FOUND.
 QO0060
 QO0060                          STATION RECOVERY (2003)
 QO0060
 QO0060'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 QO0060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0281 ***********************************************************************
 PO0281  DESIGNATION -  E 51
 PO0281  PID         -  PO0281
 PO0281  STATE/COUNTY-  WI/DUNN
 PO0281  USGS QUAD   -  COLFAX SOUTH (1972)
 PO0281
 PO0281                         *CURRENT SURVEY CONTROL
 PO0281  ___________________________________________________________________
 PO0281* NAD 83(1986)-  44 58 34.     (N)    091 38 37.     (W)     SCALED    
 PO0281* NAVD 88     -       316.891  (meters)    1039.67   (feet)  ADJUSTED  
 PO0281  ___________________________________________________________________
 PO0281  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 PO0281  DYNAMIC HT  -         316.858 (meters)    1039.56  (feet)  COMP
 PO0281  MODELED GRAV-     980,505.8   (mgal)                       NAVD 88
 PO0281
 PO0281  VERT ORDER  -  SECOND    CLASS 0
 PO0281
 PO0281.The horizontal coordinates were scaled from a topographic map and have
 PO0281.an estimated accuracy of +/- 6 seconds.
 PO0281
 PO0281.The orthometric height was determined by differential leveling
 PO0281.and adjusted by the National Geodetic Survey in June 1991..
 PO0281
 PO0281.The geoid height was determined by GEOID03.
 PO0281
 PO0281.The dynamic height is computed by dividing the NAVD 88
 PO0281.geopotential number by the normal gravity value computed on the
 PO0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0281.degrees latitude (g = 980.6199 gals.).
 PO0281
 PO0281.The modeled gravity was interpolated from observed gravity values.
 PO0281
 PO0281;                    North         East    Units  Estimated Accuracy
 PO0281;SPC WI C     -   128,300.      470,370.      MT  (+/- 180 meters Scaled)
 PO0281
 PO0281                          SUPERSEDED SURVEY CONTROL
 PO0281
 PO0281  NGVD 29 (??/??/92)  316.864  (m)         1039.58   (f) ADJ UNCH    2 0
 PO0281
 PO0281.Superseded values are not recommended for survey control.
 PO0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0281.See file dsdata.txt to determine how the superseded data were derived.
 PO0281
 PO0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK069811(NAD 83)
 PO0281_MARKER: DB = BENCH MARK DISK
 PO0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0281+STABILITY: SURFACE MOTION
 PO0281
 PO0281  HISTORY     - Date     Condition        Report By
 PO0281  HISTORY     - UNK      MONUMENTED       CGS
 PO0281  HISTORY     - 1934     GOOD             NGS
 PO0281  HISTORY     - 20031204 MARK NOT FOUND   WIDT
 PO0281
 PO0281                          STATION DESCRIPTION
 PO0281
 PO0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PO0281'4.6 MI E FROM COLFAX.
 PO0281'4.6 MILES EAST OF COLFAX DEPOT 30 FEET SOUTH OF CENTER OF MAIN
 PO0281'TRACK OF SOO RY.  25 FEET WEST OF CENTER OF ROAD 14 FEET NORTH
 PO0281'OF FENCE CORNER AT MILE POST 364.4.
 PO0281
 PO0281                          STATION RECOVERY (2003)
 PO0281
 PO0281'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0281'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0236 ***********************************************************************
 PO0236  DESIGNATION -  E 52
 PO0236  PID         -  PO0236
 PO0236  STATE/COUNTY-  WI/EAU CLAIRE
 PO0236  USGS QUAD   -  AUGUSTA WEST (1964)
 PO0236
 PO0236                         *CURRENT SURVEY CONTROL
 PO0236  ___________________________________________________________________
 PO0236* NAD 83(1986)-  44 44 04.     (N)    091 12 04.     (W)     SCALED    
 PO0236* NAVD 88     -       287.392  (meters)     942.89   (feet)  ADJUSTED  
 PO0236  ___________________________________________________________________
 PO0236  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 PO0236  DYNAMIC HT  -         287.359 (meters)     942.78  (feet)  COMP
 PO0236  MODELED GRAV-     980,495.6   (mgal)                       NAVD 88
 PO0236
 PO0236  VERT ORDER  -  SECOND    CLASS 0
 PO0236
 PO0236.The horizontal coordinates were scaled from a topographic map and have
 PO0236.an estimated accuracy of +/- 6 seconds.
 PO0236
 PO0236.The orthometric height was determined by differential leveling
 PO0236.and adjusted by the National Geodetic Survey in June 1991..
 PO0236
 PO0236.The geoid height was determined by GEOID03.
 PO0236
 PO0236.The dynamic height is computed by dividing the NAVD 88
 PO0236.geopotential number by the normal gravity value computed on the
 PO0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0236.degrees latitude (g = 980.6199 gals.).
 PO0236
 PO0236.The modeled gravity was interpolated from observed gravity values.
 PO0236
 PO0236;                    North         East    Units  Estimated Accuracy
 PO0236;SPC WI C     -   100,830.      504,870.      MT  (+/- 180 meters Scaled)
 PO0236
 PO0236                          SUPERSEDED SURVEY CONTROL
 PO0236
 PO0236  NGVD 29 (??/??/92)  287.383  (m)          942.86   (f) ADJ UNCH    2 0
 PO0236
 PO0236.Superseded values are not recommended for survey control.
 PO0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0236.See file dsdata.txt to determine how the superseded data were derived.
 PO0236
 PO0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK424550(NAD 83)
 PO0236_MARKER: DB = BENCH MARK DISK
 PO0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0236+STABILITY: SURFACE MOTION
 PO0236
 PO0236  HISTORY     - Date     Condition        Report By
 PO0236  HISTORY     - UNK      MONUMENTED       CGS
 PO0236  HISTORY     - 1934     GOOD             NGS
 PO0236  HISTORY     - 1980     MARK NOT FOUND   WIDT
 PO0236  HISTORY     - 20031106 MARK NOT FOUND   WIDT
 PO0236
 PO0236                          STATION DESCRIPTION
 PO0236
 PO0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PO0236'4.1 MI S FROM FALL CREEK.
 PO0236'4.1 MILES SOUTH OF FALL CREEK DEPOT 24 FEET EAST OF CENTER OF
 PO0236'EAST MAIN TRACK OF C. AND N. W. RY. 27 FEET SOUTH OF CENTER OF
 PO0236'ROAD 30 FEET NORTH OF MILE POLE 103 - 27 4 RAILS SOUTH OF SIGNAL
 PO0236'BLOCK 103.7
 PO0236
 PO0236                          STATION RECOVERY (1980)
 PO0236
 PO0236'RECOVERY NOTE BY WI DEPT OF TRANSP 1980
 PO0236'MARK NOT FOUND.
 PO0236
 PO0236                          STATION RECOVERY (2003)
 PO0236
 PO0236'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0104 ***********************************************************************
 QN0104  DESIGNATION -  E 53
 QN0104  PID         -  QN0104
 QN0104  STATE/COUNTY-  WI/TAYLOR
 QN0104  USGS QUAD   -  WESTBORO (1970)
 QN0104
 QN0104                         *CURRENT SURVEY CONTROL
 QN0104  ___________________________________________________________________
 QN0104* NAD 83(1986)-  45 16 45.     (N)    090 18 37.     (W)     SCALED    
 QN0104* NAVD 88     -       463.689  (meters)    1521.29   (feet)  ADJUSTED  
 QN0104  ___________________________________________________________________
 QN0104  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 QN0104  DYNAMIC HT  -         463.654 (meters)    1521.17  (feet)  COMP
 QN0104  MODELED GRAV-     980,526.4   (mgal)                       NAVD 88
 QN0104
 QN0104  VERT ORDER  -  SECOND    CLASS 0
 QN0104
 QN0104.The horizontal coordinates were scaled from a topographic map and have
 QN0104.an estimated accuracy of +/- 6 seconds.
 QN0104
 QN0104.The orthometric height was determined by differential leveling
 QN0104.and adjusted by the National Geodetic Survey in June 1991..
 QN0104
 QN0104.The geoid height was determined by GEOID03.
 QN0104
 QN0104.The dynamic height is computed by dividing the NAVD 88
 QN0104.geopotential number by the normal gravity value computed on the
 QN0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0104.degrees latitude (g = 980.6199 gals.).
 QN0104
 QN0104.The modeled gravity was interpolated from observed gravity values.
 QN0104
 QN0104;                    North         East    Units  Estimated Accuracy
 QN0104;SPC WI C     -   160,710.      575,660.      MT  (+/- 180 meters Scaled)
 QN0104
 QN0104                          SUPERSEDED SURVEY CONTROL
 QN0104
 QN0104  NGVD 29 (??/??/92)  463.685  (m)         1521.27   (f) ADJ UNCH    2 0
 QN0104
 QN0104.Superseded values are not recommended for survey control.
 QN0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0104.See file dsdata.txt to determine how the superseded data were derived.
 QN0104
 QN0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL109174(NAD 83)
 QN0104_MARKER: DB = BENCH MARK DISK
 QN0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0104_STAMPING: E 53 1934
 QN0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0104+STABILITY: SURFACE MOTION
 QN0104
 QN0104  HISTORY     - Date     Condition        Report By
 QN0104  HISTORY     - 1934     MONUMENTED       CGS
 QN0104  HISTORY     - 20041006 MARK NOT FOUND   WIDT
 QN0104
 QN0104                          STATION DESCRIPTION
 QN0104
 QN0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QN0104'0.8 MI S FROM CHELSEA.
 QN0104'0.8 MILE SOUTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QN0104'MARIE RAILWAY FROM CHELSEA, TAYLOR COUNTY, 2 POLES SOUTH OF
 QN0104'MILEPOST 327, AT A COUNTY-ROAD CROSSING, 31 FEET NORTH OF THE
 QN0104'ROAD, AND 27 FEET WEST OF THE TRACK.  A STANDARD DISK, STAMPED
 QN0104'E 53 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QN0104
 QN0104                          STATION RECOVERY (2004)
 QN0104
 QN0104'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0177 ***********************************************************************
 PO0177  DESIGNATION -  E 54
 PO0177  PID         -  PO0177
 PO0177  STATE/COUNTY-  WI/CLARK
 PO0177  USGS QUAD   -  FAIRCHILD (1979)
 PO0177
 PO0177                         *CURRENT SURVEY CONTROL
 PO0177  ___________________________________________________________________
 PO0177* NAD 83(1986)-  44 32 18.     (N)    090 55 05.     (W)     SCALED    
 PO0177* NAVD 88     -       324.637  (meters)    1065.08   (feet)  ADJUSTED  
 PO0177  ___________________________________________________________________
 PO0177  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 PO0177  DYNAMIC HT  -         324.588 (meters)    1064.92  (feet)  COMP
 PO0177  MODELED GRAV-     980,459.7   (mgal)                       NAVD 88
 PO0177
 PO0177  VERT ORDER  -  SECOND    CLASS 0
 PO0177
 PO0177.The horizontal coordinates were scaled from a topographic map and have
 PO0177.an estimated accuracy of +/- 6 seconds.
 PO0177
 PO0177.The orthometric height was determined by differential leveling
 PO0177.and adjusted by the National Geodetic Survey in June 1991..
 PO0177
 PO0177.The geoid height was determined by GEOID03.
 PO0177
 PO0177.The dynamic height is computed by dividing the NAVD 88
 PO0177.geopotential number by the normal gravity value computed on the
 PO0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0177.degrees latitude (g = 980.6199 gals.).
 PO0177
 PO0177.The modeled gravity was interpolated from observed gravity values.
 PO0177
 PO0177;                    North         East    Units  Estimated Accuracy
 PO0177;SPC WI C     -    78,750.      527,040.      MT  (+/- 180 meters Scaled)
 PO0177
 PO0177                          SUPERSEDED SURVEY CONTROL
 PO0177
 PO0177  NGVD 29 (??/??/92)  324.628  (m)         1065.05   (f) ADJ UNCH    2 0
 PO0177
 PO0177.Superseded values are not recommended for survey control.
 PO0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0177.See file dsdata.txt to determine how the superseded data were derived.
 PO0177
 PO0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK654337(NAD 83)
 PO0177_MARKER: DB = BENCH MARK DISK
 PO0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0177_STAMPING: E 54 1934
 PO0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0177+STABILITY: SURFACE MOTION
 PO0177
 PO0177  HISTORY     - Date     Condition        Report By
 PO0177  HISTORY     - 1934     MONUMENTED       CGS
 PO0177  HISTORY     - 1977     MARK NOT FOUND   USGS
 PO0177
 PO0177                          STATION DESCRIPTION
 PO0177
 PO0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PO0177'1.5 MI N FROM HUMBIRD.
 PO0177'1.5 MILES NORTHWEST ALONG THE CHICAGO, SAINT PAUL, MINNEAPOLIS AND
 PO0177'OMAHA RAILWAY FROM HUMBIRD, CLARK COUNTY, 10 POLES SOUTHEAST OF
 PO0177'MILEPOST 124, AT A PRIVATE-ROAD CROSSING, 40 FEET SOUTHEAST OF THE
 PO0177'ROAD, 35 FEET SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND TRACK,
 PO0177'AND 10 FEET NORTHWEST OF A TELEGRAPH POLE.  A STANDARD DISK,
 PO0177'STAMPED E 54 1934 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 PO0177'THE GROUND.
 PO0177
 PO0177                          STATION RECOVERY (1977)
 PO0177
 PO0177'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 PO0177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0111 ***********************************************************************
 PO0111  DESIGNATION -  E 55
 PO0111  PID         -  PO0111
 PO0111  STATE/COUNTY-  WI/MONROE
 PO0111  USGS QUAD   -  WYEVILLE (1981)
 PO0111
 PO0111                         *CURRENT SURVEY CONTROL
 PO0111  ___________________________________________________________________
 PO0111* NAD 83(1986)-  44 06 10.     (N)    090 28 02.     (W)     SCALED    
 PO0111* NAVD 88     -       296.073  (meters)     971.37   (feet)  ADJUSTED  
 PO0111  ___________________________________________________________________
 PO0111  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 PO0111  DYNAMIC HT  -         296.013 (meters)     971.17  (feet)  COMP
 PO0111  MODELED GRAV-     980,408.8   (mgal)                       NAVD 88
 PO0111
 PO0111  VERT ORDER  -  SECOND    CLASS 0
 PO0111
 PO0111.The horizontal coordinates were scaled from a topographic map and have
 PO0111.an estimated accuracy of +/- 6 seconds.
 PO0111
 PO0111.The orthometric height was determined by differential leveling
 PO0111.and adjusted by the National Geodetic Survey in June 1991..
 PO0111
 PO0111.The geoid height was determined by GEOID03.
 PO0111
 PO0111.The dynamic height is computed by dividing the NAVD 88
 PO0111.geopotential number by the normal gravity value computed on the
 PO0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0111.degrees latitude (g = 980.6199 gals.).
 PO0111
 PO0111.The modeled gravity was interpolated from observed gravity values.
 PO0111
 PO0111;                    North         East    Units  Estimated Accuracy
 PO0111;SPC WI S     -   233,710.      562,590.      MT  (+/- 180 meters Scaled)
 PO0111
 PO0111                          SUPERSEDED SURVEY CONTROL
 PO0111
 PO0111  NGVD 29 (??/??/92)  296.073  (m)          971.37   (f) ADJ UNCH    2 0
 PO0111
 PO0111.Superseded values are not recommended for survey control.
 PO0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0111.See file dsdata.txt to determine how the superseded data were derived.
 PO0111
 PO0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ027864(NAD 83)
 PO0111_MARKER: DB = BENCH MARK DISK
 PO0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0111+STABILITY: SURFACE MOTION
 PO0111
 PO0111  HISTORY     - Date     Condition        Report By
 PO0111  HISTORY     - UNK      MONUMENTED       CGS
 PO0111  HISTORY     - 1934     GOOD             NGS
 PO0111  HISTORY     - 20031017 MARK NOT FOUND   WIDT
 PO0111
 PO0111                          STATION DESCRIPTION
 PO0111
 PO0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PO0111'2.7 MI S FROM WARRENS.
 PO0111'2.7 MILES SOUTH OF BY RAILROAD ALONG THE CHICAGO MINNEAPOLIS
 PO0111'ST PAUL AND OMAHA RR 20 FEET E OF THE CENTER OF NORTHBOUND TRACK
 PO0111'20 FEET NORTH OF COUNTY ROAD CROSSING AT EDGE OF ROAD FILL MP
 PO0111'166 + 32 2 IN ABOVE THE GROUND.
 PO0111
 PO0111                          STATION RECOVERY (2003)
 PO0111
 PO0111'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0111'WHITE WITNESS POST FOUND. MARK MAY BE BURIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0249 ***********************************************************************
 QN0249  DESIGNATION -  E 57
 QN0249  PID         -  QN0249
 QN0249  STATE/COUNTY-  WI/BARRON
 QN0249  USGS QUAD   -  CHETEK (1978)
 QN0249
 QN0249                         *CURRENT SURVEY CONTROL
 QN0249  ___________________________________________________________________
 QN0249* NAD 83(1986)-  45 19 40.     (N)    091 40 08.     (W)     SCALED    
 QN0249* NAVD 88     -       321.213  (meters)    1053.85   (feet)  ADJUSTED  
 QN0249  ___________________________________________________________________
 QN0249  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 QN0249  DYNAMIC HT  -         321.192 (meters)    1053.78  (feet)  COMP
 QN0249  MODELED GRAV-     980,540.7   (mgal)                       NAVD 88
 QN0249
 QN0249  VERT ORDER  -  SECOND    CLASS 0
 QN0249
 QN0249.The horizontal coordinates were scaled from a topographic map and have
 QN0249.an estimated accuracy of +/- 6 seconds.
 QN0249
 QN0249.The orthometric height was determined by differential leveling
 QN0249.and adjusted by the National Geodetic Survey in June 1991..
 QN0249
 QN0249.The geoid height was determined by GEOID03.
 QN0249
 QN0249.The dynamic height is computed by dividing the NAVD 88
 QN0249.geopotential number by the normal gravity value computed on the
 QN0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0249.degrees latitude (g = 980.6199 gals.).
 QN0249
 QN0249.The modeled gravity was interpolated from observed gravity values.
 QN0249
 QN0249;                    North         East    Units  Estimated Accuracy
 QN0249;SPC WI C     -   167,410.      469,180.      MT  (+/- 180 meters Scaled)
 QN0249
 QN0249                          SUPERSEDED SURVEY CONTROL
 QN0249
 QN0249  NGVD 29 (??/??/92)  321.202  (m)         1053.81   (f) ADJ UNCH    2 0
 QN0249
 QN0249.Superseded values are not recommended for survey control.
 QN0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0249.See file dsdata.txt to determine how the superseded data were derived.
 QN0249
 QN0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL043202(NAD 83)
 QN0249_MARKER: DB = BENCH MARK DISK
 QN0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0249_STAMPING: E 57 1934
 QN0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0249+STABILITY: SURFACE MOTION
 QN0249
 QN0249  HISTORY     - Date     Condition        Report By
 QN0249  HISTORY     - 1934     MONUMENTED       CGS
 QN0249  HISTORY     - 1951     MARK NOT FOUND   USGS
 QN0249  HISTORY     - 20031104 MARK NOT FOUND   WIDT
 QN0249  HISTORY     - 20040921 MARK NOT FOUND   WIDT
 QN0249
 QN0249                          STATION DESCRIPTION
 QN0249
 QN0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QN0249'1.2 MI N FROM CHETEK.
 QN0249'1.2 MILES NORTH OF CHETEK ALONG THE CHICAGO, SAINT PAUL,
 QN0249'MINNEAPOLIS AND OMAHA RAILWAY FROM CHETEK, BARRON COUNTY, 3 1/2
 QN0249'POLES NORTH OF MILEPOST 43, 50 FEET WEST OF THE CENTERLINE OF
 QN0249'U.S. HIGHWAY 53, AND 40 FEET EAST OF THE CENTERLINE OF THE TRACK.
 QN0249'A STANDARD DISK STAMPED E 57 1934 AND SET IN THE TOP OF A CONCRETE
 QN0249'POST.
 QN0249
 QN0249                          STATION RECOVERY (1951)
 QN0249
 QN0249'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 QN0249'MARK NOT FOUND.
 QN0249
 QN0249                          STATION RECOVERY (2003)
 QN0249
 QN0249'RECOVERY NOTE BY WI DEPT OF TRANSP 2003
 QN0249'MARK NOT FOUND.
 QN0249
 QN0249                          STATION RECOVERY (2004)
 QN0249
 QN0249'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0301 ***********************************************************************
 PO0301  DESIGNATION -  E 58
 PO0301  PID         -  PO0301
 PO0301  STATE/COUNTY-  WI/EAU CLAIRE
 PO0301  USGS QUAD   -  ELK CREEK LAKE (1972)
 PO0301
 PO0301                         *CURRENT SURVEY CONTROL
 PO0301  ___________________________________________________________________
 PO0301* NAD 83(1986)-  44 45 05.     (N)    091 39 00.     (W)     SCALED    
 PO0301* NAVD 88     -       231.394  (meters)     759.17   (feet)  ADJUSTED  
 PO0301  ___________________________________________________________________
 PO0301  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 PO0301  DYNAMIC HT  -         231.371 (meters)     759.09  (feet)  COMP
 PO0301  MODELED GRAV-     980,515.9   (mgal)                       NAVD 88
 PO0301
 PO0301  VERT ORDER  -  SECOND    CLASS 0
 PO0301
 PO0301.The horizontal coordinates were scaled from a topographic map and have
 PO0301.an estimated accuracy of +/- 6 seconds.
 PO0301
 PO0301.The orthometric height was determined by differential leveling
 PO0301.and adjusted by the National Geodetic Survey in June 1991..
 PO0301
 PO0301.The geoid height was determined by GEOID03.
 PO0301
 PO0301.The dynamic height is computed by dividing the NAVD 88
 PO0301.geopotential number by the normal gravity value computed on the
 PO0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0301.degrees latitude (g = 980.6199 gals.).
 PO0301
 PO0301.The modeled gravity was interpolated from observed gravity values.
 PO0301
 PO0301;                    North         East    Units  Estimated Accuracy
 PO0301;SPC WI C     -   103,340.      469,360.      MT  (+/- 180 meters Scaled)
 PO0301
 PO0301                          SUPERSEDED SURVEY CONTROL
 PO0301
 PO0301  NGVD 29 (??/??/92)  231.375  (m)          759.10   (f) ADJ UNCH    2 0
 PO0301
 PO0301.Superseded values are not recommended for survey control.
 PO0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0301.See file dsdata.txt to determine how the superseded data were derived.
 PO0301
 PO0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK068562(NAD 83)
 PO0301_MARKER: DB = BENCH MARK DISK
 PO0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0301+STABILITY: SURFACE MOTION
 PO0301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PO0301+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2004
 PO0301
 PO0301  HISTORY     - Date     Condition        Report By
 PO0301  HISTORY     - UNK      MONUMENTED       CGS
 PO0301  HISTORY     - 1934     GOOD             NGS
 PO0301  HISTORY     - 1972     GOOD             USGS
 PO0301  HISTORY     - 20040416 GOOD             INDIV
 PO0301
 PO0301                          STATION DESCRIPTION
 PO0301
 PO0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PO0301'1.4 MI E FROM CARYVILLE.
 PO0301'1.4 MILES EAST OF CARYVILLE DEPOT 43 FEET NORTH OF CENTER OF MAIN
 PO0301'TRACK OF C. M. ST. P. AND P. RR.  33 FEET EAST OF FENCE CORNER 63
 PO0301'FEET EAST OF CENTER OF ROAD AT MILE POST 38.8.
 PO0301
 PO0301                          STATION RECOVERY (1972)
 PO0301
 PO0301'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 PO0301'RECOVERED IN GOOD CONDITION.
 PO0301
 PO0301                          STATION RECOVERY (2004)
 PO0301
 PO0301'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (LEK)
 PO0301'RR LINE ABANDONED, TRACK REMOVED, TRACK BED BITUMINOUS SURFACED FOR
 PO0301'RECREATIONAL TRAIL.
 PO0301'TOWN ROAD NOW E.C. COUNTY HIGHWAY 'C'
 PO0301'PO0301 ELEVATED +- 2 INCH.  8' EASTERLY OF BURIED POWER LINE MARKER.
 PO0301'UNDER OVERHEAD POWER LINE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP0033 ***********************************************************************
 PP0033  DESIGNATION -  E 59
 PP0033  PID         -  PP0033
 PP0033  STATE/COUNTY-  WI/PIERCE
 PP0033  USGS QUAD   -  ELLSWORTH (1974)
 PP0033
 PP0033                         *CURRENT SURVEY CONTROL
 PP0033  ___________________________________________________________________
 PP0033* NAD 83(1986)-  44 44 01.     (N)    092 28 12.     (W)     SCALED    
 PP0033* NAVD 88     -       328.916  (meters)    1079.12   (feet)  ADJUSTED  
 PP0033  ___________________________________________________________________
 PP0033  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 PP0033  DYNAMIC HT  -         328.869 (meters)    1078.96  (feet)  COMP
 PP0033  MODELED GRAV-     980,466.1   (mgal)                       NAVD 88
 PP0033
 PP0033  VERT ORDER  -  SECOND    CLASS 0
 PP0033
 PP0033.The horizontal coordinates were scaled from a topographic map and have
 PP0033.an estimated accuracy of +/- 6 seconds.
 PP0033
 PP0033.The orthometric height was determined by differential leveling
 PP0033.and adjusted by the National Geodetic Survey in June 1991..
 PP0033
 PP0033.The geoid height was determined by GEOID03.
 PP0033
 PP0033.The dynamic height is computed by dividing the NAVD 88
 PP0033.geopotential number by the normal gravity value computed on the
 PP0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0033.degrees latitude (g = 980.6199 gals.).
 PP0033
 PP0033.The modeled gravity was interpolated from observed gravity values.
 PP0033
 PP0033;                    North         East    Units  Estimated Accuracy
 PP0033;SPC WI C     -   103,010.      404,390.      MT  (+/- 180 meters Scaled)
 PP0033
 PP0033                          SUPERSEDED SURVEY CONTROL
 PP0033
 PP0033  NGVD 29 (??/??/92)  328.909  (m)         1079.10   (f) ADJ UNCH    2 0
 PP0033
 PP0033.Superseded values are not recommended for survey control.
 PP0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0033.See file dsdata.txt to determine how the superseded data were derived.
 PP0033
 PP0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK419534(NAD 83)
 PP0033_MARKER: DB = BENCH MARK DISK
 PP0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0033+STABILITY: SURFACE MOTION
 PP0033
 PP0033  HISTORY     - Date     Condition        Report By
 PP0033  HISTORY     - UNK      MONUMENTED       CGS
 PP0033  HISTORY     - 1934     GOOD             NGS
 PP0033  HISTORY     - 1974     MARK NOT FOUND   USGS
 PP0033  HISTORY     - 20031204 MARK NOT FOUND   WIDT
 PP0033
 PP0033                          STATION DESCRIPTION
 PP0033
 PP0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PP0033'IN ELLSWORTH.
 PP0033'IN THE WEST END OF A TRIANGULAR CITY PARK FORMED AT THE INTERSECTION
 PP0033'OF HIGHWAY NO. 35 AND MIDWAY STREET.  40 FEET SOUTH OF CENTER OF
 PP0033'MIDWAY STREET.  4 FEET SOUTH OF TELEPHONE POLE.  12 FEET EAST OF 14
 PP0033'IN. OAK TREE.  150 FEET EAST OF WEST END OF PARK.  3 BLOCKS WEST OF
 PP0033'THE DEPOT.
 PP0033
 PP0033                          STATION RECOVERY (1974)
 PP0033
 PP0033'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 PP0033'MARK NOT FOUND.
 PP0033
 PP0033                          STATION RECOVERY (2003)
 PP0033
 PP0033'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PP0033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0104 ***********************************************************************
 PN0104  DESIGNATION -  E 6
 PN0104  PID         -  PN0104
 PN0104  STATE/COUNTY-  WI/BROWN
 PN0104  USGS QUAD   -  SUAMICO (1974)
 PN0104
 PN0104                         *CURRENT SURVEY CONTROL
 PN0104  ___________________________________________________________________
 PN0104* NAD 83(1986)-  44 37 49.     (N)    088 03 06.     (W)     SCALED    
 PN0104* NAVD 88     -       183.679  (meters)     602.62   (feet)  ADJUSTED  
 PN0104  ___________________________________________________________________
 PN0104  GEOID HEIGHT-         -36.23  (meters)                     GEOID03
 PN0104  DYNAMIC HT  -         183.658 (meters)     602.55  (feet)  COMP
 PN0104  MODELED GRAV-     980,501.4   (mgal)                       NAVD 88
 PN0104
 PN0104  VERT ORDER  -  FIRST     CLASS 0
 PN0104
 PN0104.The horizontal coordinates were scaled from a topographic map and have
 PN0104.an estimated accuracy of +/- 6 seconds.
 PN0104
 PN0104.The orthometric height was determined by differential leveling
 PN0104.and adjusted by the National Geodetic Survey in June 1991..
 PN0104
 PN0104.The geoid height was determined by GEOID03.
 PN0104
 PN0104.The dynamic height is computed by dividing the NAVD 88
 PN0104.geopotential number by the normal gravity value computed on the
 PN0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0104.degrees latitude (g = 980.6199 gals.).
 PN0104
 PN0104.The modeled gravity was interpolated from observed gravity values.
 PN0104
 PN0104;                    North         East    Units  Estimated Accuracy
 PN0104;SPC WI C     -    90,410.      754,580.      MT  (+/- 180 meters Scaled)
 PN0104
 PN0104                          SUPERSEDED SURVEY CONTROL
 PN0104
 PN0104  NGVD 29 (??/??/92)  183.717  (m)          602.74   (f) ADJ UNCH    1 0
 PN0104
 PN0104.Superseded values are not recommended for survey control.
 PN0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0104.See file dsdata.txt to determine how the superseded data were derived.
 PN0104
 PN0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ165424(NAD 83)
 PN0104_MARKER: DB = BENCH MARK DISK
 PN0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0104_STAMPING: E 6 1930 602.745
 PN0104_MARK LOGO: CGS   
 PN0104_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0104+STABILITY: SURFACE MOTION
 PN0104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0104+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2005
 PN0104
 PN0104  HISTORY     - Date     Condition        Report By
 PN0104  HISTORY     - 1930     MONUMENTED       CGS
 PN0104  HISTORY     - 1972     GOOD             NGS
 PN0104  HISTORY     - 19940503 GOOD             WI-009
 PN0104  HISTORY     - 20010331 GOOD             NGS
 PN0104  HISTORY     - 20021115 GOOD             USPSQD
 PN0104  HISTORY     - 20050815 GOOD             WIDT
 PN0104
 PN0104                          STATION DESCRIPTION
 PN0104
 PN0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PN0104'AT SUAMICO.
 PN0104'AT SUAMICO, ABOUT 0.1 MILE SOUTH ALONG THE CHICAGO AND NORTH
 PN0104'WESTERN RAILWAY FROM THE RAILROAD OVERPASS OVER RIVERSIDE DRIVE,
 PN0104'55 FEET NORTHEAST OF AND ACROSS THE TRACK FROM THE RAILROAD
 PN0104'SIGN BIG SUAMICO, 64 1/2 FEET NORTHEAST OF AND ACROSS THE TRACK
 PN0104'FROM POWER POLE 2520-22E43, L100-4264, 26.3 FEET EAST OF THE
 PN0104'EAST RAIL, 67 1/2 FEET SOUTH OF THE 3 RD TELEGRAPH POLE SOUTH
 PN0104'OF THE OVERPASS, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP
 PN0104'OF A CONCRETE POST 1 INCH BELOW THE LEVEL OF THE GROUND.
 PN0104'SEC 22, T 25 N, R 20 E.
 PN0104
 PN0104                          STATION RECOVERY (1994)
 PN0104
 PN0104'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0104'RECOVERED AS DESCRIBED.  ADDED WHITE SIGN POST.
 PN0104
 PN0104                          STATION RECOVERY (2001)
 PN0104
 PN0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PN0104'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PN0104
 PN0104                          STATION RECOVERY (2002)
 PN0104
 PN0104'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0104'RECOVERED IN GOOD CONDITION.  STATION IS 1 FOOT WEST OF A WITNESS
 PN0104'POST.
 PN0104
 PN0104                          STATION RECOVERY (2005)
 PN0104
 PN0104'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0104'RECOVERED IN GOOD CONDITION. ADD--THE STATION IS 0.5 M WEST OF A WHITE
 PN0104'PLASTIC WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0262 ***********************************************************************
 PO0262  DESIGNATION -  E 60
 PO0262  PID         -  PO0262
 PO0262  STATE/COUNTY-  WI/TREMPEALEAU
 PO0262  USGS QUAD   -  INDEPENDENCE (1973)
 PO0262
 PO0262                         *CURRENT SURVEY CONTROL
 PO0262  ___________________________________________________________________
 PO0262* NAD 83(1986)-  44 21 22.     (N)    091 25 15.     (W)     SCALED    
 PO0262* NAVD 88     -       238.394  (meters)     782.13   (feet)  ADJUSTED  
 PO0262  ___________________________________________________________________
 PO0262  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 PO0262  DYNAMIC HT  -         238.366 (meters)     782.04  (feet)  COMP
 PO0262  MODELED GRAV-     980,491.7   (mgal)                       NAVD 88
 PO0262
 PO0262  VERT ORDER  -  SECOND    CLASS 0
 PO0262
 PO0262.The horizontal coordinates were scaled from a topographic map and have
 PO0262.an estimated accuracy of +/- 6 seconds.
 PO0262
 PO0262.The orthometric height was determined by differential leveling
 PO0262.and adjusted by the National Geodetic Survey in June 1991..
 PO0262
 PO0262.The geoid height was determined by GEOID03.
 PO0262
 PO0262.The dynamic height is computed by dividing the NAVD 88
 PO0262.geopotential number by the normal gravity value computed on the
 PO0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0262.degrees latitude (g = 980.6199 gals.).
 PO0262
 PO0262.The modeled gravity was interpolated from observed gravity values.
 PO0262
 PO0262;                    North         East    Units  Estimated Accuracy
 PO0262;SPC WI C     -    59,080.      486,730.      MT  (+/- 180 meters Scaled)
 PO0262
 PO0262                          SUPERSEDED SURVEY CONTROL
 PO0262
 PO0262  NGVD 29 (??/??/92)  238.409  (m)          782.18   (f) ADJ UNCH    2 0
 PO0262
 PO0262.Superseded values are not recommended for survey control.
 PO0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0262.See file dsdata.txt to determine how the superseded data were derived.
 PO0262
 PO0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK258126(NAD 83)
 PO0262_MARKER: DB = BENCH MARK DISK
 PO0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0262+STABILITY: SURFACE MOTION
 PO0262
 PO0262  HISTORY     - Date     Condition        Report By
 PO0262  HISTORY     - UNK      MONUMENTED       CGS
 PO0262  HISTORY     - 1934     GOOD             NGS
 PO0262  HISTORY     - 20031119 MARK NOT FOUND   WIDT
 PO0262
 PO0262                          STATION DESCRIPTION
 PO0262
 PO0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PO0262'IN INDEPENDENCE.
 PO0262'IN INDEPENDENCE NEAR THE GREEN BAY AND WESTERN RR DEPOT 13 FEET
 PO0262'SOUTH OF CENTER OF TRACK OPPOSITE EAST END OF DEPOT 25 FEET
 PO0262'WEST OF CENTER OF STREET CROSSING 1 IN ABOVE THE GROUND
 PO0262
 PO0262                          STATION RECOVERY (2003)
 PO0262
 PO0262'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0262'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL1130 ***********************************************************************
 RL1130  DESIGNATION -  E 61
 RL1130  PID         -  RL1130
 RL1130  STATE/COUNTY-  WI/VILAS
 RL1130  USGS QUAD   -  WINCHESTER (1981)
 RL1130
 RL1130                         *CURRENT SURVEY CONTROL
 RL1130  ___________________________________________________________________
 RL1130* NAD 83(1986)-  46 12 54.     (N)    089 54 28.     (W)     SCALED    
 RL1130* NAVD 88     -       498.713  (meters)    1636.19   (feet)  ADJUSTED  
 RL1130  ___________________________________________________________________
 RL1130  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 RL1130  DYNAMIC HT  -         498.709 (meters)    1636.18  (feet)  COMP
 RL1130  MODELED GRAV-     980,592.2   (mgal)                       NAVD 88
 RL1130
 RL1130  VERT ORDER  -  SECOND    CLASS 0
 RL1130
 RL1130.The horizontal coordinates were scaled from a topographic map and have
 RL1130.an estimated accuracy of +/- 6 seconds.
 RL1130
 RL1130.The orthometric height was determined by differential leveling
 RL1130.and adjusted by the National Geodetic Survey in June 1991..
 RL1130
 RL1130.The geoid height was determined by GEOID03.
 RL1130
 RL1130.The dynamic height is computed by dividing the NAVD 88
 RL1130.geopotential number by the normal gravity value computed on the
 RL1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1130.degrees latitude (g = 980.6199 gals.).
 RL1130
 RL1130.The modeled gravity was interpolated from observed gravity values.
 RL1130
 RL1130;                    North         East    Units  Estimated Accuracy
 RL1130;SPC WI N     -   116,520.      607,120.      MT  (+/- 180 meters Scaled)
 RL1130
 RL1130                          SUPERSEDED SURVEY CONTROL
 RL1130
 RL1130  NGVD 29 (??/??/92)  498.703  (m)         1636.16   (f) ADJ UNCH    2 0
 RL1130
 RL1130.Superseded values are not recommended for survey control.
 RL1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1130.See file dsdata.txt to determine how the superseded data were derived.
 RL1130
 RL1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS757220(NAD 83)
 RL1130_MARKER: DB = BENCH MARK DISK
 RL1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1130_STAMPING: E 61 1948
 RL1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1130+STABILITY: SURFACE MOTION
 RL1130_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1130+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2005
 RL1130
 RL1130  HISTORY     - Date     Condition        Report By
 RL1130  HISTORY     - 1948     MONUMENTED       CGS
 RL1130  HISTORY     - 1988     GOOD             USPSQD
 RL1130  HISTORY     - 19960624 GOOD             USPSQD
 RL1130  HISTORY     - 20050914 GOOD             WIDT
 RL1130
 RL1130                          STATION DESCRIPTION
 RL1130
 RL1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1130'0.8 MI SW FROM WINCHESTER.
 RL1130'ABOUT 0.85 MILE WEST AND SOUTH ALONG A GRAVEL ROAD FROM THE
 RL1130'GRADE SCHOOL AT WINCHESTER, ABOUT 0.15 MILE SOUTHWEST OF A ROAD
 RL1130'SOUTHEAST TO THE PROPERTY OF CHARLES WURM, 30 FEET SOUTHEAST
 RL1130'OF THE CENTER LINE OF THE ROAD, 20 FEET WEST OF A
 RL1130'TRIANGULAR BLAZED 9-INCH ASPEN TREE, 12 FEET NORTH-NORTHEAST
 RL1130'OF A TRIANGULAR BLAZED 7-INCH ASPEN TREE, 8 FEET WEST-NORTHWEST
 RL1130'OF A TRIANGULAR BLAZED 10-INCH ASPEN TREE, 32 FEET SOUTH OF A
 RL1130'TELEPHONE POLE, 2 1/2 FEET ABOVE THE ROAD AND SET IN THE TOP
 RL1130'OF A CONCRETE POST PROJECTING 4 INCHES.
 RL1130
 RL1130                          STATION RECOVERY (1988)
 RL1130
 RL1130'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL1130'RECOVERED IN GOOD CONDITION.
 RL1130
 RL1130                          STATION RECOVERY (1996)
 RL1130
 RL1130'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL1130'RECOVERED IN GOOD CONDITION.
 RL1130
 RL1130                          STATION RECOVERY (2005)
 RL1130
 RL1130'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1130'RECOVERED IN GOOD CONDITION. -ADD-THE STATION IS 0.3 M NORTHWEST OF A
 RL1130'WHITE WITNESS SIGN ON A STEEL POST, AND PROTRUDES 23 CM ABOVE THE
 RL1130'GROUND. -NOTE-ALL OF THE ORIGINAL REFERENCE TREES AND TELEPHONE POLES
 RL1130'HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL1098 ***********************************************************************
 RL1098  DESIGNATION -  E 62
 RL1098  PID         -  RL1098
 RL1098  STATE/COUNTY-  WI/VILAS
 RL1098  USGS QUAD   -  PHELPS (1981)
 RL1098
 RL1098                         *CURRENT SURVEY CONTROL
 RL1098  ___________________________________________________________________
 RL1098* NAD 83(1986)-  46 04 23.     (N)    089 05 31.     (W)     SCALED    
 RL1098* NAVD 88     -       531.038  (meters)    1742.25   (feet)  ADJUSTED  
 RL1098  ___________________________________________________________________
 RL1098  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 RL1098  DYNAMIC HT  -         531.029 (meters)    1742.22  (feet)  COMP
 RL1098  MODELED GRAV-     980,581.8   (mgal)                       NAVD 88
 RL1098
 RL1098  VERT ORDER  -  SECOND    CLASS 0
 RL1098
 RL1098.The horizontal coordinates were scaled from a topographic map and have
 RL1098.an estimated accuracy of +/- 6 seconds.
 RL1098
 RL1098.The orthometric height was determined by differential leveling
 RL1098.and adjusted by the National Geodetic Survey in June 1991..
 RL1098
 RL1098.The geoid height was determined by GEOID03.
 RL1098
 RL1098.The dynamic height is computed by dividing the NAVD 88
 RL1098.geopotential number by the normal gravity value computed on the
 RL1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1098.degrees latitude (g = 980.6199 gals.).
 RL1098
 RL1098.The modeled gravity was interpolated from observed gravity values.
 RL1098
 RL1098;                    North         East    Units  Estimated Accuracy
 RL1098;SPC WI N     -   101,140.      670,240.      MT  (+/- 180 meters Scaled)
 RL1098
 RL1098                          SUPERSEDED SURVEY CONTROL
 RL1098
 RL1098  NGVD 29 (??/??/92)  531.042  (m)         1742.26   (f) ADJ UNCH    2 0
 RL1098
 RL1098.Superseded values are not recommended for survey control.
 RL1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1098.See file dsdata.txt to determine how the superseded data were derived.
 RL1098
 RL1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS382042(NAD 83)
 RL1098_MARKER: DB = BENCH MARK DISK
 RL1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1098_STAMPING: E 62 1948
 RL1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1098+STABILITY: SURFACE MOTION
 RL1098
 RL1098  HISTORY     - Date     Condition        Report By
 RL1098  HISTORY     - 1948     MONUMENTED       CGS
 RL1098  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 RL1098  HISTORY     - 20020618 MARK NOT FOUND   USPSQD
 RL1098  HISTORY     - 20051005 MARK NOT FOUND   WIDT
 RL1098
 RL1098                          STATION DESCRIPTION
 RL1098
 RL1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1098'0.6 MI NW FROM PHELPS.
 RL1098'ABOUT 0.55 MILE NORTHWEST ALONG COUNTY HIGHWAY E FROM ITS
 RL1098'JUNCTION WITH STATE HIGHWAY 17 AT PHELPS, ABOUT 0.2 MILE
 RL1098'NORTHWEST OF A RAILROAD CROSSING, AT THE JUNCTION OF A ROAD WEST
 RL1098'(LAKOTA ROAD), 31 FEET SOUTH OF THE CENTER LINE OF LAKOTA ROAD,
 RL1098'93 FEET SOUTHWEST OF THE CENTER LINE OF COUNTY HIGHWAY E, 22
 RL1098'FEET EAST OF A TELEPHONE POLE AND ABOUT 4.5 FEET SOUTH OF BEING
 RL1098'IN LINE WITH THE ROW OF POLES, 30 FEET EAST OF THE CENTER LINE
 RL1098'OF A DRIVE WAY SOUTH, 2 FEET WEST OF A WHITE WOODEN WITNESS
 RL1098'POST, ABOUT LEVEL WITH THE ROAD WEST AND SET IN THE TOP OF A
 RL1098'CONCRETE POST PROJECTING 2 INCHES.
 RL1098
 RL1098                          STATION RECOVERY (1997)
 RL1098
 RL1098'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL1098'MARK NOT FOUND.
 RL1098
 RL1098                          STATION RECOVERY (2002)
 RL1098
 RL1098'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL1098'MARK NOT FOUND.
 RL1098
 RL1098                          STATION RECOVERY (2005)
 RL1098
 RL1098'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1098'MARK NOT FOUND.  ADD-THE DIMMENSIONS PLACE THE STATION IN THE
 RL1098'CENTERLINE OF A RIP RAPPED DITCHLINE, STATION WAS MOST LIKELY
 RL1098'DISTURBED DURING RECONSTRUCTION OF THE DITCHLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL1078 ***********************************************************************
 RL1078  DESIGNATION -  E 63
 RL1078  PID         -  RL1078
 RL1078  STATE/COUNTY-  WI/VILAS
 RL1078  USGS QUAD   -  PHELPS (1981)
 RL1078
 RL1078                         *CURRENT SURVEY CONTROL
 RL1078  ___________________________________________________________________
 RL1078* NAD 83(1986)-  46 03 28.     (N)    089 05 54.     (W)     SCALED    
 RL1078* NAVD 88     -       516.951  (meters)    1696.03   (feet)  ADJUSTED  
 RL1078  ___________________________________________________________________
 RL1078  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 RL1078  DYNAMIC HT  -         516.940 (meters)    1695.99  (feet)  COMP
 RL1078  MODELED GRAV-     980,578.5   (mgal)                       NAVD 88
 RL1078
 RL1078  VERT ORDER  -  SECOND    CLASS 0
 RL1078
 RL1078.The horizontal coordinates were scaled from a topographic map and have
 RL1078.an estimated accuracy of +/- 6 seconds.
 RL1078
 RL1078.The orthometric height was determined by differential leveling
 RL1078.and adjusted by the National Geodetic Survey in June 1991..
 RL1078
 RL1078.The geoid height was determined by GEOID03.
 RL1078
 RL1078.The dynamic height is computed by dividing the NAVD 88
 RL1078.geopotential number by the normal gravity value computed on the
 RL1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1078.degrees latitude (g = 980.6199 gals.).
 RL1078
 RL1078.The modeled gravity was interpolated from observed gravity values.
 RL1078
 RL1078;                    North         East    Units  Estimated Accuracy
 RL1078;SPC WI N     -    99,440.      669,770.      MT  (+/- 180 meters Scaled)
 RL1078
 RL1078                          SUPERSEDED SURVEY CONTROL
 RL1078
 RL1078  NGVD 29 (??/??/92)  516.952  (m)         1696.03   (f) ADJ UNCH    2 0
 RL1078
 RL1078.Superseded values are not recommended for survey control.
 RL1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1078.See file dsdata.txt to determine how the superseded data were derived.
 RL1078
 RL1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS376026(NAD 83)
 RL1078_MARKER: DB = BENCH MARK DISK
 RL1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1078_STAMPING: E 63 1948
 RL1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1078+STABILITY: SURFACE MOTION
 RL1078_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1078+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2005
 RL1078
 RL1078  HISTORY     - Date     Condition        Report By
 RL1078  HISTORY     - 1948     MONUMENTED       CGS
 RL1078  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 RL1078  HISTORY     - 20051005 GOOD             WIDT
 RL1078
 RL1078                          STATION DESCRIPTION
 RL1078
 RL1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1078'0.9 MI SW FROM PHELPS.
 RL1078'ABOUT 0.9 MILE SOUTHWEST ALONG STATE HIGHWAY 17 FROM THE PHELPS
 RL1078'STATE BANK BUILDING AT PHELPS, ABOUT 0.3 MILE SOUTHWEST OF THE
 RL1078'Y JUNCTION OF A BLACK TOP ROAD SOUTH, 36 FEET NORTHWEST OF THE
 RL1078'CENTER LINE OF THE HIGHWAY, 9 YARDS SOUTHEAST OF THE TOP OF THE
 RL1078'HIGH BANK OF NORTH TWIN LAKE SHORE, 26 FEET NORTHEAST OF POWER
 RL1078'LINE BRACE POLE NO. L 30 N 45 717, 81 FEET NORTHEAST OF A
 RL1078'TELEPHONE POLE STANDING ON THE NORTHEAST END OF A SHORT 5-FOOT
 RL1078'CUT, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, 1 FOOT
 RL1078'BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL1078'5 INCHES.
 RL1078
 RL1078                          STATION RECOVERY (1997)
 RL1078
 RL1078'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL1078'MARK NOT FOUND.
 RL1078
 RL1078                          STATION RECOVERY (2005)
 RL1078
 RL1078'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1078'RECOVERED IN GOOD CONDITION.  ADD THE STATION IS 320.0 M SOUTHWEST OF
 RL1078'DEERSKIN ROAD, 9.0 M SOUTHWEST OF AN UNSTAMPED WISCONSIN DEPARTMENT OF
 RL1078'TRANSPORTATION GPS HORIZONTAL MARK, 8.1 M SOUTHWEST OF A WHITE
 RL1078'CARSONITE POST FOR THE WISCONSIN DEPARTMENT OF TRANSPORTATION GPS
 RL1078'MONUMENT, 8.5 M NORTHEAST OF A TELEPHONE PEDESTAL NUMBERED  1556--,1.0
 RL1078'M SOUTHEAST OF AN ORANGE FIBERGLASS WITNESS POST.
 RL1078' NOTE THE STATION IS 8.0 M NORTHEAST OF POWER LINE BRACE POLE NUMBERED
 RL1078'--N62-1497--.  NOTE--THE BRACE POLE IN THE PREVIOUS DESCRIPTION WAS
 RL1078'NUMBERED --L 30 N 45 717--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL0448 ***********************************************************************
 RL0448  DESIGNATION -  E 64
 RL0448  PID         -  RL0448
 RL0448  STATE/COUNTY-  WI/FOREST
 RL0448  USGS QUAD   -  HAGERMAN LAKE (1981)
 RL0448
 RL0448                         *CURRENT SURVEY CONTROL
 RL0448  ___________________________________________________________________
 RL0448* NAD 83(1986)-  46 01 18.     (N)    088 52 09.     (W)     SCALED    
 RL0448* NAVD 88     -       488.059  (meters)    1601.24   (feet)  ADJUSTED  
 RL0448  ___________________________________________________________________
 RL0448  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 RL0448  DYNAMIC HT  -         488.058 (meters)    1601.24  (feet)  COMP
 RL0448  MODELED GRAV-     980,597.4   (mgal)                       NAVD 88
 RL0448
 RL0448  VERT ORDER  -  SECOND    CLASS 0
 RL0448
 RL0448.The horizontal coordinates were scaled from a topographic map and have
 RL0448.an estimated accuracy of +/- 6 seconds.
 RL0448
 RL0448.The orthometric height was determined by differential leveling
 RL0448.and adjusted by the National Geodetic Survey in June 1991..
 RL0448
 RL0448.The geoid height was determined by GEOID03.
 RL0448
 RL0448.The dynamic height is computed by dividing the NAVD 88
 RL0448.geopotential number by the normal gravity value computed on the
 RL0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0448.degrees latitude (g = 980.6199 gals.).
 RL0448
 RL0448.The modeled gravity was interpolated from observed gravity values.
 RL0448
 RL0448;                    North         East    Units  Estimated Accuracy
 RL0448;SPC WI N     -    95,650.      687,560.      MT  (+/- 180 meters Scaled)
 RL0448
 RL0448                          SUPERSEDED SURVEY CONTROL
 RL0448
 RL0448  NGVD 29 (??/??/92)  488.062  (m)         1601.25   (f) ADJ UNCH    2 0
 RL0448
 RL0448.Superseded values are not recommended for survey control.
 RL0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0448.See file dsdata.txt to determine how the superseded data were derived.
 RL0448
 RL0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR553981(NAD 83)
 RL0448_MARKER: DB = BENCH MARK DISK
 RL0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0448_STAMPING: E 64 1948
 RL0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0448+STABILITY: SURFACE MOTION
 RL0448
 RL0448  HISTORY     - Date     Condition        Report By
 RL0448  HISTORY     - 1948     MONUMENTED       CGS
 RL0448  HISTORY     - 20051114 MARK NOT FOUND   WIDT
 RL0448
 RL0448                          STATION DESCRIPTION
 RL0448
 RL0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0448'3 MI W FROM NELMA.
 RL0448'2.95 MILES WEST ALONG COUNTY ROAD D FROM THE JUNCTION OF STATE
 RL0448'HIGHWAY 55 AT NELMA, ABOUT 0.7 MILE WEST OF ELVOY SCHOOL, ABOUT
 RL0448'1.05 MILES EAST OF THE JUNCTION OF A GRAVEL ROAD SOUTH TO
 RL0448'HIGHWAY 70, AT THE SOUTHWEST CORNER OF A FENCED PASTURE, 33 FEET
 RL0448'NORTH OF THE CENTER LINE OF THE ROAD, 3 FEET WEST OF THE FENCE
 RL0448'CORNER, 5.5 FEET NORTHWEST OF FOREST SERVICE LOCATION POSTER
 RL0448'AT THE SOUTHWEST CORNER OF SECTION 15, T 41 N, R 13 E, 2 FEET
 RL0448'EAST OF A WHITE WOODEN WITNESS POST ABOUT 1 FOOT ABOVE THE
 RL0448'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 RL0448
 RL0448                          STATION RECOVERY (2005)
 RL0448
 RL0448'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL0448'MARK NOT FOUND.  --NOTE RECOVERED THE PREVIOUSLY DESCRIBED FOREST
 RL0448'SERVICE LOCATION MARKER NOTED IN THE PREVIOUS DESCRIPTION BUT NO
 RL0448'EVIDENCE OF THE STATION WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL1138 ***********************************************************************
 RL1138  DESIGNATION -  E 65
 RL1138  PID         -  RL1138
 RL1138  STATE/COUNTY-  WI/VILAS
 RL1138  USGS QUAD   -  PAPOOSE LAKE (1981)
 RL1138
 RL1138                         *CURRENT SURVEY CONTROL
 RL1138  ___________________________________________________________________
 RL1138* NAD 83(1986)-  46 13 54.     (N)    089 50 28.     (W)     SCALED    
 RL1138* NAVD 88     -       502.225  (meters)    1647.72   (feet)  ADJUSTED  
 RL1138  ___________________________________________________________________
 RL1138  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 RL1138  DYNAMIC HT  -         502.224 (meters)    1647.71  (feet)  COMP
 RL1138  MODELED GRAV-     980,596.9   (mgal)                       NAVD 88
 RL1138
 RL1138  VERT ORDER  -  SECOND    CLASS 0
 RL1138
 RL1138.The horizontal coordinates were scaled from a topographic map and have
 RL1138.an estimated accuracy of +/- 6 seconds.
 RL1138
 RL1138.The orthometric height was determined by differential leveling
 RL1138.and adjusted by the National Geodetic Survey in June 1991..
 RL1138
 RL1138.The geoid height was determined by GEOID03.
 RL1138
 RL1138.The dynamic height is computed by dividing the NAVD 88
 RL1138.geopotential number by the normal gravity value computed on the
 RL1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1138.degrees latitude (g = 980.6199 gals.).
 RL1138
 RL1138.The modeled gravity was interpolated from observed gravity values.
 RL1138
 RL1138;                    North         East    Units  Estimated Accuracy
 RL1138;SPC WI N     -   118,380.      612,260.      MT  (+/- 180 meters Scaled)
 RL1138
 RL1138                          SUPERSEDED SURVEY CONTROL
 RL1138
 RL1138  NGVD 29 (??/??/92)  502.221  (m)         1647.70   (f) ADJ UNCH    2 0
 RL1138
 RL1138.Superseded values are not recommended for survey control.
 RL1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1138.See file dsdata.txt to determine how the superseded data were derived.
 RL1138
 RL1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS809237(NAD 83)
 RL1138_MARKER: DB = BENCH MARK DISK
 RL1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1138_STAMPING: E 65 1948
 RL1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1138+STABILITY: SURFACE MOTION
 RL1138_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1138+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2005
 RL1138
 RL1138  HISTORY     - Date     Condition        Report By
 RL1138  HISTORY     - 1948     MONUMENTED       CGS
 RL1138  HISTORY     - 20050920 GOOD             WIDT
 RL1138
 RL1138                          STATION DESCRIPTION
 RL1138
 RL1138'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1138'4.6 MI NE FROM WINCHESTER.
 RL1138'ABOUT 0.75 MILE NORTH ALONG A BLACK TOP ROAD FROM THE GRADE
 RL1138'SCHOOL AT WINCHESTER, THENCE ABOUT 0.95 MILE EAST ALONG A BLACK
 RL1138'TOP ROAD, THENCE ABOUT 2.85 MILES NORTHEAST ALONG COUNTY ROAD
 RL1138'W LEADING TO WINEGAR, ABOUT 0.85 MILE SOUTH OF THE JUNCTION OF
 RL1138'A ROAD NORTH AND A CURVE IN THE HIGHWAY WITH TANGENTS SOUTH
 RL1138'AND EAST, 27 FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT
 RL1138'270 FEET NORTH OF A CURVE IN THE HIGHWAY WITH TANGENTS SOUTHWEST
 RL1138'AND NORTH, ABOUT 360 FEET SOUTH OF THE CREST OF A HILL, 30 FEET
 RL1138'SOUTH-SOUTHWEST OF A TELEPHONE POLE, ABOUT LEVEL WITH THE ROAD
 RL1138'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RL1138
 RL1138                          STATION RECOVERY (2005)
 RL1138
 RL1138'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1138'RECOVERED IN GOOD CONDITION. -ADD-THE STATION IS 0.35 MILES NORTHEAST
 RL1138'OF THE JUNCTION OF COUNTY HIGHWAY W AND MUD LAKE ROAD, 0.3 M WEST OF
 RL1138'AN ORANGE FIBERGLASS WITNESS POST, AND PROTRUDES 11 CM ABOVE THE
 RL1138'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0220 ***********************************************************************
 QN0220  DESIGNATION -  E 7
 QN0220  PID         -  QN0220
 QN0220  STATE/COUNTY-  WI/RUSK
 QN0220  USGS QUAD   -  LADYSMITH SE (1971)
 QN0220
 QN0220                         *CURRENT SURVEY CONTROL
 QN0220  ___________________________________________________________________
 QN0220* NAD 83(1986)-  45 21 33.     (N)    091 00 28.     (W)     SCALED    
 QN0220* NAVD 88     -       353.082  (meters)    1158.40   (feet)  ADJUSTED  
 QN0220  ___________________________________________________________________
 QN0220  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 QN0220  DYNAMIC HT  -         353.065 (meters)    1158.35  (feet)  COMP
 QN0220  MODELED GRAV-     980,556.4   (mgal)                       NAVD 88
 QN0220
 QN0220  VERT ORDER  -  FIRST     CLASS II
 QN0220
 QN0220.The horizontal coordinates were scaled from a topographic map and have
 QN0220.an estimated accuracy of +/- 6 seconds.
 QN0220
 QN0220.The orthometric height was determined by differential leveling
 QN0220.and adjusted by the National Geodetic Survey in June 1991..
 QN0220
 QN0220.The geoid height was determined by GEOID03.
 QN0220
 QN0220.The dynamic height is computed by dividing the NAVD 88
 QN0220.geopotential number by the normal gravity value computed on the
 QN0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0220.degrees latitude (g = 980.6199 gals.).
 QN0220
 QN0220.The modeled gravity was interpolated from observed gravity values.
 QN0220
 QN0220;                    North         East    Units  Estimated Accuracy
 QN0220;SPC WI C     -   170,040.      521,040.      MT  (+/- 180 meters Scaled)
 QN0220
 QN0220                          SUPERSEDED SURVEY CONTROL
 QN0220
 QN0220  NGVD 29 (??/??/92)  353.090  (m)         1158.43   (f) ADJ UNCH    1 2
 QN0220
 QN0220.Superseded values are not recommended for survey control.
 QN0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0220.See file dsdata.txt to determine how the superseded data were derived.
 QN0220
 QN0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL560247(NAD 83)
 QN0220_MARKER: DB = BENCH MARK DISK
 QN0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0220_STAMPING: 1158.429 E 7 1930
 QN0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0220+STABILITY: SURFACE MOTION
 QN0220
 QN0220  HISTORY     - Date     Condition        Report By
 QN0220  HISTORY     - 1930     MONUMENTED       CGS
 QN0220  HISTORY     - 1934     GOOD             NGS
 QN0220  HISTORY     - 20031104 MARK NOT FOUND   WIDT
 QN0220  HISTORY     - 20041005 MARK NOT FOUND   WIDT
 QN0220
 QN0220                          STATION DESCRIPTION
 QN0220
 QN0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 QN0220'2.3 MI S FROM CONRATH.
 QN0220'2.3 MILES SOUTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QN0220'MARIE RAILWAY FROM THE STATION AT CONRATH, RUSK COUNTY, 915
 QN0220'FEET NORTH OF MILEPOST 344, AT A GRAVEL-ROAD CROSSING, 20.5 FEET
 QN0220'WEST OF THE WEST RAIL, AND 22 FEET NORTH OF THE CENTER LINE
 QN0220'OF THE ROAD.  A STANDARD DISK, STAMPED 1158.429 E 7 1930 AND SET
 QN0220'IN THE TOP OF A CONCRETE POST.
 QN0220
 QN0220                          STATION RECOVERY (1934)
 QN0220
 QN0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QN0220'RECOVERED IN GOOD CONDITION.
 QN0220
 QN0220                          STATION RECOVERY (2003)
 QN0220
 QN0220'RECOVERY NOTE BY WI DEPT OF TRANSP 2003
 QN0220'MARK NOT FOUND.
 QN0220
 QN0220                          STATION RECOVERY (2004)
 QN0220
 QN0220'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0220'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0327 ***********************************************************************
 NH0327  DESIGNATION -  E 78
 NH0327  PID         -  NH0327
 NH0327  STATE/COUNTY-  WI/WALWORTH
 NH0327  USGS QUAD   -  WALWORTH (1994)
 NH0327
 NH0327                         *CURRENT SURVEY CONTROL
 NH0327  ___________________________________________________________________
 NH0327* NAD 83(1986)-  42 31 11.     (N)    088 32 24.     (W)     SCALED    
 NH0327* NAVD 88     -       314.437  (meters)    1031.62   (feet)  ADJUSTED  
 NH0327  ___________________________________________________________________
 NH0327  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 NH0327  DYNAMIC HT  -         314.336 (meters)    1031.28  (feet)  COMP
 NH0327  MODELED GRAV-     980,294.2   (mgal)                       NAVD 88
 NH0327
 NH0327  VERT ORDER  -  SECOND    CLASS I
 NH0327
 NH0327.The horizontal coordinates were scaled from a topographic map and have
 NH0327.an estimated accuracy of +/- 6 seconds.
 NH0327
 NH0327.The orthometric height was determined by differential leveling
 NH0327.and adjusted by the National Geodetic Survey in June 1991..
 NH0327
 NH0327.The geoid height was determined by GEOID03.
 NH0327
 NH0327.The dynamic height is computed by dividing the NAVD 88
 NH0327.geopotential number by the normal gravity value computed on the
 NH0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0327.degrees latitude (g = 980.6199 gals.).
 NH0327
 NH0327.The modeled gravity was interpolated from observed gravity values.
 NH0327
 NH0327;                    North         East    Units  Estimated Accuracy
 NH0327;SPC WI S     -    58,790.      719,970.      MT  (+/- 180 meters Scaled)
 NH0327
 NH0327                          SUPERSEDED SURVEY CONTROL
 NH0327
 NH0327  NGVD 29 (??/??/92)  314.497  (m)         1031.81   (f) ADJ UNCH    2 0
 NH0327
 NH0327.Superseded values are not recommended for survey control.
 NH0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0327.See file dsdata.txt to determine how the superseded data were derived.
 NH0327
 NH0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN735086(NAD 83)
 NH0327_MARKER: DB = BENCH MARK DISK
 NH0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0327_STAMPING: E 78 1960
 NH0327_MARK LOGO: CGS   
 NH0327_PROJECTION: FLUSH
 NH0327_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NH0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0327+STABILITY: SURFACE MOTION
 NH0327_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NH0327+SATELLITE: SATELLITE OBSERVATIONS - 2001
 NH0327
 NH0327  HISTORY     - Date     Condition        Report By
 NH0327  HISTORY     - 1960     MONUMENTED       CGS
 NH0327  HISTORY     - 2001     GOOD             WIDT
 NH0327
 NH0327                          STATION DESCRIPTION
 NH0327
 NH0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0327'3 MI NW FROM ZENDA.
 NH0327'ABOUT 2.95 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NH0327'AND PACIFIC RAILROAD FROM THE STATION AT ZENDA, ABOUT 3.25 MILES
 NH0327'SOUTHEAST ALONG THE C. M. ST.P. AND P. RR. FROM THE STATION AT
 NH0327'WALWORTH, 0.25 MILE NORTHWEST OF MILEPOLE 70, AT THE CROSSING
 NH0327'OF WALWORTH - LINN TOWN LINE ROAD, (COBBLESTONE ROAD ALSO CROSSES
 NH0327'THE RAILROAD AT THIS POINT AND PARALLELS THE SOUTHWEST SIDE OF
 NH0327'THE TRACK TO THE NORTHWEST AND THE NORTHEAST SIDE OF THE TRACK
 NH0327'TO THE SOUTHEAST), 45 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 39
 NH0327'FEET SOUTHEAST OF THE CENTER LINE OF TOWN LINE ROAD, 76 FEET
 NH0327'SOUTH OF THE CENTER LINE OF THE CROSSING, 6 1/2 FEET WEST OF THE
 NH0327'FIRST TELEPHONE POLE SOUTHEAST OF THE CROSSING, 9 FEET SOUTHEAST
 NH0327'OF A FENCE CORNER, 1 FOOT NORTHEAST OF A RIGHT-OF-WAY FENCE LINE,
 NH0327'2 FEET NORTHWEST OF A STEEL WITNESS POST, ABOUT 1 1/2 FEET BELOW
 NH0327'THE LEVEL OF THE TRACK, AND SET IN TOP OF A CONCRETE POST
 NH0327'PROJECTING 4 INCHES.
 NH0327
 NH0327                          STATION RECOVERY (2001)
 NH0327
 NH0327'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 NH0327'THE STATION IS LOCATED ABOUT 40 KM EAST OF BELOIT, 12 KM SOUTHWEST OF
 NH0327'LAKE GENEVA, AND 5 KM SOUTHEAST OF WALWORTH.  OWNERSHIP--TOWN OF
 NH0327'LINN.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 14 WITH
 NH0327'STATE HIGHWAY 67 IN THE VILLAGE OF WALWORTH, GO SOUTH ON US HIGHWAY
 NH0327'14 AND STATE HIGHWAY 67 SOUTH FOR 2.4 KM TO WHERE STATE HIGHWAY 67
 NH0327'SOUTH TURNS WEST AND LAKEVILLE ROAD ON THE LEFT, TURN LEFT AND GO
 NH0327'EAST ON LAKEVILLE ROAD FOR 4.8 KM TO LINN-WALWORTH ROAD ON THE LEFT,
 NH0327'TURN LEFT AND GO NORTH ON LINN-WALWORTH ROAD FOR 1.1 KM TO
 NH0327'COBBLESTONE ROAD ON THE LEFT AND THE STATION ON THE RIGHT.  THE
 NH0327'STATION IS A BRONZE US COAST AND GEODETIC SURVEY BENCH MARK DISK SET
 NH0327'IN THE TOP OF A 31-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE
 NH0327'ROAD PAVEMENT.    THE STATION IS 11.8 M EAST OF THE CENTERLINE OF
 NH0327'LINN-WALWORTH ROAD, 13.9 M SOUTH OF THE SOUTH RAIL OF THE RAILROAD
 NH0327'TRACKS, 2.3 M SOUTHEAST OF THE SOUTHEAST CORNER OF TELEPHONE PEDESTAL
 NH0327'--4110--, AND 0.6 M NORTH OF A FENCE LINE.  ---NOTE---THE STATION IS
 NH0327'0.6 M WEST OF A METAL WITNESS POST.  ---NOTE2---THIS STATION IS NOT
 NH0327'SUITABLE DUE TO A TREE OVERHEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0189 ***********************************************************************
 ON0189  DESIGNATION -  E 79
 ON0189  PID         -  ON0189
 ON0189  STATE/COUNTY-  WI/VERNON
 ON0189  USGS QUAD   -  STODDARD (1983)
 ON0189
 ON0189                         *CURRENT SURVEY CONTROL
 ON0189  ___________________________________________________________________
 ON0189* NAD 83(1986)-  43 39 37.     (N)    091 08 29.     (W)     SCALED    
 ON0189* NAVD 88     -       203.202  (meters)     666.67   (feet)  ADJUSTED  
 ON0189  ___________________________________________________________________
 ON0189  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 ON0189  DYNAMIC HT  -         203.159 (meters)     666.53  (feet)  COMP
 ON0189  MODELED GRAV-     980,403.2   (mgal)                       NAVD 88
 ON0189
 ON0189  VERT ORDER  -  SECOND    CLASS 0
 ON0189
 ON0189.The horizontal coordinates were scaled from a topographic map and have
 ON0189.an estimated accuracy of +/- 6 seconds.
 ON0189
 ON0189.The orthometric height was determined by differential leveling
 ON0189.and adjusted by the National Geodetic Survey in June 1991..
 ON0189
 ON0189.The geoid height was determined by GEOID03.
 ON0189
 ON0189.The dynamic height is computed by dividing the NAVD 88
 ON0189.geopotential number by the normal gravity value computed on the
 ON0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0189.degrees latitude (g = 980.6199 gals.).
 ON0189
 ON0189.The modeled gravity was interpolated from observed gravity values.
 ON0189
 ON0189;                    North         East    Units  Estimated Accuracy
 ON0189;SPC WI S     -   185,070.      507,940.      MT  (+/- 180 meters Scaled)
 ON0189
 ON0189                          SUPERSEDED SURVEY CONTROL
 ON0189
 ON0189  NGVD 29 (??/??/92)  203.216  (m)          666.72   (f) ADJ UNCH    2 0
 ON0189
 ON0189.Superseded values are not recommended for survey control.
 ON0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0189.See file dsdata.txt to determine how the superseded data were derived.
 ON0189
 ON0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ498358(NAD 83)
 ON0189_MARKER: DB = BENCH MARK DISK
 ON0189_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ON0189_SP_SET: PIER
 ON0189_STAMPING: E 79 1934
 ON0189_MARK LOGO: CGS   
 ON0189_MAGNETIC: N = NO MAGNETIC MATERIAL
 ON0189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0189
 ON0189  HISTORY     - Date     Condition        Report By
 ON0189  HISTORY     - 1934     MONUMENTED       CGS
 ON0189  HISTORY     - 1938     GOOD             NGS
 ON0189  HISTORY     - 19790420 GOOD             WIDT
 ON0189
 ON0189                          STATION DESCRIPTION
 ON0189
 ON0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 ON0189'3.7 MI W FROM CHASEBURG.
 ON0189'3.7 MILES WEST ALONG TRUNK HIGHWAY P FROM THE CHICAGO, MILWAUKEE,
 ON0189'ST. PAUL AND PACIFIC RAILROAD STATION AT CHASEBURG, VERNON
 ON0189'COUNTY, AT A 168-FOOT STEEL BRIDGE, IN THE TOP OF THE SOUTH END
 ON0189'OF THE CENTER CONCRETE PIER, 12 FEET SOUTH OF THE CENTERLINE OF
 ON0189'THE HIGHWAY, AND 2 FEET LOWER THAN THE ROADWAY.
 ON0189
 ON0189                          STATION RECOVERY (1979)
 ON0189
 ON0189'RECOVERY NOTE BY WI DEPT OF TRANSP 1979
 ON0189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON1329 ***********************************************************************
 ON1329  DESIGNATION -  E 79 RESET
 ON1329  PID         -  ON1329
 ON1329  STATE/COUNTY-  WI/VERNON
 ON1329  USGS QUAD   -  STODDARD (1983)
 ON1329
 ON1329                         *CURRENT SURVEY CONTROL
 ON1329  ___________________________________________________________________
 ON1329* NAD 83(1986)-  43 39 37.     (N)    091 08 29.     (W)     SCALED    
 ON1329* NAVD 88     -       207.28   (meters)     680.1    (feet)  RESET     
 ON1329  ___________________________________________________________________
 ON1329  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 ON1329
 ON1329  VERT ORDER  -  THIRD
 ON1329
 ON1329.The horizontal coordinates were scaled from a topographic map and have
 ON1329.an estimated accuracy of +/- 6 seconds.
 ON1329
 ON1329.The orthometric height was computed from unverified reset data.
 ON1329.No vertical observational check was made to the station.
 ON1329
 ON1329.The geoid height was determined by GEOID03.
 ON1329
 ON1329;                    North         East    Units  Estimated Accuracy
 ON1329;SPC WI S     -   185,070.      507,940.      MT  (+/- 180 meters Scaled)
 ON1329
 ON1329                          SUPERSEDED SURVEY CONTROL
 ON1329
 ON1329  NGVD 29 (09/01/04)  207.30   (m)          680.1    (f) RESET       3  
 ON1329
 ON1329.Superseded values are not recommended for survey control.
 ON1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1329.See file dsdata.txt to determine how the superseded data were derived.
 ON1329
 ON1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ498358(NAD 83)
 ON1329_MARKER: DV = VERTICAL CONTROL DISK
 ON1329_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 ON1329_SP_SET: PARAPET WALL
 ON1329_STAMPING: E 79 RESET 1979
 ON1329_MARK LOGO: NGS   
 ON1329_MAGNETIC: N = NO MAGNETIC MATERIAL
 ON1329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON1329+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2005
 ON1329
 ON1329  HISTORY     - Date     Condition        Report By
 ON1329  HISTORY     - 1979     MONUMENTED       WIDT
 ON1329  HISTORY     - 20040419 GOOD             WIDT
 ON1329  HISTORY     - 20050416 GOOD             GEOCAC
 ON1329
 ON1329                          STATION DESCRIPTION
 ON1329
 ON1329'DESCRIBED BY WI DEPT OF TRANSP 1979
 ON1329'2.4 MILES (3.9 KM) WEST ALONG STATE HIGHWAY 162 FROM ITS JUNCTION WITH
 ON1329'COUNTY HIGHWAY K NORTH, JUST NORTH OF CHASEBURG, IN TOP OF CONCRETE
 ON1329'PARAPET AT SOUTHWEST CORNER OF STRUCTURE NO. B-62-56, OVER COON CREEK
 ON1329'32 INCHES ABOVE BRIDGE DECK.
 ON1329
 ON1329                          STATION RECOVERY (2004)
 ON1329
 ON1329'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 ON1329'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 ON1329'STATION FROM THE JUNCTION OF STATE HIGHWAY 35 (MAIN STREET) WITH STATE
 ON1329'HIGHWAY 162 (DIVISION STREET) IN THE VILLAGE OF STODDARD.  GO EAST ON
 ON1329'STATE HIGHWAY 162 (DIVISION STREET) FOR 4.0 MI (6.44 KM) TO WING
 ON1329'HOLLOW ROAD ON THE RIGHT, CONTINUE ON STATE HIGHWAY 162 FOR 0.2 MI
 ON1329'(0.32 KM) TO BRIDGE --B-62-56-79-- TO THE STATION ON THE RIGHT.  THE
 ON1329'STATION IS A BRONZE US COAST AND GEODETIC SURVEY VERTICAL CONTROL
 ON1329'STATION DISK SET IN BRIDGE PARAPET ABOUT 1 M (3.3 FT) ABOVE THE
 ON1329'HIGHWAY PAVEMENT.  THE STATION IS 5.5 M (18.0 FT) SOUTHEAST OF THE
 ON1329'CENTERLINE OF STATE HIGHWAY 162, 4.5 M (14.8 FT) NORTHEAST OF A THE
 ON1329'SOUTHWEST GUARD RAIL, AND 2.8 M (9.2 FT) NORTHEAST OF BRIDGE PLAQUE
 ON1329'STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS
 ON1329'B-62-56-79.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 ON1329'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 ON1329
 ON1329                          STATION RECOVERY (2005)
 ON1329
 ON1329'RECOVERY NOTE BY GEOCACHING 2005 (KC)
 ON1329'DISK IS SOLID AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0796 ***********************************************************************
 PN0796  DESIGNATION -  E 8 RESET
 PN0796  PID         -  PN0796
 PN0796  STATE/COUNTY-  WI/WOOD
 PN0796  USGS QUAD   -  WISCONSIN RAPIDS NORTH (1984)
 PN0796
 PN0796                         *CURRENT SURVEY CONTROL
 PN0796  ___________________________________________________________________
 PN0796* NAD 83(1986)-  44 23 40.     (N)    089 49 47.     (W)     SCALED    
 PN0796* NAVD 88     -       307.005  (meters)    1007.23   (feet)  ADJUSTED  
 PN0796  ___________________________________________________________________
 PN0796  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 PN0796  DYNAMIC HT  -         306.950 (meters)    1007.05  (feet)  COMP
 PN0796  MODELED GRAV-     980,432.5   (mgal)                       NAVD 88
 PN0796
 PN0796  VERT ORDER  -  FIRST     CLASS II
 PN0796
 PN0796.The horizontal coordinates were scaled from a topographic map and have
 PN0796.an estimated accuracy of +/- 6 seconds.
 PN0796
 PN0796.The orthometric height was determined by differential leveling
 PN0796.and adjusted by the National Geodetic Survey in June 1991..
 PN0796
 PN0796.The geoid height was determined by GEOID03.
 PN0796
 PN0796.The dynamic height is computed by dividing the NAVD 88
 PN0796.geopotential number by the normal gravity value computed on the
 PN0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0796.degrees latitude (g = 980.6199 gals.).
 PN0796
 PN0796.The modeled gravity was interpolated from observed gravity values.
 PN0796
 PN0796;                    North         East    Units  Estimated Accuracy
 PN0796;SPC WI C     -    62,360.      613,570.      MT  (+/- 180 meters Scaled)
 PN0796
 PN0796                          SUPERSEDED SURVEY CONTROL
 PN0796
 PN0796.No superseded survey control is available for this station.
 PN0796
 PN0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ746195(NAD 83)
 PN0796_MARKER: DB = BENCH MARK DISK
 PN0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0796_SP_SET: CONCRETE POST
 PN0796_STAMPING: E 8 RESET 1977
 PN0796_MARK LOGO: NGS   
 PN0796_PROJECTION: RECESSED 10 CENTIMETERS
 PN0796_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0796+STABILITY: SURFACE MOTION
 PN0796_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0796+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2004
 PN0796
 PN0796  HISTORY     - Date     Condition        Report By
 PN0796  HISTORY     - 1977     MONUMENTED       LOCENG
 PN0796  HISTORY     - 1985     GOOD             NGS
 PN0796  HISTORY     - 20021207 GOOD             USPSQD
 PN0796  HISTORY     - 20030205 GOOD             WIDT
 PN0796  HISTORY     - 20040330 GOOD             USPSQD
 PN0796
 PN0796                          STATION DESCRIPTION
 PN0796
 PN0796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0796'IN WISCONSIN RAPIDS.
 PN0796'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN WISCONSIN
 PN0796'RAPIDS, AT 444 WEST GRAND AVENUE, 22.0 M (72.2 FT) SOUTH OF THE
 PN0796'SOUTHEAST CORNER OF CITY HALL, 5.8 M (19.0 FT) NORTHEAST OF THE
 PN0796'NORTHEAST CURB OF THE AVENUE, 1.8 M (5.9 FT) NORTHEAST OF THE
 PN0796'NORTHEAST EDGE OF A SIDEWALK, AND 0.2 M (0.7 FT) EAST OF THE SOUTHEAST
 PN0796'CORNER OF A WINGWALL.  NOTE--THE MARK IS AT THE BOTTOM OF A 5-INCH
 PN0796'ROUND HOLE IN A SIDEWALK LEADING TO THE SOUTHEAST ENTRANCE TO CITY
 PN0796'HALL AND IS COVERED BY A 6-INCH ROUND METAL PLATE.
 PN0796'THE MARK IS 0.1 M BELOW THE SIDEWALK.
 PN0796
 PN0796                          STATION RECOVERY (2002)
 PN0796
 PN0796'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0796'RECOVERED IN GOOD CONDITION.
 PN0796
 PN0796                          STATION RECOVERY (2003)
 PN0796
 PN0796'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (TSS)
 PN0796'OWNERSHIP--WISCONSIN RAPIDS.  TO REACH THE STATION FROM THE JUNCTION
 PN0796'OF STATE HIGHWAY 73 AND STATE HIGHWAY 13 NORTH (WEST GRAND AVENUE)
 PN0796'WITH STATE HIGHWAY 73, STATE HIGHWAY 13 SOUTH (WEST RIVERVIEW DRIVE)
 PN0796'AND STATE HIGHWAY 34 NORTH IN THE CITY OF WISCONSIN RAPIDS, GO 0.1 MI
 PN0796'(0.16 KM) EAST ON WEST GRAND AVENUE TO 6TH AVENUE, CONTINUE SOUTHEAST
 PN0796'FOR 0.05 MI (0.08 KM) TO 4TH AVENUE AND THE STATION ON THE LEFT.  THE
 PN0796'STATION IS A BRONZE NATIONAL GEODETIC SURVEY MARK DISK SET IN A
 PN0796'CONCRETE POST COVERED BY A 6-IN METAL PLATE ABOUT LEVEL WITH THE
 PN0796'SIDEWALK.  THE STATION IS 46.1 M (151.2 FT) WEST OF THE CENTERLINE OF
 PN0796'4TH AVENUE, 22.0 M (72.2 FT) SOUTH OF THE SOUTHEAST CORNER OF CITY
 PN0796'HALL --444 WEST GRAND AVENUE--, 5.8 M (19.0 FT) NORTHEAST OF THE
 PN0796'NORTHEAST CURB OF WEST GRAND AVENUE, 1.8 M (5.9 FT) NORTHEAST OF THE
 PN0796'NORTHEAST EDGE OF SIDEWALK, 0.2 M (0.7 FT) EAST OF THE SOUTHEAST
 PN0796'CORNER OF A WINGWALL.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 PN0796'OBSERVATIONS DUE TO THE TREES TO THE EAST AND SOUTHWEST EXTENDING TO
 PN0796'60 AND 50 DEGREES ABOVE THE HORIZON RESPECTIVELY.
 PN0796
 PN0796                          STATION RECOVERY (2004)
 PN0796
 PN0796'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN0796'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0126 ***********************************************************************
 ON0126  DESIGNATION -  E 80
 ON0126  PID         -  ON0126
 ON0126  STATE/COUNTY-  WI/VERNON
 ON0126  USGS QUAD   -  READSTOWN (1983)
 ON0126
 ON0126                         *CURRENT SURVEY CONTROL
 ON0126  ___________________________________________________________________
 ON0126* NAD 83(1986)-  43 27 07.     (N)    090 47 14.     (W)     SCALED    
 ON0126* NAVD 88     -       236.385  (meters)     775.54   (feet)  ADJUSTED  
 ON0126  ___________________________________________________________________
 ON0126  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 ON0126  DYNAMIC HT  -         236.327 (meters)     775.35  (feet)  COMP
 ON0126  MODELED GRAV-     980,369.9   (mgal)                       NAVD 88
 ON0126
 ON0126  VERT ORDER  -  SECOND    CLASS 0
 ON0126
 ON0126.The horizontal coordinates were scaled from a topographic map and have
 ON0126.an estimated accuracy of +/- 6 seconds.
 ON0126
 ON0126.The orthometric height was determined by differential leveling
 ON0126.and adjusted by the National Geodetic Survey in June 1991..
 ON0126
 ON0126.The geoid height was determined by GEOID03.
 ON0126
 ON0126.The dynamic height is computed by dividing the NAVD 88
 ON0126.geopotential number by the normal gravity value computed on the
 ON0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0126.degrees latitude (g = 980.6199 gals.).
 ON0126
 ON0126.The modeled gravity was interpolated from observed gravity values.
 ON0126
 ON0126;                    North         East    Units  Estimated Accuracy
 ON0126;SPC WI S     -   161,600.      536,290.      MT  (+/- 180 meters Scaled)
 ON0126
 ON0126                          SUPERSEDED SURVEY CONTROL
 ON0126
 ON0126  NGVD 29 (??/??/92)  236.415  (m)          775.64   (f) ADJ UNCH    2 0
 ON0126
 ON0126.Superseded values are not recommended for survey control.
 ON0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0126.See file dsdata.txt to determine how the superseded data were derived.
 ON0126
 ON0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ790133(NAD 83)
 ON0126_MARKER: DB = BENCH MARK DISK
 ON0126_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ON0126_SP_SET: BRIDGE
 ON0126_STAMPING: E-80 1934
 ON0126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0126
 ON0126  HISTORY     - Date     Condition        Report By
 ON0126  HISTORY     - 1934     MONUMENTED       CGS
 ON0126
 ON0126                          STATION DESCRIPTION
 ON0126
 ON0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0126'1.3 MI NW FROM READSTOWN.
 ON0126'1.3 MILES NORTHWEST OF THE POWER PLANT ON THE KICKAPOO RIVER AT
 ON0126'READSTOWN.  ALONG U.S. HIGHWAY 14.  SET IN THE TOP OF THE SOUTH
 ON0126'WINGWALL OF 27 FOOT CONCRETE DECK BRIDGE, 12 FEET SOUTHWEST OF THE
 ON0126'CENTER LINE OF THE HIGHWAY, AT ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0127 ***********************************************************************
 ON0127  DESIGNATION -  E 80 RESET
 ON0127  PID         -  ON0127
 ON0127  STATE/COUNTY-  WI/VERNON
 ON0127  USGS QUAD   -  READSTOWN (1983)
 ON0127
 ON0127                         *CURRENT SURVEY CONTROL
 ON0127  ___________________________________________________________________
 ON0127* NAD 83(1986)-  43 27 07.     (N)    090 47 14.     (W)     SCALED    
 ON0127* NAVD 88     -       237.40   (+/-2cm)     778.9    (feet)  VERTCON   
 ON0127  ___________________________________________________________________
 ON0127  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 ON0127
 ON0127  VERT ORDER  -  THIRD (See Below)
 ON0127
 ON0127.The horizontal coordinates were scaled from a topographic map and have
 ON0127.an estimated accuracy of +/- 6 seconds.
 ON0127
 ON0127.The NAVD 88 height was computed by applying the VERTCON shift value to
 ON0127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ON0127.The vertical order pertains to the NGVD 29 superseded value.
 ON0127
 ON0127.The geoid height was determined by GEOID03.
 ON0127
 ON0127;                    North         East    Units  Estimated Accuracy
 ON0127;SPC WI S     -   161,600.      536,290.      MT  (+/- 180 meters Scaled)
 ON0127
 ON0127                          SUPERSEDED SURVEY CONTROL
 ON0127
 ON0127  NGVD 29 (09/01/04)  237.43   (m)          779.0    (f) RESET       3  
 ON0127
 ON0127.Superseded values are not recommended for survey control.
 ON0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0127.See file dsdata.txt to determine how the superseded data were derived.
 ON0127
 ON0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ790133(NAD 83)
 ON0127_MARKER: DB = BENCH MARK DISK
 ON0127_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ON0127_SP_SET: BRIDGE
 ON0127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0127
 ON0127  HISTORY     - Date     Condition        Report By
 ON0127  HISTORY     - 1950     MONUMENTED       WIHD
 ON0127  HISTORY     - 1950     GOOD             NGS
 ON0127
 ON0127                          STATION DESCRIPTION
 ON0127
 ON0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ON0127'1.2 MI NW FROM READSTOWN.
 ON0127'1.2 MILES NORTHWEST ALONG U.S. HIGHWAY 14 FROM THE POWER PLANT
 ON0127'ON KICKAPOO RIVER AT READSTOWN, VERNON COUNTY, AT A 30-FOOT
 ON0127'CONCRETE I-BEAM BRIDGE, IN THE TOP OF THE SOUTHEAST WINGWALL,
 ON0127'15 FEET 6 INCHES SOUTH OF THE CENTERLINE OF THE HIGHWAY AND
 ON0127'ABOUT LEVEL WITH THE ROADWAY, 118.37 FEET, S 5 DEG 23 MIN E FROM
 ON0127'THE OLD SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0100 ***********************************************************************
 ON0100  DESIGNATION -  E 81
 ON0100  PID         -  ON0100
 ON0100  STATE/COUNTY-  WI/RICHLAND
 ON0100  USGS QUAD   -  AVOCA (1983)
 ON0100
 ON0100                         *CURRENT SURVEY CONTROL
 ON0100  ___________________________________________________________________
 ON0100* NAD 83(1986)-  43 13 21.     (N)    090 17 44.     (W)     SCALED    
 ON0100* NAVD 88     -       212.433  (meters)     696.96   (feet)  ADJUSTED  
 ON0100  ___________________________________________________________________
 ON0100  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 ON0100  DYNAMIC HT  -         212.377 (meters)     696.77  (feet)  COMP
 ON0100  MODELED GRAV-     980,352.9   (mgal)                       NAVD 88
 ON0100
 ON0100  VERT ORDER  -  SECOND    CLASS 0
 ON0100
 ON0100.The horizontal coordinates were scaled from a topographic map and have
 ON0100.an estimated accuracy of +/- 6 seconds.
 ON0100
 ON0100.The orthometric height was determined by differential leveling
 ON0100.and adjusted by the National Geodetic Survey in June 1991..
 ON0100
 ON0100.The geoid height was determined by GEOID03.
 ON0100
 ON0100.The dynamic height is computed by dividing the NAVD 88
 ON0100.geopotential number by the normal gravity value computed on the
 ON0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0100.degrees latitude (g = 980.6199 gals.).
 ON0100
 ON0100.The modeled gravity was interpolated from observed gravity values.
 ON0100
 ON0100;                    North         East    Units  Estimated Accuracy
 ON0100;SPC WI S     -   135,850.      575,990.      MT  (+/- 180 meters Scaled)
 ON0100
 ON0100                          SUPERSEDED SURVEY CONTROL
 ON0100
 ON0100  NGVD 29 (??/??/92)  212.489  (m)          697.14   (f) ADJ UNCH    2 0
 ON0100
 ON0100.Superseded values are not recommended for survey control.
 ON0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0100.See file dsdata.txt to determine how the superseded data were derived.
 ON0100
 ON0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH196890(NAD 83)
 ON0100_MARKER: DB = BENCH MARK DISK
 ON0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0100_STAMPING: E 81 1934
 ON0100_MARK LOGO: CGS   
 ON0100_PROJECTION: PROJECTING 10 CENTIMETERS
 ON0100_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ON0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0100+STABILITY: SURFACE MOTION
 ON0100_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0100+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002
 ON0100
 ON0100  HISTORY     - Date     Condition        Report By
 ON0100  HISTORY     - 1934     MONUMENTED       CGS
 ON0100  HISTORY     - 20020826 GOOD             WIDT
 ON0100
 ON0100                          STATION DESCRIPTION
 ON0100
 ON0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0100'AT GOTHAM.
 ON0100'AT GOTHAM, RICHLAND COUNTY, 33 FEET SOUTHEAST OF THE CHICAGO,
 ON0100'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, AT A STREET
 ON0100'CROSSING, 27 FEET NORTHWEST OF THE CENTER LINE OF THE STREET,
 ON0100'15 FEET NORTHEAST OF THE CENTER LINE OF THE TRACK, AND ABOUT
 ON0100'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED E 81 1934 AND
 ON0100'SET IN THE TOP OF A CONCRETE POST.
 ON0100
 ON0100                          STATION RECOVERY (2002)
 ON0100
 ON0100'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (TSS)
 ON0100'OWNERSHIP--RICHLAND COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 ON0100'US HIGHWAY 14 WITH STATE HIGHWAY 60 IN THE COMMUNITY OF GOTHAM, GO
 ON0100'WEST ON STATE HIGHWAY 60 FOR 0.2 MI (0.32 KM) TO A TRAIL CROSSING AND
 ON0100'FULTON STREET, TURN LEFT AND GO SOUTH ON FULTON STREET AND THE TRAIL
 ON0100'CROSSING FOR 0.05 MI (0.08 KM) TO THE STATION ON THE LEFT.  THE
 ON0100'STATION IS A BRONZE US COAST AND GEODETIC SURVEY BENCH MARK DISK SET
 ON0100'IN THE TOP OF A 25-CM SQUARE CONCRETE POST PROJECTING 10-CM ABOVE THE
 ON0100'GROUND AND ABOUT LEVEL WITH THE STREET PAVEMENT.  THE STATION IS 32.5
 ON0100'M (106.6 FT) EAST OF CENTERLINE OF FULTON STREET, 7.1 M (23.3 FT)
 ON0100'NORTH OF THE CENTERLINE OF MCNURLEN STREET, 5.0 M (16.4 FT)
 ON0100'EAST-NORTHEAST OF A RECREATIONAL TRAIL, 26.6 M (87.3 FT) SOUTHEAST OF
 ON0100'MILE POST 6, 4.3 M (14.1 FT) WEST-NORTHWEST OF A METAL SIGN POST
 ON0100'--28748--, AND 0.4 M (1.3 FT) SOUTHWEST OF A METAL RICHLAND COUNTY
 ON0100'WITNESS POST.  ---NOTE--THIS STATION IS NOT SUITABLE FOR GPS
 ON0100'OBSERVATIONS DUE TO 2 QUADRANTS BLOCKED BY TREES.  ---NOTE---LOGO CAP
 ON0100'RECESSED 1-CM NEED A SPACER FOR LEVELING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0018 ***********************************************************************
 ON0018  DESIGNATION -  E 82 RESET
 ON0018  PID         -  ON0018
 ON0018  STATE/COUNTY-  WI/JUNEAU
 ON0018  USGS QUAD   -  HILLSBORO (1983)
 ON0018
 ON0018                         *CURRENT SURVEY CONTROL
 ON0018  ___________________________________________________________________
 ON0018* NAD 83(1986)-  43 40 45.     (N)    090 16 36.     (W)     SCALED    
 ON0018* NAVD 88     -       282.29   (+/-2cm)     926.1    (feet)  VERTCON   
 ON0018  ___________________________________________________________________
 ON0018  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 ON0018
 ON0018  VERT ORDER  -  THIRD (See Below)
 ON0018
 ON0018.The horizontal coordinates were scaled from a topographic map and have
 ON0018.an estimated accuracy of +/- 6 seconds.
 ON0018
 ON0018.The NAVD 88 height was computed by applying the VERTCON shift value to
 ON0018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ON0018.The vertical order pertains to the NGVD 29 superseded value.
 ON0018
 ON0018.The geoid height was determined by GEOID03.
 ON0018
 ON0018;                    North         East    Units  Estimated Accuracy
 ON0018;SPC WI S     -   186,580.      577,690.      MT  (+/- 180 meters Scaled)
 ON0018
 ON0018                          SUPERSEDED SURVEY CONTROL
 ON0018
 ON0018  NGVD 29 (09/01/04)  282.31   (m)          926.2    (f) RESET       3  
 ON0018
 ON0018.Superseded values are not recommended for survey control.
 ON0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0018.See file dsdata.txt to determine how the superseded data were derived.
 ON0018
 ON0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ195398(NAD 83)
 ON0018_MARKER: DB = BENCH MARK DISK
 ON0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0018_STAMPING: E 82 RESET 1965
 ON0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0018+STABILITY: SURFACE MOTION
 ON0018
 ON0018  HISTORY     - Date     Condition        Report By
 ON0018  HISTORY     - 1965     MONUMENTED       WIHD
 ON0018
 ON0018                          STATION DESCRIPTION
 ON0018
 ON0018'DESCRIBED BY WI HIGHWAY DEPT 1965
 ON0018'0.7 MI SW FROM UNION CENTER.
 ON0018'ABOUT 0.7 MILES SOUTHWEST ALONG S.T.H. 80 FROM THE CHICAGO AND
 ON0018'NORTHWESTERN RAILWAY STATION AT UNION CENTER, IN A CONCRETE
 ON0018'POST, 390 FEET NORTHEAST OF A TWIN CULVERT, 380 FEET SOUTHWEST
 ON0018'OF A DRIVEWAY, 70 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 ON0018'AND ABOUT 2 FEET BELOW THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0056 ***********************************************************************
 ON0056  DESIGNATION -  E 83
 ON0056  PID         -  ON0056
 ON0056  STATE/COUNTY-  WI/JUNEAU
 ON0056  USGS QUAD   -  MAUSTON (1983)
 ON0056
 ON0056                         *CURRENT SURVEY CONTROL
 ON0056  ___________________________________________________________________
 ON0056* NAD 83(1986)-  43 47 45.     (N)    090 04 37.     (W)     SCALED    
 ON0056* NAVD 88     -       269.227  (meters)     883.29   (feet)  ADJUSTED  
 ON0056  ___________________________________________________________________
 ON0056  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 ON0056  DYNAMIC HT  -         269.166 (meters)     883.09  (feet)  COMP
 ON0056  MODELED GRAV-     980,386.1   (mgal)                       NAVD 88
 ON0056
 ON0056  VERT ORDER  -  SECOND    CLASS 0
 ON0056
 ON0056.The horizontal coordinates were scaled from a topographic map and have
 ON0056.an estimated accuracy of +/- 6 seconds.
 ON0056
 ON0056.The orthometric height was determined by differential leveling
 ON0056.and adjusted by the National Geodetic Survey in June 1991..
 ON0056
 ON0056.The geoid height was determined by GEOID03.
 ON0056
 ON0056.The dynamic height is computed by dividing the NAVD 88
 ON0056.geopotential number by the normal gravity value computed on the
 ON0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0056.degrees latitude (g = 980.6199 gals.).
 ON0056
 ON0056.The modeled gravity was interpolated from observed gravity values.
 ON0056
 ON0056;                    North         East    Units  Estimated Accuracy
 ON0056;SPC WI S     -   199,510.      593,810.      MT  (+/- 180 meters Scaled)
 ON0056
 ON0056                          SUPERSEDED SURVEY CONTROL
 ON0056
 ON0056  NGVD 29 (??/??/92)  269.258  (m)          883.39   (f) ADJ UNCH    2 0
 ON0056
 ON0056.Superseded values are not recommended for survey control.
 ON0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0056.See file dsdata.txt to determine how the superseded data were derived.
 ON0056
 ON0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ351533(NAD 83)
 ON0056_MARKER: DB = BENCH MARK DISK
 ON0056_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 ON0056_SP_SET: CANNON FOUNDATION
 ON0056_STAMPING: E 83 1934
 ON0056_MARK LOGO: CGS   
 ON0056_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ON0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0056_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0056+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2006
 ON0056
 ON0056  HISTORY     - Date     Condition        Report By
 ON0056  HISTORY     - 1934     MONUMENTED       CGS
 ON0056  HISTORY     - 1963     GOOD             NGS
 ON0056  HISTORY     - 19991006 GOOD             NGS
 ON0056  HISTORY     - 20021015 GOOD             WIDT
 ON0056  HISTORY     - 20060703 GOOD             GEOCAC
 ON0056
 ON0056                          STATION DESCRIPTION
 ON0056
 ON0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0056'AT MAUSTON.
 ON0056'AT MAUSTON, JUNEAU COUNTY, IN THE COUNTY COURTHOUSE YARD, 51
 ON0056'FEET WEST OF THE COURTHOUSE, 54 FEET EAST OF THE CENTER LINE
 ON0056'OF A NORTH-AND-SOUTH STREET, IN THE SOUTH CORNER OF THE CONCRETE
 ON0056'FOUNDATION OF A CANNON, AND ABOUT LEVEL WITH THE STREET.  A
 ON0056'STANDARD DISK, STAMPED E 83 1934.
 ON0056
 ON0056                          STATION RECOVERY (1963)
 ON0056
 ON0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 ON0056'RECOVERED IN GOOD CONDITION.
 ON0056
 ON0056                          STATION RECOVERY (1999)
 ON0056
 ON0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (DW)
 ON0056'COURTHOUSE IS BETWEEN LA CROSSE ST. AND EAST STATE ST. (US 12, WI 16,
 ON0056'WI 58 AND WI 82) AND IS SE OF OAK ST. IT IS 2 BLOCKS NE OF RAILROAD
 ON0056'TRACKS.
 ON0056
 ON0056                          STATION RECOVERY (2002)
 ON0056
 ON0056'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (DJH)
 ON0056'OWNERSHIP--CITY OF MAUSTON.  TO REACH THE STATION FROM JUNCTION OF US
 ON0056'HIGHWAY 12 WITH STATE HIGHWAY 82 IN THE CITY OF MAUSTON, GO NORTHWEST
 ON0056'ON US HIGHWAY 12 (STATE STREET) FOR ABOUT 0.2 MI (0.32 KM) TO OAK
 ON0056'STREET AND THE STATION ON THE LEFT.  THE STATION IS A BRONZE US COAST
 ON0056'AND GEODETIC SURVEY BENCH MARK SET IN A CONCRETE FOUNDATION FOR A
 ON0056'CANNON IN FRONT OF THE COURT HOUSE ABOUT LEVEL WITH THE STREET
 ON0056'PAVEMENT.  THE STATION IS 17.1 M (56.1 FT) WEST OF THE CENTERLINE OF
 ON0056'OAK STREET, 36.7 M (120.4 FT) SOUTH OF THE CENTERLINE OF EAST STATE
 ON0056'STREET AND 2.9 M (9.5 FT) EAST OF THE EAST EDGE OF THE SIDEWALK
 ON0056'ENTRANCE TO THE COURT HOUSE.   ---NOTE---THE VISIBLE OBSTRUCTION AT
 ON0056'THIS STATION IS A BUILDING TO THE EAST THAT EXTENDS OVER 60 DEGREES
 ON0056'ABOVE THE HORIZON.
 ON0056
 ON0056                          STATION RECOVERY (2006)
 ON0056
 ON0056'RECOVERY NOTE BY GEOCACHING 2006 (NPP)
 ON0056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0332 ***********************************************************************
 OM0332  DESIGNATION -  E 84 RESET
 OM0332  PID         -  OM0332
 OM0332  STATE/COUNTY-  WI/COLUMBIA
 OM0332  USGS QUAD   -  PORTAGE (1984)
 OM0332
 OM0332                         *CURRENT SURVEY CONTROL
 OM0332  ___________________________________________________________________
 OM0332* NAD 83(1986)-  43 32 41.     (N)    089 26 44.     (W)     SCALED    
 OM0332* NAVD 88     -       242.09   (+/-2cm)     794.3    (feet)  VERTCON   
 OM0332  ___________________________________________________________________
 OM0332  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 OM0332
 OM0332  VERT ORDER  -  THIRD (See Below)
 OM0332
 OM0332.The horizontal coordinates were scaled from a topographic map and have
 OM0332.an estimated accuracy of +/- 6 seconds.
 OM0332
 OM0332.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0332.The vertical order pertains to the NGVD 29 superseded value.
 OM0332
 OM0332.The geoid height was determined by GEOID03.
 OM0332
 OM0332;                    North         East    Units  Estimated Accuracy
 OM0332;SPC WI S     -   171,750.      644,810.      MT  (+/- 180 meters Scaled)
 OM0332
 OM0332                          SUPERSEDED SURVEY CONTROL
 OM0332
 OM0332  NGVD 29 (09/01/04)  242.13   (m)          794.4    (f) RESET       3  
 OM0332
 OM0332.Superseded values are not recommended for survey control.
 OM0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0332.See file dsdata.txt to determine how the superseded data were derived.
 OM0332
 OM0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP024242(NAD 83)
 OM0332_MARKER: DB = BENCH MARK DISK
 OM0332_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OM0332_SP_SET: BRIDGE ABUTMENT
 OM0332_STAMPING: E 84 RESET 1937
 OM0332_MARK LOGO: CGS   
 OM0332_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OM0332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0332_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0332+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2003
 OM0332
 OM0332  HISTORY     - Date     Condition        Report By
 OM0332  HISTORY     - 1937     MONUMENTED       CGS
 OM0332  HISTORY     - 1961     GOOD             USGS
 OM0332  HISTORY     - 1977     GOOD             ALSTER
 OM0332  HISTORY     - 20030530 GOOD             WIDT
 OM0332
 OM0332                          STATION DESCRIPTION
 OM0332
 OM0332'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 OM0332'AT PORTAGE.
 OM0332'AT PORTAGE, AT THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OM0332'RAILROAD BRIDGE OVER THE FOX AND WISCONSIN RIVER CANAL, IN SW
 OM0332'1/4 SEC 33 R 13 N, R 9 E, AT SOUTH END OF WEST CONCRETE ABUTMENT,
 OM0332'8 FEET SOUTH OF CENTER LINE OF MAIN TRACK, IN TOP OF PARAPET
 OM0332'WALL.
 OM0332
 OM0332                          STATION RECOVERY (1977)
 OM0332
 OM0332'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1977
 OM0332'RECOVERED IN GOOD CONDITION.
 OM0332
 OM0332                          STATION RECOVERY (2003)
 OM0332
 OM0332'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 OM0332'OWNERSHIP--CANADIAN PACIFIC AND AMTRACK.  TO REACH THE STATION FROM
 OM0332'THE JUNCTION OF STATE HIGHWAY 16 (WISCONSIN STREET) WITH US HIGHWAY 51
 OM0332'NORTH (DE WITT STREET) IN THE CITY OF PORTAGE, GO NORTH ON US HIGHWAY
 OM0332'51 (DE WITT STREET) FOR 0.05 MI (0.08 KM) TO EAST EDGEWATER STREET,
 OM0332'TURN RIGHT AND GO NORTHEAST ON EAST EDGEWATER STREET FOR 0.75 MI (1.21
 OM0332'KM) TO THE RAILROAD TRACKS AND TO WHERE EAST EDGEWATER STREET CURVES
 OM0332'LEFT (NORTH), GO SOUTHEAST ON FOOT ON DIM TRAIL ALONG RAILROAD TRACKS
 OM0332'FOR 47 M (154.2 FT) TO A RAILROAD BRIDGE OVER PORTAGE CANAL AND THE
 OM0332'STATION ON THE RIGHT THE STATION IS A BRONZE US COAST AND GEODETIC
 OM0332'SURVEY BENCH MARK DISK SET IN THE TOP OF THE NORTHWEST CORNER OF THE
 OM0332'NORTH RAILROAD BRIDGE ABUTMENT ABOUT LEVEL WITH THE TRACKS.  THE
 OM0332'STATION IS 3.4 M (11.2 FT) WEST OF THE WEST RAIL OF WESTERN SET OF
 OM0332'TRACKS.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS
 OM0332'DUE TO THE TREES TO THE WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0155 ***********************************************************************
 OM0155  DESIGNATION -  E 85
 OM0155  PID         -  OM0155
 OM0155  STATE/COUNTY-  WI/DODGE
 OM0155  USGS QUAD   -  BUCKHORN CORNER (1980)
 OM0155
 OM0155                         *CURRENT SURVEY CONTROL
 OM0155  ___________________________________________________________________
 OM0155* NAD 83(1986)-  43 30 10.     (N)    088 51 35.     (W)     SCALED    
 OM0155* NAVD 88     -       268.959  (meters)     882.41   (feet)  ADJUSTED  
 OM0155  ___________________________________________________________________
 OM0155  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 OM0155  DYNAMIC HT  -         268.895 (meters)     882.20  (feet)  COMP
 OM0155  MODELED GRAV-     980,376.9   (mgal)                       NAVD 88
 OM0155
 OM0155  VERT ORDER  -  SECOND    CLASS 0
 OM0155
 OM0155.The horizontal coordinates were scaled from a topographic map and have
 OM0155.an estimated accuracy of +/- 6 seconds.
 OM0155
 OM0155.The orthometric height was determined by differential leveling
 OM0155.and adjusted by the National Geodetic Survey in June 1991..
 OM0155
 OM0155.The geoid height was determined by GEOID03.
 OM0155
 OM0155.The dynamic height is computed by dividing the NAVD 88
 OM0155.geopotential number by the normal gravity value computed on the
 OM0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0155.degrees latitude (g = 980.6199 gals.).
 OM0155
 OM0155.The modeled gravity was interpolated from observed gravity values.
 OM0155
 OM0155;                    North         East    Units  Estimated Accuracy
 OM0155;SPC WI S     -   167,580.      692,210.      MT  (+/- 180 meters Scaled)
 OM0155
 OM0155                          SUPERSEDED SURVEY CONTROL
 OM0155
 OM0155  NGVD 29 (??/??/92)  269.004  (m)          882.56   (f) ADJ UNCH    2 0
 OM0155
 OM0155.Superseded values are not recommended for survey control.
 OM0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0155.See file dsdata.txt to determine how the superseded data were derived.
 OM0155
 OM0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP496183(NAD 83)
 OM0155_MARKER: DB = BENCH MARK DISK
 OM0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0155_STAMPING: E-85 1934
 OM0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0155+STABILITY: SURFACE MOTION
 OM0155
 OM0155  HISTORY     - Date     Condition        Report By
 OM0155  HISTORY     - 1934     MONUMENTED       CGS
 OM0155  HISTORY     - 20030528 MARK NOT FOUND   WIDT
 OM0155
 OM0155                          STATION DESCRIPTION
 OM0155
 OM0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0155'5.9 MI SE FROM FOX LAKE.
 OM0155'5.9 MILES SOUTHEAST OF ALONG THE CHICAGO, MILWAUKEE, ST PAUL
 OM0155'AND PACIFIC RAILROAD 12 POLES SOUTHEAST OF MILEPOST 152, 12
 OM0155'FEET NORTHWEST OF THE CENTER LINE OF PUBLIC ROAD CROSSING, THENCE
 OM0155'21 FEET NORTHEAST OF THE CENTER LINE OF THE TRACK, 27 FEET
 OM0155'SOUTHWEST OF THE RIGHT-OF-WAY FENCE, AT RAIL LEVEL.
 OM0155
 OM0155                          STATION RECOVERY (2003)
 OM0155
 OM0155'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 OM0155'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0066 ***********************************************************************
 OM0066  DESIGNATION -  E 86
 OM0066  PID         -  OM0066
 OM0066  STATE/COUNTY-  WI/WASHINGTON
 OM0066  USGS QUAD   -  HARTFORD EAST (1976)
 OM0066
 OM0066                         *CURRENT SURVEY CONTROL
 OM0066  ___________________________________________________________________
 OM0066* NAD 83(1986)-  43 18 37.     (N)    088 15 37.     (W)     SCALED    
 OM0066* NAVD 88     -       323.037  (meters)    1059.83   (feet)  ADJUSTED  
 OM0066  ___________________________________________________________________
 OM0066  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 OM0066  DYNAMIC HT  -         322.957 (meters)    1059.57  (feet)  COMP
 OM0066  MODELED GRAV-     980,364.4   (mgal)                       NAVD 88
 OM0066
 OM0066  VERT ORDER  -  SECOND    CLASS 0
 OM0066
 OM0066.The horizontal coordinates were scaled from a topographic map and have
 OM0066.an estimated accuracy of +/- 6 seconds.
 OM0066
 OM0066.The orthometric height was determined by differential leveling
 OM0066.and adjusted by the National Geodetic Survey in June 1991..
 OM0066
 OM0066.The geoid height was determined by GEOID03.
 OM0066
 OM0066.The dynamic height is computed by dividing the NAVD 88
 OM0066.geopotential number by the normal gravity value computed on the
 OM0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0066.degrees latitude (g = 980.6199 gals.).
 OM0066
 OM0066.The modeled gravity was interpolated from observed gravity values.
 OM0066
 OM0066;                    North         East    Units  Estimated Accuracy
 OM0066;SPC WI S     -   147,030.      741,120.      MT  (+/- 180 meters Scaled)
 OM0066
 OM0066                          SUPERSEDED SURVEY CONTROL
 OM0066
 OM0066  NGVD 29 (??/??/92)  323.093  (m)         1060.01   (f) ADJ UNCH    2 0
 OM0066
 OM0066.Superseded values are not recommended for survey control.
 OM0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0066.See file dsdata.txt to determine how the superseded data were derived.
 OM0066
 OM0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN977960(NAD 83)
 OM0066_MARKER: DB = BENCH MARK DISK
 OM0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0066_STAMPING: E-86 1934
 OM0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0066+STABILITY: SURFACE MOTION
 OM0066
 OM0066  HISTORY     - Date     Condition        Report By
 OM0066  HISTORY     - 1934     MONUMENTED       CGS
 OM0066  HISTORY     - 19960101 MARK NOT FOUND   WIDT
 OM0066
 OM0066                          STATION DESCRIPTION
 OM0066
 OM0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0066'2.8 MI SE FROM SLINGER.
 OM0066'2.8 MILES SOUTHEAST OF ALONG THE CHICAGO, MILWAUKEE, ST PAUL
 OM0066'AND PACIFIC RAILROAD 15 1/2 POLES SOUTHEAST OF MILEPOST 116,
 OM0066'24 FEET NORTHWEST OF THE CENTER LINE OF THE PUBLIC ROAD CROSSING,
 OM0066'THENCE 12 FEET NORTHEAST OF THE CENTER LINE OF THE TRACK, AT
 OM0066'RAIL LEVEL.
 OM0066
 OM0066                          STATION RECOVERY (1996)
 OM0066
 OM0066'RECOVERY NOTE BY WI DEPT OF TRANSP 1996 (WH)
 OM0066'NOT FOUND - COUNTY HIGHWAY CONSTRUCTION IN 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0232 ***********************************************************************
 OL0232  DESIGNATION -  E 88
 OL0232  PID         -  OL0232
 OL0232  STATE/COUNTY-  WI/SHEBOYGAN
 OL0232  USGS QUAD   -  CLEVELAND EAST (1994)
 OL0232
 OL0232                         *CURRENT SURVEY CONTROL
 OL0232  ___________________________________________________________________
 OL0232* NAD 83(1986)-  43 53 11.     (N)    087 44 46.     (W)     SCALED    
 OL0232* NAVD 88     -       194.947  (meters)     639.59   (feet)  ADJUSTED  
 OL0232  ___________________________________________________________________
 OL0232  GEOID HEIGHT-         -35.94  (meters)                     GEOID03
 OL0232  DYNAMIC HT  -         194.912 (meters)     639.47  (feet)  COMP
 OL0232  MODELED GRAV-     980,434.1   (mgal)                       NAVD 88
 OL0232
 OL0232  VERT ORDER  -  SECOND    CLASS 0
 OL0232
 OL0232.The horizontal coordinates were scaled from a topographic map and have
 OL0232.an estimated accuracy of +/- 6 seconds.
 OL0232
 OL0232.The orthometric height was determined by differential leveling
 OL0232.and adjusted by the National Geodetic Survey in June 1991..
 OL0232
 OL0232.The geoid height was determined by GEOID03.
 OL0232
 OL0232.The dynamic height is computed by dividing the NAVD 88
 OL0232.geopotential number by the normal gravity value computed on the
 OL0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0232.degrees latitude (g = 980.6199 gals.).
 OL0232
 OL0232.The modeled gravity was interpolated from observed gravity values.
 OL0232
 OL0232;                    North         East    Units  Estimated Accuracy
 OL0232;SPC WI S     -   212,010.      781,090.      MT  (+/- 180 meters Scaled)
 OL0232
 OL0232                          SUPERSEDED SURVEY CONTROL
 OL0232
 OL0232  NGVD 29 (??/??/92)  194.972  (m)          639.67   (f) ADJ UNCH    2 0
 OL0232
 OL0232.Superseded values are not recommended for survey control.
 OL0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0232.See file dsdata.txt to determine how the superseded data were derived.
 OL0232
 OL0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP400595(NAD 83)
 OL0232_MARKER: DB = BENCH MARK DISK
 OL0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OL0232_STAMPING: E-88 1934
 OL0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0232+STABILITY: SURFACE MOTION
 OL0232
 OL0232  HISTORY     - Date     Condition        Report By
 OL0232  HISTORY     - 1934     MONUMENTED       CGS
 OL0232
 OL0232                          STATION DESCRIPTION
 OL0232
 OL0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OL0232'1.9 MI S FROM CLEVELAND.
 OL0232'1.9 MILES SOUTH ALONG THE CHICAGO AND NORTHWESTERN RAILROAD 9
 OL0232'POLES NORTH OF SEMAPHORE 688, AT PRIVATE CROSSING.  SET IN
 OL0232'POST, 2 FEET BELOW RAIL TOP, 3 FEET EAST OF FENCE, 90 FEET
 OL0232'NORTH FROM CENTERLINE OF CROSSING, 47 FEET WEST OF CENTERLINE
 OL0232'OF TRACK AND 22 FEET WEST OF TELEGRAPH POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0095 ***********************************************************************
 PM0095  DESIGNATION -  E 89
 PM0095  PID         -  PM0095
 PM0095  STATE/COUNTY-  WI/BROWN
 PM0095  USGS QUAD   -  DENMARK (1978)
 PM0095
 PM0095                         *CURRENT SURVEY CONTROL
 PM0095  ___________________________________________________________________
 PM0095* NAD 83(1986)-  44 20 01.     (N)    087 49 36.     (W)     SCALED    
 PM0095* NAVD 88     -       259.792  (meters)     852.33   (feet)  ADJUSTED  
 PM0095  ___________________________________________________________________
 PM0095  GEOID HEIGHT-         -36.05  (meters)                     GEOID03
 PM0095  DYNAMIC HT  -         259.755 (meters)     852.21  (feet)  COMP
 PM0095  MODELED GRAV-     980,469.6   (mgal)                       NAVD 88
 PM0095
 PM0095  VERT ORDER  -  SECOND    CLASS I
 PM0095
 PM0095.The horizontal coordinates were scaled from a topographic map and have
 PM0095.an estimated accuracy of +/- 6 seconds.
 PM0095
 PM0095.The orthometric height was determined by differential leveling
 PM0095.and adjusted by the National Geodetic Survey in May 2003..
 PM0095.WARNING-Repeat measurements at this control monument indicate possible
 PM0095.vertical movement.
 PM0095
 PM0095.The geoid height was determined by GEOID03.
 PM0095
 PM0095.The dynamic height is computed by dividing the NAVD 88
 PM0095.geopotential number by the normal gravity value computed on the
 PM0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0095.degrees latitude (g = 980.6199 gals.).
 PM0095
 PM0095.The modeled gravity was interpolated from observed gravity values.
 PM0095
 PM0095;                    North         East    Units  Estimated Accuracy
 PM0095;SPC WI C     -    57,910.      773,310.      MT  (+/- 180 meters Scaled)
 PM0095
 PM0095                          SUPERSEDED SURVEY CONTROL
 PM0095
 PM0095  NAVD 88 (06/15/91)  259.778  (m)          852.29   (f) UNKNOWN     1 0
 PM0095  NGVD 29 (??/??/92)  259.679  (m)          851.96   (f) ADJ UNCH    2 0
 PM0095
 PM0095.Superseded values are not recommended for survey control.
 PM0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0095.See file dsdata.txt to determine how the superseded data were derived.
 PM0095
 PM0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ340092(NAD 83)
 PM0095_MARKER: DB = BENCH MARK DISK
 PM0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PM0095_STAMPING: E 89 1934
 PM0095_MARK LOGO: CGS   
 PM0095_PROJECTION: PROJECTING 15 CENTIMETERS
 PM0095_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PM0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0095+STABILITY: SURFACE MOTION
 PM0095_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0095+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 PM0095
 PM0095  HISTORY     - Date     Condition        Report By
 PM0095  HISTORY     - 1934     MONUMENTED       CGS
 PM0095  HISTORY     - 1972     GOOD             NGS
 PM0095  HISTORY     - 19940510 GOOD             WI-009
 PM0095  HISTORY     - 20010712 GOOD             WIDT
 PM0095  HISTORY     - 20030429 GOOD             USPSQD
 PM0095  HISTORY     - 20050725 GOOD             WIDT
 PM0095
 PM0095                          STATION DESCRIPTION
 PM0095
 PM0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0095'1 MI S FROM DENMARK.
 PM0095'ABOUT 1.05 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN
 PM0095'RAILWAY FROM THE CROSSING OF MAIN STREET AT DENMARK, ABOUT 0.7
 PM0095'MILE SOUTH OF THE U.S. HIGHWAY 141 OVERPASS, 3 TELEPHONE POLES
 PM0095'SOUTH OF COUNTY ROAD T OVERPASS, 37.6 FEET EAST OF THE EAST
 PM0095'RAIL OF THE MAIN TRACK, 14 FEET EAST OF A TELEPHONE POLE, 1.2
 PM0095'FEET NORTH OF A METAL WITNESS POST, 2 1/2 FEET BELOW THE LEVEL
 PM0095'OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PM0095'6 INCHES ABOVE THE LEVEL OF THE GROUND.  SEC 34, T22N, R22E.
 PM0095'NOTE-- MARK IS ABOUT 0.4 MILE NORTH OF THE BROWN-MANITOWOC
 PM0095'COUNTY LINE.
 PM0095
 PM0095                          STATION RECOVERY (1994)
 PM0095
 PM0095'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PM0095'RECOVERED AS DESCRIBED.
 PM0095
 PM0095                          STATION RECOVERY (2001)
 PM0095
 PM0095'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PM0095'THE STATION IS LOCATED ABOUT 40 KM EAST-NORTHEAST OF APPLETON AND 22
 PM0095'KM SOUTHEAST OF GREEN BAY.  OWNERSHIP--TOWN OF COOPERSTOWN. TO REACH
 PM0095'THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 43 WITH STATE
 PM0095'HIGHWAY 96 WITH COUNTY HIGHHWAY KB (DEPERE ROAD) ABOUT 1 KM WEST OF
 PM0095'THE VILLAGE OF DENMARK GO EAST ON COUNTY HIGHWAY KB (DE PERE ROAD)
 PM0095'FOR 0.2 KM TO BOHEMIAM ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH ON
 PM0095'BOHEMIAM ROAD FOR 0.6 KM TO HAGAR ROAD, TURN LEFT AND GO EAST ON
 PM0095'HAGAR ROAD FOR 1.1 KM TO COUNTY HIGHWAY T (ROSECRANS ROAD), TURN
 PM0095'RIGHT AND GO SOUTH ON COUNTY HIGHWAY T (ROSECRANS ROAD) FOR 0.6 KM TO
 PM0095'A BRIDGE OVER AN ABANDONED RAILROAD AND THE STATION ON THE LEFT. THE
 PM0095'STATION IS A BRONZE US COAST AND GEODETIC SURVEY BENCH MARK DISK SET
 PM0095'IN THE TOP OF A 30-CM DIAMETER SQUARE CONCRETE POST ABOUT 2.0 M ABOVE
 PM0095'RAILROAD BED.  THE STATION IS 134 M SOUTHEAST OF THE CENTERLINE OF
 PM0095'COUNTY ROAD T (ROSECRANS ROAD OVERPASS), 4.5 M EAST OF 3RD POWER POLE
 PM0095'SOUTH OF THE COUNTY ROAD T (ROSECRANS ROAD OVERPASS),12.0 M EAST OF
 PM0095'OLD RAILROAD BED, 11.0 M WEST OF LINE FENCE AND 0.3 M NORTH OF A
 PM0095'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS OBSTRUCTIONS
 PM0095'IN ALL QUADRANTS.
 PM0095
 PM0095                          STATION RECOVERY (2003)
 PM0095
 PM0095'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0095'RECOVERED IN GOOD CONDITION. FOLLOW THE DIRECTIONS PROVIDED IN THE
 PM0095'2001 WIDT DESCRIPTION.
 PM0095' 
 PM0095'ADD-- CONTINUE OVER THE OVERPASS OVER THE ABANDONED RAILROAD BED AND
 PM0095'CONTINUE FOR 0.2 MILE TO A GRAVEL ROAD TO THE LEFT TOWARD A HOUSING
 PM0095'DEVELOPMENT WHICH IS 0.1 MILE NORTH OF DAMSEL ROAD.  TURN LEFT ON THE
 PM0095'GRAVEL ROAD TO THE RAILROAD BED.  THE STATION IS NEAR THE THIRD POLE
 PM0095'NORTH OF THE GRAVEL ROAD.  THE WHITE METAL WITNESS POST SIGN IS SPRAY
 PM0095'PAINTED A PINK COLOR.  THERE IS NO WHITE PLASTIC WITNESS POST PRESENT.
 PM0095' 
 PM0095
 PM0095                          STATION RECOVERY (2005)
 PM0095
 PM0095'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PM0095'RECOVERED IN GOOD CONDITION.  TO REACH THE STATION FROM THE JUNCTION
 PM0095'OF INTERSTATE 43 WITH STATE HIGHWAY 96 WITH COUNTY HIGHWAY KB (DE PERE
 PM0095'ROAD), GO EAST ON COUNTY HIGHWAY KB FOR 0.1 MILE TO BOHEMIA ROAD ON
 PM0095'THE RIGHT.  TURN RIGHT AND GO SOUTH ON BOHEMIA ROAD FOR 0.3 MILE TO
 PM0095'HAGER ROAD.  GO EAST ON HAGER ROAD FOR 0.7 MILE TO SOUTH WALL STREET.
 PM0095' 
 PM0095'TURN RIGHT AND GO SOUTH ON SOUTH WALL STREET WHICH BECOMES ROSECANES
 PM0095'ROAD FOR 0.5 MILE TO A BRIDGE OVER AN ABANDONED RAILROAD.  CONTINUE
 PM0095'FOR 0.2 MILE TO CEDAR MEADOWS DRIVE ON THE LEFT.  TURN LEFT AND GO
 PM0095'EAST ON CEDAR MEADOWS DRIVE FOR 46 M TO THE ABANDONED RAILROAD BED.
 PM0095'TURN LEFT AND GO NORTH ON THE RAILROAD BED FOR 0.1 MILE (THREE POLES)
 PM0095'TO THE STATION ON THE RIGHT.
 PM0095'ADD-- THE STATION IS 0.3 M NORTH OF A WHITE METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0061 ***********************************************************************
 PN0061  DESIGNATION -  E 9
 PN0061  PID         -  PN0061
 PN0061  STATE/COUNTY-  WI/BROWN
 PN0061  USGS QUAD   -  GREEN BAY WEST (1992)
 PN0061
 PN0061                         *CURRENT SURVEY CONTROL
 PN0061  ___________________________________________________________________
 PN0061* NAD 83(1986)-  44 32 33.     (N)    088 05 31.     (W)     SCALED    
 PN0061* NAVD 88     -       187.022  (meters)     613.59   (feet)  ADJUSTED  
 PN0061  ___________________________________________________________________
 PN0061  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 PN0061  DYNAMIC HT  -         186.999 (meters)     613.51  (feet)  COMP
 PN0061  MODELED GRAV-     980,491.4   (mgal)                       NAVD 88
 PN0061
 PN0061  VERT ORDER  -  FIRST     CLASS II
 PN0061
 PN0061.The horizontal coordinates were scaled from a topographic map and have
 PN0061.an estimated accuracy of +/- 6 seconds.
 PN0061
 PN0061.The orthometric height was determined by differential leveling
 PN0061.and adjusted by the National Geodetic Survey in June 1991..
 PN0061
 PN0061.The geoid height was determined by GEOID03.
 PN0061
 PN0061.The dynamic height is computed by dividing the NAVD 88
 PN0061.geopotential number by the normal gravity value computed on the
 PN0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0061.degrees latitude (g = 980.6199 gals.).
 PN0061
 PN0061.The modeled gravity was interpolated from observed gravity values.
 PN0061
 PN0061;                    North         East    Units  Estimated Accuracy
 PN0061;SPC WI C     -    80,580.      751,620.      MT  (+/- 180 meters Scaled)
 PN0061
 PN0061                          SUPERSEDED SURVEY CONTROL
 PN0061
 PN0061  NGVD 29 (??/??/92)  187.056  (m)          613.70   (f) ADJ UNCH    1 2
 PN0061
 PN0061.Superseded values are not recommended for survey control.
 PN0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0061.See file dsdata.txt to determine how the superseded data were derived.
 PN0061
 PN0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ132327(NAD 83)
 PN0061_MARKER: DB = BENCH MARK DISK
 PN0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0061_STAMPING: E 9 1930
 PN0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0061+STABILITY: SURFACE MOTION
 PN0061
 PN0061  HISTORY     - Date     Condition        Report By
 PN0061  HISTORY     - 1930     MONUMENTED       CGS
 PN0061  HISTORY     - 1934     GOOD             NGS
 PN0061  HISTORY     - 1976     MARK NOT FOUND   LOCENG
 PN0061  HISTORY     - 1985     MARK NOT FOUND   NGS
 PN0061  HISTORY     - 19940510 MARK NOT FOUND   WI-009
 PN0061  HISTORY     - 20031211 MARK NOT FOUND   USPSQD
 PN0061  HISTORY     - 20050810 MARK NOT FOUND   WIDT
 PN0061
 PN0061                          STATION DESCRIPTION
 PN0061
 PN0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 PN0061'4.2 MI W FROM GREEN BAY.
 PN0061'ON THE GREEN BAY AND WESTERN RAILROAD, 4.26 MILES WEST OF THE DEPOT
 PN0061'AT GREEN BAY, IN THE SOUTH EAST CORNER OF THE INTERSECTION OF THE
 PN0061'RAILROAD AND A GRAVEL COUNTY ROAD, 39 FEET EAST OF THE CENTERLINE
 PN0061'OF THE COUNTY ROAD 45 FEET SOUTH OF THE SOUTH AND NEAREST RAIL
 PN0061'NEAR THE EAST END OF A LONG CURVE, AND 3 FEET NORTH OF THE SOUTH
 PN0061'PROPERTY LINE FENCE OF THE RAILROAD, A STANDARD BRONZE DISC SET
 PN0061'IN CONCRETE MONUMENT.
 PN0061
 PN0061                          STATION RECOVERY (1934)
 PN0061
 PN0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PN0061'RECOVERED IN GOOD CONDITION.
 PN0061
 PN0061                          STATION RECOVERY (1976)
 PN0061
 PN0061'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 PN0061'MARK NOT FOUND.
 PN0061
 PN0061                          STATION RECOVERY (1985)
 PN0061
 PN0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0061'MARK NOT FOUND.
 PN0061
 PN0061                          STATION RECOVERY (1994)
 PN0061
 PN0061'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0061'MARK NOT FOUND.
 PN0061
 PN0061                          STATION RECOVERY (2003)
 PN0061
 PN0061'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0061'MARK NOT FOUND.
 PN0061
 PN0061                          STATION RECOVERY (2005)
 PN0061
 PN0061'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0061'NOT FOUND.  ADD--TAPED DIMENSIONS FROM THE RAILROAD TRACKS AND THE
 PN0061'COUNTY ROAD WITHOUT RECOVERING ANY EVIDENCE OF THE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0014 ***********************************************************************
 OM0014  DESIGNATION -  E 90
 OM0014  PID         -  OM0014
 OM0014  STATE/COUNTY-  WI/SHEBOYGAN
 OM0014  USGS QUAD   -  ELKHART LAKE (1992)
 OM0014
 OM0014                         *CURRENT SURVEY CONTROL
 OM0014  ___________________________________________________________________
 OM0014* NAD 83(1986)-  43 48 57.     (N)    088 06 42.     (W)     SCALED    
 OM0014* NAVD 88     -       286.287  (meters)     939.26   (feet)  ADJUSTED  
 OM0014  ___________________________________________________________________
 OM0014  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 OM0014  DYNAMIC HT  -         286.227 (meters)     939.06  (feet)  COMP
 OM0014  MODELED GRAV-     980,403.9   (mgal)                       NAVD 88
 OM0014
 OM0014  VERT ORDER  -  SECOND    CLASS I
 OM0014
 OM0014.The horizontal coordinates were scaled from a topographic map and have
 OM0014.an estimated accuracy of +/- 6 seconds.
 OM0014
 OM0014.The orthometric height was determined by differential leveling
 OM0014.and adjusted by the National Geodetic Survey in May 2003..
 OM0014
 OM0014.The geoid height was determined by GEOID03.
 OM0014
 OM0014.The dynamic height is computed by dividing the NAVD 88
 OM0014.geopotential number by the normal gravity value computed on the
 OM0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0014.degrees latitude (g = 980.6199 gals.).
 OM0014
 OM0014.The modeled gravity was interpolated from observed gravity values.
 OM0014
 OM0014;                    North         East    Units  Estimated Accuracy
 OM0014;SPC WI S     -   203,450.      751,900.      MT  (+/- 180 meters Scaled)
 OM0014
 OM0014                          SUPERSEDED SURVEY CONTROL
 OM0014
 OM0014  NAVD 88 (??/??/92)  286.234  (m)          939.09   (f) UNKNOWN     3 0
 OM0014  NGVD 29 (??/??/92)  286.228  (m)          939.07   (f) ADJ UNCH    2 0
 OM0014
 OM0014.Superseded values are not recommended for survey control.
 OM0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0014.See file dsdata.txt to determine how the superseded data were derived.
 OM0014
 OM0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP105520(NAD 83)
 OM0014_MARKER: DB = BENCH MARK DISK
 OM0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0014_STAMPING: E 90 1934
 OM0014_MARK LOGO: CGS   
 OM0014_PROJECTION: PROJECTING 20 CENTIMETERS
 OM0014_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0014+STABILITY: SURFACE MOTION
 OM0014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0014+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2003
 OM0014
 OM0014  HISTORY     - Date     Condition        Report By
 OM0014  HISTORY     - 1934     MONUMENTED       CGS
 OM0014  HISTORY     - 20010514 GOOD             WIDT
 OM0014  HISTORY     - 20031206 GOOD             USPSQD
 OM0014
 OM0014                          STATION DESCRIPTION
 OM0014
 OM0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0014'2.9 MI E FROM ST CLOUD.
 OM0014'2.9 MILES EAST OF DEPOT ALONG THE CHICAGO AND NORTHWESTERN
 OM0014'RAILROAD, 3 1/2 POLES WEST OF WOODEN BRIDGE 872 AT HULLS CROSSING.
 OM0014'SET IN POST, 2 FEET BELOW RAIL TOP, 2 FEET SOUTH OF FENCE, 47
 OM0014'FEET NORTH OF CENTERLINE OF TRACK AND 36 FEET WEST OF CENTERLINE
 OM0014'OF ROAD.
 OM0014
 OM0014                          STATION RECOVERY (2001)
 OM0014
 OM0014'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OM0014'THE STATION IS LOCATED ABOUT 27 KM EAST-NORTHEAST OF FOND DU LAC AND
 OM0014'30 KM WEST-NORTHWEST OF SHEBOYGAN.  OWNERSHIP--TOWNSHIP OFGREENBUSH.
 OM0014'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 23 WITH
 OM0014'COUNTY HIGHWAY G ABOUT 23 KM EAST OF THE CITY OF FOND DU LAC, GO
 OM0014'NORTH ON COUNTY HIGHWAY G FOR 4.4 KM TO COUNTY HIGHWAY C ON THE
 OM0014'RIGHT, TURN RIGHT AND GO EAST ON COUNTY HIGHWAY C FOR 3.9 KM TO
 OM0014'CHERRY ROAD, TURN LEFT AND GO NORTH THEN EAST ON CHERRY ROAD FOR 1.5
 OM0014'KM TO HULLS CROSSING DRIVE ON THE LEFT, TURN LEFT AND GO NORTH ON
 OM0014'HULLS CROSSING DRIVE FOR 0.4 KM TO THE STATION ON THE LEFT.  THE
 OM0014'STATION IS A US COAST AND GEODETIC SURVEY BRONZE DISK STAMPED --E 90
 OM0014'1934-- SET IN A 22-CM SQUARE CONCRETE POST.  THE STATION IS 11.5
 OM0014'METERS WEST OF THE CENTERLINE OF HULLS CROSSING DRIVE, 15.0 METERS
 OM0014'NORTH OF POWER POLE --92-17125 50-4--, 3.5 METERS NORTHWEST OF THE
 OM0014'NORTHERNMOST METAL GATE POST FOR PRIVATE ENTRY --N 7654--, 0.85
 OM0014'METERS SOUTHWEST OF THE WEST POST OF SIGN --HULLS CROSSING-- AND 0.35
 OM0014'METERS EAST OF A METAL WITNESS POST.  ---NOTE---2 METER HIGH METAL
 OM0014'GATE OBSTRUCTS VIEW TO SOUTH.  POWERLINE PASSES OVERHEAD.
 OM0014
 OM0014                          STATION RECOVERY (2003)
 OM0014
 OM0014'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0010 ***********************************************************************
 OM0010  DESIGNATION -  E 91
 OM0010  PID         -  OM0010
 OM0010  STATE/COUNTY-  WI/CALUMET
 OM0010  USGS QUAD   -  KIEL (1992)
 OM0010
 OM0010                         *CURRENT SURVEY CONTROL
 OM0010  ___________________________________________________________________
 OM0010* NAD 83(1986)-  43 58 41.     (N)    088 05 58.     (W)     SCALED    
 OM0010* NAVD 88     -       269.535  (meters)     884.30   (feet)  ADJUSTED  
 OM0010  ___________________________________________________________________
 OM0010  GEOID HEIGHT-         -35.92  (meters)                     GEOID03
 OM0010  DYNAMIC HT  -         269.481 (meters)     884.12  (feet)  COMP
 OM0010  MODELED GRAV-     980,413.9   (mgal)                       NAVD 88
 OM0010
 OM0010  VERT ORDER  -  SECOND    CLASS 0
 OM0010
 OM0010.The horizontal coordinates were scaled from a topographic map and have
 OM0010.an estimated accuracy of +/- 6 seconds.
 OM0010
 OM0010.The orthometric height was determined by differential leveling
 OM0010.and adjusted by the National Geodetic Survey in June 1991..
 OM0010
 OM0010.The geoid height was determined by GEOID03.
 OM0010
 OM0010.The dynamic height is computed by dividing the NAVD 88
 OM0010.geopotential number by the normal gravity value computed on the
 OM0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0010.degrees latitude (g = 980.6199 gals.).
 OM0010
 OM0010.The modeled gravity was interpolated from observed gravity values.
 OM0010
 OM0010;                    North         East    Units  Estimated Accuracy
 OM0010;SPC WI S     -   221,490.      752,480.      MT  (+/- 180 meters Scaled)
 OM0010
 OM0010                          SUPERSEDED SURVEY CONTROL
 OM0010
 OM0010  NGVD 29 (??/??/92)  269.527  (m)          884.27   (f) ADJ UNCH    2 0
 OM0010
 OM0010.Superseded values are not recommended for survey control.
 OM0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0010.See file dsdata.txt to determine how the superseded data were derived.
 OM0010
 OM0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP118700(NAD 83)
 OM0010_MARKER: DB = BENCH MARK DISK
 OM0010_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OM0010_SP_SET: BRIDGE ABUTMENT
 OM0010_STAMPING: E 91 1934
 OM0010_MARK LOGO: CGS   
 OM0010_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM0010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0010_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0010+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2005
 OM0010
 OM0010  HISTORY     - Date     Condition        Report By
 OM0010  HISTORY     - 1934     MONUMENTED       CGS
 OM0010  HISTORY     - 2001     GOOD             WIDT
 OM0010  HISTORY     - 20030630 GOOD             USPSQD
 OM0010  HISTORY     - 20050817 GOOD             WIDT
 OM0010
 OM0010                          STATION DESCRIPTION
 OM0010
 OM0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0010'2 MI N FROM NEW HOLSTEIN.
 OM0010'2.0 MILES NORTH OF PEOPLES STATE BANK AT ALONG THE CHICAGO,
 OM0010'MILWAUKEE, ST PAUL AND PACIFIC RAILROAD AT BRIDGE U-128.  SET IN
 OM0010'SOUTHWEST CONCRETE WINGWALL, 9 FEET WEST OF CENTERLINE OF TRACK
 OM0010'AND 1 1/2 FEET BELOW RAIL TOP.
 OM0010
 OM0010                          STATION RECOVERY (2001)
 OM0010
 OM0010'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OM0010'THE STATION IS LOCATED ABOUT 36 KM SOUTHWEST OF MANITOWOC, 36 KM
 OM0010'NORTHWEST OF SHEBOYGAN AND 35 NORTHEAST OF FOND DU LAC.
 OM0010'OWNERSHIP--WISCONSIN CENTRAL RAILROAD. TO REACH THE STATION FROM THE
 OM0010'JUNCTION OF US HIGHWAY 151 NORTH WITH STATE HIGHWAY 32 SOUTH AND
 OM0010'STATE HIGHWAY 57 SOUTH IN THE CITY OF CHILTON, GO EAST ON US HIGHWAY
 OM0010'151 FOR 3.4 KM TO COUNTY HIGHWAY T ON THE RIGHT, TURN RIGHT AND GO
 OM0010'SOUTH ON COUNTY HIGHWAY T FOR 1.3 KM TO HAYTON ROAD, CONTINUE SOUTH
 OM0010'ON HAYTON ROAD FOR 2.9 KM TO BRUCKNER ROAD ON THE LEFT, TURN LEFT AND
 OM0010'GO EAST ON BRUCKNER ROAD FOR 0.4 KM TO THE RAILROAD TRACKS, TURN
 OM0010'RIGHT AND CONTINUE ON FOOT SOUTH ON THE RAILROAD TRACKS FOR 664 M TO
 OM0010'THE STATION ON THE RIGHT. THE STATION IS A BRONZE US COAST AND
 OM0010'GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP OF THE WEST END OF THE
 OM0010'SOUTH ABUTMENT, AND ABOUT LEVEL WITH THE RAILROAD TRACKS. THE STATION
 OM0010'IS 664 M SOUTH OF THE CENTERLINE OF BRUCKNER ROAD, 41.9 M SOUTH OF A
 OM0010'METAL POST --NO MARKINGS ON SIGN--, 24.3 M NORTH-NORTHWEST OF A WOOD
 OM0010'POST FOR A --U28--SIGN, 13.25 M SOUTH OF WEST END OF THE NORTH
 OM0010'ABUTMENT, 2.0 M WEST OF WESTERN MOST RAIL OF RAIL ROAD TRACKS, AND
 OM0010'0.4 M NORTH OF AN ORANGE FIBERGLASS WITNESS POST. ---NOTE--- THIS
 OM0010'STATION HAS VISABLE OBSTRUCTIONS IN ALL QUADRANTS EXTENDING HIGHER
 OM0010'THAN 15 DEGREES ABOVE THE HORIZION.
 OM0010
 OM0010                          STATION RECOVERY (2003)
 OM0010
 OM0010'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0010'RECOVERED IN GOOD CONDITION.
 OM0010
 OM0010                          STATION RECOVERY (2005)
 OM0010
 OM0010'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 OM0010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0187 ***********************************************************************
 PN0187  DESIGNATION -  E 92
 PN0187  PID         -  PN0187
 PN0187  STATE/COUNTY-  WI/CALUMET
 PN0187  USGS QUAD   -  BRILLION (1992)
 PN0187
 PN0187                         *CURRENT SURVEY CONTROL
 PN0187  ___________________________________________________________________
 PN0187* NAD 83(1986)-  44 07 52.     (N)    088 06 57.     (W)     SCALED    
 PN0187* NAVD 88     -       251.749  (meters)     825.95   (feet)  ADJUSTED  
 PN0187  ___________________________________________________________________
 PN0187  GEOID HEIGHT-         -36.02  (meters)                     GEOID03
 PN0187  DYNAMIC HT  -         251.705 (meters)     825.80  (feet)  COMP
 PN0187  MODELED GRAV-     980,439.0   (mgal)                       NAVD 88
 PN0187
 PN0187  VERT ORDER  -  SECOND    CLASS 0
 PN0187
 PN0187.The horizontal coordinates were scaled from a topographic map and have
 PN0187.an estimated accuracy of +/- 6 seconds.
 PN0187
 PN0187.The orthometric height was determined by differential leveling
 PN0187.and adjusted by the National Geodetic Survey in June 1991..
 PN0187
 PN0187.The geoid height was determined by GEOID03.
 PN0187
 PN0187.The dynamic height is computed by dividing the NAVD 88
 PN0187.geopotential number by the normal gravity value computed on the
 PN0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0187.degrees latitude (g = 980.6199 gals.).
 PN0187
 PN0187.The modeled gravity was interpolated from observed gravity values.
 PN0187
 PN0187;                    North         East    Units  Estimated Accuracy
 PN0187;SPC WI S     -   238,460.      750,780.      MT  (+/- 180 meters Scaled)
 PN0187
 PN0187                          SUPERSEDED SURVEY CONTROL
 PN0187
 PN0187  NGVD 29 (??/??/92)  251.757  (m)          825.97   (f) ADJ UNCH    2 0
 PN0187
 PN0187.Superseded values are not recommended for survey control.
 PN0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0187.See file dsdata.txt to determine how the superseded data were derived.
 PN0187
 PN0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP107870(NAD 83)
 PN0187_MARKER: DB = BENCH MARK DISK
 PN0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0187_STAMPING: E-92 1934
 PN0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0187+STABILITY: SURFACE MOTION
 PN0187
 PN0187  HISTORY     - Date     Condition        Report By
 PN0187  HISTORY     - 1934     MONUMENTED       CGS
 PN0187
 PN0187                          STATION DESCRIPTION
 PN0187
 PN0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0187'1.6 MI W FROM POTTER.
 PN0187'1.6 MILES WEST OF DEPOT AT ALONG THE MINNEAPOLIS, ST PAUL AND
 PN0187'SAULT STE MARIE RAILROAD AT EAST AND WEST PUBLIC CROSSING, 250
 PN0187'YARDS WEST OF NORTH AND SOUTH CROSSING.  SET IN POST, 1 FOOT
 PN0187'BELOW RAIL TOP, 4 FEET SOUTH OF FENCE, 45 FEET NORTH OF CENTERLINE
 PN0187'OF TRACK AND 33 FEET SOUTH OF CENTERLINE OF EAST BOUND ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0245 ***********************************************************************
 PN0245  DESIGNATION -  E 93
 PN0245  PID         -  PN0245
 PN0245  STATE/COUNTY-  WI/WAUPACA
 PN0245  USGS QUAD   -  READFIELD (1983)
 PN0245
 PN0245                         *CURRENT SURVEY CONTROL
 PN0245  ___________________________________________________________________
 PN0245* NAD 83(1986)-  44 17 26.     (N)    088 49 54.     (W)     SCALED    
 PN0245* NAVD 88     -       238.049  (meters)     781.00   (feet)  ADJUSTED  
 PN0245  ___________________________________________________________________
 PN0245  GEOID HEIGHT-         -36.45  (meters)                     GEOID03
 PN0245  DYNAMIC HT  -         238.006 (meters)     780.86  (feet)  COMP
 PN0245  MODELED GRAV-     980,434.3   (mgal)                       NAVD 88
 PN0245
 PN0245  VERT ORDER  -  SECOND    CLASS 0
 PN0245
 PN0245.The horizontal coordinates were scaled from a topographic map and have
 PN0245.an estimated accuracy of +/- 6 seconds.
 PN0245
 PN0245.The orthometric height was determined by differential leveling
 PN0245.and adjusted by the National Geodetic Survey in June 1991..
 PN0245
 PN0245.The geoid height was determined by GEOID03.
 PN0245
 PN0245.The dynamic height is computed by dividing the NAVD 88
 PN0245.geopotential number by the normal gravity value computed on the
 PN0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0245.degrees latitude (g = 980.6199 gals.).
 PN0245
 PN0245.The modeled gravity was interpolated from observed gravity values.
 PN0245
 PN0245;                    North         East    Units  Estimated Accuracy
 PN0245;SPC WI C     -    51,480.      693,250.      MT  (+/- 180 meters Scaled)
 PN0245
 PN0245                          SUPERSEDED SURVEY CONTROL
 PN0245
 PN0245  NGVD 29 (??/??/92)  238.070  (m)          781.07   (f) ADJ UNCH    2 0
 PN0245
 PN0245.Superseded values are not recommended for survey control.
 PN0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0245.See file dsdata.txt to determine how the superseded data were derived.
 PN0245
 PN0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ538057(NAD 83)
 PN0245_MARKER: DB = BENCH MARK DISK
 PN0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0245_STAMPING: E 93 1934
 PN0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0245+STABILITY: SURFACE MOTION
 PN0245
 PN0245  HISTORY     - Date     Condition        Report By
 PN0245  HISTORY     - 1934     MONUMENTED       CGS
 PN0245  HISTORY     - 1968     GOOD             USGS
 PN0245
 PN0245                          STATION DESCRIPTION
 PN0245
 PN0245'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 PN0245'AT FREMONT STATION.
 PN0245'AT FREMONT STATION ON THE MINNEAPOLIS, ST. PAUL AND SAULT STE
 PN0245'MARIE RR, NEAR THE CENTER OF SEC. 17, T.21 N., R 14 E., 56 FT
 PN0245'N., 7 FT W. AND 0.5 FT HIGHER THAN A PVT. RD X-ING, 3.0 FT S.
 PN0245'OF A FE, IN CONC. POST, STD. TABLET, STAMPED E 93 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0130 ***********************************************************************
 OM0130  DESIGNATION -  E 94
 OM0130  PID         -  OM0130
 OM0130  STATE/COUNTY-  WI/WINNEBAGO
 OM0130  USGS QUAD   -  PICKETT (1980)
 OM0130
 OM0130                         *CURRENT SURVEY CONTROL
 OM0130  ___________________________________________________________________
 OM0130* NAD 83(1986)-  43 56 05.     (N)    088 42 13.     (W)     SCALED    
 OM0130* NAVD 88     -       266.794  (meters)     875.31   (feet)  ADJUSTED  
 OM0130  ___________________________________________________________________
 OM0130  GEOID HEIGHT-         -36.14  (meters)                     GEOID03
 OM0130  DYNAMIC HT  -         266.738 (meters)     875.12  (feet)  COMP
 OM0130  MODELED GRAV-     980,405.1   (mgal)                       NAVD 88
 OM0130
 OM0130  VERT ORDER  -  SECOND    CLASS 0
 OM0130
 OM0130.The horizontal coordinates were scaled from a topographic map and have
 OM0130.an estimated accuracy of +/- 6 seconds.
 OM0130
 OM0130.The orthometric height was determined by differential leveling
 OM0130.and adjusted by the National Geodetic Survey in June 1991..
 OM0130
 OM0130.The geoid height was determined by GEOID03.
 OM0130
 OM0130.The dynamic height is computed by dividing the NAVD 88
 OM0130.geopotential number by the normal gravity value computed on the
 OM0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0130.degrees latitude (g = 980.6199 gals.).
 OM0130
 OM0130.The modeled gravity was interpolated from observed gravity values.
 OM0130
 OM0130;                    North         East    Units  Estimated Accuracy
 OM0130;SPC WI S     -   215,740.      704,090.      MT  (+/- 180 meters Scaled)
 OM0130
 OM0130                          SUPERSEDED SURVEY CONTROL
 OM0130
 OM0130  NGVD 29 (??/??/92)  266.813  (m)          875.37   (f) ADJ UNCH    2 0
 OM0130
 OM0130.Superseded values are not recommended for survey control.
 OM0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0130.See file dsdata.txt to determine how the superseded data were derived.
 OM0130
 OM0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP632660(NAD 83)
 OM0130_MARKER: DB = BENCH MARK DISK
 OM0130_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OM0130_SP_SET: CULVERT
 OM0130_STAMPING: E 94 1934
 OM0130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0130
 OM0130  HISTORY     - Date     Condition        Report By
 OM0130  HISTORY     - 1934     MONUMENTED       CGS
 OM0130  HISTORY     - 1958     GOOD             NGS
 OM0130  HISTORY     - 20040104 MARK NOT FOUND   USPSQD
 OM0130
 OM0130                          STATION DESCRIPTION
 OM0130
 OM0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OM0130'1.8 MI SW FROM FISK.
 OM0130'1.8 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OM0130'PACIFIC RAILROAD FROM THE STATION AT FISK, WINNEBAGO COUNTY,
 OM0130'AT MILEPOST 178, OPPOSITE CULVERT D 150, 50 FEET SOUTHEAST OF
 OM0130'THE TRACK, AT A HIGHWAY CULVERT, AND IN THE CENTER OF THE
 OM0130'NORTHWEST HEADWALL.  A STANDARD HYDROGRAPHIC-STATION DISK, STAMPED
 OM0130'E 94 1934.  NOTE-- IT WAS REPORTED IN FEBRUARY 1958 THAT WINNEBAGO
 OM0130'COUNTY INTENDS TO WIDEN THIS BRIDGE IN THE NEAR FUTURE, AND
 OM0130'THE MARK MAYBE DESTROYED.
 OM0130
 OM0130                          STATION RECOVERY (2004)
 OM0130
 OM0130'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 OM0130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0131 ***********************************************************************
 OM0131  DESIGNATION -  E 94 RESET 1958
 OM0131  PID         -  OM0131
 OM0131  STATE/COUNTY-  WI/WINNEBAGO
 OM0131  USGS QUAD   -  PICKETT (1980)
 OM0131
 OM0131                         *CURRENT SURVEY CONTROL
 OM0131  ___________________________________________________________________
 OM0131* NAD 83(1986)-  43 56 05.     (N)    088 42 13.     (W)     SCALED    
 OM0131* NAVD 88     -       265.49   (+/-2cm)     871.0    (feet)  VERTCON   
 OM0131  ___________________________________________________________________
 OM0131  GEOID HEIGHT-         -36.14  (meters)                     GEOID03
 OM0131
 OM0131  VERT ORDER  -  THIRD (See Below)
 OM0131
 OM0131.The horizontal coordinates were scaled from a topographic map and have
 OM0131.an estimated accuracy of +/- 6 seconds.
 OM0131
 OM0131.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0131.The vertical order pertains to the NGVD 29 superseded value.
 OM0131
 OM0131.The geoid height was determined by GEOID03.
 OM0131
 OM0131;                    North         East    Units  Estimated Accuracy
 OM0131;SPC WI S     -   215,740.      704,090.      MT  (+/- 180 meters Scaled)
 OM0131
 OM0131                          SUPERSEDED SURVEY CONTROL
 OM0131
 OM0131  NGVD 29 (09/01/04)  265.51   (m)          871.1    (f) RESET       3  
 OM0131
 OM0131.Superseded values are not recommended for survey control.
 OM0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0131.See file dsdata.txt to determine how the superseded data were derived.
 OM0131
 OM0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP632660(NAD 83)
 OM0131_MARKER: DB = BENCH MARK DISK
 OM0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0131_STAMPING: E 94 RESET 1958
 OM0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0131+STABILITY: SURFACE MOTION
 OM0131
 OM0131  HISTORY     - Date     Condition        Report By
 OM0131  HISTORY     - 1958     MONUMENTED       WIHD
 OM0131  HISTORY     - 20040104 MARK NOT FOUND   USPSQD
 OM0131
 OM0131                          STATION DESCRIPTION
 OM0131
 OM0131'DESCRIBED BY WI HIGHWAY DEPT 1958
 OM0131'1.8 MI SW FROM FISK.
 OM0131'1.8 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OM0131'PACIFIC RAILROAD FROM THE STATION AT FISK, 310 FEET SOUTHWEST OF
 OM0131'CULVERT D-150, 22.5 FEET SOUTHEAST OF THE EAST RAIL, 23 FEET
 OM0131'SOUTH OF A FARM ENTRANCE, AND SET IN THE TOP OF A CONCRETE POST.
 OM0131
 OM0131                          STATION RECOVERY (2004)
 OM0131
 OM0131'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 OM0131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0309 ***********************************************************************
 OM0309  DESIGNATION -  E 95
 OM0309  PID         -  OM0309
 OM0309  STATE/COUNTY-  WI/MARQUETTE
 OM0309  USGS QUAD   -  MONTELLO (1984)
 OM0309
 OM0309                         *CURRENT SURVEY CONTROL
 OM0309  ___________________________________________________________________
 OM0309* NAD 83(1986)-  43 47 35.     (N)    089 19 36.     (W)     SCALED    
 OM0309* NAVD 88     -       238.267  (meters)     781.71   (feet)  ADJUSTED  
 OM0309  ___________________________________________________________________
 OM0309  GEOID HEIGHT-         -35.97  (meters)                     GEOID03
 OM0309  DYNAMIC HT  -         238.211 (meters)     781.53  (feet)  COMP
 OM0309  MODELED GRAV-     980,377.7   (mgal)                       NAVD 88
 OM0309
 OM0309  VERT ORDER  -  SECOND    CLASS 0
 OM0309
 OM0309.The horizontal coordinates were scaled from a topographic map and have
 OM0309.an estimated accuracy of +/- 6 seconds.
 OM0309
 OM0309.The orthometric height was determined by differential leveling
 OM0309.and adjusted by the National Geodetic Survey in June 1991..
 OM0309
 OM0309.The geoid height was determined by GEOID03.
 OM0309
 OM0309.The dynamic height is computed by dividing the NAVD 88
 OM0309.geopotential number by the normal gravity value computed on the
 OM0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0309.degrees latitude (g = 980.6199 gals.).
 OM0309
 OM0309.The modeled gravity was interpolated from observed gravity values.
 OM0309
 OM0309;                    North         East    Units  Estimated Accuracy
 OM0309;SPC WI S     -   199,410.      654,190.      MT  (+/- 180 meters Scaled)
 OM0309
 OM0309                          SUPERSEDED SURVEY CONTROL
 OM0309
 OM0309  NGVD 29 (??/??/92)  238.297  (m)          781.81   (f) ADJ UNCH    2 0
 OM0309
 OM0309.Superseded values are not recommended for survey control.
 OM0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0309.See file dsdata.txt to determine how the superseded data were derived.
 OM0309
 OM0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP128515(NAD 83)
 OM0309_MARKER: DB = BENCH MARK DISK
 OM0309_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OM0309_SP_SET: STEP
 OM0309_STAMPING: E 95 1934
 OM0309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0309_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0309+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2003
 OM0309
 OM0309  HISTORY     - Date     Condition        Report By
 OM0309  HISTORY     - 1934     MONUMENTED       CGS
 OM0309  HISTORY     - 19990918 MARK NOT FOUND   USPSQD
 OM0309  HISTORY     - 20030514 MARK NOT FOUND   WIDT
 OM0309  HISTORY     - 20031005 GOOD             NGS
 OM0309
 OM0309                          STATION DESCRIPTION
 OM0309
 OM0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0309'AT MONTELLO.
 OM0309'AT MONTELLO, MARQUETTE COUNTY, AT THE STATE BANK, IN THE WALL
 OM0309'AT THE SOUTH SIDE OF THE FRONT ENTRANCE, AND ABOUT 6 INCHES
 OM0309'ABOVE THE TOP STEP.  A STANDARD DISK, STAMPED E 95 1934 AND
 OM0309'SET VERTICALLY.
 OM0309
 OM0309                          STATION RECOVERY (1999)
 OM0309
 OM0309'RECOVERY NOTE BY US POWER SQUADRON 1999
 OM0309'MARK NOT FOUND.
 OM0309
 OM0309                          STATION RECOVERY (2003)
 OM0309
 OM0309'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 OM0309'MARK NOT FOUND.
 OM0309
 OM0309                          STATION RECOVERY (2003)
 OM0309
 OM0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 OM0309'STATION IS AT SW CORNER OF MONTELLO AND MAIN STS. (WI ROUTES 22 AND
 OM0309'23) SET VERTICALLY IN THE FACE OF W.H. MURPHY BLDG (BRICK, BUILT IN
 OM0309'1899) AT NE-FACING ENTRY WALL, 0.5 FT ABOVE TOP STEP AND SE OF
 OM0309'DOORWAY.
 OM0309'GRAVITY BASE STATION MONTELLO = WI 22 IS ON THIRD STEP, 1.3 FT BELOW
 OM0309'BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0513 ***********************************************************************
 OM0513  DESIGNATION -  E 96
 OM0513  PID         -  OM0513
 OM0513  STATE/COUNTY-  WI/ADAMS
 OM0513  USGS QUAD   -  DELLWOOD (1983)
 OM0513
 OM0513                         *CURRENT SURVEY CONTROL
 OM0513  ___________________________________________________________________
 OM0513* NAD 83(1986)-  43 58 26.     (N)    089 53 12.     (W)     SCALED    
 OM0513* NAVD 88     -       280.454  (meters)     920.12   (feet)  ADJUSTED  
 OM0513  ___________________________________________________________________
 OM0513  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 OM0513  DYNAMIC HT  -         280.395 (meters)     919.93  (feet)  COMP
 OM0513  MODELED GRAV-     980,401.1   (mgal)                       NAVD 88
 OM0513
 OM0513  VERT ORDER  -  SECOND    CLASS 0
 OM0513
 OM0513.The horizontal coordinates were scaled from a topographic map and have
 OM0513.an estimated accuracy of +/- 6 seconds.
 OM0513
 OM0513.The orthometric height was determined by differential leveling
 OM0513.and adjusted by the National Geodetic Survey in June 1991..
 OM0513
 OM0513.The geoid height was determined by GEOID03.
 OM0513
 OM0513.The dynamic height is computed by dividing the NAVD 88
 OM0513.geopotential number by the normal gravity value computed on the
 OM0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0513.degrees latitude (g = 980.6199 gals.).
 OM0513
 OM0513.The modeled gravity was interpolated from observed gravity values.
 OM0513
 OM0513;                    North         East    Units  Estimated Accuracy
 OM0513;SPC WI S     -   219,290.      609,090.      MT  (+/- 180 meters Scaled)
 OM0513
 OM0513                          SUPERSEDED SURVEY CONTROL
 OM0513
 OM0513  NGVD 29 (??/??/92)  280.469  (m)          920.17   (f) ADJ UNCH    2 0
 OM0513
 OM0513.Superseded values are not recommended for survey control.
 OM0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0513.See file dsdata.txt to determine how the superseded data were derived.
 OM0513
 OM0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP684730(NAD 83)
 OM0513_MARKER: DB = BENCH MARK DISK
 OM0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0513_STAMPING: E 96 1934
 OM0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0513+STABILITY: SURFACE MOTION
 OM0513
 OM0513  HISTORY     - Date     Condition        Report By
 OM0513  HISTORY     - 1934     MONUMENTED       CGS
 OM0513  HISTORY     - 1943     GOOD             NGS
 OM0513  HISTORY     - 1960     POOR             USGS
 OM0513  HISTORY     - 1983     MARK NOT FOUND   USGS
 OM0513  HISTORY     - 20001010 MARK NOT FOUND   WIDT
 OM0513
 OM0513                          STATION DESCRIPTION
 OM0513
 OM0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OM0513'4.2 MI NW FROM ADAMS.
 OM0513'4.2 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OM0513'FROM THE ADAMS-FRIENDSHIP HIGH SCHOOL AT ADAMS, ADAMS COUNTY, 21
 OM0513'POLES NORTHWEST OF MILEPOST 128, AT MILEAGE 128.34, AT THE
 OM0513'CROSSING OF COUNTY HIGHWAY J, 45.7 FEET NORTH OF THE CENTERLINE
 OM0513'OF THE MAIN TRACK, 18 FEET EAST OF THE CENTERLINE OF THE ROAD,
 OM0513'1 FOOT SOUTH OF A FENCE, AND ABOUT 2 FEET HIGHER THAN THE TRACK.
 OM0513'A STANDARD DISK, STAMPED E 96 1934 AND SET IN THE TOP OF A
 OM0513'CONCRETE POST.  NOTE-- MARK IS LEANING.
 OM0513
 OM0513                          STATION RECOVERY (1960)
 OM0513
 OM0513'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 OM0513'MARK RECOVERED IN POOR CONDITION.
 OM0513
 OM0513                          STATION RECOVERY (1983)
 OM0513
 OM0513'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 OM0513'MARK NOT FOUND.
 OM0513
 OM0513                          STATION RECOVERY (2000)
 OM0513
 OM0513'RECOVERY NOTE BY WI DEPT OF TRANSP 2000 (DJH)
 OM0513'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0418 ***********************************************************************
 PN0418  DESIGNATION -  E 97
 PN0418  PID         -  PN0418
 PN0418  STATE/COUNTY-  WI/WAUSHARA
 PN0418  USGS QUAD   -  WAUTOMA NE (1983)
 PN0418
 PN0418                         *CURRENT SURVEY CONTROL
 PN0418  ___________________________________________________________________
 PN0418* NAD 83(1986)-  44 10 22.     (N)    089 15 07.     (W)     SCALED    
 PN0418* NAVD 88     -       290.822  (meters)     954.14   (feet)  ADJUSTED  
 PN0418  ___________________________________________________________________
 PN0418  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 PN0418  DYNAMIC HT  -         290.763 (meters)     953.94  (feet)  COMP
 PN0418  MODELED GRAV-     980,406.6   (mgal)                       NAVD 88
 PN0418
 PN0418  VERT ORDER  -  SECOND    CLASS 0
 PN0418
 PN0418.The horizontal coordinates were scaled from a topographic map and have
 PN0418.an estimated accuracy of +/- 6 seconds.
 PN0418
 PN0418.The orthometric height was determined by differential leveling
 PN0418.and adjusted by the National Geodetic Survey in June 1991..
 PN0418
 PN0418.The geoid height was determined by GEOID03.
 PN0418
 PN0418.The dynamic height is computed by dividing the NAVD 88
 PN0418.geopotential number by the normal gravity value computed on the
 PN0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0418.degrees latitude (g = 980.6199 gals.).
 PN0418
 PN0418.The modeled gravity was interpolated from observed gravity values.
 PN0418
 PN0418;                    North         East    Units  Estimated Accuracy
 PN0418;SPC WI S     -   241,650.      659,830.      MT  (+/- 180 meters Scaled)
 PN0418
 PN0418                          SUPERSEDED SURVEY CONTROL
 PN0418
 PN0418  NGVD 29 (??/??/92)  290.842  (m)          954.20   (f) ADJ UNCH    2 0
 PN0418
 PN0418.Superseded values are not recommended for survey control.
 PN0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0418.See file dsdata.txt to determine how the superseded data were derived.
 PN0418
 PN0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP199935(NAD 83)
 PN0418_MARKER: DB = BENCH MARK DISK
 PN0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0418_STAMPING: E-97 1934
 PN0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0418+STABILITY: SURFACE MOTION
 PN0418_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0418+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2002
 PN0418
 PN0418  HISTORY     - Date     Condition        Report By
 PN0418  HISTORY     - 1934     MONUMENTED       CGS
 PN0418  HISTORY     - 20020927 GOOD             GEOCAC
 PN0418  HISTORY     - 20040102 MARK NOT FOUND   USPSQD
 PN0418
 PN0418                          STATION DESCRIPTION
 PN0418
 PN0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0418'AT WILD ROSE.
 PN0418'AT WILD ROSE ALONG THE CHICAGO AND NORTHWESTERN RAILROAD, SET IN
 PN0418'POST, 50 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF DEPOT.  18
 PN0418'FEET WEST OF CENTERLINE OF THE TRACKS, 4 FEET NORTH OF POLE AND
 PN0418'ABOUT 2 FEET ABOVE TRACK LEVEL ON EDGE OF CUT.
 PN0418
 PN0418                          STATION RECOVERY (2002)
 PN0418
 PN0418'RECOVERY NOTE BY GEOCACHING 2002 (RFC)
 PN0418'RECOVERED IN GOOD CONDITION.
 PN0418
 PN0418                          STATION RECOVERY (2004)
 PN0418
 PN0418'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0418'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0526 ***********************************************************************
 PN0526  DESIGNATION -  E 99
 PN0526  PID         -  PN0526
 PN0526  STATE/COUNTY-  WI/WAUSHARA
 PN0526  USGS QUAD   -  HANCOCK (1984)
 PN0526
 PN0526                         *CURRENT SURVEY CONTROL
 PN0526  ___________________________________________________________________
 PN0526* NAD 83(1986)-  44 08 04.     (N)    089 31 22.     (W)     SCALED    
 PN0526* NAVD 88     -       332.778  (meters)    1091.79   (feet)  ADJUSTED  
 PN0526  ___________________________________________________________________
 PN0526  GEOID HEIGHT-         -35.92  (meters)                     GEOID03
 PN0526  DYNAMIC HT  -         332.703 (meters)    1091.54  (feet)  COMP
 PN0526  MODELED GRAV-     980,385.1   (mgal)                       NAVD 88
 PN0526
 PN0526  VERT ORDER  -  SECOND    CLASS 0
 PN0526
 PN0526.The horizontal coordinates were scaled from a topographic map and have
 PN0526.an estimated accuracy of +/- 6 seconds.
 PN0526
 PN0526.The orthometric height was determined by differential leveling
 PN0526.and adjusted by the National Geodetic Survey in June 1991..
 PN0526
 PN0526.The geoid height was determined by GEOID03.
 PN0526
 PN0526.The dynamic height is computed by dividing the NAVD 88
 PN0526.geopotential number by the normal gravity value computed on the
 PN0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0526.degrees latitude (g = 980.6199 gals.).
 PN0526
 PN0526.The modeled gravity was interpolated from observed gravity values.
 PN0526
 PN0526;                    North         East    Units  Estimated Accuracy
 PN0526;SPC WI S     -   237,240.      638,190.      MT  (+/- 180 meters Scaled)
 PN0526
 PN0526                          SUPERSEDED SURVEY CONTROL
 PN0526
 PN0526  NGVD 29 (??/??/92)  332.791  (m)         1091.83   (f) ADJ UNCH    2 0
 PN0526
 PN0526.Superseded values are not recommended for survey control.
 PN0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0526.See file dsdata.txt to determine how the superseded data were derived.
 PN0526
 PN0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP981899(NAD 83)
 PN0526_MARKER: DB = BENCH MARK DISK
 PN0526_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PN0526_SP_SET: BRICK BUILDING
 PN0526_STAMPING: E 99 1934
 PN0526_MARK LOGO: CGS   
 PN0526_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0526+STABILITY: SURFACE MOTION
 PN0526_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0526+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2004
 PN0526
 PN0526  HISTORY     - Date     Condition        Report By
 PN0526  HISTORY     - 1934     MONUMENTED       CGS
 PN0526  HISTORY     - 1941     GOOD             NGS
 PN0526  HISTORY     - 20030519 GOOD             USPSQD
 PN0526  HISTORY     - 20040619 GOOD             WIDT
 PN0526
 PN0526                          STATION DESCRIPTION
 PN0526
 PN0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0526'AT HANCOCK.
 PN0526'AT THE VILLAGE HALL.  SET VERTICALLY, 3 1/2 FEET HIGH ON THE
 PN0526'NORTH SIDE OF THE ENTRANCE.
 PN0526
 PN0526                          STATION RECOVERY (1941)
 PN0526
 PN0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 PN0526'RECOVERED IN GOOD CONDITION.
 PN0526
 PN0526                          STATION RECOVERY (2003)
 PN0526
 PN0526'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0526'RECOVERED IN GOOD CONDITION. NOTE-- THE OLD VILLAGE HALL IS NOW
 PN0526'OCCUPIED BY THE HANCOCK PUBLIC LIBRARY.  IT IS A RED BRICK BUILDING
 PN0526'WITH A LARGE ARCHED WINDOW AND 2 CIRCULAR WINDOWS ON THE WEST WALL
 PN0526'LOCATED ABOUT 1/2 BLOCK SOUTH OF CTH V (NORTH LAKE ST.) ON THE EAST
 PN0526'SIDE OF SOUTH MAIN ST.  IT IS ON THE WEST WALL, 3 FEET NORTH OF THE
 PN0526'SOUTH WALL, AND UNDER THE SOUTHERN-MOST CIRCULAR WINDOW.
 PN0526
 PN0526                          STATION RECOVERY (2004)
 PN0526
 PN0526'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (PJH)
 PN0526'OWNERSHIP--VILLAGE OF HANCOCK.  THE STATION IS LOCATED IN THE
 PN0526'SOUTHEAST QUADRANT OF THE JUNCTION OF COUNTY HIGHWAY V (NORTH LAKE
 PN0526'STREET) WITH MAIN STREET IN THE VILLAGE OF HANCOCK AT THE HANCOCK
 PN0526'PUBLIC LIBRARY.  THE STATION IS A BRONZE US COAST AND GEODETIC SURVEY
 PN0526'BENCH MARK DISK SET IN THE SOUTH END OF THE WEST FACE OF A BRICK
 PN0526'BUILDING ABOUT 1.5 M (4.9 FT) ABOVE THE SIDEWALK PAVEMENT.
 PN0526'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO IT
 PN0526'BEING SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1034 ***********************************************************************
 OM1034  DESIGNATION -  E BRISTOL ST JOSEPHS CATH CH
 OM1034  PID         -  OM1034
 OM1034  STATE/COUNTY-  WI/DANE
 OM1034  USGS QUAD   -  NORTH BRISTOL (1980)
 OM1034
 OM1034                         *CURRENT SURVEY CONTROL
 OM1034  ___________________________________________________________________
 OM1034* NAD 83(1991)-  43 16 03.43437(N)    089 09 12.86114(W)     ADJUSTED  
 OM1034* NAVD 88     -                                                        
 OM1034  ___________________________________________________________________
 OM1034  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 OM1034  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 OM1034
 OM1034  HORZ ORDER  -  THIRD
 OM1034
 OM1034.The horizontal coordinates were established by classical geodetic methods
 OM1034.and adjusted by the National Geodetic Survey in November 1991..
 OM1034
 OM1034
 OM1034.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1034
 OM1034.The geoid height was determined by GEOID03.
 OM1034
 OM1034;                    North         East     Units Scale Factor Converg.
 OM1034;SPC WI S     -   141,169.012   668,712.588   MT  0.99993525   +0 34 53.7
 OM1034;SPC WI S     -   463,152.00  2,193,934.55   sFT  0.99993525   +0 34 53.7
 OM1034;UTM  16      - 4,792,786.143   325,227.038   MT  0.99997576   -1 28 35.2
 OM1034
 OM1034                          SUPERSEDED SURVEY CONTROL
 OM1034
 OM1034  NAD 83(1986)-  43 16 03.42590(N)    089 09 12.86676(W) AD(       ) 4
 OM1034  NAD 27      -  43 16 03.45600(N)    089 09 12.46300(W) AD(       ) 3
 OM1034
 OM1034.Superseded values are not recommended for survey control.
 OM1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1034.See file dsdata.txt to determine how the superseded data were derived.
 OM1034
 OM1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2522792786(NAD 83)
 OM1034_MARKER: 90 = CHURCH SPIRE
 OM1034
 OM1034  HISTORY     - Date     Condition        Report By
 OM1034  HISTORY     - 1958     FIRST OBSERVED   CGS
 OM1034  HISTORY     - 19970208 GOOD             USPSQD
 OM1034  HISTORY     - 20021227 GOOD             USPSQD
 OM1034
 OM1034                          STATION DESCRIPTION
 OM1034
 OM1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1034'THE STATION IS THE CENTER OF THE SPIRE ATOP THE CHURCH LOCATED
 OM1034'AT THE WESTERN EDGE OF THE VILLAGE OF EAST BRISTOL.  THE
 OM1034'SPIRE HAS A GREY ROOF AND THE OVERALL HEIGHT IS APPROXIMATELY
 OM1034'100 FEET.
 OM1034
 OM1034                          STATION RECOVERY (1997)
 OM1034
 OM1034'RECOVERY NOTE BY US POWER SQUADRON 1997
 OM1034'RECOVERED IN GOOD CONDITION.
 OM1034
 OM1034                          STATION RECOVERY (2002)
 OM1034
 OM1034'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM1034'RECOVERED IN GOOD CONDITION.  THE SPIRE NOW HAS GREEN SHINGLES WITH A
 OM1034'WHITE CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC9044 ***********************************************************************
 AC9044  DESIGNATION -  E FARMINGTON
 AC9044  PID         -  AC9044
 AC9044  STATE/COUNTY-  WI/ST CROIX
 AC9044  USGS QUAD   -  SOMERSET NORTH (1974)
 AC9044
 AC9044                         *CURRENT SURVEY CONTROL
 AC9044  ___________________________________________________________________
 AC9044* NAD 83(1997)-  45 11 44.12622(N)    092 40 50.79315(W)     ADJUSTED  
 AC9044* NAVD 88     -       287.1    (meters)     942.     (feet)  GPS OBS   
 AC9044  ___________________________________________________________________
 AC9044  X           -    -210,582.007 (meters)                     COMP
 AC9044  Y           -  -4,497,449.674 (meters)                     COMP
 AC9044  Z           -   4,502,876.032 (meters)                     COMP
 AC9044  LAPLACE CORR-         -12.68  (seconds)                    DEFLEC99
 AC9044  ELLIP HEIGHT-         258.93  (meters)          (09/30/02) GPS OBS
 AC9044  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 AC9044
 AC9044  HORZ ORDER  -  FIRST
 AC9044  ELLP ORDER  -  SECOND    CLASS I
 AC9044
 AC9044.The horizontal coordinates were established by GPS observations
 AC9044.and adjusted by the National Geodetic Survey in September 2002..
 AC9044
 AC9044.The orthometric height was determined by GPS observations and a
 AC9044.high-resolution geoid model.
 AC9044
 AC9044.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9044
 AC9044.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9044
 AC9044.The ellipsoidal height was determined by GPS observations
 AC9044.and is referenced to NAD 83.
 AC9044
 AC9044.The geoid height was determined by GEOID03.
 AC9044
 AC9044;                    North         East     Units Scale Factor Converg.
 AC9044;SPC WI C     -   154,851.313   389,397.158   MT  0.99995622   -1 53 29.4
 AC9044;SPC WI C     -   508,041.35  1,277,547.18   sFT  0.99995622   -1 53 29.4
 AC9044;UTM  15      - 5,004,727.972   525,073.997   MT  0.99960773   +0 13 35.4
 AC9044
 AC9044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9044!SPC WI C     -   0.99995941  x   0.99995622  =   0.99991563
 AC9044!UTM  15      -   0.99995941  x   0.99960773  =   0.99956715
 AC9044
 AC9044                          SUPERSEDED SURVEY CONTROL
 AC9044
 AC9044  NAD 83(1991)-  45 11 44.12560(N)    092 40 50.79078(W) AD(       ) 1
 AC9044  ELLIP H (06/10/97)  258.96   (m)                       GP(       ) 2 1
 AC9044
 AC9044.Superseded values are not recommended for survey control.
 AC9044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9044.See file dsdata.txt to determine how the superseded data were derived.
 AC9044
 AC9044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2507404728(NAD 83)
 AC9044_MARKER: DD = SURVEY DISK
 AC9044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9044_STAMPING: E FARMINGTON
 AC9044_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC9044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9044+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2005
 AC9044
 AC9044  HISTORY     - Date     Condition        Report By
 AC9044  HISTORY     - 1994     MONUMENTED       WI-095
 AC9044  HISTORY     - 20051118 GOOD             WIDT
 AC9044
 AC9044                          STATION DESCRIPTION
 AC9044
 AC9044'DESCRIBED BY POLK COUNTY WISCONSIN 1994
 AC9044'STATION IS LOCATED IN THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER
 AC9044'OF SECTION 11, T.31N., R.19W., 4TH PRINCIPAL MERIDIAN.  STATION IS AT
 AC9044'THE INTERSECTION OF STATE HIGHWAY 35 AND ST. CROIX COUNTY TRUNK
 AC9044'HIGHWAY H.  STATION IS 63 FEET (19.2 M) WEST OF THE CENTERLINE OF
 AC9044'STATE HIGHWAY 35 AND 45 FEET (13.7 M) SOUTH OF THE CENTERLINE OF
 AC9044'COUNTY TRUNK HIGHWAY H.THE STATION IS USED AS A HORIZONTAL CONTROL
 AC9044'STATION FOR ST. CROIX AND POLK COUNTY GPS NETWORKS.
 AC9044
 AC9044                          STATION RECOVERY (2005)
 AC9044
 AC9044'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AC9044'RECOVERED IN GOOD CONDITION.  THE STATION IS LOCATED IN THE SOUTHWEST
 AC9044'QUADRANT OF THE JUNCTION OF STATE HIGHWAY 35 WITH COUNTY HIGHWAY H TO
 AC9044'THE EAST AND 230TH AVENUE TO THE WEST ABOUT 5 MILES NORTH OF THE
 AC9044'VILLAGE OF SOMERSET.  THE STATION IS A BRONZE ST CROIX COUNTY GEODETIC
 AC9044'CONTROL MARK DISK SET IN THE TOP OF A 30-CM DIAMETER CONCRETE POST
 AC9044'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 AC9044'THE STATION IS 19.6 M WEST OF THE CENTERLINE OF STATE HIGHWAY 35, 32.7
 AC9044'M NORTH OF A TELEPHONE PEDESTAL, 20 M EAST OF THE CENTER OF A FIELD
 AC9044'ENTRANCE, 14.2 M SOUTH OF THE CENTERLINE OF 230TH AVENUE, 5.9 M NORTH
 AC9044'OF A --WARNING FIBER OPTIC CABLE-- SIGN POST, AND 1.0 M SOUTHEAST AND
 AC9044'1.0 M NORTHEAST OF TWO ORANGE 4X4 PLASTIC GUARD POSTS.
 AC9044'--NOTE-- THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 AC9044'THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0250 ***********************************************************************
 QM0250  DESIGNATION -  EAGLE
 QM0250  PID         -  QM0250
 QM0250  STATE/COUNTY-  WI/VILAS
 QM0250  USGS QUAD   -  EAGLE RIVER EAST (1970)
 QM0250
 QM0250                         *CURRENT SURVEY CONTROL
 QM0250  ___________________________________________________________________
 QM0250* NAD 83(1991)-  45 55 00.85623(N)    089 14 38.60353(W)     ADJUSTED  
 QM0250* NAVD 88     -       501.923  (meters)    1646.73   (feet)  ADJUSTED  
 QM0250  ___________________________________________________________________
 QM0250  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 QM0250  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 QM0250  DYNAMIC HT  -         501.903 (meters)    1646.66  (feet)  COMP
 QM0250  MODELED GRAV-     980,559.6   (mgal)                       NAVD 88
 QM0250
 QM0250  HORZ ORDER  -  FIRST
 QM0250  VERT ORDER  -  SECOND    CLASS 0
 QM0250
 QM0250.The horizontal coordinates were established by classical geodetic methods
 QM0250.and adjusted by the National Geodetic Survey in November 1991..
 QM0250
 QM0250.The orthometric height was determined by differential leveling
 QM0250.and adjusted by the National Geodetic Survey in June 1991..
 QM0250
 QM0250.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0250
 QM0250.The geoid height was determined by GEOID03.
 QM0250
 QM0250.The dynamic height is computed by dividing the NAVD 88
 QM0250.geopotential number by the normal gravity value computed on the
 QM0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0250.degrees latitude (g = 980.6199 gals.).
 QM0250
 QM0250.The modeled gravity was interpolated from observed gravity values.
 QM0250
 QM0250;                    North         East     Units Scale Factor Converg.
 QM0250;SPC WI N     -    83,663.246   658,641.940   MT  0.99995488   +0 32 43.1
 QM0250;SPC WI N     -   274,485.17  2,160,894.43   sFT  0.99995488   +0 32 43.1
 QM0250;UTM  16      - 5,087,263.680   325,978.944   MT  0.99997230   -1 36 44.6
 QM0250
 QM0250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0250!SPC WI N     -   0.99992630  x   0.99995488  =   0.99988119
 QM0250!UTM  16      -   0.99992630  x   0.99997230  =   0.99989860
 QM0250
 QM0250:                Primary Azimuth Mark                     Grid Az
 QM0250:SPC WI N     -  EAGLE AZ MK                              119 59 17.7
 QM0250:UTM  16      -  EAGLE AZ MK                              122 08 45.4
 QM0250
 QM0250|---------------------------------------------------------------------|
 QM0250| PID    Reference Object                     Distance      Geod. Az  |
 QM0250|                                                           dddmmss.s |
 QM0250| CJ4881 EAGLE AZ MK                                        1203200.8 |
 QM0250| QM0251 EAGLE RM 1                           36.024 METERS 16841     |
 QM0250| QM0664 EAGLE RIVER MUNICIPAL TANK           43.315 METERS 22239     |
 QM0250| QM0252 EAGLE RM 2                           43.321 METERS 23305     |
 QM0250|---------------------------------------------------------------------|
 QM0250
 QM0250                          SUPERSEDED SURVEY CONTROL
 QM0250
 QM0250  NAD 83(1986)-  45 55 00.85154(N)    089 14 38.60002(W) AD(       ) 1
 QM0250  NAD 27      -  45 55 01.01700(N)    089 14 38.12500(W) AD(       ) 1
 QM0250  NGVD 29 (??/??/92)  501.914  (m)         1646.70   (f) ADJ UNCH    2 0
 QM0250
 QM0250.Superseded values are not recommended for survey control.
 QM0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0250.See file dsdata.txt to determine how the superseded data were derived.
 QM0250
 QM0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR2597987264(NAD 83)
 QM0250_MARKER: DS = TRIANGULATION STATION DISK
 QM0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0250_STAMPING: EAGLE 1940
 QM0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0250+STABILITY: SURFACE MOTION
 QM0250
 QM0250  HISTORY     - Date     Condition        Report By
 QM0250  HISTORY     - 1940     MONUMENTED       CGS
 QM0250  HISTORY     - 1948     GOOD             NGS
 QM0250  HISTORY     - 1952     GOOD             CGS
 QM0250  HISTORY     - 19950725 MARK NOT FOUND   USPSQD
 QM0250  HISTORY     - 20010619 MARK NOT FOUND   USPSQD
 QM0250  HISTORY     - 20051003 MARK NOT FOUND   WIDT
 QM0250
 QM0250                          STATION DESCRIPTION
 QM0250
 QM0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 QM0250'STATION EAGLE IS LOCATED IN THE EAST SIDE OF THE CITY OF
 QM0250'EAGLE RIVER, IN THE NORTHEAST CORNER OF THE LOT IN WHICH
 QM0250'THE CITY WATER TANK IS LOCATED.  STATION IS IN THE EDGE
 QM0250'OF BUSHES ON A SMALL KNOLL, 142.13 FEET NORTHEAST OF THE CENTER
 QM0250'OF WATER TANK AND 25 FEET EAST OF A NORTH-AND-SOUTH FENCE
 QM0250'WHICH IS ON THE EAST SIDE OF LOT.  THE MARK PROJECTS 3 INCHES
 QM0250'AND DISK IS STAMPED EAGLE, 1940.
 QM0250'
 QM0250'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QM0250'DISKS.
 QM0250'
 QM0250'REFERENCE MARK NO. 1 IS SOUTH BY EAST OF THE STATION, 4 FEET
 QM0250'WEST OF THE NORTH-AND-SOUTH FENCE REFERRED TO ABOVE, AND
 QM0250'74.2 FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER OF WATER
 QM0250'CONTROL HOUSE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 QM0250'STAMPED EAGLE, NO. 1, 1940.
 QM0250'
 QM0250'REFERENCE MARK NO. 2 IS SOUTHWEST OF STATION, SET IN THE
 QM0250'NORTH CORNER OF THE CONCRETE BASE OF THE NORTHWEST LEG OF
 QM0250'WATER TANK.  THE MARK IS STAMPED EAGLE NO. 2, 1940.
 QM0250'
 QM0250'AZIMUTH MARK IS EAST-SOUTHEAST OF STATION, ON THE NORTH SIDE
 QM0250'OF U.S. HIGHWAY 45, ABOUT 4 FEET EAST OF THE STANLEY NURSERY
 QM0250'PROPERTY LINE, ON PROPERTY OF E.E. MEIHACK, LICENSED MASTER
 QM0250'PLUMBER.  MARK IS ABOUT 45 PACES NORTH OF THE CENTER LINE
 QM0250'OF U.S. HIGHWAY 45, 14 PACES WEST OF THE MEIHACK HOUSE AND
 QM0250'7 PACES SOUTH OF GARAGE.  MARK PROJECTS ABOUT 4 INCHES AND
 QM0250'IS STAMPED EAGLE 1940.
 QM0250'
 QM0250'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 QM0250
 QM0250                          STATION RECOVERY (1948)
 QM0250
 QM0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 QM0250'AT EAGLE RIVER.
 QM0250'AT EAGLE RIVER, IN THE EAST PART OF TOWN, 142.1 FEET NORTHEAST
 QM0250'OF THE CENTER OF THE WATER TANK, 142.5 FEET NORTHEAST OF
 QM0250'RM.M NO. 2, 118 FEET NORTH-NORTHWEST OF R.M. NO. 1, ABOUT 10
 QM0250'YARDS EAST OF THE TOP OF A LITTLE KNOLL, 59 FEET EAST OF THE
 QM0250'CENTER LINE OF A NORTH-SOUTH STREET, 2 FEET EAST OF A WHITE
 QM0250'WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 QM0250'PROJECTING 3 INCHES.
 QM0250
 QM0250                          STATION RECOVERY (1952)
 QM0250
 QM0250'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QM0250'ALL MARKS WERE RECOVERED, FOUND IN GOOD CONDITION AND AS
 QM0250'PREVIOUSLY DESCRIBED.  AS A HOUSE HAS BEEN BUILT 14 FEET
 QM0250'WEST OF THE STATION MARK REFERENCE MARK 1 WAS OCCUPIED AT
 QM0250'THIS TIME.  THE STATION MARK WAS ALSO LOWERED TO GROUND
 QM0250'LEVEL AND STAMPED EAGLE 1940-1952.
 QM0250
 QM0250                          STATION RECOVERY (1995)
 QM0250
 QM0250'RECOVERY NOTE BY US POWER SQUADRON 1995
 QM0250'MARK NOT FOUND.
 QM0250
 QM0250                          STATION RECOVERY (2001)
 QM0250
 QM0250'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 QM0250'MARK NOT FOUND.
 QM0250
 QM0250                          STATION RECOVERY (2005)
 QM0250
 QM0250'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0250'MARK NOT FOUND. ADD-THIS ENTIRE AREA HAS BEEN REGRADED SINCE THE WATER
 QM0250'TOWER WAS TORN DOWN, AND HOUSES HAVE BEEN REBUILT IN THE AREA, NO
 QM0250'EVIDENCE OF THE STATION WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON1059 ***********************************************************************
 ON1059  DESIGNATION -  EAGLE
 ON1059  PID         -  ON1059
 ON1059  STATE/COUNTY-  WI/RICHLAND
 ON1059  USGS QUAD   -  MUSCODA (1983)
 ON1059
 ON1059                         *CURRENT SURVEY CONTROL
 ON1059  ___________________________________________________________________
 ON1059* NAD 83(1991)-  43 14 02.73707(N)    090 29 37.49756(W)     ADJUSTED  
 ON1059* NAVD 88     -       239.72   (+/-2cm)     786.5    (feet)  VERTCON   
 ON1059  ___________________________________________________________________
 ON1059  LAPLACE CORR-          -5.56  (seconds)                    DEFLEC99
 ON1059  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 ON1059
 ON1059  HORZ ORDER  -  THIRD
 ON1059  VERT ORDER  -  THIRD ? (See Below)
 ON1059
 ON1059.The horizontal coordinates were established by classical geodetic methods
 ON1059.and adjusted by the National Geodetic Survey in March 1999..
 ON1059
 ON1059.The NAVD 88 height was computed by applying the VERTCON shift value to
 ON1059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ON1059.The vertical order pertains to the NGVD 29 superseded value.
 ON1059
 ON1059.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1059
 ON1059.The geoid height was determined by GEOID03.
 ON1059
 ON1059;                    North         East     Units Scale Factor Converg.
 ON1059;SPC WI S     -   137,214.473   559,895.152   MT  0.99993678   -0 20 21.3
 ON1059;SPC WI S     -   450,177.82  1,836,922.68   sFT  0.99993678   -0 20 21.3
 ON1059;UTM  15      - 4,789,860.847   703,507.242   MT  1.00010949   +1 43 02.4
 ON1059
 ON1059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1059!SPC WI S     -   0.99996768  x   0.99993678  =   0.99990446
 ON1059!UTM  15      -   0.99996768  x   1.00010949  =   1.00007716
 ON1059
 ON1059|---------------------------------------------------------------------|
 ON1059| PID    Reference Object                     Distance      Geod. Az  |
 ON1059|                                                           dddmmss.s |
 ON1059| CI8567 EAGLE RM 2                           16.389 METERS 08737     |
 ON1059| CI8565 EAGLE AZ MK                                        1772721.8 |
 ON1059| CI8566 EAGLE RM 1                            7.910 METERS 35648     |
 ON1059|---------------------------------------------------------------------|
 ON1059
 ON1059                          SUPERSEDED SURVEY CONTROL
 ON1059
 ON1059  NAD 83(1991)-  43 14 02.73609(N)    090 29 37.49786(W) AD(       ) 3
 ON1059  NAD 83(1986)-  43 14 02.72966(N)    090 29 37.49987(W) AD(       ) 3
 ON1059  NAD 27      -  43 14 02.78420(N)    090 29 37.04670(W) AD(       ) 3
 ON1059  NGVD 29 (07/19/86)  239.78   (m)          786.7    (f) LEVELING    3  
 ON1059
 ON1059.Superseded values are not recommended for survey control.
 ON1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1059.See file dsdata.txt to determine how the superseded data were derived.
 ON1059
 ON1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH0350789861(NAD 83)
 ON1059_MARKER: DS = TRIANGULATION STATION DISK
 ON1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1059
 ON1059  HISTORY     - Date     Condition        Report By
 ON1059  HISTORY     - 1958     MONUMENTED       CGS
 ON1059
 ON1059                          STATION DESCRIPTION
 ON1059
 ON1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 ON1059'THE STATION IS LOCATED ABOUT 9 MILES SOUTHWEST OF RICHLAND
 ON1059'CENTER, ABOUT 4 MILES NORTHWEST OF MUSCODA, IN THE NE 1/4
 ON1059'OF SEC. 28, T-9-N, R-1-W AND ON ROAD RIGHT-OF-WAY.  IT IS
 ON1059'68 FEET SOUTH OF A FENCE CORNER, 37 FEET NORTH OF A POWER
 ON1059'POLE, 35 FEET WEST OF THE CENTERLINE OF THE PAVED ROAD, 3
 ON1059'FEET NORTHEAST OF A WHITE WITNESS POST AND 2 FEET EAST OF
 ON1059'A FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 ON1059'STAMPED EAGLE 1958.
 ON1059'
 ON1059'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 ON1059'60 AND 80 ABOUT 1 MILE NORTH OF MUSCODA, GO WEST AND NORTHWEST
 ON1059'ON HIGHWAY 60 FOR 3 MILES TO THE JUNCTION WITH COUNTY ROAD
 ON1059'E.  TURN RIGHT AND GO NORTH ON COUNTY ROAD E FOR 0.7 MILE
 ON1059'TO THE AZIMUTH MARK ON THE RIGHT, EAST SIDE OF THE ROAD AS
 ON1059'DESCRIBED.  CONTINUE NORTH ON THE PAVED ROAD FOR 0.25 MILE
 ON1059'TO THE STATION MARK ON THE LEFT, WEST SIDE OF THE ROAD AS
 ON1059'DESCRIBED.
 ON1059'
 ON1059'REFERENCE MARK 1 IS 43 FEET SOUTH OF A POWER POLE, 42 FEET
 ON1059'SOUTH OF A FENCE CORNER, 34 FEET WEST OF THE CENTERLINE
 ON1059'OF THE PAVED ROAD AND 1 FOOT EAST OF A FENCE.  THE MONUMENT
 ON1059'PROJECTS 2 INCHES AND THE DISK IS STAMPED EAGLE NO 1 1958.
 ON1059'
 ON1059'REFERENCE MARK 2 IS 48 FEET NORTH OF A TELEPHONE POLE, 22
 ON1059'FEET EAST OF THE CENTERLINE OF THE PAVED ROAD AND 1 FOOT
 ON1059'WEST OF A FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE
 ON1059'DISK IS STAMPED EAGLE NO 2 1958.
 ON1059'
 ON1059'THE AZIMUTH MARK IS 42 FEET NORTHEAST OF THE INTERSECTION
 ON1059'OF A T-ROAD, 30 FEET NORTHWEST OF A POWER POLE, 22 FEET
 ON1059'EAST OF THE CENTERLINE OF THE PAVED ROAD AND 3 FEET NORTH
 ON1059'OF A WHITE WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES
 ON1059'AND THE DISK IS STAMPED EAGLE 1958.
 ON1059'
 ON1059'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0793 ***********************************************************************
 RM0793  DESIGNATION -  EAGLE
 RM0793  PID         -  RM0793
 RM0793  STATE/COUNTY-  WI/BAYFIELD
 RM0793  USGS QUAD   -  CORNUCOPIA (1975)
 RM0793
 RM0793                         *CURRENT SURVEY CONTROL
 RM0793  ___________________________________________________________________
 RM0793* NAD 83(1991)-  46 49 12.94059(N)    091 02 23.85481(W)     ADJUSTED  
 RM0793* NAVD 88     -       435.     (meters)    1427.     (feet)  SCALED    
 RM0793  ___________________________________________________________________
 RM0793  LAPLACE CORR-          -5.13  (seconds)                    DEFLEC99
 RM0793  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 RM0793
 RM0793  HORZ ORDER  -  SECOND
 RM0793
 RM0793.The horizontal coordinates were established by classical geodetic methods
 RM0793.and adjusted by the National Geodetic Survey in March 1999..
 RM0793
 RM0793.The orthometric height was scaled from a topographic map.
 RM0793
 RM0793.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0793
 RM0793.The geoid height was determined by GEOID03.
 RM0793
 RM0793;                    North         East     Units Scale Factor Converg.
 RM0793;SPC WI N     -   184,315.690   520,641.427   MT  1.00001024   -0 45 00.7
 RM0793;SPC WI N     -   604,709.06  1,708,137.75   sFT  1.00001024   -0 45 00.7
 RM0793;UTM  15      - 5,187,055.886   649,510.364   MT  0.99987475   +1 25 46.4
 RM0793
 RM0793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0793!SPC WI N     -   0.99993672  x   1.00001024  =   0.99994696
 RM0793!UTM  15      -   0.99993672  x   0.99987475  =   0.99981148
 RM0793
 RM0793:                Primary Azimuth Mark                     Grid Az
 RM0793:SPC WI N     -  BAYFIELD RESET                           084 31 36.9
 RM0793:UTM  15      -  BAYFIELD RESET                           082 20 49.8
 RM0793
 RM0793|---------------------------------------------------------------------|
 RM0793| PID    Reference Object                     Distance      Geod. Az  |
 RM0793|                                                           dddmmss.s |
 RM0793| AB6933 BAYFIELD RESET                      APPROX.14.4 KM 0834636.2 |
 RM0793| CJ2460 EAGLE RM 1                            6.420 METERS 08354     |
 RM0793| CJ2461 EAGLE RM 2                            6.652 METERS 25222     |
 RM0793|---------------------------------------------------------------------|
 RM0793
 RM0793                          SUPERSEDED SURVEY CONTROL
 RM0793
 RM0793  NAD 83(1991)-  46 49 12.94043(N)    091 02 23.85358(W) AD(       ) 2
 RM0793  NAD 83(1986)-  46 49 12.93311(N)    091 02 23.84697(W) AD(       ) 2
 RM0793  NAD 27      -  46 49 13.18500(N)    091 02 23.19800(W) AD(       ) 2
 RM0793
 RM0793.Superseded values are not recommended for survey control.
 RM0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0793.See file dsdata.txt to determine how the superseded data were derived.
 RM0793
 RM0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM4951087056(NAD 83)
 RM0793_MARKER: DS = TRIANGULATION STATION DISK
 RM0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0793
 RM0793  HISTORY     - Date     Condition        Report By
 RM0793  HISTORY     - 1953     MONUMENTED       CGS
 RM0793  HISTORY     - 1977     GOOD             NGS
 RM0793
 RM0793                          STATION DESCRIPTION
 RM0793
 RM0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 RM0793'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF CORNUCOPIA ON A
 RM0793'HIGH WOODED HILL OVERLOOKING LAND IN ALL DIRECTIONS FOR
 RM0793'SEVERAL MILES.  IT IS ON THE HIGHEST POINT OF THE HILL, THE
 RM0793'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED EAGLE 1953.
 RM0793'
 RM0793'REFERENCE MARKS NO. 1 AND 2 ARE STAMPED EAGLE NO 1 1953 AND
 RM0793'EAGLE NO 2 1953 AND PROJECT 5 INCHES.
 RM0793'
 RM0793'NO SUITABLE SITE WAS FOUND FOR AN AZIMUTH MARK AND NONE WAS
 RM0793'SET.
 RM0793'
 RM0793'TO REACH THE STATION FROM THE BRIDGE OVER SISKIUIT CREEK ON
 RM0793'STATE HIGHWAY 13 AT THE NORTH EDGE OF CORNUCOPIA, GO NORTHEAST
 RM0793'ON STATE HIGHWAY 13 FOR 5.25 MILES TO A SIDE ROAD RIGHT,
 RM0793'TURN RIGHT AND GO SOUTH FOR 4.7 MILES TO A LANE ON THE RIGHT
 RM0793'JUST AFTER PASSING A SIDE ROAD LEFT, TURN RIGHT ONTO THE LANE
 RM0793'AND GO WEST FOR 0.35 MILE PASSING AN OLD HOMESITE ON THE LEFT,
 RM0793'AND SKIRTING A MEADOW TO THE LEFT TO WHERE THE ROAD FORKS.
 RM0793'(A FOUR WHEEL DRIVE VEHICLE WILL BE NEEDED TO DRIVE PAST THIS
 RM0793'POINT.) TAKE THE LEFT FORK AND GO ALONG THE NORTH SIDE OF A
 RM0793'SWAMP FOR ABOUT 0.25 MILE TO AN OLD ROAD BED, TURN LEFT ONTO
 RM0793'THE OLD ROAD BED AND GO WESTERLY FOR ABOUT 0.35 MILE TO
 RM0793'WHERE THE OLD ROAD BED PASSES TO THE LEFT OF A HIGH HILL, THIS
 RM0793'IS THE END OF TRUCK TRAVEL, FROM HERE PACK NORTHWEST UP A
 RM0793'VERY STEEP HILL FOR ABOUT 30 MINUTES TO THE TOP OF THE
 RM0793'HILL AND THE STATION.
 RM0793'
 RM0793'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 RM0793
 RM0793                          STATION RECOVERY (1977)
 RM0793
 RM0793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 RM0793'STATION MARK AND REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD
 RM0793'CONDITION.
 RM0793'
 RM0793'STATION IS ABOUT 4 MILES SOUTHEAST OF CORNUCOPIA ON A HIGH
 RM0793'WOODED HILL THAT IS VERY STEEP ON THE SOUTHEAST SIDE.  STATION
 RM0793'MARK IS ON ABOUT THE HIGHEST POINT OF THE HILL, PROJECTS ABOUT 4
 RM0793'INCHES, IS SET IN 6-INCH SQUARE CONCRETE POST AND THE DISK IS
 RM0793'STAMPED EAGLE 1953.
 RM0793'
 RM0793'REFERENCE MARK 1 IS SET IN THE TOP OF A 6-INCH SQUARE CONCRETE
 RM0793'POST PROJECTING 4 INCHES.  THE DISK IS STAMPED EAGLE NO 1 1953.
 RM0793'
 RM0793'REFERENCE MARK 2 IS SET IN THE TOP OF A 6-INCH SQUARE CONCRETE
 RM0793'POST PROJECTING 4 INCHES AND THE DISK IS STAMPED EAGLE NO 2 1953.
 RM0793'
 RM0793'TO REACH FROM THE BRIDGE OVER THE SISKIUIT CREEK ON STATE
 RM0793'HIGHWAY 13 IN THE NORTH EDGE OF CORNUCOPIA, GO NORTHEAST ON
 RM0793'HIGHWAY 13 FOR 5.2 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 RM0793'GO SOUTH ON A PAVED AND GRAVELED ROAD FOR 4.7 MILES TO A FIELD
 RM0793'ENTRANCE ROAD ON THE RIGHT JUST AFTER PASSING A SIDE ROAD
 RM0793'LEFT.  TURN RIGHT AND GO WESTERLY ON DIM TRACKS THROUGH A HAY
 RM0793'FIELD FOR 0.35 MILE TO A DIM WOODS ROAD AT THE EXTREME
 RM0793'SOUTHWEST CORNER OF HAY FIELD AND END OF TRUCK TRAVEL FOR 2
 RM0793'WHEEL DRIVE VEHICLE.  A 4 WHEEL DRIVE VEHICLE CAN BE DRIVEN
 RM0793'WESTERLY ALONG THIS WOODS ROAD (NEEDS SOME BRUSHING) FOR
 RM0793'ABOUT 1/2 MILE TO A FORK AND END OF TRUCK TRAVEL.  PACK ALONG THE
 RM0793'WEST FORK ON BLAZED TRAIL, WESTERLY UP THROUGH A DRAW, FOR ABOUT
 RM0793'350 YARDS TO TOP OF SADDLE AND TRAIL JUNCTION.  TURN RIGHT AND
 RM0793'FOLLOW A TRAIL UP A HOGBACK RIDGE, NORTHEAST, FOR ABOUT 250
 RM0793'YARDS TO TOP OF HILL AND STATION.
 RM0793'
 RM0793'NOTE--THERE IS HEAVY TIMBER ON THIS HILL NOW AND IT WOULD TAKE
 RM0793'ABOUT 35 FEET TO CLEAR THE LOCAL TREES.
 RM0793'
 RM0793'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RM0793'ABOUT 4 MILES SE OF CORNUCOPIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0649 ***********************************************************************
 QM0649  DESIGNATION -  EAGLE 1921
 QM0649  PID         -  QM0649
 QM0649  STATE/COUNTY-  WI/FOREST
 QM0649  USGS QUAD   -  CRANDON NE (1981)
 QM0649
 QM0649                         *CURRENT SURVEY CONTROL
 QM0649  ___________________________________________________________________
 QM0649* NAD 83(1991)-  45 39 43.85552(N)    088 46 53.22512(W)     ADJUSTED  
 QM0649* NAVD 88     -       480.     (meters)    1575.     (feet)  SCALED    
 QM0649  ___________________________________________________________________
 QM0649  LAPLACE CORR-          -5.98  (seconds)                    DEFLEC99
 QM0649  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 QM0649
 QM0649  HORZ ORDER  -  FIRST
 QM0649
 QM0649.The horizontal coordinates were established by classical geodetic methods
 QM0649.and adjusted by the National Geodetic Survey in November 1991..
 QM0649
 QM0649.The orthometric height was scaled from a topographic map.
 QM0649
 QM0649.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0649
 QM0649.The geoid height was determined by GEOID03.
 QM0649
 QM0649;                    North         East     Units Scale Factor Converg.
 QM0649;SPC WI N     -    55,801.855   694,960.345   MT  0.99998403   +0 52 44.5
 QM0649;SPC WI N     -   183,076.59  2,280,049.07   sFT  0.99998403   +0 52 44.5
 QM0649;UTM  16      - 5,058,058.053   361,221.521   MT  0.99983678   -1 16 27.7
 QM0649
 QM0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0649!SPC WI N     -   0.99992996  x   0.99998403  =   0.99991399
 QM0649!UTM  16      -   0.99992996  x   0.99983678  =   0.99976675
 QM0649
 QM0649:                Primary Azimuth Mark                     Grid Az
 QM0649:SPC WI N     -  BALD                                     076 29 40.2
 QM0649:UTM  16      -  BALD                                     078 38 52.4
 QM0649
 QM0649|---------------------------------------------------------------------|
 QM0649| PID    Reference Object                     Distance      Geod. Az  |
 QM0649|                                                           dddmmss.s |
 QM0649| QM0135 BALD                                APPROX. 0.8 KM 0772224.7 |
 QM0649|---------------------------------------------------------------------|
 QM0649
 QM0649                          SUPERSEDED SURVEY CONTROL
 QM0649
 QM0649  NAD 83(1986)-  45 39 43.86132(N)    088 46 53.22328(W) AD(       ) 1
 QM0649  NAD 27      -  45 39 43.99700(N)    088 46 52.83000(W) AD(       ) 1
 QM0649
 QM0649.Superseded values are not recommended for survey control.
 QM0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0649.See file dsdata.txt to determine how the superseded data were derived.
 QM0649
 QM0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR6122258058(NAD 83)
 QM0649_MARKER: DS = TRIANGULATION STATION DISK
 QM0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0649_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QM0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0649+STABILITY: SURFACE MOTION
 QM0649
 QM0649  HISTORY     - Date     Condition        Report By
 QM0649  HISTORY     - 1921     MONUMENTED       CGS
 QM0649
 QM0649                          STATION DESCRIPTION
 QM0649
 QM0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0649'STATION IS ABOUT 4-3/4 MILES W OF LAONA JUNCTION, AT THE W END
 QM0649'OF THE SECOND CURVE W OF SIDING 250, 16 METERS W OF NINTH
 QM0649'TELEGRAPH POLE W OF MILEPOST 249, AND 1.69 METERS (5.545 FEET)
 QM0649'S OF THE S RAIL OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QM0649'MARIE RAILWAY.
 QM0649'
 QM0649'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 QM0649'DISKS SET IN CONCRETE.
 QM0649'
 QM0649'THE UNDERGROUND MARK IS 36 INCHES DEEP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0503 ***********************************************************************
 QL0503  DESIGNATION -  EAGLE BLUFF LIGHTHOUSE 1934
 QL0503  PID         -  QL0503
 QL0503  STATE/COUNTY-  WI/DOOR
 QL0503  USGS QUAD   -  EPHRAIM (1982)
 QL0503
 QL0503                         *CURRENT SURVEY CONTROL
 QL0503  ___________________________________________________________________
 QL0503* NAD 83(1991)-  45 10 07.32842(N)    087 14 12.04577(W)     ADJUSTED  
 QL0503* NAVD 88     -       183.     (meters)     600.     (feet)  SCALED    
 QL0503  ___________________________________________________________________
 QL0503  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 QL0503  GEOID HEIGHT-         -37.13  (meters)                     GEOID03
 QL0503
 QL0503  HORZ ORDER  -  THIRD
 QL0503
 QL0503.The horizontal coordinates were established by classical geodetic methods
 QL0503.and adjusted by the National Geodetic Survey in November 1991..
 QL0503
 QL0503.The orthometric height was scaled from a topographic map.
 QL0503
 QL0503.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0503
 QL0503.The geoid height was determined by GEOID03.
 QL0503
 QL0503;                    North         East     Units Scale Factor Converg.
 QL0503;SPC WI C     -   152,082.314   817,186.788   MT  0.99995372   +1 56 59.0
 QL0503;SPC WI C     -   498,956.73  2,681,053.65   sFT  0.99995372   +1 56 59.0
 QL0503;UTM  16      - 5,001,718.613   481,400.866   MT  0.99960425   -0 10 04.3
 QL0503
 QL0503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0503!SPC WI C     -   0.99997713  x   0.99995372  =   0.99993086
 QL0503!UTM  16      -   0.99997713  x   0.99960425  =   0.99958139
 QL0503
 QL0503                          SUPERSEDED SURVEY CONTROL
 QL0503
 QL0503  NAD 83(1986)-  45 10 07.32736(N)    087 14 12.04166(W) AD(       ) 4
 QL0503  NAD 27      -  45 10 07.36900(N)    087 14 11.64500(W) AD(       ) 3
 QL0503
 QL0503.Superseded values are not recommended for survey control.
 QL0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0503.See file dsdata.txt to determine how the superseded data were derived.
 QL0503
 QL0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR8140101719(NAD 83)
 QL0503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0503+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2004
 QL0503
 QL0503  HISTORY     - Date     Condition        Report By
 QL0503  HISTORY     - 1934     MONUMENTED       CGS
 QL0503  HISTORY     - 1984     GOOD             USPSQD
 QL0503  HISTORY     - 20010331 GOOD             NGS
 QL0503  HISTORY     - 20040718 GOOD             USPSQD
 QL0503
 QL0503                          STATION DESCRIPTION
 QL0503
 QL0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QL0503'NORTH OF TOWN OF FISH CREEK AND ABOUT 50 FEET SOUTHEAST OF SHORELINE
 QL0503'OF GREEN BAY.  THIS LIGHTHOUSE WAS
 QL0503'CONSTRUCTED IN 1868.  POINT OBSERVED ON WAS CENTER OF LIGHT ABOUT
 QL0503'60 FEET HIGH.  TRIANGULATION
 QL0503'STATION EAGLE BLUFF (U.S.L.S.) (SEE DESCRIPTION AND
 QL0503'GEOGRAPHIC POSITION THEREOF) IS 130.45 FEET
 QL0503'FROM CENTER OF LIGHTHOUSE.
 QL0503
 QL0503                          STATION RECOVERY (1984)
 QL0503
 QL0503'RECOVERY NOTE BY US POWER SQUADRON 1984 (AB)
 QL0503'NOT STAMPED FOUND GOOD.
 QL0503'
 QL0503'LIGHTHOUSE IS AUTOMATED.  LIGHTHOUSE KEEPERS RESIDENCE IS OPERATED AS
 QL0503'A MUSEUM BY THE DOOR COUNTY HISTORICAL SOCIETY DURING THE SUMMER
 QL0503'MONTHS.
 QL0503
 QL0503                          STATION RECOVERY (2001)
 QL0503
 QL0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QL0503'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QL0503
 QL0503                          STATION RECOVERY (2004)
 QL0503
 QL0503'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWS)
 QL0503'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0502 ***********************************************************************
 QL0502  DESIGNATION -  EAGLE BLUFF RESET
 QL0502  PID         -  QL0502
 QL0502  STATE/COUNTY-  WI/DOOR
 QL0502  USGS QUAD   -  EPHRAIM (1982)
 QL0502
 QL0502                         *CURRENT SURVEY CONTROL
 QL0502  ___________________________________________________________________
 QL0502* NAD 83(1991)-  45 10 06.47479(N)    087 14 13.40921(W)     ADJUSTED  
 QL0502* NAVD 88     -       183.     (meters)     600.     (feet)  SCALED    
 QL0502  ___________________________________________________________________
 QL0502  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 QL0502  GEOID HEIGHT-         -37.13  (meters)                     GEOID03
 QL0502
 QL0502  HORZ ORDER  -  FIRST
 QL0502
 QL0502.The horizontal coordinates were established by classical geodetic methods
 QL0502.and adjusted by the National Geodetic Survey in November 1991..
 QL0502
 QL0502.The orthometric height was scaled from a topographic map.
 QL0502
 QL0502.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0502
 QL0502.The geoid height was determined by GEOID03.
 QL0502
 QL0502;                    North         East     Units Scale Factor Converg.
 QL0502;SPC WI C     -   152,054.966   817,157.929   MT  0.99995370   +1 56 58.1
 QL0502;SPC WI C     -   498,867.00  2,680,958.97   sFT  0.99995370   +1 56 58.1
 QL0502;UTM  16      - 5,001,692.359   481,371.027   MT  0.99960427   -0 10 05.2
 QL0502
 QL0502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0502!SPC WI C     -   0.99997713  x   0.99995370  =   0.99993084
 QL0502!UTM  16      -   0.99997713  x   0.99960427  =   0.99958141
 QL0502
 QL0502|---------------------------------------------------------------------|
 QL0502| PID    Reference Object                     Distance      Geod. Az  |
 QL0502|                                                           dddmmss.s |
 QL0502| QL0503 EAGLE BLUFF LIGHTHOUSE 1934          39.761 METERS 04829     |
 QL0502| CJ4884 EAGLE BLUFF RM 3                     24.612 METERS 05540     |
 QL0502| CJ5353 TEMPORARY STAKE                                    12011     |
 QL0502| CJ4883 EAGLE BLUFF RM 2                     47.366 METERS 12018     |
 QL0502| CJ4882 EAGLE BLUFF AZ MK RESET                            1663533.1 |
 QL0502| PM0431 SHERWOOD POINT LIGHT                APPROX.34.3 KM 2065250.4 |
 QL0502| PM0505 PESHTIGO REEF LIGHT                 APPROX.35.8 KM 2285851.7 |
 QL0502|---------------------------------------------------------------------|
 QL0502
 QL0502                          SUPERSEDED SURVEY CONTROL
 QL0502
 QL0502  NAD 83(1986)-  45 10 06.47373(N)    087 14 13.40509(W) AD(       ) 1
 QL0502  NAD 27      -  45 10 06.51500(N)    087 14 13.00800(W) AD(       ) 1
 QL0502
 QL0502.Superseded values are not recommended for survey control.
 QL0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0502.See file dsdata.txt to determine how the superseded data were derived.
 QL0502
 QL0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR8137101692(NAD 83)
 QL0502
 QL0502  HISTORY     - Date     Condition        Report By
 QL0502  HISTORY     - 1953     MONUMENTED       USLS
 QL0502  HISTORY     - 1934     SEE DESCRIPTION  CGS
 QL0502  HISTORY     - 1953     SEE DESCRIPTION  CGS
 QL0502  HISTORY     - 1984     GOOD             USPSQD
 QL0502  HISTORY     - 20010331 GOOD             NGS
 QL0502
 QL0502                          STATION DESCRIPTION
 QL0502
 QL0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QL0502'ON E SHORE OF GREEN BAY, ABOUT 2-1/2 MILES N OF FISH CREEK,
 QL0502'IN YARD OF AND 105
 QL0502'FEET SW OF SW CORNER OF EAGLE BLUFF LIGHTHOUSE, 12
 QL0502'FEET W OF W CORNER OF SMALL OIL HOUSE
 QL0502'IN YARD, 15 FEET SE OF FACE OF STONE
 QL0502'FENCE, 19 FEET E OF W CORNER OF YARD, AND ABOUT 10
 QL0502'METERS (33 FT) BACK
 QL0502'FROM EDGE OF LIMESTONE BLUFF RISING PERPENDICULARLY FROM BAY.  TO
 QL0502'REACH FROM FISH
 QL0502'CREEK, GO E 0.45 MILE ON ROUTE 42 TO JUNCTION WITH BOULEVARD
 QL0502'LEADING N INTO PENINSULAR
 QL0502'STATE PARK, FOLLOW THIS ROAD 2.5 MILE TO ROAD
 QL0502'LEADING N, TURN AND GO N 0.9 MILE TO
 QL0502'LIGHTHOUSE AND STATION.  MARKED BY
 QL0502'1/4 INCH HOLE IN STONE POST MARKED WITH LETTERS
 QL0502'U.S.L.S. IN TOP WHICH IS 3
 QL0502'INCHES BELOW SURFACE OF GROUND.  REFERENCE MARK (1874) IS DRILL
 QL0502'HOLE IN SOLID ROCK,
 QL0502'6.7 METERS (22 FEET) FROM STATION IN BEARING S 72 DEG 10 MIN W.  IN
 QL0502'1934, REFERENCE AND AZIMUTH
 QL0502'MARKS WERE ESTABLISHED, STANDARD DISKS IN
 QL0502'CONCRETE, NOTE 11B.  REFERENCE MARK NO. 2
 QL0502'PROJECTS 5 INCHES ABOVE GROUND,
 QL0502'IS NEAR SE CORNER OF OLD STABLE, 34 FEET NE OF FENCE LINE,
 QL0502'34 FEET NW OF FENCE
 QL0502'LINE, ABOUT 1-1/2 FEET FROM SE CORNER OF STABLE AND 155.40 FEET FROM
 QL0502'STATION IN AZIMUTH 300
 QL0502'DEG 19 MIN.  AZIMUTH MARK PROJECTS 7 INCHES ABOVE GROUND,
 QL0502'IS ON SHORE OF TERNISONS BAY, 25 FEET E
 QL0502'OF CENTERLINE OF ROAD, 70 FEET
 QL0502'E OF HIGH-WATER MARK, AND APPROX. 0.4 MILE FROM STATION IN
 QL0502'AZIMUTH 342 DEG
 QL0502'53 MIN 27 SEC.  AZIMUTH FROM STATION TO EAGLE BLUFF LIGHTHOUSE,
 QL0502'135.45 FEET DISTANT, IS 228
 QL0502'DEG 29 MIN.
 QL0502
 QL0502                          STATION RECOVERY (1953)
 QL0502
 QL0502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 QL0502'STATION WAS RECOVERED AS DESCRIBED.  THE STATION MARK WAS FOUND LOOSE
 QL0502'IN THE GROUND.  REFERENCE MARK NO.
 QL0502'1 AND THE AZIMUTH MARK WERE NOT FOUND.  REFERENCE MARK NO. 2 IS IN
 QL0502'GOOD CONDITION.  A NEW UNDERGROUND
 QL0502'AND SURFACE STATION MARK, REFERENCE MARK NO. 3 AND AN
 QL0502'AZIMUTH MARK WERE ESTABLISHED BY THIS PARTY.  THE
 QL0502'DISTANCE AND DIRECTIONS TO REFERENCE
 QL0502'MARK NO. 2 CHECKED.  THE DIRECTIONS TO EAGLE BLUFF LIGHTHOUSE
 QL0502'CHECKED, THE DISTANCE WAS NOT
 QL0502'MEASURED AT THIS TIME DUE TO HOUSE ON LINE.  A COMPLETE NEW
 QL0502'DESCRIPTION FOLLOWS.
 QL0502'
 QL0502'STATION IS LOCATED IN THE SOUTHWEST CORNER OF THE YARD OF THE EAGLE
 QL0502'BLUFF LIGHTHOUSE, ABOUT 2-1/2
 QL0502'MILES NORTH OF FISH CREEK ON THE EAST SHORE OF GREEN BAY.  IT IS 95
 QL0502'FEET SOUTHWEST OF THE SOUTHWEST
 QL0502'CORNER OF A FRAME AND YELLOW BRICK BUILDING ADJOINING THE
 QL0502'EAGLE BLUFF LIGHTHOUSE, 33 FEET SOUTHEAST OF
 QL0502'THE EDGE OF A LIMESTONE BLUFF OVERLOOKING
 QL0502'GREEN BAY, 11 FEET WEST OF THE SOUTHWEST CORNER OF A SMALL
 QL0502'YELLOW BRICK BUILDING.  THE MARK IS
 QL0502'FLUSH AND THE DISK IS STAMPED EAGLE BLUFF USLS 1874 1934 1953. (NOTE
 QL0502'1A 7A)
 QL0502'
 QL0502'REFERENCE MARK NO. 2 IS 155.40 FEET SOUTHEAST OF THE STATION, 56 FEET
 QL0502'SOUTHWEST OF THE WEST EDGE OF A
 QL0502'PARKING AREA AND 54 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SMALL
 QL0502'LOG BUILDING.  THE MARK PROJECTS 6
 QL0502'INCHES AND THE DISK IS STAMPED EAGLE BLUFF NO 2 1934.
 QL0502'(NOTE 11B).
 QL0502'
 QL0502'REFERENCE MARK NO. 3 IS 80.75 FEET NORTHEAST OF THE STATION, 22 FEET
 QL0502'EAST OF A 8 INCH CEDAR TREE AND 21
 QL0502'FEET SOUTH OF THE SOUTHWEST CORNER OF THE FRAME AND YELLOW BRICK
 QL0502'BUILDING.  THE MARK IS FLUSH AND THE
 QL0502'DISK IS STAMPED EAGLE BLUFF NO 3 1934 1953. (NOTE
 QL0502'11A)
 QL0502'
 QL0502'AZIMUTH MARK IS 0.5 MILE SOUTHEAST OF THE STATION, 27 FEET SOUTH OF
 QL0502'THE CENTER OF SHORE ROAD AND 3
 QL0502'FEET EAST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 QL0502'STAMPED EAGLE BLUFF 1934 RESET
 QL0502'1953. (NOTE 16A) NOTE, CONSIDERABLE CLEARING WOULD HAVE
 QL0502'TO BE DONE FOR THIS MARK TO BE VISIBLE FROM THE
 QL0502'GROUND.
 QL0502'
 QL0502'TO REACH THE STATION FROM THE INTERSECTION OF PINE STREET AND STATE
 QL0502'HIGHWAY 42 IN FISH CREEK, GO
 QL0502'EAST ON HIGHWAY 42 FOR 0.45 MILE TO A PAVED SIDE ROAD LEFT, TURN LEFT
 QL0502'AND GO NORTH FOR 1.4 MILES TO A
 QL0502'FORK, TAKE LEFT FORK FOR 0.9 MILE TO A SIDE ROAD LEFT
 QL0502'(SHORE ROAD), TURN LEFT AND FOLLOW SHORE ROAD FOR
 QL0502'1.35 MILE TO THE AZIMUTH MARK ON THE
 QL0502'RIGHT AS DESCRIBED.  CONTINUE NORTH ON SHORE ROAD FOR 0.5 MILE TO A
 QL0502'PARKING AREA ON THE LEFT AND THE
 QL0502'EAGLE BLUFF LIGHTHOUSE AND THE STATION AS DESCRIBED.
 QL0502'
 QL0502'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 QL0502
 QL0502                          STATION RECOVERY (1984)
 QL0502
 QL0502'RECOVERY NOTE BY US POWER SQUADRON 1984 (AB)
 QL0502'EAGLE BLUFF USLS 1874 1934 1953 GOOD.
 QL0502'
 QL0502'EAGLE BLUFF NO 2 1934 GOOD.
 QL0502'
 QL0502'EAGLE BLUFF NO 3 1934 1953 GOOD.
 QL0502'
 QL0502'DESCRIPTION SATISFACTORY.  EAGLE BLUFF LIGHTHOUSE IS NOW A MUSEUM
 QL0502'OPERATED BY DOOR COUNTY HISTORICAL SOCIETY.  LIGHT IS AUTOMATED AND
 QL0502'IN REGULAR OPERATION.
 QL0502'
 QL0502'EAGLE BLUFF 1934 RESET 1953 NOT FOUND.
 QL0502'
 QL0502'SEARCHED FOR BUT NOT FOUND.  NO WITNESS STAKE SEEN.
 QL0502
 QL0502                          STATION RECOVERY (2001)
 QL0502
 QL0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QL0502'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5371 ***********************************************************************
 DH5371  DESIGNATION -  EAGLE C GPS
 DH5371  PID         -  DH5371
 DH5371  STATE/COUNTY-  WI/RICHLAND
 DH5371  USGS QUAD   -  MUSCODA (1983)
 DH5371
 DH5371                         *CURRENT SURVEY CONTROL
 DH5371  ___________________________________________________________________
 DH5371* NAD 83(1997)-  43 14 55.24556(N)    090 29 53.19151(W)     ADJUSTED  
 DH5371* NAVD 88     -                                                        
 DH5371  ___________________________________________________________________
 DH5371  X           -     -40,452.794 (meters)                     COMP
 DH5371  Y           -  -4,653,032.044 (meters)                     COMP
 DH5371  Z           -   4,347,797.641 (meters)                     COMP
 DH5371  LAPLACE CORR-          -5.53  (seconds)                    DEFLEC99
 DH5371  ELLIP HEIGHT-         192.18  (meters)          (08/01/05) GPS OBS
 DH5371  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 DH5371
 DH5371  HORZ ORDER  -  FIRST
 DH5371  ELLP ORDER  -  SECOND    CLASS I
 DH5371
 DH5371.The horizontal coordinates were established by GPS observations
 DH5371.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5371
 DH5371
 DH5371.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5371
 DH5371.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5371
 DH5371.The ellipsoidal height was determined by GPS observations
 DH5371.and is referenced to NAD 83.
 DH5371
 DH5371.The geoid height was determined by GEOID03.
 DH5371
 DH5371;                    North         East     Units Scale Factor Converg.
 DH5371;SPC WI S     -   138,836.880   559,550.740   MT  0.99993608   -0 20 32.1
 DH5371;SPC WI S     -   455,500.66  1,835,792.72   sFT  0.99993608   -0 20 32.1
 DH5371;UTM  15      - 4,791,470.124   703,104.754   MT  1.00010747   +1 42 53.3
 DH5371
 DH5371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5371!SPC WI S     -   0.99996986  x   0.99993608  =   0.99990595
 DH5371!UTM  15      -   0.99996986  x   1.00010747  =   1.00007733
 DH5371
 DH5371                          SUPERSEDED SURVEY CONTROL
 DH5371
 DH5371.No superseded survey control is available for this station.
 DH5371
 DH5371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH0310591470(NAD 83)
 DH5371_MARKER: DD = SURVEY DISK
 DH5371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5371_STAMPING: EAGLE C GPS 2004
 DH5371_MARK LOGO: WIDT  
 DH5371_PROJECTION: FLUSH
 DH5371_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5371+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5371
 DH5371  HISTORY     - Date     Condition        Report By
 DH5371  HISTORY     - 2003     MONUMENTED       WIDT
 DH5371
 DH5371                          STATION DESCRIPTION
 DH5371
 DH5371'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5371'OWNERSHIP--TOWN OF EAGLE.  TO REACH THE STATION FROM THE JUNCTION
 DH5371'STATE HIGHWAY 60  WITH COUNTY HIGHWAY E ABOUT 4 MI NORTHWEST OF THE
 DH5371'VILLAGE OF MUSCODA, GO NORTH ON  COUNTY HIGHWAY E FOR 2.2 MI TO
 DH5371'CROSSOVER ROAD ON THE RIGHT, TURN RIGHT AND GO EAST ON  CROSSOVER ROAD
 DH5371'FOR 0.05 MI TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DH5371'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH5371'DISK SET IN  THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL
 DH5371'WITH THE ROAD PAVEMENT.  THE  STATION IS 7.2 M SOUTH OF THE CENTERLINE
 DH5371'OF CROSSOVER ROAD, 58 M EAST OF A WOOD POST FOR  A --STOP-- SIGN, 5 M
 DH5371'NORTH OF A CULTIVATED FIELD, 1.0 M EAST OF AN ORANGE 4X4 PLASTIC
 DH5371'WITNESS  POST AND 1.0 M WEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DH5371'---NOTE---THIS STATION HAS NO  VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH5371'THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9511 ***********************************************************************
 DF9511  DESIGNATION -  EAGLE E GPS
 DF9511  PID         -  DF9511
 DF9511  STATE/COUNTY-  WI/WAUKESHA
 DF9511  USGS QUAD   -  EAGLE (1976)
 DF9511
 DF9511                         *CURRENT SURVEY CONTROL
 DF9511  ___________________________________________________________________
 DF9511* NAD 83(1997)-  42 53 31.80485(N)    088 27 34.59759(W)     ADJUSTED  
 DF9511* NAVD 88     -       290.330  (meters)     952.52   (feet)  ADJUSTED  
 DF9511  ___________________________________________________________________
 DF9511  X           -     125,814.164 (meters)                     COMP
 DF9511  Y           -  -4,678,611.144 (meters)                     COMP
 DF9511  Z           -   4,318,907.310 (meters)                     COMP
 DF9511  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 DF9511  ELLIP HEIGHT-         256.08  (meters)          (04/02/04) GPS OBS
 DF9511  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 DF9511  DYNAMIC HT  -         290.251 (meters)     952.27  (feet)  COMP
 DF9511  MODELED GRAV-     980,341.6   (mgal)                       NAVD 88
 DF9511
 DF9511  HORZ ORDER  -  FIRST
 DF9511  VERT ORDER  -  SECOND    CLASS I
 DF9511  ELLP ORDER  -  FOURTH    CLASS I
 DF9511
 DF9511.The horizontal coordinates were established by GPS observations
 DF9511.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DF9511
 DF9511.The orthometric height was determined by differential leveling
 DF9511.and adjusted by the National Geodetic Survey in February 2004..
 DF9511
 DF9511.Photographs are available for this station.
 DF9511
 DF9511.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9511
 DF9511.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9511
 DF9511.The ellipsoidal height was determined by GPS observations
 DF9511.and is referenced to NAD 83.
 DF9511
 DF9511.The geoid height was determined by GEOID03.
 DF9511
 DF9511.The dynamic height is computed by dividing the NAVD 88
 DF9511.geopotential number by the normal gravity value computed on the
 DF9511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9511.degrees latitude (g = 980.6199 gals.).
 DF9511
 DF9511.The modeled gravity was interpolated from observed gravity values.
 DF9511
 DF9511;                    North         East     Units Scale Factor Converg.
 DF9511;SPC WI S     -   100,273.805   725,813.570   MT  0.99997177   +1 03 30.3
 DF9511;SPC WI S     -   328,981.64  2,381,273.35   sFT  0.99997177   +1 03 30.3
 DF9511;UTM  16      - 4,749,873.681   380,820.755   MT  0.99977474   -0 59 36.8
 DF9511
 DF9511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9511!SPC WI S     -   0.99995984  x   0.99997177  =   0.99993161
 DF9511!UTM  16      -   0.99995984  x   0.99977474  =   0.99973459
 DF9511
 DF9511                          SUPERSEDED SURVEY CONTROL
 DF9511
 DF9511  NAVD 88 (04/02/04)  290.33   (m)          952.5    (f) LEVELING    3  
 DF9511
 DF9511.Superseded values are not recommended for survey control.
 DF9511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9511.See file dsdata.txt to determine how the superseded data were derived.
 DF9511
 DF9511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8082149874(NAD 83)
 DF9511_MARKER: DD = SURVEY DISK
 DF9511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9511_STAMPING: EAGLE E GPS 2002
 DF9511_MARK LOGO: WIDT  
 DF9511_PROJECTION: FLUSH
 DF9511_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9511+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9511
 DF9511  HISTORY     - Date     Condition        Report By
 DF9511  HISTORY     - 2001     MONUMENTED       WIDT
 DF9511
 DF9511                          STATION DESCRIPTION
 DF9511
 DF9511'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9511'THE STATION IS LOCATED ABOUT 26 KM NORTH-NORTHEAST OF ELKHORN, 23 KM
 DF9511'SOUTHWEST OF WAUKESHA, AND 11 KM WEST-NORTHWEST OF MUKWONAGO.
 DF9511'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPOTATION. TO REACH THE
 DF9511'STATION FROM THE JUNCTION OF STATE HIGHWAY 59 WITH STATE HIGHWAY 67
 DF9511'IN THE VILLAGE OF EAGLE, GO NORTHEAST ON STATE HIGHWAY 59 FOR 1.7 KM
 DF9511'TO THE STATION ON THE RIGHT. THE STATION IS A BRONZE WISCONSIN
 DF9511'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9511'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.7 M,
 DF9511'SET ON BEDROCK AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT. THE STATION
 DF9511'IS 12.9 M SOUTH-SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 59, 47.2
 DF9511'M SOUTH OF POWER POLE --80-11959 40-5--, 34.6 M EAST-SOUTHEAST OF
 DF9511'TELEPHONE PEDESTAL --4D 14C 7 17--, 22 M EAST-NORTHEAST OF THE
 DF9511'EXTENDED CENTERLINE OF PRIVATE ENTRANCE --W357 S8397--, AND 15.4 M
 DF9511'NORTH-NORTHWEST OF A METAL FENCE. ---NOTE---THE STATION IS EAST,
 DF9511'NORTH AND SOUTH-SOUTHEAST OF THREE ORANGE 4X4 PLASTIC WITNESS POSTS.
 DF9511'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9511'THAN 20 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5376 ***********************************************************************
 DH5376  DESIGNATION -  EAGLE E GPS
 DH5376  PID         -  DH5376
 DH5376  STATE/COUNTY-  WI/RICHLAND
 DH5376  USGS QUAD   -  MUSCODA (1983)
 DH5376
 DH5376                         *CURRENT SURVEY CONTROL
 DH5376  ___________________________________________________________________
 DH5376* NAD 83(1997)-  43 13 06.75362(N)    090 26 20.79298(W)     ADJUSTED  
 DH5376* NAVD 88     -                                                        
 DH5376  ___________________________________________________________________
 DH5376  X           -     -35,678.915 (meters)                     COMP
 DH5376  Y           -  -4,655,359.949 (meters)                     COMP
 DH5376  Z           -   4,345,353.883 (meters)                     COMP
 DH5376  LAPLACE CORR-          -4.24  (seconds)                    DEFLEC99
 DH5376  ELLIP HEIGHT-         185.80  (meters)          (08/01/05) GPS OBS
 DH5376  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 DH5376
 DH5376  HORZ ORDER  -  FIRST
 DH5376  ELLP ORDER  -  SECOND    CLASS I
 DH5376
 DH5376.The horizontal coordinates were established by GPS observations
 DH5376.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5376
 DH5376
 DH5376.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5376
 DH5376.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5376
 DH5376.The ellipsoidal height was determined by GPS observations
 DH5376.and is referenced to NAD 83.
 DH5376
 DH5376.The geoid height was determined by GEOID03.
 DH5376
 DH5376;                    North         East     Units Scale Factor Converg.
 DH5376;SPC WI S     -   135,462.114   564,324.165   MT  0.99993761   -0 18 06.2
 DH5376;SPC WI S     -   444,428.62  1,851,453.53   sFT  0.99993761   -0 18 06.2
 DH5376;UTM  15      - 4,788,268.242   707,997.105   MT  1.00013222   +1 45 15.4
 DH5376
 DH5376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5376!SPC WI S     -   0.99997086  x   0.99993761  =   0.99990848
 DH5376!UTM  15      -   0.99997086  x   1.00013222  =   1.00010308
 DH5376
 DH5376                          SUPERSEDED SURVEY CONTROL
 DH5376
 DH5376.No superseded survey control is available for this station.
 DH5376
 DH5376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH0799788268(NAD 83)
 DH5376_MARKER: DD = SURVEY DISK
 DH5376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5376_STAMPING: EAGLE E GPS 2004
 DH5376_MARK LOGO: WIDT  
 DH5376_PROJECTION: FLUSH
 DH5376_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5376+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5376
 DH5376  HISTORY     - Date     Condition        Report By
 DH5376  HISTORY     - 2003     MONUMENTED       WIDT
 DH5376
 DH5376                          STATION DESCRIPTION
 DH5376
 DH5376'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5376'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH5376'STATION FROM THE  JUNCTION OF STATE HIGHWAY 60 WITH STATE HIGHWAY 80
 DH5376'ABOUT 0.5 MI NORTH OF THE VILLAGE OF  MUSCODA, GO NORTH ON STATE
 DH5376'HIGHWAY 80 FOR 1.1 MI TO THE STATION ON THE RIGHT.  THE  STATION IS A
 DH5376'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC  SURVEY CONTROL
 DH5376'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT
 DH5376'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 15.0 M EAST OF THE
 DH5376'CENTERLINE OF  STATE HIGHWAY 80, 47.2 M NORTHEAST OF A POWERPOLE, 35 M
 DH5376'SOUTH OF THE EXTENDED  CENTERLINE OF PRIVATE ENTRANCE --33048--, 3.6 M
 DH5376'WEST OF A BARBED WIRE FENCE, 1.0 M WEST OF  AN ORANGE 4X4  PLASTIC
 DH5376'WITNESS POST, 1.0 M SOUTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS POST
 DH5376'AND 1.0 M  NORTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DH5376'---NOTE---THIS STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER
 DH5376'THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9870 ***********************************************************************
 DF9870  DESIGNATION -  EAGLE GPS
 DF9870  PID         -  DF9870
 DF9870  STATE/COUNTY-  WI/WAUKESHA
 DF9870  USGS QUAD   -  EAGLE (1976)
 DF9870
 DF9870                         *CURRENT SURVEY CONTROL
 DF9870  ___________________________________________________________________
 DF9870* NAD 83(1997)-  42 55 46.18510(N)    088 25 34.26490(W)     ADJUSTED  
 DF9870* NAVD 88     -       296.961  (meters)     974.28   (feet)  ADJUSTED  
 DF9870  ___________________________________________________________________
 DF9870  X           -     128,466.180 (meters)                     COMP
 DF9870  Y           -  -4,675,719.323 (meters)                     COMP
 DF9870  Z           -   4,321,949.067 (meters)                     COMP
 DF9870  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 DF9870  ELLIP HEIGHT-         262.64  (meters)          (04/02/04) GPS OBS
 DF9870  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 DF9870  DYNAMIC HT  -         296.881 (meters)     974.02  (feet)  COMP
 DF9870  MODELED GRAV-     980,343.0   (mgal)                       NAVD 88
 DF9870
 DF9870  HORZ ORDER  -  B
 DF9870  VERT ORDER  -  SECOND    CLASS I
 DF9870  ELLP ORDER  -  THIRD     CLASS I
 DF9870
 DF9870.The horizontal coordinates were established by GPS observations
 DF9870.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DF9870
 DF9870.The orthometric height was determined by differential leveling
 DF9870.and adjusted by the National Geodetic Survey in February 2004..
 DF9870
 DF9870.Photographs are available for this station.
 DF9870
 DF9870.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9870
 DF9870.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9870
 DF9870.The ellipsoidal height was determined by GPS observations
 DF9870.and is referenced to NAD 83.
 DF9870
 DF9870.The geoid height was determined by GEOID03.
 DF9870
 DF9870.The dynamic height is computed by dividing the NAVD 88
 DF9870.geopotential number by the normal gravity value computed on the
 DF9870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9870.degrees latitude (g = 980.6199 gals.).
 DF9870
 DF9870.The modeled gravity was interpolated from observed gravity values.
 DF9870
 DF9870;                    North         East     Units Scale Factor Converg.
 DF9870;SPC WI S     -   104,470.705   728,465.088   MT  0.99996623   +1 04 52.9
 DF9870;SPC WI S     -   342,750.97  2,389,972.54   sFT  0.99996623   +1 04 52.9
 DF9870;UTM  16      - 4,753,972.115   383,620.324   MT  0.99976662   -0 58 17.3
 DF9870
 DF9870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9870!SPC WI S     -   0.99995881  x   0.99996623  =   0.99992504
 DF9870!UTM  16      -   0.99995881  x   0.99976662  =   0.99972544
 DF9870
 DF9870                          SUPERSEDED SURVEY CONTROL
 DF9870
 DF9870  NAVD 88 (04/02/04)  296.96   (m)          974.3    (f) LEVELING    3  
 DF9870
 DF9870.Superseded values are not recommended for survey control.
 DF9870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9870.See file dsdata.txt to determine how the superseded data were derived.
 DF9870
 DF9870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8362053972(NAD 83)
 DF9870_MARKER: DD = SURVEY DISK
 DF9870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9870_STAMPING: EAGLE GPS 2002
 DF9870_MARK LOGO: WIDT  
 DF9870_PROJECTION: FLUSH
 DF9870_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9870+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9870
 DF9870  HISTORY     - Date     Condition        Report By
 DF9870  HISTORY     - 2001     MONUMENTED       WIDT
 DF9870
 DF9870                          STATION DESCRIPTION
 DF9870
 DF9870'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9870'THE STATION IS LOCATED ABOUT 34 KM EAST OF FORT ATKINSON, 15 KM SOUTH
 DF9870'OF DELAFIELD, AND 11 KM NORTHWEST OF MUKWONAGO. OWNERSHIP--WISCONSIN
 DF9870'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 DF9870'OF STATE HIGHWAY 59 WITH STATE HIGHWAY 67 IN THE VILLAGE OF EAGLE, GO
 DF9870'NORTHEAST ON STATE HIGHWAY 59 FOR 4.6 KM TO COUNTY HIGHWAY X,
 DF9870'CONTINUE NORTHEAST ON STATE HIGHWAY 59 FOR 2.4 KM TO THE STATION ON
 DF9870'THE LEFT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9870'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9870'A 41-CM CONCRETE POST SET TO THE DEPTH OF SET TO A DEPTH OF 2.0 M,
 DF9870'SET ON BEDROCK, AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DF9870'STATION IS 13.5 M WEST-NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY
 DF9870'59, 100 M WEST-SOUTHWEST OF THE CENTERLINE OF PIPER ROAD, AND 1 M
 DF9870'NORTHEAST OF A CULTIVATE FIELD.  ---NOTE---THE STATION IS NORTH, WEST
 DF9870'AND SOUTHEAST OF THREE ORANGE 4X4 PLASTIC WITNESS POST.
 DF9870'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9870'THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0771 ***********************************************************************
 QM0771  FBN         -  This is a Federal Base Network Control Station.
 QM0771  PACS        -  This is a Primary Airport Control Station.
 QM0771  DESIGNATION -  EAGLE RIVER GPS
 QM0771  PID         -  QM0771
 QM0771  STATE/COUNTY-  WI/VILAS
 QM0771  USGS QUAD   -  EAGLE RIVER WEST (1982)
 QM0771
 QM0771                         *CURRENT SURVEY CONTROL
 QM0771  ___________________________________________________________________
 QM0771* NAD 83(1997)-  45 56 19.14427(N)    089 15 38.19755(W)     ADJUSTED  
 QM0771* NAVD 88     -       499.46   (meters)    1638.6    (feet)  GPS OBS   
 QM0771  ___________________________________________________________________
 QM0771  X           -      57,341.428 (meters)                     COMP
 QM0771  Y           -  -4,443,177.979 (meters)                     COMP
 QM0771  Z           -   4,560,844.152 (meters)                     COMP
 QM0771  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 QM0771  ELLIP HEIGHT-         467.70  (meters)          (04/28/99) GPS OBS
 QM0771  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 QM0771
 QM0771  HORZ ORDER  -  A
 QM0771  ELLP ORDER  -  THIRD     CLASS I
 QM0771
 QM0771.This mark is at Eagle River Union Airport (EGV)
 QM0771
 QM0771.The horizontal coordinates were established by GPS observations
 QM0771.and adjusted by the National Geodetic Survey in April 1999..
 QM0771
 QM0771.The orthometric height was determined by GPS observations and a
 QM0771.high-resolution geoid model.
 QM0771
 QM0771.GPS derived orthometric heights for airport stations designated as
 QM0771.PACS or SACS are published to 2 decimal places.  This maintains
 QM0771.centimeter relative accuracy between the PACS and SACS.  It does
 QM0771.not indicate centimeter accuracy relative to other marks which are
 QM0771.part of the NAVD 88 network.
 QM0771
 QM0771.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0771
 QM0771.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0771
 QM0771.The ellipsoidal height was determined by GPS observations
 QM0771.and is referenced to NAD 83.
 QM0771
 QM0771.The geoid height was determined by GEOID03.
 QM0771
 QM0771;                    North         East     Units Scale Factor Converg.
 QM0771;SPC WI N     -    86,068.083   657,335.317   MT  0.99995330   +0 32 00.1
 QM0771;SPC WI N     -   282,375.04  2,156,607.62   sFT  0.99995330   +0 32 00.1
 QM0771;UTM  16      - 5,089,716.064   324,763.777   MT  0.99997752   -1 37 29.6
 QM0771
 QM0771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0771!SPC WI N     -   0.99992668  x   0.99995330  =   0.99987999
 QM0771!UTM  16      -   0.99992668  x   0.99997752  =   0.99990421
 QM0771
 QM0771:                Primary Azimuth Mark                     Grid Az
 QM0771:SPC WI N     -  EAGLE RIVER GPS AZ MK                    204 12 14.7
 QM0771:UTM  16      -  EAGLE RIVER GPS AZ MK                    206 21 44.4
 QM0771
 QM0771|---------------------------------------------------------------------|
 QM0771| PID    Reference Object                     Distance      Geod. Az  |
 QM0771|                                                           dddmmss.s |
 QM0771| QM0779 EAGLE RIVER GPS AZ MK               APPROX. 0.5 KM 2044414.8 |
 QM0771|---------------------------------------------------------------------|
 QM0771
 QM0771                          SUPERSEDED SURVEY CONTROL
 QM0771
 QM0771  NAD 83(1991)-  45 56 19.14384(N)    089 15 38.19640(W) AD(       ) B
 QM0771  ELLIP H (06/11/91)  467.64   (m)                       GP(       ) 4 1
 QM0771  NGVD 29 (06/11/91)  499.3    (m)         1638.     (f) GPS OBS        
 QM0771
 QM0771.Superseded values are not recommended for survey control.
 QM0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0771.See file dsdata.txt to determine how the superseded data were derived.
 QM0771
 QM0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR2476489716(NAD 83)
 QM0771_MARKER: DH = HORIZONTAL CONTROL DISK
 QM0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0771_SP_SET: CONCRETE POST
 QM0771_STAMPING: EAGLE RIVER GPS 1989
 QM0771_MARK LOGO: NGS   
 QM0771_PROJECTION: FLUSH
 QM0771_MAGNETIC: N = NO MAGNETIC MATERIAL
 QM0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0771+STABILITY: SURFACE MOTION
 QM0771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QM0771+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2005
 QM0771
 QM0771  HISTORY     - Date     Condition        Report By
 QM0771  HISTORY     - 1989     MONUMENTED       WIDT
 QM0771  HISTORY     - 19900718 GOOD
 QM0771  HISTORY     - 19900813 GOOD
 QM0771  HISTORY     - 19910611 GOOD             USFS
 QM0771  HISTORY     - 19960620 GOOD             USPSQD
 QM0771  HISTORY     - 19971114 GOOD             NGS
 QM0771  HISTORY     - 20010619 GOOD             USPSQD
 QM0771  HISTORY     - 20051005 GOOD             WIDT
 QM0771  HISTORY     - 20051006 GOOD             WIDT
 QM0771
 QM0771                          STATION DESCRIPTION
 QM0771
 QM0771'DESCRIBED BY WI DEPT OF TRANSP 1989
 QM0771'THE STATION IS LOCATED ABOUT 2.9 KM (1.80 MI) NORTH NORTHWEST OF EAGLE
 QM0771'RIVER, 32.3 KM (20.05 MI) NORTH NORTHEAST OF RHINELANDER, 14.53 KM
 QM0771'(9.05 MI) SOUTH OF CONOVER.  OWNERSHIP--EAGLE RIVER AIRPORT, AIRPORT
 QM0771'MANAGER RICHARD WILLIAMS, AIRPORT PH. 715-479-7533, HOME PH.
 QM0771'715-479-7422.
 QM0771'THE STATION IS LOCATED AT THE EAGLE RIVER AIRPORT.  TO REACH FROM THE
 QM0771'INTERSECTION OF U.S. HIGHWAY 45 AND STATE HIGHWAY 17 IN EAGLE RIVER,
 QM0771'GO NORTH FOR 1.94 KM (1.20 MI) ON U.S. HIGHWAY 45 TO AIRPORT ROAD.
 QM0771'TURN LEFT AND GO WEST FOR 0.16 KM (0.10 MI) ON AIRPORT ROAD TO ADAMS
 QM0771'ROAD.  TURN RIGHT AND GO NORTH FOR 0.97 KM (0.60 MI) ON ADAMS ROAD TO
 QM0771'DYER FARM ROAD.  TURN LEFT AND GO WEST FOR 0.08 KM (0.05 MI) ON DYER
 QM0771'FARM ROAD TO A DIRT ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH FOR 0.08
 QM0771'KM (0.05 MI) ON THE DIRT ROAD TO THE STATION ON THE LEFT.
 QM0771'STATION IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED --EAGLE
 QM0771'RIVER GPS 1989--, SET INTO THE TOP OF A 40 CM DIAMETER CONCRETE
 QM0771'MONUMENT SET FLUSH WITH THE GROUND.  LOCATED 0.91 M (3.0 FT) EAST FROM
 QM0771'A CARSONITE WITNESS POST, 0.84 M (2.8 FT) NORTH FROM A CARSONITE
 QM0771'WITNESS POST, 9.6 M (31.5 FT) EAST FROM THE CENTER-LINE OF DIRT ROAD,
 QM0771'35 M (114.8 FT) SOUTH-SOUTHWEST FROM A 1.2 M (3.9 FT) HIGH WOODEN
 QM0771'POST.
 QM0771
 QM0771                          STATION RECOVERY (1990)
 QM0771
 QM0771'RECOVERED 1990
 QM0771'RECOVERED IN GOOD CONDITION.
 QM0771
 QM0771                          STATION RECOVERY (1990)
 QM0771
 QM0771'RECOVERED 1990
 QM0771'RECOVERED IN GOOD CONDITION.
 QM0771
 QM0771                          STATION RECOVERY (1991)
 QM0771
 QM0771'RECOVERY NOTE BY US FOREST SERVICE 1991
 QM0771'DESCRIBED BY WI DEPT OF TRANSP 1989 THE STATION IS LOCATED ABOUT 2.9
 QM0771'KM (1.80 MI) NORTH NORTHWEST OF EAGLE RIVER, 32.3 KM (20.05 MI) NORTH
 QM0771'NORTHEAST OF RHINELANDER, 14.53 KM (9.00 MI) SOUTH OF CONOVER.
 QM0771'OWNERSHIP--EAGLE RIVER AIRPORT, AIRPORT MANAGER RICHARD WILLIAMS,
 QM0771'AIRPORT PH. 715-479-7533, HOME PH. 715-479-7422. THE STATION IS
 QM0771'LOCATED AT THE EAGLE RIVER AIRPORT.  TO REACH FROM THE INTERSECTION
 QM0771'OF U.S. HIGHWAY 45 AND STATE HIGHWAY 17 IN EAGLE RIVER, GO NORTH FOR
 QM0771'1.94 KM (1.20 MI) ON U.S. HIGHWAY 45 TO AIRPORT ROAD.  TURN LEFT AND
 QM0771'GO WEST FOR 0.16 IMON AIRPORT ROAD TO ADAMS ROAD.  TURN RIGHT AND GO
 QM0771'NORTH FOR 0.97 KM (0.60 MI) ON ADAMS ROAD TO DYER FARM ROAD.  TURN
 QM0771'LEFT AND GO WEST FOR 0.08 KM (0.05 MI) ON DRYER FARM ROAD TO A DIRT
 QM0771'ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH FOR 0.08 KM (0.05 MI) ON
 QM0771'THE DIRT ROAD TO THE STATION ON THE LEFT.  STATION IS A STANDARD NGS
 QM0771'HORIZONTAL CONTROL DISK STAMPED--EAGLE RIVER GPS 1989--,SET INTO THE
 QM0771'TOP OF A 40 CM DIAMETER CONCRETE MONUMENT SET FLUSH WITH TH GROUND.
 QM0771'LOCATED 0.91 M (2.99 FT) EAST FROM A CARSONITE WITNESS POST, 0.84 M
 QM0771'(2.76 FT) NORTH FROM A CARSONITE WITHNESS POST, 9.6 M (31.5 FT) EAST
 QM0771'FROM THE CENTER-LINE OF DIRT ROAD, 35 M (114.8 FT) SOUTH-SOUTHWEST
 QM0771'FROM A 1.2 M (3.9 FT) HIGH WOODEN POST.
 QM0771
 QM0771                          STATION RECOVERY (1996)
 QM0771
 QM0771'RECOVERY NOTE BY US POWER SQUADRON 1996
 QM0771'RECOVERED IN GOOD CONDITION.
 QM0771
 QM0771                          STATION RECOVERY (1997)
 QM0771
 QM0771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 QM0771'THIS STATION IS THE PRIMARY AIRPORT CONTROL (PAC) STATION FOR THE
 QM0771'EAGLE RIVER UNION (EGV) AIRPORT.  THE STATION IS LOCATED ON THE
 QM0771'NORTHWEST EDGE OF EAGLE RIVER NEAR THE NORTHEAST END OF THE AIRFIELD.
 QM0771'OWNERSHIP--EAGLE RIVER AIRPORT, RICHARD WILLIAMS MANAGER, 1828
 QM0771'WILDERNESS TRAIL, EAGLE RIVER WI.  54521, PHONE (715) 479-7442. TO
 QM0771'REACH FROM THE JUNCTION OF U.S HIGHWAY 45 AND STATE HIGHWAY 70 IN
 QM0771'EAGLE RIVER, GO NORTH ON U.S HIGHWAY 45 FOR 1.93 KM (1.20 MI) TO
 QM0771'AIRPORT ROAD, TURN LEFT AND GO WEST ON AIRPORT ROAD FOR 0.21 KM (0.15
 QM0771'MI) TO ADAMS ROAD, TURN RIGHT AND PROCEED NORTH ON ADAMS ROAD FOR 0.94
 QM0771'KM (0.60 MI) TO DYER FARM ROAD, TURN LEFT AND GO SOUTHWEST ON DYER
 QM0771'FARM ROAD FOR 0.06 KM (0.05 MI) TO A DIRT ROAD, TURN LEFT AND GO SOUTH
 QM0771'ON THE DIRT ROAD FOR 0.06 KM (0.05 MI) TO THE STATION ON THE LEFT.
 QM0771'THE STATION IS A NGS HORIZONTAL DISK IN TOP OF A CONCRETE POST FLUSH
 QM0771'WITH THE GROUND SURFACE.  IT IS, 9.6 M (31.5 FT) EAST OF THE CENTER OF
 QM0771'THE DIRT ROAD, 0.9 M (3.0 FT) EAST OF A WITNESS POST, 0.8 M (2.6 FT)
 QM0771'NORTH OF A WITNESS POST, AND LEVEL WITH THE ROAD.
 QM0771
 QM0771                          STATION RECOVERY (2001)
 QM0771
 QM0771'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 QM0771'RECOVERED IN GOOD CONDITION.
 QM0771
 QM0771                          STATION RECOVERY (2005)
 QM0771
 QM0771'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0771'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 QM0771
 QM0771                          STATION RECOVERY (2005)
 QM0771
 QM0771'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0771'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0779 ***********************************************************************
 QM0779  DESIGNATION -  EAGLE RIVER GPS AZ MK
 QM0779  PID         -  QM0779
 QM0779  STATE/COUNTY-  WI/VILAS
 QM0779  USGS QUAD   -  EAGLE RIVER WEST (1982)
 QM0779
 QM0779                         *CURRENT SURVEY CONTROL
 QM0779  ___________________________________________________________________
 QM0779* NAD 83(1997)-  45 56 03.83153(N)    089 15 48.30885(W)     ADJUSTED  
 QM0779* NAVD 88     -       499.2    (meters)    1638.     (feet)  VERTCON   
 QM0779  ___________________________________________________________________
 QM0779  X           -      57,127.985 (meters)                     COMP
 QM0779  Y           -  -4,443,520.369 (meters)                     COMP
 QM0779  Z           -   4,560,515.186 (meters)                     COMP
 QM0779  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 QM0779  ELLIP HEIGHT-         467.50  (meters)          (09/30/02) GPS OBS
 QM0779  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 QM0779
 QM0779  HORZ ORDER  -  FIRST
 QM0779  ELLP ORDER  -  FOURTH    CLASS I
 QM0779
 QM0779.This mark is at Eagle River Union Airport (EGV)
 QM0779
 QM0779.The horizontal coordinates were established by GPS observations
 QM0779.and adjusted by the National Geodetic Survey in September 2002..
 QM0779
 QM0779.The NAVD 88 height was computed by applying the VERTCON shift value to
 QM0779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QM0779
 QM0779.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0779
 QM0779.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0779
 QM0779.The ellipsoidal height was determined by GPS observations
 QM0779.and is referenced to NAD 83.
 QM0779
 QM0779.The geoid height was determined by GEOID03.
 QM0779
 QM0779;                    North         East     Units Scale Factor Converg.
 QM0779;SPC WI N     -    85,593.320   657,121.910   MT  0.99995360   +0 31 52.9
 QM0779;SPC WI N     -   280,817.42  2,155,907.47   sFT  0.99995360   +0 31 52.9
 QM0779;UTM  16      - 5,089,249.663   324,532.636   MT  0.99997852   -1 37 36.4
 QM0779
 QM0779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0779!SPC WI N     -   0.99992672  x   0.99995360  =   0.99988032
 QM0779!UTM  16      -   0.99992672  x   0.99997852  =   0.99990524
 QM0779
 QM0779:                Primary Azimuth Mark                     Grid Az
 QM0779:SPC WI N     -  EAGLE RIVER GPS                          024 12 14.6
 QM0779:UTM  16      -  EAGLE RIVER GPS                          026 21 43.9
 QM0779
 QM0779|---------------------------------------------------------------------|
 QM0779| PID    Reference Object                     Distance      Geod. Az  |
 QM0779|                                                           dddmmss.s |
 QM0779| QM0771 EAGLE RIVER GPS                     APPROX. 0.5 KM 0244407.5 |
 QM0779|---------------------------------------------------------------------|
 QM0779
 QM0779                          SUPERSEDED SURVEY CONTROL
 QM0779
 QM0779  NAD 83(1991)-  45 56 03.83116(N)    089 15 48.30778(W) AD(       ) 1
 QM0779  ELLIP H (08/19/91)  467.44   (m)                       GP(       ) 4 1
 QM0779  NGVD 29 (08/19/91)  499.1    (m)         1637.     (f) GPS OBS        
 QM0779
 QM0779.Superseded values are not recommended for survey control.
 QM0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0779.See file dsdata.txt to determine how the superseded data were derived.
 QM0779
 QM0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR2453389250(NAD 83)
 QM0779_MARKER: DZ = AZIMUTH MARK DISK
 QM0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0779_SP_SET: CONCRETE POST
 QM0779_STAMPING: EAGLE RIVER GPS 1989
 QM0779_MARK LOGO: NGS   
 QM0779_MAGNETIC: N = NO MAGNETIC MATERIAL
 QM0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0779+STABILITY: SURFACE MOTION
 QM0779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QM0779+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2005
 QM0779
 QM0779  HISTORY     - Date     Condition        Report By
 QM0779  HISTORY     - 1989     MONUMENTED       WIDT
 QM0779  HISTORY     - 19900813 GOOD
 QM0779  HISTORY     - 19960620 GOOD             USPSQD
 QM0779  HISTORY     - 20010619 GOOD             USPSQD
 QM0779  HISTORY     - 20051005 GOOD             WIDT
 QM0779  HISTORY     - 20051006 GOOD             WIDT
 QM0779
 QM0779                          STATION DESCRIPTION
 QM0779
 QM0779'DESCRIBED BY WI DEPT OF TRANSP 1989
 QM0779'THE STATION IS LOCATED AT THE NORTH EDGE OF EAGLE RIVER, AT THE EAGLE
 QM0779'RIVER/UNION MUNICIPAL AIRPORT AND IN THE OPEN FIELD DIRECTLY WEST OF
 QM0779'THE NORTHWEST CORNER OF THE APRON.  OWNERSHIP--CITY OF EAGLE RIVER,
 QM0779'CITY HALL, 217 DIVISION STREET, EAGLE RIVER, WI 54521, PHONE
 QM0779'715-479-7442.  AIRPORT MANAGER IS DICK WILLIAMS, PHONE 715-479-7442.
 QM0779'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 45, 32, 17
 QM0779'AND 70 IN EAGLE RIVER, GO NORTH ON COMBINED HIGHWAYS 45 AND 32 FOR
 QM0779'1.9 KM (1.2 MI) TO THE JUNCTION OF AIRPORT ROAD ON THE LEFT, TURN
 QM0779'LEFT, WEST, ON AIRPORT FOR 0.24 KM (0.15 MI) TO THE INTERSECTION OF
 QM0779'ADAMS ROAD, CONTINUE AHEAD ON AIRPORT ROAD FOR 0.24 KM (0.15 MI) TO A
 QM0779'GATE AND THE APRON, CONTINUE NORTHWEST ACROSS THE APRON TO THE
 QM0779'NORTHWEST CORNER OF THE APRON AND THE STATION ABOUT 30.48 M
 QM0779'(100.00 FT) WEST OF THE NORTHWEST CORNER.
 QM0779'THE STATION IS LOCATED 60.04 M (196.98 FT) NORTHEAST OF THE METAL POST
 QM0779'OF THE WINDSOCK, 58.52 M (191.99 FT) NORTH OF A WIND T, 30.48 M
 QM0779'(100.00 FT) WEST OF THE NORTHWEST CORNER OF THE APRON AND 1.0 M
 QM0779'(3.3 FT) EAST OF A FIBERGLASS WITNESS POST.
 QM0779
 QM0779                          STATION RECOVERY (1990)
 QM0779
 QM0779'RECOVERED 1990
 QM0779'RECOVERED IN GOOD CONDITION.
 QM0779
 QM0779                          STATION RECOVERY (1996)
 QM0779
 QM0779'RECOVERY NOTE BY US POWER SQUADRON 1996
 QM0779'RECOVERED IN GOOD CONDITION.
 QM0779
 QM0779                          STATION RECOVERY (2001)
 QM0779
 QM0779'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 QM0779'RECOVERED IN GOOD CONDITION.
 QM0779
 QM0779                          STATION RECOVERY (2005)
 QM0779
 QM0779'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0779'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 QM0779
 QM0779                          STATION RECOVERY (2005)
 QM0779
 QM0779'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0779'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0664 ***********************************************************************
 QM0664  DESIGNATION -  EAGLE RIVER MUNICIPAL TANK
 QM0664  PID         -  QM0664
 QM0664  STATE/COUNTY-  WI/VILAS
 QM0664  USGS QUAD   -  EAGLE RIVER EAST (1970)
 QM0664
 QM0664                         *CURRENT SURVEY CONTROL
 QM0664  ___________________________________________________________________
 QM0664* NAD 83(1991)-  45 54 59.82450(N)    089 14 39.96550(W)     ADJUSTED  
 QM0664* NAVD 88     -       502.     (meters)    1647.     (feet)  SCALED    
 QM0664  ___________________________________________________________________
 QM0664  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 QM0664  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 QM0664
 QM0664  HORZ ORDER  -  THIRD
 QM0664
 QM0664.The horizontal coordinates were established by classical geodetic methods
 QM0664.and adjusted by the National Geodetic Survey in November 1991..
 QM0664
 QM0664.The orthometric height was scaled from a topographic map.
 QM0664
 QM0664.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0664
 QM0664.The geoid height was determined by GEOID03.
 QM0664
 QM0664;                    North         East     Units Scale Factor Converg.
 QM0664;SPC WI N     -    83,631.115   658,612.895   MT  0.99995491   +0 32 42.2
 QM0664;SPC WI N     -   274,379.75  2,160,799.14   sFT  0.99995491   +0 32 42.2
 QM0664;UTM  16      - 5,087,232.665   325,948.710   MT  0.99997243   -1 36 45.5
 QM0664
 QM0664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0664!SPC WI N     -   0.99992629  x   0.99995491  =   0.99988120
 QM0664!UTM  16      -   0.99992629  x   0.99997243  =   0.99989872
 QM0664
 QM0664                          SUPERSEDED SURVEY CONTROL
 QM0664
 QM0664  NAD 83(1986)-  45 54 59.81957(N)    089 14 39.96190(W) AD(       ) 4
 QM0664  NAD 27      -  45 54 59.98500(N)    089 14 39.48700(W) AD(       ) 3
 QM0664
 QM0664.Superseded values are not recommended for survey control.
 QM0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0664.See file dsdata.txt to determine how the superseded data were derived.
 QM0664
 QM0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR2594987233(NAD 83)
 QM0664_MARKER: 82 = FINIAL
 QM0664
 QM0664  HISTORY     - Date     Condition        Report By
 QM0664  HISTORY     - 1940     FIRST OBSERVED   CGS
 QM0664  HISTORY     - 19950725 MARK NOT FOUND   USPSQD
 QM0664  HISTORY     - 20040403 MARK NOT FOUND   USPSQD
 QM0664
 QM0664                          STATION DESCRIPTION
 QM0664
 QM0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 QM0664'TANK IS LOCATED IN THE CITY OF EAGLE RIVER, ABOUT 0.3 MILE
 QM0664'EAST OF THE BUSINESS SECTION, AND 0.1 MILE NORTH OF U.S.
 QM0664'HIGHWAY 45.  THE POINT LOCATED WAS THE LIGHT GLOBE ON THE
 QM0664'CENTER OF TOP.  TANK IS APPROXIMATELY 160 FEET HIGH.  LOCATED
 QM0664'BY DISTANCE AND DIRECTION FROM TRIANGULATION STATION EAGLE, 1940.
 QM0664
 QM0664                          STATION RECOVERY (1995)
 QM0664
 QM0664'RECOVERY NOTE BY US POWER SQUADRON 1995
 QM0664'MARK NOT FOUND.
 QM0664
 QM0664                          STATION RECOVERY (2004)
 QM0664
 QM0664'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWS)
 QM0664'WATER TOWER IS GONE AND A HOUSE IS LOCATED ON THE LOT. OWNER STATES HE
 QM0664'HAS CHECKED THE ENTIRE LOT FINDS NO METAL WITH A DETECTOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0251 ***********************************************************************
 QM0251  DESIGNATION -  EAGLE RM 1
 QM0251  PID         -  QM0251
 QM0251  STATE/COUNTY-  WI/VILAS
 QM0251  USGS QUAD   -  EAGLE RIVER EAST (1970)
 QM0251
 QM0251                         *CURRENT SURVEY CONTROL
 QM0251  ___________________________________________________________________
 QM0251* NAD 83(1991)-  45 54 59.71213(N)    089 14 38.27558(W)     ADJUSTED  
 QM0251* NAVD 88     -       501.022  (meters)    1643.77   (feet)  ADJUSTED  
 QM0251  ___________________________________________________________________
 QM0251  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 QM0251  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 QM0251  DYNAMIC HT  -         501.002 (meters)    1643.70  (feet)  COMP
 QM0251  MODELED GRAV-     980,559.5   (mgal)                       NAVD 88
 QM0251
 QM0251  HORZ ORDER  -  FIRST
 QM0251  VERT ORDER  -  SECOND    CLASS 0
 QM0251
 QM0251.The horizontal coordinates were established by classical geodetic methods
 QM0251.and adjusted by the National Geodetic Survey in November 1991..
 QM0251
 QM0251.The orthometric height was determined by differential leveling
 QM0251.and adjusted by the National Geodetic Survey in June 1991..
 QM0251
 QM0251.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0251
 QM0251.The geoid height was determined by GEOID03.
 QM0251
 QM0251.The dynamic height is computed by dividing the NAVD 88
 QM0251.geopotential number by the normal gravity value computed on the
 QM0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0251.degrees latitude (g = 980.6199 gals.).
 QM0251
 QM0251.The modeled gravity was interpolated from observed gravity values.
 QM0251
 QM0251;                    North         East     Units Scale Factor Converg.
 QM0251;SPC WI N     -    83,627.992   658,649.343   MT  0.99995491   +0 32 43.4
 QM0251;SPC WI N     -   274,369.50  2,160,918.72   sFT  0.99995491   +0 32 43.4
 QM0251;UTM  16      - 5,087,228.172   325,985.015   MT  0.99997228   -1 36 44.3
 QM0251
 QM0251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0251!SPC WI N     -   0.99992644  x   0.99995491  =   0.99988136
 QM0251!UTM  16      -   0.99992644  x   0.99997228  =   0.99989873
 QM0251
 QM0251:                Primary Azimuth Mark                     Grid Az
 QM0251:SPC WI N     -  EAGLE AZ MK                              114 34 48.8
 QM0251:UTM  16      -  EAGLE AZ MK                              116 44 16.5
 QM0251
 QM0251|---------------------------------------------------------------------|
 QM0251| PID    Reference Object                     Distance      Geod. Az  |
 QM0251|                                                           dddmmss.s |
 QM0251| CJ4881 EAGLE AZ MK                                        1150732.2 |
 QM0251| QM0664 EAGLE RIVER MUNICIPAL TANK           36.582 METERS 27527     |
 QM0251| QM0252 EAGLE RM 2                           42.739 METERS 28234     |
 QM0251| QM0250 EAGLE                                36.024 METERS 34841     |
 QM0251|---------------------------------------------------------------------|
 QM0251
 QM0251                          SUPERSEDED SURVEY CONTROL
 QM0251
 QM0251  NAD 83(1986)-  45 54 59.70732(N)    089 14 38.27203(W) AD(       ) 1
 QM0251  NAD 27      -  45 54 59.87300(N)    089 14 37.79700(W) AD(       ) 1
 QM0251  NGVD 29 (??/??/92)  501.012  (m)         1643.74   (f) ADJ UNCH    2 0
 QM0251
 QM0251.Superseded values are not recommended for survey control.
 QM0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0251.See file dsdata.txt to determine how the superseded data were derived.
 QM0251
 QM0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR2598587228(NAD 83)
 QM0251_MARKER: DR = REFERENCE MARK DISK
 QM0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0251_STAMPING: EAGLE R M 1 1940
 QM0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0251+STABILITY: SURFACE MOTION
 QM0251
 QM0251  HISTORY     - Date     Condition        Report By
 QM0251  HISTORY     - 1940     MONUMENTED       CGS
 QM0251  HISTORY     - 1948     GOOD             NGS
 QM0251  HISTORY     - 1954     GOOD             CGS
 QM0251  HISTORY     - 19950725 MARK NOT FOUND   USPSQD
 QM0251  HISTORY     - 20010619 MARK NOT FOUND   USPSQD
 QM0251  HISTORY     - 20040403 MARK NOT FOUND   USPSQD
 QM0251  HISTORY     - 20051003 MARK NOT FOUND   WIDT
 QM0251
 QM0251                          STATION DESCRIPTION
 QM0251
 QM0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 QM0251'STATION EAGLE IS LOCATED IN THE EAST SIDE OF THE CITY OF
 QM0251'EAGLE RIVER, IN THE NORTHEAST CORNER OF THE LOT IN WHICH
 QM0251'THE CITY WATER TANK IS LOCATED.
 QM0251'
 QM0251'REFERENCE MARK NO. 1 IS SOUTH BY EAST OF STATION EAGLE, 4 FEET
 QM0251'WEST OF THE NORTH-AND-SOUTH FENCE, AND
 QM0251'74.2 FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER OF WATER
 QM0251'CONTROL HOUSE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 QM0251'STAMPED EAGLE, NO. 1, 1940.
 QM0251
 QM0251                          STATION RECOVERY (1948)
 QM0251
 QM0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 QM0251'AT EAGLE RIVER.
 QM0251'AT EAGLE RIVER, IN THE EAST PART OF TOWN, EAST OF THE CITY
 QM0251'WATER TOWER, 118 FEET SOUTH-SOUTHEAST OF THE STATION MARK, 73
 QM0251'FEET EAST-NORTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE
 QM0251'FOUNDATION OF A WATER-WORKS BUILDING, 102 FEET NORTH OF THE
 QM0251'CENTER LINE OF AN EAST-WEST STREET, 45 FEET EAST OF THE
 QM0251'CENTER LINE OF A NORTH-SOUTH STREET, 2 FEET EAST OF A WHITE
 QM0251'WOODEN WITNESS POST AND SET IN THE TOP OF A CONCRETE POST
 QM0251'PROJECTING 2 INCHES.
 QM0251
 QM0251                          STATION RECOVERY (1954)
 QM0251
 QM0251'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QM0251'THE STATION, REFERENCE MARKS WERE RECOVERED AND FOUND IN
 QM0251'GOOD CONDITION.
 QM0251'
 QM0251'DUE TO A LAWN FILL THE STATION MARK IS NOW 8 INCHES BELOW THE
 QM0251'SURFACE.
 QM0251'
 QM0251'A BUILDING HAS BEEN BUILT 5 FEET WEST OF THE STATION MARK.  THEREFORE
 QM0251'A LIGHT-STAND WAS BUILT ECCENTRIC OVER REFERENCE MARK NO 1 1940.
 QM0251'
 QM0251'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 45, 32, 17, AND
 QM0251'70 IN EAGLE RIVER, GO SOUTHEAST ON THE MAIN STREET AND STATE
 QM0251'HIGHWAY 70 FOR 0.3 MILE.  HERE TURN LEFT (NORTH) FOR 0.15
 QM0251'MILE TO THE EAGLE RIVER MUNICIPAL WATER TANK AND THE STATION
 QM0251'SITE.
 QM0251'
 QM0251'THIS STATION WAS NOT OCCUPIED AT THIS TIME.
 QM0251
 QM0251                          STATION RECOVERY (1995)
 QM0251
 QM0251'RECOVERY NOTE BY US POWER SQUADRON 1995
 QM0251'MARK NOT FOUND.
 QM0251
 QM0251                          STATION RECOVERY (2001)
 QM0251
 QM0251'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 QM0251'MARK NOT FOUND.
 QM0251
 QM0251                          STATION RECOVERY (2004)
 QM0251
 QM0251'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWS)
 QM0251'WATER TOWER IS GONE AND A HOUSE IS LOCATED ON THE LOT. OWNER STATES HE
 QM0251'HAS CHECKED THE ENTIRE LOT FINDS NO METAL WITH A DETECTOR.
 QM0251
 QM0251                          STATION RECOVERY (2005)
 QM0251
 QM0251'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0251'MARK NOT FOUND. ADD-SEARCHED AREA 1.5 M EAST OF THE HOUSE BUT
 QM0251'RECOVERED NO EVIDENCE OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0252 ***********************************************************************
 QM0252  DESIGNATION -  EAGLE RM 2
 QM0252  PID         -  QM0252
 QM0252  STATE/COUNTY-  WI/VILAS
 QM0252  USGS QUAD   -  EAGLE RIVER EAST (1970)
 QM0252
 QM0252                         *CURRENT SURVEY CONTROL
 QM0252  ___________________________________________________________________
 QM0252* NAD 83(1986)-  45 55 01.     (N)    089 14 38.     (W)     SCALED    
 QM0252* NAVD 88     -       501.612  (meters)    1645.71   (feet)  ADJUSTED  
 QM0252  ___________________________________________________________________
 QM0252  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 QM0252  DYNAMIC HT  -         501.592 (meters)    1645.64  (feet)  COMP
 QM0252  MODELED GRAV-     980,559.7   (mgal)                       NAVD 88
 QM0252
 QM0252  VERT ORDER  -  SECOND    CLASS 0
 QM0252
 QM0252.The horizontal coordinates were scaled from a topographic map and have
 QM0252.an estimated accuracy of +/- 6 seconds.
 QM0252
 QM0252.The orthometric height was determined by differential leveling
 QM0252.and adjusted by the National Geodetic Survey in June 1991..
 QM0252
 QM0252.The geoid height was determined by GEOID03.
 QM0252
 QM0252.The dynamic height is computed by dividing the NAVD 88
 QM0252.geopotential number by the normal gravity value computed on the
 QM0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0252.degrees latitude (g = 980.6199 gals.).
 QM0252
 QM0252.The modeled gravity was interpolated from observed gravity values.
 QM0252
 QM0252;                    North         East    Units  Estimated Accuracy
 QM0252;SPC WI N     -    83,670.      658,660.      MT  (+/- 180 meters Scaled)
 QM0252
 QM0252                          SUPERSEDED SURVEY CONTROL
 QM0252
 QM0252  NGVD 29 (??/??/92)  501.603  (m)         1645.68   (f) ADJ UNCH    2 0
 QM0252
 QM0252.Superseded values are not recommended for survey control.
 QM0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0252.See file dsdata.txt to determine how the superseded data were derived.
 QM0252
 QM0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR259872(NAD 83)
 QM0252_MARKER: DR = REFERENCE MARK DISK
 QM0252_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QM0252_SP_SET: WATER TOWER LEG BASE
 QM0252_STAMPING: EAGLE R M 2 1940
 QM0252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0252
 QM0252  HISTORY     - Date     Condition        Report By
 QM0252  HISTORY     - 1940     MONUMENTED       CGS
 QM0252  HISTORY     - 1948     GOOD             NGS
 QM0252  HISTORY     - 19950725 MARK NOT FOUND   USPSQD
 QM0252  HISTORY     - 20040403 MARK NOT FOUND   USPSQD
 QM0252  HISTORY     - 20051003 MARK NOT FOUND   WIDT
 QM0252
 QM0252                          STATION DESCRIPTION
 QM0252
 QM0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 QM0252'AT EAGLE RIVER.
 QM0252'AT EAGLE RIVER, IN THE EAST PART OF TOWN, SET IN THE TOP OF THE
 QM0252'NORTH CORNER OF THE CONCRETE BASE FOR THE NORTH WEST LEG OF THE
 QM0252'CITY WATER TOWER, 142.5 FEET SOUTHWEST OF THE STATION MARK AND
 QM0252'0.6 FOOT ABOVE THE GROUND.
 QM0252
 QM0252                          STATION RECOVERY (1995)
 QM0252
 QM0252'RECOVERY NOTE BY US POWER SQUADRON 1995
 QM0252'MARK NOT FOUND.
 QM0252
 QM0252                          STATION RECOVERY (2004)
 QM0252
 QM0252'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWS)
 QM0252'WATER TOWER IS GONE AND A HOUSE IS LOCATED ON THE LOT. OWNER STATES HE
 QM0252'HAS CHECKED THE ENTIRE LOT FINDS NO METAL WITH A DETECTOR.
 QM0252
 QM0252                          STATION RECOVERY (2005)
 QM0252
 QM0252'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0252'MARK NOT FOUND. ADD-THE WATER TOWER WAS TORN DOWN YEARS AGO ALONG WITH
 QM0252'CONCRETE BASES, THE AREA HAS BEEN REGRADED AND HOUSES NOW OCCUPY THIS
 QM0252'AREA, NO EVIDENCE OF THE STATION WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4863 ***********************************************************************
 DG4863  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4863  DESIGNATION -  EAGLE S GPS
 DG4863  PID         -  DG4863
 DG4863  STATE/COUNTY-  WI/WAUKESHA
 DG4863  USGS QUAD   -  EAST TROY (1994)
 DG4863
 DG4863                         *CURRENT SURVEY CONTROL
 DG4863  ___________________________________________________________________
 DG4863* NAD 83(1997)-  42 51 27.27150(N)    088 29 21.06886(W)     ADJUSTED  
 DG4863* NAVD 88     -       281.41   (meters)     923.3    (feet)  GPS OBS   
 DG4863  ___________________________________________________________________
 DG4863  X           -     123,467.878 (meters)                     COMP
 DG4863  Y           -  -4,681,282.876 (meters)                     COMP
 DG4863  Z           -   4,316,084.933 (meters)                     COMP
 DG4863  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 DG4863  ELLIP HEIGHT-         247.22  (meters)          (04/02/04) GPS OBS
 DG4863  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 DG4863
 DG4863  HORZ ORDER  -  FIRST
 DG4863  ELLP ORDER  -  FOURTH    CLASS I
 DG4863
 DG4863.The horizontal coordinates were established by GPS observations
 DG4863.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4863
 DG4863.The orthometric height was determined by GPS observations and a
 DG4863.high-resolution geoid model using precise GPS observation and
 DG4863.processing techniques.
 DG4863
 DG4863.Photographs are available for this station.
 DG4863
 DG4863.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4863
 DG4863.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4863
 DG4863.The ellipsoidal height was determined by GPS observations
 DG4863.and is referenced to NAD 83.
 DG4863
 DG4863.The geoid height was determined by GEOID03.
 DG4863
 DG4863;                    North         East     Units Scale Factor Converg.
 DG4863;SPC WI S     -    96,387.438   723,467.847   MT  0.99997727   +1 02 17.1
 DG4863;SPC WI S     -   316,231.12  2,373,577.43   sFT  0.99997727   +1 02 17.1
 DG4863;UTM  16      - 4,746,074.523   378,337.896   MT  0.99978210   -1 00 46.9
 DG4863
 DG4863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4863!SPC WI S     -   0.99996123  x   0.99997727  =   0.99993850
 DG4863!UTM  16      -   0.99996123  x   0.99978210  =   0.99974334
 DG4863
 DG4863                          SUPERSEDED SURVEY CONTROL
 DG4863
 DG4863.No superseded survey control is available for this station.
 DG4863
 DG4863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7833846075(NAD 83)
 DG4863_MARKER: DD = SURVEY DISK
 DG4863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4863_STAMPING: EAGLE S GPS 2002
 DG4863_MARK LOGO: WIDT  
 DG4863_PROJECTION: FLUSH
 DG4863_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4863+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4863
 DG4863  HISTORY     - Date     Condition        Report By
 DG4863  HISTORY     - 2001     MONUMENTED       WIDT
 DG4863
 DG4863                          STATION DESCRIPTION
 DG4863
 DG4863'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4863'THE STATION IS LOCATED ABOUT 24 KM SOUTH-SOUTHWEST OF DELAFIELD, 23 KM
 DG4863'EAST-NORTHEAST OF WHITEWATER AND 13 KM WEST OF MUKWONAGO.
 DG4863'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DG4863'STATION FROM THE JUNCTION OF STATE HIGHWAY 59 WITH STATE HIGHWAY 67 IN
 DG4863'THE VILLAGE OF EAGLE, GO SOUTH ON STATE HIGHWAY 67 FOR 2.9 KM TO
 DG4863'COUNTY HIGHWAY LO AND THE STATION ON THE LEFT.  THE STATION IS A
 DG4863'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DG4863'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A
 DG4863'DEPTH OF 1.5 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DG4863'IS 27.5 M SOUTH-SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 67, 33.4
 DG4863'M EAST OF WOOD POST FOR A --STOP AND TRAFFIC DOES NOT STOP ON STATE
 DG4863'HIGHWAY 67-- SIGN , 32.4 M NORTHEAST OF THE CENTERLINE OF COUNTY
 DG4863'HIGHWAY LO, AND 27.4 M SOUTHWEST OF THE NORTHEAST WOOD POST FOR A
 DG4863'--ROYAL ANGUS FARMS-- SIGN.  ---NOTE---THE STATION IS NORTHWEST,
 DG4863'NORTHEAST AND SOUTH OF THREE ORANGE 4X4 PLASTIC WITNESS POSTS.
 DG4863'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DG4863'THAN 15 DEGREES ABOVE THE HORIZON.
 DG4863' 
 DG4863'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4239 ***********************************************************************
 DG4239  DESIGNATION -  EAGLE SCHOOL GPS
 DG4239  PID         -  DG4239
 DG4239  STATE/COUNTY-  WI/DANE
 DG4239  USGS QUAD   -  WAUNAKEE (1983)
 DG4239
 DG4239                         *CURRENT SURVEY CONTROL
 DG4239  ___________________________________________________________________
 DG4239* NAD 83(1997)-  43 09 46.71476(N)    089 23 21.86405(W)     ADJUSTED  
 DG4239* NAVD 88     -       292.9    (meters)     961.     (feet)  GPS OBS   
 DG4239  ___________________________________________________________________
 DG4239  X           -      49,657.647 (meters)                     COMP
 DG4239  Y           -  -4,659,510.300 (meters)                     COMP
 DG4239  Z           -   4,340,902.661 (meters)                     COMP
 DG4239  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 DG4239  ELLIP HEIGHT-         258.42  (meters)          (01/28/04) GPS OBS
 DG4239  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 DG4239
 DG4239  HORZ ORDER  -  FIRST
 DG4239  ELLP ORDER  -  THIRD     CLASS II
 DG4239
 DG4239.The horizontal coordinates were established by GPS observations
 DG4239.and adjusted by the TERRASURV in January 2004..
 DG4239
 DG4239.The orthometric height was determined by GPS observations and a
 DG4239.high-resolution geoid model.
 DG4239
 DG4239.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4239
 DG4239.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4239
 DG4239.The ellipsoidal height was determined by GPS observations
 DG4239.and is referenced to NAD 83.
 DG4239
 DG4239.The geoid height was determined by GEOID03.
 DG4239
 DG4239;                    North         East     Units Scale Factor Converg.
 DG4239;SPC WI S     -   129,377.122   649,653.212   MT  0.99994115   +0 25 10.3
 DG4239;SPC WI S     -   424,464.77  2,131,403.91   sFT  0.99994115   +0 25 10.3
 DG4239;UTM  16      - 4,781,684.843   305,755.230   MT  1.00006417   -1 38 06.2
 DG4239
 DG4239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4239!SPC WI S     -   0.99995948  x   0.99994115  =   0.99990063
 DG4239!UTM  16      -   0.99995948  x   1.00006417  =   1.00002364
 DG4239
 DG4239                          SUPERSEDED SURVEY CONTROL
 DG4239
 DG4239.No superseded survey control is available for this station.
 DG4239
 DG4239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0575581685(NAD 83)
 DG4239_MARKER: F = FLANGE-ENCASED ROD
 DG4239_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG4239+WITH SETTING: INFORMATION.
 DG4239_STAMPING: EAGLE SCHOOL GPS
 DG4239_MARK LOGO: AYRES 
 DG4239_PROJECTION: FLUSH
 DG4239_MAGNETIC: I = MARKER IS A STEEL ROD
 DG4239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4239+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2002
 DG4239_ROD/PIPE-DEPTH:  2.4 meters
 DG4239_SLEEVE-DEPTH  :  0.9 meters
 DG4239
 DG4239  HISTORY     - Date     Condition        Report By
 DG4239  HISTORY     - 20021017 MONUMENTED       AYRES
 DG4239
 DG4239                          STATION DESCRIPTION
 DG4239
 DG4239'DESCRIBED BY AYRES ASSOCIATES 2002 (CMS)
 DG4239'TO REACH THE STATION FROM THE INTERSECTION OF SOUTH 113 AND CR M,
 DG4239'TRAVEL NORTH ON
 DG4239'SOUTH 113 FOR 0.6 KM (0.4 MI) TO THE INTERSECTION OF WEST RIVER ROAD.
 DG4239'TRAVEL EAST ON WEST
 DG4239'RIVER FOR 1.5 KM (0.95 MI) TO THE MADISON COUNTRY DAY SCHOOL AND THE
 DG4239'STATION LOCATED IN
 DG4239'THE SOUTHEASTERLY QUADRANT OF WEST RIVER ROAD AND THE ENTRANCE TO THE
 DG4239'SCHOOL.
 DG4239'STATION IS APPROXIMATELY 11.9 M (39 FT) SOUTHEAST OF THE CENTERLINE OF
 DG4239'THE ROADWAY, 10.1
 DG4239'M (33 FT), SOUTHWESTER OF THE CENTERLINE OF THE DRIVEWAY TO THE
 DG4239'PARKING LOT OF THE
 DG4239'SCHOOL AND 1.5 M (5 FT) NORTHWEST OF THE SCHOOL SIGN.  STATION IS
 DG4239'STAMPED EAGLE SCHOOL
 DG4239'GPS ON THE ACCESS COVER.
 DG4239' 
 DG4239' 
 DG4239'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1024 ***********************************************************************
 NH1024  DESIGNATION -  EAGLE ST THERESA CATH CH SPIRE
 NH1024  PID         -  NH1024
 NH1024  STATE/COUNTY-  WI/WAUKESHA
 NH1024  USGS QUAD   -  EAGLE (1976)
 NH1024
 NH1024                         *CURRENT SURVEY CONTROL
 NH1024  ___________________________________________________________________
 NH1024* NAD 83(1991)-  42 52 47.54740(N)    088 28 31.28737(W)     ADJUSTED  
 NH1024* NAVD 88     -                                                        
 NH1024  ___________________________________________________________________
 NH1024  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 NH1024  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 NH1024
 NH1024  HORZ ORDER  -  THIRD
 NH1024
 NH1024.The horizontal coordinates were established by classical geodetic methods
 NH1024.and adjusted by the National Geodetic Survey in November 1991..
 NH1024
 NH1024
 NH1024.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1024
 NH1024.The geoid height was determined by GEOID03.
 NH1024
 NH1024;                    North         East     Units Scale Factor Converg.
 NH1024;SPC WI S     -    98,884.716   724,552.510   MT  0.99997368   +1 02 51.3
 NH1024;SPC WI S     -   324,424.27  2,377,136.03   sFT  0.99997368   +1 02 51.3
 NH1024;UTM  16      - 4,748,530.895   379,511.027   MT  0.99977860   -1 00 14.6
 NH1024
 NH1024                          SUPERSEDED SURVEY CONTROL
 NH1024
 NH1024  NAD 83(1986)-  42 52 47.54095(N)    088 28 31.29547(W) AD(       ) 4
 NH1024  NAD 27      -  42 52 47.49900(N)    088 28 30.94300(W) AD(       ) 3
 NH1024
 NH1024.Superseded values are not recommended for survey control.
 NH1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1024.See file dsdata.txt to determine how the superseded data were derived.
 NH1024
 NH1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7951148531(NAD 83)
 NH1024_MARKER: 90 = CHURCH SPIRE
 NH1024
 NH1024  HISTORY     - Date     Condition        Report By
 NH1024  HISTORY     - 1957     FIRST OBSERVED   CGS
 NH1024  HISTORY     - 20021216 GOOD             USPSQD
 NH1024
 NH1024                          STATION DESCRIPTION
 NH1024
 NH1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1024'THE STATION IS THE FINIAL ON TOP OF THE SPIRE OF ST. THERESA
 NH1024'CATHOLIC CHURCH.  IT IS A DARK SHINGLED SPIRE SURMOUNTED
 NH1024'ON A YELLOW BRICK CLOCK TOWER.  IT IS IN THE NORTHWEST EDGE
 NH1024'OF EAGLE, ON THE NORTH SIDE OF STATE HIGHWAY 59 AND 0.05
 NH1024'MILE WEST OF THE JUNCTION OF STATE HIGHWAYS 59 AND 67.  THE
 NH1024'OVERALL HEIGHT IS ABOUT 100 FEET.
 NH1024
 NH1024                          STATION RECOVERY (2002)
 NH1024
 NH1024'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 NH1024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5370 ***********************************************************************
 DH5370  DESIGNATION -  EAGLE W GPS
 DH5370  PID         -  DH5370
 DH5370  STATE/COUNTY-  WI/RICHLAND
 DH5370  USGS QUAD   -  BLUE RIVER (1983)
 DH5370
 DH5370                         *CURRENT SURVEY CONTROL
 DH5370  ___________________________________________________________________
 DH5370* NAD 83(1997)-  43 13 10.59013(N)    090 32 38.78178(W)     ADJUSTED  
 DH5370* NAVD 88     -                                                        
 DH5370  ___________________________________________________________________
 DH5370  X           -     -44,209.171 (meters)                     COMP
 DH5370  Y           -  -4,655,200.559 (meters)                     COMP
 DH5370  Z           -   4,345,435.358 (meters)                     COMP
 DH5370  LAPLACE CORR-          -5.47  (seconds)                    DEFLEC99
 DH5370  ELLIP HEIGHT-         178.78  (meters)          (08/01/05) GPS OBS
 DH5370  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 DH5370
 DH5370  HORZ ORDER  -  FIRST
 DH5370  ELLP ORDER  -  SECOND    CLASS I
 DH5370
 DH5370.The horizontal coordinates were established by GPS observations
 DH5370.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5370
 DH5370
 DH5370.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5370
 DH5370.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5370
 DH5370.The ellipsoidal height was determined by GPS observations
 DH5370.and is referenced to NAD 83.
 DH5370
 DH5370.The geoid height was determined by GEOID03.
 DH5370
 DH5370;                    North         East     Units Scale Factor Converg.
 DH5370;SPC WI S     -   135,630.791   555,794.476   MT  0.99993755   -0 22 25.9
 DH5370;SPC WI S     -   444,982.02  1,823,469.04   sFT  0.99993755   -0 22 25.9
 DH5370;UTM  15      - 4,788,130.759   699,465.379   MT  1.00008945   +1 40 56.4
 DH5370
 DH5370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5370!SPC WI S     -   0.99997196  x   0.99993755  =   0.99990952
 DH5370!UTM  15      -   0.99997196  x   1.00008945  =   1.00006141
 DH5370
 DH5370                          SUPERSEDED SURVEY CONTROL
 DH5370
 DH5370.No superseded survey control is available for this station.
 DH5370
 DH5370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9946588131(NAD 83)
 DH5370_MARKER: DD = SURVEY DISK
 DH5370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5370_STAMPING: EAGLE W GPS 2004
 DH5370_MARK LOGO: WIDT  
 DH5370_PROJECTION: FLUSH
 DH5370_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5370+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5370
 DH5370  HISTORY     - Date     Condition        Report By
 DH5370  HISTORY     - 2003     MONUMENTED       WIDT
 DH5370
 DH5370                          STATION DESCRIPTION
 DH5370
 DH5370'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5370'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH5370'STATION FROM THE  JUNCTION OF STATE HIGHWAY 60 WITH COUNTY HIGHWAY M
 DH5370'ABOUT 2 MI NORTH OF THE VILLAGE OF  BLUE RIVER, GO EAST ON STATE
 DH5370'HIGHWAY 60 FOR 0.7 MI TO THE STATION ON THE RIGHT.  THE  STATION IS A
 DH5370'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DH5370'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT
 DH5370'LEVEL WITH THE  HIGHWAY PAVEMENT.  THE STATION IS 17.6 M SOUTH OF THE
 DH5370'CENTERLINE OF STATE HIGHWAY 60,  46.7 M SOUTHEAST OF POWER POLE
 DH5370'--9-1W-30 7/0--, 36.5 M SOUTHWEST OF POWER POLE 9-1W-30 9/0--,  6.2 M
 DH5370'EAST OF A 4X4 YELLOW PLASTIC --R/W-- POST AND 0.8 M NORTH OF A FENCE.
 DH5370'---NOTE---THIS  STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH5370'THAN 15 DEGREES ABOVE THE  HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4233 ***********************************************************************
 DG4233  DESIGNATION -  EAGLEWOOD GPS
 DG4233  PID         -  DG4233
 DG4233  STATE/COUNTY-  WI/DANE
 DG4233  USGS QUAD   -  MIDDLETON (1983)
 DG4233
 DG4233                         *CURRENT SURVEY CONTROL
 DG4233  ___________________________________________________________________
 DG4233* NAD 83(1997)-  43 02 29.68907(N)    089 32 50.96588(W)     ADJUSTED  
 DG4233* NAVD 88     -       353.1    (meters)    1158.     (feet)  GPS OBS   
 DG4233  ___________________________________________________________________
 DG4233  X           -      36,874.628 (meters)                     COMP
 DG4233  Y           -  -4,668,889.224 (meters)                     COMP
 DG4233  Z           -   4,331,096.633 (meters)                     COMP
 DG4233  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 DG4233  ELLIP HEIGHT-         318.94  (meters)          (01/28/04) GPS OBS
 DG4233  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 DG4233
 DG4233  HORZ ORDER  -  FIRST
 DG4233  ELLP ORDER  -  THIRD     CLASS II
 DG4233
 DG4233.The horizontal coordinates were established by GPS observations
 DG4233.and adjusted by the TERRASURV in January 2004..
 DG4233
 DG4233.The orthometric height was determined by GPS observations and a
 DG4233.high-resolution geoid model.
 DG4233
 DG4233.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4233
 DG4233.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4233
 DG4233.The ellipsoidal height was determined by GPS observations
 DG4233.and is referenced to NAD 83.
 DG4233
 DG4233.The geoid height was determined by GEOID03.
 DG4233
 DG4233;                    North         East     Units Scale Factor Converg.
 DG4233;SPC WI S     -   115,809.640   636,871.225   MT  0.99995214   +0 18 39.3
 DG4233;SPC WI S     -   379,952.13  2,089,468.34   sFT  0.99995214   +0 18 39.3
 DG4233;UTM  16      - 4,768,581.879   292,493.535   MT  1.00012974   -1 44 21.7
 DG4233
 DG4233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4233!SPC WI S     -   0.99994999  x   0.99995214  =   0.99990213
 DG4233!UTM  16      -   0.99994999  x   1.00012974  =   1.00007972
 DG4233
 DG4233                          SUPERSEDED SURVEY CONTROL
 DG4233
 DG4233.No superseded survey control is available for this station.
 DG4233
 DG4233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9249468582(NAD 83)
 DG4233_MARKER: F = FLANGE-ENCASED ROD
 DG4233_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG4233+WITH SETTING: INFORMATION.
 DG4233_STAMPING: EAGLEWOOD GPS
 DG4233_MARK LOGO: AYRES 
 DG4233_PROJECTION: FLUSH
 DG4233_MAGNETIC: I = MARKER IS A STEEL ROD
 DG4233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4233+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 DG4233_ROD/PIPE-DEPTH:  2.4 meters
 DG4233_SLEEVE-DEPTH  :  0.9 meters
 DG4233
 DG4233  HISTORY     - Date     Condition        Report By
 DG4233  HISTORY     - 20021016 MONUMENTED       AYRES
 DG4233
 DG4233                          STATION DESCRIPTION
 DG4233
 DG4233'DESCRIBED BY AYRES ASSOCIATES 2002 (CMS)
 DG4233'TO REACH THE STATION FROM THE INTERSECTION OF US 12 AND 14 AND MINERAL
 DG4233'POINT ROAD,
 DG4233'TRAVEL WEST 0.8 KM (0.5 MI)  ALONG MINERAL POINT ROAD TO THE
 DG4233'INTERSECTION OF CR M. TRAVEL
 DG4233'SOUTH ON CR M FOR 1.6 KM (1.0 MI) TO THE INTERSECTION OF VALLEY VIEW
 DG4233'ROAD. TRAVEL WEST ON
 DG4233'VALLEY VIEW ROAD FOR 0.8 KM (0.5 MI) TO LONE OAK LANE.TRAVEL SOUTH ON
 DG4233'LONE OAK LANE FOR
 DG4233'0.4 KM (0.25 MI) TO THE INTERSECTION OF EAGLEWOOD DRIVE. TRAVEL WEST
 DG4233'ON EAGLEWOOD DRIVE
 DG4233'FOR 0.4 KM (0.25 MI) TO THE INTERSECTION OF REDAN ROAD AND THE STATION
 DG4233'LOCATED IN THE
 DG4233'NORTHEAST QUADRANT OF THE INTERSECTION. THE STATION IS LOCATED IN THE
 DG4233'SOUTHEAST
 DG4233'QUADRANT OF THE NORTH-SOUTH SIDEWALK AND THE EAST-WEST SIDEWALK.
 DG4233'STATION IS
 DG4233'APPROXIMATELY 0.6 M (2 FT) SOUTH OF THE EAST-WEST SIDEWALK AND 2.7 M
 DG4233'(9 FT) WEST OF A FIRE
 DG4233'HYDRANT. STATION IS STAMPED EAGLEWOOD GPS ON THE ACCESS COVER.
 DG4233' 
 DG4233' 
 DG4233' 
 DG4233' 
 DG4233' 
 DG4233'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0100 ***********************************************************************
 QM0100  DESIGNATION -  EARL
 QM0100  PID         -  QM0100
 QM0100  STATE/COUNTY-  WI/OCONTO
 QM0100  USGS QUAD   -  TOWNSEND (1972)
 QM0100
 QM0100                         *CURRENT SURVEY CONTROL
 QM0100  ___________________________________________________________________
 QM0100* NAD 83(1991)-  45 15 10.71602(N)    088 30 37.21312(W)     ADJUSTED  
 QM0100* NAVD 88     -       362.687  (meters)    1189.92   (feet)  ADJUSTED  
 QM0100  ___________________________________________________________________
 QM0100  LAPLACE CORR-          -3.74  (seconds)                    DEFLEC99
 QM0100  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 QM0100  DYNAMIC HT  -         362.647 (meters)    1189.78  (feet)  COMP
 QM0100  MODELED GRAV-     980,497.4   (mgal)                       NAVD 88
 QM0100
 QM0100  HORZ ORDER  -  FIRST
 QM0100  VERT ORDER  -  FIRST     CLASS II
 QM0100
 QM0100.The horizontal coordinates were established by classical geodetic methods
 QM0100.and adjusted by the National Geodetic Survey in November 1991..
 QM0100
 QM0100.The orthometric height was determined by differential leveling
 QM0100.and adjusted by the National Geodetic Survey in June 1991..
 QM0100
 QM0100.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0100
 QM0100.The geoid height was determined by GEOID03.
 QM0100
 QM0100.The dynamic height is computed by dividing the NAVD 88
 QM0100.geopotential number by the normal gravity value computed on the
 QM0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0100.degrees latitude (g = 980.6199 gals.).
 QM0100
 QM0100.The modeled gravity was interpolated from observed gravity values.
 QM0100
 QM0100;                    North         East     Units Scale Factor Converg.
 QM0100;SPC WI C     -   158,824.627   716,926.242   MT  0.99996231   +1 03 03.9
 QM0100;SPC WI C     -   521,077.13  2,352,115.51   sFT  0.99996231   +1 03 03.9
 QM0100;UTM  16      - 5,012,163.034   381,487.429   MT  0.99977269   -1 04 22.1
 QM0100
 QM0100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0100!SPC WI C     -   0.99994870  x   0.99996231  =   0.99991101
 QM0100!UTM  16      -   0.99994870  x   0.99977269  =   0.99972140
 QM0100
 QM0100:                Primary Azimuth Mark                     Grid Az
 QM0100:SPC WI C     -  LAKE                                     035 22 52.4
 QM0100:UTM  16      -  LAKE                                     037 30 18.4
 QM0100
 QM0100|---------------------------------------------------------------------|
 QM0100| PID    Reference Object                     Distance      Geod. Az  |
 QM0100|                                                           dddmmss.s |
 QM0100| QM0099 LAKE                                APPROX. 1.2 KM 0362556.3 |
 QM0100| QM0101 IKEY                                301.228 METERS 18427     |
 QM0100|---------------------------------------------------------------------|
 QM0100
 QM0100                          SUPERSEDED SURVEY CONTROL
 QM0100
 QM0100  NAD 83(1986)-  45 15 10.72380(N)    088 30 37.23334(W) AD(       ) 1
 QM0100  NAD 27      -  45 15 10.83500(N)    088 30 36.85600(W) AD(       ) 1
 QM0100  NGVD 29 (??/??/92)  362.685  (m)         1189.91   (f) ADJ UNCH    1 2
 QM0100
 QM0100.Superseded values are not recommended for survey control.
 QM0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0100.See file dsdata.txt to determine how the superseded data were derived.
 QM0100
 QM0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8148712163(NAD 83)
 QM0100_MARKER: DS = TRIANGULATION STATION DISK
 QM0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0100
 QM0100  HISTORY     - Date     Condition        Report By
 QM0100  HISTORY     - 1921     MONUMENTED       CGS
 QM0100  HISTORY     - 1922     GOOD             NGS
 QM0100  HISTORY     - 1934     GOOD             NGS
 QM0100  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0100
 QM0100                          STATION DESCRIPTION
 QM0100
 QM0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0100'STATION IS ABOUT 3-1/4 MILES S OF LAKEWOOD, 3/8 MILE N OF
 QM0100'MILEPOST G.B. 61, 3.875 METERS (12.715 FEET) W OF THE W
 QM0100'RAIL OF THE CHICAGO AND NORTHWESTERN RAILWAY.
 QM0100'
 QM0100'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 QM0100'DISKS SET IN CONCRETE.
 QM0100
 QM0100                          STATION RECOVERY (1922)
 QM0100
 QM0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 QM0100'3.8 MI S FROM LAKEWOOD.
 QM0100'ABOUT 3-3/4 MILES SOUTH OF LAKEWOOD, 3/8 MILE NORTH OF MILE-POST
 QM0100'G.B.61, 3.875 METERS (12,715 FEET) WEST OF THE WEST RAIL OF THE
 QM0100'C. AND N.W. RY.
 QM0100
 QM0100                          STATION RECOVERY (1934)
 QM0100
 QM0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QM0100'RECOVERED IN GOOD CONDITION.
 QM0100
 QM0100                          STATION RECOVERY (1985)
 QM0100
 QM0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0100'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG9063 ***********************************************************************
 DG9063  DESIGNATION -  EARL
 DG9063  PID         -  DG9063
 DG9063  STATE/COUNTY-  WI/WASHBURN
 DG9063  USGS QUAD   -  TREGO (1982)
 DG9063
 DG9063                         *CURRENT SURVEY CONTROL
 DG9063  ___________________________________________________________________
 DG9063* NAD 83(1997)-  45 54 25.04460(N)    091 45 36.70992(W)     ADJUSTED  
 DG9063* NAVD 88     -       334.8    (meters)    1098.     (feet)  GPS OBS   
 DG9063  ___________________________________________________________________
 DG9063  X           -    -136,564.107 (meters)                     COMP
 DG9063  Y           -  -4,443,868.695 (meters)                     COMP
 DG9063  Z           -   4,558,277.390 (meters)                     COMP
 DG9063  LAPLACE CORR-          -7.85  (seconds)                    DEFLEC99
 DG9063  ELLIP HEIGHT-         306.17  (meters)          (01/24/05) GPS OBS
 DG9063  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 DG9063
 DG9063  HORZ ORDER  -  FIRST
 DG9063  ELLP ORDER  -  FOURTH    CLASS I
 DG9063
 DG9063.The horizontal coordinates were established by GPS observations
 DG9063.and adjusted by the WOOLPERT CONSULTANTS in January 2005..
 DG9063
 DG9063.The orthometric height was determined by GPS observations and a
 DG9063.high-resolution geoid model.
 DG9063
 DG9063.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9063
 DG9063.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9063
 DG9063.The ellipsoidal height was determined by GPS observations
 DG9063.and is referenced to NAD 83.
 DG9063
 DG9063.The geoid height was determined by GEOID03.
 DG9063
 DG9063;                    North         East     Units Scale Factor Converg.
 DG9063;SPC WI N     -    83,791.812   463,438.189   MT  0.99995566   -1 16 11.1
 DG9063;SPC WI N     -   274,906.97  1,520,463.46   sFT  0.99995566   -1 16 11.1
 DG9063;UTM  15      - 5,084,457.127   596,161.358   MT  0.99971368   +0 53 25.8
 DG9063
 DG9063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9063!SPC WI N     -   0.99995200  x   0.99995566  =   0.99990767
 DG9063!UTM  15      -   0.99995200  x   0.99971368  =   0.99966570
 DG9063
 DG9063                          SUPERSEDED SURVEY CONTROL
 DG9063
 DG9063.No superseded survey control is available for this station.
 DG9063
 DG9063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL9616184457(NAD 83)
 DG9063_MARKER: DD = SURVEY DISK
 DG9063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9063_STAMPING: EARL 3548 1999
 DG9063_MARK LOGO: WI-129
 DG9063_PROJECTION: FLUSH
 DG9063_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG9063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9063+STABILITY: SURFACE MOTION
 DG9063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9063+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2004
 DG9063
 DG9063  HISTORY     - Date     Condition        Report By
 DG9063  HISTORY     - UNK      MONUMENTED       WI-129
 DG9063  HISTORY     - 20041206 GOOD             WOOLPT
 DG9063
 DG9063                          STATION DESCRIPTION
 DG9063
 DG9063'DESCRIBED BY WOOLPERT CONSULTANTS 2004 (BJM)
 DG9063'THE STATION IS LOCATED APPROXIMATELY 3.1 MI (5.0 KM) EAST OF TREGO,
 DG9063'8.1 MI (13 KM) NORTHEAST OF SPOONER, AND 11.2 MI (18.0 KM) NORTHWEST
 DG9063'OF STONE LAKE.
 DG9063' 
 DG9063'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD E AND
 DG9063'INTERSTATE HIGHWAY 63, GO SOUTH ON COUNTY ROAD E 0.25 MI (0.4 KM) TO
 DG9063'THE INTERSECTION WITH CORRELL ROAD.  TURN LEFT AND GO EAST ON COUNTY
 DG9063'ROAD E FOR 0.15 MI (0.25 KM) TO THE STATION ON THE LEFT. THE STATION
 DG9063'IS A 4-INCH DIAMETER BRASS CAP STAMPED --EARL 3548 1999-- SET IN THE
 DG9063'TOP OF AN 18-INCH DIAMETER CONCRETE MONUMENT AND FLUSH WITH GROUND.
 DG9063' 
 DG9063'THE STATION IS 32.8 FT (10.0 M) NORTH OF THE CENTERLINE OF COUNTY ROAD
 DG9063'E, 2.9 FT (0.9 M) NORTHWEST AND 2.7 FT (0.8 M) NORTHEAST OF 2 STEEL
 DG9063'T-POSTS WITH A COUNTY SURVEYOR MARKER PLAQUE ATTACHED TO THEM, 2.1 FT
 DG9063'(0.6 M) SOUTH OF A WHITE CARSONITE WITNESS POST, 12 FT (3.7 M) EAST OF
 DG9063'A FIELD ENTRANCE, AND 1.7 FT (0.5 M) WEST OF A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0896 ***********************************************************************
 PN0896  DESIGNATION -  EAST DEPERE RESET
 PN0896  PID         -  PN0896
 PN0896  STATE/COUNTY-  WI/BROWN
 PN0896  USGS QUAD   -  DE PERE (1992)
 PN0896
 PN0896                         *CURRENT SURVEY CONTROL
 PN0896  ___________________________________________________________________
 PN0896* NAD 83(1991)-  44 24 19.43511(N)    088 00 27.14598(W)     ADJUSTED  
 PN0896* NAVD 88     -       282.     (meters)     925.     (feet)  SCALED    
 PN0896  ___________________________________________________________________
 PN0896  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 PN0896  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 PN0896
 PN0896  HORZ ORDER  -  FIRST
 PN0896
 PN0896.The horizontal coordinates were established by classical geodetic methods
 PN0896.and adjusted by the National Geodetic Survey in November 1991..
 PN0896
 PN0896.The orthometric height was scaled from a topographic map.
 PN0896
 PN0896.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0896
 PN0896.The geoid height was determined by GEOID03.
 PN0896
 PN0896;                    North         East     Units Scale Factor Converg.
 PN0896;SPC WI C     -    65,513.791   758,695.426   MT  0.99997425   +1 24 21.0
 PN0896;SPC WI C     -   214,939.83  2,489,153.24   sFT  0.99997425   +1 24 21.0
 PN0896;SPC WI S     -   269,131.157   758,714.056   MT  1.00008646   +1 22 08.5
 PN0896;SPC WI S     -   882,974.47  2,489,214.37   sFT  1.00008646   +1 22 08.5
 PN0896;UTM  16      - 4,917,394.787   419,773.294   MT  0.99967915   -0 42 18.2
 PN0896
 PN0896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0896!SPC WI C     -   0.99996145  x   0.99997425  =   0.99993570
 PN0896!SPC WI S     -   0.99996145  x   1.00008646  =   1.00004790
 PN0896!UTM  16      -   0.99996145  x   0.99967915  =   0.99964061
 PN0896
 PN0896:                Primary Azimuth Mark                     Grid Az
 PN0896:SPC WI C     -  GREEN BAY TV STA WBAY MAST               043 51 04.5
 PN0896:SPC WI S     -  GREEN BAY TV STA WBAY MAST               043 53 17.0
 PN0896:UTM  16      -  GREEN BAY TV STA WBAY MAST               045 57 43.7
 PN0896
 PN0896|---------------------------------------------------------------------|
 PN0896| PID    Reference Object                     Distance      Geod. Az  |
 PN0896|                                                           dddmmss.s |
 PN0896| PN0897 GREEN BAY TV STA WBAY MAST          APPROX. 0.7 KM 0451525.5 |
 PN0896| PM0504 GREEN BAY RADIO WJPG FM MAST        APPROX. 2.1 KM 0540844.4 |
 PN0896| CJ4886 EAST DEPERE RM 1                     23.482 METERS 11812     |
 PN0896| CJ4887 EAST DEPERE RM 2                     28.497 METERS 20358     |
 PN0896| CJ4885 EAST DEPERE AZ MK                                  3381435.6 |
 PN0896| PN0867 GREEN BAY CO COURTHOUSE DOME        APPROX.12.0 KM 3572704.4 |
 PN0896|---------------------------------------------------------------------|
 PN0896
 PN0896                          SUPERSEDED SURVEY CONTROL
 PN0896
 PN0896  NAD 83(1986)-  44 24 19.42723(N)    088 00 27.13443(W) AD(       ) 1
 PN0896  NAD 27      -  44 24 19.45500(N)    088 00 26.77300(W) AD(       ) 1
 PN0896
 PN0896.Superseded values are not recommended for survey control.
 PN0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0896.See file dsdata.txt to determine how the superseded data were derived.
 PN0896
 PN0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1977317395(NAD 83)
 PN0896_MARKER: DS = TRIANGULATION STATION DISK
 PN0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0896_STAMPING: EAST DEPERE USLS 1972 1953
 PN0896_MARK LOGO: CGS   
 PN0896_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0896+STABILITY: SURFACE MOTION
 PN0896
 PN0896  HISTORY     - Date     Condition        Report By
 PN0896  HISTORY     - 1872     MONUMENTED       CGS
 PN0896  HISTORY     - 1953     SEE DESCRIPTION  CGS
 PN0896  HISTORY     - 1966     SEE DESCRIPTION  CGS
 PN0896  HISTORY     - 19850622 GOOD             NGS
 PN0896  HISTORY     - 19880501 GOOD             USE
 PN0896
 PN0896                          STATION DESCRIPTION
 PN0896
 PN0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1872
 PN0896'THIS STATION IS SITUATED NEAR THE NORTHWEST CORNER OF GLENMORE
 PN0896'TOWNSHIP, BROWN COUNTY, WISCONSIN.  IT IS ON THE LINE BETWEEN
 PN0896'GLENMORE AND ROCKLAND TOWNSHIPS, AND ABOUT 50 FEET BACK FROM
 PN0896'THE EDGE OF THE LIMESTONE LEDGE RUNNING IN A NORTHEASTERLY
 PN0896'DIRECTION ACROSS BROWN COUNTY.  THE HEIGHT OF STATION USED
 PN0896'WAS 65 FEET.  THE GEODETIC POINT IS MARKED BY A STONE OF
 PN0896'THE USUAL FORM, SET SO THAT ITS UPPER END IS ABOUT 2-1/2
 PN0896'FEET BELOW THE SURFACE OF THE GROUND.  A SECOND STONE IS SET
 PN0896'DIRECTLY OVER THE LATTER, AND RISES NEARLY TO THE SURFACE
 PN0896'OF THE GROUND.  TWO REFERENCE STONES ARE SET, ONE NORTH 36
 PN0896'DEG 30 MIN EAST 24 FEET DISTANT AND ONE SOUTH 53 DEG 30 MIN
 PN0896'EAST 24.05 FEET DISTANT FROM THE GEODETIC POINT, THE
 PN0896'BEARING BEING MAGNETIC.  (PROFESSIONAL PAPERS NO. 24).
 PN0896
 PN0896                          STATION RECOVERY (1953)
 PN0896
 PN0896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PN0896'STATION WAS RECOVERED AS DESCRIBED.  THE UNDERGROUND MARK
 PN0896'WAS IN PLACE AND IN GOOD CONDITION.  THE UPPER STATION MARK
 PN0896'STONE AND BOTH REFERENCE STONES WERE LOOSE IN THE GROUND.  NO
 PN0896'CHECK WAS MADE OF THE DISTANCES OR DIRECTIONS TO THE REFERENCE
 PN0896'STONES.  THE STATION WAS REMARKED IN THE ORIGINAL POSITION
 PN0896'AND TWO NEW REFERENCE MARKS AND AN AZIMUTH MARK WERE
 PN0896'ESTABLISHED.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 PN0896'
 PN0896'STATION IS LOCATED ON THE PROPERTY OF JAMES SHILLCOX ABOUT
 PN0896'9 MILES SOUTHEAST OF GREEN BAY AND ABOUT 5 MILES EAST OF
 PN0896'DE PERE.  IT IS 25 FEET EAST OF THE CENTER OF A DIRT ROAD, 8
 PN0896'FEET SOUTH OF A 10 INCH OAK TREE, 4 FEET NORTHEAST OF A
 PN0896'WHITE WITNESS POST AND 2 FEET EAST OF A FENCE.  THE MARK PROJECTS
 PN0896'ABOUT 2 INCHES AND THE DISK IS STAMPED EAST DEPERE USLS 1872
 PN0896'1953.  (NOTES 1A 7A)
 PN0896'
 PN0896'REFERENCE MARK NO. 1 IS 79 FEET EAST OF THE FENCE.  THE MARK
 PN0896'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED EAST DEPERE NO
 PN0896'1 1953.  (NOTE 11A)
 PN0896'
 PN0896'REFERENCE MARK NO. 2 IS 25 FEET EAST OF THE CENTER OF THE ROAD,
 PN0896'4 FEET SOUTH OF A 6 INCH OAK TREE AND 3 FEET EAST OF THE FENCE.
 PN0896'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 PN0896'EAST DEPERE NO 2 1953.  (NOTE 11A)
 PN0896'
 PN0896'AZIMUTH MARK IS 49 FEET SOUTHEAST OF THE CENTER OF COUNTY
 PN0896'HIGHWAY X, 2 FEET NORTHWEST OF A FENCE AND 2 FEET WEST OF
 PN0896'A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND
 PN0896'THE DISK IS STAMPED EAST DEPERE 1953.  (NOTE 16A)
 PN0896'
 PN0896'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 PN0896'57 AND 32 IN DE PERE, GO EAST AND SOUTH ON HIGHWAY 32 FOR
 PN0896'0.6 MILE TO THE JUNCTION OF COUNTY HIGHWAY X.  TURN LEFT
 PN0896'ON HIGHWAY X AND GO EAST AND SOUTHEAST FOR 3.4 MILES TO THE
 PN0896'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE ON THE
 PN0896'HIGHWAY FOR 0.25 MILE TO A GRAVEL ROAD RIGHT.  TURN RIGHT
 PN0896'AND GO 0.2 MILE TO A DIRT ROAD LEFT.  BEAR LEFT ON DIRT ROAD
 PN0896'FOR 0.15 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 PN0896'
 PN0896'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 PN0896
 PN0896                          STATION RECOVERY (1966)
 PN0896
 PN0896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (BMR)
 PN0896'THIS STATION WAS RECOVERED AS DESCRIBED BY E.L. JONES IN 1953.
 PN0896'
 PN0896'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--DE PERE, IS. 5
 PN0896'MILES EAST
 PN0896
 PN0896                          STATION RECOVERY (1985)
 PN0896
 PN0896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 PN0896'THE STATION IS LOCATED ABOUT 9 MILES (14.5 KM) SE FROM THE GREEN BAY
 PN0896'AND 5 MILES (8.0 KM) E OF DEPERE.  OWNERSHIP-- WFRV TV INC 1181 E
 PN0896'MASON, GREEN BAY WI. TO REACH THE STATION FROM THE JUNCTION OF STATE
 PN0896'ROUTES 32 N AND 57 AT THE BRIDGE OVER THE FOX RIVER, IN DEPERE, GO
 PN0896'SOUTHEASTERLY ON HWY 57 AND 32 FOR 0.85 MILES (1.37 KM) TO WHERE HWYS
 PN0896'32 AND 57 SPLIT.  KEEP LEFT FORK CONTINUE S ON HWY 32 FOR 0.6 MILE
 PN0896'(1.0 KM) TO THE T JUNCTION OF COUNTY ROUTE X.  TURN LEFT AND GO
 PN0896'EASTERLY FOR 3.4 MILES (5.5 KM) TO THE W ENTRANCE TO BROWN COUNTY
 PN0896'SOLID WASTE LANDFILL AND THE AZ MK ON RIGHT.  CONTINUE E ON COUNTY
 PN0896'ROUTE X FOR 0.35 MILE, (0.56 KM) TO A ROAD RIGHT.  TURN RIGHT AND GO S
 PN0896'FOR 0.35 MILES (0.56 KM) TO A TRAIL ON RIGHT AND A CONCRETE GUY WIRE
 PN0896'FOUNDATION FOR THE GREEN BAY TV STATION WBAY - TV MAST, ON THE LEFT.
 PN0896'FROM THIS POINT PACK WESTERLY TO HIGHEST PART OF HILL, ABOUT 150 FT
 PN0896'(45.7 M) TO STATION AS DESCRIBED.
 PN0896' 
 PN0896'THE STATION IS A STANDARD CGS DISK STAMPED---EAST DEPERE USLS 1872
 PN0896'1953---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 36 CM (12
 PN0896'INCHES) IN DIAMETER, PROJECTING 6 CM (2 INCHES) ABOVE THE GROUND.  THE
 PN0896'STATION IS LOCATED 25.0 FT (7.6 M) E FROM THE CENTER LINE OF OLD TRACK
 PN0896'ROAD, 8.0 FT (2.4 M) S FROM A 16 INCH OAK TREE AND 2.0 FT (0.6 M) E
 PN0896'FROM THE OLD FENCE LINE.  RM NO 1, IS A STANDARD CGS DISK
 PN0896'STAMPED---EAST DEPERE NO 1 1953---, SET INTO THE TOP OF A SQUARE
 PN0896'CONCRETE MONUMENT, 36 CM (12 INCHES) IN DIAMETER, PROJECTING 12 CM (4
 PN0896'INCHES) ABOVE THE GROUND. THE STATION IS LOCATED 79.0 FT (24.1 M) E
 PN0896'FROM THE OLD FENCE LINE AND 50.0 FT (15.2 M) W FROM THE CENTERLINE OF
 PN0896'A GRAVEL ROAD.  RM NO 2, IS A STANDARD NGS DISK STAMPED---EAST DEPERE
 PN0896'NO 2 1953---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 36 CM
 PN0896'(12 INCHES) IN DIAMETER.  PROJECTING 12 CM (4 INCHES) ABOVE THE
 PN0896'GROUND.  THE STATION IS LOCATED 25.0 FT (7.6 M) E FROM THE OLD TRACK
 PN0896'ROAD, 4.0 FT (1.2 M) S FROM A 12 INCH OAK TREE AND 3.0 FT (0.9 M) E
 PN0896'FROM THE OLD FENCE LINE, AND 12 FT (3.7 M) BELOW THE GROUND.  AZ MK NO
 PN0896'2, IS A STANDARD NGS DISK STAMPED---EAST DEPERE USLS 1872 NO 2
 PN0896'1985---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 30 CM IN
 PN0896'DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 81.5 FT (24.8 M)
 PN0896'FROM A CHAIN LINK FENCE CORNER, 22.6 FT (6.9 M) S FROM THE CENTER LINE
 PN0896'OF COUNTY ROAD X, 11.0 FT (3.4 M) W FROM A UTILITY POLE NUMBER
 PN0896'742BB56, AND 1.5 FT (0.5 M) W FROM A WITNESS POST.  NOTE, STATION IS
 PN0896'LOCATED AT THE W ENTRANCE TO THE BROWN COUNTY SOLID WASTE EAST
 PN0896'LANDFILL.
 PN0896
 PN0896                          STATION RECOVERY (1988)
 PN0896
 PN0896'RECOVERY NOTE BY US ENGINEERS 1988 (DWA)
 PN0896'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RN1502 ***********************************************************************
 RN1502  DESIGNATION -  EAST SUPERIOR PRESBYTERIAN CH
 RN1502  PID         -  RN1502
 RN1502  STATE/COUNTY-  WI/DOUGLAS
 RN1502  USGS QUAD   -  SUPERIOR (1994)
 RN1502
 RN1502                         *CURRENT SURVEY CONTROL
 RN1502  ___________________________________________________________________
 RN1502* NAD 83(1991)-  46 42 29.76034(N)    092 03 22.64155(W)     ADJUSTED  
 RN1502* NAVD 88     -                                                        
 RN1502  ___________________________________________________________________
 RN1502  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 RN1502  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 RN1502
 RN1502  HORZ ORDER  -  THIRD
 RN1502
 RN1502.The horizontal coordinates were established by classical geodetic methods
 RN1502.and adjusted by the National Geodetic Survey in March 1999..
 RN1502
 RN1502
 RN1502.The Laplace correction was computed from DEFLEC99 derived deflections.
 RN1502
 RN1502.The geoid height was determined by GEOID03.
 RN1502
 RN1502;                    North         East     Units Scale Factor Converg.
 RN1502;SPC WI N     -   173,381.452   442,776.804   MT  0.99998984   -1 29 00.0
 RN1502;SPC WI N     -   568,835.65  1,452,676.90   sFT  0.99998984   -1 29 00.0
 RN1502;SPC MN N     -   123,693.491   879,816.602   MT  1.00009435   +0 46 25.0
 RN1502;UTM  15      - 5,173,178.107   572,135.543   MT  0.99966396   +0 41 12.9
 RN1502
 RN1502                          SUPERSEDED SURVEY CONTROL
 RN1502
 RN1502  NAD 83(1991)-  46 42 29.76080(N)    092 03 22.63989(W) AD(       ) 4
 RN1502  NAD 83(1986)-  46 42 29.75429(N)    092 03 22.63782(W) AD(       ) 4
 RN1502  NAD 27      -  46 42 29.96600(N)    092 03 21.95000(W) AD(       ) 3
 RN1502
 RN1502.Superseded values are not recommended for survey control.
 RN1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1502.See file dsdata.txt to determine how the superseded data were derived.
 RN1502
 RN1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM7213673178(NAD 83)
 RN1502_MARKER: 90 = CHURCH SPIRE
 RN1502
 RN1502  HISTORY     - Date     Condition        Report By
 RN1502  HISTORY     - 1905     FIRST OBSERVED   CGS
 RN1502  HISTORY     - 1935     GOOD             CGS
 RN1502  HISTORY     - 1988     GOOD             USPSQD
 RN1502  HISTORY     - 1989     GOOD             USPSQD
 RN1502  HISTORY     - 20010331 MARK NOT FOUND   NGS
 RN1502
 RN1502                          STATION DESCRIPTION
 RN1502
 RN1502'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WES)
 RN1502'THERE IS A PRESBYTERIAN CHURCH AT EAST SUPERIOR, SOMETIMES
 RN1502'CALLED ITASCA.  A VERY OLD CHURCH AND THE FIRST ONE BUILT
 RN1502'IN THAT SECTION.
 RN1502
 RN1502                          STATION RECOVERY (1988)
 RN1502
 RN1502'RECOVERY NOTE BY US POWER SQUADRON 1988 (RJB)
 RN1502'RECOVERED IN GOOD CONDITION.
 RN1502
 RN1502                          STATION RECOVERY (1989)
 RN1502
 RN1502'RECOVERY NOTE BY US POWER SQUADRON 1989 (RJB)
 RN1502'RECOVERED IN GOOD CONDITION.
 RN1502
 RN1502                          STATION RECOVERY (2001)
 RN1502
 RN1502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RN1502'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1020 ***********************************************************************
 NH1020  DESIGNATION -  EAST TROY
 NH1020  PID         -  NH1020
 NH1020  STATE/COUNTY-  WI/WALWORTH
 NH1020  USGS QUAD   -  EAST TROY (1994)
 NH1020
 NH1020                         *CURRENT SURVEY CONTROL
 NH1020  ___________________________________________________________________
 NH1020* NAD 83(1991)-  42 45 35.68676(N)    088 24 52.19689(W)     ADJUSTED  
 NH1020* NAVD 88     -       316.     (meters)    1037.     (feet)  SCALED    
 NH1020  ___________________________________________________________________
 NH1020  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 NH1020  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 NH1020
 NH1020  HORZ ORDER  -  SECOND
 NH1020
 NH1020.The horizontal coordinates were established by classical geodetic methods
 NH1020.and adjusted by the National Geodetic Survey in November 1991..
 NH1020
 NH1020.The orthometric height was scaled from a topographic map.
 NH1020
 NH1020.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1020
 NH1020.The geoid height was determined by GEOID03.
 NH1020
 NH1020;                    North         East     Units Scale Factor Converg.
 NH1020;SPC WI S     -    85,653.649   729,776.994   MT  0.99999475   +1 05 21.8
 NH1020;SPC WI S     -   281,015.35  2,394,276.69   sFT  0.99999475   +1 05 21.8
 NH1020;UTM  16      - 4,735,124.193   384,257.692   MT  0.99976481   -0 57 37.6
 NH1020
 NH1020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1020!SPC WI S     -   0.99995582  x   0.99999475  =   0.99995057
 NH1020!UTM  16      -   0.99995582  x   0.99976481  =   0.99972064
 NH1020
 NH1020|---------------------------------------------------------------------|
 NH1020| PID    Reference Object                     Distance      Geod. Az  |
 NH1020|                                                           dddmmss.s |
 NH1020| CI8569 EAST TROY RM 1                       22.030 METERS 14447     |
 NH1020| CJ7903 VICTORY PP 1                         46.513 METERS 26643     |
 NH1020| CI8568 EAST TROY AZ MK                                    2683917.2 |
 NH1020| CI8570 EAST TROY RM 2                       18.617 METERS 27040     |
 NH1020|---------------------------------------------------------------------|
 NH1020
 NH1020                          SUPERSEDED SURVEY CONTROL
 NH1020
 NH1020  NAD 83(1986)-  42 45 35.68110(N)    088 24 52.20540(W) AD(       ) 2
 NH1020  NAD 27      -  42 45 35.62830(N)    088 24 51.85830(W) AD(       ) 2
 NH1020
 NH1020.Superseded values are not recommended for survey control.
 NH1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1020.See file dsdata.txt to determine how the superseded data were derived.
 NH1020
 NH1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8425835124(NAD 83)
 NH1020_MARKER: DS = TRIANGULATION STATION DISK
 NH1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1020_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NH1020+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2006
 NH1020
 NH1020  HISTORY     - Date     Condition        Report By
 NH1020  HISTORY     - 1957     MONUMENTED       CGS
 NH1020  HISTORY     - 1976     GOOD             LOCENG
 NH1020  HISTORY     - 1983     GOOD             LOCENG
 NH1020  HISTORY     - 20060722 GOOD             USPSQD
 NH1020
 NH1020                          STATION DESCRIPTION
 NH1020
 NH1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1020'THE STATION IS LOCATED 1.6 MILES SOUTH OF EAST TROY AND
 NH1020'ON PROPERTY OWNED BY MR. ADOLPH F. ANDERSON.  IT IS 98 FEET
 NH1020'SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK HOUSE, 87 FEET
 NH1020'NORTHEAST OF A TRANSFORMER POLE, 62 FEET EAST OF A POWER
 NH1020'LINE POLE, 30 FEET NORTH OF THE CENTERLINE OF A PAVED ROAD AND
 NH1020'5 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MONUMENT
 NH1020'IS FLUSH AND THE DISK IS STAMPED EAST TROY 1957.
 NH1020'
 NH1020'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 15
 NH1020'AND COUNTY HIGHWAY G IN EAST TROY, GO SOUTH ON HIGHWAY G FOR
 NH1020'1.6 MILES TO A SIDE ROAD RIGHT, WEST.  TURN RIGHT, WEST
 NH1020'AND GO 0.4 MILE TO THE STATION ON THE RIGHT, NORTH SIDE
 NH1020'OF THE ROAD.
 NH1020'
 NH1020'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON THE
 NH1020'PAVED ROAD FOR 0.35 MILE TO THE MARK ON THE LEFT, SOUTH
 NH1020'SIDE OF THE ROAD.
 NH1020'
 NH1020'REFERENCE MARK 1 IS 30 FEET SOUTH OF THE CENTERLINE OF A PAVED
 NH1020'ROAD, 106 FEET EAST OF A TRANSFORMER POLE, 72 FEET SOUTHEAST
 NH1020'OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCE.  THE
 NH1020'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED EAST
 NH1020'TROY NO 1 1957.
 NH1020'
 NH1020'REFERENCE MARK 2 IS 15 FEET EAST OF A 12 INCH HICKORY TREE, 31
 NH1020'FEET NORTH OF THE CENTERLINE OF A PAVED ROAD, 2.5 FEET
 NH1020'SOUTH-SOUTHEAST OF A POWER LINE POLE AND 57.5 FEET SOUTH-SOUTHEAST OF
 NH1020'THE SOUTHEAST CORNER OF A BRICK HOUSE.  THE MONUMENT IS
 NH1020'FLUSH AND THE DISK IS STAMPED EAST TROY NO 2 1957.
 NH1020'
 NH1020'THE AZIMUTH MARK IS 26 FEET SOUTH OF THE CENTERLINE OF A
 NH1020'PAVED ROAD, 3 FEET EAST OF A WHITE WITNESS POST, 4 FEET
 NH1020'NORTHEAST OF A FENCE CORNER AND 2 FEET EAST OF A POWER LINE
 NH1020'POLE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 NH1020'EAST TROY 1957.
 NH1020'
 NH1020'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NH1020
 NH1020                          STATION RECOVERY (1976)
 NH1020
 NH1020'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (GME)
 NH1020'EAST TROY 1957 RECOVERED GOOD.
 NH1020'
 NH1020'RM NO. 1 EAST TROY NO. 1 RECOVERED GOOD.
 NH1020'
 NH1020'RM NO. 2 EAST TROY NO. 2 RECOVERED GOOD.
 NH1020'
 NH1020'AZ MK EACTTHY 1957 RECOVERED GOOD.
 NH1020'
 NH1020'DESCRIPTION SHOULD READ 98 FEET SE OF SE CON. OF BRICK HOUSE.
 NH1020'
 NH1020'72 FEET NE OF TRANSFORMER POLE NO. 75.6302.
 NH1020'
 NH1020'1.0 MILE ON HWY G S. OF HWY 15 TO SWO BODE RD.
 NH1020'
 NH1020'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.6 MILES SOUTHWEST OF
 NH1020'EAST TROY.
 NH1020
 NH1020                          STATION RECOVERY (1983)
 NH1020
 NH1020'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (GWK)
 NH1020'START AT BM 946 + OR -
 NH1020'
 NH1020'1) 0.5 MI S., 1.1 MI SE ALONG N (SE CORNER OF S. CONC. HEADWALL
 NH1020'OF 4 FEET DIA. CULVERT) CHISALED SQUARE (SQUARE IS GONE, CONCRETE
 NH1020'HAS SPALLED OFF) ELEV = 832.40 (CONCRETE ON NE CORNER IS STILL IN
 NH1020'PLACE, BUT DETERIATING).
 NH1020'
 NH1020'2) 0.5 MI S., 1.6 MI SE ALONG N (124 FEET S AND 31 FEET W OF N.
 NH1020'APEX OF TEE ROUND TO WEST, RAIL SPIKE IN E. BASE OF 14 INCH
 NH1020'HICKORY) HICKORY TREE CUT DOWN, FOUND STUMP BUT NO SPIKE REMAINING.
 NH1020
 NH1020                          STATION RECOVERY (2006)
 NH1020
 NH1020'RECOVERY NOTE BY US POWER SQUADRON 2006
 NH1020'THE STATION WAS RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS
 NH1020'0.39 MILE WEST OF STATE HIGHWAY 120 ON SWOBODA ROAD ON TOP OF A HILL,
 NH1020'30.2 FEET EAST OF THE CENTERLINE OF DRIVEWAY TO --W2264--, 3.5 FEET
 NH1020'SOUTH OF A ROPE FENCE, AND 1.5 FEET NORTH OF A METAL WITNESS POST.
 NH1020'REFERENCE MARK 1 IS 8 FEET EAST OF THE CENTERLINE OF THE DRIVEWAY TO
 NH1020'--2261-- AND PROJECTS 15 INCHES ABOVE THE GROUND.  NOTE-- THERE IS
 NH1020'EVIDENCE OF EITHER RELANDSCAPING OR FROST HEAVE.
 NH1020'REFERENCE MARK 2 IS ABOUT 27 FEET WEST OF THE CENTERLINE OF THE
 NH1020'DRIVEWAY TO --W2264-- AND 2 FEET WEST OF POWER POLE --51-2060--.
 NH1020'NOTE-- THE WHITE -SURVEY MARKER- SIGN IS ATTACHED TO THE POWER POLE.
 NH1020'THE AZIMUTH MARK IS ABOUT 178 FEET FROM THE EXTENDED DRIVEWAY TO
 NH1020'--W2434--, 2 FEET EAST OF POWER POLE --73 9028--, 1 FOOT
 NH1020'SOUTH-SOUTHEAST OF TELEPHONE PEDESTAL --5E 31C 11 10--, AND PROJECTS
 NH1020'12 INCHES ABOVE GROUND LEVEL.  NOTE1-- THERE IS EVIDENCE OF EITHER
 NH1020'REDITCHING OR FROST HEAVE.  NOTE2-- THE WHITE -SURVEY MARKER- SIGN IS
 NH1020'ATTACHED TO THE POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1021 ***********************************************************************
 NH1021  DESIGNATION -  EAST TROY BAKER LAB INC STACK
 NH1021  PID         -  NH1021
 NH1021  STATE/COUNTY-  WI/WALWORTH
 NH1021  USGS QUAD   -  EAST TROY (1994)
 NH1021
 NH1021                         *CURRENT SURVEY CONTROL
 NH1021  ___________________________________________________________________
 NH1021* NAD 83(1991)-  42 47 19.41922(N)    088 24 31.32412(W)     ADJUSTED  
 NH1021* NAVD 88     -                                                        
 NH1021  ___________________________________________________________________
 NH1021  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 NH1021  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 NH1021
 NH1021  HORZ ORDER  -  THIRD
 NH1021
 NH1021.The horizontal coordinates were established by classical geodetic methods
 NH1021.and adjusted by the National Geodetic Survey in November 1991..
 NH1021
 NH1021
 NH1021.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1021
 NH1021.The geoid height was determined by GEOID03.
 NH1021
 NH1021;                    North         East     Units Scale Factor Converg.
 NH1021;SPC WI S     -    88,863.043   730,190.435   MT  0.99998929   +1 05 36.2
 NH1021;SPC WI S     -   291,544.83  2,395,633.12   sFT  0.99998929   +1 05 36.2
 NH1021;UTM  16      - 4,738,316.015   384,785.561   MT  0.99976331   -0 57 25.3
 NH1021
 NH1021                          SUPERSEDED SURVEY CONTROL
 NH1021
 NH1021  NAD 83(1986)-  42 47 19.41258(N)    088 24 31.33283(W) AD(       ) 4
 NH1021  NAD 27      -  42 47 19.36200(N)    088 24 30.98500(W) AD(       ) 3
 NH1021
 NH1021.Superseded values are not recommended for survey control.
 NH1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1021.See file dsdata.txt to determine how the superseded data were derived.
 NH1021
 NH1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8478638316(NAD 83)
 NH1021_MARKER: 63 = STACK
 NH1021
 NH1021  HISTORY     - Date     Condition        Report By
 NH1021  HISTORY     - 1957     FIRST OBSERVED   CGS
 NH1021  HISTORY     - 20021215 POOR             USPSQD
 NH1021
 NH1021                          STATION DESCRIPTION
 NH1021
 NH1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1021'THE STATION IS THE CENTER OF THE TOP OF THE STACK.  IT IS
 NH1021'A YELLOW COLORED BRICK STACK WITH THE WORDS TROY MILK INSCRIBED
 NH1021'WITH WHITE BRICK.  IT IS 125 FEET HIGH AND ATTACHED TO THE
 NH1021'EAST END OF THE PLANT.
 NH1021'
 NH1021'THE PLANT IS LOCATED AT 228 NORTH BEULAH STREET IN EAST TROY.
 NH1021
 NH1021                          STATION RECOVERY (2002)
 NH1021
 NH1021'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 NH1021'FOUND IN POOR CONDITION.  THE STACK IS PRESENT BUT THE TOP PORTION IS
 NH1021'MISSING. ONLY THE WORD MILK REMAINS INSCRIBED WITH WHITE BRICK - THE
 NH1021'UPPER PORTION WITH THE WORD TROY IS NOT THERE.  THE SITE IS NOW OWNED
 NH1021'BY CONTRACT COMESTIBLES AT 20040 BEULAH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4864 ***********************************************************************
 DG4864  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4864  DESIGNATION -  EAST TROY GPS
 DG4864  PID         -  DG4864
 DG4864  STATE/COUNTY-  WI/WALWORTH
 DG4864  USGS QUAD   -  EAST TROY (1994)
 DG4864
 DG4864                         *CURRENT SURVEY CONTROL
 DG4864  ___________________________________________________________________
 DG4864* NAD 83(1997)-  42 47 34.48660(N)    088 27 59.65765(W)     ADJUSTED  
 DG4864* NAVD 88     -       266.99   (meters)     875.9    (feet)  GPS OBS   
 DG4864  ___________________________________________________________________
 DG4864  X           -     125,445.928 (meters)                     COMP
 DG4864  Y           -  -4,686,104.617 (meters)                     COMP
 DG4864  Z           -   4,310,806.487 (meters)                     COMP
 DG4864  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 DG4864  ELLIP HEIGHT-         232.82  (meters)          (04/02/04) GPS OBS
 DG4864  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 DG4864
 DG4864  HORZ ORDER  -  FIRST
 DG4864  ELLP ORDER  -  FOURTH    CLASS I
 DG4864
 DG4864.The horizontal coordinates were established by GPS observations
 DG4864.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4864
 DG4864.The orthometric height was determined by GPS observations and a
 DG4864.high-resolution geoid model using precise GPS observation and
 DG4864.processing techniques.
 DG4864
 DG4864.Photographs are available for this station.
 DG4864
 DG4864.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4864
 DG4864.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4864
 DG4864.The ellipsoidal height was determined by GPS observations
 DG4864.and is referenced to NAD 83.
 DG4864
 DG4864.The geoid height was determined by GEOID03.
 DG4864
 DG4864;                    North         East     Units Scale Factor Converg.
 DG4864;SPC WI S     -    89,239.199   725,447.822   MT  0.99998852   +1 03 13.0
 DG4864;SPC WI S     -   292,778.94  2,380,073.40   sFT  0.99998852   +1 03 13.0
 DG4864;UTM  16      - 4,738,861.481   380,060.475   MT  0.99977698   -0 59 47.2
 DG4864
 DG4864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4864!SPC WI S     -   0.99996349  x   0.99998852  =   0.99995201
 DG4864!UTM  16      -   0.99996349  x   0.99977698  =   0.99974048
 DG4864
 DG4864                          SUPERSEDED SURVEY CONTROL
 DG4864
 DG4864.No superseded survey control is available for this station.
 DG4864
 DG4864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8006038861(NAD 83)
 DG4864_MARKER: DD = SURVEY DISK
 DG4864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4864_STAMPING: EAST TROY GPS 2002
 DG4864_MARK LOGO: WIDT  
 DG4864_PROJECTION: FLUSH
 DG4864_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4864+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4864
 DG4864  HISTORY     - Date     Condition        Report By
 DG4864  HISTORY     - 2001     MONUMENTED       WIDT
 DG4864
 DG4864                          STATION DESCRIPTION
 DG4864
 DG4864'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4864'THE STATION IS LOCATED ABOUT 31 KM SOUTHWEST OF WAUKESHA, 22 KM EAST
 DG4864'SOUTHEAST OF WHITEWATER AND 15 KM NORTH NORTHEAST OF ELKHORN.
 DG4864'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DG4864'STATION FROM THE JUNCTION OF STATE HIGHWAY 67 AND US HIGHWAY 12 WITH
 DG4864'STATE HIGHWAY 20 ABOUT 14 KM SOUTHEAST OF THE CITY OF WHITEWATER, GO
 DG4864'EAST ON STATE HIGHWAY 20 FOR 2.4 KM TO COUNTY HIGHWAY J, CONTINUE
 DG4864'SOUTHEAST ON STATE HIGHWAY 20 FOR 6.0 KM TO MARSH ROAD ON THE RIGHT,
 DG4864'CONTINUE EAST ON STATE HIGHWAY 20 FOR 0.2 KM TO THE STATION ON THE
 DG4864'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DG4864'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF  A 41-CM
 DG4864'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH
 DG4864'THE HIGHWAY PAVEMENT.  THE STATION IS 9.0 M NORTH OF THE CENTERLINE OF
 DG4864'STATE HIGHWAY 20, 0.2 KM WEST OF COUNTY HIGHWAY N, 41.6 M NORTHWEST OF
 DG4864'POWER POLE --98-09994-- , 40.7 M NORTHEAST OF POWER POLE --98-09995--
 DG4864', AND 0.5 M SOUTH OF A CULTIVATED FIELD.  ---NOTE---THE STATION IS
 DG4864'EAST AND WEST OF TWO ORANGE 4X4 PLASTIC WITNESS POSTS.  ---NOTE---THIS
 DG4864'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DG4864'ABOVE THE HORIZON.
 DG4864' 
 DG4864'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1022 ***********************************************************************
 NH1022  DESIGNATION -  EAST TROY MUNICIPAL TANK
 NH1022  PID         -  NH1022
 NH1022  STATE/COUNTY-  WI/WALWORTH
 NH1022  USGS QUAD   -  EAST TROY (1994)
 NH1022
 NH1022                         *CURRENT SURVEY CONTROL
 NH1022  ___________________________________________________________________
 NH1022* NAD 83(1991)-  42 47 04.32172(N)    088 24 20.84795(W)     ADJUSTED  
 NH1022* NAVD 88     -                                                        
 NH1022  ___________________________________________________________________
 NH1022  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 NH1022  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 NH1022
 NH1022  HORZ ORDER  -  THIRD
 NH1022
 NH1022.The horizontal coordinates were established by classical geodetic methods
 NH1022.and adjusted by the National Geodetic Survey in November 1991..
 NH1022
 NH1022
 NH1022.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1022
 NH1022.The geoid height was determined by GEOID03.
 NH1022
 NH1022;                    North         East     Units Scale Factor Converg.
 NH1022;SPC WI S     -    88,401.803   730,437.394   MT  0.99999007   +1 05 43.4
 NH1022;SPC WI S     -   290,031.58  2,396,443.35   sFT  0.99999007   +1 05 43.4
 NH1022;UTM  16      - 4,737,846.341   385,015.808   MT  0.99976266   -0 57 17.9
 NH1022
 NH1022                          SUPERSEDED SURVEY CONTROL
 NH1022
 NH1022  NAD 83(1986)-  42 47 04.31060(N)    088 24 20.85827(W) AD(       ) 4
 NH1022  NAD 27      -  42 47 04.22700(N)    088 24 20.52200(W) AD(       ) 3
 NH1022
 NH1022.Superseded values are not recommended for survey control.
 NH1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1022.See file dsdata.txt to determine how the superseded data were derived.
 NH1022
 NH1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8501637846(NAD 83)
 NH1022_MARKER: 51 = TANK
 NH1022
 NH1022  HISTORY     - Date     Condition        Report By
 NH1022  HISTORY     - 1957     FIRST OBSERVED   CGS
 NH1022  HISTORY     - 20021215 MARK NOT FOUND   USPSQD
 NH1022
 NH1022                          STATION DESCRIPTION
 NH1022
 NH1022'DESCRIBED BY US POWER SQUADRON 2002 (DRB)
 NH1022'NOT FOUND. THE LOCATION OF THE TANK WAS NEAR THE TOWN SQUARE.  A NEW
 NH1022'TANK WAS BUILT ON THE EAST SIDE OF TOWN IN 1970.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4865 ***********************************************************************
 DG4865  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4865  DESIGNATION -  EAST TROY N GPS
 DG4865  PID         -  DG4865
 DG4865  STATE/COUNTY-  WI/WALWORTH
 DG4865  USGS QUAD   -  EAST TROY (1994)
 DG4865
 DG4865                         *CURRENT SURVEY CONTROL
 DG4865  ___________________________________________________________________
 DG4865* NAD 83(1997)-  42 49 58.35238(N)    088 24 11.33715(W)     ADJUSTED  
 DG4865* NAVD 88     -       259.21   (meters)     850.4    (feet)  GPS OBS   
 DG4865  ___________________________________________________________________
 DG4865  X           -     130,548.795 (meters)                     COMP
 DG4865  Y           -  -4,682,941.105 (meters)                     COMP
 DG4865  Z           -   4,314,057.900 (meters)                     COMP
 DG4865  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 DG4865  ELLIP HEIGHT-         224.93  (meters)          (04/02/04) GPS OBS
 DG4865  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 DG4865
 DG4865  HORZ ORDER  -  FIRST
 DG4865  ELLP ORDER  -  FOURTH    CLASS I
 DG4865
 DG4865.The horizontal coordinates were established by GPS observations
 DG4865.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4865
 DG4865.The orthometric height was determined by GPS observations and a
 DG4865.high-resolution geoid model using precise GPS observation and
 DG4865.processing techniques.
 DG4865
 DG4865.Photographs are available for this station.
 DG4865
 DG4865.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4865
 DG4865.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4865
 DG4865.The ellipsoidal height was determined by GPS observations
 DG4865.and is referenced to NAD 83.
 DG4865
 DG4865.The geoid height was determined by GEOID03.
 DG4865
 DG4865;                    North         East     Units Scale Factor Converg.
 DG4865;SPC WI S     -    93,775.126   730,550.695   MT  0.99998142   +1 05 49.9
 DG4865;SPC WI S     -   307,660.56  2,396,815.07   sFT  0.99998142   +1 05 49.9
 DG4865;UTM  16      - 4,743,210.968   385,321.256   MT  0.99976179   -0 57 14.6
 DG4865
 DG4865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4865!SPC WI S     -   0.99996473  x   0.99998142  =   0.99994615
 DG4865!UTM  16      -   0.99996473  x   0.99976179  =   0.99972652
 DG4865
 DG4865                          SUPERSEDED SURVEY CONTROL
 DG4865
 DG4865.No superseded survey control is available for this station.
 DG4865
 DG4865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8532143211(NAD 83)
 DG4865_MARKER: DD = SURVEY DISK
 DG4865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4865_STAMPING: EAST TROY GPS 2002
 DG4865_MARK LOGO: WIDT  
 DG4865_PROJECTION: FLUSH
 DG4865_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4865+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4865
 DG4865  HISTORY     - Date     Condition        Report By
 DG4865  HISTORY     - 2001     MONUMENTED       WIDT
 DG4865
 DG4865                          STATION DESCRIPTION
 DG4865
 DG4865'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4865'THE STATION IS LOCATED ABOUT 27 KM EAST OF WHITEWATER, 7 KM SOUTH OF
 DG4865'MUKWONAGO AND 5 KM NORTH OF EAST TROY.  OWNERSHIP--WALWORTH COUNTY.
 DG4865'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 20 WITH STATE
 DG4865'HIGHWAY 67 ABOUT 15 KM NORTH OF THE CITY OFELKHORN, GO EAST ON STATE
 DG4865'HIGHWAY 20 FOR 2.4 KM TO COUNTY HIGHWAY J,  GO EAST ON COUNTY HIGHWAY
 DG4865'J FOR 9.6 KM TO COUNTY HIGHWAY E, CONTINUE EAST ON COUNTY HIGHWAY J
 DG4865'FOR 1.7 KM TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DG4865'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DG4865'DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH
 DG4865'OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DG4865'15.2 M NORTH-NORTHEAST OF THE CENTERLINE OF COUNTY HIGHWAY J, 59 M
 DG4865'EAST OF THE EXTENDED CENTERLINE OF WOODFIELD COURT, 44.8 M
 DG4865'NORTH-NORTHEAST OF TELEPHONE PEDESTAL --5E-56 4 13-1-- , 44.3 M
 DG4865'NORTH-NORTHEAST OF POWER POLE --71-3457 55-2--, 39.5 M NORTHWEST OF
 DG4865'POWER POLE --71-3458 55-2-- , 7 M WEST-SOUTHWEST OF A FIELD ENTRANCE,
 DG4865'AND 3 M SOUTH-SOUTHWEST OF A CULTIVATED FIELD.  ---NOTE---THE STATION
 DG4865'IS EAST-NORTHEAST AND  NORTHWEST OF TWO ORANGE 4X4 PLASTIC WITNESS
 DG4865'POSTS.  ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DG4865'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DG4865' 
 DG4865'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0081 ***********************************************************************
 OL0081  DESIGNATION -  EAST USLS
 OL0081  PID         -  OL0081
 OL0081  STATE/COUNTY-  WI/OZAUKEE
 OL0081  USGS QUAD   -  PORT WASHINGTON EAST (1994)
 OL0081
 OL0081                         *CURRENT SURVEY CONTROL
 OL0081  ___________________________________________________________________
 OL0081* NAD 83(1986)-  43 23 16.     (N)    087 52 03.     (W)     SCALED    
 OL0081* NAVD 88     -       178.054  (meters)     584.17   (feet)  ADJUSTED  
 OL0081  ___________________________________________________________________
 OL0081  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 OL0081  DYNAMIC HT  -         178.013 (meters)     584.03  (feet)  COMP
 OL0081  MODELED GRAV-     980,391.5   (mgal)                       NAVD 88
 OL0081
 OL0081  VERT ORDER  -  FIRST     CLASS 0
 OL0081
 OL0081.The horizontal coordinates were scaled from a topographic map and have
 OL0081.an estimated accuracy of +/- 6 seconds.
 OL0081
 OL0081.The orthometric height was determined by differential leveling
 OL0081.and adjusted by the National Geodetic Survey in June 1991..
 OL0081
 OL0081.The geoid height was determined by GEOID03.
 OL0081
 OL0081.The dynamic height is computed by dividing the NAVD 88
 OL0081.geopotential number by the normal gravity value computed on the
 OL0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0081.degrees latitude (g = 980.6199 gals.).
 OL0081
 OL0081.The modeled gravity was interpolated from observed gravity values.
 OL0081
 OL0081;                    North         East    Units  Estimated Accuracy
 OL0081;SPC WI S     -   156,380.      772,760.      MT  (+/- 180 meters Scaled)
 OL0081
 OL0081                          SUPERSEDED SURVEY CONTROL
 OL0081
 OL0081  NGVD 29 (??/??/92)  178.10   (m)          584.3    (f) COMPUTED    1 0
 OL0081
 OL0081.Superseded values are not recommended for survey control.
 OL0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0081.See file dsdata.txt to determine how the superseded data were derived.
 OL0081
 OL0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP297042(NAD 83)
 OL0081_MARKER: Z = SEE DESCRIPTION
 OL0081_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OL0081_SP_SET: SHEET PILING
 OL0081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OL0081
 OL0081  HISTORY     - Date     Condition        Report By
 OL0081  HISTORY     - UNK      MONUMENTED       USLS
 OL0081  HISTORY     - 1972     GOOD             NGS
 OL0081  HISTORY     - 20011028 MARK NOT FOUND   USPSQD
 OL0081
 OL0081                          STATION DESCRIPTION
 OL0081
 OL0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0081'AT PORT WASHINGTON.
 OL0081'AT PORT WASHINGTON, ABOUT 0.2 MILE EAST OF THE CITY HALL, ON THE
 OL0081'EAST SIDE OF A SLIP, ABOUT 35 FEET NORTH OF THE EXTENDED CENTER
 OL0081'LINE OF WEST GRAND AVENUE IN LINE WITH THE NORTH BRICK WALL OF A
 OL0081'BATHOUSE ON THE WEST SIDE OF THE SLIP, 71 FEET SOUTHWEST OF POWER
 OL0081'POLE 108, 64 FEET NORTHWEST OF POWER POLE 100, 335 FEET NORTHWEST
 OL0081'OF BENCH MARK LIGHT (USLS), THE HIGH POINT BETWEEN 2 CUT LINES
 OL0081'ON TOP EDGE OF SHEET PILING ON EAST SIDE OF SLIP AND 2 1/2 FEET
 OL0081'ABOVE THE GRAVELED PARKING LOT.  SECTION 28, T 11N, R 22E
 OL0081
 OL0081                          STATION RECOVERY (2001)
 OL0081
 OL0081'RECOVERY NOTE BY US POWER SQUADRON 2001
 OL0081'MARINA REBUILT IN LATE 1990'S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1275 ***********************************************************************
 PN1275  DESIGNATION -  EASTLING
 PN1275  PID         -  PN1275
 PN1275  STATE/COUNTY-  WI/WOOD
 PN1275  USGS QUAD   -  WISCONSIN RAPIDS NORTH (1984)
 PN1275
 PN1275                         *CURRENT SURVEY CONTROL
 PN1275  ___________________________________________________________________
 PN1275* NAD 83(1991)-  44 27 39.22050(N)    089 48 25.31579(W)     ADJUSTED  
 PN1275* NAVD 88     -       331.2    (meters)    1087.     (feet)  VERTCON   
 PN1275  ___________________________________________________________________
 PN1275  LAPLACE CORR-          -6.65  (seconds)                    DEFLEC99
 PN1275  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 PN1275
 PN1275  HORZ ORDER  -  SECOND
 PN1275
 PN1275.The horizontal coordinates were established by classical geodetic methods
 PN1275.and adjusted by the National Geodetic Survey in November 1991..
 PN1275
 PN1275.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1275
 PN1275.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1275
 PN1275.The geoid height was determined by GEOID03.
 PN1275
 PN1275;                    North         East     Units Scale Factor Converg.
 PN1275;SPC WI C     -    69,751.597   615,356.378   MT  0.99996682   +0 08 10.2
 PN1275;SPC WI C     -   228,843.36  2,018,881.72   sFT  0.99996682   +0 08 10.2
 PN1275;UTM  16      - 4,926,898.356   276,696.347   MT  1.00021327   -1 58 00.9
 PN1275
 PN1275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1275!SPC WI C     -   0.99995359  x   0.99996682  =   0.99992042
 PN1275!UTM  16      -   0.99995359  x   1.00021327  =   1.00016685
 PN1275
 PN1275|---------------------------------------------------------------------|
 PN1275| PID    Reference Object                     Distance      Geod. Az  |
 PN1275|                                                           dddmmss.s |
 PN1275| CS5247 EASTLING RM 1                        21.087 METERS 00841     |
 PN1275| CS5248 EASTLING RM 2                         3.017 METERS 10227     |
 PN1275|---------------------------------------------------------------------|
 PN1275
 PN1275                          SUPERSEDED SURVEY CONTROL
 PN1275
 PN1275  NAD 83(1986)-  44 27 39.21862(N)    089 48 25.32319(W) AD(       ) 2
 PN1275  NGVD 29 (02/11/91)  331.2    (m)         1087.     (f) VERT ANG       
 PN1275
 PN1275.Superseded values are not recommended for survey control.
 PN1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1275.See file dsdata.txt to determine how the superseded data were derived.
 PN1275
 PN1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7669626898(NAD 83)
 PN1275_MARKER: DE = TRAVERSE STATION DISK
 PN1275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN1275_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1275+STABILITY: SURFACE MOTION
 PN1275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN1275+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2003
 PN1275
 PN1275  HISTORY     - Date     Condition        Report By
 PN1275  HISTORY     - 1980     MONUMENTED       WIDT
 PN1275  HISTORY     - 19940430 GOOD             USPSQD
 PN1275  HISTORY     - 20030121 GOOD             USPSQD
 PN1275  HISTORY     - 20040330 MARK NOT FOUND   USPSQD
 PN1275  HISTORY     - 20050924 MARK NOT FOUND   USPSQD
 PN1275
 PN1275                          STATION DESCRIPTION
 PN1275
 PN1275'DESCRIBED BY WI DEPT OF TRANSP 1980 (LTK)
 PN1275'THE STATION IS LOCATED ALONG STH 34 ABOUT 2.75 MILES NORTH OF
 PN1275'WISCONSIN RAPIDS AND 2 MILES SOUTH OF RUDOLPH.
 PN1275'
 PN1275'TO REACH THE STATION FROM THE JUNCTION OF STH 34 AND CTH C AT THE WEST
 PN1275'EDGE OF RUDOLPH, GO SOUTH ON STH 34 FOR 2.18 MILES TO A RAILROAD
 PN1275'CROSSING.  CONTINUE SOUTH ON STH 34 FOR 0.25 MILE TO THE STATION ON
 PN1275'THE EAST HIGHWAY RIGHT OF WAY.
 PN1275'
 PN1275'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---EASTLING 1980---.
 PN1275'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL
 PN1275'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 92.5
 PN1275'FEET WEST NORTHWEST OF THE NORTHWEST CORNER OF A METAL BARN AT FIRE
 PN1275'NUMBER--5906--, 49.0 FEET EAST OF THE CENTER OF STH 34, 12.0 FEET WEST
 PN1275'OF A FENCE CORNER, 11.5 FEET WEST OF A METAL WITNESS POST, AND 3.0
 PN1275'FEET NORTH OF A WOODEN RIGHT OF WAY POST.  THE UNDERGROUND DISK IS SET
 PN1275'IN AN IRREGULAR MASS OF CONCRETE 4.5 FEET BELOW GROUND.
 PN1275'
 PN1275'REFERENCE MARK 1 IS A STANDARD WIDT DISK STAMPED---EASTLING RM 1
 PN1275'1980---SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL CONCRETE
 PN1275'MONUMENT WHICH PROJECTS 2 INCHES ABOVE GROUND.  IT IS 130.5 FEET
 PN1275'NORTHWEST OF THE NORTHWEST CORNER OF A METAL BARN, 70.5 FEET NORTH OF
 PN1275'A FENCE CORNER, 61.0 FEET EAST OF THE CENTER OF STH 34, 4.5 FEET SOUTH
 PN1275'OF TELEPHONE AND POWER POLE NUMBER, WLT 23-6-21-0/31, AND 1.0 FOOT
 PN1275'WEST OF A FENCE.
 PN1275'
 PN1275'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---EASTLING RM 2
 PN1275'1980---SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL CONCRETE
 PN1275'MONUMENT WHICH PROJECTS 2 INCHES ABOVE GROUND.  IT IS 83.0 FEET WEST
 PN1275'NORTHWEST OF THE NORTHWEST CORNER OF A METAL BARN, 61.0 FEET EAST OF
 PN1275'THE CENTER OF STH 34, 2.5 FEET WEST OF A FENCE CORNER, AND 2.0 FEET
 PN1275'WEST OF A METAL WITNESS POST.
 PN1275'
 PN1275'NO AZIMUTH MARK WAS SET.  HEIGHT OF LIGHT ABOVE MARK WAS 1.46 METERS.
 PN1275
 PN1275                          STATION RECOVERY (1994)
 PN1275
 PN1275'RECOVERY NOTE BY US POWER SQUADRON 1994
 PN1275'RECOVERED IN GOOD CONDITION.
 PN1275
 PN1275                          STATION RECOVERY (2003)
 PN1275
 PN1275'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN1275'RECOVERED IN GOOD CONDITION. ADD-- THE STATION IS 3.5 FT NORTH OF A
 PN1275'METAL RIGHT-OF-WAY POST, 2 FEET NORTH OF AN ORANGE FIBER OPTIC POST.
 PN1275'REFERENCE MARK 1 WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2
 PN1275'WAS FOUND IN GOOD CONDITION.  NOTE-- THERE ARE NO UTILITY POLES ON THE
 PN1275'EAST SIDE OF THE HIGHWAY.
 PN1275
 PN1275                          STATION RECOVERY (2004)
 PN1275
 PN1275'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN1275'THE STATION WAS NOT RECOVERED.  REFERENCE MARK 1 WAS RECOVERED IN POOR
 PN1275'CONDITION - CONCRETE POST IS TIPPED BUT MONUMENT IS STABLE.  REFERENCE
 PN1275'MARK 2 IS 1.5 FEET WEST OF A METAL WITNESS POST, 1.5 FOOR WEST OF A
 PN1275'YELLOW PLASTIC R/W POST, AND 9.3 FEET EAST OF A YELLOW PLASTIC R/W
 PN1275'POST.
 PN1275
 PN1275                          STATION RECOVERY (2005)
 PN1275
 PN1275'RECOVERY NOTE BY US POWER SQUADRON 2005 (DS)
 PN1275'RM2 - N44.46091-W089.80698
 PN1275'RM1 AND RM2 AND STATION SAME AS LAST YEAR
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON1099 ***********************************************************************
 ON1099  DESIGNATION -  EASTMAN
 ON1099  PID         -  ON1099
 ON1099  STATE/COUNTY-  WI/CRAWFORD
 ON1099  USGS QUAD   -  CROWLEY RIDGE (1983)
 ON1099
 ON1099                         *CURRENT SURVEY CONTROL
 ON1099  ___________________________________________________________________
 ON1099* NAD 83(1991)-  43 09 35.99226(N)    090 56 17.98134(W)     ADJUSTED  
 ON1099* NAVD 88     -       361.     (meters)    1184.     (feet)  SCALED    
 ON1099  ___________________________________________________________________
 ON1099  LAPLACE CORR-          -7.64  (seconds)                    DEFLEC99
 ON1099  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 ON1099
 ON1099  HORZ ORDER  -  SECOND
 ON1099
 ON1099.The horizontal coordinates were established by classical geodetic methods
 ON1099.and adjusted by the National Geodetic Survey in March 1999..
 ON1099
 ON1099.The orthometric height was scaled from a topographic map.
 ON1099
 ON1099.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1099
 ON1099.The geoid height was determined by GEOID03.
 ON1099
 ON1099;                    North         East     Units Scale Factor Converg.
 ON1099;SPC WI S     -   129,293.788   523,692.724   MT  0.99994137   -0 38 41.0
 ON1099;SPC WI S     -   424,191.37  1,718,148.55   sFT  0.99994137   -0 38 41.0
 ON1099;SPC IA N     - 1,187,547.776 1,708,302.825   MT  0.99998225   +1 44 10.2
 ON1099;UTM  15      - 4,780,645.739   667,609.179   MT  0.99994559   +1 24 38.1
 ON1099
 ON1099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1099!SPC WI S     -   0.99994845  x   0.99994137  =   0.99988983
 ON1099!SPC IA N     -   0.99994845  x   0.99998225  =   0.99993070
 ON1099!UTM  15      -   0.99994845  x   0.99994559  =   0.99989405
 ON1099
 ON1099|---------------------------------------------------------------------|
 ON1099| PID    Reference Object                     Distance      Geod. Az  |
 ON1099|                                                           dddmmss.s |
 ON1099| CI8572 EASTMAN RM 1                         19.337 METERS 19240     |
 ON1099| CI8571 EASTMAN AZ MK                                      2561412.9 |
 ON1099| ON0813 EASTMAN ST WENCESLAUS CATH CH       APPROX. 6.9 KM 2691833.4 |
 ON1099| CI8573 EASTMAN RM 2                         13.594 METERS 29728     |
 ON1099|---------------------------------------------------------------------|
 ON1099
 ON1099                          SUPERSEDED SURVEY CONTROL
 ON1099
 ON1099  NAD 83(1991)-  43 09 35.99088(N)    090 56 17.98403(W) AD(       ) 2
 ON1099  NAD 83(1986)-  43 09 35.98549(N)    090 56 17.98254(W) AD(       ) 2
 ON1099  NAD 27      -  43 09 36.05100(N)    090 56 17.53220(W) AD(       ) 2
 ON1099
 ON1099.Superseded values are not recommended for survey control.
 ON1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1099.See file dsdata.txt to determine how the superseded data were derived.
 ON1099
 ON1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH6760980646(NAD 83)
 ON1099_MARKER: DS = TRIANGULATION STATION DISK
 ON1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1099
 ON1099  HISTORY     - Date     Condition        Report By
 ON1099  HISTORY     - 1958     MONUMENTED       CGS
 ON1099
 ON1099                          STATION DESCRIPTION
 ON1099
 ON1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 ON1099'THE STATION IS ABOUT 5 MILES EAST OF EASTMAN, ABOUT 7 MILES
 ON1099'NORTHWEST OF WAUZEKA, IN THE NW 1/4 OF SEC. 23, T 8 N,, R 5 W.
 ON1099'AND ON ROAD RIGHT-OF-WAY.  IT IS 243 FEET NORTH OF INTERSECTION
 ON1099'OF THE GRAVELED T-ROAD, 84 FEET SOUTHEAST OF A T-FENCE CORNER,
 ON1099'16 FEET EAST OF THE CENTERLINE OF THE GRAVELED ROAD, 5 FEET
 ON1099'SOUTH OF A POWER POLE AND 4 FEET SOUTH OF A WHITE WITNESS
 ON1099'POST.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 ON1099'EASTMAN 1958.
 ON1099'
 ON1099'TO REACH THE STATION FROM THE PRAIRIE CITY BANK IN EASTMAN,
 ON1099'GO SOUTH ON STATE HIGHWAY 27 FOR ABOUT 200 FEET TO A CROSSROAD.
 ON1099'TURN LEFT AND GO EAST ON PAVED ROAD FOR 2 MILES TO END OF
 ON1099'PAVEMENT.  CONTINUE EAST ON GRAVELED ROAD FOR 0.45 MILE
 ON1099'TO A ROAD FORK.  KEEP RIGHT AND GO EAST FOR 1.5 MILES TO
 ON1099'A SIDE ROAD RIGHT AND THE AZIMUTH MARK ON THE RIGHT AS
 ON1099'DESCRIBED.  CONTINUE EAST ON GRAVELED ROAD FOR 0.45 MILE TO A
 ON1099'T-ROAD INTERSECTION AND THE STATION AS DESCRIBED.
 ON1099'
 ON1099'REFERENCE MARK 1 IS 17 FEET WEST OF THE CENTERLINE OF THE
 ON1099'GRAVELED ROAD, 2 FEET NORTHEAST OF A TELEPHONE POLE AND
 ON1099'1 FOOT EAST OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK
 ON1099'IS STAMPED EASTMAN NO 1 1958.
 ON1099'
 ON1099'REFERENCE MARK 2 IS 46 FEET SOUTH OF A FENCE CORNER, 16
 ON1099'FEET WEST OF THE CENTERLINE OF THE GRAVELED ROAD AND 1 FOOT
 ON1099'EAST OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 ON1099'STAMPED EASTMAN NO 2 1958.
 ON1099'
 ON1099'THE AZIMUTH MARK IS 55 FEET SOUTHWEST OF INTERSECTION OF
 ON1099'GRAVELED ROAD AND SIDE ROAD SOUTH, 21 FEET SOUTH OF CENTERLINE
 ON1099'OF GRAVELED ROAD, 5 FEET EAST OF A TELEPHONE POLE AND 1
 ON1099'FOOT NORTH OF A WHITE WITNESS POST.  THE MONUMENT PROJECTS
 ON1099'4 INCHES AND THE DISK IS STAMPED EASTMAN 1958.
 ON1099'
 ON1099'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5342 ***********************************************************************
 DH5342  DESIGNATION -  EASTMAN C GPS
 DH5342  PID         -  DH5342
 DH5342  STATE/COUNTY-  WI/CRAWFORD
 DH5342  USGS QUAD   -  EASTMAN (1983)
 DH5342
 DH5342                         *CURRENT SURVEY CONTROL
 DH5342  ___________________________________________________________________
 DH5342* NAD 83(1997)-  43 08 54.43434(N)    091 02 19.69429(W)     ADJUSTED  
 DH5342* NAVD 88     -                                                        
 DH5342  ___________________________________________________________________
 DH5342  X           -     -84,500.696 (meters)                     COMP
 DH5342  Y           -  -4,660,169.671 (meters)                     COMP
 DH5342  Z           -   4,339,779.329 (meters)                     COMP
 DH5342  LAPLACE CORR-          -7.03  (seconds)                    DEFLEC99
 DH5342  ELLIP HEIGHT-         336.89  (meters)          (08/01/05) GPS OBS
 DH5342  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 DH5342
 DH5342  HORZ ORDER  -  FIRST
 DH5342  ELLP ORDER  -  SECOND    CLASS I
 DH5342
 DH5342.The horizontal coordinates were established by GPS observations
 DH5342.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5342
 DH5342
 DH5342.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5342
 DH5342.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5342
 DH5342.The ellipsoidal height was determined by GPS observations
 DH5342.and is referenced to NAD 83.
 DH5342
 DH5342.The geoid height was determined by GEOID03.
 DH5342
 DH5342;                    North         East     Units Scale Factor Converg.
 DH5342;SPC WI S     -   128,108.355   515,506.197   MT  0.99994223   -0 42 49.6
 DH5342;SPC WI S     -   420,302.16  1,691,289.91   sFT  0.99994223   -0 42 49.6
 DH5342;UTM  15      - 4,779,167.485   659,470.537   MT  0.99991285   +1 20 29.5
 DH5342
 DH5342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5342!SPC WI S     -   0.99994717  x   0.99994223  =   0.99988940
 DH5342!UTM  15      -   0.99994717  x   0.99991285  =   0.99986003
 DH5342
 DH5342                          SUPERSEDED SURVEY CONTROL
 DH5342
 DH5342.No superseded survey control is available for this station.
 DH5342
 DH5342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH5947179167(NAD 83)
 DH5342_MARKER: DD = SURVEY DISK
 DH5342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5342_STAMPING: EASTMAN C GPS 2004
 DH5342_MARK LOGO: WIDT  
 DH5342_PROJECTION: FLUSH
 DH5342_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5342+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5342
 DH5342  HISTORY     - Date     Condition        Report By
 DH5342  HISTORY     - 2003     MONUMENTED       WIDT
 DH5342
 DH5342                          STATION DESCRIPTION
 DH5342
 DH5342'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5342'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH5342'STATION FROM THE  JUNCTION OF STATE HIGHWAY 27 WITH COUNTY HIGHWAY N
 DH5342'EAST ABOUT 3 MI SOUTH OF THE  VILLAGE OF EASTMAN, GO NORTH ON STATE
 DH5342'HIGHWAY 27 FOR 1.35 MI TO DUCHARME RIDGE ROAD ON  THE LEFT, CONTINUE
 DH5342'NORTH ON STATE HIGHWAY 27 FOR 0.1 MI TO THE STATION ON THE RIGHT.  THE
 DH5342'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH5342'SURVEY CONTROL  STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DH5342'CONCRETE POST ABOUT LEVEL WITH THE  HIGHWAY PAVEMENT.  THE STATION IS
 DH5342'10.8 M EAST OF THE CENTERLINE OF STATE HIGHWAY 27, 58.1  M NORTHEAST
 DH5342'OF POWER POLE --8-6W-24 9/2--, 54.1 M SOUTHEAST OF POWER POLE
 DH5342'--8-6W-24 10/5--,  1.0 M SOUTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS
 DH5342'POST, 1.0 M WEST OF AN ORANGE 4X4  PLASTIC WITNESS POST, AND 1.0 M
 DH5342'NORTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS POST.   ---NOTE---THIS
 DH5342'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DH5342'ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5057 ***********************************************************************
 DH5057  DESIGNATION -  EASTMAN E GPS
 DH5057  PID         -  DH5057
 DH5057  STATE/COUNTY-  WI/CRAWFORD
 DH5057  USGS QUAD   -  CROWLEY RIDGE (1983)
 DH5057
 DH5057                         *CURRENT SURVEY CONTROL
 DH5057  ___________________________________________________________________
 DH5057* NAD 83(1997)-  43 10 52.43397(N)    090 55 23.97593(W)     ADJUSTED  
 DH5057* NAVD 88     -                                                        
 DH5057  ___________________________________________________________________
 DH5057  X           -     -75,066.177 (meters)                     COMP
 DH5057  Y           -  -4,657,726.284 (meters)                     COMP
 DH5057  Z           -   4,342,329.179 (meters)                     COMP
 DH5057  LAPLACE CORR-          -7.74  (seconds)                    DEFLEC99
 DH5057  ELLIP HEIGHT-         181.50  (meters)          (08/01/05) GPS OBS
 DH5057  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 DH5057
 DH5057  HORZ ORDER  -  FIRST
 DH5057  ELLP ORDER  -  SECOND    CLASS I
 DH5057
 DH5057.The horizontal coordinates were established by GPS observations
 DH5057.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5057
 DH5057
 DH5057.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5057
 DH5057.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5057
 DH5057.The ellipsoidal height was determined by GPS observations
 DH5057.and is referenced to NAD 83.
 DH5057
 DH5057.The geoid height was determined by GEOID03.
 DH5057
 DH5057;                    North         East     Units Scale Factor Converg.
 DH5057;SPC WI S     -   131,638.878   524,938.753   MT  0.99993988   -0 38 03.9
 DH5057;SPC WI S     -   431,885.22  1,722,236.56   sFT  0.99993988   -0 38 03.9
 DH5057;UTM  15      - 4,783,034.031   668,770.299   MT  0.99995040   +1 25 17.1
 DH5057
 DH5057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5057!SPC WI S     -   0.99997154  x   0.99993988  =   0.99991142
 DH5057!UTM  15      -   0.99997154  x   0.99995040  =   0.99992194
 DH5057
 DH5057                          SUPERSEDED SURVEY CONTROL
 DH5057
 DH5057.No superseded survey control is available for this station.
 DH5057
 DH5057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH6877083034(NAD 83)
 DH5057_MARKER: DD = SURVEY DISK
 DH5057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5057_STAMPING: EASTMAN E GPS 2004
 DH5057_MARK LOGO: WIDT  
 DH5057_PROJECTION: FLUSH
 DH5057_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5057+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2005
 DH5057
 DH5057  HISTORY     - Date     Condition        Report By
 DH5057  HISTORY     - 2003     MONUMENTED       WIDT
 DH5057  HISTORY     - 20051227 GOOD             WIDT
 DH5057
 DH5057                          STATION DESCRIPTION
 DH5057
 DH5057'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5057'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH5057'STATION FROM THE  JUNCTION OF STATE HIGHWAY 179 WITH COUNTY HIGHWAY E
 DH5057'ABOUT 2 MI WEST OF THE VILLAGE OF  STEUBEN, GO SOUTH THEN WEST ON
 DH5057'STATE HIGHWAY 179 FOR 2.05 MI TO DUHA RIDGE ROAD ON THE  RIGHT,
 DH5057'CONTINUE WEST ON STATE HIGHWAY 179 FOR 0.1 M TO THE STATION ON THE
 DH5057'LEFT.  THE  STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH5057'GEODETIC SURVEY  CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DH5057'DIAMETER CONCRETE POST ABOUT LEVEL WITH  THE HIGHWAY PAVEMENT.  THE
 DH5057'STATION IS 7.9 M SOUTH OF THE CENTERLINE OF STATE HIGHWAY  179, 59.7 M
 DH5057'EAST OF A WOOD POST FOR A --NO PASSING ZONE-- SIGN, 4 M EAST-NORTHEAST
 DH5057'OF THE  CENTERLINE OF A FIELD ENTRANCE, 1.0 M EAST OF AN ORANGE 4X4
 DH5057'PLASTIC WITNESS POST, 1.0 M  SOUTHWEST OF AN ORANGE 4X4 PLASTIC
 DH5057'WITNESS POST AND 1.0 M NORTH OF AN ORANGE 4X4  PLASTIC WITNESS POST.
 DH5057'---NOTE--- THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING  HIGHER
 DH5057'THAN 20 DEGREES ABOVE THE HORIZON.
 DH5057
 DH5057                          STATION RECOVERY (2005)
 DH5057
 DH5057'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5057'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5000 ***********************************************************************
 DH5000  DESIGNATION -  EASTMAN GPS
 DH5000  PID         -  DH5000
 DH5000  STATE/COUNTY-  WI/CRAWFORD
 DH5000  USGS QUAD   -  EASTMAN (1983)
 DH5000
 DH5000                         *CURRENT SURVEY CONTROL
 DH5000  ___________________________________________________________________
 DH5000* NAD 83(1997)-  43 10 24.56253(N)    091 01 02.06751(W)     ADJUSTED  
 DH5000* NAVD 88     -                                                        
 DH5000  ___________________________________________________________________
 DH5000  X           -     -82,713.081 (meters)                     COMP
 DH5000  Y           -  -4,658,298.880 (meters)                     COMP
 DH5000  Z           -   4,341,808.368 (meters)                     COMP
 DH5000  LAPLACE CORR-          -7.54  (seconds)                    DEFLEC99
 DH5000  ELLIP HEIGHT-         337.06  (meters)          (08/01/05) GPS OBS
 DH5000  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 DH5000
 DH5000  HORZ ORDER  -  B
 DH5000  ELLP ORDER  -  FOURTH    CLASS I
 DH5000
 DH5000.The horizontal coordinates were established by GPS observations
 DH5000.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5000
 DH5000
 DH5000.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5000
 DH5000.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5000
 DH5000.The ellipsoidal height was determined by GPS observations
 DH5000.and is referenced to NAD 83.
 DH5000
 DH5000.The geoid height was determined by GEOID03.
 DH5000
 DH5000;                    North         East     Units Scale Factor Converg.
 DH5000;SPC WI S     -   130,867.715   517,293.918   MT  0.99994041   -0 41 56.2
 DH5000;SPC WI S     -   429,355.16  1,697,155.13   sFT  0.99994041   -0 41 56.2
 DH5000;UTM  15      - 4,781,989.122   661,158.089   MT  0.99991950   +1 21 24.9
 DH5000
 DH5000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5000!SPC WI S     -   0.99994714  x   0.99994041  =   0.99988756
 DH5000!UTM  15      -   0.99994714  x   0.99991950  =   0.99986665
 DH5000
 DH5000                          SUPERSEDED SURVEY CONTROL
 DH5000
 DH5000.No superseded survey control is available for this station.
 DH5000
 DH5000_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH6115881989(NAD 83)
 DH5000_MARKER: DD = SURVEY DISK
 DH5000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5000_STAMPING: EASTMAN GPS 2004
 DH5000_MARK LOGO: WIDT  
 DH5000_PROJECTION: FLUSH
 DH5000_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5000+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2005
 DH5000
 DH5000  HISTORY     - Date     Condition        Report By
 DH5000  HISTORY     - 2003     MONUMENTED       WIDT
 DH5000  HISTORY     - 20040816 GOOD             WIDT
 DH5000  HISTORY     - 20051227 GOOD             WIDT
 DH5000
 DH5000                          STATION DESCRIPTION
 DH5000
 DH5000'DESCRIBED BY WI DEPT OF TRANSP 2003 (BLT)
 DH5000'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27 WITH STATE
 DH5000'HIGHWAY 179 AND  COUNTY HIGHWAY D IN THE VILLAGE OF EASTMAN, GO NORTH
 DH5000'ON STATE HIGHWAY 27 FOR 0.1 MI TO  THE STATION ON THE RIGHT.  THE
 DH5000'STATION IS A BRONZE WISCONSIN DEPARTMENT OF  TRANSPORTATION GEODETIC
 DH5000'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM ROUND  CONCRETE
 DH5000'POST AND IS ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DH5000'25.3 M  EAST OF THE CENTERLINE OF STATE HIGHWAY 27, 37.7 M NORTHWEST
 DH5000'OF A WOOD POST FOR A --NO  PASSING ZONE--SIGN, 6.4 M WEST-NORTHWEST OF
 DH5000'TELEPHONE PEDESTAL--1051--, 5.5 M  WEST-NORTHWEST OF A YELLOW 4X4 R/W
 DH5000'POST AND 1.0 M NORTH, SOUTH, EAST OF THREE ORANGE  4X4 PLASTIC WITNESS
 DH5000'POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DH5000'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH5000
 DH5000                          STATION RECOVERY (2004)
 DH5000
 DH5000'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 DH5000'RECOVERED AS DESCRIBED.
 DH5000
 DH5000                          STATION RECOVERY (2005)
 DH5000
 DH5000'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5000'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5345 ***********************************************************************
 DH5345  DESIGNATION -  EASTMAN N GPS
 DH5345  PID         -  DH5345
 DH5345  STATE/COUNTY-  WI/CRAWFORD
 DH5345  USGS QUAD   -  EASTMAN (1983)
 DH5345
 DH5345                         *CURRENT SURVEY CONTROL
 DH5345  ___________________________________________________________________
 DH5345* NAD 83(1997)-  43 10 49.48149(N)    091 06 46.18052(W)     ADJUSTED  
 DH5345* NAVD 88     -                                                        
 DH5345  ___________________________________________________________________
 DH5345  X           -     -90,473.972 (meters)                     COMP
 DH5345  Y           -  -4,657,615.791 (meters)                     COMP
 DH5345  Z           -   4,342,357.458 (meters)                     COMP
 DH5345  LAPLACE CORR-          -4.77  (seconds)                    DEFLEC99
 DH5345  ELLIP HEIGHT-         319.92  (meters)          (08/01/05) GPS OBS
 DH5345  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 DH5345
 DH5345  HORZ ORDER  -  FIRST
 DH5345  ELLP ORDER  -  SECOND    CLASS I
 DH5345
 DH5345.The horizontal coordinates were established by GPS observations
 DH5345.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5345
 DH5345
 DH5345.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5345
 DH5345.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5345
 DH5345.The ellipsoidal height was determined by GPS observations
 DH5345.and is referenced to NAD 83.
 DH5345
 DH5345.The geoid height was determined by GEOID03.
 DH5345
 DH5345;                    North         East     Units Scale Factor Converg.
 DH5345;SPC WI S     -   131,735.861   509,532.990   MT  0.99993994   -0 45 52.7
 DH5345;SPC WI S     -   432,203.40  1,671,692.82   sFT  0.99993994   -0 45 52.7
 DH5345;UTM  15      - 4,782,578.246   653,371.290   MT  0.99988937   +1 17 29.9
 DH5345
 DH5345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5345!SPC WI S     -   0.99994983  x   0.99993994  =   0.99988978
 DH5345!UTM  15      -   0.99994983  x   0.99988937  =   0.99983921
 DH5345
 DH5345                          SUPERSEDED SURVEY CONTROL
 DH5345
 DH5345.No superseded survey control is available for this station.
 DH5345
 DH5345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH5337182578(NAD 83)
 DH5345_MARKER: DD = SURVEY DISK
 DH5345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5345_STAMPING: EASTMAN N GPS 2004
 DH5345_MARK LOGO: WIDT  
 DH5345_PROJECTION: FLUSH
 DH5345_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5345+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5345
 DH5345  HISTORY     - Date     Condition        Report By
 DH5345  HISTORY     - 2003     MONUMENTED       WIDT
 DH5345
 DH5345                          STATION DESCRIPTION
 DH5345
 DH5345'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5345'OWNERSHIP--TOWN OF EASTMAN.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5345'STATE HIGHWAY  35 WITH COUNTY HIGHWAY D ABOUT 8 MI NORTH OF THE CITY
 DH5345'OF PRAIRIE DU CHIEN, GO EAST ON  COUNTY HIGHWAY D FOR 1.0 MI TO WALL
 DH5345'RIDGE ROAD ON THE LEFT, TURN LEFT AND GO NORTH ON  WALL RIDGE ROAD FOR
 DH5345'0.9 MI TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DH5345'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH5345'IN THE TOP OF A  41-CM DIAMETER ABOUT 1 M ABOVE THE ROAD PAVEMENT.
 DH5345'THE STATION IS 7.4 M WEST OF THE  CENTERLINE OF WALL RIDGE ROAD, 66 M
 DH5345'NORTH OF THE CENTERLINE OF PREW LANE, 12 M SOUTH OF  THE CENTERLINE OF
 DH5345'A FIELD ENTRANCE, 1.0 M SOUTH OF AN ORANGE 4X4 PLASTIC WITNESS POST,
 DH5345'AND 1.0 M NORTH OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS
 DH5345'STATION HAS NO  VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DH5345'ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5341 ***********************************************************************
 DH5341  DESIGNATION -  EASTMAN S GPS
 DH5341  PID         -  DH5341
 DH5341  STATE/COUNTY-  WI/CRAWFORD
 DH5341  USGS QUAD   -  CROWLEY RIDGE (1983)
 DH5341
 DH5341                         *CURRENT SURVEY CONTROL
 DH5341  ___________________________________________________________________
 DH5341* NAD 83(1997)-  43 08 08.54992(N)    090 56 58.59251(W)     ADJUSTED  
 DH5341* NAVD 88     -                                                        
 DH5341  ___________________________________________________________________
 DH5341  X           -     -77,260.105 (meters)                     COMP
 DH5341  Y           -  -4,661,152.616 (meters)                     COMP
 DH5341  Z           -   4,338,641.939 (meters)                     COMP
 DH5341  LAPLACE CORR-          -7.73  (seconds)                    DEFLEC99
 DH5341  ELLIP HEIGHT-         184.57  (meters)          (08/01/05) GPS OBS
 DH5341  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 DH5341
 DH5341  HORZ ORDER  -  FIRST
 DH5341  ELLP ORDER  -  SECOND    CLASS I
 DH5341
 DH5341.The horizontal coordinates were established by GPS observations
 DH5341.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5341
 DH5341
 DH5341.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5341
 DH5341.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5341
 DH5341.The ellipsoidal height was determined by GPS observations
 DH5341.and is referenced to NAD 83.
 DH5341
 DH5341.The geoid height was determined by GEOID03.
 DH5341
 DH5341;                    North         East     Units Scale Factor Converg.
 DH5341;SPC WI S     -   126,606.043   522,744.646   MT  0.99994323   -0 39 08.9
 DH5341;SPC WI S     -   415,373.33  1,715,038.06   sFT  0.99994323   -0 39 08.9
 DH5341;UTM  15      - 4,777,925.721   666,758.089   MT  0.99994210   +1 24 08.0
 DH5341
 DH5341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5341!SPC WI S     -   0.99997106  x   0.99994323  =   0.99991429
 DH5341!UTM  15      -   0.99997106  x   0.99994210  =   0.99991316
 DH5341
 DH5341                          SUPERSEDED SURVEY CONTROL
 DH5341
 DH5341.No superseded survey control is available for this station.
 DH5341
 DH5341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH6675877926(NAD 83)
 DH5341_MARKER: DD = SURVEY DISK
 DH5341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5341_STAMPING: EASTMAN S GPS 2004
 DH5341_MARK LOGO: WIDT  
 DH5341_PROJECTION: FLUSH
 DH5341_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5341+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5341
 DH5341  HISTORY     - Date     Condition        Report By
 DH5341  HISTORY     - 2003     MONUMENTED       WIDT
 DH5341
 DH5341                          STATION DESCRIPTION
 DH5341
 DH5341'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5341'OWNERSHIP--TOWN OF EASTMAN.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5341'STATE HIGHWAY  27 WITH COUNTY HIGHWAY N EAST ABOUT 3 MI SOUTHWEST OF
 DH5341'THE VILLAGE OF EASTMAN, GO EAST  ON COUNTY HIGHWAY N EAST FOR 2.6 MI
 DH5341'TO MILL ROAD ON THE LEFT, TURN LEFT AND GO  NORTHEAST ON MILL ROAD FOR
 DH5341'1.2 MI TO PLUM CREEK ROAD, TURN RIGHT AND GO SOUTHEAST ON  PLUM CREEK
 DH5341'ROAD FOR 1.7 MI TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DH5341'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH5341'DISK SET IN  THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL
 DH5341'WITH THE ROAD PAVEMENT.  THE  STATION IS 6.0 M SOUTHEAST OF THE
 DH5341'CENTERLINE OF PLUM CREEK ROAD, 72 M WEST OF THE  EXTENDED CENTERLINE
 DH5341'OF PRIVATE ENTRANCE --54328--, 64 M WEST OF TELEPHONE PEDESTAL
 DH5341'--1534--,  1.0 M EAST-NORTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS POST,
 DH5341'AND 1.0 M  WEST-NORTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DH5341'---NOTE---THIS STATION HAS NO  VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH5341'THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0813 ***********************************************************************
 ON0813  DESIGNATION -  EASTMAN ST WENCESLAUS CATH CH
 ON0813  PID         -  ON0813
 ON0813  STATE/COUNTY-  WI/CRAWFORD
 ON0813  USGS QUAD   -  EASTMAN (1983)
 ON0813
 ON0813                         *CURRENT SURVEY CONTROL
 ON0813  ___________________________________________________________________
 ON0813* NAD 83(1991)-  43 09 33.19129(N)    091 01 22.58516(W)     ADJUSTED  
 ON0813* NAVD 88     -                                                        
 ON0813  ___________________________________________________________________
 ON0813  LAPLACE CORR-          -7.42  (seconds)                    DEFLEC99
 ON0813  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 ON0813
 ON0813  HORZ ORDER  -  THIRD
 ON0813
 ON0813.The horizontal coordinates were established by classical geodetic methods
 ON0813.and adjusted by the National Geodetic Survey in March 1999..
 ON0813
 ON0813
 ON0813.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0813
 ON0813.The geoid height was determined by GEOID03.
 ON0813
 ON0813;                    North         East     Units Scale Factor Converg.
 ON0813;SPC WI S     -   129,288.281   516,811.114   MT  0.99994142   -0 42 10.3
 ON0813;SPC WI S     -   424,173.30  1,695,571.13   sFT  0.99994142   -0 42 10.3
 ON0813;SPC IA N     - 1,187,256.335 1,701,427.105   MT  0.99998214   +1 40 43.7
 ON0813;UTM  15      - 4,780,393.421   660,732.261   MT  0.99991782   +1 21 09.6
 ON0813
 ON0813                          SUPERSEDED SURVEY CONTROL
 ON0813
 ON0813  NAD 83(1991)-  43 09 33.18966(N)    091 01 22.58668(W) AD(       ) 4
 ON0813  NAD 83(1986)-  43 09 33.18449(N)    091 01 22.58581(W) AD(       ) 4
 ON0813  NAD 27      -  43 09 33.25400(N)    091 01 22.12600(W) AD(       ) 3
 ON0813
 ON0813.Superseded values are not recommended for survey control.
 ON0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0813.See file dsdata.txt to determine how the superseded data were derived.
 ON0813
 ON0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH6073280393(NAD 83)
 ON0813_MARKER: 90 = CHURCH SPIRE
 ON0813
 ON0813  HISTORY     - Date     Condition        Report By
 ON0813  HISTORY     - 1958     FIRST OBSERVED   CGS
 ON0813
 ON0813                          STATION DESCRIPTION
 ON0813
 ON0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 ON0813'THE STATION IS THE TOP OF THE SPIRE.  THE SPIRE IS OVER THE
 ON0813'WEST ENTRANCE TO THE YELLOW COLORED STONE CHURCH.  THE SPIRE
 ON0813'IS COVERED WITH GREY SHINGLES AND HAS A GOLD COLORED CROSS
 ON0813'ON THE TOP.  THE OVERALL HEIGHT OF THE SPIRE AND CHURCH
 ON0813'IS 60 FEET.
 ON0813'
 ON0813'THE CHURCH IS ABOUT 1 MILE SOUTH OF EASTMAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5343 ***********************************************************************
 DH5343  DESIGNATION -  EASTMAN W GPS
 DH5343  PID         -  DH5343
 DH5343  STATE/COUNTY-  WI/CRAWFORD
 DH5343  USGS QUAD   -  HARPERS FERRY (1983)
 DH5343
 DH5343                         *CURRENT SURVEY CONTROL
 DH5343  ___________________________________________________________________
 DH5343* NAD 83(1997)-  43 08 28.14017(N)    091 08 32.82594(W)     ADJUSTED  
 DH5343* NAVD 88     -                                                        
 DH5343  ___________________________________________________________________
 DH5343  X           -     -92,939.271 (meters)                     COMP
 DH5343  Y           -  -4,660,435.515 (meters)                     COMP
 DH5343  Z           -   4,339,066.822 (meters)                     COMP
 DH5343  LAPLACE CORR-          -4.83  (seconds)                    DEFLEC99
 DH5343  ELLIP HEIGHT-         160.77  (meters)          (08/01/05) GPS OBS
 DH5343  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 DH5343
 DH5343  HORZ ORDER  -  FIRST
 DH5343  ELLP ORDER  -  SECOND    CLASS I
 DH5343
 DH5343.The horizontal coordinates were established by GPS observations
 DH5343.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5343
 DH5343
 DH5343.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5343
 DH5343.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5343
 DH5343.The ellipsoidal height was determined by GPS observations
 DH5343.and is referenced to NAD 83.
 DH5343
 DH5343.The geoid height was determined by GEOID03.
 DH5343
 DH5343;                    North         East     Units Scale Factor Converg.
 DH5343;SPC WI S     -   127,407.305   507,065.133   MT  0.99994280   -0 47 05.9
 DH5343;SPC WI S     -   418,002.13  1,663,596.19   sFT  0.99994280   -0 47 05.9
 DH5343;UTM  15      - 4,778,164.194   651,060.432   MT  0.99988072   +1 16 13.5
 DH5343
 DH5343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5343!SPC WI S     -   0.99997479  x   0.99994280  =   0.99991759
 DH5343!UTM  15      -   0.99997479  x   0.99988072  =   0.99985551
 DH5343
 DH5343                          SUPERSEDED SURVEY CONTROL
 DH5343
 DH5343.No superseded survey control is available for this station.
 DH5343
 DH5343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH5106078164(NAD 83)
 DH5343_MARKER: DD = SURVEY DISK
 DH5343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5343_STAMPING: EASTMAN W GPS 2004
 DH5343_MARK LOGO: WIDT  
 DH5343_PROJECTION: FLUSH
 DH5343_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5343+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH5343
 DH5343  HISTORY     - Date     Condition        Report By
 DH5343  HISTORY     - 2003     MONUMENTED       WIDT
 DH5343  HISTORY     - 20051228 GOOD             WIDT
 DH5343
 DH5343                          STATION DESCRIPTION
 DH5343
 DH5343'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5343'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH5343'STATION FROM THE  JUNCTION OF STATE HIGHWAY 35 WITH COUNTY HIGHWAY N
 DH5343'ABOUT 4 MI NORTH OF THE CITY OF  PRAIRIE DU CHIEN, GO NORTH ON STATE
 DH5343'HIGHWAY 35 FOR 1.2 MI TO PICATEE CREEK ROAD ON THE  RIGHT AND THE
 DH5343'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH5343'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH5343'A 41-CM DIAMETER  CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DH5343'THE STATION IS 21.4 M EAST OF THE  CENTERLINE OF STATE HIGHWAY 35,
 DH5343'25.5 M SOUTH OF THE CENTERLINE OF PICATEE CREEK ROAD,  16.2 M
 DH5343'EAST-NORTHEAST OF A WOOD POST FOR A --ADOPT A HIGHWAY SPONSOR HOLY
 DH5343'TRINITY  EPISCOPAL CHURCH PRAIRIE DU CHIEN AND NO PASSING ZONE--
 DH5343'SIGNS, 12.1 M SOUTH-SOUTHWEST  OF TELEPHONE PEDESTAL --7000-8--, 1.0 M
 DH5343'SOUTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS POST,  AND 1.0 M NORTHWEST
 DH5343'OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DH5343'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH5343'HORIZON EXCEPT FOR  TREES TO THE SOUTHEAST AND A HILL TO THE NORTHEAST
 DH5343'EXTENDING TO 30 AND 40 DEGREES  ABOVE THE HORIZON RESPECTIVELY.
 DH5343
 DH5343                          STATION RECOVERY (2005)
 DH5343
 DH5343'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5343'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5489 ***********************************************************************
 DH5489  DESIGNATION -  EASTON C GPS
 DH5489  PID         -  DH5489
 DH5489  STATE/COUNTY-  WI/ADAMS
 DH5489  USGS QUAD   -  EASTON (1983)
 DH5489
 DH5489                         *CURRENT SURVEY CONTROL
 DH5489  ___________________________________________________________________
 DH5489* NAD 83(1997)-  43 50 49.15143(N)    089 47 02.44014(W)     ADJUSTED  
 DH5489* NAVD 88     -                                                        
 DH5489  ___________________________________________________________________
 DH5489  X           -      17,368.752 (meters)                     COMP
 DH5489  Y           -  -4,607,420.623 (meters)                     COMP
 DH5489  Z           -   4,396,021.969 (meters)                     COMP
 DH5489  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
 DH5489  ELLIP HEIGHT-         253.96  (meters)          (08/01/05) GPS OBS
 DH5489  GEOID HEIGHT-         -35.51  (meters)                     GEOID03
 DH5489
 DH5489  HORZ ORDER  -  FIRST
 DH5489  ELLP ORDER  -  SECOND    CLASS I
 DH5489
 DH5489.The horizontal coordinates were established by GPS observations
 DH5489.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5489
 DH5489
 DH5489.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5489
 DH5489.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5489
 DH5489.The ellipsoidal height was determined by GPS observations
 DH5489.and is referenced to NAD 83.
 DH5489
 DH5489.The geoid height was determined by GEOID03.
 DH5489
 DH5489;                    North         East     Units Scale Factor Converg.
 DH5489;SPC WI S     -   205,208.570   617,367.437   MT  0.99996278   +0 08 54.3
 DH5489;SPC WI S     -   673,255.12  2,025,479.67   sFT  0.99996278   +0 08 54.3
 DH5489;UTM  16      - 4,858,645.984   276,217.873   MT  1.00021599   -1 55 45.8
 DH5489
 DH5489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5489!SPC WI S     -   0.99996018  x   0.99996278  =   0.99992296
 DH5489!UTM  16      -   0.99996018  x   1.00021599  =   1.00017616
 DH5489
 DH5489                          SUPERSEDED SURVEY CONTROL
 DH5489
 DH5489.No superseded survey control is available for this station.
 DH5489
 DH5489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7621858646(NAD 83)
 DH5489_MARKER: DD = SURVEY DISK
 DH5489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5489_STAMPING: EASTON C GPS 2004
 DH5489_MARK LOGO: WIDT  
 DH5489_PROJECTION: FLUSH
 DH5489_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5489+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5489
 DH5489  HISTORY     - Date     Condition        Report By
 DH5489  HISTORY     - 2003     MONUMENTED       WIDT
 DH5489
 DH5489                          STATION DESCRIPTION
 DH5489
 DH5489'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5489'OWNERSHIP--TOWN OF EASTON.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5489'STATE HIGHWAY  13 WITH COUNTY HIGHWAY H AND EVERGREEN DRIVE ABOUT 8 MI
 DH5489'SOUTH OF THE CITY OF ADAMS, GO  NORTHERLY ON STATE HIGHWAY 13 FOR 1.7
 DH5489'MI TO EMBER AVENUE, TURN RIGHT AND GO EAST ON  EMBER AVENUE FOR 1.5 MI
 DH5489'TO 10TH DRIVE ON THE LEFT, CONTINUE EAST ON EMBER AVENUE FOR  0.15 MI
 DH5489'TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DH5489'DEPARTMENT OF  TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH5489'IN THE TOP OF A 41-CM DIAMETER  CONCRETE POST ABOUT LEVEL WITH THE
 DH5489'ROAD PAVEMENT.  THE STATION IS 5.8 M SOUTH OF THE  CENTERLINE OF EMBER
 DH5489'AVENUE, 129 M EAST OF THE CENTERLINE OF PRIVATE ENTANCE --1045--, AND
 DH5489'1.0 M EAST AND WEST OF TWO ORANGE 4X4 PLASTIC WITNESS POSTS.
 DH5489'---NOTE---THIS STATION HAS  NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH5489'THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5492 ***********************************************************************
 DH5492  DESIGNATION -  EASTON S GPS
 DH5492  PID         -  DH5492
 DH5492  STATE/COUNTY-  WI/ADAMS
 DH5492  USGS QUAD   -  BROOKS (1979)
 DH5492
 DH5492                         *CURRENT SURVEY CONTROL
 DH5492  ___________________________________________________________________
 DH5492* NAD 83(1997)-  43 49 05.49565(N)    089 43 04.04681(W)     ADJUSTED  
 DH5492* NAVD 88     -                                                        
 DH5492  ___________________________________________________________________
 DH5492  X           -      22,704.817 (meters)                     COMP
 DH5492  Y           -  -4,609,628.570 (meters)                     COMP
 DH5492  Z           -   4,393,728.891 (meters)                     COMP
 DH5492  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 DH5492  ELLIP HEIGHT-         275.34  (meters)          (08/01/05) GPS OBS
 DH5492  GEOID HEIGHT-         -35.60  (meters)                     GEOID03
 DH5492
 DH5492  HORZ ORDER  -  FIRST
 DH5492  ELLP ORDER  -  SECOND    CLASS I
 DH5492
 DH5492.The horizontal coordinates were established by GPS observations
 DH5492.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5492
 DH5492
 DH5492.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5492
 DH5492.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5492
 DH5492.The ellipsoidal height was determined by GPS observations
 DH5492.and is referenced to NAD 83.
 DH5492
 DH5492.The geoid height was determined by GEOID03.
 DH5492
 DH5492;                    North         East     Units Scale Factor Converg.
 DH5492;SPC WI S     -   202,025.429   622,702.956   MT  0.99995899   +0 11 38.1
 DH5492;SPC WI S     -   662,811.76  2,042,984.61   sFT  0.99995899   +0 11 38.1
 DH5492;UTM  16      - 4,855,270.741   281,435.774   MT  1.00018760   -1 52 56.9
 DH5492
 DH5492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5492!SPC WI S     -   0.99995683  x   0.99995899  =   0.99991582
 DH5492!UTM  16      -   0.99995683  x   1.00018760  =   1.00014442
 DH5492
 DH5492                          SUPERSEDED SURVEY CONTROL
 DH5492
 DH5492.No superseded survey control is available for this station.
 DH5492
 DH5492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP8143655271(NAD 83)
 DH5492_MARKER: DD = SURVEY DISK
 DH5492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5492_STAMPING: EASTON S GPS 2004
 DH5492_MARK LOGO: WIDT  
 DH5492_PROJECTION: FLUSH
 DH5492_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5492+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5492
 DH5492  HISTORY     - Date     Condition        Report By
 DH5492  HISTORY     - 2003     MONUMENTED       WIDT
 DH5492
 DH5492                          STATION DESCRIPTION
 DH5492
 DH5492'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5492'OWNERSHIP--TOWN OF EASTON.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5492'COUNTY HIGHWAY  A WITH COUNTY HIGHWAY B ABOUT 9 MI SOUTHEAST OF THE
 DH5492'CITY OF ADAMS, GO SOUTH ON COUNTY  HIGHWAY B FOR 1.0 MI TO CHURCH CAMP
 DH5492'ROAD ON THE LEFT AND FAWN AVENUE ON THE RIGHT,  TURN RIGHT AND GO WEST
 DH5492'ON FAWN AVENUE FOR 0.05 MI TO THE STATION ON THE RIGHT.  THE  STATION
 DH5492'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DH5492'CONTROL  STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DH5492'ABOUT LEVEL WITH THE ROAD  PAVEMENT.  THE STATION IS 6.5 M NORTH OF
 DH5492'THE CENTERLINE OF FAWN AVENUE, 53 M WEST OF A  METAL POST FOR A --TOWN
 DH5492'OF SPRINGFIELD IS ZONED PERMITS REQUIRED AND WARNING THIS IS A  CRIME
 DH5492'WATCH COMMUNITY-- SIGNS, 45.9 M EAST OF A WOOD POST FOR A --35 MPH--
 DH5492'SIGN, AND 1.0 M  SOUTH, NORTHEAST, AND NORTHWEST OF THREE ORANGE 4X4
 DH5492'PLASTIC WITNESS POSTS.   ---NOTE---THIS STATION HAS NO VISIBLE
 DH5492'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES  ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0910 ***********************************************************************
 PN0910  DESIGNATION -  EATON
 PN0910  PID         -  PN0910
 PN0910  STATE/COUNTY-  WI/MANITOWOC
 PN0910  USGS QUAD   -  POTTER (1993)
 PN0910
 PN0910                         *CURRENT SURVEY CONTROL
 PN0910  ___________________________________________________________________
 PN0910* NAD 83(1991)-  44 00 52.76156(N)    088 01 33.74225(W)     ADJUSTED  
 PN0910* NAVD 88     -       279.     (meters)     915.     (feet)  SCALED    
 PN0910  ___________________________________________________________________
 PN0910  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 PN0910  GEOID HEIGHT-         -35.96  (meters)                     GEOID03
 PN0910
 PN0910  HORZ ORDER  -  SECOND
 PN0910
 PN0910.The horizontal coordinates were established by classical geodetic methods
 PN0910.and adjusted by the National Geodetic Survey in November 1991..
 PN0910
 PN0910.The orthometric height was scaled from a topographic map.
 PN0910
 PN0910.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0910
 PN0910.The geoid height was determined by GEOID03.
 PN0910
 PN0910;                    North         East     Units Scale Factor Converg.
 PN0910;SPC WI S     -   225,688.894   758,268.489   MT  0.99998985   +1 21 22.7
 PN0910;SPC WI S     -   740,447.65  2,487,752.53   sFT  0.99998985   +1 21 22.7
 PN0910;UTM  16      - 4,874,012.349   417,758.288   MT  0.99968319   -0 42 46.7
 PN0910
 PN0910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0910!SPC WI S     -   0.99996189  x   0.99998985  =   0.99995174
 PN0910!UTM  16      -   0.99996189  x   0.99968319  =   0.99964509
 PN0910
 PN0910:                Primary Azimuth Mark                     Grid Az
 PN0910:SPC WI S     -  VALDERS MUNICIPAL TANK                   061 21 26.3
 PN0910:UTM  16      -  VALDERS MUNICIPAL TANK                   063 25 35.7
 PN0910
 PN0910|---------------------------------------------------------------------|
 PN0910| PID    Reference Object                     Distance      Geod. Az  |
 PN0910|                                                           dddmmss.s |
 PN0910| PM0484 VALDERS MUNICIPAL TANK              APPROX.12.7 KM 0624249.0 |
 PN0910| CJ4889 EATON RM 1                           11.091 METERS 09502     |
 PN0910| PM0488 ST NAZIANZ ST GREGORYS CATH CH      APPROX. 8.0 KM 0971811.2 |
 PN0910| CJ4888 EATON AZ MK                                        1383101.6 |
 PN0910| OM0659 KIEL MUNICIPAL TANK                 APPROX.11.3 KM 1834359.7 |
 PN0910| OM0658 KIEL SS PETER AND PAUL CATH CH      APPROX.11.4 KM 1834645.3 |
 PN0910| OM0653 NEW HOLSTEIN MUNICIPAL TANK         APPROX. 9.1 KM 2164952.0 |
 PN0910| CJ4890 EATON RM 2                           33.503 METERS 24231     |
 PN0910| PN0909 ST MARTINS CATH CH SPIRE            APPROX. 6.0 KM 2635504.3 |
 PN0910| PN0915 CHILTON ST MARYS CATH CH TOWER      APPROX.11.0 KM 2784001.7 |
 PN0910|---------------------------------------------------------------------|
 PN0910
 PN0910                          SUPERSEDED SURVEY CONTROL
 PN0910
 PN0910  NAD 83(1986)-  44 00 52.75134(N)    088 01 33.73907(W) AD(       ) 2
 PN0910  NAD 27      -  44 00 52.77900(N)    088 01 33.39300(W) AD(       ) 2
 PN0910
 PN0910.Superseded values are not recommended for survey control.
 PN0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0910.See file dsdata.txt to determine how the superseded data were derived.
 PN0910
 PN0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1775874012(NAD 83)
 PN0910_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PN0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0910
 PN0910  HISTORY     - Date     Condition        Report By
 PN0910  HISTORY     - 1953     MONUMENTED       CGS
 PN0910
 PN0910                          STATION DESCRIPTION
 PN0910
 PN0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PN0910'STATION IS LOCATED ON THE PROPERTY OF G. BROCKER ABOUT 7
 PN0910'MILES EAST OF CHILTON AND ABOUT 6 MILES NORTHEAST OF NEW
 PN0910'HOLSTEIN.  IT IS 0.15 MILE NORTH OF MR. BROCKERS FARM BUILDINGS,
 PN0910'95 FEET EAST OF A FENCE CORNER, 6 FEET SOUTHEAST OF A WHITE
 PN0910'WITNESS POST AND 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS
 PN0910'ABOUT 2 INCHES AND THE DISK IS STAMPED EATON 1953.
 PN0910'
 PN0910'REFERENCE MARK NO. 1 IS 7 FEET NORTH OF THE FENCE AND 1 FOOT
 PN0910'NORTH OF A LARGE BOULDER THAT PROJECTS ABOUT 18 INCHES.  THE
 PN0910'MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED EATON NO
 PN0910'1 1953.
 PN0910'
 PN0910'REFERENCE MARK NO. 2 IS 50 FEET SOUTH OF A FENCE CORNER AND
 PN0910'1 FOOT EAST OF A FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND
 PN0910'THE DISK IS STAMPED EATON NO 2 1953.
 PN0910'
 PN0910'AZIMUTH MARK IS 24 FEET EAST OF THE CENTER OF STATE HIGHWAY 32,
 PN0910'5 FEET WEST OF A FENCE AND 3 FEET NORTH OF A WHITE WITNESS
 PN0910'POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 PN0910'EATON 1953.
 PN0910'
 PN0910'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 151
 PN0910'AND 57, 1/2 MILE SOUTH OF CHILTON, GO EAST ON HIGHWAY 151 FOR
 PN0910'6.5 MILES TO THE JUNCTION OF STATE HIGHWAY 32.  TURN RIGHT AND
 PN0910'GO SOUTH ON HIGHWAY 32 FOR 0.75 MILE TO A GRAVEL FARM LANE
 PN0910'RIGHT*.  TURN RIGHT AND GO WEST FOR 0.05 MILE TO MR. BROCKERS
 PN0910'FARM BUILDINGS.  TURN RIGHT THROUGH GATE AND GO NORTH UP
 PN0910'HILL THROUGH ONE FENCE TO SECOND FENCE AND THE STATION AS
 PN0910'DESCRIBED.
 PN0910'
 PN0910'*TO REACH THE AZIMUTH MARK FROM THE FARM LANE, CONTINUE SOUTH
 PN0910'ON THE HIGHWAY FOR 0.1 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 PN0910'
 PN0910'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF6109 ***********************************************************************
 DF6109  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6109  DESIGNATION -  EATON C GPS
 DF6109  PID         -  DF6109
 DF6109  STATE/COUNTY-  WI/MANITOWOC
 DF6109  USGS QUAD   -  VALDERS (1992)
 DF6109
 DF6109                         *CURRENT SURVEY CONTROL
 DF6109  ___________________________________________________________________
 DF6109* NAD 83(1997)-  44 01 46.65588(N)    087 59 28.41236(W)     ADJUSTED  
 DF6109* NAVD 88     -       268.96   (meters)     882.4    (feet)  GPS OBS   
 DF6109  ___________________________________________________________________
 DF6109  X           -     161,008.833 (meters)                     COMP
 DF6109  Y           -  -4,590,533.775 (meters)                     COMP
 DF6109  Z           -   4,410,620.951 (meters)                     COMP
 DF6109  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 DF6109  ELLIP HEIGHT-         233.00  (meters)          (06/11/03) GPS OBS
 DF6109  GEOID HEIGHT-         -35.97  (meters)                     GEOID03
 DF6109
 DF6109  HORZ ORDER  -  FIRST
 DF6109  ELLP ORDER  -  THIRD     CLASS I
 DF6109
 DF6109.The horizontal coordinates were established by GPS observations
 DF6109.and adjusted by the National Geodetic Survey in June 2003..
 DF6109
 DF6109.The orthometric height was determined by GPS observations and a
 DF6109.high-resolution geoid model using precise GPS observation and
 DF6109.processing techniques.
 DF6109
 DF6109.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6109
 DF6109.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6109
 DF6109.The ellipsoidal height was determined by GPS observations
 DF6109.and is referenced to NAD 83.
 DF6109
 DF6109.The geoid height was determined by GEOID03.
 DF6109
 DF6109;                    North         East     Units Scale Factor Converg.
 DF6109;SPC WI S     -   227,418.484   761,019.197   MT  0.99999269   +1 22 48.8
 DF6109;SPC WI S     -   746,122.14  2,496,777.15   sFT  0.99999269   +1 22 48.8
 DF6109;UTM  16      - 4,875,640.984   420,568.779   MT  0.99967760   -0 41 20.3
 DF6109
 DF6109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6109!SPC WI S     -   0.99996347  x   0.99999269  =   0.99995616
 DF6109!UTM  16      -   0.99996347  x   0.99967760  =   0.99964108
 DF6109
 DF6109                          SUPERSEDED SURVEY CONTROL
 DF6109
 DF6109.No superseded survey control is available for this station.
 DF6109
 DF6109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP2056975641(NAD 83)
 DF6109_MARKER: DD = SURVEY DISK
 DF6109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6109_STAMPING: EATON C GPS 1993-94
 DF6109_MARK LOGO: WI-071
 DF6109_PROJECTION: FLUSH
 DF6109_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6109+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2005
 DF6109
 DF6109  HISTORY     - Date     Condition        Report By
 DF6109  HISTORY     - 1993     MONUMENTED       WI-071
 DF6109  HISTORY     - 2002     GOOD             WIDT
 DF6109  HISTORY     - 20030622 GOOD             USPSQD
 DF6109  HISTORY     - 20050906 GOOD             WIDT
 DF6109
 DF6109                          STATION DESCRIPTION
 DF6109
 DF6109'DESCRIBED BY WI DEPT OF TRANSP 2002 (DJH)
 DF6109'THE STATION IS LOCATED ABOUT 27 KM SOUTHWEST OF MANITOWOC AND 6 KM
 DF6109'NORTHWEST OF ST.
 DF6109'NAZIANZ.  OWNERSHIP--TOWN OF EATON.  TO REACH THE STATION FROM THE
 DF6109'JUNCTION OF US
 DF6109'HIGHWAY 151 WITH STATE HIGHWAY 67 ABOUT 11 KM EAST OF THE CITY OF
 DF6109'CHILTON, GO NORTHEAST
 DF6109'ON US HIGHWAY 151 FOR 1.3 KM TO CARSTON LAKE ROAD ON THE RIGHT, TURN
 DF6109'RIGHT AND GO EAST
 DF6109'ON CARSTON LAKE ROAD FOR 0.8 KM TO HICKORY HILLS ROAD ON THE LEFT,
 DF6109'CONTINUE EAST ON
 DF6109'CARSTON LAKE ROAD FOR 0.5 KM TO THE STATION ON THE RIGHT.  THE STATION
 DF6109'IS A BRONZE
 DF6109'MANITOWOC COUNTY GEODETIC CONTOL MARKER DISK SET IN THE TOP OF A 45-CM
 DF6109'DIAMETER
 DF6109'CONCRETE POST SET TO A DEPTH OF 1.8 M AND ABOUT 0.3 M BELOW THE ROAD
 DF6109'PAVEMENT.  THE
 DF6109'STATION IS 11.1 M SOUTHWEST OF THE CENTERLINE OF CARSTON LAKE ROAD, 62
 DF6109'M SOUTHEAST OF A
 DF6109'TELEPHONE PEDESTAL --7000 30-1--, 38.1 M SOUTH OF A TELEPHONE PEDESTAL
 DF6109'--7000 30--, 28 M
 DF6109'NORTHWEST OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE --21435--, 1
 DF6109'M NORTH OF A
 DF6109'BARBED WIRE FENCE, 1.0 M SOUTHWEST, 1.0 M NORTHEAST, AND 1.0 M
 DF6109'NORTHWEST OF THREE 4X4
 DF6109'ORANGE PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE
 DF6109'OBSTRUCTIONS
 DF6109'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE
 DF6109'4.0 M WEST
 DF6109'OF THE STATION EXTENDING TO 60 DEGREES AND A TREE TO THE NORTHEAST
 DF6109'EXTENDING TO 20
 DF6109'DEGREES.
 DF6109'
 DF6109
 DF6109                          STATION RECOVERY (2003)
 DF6109
 DF6109'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6109'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS IN THE CENTER OF A
 DF6109'TRIANGLE FORMED BY THREE ORANGE PLASTIC GUARD POSTS.
 DF6109
 DF6109                          STATION RECOVERY (2005)
 DF6109
 DF6109'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DF6109'RECOVERED IN GOOD CONDITION.  NOTE-- TELEPHONE PEDESTAL --7000 30-1--
 DF6109'IS NOW NUMBERED --1000 12-4--, TELEPHONE PEDESTAL --7000 30-- IS NOW
 DF6109'NUMBERED --1000-14--, AND THE STATION IS 56.5 M (NOT 28 M) NORTHWEST
 DF6109'OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE --21435--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF6003 ***********************************************************************
 DF6003  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6003  DESIGNATION -  EATON E GPS
 DF6003  PID         -  DF6003
 DF6003  STATE/COUNTY-  WI/MANITOWOC
 DF6003  USGS QUAD   -  VALDERS (1992)
 DF6003
 DF6003                         *CURRENT SURVEY CONTROL
 DF6003  ___________________________________________________________________
 DF6003* NAD 83(1997)-  44 00 28.17143(N)    087 55 39.35875(W)     ADJUSTED  
 DF6003* NAVD 88     -       256.26   (meters)     840.7    (feet)  GPS OBS   
 DF6003  ___________________________________________________________________
 DF6003  X           -     166,166.988 (meters)                     COMP
 DF6003  Y           -  -4,592,025.305 (meters)                     COMP
 DF6003  Z           -   4,408,870.111 (meters)                     COMP
 DF6003  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 DF6003  ELLIP HEIGHT-         220.33  (meters)          (06/11/03) GPS OBS
 DF6003  GEOID HEIGHT-         -35.95  (meters)                     GEOID03
 DF6003
 DF6003  HORZ ORDER  -  FIRST
 DF6003  ELLP ORDER  -  THIRD     CLASS I
 DF6003
 DF6003.The horizontal coordinates were established by GPS observations
 DF6003.and adjusted by the National Geodetic Survey in June 2003..
 DF6003
 DF6003.The orthometric height was determined by GPS observations and a
 DF6003.high-resolution geoid model using precise GPS observation and
 DF6003.processing techniques.
 DF6003
 DF6003.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6003
 DF6003.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6003
 DF6003.The ellipsoidal height was determined by GPS observations
 DF6003.and is referenced to NAD 83.
 DF6003
 DF6003.The geoid height was determined by GEOID03.
 DF6003
 DF6003;                    North         East     Units Scale Factor Converg.
 DF6003;SPC WI S     -   225,121.669   766,178.488   MT  0.99998858   +1 25 26.2
 DF6003;SPC WI S     -   738,586.68  2,513,703.92   sFT  0.99998858   +1 25 26.2
 DF6003;UTM  16      - 4,873,160.205   425,640.180   MT  0.99966801   -0 38 40.1
 DF6003
 DF6003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6003!SPC WI S     -   0.99996545  x   0.99998858  =   0.99995403
 DF6003!UTM  16      -   0.99996545  x   0.99966801  =   0.99963347
 DF6003
 DF6003                          SUPERSEDED SURVEY CONTROL
 DF6003
 DF6003.No superseded survey control is available for this station.
 DF6003
 DF6003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP2564073160(NAD 83)
 DF6003_MARKER: DD = SURVEY DISK
 DF6003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6003_STAMPING: EATON E GPS 1993-94
 DF6003_MARK LOGO: WI-071
 DF6003_PROJECTION: FLUSH
 DF6003_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6003+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2003
 DF6003
 DF6003  HISTORY     - Date     Condition        Report By
 DF6003  HISTORY     - 1994     MONUMENTED       WI-071
 DF6003  HISTORY     - 2002     GOOD             WIDT
 DF6003  HISTORY     - 20030622 GOOD             USPSQD
 DF6003
 DF6003                          STATION DESCRIPTION
 DF6003
 DF6003'DESCRIBED BY WI DEPT OF TRANSP 2002 (DJH)
 DF6003'THIS STATION IS LOCATED ABOUT 49 KM NORTHEAST OF FOND DU LAC AND 32 KM
 DF6003'NORTHEAST OF
 DF6003'SHEBOYGAN AND 24 KM SOUTHWEST OF MANITOWOC.  TO REACH THE STATION FROM
 DF6003'THE JUNCTION
 DF6003'OF US 151 WITH STATE HIGHWAY 67 ABOUT 28 KM SOUTHEAST OF THE CITY OF
 DF6003'MANITOWOC, GO
 DF6003'SOUTH ON STATE HIGHWAY 67 FOR 1.8 KM TO COUNTY HIGHWAY C ON THE LEFT,
 DF6003'TURN LEFT AND GO
 DF6003'EAST ON COUNTY HIGHWAY C (WEST MAIN STREET) FOR 7.4 KM TO PARK LANE ON
 DF6003'THE RIGHT,
 DF6003'CONTINUE EAST ON COUNTY HIGHWAY C (WEST MAIN STREET) FOR 0.1 KM TO THE
 DF6003'STATION ON THE
 DF6003'RIGHT.  THE STATION IS A BRONZE MANITOWOC COUNTY GEODETIC CONTROL
 DF6003'STATION SET IN THE
 DF6003'TOP OF A 45-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8 M AND
 DF6003'ABOUT 3 M BELOW THE
 DF6003'HIGHWAY PAVEMENT.  THE STATION IS 22.3 M SOUTH OF THE CENTERLINE OF
 DF6003'COUNTY HIGHWAY C
 DF6003'(WEST MAIN STREET), 58.4 M EAST-SOUTHEAST OF THE NORTHEAST CORNER OF A
 DF6003'STONE MONUMENT
 DF6003'FOR OSCHWALD PARK, 31.7 M WEST OF THE TOP CENTER OF THE SOUTH END OF A
 DF6003'65-CM DIAMETER
 DF6003'CORRUGATED METAL CULVERT PIPE, 25.4 M NORTH OF A LIGHT POLE
 DF6003'--16FF10--, AND 2.6 M EAST OF
 DF6003'THE EDGE OF THE PAVEMENT OF THE PARKING LOT FOR OSCHWALD PARK.
 DF6003'---NOTE---THIS STATION
 DF6003'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DF6003'HORIZON.
 DF6003'---NOTE2---MARK IS COVERED BY GRASS, ONLY CAP IS VISIBLE - NO WITNESS
 DF6003'POST.
 DF6003' 
 DF6003' 
 DF6003' 
 DF6003' 
 DF6003' 
 DF6003' 
 DF6003' 
 DF6003' 
 DF6003' 
 DF6003' 
 DF6003' 
 DF6003' 
 DF6003' 
 DF6003' 
 DF6003' 
 DF6003' 
 DF6003' 
 DF6003' 
 DF6003'
 DF6003
 DF6003                          STATION RECOVERY (2003)
 DF6003
 DF6003'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6003'STATION RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 5 FEET
 DF6003'SOUTHEAST OF THE SECOND WOOD POST AND 5 FEET NORTHEAST OF THE THIRD
 DF6003'WOOD POST ON THE EAST SIDE AT THE NORTHEAST CORNER OF THE PARKING LOT.
 DF6003' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0649 ***********************************************************************
 PO0649  PACS        -  This is a Primary Airport Control Station.
 PO0649  DESIGNATION -  EAU ARP
 PO0649  PID         -  PO0649
 PO0649  STATE/COUNTY-  WI/CHIPPEWA
 PO0649  USGS QUAD   -  EAU CLAIRE EAST (1982)
 PO0649
 PO0649                         *CURRENT SURVEY CONTROL
 PO0649  ___________________________________________________________________
 PO0649* NAD 83(1997)-  44 51 46.55721(N)    091 29 12.90782(W)     ADJUSTED  
 PO0649* NAVD 88     -       269.62   (+/-2cm)     884.6    (feet)  VERTCON   
 PO0649  ___________________________________________________________________
 PO0649  X           -    -117,509.232 (meters)                     COMP
 PO0649  Y           -  -4,526,993.220 (meters)                     COMP
 PO0649  Z           -   4,476,733.009 (meters)                     COMP
 PO0649  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 PO0649  ELLIP HEIGHT-         238.70  (meters)          (05/03/99) GPS OBS
 PO0649  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 PO0649
 PO0649  HORZ ORDER  -  B
 PO0649  VERT ORDER  -  THIRD ? (See Below)
 PO0649  ELLP ORDER  -  FOURTH    CLASS I
 PO0649
 PO0649.This mark is at Chippewa Valley Regional Airport (EAU)
 PO0649
 PO0649.The horizontal coordinates were established by GPS observations
 PO0649.and adjusted by the National Geodetic Survey in May 1999..
 PO0649
 PO0649.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0649
 PO0649.GPS derived orthometric heights for airport stations designated as
 PO0649.PACS or SACS are published to 2 decimal places.  This maintains
 PO0649.centimeter relative accuracy between the PACS and SACS.  It does
 PO0649.not indicate centimeter accuracy relative to other marks which are
 PO0649.part of the NAVD 88 network.
 PO0649.The vertical order pertains to the NGVD 29 superseded value.
 PO0649
 PO0649.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PO0649
 PO0649.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0649
 PO0649.The ellipsoidal height was determined by GPS observations
 PO0649.and is referenced to NAD 83.
 PO0649
 PO0649.The geoid height was determined by GEOID03.
 PO0649
 PO0649;                    North         East     Units Scale Factor Converg.
 PO0649;SPC WI C     -   115,483.477   482,495.499   MT  0.99994073   -1 02 56.9
 PO0649;SPC WI C     -   378,882.04  1,582,987.32   sFT  0.99994073   -1 02 56.9
 PO0649;UTM  15      - 4,968,837.679   619,538.015   MT  0.99977571   +1 04 02.9
 PO0649
 PO0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0649!SPC WI C     -   0.99996258  x   0.99994073  =   0.99990331
 PO0649!UTM  15      -   0.99996258  x   0.99977571  =   0.99973829
 PO0649
 PO0649:                Primary Azimuth Mark                     Grid Az
 PO0649:SPC WI C     -  EAU CLAIRE MUN AIRPORT BEACON            090 57 10.2
 PO0649:UTM  15      -  EAU CLAIRE MUN AIRPORT BEACON            088 50 10.4
 PO0649
 PO0649|---------------------------------------------------------------------|
 PO0649| PID    Reference Object                     Distance      Geod. Az  |
 PO0649|                                                           dddmmss.s |
 PO0649| PO0650 EAU CLAIRE MUN AIRPORT BEACON       485.346 METERS 0895413.3 |
 PO0649| PO0652 EAU CLAIRE RADIO STA WEAQ TWR       APPROX. 4.8 KM 1392340.2 |
 PO0649| PO0653 EAU CLAIRE TV STA WEAU TOWER        APPROX. 7.2 KM 1663004.1 |
 PO0649|---------------------------------------------------------------------|
 PO0649
 PO0649                          SUPERSEDED SURVEY CONTROL
 PO0649
 PO0649  NAD 83(1991)-  44 51 46.55695(N)    091 29 12.90625(W) AD(       ) B
 PO0649  ELLIP H (09/30/94)  238.73   (m)                       GP(       ) 4 1
 PO0649  NAD 83(1991)-  44 51 46.56623(N)    091 29 12.96511(W) AD(       ) 3
 PO0649  NAD 83(1986)-  44 51 46.56026(N)    091 29 12.98438(W) AD(       ) 3
 PO0649  NAD 27      -  44 51 46.70115(N)    091 29 12.33774(W) AD(       ) 3
 PO0649  NGVD 29 (09/30/94)  269.61   (m)          884.5    (f) LEVELING    3  
 PO0649
 PO0649.Superseded values are not recommended for survey control.
 PO0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0649.See file dsdata.txt to determine how the superseded data were derived.
 PO0649
 PO0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK1953868838(NAD 83)
 PO0649_MARKER: DT = TOPOGRAPHIC STATION DISK
 PO0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0649_STAMPING: ARP 1964
 PO0649_MARK LOGO: CGS   
 PO0649_PROJECTION: FLUSH
 PO0649_MAGNETIC: N = NO MAGNETIC MATERIAL
 PO0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0649+STABILITY: SURFACE MOTION
 PO0649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PO0649+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2003
 PO0649
 PO0649  HISTORY     - Date     Condition        Report By
 PO0649  HISTORY     - 1964     MONUMENTED       CGS
 PO0649  HISTORY     - 1973     GOOD             NGS
 PO0649  HISTORY     - 1977     GOOD             NGS
 PO0649  HISTORY     - 19930621 GOOD             NOS
 PO0649  HISTORY     - 19950804 GOOD             NGS
 PO0649  HISTORY     - 19970822 GOOD             NGS
 PO0649  HISTORY     - 20030416 GOOD             USPSQD
 PO0649
 PO0649                          STATION DESCRIPTION
 PO0649
 PO0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RCY)
 PO0649'LOCATED NEAR THE CENTER OF THE AIRPORT AND ABOUT 160 FT. EAST
 PO0649'OF THE INTERSECTION OF RUNWAYS 4-22 AND 14-32.  80.0 FT. WEST
 PO0649'OF THE CENTER OF A 4 X 6 FT. SEWER GRATING, 44.04 FT. NORTHEAST
 PO0649'OF RUNWAY LIGHT NO. 2 AND 39.04 FT. SOUTHEAST OF RUNWAY LIGHT
 PO0649'NO. 100.  A STANDARD TOPOGRAPHIC DISK STAMPED ARP 1964 AND
 PO0649'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 PO0649
 PO0649                          STATION RECOVERY (1973)
 PO0649
 PO0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JTH)
 PO0649'THE STATION WAS RECOVERED AS DESCRIBED.
 PO0649'
 PO0649'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT EAU CLAIRE.
 PO0649
 PO0649                          STATION RECOVERY (1977)
 PO0649
 PO0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (EEE)
 PO0649'RECOVERED AS DESCRIBED
 PO0649'
 PO0649'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PO0649'NEAR CENTER OF AIRPORT.
 PO0649
 PO0649                          STATION RECOVERY (1993)
 PO0649
 PO0649'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (RAH)
 PO0649'THE STATION IS LOCATED AT THE APPROXIMATE CENTER OF THE CHIPPEWA
 PO0649'VALLEY REGIONAL AIRPORT NEAR THE INTERSECTION OF RUNWAYS 4-22 AND
 PO0649'14-32, IN EAU CLAIRE, WI. THE STATION IS 79.8 FT (24.3 M) SOUTHWEST OF
 PO0649'THE CENTER OF A STEEL STORM DRAIN, 40.8 FT (12.4 M) EAST OF THE FIRST
 PO0649'RUNWAY LIGHT (ALONG THE SOUTHEAST SIDE OF RUNWAY 4-22) NORTHEAST OF
 PO0649'THE INTERSECTION, 77.4 FT (23.6 M) NORTHWEST OF THE FIRST RUNWAY LIGHT
 PO0649'(ALONG THE NORTHEAST SIDE OF RUNWAY 14-32)SOUTHEAST OF THE
 PO0649'INTERSECTION, AND 79.1 FT (24.1 M) NORTHEAST OF THE NORTHEAST EDGE OF
 PO0649'RUNWAY 14-32. THE STATION IS A STANDARD CGS TOPOGRAPHIC DISK SET IN A
 PO0649'CONCRETE MONUMENT FLUSH WITH THE GROUND. FOR ACCESS TO THE AIRPORT AND
 PO0649'THE STATION CONTACT MR. BURTON WRIGHT, AIRPORT MANAGER, CHIPPEWA
 PO0649'VALLEY REGIONAL AIRPORT, EAU CLAIRE, WI. 54703, PHONE (715) 839-4900.
 PO0649
 PO0649                          STATION RECOVERY (1995)
 PO0649
 PO0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995
 PO0649'THE STATION IS LOCATED AT THE EAU CLAIRE COUNTY AIRPORT NEAR THE
 PO0649'INTERSECTION OF RUNWAYS 4-22 AND 14-32.  THE STATION IS LOCATED 79.8
 PO0649'FT (24.3 M) SOUTHWEST OF THE CENTER OF A STEEL STORM DRAIN, 40.8 FT
 PO0649'(12.4 M) EAST OF THE FIRST RUNWAY LIGHT FOR RUNWAY 4 NORTHEAST OF THE
 PO0649'INTERSECTION, 77.4 FT (23.6 M) NORTHWEST OF THE FIRST RUNWAY LITH FOR
 PO0649'RUNWAY 32 SOUTHEAST OF THE INTERSECTION, AND 79.1 FT (24.1 M)
 PO0649'NORTHEAST OF THE EDGE OF RUNWAY 14-32.  THE STATION IS A STANDARD
 PO0649'TOPOGRAPHIC DISK STAMPED---ARP 1964---, AND IS SET IN THE TOP OF A
 PO0649'CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE.
 PO0649
 PO0649                          STATION RECOVERY (1997)
 PO0649
 PO0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 PO0649'NOTE--THIS STATION WAS SELECTED AS THE PRIMARY AIRPORT CONTROL (PAC)
 PO0649'STATION FOR THE EAU CLAIRE/CHIPPEWA VALLEY REGIONAL (EAU) AIRPORT BUT
 PO0649'AT THE TIME OF THE SCHEDULED GPS OBSERVATIONS AIRPORT PERSONNEL DENIED
 PO0649'ACCESS TO THE STATION.  THE STATION IS LOCATED ON THE NORTH SIDE OF
 PO0649'EAU CLAIRE AT THE EAU CLAIRE COUNTY-CHIPPEWA VALLEY REGIONAL AIRPORT,
 PO0649'IN THE EAST QUADRANT OF THE JUNCTION OF THE RUNWAYS, WEST OF AND
 PO0649'ACROSS THE APRON FROM THE TERMINAL, AND ABOUT 100 M (328.1 FT) WEST OF
 PO0649'THE WINDSOCK.  OWNERSHIP--EAU CLAIRE COUNTY, 721 OXFORD AVENUE, EAU
 PO0649'CLAIRE, WI 54703.  PHONE 715-839-5186.  AIRPORT MANAGER IS BURT
 PO0649'WRIGHT, 3800 STARR AVENUE, EAU CLAIRE, WI 54703.  PHONE 715-839-4900.
 PO0649'FBO IS HEARTLAND AVIATION.  PHONE 715-835-3181 DURING DAYTIME, 715
 PO0649'834-1023 DURING NIGHTIME.  CONTACT ONE OF THEM FOR PERMISSION TO
 PO0649'OCCUPY THIS STATION AND ACCESS THROUGH THE LOCKED GATE.  TO REACH FROM
 PO0649'THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 94 AND U.S.
 PO0649'HIGHWAY 53 (EXIT 70) ON THE SOUTH SIDE OF ALTOONA (EAU CLAIRE) , GO
 PO0649'NORTHWEST ON HIGHWAY 53 FOR 0.35 KM (0.20 MI) TO THE OVERPASS AT THE
 PO0649'JUNCTION OF U.S.  HIGHWAY 12 (CLAIRMONT AVENUE) .  CONTINUE AHEAD,
 PO0649'NORTH ON HIGHWAY 53 FOR 5.39 KM (3.35 MI) TO THE OVERPASS AT THE
 PO0649'JUNCTION OF STATE HIGHWAY 124. CONTINUE AHEAD, NORTH ON HIGHWAY 53 FOR
 PO0649'0.97 KM (0.60 MI) TO A PAVED CROSSROAD.  TURN LEFT AND GO WEST ON EDDY
 PO0649'LANE FOR 0.48 KM (0.30 MI) TO A PAVED CROSSROAD.  TURN RIGHT AND GO
 PO0649'NORTH ON STARR AVENUE FOR 1.21 KM (0.75 MI) TO THE PAVED AIRPORT
 PO0649'ENTRANCE ROAD ON THE LEFT. TURN LEFT AND GO WEST, THEN NORTHWEST ON
 PO0649'THE ENTRANCE ROAD FOR 0.24 KM (0.15 MI) TO A PARKING LOT ENTRANCE ON
 PO0649'THE RIGHT JUST PAST THE BEACON.  TURN RIGHT, THEN LEFT AND GO
 PO0649'NORTHWEST ALONG AN ACCESS ROAD THROUGH THE PARKING AREA FOR 0.13 KM
 PO0649'(0.10 MI) TO A GATE AT THE APRON BETWEEN HEARTLAND AVIATION (FBO) AND
 PO0649'THE AIRPORT FIRE STATION.  PASS THROUGH THE GATE, THEN TURN LEFT AND
 PO0649'GO SOUTHWEST ACROSS THE APRON FOR 0.16 KM (0.10 MI) TO THE WINDSOCK.
 PO0649'CONTINUE AHEAD, SOUTHWEST ACROSS GRASS FOR ABOUT 100 M (328.1 FT) TO
 PO0649'THE STATION.  THE STATION IS SET IN THE TOP OF A 25-CM SQUARE CONCRETE
 PO0649'POST RECESSED 10-CM BELOW THE GROUND.  IT IS, 45.6 M (149.6 FT)
 PO0649'SOUTHWEST OF THE EAST LEG OF THE 5000 FOOT (1524.0 M) SIGN ALONG
 PO0649'RUNWAY 4-22, 24.2 M (79.4 FT) WEST-NORTHWEST OF THE CENTER OF A STEEL
 PO0649'DRAIN, 24.1 M (79.1 FT) NORTHEAST OF THE NORTHEAST EDGE OF RUNWAY
 PO0649'14-32, 23.5 M (77.1 FT) NORTH-NORTHEAST OF THE 1ST RUNWAY LIGHT ALONG
 PO0649'RUNWAY 14-32 SOUTHEAST OF THE JUNCTION OF THE RUNWAYS, 14.9 M (48.9
 PO0649'FT) SOUTHEAST OF THE SOUTHEAST EDGE OF RUNWAY 4-22, 12.4 M (40.7 FT)
 PO0649'EAST-SOUTHEAST OF THE 1ST RUNWAY LIGHT ALONG RUNWAY 4-22 NORTHEAST OF
 PO0649'THE JUNCTION OF THE RUNWAYS, AND 14.6 M (47.9 FT) NORTHEAST OF THE
 PO0649'NORTHEAST 1 OF 2 CONCRETE CABLE DUCT COVERS.
 PO0649
 PO0649                          STATION RECOVERY (2003)
 PO0649
 PO0649'RECOVERY NOTE BY US POWER SQUADRON 2003 (LEK)
 PO0649'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0227 ***********************************************************************
 PO0227  DESIGNATION -  EAU CLAIRE
 PO0227  PID         -  PO0227
 PO0227  STATE/COUNTY-  WI/EAU CLAIRE
 PO0227  USGS QUAD   -  EAU CLAIRE EAST (1982)
 PO0227
 PO0227                         *CURRENT SURVEY CONTROL
 PO0227  ___________________________________________________________________
 PO0227* NAD 83(1986)-  44 48 43.     (N)    091 29 55.     (W)     SCALED    
 PO0227* NAVD 88     -       243.347  (meters)     798.38   (feet)  ADJUSTED  
 PO0227  ___________________________________________________________________
 PO0227  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 PO0227  DYNAMIC HT  -         243.324 (meters)     798.31  (feet)  COMP
 PO0227  MODELED GRAV-     980,518.6   (mgal)                       NAVD 88
 PO0227
 PO0227  VERT ORDER  -  SECOND    CLASS 0
 PO0227
 PO0227.The horizontal coordinates were scaled from a topographic map and have
 PO0227.an estimated accuracy of +/- 6 seconds.
 PO0227
 PO0227.The orthometric height was determined by differential leveling
 PO0227.and adjusted by the National Geodetic Survey in June 1991..
 PO0227
 PO0227.The geoid height was determined by GEOID03.
 PO0227
 PO0227.The dynamic height is computed by dividing the NAVD 88
 PO0227.geopotential number by the normal gravity value computed on the
 PO0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0227.degrees latitude (g = 980.6199 gals.).
 PO0227
 PO0227.The modeled gravity was interpolated from observed gravity values.
 PO0227
 PO0227;                    North         East    Units  Estimated Accuracy
 PO0227;SPC WI C     -   109,840.      481,470.      MT  (+/- 180 meters Scaled)
 PO0227
 PO0227                          SUPERSEDED SURVEY CONTROL
 PO0227
 PO0227  NGVD 29 (??/??/92)  243.336  (m)          798.34   (f) ADJ UNCH    2 0
 PO0227
 PO0227.Superseded values are not recommended for survey control.
 PO0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0227.See file dsdata.txt to determine how the superseded data were derived.
 PO0227
 PO0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK187631(NAD 83)
 PO0227_MARKER: DB = BENCH MARK DISK
 PO0227_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PO0227_SP_SET: BUILDING
 PO0227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PO0227_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PO0227+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2005
 PO0227
 PO0227  HISTORY     - Date     Condition        Report By
 PO0227  HISTORY     - UNK      MONUMENTED       CGS
 PO0227  HISTORY     - 1934     GOOD             NGS
 PO0227  HISTORY     - 20020916 GOOD             INDIV
 PO0227  HISTORY     - 20031005 GOOD             NGS
 PO0227  HISTORY     - 20050619 GOOD             USPSQD
 PO0227
 PO0227                          STATION DESCRIPTION
 PO0227
 PO0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PO0227'AT EAU CLAIRE.
 PO0227'AT EAU CLAIRE SET IN NORTHEAST CORNER STONE OF CITY HALL 10
 PO0227'INCHES WEST OF EAST FACE OF BUILDING 20 FEET EAST OF NORTH
 PO0227'ENTRANCE TO BUILDING 8 INCHES ABOVE GROUND.
 PO0227
 PO0227                          STATION RECOVERY (2002)
 PO0227
 PO0227'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (BRM)
 PO0227'MARKER FACE IS PROTECTED BEHIND STEEL REBAR STAKE.
 PO0227
 PO0227                          STATION RECOVERY (2003)
 PO0227
 PO0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 PO0227'EAU CLAIRE CITY HALL IS EAST OF RIVER ON EAST SIDE OF S. FARWELL ST.
 PO0227'BETWEEN E. GRAND AVE AND EXTENSION OF GIBSON ST. IT IS 23 FEET WEST OF
 PO0227'ALLEY CURB AND 37.5 FEET SOUTH OF CURB OF FORMER GIBSON ST.  GRAVITY
 PO0227'BASE STATION 'EAU CLAIRE' = WI 13, IS 6 INCHES BELOW DISK HEIGHT.
 PO0227'REBAR STAKE IS NOT AT DISK'S CENTER LINE HEIGHT.
 PO0227
 PO0227                          STATION RECOVERY (2005)
 PO0227
 PO0227'RECOVERY NOTE BY US POWER SQUADRON 2005 (RWS)
 PO0227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0736 ***********************************************************************
 PO0736  DESIGNATION -  EAU CLAIRE CO INSANE ASYLUM TK
 PO0736  PID         -  PO0736
 PO0736  STATE/COUNTY-  WI/EAU CLAIRE
 PO0736  USGS QUAD   -  EAU CLAIRE WEST (1982)
 PO0736
 PO0736                         *CURRENT SURVEY CONTROL
 PO0736  ___________________________________________________________________
 PO0736* NAD 83(1991)-  44 50 01.69401(N)    091 31 58.20249(W)     ADJUSTED  
 PO0736* NAVD 88     -                                                        
 PO0736  ___________________________________________________________________
 PO0736  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 PO0736  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 PO0736
 PO0736  HORZ ORDER  -  THIRD
 PO0736
 PO0736.The horizontal coordinates were established by classical geodetic methods
 PO0736.and adjusted by the National Geodetic Survey in March 1999..
 PO0736
 PO0736
 PO0736.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0736
 PO0736.The geoid height was determined by GEOID03.
 PO0736
 PO0736;                    North         East     Units Scale Factor Converg.
 PO0736;SPC WI C     -   112,314.677   478,806.357   MT  0.99994098   -1 04 53.5
 PO0736;SPC WI C     -   368,485.74  1,570,883.86   sFT  0.99994098   -1 04 53.5
 PO0736;UTM  15      - 4,965,535.368   615,969.018   MT  0.99976538   +1 02 04.4
 PO0736
 PO0736                          SUPERSEDED SURVEY CONTROL
 PO0736
 PO0736  NAD 83(1991)-  44 50 01.68354(N)    091 31 58.20679(W) AD(       ) 4
 PO0736  NAD 83(1986)-  44 50 01.67808(N)    091 31 58.22405(W) AD(       ) 4
 PO0736  NAD 27      -  44 50 01.86100(N)    091 31 57.63100(W) AD(       ) 3
 PO0736
 PO0736.Superseded values are not recommended for survey control.
 PO0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0736.See file dsdata.txt to determine how the superseded data were derived.
 PO0736
 PO0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK1596965535(NAD 83)
 PO0736_MARKER: 53 = ELEVATED TANK
 PO0736
 PO0736  HISTORY     - Date     Condition        Report By
 PO0736  HISTORY     - 1934     FIRST OBSERVED   CGS
 PO0736  HISTORY     - 1957     GOOD             CGS
 PO0736
 PO0736                          STATION DESCRIPTION
 PO0736
 PO0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 PO0736'THIS STATION IS THE CENTER OF THE TALL, SILVER, STEEL WATER
 PO0736'TANK AT THE EAU CLAIRE COUNTY INSANE ASYLUM.  IT HAS A
 PO0736'ROUND BOTTOM AND CONICAL TOP WITH A BALL AT THE TIP.  IT IS
 PO0736'SUPPORTED BY FOUR STEEL LEGS, THE UPPER 10 FEET OF WHICH IS
 PO0736'VERTICAL.  IT HAS A CYLINDRICAL WOODEN HOUSING AROUND THE
 PO0736'FEED PIPE.  THE TANK IS ABOUT 115 FEET HIGH AND IS VERY
 PO0736'PROMINENT.  IT IS THE HIGHEST OBJECT IN THE VICINITY OF EAU
 PO0736'CLAIRE.  THE TANK WAS ERECTED ABOUT 1930.
 PO0736'
 PO0736'THE TANK IS ABOUT 50 FEET NORTHWEST OF THE NORTHWEST END OF
 PO0736'THE SOUTHWEST WING OF THE MAIN BUILDING OF THE ASYLUM AND IS ON
 PO0736'THE SOUTHWEST SIDE OF THE HEATING PLANT.  THE ASYLUM IS ABOUT
 PO0736'1/2 MILE WEST OF THE WEST CITY LIMITS OF EAU CLAIRE AND IS ABOUT
 PO0736'1/4 MILE SOUTHWEST OF TRUAZ BOULEVARD WHICH IS U.S. HIGHWAY 12.
 PO0736
 PO0736                          STATION RECOVERY (1957)
 PO0736
 PO0736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 PO0736'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 PO0736'THE ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0742 ***********************************************************************
 PO0742  DESIGNATION -  EAU CLAIRE FIRST CONG CH TOWER
 PO0742  PID         -  PO0742
 PO0742  STATE/COUNTY-  WI/EAU CLAIRE
 PO0742  USGS QUAD   -  EAU CLAIRE WEST (1982)
 PO0742
 PO0742                         *CURRENT SURVEY CONTROL
 PO0742  ___________________________________________________________________
 PO0742* NAD 83(1991)-  44 48 18.81863(N)    091 30 21.23913(W)     ADJUSTED  
 PO0742* NAVD 88     -                                                        
 PO0742  ___________________________________________________________________
 PO0742  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 PO0742  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 PO0742
 PO0742  HORZ ORDER  -  THIRD
 PO0742
 PO0742.The horizontal coordinates were established by classical geodetic methods
 PO0742.and adjusted by the National Geodetic Survey in March 1999..
 PO0742
 PO0742
 PO0742.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0742
 PO0742.The geoid height was determined by GEOID03.
 PO0742
 PO0742;                    North         East     Units Scale Factor Converg.
 PO0742;SPC WI C     -   109,099.909   480,876.786   MT  0.99994147   -1 03 45.1
 PO0742;SPC WI C     -   357,938.62  1,577,676.59   sFT  0.99994147   -1 03 45.1
 PO0742;UTM  15      - 4,962,399.772   618,156.345   MT  0.99977167   +1 03 10.8
 PO0742
 PO0742                          SUPERSEDED SURVEY CONTROL
 PO0742
 PO0742  NAD 83(1991)-  44 48 18.81757(N)    091 30 21.24137(W) AD(       ) 4
 PO0742  NAD 83(1986)-  44 48 18.81285(N)    091 30 21.25931(W) AD(       ) 4
 PO0742  NAD 27      -  44 48 18.96100(N)    091 30 20.67700(W) AD(       ) 3
 PO0742
 PO0742.Superseded values are not recommended for survey control.
 PO0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0742.See file dsdata.txt to determine how the superseded data were derived.
 PO0742
 PO0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK1815662400(NAD 83)
 PO0742_MARKER: 55 = TOWER
 PO0742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PO0742+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2004
 PO0742
 PO0742  HISTORY     - Date     Condition        Report By
 PO0742  HISTORY     - 1934     FIRST OBSERVED   CGS
 PO0742  HISTORY     - 20040823 GOOD             USPSQD
 PO0742
 PO0742                          STATION DESCRIPTION
 PO0742
 PO0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 PO0742'THIS STATION IS THE CENTER OF THE SQUARE TOWER ON THE FIRST
 PO0742'CONGREGATIONAL CHURCH IN EAU CLAIRE.  THE CHURCH IS A WHITE STONE
 PO0742'BUILDING WITH A WHITE STONE TOWER AT THE SOUTHEAST CORNER OVER
 PO0742'THE ENTRANCE.  THE UPPER PART OF THE TOWER IS A BELFRY WITH
 PO0742'A TALL DOUBLE LOUVERED WINDOW ON EACH SIDE.  THERE IS AN
 PO0742'ORNAMENTAL STONE PROJECTION AT THE TOP OF EAST CORNER OF
 PO0742'THE TOWER.  THE BUILDING WAS ERECTED IN 1919.  IT IS ABOUT 75
 PO0742'FEET HIGH AND IS NOT VERY PROMINENT.
 PO0742'
 PO0742'THE CHURCH IS ABOUT 1/2 MILE SOUTHWEST OF THE BUSINESS SECTION
 PO0742'OF TOWN, ABOUT 1500 FEET SOUTHWEST OF THE SOUTHWEST SIDE OF
 PO0742'THE CHIPPEWA RIVER, AND ABOUT 1500 FEET NORTH OF THE NORTH
 PO0742'SIDE OF THE RIVER JUST WEST OF A BEND IN THE RIVER, AT THE
 PO0742'NORTHWEST CORNER OF BROADWAY STREET AND THIRD AVENUE, AND
 PO0742'ACROSS THE STREET FROM THE NORTHEAST CORNER OF A PARK.
 PO0742
 PO0742                          STATION RECOVERY (2004)
 PO0742
 PO0742'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWS)
 PO0742'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0657 ***********************************************************************
 PO0657  DESIGNATION -  EAU CLAIRE GILLETTE RUB S STK
 PO0657  PID         -  PO0657
 PO0657  STATE/COUNTY-  WI/EAU CLAIRE
 PO0657  USGS QUAD   -  EAU CLAIRE EAST (1982)
 PO0657
 PO0657                         *CURRENT SURVEY CONTROL
 PO0657  ___________________________________________________________________
 PO0657* NAD 83(1991)-  44 48 53.68466(N)    091 29 25.12935(W)     ADJUSTED  
 PO0657* NAVD 88     -                                                        
 PO0657  ___________________________________________________________________
 PO0657  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 PO0657  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 PO0657
 PO0657  HORZ ORDER  -  THIRD
 PO0657
 PO0657.The horizontal coordinates were established by classical geodetic methods
 PO0657.and adjusted by the National Geodetic Survey in March 1999..
 PO0657
 PO0657
 PO0657.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0657
 PO0657.The geoid height was determined by GEOID03.
 PO0657
 PO0657;                    North         East     Units Scale Factor Converg.
 PO0657;SPC WI C     -   110,153.195   482,129.322   MT  0.99994127   -1 03 05.5
 PO0657;SPC WI C     -   361,394.27  1,581,785.95   sFT  0.99994127   -1 03 05.5
 PO0657;UTM  15      - 4,963,498.395   619,368.939   MT  0.99977522   +1 03 51.1
 PO0657
 PO0657                          SUPERSEDED SURVEY CONTROL
 PO0657
 PO0657  NAD 83(1991)-  44 48 53.68413(N)    091 29 25.13052(W) AD(       ) 4
 PO0657  NAD 83(1986)-  44 48 53.67935(N)    091 29 25.14889(W) AD(       ) 4
 PO0657  NAD 27      -  44 48 53.82700(N)    091 29 24.56800(W) AD(       ) 3
 PO0657
 PO0657.Superseded values are not recommended for survey control.
 PO0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0657.See file dsdata.txt to determine how the superseded data were derived.
 PO0657
 PO0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK1936963498(NAD 83)
 PO0657_MARKER: 63 = STACK
 PO0657
 PO0657  HISTORY     - Date     Condition        Report By
 PO0657  HISTORY     - 1934     FIRST OBSERVED   CGS
 PO0657  HISTORY     - 20030503 POOR             INDIV
 PO0657
 PO0657                          STATION DESCRIPTION
 PO0657
 PO0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 PO0657'THIS STATION IS THE CENTER OF THE SOUTHERLY OF TWO STACKS AT
 PO0657'THE GILLETTE RUBBER CO. TIRE FACTORY IN EAU CLAIRE.  IT IS A
 PO0657'TALL RED BRICK STACK WITH CORBEL AT THE TOP AND A SLIGHTLY
 PO0657'ENLARGED BAND ABOUT 15 FEET BELOW THE TOP.  THE STACK IS
 PO0657'ABOUT 175 FEET HIGH AND IS QUITE PROMINENT.  A SIMILAR STACK
 PO0657'OF THE SAME HEIGHT IS ABOUT 50 FEET NORTH.  THE SOUTHERLY
 PO0657'STACK WAS ERECTED IN 1930 AND THE NORTHERLY STACK IN 1917.
 PO0657'
 PO0657'THE STACK IS ABOUT 1/2 MILE NORTHEAST OF THE BUSINESS SECTION
 PO0657'OF TOWN, ABOUT 1/4 MILE EAST OF PUTNAM STREET, ABOUT 0.15
 PO0657'MILE EAST OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 PO0657'RAILWAY BRIDGE OVER THE EAU CLAIRE RIVER, AND ABOUT 200 FEET
 PO0657'NORTH OF THE EAU CLAIRE RIVER, BETWEEN THE MINNEAPOLIS, ST.
 PO0657'PAUL AND SAULT STE. MARIE RAILWAY AND THE CHICAGO, ST. PAUL,
 PO0657'MINNEAPOLIS AND OMAHA RAILWAY, AND ABOUT 25 FEET NORTH OF THE
 PO0657'CENTER LINE OF GALLOWAY STREET.
 PO0657
 PO0657                          STATION RECOVERY (2003)
 PO0657
 PO0657'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (BRM)
 PO0657'RAILROAD REFERENCES NO LONGER VALID - ALL TRACK REMOVED.  FACTORY OUT
 PO0657'OF BUSINESS.  PROPERTY HAS BEEN CONVERTED TO LIGHT INDUSTRIAL SPACE.
 PO0657'STACK APPEARS UNMAINTAINED, AND FALLING INTO DISREPAIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0648 ***********************************************************************
 PO0648  DESIGNATION -  EAU CLAIRE HIGH SCHOOL STACK
 PO0648  PID         -  PO0648
 PO0648  STATE/COUNTY-  WI/EAU CLAIRE
 PO0648  USGS QUAD   -  EAU CLAIRE EAST (1982)
 PO0648
 PO0648                         *CURRENT SURVEY CONTROL
 PO0648  ___________________________________________________________________
 PO0648* NAD 83(1991)-  44 48 41.57469(N)    091 29 47.44400(W)     ADJUSTED  
 PO0648* NAVD 88     -                                                        
 PO0648  ___________________________________________________________________
 PO0648  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 PO0648  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 PO0648
 PO0648  HORZ ORDER  -  THIRD
 PO0648
 PO0648.The horizontal coordinates were established by classical geodetic methods
 PO0648.and adjusted by the National Geodetic Survey in March 1999..
 PO0648
 PO0648
 PO0648.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0648
 PO0648.The geoid height was determined by GEOID03.
 PO0648
 PO0648;                    North         East     Units Scale Factor Converg.
 PO0648;SPC WI C     -   109,788.475   481,632.241   MT  0.99994134   -1 03 21.3
 PO0648;SPC WI C     -   360,197.69  1,580,155.11   sFT  0.99994134   -1 03 21.3
 PO0648;UTM  15      - 4,963,115.636   618,885.743   MT  0.99977380   +1 03 35.1
 PO0648
 PO0648                          SUPERSEDED SURVEY CONTROL
 PO0648
 PO0648  NAD 83(1991)-  44 48 41.57380(N)    091 29 47.44588(W) AD(       ) 4
 PO0648  NAD 83(1986)-  44 48 41.56905(N)    091 29 47.46408(W) AD(       ) 4
 PO0648  NAD 27      -  44 48 41.71700(N)    091 29 46.88300(W) AD(       ) 3
 PO0648
 PO0648.Superseded values are not recommended for survey control.
 PO0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0648.See file dsdata.txt to determine how the superseded data were derived.
 PO0648
 PO0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK1888663116(NAD 83)
 PO0648_MARKER: 63 = STACK
 PO0648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PO0648+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2005
 PO0648
 PO0648  HISTORY     - Date     Condition        Report By
 PO0648  HISTORY     - 1934     FIRST OBSERVED   CGS
 PO0648  HISTORY     - 20050619 GOOD             USPSQD
 PO0648
 PO0648                          STATION DESCRIPTION
 PO0648
 PO0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 PO0648'THIS STATION IS THE CENTER OF THE SQUARE RED BRICK STACK ON
 PO0648'THE EAU CLAIRE SENIOR HIGH SCHOOL IN EAU CLAIRE.  THE SCHOOL
 PO0648'IS A THREE STORY RED BRICK BUILDING.  THE STACK RISES ABOUT
 PO0648'25 FEET ABOVE THE ROOF AT A POINT ABOUT 25 FEET NORTH OF THE
 PO0648'SOUTH CORNER OF THE BUILDING.  THE UPPER 10 FEET OF THE STACK
 PO0648'IS SLIGHTLY SMALLER THAN THE LOWER PART.  THE TOP OF THE
 PO0648'STACK IS ABOUT 100 FEET ABOVE THE STREET AND IS NOT VERY
 PO0648'PROMINENT.
 PO0648'
 PO0648'THE STATION IS ABOUT 1500 FEET EAST OF THE CHIPPEWA RIVER AT
 PO0648'THE MOUTH OF THE EAU CLAIRE RIVER AND ABOUT 800 FEET SOUTH OF
 PO0648'THE EAU CLAIRE RIVER.  THE SCHOOL OCCUPIES THE ENTIRE BLOCK
 PO0648'BOUNDED BY GRAND AVENUE EAST ON THE NORTHWEST, DOTY STREET
 PO0648'ON THE NORTHEAST, SOUTH DEWEY STREET ON THE SOUTHWEST, AND
 PO0648'MAIN STREET ON THE SOUTHEAST.
 PO0648
 PO0648                          STATION RECOVERY (2005)
 PO0648
 PO0648'RECOVERY NOTE BY US POWER SQUADRON 2005 (RWS)
 PO0648'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0745 ***********************************************************************
 PO0745  DESIGNATION -  EAU CLAIRE JR HS STEEPLE
 PO0745  PID         -  PO0745
 PO0745  STATE/COUNTY-  WI/EAU CLAIRE
 PO0745  USGS QUAD   -  EAU CLAIRE WEST (1982)
 PO0745
 PO0745                         *CURRENT SURVEY CONTROL
 PO0745  ___________________________________________________________________
 PO0745* NAD 83(1991)-  44 48 27.34544(N)    091 30 27.45428(W)     ADJUSTED  
 PO0745* NAVD 88     -                                                        
 PO0745  ___________________________________________________________________
 PO0745  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 PO0745  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 PO0745
 PO0745  HORZ ORDER  -  THIRD
 PO0745
 PO0745.The horizontal coordinates were established by classical geodetic methods
 PO0745.and adjusted by the National Geodetic Survey in March 1999..
 PO0745
 PO0745
 PO0745.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0745
 PO0745.The geoid height was determined by GEOID03.
 PO0745
 PO0745;                    North         East     Units Scale Factor Converg.
 PO0745;SPC WI C     -   109,365.595   480,745.120   MT  0.99994142   -1 03 49.5
 PO0745;SPC WI C     -   358,810.29  1,577,244.61   sFT  0.99994142   -1 03 49.5
 PO0745;UTM  15      - 4,962,660.373   618,014.985   MT  0.99977126   +1 03 06.6
 PO0745
 PO0745                          SUPERSEDED SURVEY CONTROL
 PO0745
 PO0745  NAD 83(1991)-  44 48 27.34426(N)    091 30 27.45706(W) AD(       ) 4
 PO0745  NAD 83(1986)-  44 48 27.33953(N)    091 30 27.47496(W) AD(       ) 4
 PO0745  NAD 27      -  44 48 27.48800(N)    091 30 26.89300(W) AD(       ) 3
 PO0745
 PO0745.Superseded values are not recommended for survey control.
 PO0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0745.See file dsdata.txt to determine how the superseded data were derived.
 PO0745
 PO0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK1801562660(NAD 83)
 PO0745
 PO0745  HISTORY     - Date     Condition        Report By
 PO0745  HISTORY     - 1934     FIRST OBSERVED   CGS
 PO0745
 PO0745                          STATION DESCRIPTION
 PO0745
 PO0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 PO0745'THIS STATION IS THE TIP OF THE STEEPLE ON THE EAU CLAIRE
 PO0745'JUNIOR HIGH SCHOOL IN EAU CLAIRE.  THE SCHOOL IS A RED BRICK
 PO0745'BUILDING WITH A CIRCULAR BRICK TOWER AT THE NORTHEAST
 PO0745'CORNER.  THE UPPER PART OF THE TOWER IS AN OCTAGONAL BELFRY WITH
 PO0745'OPEN SIDES.  THE ROOF OF THE TOWER IS AN OCTAGONAL GRAY SLATE
 PO0745'STEEPLE WITH A SMALL FINIAL AT THE TIP.  THE TOP OF THE STEEPLE
 PO0745'IS ABOUT 90 FEET ABOVE THE GROUND AND IS NOT VERY PROMINENT.
 PO0745'THE BUILDING WAS ERECTRED IN 1892.  THERE IS A SMALL WHITE
 PO0745'CUPOLA ON TOP OF AN ADDITION TO THE BUILDING ON THE WEST
 PO0745'SIDE.
 PO0745'
 PO0745'THE SCHOOL IS ABOUT 1/2 MILE SOUTHWEST OF THE BUSINESS SECTION
 PO0745'OF TOWN, ABOUT 0.3 MILE (4 BLOCKS) SOUTHWEST OF THE SOUTHWEST
 PO0745'END OF THE GRAND AVENUE BRIDGE OVER THE CHIPPEWA RIVER, ON
 PO0745'THE SOUTH SIDE OF GRAND AVENUE AT AN ANGLE IN THE STREET,
 PO0745'AND ON THE WEST SIDE OF FOURTH AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0650 ***********************************************************************
 PO0650  DESIGNATION -  EAU CLAIRE MUN AIRPORT BEACON
 PO0650  PID         -  PO0650
 PO0650  STATE/COUNTY-  WI/CHIPPEWA
 PO0650  USGS QUAD   -  EAU CLAIRE EAST (1982)
 PO0650
 PO0650                         *CURRENT SURVEY CONTROL
 PO0650  ___________________________________________________________________
 PO0650* NAD 83(1991)-  44 51 46.57737(N)    091 28 50.82721(W)     ADJUSTED  
 PO0650* NAVD 88     -                                                        
 PO0650  ___________________________________________________________________
 PO0650  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 PO0650  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 PO0650
 PO0650  HORZ ORDER  -  THIRD
 PO0650
 PO0650.This mark is at Chippewa Valley Regional Airport (EAU)
 PO0650
 PO0650.The horizontal coordinates were established by classical geodetic methods
 PO0650.and adjusted by the National Geodetic Survey in March 1999..
 PO0650
 PO0650
 PO0650.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0650
 PO0650.The geoid height was determined by GEOID03.
 PO0650
 PO0650;                    North         East     Units Scale Factor Converg.
 PO0650;SPC WI C     -   115,475.242   482,980.160   MT  0.99994073   -1 02 41.3
 PO0650;SPC WI C     -   378,855.02  1,584,577.41   sFT  0.99994073   -1 02 41.3
 PO0650;UTM  15      - 4,968,847.349   620,022.570   MT  0.99977714   +1 04 18.5
 PO0650
 PO0650                          SUPERSEDED SURVEY CONTROL
 PO0650
 PO0650  NAD 83(1991)-  44 51 46.59203(N)    091 28 50.85783(W) AD(       ) 4
 PO0650  NAD 83(1986)-  44 51 46.58609(N)    091 28 50.87706(W) AD(       ) 4
 PO0650  NAD 27      -  44 51 46.72297(N)    091 28 50.23075(W) AD(       ) 3
 PO0650
 PO0650.Superseded values are not recommended for survey control.
 PO0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0650.See file dsdata.txt to determine how the superseded data were derived.
 PO0650
 PO0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2002368847(NAD 83)
 PO0650_MARKER: 21 = AIRPORT BEACON
 PO0650_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PO0650+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2003
 PO0650
 PO0650  HISTORY     - Date     Condition        Report By
 PO0650  HISTORY     - 1964     FIRST OBSERVED   CGS
 PO0650  HISTORY     - 1973     GOOD             NGS
 PO0650  HISTORY     - 1977     GOOD             NGS
 PO0650  HISTORY     - 19950804 GOOD             NGS
 PO0650  HISTORY     - 19951111 GOOD             USPSQD
 PO0650  HISTORY     - 20030416 GOOD             USPSQD
 PO0650
 PO0650                          STATION DESCRIPTION
 PO0650
 PO0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JTH)
 PO0650'THE STATION WAS RECOVERED AS DESCRIBED BY J.V.T., NOVEMBER 1968.
 PO0650'
 PO0650'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT EAU CLAIRE.
 PO0650
 PO0650                          STATION RECOVERY (1977)
 PO0650
 PO0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (EEE)
 PO0650'RECOVERED IN GOOD CONDITION.
 PO0650'
 PO0650'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PO0650'ABOUT 2 MILES N OF EAU CLAIRE.
 PO0650
 PO0650                          STATION RECOVERY (1995)
 PO0650
 PO0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995
 PO0650'THE STATION IS LOCATED ABOUT 530 FT (161.5 M) EAST OF THE TERMINAL
 PO0650'BUILDING, 170 FT (51.8 M) NORTHEAST OF A ROAD, AND 100 FT (30.5 M)
 PO0650'SOUTHEAST OF A ROAD.  THE STATION IS THE CENTER OF THE ROTATING LIGHT
 PO0650'MOUNTED ON THE TOP OF A 4-LEGGED STEEL TOWER THAT IS AVIATION RED AND
 PO0650'WHITE.
 PO0650
 PO0650                          STATION RECOVERY (1995)
 PO0650
 PO0650'RECOVERY NOTE BY US POWER SQUADRON 1995
 PO0650'RECOVERED IN GOOD CONDITION.
 PO0650
 PO0650                          STATION RECOVERY (2003)
 PO0650
 PO0650'RECOVERY NOTE BY US POWER SQUADRON 2003 (LEK)
 PO0650'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0654 ***********************************************************************
 PO0654  DESIGNATION -  EAU CLAIRE MUN APT AP STA A
 PO0654  PID         -  PO0654
 PO0654  STATE/COUNTY-  WI/CHIPPEWA
 PO0654  USGS QUAD   -  EAU CLAIRE EAST (1982)
 PO0654
 PO0654                         *CURRENT SURVEY CONTROL
 PO0654  ___________________________________________________________________
 PO0654* NAD 83(1991)-  44 51 32.49889(N)    091 29 32.65839(W)     ADJUSTED  
 PO0654* NAVD 88     -       265.     (meters)     869.     (feet)  SCALED    
 PO0654  ___________________________________________________________________
 PO0654  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 PO0654  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 PO0654
 PO0654  HORZ ORDER  -  THIRD
 PO0654
 PO0654.This mark is at Chippewa Valley Regional Airport (EAU)
 PO0654
 PO0654.The horizontal coordinates were established by classical geodetic methods
 PO0654.and adjusted by the National Geodetic Survey in March 1999..
 PO0654
 PO0654.The orthometric height was scaled from a topographic map.
 PO0654
 PO0654.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0654
 PO0654.The geoid height was determined by GEOID03.
 PO0654
 PO0654;                    North         East     Units Scale Factor Converg.
 PO0654;SPC WI C     -   115,057.560   482,054.018   MT  0.99994075   -1 03 10.8
 PO0654;SPC WI C     -   377,484.68  1,581,538.89   sFT  0.99994075   -1 03 10.8
 PO0654;UTM  15      - 4,968,395.821   619,112.636   MT  0.99977446   +1 03 48.7
 PO0654
 PO0654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0654!SPC WI C     -   0.99996330  x   0.99994075  =   0.99990405
 PO0654!UTM  15      -   0.99996330  x   0.99977446  =   0.99973777
 PO0654
 PO0654:                Primary Azimuth Mark                     Grid Az
 PO0654:SPC WI C     -  EAU ARP                                  046 00 49.5
 PO0654:UTM  15      -  EAU ARP                                  043 53 50.0
 PO0654
 PO0654|---------------------------------------------------------------------|
 PO0654| PID    Reference Object                     Distance      Geod. Az  |
 PO0654|                                                           dddmmss.s |
 PO0654| PO0649 EAU ARP                             APPROX. 0.6 KM 0445738.7 |
 PO0654| PO0650 EAU CLAIRE MUN AIRPORT BEACON       APPROX. 1.0 KM 0643925.4 |
 PO0654| PO0653 EAU CLAIRE TV STA WEAU TOWER        APPROX. 6.9 KM 1620834.6 |
 PO0654|---------------------------------------------------------------------|
 PO0654
 PO0654                          SUPERSEDED SURVEY CONTROL
 PO0654
 PO0654  NAD 83(1991)-  44 51 32.48985(N)    091 29 32.73131(W) AD(       ) 3
 PO0654  NAD 83(1986)-  44 51 32.48383(N)    091 29 32.75056(W) AD(       ) 3
 PO0654  NAD 27      -  44 51 32.63281(N)    091 29 32.10379(W) AD(       ) 3
 PO0654
 PO0654.Superseded values are not recommended for survey control.
 PO0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0654.See file dsdata.txt to determine how the superseded data were derived.
 PO0654
 PO0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK1911368396(NAD 83)
 PO0654_MARKER: DT = TOPOGRAPHIC STATION DISK
 PO0654_SETTING: 0 = UNSPECIFIED SETTING
 PO0654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PO0654
 PO0654  HISTORY     - Date     Condition        Report By
 PO0654  HISTORY     - 1964     MONUMENTED       CGS
 PO0654  HISTORY     - 1973     GOOD             NGS
 PO0654  HISTORY     - 1977     GOOD             NGS
 PO0654  HISTORY     - 20030314 MARK NOT FOUND   USPSQD
 PO0654
 PO0654                          STATION DESCRIPTION
 PO0654
 PO0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RCY)
 PO0654'LOCATED AT SOUTHWEST PART OF THE AIRPORT.  124.35 FT. SOUTHEAST
 PO0654'OF THE CENTERLINE OF RUNWAY END 4 AND 38.8 FT. EAST OF THRESHOLD
 PO0654'LIGHT NO. 90.  A STANDARD TOPOGRAPHIC DISK STAMPED AP 1964
 PO0654'STA A AND CEMENTED IN THE TOP OF A CONCRETE POST FLUSH WITH
 PO0654'THE GROUND.
 PO0654
 PO0654                          STATION RECOVERY (1973)
 PO0654
 PO0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JTH)
 PO0654'THE STATION WAS RECOVERED AS DESCRIBED.
 PO0654'
 PO0654'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT EAU CLAIRE.
 PO0654
 PO0654                          STATION RECOVERY (1977)
 PO0654
 PO0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (EEE)
 PO0654'RECOVERED AS DESCRIBED
 PO0654'
 PO0654'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PO0654'ON MUNICIPAL AIRPORT.
 PO0654
 PO0654                          STATION RECOVERY (2003)
 PO0654
 PO0654'RECOVERY NOTE BY US POWER SQUADRON 2003 (LEK)
 PO0654'RUNWAY 4-22 REGRADED 1981.  WIDENED CONCRETE PAVEMENT PLACED 1981.
 PO0654'GARMIN 40 GPS INDICATES STATION LOST UNDER WIDENED CONCRERE PAVEMENT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0658 ***********************************************************************
 PO0658  DESIGNATION -  EAU CLAIRE MUN APT AP STA B
 PO0658  PID         -  PO0658
 PO0658  STATE/COUNTY-  WI/CHIPPEWA
 PO0658  USGS QUAD   -  EAU CLAIRE EAST (1982)
 PO0658
 PO0658                         *CURRENT SURVEY CONTROL
 PO0658  ___________________________________________________________________
 PO0658* NAD 83(1991)-  44 52 02.68128(N)    091 28 50.25298(W)     ADJUSTED  
 PO0658* NAVD 88     -       270.     (meters)     886.     (feet)  SCALED    
 PO0658  ___________________________________________________________________
 PO0658  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 PO0658  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 PO0658
 PO0658  HORZ ORDER  -  THIRD
 PO0658
 PO0658.This mark is at Chippewa Valley Regional Airport (EAU)
 PO0658
 PO0658.The horizontal coordinates were established by classical geodetic methods
 PO0658.and adjusted by the National Geodetic Survey in March 1999..
 PO0658
 PO0658.The orthometric height was scaled from a topographic map.
 PO0658
 PO0658.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0658
 PO0658.The geoid height was determined by GEOID03.
 PO0658
 PO0658;                    North         East     Units Scale Factor Converg.
 PO0658;SPC WI C     -   115,972.015   483,001.827   MT  0.99994072   -1 02 40.9
 PO0658;SPC WI C     -   380,484.85  1,584,648.49   sFT  0.99994072   -1 02 40.9
 PO0658;UTM  15      - 4,969,344.501   620,025.874   MT  0.99977715   +1 04 19.2
 PO0658
 PO0658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0658!SPC WI C     -   0.99996252  x   0.99994072  =   0.99990324
 PO0658!UTM  15      -   0.99996252  x   0.99977715  =   0.99973968
 PO0658
 PO0658:                Primary Azimuth Mark                     Grid Az
 PO0658:SPC WI C     -  EAU CLAIRE RADIO STA WEAQ TWR            148 35 37.2
 PO0658:UTM  15      -  EAU CLAIRE RADIO STA WEAQ TWR            146 28 37.1
 PO0658
 PO0658|---------------------------------------------------------------------|
 PO0658| PID    Reference Object                     Distance      Geod. Az  |
 PO0658|                                                           dddmmss.s |
 PO0658| PO0652 EAU CLAIRE RADIO STA WEAQ TWR       APPROX. 4.9 KM 1473256.3 |
 PO0658| PO0653 EAU CLAIRE TV STA WEAU TOWER        APPROX. 7.6 KM 1710217.0 |
 PO0658| PO0649 EAU ARP                             APPROX. 0.7 KM 2245737.0 |
 PO0658|---------------------------------------------------------------------|
 PO0658
 PO0658                          SUPERSEDED SURVEY CONTROL
 PO0658
 PO0658  NAD 83(1991)-  44 52 02.69323(N)    091 28 50.32139(W) AD(       ) 3
 PO0658  NAD 83(1986)-  44 52 02.68720(N)    091 28 50.34086(W) AD(       ) 3
 PO0658  NAD 27      -  44 52 02.83016(N)    091 28 49.67810(W) AD(       ) 3
 PO0658
 PO0658.Superseded values are not recommended for survey control.
 PO0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0658.See file dsdata.txt to determine how the superseded data were derived.
 PO0658
 PO0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2002669345(NAD 83)
 PO0658_MARKER: DT = TOPOGRAPHIC STATION DISK
 PO0658_SETTING: 0 = UNSPECIFIED SETTING
 PO0658_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PO0658
 PO0658  HISTORY     - Date     Condition        Report By
 PO0658  HISTORY     - 1964     MONUMENTED       CGS
 PO0658  HISTORY     - 20030314 MARK NOT FOUND   USPSQD
 PO0658
 PO0658                          STATION DESCRIPTION
 PO0658
 PO0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RCY)
 PO0658'LOCATED AT NORTHEAST PART OF THE AIRPORT.  124.43 FT. SOUTHEAST
 PO0658'OF THE CENTERLINE OF RUNWAY END 22 AND 74.81 FT. EAST OF THE
 PO0658'NORTHEAST CORNER OF THE RUNWAY END.  A STANDARD TOPOGRAPHIC
 PO0658'DISK STAMPED AP 1964 STA B AND SET FLUSH IN THE NORTHWEST
 PO0658'CORNER OF THE CONCRETE BASE OF A RUNWAY IDENTIFIER LIGHT.
 PO0658
 PO0658                          STATION RECOVERY (2003)
 PO0658
 PO0658'RECOVERY NOTE BY US POWER SQUADRON 2003 (LEK)
 PO0658'RUNWAY 4-22 REGRADED 1981.  WIDENED CONCRETE PAVEMENT PLACED 1981.
 PO0658'GARMIN 40 GPS INDICATES STATION LOST UNDER WIDENED CONCRERE PAVEMENT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0645 ***********************************************************************
 PO0645  DESIGNATION -  EAU CLAIRE SAC HEART S CROSS
 PO0645  PID         -  PO0645
 PO0645  STATE/COUNTY-  WI/EAU CLAIRE
 PO0645  USGS QUAD   -  EAU CLAIRE EAST (1982)
 PO0645
 PO0645                         *CURRENT SURVEY CONTROL
 PO0645  ___________________________________________________________________
 PO0645* NAD 83(1991)-  44 49 05.36328(N)    091 29 58.15640(W)     ADJUSTED  
 PO0645* NAVD 88     -                                                        
 PO0645  ___________________________________________________________________
 PO0645  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 PO0645  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 PO0645
 PO0645  HORZ ORDER  -  THIRD
 PO0645
 PO0645.The horizontal coordinates were established by classical geodetic methods
 PO0645.and adjusted by the National Geodetic Survey in March 1999..
 PO0645
 PO0645
 PO0645.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0645
 PO0645.The geoid height was determined by GEOID03.
 PO0645
 PO0645;                    North         East     Units Scale Factor Converg.
 PO0645;SPC WI C     -   110,526.976   481,410.463   MT  0.99994122   -1 03 28.8
 PO0645;SPC WI C     -   362,620.59  1,579,427.49   sFT  0.99994122   -1 03 28.8
 PO0645;UTM  15      - 4,963,845.325   618,636.894   MT  0.99977307   +1 03 28.0
 PO0645
 PO0645                          SUPERSEDED SURVEY CONTROL
 PO0645
 PO0645  NAD 83(1991)-  44 49 05.36043(N)    091 29 58.15880(W) AD(       ) 4
 PO0645  NAD 83(1986)-  44 49 05.35544(N)    091 29 58.17687(W) AD(       ) 4
 PO0645  NAD 27      -  44 49 05.51200(N)    091 29 57.59700(W) AD(       ) 3
 PO0645
 PO0645.Superseded values are not recommended for survey control.
 PO0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0645.See file dsdata.txt to determine how the superseded data were derived.
 PO0645
 PO0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK1863763845(NAD 83)
 PO0645_MARKER: 91 = CHURCH CROSS
 PO0645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PO0645+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2005
 PO0645
 PO0645  HISTORY     - Date     Condition        Report By
 PO0645  HISTORY     - 1934     FIRST OBSERVED   CGS
 PO0645  HISTORY     - 19951111 GOOD             USPSQD
 PO0645  HISTORY     - 20040611 GOOD             INDIV
 PO0645  HISTORY     - 20050619 GOOD             USPSQD
 PO0645
 PO0645                          STATION DESCRIPTION
 PO0645
 PO0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 PO0645'THIS STATION IS THE BASE OF THE SOUTHERLY OF TWIN CROSSES
 PO0645'ON TWIN DOMES ON THE SACRED HEART CATHOLIC CHURCH IN EAU CLAIRE.
 PO0645'THE CHURCH IS A RED BRICK BUILDING FACING EAST AND HAS A
 PO0645'SQUARE BRICK TOWER AT EACH THE NORTHEAST AND SOUTHEAST CORNERS.
 PO0645'THE TOP OF THE TOWER IS AN OCTAGONAL BRICK BELFRY WITH WHITE
 PO0645'STONE TRIMMINGS.  THE SIDES OF THE BELFRY ARE OPEN.  THE TOP
 PO0645'OF THE BELFRY IS A VARI-COLORED SLATE DOME WITH A GOLD CROSS
 PO0645'AT THE CENTER OF THE TOP.  THE TOP OF THE DOME IS ABOUT 90
 PO0645'FEET ABOVE THE STREET, AND IS QUITE PROMINENT.  THE BUILDING
 PO0645'WAS ERECTED IN 1928.
 PO0645'
 PO0645'THE CHURCH IS ABOUT 1/2 MILE NORTH OF THE BUSINESS SECTION
 PO0645'OF TOWN ON A HIGH HILL OVERLOOKING THE TOWN, ABOUT 0.3 MILE
 PO0645'EAST OF TOWN ON A HIGH HILL OVERLOOKING THE TOWN, ABOUT 0.3
 PO0645'MILE EAST OF THE CHIPPEWA RIVER AND ABOUT 0.3 MILE NORTH OF
 PO0645'THE DEWEY STREET BRIDGE OVER THE EAU CLAIRE RIVER, ON THE WEST
 PO0645'SIDE OF DEWEY STREET AND ON THE PROLONGATION WESTWARD OF
 PO0645'THE CENTER LINE OF DIVISION STREET.  THE CHICAGO, ST. PAUL,
 PO0645'MINNEAPOLIS AND OMAHA RAILWAY RUNS ALONG THE BASE OF THE
 PO0645'BLUFF ABOUT 200 FEET WEST OF THE CHURCH.
 PO0645
 PO0645                          STATION RECOVERY (1995)
 PO0645
 PO0645'RECOVERY NOTE BY US POWER SQUADRON 1995
 PO0645'RECOVERED IN GOOD CONDITION.
 PO0645
 PO0645                          STATION RECOVERY (2004)
 PO0645
 PO0645'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (LEK)
 PO0645'RECOVERED IN GOOD CONDITION.
 PO0645
 PO0645                          STATION RECOVERY (2005)
 PO0645
 PO0645'RECOVERY NOTE BY US POWER SQUADRON 2005 (RWS)
 PO0645'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0647 ***********************************************************************
 PO0647  DESIGNATION -  EAU CLAIRE SAC HEART N CROSS
 PO0647  PID         -  PO0647
 PO0647  STATE/COUNTY-  WI/EAU CLAIRE
 PO0647  USGS QUAD   -  EAU CLAIRE EAST (1982)
 PO0647
 PO0647                         *CURRENT SURVEY CONTROL
 PO0647  ___________________________________________________________________
 PO0647* NAD 83(1991)-  44 49 05.86136(N)    091 29 58.17156(W)     ADJUSTED  
 PO0647* NAVD 88     -                                                        
 PO0647  ___________________________________________________________________
 PO0647  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 PO0647  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 PO0647
 PO0647  HORZ ORDER  -  THIRD
 PO0647
 PO0647.The horizontal coordinates were established by classical geodetic methods
 PO0647.and adjusted by the National Geodetic Survey in March 1999..
 PO0647
 PO0647
 PO0647.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0647
 PO0647.The geoid height was determined by GEOID03.
 PO0647
 PO0647;                    North         East     Units Scale Factor Converg.
 PO0647;SPC WI C     -   110,542.354   481,410.414   MT  0.99994121   -1 03 28.8
 PO0647;SPC WI C     -   362,671.04  1,579,427.33   sFT  0.99994121   -1 03 28.8
 PO0647;UTM  15      - 4,963,860.688   618,636.277   MT  0.99977307   +1 03 28.0
 PO0647
 PO0647                          SUPERSEDED SURVEY CONTROL
 PO0647
 PO0647  NAD 83(1991)-  44 49 05.86114(N)    091 29 58.17299(W) AD(       ) 4
 PO0647  NAD 83(1986)-  44 49 05.85620(N)    091 29 58.19114(W) AD(       ) 4
 PO0647  NAD 27      -  44 49 06.00600(N)    091 29 57.60600(W) AD(       ) 3
 PO0647
 PO0647.Superseded values are not recommended for survey control.
 PO0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0647.See file dsdata.txt to determine how the superseded data were derived.
 PO0647
 PO0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK1863663861(NAD 83)
 PO0647_MARKER: 91 = CHURCH CROSS
 PO0647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PO0647+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2005
 PO0647
 PO0647  HISTORY     - Date     Condition        Report By
 PO0647  HISTORY     - 1934     FIRST OBSERVED   CGS
 PO0647  HISTORY     - 19951111 GOOD             USPSQD
 PO0647  HISTORY     - 20040611 GOOD             INDIV
 PO0647  HISTORY     - 20050619 GOOD             USPSQD
 PO0647
 PO0647                          STATION DESCRIPTION
 PO0647
 PO0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 PO0647'THIS STATION IS THE BASE OF THE NORTHERLY OF TWIN CROSSES ON
 PO0647'TWIN DOMES ON THE SACRED HEART CATHOLIC CHURCH IN EAU CLAIRE.
 PO0647'THE CHURCH IS A RED BRICK BUILDING FACING EAST AND HAS A
 PO0647'SQUARE BRICK TOWER AT EACH THE NORTHEAST AND THE SOUTHEAST
 PO0647'CORNERS.  THE TOP OF THE TOWER IS AN OCTAGONAL BRICK BELFRY
 PO0647'WITH WHITE STONE TRIMMINGS.  THE SIDES OF THE BELFRY ARE
 PO0647'OPEN.  THE TOP OF THE BELFRY IS A VARI-COLORED SLATE DOME
 PO0647'WITH A GOLD CROSS AT THE CENTER OF THE TOP.  THE TOP OF THE
 PO0647'DOME IS ABOUT 90 FEET ABOVE THE STREET, AND IS QUITE
 PO0647'PROMINENT.  THE BUILDING WAS ERECTED IN 1928.
 PO0647'
 PO0647'THE CHURCH IS ABOUT 1/2 MILE NORTH OF THE BUSINESS SECTION
 PO0647'OF TOWN ON A HIGH HILL OVERLOOKING THE TOWN, ABOUT 0.3 MILE EAST
 PO0647'OF THE CHIPPEWA RIVER AND ABOUT 0.3 MILE NORTH OF THE DEWEY
 PO0647'STREET BRIDGE OVER THE EAU CLAIRE RIVER, ON THE WEST SIDE
 PO0647'OF DEWEY STREET AND ON THE PROLONGATION WESTWARD OF THE CENTER
 PO0647'LINE OF DIVISION STREET.  THE CHICAGO, ST. PAUL, MINNEAPOLIS
 PO0647'AND OMAHA RAILWAY RUNS ALONG THE BASE OF THE BLUFF ABOUT 200
 PO0647'FEET WEST OF THE CHURCH.
 PO0647
 PO0647                          STATION RECOVERY (1995)
 PO0647
 PO0647'RECOVERY NOTE BY US POWER SQUADRON 1995
 PO0647'RECOVERED IN GOOD CONDITION.
 PO0647
 PO0647                          STATION RECOVERY (2004)
 PO0647
 PO0647'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (LEK)
 PO0647'RECOVERED IN GOOD CONDITION.
 PO0647
 PO0647                          STATION RECOVERY (2005)
 PO0647
 PO0647'RECOVERY NOTE BY US POWER SQUADRON 2005 (RWS)
 PO0647'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0746 ***********************************************************************
 PO0746  DESIGNATION -  EAU CLAIRE SAC HEART HOSP STK
 PO0746  PID         -  PO0746
 PO0746  STATE/COUNTY-  WI/EAU CLAIRE
 PO0746  USGS QUAD   -  EAU CLAIRE WEST (1982)
 PO0746
 PO0746                         *CURRENT SURVEY CONTROL
 PO0746  ___________________________________________________________________
 PO0746* NAD 83(1991)-  44 49 12.43044(N)    091 30 03.06714(W)     ADJUSTED  
 PO0746* NAVD 88     -                                                        
 PO0746  ___________________________________________________________________
 PO0746  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 PO0746  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 PO0746
 PO0746  HORZ ORDER  -  THIRD
 PO0746
 PO0746.The horizontal coordinates were established by classical geodetic methods
 PO0746.and adjusted by the National Geodetic Survey in March 1999..
 PO0746
 PO0746
 PO0746.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0746
 PO0746.The geoid height was determined by GEOID03.
 PO0746
 PO0746;                    North         East     Units Scale Factor Converg.
 PO0746;SPC WI C     -   110,747.075   481,306.626   MT  0.99994118   -1 03 32.3
 PO0746;SPC WI C     -   363,342.70  1,579,086.82   sFT  0.99994118   -1 03 32.3
 PO0746;UTM  15      - 4,964,061.403   618,525.020   MT  0.99977275   +1 03 24.6
 PO0746
 PO0746                          SUPERSEDED SURVEY CONTROL
 PO0746
 PO0746  NAD 83(1991)-  44 49 12.43025(N)    091 30 03.06896(W) AD(       ) 4
 PO0746  NAD 83(1986)-  44 49 12.42524(N)    091 30 03.08708(W) AD(       ) 4
 PO0746  NAD 27      -  44 49 12.57400(N)    091 30 02.50100(W) AD(       ) 3
 PO0746
 PO0746.Superseded values are not recommended for survey control.
 PO0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0746.See file dsdata.txt to determine how the superseded data were derived.
 PO0746
 PO0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK1852564061(NAD 83)
 PO0746_MARKER: 63 = STACK
 PO0746
 PO0746  HISTORY     - Date     Condition        Report By
 PO0746  HISTORY     - 1934     FIRST OBSERVED   CGS
 PO0746  HISTORY     - 1964     GOOD             CGS
 PO0746  HISTORY     - 19951111 GOOD             USPSQD
 PO0746
 PO0746                          STATION DESCRIPTION
 PO0746
 PO0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 PO0746'THIS STATION IS THE CENTER OF THE HIGH CONCRETE STACK AT THE
 PO0746'HEATING PLANT OF THE SACRED HEART HOSPITAL IN EAU CLAIRE.
 PO0746'THERE IS A SLIGHT CORBEL ABOUT 1 FOOT BELOW THE TOP AND AN
 PO0746'INLAID CROSS ON FOUR SIDES UNDER THE CORBEL.  THE STACK IS
 PO0746'ABOUT 115 FEET HIGH AND IS THE MOST PROMINENT OBJECT IN EAU
 PO0746'CLAIRE.
 PO0746'
 PO0746'THE STACK IS BACK OF (WEST SIDE) THE MAIN BUILDING OF THE
 PO0746'HOSPITAL, ABOUT 20 FEET WEST OF THE SOUTHWEST CORRNER OF THE
 PO0746'NURSES HOME, ABOUT 100 FEET EAST OF THE CHICAGO, ST. PAUL,
 PO0746'MINNEAPOLIS AND OMAHA RAILWAY AT THE JUNCTION OF TWO LINES
 PO0746'OF THE RAILROAD.  THE RAILROAD RUNS ON A CUT ON THE SIDE
 PO0746'OF A BLUFF.  THE STACK IS ON TOP OF THE HIGH HILL WHICH
 PO0746'OVERLOOKS THE TOWN AND IS ABOUT 1/2 MILE EAST OF THE CHIPPEWA
 PO0746'RIVER AND ABOUT 1000 FEET SOUTH OF THE SOUTHWEST END OF DELLS
 PO0746'POND.  THE HOSPITAL IS ON THE WEST SIDE OF DEWEY STREET
 PO0746'BETWEEN ST. LOUIS STREET AND BIRCH STREET.
 PO0746
 PO0746                          STATION RECOVERY (1964)
 PO0746
 PO0746'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RCY)
 PO0746'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 PO0746
 PO0746                          STATION RECOVERY (1995)
 PO0746
 PO0746'RECOVERY NOTE BY US POWER SQUADRON 1995
 PO0746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0651 ***********************************************************************
 PO0651  DESIGNATION -  EAU CLAIRE ST JOHNS LUTH CH
 PO0651  PID         -  PO0651
 PO0651  STATE/COUNTY-  WI/EAU CLAIRE
 PO0651  USGS QUAD   -  EAU CLAIRE EAST (1982)
 PO0651
 PO0651                         *CURRENT SURVEY CONTROL
 PO0651  ___________________________________________________________________
 PO0651* NAD 83(1991)-  44 48 45.27816(N)    091 29 51.56200(W)     ADJUSTED  
 PO0651* NAVD 88     -                                                        
 PO0651  ___________________________________________________________________
 PO0651  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 PO0651  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 PO0651
 PO0651  HORZ ORDER  -  THIRD
 PO0651
 PO0651.The horizontal coordinates were established by classical geodetic methods
 PO0651.and adjusted by the National Geodetic Survey in March 1999..
 PO0651
 PO0651
 PO0651.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0651
 PO0651.The geoid height was determined by GEOID03.
 PO0651
 PO0651;                    North         East     Units Scale Factor Converg.
 PO0651;SPC WI C     -   109,904.439   481,543.883   MT  0.99994132   -1 03 24.2
 PO0651;SPC WI C     -   360,578.15  1,579,865.22   sFT  0.99994132   -1 03 24.2
 PO0651;UTM  15      - 4,963,228.240   618,793.179   MT  0.99977353   +1 03 32.3
 PO0651
 PO0651                          SUPERSEDED SURVEY CONTROL
 PO0651
 PO0651  NAD 83(1991)-  44 48 45.27730(N)    091 29 51.56413(W) AD(       ) 4
 PO0651  NAD 83(1986)-  44 48 45.27251(N)    091 29 51.58229(W) AD(       ) 4
 PO0651  NAD 27      -  44 48 45.42100(N)    091 29 51.00100(W) AD(       ) 3
 PO0651
 PO0651.Superseded values are not recommended for survey control.
 PO0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0651.See file dsdata.txt to determine how the superseded data were derived.
 PO0651
 PO0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK1879363228(NAD 83)
 PO0651_MARKER: 90 = CHURCH SPIRE
 PO0651
 PO0651  HISTORY     - Date     Condition        Report By
 PO0651  HISTORY     - 1934     FIRST OBSERVED   CGS
 PO0651
 PO0651                          STATION DESCRIPTION
 PO0651
 PO0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 PO0651'THIS STATION IS THE TIP OF THE SPIRE SURMOUNTING THE ST. JOHNS
 PO0651'LUTHERAN CHURCH IN EAU CLAIRE.  THE CHURCH IS A RED BRICK
 PO0651'BUILDING WITH A SQUARE RED BRICK TOWER AT THE FRONT (WEST)
 PO0651'CENTER OVER THE ENTRANCE.  THERE IS A CIRCULAR ORNAMENTAL
 PO0651'WINDOW ON EACH SIDE OF THE TOWER.  ABOVE THE TOWER IS AN
 PO0651'OCTAGONAL BELFRY WITH A LOUVERED WINDOW ON EACH SIDE.  ABOVE THE
 PO0651'BELFRY IS AN OCTAGONAL GREEN SHINGLE SPIRE.  THE SPIRE HAS A
 PO0651'BALL AT THE TIP AND A FINIAL WITH WEATHER VANE ABOVE THE BALL.
 PO0651'THE SPIRE RISES ABOUT 125 FEET ABOVE THE STREET AND IS QUITE
 PO0651'PROMINENT.  THE BUILDING WAS ERECTED IN 1882.
 PO0651'
 PO0651'THE CHURCH IS IN THE BUSINESS SECTION OF TOWN, ABOUT 1300
 PO0651'FEET EAST OF THE CHIPPEWA RIVER AT THE MOUTH OF THE EAU CLAIRE
 PO0651'RIVER AND ABOUT 1 BLOCK SOUTH OF THE EAU CLAIRE RIVER, AT
 PO0651'THE EAST CORNER OF SOUTH DEWEY STREET AND GIBSON STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0739 ***********************************************************************
 PO0739  DESIGNATION -  EAU CLAIRE ST PATRICKS SCH CUP
 PO0739  PID         -  PO0739
 PO0739  STATE/COUNTY-  WI/EAU CLAIRE
 PO0739  USGS QUAD   -  EAU CLAIRE WEST (1982)
 PO0739
 PO0739                         *CURRENT SURVEY CONTROL
 PO0739  ___________________________________________________________________
 PO0739* NAD 83(1991)-  44 48 39.40584(N)    091 30 34.14114(W)     ADJUSTED  
 PO0739* NAVD 88     -                                                        
 PO0739  ___________________________________________________________________
 PO0739  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 PO0739  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 PO0739
 PO0739  HORZ ORDER  -  THIRD
 PO0739
 PO0739.The horizontal coordinates were established by classical geodetic methods
 PO0739.and adjusted by the National Geodetic Survey in March 1999..
 PO0739
 PO0739
 PO0739.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0739
 PO0739.The geoid height was determined by GEOID03.
 PO0739
 PO0739;                    North         East     Units Scale Factor Converg.
 PO0739;SPC WI C     -   109,740.530   480,605.130   MT  0.99994135   -1 03 54.2
 PO0739;SPC WI C     -   360,040.39  1,576,785.33   sFT  0.99994135   -1 03 54.2
 PO0739;UTM  15      - 4,963,029.821   617,861.274   MT  0.99977082   +1 03 02.1
 PO0739
 PO0739                          SUPERSEDED SURVEY CONTROL
 PO0739
 PO0739  NAD 83(1991)-  44 48 39.40463(N)    091 30 34.14444(W) AD(       ) 4
 PO0739  NAD 83(1986)-  44 48 39.39983(N)    091 30 34.16231(W) AD(       ) 4
 PO0739  NAD 27      -  44 48 39.54800(N)    091 30 33.58100(W) AD(       ) 3
 PO0739
 PO0739.Superseded values are not recommended for survey control.
 PO0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0739.See file dsdata.txt to determine how the superseded data were derived.
 PO0739
 PO0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK1786163030(NAD 83)
 PO0739
 PO0739  HISTORY     - Date     Condition        Report By
 PO0739  HISTORY     - 1934     FIRST OBSERVED   CGS
 PO0739  HISTORY     - 19951111 MARK NOT FOUND   USPSQD
 PO0739  HISTORY     - 20040818 MARK NOT FOUND   INDIV
 PO0739
 PO0739                          STATION DESCRIPTION
 PO0739
 PO0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 PO0739'THIS STATION IS THE BASE OF THE CROSS ON THE CUPOLA OF ST.
 PO0739'PATRICKS CATHOLIC SCHOOL, IN EAU CLAIRE.  THE SCHOOL IS A
 PO0739'RED BRICK BUILDING WITH WHITE SLATE GABLE ROOFS.  THERE ARE
 PO0739'FOUR GABLES INTERSECTING AT THE CENTER OF THE BUILDING.  THE
 PO0739'CUPOLA IS AT THE INTERSECTION OF THE GABLES.  THE CUPOLA
 PO0739'IS WHITE AND IS OCTAGONAL.  THE LOWER PART OF IT IS A VENTILATOR
 PO0739'WITH LOUVERED OPENINGS ON EAST SIDE.  THE UPPER PART IS AN
 PO0739'OPEN BELFRY.  THE CUPOLA HAS A BLACK PYRAMIDAL ROOF WITH A
 PO0739'CROSS AT THE TIP.  THE TOP OF THE CUPOLA IS ABOUT 80 FEET
 PO0739'ABOVE THE GROUND.  IT IS NOT VERY PROMINENT.  THE DATE OF
 PO0739'THE ERECTION OF THE OLD PART OF THE BUILDING ON WHICH THE
 PO0739'CUPOLA IS LOCATED IS UNKNOWN.  A NEW ADDITION ON THE EAST
 PO0739'SIDE WAS ERECTED IN 1930.
 PO0739'
 PO0739'THE SCHOOL IS ABOUT 1/2 MILE WEST OF THE BUSINESS SECTION OF
 PO0739'TOWN, ABOUT 1/4 MILE WEST OF THE CHIPPEWA RIVER AT THE MOUTH
 PO0739'OF THE EAU CLAIRE RIVER, ABOUT 1/4 MILE EAST OF THE EAST SIDE OF
 PO0739'HALF MOON LAKE, 1 BLOCK SOUTH OF THE CHICAGO, MILWAUKEE, ST.
 PO0739'PAUL, AND PACIFIC RAILROAD, AT THE NORTHEAST CORNER OF FULTON
 PO0739'STREET AND FIFTH AVENUE JUST WEST OF AN ANGLE IN FULTON STREET.
 PO0739
 PO0739                          STATION RECOVERY (1995)
 PO0739
 PO0739'RECOVERY NOTE BY US POWER SQUADRON 1995
 PO0739'MARK NOT FOUND.
 PO0739
 PO0739                          STATION RECOVERY (2004)
 PO0739
 PO0739'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (LEK)
 PO0739'SCHOOL BUILDING REROOFED +- 1990, CUPOLA AND CROSS REMOVED DURING
 PO0739'REROOFING.  DATE ESTABLISHED BY LOCAL INTERESTED PERSON (CHURCH
 PO0739'DEACON).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0740 ***********************************************************************
 PO0740  DESIGNATION -  EAU CLAIRE ST PATRICKS CH
 PO0740  PID         -  PO0740
 PO0740  STATE/COUNTY-  WI/EAU CLAIRE
 PO0740  USGS QUAD   -  EAU CLAIRE WEST (1982)
 PO0740
 PO0740                         *CURRENT SURVEY CONTROL
 PO0740  ___________________________________________________________________
 PO0740* NAD 83(1991)-  44 48 40.47752(N)    091 30 29.96629(W)     ADJUSTED  
 PO0740* NAVD 88     -                                                        
 PO0740  ___________________________________________________________________
 PO0740  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 PO0740  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 PO0740
 PO0740  HORZ ORDER  -  THIRD
 PO0740
 PO0740.The horizontal coordinates were established by classical geodetic methods
 PO0740.and adjusted by the National Geodetic Survey in March 1999..
 PO0740
 PO0740
 PO0740.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0740
 PO0740.The geoid height was determined by GEOID03.
 PO0740
 PO0740;                    North         East     Units Scale Factor Converg.
 PO0740;SPC WI C     -   109,771.899   480,697.460   MT  0.99994134   -1 03 51.3
 PO0740;SPC WI C     -   360,143.31  1,577,088.25   sFT  0.99994134   -1 03 51.3
 PO0740;UTM  15      - 4,963,064.572   617,952.368   MT  0.99977108   +1 03 05.1
 PO0740
 PO0740                          SUPERSEDED SURVEY CONTROL
 PO0740
 PO0740  NAD 83(1991)-  44 48 40.47674(N)    091 30 29.96758(W) AD(       ) 4
 PO0740  NAD 83(1986)-  44 48 40.47195(N)    091 30 29.98549(W) AD(       ) 4
 PO0740  NAD 27      -  44 48 40.61800(N)    091 30 29.40600(W) AD(       ) 3
 PO0740
 PO0740.Superseded values are not recommended for survey control.
 PO0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0740.See file dsdata.txt to determine how the superseded data were derived.
 PO0740
 PO0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK1795263065(NAD 83)
 PO0740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PO0740+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2005
 PO0740
 PO0740  HISTORY     - Date     Condition        Report By
 PO0740  HISTORY     - 1934     FIRST OBSERVED   CGS
 PO0740  HISTORY     - 1964     GOOD             CGS
 PO0740  HISTORY     - 19951111 GOOD             USPSQD
 PO0740  HISTORY     - 20040615 GOOD             INDIV
 PO0740  HISTORY     - 20050619 GOOD             USPSQD
 PO0740
 PO0740                          STATION DESCRIPTION
 PO0740
 PO0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 PO0740'THIS STATION IS THE BASE OF THE WHITE CROSS ON THE STEEPLE
 PO0740'OF ST. PATRICKS CATHOLIC CHURCH IN EAU CLAIRE.  THE CHURCH
 PO0740'IS A RED BRICK BUILDING WITH A SQUARE RED BRICK TOWER AND BELFRY
 PO0740'AT THE EAST CORNER.  THE BELFRY HAS A DOUBLE LOUVERED
 PO0740'WINDOW ON EACH SIDE WHICH IS PAINTED GREEN.  THE TOP OF THE
 PO0740'BELFRY HAS A SHORT GABLE ON EACH SIDE WITH A CROSS AT THE OUTER
 PO0740'END OF THE RIDGE OF THE ROOF.  THERE IS A SHORT BLACK
 PO0740'ORNAMENTAL SPIRE AT THE TOP OF EACH CORNER OF THE TOWER.
 PO0740'THE TOP OF THE TOWER IS A SHORT BLACK STEEPLE WITH A WHITE
 PO0740'CROSS AT THE TIP.  THE TOP OF THE STEEPLE IS ABOUT 85 FEET
 PO0740'ABOVE THE GROUND AND IS NOT VERY PROMINENT.  THE BUILDING
 PO0740'WAS ERECTED IN 1885 AND REMODELED IN 1934.
 PO0740'
 PO0740'THE CHURCH IS ABOUT 1/2 MILE WEST OF THE BUSINESS SECTION OF
 PO0740'TOWN, ABOUT 1/4 MILE WEST OF THE CHIPPEWA RIVER AT THE MOUTH
 PO0740'OF THE EAU CLAIRE RIVER, AT THE WEST CORNER OF OXFORD AVENUE
 PO0740'AND FULTON STREET.
 PO0740
 PO0740                          STATION RECOVERY (1964)
 PO0740
 PO0740'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RCY)
 PO0740'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 PO0740
 PO0740                          STATION RECOVERY (1995)
 PO0740
 PO0740'RECOVERY NOTE BY US POWER SQUADRON 1995
 PO0740'RECOVERED IN GOOD CONDITION.
 PO0740
 PO0740                          STATION RECOVERY (2004)
 PO0740
 PO0740'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (LEK)
 PO0740'RECOVERED IN GOOD CONDITION.
 PO0740
 PO0740                          STATION RECOVERY (2005)
 PO0740
 PO0740'RECOVERY NOTE BY US POWER SQUADRON 2005 (RWS)
 PO0740'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0741 ***********************************************************************
 PO0741  DESIGNATION -  EAU CLAIRE STC STACK
 PO0741  PID         -  PO0741
 PO0741  STATE/COUNTY-  WI/EAU CLAIRE
 PO0741  USGS QUAD   -  EAU CLAIRE WEST (1982)
 PO0741
 PO0741                         *CURRENT SURVEY CONTROL
 PO0741  ___________________________________________________________________
 PO0741* NAD 83(1991)-  44 47 49.88498(N)    091 30 02.10121(W)     ADJUSTED  
 PO0741* NAVD 88     -                                                        
 PO0741  ___________________________________________________________________
 PO0741  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 PO0741  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 PO0741
 PO0741  HORZ ORDER  -  THIRD
 PO0741
 PO0741.The horizontal coordinates were established by classical geodetic methods
 PO0741.and adjusted by the National Geodetic Survey in March 1999..
 PO0741
 PO0741
 PO0741.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0741
 PO0741.The geoid height was determined by GEOID03.
 PO0741
 PO0741;                    North         East     Units Scale Factor Converg.
 PO0741;SPC WI C     -   108,199.180   481,280.762   MT  0.99994165   -1 03 31.6
 PO0741;SPC WI C     -   354,983.48  1,579,001.97   sFT  0.99994165   -1 03 31.6
 PO0741;UTM  15      - 4,961,514.719   618,593.220   MT  0.99977295   +1 03 23.8
 PO0741
 PO0741                          SUPERSEDED SURVEY CONTROL
 PO0741
 PO0741  NAD 83(1991)-  44 47 49.88338(N)    091 30 02.10235(W) AD(       ) 4
 PO0741  NAD 83(1986)-  44 47 49.87906(N)    091 30 02.12029(W) AD(       ) 4
 PO0741  NAD 27      -  44 47 50.03000(N)    091 30 01.54000(W) AD(       ) 3
 PO0741
 PO0741.Superseded values are not recommended for survey control.
 PO0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0741.See file dsdata.txt to determine how the superseded data were derived.
 PO0741
 PO0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK1859361515(NAD 83)
 PO0741_MARKER: 63 = STACK
 PO0741
 PO0741  HISTORY     - Date     Condition        Report By
 PO0741  HISTORY     - 1934     FIRST OBSERVED   CGS
 PO0741  HISTORY     - 20030429 MARK NOT FOUND   GEOCAC
 PO0741
 PO0741                          STATION DESCRIPTION
 PO0741
 PO0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 PO0741'THIS STATION IS THE CENTER OF THE SQUARE RED BRICK STACK
 PO0741'AT THE POWER PLANT OF THE STATE TEACHERS COLLEGE IN EAU
 PO0741'CLAIRE.  THE STACK HAS AN ORNAMENTAL CORBEL ABOUT 5 FEET
 PO0741'BELOW THE TOP.  IT IS ABOUT 90 FEET HIGH AND IS NOT VERY
 PO0741'PROMINENT.
 PO0741'
 PO0741'THE STACK IS ON THE SOUTH SIDE OF THE HEATING PLANT WHICH IS
 PO0741'NEAR THE SOUTHEAST CORNER OF THE MAIN BUILDING OF THE COLLEGE.
 PO0741'IT IS ABOUT 1200 FEET SOUTH OF THE WATER STREET BRIDGE OVER
 PO0741'THE CHIPPEWA RIVER, ABOUT 500 FEET SOUTHEAST OF THE SOUTHEAST
 PO0741'SIDE OF THE RIVER, AT A BEND IN THE RIVER, ABOUT 300 FEET
 PO0741'WEST OF PARK AVENUE AND ABOUT 200 FEET SOUTH OF GARFIELD
 PO0741'AVENUE.
 PO0741
 PO0741                          STATION RECOVERY (2003)
 PO0741
 PO0741'RECOVERY NOTE BY GEOCACHING 2003 (ACS)
 PO0741'NO STACK CURRENTLY FOUND AT THIS LOCATION. ARCHIVAL PHOTOGRAPHS SHOW
 PO0741'IT WAS HERE AS
 PO0741'DESCRIBED IN 1969, BUT NO LONGER EXISTED IN 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0653 ***********************************************************************
 PO0653  DESIGNATION -  EAU CLAIRE TV STA WEAU TOWER
 PO0653  PID         -  PO0653
 PO0653  STATE/COUNTY-  WI/EAU CLAIRE
 PO0653  USGS QUAD   -  EAU CLAIRE EAST (1982)
 PO0653
 PO0653                         *CURRENT SURVEY CONTROL
 PO0653  ___________________________________________________________________
 PO0653* NAD 83(1991)-  44 47 59.91522(N)    091 27 56.57258(W)     ADJUSTED  
 PO0653* NAVD 88     -                                                        
 PO0653  ___________________________________________________________________
 PO0653  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 PO0653  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 PO0653
 PO0653  HORZ ORDER  -  THIRD
 PO0653
 PO0653.The horizontal coordinates were established by classical geodetic methods
 PO0653.and adjusted by the National Geodetic Survey in March 1999..
 PO0653
 PO0653
 PO0653.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0653
 PO0653.The geoid height was determined by GEOID03.
 PO0653
 PO0653;                    North         East     Units Scale Factor Converg.
 PO0653;SPC WI C     -   108,458.347   484,044.725   MT  0.99994159   -1 02 03.0
 PO0653;SPC WI C     -   355,833.76  1,588,070.07   sFT  0.99994159   -1 02 03.0
 PO0653;UTM  15      - 4,961,875.675   621,345.280   MT  0.99978107   +1 04 52.5
 PO0653
 PO0653                          SUPERSEDED SURVEY CONTROL
 PO0653
 PO0653  NAD 83(1991)-  44 47 59.90749(N)    091 27 56.54557(W) AD(       ) 4
 PO0653  NAD 83(1986)-  44 47 59.90341(N)    091 27 56.56459(W) AD(       ) 4
 PO0653  NAD 27      -  44 48 00.04012(N)    091 27 56.01489(W) AD(       ) 3
 PO0653
 PO0653.Superseded values are not recommended for survey control.
 PO0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0653.See file dsdata.txt to determine how the superseded data were derived.
 PO0653
 PO0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2134561876(NAD 83)
 PO0653_MARKER: 43 = RADIO/TV TOWER
 PO0653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PO0653+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2004
 PO0653
 PO0653  HISTORY     - Date     Condition        Report By
 PO0653  HISTORY     - 1964     FIRST OBSERVED   CGS
 PO0653  HISTORY     - 1968     GOOD             CGS
 PO0653  HISTORY     - 1973     GOOD             NGS
 PO0653  HISTORY     - 1982     GOOD             NGS
 PO0653  HISTORY     - 19951111 GOOD             USPSQD
 PO0653  HISTORY     - 20030503 GOOD             INDIV
 PO0653  HISTORY     - 20040823 GOOD             USPSQD
 PO0653
 PO0653                          STATION DESCRIPTION
 PO0653
 PO0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RCY)
 PO0653'THE STATION IS THE 958 FT. TALL TELEVISION TOWER LOCATED AT
 PO0653'THE SOUTHEAST EDGE OF EAU CLAIRE AND AT THE INTERSECTION OF
 PO0653'SOUTH HASTINGS WAY AND KIRK STREET.  THE POINT INTERSECTED
 PO0653'WAS CENTER OF THE TOP.
 PO0653
 PO0653                          STATION RECOVERY (1968)
 PO0653
 PO0653'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JVT)
 PO0653'THE STATION WAS RECOVERED AS DESCRIBED
 PO0653'
 PO0653'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PO0653'SOUTHEAST EDGE OF EAU CLAIRE.
 PO0653
 PO0653                          STATION RECOVERY (1973)
 PO0653
 PO0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JTH)
 PO0653'THE STATION WAS RECOVERED AS DESCRIBED.
 PO0653'
 PO0653'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTHEAST
 PO0653'EDGE OF EAU CLAIRE.
 PO0653
 PO0653                          STATION RECOVERY (1982)
 PO0653
 PO0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DRM)
 PO0653'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 PO0653'
 PO0653'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTHEAST EDGE OF
 PO0653'EAU CLAIRE.
 PO0653
 PO0653                          STATION RECOVERY (1995)
 PO0653
 PO0653'RECOVERY NOTE BY US POWER SQUADRON 1995
 PO0653'RECOVERED IN GOOD CONDITION.
 PO0653
 PO0653                          STATION RECOVERY (2003)
 PO0653
 PO0653'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (BRM)
 PO0653'RECOVERED IN GOOD CONDITION.
 PO0653
 PO0653                          STATION RECOVERY (2004)
 PO0653
 PO0653'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWS)
 PO0653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4638 ***********************************************************************
 AA4638  SACS        -  This is a Secondary Airport Control Station.
 AA4638  DESIGNATION -  EAU D 1982
 AA4638  PID         -  AA4638
 AA4638  STATE/COUNTY-  WI/EAU CLAIRE
 AA4638  USGS QUAD   -  EAU CLAIRE EAST (1982)
 AA4638
 AA4638                         *CURRENT SURVEY CONTROL
 AA4638  ___________________________________________________________________
 AA4638* NAD 83(1997)-  44 52 22.69908(N)    091 28 22.11910(W)     ADJUSTED  
 AA4638* NAVD 88     -       275.52   (+/-2cm)     903.9    (feet)  VERTCON   
 AA4638  ___________________________________________________________________
 AA4638  X           -    -116,374.421 (meters)                     COMP
 AA4638  Y           -  -4,526,239.342 (meters)                     COMP
 AA4638  Z           -   4,477,527.909 (meters)                     COMP
 AA4638  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 AA4638  ELLIP HEIGHT-         244.59  (meters)          (05/03/99) GPS OBS
 AA4638  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 AA4638
 AA4638  HORZ ORDER  -  FIRST
 AA4638  VERT ORDER  -  THIRD ? (See Below)
 AA4638  ELLP ORDER  -  FOURTH    CLASS I
 AA4638
 AA4638.This mark is at Chippewa Valley Regional Airport (EAU)
 AA4638
 AA4638.The horizontal coordinates were established by GPS observations
 AA4638.and adjusted by the National Geodetic Survey in May 1999..
 AA4638.No horizontal observational check was made to the station.
 AA4638
 AA4638.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4638
 AA4638.GPS derived orthometric heights for airport stations designated as
 AA4638.PACS or SACS are published to 2 decimal places.  This maintains
 AA4638.centimeter relative accuracy between the PACS and SACS.  It does
 AA4638.not indicate centimeter accuracy relative to other marks which are
 AA4638.part of the NAVD 88 network.
 AA4638.The vertical order pertains to the NGVD 29 superseded value.
 AA4638
 AA4638.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4638
 AA4638.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4638
 AA4638.The ellipsoidal height was determined by GPS observations
 AA4638.and is referenced to NAD 83.
 AA4638
 AA4638.The geoid height was determined by GEOID03.
 AA4638
 AA4638;                    North         East     Units Scale Factor Converg.
 AA4638;SPC WI C     -   116,578.581   483,630.499   MT  0.99994071   -1 02 21.1
 AA4638;SPC WI C     -   382,474.89  1,586,711.06   sFT  0.99994071   -1 02 21.1
 AA4638;UTM  15      - 4,969,973.772   620,631.614   MT  0.99977894   +1 04 39.4
 AA4638
 AA4638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4638!SPC WI C     -   0.99996165  x   0.99994071  =   0.99990236
 AA4638!UTM  15      -   0.99996165  x   0.99977894  =   0.99974060
 AA4638
 AA4638                          SUPERSEDED SURVEY CONTROL
 AA4638
 AA4638  NAD 83(1991)-  44 52 22.69881(N)    091 28 22.11753(W) AD(       ) 1
 AA4638  ELLIP H (09/30/94)  244.62   (m)                       GP(       ) 4 1
 AA4638  NGVD 29 (09/30/94)  275.51   (m)          903.9    (f) LEVELING    3  
 AA4638
 AA4638.Superseded values are not recommended for survey control.
 AA4638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4638.See file dsdata.txt to determine how the superseded data were derived.
 AA4638
 AA4638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2063269974(NAD 83)
 AA4638_MARKER: DD = SURVEY DISK
 AA4638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4638_STAMPING: EAU D 1982
 AA4638_MARK LOGO: NOS   
 AA4638_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA4638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4638+STABILITY: SURFACE MOTION
 AA4638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4638+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2003
 AA4638
 AA4638  HISTORY     - Date     Condition        Report By
 AA4638  HISTORY     - 1982     MONUMENTED       NOS
 AA4638  HISTORY     - 19950804 GOOD             NGS
 AA4638  HISTORY     - 20030315 GOOD             USPSQD
 AA4638
 AA4638                          STATION DESCRIPTION
 AA4638
 AA4638'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (DRM)
 AA4638'THE STATION IS LOCATED AT THE NORTHEAST END AND NEAR RUNWAY END 22 AT
 AA4638'THE CHIPPEWA VALLEY REGIONAL AIRPORT IN EAU CLAIRE, WI. THE STATION IS
 AA4638'LOCATED 174.9 FT (53.3 M) SOUTH OF THE CENTERLINE END RUNWAY 22, 74.9
 AA4638'FT (22.8 M) NORTHEAST OF THE FIRST RUNWAY LIGHT ON THE SOUTHEAST SIDE
 AA4638'AND SOUTHWEST OF RUNWAY END 22, 49.1 FT (15.0 M) SOUTHEAST OF THE
 AA4638'SOUTHEAST EDGE OF RUNWAY 4-22, 35.0 FT (10.7 M) EAST OF THE FIRST
 AA4638'SINGLE TAXIWAY LIGHT NORTHEAST OF A DOUBLE TAXIWAY LIGHT AT THE POINT
 AA4638'WHERE THE RADIUS OF THE TAXIWAY JOINS THE RUNWAY, AND 20.1 FT (6.1 M)
 AA4638'EAST SOUTHEAST OF THE SECOND TAXIWAY LIGHT. THE STATION IS A STANDARD
 AA4638'NOS DISK SET IN A CONCRETE MONUMENT FLUSH WITH THE GROUND. TO OBTAIN
 AA4638'ACCESS TO THE AIRPORT AND THE STATION CONTACT MR. BURTON WRIGHT,
 AA4638'AIRPORT MANAGER, CHIPPEWA VALLEY REGIONAL AIRPORT, EAU CLAIRE, WI
 AA4638'54703, PHONE (715) 839-4900. RECOVERED AND DESCRIBED BY RALPH A.
 AA4638'HARRELL, CHIEF OF NOS PARTY.
 AA4638
 AA4638                          STATION RECOVERY (1995)
 AA4638
 AA4638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995
 AA4638'THIS STATION IS LOCATED AT THE EAU CLAIRE COUNTY AIRPORT NEAR RUNWAY
 AA4638'END 22.  THE STATION IS LOCATED 74.9 FT (22.8 M) NORTHEAST OF THE
 AA4638'FIRST RUNWAY LIGHT SOUTHWEST OF RUNWAY END 22 ON THE SOUTHEAST SIDE OF
 AA4638'THE RUNWAY, 35.0 FT (10.7 M) EAST OF THE FIRST SINGLE TAXIWAY LIGHT
 AA4638'WHERE THE RADIUS OF THE TAXIWAY JOINS THE RUNWAY, 20.1 FT (6.1 M)
 AA4638'SOUTHEAST OF THE 2ND TAXIWAY LIGHT, AND 49.1 FT (15.0 M) SOUTHEAST OF
 AA4638'THE EDGE OF RUNWAY 4-22.  THE STATION IS A STANDARD NOS DISK
 AA4638'STAMPED---EAU D 1982---, AND IS SET IN THE TOP OF A CONCRETE MONUMENT
 AA4638'THAT IS 0.3 FT (9.1 CM) BELOW THE SURFACE.
 AA4638
 AA4638                          STATION RECOVERY (2003)
 AA4638
 AA4638'RECOVERY NOTE BY US POWER SQUADRON 2003 (LEK)
 AA4638'THE CHIPPEWA VALLEY REGIONAL AIRPORT IS LOCATED WHOLLY WITHIN CHIPPEWA
 AA4638'COUNTY WIS, ADJACENT TO THE EAU CLAIRE NORTH COUNTY,CHIPPEWA SOUTH
 AA4638'COUNTY LINES.
 AA4638'RUNWAY 22 IS ANTICIPATED TO BE EXTENDED 820 FT.  CONSTRUCTION COMPLETE
 AA4638'2003
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4639 ***********************************************************************
 AA4639  SACS        -  This is a Secondary Airport Control Station.
 AA4639  DESIGNATION -  EAU E 1982
 AA4639  PID         -  AA4639
 AA4639  STATE/COUNTY-  WI/CHIPPEWA
 AA4639  USGS QUAD   -  EAU CLAIRE EAST (1982)
 AA4639
 AA4639                         *CURRENT SURVEY CONTROL
 AA4639  ___________________________________________________________________
 AA4639* NAD 83(1997)-  44 51 33.59325(N)    091 29 30.50587(W)     ADJUSTED  
 AA4639* NAVD 88     -       269.33   (+/-2cm)     883.6    (feet)  VERTCON   
 AA4639  ___________________________________________________________________
 AA4639  X           -    -117,902.809 (meters)                     COMP
 AA4639  Y           -  -4,527,265.182 (meters)                     COMP
 AA4639  Z           -   4,476,449.141 (meters)                     COMP
 AA4639  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 AA4639  ELLIP HEIGHT-         238.42  (meters)          (05/03/99) GPS OBS
 AA4639  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 AA4639
 AA4639  HORZ ORDER  -  FIRST
 AA4639  VERT ORDER  -  THIRD ? (See Below)
 AA4639  ELLP ORDER  -  FOURTH    CLASS I
 AA4639
 AA4639.This mark is at Chippewa Valley Regional Airport (EAU)
 AA4639
 AA4639.The horizontal coordinates were established by GPS observations
 AA4639.and adjusted by the National Geodetic Survey in May 1999..
 AA4639.No horizontal observational check was made to the station.
 AA4639
 AA4639.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4639
 AA4639.GPS derived orthometric heights for airport stations designated as
 AA4639.PACS or SACS are published to 2 decimal places.  This maintains
 AA4639.centimeter relative accuracy between the PACS and SACS.  It does
 AA4639.not indicate centimeter accuracy relative to other marks which are
 AA4639.part of the NAVD 88 network.
 AA4639.The vertical order pertains to the NGVD 29 superseded value.
 AA4639
 AA4639.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4639
 AA4639.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4639
 AA4639.The ellipsoidal height was determined by GPS observations
 AA4639.and is referenced to NAD 83.
 AA4639
 AA4639.The geoid height was determined by GEOID03.
 AA4639
 AA4639;                    North         East     Units Scale Factor Converg.
 AA4639;SPC WI C     -   115,090.466   482,101.887   MT  0.99994075   -1 03 09.3
 AA4639;SPC WI C     -   377,592.64  1,581,695.94   sFT  0.99994075   -1 03 09.3
 AA4639;UTM  15      - 4,968,430.467   619,159.250   MT  0.99977460   +1 03 50.2
 AA4639
 AA4639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4639!SPC WI C     -   0.99996262  x   0.99994075  =   0.99990337
 AA4639!UTM  15      -   0.99996262  x   0.99977460  =   0.99973723
 AA4639
 AA4639                          SUPERSEDED SURVEY CONTROL
 AA4639
 AA4639  NAD 83(1991)-  44 51 33.59303(N)    091 29 30.50429(W) AD(       ) 1
 AA4639  ELLIP H (09/30/94)  238.46   (m)                       GP(       ) 4 1
 AA4639  NGVD 29 (09/30/94)  269.32   (m)          883.6    (f) LEVELING    3  
 AA4639
 AA4639.Superseded values are not recommended for survey control.
 AA4639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4639.See file dsdata.txt to determine how the superseded data were derived.
 AA4639
 AA4639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK1915968430(NAD 83)
 AA4639_MARKER: DD = SURVEY DISK
 AA4639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4639_STAMPING: EAU E 1982
 AA4639_MARK LOGO: NOS   
 AA4639_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA4639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4639+STABILITY: SURFACE MOTION
 AA4639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4639+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2003
 AA4639
 AA4639  HISTORY     - Date     Condition        Report By
 AA4639  HISTORY     - 1982     MONUMENTED       NOS
 AA4639  HISTORY     - 19950804 GOOD             NGS
 AA4639  HISTORY     - 20030315 GOOD             USPSQD
 AA4639
 AA4639                          STATION DESCRIPTION
 AA4639
 AA4639'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (DRM)
 AA4639'THE STATION IS LOCATED ON THE SOUTHWEST END AND NEAR RUNWAY END 4 AT
 AA4639'THE CHIPPEWA VALLEY REGIONAL AIRPORT IN EAU CLAIRE, WI. THE STATION IS
 AA4639'236.2 FT (72.0 M) SOUTHEAST OF THE CENTERLINE END OF RUNWAY 4, 94.5 FT
 AA4639'(28.8 M) NORTHEAST OF THE TAXIWAY LIGHT AT THE JUNCTION OF THE RADIUS
 AA4639'OF THE TAXIWAY, 62.2 FT (19.0 M) SOUTHEAST OF AND ON LINE WITH A
 AA4639'DOUBLE SET OF TAXIWAY LIGHTS, 41.9 FT (12.8 M) SOUTH OF THE
 AA4639'SOUTHEASTERNMOST DISPLACED THRESHOLD LIGHTS AND 12.7 FT (3.9 M)
 AA4639'SOUTHWEST OF THE CENTER OF THE REIL ON THE SOUTHEAST SIDE OF THE
 AA4639'DISPLACED THRESHOLD. THE STATION IS A STANDARD NOS DISK SET IN A
 AA4639'CONCRETE MONUMENT FLUSH WITH THE GROUND. TO OBTAIN ACCESS TO THE
 AA4639'AIRPORT AND THE STATION CONTACT MR. BURTON WRIGHT, AIRPORT MANAGER,
 AA4639'CHIPPEWA VALLEY REGIONAL AIRPORT, EAU CLAIRE, WI 54703, PHONE (715)
 AA4639'839-4900. RECOVERED AND DESCRIBED BY RALPH A. HARRELL, CHIEF OF NOS
 AA4639'PARTY.
 AA4639
 AA4639                          STATION RECOVERY (1995)
 AA4639
 AA4639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995
 AA4639'THE STATION IS LOCATED AT THE EAU CLAIRE COUNTY AIRPORT NEAR THE
 AA4639'DISPLACED THRESHOLD AT RUNWAY END 4.  THE STATION IS LOCATED 62.2 FT
 AA4639'(19.0 M) SOUTHEAST OF AND ON LINE WITH TWO TAXIWAY LIGHTS, 41.9 FT
 AA4639'(12.8 M) SOUTH OF THE SOUTHEASTERLY DISPLACED THRESHOLD LIGHT, 94.5 FT
 AA4639'(28.8 M) NORTHEAST OF AND ON LINE WITH THE TAXIWAY LIGHT AT THE
 AA4639'JUNCTION OF THE RADIUS OF THE TAXIWAY, AND 12.7 FT (3.9 M) SOUTHWEST
 AA4639'OF THE CENTER OF THE REIL ON THE SOUTHEAST SIDE OF THE DISPLACED
 AA4639'THRESHOLD.  THE STATION IS A STANDARD NOS DISK STAMPED---EAU E
 AA4639'1982---, AND SET IN THE TOP OF A CONCRETE MONUMENT THAT IS SET FLUSH
 AA4639'WITH THE GROUND.
 AA4639
 AA4639                          STATION RECOVERY (2003)
 AA4639
 AA4639'RECOVERY NOTE BY US POWER SQUADRON 2003 (LEK)
 AA4639'THE CHIPPEWA VALLEY REGIONAL AIRPORT IS LOCATED WHOLLY WITHIN CHIPPEWA
 AA4639'COUNTY WIS, ADJACENT TO THE EAU CLAIRE NORTH COUNTY,CHIPPEWA SOUTH
 AA4639'COUNTY LINES.
 AA4639' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0871 ***********************************************************************
 OM0871  DESIGNATION -  EBENEZER
 OM0871  PID         -  OM0871
 OM0871  STATE/COUNTY-  WI/JEFFERSON
 OM0871  USGS QUAD   -  WATERTOWN (1971)
 OM0871
 OM0871                         *CURRENT SURVEY CONTROL
 OM0871  ___________________________________________________________________
 OM0871* NAD 83(1991)-  43 08 02.80260(N)    088 44 17.87816(W)     ADJUSTED  
 OM0871* NAVD 88     -       282.     (meters)     925.     (feet)  SCALED    
 OM0871  ___________________________________________________________________
 OM0871  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 OM0871  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 OM0871
 OM0871  HORZ ORDER  -  SECOND
 OM0871
 OM0871.The horizontal coordinates were established by classical geodetic methods
 OM0871.and adjusted by the National Geodetic Survey in November 1991..
 OM0871
 OM0871.The orthometric height was scaled from a topographic map.
 OM0871
 OM0871.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0871
 OM0871.The geoid height was determined by GEOID03.
 OM0871
 OM0871;                    North         East     Units Scale Factor Converg.
 OM0871;SPC WI S     -   126,765.364   702,646.513   MT  0.99994336   +0 52 00.9
 OM0871;SPC WI S     -   415,896.03  2,305,266.10   sFT  0.99994336   +0 52 00.9
 OM0871;UTM  16      - 4,777,174.411   358,621.166   MT  0.99984589   -1 11 19.3
 OM0871
 OM0871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0871!SPC WI S     -   0.99996120  x   0.99994336  =   0.99990456
 OM0871!UTM  16      -   0.99996120  x   0.99984589  =   0.99980710
 OM0871
 OM0871:                Primary Azimuth Mark                     Grid Az
 OM0871:SPC WI S     -  WATERTOWN MUNICIPAL TANK                 004 27 58.5
 OM0871:UTM  16      -  WATERTOWN MUNICIPAL TANK                 006 31 18.7
 OM0871
 OM0871|---------------------------------------------------------------------|
 OM0871| PID    Reference Object                     Distance      Geod. Az  |
 OM0871|                                                           dddmmss.s |
 OM0871| OM0879 WATERTOWN MUNICIPAL TANK            APPROX. 6.9 KM 0051959.4 |
 OM0871| OM0876 WATERTOWN ST BERNARDS CATH CH       APPROX. 6.8 KM 0063042.6 |
 OM0871| CI8576 EBENEZER RM 1                        21.476 METERS 03019     |
 OM0871| CI8577 EBENEZER RM 2                        18.904 METERS 15147     |
 OM0871| CI8575 EBENEZER AZ MK RESET                               1880432.9 |
 OM0871| CI8574 EBENEZER AZ MK                                     1880432.9 |
 OM0871| OM0891 JEFFERSON ST JOHNS CATH CHURCH      APPROX.15.1 KM 2002418.1 |
 OM0871| OM0887 JEFFERSON JCT LADISH MALT ELEV      APPROX.11.7 KM 2025803.8 |
 OM0871| CJ7904 CALEDONIA PP 1                       56.388 METERS 29507     |
 OM0871| CJ7905 CALEDONIA PP 2                       30.023 METERS 33141     |
 OM0871|---------------------------------------------------------------------|
 OM0871
 OM0871                          SUPERSEDED SURVEY CONTROL
 OM0871
 OM0871  NAD 83(1986)-  43 08 02.79543(N)    088 44 17.88459(W) AD(       ) 2
 OM0871  NAD 27      -  43 08 02.79640(N)    088 44 17.51400(W) AD(       ) 2
 OM0871
 OM0871.Superseded values are not recommended for survey control.
 OM0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0871.See file dsdata.txt to determine how the superseded data were derived.
 OM0871
 OM0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5862177174(NAD 83)
 OM0871_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0871_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0871+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2006
 OM0871
 OM0871  HISTORY     - Date     Condition        Report By
 OM0871  HISTORY     - 1957     MONUMENTED       CGS
 OM0871  HISTORY     - 1961     SEE DESCRIPTION  CGS
 OM0871  HISTORY     - 19950506 GOOD             USPSQD
 OM0871  HISTORY     - 20060916 GOOD             USPSQD
 OM0871
 OM0871                          STATION DESCRIPTION
 OM0871
 OM0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 OM0871'THE STATION IS 4.35 MILES NORTH OF THE VILLAGE OF JOHNSON
 OM0871'CREEK, ABOUT 3 MILES SOUTH OF WATERTOWN, ON THE WEST SIDE
 OM0871'OF STATE HIGHWAY 26, ON THE ROAD RIGHT-OF-WAY.  IT IS 59 FEET
 OM0871'WEST OF THE CENTERLINE OF THE HIGHWAY, 63 FEET NORTH OF THE
 OM0871'CENTERLINE OF A TRACK ROAD, 37 FEET WEST OF A TELEPHONE
 OM0871'POLE AND 16 FEET EAST OF A WHITE WITNESS POST.  THE MONUMENT
 OM0871'IS FLUSH AND THE DISK IS STAMPED EBENEZER 1957.
 OM0871'
 OM0871'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30
 OM0871'AND STATE HIGHWAY 26 ABOUT 1 MILE NORTH OF THE VILLAGE OF
 OM0871'JOHNSON CREEK, GO NORTH ON HIGHWAY 26 FOR 3.2 MILES TO THE
 OM0871'AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ON HIGHWAY 26 FOR
 OM0871'0.3 MILE TO THE HOME OF MR. S.L. WEBER ON THE RIGHT AND THE
 OM0871'STATION ON THE LEFT AS DESCRIBED.
 OM0871'
 OM0871'REFERENCE MARK 1 IS 49 FEET SOUTH OF A TELEPHONE POLE, 25
 OM0871'FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND 12 FEET
 OM0871'NORTH-NORTHWEST OF A GUY POLE BEARING THE NUMBER 44-2812.  THE
 OM0871'MONUMENT IS FLUSH AND THE DISK IS STAMPED EBENEZER NO 1 1957.
 OM0871'
 OM0871'REFERENCE MARK 2 IS 27 FEET WEST OF THE CENTERLINE OF THE
 OM0871'HIGHWAY, 12 FEET NORTH OF THE CENTERLINE OF THE TRACK ROAD
 OM0871'AND 39 FEET SOUTH OF A TELEPHONE POLE.  THE MONUMENT IS FLUSH
 OM0871'AND THE DISK IS STAMPED EBENEZER NO 2 1957.
 OM0871'
 OM0871'THE AZIMUTH MARK IS 1 FOOT NORTH OF A TELEPHONE POLE, 26 FEET
 OM0871'WEST OF THE CENTERLINE OF STATE HIGHWAY 26, 13 FEET SOUTH OF
 OM0871'A HUGE BOULDER AND 2 FEET NORTH OF A WHITE WITNESS POST.
 OM0871'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED EBENEZER 1957.
 OM0871'
 OM0871'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 OM0871
 OM0871                          STATION RECOVERY (1961)
 OM0871
 OM0871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (VRS)
 OM0871'RECOVERED ALL MARKS IN GOOD CONDITION AS ORIGINALLY DESCRIBED
 OM0871'EXCEPT AS HEREINAFTER CORRECTED OR AMENDED.  STATE HIGHWAY
 OM0871'NO. 26 HAS BEEN RELOCATED SO THAT IT IS NOW ABOUT 200 YARDS
 OM0871'E AND MUCH LOWER THAN THE STATION.  THE OLD HIGHWAY WILL
 OM0871'REMAIN IN USE AS A COUNTY ROAD WITH INTERACCESS BETWEEN
 OM0871'THE TWO ABOUT 0.2 MILE S OF THE STATION.  STATION WAS RECKONED
 OM0871'TO BE 4.5 MILES S OF WATERTOWN INSTEAD OF 3 MILES WITH THE
 OM0871'PRESENT RECKONING FROM THE CENTER OF THE TOWN.  THE 1957
 OM0871'AZIMUTH MARK WAS DESTROYED AFTER THE ESTABLISHMENT OF A NEW
 OM0871'ONE EXACTLY ON THE LINE PRODUCED FROM THE STATION THRU THE
 OM0871'OLD AZIMUTH MARK.  A STEEL WITNESS POST WAS SET ABOUT 2
 OM0871'FEET N OF R.M. NO. 2.
 OM0871'
 OM0871'AZIMUTH STAMPED EBENEZER RESET 1961, NOTE 16B, PROJECTS
 OM0871'0.1 FOOT, IS 0.35 MILE S IN EXACTLY THE SAME AZIMUTH AS THE
 OM0871'OLD MARK FROM THE STATION, ABOUT 110 FEET ESE OF CENTER LINE
 OM0871'OF NEW HIGHWAY, AN ESTIMATED 2 YARDS HIGHER THAN SAME, 107
 OM0871'FEET SSW OF CENTER OF NO. 222 CREOSOTED POWER POLE, 5 FEET
 OM0871'ESE OF THE LINE OF THE POLES, AND 2.2 FEET NE OF STEEL WITNESS
 OM0871'POST.
 OM0871
 OM0871                          STATION RECOVERY (1995)
 OM0871
 OM0871'RECOVERY NOTE BY US POWER SQUADRON 1995
 OM0871'RECOVERED IN GOOD CONDITION.
 OM0871
 OM0871                          STATION RECOVERY (2006)
 OM0871
 OM0871'RECOVERY NOTE BY US POWER SQUADRON 2006
 OM0871'RECOVERED IN GOOD CONDITION.  TO REACH THE STATION FROM THE JUNCTION
 OM0871'OF STATE HIGHWAY 26 WITH EBENEZER ROAD, GO WEST ON EBENEZER ROAD FOR
 OM0871'0.1 MILE TO HIGH ROAD, TURN LEFT AND GO SOUTH ON HIGH ROAD FOR 0.3
 OM0871'MILE TO THE STATION ON THE RIGHT.  ADD-- THE STATION IS 9.3 FEET SOUTH
 OM0871'OF THE CENTERLINE OF DRIVEWAY TO --N7979-- AND 8 INCHES EAST OF AN
 OM0871'ORANGE FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB8507 ***********************************************************************
 AB8507  DESIGNATION -  ECHO
 AB8507  PID         -  AB8507
 AB8507  STATE/COUNTY-  WI/BURNETT
 AB8507  USGS QUAD   -  WEBSTER (1982)
 AB8507
 AB8507                         *CURRENT SURVEY CONTROL
 AB8507  ___________________________________________________________________
 AB8507* NAD 83(1997)-  45 55 23.50665(N)    092 21 41.59458(W)     ADJUSTED  
 AB8507* NAVD 88     -       312.4    (meters)    1025.     (feet)  GPS OBS   
 AB8507  ___________________________________________________________________
 AB8507  X           -    -183,143.040 (meters)                     COMP
 AB8507  Y           -  -4,440,880.967 (meters)                     COMP
 AB8507  Z           -   4,559,518.619 (meters)                     COMP
 AB8507  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 AB8507  ELLIP HEIGHT-         285.82  (meters)          (01/30/03) GPS OBS
 AB8507  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AB8507
 AB8507  HORZ ORDER  -  FIRST
 AB8507  ELLP ORDER  -  FOURTH    CLASS I
 AB8507
 AB8507.The horizontal coordinates were established by GPS observations
 AB8507.and adjusted by the National Geodetic Survey in January 2003..
 AB8507
 AB8507.The orthometric height was determined by GPS observations and a
 AB8507.high-resolution geoid model.
 AB8507
 AB8507.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8507
 AB8507.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8507
 AB8507.The ellipsoidal height was determined by GPS observations
 AB8507.and is referenced to NAD 83.
 AB8507
 AB8507.The geoid height was determined by GEOID03.
 AB8507
 AB8507;                    North         East     Units Scale Factor Converg.
 AB8507;SPC WI N     -    86,806.468   416,848.629   MT  0.99995441   -1 42 12.8
 AB8507;SPC WI N     -   284,797.55  1,367,610.88   sFT  0.99995441   -1 42 12.8
 AB8507;UTM  15      - 5,085,712.283   549,504.671   MT  0.99963013   +0 27 31.2
 AB8507
 AB8507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8507!SPC WI N     -   0.99995519  x   0.99995441  =   0.99990961
 AB8507!UTM  15      -   0.99995519  x   0.99963013  =   0.99958534
 AB8507
 AB8507                          SUPERSEDED SURVEY CONTROL
 AB8507
 AB8507  NAD 83(1991)-  45 55 23.50632(N)    092 21 41.59299(W) AD(       ) 1
 AB8507  ELLIP H (12/09/96)  285.86   (m)                       GP(       ) 4 1
 AB8507
 AB8507.Superseded values are not recommended for survey control.
 AB8507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8507.See file dsdata.txt to determine how the superseded data were derived.
 AB8507
 AB8507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4950585712(NAD 83)
 AB8507_MARKER: DD = SURVEY DISK
 AB8507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8507_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8507+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB8507
 AB8507  HISTORY     - Date     Condition        Report By
 AB8507  HISTORY     - 1993     MONUMENTED       WI-013
 AB8507
 AB8507                          STATION DESCRIPTION
 AB8507
 AB8507'DESCRIBED BY BURNETT COUNTY WISCONSIN 1993
 AB8507'THE STATION IS LOCATED 9.3 KM (5.75 MI) SOUTH OF THE VILLAGE OF
 AB8507'DANBURY (WHERE STATE TRUNK HIGHWAY 77 AND STATE TRUNK HIGHWAY 35
 AB8507'INTERSECT) , 4.6 KM (2.85 MI) NORTH OF THE VILLAGE OF WEBSTER IN THE
 AB8507'SOUTHWEST QUARTER OF THE NORTHWEST QUARTER, SECTION 28, T40N, R16W,
 AB8507'TOWN OF OAKLAND.  TO REACH THE STATION FROM THE VILLAGE OF WEBSTER
 AB8507'(WHERE STATE TRUNK HIGHWAY 35 AND COUNTY ROAD FF MEET) GO NORTH ALONG
 AB8507'STATE HIGHWAY 35 4.6 KM (2.85 MI) TO COUNTY ROAD C, GO EAST ON COUNTY
 AB8507'ROAD C .286 KM (0.15 MI) TO STATION LOCATED 24 FEET (7.3 M) NORTH OF
 AB8507'ROAD.  STATION IS NORTH OF HOPKINS SAND AND GRAVEL PIT.  FIBERGLASS
 AB8507'WITNESS POST SET ALONG NORTH SIDE OF STATION.  THE STATION MARKER IS
 AB8507'SET IN A 30 CM ROUND CONCRETE MONUMENT 4 CM BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0026 ***********************************************************************
 PN0026  DESIGNATION -  ED
 PN0026  PID         -  PN0026
 PN0026  STATE/COUNTY-  WI/BROWN
 PN0026  USGS QUAD   -  ONEIDA NORTH (1992)
 PN0026
 PN0026                         *CURRENT SURVEY CONTROL
 PN0026  ___________________________________________________________________
 PN0026* NAD 83(1991)-  44 35 09.56969(N)    088 07 51.63822(W)     ADJUSTED  
 PN0026* NAVD 88     -       215.992  (meters)     708.63   (feet)  ADJUSTED  
 PN0026  ___________________________________________________________________
 PN0026  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 PN0026  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PN0026  DYNAMIC HT  -         215.967 (meters)     708.55  (feet)  COMP
 PN0026  MODELED GRAV-     980,494.4   (mgal)                       NAVD 88
 PN0026
 PN0026  HORZ ORDER  -  FIRST
 PN0026  VERT ORDER  -  FIRST     CLASS II
 PN0026
 PN0026.The horizontal coordinates were established by classical geodetic methods
 PN0026.and adjusted by the National Geodetic Survey in November 1991..
 PN0026
 PN0026.The orthometric height was determined by differential leveling
 PN0026.and adjusted by the National Geodetic Survey in June 1991..
 PN0026
 PN0026.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0026
 PN0026.The geoid height was determined by GEOID03.
 PN0026
 PN0026.The dynamic height is computed by dividing the NAVD 88
 PN0026.geopotential number by the normal gravity value computed on the
 PN0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0026.degrees latitude (g = 980.6199 gals.).
 PN0026
 PN0026.The modeled gravity was interpolated from observed gravity values.
 PN0026
 PN0026;                    North         East     Units Scale Factor Converg.
 PN0026;SPC WI C     -    85,341.749   748,401.253   MT  0.99995346   +1 19 07.4
 PN0026;SPC WI C     -   279,992.05  2,455,379.78   sFT  0.99995346   +1 19 07.4
 PN0026;UTM  16      - 4,937,583.071   410,219.365   MT  0.99969912   -0 47 38.4
 PN0026
 PN0026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0026!SPC WI C     -   0.99997181  x   0.99995346  =   0.99992527
 PN0026!UTM  16      -   0.99997181  x   0.99969912  =   0.99967094
 PN0026
 PN0026|---------------------------------------------------------------------|
 PN0026| PID    Reference Object                     Distance      Geod. Az  |
 PN0026|                                                           dddmmss.s |
 PN0026| CJ4891 ED RM                                20.370 METERS 02932     |
 PN0026| PN0027 BANK                                466.109 METERS 1413312.1 |
 PN0026|---------------------------------------------------------------------|
 PN0026
 PN0026                          SUPERSEDED SURVEY CONTROL
 PN0026
 PN0026  NAD 83(1986)-  44 35 09.57213(N)    088 07 51.62167(W) AD(       ) 1
 PN0026  NAD 27      -  44 35 09.60100(N)    088 07 51.22000(W) AD(       ) 1
 PN0026  NGVD 29 (??/??/92)  216.025  (m)          708.74   (f) ADJ UNCH    1 2
 PN0026
 PN0026.Superseded values are not recommended for survey control.
 PN0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0026.See file dsdata.txt to determine how the superseded data were derived.
 PN0026
 PN0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1021937583(NAD 83)
 PN0026_MARKER: DS = TRIANGULATION STATION DISK
 PN0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0026_STAMPING: ED 1921
 PN0026_MARK LOGO: CGS   
 PN0026_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0026+STABILITY: SURFACE MOTION
 PN0026_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0026+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2005
 PN0026
 PN0026  HISTORY     - Date     Condition        Report By
 PN0026  HISTORY     - 1921     MONUMENTED       CGS
 PN0026  HISTORY     - 1921     GOOD             CGS
 PN0026  HISTORY     - 1931     SEE DESCRIPTION  CNWRR
 PN0026  HISTORY     - 1934     GOOD             NGS
 PN0026  HISTORY     - 1973     SEE DESCRIPTION  USGS
 PN0026  HISTORY     - 1974     MARK NOT FOUND   USGS
 PN0026  HISTORY     - 1976     GOOD             ALSTER
 PN0026  HISTORY     - 1976     GOOD             ALSTER
 PN0026  HISTORY     - 1985     MARK NOT FOUND   NGS
 PN0026  HISTORY     - 19940523 GOOD             WI-009
 PN0026  HISTORY     - 20040330 MARK NOT FOUND   USPSQD
 PN0026  HISTORY     - 20050815 GOOD             WIDT
 PN0026
 PN0026                          STATION DESCRIPTION
 PN0026
 PN0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 PN0026'STATION IS ABOUT 8-1/8 MILES NW OF GREEN BAY ON THE W SIDE OF
 PN0026'THE CHICAGO AND NORTHWESTERN RAILWAY ON EXTENSION OF THE E RAIL
 PN0026'N OF THE STATION, 150 METERS N OF MILEPOST G.B.8, ABOUT 50 METERS
 PN0026'N OF THE HOUSE OF LOUIS LUDKE, 1.45 METERS FROM NEAR RAIL (4.76
 PN0026'FEET).
 PN0026'
 PN0026'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 PN0026'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 PN0026
 PN0026                          STATION RECOVERY (1921)
 PN0026
 PN0026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921
 PN0026'3 MI SE FROM ANSTON.
 PN0026'3.0 MILES SOUTHEAST ALONG THE CHICAGO AND NOTH WESTERN RAILWAY
 PN0026'FROM ANSTON, BROWN COUNTY, 400 FEET NORTH OF MILEPOST GB 8,
 PN0026'350 FEET NORTH OF THE LOUIS LUDKE RESIDENCE, AT A CURVE, IN LINE
 PN0026'WITH THE EAST RAIL OF THE NORTH TANGENT, AND 4.8 FEET WEST OF
 PN0026'THE WEST RAIL.  A STANDARD TRIANGULATION-STATION DISK, STAMPED
 PN0026'ED 1921 AND SET IN THE TOP OF A CONCRETE POST.
 PN0026
 PN0026                          STATION RECOVERY (1931)
 PN0026
 PN0026'RECOVERY NOTE BY CHICAGO AND NORTH WESTERN RAILROAD 1931
 PN0026'REPORTED IN GOOD CONDITION.  STATION STAMPED ED 1921.
 PN0026
 PN0026                          STATION RECOVERY (1934)
 PN0026
 PN0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PN0026'RECOVERED IN GOOD CONDITION.
 PN0026
 PN0026                          STATION RECOVERY (1973)
 PN0026
 PN0026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PN0026'STATION FOUND AS DESCRIBED AND IN GOOD CONDITION.  DISTANCES
 PN0026'MEASURED AND FOUND OK.  ORIGINAL DESCRIPTION IS ADEQUATE.
 PN0026'
 PN0026'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--LOCATED 8-1/8
 PN0026'MI NW OF GREEN BAY NEAR CHICAGO AND NW R.R.
 PN0026
 PN0026                          STATION RECOVERY (1974)
 PN0026
 PN0026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 PN0026'MARK NOT FOUND.
 PN0026
 PN0026                          STATION RECOVERY (1976)
 PN0026
 PN0026'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1976 (JM)
 PN0026'ED FOUND GOOD.
 PN0026'
 PN0026'DISTANCE AND DIRECTION FROM NEAREST TOWN--8-1/8 MILES N.W. OF
 PN0026'GREEN BAY.
 PN0026
 PN0026                          STATION RECOVERY (1976)
 PN0026
 PN0026'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1976 (KAK)
 PN0026'ED 1921 RECOVERED GOOD.
 PN0026'
 PN0026'DISTANCE AND DIRECTION FROM NEAREST TOWN--3.0 SE OF ANSTON.
 PN0026
 PN0026                          STATION RECOVERY (1985)
 PN0026
 PN0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0026'MARK NOT FOUND.
 PN0026
 PN0026                          STATION RECOVERY (1994)
 PN0026
 PN0026'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0026'ADDITIONS TO DESCRIPTION.  THE RAILROAD TRACKS HAVE BEEN REMOVED, IT
 PN0026'IS NOW THE MOUNTAIN BAY RECREATION TRAIL.  THE MARK IS APPROXIMEATLY
 PN0026'500 FEET (152.4 M) NORTH OF THE INTERSECTION OF SPRING GREEN RD AND
 PN0026'THE TRAIL.
 PN0026
 PN0026                          STATION RECOVERY (2004)
 PN0026
 PN0026'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0026'MARK NOT FOUND.
 PN0026
 PN0026                          STATION RECOVERY (2005)
 PN0026
 PN0026'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0026'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0681 ***********************************************************************
 OM0681  DESIGNATION -  EDEN
 OM0681  PID         -  OM0681
 OM0681  STATE/COUNTY-  WI/FOND DU LAC
 OM0681  USGS QUAD   -  EDEN (1974)
 OM0681
 OM0681                         *CURRENT SURVEY CONTROL
 OM0681  ___________________________________________________________________
 OM0681* NAD 83(1991)-  43 43 03.27305(N)    088 19 49.83612(W)     ADJUSTED  
 OM0681* NAVD 88     -       384.     (meters)    1260.     (feet)  SCALED    
 OM0681  ___________________________________________________________________
 OM0681  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 OM0681  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 OM0681
 OM0681  HORZ ORDER  -  SECOND
 OM0681
 OM0681.The horizontal coordinates were established by classical geodetic methods
 OM0681.and adjusted by the National Geodetic Survey in November 1991..
 OM0681
 OM0681.The orthometric height was scaled from a topographic map.
 OM0681
 OM0681.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0681
 OM0681.The geoid height was determined by GEOID03.
 OM0681
 OM0681;                    North         East     Units Scale Factor Converg.
 OM0681;SPC WI S     -   192,154.827   734,520.959   MT  0.99994776   +1 08 49.6
 OM0681;SPC WI S     -   630,427.96  2,409,840.85   sFT  0.99994776   +1 08 49.6
 OM0681;UTM  16      - 4,841,365.499   392,822.392   MT  0.99974129   -0 55 10.6
 OM0681
 OM0681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0681!SPC WI S     -   0.99994535  x   0.99994776  =   0.99989312
 OM0681!UTM  16      -   0.99994535  x   0.99974129  =   0.99968666
 OM0681
 OM0681|---------------------------------------------------------------------|
 OM0681| PID    Reference Object                     Distance      Geod. Az  |
 OM0681|                                                           dddmmss.s |
 OM0681| CI8579 EDEN RM 1                            47.982 METERS 04113     |
 OM0681| CI8578 EDEN AZ MK                                         1262208.3 |
 OM0681| OM0682 MICH WISC PLINE CO KSA 275 MST      APPROX. 1.9 KM 2490057.7 |
 OM0681| CI8580 EDEN RM 2                            47.677 METERS 31956     |
 OM0681|---------------------------------------------------------------------|
 OM0681
 OM0681                          SUPERSEDED SURVEY CONTROL
 OM0681
 OM0681  NAD 83(1986)-  43 43 03.26407(N)    088 19 49.83924(W) AD(       ) 2
 OM0681  NAD 27      -  43 43 03.29300(N)    088 19 49.47100(W) AD(       ) 2
 OM0681
 OM0681.Superseded values are not recommended for survey control.
 OM0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0681.See file dsdata.txt to determine how the superseded data were derived.
 OM0681
 OM0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9282241365(NAD 83)
 OM0681_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0681_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 OM0681
 OM0681  HISTORY     - Date     Condition        Report By
 OM0681  HISTORY     - 1953     MONUMENTED       CGS
 OM0681
 OM0681                          STATION DESCRIPTION
 OM0681
 OM0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0681'THE STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF FOND DU
 OM0681'LAC, 1.5 MILES NORTHEAST OF EDEN AND ON A PROMINENT HILL THAT
 OM0681'IS CULTIVATED AND NOW IN MEADOW.  IT IS ON THE NORTHWEST EDGE
 OM0681'OF THIS PROMINENT HILL AND 124 FEET SOUTH OF A FENCE LINE.  THE
 OM0681'MARK IS SUB-SURFACE 14 INCHES AND THE DISK IS STAMPED EDEN 1953.
 OM0681'
 OM0681'REFERENCE MARK NO. 1 IS 7 FEET SOUTH OF A FENCE LINE AND 2 FEET
 OM0681'SOUTH OF A ROCK PILE.  THE MARK PROJECTS ABOUT 4 INCHES AND
 OM0681'THE DISK IS STAMPED EDEN NO 1 1953.
 OM0681'
 OM0681'REFERENCE MARK NO. 2 IS 21 FEET SOUTHWEST OF A FENCE CORNER
 OM0681'AND 4 FEET SOUTH OF A FENCE LINE.  THE MARK PROJECTS ABOUT
 OM0681'4 INCHES AND THE DISK IS STAMPED EDEN NO 2 1953.
 OM0681'
 OM0681'AZIMUTH MARK IS 46 FEET EAST OF THE CENTER OF A GRAVEL ROAD,
 OM0681'14 FEET NORTH OF THE CENTER OF A GRAVEL ENTRANCE DRIVE AND 7
 OM0681'FEET EAST OF A 24 INCH ASH TREE.  THE MARK IS FLUSH AND THE
 OM0681'DISK IS STAMPED EDEN 1953.
 OM0681'
 OM0681'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45,
 OM0681'STATE HIGHWAY 55 AND COUNTY HIGHWAY B IN EDEN, GO NORTH ON
 OM0681'HIGHWAY 45 AND 55 FOR 0.75 MILE TO COUNTY HIGHWAY UU, TURN RIGHT
 OM0681'ON HIGHWAY UU AND EAST FOR 0.3 MILE TO A FORK IN THE ROAD,
 OM0681'CONTINUE AHEAD, EAST, FOR 0.3 MILE TO A GRAVEL T ROAD LEFT, TURN
 OM0681'LEFT AND GO 0.8 MILE TO A T ROAD RIGHT(*), CONTINUE AHEAD FOR 0.05
 OM0681'MILE TO A WIRE GATE ON THE LEFT AT THE FOOT OF THE PROMINENT HILL,
 OM0681'GO THROUGH THE GATE AND UP THE HILL 0.2 MILE TO THE STATION
 OM0681'AS DESCRIBED.
 OM0681'
 OM0681'(*) TO REACH THE AZIMUTH MARK FROM THIS POINT TURN RIGHT AND
 OM0681'GO EAST FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 OM0681'DESCRIBED.
 OM0681'
 OM0681'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI5981 ***********************************************************************
 AI5981  HT_MOD      -  This is a Height Modernization Survey Station.
 AI5981  DESIGNATION -  EDEN C GPS AZ MK
 AI5981  PID         -  AI5981
 AI5981  STATE/COUNTY-  WI/FOND DU LAC
 AI5981  USGS QUAD   -  EDEN (1974)
 AI5981
 AI5981                         *CURRENT SURVEY CONTROL
 AI5981  ___________________________________________________________________
 AI5981* NAD 83(1997)-  43 40 21.38900(N)    088 21 02.00879(W)     ADJUSTED  
 AI5981* NAVD 88     -       324.62   (meters)    1065.0    (feet)  GPS OBS   
 AI5981  ___________________________________________________________________
 AI5981  X           -     133,008.406 (meters)                     COMP
 AI5981  Y           -  -4,618,965.034 (meters)                     COMP
 AI5981  Z           -   4,382,052.439 (meters)                     COMP
 AI5981  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 AI5981  ELLIP HEIGHT-         289.24  (meters)          (11/17/00) GPS OBS
 AI5981  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 AI5981
 AI5981  HORZ ORDER  -  FIRST
 AI5981  ELLP ORDER  -  THIRD     CLASS II
 AI5981
 AI5981.The horizontal coordinates were established by GPS observations
 AI5981.and adjusted by the National Geodetic Survey in July 2000..
 AI5981
 AI5981.The orthometric height was determined by GPS observations and a
 AI5981.high-resolution geoid model using precise GPS observation and
 AI5981.processing techniques.
 AI5981
 AI5981.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5981
 AI5981.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5981
 AI5981.The ellipsoidal height was determined by GPS observations
 AI5981.and is referenced to NAD 83.
 AI5981
 AI5981.The geoid height was determined by GEOID03.
 AI5981
 AI5981;                    North         East     Units Scale Factor Converg.
 AI5981;SPC WI S     -   187,127.724   733,004.600   MT  0.99994374   +1 08 00.0
 AI5981;SPC WI S     -   613,934.87  2,404,865.93   sFT  0.99994374   +1 08 00.0
 AI5981;UTM  16      - 4,836,397.345   391,126.098   MT  0.99974580   -0 55 57.7
 AI5981
 AI5981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5981!SPC WI S     -   0.99995465  x   0.99994374  =   0.99989839
 AI5981!UTM  16      -   0.99995465  x   0.99974580  =   0.99970046
 AI5981
 AI5981                          SUPERSEDED SURVEY CONTROL
 AI5981
 AI5981  ELLIP H (07/06/00)  289.24   (m)                       GP(       ) 2 1
 AI5981
 AI5981.Superseded values are not recommended for survey control.
 AI5981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5981.See file dsdata.txt to determine how the superseded data were derived.
 AI5981
 AI5981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9112636397(NAD 83)
 AI5981_MARKER: DZ = AZIMUTH MARK DISK
 AI5981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5981_STAMPING: EDEN C GPS AZ MK 1993
 AI5981_MARK LOGO: WI-039
 AI5981_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI5981_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5981+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2006
 AI5981
 AI5981  HISTORY     - Date     Condition        Report By
 AI5981  HISTORY     - 1993     MONUMENTED       WI-039
 AI5981  HISTORY     - 19990914 GOOD             WIDT
 AI5981  HISTORY     - 20030709 GOOD             USPSQD
 AI5981  HISTORY     - 20050428 GOOD             WIDT
 AI5981  HISTORY     - 20060923 GOOD             USPSQD
 AI5981
 AI5981                          STATION DESCRIPTION
 AI5981
 AI5981'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI5981'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) SOUTHEAST OF FOND DU
 AI5981'LAC, AND 3.2 KM (2.00 MI) SOUTHEAST OF EDEN.  OWNERSHIP--TOWN OF EDEN.
 AI5981'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 45 WITH STATE
 AI5981'HIGHWAY 67 ABOUT 4.8 KM (3.00 MI) NORTHEAST OF THE VILLAGE OF
 AI5981'CAMPBELLSPORT, GO NORTH ON US HIGHWAY 45 FOR 4.3 KM (2.65 MI) TO
 AI5981'COUNTY HIGHWAY F WEST, TURN LEFT AND GO WEST ON COUNTY HIGHWAY F FOR
 AI5981'6.3 KM (3.90 MI) TO COUNTY HIGHWAY V, CONTINUE WEST ON COUNTY HIGHWAY
 AI5981'F FOR 1.1 KM (0.70 MI) TO GREENWAY ROAD ON THE RIGHT, TURN RIGHT AND
 AI5981'GO NORTH ON GREENWAY ROAD FOR 1.37 KM (0.85 MI) TO THE STATION ON THE
 AI5981'LEFT.  OR FROM THE JUNCTION OF US HIGHWAY 45 WITH COUNTY HIGHWAY B IN
 AI5981'THE VILLAGE OF EDEN, GO WEST ON COUNTY HIGHWAY B FOR 0.5 KM (0.30 MI)
 AI5981'TO COUNTY HIGHWAY V, TURN LEFT AND GO SOUTHEAST ON COUNTY HIGHWAY V
 AI5981'FOR 2.4 KM (1.50 MI) TO GREENWAY ROAD ON THE RIGHT, TURN RIGHT AND GO
 AI5981'SOUTH ON GREENWAY ROAD FOR 0.24 KM (0.15 MI) TO THE STATION ON THE
 AI5981'RIGHT.  THE STATION IS A BRONZE FOND DU LAC COUNTY GEODETIC CONTROL
 AI5981'STATION DISK STAMPED --EDEN C GPS AZ MK 1993-- AND SET IN THE TOP A 45
 AI5981'CM (18-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT
 AI5981'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 5.2 M (17.1 FT) WEST OF
 AI5981'THE CENTERLINE OF GREENWAY ROAD, 56.4 M (185.0 FT) SOUTH-SOUTHWEST OF
 AI5981'POWER POLE --E56-14582--, 17.7 M (58.1 FT) NORTHWEST OF POWER POLE
 AI5981'--E56-14583--, 0.6 M (2.0 FT) WEST OF A WHITE PLASTIC WITNESS POST,
 AI5981'AND 0.5 M (1.6 FT) EAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---
 AI5981'THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15
 AI5981'DEGREES ABOVE THE HORIZON.
 AI5981
 AI5981                          STATION RECOVERY (2003)
 AI5981
 AI5981'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI5981'RECOVERED IN GOOD CONDITION.
 AI5981
 AI5981                          STATION RECOVERY (2005)
 AI5981
 AI5981'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI5981'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 16.2 M NORTHWEST OF
 AI5981'A --STOP AHEAD-- SIGN POST, 0.6 M EAST OF A CULTIVATED FIELD, ABOUT
 AI5981'0.5 M BELOW ROAD LEVEL, AND 0.5 M EAST, 1 M NORTH, AND 1 M SOUTH OF
 AI5981'THREE WHITE PLASTIC WITNESS POSTS.
 AI5981
 AI5981                          STATION RECOVERY (2006)
 AI5981
 AI5981'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI5981'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI5982 ***********************************************************************
 AI5982  DESIGNATION -  EDEN E GPS
 AI5982  PID         -  AI5982
 AI5982  STATE/COUNTY-  WI/FOND DU LAC
 AI5982  USGS QUAD   -  EDEN (1974)
 AI5982
 AI5982                         *CURRENT SURVEY CONTROL
 AI5982  ___________________________________________________________________
 AI5982* NAD 83(1997)-  43 41 34.62392(N)    088 17 38.09391(W)     ADJUSTED  
 AI5982* NAVD 88     -       322.778  (meters)    1058.98   (feet)  ADJUSTED  
 AI5982  ___________________________________________________________________
 AI5982  X           -     137,528.164 (meters)                     COMP
 AI5982  Y           -  -4,617,269.496 (meters)                     COMP
 AI5982  Z           -   4,383,685.772 (meters)                     COMP
 AI5982  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 AI5982  ELLIP HEIGHT-         287.38  (meters)          (11/17/00) GPS OBS
 AI5982  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 AI5982  DYNAMIC HT  -         322.708 (meters)    1058.75  (feet)  COMP
 AI5982  MODELED GRAV-     980,393.4   (mgal)                       NAVD 88
 AI5982
 AI5982  HORZ ORDER  -  FIRST
 AI5982  VERT ORDER  -  SECOND    CLASS I
 AI5982  ELLP ORDER  -  THIRD     CLASS II
 AI5982
 AI5982.The horizontal coordinates were established by GPS observations
 AI5982.and adjusted by the National Geodetic Survey in July 2000..
 AI5982
 AI5982.The orthometric height was determined by differential leveling
 AI5982.and adjusted by the National Geodetic Survey in October 2000..
 AI5982
 AI5982.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5982
 AI5982.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5982
 AI5982.The ellipsoidal height was determined by GPS observations
 AI5982.and is referenced to NAD 83.
 AI5982
 AI5982.The geoid height was determined by GEOID03.
 AI5982
 AI5982.The dynamic height is computed by dividing the NAVD 88
 AI5982.geopotential number by the normal gravity value computed on the
 AI5982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5982.degrees latitude (g = 980.6199 gals.).
 AI5982
 AI5982.The modeled gravity was interpolated from observed gravity values.
 AI5982
 AI5982;                    North         East     Units Scale Factor Converg.
 AI5982;SPC WI S     -   189,479.258   737,525.209   MT  0.99994548   +1 10 20.1
 AI5982;SPC WI S     -   621,649.87  2,419,697.29   sFT  0.99994548   +1 10 20.1
 AI5982;UTM  16      - 4,838,583.923   395,727.604   MT  0.99973373   -0 53 38.1
 AI5982
 AI5982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5982!SPC WI S     -   0.99995494  x   0.99994548  =   0.99990042
 AI5982!UTM  16      -   0.99995494  x   0.99973373  =   0.99968868
 AI5982
 AI5982                          SUPERSEDED SURVEY CONTROL
 AI5982
 AI5982  ELLIP H (07/06/00)  287.38   (m)                       GP(       ) 2 1
 AI5982  NAVD 88 (07/06/00)  322.78   (m)         1059.0    (f) LEVELING    3  
 AI5982
 AI5982.Superseded values are not recommended for survey control.
 AI5982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5982.See file dsdata.txt to determine how the superseded data were derived.
 AI5982
 AI5982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9572838584(NAD 83)
 AI5982_MARKER: DD = SURVEY DISK
 AI5982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5982_STAMPING: EDEN E GPS 1993
 AI5982_MARK LOGO: WI-039
 AI5982_PROJECTION: FLUSH
 AI5982_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI5982_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5982+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2006
 AI5982
 AI5982  HISTORY     - Date     Condition        Report By
 AI5982  HISTORY     - 1993     MONUMENTED       WI-039
 AI5982  HISTORY     - 19990803 GOOD             WIDT
 AI5982  HISTORY     - 2002     GOOD             WIDT
 AI5982  HISTORY     - 20030709 GOOD             USPSQD
 AI5982  HISTORY     - 20050427 GOOD             WIDT
 AI5982  HISTORY     - 20060923 GOOD             USPSQD
 AI5982
 AI5982                          STATION DESCRIPTION
 AI5982
 AI5982'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI5982'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) SOUTHEAST OF FOND DU
 AI5982'LAC AND 8.9 KM (5.55 MI) NORTH OF CAMPBELLSPORT. OWNERSHIP--WISCONSIN
 AI5982'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI5982'OF US HIGHWAY 45 WITH STATE HIGHWAY 67, ABOUT 4.0 KM (2.50 MI)
 AI5982'NORTHEAST OF THE VILLAGE OF CAMPBELLSPORT, GO NORTH ON US HIGHWAY 45
 AI5982'FOR 9.8 KM (6.10 MI) TO COUNTY HIGHWAY B ON THE RIGHT, TURN RIGHT AND
 AI5982'GO EAST ON COUNTY HIGHWAY B FOR 0.8 KM (0.50 MI) TO THE STATION ON THE
 AI5982'RIGHT.  THE STATION IS A BRONZE FOND DU LAC COUNTY GEODETIC CONTROL
 AI5982'MARKER DISK STAMPED --EDEN E GPS 1993-- AND SET IN THE TOP OF A 45 CM
 AI5982'(18-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL
 AI5982'WITH THE HIGHWAY PAVEMENT.  THE STATION IS 13.0 M (42.7 FT) SOUTH OF
 AI5982'THE CENTERLINE OF COUNTY HIGHWAY B, 68 M (223.1 FT) EAST OF THE SOUTH
 AI5982'END OF A 1.7 M (5.6 FT) DIAMETER CORRUGATED METAL CULVERT PIPE, 30.3 M
 AI5982'(99.4 FT) SOUTHEAST OF POWER POLE --61 14741 30/7--, 17.9 M (58.7 FT)
 AI5982'NORTHEAST OF METAL POST FOR --CAUTION UNDERGROUND TELEPHONE CABLE--,
 AI5982'4.0 M (13.1 FT) WEST OF CENTERLINE OF FIELD ENTRANCE, AND 0.5 M (1.6
 AI5982'FT) NORTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE--- THIS STATION
 AI5982'HAS NO VISIBLE OBSTRUCTIONS EXTENDING TO MORE THAN 15 DEGREES ABOVE
 AI5982'THE HORIZON.
 AI5982
 AI5982                          STATION RECOVERY (2002)
 AI5982
 AI5982'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (DJH)
 AI5982'RECOVERED AS DESCRIBED.  ---NOTE---THE STATION IS NOW 1.0 M NORTHEAST,
 AI5982'1.0 M SOUTHWEST, AND 1.0 M NORTHWEST OF THREE 4X4 ORANGE PLASTIC
 AI5982'WITNESS POSTS.
 AI5982
 AI5982                          STATION RECOVERY (2003)
 AI5982
 AI5982'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI5982'RECOVERED IN GOOD CONDITION.
 AI5982
 AI5982                          STATION RECOVERY (2005)
 AI5982
 AI5982'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI5982'RECOVERED IN GOOD CONDITION.  NOTE-- THERE IS NO WHITE PLASTIC WITNESS
 AI5982'POST PRESENT.
 AI5982
 AI5982                          STATION RECOVERY (2006)
 AI5982
 AI5982'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI5982'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI5983 ***********************************************************************
 AI5983  DESIGNATION -  EDEN E GPS AZ MK
 AI5983  PID         -  AI5983
 AI5983  STATE/COUNTY-  WI/FOND DU LAC
 AI5983  USGS QUAD   -  EDEN (1974)
 AI5983
 AI5983                         *CURRENT SURVEY CONTROL
 AI5983  ___________________________________________________________________
 AI5983* NAD 83(1986)-  43 41 17.     (N)    088 17 42.     (W)     SCALED    
 AI5983* NAVD 88     -       326.085  (meters)    1069.83   (feet)  ADJUSTED  
 AI5983  ___________________________________________________________________
 AI5983  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 AI5983  DYNAMIC HT  -         326.014 (meters)    1069.60  (feet)  COMP
 AI5983  MODELED GRAV-     980,393.1   (mgal)                       NAVD 88
 AI5983
 AI5983  VERT ORDER  -  SECOND    CLASS I
 AI5983
 AI5983.The horizontal coordinates were scaled from a topographic map and have
 AI5983.an estimated accuracy of +/- 6 seconds.
 AI5983
 AI5983.The orthometric height was determined by differential leveling
 AI5983.and adjusted by the National Geodetic Survey in October 2000..
 AI5983
 AI5983.The geoid height was determined by GEOID03.
 AI5983
 AI5983.The dynamic height is computed by dividing the NAVD 88
 AI5983.geopotential number by the normal gravity value computed on the
 AI5983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5983.degrees latitude (g = 980.6199 gals.).
 AI5983
 AI5983.The modeled gravity was interpolated from observed gravity values.
 AI5983
 AI5983;                    North         East    Units  Estimated Accuracy
 AI5983;SPC WI S     -   188,930.      737,450.      MT  (+/- 180 meters Scaled)
 AI5983
 AI5983                          SUPERSEDED SURVEY CONTROL
 AI5983
 AI5983.No superseded survey control is available for this station.
 AI5983
 AI5983_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP956380(NAD 83)
 AI5983_MARKER: DZ = AZIMUTH MARK DISK
 AI5983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5983_STAMPING: EDEN E GPS AZ MK 1993
 AI5983_MARK LOGO: WI-039
 AI5983_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI5983_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5983+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2006
 AI5983
 AI5983  HISTORY     - Date     Condition        Report By
 AI5983  HISTORY     - 1993     MONUMENTED       WI-039
 AI5983  HISTORY     - 19990803 GOOD             WIDT
 AI5983  HISTORY     - 20030709 GOOD             USPSQD
 AI5983  HISTORY     - 20050427 GOOD             WIDT
 AI5983  HISTORY     - 20060923 GOOD             USPSQD
 AI5983
 AI5983                          STATION DESCRIPTION
 AI5983
 AI5983'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI5983'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) SOUTHEAST OF FOND DU
 AI5983'LAC AND 8.0 KM (4.95 MI) NORTH OF CAMPBELLSPORT. OWNERSHIP--WISCONSIN
 AI5983'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI5983'OF US HIGHWAY 45 WITH STATE HIGHWAY 67, ABOUT 4.0 KM (2.50 MI)
 AI5983'NORTHEAST OF THE VILLAGE OF CAMPBELLSPORT, GO NORTH ON US HIGHWAY 45
 AI5983'FOR 8.4 KM (5.20 MI) TO HICKORY HEIGHTS ROAD ON THE RIGHT, CONTINUE
 AI5983'NORTH ON US HIGHWAY 45 FOR 0.8 KM (0.50 MI) TO THE STATION ON THE
 AI5983'RIGHT.  THE STATION IS A BRONZE FOND DU LAC COUNTY GEODETIC CONTROL
 AI5983'AZIMUTH MARK DISK STAMPED --EDEN E GPS AZIMUTH MARK 1993-- AND SET IN
 AI5983'THE TOP OF A 45 CM (18-INCH) DIAMETER CONCRETE POST FLUSH WITH THE
 AI5983'GROUND AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 10.4
 AI5983'M (34.1 FT) NORTHEAST OF THE CENTERLINE OF US HIGHWAY 45, 5.0 M (16.4
 AI5983'FT) SOUTHWEST OF CULTIVATED FIELD, 73 M (239.5 FT) EAST OF CENTERLINE
 AI5983'OF PRIVATE ENTRANCE --W2825--, AND 1.0 M (3.3 FT) SOUTHWEST OF A WHITE
 AI5983'PLASTIC WITNESS POST.  ---NOTE--- THIS STATION HAS NO VISIBLE
 AI5983'OBSTRUCTIONS EXTENDING TO MORE THAN 15 DEGREES ABOVE THE HORIZON.
 AI5983
 AI5983                          STATION RECOVERY (2003)
 AI5983
 AI5983'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI5983'RECOVERED IN GOOD CONDITION.
 AI5983
 AI5983                          STATION RECOVERY (2005)
 AI5983
 AI5983'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI5983'RECOVERED IN GOOD CONDITION.  NOTE-- THE DRIVEWAY DESCRIBED IN THE
 AI5983'1999 DESCRIPTION IS TO GAS PIPELINE STATION NUMBER --16-- ENCLOSED IN
 AI5983'A CYCLONE FENCE.  ADD-- THE STATION IS 0.7 M SOUTH, 1 M EAST, AND 1 M
 AI5983'WEST OF THREE WHITE PLASTIC WITNESS POSTS.
 AI5983
 AI5983                          STATION RECOVERY (2006)
 AI5983
 AI5983'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI5983'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5019 ***********************************************************************
 DH5019  DESIGNATION -  EDEN W GPS
 DH5019  PID         -  DH5019
 DH5019  STATE/COUNTY-  WI/IOWA
 DH5019  USGS QUAD   -  MONTFORT (1978)
 DH5019
 DH5019                         *CURRENT SURVEY CONTROL
 DH5019  ___________________________________________________________________
 DH5019* NAD 83(1997)-  42 57 58.80481(N)    090 23 48.05804(W)     ADJUSTED  
 DH5019* NAVD 88     -                                                        
 DH5019  ___________________________________________________________________
 DH5019  X           -     -32,364.975 (meters)                     COMP
 DH5019  Y           -  -4,674,633.919 (meters)                     COMP
 DH5019  Z           -   4,324,991.926 (meters)                     COMP
 DH5019  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 DH5019  ELLIP HEIGHT-         331.81  (meters)          (08/01/05) GPS OBS
 DH5019  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 DH5019
 DH5019  HORZ ORDER  -  FIRST
 DH5019  ELLP ORDER  -  SECOND    CLASS I
 DH5019
 DH5019.The horizontal coordinates were established by GPS observations
 DH5019.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5019
 DH5019
 DH5019.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5019
 DH5019.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5019
 DH5019.The ellipsoidal height was determined by GPS observations
 DH5019.and is referenced to NAD 83.
 DH5019
 DH5019.The geoid height was determined by GEOID03.
 DH5019
 DH5019;                    North         East     Units Scale Factor Converg.
 DH5019;SPC WI S     -   107,427.688   567,637.826   MT  0.99996118   -0 16 21.2
 DH5019;SPC WI S     -   352,452.34  1,862,325.10   sFT  0.99996118   -0 16 21.2
 DH5019;UTM  15      - 4,760,364.973   712,313.204   MT  1.00015457   +1 46 30.0
 DH5019
 DH5019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5019!SPC WI S     -   0.99994797  x   0.99996118  =   0.99990915
 DH5019!UTM  15      -   0.99994797  x   1.00015457  =   1.00010253
 DH5019
 DH5019                          SUPERSEDED SURVEY CONTROL
 DH5019
 DH5019.No superseded survey control is available for this station.
 DH5019
 DH5019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1231360365(NAD 83)
 DH5019_MARKER: DD = SURVEY DISK
 DH5019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5019_STAMPING: EDEN W GPS 2004
 DH5019_MARK LOGO: WIDT  
 DH5019_PROJECTION: FLUSH
 DH5019_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5019+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2005
 DH5019
 DH5019  HISTORY     - Date     Condition        Report By
 DH5019  HISTORY     - 2003     MONUMENTED       WIDT
 DH5019  HISTORY     - 20051227 GOOD             WIDT
 DH5019
 DH5019                          STATION DESCRIPTION
 DH5019
 DH5019'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5019'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH5019'STATION FROM THE  JUNCTION OF US HIGHWAY 18 WITH COUNTY HIGHWAY XX
 DH5019'ABOUT 2 MI EAST OF THE VILLAGE OF  MONTFORT, GO EAST ON US HIGHWAY 18
 DH5019'FOR 0.1 MI TO THE STATION ON THE RIGHT.  THE  STATION IS A BRONZE
 DH5019'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY  CONTROL
 DH5019'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT
 DH5019'LEVEL  WITH THE HIGHWAY PAVEMENT.  THE STATION IS 15.9 M SOUTH OF THE
 DH5019'CENTERLINE OF US HIGHWAY  18, 55 M SOUTHEAST OF POWER POLE --6-1-2A
 DH5019'33/27--, 29.3 M WEST-SOUTHWEST OF A WOOD POST  FOR A --NO PASSING
 DH5019'ZONE-- SIGN, 2.1 M NORTH OF A WIRE FENCE, 1.0 M EAST OF AN ORANGE 4X4
 DH5019'PLASTIC WITNESS POST AND 1.0 M WEST OF AN ORANGE 4X4 PLASTIC WITNESS
 DH5019'POST.  ---NOTE---THIS  STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DH5019'HIGHER THAN 15 DEGREES ABOVE THE  HORIZON.
 DH5019
 DH5019                          STATION RECOVERY (2005)
 DH5019
 DH5019'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5019'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1204 ***********************************************************************
 PN1204  DESIGNATION -  EDGAR 1934 AZ MK 1952
 PN1204  PID         -  PN1204
 PN1204  STATE/COUNTY-  WI/MARATHON
 PN1204  USGS QUAD   -  EDGAR (1981)
 PN1204
 PN1204                         *CURRENT SURVEY CONTROL
 PN1204  ___________________________________________________________________
 PN1204* NAD 83(1991)-  44 52 39.64317(N)    089 57 50.94128(W)     ADJUSTED  
 PN1204* NAVD 88     -       413.6    (meters)    1357.     (feet)  VERTCON   
 PN1204  ___________________________________________________________________
 PN1204  LAPLACE CORR-          -7.72  (seconds)                    DEFLEC99
 PN1204  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 PN1204
 PN1204  HORZ ORDER  -  SECOND
 PN1204
 PN1204.The horizontal coordinates were established by classical geodetic methods
 PN1204.and adjusted by the National Geodetic Survey in November 1991..
 PN1204
 PN1204.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1204
 PN1204.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1204
 PN1204.The geoid height was determined by GEOID03.
 PN1204
 PN1204;                    North         East     Units Scale Factor Converg.
 PN1204;SPC WI C     -   116,046.893   602,832.471   MT  0.99994071   +0 01 31.1
 PN1204;SPC WI C     -   380,730.51  1,977,792.87   sFT  0.99994071   +0 01 31.1
 PN1204;UTM  16      - 4,973,637.162   265,882.483   MT  1.00027404   -2 05 32.8
 PN1204;UTM  15      - 4,973,846.575   739,780.569   MT  1.00030705   +2 08 35.2
 PN1204
 PN1204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1204!SPC WI C     -   0.99994048  x   0.99994071  =   0.99988119
 PN1204!UTM  16      -   0.99994048  x   1.00027404  =   1.00021450
 PN1204!UTM  15      -   0.99994048  x   1.00030705  =   1.00024751
 PN1204
 PN1204                          SUPERSEDED SURVEY CONTROL
 PN1204
 PN1204  NAD 83(1986)-  44 52 39.64168(N)    089 57 50.94755(W) AD(       ) 2
 PN1204  NAD 27      -  44 52 39.75575(N)    089 57 50.49041(W) AD(       ) 2
 PN1204  NGVD 29 (07/19/86)  413.6    (m)         1357.     (f) VERT ANG       
 PN1204
 PN1204.Superseded values are not recommended for survey control.
 PN1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1204.See file dsdata.txt to determine how the superseded data were derived.
 PN1204
 PN1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ6588273637(NAD 83)
 PN1204_MARKER: DZ = AZIMUTH MARK DISK
 PN1204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1204_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PN1204_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN1204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1204+STABILITY: SURFACE MOTION
 PN1204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN1204+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2005
 PN1204
 PN1204  HISTORY     - Date     Condition        Report By
 PN1204  HISTORY     - 1980     MONUMENTED       NGS
 PN1204  HISTORY     - 20050924 GOOD             USPSQD
 PN1204
 PN1204                          STATION DESCRIPTION
 PN1204
 PN1204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (EDW)
 PN1204'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF MARATHON CITY,
 PN1204'3-1/2 MILES SOUTH OF EDGAR AND IN A FENCE LINE ON THE WEST SIDE
 PN1204'OF COUNTY ROUTE H.
 PN1204'OWNERSHIP---MARATHON COUNTY, ON ROAD RIGHT-OF-WAY.
 PN1204'
 PN1204'TO REACH THE STATION FROM THE INTERSECTION OF REDWOOD STREET AND
 PN1204'THIRD AVENUE (COUNTY ROUTE H) IN THE CENTER OF THE SMALL
 PN1204'TOWN OF EDGAR, GO SOUTH ON COUNTY ROUTE H FOR 1.3 MILES TO THE
 PN1204'JUNCTION OF COUNTY ROUTE N.  CONTINUE SOUTH ON COUNTY ROUTE H
 PN1204'FOR 1.6 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 PN1204'
 PN1204'THE STATION IS A STANDARD USC AND GS AZIMUTH MARK DISK
 PN1204'STAMPED---EDGAR 1934 RESET 1952---,
 PN1204'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 38 CM ON A SIDE
 PN1204'PROJECTING 9 CM ABOVE THE GROUND.  IT IS LOCATED
 PN1204'9.144 METERS (30.0 FT) WEST FROM THE CENTER OF COUNTY ROUTE H,
 PN1204'2.438 METERS (8.0 FT) NORTH FROM UTILITY POLE NUMBER 426 AND
 PN1204'0.305 METERS (1.0 FT) NORTH FROM A METAL WITNESS POST.
 PN1204'
 PN1204'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE NO REFERENCE
 PN1204'MARKS WERE ESTABLISHED FOR THIS STATION.
 PN1204'
 PN1204'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 PN1204'
 PN1204'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 PN1204'EDGAR 1934, USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 PN1204
 PN1204                          STATION RECOVERY (2005)
 PN1204
 PN1204'RECOVERY NOTE BY US POWER SQUADRON 2005 (DS)
 PN1204'UTILITY POLE IS NOW 280425R15. MARK IS 1 FOOT ABOVE GROUND LEVEL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1203 ***********************************************************************
 PN1203  DESIGNATION -  EDGAR RESET
 PN1203  PID         -  PN1203
 PN1203  STATE/COUNTY-  WI/MARATHON
 PN1203  USGS QUAD   -  MARATHON SW (1981)
 PN1203
 PN1203                         *CURRENT SURVEY CONTROL
 PN1203  ___________________________________________________________________
 PN1203* NAD 83(1991)-  44 52 21.65452(N)    089 57 44.58742(W)     ADJUSTED  
 PN1203* NAVD 88     -       413.8    (meters)    1358.     (feet)  VERTCON   
 PN1203  ___________________________________________________________________
 PN1203  LAPLACE CORR-          -7.82  (seconds)                    DEFLEC99
 PN1203  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 PN1203
 PN1203  HORZ ORDER  -  FIRST
 PN1203
 PN1203.The horizontal coordinates were established by classical geodetic methods
 PN1203.and adjusted by the National Geodetic Survey in November 1991..
 PN1203
 PN1203.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1203
 PN1203.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1203
 PN1203.The geoid height was determined by GEOID03.
 PN1203
 PN1203;                    North         East     Units Scale Factor Converg.
 PN1203;SPC WI C     -   115,491.693   602,972.177   MT  0.99994071   +0 01 35.5
 PN1203;SPC WI C     -   378,909.00  1,978,251.22   sFT  0.99994071   +0 01 35.5
 PN1203;UTM  16      - 4,973,076.992   266,001.618   MT  1.00027336   -2 05 27.6
 PN1203;UTM  15      - 4,973,296.715   739,940.755   MT  1.00030799   +2 08 39.0
 PN1203
 PN1203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1203!SPC WI C     -   0.99994045  x   0.99994071  =   0.99988116
 PN1203!UTM  16      -   0.99994045  x   1.00027336  =   1.00021379
 PN1203!UTM  15      -   0.99994045  x   1.00030799  =   1.00024842
 PN1203
 PN1203|---------------------------------------------------------------------|
 PN1203| PID    Reference Object                     Distance      Geod. Az  |
 PN1203|                                                           dddmmss.s |
 PN1203| CJ4896 EDGAR RM 3                           38.760 METERS 04237     |
 PN1203| CJ4894 EDGAR RM 1                           37.284 METERS 04558     |
 PN1203| PO0508 STRATFORD MUNICIPAL TANK            APPROX.12.4 KM 2300251.5 |
 PN1203| CJ4895 EDGAR RM 2                           35.375 METERS 29220     |
 PN1203| PO0506 ST JOHANNES EVAN LUTH CHURCH        APPROX. 9.8 KM 2994437.4 |
 PN1203| CJ4897 EDGAR RM 4                           16.845 METERS 30556     |
 PN1203| CJ4893 EDGAR AZ MK RESET                                  3455348.6 |
 PN1203| PN1204 EDGAR 1934 AZ MK 1952               APPROX. 0.6 KM 3455408.3 |
 PN1203| CJ4892 EDGAR AZ MK                                        3511351.2 |
 PN1203|---------------------------------------------------------------------|
 PN1203
 PN1203                          SUPERSEDED SURVEY CONTROL
 PN1203
 PN1203  NAD 83(1986)-  44 52 21.65304(N)    089 57 44.59367(W) AD(       ) 1
 PN1203  NAD 27      -  44 52 21.76700(N)    089 57 44.13700(W) AD(       ) 1
 PN1203  NGVD 29 (07/19/86)  413.8    (m)         1358.     (f) VERT ANG       
 PN1203
 PN1203.Superseded values are not recommended for survey control.
 PN1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1203.See file dsdata.txt to determine how the superseded data were derived.
 PN1203
 PN1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ6600273077(NAD 83)
 PN1203_MARKER: DS = TRIANGULATION STATION DISK
 PN1203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1203_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PN1203_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN1203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN1203+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2002
 PN1203
 PN1203  HISTORY     - Date     Condition        Report By
 PN1203  HISTORY     - 1934     MONUMENTED       CGS
 PN1203  HISTORY     - 1942     SEE DESCRIPTION  USDA
 PN1203  HISTORY     - 1944     GOOD             LOCENG
 PN1203  HISTORY     - 1952     SEE DESCRIPTION  CGS
 PN1203  HISTORY     - 1963     SEE DESCRIPTION  USGS
 PN1203  HISTORY     - 1964     GOOD             CGS
 PN1203  HISTORY     - 1968     SEE DESCRIPTION  CGS
 PN1203  HISTORY     - 1980     GOOD             NGS
 PN1203  HISTORY     - 20020614 GOOD             JCLS
 PN1203  HISTORY     - 20050924 GOOD             USPSQD
 PN1203
 PN1203                          STATION DESCRIPTION
 PN1203
 PN1203'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 PN1203'THIS STATION IS ABOUT 4 MILES SOUTH OF EDGAR, ABOUT 17 MILES WEST
 PN1203'SOUTHWEST OF WAUSAU, ABOUT 8 MILES SOUTHWEST OF MARATHON, IN THE
 PN1203'NORTHWEST CORNER OF THE NORTHWEST QUARTER SEC. 31, T. 28 N., R. 5 E.,
 PN1203'ON LAND OWNED BY CHARLIE MANACHEK, OF KEWAUNEE, WISCONSIN.  THE MARK
 PN1203'IS SET .05 MILE EAST OF CROSSROADS AND COUNTY HIGHWAY H, ON THE NORTH
 PN1203'EDGE OF A CLEARED FIELD, 67 FEET SOUTH OF THE CENTER OF ROAD, 44 FEET
 PN1203'SOUTH OF EAST-WEST FENCE LINE, 2 FEET WEST OF NORTH-SOUTH FENCE LINE,
 PN1203'AND PROJECTS 12 INCHES.
 PN1203'
 PN1203'TO REACH FROM WAUSAU GO WEST ON STATE HIGHWAY 29 FOR 17 MILES TO THE
 PN1203'JUNCTION WITH COUNTY HIGHWAY H, GO SOUTH ON COUNTY HIGHWAY H FOR 5
 PN1203'MILES TO CROSSROADS.  THIS ROAD IS 4 MILES SOUTH OF THE TOWN OF EDGAR.
 PN1203'GO EAST FOR 0.1 MILE TO THE STATION.
 PN1203'
 PN1203'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION ON THE NORTH EDGE OF
 PN1203'THE RIGHT-OF-WAY OF EAST-WEST ROAD, 20 FEET NORTH OF THE CENTER OF THE
 PN1203'ROAD, 1 FOOT SOUTH OF FENCE LINE, AND PROJECTS 12 INCHES.
 PN1203'
 PN1203'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF THE STATION ON THE SOUTH
 PN1203'EDGE OF THE RIGHT-OF-WAY, 20 FEET SOUTH OF THE CENTER OF THE ROAD, 1
 PN1203'FOOT NORTH OF FENCE LINE, AND PROJECTS 11 INCHES.
 PN1203'
 PN1203'AZIMUTH MARK IS NORTHWEST OF THE STATION IN THE NORTHWEST CORNER OF A
 PN1203'CULTIVATED FIELD, 23 1/2 FEET EAST OF THE CENTER OF COUNTY HIGHWAY H,
 PN1203'1 FOOT SOUTH OF EAST-WEST FENCE LINE, 2 1/2 FEET EAST OF NORTH-SOUTH
 PN1203'FENCE LINE, AND PROJECTS 10 INCHES.
 PN1203'
 PN1203'100-FOOT TOWERS AT BECKER AND VOIGHT COME INTO VIEW 43 FEET ABOVE THE
 PN1203'GROUND.
 PN1203'
 PN1203'100-FOOT TOWERS AT STAADT AND WUERTSBURG COME INTO VIEW 48 FEET ABOVE
 PN1203'THE GROUND.
 PN1203'
 PN1203'AN 87-FOOT TOWER AT MARATHON IS VISIBLE FROM THE GROUND AT THIS
 PN1203'STATION.
 PN1203'
 PN1203'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 PN1203'DISKS SET IN ROUND CONCRETE POSTS.
 PN1203
 PN1203                          STATION RECOVERY (1942)
 PN1203
 PN1203'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 1942 (MB)
 PN1203'STATION LOCATED SOUTH OF THE VILLAGE OF EDGAR, HAS BEEN TORN OUT IN
 PN1203'ROAD BUILDING.
 PN1203
 PN1203                          STATION RECOVERY (1944)
 PN1203
 PN1203'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1944 (LF)
 PN1203'PRESENT CONDITION OF THE AZIMUTH MARK LEANS ABOUT 25 DEGREES FROM
 PN1203'PERPENDICULAR.  THIS WAS EVIDENTLY SET NEAR THE BACK SLOPE OF THE
 PN1203'HIGHWAY AND WASHED OUT ON ONE SIDE.  THE ROAD HAS BEEN REGRADED AND
 PN1203'AT PRESENT THE B.M. IS IN THE DITCH.
 PN1203'
 PN1203'REFERENCE MARK DISK STAMPED EDGAR AZIMUTH 1934 RECEIVED 3/31/44.
 PN1203
 PN1203                          STATION RECOVERY (1952)
 PN1203
 PN1203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LFW)
 PN1203'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 PN1203'AS DESCRIBED AND WERE FOUND IN VERY GOOD CONDITION.  THE AZIMUTH
 PN1203'MARK HAS BEEN DESTROYED DUE TO THE WIDENING OF COUNTY HIGHWAY
 PN1203'H.  A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 PN1203'
 PN1203'THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDED
 PN1203'INFORMATION--
 PN1203'
 PN1203'THE STATION MARK IS NOW A STANDARD DISK SET IN THE TOP OF AN IRREGULAR
 PN1203'MASS OF CONCRETE ABOUT 14 INCHES BELOW THE SURFACE.
 PN1203'
 PN1203'THE AZIMUTH MARK WAS RESET AND NEAR THE OLD LOCATION.
 PN1203'IT IS 30 FEET WEST OF THE CENTERLINE OF COUNTY HIGHWAY H, 8 FEET
 PN1203'NORTH OF POWER POLE 426, 2 FEET NORTHEAST OF A WITNESS POST AND
 PN1203'1 FOOT EAST OF A FENCELINE.  THE MARK IS FLUSH AND IS STAMPED
 PN1203'EDGAR 1934 RESET 1952.  TO REACH THE AZIMUTH MARK FROM THE MAIN
 PN1203'INTERSECTION IN EDGAR, GO SOUTH ON COUNTY HIGHWAY H FOR 3.7
 PN1203'MILES TO THE MARK ON THE RIGHT AS DESCRIBED.
 PN1203
 PN1203                          STATION RECOVERY (1963)
 PN1203
 PN1203'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 PN1203'THE SURFACE MARK IS DESTROYED.  POST FOUND LYING AT EDGE OF A
 PN1203'FIELD.  TOP MISSING.  R.M.S 1 AND 2 ARE IN GOOD CONDITION.
 PN1203'
 PN1203'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 PN1203'S OF EDGAR
 PN1203
 PN1203                          STATION RECOVERY (1964)
 PN1203
 PN1203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 PN1203'THIS STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 PN1203'A REPORT WAS RECEIVED FROM THE U.S.G.S. TO THE EFFECT THAT THE
 PN1203'STATION HAD BEEN DESTROYED.  IT WAS FOUND THAT THE ORIGINAL
 PN1203'STATION MARK WAS LYING ON TOP OF THE GROUND BUT A NEW MARK WAS
 PN1203'SET 14 INCHES BELOW THE GROUND IN 1952.
 PN1203'
 PN1203'TO REACH THE STATION FROM EDGAR, FROM THE RAILROAD CROSSING, GO
 PN1203'SOUTH ON COUNTY ROUTE H FOR 3.0 MILES TO THE AZIMUTH MARK ON
 PN1203'RIGHT AS DESCRIBED IN 1952, CONTINUE SOUTH FOR 0.3 MILE TO
 PN1203'CROSSROADS, TURN LEFT AND GO EAST FOR 0.1 MILE TO STATION IN
 PN1203'FIELD ON RIGHT.
 PN1203
 PN1203                          STATION RECOVERY (1968)
 PN1203
 PN1203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 PN1203'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK RESET
 PN1203'1952 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND
 PN1203'UPROOTED AND IN A DITCH LINE.  REFERENCE MARK 2 WAS DESTROYED
 PN1203'TO CLEAR THE AREA FOR ROAD IMPROVEMENT.  REFERENCE MARKS 3 AND 4
 PN1203'WERE SET.  A NEW DESCRIPTION FOLLOWS.
 PN1203'
 PN1203'ABOUT 8 MILES SOUTHWEST OF MARATHON, 3-1/2 MILES SOUTH OF EDGAR,
 PN1203'IN THE NORTHWEST CORNER OF SEC. 31, T-28-N, R-5-E, IN THE NORTH
 PN1203'EDGE OF A CULTIVATED FIELD, 128 FEET SOUTHWEST OF A METAL WITNESS
 PN1203'POST, 57 FEET SOUTHEAST OF A METAL TELEPHONE CABLE BOX
 PN1203'(UNDERGROUND CABLE) WHICH PROJECTS 3 FEET, 56 FEET SOUTHEAST OF A
 PN1203'METAL WITNESS POST AND 64 FEET SOUTH OF THE CENTERLINE OF A
 PN1203'GRAVELED ROAD.  THE MONUMENT IS 12 INCHES BELOW THE SURFACE
 PN1203'AND THE DISK IS STAMPED EDGAR 1935 1952.
 PN1203'
 PN1203'TO REACH THE STATION FROM THE BANK OF EDGAR, WHICH IS LOCATED IN
 PN1203'THE CENTER OF EDGAR AT THE INTERSECTION OF REDWOOD STREET AND
 PN1203'3RD AVE, GO SOUTH OF 3RD AVE (COUNTY HIGHWAY H) FOR 1.4 MILES
 PN1203'TO THE JUNCTION OF COUNTY HIGHWAY N.  CONTINUE SOUTH ON HIGHWAY
 PN1203'H FOR 1.65 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 PN1203'SOUTH ON THE HIGHWAY FOR 0.3 MILE TO A GRAVELED CROSSROAD.  TURN
 PN1203'LEFT AND GO EAST ON THE GRAVELED ROAD FOR 0.05 MILE TO THE
 PN1203'STATION ON THE RIGHT.
 PN1203'
 PN1203'REFERENCE MARK 3 IS 30 FEET NORTH OF THE CENTERLINE OF THE ROAD
 PN1203'AND 1 FOOT WEST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS
 PN1203'2 INCHES AND THE DISK IS STAMPED EDGAR 1934 NO 3 1968.
 PN1203'
 PN1203'REFERENCE MARK 4 IS 31 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 PN1203'2-1/2 FEET NORTHEAST OF THE TELEPHONE BOX, AND 1 FOOT EAST
 PN1203'OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 6 INCHES AND
 PN1203'THE DISK IS STAMPED EDGAR 1934 NO 4 1968.
 PN1203'
 PN1203'THE AZIMUTH MARK IS 30 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 PN1203'8 FEET NORTH OF A POWER POLE 426 AND 1 FOOT NORTH OF A METAL
 PN1203'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 PN1203'EDGAR 1934 RESET 1952.
 PN1203'
 PN1203'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 PN1203'
 PN1203'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 PN1203'SOUTH OF EDGAR
 PN1203
 PN1203                          STATION RECOVERY (1980)
 PN1203
 PN1203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (EDW)
 PN1203'THE STATION MARK, REFERENCE MARKS 3 AND 4, AND THE AZIMUTH MARK
 PN1203'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCE
 PN1203'AND DIRECTION TO REFERENCE MARK 3 COMPARED FAVORABLY WITH THE
 PN1203'1968 DATA BY L.F.S.  HOWEVER, A LONGER DISTANCE OF 0.018 METER
 PN1203'AND A LARGER DIRECTION OF 5 MINUTES AND 33 SECONDS TO REFERENCE
 PN1203'MARK 4 WAS NOTED AND VERIFIED.  A NEW AND COMPLETE DESCRIPTION
 PN1203'FOLLOWS.
 PN1203'
 PN1203'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF MARATHON CITY,
 PN1203'3-1/2 MILES SOUTH OF EDGAR AND IN THE NORTHEAST EDGE OF A
 PN1203'CULTIVATED FIELD.
 PN1203'OWNERSHIP--MR. DAVID FILTZKOWSKI, ROUTE 3, EDGAR, WISCONSIN.
 PN1203'PHONE NUMBER IS 715-352-2026.
 PN1203'
 PN1203'TO REACH THE STATION FROM THE INTERSECTION OF REDWOOD STREET AND
 PN1203'THIRD AVENUE (COUNTY ROUTE H) IN THE CENTER OF THE SMALL
 PN1203'COMMUNITY OF EDGAR, GO SOUTH ON THIRD AVENUE (COUNTY ROUTE H)
 PN1203'FOR 1.3 MILES TO THE JUNCTION OF COUNTY ROUTE N.  CONTINUE
 PN1203'SOUTH ON COUNTY ROUTE H FOR 1.6 MILES TO THE AZIMUTH MARK ON THE
 PN1203'RIGHT AS DESCRIBED.  CONTINUE SOUTH ON THE PAVED ROAD FOR 0.3
 PN1203'MILE TO A GRAVEL CROSSROAD.  TURN LEFT AND GO EAST ON THE GRAVEL
 PN1203'ROAD FOR 0.05 MILE TO THE STATION ON THE RIGHT IN THE EDGE OF A
 PN1203'FIELD AS DESCRIBED.
 PN1203'
 PN1203'THE STATION IS A STANDARD USC AND GS DISK
 PN1203'STAMPED---EDGAR 1934 1952---,
 PN1203'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 28 CM ON A SIDE
 PN1203'RECESSED 45 CM BELOW THE GROUND.  IT IS LOCATED
 PN1203'19.507 METERS (64.0 FT) SOUTH FROM THE CENTER OF A GRAVEL ROAD AND
 PN1203'17.069 METERS (56.0 FT) SOUTHEAST FROM A METAL WITNESS POST.
 PN1203'
 PN1203'REFERENCE MARK NUMBER 3 IS A STANDARD USC AND GS DISK
 PN1203'STAMPED---EDGAR NO 3 1934 1968---,
 PN1203'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN1203'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 PN1203'9.144 METERS (30.0 FT) NORTH FROM THE CENTER OF A GRAVEL ROAD AND
 PN1203'0.396 METERS (1.3 FT) SOUTHWEST FROM A METAL WITNESS POST.
 PN1203'MARK IS ABOVE STATION 0.90 METERS.
 PN1203'
 PN1203'REFERENCE MARK NUMBER 4 IS A STANDARD USC AND GS DISK
 PN1203'STAMPED---EDGAR 1934 NO 4 1968---,
 PN1203'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN1203'PROJECTING 20 CM ABOVE THE GROUND.  IT IS LOCATED
 PN1203'9.449 METERS (31.0 FT) SOUTH FROM THE CENTER OF A GRAVEL ROAD AND
 PN1203'0.362 METERS (1.2 FT) SOUTHEAST FROM A METAL WITNESS POST.
 PN1203'MARK IS ABOVE STATION 0.60 METERS.
 PN1203'
 PN1203'AZIMUTH MARK NUMBER 1 IS A STANDARD USC AND GS DISK
 PN1203'STAMPED---EDGAR 1934 RESET 1952---,
 PN1203'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 38 CM ON A SIDE
 PN1203'PROJECTING 9 CM ABOVE THE GROUND.  IT IS LOCATED
 PN1203'9.144 METERS (30.0 FT) WEST FROM THE CENTER OF COUNTY ROUTE H,
 PN1203'2.438 METERS (8.0 FT) NORTH FROM UTILITY POLE NUMBER 426 AND
 PN1203'0.305 METERS (1.0 FT) NORTH FROM A METAL WITNESS POST.
 PN1203'
 PN1203'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.7 METERS.
 PN1203'
 PN1203'THE 1934 DATA STATES THAT THERE IS AN UNDERGROUND STATION
 PN1203'MARK DISK.
 PN1203
 PN1203                          STATION RECOVERY (2002)
 PN1203
 PN1203'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 PN1203'RECOVERED IN GOOD CONDITION.
 PN1203
 PN1203                          STATION RECOVERY (2005)
 PN1203
 PN1203'RECOVERY NOTE BY US POWER SQUADRON 2005 (DS)
 PN1203'ROAD OFF CO H IS FOUR MILE ROAD.
 PN1203'RM1 AND RM2 FOUND. AZIMUTH NOT FOUND, PROBALLY DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0689 ***********************************************************************
 NG0689  DESIGNATION -  EDGERTON
 NG0689  PID         -  NG0689
 NG0689  STATE/COUNTY-  WI/MILWAUKEE
 NG0689  USGS QUAD   -  GREENDALE (1976)
 NG0689
 NG0689                         *CURRENT SURVEY CONTROL
 NG0689  ___________________________________________________________________
 NG0689* NAD 83(1991)-  42 57 08.55717(N)    087 59 29.17346(W)     ADJUSTED  
 NG0689* NAVD 88     -       257.     (meters)     843.     (feet)  SCALED    
 NG0689  ___________________________________________________________________
 NG0689  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 NG0689  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 NG0689
 NG0689  HORZ ORDER  -  THIRD
 NG0689
 NG0689.The horizontal coordinates were established by classical geodetic methods
 NG0689.and adjusted by the National Geodetic Survey in November 1991..
 NG0689
 NG0689.The orthometric height was scaled from a topographic map.
 NG0689
 NG0689.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0689
 NG0689.The geoid height was determined by GEOID03.
 NG0689
 NG0689;                    North         East     Units Scale Factor Converg.
 NG0689;SPC WI S     -   107,774.036   763,884.691   MT  0.99996305   +1 22 48.3
 NG0689;SPC WI S     -   353,588.65  2,506,178.36   sFT  0.99996305   +1 22 48.3
 NG0689;UTM  16      - 4,756,003.163   419,126.921   MT  0.99968046   -0 40 32.1
 NG0689
 NG0689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0689!SPC WI S     -   0.99996518  x   0.99996305  =   0.99992823
 NG0689!UTM  16      -   0.99996518  x   0.99968046  =   0.99964565
 NG0689
 NG0689|---------------------------------------------------------------------|
 NG0689| PID    Reference Object                     Distance      Geod. Az  |
 NG0689|                                                           dddmmss.s |
 NG0689| CI8583 EDGERTON RM 1                        25.240 METERS 01536     |
 NG0689| NG0690 GREENDALE RAD STA WISN NE MAST      241.431 METERS 02630     |
 NG0689| NG0691 GREENDALE RAD STA WISN SE MAST      207.871 METERS 02817     |
 NG0689| CI8582 EDGERTON AZ MK                                     0332146.2 |
 NG0689| NH0958 GREENDALE RAD STA WOKY S MAST       APPROX. 1.2 KM 2722051.4 |
 NG0689| NH0951 GREENDALE RAD WOKY MIDDLE MAST      APPROX. 1.2 KM 2762033.1 |
 NG0689| NH0945 GREENDALE RAD STA WOKY N MAST       APPROX. 1.2 KM 2803213.0 |
 NG0689| CI8584 EDGERTON RM 2                        25.683 METERS 28422     |
 NG0689| NH0961 WEST ALLIS ST MATTHIAS CATH CH      APPROX. 4.8 KM 3193923.9 |
 NG0689| NG0692 GREENDALE RAD STA WISN SW MAST      230.181 METERS 34714     |
 NG0689| NG0693 GREENDALE RAD STA WISN NW MAST      259.512 METERS 35043     |
 NG0689|---------------------------------------------------------------------|
 NG0689
 NG0689                          SUPERSEDED SURVEY CONTROL
 NG0689
 NG0689  NAD 83(1986)-  42 57 08.54612(N)    087 59 29.18643(W) AD(       ) 3
 NG0689  NAD 27      -  42 57 08.49000(N)    087 59 28.87800(W) AD(       ) 3
 NG0689
 NG0689.Superseded values are not recommended for survey control.
 NG0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0689.See file dsdata.txt to determine how the superseded data were derived.
 NG0689
 NG0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1912756003(NAD 83)
 NG0689_MARKER: DS = TRIANGULATION STATION DISK
 NG0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0689
 NG0689  HISTORY     - Date     Condition        Report By
 NG0689  HISTORY     - 1953     MONUMENTED       CGS
 NG0689  HISTORY     - 1976     GOOD             LOCENG
 NG0689  HISTORY     - 20011028 MARK NOT FOUND   USPSQD
 NG0689
 NG0689                          STATION DESCRIPTION
 NG0689
 NG0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 NG0689'STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF THE CENTER OF MILWAUKEE
 NG0689'AND NEAR THE NORTH CITY LIMITS
 NG0689'OF GREENDALE AT 6230 WEST EDGERTON AVENUE ON PROPERTY OWNED BY MR.
 NG0689'BERNARD PRICE.  IT IS 96 FEET NORTH
 NG0689'OF THE CENTER OF EDGERTON AVE., 77 FEET SOUTHEAST OF
 NG0689'THE SOUTHEAST CORNER OF A BRICK HOUSE AND 49 FEET EAST
 NG0689'OF THE CENTER OF A DRIVEWAY.  THE
 NG0689'MARK IS FLUSH AND THE DISK IS STAMPED EDGERTON 1953.
 NG0689'
 NG0689'REFERENCE MARK NO. 1 IS AT THE SOUTHEAST CORNER OF A CONCRETE BLOCK
 NG0689'SHED.  THE MARK PROJECTS ABOUT 2
 NG0689'INCHES AND THE DISK IS STAMPED EDGERTON NO 1 1953.
 NG0689'
 NG0689'REFERENCE MARK NO. 2 IS 31 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 NG0689'THE HOUSE AND 32 FEET WEST OF
 NG0689'THE CENTER OF THE DRIVEWAY.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 NG0689'DISK IS STAMPED EDGERTON NO 2
 NG0689'1953.
 NG0689'
 NG0689'AZIMUTH MARK IS INSIDE THE FENCE AT THE WISN RADIO STATION AT 5001
 NG0689'SOUTH 60TH. ST.  IT IS 56 FEET
 NG0689'WEST OF THE CENTER OF THE STREET, 5 FEET SOUTHWEST OF A POWER LINE
 NG0689'POLE, 4 FEET SOUTHEAST OF A WHITE
 NG0689'WITNESS POST AND 3 FEET SOUTHWEST OF THE FENCE CORNER.  THE
 NG0689'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 NG0689'STAMPED EDGERTON 1953.
 NG0689'
 NG0689'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY Y (LAYTON
 NG0689'AVE.) AND COUNTY HIGHWAY
 NG0689'U (SOUTH 76TH. ST.) GO SOUTH ON 76TH. STREET FOR 0.5 MILE TO
 NG0689'CROSSROAD, TURN LEFT AND GO EAST ON
 NG0689'EDGERTON AVENUE FOR 0.8 MILE TO TOP OF HILL AND STATION
 NG0689'ON THE LEFT, CONTINUE AHEAD FOR 0.2 MILE TO
 NG0689'SOUTH 60TH. STREET, TURN LEFT AND GO NORTH
 NG0689'ON SOUTH 60TH. ST. FOR 0.2 MILE TO THE AZIMUTH MARK ON THE
 NG0689'LEFT AS DESCRIBED.
 NG0689'
 NG0689'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 NG0689
 NG0689                          STATION RECOVERY (1976)
 NG0689
 NG0689'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (RAZ)
 NG0689'EDGERTON 1953 RECOVERED GOOD.
 NG0689'
 NG0689'EDGERTON NO 1, 1953 RECOVERED GOOD.
 NG0689'
 NG0689'EDGERTON NO 2, 1953 RECOVERED GOOD.
 NG0689'
 NG0689'THE AZIMUTH MARK FOR THIS STATION WAS FOUND HOWEVER IT MAY HAVE
 NG0689'BEEN DISTURBED BY SEWER CONSTRUCTION.  BUILDING CONSTRUCTION HAS
 NG0689'OBSTRUCTED THE INTERVISIBILITY WITH THE STATION, HOWEVER OFF SET OR
 NG0689'TRAVERSE METHODS CAN BE APPLIED.
 NG0689'
 NG0689'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7 MILES SOUTHWEST
 NG0689'OF THE CENTER OF MILWAUKEE.
 NG0689
 NG0689                          STATION RECOVERY (2001)
 NG0689
 NG0689'RECOVERY NOTE BY US POWER SQUADRON 2001
 NG0689'RADIO STATION MASTS HAVE BEEN REMOVED.  AREA NOW CONTAINS A STRIP MALL
 NG0689'WITH PARKING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9891 ***********************************************************************
 DF9891  DESIGNATION -  EDGERTON GPS
 DF9891  PID         -  DF9891
 DF9891  STATE/COUNTY-  WI/ROCK
 DF9891  USGS QUAD   -  EDGERTON (1971)
 DF9891
 DF9891                         *CURRENT SURVEY CONTROL
 DF9891  ___________________________________________________________________
 DF9891* NAD 83(1997)-  42 50 27.33709(N)    089 05 03.06219(W)     ADJUSTED  
 DF9891* NAVD 88     -       254.149  (meters)     833.82   (feet)  ADJUSTED  
 DF9891  ___________________________________________________________________
 DF9891  X           -      74,868.272 (meters)                     COMP
 DF9891  Y           -  -4,683,550.398 (meters)                     COMP
 DF9891  Z           -   4,314,710.514 (meters)                     COMP
 DF9891  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 DF9891  ELLIP HEIGHT-         220.11  (meters)          (04/02/04) GPS OBS
 DF9891  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 DF9891  DYNAMIC HT  -         254.078 (meters)     833.59  (feet)  COMP
 DF9891  MODELED GRAV-     980,334.6   (mgal)                       NAVD 88
 DF9891
 DF9891  HORZ ORDER  -  B
 DF9891  VERT ORDER  -  SECOND    CLASS I
 DF9891  ELLP ORDER  -  THIRD     CLASS I
 DF9891
 DF9891.The horizontal coordinates were established by GPS observations
 DF9891.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DF9891
 DF9891.The orthometric height was determined by differential leveling
 DF9891.and adjusted by the National Geodetic Survey in February 2004..
 DF9891
 DF9891.Photographs are available for this station.
 DF9891
 DF9891.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9891
 DF9891.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9891
 DF9891.The ellipsoidal height was determined by GPS observations
 DF9891.and is referenced to NAD 83.
 DF9891
 DF9891.The geoid height was determined by GEOID03.
 DF9891
 DF9891.The dynamic height is computed by dividing the NAVD 88
 DF9891.geopotential number by the normal gravity value computed on the
 DF9891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9891.degrees latitude (g = 980.6199 gals.).
 DF9891
 DF9891.The modeled gravity was interpolated from observed gravity values.
 DF9891
 DF9891;                    North         East     Units Scale Factor Converg.
 DF9891;SPC WI S     -    93,830.596   674,865.881   MT  0.99998005   +0 37 45.3
 DF9891;SPC WI S     -   307,842.55  2,214,122.48   sFT  0.99998005   +0 37 45.3
 DF9891;UTM  16      - 4,745,257.100   329,681.135   MT  0.99995689   -1 25 03.0
 DF9891
 DF9891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9891!SPC WI S     -   0.99996548  x   0.99998005  =   0.99994553
 DF9891!UTM  16      -   0.99996548  x   0.99995689  =   0.99992237
 DF9891
 DF9891                          SUPERSEDED SURVEY CONTROL
 DF9891
 DF9891  NAVD 88 (04/02/04)  254.15   (m)          833.8    (f) LEVELING    3  
 DF9891
 DF9891.Superseded values are not recommended for survey control.
 DF9891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9891.See file dsdata.txt to determine how the superseded data were derived.
 DF9891
 DF9891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2968145257(NAD 83)
 DF9891_MARKER: DD = SURVEY DISK
 DF9891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9891_STAMPING: EDGERTON GPS 2002
 DF9891_MARK LOGO: WIDT  
 DF9891_PROJECTION: FLUSH
 DF9891_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9891_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9891+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2004
 DF9891
 DF9891  HISTORY     - Date     Condition        Report By
 DF9891  HISTORY     - 2001     MONUMENTED       WIDT
 DF9891  HISTORY     - 20040411 GOOD             USPSQD
 DF9891
 DF9891                          STATION DESCRIPTION
 DF9891
 DF9891'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9891'THE STATION IS LOCATED IN THE CITY OF EDGERTON.  OWNERSHIP--CITY OF
 DF9891'EDGERTON.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 51
 DF9891'AND STATE HIGHWAY 59 AT THE INTERSECTION OF MAIN STREET AND FULTON
 DF9891'STREET IN THE CITY OF EDGERTON GO WEST ON STATE HIGHWAY 59 (FULTON
 DF9891'STREET) FOR 0.5 KM TO TO HEAD STREET ON THE RIGHT,  TURN RIGHT AND GO
 DF9891'NORTHWEST, THEN NORTH ON HEAD STREET FOR 0.3 KM TO STOUGHTON ROAD,
 DF9891'TURN LEFT AND GO NORTHWEST ON STOUGHTON ROAD FOR 0.7 KM TO THE
 DF9891'ENTERANCE TO OLD RACETRACK PARK, CONTINUE NORTHWEST ON THE PAVED ROAD
 DF9891'IN OLD RACETRACK PARK FOR 0.2 KM TO THE STATION ON THE RIGHT.  THE
 DF9891'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DF9891'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DF9891'CONCRETE POST SET TO A DEPTH OF 2.3 M AND ABOUT LEVEL WITH THE ROAD
 DF9891'PAVEMENT.  THE STATION IS 5.4 M NORTH-NORTHWEST OF A PAVED ROAD IN
 DF9891'OLD RACETRACK PARK, 31.8 M WEST-NORTHWEST OF THE WEST-NORTHWEST
 DF9891'CORNER OF A CONCRETE BLOCK BUILDING, 27.7 M NORTH-NORTHWEST OF A FLAG
 DF9891'POLE, AND 0.8 M SOUTH-SOUTHEAST OF A CHAINLINK FENCE.  ---NOTE---THE
 DF9891'STATION IS WEST-SOUTHWEST, SOUTH-SOUTHEAST AND NORTH-NORTHEAST OF
 DF9891'THREE ORANGE 4X4 PLASTIC WITNESS POSTS.   ---NOTE2---THIS STATION HAS
 DF9891'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE
 DF9891'HORIZON.
 DF9891
 DF9891                          STATION RECOVERY (2004)
 DF9891
 DF9891'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9891'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1304 ***********************************************************************
 NH1304  DESIGNATION -  EDGERTON HWY TRAILER CO TANK
 NH1304  PID         -  NH1304
 NH1304  STATE/COUNTY-  WI/ROCK
 NH1304  USGS QUAD   -  EDGERTON (1971)
 NH1304
 NH1304                         *CURRENT SURVEY CONTROL
 NH1304  ___________________________________________________________________
 NH1304* NAD 83(1991)-  42 49 47.74762(N)    089 03 55.04156(W)     ADJUSTED  
 NH1304* NAVD 88     -                                                        
 NH1304  ___________________________________________________________________
 NH1304  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 NH1304  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 NH1304
 NH1304  HORZ ORDER  -  THIRD
 NH1304
 NH1304.The horizontal coordinates were established by classical geodetic methods
 NH1304.and adjusted by the National Geodetic Survey in November 1991..
 NH1304
 NH1304
 NH1304.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1304
 NH1304.The geoid height was determined by GEOID03.
 NH1304
 NH1304;                    North         East     Units Scale Factor Converg.
 NH1304;SPC WI S     -    92,626.175   676,424.103   MT  0.99998193   +0 38 32.1
 NH1304;SPC WI S     -   303,891.04  2,219,234.74   sFT  0.99998193   +0 38 32.1
 NH1304;UTM  16      - 4,743,997.831   331,195.306   MT  0.99995057   -1 24 15.7
 NH1304
 NH1304                          SUPERSEDED SURVEY CONTROL
 NH1304
 NH1304  NAD 83(1986)-  42 49 47.73991(N)    089 03 55.04528(W) AD(       ) 4
 NH1304  NAD 27      -  42 49 47.71500(N)    089 03 54.64000(W) AD(       ) 3
 NH1304
 NH1304.Superseded values are not recommended for survey control.
 NH1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1304.See file dsdata.txt to determine how the superseded data were derived.
 NH1304
 NH1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3119543998(NAD 83)
 NH1304_MARKER: 53 = ELEVATED TANK
 NH1304
 NH1304  HISTORY     - Date     Condition        Report By
 NH1304  HISTORY     - 1957     FIRST OBSERVED   CGS
 NH1304  HISTORY     - 19950821 GOOD             USPSQD
 NH1304  HISTORY     - 20010331 GOOD             NGS
 NH1304  HISTORY     - 20040411 POOR             USPSQD
 NH1304
 NH1304                          STATION DESCRIPTION
 NH1304
 NH1304'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1304'THE STATION IS THE FINIAL AT THE APEX OF THE WATER TANK AT
 NH1304'THE HIGHWAY TRAILER CO. IN EDGERTON, WISCONSIN.  THE TOWER
 NH1304'IS A FOUR LEGGED STEEL STRUCTURE AND IS ALUMINUM IN COLOR.
 NH1304'THE MONOGRAM HIGHWAY TRAILER CO IS ON THE NORTH AND SOUTH
 NH1304'SIDES OF THE TANK.  TOTAL HEIGHT IS 105 FEET.
 NH1304'
 NH1304'IT IS LOCATED IN THE EAST PART OF TOWN AT 415 EAST FULTON
 NH1304'STREET.
 NH1304
 NH1304                          STATION RECOVERY (1995)
 NH1304
 NH1304'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1304'RECOVERED IN GOOD CONDITION.
 NH1304
 NH1304                          STATION RECOVERY (2001)
 NH1304
 NH1304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1304'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH1304
 NH1304                          STATION RECOVERY (2004)
 NH1304
 NH1304'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 NH1304'RECOVERED IN POOR CONDITION.  ADD-- THE STATION IS ABOUT 0.1 MILE
 NH1304'SOUTH OF FULTON STREET AND 0.1 MI WEST OF HIGHWAY STREET,  THE COMPANT
 NH1304'AT 415 EAST FULTON STREET HAS BUILT NEW BUILDINGS AND IS NAMED
 NH1304'-COEXTRUDED PLASTIC TECHNOLOGIES INC--.  NOTE-- THE TANK IS RUSTY AND
 NH1304'NOT WELL MAINTAINED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1305 ***********************************************************************
 NH1305  DESIGNATION -  EDGERTON MUNICIPAL STANDPIPE
 NH1305  PID         -  NH1305
 NH1305  STATE/COUNTY-  WI/ROCK
 NH1305  USGS QUAD   -  EDGERTON (1971)
 NH1305
 NH1305                         *CURRENT SURVEY CONTROL
 NH1305  ___________________________________________________________________
 NH1305* NAD 83(1991)-  42 49 44.96149(N)    089 04 09.11112(W)     ADJUSTED  
 NH1305* NAVD 88     -                                                        
 NH1305  ___________________________________________________________________
 NH1305  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 NH1305  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 NH1305
 NH1305  HORZ ORDER  -  THIRD
 NH1305
 NH1305.The horizontal coordinates were established by classical geodetic methods
 NH1305.and adjusted by the National Geodetic Survey in November 1991..
 NH1305
 NH1305
 NH1305.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1305
 NH1305.The geoid height was determined by GEOID03.
 NH1305
 NH1305;                    North         East     Units Scale Factor Converg.
 NH1305;SPC WI S     -    92,536.632   676,105.531   MT  0.99998206   +0 38 22.4
 NH1305;SPC WI S     -   303,597.27  2,218,189.56   sFT  0.99998206   +0 38 22.4
 NH1305;UTM  16      - 4,743,919.725   330,873.750   MT  0.99995191   -1 24 25.2
 NH1305
 NH1305                          SUPERSEDED SURVEY CONTROL
 NH1305
 NH1305  NAD 83(1986)-  42 49 44.95374(N)    089 04 09.11477(W) AD(       ) 4
 NH1305  NAD 27      -  42 49 44.92900(N)    089 04 08.70900(W) AD(       ) 3
 NH1305
 NH1305.Superseded values are not recommended for survey control.
 NH1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1305.See file dsdata.txt to determine how the superseded data were derived.
 NH1305
 NH1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3087443920(NAD 83)
 NH1305_MARKER: 52 = STANDPIPE TANK
 NH1305
 NH1305  HISTORY     - Date     Condition        Report By
 NH1305  HISTORY     - 1957     FIRST OBSERVED   CGS
 NH1305  HISTORY     - 19950821 MARK NOT FOUND   USPSQD
 NH1305  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH1305  HISTORY     - 20040411 MARK NOT FOUND   USPSQD
 NH1305
 NH1305                          STATION DESCRIPTION
 NH1305
 NH1305'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1305'THE STATION IS THE FINIAL AT THE APEX OF THE STANDPIPE IN
 NH1305'EDGERTON, WISCONSIN.  IT HAS A CONCRETE FOUNDATION AND A CAPACITY
 NH1305'OF 30,000 GALLONS.  IT IS PAINTED ALUMINUM AND THE LEGEND
 NH1305'EDGERTON IS PAINTED VERTICALLY IN BLACK LETTERS ON THE WEST
 NH1305'SIDE.  TOTAL HEIGHT IS 84 FEET.
 NH1305'
 NH1305'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 51 AND 59, GO
 NH1305'SOUTH ON 51 (MAIN STREET) FOR 0.40 MILES TO GRAVELED DEAD END
 NH1305'STREET.  TURN LEFT ON GRAVELED STREET AND GO 0.10 MILES TO
 NH1305'TRACK ROAD LEFT, TURN LEFT ON TRACK ROAD AND GO NORTH AND
 NH1305'EAST 0.10 MILE TO END OF ROAD AND THE STATION.
 NH1305
 NH1305                          STATION RECOVERY (1995)
 NH1305
 NH1305'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1305'MARK NOT FOUND.
 NH1305
 NH1305                          STATION RECOVERY (2001)
 NH1305
 NH1305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1305'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH1305
 NH1305                          STATION RECOVERY (2004)
 NH1305
 NH1305'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 NH1305'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AH8955 ***********************************************************************
 AH8955  DESIGNATION -  EDGEWOOD SCHOOL
 AH8955  PID         -  AH8955
 AH8955  STATE/COUNTY-  WI/BARRON
 AH8955  USGS QUAD   -  HAUGEN (1982)
 AH8955
 AH8955                         *CURRENT SURVEY CONTROL
 AH8955  ___________________________________________________________________
 AH8955* NAD 83(1997)-  45 34 03.29462(N)    091 51 28.58891(W)     ADJUSTED  
 AH8955* NAVD 88     -       418.4    (meters)    1373.     (feet)  GPS OBS   
 AH8955  ___________________________________________________________________
 AH8955  X           -    -145,022.674 (meters)                     COMP
 AH8955  Y           -  -4,470,687.121 (meters)                     COMP
 AH8955  Z           -   4,532,008.101 (meters)                     COMP
 AH8955  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 AH8955  ELLIP HEIGHT-         388.46  (meters)          (06/17/02) GPS OBS
 AH8955  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 AH8955
 AH8955  HORZ ORDER  -  FIRST
 AH8955  ELLP ORDER  -  SECOND    CLASS I
 AH8955
 AH8955.The horizontal coordinates were established by GPS observations
 AH8955.and adjusted by the National Geodetic Survey in June 2002..
 AH8955
 AH8955.The orthometric height was determined by GPS observations and a
 AH8955.high-resolution geoid model.
 AH8955
 AH8955.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8955
 AH8955.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8955
 AH8955.The ellipsoidal height was determined by GPS observations
 AH8955.and is referenced to NAD 83.
 AH8955
 AH8955.The geoid height was determined by GEOID03.
 AH8955
 AH8955;                    North         East     Units Scale Factor Converg.
 AH8955;SPC WI C     -   194,375.945   454,971.411   MT  1.00001357   -1 18 39.3
 AH8955;SPC WI C     -   637,715.08  1,492,685.37   sFT  1.00001357   -1 18 39.3
 AH8955;UTM  15      - 5,046,638.969   589,118.474   MT  0.99969764   +0 48 56.1
 AH8955
 AH8955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8955!SPC WI C     -   0.99993910  x   1.00001357  =   0.99995267
 AH8955!UTM  15      -   0.99993910  x   0.99969764  =   0.99963676
 AH8955
 AH8955                          SUPERSEDED SURVEY CONTROL
 AH8955
 AH8955  NAD 83(1991)-  45 34 03.29414(N)    091 51 28.58759(W) AD(       ) 1
 AH8955  ELLIP H (05/04/99)  388.47   (m)                       GP(       ) 2 1
 AH8955
 AH8955.Superseded values are not recommended for survey control.
 AH8955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8955.See file dsdata.txt to determine how the superseded data were derived.
 AH8955
 AH8955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL8911846639(NAD 83)
 AH8955_MARKER: I = METAL ROD
 AH8955_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 AH8955_STAMPING: EDGEWOOD SCHOOL 1998
 AH8955_MARK LOGO: WI-005
 AH8955_PROJECTION: FLUSH
 AH8955_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AH8955_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH8955+STABILITY: POSITION/ELEVATION WELL
 AH8955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8955+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2005
 AH8955_ROD/PIPE-DEPTH:  4.6 meters
 AH8955_SLEEVE-DEPTH  :  0.9 meters
 AH8955
 AH8955  HISTORY     - Date     Condition        Report By
 AH8955  HISTORY     - 1998     MONUMENTED       WI-005
 AH8955  HISTORY     - 20050926 GOOD             WIDT
 AH8955
 AH8955                          STATION DESCRIPTION
 AH8955
 AH8955'DESCRIBED BY BARRON COUNTY WISCONSIN 1998 (MFN)
 AH8955'STATION IS LOCATED 4.8 MI (7.7 KM) SW OF THE VILLAGE OF HAUGEN, 8.2 MI
 AH8955'(13.2 KM) NW OF THE CITY OF RICE LAKE IN THE SE 1/4 OF THE SW 1/4 OF
 AH8955'SEC 28, T36N, R12W, 4TH PRINCIPAL MERIDAIN, TOWN OF BEAR LAKE, BARRON
 AH8955'CO.  TO REACH THE STATION FROM THE CITY OF RICE LAKE FROM THE
 AH8955'INTERSECTION OF USH 53 AND STH 48, GO WEST ALONG STH 48 3.2 MI (5.1
 AH8955'KM) TO CTH V, TURN RIGHT ON CTH V AND GO NORTH ON CTH V 4.0 MI (6.4
 AH8955'KM) TO CTH B, TURN LEFT ON CTH B AND GO WEST ON CTH B 1.5 MI (2.4 KM)
 AH8955'TO 14 1/2 ST, CONTINUE WEST ON CTH B 49 FT (14.9 M) TO STATION ON THE
 AH8955'RIGHT.  LOCATED 49 FT (14.9 M) NORTH OF THE CENTERLINE OF CTH B, 1 FT
 AH8955'(0.3 M) SE OF WITNESS POST.  DESCRIBED BY BARRON COUNTY (CDF) .
 AH8955
 AH8955                          STATION RECOVERY (2005)
 AH8955
 AH8955'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AH8955'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M NORTH, 1.0 M
 AH8955'SOUTHEAST, AND 1.0 M SOUTHWEST OF THREE ORANGE 4X4 PLASTIC GUARD
 AH8955'POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4236 ***********************************************************************
 DG4236  DESIGNATION -  EDINA TAYLOR GPS
 DG4236  PID         -  DG4236
 DG4236  STATE/COUNTY-  WI/DANE
 DG4236  USGS QUAD   -  MADISON EAST (1983)
 DG4236
 DG4236                         *CURRENT SURVEY CONTROL
 DG4236  ___________________________________________________________________
 DG4236* NAD 83(1997)-  43 03 06.97277(N)    089 19 00.88670(W)     ADJUSTED  
 DG4236* NAVD 88     -       266.2    (meters)     873.     (feet)  GPS OBS   
 DG4236  ___________________________________________________________________
 DG4236  X           -      55,653.343 (meters)                     COMP
 DG4236  Y           -  -4,667,854.109 (meters)                     COMP
 DG4236  Z           -   4,331,878.103 (meters)                     COMP
 DG4236  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 DG4236  ELLIP HEIGHT-         231.94  (meters)          (01/28/04) GPS OBS
 DG4236  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 DG4236
 DG4236  HORZ ORDER  -  FIRST
 DG4236  ELLP ORDER  -  THIRD     CLASS II
 DG4236
 DG4236.The horizontal coordinates were established by GPS observations
 DG4236.and adjusted by the TERRASURV in January 2004..
 DG4236
 DG4236.The orthometric height was determined by GPS observations and a
 DG4236.high-resolution geoid model.
 DG4236
 DG4236.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4236
 DG4236.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4236
 DG4236.The ellipsoidal height was determined by GPS observations
 DG4236.and is referenced to NAD 83.
 DG4236
 DG4236.The geoid height was determined by GEOID03.
 DG4236
 DG4236;                    North         East     Units Scale Factor Converg.
 DG4236;SPC WI S     -   117,088.026   655,649.293   MT  0.99995103   +0 28 09.7
 DG4236;SPC WI S     -   384,146.30  2,151,076.06   sFT  0.99995103   +0 28 09.7
 DG4236;UTM  16      - 4,769,187.514   311,307.799   MT  1.00003802   -1 34 55.7
 DG4236
 DG4236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4236!SPC WI S     -   0.99996363  x   0.99995103  =   0.99991466
 DG4236!UTM  16      -   0.99996363  x   1.00003802  =   1.00000165
 DG4236
 DG4236                          SUPERSEDED SURVEY CONTROL
 DG4236
 DG4236.No superseded survey control is available for this station.
 DG4236
 DG4236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1130869188(NAD 83)
 DG4236_MARKER: F = FLANGE-ENCASED ROD
 DG4236_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG4236+WITH SETTING: INFORMATION.
 DG4236_STAMPING: EDINA TAYLOR GPS
 DG4236_MARK LOGO: AYRES 
 DG4236_PROJECTION: FLUSH
 DG4236_MAGNETIC: I = MARKER IS A STEEL ROD
 DG4236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4236+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 DG4236_ROD/PIPE-DEPTH:  2.4 meters
 DG4236_SLEEVE-DEPTH  :  0.9 meters
 DG4236
 DG4236  HISTORY     - Date     Condition        Report By
 DG4236  HISTORY     - 20021016 MONUMENTED       AYRES
 DG4236
 DG4236                          STATION DESCRIPTION
 DG4236
 DG4236'DESCRIBED BY AYRES ASSOCIATES 2002 (CMS)
 DG4236'TO REACH THE STATION FROM THE INTERSECTION US 12 AND 18 AND US 51,
 DG4236'TRAVEL NORTH ON
 DG4236'US 51 TO THE FIRST INTERSECTION (E. BROADWAY AVE). TRAVEL WEST ON E.
 DG4236'BROADWAY AVE FOR 0.8
 DG4236'KM (0.5 MI) TO THE INTERSECTION OF EDNA-TAYLOR PARKWAY. TRAVEL NORTH
 DG4236'ON EDNA-TAYLOR
 DG4236'PARKWAY TO THE INTERSECTION OF FEMRITE DRIVE AND THE ENTRANCE TO EDNA
 DG4236'TAYLOR PARK.
 DG4236'TRAVEL NORTH THROUGH THE ENTRANCE TO THE PARK AND THE STATION LOCATED
 DG4236'NORTH OF THE
 DG4236'PARKING AREA AND ALONG AN EAST-WEST FENCE LINE. STATION IS LOCATED
 DG4236'APPROXIMATELY 10.1
 DG4236'M (33 FT) EAST OF THE NORTHWEST CORNER OF A FENCE LINE FOR THE PARKING
 DG4236'AREA AND 2.1 M (7
 DG4236'FT) NORTH OF AN EAST-WEST FENCE LINE. STATION IS STAMPED EDINA-TAYLOR
 DG4236'GPS ON THE
 DG4236'ACCESS COVER.
 DG4236' 
 DG4236' 
 DG4236' 
 DG4236' 
 DG4236'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON1046 ***********************************************************************
 ON1046  DESIGNATION -  EDMUND
 ON1046  PID         -  ON1046
 ON1046  STATE/COUNTY-  WI/IOWA
 ON1046  USGS QUAD   -  HIGHLAND EAST (1983)
 ON1046
 ON1046                         *CURRENT SURVEY CONTROL
 ON1046  ___________________________________________________________________
 ON1046* NAD 83(1991)-  43 00 16.74894(N)    090 15 57.56008(W)     ADJUSTED  
 ON1046* NAVD 88     -       344.     (meters)    1129.     (feet)  SCALED    
 ON1046  ___________________________________________________________________
 ON1046  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 ON1046  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 ON1046
 ON1046  HORZ ORDER  -  SECOND
 ON1046
 ON1046.The horizontal coordinates were established by classical geodetic methods
 ON1046.and adjusted by the National Geodetic Survey in March 1999..
 ON1046
 ON1046.The orthometric height was scaled from a topographic map.
 ON1046
 ON1046.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1046
 ON1046.The geoid height was determined by GEOID03.
 ON1046
 ON1046;                    North         East     Units Scale Factor Converg.
 ON1046;SPC WI S     -   111,641.944   578,313.626   MT  0.99995636   -0 10 57.9
 ON1046;SPC WI S     -   366,278.61  1,897,350.62   sFT  0.99995636   -0 10 57.9
 ON1046;UTM  15      - 4,764,959.067   722,833.943   MT  1.00021090   +1 51 55.9
 ON1046
 ON1046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1046!SPC WI S     -   0.99995133  x   0.99995636  =   0.99990769
 ON1046!UTM  15      -   0.99995133  x   1.00021090  =   1.00016222
 ON1046
 ON1046:                Primary Azimuth Mark                     Grid Az
 ON1046:SPC WI S     -  EDMUND AZ MK                             001 34 04.7
 ON1046:UTM  15      -  EDMUND AZ MK                             359 31 10.9
 ON1046
 ON1046|---------------------------------------------------------------------|
 ON1046| PID    Reference Object                     Distance      Geod. Az  |
 ON1046|                                                           dddmmss.s |
 ON1046| CI8585 EDMUND AZ MK                                       0012306.8 |
 ON1046| CI8586 EDMUND RM 1                          13.667 METERS 09441     |
 ON1046| NJ0852 EDMUND CO HOSP AND HOME TANK        APPROX. 6.1 KM 1491911.6 |
 ON1046| CI8587 EDMUND RM 2                          10.712 METERS 18109     |
 ON1046| ON1049 HIGHLAND RAD STA WHHI FM TOWER      APPROX. 9.7 KM 3000802.3 |
 ON1046|---------------------------------------------------------------------|
 ON1046
 ON1046                          SUPERSEDED SURVEY CONTROL
 ON1046
 ON1046  NAD 83(1991)-  43 00 16.74844(N)    090 15 57.55941(W) AD(       ) 2
 ON1046  NAD 83(1986)-  43 00 16.74178(N)    090 15 57.56476(W) AD(       ) 2
 ON1046  NAD 27      -  43 00 16.76420(N)    090 15 57.12310(W) AD(       ) 2
 ON1046
 ON1046.Superseded values are not recommended for survey control.
 ON1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1046.See file dsdata.txt to determine how the superseded data were derived.
 ON1046
 ON1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH2283464959(NAD 83)
 ON1046_MARKER: DS = TRIANGULATION STATION DISK
 ON1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1046
 ON1046  HISTORY     - Date     Condition        Report By
 ON1046  HISTORY     - 1958     MONUMENTED       CGS
 ON1046
 ON1046                          STATION DESCRIPTION
 ON1046
 ON1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 ON1046'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTH OF EDMUND, ABOUT
 ON1046'8 MILES SOUTHEAST OF HIGHLAND AND ABOUT 4 MILES NORTHEAST OF
 ON1046'COBB AND IN THE SW 1/4 OF SEC. 9, T-6-N, R-2-E, AND IS ON THE
 ON1046'ROAD RIGHT OF WAY.  IT IS 21 FEET WEST OF THE CENTERLINE OF
 ON1046'A GRAVEL ROAD, 4 FEET SOUTH OF A WHITE WITNESS POST, 3 FEET
 ON1046'EAST OF A FENCE AND 4 FEET NORTHEAST OF A FENCE CORNER.  THE
 ON1046'MONUMENT IS FLUSH AND THE DISK IS STAMPED EDMUND 1958.
 ON1046'
 ON1046'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 39
 ON1046'AND 18 IN EDMUND, GO EAST ON STATE HIGHWAY 18 FOR 2.0 MILES
 ON1046'TO A T ROAD LEFT.  TURN LEFT, GO NORTH ON A GRAVEL ROAD FOR
 ON1046'2.6 MILES TO A T ROAD INTERSECTION.  TURN LEFT, GO WEST FOR
 ON1046'0.5 MILE TO A T ROAD RIGHT.  TURN RIGHT, GO NORTH FOR 0.05
 ON1046'MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 ON1046'
 ON1046'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 ON1046'GRAVEL ROAD FOR 0.4 MILE TO THE AZIMUTH MARK AS DESCRIBED.
 ON1046'
 ON1046'REFERENCE MARK 1 IS 1 FOOT WEST OF A WIRE FENCE, 22 FEET EAST
 ON1046'OF THE CENTERLINE OF A GRAVEL ROAD, AND 43 FEET EAST OF A
 ON1046'WHITE WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK
 ON1046'IS STAMPED EDMUND NO 1 1958.
 ON1046'
 ON1046'REFERENCE MARK 2 IS 1 FOOT EAST OF A WIRE FENCE, 20 FEET WEST
 ON1046'OF THE CENTERLINE OF A GRAVEL ROAD AND 39 FEET SOUTH OF A WHITE
 ON1046'WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK
 ON1046'IS STAMPED EDMUND NO 2 1958.
 ON1046'
 ON1046'THE AZIMUTH MARK IS 1 FOOT WEST OF A WIRE FENCE, 21 FEET EAST
 ON1046'OF THE CENTERLINE OF A GRAVEL ROAD AND 10 FEET NORTH OF THE
 ON1046'CENTERLINE OF A FIELD DRIVEWAY.  THE MONUMENT PROJECTS 2 INCHES
 ON1046'AND THE DISK IS STAMPED EDMUND 1958.
 ON1046'
 ON1046'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0852 ***********************************************************************
 NJ0852  DESIGNATION -  EDMUND CO HOSP AND HOME TANK
 NJ0852  PID         -  NJ0852
 NJ0852  STATE/COUNTY-  WI/IOWA
 NJ0852  USGS QUAD   -  DODGEVILLE (1980)
 NJ0852
 NJ0852                         *CURRENT SURVEY CONTROL
 NJ0852  ___________________________________________________________________
 NJ0852* NAD 83(1991)-  42 57 27.18238(N)    090 13 40.61178(W)     ADJUSTED  
 NJ0852* NAVD 88     -                                                        
 NJ0852  ___________________________________________________________________
 NJ0852  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 NJ0852  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 NJ0852
 NJ0852  HORZ ORDER  -  THIRD
 NJ0852
 NJ0852.The horizontal coordinates were established by classical geodetic methods
 NJ0852.and adjusted by the National Geodetic Survey in October 1999..
 NJ0852
 NJ0852
 NJ0852.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0852
 NJ0852.The geoid height was determined by GEOID03.
 NJ0852
 NJ0852;                    North         East     Units Scale Factor Converg.
 NJ0852;SPC WI S     -   106,400.338   581,400.856   MT  0.99996235   -0 09 23.8
 NJ0852;SPC WI S     -   349,081.78  1,907,479.31   sFT  0.99996235   -0 09 23.8
 NJ0852;UTM  15      - 4,759,829.764   726,107.315   MT  1.00022899   +1 53 23.4
 NJ0852
 NJ0852                          SUPERSEDED SURVEY CONTROL
 NJ0852
 NJ0852  NAD 83(1991)-  42 57 27.18227(N)    090 13 40.61084(W) AD(       ) 4
 NJ0852  NAD 83(1986)-  42 57 27.17576(N)    090 13 40.61656(W) AD(       ) 4
 NJ0852  NAD 27      -  42 57 27.19000(N)    090 13 40.18100(W) AD(       ) 3
 NJ0852
 NJ0852.Superseded values are not recommended for survey control.
 NJ0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0852.See file dsdata.txt to determine how the superseded data were derived.
 NJ0852
 NJ0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH2610759830(NAD 83)
 NJ0852_MARKER: 53 = ELEVATED TANK
 NJ0852
 NJ0852  HISTORY     - Date     Condition        Report By
 NJ0852  HISTORY     - 1958     FIRST OBSERVED   CGS
 NJ0852  HISTORY     - 20030727 GOOD             USPSQD
 NJ0852
 NJ0852                          STATION DESCRIPTION
 NJ0852
 NJ0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 NJ0852'THE STATION IS THE CENTER OF THE TOP OF THE TANK.  THE TANK
 NJ0852'IS A FOUR LEGGED STEEL STRUCTURE PAINTED SILVER, WITH AN
 NJ0852'OVERALL HEIGHT OF ABOUT 80 FEET.
 NJ0852'
 NJ0852'THE TANK IS LOCATED ABOUT 1 MILE SOUTHEAST OF EDMUND, ON
 NJ0852'THE GROUNDS OF THE IOWA COUNTY HOSPITAL AND HOME.
 NJ0852
 NJ0852                          STATION RECOVERY (2003)
 NJ0852
 NJ0852'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 NJ0852'RECOVERED IN GOOD CONDITION.  TO REACH THE STATION FROM THE JUNCTION
 NJ0852'OF HIGHWAYS 23 AND 18 IN NORTHERN DODGEVILLE, GO WEST ON HIGHWAY 18
 NJ0852'FOR 4.5 MILES TO COUNTY HIGHWAY CH HEADING SOUTH.  TURN LEFT (SOUTH)
 NJ0852'AND GO 0.7 MILE ON CTH CH TO WHERE IT TURNS EAST AND JUNCTIONS WITH
 NJ0852'COUNTRY FARM ROAD FROM THE WEST.
 NJ0852'THE STATION IS AT THE BLOOMFIELD MANOR NURSING HOME SOUTHWEST OF THE
 NJ0852'JUNCTION OF CTH CH AND COUNTRY FARM ROAD, WEST OF THE WESTERN MOST
 NJ0852'DRIVEWAY LEADING TO THE FARM BUILDINGS FROM COUNTRY FARM ROAD AND
 NJ0852'NORTHWEST OF THE FARM BUILDINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0525 ***********************************************************************
 PO0525  DESIGNATION -  EDNA
 PO0525  PID         -  PO0525
 PO0525  STATE/COUNTY-  WI/WOOD
 PO0525  USGS QUAD   -  MARSHFIELD (1979)
 PO0525
 PO0525                         *CURRENT SURVEY CONTROL
 PO0525  ___________________________________________________________________
 PO0525* NAD 83(1991)-  44 40 17.16447(N)    090 11 05.94146(W)     ADJUSTED  
 PO0525* NAVD 88     -       399.     (meters)    1309.     (feet)  SCALED    
 PO0525  ___________________________________________________________________
 PO0525  LAPLACE CORR-          -5.99  (seconds)                    DEFLEC99
 PO0525  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 PO0525
 PO0525  HORZ ORDER  -  FIRST
 PO0525
 PO0525.The horizontal coordinates were established by classical geodetic methods
 PO0525.and adjusted by the National Geodetic Survey in November 1991..
 PO0525
 PO0525.The orthometric height was scaled from a topographic map.
 PO0525
 PO0525.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0525
 PO0525.The geoid height was determined by GEOID03.
 PO0525
 PO0525;                    North         East     Units Scale Factor Converg.
 PO0525;SPC WI C     -    93,144.922   585,332.289   MT  0.99994706   -0 07 49.9
 PO0525;SPC WI C     -   305,592.96  1,920,377.68   sFT  0.99994706   -0 07 49.9
 PO0525;UTM  15      - 4,950,307.200   723,131.844   MT  1.00021229   +1 58 47.6
 PO0525
 PO0525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0525!SPC WI C     -   0.99994277  x   0.99994706  =   0.99988983
 PO0525!UTM  15      -   0.99994277  x   1.00021229  =   1.00015504
 PO0525
 PO0525|---------------------------------------------------------------------|
 PO0525| PID    Reference Object                     Distance      Geod. Az  |
 PO0525|                                                           dddmmss.s |
 PO0525| CJ4898 EDNA RM                              13.111 METERS 12927     |
 PO0525| PO0528 LARIS                               APPROX. 0.6 KM 3220925.6 |
 PO0525|---------------------------------------------------------------------|
 PO0525
 PO0525                          SUPERSEDED SURVEY CONTROL
 PO0525
 PO0525  NAD 83(1986)-  44 40 17.16133(N)    090 11 05.94681(W) AD(       ) 1
 PO0525  NAD 27      -  44 40 17.28200(N)    090 11 05.47000(W) AD(       ) 1
 PO0525
 PO0525.Superseded values are not recommended for survey control.
 PO0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0525.See file dsdata.txt to determine how the superseded data were derived.
 PO0525
 PO0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK2313250307(NAD 83)
 PO0525_MARKER: DS = TRIANGULATION STATION DISK
 PO0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0525
 PO0525  HISTORY     - Date     Condition        Report By
 PO0525  HISTORY     - 1921     MONUMENTED       CGS
 PO0525  HISTORY     - 1930     GOOD             CGS
 PO0525  HISTORY     - 1934     GOOD             CGS
 PO0525  HISTORY     - 1943     GOOD             CGS
 PO0525  HISTORY     - 1970     GOOD             WIDT
 PO0525  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 PO0525
 PO0525                          STATION DESCRIPTION
 PO0525
 PO0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 PO0525'STATION IS LOCATED ABOUT 5/8 MILE N OF THE DEPOT OF THE
 PO0525'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY AT MARSHFIELD,
 PO0525'ON THE EXTENSION OF THE E RAIL FROM THE S AT THE FIRST CURVE N
 PO0525'OF MARSHFIELD, 1.3 METERS E OF W RIGHT-OF-WAY FENCE AND 20.975
 PO0525'METERS (68.83 FEET) W OF W RAIL OF THE SOO LINE (SUPERIOR
 PO0525'DIVISION).  REFERENCE MARK IS ON THE SAME SIDE OF THE TRACK.
 PO0525'
 PO0525'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 PO0525'DISKS SET IN SQUARE CONCRETE POSTS.
 PO0525
 PO0525                          STATION RECOVERY (1930)
 PO0525
 PO0525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PO0525'THE MARK FOUND AS DESCRIBED IN GOOD CONDITION.  THE DESCRIPTION
 PO0525'IS ADEQUATE.
 PO0525
 PO0525                          STATION RECOVERY (1934)
 PO0525
 PO0525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WM)
 PO0525'STATION FOUND AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
 PO0525
 PO0525                          STATION RECOVERY (1943)
 PO0525
 PO0525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RJB)
 PO0525'STATION AND REFERENCE MARK FOUND AS DESCRIBED AND IN GOOD
 PO0525'CONDITION.  DESCRIPTION IS ADEQUATE.
 PO0525'
 PO0525'PART OF TOP OF POST OF REFERENCE MARK IS BROKEN OFF, BUT
 PO0525'DISK IS FIRM IN ORIGINALLY ESTABLISHED POSITION.
 PO0525
 PO0525                          STATION RECOVERY (1970)
 PO0525
 PO0525'RECOVERY NOTE BY WI DEPT OF TRANSP 1970 (ELH)
 PO0525'DESCRIPTION ADEQUATE, STATION AND REFERENCE MARK FOUND AS
 PO0525'DESCRIBED IN GOOD CONDITION.
 PO0525
 PO0525                          STATION RECOVERY (2004)
 PO0525
 PO0525'RECOVERY NOTE BY US POWER SQUADRON 2004 (DS)
 PO0525'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1123 ***********************************************************************
 PN1123  DESIGNATION -  EDWARD 1926
 PN1123  PID         -  PN1123
 PN1123  STATE/COUNTY-  WI/WOOD
 PN1123  USGS QUAD   -  WISCONSIN RAPIDS SOUTH (1984)
 PN1123
 PN1123                         *CURRENT SURVEY CONTROL
 PN1123  ___________________________________________________________________
 PN1123* NAD 83(1991)-  44 20 25.75352(N)    089 51 52.18667(W)     ADJUSTED  
 PN1123* NAVD 88     -       294.     (meters)     965.     (feet)  SCALED    
 PN1123  ___________________________________________________________________
 PN1123  LAPLACE CORR-          -5.44  (seconds)                    DEFLEC99
 PN1123  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 PN1123
 PN1123  HORZ ORDER  -  FIRST
 PN1123
 PN1123.The horizontal coordinates were established by classical geodetic methods
 PN1123.and adjusted by the National Geodetic Survey in November 1991..
 PN1123
 PN1123.The orthometric height was scaled from a topographic map.
 PN1123
 PN1123.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1123
 PN1123.The geoid height was determined by GEOID03.
 PN1123
 PN1123;                    North         East     Units Scale Factor Converg.
 PN1123;SPC WI C     -    56,363.011   610,805.714   MT  0.99998412   +0 05 44.2
 PN1123;SPC WI C     -   184,917.65  2,003,951.75   sFT  0.99998412   +0 05 44.2
 PN1123;SPC WI S     -   260,030.196   610,806.611   MT  1.00006715   +0 05 35.2
 PN1123;SPC WI S     -   853,115.73  2,003,954.69   sFT  1.00006715   +0 05 35.2
 PN1123;UTM  16      - 4,913,682.255   271,656.674   MT  1.00024128   -2 00 10.5
 PN1123
 PN1123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1123!SPC WI C     -   0.99995942  x   0.99998412  =   0.99994354
 PN1123!SPC WI S     -   0.99995942  x   1.00006715  =   1.00002656
 PN1123!UTM  16      -   0.99995942  x   1.00024128  =   1.00020069
 PN1123
 PN1123                          SUPERSEDED SURVEY CONTROL
 PN1123
 PN1123  NAD 83(1986)-  44 20 25.75063(N)    089 51 52.19393(W) AD(       ) 1
 PN1123  NAD 27      -  44 20 25.87902(N)    089 51 51.75080(W) AD(       ) 1
 PN1123
 PN1123.Superseded values are not recommended for survey control.
 PN1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1123.See file dsdata.txt to determine how the superseded data were derived.
 PN1123
 PN1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7165713682(NAD 83)
 PN1123_MARKER: DS = TRIANGULATION STATION DISK
 PN1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1123_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PN1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1123+STABILITY: SURFACE MOTION
 PN1123
 PN1123  HISTORY     - Date     Condition        Report By
 PN1123  HISTORY     - 1926     MONUMENTED       CGS
 PN1123  HISTORY     - 1930     GOOD             CGS
 PN1123  HISTORY     - 1949     MARK NOT FOUND   LOCENG
 PN1123  HISTORY     - 1976     MARK NOT FOUND   LOCENG
 PN1123
 PN1123                          STATION DESCRIPTION
 PN1123
 PN1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PN1123'STATION IS LOCATED AT PORT EDWARDS, ABOUT 300 METERS S OF
 PN1123'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD ON POINT
 PN1123'OF INTERSECTION OF E RAIL FROM THE N AND N RAIL FROM THE
 PN1123'W, ABOUT 30 FEET S OF FENCE LINE ALONG SLIGHTLY USED ROAD,
 PN1123'IN PASTURE LOT.
 PN1123'
 PN1123'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS
 PN1123'SET IN CONCRETE.
 PN1123
 PN1123                          STATION RECOVERY (1930)
 PN1123
 PN1123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PN1123'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 PN1123'ADEQUATE.
 PN1123
 PN1123                          STATION RECOVERY (1949)
 PN1123
 PN1123'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1949 (HWS)
 PN1123'LETTER OF MR. H.W. SANDS, VILLAGE ENGINEER, PORT EDWARDS
 PN1123'WATER UTILITY, PORT EDWARDS, WISCONSIN, DATED 5/19/49--
 PN1123'
 PN1123'THE TRAVERSE STATION HAS BEEN DISPLACED FROM ITS ORIGINAL
 PN1123'POSITION.  FROM INFORMATION AVAILABLE, IT APPEARS THAT THE
 PN1123'BASEBALL FIELD WAS PLOWED FOR VICTORY GARDENS DURING THE
 PN1123'WAR AND WAS DISPLACED DURING PLOWING.
 PN1123'
 PN1123'TRAVERSE STATION DISK STAMPED EDWARD 1926 WAS RECEIVED
 PN1123'AT THIS OFFICE 5/31/49.
 PN1123
 PN1123                          STATION RECOVERY (1976)
 PN1123
 PN1123'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (LLL)
 PN1123'CAN NOT FIND THIS MONUMENT.  SEND ANY TIES YOU MAY HAVE AVAILABLE,
 PN1123'OR ANY SUPPLEMENTAL INFORMATION AT ONCE.  CAN FIND NO TRACE
 PN1123'OF MONUMENT.  IS NOW ON A BALL DIAMOND WHICH IS TO BE MOVED
 PN1123'AND A BUILDING CONSTRUCTED THEREON.  NEED TIES TO LOCATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0067 ***********************************************************************
 OM0067  DESIGNATION -  EE 86
 OM0067  PID         -  OM0067
 OM0067  STATE/COUNTY-  WI/WASHINGTON
 OM0067  USGS QUAD   -  JACKSON (1994)
 OM0067
 OM0067                         *CURRENT SURVEY CONTROL
 OM0067  ___________________________________________________________________
 OM0067* NAD 83(1986)-  43 18 08.     (N)    088 13 59.     (W)     SCALED    
 OM0067* NAVD 88     -       305.401  (meters)    1001.97   (feet)  ADJUSTED  
 OM0067  ___________________________________________________________________
 OM0067  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 OM0067  DYNAMIC HT  -         305.326 (meters)    1001.72  (feet)  COMP
 OM0067  MODELED GRAV-     980,365.8   (mgal)                       NAVD 88
 OM0067
 OM0067  VERT ORDER  -  SECOND    CLASS I
 OM0067
 OM0067.The horizontal coordinates were scaled from a topographic map and have
 OM0067.an estimated accuracy of +/- 6 seconds.
 OM0067
 OM0067.The orthometric height was determined by differential leveling
 OM0067.and adjusted by the National Geodetic Survey in October 2000..
 OM0067
 OM0067.The geoid height was determined by GEOID03.
 OM0067
 OM0067.The dynamic height is computed by dividing the NAVD 88
 OM0067.geopotential number by the normal gravity value computed on the
 OM0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0067.degrees latitude (g = 980.6199 gals.).
 OM0067
 OM0067.The modeled gravity was interpolated from observed gravity values.
 OM0067
 OM0067;                    North         East    Units  Estimated Accuracy
 OM0067;SPC WI S     -   146,180.      743,350.      MT  (+/- 180 meters Scaled)
 OM0067
 OM0067                          SUPERSEDED SURVEY CONTROL
 OM0067
 OM0067  NAVD 88 (06/15/91)  305.330  (m)         1001.74   (f) UNKNOWN     2 0
 OM0067  NGVD 29 (??/??/92)  305.389  (m)         1001.93   (f) ADJ UNCH    2 0
 OM0067
 OM0067.Superseded values are not recommended for survey control.
 OM0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0067.See file dsdata.txt to determine how the superseded data were derived.
 OM0067
 OM0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN999951(NAD 83)
 OM0067_MARKER: DB = BENCH MARK DISK
 OM0067_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OM0067_SP_SET: BOX CULVERT
 OM0067_STAMPING: EE 86 1934
 OM0067_MARK LOGO: CGS   
 OM0067_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM0067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0067_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0067+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2003
 OM0067
 OM0067  HISTORY     - Date     Condition        Report By
 OM0067  HISTORY     - 1934     MONUMENTED       CGS
 OM0067  HISTORY     - 19980622 GOOD             WIDT
 OM0067  HISTORY     - 20031109 GOOD             USPSQD
 OM0067
 OM0067                          STATION DESCRIPTION
 OM0067
 OM0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0067'4.3 MI SE FROM SLINGER.
 OM0067'4.3 MILES SOUTHEAST OF ALONG THE CHICAGO, MILWAUKEE, ST PAUL
 OM0067'AND PACIFIC RAILROAD AT MILEPOST 114.  SET IN THE WEST END OF THE
 OM0067'SOUTH HEADWALL OF 3 FOOT BY 4 FOOT CONCRETE BOX CULVERT UNDER
 OM0067'THE HIGHWAY, 45 FEET NORTH OF THE CENTER LINE OF THE TRACK,
 OM0067'22 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 3.5 FEET BELOW
 OM0067'THE RAIL LEVEL.
 OM0067
 OM0067                          STATION RECOVERY (1998)
 OM0067
 OM0067'RECOVERY NOTE BY WI DEPT OF TRANSP 1998 (GRS)
 OM0067'THE STATION IS LOCATED APPROXIMATELY 56.3 KM (35.00 MI)
 OM0067'SOUTH-SOUTHEAST OF FOND DU LAC, 53.1 KM (33.00 MI) SOUTHEAST OF BEAVER
 OM0067'DAM, AND 16.1 KM (10.00 MI) SOUTH OF WEST BEND IN A CONCRETE BOX
 OM0067'CULVERT UNDER STATE HIGHWAY 175.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 OM0067'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 OM0067'HIGHWAY 167 (HOLY HILL ROAD) WITH HIGHWAY 175 0.6 KM (0.35 MI) SOUTH
 OM0067'OF THE COMMUNITY OF RICHFIELD, GO NORTHWEST AND WEST 6.68 KM (4.15 MI)
 OM0067'ON HIGHWAY 175 TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 OM0067'CGS BENCH MARK DISK STAMPED --EE 86 1934-- AND SET IN THE TOP OF THE
 OM0067'WEST CORNER OF THE SOUTH END OF A 1.4 M (4.6 FT) BY 1.7 M (5.6 FT) BOX
 OM0067'CULVERT APPROXIMATELY 1 M (3.3 FT) BELOW THE RAIL.  THE STATION IS 6.5
 OM0067'M (21.3 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 14.7 M
 OM0067'(48.2 FT) NORTH OF THE NORTH RAIL, 11.7 M (38.4 FT) NORTHEAST OF A
 OM0067'GREEN METAL POST WITH MILE SIGN 114, AND 0.7 M (2.3 FT) EAST OF AN
 OM0067'ORANGE FIBERGLASS WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 OM0067'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT
 OM0067'FOR A TREE EAST OF THE STATION EXTENDING TO 20 DEGREES ABOVE THE
 OM0067'HORIZON AND A UTILITY POLE NORTHEAST OF THE STATION EXTENDING TO 20
 OM0067'DEGREES ABOVE THE HORIZON.
 OM0067
 OM0067                          STATION RECOVERY (2003)
 OM0067
 OM0067'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0067'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 183 FEET
 OM0067'SOUTH OF THE EXTENDED CENTERLINE OF THE DRIVEWAY TO THE RESIDENCE AT
 OM0067'--3118-- AND 4 FEET WEST OF THE METAL GUARD RAIL ON THE WEST SIDE OF
 OM0067'HIGHWAY 175.  NOTE-- THE CULVERT IS UNDER HIGHWAY 175.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0862 ***********************************************************************
 RM0862  DESIGNATION -  EINO
 RM0862  PID         -  RM0862
 RM0862  STATE/COUNTY-  WI/BAYFIELD
 RM0862  USGS QUAD   -  BRULE (1984)
 RM0862
 RM0862                         *CURRENT SURVEY CONTROL
 RM0862  ___________________________________________________________________
 RM0862* NAD 83(1991)-  46 36 21.22745(N)    091 31 26.39125(W)     ADJUSTED  
 RM0862* NAVD 88     -       382.     (meters)    1253.     (feet)  SCALED    
 RM0862  ___________________________________________________________________
 RM0862  LAPLACE CORR-         -14.23  (seconds)                    DEFLEC99
 RM0862  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 RM0862
 RM0862  HORZ ORDER  -  SECOND
 RM0862
 RM0862.The horizontal coordinates were established by classical geodetic methods
 RM0862.and adjusted by the National Geodetic Survey in March 1999..
 RM0862
 RM0862.The orthometric height was scaled from a topographic map.
 RM0862
 RM0862.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0862
 RM0862.The geoid height was determined by GEOID03.
 RM0862
 RM0862;                    North         East     Units Scale Factor Converg.
 RM0862;SPC WI N     -   161,086.539   483,251.451   MT  0.99997457   -1 05 57.7
 RM0862;SPC WI N     -   528,498.09  1,585,467.47   sFT  0.99997457   -1 05 57.7
 RM0862;UTM  15      - 5,162,428.416   613,035.695   MT  0.99975705   +1 04 21.5
 RM0862
 RM0862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0862!SPC WI N     -   0.99994468  x   0.99997457  =   0.99991926
 RM0862!UTM  15      -   0.99994468  x   0.99975705  =   0.99970175
 RM0862
 RM0862:                Primary Azimuth Mark                     Grid Az
 RM0862:SPC WI N     -  EINO AZ MK                               048 46 35.1
 RM0862:UTM  15      -  EINO AZ MK                               046 36 15.9
 RM0862
 RM0862|---------------------------------------------------------------------|
 RM0862| PID    Reference Object                     Distance      Geod. Az  |
 RM0862|                                                           dddmmss.s |
 RM0862| CJ2467 EINO AZ MK                                         0474037.4 |
 RM0862| CJ2469 EINO RM 2                                          28534     |
 RM0862| CJ2468 EINO RM 1                                          32823     |
 RM0862|---------------------------------------------------------------------|
 RM0862
 RM0862                          SUPERSEDED SURVEY CONTROL
 RM0862
 RM0862  NAD 83(1991)-  46 36 21.22725(N)    091 31 26.39076(W) AD(       ) 2
 RM0862  NAD 83(1986)-  46 36 21.22124(N)    091 31 26.38961(W) AD(       ) 2
 RM0862  NAD 27      -  46 36 21.43600(N)    091 31 25.71500(W) AD(       ) 2
 RM0862
 RM0862.Superseded values are not recommended for survey control.
 RM0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0862.See file dsdata.txt to determine how the superseded data were derived.
 RM0862
 RM0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM1303662428(NAD 83)
 RM0862_MARKER: DS = TRIANGULATION STATION DISK
 RM0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0862
 RM0862  HISTORY     - Date     Condition        Report By
 RM0862  HISTORY     - 1953     MONUMENTED       CGS
 RM0862
 RM0862                          STATION DESCRIPTION
 RM0862
 RM0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 RM0862'STATION IS LOCATED ABOUT 5-1/2 MILES NORTHWEST OF IRON RIVER
 RM0862'AND 4-1/2 MILES NORTH NORTHEAST OF BRULE NEAR THE NORTH END OF
 RM0862'A LONG NORTH-SOUTH RIDGE.  STATION IS 27 FEET WEST OF A TRIANGLE
 RM0862'BLAZED TREE AND 7 FEET WEST OF A WITNESS POST.  THE MARK
 RM0862'PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED EINO 1953.
 RM0862'
 RM0862'REFERENCE MARK NO. 1 PROJECTS ABOUT 3 INCHES AND THE DISK IS
 RM0862'STAMPED EINO NO 1 1953.
 RM0862'
 RM0862'REFERENCE MARK NO. 2 PROJECTS ABOUT 5 INCHES AND THE DISK IS
 RM0862'STAMPED EINO NO 2 1953.
 RM0862'
 RM0862'AZIMUTH MARK IS 62 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 RM0862'DRIVEWAY, 22 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF
 RM0862'GRAVEL ROAD, 5 FEET WEST OF FENCE CORNER AND IN FENCELINE.
 RM0862'THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED EINO
 RM0862'1953.
 RM0862'
 RM0862'TO REACH FROM THE POST OFFICE IN IRON RIVER GO WEST ON U.S.
 RM0862'HIGHWAY 2 FOR 4.7 MILES TO A SIDE ROAD RIGHT AND SMALL LAKE ON
 RM0862'LEFT.  TURN RIGHT AND GO NORTH ON GRAVEL ROAD FOR 0.25 MILE
 RM0862'TO RAILROAD CROSSING.  CROSS TRACKS AND CONTINUE NORTH FOR
 RM0862'3.35 MILES TO CROSSROADS.  TURN LEFT AND GO WEST FOR 0.15 MILE
 RM0862'TO DRIVEWAY AND AZIMUTH MARK ON LEFT AS DESCRIBED.  CONTINUE
 RM0862'WEST FOR 0.35 MILE TO WIRE GATE IN FENCE CORNER ON LEFT.  TURN
 RM0862'LEFT THROUGH GATE AND GO SOUTH ALONG EAST SIDE OF FENCE ON
 RM0862'TRACK ROAD FOR 0.25 MILE TO ANOTHER WIRE GATE.  PASS THROUGH
 RM0862'GATE AND GO SOUTHWEST ACROSS CLEARED FIELD FOR 0.1 MILE TO
 RM0862'EDGE OF WOODS.  CONTINUE SOUTHWEST ON CLEARED ROAD FOR 0.1
 RM0862'MILE TO HIGHEST POINT AND STATION AS DESCRIBED.
 RM0862'
 RM0862'CONSIDERABLE CLEARING NECESSARY TO MAKE AZIMUTH MARK V.G.
 RM0862'
 RM0862'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5545 ***********************************************************************
 DH5545  DESIGNATION -  ELBA C GPS AZ MK
 DH5545  PID         -  DH5545
 DH5545  STATE/COUNTY-  WI/DODGE
 DH5545  USGS QUAD   -  ASTICO (1980)
 DH5545
 DH5545                         *CURRENT SURVEY CONTROL
 DH5545  ___________________________________________________________________
 DH5545* NAD 83(1997)-  43 19 27.01922(N)    088 56 58.07641(W)     ADJUSTED  
 DH5545* NAVD 88     -                                                        
 DH5545  ___________________________________________________________________
 DH5545  X           -      85,208.040 (meters)                     COMP
 DH5545  Y           -  -4,646,696.287 (meters)                     COMP
 DH5545  Z           -   4,353,922.282 (meters)                     COMP
 DH5545  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 DH5545  ELLIP HEIGHT-         220.14  (meters)          (08/01/05) GPS OBS
 DH5545  GEOID HEIGHT-         -34.96  (meters)                     GEOID03
 DH5545
 DH5545  HORZ ORDER  -  FIRST
 DH5545  ELLP ORDER  -  SECOND    CLASS I
 DH5545
 DH5545.The horizontal coordinates were established by GPS observations
 DH5545.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5545
 DH5545
 DH5545.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5545
 DH5545.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5545
 DH5545.The ellipsoidal height was determined by GPS observations
 DH5545.and is referenced to NAD 83.
 DH5545
 DH5545.The geoid height was determined by GEOID03.
 DH5545
 DH5545;                    North         East     Units Scale Factor Converg.
 DH5545;SPC WI S     -   147,639.336   685,201.953   MT  0.99993345   +0 43 18.6
 DH5545;SPC WI S     -   484,380.05  2,248,033.41   sFT  0.99993345   +0 43 18.6
 DH5545;UTM  16      - 4,798,659.924   341,938.326   MT  0.99990733   -1 20 16.3
 DH5545
 DH5545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5545!SPC WI S     -   0.99996548  x   0.99993345  =   0.99989893
 DH5545!UTM  16      -   0.99996548  x   0.99990733  =   0.99987281
 DH5545
 DH5545                          SUPERSEDED SURVEY CONTROL
 DH5545
 DH5545.No superseded survey control is available for this station.
 DH5545
 DH5545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4193898660(NAD 83)
 DH5545_MARKER: DZ = AZIMUTH MARK DISK
 DH5545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5545_STAMPING: ELBA C GPS AZ MK 1992
 DH5545_MARK LOGO: WI-027
 DH5545_PROJECTION: FLUSH
 DH5545_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5545+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH5545
 DH5545  HISTORY     - Date     Condition        Report By
 DH5545  HISTORY     - 1992     MONUMENTED       WI-027
 DH5545  HISTORY     - 20030807 GOOD             WIDT
 DH5545  HISTORY     - 20051228 GOOD             WIDT
 DH5545
 DH5545                          STATION DESCRIPTION
 DH5545
 DH5545'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5545'OWNERSHIP--DODGE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5545'STATE HIGHWAY  16 AND STATE HIGHWAY 60 WITH COUNTY HIGHWAY T ABOUT 4
 DH5545'MI EAST OF THE VILLAGE OF  COLUMBUS, GO SOUTHWEST ON COUNTY HIGHWAY T
 DH5545'FOR 0.5 MI TO THE STATION ON THE RIGHT.   THE STATION IS A BRONZE
 DH5545'DODGE COUNTY GEODEDIC CONTROL MARKER DISK SET IN THE TOP OF A  45-CM
 DH5545'DIAMETER CONCRETE POST ABOUT 0.5 M BELOW THE HIGHWAY PAVEMENT.  THE
 DH5545'STATION IS  9.3 M WEST-NORTHWEST OF THE CENTERLINE OF COUNTY HIGHWAY
 DH5545'T, 0.35 MI NORTHEAST OF  BASSETT STREET, 250 M NORTH OF A --SPEED ZONE
 DH5545'AHEAD 35-- SIGN AND 1.0 M SOUTH, EAST,  NORTHWEST OF THREE ORANGE 4X4
 DH5545'PLASTIC WITNESS POSTS. HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH5545'THAN 20 DEGREES ABOVE THE HORIZON.
 DH5545
 DH5545                          STATION RECOVERY (2005)
 DH5545
 DH5545'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5545'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1323 ***********************************************************************
 OM1323  DESIGNATION -  ELBA W GPS
 OM1323  PID         -  OM1323
 OM1323  STATE/COUNTY-  WI/DODGE
 OM1323  USGS QUAD   -  COLUMBUS (1980)
 OM1323
 OM1323                         *CURRENT SURVEY CONTROL
 OM1323  ___________________________________________________________________
 OM1323* NAD 83(1997)-  43 17 48.37823(N)    089 00 03.03443(W)     ADJUSTED  
 OM1323* NAVD 88     -       255.     (meters)     837.     (feet)  SCALED    
 OM1323  ___________________________________________________________________
 OM1323  X           -      81,077.725 (meters)                     COMP
 OM1323  Y           -  -4,648,859.067 (meters)                     COMP
 OM1323  Z           -   4,351,707.483 (meters)                     COMP
 OM1323  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 OM1323  ELLIP HEIGHT-         220.63  (meters)          (08/01/05) GPS OBS
 OM1323  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 OM1323  OBS GRAVITY -     980,358.5   (mgal)                       GRAV_OBS
 OM1323
 OM1323  HORZ ORDER  -  FIRST
 OM1323  ELLP ORDER  -  SECOND    CLASS I
 OM1323
 OM1323.The horizontal coordinates were established by GPS observations
 OM1323.and adjusted by the WI DEPT OF TRANSP in August 2005..
 OM1323
 OM1323.The orthometric height was scaled from a topographic map.
 OM1323
 OM1323.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1323
 OM1323.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1323
 OM1323.The ellipsoidal height was determined by GPS observations
 OM1323.and is referenced to NAD 83.
 OM1323
 OM1323.The geoid height was determined by GEOID03.
 OM1323.The observed gravity was obtained from relative gravimeter ties
 OM1323.to the IGSN71 gravity network.
 OM1323
 OM1323;                    North         East     Units Scale Factor Converg.
 OM1323;SPC WI S     -   144,544.407   681,071.760   MT  0.99993420   +0 41 11.5
 OM1323;SPC WI S     -   474,226.11  2,234,482.93   sFT  0.99993420   +0 41 11.5
 OM1323;UTM  16      - 4,795,715.462   337,699.663   MT  0.99992404   -1 22 20.8
 OM1323
 OM1323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1323!SPC WI S     -   0.99996540  x   0.99993420  =   0.99989960
 OM1323!UTM  16      -   0.99996540  x   0.99992404  =   0.99988945
 OM1323
 OM1323                          SUPERSEDED SURVEY CONTROL
 OM1323
 OM1323.No superseded survey control is available for this station.
 OM1323
 OM1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3770095715(NAD 83)
 OM1323_MARKER: DD = SURVEY DISK
 OM1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1323_SP_SET: CONCRETE POST
 OM1323_STAMPING: ELBA W GPS 1992
 OM1323_MARK LOGO: WI-027
 OM1323_PROJECTION: FLUSH
 OM1323_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM1323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1323+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2003
 OM1323
 OM1323  HISTORY     - Date     Condition        Report By
 OM1323  HISTORY     - 1992     MONUMENTED       WI-027
 OM1323  HISTORY     - 19931122 GOOD             WIDT
 OM1323  HISTORY     - 20030707 GOOD             WIDT
 OM1323
 OM1323                          STATION DESCRIPTION
 OM1323
 OM1323'DESCRIBED BY WI DEPT OF TRANSP 1993
 OM1323'STATION IS PART OF GRAVITY DENSIFICATION PROJECT, LOCATED IN WIDOT
 OM1323'DODGE COUNTY GRID REFERENCE M1, ABOUT 4.8 KM (3.00 MI)
 OM1323'SOUTH-SOUTHEAST OF COLUMBUS, IN THE NORTHWEST CORNER OF THE NORTHEAST
 OM1323'1/4 OF SECTION 31, T10N, R13E, ON HIGHWAY RIGHT-OF-WAY.  CONTACT
 OM1323'DODGE COUNTY SURVEYORS OFFICE CONCERNING STATION COORDINATES.
 OM1323'TO REACH THE STATION FROM THE INTERSECTION OF DUFFY ROAD AND JAHNKE
 OM1323'ROAD, GO NORTH ON JAHNKE ROAD FOR 0.24 KM (0.15 MI) TO THE STATION ON
 OM1323'THE RIGHT, A BRASS DISK IN TOP OF A 45 CM ROUND CONCRETE MONUMENT
 OM1323'FLUSH WITH THE GROUND.  IT IS 9.4 M (30.8 FT) EAST FROM THE CENTER OF
 OM1323'JAHNKE ROAD AND 0.6 M (2.0 FT) WEST FROM A WHITE PLASTIC T-POST.
 OM1323
 OM1323                          STATION RECOVERY (2003)
 OM1323
 OM1323'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 OM1323'OWNERSHIP--TOWN OF ELBA.  TO REACH THE STATION FROM THE JUNCTION OF
 OM1323'STATE HIGHWAY  89 WITH SYDO ROAD ABOUT 4 MI SOUTH OF THE VILLAGE OF
 OM1323'COLUMBUS, GO NORTHEAST ON  SYDO ROAD FOR 1.5 MI TO JANKE ROAD ON THE
 OM1323'LEFT, TURN LEFT AND GO NORTH FOR 0.1 MI TO THE  STATION ON THE RIGHT.
 OM1323'---NOTE--- SYDO ROAD CHANGES TO DUFFY ROAD AT THE WEST DODGE  COUNTY
 OM1323'LINE.  THE STATION IS A BRONZE DODGE COUNTY GEODEDIC CONTROL MARKER
 OM1323'DISK SET IN THE TOP OF A 45-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH
 OM1323'THE ROAD  PAVEMENT.  THE STATION IS 10.8 M EAST OF THE CENTERLINE OF
 OM1323'JANKE ROAD, 29 M SOUTHEAST  OF A WOOD POST FOR A --STOP AHEAD-- SIGN,
 OM1323'1 M WEST OF A CULTIVATED FIELD, AND 0.3 M WEST OF  A WHITE PLASTIC
 OM1323'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 OM1323'EXTENDING HIGHER THAN 10 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0663 ***********************************************************************
 OM0663  DESIGNATION -  ELDER
 OM0663  PID         -  OM0663
 OM0663  STATE/COUNTY-  WI/FOND DU LAC
 OM0663  USGS QUAD   -  ST CLOUD (1992)
 OM0663
 OM0663                         *CURRENT SURVEY CONTROL
 OM0663  ___________________________________________________________________
 OM0663* NAD 83(1991)-  43 46 19.65294(N)    088 09 53.86826(W)     ADJUSTED  
 OM0663* NAVD 88     -       331.     (meters)    1086.     (feet)  SCALED    
 OM0663  ___________________________________________________________________
 OM0663  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 OM0663  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 OM0663
 OM0663  HORZ ORDER  -  THIRD
 OM0663
 OM0663.The horizontal coordinates were established by classical geodetic methods
 OM0663.and adjusted by the National Geodetic Survey in November 1991..
 OM0663
 OM0663.The orthometric height was scaled from a topographic map.
 OM0663
 OM0663.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0663
 OM0663.The geoid height was determined by GEOID03.
 OM0663
 OM0663;                    North         East     Units Scale Factor Converg.
 OM0663;SPC WI S     -   198,494.257   747,724.642   MT  0.99995347   +1 15 39.1
 OM0663;SPC WI S     -   651,226.57  2,453,159.93   sFT  0.99995347   +1 15 39.1
 OM0663;UTM  16      - 4,847,223.295   406,243.077   MT  0.99970812   -0 48 21.5
 OM0663
 OM0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0663!SPC WI S     -   0.99995367  x   0.99995347  =   0.99990715
 OM0663!UTM  16      -   0.99995367  x   0.99970812  =   0.99966181
 OM0663
 OM0663|---------------------------------------------------------------------|
 OM0663| PID    Reference Object                     Distance      Geod. Az  |
 OM0663|                                                           dddmmss.s |
 OM0663| CI8590 ELDER RM 1                            6.743 METERS 08854     |
 OM0663| CI8589 ELDER AZ MK                                        0951614.5 |
 OM0663| OM0669 KETTLE                              APPROX.10.1 KM 1430403.2 |
 OM0663| CI8591 ELDER RM 2                            6.819 METERS 27531     |
 OM0663|---------------------------------------------------------------------|
 OM0663
 OM0663                          SUPERSEDED SURVEY CONTROL
 OM0663
 OM0663  NAD 83(1986)-  43 46 19.64298(N)    088 09 53.87023(W) AD(       ) 3
 OM0663  NAD 27      -  43 46 19.67100(N)    088 09 53.51600(W) AD(       ) 3
 OM0663
 OM0663.Superseded values are not recommended for survey control.
 OM0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0663.See file dsdata.txt to determine how the superseded data were derived.
 OM0663
 OM0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0624347223(NAD 83)
 OM0663_MARKER: DS = TRIANGULATION STATION DISK
 OM0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0663
 OM0663  HISTORY     - Date     Condition        Report By
 OM0663  HISTORY     - 1953     MONUMENTED       CGS
 OM0663  HISTORY     - 1973     GOOD             WIDT
 OM0663  HISTORY     - 1974     MARK NOT FOUND   USGS
 OM0663  HISTORY     - 1974     GOOD             NGS
 OM0663  HISTORY     - 20030708 MARK NOT FOUND   USPSQD
 OM0663
 OM0663                          STATION DESCRIPTION
 OM0663
 OM0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0663'STATION IS LOCATED ABOUT 4 MILES WEST OF GREENBUSH AND 2 MILES
 OM0663'EAST OF BANNER, ALONG STATE HIGHWAY 23 AND IS ON ROAD RIGHT-OF-WAY.
 OM0663'IT IS 31 FEET NORTH OF THE CENTER OF HIGHWAY 23, 5 FEET NORTH OF
 OM0663'A POWER LINE POLE, 5 FEET WEST OF A WHITE WITNESS POST AND 2 FEET
 OM0663'SOUTH OF A FENCE LINE.  THE MARK PROJECTS 4 INCHES AND THE
 OM0663'DISK IS STAMPED ELDER 1953.
 OM0663'
 OM0663'REFERENCE MARK NO. 1 IS 31 FEET NORTH OF THE CENTER OF THE
 OM0663'HIGHWAY AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK IS FLUSH
 OM0663'AND THE DISK IS STAMPED ELDER NO 1 1953.
 OM0663'
 OM0663'REFERENCE MARK NO. 2 IS 31 FEET NORTH OF THE CENTER OF THE
 OM0663'HIGHWAY AND 1 FOOT SOUTH OF THE FENCE LINE.  THE MARK PROJECTS
 OM0663'4 INCHES AND THE DISK IS STAMPED ELDER NO 2 1953.
 OM0663'
 OM0663'AZIMUTH MARK IS 38 FEET SOUTHWEST OF THE INTERSECTION OF HIGHWAY
 OM0663'23 AND A GRAVEL CROSSROAD, 3 FEET WEST OF A TELEPHONE POLE
 OM0663'AND 2 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS
 OM0663'4 INCHES AND THE DISK IS STAMPED ELDER 1953.
 OM0663'
 OM0663'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 23
 OM0663'AND COUNTY HIGHWAY G, ABOUT 1 MILE EAST OF BANNER.  GO EAST
 OM0663'ON HIGHWAY 23 FOR 0.3 MILE TO THE STATION ON THE LEFT AS
 OM0663'DESCRIBED.  CONTINUE EAST ON HIGHWAY 23 FOR 0.25 MILE TO THE
 OM0663'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 OM0663'
 OM0663'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OM0663
 OM0663                          STATION RECOVERY (1973)
 OM0663
 OM0663'RECOVERY NOTE BY WI DEPT OF TRANSP 1973 (DRT)
 OM0663'ELDER 1955-GOOD
 OM0663'
 OM0663'AZ MK DESTROYED
 OM0663
 OM0663                          STATION RECOVERY (1974)
 OM0663
 OM0663'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OM0663'THIS MARK PROBABLY DESTROYED BY ROAD CONSTRUCTION.
 OM0663'
 OM0663'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--STATION
 OM0663'LOCATED 4 MILES WEST OF GREEN BUSH
 OM0663
 OM0663                          STATION RECOVERY (1974)
 OM0663
 OM0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 OM0663'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 OM0663'THE DIRECTION BETWEEN THE REFERENCE MARKS CHECKED AS DID
 OM0663'THE DISTANCE TO REFERENCE MARK 1.  THE DISTANCE TO REFERENCE MARK
 OM0663'2 WAS FOUND TO BE SHORTER BY 0.06 OF A FOOT.  THE AZIMUTH MARK
 OM0663'WAS FOUND TO HAVE BEEN DESTROYED BY GRADING AND THERE IS NO
 OM0663'VISIBLE OBJECT FROM WHICH TO SET A NEW AZIMUTH MARK FROM.  A
 OM0663'NEW DESCRIPTION FOLLOWS--
 OM0663'
 OM0663'THE STATION IS ON THE NORTH RIGHT-OF-WAY OF STATE HIGHWAY 23,
 OM0663'5 FEET NORTH OF A POWER POLE, 30 FEET NORTH OF THE CENTERLINE
 OM0663'OF THE HIGHWAY, 2 FEET SOUTH OF A FENCE AND 1 FOOT WEST OF
 OM0663'A METAL WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES AND THE
 OM0663'DISK IS STAMPED ELDER 1953.
 OM0663'
 OM0663'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 23
 OM0663'AND COUNTY HIGHWAYS T AND A, AT GREENBUSH, GO WEST ON HIGHWAY
 OM0663'23 FOR 4.65 MILES TO A CROSSROAD (DIVISION RD.).  CONTINUE
 OM0663'WEST ON THE HIGHWAY FOR 0.25 MILE TO THE STATION ON THE RIGHT.
 OM0663'
 OM0663'REFERENCE MARK 1 IS 32 FEET NORTH OF THE CENTERLINE OF THE
 OM0663'HIGHWAY, 1 FOOT SOUTH OF THE FENCE AND 23 FEET NORTHEAST OF THE
 OM0663'POWER POLE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 OM0663'ELDER NO 1 1953.
 OM0663'
 OM0663'REFERENCE MARK 2 IS 23 FEET NORTHWEST OF THE POWER POLE, 32 FEET
 OM0663'NORTH OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT SOUTH OF THE
 OM0663'FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 OM0663'ELDER NO 2 1953.
 OM0663'
 OM0663'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 OM0663'
 OM0663'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 OM0663'WEST OF GREENBUSH
 OM0663
 OM0663                          STATION RECOVERY (2003)
 OM0663
 OM0663'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0663'STATION, REFERENCE MARKS 1 AND 2 AND AZIMUTH MARK NOT FOUND.  POWER
 OM0663'POLES HAVE BEEN RELOCATED AND AREA RE-LANDSCAPPED WHEN NEW HIGHWAY WAS
 OM0663'CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0922 ***********************************************************************
 OM0922  DESIGNATION -  ELDORADO
 OM0922  PID         -  OM0922
 OM0922  STATE/COUNTY-  WI/FOND DU LAC
 OM0922  USGS QUAD   -  ELDORADO (1992)
 OM0922
 OM0922                         *CURRENT SURVEY CONTROL
 OM0922  ___________________________________________________________________
 OM0922* NAD 83(1991)-  43 52 21.02398(N)    088 34 59.10636(W)     ADJUSTED  
 OM0922* NAVD 88     -       279.     (meters)     915.     (feet)  SCALED    
 OM0922  ___________________________________________________________________
 OM0922  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 OM0922  GEOID HEIGHT-         -35.97  (meters)                     GEOID03
 OM0922
 OM0922  HORZ ORDER  -  SECOND
 OM0922
 OM0922.The horizontal coordinates were established by classical geodetic methods
 OM0922.and adjusted by the National Geodetic Survey in November 1991..
 OM0922
 OM0922.The orthometric height was scaled from a topographic map.
 OM0922
 OM0922.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0922
 OM0922.The geoid height was determined by GEOID03.
 OM0922
 OM0922;                    North         East     Units Scale Factor Converg.
 OM0922;SPC WI S     -   208,989.046   713,879.109   MT  0.99996634   +0 58 24.8
 OM0922;SPC WI S     -   685,658.23  2,342,118.38   sFT  0.99996634   +0 58 24.8
 OM0922;UTM  16      - 4,858,930.589   372,805.425   MT  0.99979899   -1 05 50.3
 OM0922
 OM0922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0922!SPC WI S     -   0.99996190  x   0.99996634  =   0.99992824
 OM0922!UTM  16      -   0.99996190  x   0.99979899  =   0.99976089
 OM0922
 OM0922|---------------------------------------------------------------------|
 OM0922| PID    Reference Object                     Distance      Geod. Az  |
 OM0922|                                                           dddmmss.s |
 OM0922| CI8593 ELDORADO RM 1                        30.891 METERS 18533     |
 OM0922| CI8592 ELDORADO AZ MK                                     2691609.1 |
 OM0922| CI8594 ELDORADO RM 2                        27.740 METERS 32546     |
 OM0922|---------------------------------------------------------------------|
 OM0922
 OM0922                          SUPERSEDED SURVEY CONTROL
 OM0922
 OM0922  NAD 83(1986)-  43 52 21.01725(N)    088 34 59.10949(W) AD(       ) 2
 OM0922  NAD 27      -  43 52 21.07000(N)    088 34 58.72900(W) AD(       ) 2
 OM0922
 OM0922.Superseded values are not recommended for survey control.
 OM0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0922.See file dsdata.txt to determine how the superseded data were derived.
 OM0922
 OM0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7280558931(NAD 83)
 OM0922_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0922
 OM0922  HISTORY     - Date     Condition        Report By
 OM0922  HISTORY     - 1954     MONUMENTED       CGS
 OM0922  HISTORY     - 1971     SEE DESCRIPTION  WIDT
 OM0922  HISTORY     - 1974     SEE DESCRIPTION  NGS
 OM0922  HISTORY     - 19991211 MARK NOT FOUND   USPSQD
 OM0922
 OM0922                          STATION DESCRIPTION
 OM0922
 OM0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 OM0922'THE STATION IS LOCATED ABOUT 9 MILES SOUTH OF OSHKOSH AND 7
 OM0922'1/2 MILES NORTH-NORTH WEST OF FOND DU LAC.  IT IS 66 FEET
 OM0922'NORTH OF THE APPROXIMATE CENTER OF COUNTY ROUTE P AND 19 FEET
 OM0922'SOUTHWEST OF A WITNESS POST.  THE MARK IS FLUSH WITH THE SURFACE
 OM0922'AND THE DISK IS STAMPED ELDORADO 1954.
 OM0922'
 OM0922'REFERENCE MARK NO 1 IS 58 FEET WEST OF A POWERLINE POLE AND
 OM0922'34 FEET SOUTH OF THE APPROXIMATE CENTER OF COUNTY ROUTE P.
 OM0922'THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED ELDORADO
 OM0922'NO 1 1954.
 OM0922'
 OM0922'REFERENCE MARK NO 2 IS 165 FEET EAST OF THE APPROXIMATE CENTER
 OM0922'OF U.S. HIGHWAY 41 AND IT IS IN A FENCE LINE.  THE MARK PROJECTS
 OM0922'8 INCHES AND THE DISK IS STAMPED ELDORADO NO 2 1954.
 OM0922'
 OM0922'AZIMUTH MARK IS 60 FEET EAST OF THE APPROXIMATE CENTER OF
 OM0922'COUNTY ROUTE P, 37 FEET EAST OF THE APPROXIMATE CENTER OF A
 OM0922'GRADED ROAD AND 5 FEET WEST OF A WITNESS POST.  THE MARK PROJECTS
 OM0922'6 INCHES AND THE DISK IS STAMPED ELDORADO 1954.
 OM0922'
 OM0922'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 41 AT THE NORTHWEST
 OM0922'EDGE OF OSHKOSH, GO SOUTH ON U.S. HIGHWAY 41 FOR 0.4 MILE TO
 OM0922'THE JUNCTION OF U.S. HIGHWAY 41 AND STATE HIGHWAY 21, TURN
 OM0922'RIGHT (WEST AND SOUTH) FOR 4.05 MILES TO THE JUNCTION OF
 OM0922'U.S. HIGHWAY 41 AND STATE HIGHWAY 44, CONTINUE SOUTH ON
 OM0922'U.S. HIGHWAY 41 FOR 2.7 MILES TO THE JUNCTION OF U.S. HIGHWAY
 OM0922'41 AND STATE HIGHWAY 26, CONTINUE SOUTH ON U.S. HIGHWAY
 OM0922'41 FOR 5.4 MILES TO THE JUNCTION OF U.S. HIGHWAY 41 AND COUNTY
 OM0922'ROUTE P.  HERE TURN LEFT (EAST) ON COUNTY ROUTE P FOR 0.05
 OM0922'MILE AND THE STATION AS DESCRIBED.
 OM0922'
 OM0922'TO REACH THE AZIMUTH MARK, GO WEST ON COUNTY ROUTE P FOR 0.05
 OM0922'MILE TO THE JUNCTION OF U.S. HIGHWAY 41 AND COUNTY ROUTE P.
 OM0922'HERE CONTINUE WEST ON COUNTY ROUTE P FOR 0.9 MILE TO A TRIANGLE
 OM0922'FORMED BY COUNTY ROUTE P AND A GRADED ROAD LEADING NORTH AND
 OM0922'SOUTH AND THE MARK IS IN THE WEST SIDE OF THE TRIANGLE.
 OM0922'
 OM0922'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 OM0922
 OM0922                          STATION RECOVERY (1971)
 OM0922
 OM0922'RECOVERY NOTE BY WI DEPT OF TRANSP 1971 (RW)
 OM0922'ELDORADO 1954-GOOD
 OM0922'
 OM0922'REF 1-GOOD
 OM0922'
 OM0922'REF 2-GOOD
 OM0922
 OM0922                          STATION RECOVERY (1974)
 OM0922
 OM0922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ARB)
 OM0922'STATION, R.M. 1 AND 2 AND AZIMUTH MARK WERE RECOVERED IN GOOD
 OM0922'CONDITION.
 OM0922'
 OM0922'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7.5 MILES
 OM0922'NORTH-NORTH WEST OF FOND DU LOC
 OM0922
 OM0922                          STATION RECOVERY (1999)
 OM0922
 OM0922'RECOVERY NOTE BY US POWER SQUADRON 1999
 OM0922'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ4508 ***********************************************************************
 AJ4508  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ4508  DESIGNATION -  ELDORADO E GPS
 AJ4508  PID         -  AJ4508
 AJ4508  STATE/COUNTY-  WI/FOND DU LAC
 AJ4508  USGS QUAD   -  ELDORADO (1992)
 AJ4508
 AJ4508                         *CURRENT SURVEY CONTROL
 AJ4508  ___________________________________________________________________
 AJ4508* NAD 83(1997)-  43 49 46.56058(N)    088 32 39.69217(W)     ADJUSTED  
 AJ4508* NAVD 88     -       254.84   (meters)     836.1    (feet)  GPS OBS   
 AJ4508  ___________________________________________________________________
 AJ4508  X           -     117,076.470 (meters)                     COMP
 AJ4508  Y           -  -4,607,278.879 (meters)                     COMP
 AJ4508  Z           -   4,394,604.286 (meters)                     COMP
 AJ4508  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 AJ4508  ELLIP HEIGHT-         218.96  (meters)          (07/20/01) GPS OBS
 AJ4508  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 AJ4508
 AJ4508  HORZ ORDER  -  FIRST
 AJ4508  ELLP ORDER  -  FOURTH    CLASS I
 AJ4508
 AJ4508.The horizontal coordinates were established by GPS observations
 AJ4508.and adjusted by the National Geodetic Survey in July 2001..
 AJ4508
 AJ4508.The orthometric height was determined by GPS observations and a
 AJ4508.high-resolution geoid model using precise GPS observation and
 AJ4508.processing techniques.
 AJ4508
 AJ4508.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4508
 AJ4508.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ4508
 AJ4508.The ellipsoidal height was determined by GPS observations
 AJ4508.and is referenced to NAD 83.
 AJ4508
 AJ4508.The geoid height was determined by GEOID03.
 AJ4508
 AJ4508;                    North         East     Units Scale Factor Converg.
 AJ4508;SPC WI S     -   204,276.244   717,074.477   MT  0.99996046   +1 00 00.6
 AJ4508;SPC WI S     -   670,196.31  2,352,601.85   sFT  0.99996046   +1 00 00.6
 AJ4508;UTM  16      - 4,854,106.242   375,827.940   MT  0.99978964   -1 04 10.7
 AJ4508
 AJ4508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4508!SPC WI S     -   0.99996567  x   0.99996046  =   0.99992613
 AJ4508!UTM  16      -   0.99996567  x   0.99978964  =   0.99975531
 AJ4508
 AJ4508                          SUPERSEDED SURVEY CONTROL
 AJ4508
 AJ4508.No superseded survey control is available for this station.
 AJ4508
 AJ4508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7582854106(NAD 83)
 AJ4508_MARKER: DD = SURVEY DISK
 AJ4508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ4508_STAMPING: ELDORADO E GPS 1993
 AJ4508_MARK LOGO: WI-039
 AJ4508_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ4508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ4508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4508+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 AJ4508
 AJ4508  HISTORY     - Date     Condition        Report By
 AJ4508  HISTORY     - 1993     MONUMENTED       WI-039
 AJ4508  HISTORY     - 20000314 GOOD             WIDT
 AJ4508  HISTORY     - 20030722 GOOD             USPSQD
 AJ4508  HISTORY     - 20060112 GOOD             WIDT
 AJ4508
 AJ4508                          STATION DESCRIPTION
 AJ4508
 AJ4508'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 AJ4508'THE STATION IS LOCATED ABOUT 20.92 KM (13.00 MI) SOUTH OF OSHKOSH AND
 AJ4508'9.66 KM (6.00 MI) NORTHWEST OF FOND DU LAC.  OWNERSHIP--TOWN OF
 AJ4508'ELDORADO.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41
 AJ4508'WITH COUNTY HIGHWAY OO ABOUT 4.8 KM (3.00 MI) NORTHWEST OF THE CITY OF
 AJ4508'FOND DU LAC, GO WEST ON COUNTY HIGHWAY OO FOR 2.90 KM (1.80 MI) TO
 AJ4508'COUNTY HIGHWAY I, TURN RIGHT AND GO NORTHWEST ON COUNTY HIGHWAY I FOR
 AJ4508'1.29 KM (0.80 MI) TO SALES ROAD ON THE RIGHT, TURN RIGHT AND GO NORTH
 AJ4508'ON SALES ROAD FOR 1.61 KM (1.00 MI) TO CHURCH ROAD ON THE LEFT,
 AJ4508'CONTINUE NORTH ON SALES ROAD FOR 118 M (387.1 FT) TO THE STATION ON
 AJ4508'THE LEFT.  THE STATION IS A BRONZE FOND DU LAC COUNTY GEODETIC CONTROL
 AJ4508'MARKER DISK STAMPED --ELDORADO E GPS 1993-- SET IN THE TOP OF A 45-CM
 AJ4508'(18-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL
 AJ4508'WITH THE ROAD PAVEMENT.  THE STATION IS 11.1 M (36.4 FT) WEST OF THE
 AJ4508'CENTERLINE OF SALES ROAD, 118 M (387.1 FT) NORTH OF THE CENTERLINE OF
 AJ4508'CHURCH ROAD, 27.9 M (91.5 FT) NORTHEAST OF POWER POLE --16-16-25
 AJ4508'0/29--, 18.0 M (59.1 FT) SOUTHWEST OF THE TOP CENTER OF THE WEST END
 AJ4508'OF A 0.4 M (1.3 FT) DIAMETER CORRUGATED METAL CULVERT PIPE, 7 M (23.0
 AJ4508'FT) SOUTH OF THE CENTERLINE OF A FIELD ENTRANCE, AND 0.6 M (2.0 FT)
 AJ4508'EAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 AJ4508'VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 AJ4508'HORIZON.
 AJ4508
 AJ4508                          STATION RECOVERY (2003)
 AJ4508
 AJ4508'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AJ4508'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 2 FEET EAST OF A
 AJ4508'WHITE PLASTIC WITNESS POST AND AN ORANGE 4X4 PLASTIC GUARD POST.
 AJ4508
 AJ4508                          STATION RECOVERY (2006)
 AJ4508
 AJ4508'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 AJ4508'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.9 M NORTH, 0.9 M
 AJ4508'SOUTH, AND 0.4 M EAST OF THREE ORANGE 4X4 PLASTIC GUARD POSTS AND 0.4
 AJ4508'M EAST OF A WHITE PLASTIC WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ4511 ***********************************************************************
 AJ4511  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ4511  DESIGNATION -  ELDORADO N GPS
 AJ4511  PID         -  AJ4511
 AJ4511  STATE/COUNTY-  WI/FOND DU LAC
 AJ4511  USGS QUAD   -  VAN DYNE (1992)
 AJ4511
 AJ4511                         *CURRENT SURVEY CONTROL
 AJ4511  ___________________________________________________________________
 AJ4511* NAD 83(1997)-  43 52 48.67003(N)    088 37 17.12206(W)     ADJUSTED  
 AJ4511* NAVD 88     -       274.44   (meters)     900.4    (feet)  GPS OBS   
 AJ4511  ___________________________________________________________________
 AJ4511  X           -     110,786.141 (meters)                     COMP
 AJ4511  Y           -  -4,603,553.091 (meters)                     COMP
 AJ4511  Z           -   4,398,670.914 (meters)                     COMP
 AJ4511  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 AJ4511  ELLIP HEIGHT-         238.45  (meters)          (07/20/01) GPS OBS
 AJ4511  GEOID HEIGHT-         -36.00  (meters)                     GEOID03
 AJ4511
 AJ4511  HORZ ORDER  -  FIRST
 AJ4511  ELLP ORDER  -  FOURTH    CLASS I
 AJ4511
 AJ4511.The horizontal coordinates were established by GPS observations
 AJ4511.and adjusted by the National Geodetic Survey in July 2001..
 AJ4511
 AJ4511.The orthometric height was determined by GPS observations and a
 AJ4511.high-resolution geoid model using precise GPS observation and
 AJ4511.processing techniques.
 AJ4511
 AJ4511.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4511
 AJ4511.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ4511
 AJ4511.The ellipsoidal height was determined by GPS observations
 AJ4511.and is referenced to NAD 83.
 AJ4511
 AJ4511.The geoid height was determined by GEOID03.
 AJ4511
 AJ4511;                    North         East     Units Scale Factor Converg.
 AJ4511;SPC WI S     -   209,790.516   710,784.043   MT  0.99996745   +0 56 50.0
 AJ4511;SPC WI S     -   688,287.72  2,331,963.98   sFT  0.99996745   +0 56 50.0
 AJ4511;UTM  16      - 4,859,843.241   369,741.845   MT  0.99980869   -1 07 26.6
 AJ4511
 AJ4511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4511!SPC WI S     -   0.99996261  x   0.99996745  =   0.99993006
 AJ4511!UTM  16      -   0.99996261  x   0.99980869  =   0.99977131
 AJ4511
 AJ4511                          SUPERSEDED SURVEY CONTROL
 AJ4511
 AJ4511.No superseded survey control is available for this station.
 AJ4511
 AJ4511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6974259843(NAD 83)
 AJ4511_MARKER: DD = SURVEY DISK
 AJ4511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ4511_STAMPING: ELDORADO N GPS 1993
 AJ4511_MARK LOGO: WI-039
 AJ4511_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ4511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ4511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4511+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2005
 AJ4511
 AJ4511  HISTORY     - Date     Condition        Report By
 AJ4511  HISTORY     - 1993     MONUMENTED       WI-039
 AJ4511  HISTORY     - 20000314 GOOD             WIDT
 AJ4511  HISTORY     - 20030722 GOOD             USPSQD
 AJ4511  HISTORY     - 20050518 GOOD             WIDT
 AJ4511
 AJ4511                          STATION DESCRIPTION
 AJ4511
 AJ4511'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 AJ4511'THE STATION IS LOCATED ABOUT 17.72 KM (11.00 MI) NORTHWEST OF FOND DU
 AJ4511'LAC AND 16.09 KM (10.00 MI) SOUTH-SOUTHWEST OF OSHKOSH.
 AJ4511'OWNERSHIP--TOWN OF ELDORADO.  TO REACH THE STATION FROM THE JUNCTION
 AJ4511'OF STATE HIGHWAY 26 WITH STATE HIGHWAY 23 IN THE VILLAGE OF ROSENDALE,
 AJ4511'GO NORTH ON STATE HIGHWAY 26 FOR 11.27 KM (7.00 MI) TO COUNTY HIGHWAY
 AJ4511'C ON THE RIGHT, TURN RIGHT AND GO SOUTH ON COUNTY HIGHWAY C FOR 2.01
 AJ4511'KM (1.25 MI) TO SHARRATT ROAD ON THE LEFT, TURN LEFT AND GO EAST ON
 AJ4511'SHARRATT ROAD FOR 0.24 KM (0.15 MI) TO THE STATION ON THE RIGHT.  THE
 AJ4511'STATION IS A BRONZE FOND DU LAC COUNTY GEODETIC CONTROL MARKER DISK
 AJ4511'STAMPED --ELDORADO N GPS 1993-- SET IN THE TOP OF A 45-CM (18-INCH)
 AJ4511'DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 AJ4511'ROAD PAVEMENT.  THE STATION IS 9.8 M (32.2 FT) SOUTH OF THE CENTERLINE
 AJ4511'OF SHARRATT ROAD, 84 M (275.6 FT) SOUTHWEST OF A WOOD TRAFFIC SIGN
 AJ4511'POST --STOP AHEAD--, 4 M (13.1 FT) WEST OF THE CENTERLINE OF FIELD
 AJ4511'ENTRANCE, 2.5 M (8.2 FT) EAST OF TELEPHONE PEDESTAL --1105--, AND 0.6
 AJ4511'M (2.0 FT) NORTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 AJ4511'STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES
 AJ4511'ABOVE THE HORIZON.
 AJ4511
 AJ4511                          STATION RECOVERY (2003)
 AJ4511
 AJ4511'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AJ4511'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 8 FEET WEST OF THE
 AJ4511'CENTERLINE OF AN OVERGROWN FIELD ENTRANCE.
 AJ4511
 AJ4511                          STATION RECOVERY (2005)
 AJ4511
 AJ4511'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AJ4511'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.6 M NORTH OF A
 AJ4511'WHITE PLASTIC WITNESS POST, AND 1 M SOUTH, 1 M EAST, AND 1 M WEST OF
 AJ4511'THREE 4X4 ORANGE PLASTIC GUARD POSTS.  NOTE-- THE TELEPHONE PEDESTAL
 AJ4511'IS NOW NUMBERED --SIRL 3120/1-- AND PART OF THE STAMPING ON THE DISK
 AJ4511'HAS BEEN SCRAPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0923 ***********************************************************************
 OM0923  DESIGNATION -  ELDORADO USLS 1872
 OM0923  PID         -  OM0923
 OM0923  STATE/COUNTY-  WI/FOND DU LAC
 OM0923  USGS QUAD   -  ELDORADO (1992)
 OM0923
 OM0923                         *CURRENT SURVEY CONTROL
 OM0923  ___________________________________________________________________
 OM0923* NAD 83(1991)-  43 52 20.72566(N)    088 34 54.77110(W)     ADJUSTED  
 OM0923* NAVD 88     -       279.     (meters)     915.     (feet)  SCALED    
 OM0923  ___________________________________________________________________
 OM0923  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 OM0923  GEOID HEIGHT-         -35.97  (meters)                     GEOID03
 OM0923
 OM0923  HORZ ORDER  -  FIRST
 OM0923
 OM0923.The horizontal coordinates were established by classical geodetic methods
 OM0923.and adjusted by the National Geodetic Survey in November 1991..
 OM0923
 OM0923.The orthometric height was scaled from a topographic map.
 OM0923
 OM0923.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0923
 OM0923.The geoid height was determined by GEOID03.
 OM0923
 OM0923;                    North         East     Units Scale Factor Converg.
 OM0923;SPC WI S     -   208,981.485   713,976.043   MT  0.99996633   +0 58 27.8
 OM0923;SPC WI S     -   685,633.42  2,342,436.40   sFT  0.99996633   +0 58 27.8
 OM0923;UTM  16      - 4,858,919.533   372,902.006   MT  0.99979869   -1 05 47.3
 OM0923
 OM0923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0923!SPC WI S     -   0.99996190  x   0.99996633  =   0.99992823
 OM0923!UTM  16      -   0.99996190  x   0.99979869  =   0.99976059
 OM0923
 OM0923                          SUPERSEDED SURVEY CONTROL
 OM0923
 OM0923  NAD 83(1986)-  43 52 20.71959(N)    088 34 54.77280(W) AD(       ) 1
 OM0923  NAD 27      -  43 52 20.78200(N)    088 34 54.36800(W) AD(       ) 1
 OM0923
 OM0923.Superseded values are not recommended for survey control.
 OM0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0923.See file dsdata.txt to determine how the superseded data were derived.
 OM0923
 OM0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7290258920(NAD 83)
 OM0923
 OM0923  HISTORY     - Date     Condition        Report By
 OM0923  HISTORY     - 1872     MONUMENTED       USLS
 OM0923  HISTORY     - 1954     SEE DESCRIPTION  CGS
 OM0923
 OM0923                          STATION DESCRIPTION
 OM0923
 OM0923'DESCRIBED BY US LAKE SURVEY 1872
 OM0923'THIS STATION IS SITUATED IN SECTION 10, ELDORADO TOWNSHIP,
 OM0923'FOND DU LAC COUNTY, WISCONSIN.  IT IS ABOUT ONE-EIGHTH OF
 OM0923'A MILE NEARLY DUE EAST OF THE SOUTHWEST CORNER OF THE NORTHWEST
 OM0923'QUARTER OF THE SECTION, ABOUT 175 FEET WEST OF THE RIDGE
 OM0923'ROAD BETWEEN FOND DU LAC AND OSHKOSH, AND ABOUT 40 FEET NORTH
 OM0923'OF AN EAST-AND-WEST ROAD ON THE HALF-SECTION LINE.  THE HEIGHT
 OM0923'OF STATION USED WAS 35 FEET.  THE GEODETIC POINT IS MARKED BY
 OM0923'A SINGLE STONE OF THE USUAL FORM, SET SO THAT ITS UPPER END
 OM0923'IS ABOUT 3 FEET BELOW THE SURFACE OF THE GROUND.  DIRECTLY
 OM0923'OVER THE LATTER IS SET ANOTHER STONE, RISING 4 TO 6 INCHES
 OM0923'ABOVE GROUND.  TWO REFERENCE STONES ARE SET IN THE ROAD ON
 OM0923'THE SOUTH SIDE OF STATION.  THE EASTERN STONE IS 48.75
 OM0923'FEET FROM THE GEODETIC POINT, AND THE WESTERN STONE IS
 OM0923'35.1 FEET DISTANT FROM THE GEODETIC POINT.  (PROFESSIONAL
 OM0923'PAPERS NO. 24).
 OM0923
 OM0923                          STATION RECOVERY (1954)
 OM0923
 OM0923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 OM0923'STATION DESTROYED.
 OM0923'
 OM0923'THROUGH AN INVERSE POSITION COMPUTATION FROM ELDORADO 1954.
 OM0923'
 OM0923'A THOROUGH SEARCH WAS MADE FOR THIS STATION AND IT WAS NOT
 OM0923'FOUND.  A COUNTY HIGHWAY HAS BEEN BUILT AT THIS LOCATION
 OM0923'AND THE MARKS WERE DESTROYED BY THE COUNTY HIGHWAY DEPARTMENT.
 OM0923'THIS FACT WAS VARIFIED BY MR. CHARLES WEGNER THE PROPERTY
 OM0923'OWNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0743 ***********************************************************************
 PO0743  DESIGNATION -  ELEVENTH STREET
 PO0743  PID         -  PO0743
 PO0743  STATE/COUNTY-  WI/EAU CLAIRE
 PO0743  USGS QUAD   -  EAU CLAIRE WEST (1982)
 PO0743
 PO0743                         *CURRENT SURVEY CONTROL
 PO0743  ___________________________________________________________________
 PO0743* NAD 83(1991)-  44 48 52.78083(N)    091 31 32.48792(W)     ADJUSTED  
 PO0743* NAVD 88     -       302.     (meters)     991.     (feet)  SCALED    
 PO0743  ___________________________________________________________________
 PO0743  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 PO0743  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 PO0743
 PO0743  HORZ ORDER  -  SECOND
 PO0743
 PO0743.The horizontal coordinates were established by classical geodetic methods
 PO0743.and adjusted by the National Geodetic Survey in March 1999..
 PO0743
 PO0743.The orthometric height was scaled from a topographic map.
 PO0743
 PO0743.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0743
 PO0743.The geoid height was determined by GEOID03.
 PO0743
 PO0743;                    North         East     Units Scale Factor Converg.
 PO0743;SPC WI C     -   110,177.262   479,331.084   MT  0.99994128   -1 04 35.4
 PO0743;SPC WI C     -   361,473.23  1,572,605.40   sFT  0.99994128   -1 04 35.4
 PO0743;UTM  15      - 4,963,419.154   616,572.197   MT  0.99976710   +1 02 21.2
 PO0743
 PO0743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0743!SPC WI C     -   0.99995749  x   0.99994128  =   0.99989878
 PO0743!UTM  15      -   0.99995749  x   0.99976710  =   0.99972460
 PO0743
 PO0743                          SUPERSEDED SURVEY CONTROL
 PO0743
 PO0743  NAD 83(1991)-  44 48 52.78040(N)    091 31 32.49088(W) AD(       ) 2
 PO0743  NAD 83(1986)-  44 48 52.77543(N)    091 31 32.50863(W) AD(       ) 2
 PO0743  NAD 27      -  44 48 52.92400(N)    091 31 31.92600(W) AD(       ) 2
 PO0743
 PO0743.Superseded values are not recommended for survey control.
 PO0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0743.See file dsdata.txt to determine how the superseded data were derived.
 PO0743
 PO0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK1657263419(NAD 83)
 PO0743_MARKER: H = DRILL HOLE
 PO0743_SETTING: 0 = UNSPECIFIED SETTING
 PO0743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PO0743
 PO0743  HISTORY     - Date     Condition        Report By
 PO0743  HISTORY     - 1934     MONUMENTED       WI1470
 PO0743  HISTORY     - 1944     GOOD             WI1470
 PO0743
 PO0743                          STATION DESCRIPTION
 PO0743
 PO0743'DESCRIBED BY CITY OF EAU CLAIRE WISCONSIN 1934 (CAS)
 PO0743'THIS STATION WAS ESTABLISHED BY THE CITY OF EAU CLAIRE AND
 PO0743'IS A STATION IN THE CITY TRIANGULATION SYSTEM.  IT IS NEAR
 PO0743'THE WEST CITY LIMITS, ON TOP OF A PROMINENT RIDGE WHICH
 PO0743'PARALLELS ELEVENTH STREET ON THE WEST.  IT IS ABOUT 1-1/4
 PO0743'MILES WEST-NORTHWEST OF THE BUSINESS SECTION OF TOWN, ABOUT
 PO0743'2000 FEET NORTHWEST OF THE NORTH END OF HALF MOON LAKE, IN THE
 PO0743'SW 1/4 SW 1/4 OF SEC. 18, T. 27 N., R. 9 W.  IT IS NEAR THE
 PO0743'SOUTH END OF THE RIDGE, ABOUT 100 YARDS SOUTH OF THE HIGHEST
 PO0743'POINT OF THE RIDGE, 8 FEET WEST OF THE EDGE OF THE BLUFF,
 PO0743'ABOUT 135 FEET SOUTH OF FENCE, ABOUT 100 FEET NORTH OF A FENCE
 PO0743'CORNER AT A SLIGHT DIP IN THE RIDGE, AND ABOUT 60 FEET
 PO0743'EAST-SOUTHEAST OF A LONE 12-INCH OAK TREE.
 PO0743'
 PO0743'THE STATION IS MARKED BY A HOLE IN THE END OF AN AUTOMOBILE
 PO0743'AXLE WHICH IS DRIVEN IN THE GROUND.
 PO0743
 PO0743                          STATION RECOVERY (1944)
 PO0743
 PO0743'RECOVERY NOTE BY CITY OF EAU CLAIRE WISCONSIN 1944 (ARG)
 PO0743'DESCRIPTION IS SUFFICIENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0445 ***********************************************************************
 QN0445  DESIGNATION -  ELK
 QN0445  PID         -  QN0445
 QN0445  STATE/COUNTY-  WI/PRICE
 QN0445  USGS QUAD   -  PIKE LAKE SE (1971)
 QN0445
 QN0445                         *CURRENT SURVEY CONTROL
 QN0445  ___________________________________________________________________
 QN0445* NAD 83(1991)-  45 45 02.29812(N)    090 06 59.13256(W)     ADJUSTED  
 QN0445* NAVD 88     -       541.     (meters)    1775.     (feet)  SCALED    
 QN0445  ___________________________________________________________________
 QN0445  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 QN0445  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 QN0445
 QN0445  HORZ ORDER  -  FIRST
 QN0445
 QN0445.The horizontal coordinates were established by classical geodetic methods
 QN0445.and adjusted by the National Geodetic Survey in November 1991..
 QN0445
 QN0445.The orthometric height was scaled from a topographic map.
 QN0445
 QN0445.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0445
 QN0445.The geoid height was determined by GEOID03.
 QN0445
 QN0445;                    North         East     Units Scale Factor Converg.
 QN0445;SPC WI N     -    64,911.349   590,941.112   MT  0.99997169   -0 05 02.3
 QN0445;SPC WI N     -   212,963.32  1,938,779.30   sFT  0.99997169   -0 05 02.3
 QN0445;UTM  15      - 5,070,386.698   724,280.358   MT  1.00021846   +2 03 59.0
 QN0445
 QN0445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0445!SPC WI N     -   0.99991998  x   0.99997169  =   0.99989168
 QN0445!UTM  15      -   0.99991998  x   1.00021846  =   1.00013843
 QN0445
 QN0445|---------------------------------------------------------------------|
 QN0445| PID    Reference Object                     Distance      Geod. Az  |
 QN0445|                                                           dddmmss.s |
 QN0445| QN0444 ELK RIVER LOT=1147                   21.697 METERS 07857     |
 QN0445| CJ4899 ELK AZ MK                                          3380918.7 |
 QN0445| CJ4900 ELK RM 2                                           35738     |
 QN0445|---------------------------------------------------------------------|
 QN0445
 QN0445                          SUPERSEDED SURVEY CONTROL
 QN0445
 QN0445  NAD 83(1986)-  45 45 02.29372(N)    090 06 59.12777(W) AD(       ) 1
 QN0445  NAD 27      -  45 45 02.45800(N)    090 06 58.58400(W) AD(       ) 1
 QN0445
 QN0445.Superseded values are not recommended for survey control.
 QN0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0445.See file dsdata.txt to determine how the superseded data were derived.
 QN0445
 QN0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL2428070387(NAD 83)
 QN0445_MARKER: DS = TRIANGULATION STATION DISK
 QN0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0445
 QN0445  HISTORY     - Date     Condition        Report By
 QN0445  HISTORY     - 1952     MONUMENTED       CGS
 QN0445
 QN0445                          STATION DESCRIPTION
 QN0445
 QN0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QN0445'THE STATION IS LOCATED ABOUT 16 MILES NORTH-NORTHEAST OF
 QN0445'PRENTICE, 18 MILES WEST-SOUTHWEST OF HAZELHURST AND 14 MILES
 QN0445'EAST-NORTHEAST OF PHILLIPS NEAR THE SITE OF THE ELK RIVER
 QN0445'LOOKOUT TOWER AND IN THE CHEQUAMEGON NATIONAL FOREST.
 QN0445'
 QN0445'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13
 QN0445'AND COUNTY TRUNK H JUST NORTHWEST OF THE POST OFFICE IN PHILLIPS,
 QN0445'GO NORTHEAST ON COUNTY TRUNK H FOR 10.0 MILES TO ROAD FORKS
 QN0445'WHERE COUNTY TRUNK TURNS RIGHT, KEEP LEFT FORK AND CONTINUE
 QN0445'EAST ON GRADED ROAD FOR 1.0 MILE TO ROAD FORKS JUST AFTER
 QN0445'ENTERING THE CHEQUAMEGON NATIONAL FOREST, KEEP THE RIGHT FORK
 QN0445'AND GO EAST FOR 1.1 MILES TO SIDE ROAD RIGHT, CONTINUE EAST FOR
 QN0445'3.8 MILES TO CROSSROAD AND SIGN ELK RIVER LOOKOUT TOWER,
 QN0445'TURN RIGHT AND GO SOUTH FOR 0.45 MILE TO SIDE ROAD LEFT AND
 QN0445'SIGN ELK RIVER LOOKOUT TOWER, TURN LEFT FOR 50 FEET TO THE
 QN0445'AZIMUTH MARK ON THE NORTH SIDE AS DESCRIBED, CONTINUE EAST
 QN0445'ON GRADED ROAD FOR 0.25 MILE TO THE ELK RIVER LOOKOUT TOWER
 QN0445'ON THE LEFT AND STATION ON THE RIGHT AS DESCRIBED.
 QN0445'
 QN0445'THE STATION MARK IS STAMPED ELK 1952.  IT IS A STANDARD DISK
 QN0445'SET IN A CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND IS 71 FEET
 QN0445'WEST OF THE CENTER OF THE LOOKOUT TOWER, 20 FEET WEST OF THE
 QN0445'CENTER OF ROAD AROUND THE LOOKOUT TOWER AND 6-1/2 FEET
 QN0445'EAST OF A WHITE WITNESS POST.
 QN0445'
 QN0445'NO. 1147 (WISC. GEOD. S.) IS SET UNDER THE CENTER OF THE LOOKOUT
 QN0445'TOWER.  IT IS A STATE GEODETIC SURVEY DISK SET IN THE TOP OF
 QN0445'A 6 X 6 INCH CONCRETE POST PROJECTING 2 FEET AND STAMPED 1147.
 QN0445'
 QN0445'REFERENCE MARK 2 IS STAMPED ELK NO 2 1952.  IT IS A STANDARD
 QN0445'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND IS
 QN0445'21 FEET SOUTH OF THE WATER PUMP AND 15 FEET EAST OF THE
 QN0445'CENTER OF ROAD.
 QN0445'
 QN0445'THE AZIMUTH MARK IS STAMPED ELK 1952.  IT IS A STANDARD DISK
 QN0445'SET IN A CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND IS 50
 QN0445'FEET EAST OF THE CENTER OF NORTH-SOUTH ROAD, 15 FEET NORTH
 QN0445'OF THE CENTER OF ROAD LEADING TO LOOKOUT TOWER, 5 FEET NORTHWEST
 QN0445'OF A TELEPHONE POLE AND 3 FEET WEST OF A WHITE WITNESS POST.
 QN0445'
 QN0445'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5246 ***********************************************************************
 DH5246  DESIGNATION -  ELK GROVE C GPS
 DH5246  PID         -  DH5246
 DH5246  STATE/COUNTY-  WI/LAFAYETTE
 DH5246  USGS QUAD   -  BELMONT (1952)
 DH5246
 DH5246                         *CURRENT SURVEY CONTROL
 DH5246  ___________________________________________________________________
 DH5246* NAD 83(1997)-  42 41 57.74212(N)    090 20 51.73737(W)     ADJUSTED  
 DH5246* NAVD 88     -                                                        
 DH5246  ___________________________________________________________________
 DH5246  X           -     -28,491.122 (meters)                     COMP
 DH5246  Y           -  -4,694,789.693 (meters)                     COMP
 DH5246  Z           -   4,303,211.690 (meters)                     COMP
 DH5246  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 DH5246  ELLIP HEIGHT-         286.53  (meters)          (08/01/05) GPS OBS
 DH5246  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 DH5246
 DH5246  HORZ ORDER  -  FIRST
 DH5246  ELLP ORDER  -  SECOND    CLASS I
 DH5246
 DH5246.The horizontal coordinates were established by GPS observations
 DH5246.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5246
 DH5246
 DH5246.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5246
 DH5246.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5246
 DH5246.The ellipsoidal height was determined by GPS observations
 DH5246.and is referenced to NAD 83.
 DH5246
 DH5246.The geoid height was determined by GEOID03.
 DH5246
 DH5246;                    North         East     Units Scale Factor Converg.
 DH5246;SPC WI S     -    77,753.981   571,509.863   MT  1.00000702   -0 14 20.1
 DH5246;SPC WI S     -   255,097.85  1,875,028.61   sFT  1.00000702   -0 14 20.1
 DH5246;UTM  15      - 4,730,842.692   717,241.519   MT  1.00018066   +1 47 57.7
 DH5246
 DH5246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5246!SPC WI S     -   0.99995507  x   1.00000702  =   0.99996209
 DH5246!UTM  15      -   0.99995507  x   1.00018066  =   1.00013572
 DH5246
 DH5246                          SUPERSEDED SURVEY CONTROL
 DH5246
 DH5246.No superseded survey control is available for this station.
 DH5246
 DH5246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1724230843(NAD 83)
 DH5246_MARKER: DD = SURVEY DISK
 DH5246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5246_STAMPING: ELK GROVE C GPS 2004
 DH5246_MARK LOGO: WIDT  
 DH5246_PROJECTION: FLUSH
 DH5246_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5246+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5246
 DH5246  HISTORY     - Date     Condition        Report By
 DH5246  HISTORY     - 2003     MONUMENTED       WIDT
 DH5246
 DH5246                          STATION DESCRIPTION
 DH5246
 DH5246'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5246'OWNERSHIP--TOWN OF ELK GROVE.  TO REACH THE STATION FROM THE JUNCTION
 DH5246'OF STATE  HIGHWAY 81 WITH STATE HIGHWAY 126 ABOUT 5 MI SOUTH OF THE
 DH5246'VILLAGE OF BELMONT, GO NORTH  ON STATE HIGHWAY 126 FOR 2.1 MI TO
 DH5246'HOLLAND ROAD, TURN LEFT AND GO WEST ON HOLLAND ROAD  FOR 1.0 MI TO
 DH5246'SALES BARN ROAD, TURN RIGHT AND GO NORTH ON SALES BARN ROAD FOR 0.1 MI
 DH5246'TO  THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DH5246'DEPARTMENT OF  TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH5246'IN THE TOP OF A 41-CM DIAMETER  CONCRETE POST ABOUT LEVEL WITH THE
 DH5246'ROAD PAVEMENT.  THE STATION IS 7.5 M WEST OF THE  CENTERLINE OF SALES
 DH5246'BARN ROAD, 7 M NORTH OF THE CENTERLINE OF A FIELD ENTRANCE, AND 1 M
 DH5246'EAST OF A CULTIVATED FIELD, 1.0 M EAST OF OF AN ORANGE 4X4 PLASTIC
 DH5246'WITNESS POST, 1.0 M  NORTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST,
 DH5246'AND 1.0 M SOUTHWEST OF AN ORANGE 4X4  PLASTIC WITNESS POST.
 DH5246'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH5246'THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5245 ***********************************************************************
 DH5245  DESIGNATION -  ELK GROVE S GPS
 DH5245  PID         -  DH5245
 DH5245  STATE/COUNTY-  WI/LAFAYETTE
 DH5245  USGS QUAD   -  BELMONT (1952)
 DH5245
 DH5245                         *CURRENT SURVEY CONTROL
 DH5245  ___________________________________________________________________
 DH5245* NAD 83(1997)-  42 39 24.66351(N)    090 21 11.25082(W)     ADJUSTED  
 DH5245* NAVD 88     -                                                        
 DH5245  ___________________________________________________________________
 DH5245  X           -     -28,954.977 (meters)                     COMP
 DH5245  Y           -  -4,697,984.904 (meters)                     COMP
 DH5245  Z           -   4,299,735.012 (meters)                     COMP
 DH5245  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 DH5245  ELLIP HEIGHT-         280.84  (meters)          (08/01/05) GPS OBS
 DH5245  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 DH5245
 DH5245  HORZ ORDER  -  FIRST
 DH5245  ELLP ORDER  -  SECOND    CLASS I
 DH5245
 DH5245.The horizontal coordinates were established by GPS observations
 DH5245.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5245
 DH5245
 DH5245.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5245
 DH5245.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5245
 DH5245.The ellipsoidal height was determined by GPS observations
 DH5245.and is referenced to NAD 83.
 DH5245
 DH5245.The geoid height was determined by GEOID03.
 DH5245
 DH5245;                    North         East     Units Scale Factor Converg.
 DH5245;SPC WI S     -    73,032.235   571,045.727   MT  1.00001630   -0 14 33.5
 DH5245;SPC WI S     -   239,606.59  1,873,505.86   sFT  1.00001630   -0 14 33.5
 DH5245;UTM  15      - 4,726,106.631   716,945.507   MT  1.00017908   +1 47 39.2
 DH5245
 DH5245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5245!SPC WI S     -   0.99995596  x   1.00001630  =   0.99997226
 DH5245!UTM  15      -   0.99995596  x   1.00017908  =   1.00013503
 DH5245
 DH5245                          SUPERSEDED SURVEY CONTROL
 DH5245
 DH5245.No superseded survey control is available for this station.
 DH5245
 DH5245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1694626107(NAD 83)
 DH5245_MARKER: DD = SURVEY DISK
 DH5245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5245_STAMPING: ELK GROVE S GPS 2004
 DH5245_MARK LOGO: WIDT  
 DH5245_PROJECTION: FLUSH
 DH5245_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5245+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5245
 DH5245  HISTORY     - Date     Condition        Report By
 DH5245  HISTORY     - 2003     MONUMENTED       WIDT
 DH5245
 DH5245                          STATION DESCRIPTION
 DH5245
 DH5245'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5245'OWNERSHIP--TOWN OF ELK GROVE.  TO REACH THE STATION FROM THE JUNCTION
 DH5245'OF STATE  HIGHWAY 81 WITH COUNTY HIGHWAY I ABOUT 5 MI SOUTH OF THE
 DH5245'VILLAGE OF BELMONT, GO SOUTH  ON COUNTY I FOR 1.0 MI TO SAINT PETERS
 DH5245'ROAD, TURN RIGHT AND GO WEST ON SAINT PETERS  ROAD FOR 1.5 MI TO THE
 DH5245'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN  DEPARTMENT
 DH5245'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP
 DH5245'OF  A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY
 DH5245'PAVEMENT.  THE STATION IS  8.5 M NORTH OF THE CENTERLINE OF SAINT
 DH5245'PETERS ROAD, 7 M WEST OF THE CENTERLINE OF A FIELD  ENTRANCE, 3.65 M
 DH5245'WEST-SOUTHWEST OF EAST FENCE POST, 1.2 M SOUTH OF A BARBED WIRE FENCE,
 DH5245'1.0 M EAST OF AN ORANGE 4X4 WITNESS POST AND 1.0 M WEST OF AN ORANGE
 DH5245'4X4 PLASTIC WITNESS  POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH5245'OBSTRUCTIONS EXTENDING HIGHER THAN 15  DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0749 ***********************************************************************
 PO0749  DESIGNATION -  ELK MOUND
 PO0749  PID         -  PO0749
 PO0749  STATE/COUNTY-  WI/DUNN
 PO0749  USGS QUAD   -  COLFAX SOUTH (1972)
 PO0749
 PO0749                         *CURRENT SURVEY CONTROL
 PO0749  ___________________________________________________________________
 PO0749* NAD 83(1991)-  44 52 44.03450(N)    091 41 13.59317(W)     ADJUSTED  
 PO0749* NAVD 88     -       378.3    (meters)    1241.     (feet)  VERTCON   
 PO0749  ___________________________________________________________________
 PO0749  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 PO0749  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 PO0749
 PO0749  HORZ ORDER  -  FIRST
 PO0749  VERT ORDER  -  THIRD ? (See Below)
 PO0749
 PO0749.The horizontal coordinates were established by classical geodetic methods
 PO0749.and adjusted by the National Geodetic Survey in March 1999..
 PO0749
 PO0749.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0749.The vertical order pertains to the NGVD 29 superseded value.
 PO0749
 PO0749.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0749
 PO0749.The geoid height was determined by GEOID03.
 PO0749
 PO0749;                    North         East     Units Scale Factor Converg.
 PO0749;SPC WI C     -   117,566.447   466,714.354   MT  0.99994071   -1 11 25.4
 PO0749;SPC WI C     -   385,715.92  1,531,212.01   sFT  0.99994071   -1 11 25.4
 PO0749;UTM  15      - 4,970,336.061   603,693.671   MT  0.99973222   +0 55 35.3
 PO0749
 PO0749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0749!SPC WI C     -   0.99994550  x   0.99994071  =   0.99988621
 PO0749!UTM  15      -   0.99994550  x   0.99973222  =   0.99967773
 PO0749
 PO0749|---------------------------------------------------------------------|
 PO0749| PID    Reference Object                     Distance      Geod. Az  |
 PO0749|                                                           dddmmss.s |
 PO0749| CJ4903 ELK MOUND RM 2                       32.836 METERS 00217     |
 PO0749| CJ4902 ELK MOUND RM 1                       32.559 METERS 22358     |
 PO0749| CJ4901 ELK MOUND AZ MK                                    2431424.1 |
 PO0749|---------------------------------------------------------------------|
 PO0749
 PO0749                          SUPERSEDED SURVEY CONTROL
 PO0749
 PO0749  NAD 83(1991)-  44 52 44.03316(N)    091 41 13.59339(W) AD(       ) 1
 PO0749  NAD 83(1986)-  44 52 44.02782(N)    091 41 13.60631(W) AD(       ) 1
 PO0749  NAD 27      -  44 52 44.17100(N)    091 41 12.99200(W) AD(       ) 1
 PO0749  NGVD 29 (07/19/86)  378.3    (m)         1241.     (f) LEVELING    3  
 PO0749
 PO0749.Superseded values are not recommended for survey control.
 PO0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0749.See file dsdata.txt to determine how the superseded data were derived.
 PO0749
 PO0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK0369470336(NAD 83)
 PO0749_MARKER: DS = TRIANGULATION STATION DISK
 PO0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0749_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PO0749
 PO0749  HISTORY     - Date     Condition        Report By
 PO0749  HISTORY     - 1934     MONUMENTED       CGS
 PO0749  HISTORY     - 1946     GOOD             CGS
 PO0749  HISTORY     - 1972     GOOD             NGS
 PO0749
 PO0749                          STATION DESCRIPTION
 PO0749
 PO0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 PO0749'THIS STATION IS ABOUT 1/2 MILE NORTH OF ELK MOUND, 8 MILES
 PO0749'SOUTH OF COLFAX, AND 12 MILES EAST OF MENOMONIE, IN THE
 PO0749'SOUTHWEST QUARTER SEC. 21, T. 28 N., R. 11 W., ON LAND OWNED
 PO0749'BY ELK MOUND TOWNSHIP.  THE MARK IS SET ON THE HIGHEST PART OF
 PO0749'THE MOUND, 18.5 FEET NORTHEAST OF FLAGPOLE, 46 FEET SOUTHEAST
 PO0749'OF THE CENTERLINE OF ROAD, 77 FEET NORTHWEST OF CENTERLINE
 PO0749'OF ROAD, AND PROJECTS 12 INCHES.
 PO0749'
 PO0749'TO REACH STATION FROM ELK MOUND, GO NORTH ON COUNTY HIGHWAY
 PO0749'H FROM JUNCTION WITH U.S. HIGHWAY 12 IN CENTER OF TOWN, 0.6
 PO0749'MILE TO SIDE ROAD TO RIGHT LEADING UP HILL, TURN RIGHT FOR
 PO0749'0.4 MILE TO TOP OF HILL AND STATION.
 PO0749'
 PO0749'REFERENCE MARK NO. 1 IS WEST-SOUTHWEST OF THE STATION, 15
 PO0749'FEET WEST OF THE CENTERLINE OF THE ROAD ON THE EDGE OF THE
 PO0749'WEST AND SOUTH SLOPE, AND MARK PROJECTS 12 INCHES.
 PO0749'
 PO0749'REFERENCE MARK NO. 2 IS NORTH-NORTHEAST OF THE STATION IN
 PO0749'THE CENTER OF ROAD CIRCLE, 3 FEET SOUTH OF TWIN TREES, AND
 PO0749'PROJECTS 12 INCHES.
 PO0749'
 PO0749'AZIMUTH MARK IS SOUTHWEST OF THE STATION, 0.3 MILE WEST ON
 PO0749'U.S. HIGHWAY 12 FROM JUNCTION WITH COUNTY HIGHWAY H, 32 FEET
 PO0749'NORTHEAST OF CENTERLINE OF U.S. 12, 93 FEET SOUTH OF THE SOUTH
 PO0749'CORNER OF THE POWER SUB-STATION BUILDING, 3 FEET NORTHEAST
 PO0749'OF EDGE OF DITCH BANK, AND PROJECTS 12 INCHES.
 PO0749'
 PO0749'A LIGHT 60 FEET ABOVE MT. WASHINGTON IS VISIBLE FROM THE GROUND.
 PO0749'
 PO0749'A LIGHT 74 FEET ABOVE NELS COMES INTO VIEW AT 13 FEET ABOVE
 PO0749'THE GROUND.
 PO0749'
 PO0749'LIGHTS 4 FEET ABOVE ALBERT, 47 FEET ABOVE SCHNIDER, AND 60
 PO0749'FEET ABOVE STROM AND DACHEL COME INTO VIEW AT 20 FEET ABOVE
 PO0749'THE GROUND.
 PO0749
 PO0749                          STATION RECOVERY (1946)
 PO0749
 PO0749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (WP)
 PO0749'LETTER OF MR. W. PETERSON, ELD MOUND, WISCONSIN, DATED APRIL
 PO0749'18, 1946--
 PO0749'
 PO0749'REFERENCE MARK NO. 1 HAS BEEN DESTROYED.  REFERENCE MARK
 PO0749'DISK RECEIVED AT THIS OFFICE 5/9/46.
 PO0749
 PO0749                          STATION RECOVERY (1972)
 PO0749
 PO0749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JSA)
 PO0749'STATION, REFERENCE MARK NO. 2, AND AZIMUTH MARK RECOVERED IN
 PO0749'GOOD CNDITION.
 PO0749'
 PO0749'NEW CONCRETE BUILDING CONSTRUCTED 0.85 FT. SSW. OF STATION,
 PO0749'9 FT. ESE. OF NW. CORNER OF BUILDING, AND 7 FT. WNW. OF NE.
 PO0749'CORNER OF BUILDING.  BUILDING USED AS LOOKOUT FOR ELK MOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0444 ***********************************************************************
 QN0444  DESIGNATION -  ELK RIVER LOT=1147
 QN0444  PID         -  QN0444
 QN0444  STATE/COUNTY-  WI/PRICE
 QN0444  USGS QUAD   -  PIKE LAKE SE (1971)
 QN0444
 QN0444                         *CURRENT SURVEY CONTROL
 QN0444  ___________________________________________________________________
 QN0444* NAD 83(1991)-  45 45 02.43278(N)    090 06 58.14731(W)     ADJUSTED  
 QN0444* NAVD 88     -       543.     (meters)    1781.     (feet)  SCALED    
 QN0444  ___________________________________________________________________
 QN0444  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 QN0444  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 QN0444
 QN0444  HORZ ORDER  -  SECOND
 QN0444
 QN0444.The horizontal coordinates were established by classical geodetic methods
 QN0444.and adjusted by the National Geodetic Survey in November 1991..
 QN0444
 QN0444.The orthometric height was scaled from a topographic map.
 QN0444
 QN0444.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0444
 QN0444.The geoid height was determined by GEOID03.
 QN0444
 QN0444;                    North         East     Units Scale Factor Converg.
 QN0444;SPC WI N     -    64,915.476   590,962.413   MT  0.99997169   -0 05 01.6
 QN0444;SPC WI N     -   212,976.86  1,938,849.18   sFT  0.99997169   -0 05 01.6
 QN0444;UTM  15      - 5,070,391.621   724,301.494   MT  1.00021857   +2 03 59.7
 QN0444
 QN0444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0444!SPC WI N     -   0.99991967  x   0.99997169  =   0.99989136
 QN0444!UTM  15      -   0.99991967  x   1.00021857  =   1.00013822
 QN0444
 QN0444                          SUPERSEDED SURVEY CONTROL
 QN0444
 QN0444  NAD 83(1986)-  45 45 02.42837(N)    090 06 58.14253(W) AD(       ) 2
 QN0444  NAD 27      -  45 45 02.59300(N)    090 06 57.59900(W) AD(       ) 2
 QN0444
 QN0444.Superseded values are not recommended for survey control.
 QN0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0444.See file dsdata.txt to determine how the superseded data were derived.
 QN0444
 QN0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL2430170392(NAD 83)
 QN0444_MARKER: 57 = LOOKOUT TOWER
 QN0444
 QN0444  HISTORY     - Date     Condition        Report By
 QN0444  HISTORY     - 1952     FIRST OBSERVED   CGS
 QN0444
 QN0444                          STATION DESCRIPTION
 QN0444
 QN0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QN0444'THE STATION IS THE CENTER OF THE ELK RIVER LOOKOUT TOWER, LOCATED
 QN0444'ABOUT 16 MILES NORTH-NORTHEAST OF PRENTICE, 18 MILES
 QN0444'WEST-SOUTHWEST OF HAZELHURST IN SEC. 28, T 38 N, R 3 E AND IN
 QN0444'THE CHEQUAMEGON NATIONAL FOREST.  IT IS A FOUR LEGGED STEEL
 QN0444'STRUCTURE 110 FEET HIGH WITH A SMALL OBSERVATION CAB ON THE
 QN0444'TOP OF THE STRUCTURE.  THE ENTIRE STRUCTURE IS PAINTED GREY.
 QN0444'
 QN0444'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 QN0444'ELK AND THE DISTANCE WAS FOUND TO BE 71.18 FEET (21.697 METERS).
 QN0444'
 QN0444'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13
 QN0444'AND COUNTY TRUNK H JUST NORTHWEST OF THE POST OFFICE IN PHILLIPS,
 QN0444'GO NORTHEAST ON COUNTY TRUNK H FOR 10.0 MILES TO ROAD FORKS,
 QN0444'KEEP LEFT FORK AND CONTINUE EAST ON GRADED ROAD FOR 1.0 MILE TO
 QN0444'ROAD FORK JUST AFTER ENTERING THE CHEQUAMEGON NATIONAL FOREST,
 QN0444'KEEP THE RIGHT FORK AND GO EAST FOR 1.1 MILES TO SIDE ROAD
 QN0444'RIGHT, CONTINUE EAST FOR 3.8 MILES TO CROSSROAD AND SIGN ELK
 QN0444'RIVER LOOKOUT TOWER, TURN RIGHT AND GO SOUTH FOR 0.45 MILE
 QN0444'TO SIDE ROAD LEFT AND SIGN ELK RIVER LOOKOUT TOWER, TURN
 QN0444'LEFT AND GO EAST FOR 0.25 MILE TO THE STATION ON THE LEFT
 QN0444'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0499 ***********************************************************************
 OL0499  DESIGNATION -  ELKHART
 OL0499  PID         -  OL0499
 OL0499  STATE/COUNTY-  WI/SHEBOYGAN
 OL0499  USGS QUAD   -  FRANKLIN (1992)
 OL0499
 OL0499                         *CURRENT SURVEY CONTROL
 OL0499  ___________________________________________________________________
 OL0499* NAD 83(1991)-  43 50 01.73423(N)    087 55 05.34139(W)     ADJUSTED  
 OL0499* NAVD 88     -       285.     (meters)     935.     (feet)  SCALED    
 OL0499  ___________________________________________________________________
 OL0499  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 OL0499  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 OL0499
 OL0499  HORZ ORDER  -  SECOND
 OL0499
 OL0499.The horizontal coordinates were established by classical geodetic methods
 OL0499.and adjusted by the National Geodetic Survey in November 1991..
 OL0499
 OL0499.The orthometric height was scaled from a topographic map.
 OL0499
 OL0499.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0499
 OL0499.The geoid height was determined by GEOID03.
 OL0499
 OL0499;                    North         East     Units Scale Factor Converg.
 OL0499;SPC WI S     -   205,812.660   767,418.674   MT  0.99996101   +1 25 49.6
 OL0499;SPC WI S     -   675,237.04  2,517,772.77   sFT  0.99996101   +1 25 49.6
 OL0499;UTM  16      - 4,853,824.954   426,182.820   MT  0.99966702   -0 38 09.3
 OL0499
 OL0499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0499!SPC WI S     -   0.99996091  x   0.99996101  =   0.99992192
 OL0499!UTM  16      -   0.99996091  x   0.99966702  =   0.99962794
 OL0499
 OL0499|---------------------------------------------------------------------|
 OL0499| PID    Reference Object                     Distance      Geod. Az  |
 OL0499|                                                           dddmmss.s |
 OL0499| CI8605 ELKHART RM 1                         20.937 METERS 00753     |
 OL0499| CI8604 ELKHART AZ MK                                      0891428.0 |
 OL0499| OL0467 KOHLER POWER HOUSE STACK            APPROX.15.4 KM 1330742.5 |
 OL0499| CI8608 ELKHART 2 RM 3                        2.454 METERS 13710     |
 OL0499| CI8607 ELKHART 2 AZ MK                                    2411730.5 |
 OL0499| OL0502 ELKHART 2                             5.141 METERS 24858     |
 OL0499| CI8606 ELKHART RM 2                         26.829 METERS 27713     |
 OL0499|---------------------------------------------------------------------|
 OL0499
 OL0499                          SUPERSEDED SURVEY CONTROL
 OL0499
 OL0499  NAD 83(1986)-  43 50 01.72202(N)    087 55 05.34132(W) AD(       ) 2
 OL0499  NAD 27      -  43 50 01.74400(N)    087 55 05.01100(W) AD(       ) 2
 OL0499
 OL0499.Superseded values are not recommended for survey control.
 OL0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0499.See file dsdata.txt to determine how the superseded data were derived.
 OL0499
 OL0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP2618353825(NAD 83)
 OL0499_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OL0499_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 OL0499
 OL0499  HISTORY     - Date     Condition        Report By
 OL0499  HISTORY     - 1953     MONUMENTED       CGS
 OL0499  HISTORY     - 1972     SEE DESCRIPTION  NGS
 OL0499  HISTORY     - 1979     GOOD             LOCENG
 OL0499  HISTORY     - 20031206 MARK NOT FOUND   USPSQD
 OL0499
 OL0499                          STATION DESCRIPTION
 OL0499
 OL0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OL0499'STATION IS LOCATED ON THE PROPERTY OF A. KLAVES ALONG THE SOUTH SIDE
 OL0499'OF COUNTY HIGHWAY A ABOUT 5
 OL0499'MILES EAST OF ELKHART LAKE AND ABOUT 5 MILES WEST OF HOWARDS GROVE.
 OL0499'IT IS ABOUT 100 FEET NORTHWEST OF AN
 OL0499'OLD GRAVEL PIT, 41 FEET SOUTH OF THE CENTER OF
 OL0499'THE HIGHWAY, 14 FEET WEST OF A FENCE AND 13 FEET SOUTH
 OL0499'OF A FENCE AND WHITE WITNESS
 OL0499'POST.  THE MARK IS 14 INCHES UNDERGROUND AND THE DISK IS STAMPED
 OL0499'ELKHART 1953.
 OL0499'
 OL0499'REFERENCE MARK NO. 1 IS 28 FEET NORTH OF THE CENTER OF THE HIGHWAY
 OL0499'AND 12 FEET SOUTHWEST OF A
 OL0499'LARGE TRIPLE ELM TREE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK
 OL0499'IS STAMPED ELKHART NO 1 1953.
 OL0499'
 OL0499'REFERENCE MARK NO. 2 IS 28 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 OL0499'12 FEET SOUTHWEST OF A TELEPHONE
 OL0499'POLE AND 1 FOOT SOUTH OF A FENCE.  THE MARK IS FLUSH AND THE DISK
 OL0499'IS STAMPED ELKHART NO 2 1953.
 OL0499'
 OL0499'AZIMUTH MARK IS 51 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME
 OL0499'HOUSE, 22 FEET NORTH OF THE
 OL0499'CENTER OF HIGHWAY A, 4 FEET SOUTHWEST OF A POWER POLE AND 1 FOOT
 OL0499'WEST OF A WHITE WITNESS POST.  THE
 OL0499'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 OL0499'ELKHART 1953.
 OL0499'
 OL0499'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 32 AND 42 IN
 OL0499'HOWARDS GROVE, GO SOUTH ON
 OL0499'HIGHWAY 32 FOR 0.15 MILE TO THE JUNCTION OF COUNTY HIGHWAY A.  TURN
 OL0499'RIGHT AND GO WEST ON HIGHWAY A FOR
 OL0499'4.25 MILES TO THE AZIMUTH MARK ON THE RIGHT JUST
 OL0499'SOUTHWEST OF THE FRAME HOUSE.  CONTINUE WEST ON
 OL0499'HIGHWAY A FOR 0.65 MILE TO THE STATION
 OL0499'ON THE LEFT AS DESCRIBED.
 OL0499'
 OL0499'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 OL0499
 OL0499                          STATION RECOVERY (1972)
 OL0499
 OL0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 OL0499'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK IS
 OL0499'OBSTRUCTED BY
 OL0499'TREES AND COULD NOT BE TAKEN.  THE DISTANCE AND DIRECTION
 OL0499'TO THE REFERENCE MARKS CHECKED.
 OL0499'THE DIRECTION TO THE WATER TANK CHECKED.
 OL0499'THE STATION MARK AND REFERENCE MARKS WERE IN THE
 OL0499'WAY OF ROAD WORK AND
 OL0499'A NEW STATION WAS ESTABLISHED.  THE REFERENCE MARKS WERE DESTROYED.
 OL0499'THE STATION MARK WAS
 OL0499'LEFT INTACT SINCE IT IS UNDERGROUND AND IT IS POSSIBLE
 OL0499'THAT IT MAY SURVIVE.  THE AZIMUTH
 OL0499'MARK WAS LEFT INTACT.
 OL0499'
 OL0499'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3/4 MILES
 OL0499'WEST OF FRANKLIN
 OL0499'
 OL0499'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 OL0499
 OL0499                          STATION RECOVERY (1979)
 OL0499
 OL0499'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (KRW)
 OL0499'ELKHART RECOVERED GOOD, THOUGH BURIED 1.0 FEET + OR - UNDER TOP
 OL0499'SOIL.
 OL0499'
 OL0499'ELKHART AZ MARK RECOVERED GOOD CONDITION, WITH WITNESS POST.
 OL0499'
 OL0499'DIRECTION AND DISTANCE TO ELKHART 2 CHECKED.
 OL0499'
 OL0499'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MI. EAST OF ELKHART
 OL0499'LAKE, WIS.
 OL0499
 OL0499                          STATION RECOVERY (2003)
 OL0499
 OL0499'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OL0499'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0502 ***********************************************************************
 OL0502  DESIGNATION -  ELKHART 2
 OL0502  PID         -  OL0502
 OL0502  STATE/COUNTY-  WI/SHEBOYGAN
 OL0502  USGS QUAD   -  FRANKLIN (1992)
 OL0502
 OL0502                         *CURRENT SURVEY CONTROL
 OL0502  ___________________________________________________________________
 OL0502* NAD 83(1991)-  43 50 01.67445(N)    087 55 05.55618(W)     ADJUSTED  
 OL0502* NAVD 88     -       286.     (meters)     938.     (feet)  SCALED    
 OL0502  ___________________________________________________________________
 OL0502  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 OL0502  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 OL0502
 OL0502  HORZ ORDER  -  THIRD
 OL0502
 OL0502.The horizontal coordinates were established by classical geodetic methods
 OL0502.and adjusted by the National Geodetic Survey in November 1991..
 OL0502.No horizontal observational check was made to the station.
 OL0502
 OL0502.The orthometric height was scaled from a topographic map.
 OL0502
 OL0502.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0502
 OL0502.The geoid height was determined by GEOID03.
 OL0502
 OL0502;                    North         East     Units Scale Factor Converg.
 OL0502;SPC WI S     -   205,810.696   767,413.923   MT  0.99996101   +1 25 49.5
 OL0502;SPC WI S     -   675,230.59  2,517,757.18   sFT  0.99996101   +1 25 49.5
 OL0502;UTM  16      - 4,853,823.163   426,178.003   MT  0.99966703   -0 38 09.4
 OL0502
 OL0502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0502!SPC WI S     -   0.99996076  x   0.99996101  =   0.99992177
 OL0502!UTM  16      -   0.99996076  x   0.99966703  =   0.99962780
 OL0502
 OL0502|---------------------------------------------------------------------|
 OL0502| PID    Reference Object                     Distance      Geod. Az  |
 OL0502|                                                           dddmmss.s |
 OL0502| OL0499 ELKHART                               5.141 METERS 06858     |
 OL0502| CI8608 ELKHART 2 RM 3                        6.469 METERS 08937     |
 OL0502| OL0467 KOHLER POWER HOUSE STACK            APPROX.15.4 KM 1330640.3 |
 OL0502| CI8607 ELKHART 2 AZ MK                                    2411058.2 |
 OL0502| CI8609 ELKHART 2 RM 4                        7.368 METERS 27102     |
 OL0502|---------------------------------------------------------------------|
 OL0502
 OL0502                          SUPERSEDED SURVEY CONTROL
 OL0502
 OL0502  NAD 83(1986)-  43 50 01.66225(N)    087 55 05.55611(W) AD(       ) 3
 OL0502  NAD 27      -  43 50 01.68422(N)    087 55 05.22577(W) AD(       ) 3
 OL0502
 OL0502.Superseded values are not recommended for survey control.
 OL0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0502.See file dsdata.txt to determine how the superseded data were derived.
 OL0502
 OL0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP2617853823(NAD 83)
 OL0502_MARKER: DS = TRIANGULATION STATION DISK
 OL0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0502_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OL0502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0502+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2006
 OL0502
 OL0502  HISTORY     - Date     Condition        Report By
 OL0502  HISTORY     - 1972     MONUMENTED       NGS
 OL0502  HISTORY     - 1979     GOOD             LOCENG
 OL0502  HISTORY     - 20031206 GOOD             USPSQD
 OL0502  HISTORY     - 20060416 GOOD             USPSQD
 OL0502
 OL0502                          STATION DESCRIPTION
 OL0502
 OL0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 OL0502'THE STATION IS LOCATED ABOUT 5 MILES EAST OF ELKHART LAKE, ABOUT 5
 OL0502'MILES WEST OF
 OL0502'HOWARDS GROVE, ON ROAD RIGHT-OF-WAY, 30 FEET WEST OF A
 OL0502'FENCE, 55 FEET SOUTH OF
 OL0502'CENTERLINE OF ROAD, 1 FOOT WEST OF A METAL WITNESS
 OL0502'POST AND 35 FEET WEST OF THE NORTHWEST
 OL0502'CORNER OF ABANDONED GRAVEL
 OL0502'PIT.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 OL0502'STAMPED ELKHART 2
 OL0502'1972.
 OL0502'
 OL0502'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 67 AND
 OL0502'COUNTY ROAD A AT
 OL0502'ELKHART LAKE, GO EAST ON ROAD A FOR 2.65 MILES TO THE
 OL0502'JUNCTION OF COUNTY ROAD E. CONTINUE
 OL0502'EAST ON ROAD A FOR 2.0 MILES TO A
 OL0502'PAVED CROSSROAD.  CONTINUE EAST ON ROAD A FOR 0.2
 OL0502'MILE TO THE TOP OF
 OL0502'GRADE AND THE STATION ON THE RIGHT.
 OL0502'
 OL0502'*TO REACH THE AZIMUTH MARK FROM THIS POINT GO SOUTH ON PAVED ROAD
 OL0502'FOR 0.1 MILE TO
 OL0502'THE AZIMUTH MARK ON THE RIGHT.
 OL0502'
 OL0502'REFERENCE MARK 3 IS 55 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 9
 OL0502'FEET WEST OF THE
 OL0502'FENCE AND 1 FOOT WEST OF A METAL WITNESS POST.  THE MONUMENT
 OL0502'PROJECTS 2 INCHES AND THE DISK IS
 OL0502'STAMPED ELKHART 2 NO 3 1972.
 OL0502'
 OL0502'REFERENCE MARK 4 IS 1 FOOT EAST OF A METAL WITNESS POST, 54 FEET
 OL0502'WEST OF THE FENCE
 OL0502'AND 54 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  THE
 OL0502'MONUMENT PROJECTS 2 INCHES AND THE
 OL0502'DISK IS STAMPED ELKHART 2 NO 4 1972.
 OL0502'
 OL0502'THE AZIMUTH MARK IS 27 FEET WEST OF THE CENTERLINE OF THE ROAD, 25
 OL0502'FEET NORTH OF THE
 OL0502'CENTERLINE OF A FIELD ENTRANCE, 75 FEET SOUTH OF THE
 OL0502'CENTERLINE OF A DRIVEWAY AND 1 FOOT
 OL0502'EAST OF A METAL WITNESS POST.  THE
 OL0502'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 OL0502'ELKHART 2 1972.
 OL0502'
 OL0502'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OL0502
 OL0502                          STATION RECOVERY (1979)
 OL0502
 OL0502'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (KW)
 OL0502'ELKHART 2 1972 RECOVERED EXCELLENT, REC AS DESCRIBED.
 OL0502'
 OL0502'ELKHART 2 NO 3 1972 RECOVERED EXCELLENT, REC AS DESCRIBED.
 OL0502'
 OL0502'ELKHART 2 NO 4 1972 RECOVERED EXCELLENT, REC AS DESCRIBED.
 OL0502'
 OL0502'AZIMUTH MARK FOUND IN GOOD CONDITION, WITH WITNESS POST, ALSO.
 OL0502'DISTANCE TO STATION ELKHART CHECKED WELL.
 OL0502'
 OL0502'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES EAST OF ELKHART
 OL0502'LAKE.
 OL0502
 OL0502                          STATION RECOVERY (2003)
 OL0502
 OL0502'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OL0502'STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED IN GOOD
 OL0502'CONDITION. ADD-- THE STATION IS ABOUT 45 FEET WEST OF THE CENTERLINE
 OL0502'OF A GATED GRAVEL DRIVEWAY TO AN ABANDONED GRAVEL PIT ON TOP OF A CUT
 OL0502'AND IS FLUSH WITH THE GROUND.
 OL0502'REFERENCE MARK 1 IS 21.5 FEET EAST OF THE STATION AND FLUSH WITH THE
 OL0502'GROUND.
 OL0502'REFERENCE MARK 2 IS 25.0 FEET WEST OF THE STATION AND FLUSH WITH THE
 OL0502'GROUND.
 OL0502'THE AZIMUTH MARK IS 75 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY TO
 OL0502'--N8060--, IS STAMPED -ELKHART 2-- AND PROJECTS 1 INCH ABOVE GROUND
 OL0502'LEVEL.
 OL0502'NOTE--  THE PAVED CROSSROAD REFERENCED IN THE 1972 DESCRIPTION IS
 OL0502'WILLOW ROAD.
 OL0502
 OL0502                          STATION RECOVERY (2006)
 OL0502
 OL0502'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRB)
 OL0502'THE STATION, RM1, RM2, AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION
 OL0502'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7563 ***********************************************************************
 DE7563  DESIGNATION -  ELKHART LAKE GPS
 DE7563  PID         -  DE7563
 DE7563  STATE/COUNTY-  WI/SHEBOYGAN
 DE7563  USGS QUAD   -  FRANKLIN (1992)
 DE7563
 DE7563                         *CURRENT SURVEY CONTROL
 DE7563  ___________________________________________________________________
 DE7563* NAD 83(1997)-  43 48 38.64832(N)    087 59 28.04920(W)     ADJUSTED  
 DE7563* NAVD 88     -       293.899  (meters)     964.23   (feet)  ADJUSTED  
 DE7563  ___________________________________________________________________
 DE7563  X           -     161,608.958 (meters)                     COMP
 DE7563  Y           -  -4,607,412.419 (meters)                     COMP
 DE7563  Z           -   4,393,119.119 (meters)                     COMP
 DE7563  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 DE7563  ELLIP HEIGHT-         258.24  (meters)          (06/11/03) GPS OBS
 DE7563  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 DE7563  DYNAMIC HT  -         293.839 (meters)     964.04  (feet)  COMP
 DE7563  MODELED GRAV-     980,408.6   (mgal)                       NAVD 88
 DE7563
 DE7563  HORZ ORDER  -  FIRST
 DE7563  VERT ORDER  -  SECOND    CLASS I
 DE7563  ELLP ORDER  -  THIRD     CLASS I
 DE7563
 DE7563.The horizontal coordinates were established by GPS observations
 DE7563.and adjusted by the National Geodetic Survey in June 2003..
 DE7563
 DE7563.The orthometric height was determined by differential leveling
 DE7563.and adjusted by the National Geodetic Survey in May 2003..
 DE7563
 DE7563.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7563
 DE7563.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7563
 DE7563.The ellipsoidal height was determined by GPS observations
 DE7563.and is referenced to NAD 83.
 DE7563
 DE7563.The geoid height was determined by GEOID03.
 DE7563
 DE7563.The dynamic height is computed by dividing the NAVD 88
 DE7563.geopotential number by the normal gravity value computed on the
 DE7563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7563.degrees latitude (g = 980.6199 gals.).
 DE7563
 DE7563.The modeled gravity was interpolated from observed gravity values.
 DE7563
 DE7563;                    North         East     Units Scale Factor Converg.
 DE7563;SPC WI S     -   203,105.238   761,613.126   MT  0.99995805   +1 22 49.1
 DE7563;SPC WI S     -   666,354.44  2,498,725.73   sFT  0.99995805   +1 22 49.1
 DE7563;UTM  16      - 4,851,329.344   420,285.117   MT  0.99967816   -0 41 10.2
 DE7563
 DE7563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7563!SPC WI S     -   0.99995951  x   0.99995805  =   0.99991756
 DE7563!UTM  16      -   0.99995951  x   0.99967816  =   0.99963768
 DE7563
 DE7563                          SUPERSEDED SURVEY CONTROL
 DE7563
 DE7563  NAVD 88 (06/11/03)  293.90   (m)          964.2    (f) LEVELING    3  
 DE7563
 DE7563.Superseded values are not recommended for survey control.
 DE7563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7563.See file dsdata.txt to determine how the superseded data were derived.
 DE7563
 DE7563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP2028551329(NAD 83)
 DE7563_MARKER: DD = SURVEY DISK
 DE7563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7563_STAMPING: ELKHART LAKE GPS 2001
 DE7563_MARK LOGO: WIDT  
 DE7563_PROJECTION: FLUSH
 DE7563_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7563+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2003
 DE7563
 DE7563  HISTORY     - Date     Condition        Report By
 DE7563  HISTORY     - 2000     MONUMENTED       WIDT
 DE7563  HISTORY     - 20031206 GOOD             USPSQD
 DE7563
 DE7563                          STATION DESCRIPTION
 DE7563
 DE7563'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7563'THE STATION IS LOCATED ABOUT 36 KM EAST-NORTHEAST OF FOND DU LAC, AND
 DE7563'21 KM WEST-NORTHWEST OF SHEBOYGAN. OWNERSHIP--TOWN OF RHINE. TO REACH
 DE7563'THE STATION FROM THE JUNCTION OF STATE HIGHWAY 23 WITH STATE HIGHWAY
 DE7563'67 IN THE CITY OF PLYMOUTH, GO NORTH ON STATE HIGHWAY 67 FOR 5.2 KM
 DE7563'TO RACETRACK ROAD ON THE RIGHT, TURN RIGHT AND GO NORTH ON RACETRACK
 DE7563'ROAD FOR 0.5 KM TO WEBER ROAD AND THE STATION ON THE RIGHT. THE
 DE7563'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DE7563'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DE7563'CONCRETE POST AND ABOUT LEVEL WITH THE ROAD PAVEMENT. THE STATION IS
 DE7563'6.2 M NORTH OF THE CENTERLINE OF WEBER ROAD, 79.3 M WEST-NORTHWEST OF
 DE7563'METAL--SNOW MOBILE ROUTE--SIGN, 34 WEST OF EXTENDED CENTERLINE OF
 DE7563'RACETRACK ROAD, 2 M SOUTH OF CULTIVATED FIELD AND 1.0 M SOUTH OF A
 DE7563'WHITE PLASTIC WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE
 DE7563'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE PAVEMENT.
 DE7563
 DE7563                          STATION RECOVERY (2003)
 DE7563
 DE7563'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7563'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1 M EAST AND 1 M
 DE7563'WEST OF TWO ORANGE 4X4 PLASTIC GUARD POSTS AND 1.2 M SOUTH OF A METAL
 DE7563'R/W SIGN POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0284 ***********************************************************************
 NH0284  DESIGNATION -  ELKHORN
 NH0284  PID         -  NH0284
 NH0284  STATE/COUNTY-  WI/WALWORTH
 NH0284  USGS QUAD   -  ELKHORN (1994)
 NH0284
 NH0284                         *CURRENT SURVEY CONTROL
 NH0284  ___________________________________________________________________
 NH0284* NAD 83(1991)-  42 39 58.05609(N)    088 32 34.33669(W)     ADJUSTED  
 NH0284* NAVD 88     -       304.360  (meters)     998.55   (feet)  ADJUSTED  
 NH0284  ___________________________________________________________________
 NH0284  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 NH0284  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 NH0284  DYNAMIC HT  -         304.271 (meters)     998.26  (feet)  COMP
 NH0284  MODELED GRAV-     980,320.0   (mgal)                       NAVD 88
 NH0284
 NH0284  HORZ ORDER  -  SECOND
 NH0284  VERT ORDER  -  FIRST     CLASS II
 NH0284
 NH0284.The horizontal coordinates were established by classical geodetic methods
 NH0284.and adjusted by the National Geodetic Survey in November 1991..
 NH0284
 NH0284.The orthometric height was determined by differential leveling
 NH0284.and adjusted by the National Geodetic Survey in June 1991..
 NH0284
 NH0284.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0284
 NH0284.The geoid height was determined by GEOID03.
 NH0284
 NH0284.The dynamic height is computed by dividing the NAVD 88
 NH0284.geopotential number by the normal gravity value computed on the
 NH0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0284.degrees latitude (g = 980.6199 gals.).
 NH0284
 NH0284.The modeled gravity was interpolated from observed gravity values.
 NH0284
 NH0284;                    North         East     Units Scale Factor Converg.
 NH0284;SPC WI S     -    75,045.042   719,452.590   MT  1.00001423   +1 00 04.3
 NH0284;SPC WI S     -   246,210.28  2,360,404.04   sFT  1.00001423   +1 00 04.3
 NH0284;UTM  16      - 4,724,893.695   373,563.082   MT  0.99979668   -1 02 44.8
 NH0284
 NH0284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0284!SPC WI S     -   0.99995760  x   1.00001423  =   0.99997183
 NH0284!UTM  16      -   0.99995760  x   0.99979668  =   0.99975429
 NH0284
 NH0284:                Primary Azimuth Mark                     Grid Az
 NH0284:SPC WI S     -  ELKHORN MUNICIPAL STANDPIPE              359 21 33.0
 NH0284:UTM  16      -  ELKHORN MUNICIPAL STANDPIPE              001 24 22.1
 NH0284
 NH0284|---------------------------------------------------------------------|
 NH0284| PID    Reference Object                     Distance      Geod. Az  |
 NH0284|                                                           dddmmss.s |
 NH0284| NH1237 ELKHORN MUNICIPAL STANDPIPE         APPROX. 0.7 KM 0002137.3 |
 NH0284| CI8611 ELKHORN RM 1                         19.687 METERS 02443     |
 NH0284| NH1230 ELKHORN ELEMENTARY SCH SPIRE        APPROX. 0.7 KM 0263254.0 |
 NH0284| NH1226 DELAVAN LAKE LAWN HOTEL TANK        APPROX. 6.4 KM 2254221.8 |
 NH0284| NH1241 BORG FARMS TK 2 MI E DELAVAN        APPROX. 8.4 KM 2323250.5 |
 NH0284| NH1263 DELAVAN NESTLES MILK CO STK         APPROX. 9.8 KM 2423821.5 |
 NH0284| NH1256 DARIEN DEAN MILK CO STACK           APPROX.15.7 KM 2424341.6 |
 NH0284| NH1264 DELAVAN BRADLEY KNIT MILLS TK       APPROX. 8.4 KM 2431341.6 |
 NH0284| NH1261 DELAVAN HIGH SCHOOL CUPOLA          APPROX. 9.5 KM 2443343.0 |
 NH0284| NH1262 DELAVAN ST ANDREWS CH SPIRE         APPROX. 8.7 KM 2445837.9 |
 NH0284| NH1260 DELAVAN MUNICIPAL TANK              APPROX. 9.4 KM 2470103.8 |
 NH0284| NH1224 FOREST                              APPROX. 1.3 KM 2492404.4 |
 NH0284| CI8610 ELKHORN RM                           18.330 METERS 28857     |
 NH0284| CI8612 ELKHORN RM 2                         18.312 METERS 28858     |
 NH0284| NH1232 ELKHORN ST PATRICKS CH SPIRE        APPROX. 0.7 KM 3375348.3 |
 NH0284|---------------------------------------------------------------------|
 NH0284
 NH0284                          SUPERSEDED SURVEY CONTROL
 NH0284
 NH0284  NAD 83(1986)-  42 39 58.05376(N)    088 32 34.34321(W) AD(       ) 2
 NH0284  NAD 27      -  42 39 57.99900(N)    088 32 33.98300(W) AD(       ) 2
 NH0284  NGVD 29 (??/??/92)  304.422  (m)          998.76   (f) ADJ UNCH    1 2
 NH0284
 NH0284.Superseded values are not recommended for survey control.
 NH0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0284.See file dsdata.txt to determine how the superseded data were derived.
 NH0284
 NH0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7356324894(NAD 83)
 NH0284_MARKER: DS = TRIANGULATION STATION DISK
 NH0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0284_STAMPING: ELKHORN 1920
 NH0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0284+STABILITY: SURFACE MOTION
 NH0284
 NH0284  HISTORY     - Date     Condition        Report By
 NH0284  HISTORY     - 1920     MONUMENTED       CGS
 NH0284  HISTORY     - 1930     GOOD             CGS
 NH0284  HISTORY     - 1935     GOOD             CGS
 NH0284  HISTORY     - 1957     GOOD             NGS
 NH0284  HISTORY     - 1957     MARK NOT FOUND   NGS
 NH0284  HISTORY     - 1958     MARK NOT FOUND   USGS
 NH0284
 NH0284                          STATION DESCRIPTION
 NH0284
 NH0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH0284'STATION IS LOCATED AT ELKHORN, ABOUT 125 YARDS E OF THE
 NH0284'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION,
 NH0284'ON THE N SIDE OF THE TRACK, 30 YARDS NW OF THE FREIGHT STATION,
 NH0284'45 YARDS N OF S WISCONSIN STREET, 60 YARDS SW OF THE ELKHORN
 NH0284'LUMBER CO. OFFICE, 21.93 METERS (71.95 FEET) N OF THE N AND
 NH0284'NEAREST RAIL OF THE MAIN LINE, AND 4.33 METERS (14.21 FEET)
 NH0284'S OF THE S AND NEAREST RAIL OF THE EAGLE DIVISION.  SURFACE,
 NH0284'UNDERGROUND, AND REFERENCE MARKS ARE BRONZE TABLETS SET IN
 NH0284'CONCRETE AS DESCRIBED.
 NH0284'
 NH0284'REFERENCE MARK IS ON THE OPPOSITE SIDE OF THE EAGLE DIVISION
 NH0284'TRACKS, 18.33 METERS (60.14 FEET) FROM THE STATION,
 NH0284'N 71 DEG 03 MIN W.
 NH0284
 NH0284                          STATION RECOVERY (1930)
 NH0284
 NH0284'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 NH0284'MARK WAS FOUND AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 NH0284'ADEQUATE.  THIS IS A TRAVERSE STATION.
 NH0284
 NH0284                          STATION RECOVERY (1935)
 NH0284
 NH0284'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH0284'STATION WAS RECOVERED AS ORIGINALLY DESCRIBED WITH THE FOLLOWING
 NH0284'EXCEPTIONS--
 NH0284'
 NH0284'THE DISTANCE TO REFERENCE MARK FAILED TO CHECK BY 0.06 FOOT
 NH0284'AND THE STATION MARK IS 74.2 FEET N OF N RAIL OF MAIN TRACK
 NH0284'INSTEAD OF 71.95 FEET (TRACK HAS BEEN MOVED).  MARKS WERE
 NH0284'IN GOOD CONDITION.  ANOTHER REFERENCE MARK WAS SET AND STAMPED,
 NH0284'R.M. NO. 1 1935.  THE ORIGINAL REFERENCE MARK IS STAMPED, R.M.
 NH0284'NO. 2 1920.
 NH0284'
 NH0284'STATION MARK IS A TRAVERSE STATION OF THE U.S.C. AND G.S.
 NH0284'IT IS ON THE N SIDE OF THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NH0284'PACIFIC RAILROAD TRACKS IN ELKHORN.  30 YARDS NW OF FREIGHT
 NH0284'STATION.  125 YARDS E OF PASSENGER STATION.  45 YARDS N OF
 NH0284'S WISCONSIN STREET.  72 FEET S OF E-W STREET ON N SIDE OF
 NH0284'FREIGHT STATION.  60 YARDS SW OF ELKHORN LUMBER CO. OFFICE.
 NH0284'74.2 FEET N OF N RAIL OF MAIN TRACK.  14.21 FEET (4.33 METERS)
 NH0284'S OF S RAIL OF EAGLE DIVISION TRACKS.  41.8 FEET W OF SWITCH
 NH0284'SIGNAL POST.  MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE
 NH0284'AS DESCRIBED.
 NH0284'
 NH0284'SURFACE MARK IS FLUSH WITH THE GROUND.
 NH0284'
 NH0284'REFERENCE MARK NO. 1, 1935, IS NNE OF THE STATION.  5 FEET E
 NH0284'OF POLE SUPPORTING TRANSFORMER.  21 FEET S OF CENTER LINE OF
 NH0284'STREET N OF FREIGHT STATION, AND PROJECTS 3 INCHES.
 NH0284'
 NH0284'REFERENCE MARK NO. 2, 1920, IS WNW OF THE STATION.  19 FEET
 NH0284'N OF N RAIL OF EAGLE DIVISION TRACKS, AND IS SET FLUSH WITH
 NH0284'THE GROUND.  DISTANCE BETWEEN THE REFERENCE MARKS IS 92.55
 NH0284'FEET.
 NH0284'
 NH0284'FOREST 1920, ANOTHER TRAVERSE STATION, IS AZIMUTH MARK FOR
 NH0284'THIS STATION.  MARK IS 1,334.30 METERS (4,377.62 FEET) WSW
 NH0284'OF THE STATION.  ON THE S SIDE OF THE CHICAGO, MILWAUKEE,
 NH0284'ST. PAUL AND PACIFIC RAILROAD TRACKS.  135 YARDS W OF W SWITCH
 NH0284'SIGNAL FOR ELKHORN SIDING.  1/4 MILE W OF DALLAS E. DAVIS
 NH0284'HOLSTEIN DAIRY FARM.  99 FEET WSW OF BRIDGE POST NO. 130
 NH0284'ON N SIDE OF TRACKS.  2.05 METERS (6.73 FEET) S OF S RAIL OF
 NH0284'TRACK.  MARK IS FLUSH WITH THE GROUND.
 NH0284'
 NH0284'A 64-FOOT SIGNAL WAS USED AT THIS STATION.
 NH0284'
 NH0284'A 74-FOOT SIGNAL AT GATES IS VISIBLE AT 37 FEET.
 NH0284'
 NH0284'A 100-FOOT SIGNAL AT DUNN R.M. 1920 IS VISIBLE AT 37 FEET.
 NH0284
 NH0284                          STATION RECOVERY (1957)
 NH0284
 NH0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 NH0284'AT ELKHORN.
 NH0284'AT ELKHORN, WALWORTH COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL
 NH0284'AND PACIFIC RAILROAD, ABOUT 125 YARDS EAST OF THE STATION, 60
 NH0284'YARDS SOUTHWEST OF THE ELKHORN LUMBER CO. OFFICE, 45 YARDS
 NH0284'EAST OF THE EAST CURB OF SOUTH WISCONSIN STREET, 30 YARDS WEST
 NH0284'OF THE NORTH LOADING DOOR OF THE FREIGHT STATION, 74 FEET NORTH
 NH0284'OF THE NORTH RAIL OF THE MAIN TRACK, AND 14.2 FEET SOUTH OF THE
 NH0284'SOUTH RAIL, OF THE EAGLE DIVISION TRACKS.  A STANDARD
 NH0284'TRIANGULATION-STATION DISK, STAMPED ELKHORN 1920 AND SET IN
 NH0284'THE TOP OF A CONCRETE POST.
 NH0284
 NH0284                          STATION RECOVERY (1957)
 NH0284
 NH0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 NH0284'MARK NOT FOUND.
 NH0284
 NH0284                          STATION RECOVERY (1958)
 NH0284
 NH0284'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 NH0284'THE STATION HAS PROBABLY BEEN DESTROYED DUE TO BUILDING IN
 NH0284'THE AREA, HOWEVER, REFERENCE MARK 1, 1935 WAS FOUND IN GOOD
 NH0284'CONDITION.
 NH0284'
 NH0284'REFERENCE MARK 2, 1920 WAS NOT FOUND AS WAS FOREST 1920 ANOTHER
 NH0284'TRAVERSE STATION, WHICH WAS THE AZIMUTH MARK FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1230 ***********************************************************************
 NH1230  DESIGNATION -  ELKHORN ELEMENTARY SCH SPIRE
 NH1230  PID         -  NH1230
 NH1230  STATE/COUNTY-  WI/WALWORTH
 NH1230  USGS QUAD   -  ELKHORN (1994)
 NH1230
 NH1230                         *CURRENT SURVEY CONTROL
 NH1230  ___________________________________________________________________
 NH1230* NAD 83(1991)-  42 40 18.94105(N)    088 32 20.19572(W)     ADJUSTED  
 NH1230* NAVD 88     -                                                        
 NH1230  ___________________________________________________________________
 NH1230  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 NH1230  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 NH1230
 NH1230  HORZ ORDER  -  THIRD
 NH1230
 NH1230.The horizontal coordinates were established by classical geodetic methods
 NH1230.and adjusted by the National Geodetic Survey in November 1991..
 NH1230
 NH1230
 NH1230.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1230
 NH1230.The geoid height was determined by GEOID03.
 NH1230
 NH1230;                    North         East     Units Scale Factor Converg.
 NH1230;SPC WI S     -    75,695.040   719,763.280   MT  1.00001295   +1 00 14.0
 NH1230;SPC WI S     -   248,342.81  2,361,423.36   sFT  1.00001295   +1 00 14.0
 NH1230;UTM  16      - 4,725,532.041   373,896.719   MT  0.99979564   -1 02 35.6
 NH1230
 NH1230                          SUPERSEDED SURVEY CONTROL
 NH1230
 NH1230  NAD 83(1986)-  42 40 18.93743(N)    088 32 20.20229(W) AD(       ) 4
 NH1230  NAD 27      -  42 40 18.88500(N)    088 32 19.84000(W) AD(       ) 3
 NH1230
 NH1230.Superseded values are not recommended for survey control.
 NH1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1230.See file dsdata.txt to determine how the superseded data were derived.
 NH1230
 NH1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7389725532(NAD 83)
 NH1230_MARKER: 55 = TOWER
 NH1230
 NH1230  HISTORY     - Date     Condition        Report By
 NH1230  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1230  HISTORY     - 1957     GOOD             CGS
 NH1230  HISTORY     - 20000226 MARK NOT FOUND   USPSQD
 NH1230  HISTORY     - 20021215 GOOD             USPSQD
 NH1230
 NH1230                          STATION DESCRIPTION
 NH1230
 NH1230'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1230'THIS STATION IS THE TOWER ON THE ELKHORN PUBLIC SCHOOL IN
 NH1230'THE TOWN OF ELKHORN, WISCONSIN.  IT IS LOCATED AT THE EASTERN
 NH1230'PART OF THE BUSINESS DISTRICT, ABOUT 145 FEET EAST OF THE
 NH1230'CENTERLINE OF JACKSON STREET, AND ABOUT 15 FEET SOUTH OF A
 NH1230'LINE PROJECTED EAST FROM THE CENTERLINE OF E. WALWORTH STREET.
 NH1230'THE BUILDING WAS ERECTED IN 1887.  THE TOWER IS QUITE PROMINENT.
 NH1230'
 NH1230'THE TOWER IS ON THE WEST SIDE OF A YELLOW BRICK BUILDING.
 NH1230'IT IS A SQUARE YELLOW BRICK STRUCTURE ABOUT 80 FEET HIGH
 NH1230'WITH BALCONIED SEMI-CIRCULAR OPENINGS ON EACH SIDE AT THE
 NH1230'TOP.  THE SQUAT FOUR-SIDED PYRAMIDAL SHINGLED ROOF, ABOUT
 NH1230'20 FEET HIGH, HAS A SMALL LOUVERED DORMER WINDOW ON EACH SIDE
 NH1230'AND A SHORT FINIAL AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT
 NH1230'100 FEET.
 NH1230
 NH1230                          STATION RECOVERY (1957)
 NH1230
 NH1230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1230'THE STATION IS THE FINIAL OF THE SPIRE ON TOP OF THE ELKHORN
 NH1230'COMMON SCHOOL DISTRICT ELEMENTARY SCHOOL, LOCATED AT 13 NORTH
 NH1230'JACKSON STREET IN ELKHORN.  THE SPIRE IS COVERED WITH SLATE
 NH1230'SHINGLES.  THE OVERALL HEIGHT IS ABOUT 75 FEET.
 NH1230
 NH1230                          STATION RECOVERY (2000)
 NH1230
 NH1230'RECOVERY NOTE BY US POWER SQUADRON 2000
 NH1230'MARK NOT FOUND.
 NH1230
 NH1230                          STATION RECOVERY (2002)
 NH1230
 NH1230'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 NH1230'RECOVERED IN GOOD CONDITION.  THE BUILDING IS NOW OCCUPIED BY THE
 NH1230'ELKHORN SCHOOL'S ADMINISTRATIVE SERVICE CENTER.  IT IS CALLED 'THE
 NH1230'1887 BUILDING' BECAUSE THE NUMBER 1887 IS VERY PROMINENT ON THE FACE
 NH1230'OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1238 ***********************************************************************
 NH1238  DESIGNATION -  ELKHORN F HOLTON AND CO TANK
 NH1238  PID         -  NH1238
 NH1238  STATE/COUNTY-  WI/WALWORTH
 NH1238  USGS QUAD   -  ELKHORN (1994)
 NH1238
 NH1238                         *CURRENT SURVEY CONTROL
 NH1238  ___________________________________________________________________
 NH1238* NAD 83(1991)-  42 40 41.04651(N)    088 32 50.23059(W)     ADJUSTED  
 NH1238* NAVD 88     -                                                        
 NH1238  ___________________________________________________________________
 NH1238  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 NH1238  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 NH1238
 NH1238  HORZ ORDER  -  THIRD
 NH1238
 NH1238.The horizontal coordinates were established by classical geodetic methods
 NH1238.and adjusted by the National Geodetic Survey in November 1991..
 NH1238
 NH1238
 NH1238.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1238
 NH1238.The geoid height was determined by GEOID03.
 NH1238
 NH1238;                    North         East     Units Scale Factor Converg.
 NH1238;SPC WI S     -    76,365.112   719,067.587   MT  1.00001160   +0 59 53.4
 NH1238;SPC WI S     -   250,541.20  2,359,140.91   sFT  1.00001160   +0 59 53.4
 NH1238;UTM  16      - 4,726,226.388   373,225.550   MT  0.99979773   -1 02 56.4
 NH1238
 NH1238                          SUPERSEDED SURVEY CONTROL
 NH1238
 NH1238  NAD 83(1986)-  42 40 41.04251(N)    088 32 50.23671(W) AD(       ) 4
 NH1238  NAD 27      -  42 40 40.99000(N)    088 32 49.87100(W) AD(       ) 3
 NH1238
 NH1238.Superseded values are not recommended for survey control.
 NH1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1238.See file dsdata.txt to determine how the superseded data were derived.
 NH1238
 NH1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7322626226(NAD 83)
 NH1238_MARKER: 53 = ELEVATED TANK
 NH1238
 NH1238  HISTORY     - Date     Condition        Report By
 NH1238  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1238  HISTORY     - 1957     GOOD             CGS
 NH1238  HISTORY     - 20000226 MARK NOT FOUND   USPSQD
 NH1238
 NH1238                          STATION DESCRIPTION
 NH1238
 NH1238'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1238'THIS STATION IS THE SMALL SLIM BLACK TANK AT THE FRANK HOLTON
 NH1238'AND COMPANY PLANT IN THE NORTHWESTERN PART OF THE TOWN OF
 NH1238'ELKHORN, WISCONSIN.  IT IS LOCATED ABOUT 240 FEET SOUTH
 NH1238'OF FIRST AVENUE, AND ABOUT 160 FEET WEST OF THE CENTERLINE
 NH1238'OF CHURCH STREET.  THE TANK WAS ERECTED IN 1904 AND IS NOT
 NH1238'ESPECIALLY PROMINENT.
 NH1238'
 NH1238'THE TANK HAS FOUR I-BEAM LEGS ABOUT 90 FEET HIGH.  THE BLACK
 NH1238'HOOPED WOODEN TANK, ABOUT 20 FEET HIGH, SETS ON A BLACK
 NH1238'OCTAGONAL WOODEN RAILED PLATFORM.  IT HAS THE WORDS HOLTON
 NH1238'BAND INSTRUMENTS PAINTED IN WHITE LETTERS ON THE NORTH AND
 NH1238'SOUTH SIDES.  THE FLAT CONICAL TOP HAS A SHORT FINIAL AND
 NH1238'ARROW AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT 110 FEET.
 NH1238
 NH1238                          STATION RECOVERY (1957)
 NH1238
 NH1238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1238'THE STATION IS THE RED AND SILVER COLORED WOOD WATER TANK
 NH1238'AT THE FRANK HOLTON AND CO. PLANT IN ELKHORN, WISCONSIN.
 NH1238'IT IS SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE AND THE
 NH1238'TOTAL HEIGHT IS 90 FEET.
 NH1238'
 NH1238'IT IS LOCATED ON NORTH CHURCH STREET BETWEEN FIRST STREET AND
 NH1238'AND WEST PAGE STREET.  IT IS 30 FEET NORTH OF A BRICK BUILDING,
 NH1238'16 FEET WEST OF A BRICK AND WOOD BUILDING, 32 FEET EAST
 NH1238'OF A TIN BUILDING AND 27 FEET SOUTH OF A WOODEN BUILDING.
 NH1238
 NH1238                          STATION RECOVERY (2000)
 NH1238
 NH1238'RECOVERY NOTE BY US POWER SQUADRON 2000
 NH1238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1655 ***********************************************************************
 NH1655  CBN         -  This is a Cooperative Base Network Control Station.
 NH1655  DESIGNATION -  ELKHORN GPS
 NH1655  PID         -  NH1655
 NH1655  STATE/COUNTY-  WI/WALWORTH
 NH1655  USGS QUAD   -  ELKHORN (1994)
 NH1655
 NH1655                         *CURRENT SURVEY CONTROL
 NH1655  ___________________________________________________________________
 NH1655* NAD 83(1997)-  42 39 54.56947(N)    088 30 57.25740(W)     ADJUSTED  
 NH1655* NAVD 88     -       314.464  (meters)    1031.70   (feet)  ADJUSTED  
 NH1655  ___________________________________________________________________
 NH1655  X           -     121,661.335 (meters)                     COMP
 NH1655  Y           -  -4,695,872.703 (meters)                     COMP
 NH1655  Z           -   4,300,413.380 (meters)                     COMP
 NH1655  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 NH1655  ELLIP HEIGHT-         280.43  (meters)          (04/28/99) GPS OBS
 NH1655  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 NH1655  DYNAMIC HT  -         314.372 (meters)    1031.40  (feet)  COMP
 NH1655  MODELED GRAV-     980,319.5   (mgal)                       NAVD 88
 NH1655
 NH1655  HORZ ORDER  -  A
 NH1655  VERT ORDER  -  SECOND    CLASS I
 NH1655  ELLP ORDER  -  THIRD     CLASS I
 NH1655
 NH1655.The horizontal coordinates were established by GPS observations
 NH1655.and adjusted by the National Geodetic Survey in April 1999..
 NH1655
 NH1655.The orthometric height was determined by differential leveling
 NH1655.and adjusted by the National Geodetic Survey in February 2004..
 NH1655
 NH1655.Photographs are available for this station.
 NH1655
 NH1655.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1655
 NH1655.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1655
 NH1655.The ellipsoidal height was determined by GPS observations
 NH1655.and is referenced to NAD 83.
 NH1655
 NH1655.The geoid height was determined by GEOID03.
 NH1655
 NH1655.The dynamic height is computed by dividing the NAVD 88
 NH1655.geopotential number by the normal gravity value computed on the
 NH1655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH1655.degrees latitude (g = 980.6199 gals.).
 NH1655
 NH1655.The modeled gravity was interpolated from observed gravity values.
 NH1655
 NH1655;                    North         East     Units Scale Factor Converg.
 NH1655;SPC WI S     -    74,976.457   721,664.933   MT  1.00001444   +1 01 11.0
 NH1655;SPC WI S     -   245,985.26  2,367,662.37   sFT  1.00001444   +1 01 11.0
 NH1655;UTM  16      - 4,724,746.159   375,771.074   MT  0.99978987   -1 01 38.9
 NH1655
 NH1655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1655!SPC WI S     -   0.99995602  x   1.00001444  =   0.99997046
 NH1655!UTM  16      -   0.99995602  x   0.99978987  =   0.99974590
 NH1655
 NH1655                          SUPERSEDED SURVEY CONTROL
 NH1655
 NH1655  ELLIP H (05/28/98)  280.53   (m)                       GP(       ) 4 1
 NH1655  ELLIP H (05/19/94)  246.87   (m)                       GP(       ) 4 1
 NH1655  NAD 83(1991)-  42 39 54.56874(N)    088 30 57.25532(W) AD(       ) B
 NH1655  ELLIP H (06/11/91)  280.53   (m)                       GP(       ) 4 1
 NH1655  NAVD 88 (04/02/04)  314.46   (m)         1031.7    (f) LEVELING    3  
 NH1655  NGVD 29 (06/11/91)  314.5    (m)         1032.     (f) GPS OBS        
 NH1655
 NH1655.Superseded values are not recommended for survey control.
 NH1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1655.See file dsdata.txt to determine how the superseded data were derived.
 NH1655
 NH1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7577124746(NAD 83)
 NH1655_MARKER: DH = HORIZONTAL CONTROL DISK
 NH1655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1655_SP_SET: F
 NH1655_STAMPING: ELKHORN GPS 1989
 NH1655_MARK LOGO: NGS   
 NH1655_PROJECTION: FLUSH
 NH1655_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NH1655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH1655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1655+SATELLITE: SATELLITE OBSERVATIONS - 2002
 NH1655
 NH1655  HISTORY     - Date     Condition        Report By
 NH1655  HISTORY     - 1989     MONUMENTED       WIDT
 NH1655  HISTORY     - 19900812 GOOD
 NH1655  HISTORY     - 19900911 GOOD
 NH1655  HISTORY     - 19930505 GOOD             NOS
 NH1655  HISTORY     - 19970621 GOOD             NGS
 NH1655  HISTORY     - 19971201 GOOD             WIHD
 NH1655  HISTORY     - 20000310 GOOD             SECI
 NH1655  HISTORY     - 2002     GOOD             WIDT
 NH1655
 NH1655                          STATION DESCRIPTION
 NH1655
 NH1655'DESCRIBED BY WI DEPT OF TRANSP 1989
 NH1655'THE STATION IS LOCATED ABOUT 39.0 KM (24.25 MI) EAST OF JANESVILLE,
 NH1655'60.0 KM (37.30 MI) WEST OF KENOSHA, 24.0 KM (14.90 MI) SOUTHEAST OF
 NH1655'WHITEWATER.  OWNERSHIP--U.S. HIGHWAY R.O.W.
 NH1655'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 11 AND U.S. HIGHWAY 12, IN
 NH1655'ELKHORN, GO SOUTH FOR 0.64 KM (0.40 MI) ON U.S. HIGHWAY 12 ON RAMP
 NH1655'(FRONTAGE ROAD) TO ITS JUNCTION WITH COUNTY ROAD NN, CONTINUE STRAIGHT
 NH1655'AND GO SOUTH FOR 0.32 KM (0.20 MI) ON THE U.S. HIGHWAY 12 FRONTAGE
 NH1655'ROAD TO THE STATION ON THE RIGHT.
 NH1655'THE STATION IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED--ELKHORN
 NH1655'GPS 1989--, SET INTO THE TOP OF A 40 CM DIAMETER CONCRETE MONUMENT SET
 NH1655'FLUSH WITH THE GROUND.  LOCATED 0.85 M (2.8 FT) EAST FROM A CARSONITE
 NH1655'WITNESS POST, 2.4 M (7.9 FT) EAST FROM THE R.O.W. FENCE, 13.6 M
 NH1655'(44.6 FT) WEST FROM THE WEST EDGE OF THE FRONTAGE ROAD ON RAMP
 NH1655'PAVEMENT.
 NH1655
 NH1655                          STATION RECOVERY (1990)
 NH1655
 NH1655'RECOVERED 1990
 NH1655'RECOVERED IN GOOD CONDITION.
 NH1655
 NH1655                          STATION RECOVERY (1990)
 NH1655
 NH1655'RECOVERED 1990
 NH1655'RECOVERED IN GOOD CONDITION.
 NH1655
 NH1655                          STATION RECOVERY (1993)
 NH1655
 NH1655'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 NH1655'RECOVERED IN GOOD CONDITION.
 NH1655
 NH1655                          STATION RECOVERY (1997)
 NH1655
 NH1655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 NH1655'RECOVERED AS DESCRIBED.
 NH1655
 NH1655                          STATION RECOVERY (1997)
 NH1655
 NH1655'RECOVERY NOTE BY WI HIGHWAY DEPT 1997 (CSM)
 NH1655'RECOVERED AS DESCRIBED.
 NH1655
 NH1655                          STATION RECOVERY (2000)
 NH1655
 NH1655'RECOVERY NOTE BY SMITH ENG CONS INC 2000 (MRF)
 NH1655'RECOVERED AS DESCRIBED
 NH1655'
 NH1655
 NH1655                          STATION RECOVERY (2002)
 NH1655
 NH1655'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (DJH)
 NH1655'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1227 ***********************************************************************
 NH1227  DESIGNATION -  ELKHORN HIGH SCHOOL CUPOLA
 NH1227  PID         -  NH1227
 NH1227  STATE/COUNTY-  WI/WALWORTH
 NH1227  USGS QUAD   -  ELKHORN (1994)
 NH1227
 NH1227                         *CURRENT SURVEY CONTROL
 NH1227  ___________________________________________________________________
 NH1227* NAD 83(1991)-  42 40 20.36815(N)    088 32 19.67388(W)     ADJUSTED  
 NH1227* NAVD 88     -                                                        
 NH1227  ___________________________________________________________________
 NH1227  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 NH1227  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 NH1227
 NH1227  HORZ ORDER  -  THIRD
 NH1227
 NH1227.The horizontal coordinates were established by classical geodetic methods
 NH1227.and adjusted by the National Geodetic Survey in November 1991..
 NH1227
 NH1227
 NH1227.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1227
 NH1227.The geoid height was determined by GEOID03.
 NH1227
 NH1227;                    North         East     Units Scale Factor Converg.
 NH1227;SPC WI S     -    75,739.279   719,774.389   MT  1.00001286   +1 00 14.4
 NH1227;SPC WI S     -   248,487.95  2,361,459.81   sFT  1.00001286   +1 00 14.4
 NH1227;UTM  16      - 4,725,575.845   373,909.398   MT  0.99979560   -1 02 35.3
 NH1227
 NH1227                          SUPERSEDED SURVEY CONTROL
 NH1227
 NH1227  NAD 83(1986)-  42 40 20.36428(N)    088 32 19.67999(W) AD(       ) 4
 NH1227  NAD 27      -  42 40 20.31100(N)    088 32 19.31800(W) AD(       ) 3
 NH1227
 NH1227.Superseded values are not recommended for survey control.
 NH1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1227.See file dsdata.txt to determine how the superseded data were derived.
 NH1227
 NH1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7390925576(NAD 83)
 NH1227_MARKER: 86 = CUPOLA
 NH1227
 NH1227  HISTORY     - Date     Condition        Report By
 NH1227  HISTORY     - 1957     FIRST OBSERVED   CGS
 NH1227  HISTORY     - 20021215 MARK NOT FOUND   USPSQD
 NH1227
 NH1227                          STATION DESCRIPTION
 NH1227
 NH1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1227'THE STATION IS THE FINIAL ON THE CUPOLA OF THE ELKHORN COMMON
 NH1227'SCHOOL DISTRICT HIGH SCHOOL LOCATED AT 13 NORTH JACKSON STREET
 NH1227'IN ELKHORN.  THE CUPOLA IS SILVER COLORED.  THE OVERALL
 NH1227'HEIGHT IS ABOUT 65 FEET.
 NH1227
 NH1227                          STATION RECOVERY (2002)
 NH1227
 NH1227'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 NH1227'NOT FOUND. THE ELKHORN HIGH SCHOOL BUILDING OF 1957 IS NOW OCCUPIED BY
 NH1227'THE MIDDLE SCHOOL WHICH HAS GONE THROUGH SEVERAL MODIFICATIONS WITH
 NH1227'1995 BEING THE LASTEST AND MORE PLANNED FOR 2003. THE CUPOLA IS NOT
 NH1227'PRESENT. A NEW HIGH SCHOOL WAS BUILT IN 1967 AT A DIFFERENT SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1237 ***********************************************************************
 NH1237  DESIGNATION -  ELKHORN MUNICIPAL STANDPIPE
 NH1237  PID         -  NH1237
 NH1237  STATE/COUNTY-  WI/WALWORTH
 NH1237  USGS QUAD   -  ELKHORN (1994)
 NH1237
 NH1237                         *CURRENT SURVEY CONTROL
 NH1237  ___________________________________________________________________
 NH1237* NAD 83(1991)-  42 40 20.67225(N)    088 32 34.14392(W)     ADJUSTED  
 NH1237* NAVD 88     -                                                        
 NH1237  ___________________________________________________________________
 NH1237  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 NH1237  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 NH1237
 NH1237  HORZ ORDER  -  THIRD
 NH1237
 NH1237.The horizontal coordinates were established by classical geodetic methods
 NH1237.and adjusted by the National Geodetic Survey in November 1991..
 NH1237
 NH1237
 NH1237.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1237
 NH1237.The geoid height was determined by GEOID03.
 NH1237
 NH1237;                    North         East     Units Scale Factor Converg.
 NH1237;SPC WI S     -    75,742.896   719,444.785   MT  1.00001284   +1 00 04.4
 NH1237;SPC WI S     -   248,499.82  2,360,378.43   sFT  1.00001284   +1 00 04.4
 NH1237;UTM  16      - 4,725,591.231   373,580.205   MT  0.99979663   -1 02 45.1
 NH1237
 NH1237                          SUPERSEDED SURVEY CONTROL
 NH1237
 NH1237  NAD 83(1986)-  42 40 20.66911(N)    088 32 34.15020(W) AD(       ) 4
 NH1237  NAD 27      -  42 40 20.61000(N)    088 32 33.78800(W) AD(       ) 3
 NH1237
 NH1237.Superseded values are not recommended for survey control.
 NH1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1237.See file dsdata.txt to determine how the superseded data were derived.
 NH1237
 NH1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7358025591(NAD 83)
 NH1237_MARKER: 52 = STANDPIPE TANK
 NH1237
 NH1237  HISTORY     - Date     Condition        Report By
 NH1237  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1237  HISTORY     - 1958     SEE DESCRIPTION  USGS
 NH1237  HISTORY     - 20021215 MARK NOT FOUND   USPSQD
 NH1237
 NH1237                          STATION DESCRIPTION
 NH1237
 NH1237'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1237'THIS STATION IS THE MUNICIPAL STANDPIPE IN THE TOWN OF ELKHORN,
 NH1237'WISCONSIN.  IT IS LOCATED AT THE EAST SIDE OF THE SQUARE,
 NH1237'ABOUT 230 FEET EAST OF WISCONSIN AVENUE AND ABOUT 360 FEET
 NH1237'SOUTH OF COURT STREET.  THE STANDPIPE WAS ERECTED IN 1899
 NH1237'AND IS QUITE PROMINENT.
 NH1237'
 NH1237'THE BASE OF THE STANDPIPE IS AN OCTAGONAL YELLOW BRICK STRUCTURE
 NH1237'ABOUT 30 FEET HIGH.  ON THIS THERE IS A ROUND YELLOW BRICK
 NH1237'TOWER ABOUT 30 FEET HIGH.  THE BLACK ROUND METAL STANDPIPE
 NH1237'IS ABOUT 70 FEET HIGH.  IT HAS A FLAT TOP.  THE TOTAL HEIGHT
 NH1237'IS ABOUT 130 FEET.
 NH1237
 NH1237                          STATION RECOVERY (1958)
 NH1237
 NH1237'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 NH1237'THE STANDPIPE HAS BEEN TORN DOWN AND A NEW ONE BUILT APPROXIMATELY
 NH1237'2 BLOCKS SW OF IT.
 NH1237
 NH1237                          STATION RECOVERY (2002)
 NH1237
 NH1237'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 NH1237'NOT FOUND. THERE IS NO STANDPIPE AT THE SITE DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1236 ***********************************************************************
 NH1236  DESIGNATION -  ELKHORN MUNICIPAL TANK
 NH1236  PID         -  NH1236
 NH1236  STATE/COUNTY-  WI/WALWORTH
 NH1236  USGS QUAD   -  ELKHORN (1994)
 NH1236
 NH1236                         *CURRENT SURVEY CONTROL
 NH1236  ___________________________________________________________________
 NH1236* NAD 83(1991)-  42 40 15.70380(N)    088 32 43.31049(W)     ADJUSTED  
 NH1236* NAVD 88     -                                                        
 NH1236  ___________________________________________________________________
 NH1236  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 NH1236  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 NH1236
 NH1236  HORZ ORDER  -  THIRD
 NH1236
 NH1236.The horizontal coordinates were established by classical geodetic methods
 NH1236.and adjusted by the National Geodetic Survey in November 1991..
 NH1236
 NH1236
 NH1236.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1236
 NH1236.The geoid height was determined by GEOID03.
 NH1236
 NH1236;                    North         East     Units Scale Factor Converg.
 NH1236;SPC WI S     -    75,585.960   719,238.764   MT  1.00001314   +0 59 58.1
 NH1236;SPC WI S     -   247,984.94  2,359,702.51   sFT  1.00001314   +0 59 58.1
 NH1236;UTM  16      - 4,725,441.786   373,368.755   MT  0.99979728   -1 02 51.2
 NH1236
 NH1236                          SUPERSEDED SURVEY CONTROL
 NH1236
 NH1236  NAD 83(1986)-  42 40 15.69979(N)    088 32 43.31638(W) AD(       ) 4
 NH1236  NAD 27      -  42 40 15.64600(N)    088 32 42.95100(W) AD(       ) 3
 NH1236
 NH1236.Superseded values are not recommended for survey control.
 NH1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1236.See file dsdata.txt to determine how the superseded data were derived.
 NH1236
 NH1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7336925442(NAD 83)
 NH1236_MARKER: 51 = TANK
 NH1236
 NH1236  HISTORY     - Date     Condition        Report By
 NH1236  HISTORY     - 1957     FIRST OBSERVED   CGS
 NH1236  HISTORY     - 20021215 MARK NOT FOUND   USPSQD
 NH1236
 NH1236                          STATION DESCRIPTION
 NH1236
 NH1236'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1236'THE STATION IS THE FINIAL AT THE APEX OF THE WATER TANK.
 NH1236'THE TANK IS SILVER COLORED WITH THE WORD ELKHORN PAINTED
 NH1236'ON THE NORTH AND SOUTH SIDE OF IT.  IT IS 119 FEET HIGH.
 NH1236'
 NH1236'THE TANK IS LOCATED 52 FEET SOUTHWEST OF THE NORTHWEST CORNER
 NH1236'OF THE VETERANS OF FOREIGN WARS BUILDING, 150 FEET WEST OF THE
 NH1236'CENTERLINE OF SOUTH BROAD STREET AND 126 FEET SOUTH OF THE
 NH1236'CENTERLINE OF THE ALLEY BETWEEN WEST GENEVA STREET AND WEST
 NH1236'WALWORTH STREET IN THE CENTRAL PART OF ELKHORN.
 NH1236
 NH1236                          STATION RECOVERY (2002)
 NH1236
 NH1236'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 NH1236'NOT FOUND. THERE IS NO WATER TANK AT THE SITE DESCRIBED.  A NEW TANK
 NH1236'WAS BUILT SOUTHEAST OF TOWN IN 1994.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1239 ***********************************************************************
 NH1239  DESIGNATION -  ELKHORN RADIO STA KSC 529 MAST
 NH1239  PID         -  NH1239
 NH1239  STATE/COUNTY-  WI/WALWORTH
 NH1239  USGS QUAD   -  ELKHORN (1994)
 NH1239
 NH1239                         *CURRENT SURVEY CONTROL
 NH1239  ___________________________________________________________________
 NH1239* NAD 83(1991)-  42 40 19.85010(N)    088 32 48.74262(W)     ADJUSTED  
 NH1239* NAVD 88     -                                                        
 NH1239  ___________________________________________________________________
 NH1239  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 NH1239  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 NH1239
 NH1239  HORZ ORDER  -  THIRD
 NH1239
 NH1239.The horizontal coordinates were established by classical geodetic methods
 NH1239.and adjusted by the National Geodetic Survey in November 1991..
 NH1239
 NH1239
 NH1239.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1239
 NH1239.The geoid height was determined by GEOID03.
 NH1239
 NH1239;                    North         East     Units Scale Factor Converg.
 NH1239;SPC WI S     -    75,711.729   719,112.858   MT  1.00001289   +0 59 54.4
 NH1239;SPC WI S     -   248,397.56  2,359,289.43   sFT  1.00001289   +0 59 54.4
 NH1239;UTM  16      - 4,725,571.945   373,247.448   MT  0.99979766   -1 02 55.0
 NH1239
 NH1239                          SUPERSEDED SURVEY CONTROL
 NH1239
 NH1239  NAD 83(1986)-  42 40 19.84610(N)    088 32 48.74854(W) AD(       ) 4
 NH1239  NAD 27      -  42 40 19.79300(N)    088 32 48.38600(W) AD(       ) 3
 NH1239
 NH1239.Superseded values are not recommended for survey control.
 NH1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1239.See file dsdata.txt to determine how the superseded data were derived.
 NH1239
 NH1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7324725572(NAD 83)
 NH1239_MARKER: 42 = RADIO/TV MAST
 NH1239
 NH1239  HISTORY     - Date     Condition        Report By
 NH1239  HISTORY     - 1957     FIRST OBSERVED   CGS
 NH1239  HISTORY     - 20000226 GOOD             USPSQD
 NH1239
 NH1239                          STATION DESCRIPTION
 NH1239
 NH1239'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1239'THE STATION IS THE CENTER OF THE TOP OF THE MAST.  IT IS 150
 NH1239'FEET HIGH AND PAINTED IN ALTERNATE SECTIONS OF INTERNATIONAL
 NH1239'RED AND WHITE.
 NH1239'
 NH1239'IT IS LOCATED AT THE REAR OF THE WALWORTH COUNTY SHERIFFS
 NH1239'OFFICE AND IN THE NORTHWEST ANGLE OF NORTH CHURCH STREET AND WEST
 NH1239'WALWORTH STREET IN ELKHORN.
 NH1239
 NH1239                          STATION RECOVERY (2000)
 NH1239
 NH1239'RECOVERY NOTE BY US POWER SQUADRON 2000
 NH1239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1232 ***********************************************************************
 NH1232  DESIGNATION -  ELKHORN ST PATRICKS CH SPIRE
 NH1232  PID         -  NH1232
 NH1232  STATE/COUNTY-  WI/WALWORTH
 NH1232  USGS QUAD   -  ELKHORN (1994)
 NH1232
 NH1232                         *CURRENT SURVEY CONTROL
 NH1232  ___________________________________________________________________
 NH1232* NAD 83(1991)-  42 40 17.92971(N)    088 32 45.27434(W)     ADJUSTED  
 NH1232* NAVD 88     -                                                        
 NH1232  ___________________________________________________________________
 NH1232  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 NH1232  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 NH1232
 NH1232  HORZ ORDER  -  THIRD
 NH1232
 NH1232.The horizontal coordinates were established by classical geodetic methods
 NH1232.and adjusted by the National Geodetic Survey in November 1991..
 NH1232
 NH1232
 NH1232.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1232
 NH1232.The geoid height was determined by GEOID03.
 NH1232
 NH1232;                    North         East     Units Scale Factor Converg.
 NH1232;SPC WI S     -    75,653.856   719,192.854   MT  1.00001301   +0 59 56.8
 NH1232;SPC WI S     -   248,207.69  2,359,551.89   sFT  1.00001301   +0 59 56.8
 NH1232;UTM  16      - 4,725,511.264   373,325.309   MT  0.99979742   -1 02 52.6
 NH1232
 NH1232                          SUPERSEDED SURVEY CONTROL
 NH1232
 NH1232  NAD 83(1986)-  42 40 17.92632(N)    088 32 45.28028(W) AD(       ) 4
 NH1232  NAD 27      -  42 40 17.87400(N)    088 32 44.92000(W) AD(       ) 3
 NH1232
 NH1232.Superseded values are not recommended for survey control.
 NH1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1232.See file dsdata.txt to determine how the superseded data were derived.
 NH1232
 NH1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7332525511(NAD 83)
 NH1232_MARKER: 90 = CHURCH SPIRE
 NH1232
 NH1232  HISTORY     - Date     Condition        Report By
 NH1232  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1232  HISTORY     - 20000226 GOOD             USPSQD
 NH1232
 NH1232                          STATION DESCRIPTION
 NH1232
 NH1232'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1232'THIS STATION IS THE SPIRE ON THE ST. PATRICKS CHURCH IN THE
 NH1232'TOWN OF ELKHORN, WISCONSIN.  IT IS LOCATED ABOUT 90 FEET SOUTH
 NH1232'OF THE CENTERLINE OF W. WALWORTH ST. (WIS. ROUTE 15) AND
 NH1232'ABOUT 60 FEET EAST OF THE CENTERLINE OF S. CHURCH STREET.
 NH1232'THE CHURCH WAS ERECTED IN 1908.  THE SPIRE IS QUITE PROMINENT.
 NH1232'
 NH1232'THE SPIRE IS AT THE NORTHWEST CORNER OF A RED BRICK CHURCH.
 NH1232'THE BASE IS A SQUARE RED BRICK BUTTRESSED TOWER ABOUT 60 FEET
 NH1232'HIGH WITH STAINED GLASS GOTHIC WINDOWS ON EACH SIDE AND
 NH1232'SCREENED GOTHIC OPENINGS ABOVE SET IN GABLES.  THE OCTAGONAL
 NH1232'GREY SHINGLED SPIRE, WITH WHITE STRIPES AT THE JUNCTION OF
 NH1232'THE FACES, IS ABOUT 40 FEET HIGH AND HAS A PLATE AND 5-FOOT
 NH1232'GREY CROSS AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT 105 FEET.
 NH1232
 NH1232                          STATION RECOVERY (2000)
 NH1232
 NH1232'RECOVERY NOTE BY US POWER SQUADRON 2000
 NH1232'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1234 ***********************************************************************
 NH1234  DESIGNATION -  ELKHORN UNITED MILK CO STACK
 NH1234  PID         -  NH1234
 NH1234  STATE/COUNTY-  WI/WALWORTH
 NH1234  USGS QUAD   -  ELKHORN (1994)
 NH1234
 NH1234                         *CURRENT SURVEY CONTROL
 NH1234  ___________________________________________________________________
 NH1234* NAD 83(1991)-  42 40 03.89006(N)    088 32 42.28157(W)     ADJUSTED  
 NH1234* NAVD 88     -                                                        
 NH1234  ___________________________________________________________________
 NH1234  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 NH1234  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 NH1234
 NH1234  HORZ ORDER  -  THIRD
 NH1234
 NH1234.The horizontal coordinates were established by classical geodetic methods
 NH1234.and adjusted by the National Geodetic Survey in November 1991..
 NH1234
 NH1234
 NH1234.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1234
 NH1234.The geoid height was determined by GEOID03.
 NH1234
 NH1234;                    North         East     Units Scale Factor Converg.
 NH1234;SPC WI S     -    75,221.879   719,268.550   MT  1.00001387   +0 59 58.9
 NH1234;SPC WI S     -   246,790.45  2,359,800.23   sFT  1.00001387   +0 59 58.9
 NH1234;UTM  16      - 4,725,076.953   373,385.513   MT  0.99979723   -1 02 50.3
 NH1234
 NH1234                          SUPERSEDED SURVEY CONTROL
 NH1234
 NH1234  NAD 83(1986)-  42 40 03.88606(N)    088 32 42.28748(W) AD(       ) 4
 NH1234  NAD 27      -  42 40 03.83200(N)    088 32 41.92400(W) AD(       ) 3
 NH1234
 NH1234.Superseded values are not recommended for survey control.
 NH1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1234.See file dsdata.txt to determine how the superseded data were derived.
 NH1234
 NH1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7338625077(NAD 83)
 NH1234_MARKER: 63 = STACK
 NH1234
 NH1234  HISTORY     - Date     Condition        Report By
 NH1234  HISTORY     - 1957     FIRST OBSERVED   CGS
 NH1234  HISTORY     - 20021215 MARK NOT FOUND   USPSQD
 NH1234
 NH1234                          STATION DESCRIPTION
 NH1234
 NH1234'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1234'THE STATION IS THE CENTER OF THE TOP OF THE STACK.  IT IS
 NH1234'YELLOW BRICK AND IS 150 FEET HIGH.
 NH1234'
 NH1234'IT IS LOCATED IN THE SOUTHERN PART OF ELKHORN AND IS 106 FEET
 NH1234'WEST OF THE CENTERLINE OF SOUTH BROAD STREET, 84 FEET SOUTH
 NH1234'OF THE CENTERLINE OF THE DRIVEWAY TO THE PARKING AREA AND
 NH1234'AT THE NORTH END OF THE PLANT.
 NH1234
 NH1234                          STATION RECOVERY (2002)
 NH1234
 NH1234'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 NH1234'NOT FOUND. THE STACK WAS TAKEN DOWN.  THE SITE NOW IS OPERATED BY
 NH1234'SOUTHERN LAKES RECYCLE, INC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1240 ***********************************************************************
 NH1240  DESIGNATION -  ELKHORN WALWORTH CO CTHSE CUP
 NH1240  PID         -  NH1240
 NH1240  STATE/COUNTY-  WI/WALWORTH
 NH1240  USGS QUAD   -  ELKHORN (1994)
 NH1240
 NH1240                         *CURRENT SURVEY CONTROL
 NH1240  ___________________________________________________________________
 NH1240* NAD 83(1991)-  42 40 21.92894(N)    088 32 41.43917(W)     ADJUSTED  
 NH1240* NAVD 88     -                                                        
 NH1240  ___________________________________________________________________
 NH1240  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 NH1240  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 NH1240
 NH1240  HORZ ORDER  -  THIRD
 NH1240
 NH1240.The horizontal coordinates were established by classical geodetic methods
 NH1240.and adjusted by the National Geodetic Survey in November 1991..
 NH1240
 NH1240
 NH1240.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1240
 NH1240.The geoid height was determined by GEOID03.
 NH1240
 NH1240;                    North         East     Units Scale Factor Converg.
 NH1240;SPC WI S     -    75,778.768   719,278.017   MT  1.00001276   +0 59 59.4
 NH1240;SPC WI S     -   248,617.51  2,359,831.29   sFT  1.00001276   +0 59 59.4
 NH1240;UTM  16      - 4,725,633.028   373,414.860   MT  0.99979714   -1 02 50.1
 NH1240
 NH1240                          SUPERSEDED SURVEY CONTROL
 NH1240
 NH1240  NAD 83(1986)-  42 40 21.92577(N)    088 32 41.44546(W) AD(       ) 4
 NH1240  NAD 27      -  42 40 21.86800(N)    088 32 41.08500(W) AD(       ) 3
 NH1240
 NH1240.Superseded values are not recommended for survey control.
 NH1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1240.See file dsdata.txt to determine how the superseded data were derived.
 NH1240
 NH1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7341525633(NAD 83)
 NH1240_MARKER: 86 = CUPOLA
 NH1240
 NH1240  HISTORY     - Date     Condition        Report By
 NH1240  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1240  HISTORY     - 1958     SEE DESCRIPTION  USGS
 NH1240  HISTORY     - 20021215 MARK NOT FOUND   USPSQD
 NH1240
 NH1240                          STATION DESCRIPTION
 NH1240
 NH1240'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1240'THIS STATION IS THE CUPOLA ON THE WALWORTH COUNTY COURTHOUSE,
 NH1240'IN THE TOWN OF ELKHORN, WISCONSIN.  IT IS LOCATED IN THE
 NH1240'CENTER OF THE SQUARE, ABOUT 340 FEET WEST OF THE CENTERLINE OF
 NH1240'WISCONSIN AVENUE, AND ABOUT 290 FEET SOUTH OF THE CENTERLINE
 NH1240'OF COURT STREET.  THE COURTHOUSE WAS ERECTED IN 1875.  THE
 NH1240'CUPOLA IS NOT ESPECIALLY PROMINENT.
 NH1240'
 NH1240'THE CUPOLA IS ON THE TOP OF A GREY BRICK BUILDING ABOUT
 NH1240'50 FEET HIGH.  THE OCTAGONAL CREAM-COLORED CUPOLA IS ABOUT
 NH1240'20 FEET HIGH AND HAS ARCHED GLAZED WINDOWS AND ARCHED LOUVERED
 NH1240'WINDOWS ALTERNATING IN THE SIDES.  IT HAS A LEDGE AROUND THE
 NH1240'TOP.  THE CUPOLA ROOF IS A BLACK DOME ABOUT 4 FEET HIGH,
 NH1240'AT THE APEX OF WHICH SETS A SMALLER OCTAGONAL CUPOLA ABOUT
 NH1240'6 FEET HIGH WITH SMALL ARCHED LOUVERED WINDOWS ON EACH SIDE.
 NH1240'THIS CUPOLA ALSO HAS A LEDGE AROUND THE TOP.  ITS ROOF IS A
 NH1240'SMALL BLACK DOME WITH A KNOB AT ITS APEX.  THE TOTAL HEIGHT
 NH1240'IS ABOUT 80 FEET.
 NH1240
 NH1240                          STATION RECOVERY (1958)
 NH1240
 NH1240'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 NH1240'STATION DESTROYED.  COURTHOUSE IS STILL STANDING, HOWEVER
 NH1240'CUPOLA WAS TAKEN OFF APPROXIMATELY IN 1952 OR 1953.
 NH1240
 NH1240                          STATION RECOVERY (2002)
 NH1240
 NH1240'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 NH1240'NOT FOUND. A NEW COURTHOUSE HAS BEEN CONSTRUCTED WITH NO CUPOLA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0915 ***********************************************************************
 NJ0915  DESIGNATION -  ELLENBORO
 NJ0915  PID         -  NJ0915
 NJ0915  STATE/COUNTY-  WI/GRANT
 NJ0915  USGS QUAD   -  ELLENBORO (1978)
 NJ0915
 NJ0915                         *CURRENT SURVEY CONTROL
 NJ0915  ___________________________________________________________________
 NJ0915* NAD 83(1991)-  42 46 36.30229(N)    090 35 32.50769(W)     ADJUSTED  
 NJ0915* NAVD 88     -       306.     (meters)    1004.     (feet)  SCALED    
 NJ0915  ___________________________________________________________________
 NJ0915  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 NJ0915  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 NJ0915
 NJ0915  HORZ ORDER  -  THIRD
 NJ0915
 NJ0915.The horizontal coordinates were established by classical geodetic methods
 NJ0915.and adjusted by the National Geodetic Survey in March 1999..
 NJ0915
 NJ0915.The orthometric height was scaled from a topographic map.
 NJ0915
 NJ0915.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0915
 NJ0915.The geoid height was determined by GEOID03.
 NJ0915
 NJ0915;                    North         East     Units Scale Factor Converg.
 NJ0915;SPC WI S     -    86,462.475   551,524.441   MT  0.99999153   -0 24 25.3
 NJ0915;SPC WI S     -   283,668.97  1,809,459.77   sFT  0.99999153   -0 24 25.3
 NJ0915;UTM  15      - 4,738,835.092   696,956.078   MT  1.00007726   +1 38 08.4
 NJ0915
 NJ0915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0915!SPC WI S     -   0.99995715  x   0.99999153  =   0.99994868
 NJ0915!UTM  15      -   0.99995715  x   1.00007726  =   1.00003441
 NJ0915
 NJ0915|---------------------------------------------------------------------|
 NJ0915| PID    Reference Object                     Distance      Geod. Az  |
 NJ0915|                                                           dddmmss.s |
 NJ0915| CI8614 ELLENBORO RM 1                       10.755 METERS 09703     |
 NJ0915| CI8613 ELLENBORO AZ MK                                    0970403.8 |
 NJ0915| NJ0947 TENNYSON MUNICIPAL STANDPIPE        APPROX.12.8 KM 2192041.0 |
 NJ0915| CI8615 ELLENBORO RM 2                       11.489 METERS 28656     |
 NJ0915| NJ0918 LANCASTER CO HOSP AND HOME TK       APPROX. 9.3 KM 3054706.8 |
 NJ0915| NJ0921 LANCASTER ST CLEMENTS CATH CH       APPROX.12.5 KM 3083746.7 |
 NJ0915| NJ0922 LANCASTER CO COURTHOUSE DOME        APPROX.12.4 KM 3091340.1 |
 NJ0915| NJ0917 LANCASTER MUNICIPAL TANK            APPROX.12.3 KM 3092933.0 |
 NJ0915|---------------------------------------------------------------------|
 NJ0915
 NJ0915                          SUPERSEDED SURVEY CONTROL
 NJ0915
 NJ0915  NAD 83(1991)-  42 46 36.29872(N)    090 35 32.50389(W) AD(       ) 3
 NJ0915  NAD 83(1986)-  42 46 36.29575(N)    090 35 32.50685(W) AD(       ) 3
 NJ0915  NAD 27      -  42 46 36.32060(N)    090 35 32.06130(W) AD(       ) 3
 NJ0915
 NJ0915.Superseded values are not recommended for survey control.
 NJ0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0915.See file dsdata.txt to determine how the superseded data were derived.
 NJ0915
 NJ0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9695638835(NAD 83)
 NJ0915_MARKER: DS = TRIANGULATION STATION DISK
 NJ0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0915
 NJ0915  HISTORY     - Date     Condition        Report By
 NJ0915  HISTORY     - 1958     MONUMENTED       CGS
 NJ0915  HISTORY     - 19980917 GOOD             USPSQD
 NJ0915  HISTORY     - 20040909 GOOD             INDIV
 NJ0915
 NJ0915                          STATION DESCRIPTION
 NJ0915
 NJ0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 NJ0915'THE STATION IS ABOUT 8 MILES SOUTHWEST OF LANCASTER AND ABOUT
 NJ0915'8 MILES NORTHEAST OF PLATTEVILLE, IN THE NE 1/4 OF SEC. 34,
 NJ0915'T-4-N, R-2-W, AND ON ROAD RIGHT-OF-WAY.  IT IS 47 FEET NORTHEAST
 NJ0915'OF THE CENTERLINE OF STATE HIGHWAY 81, 6 FEET SOUTHEAST OF A
 NJ0915'WHITE WITNESS POST AND 5 FEET WEST OF A FENCE.  THE MONUMENT
 NJ0915'IS FLUSH AND THE DISK IS STAMPED ELLENBORO 1958.
 NJ0915'
 NJ0915'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND
 NJ0915'STATE HIGHWAY 81, ABOUT 2 MILES SOUTH OF LANCASTER, GO
 NJ0915'SOUTHEASTERLY ON STATE HIGHWAY 81 FOR 4.7 MILES TO A CONCRETE
 NJ0915'BRIDGE.  CONTINUE AHEAD EAST ON STATE HIGHWAY 81 FOR 1.3 MILES
 NJ0915'TO THE STATION ON THE LEFT AS DESCRIBED.
 NJ0915'
 NJ0915'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON STATE
 NJ0915'HIGHWAY 81 FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 NJ0915'DESCRIBED.
 NJ0915'
 NJ0915'REFERENCE MARK 1 IS 46 FEET NORTHEAST OF THE CENTERLINE OF THE
 NJ0915'HIGHWAY, 2 FEET SOUTH OF A FENCE AND 10 FEET SOUTH OF A POWER
 NJ0915'POLE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED ELLENBORO
 NJ0915'NO 1 1958.
 NJ0915'
 NJ0915'REFERENCE MARK 2 IS 45 FEET NORTHEAST OF THE CENTERLINE OF THE
 NJ0915'HIGHWAY, 1 FOOT SOUTHWEST OF A FENCE AND 32 FEET NORTHWEST
 NJ0915'OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS
 NJ0915'STAMPED ELLENBORO NO 2 1958.
 NJ0915'
 NJ0915'THE AZIMUTH MARK IS 61 FEET SOUTH OF THE CENTERLINE OF THE
 NJ0915'HIGHWAY, 2 FEET NORTH OF A TELEPHONE POLE, 2 FEET NORTH OF A
 NJ0915'FENCE AND 2 FEET EAST OF A WHITE WITNESS POST.  THE MONUMENT
 NJ0915'IS FLUSH AND THE DISK IS STAMPED ELLENBORO 1958.
 NJ0915'
 NJ0915'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NJ0915
 NJ0915                          STATION RECOVERY (1998)
 NJ0915
 NJ0915'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0915'RECOVERED IN GOOD CONDITION.
 NJ0915
 NJ0915                          STATION RECOVERY (2004)
 NJ0915
 NJ0915'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JPA)
 NJ0915'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5302 ***********************************************************************
 DH5302  DESIGNATION -  ELLENBORO C GPS
 DH5302  PID         -  DH5302
 DH5302  STATE/COUNTY-  WI/GRANT
 DH5302  USGS QUAD   -  ELLENBORO (1978)
 DH5302
 DH5302                         *CURRENT SURVEY CONTROL
 DH5302  ___________________________________________________________________
 DH5302* NAD 83(1997)-  42 48 08.82420(N)    090 36 52.36045(W)     ADJUSTED  
 DH5302* NAVD 88     -                                                        
 DH5302  ___________________________________________________________________
 DH5302  X           -     -50,271.631 (meters)                     COMP
 DH5302  Y           -  -4,686,790.763 (meters)                     COMP
 DH5302  Z           -   4,311,581.123 (meters)                     COMP
 DH5302  LAPLACE CORR-          -4.36  (seconds)                    DEFLEC99
 DH5302  ELLIP HEIGHT-         228.59  (meters)          (08/01/05) GPS OBS
 DH5302  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 DH5302
 DH5302  HORZ ORDER  -  FIRST
 DH5302  ELLP ORDER  -  SECOND    CLASS I
 DH5302
 DH5302.The horizontal coordinates were established by GPS observations
 DH5302.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5302
 DH5302
 DH5302.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5302
 DH5302.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5302
 DH5302.The ellipsoidal height was determined by GPS observations
 DH5302.and is referenced to NAD 83.
 DH5302
 DH5302.The geoid height was determined by GEOID03.
 DH5302
 DH5302;                    North         East     Units Scale Factor Converg.
 DH5302;SPC WI S     -    89,330.539   549,730.324   MT  0.99998678   -0 25 20.1
 DH5302;SPC WI S     -   293,078.61  1,803,573.57   sFT  0.99998678   -0 25 20.1
 DH5302;UTM  15      - 4,741,637.603   695,060.691   MT  1.00006812   +1 37 16.9
 DH5302
 DH5302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5302!SPC WI S     -   0.99996415  x   0.99998678  =   0.99995093
 DH5302!UTM  15      -   0.99996415  x   1.00006812  =   1.00003227
 DH5302
 DH5302                          SUPERSEDED SURVEY CONTROL
 DH5302
 DH5302.No superseded survey control is available for this station.
 DH5302
 DH5302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9506141638(NAD 83)
 DH5302_MARKER: DD = SURVEY DISK
 DH5302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5302_STAMPING: ELLENBORO C GPS 2004
 DH5302_MARK LOGO: WIDT  
 DH5302_PROJECTION: FLUSH
 DH5302_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5302+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5302
 DH5302  HISTORY     - Date     Condition        Report By
 DH5302  HISTORY     - 2003     MONUMENTED       WIDT
 DH5302
 DH5302                          STATION DESCRIPTION
 DH5302
 DH5302'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5302'OWNERSHIP--TOWNSHIP OF ELLENBORO.  TO REACH THE STATION FROM THE
 DH5302'JUNCTION OF US HIGHWAY 61 AND STATE HIGHWAY 35 WITH STATE HIGHWAY 81
 DH5302'ABOUT 2 MI  SOUTHEAST OF THE CITY OF LANCASTER, GO SOUTHEAST ON STATE
 DH5302'HIGHWAY 81 FOR 4.5 MI TO  WILLOW BRANCH ROAD ON THE LEFT, TURN LEFT
 DH5302'AND GO NORTHEAST ON WILLOW BRANCH ROAD  FOR 0.55 MI TO CANNON ROAD ON
 DH5302'THE LEFT, TURN LEFT AND GO NORTHWEST ON CANNON ROAD FOR  0.8 MI TO
 DH5302'BUCKWHEAT RIDGE ROAD ON THE LEFT, TURN LEFT AND GO WEST THEN NORTH ON
 DH5302'BUCKWHEAT RIDGE ROAD FOR 0.5 MI TO THE STATION ON THE RIGHT.  THE
 DH5302'STATION IS A BRONZE  WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH5302'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DH5302'CONCRETE POST ABOUT 1 M  ABOVE THE ROAD PAVEMENT.  THE STATION IS 7.5
 DH5302'M EAST OF THE CENTERLINE OF BUCKWHEAT  RIDGE ROAD, 25 M NORTH OF THE
 DH5302'CENTERLINE OF A FIELD ENTRANCE, 17.6 M NORTH OF A WOOD  POST FOR A
 DH5302'--CURVE-- SIGN, 1.6 M WEST OF A BARBED WIRE FENCE, 1.0 M WEST OF AN
 DH5302'ORANGE 4X4  PLASTIC WITNESS POST, 1.0 M SOUTHEAST OF AN ORANGE 4X4
 DH5302'PLASTIC WITNESS POST AND 1.0 M  NORTHEAST OF AN ORANGE 4X4 PLASTIC
 DH5302'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE  OBSTRUCTIONS
 DH5302'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF6074 ***********************************************************************
 DF6074  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6074  DESIGNATION -  ELLINGTON N GPS
 DF6074  PID         -  DF6074
 DF6074  STATE/COUNTY-  WI/OUTAGAMIE
 DF6074  USGS QUAD   -  SHIOCTON (1992)
 DF6074
 DF6074                         *CURRENT SURVEY CONTROL
 DF6074  ___________________________________________________________________
 DF6074* NAD 83(1997)-  44 24 11.00656(N)    088 34 41.47241(W)     ADJUSTED  
 DF6074* NAVD 88     -       236.50   (meters)     775.9    (feet)  GPS OBS   
 DF6074  ___________________________________________________________________
 DF6074  X           -     113,255.312 (meters)                     COMP
 DF6074  Y           -  -4,562,989.907 (meters)                     COMP
 DF6074  Z           -   4,440,338.483 (meters)                     COMP
 DF6074  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 DF6074  ELLIP HEIGHT-         200.19  (meters)          (06/11/03) GPS OBS
 DF6074  GEOID HEIGHT-         -36.31  (meters)                     GEOID03
 DF6074
 DF6074  HORZ ORDER  -  FIRST
 DF6074  ELLP ORDER  -  THIRD     CLASS I
 DF6074
 DF6074.The horizontal coordinates were established by GPS observations
 DF6074.and adjusted by the National Geodetic Survey in June 2003..
 DF6074
 DF6074.The orthometric height was determined by GPS observations and a
 DF6074.high-resolution geoid model using precise GPS observation and
 DF6074.processing techniques.
 DF6074
 DF6074.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6074
 DF6074.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6074
 DF6074.The ellipsoidal height was determined by GPS observations
 DF6074.and is referenced to NAD 83.
 DF6074
 DF6074.The geoid height was determined by GEOID03.
 DF6074
 DF6074;                    North         East     Units Scale Factor Converg.
 DF6074;SPC WI C     -    64,298.150   713,254.722   MT  0.99997458   +1 00 11.5
 DF6074;SPC WI C     -   210,951.51  2,340,069.87   sFT  0.99997458   +1 00 11.5
 DF6074;UTM  16      - 4,917,852.297   374,329.633   MT  0.99979422   -1 06 15.9
 DF6074
 DF6074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6074!SPC WI C     -   0.99996861  x   0.99997458  =   0.99994319
 DF6074!UTM  16      -   0.99996861  x   0.99979422  =   0.99976284
 DF6074
 DF6074                          SUPERSEDED SURVEY CONTROL
 DF6074
 DF6074.No superseded survey control is available for this station.
 DF6074
 DF6074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ7433017852(NAD 83)
 DF6074_MARKER: DD = SURVEY DISK
 DF6074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6074_STAMPING: ELLINGTON N GPS 1993
 DF6074_MARK LOGO: WIDT  
 DF6074_PROJECTION: FLUSH
 DF6074_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6074+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2005
 DF6074
 DF6074  HISTORY     - Date     Condition        Report By
 DF6074  HISTORY     - 1993     MONUMENTED       WI-087
 DF6074  HISTORY     - 2002     GOOD             WIDT
 DF6074  HISTORY     - 20030702 GOOD             USPSQD
 DF6074  HISTORY     - 20041008 GOOD             USPSQD
 DF6074  HISTORY     - 20050712 GOOD             WIDT
 DF6074
 DF6074                          STATION DESCRIPTION
 DF6074
 DF6074'DESCRIBED BY WI DEPT OF TRANSP 2002 (DJH)
 DF6074'THE STATION IS LOCATED ABOUT 20 KM NORTHWEST OF APPLETON AND 5 KM
 DF6074'SOUTH OF SHIOCTON.
 DF6074'OWNERSHIP--TOWN OF ELLINGTON.  TO REACH THE STATION FROM THE JUNCTION
 DF6074'OF STATE
 DF6074'HIGHWAY 54 WITH STATE HIGHWAY 76 SOUTH IN THE VILLAGE OF SHIOCTON, GO
 DF6074'SOUTH ON
 DF6074'STATE HIGHWAY 76 FOR 4.8 KM TO PETERSON ROAD ON THE RIGHT, TURN RIGHT
 DF6074'AND GO WEST ON
 DF6074'PETERSON ROAD FOR 0.1 KM TO THE STATION ON THE LEFT.  THE STATION IS A
 DF6074'BRONZE WISCONSIN
 DF6074'DEPARTMENT OF TRANSPORTATION CONTROL STATION DISK SET IN THE TOP OF A
 DF6074'41-CM
 DF6074'DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8 M AND ABOUT 0.5 M BELOW
 DF6074'THE ROAD PAVEMENT.
 DF6074'THE STATION IS 6.0 M SOUTH OF THE CENTERLINE OF PETERSON ROAD, 133 M
 DF6074'WEST OF THE
 DF6074'CENTERLINE OF STATE HIGHWAY 76, 44.3 M SOUTHEAST OF POWER POLE
 DF6074'--93-20365 40-5--, 40.5 M
 DF6074'SOUTHWEST OF POWER POLE --84-21592 40-5--, 1 M NORTH OF A CULTIVATED
 DF6074'FIELD, 1.0 NORTH OF A
 DF6074'WHITE PLASTIC WITNESS POST, 1.0 M EAST, 1.0 M WEST, AND 0.7 M NORTH OF
 DF6074'THREE 4X4 ORANGE
 DF6074'PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE
 DF6074'OBSTRUCTIONS EXTENDING
 DF6074'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF6074' 
 DF6074' 
 DF6074' 
 DF6074' 
 DF6074'
 DF6074
 DF6074                          STATION RECOVERY (2003)
 DF6074
 DF6074'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6074'RECOVERED IN GOOD CONDITION.
 DF6074
 DF6074                          STATION RECOVERY (2004)
 DF6074
 DF6074'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 DF6074'RECOVERED IN GOOD CONDITION.
 DF6074
 DF6074                          STATION RECOVERY (2005)
 DF6074
 DF6074'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DF6074'RECOVERED IN GOOD CONDITION.  NOTE-- THE WHITE PLASTIC WITNESS POST IS
 DF6074'NO LONGER PRESENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0734 ***********************************************************************
 RM0734  DESIGNATION -  ELLIS
 RM0734  PID         -  RM0734
 RM0734  STATE/COUNTY-  WI/ASHLAND
 RM0734  USGS QUAD   -  ASHLAND WEST (1975)
 RM0734
 RM0734                         *CURRENT SURVEY CONTROL
 RM0734  ___________________________________________________________________
 RM0734* NAD 83(1991)-  46 35 01.92026(N)    090 52 34.28935(W)     ADJUSTED  
 RM0734* NAVD 88     -       212.     (meters)     696.     (feet)  SCALED    
 RM0734  ___________________________________________________________________
 RM0734  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 RM0734  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 RM0734
 RM0734  HORZ ORDER  -  FIRST
 RM0734
 RM0734.The horizontal coordinates were established by classical geodetic methods
 RM0734.and adjusted by the National Geodetic Survey in March 1999..
 RM0734
 RM0734.The orthometric height was scaled from a topographic map.
 RM0734
 RM0734.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0734
 RM0734.The geoid height was determined by GEOID03.
 RM0734
 RM0734;                    North         East     Units Scale Factor Converg.
 RM0734;SPC WI N     -   157,888.013   532,848.019   MT  0.99997170   -0 37 55.4
 RM0734;SPC WI N     -   518,004.26  1,748,185.54   sFT  0.99997170   -0 37 55.4
 RM0734;UTM  15      - 5,161,113.415   662,711.084   MT  0.99992543   +1 32 34.9
 RM0734
 RM0734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0734!SPC WI N     -   0.99997172  x   0.99997170  =   0.99994343
 RM0734!UTM  15      -   0.99997172  x   0.99992543  =   0.99989716
 RM0734
 RM0734|---------------------------------------------------------------------|
 RM0734| PID    Reference Object                     Distance      Geod. Az  |
 RM0734|                                                           dddmmss.s |
 RM0734| CJ2471 ELLIS RM 1                           18.688 METERS 00950     |
 RM0734| RM0735 ASHLAND HIGH SCHOOL CUPOLA           76.730 METERS 01106     |
 RM0734| CJ2470 ELLIS AZ MK                                        0573350.0 |
 RM0734| RM0731 HANSON                              APPROX. 4.4 KM 0872527.4 |
 RM0734| RM0744 ASHLAND AM BLACK GRANITE STK        APPROX. 2.2 KM 2563755.0 |
 RM0734| RM0743 ASHLAND BEASER GRAMMAR SCH CUP      APPROX. 1.4 KM 2583813.1 |
 RM0734| RM0733 ASHLAND ABANDONED DISTILL STK       APPROX. 2.1 KM 2625654.0 |
 RM0734| RM0749 ASHLAND SWEDISH EVAN LUTH CH        APPROX. 1.1 KM 2711503.3 |
 RM0734| CJ2472 ELLIS RM 2                           16.604 METERS 27900     |
 RM0734| RM0747 ASHLAND LAKE SUPERIOR PWR STK       APPROX. 2.0 KM 2805545.3 |
 RM0734| RM0739 BARKSDALE DU PONT POWDER STACK      APPROX. 7.3 KM 3060344.7 |
 RM0734| RM0751 BARKSDALE DU PONT POWDER CO TK      APPROX. 7.6 KM 3074806.0 |
 RM0734| RM0741 ASHLAND ZION EVAN LUTH CHURCH       428.332 METERS 3243838.1 |
 RM0734| RM0737 ASHLAND ST AGNES CATH CHURCH        APPROX. 1.2 KM 3353210.8 |
 RM0734| RM0746 ASHLAND ST JOSEPH HOSP CUP          APPROX. 1.1 KM 3421148.0 |
 RM0734| RM0738 ASHLAND HOLY FAMILY CATH CH         APPROX. 1.2 KM 3552501.7 |
 RM0734|---------------------------------------------------------------------|
 RM0734
 RM0734                          SUPERSEDED SURVEY CONTROL
 RM0734
 RM0734  NAD 83(1991)-  46 35 01.92019(N)    090 52 34.28912(W) AD(       ) 1
 RM0734  NAD 83(1986)-  46 35 01.91442(N)    090 52 34.28437(W) AD(       ) 1
 RM0734  NAD 27      -  46 35 02.10900(N)    090 52 33.60100(W) AD(       ) 1
 RM0734
 RM0734.Superseded values are not recommended for survey control.
 RM0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0734.See file dsdata.txt to determine how the superseded data were derived.
 RM0734
 RM0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6271161113(NAD 83)
 RM0734_MARKER: DS = TRIANGULATION STATION DISK
 RM0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0734_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0734+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2004
 RM0734
 RM0734  HISTORY     - Date     Condition        Report By
 RM0734  HISTORY     - 1939     MONUMENTED       CGS
 RM0734  HISTORY     - 1966     GOOD             CGS
 RM0734  HISTORY     - 1977     GOOD             NGS
 RM0734  HISTORY     - 20020617 GOOD             USPSQD
 RM0734  HISTORY     - 20040504 GOOD             USPSQD
 RM0734
 RM0734                          STATION DESCRIPTION
 RM0734
 RM0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 RM0734'IN THE CITY OF ASHLAND AT THE SOUTHWEST STREET CORNER OF THE HIGH
 RM0734'SCHOOL SQUARE.  IT IS UNDER A MANHOLE COVER IN THE MIDDLE OF THE
 RM0734'INTERSECTION OF ELLIS AVENUE AND ELEVENTH STREET, 1 FOOT UNDER
 RM0734'THE SURFACE OF THE PAVEMENT AND IS STAMPED ELLIS 1939.
 RM0734'
 RM0734'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RM0734'BRONZE DISKS SET IN CONCRETE.
 RM0734'
 RM0734'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, 28.5 FEET
 RM0734'NORTH OF THE NORTH CURB OF ELEVENTH STREET AND 9.0 FEET EAST OF
 RM0734'THE EAST CURB OF ELLIS AVENUE, IS FLUSH WITH THE GROUND AND
 RM0734'STAMPED ELLIS NO 1 1939.
 RM0734'
 RM0734'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, 19.2 FEET
 RM0734'NORTH OF THE NORTH CURB OF ELEVENTH STREET AND 8.9 FEET WEST OF
 RM0734'THE WEST CURB OF ELLIS AVENUE, FLUSH WITH THE GROUND, AND IS
 RM0734'STAMPED ELLIS NO 2 1939.
 RM0734'
 RM0734'AZIMUTH MARK IS EAST OF THE STATION IN THE MIDDLE OF THE
 RM0734'INTERSECTION OF ELEVENTH STREET EAST AND SEVENTH STREET SOUTH,
 RM0734'ONE FOOT UNDER THE GRAVEL STREET SURFACE AND STAMPED ELLIS 1939.
 RM0734'
 RM0734'A 50-FOOT TOWER IS NEEDED TO SEE A 90-FOOT TOWER AT HANSON.
 RM0734'
 RM0734'A 64-FOOT TOWER IS NEEDED TO SEE A 64-FOOT TOWER AT SWAN AND A
 RM0734'37-FOOT TOWER AT NASH.
 RM0734'
 RM0734'A 37-FOOT TOWER IS NEEDED TO SEE A 90-FOOT TOWER AT CLUB.
 RM0734'
 RM0734'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 RM0734
 RM0734                          STATION RECOVERY (1966)
 RM0734
 RM0734'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RHR)
 RM0734'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 RM0734'DESCRIBED.  THE AZIMUTH MARK, ACCORDING TO THE CITY ENGINEER HAS
 RM0734'BEEN COVERED BY A THIN LAYER OF ASPHALT AND WAS NOT SEARCHED FOR
 RM0734'AT THIS TIME.  AN ANGLE WAS OBSERVED BETWEEN THE R.M.S AND A CHECK
 RM0734'COULD NOT BE OBTAINED CLOSER THAN 8 MINUTES.  IT IS BELIEVED
 RM0734'HARD FREEZING HAS CAUSED THEM TO MOVE.
 RM0734'
 RM0734'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE CITY OF
 RM0734'ASHLAND, WISC.
 RM0734
 RM0734                          STATION RECOVERY (1977)
 RM0734
 RM0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 RM0734'STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN GOOD
 RM0734'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED,
 RM0734'STREET IS NOW SURFACED AND HAS BEEN REWORKED.  STATION MARK IS
 RM0734'STILL LOCATED IN A MAN HOLE, REFERENCE MARK NO. 1 IS 1 FOOT
 RM0734'WEST-NORTHWEST OF THE EDGE OF A SIDE WALK, REFERENCE MARK NO. 2 IS
 RM0734'1-1/2 FEET EAST-SOUTHEAST OF THE EDGE OF SIDEWALK.
 RM0734'
 RM0734'STATION IS LOCATED IN THE MIDDLE OF THE INTERSECTION OF ELLIS
 RM0734'AVENUE AND ELEVENTH STREET UNDER A MAN HOLE COVER, IN THE TOWN OF
 RM0734'ASHLAND.
 RM0734'
 RM0734'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RM0734'INTERSECTION OF ELLIS AVE AND ELEVENTH ST. IN ASHLAND.
 RM0734
 RM0734                          STATION RECOVERY (2002)
 RM0734
 RM0734'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0734'RECOVERED IN GOOD CONDITION.
 RM0734
 RM0734                          STATION RECOVERY (2004)
 RM0734
 RM0734'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 RM0734'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED AS WERE REFERENCE
 RM0734'MARKS 1 AND 2. ASHLAND PUBLIC WORKS DEPT. SHOULD BE CONTACTED TO
 RM0734'ACCESS THIS STATION, THEY WILL MEET YOU OR ACCOMPANY YOU TO THE
 RM0734'STATION. USPS JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0442 ***********************************************************************
 PM0442  DESIGNATION -  ELLIS
 PM0442  PID         -  PM0442
 PM0442  STATE/COUNTY-  WI/KEWAUNEE
 PM0442  USGS QUAD   -  STANGELVILLE (1978)
 PM0442
 PM0442                         *CURRENT SURVEY CONTROL
 PM0442  ___________________________________________________________________
 PM0442* NAD 83(1991)-  44 26 37.78325(N)    087 41 02.54095(W)     ADJUSTED  
 PM0442* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 PM0442  ___________________________________________________________________
 PM0442  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 PM0442  GEOID HEIGHT-         -36.15  (meters)                     GEOID03
 PM0442
 PM0442  HORZ ORDER  -  THIRD
 PM0442
 PM0442.The horizontal coordinates were established by classical geodetic methods
 PM0442.and adjusted by the National Geodetic Survey in November 1991..
 PM0442
 PM0442.The orthometric height was scaled from a topographic map.
 PM0442
 PM0442.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0442
 PM0442.The geoid height was determined by GEOID03.
 PM0442
 PM0442;                    North         East     Units Scale Factor Converg.
 PM0442;SPC WI C     -    70,465.822   784,333.398   MT  0.99996900   +1 38 02.7
 PM0442;SPC WI C     -   231,186.62  2,573,267.16   sFT  0.99996900   +1 38 02.7
 PM0442;UTM  16      - 4,921,397.357   445,568.214   MT  0.99963644   -0 28 44.3
 PM0442
 PM0442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0442!SPC WI C     -   0.99996506  x   0.99996900  =   0.99993406
 PM0442!UTM  16      -   0.99996506  x   0.99963644  =   0.99960151
 PM0442
 PM0442:                Primary Azimuth Mark                     Grid Az
 PM0442:SPC WI C     -  STANGELVILLE ST LAWRENCE CH              178 51 27.8
 PM0442:UTM  16      -  STANGELVILLE ST LAWRENCE CH              180 58 14.8
 PM0442
 PM0442|---------------------------------------------------------------------|
 PM0442| PID    Reference Object                     Distance      Geod. Az  |
 PM0442|                                                           dddmmss.s |
 PM0442| PM0444 STANGELVILLE ST LAWRENCE CH         APPROX. 4.9 KM 1802930.5 |
 PM0442| CJ5942 KROK PP                                            21754     |
 PM0442| CJ4905 ELLIS RM 1                           26.951 METERS 22544     |
 PM0442| CJ4906 ELLIS RM 2                           27.474 METERS 31704     |
 PM0442| CJ4904 ELLIS AZ MK                                        3555802.9 |
 PM0442|---------------------------------------------------------------------|
 PM0442
 PM0442                          SUPERSEDED SURVEY CONTROL
 PM0442
 PM0442  NAD 83(1986)-  44 26 37.77409(N)    087 41 02.52827(W) AD(       ) 3
 PM0442  NAD 27      -  44 26 37.79000(N)    087 41 02.20700(W) AD(       ) 3
 PM0442
 PM0442.Superseded values are not recommended for survey control.
 PM0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0442.See file dsdata.txt to determine how the superseded data were derived.
 PM0442
 PM0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ4556821397(NAD 83)
 PM0442_MARKER: DS = TRIANGULATION STATION DISK
 PM0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0442+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2002
 PM0442
 PM0442  HISTORY     - Date     Condition        Report By
 PM0442  HISTORY     - 1953     MONUMENTED       CGS
 PM0442  HISTORY     - 19960927 GOOD             USPSQD
 PM0442  HISTORY     - 20021024 GOOD             USPSQD
 PM0442  HISTORY     - 20040304 GOOD             USPSQD
 PM0442
 PM0442                          STATION DESCRIPTION
 PM0442
 PM0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0442'STATION IS LOCATED ABOUT 9 MILES WEST OF KEWAUNEE IN THE NORTHEAST
 PM0442'ANGLE OF THE INTERSECTION OF STATE HIGHWAYS NO. 163 AND 29.  IT IS
 PM0442'203 FEET NORTHEAST OF THE INTERSECTION, 159 FEET NORTH OF THE CENTER
 PM0442'OF HIGHWAY 29, 125 FEET EAST OF THE CENTER OF HIGHWAY 163 AND 11
 PM0442'FEET SOUTH OF A WHITE WITNESS POST AND FENCE LINE.  THE MARK IS
 PM0442'FLUSH AND THE DISK IS STAMPED ELLIS 1953.
 PM0442'
 PM0442'REFERENCE MARK NO. 1 IS 105 FEET NORTHEAST OF THE INTERSECTION AND 64
 PM0442'FEET EAST OF THE CENTER OF HIGHWAY 163.  THE MARK IS FLUSH AND THE
 PM0442'DISK IS STAMPED ELLIS NO 1 1953.
 PM0442'
 PM0442'REFERENCE MARK NO. 2 IS 66 FEET EAST OF THE CENTER OF HIGHWAY 163 AND
 PM0442'8 FEET SOUTH OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 PM0442'STAMPED ELLIS NO 2 1953.
 PM0442'
 PM0442'AZIMUTH MARK IS 35 FEET EAST OF THE CENTER OF HIGHWAY 163, 3 FEET
 PM0442'NORTHEAST OF A WHITE WITNESS POST AND 3 FEET SOUTHEAST OF A
 PM0442'TELEPHONE POLE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 PM0442'ELLIS 1953.
 PM0442'
 PM0442'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON HIGHWAY 163
 PM0442'FOR 0.2 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 PM0442'
 PM0442'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 PM0442
 PM0442                          STATION RECOVERY (1996)
 PM0442
 PM0442'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0442'RECOVERED IN GOOD CONDITION.
 PM0442
 PM0442                          STATION RECOVERY (2002)
 PM0442
 PM0442'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0442'STATION IS LOCATED IN THE NORTHEAST ANGLE OF THE INTERSECTION OF STATE
 PM0442'HIGHWAY 29 AND COUNTY AB (FORMERLY HIGHWAY 163).  IT IS 203 FEET
 PM0442'NORTHEAST OF THE INTERSECTION, 159 FEET NORTH OF THE CENTER OF HWY 29,
 PM0442'125 FEET EAST OF THE CENTER OF COUNTY AB.  THE WITNESS POST, FENCE
 PM0442'LINE AND REFERENCE MARKS NO. 1 AND NO. 2 WERE NOT FOUND.
 PM0442
 PM0442                          STATION RECOVERY (2004)
 PM0442
 PM0442'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0442'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1308 ***********************************************************************
 PN1308  DESIGNATION -  ELLIS
 PN1308  PID         -  PN1308
 PN1308  STATE/COUNTY-  WI/PORTAGE
 PN1308  USGS QUAD   -  POLONIA (1986)
 PN1308
 PN1308                         *CURRENT SURVEY CONTROL
 PN1308  ___________________________________________________________________
 PN1308* NAD 83(1991)-  44 34 24.59528(N)    089 26 47.30326(W)     ADJUSTED  
 PN1308* NAVD 88     -       356.8    (meters)    1171.     (feet)  VERTCON   
 PN1308  ___________________________________________________________________
 PN1308  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 PN1308  GEOID HEIGHT-         -35.90  (meters)                     GEOID03
 PN1308
 PN1308  HORZ ORDER  -  SECOND
 PN1308
 PN1308.The horizontal coordinates were established by classical geodetic methods
 PN1308.and adjusted by the National Geodetic Survey in November 1991..
 PN1308
 PN1308.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1308
 PN1308.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1308
 PN1308.The geoid height was determined by GEOID03.
 PN1308
 PN1308;                    North         East     Units Scale Factor Converg.
 PN1308;SPC WI C     -    82,395.528   643,964.072   MT  0.99995458   +0 23 26.0
 PN1308;SPC WI C     -   270,325.99  2,112,738.79   sFT  0.99995458   +0 23 26.0
 PN1308;UTM  16      - 4,938,484.679   305,754.422   MT  1.00006402   -1 43 03.1
 PN1308
 PN1308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1308!SPC WI C     -   0.99994969  x   0.99995458  =   0.99990428
 PN1308!UTM  16      -   0.99994969  x   1.00006402  =   1.00001371
 PN1308
 PN1308|---------------------------------------------------------------------|
 PN1308| PID    Reference Object                     Distance      Geod. Az  |
 PN1308|                                                           dddmmss.s |
 PN1308| CS5500 ELLIS RM 2                           22.455 METERS 11835     |
 PN1308| CS5555 ST MARTIN CHURCH SPIRE                             3020512.5 |
 PN1308| PN1300 BLACKBERRY LOT                      APPROX.16.0 KM 3413554.9 |
 PN1308| CS5499 ELLIS RM 1                           14.605 METERS 35928     |
 PN1308|---------------------------------------------------------------------|
 PN1308
 PN1308                          SUPERSEDED SURVEY CONTROL
 PN1308
 PN1308  NAD 83(1986)-  44 34 24.59342(N)    089 26 47.31214(W) AD(       ) 2
 PN1308  NGVD 29 (03/14/91)  356.8    (m)         1171.     (f) VERT ANG       
 PN1308
 PN1308.Superseded values are not recommended for survey control.
 PN1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1308.See file dsdata.txt to determine how the superseded data were derived.
 PN1308
 PN1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ0575438485(NAD 83)
 PN1308_MARKER: DE = TRAVERSE STATION DISK
 PN1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN1308_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1308+STABILITY: SURFACE MOTION
 PN1308
 PN1308  HISTORY     - Date     Condition        Report By
 PN1308  HISTORY     - 1979     MONUMENTED       WIDT
 PN1308  HISTORY     - 20040111 MARK NOT FOUND   USPSQD
 PN1308
 PN1308                          STATION DESCRIPTION
 PN1308
 PN1308'DESCRIBED BY WI DEPT OF TRANSP 1979 (LTK)
 PN1308'THE STATION IS LOCATED ALONG CTH J ABOUT 3 MILES NORTHEAST OF STEVENS
 PN1308'POINT AND 0.1 MILE SOUTH OF ELLIS.
 PN1308'
 PN1308'TO REACH THE STATION FROM THE JUNCTION OF STH 66 AND CTH J TO THE
 PN1308'SOUTH IN ELLIS, GO SOUTH ON CTH J FOR 0.1 MILE TO THE STATION ON THE
 PN1308'WEST HIGHWAY RIGHT OF WAY.
 PN1308'
 PN1308'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---ELLIS 1979---.
 PN1308'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL
 PN1308'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 51.0
 PN1308'FEET SOUTH OF A POWER POLE, 33.5 FEET WEST OF THE CENTER OF CTH J,
 PN1308'20.0 FEET SOUTH OF THE CENTER OF A FIELD ENTRANCE, AND 2.2 FEET WEST
 PN1308'OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 PN1308'MASS OF CONCRETE 4.5 FEET BELOW GROUND.
 PN1308'
 PN1308'REFERENCE MARK 1 IS A STANDARD WIDT DISK STAMPED---ELLIS RM 1 1979---
 PN1308'SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT
 PN1308'WHICH PROJECTS 1 INCH ABOVE GROUND.  IT IS 48.5 FEET NORTH OF A METAL
 PN1308'WITNESS POST, 34.0 FEET WEST OF THE CENTER OF CTH J, 29.0 FEET NORTH
 PN1308'OF THE CENTER OF A FIELD ENTRANCE, AND 3.0 FEET SOUTH OF A POWER POLE.
 PN1308'
 PN1308'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---ELLIS RM 2 1979---
 PN1308'SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT
 PN1308'WHICH PROJECTS 8 INCHES ABOVE GROUND.  IT IS 71.0 FEET SOUTHEAST OF A
 PN1308'METAL WITNESS POST, 32.0 FEET EAST OF THE CENTER OF CTH J, 12.0 FEET
 PN1308'EAST OF A STOP AHEAD WARNING SIGN, AND 6.0 FEET SOUTH OF A TELEPHONE
 PN1308'WARNING POST.
 PN1308'
 PN1308'THE STATION, ST MARTIN CHURCH SPIRE, IS THE BASE OF THE CROSS AT THE
 PN1308'POINT OF THE SPIRE ATOP THE ST MARTIN CHURCH IN ELLIS.  THE CHURCH IS
 PN1308'WHITE AND IS LOCATED ABOUT 50 FEET NORTH OF STH 66 AND 0.2 MILE WEST
 PN1308'OF THE JUNCTION OF STH 66 AND CTH J TO THE SOUTH.  THIS LANDMARK
 PN1308'STATION IS NOT TO BE POSITIONED BUT IS ONLY TO PROVIDE AZIMUTH CONTROL
 PN1308'FROM STATION ELLIS WIDT.  NO OTHER AZIMUTH MARK WAS SET.
 PN1308'
 PN1308'THE HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS 2.08 METERS.
 PN1308
 PN1308                          STATION RECOVERY (2004)
 PN1308
 PN1308'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN1308'STATION AND REFERENCE MARK 1 WERE NOT FOUND.  THE WITNESS POST FOR THE
 PN1308'STATION IS PRESENT.  IF THE STATION IS PRESENT UNDERGROUND, IT WOULD
 PN1308'BE NEXT TO UTILITY POLE NUMBER --2309 7R 19-- AND ABOUT 31 FEET NORTH
 PN1308'OF A FIELD ENTRANCE.
 PN1308'REFERENCE MARK 1 WAS NOT FOUND.
 PN1308'REFERENCE MARK 2 WAS RECOVERED.  ADD-- RM 2 IS 1 FOOT WEST OF A 4X4
 PN1308'WOOD POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0600 ***********************************************************************
 PM0600  CBN         -  This is a Cooperative Base Network Control Station.
 PM0600  DESIGNATION -  ELLISVILLE GPS AZ MK
 PM0600  PID         -  PM0600
 PM0600  STATE/COUNTY-  WI/KEWAUNEE
 PM0600  USGS QUAD   -  STANGELVILLE (1978)
 PM0600
 PM0600                         *CURRENT SURVEY CONTROL
 PM0600  ___________________________________________________________________
 PM0600* NAD 83(1997)-  44 26 35.88904(N)    087 42 02.83393(W)     ADJUSTED  
 PM0600* NAVD 88     -       300.     (meters)     984.     (feet)  SCALED    
 PM0600  ___________________________________________________________________
 PM0600  X           -     182,990.149 (meters)                     COMP
 PM0600  Y           -  -4,557,618.511 (meters)                     COMP
 PM0600  Z           -   4,443,557.696 (meters)                     COMP
 PM0600  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 PM0600  ELLIP HEIGHT-         236.20  (meters)          (02/26/04) GPS OBS
 PM0600  GEOID HEIGHT-         -36.14  (meters)                     GEOID03
 PM0600
 PM0600  HORZ ORDER  -  B
 PM0600  ELLP ORDER  -  THIRD     CLASS II
 PM0600
 PM0600.The horizontal coordinates were established by GPS observations
 PM0600.and adjusted by the WI DEPT OF TRANSP in February 2004..
 PM0600
 PM0600.The orthometric height was scaled from a topographic map.
 PM0600
 PM0600.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PM0600
 PM0600.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0600
 PM0600.The ellipsoidal height was determined by GPS observations
 PM0600.and is referenced to NAD 83.
 PM0600
 PM0600.The geoid height was determined by GEOID03.
 PM0600
 PM0600;                    North         East     Units Scale Factor Converg.
 PM0600;SPC WI C     -    70,369.498   783,002.389   MT  0.99996907   +1 37 20.2
 PM0600;SPC WI C     -   230,870.59  2,568,900.34   sFT  0.99996907   +1 37 20.2
 PM0600;UTM  16      - 4,921,350.190   444,235.002   MT  0.99963824   -0 29 26.5
 PM0600
 PM0600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0600!SPC WI C     -   0.99996297  x   0.99996907  =   0.99993204
 PM0600!UTM  16      -   0.99996297  x   0.99963824  =   0.99960122
 PM0600
 PM0600                          SUPERSEDED SURVEY CONTROL
 PM0600
 PM0600.No superseded survey control is available for this station.
 PM0600
 PM0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ4423521350(NAD 83)
 PM0600_MARKER: DZ = AZIMUTH MARK DISK
 PM0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0600_SP_SET: CONCRETE POST
 PM0600_STAMPING: ELLISVILLE GPS AZ MK 1989
 PM0600_MARK LOGO: NGS   
 PM0600_PROJECTION: FLUSH
 PM0600_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PM0600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0600+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2005
 PM0600
 PM0600  HISTORY     - Date     Condition        Report By
 PM0600  HISTORY     - 1989     MONUMENTED       WIDT
 PM0600  HISTORY     - 20030708 GOOD             WIDT
 PM0600  HISTORY     - 20050720 GOOD             WIDT
 PM0600
 PM0600                          STATION DESCRIPTION
 PM0600
 PM0600'DESCRIBED BY WI DEPT OF TRANSP 1989
 PM0600'THE STATION IS LOCATED ABOUT 26.9 KM (16.7 MI) SOUTHEAST OF GREEN BAY,
 PM0600'15.0 KM (9.3 MI) WEST OF KEWAUNEE AND 1.6 KM (1.0 MI) SOUTH OF
 PM0600'ELLISVILLE.  OWNERSHIP-WISCONSIN DEPARTMENT OF TRANSPORTATION.
 PM0600'P.O.BOX 7916, MADISON, WI 53707. PHONE IS 608-267-2462.
 PM0600'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 29 AND 163,
 PM0600'ABOUT 1.6 KM (1.0 MI) SOUTH OF ELLISVILLE, GO WEST ON STATE HIGHWAY
 PM0600'29 FOR 1.3 KM (0.8 MI) TO THE STATION ON THE LEFT.
 PM0600'THE STATION IS LOCATED 32.6 M (107.0 FT) EAST FROM THE EXTENDED CENTER
 PM0600'OF A DRIVEWAY, 12.5 M (41.0 FT) SOUTH FROM THE CENTERLINE OF STATE
 PM0600'HIGHWAY 29, 8.9 M (29.2 FT) SOUTHEAST FROM THE WEST END OF A GUARD
 PM0600'RAIL AND 0.9 M (3.0 FT) NORTH FROM A CARSONITE WITNESS POST AND FLUSH
 PM0600'WITH THE GROUND.
 PM0600
 PM0600                          STATION RECOVERY (2003)
 PM0600
 PM0600'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (TSS)
 PM0600'OWNERSHIP -- WISCONSIN DEPARMENT OF TRANSPORTATION.  TO REACH THE
 PM0600'STATION FROM THE
 PM0600'JUNCTION OF STATE HIGHWAY 29 WITH COUNTY HIGHWAY AB ABOUT 17 MI
 PM0600'EAST-SOUTHEAST OF THE
 PM0600'CITY OF GREEN BAY, GO WEST ON STATE HIGHWAY 29 FOR 0.8 MI TO THE
 PM0600'STATION ON THE LEFT.. THE
 PM0600'STATION IS A BRONZE NATIONAL GEODETIC SURVEY DISK SET IN THE TOP OF A
 PM0600'42-CM DIAMETER
 PM0600'CONCRETE POST AND ABOUT 0.5 M BELOW THE HIGHWAY PAVEMET.  THE STATION
 PM0600'IS 12.7 M SOUTH
 PM0600'OF THE CENTERLINE OF STATE HIGHWAY 29, 27.5 M WEST OF A YELLOW --R/W--
 PM0600'POST,  22.2 M
 PM0600'SOUTH-SOUTHEAST OF THE WEST END OF THE SOUTH GUARD RAIL, 0.9 M SOUTH
 PM0600'OF AN ORANGE
 PM0600'4X4 PLASTIC WITNESS POST 0.9 M EAST OF AN ORANGE 4X4 WITNESS POST AND
 PM0600'0.9 M WEST OF AN
 PM0600'ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE--- THIS STATION HAS NO
 PM0600'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 PM0600' 
 PM0600' 
 PM0600' 
 PM0600'
 PM0600
 PM0600                          STATION RECOVERY (2005)
 PM0600
 PM0600'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0600'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP2202 ***********************************************************************
 PP2202  DESIGNATION -  ELLSWORTH
 PP2202  PID         -  PP2202
 PP2202  STATE/COUNTY-  WI/PIERCE
 PP2202  USGS QUAD   -  ELLSWORTH (1974)
 PP2202
 PP2202                         *CURRENT SURVEY CONTROL
 PP2202  ___________________________________________________________________
 PP2202* NAD 83(1991)-  44 42 46.04354(N)    092 29 00.79801(W)     ADJUSTED  
 PP2202* NAVD 88     -       373.     (meters)    1224.     (feet)  SCALED    
 PP2202  ___________________________________________________________________
 PP2202  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 PP2202  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 PP2202
 PP2202  HORZ ORDER  -  SECOND
 PP2202
 PP2202.The horizontal coordinates were established by classical geodetic methods
 PP2202.and adjusted by the National Geodetic Survey in March 1999..
 PP2202
 PP2202.The orthometric height was scaled from a topographic map.
 PP2202
 PP2202.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP2202
 PP2202.The geoid height was determined by GEOID03.
 PP2202
 PP2202;                    North         East     Units Scale Factor Converg.
 PP2202;SPC WI C     -   100,732.621   403,245.274   MT  0.99994475   -1 45 08.4
 PP2202;SPC WI C     -   330,486.94  1,322,980.54   sFT  0.99994475   -1 45 08.4
 PP2202;SPC MN S     -   291,425.736   920,147.277   MT  0.99992882   +1 03 46.5
 PP2202;UTM  15      - 4,951,175.509   540,906.609   MT  0.99962058   +0 21 48.1
 PP2202
 PP2202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP2202!SPC WI C     -   0.99994625  x   0.99994475  =   0.99989101
 PP2202!SPC MN S     -   0.99994625  x   0.99992882  =   0.99987508
 PP2202!UTM  15      -   0.99994625  x   0.99962058  =   0.99956685
 PP2202
 PP2202:                Primary Azimuth Mark                     Grid Az
 PP2202:SPC WI C     -  PRESCOTT                                 289 58 11.7
 PP2202:SPC MN S     -  PRESCOTT                                 287 09 16.8
 PP2202:UTM  15      -  PRESCOTT                                 287 51 15.2
 PP2202
 PP2202|---------------------------------------------------------------------|
 PP2202| PID    Reference Object                     Distance      Geod. Az  |
 PP2202|                                                           dddmmss.s |
 PP2202| PP2468 PRESCOTT                            APPROX.23.4 KM 2881303.3 |
 PP2202|---------------------------------------------------------------------|
 PP2202
 PP2202                          SUPERSEDED SURVEY CONTROL
 PP2202
 PP2202  NAD 83(1991)-  44 42 46.03482(N)    092 29 00.79807(W) AD(       ) 2
 PP2202  NAD 83(1986)-  44 42 46.03380(N)    092 29 00.79912(W) AD(       ) 2
 PP2202  NAD 27      -  44 42 46.15100(N)    092 29 00.11700(W) AD(       ) 2
 PP2202
 PP2202.Superseded values are not recommended for survey control.
 PP2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2202.See file dsdata.txt to determine how the superseded data were derived.
 PP2202
 PP2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK4090751176(NAD 83)
 PP2202_MARKER: B = BOLT
 PP2202_SETTING: 0 = UNSPECIFIED SETTING
 PP2202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP2202
 PP2202  HISTORY     - Date     Condition        Report By
 PP2202  HISTORY     - 1893     MONUMENTED       CGS
 PP2202  HISTORY     - 1972     MARK NOT FOUND   USGS
 PP2202
 PP2202                          STATION DESCRIPTION
 PP2202
 PP2202'DESCRIBED BY COAST AND GEODETIC SURVEY 1893 (WRH)
 PP2202'IN NORTHEAST CORNER SW 1/4 NE 1/4 SEC. 30, ON LAND OWNED BY MR.
 PP2202'LEONARD, ONE-FOURTH MILE NORTH OF CENTER OF SECTION, 129.04
 PP2202'METERS (423.4 FEET) WEST OF FARM DIVISION FENCE LINE, AND 133.3
 PP2202'METERS (437 FEET) SOUTH OF FARM DIVISION FENCE LINE.  MARKED BY
 PP2202'STONE POST WITH TOP INSCRIBED WITH CROSS AND LETTERS U.S.G.S. AND
 PP2202'WITH 1/2-INCH COPPER BOLT IN CENTER.  TOP OF POST IS ABOUT 1
 PP2202'FOOT BELOW SURFACE OF GROUND.  MR. LEONARDS HOUSE, CHIMNEY, IS
 PP2202'N 62 DEG 43 MIN E.  CHURCH STEEPLE, 12 MILES DISTANT, IS
 PP2202'S 51 DEG 55 MIN W.
 PP2202
 PP2202                          STATION RECOVERY (1972)
 PP2202
 PP2202'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 PP2202'STATION NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP2200 ***********************************************************************
 PP2200  DESIGNATION -  ELLSWORTH COURTHOUSE DOME
 PP2200  PID         -  PP2200
 PP2200  STATE/COUNTY-  WI/PIERCE
 PP2200  USGS QUAD   -  ELLSWORTH (1974)
 PP2200
 PP2200                         *CURRENT SURVEY CONTROL
 PP2200  ___________________________________________________________________
 PP2200* NAD 83(1991)-  44 43 57.26978(N)    092 29 05.82327(W)     ADJUSTED  
 PP2200* NAVD 88     -                                                        
 PP2200  ___________________________________________________________________
 PP2200  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 PP2200  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 PP2200
 PP2200  HORZ ORDER  -  THIRD
 PP2200
 PP2200.The horizontal coordinates were established by classical geodetic methods
 PP2200.and adjusted by the National Geodetic Survey in March 1999..
 PP2200
 PP2200
 PP2200.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP2200
 PP2200.The geoid height was determined by GEOID03.
 PP2200
 PP2200;                    North         East     Units Scale Factor Converg.
 PP2200;SPC WI C     -   102,933.495   403,201.987   MT  0.99994383   -1 45 12.0
 PP2200;SPC WI C     -   337,707.64  1,322,838.52   sFT  0.99994383   -1 45 12.0
 PP2200;SPC MN S     -   293,621.795   919,995.947   MT  0.99993016   +1 03 43.0
 PP2200;UTM  15      - 4,953,372.573   540,782.140   MT  0.99962045   +0 21 45.0
 PP2200
 PP2200                          SUPERSEDED SURVEY CONTROL
 PP2200
 PP2200  NAD 83(1991)-  44 43 57.26355(N)    092 29 05.82279(W) AD(       ) 4
 PP2200  NAD 83(1986)-  44 43 57.25968(N)    092 29 05.82518(W) AD(       ) 4
 PP2200  NAD 27      -  44 43 57.37200(N)    092 29 05.14900(W) AD(       ) 3
 PP2200
 PP2200.Superseded values are not recommended for survey control.
 PP2200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2200.See file dsdata.txt to determine how the superseded data were derived.
 PP2200
 PP2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK4078253373(NAD 83)
 PP2200_MARKER: 87 = DOME
 PP2200
 PP2200  HISTORY     - Date     Condition        Report By
 PP2200  HISTORY     - 1931     FIRST OBSERVED   CGS
 PP2200
 PP2200                          STATION DESCRIPTION
 PP2200
 PP2200'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP2201 ***********************************************************************
 PP2201  DESIGNATION -  ELLSWORTH MUNICIPAL TANK
 PP2201  PID         -  PP2201
 PP2201  STATE/COUNTY-  WI/PIERCE
 PP2201  USGS QUAD   -  ELLSWORTH (1974)
 PP2201
 PP2201                         *CURRENT SURVEY CONTROL
 PP2201  ___________________________________________________________________
 PP2201* NAD 83(1991)-  44 43 51.24704(N)    092 29 05.18749(W)     ADJUSTED  
 PP2201* NAVD 88     -                                                        
 PP2201  ___________________________________________________________________
 PP2201  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 PP2201  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 PP2201
 PP2201  HORZ ORDER  -  THIRD
 PP2201
 PP2201.The horizontal coordinates were established by classical geodetic methods
 PP2201.and adjusted by the National Geodetic Survey in March 1999..
 PP2201
 PP2201
 PP2201.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP2201
 PP2201.The geoid height was determined by GEOID03.
 PP2201
 PP2201;                    North         East     Units Scale Factor Converg.
 PP2201;SPC WI C     -   102,747.251   403,210.282   MT  0.99994390   -1 45 11.5
 PP2201;SPC WI C     -   337,096.61  1,322,865.73   sFT  0.99994390   -1 45 11.5
 PP2201;SPC MN S     -   293,436.186   920,013.379   MT  0.99993004   +1 03 43.4
 PP2201;UTM  15      - 4,953,186.823   540,797.300   MT  0.99962047   +0 21 45.4
 PP2201
 PP2201                          SUPERSEDED SURVEY CONTROL
 PP2201
 PP2201  NAD 83(1991)-  44 43 51.24080(N)    092 29 05.18701(W) AD(       ) 4
 PP2201  NAD 83(1986)-  44 43 51.23689(N)    092 29 05.18944(W) AD(       ) 4
 PP2201  NAD 27      -  44 43 51.34800(N)    092 29 04.51400(W) AD(       ) 3
 PP2201
 PP2201.Superseded values are not recommended for survey control.
 PP2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2201.See file dsdata.txt to determine how the superseded data were derived.
 PP2201
 PP2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK4079753187(NAD 83)
 PP2201_MARKER: 51 = TANK
 PP2201
 PP2201  HISTORY     - Date     Condition        Report By
 PP2201  HISTORY     - 1931     FIRST OBSERVED   CGS
 PP2201
 PP2201                          STATION DESCRIPTION
 PP2201
 PP2201'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP2180 ***********************************************************************
 PP2180  DESIGNATION -  ELM
 PP2180  PID         -  PP2180
 PP2180  STATE/COUNTY-  WI/PIERCE
 PP2180  USGS QUAD   -  SPRING VALLEY (1974)
 PP2180
 PP2180                         *CURRENT SURVEY CONTROL
 PP2180  ___________________________________________________________________
 PP2180* NAD 83(1991)-  44 45 30.74153(N)    092 14 12.45458(W)     ADJUSTED  
 PP2180* NAVD 88     -       380.6    (meters)    1249.     (feet)  VERTCON   
 PP2180  ___________________________________________________________________
 PP2180  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 PP2180  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 PP2180
 PP2180  HORZ ORDER  -  SECOND
 PP2180
 PP2180.The horizontal coordinates were established by classical geodetic methods
 PP2180.and adjusted by the National Geodetic Survey in March 1999..
 PP2180
 PP2180.The NAVD 88 height was computed by applying the VERTCON shift value to
 PP2180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PP2180
 PP2180.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP2180
 PP2180.The geoid height was determined by GEOID03.
 PP2180
 PP2180;                    North         East     Units Scale Factor Converg.
 PP2180;SPC WI C     -   105,246.186   422,929.306   MT  0.99994280   -1 34 41.6
 PP2180;SPC WI C     -   345,295.20  1,387,560.56   sFT  0.99994280   -1 34 41.6
 PP2180;UTM  15      - 4,956,411.030   560,404.518   MT  0.99964487   +0 32 14.7
 PP2180
 PP2180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP2180!SPC WI C     -   0.99994509  x   0.99994280  =   0.99988789
 PP2180!UTM  15      -   0.99994509  x   0.99964487  =   0.99958998
 PP2180
 PP2180|---------------------------------------------------------------------|
 PP2180| PID    Reference Object                     Distance      Geod. Az  |
 PP2180|                                                           dddmmss.s |
 PP2180| CJ4055 ELM RM 1                             21.340 METERS 03947     |
 PP2180| PP2179 ROCK                                APPROX. 7.6 KM 0913301.1 |
 PP2180| CJ4056 ELM RM 2                             13.619 METERS 10100     |
 PP2180|---------------------------------------------------------------------|
 PP2180
 PP2180                          SUPERSEDED SURVEY CONTROL
 PP2180
 PP2180  NAD 83(1991)-  44 45 30.73609(N)    092 14 12.45334(W) AD(       ) 2
 PP2180  NAD 83(1986)-  44 45 30.73235(N)    092 14 12.46162(W) AD(       ) 2
 PP2180  NAD 27      -  44 45 30.85427(N)    092 14 11.80270(W) AD(       ) 2
 PP2180  NGVD 29 (07/19/86)  380.6    (m)         1249.     (f) VERT ANG       
 PP2180
 PP2180.Superseded values are not recommended for survey control.
 PP2180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2180.See file dsdata.txt to determine how the superseded data were derived.
 PP2180
 PP2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK6040556411(NAD 83)
 PP2180_MARKER: DD = SURVEY DISK
 PP2180_SETTING: 0 = UNSPECIFIED SETTING
 PP2180
 PP2180  HISTORY     - Date     Condition        Report By
 PP2180  HISTORY     - 1972     MONUMENTED       USGS
 PP2180
 PP2180                          STATION DESCRIPTION
 PP2180
 PP2180'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (JSA)
 PP2180'STATION IS ABOUT 1.8 MI. S. AND 3.4 MI. W. OF JUNCTION OF
 PP2180'STATE HIGHWAY 72 AND COUNTY ROAD G, ABOUT 0.6 MI. W. OF TOWN
 PP2180'OF ELMWOOD, T. 26 N., R. 15 W., 438 FT. N. AND 18 FT. W. OF
 PP2180'SEC. CORS. 5, 6, 7 AND 8.
 PP2180'
 PP2180'TO REACH FROM JUNCTION OF STATE HIGHWAY 72 AND COUNTY ROAD G,
 PP2180'GO 3.4 MI. W. ON COUNTY ROAD G TO T-RD. S., TURN S. HERE
 PP2180'AND FOLLOW FOR 0.9 MI. TO STATION ON RIGHT, ABOUT 35
 PP2180'FT. N. CENTER LINE DRIVE TO HOUSE ALSO ON RIGHT.
 PP2180'
 PP2180'STATION MARK STAMPED ET ELM 1972 IS 35 FT. N. AND
 PP2180'18 FT. W. CENTER LINE RD. AT T-DRIVE W., 37 FT. S. AND 18
 PP2180'FT. E. OF UTILITY POLE.
 PP2180'
 PP2180'REFERENCE MARK NO. 1 STAMPED ELM NO 1 1972 IS
 PP2180'70 FT. FROM STATION, 88 FT. N. AND 28 FT. E. CENTER LINE
 PP2180'RD. AT T-DRIVE W., ABOUT 1 FT. W. TELEPHONE POLE.
 PP2180'
 PP2180'REFERENCE MARK NO. 2 STAMPED ELM NO 2 1972 IS 45 FT. ESE. OF
 PP2180'STATION, 26 FT. N. AND 27 FT. E. CENTER LINE RD. AT T-DRIVE W.,
 PP2180'ABOUT 2 FT. W. OF
 PP2180'E. R/W FENCE.
 PP2180'
 PP2180'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2-IN. COPPER
 PP2180'COATED RODS, CENTERED IN 6-IN. DIAMETER PLASTIC PIPE
 PP2180'12 IN. LONG AND FILLED WITH GRAVEL TO WITHIN 1 IN. OF
 PP2180'CAP.  ALL MARKS ARE FLUSH WITH GROUND.
 PP2180'
 PP2180'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0678 ***********************************************************************
 OM0678  DESIGNATION -  ELMORE 2
 OM0678  PID         -  OM0678
 OM0678  STATE/COUNTY-  WI/FOND DU LAC
 OM0678  USGS QUAD   -  KEWASKUM (1974)
 OM0678
 OM0678                         *CURRENT SURVEY CONTROL
 OM0678  ___________________________________________________________________
 OM0678* NAD 83(1991)-  43 33 52.86459(N)    088 14 49.81871(W)     ADJUSTED  
 OM0678* NAVD 88     -       324.512  (meters)    1064.67   (feet)  ADJUSTED  
 OM0678  ___________________________________________________________________
 OM0678  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 OM0678  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 OM0678  DYNAMIC HT  -         324.440 (meters)    1064.43  (feet)  COMP
 OM0678  MODELED GRAV-     980,386.1   (mgal)                       NAVD 88
 OM0678
 OM0678  HORZ ORDER  -  THIRD
 OM0678  VERT ORDER  -  SECOND    CLASS I
 OM0678
 OM0678.The horizontal coordinates were established by classical geodetic methods
 OM0678.and adjusted by the National Geodetic Survey in November 1991..
 OM0678.No horizontal observational check was made to the station.
 OM0678
 OM0678.The orthometric height was determined by differential leveling
 OM0678.and adjusted by the National Geodetic Survey in October 2000..
 OM0678
 OM0678.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0678
 OM0678.The geoid height was determined by GEOID03.
 OM0678
 OM0678.The dynamic height is computed by dividing the NAVD 88
 OM0678.geopotential number by the normal gravity value computed on the
 OM0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0678.degrees latitude (g = 980.6199 gals.).
 OM0678
 OM0678.The modeled gravity was interpolated from observed gravity values.
 OM0678
 OM0678;                    North         East     Units Scale Factor Converg.
 OM0678;SPC WI S     -   175,310.351   741,592.081   MT  0.99993660   +1 12 15.7
 OM0678;SPC WI S     -   575,164.04  2,433,040.02   sFT  0.99993660   +1 12 15.7
 OM0678;UTM  16      - 4,824,280.696   399,280.519   MT  0.99972478   -0 51 34.5
 OM0678
 OM0678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0678!SPC WI S     -   0.99995462  x   0.99993660  =   0.99989122
 OM0678!UTM  16      -   0.99995462  x   0.99972478  =   0.99967941
 OM0678
 OM0678|---------------------------------------------------------------------|
 OM0678| PID    Reference Object                     Distance      Geod. Az  |
 OM0678|                                                           dddmmss.s |
 OM0678| OM0675 ELMORE                               15.050 METERS 00130     |
 OM0678| CI8624 ELMORE 2 RM 3                         4.230 METERS 09741     |
 OM0678| CI8623 ELMORE 2 AZ MK                                     1180845.8 |
 OM0678| OM0676 KEWASKUM MUNICIPAL TANK             APPROX. 4.9 KM 1611100.1 |
 OM0678| CI8625 ELMORE 2 RM 4                         5.517 METERS 25941     |
 OM0678| OM0683 CAMPBELLSPORT MUNICIPAL TANK        APPROX. 4.5 KM 3220231.6 |
 OM0678|---------------------------------------------------------------------|
 OM0678
 OM0678                          SUPERSEDED SURVEY CONTROL
 OM0678
 OM0678  NAD 83(1986)-  43 33 52.85489(N)    088 14 49.82366(W) AD(       ) 3
 OM0678  NAD 27      -  43 33 52.87151(N)    088 14 49.47549(W) AD(       ) 3
 OM0678
 OM0678.Superseded values are not recommended for survey control.
 OM0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0678.See file dsdata.txt to determine how the superseded data were derived.
 OM0678
 OM0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9928124281(NAD 83)
 OM0678_MARKER: DS = TRIANGULATION STATION DISK
 OM0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0678_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OM0678_STAMPING: ELMORE 2 1970
 OM0678_MARK LOGO: CGS   
 OM0678_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OM0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0678+STABILITY: SURFACE MOTION
 OM0678_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0678+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2005
 OM0678
 OM0678  HISTORY     - Date     Condition        Report By
 OM0678  HISTORY     - 1970     MONUMENTED       NGS
 OM0678  HISTORY     - 1973     GOOD             ALSTER
 OM0678  HISTORY     - 1984     GOOD             WIDT
 OM0678  HISTORY     - 19990402 GOOD             WIDT
 OM0678  HISTORY     - 20030709 GOOD             USPSQD
 OM0678  HISTORY     - 20050422 GOOD             WIDT
 OM0678
 OM0678                          STATION DESCRIPTION
 OM0678
 OM0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 OM0678'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTHWEST OF KEWASKUM,
 OM0678'ABOUT 2-1/2 MILES SOUTHEAST OF CAMPBELLSPORT, ON ROAD RIGHT OF
 OM0678'WAY, 175 FEET NORTHEAST OF THE NORTHEAST CORNER OF A 2 STORY
 OM0678'HOUSE, 30 FEET SOUTH OF THE CENTERLINE OF ROAD, 1 FOOT NORTHWEST
 OM0678'OF A METAL WITNESS POST, 18 FEET EAST OF A METAL WITNESS POST
 OM0678'AND 14 FEET WEST OF A METAL WITNESS POST.  THE MONUMENT IS
 OM0678'FLUSH AND THE DISK IS STAMPED ELMORE 2 1970.
 OM0678'
 OM0678'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45
 OM0678'AND STATE HIGHWAY 28 AT THE NORTH EDGE OF KEWASKUM, GO NORTH ON
 OM0678'HIGHWAY 45 FOR 0.3 MILE TO THE JUNCTION OF COUNTY RD. V.
 OM0678'CONTINUE NORTH ON HIGHWAY 45 FOR 2.2 MILES TO THE AZIMUTH MARK ON
 OM0678'THE LEFT.  CONTINUE NORTH ON THE HIGHWAY FOR 0.15 MILE TO A PAVED
 OM0678'CROSSROAD.  TURN LEFT AND GO WEST ON AUBURN-ASHFORD RD. FOR 0.35
 OM0678'MILE TO THE TOP OF GRADE AND THE STATION ON THE LEFT.
 OM0678'
 OM0678'REFERENCE MARK 3 IS 31 FEET SOUTH OF THE CENTERLINE OF ROAD,
 OM0678'1 FOOT WEST OF A METAL WITNESS POST AND 189 FEET NORTHEAST OF
 OM0678'THE NORTHEAST CORNER OF THE HOUSE.  THE MONUMENT PROJECTS
 OM0678'3 INCHES AND THE DISK IS STAMPED ELMORE 2 NO 3 1970.
 OM0678'
 OM0678'REFERENCE MARK 4 IS 157 FEET NORTHEAST OF THE NORTHEAST CORNER
 OM0678'OF THE HOUSE, 32 FEET SOUTH OF THE CENTERLINE OF ROAD AND 1 FOOT
 OM0678'NORTH OF A METAL WITNESS POST.  THE MONUMENT IS FLUSH AND
 OM0678'THE DISK IS STAMPED ELMORE 2 NO 4 1970.
 OM0678'
 OM0678'THE AZIMUTH MARK IS 60 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 OM0678'33 FEET SOUTH OF A POWER POLE, 20 FEET NORTH OF A FIELD
 OM0678'ENTRANCE ROAD AND 1 FOOT NORTH OF A METAL WITNESS POST.  THE
 OM0678'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED ELMORE 2
 OM0678'1970.
 OM0678'
 OM0678'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OM0678
 OM0678                          STATION RECOVERY (1973)
 OM0678
 OM0678'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1973 (CH)
 OM0678'ELMORE 2 1970-GOOD
 OM0678'
 OM0678'ELMORE 1970 REF. 3-GOOD
 OM0678'
 OM0678'ELMORE 1970 REF. 4-GOOD
 OM0678'
 OM0678'ELMORE 1970 AZ MK.-GOOD
 OM0678'
 OM0678'AZ.MK. NOT VISIBLE AT THIS TIME DUE TO STANDING CORN.
 OM0678
 OM0678                          STATION RECOVERY (1984)
 OM0678
 OM0678'RECOVERY NOTE BY WI DEPT OF TRANSP 1984 (RH)
 OM0678'ELMORE 2 1970 STATION AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION
 OM0678'ON NOV. 28, 1984.
 OM0678
 OM0678                          STATION RECOVERY (1999)
 OM0678
 OM0678'RECOVERY NOTE BY WI DEPT OF TRANSP 1999 (DJH)
 OM0678'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) NORTH-NORTHWEST OF
 OM0678'WEST BEND, AND 4.8 KM (3.00 MI) NORTH-NORTHWEST OF KEWASKUM.
 OM0678'OWNERSHIP--TOWN OF AUBURN.  TO REACH THE STATION FROM THE JUNCTION OF
 OM0678'US HIGHWAY 45 (FOND DU LAC AVENUE) WITH STATE HIGHWAY 28 (MAIN STREET)
 OM0678'IN THE VILLAGE OF KEWASKUM, GO NORTH ON US HIGHWAY 45 FOR 4.0 KM (2.50
 OM0678'MI) TO AUBURN-ASHFORD DRIVE, TURN LEFT AND GO WEST ON AUBURN-ASHFORD
 OM0678'DRIVE FOR 0.3 KM (0.20 MI) TO SCHULTZ LANE ON THE RIGHT, CONTINUE WEST
 OM0678'ON AUBURN-ASHFORD DRIVE FOR 0.24 KM (0.15 MI) TO THE STATION ON THE
 OM0678'LEFT.  THE STATION IS A BRONZE CGS TRIANGULATION STATION DISK STAMPED
 OM0678'--ELMORE 2 1970-- SET IN THE TOP OF A 30 CM (12-INCH) DIAMETER
 OM0678'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 0.5 M (1.6 FT) ABOVE THE
 OM0678'ROAD PAVEMENT.  THE STATION IS 9.1 M (29.9 FT) SOUTH OF THE CENTERLINE
 OM0678'OF AUBURN-ASHORD DRIVE, 53.5 M (175.5 FT) NORTHEAST OF THE NORTHEAST
 OM0678'MASONRY FOUNDATION CORNER OF A TWO STORY WHITE HOUSE, 7.6 M (24.9 FT)
 OM0678'WEST OF POWER POLE --70-25532 40-5--, 5.6 M (18.4 FT) EAST OF
 OM0678'REFERENCE MARK ELMORE 2 RM 4, 5.6 M (18.4 FT) EAST OF A METAL POST FOR
 OM0678'A WHITE METAL WITNESS SIGN, 4.5 M (14.8 FT) WEST OF A METAL POST FOR A
 OM0678'WHITE METAL WITNESS SIGN, 4.3 M (14.1 FT) WEST OF REFERENCE MARK
 OM0678'ELMORE 2 RM 3, ABOUT 2 M (6.6 FT) NORTH OF THE NORTH EDGE OF A
 OM0678'CULTIVATED FIELD, 35 CM (14 INCHES) NORTHWEST OF A METAL POST FOR A
 OM0678'WHITE METAL WITNESS SIGN, AND 83 CM (33 INCHES) NORTH OF AN ORANGE
 OM0678'FIBERGLASS WITNESS POST.  ---NOTE---VISIBLE OBSTRUCTIONS AT THIS
 OM0678'STATION ARE THE REFERENCED POWER POLE EXTENDING TO 45 DEGREES ABOVE
 OM0678'THE HORIZON AND A TREE APPROXIMATELY 15 M (49.2 FT) FROM THE STATION
 OM0678'IN THE SOUTHWEST QUADRANT EXTENDING TO 35 DEGREES ABOVE THE HORIZON.
 OM0678'---NOTE 2---AZIMUTH MARK ELMORE 2 AZ MK WAS SEARCHED FOR AND FOUND AS
 OM0678'DESCRIBED, THE STATION IS IN POOR CONDITION WITH THE DISK BENT AND
 OM0678'CRACKS IN THE CONCRETE POST.  THE CONCRETE POST ALSO HAS MISSING
 OM0678'CONCRETE IN SEVERAL LOCATIONS, THE DAMAGE COULD POSSIBLY BE THE RESULT
 OM0678'OF HEAVY FARM MACHINERY STRIKING THE POST.
 OM0678
 OM0678                          STATION RECOVERY (2003)
 OM0678
 OM0678'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0678'STATION, REFERENCE MARKS 3 AND 4, AND AZIMUTH MARK WERE RECOVERED IN
 OM0678'GOOD CONDITION.  NOTE-- THE HOUSE IS AT -1854-.  ADD-- THE STATION IS
 OM0678'33 FEET NORTH OF AN ORANGE FIBERGLASS WITNESS POST, 1 FOOT NORTHWEST
 OM0678'OF A WHITE METAL WITNESS POST.  REFERENCE MARK 4 IS AT THE NORTH END
 OM0678'OF A NORTH-SOUTH TREE LINE.  THE AZIMUTH MARK IS IN POOR CONDITION AND
 OM0678'HAS NO WITNESS POST.
 OM0678
 OM0678                          STATION RECOVERY (2005)
 OM0678
 OM0678'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 OM0678'THE STATION AND REFERENCE MARKS 3 AND 4 WERE RECOVERED IN GOOD
 OM0678'CONDITION.  ADD-- THE STATION IS 7 CM BELOW GROUND LEVEL.  NOTE-- THE
 OM0678'STATION IS 1 FOOT NORTHWEST OF A WHITE METAL WITNESS POST AND 1 M (33
 OM0678'INCHES) NORTH OF AN ORANGE CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1235 ***********************************************************************
 NH1235  DESIGNATION -  ELORENCE
 NH1235  PID         -  NH1235
 NH1235  STATE/COUNTY-  WI/WALWORTH
 NH1235  USGS QUAD   -  ELKHORN (1994)
 NH1235
 NH1235                         *CURRENT SURVEY CONTROL
 NH1235  ___________________________________________________________________
 NH1235* NAD 83(1991)-  42 38 25.35925(N)    088 36 56.82775(W)     ADJUSTED  
 NH1235* NAVD 88     -       296.     (meters)     971.     (feet)  SCALED    
 NH1235  ___________________________________________________________________
 NH1235  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 NH1235  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 NH1235
 NH1235  HORZ ORDER  -  SECOND
 NH1235
 NH1235.The horizontal coordinates were established by classical geodetic methods
 NH1235.and adjusted by the National Geodetic Survey in November 1991..
 NH1235
 NH1235.The orthometric height was scaled from a topographic map.
 NH1235
 NH1235.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1235
 NH1235.The geoid height was determined by GEOID03.
 NH1235
 NH1235;                    North         East     Units Scale Factor Converg.
 NH1235;SPC WI S     -    72,083.184   713,523.270   MT  1.00002004   +0 57 04.0
 NH1235;SPC WI S     -   236,492.91  2,340,950.93   sFT  1.00002004   +0 57 04.0
 NH1235;UTM  16      - 4,722,146.033   367,533.052   MT  0.99981589   -1 05 40.9
 NH1235
 NH1235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1235!SPC WI S     -   0.99995890  x   1.00002004  =   0.99997894
 NH1235!UTM  16      -   0.99995890  x   0.99981589  =   0.99977480
 NH1235
 NH1235|---------------------------------------------------------------------|
 NH1235| PID    Reference Object                     Distance      Geod. Az  |
 NH1235|                                                           dddmmss.s |
 NH1235| CI8626 ELORENCE RM                          13.380 METERS 02419     |
 NH1235| NH1266 DELAVAN                             APPROX. 1.0 KM 2351653.6 |
 NH1235| NH1262 DELAVAN ST ANDREWS CH SPIRE         APPROX. 2.1 KM 2463512.2 |
 NH1235|---------------------------------------------------------------------|
 NH1235
 NH1235                          SUPERSEDED SURVEY CONTROL
 NH1235
 NH1235  NAD 83(1986)-  42 38 25.35693(N)    088 36 56.83398(W) AD(       ) 2
 NH1235  NAD 27      -  42 38 25.30200(N)    088 36 56.46500(W) AD(       ) 2
 NH1235
 NH1235.Superseded values are not recommended for survey control.
 NH1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1235.See file dsdata.txt to determine how the superseded data were derived.
 NH1235
 NH1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6753322146(NAD 83)
 NH1235_MARKER: DS = TRIANGULATION STATION DISK
 NH1235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1235
 NH1235  HISTORY     - Date     Condition        Report By
 NH1235  HISTORY     - 1920     MONUMENTED       CGS
 NH1235  HISTORY     - 1930     MARK NOT FOUND   CGS
 NH1235  HISTORY     - 1934     POOR             CGS
 NH1235
 NH1235                          STATION DESCRIPTION
 NH1235
 NH1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH1235'STATION IS LOCATED ABOUT 1-1/2 MILES E OF DELAVAN, ON THE
 NH1235'N SIDE OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 NH1235'TRACK, 35 YARDS E OF THE SECOND ROAD CROSSING E OF THE CITY
 NH1235'LIMITS OF DELAVAN, AND 3.07 METERS (10.07 FEET) N OF THE N
 NH1235'AND NEAREST RAIL.  SURFACE, UNDERGROUND, AND REFERENCE MARKS
 NH1235'ARE BRONZE TABLETS SET IN CONCRETE AS DESCRIBED.
 NH1235'REFERENCE MARK IS ON THE OPPOSITE SIDE OF
 NH1235'THE TRACK, NEAR THE FENCE LINE, 13.38 METERS (43.90 FEET)
 NH1235'FROM THE STATION, N 24 DEG 19 MIN E.
 NH1235
 NH1235                          STATION RECOVERY (1930)
 NH1235
 NH1235'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 NH1235'STATION MARK WAS NOT FOUND.  THIS IS A TRAVERSE STATION.
 NH1235
 NH1235                          STATION RECOVERY (1934)
 NH1235
 NH1235'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (AHT)
 NH1235'THIS ENTIRE POST WITH DISK IN PLACE WAS OUT OF THE GROUND
 NH1235'AND LYING N OF THE CHICAGO, MILWAUKEE AND ST. PAUL TRACKS
 NH1235'NW FROM ELORENCE 1920 REFERENCE.  MARK IS A BRONZE STATION
 NH1235'DISK STAMPED ELORENCE 1920.
 NH1235'
 NH1235'A BRONZE REFERENCE DISK WAS LOCATED 11 YARDS N OF THE CENTER
 NH1235'LINE OF AN E AND W ROAD CROSSING THE TRACKS AND STRIKING
 NH1235'HIGHWAY 15 A SHORT DISTANCE E OF THE DELEVAN CITY LIMITS
 NH1235'AND 8 YARDS SE OF THE MOST S RAIL OF THE CHICAGO, MILWAUKEE,
 NH1235'AND ST. PAUL RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4234 ***********************************************************************
 DG4234  DESIGNATION -  ELVER PARK GPS
 DG4234  PID         -  DG4234
 DG4234  STATE/COUNTY-  WI/DANE
 DG4234  USGS QUAD   -  MADISON WEST (1983)
 DG4234
 DG4234                         *CURRENT SURVEY CONTROL
 DG4234  ___________________________________________________________________
 DG4234* NAD 83(1997)-  43 02 05.46039(N)    089 29 50.27981(W)     ADJUSTED  
 DG4234* NAVD 88     -       326.9    (meters)    1073.     (feet)  GPS OBS   
 DG4234  ___________________________________________________________________
 DG4234  X           -      40,968.827 (meters)                     COMP
 DG4234  Y           -  -4,669,346.276 (meters)                     COMP
 DG4234  Z           -   4,330,532.254 (meters)                     COMP
 DG4234  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 DG4234  ELLIP HEIGHT-         292.75  (meters)          (01/28/04) GPS OBS
 DG4234  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 DG4234
 DG4234  HORZ ORDER  -  FIRST
 DG4234  ELLP ORDER  -  THIRD     CLASS II
 DG4234
 DG4234.The horizontal coordinates were established by GPS observations
 DG4234.and adjusted by the TERRASURV in January 2004..
 DG4234
 DG4234.The orthometric height was determined by GPS observations and a
 DG4234.high-resolution geoid model.
 DG4234
 DG4234.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4234
 DG4234.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4234
 DG4234.The ellipsoidal height was determined by GPS observations
 DG4234.and is referenced to NAD 83.
 DG4234
 DG4234.The geoid height was determined by GEOID03.
 DG4234
 DG4234;                    North         East     Units Scale Factor Converg.
 DG4234;SPC WI S     -   115,085.433   640,965.296   MT  0.99995288   +0 20 43.5
 DG4234;SPC WI S     -   377,576.12  2,102,900.31   sFT  0.99995288   +0 20 43.5
 DG4234;UTM  16      - 4,767,711.519   296,559.755   MT  1.00010918   -1 42 17.5
 DG4234
 DG4234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4234!SPC WI S     -   0.99995409  x   0.99995288  =   0.99990697
 DG4234!UTM  16      -   0.99995409  x   1.00010918  =   1.00006327
 DG4234
 DG4234                          SUPERSEDED SURVEY CONTROL
 DG4234
 DG4234.No superseded survey control is available for this station.
 DG4234
 DG4234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9656067712(NAD 83)
 DG4234_MARKER: F = FLANGE-ENCASED ROD
 DG4234_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG4234+WITH SETTING: INFORMATION.
 DG4234_STAMPING: ELVER PARK GPS
 DG4234_MARK LOGO: AYRES 
 DG4234_PROJECTION: FLUSH
 DG4234_MAGNETIC: I = MARKER IS A STEEL ROD
 DG4234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4234+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 DG4234_ROD/PIPE-DEPTH:  2.4 meters
 DG4234_SLEEVE-DEPTH  :  0.9 meters
 DG4234
 DG4234  HISTORY     - Date     Condition        Report By
 DG4234  HISTORY     - 20021016 MONUMENTED       AYRES
 DG4234
 DG4234                          STATION DESCRIPTION
 DG4234
 DG4234'DESCRIBED BY AYRES ASSOCIATES 2002 (CMS)
 DG4234'TO REACH THE STATION FROM THE INTERSECTION OF US 12 AND 14 AND S.
 DG4234'GAMMON ROAD, TRAVEL
 DG4234'SOUTH ON S. GAMMON ROAD FOR 1.6 KM (1.0 MI) TO THE INTERSECTION OF
 DG4234'SCHROEDER ROAD AND
 DG4234'MCKENNA BLVD. TRAVEL SOUTH ON MCKENNA BLVD FOR 1.5 KM (0.95 MI) AND
 DG4234'THE STATION TO THE
 DG4234'WEST. THE STATION IS LOCATED APPROXIMATELY 91.4 M (300 FT) NORTH OF
 DG4234'THE NORTH EDGE OF
 DG4234'THE PARKING LOT FOR THE CITY OF MADISON POLICE DEPARTMENT AND
 DG4234'APPROXIMATELY 30.5 M (100
 DG4234'FT) WEST OF MCKENNA BLVD, THE STATION IS SET ALONG A NORTH-SOUTH FENCE
 DG4234'LINE AND 41.1 M
 DG4234'(135 FT) NORTH OF THE GRASS ENTRANCE TO ELVER PARK, WHICH IS NEAR THE
 DG4234'MADISON WEST
 DG4234'POLICE DEPARTMENT. STATION IS STAMPED ELVER PARK GPS ON THE ACCESS
 DG4234'COVER.
 DG4234' 
 DG4234' 
 DG4234' 
 DG4234'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO1457 ***********************************************************************
 QO1457  DESIGNATION -  EMERALD
 QO1457  PID         -  QO1457
 QO1457  STATE/COUNTY-  WI/ST CROIX
 QO1457  USGS QUAD   -  EMERALD (1975)
 QO1457
 QO1457                         *CURRENT SURVEY CONTROL
 QO1457  ___________________________________________________________________
 QO1457* NAD 83(1991)-  45 04 44.02912(N)    092 18 15.64927(W)     ADJUSTED  
 QO1457* NAVD 88     -       377.     (meters)    1237.     (feet)  SCALED    
 QO1457  ___________________________________________________________________
 QO1457  LAPLACE CORR-          -4.77  (seconds)                    DEFLEC99
 QO1457  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 QO1457
 QO1457  HORZ ORDER  -  FIRST
 QO1457
 QO1457.The horizontal coordinates were established by classical geodetic methods
 QO1457.and adjusted by the National Geodetic Survey in March 1999..
 QO1457
 QO1457.The orthometric height was scaled from a topographic map.
 QO1457
 QO1457.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO1457
 QO1457.The geoid height was determined by GEOID03.
 QO1457
 QO1457;                    North         East     Units Scale Factor Converg.
 QO1457;SPC WI C     -   140,980.736   418,593.028   MT  0.99994695   -1 37 33.2
 QO1457;SPC WI C     -   462,534.30  1,373,333.96   sFT  0.99994695   -1 37 33.2
 QO1457;UTM  15      - 4,991,950.279   554,752.797   MT  0.99963686   +0 29 33.3
 QO1457
 QO1457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1457!SPC WI C     -   0.99994566  x   0.99994695  =   0.99989261
 QO1457!UTM  15      -   0.99994566  x   0.99963686  =   0.99958254
 QO1457
 QO1457:                Primary Azimuth Mark                     Grid Az
 QO1457:SPC WI C     -  CLEAR LAKE MUNICIPAL TANK                009 04 35.1
 QO1457:UTM  15      -  CLEAR LAKE MUNICIPAL TANK                006 57 28.6
 QO1457
 QO1457|---------------------------------------------------------------------|
 QO1457| PID    Reference Object                     Distance      Geod. Az  |
 QO1457|                                                           dddmmss.s |
 QO1457| QO1459 CLEAR LAKE MUNICIPAL TANK           APPROX.19.5 KM 0072701.9 |
 QO1457| CJ4058 EMERALD RM 1                         33.473 METERS 10002     |
 QO1457| CJ4059 EMERALD RM 2                         61.146 METERS 16947     |
 QO1457| CJ4060 EMERALD RM 3                          5.635 METERS 18435     |
 QO1457| PP2213 HAMMOND SPIRE WITH BALL             APPROX.15.1 KM 2214940.2 |
 QO1457| PP2212 HAMMOND MUNICIPAL TANK              APPROX.15.3 KM 2223232.4 |
 QO1457| CJ4057 EMERALD AZ MK                                      2305723.4 |
 QO1457| QO1463 NEW RICHMOND IMM CONC CATH CH       APPROX.19.5 KM 2841135.8 |
 QO1457| QO1462 NEW RICHMOND MUNICIPAL TANK         APPROX.18.8 KM 2845432.7 |
 QO1457| QO1460 ST CROIX COUNTY HOSP CUPOLA         APPROX.21.2 KM 2860648.0 |
 QO1457| QO1461 ST CROIX COUNTY HOSPITAL TANK       APPROX.21.3 KM 2861609.7 |
 QO1457| QO1456 HENKE                               APPROX.15.3 KM 3402546.9 |
 QO1457|---------------------------------------------------------------------|
 QO1457
 QO1457                          SUPERSEDED SURVEY CONTROL
 QO1457
 QO1457  NAD 83(1991)-  45 04 44.02815(N)    092 18 15.64408(W) AD(       ) 1
 QO1457  NAD 83(1986)-  45 04 44.01984(N)    092 18 15.65272(W) AD(       ) 1
 QO1457  NAD 27      -  45 04 44.14400(N)    092 18 14.96900(W) AD(       ) 1
 QO1457
 QO1457.Superseded values are not recommended for survey control.
 QO1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1457.See file dsdata.txt to determine how the superseded data were derived.
 QO1457
 QO1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK5475391950(NAD 83)
 QO1457_MARKER: DS = TRIANGULATION STATION DISK
 QO1457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO1457_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QO1457
 QO1457  HISTORY     - Date     Condition        Report By
 QO1457  HISTORY     - 1934     MONUMENTED       CGS
 QO1457  HISTORY     - 1947     GOOD             CGS
 QO1457  HISTORY     - 1964     GOOD             USGS
 QO1457  HISTORY     - 1978     GOOD             NGS
 QO1457
 QO1457                          STATION DESCRIPTION
 QO1457
 QO1457'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QO1457'THIS STATION IS ABOUT 2 MILES WEST OF EMERALD, AND 12 MILES
 QO1457'SOUTHEAST OF NEW RICHMOND, IN THE SOUTHEAST QUARTER OF SEC. 15,
 QO1457'T. 30 N., R. 16 W., ON LAND OWNED BY THE FEDERAL LAND BANK,
 QO1457'AND OCCUPIED BY HENRY PRINSEN.  MARK IS SET IN FENCE LINE BETWEEN
 QO1457'PASTURE AND CUT-OVER LAND, 96 FEET SOUTHEAST OF FENCE CORNER,
 QO1457'AND 57 FEET NORTHWEST OF FENCE CORNER.  MARK PROJECTS 12
 QO1457'INCHES.
 QO1457'
 QO1457'TO REACH STATION FROM NEW RICHMOND, GO SOUTH ON STATE HIGHWAY
 QO1457'65 FOR 3.0 MILES TO INTERSECTION WITH COUNTY HIGHWAY G, TURN
 QO1457'EAST ON HIGHWAY G FOR 8.0 MILES TO INTERSECTION WITH STATE
 QO1457'HIGHWAY 46, CONTINUE ON HIGHWAY G FOR 3.6 MILES TO MR. PRINSENS
 QO1457'HOUSE ON LEFT, TURN IN AT GATE AND DRIVE AROUND NORTH CORNER
 QO1457'OF MILK HOUSE, TURN LEFT AND FOLLOW FENCE LINE THROUGH CUT-OVER
 QO1457'LAND AND SPARSE WOODS FOR 0.3 MILE TO SMALL KNOLL AND STATION.
 QO1457'
 QO1457'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, 1 FOOT SOUTH
 QO1457'OF FENCE LINE BETWEEN CUT-OVER LAND AND CULTIVATED FIELD, 52
 QO1457'FEET SOUTHEAST OF FENCE CORNER, AND PROJECTS 12 INCHES.
 QO1457'
 QO1457'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION, IN PASTURE, SET
 QO1457'IN OUTCROPPING ROCK WHICH PROJECTS APPROXIMATELY 2 FEET,
 QO1457'18 FEET NORTHWEST OF FENCE LINE BETWEEN PASTURE AND CULTIVATED
 QO1457'FIELD.  MARK SET FLUSH IN ROCK.
 QO1457'
 QO1457'AZIMUTH MARK IS WEST OF THE STATION, 2 FEET NORTH OF FENCE
 QO1457'LINE, 26 FEET SOUTH OF CENTERLINE OF COUNTY HIGHWAY G, AND
 QO1457'PROJECTS 12 INCHES.
 QO1457'
 QO1457'LIGHTS 60 FEET ABOVE GUNDERSON AND 74 FEET ABOVE LENSELINK
 QO1457'ARE VISIBLE FROM THE GROUND.  A LIGHT 87 FEET ABOVE HILL COMES
 QO1457'INTO VIEW AT 6 FEET ABOVE THE GROUND.
 QO1457'
 QO1457'A LIGHT 87 FEET ABOVE HENKE COMES INTO VIEW AT 15 FEET ABOVE
 QO1457'THE GROUND.
 QO1457'
 QO1457'A LIGHT 74 FEET ABOVE NEW RICHMOND COMES INTO VIEW AT 20 FEET
 QO1457'ABOVE THE GROUND.
 QO1457
 QO1457                          STATION RECOVERY (1947)
 QO1457
 QO1457'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CAS)
 QO1457'THE HIGHWAY BETWEEN SECS. 15 AND 22, T30N, R16W IS TO BE
 QO1457'CONSTRUCTED THIS YEAR.  WE FIND THAT THE AZIMUTH REFERENCE
 QO1457'MARKER LOCATED IN THE NW 1/4 OF THE NE 1/4 SEC 22, T30N,
 QO1457'R16W IS WITHIN THE GRADING LIMITS.  WE MOVED THE AZIMUTH
 QO1457'MARKER 12 FEET SOUTHWEST ON THE TANGET LINE WITH THE
 QO1457'TRIANGULATION STATION AND THE AZIMUTH MARKER SET IN 1934.
 QO1457'INSTEAD OF POURING NEW CONCRETE POST FOR IT, WE DUG THE OLD
 QO1457'ONE OUT AND MOVED THE OLD CONCRETE POST AND LEFT THE 1934
 QO1457'MARKER IN IT.
 QO1457
 QO1457                          STATION RECOVERY (1964)
 QO1457
 QO1457'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964 (JHT)
 QO1457'OCCUPIED BY J. GASPORD
 QO1457'
 QO1457'STATE HWY 48 IS NOW U.S. HWY 63.
 QO1457'
 QO1457'NO FENCE CORNER.
 QO1457'
 QO1457'AZ MK RESET 1947--32 FT SOUTH CENTERLINE HWY G.  30 FT EAST
 QO1457'CENTERLINE T-FIELD RD SOUTH 2 FT NORTH OF SOUTH ROW FENCE.  ARROW
 QO1457'POINTS NORTH (NOT TOWARD STATION).
 QO1457
 QO1457                          STATION RECOVERY (1978)
 QO1457
 QO1457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 QO1457'STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK RECOVERED.  THE
 QO1457'STATION MARK AND REFERENCE MARK 1 IN GOOD CONDITION.  THE AZIMUTH
 QO1457'MARK APPEARED TO HAVE BEEN DISTURBED.  TREES BLOCKED THE LINE OF
 QO1457'SIGHT TO THE AZIMUTH MARK.  REFERENCE MARK 2 WAS NOT FOUND AND
 QO1457'ASSUMED DESTROYED BY FARMING EQUIPMENT.  NO OBJECT WAS VISIBLE TO
 QO1457'SET A NEW AZIMUTH MARK.
 QO1457'
 QO1457'THE STATION IS ON PROPERTY NOW OWNED BY MR. ED WALSH AND TENDED BY
 QO1457'A MR. AL GENZLER WHO LIVES IN A MOBILE HOME ABOUT 1/4 MILE EAST OF
 QO1457'THE STATION.
 QO1457'
 QO1457'THE PREVIOUS TO REACH AND DESCRIPTION ARE ADEQUATE WITH THE
 QO1457'EXCEPTION OF THE PROPERTY OWNER AND HIGHWAY 46 MENTIONED IN THE TO
 QO1457'REACH IS NOW U.S. HIGHWAY 63.
 QO1457'
 QO1457'REFERENCE MARK 3 IS 15 FEET SOUTH OF THE SOUTH EDGE OF THE WOODS
 QO1457'AND 1 FOOT EAST OF A METAL WITNESS POST.  THE MARK IS FLUSH AND THE
 QO1457'DISK STAMPED EMERALD 1934 NO 3 1978.
 QO1457'
 QO1457'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE STATION.  A
 QO1457'METAL WITNESS POST WAS SET 1 FOOT SOUTH OF REFERENCE MARK NO.1.
 QO1457'
 QO1457'THE AZIMUTH MARK WAS IN WAY OF HIGHWAY WIDENING AND WAS
 QO1457'DESTROYED.  THE DISK WAS SALVAGED.
 QO1457'
 QO1457'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QO1457'12 MILES SOUTHEAST OF NEW RICHMOND.
 QO1457'
 QO1457'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4231 ***********************************************************************
 DG4231  DESIGNATION -  EMIL GPS
 DG4231  PID         -  DG4231
 DG4231  STATE/COUNTY-  WI/DANE
 DG4231  USGS QUAD   -  MADISON WEST (1983)
 DG4231
 DG4231                         *CURRENT SURVEY CONTROL
 DG4231  ___________________________________________________________________
 DG4231* NAD 83(1997)-  43 02 11.81576(N)    089 24 36.21460(W)     ADJUSTED  
 DG4231* NAVD 88     -       271.8    (meters)     892.     (feet)  GPS OBS   
 DG4231  ___________________________________________________________________
 DG4231  X           -      48,076.675 (meters)                     COMP
 DG4231  Y           -  -4,669,104.287 (meters)                     COMP
 DG4231  Z           -   4,330,637.933 (meters)                     COMP
 DG4231  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 DG4231  ELLIP HEIGHT-         237.54  (meters)          (01/28/04) GPS OBS
 DG4231  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 DG4231
 DG4231  HORZ ORDER  -  FIRST
 DG4231  ELLP ORDER  -  THIRD     CLASS II
 DG4231
 DG4231.The horizontal coordinates were established by GPS observations
 DG4231.and adjusted by the TERRASURV in January 2004..
 DG4231
 DG4231.The orthometric height was determined by GPS observations and a
 DG4231.high-resolution geoid model.
 DG4231
 DG4231.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4231
 DG4231.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4231
 DG4231.The ellipsoidal height was determined by GPS observations
 DG4231.and is referenced to NAD 83.
 DG4231
 DG4231.The geoid height was determined by GEOID03.
 DG4231
 DG4231;                    North         East     Units Scale Factor Converg.
 DG4231;SPC WI S     -   115,328.118   648,073.061   MT  0.99995268   +0 24 19.3
 DG4231;SPC WI S     -   378,372.33  2,126,219.70   sFT  0.99995268   +0 24 19.3
 DG4231;UTM  16      - 4,767,699.735   303,672.638   MT  1.00007419   -1 38 43.1
 DG4231
 DG4231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4231!SPC WI S     -   0.99996275  x   0.99995268  =   0.99991543
 DG4231!UTM  16      -   0.99996275  x   1.00007419  =   1.00003694
 DG4231
 DG4231                          SUPERSEDED SURVEY CONTROL
 DG4231
 DG4231.No superseded survey control is available for this station.
 DG4231
 DG4231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0367367700(NAD 83)
 DG4231_MARKER: F = FLANGE-ENCASED ROD
 DG4231_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG4231+WITH SETTING: INFORMATION.
 DG4231_STAMPING: EMIL GPS
 DG4231_MARK LOGO: AYRES 
 DG4231_PROJECTION: FLUSH
 DG4231_MAGNETIC: I = MARKER IS A STEEL ROD
 DG4231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4231+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 DG4231_ROD/PIPE-DEPTH:  2.4 meters
 DG4231_SLEEVE-DEPTH  :  0.9 meters
 DG4231
 DG4231  HISTORY     - Date     Condition        Report By
 DG4231  HISTORY     - 20021016 MONUMENTED       AYRES
 DG4231
 DG4231                          STATION DESCRIPTION
 DG4231
 DG4231'DESCRIBED BY AYRES ASSOCIATES 2002 (CMS)
 DG4231'TO REACH THE STATION FROM THE INTERSECTION OF US 12 18 AND FISH
 DG4231'HATCHERY ROAD, TRAVEL
 DG4231'NORTH ON FISH HATCHERY ROAD TO THE FIRST INTERSECTION. TRAVEL WEST TO
 DG4231'THE END OF EMIL
 DG4231'STREET AND THE STATION TO THE SOUTH. STATION IS LOCATED APPROXIMATELY
 DG4231'12.8 M (42 FT)
 DG4231'NORTHEAST OF A POWER POLE, 10.1 M (33 FT) NORTHWEST OF A PARKING
 DG4231'ISLAND, AND IN THE
 DG4231'CENTER OF THE GRASS AREA BETWEEN THE SOUTH EDGE OF EMIL STREET AND THE
 DG4231'NORTH EDGE
 DG4231'OF THE SOUTH SIDEWALK. THE STATION IS ON THE EXTENSION OF THE ENTRANCE
 DG4231'TO THE CITY OF
 DG4231'MADISON PUBLIC WORKS PARKING LOT. STATION IS STAMPED EMIL GPS ON THE
 DG4231'ACCESS COVER.
 DG4231' 
 DG4231' 
 DG4231' 
 DG4231'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1352 ***********************************************************************
 OM1352  DESIGNATION -  EMMET S GPS
 OM1352  PID         -  OM1352
 OM1352  STATE/COUNTY-  WI/DODGE
 OM1352  USGS QUAD   -  WATERTOWN (1971)
 OM1352
 OM1352                         *CURRENT SURVEY CONTROL
 OM1352  ___________________________________________________________________
 OM1352* NAD 83(1997)-  43 12 59.67113(N)    088 43 46.51620(W)     ADJUSTED  
 OM1352* NAVD 88     -       254.213  (meters)     834.03   (feet)  ADJUSTED  
 OM1352  ___________________________________________________________________
 OM1352  X           -     103,221.152 (meters)                     COMP
 OM1352  Y           -  -4,654,526.544 (meters)                     COMP
 OM1352  Z           -   4,345,217.713 (meters)                     COMP
 OM1352  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 OM1352  ELLIP HEIGHT-         219.56  (meters)          (04/02/04) GPS OBS
 OM1352  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 OM1352  DYNAMIC HT  -         254.149 (meters)     833.82  (feet)  COMP
 OM1352  MODELED GRAV-     980,365.5   (mgal)                       NAVD 88
 OM1352  OBS GRAVITY -     980,365.0   (mgal)                       GRAV_OBS
 OM1352
 OM1352  HORZ ORDER  -  FIRST
 OM1352  VERT ORDER  -  SECOND    CLASS I
 OM1352  ELLP ORDER  -  FOURTH    CLASS I
 OM1352
 OM1352.The horizontal coordinates were established by GPS observations
 OM1352.and adjusted by the WI DEPT OF TRANSP in April 2004..
 OM1352
 OM1352.The orthometric height was determined by differential leveling
 OM1352.and adjusted by the National Geodetic Survey in February 2004..
 OM1352
 OM1352.Photographs are available for this station.
 OM1352
 OM1352.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1352
 OM1352.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1352
 OM1352.The ellipsoidal height was determined by GPS observations
 OM1352.and is referenced to NAD 83.
 OM1352
 OM1352.The geoid height was determined by GEOID03.
 OM1352
 OM1352.The dynamic height is computed by dividing the NAVD 88
 OM1352.geopotential number by the normal gravity value computed on the
 OM1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM1352.degrees latitude (g = 980.6199 gals.).
 OM1352
 OM1352.The modeled gravity was interpolated from observed gravity values.
 OM1352.The observed gravity was obtained from relative gravimeter ties
 OM1352.to the IGSN71 gravity network.
 OM1352
 OM1352;                    North         East     Units Scale Factor Converg.
 OM1352;SPC WI S     -   135,935.890   703,215.641   MT  0.99993772   +0 52 22.5
 OM1352;SPC WI S     -   445,983.00  2,307,133.32   sFT  0.99993772   +0 52 22.5
 OM1352;UTM  16      - 4,786,317.729   359,518.929   MT  0.99984277   -1 11 04.4
 OM1352
 OM1352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1352!SPC WI S     -   0.99996557  x   0.99993772  =   0.99990329
 OM1352!UTM  16      -   0.99996557  x   0.99984277  =   0.99980835
 OM1352
 OM1352                          SUPERSEDED SURVEY CONTROL
 OM1352
 OM1352  NAVD 88 (04/02/04)  254.21   (m)          834.0    (f) LEVELING    3  
 OM1352
 OM1352.Superseded values are not recommended for survey control.
 OM1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1352.See file dsdata.txt to determine how the superseded data were derived.
 OM1352
 OM1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5951986318(NAD 83)
 OM1352_MARKER: DD = SURVEY DISK
 OM1352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1352_SP_SET: CONCRETE POST
 OM1352_STAMPING: EMMET S GPS 1992
 OM1352_MARK LOGO: WI-027
 OM1352_PROJECTION: FLUSH
 OM1352_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM1352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1352+SATELLITE: SATELLITE OBSERVATIONS - 2004
 OM1352
 OM1352  HISTORY     - Date     Condition        Report By
 OM1352  HISTORY     - 1992     MONUMENTED       WI-027
 OM1352  HISTORY     - 19931122 GOOD             WIDT
 OM1352  HISTORY     - 2001     GOOD             WIDT
 OM1352  HISTORY     - 2004     GOOD             WIDT
 OM1352
 OM1352                          STATION DESCRIPTION
 OM1352
 OM1352'DESCRIBED BY WI DEPT OF TRANSP 1993
 OM1352'STATION IS PART OF GRAVITY DENSIFICATION PROJECT, LOCATED IN WIDOT
 OM1352'DODGE COUNTY GRID REFERENCE P8, ABOUT 2.4 KM (1.50 MI) NORTH OF
 OM1352'WATERTOWN, IN THE NORTHWEST CORNER OF THE SOUTHWEST 1/4 OF SECTION
 OM1352'28, T09N, R15E, ON HIGHWAY RIGHT-OF-WAY.  CONTACT DODGE COUNTY
 OM1352'SURVEYORS OFFICE AT 414-386-3770 CONCERNING STATION COORDINATES.
 OM1352'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 16 AND
 OM1352'WATER STREET ON THE NORTH SIDE OF WATERTOWN, GO WEST ON STATE HIGHWAY
 OM1352'16 FOR ABOUT 76 M (249.3 FT) TO THE STATION ON THE RIGHT.
 OM1352'STATION IS A BRASS DISK SET IN TOP OF A 45 CM ROUND CONCRETE MONUMENT
 OM1352'FLUSH WITH THE GROUND.  IT IS 8.2 M (26.9 FT) NORTH FROM THE CENTER
 OM1352'OF STATE HIGHWAY 16, 17.7 M (58.1 FT) EAST FROM THE EAST END OF A
 OM1352'GUARD RAIL AND 0.38 M (1.25 FT) EAST FROM A WHITE PLASTIC T-POST.
 OM1352
 OM1352                          STATION RECOVERY (2001)
 OM1352
 OM1352'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OM1352'THE STATION IS LOCATED IN WATERTOWN.  OWNERSHIP--WISCONSIN DEPARTMENT
 OM1352'OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 OM1352'HIGHWAY 16 WITH STATE HIGHWAY 26 ON THE NORTH SIDE OF THE CITY OF
 OM1352'WATERTOWN, GO EAST ON STATE HIGHWAY 16 FOR 0.6 KM TO THE STATION ON
 OM1352'THE LEFT.  THE STATION IS A BRONZE DODGE COUNTY GEODETIC CONTROL
 OM1352'MARKER DISK SET IN THE TOP OF A 45-CM DIAMETER CONCRETE POST SET TO A
 OM1352'DEPTH OF 1.8 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 OM1352'STATION IS 8.1 M NORTH OF THE CENTERLINE OF STATE HIGHWAY 16, 80 M
 OM1352'WEST OF THE CENTERLINE OF NORTH WATER STREET, 17.5 M EAST OF THE EAST
 OM1352'END OF A METAL GUARD RAIL ALONG THE NORTH SIDE OF STATE HIGHWAY 16,
 OM1352'AND 16.1 M NORTH OF THE EAST END OF A METAL GUARD RAIL ALONG THE
 OM1352'SOUTH SIDE OF STATE HIGHWAY 16.  ---NOTE---THE STATION IS 1.0 M SOUTH
 OM1352'AND 1.0 M WEST OF AN ORANGE 4X4 PLASTIC WITNESS POSTS AND 0.5 M EAST
 OM1352'OF A WHITE PLASTIC WITNESS POST. ---NOTE2---THIS STATION HAS NO
 OM1352'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 OM1352'HORIZON.
 OM1352
 OM1352                          STATION RECOVERY (2004)
 OM1352
 OM1352'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 OM1352'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9964 ***********************************************************************
 DF9964  DESIGNATION -  EMMET S GPS AZ MK
 DF9964  PID         -  DF9964
 DF9964  STATE/COUNTY-  WI/DODGE
 DF9964  USGS QUAD   -  WATERTOWN (1971)
 DF9964
 DF9964                         *CURRENT SURVEY CONTROL
 DF9964  ___________________________________________________________________
 DF9964* NAD 83(1986)-  43 13 01.     (N)    088 44 11.     (W)     SCALED    
 DF9964* NAVD 88     -       266.884  (meters)     875.60   (feet)  ADJUSTED  
 DF9964  ___________________________________________________________________
 DF9964  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 DF9964  DYNAMIC HT  -         266.818 (meters)     875.39  (feet)  COMP
 DF9964  MODELED GRAV-     980,365.6   (mgal)                       NAVD 88
 DF9964
 DF9964  VERT ORDER  -  SECOND    CLASS I
 DF9964
 DF9964.The horizontal coordinates were scaled from a topographic map and have
 DF9964.an estimated accuracy of +/- 6 seconds.
 DF9964
 DF9964.The orthometric height was determined by differential leveling
 DF9964.and adjusted by the National Geodetic Survey in February 2004..
 DF9964
 DF9964.The geoid height was determined by GEOID03.
 DF9964
 DF9964.The dynamic height is computed by dividing the NAVD 88
 DF9964.geopotential number by the normal gravity value computed on the
 DF9964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9964.degrees latitude (g = 980.6199 gals.).
 DF9964
 DF9964.The modeled gravity was interpolated from observed gravity values.
 DF9964
 DF9964;                    North         East    Units  Estimated Accuracy
 DF9964;SPC WI S     -   135,970.      702,660.      MT  (+/- 180 meters Scaled)
 DF9964
 DF9964                          SUPERSEDED SURVEY CONTROL
 DF9964
 DF9964.No superseded survey control is available for this station.
 DF9964
 DF9964_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN589863(NAD 83)
 DF9964_MARKER: DZ = AZIMUTH MARK DISK
 DF9964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9964_STAMPING: EMMET S GPS 1992
 DF9964_MARK LOGO: WI-027
 DF9964_PROJECTION: FLUSH
 DF9964_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9964_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9964+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9964
 DF9964  HISTORY     - Date     Condition        Report By
 DF9964  HISTORY     - 1992     MONUMENTED       WI-027
 DF9964  HISTORY     - 2001     GOOD             WIDT
 DF9964
 DF9964                          STATION DESCRIPTION
 DF9964
 DF9964'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9964'THE STATION IS LOCATED IN WATERTOWN.  OWNERSHIP--WISCONSIN
 DF9964'DEPARTMENTOF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 DF9964'OF STATE HIGHWAY 16 WITH STATE HIGHWAY 26 ON THE NORTH SIDE OF THE
 DF9964'CITY OF WATERTOWN, GO SOUTH ON STATE HIGHWAY 26 FOR 0.2 KM TO THE
 DF9964'STATION ON THE LEFT.  THE STATION IS A BRONZE DODGE COUNTY GEODETIC
 DF9964'CONTROL MARKER AZIMUTH MARK DISK SET IN THE TOP OF A 45-CM DIAMETER
 DF9964'CONCRETE POST SET TO A DEPTH OF 1.8 M AND ABOUT LEVEL WITH THE
 DF9964'HIGHWAY PAVEMENT.  THE STATION IS 8.0 M EAST OF THE CENTERLINE OF
 DF9964'STATE HIGHWAY 26, 38.6 M SOUTH OF THE EAST END OF THE SOUTH ABUTMENT
 DF9964'OF BRIDGE B14-43-60, 20 M NORTH OF THE EXTENDED CENTERLINE OF THE
 DF9964'NORTHERNMOST ENTRANCE TO FLAGS INN MOTEL, AND 0.4 M EAST OF THE SOUTH
 DF9964'END OF A METAL GUARD RAIL ALONG THE EAST SIDE OF STATE HIGHWAY 26.
 DF9964'---NOTE---THE STATION IS 0.5 M SOUTHEAST OF A WHITE PLASTIC WITNESS
 DF9964'POST.  ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DF9964'HIGHER THAN 10 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0875 ***********************************************************************
 OM0875  DESIGNATION -  EMMET TOWNSHIP MICROWAVE TOWER
 OM0875  PID         -  OM0875
 OM0875  STATE/COUNTY-  WI/DODGE
 OM0875  USGS QUAD   -  WATERTOWN (1971)
 OM0875
 OM0875                         *CURRENT SURVEY CONTROL
 OM0875  ___________________________________________________________________
 OM0875* NAD 83(1991)-  43 14 28.15154(N)    088 39 55.10339(W)     ADJUSTED  
 OM0875* NAVD 88     -                                                        
 OM0875  ___________________________________________________________________
 OM0875  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 OM0875  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 OM0875
 OM0875  HORZ ORDER  -  THIRD
 OM0875
 OM0875.The horizontal coordinates were established by classical geodetic methods
 OM0875.and adjusted by the National Geodetic Survey in November 1991..
 OM0875
 OM0875
 OM0875.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0875
 OM0875.The geoid height was determined by GEOID03.
 OM0875
 OM0875;                    North         East     Units Scale Factor Converg.
 OM0875;SPC WI S     -   138,747.483   708,394.093   MT  0.99993643   +0 55 01.5
 OM0875;SPC WI S     -   455,207.37  2,324,122.95   sFT  0.99993643   +0 55 01.5
 OM0875;UTM  16      - 4,788,941.294   364,794.454   MT  0.99982488   -1 08 27.7
 OM0875
 OM0875                          SUPERSEDED SURVEY CONTROL
 OM0875
 OM0875  NAD 83(1986)-  43 14 28.14345(N)    088 39 55.11018(W) AD(       ) 4
 OM0875  NAD 27      -  43 14 28.15300(N)    088 39 54.74500(W) AD(       ) 3
 OM0875
 OM0875.Superseded values are not recommended for survey control.
 OM0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0875.See file dsdata.txt to determine how the superseded data were derived.
 OM0875
 OM0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6479488941(NAD 83)
 OM0875
 OM0875  HISTORY     - Date     Condition        Report By
 OM0875  HISTORY     - 1958     MONUMENTED       CGS
 OM0875  HISTORY     - 1979     GOOD             ALSTER
 OM0875  HISTORY     - 20021228 GOOD             USPSQD
 OM0875  HISTORY     - 20040319 GOOD             USPSQD
 OM0875
 OM0875                          STATION DESCRIPTION
 OM0875
 OM0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM0875'ABOUT 4-1/2 MILES NORTHEAST OF WATERTOWN, ABOUT 3 MILES SOUTHWEST
 OM0875'OF LEBANON, NEAR THE SOUTHEAST CORNER OF THE SOUTHWEST 1/4 OF
 OM0875'SEC 13, T9N, R15E, EMMET TOWNSHIP.  THE LIGHT AT THE TOP OF
 OM0875'400 FOOT HIGH STEEL TOWER WAS THE POINT SIGHTED UPON.  IN JULY
 OM0875'1958 THE TOWER WAS STILL UNDER CONSTRUCTION.
 OM0875
 OM0875                          STATION RECOVERY (1979)
 OM0875
 OM0875'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1979 (E)
 OM0875'TOWER IN GOOD SHAPE.
 OM0875
 OM0875                          STATION RECOVERY (2002)
 OM0875
 OM0875'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0875'RECOVERED IN GOOD CONDITION.  TO REACH THE TOWER, GO 1.2 MILE NORTH ON
 OM0875'NORTH 4TH STREET (BECOMES COUNTY HIGHWAY R) FROM MAIN STREET TO
 OM0875'HIGHWAY 16. CONTINUE ON COUNTY HWY R FOR 2.1 MILE TO COUNTY HWY EM. GO
 OM0875'NORTH ON CTH EM FOR 2.0 MILES TO HANDCOCK ROAD. GO WEST UP THE HILL
 OM0875'0.3 MILE ON HANDCOCK RD. TO THE TOWER AT W5464 HANDCOCK ROAD.
 OM0875
 OM0875                          STATION RECOVERY (2004)
 OM0875
 OM0875'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 OM0875'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1351 ***********************************************************************
 OM1351  DESIGNATION -  EMMET W GPS
 OM1351  PID         -  OM1351
 OM1351  STATE/COUNTY-  WI/DODGE
 OM1351  USGS QUAD   -  REESEVILLE (1980)
 OM1351
 OM1351                         *CURRENT SURVEY CONTROL
 OM1351  ___________________________________________________________________
 OM1351* NAD 83(1997)-  43 15 47.75633(N)    088 46 17.04442(W)     ADJUSTED  
 OM1351* NAVD 88     -       262.     (meters)     860.     (feet)  SCALED    
 OM1351  ___________________________________________________________________
 OM1351  X           -      99,748.267 (meters)                     COMP
 OM1351  Y           -  -4,651,053.602 (meters)                     COMP
 OM1351  Z           -   4,349,002.091 (meters)                     COMP
 OM1351  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 OM1351  ELLIP HEIGHT-         227.49  (meters)          (08/01/05) GPS OBS
 OM1351  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 OM1351  OBS GRAVITY -     980,366.6   (mgal)                       GRAV_OBS
 OM1351
 OM1351  HORZ ORDER  -  FIRST
 OM1351  ELLP ORDER  -  SECOND    CLASS I
 OM1351
 OM1351.The horizontal coordinates were established by GPS observations
 OM1351.and adjusted by the WI DEPT OF TRANSP in August 2005..
 OM1351
 OM1351.The orthometric height was scaled from a topographic map.
 OM1351
 OM1351.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1351
 OM1351.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1351
 OM1351.The ellipsoidal height was determined by GPS observations
 OM1351.and is referenced to NAD 83.
 OM1351
 OM1351.The geoid height was determined by GEOID03.
 OM1351.The observed gravity was obtained from relative gravimeter ties
 OM1351.to the IGSN71 gravity network.
 OM1351
 OM1351;                    North         East     Units Scale Factor Converg.
 OM1351;SPC WI S     -   141,071.269   699,742.310   MT  0.99993543   +0 50 39.0
 OM1351;SPC WI S     -   462,831.32  2,295,737.90   sFT  0.99993543   +0 50 39.0
 OM1351;UTM  16      - 4,791,574.060   356,232.539   MT  0.99985426   -1 12 51.3
 OM1351
 OM1351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1351!SPC WI S     -   0.99996433  x   0.99993543  =   0.99989976
 OM1351!UTM  16      -   0.99996433  x   0.99985426  =   0.99981859
 OM1351
 OM1351                          SUPERSEDED SURVEY CONTROL
 OM1351
 OM1351.No superseded survey control is available for this station.
 OM1351
 OM1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5623391574(NAD 83)
 OM1351_MARKER: DD = SURVEY DISK
 OM1351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1351_SP_SET: CONCRETE POST
 OM1351_STAMPING: EMMET W GPS 1992
 OM1351_MARK LOGO: WI-027
 OM1351_PROJECTION: FLUSH
 OM1351_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM1351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1351+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2006
 OM1351
 OM1351  HISTORY     - Date     Condition        Report By
 OM1351  HISTORY     - 1992     MONUMENTED       WI-027
 OM1351  HISTORY     - 19931122 GOOD             WIDT
 OM1351  HISTORY     - 20030718 GOOD             WIDT
 OM1351  HISTORY     - 20060611 GOOD             USPSQD
 OM1351
 OM1351                          STATION DESCRIPTION
 OM1351
 OM1351'DESCRIBED BY WI DEPT OF TRANSP 1993
 OM1351'STATION IS PART OF GRAVITY DENSIFICATION PROJECT, LOCATED IN WIDOT
 OM1351'DODGE COUNTY GRID REFERENCE N7, ABOUT 8.6 KM (5.35 MI) NORTHWEST OF
 OM1351'WATERTOWN, IN THE SOUTHWEST CORNER OF THE NORTHWEST 1/4 OF SECTION
 OM1351'07, T09N, R15E, ON HIGHWAY RIGHT-OF-WAY.  CONTACT DODGE COUNTY
 OM1351'SURVEYORS OFFICE AT 414-386-3770 CONCERNING STATION COORDINATES.
 OM1351'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY TRUNK HIGHWAY K
 OM1351'AND FIVE MILE ROAD, GO EAST ON FIVE MILE ROAD FOR 0.56 KM (0.35 MI)
 OM1351'TO THE STATION ON THE LEFT.
 OM1351'STATION IS A BRASS DISK SET IN TOP OF A 45 CM ROUND CONCRETE MONUMENT
 OM1351'FLUSH WITH THE GROUND.  IT IS 7.9 M (25.9 FT) NORTH FROM THE CENTER
 OM1351'OF FIVE MILE ROAD AND 0.7 M (2.3 FT) SOUTH FROM A WHITE PLASTIC
 OM1351'T-POST.
 OM1351
 OM1351                          STATION RECOVERY (2003)
 OM1351
 OM1351'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (TSS)
 OM1351'OWNERSHIP--TOWN OF EMMET.  TO REACH THE STATION FROM THE JUNCITON OF
 OM1351'STATE HIGHWAY 16  WEST AND STATE HIGHWAY 26 NORTH WITH COUNTY HIGHWAY
 OM1351'Q ABOUT 3 MI NORTH OF  WATERTOWN, GO NORTH ON STATE HIGHWAY 16 WEST
 OM1351'AND STATE HIGHWAY 26 NORTH FOR 1.5 MI  TO FIVE MILE ROAD ON THE LEFT,
 OM1351'TURN LEFT ON FIVE MILE ROAD AND GO WEST FOR 1.5 MI TO WELSH  ROAD,
 OM1351'CONTINUE WEST ON FIVE MILE ROAD FOR 0.3 MI TO THE STATION ON THE
 OM1351'RIGHT.  THE  STATION  IS A BRONZE DODGE COUNTY GEODETIC CONTROL MARKER
 OM1351'SURVEY DISK SET IN THE TOP OF A 45-CM  DIAMETER CONCRETE POST ABOUT 1
 OM1351'M BELOW THE ROAD PAVEMENT.  THE STATION IS 9.0 M NORTH  OF THE
 OM1351'CENTERLINE OF FIVE MILE ROAD, 100 M NORTHEAST OF A YELLOW
 OM1351'--SNOWMOBILE-- SIGN, 33 M  WEST OF THE WEST EDGE OF A FIELD ENTRANCE,
 OM1351'2 M SOUTH OF A CULTIVATED FIELD, 1.0 M  NORTH, SOUTHEAST, SOUTHWEST OF
 OM1351'THREE ORANGE 4X4 PLASTIC WITNESS POSTS AND 0.4 M  SOUTH OF A WHITE
 OM1351'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 OM1351'OBSTRUCTIONS  EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 OM1351
 OM1351                          STATION RECOVERY (2006)
 OM1351
 OM1351'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRB)
 OM1351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF6015 ***********************************************************************
 DF6015  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6015  DESIGNATION -  EMPIRE E GPS
 DF6015  PID         -  DF6015
 DF6015  STATE/COUNTY-  WI/FOND DU LAC
 DF6015  USGS QUAD   -  SAINT PETER (1992)
 DF6015
 DF6015                         *CURRENT SURVEY CONTROL
 DF6015  ___________________________________________________________________
 DF6015* NAD 83(1997)-  43 45 49.22254(N)    088 18 50.32802(W)     ADJUSTED  
 DF6015* NAVD 88     -       337.07   (meters)    1105.9    (feet)  GPS OBS   
 DF6015  ___________________________________________________________________
 DF6015  X           -     135,751.668 (meters)                     COMP
 DF6015  Y           -  -4,611,898.117 (meters)                     COMP
 DF6015  Z           -   4,389,373.947 (meters)                     COMP
 DF6015  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 DF6015  ELLIP HEIGHT-         301.48  (meters)          (06/11/03) GPS OBS
 DF6015  GEOID HEIGHT-         -35.58  (meters)                     GEOID03
 DF6015
 DF6015  HORZ ORDER  -  FIRST
 DF6015  ELLP ORDER  -  THIRD     CLASS I
 DF6015
 DF6015.The horizontal coordinates were established by GPS observations
 DF6015.and adjusted by the National Geodetic Survey in June 2003..
 DF6015
 DF6015.The orthometric height was determined by GPS observations and a
 DF6015.high-resolution geoid model using precise GPS observation and
 DF6015.processing techniques.
 DF6015
 DF6015.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6015
 DF6015.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6015
 DF6015.The ellipsoidal height was determined by GPS observations
 DF6015.and is referenced to NAD 83.
 DF6015
 DF6015.The geoid height was determined by GEOID03.
 DF6015
 DF6015;                    North         East     Units Scale Factor Converg.
 DF6015;SPC WI S     -   197,302.040   735,749.159   MT  0.99995252   +1 09 30.5
 DF6015;SPC WI S     -   647,315.11  2,413,870.37   sFT  0.99995252   +1 09 30.5
 DF6015;UTM  16      - 4,846,463.987   394,235.152   MT  0.99973759   -0 54 32.2
 DF6015
 DF6015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6015!SPC WI S     -   0.99995273  x   0.99995252  =   0.99990525
 DF6015!UTM  16      -   0.99995273  x   0.99973759  =   0.99969033
 DF6015
 DF6015                          SUPERSEDED SURVEY CONTROL
 DF6015
 DF6015.No superseded survey control is available for this station.
 DF6015
 DF6015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9423546464(NAD 83)
 DF6015_MARKER: DD = SURVEY DISK
 DF6015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6015_STAMPING: EMPIRE E GPS 1993
 DF6015_MARK LOGO: WI-039
 DF6015_PROJECTION: FLUSH
 DF6015_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6015+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 DF6015
 DF6015  HISTORY     - Date     Condition        Report By
 DF6015  HISTORY     - 1993     MONUMENTED       WI-039
 DF6015  HISTORY     - 2002     GOOD             WIDT
 DF6015  HISTORY     - 20030709 GOOD             USPSQD
 DF6015  HISTORY     - 20060112 GOOD             WIDT
 DF6015
 DF6015                          STATION DESCRIPTION
 DF6015
 DF6015'DESCRIBED BY WI DEPT OF TRANSP 2002 (DJH)
 DF6015'THE STATION IS LOCATED ABOUT 56 KM SOUTH-SOUTHEAST OF APPLETON, 44 KM
 DF6015'WEST OF
 DF6015'SHEBOYGAN AND 11 KM EAST OF FOND DU LAC.  OWNERSHIP--TOWN OF EMPIRE.
 DF6015'TO REACH THE
 DF6015'STATION FROM THE JUNCTION OF STATE HIGHWAY 23 WITH COUNTY G ABOUT 22
 DF6015'KM EAST OF
 DF6015'THE CITY OF FOND DU LAC, GO WEST ON STATE HIGHWAY 23 FOR 11.6 KM TO
 DF6015'TOWER ROAD, TURN
 DF6015'LEFT GO SOUTH ON TOWER ROAD FOR 1.3 KM TO ARTESIAN ROAD, TURN LEFT AND
 DF6015'GO EAST ON
 DF6015'ARTESIAN ROAD FOR O.6 KM TO MOUNTAIN ROAD ON THE RIGHT, TURN RIGHT AND
 DF6015'GO SOUTH ON
 DF6015'MOUNTAIN ROAD FOR 0.5 KM TO THE STATION ON THE RIGHT.  THE STATION IS
 DF6015'A BRONZE FOND DU
 DF6015'LAC COUNTY GEODETIC CONTROL MARKER DISK SET IN THE TOP OF A 41- CM
 DF6015'DIAMETER POST SET TO
 DF6015'A DEPTH OF 1.8 M AND ABOUT LEVEL WITH ROAD PAVEMENT.  THE STATION IS
 DF6015'6.8 M WEST OF THE
 DF6015'CENTERLINE OF MOUNTAIN ROAD, 1.0 KM NORTH OF COUNTY HIGHWAY T, 0.5 KM
 DF6015'SOUTH OF ARTESIAN
 DF6015'ROAD, 16.5 M WEST OF CORNER WOOD POST FOR FENCE LINE, 1.0 M SOUTH AND
 DF6015'1.0 M NORTH OF TWO
 DF6015'WHITE PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE
 DF6015'OBSTRUCTIONS EXTENDING
 DF6015'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF6015' 
 DF6015' 
 DF6015' 
 DF6015' 
 DF6015' 
 DF6015' 
 DF6015' 
 DF6015'
 DF6015
 DF6015                          STATION RECOVERY (2003)
 DF6015
 DF6015'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6015'THE STATION WAS RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 3 M
 DF6015'SOUTH OF THE EXTENDED CENTERLINE OF A FIELD ENTRANCE, 0.5 M EAST OF A
 DF6015'WHITE PLASTIC WITNESS POST.
 DF6015
 DF6015                          STATION RECOVERY (2006)
 DF6015
 DF6015'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF6015'RECOVERED IN GOOD CONDITION.  AN ADDITIONAL TO REACH FOLLOWS-- FROM
 DF6015'THE JUNCTION OF STATE HIGHWAY 23 WITH COUNTY HIGHWAY W (SOUTH)
 DF6015'APPROXIMATELY 9 MILES EAST OF THE CITY OF FOND DU LAC, GO SOUTH ON
 DF6015'COUNTY HIGHWAY W FOR 2.0 MILES TO COUNTY HIGHWAY T RIGHT, TURN RIGHT
 DF6015'AND GO WEST ON COUNTY HIGHWAY T FOR 2.6 MILES TO MOUNTAIN ROAD RIGHT,
 DF6015'TURN RIGHT AND GO NORTH ON MOUNTAIN ROAD FOR 0.63 MILE TO THE STATION
 DF6015'ON THE LEFT.
 DF6015'ADD-- THE STATION IS 0.3 MILE SOUTH OF ARTESIAN ROAD AND 1.0 M NORTH
 DF6015'AND 1.0 M SOUTH OF TWO ORANGE 4X4 PLASTIC GUARD POSTS AND 0.4 M EAST
 DF6015'OF A WHITE PLASTIC WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0647 ***********************************************************************
 OM0647  DESIGNATION -  END
 OM0647  PID         -  OM0647
 OM0647  STATE/COUNTY-  WI/DANE
 OM0647  USGS QUAD   -  WAUNAKEE (1983)
 OM0647
 OM0647                         *CURRENT SURVEY CONTROL
 OM0647  ___________________________________________________________________
 OM0647* NAD 83(1997)-  43 12 14.66444(N)    089 26 30.05792(W)     ADJUSTED  
 OM0647* NAVD 88     -       318.6    (meters)    1045.     (feet)  VERTCON   
 OM0647  ___________________________________________________________________
 OM0647  X           -      45,376.073 (meters)                     COMP
 OM0647  Y           -  -4,656,447.893 (meters)                     COMP
 OM0647  Z           -   4,344,249.550 (meters)                     COMP
 OM0647  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 OM0647  ELLIP HEIGHT-         284.09  (meters)          (06/17/02) GPS OBS
 OM0647  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 OM0647
 OM0647  HORZ ORDER  -  SECOND
 OM0647  ELLP ORDER  -  FOURTH    CLASS I
 OM0647
 OM0647.The horizontal coordinates were established by GPS observations
 OM0647.and adjusted by the National Geodetic Survey in June 2002..
 OM0647
 OM0647.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0647
 OM0647.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0647
 OM0647.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0647
 OM0647.The ellipsoidal height was determined by GPS observations
 OM0647.and is referenced to NAD 83.
 OM0647
 OM0647.The geoid height was determined by GEOID03.
 OM0647
 OM0647;                    North         East     Units Scale Factor Converg.
 OM0647;SPC WI S     -   133,912.689   645,371.641   MT  0.99993844   +0 23 01.0
 OM0647;SPC WI S     -   439,345.21  2,117,356.79   sFT  0.99993844   +0 23 01.0
 OM0647;UTM  16      - 4,786,371.666   301,638.513   MT  1.00008405   -1 40 19.6
 OM0647
 OM0647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0647!SPC WI S     -   0.99995545  x   0.99993844  =   0.99989389
 OM0647!UTM  16      -   0.99995545  x   1.00008405  =   1.00003950
 OM0647
 OM0647                          SUPERSEDED SURVEY CONTROL
 OM0647
 OM0647  ELLIP H (03/16/99)  284.10   (m)                       GP(       ) 4 1
 OM0647  NAD 83(1991)-  43 12 14.66375(N)    089 26 30.05734(W) AD(       ) 2
 OM0647  ELLIP H (11/21/91)  284.20   (m)                       GP(       ) 4 1
 OM0647  NAD 83(1986)-  43 12 14.65365(N)    089 26 30.05912(W) AD(       ) 2
 OM0647  NAD 27      -  43 12 14.68269(N)    089 26 29.62740(W) AD(       ) 2
 OM0647  NGVD 29 (07/12/88)  318.7    (m)         1046.     (f) GPS OBS        
 OM0647
 OM0647.Superseded values are not recommended for survey control.
 OM0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0647.See file dsdata.txt to determine how the superseded data were derived.
 OM0647
 OM0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0163986372(NAD 83)
 OM0647_MARKER: DD = SURVEY DISK
 OM0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0647_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0647+STABILITY: SURFACE MOTION
 OM0647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0647+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OM0647
 OM0647  HISTORY     - Date     Condition        Report By
 OM0647  HISTORY     - 1987     MONUMENTED       WI-025
 OM0647  HISTORY     - 19970208 GOOD             USPSQD
 OM0647
 OM0647                          STATION DESCRIPTION
 OM0647
 OM0647'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 OM0647'THE STATION IS LOCATED ABOUT 14.4 KM (9.0 MI) NORTHEAST OF MADISON,
 OM0647'7.2 KM (4.5 MI) SOUTHEAST OF DANE, AND 1.6 KM (1.0 MI) NORTHEAST OF
 OM0647'WAUNAKEE ON THE WEST SIDE OF ENDRIN ROCK QUARRY.
 OM0647'OWNERSHIP--ENDRIN QUARRY, FRANKLIN A RAEMISCH, EAST STREET, WAUNAKEE
 OM0647'WI 53597, PHONE 608-849-4387.
 OM0647'
 OM0647'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19 AND 113
 OM0647'IN WAUNAKEE, GO NORTH ON STATE HIGHWAY 113 FOR 1.7 KM (1.05 MI) TO
 OM0647'EASY STREET ON THE RIGHT.  TURN RIGHT AND GO EAST FOR 1.6 KM (1.0
 OM0647'MI) TO A CULVERT IN DITCH ON THE RIGHT, JUST BEFORE A KNOLL AND
 OM0647'QUARRY BEYOND.  CROSS CULVERT, THEN GO EAST UP THE GRADE TO A FENCE,
 OM0647'THEN SOUTH ALONG THE FENCE LINE FOR 0.2 KM (0.1 MI) TO THE STATION
 OM0647'ON THE LEFT.
 OM0647'
 OM0647'THE STATION IS A STANDARD WI-025 DISK STAMPED---END 1981---, SET IN
 OM0647'THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER AND FLUSH
 OM0647'WITH THE GROUND.  LOCATED 18.6 METERS (61.0 FT) NORTH FROM A
 OM0647'FIBERGLASS WITNESS POST BY A LARGE BOULDER WITH A X ON IT, 13.4
 OM0647'METERS (44.0 FT) SOUTH FROM A FIBERGLASS WITNESS POST AND OLD WIRE
 OM0647'FENCE, 4.0 METERS WEST OF PLOW LINE OF A FIELD AND 0.6 METERS (2.0
 OM0647'FT) WEST FROM A FIBERGLASS WITNESS POST.  IT IS ABOUT 4.9 METERS
 OM0647'(16.0 FT) EAST FROM THE DROP-OFF TO A ROCK QUARRY.
 OM0647'
 OM0647'DANE COUNTY, WISCONSIN 1987.
 OM0647'
 OM0647'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM0647'
 OM0647'DESCRIBED BY D.D. DUNN.
 OM0647
 OM0647                          STATION RECOVERY (1997)
 OM0647
 OM0647'RECOVERY NOTE BY US POWER SQUADRON 1997
 OM0647'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1012 ***********************************************************************
 OM1012  DESIGNATION -  ENDEAVOR
 OM1012  PID         -  OM1012
 OM1012  STATE/COUNTY-  WI/MARQUETTE
 OM1012  USGS QUAD   -  ENDEAVOR (1984)
 OM1012
 OM1012                         *CURRENT SURVEY CONTROL
 OM1012  ___________________________________________________________________
 OM1012* NAD 83(1991)-  43 42 57.45219(N)    089 28 13.56146(W)     ADJUSTED  
 OM1012* NAVD 88     -       264.     (meters)     866.     (feet)  SCALED    
 OM1012  ___________________________________________________________________
 OM1012  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 OM1012  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 OM1012
 OM1012  HORZ ORDER  -  SECOND
 OM1012
 OM1012.The horizontal coordinates were established by classical geodetic methods
 OM1012.and adjusted by the National Geodetic Survey in November 1991..
 OM1012
 OM1012.The orthometric height was scaled from a topographic map.
 OM1012
 OM1012.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1012
 OM1012.The geoid height was determined by GEOID03.
 OM1012
 OM1012;                    North         East     Units Scale Factor Converg.
 OM1012;SPC WI S     -   190,764.034   642,674.079   MT  0.99994761   +0 21 49.9
 OM1012;SPC WI S     -   625,865.00  2,108,506.54   sFT  0.99994761   +0 21 49.9
 OM1012;UTM  16      - 4,843,291.771   300,989.854   MT  1.00008716   -1 42 28.2
 OM1012
 OM1012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1012!SPC WI S     -   0.99996422  x   0.99994761  =   0.99991183
 OM1012!UTM  16      -   0.99996422  x   1.00008716  =   1.00005137
 OM1012
 OM1012:                Primary Azimuth Mark                     Grid Az
 OM1012:SPC WI S     -  MONTELLO MUNICIPAL TANK                  053 33 14.3
 OM1012:UTM  16      -  MONTELLO MUNICIPAL TANK                  055 37 32.4
 OM1012
 OM1012|---------------------------------------------------------------------|
 OM1012| PID    Reference Object                     Distance      Geod. Az  |
 OM1012|                                                           dddmmss.s |
 OM1012| OM1017 MONTELLO MUNICIPAL TANK             APPROX.14.5 KM 0535504.2 |
 OM1012| OM1014 NO 551 WIGS 1958                      7.727 METERS 07534     |
 OM1012| OM0994 OBSERVATORY                         APPROX.10.4 KM 0963210.8 |
 OM1012| CI8627 ENDEAVOR AZ MK                                     1380517.0 |
 OM1012| CI8628 ENDEAVOR RM 1                        24.357 METERS 18453     |
 OM1012|---------------------------------------------------------------------|
 OM1012
 OM1012                          SUPERSEDED SURVEY CONTROL
 OM1012
 OM1012  NAD 83(1986)-  43 42 57.44679(N)    089 28 13.56727(W) AD(       ) 2
 OM1012  NAD 27      -  43 42 57.52190(N)    089 28 13.12870(W) AD(       ) 2
 OM1012
 OM1012.Superseded values are not recommended for survey control.
 OM1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1012.See file dsdata.txt to determine how the superseded data were derived.
 OM1012
 OM1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP0099043292(NAD 83)
 OM1012_MARKER: DS = TRIANGULATION STATION DISK
 OM1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1012
 OM1012  HISTORY     - Date     Condition        Report By
 OM1012  HISTORY     - 1958     MONUMENTED       CGS
 OM1012  HISTORY     - 19990626 GOOD             USPSQD
 OM1012
 OM1012                          STATION DESCRIPTION
 OM1012
 OM1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1012'THE STATION IS IN THE NORTHWEST PART OF THE TOWN OF ENDEAVOR,
 OM1012'IN THE SOUTHEAST CORNER OF SEC. 6, T-14-N, R-9-E, AND ON THE
 OM1012'GROUNDS OF THE ACADEMY HILL SCHOOL.  IT IS 63 FEET WEST
 OM1012'OF THE NORTHEAST CORNER OF THE SCHOOL BUILDING, 38 FEET
 OM1012'SOUTHEAST OF THE SOUTHEAST CORNER OF A METAL BUILDING AND
 OM1012'13 FEET SOUTHWEST OF A 6 INCH ELM TREE.  THE MONUMENT IS
 OM1012'FLUSH AND THE DISK IS STAMPED ENDEAVOR 1958.
 OM1012'
 OM1012'TO REACH THE STATION FROM THE TRINITY CONGREGATIONAL CHURCH
 OM1012'IN ENDEAVOR, GO NORTHWEST ON U.S. HIGHWAY 51 FOR 0.05 MILE
 OM1012'TO A CROSS STREET.  TURN LEFT AND GO WEST FOR 0.05 MILE TO
 OM1012'A THREE ROAD INTERSECTION.  CONTINUE AHEAD ON THE MIDDLE ROAD
 OM1012'FOR 0.15 MILE TO A T-ROAD AND THE AZIMUTH MARK ON THE LEFT.
 OM1012'TURN LEFT AND THEN RIGHT FOR 0.05 MILE TO A CEMETERY ON THE
 OM1012'LEFT AND THE SCHOOL DRIVEWAY ON THE RIGHT.  TURN RIGHT AND
 OM1012'FOLLOW THE DRIVEWAY TO THE SCHOOL, KEEPING RIGHT AROUND THE
 OM1012'SCHOOL TO THE NORTHEAST CORNER OF THE SCHOOL BUILDING AND THE
 OM1012'STATION.
 OM1012'
 OM1012'REFERENCE MARK 1 IS 51 FEET NORTHWEST OF A FLAGPOLE, 21 FEET
 OM1012'NORTH OF THE SOUTHEAST CORNER OF THE SCHOOL BUILDING AND 8
 OM1012'FEET EAST OF THE EAST SIDE OF THE SCHOOL BUILDING.  THE
 OM1012'MONUMENT IS FLUSH AND THE DISK IS STAMPED ENDEAVOR NO 1 1958.
 OM1012'
 OM1012'NO. 551 (WISC. GEOD. S.) WAS USED AS REFERENCE MARK 2.  IT
 OM1012'IS A STANDARD COAST AND GEODETIC SURVEY AND STATE SURVEY DISK
 OM1012'SET IN A 6 X 6 INCH CONCRETE POST PROJECTING 4 INCHES AND
 OM1012'STAMPED NO. 551.  IT IS 77 FEET NORTHEAST OF THE BOTTOM STEP
 OM1012'OF THE EAST ENTRANCE TO THE SCHOOL BUILDING, 54 FEET EAST OF
 OM1012'THE SOUTHEAST CORNER OF A METAL BUILDING AND 16 FEET EAST OF
 OM1012'A 6 INCH ELM TREE.
 OM1012'
 OM1012'THE AZIMUTH MARK IS 31 FEET EAST OF THE CENTERLINE OF A PAVED
 OM1012'STREET, 27 FEET SOUTH OF THE CENTERLINE OF A PAVED STREET,
 OM1012'14 FEET EAST OF A POWER POLE, 9 FEET EAST OF A 36 INCH ELM
 OM1012'TREE AND 4 FEET NORTH OF THE CENTER OF A SIDEWALK.  THE
 OM1012'MONUMENT IS FLUSH AND THE DISK IS STAMPED ENDEAVOR 1958.
 OM1012'
 OM1012'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 OM1012
 OM1012                          STATION RECOVERY (1999)
 OM1012
 OM1012'RECOVERY NOTE BY US POWER SQUADRON 1999
 OM1012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH4996 ***********************************************************************
 DH4996  DESIGNATION -  ENDEAVOR GPS
 DH4996  PID         -  DH4996
 DH4996  STATE/COUNTY-  WI/MARQUETTE
 DH4996  USGS QUAD   -  OBSERVATORY HILL (1984)
 DH4996
 DH4996                         *CURRENT SURVEY CONTROL
 DH4996  ___________________________________________________________________
 DH4996* NAD 83(1997)-  43 43 22.49185(N)    089 21 08.96073(W)     ADJUSTED  
 DH4996* NAVD 88     -                                                        
 DH4996  ___________________________________________________________________
 DH4996  X           -      52,176.174 (meters)                     COMP
 DH4996  Y           -  -4,616,674.812 (meters)                     COMP
 DH4996  Z           -   4,386,047.349 (meters)                     COMP
 DH4996  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 DH4996  ELLIP HEIGHT-         222.19  (meters)          (08/01/05) GPS OBS
 DH4996  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DH4996
 DH4996  HORZ ORDER  -  B
 DH4996  ELLP ORDER  -  FOURTH    CLASS I
 DH4996
 DH4996.The horizontal coordinates were established by GPS observations
 DH4996.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH4996
 DH4996
 DH4996.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4996
 DH4996.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4996
 DH4996.The ellipsoidal height was determined by GPS observations
 DH4996.and is referenced to NAD 83.
 DH4996
 DH4996.The geoid height was determined by GEOID03.
 DH4996
 DH4996;                    North         East     Units Scale Factor Converg.
 DH4996;SPC WI S     -   191,603.849   652,172.247   MT  0.99994828   +0 26 41.7
 DH4996;SPC WI S     -   628,620.29  2,139,668.45   sFT  0.99994828   +0 26 41.7
 DH4996;UTM  16      - 4,843,787.763   310,513.279   MT  1.00004165   -1 37 35.2
 DH4996
 DH4996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4996!SPC WI S     -   0.99996516  x   0.99994828  =   0.99991344
 DH4996!UTM  16      -   0.99996516  x   1.00004165  =   1.00000681
 DH4996
 DH4996                          SUPERSEDED SURVEY CONTROL
 DH4996
 DH4996.No superseded survey control is available for this station.
 DH4996
 DH4996_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP1051343788(NAD 83)
 DH4996_MARKER: DD = SURVEY DISK
 DH4996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4996_STAMPING: ENDEAVOR GPS 2004
 DH4996_MARK LOGO: WIDT  
 DH4996_PROJECTION: FLUSH
 DH4996_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH4996_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4996+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH4996
 DH4996  HISTORY     - Date     Condition        Report By
 DH4996  HISTORY     - 2003     MONUMENTED       WIDT
 DH4996  HISTORY     - 20040816 GOOD             WIDT
 DH4996  HISTORY     - 20051228 GOOD             WIDT
 DH4996
 DH4996                          STATION DESCRIPTION
 DH4996
 DH4996'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH4996'OWNERSHIP--TOWN OF BUFFALO.  TO REACH THE STATION FROM THE JUNCTION OF
 DH4996'COUNTY  HIGHWAY D WITH COUNTY HIGHWAY F ABOUT 3 MI SOUTHWEST OF THE
 DH4996'CITY OF MONTELLO, GO  SOUTH ON COUNTY HIGHWAY F FOR 2.2 MI TO 14TH
 DH4996'ROAD, TURN LEFT AND GO EAST ON 14TH ROAD  FOR 0.7 MI TO THE STATION ON
 DH4996'THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH4996'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH4996'A 41-CM DIAMETER  CONCRETE POST ABOUT LEVEL WITH THE ROAD PAVEMENT.
 DH4996'THE STATION IS 8.9 M NORTH OF THE  CENTERLINE OF 14TH ROAD, 73.4 M
 DH4996'WEST OF THE EXTENDED CENTERLINE OF GEM ROAD, 19.9 M  WEST OF TELEPHONE
 DH4996'PEDESTAL --1175--,  1.0 M NORTH OF AN ORANGE 4X4 PLASTIC WITNESS
 DH4996'POST, 0.9 M SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST, 0.9 M
 DH4996'SOUTHEAST OF AN  ORANGE 4X4 PLASTIC WITNESS POST, AND 0.7 M SOUTH OF A
 DH4996'WOVEN WIRE FENCE.  ---NOTE---THIS  STATION HAS NO VISIBLE OBSTRUCTIONS
 DH4996'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE  HORIZON.
 DH4996
 DH4996                          STATION RECOVERY (2004)
 DH4996
 DH4996'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 DH4996'RECOVERED AS DESCRIBED.
 DH4996
 DH4996                          STATION RECOVERY (2005)
 DH4996
 DH4996'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH4996'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON1070 ***********************************************************************
 ON1070  DESIGNATION -  ENGLISH
 ON1070  PID         -  ON1070
 ON1070  STATE/COUNTY-  WI/RICHLAND
 ON1070  USGS QUAD   -  SABIN (1983)
 ON1070
 ON1070                         *CURRENT SURVEY CONTROL
 ON1070  ___________________________________________________________________
 ON1070* NAD 83(1991)-  43 23 58.32538(N)    090 30 53.10416(W)     ADJUSTED  
 ON1070* NAVD 88     -       380.13   (+/-2cm)    1247.1    (feet)  VERTCON   
 ON1070  ___________________________________________________________________
 ON1070  LAPLACE CORR-          -5.54  (seconds)                    DEFLEC99
 ON1070  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 ON1070
 ON1070  HORZ ORDER  -  FIRST
 ON1070  VERT ORDER  -  THIRD ? (See Below)
 ON1070
 ON1070.The horizontal coordinates were established by classical geodetic methods
 ON1070.and adjusted by the National Geodetic Survey in March 1999..
 ON1070
 ON1070.The NAVD 88 height was computed by applying the VERTCON shift value to
 ON1070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ON1070.The vertical order pertains to the NGVD 29 superseded value.
 ON1070
 ON1070.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1070
 ON1070.The geoid height was determined by GEOID03.
 ON1070
 ON1070;                    North         East     Units Scale Factor Converg.
 ON1070;SPC WI S     -   155,603.562   558,302.750   MT  0.99993255   -0 21 13.3
 ON1070;SPC WI S     -   510,509.35  1,831,698.27   sFT  0.99993255   -0 21 13.3
 ON1070;UTM  15      - 4,808,183.954   701,254.725   MT  1.00009825   +1 42 29.3
 ON1070
 ON1070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1070!SPC WI S     -   0.99994567  x   0.99993255  =   0.99987823
 ON1070!UTM  15      -   0.99994567  x   1.00009825  =   1.00004392
 ON1070
 ON1070:                Primary Azimuth Mark                     Grid Az
 ON1070:SPC WI S     -  ENGLISH AZ MK                            034 39 09.8
 ON1070:UTM  15      -  ENGLISH AZ MK                            032 35 27.2
 ON1070
 ON1070|---------------------------------------------------------------------|
 ON1070| PID    Reference Object                     Distance      Geod. Az  |
 ON1070|                                                           dddmmss.s |
 ON1070| CI8629 ENGLISH AZ MK                                      0341756.5 |
 ON1070| CI8630 ENGLISH RM 1                         23.135 METERS 04038     |
 ON1070| CI8631 ENGLISH RM 2                         32.589 METERS 20855     |
 ON1070|---------------------------------------------------------------------|
 ON1070
 ON1070                          SUPERSEDED SURVEY CONTROL
 ON1070
 ON1070  NAD 83(1991)-  43 23 58.32467(N)    090 30 53.10550(W) AD(       ) 1
 ON1070  NAD 83(1986)-  43 23 58.31753(N)    090 30 53.10577(W) AD(       ) 1
 ON1070  NAD 27      -  43 23 58.39290(N)    090 30 52.65190(W) AD(       ) 1
 ON1070  NGVD 29 (07/19/86)  380.17   (m)         1247.3    (f) LEVELING    3  
 ON1070
 ON1070.Superseded values are not recommended for survey control.
 ON1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1070.See file dsdata.txt to determine how the superseded data were derived.
 ON1070
 ON1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0125508184(NAD 83)
 ON1070_MARKER: DS = TRIANGULATION STATION DISK
 ON1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1070
 ON1070  HISTORY     - Date     Condition        Report By
 ON1070  HISTORY     - 1958     MONUMENTED       CGS
 ON1070
 ON1070                          STATION DESCRIPTION
 ON1070
 ON1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 ON1070'THE STATION IS ABOUT 8 MILES NORTHWEST OF RICHLAND CENTER,
 ON1070'ABOUT 5 MILES EAST OF BOSSTOWN, IN THE SOUTHEAST 1/4 SEC. 29,
 ON1070'T 11 N, R 1 W, AND ON PROPERTY OWNED BY MR. L.V. DOUDNA.  IT
 ON1070'IS 155 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BARN, 97 FEET
 ON1070'NORTH OF A FENCE CORNER, 24 FEET WEST OF A FENCE AND A WHITE
 ON1070'WITNESS POST.  THE MONUMENT IS UNDERGROUND 12 INCHES AND THE
 ON1070'DISK IS STAMPED ENGLISH 1958.
 ON1070'
 ON1070'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 56
 ON1070'AND 80 AND U.S. HIGH-14 IN RICHLAND CENTER, GO WESTERLY ON
 ON1070'HIGHWAY 14 FOR 7.0 MILES TO THE JUNCTION OF COUNTY ROAD Z.
 ON1070'TURN RIGHT AND GO NORTH ON ROAD Z FOR 2.9 MILES TO A GRAVELED
 ON1070'SIDE ROAD LEFT.  TURN LEFT AND GO WEST AND NORTH ON THE GRAVELED
 ON1070'ROAD FOR 1.25 MILES TO A SIDE ROAD LEFT, A BARN IN THE NORTHWEST
 ON1070'ANGLE OF THE INTERSECTION, AND THE STATION ON THE LEFT AS
 ON1070'DESCRIBED.
 ON1070'
 ON1070'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 ON1070'GRAVELED ROAD FOR 0.3 MILE TO A GRAVELED T-ROAD.  TURN RIGHT
 ON1070'AND GO EAST ON THE GRAVELED ROAD FOR 0.15 MILE TO THE AZIMUTH
 ON1070'MARK ON THE RIGHT AS DESCRIBED.
 ON1070'
 ON1070'REFERENCE MARK 1 IS 64 FEET NORTH OF THE WHITE WITNESS POST
 ON1070'AND 1 FOOT WEST OF THE FENCE.  THE MONUMENT IS FLUSH AND THE
 ON1070'DISK IS STAMPED ENGLISH NO 1 1958.
 ON1070'
 ON1070'REFERENCE MARK 2 IS 45 FEET NORTH OF THE CENTERLINE OF A
 ON1070'GRAVELED ROAD AND 1 FOOT NORTH OF A FENCE.  THE MONUMENT IS
 ON1070'FLUSH AND THE DISK IS STAMPED ENGLISH NO 2 1958.
 ON1070'
 ON1070'THE AZIMUTH MARK IS 22 FEET SOUTH OF THE CENTERLINE OF THE
 ON1070'GRAVELED ROAD, 2 FEET WEST OF A POWER POLE AND 1 FOOT WEST OF
 ON1070'A WHITE WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND THE
 ON1070'DISK IS STAMPED ENGLISH 1958.
 ON1070'
 ON1070'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RN1701 ***********************************************************************
 RN1701  DESIGNATION -  ENTRY
 RN1701  PID         -  RN1701
 RN1701  STATE/COUNTY-  WI/DOUGLAS
 RN1701  USGS QUAD   -  SUPERIOR (1994)
 RN1701
 RN1701                         *CURRENT SURVEY CONTROL
 RN1701  ___________________________________________________________________
 RN1701* NAD 83(1997)-  46 42 16.09557(N)    092 01 01.14242(W)     ADJUSTED  
 RN1701* NAVD 88     -       184.850  (meters)     606.46   (feet)  ADJUSTED  
 RN1701  ___________________________________________________________________
 RN1701  X           -    -154,219.455 (meters)                     COMP
 RN1701  Y           -  -4,379,049.858 (meters)                     COMP
 RN1701  Z           -   4,619,410.965 (meters)                     COMP
 RN1701  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 RN1701  ELLIP HEIGHT-         156.60  (meters)          (07/11/02) GPS OBS
 RN1701  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 RN1701  DYNAMIC HT  -         184.873 (meters)     606.54  (feet)  COMP
 RN1701  MODELED GRAV-     980,734.8   (mgal)                       NAVD 88
 RN1701
 RN1701  HORZ ORDER  -  A
 RN1701  VERT ORDER  -  FIRST     CLASS II
 RN1701  ELLP ORDER  -  FOURTH    CLASS I
 RN1701
 RN1701.This is a reference station for the WISCONSIN POINT 1
 RN1701.National Continuously Operating Reference Station (WIS1).
 RN1701
 RN1701.The horizontal coordinates were established by GPS observations
 RN1701.and adjusted by the National Geodetic Survey in July 2002..
 RN1701
 RN1701.The orthometric height was determined by differential leveling
 RN1701.and adjusted by the National Geodetic Survey in July 2002..
 RN1701
 RN1701.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RN1701
 RN1701.The Laplace correction was computed from DEFLEC99 derived deflections.
 RN1701
 RN1701.The ellipsoidal height was determined by GPS observations
 RN1701.and is referenced to NAD 83.
 RN1701
 RN1701.The geoid height was determined by GEOID03.
 RN1701
 RN1701.The dynamic height is computed by dividing the NAVD 88
 RN1701.geopotential number by the normal gravity value computed on the
 RN1701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN1701.degrees latitude (g = 980.6199 gals.).
 RN1701
 RN1701.The modeled gravity was interpolated from observed gravity values.
 RN1701
 RN1701;                    North         East     Units Scale Factor Converg.
 RN1701;SPC WI N     -   172,882.575   445,770.709   MT  0.99998922   -1 27 18.0
 RN1701;SPC WI N     -   567,198.91  1,462,499.40   sFT  0.99998922   -1 27 18.0
 RN1701;SPC MN N     -   123,312.885   882,828.151   MT  1.00009564   +0 48 09.9
 RN1701;UTM  15      - 5,172,793.095   575,145.221   MT  0.99966941   +0 42 55.8
 RN1701
 RN1701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN1701!SPC WI N     -   0.99997545  x   0.99998922  =   0.99996467
 RN1701!SPC MN N     -   0.99997545  x   1.00009564  =   1.00007109
 RN1701!UTM  15      -   0.99997545  x   0.99966941  =   0.99964487
 RN1701
 RN1701                          SUPERSEDED SURVEY CONTROL
 RN1701
 RN1701  NAD 83(1991)-  46 42 16.09511(N)    092 01 01.14211(W) AD(       ) A
 RN1701  ELLIP H (09/21/95)  156.62   (m)                       GP(       ) 2 1
 RN1701  NAD 83(1991)-  46 42 16.09569(N)    092 01 01.14170(W) AD(       ) 2
 RN1701  ELLIP H (11/21/91)  156.59   (m)                       GP(       ) 4 1
 RN1701  NAD 83(1986)-  46 42 16.09270(N)    092 01 01.14346(W) AD(       ) 2
 RN1701  NAVD 88 (01/15/97)  184.85   (m)          606.5    (f) LEVELING    3  
 RN1701  NGVD 29 (05/23/89)  184.8    (m)          606.     (f) GPS OBS        
 RN1701
 RN1701.Superseded values are not recommended for survey control.
 RN1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1701.See file dsdata.txt to determine how the superseded data were derived.
 RN1701
 RN1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM7514572793(NAD 83)
 RN1701_MARKER: DS = TRIANGULATION STATION DISK
 RN1701_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RN1701_SP_SET: CONC WALKWAY
 RN1701_STAMPING: ENTRY 1988
 RN1701_MARK LOGO: USE   
 RN1701_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 RN1701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN1701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RN1701+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2004
 RN1701
 RN1701  HISTORY     - Date     Condition        Report By
 RN1701  HISTORY     - 1988     MONUMENTED       USE
 RN1701  HISTORY     - 19890812 GOOD             NGS
 RN1701  HISTORY     - 19940801 GOOD             NGS
 RN1701  HISTORY     - 19960402 GOOD             NGS
 RN1701  HISTORY     - 19960514 GOOD             NGS
 RN1701  HISTORY     - 19960909 GOOD             MNDT
 RN1701  HISTORY     - 20020810 GOOD             USPSQD
 RN1701  HISTORY     - 20040904 GOOD             USPSQD
 RN1701
 RN1701                          STATION DESCRIPTION
 RN1701
 RN1701'DESCRIBED BY US ENGINEERS 1988
 RN1701'THE STATION IS LOCATED AT THE ENTRANCE TO SUPERIOR BAY AT THE
 RN1701'NORTHWESTERN END OF WISCONSIN POINT.  TO REACH THE STATION FROM THE
 RN1701'JUNCTION OF US ROUTE 2 AND US ROUTE 53, PROCEED 7.6 KM (4.70 MI) IN A
 RN1701'SOUTHWESTERLY DIRECTION ALONG US ROUTE 2/53 TO A SIDEROAD LEADIND TO
 RN1701'WISCONSIN POINT.  TURN LEFT AND PROCEED IN AN EASTERLY DIRECTION FOR
 RN1701'2.1 KM (1.30 MI) TO A JUNCTION, TURN LEFT AND CONTINUE FOR
 RN1701'APPROXIMATELY 4.6 KM (2.85 MI) TO THE UNIVERSITY OF WISCONSIN TIDAL
 RN1701'STATION SITE AND THE STATION.
 RN1701'THE STATION IS LOCATED ON A CONCRETE WALKWAY WHICH RUNS PARALLEL WITH
 RN1701'THE RETAINING WALL ON THE SOUTHEASTERN SIDE OF THE HARBOR ENTRANCE.
 RN1701'IT IS ON THE CENTERLINE OF THE WALKWAY AND APPROXIMATELY 2.0 M
 RN1701'(6.6 FT) NORTH OF A FLIGHT OF STEPS LEADING UP TO A GREEN HARBOR
 RN1701'ENTRANCE LIGHT.
 RN1701'THE STATION IS A CORPS OF ENGINEERS US ARMY DISK SET FLUSH WITH THE
 RN1701'CONCRETE WALKWAY.
 RN1701
 RN1701                          STATION RECOVERY (1989)
 RN1701
 RN1701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 RN1701'THE STATION IS LOCATED AT THE ENTRANCE TO SUPERIOR BAY AT THE END OF
 RN1701'WISCONSIN POINT.
 RN1701'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 2 AND 53 IN
 RN1701'SUPERIOR, GO SOUTHEASTERLY ALONG US HIGHWAY 2, 53 FOR 7.6 KM
 RN1701'(4.70 MI) TO A PAVED ROAD LEFT.  TURN LEFT AND GO EASTERLY FOR 2.25 KM
 RN1701'(1.40 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTHERLY FOR 5.39 KM
 RN1701'(3.35 MI) TO A FORK.  TAKE THE LEFT ROAD FOR 0.32 KM (0.20 MI) TO THE
 RN1701'STATION SET IN THE SOUTH END OF A RETAINING WALL, AT THE UNIVERSITY OF
 RN1701'WISCONSIN TIDAL STATION SITE.
 RN1701'DESCRIBED BY R.D.BALL.
 RN1701
 RN1701                          STATION RECOVERY (1994)
 RN1701
 RN1701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 RN1701'THE STATION IS LOCATED SOUTHEAST OF SUPERIOR, AT THE ENTRANCE TO
 RN1701'SUPERIOR BAY, AT THE END OF WISCONSIN POINT.  OWNERSHIP--U.S.
 RN1701'GOVERNMENT, U.S. COAST GUARD, LT WILL STEVENSON, ELECTRONIC
 RN1701'ENGINEERING CENTER, P.O. BOX 60, WILDWOOD NJ 08260-0060, PHONE
 RN1701'609-523-7232.
 RN1701' 
 RN1701'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 2, 53 AND
 RN1701'STATE HIGHWAY 13, ABOUT 4 MI (6.4 KM) SOUTHEAST OF SUPERIOR, GO NORTH
 RN1701'ON HIGHWAY 2, 53 FOR 1.9 MI (3.1 KM) TO A SIDE ROAD RIGHT, COUNTY ROAD
 RN1701'E ON LEFT AND A SIGN (U.S. NAVAL RESERVE MOCCASIN MIKE RD LAKE
 RN1701'SUPERIOR WI POINT).  TURN RIGHT AND GO EAST FOR 1.3 MI (2.1 KM) TO A
 RN1701'SIDE ROAD LEFT AND SIGN (WI PT LIGHTHOUSE).  TURN LEFT AND GO
 RN1701'NORTHERLY FOR 3.3 MI (5.3 KM) TO A FORK, NAVY BUILDINGS ON LEFT. BEAR
 RN1701'RIGHT AND GO 0.05 MI (0.08 KM) TO A SAND ROAD LEFT (4-WHEEL DRIVE
 RN1701'REQUIRED FROM THIS POINT).  TURN LEFT AND GO WEST, THEN SOUTHERLY ON
 RN1701'THE SAND ROAD FOR 0.15 MI (0.24 KM) TO THE STATION, AT THE END OF
 RN1701'SEAWALL, ON THE WALKWAY.
 RN1701' 
 RN1701'THE STATION IS SET INTO A DRILL HOLE IN THE CONCRETE WALKWAY THAT IS
 RN1701'PART OF SEAWALL.  LOCATED 4.6 M (15.1 FT) NORTHEAST FROM A METAL
 RN1701'SUPPORT FOR CHANNEL NUMBER 1 LIGHT, 1.7 M (5.6 FT) NORTHEAST FROM THE
 RN1701'BOTTOM STEP AT WALKWAY, 1.4 M (4.6 FT) WEST FROM A WITNESS POST AND
 RN1701'0.6 M (2.0 FT) SOUTHEAST FROM THE EAST EDGE OF SEAWALL.
 RN1701
 RN1701                          STATION RECOVERY (1996)
 RN1701
 RN1701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 RN1701'1.6 KM (1.00 MI) EASTERLY ALONG BELKNAP STREET AND THEN LENROOT
 RN1701'HIGHWAY FROM THE POST OFFICE IN SUPERIOR, THENCE 7.7 KM (4.80 MI)
 RN1701'SOUTHERLY ALONG U.S.  HIGHWAY 53, THENCE 2.3 KM (1.40 MI) EASTERLY
 RN1701'ALONG COUNTY ROAD E, THENCE 5.4 KM (3.35 MI) NORTHERLY ALONG A PAVED
 RN1701'ROAD LEADING TO WISCONSIN POINT, THENCE 0.2 KM (0.10 MI) NORTHERLY
 RN1701'ALONG A ROAD, A PARKING LOT, AND SIDEWALK, THENCE 0.3 KM (0.20 MI)
 RN1701'SOUTHERLY ALONG A SEAWALL, NEAR THE CENTER OF THE SOUTH END OF A
 RN1701'CONCRETE SEAWALL, 4.6 M (15.1 FT) NORTH OF CHANNEL LIGHT NUMBER 1, 1.7
 RN1701'M (5.6 FT) NORTH OF A SET OF STEPS LEADING TO THE LIGHT, AND 0.6 M
 RN1701'(2.0 FT) EAST OF THE EAST FACE OF THE SEAWALL.
 RN1701
 RN1701                          STATION RECOVERY (1996)
 RN1701
 RN1701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JAS)
 RN1701'RECOVERED AS DESCRIBED.
 RN1701
 RN1701                          STATION RECOVERY (1996)
 RN1701
 RN1701'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 RN1701'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  RECOVERY
 RN1701'NOTE BY DAVID K.  HERDER, TYPED BY J.E.M.
 RN1701
 RN1701                          STATION RECOVERY (2002)
 RN1701
 RN1701'RECOVERY NOTE BY US POWER SQUADRON 2002 (SB)
 RN1701'RECOVERED IN GOOD CONDITION.
 RN1701
 RN1701                          STATION RECOVERY (2004)
 RN1701
 RN1701'RECOVERY NOTE BY US POWER SQUADRON 2004 (DM)
 RN1701'GODD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0794 ***********************************************************************
 NG0794  PACS        -  This is a Primary Airport Control Station.
 NG0794  DESIGNATION -  ENW B
 NG0794  PID         -  NG0794
 NG0794  STATE/COUNTY-  WI/KENOSHA
 NG0794  USGS QUAD   -  PLEASANT PRAIRIE (1971)
 NG0794
 NG0794                         *CURRENT SURVEY CONTROL
 NG0794  ___________________________________________________________________
 NG0794* NAD 83(1997)-  42 35 56.43516(N)    087 55 51.23743(W)     ADJUSTED  
 NG0794* NAVD 88     -       222.422  (meters)     729.73   (feet)  ADJUSTED  
 NG0794  ___________________________________________________________________
 NG0794  X           -     169,777.535 (meters)                     COMP
 NG0794  Y           -  -4,699,291.404 (meters)                     COMP
 NG0794  Z           -   4,294,944.297 (meters)                     COMP
 NG0794  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 NG0794  ELLIP HEIGHT-         187.81  (meters)          (04/28/99) GPS OBS
 NG0794  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 NG0794  DYNAMIC HT  -         222.355 (meters)     729.51  (feet)  COMP
 NG0794  MODELED GRAV-     980,311.4   (mgal)                       NAVD 88
 NG0794
 NG0794  HORZ ORDER  -  A
 NG0794  VERT ORDER  -  SECOND    CLASS I
 NG0794  ELLP ORDER  -  THIRD     CLASS I
 NG0794
 NG0794.This mark is at Kenosha Airport (ENW)
 NG0794
 NG0794.The horizontal coordinates were established by GPS observations
 NG0794.and adjusted by the National Geodetic Survey in April 1999..
 NG0794
 NG0794.The orthometric height was determined by differential leveling
 NG0794.and adjusted by the National Geodetic Survey in February 2004..
 NG0794
 NG0794.Photographs are available for this station.
 NG0794
 NG0794.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NG0794
 NG0794.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0794
 NG0794.The ellipsoidal height was determined by GPS observations
 NG0794.and is referenced to NAD 83.
 NG0794
 NG0794.The geoid height was determined by GEOID03.
 NG0794
 NG0794.The dynamic height is computed by dividing the NAVD 88
 NG0794.geopotential number by the normal gravity value computed on the
 NG0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0794.degrees latitude (g = 980.6199 gals.).
 NG0794
 NG0794.The modeled gravity was interpolated from observed gravity values.
 NG0794
 NG0794;                    North         East     Units Scale Factor Converg.
 NG0794;SPC WI S     -    68,652.165   769,797.083   MT  1.00002979   +1 25 18.1
 NG0794;SPC WI S     -   225,236.31  2,525,575.93   sFT  1.00002979   +1 25 18.1
 NG0794;UTM  16      - 4,716,707.013   423,632.108   MT  0.99967175   -0 37 48.4
 NG0794
 NG0794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0794!SPC WI S     -   0.99997055  x   1.00002979  =   1.00000034
 NG0794!UTM  16      -   0.99997055  x   0.99967175  =   0.99964231
 NG0794
 NG0794                          SUPERSEDED SURVEY CONTROL
 NG0794
 NG0794  NAD 83(1991)-  42 35 56.43425(N)    087 55 51.23436(W) AD(       ) 3
 NG0794  ELLIP H (08/19/91)  187.90   (m)                       GP(       ) 4 1
 NG0794  NGVD 29 (08/19/91)  222.5    (m)          730.     (f) GPS OBS        
 NG0794
 NG0794.Superseded values are not recommended for survey control.
 NG0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0794.See file dsdata.txt to determine how the superseded data were derived.
 NG0794
 NG0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2363216707(NAD 83)
 NG0794_MARKER: DD = SURVEY DISK
 NG0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0794_SP_SET: CONCRETE POST
 NG0794_STAMPING: ENW B 1988
 NG0794_MARK LOGO: NOS   
 NG0794_PROJECTION: FLUSH
 NG0794_MAGNETIC: N = NO MAGNETIC MATERIAL
 NG0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0794+STABILITY: SURFACE MOTION
 NG0794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0794+SATELLITE: SATELLITE OBSERVATIONS - 2002
 NG0794
 NG0794  HISTORY     - Date     Condition        Report By
 NG0794  HISTORY     - 1988     MONUMENTED       NOS
 NG0794  HISTORY     - 19900910 GOOD
 NG0794  HISTORY     - 19931231 GOOD             NGS
 NG0794  HISTORY     - 19971216 GOOD             NGS
 NG0794  HISTORY     - 2002     GOOD             WIDT
 NG0794
 NG0794                          STATION DESCRIPTION
 NG0794
 NG0794'DESCRIBED BY NATIONAL OCEAN SERVICE 1988
 NG0794'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) WEST-NORTHWEST OF
 NG0794'KENOSHA, AT THE KENOSHA MUNICIPAL AIRPORT AND ON THE SOUTHEAST SIDE
 NG0794'OF THE WINDSOCK BETWEEN THE CENTER OF THE CIRCLE SEGMENTS ADJACENT TO
 NG0794'THE TRAFFIC PATTERN INDICATOR.  OWNERSHIP--CITY OF KENOSHA, CITY
 NG0794'HALL, KENOSHA, WI 53142, PHONE 414-656-8100, AIRPORT MANAGER IS
 NG0794'DENNIS EILER, PHONE 414-656-8158.
 NG0794'TO REACH THE STATION FRON THE JUNCTION OF INTERSTATE 94 AND THE SOUTH
 NG0794'BOUND EXIT RAMP OF EXIT 342 (KENOSHA AIRPORT AND STATE HIGHWAY 158
 NG0794'EXIT), GO EASTERLY ON THE EXIT RAMP FOR 0.72 KM (0.45 MI) TO THE
 NG0794'INTERSTATE OVERPASS BRIDGE OVER STATE HIGHWAY 158, CONTINE EAST ON
 NG0794'HIGHWAY 158 FOR 1.52 KM (0.94 MI) TO THE JUNCTION OF COUNTY ROAD HH
 NG0794'ON THE RIGHT AND THE EXECUTIVE TERMINAL ENTRANCE ROAD OF THE AIRPORT
 NG0794'ON THE LEFT, TURN LEFT, NORTH-NORTHEAST, ON THE AIRPORT ENTRANCE ROAD
 NG0794'FOR 0.96 KM (0.60 MI) TO THE NORTH END OF THE TERMINAL BUILDING AND A
 NG0794'GATE ON THE RIGHT.  NOTE--CONTACT OFFICE PERSONNEL TO OPEN THE GATE,
 NG0794'TURN RIGHT, NORTHEAST, AND PASS THRU THE GATE, TURN LEFT, WESTERLY,
 NG0794'TO THE APRON, TURN RIGHT, NORTHWEST, ON THE TAXIWAY TO THE JUNCTION
 NG0794'OF 14 AND 32, CONTINUE STRAIGHT AHEAD CROSSING THE RUNWAY ONTO THE
 NG0794'GRASS TO A DITCH, TURN RIGHT, NORTHEAST, AND GO 0.16 KM (0.10 MI) TO
 NG0794'A SMALL BREAK IN THE DITCH AT A PIPE CULVERT, TURN LEFT,
 NG0794'NORTHWESTERLY, CROSSING THE DITCH TO THE SOUTHEAST SIDE OF THE
 NG0794'WINDSOCK AND THE STATION ON THE RIGHT.
 NG0794'THE STATION IS LOCATED, 211.16 M (692.78 FT) SOUTHWEST OF THE CENTER
 NG0794'OF RUNWAY 14, 18.71 M (61.38 FT) SOUTHEAST OF THE WINDSOCK, 15.33 M
 NG0794'(50.30 FT) SOUTHEAST OF THE METAL SUPPORT OF THE WIND T AND 0.1 M
 NG0794'(0.3 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST.
 NG0794
 NG0794                          STATION RECOVERY (1990)
 NG0794
 NG0794'RECOVERED 1990
 NG0794'RECOVERED IN GOOD CONDITION.
 NG0794
 NG0794                          STATION RECOVERY (1993)
 NG0794
 NG0794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NG0794'THE STATION IS LOCATED ON THE NORTHWEST SECTION OF THE AIRPORT ABOUT
 NG0794'1000 FT (304.8 M) WEST OF THE INTERSECTION OF RUNWAYS 14-32, 6L-24R
 NG0794'AND 200 FT (61.0 M) SOUTHEAST OF THE VOR ENW, 175 FT (53.3 M) EAST OF
 NG0794'THE CENTERLINE OF A GRAVEL ROAD TO THE VOR, 194 FT (59.1 M) SOUTHEAST
 NG0794'OF THE SE CORNER OF THE VOR, AND 3 FT (0.9 M) SW OF A NOAA WITNESS
 NG0794'POST.  THE STATION IS A NOS DISK SET IN A CONCRETE MONUMENT
 NG0794'STAMPED---ENW B 1988---.
 NG0794
 NG0794                          STATION RECOVERY (1997)
 NG0794
 NG0794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 NG0794'NOTE--THIS IS THE PRIMARY AIRPORT CONTROL (PAC) STATION FOR THE
 NG0794'KENOSHA REGIONAL (ENW) AIRPORT.  THE STATION IS LOCATED ON THE WEST
 NG0794'SIDE OF KENOSHA AT THE KENOSHA REGIONAL AIRPORT, ON THE EAST SIDE OF
 NG0794'THE CREST OF A LOW HILL IN THE WEST QUADRANT OF THE JUNCTION OF
 NG0794'RUNWAYS 6L-24R AND 14-32, AND ADJACENT TO THE VOR.  OWNERSHIP--CITY OF
 NG0794'KENOSHA, KENOSHA REGIONAL AIRPORT, 9900 52ND STREET, KENOSHA, WI
 NG0794'53144.  AIRPORT DIRECTOR IS WADE BUCK, AIRPORT PHONE NUMBER IS
 NG0794'414-653-4160, HOME PHONE 414-694-7224.  CONTACT HIM FOR PERMISSION TO
 NG0794'OCCUPY THIS STATION AND ACCESS THROUGH THE LOCKED GATE.  TO REACH FROM
 NG0794'THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 94 AND STATE
 NG0794'HIGHWAY 158 (52ND STREET) INTERSTATE EXIT 342, ON THE WEST SIDE OF
 NG0794'KENOSHA, GO EAST ON HIGHWAY 158 FOR 1.37 KM (0.85 MI) TO THE PAVED
 NG0794'AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT AND GO NORTH THEN
 NG0794'NORTHEAST ON RUTH HARMAN DRIVE FOR 0.85 KM (0.50 MI) TO A GATE AT THE
 NG0794'WEST CORNER OF THE EAST APRON LOCATED ON THE NORTHWEST SIDE OF THE
 NG0794'TERMINAL AND OFFICE.  PASS THROUGH THE GATE THEN TURN LEFT AND PROCEED
 NG0794'NORTH AND NORTHWEST ALONG A CURVED TAXIWAY FOR 0.08 KM (0.05 MI) TO
 NG0794'THE WEST APRON AND CONNECTOR TAXIWAY A2 ON THE RIGHT. TURN RIGHT AND
 NG0794'GO NORTHWEST ALONG THE TAXIWAY FOR 0.24 KM (0.15 MI) CROSSING THE
 NG0794'PARALLEL TAXIWAY FOR RUNWAY 6L-24R (TAXIWAY A) TO THE JUNCTION OF THE
 NG0794'RUNWAY.  CONTINUE NORTHWEST, CROSSING THE RUNWAY, THEN TURN RIGHT,
 NG0794'NORTHEAST, ALONG THE NORTHWEST SIDE OF THE RUNWAY FOR 0.08 KM (0.05
 NG0794'MI) TO THE ACCESS ROAD TO THE VOR.  TURN LEFT AND GO NORTHWEST ON THE
 NG0794'ACCESS ROAD FOR 0.16 KM (0.10 MI) TO THE STATION ON THE RIGHT.  THE
 NG0794'STATION IS SET IN THE TOP OF A 28 CM ROUND CONCRETE POST RECESSED 3 CM
 NG0794'BELOW THE GROUND.  IT IS 59.5 M (195.2 FT) EAST-SOUTHEAST OF THE EAST
 NG0794'CORNER OF THE VOR BUILDING, 53.9 M (176.8 FT) NORTHEAST OF THE CENTER
 NG0794'OF THE ACCESS ROAD, 40.0 M (131.2 FT) SOUTHEAST OF THE CENTER OF THE
 NG0794'AWOS POLE, 34.3 M (112.5 FT) SOUTHEAST OF THE CENTER OF THE GRAVEL
 NG0794'ROAD TO THE AWOS, AND 1.0 M (3.3 FT) SOUTHWEST OF A FIBERGLASS WITNESS
 NG0794'POST.
 NG0794
 NG0794                          STATION RECOVERY (2002)
 NG0794
 NG0794'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (DJH)
 NG0794'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0505 ***********************************************************************
 QL0505  DESIGNATION -  EPHRAIM
 QL0505  PID         -  QL0505
 QL0505  STATE/COUNTY-  WI/DOOR
 QL0505  USGS QUAD   -  EPHRAIM (1982)
 QL0505
 QL0505                         *CURRENT SURVEY CONTROL
 QL0505  ___________________________________________________________________
 QL0505* NAD 83(1991)-  45 09 23.45320(N)    087 08 46.99434(W)     ADJUSTED  
 QL0505* NAVD 88     -       251.     (meters)     823.     (feet)  SCALED    
 QL0505  ___________________________________________________________________
 QL0505  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 QL0505  GEOID HEIGHT-         -37.13  (meters)                     GEOID03
 QL0505
 QL0505  HORZ ORDER  -  SECOND
 QL0505
 QL0505.The horizontal coordinates were established by classical geodetic methods
 QL0505.and adjusted by the National Geodetic Survey in November 1991..
 QL0505
 QL0505.The orthometric height was scaled from a topographic map.
 QL0505
 QL0505.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0505
 QL0505.The geoid height was determined by GEOID03.
 QL0505
 QL0505;                    North         East     Units Scale Factor Converg.
 QL0505;SPC WI C     -   150,974.187   824,328.120   MT  0.99995266   +2 00 48.4
 QL0505;SPC WI C     -   495,321.15  2,704,483.17   sFT  0.99995266   +2 00 48.4
 QL0505;UTM  16      - 5,000,347.869   488,493.895   MT  0.99960163   -0 06 13.7
 QL0505
 QL0505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0505!SPC WI C     -   0.99996647  x   0.99995266  =   0.99991914
 QL0505!UTM  16      -   0.99996647  x   0.99960163  =   0.99956812
 QL0505
 QL0505|---------------------------------------------------------------------|
 QL0505| PID    Reference Object                     Distance      Geod. Az  |
 QL0505|                                                           dddmmss.s |
 QL0505| CJ4908 EPHRAIM RM 1                         25.557 METERS 01004     |
 QL0505| CJ4907 EPHRAIM AZ MK                                      0935543.8 |
 QL0505| CJ4909 EPHRAIM RM 2                         25.811 METERS 26142     |
 QL0505| QL0504 PENINSULA STATE PARK LOT            APPROX. 4.1 KM 2794357.5 |
 QL0505|---------------------------------------------------------------------|
 QL0505
 QL0505                          SUPERSEDED SURVEY CONTROL
 QL0505
 QL0505  NAD 83(1986)-  45 09 23.45244(N)    087 08 46.98960(W) AD(       ) 2
 QL0505  NAD 27      -  45 09 23.49100(N)    087 08 46.59200(W) AD(       ) 2
 QL0505
 QL0505.Superseded values are not recommended for survey control.
 QL0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0505.See file dsdata.txt to determine how the superseded data were derived.
 QL0505
 QL0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR8849400348(NAD 83)
 QL0505_MARKER: DS = TRIANGULATION STATION DISK
 QL0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0505
 QL0505  HISTORY     - Date     Condition        Report By
 QL0505  HISTORY     - 1953     MONUMENTED       CGS
 QL0505  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 QL0505  HISTORY     - 1984     GOOD             USPSQD
 QL0505
 QL0505                          STATION DESCRIPTION
 QL0505
 QL0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 QL0505'STATION IS LOCATED ON THE PROPERTY OF MARVIN STAVER ALONG THE NORTH
 QL0505'SIDE OF COUNTY HIGHWAY Q
 QL0505'ABOUT 7 MILES NORTH OF BAILEYS HARBOR AND ABOUT 5 MILES EAST OF FISH
 QL0505'CREEK.  IT IS 100 FEET SOUTH OF THE
 QL0505'SOUTHEAST CORNER OF MR. STAVERS BARN, 44 FEET NORTH
 QL0505'OF THE CENTER OF HIGHWAY Q, 12 FEET WEST OF A WHITE
 QL0505'WITNESS POST AND 11 FEET NORTH OF A
 QL0505'FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED EPHRAIM 1953.
 QL0505'
 QL0505'REFERENCE MARK NO. 1 IS 17 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 QL0505'BARN AND 1 FOOT WEST OF A
 QL0505'FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED EPHRAIM NO 1 1953.
 QL0505'
 QL0505'REFERENCE MARK NO. 2 IS 33 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 QL0505'25 FEET EAST OF THE CENTER OF
 QL0505'A GRAVEL DRIVEWAY AND 1 FOOT NORTH OF A FENCE.  THE MARK IS FLUSH AND
 QL0505'THE DISK IS STAMPED EPHRAIM NO 2
 QL0505'1953.
 QL0505'
 QL0505'AZIMUTH MARK IS 30 FEET SOUTH OF THE CENTER OF HIGHWAY Q, 8 FEET WEST
 QL0505'OF A POWER POLE AND 2 FEET
 QL0505'NORTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 3 INCHES
 QL0505'AND THE DISK IS STAMPED EPHRAIM 1953.
 QL0505'
 QL0505'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 57 AND COUNTY
 QL0505'HIGHWAYS F AND EE IN BAILEYS
 QL0505'HARBOR, GO NORTH ON HIGHWAY 57 FOR 6.3 MILES TO THE JUNCTION OF
 QL0505'COUNTY HIGHWAY Q.  TURN LEFT AND GO
 QL0505'WEST ON HIGHWAY Q FOR 0.45 MILE TO THE AZIMUTH MARK ON THE
 QL0505'LEFT AS DESCRIBED.  CONTINUE WEST ON THE
 QL0505'HIGHWAY FOR 0.25 MILE TO MR. STAVERS FARM
 QL0505'BUILDINGS ON THE RIGHT AND THE STATION ON THE RIGHT AS
 QL0505'DESCRIBED.
 QL0505'
 QL0505'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 QL0505
 QL0505                          STATION RECOVERY (1984)
 QL0505
 QL0505'RECOVERY NOTE BY US POWER SQUADRON 1984 (AB)
 QL0505'EPHRAIM NO 1 NOT RECOVERED.
 QL0505'
 QL0505'MR. MARVIN STAVER, ON WHOSE PROPERTY THE EPHRAIM STATION IS
 QL0505'LOCATED REMEMBERS THIS MARK AND IN ALL PROBABILITY IT STILL EXISTS
 QL0505'IN ITS DESCRIBED LOCATION.  HOWEVER THE MARK IS BURIED AND IN MR.
 QL0505'STAVERS LAWN.  NO FURTHER EFFORT WAS MADE TO RECOVER SINCE THIS WOULD
 QL0505'MEAN DIGGING AND DAMAGING THE LAWN.
 QL0505'
 QL0505'RECOVERY UNSUCCESSFUL.  STAVER FAMILY KNEW NOTHING OF THIS MARK
 QL0505'
 QL0505'EPHRAIM 1953 AZIMUTH MARK NOT RECOVERED.
 QL0505'
 QL0505'RECOVERY UNSUCCESSFUL.  STAVER FAMILY KNEW NOTHING OF THIS MARK
 QL0505'WHICH IS ON THEIR PROPERTY BUT ACROSS THE ROAD.  EXTENSIVE GRADING
 QL0505'AND PAVING WAS DONE IN THIS AREA A FEW YEARS AGO AND DESCRIBED
 QL0505'LOCATION IS AT EDGE OF RIGHT-OF-WAY.  MARK WAS VERY LIKELY
 QL0505'DESTROYED BUT THIS CANNOT BE CONFIRMED.
 QL0505
 QL0505                          STATION RECOVERY (1984)
 QL0505
 QL0505'RECOVERY NOTE BY US POWER SQUADRON 1984 (AB)
 QL0505'EPHRAIM NO 1 1953 RECOVERED GOOD.
 QL0505'
 QL0505'MARK WAS LOCATED BY METAL DETECTOR ABOUT 3 INCHES BELOW
 QL0505'SURFACE.
 QL0505'
 QL0505'EPHRAIM 1953 AZ MK RECOVERED GOOD.
 QL0505'
 QL0505'AZIMUTH MARK IS LOCATED AS DESCRIBED ON PROPERTY OF MARY SEILER.
 QL0505'
 QL0505'EPHRAIM NO 2 1953 RECOVERED GOOD.
 QL0505'
 QL0505'MARK IS IN MOWED LAWN OF THE MARVIN STAVER PROPERTY.  STAVERS
 QL0505'KNOW LOCATION AND KEEP MARK VISIBLE.
 QL0505'
 QL0505'DESCRIPTION SHOULD BE CORRECTED TO DELETE REFERENCE TO FENCE WHICH
 QL0505'IS NO LONGER IN EXISTENCE.
 QL0505'
 QL0505'EPHRAIM 1953 RECOVERED GOOD.
 QL0505'
 QL0505'MARK IS IN MOWED LAWN OF THE MARVIN STAVER PROPERTY.  STAVERS KNOW
 QL0505'THE LOCATION AND KEEP MARK VISIBLE.
 QL0505'
 QL0505'DESCRIPTION SHOULD BE CORRECTED TO DELETE REFERENCE TO FENCE WHICH
 QL0505'IS NO LONGER IN EXISTENCE.  WITNESS POST HAS ALSO DISAPPEARED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0662 ***********************************************************************
 QL0662  CBN         -  This is a Cooperative Base Network Control Station.
 QL0662  PACS        -  This is a Primary Airport Control Station.
 QL0662  DESIGNATION -  EPHRAIM GPS
 QL0662  PID         -  QL0662
 QL0662  STATE/COUNTY-  WI/DOOR
 QL0662  USGS QUAD   -  EPHRAIM (1982)
 QL0662
 QL0662                         *CURRENT SURVEY CONTROL
 QL0662  ___________________________________________________________________
 QL0662* NAD 83(1997)-  45 08 11.00733(N)    087 11 09.48353(W)     ADJUSTED  
 QL0662* NAVD 88     -       230.92   (meters)     757.6    (feet)  GPS OBS   
 QL0662  ___________________________________________________________________
 QL0662  X           -     221,268.244 (meters)                     COMP
 QL0662  Y           -  -4,501,562.019 (meters)                     COMP
 QL0662  Z           -   4,498,190.981 (meters)                     COMP
 QL0662  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 QL0662  ELLIP HEIGHT-         193.76  (meters)          (04/28/99) GPS OBS
 QL0662  GEOID HEIGHT-         -37.12  (meters)                     GEOID03
 QL0662
 QL0662  HORZ ORDER  -  A
 QL0662  ELLP ORDER  -  THIRD     CLASS I
 QL0662
 QL0662.This mark is at Ephraim-Fish Creek Airport (3D2)
 QL0662
 QL0662.The horizontal coordinates were established by GPS observations
 QL0662.and adjusted by the National Geodetic Survey in April 1999..
 QL0662
 QL0662.The orthometric height was determined by GPS observations and a
 QL0662.high-resolution geoid model.
 QL0662
 QL0662.GPS derived orthometric heights for airport stations designated as
 QL0662.PACS or SACS are published to 2 decimal places.  This maintains
 QL0662.centimeter relative accuracy between the PACS and SACS.  It does
 QL0662.not indicate centimeter accuracy relative to other marks which are
 QL0662.part of the NAVD 88 network.
 QL0662
 QL0662.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QL0662
 QL0662.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0662
 QL0662.The ellipsoidal height was determined by GPS observations
 QL0662.and is referenced to NAD 83.
 QL0662
 QL0662.The geoid height was determined by GEOID03.
 QL0662
 QL0662;                    North         East     Units Scale Factor Converg.
 QL0662;SPC WI C     -   148,630.597   821,295.369   MT  0.99995100   +1 59 07.9
 QL0662;SPC WI C     -   487,632.22  2,694,533.22   sFT  0.99995100   +1 59 07.9
 QL0662;UTM  16      - 4,998,118.704   485,377.720   MT  0.99960263   -0 07 54.5
 QL0662
 QL0662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0662!SPC WI C     -   0.99996962  x   0.99995100  =   0.99992062
 QL0662!UTM  16      -   0.99996962  x   0.99960263  =   0.99957226
 QL0662
 QL0662|---------------------------------------------------------------------|
 QL0662| PID    Reference Object                     Distance      Geod. Az  |
 QL0662|                                                           dddmmss.s |
 QL0662| QL0665 EPHRAIM GPS AZ MK                   386.369 METERS 15307     |
 QL0662|---------------------------------------------------------------------|
 QL0662
 QL0662                          SUPERSEDED SURVEY CONTROL
 QL0662
 QL0662  NAD 83(1991)-  45 08 11.00655(N)    087 11 09.48159(W) AD(       ) B
 QL0662  ELLIP H (06/11/91)  193.79   (m)                       GP(       ) 4 1
 QL0662  NGVD 29 (06/11/91)  230.7    (m)          757.     (f) GPS OBS        
 QL0662
 QL0662.Superseded values are not recommended for survey control.
 QL0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0662.See file dsdata.txt to determine how the superseded data were derived.
 QL0662
 QL0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ8537898119(NAD 83)
 QL0662_MARKER: DH = HORIZONTAL CONTROL DISK
 QL0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0662_SP_SET: CONCRETE POST
 QL0662_STAMPING: EPHRAIM GPS 1989
 QL0662_MARK LOGO: NGS   
 QL0662_PROJECTION: FLUSH
 QL0662_MAGNETIC: N = NO MAGNETIC MATERIAL
 QL0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0662+STABILITY: SURFACE MOTION
 QL0662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0662+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2005
 QL0662
 QL0662  HISTORY     - Date     Condition        Report By
 QL0662  HISTORY     - 1989     MONUMENTED       WIDT
 QL0662  HISTORY     - 19900822 GOOD             NGS
 QL0662  HISTORY     - 19971211 GOOD             NGS
 QL0662  HISTORY     - 20010626 GOOD             WIDT
 QL0662  HISTORY     - 20050729 GOOD             WIDT
 QL0662
 QL0662                          STATION DESCRIPTION
 QL0662
 QL0662'DESCRIBED BY WI DEPT OF TRANSP 1989
 QL0662'THE STATION IS LOCATED ABOUT 2.43 KM (1.50 MI) SOUTHWEST OF EPHRAIM,
 QL0662'4.86 KM (3.00 MI) NORTHEAST OF FISH CREEK, 14.58 KM (9.05 MI)
 QL0662'NORTHEAST OF EGG HARBOR. OWNERSHIP--EPHRAIM-FISH CREEK AIRPORT.
 QL0662'THE STAION IS LOCATED AT THE EPHRAIM-FISH CREEK AIRPORT.  TO REACH
 QL0662'FROM THE INTERSECTION OF STATE HIGHWAY 42 NORTH AND COUNTY ROAD A, GO
 QL0662'NORTH FOR 0.32 KM (0.20 MI) ON STATE HIGHWAY 42 TO MAPLE GROVE ROAD.
 QL0662'TURN RIGHT AND GO EAST FOR 0.64 KM (0.40 MI) ON MAPLE GROVE ROAD TO
 QL0662'THE AIRPORT ENTRANCE AND THE STATION.
 QL0662'STATION IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED--EPHRAIM GPS
 QL0662'1989--, SET INTO THE TOP OF A 40 CM DIAMETER CONCRETE MONUMENT SET
 QL0662'FLUSH WITH THE GROUND.  LOCATED 39.62 M (130.0 FT) SOUTHEAST FROM THE
 QL0662'EDGE OF THE TAXIWAY, 19.81 M (65.0 FT) SOUTHWEST FROM THE EDGE OF THE
 QL0662'TARMAC, 13.41 M (44.0 FT)  WEST FROM THE CENTER OF THE TETRAHEDRON.
 QL0662
 QL0662                          STATION RECOVERY (1990)
 QL0662
 QL0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QL0662'THE STATION IS LOCATED ABOUT 14.6 KM (9.1 MI) NORTHEAST OF EGG HARBOR,
 QL0662'4.9 KM (3.0 MI) NORTHEAST OF FISH CREEK, 2.4 KM (1.5 MI) SOUTHWEST OF
 QL0662'EPHRAIM AND AT THE EPHRAIM-FISH CREEK AIRPORT.  OWNERSHIP-VILLAGE OF
 QL0662'EPHRAIM AND TOWNSHIP OF GIBRALTAR, P.O BOX 147, EPHRAIM, WI 54211.
 QL0662'THE AIRPORT MANAGER IS JERRY COX, P.O.BOX 147, EPHRAIM, WI 54211,
 QL0662'PHONE 414-854-2332.
 QL0662'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 AND COUNTY
 QL0662'ROAD A, ABOUT 2.7 KM (1.7 MI) SOUTH OF EPHRAIM, GO NORTH ON STATE
 QL0662'HIGHWAY 42 FOR 0.32 KM (0.20 MI) TO A PAVED ROAD ON THE RIGHT.  TURN
 QL0662'RIGHT AND GO SOUTHEAST ON MAPLE GROVE ROAD FOR 0.64 KM (0.40 MI) TO A
 QL0662'PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTHWEST ON THE AIRPORT
 QL0662'ENTRANCE ROAD FOR 0.1 KM (0.1 MI) TO AN AIRPLANE PARKING APRON.  TURN
 QL0662'LEFT AND GO SOUTH ACROSS THE APRON FOR 0.1 KM (0.1 MI) TO THE
 QL0662'TETRAHYDRON AND THE STATION ON THE RIGHT BETWEEN TWO OF THE POST
 QL0662'SURROUNDING THE TETTRAHYDRON.
 QL0662'THE STATION IS LOCATED 39.7 M (130.2 FT) SOUTHEAST FROM THE SOUTHEAST
 QL0662'EDGE OF A TAXIWAY AND 19.8 M (65.0 FT) SOUTHWEST FROM THE SOUTHWEST
 QL0662'EDGE OF THE AIRPLANE PARKING APRON.  THE STATION IS FLUSH WITH THE
 QL0662'GROUND AND ALSO THIS AIRPORT IS ATTENDED ONLY PART TIME.
 QL0662
 QL0662                          STATION RECOVERY (1997)
 QL0662
 QL0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 QL0662'THIS STATION IS THE PRIMARY AIRPORT CONTROL (PAC) STATION FOR THE
 QL0662'EPHRAIM-FISH CREEK (3D2) AIRPORT.  THE STATION IS LOCATED ABOUT 2.4 KM
 QL0662'(1.50 MI) SOUTHWEST OF EPHRAIM ON THE EPHAIM/GIBRALTOR AIRPORT.
 QL0662'OWNERSHIP--CITIES OF EPHRAIM AND GIBRALTOR BILL HEATH MANAGER, 9667
 QL0662'MAPLE GROVE ROAD, PO BOX 528, EPHRAIM WI.  54211, PHONE (414)
 QL0662'854-9711.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42
 QL0662'AND COUNTY ROAD A ABOUT 2.7 KM (1.65 MI) SOUTHWEST OF EPHRAIM, GO
 QL0662'NORTH ON HIGHWAY 42 FOR 0.36 KM (0.20 MI) TO MAPLE GROVE ROAD, TURN
 QL0662'RIGHT AND GO SOUTHEAST ON MAPLE GROVE ROAD FOR 0.7 KM (0.45 MI) TO THE
 QL0662'AIRPORT ENTRANCE ROAD, TURN RIGHT AND GO SOUTHWEST FOR 0.18 KM (0.10
 QL0662'MI) ALONG THE ENTRANCE ROAD ACROSS AN APRON AND ALONG A TAXIWAY TO THE
 QL0662'TETRAHYDRON AND THE STATION ON THE LEFT.  THE STATION IS A NGS
 QL0662'HORIZONTAL DISK IN THE CENTER OF A CONCRETE POST THAT IS FLUSH WITH
 QL0662'THE GROUND SURFACE, IT IS, 73.7 M (241.8 FT) NORTHEAST OF THE
 QL0662'CENTERLINE OF RUNWAY 14-32, 43.7 M (143.4 FT) SOUTHEAST OF THE TAXIWAY
 QL0662'CENTERLINE, 19.8 M (65.0 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF AN
 QL0662'APRON, 13.4 M (44.0 FT) NORTHWEST OF THE TETRAHYDRON, AND 0.3 M (1.0
 QL0662'FT) BELOW THE LEVEL OF THE TAXIWAY.
 QL0662
 QL0662                          STATION RECOVERY (2001)
 QL0662
 QL0662'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (GRS)
 QL0662'CHANGES TO THE DESCRIPTION FOLLOW.  OWNERSHIP--VILLAGE OF EPHRAIM AND
 QL0662'TOWN OF GIBRALTER.  THE AIRPORT MANAGER IS PETE NEWKIRK.  TOWN CLERK
 QL0662'IS SHARON KELLNER AT 920-868-1714.  REFERENCE TO A 'TETRAHYRON' SHOULD
 QL0662'BE TO A WINDTEE.
 QL0662
 QL0662                          STATION RECOVERY (2005)
 QL0662
 QL0662'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QL0662'RECOVERED IN GOOD CONDITION.  ADD-- THERE WERE NO FIBERGLASS WITNESS
 QL0662'POSTS SET AT THE AIRPORT MANAGER S REQUEST, DUE TO THE LOCATION OF THE
 QL0662'STATION LIES WITHIN AN AREA THAT IS USED AS AN OVERFLOW PARKING AREA
 QL0662'FOR AIRPLANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0665 ***********************************************************************
 QL0665  DESIGNATION -  EPHRAIM GPS AZ MK
 QL0665  PID         -  QL0665
 QL0665  STATE/COUNTY-  WI/DOOR
 QL0665  USGS QUAD   -  EPHRAIM (1982)
 QL0665
 QL0665                         *CURRENT SURVEY CONTROL
 QL0665  ___________________________________________________________________
 QL0665* NAD 83(1997)-  45 07 59.84369(N)    087 11 01.48934(W)     ADJUSTED  
 QL0665* NAVD 88     -       228.9    (meters)     751.     (feet)  VERTCON   
 QL0665  ___________________________________________________________________
 QL0665  X           -     221,454.649 (meters)                     COMP
 QL0665  Y           -  -4,501,796.118 (meters)                     COMP
 QL0665  Z           -   4,497,946.554 (meters)                     COMP
 QL0665  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 QL0665  ELLIP HEIGHT-         191.92  (meters)          (09/30/02) GPS OBS
 QL0665  GEOID HEIGHT-         -37.12  (meters)                     GEOID03
 QL0665
 QL0665  HORZ ORDER  -  FIRST
 QL0665  ELLP ORDER  -  FOURTH    CLASS I
 QL0665
 QL0665.This mark is at Ephraim-Fish Creek Airport (3D2)
 QL0665
 QL0665.The horizontal coordinates were established by GPS observations
 QL0665.and adjusted by the National Geodetic Survey in September 2002..
 QL0665
 QL0665.The NAVD 88 height was computed by applying the VERTCON shift value to
 QL0665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QL0665
 QL0665.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QL0665
 QL0665.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0665
 QL0665.The ellipsoidal height was determined by GPS observations
 QL0665.and is referenced to NAD 83.
 QL0665
 QL0665.The geoid height was determined by GEOID03.
 QL0665
 QL0665;                    North         East     Units Scale Factor Converg.
 QL0665;SPC WI C     -   148,292.246   821,481.877   MT  0.99995076   +1 59 13.5
 QL0665;SPC WI C     -   486,522.14  2,695,145.12   sFT  0.99995076   +1 59 13.5
 QL0665;UTM  16      - 4,997,773.814   485,551.539   MT  0.99960257   -0 07 48.8
 QL0665
 QL0665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0665!SPC WI C     -   0.99996991  x   0.99995076  =   0.99992067
 QL0665!UTM  16      -   0.99996991  x   0.99960257  =   0.99957249
 QL0665
 QL0665|---------------------------------------------------------------------|
 QL0665| PID    Reference Object                     Distance      Geod. Az  |
 QL0665|                                                           dddmmss.s |
 QL0665| QL0662 EPHRAIM GPS                         386.369 METERS 33307     |
 QL0665|---------------------------------------------------------------------|
 QL0665
 QL0665                          SUPERSEDED SURVEY CONTROL
 QL0665
 QL0665  NAD 83(1991)-  45 07 59.84300(N)    087 11 01.48742(W) AD(       ) 1
 QL0665  ELLIP H (08/19/91)  191.96   (m)                       GP(       ) 4 1
 QL0665  NGVD 29 (08/19/91)  228.9    (m)          751.     (f) GPS OBS        
 QL0665
 QL0665.Superseded values are not recommended for survey control.
 QL0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0665.See file dsdata.txt to determine how the superseded data were derived.
 QL0665
 QL0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ8555297774(NAD 83)
 QL0665_MARKER: DZ = AZIMUTH MARK DISK
 QL0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0665_SP_SET: CONCRETE POST
 QL0665_STAMPING: EPHRAIM GPS 1989
 QL0665_MARK LOGO: NGS   
 QL0665_MAGNETIC: N = NO MAGNETIC MATERIAL
 QL0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0665+STABILITY: SURFACE MOTION
 QL0665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0665+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2005
 QL0665
 QL0665  HISTORY     - Date     Condition        Report By
 QL0665  HISTORY     - 1989     MONUMENTED       NGS
 QL0665  HISTORY     - 19900822 GOOD             NGS
 QL0665  HISTORY     - 20050729 GOOD             WIDT
 QL0665
 QL0665                          STATION DESCRIPTION
 QL0665
 QL0665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QL0665'THE STATION IS LOCATED ABOUT 14.6 KM (9.1 MI) NORTHEAST OF EGG HARBOR,
 QL0665'4.9 KM (3.0 MI) NORTHEAST OF FISH CREEK, 2.4 KM (1.5 MI) SOUTHWEST OF
 QL0665'EPHRAIM AND AT THE EPHRAIM-FISH CREEK AIRPORT.  OWNERSHIP-VILLAGE OF
 QL0665'EPHRAIM AND TOWNSHIP OF GIBRALTAR, P.O BOX 147, EPHRAIM, WI 54211.
 QL0665'THE AIRPORT MANAGER IS JERRY COX, P.O.BOX 147, EPHRAIM, WI 54211,
 QL0665'PHONE 414-854-2332.
 QL0665'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 AND COUNTY
 QL0665'ROAD A, ABOUT 2.7 KM (1.7 MI) SOUTH OF EPHRAIM, GO NORTH ON STATE
 QL0665'HIGHWAY 42 FOR 0.32 KM (0.20 MI) TO A PAVED ROAD ON THE RIGHT.  TURN
 QL0665'RIGHT AND GO SOUTHEAST ON MAPLE GROVE ROAD FOR 0.64 KM (0.40 MI) TO A
 QL0665'PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTHWEST ON THE AIRPORT
 QL0665'ENTRANCE ROAD FOR 0.1 KM (0.1 MI) TO A AIRPLANE PARKING APRON.  TURN
 QL0665'LEFT AND CONTINUE SOUTHWEST ACROSS THE APRON AND ALONG A TAXIWAY FOR
 QL0665'0.1 KM (0.1 MI) TO THE RUNWAY.  TURN LEFT AND GO SOUTHEAST ON THE
 QL0665'RUNWAY FOR 0.25 KM (0.16 MI) TO THE END OF THE RUNWAY AND THE STATION
 QL0665'ON THE RIGHT AT THE NORTHEAST EDGE OF A FIELD.
 QL0665'THE STATION IS LOCATED 38.4 M (126.0 FT) SOUTHWEST FROM THE CENTERLINE
 QL0665'OF THE RUNWAY, 3.1 M (10.2 FT) NORTHEAST FROM A CARSONITE WITNESS
 QL0665'POST AND IS FLUSH WITH THE GROUND.  NOTE--THIS AIRPORT IS ATTENDED
 QL0665'PART TIME.
 QL0665
 QL0665                          STATION RECOVERY (2005)
 QL0665
 QL0665'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QL0665'RECOVERED IN GOOD CONDITION.   NOTE THERE SEEMS TO HAVE BEEN A RECENT
 QL0665'EXCAVATION OF A BOBCAT SIZED BUCKET OF BLACK DIRT LIFTED FROM THE
 QL0665'STATION S AREA AND PLACED AROUND THE FIBERGLASS WITNESS POST. THE
 QL0665'MONUMENT APPEARS TO BE IN STABLE CONDITION AND NOT DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1604 ***********************************************************************
 NH1604  DESIGNATION -  ERICKSON
 NH1604  PID         -  NH1604
 NH1604  STATE/COUNTY-  WI/LAFAYETTE
 NH1604  USGS QUAD   -  SOUTH WAYNE (1962)
 NH1604
 NH1604                         *CURRENT SURVEY CONTROL
 NH1604  ___________________________________________________________________
 NH1604* NAD 83(1991)-  42 37 21.31326(N)    089 53 16.43093(W)     ADJUSTED  
 NH1604* NAVD 88     -       313.     (meters)    1027.     (feet)  SCALED    
 NH1604  ___________________________________________________________________
 NH1604  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 NH1604  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 NH1604
 NH1604  HORZ ORDER  -  FIRST
 NH1604
 NH1604.The horizontal coordinates were established by classical geodetic methods
 NH1604.and adjusted by the National Geodetic Survey in November 1991..
 NH1604
 NH1604.The orthometric height was scaled from a topographic map.
 NH1604
 NH1604.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1604
 NH1604.The geoid height was determined by GEOID03.
 NH1604
 NH1604;                    North         East     Units Scale Factor Converg.
 NH1604;SPC WI S     -    69,170.796   609,196.915   MT  1.00002417   +0 04 37.3
 NH1604;SPC WI S     -   226,937.85  1,998,673.55   sFT  1.00002417   +0 04 37.3
 NH1604;UTM  16      - 4,722,948.610   263,168.217   MT  1.00029013   -1 57 23.4
 NH1604
 NH1604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1604!SPC WI S     -   0.99995618  x   1.00002417  =   0.99998035
 NH1604!UTM  16      -   0.99995618  x   1.00029013  =   1.00024630
 NH1604
 NH1604:                Primary Azimuth Mark                     Grid Az
 NH1604:SPC WI S     -  ERICKSON AZ MK                           111 31 15.0
 NH1604:UTM  16      -  ERICKSON AZ MK                           113 33 15.7
 NH1604
 NH1604|---------------------------------------------------------------------|
 NH1604| PID    Reference Object                     Distance      Geod. Az  |
 NH1604|                                                           dddmmss.s |
 NH1604| CI8632 ERICKSON AZ MK                                     1113552.3 |
 NH1604| NH1602 SOUTH WAYNE MUNICIPAL TANK          APPROX. 6.4 KM 1715842.6 |
 NH1604| NH1603 SOUTH WAYNE ST JOHNS CATH CH        APPROX. 6.4 KM 1720942.9 |
 NH1604| NH1601 WEST WIOTA LUTH CH SPIRE            APPROX. 5.8 KM 2561058.1 |
 NH1604| CI8634 ERICKSON RM 2                        20.400 METERS 26854     |
 NH1604| CI8633 ERICKSON RM 1                        16.718 METERS 35023     |
 NH1604|---------------------------------------------------------------------|
 NH1604
 NH1604                          SUPERSEDED SURVEY CONTROL
 NH1604
 NH1604  NAD 83(1986)-  42 37 21.30966(N)    089 53 16.42824(W) AD(       ) 1
 NH1604  NAD 27      -  42 37 21.29200(N)    089 53 15.98100(W) AD(       ) 1
 NH1604
 NH1604.Superseded values are not recommended for survey control.
 NH1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1604.See file dsdata.txt to determine how the superseded data were derived.
 NH1604
 NH1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN6316822949(NAD 83)
 NH1604_MARKER: DS = TRIANGULATION STATION DISK
 NH1604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1604_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NH1604+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2001
 NH1604
 NH1604  HISTORY     - Date     Condition        Report By
 NH1604  HISTORY     - 1935     MONUMENTED       CGS
 NH1604  HISTORY     - 1974     GOOD             WIDT
 NH1604  HISTORY     - 19981121 GOOD             USPSQD
 NH1604  HISTORY     - 20010612 GOOD             WI-049
 NH1604
 NH1604                          STATION DESCRIPTION
 NH1604
 NH1604'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1604'STATION IS ABOUT 4 MILES NORTH OF SOUTH WAYNE, ABOUT 3 MILES
 NH1604'ESE OF WIOTA, IN THE NW 1/4 SEC. 27, T 2 N, R 5 E, ON FARM
 NH1604'OWNED BY A.M. ERICKSON AND OCCUPIED BY C.M. ERICKSON, ON THE
 NH1604'FENCE LINE ON SE SIDE OF THE BARN YARD, 94 FEET SE OF THE
 NH1604'SOUTH CORNER OF THE HOUSE, 47 FEET SW OF THE WEST CORNER OF
 NH1604'THE GARAGE, 76 FEET NE OF CENTERLINE OF COUNTY ROUTE N, 47
 NH1604'FEET NE OF THE RIGHT-OF-WAY (BARN YARD) FENCE, 55 FEET SSE OF
 NH1604'THE SOUTH LEG OF THE WIND-MILL, 69 FEET EAST OF THE LONE
 NH1604'24-INCH POPLAR TREE THAT STANDS IN SOUTH CORNER OF THE YARD.
 NH1604'THE MARK IS FLUSH WITH THE SURFACE.
 NH1604'
 NH1604'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 NH1604'TABLETS SET IN CONCRETE.
 NH1604'
 NH1604'AZIMUTH MARK IS ESE OF STATION, 18 FEET SOUTH OF CENTERLINE
 NH1604'OF THE EAST-WEST DIRT ROAD, ON THE RIGHT-OF-WAY FENCE LINE,
 NH1604'ABOUT 0.15 MILE EAST OF COUNTY N, ABOUT 110 FEET WEST OF A
 NH1604'LONE 10-INCH BOX-ELDER TREE THAT STANDS ON FENCE LINE.  IT
 NH1604'IS FLUSH WITH THE SURFACE.
 NH1604'
 NH1604'R.M. NO. 1 IS NORTH OF STATION, ON THE SE YARD FENCE LINE,
 NH1604'52 FEET NW OF THE WEST CORNER OF THE GARAGE, 57 FEET ESE OF
 NH1604'SOUTH CORNER OF THE HOUSE, 3 FEET ENE OF THE SOUTH LEG OF THE
 NH1604'WINDMILL.  IT IS FLUSH WITH THE SURFACE.
 NH1604'
 NH1604'R.M. NO. 2 IS WEST OF STATION, AT SOUTH CORNER OF THE YARD,
 NH1604'71 FEET SOUTH OF SOUTH CORNER OF THE HOUSE, 7 FEET SOUTH
 NH1604'OF THE LONE 24-INCH POPLAR TREE, 30 FEET NE OF CENTERLINE
 NH1604'OF COUNTY N, 80.03 FEET SW OF R.M. NO. 1.  IT IS FLUSH WITH
 NH1604'THE SURFACE.
 NH1604'
 NH1604'TO REACH FROM WIOTA, GO EAST ON WISCONSIN 78 (GRAVEL) 2.15
 NH1604'MILES TO SIDE ROAD LEADING SOUTH.  THENCE SOUTH ON SIDE
 NH1604'ROAD 0.5 MILE TO A FORK.  TAKE LEFT FORK AND CONTINUE 0.45
 NH1604'MILE TO ANOTHER FORK.  TAKE LEFT FORK AND CONTINUE EASTWARD 1.0
 NH1604'MILE TO JUNCTION WITH COUNTY ROUTE N.  THENCE SE ON COUNTY
 NH1604'N, 0.2 MILE TO HOUSE AND STATION ON NE SIDE OF THE ROAD.
 NH1604'
 NH1604'THE FOLLOWING 87-FOOT SIGNALS COME INTO VIEW AS FOLLOWS--WINSLOW,
 NH1604'VISIBLE FROM GROUND.  WARREN, 20 FEET.  WIOTA, 60 FEET.  SENN,
 NH1604'VISIBLE FROM GROUND.  HOWE, VISIBLE FROM GROUND.
 NH1604'
 NH1604'NO OBJECTS VISIBLE FROM GROUND SUITABLE FOR AZIMUTHS.
 NH1604'
 NH1604'HEIGHT OF LIGHT ABOVE STATION MARK - 74 FEET.
 NH1604
 NH1604                          STATION RECOVERY (1974)
 NH1604
 NH1604'RECOVERY NOTE BY WI DEPT OF TRANSP 1974 (KHH)
 NH1604'STA AND REFS IN GOOD CONDITION.
 NH1604'
 NH1604'NEW BARN HAS BEEN BUILT BETWEEN STA. AND AZ MARKER.  OTHER
 NH1604'AZIMUTHS NOT VISABLE WITHOUT TOWER.
 NH1604
 NH1604                          STATION RECOVERY (1998)
 NH1604
 NH1604'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH1604'RECOVERED IN GOOD CONDITION.
 NH1604
 NH1604                          STATION RECOVERY (2001)
 NH1604
 NH1604'RECOVERY NOTE BY IOWA COUNTY WISCONSIN 2001 (JMB)
 NH1604'STATION AND RM 2 WERE POINTED OUT BY OWNER DEAN JORGENSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0785 ***********************************************************************
 OM0785  DESIGNATION -  ERIN USLS 1873
 OM0785  PID         -  OM0785
 OM0785  STATE/COUNTY-  WI/WASHINGTON
 OM0785  USGS QUAD   -  MERTON (1994)
 OM0785
 OM0785                         *CURRENT SURVEY CONTROL
 OM0785  ___________________________________________________________________
 OM0785* NAD 83(1991)-  43 14 38.96997(N)    088 19 39.58738(W)     ADJUSTED  
 OM0785* NAVD 88     -       121.     (meters)     397.     (feet)  SCALED    
 OM0785  ___________________________________________________________________
 OM0785  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 OM0785  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 OM0785
 OM0785  HORZ ORDER  -  FIRST
 OM0785
 OM0785.The horizontal coordinates were established by classical geodetic methods
 OM0785.and adjusted by the National Geodetic Survey in November 1991..
 OM0785
 OM0785.The orthometric height was scaled from a topographic map.
 OM0785
 OM0785.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0785
 OM0785.The geoid height was determined by GEOID03.
 OM0785
 OM0785;                    North         East     Units Scale Factor Converg.
 OM0785;SPC WI S     -   139,575.662   735,805.028   MT  0.99993629   +1 08 56.6
 OM0785;SPC WI S     -   457,924.48  2,414,053.66   sFT  0.99993629   +1 08 56.6
 OM0785;UTM  16      - 4,788,784.402   392,213.225   MT  0.99974292   -0 54 34.9
 OM0785
 OM0785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0785!SPC WI S     -   0.99998647  x   0.99993629  =   0.99992276
 OM0785!UTM  16      -   0.99998647  x   0.99974292  =   0.99972939
 OM0785
 OM0785                          SUPERSEDED SURVEY CONTROL
 OM0785
 OM0785  NAD 83(1986)-  43 14 38.96114(N)    088 19 39.59600(W) AD(       ) 1
 OM0785  NAD 27      -  43 14 38.94300(N)    088 19 39.24800(W) AD(       ) 1
 OM0785
 OM0785.Superseded values are not recommended for survey control.
 OM0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0785.See file dsdata.txt to determine how the superseded data were derived.
 OM0785
 OM0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9221388784(NAD 83)
 OM0785
 OM0785  HISTORY     - Date     Condition        Report By
 OM0785  HISTORY     - 1873     MONUMENTED       CGS
 OM0785  HISTORY     - 1929     SEE DESCRIPTION  CGS
 OM0785
 OM0785                          STATION DESCRIPTION
 OM0785
 OM0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1873
 OM0785'THIS STATION IS SITUATED ON A PROMINENT HILL IN THE SOUTHWEST
 OM0785'QUARTER OF THE NORTHEAST QUARTER OF SECTION 14, ERIN TOWNSHIP,
 OM0785'WASHINGTON COUNTY, WISCONSIN.  THE HEIGHT OF STATION USED
 OM0785'WAS 3 FEET.  THE GEODETIC POINT IS MARKED BY A STONE OF THE
 OM0785'USUAL FORM, SET SO THAT ITS UPPER END IS 2 FEET BENEATH
 OM0785'THE SURFACE OF THE GROUND.  ABOVE THE LATTER IS SET A GRANITE
 OM0785'ROCK HAVING AN INCH HOLE DRILLED IN ITS UPPER SURFACE AND
 OM0785'RISING 4 INCHES ABOVE GROUND.  A HOLE DRILLED IN A LARGE
 OM0785'GRANITE BOULDER BEARS NORTH 78 DEG 09 MIN EAST, AND IS 20.83
 OM0785'METERS DISTANT FROM THE GEODETIC POINT.  THE SOUTHWEST
 OM0785'CORNER OF A CATHOLIC CHURCH BEARS NORTH 10 DEG 32 MIN EAST,
 OM0785'AND IS 21.7 METERS DISTANT FROM THE GEODETIC POINT.
 OM0785'THE SOUTHEAST CORNER OF THE SAME CHURCH BEARS NORTH 22 DEG 04
 OM0785'MIN EAST, AND IS 19.33 METERS DISTANT FROM THE GEODETIC
 OM0785'POINT.  HEIGHT OF HILL, 775.8 FEET.
 OM0785
 OM0785                          STATION RECOVERY (1929)
 OM0785
 OM0785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (RLP)
 OM0785'NOT RECOVERED.
 OM0785'
 OM0785'THIS STATION WAS DESTROYED DURING THE ERECTION OF THE HOLY
 OM0785'HILL CATHOLIC CHURCH IN 1925.  IN THE CONSTRUCTION OF THIS
 OM0785'CHURCH, THE ENTIRE HILL TOP WAS CUT DOWN SOME TWENTY FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5063 ***********************************************************************
 DH5063  DESIGNATION -  ESOFEA GPS
 DH5063  PID         -  DH5063
 DH5063  STATE/COUNTY-  WI/VERNON
 DH5063  USGS QUAD   -  NEWTON (1983)
 DH5063
 DH5063                         *CURRENT SURVEY CONTROL
 DH5063  ___________________________________________________________________
 DH5063* NAD 83(1997)-  43 36 46.81299(N)    091 02 10.19031(W)     ADJUSTED  
 DH5063* NAVD 88     -                                                        
 DH5063  ___________________________________________________________________
 DH5063  X           -     -83,644.792 (meters)                     COMP
 DH5063  Y           -  -4,624,722.757 (meters)                     COMP
 DH5063  Z           -   4,377,287.252 (meters)                     COMP
 DH5063  LAPLACE CORR-          -9.76  (seconds)                    DEFLEC99
 DH5063  ELLIP HEIGHT-         328.89  (meters)          (08/01/05) GPS OBS
 DH5063  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 DH5063
 DH5063  HORZ ORDER  -  FIRST
 DH5063  ELLP ORDER  -  SECOND    CLASS I
 DH5063
 DH5063.The horizontal coordinates were established by GPS observations
 DH5063.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5063
 DH5063
 DH5063.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5063
 DH5063.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5063
 DH5063.The ellipsoidal height was determined by GPS observations
 DH5063.and is referenced to NAD 83.
 DH5063
 DH5063.The geoid height was determined by GEOID03.
 DH5063
 DH5063;                    North         East     Units Scale Factor Converg.
 DH5063;SPC WI S     -   179,709.899   516,362.179   MT  0.99993936   -0 42 43.0
 DH5063;SPC WI S     -   589,598.23  1,694,098.25   sFT  0.99993936   -0 42 43.0
 DH5063;UTM  15      - 4,830,765.168   658,470.147   MT  0.99990890   +1 21 17.7
 DH5063
 DH5063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5063!SPC WI S     -   0.99994843  x   0.99993936  =   0.99988779
 DH5063!UTM  15      -   0.99994843  x   0.99990890  =   0.99985733
 DH5063
 DH5063                          SUPERSEDED SURVEY CONTROL
 DH5063
 DH5063.No superseded survey control is available for this station.
 DH5063
 DH5063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ5847030765(NAD 83)
 DH5063_MARKER: DD = SURVEY DISK
 DH5063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5063_STAMPING: ESOFEA GPS 2004
 DH5063_MARK LOGO: WIDT  
 DH5063_PROJECTION: FLUSH
 DH5063_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5063+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH5063
 DH5063  HISTORY     - Date     Condition        Report By
 DH5063  HISTORY     - 2003     MONUMENTED       WIDT
 DH5063  HISTORY     - 20051228 GOOD             WIDT
 DH5063
 DH5063                          STATION DESCRIPTION
 DH5063
 DH5063'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5063'OWNERSHIP--VERNON COUNTY.  TO REACH THE STATION FROM THE JUNCITON OF
 DH5063'COUNTY HIGHWAY  O WITH COUNTY HIGHWAY Y ABOUT 9 MI WEST-NORTHWEST OF
 DH5063'THE CITY OF VIROQUA, GO EASTERLY  ON COUNTY HIGHWAY Y FOR 0.7 MI TO
 DH5063'THE STATION ON THE LEFT.  THE STATION IS A BRONZE  WISCONSIN
 DH5063'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH5063'IN  THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE
 DH5063'HIGHWAY PAVEMENT.  THE  STATION IS 6.8 M NORTH OF THE CENTERLINE OF
 DH5063'COUNTY HIGHWAY Y, 62 M EAST-NORTHEAST OF  A POWER POLE, 25.3 M
 DH5063'NORTHWEST OF A WOOD POST FOR A --20 MPH CURVE-- SIGN, 1.0 M SOUTH OF
 DH5063'A CULTIVATED FIELD, 1.0 M EAST OF AN ORANGE 4X4 PLASTIC WITNESS POST,
 DH5063'AND 1.0 M WEST OF AN  ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS
 DH5063'STATION HAS NO VISIBLE OBSTRUCTIONS  EXTENDING HIGHER THAN 15 DEGREES
 DH5063'ABOVE THE HORIZON.
 DH5063
 DH5063                          STATION RECOVERY (2005)
 DH5063
 DH5063'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5063'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0015 ***********************************************************************
 QN0015  DESIGNATION -  ESSEX
 QN0015  PID         -  QN0015
 QN0015  STATE/COUNTY-  WI/PRICE
 QN0015  USGS QUAD   -  BIG BRIENS LAKE (1981)
 QN0015
 QN0015                         *CURRENT SURVEY CONTROL
 QN0015  ___________________________________________________________________
 QN0015* NAD 83(1991)-  45 33 52.37901(N)    090 08 40.30262(W)     ADJUSTED  
 QN0015* NAVD 88     -       509.383  (meters)    1671.20   (feet)  ADJUSTED  
 QN0015  ___________________________________________________________________
 QN0015  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 QN0015  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 QN0015  DYNAMIC HT  -         509.357 (meters)    1671.12  (feet)  COMP
 QN0015  MODELED GRAV-     980,548.1   (mgal)                       NAVD 88
 QN0015
 QN0015  HORZ ORDER  -  FIRST
 QN0015  VERT ORDER  -  FIRST     CLASS II
 QN0015
 QN0015.The horizontal coordinates were established by classical geodetic methods
 QN0015.and adjusted by the National Geodetic Survey in November 1991..
 QN0015
 QN0015.The orthometric height was determined by differential leveling
 QN0015.and adjusted by the National Geodetic Survey in June 1991..
 QN0015
 QN0015.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0015
 QN0015.The geoid height was determined by GEOID03.
 QN0015
 QN0015.The dynamic height is computed by dividing the NAVD 88
 QN0015.geopotential number by the normal gravity value computed on the
 QN0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0015.degrees latitude (g = 980.6199 gals.).
 QN0015
 QN0015.The modeled gravity was interpolated from observed gravity values.
 QN0015
 QN0015;                    North         East     Units Scale Factor Converg.
 QN0015;SPC WI N     -    44,232.529   588,716.849   MT  1.00000038   -0 06 15.3
 QN0015;SPC WI N     -   145,119.56  1,931,481.86   sFT  1.00000038   -0 06 15.3
 QN0015;SPC WI C     -   192,389.793   588,716.707   MT  1.00001293   -0 06 07.1
 QN0015;SPC WI C     -   631,198.85  1,931,481.40   sFT  1.00001293   -0 06 07.1
 QN0015;UTM  15      - 5,049,634.303   722,832.091   MT  1.00021052   +2 02 23.1
 QN0015
 QN0015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0015!SPC WI N     -   0.99992496  x   1.00000038  =   0.99992534
 QN0015!SPC WI C     -   0.99992496  x   1.00001293  =   0.99993789
 QN0015!UTM  15      -   0.99992496  x   1.00021052  =   1.00013546
 QN0015
 QN0015:                Primary Azimuth Mark                     Grid Az
 QN0015:SPC WI N     -  KISSEL                                   095 03 48.7
 QN0015:SPC WI C     -  KISSEL                                   095 03 40.5
 QN0015:UTM  15      -  KISSEL                                   092 55 10.3
 QN0015
 QN0015|---------------------------------------------------------------------|
 QN0015| PID    Reference Object                     Distance      Geod. Az  |
 QN0015|                                                           dddmmss.s |
 QN0015| QN0016 KISSEL                              APPROX. 0.8 KM 0945733.4 |
 QN0015| CJ4911 ESSEX RM                             10.560 METERS 16159     |
 QN0015|---------------------------------------------------------------------|
 QN0015
 QN0015                          SUPERSEDED SURVEY CONTROL
 QN0015
 QN0015  NAD 83(1986)-  45 33 52.37498(N)    090 08 40.29768(W) AD(       ) 1
 QN0015  NAD 27      -  45 33 52.51100(N)    090 08 39.75700(W) AD(       ) 1
 QN0015  NGVD 29 (??/??/92)  509.365  (m)         1671.14   (f) ADJ UNCH    1 2
 QN0015
 QN0015.Superseded values are not recommended for survey control.
 QN0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0015.See file dsdata.txt to determine how the superseded data were derived.
 QN0015
 QN0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL2283249634(NAD 83)
 QN0015_MARKER: DS = TRIANGULATION STATION DISK
 QN0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0015_STAMPING: ESSEX 1921
 QN0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0015+STABILITY: SURFACE MOTION
 QN0015
 QN0015  HISTORY     - Date     Condition        Report By
 QN0015  HISTORY     - 1921     MONUMENTED       CGS
 QN0015  HISTORY     - 1921     GOOD             CGS
 QN0015  HISTORY     - 1934     MARK NOT FOUND   NGS
 QN0015  HISTORY     - 1935     GOOD             WIGS
 QN0015  HISTORY     - 1952     POOR             CGS
 QN0015  HISTORY     - 1975     MARK NOT FOUND   USGS
 QN0015  HISTORY     - 1985     MARK NOT FOUND   NGS
 QN0015
 QN0015                          STATION DESCRIPTION
 QN0015
 QN0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0015'STATION IS ABOUT 1-1/4 MILES W OF BRANTWOOD, ON THE EXTENSION
 QN0015'OF THE S RAIL FROM THE E AND OF THE N RAIL FROM THE W, AT THE
 QN0015'FIRST CURVE W OF BRANTWOOD, 175 METERS E OF MILEPOST 178 AND
 QN0015'2.745 METERS (9.01 FEET) S OF THE MINNEAPOLIS, ST. PAUL AND
 QN0015'SAULT STE. MARIE RAILWAY.
 QN0015'
 QN0015'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD
 QN0015'DISKS SET IN CONCRETE.
 QN0015
 QN0015                          STATION RECOVERY (1921)
 QN0015
 QN0015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921
 QN0015'1.2 MI W FROM BRENTWOOD.
 QN0015'1-1/4 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QN0015'MARIE RAILROAD FROM BRENTWOOD, PRICE COUNTY, AT THE FIRST CURVE
 QN0015'WEST OF BRENTWOOD, AT THE INTERSECTION OF THE LINES DEFINED
 QN0015'BY THE SOUTH RAIL OF THE EAST TANGENT AND THE NORTH RAIL OF THE
 QN0015'WEST TANGENT, 192 YARDS EAST OF MILEPOST 178, AND 9.0 FEET
 QN0015'SOUTH OF THE TRACK.  A STANDARD TRIANGULATION-STATION DISK,
 QN0015'STAMPED ESSEX 1921 AND SET IN THE TOP OF A CONCRETE POST.
 QN0015
 QN0015                          STATION RECOVERY (1934)
 QN0015
 QN0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QN0015'MARK NOT FOUND.
 QN0015
 QN0015                          STATION RECOVERY (1935)
 QN0015
 QN0015'RECOVERY NOTE BY WISCONSIN GEODETIC SURVEY 1935
 QN0015'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 QN0015'IS ADEQUATE.
 QN0015
 QN0015                          STATION RECOVERY (1952)
 QN0015
 QN0015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QN0015'THE STATION MARK WAS RECOVERED AND FOUND TO BE IN A TILTED
 QN0015'POSITION, PROBABLY ABOUT 1 FOOT TO THE SE OR MORE.  THE
 QN0015'SUBSURFACE MARK WAS NOT DUG FOR.
 QN0015'
 QN0015'THE REFERENCE MARK WAS RECOVERED AND FOUND TO BE LOOSE IN
 QN0015'THE GROUND.
 QN0015
 QN0015                          STATION RECOVERY (1975)
 QN0015
 QN0015'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 QN0015'MARK NOT FOUND.
 QN0015
 QN0015                          STATION RECOVERY (1985)
 QN0015
 QN0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QN0015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0749 ***********************************************************************
 ON0749  DESIGNATION -  ET 1 JA
 ON0749  PID         -  ON0749
 ON0749  STATE/COUNTY-  WI/LA CROSSE
 ON0749  USGS QUAD   -  ST JOSEPH (1974)
 ON0749
 ON0749                         *CURRENT SURVEY CONTROL
 ON0749  ___________________________________________________________________
 ON0749* NAD 83(1991)-  43 45 23.27630(N)    091 00 07.50753(W)     ADJUSTED  
 ON0749* NAVD 88     -       405.82   (+/-2cm)    1331.4    (feet)  VERTCON   
 ON0749  ___________________________________________________________________
 ON0749  LAPLACE CORR-          -8.59  (seconds)                    DEFLEC99
 ON0749  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 ON0749
 ON0749  HORZ ORDER  -  THIRD
 ON0749  VERT ORDER  -  THIRD ? (See Below)
 ON0749
 ON0749.The horizontal coordinates were established by classical geodetic methods
 ON0749.and adjusted by the National Geodetic Survey in March 1999..
 ON0749
 ON0749.The NAVD 88 height was computed by applying the VERTCON shift value to
 ON0749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ON0749.The vertical order pertains to the NGVD 29 superseded value.
 ON0749
 ON0749.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0749
 ON0749.The geoid height was determined by GEOID03.
 ON0749
 ON0749;                    North         East     Units Scale Factor Converg.
 ON0749;SPC WI S     -   195,613.758   519,304.354   MT  0.99995174   -0 41 18.7
 ON0749;SPC WI S     -   641,776.14  1,703,751.03   sFT  0.99995174   -0 41 18.7
 ON0749;UTM  15      - 4,846,764.364   660,836.235   MT  0.99991818   +1 22 55.4
 ON0749
 ON0749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0749!SPC WI S     -   0.99994144  x   0.99995174  =   0.99989319
 ON0749!UTM  15      -   0.99994144  x   0.99991818  =   0.99985963
 ON0749
 ON0749|---------------------------------------------------------------------|
 ON0749| PID    Reference Object                     Distance      Geod. Az  |
 ON0749|                                                           dddmmss.s |
 ON0749| ON0748 STA 151                             125.115 METERS 09352     |
 ON0749| ON0747 ST JOSEPH                           APPROX. 5.4 KM 3000702.5 |
 ON0749| ON0746 ST JOSEPH CHURCH SPIRE              APPROX. 4.4 KM 3210533.2 |
 ON0749|---------------------------------------------------------------------|
 ON0749
 ON0749                          SUPERSEDED SURVEY CONTROL
 ON0749
 ON0749  NAD 83(1991)-  43 45 23.27530(N)    091 00 07.50725(W) AD(       ) 3
 ON0749  NAD 83(1986)-  43 45 23.27191(N)    091 00 07.50990(W) AD(       ) 3
 ON0749  NAD 27      -  43 45 23.38127(N)    091 00 07.04541(W) AD(       ) 3
 ON0749  NGVD 29 (07/19/86)  405.82   (m)         1331.4    (f) LEVELING    3  
 ON0749
 ON0749.Superseded values are not recommended for survey control.
 ON0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0749.See file dsdata.txt to determine how the superseded data were derived.
 ON0749
 ON0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ6083646764(NAD 83)
 ON0749_MARKER: DE = TRAVERSE STATION DISK
 ON0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0749_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ON0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0749+STABILITY: SURFACE MOTION
 ON0749
 ON0749  HISTORY     - Date     Condition        Report By
 ON0749  HISTORY     - 1962     MONUMENTED       USGS
 ON0749
 ON0749                          STATION DESCRIPTION
 ON0749
 ON0749'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 ON0749'ST. JOSEPH, 2.0 MI S. AND 2.0 MI E. OF.  T. 15 N., R. 5 W., NEAR
 ON0749'CENTER S. HALF SEC. 20.  27 FT. N. AND 32 FT. W. OF T - RD. N.  IN TOP
 ON0749'OF CONCRETE POST.  STANDARD TABLET STAMPED---ET 1 JA 1962---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0714 ***********************************************************************
 RM0714  DESIGNATION -  ET 1 JA
 RM0714  PID         -  RM0714
 RM0714  STATE/COUNTY-  WI/ASHLAND
 RM0714  USGS QUAD   -  OAK ISLAND (1975)
 RM0714
 RM0714                         *CURRENT SURVEY CONTROL
 RM0714  ___________________________________________________________________
 RM0714* NAD 83(1991)-  46 54 23.75095(N)    090 38 20.83797(W)     ADJUSTED  
 RM0714* NAVD 88     -       190.     (meters)     623.     (feet)  SCALED    
 RM0714  ___________________________________________________________________
 RM0714  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 RM0714  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 RM0714
 RM0714  HORZ ORDER  -  THIRD
 RM0714
 RM0714.The horizontal coordinates were established by classical geodetic methods
 RM0714.and adjusted by the National Geodetic Survey in March 1999..
 RM0714
 RM0714.The orthometric height was scaled from a topographic map.
 RM0714
 RM0714.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0714
 RM0714.The geoid height was determined by GEOID03.
 RM0714
 RM0714;                    North         East     Units Scale Factor Converg.
 RM0714;SPC WI N     -   193,590.087   551,305.452   MT  1.00002860   -0 27 39.8
 RM0714;SPC WI N     -   635,136.81  1,808,741.30   sFT  1.00002860   -0 27 39.8
 RM0714;UTM  15      - 5,197,490.462   679,796.364   MT  0.99999733   +1 43 28.1
 RM0714
 RM0714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0714!SPC WI N     -   0.99997518  x   1.00002860  =   1.00000378
 RM0714!UTM  15      -   0.99997518  x   0.99999733  =   0.99997251
 RM0714
 RM0714|---------------------------------------------------------------------|
 RM0714| PID    Reference Object                     Distance      Geod. Az  |
 RM0714|                                                           dddmmss.s |
 RM0714| CJ2820 ET 1 JA RM 1                                       27549     |
 RM0714| RM0716 STA 6                               APPROX. 7.3 KM 2763404.5 |
 RM0714|---------------------------------------------------------------------|
 RM0714
 RM0714                          SUPERSEDED SURVEY CONTROL
 RM0714
 RM0714  NAD 83(1991)-  46 54 23.75155(N)    090 38 20.83476(W) AD(       ) 3
 RM0714  NAD 83(1986)-  46 54 23.74485(N)    090 38 20.82893(W) AD(       ) 3
 RM0714  NAD 27      -  46 54 23.96110(N)    090 38 20.21920(W) AD(       ) 3
 RM0714
 RM0714.Superseded values are not recommended for survey control.
 RM0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0714.See file dsdata.txt to determine how the superseded data were derived.
 RM0714
 RM0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM7979697490(NAD 83)
 RM0714_MARKER: DE = TRAVERSE STATION DISK
 RM0714_SETTING: 66 = SET IN ROCK OUTCROP
 RM0714_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 RM0714
 RM0714  HISTORY     - Date     Condition        Report By
 RM0714  HISTORY     - 1963     MONUMENTED       USGS
 RM0714
 RM0714                          STATION DESCRIPTION
 RM0714
 RM0714'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 RM0714'STOCKTON ISLAND, NEAR SW. POINT OF STOCKTON ISLAND, T. 51 N., R. 2 W.,
 RM0714'NEAR CENTER SEC. 8, 600 FT W. OF LARGE FLAT ROCK PROTRUDING IN LAKE,
 RM0714'ABOUT 300 FT W. OF SMALL SAND BEACH, 13 FT S. AND 12 FT E. OF 5 FIVE
 RM0714'INCH MAPLE TREES IN A CLUSTER, 8 FT N. OF WATER AND 10 FT ABOVE THE
 RM0714'WATER, A STANDARD TABLET SET IN BEDROCK AND STAMPED---ET 1 JA 1963---.
 RM0714'PLANE AZIMUTH FROM STATION TO RM NO 1--95 49 05.  MICHIGAN
 RM0714'ISLAND LIGHT HOUSE ABOUT 7.0 MI DISTANT--S 70 DEG 09 MIN E.  REFERENCE
 RM0714'MARK NO. 1 IS 30 FT SE. OF 14 IN. SPRUCE TREE, 1.5 FT N. AND 2 FT W.
 RM0714'OF SE. COR. OF ROCK, 5 FT ABOVE WATER, 168.06 FT FROM STATION,
 RM0714'N 84 DEG 11 MIN W.  A STANDARD REFERENCE MARK TABLET SET IN BEDROCK
 RM0714'---RM 1 ET 1 JA 1963---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON1148 ***********************************************************************
 ON1148  DESIGNATION -  ET 10 JA
 ON1148  PID         -  ON1148
 ON1148  STATE/COUNTY-  WI/MONROE
 ON1148  USGS QUAD   -  WESTBY (1985)
 ON1148
 ON1148                         *CURRENT SURVEY CONTROL
 ON1148  ___________________________________________________________________
 ON1148* NAD 83(1991)-  43 44 57.73649(N)    090 52 14.01814(W)     ADJUSTED  
 ON1148* NAVD 88     -       406.1    (meters)    1332.     (feet)  VERTCON   
 ON1148  ___________________________________________________________________
 ON1148  LAPLACE CORR-          -7.89  (seconds)                    DEFLEC99
 ON1148  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 ON1148
 ON1148  HORZ ORDER  -  THIRD
 ON1148
 ON1148.The horizontal coordinates were established by classical geodetic methods
 ON1148.and adjusted by the National Geodetic Survey in March 1999..
 ON1148
 ON1148.The NAVD 88 height was computed by applying the VERTCON shift value to
 ON1148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ON1148
 ON1148.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1148
 ON1148.The geoid height was determined by GEOID03.
 ON1148
 ON1148;                    North         East     Units Scale Factor Converg.
 ON1148;SPC WI S     -   194,706.673   529,887.105   MT  0.99995098   -0 35 53.4
 ON1148;SPC WI S     -   638,800.14  1,738,471.28   sFT  0.99995098   -0 35 53.4
 ON1148;UTM  15      - 4,846,240.281   671,444.727   MT  0.99996154   +1 28 22.4
 ON1148
 ON1148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1148!SPC WI S     -   0.99994147  x   0.99995098  =   0.99989246
 ON1148!UTM  15      -   0.99994147  x   0.99996154  =   0.99990301
 ON1148
 ON1148:                Primary Azimuth Mark                     Grid Az
 ON1148:SPC WI S     -  STA 114                                  079 05 22.1
 ON1148:UTM  15      -  STA 114                                  077 01 06.3
 ON1148
 ON1148|---------------------------------------------------------------------|
 ON1148| PID    Reference Object                     Distance      Geod. Az  |
 ON1148|                                                           dddmmss.s |
 ON1148| ON1162 STA 114                             APPROX. 4.5 KM 0782928.7 |
 ON1148|---------------------------------------------------------------------|
 ON1148
 ON1148                          SUPERSEDED SURVEY CONTROL
 ON1148
 ON1148  NAD 83(1991)-  43 44 57.73634(N)    090 52 14.01798(W) AD(       ) 3
 ON1148  NAD 83(1986)-  43 44 57.73160(N)    090 52 14.01931(W) AD(       ) 3
 ON1148  NAD 27      -  43 44 57.83019(N)    090 52 13.56148(W) AD(       ) 3
 ON1148  NGVD 29 (07/19/86)  406.1    (m)         1332.     (f) VERT ANG       
 ON1148
 ON1148.Superseded values are not recommended for survey control.
 ON1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1148.See file dsdata.txt to determine how the superseded data were derived.
 ON1148
 ON1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7144546240(NAD 83)
 ON1148_MARKER: DE = TRAVERSE STATION DISK
 ON1148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1148_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ON1148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON1148+STABILITY: SURFACE MOTION
 ON1148
 ON1148  HISTORY     - Date     Condition        Report By
 ON1148  HISTORY     - 1962     MONUMENTED       USGS
 ON1148
 ON1148                          STATION DESCRIPTION
 ON1148
 ON1148'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 ON1148'WESTBY, 6.5 MI N. AND 0.6 MI W. OF.  T. 15 N., R. 4 W., NEAR QUARTER
 ON1148'COR. BETWEEN SECS. 28 AND 29.  235 FT. N. AND 18 FT. E. OF DRIVEWAY
 ON1148'E.  IN A CONCRETE POST.  STANDARD TABLET STAMPED---ET 10 JA 1962---.
 ON1148'BEARING TO WINDMILL ABOUT 1.0 MI DISTANT--S 79 DEG 53 MIN W.  BEARING
 ON1148'TO WINDMILL ABOUT 1.0 MI DISTANT--N 50 DEG 36 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON1146 ***********************************************************************
 ON1146  DESIGNATION -  ET 11 JA
 ON1146  PID         -  ON1146
 ON1146  STATE/COUNTY-  WI/MONROE
 ON1146  USGS QUAD   -  WESTBY (1985)
 ON1146
 ON1146                         *CURRENT SURVEY CONTROL
 ON1146  ___________________________________________________________________
 ON1146* NAD 83(1991)-  43 44 46.09499(N)    090 45 38.75063(W)     ADJUSTED  
 ON1146* NAVD 88     -       423.5    (meters)    1389.     (feet)  VERTCON   
 ON1146  ___________________________________________________________________
 ON1146  LAPLACE CORR-          -6.65  (seconds)                    DEFLEC99
 ON1146  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 ON1146
 ON1146  HORZ ORDER  -  THIRD
 ON1146
 ON1146.The horizontal coordinates were established by classical geodetic methods
 ON1146.and adjusted by the National Geodetic Survey in March 1999..
 ON1146
 ON1146.The NAVD 88 height was computed by applying the VERTCON shift value to
 ON1146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ON1146
 ON1146.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1146
 ON1146.The geoid height was determined by GEOID03.
 ON1146
 ON1146;                    North         East     Units Scale Factor Converg.
 ON1146;SPC WI S     -   194,260.916   538,726.318   MT  0.99995063   -0 31 21.8
 ON1146;SPC WI S     -   637,337.69  1,767,471.26   sFT  0.99995063   -0 31 21.8
 ON1146;UTM  15      - 4,846,114.284   680,294.539   MT  0.99999984   +1 32 55.6
 ON1146
 ON1146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1146!SPC WI S     -   0.99993880  x   0.99995063  =   0.99988943
 ON1146!UTM  15      -   0.99993880  x   0.99999984  =   0.99993864
 ON1146
 ON1146:                Primary Azimuth Mark                     Grid Az
 ON1146:SPC WI S     -  STA 116                                  078 27 02.6
 ON1146:UTM  15      -  STA 116                                  076 22 45.2
 ON1146
 ON1146|---------------------------------------------------------------------|
 ON1146| PID    Reference Object                     Distance      Geod. Az  |
 ON1146|                                                           dddmmss.s |
 ON1146| ON1145 STA 116                             APPROX. 0.6 KM 0775540.8 |
 ON1146|---------------------------------------------------------------------|
 ON1146
 ON1146                          SUPERSEDED SURVEY CONTROL
 ON1146
 ON1146  NAD 83(1991)-  43 44 46.09587(N)    090 45 38.75004(W) AD(       ) 3
 ON1146  NAD 83(1986)-  43 44 46.08924(N)    090 45 38.75127(W) AD(       ) 3
 ON1146  NAD 27      -  43 44 46.17581(N)    090 45 38.30496(W) AD(       ) 3
 ON1146  NGVD 29 (07/19/86)  423.5    (m)         1389.     (f) VERT ANG       
 ON1146
 ON1146.Superseded values are not recommended for survey control.
 ON1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1146.See file dsdata.txt to determine how the superseded data were derived.
 ON1146
 ON1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ8029546114(NAD 83)
 ON1146_MARKER: DE = TRAVERSE STATION DISK
 ON1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1146_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ON1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON1146+STABILITY: SURFACE MOTION
 ON1146
 ON1146  HISTORY     - Date     Condition        Report By
 ON1146  HISTORY     - 1962     MONUMENTED       USGS
 ON1146
 ON1146                          STATION DESCRIPTION
 ON1146
 ON1146'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 ON1146'CASHTON, 0.25 MI N. AND 1.0 MI E. OF.  T. 14 N., R. 3 W., NEAR THE
 ON1146'CENTER OF SEC. 29.  122 FT. N. AND 22 FT. W. OF DRIVEWAY W.  4 FT.
 ON1146'NNE. OF TELEPHONE POLE WITH GUY WIRE.  IN A CONCRETE POST.  STANDARD
 ON1146'TABLET STAMPED---ET 11 JA 1962---.  BEARING TO N. GABLE ON BARN ABOUT
 ON1146'0.5 MI DISTANT--S 06 DEG 27 MIN E.  BEARING TO WINDMILL ABOUT 0.75 MI
 ON1146'DISTANT--S 43 DEG 44 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON1120 ***********************************************************************
 ON1120  DESIGNATION -  ET 12 JA
 ON1120  PID         -  ON1120
 ON1120  STATE/COUNTY-  WI/MONROE
 ON1120  USGS QUAD   -  ST MARYS (1983)
 ON1120
 ON1120                         *CURRENT SURVEY CONTROL
 ON1120  ___________________________________________________________________
 ON1120* NAD 83(1991)-  43 45 01.54407(N)    090 38 49.96231(W)     ADJUSTED  
 ON1120* NAVD 88     -       406.1    (meters)    1332.     (feet)  VERTCON   
 ON1120  ___________________________________________________________________
 ON1120  LAPLACE CORR-          -6.36  (seconds)                    DEFLEC99
 ON1120  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 ON1120
 ON1120  HORZ ORDER  -  THIRD
 ON1120
 ON1120.The horizontal coordinates were established by classical geodetic methods
 ON1120.and adjusted by the National Geodetic Survey in March 1999..
 ON1120
 ON1120.The NAVD 88 height was computed by applying the VERTCON shift value to
 ON1120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ON1120
 ON1120.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1120
 ON1120.The geoid height was determined by GEOID03.
 ON1120
 ON1120;                    North         East     Units Scale Factor Converg.
 ON1120;SPC WI S     -   194,660.473   547,875.582   MT  0.99995109   -0 26 40.9
 ON1120;SPC WI S     -   638,648.57  1,797,488.47   sFT  0.99995109   -0 26 40.9
 ON1120;UTM  15      - 4,846,844.399   689,424.012   MT  1.00004136   +1 37 38.9
 ON1120
 ON1120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1120!SPC WI S     -   0.99994157  x   0.99995109  =   0.99989266
 ON1120!UTM  15      -   0.99994157  x   1.00004136  =   0.99998293
 ON1120
 ON1120:                Primary Azimuth Mark                     Grid Az
 ON1120:SPC WI S     -  STA 118                                  236 38 43.2
 ON1120:UTM  15      -  STA 118                                  234 34 23.4
 ON1120
 ON1120|---------------------------------------------------------------------|
 ON1120| PID    Reference Object                     Distance      Geod. Az  |
 ON1120|                                                           dddmmss.s |
 ON1120| ON1140 STA 118                             APPROX. 5.7 KM 2361202.3 |
 ON1120|---------------------------------------------------------------------|
 ON1120
 ON1120                          SUPERSEDED SURVEY CONTROL
 ON1120
 ON1120  NAD 83(1991)-  43 45 01.54495(N)    090 38 49.96101(W) AD(       ) 3
 ON1120  NAD 83(1986)-  43 45 01.53741(N)    090 38 49.96237(W) AD(       ) 3
 ON1120  NAD 27      -  43 45 01.62570(N)    090 38 49.53120(W) AD(       ) 3
 ON1120  NGVD 29 (07/19/86)  406.1    (m)         1332.     (f) VERT ANG       
 ON1120
 ON1120.Superseded values are not recommended for survey control.
 ON1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1120.See file dsdata.txt to determine how the superseded data were derived.
 ON1120
 ON1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ8942446844(NAD 83)
 ON1120_MARKER: DE = TRAVERSE STATION DISK
 ON1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1120_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ON1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON1120+STABILITY: SURFACE MOTION
 ON1120
 ON1120  HISTORY     - Date     Condition        Report By
 ON1120  HISTORY     - 1962     MONUMENTED       USGS
 ON1120
 ON1120                          STATION DESCRIPTION
 ON1120
 ON1120'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 ON1120'ONTARIO, 1.75 MI N. AND 2.75 MI W. OF.  T. 15 N., R. 2 W., NEAR CENTER
 ON1120'NW. QUARTER SEC. 29.  ABOUT 250 FT. SSW. OF LARGE TWO - STORY HOUSE.
 ON1120'234 FT. SSE. ALONG CENTER RD. FROM T - FENCE E. AND 85 FT. /WSW./
 ON1120'NORMAL TO RD.  1 FT. E. OF N. - S. FENCE LINE.  IN A CONCRETE POST.
 ON1120'STANDARD TABLET STAMPED--- ET 12 JA 1962---.  BEARING TO WINDMILL
 ON1120'ABOUT 4.0 MI DISTANT--S 56 DEG 10 MIN W.  BEARING TO CENTER OF CHIMNEY
 ON1120'ON HOUSE ABOUT 4.0 MI DISTANT--S 10 DEG 19 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON1138 ***********************************************************************
 ON1138  DESIGNATION -  ET 13 JA
 ON1138  PID         -  ON1138
 ON1138  STATE/COUNTY-  WI/VERNON
 ON1138  USGS QUAD   -  DELL (1983)
 ON1138
 ON1138                         *CURRENT SURVEY CONTROL
 ON1138  ___________________________________________________________________
 ON1138* NAD 83(1991)-  43 37 47.03249(N)    090 37 36.76584(W)     ADJUSTED  
 ON1138* NAVD 88     -       307.8    (meters)    1010.     (feet)  VERTCON   
 ON1138  ___________________________________________________________________
 ON1138  LAPLACE CORR-          -5.79  (seconds)                    DEFLEC99
 ON1138  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 ON1138
 ON1138  HORZ ORDER  -  THIRD
 ON1138
 ON1138.The horizontal coordinates were established by classical geodetic methods
 ON1138.and adjusted by the National Geodetic Survey in March 1999..
 ON1138
 ON1138.The NAVD 88 height was computed by applying the VERTCON shift value to
 ON1138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ON1138
 ON1138.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1138
 ON1138.The geoid height was determined by GEOID03.
 ON1138
 ON1138;                    North         East     Units Scale Factor Converg.
 ON1138;SPC WI S     -   181,238.817   549,412.248   MT  0.99994048   -0 25 50.6
 ON1138;SPC WI S     -   594,614.35  1,802,530.02   sFT  0.99994048   -0 25 50.6
 ON1138;UTM  15      - 4,833,485.676   691,444.775   MT  1.00005084   +1 38 16.6
 ON1138
 ON1138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1138!SPC WI S     -   0.99995700  x   0.99994048  =   0.99989748
 ON1138!UTM  15      -   0.99995700  x   1.00005084  =   1.00000784
 ON1138
 ON1138:                Primary Azimuth Mark                     Grid Az
 ON1138:SPC WI S     -  STA 122                                  258 58 12.6
 ON1138:UTM  15      -  STA 122                                  256 54 05.4
 ON1138
 ON1138|---------------------------------------------------------------------|
 ON1138| PID    Reference Object                     Distance      Geod. Az  |
 ON1138|                                                           dddmmss.s |
 ON1138| ON1133 STA 122                             APPROX. 4.9 KM 2583222.0 |
 ON1138|---------------------------------------------------------------------|
 ON1138
 ON1138                          SUPERSEDED SURVEY CONTROL
 ON1138
 ON1138  NAD 83(1991)-  43 37 47.03276(N)    090 37 36.76683(W) AD(       ) 3
 ON1138  NAD 83(1986)-  43 37 47.02499(N)    090 37 36.76677(W) AD(       ) 3
 ON1138  NAD 27      -  43 37 47.11063(N)    090 37 36.30691(W) AD(       ) 3
 ON1138  NGVD 29 (07/19/86)  307.8    (m)         1010.     (f) VERT ANG       
 ON1138
 ON1138.Superseded values are not recommended for survey control.
 ON1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1138.See file dsdata.txt to determine how the superseded data were derived.
 ON1138
 ON1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9144533486(NAD 83)
 ON1138_MARKER: DE = TRAVERSE STATION DISK
 ON1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1138_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ON1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON1138+STABILITY: SURFACE MOTION
 ON1138
 ON1138  HISTORY     - Date     Condition        Report By
 ON1138  HISTORY     - 1962     MONUMENTED       USGS
 ON1138
 ON1138                          STATION DESCRIPTION
 ON1138
 ON1138'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 ON1138'LAFARGE, 3.5 MI N. AND 0.25 MI E. OF.  T. 13 N., R. 2 W., NEAR CENTER
 ON1138'SW. QUARTER SEC. 4.  ON LONG PROMINENT RIDGE.  ABOUT 800 FT. SSW. OF
 ON1138'LARGE OUTCROP.  136 FT. S. AND 3 FT. W. OF CENTER OF FIELD RD. AT N. -
 ON1138'S. FENCE.  IN CONCRETE POST.  STANDARD TABLET STAMPED---ET 13 JA
 ON1138'1962.  BEARING TO LIGHTNING ROD ON BARN ABOUT 0.5 MI DISTANT--S 19 DEG
 ON1138'54 MIN E. BEARING TO WINDMILL ABOUT 3.0 MI DISTANT--S 30 DEG 03 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON1128 ***********************************************************************
 ON1128  DESIGNATION -  ET 14 JA
 ON1128  PID         -  ON1128
 ON1128  STATE/COUNTY-  WI/RICHLAND
 ON1128  USGS QUAD   -  WEST LIMA (1983)
 ON1128
 ON1128                         *CURRENT SURVEY CONTROL
 ON1128  ___________________________________________________________________
 ON1128* NAD 83(1991)-  43 30 22.09403(N)    090 30 10.78768(W)     ADJUSTED  
 ON1128* NAVD 88     -       385.6    (meters)    1265.     (feet)  VERTCON   
 ON1128  ___________________________________________________________________
 ON1128  LAPLACE CORR-          -6.78  (seconds)                    DEFLEC99
 ON1128  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 ON1128
 ON1128  HORZ ORDER  -  THIRD
 ON1128
 ON1128.The horizontal coordinates were established by classical geodetic methods
 ON1128.and adjusted by the National Geodetic Survey in March 1999..
 ON1128
 ON1128.The NAVD 88 height was computed by applying the VERTCON shift value to
 ON1128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ON1128
 ON1128.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1128
 ON1128.The geoid height was determined by GEOID03.
 ON1128
 ON1128;                    North         East     Units Scale Factor Converg.
 ON1128;SPC WI S     -   167,440.437   559,326.351   MT  0.99993422   -0 20 44.2
 ON1128;SPC WI S     -   549,344.17  1,835,056.54   sFT  0.99993422   -0 20 44.2
 ON1128;UTM  15      - 4,820,051.988   701,851.547   MT  1.00010120   +1 43 10.5
 ON1128
 ON1128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1128!SPC WI S     -   0.99994484  x   0.99993422  =   0.99987906
 ON1128!UTM  15      -   0.99994484  x   1.00010120  =   1.00004603
 ON1128
 ON1128                          SUPERSEDED SURVEY CONTROL
 ON1128
 ON1128  NAD 83(1991)-  43 30 22.09313(N)    090 30 10.78944(W) AD(       ) 3
 ON1128  NAD 83(1986)-  43 30 22.08539(N)    090 30 10.78885(W) AD(       ) 3
 ON1128  NAD 27      -  43 30 22.17455(N)    090 30 10.32707(W) AD(       ) 3
 ON1128  NGVD 29 (07/19/86)  385.6    (m)         1265.     (f) VERT ANG       
 ON1128
 ON1128.Superseded values are not recommended for survey control.
 ON1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1128.See file dsdata.txt to determine how the superseded data were derived.
 ON1128
 ON1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0185220052(NAD 83)
 ON1128_MARKER: DE = TRAVERSE STATION DISK
 ON1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1128_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ON1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON1128+STABILITY: SURFACE MOTION
 ON1128
 ON1128  HISTORY     - Date     Condition        Report By
 ON1128  HISTORY     - 1962     MONUMENTED       USGS
 ON1128
 ON1128                          STATION DESCRIPTION
 ON1128
 ON1128'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 ON1128'VIOLA, 0.25 MI S. AND 8.0 MI E. OF.  T. 12 N., R. 1 W., NEAR CENTER
 ON1128'NW. QUARTER SEC. 21.  19 FT. S. AND 14 FT. W. OF CENTER OF RD. AT W.
 ON1128'EDGE BARN ON S. SIDE RD.  IN CONCRETE POST.  STANDARD TABLET
 ON1128'STAMPED---ET 14 JA 1962---.  BEARING TO WINDMILL ABOUT 1.0 MI DISTANT
 ON1128'--N 58 DEG 07 MIN W.  BEARING TO CHURCH STEEPLE ABOUT 2.0 MI DISTANT-
 ON1128'S 68 DEG 07 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON1149 ***********************************************************************
 ON1149  DESIGNATION -  ET 15 JA
 ON1149  PID         -  ON1149
 ON1149  STATE/COUNTY-  WI/VERNON
 ON1149  USGS QUAD   -  WESTBY (1985)
 ON1149
 ON1149                         *CURRENT SURVEY CONTROL
 ON1149  ___________________________________________________________________
 ON1149* NAD 83(1991)-  43 37 55.57116(N)    090 52 22.46644(W)     ADJUSTED  
 ON1149* NAVD 88     -       393.2    (meters)    1290.     (feet)  VERTCON   
 ON1149  ___________________________________________________________________
 ON1149  LAPLACE CORR-          -8.40  (seconds)                    DEFLEC99
 ON1149  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 ON1149
 ON1149  HORZ ORDER  -  THIRD
 ON1149
 ON1149.The horizontal coordinates were established by classical geodetic methods
 ON1149.and adjusted by the National Geodetic Survey in March 1999..
 ON1149
 ON1149.The NAVD 88 height was computed by applying the VERTCON shift value to
 ON1149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ON1149
 ON1149.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1149
 ON1149.The geoid height was determined by GEOID03.
 ON1149
 ON1149;                    North         East     Units Scale Factor Converg.
 ON1149;SPC WI S     -   181,680.854   529,561.729   MT  0.99994065   -0 35 59.2
 ON1149;SPC WI S     -   596,064.60  1,737,403.77   sFT  0.99994065   -0 35 59.2
 ON1149;UTM  15      - 4,833,210.995   671,589.942   MT  0.99996217   +1 28 05.2
 ON1149
 ON1149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1149!SPC WI S     -   0.99994349  x   0.99994065  =   0.99988415
 ON1149!UTM  15      -   0.99994349  x   0.99996217  =   0.99990567
 ON1149
 ON1149:                Primary Azimuth Mark                     Grid Az
 ON1149:SPC WI S     -  STA 161                                  354 14 26.6
 ON1149:UTM  15      -  STA 161                                  352 10 22.2
 ON1149
 ON1149|---------------------------------------------------------------------|
 ON1149| PID    Reference Object                     Distance      Geod. Az  |
 ON1149|                                                           dddmmss.s |
 ON1149| ON1153 STA 161                             APPROX. 4.0 KM 3533827.4 |
 ON1149|---------------------------------------------------------------------|
 ON1149
 ON1149                          SUPERSEDED SURVEY CONTROL
 ON1149
 ON1149  NAD 83(1991)-  43 37 55.56981(N)    090 52 22.46549(W) AD(       ) 3
 ON1149  NAD 83(1986)-  43 37 55.56592(N)    090 52 22.46837(W) AD(       ) 3
 ON1149  NAD 27      -  43 37 55.66914(N)    090 52 22.01968(W) AD(       ) 3
 ON1149  NGVD 29 (07/19/86)  393.2    (m)         1290.     (f) VERT ANG       
 ON1149
 ON1149.Superseded values are not recommended for survey control.
 ON1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1149.See file dsdata.txt to determine how the superseded data were derived.
 ON1149
 ON1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7159033211(NAD 83)
 ON1149_MARKER: DE = TRAVERSE STATION DISK
 ON1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1149_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ON1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON1149+STABILITY: SURFACE MOTION
 ON1149
 ON1149  HISTORY     - Date     Condition        Report By
 ON1149  HISTORY     - 1962     MONUMENTED       USGS
 ON1149
 ON1149                          STATION DESCRIPTION
 ON1149
 ON1149'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 ON1149'WESTBY, 1.5 MI S. AND 0.8 MI W. OF.  T. 13 N., R. 4 W., NEAR CENTER OF
 ON1149'E. HALF SEC. 5.  56 FT. S. AND 13 FT. E. OF DRIVEWAY S.  2 FT. W. OF
 ON1149'ROW OF SMALL CEDAR TREES BETWEEN TWO HOUSES.  IN CONCRETE POST.  SET 1
 ON1149'INCH BELOW THE SURFACE OF GROUND.  STANDARD TABLET STAMPED---ET 15 JA
 ON1149'1962-. BEARING TO N CHURCH SPIRE OF TWO ABOUT 1.0 MI DISTANT-S 88 DEG
 ON1149'45 MIN E. BEARING TO WINDMILL ABOUT 1.0 MI DISTANT--S 56 DEG 27 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON1144 ***********************************************************************
 ON1144  DESIGNATION -  ET 16 JA
 ON1144  PID         -  ON1144
 ON1144  STATE/COUNTY-  WI/VERNON
 ON1144  USGS QUAD   -  WESTBY (1985)
 ON1144
 ON1144                         *CURRENT SURVEY CONTROL
 ON1144  ___________________________________________________________________
 ON1144* NAD 83(1991)-  43 38 07.93096(N)    090 45 01.54134(W)     ADJUSTED  
 ON1144* NAVD 88     -       394.5    (meters)    1294.     (feet)  VERTCON   
 ON1144  ___________________________________________________________________
 ON1144  LAPLACE CORR-          -6.01  (seconds)                    DEFLEC99
 ON1144  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 ON1144
 ON1144  HORZ ORDER  -  THIRD
 ON1144
 ON1144.The horizontal coordinates were established by classical geodetic methods
 ON1144.and adjusted by the National Geodetic Survey in March 1999..
 ON1144
 ON1144.The NAVD 88 height was computed by applying the VERTCON shift value to
 ON1144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ON1144
 ON1144.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1144
 ON1144.The geoid height was determined by GEOID03.
 ON1144
 ON1144;                    North         East     Units Scale Factor Converg.
 ON1144;SPC WI S     -   181,966.070   539,448.193   MT  0.99994089   -0 30 56.2
 ON1144;SPC WI S     -   597,000.35  1,769,839.61   sFT  0.99994089   -0 30 56.2
 ON1144;UTM  15      - 4,833,852.835   681,460.094   MT  1.00000503   +1 33 10.0
 ON1144
 ON1144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1144!SPC WI S     -   0.99994335  x   0.99994089  =   0.99988425
 ON1144!UTM  15      -   0.99994335  x   1.00000503  =   0.99994838
 ON1144
 ON1144:                Primary Azimuth Mark                     Grid Az
 ON1144:SPC WI S     -  STA 164                                  047 47 37.0
 ON1144:UTM  15      -  STA 164                                  045 43 30.8
 ON1144
 ON1144|---------------------------------------------------------------------|
 ON1144| PID    Reference Object                     Distance      Geod. Az  |
 ON1144|                                                           dddmmss.s |
 ON1144| ON1141 STA 164                             APPROX. 2.8 KM 0471640.8 |
 ON1144|---------------------------------------------------------------------|
 ON1144
 ON1144                          SUPERSEDED SURVEY CONTROL
 ON1144
 ON1144  NAD 83(1991)-  43 38 07.92931(N)    090 45 01.54001(W) AD(       ) 3
 ON1144  NAD 83(1986)-  43 38 07.92513(N)    090 45 01.54263(W) AD(       ) 3
 ON1144  NAD 27      -  43 38 08.03304(N)    090 45 01.10560(W) AD(       ) 3
 ON1144  NGVD 29 (07/19/86)  394.5    (m)         1294.     (f) VERT ANG       
 ON1144
 ON1144.Superseded values are not recommended for survey control.
 ON1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1144.See file dsdata.txt to determine how the superseded data were derived.
 ON1144
 ON1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ8146033853(NAD 83)
 ON1144_MARKER: DE = TRAVERSE STATION DISK
 ON1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1144_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ON1144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON1144+STABILITY: SURFACE MOTION
 ON1144
 ON1144  HISTORY     - Date     Condition        Report By
 ON1144  HISTORY     - 1962     MONUMENTED       USGS
 ON1144
 ON1144                          STATION DESCRIPTION
 ON1144
 ON1144'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 ON1144'WESTBY, 1.25 MI S. AND 5.5 MI E. OF.  T. 13 N., R. 3 W., NEAR N.
 ON1144'SIXTEENTH COR. BETWEEN SECS. 4 AND 5.  12 FT. N. AND 4 FT. E. OF
 ON1144'CENTER OF WIRE GATE IN N. - S. FENCE AND E. - W. FIELD RD.  STANDARD
 ON1144'TABLET IN CONCRETE POST STAMPED---ET 16 JA 1962---.  BEARING TO CUPOLA
 ON1144'ON LARGE RED BARN ABOUT 1.5 MI DISTANT-N 41 DEG 10 MIN E. BEARING TO
 ON1144'WINDMILL ABOUT 0.5 MI DISTANT--N 64 DEG 19 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON1151 ***********************************************************************
 ON1151  DESIGNATION -  ET 17 JA
 ON1151  PID         -  ON1151
 ON1151  STATE/COUNTY-  WI/VERNON
 ON1151  USGS QUAD   -  AVALANCHE (1985)
 ON1151
 ON1151                         *CURRENT SURVEY CONTROL
 ON1151  ___________________________________________________________________
 ON1151* NAD 83(1991)-  43 30 13.21046(N)    090 52 10.75905(W)     ADJUSTED  
 ON1151* NAVD 88     -       406.8    (meters)    1335.     (feet)  VERTCON   
 ON1151  ___________________________________________________________________
 ON1151  LAPLACE CORR-          -9.33  (seconds)                    DEFLEC99
 ON1151  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 ON1151
 ON1151  HORZ ORDER  -  THIRD
 ON1151
 ON1151.The horizontal coordinates were established by classical geodetic methods
 ON1151.and adjusted by the National Geodetic Survey in March 1999..
 ON1151
 ON1151.The NAVD 88 height was computed by applying the VERTCON shift value to
 ON1151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ON1151
 ON1151.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1151
 ON1151.The geoid height was determined by GEOID03.
 ON1151
 ON1151;                    North         East     Units Scale Factor Converg.
 ON1151;SPC WI S     -   167,410.334   529,675.335   MT  0.99993414   -0 35 51.2
 ON1151;SPC WI S     -   549,245.40  1,737,776.49   sFT  0.99993414   -0 35 51.2
 ON1151;UTM  15      - 4,818,953.470   672,217.993   MT  0.99996483   +1 28 00.8
 ON1151
 ON1151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1151!SPC WI S     -   0.99994134  x   0.99993414  =   0.99987548
 ON1151!UTM  15      -   0.99994134  x   0.99996483  =   0.99990617
 ON1151
 ON1151:                Primary Azimuth Mark                     Grid Az
 ON1151:SPC WI S     -  STA 169                                  087 26 15.3
 ON1151:UTM  15      -  STA 169                                  085 22 23.3
 ON1151
 ON1151|---------------------------------------------------------------------|
 ON1151| PID    Reference Object                     Distance      Geod. Az  |
 ON1151|                                                           dddmmss.s |
 ON1151| ON1150 STA 169                             APPROX. 9.3 KM 0865024.1 |
 ON1151|---------------------------------------------------------------------|
 ON1151
 ON1151                          SUPERSEDED SURVEY CONTROL
 ON1151
 ON1151  NAD 83(1991)-  43 30 13.21020(N)    090 52 10.76255(W) AD(       ) 3
 ON1151  NAD 83(1986)-  43 30 13.20454(N)    090 52 10.76214(W) AD(       ) 3
 ON1151  NAD 27      -  43 30 13.28383(N)    090 52 10.25812(W) AD(       ) 3
 ON1151  NGVD 29 (07/19/86)  406.8    (m)         1335.     (f) VERT ANG       
 ON1151
 ON1151.Superseded values are not recommended for survey control.
 ON1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1151.See file dsdata.txt to determine how the superseded data were derived.
 ON1151
 ON1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7221818953(NAD 83)
 ON1151_MARKER: DE = TRAVERSE STATION DISK
 ON1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1151_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ON1151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON1151+STABILITY: SURFACE MOTION
 ON1151
 ON1151  HISTORY     - Date     Condition        Report By
 ON1151  HISTORY     - 1962     MONUMENTED       USGS
 ON1151
 ON1151                          STATION DESCRIPTION
 ON1151
 ON1151'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 ON1151'VIROQUA, 3.75 MI S. AND 1.0 MI E. OF.  T. 12 N., R. 4 W., NEAR QUARTER
 ON1151'COR. BETWEEN SECS. 20 AND 21.  69 FT. SE. ALONG HWY. AND 44 FT. SW.
 ON1151'/NORMAL/ TO HWY. FROM CENTER OF HWY. AT DRIVEWAY SSW.  UNDER S. RIGHT
 ON1151'- OF - WAY FENCE.  IN CONCRETE POST.  STANDARD TABLET STAMPED---ET 17
 ON1151'JA 1962---.  BEARING TO CHIMNEY ON SCHOOLHOUSE ABOUT 3.0 MI DISTANT--
 ON1151'N 57 DEG 02 MIN E. BEARING TO CUPOLA ON RED BARN ABOUT 2.0 MI DISTANT-
 ON1151'N 89 DEG 55 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON1101 ***********************************************************************
 ON1101  DESIGNATION -  ET 18 JA
 ON1101  PID         -  ON1101
 ON1101  STATE/COUNTY-  WI/VERNON
 ON1101  USGS QUAD   -  READSTOWN (1983)
 ON1101
 ON1101                         *CURRENT SURVEY CONTROL
 ON1101  ___________________________________________________________________
 ON1101* NAD 83(1991)-  43 29 54.29269(N)    090 45 12.07061(W)     ADJUSTED  
 ON1101* NAVD 88     -       361.4    (meters)    1186.     (feet)  VERTCON   
 ON1101  ___________________________________________________________________
 ON1101  LAPLACE CORR-          -7.64  (seconds)                    DEFLEC99
 ON1101  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 ON1101
 ON1101  HORZ ORDER  -  THIRD
 ON1101
 ON1101.The horizontal coordinates were established by classical geodetic methods
 ON1101.and adjusted by the National Geodetic Survey in March 1999..
 ON1101
 ON1101.The NAVD 88 height was computed by applying the VERTCON shift value to
 ON1101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ON1101
 ON1101.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1101
 ON1101.The geoid height was determined by GEOID03.
 ON1101
 ON1101;                    North         East     Units Scale Factor Converg.
 ON1101;SPC WI S     -   166,735.034   539,074.573   MT  0.99993398   -0 31 03.5
 ON1101;SPC WI S     -   547,029.86  1,768,613.83   sFT  0.99993398   -0 31 03.5
 ON1101;UTM  15      - 4,818,617.190   681,635.938   MT  1.00000583   +1 32 48.7
 ON1101
 ON1101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1101!SPC WI S     -   0.99994853  x   0.99993398  =   0.99988251
 ON1101!UTM  15      -   0.99994853  x   1.00000583  =   0.99995436
 ON1101
 ON1101:                Primary Azimuth Mark                     Grid Az
 ON1101:SPC WI S     -  STA 169                                  355 36 49.3
 ON1101:UTM  15      -  STA 169                                  353 32 57.1
 ON1101
 ON1101|---------------------------------------------------------------------|
 ON1101| PID    Reference Object                     Distance      Geod. Az  |
 ON1101|                                                           dddmmss.s |
 ON1101| ON1150 STA 169                             APPROX. 1.1 KM 3550545.8 |
 ON1101|---------------------------------------------------------------------|
 ON1101
 ON1101                          SUPERSEDED SURVEY CONTROL
 ON1101
 ON1101  NAD 83(1991)-  43 29 54.29124(N)    090 45 12.07356(W) AD(       ) 3
 ON1101  NAD 83(1986)-  43 29 54.28594(N)    090 45 12.07319(W) AD(       ) 3
 ON1101  NAD 27      -  43 29 54.38000(N)    090 45 11.58234(W) AD(       ) 3
 ON1101  NGVD 29 (07/19/86)  361.4    (m)         1186.     (f) VERT ANG       
 ON1101
 ON1101.Superseded values are not recommended for survey control.
 ON1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1101.See file dsdata.txt to determine how the superseded data were derived.
 ON1101
 ON1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ8163618617(NAD 83)
 ON1101_MARKER: DE = TRAVERSE STATION DISK
 ON1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1101_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ON1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON1101+STABILITY: SURFACE MOTION
 ON1101
 ON1101  HISTORY     - Date     Condition        Report By
 ON1101  HISTORY     - 1962     MONUMENTED       USGS
 ON1101
 ON1101                          STATION DESCRIPTION
 ON1101
 ON1101'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 ON1101'VIOLA, 0.75 MI S. AND 4.25 MI W. OF.  T. 12 N., R. 3 W., NEAR CENTER
 ON1101'OF SW. QUARTER SEC. 20.  9 FT. S. OF SW. COR. OF FARMHOUSE.  IN
 ON1101'CONCRETE POST.  SET 4 INCHES BELOW GROUND SURFACE.  STANDARD TABLET
 ON1101'STAMPED---ET 18 JA 1962---.  BEARING TO WINDMILL ABOUT 1.5 MI DISTANT
 ON1101'N 77 DEG E.  BEARING TO CUPOLA ON BARN ABOUT 2.0 MI DISTANT-N 82 DEG
 ON1101'01 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0767 ***********************************************************************
 ON0767  DESIGNATION -  ET 2 JA
 ON0767  PID         -  ON0767
 ON0767  STATE/COUNTY-  WI/LA CROSSE
 ON0767  USGS QUAD   -  COON VALLEY (1983)
 ON0767
 ON0767                         *CURRENT SURVEY CONTROL
 ON0767  ___________________________________________________________________
 ON0767* NAD 83(1991)-  43 44 23.56132(N)    091 06 55.54205(W)     ADJUSTED  
 ON0767* NAVD 88     -       380.8    (meters)    1249.     (feet)  VERTCON   
 ON0767  ___________________________________________________________________
 ON0767  LAPLACE CORR-          -7.71  (seconds)                    DEFLEC99
 ON0767  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 ON0767
 ON0767  HORZ ORDER  -  THIRD
 ON0767
 ON0767.The horizontal coordinates were established by classical geodetic methods
 ON0767.and adjusted by the National Geodetic Survey in March 1999..
 ON0767
 ON0767.The NAVD 88 height was computed by applying the VERTCON shift value to
 ON0767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ON0767
 ON0767.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0767
 ON0767.The geoid height was determined by GEOID03.
 ON0767
 ON0767;                    North         East     Units Scale Factor Converg.
 ON0767;SPC WI S     -   193,886.908   510,152.974   MT  0.99994998   -0 45 59.1
 ON0767;SPC WI S     -   636,110.63  1,673,726.88   sFT  0.99994998   -0 45 59.1
 ON0767;UTM  15      - 4,844,708.177   651,753.661   MT  0.99988326   +1 18 11.6
 ON0767
 ON0767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0767!SPC WI S     -   0.99994531  x   0.99994998  =   0.99989529
 ON0767!UTM  15      -   0.99994531  x   0.99988326  =   0.99982857
 ON0767
 ON0767:                Primary Azimuth Mark                     Grid Az
 ON0767:SPC WI S     -  ST JOSEPH CHURCH SPIRE                   051 23 50.5
 ON0767:UTM  15      -  ST JOSEPH CHURCH SPIRE                   049 19 39.8
 ON0767
 ON0767|---------------------------------------------------------------------|
 ON0767| PID    Reference Object                     Distance      Geod. Az  |
 ON0767|                                                           dddmmss.s |
 ON0767| ON0746 ST JOSEPH CHURCH SPIRE              APPROX. 8.3 KM 0503751.4 |
 ON0767| ON0749 ET 1 JA                             APPROX. 9.3 KM 0783250.5 |
 ON0767|---------------------------------------------------------------------|
 ON0767
 ON0767                          SUPERSEDED SURVEY CONTROL
 ON0767
 ON0767  NAD 83(1991)-  43 44 23.55999(N)    091 06 55.54218(W) AD(       ) 3
 ON0767  NAD 83(1986)-  43 44 23.55640(N)    091 06 55.54450(W) AD(       ) 3
 ON0767  NAD 27      -  43 44 23.66803(N)    091 06 55.06883(W) AD(       ) 3
 ON0767  NGVD 29 (07/19/86)  380.8    (m)         1249.     (f) VERT ANG       
 ON0767
 ON0767.Superseded values are not recommended for survey control.
 ON0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0767.See file dsdata.txt to determine how the superseded data were derived.
 ON0767
 ON0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ5175444708(NAD 83)
 ON0767_MARKER: DE = TRAVERSE STATION DISK
 ON0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0767_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ON0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0767+STABILITY: SURFACE MOTION
 ON0767
 ON0767  HISTORY     - Date     Condition        Report By
 ON0767  HISTORY     - 1962     MONUMENTED       USGS
 ON0767
 ON0767                          STATION DESCRIPTION
 ON0767
 ON0767'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 ON0767'ST. JOSEPH, 3.0 MI S. AND 4.0 MI W. OF.  T. 15 N., R. 6 W., NEAR
 ON0767'QUARTER COR. BETWEEN SECS. 29 AND 32.  - FT. N. AND 1 FT. W. OF CENTER
 ON0767'OF RD. AT FENCE N.  IN LINE WITH T - FENCE WNW. IN CONCRETE POST.  A
 ON0767'STANDARD TABLET STAMPED---ET 2 JA 1962---.  BEARING TO WINDMILL ABOUT
 ON0767'4.0 MI DISTANT--N 70 DEG 47 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0638 ***********************************************************************
 RM0638  DESIGNATION -  ET 2 JA
 RM0638  PID         -  RM0638
 RM0638  STATE/COUNTY-  WI/ASHLAND
 RM0638  USGS QUAD   -  MICHIGAN ISLAND (1963)
 RM0638
 RM0638                         *CURRENT SURVEY CONTROL
 RM0638  ___________________________________________________________________
 RM0638* NAD 83(1991)-  46 59 36.63300(N)    090 27 57.28400(W)     ADJUSTED  
 RM0638* NAVD 88     -       195.     (meters)     640.     (feet)  SCALED    
 RM0638  ___________________________________________________________________
 RM0638  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 RM0638  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 RM0638
 RM0638  HORZ ORDER  -  THIRD
 RM0638
 RM0638.The horizontal coordinates were established by classical geodetic methods
 RM0638.and adjusted by the National Geodetic Survey in March 1999..
 RM0638
 RM0638.The orthometric height was scaled from a topographic map.
 RM0638
 RM0638.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0638
 RM0638.The geoid height was determined by GEOID03.
 RM0638
 RM0638;                    North         East     Units Scale Factor Converg.
 RM0638;SPC WI N     -   203,160.454   564,558.742   MT  1.00004940   -0 20 09.9
 RM0638;SPC WI N     -   666,535.59  1,852,223.14   sFT  1.00004940   -0 20 09.9
 RM0638;UTM  15      - 5,207,559.632   692,674.518   MT  1.00005629   +1 51 13.3
 RM0638
 RM0638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0638!SPC WI N     -   0.99997439  x   1.00004940  =   1.00002379
 RM0638!UTM  15      -   0.99997439  x   1.00005629  =   1.00003068
 RM0638
 RM0638:                Primary Azimuth Mark                     Grid Az
 RM0638:SPC WI N     -  GULL IS LT                               169 36 04.7
 RM0638:UTM  15      -  GULL IS LT                               167 24 41.5
 RM0638
 RM0638|---------------------------------------------------------------------|
 RM0638| PID    Reference Object                     Distance      Geod. Az  |
 RM0638|                                                           dddmmss.s |
 RM0638| RM0637 GULL IS LT                          APPROX. 9.8 KM 1691554.8 |
 RM0638| CJ2489 ET 2 JA RM 1                                       35854     |
 RM0638|---------------------------------------------------------------------|
 RM0638
 RM0638                          SUPERSEDED SURVEY CONTROL
 RM0638
 RM0638  NAD 83(1991)-  46 59 36.63341(N)    090 27 57.27950(W) AD(       ) 3
 RM0638  NAD 83(1986)-  46 59 36.62657(N)    090 27 57.27394(W) AD(       ) 3
 RM0638  NAD 27      -  46 59 36.84977(N)    090 27 56.68286(W) AD(       ) 3
 RM0638
 RM0638.Superseded values are not recommended for survey control.
 RM0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0638.See file dsdata.txt to determine how the superseded data were derived.
 RM0638
 RM0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN9267507560(NAD 83)
 RM0638_MARKER: DE = TRAVERSE STATION DISK
 RM0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0638
 RM0638  HISTORY     - Date     Condition        Report By
 RM0638  HISTORY     - 1963     MONUMENTED       USGS
 RM0638
 RM0638                          STATION DESCRIPTION
 RM0638
 RM0638'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 RM0638'OUTER ISLAND, NEAR SW. POINT, ALSO NEAR SW. POINT OF TIMBER, T. 52 N.,
 RM0638'R. 1 W., NEAR CENTER SEC. 10, 145 FT N. OF WATERLINE, 71 FT N. OF 10
 RM0638'FT BANK, 35 FT WNW. OF 36 IN. PINE TREE BROKEN OFF 20 FT ABOVE THE
 RM0638'GROUND, 23 FT W. OF 24 IN. PINE TREE, 226 FT SSE. OF SW. COR. OF OLD
 RM0638'SHACK, IN CONCRETE POST.  STANDARD TABLET STAMPED---ET 2 JA 1963---.
 RM0638'REFERENCE MARK NO. 1 IS 30 FT W. OF EDGE OF TIMBER ON TOP OF SMALL
 RM0638'SAND RIDGE, 13 FT E. OF LONE 24 IN. PINE TREE, 184.52 FT FROM STATION
 RM0638'N 01 DEG 06 MIN W, IN CONCRETE POST.  STANDARD TABLET STAMPED---
 RM0638'RM 1 ET 2 JA 1963---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0759 ***********************************************************************
 ON0759  DESIGNATION -  ET 21 GHC
 ON0759  PID         -  ON0759
 ON0759  STATE/COUNTY-  WI/LA CROSSE
 ON0759  USGS QUAD   -  LA CROSSE (1993)
 ON0759
 ON0759                         *CURRENT SURVEY CONTROL
 ON0759  ___________________________________________________________________
 ON0759* NAD 83(1991)-  43 45 47.30478(N)    091 12 32.44765(W)     ADJUSTED  
 ON0759* NAVD 88     -       195.93   (+/-2cm)     642.8    (feet)  VERTCON   
 ON0759  ___________________________________________________________________
 ON0759  LAPLACE CORR-          -6.75  (seconds)                    DEFLEC99
 ON0759  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 ON0759
 ON0759  HORZ ORDER  -  THIRD
 ON0759  VERT ORDER  -  THIRD ? (See Below)
 ON0759
 ON0759.The horizontal coordinates were established by classical geodetic methods
 ON0759.and adjusted by the National Geodetic Survey in March 1999..
 ON0759
 ON0759.The NAVD 88 height was computed by applying the VERTCON shift value to
 ON0759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ON0759.The vertical order pertains to the NGVD 29 superseded value.
 ON0759
 ON0759.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0759
 ON0759.The geoid height was determined by GEOID03.
 ON0759
 ON0759;                    North         East     Units Scale Factor Converg.
 ON0759;SPC WI S     -   196,576.163   502,652.750   MT  0.99995246   -0 49 50.6
 ON0759;SPC WI S     -   644,933.63  1,649,119.90   sFT  0.99995246   -0 49 50.6
 ON0759;UTM  15      - 4,847,124.610   644,161.830   MT  0.99985563   +1 14 20.4
 ON0759
 ON0759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0759!SPC WI S     -   0.99997426  x   0.99995246  =   0.99992672
 ON0759!UTM  15      -   0.99997426  x   0.99985563  =   0.99982989
 ON0759
 ON0759                          SUPERSEDED SURVEY CONTROL
 ON0759
 ON0759  NAD 83(1991)-  43 45 47.30344(N)    091 12 32.44757(W) AD(       ) 3
 ON0759  NAD 83(1986)-  43 45 47.29956(N)    091 12 32.44896(W) AD(       ) 3
 ON0759  NAD 27      -  43 45 47.41447(N)    091 12 31.97121(W) AD(       ) 3
 ON0759  NGVD 29 (07/19/86)  195.94   (m)          642.8    (f) LEVELING    3  
 ON0759
 ON0759.Superseded values are not recommended for survey control.
 ON0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0759.See file dsdata.txt to determine how the superseded data were derived.
 ON0759
 ON0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ4416247125(NAD 83)
 ON0759_MARKER: DE = TRAVERSE STATION DISK
 ON0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0759_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ON0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0759+STABILITY: SURFACE MOTION
 ON0759
 ON0759  HISTORY     - Date     Condition        Report By
 ON0759  HISTORY     - 1961     MONUMENTED       USGS
 ON0759  HISTORY     - 20030520 MARK NOT FOUND   USPSQD
 ON0759
 ON0759                          STATION DESCRIPTION
 ON0759
 ON0759'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 ON0759'LA CROSSE, 2.5 MI S. AND 2.2 MI E. OF.  T. 15 N., R. 7 W., NEAR
 ON0759'QUARTER COR. BETWEEN SECS. 21 AND 22.  285 FT. NW. OF A BRIDGE OVER
 ON0759'RR. TRACKS.  45 FT. N. AND 92 FT. W. OF CENTER OF U. S. HWYS. 14, 61,
 ON0759'AND STATE HWY. 35 AT T - DRIVE W.  1 FT SE. OF A POWER POLE.  STANDARD
 ON0759'TABLET IN CONCRETE POST STAMPED---21 GHC 1961 643 ET---.
 ON0759
 ON0759                          STATION RECOVERY (2003)
 ON0759
 ON0759'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 ON0759'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0772 ***********************************************************************
 RM0772  DESIGNATION -  ET 22 WMC
 RM0772  PID         -  RM0772
 RM0772  STATE/COUNTY-  WI/BAYFIELD
 RM0772  USGS QUAD   -  BAYFIELD (1975)
 RM0772
 RM0772                         *CURRENT SURVEY CONTROL
 RM0772  ___________________________________________________________________
 RM0772* NAD 83(1991)-  46 48 36.31675(N)    090 48 41.06606(W)     ADJUSTED  
 RM0772* NAVD 88     -       195.2    (meters)     640.     (feet)  VERTCON   
 RM0772  ___________________________________________________________________
 RM0772  LAPLACE CORR-          -4.93  (seconds)                    DEFLEC99
 RM0772  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 RM0772
 RM0772  HORZ ORDER  -  THIRD
 RM0772  VERT ORDER  -  THIRD ? (See Below)
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 RM0772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RM0772.The vertical order pertains to the NGVD 29 superseded value.
 RM0772
 RM0772.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0772
 RM0772.The geoid height was determined by GEOID03.
 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     -   0.99997438  x   1.00000823  =   0.99998261
 RM0772!UTM  15      -   0.99997438  x   0.99994269  =   0.99991708
 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|---------------------------------------------------------------------|
 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  NGVD 29 (07/19/86)  195.1    (m)          640.     (f) LEVELING    3  
 RM0772
 RM0772.Superseded values are not recommended for survey control.
 RM0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0772.See file dsdata.txt to determine how the superseded data were derived.
 RM0772
 RM0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6697586386(NAD 83)
 RM0772_MARKER: DD = SURVEY DISK
 RM0772_SETTING: 0 = UNSPECIFIED SETTING
 RM0772_SP_SET: PIER
 RM0772_STAMPING: 22 WMC 1963 607 ET
 RM0772_MARK LOGO: USGS  
 RM0772_MAGNETIC: N = NO MAGNETIC MATERIAL
 RM0772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0772+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2002
 RM0772
 RM0772  HISTORY     - Date     Condition        Report By
 RM0772  HISTORY     - 1963     MONUMENTED       USGS
 RM0772  HISTORY     - 20020730 GOOD             USPSQD
 RM0772
 RM0772                          STATION DESCRIPTION
 RM0772
 RM0772'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 RM0772'BAYFIELD, AT N. BREAKWATER PIER ENTRANCE TO BAYFIELD HARBOR, T. 50 N.,
 RM0772'R. 4 W., NEAR THE CENTER SEC. 13, 7 FT S. AND 2 FT E. OF FLASHING RED
 RM0772'LIGHT VISIBLE 6.0 MI, A STANDARD TABLET SET IN THE PIER AND STAMPED---
 RM0772'22 WMC 1963 607 ET---.  FROM STATION TO REFERENCE MARK NO. 1--
 RM0772'S 05 DEG 29 MIN W.  REFERENCE MARK NO. 1 IS 7 FT N. AND 1 FT W. OF
 RM0772'FLASHING WHITE LIGHT VISIBLE 12.0 MILES 168.57 FT FROM STATION
 RM0772'S 05 DEG 29 MIN W.  A STANDARD REFERENCE MARK TABLET SET IN PIER AND
 RM0772'STAMPED---RM 1 ET 22 WMC 1963---.
 RM0772
 RM0772                          STATION RECOVERY (2002)
 RM0772
 RM0772'RECOVERY NOTE BY US POWER SQUADRON 2002
 RM0772'RECOVERED AS DESCRIBED
 RM0772'NOTE MARKER IS ALSO PID RMO769. THE TWO PID'S ARE DUPLICATES OF THE
 RM0772'SAME MARKER. PID RM0769 HAS THE MOST ACCURATE DESCRIPTION FOR LOCATING
 RM0772'THE MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0745 ***********************************************************************
 ON0745  DESIGNATION -  ET 3 JA
 ON0745  PID         -  ON0745
 ON0745  STATE/COUNTY-  WI/LA CROSSE
 ON0745  USGS QUAD   -  WEST SALEM (1993)
 ON0745
 ON0745                         *CURRENT SURVEY CONTROL
 ON0745  ___________________________________________________________________
 ON0745* NAD 83(1991)-  43 53 05.38010(N)    091 06 04.20015(W)     ADJUSTED  
 ON0745* NAVD 88     -       225.5    (meters)     740.     (feet)  VERTCON   
 ON0745  ___________________________________________________________________
 ON0745  LAPLACE CORR-          -7.30  (seconds)                    DEFLEC99
 ON0745  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 ON0745
 ON0745  HORZ ORDER  -  THIRD
 ON0745
 ON0745.The horizontal coordinates were established by classical geodetic methods
 ON0745.and adjusted by the National Geodetic Survey in March 1999..
 ON0745
 ON0745.The NAVD 88 height was computed by applying the VERTCON shift value to
 ON0745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ON0745
 ON0745.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0745
 ON0745.The geoid height was determined by GEOID03.
 ON0745
 ON0745;                    North         East     Units Scale Factor Converg.
 ON0745;SPC WI S     -   209,974.719   511,514.333   MT  0.99996813   -0 45 23.8
 ON0745;SPC WI S     -   688,892.06  1,678,193.27   sFT  0.99996813   -0 45 23.8
 ON0745;UTM  15      - 4,860,833.491   652,532.584   MT  0.99988617   +1 18 59.6
 ON0745
 ON0745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0745!SPC WI S     -   0.99996969  x   0.99996813  =   0.99993782
 ON0745!UTM  15      -   0.99996969  x   0.99988617  =   0.99985586
 ON0745
 ON0745:                Primary Azimuth Mark                     Grid Az
 ON0745:SPC WI S     -  STA 20                                   062 46 11.8
 ON0745:UTM  15      -  STA 20                                   060 41 48.4
 ON0745
 ON0745|---------------------------------------------------------------------|
 ON0745| PID    Reference Object                     Distance      Geod. Az  |
 ON0745|                                                           dddmmss.s |
 ON0745| ON0744 STA 20                              APPROX. 1.3 KM 0620048.0 |
 ON0745|---------------------------------------------------------------------|
 ON0745
 ON0745                          SUPERSEDED SURVEY CONTROL
 ON0745
 ON0745  NAD 83(1991)-  43 53 05.37965(N)    091 06 04.19985(W) AD(       ) 3
 ON0745  NAD 83(1986)-  43 53 05.37621(N)    091 06 04.20223(W) AD(       ) 3
 ON0745  NAD 27      -  43 53 05.48886(N)    091 06 03.72923(W) AD(       ) 3
 ON0745  NGVD 29 (07/19/86)  225.5    (m)          740.     (f) VERT ANG       
 ON0745
 ON0745.Superseded values are not recommended for survey control.
 ON0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0745.See file dsdata.txt to determine how the superseded data were derived.
 ON0745
 ON0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ5253360833(NAD 83)
 ON0745_MARKER: DE = TRAVERSE STATION DISK
 ON0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0745_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ON0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0745+STABILITY: SURFACE MOTION
 ON0745
 ON0745  HISTORY     - Date     Condition        Report By
 ON0745  HISTORY     - 1962     MONUMENTED       USGS
 ON0745
 ON0745                          STATION DESCRIPTION
 ON0745
 ON0745'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 ON0745'WEST SALEM, 0.75 MI S. AND 1.25 MI W. OF.  T. 16 N., R. 6 W., NEAR
 ON0745'QUARTER COR. BETWEEN SECS. 4 AND 9.  33 FT. N. AND 32 FT. E. OF.  T -
 ON0745'RD. N.  IN TOP OF A CONCRETE POST.  A STANDARD TABLET STAMPED---ET 3
 ON0745'JA 1962---.  BEARING TO RADIO TOWER ABOUT 6.0 MI DISTANT--N 21 DEG 29
 ON0745'MIN W.  BEARING TO WINDMILL ABOUT 0.2 MI DISTANT--N 88 DEG 09 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SH0714 ***********************************************************************
 SH0714  DESIGNATION -  ET 3 JA
 SH0714  PID         -  SH0714
 SH0714  STATE/COUNTY-  WI/ASHLAND
 SH0714  USGS QUAD   -  ROCKY ISLAND (1975)
 SH0714
 SH0714                         *CURRENT SURVEY CONTROL
 SH0714  ___________________________________________________________________
 SH0714* NAD 83(1991)-  47 03 45.19015(N)    090 43 35.98228(W)     ADJUSTED  
 SH0714* NAVD 88     -       198.     (meters)     650.     (feet)  SCALED    
 SH0714  ___________________________________________________________________
 SH0714  LAPLACE CORR-          -5.80  (seconds)                    DEFLEC99
 SH0714  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 SH0714
 SH0714  HORZ ORDER  -  THIRD
 SH0714
 SH0714.The horizontal coordinates were established by classical geodetic methods
 SH0714.and adjusted by the National Geodetic Survey in March 1999..
 SH0714
 SH0714.The orthometric height was scaled from a topographic map.
 SH0714
 SH0714.The Laplace correction was computed from DEFLEC99 derived deflections.
 SH0714
 SH0714.The geoid height was determined by GEOID03.
 SH0714
 SH0714;                    North         East     Units Scale Factor Converg.
 SH0714;SPC WI N     -   210,985.167   544,794.591   MT  1.00006758   -0 31 27.1
 SH0714;SPC WI N     -   692,207.17  1,787,380.25   sFT  1.00006758   -0 31 27.1
 SH0714;UTM  15      - 5,214,623.253   672,626.830   MT  0.99996626   +1 39 53.0
 SH0714
 SH0714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SH0714!SPC WI N     -   0.99997383  x   1.00006758  =   1.00004141
 SH0714!UTM  15      -   0.99997383  x   0.99996626  =   0.99994009
 SH0714
 SH0714:                Primary Azimuth Mark                     Grid Az
 SH0714:SPC WI N     -  STA 10                                   092 36 53.1
 SH0714:UTM  15      -  STA 10                                   090 25 33.0
 SH0714
 SH0714|---------------------------------------------------------------------|
 SH0714| PID    Reference Object                     Distance      Geod. Az  |
 SH0714|                                                           dddmmss.s |
 SH0714| SH0711 STA 10                              APPROX.10.4 KM 0920526.0 |
 SH0714| CJ2490 ET 3 JA RM 1                                       35514     |
 SH0714|---------------------------------------------------------------------|
 SH0714
 SH0714                          SUPERSEDED SURVEY CONTROL
 SH0714
 SH0714  NAD 83(1991)-  47 03 45.19101(N)    090 43 35.97903(W) AD(       ) 3
 SH0714  NAD 83(1986)-  47 03 45.18361(N)    090 43 35.97317(W) AD(       ) 3
 SH0714  NAD 27      -  47 03 45.43590(N)    090 43 35.33793(W) AD(       ) 3
 SH0714
 SH0714.Superseded values are not recommended for survey control.
 SH0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SH0714.See file dsdata.txt to determine how the superseded data were derived.
 SH0714
 SH0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN7262714623(NAD 83)
 SH0714_MARKER: DE = TRAVERSE STATION DISK
 SH0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SH0714
 SH0714  HISTORY     - Date     Condition        Report By
 SH0714  HISTORY     - 1963     MONUMENTED       USGS
 SH0714
 SH0714                          STATION DESCRIPTION
 SH0714
 SH0714'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 SH0714'DEVILS ISLAND, NEAR S. END OF, T. 53 N., R. 3 W., NEAR CENTER S. SIDE
 SH0714'SEC. 15, ABOUT 260 FT E. OF S. END OF DOCK ON HIGH BANK AND HIGHEST
 SH0714'POINT OF LAND ON S. END OF ISLAND, 22 FT N. AND 22 FT E. OF WHERE BANK
 SH0714'BREAKS OFF TO LAKE, 10 FT NW. OF CLUSTER OF 3, 12 IN. BIRCH TREES, 24
 SH0714'FT W. OF 24 IN. BIRCH TREE, IN CONCRETE POST.  STANDARD TABLET STAMPED
 SH0714'---ET 3 JA 1963---.  SAND ISLAND LIGHT HOUSE LOCATED ON N.
 SH0714'END. OF SAND ISLAND ABOUT 10.0 MI DISTANT--S 67 DEG 44 MIN W. E MARK
 SH0714'REFERENCE MARK IS 20 FT E. OF A 14 IN. CEDAR TREE, 14 FT NW. OF A 36
 SH0714'IN. POPLAR TREE, 98.45 FT FROM STATION, N 04 DEG 45 MIN W, IN CONCRETE
 SH0714'POST.  STANDARD TABLET STAMPED---RM 1 ET 3 JA 1963---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1002 ***********************************************************************
 PN1002  DESIGNATION -  ET 4 JA
 PN1002  PID         -  PN1002
 PN1002  STATE/COUNTY-  WI/SHAWANO
 PN1002  USGS QUAD   -  THORNTON (1982)
 PN1002
 PN1002                         *CURRENT SURVEY CONTROL
 PN1002  ___________________________________________________________________
 PN1002* NAD 83(1991)-  44 50 27.08677(N)    088 39 02.35282(W)     ADJUSTED  
 PN1002* NAVD 88     -       298.2    (meters)     978.     (feet)  VERTCON   
 PN1002  ___________________________________________________________________
 PN1002  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 PN1002  GEOID HEIGHT-         -36.02  (meters)                     GEOID03
 PN1002
 PN1002  HORZ ORDER  -  THIRD
 PN1002
 PN1002.The horizontal coordinates were established by classical geodetic methods
 PN1002.and adjusted by the National Geodetic Survey in November 1991..
 PN1002
 PN1002.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1002
 PN1002.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1002
 PN1002.The geoid height was determined by GEOID03.
 PN1002
 PN1002;                    North         East     Units Scale Factor Converg.
 PN1002;SPC WI C     -   112,840.914   706,674.585   MT  0.99994089   +0 57 07.4
 PN1002;SPC WI C     -   370,212.23  2,318,481.53   sFT  0.99994089   +0 57 07.4
 PN1002;UTM  16      - 4,966,597.198   369,543.489   MT  0.99980928   -1 09 50.8
 PN1002
 PN1002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1002!SPC WI C     -   0.99995890  x   0.99994089  =   0.99989979
 PN1002!UTM  16      -   0.99995890  x   0.99980928  =   0.99976819
 PN1002
 PN1002:                Primary Azimuth Mark                     Grid Az
 PN1002:SPC WI C     -  ET 4 JA AZ MK                            067 32 29.5
 PN1002:UTM  16      -  ET 4 JA AZ MK                            069 39 27.7
 PN1002
 PN1002|---------------------------------------------------------------------|
 PN1002| PID    Reference Object                     Distance      Geod. Az  |
 PN1002|                                                           dddmmss.s |
 PN1002| CJ4912 ET 4 JA AZ MK                                      0682936.9 |
 PN1002| CJ4913 ET 4 JA RM 1                                       20005     |
 PN1002|---------------------------------------------------------------------|
 PN1002
 PN1002                          SUPERSEDED SURVEY CONTROL
 PN1002
 PN1002  NAD 83(1986)-  44 50 27.09630(N)    088 39 02.33938(W) AD(       ) 3
 PN1002  NAD 27      -  44 50 27.15877(N)    088 39 01.97865(W) AD(       ) 3
 PN1002  NGVD 29 (07/19/86)  298.2    (m)          978.     (f) VERT ANG       
 PN1002
 PN1002.Superseded values are not recommended for survey control.
 PN1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1002.See file dsdata.txt to determine how the superseded data were derived.
 PN1002
 PN1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6954366597(NAD 83)
 PN1002_MARKER: DE = TRAVERSE STATION DISK
 PN1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1002
 PN1002  HISTORY     - Date     Condition        Report By
 PN1002  HISTORY     - 1963     MONUMENTED       USGS
 PN1002
 PN1002                          STATION DESCRIPTION
 PN1002
 PN1002'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 PN1002'SHAWANO, 4.0 MI N. AND 1.8 MI W. OF.  T. 27 N., R. 15 E., NEAR CENTER
 PN1002'OF SW. QUARTER SEC. 2.  LOCATED ON HIGHEST HILL IN VICINITY THAT IS
 PN1002'CLEARED ON E. SIDE, ON ADALOPH PLUDEMAN FARM.  ABOUT 150 FT. ENE. OF
 PN1002'TOP OF HILL.  80 FT. ENE. OF V IN TIMBER LINE.  5 FT. S. OF TIMBER
 PN1002'LINE.  20 FT. W. OF WHERE HILL BREAKS SHARP TO E.  IN A CONCRETE POST
 PN1002'FLUSH WITH GROUND.  STANDARD TABLET STAMPED---ET 4 JA 1963---.
 PN1002'AZIMUTH MARK, SHAWANO, 4.2 MI AND 1.5 MI W. OF T. 27 N., R. 15 E.,
 PN1002'NEAR CENTER S. HALF SEC. 2.  32 FT. N. AND 24 FT. E. OF Y - RD. ENE.
 PN1002'IN A CONCRETE POST.  STANDARD R.M. TABLET STAMPED---AZIMUTH MARK ET 4
 PN1002'JA 1963---.  AZIMUTH FROM STATION TO AZIMUTH MARK--248 29 39.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0589 ***********************************************************************
 PO0589  DESIGNATION -  ET 4 JA
 PO0589  PID         -  PO0589
 PO0589  STATE/COUNTY-  WI/LA CROSSE
 PO0589  USGS QUAD   -  FOUR CORNERS (1983)
 PO0589
 PO0589                         *CURRENT SURVEY CONTROL
 PO0589  ___________________________________________________________________
 PO0589* NAD 83(1991)-  44 00 25.73710(N)    090 59 53.91753(W)     ADJUSTED  
 PO0589* NAVD 88     -       273.3    (meters)     897.     (feet)  VERTCON   
 PO0589  ___________________________________________________________________
 PO0589  LAPLACE CORR-          -5.83  (seconds)                    DEFLEC99
 PO0589  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 PO0589
 PO0589  HORZ ORDER  -  THIRD
 PO0589
 PO0589.The horizontal coordinates were established by classical geodetic methods
 PO0589.and adjusted by the National Geodetic Survey in March 1999..
 PO0589
 PO0589.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0589
 PO0589.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0589
 PO0589.The geoid height was determined by GEOID03.
 PO0589
 PO0589;                    North         East     Units Scale Factor Converg.
 PO0589;SPC WI S     -   223,460.672   519,941.773   MT  0.99998845   -0 41 09.4
 PO0589;SPC WI S     -   733,137.22  1,705,842.30   sFT  0.99998845   -0 41 09.4
 PO0589;UTM  15      - 4,874,614.684   660,465.594   MT  0.99991670   +1 23 27.5
 PO0589
 PO0589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0589!SPC WI S     -   0.99996224  x   0.99998845  =   0.99995069
 PO0589!UTM  15      -   0.99996224  x   0.99991670  =   0.99987894
 PO0589
 PO0589                          SUPERSEDED SURVEY CONTROL
 PO0589
 PO0589  NAD 83(1991)-  44 00 25.73766(N)    090 59 53.91760(W) AD(       ) 3
 PO0589  NAD 83(1986)-  44 00 25.73467(N)    090 59 53.92141(W) AD(       ) 3
 PO0589  NAD 27      -  44 00 25.84305(N)    090 59 53.44551(W) AD(       ) 3
 PO0589  NGVD 29 (07/19/86)  273.3    (m)          897.     (f) VERT ANG       
 PO0589
 PO0589.Superseded values are not recommended for survey control.
 PO0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0589.See file dsdata.txt to determine how the superseded data were derived.
 PO0589
 PO0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ6046674615(NAD 83)
 PO0589_MARKER: DE = TRAVERSE STATION DISK
 PO0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0589_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PO0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0589+STABILITY: SURFACE MOTION
 PO0589
 PO0589  HISTORY     - Date     Condition        Report By
 PO0589  HISTORY     - 1962     MONUMENTED       USGS
 PO0589
 PO0589                          STATION DESCRIPTION
 PO0589
 PO0589'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 PO0589'MINDORO, 1.0 MI S. AND 5.0 MI E. OF.  T. 18 N., R. 6 W., NEAR CENTER
 PO0589'OF SEC. 29.  93 FT. N. AND 43 FT. E. OF DRIVEWAY NNE.  3 FT. NE. OF
 PO0589'POWER LINE POLE.  IN A CONCRETE POST.  STANDARD TABLET STAMPED---ET 4
 PO0589'JA 1962---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1001 ***********************************************************************
 PN1001  DESIGNATION -  ET 5 JA
 PN1001  PID         -  PN1001
 PN1001  STATE/COUNTY-  WI/SHAWANO
 PN1001  USGS QUAD   -  SHAWANO (1982)
 PN1001
 PN1001                         *CURRENT SURVEY CONTROL
 PN1001  ___________________________________________________________________
 PN1001* NAD 83(1991)-  44 45 15.78417(N)    088 36 50.52182(W)     ADJUSTED  
 PN1001* NAVD 88     -       296.7    (meters)     973.     (feet)  VERTCON   
 PN1001  ___________________________________________________________________
 PN1001  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 PN1001  GEOID HEIGHT-         -36.12  (meters)                     GEOID03
 PN1001
 PN1001  HORZ ORDER  -  THIRD
 PN1001
 PN1001.The horizontal coordinates were established by classical geodetic methods
 PN1001.and adjusted by the National Geodetic Survey in November 1991..
 PN1001
 PN1001.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1001
 PN1001.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1001
 PN1001.The geoid height was determined by GEOID03.
 PN1001
 PN1001;                    North         East     Units Scale Factor Converg.
 PN1001;SPC WI C     -   103,282.082   709,733.329   MT  0.99994295   +0 58 40.5
 PN1001;SPC WI C     -   338,851.30  2,328,516.76   sFT  0.99994295   +0 58 40.5
 PN1001;UTM  16      - 4,956,933.301   372,246.956   MT  0.99980070   -1 08 11.6
 PN1001
 PN1001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1001!SPC WI C     -   0.99995915  x   0.99994295  =   0.99990210
 PN1001!UTM  16      -   0.99995915  x   0.99980070  =   0.99975986
 PN1001
 PN1001:                Primary Azimuth Mark                     Grid Az
 PN1001:SPC WI C     -  STA 7                                    079 27 02.1
 PN1001:UTM  16      -  STA 7                                    081 33 54.2
 PN1001
 PN1001|---------------------------------------------------------------------|
 PN1001| PID    Reference Object                     Distance      Geod. Az  |
 PN1001|                                                           dddmmss.s |
 PN1001| PN0998 STA 7                               APPROX. 7.5 KM 0802542.6 |
 PN1001| CJ4914 ET 5 JA RM 1                                       12449     |
 PN1001|---------------------------------------------------------------------|
 PN1001
 PN1001                          SUPERSEDED SURVEY CONTROL
 PN1001
 PN1001  NAD 83(1986)-  44 45 15.79600(N)    088 36 50.50612(W) AD(       ) 3
 PN1001  NAD 27      -  44 45 15.85377(N)    088 36 50.17060(W) AD(       ) 3
 PN1001  NGVD 29 (07/19/86)  296.7    (m)          973.     (f) VERT ANG       
 PN1001
 PN1001.Superseded values are not recommended for survey control.
 PN1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1001.See file dsdata.txt to determine how the superseded data were derived.
 PN1001
 PN1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ7224756933(NAD 83)
 PN1001_MARKER: DE = TRAVERSE STATION DISK
 PN1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1001
 PN1001  HISTORY     - Date     Condition        Report By
 PN1001  HISTORY     - 1963     MONUMENTED       USGS
 PN1001  HISTORY     - 20021115 MARK NOT FOUND   GEOCAC
 PN1001
 PN1001                          STATION DESCRIPTION
 PN1001
 PN1001'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 PN1001'SHAWANO, 1.7 MI S. AND 0.3 MI W. OF.  T. 28 N., R. 15 E., NEAR CENTER
 PN1001'SE. QUARTER SEC. 1.  15 FT. N. AND 8 FT. W. OF RADIO TOWER.  STANDARD
 PN1001'TABLET IN CONCRETE POST STAMPED---ET 5 JA 1963---.  AZIMUTH TO
 PN1001'SHAWANO MUNICIPAL WATER TANK ABOUT 1.0 MI DISTANT--178 54 42.
 PN1001
 PN1001                          STATION RECOVERY (2002)
 PN1001
 PN1001'RECOVERY NOTE BY GEOCACHING 2002 (RFC)
 PN1001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0686 ***********************************************************************
 PO0686  DESIGNATION -  ET 5 JA
 PO0686  PID         -  PO0686
 PO0686  STATE/COUNTY-  WI/LA CROSSE
 PO0686  USGS QUAD   -  STEVENSTOWN (1974)
 PO0686
 PO0686                         *CURRENT SURVEY CONTROL
 PO0686  ___________________________________________________________________
 PO0686* NAD 83(1991)-  44 00 23.82760(N)    091 08 31.56501(W)     ADJUSTED  
 PO0686* NAVD 88     -       246.2    (meters)     808.     (feet)  VERTCON   
 PO0686  ___________________________________________________________________
 PO0686  LAPLACE CORR-          -8.15  (seconds)                    DEFLEC99
 PO0686  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 PO0686
 PO0686  HORZ ORDER  -  THIRD
 PO0686
 PO0686.The horizontal coordinates were established by classical geodetic methods
 PO0686.and adjusted by the National Geodetic Survey in March 1999..
 PO0686
 PO0686.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0686
 PO0686.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0686
 PO0686.The geoid height was determined by GEOID03.
 PO0686
 PO0686;                    North         East     Units Scale Factor Converg.
 PO0686;SPC WI S     -   223,549.734   508,410.509   MT  0.99998836   -0 47 05.1
 PO0686;SPC WI S     -   733,429.42  1,668,010.14   sFT  0.99998836   -0 47 05.1
 PO0686;UTM  15      - 4,874,285.932   648,939.756   MT  0.99987284   +1 17 27.6
 PO0686
 PO0686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0686!SPC WI S     -   0.99996642  x   0.99998836  =   0.99995478
 PO0686!UTM  15      -   0.99996642  x   0.99987284  =   0.99983927
 PO0686
 PO0686                          SUPERSEDED SURVEY CONTROL
 PO0686
 PO0686  NAD 83(1991)-  44 00 23.82773(N)    091 08 31.56591(W) AD(       ) 3
 PO0686  NAD 83(1986)-  44 00 23.82404(N)    091 08 31.56972(W) AD(       ) 3
 PO0686  NAD 27      -  44 00 23.94145(N)    091 08 31.07503(W) AD(       ) 3
 PO0686  NGVD 29 (07/19/86)  246.2    (m)          808.     (f) VERT ANG       
 PO0686
 PO0686.Superseded values are not recommended for survey control.
 PO0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0686.See file dsdata.txt to determine how the superseded data were derived.
 PO0686
 PO0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ4894074286(NAD 83)
 PO0686_MARKER: DE = TRAVERSE STATION DISK
 PO0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0686_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PO0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0686+STABILITY: SURFACE MOTION
 PO0686
 PO0686  HISTORY     - Date     Condition        Report By
 PO0686  HISTORY     - 1962     MONUMENTED       USGS
 PO0686
 PO0686                          STATION DESCRIPTION
 PO0686
 PO0686'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 PO0686'MINDORO, 1.0 MI S. AND 2.0 MI W. OF.  T. 18 N., R. 6 W., NEAR CENTER
 PO0686'OF SEC. 32.  64 FT. S. AND 35 FT. W. OF T - RD. E.  7 FT. S. AND 3.
 PO0686'FT. E. OF TELEPHONE POLE.  NEAR NE. COR. OF YARD.  IN A CONCRETE POST.
 PO0686'STANDARD TABLET STAMPED---ET 5 JA 1962---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0776 ***********************************************************************
 ON0776  DESIGNATION -  ET 6 JA
 ON0776  PID         -  ON0776
 ON0776  STATE/COUNTY-  WI/VERNON
 ON0776  USGS QUAD   -  STODDARD (1983)
 ON0776
 ON0776                         *CURRENT SURVEY CONTROL
 ON0776  ___________________________________________________________________
 ON0776* NAD 83(1991)-  43 37 46.49048(N)    091 12 28.64456(W)     ADJUSTED  
 ON0776* NAVD 88     -       355.37   (+/-2cm)    1165.9    (feet)  VERTCON   
 ON0776  ___________________________________________________________________
 ON0776  LAPLACE CORR-          -6.39  (seconds)                    DEFLEC99
 ON0776  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 ON0776
 ON0776  HORZ ORDER  -  THIRD
 ON0776  VERT ORDER  -  THIRD ? (See Below)
 ON0776
 ON0776.The horizontal coordinates were established by classical geodetic methods
 ON0776.and adjusted by the National Geodetic Survey in March 1999..
 ON0776
 ON0776.The NAVD 88 height was computed by applying the VERTCON shift value to
 ON0776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ON0776.The vertical order pertains to the NGVD 29 superseded value.
 ON0776
 ON0776.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0776
 ON0776.The geoid height was determined by GEOID03.
 ON0776
 ON0776;                    North         East     Units Scale Factor Converg.
 ON0776;SPC WI S     -   181,737.981   502,522.860   MT  0.99994047   -0 49 48.0
 ON0776;SPC WI S     -   596,252.03  1,648,693.75   sFT  0.99994047   -0 49 48.0
 ON0776;UTM  15      - 4,832,292.737   644,567.487   MT  0.99985707   +1 14 12.2
 ON0776
 ON0776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0776!SPC WI S     -   0.99994923  x   0.99994047  =   0.99988971
 ON0776!UTM  15      -   0.99994923  x   0.99985707  =   0.99980631
 ON0776
 ON0776:                Primary Azimuth Mark                     Grid Az
 ON0776:SPC WI S     -  STA 102                                  265 48 52.4
 ON0776:UTM  15      -  STA 102                                  263 44 52.2
 ON0776
 ON0776|---------------------------------------------------------------------|
 ON0776| PID    Reference Object                     Distance      Geod. Az  |
 ON0776|                                                           dddmmss.s |
 ON0776| ON0782 STA 102                             APPROX. 6.1 KM 2645904.4 |
 ON0776|---------------------------------------------------------------------|
 ON0776
 ON0776                          SUPERSEDED SURVEY CONTROL
 ON0776
 ON0776  NAD 83(1991)-  43 37 46.48837(N)    091 12 28.64472(W) AD(       ) 3
 ON0776  NAD 83(1986)-  43 37 46.48440(N)    091 12 28.64609(W) AD(       ) 3
 ON0776  NAD 27      -  43 37 46.59808(N)    091 12 28.17130(W) AD(       ) 3
 ON0776  NGVD 29 (07/19/86)  355.38   (m)         1165.9    (f) LEVELING    3  
 ON0776
 ON0776.Superseded values are not recommended for survey control.
 ON0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0776.See file dsdata.txt to determine how the superseded data were derived.
 ON0776
 ON0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ4456732293(NAD 83)
 ON0776_MARKER: DE = TRAVERSE STATION DISK
 ON0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0776_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ON0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0776+STABILITY: SURFACE MOTION
 ON0776
 ON0776  HISTORY     - Date     Condition        Report By
 ON0776  HISTORY     - 1962     MONUMENTED       USGS
 ON0776
 ON0776                          STATION DESCRIPTION
 ON0776
 ON0776'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 ON0776'STODDARD, 2.0 MI S. AND 0.5 MI E. OF.  T. 13 N., R. 7 W., NEAR QUARTER
 ON0776'COR. BETWEEN SECS. 3 AND 4.  20 FT. S. AND 51 FT. W. OF DRIVEWAY N.  3
 ON0776'FT. W. OF POWER LINE POLE.  IN A CONCRETE POST.  SET FLUSH WITH
 ON0776'GROUND.  STANDARD TABLET STAMPED---ET 6 JA 1962---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0808 ***********************************************************************
 ON0808  DESIGNATION -  ET 7 JA
 ON0808  PID         -  ON0808
 ON0808  STATE/COUNTY-  WI/VERNON
 ON0808  USGS QUAD   -  RETREAT (1983)
 ON0808
 ON0808                         *CURRENT SURVEY CONTROL
 ON0808  ___________________________________________________________________
 ON0808* NAD 83(1991)-  43 29 57.31648(N)    091 07 21.37984(W)     ADJUSTED  
 ON0808* NAVD 88     -       357.89   (+/-2cm)    1174.2    (feet)  VERTCON   
 ON0808  ___________________________________________________________________
 ON0808  LAPLACE CORR-          -8.35  (seconds)                    DEFLEC99
 ON0808  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 ON0808
 ON0808  HORZ ORDER  -  THIRD
 ON0808  VERT ORDER  -  THIRD ? (See Below)
 ON0808
 ON0808.The horizontal coordinates were established by classical geodetic methods
 ON0808.and adjusted by the National Geodetic Survey in March 1999..
 ON0808
 ON0808.The NAVD 88 height was computed by applying the VERTCON shift value to
 ON0808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ON0808.The vertical order pertains to the NGVD 29 superseded value.
 ON0808
 ON0808.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0808
 ON0808.The geoid height was determined by GEOID03.
 ON0808
 ON0808;                    North         East     Units Scale Factor Converg.
 ON0808;SPC WI S     -   167,164.241   509,215.012   MT  0.99993401   -0 46 16.8
 ON0808;SPC WI S     -   548,438.01  1,670,649.59   sFT  0.99993401   -0 46 16.8
 ON0808;UTM  15      - 4,817,970.597   651,780.031   MT  0.99988338   +1 17 33.1
 ON0808
 ON0808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0808!SPC WI S     -   0.99994886  x   0.99993401  =   0.99988287
 ON0808!UTM  15      -   0.99994886  x   0.99988338  =   0.99983225
 ON0808
 ON0808:                Primary Azimuth Mark                     Grid Az
 ON0808:SPC WI S     -  STA 104                                  319 50 07.1
 ON0808:UTM  15      -  STA 104                                  317 46 17.2
 ON0808
 ON0808|---------------------------------------------------------------------|
 ON0808| PID    Reference Object                     Distance      Geod. Az  |
 ON0808|                                                           dddmmss.s |
 ON0808| ON0771 STA 104                             APPROX. 8.0 KM 3190350.3 |
 ON0808|---------------------------------------------------------------------|
 ON0808
 ON0808                          SUPERSEDED SURVEY CONTROL
 ON0808
 ON0808  NAD 83(1991)-  43 29 57.31380(N)    091 07 21.37918(W) AD(       ) 3
 ON0808  NAD 83(1986)-  43 29 57.30997(N)    091 07 21.38046(W) AD(       ) 3
 ON0808  NAD 27      -  43 29 57.41966(N)    091 07 20.92034(W) AD(       ) 3
 ON0808  NGVD 29 (07/19/86)  357.92   (m)         1174.3    (f) LEVELING    3  
 ON0808
 ON0808.Superseded values are not recommended for survey control.
 ON0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0808.See file dsdata.txt to determine how the superseded data were derived.
 ON0808
 ON0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ5178017971(NAD 83)
 ON0808_MARKER: DE = TRAVERSE STATION DISK
 ON0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0808_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ON0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0808+STABILITY: SURFACE MOTION
 ON0808
 ON0808  HISTORY     - Date     Condition        Report By
 ON0808  HISTORY     - 1962     MONUMENTED       USGS
 ON0808
 ON0808                          STATION DESCRIPTION
 ON0808
 ON0808'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 ON0808'GENOA, 5.0 MI S. AND 5.0 MI E. OF.  T. 12 N., R. 7 W., NEAR CENTER OF
 ON0808'SW. QUARTER SEC. 20.  23 FT. N. AND 24 FT. W. OF DRIVEWAY W.  3 FT. N.
 ON0808'AND 2 FT. E. OF CORNER FENCE POST.  IN A CONCRETE POST.  STANDARD
 ON0808'TABLET STAMPED---ET 7 JA 1962---.   BEARING TO VIROQUA STANDPIPE ABOUT
 ON0808'12.0 MI DISTANT--N 71 DEG 04 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON1110 ***********************************************************************
 ON1110  DESIGNATION -  ET 8 JA
 ON1110  PID         -  ON1110
 ON1110  STATE/COUNTY-  WI/VERNON
 ON1110  USGS QUAD   -  RISING SUN (1983)
 ON1110
 ON1110                         *CURRENT SURVEY CONTROL
 ON1110  ___________________________________________________________________
 ON1110* NAD 83(1991)-  43 29 56.03251(N)    090 59 56.85503(W)     ADJUSTED  
 ON1110* NAVD 88     -       350.4    (meters)    1150.     (feet)  VERTCON   
 ON1110  ___________________________________________________________________
 ON1110  LAPLACE CORR-          -8.19  (seconds)                    DEFLEC99
 ON1110  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 ON1110
 ON1110  HORZ ORDER  -  THIRD
 ON1110
 ON1110.The horizontal coordinates were established by classical geodetic methods
 ON1110.and adjusted by the National Geodetic Survey in March 1999..
 ON1110
 ON1110.The NAVD 88 height was computed by applying the VERTCON shift value to
 ON1110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ON1110
 ON1110.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1110
 ON1110.The geoid height was determined by GEOID03.
 ON1110
 ON1110;                    North         East     Units Scale Factor Converg.
 ON1110;SPC WI S     -   166,997.581   519,199.773   MT  0.99993400   -0 41 11.4
 ON1110;SPC WI S     -   547,891.23  1,703,407.92   sFT  0.99993400   -0 41 11.4
 ON1110;UTM  15      - 4,818,163.645   661,764.001   MT  0.99992188   +1 22 39.3
 ON1110
 ON1110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1110!SPC WI S     -   0.99995011  x   0.99993400  =   0.99988411
 ON1110!UTM  15      -   0.99995011  x   0.99992188  =   0.99987199
 ON1110
 ON1110                          SUPERSEDED SURVEY CONTROL
 ON1110
 ON1110  NAD 83(1991)-  43 29 56.03011(N)    090 59 56.85369(W) AD(       ) 3
 ON1110  NAD 83(1986)-  43 29 56.02678(N)    090 59 56.85503(W) AD(       ) 3
 ON1110  NAD 27      -  43 29 56.13197(N)    090 59 56.41028(W) AD(       ) 3
 ON1110  NGVD 29 (07/19/86)  350.4    (m)         1150.     (f) VERT ANG       
 ON1110
 ON1110.Superseded values are not recommended for survey control.
 ON1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1110.See file dsdata.txt to determine how the superseded data were derived.
 ON1110
 ON1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ6176418164(NAD 83)
 ON1110_MARKER: DE = TRAVERSE STATION DISK
 ON1110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1110_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ON1110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON1110+STABILITY: SURFACE MOTION
 ON1110
 ON1110  HISTORY     - Date     Condition        Report By
 ON1110  HISTORY     - 1962     MONUMENTED       USGS
 ON1110
 ON1110                          STATION DESCRIPTION
 ON1110
 ON1110'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 ON1110'GENOA, 5.0 MI S. AND 12 MI E. OF.  T. 12 N., R. 5 W., NEAR CENTER OF
 ON1110'S. HALF OF SEC. 20.  20 FT. S. AND 15 FT. E. OF DRIVEWAY S.  IN A
 ON1110'CONCRETE POST.  STANDARD TABLET STAMPED---ET 8 JA 1962---.  BEARING TO
 ON1110'WINDMILL ABOUT 0.5 MI DISTANT--N 65 DEG 12 MIN E.  BEARING TO WINDMILL
 ON1110'ABOUT 2.0 MI DISTANT--N 13 DEG 33 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON1155 ***********************************************************************
 ON1155  DESIGNATION -  ET 9 JA
 ON1155  PID         -  ON1155
 ON1155  STATE/COUNTY-  WI/VERNON
 ON1155  USGS QUAD   -  ESOFEA (1985)
 ON1155
 ON1155                         *CURRENT SURVEY CONTROL
 ON1155  ___________________________________________________________________
 ON1155* NAD 83(1991)-  43 38 27.72783(N)    090 59 58.38017(W)     ADJUSTED  
 ON1155* NAVD 88     -       384.02   (+/-2cm)    1259.9    (feet)  VERTCON   
 ON1155  ___________________________________________________________________
 ON1155  LAPLACE CORR-          -9.35  (seconds)                    DEFLEC99
 ON1155  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 ON1155
 ON1155  HORZ ORDER  -  THIRD
 ON1155  VERT ORDER  -  THIRD ? (See Below)
 ON1155
 ON1155.The horizontal coordinates were established by classical geodetic methods
 ON1155.and adjusted by the National Geodetic Survey in March 1999..
 ON1155
 ON1155.The NAVD 88 height was computed by applying the VERTCON shift value to
 ON1155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ON1155.The vertical order pertains to the NGVD 29 superseded value.
 ON1155
 ON1155.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1155
 ON1155.The geoid height was determined by GEOID03.
 ON1155
 ON1155;                    North         East     Units Scale Factor Converg.
 ON1155;SPC WI S     -   182,787.897   519,354.793   MT  0.99994129   -0 41 12.5
 ON1155;SPC WI S     -   599,696.63  1,703,916.52   sFT  0.99994129   -0 41 12.5
 ON1155;UTM  15      - 4,833,949.033   661,349.708   MT  0.99992023   +1 22 51.2
 ON1155
 ON1155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1155!SPC WI S     -   0.99994486  x   0.99994129  =   0.99988615
 ON1155!UTM  15      -   0.99994486  x   0.99992023  =   0.99986509
 ON1155
 ON1155:                Primary Azimuth Mark                     Grid Az
 ON1155:SPC WI S     -  STA 111                                  346 25 41.0
 ON1155:UTM  15      -  STA 111                                  344 21 37.3
 ON1155
 ON1155|---------------------------------------------------------------------|
 ON1155| PID    Reference Object                     Distance      Geod. Az  |
 ON1155|                                                           dddmmss.s |
 ON1155| ON0766 STA 111                             APPROX. 4.5 KM 3454428.5 |
 ON1155|---------------------------------------------------------------------|
 ON1155
 ON1155                          SUPERSEDED SURVEY CONTROL
 ON1155
 ON1155  NAD 83(1991)-  43 38 27.72620(N)    090 59 58.37953(W) AD(       ) 3
 ON1155  NAD 83(1986)-  43 38 27.72284(N)    090 59 58.38204(W) AD(       ) 3
 ON1155  NAD 27      -  43 38 27.83044(N)    090 59 57.92387(W) AD(       ) 3
 ON1155  NGVD 29 (07/19/86)  384.03   (m)         1259.9    (f) LEVELING    3  
 ON1155
 ON1155.Superseded values are not recommended for survey control.
 ON1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1155.See file dsdata.txt to determine how the superseded data were derived.
 ON1155
 ON1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ6135033949(NAD 83)
 ON1155_MARKER: DE = TRAVERSE STATION DISK
 ON1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1155_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ON1155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON1155+STABILITY: SURFACE MOTION
 ON1155
 ON1155  HISTORY     - Date     Condition        Report By
 ON1155  HISTORY     - 1962     MONUMENTED       USGS
 ON1155
 ON1155                          STATION DESCRIPTION
 ON1155
 ON1155'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 ON1155'WESTBY, 1.0 MI S. AND 7.0 MI W. OF.  T. 14 N., R. 5 W., NEAR THE
 ON1155'CENTER OF THE S. HALF OF SEC. 32.  23 FT. S. AND 19 FT. W. OF T - RD.
 ON1155'N.  3 FT. WSW. OF TELEPHONE POLE WITH THREE GUY WIRES.  IN A CONCRETE
 ON1155'POST.  STANDARD TABLET STAMPED---ET 9 JA 1962---.  BEARING TO VIROQUA
 ON1155'STANDPIPE ABOUT 7.0 MI DISTANT--S 32 DEG 58 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ4550 ***********************************************************************
 AJ4550  SACS        -  This is a Secondary Airport Control Station.
 AJ4550  DESIGNATION -  ETB A
 AJ4550  PID         -  AJ4550
 AJ4550  STATE/COUNTY-  WI/WASHINGTON
 AJ4550  USGS QUAD   -  NEWBURG (1994)
 AJ4550
 AJ4550                         *CURRENT SURVEY CONTROL
 AJ4550  ___________________________________________________________________
 AJ4550* NAD 83(1997)-  43 25 15.54213(N)    088 07 26.96562(W)     ADJUSTED  
 AJ4550* NAVD 88     -       264.56   (meters)     868.0    (feet)  GPS OBS   
 AJ4550  ___________________________________________________________________
 AJ4550  X           -     151,887.965 (meters)                     COMP
 AJ4550  Y           -  -4,637,611.081 (meters)                     COMP
 AJ4550  Z           -   4,361,747.519 (meters)                     COMP
 AJ4550  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 AJ4550  ELLIP HEIGHT-         229.65  (meters)          (08/09/01) GPS OBS
 AJ4550  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 AJ4550
 AJ4550  HORZ ORDER  -  FIRST
 AJ4550  ELLP ORDER  -  FOURTH    CLASS II
 AJ4550
 AJ4550.This mark is at West Bend Airport (ETB)
 AJ4550
 AJ4550.The horizontal coordinates were established by GPS observations
 AJ4550.and adjusted by the National Geodetic Survey in August 2001..
 AJ4550
 AJ4550.The orthometric height was determined by GPS observations and a
 AJ4550.high-resolution geoid model.
 AJ4550
 AJ4550.GPS derived orthometric heights for airport stations designated as
 AJ4550.PACS or SACS are published to 2 decimal places.  This maintains
 AJ4550.centimeter relative accuracy between the PACS and SACS.  It does
 AJ4550.not indicate centimeter accuracy relative to other marks which are
 AJ4550.part of the NAVD 88 network.
 AJ4550
 AJ4550.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4550
 AJ4550.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ4550
 AJ4550.The ellipsoidal height was determined by GPS observations
 AJ4550.and is referenced to NAD 83.
 AJ4550
 AJ4550.The geoid height was determined by GEOID03.
 AJ4550
 AJ4550;                    North         East     Units Scale Factor Converg.
 AJ4550;SPC WI S     -   159,566.168   751,886.593   MT  0.99993261   +1 17 20.0
 AJ4550;SPC WI S     -   523,510.00  2,466,814.60   sFT  0.99993261   +1 17 20.0
 AJ4550;UTM  16      - 4,808,179.730   408,999.511   MT  0.99970186   -0 46 21.9
 AJ4550
 AJ4550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4550!SPC WI S     -   0.99996399  x   0.99993261  =   0.99989660
 AJ4550!UTM  16      -   0.99996399  x   0.99970186  =   0.99966586
 AJ4550
 AJ4550                          SUPERSEDED SURVEY CONTROL
 AJ4550
 AJ4550.No superseded survey control is available for this station.
 AJ4550
 AJ4550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0900008180(NAD 83)
 AJ4550_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ4550_SETTING: 80 = SET IN A BOULDER
 AJ4550_STAMPING: ETB 2001
 AJ4550_MARK LOGO: NGS   
 AJ4550_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ4550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ4550+STABILITY: SURFACE MOTION
 AJ4550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4550+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2001
 AJ4550
 AJ4550  HISTORY     - Date     Condition        Report By
 AJ4550  HISTORY     - 20010615 MONUMENTED       NGS
 AJ4550
 AJ4550                          STATION DESCRIPTION
 AJ4550
 AJ4550'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 AJ4550'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) EAST OF WEST BEND, AT
 AJ4550'THEWEST BEND MUNICIPAL AIRPORT, IN THE GRASS AREA NEAR THE
 AJ4550'PARALLEL TAXIWAY SOUTH OF THE VOR.  OWNERSHIP--CITY OF WEST BEND,
 AJ4550'WEST BEND MUNICIPAL AIRPORT, 1115 S MAIN STREET, WEST BEND, WI
 AJ4550'53095,  AIRPORT MANAGER IS TERRY GANZEL, PHONE 262-335-5108. TO
 AJ4550'REACH THE STATION FROM THE JUNCTION OF U.S HIGHWAY 45 AND STATE
 AJ4550'HIGHWAY 33 IN WEST BEND, GO EAST ON STATE HIGHWAY 33 FOR 3.9 MI TO
 AJ4550'THE AIRPORT ENTRANCE ON THE RIGHT (EARL STIER DRIVE),TURN RIGHT,
 AJ4550'SOUTHEAST, ON EARL STIER DRIVE AND PASS THRU THE PARKING AREA,
 AJ4550'CONTINUE ON THE ENTRANCE ROAD PASSING THE HANGARS TO THE
 AJ4550'APRON,CONTINUE SOUTHEAST ACROSS THE APRON TO ITS SOUTHEAST END
 AJ4550'AND JUNCTION OF THE TAXIWAY LEADING TO THE SOUTHEAST, TURN LEFT
 AJ4550'AND GO SOUTHEAST ON THE PARALLEL TAXIWAY FOR 0.1 MI TO A RUNWAY
 AJ4550'(6-24), CONTINUE AHEAD AND GO SOUTHEAST ON THE TAXIWAY (CROSSING
 AJ4550'RUNWAY) FOR 0.25 MI TO THE STATION ON THE LEFT. THE STATION IS
 AJ4550'LOCATED 450 FT SOUTH SOUTHEAST OF THE VOR, 337.5 FT NORTH
 AJ4550'NORTHWEST OF A RUNWAY IDENT SIGN,  161.3 FT NORTHEAST OF THE
 AJ4550'NORTHEAST EDGE OF THE TAXIWAY AND 4.O FT SOUTHWEST OF THE
 AJ4550'SOUTHWEST EDGE OF A DITCH.  THIS IS A SECONDARY AIRPORT CONTROL
 AJ4550'STATION.
 AJ4550' 
 AJ4550'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC9049 ***********************************************************************
 AC9049  DESIGNATION -  EUREKA
 AC9049  PID         -  AC9049
 AC9049  STATE/COUNTY-  WI/POLK
 AC9049  USGS QUAD   -  ST CROIX DALLES (1978)
 AC9049
 AC9049                         *CURRENT SURVEY CONTROL
 AC9049  ___________________________________________________________________
 AC9049* NAD 83(1997)-  45 28 12.50412(N)    092 39 08.79039(W)     ADJUSTED  
 AC9049* NAVD 88     -       313.9    (meters)    1030.     (feet)  GPS OBS   
 AC9049  ___________________________________________________________________
 AC9049  X           -    -207,354.481 (meters)                     COMP
 AC9049  Y           -  -4,475,894.025 (meters)                     COMP
 AC9049  Z           -   4,524,346.698 (meters)                     COMP
 AC9049  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 AC9049  ELLIP HEIGHT-         286.44  (meters)          (09/30/02) GPS OBS
 AC9049  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AC9049
 AC9049  HORZ ORDER  -  FIRST
 AC9049  ELLP ORDER  -  SECOND    CLASS I
 AC9049
 AC9049.The horizontal coordinates were established by GPS observations
 AC9049.and adjusted by the National Geodetic Survey in September 2002..
 AC9049
 AC9049.The orthometric height was determined by GPS observations and a
 AC9049.high-resolution geoid model.
 AC9049
 AC9049.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9049
 AC9049.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9049
 AC9049.The ellipsoidal height was determined by GPS observations
 AC9049.and is referenced to NAD 83.
 AC9049
 AC9049.The geoid height was determined by GEOID03.
 AC9049
 AC9049;                    North         East     Units Scale Factor Converg.
 AC9049;SPC WI C     -   185,274.081   392,618.768   MT  0.99999445   -1 52 17.4
 AC9049;SPC WI C     -   607,853.38  1,288,116.74   sFT  0.99999445   -1 52 17.4
 AC9049;UTM  15      - 5,035,237.900   527,167.959   MT  0.99960907   +0 14 52.0
 AC9049
 AC9049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9049!SPC WI C     -   0.99995509  x   0.99999445  =   0.99994954
 AC9049!UTM  15      -   0.99995509  x   0.99960907  =   0.99956418
 AC9049
 AC9049                          SUPERSEDED SURVEY CONTROL
 AC9049
 AC9049  NAD 83(1991)-  45 28 12.50370(N)    092 39 08.78827(W) AD(       ) 1
 AC9049  ELLIP H (06/10/97)  286.47   (m)                       GP(       ) 2 1
 AC9049
 AC9049.Superseded values are not recommended for survey control.
 AC9049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9049.See file dsdata.txt to determine how the superseded data were derived.
 AC9049
 AC9049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2716835238(NAD 83)
 AC9049_MARKER: DD = SURVEY DISK
 AC9049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9049_STAMPING: EUREKA 200
 AC9049_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC9049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9049+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2005
 AC9049
 AC9049  HISTORY     - Date     Condition        Report By
 AC9049  HISTORY     - 1995     MONUMENTED       WI-095
 AC9049  HISTORY     - 20051107 GOOD             WIDT
 AC9049
 AC9049                          STATION DESCRIPTION
 AC9049
 AC9049'DESCRIBED BY POLK COUNTY WISCONSIN 1995 (TEC)
 AC9049'THE STATION IS LOCATED 5.1 MI (8.2 KM) NORTH OF THE CITY OF ST. CROIX
 AC9049'FALLS, WISCONSIN IN SOUTHEAST QUARTER OF SOUTHEAST QUARTER OF SECTION
 AC9049'36, T.35N., R.19W., 4TH P.M., TOWN OF EUREKA, POLK COUNTY.  TO REACH
 AC9049'THE STATION BEGIN AT THE INTERSECTION OF U.S.  HIGHWAY 8 AND STATE
 AC9049'TRUNK HIGHWAY 87, GO NORTH ALONG STATE HIGHWAY 87 5.1 MI (8.2 KM) TO
 AC9049'THE STATION.  THE STATION IS LOCATED 85 FEET (25.9 M) WEST OF
 AC9049'CENTERLINE OF STATE HIGHWAY 87, 160 FEET (48.8 M) NORTH OF CENTERLINE
 AC9049'OF 180TH AVENUE, 4.5 FEET (1.4 M) EAST OF WOODEN YELLOW RIGHT OF WAY
 AC9049'POST WHERE COUNTY HIGHWAY I GOES EASTERLY FROM STATE HIGHWAY 87.  THE
 AC9049'STATION IS A BRASS CAP, SET IN A 1.3 FOOT (0.4 M) DIAMETER BY 6 FOOT
 AC9049'(1.8 M) DEEP CONCRETE MONUMENT FLUSH WITH GROUND SURFACE.  A PLASTIC
 AC9049'WITNESS POST IS SET 2 FEET (0.6 M) FROM THE STATION.
 AC9049
 AC9049                          STATION RECOVERY (2005)
 AC9049
 AC9049'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AC9049'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M WEST, 1.0 M
 AC9049'SOUTHEAST, AND 1.0 M NORTHEAST OF THREE ORANGE 4X4 PLASTIC GUARD
 AC9049'POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC9089 ***********************************************************************
 AC9089  DESIGNATION -  EUREKA C
 AC9089  PID         -  AC9089
 AC9089  STATE/COUNTY-  WI/POLK
 AC9089  USGS QUAD   -  MILLTOWN (1983)
 AC9089
 AC9089                         *CURRENT SURVEY CONTROL
 AC9089  ___________________________________________________________________
 AC9089* NAD 83(1997)-  45 30 06.35575(N)    092 36 01.53405(W)     ADJUSTED  
 AC9089* NAVD 88     -       380.0    (meters)    1247.     (feet)  GPS OBS   
 AC9089  ___________________________________________________________________
 AC9089  X           -    -203,179.361 (meters)                     COMP
 AC9089  Y           -  -4,473,622.766 (meters)                     COMP
 AC9089  Z           -   4,526,858.178 (meters)                     COMP
 AC9089  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 AC9089  ELLIP HEIGHT-         352.52  (meters)          (09/30/02) GPS OBS
 AC9089  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AC9089
 AC9089  HORZ ORDER  -  FIRST
 AC9089  ELLP ORDER  -  SECOND    CLASS I
 AC9089
 AC9089.The horizontal coordinates were established by GPS observations
 AC9089.and adjusted by the National Geodetic Survey in September 2002..
 AC9089
 AC9089.The orthometric height was determined by GPS observations and a
 AC9089.high-resolution geoid model.
 AC9089
 AC9089.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9089
 AC9089.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9089
 AC9089.The ellipsoidal height was determined by GPS observations
 AC9089.and is referenced to NAD 83.
 AC9089
 AC9089.The geoid height was determined by GEOID03.
 AC9089
 AC9089;                    North         East     Units Scale Factor Converg.
 AC9089;SPC WI C     -   188,655.626   396,796.748   MT  1.00000034   -1 50 05.3
 AC9089;SPC WI C     -   618,947.67  1,301,824.00   sFT  1.00000034   -1 50 05.3
 AC9089;UTM  15      - 5,038,770.285   531,216.449   MT  0.99961198   +0 17 06.0
 AC9089
 AC9089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9089!SPC WI C     -   0.99994474  x   1.00000034  =   0.99994508
 AC9089!UTM  15      -   0.99994474  x   0.99961198  =   0.99955674
 AC9089
 AC9089                          SUPERSEDED SURVEY CONTROL
 AC9089
 AC9089  NAD 83(1991)-  45 30 06.35533(N)    092 36 01.53210(W) AD(       ) 1
 AC9089  ELLIP H (06/10/97)  352.54   (m)                       GP(       ) 2 1
 AC9089
 AC9089.Superseded values are not recommended for survey control.
 AC9089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9089.See file dsdata.txt to determine how the superseded data were derived.
 AC9089
 AC9089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL3121638770(NAD 83)
 AC9089_MARKER: DD = SURVEY DISK
 AC9089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9089_STAMPING: EUREKA C. 434
 AC9089_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC9089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9089+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2005
 AC9089
 AC9089  HISTORY     - Date     Condition        Report By
 AC9089  HISTORY     - 1995     MONUMENTED       WI-095
 AC9089  HISTORY     - 20051106 GOOD             WIDT
 AC9089
 AC9089                          STATION DESCRIPTION
 AC9089
 AC9089'DESCRIBED BY POLK COUNTY WISCONSIN 1995 (TEC)
 AC9089'THE STATION IS LOCATED 4.5 MI (7.2 KM) SOUTHWEST OF THE TOWN OF
 AC9089'MILLTOWN, WISCONSIN IN THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER,
 AC9089'SECTION 21, T.35N., R.18W., 4TH P.M., TOWN OF EUREKA, POLK COUNTY.  TO
 AC9089'REACH THE STATION FROM THE TOWN OF MILLTOWN BEGIN AT THE INTERSECTION
 AC9089'OF COUNTY TRUNK HIGHWAY G AND STATE TRUNK HIGHWAY 35, GO WEST 2 MI
 AC9089'(3.2 KM) TO THE INTERSECTION OF COUNTY TRUNK HIGHWAY G AND 200TH
 AC9089'STREET, GO SOUTH 2 MI (3.2 KM) TO THE INTERSECTION OF 200TH STREET AND
 AC9089'200TH AVENUE, GO WEST 1.5 MI (2.4 KM) TO THE INTERSECTION OF 200TH
 AC9089'AVENUE AND 215TH STREET, GO NORTH .3 MI (0.5 KM) TO THE STATION.  THE
 AC9089'STATION IS LOCATED 30 FEET (9.1 M) WEST OF CENTERLINE OF 215TH STREET,
 AC9089'.3 MI (0.5 KM) NORTH OF 200TH AVENUE, AND .7 MI (1.1 KM) SOUTH OF
 AC9089'210TH AVENUE.  THE STATION IS A BRASS CAP, SET IN A 1.3 FOOT (0.4 M)
 AC9089'DIAMETER BY 6 FOOT (1.8 M) DEEP CONCRETE MONUMENT FLUSH WITH GROUND
 AC9089'SURFACE.  A PLASTIC WITNESS POST IS SET 2 FEET (0.6 M) FROM THE
 AC9089'STATION.
 AC9089
 AC9089                          STATION RECOVERY (2005)
 AC9089
 AC9089'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AC9089'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS APPROXIMATELY 77.0
 AC9089'M NORTH OF A GREEN ELECTRICAL BOX AND 1.0 M WEST, 1.0 M SOUTHEAST, AND
 AC9089'1.0 M NORTHEAST OF THREE ORANGE 4X4 PLASTIC GUARD POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC9090 ***********************************************************************
 AC9090  DESIGNATION -  EUREKA SE
 AC9090  PID         -  AC9090
 AC9090  STATE/COUNTY-  WI/POLK
 AC9090  USGS QUAD   -  CENTURIA (1978)
 AC9090
 AC9090                         *CURRENT SURVEY CONTROL
 AC9090  ___________________________________________________________________
 AC9090* NAD 83(1997)-  45 28 51.82540(N)    092 31 45.02765(W)     ADJUSTED  
 AC9090* NAVD 88     -       373.4    (meters)    1225.     (feet)  GPS OBS   
 AC9090  ___________________________________________________________________
 AC9090  X           -    -197,688.111 (meters)                     COMP
 AC9090  Y           -  -4,475,506.628 (meters)                     COMP
 AC9090  Z           -   4,525,240.254 (meters)                     COMP
 AC9090  LAPLACE CORR-          -7.52  (seconds)                    DEFLEC99
 AC9090  ELLIP HEIGHT-         345.74  (meters)          (09/30/02) GPS OBS
 AC9090  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AC9090
 AC9090  HORZ ORDER  -  FIRST
 AC9090  ELLP ORDER  -  SECOND    CLASS I
 AC9090
 AC9090.The horizontal coordinates were established by GPS observations
 AC9090.and adjusted by the National Geodetic Survey in September 2002..
 AC9090
 AC9090.The orthometric height was determined by GPS observations and a
 AC9090.high-resolution geoid model.
 AC9090
 AC9090.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9090
 AC9090.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9090
 AC9090.The ellipsoidal height was determined by GPS observations
 AC9090.and is referenced to NAD 83.
 AC9090
 AC9090.The geoid height was determined by GEOID03.
 AC9090
 AC9090;                    North         East     Units Scale Factor Converg.
 AC9090;SPC WI C     -   186,179.943   402,291.046   MT  0.99999645   -1 47 04.3
 AC9090;SPC WI C     -   610,825.36  1,319,849.87   sFT  0.99999645   -1 47 04.3
 AC9090;UTM  15      - 5,036,500.419   536,796.425   MT  0.99961665   +0 20 08.6
 AC9090
 AC9090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9090!SPC WI C     -   0.99994580  x   0.99999645  =   0.99994225
 AC9090!UTM  15      -   0.99994580  x   0.99961665  =   0.99956247
 AC9090
 AC9090                          SUPERSEDED SURVEY CONTROL
 AC9090
 AC9090  NAD 83(1991)-  45 28 51.82498(N)    092 31 45.02579(W) AD(       ) 1
 AC9090  ELLIP H (06/10/97)  345.76   (m)                       GP(       ) 2 1
 AC9090
 AC9090.Superseded values are not recommended for survey control.
 AC9090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9090.See file dsdata.txt to determine how the superseded data were derived.
 AC9090
 AC9090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL3679636500(NAD 83)
 AC9090_MARKER: DD = SURVEY DISK
 AC9090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9090_STAMPING: EUREKA SE 435
 AC9090_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC9090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9090+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2005
 AC9090
 AC9090  HISTORY     - Date     Condition        Report By
 AC9090  HISTORY     - 1995     MONUMENTED       WI-095
 AC9090  HISTORY     - 20051029 GOOD             USPSQD
 AC9090
 AC9090                          STATION DESCRIPTION
 AC9090
 AC9090'DESCRIBED BY POLK COUNTY WISCONSIN 1995 (TEC)
 AC9090'THE STATION IS LOCATED 2.7 MI (4.3 KM) NORTHEAST OF THE VILLAGE OF
 AC9090'CENTURIA, WISCONSIN IN THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER
 AC9090'OF SECTION 36, T.35N., R.18W., 4TH P.M., TOWN OF EUREKA, POLK COUNTY.
 AC9090'TO REACH THE STATION FROM THE VILLAGE OF CENTURIA BEGIN AT THE
 AC9090'INTERSECTION OF STATE HIGHWAY 35 AND COUNTY TRUNK HIGHWAY I (TO THE
 AC9090'EAST) , GO 2.7 MI (4.3 KM) NORTHEAST TO THE STATION.  THE STATION IS
 AC9090'LOCATED 34 FEET (10.4 M) WEST OF CENTERLINE OF STATE HIGHWAY 35, 18
 AC9090'FEET (5.5 M) SOUTHEAST OF CENTER OF OLD RAILROAD BED (GANDY DANCER
 AC9090'TRAIL) , 9.5 FEET (2.9 M) SOUTH - SOUTHEAST OF STOP SIGN ON TRAIL AND
 AC9090'.15 MI (0.24 KM) SOUTH OF 190TH AVENUE.  THE STATION IS A BRASS CAP,
 AC9090'SET IN A 1.3 FOOT (0.4 M) DIAMETER BY 6 FOOT (1.8 M) DEEP CONCRETE
 AC9090'MONUMENT FLUSH WITH GROUND SURFACE.  A PLASTIC WITNESS POST IS SET 2
 AC9090'FEET (0.6 M) FROM THE STATION.
 AC9090
 AC9090                          STATION RECOVERY (2005)
 AC9090
 AC9090'RECOVERY NOTE BY US POWER SQUADRON 2005 (DRB)
 AC9090'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.6 M WEST, 1.0 M
 AC9090'NORTHWEST, AND 0.9 M SOUTH OF THREE WHITE PLASTIC WITNESS POSTS.
 AC9090'NOTE-- ALL OF THE MONUMENT BUT THE DISK IS COVERED WITH ASPHALT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC9091 ***********************************************************************
 AC9091  DESIGNATION -  EUREKA W
 AC9091  PID         -  AC9091
 AC9091  STATE/COUNTY-  WI/POLK
 AC9091  USGS QUAD   -  CUSHING (1983)
 AC9091
 AC9091                         *CURRENT SURVEY CONTROL
 AC9091  ___________________________________________________________________
 AC9091* NAD 83(1997)-  45 32 18.69943(N)    092 40 56.23978(W)     ADJUSTED  
 AC9091* NAVD 88     -       301.6    (meters)     989.     (feet)  GPS OBS   
 AC9091  ___________________________________________________________________
 AC9091  X           -    -209,431.947 (meters)                     COMP
 AC9091  Y           -  -4,470,360.929 (meters)                     COMP
 AC9091  Z           -   4,529,665.205 (meters)                     COMP
 AC9091  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AC9091  ELLIP HEIGHT-         274.21  (meters)          (09/30/02) GPS OBS
 AC9091  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AC9091
 AC9091  HORZ ORDER  -  FIRST
 AC9091  ELLP ORDER  -  SECOND    CLASS I
 AC9091
 AC9091.The horizontal coordinates were established by GPS observations
 AC9091.and adjusted by the National Geodetic Survey in September 2002..
 AC9091
 AC9091.The orthometric height was determined by GPS observations and a
 AC9091.high-resolution geoid model.
 AC9091
 AC9091.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9091
 AC9091.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9091
 AC9091.The ellipsoidal height was determined by GPS observations
 AC9091.and is referenced to NAD 83.
 AC9091
 AC9091.The geoid height was determined by GEOID03.
 AC9091
 AC9091;                    North         East     Units Scale Factor Converg.
 AC9091;SPC WI C     -   192,947.302   390,537.036   MT  1.00000757   -1 53 33.2
 AC9091;SPC WI C     -   633,027.94  1,281,286.93   sFT  1.00000757   -1 53 33.2
 AC9091;UTM  15      - 5,042,825.910   524,804.821   MT  0.99960756   +0 13 36.3
 AC9091
 AC9091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9091!SPC WI C     -   0.99995701  x   1.00000757  =   0.99996458
 AC9091!UTM  15      -   0.99995701  x   0.99960756  =   0.99956459
 AC9091
 AC9091                          SUPERSEDED SURVEY CONTROL
 AC9091
 AC9091  NAD 83(1991)-  45 32 18.69901(N)    092 40 56.23772(W) AD(       ) 1
 AC9091  ELLIP H (06/10/97)  274.24   (m)                       GP(       ) 2 1
 AC9091
 AC9091.Superseded values are not recommended for survey control.
 AC9091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9091.See file dsdata.txt to determine how the superseded data were derived.
 AC9091
 AC9091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2480542826(NAD 83)
 AC9091_MARKER: DD = SURVEY DISK
 AC9091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9091_STAMPING: EUREKA W. 436
 AC9091_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC9091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9091+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2005
 AC9091
 AC9091  HISTORY     - Date     Condition        Report By
 AC9091  HISTORY     - 1995     MONUMENTED       WI-095
 AC9091  HISTORY     - 20051102 GOOD             WIDT
 AC9091
 AC9091                          STATION DESCRIPTION
 AC9091
 AC9091'DESCRIBED BY POLK COUNTY WISCONSIN 1995 (TEC)
 AC9091'THE STATION IS LOCATED 9 MI (14.5 KM) NORTH AND 1.5 MI (2.4 KM) WEST
 AC9091'OF CITY OF ST. CROIX FALLS, WISCONSIN IN THE NORTHEAST QUARTER OF THE
 AC9091'NORTHWEST QUARTER AND THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER
 AC9091'OF SECTION 11, T.35N., R.19W., 4TH P.M.  TOWN OF EUREKA, POLK COUNTY.
 AC9091'TO REACH THE STATION FROM THE CITY OF ST. CROIX FALLS GO TO THE
 AC9091'INTERSECTION OF STATE HIGHWAY 87 AND U.S HIGHWAY 8, GO NORTH 9 MI.
 AC9091'(14.5 KM) TO THE INTERSECTION 225TH AVENUE AND STATE HIGHWAY 87, GO
 AC9091'WEST 1.5 MILES (2.4 KM) TO INTERSECTION OF 255TH STREET AND 225TH
 AC9091'AVENUE, GO NORTH .25 MI (0.40 KM) TO THE STATION.  THE STATION IS
 AC9091'LOCATED 21 FEET (6.4 M) WEST OF CENTERLINE OF 255TH STREET, ON
 AC9091'EASTERLY EXTENSION OF FENCE TO WEST, .25 MI (0.40 KM) SOUTH OF 230TH
 AC9091'AVENUE.  THE STATION IS A BRASS CAP, SET IN A 1.3 FOOT (0.4 M)
 AC9091'DIAMETER BY 6 FOOT (1.8 M) DEEP CONCRETE MONUMENT FLUSH WITH GROUND
 AC9091'SURFACE.  A PLASTIC WITNESS POST IS SET 2 FEET (0.6 M) FROM THE
 AC9091'STATION.
 AC9091
 AC9091                          STATION RECOVERY (2005)
 AC9091
 AC9091'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AC9091'RECOVERED IN GOOD CONDITION.  AN ADDITIONAL TO REACH FOLLOWS-- FROM
 AC9091'THE JUNCTION OF STATE HIGHWAY 87 (240TH STREET) WITH COUNTY HIGHWAY G
 AC9091'EAST (230TH AVENUE), GO EAST ON 230TH AVENUE FOR 1.5 MILES TO 255TH
 AC9091'STREET, TURN LEFT AND GO SOUTH ON 255TH STREET FOR 0.2 MILE TO THE
 AC9091'STATION ON THE RIGHT.
 AC9091'ADD-- THE STATION IS ABOUT 0.1 MILE SOUTH OF PRIVATE ENTRANCE
 AC9091'--2287-EW11--, 29.3 M NORTHWEST OF POWER POLE --131-58--, 23.4 M
 AC9091'SOUTHWEST OF POWER POLE --131-57--, 3.7 M SOUTH OF THE CENTERLINE OF A
 AC9091'FIELD ENTRANCE, 2.2 M NORTH OF THE CENTERLINE OF A FIELD ENTRANCE, 1.8
 AC9091'M EAST OF A --CAUTION TELEPHONE CABLE UNDERGROUND-- SIGN POST, AND 0.9
 AC9091'M EAST OF AN ORANGE 4X4 PLASTIC GUARD POST.
 AC9091' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0520 ***********************************************************************
 PM0520  DESIGNATION -  EUREN
 PM0520  PID         -  PM0520
 PM0520  STATE/COUNTY-  WI/KEWAUNEE
 PM0520  USGS QUAD   -  CASCO (1978)
 PM0520
 PM0520                         *CURRENT SURVEY CONTROL
 PM0520  ___________________________________________________________________
 PM0520* NAD 83(1991)-  44 36 39.27272(N)    087 33 47.39418(W)     ADJUSTED  
 PM0520* NAVD 88     -       247.     (meters)     810.     (feet)  SCALED    
 PM0520  ___________________________________________________________________
 PM0520  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 PM0520  GEOID HEIGHT-         -36.34  (meters)                     GEOID03
 PM0520
 PM0520  HORZ ORDER  -  SECOND
 PM0520
 PM0520.The horizontal coordinates were established by classical geodetic methods
 PM0520.and adjusted by the National Geodetic Survey in November 1991..
 PM0520
 PM0520.The orthometric height was scaled from a topographic map.
 PM0520
 PM0520.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0520
 PM0520.The geoid height was determined by GEOID03.
 PM0520
 PM0520;                    North         East     Units Scale Factor Converg.
 PM0520;SPC WI C     -    89,304.653   793,394.220   MT  0.99995137   +1 43 09.7
 PM0520;SPC WI C     -   292,993.68  2,602,994.20   sFT  0.99995137   +1 43 09.7
 PM0520;UTM  16      - 4,939,883.041   455,314.592   MT  0.99962455   -0 23 43.8
 PM0520
 PM0520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0520!SPC WI C     -   0.99996698  x   0.99995137  =   0.99991835
 PM0520!UTM  16      -   0.99996698  x   0.99962455  =   0.99959154
 PM0520
 PM0520:                Primary Azimuth Mark                     Grid Az
 PM0520:SPC WI C     -  EUREN AZ MK                              014 39 28.8
 PM0520:UTM  16      -  EUREN AZ MK                              016 46 22.3
 PM0520
 PM0520|---------------------------------------------------------------------|
 PM0520| PID    Reference Object                     Distance      Geod. Az  |
 PM0520|                                                           dddmmss.s |
 PM0520| CJ4915 EUREN AZ MK                                        0162238.5 |
 PM0520| CJ4916 EUREN RM 1                           27.019 METERS 07720     |
 PM0520| PM0518 RANKIN ST JOHNS LUTH CH SPIRE       APPROX. 4.9 KM 1101424.4 |
 PM0520| CJ4917 EUREN RM 2                           27.697 METERS 28151     |
 PM0520|---------------------------------------------------------------------|
 PM0520
 PM0520                          SUPERSEDED SURVEY CONTROL
 PM0520
 PM0520  NAD 83(1986)-  44 36 39.26501(N)    087 33 47.38123(W) AD(       ) 2
 PM0520  NAD 27      -  44 36 39.27100(N)    087 33 47.05500(W) AD(       ) 2
 PM0520
 PM0520.Superseded values are not recommended for survey control.
 PM0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0520.See file dsdata.txt to determine how the superseded data were derived.
 PM0520
 PM0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5531539883(NAD 83)
 PM0520_MARKER: DS = TRIANGULATION STATION DISK
 PM0520_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 PM0520
 PM0520  HISTORY     - Date     Condition        Report By
 PM0520  HISTORY     - 1953     MONUMENTED       CGS
 PM0520  HISTORY     - 20030525 MARK NOT FOUND   USPSQD
 PM0520
 PM0520                          STATION DESCRIPTION
 PM0520
 PM0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0520'THE STATION IS LOCATED ABOUT 6 MILES WEST OF ALGOMA, 4-1/2 MILES
 PM0520'NORTHEAST OF CASCO, AND 2 MILES EAST OF EUREN.  IT IS 90 FEET WEST
 PM0520'OF A WHITE WITNESS POST, 30 FEET SOUTH OF THE CENTER OF A GRAVEL
 PM0520'ROAD AND 19 FEET SOUTH OF A FENCE LINE.  THE MARK IS SUBSURFACE ABOUT
 PM0520'18 INCHES AND THE DISK IS STAMPED EUREN 1953.
 PM0520'
 PM0520'REFERENCE MARK NO. 1 IS 12 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD,
 PM0520'2 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A FENCE
 PM0520'LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED EUREN NO 1 1953.
 PM0520'
 PM0520'REFERENCE MARK NO. 2 IS 12 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD
 PM0520'AND 1 FOOT SOUTH OF FENCE LINE.  THE MARK PROJECTS ABOUT 4 INCHES
 PM0520'AND THE DISK IS STAMPED EUREN NO 2 1953.
 PM0520'
 PM0520'AZIMUTH MARK IS 22 FEET SOUTHEAST OF THE CENTER OF A GRAVEL ROAD, 2
 PM0520'FEET SOUTH OF A WHITE WITNESS POST AND 2 FEET SOUTHEAST OF A FENCE
 PM0520'LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED EUREN 1953.
 PM0520'
 PM0520'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 42 AND 54 IN
 PM0520'ALGOMA, GO WEST ON HIGHWAY 54 FOR 4.9 MILES TO COUNTY HIGHWAY K,
 PM0520'TURN RIGHT AND GO NORTHWEST FOR 0.55 MILE TO THE JUNCTION WITH
 PM0520'COUNTY HIGHWAY P, TURN RIGHT ON HIGHWAY P AND GO 1.0 MILE TO A
 PM0520'GRAVEL CROSSROAD.  TURN LEFT AND GO WEST FOR 0.75 MILE TO A
 PM0520'SIDE ROAD RIGHT, TURN RIGHT AND GO NORTH FOR 0.5 MILE TO A GRAVEL T
 PM0520'ROAD LEFT, TURN LEFT AND GO WEST FOR 0.05 MILE TO THE STATION ON
 PM0520'THE LEFT AS DESCRIBED.
 PM0520'
 PM0520'TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE AHEAD, NORTH, FOR
 PM0520'FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 PM0520'
 PM0520'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 PM0520
 PM0520                          STATION RECOVERY (2003)
 PM0520
 PM0520'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0520'STATION, RM1, RM2 AND AZ MARK WERE NOT FOUND.
 PM0520' 
 PM0520'FROM THE JUNCTION OF CTH K AND HIGHWAY 54, GO WEST FOR 0.55 MILE ON
 PM0520'CTH K TO CTH P.  TURN RIGHT (NORTH) ON CTH P AND GO 1.0 MILE TO
 PM0520'PHEASANT ROAD.  TURN LEFT (WEST) FOR 0.75 MILE TO CEDAR ROAD.  TURN
 PM0520'RIGHT (NORTH) ON CEDAR ROAD FOR 0.5 MILE TO CHERRY ROAD.  TURN LEFT
 PM0520'(WEST) FOR 0.05 MILE ON CHERRY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1384 ***********************************************************************
 NH1384  DESIGNATION -  EVANS
 NH1384  PID         -  NH1384
 NH1384  STATE/COUNTY-  WI/ROCK
 NH1384  USGS QUAD   -  EVANSVILLE (1981)
 NH1384
 NH1384                         *CURRENT SURVEY CONTROL
 NH1384  ___________________________________________________________________
 NH1384* NAD 83(1991)-  42 47 07.86892(N)    089 18 50.03432(W)     ADJUSTED  
 NH1384* NAVD 88     -       303.     (meters)     994.     (feet)  SCALED    
 NH1384  ___________________________________________________________________
 NH1384  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 NH1384  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 NH1384
 NH1384  HORZ ORDER  -  THIRD
 NH1384
 NH1384.The horizontal coordinates were established by classical geodetic methods
 NH1384.and adjusted by the National Geodetic Survey in November 1991..
 NH1384
 NH1384.The orthometric height was scaled from a topographic map.
 NH1384
 NH1384.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1384
 NH1384.The geoid height was determined by GEOID03.
 NH1384
 NH1384;                    North         East     Units Scale Factor Converg.
 NH1384;SPC WI S     -    87,495.317   656,138.382   MT  0.99998989   +0 28 17.1
 NH1384;SPC WI S     -   287,057.55  2,152,680.67   sFT  0.99998989   +0 28 17.1
 NH1384;UTM  16      - 4,739,594.134   310,739.221   MT  1.00004069   -1 34 19.9
 NH1384
 NH1384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1384!SPC WI S     -   0.99995781  x   0.99998989  =   0.99994770
 NH1384!UTM  16      -   0.99995781  x   1.00004069  =   0.99999850
 NH1384
 NH1384|---------------------------------------------------------------------|
 NH1384| PID    Reference Object                     Distance      Geod. Az  |
 NH1384|                                                           dddmmss.s |
 NH1384| CI8636 EVANS RM 1                           24.728 METERS 01045     |
 NH1384| CJ7903 VICTORY PP 1                         30.480 METERS 16735     |
 NH1384| CI8637 EVANS RM 2                           27.374 METERS 28004     |
 NH1384| CI8635 EVANS AZ MK                                        3084354.5 |
 NH1384|---------------------------------------------------------------------|
 NH1384
 NH1384                          SUPERSEDED SURVEY CONTROL
 NH1384
 NH1384  NAD 83(1986)-  42 47 07.86165(N)    089 18 50.03529(W) AD(       ) 3
 NH1384  NAD 27      -  42 47 07.84270(N)    089 18 49.61070(W) AD(       ) 3
 NH1384
 NH1384.Superseded values are not recommended for survey control.
 NH1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1384.See file dsdata.txt to determine how the superseded data were derived.
 NH1384
 NH1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1073939594(NAD 83)
 NH1384_MARKER: DS = TRIANGULATION STATION DISK
 NH1384_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 NH1384
 NH1384  HISTORY     - Date     Condition        Report By
 NH1384  HISTORY     - 1957     MONUMENTED       CGS
 NH1384  HISTORY     - 19960504 GOOD             USPSQD
 NH1384  HISTORY     - 20010331 GOOD             NGS
 NH1384
 NH1384                          STATION DESCRIPTION
 NH1384
 NH1384'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1384'THE STATION IS LOCATED AT THE NORTHWEST CORNER OF EVANSVILLE,
 NH1384'ON THE HIGHEST HILL IN THE VICINITY AND IS ON THE PROPERTY OF THE
 NH1384'MILBRANDT BROTHERS.  IT IS ON THE NORTH SIDE OF COUNTY HIGHWAY C.
 NH1384'IT IS 65 FEET NORTH OF THE CENTERLINE OF COUNTY HIGHWAY C, 16
 NH1384'FEET WEST OF A FENCE, 33 FEET NORTH OF A WHITE WITNESS POST, 44
 NH1384'FEET NORTHWEST OF A POWER LINE POLE AND 50 FEET NORTHWEST OF A
 NH1384'FENCE CORNER.  THE MONUMENT IS 16 INCHES UNDERGROUND AND THE
 NH1384'DISK IS STAMPED EVANS 1957.
 NH1384'
 NH1384'TO REACH THE STATION FROM THE UNION BANK AND TRUST COMPANY
 NH1384'BUILDING, LOCATED AT THE NORTHEAST CORNER OF THE INTERSECTION OF
 NH1384'MADISON AND MAIN STREETS IN EVANSVILLE, GO WEST ON MAIN STREET
 NH1384'FOR 0.45 MILE TO THE JUNCTION OF COUNTY HIGHWAY C.  TURN RIGHT
 NH1384'AND GO NORTHWEST ON HIGHWAY C FOR 0.45 MILE TO THE STATION ON
 NH1384'THE RIGHT.
 NH1384'
 NH1384'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON COUNTY
 NH1384'HIGHWAY C FOR 0.35 MILE TO A PAVED SIDE ROAD RIGHT.  TURN RIGHT
 NH1384'AND GO NORTH ON THE PAVED ROAD FOR 0.15 MILE TO THE MARK ON
 NH1384'THE RIGHT.
 NH1384'
 NH1384'REFERENCE MARK 1 IS 42 FEET SOUTHEAST OF A 14 INCH CHERRY TREE,
 NH1384'6 INCHES WEST OF A FENCE AND 111 FEET NORTH OF THE WHITE WITNESS
 NH1384'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED EVANS NO
 NH1384'1 1957.
 NH1384'
 NH1384'REFERENCE MARK 2 IS 6 INCHES NORTH OF A FENCE, 47 FEET EAST OF A
 NH1384'POWER LINE POLE, 45 FEET WEST OF A 16 INCH WALNUT TREE AND 29 FEET
 NH1384'NORTH OF THE CENTERLINE OF HIGHWAY C.  THE MONUMENT IS FLUSH AND
 NH1384'THE DISK IS STAMPED EVANS NO 2 1957.
 NH1384'
 NH1384'THE AZIMUTH MARK IS 27 FEET NORTHEAST OF THE CENTERLINE OF A
 NH1384'PAVED ROAD, 2 FEET SOUTH OF A WHITE WITNESS POST AND 6 INCHES
 NH1384'SOUTHWEST OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 NH1384'STAMPED EVANS 1957.
 NH1384'
 NH1384'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NH1384
 NH1384                          STATION RECOVERY (1996)
 NH1384
 NH1384'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1384'RECOVERED IN GOOD CONDITION.
 NH1384
 NH1384                          STATION RECOVERY (2001)
 NH1384
 NH1384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1384'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0364 ***********************************************************************
 NH0364  DESIGNATION -  EVANSVILLE
 NH0364  PID         -  NH0364
 NH0364  STATE/COUNTY-  WI/ROCK
 NH0364  USGS QUAD   -  EVANSVILLE (1981)
 NH0364
 NH0364                         *CURRENT SURVEY CONTROL
 NH0364  ___________________________________________________________________
 NH0364* NAD 83(1986)-  42 46 40.     (N)    089 17 33.     (W)     SCALED    
 NH0364* NAVD 88     -       273.299  (meters)     896.65   (feet)  ADJUSTED  
 NH0364  ___________________________________________________________________
 NH0364  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 NH0364  DYNAMIC HT  -         273.219 (meters)     896.39  (feet)  COMP
 NH0364  MODELED GRAV-     980,321.3   (mgal)                       NAVD 88
 NH0364
 NH0364  VERT ORDER  -  SECOND    CLASS 0
 NH0364
 NH0364.The horizontal coordinates were scaled from a topographic map and have
 NH0364.an estimated accuracy of +/- 6 seconds.
 NH0364
 NH0364.The orthometric height was determined by differential leveling
 NH0364.and adjusted by the National Geodetic Survey in June 1991..
 NH0364
 NH0364.The geoid height was determined by GEOID03.
 NH0364
 NH0364.The dynamic height is computed by dividing the NAVD 88
 NH0364.geopotential number by the normal gravity value computed on the
 NH0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0364.degrees latitude (g = 980.6199 gals.).
 NH0364
 NH0364.The modeled gravity was interpolated from observed gravity values.
 NH0364
 NH0364;                    North         East    Units  Estimated Accuracy
 NH0364;SPC WI S     -    86,650.      657,900.      MT  (+/- 180 meters Scaled)
 NH0364
 NH0364                          SUPERSEDED SURVEY CONTROL
 NH0364
 NH0364  NGVD 29 (??/??/92)  273.360  (m)          896.85   (f) ADJ UNCH    2 0
 NH0364
 NH0364.Superseded values are not recommended for survey control.
 NH0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0364.See file dsdata.txt to determine how the superseded data were derived.
 NH0364
 NH0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN124386(NAD 83)
 NH0364_MARKER: DB = BENCH MARK DISK
 NH0364_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NH0364_SP_SET: STEP
 NH0364_STAMPING: EVANSVILLE 1934
 NH0364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0364_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NH0364+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2000
 NH0364
 NH0364  HISTORY     - Date     Condition        Report By
 NH0364  HISTORY     - 1934     MONUMENTED       CGS
 NH0364  HISTORY     - 1943     GOOD             NGS
 NH0364  HISTORY     - 19950820 GOOD             USPSQD
 NH0364  HISTORY     - 20000624 GOOD             WIDT
 NH0364  HISTORY     - 20010331 GOOD             NGS
 NH0364
 NH0364                          STATION DESCRIPTION
 NH0364
 NH0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NH0364'AT EVANSVILLE.
 NH0364'AT EVANSVILLE, ALONG EXCHANGE STREET AT THE CITY WATER
 NH0364'PURIFICATION PLANT.  125 FEET EAST OF RAILROAD WATER TANK, SET
 NH0364'IN NORTH END OF THE CONCRETE STEP AT NORTH EDGE OF WEST DOORWAY,
 NH0364'1 FOOT ABOVE GROUND LEVEL.  STANDARD DISK, STAMPED EVANSVILLE
 NH0364'1934.
 NH0364
 NH0364                          STATION RECOVERY (1943)
 NH0364
 NH0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 NH0364'RECOVERED IN GOOD CONDITION.
 NH0364
 NH0364                          STATION RECOVERY (1995)
 NH0364
 NH0364'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH0364'RECOVERED IN GOOD CONDITION.
 NH0364
 NH0364                          STATION RECOVERY (2000)
 NH0364
 NH0364'RECOVERY NOTE BY WI DEPT OF TRANSP 2000 (GRS)
 NH0364'THE BENCH MARK WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE
 NH0364'CONCRETE STEP IS DETERIORATING IN THE VICINITY OF THE DISK.  THE
 NH0364'BUILDING APPEARS VACANT AND WAITING FOR THE WRECKING BALL. THE DISK IS
 NH0364'APPROXIMATELY 2 FEET EAST OF A FOX DEN--COMPLETE WITH FOX.  THE
 NH0364'RAILROAD WATER TANK HAS BEEN REMOVED.
 NH0364
 NH0364                          STATION RECOVERY (2001)
 NH0364
 NH0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0364'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4866 ***********************************************************************
 DG4866  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4866  DESIGNATION -  EVANSVILLE GPS
 DG4866  PID         -  DG4866
 DG4866  STATE/COUNTY-  WI/ROCK
 DG4866  USGS QUAD   -  EVANSVILLE (1981)
 DG4866
 DG4866                         *CURRENT SURVEY CONTROL
 DG4866  ___________________________________________________________________
 DG4866* NAD 83(1997)-  42 49 33.26175(N)    089 18 11.10712(W)     ADJUSTED  
 DG4866* NAVD 88     -       287.07   (meters)     941.8    (feet)  GPS OBS   
 DG4866  ___________________________________________________________________
 DG4866  X           -      56,988.126 (meters)                     COMP
 DG4866  Y           -  -4,684,960.892 (meters)                     COMP
 DG4866  Z           -   4,313,509.221 (meters)                     COMP
 DG4866  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 DG4866  ELLIP HEIGHT-         253.12  (meters)          (04/02/04) GPS OBS
 DG4866  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 DG4866
 DG4866  HORZ ORDER  -  FIRST
 DG4866  ELLP ORDER  -  FOURTH    CLASS I
 DG4866
 DG4866.The horizontal coordinates were established by GPS observations
 DG4866.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4866
 DG4866.The orthometric height was determined by GPS observations and a
 DG4866.high-resolution geoid model using precise GPS observation and
 DG4866.processing techniques.
 DG4866
 DG4866.Photographs are available for this station.
 DG4866
 DG4866.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4866
 DG4866.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4866
 DG4866.The ellipsoidal height was determined by GPS observations
 DG4866.and is referenced to NAD 83.
 DG4866
 DG4866.The geoid height was determined by GEOID03.
 DG4866
 DG4866;                    North         East     Units Scale Factor Converg.
 DG4866;SPC WI S     -    91,988.974   656,985.619   MT  0.99998262   +0 28 43.9
 DG4866;SPC WI S     -   301,800.49  2,155,460.32   sFT  0.99998262   +0 28 43.9
 DG4866;UTM  16      - 4,744,054.941   311,746.267   MT  1.00003601   -1 33 57.7
 DG4866
 DG4866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4866!SPC WI S     -   0.99996031  x   0.99998262  =   0.99994293
 DG4866!UTM  16      -   0.99996031  x   1.00003601  =   0.99999631
 DG4866
 DG4866                          SUPERSEDED SURVEY CONTROL
 DG4866
 DG4866.No superseded survey control is available for this station.
 DG4866
 DG4866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1174644055(NAD 83)
 DG4866_MARKER: DD = SURVEY DISK
 DG4866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4866_STAMPING: EVANSVILLE GPS 1992
 DG4866_MARK LOGO: WI-105
 DG4866_PROJECTION: FLUSH
 DG4866_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4866+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2004
 DG4866
 DG4866  HISTORY     - Date     Condition        Report By
 DG4866  HISTORY     - 1992     MONUMENTED       WI-105
 DG4866  HISTORY     - 2001     GOOD             WIDT
 DG4866  HISTORY     - 20040411 GOOD             USPSQD
 DG4866
 DG4866                          STATION DESCRIPTION
 DG4866
 DG4866'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4866'THE STATION IS LOCATED ABOUT 29 KM SOUTH-SOUTHEAST OF MADISON, 28 KM
 DG4866'NORTHWEST OF JANESVILLE AND 5 KM NORTH OF EVANSVILLE.
 DG4866'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  THE STATION IS
 DG4866'LOCATED AT THE JUNCTION OF US HIGHWAY 14 AND STATE HIGHWAY 59 EAST
 DG4866'ABOUT 28 KM NORTHWEST OF THE CITY OF JANESVILLE.  THE STATION IS A
 DG4866'BRONZE ROCK COUNTY GEODETIC CONTROL MARKER DISK SET IN THE TOP OF A
 DG4866'45-CM DIAMETER CONCRETE POST ABOUT 2 M BELOW THE HIGHWAY PAVEMENT.
 DG4866'THE STATION IS 45.0 M SOUTH OF THE CENTERLINE OF STATE HIGHWAY 59
 DG4866'EAST, 22.8 M EAST OF THE CENTERLINE OF STATE HIGHWAY 59 WEST AND US
 DG4866'HIGHWAY 14, 20 M SOUTHEAST OF THE TOP CENTER OF THE EAST END OF A
 DG4866'0.6-M DIAMETER CORRUGATED METAL CULVERT PIPE, AND 14.5 M WEST OF A
 DG4866'BARBED WIRE FENCE.  ---NOTE---THE STATION IS 0.8 M WEST OF AN ORANGE
 DG4866'FIBERGLASS WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DG4866'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT
 DG4866'FOR A TREE TO THE EAST EXTENDING TO 37 DEGREES.
 DG4866' 
 DG4866'
 DG4866
 DG4866                          STATION RECOVERY (2004)
 DG4866
 DG4866'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DG4866'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1383 ***********************************************************************
 NH1383  DESIGNATION -  EVANSVILLE MUNICIPAL STANDPIPE
 NH1383  PID         -  NH1383
 NH1383  STATE/COUNTY-  WI/ROCK
 NH1383  USGS QUAD   -  EVANSVILLE (1981)
 NH1383
 NH1383                         *CURRENT SURVEY CONTROL
 NH1383  ___________________________________________________________________
 NH1383* NAD 83(1991)-  42 47 04.86862(N)    089 18 47.57693(W)     ADJUSTED  
 NH1383* NAVD 88     -                                                        
 NH1383  ___________________________________________________________________
 NH1383  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 NH1383  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 NH1383
 NH1383  HORZ ORDER  -  THIRD
 NH1383
 NH1383.The horizontal coordinates were established by classical geodetic methods
 NH1383.and adjusted by the National Geodetic Survey in November 1991..
 NH1383
 NH1383
 NH1383.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1383
 NH1383.The geoid height was determined by GEOID03.
 NH1383
 NH1383;                    North         East     Units Scale Factor Converg.
 NH1383;SPC WI S     -    87,403.198   656,194.996   MT  0.99999004   +0 28 18.8
 NH1383;SPC WI S     -   286,755.33  2,152,866.42   sFT  0.99999004   +0 28 18.8
 NH1383;UTM  16      - 4,739,500.050   310,792.517   MT  1.00004045   -1 34 18.1
 NH1383
 NH1383                          SUPERSEDED SURVEY CONTROL
 NH1383
 NH1383  NAD 83(1986)-  42 47 04.86084(N)    089 18 47.57744(W) AD(       ) 4
 NH1383  NAD 27      -  42 47 04.83900(N)    089 18 47.14800(W) AD(       ) 3
 NH1383
 NH1383.Superseded values are not recommended for survey control.
 NH1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1383.See file dsdata.txt to determine how the superseded data were derived.
 NH1383
 NH1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1079339500(NAD 83)
 NH1383_MARKER: 52 = STANDPIPE TANK
 NH1383
 NH1383  HISTORY     - Date     Condition        Report By
 NH1383  HISTORY     - 1957     FIRST OBSERVED   CGS
 NH1383  HISTORY     - 19840615 GOOD             NGS
 NH1383  HISTORY     - 19950820 GOOD             USPSQD
 NH1383  HISTORY     - 20010331 GOOD             NGS
 NH1383  HISTORY     - 20040411 GOOD             USPSQD
 NH1383
 NH1383                          STATION DESCRIPTION
 NH1383
 NH1383'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1383'THE STATION IS THE FINIAL AT THE APEX OF THE STANDPIPE IN
 NH1383'EVANSVILLE, WISCONSIN.  IT IS A RIVETED STEEL STRUCTURE PAINTED
 NH1383'SILVER AND TOTAL HEIGHT IS 85 FEET.
 NH1383'
 NH1383'IT IS LOCATED IN THE NORTH WEST SECTION OF THE CITY OF EVANSVILLE,
 NH1383'50 FEET SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY C.
 NH1383
 NH1383                          STATION RECOVERY (1984)
 NH1383
 NH1383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 NH1383'RECOVERED IN GOOD CONDITION WITH ONE EXCEPTION, THERE IS NOW A
 NH1383'RECEIVER DISH ATOP THE STANDPIPE.  DESCRIPTION TO REACH STILL
 NH1383'ADEQUATE.
 NH1383
 NH1383                          STATION RECOVERY (1995)
 NH1383
 NH1383'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1383'RECOVERED IN GOOD CONDITION.
 NH1383
 NH1383                          STATION RECOVERY (2001)
 NH1383
 NH1383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1383'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH1383
 NH1383                          STATION RECOVERY (2004)
 NH1383
 NH1383'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 NH1383'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS IN THE SOUTHEAST
 NH1383'QUADRANT OF THE JUNCTION OF NORTH FIFTH STREET AND COUNTY HIGHWAY C,
 NH1383'ABOUT 100 FEET NORTHWEST OF --265 CTH C--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO1451 ***********************************************************************
 QO1451  DESIGNATION -  EVASKA
 QO1451  PID         -  QO1451
 QO1451  STATE/COUNTY-  WI/DUNN
 QO1451  USGS QUAD   -  BOYCEVILLE (1975)
 QO1451
 QO1451                         *CURRENT SURVEY CONTROL
 QO1451  ___________________________________________________________________
 QO1451* NAD 83(1991)-  45 07 02.68973(N)    092 03 00.92700(W)     ADJUSTED  
 QO1451* NAVD 88     -       386.5    (meters)    1268.     (feet)  VERTCON   
 QO1451  ___________________________________________________________________
 QO1451  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 QO1451  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 QO1451
 QO1451  HORZ ORDER  -  FIRST
 QO1451
 QO1451.The horizontal coordinates were established by classical geodetic methods
 QO1451.and adjusted by the National Geodetic Survey in March 1999..
 QO1451
 QO1451.The NAVD 88 height was computed by applying the VERTCON shift value to
 QO1451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QO1451
 QO1451.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO1451
 QO1451.The geoid height was determined by GEOID03.
 QO1451
 QO1451;                    North         East     Units Scale Factor Converg.
 QO1451;SPC WI C     -   144,723.330   438,699.466   MT  0.99994955   -1 26 47.8
 QO1451;SPC WI C     -   474,813.13  1,439,299.83   sFT  0.99994955   -1 26 47.8
 QO1451;UTM  15      - 4,996,432.428   574,701.190   MT  0.99966861   +0 40 22.7
 QO1451
 QO1451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1451!SPC WI C     -   0.99994419  x   0.99994955  =   0.99989375
 QO1451!UTM  15      -   0.99994419  x   0.99966861  =   0.99961282
 QO1451
 QO1451|---------------------------------------------------------------------|
 QO1451| PID    Reference Object                     Distance      Geod. Az  |
 QO1451|                                                           dddmmss.s |
 QO1451| CJ4082 EVASKA RM 1                          29.242 METERS 00147     |
 QO1451| CJ4083 EVASKA RM 2                          69.644 METERS 29912     |
 QO1451| CJ4081 EVASKA AZ MK                                       3013738.3 |
 QO1451| QO1448 LARSON                              APPROX.17.2 KM 3535745.7 |
 QO1451|---------------------------------------------------------------------|
 QO1451
 QO1451                          SUPERSEDED SURVEY CONTROL
 QO1451
 QO1451  NAD 83(1991)-  45 07 02.68768(N)    092 03 00.92489(W) AD(       ) 1
 QO1451  NAD 83(1986)-  45 07 02.68099(N)    092 03 00.93425(W) AD(       ) 1
 QO1451  NAD 27      -  45 07 02.81500(N)    092 03 00.27800(W) AD(       ) 1
 QO1451  NGVD 29 (07/19/86)  386.5    (m)         1268.     (f) VERT ANG       
 QO1451
 QO1451.Superseded values are not recommended for survey control.
 QO1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1451.See file dsdata.txt to determine how the superseded data were derived.
 QO1451
 QO1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK7470196432(NAD 83)
 QO1451_MARKER: DS = TRIANGULATION STATION DISK
 QO1451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO1451_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QO1451
 QO1451  HISTORY     - Date     Condition        Report By
 QO1451  HISTORY     - 1934     MONUMENTED       CGS
 QO1451  HISTORY     - 1972     GOOD             NGS
 QO1451
 QO1451                          STATION DESCRIPTION
 QO1451
 QO1451'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QO1451'THIS STATION IS ABOUT 10 MILES SOUTHWEST OF PRAIRIE FARM, IN
 QO1451'THE SOUTHWEST QUARTER OF SEC. 2, T. 30 N., R. 14 W., ON LAND
 QO1451'OWNED AND OCCUPIED BY GEORGE EVASKA.  THE MARK IS SET ON
 QO1451'THE WEST EDGE OF WOODS, 2 FEET WEST OF FENCE LINE, 14 FEET
 QO1451'WEST OF 12-INCH OAK TREE, ABOUT 200 FEET SOUTH OF LANE.  MARK
 QO1451'PROJECTS 12 INCHES.
 QO1451'
 QO1451'TO REACH STATION FROM PRAIRIE FARM, GO SOUTH AND WEST ON COUNTY
 QO1451'HIGHWAY F 7.5 MILES TO STATE HIGHWAY 64, TURN WEST ON HIGHWAY
 QO1451'64 FOR 2.4 MILES TO SIDE ROAD TO SOUTH, THENCE SOUTH 0.35
 QO1451'MILE TO T-ROAD, THENCE RIGHT 0.4 MILE TO T-ROAD, THENCE LEFT
 QO1451'1.25 MILES TO A T-ROAD, THENCE LEFT 0.45 MILE TO LANE ON
 QO1451'RIGHT SIDE OF ROAD AT SOUTH EDGE OF CULTIVATED FIELD, FOLLOW
 QO1451'LANE WEST ALONG SOUTH EDGE OF FIELD 0.15 MILE TO GATE, CONTINUE
 QO1451'THROUGH GATE 0.2 MILE TO WEST EDGE OF WOODS AND FENCE LINE,
 QO1451'THENCE SOUTH ALONG FENCE LINE 200 FEET TO STATION.
 QO1451'
 QO1451'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION, 1
 QO1451'FOOT WEST OF FENCE LINE, 9 FEET WEST OF 24-INCH TREE, 93
 QO1451'FEET SOUTH OF LANE.  MARK PROJECTS 14 INCHES.
 QO1451'
 QO1451'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, 1 FOOT SOUTH
 QO1451'OF SOUTH CORNER OF CULTIVATED FIELD.  MARK IS 14 INCHES
 QO1451'UNDERGROUND.
 QO1451'
 QO1451'AZIMUTH MARK IS NORTHWEST OF THE STATION, 6 FEET SOUTH OF
 QO1451'15-INCH TREE, 1 FOOT EAST OF FENCE LINE, 10 FEET NORTHEAST
 QO1451'OF LANE.  MARK IS 12 INCHES UNDERGROUND.
 QO1451'
 QO1451'LIGHTS 74 FEET ABOVE LARSON AND DAVIS COME INTO VIEW AT 58 FEET
 QO1451'ABOVE THE GROUND.
 QO1451'
 QO1451'A LIGHT 87 FEET ABOVE BENDICKSON COMES INTO VIEW AT 58 FEET
 QO1451'ABOVE THE GROUND.
 QO1451'
 QO1451'LIGHTS 74 FEET ABOVE LENSELINK AND 87 FEET ABOVE HILL COME INTO
 QO1451'VIEW AT 32 FEET ABOVE THE GROUND.
 QO1451
 QO1451                          STATION RECOVERY (1972)
 QO1451
 QO1451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JSA)
 QO1451'STATION AND REFERENCE MARK NO. 1 RECOVERED IN GOOD CONDITION.
 QO1451'REFERENCE MARK NO. 2 AND AZIMUTH MARK NOT FOUND.
 QO1451'
 QO1451'DISTANCE TO REFERENCE MARK NO. 1 MISSED +0.04 FT.
 QO1451'
 QO1451'STATION IS 10 FT. S. AND 188 FT. W. OF 2.5-FT. DIAMETER OAK
 QO1451'TREE IN NS. FENCE LINE, 20 FT. SSW. OF FENCE E., 116 FT. N.
 QO1451'AND 10 FT. E. OF EW. FENCE ON N. SIDE OF FARM LANE, IN LINE
 QO1451'WITH FENCE S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0184 ***********************************************************************
 QM0184  DESIGNATION -  EVERETT
 QM0184  PID         -  QM0184
 QM0184  STATE/COUNTY-  WI/ONEIDA
 QM0184  USGS QUAD   -  LAKE JULIA (1982)
 QM0184
 QM0184                         *CURRENT SURVEY CONTROL
 QM0184  ___________________________________________________________________
 QM0184* NAD 83(1991)-  45 37 26.85679(N)    089 28 08.81911(W)     ADJUSTED  
 QM0184* NAVD 88     -       490.693  (meters)    1609.88   (feet)  ADJUSTED  
 QM0184  ___________________________________________________________________
 QM0184  LAPLACE CORR-          -7.35  (seconds)                    DEFLEC99
 QM0184  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 QM0184  DYNAMIC HT  -         490.671 (meters)    1609.81  (feet)  COMP
 QM0184  MODELED GRAV-     980,556.1   (mgal)                       NAVD 88
 QM0184
 QM0184  HORZ ORDER  -  FIRST
 QM0184  VERT ORDER  -  FIRST     CLASS II
 QM0184
 QM0184.This mark is at Rhinelander Airport (RHI)
 QM0184
 QM0184.The horizontal coordinates were established by classical geodetic methods
 QM0184.and adjusted by the National Geodetic Survey in November 1991..
 QM0184
 QM0184.The orthometric height was determined by differential leveling
 QM0184.and adjusted by the National Geodetic Survey in June 1991..
 QM0184
 QM0184.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0184
 QM0184.The geoid height was determined by GEOID03.
 QM0184
 QM0184.The dynamic height is computed by dividing the NAVD 88
 QM0184.geopotential number by the normal gravity value computed on the
 QM0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0184.degrees latitude (g = 980.6199 gals.).
 QM0184
 QM0184.The modeled gravity was interpolated from observed gravity values.
 QM0184
 QM0184;                    North         East     Units Scale Factor Converg.
 QM0184;SPC WI N     -    50,982.201   641,400.843   MT  0.99999007   +0 22 58.7
 QM0184;SPC WI N     -   167,264.10  2,104,329.27   sFT  0.99999007   +0 22 58.7
 QM0184;SPC WI C     -   199,136.826   641,402.345   MT  1.00002601   +0 22 28.5
 QM0184;SPC WI C     -   653,334.74  2,104,334.19   sFT  1.00002601   +0 22 28.5
 QM0184;UTM  16      - 5,055,252.099   307,521.375   MT  1.00005551   -1 45 55.4
 QM0184
 QM0184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0184!SPC WI N     -   0.99992807  x   0.99999007  =   0.99991814
 QM0184!SPC WI C     -   0.99992807  x   1.00002601  =   0.99995407
 QM0184!UTM  16      -   0.99992807  x   1.00005551  =   0.99998357
 QM0184
 QM0184:                Primary Azimuth Mark                     Grid Az
 QM0184:SPC WI N     -  PETERSON 1921                            065 06 44.2
 QM0184:SPC WI C     -  PETERSON 1921                            065 07 14.4
 QM0184:UTM  16      -  PETERSON 1921                            067 15 38.3
 QM0184
 QM0184|---------------------------------------------------------------------|
 QM0184| PID    Reference Object                     Distance      Geod. Az  |
 QM0184|                                                           dddmmss.s |
 QM0184| QM0185 PETERSON 1921                       APPROX. 2.0 KM 0652942.9 |
 QM0184|---------------------------------------------------------------------|
 QM0184
 QM0184                          SUPERSEDED SURVEY CONTROL
 QM0184
 QM0184  NAD 83(1986)-  45 37 26.85130(N)    089 28 08.81620(W) AD(       ) 1
 QM0184  NAD 27      -  45 37 27.01900(N)    089 28 08.33400(W) AD(       ) 1
 QM0184  NGVD 29 (??/??/92)  490.686  (m)         1609.86   (f) ADJ UNCH    1 2
 QM0184
 QM0184.Superseded values are not recommended for survey control.
 QM0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0184.See file dsdata.txt to determine how the superseded data were derived.
 QM0184
 QM0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR0752155252(NAD 83)
 QM0184_MARKER: DS = TRIANGULATION STATION DISK
 QM0184_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QM0184_SP_SET: RAIL
 QM0184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0184
 QM0184  HISTORY     - Date     Condition        Report By
 QM0184  HISTORY     - 1921     MONUMENTED       CGS
 QM0184  HISTORY     - 1922     GOOD             NGS
 QM0184  HISTORY     - 1934     GOOD             NGS
 QM0184  HISTORY     - 1952     GOOD             CGS
 QM0184  HISTORY     - 1960     MARK NOT FOUND   CGS
 QM0184  HISTORY     - 1964     GOOD             CGS
 QM0184  HISTORY     - 1971     GOOD             NGS
 QM0184  HISTORY     - 1976     GOOD             NGS
 QM0184  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0184
 QM0184                          STATION DESCRIPTION
 QM0184
 QM0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0184'STATION IS ABOUT 2-3/4 MILES W OF THE MINNEAPOLIS, ST. PAUL
 QM0184'AND SAULT STE. MARIE RAILWAY STATION AT RHINELANDER, ON THE
 QM0184'EXTENSION OF THE N RAIL FROM THE W AT THE FIRST CURVE E OF
 QM0184'MILEPOST 213, 100 METERS E OF THE POINT OF TANGENCY, ABOUT
 QM0184'400 METERS E OF MILEPOST 213, AND 12.22 METERS (40.10 FEET)
 QM0184'N OF THE ABOVE RAILROAD, MEASURED ON A 20 DEG ANGLE FROM
 QM0184'TOP OF STAND 1.08 METERS HIGH.
 QM0184'
 QM0184'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD
 QM0184'BRONZE DISKS SET IN CONCRETE.
 QM0184
 QM0184                          STATION RECOVERY (1922)
 QM0184
 QM0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 QM0184'3 MI W FROM RHINELANDER.
 QM0184'ABOUT 2 3/4 MILES WEST OF THE M.ST.P AND S. ST.M.RY. STATION
 QM0184'AT RINELANDER, ON THE EXTENSION OF THE NORTH RAIL FROM THE WEST
 QM0184'AT THE FIRST CURVE EAST OF MILEPOST 213, 100 METERS EAST OF
 QM0184'THE P.T., ABOUT 400 METERS EAST OF MILEPOST 213, AND 12.22
 QM0184'METERS (40.10 FT.) NORTH OF THE ABOVE RAILROAD, MEASURED ON A
 QM0184'20 DEGREE ANGLE FROM TOP OF STAND 1.08 M. HIGH.
 QM0184
 QM0184                          STATION RECOVERY (1934)
 QM0184
 QM0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QM0184'RECOVERED IN GOOD CONDITION.
 QM0184
 QM0184                          STATION RECOVERY (1952)
 QM0184
 QM0184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QM0184'RECOVERED AS PREVIOUSLY DESCRIBED.  STATION MARK FOUND TO BE
 QM0184'IN GOOD CONDITION.  THE REFERENCE MARK WAS NOT SEARCHED FOR.
 QM0184
 QM0184                          STATION RECOVERY (1960)
 QM0184
 QM0184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (DCM)
 QM0184'STATION SEARCHED FOR BUT NOT FOUND.
 QM0184
 QM0184                          STATION RECOVERY (1964)
 QM0184
 QM0184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JMC)
 QM0184'STATION WAS RECOVERED, LOCATED APPROX. 2400 FT. WEST ALONG
 QM0184'RAILROAD FROM RHINELANDER AIRPORT ROAD, 2900 FT. EAST FROM
 QM0184'FOX RANCH RD. AND RAILROAD, 21.6 FT. SOUTH OF POWER POLE
 QM0184'1389.  R.M. WAS SEARCHED FOR BUT COULD NOT BE FOUND.
 QM0184
 QM0184                          STATION RECOVERY (1971)
 QM0184
 QM0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DLV)
 QM0184'THE STATION MARK WAS RECOVERED IN GOOD CONDITION, AS DESCRIBED.
 QM0184'
 QM0184'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT
 QM0184'RHINELANDER-ONEIDA COUNTY AIRPORT
 QM0184
 QM0184                          STATION RECOVERY (1976)
 QM0184
 QM0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (AMS)
 QM0184'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 QM0184'MARK IS 22 FEET SOUTH OF A WITNESS SIGN THAT WAS POSTED ON
 QM0184'A WIS TEL CO POLE.
 QM0184'
 QM0184'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES WEST OF
 QM0184'RHINELANDER.
 QM0184
 QM0184                          STATION RECOVERY (1985)
 QM0184
 QM0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0184'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG9052 ***********************************************************************
 DG9052  DESIGNATION -  EVERGREEN
 DG9052  PID         -  DG9052
 DG9052  STATE/COUNTY-  WI/WASHBURN
 DG9052  USGS QUAD   -  DUNN LAKE (1982)
 DG9052
 DG9052                         *CURRENT SURVEY CONTROL
 DG9052  ___________________________________________________________________
 DG9052* NAD 83(1997)-  45 53 58.62486(N)    091 57 42.01586(W)     ADJUSTED  
 DG9052* NAVD 88     -       320.1    (meters)    1050.     (feet)  GPS OBS   
 DG9052  ___________________________________________________________________
 DG9052  X           -    -152,209.296 (meters)                     COMP
 DG9052  Y           -  -4,443,936.867 (meters)                     COMP
 DG9052  Z           -   4,557,699.783 (meters)                     COMP
 DG9052  LAPLACE CORR-         -13.09  (seconds)                    DEFLEC99
 DG9052  ELLIP HEIGHT-         292.31  (meters)          (01/24/05) GPS OBS
 DG9052  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 DG9052
 DG9052  HORZ ORDER  -  FIRST
 DG9052  ELLP ORDER  -  FOURTH    CLASS I
 DG9052
 DG9052.The horizontal coordinates were established by GPS observations
 DG9052.and adjusted by the WOOLPERT CONSULTANTS in January 2005..
 DG9052
 DG9052.The orthometric height was determined by GPS observations and a
 DG9052.high-resolution geoid model.
 DG9052
 DG9052.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9052
 DG9052.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9052
 DG9052.The ellipsoidal height was determined by GPS observations
 DG9052.and is referenced to NAD 83.
 DG9052
 DG9052.The geoid height was determined by GEOID03.
 DG9052
 DG9052;                    North         East     Units Scale Factor Converg.
 DG9052;SPC WI N     -    83,342.617   447,790.064   MT  0.99995624   -1 24 54.3
 DG9052;SPC WI N     -   273,433.24  1,469,124.57   sFT  0.99995624   -1 24 54.3
 DG9052;UTM  15      - 5,083,418.600   580,545.348   MT  0.99967975   +0 44 44.5
 DG9052
 DG9052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9052!SPC WI N     -   0.99995418  x   0.99995624  =   0.99991042
 DG9052!UTM  15      -   0.99995418  x   0.99967975  =   0.99963394
 DG9052
 DG9052                          SUPERSEDED SURVEY CONTROL
 DG9052
 DG9052.No superseded survey control is available for this station.
 DG9052
 DG9052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL8054583419(NAD 83)
 DG9052_MARKER: DD = SURVEY DISK
 DG9052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9052_STAMPING: 3566 EVERGREEN 2004
 DG9052_MARK LOGO: WI-129
 DG9052_PROJECTION: FLUSH
 DG9052_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG9052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9052+STABILITY: SURFACE MOTION
 DG9052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9052+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2004
 DG9052
 DG9052  HISTORY     - Date     Condition        Report By
 DG9052  HISTORY     - UNK      MONUMENTED       WI-129
 DG9052  HISTORY     - 20041206 GOOD             WOOLPT
 DG9052
 DG9052                          STATION DESCRIPTION
 DG9052
 DG9052'DESCRIBED BY WOOLPERT CONSULTANTS 2004 (BJM)
 DG9052'THE STATION IS LOCATED APPROXIMATELY 6.5 MI (10.5 KM) WEST OF TREGO,
 DG9052'5.0 MI (8.0 KM) NORTHWEST OF SPOONER, AND MI (18 KM) NORTH OF SHELL
 DG9052'LAKE.
 DG9052' 
 DG9052'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 53-63
 DG9052'AND COUNTY ROAD E, GO WEST ON COUNTY ROAD E 6.5 MI (10.5 KM) TO COUNTY
 DG9052'ROAD N. TURN LEFT AND GO SOUTH ON COUNTY ROAD N 11.4 MI (18.3 KM) TO
 DG9052'THE STATION ON THE LEFT. THE STATION IS A 4-INCH DIAMETER BRASS CAP
 DG9052'STAMPED --3566 EVERGREEN 2004-- SET IN THE TOP OF AN 18-INCH DIAMETER
 DG9052'CONCRETE MONUMENT AND FLUSH WITH GROUND.
 DG9052' 
 DG9052'THE STATION IS 25.0 FT (7.6 M) EAST OF THE CENTERLINE OF COUNTY ROAD
 DG9052'N, 60.0 FT (18.3 M) SOUTH OF THE CENTERLINE OF COUNTY ROAD E, 1.5 FT
 DG9052'(0.45 M) WEST OF A WHITE CARSONITE WITNESS POST, 1.2 FT (0.4 M) EAST
 DG9052'OF A STEEL T-POST WITH A COUNTY SURVEYOR SURVEY MARKER PLAQUE ATTACHED
 DG9052'TO IT, AND 5.3 FT (1.6 M) SOUTHWEST OF A STEEL R/W POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON1086 ***********************************************************************
 ON1086  DESIGNATION -  EXCELSIOR
 ON1086  PID         -  ON1086
 ON1086  STATE/COUNTY-  WI/RICHLAND
 ON1086  USGS QUAD   -  BOSCOBEL (1983)
 ON1086
 ON1086                         *CURRENT SURVEY CONTROL
 ON1086  ___________________________________________________________________
 ON1086* NAD 83(1991)-  43 14 46.45535(N)    090 39 08.10267(W)     ADJUSTED  
 ON1086* NAVD 88     -       338.     (meters)    1109.     (feet)  SCALED    
 ON1086  ___________________________________________________________________
 ON1086  LAPLACE CORR-          -7.32  (seconds)                    DEFLEC99
 ON1086  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 ON1086
 ON1086  HORZ ORDER  -  SECOND
 ON1086
 ON1086.The horizontal coordinates were established by classical geodetic methods
 ON1086.and adjusted by the National Geodetic Survey in March 1999..
 ON1086
 ON1086.The orthometric height was scaled from a topographic map.
 ON1086
 ON1086.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1086
 ON1086.The geoid height was determined by GEOID03.
 ON1086
 ON1086;                    North         East     Units Scale Factor Converg.
 ON1086;SPC WI S     -   138,651.976   547,031.638   MT  0.99993619   -0 26 53.4
 ON1086;SPC WI S     -   454,894.02  1,794,719.63   sFT  0.99993619   -0 26 53.4
 ON1086;UTM  15      - 4,790,835.869   690,598.598   MT  1.00004690   +1 36 32.4
 ON1086
 ON1086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1086!SPC WI S     -   0.99995222  x   0.99993619  =   0.99988841
 ON1086!UTM  15      -   0.99995222  x   1.00004690  =   0.99999911
 ON1086
 ON1086|---------------------------------------------------------------------|
 ON1086| PID    Reference Object                     Distance      Geod. Az  |
 ON1086|                                                           dddmmss.s |
 ON1086| CI8640 EXCELSIOR RM 2                                     26711     |
 ON1086| CI8638 EXCELSIOR AZ MK                                    2694215.2 |
 ON1086| CI8639 EXCELSIOR RM 1                                     34821     |
 ON1086|---------------------------------------------------------------------|
 ON1086
 ON1086                          SUPERSEDED SURVEY CONTROL
 ON1086
 ON1086  NAD 83(1991)-  43 14 46.45371(N)    090 39 08.10321(W) AD(       ) 2
 ON1086  NAD 83(1986)-  43 14 46.44816(N)    090 39 08.10411(W) AD(       ) 2
 ON1086  NAD 27      -  43 14 46.51140(N)    090 39 07.64930(W) AD(       ) 2
 ON1086
 ON1086.Superseded values are not recommended for survey control.
 ON1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1086.See file dsdata.txt to determine how the superseded data were derived.
 ON1086
 ON1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9059990836(NAD 83)
 ON1086_MARKER: DS = TRIANGULATION STATION DISK
 ON1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1086
 ON1086  HISTORY     - Date     Condition        Report By
 ON1086  HISTORY     - 1958     MONUMENTED       CGS
 ON1086
 ON1086                          STATION DESCRIPTION
 ON1086
 ON1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 ON1086'THE STATION IS ABOUT 8.0 MILES NORTHEAST OF BOSCOBEL IN THE
 ON1086'NORTHEAST QUARTER OF SECTION 19, T-9-N, R-2-W ON THE HIGHEST
 ON1086'POINT IN THE VICINITY AND IS ON THE PROPERTY OF MR. GUY CLARK.
 ON1086'IT IS 285 FEET SOUTH OF AN EAST-WEST WIRE FENCE, 411 FEET
 ON1086'NORTHWEST OF THE NORTHWEST CORNER OF A BARN, AND 541 FEET EAST OF
 ON1086'A NORTH-SOUTH FENCE LINE.  THE MOUNUMENT IS 14 INCHES
 ON1086'UNDERGROUND AND THE DISK IS STAMPED EXCELSIOR 1958.
 ON1086'
 ON1086'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND
 ON1086'COUNTY ROAD W IN MT. ZION, GO EAST AND SOUTHEAST ON COUNTY
 ON1086'ROAD W FOR 5.2 MILES TO A GRAVELED SIDE ROAD LEFT JUST BEFORE
 ON1086'CROSSING SMALL BRIDGE. TURN LEFT AND GO NORTH AND EAST ON THE
 ON1086'GRAVELED ROAD FOR 0.95 MILE TO A GRAVELED DRIVEWAY ON THE LEFT.
 ON1086'CONTINUE NORTH ON THE NARROW GRAVELED ROAD FOR 0.6 MILE TO A
 ON1086'BARN AND GATE ON THE LEFT. TURN LEFT AND PASS THROUGH TWO WIRE
 ON1086'GATES, THEN GO WEST FOR 0.1 MILE TO THE TOP OF HILL AND
 ON1086'THE STATION.
 ON1086'
 ON1086'*TO REACH THE AZIMUTH MARK FROM THE BARN AND GATES ON THE
 ON1086'LEFT, GO NORTH ON THE GRAVELED ROAD FOR 0.1 MILE TO A GRAVELED
 ON1086'SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON THE GRAVELED ROAD
 ON1086'FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 ON1086'
 ON1086'REFERENCE MARK 1 IS 19 FEET SOUTH OF THE CENTERLINE OF A
 ON1086'GRAVELED ROAD, 12 FEET NORTH OF A TWIN TRUNK WHITE BIRCH TREE,
 ON1086'AND 1 FOOT SOUTH OF A WIRE FENCE.  THE MONUMENT PROJECTS 2
 ON1086'INCHES AND THE DISK IS STAMPED EXCELSIOR NO 1 1958.
 ON1086'
 ON1086'REFERENCE MARK 2 IS 1 FOOT EAST OF A FENCE, AND 2 FOOT SOUTHEAST
 ON1086'OF A SOUTH GATE POST.  THE MONUMENT IS FLUSH AND THE DISK IS
 ON1086'STAMPED EXCELSIOR NO 2 1958.
 ON1086'
 ON1086'THE AZIMUTH MARK IS 17 FEET SOUTH OF THE CENTERLINE OF A GRAVELED
 ON1086'ROAD, 1 FOOT NORTH OF A WIRE FENCE, AND 6 FEET EAST OF A WHITE
 ON1086'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 ON1086'EXCELSIOR 1958.
 ON1086'
 ON1086'NO MEASUREMENT WAS MADE BETWEEN THE REFERENCE MARKS BECAUSE OF
 ON1086'THE DISTANCE AND DIFFICULT TERRAIN.
 ON1086'
 ON1086'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5070 ***********************************************************************
 DH5070  DESIGNATION -  EXCELSIOR E GPS
 DH5070  PID         -  DH5070
 DH5070  STATE/COUNTY-  WI/SAUK
 DH5070  USGS QUAD   -  NORTH FREEDOM (1975)
 DH5070
 DH5070                         *CURRENT SURVEY CONTROL
 DH5070  ___________________________________________________________________
 DH5070* NAD 83(1997)-  43 28 39.29320(N)    089 50 48.75722(W)     ADJUSTED  
 DH5070* NAVD 88     -                                                        
 DH5070  ___________________________________________________________________
 DH5070  X           -      12,389.101 (meters)                     COMP
 DH5070  Y           -  -4,635,760.282 (meters)                     COMP
 DH5070  Z           -   4,366,316.219 (meters)                     COMP
 DH5070  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 DH5070  ELLIP HEIGHT-         234.74  (meters)          (08/01/05) GPS OBS
 DH5070  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 DH5070
 DH5070  HORZ ORDER  -  FIRST
 DH5070  ELLP ORDER  -  SECOND    CLASS I
 DH5070
 DH5070.The horizontal coordinates were established by GPS observations
 DH5070.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5070
 DH5070
 DH5070.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5070
 DH5070.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5070
 DH5070.The ellipsoidal height was determined by GPS observations
 DH5070.and is referenced to NAD 83.
 DH5070
 DH5070.The geoid height was determined by GEOID03.
 DH5070
 DH5070;                    North         East     Units Scale Factor Converg.
 DH5070;SPC WI S     -   164,156.734   612,387.829   MT  0.99993343   +0 06 18.8
 DH5070;SPC WI S     -   538,570.88  2,009,142.40   sFT  0.99993343   +0 06 18.8
 DH5070;UTM  16      - 4,817,789.142   269,755.829   MT  1.00025214   -1 57 35.0
 DH5070
 DH5070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5070!SPC WI S     -   0.99996319  x   0.99993343  =   0.99989662
 DH5070!UTM  16      -   0.99996319  x   1.00025214  =   1.00021532
 DH5070
 DH5070                          SUPERSEDED SURVEY CONTROL
 DH5070
 DH5070.No superseded survey control is available for this station.
 DH5070
 DH5070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP6975617789(NAD 83)
 DH5070_MARKER: DD = SURVEY DISK
 DH5070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5070_STAMPING: EXCELSIOR E GPS 2004
 DH5070_MARK LOGO: WIDT  
 DH5070_PROJECTION: FLUSH
 DH5070_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5070+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH5070
 DH5070  HISTORY     - Date     Condition        Report By
 DH5070  HISTORY     - 2003     MONUMENTED       WIDT
 DH5070  HISTORY     - 20051228 GOOD             WIDT
 DH5070
 DH5070                          STATION DESCRIPTION
 DH5070
 DH5070'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5070'OWNERSHIP--SAUK COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5070'STATE HIGHWAY 136  WITH COUNTY HIGHWAY I, ABOUT 5 MI WEST OF THE CITY
 DH5070'OF BARABOO, GO EAST ON STATE HIGHWAY  136 FOR 1.3 MI TO COUNTY HIGHWAY
 DH5070'PF ON THE RIGHT, TURN RIGHT AND GO SOUTH ON COUNTY  HIGHWAY PF FOR
 DH5070'0.05 MI TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DH5070'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH5070'IN THE TOP OF A  41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE
 DH5070'HIGHWAY PAVEMENT.  THE STATION IS 9.1  M EAST OF THE CENTERLINE OF
 DH5070'COUNTY HIGHWAY PF, 58 M NORTH OF A WOOD POST FOR A --JCT  136--, 1 M
 DH5070'WEST OF A CULTIVATED FIELD, AND 1.0 M WEST, SOUTHEAST, AND NORTHEAST
 DH5070'OF THREE  ORANGE PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO
 DH5070'VISIBLE OBSTRUCTIONS  EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH5070'HORIZON.
 DH5070
 DH5070                          STATION RECOVERY (2005)
 DH5070
 DH5070'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5070'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5364 ***********************************************************************
 DH5364  DESIGNATION -  EXCELSIOR GPS
 DH5364  PID         -  DH5364
 DH5364  STATE/COUNTY-  WI/RICHLAND
 DH5364  USGS QUAD   -  BLUE RIVER (1983)
 DH5364
 DH5364                         *CURRENT SURVEY CONTROL
 DH5364  ___________________________________________________________________
 DH5364* NAD 83(1997)-  43 14 58.53443(N)    090 35 47.46211(W)     ADJUSTED  
 DH5364* NAVD 88     -                                                        
 DH5364  ___________________________________________________________________
 DH5364  X           -     -48,444.612 (meters)                     COMP
 DH5364  Y           -  -4,652,961.056 (meters)                     COMP
 DH5364  Z           -   4,347,942.028 (meters)                     COMP
 DH5364  LAPLACE CORR-          -5.56  (seconds)                    DEFLEC99
 DH5364  ELLIP HEIGHT-         295.01  (meters)          (08/01/05) GPS OBS
 DH5364  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 DH5364
 DH5364  HORZ ORDER  -  FIRST
 DH5364  ELLP ORDER  -  SECOND    CLASS I
 DH5364
 DH5364.The horizontal coordinates were established by GPS observations
 DH5364.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5364
 DH5364
 DH5364.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5364
 DH5364.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5364
 DH5364.The ellipsoidal height was determined by GPS observations
 DH5364.and is referenced to NAD 83.
 DH5364
 DH5364.The geoid height was determined by GEOID03.
 DH5364
 DH5364;                    North         East     Units Scale Factor Converg.
 DH5364;SPC WI S     -   138,990.818   551,560.261   MT  0.99993603   -0 24 35.5
 DH5364;SPC WI S     -   456,005.71  1,809,577.29   sFT  0.99993603   -0 24 35.5
 DH5364;UTM  15      - 4,791,337.117   695,112.687   MT  1.00006832   +1 38 50.4
 DH5364
 DH5364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5364!SPC WI S     -   0.99995374  x   0.99993603  =   0.99988977
 DH5364!UTM  15      -   0.99995374  x   1.00006832  =   1.00002206
 DH5364
 DH5364                          SUPERSEDED SURVEY CONTROL
 DH5364
 DH5364.No superseded survey control is available for this station.
 DH5364
 DH5364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9511391337(NAD 83)
 DH5364_MARKER: DD = SURVEY DISK
 DH5364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5364_STAMPING: EXCELSIOR GPS 2004
 DH5364_MARK LOGO: WIDT  
 DH5364_PROJECTION: FLUSH
 DH5364_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5364+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5364
 DH5364  HISTORY     - Date     Condition        Report By
 DH5364  HISTORY     - 2003     MONUMENTED       WIDT
 DH5364
 DH5364                          STATION DESCRIPTION
 DH5364
 DH5364'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5364'OWNERSHIP--TOWN OF RICHWOOD.  TO REACH THE STATION FROM THE JUNCTION
 DH5364'OF STATE  HIGHWAY 60 WITH COUNTY HIGHWAY X AND COUNTY HIGHWAY T ABOUT
 DH5364'1.0 MI NORTH OF THE  VILLAGE OF BLUE RIVER, GO NORTH ON COUNTY HIGHWAY
 DH5364'X FOR 3.45 MI TO EXCELSIOR ROAD ON THE  LEFT, TURN LEFT AND GO WEST ON
 DH5364'EXCELSIOR ROAD FOR 0.4 MI TO THE STATION ON THE RIGHT.   THE STATION
 DH5364'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DH5364'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DH5364'ABOUT LEVEL WITH  THE ROAD PAVEMENT.  THE STATION IS 5.4 M EAST OF THE
 DH5364'CENTERLINE OF EXCELSIOR ROAD, 20.2 M  EAST-NORTHEAST OF A POWER POLE,
 DH5364'2 M WEST OF A CULTIVATED FIELD, 0.5 MI SOUTH OF A PRIVATE  ENTRANCE,
 DH5364'1.0 M WEST OF AN ORANGE 4X4 PLASTIC WITNESS POST, 1.0 M SOUTHEAST OF
 DH5364'AN  ORANGE 4X4 PLASTIC WITNESS POST AND 1.0 M NORTHEAST OF AN ORANGE
 DH5364'4X4 PLASTIC WITNESS  POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH5364'OBSTRUCTIONS EXTENDING HIGHER THAT 15  DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5201 ***********************************************************************
 DH5201  DESIGNATION -  EXCELSIOR W GPS
 DH5201  PID         -  DH5201
 DH5201  STATE/COUNTY-  WI/SAUK
 DH5201  USGS QUAD   -  REEDSBURG EAST (1975)
 DH5201
 DH5201                         *CURRENT SURVEY CONTROL
 DH5201  ___________________________________________________________________
 DH5201* NAD 83(1997)-  43 30 14.23859(N)    089 55 29.78438(W)     ADJUSTED  
 DH5201* NAVD 88     -                                                        
 DH5201  ___________________________________________________________________
 DH5201  X           -       6,070.418 (meters)                     COMP
 DH5201  Y           -  -4,633,754.566 (meters)                     COMP
 DH5201  Z           -   4,368,440.621 (meters)                     COMP
 DH5201  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 DH5201  ELLIP HEIGHT-         232.59  (meters)          (08/01/05) GPS OBS
 DH5201  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 DH5201
 DH5201  HORZ ORDER  -  FIRST
 DH5201  ELLP ORDER  -  SECOND    CLASS I
 DH5201
 DH5201.The horizontal coordinates were established by GPS observations
 DH5201.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5201
 DH5201
 DH5201.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5201
 DH5201.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5201
 DH5201.The ellipsoidal height was determined by GPS observations
 DH5201.and is referenced to NAD 83.
 DH5201
 DH5201.The geoid height was determined by GEOID03.
 DH5201
 DH5201;                    North         East     Units Scale Factor Converg.
 DH5201;SPC WI S     -   167,078.079   606,069.798   MT  0.99993415   +0 03 05.7
 DH5201;SPC WI S     -   548,155.33  1,988,414.00   sFT  0.99993415   +0 03 05.7
 DH5201;UTM  16      - 4,820,937.359   263,545.106   MT  1.00028779   -2 00 52.1
 DH5201;UTM  15      - 4,821,375.217   748,591.323   MT  1.00036022   +2 07 04.7
 DH5201
 DH5201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5201!SPC WI S     -   0.99996353  x   0.99993415  =   0.99989768
 DH5201!UTM  16      -   0.99996353  x   1.00028779  =   1.00025131
 DH5201!UTM  15      -   0.99996353  x   1.00036022  =   1.00032373
 DH5201
 DH5201                          SUPERSEDED SURVEY CONTROL
 DH5201
 DH5201.No superseded survey control is available for this station.
 DH5201
 DH5201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP6354520937(NAD 83)
 DH5201_MARKER: DD = SURVEY DISK
 DH5201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5201_STAMPING: EXCELSIOR W GPS 2004
 DH5201_MARK LOGO: WIDT  
 DH5201_PROJECTION: FLUSH
 DH5201_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5201+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5201
 DH5201  HISTORY     - Date     Condition        Report By
 DH5201  HISTORY     - 2003     MONUMENTED       WIDT
 DH5201
 DH5201                          STATION DESCRIPTION
 DH5201
 DH5201'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5201'OWNERSHIP--TOWN OF EXCELSIOR.  TO REACH THE STATION FROM THE JUNCTION
 DH5201'OF STATE  HIGHWAY 33 AND STATE HIGHWAY 23 WITH STATE HIGHWAY 136 ABOUT
 DH5201'1 MI EAST OF THE CITY OF  REEDSBURG, GO SOUTH ON STATE HIGHWAY 136 FOR
 DH5201'1.1 MI TO BETH ROAD ON THE LEFT, TURN LEFT  AND GO EAST ON BETH ROAD
 DH5201'FOR 0.6 MI TO SCHNEIDER ROAD ON THE RIGHT, TURN RIGHT AND GO
 DH5201'SOUTHEAST ON SCHNEIDER ROAD FOR 1.3 MI TO THE STATION ON THE RIGHT.
 DH5201'THE STATION IS A  BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH5201'GEODETIC SURVEY CONTROL STATION DISK  SET IN THE TOP OF A 41-CM
 DH5201'DIAMETER CONCRETE POST ABOUT 1 M ABOVE THE ROAD PAVEMENT.   THE
 DH5201'STATION IS 8.7 M SOUTH OF THE CENTERLINE OF SCHNEIDER ROAD, 33.9 M
 DH5201'SOUTHEAST OF  TELEPHONE PEDESTAL --5167--, 1 M NORTH OF A CULTIVATED
 DH5201'FIELD, 1.0 M NORTH OF AN ORANGE 4X4  PLASTIC WITNESS POST, 1.0 M
 DH5201'SOUTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS POST, AND 1.0 M  SOUTHWEST
 DH5201'OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DH5201'VISIBLE  OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH5201'HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0171 ***********************************************************************
 QN0171  DESIGNATION -  EXELAND
 QN0171  PID         -  QN0171
 QN0171  STATE/COUNTY-  WI/SAWYER
 QN0171  USGS QUAD   -  WEIRGOR (1972)
 QN0171
 QN0171                         *CURRENT SURVEY CONTROL
 QN0171  ___________________________________________________________________
 QN0171* NAD 83(1991)-  45 40 34.33563(N)    091 15 13.41223(W)     ADJUSTED  
 QN0171* NAVD 88     -       373.744  (meters)    1226.19   (feet)  ADJUSTED  
 QN0171  ___________________________________________________________________
 QN0171  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 QN0171  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 QN0171  DYNAMIC HT  -         373.723 (meters)    1226.12  (feet)  COMP
 QN0171  MODELED GRAV-     980,548.9   (mgal)                       NAVD 88
 QN0171
 QN0171  HORZ ORDER  -  FIRST
 QN0171  VERT ORDER  -  FIRST     CLASS II
 QN0171
 QN0171.The horizontal coordinates were established by classical geodetic methods
 QN0171.and adjusted by the National Geodetic Survey in March 1999..
 QN0171
 QN0171.The orthometric height was determined by differential leveling
 QN0171.and adjusted by the National Geodetic Survey in June 1991..
 QN0171
 QN0171.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0171
 QN0171.The geoid height was determined by GEOID03.
 QN0171
 QN0171.The dynamic height is computed by dividing the NAVD 88
 QN0171.geopotential number by the normal gravity value computed on the
 QN0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0171.degrees latitude (g = 980.6199 gals.).
 QN0171
 QN0171.The modeled gravity was interpolated from observed gravity values.
 QN0171
 QN0171;                    North         East     Units Scale Factor Converg.
 QN0171;SPC WI N     -    57,402.799   502,323.165   MT  0.99998192   -0 54 15.8
 QN0171;SPC WI N     -   188,329.02  1,648,038.58   sFT  0.99998192   -0 54 15.8
 QN0171;SPC WI C     -   205,543.880   502,317.479   MT  1.00003833   -0 53 04.6
 QN0171;SPC WI C     -   674,355.21  1,648,019.93   sFT  1.00003833   -0 53 04.6
 QN0171;UTM  15      - 5,059,555.557   636,004.164   MT  0.99982741   +1 14 58.1
 QN0171
 QN0171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0171!SPC WI N     -   0.99994613  x   0.99998192  =   0.99992805
 QN0171!SPC WI C     -   0.99994613  x   1.00003833  =   0.99998446
 QN0171!UTM  15      -   0.99994613  x   0.99982741  =   0.99977355
 QN0171
 QN0171:                Primary Azimuth Mark                     Grid Az
 QN0171:SPC WI N     -  SULTAN                                   145 18 26.6
 QN0171:SPC WI C     -  SULTAN                                   145 17 15.4
 QN0171:UTM  15      -  SULTAN                                   143 09 12.7
 QN0171
 QN0171|---------------------------------------------------------------------|
 QN0171| PID    Reference Object                     Distance      Geod. Az  |
 QN0171|                                                           dddmmss.s |
 QN0171| QN0172 SULTAN                              APPROX. 2.4 KM 1442410.8 |
 QN0171| CJ4918 EXELAND RM                           15.220 METERS 34757     |
 QN0171|---------------------------------------------------------------------|
 QN0171
 QN0171                          SUPERSEDED SURVEY CONTROL
 QN0171
 QN0171  NAD 83(1991)-  45 40 34.33562(N)    091 15 13.41188(W) AD(       ) 1
 QN0171  NAD 83(1986)-  45 40 34.33274(N)    091 15 13.40542(W) AD(       ) 1
 QN0171  NAD 27      -  45 40 34.47900(N)    091 15 12.82000(W) AD(       ) 1
 QN0171  NGVD 29 (??/??/92)  373.724  (m)         1226.13   (f) ADJ UNCH    1 2
 QN0171
 QN0171.Superseded values are not recommended for survey control.
 QN0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0171.See file dsdata.txt to determine how the superseded data were derived.
 QN0171
 QN0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL3600459556(NAD 83)
 QN0171_MARKER: DS = TRIANGULATION STATION DISK
 QN0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0171_STAMPING: EXELAND 1921
 QN0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0171+STABILITY: SURFACE MOTION
 QN0171
 QN0171  HISTORY     - Date     Condition        Report By
 QN0171  HISTORY     - 1921     MONUMENTED       CGS
 QN0171  HISTORY     - 1922     GOOD             NGS
 QN0171  HISTORY     - 1934     GOOD             NGS
 QN0171  HISTORY     - 1952     GOOD             CGS
 QN0171  HISTORY     - 1979     GOOD             NGS
 QN0171  HISTORY     - 20041130 MARK NOT FOUND   WIDT
 QN0171
 QN0171                          STATION DESCRIPTION
 QN0171
 QN0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0171'STATION IS ABOUT 3/4 MILE N OF EXELAND, ON THE E SIDE OF THE
 QN0171'TRACK OF THE MINNEAPOLIS ST. PAUL AND SAULT STE. MARIE RAILWAY,
 QN0171'145 METERS S OF THE WIERGER ONE MILE SIGNBOARD.  IT IS ON THE
 QN0171'E BANK AND HIGHEST PORTION OF GROUND, FIRST CUT N OF EXELAND, 10.0
 QN0171'METERS (32.815 FEET) E OF RAIL MEASURED AT A 15 DEG ANGLE.
 QN0171'
 QN0171'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 QN0171'DISKS SET IN CONCRETE.
 QN0171'
 QN0171'REFERENCE MARK IS ON THE SAME SIDE OF THE TRACK.
 QN0171
 QN0171                          STATION RECOVERY (1922)
 QN0171
 QN0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 QN0171'0.8 MI N FROM EXELAND.
 QN0171'0.8 MILE NORTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QN0171'MARIE RAILROAD FROM EXELAND, SAWYER COUNTY, 78 YARDS NORTH OF A
 QN0171'SAFETY FIRST SIGN ON THE HIGHEST PORTION OF THE EAST BANK OF THE
 QN0171'FIRST CUT NORTH OF EXELAND, AND 32.8 FEET (SLOPE DISTANCE) EAST
 QN0171'OF THE RAIL.  A STANDARD TRIANGULATION-STATION DISK, STAMPED
 QN0171'EXELAND 1921 AND SET IN THE TOP OF A CONCRETE POST.
 QN0171
 QN0171                          STATION RECOVERY (1934)
 QN0171
 QN0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QN0171'RECOVERED IN GOOD CONDITION.
 QN0171
 QN0171                          STATION RECOVERY (1952)
 QN0171
 QN0171'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QN0171'STATION MARK AND REFERENCE MARK WERE RECOVERED AS DESCRIBED AND
 QN0171'FOUND TO BE IN GOOD CONDITION.
 QN0171'
 QN0171'THIS IS A TRAVERSE STATION.
 QN0171
 QN0171                          STATION RECOVERY (1979)
 QN0171
 QN0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 QN0171'RECOVERED IN GOOD CONDITION.
 QN0171
 QN0171                          STATION RECOVERY (2004)
 QN0171
 QN0171'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0594 ***********************************************************************
 QN0594  CBN         -  This is a Cooperative Base Network Control Station.
 QN0594  DESIGNATION -  EXELAND GPS
 QN0594  PID         -  QN0594
 QN0594  STATE/COUNTY-  WI/SAWYER
 QN0594  USGS QUAD   -  HOGSBACK CREEK (1972)
 QN0594
 QN0594                         *CURRENT SURVEY CONTROL
 QN0594  ___________________________________________________________________
 QN0594* NAD 83(1997)-  45 40 00.71028(N)    091 06 43.94567(W)     ADJUSTED  
 QN0594* NAVD 88     -       372.8    (meters)    1223.     (feet)  GPS OBS   
 QN0594  ___________________________________________________________________
 QN0594  X           -     -86,670.019 (meters)                     COMP
 QN0594  Y           -  -4,464,278.668 (meters)                     COMP
 QN0594  Z           -   4,539,693.901 (meters)                     COMP
 QN0594  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 QN0594  ELLIP HEIGHT-         342.60  (meters)          (04/28/99) GPS OBS
 QN0594  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 QN0594
 QN0594  HORZ ORDER  -  A
 QN0594  ELLP ORDER  -  THIRD     CLASS I
 QN0594
 QN0594.The horizontal coordinates were established by GPS observations
 QN0594.and adjusted by the National Geodetic Survey in April 1999..
 QN0594
 QN0594.The orthometric height was determined by GPS observations and a
 QN0594.high-resolution geoid model.
 QN0594
 QN0594.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QN0594
 QN0594.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0594
 QN0594.The ellipsoidal height was determined by GPS observations
 QN0594.and is referenced to NAD 83.
 QN0594
 QN0594.The geoid height was determined by GEOID03.
 QN0594
 QN0594;                    North         East     Units Scale Factor Converg.
 QN0594;SPC WI N     -    56,200.569   513,333.463   MT  0.99998332   -0 48 08.3
 QN0594;SPC WI N     -   184,384.70  1,684,161.54   sFT  0.99998332   -0 48 08.3
 QN0594;SPC WI C     -   204,345.175   513,328.770   MT  1.00003606   -0 47 05.1
 QN0594;SPC WI C     -   670,422.46  1,684,146.14   sFT  1.00003606   -0 47 05.1
 QN0594;UTM  15      - 5,058,767.992   647,050.355   MT  0.99986585   +1 21 02.0
 QN0594
 QN0594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0594!SPC WI N     -   0.99994629  x   0.99998332  =   0.99992961
 QN0594!SPC WI C     -   0.99994629  x   1.00003606  =   0.99998235
 QN0594!UTM  15      -   0.99994629  x   0.99986585  =   0.99981215
 QN0594
 QN0594                          SUPERSEDED SURVEY CONTROL
 QN0594
 QN0594  NAD 83(1991)-  45 40 00.70966(N)    091 06 43.94471(W) AD(       ) B
 QN0594  ELLIP H (06/11/91)  342.63   (m)                       GP(       ) 4 1
 QN0594  NGVD 29 (06/11/91)  372.7    (m)         1223.     (f) GPS OBS        
 QN0594
 QN0594.Superseded values are not recommended for survey control.
 QN0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0594.See file dsdata.txt to determine how the superseded data were derived.
 QN0594
 QN0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL4705058768(NAD 83)
 QN0594_MARKER: DH = HORIZONTAL CONTROL DISK
 QN0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0594_SP_SET: CONCRETE POST
 QN0594_STAMPING: EXELAND GPS 1989
 QN0594_MARK LOGO: NGS   
 QN0594_PROJECTION: FLUSH
 QN0594_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QN0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0594+STABILITY: SURFACE MOTION
 QN0594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QN0594+SATELLITE: SATELLITE OBSERVATIONS - October 20, 1997
 QN0594
 QN0594  HISTORY     - Date     Condition        Report By
 QN0594  HISTORY     - 1989     MONUMENTED       WIHD
 QN0594  HISTORY     - 19900709 GOOD
 QN0594  HISTORY     - 19960927 GOOD             WI-113
 QN0594  HISTORY     - 19971020 GOOD             WIHD
 QN0594
 QN0594                          STATION DESCRIPTION
 QN0594
 QN0594'DESCRIBED BY WI HIGHWAY DEPT 1989
 QN0594'THE STATION IS LOCATED ABOUT 22.5 KM (14.00 MI) NORTH OF LADYSMITH,
 QN0594'9.65 KM (6.00 MI) EAST OF EXELAND, AND 12.9 KM (8.00 MI) SOUTHEAST OF
 QN0594'RADISSON.  OWNERSHIP--STATE HIGHWAY R.O.W.
 QN0594'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD D AND STATE
 QN0594'HIGHWAY 27 IN EXELAND, GO SOUTH FOR 1.6 KM (1.00 MI) ON STATE HIGHWAY
 QN0594'27 TO THE STATION ON THE LEFT ON A SMALL HILL.
 QN0594'THE STATION IS A STANDARD NGS HORIZONTAL CONTROL MARK DISK
 QN0594'STAMPED---EXELAND GPS 1989---, SET INTO THE TOP OF A ROUND CONCRETE
 QN0594'MONUMENT 42 CM IN DIAMETER FLUSH WITH THE GROUND.  LOCATED 0.97 M
 QN0594'(3.2 FT) WEST FROM A CARSONITE WITNESS POST, 25.26 M (82.9 FT) EAST
 QN0594'FROM THE CENTER-LINE OF STATE HIGHWAY 27, AND 10.53 M (34.5 FT) WEST
 QN0594'FROM A BARBED WIRE FENCE LINE.
 QN0594
 QN0594                          STATION RECOVERY (1990)
 QN0594
 QN0594'RECOVERED 1990
 QN0594'RECOVERED IN GOOD CONDITION.
 QN0594
 QN0594                          STATION RECOVERY (1996)
 QN0594
 QN0594'RECOVERY NOTE BY SAWYER COUNTY WISCONSIN 1996 (RLP)
 QN0594'STATION IS LOCATED ABOUT 30 MI (48.3 KM) SOUTHEAST OF HAYWARD, IN THE
 QN0594'NW1/4-NW1/4, SECTION 27, T37N, R6W.  TO REACH THE STATION FROM THE
 QN0594'JUNCTION OF S.T.H 27-70, S.T.H.  27, AND C.T.H.  G, IN OJIBWA, WHICH
 QN0594'IS 35.1 MI (56.5 KM) SOUTHEAST OF HAYWARD, VIA S.T.H.  27 AND S.T.H.
 QN0594'27-70.  GO SOUTH ON S.T.H.  27, 9.3 MI (15.0 KM) TO STATION.  STATION
 QN0594'IS LOCATED ON A SMALL HILL, 1.15 MI (1.85 KM) SOUTH OF THE JUNCTION OF
 QN0594'S.T.H.  27 AND C.T.H.  D, 82.9 FT (25.3 M) EAST OF THE CENTERLINE OF
 QN0594'S.T.H.  27, 3.2 FT (1.0 M) WEST OF A CARSONITE WITNESS POST AND 34.5
 QN0594'FT (10.5 M) WEST FROM A BARBED WIRE FENCE.  THE STATION IS A STANDARD
 QN0594'NGS HORIZONTAL CONTROL MARK DISK, STAMPED (EXELAND GPS 1989) , SET IN
 QN0594'THE TOP OF A ROUND CONCRETE MONUMENT 42 CM IN DIAMETER FLUSH WITH THE
 QN0594'GROUND.
 QN0594
 QN0594                          STATION RECOVERY (1997)
 QN0594
 QN0594'RECOVERY NOTE BY WI HIGHWAY DEPT 1997 (CSM)
 QN0594'THE STATION IS LOCATED ABOUT 22.53 KM (14.00 MI) NORTH OF LADYSMITH
 QN0594'AND 9.65 KM (6.00 MI) EAST OF EXELAND ON THE EAST RIGHT-OF-WAY OF
 QN0594'STATE HIGHWAY 27.  OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.
 QN0594'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 AND STATE
 QN0594'HIGHWAY 27 IN THE CITY OF LADYSMITH, GO NORTH 18.75 KM (11.65 MI) ON
 QN0594'HIGHWAY 27 TO THE RUSK/SAWYER COUNTY LINE, CONTINUE NORTH 3.1 KM (1.90
 QN0594'MI) ON HIGHWAY 27 TO THE STATION ON THE RIGHT.  AN ALTERNATE TO REACH
 QN0594'FROM THE JUNCTION STATE HIGHWAYS 27 AND 70 IN THE COMMUNITY OF OJIBWA,
 QN0594'GO SOUTH 14.72 KM (9.15 MI) ON HIGHWAY 27 TO THE INTERSECTION WITH
 QN0594'HAJDASZ ROAD LEFT (EAST) AND DRUWE ROAD RIGHT (WEST) , CONTINUE SOUTH
 QN0594'0.16 KM (0.10 MI) ON HIGHWAY 27 TO THE STATION ON THE LEFT.  THE
 QN0594'STATION IS A BRONZE NGS HORIZONTAL CONTROL MARK DISK SET IN THE TOP OF
 QN0594'A 40-CM (16-INCH) DIAMETER, 6-FOOT-DEEP CONCRETE POST SET FLUSH WITH
 QN0594'THE GROUND AND ABOUT 2 KM (1.25 MI) ABOVE THE HIGHWAY PAVEMENT.  THE
 QN0594'STATION IS 25.0 M (82.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 QN0594'10.4 M (34.1 FT) WEST OF A BARBED-WIRE FENCE, 38 M (124.7 FT) NORTH OF
 QN0594'THE CENTER OF A WOODS ENTRANCE, 37.5 M (123.0 FT) NORTH-NORTHEAST OF
 QN0594'THE NORTH END OF A 0.6 M (2.0 FT) DIAMETER CORRUGATED METAL CULVERT
 QN0594'PIPE, 18.5 M (60.7 FT) SOUTH OF TWIN 8-CM (3-INCH) DIAMETER BALSAM FIR
 QN0594'TREES, 23.8 M (78.1 FT) SOUTH-SOUTHWEST OF A CLUMP OF SEVEN 5-CM
 QN0594'(2-INCH) DIAMETER WHITE BIRCH TREES, 1.0 M (3.3 FT) WEST OF AN ORANGE
 QN0594'FIBERGLASS WITNESS POST, AND 0.9 M (3.0 FT) WEST OF A WHITE PLASTIC
 QN0594'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4867 ***********************************************************************
 DG4867  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4867  DESIGNATION -  EXETER C GPS
 DG4867  PID         -  DG4867
 DG4867  STATE/COUNTY-  WI/GREEN
 DG4867  USGS QUAD   -  BELLEVILLE (1981)
 DG4867
 DG4867                         *CURRENT SURVEY CONTROL
 DG4867  ___________________________________________________________________
 DG4867* NAD 83(1997)-  42 49 42.70614(N)    089 33 42.84510(W)     ADJUSTED  
 DG4867* NAVD 88     -       276.14   (meters)     906.0    (feet)  GPS OBS   
 DG4867  ___________________________________________________________________
 DG4867  X           -      35,823.168 (meters)                     COMP
 DG4867  Y           -  -4,684,964.518 (meters)                     COMP
 DG4867  Z           -   4,313,715.664 (meters)                     COMP
 DG4867  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 DG4867  ELLIP HEIGHT-         242.37  (meters)          (04/02/04) GPS OBS
 DG4867  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 DG4867
 DG4867  HORZ ORDER  -  FIRST
 DG4867  ELLP ORDER  -  FOURTH    CLASS I
 DG4867
 DG4867.The horizontal coordinates were established by GPS observations
 DG4867.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4867
 DG4867.The orthometric height was determined by GPS observations and a
 DG4867.high-resolution geoid model using precise GPS observation and
 DG4867.processing techniques.
 DG4867
 DG4867.Photographs are available for this station.
 DG4867
 DG4867.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4867
 DG4867.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4867
 DG4867.The ellipsoidal height was determined by GPS observations
 DG4867.and is referenced to NAD 83.
 DG4867
 DG4867.The geoid height was determined by GEOID03.
 DG4867
 DG4867;                    North         East     Units Scale Factor Converg.
 DG4867;SPC WI S     -    92,136.372   635,821.354   MT  0.99998217   +0 18 03.7
 DG4867;SPC WI S     -   302,284.08  2,086,023.89   sFT  0.99998217   +0 18 03.7
 DG4867;UTM  16      - 4,744,957.229   290,598.517   MT  1.00013948   -1 44 32.0
 DG4867
 DG4867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4867!SPC WI S     -   0.99996199  x   0.99998217  =   0.99994416
 DG4867!UTM  16      -   0.99996199  x   1.00013948  =   1.00010147
 DG4867
 DG4867                          SUPERSEDED SURVEY CONTROL
 DG4867
 DG4867.No superseded survey control is available for this station.
 DG4867
 DG4867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9059944957(NAD 83)
 DG4867_MARKER: DD = SURVEY DISK
 DG4867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4867_STAMPING: EXETER C GPS 2002
 DG4867_MARK LOGO: WIDT  
 DG4867_PROJECTION: FLUSH
 DG4867_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4867+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2004
 DG4867
 DG4867  HISTORY     - Date     Condition        Report By
 DG4867  HISTORY     - 2001     MONUMENTED       WIDT
 DG4867  HISTORY     - 20040413 GOOD             USPSQD
 DG4867
 DG4867                          STATION DESCRIPTION
 DG4867
 DG4867'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4867'THE STATION IS LOCATED ABOUT 26 KM NORTH-NORTHEAST OF MONROE, 9 KM
 DG4867'NORTH OF MONTICELLO AND 6 KM EAST-NORTHEAST OF NEW GLARUS.
 DG4867'OWNERSHIP--GREEN COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DG4867'STATE HIGHWAY 69 WITH STATE HIGHWAY 92 ABOUT 5 KM WEST OF THE VILLAGE
 DG4867'OF BELLEVILLE, GO SOUTHWEST THEN SOUTH ON STATE HIGHWAY 69 FOR 6.4 KM
 DG4867'TO COUNTY HIGHWAY W ON THE LEFT, TURN LEFT AND GO EAST ON COUNTY
 DG4867'HIGHWAY W FOR 5.4 KM TO CHRISTEN ROAD ON THE LEFT, CONTINUE EAST ON
 DG4867'COUNTY HIGHWAY W FOR 1.1 KM TO THE STATION ON THE RIGHT. THE STATION
 DG4867'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DG4867'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DG4867'SET TO A DEPTH OF 2.4 M AND ABOUT 0.3 M BELOW THE HIGHWAY PAVEMENT.
 DG4867'THE STATION IS 7.8 M SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY W, 16.2
 DG4867'M WEST-NORTHWEST OF A METAL POST FOR A --BURIED CABLE OR FIBER OPTIC--
 DG4867'SIGN, 9 M NORTH OF A CULTIVATED FIELD, AND 5 M WEST OF THE CENTERLINE
 DG4867'OF A FIELD ENTRANCE.  ---NOTE---THE STATION IS EAST, WEST AND  NORTH
 DG4867'OF THREE ORANGE 4X4 PLASTIC WITNESS POSTS.  ---NOTE2---THIS STATION
 DG4867'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 10 DEGREES ABOVE THE
 DG4867'HORIZON.
 DG4867' 
 DG4867'
 DG4867
 DG4867                          STATION RECOVERY (2004)
 DG4867
 DG4867'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DG4867'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 0.25 MILE
 DG4867'WEST OF COUNTY HIGHWAY CC ON COUNTY HIGHWAY W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4868 ***********************************************************************
 DG4868  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4868  DESIGNATION -  EXETER S GPS
 DG4868  PID         -  DG4868
 DG4868  STATE/COUNTY-  WI/GREEN
 DG4868  USGS QUAD   -  BELLEVILLE (1981)
 DG4868
 DG4868                         *CURRENT SURVEY CONTROL
 DG4868  ___________________________________________________________________
 DG4868* NAD 83(1997)-  42 46 38.40437(N)    089 32 14.01467(W)     ADJUSTED  
 DG4868* NAVD 88     -       286.32   (meters)     939.4    (feet)  GPS OBS   
 DG4868  ___________________________________________________________________
 DG4868  X           -      37,872.074 (meters)                     COMP
 DG4868  Y           -  -4,688,820.496 (meters)                     COMP
 DG4868  Z           -   4,309,549.776 (meters)                     COMP
 DG4868  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 DG4868  ELLIP HEIGHT-         252.58  (meters)          (04/02/04) GPS OBS
 DG4868  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 DG4868
 DG4868  HORZ ORDER  -  FIRST
 DG4868  ELLP ORDER  -  FOURTH    CLASS I
 DG4868
 DG4868.The horizontal coordinates were established by GPS observations
 DG4868.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4868
 DG4868.The orthometric height was determined by GPS observations and a
 DG4868.high-resolution geoid model using precise GPS observation and
 DG4868.processing techniques.
 DG4868
 DG4868.Photographs are available for this station.
 DG4868
 DG4868.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4868
 DG4868.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4868
 DG4868.The ellipsoidal height was determined by GPS observations
 DG4868.and is referenced to NAD 83.
 DG4868
 DG4868.The geoid height was determined by GEOID03.
 DG4868
 DG4868;                    North         East     Units Scale Factor Converg.
 DG4868;SPC WI S     -    86,460.245   637,870.469   MT  0.99999142   +0 19 04.7
 DG4868;SPC WI S     -   283,661.65  2,092,746.70   sFT  0.99999142   +0 19 04.7
 DG4868;UTM  16      - 4,739,210.825   292,444.302   MT  1.00013002   -1 43 25.6
 DG4868
 DG4868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4868!SPC WI S     -   0.99996039  x   0.99999142  =   0.99995181
 DG4868!UTM  16      -   0.99996039  x   1.00013002  =   1.00009040
 DG4868
 DG4868                          SUPERSEDED SURVEY CONTROL
 DG4868
 DG4868.No superseded survey control is available for this station.
 DG4868
 DG4868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9244439211(NAD 83)
 DG4868_MARKER: DD = SURVEY DISK
 DG4868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4868_STAMPING: EXETER S GPS 2002
 DG4868_MARK LOGO: WIDT  
 DG4868_PROJECTION: FLUSH
 DG4868_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4868+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2004
 DG4868
 DG4868  HISTORY     - Date     Condition        Report By
 DG4868  HISTORY     - 2001     MONUMENTED       WIDT
 DG4868  HISTORY     - 20040413 GOOD             USPSQD
 DG4868
 DG4868                          STATION DESCRIPTION
 DG4868
 DG4868'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4868'THE STATION IS LOCATED ABOUT 21 KM NORTH-NORTHEAST OF MONROE, 9 KM
 DG4868'SOUTHEAST OF NEW GLARUS AND 6 KM NORTHEAST OF MONTICELLO.
 DG4868'OWNERSHIP--TOWNSHIP OF EXETER.  TO REACH THE STATION FROM THE JUNCTION
 DG4868'OF STATE HIGHWAY 92 WITH COUNTY HIGHWAY T (SOUTH RUTLAND STREET)  IN
 DG4868'THE VILLAGE OF BROOKLYN, GO WEST ON STATE HIGHWAY 92 FOR 13.9 KM TO
 DG4868'COUNTY HIGHWAY D ON THE LEFT, TURN LEFT AND GO SOUTH ON COUNTY HIGHWAY
 DG4868'D FOR 6.0 KM TO NYE ROAD, TURN RIGHT AND GO WEST ON NYE ROAD FOR 0.4
 DG4868'KM TO SILVER ROAD ON THE LEFT, CONTINUE WEST ON NYE ROAD FOR 0.9 KM TO
 DG4868'THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DG4868'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP
 DG4868'OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DG4868'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 6.8 M SOUTH OF THE
 DG4868'CENTERLINE OF NYE ROAD, 36.9 M EAST OF A 77-CM DIAMETER CORRUGATED
 DG4868'METAL CULVERT PIPE, 17.0 M SOUTH-SOUTHEAST OF POWER POLE --4-8-34
 DG4868'22/27--, AND 1.9 M NORTH OF A BARBED WIRE FENCE.  ---NOTE---THE
 DG4868'STATION IS  NORTH, EAST AND WEST OF THREE ORANGE 4X4 PLASTIC WITNESS
 DG4868'POSTS.  ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DG4868'HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DG4868' 
 DG4868'
 DG4868
 DG4868                          STATION RECOVERY (2004)
 DG4868
 DG4868'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DG4868'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0725 ***********************************************************************
 NH0725  DESIGNATION -  F
 NH0725  PID         -  NH0725
 NH0725  STATE/COUNTY-  WI/GREEN
 NH0725  USGS QUAD   -  BROWNTOWN (1981)
 NH0725
 NH0725                         *CURRENT SURVEY CONTROL
 NH0725  ___________________________________________________________________
 NH0725* NAD 83(1986)-  42 35 17.     (N)    089 49 40.     (W)     SCALED    
 NH0725* NAVD 88     -       238.917  (meters)     783.85   (feet)  ADJUSTED  
 NH0725  ___________________________________________________________________
 NH0725  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 NH0725  DYNAMIC HT  -         238.842 (meters)     783.60  (feet)  COMP
 NH0725  MODELED GRAV-     980,300.4   (mgal)                       NAVD 88
 NH0725
 NH0725  VERT ORDER  -  FIRST     CLASS II
 NH0725
 NH0725.The horizontal coordinates were scaled from a topographic map and have
 NH0725.an estimated accuracy of +/- 6 seconds.
 NH0725
 NH0725.The orthometric height was determined by differential leveling
 NH0725.and adjusted by the National Geodetic Survey in June 1991..
 NH0725.WARNING-Repeat measurements at this control monument indicate possible
 NH0725.vertical movement.
 NH0725
 NH0725.The geoid height was determined by GEOID03.
 NH0725
 NH0725.The dynamic height is computed by dividing the NAVD 88
 NH0725.geopotential number by the normal gravity value computed on the
 NH0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0725.degrees latitude (g = 980.6199 gals.).
 NH0725
 NH0725.The modeled gravity was interpolated from observed gravity values.
 NH0725
 NH0725;                    North         East    Units  Estimated Accuracy
 NH0725;SPC WI S     -    65,340.      614,140.      MT  (+/- 180 meters Scaled)
 NH0725
 NH0725                          SUPERSEDED SURVEY CONTROL
 NH0725
 NH0725  NGVD 29 (??/??/92)  239.011  (m)          784.16   (f) ADJ UNCH    1 2
 NH0725
 NH0725.Superseded values are not recommended for survey control.
 NH0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0725.See file dsdata.txt to determine how the superseded data were derived.
 NH0725
 NH0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN679189(NAD 83)
 NH0725_MARKER: DB = BENCH MARK DISK
 NH0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0725_STAMPING: ELEV 784.155 FT F 1920
 NH0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0725+STABILITY: SURFACE MOTION
 NH0725
 NH0725  HISTORY     - Date     Condition        Report By
 NH0725  HISTORY     - 1920     MONUMENTED       CGS
 NH0725  HISTORY     - 1961     MARK NOT FOUND   USGS
 NH0725  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH0725
 NH0725                          STATION DESCRIPTION
 NH0725
 NH0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1920
 NH0725'AT DILL.
 NH0725'AT DILL, GREEN COUNTY, ON THE ABANDONED ILLINOIS CENTRAL RR,
 NH0725'105 YDS NW OF THE CENTER OF THE STATION SITE, 143 YDS S
 NH0725'OF THE S END OF THE FORMER RR BRIDGE OVER PECATONICA RIVER, 15
 NH0725'YDS W OF THE CENTER LINE OF THE ROADBED, AND 2 FT E OF THE W
 NH0725'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED ELEV. 784.155
 NH0725'FT. F 1920 AND SET IN THE TOP OF A CONCRETE POST.
 NH0725
 NH0725                          STATION RECOVERY (1961)
 NH0725
 NH0725'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 NH0725'MARK NOT FOUND.
 NH0725
 NH0725                          STATION RECOVERY (2001)
 NH0725
 NH0725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0725'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0339 ***********************************************************************
 NJ0339  DESIGNATION -  F 1
 NJ0339  PID         -  NJ0339
 NJ0339  STATE/COUNTY-  WI/GRANT
 NJ0339  USGS QUAD   -  FENNIMORE (1962)
 NJ0339
 NJ0339                         *CURRENT SURVEY CONTROL
 NJ0339  ___________________________________________________________________
 NJ0339* NAD 83(1986)-  42 59 09.     (N)    090 39 18.     (W)     SCALED    
 NJ0339* NAVD 88     -       370.061  (meters)    1214.11   (feet)  ADJUSTED  
 NJ0339  ___________________________________________________________________
 NJ0339  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 NJ0339  DYNAMIC HT  -         369.955 (meters)    1213.76  (feet)  COMP
 NJ0339  MODELED GRAV-     980,324.6   (mgal)                       NAVD 88
 NJ0339
 NJ0339  VERT ORDER  -  FIRST     CLASS II
 NJ0339
 NJ0339.The horizontal coordinates were scaled from a topographic map and have
 NJ0339.an estimated accuracy of +/- 6 seconds.
 NJ0339
 NJ0339.The orthometric height was determined by differential leveling
 NJ0339.and adjusted by the National Geodetic Survey in June 1991..
 NJ0339
 NJ0339.The geoid height was determined by GEOID03.
 NJ0339
 NJ0339.The dynamic height is computed by dividing the NAVD 88
 NJ0339.geopotential number by the normal gravity value computed on the
 NJ0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0339.degrees latitude (g = 980.6199 gals.).
 NJ0339
 NJ0339.The modeled gravity was interpolated from observed gravity values.
 NJ0339
 NJ0339;                    North         East    Units  Estimated Accuracy
 NJ0339;SPC WI S     -   109,730.      546,580.      MT  (+/- 180 meters Scaled)
 NJ0339
 NJ0339                          SUPERSEDED SURVEY CONTROL
 NJ0339
 NJ0339  NGVD 29 (??/??/92)  370.121  (m)         1214.31   (f) ADJ UNCH    1 2
 NJ0339
 NJ0339.Superseded values are not recommended for survey control.
 NJ0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0339.See file dsdata.txt to determine how the superseded data were derived.
 NJ0339
 NJ0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH911619(NAD 83)
 NJ0339_MARKER: DB = BENCH MARK DISK
 NJ0339_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0339_SP_SET: BUILDING
 NJ0339_STAMPING: ELEV 1214.305 FT F 1 1920
 NJ0339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0339
 NJ0339  HISTORY     - Date     Condition        Report By
 NJ0339  HISTORY     - 1920     MONUMENTED       CGS
 NJ0339  HISTORY     - 1977     MARK NOT FOUND   ALSTER
 NJ0339  HISTORY     - 19980923 MARK NOT FOUND   USPSQD
 NJ0339
 NJ0339                          STATION DESCRIPTION
 NJ0339
 NJ0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1920
 NJ0339'AT FENNIMORE.
 NJ0339'AT FENNIMORE, GRANT COUNTY, AT THE NORTHWEST CORNER OF LINCOLN
 NJ0339'AVENUE AND CASPER STREET, IN THE EAST WALL OF THE BUILDING.  A
 NJ0339'STANDARD DISK, STAMPED ELEV. 1214.305 FT. F 1 1920 AND SET
 NJ0339'VERTICALLY.
 NJ0339
 NJ0339                          STATION RECOVERY (1977)
 NJ0339
 NJ0339'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1977
 NJ0339'MARK NOT FOUND.
 NJ0339
 NJ0339                          STATION RECOVERY (1998)
 NJ0339
 NJ0339'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0339'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0151 ***********************************************************************
 ON0151  DESIGNATION -  F 10
 ON0151  PID         -  ON0151
 ON0151  STATE/COUNTY-  WI/MONROE
 ON0151  USGS QUAD   -  BANGOR (1983)
 ON0151
 ON0151                         *CURRENT SURVEY CONTROL
 ON0151  ___________________________________________________________________
 ON0151* NAD 83(1986)-  43 54 46.     (N)    090 52 38.     (W)     SCALED    
 ON0151* NAVD 88     -       236.812  (meters)     776.94   (feet)  ADJUSTED  
 ON0151  ___________________________________________________________________
 ON0151  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 ON0151  DYNAMIC HT  -         236.767 (meters)     776.79  (feet)  COMP
 ON0151  MODELED GRAV-     980,422.8   (mgal)                       NAVD 88
 ON0151
 ON0151  VERT ORDER  -  FIRST     CLASS II
 ON0151
 ON0151.The horizontal coordinates were scaled from a topographic map and have
 ON0151.an estimated accuracy of +/- 6 seconds.
 ON0151
 ON0151.The orthometric height was determined by differential leveling
 ON0151.and adjusted by the National Geodetic Survey in June 1991..
 ON0151
 ON0151.The geoid height was determined by GEOID03.
 ON0151
 ON0151.The dynamic height is computed by dividing the NAVD 88
 ON0151.geopotential number by the normal gravity value computed on the
 ON0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0151.degrees latitude (g = 980.6199 gals.).
 ON0151
 ON0151.The modeled gravity was interpolated from observed gravity values.
 ON0151
 ON0151;                    North         East    Units  Estimated Accuracy
 ON0151;SPC WI S     -   212,870.      529,540.      MT  (+/- 180 meters Scaled)
 ON0151
 ON0151                          SUPERSEDED SURVEY CONTROL
 ON0151
 ON0151  NGVD 29 (??/??/92)  236.818  (m)          776.96   (f) ADJ UNCH    1 2
 ON0151
 ON0151.Superseded values are not recommended for survey control.
 ON0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0151.See file dsdata.txt to determine how the superseded data were derived.
 ON0151
 ON0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ704643(NAD 83)
 ON0151_MARKER: DB = BENCH MARK DISK
 ON0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0151_SP_SET: CONCRETE POST
 ON0151_STAMPING: F 10 1930
 ON0151_MARK LOGO: CGS   
 ON0151_PROJECTION: FLUSH
 ON0151_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ON0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0151+STABILITY: SURFACE MOTION
 ON0151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON0151+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2004
 ON0151
 ON0151  HISTORY     - Date     Condition        Report By
 ON0151  HISTORY     - 1930     MONUMENTED       CGS
 ON0151  HISTORY     - 1935     MARK NOT FOUND   NGS
 ON0151  HISTORY     - 1985     GOOD             NGS
 ON0151  HISTORY     - 20030520 MARK NOT FOUND   USPSQD
 ON0151  HISTORY     - 20041008 GOOD             WIDT
 ON0151
 ON0151                          STATION DESCRIPTION
 ON0151
 ON0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 ON0151'3.7 MI W FROM SPARTA.
 ON0151'3.7 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 ON0151'FROM THE STATION AT SPARTA, MONROE COUNTY, 0.45 MILE WEST OF
 ON0151'MILEPOST 250, 600 FEET WEST OF A ROAD CROSSING, 150 FEET EAST OF
 ON0151'A WHISTLE POST, 35 FEET NORTH OF THE NORTH RAIL, AND 59 FEET
 ON0151'SOUTH OF THE SOUTH RAIL OF THE CHICAGO, MILWAUKEE, ST. PAUL
 ON0151'AND PACIFIC RAILROAD.  A STANDARD DISK, STAMPED F 10 1930
 ON0151'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- DEEP SNOW.  THERE
 ON0151'ARE TWO CROSSINGS WITHIN 150 FEET OF EACH OTHER.  THERE ARE
 ON0151'3 LINES OF POSTS.  THERE ARE TWO RAILROADS.  THE MILEPOST REFERRED
 ON0151'TO IS ON THE CM AND STP AND PRR.  THE WHISTLE POST IS ON THE
 ON0151'NORTHWESTERN.  THEY ARE NOT EVEN WITH EACH OTHER WHICH WOULD
 ON0151'BE NECESSARY FOR DESCRIPTION TO BE CORRECT.
 ON0151
 ON0151                          STATION RECOVERY (1935)
 ON0151
 ON0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 ON0151'MARK NOT FOUND.
 ON0151
 ON0151                          STATION RECOVERY (1985)
 ON0151
 ON0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ON0151'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.8 KM (0.5
 ON0151'MI) SOUTH ALONG SOUTH WATERS STREET FROM ITS JUNCTION WITH STATE
 ON0151'HIGHWAYS 16 AND 21 IN SPARTA, THENCE 5.9 KM (3.65 MI) SOUTHWESTERLY
 ON0151'ALONG THE CHICAGO AND NORTHWESTERN RAILROAD, 0.2 KM (0.1 MI) SOUTHWEST
 ON0151'OF THE INTERSECTION OF CYPRESS AVENUE, 17.1 M (56.1 FT) SOUTHEAST OF
 ON0151'THE NEAR RAIL, 14.8 M (48.6 FT) WEST OF A UTILITY POLE, AND 11.3 M
 ON0151'(37.1 FT) NORTHWEST OF THE CENTER OF A SNOWMOBILE TRAIL.
 ON0151'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 ON0151'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 ON0151
 ON0151                          STATION RECOVERY (2003)
 ON0151
 ON0151'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 ON0151'NOT FOUND.  TO REACH THE STATION, FROM HIGHWAY 27, 0.1 MILE NORTH OF
 ON0151'INTERSTATE 90, TAKE IBAND AVE. WEST FOR 1.7 MILE, THEN 0.2 MILE SOUTH
 ON0151'ON ICE BOX ROAD, THEN 1.2 MILE WEST ON IBERIA AVE TO THE RAILROAD
 ON0151'TRACKS.
 ON0151
 ON0151                          STATION RECOVERY (2004)
 ON0151
 ON0151'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 ON0151'OWNERSHIP--CANADIAN PACIFIC RAILROAD.  TO REACH THE STATION FROM THE
 ON0151'JUNCTION OF STATE HIGHWAY 16 WITH STATE HIGHWAY 27 AT THE INTERSECTION
 ON0151'OF WISCONSIN STREET AND BLACK RIVER STREET IN THE CITY OF SPARTA, GO
 ON0151'SOUTH ON STATE HIGHWAY 27 FOR 1.0 MI (1.61 KM) TO IBAND AVENUE ON THE
 ON0151'RIGHT, TURN RIGHT AND GO WEST ON IBAND ROAD FOR 1.6 MI (2.57 KM) TO
 ON0151'ICE BOX ROAD ON THE LEFT, TURN LEFT AND GO SOUTH ON ICE BOX ROAD FOR
 ON0151'0.2 MI (0.32 KM) TO IBERIA AVENUE ON THE RIGHT, TURN RIGHT AND GO WEST
 ON0151'ON IBERIA AVENUE FOR 1.3 MI (2.09 KM) TO A BIKE PATH, TURN LEFT AND GO
 ON0151'SOUTHEAST ON THE BIKE PATH FOR 0.1 MI (0.16 KM) TO THE STATION ON THE
 ON0151'RIGHT.  THE STATION IS A BRONZE US COAST AND GEODETIC SURVEY BENCH
 ON0151'MARK SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST ABOUT LEVEL WITH
 ON0151'THE RAILROAD TRACKS.  THE STATION IS 11 M (36.1 FT) NORTHWEST OF THE
 ON0151'CENTERLINE OF THE BIKE PATH, 17 M (55.8 FT) SOUTHEAST OF THE SOUTHEAST
 ON0151'RAIL OF THE RAILROAD TRACKS AND 0.2 M (0.7 FT) NORTHWEST OF A STEEL
 ON0151'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 ON0151'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON, EXCEPT FOR TREES
 ON0151'TO THE SOUTH EXTENDING TO 22 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0375 ***********************************************************************
 OM0375  DESIGNATION -  F 100
 OM0375  PID         -  OM0375
 OM0375  STATE/COUNTY-  WI/COLUMBIA
 OM0375  USGS QUAD   -  ENDEAVOR (1984)
 OM0375
 OM0375                         *CURRENT SURVEY CONTROL
 OM0375  ___________________________________________________________________
 OM0375* NAD 83(1986)-  43 37 32.     (N)    089 26 34.     (W)     SCALED    
 OM0375* NAVD 88     -       238.403  (meters)     782.16   (feet)  ADJUSTED  
 OM0375  ___________________________________________________________________
 OM0375  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 OM0375  DYNAMIC HT  -         238.345 (meters)     781.97  (feet)  COMP
 OM0375  MODELED GRAV-     980,368.2   (mgal)                       NAVD 88
 OM0375
 OM0375  VERT ORDER  -  SECOND    CLASS 0
 OM0375
 OM0375.The horizontal coordinates were scaled from a topographic map and have
 OM0375.an estimated accuracy of +/- 6 seconds.
 OM0375
 OM0375.The orthometric height was determined by differential leveling
 OM0375.and adjusted by the National Geodetic Survey in June 1991..
 OM0375
 OM0375.The geoid height was determined by GEOID03.
 OM0375
 OM0375.The dynamic height is computed by dividing the NAVD 88
 OM0375.geopotential number by the normal gravity value computed on the
 OM0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0375.degrees latitude (g = 980.6199 gals.).
 OM0375
 OM0375.The modeled gravity was interpolated from observed gravity values.
 OM0375
 OM0375;                    North         East    Units  Estimated Accuracy
 OM0375;SPC WI S     -   180,740.      644,970.      MT  (+/- 180 meters Scaled)
 OM0375
 OM0375                          SUPERSEDED SURVEY CONTROL
 OM0375
 OM0375  NGVD 29 (??/??/92)  238.439  (m)          782.28   (f) ADJ UNCH    2 0
 OM0375
 OM0375.Superseded values are not recommended for survey control.
 OM0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0375.See file dsdata.txt to determine how the superseded data were derived.
 OM0375
 OM0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP029331(NAD 83)
 OM0375_MARKER: DB = BENCH MARK DISK
 OM0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0375_STAMPING: F 100 1934
 OM0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0375+STABILITY: SURFACE MOTION
 OM0375
 OM0375  HISTORY     - Date     Condition        Report By
 OM0375  HISTORY     - 1934     MONUMENTED       CGS
 OM0375
 OM0375                          STATION DESCRIPTION
 OM0375
 OM0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0375'7.2 MI N FROM PORTAGE.
 OM0375'7.2 MILES NORTH ALONG THE ABANDONED MINNEAPOLIS, ST. PAUL AND
 OM0375'SAULT STE. MARIE RAILROAD FROM THE MARQUETTE-JOLIET MONUMENT
 OM0375'AT PORTAGE, COLUMBIA COUNTY, AT A ROAD CROSSING, 18 FEET WEST
 OM0375'OF THE CENTERLINE OF THE OLD ROADBED, 15 FEET SOUTH OF THE
 OM0375'CENTERLINE OF THE ROAD, 21 FEET EAST OF A 4-FOOT ELM TREE, AND
 OM0375'ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE OLD ROAD BED.  A STANDARD
 OM0375'DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0416 ***********************************************************************
 OM0416  DESIGNATION -  F 101
 OM0416  PID         -  OM0416
 OM0416  STATE/COUNTY-  WI/DANE
 OM0416  USGS QUAD   -  MADISON WEST (1983)
 OM0416
 OM0416                         *CURRENT SURVEY CONTROL
 OM0416  ___________________________________________________________________
 OM0416* NAD 83(1986)-  43 04 35.     (N)    089 22 31.     (W)     SCALED    
 OM0416* NAVD 88     -       261.347  (meters)     857.44   (feet)  ADJUSTED  
 OM0416  ___________________________________________________________________
 OM0416  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 OM0416  DYNAMIC HT  -         261.279 (meters)     857.21  (feet)  COMP
 OM0416  MODELED GRAV-     980,354.7   (mgal)                       NAVD 88
 OM0416
 OM0416  VERT ORDER  -  SECOND    CLASS I
 OM0416
 OM0416.The horizontal coordinates were scaled from a topographic map and have
 OM0416.an estimated accuracy of +/- 6 seconds.
 OM0416
 OM0416.The orthometric height was determined by differential leveling
 OM0416.and adjusted by the National Geodetic Survey in February 2004..
 OM0416
 OM0416.The geoid height was determined by GEOID03.
 OM0416
 OM0416.The dynamic height is computed by dividing the NAVD 88
 OM0416.geopotential number by the normal gravity value computed on the
 OM0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0416.degrees latitude (g = 980.6199 gals.).
 OM0416
 OM0416.The modeled gravity was interpolated from observed gravity values.
 OM0416
 OM0416;                    North         East    Units  Estimated Accuracy
 OM0416;SPC WI S     -   119,770.      650,870.      MT  (+/- 180 meters Scaled)
 OM0416
 OM0416                          SUPERSEDED SURVEY CONTROL
 OM0416
 OM0416  NAVD 88 (06/15/91)  261.368  (m)          857.50   (f) UNKNOWN     2 0
 OM0416  NGVD 29 (??/??/92)  261.430  (m)          857.71   (f) ADJ UNCH    2 0
 OM0416
 OM0416.Superseded values are not recommended for survey control.
 OM0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0416.See file dsdata.txt to determine how the superseded data were derived.
 OM0416
 OM0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN066720(NAD 83)
 OM0416_MARKER: DB = BENCH MARK DISK
 OM0416_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OM0416_SP_SET: BUILDING WALL
 OM0416_STAMPING: F 101 1934
 OM0416_MARK LOGO: CGS   
 OM0416_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OM0416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0416_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0416+SATELLITE: SATELLITE OBSERVATIONS - 2001
 OM0416
 OM0416  HISTORY     - Date     Condition        Report By
 OM0416  HISTORY     - 1934     MONUMENTED       CGS
 OM0416  HISTORY     - 1943     GOOD             NGS
 OM0416  HISTORY     - 19950429 GOOD             USPSQD
 OM0416  HISTORY     - 2001     GOOD             WIDT
 OM0416
 OM0416                          STATION DESCRIPTION
 OM0416
 OM0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0416'AT MADISON.
 OM0416'ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC RAILROAD TO
 OM0416'SOUTH BLAIR STREET AT THE C AND N W RWY PASSENGER DEPOT.  SET
 OM0416'VERTICALLY, 3 FEET HIGH IN SOUTHWEST CORNER OF DEPOT ON SOUTH
 OM0416'SIDE.  2 FEET EAST FROM CORNER AND 50 FEET NORTH OF CENTERLINE
 OM0416'OF NEAREST C AND N W RWY TRACK.  NOTE-- FACE OF SOUTHWEST
 OM0416'CORNER STONE, MADISON DEPOT.  3.5 FEET ABOVE CEMENT PLATE, 44
 OM0416'FEET WEST OF CENTERLINE.
 OM0416
 OM0416                          STATION RECOVERY (1943)
 OM0416
 OM0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 OM0416'RECOVERED IN GOOD CONDITION.
 OM0416
 OM0416                          STATION RECOVERY (1995)
 OM0416
 OM0416'RECOVERY NOTE BY US POWER SQUADRON 1995
 OM0416'RECOVERED IN GOOD CONDITION.
 OM0416
 OM0416                          STATION RECOVERY (2001)
 OM0416
 OM0416'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OM0416'THE STATION IS LOCATED IN MADISON.  OWNERSHIP--MADISON GAS AND
 OM0416'ELECTRIC. TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 151
 OM0416'WITH STATE HIGHWAY 113 IN THE CITY OF MADISON, GO SOUTH ON US HIGHWAY
 OM0416'151 FOR 2.1 KM TO BLAIR STREET, TURN LEFT AND GO EAST ON BLAIR STREET
 OM0416'FOR 0.2 KM TO MAIN STREET, CONTINUE EAST ON BLAIR STREET FOR 0.2 KM
 OM0416'TO THE STATION ON THE LEFT. THE STATION IS SET VERTICALLY IN THE
 OM0416'SOUTH FACE OF THE MADISON GAS AND ELECTRIC BUILDING. (FORMERLY THE
 OM0416'CENTRAL AND NORTHWEST RAILROAD PASSENGER  DEPOT) AT --133 SOUTH BLAIR
 OM0416'STREET--. THE STATION IS A BRONZE US COAST AND GEODETIC SURVEY BENCH
 OM0416'MARK DISK SET IN A LARGE BUILDING AND ABOUT 1 M ABOVE THE GROUND
 OM0416'LEVEL. THE STATION IS 12.0 M NORTHEAST OF THE CENTERLINE OF BLAIR
 OM0416'STREET, 17.9 M NORTHWEST OF THE NORTHWEST TRACKS OF THE RAILROAD, 4.5
 OM0416'M NORTHEAST OF A LIGHT POLE, AND 0.6 M EAST OF THE SOUTHWEST CORNER
 OM0416'OF BUILDING.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 OM0416'OBSERVATIONS DUE TO BEING SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0290 ***********************************************************************
 NH0290  DESIGNATION -  F 102
 NH0290  PID         -  NH0290
 NH0290  STATE/COUNTY-  WI/ROCK
 NH0290  USGS QUAD   -  MILTON (1976)
 NH0290
 NH0290                         *CURRENT SURVEY CONTROL
 NH0290  ___________________________________________________________________
 NH0290* NAD 83(1986)-  42 48 00.     (N)    088 57 12.     (W)     SCALED    
 NH0290* NAVD 88     -       265.179  (meters)     870.01   (feet)  ADJUSTED  
 NH0290  ___________________________________________________________________
 NH0290  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 NH0290  DYNAMIC HT  -         265.105 (meters)     869.77  (feet)  COMP
 NH0290  MODELED GRAV-     980,337.0   (mgal)                       NAVD 88
 NH0290
 NH0290  VERT ORDER  -  SECOND    CLASS 0
 NH0290
 NH0290.The horizontal coordinates were scaled from a topographic map and have
 NH0290.an estimated accuracy of +/- 6 seconds.
 NH0290
 NH0290.The orthometric height was determined by differential leveling
 NH0290.and adjusted by the National Geodetic Survey in June 1991..
 NH0290
 NH0290.The geoid height was determined by GEOID03.
 NH0290
 NH0290.The dynamic height is computed by dividing the NAVD 88
 NH0290.geopotential number by the normal gravity value computed on the
 NH0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0290.degrees latitude (g = 980.6199 gals.).
 NH0290
 NH0290.The modeled gravity was interpolated from observed gravity values.
 NH0290
 NH0290;                    North         East    Units  Estimated Accuracy
 NH0290;SPC WI S     -    89,410.      685,620.      MT  (+/- 180 meters Scaled)
 NH0290
 NH0290                          SUPERSEDED SURVEY CONTROL
 NH0290
 NH0290  NGVD 29 (??/??/92)  265.247  (m)          870.23   (f) ADJ UNCH    2 0
 NH0290
 NH0290.Superseded values are not recommended for survey control.
 NH0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0290.See file dsdata.txt to determine how the superseded data were derived.
 NH0290
 NH0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN402404(NAD 83)
 NH0290_MARKER: DB = BENCH MARK DISK
 NH0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0290_STAMPING: F 102 1934
 NH0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0290+STABILITY: SURFACE MOTION
 NH0290
 NH0290  HISTORY     - Date     Condition        Report By
 NH0290  HISTORY     - 1934     MONUMENTED       CGS
 NH0290  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH0290
 NH0290                          STATION DESCRIPTION
 NH0290
 NH0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NH0290'1.5 MI N FROM MILTON JUNCTION.
 NH0290'1.5 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NH0290'THE BUTTON BUILDING AT MILTON JUNCTION, ROCK COUNTY, 5 FEET
 NH0290'SOUTH OF MILEPOST 101, AT A PRIVATE ROAD CROSSING, 28 FEET
 NH0290'NORTH OF THE CENTERLINE OF THE ROAD, 30 FEET EAST OF THE
 NH0290'CENTERLINE OF THE TRACK, 12 FEET WEST OF A FENCE, AND LEVEL
 NH0290'WITH THE RAIL.  A STANDARD DISK, STAMPED F 102 1934 AND SET
 NH0290'IN THE TOP OF A CONCRETE POST.
 NH0290
 NH0290                          STATION RECOVERY (2001)
 NH0290
 NH0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0290'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0225 ***********************************************************************
 OM0225  DESIGNATION -  F 103
 OM0225  PID         -  OM0225
 OM0225  STATE/COUNTY-  WI/DODGE
 OM0225  USGS QUAD   -  CLYMAN (1980)
 OM0225
 OM0225                         *CURRENT SURVEY CONTROL
 OM0225  ___________________________________________________________________
 OM0225* NAD 83(1986)-  43 18 10.     (N)    088 43 14.     (W)     SCALED    
 OM0225* NAVD 88     -       270.598  (meters)     887.79   (feet)  ADJUSTED  
 OM0225  ___________________________________________________________________
 OM0225  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 OM0225  DYNAMIC HT  -         270.533 (meters)     887.57  (feet)  COMP
 OM0225  MODELED GRAV-     980,371.9   (mgal)                       NAVD 88
 OM0225
 OM0225  VERT ORDER  -  SECOND    CLASS I
 OM0225
 OM0225.The horizontal coordinates were scaled from a topographic map and have
 OM0225.an estimated accuracy of +/- 6 seconds.
 OM0225
 OM0225.The orthometric height was determined by differential leveling
 OM0225.and adjusted by the National Geodetic Survey in February 2004..
 OM0225
 OM0225.The geoid height was determined by GEOID03.
 OM0225
 OM0225.The dynamic height is computed by dividing the NAVD 88
 OM0225.geopotential number by the normal gravity value computed on the
 OM0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0225.degrees latitude (g = 980.6199 gals.).
 OM0225
 OM0225.The modeled gravity was interpolated from observed gravity values.
 OM0225
 OM0225;                    North         East    Units  Estimated Accuracy
 OM0225;SPC WI S     -   145,520.      703,800.      MT  (+/- 180 meters Scaled)
 OM0225
 OM0225                          SUPERSEDED SURVEY CONTROL
 OM0225
 OM0225  NAVD 88 (06/15/91)  270.618  (m)          887.85   (f) UNKNOWN     2 0
 OM0225  NGVD 29 (??/??/92)  270.672  (m)          888.03   (f) ADJ UNCH    2 0
 OM0225
 OM0225.Superseded values are not recommended for survey control.
 OM0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0225.See file dsdata.txt to determine how the superseded data were derived.
 OM0225
 OM0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN604958(NAD 83)
 OM0225_MARKER: DB = BENCH MARK DISK
 OM0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0225_STAMPING: F 103 1034
 OM0225_MARK LOGO: CGS   
 OM0225_PROJECTION: FLUSH
 OM0225_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OM0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0225+STABILITY: SURFACE MOTION
 OM0225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0225+SATELLITE: SATELLITE OBSERVATIONS - 2001
 OM0225
 OM0225  HISTORY     - Date     Condition        Report By
 OM0225  HISTORY     - 1934     MONUMENTED       CGS
 OM0225  HISTORY     - 1976     MARK NOT FOUND   USGS
 OM0225  HISTORY     - 2001     GOOD             WIDT
 OM0225
 OM0225                          STATION DESCRIPTION
 OM0225
 OM0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0225'0.6 MI S FROM CLYMAN.
 OM0225'0.6 MILE SOUTH OF CLYMAN ALONG THE CHICAGO AND NORTHWESTERN
 OM0225'RAILROAD, 1250 FEET SOUTH OF PUBLIC CROSSING, 400 FEET NORTH
 OM0225'OF PRIVATE CROSSING.  SET IN CONCRETE POST 45 FEET EAST OF THE
 OM0225'CENTER LINE OF THE TRACK, 5 FEET WEST OF RIGHT-OF-WAY FENCE, 30
 OM0225'FEET SOUTH OF TELEPHONE POLE, 33 FEET NORTHEAST OF WHISTLE POST,
 OM0225'3 FEET BELOW RAIL LEVEL.
 OM0225
 OM0225                          STATION RECOVERY (1976)
 OM0225
 OM0225'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 OM0225'MARK NOT FOUND.
 OM0225
 OM0225                          STATION RECOVERY (2001)
 OM0225
 OM0225'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OM0225'THE STATION IS LOCATED ABOUT 25 KM NORTHEAST OF WATERLOO, 12 KM NORTH
 OM0225'OF WATERTOWN, AND 12 KM SOUTH OF JUNEAU.  OWNERSHIP--UNION PACIFIC
 OM0225'RAILROAD.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 OM0225'16/60 WEST WITH STATE HIGHWAY 16/26 EAST ABOUT 1.6 KM NORTH OF THE
 OM0225'VILLAGE OF CLYMAN, GO SOUTH ON STATE HIGHWAY 16/60 FOR 2.4 KM TO
 OM0225'COUNTY HIGHWAY CJ ON THE LEFT, TURN LEFT AND GO EAST ON COUNTY
 OM0225'HIGHWAY CJ FOR 1.1 KM TO A SET OF RAILROAD TRACKS AND A GRAVEL ROAD
 OM0225'ALONG THE EAST SIDE OF THE TRACKS, TURN RIGHT AND GO SOUTH ON THE
 OM0225'GRAVEL ROAD FOR 0.3 KM TO THE STATION ON THE RIGHT. THE STATION IS A
 OM0225'BRONZE US COAST AND GEODETIC SURVEY BENCHMARK DISK SET IN THE TOP OF
 OM0225'A 25-CM SQUARE CONCRETE POST AND ABOUT 1 M BELOW THE RAILROAD RAIL.
 OM0225'THE STATION IS 10.7 M EAST OF THE EASTERNMOST RAIL OF THE RAILROAD
 OM0225'TRACKS, 31.6 M SOUTHEAST OF POWERPOLE --E 65-9822--, 20 M SOUTHWEST
 OM0225'OF THE CENTERLINE OF A GRAVEL ROAD AT THE BEND IN THE GRAVEL ROAD,
 OM0225'AND 4 M EAST OF A DRAINAGE DITCH.  ---NOTE---THE STATION IS NORTHEAST
 OM0225'AND WEST OF AN ORANGE FIBERGLASS WITNESS POST.    ---NOTE2---THIS
 OM0225'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 30 DEGREES
 OM0225'ABOVE THE HORIZON EXCEPT FOR TREES TO THE NORTHWEST EXTENDING TO 30
 OM0225'DEGREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0184 ***********************************************************************
 OM0184  DESIGNATION -  F 105
 OM0184  PID         -  OM0184
 OM0184  STATE/COUNTY-  WI/FOND DU LAC
 OM0184  USGS QUAD   -  BRANDON (1980)
 OM0184
 OM0184                         *CURRENT SURVEY CONTROL
 OM0184  ___________________________________________________________________
 OM0184* NAD 83(1986)-  43 44 06.     (N)    088 46 49.     (W)     SCALED    
 OM0184* NAVD 88     -       304.536  (meters)     999.13   (feet)  ADJUSTED  
 OM0184  ___________________________________________________________________
 OM0184  GEOID HEIGHT-         -35.67  (meters)                     GEOID03
 OM0184  DYNAMIC HT  -         304.469 (meters)     998.91  (feet)  COMP
 OM0184  MODELED GRAV-     980,389.4   (mgal)                       NAVD 88
 OM0184
 OM0184  VERT ORDER  -  SECOND    CLASS 0
 OM0184
 OM0184.The horizontal coordinates were scaled from a topographic map and have
 OM0184.an estimated accuracy of +/- 6 seconds.
 OM0184
 OM0184.The orthometric height was determined by differential leveling
 OM0184.and adjusted by the National Geodetic Survey in June 1991..
 OM0184
 OM0184.The geoid height was determined by GEOID03.
 OM0184
 OM0184.The dynamic height is computed by dividing the NAVD 88
 OM0184.geopotential number by the normal gravity value computed on the
 OM0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0184.degrees latitude (g = 980.6199 gals.).
 OM0184
 OM0184.The modeled gravity was interpolated from observed gravity values.
 OM0184
 OM0184;                    North         East    Units  Estimated Accuracy
 OM0184;SPC WI S     -   193,460.      698,260.      MT  (+/- 180 meters Scaled)
 OM0184
 OM0184                          SUPERSEDED SURVEY CONTROL
 OM0184
 OM0184  NGVD 29 (??/??/92)  304.568  (m)          999.24   (f) ADJ UNCH    2 0
 OM0184
 OM0184.Superseded values are not recommended for survey control.
 OM0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0184.See file dsdata.txt to determine how the superseded data were derived.
 OM0184
 OM0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP566439(NAD 83)
 OM0184_MARKER: DB = BENCH MARK DISK
 OM0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0184_STAMPING: F 105 1934
 OM0184_MARK LOGO: CGS   
 OM0184_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0184+STABILITY: SURFACE MOTION
 OM0184_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0184+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2006
 OM0184
 OM0184  HISTORY     - Date     Condition        Report By
 OM0184  HISTORY     - 1934     MONUMENTED       CGS
 OM0184  HISTORY     - 20000313 GOOD             WIDT
 OM0184  HISTORY     - 20030730 GOOD             USPSQD
 OM0184  HISTORY     - 20050504 POOR             WIDT
 OM0184  HISTORY     - 20060919 GOOD             USPSQD
 OM0184
 OM0184                          STATION DESCRIPTION
 OM0184
 OM0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0184'AT BRANDON.
 OM0184'ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC RAILROAD
 OM0184'AT MILEPOLE 161 AND CROSSING OF HIWAY 49.  SET IN POST AT THE
 OM0184'SOUTH CORNER OF CITY PARK, ON OPPOSITE SIDE OF TRACKS FROM DEPOT,
 OM0184'75 FEET NORTHEAST OF CENTERLINE OF TRACKS, 54 FEET NORTHWEST OF
 OM0184'CENTERLINE OF HIWAY AND 12 FEET NORTHWEST OF FENCE CORNER.
 OM0184'ABOUT 2 INCHES ABOVE LEVEL OF GROUND.
 OM0184
 OM0184                          STATION RECOVERY (2000)
 OM0184
 OM0184'RECOVERY NOTE BY WI DEPT OF TRANSP 2000 (DJH)
 OM0184'THE STATION IS LOCATED ABOUT 27.36 KM (17.00 MI) WEST OF FOND DU LAC
 OM0184'AND 12.87 KM (8.00 MI) EAST-SOUTHEAST OF RIPON.  OWNERSHIP--VILLAGE OF
 OM0184'BRANDON.  THE STATION IS LOCATED IN THE NORTHWEST QUADRANT OF THE
 OM0184'INTERSECTION OF STATE HIGHWAY 49 (MAIN STREET) WITH LOCKIN STREET IN
 OM0184'THE VILLAGE OF BRANDON, THE STATION IS A BRONZE CGS BENCH MARK DISK
 OM0184'STAMPED --F 105 1934-- SET IN THE TOP OF A 23-CM (9-INCH) SQUARE
 OM0184'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH HIGHWAY
 OM0184'PAVEMENT.  THE STATION IS 14.3 M (46.9 FT) NORTH OF THE CENTERLINE OF
 OM0184'STATE HIGHWAY 49 (MAIN STREET) , 19.4 M (63.6 FT) EAST OF THE EASTERN
 OM0184'MOST RAIL OF THE RAILROAD TRACKS, 17.7 M (58.1 FT) WEST OF THE
 OM0184'CENTERLINE OF LOCKIN STREET, AND 0.4 M (1.3 FT) SOUTH OF A WHITE
 OM0184'PLASTIC WITNESS POST.  ---NOTE---VISIBLE OBSTRUCTIONS AT THIS STATION
 OM0184'IS A TREE IN ALL QUADRANTS EXTENDING TO 90 DEGREES ABOVE THE HORIZON.
 OM0184
 OM0184                          STATION RECOVERY (2003)
 OM0184
 OM0184'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0184'STATION RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 15.0 FEET
 OM0184'WEST-NORTHWEST OF THE NORTHERNMOST SIGN POST FOR --BRANDON TANGERS
 OM0184'4-H-- AND 14.6 FEET NORTH OF THE NORTHERN EDGE OF AN E-W CONCRETE
 OM0184'SIDEWALK, SOUTH OF A TREE.
 OM0184
 OM0184                          STATION RECOVERY (2005)
 OM0184
 OM0184'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 OM0184'RECOVERED IN POOR CONDITION.  ADD-- THE STATION IS 1.5 M SOUTH OF AND
 OM0184'UNDER A 13 INCH DIAMETER TREE AND IS 3 CM ABOVE GROUND LEVEL.  NOTE--
 OM0184'THE MONUMENT IS BADLY SCUFFED ON TOP.
 OM0184
 OM0184                          STATION RECOVERY (2006)
 OM0184
 OM0184'RECOVERY NOTE BY US POWER SQUADRON 2006
 OM0184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0292 ***********************************************************************
 OM0292  DESIGNATION -  F 107
 OM0292  PID         -  OM0292
 OM0292  STATE/COUNTY-  WI/JEFFERSON
 OM0292  USGS QUAD   -  WATERLOO (1976)
 OM0292
 OM0292                         *CURRENT SURVEY CONTROL
 OM0292  ___________________________________________________________________
 OM0292* NAD 83(1986)-  43 11 01.     (N)    088 57 41.     (W)     SCALED    
 OM0292* NAVD 88     -       244.187  (meters)     801.14   (feet)  ADJUSTED  
 OM0292  ___________________________________________________________________
 OM0292  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 OM0292  DYNAMIC HT  -         244.126 (meters)     800.94  (feet)  COMP
 OM0292  MODELED GRAV-     980,363.8   (mgal)                       NAVD 88
 OM0292
 OM0292  VERT ORDER  -  SECOND    CLASS I
 OM0292
 OM0292.The horizontal coordinates were scaled from a topographic map and have
 OM0292.an estimated accuracy of +/- 6 seconds.
 OM0292
 OM0292.The orthometric height was determined by differential leveling
 OM0292.and adjusted by the National Geodetic Survey in June 1991..
 OM0292
 OM0292.The geoid height was determined by GEOID03.
 OM0292
 OM0292.The dynamic height is computed by dividing the NAVD 88
 OM0292.geopotential number by the normal gravity value computed on the
 OM0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0292.degrees latitude (g = 980.6199 gals.).
 OM0292
 OM0292.The modeled gravity was interpolated from observed gravity values.
 OM0292
 OM0292;                    North         East    Units  Estimated Accuracy
 OM0292;SPC WI S     -   132,010.      684,430.      MT  (+/- 180 meters Scaled)
 OM0292
 OM0292                          SUPERSEDED SURVEY CONTROL
 OM0292
 OM0292  NGVD 29 (??/??/92)  244.250  (m)          801.34   (f) ADJ UNCH    2 0
 OM0292
 OM0292.Superseded values are not recommended for survey control.
 OM0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0292.See file dsdata.txt to determine how the superseded data were derived.
 OM0292
 OM0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN406830(NAD 83)
 OM0292_MARKER: DB = BENCH MARK DISK
 OM0292_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OM0292_SP_SET: CULVERT WINGWALL
 OM0292_STAMPING: F 107 1934
 OM0292_MARK LOGO: CGS   
 OM0292_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OM0292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0292+SATELLITE: SATELLITE OBSERVATIONS - 2001
 OM0292
 OM0292  HISTORY     - Date     Condition        Report By
 OM0292  HISTORY     - 1934     MONUMENTED       CGS
 OM0292  HISTORY     - 1979     GOOD             ALSTER
 OM0292  HISTORY     - 2001     GOOD             WIDT
 OM0292
 OM0292                          STATION DESCRIPTION
 OM0292
 OM0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0292'1.6 MI E FROM WATERLOO.
 OM0292'1.6 MILES EAST OF DEPOT AT WATERLOO ALONG THE CHICAGO, MILWAUKEE,
 OM0292'ST PAUL AND PACIFIC RAILROAD, 2 POLES WEST OF MILEPOST 25 AT
 OM0292'15 FOOT CONCRETE CULVERT.  SET IN THE NORTHEAST CONCRETE WINGWALL,
 OM0292'7 FEET NORTH OF THE CENTER LINE OF THE TRACK, ABOUT 4 INCHES
 OM0292'BELOW RAIL LEVEL.
 OM0292
 OM0292                          STATION RECOVERY (1979)
 OM0292
 OM0292'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1979
 OM0292'RECOVERED IN GOOD CONDITION.
 OM0292
 OM0292                          STATION RECOVERY (2001)
 OM0292
 OM0292'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OM0292'THE STATION IS LOCATED ABOUT 36 KM EAST-NORTHEAST OF MADISON IN
 OM0292'WATERLOO. OWNERSHIP--WISCONSIN AND SOUTHERN RAILROAD. TO REACH THE
 OM0292'STATION FROM THE JUNCTION OF STATE HIGHWAY 19 WITH STATE HIGHWAY 89
 OM0292'IN THE CITY OF WATERLOO, GO SOUTHEAST ON STATE HIGHWAY 89 FOR 1.3 KM
 OM0292'TO HUNTERS LANE ON THE LEFT, TURN LEFT AND GO EAST ON HUNTERS LANE
 OM0292'FOR 0.4 KM TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE US
 OM0292'COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP OF A CULVERT
 OM0292'WINGWALL AND ABOUT LEVEL WITH THE GROUND.  THE STATION IS 15.0 M
 OM0292'SOUTHEAST OF THE CENTERLINE OF THE END OF HUNTERS LANE, 52 M EAST OF
 OM0292'A FIELD ENTRANCE, 43.5 M EAST OF A CONCRETE POST WITH A METAL BOX
 OM0292'ATTACHED TO IT, 8.2 M NORTHWEST OF A FIBERGLASS POST FOR A --POWER
 OM0292'AND FIBER OPTIC CAUTION-- SIGN, 1.5 M NORTH OF THE NORTH RAIL OF THE
 OM0292'RAILROAD TRACKS.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 OM0292'OBSERVATIONS DUE TO TREES TO THE SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0473 ***********************************************************************
 OM0473  DESIGNATION -  F 109
 OM0473  PID         -  OM0473
 OM0473  STATE/COUNTY-  WI/SAUK
 OM0473  USGS QUAD   -  SAUK CITY (1975)
 OM0473
 OM0473                         *CURRENT SURVEY CONTROL
 OM0473  ___________________________________________________________________
 OM0473* NAD 83(1986)-  43 18 49.     (N)    089 44 06.     (W)     SCALED    
 OM0473* NAVD 88     -       253.774  (meters)     832.59   (feet)  ADJUSTED  
 OM0473  ___________________________________________________________________
 OM0473  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 OM0473  DYNAMIC HT  -         253.710 (meters)     832.38  (feet)  COMP
 OM0473  MODELED GRAV-     980,360.4   (mgal)                       NAVD 88
 OM0473
 OM0473  VERT ORDER  -  SECOND    CLASS 0
 OM0473
 OM0473.The horizontal coordinates were scaled from a topographic map and have
 OM0473.an estimated accuracy of +/- 6 seconds.
 OM0473
 OM0473.The orthometric height was determined by differential leveling
 OM0473.and adjusted by the National Geodetic Survey in June 1991..
 OM0473
 OM0473.The geoid height was determined by GEOID03.
 OM0473
 OM0473.The dynamic height is computed by dividing the NAVD 88
 OM0473.geopotential number by the normal gravity value computed on the
 OM0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0473.degrees latitude (g = 980.6199 gals.).
 OM0473
 OM0473.The modeled gravity was interpolated from observed gravity values.
 OM0473
 OM0473;                    North         East    Units  Estimated Accuracy
 OM0473;SPC WI S     -   145,960.      621,500.      MT  (+/- 180 meters Scaled)
 OM0473
 OM0473                          SUPERSEDED SURVEY CONTROL
 OM0473
 OM0473  NGVD 29 (??/??/92)  253.827  (m)          832.76   (f) ADJ UNCH    2 0
 OM0473
 OM0473.Superseded values are not recommended for survey control.
 OM0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0473.See file dsdata.txt to determine how the superseded data were derived.
 OM0473
 OM0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN782992(NAD 83)
 OM0473_MARKER: DB = BENCH MARK DISK
 OM0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0473_STAMPING: F 109 1934
 OM0473_MARK LOGO: CGS   
 OM0473_PROJECTION: FLUSH
 OM0473_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OM0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0473+STABILITY: SURFACE MOTION
 OM0473_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0473+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 OM0473
 OM0473  HISTORY     - Date     Condition        Report By
 OM0473  HISTORY     - 1934     MONUMENTED       CGS
 OM0473  HISTORY     - 20021016 GOOD             WIDT
 OM0473
 OM0473                          STATION DESCRIPTION
 OM0473
 OM0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0473'1.8 MI N FROM PRAIRIE DU SAC.
 OM0473'1.8 MILES NORTH OF BANK ALONG U.S. HIGHWAY 12, AT THE JUNCTION
 OM0473'WITH STATE HIGHWAYS 13 AND 78.  SET IN CONCRETE POST 24 FEET
 OM0473'WEST OF POLE, 63 FEET WEST OF THE CENTER LINE OF HIGHWAY 78,
 OM0473'57 FEET EAST OF HIGHWAY 12 AND 13, 2.5 FOOT BELOW ROAD LEVEL.
 OM0473
 OM0473                          STATION RECOVERY (2002)
 OM0473
 OM0473'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (DJH)
 OM0473'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 OM0473'STATION FROM THE JUNCTION OF STATE HIGHWAY 60 WITH STATE HIGHWAY 78 IN
 OM0473'THE VILLAGE OF PRAIRIE DU SAC.  GO NORTH ON STATE HIGHWAY 78 FOR 1.5
 OM0473'MI (2.41 KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE US
 OM0473'COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP OF 23-CM
 OM0473'SQUARE CONCRETE POST ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY PAVEMENT.
 OM0473'THE STATION IS 16.7 M (54.8 FT) WEST OF THE CENTERLINE OF STATE
 OM0473'HIGHWAY 78, 21 M (68.9 FT) EAST OF THE CENTERLINE OF BUSINESS STATE
 OM0473'HIGHWAY 12, 18.7 M (61.4 FT) NORTH OF A POWER POLE --10-6-25 3 21/44--
 OM0473'AND 1 M (3.3 FT) WEST OF A STEEL WITNESS POST.  ---NOTE---VISIBLE
 OM0473'OBSTRUCTIONS AT THIS STATION ARE TREES AND SHRUBS THAT COMPLETELY
 OM0473'COVER THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO0036 ***********************************************************************
 QO0036  DESIGNATION -  F 11
 QO0036  PID         -  QO0036
 QO0036  STATE/COUNTY-  WI/POLK
 QO0036  USGS QUAD   -  CLAYTON (1978)
 QO0036
 QO0036                         *CURRENT SURVEY CONTROL
 QO0036  ___________________________________________________________________
 QO0036* NAD 83(1986)-  45 19 58.     (N)    092 10 21.     (W)     SCALED    
 QO0036* NAVD 88     -       367.533  (meters)    1205.81   (feet)  ADJUSTED  
 QO0036  ___________________________________________________________________
 QO0036  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 QO0036  DYNAMIC HT  -         367.491 (meters)    1205.68  (feet)  COMP
 QO0036  MODELED GRAV-     980,491.7   (mgal)                       NAVD 88
 QO0036
 QO0036  VERT ORDER  -  FIRST     CLASS II
 QO0036
 QO0036.The horizontal coordinates were scaled from a topographic map and have
 QO0036.an estimated accuracy of +/- 6 seconds.
 QO0036
 QO0036.The orthometric height was determined by differential leveling
 QO0036.and adjusted by the National Geodetic Survey in June 1991..
 QO0036
 QO0036.The geoid height was determined by GEOID03.
 QO0036
 QO0036.The dynamic height is computed by dividing the NAVD 88
 QO0036.geopotential number by the normal gravity value computed on the
 QO0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0036.degrees latitude (g = 980.6199 gals.).
 QO0036
 QO0036.The modeled gravity was interpolated from observed gravity values.
 QO0036
 QO0036;                    North         East    Units  Estimated Accuracy
 QO0036;SPC WI C     -   168,900.      429,730.      MT  (+/- 180 meters Scaled)
 QO0036
 QO0036                          SUPERSEDED SURVEY CONTROL
 QO0036
 QO0036  NGVD 29 (??/??/92)  367.484  (m)         1205.65   (f) ADJ UNCH    1 2
 QO0036
 QO0036.Superseded values are not recommended for survey control.
 QO0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0036.See file dsdata.txt to determine how the superseded data were derived.
 QO0036
 QO0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL648202(NAD 83)
 QO0036_MARKER: DB = BENCH MARK DISK
 QO0036_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0036_SP_SET: PEDISTAL
 QO0036_STAMPING: F-11 1933
 QO0036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0036+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2005
 QO0036
 QO0036  HISTORY     - Date     Condition        Report By
 QO0036  HISTORY     - 1933     MONUMENTED       CGS
 QO0036  HISTORY     - 1935     GOOD             NGS
 QO0036  HISTORY     - 1976     MARK NOT FOUND   USGS
 QO0036  HISTORY     - 1980     GOOD             NGS
 QO0036  HISTORY     - 20051113 GOOD             USPSQD
 QO0036
 QO0036                          STATION DESCRIPTION
 QO0036
 QO0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QO0036'IN CLAYTON.
 QO0036'ON THE MINNEAPOLIS ST. PAUL ASHLAND DIVISION OF THE CHICAGO AND NORTH
 QO0036'WESTERN RAILWAY, IN RAILROAD WATER TOWER ABOUT 700 FEET NORTHEAST OF
 QO0036'THE CLAYTON STATION, 740 FEET SOUTHWEST OF MILEPOST 38.  ON THE TOP OF
 QO0036'THE CONCRETE PEDISTAL WHICH SUPPORTS THE NORTHWEST PAIR OF LEGS OF THE
 QO0036'WATER TOWER, 10.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL, ABOUT 2 FEET
 QO0036'ABOVE THE TOP OF THE RAIL, 60 FEET SOUTH OF THE SOUTH CORNER OF
 QO0036'RAILROAD SECTION HOUSE.
 QO0036
 QO0036                          STATION RECOVERY (1935)
 QO0036
 QO0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 QO0036'RECOVERED IN GOOD CONDITION.
 QO0036
 QO0036                          STATION RECOVERY (1976)
 QO0036
 QO0036'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 QO0036'MARK NOT FOUND.
 QO0036
 QO0036                          STATION RECOVERY (1980)
 QO0036
 QO0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 QO0036'IN CLAYTON, AT THE JUNCTION OF U.S. HIGHWAY 63 AND COUNTY ROAD D, IN
 QO0036'TOP OF THE NORTH CORNER OF THE NORTHWESTERNMOST LEG FOUNDATION OF AN
 QO0036'ABANDONED WATER TANK, 35.2 M (116 FT) EAST-SOUTHEAST OF THE CENTERLINE
 QO0036'OF THE HIGHWAY, 21.0 M (69.0 FT) NORTH-NORTHEAST OF THE CENTERLINE OF
 QO0036'THE ROAD, 3.3 M (10.8 FT) SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN
 QO0036'TRACK OF THE CHICAGO AND NORTHWESTERN RAILROAD, 10.0 M (33.0 FT) NORTH
 QO0036'OF A POWERLINE POLE, 15.8 M (52.0 FT) WEST OF THE SOUTHWEST CORNER OF
 QO0036'A PURINA FEED BUILDING, 12.1 M (40.0 FT) WEST-NORTHWEST OF THE WEST
 QO0036'RAIL OF A SPUR TRACK.
 QO0036'THE MARK IS 2.0 M ABOVE THE TRACKS.
 QO0036
 QO0036                          STATION RECOVERY (2005)
 QO0036
 QO0036'RECOVERY NOTE BY US POWER SQUADRON 2005 (DRB)
 QO0036'RECOVERED IN GOOD CONDITION.  NOTE-- THE PURINA FEED BUILDING IS NOW
 QO0036'NAMED CLAYTON FEED STORE AND THE RAILROAD BED IS NOW A RECREATIONAL
 QO0036'TRAIL.  ADD-- THE STATION IS 30-CM SOUTHEAST OF AN ORANGE --WARNING
 QO0036'FIBER OPTIC CABLE-- SIGN POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0008 ***********************************************************************
 NJ0008  DESIGNATION -  F 110
 NJ0008  PID         -  NJ0008
 NJ0008  STATE/COUNTY-  WI/IOWA
 NJ0008  USGS QUAD   -  REWEY (1978)
 NJ0008
 NJ0008                         *CURRENT SURVEY CONTROL
 NJ0008  ___________________________________________________________________
 NJ0008* NAD 83(1986)-  42 49 36.     (N)    090 23 51.     (W)     SCALED    
 NJ0008* NAVD 88     -       347.660  (meters)    1140.61   (feet)  ADJUSTED  
 NJ0008  ___________________________________________________________________
 NJ0008  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 NJ0008  DYNAMIC HT  -         347.556 (meters)    1140.27  (feet)  COMP
 NJ0008  MODELED GRAV-     980,313.2   (mgal)                       NAVD 88
 NJ0008
 NJ0008  VERT ORDER  -  SECOND    CLASS 0
 NJ0008
 NJ0008.The horizontal coordinates were scaled from a topographic map and have
 NJ0008.an estimated accuracy of +/- 6 seconds.
 NJ0008
 NJ0008.The orthometric height was determined by differential leveling
 NJ0008.and adjusted by the National Geodetic Survey in June 1991..
 NJ0008
 NJ0008.The geoid height was determined by GEOID03.
 NJ0008
 NJ0008.The dynamic height is computed by dividing the NAVD 88
 NJ0008.geopotential number by the normal gravity value computed on the
 NJ0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0008.degrees latitude (g = 980.6199 gals.).
 NJ0008
 NJ0008.The modeled gravity was interpolated from observed gravity values.
 NJ0008
 NJ0008;                    North         East    Units  Estimated Accuracy
 NJ0008;SPC WI S     -    91,910.      567,500.      MT  (+/- 180 meters Scaled)
 NJ0008
 NJ0008                          SUPERSEDED SURVEY CONTROL
 NJ0008
 NJ0008  NGVD 29 (??/??/92)  347.737  (m)         1140.87   (f) ADJ UNCH    2 0
 NJ0008
 NJ0008.Superseded values are not recommended for survey control.
 NJ0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0008.See file dsdata.txt to determine how the superseded data were derived.
 NJ0008
 NJ0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH127448(NAD 83)
 NJ0008_MARKER: DB = BENCH MARK DISK
 NJ0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0008_STAMPING: F 110 1934
 NJ0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0008+STABILITY: SURFACE MOTION
 NJ0008
 NJ0008  HISTORY     - Date     Condition        Report By
 NJ0008  HISTORY     - 1934     MONUMENTED       CGS
 NJ0008  HISTORY     - 20040424 MARK NOT FOUND   JCLS
 NJ0008
 NJ0008                          STATION DESCRIPTION
 NJ0008
 NJ0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0008'1.5 MI S FROM REWEY.
 NJ0008'ABOUT 1.5 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN
 NJ0008'RAILWAY FROM THE STATION AT REWEY, IOWA COUNTY, AT THE CROSSING
 NJ0008'OF COUNTY ROAD G, 42 FEET WEST OF THE CENTER LINE OF THE ROAD,
 NJ0008'15 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 1 FOOT
 NJ0008'HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED F 110 1934 AND
 NJ0008'SET IN THE TOP OF A CONCRETE POST.
 NJ0008
 NJ0008                          STATION RECOVERY (2004)
 NJ0008
 NJ0008'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 NJ0008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0031 ***********************************************************************
 NJ0031  DESIGNATION -  F 111
 NJ0031  PID         -  NJ0031
 NJ0031  STATE/COUNTY-  WI/LAFAYETTE
 NJ0031  USGS QUAD   -  NEW DIGGINGS (1952)
 NJ0031
 NJ0031                         *CURRENT SURVEY CONTROL
 NJ0031  ___________________________________________________________________
 NJ0031* NAD 83(1986)-  42 34 18.     (N)    090 21 17.     (W)     SCALED    
 NJ0031* NAVD 88     -       240.582  (meters)     789.31   (feet)  ADJUSTED  
 NJ0031  ___________________________________________________________________
 NJ0031  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 NJ0031  DYNAMIC HT  -         240.509 (meters)     789.07  (feet)  COMP
 NJ0031  MODELED GRAV-     980,312.0   (mgal)                       NAVD 88
 NJ0031
 NJ0031  VERT ORDER  -  SECOND    CLASS 0
 NJ0031
 NJ0031.The horizontal coordinates were scaled from a topographic map and have
 NJ0031.an estimated accuracy of +/- 6 seconds.
 NJ0031
 NJ0031.The orthometric height was determined by differential leveling
 NJ0031.and adjusted by the National Geodetic Survey in June 1991..
 NJ0031
 NJ0031.The geoid height was determined by GEOID03.
 NJ0031
 NJ0031.The dynamic height is computed by dividing the NAVD 88
 NJ0031.geopotential number by the normal gravity value computed on the
 NJ0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0031.degrees latitude (g = 980.6199 gals.).
 NJ0031
 NJ0031.The modeled gravity was interpolated from observed gravity values.
 NJ0031
 NJ0031;                    North         East    Units  Estimated Accuracy
 NJ0031;SPC WI S     -    63,570.      570,880.      MT  (+/- 180 meters Scaled)
 NJ0031
 NJ0031                          SUPERSEDED SURVEY CONTROL
 NJ0031
 NJ0031  NGVD 29 (??/??/92)  240.649  (m)          789.53   (f) ADJ UNCH    2 0
 NJ0031
 NJ0031.Superseded values are not recommended for survey control.
 NJ0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0031.See file dsdata.txt to determine how the superseded data were derived.
 NJ0031
 NJ0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH171166(NAD 83)
 NJ0031_MARKER: DB = BENCH MARK DISK
 NJ0031_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0031_SP_SET: ABUTMENT
 NJ0031_STAMPING: F 111 1934
 NJ0031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0031
 NJ0031  HISTORY     - Date     Condition        Report By
 NJ0031  HISTORY     - 1934     MONUMENTED       CGS
 NJ0031  HISTORY     - 19981118 MARK NOT FOUND   USPSQD
 NJ0031
 NJ0031                          STATION DESCRIPTION
 NJ0031
 NJ0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0031'1.8 MI E FROM BENTON.
 NJ0031'ABOUT 1.8 MILES EAST ALONG STATE HIGHWAY 11 FROM THE MUNICIPAL
 NJ0031'BUILDING AT BENTON, LAFAYETTE  COUNTY, AT A BRIDGE OVER FEVER
 NJ0031'RIVER, IN THE TOP OF THE NORTHWEST SIDE OF THE SOUTH CONCRETE
 NJ0031'ABUTMENT, ABOUT 10 FEET NORTHWEST OF THE CENTER LINE OF THE
 NJ0031'BRIDGE, AND ABOUT 6 INCHES HIGHER THAN THE ROADWAY.  A STANDARD
 NJ0031'DISK, STAMPED F 111 1934.
 NJ0031
 NJ0031                          STATION RECOVERY (1998)
 NJ0031
 NJ0031'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0757 ***********************************************************************
 NH0757  DESIGNATION -  F 112
 NH0757  PID         -  NH0757
 NH0757  STATE/COUNTY-  WI/GREEN
 NH0757  USGS QUAD   -  MONROE (1982)
 NH0757
 NH0757                         *CURRENT SURVEY CONTROL
 NH0757  ___________________________________________________________________
 NH0757* NAD 83(1986)-  42 35 31.     (N)    089 39 54.     (W)     SCALED    
 NH0757* NAVD 88     -       314.445  (meters)    1031.64   (feet)  ADJUSTED  
 NH0757  ___________________________________________________________________
 NH0757  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 NH0757  DYNAMIC HT  -         314.347 (meters)    1031.32  (feet)  COMP
 NH0757  MODELED GRAV-     980,300.6   (mgal)                       NAVD 88
 NH0757
 NH0757  VERT ORDER  -  SECOND    CLASS 0
 NH0757
 NH0757.The horizontal coordinates were scaled from a topographic map and have
 NH0757.an estimated accuracy of +/- 6 seconds.
 NH0757
 NH0757.The orthometric height was determined by differential leveling
 NH0757.and adjusted by the National Geodetic Survey in June 1991..
 NH0757
 NH0757.The geoid height was determined by GEOID03.
 NH0757
 NH0757.The dynamic height is computed by dividing the NAVD 88
 NH0757.geopotential number by the normal gravity value computed on the
 NH0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0757.degrees latitude (g = 980.6199 gals.).
 NH0757
 NH0757.The modeled gravity was interpolated from observed gravity values.
 NH0757
 NH0757;                    North         East    Units  Estimated Accuracy
 NH0757;SPC WI S     -    65,820.      627,500.      MT  (+/- 180 meters Scaled)
 NH0757
 NH0757                          SUPERSEDED SURVEY CONTROL
 NH0757
 NH0757  NGVD 29 (??/??/92)  314.529  (m)         1031.92   (f) ADJ UNCH    2 0
 NH0757
 NH0757.Superseded values are not recommended for survey control.
 NH0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0757.See file dsdata.txt to determine how the superseded data were derived.
 NH0757
 NH0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN813189(NAD 83)
 NH0757_MARKER: DB = BENCH MARK DISK
 NH0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0757_STAMPING: F-112 1934
 NH0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0757+STABILITY: SURFACE MOTION
 NH0757
 NH0757  HISTORY     - Date     Condition        Report By
 NH0757  HISTORY     - 1934     MONUMENTED       CGS
 NH0757  HISTORY     - 1961     MARK NOT FOUND   USGS
 NH0757  HISTORY     - 1979     MARK NOT FOUND   ALSTER
 NH0757  HISTORY     - 20010303 MARK NOT FOUND   NGS
 NH0757
 NH0757                          STATION DESCRIPTION
 NH0757
 NH0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NH0757'1.5 MI W FROM MONROE.
 NH0757'1.5 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC
 NH0757'RAILROAD 9 POLES WEST OF THE CROSSING OF THE ILLINOIS CENTRAL
 NH0757'RAILROAD AT PUBLIC CROSSING.  SET IN POST 45 FEET SOUTHWEST OF
 NH0757'PUBLIC CROSSING, 42 FEET SOUTH OF THE CENTER LINE OF THE TRACK,
 NH0757'28 FEET NORTH OF THE CENTER LINE OF A ROAD PARALLEL TO THE
 NH0757'RAILROAD, AT RAIL LEVEL.
 NH0757
 NH0757                          STATION RECOVERY (1961)
 NH0757
 NH0757'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 NH0757'MARK NOT FOUND.
 NH0757
 NH0757                          STATION RECOVERY (1979)
 NH0757
 NH0757'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1979
 NH0757'MARK NOT FOUND.
 NH0757
 NH0757                          STATION RECOVERY (2001)
 NH0757
 NH0757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0757'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0775 ***********************************************************************
 NH0775  DESIGNATION -  F 113
 NH0775  PID         -  NH0775
 NH0775  STATE/COUNTY-  WI/GREEN
 NH0775  USGS QUAD   -  MONTICELLO (1981)
 NH0775
 NH0775                         *CURRENT SURVEY CONTROL
 NH0775  ___________________________________________________________________
 NH0775* NAD 83(1986)-  42 41 23.     (N)    089 36 10.     (W)     SCALED    
 NH0775* NAVD 88     -       296.615  (meters)     973.14   (feet)  ADJUSTED  
 NH0775  ___________________________________________________________________
 NH0775  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 NH0775  DYNAMIC HT  -         296.526 (meters)     972.85  (feet)  COMP
 NH0775  MODELED GRAV-     980,313.5   (mgal)                       NAVD 88
 NH0775
 NH0775  VERT ORDER  -  SECOND    CLASS 0
 NH0775
 NH0775.The horizontal coordinates were scaled from a topographic map and have
 NH0775.an estimated accuracy of +/- 6 seconds.
 NH0775
 NH0775.The orthometric height was determined by differential leveling
 NH0775.and adjusted by the National Geodetic Survey in June 1991..
 NH0775
 NH0775.The geoid height was determined by GEOID03.
 NH0775
 NH0775.The dynamic height is computed by dividing the NAVD 88
 NH0775.geopotential number by the normal gravity value computed on the
 NH0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0775.degrees latitude (g = 980.6199 gals.).
 NH0775
 NH0775.The modeled gravity was interpolated from observed gravity values.
 NH0775
 NH0775;                    North         East    Units  Estimated Accuracy
 NH0775;SPC WI S     -    76,700.      632,550.      MT  (+/- 180 meters Scaled)
 NH0775
 NH0775                          SUPERSEDED SURVEY CONTROL
 NH0775
 NH0775  NGVD 29 (??/??/92)  296.693  (m)          973.40   (f) ADJ UNCH    2 0
 NH0775
 NH0775.Superseded values are not recommended for survey control.
 NH0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0775.See file dsdata.txt to determine how the superseded data were derived.
 NH0775
 NH0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN867296(NAD 83)
 NH0775_MARKER: DB = BENCH MARK DISK
 NH0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0775_STAMPING: F-113 1934
 NH0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0775+STABILITY: SURFACE MOTION
 NH0775
 NH0775  HISTORY     - Date     Condition        Report By
 NH0775  HISTORY     - 1934     MONUMENTED       CGS
 NH0775  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH0775
 NH0775                          STATION DESCRIPTION
 NH0775
 NH0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NH0775'AT SCHULTZ.
 NH0775'AT SCHULTZ ALONG THE ILLINOIS CENTRAL RAILROAD, 2 POLES NORTH OF
 NH0775'MILEPOST M-30.  SET IN POST 42 FEET WEST OF THE CENTER LINE OF
 NH0775'THE TRACK, 45 FEET SOUTH OF THE CENTER LINE OF THE CROSSING, 24
 NH0775'FEET WEST OF THE SOUTHWEST CORNER OF THE STATION, 3 FEET EAST
 NH0775'OF THE RIGHT-OF-WAY FENCE, 2 FEET BELOW RAIL LEVEL.
 NH0775
 NH0775                          STATION RECOVERY (2001)
 NH0775
 NH0775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0775'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0108 ***********************************************************************
 OM0108  DESIGNATION -  F 114
 OM0108  PID         -  OM0108
 OM0108  STATE/COUNTY-  WI/WAUKESHA
 OM0108  USGS QUAD   -  WAUKESHA (1994)
 OM0108
 OM0108                         *CURRENT SURVEY CONTROL
 OM0108  ___________________________________________________________________
 OM0108* NAD 83(1986)-  43 03 56.     (N)    088 09 41.     (W)     SCALED    
 OM0108* NAVD 88     -       251.683  (meters)     825.73   (feet)  ADJUSTED  
 OM0108  ___________________________________________________________________
 OM0108  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 OM0108  DYNAMIC HT  -         251.616 (meters)     825.51  (feet)  COMP
 OM0108  MODELED GRAV-     980,347.0   (mgal)                       NAVD 88
 OM0108
 OM0108  VERT ORDER  -  SECOND    CLASS 0
 OM0108
 OM0108.The horizontal coordinates were scaled from a topographic map and have
 OM0108.an estimated accuracy of +/- 6 seconds.
 OM0108
 OM0108.The orthometric height was determined by differential leveling
 OM0108.and adjusted by the National Geodetic Survey in June 1991..
 OM0108
 OM0108.The geoid height was determined by GEOID03.
 OM0108
 OM0108.The dynamic height is computed by dividing the NAVD 88
 OM0108.geopotential number by the normal gravity value computed on the
 OM0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0108.degrees latitude (g = 980.6199 gals.).
 OM0108
 OM0108.The modeled gravity was interpolated from observed gravity values.
 OM0108
 OM0108;                    North         East    Units  Estimated Accuracy
 OM0108;SPC WI S     -   120,020.      749,740.      MT  (+/- 180 meters Scaled)
 OM0108
 OM0108                          SUPERSEDED SURVEY CONTROL
 OM0108
 OM0108  NGVD 29 (??/??/92)  251.757  (m)          825.97   (f) ADJ UNCH    2 0
 OM0108
 OM0108.Superseded values are not recommended for survey control.
 OM0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0108.See file dsdata.txt to determine how the superseded data were derived.
 OM0108
 OM0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN054687(NAD 83)
 OM0108_MARKER: DB = BENCH MARK DISK
 OM0108_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OM0108_SP_SET: BRIDGE ABUTMENT
 OM0108_STAMPING: F 114 1934
 OM0108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0108
 OM0108  HISTORY     - Date     Condition        Report By
 OM0108  HISTORY     - 1934     MONUMENTED       CGS
 OM0108  HISTORY     - 20040901 MARK NOT FOUND   USPSQD
 OM0108
 OM0108                          STATION DESCRIPTION
 OM0108
 OM0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0108'0.9 MI SW FROM BROOKFIELD.
 OM0108'0.9 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND
 OM0108'PACIFIC RAILROAD 1 1/2 POLES SOUTHWEST OF MILEPOST 14.  SET
 OM0108'IN THE SOUTH END OF THE SOUTHWEST ABUTMENT OF BRIDGE B-48,
 OM0108'10 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK, 1.5 FEET
 OM0108'BELOW RAIL LEVEL.
 OM0108
 OM0108                          STATION RECOVERY (2004)
 OM0108
 OM0108'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCG)
 OM0108'BENCHMARK PRESUMED DESTROYED AS SOUTHWEST RAIL LINE AND BRIDGE AS
 OM0108'DESCRIBED COULD NOT BE FOUND, APPARENTLY DEMOLISHED YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0275 ***********************************************************************
 PN0275  DESIGNATION -  F 116
 PN0275  PID         -  PN0275
 PN0275  STATE/COUNTY-  WI/OUTAGAMIE
 PN0275  USGS QUAD   -  GREENVILLE (1992)
 PN0275
 PN0275                         *CURRENT SURVEY CONTROL
 PN0275  ___________________________________________________________________
 PN0275* NAD 83(1986)-  44 15 25.     (N)    088 30 33.     (W)     SCALED    
 PN0275* NAVD 88     -       263.955  (meters)     865.99   (feet)  ADJUSTED  
 PN0275  ___________________________________________________________________
 PN0275  GEOID HEIGHT-         -36.32  (meters)                     GEOID03
 PN0275  DYNAMIC HT  -         263.911 (meters)     865.85  (feet)  COMP
 PN0275  MODELED GRAV-     980,443.6   (mgal)                       NAVD 88
 PN0275
 PN0275  VERT ORDER  -  SECOND    CLASS 0
 PN0275
 PN0275.This mark is at Outagamie County Airport (ATW)
 PN0275
 PN0275.The horizontal coordinates were scaled from a topographic map and have
 PN0275.an estimated accuracy of +/- 6 seconds.
 PN0275
 PN0275.The orthometric height was determined by differential leveling
 PN0275.and adjusted by the National Geodetic Survey in June 1991..
 PN0275
 PN0275.The geoid height was determined by GEOID03.
 PN0275
 PN0275.The dynamic height is computed by dividing the NAVD 88
 PN0275.geopotential number by the normal gravity value computed on the
 PN0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0275.degrees latitude (g = 980.6199 gals.).
 PN0275
 PN0275.The modeled gravity was interpolated from observed gravity values.
 PN0275
 PN0275;                    North         East    Units  Estimated Accuracy
 PN0275;SPC WI C     -    48,160.      719,050.      MT  (+/- 180 meters Scaled)
 PN0275
 PN0275                          SUPERSEDED SURVEY CONTROL
 PN0275
 PN0275  NGVD 29 (??/??/92)  263.986  (m)          866.09   (f) ADJ UNCH    2 0
 PN0275
 PN0275.Superseded values are not recommended for survey control.
 PN0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0275.See file dsdata.txt to determine how the superseded data were derived.
 PN0275
 PN0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ795015(NAD 83)
 PN0275_MARKER: DD = SURVEY DISK
 PN0275_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 PN0275_SP_SET: SET VERTICALLY IN BUILDING WALL
 PN0275_STAMPING: F 116 1965
 PN0275_MARK LOGO: CGS   
 PN0275_PROJECTION: FLUSH
 PN0275_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN0275_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PN0275+STABILITY: POSITION/ELEVATION WELL
 PN0275_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0275+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2004
 PN0275
 PN0275  HISTORY     - Date     Condition        Report By
 PN0275  HISTORY     - 1965     MONUMENTED       CGS
 PN0275  HISTORY     - 1969     GOOD             NGS
 PN0275  HISTORY     - 1978     GOOD             NGS
 PN0275  HISTORY     - 19971003 GOOD             WIHD
 PN0275  HISTORY     - 20030625 GOOD             USPSQD
 PN0275  HISTORY     - 20040725 GOOD             USPSQD
 PN0275
 PN0275                          STATION DESCRIPTION
 PN0275
 PN0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 PN0275'4.5 MI NW FROM MENASHA.
 PN0275'THE STATION IS LOCATED AT THE NEW OUTAGAMIE COUNTY AIRPORT, IN
 PN0275'THE WEST FACE OF THE NORTHWEST CORNER OF THE HANGAR-OFFICE BUILDING
 PN0275'OCCUPIED BY MAXS FLYING SERVICE.  THE MARK IS SET VERTICALLY IN
 PN0275'A DRILL HOLE 2 FT. ABOVE THE SURFACE OF THE GROUND.
 PN0275
 PN0275                          STATION RECOVERY (1969)
 PN0275
 PN0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 PN0275'RECOVERED IN GOOD CONDITION.
 PN0275
 PN0275                          STATION RECOVERY (1978)
 PN0275
 PN0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PN0275'RECOVERED IN GOOD CONDITION.
 PN0275
 PN0275                          STATION RECOVERY (1997)
 PN0275
 PN0275'RECOVERY NOTE BY WI HIGHWAY DEPT 1997 (CSM)
 PN0275'RECOVERED AS DESCRIBED.  MAXS FLYING SERVICE IS NOW MAXAIR.
 PN0275
 PN0275                          STATION RECOVERY (2003)
 PN0275
 PN0275'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0275'THE STATION WAS RECOVERED IN GOOD CONDITION.  TO REACH THE STATION,
 PN0275'FROM THE JUNCTION OF COUNTY HIGHWAY CA (W. COLLEGE AVE.) AND COUNTY
 PN0275'HIGHWAY CB AT THE MAIN ENTRANCE OF THE AIRPORT, GO SOUTH ON CTH CB FOR
 PN0275'0.25 MILE TO COLUMBIA DRIVE.  ENTER THE AIRPORT GROUNDS ON COLUMBIA
 PN0275'DRIVE AND GO WEST TO THE FENCE AND MAXAIR OFFICE BUILDING.
 PN0275'NOTE-- THE STATION IS INSIDE A SECURITY FENCE.  PERMISSION AND ACCESS
 PN0275'CAN BE HAD BY GOING THROUGH THE OFFICE.
 PN0275
 PN0275                          STATION RECOVERY (2004)
 PN0275
 PN0275'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN0275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0025 ***********************************************************************
 NH0025  DESIGNATION -  F 118
 NH0025  PID         -  NH0025
 NH0025  STATE/COUNTY-  WI/WALWORTH
 NH0025  USGS QUAD   -  LAKE GENEVA (1976)
 NH0025
 NH0025                         *CURRENT SURVEY CONTROL
 NH0025  ___________________________________________________________________
 NH0025* NAD 83(1986)-  42 30 07.     (N)    088 27 42.     (W)     SCALED    
 NH0025* NAVD 88     -       295.215  (meters)     968.55   (feet)  ADJUSTED  
 NH0025  ___________________________________________________________________
 NH0025  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 NH0025  DYNAMIC HT  -         295.119 (meters)     968.24  (feet)  COMP
 NH0025  MODELED GRAV-     980,290.5   (mgal)                       NAVD 88
 NH0025
 NH0025  VERT ORDER  -  SECOND    CLASS I
 NH0025
 NH0025.The horizontal coordinates were scaled from a topographic map and have
 NH0025.an estimated accuracy of +/- 6 seconds.
 NH0025
 NH0025.The orthometric height was determined by differential leveling
 NH0025.and adjusted by the National Geodetic Survey in February 2004..
 NH0025
 NH0025.The geoid height was determined by GEOID03.
 NH0025
 NH0025.The dynamic height is computed by dividing the NAVD 88
 NH0025.geopotential number by the normal gravity value computed on the
 NH0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0025.degrees latitude (g = 980.6199 gals.).
 NH0025
 NH0025.The modeled gravity was interpolated from observed gravity values.
 NH0025
 NH0025;                    North         East    Units  Estimated Accuracy
 NH0025;SPC WI S     -    56,930.      726,450.      MT  (+/- 180 meters Scaled)
 NH0025
 NH0025                          SUPERSEDED SURVEY CONTROL
 NH0025
 NH0025  NAVD 88 (06/15/91)  295.219  (m)          968.56   (f) UNKNOWN     2 0
 NH0025  NGVD 29 (??/??/92)  295.282  (m)          968.77   (f) ADJ UNCH    2 0
 NH0025
 NH0025.Superseded values are not recommended for survey control.
 NH0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0025.See file dsdata.txt to determine how the superseded data were derived.
 NH0025
 NH0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN799065(NAD 83)
 NH0025_MARKER: DB = BENCH MARK DISK
 NH0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0025_STAMPING: F 118 1960
 NH0025_MARK LOGO: CGS   
 NH0025_PROJECTION: FLUSH
 NH0025_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NH0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0025+STABILITY: SURFACE MOTION
 NH0025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH0025+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2001
 NH0025
 NH0025  HISTORY     - Date     Condition        Report By
 NH0025  HISTORY     - 1960     MONUMENTED       CGS
 NH0025  HISTORY     - 20010416 GOOD             WIDT
 NH0025
 NH0025                          STATION DESCRIPTION
 NH0025
 NH0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0025'1.6 MI SE FROM ZENDA.
 NH0025'ABOUT 0.6 MILE SOUTH ALONG ZENDA ROAD FROM THE CROSSING OF THE
 NH0025'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD AT ZENDA,
 NH0025'THENCE ABOUT 1.0 MILE EAST ALONG MOHAWK ROAD, AT THE T JUNCTION
 NH0025'OF HILLSIDE ROAD, 3 FEET SOUTH OF THE EXTENDED CENTER LINE OF
 NH0025'MOHAWK ROAD, 25 FEET EAST OF THE CENTER LINE OF HILLSIDE ROAD,
 NH0025'21 FEET NORTHEAST OF THE FIRST POWER LINE POLE SOUTH OF THE
 NH0025'JUNCTION (POLE NO. 1-17-35 0/26), 1 1/2 FEET WEST OF A RIGHT-OF-WAY
 NH0025'FENCE LINE, 2 FEET NORTH OF A STEEL WITNESS POST, ABOUT 2 FEET
 NH0025'BELOW THE LEVEL OF THE JUNCTION, AND SET IN TOP OF A CONCRETE
 NH0025'POST PROJECTING 4 INCHES.  ALSO ABOUT 0.3 MILE SOUTH ALONG
 NH0025'HILLSIDE ROAD FROM THE CROSSING OF THE CHICAGO, MILWAUKEE, ST.
 NH0025'PAUL AND PACIFIC RAILROAD.
 NH0025
 NH0025                          STATION RECOVERY (2001)
 NH0025
 NH0025'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 NH0025'THE STATION IS LOCATED ABOUT 11 KM SOUTHEAST OF WALWORTH, 10 KM SOUTH
 NH0025'OF LAKE GENEVA, AND 10 KM SOUTHWEST OF PELL LAKE.  OWNERSHIP--TOWN OF
 NH0025'LINN.  TO REACH THE STATION FROM THE JUNCTION STATE HIGHWAY 50 (MAIN
 NH0025'STREET) WITH STATE HIGHWAY 120 (BROAD STREET) IN THE CITY OF LAKE
 NH0025'GENEVA, GO SOUTH ON STATE HIGHWAY 120 (BROAD STREET) FOR 8.9 KM TO
 NH0025'COUNTY HIGHWAY B, TURN RIGHT AND GO WEST ON COUNTY HIGHWAY B FOR 1.6
 NH0025'KM TO HILLSIDE ROAD, TURN LEFT AND GO SOUTH ON HILLSIDE ROAD FOR 1.6
 NH0025'KM TO MOHAWK ROAD ON THE RIGHT AND THE STATION ON THE LEFT.  THE
 NH0025'STATION IS A BRONZE US COAST AND GEODETIC SURVEY BENCHMARK DISK SET
 NH0025'IN THE TOP OF A 28-CM DIAMETER CONCRETE POST ABOUT 0.5 M BELOW THE
 NH0025'ROAD PAVEMENT.    THE STATION IS 8.1 M EAST OF THE CENTERLINE OF
 NH0025'HILLSIDE ROAD, 32 M NORTH OF THE EXTENDED CENTELINE OF PRIVATE
 NH0025'ENTRANCE --N295--, 6.6 M NORTHEAST OF POWER POLE --1-17-35 0/26--,
 NH0025'AND 0.7 M SOUTHEAST OF THE SOUTHERN MOST WOOD POST FOR A --ARROW
 NH0025'SYMBOL-- SIGN.    ---NOTE---THE STATION IS 0.6 M NORTH OF AN ORANGE
 NH0025'FIBERGLASS WITNESS POST. --NOTE2--THIS STATION HAS NO VISIBLE
 NH0025'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON
 NH0025'EXCEPT FOR THE REFERENCED POWER POLE EXTENDING TO 50 DEGREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0206 ***********************************************************************
 QN0206  DESIGNATION -  F 12
 QN0206  PID         -  QN0206
 QN0206  STATE/COUNTY-  WI/RUSK
 QN0206  USGS QUAD   -  BRUCE (1972)
 QN0206
 QN0206                         *CURRENT SURVEY CONTROL
 QN0206  ___________________________________________________________________
 QN0206* NAD 83(1986)-  45 27 01.     (N)    091 18 32.     (W)     SCALED    
 QN0206* NAVD 88     -       335.928  (meters)    1102.12   (feet)  ADJUSTED  
 QN0206  ___________________________________________________________________
 QN0206  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 QN0206  DYNAMIC HT  -         335.910 (meters)    1102.06  (feet)  COMP
 QN0206  MODELED GRAV-     980,552.6   (mgal)                       NAVD 88
 QN0206
 QN0206  VERT ORDER  -  FIRST     CLASS II
 QN0206
 QN0206.The horizontal coordinates were scaled from a topographic map and have
 QN0206.an estimated accuracy of +/- 6 seconds.
 QN0206
 QN0206.The orthometric height was determined by differential leveling
 QN0206.and adjusted by the National Geodetic Survey in June 1991..
 QN0206.WARNING-Repeat measurements at this control monument indicate possible
 QN0206.vertical movement.
 QN0206
 QN0206.The geoid height was determined by GEOID03.
 QN0206
 QN0206.The dynamic height is computed by dividing the NAVD 88
 QN0206.geopotential number by the normal gravity value computed on the
 QN0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0206.degrees latitude (g = 980.6199 gals.).
 QN0206
 QN0206.The modeled gravity was interpolated from observed gravity values.
 QN0206
 QN0206;                    North         East    Units  Estimated Accuracy
 QN0206;SPC WI C     -   180,510.      497,620.      MT  (+/- 180 meters Scaled)
 QN0206
 QN0206                          SUPERSEDED SURVEY CONTROL
 QN0206
 QN0206  NGVD 29 (??/??/92)  335.911  (m)         1102.07   (f) ADJ UNCH    1 2
 QN0206
 QN0206.Superseded values are not recommended for survey control.
 QN0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0206.See file dsdata.txt to determine how the superseded data were derived.
 QN0206
 QN0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL322343(NAD 83)
 QN0206_MARKER: DB = BENCH MARK DISK
 QN0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0206_STAMPING: F-12 1933
 QN0206_PROJECTION: PROJECTING 5 CENTIMETERS
 QN0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0206+STABILITY: SURFACE MOTION
 QN0206
 QN0206  HISTORY     - Date     Condition        Report By
 QN0206  HISTORY     - 1933     MONUMENTED       CGS
 QN0206  HISTORY     - 1934     GOOD             NGS
 QN0206  HISTORY     - 1980     GOOD             NGS
 QN0206  HISTORY     - 20020520 GOOD             WIDT
 QN0206  HISTORY     - 20040921 MARK NOT FOUND   WIDT
 QN0206
 QN0206                          STATION DESCRIPTION
 QN0206
 QN0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QN0206'1.5 MI W FROM BRUCE.
 QN0206'1.5 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QN0206'MARIE RAILROAD FROM BRUCE, RUSK COUNTY, AT APOLLONIA, 500 FEET
 QN0206'WEST OF A CHURCH, 64 FEET SOUTHWEST OF THE CENTER OF A ROAD
 QN0206'CROSSING, 54 FEET WEST OF THE CENTER LINE OF THE ROAD, 52 FEET
 QN0206'NORTH OF THE CENTER LINE OF U.S. HIGHWAY 8, 28 FEET SOUTH OF
 QN0206'THE SOUTH RAIL, IN LINE WITH A ROW OF POLES, AND ABOUT LEVEL
 QN0206'WITH THE RAIL.  A STANDARD DISK STAMPED 1102.068 F 12 1933 AND
 QN0206'SET IN THE TOP OF A CONCRETE POST.
 QN0206
 QN0206                          STATION RECOVERY (1934)
 QN0206
 QN0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QN0206'RECOVERED IN GOOD CONDITION.
 QN0206
 QN0206                          STATION RECOVERY (1980)
 QN0206
 QN0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 QN0206'2.5 KM (1.55 MI) WEST ALONG U.S. HIGHWAY 8 FROM THE JUNCTION OF STATE
 QN0206'HIGHWAY 40 IN BRUCE, AT THE JUNCTION OF A GRAVEL ROAD LEADING NORTH
 QN0206'ACROSS THE SOO LINE RAILROAD, 19.4 M (64.0 FT) SOUTHWEST OF THE CENTER
 QN0206'OF THE RAILROAD CROSSING, 16.4 M (54.0 FT) WEST OF THE CENTERLINE OF
 QN0206'THE ROAD, 20.6 M (68.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 QN0206'8.5 M (28.0 FT) SOUTH OF THE SOUTH RAIL, 0.9 M (3.0 FT)
 QN0206'NORTH-NORTHWEST OF A GUYED POWERLINE POLE.
 QN0206'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 QN0206'THE MARK IS 0.3 M BELOW THE TRACKS.
 QN0206
 QN0206                          STATION RECOVERY (2002)
 QN0206
 QN0206'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (GRS)
 QN0206'ENGINEERING FIRM REPORTED TO WIDT THAT BENCH MARK IS IN GOOD
 QN0206'CONDITION.
 QN0206
 QN0206                          STATION RECOVERY (2004)
 QN0206
 QN0206'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0461 ***********************************************************************
 NJ0461  DESIGNATION -  F 121
 NJ0461  PID         -  NJ0461
 NJ0461  STATE/COUNTY-  WI/GRANT
 NJ0461  USGS QUAD   -  GUTTENBERG (1978)
 NJ0461
 NJ0461                         *CURRENT SURVEY CONTROL
 NJ0461  ___________________________________________________________________
 NJ0461* NAD 83(1986)-  42 51 30.     (N)    091 04 20.     (W)     SCALED    
 NJ0461* NAVD 88     -       192.927  (meters)     632.96   (feet)  ADJUSTED  
 NJ0461  ___________________________________________________________________
 NJ0461  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 NJ0461  DYNAMIC HT  -         192.875 (meters)     632.79  (feet)  COMP
 NJ0461  MODELED GRAV-     980,348.9   (mgal)                       NAVD 88
 NJ0461
 NJ0461  VERT ORDER  -  FIRST     CLASS I
 NJ0461
 NJ0461.The horizontal coordinates were scaled from a topographic map and have
 NJ0461.an estimated accuracy of +/- 6 seconds.
 NJ0461
 NJ0461.The orthometric height was determined by differential leveling
 NJ0461.and adjusted by the National Geodetic Survey in June 1991..
 NJ0461
 NJ0461.The geoid height was determined by GEOID03.
 NJ0461
 NJ0461.The dynamic height is computed by dividing the NAVD 88
 NJ0461.geopotential number by the normal gravity value computed on the
 NJ0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0461.degrees latitude (g = 980.6199 gals.).
 NJ0461
 NJ0461.The modeled gravity was interpolated from observed gravity values.
 NJ0461
 NJ0461;                    North         East    Units  Estimated Accuracy
 NJ0461;SPC WI S     -    95,920.      512,370.      MT  (+/- 180 meters Scaled)
 NJ0461
 NJ0461                          SUPERSEDED SURVEY CONTROL
 NJ0461
 NJ0461  NGVD 29 (??/??/92)  192.973  (m)          633.11   (f) ADJ UNCH    1 1
 NJ0461
 NJ0461.Superseded values are not recommended for survey control.
 NJ0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0461.See file dsdata.txt to determine how the superseded data were derived.
 NJ0461
 NJ0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH574468(NAD 83)
 NJ0461_MARKER: DB = BENCH MARK DISK
 NJ0461_SETTING: 66 = SET IN ROCK OUTCROP
 NJ0461_SP_SET: ROCK WALL
 NJ0461_STAMPING: F 121 1970
 NJ0461_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NJ0461+STABILITY: POSITION/ELEVATION WELL
 NJ0461
 NJ0461  HISTORY     - Date     Condition        Report By
 NJ0461  HISTORY     - 1970     MONUMENTED       NGS
 NJ0461  HISTORY     - 19980930 GOOD             USPSQD
 NJ0461
 NJ0461                          STATION DESCRIPTION
 NJ0461
 NJ0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0461'2.2 MI N FROM GLEN HAVEN.
 NJ0461'ABOUT 0.2 MILE WEST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 NJ0461'GLEN HAVEN, THENCE 2.0 MILES NORTH ALONG THE BURLINGTON
 NJ0461'NORTHERN RAILROAD, 71 FEET SOUTH OF THE 7TH POLE SOUTH OF
 NJ0461'MILEPOST 225, 27 1/2 FEET EAST OF THE EAST RAIL OF THE EAST
 NJ0461'TRACK, SET VERTICALLY IN THE WEST FACE OF A 150-FOOT ROCK WALL,
 NJ0461'17 3/4 RAILS NORTH OF SIGNAL LIGHT NUMBER N224.7, 39 FEET
 NJ0461'SOUTH OF THE NORTH END OF THE ROCK WALL, ABOUT 1 FOOT ABOVE THE
 NJ0461'GROUND, 3.5 FEET SOUTH OF A METAL WITNESS SHIELD WHICH IS ON THE
 NJ0461'WEST FACE OF THE ROCK WALL, AND ABOUT 8 1/2 FEET ABOVE THE
 NJ0461'LEVEL OF THE TRACK.  SECTION 34, T 4N, R 6W.
 NJ0461
 NJ0461                          STATION RECOVERY (1998)
 NJ0461
 NJ0461'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0357 ***********************************************************************
 ON0357  DESIGNATION -  F 122
 ON0357  PID         -  ON0357
 ON0357  STATE/COUNTY-  WI/CRAWFORD
 ON0357  USGS QUAD   -  PRAIRIE DU CHIEN (1983)
 ON0357
 ON0357                         *CURRENT SURVEY CONTROL
 ON0357  ___________________________________________________________________
 ON0357* NAD 83(1986)-  43 07 23.     (N)    091 08 29.     (W)     SCALED    
 ON0357* NAVD 88     -       196.431  (meters)     644.46   (feet)  ADJUSTED  
 ON0357  ___________________________________________________________________
 ON0357  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 ON0357  DYNAMIC HT  -         196.383 (meters)     644.30  (feet)  COMP
 ON0357  MODELED GRAV-     980,368.8   (mgal)                       NAVD 88
 ON0357
 ON0357  VERT ORDER  -  FIRST     CLASS I
 ON0357
 ON0357.The horizontal coordinates were scaled from a topographic map and have
 ON0357.an estimated accuracy of +/- 6 seconds.
 ON0357
 ON0357.The orthometric height was determined by differential leveling
 ON0357.and adjusted by the National Geodetic Survey in June 1991..
 ON0357
 ON0357.The geoid height was determined by GEOID03.
 ON0357
 ON0357.The dynamic height is computed by dividing the NAVD 88
 ON0357.geopotential number by the normal gravity value computed on the
 ON0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0357.degrees latitude (g = 980.6199 gals.).
 ON0357
 ON0357.The modeled gravity was interpolated from observed gravity values.
 ON0357
 ON0357;                    North         East    Units  Estimated Accuracy
 ON0357;SPC WI S     -   125,400.      507,120.      MT  (+/- 180 meters Scaled)
 ON0357
 ON0357                          SUPERSEDED SURVEY CONTROL
 ON0357
 ON0357  NGVD 29 (??/??/92)  196.479  (m)          644.61   (f) ADJ UNCH    1 1
 ON0357
 ON0357.Superseded values are not recommended for survey control.
 ON0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0357.See file dsdata.txt to determine how the superseded data were derived.
 ON0357
 ON0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH511761(NAD 83)
 ON0357_MARKER: DB = BENCH MARK DISK
 ON0357_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ON0357_SP_SET: CULVERT
 ON0357_STAMPING: F 122 1970
 ON0357_MARK LOGO: CGS   
 ON0357_MAGNETIC: N = NO MAGNETIC MATERIAL
 ON0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0357+STABILITY: SURFACE MOTION
 ON0357_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0357+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2001
 ON0357
 ON0357  HISTORY     - Date     Condition        Report By
 ON0357  HISTORY     - 1970     MONUMENTED       NGS
 ON0357  HISTORY     - 20010411 GOOD             WIDT
 ON0357
 ON0357                          STATION DESCRIPTION
 ON0357
 ON0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0357'4.8 MI N FROM PRAIRIE DU CHIEN.
 ON0357'ABOUT 4.85 MILES NORTH ALONG THE BURLINGTON NORTHERN RAILROAD
 ON0357'FROM THE STATION AT PRAIRIE DU CHIEN, 146 FEET SOUTHEAST OF
 ON0357'THE CENTER OF A CROSSING OF THE EAST TRACK AND A PRIVATE ROAD,
 ON0357'121 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, 25 FEET WEST
 ON0357'OF THE CENTER LINE OF STATE HIGHWAY 35, SET IN THE TOP OF THE
 ON0357'SOUTH END OF THE WEST CONCRETE HEADWALL OF A 6- X 10-FOOT
 ON0357'CONCRETE BOX CULVERT UNDER THE HIGHWAY, 187 FEET SOUTH OF THE
 ON0357'EXTENDED CENTER LINE OF COUNTY ROAD N WHICH LEADS EAST, ABOUT
 ON0357'10 FEET ABOVE THE LEVEL OF THE TRACK, AND ABOUT 3 FEET BELOW
 ON0357'THE LEVEL OF THE HIGHWAY.  SECTION 36, T 8N, R 6W.
 ON0357
 ON0357                          STATION RECOVERY (2001)
 ON0357
 ON0357'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 ON0357'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 ON0357'STATION FROM THE JUNTION OF STATE HIGHWAY 35 WITH COUNTY HIGHWAY NORTH
 ON0357'ABOUT 5 MI (8.05 KM) NORTH OF THE CITY 0F PRAIRIE DU CHIEN GO SOUTH ON
 ON0357'STATE HIGHWAY 35 FOR 161 M (528.2 FT) TO THE STATION ON THE RIGHT.
 ON0357'THE STATION IS A BRONZE US COAST AND GEODETIC SURVEY BENCHMARK DISK
 ON0357'SET IN THE TOP OF A CONCRETE CULVERT ABOUT 1 M (3.3 FT) BELOW THE
 ON0357'HIGHWAY PAVEMENT.  THE STATION IS 7.2 M (23.6 FT) WEST OF THE
 ON0357'CENTERLINE OF STATE HIGHWAY 35, 161 M (528.2 FT) SOUTH OF THE
 ON0357'CENTERLINE OF COUNTY HIGHWAY N, 19 M (62.3 FT) SOUTH OF THE CENTERLINE
 ON0357'OF LAKE SHORE DRIVE , 16.2 M (53.1 FT) SOUTH-SOUTHEAST OF A WOOD POST
 ON0357'ON THE NORTH END OF A GAURD RAIL, 1.4 M (4.6 FT) WEST OF THE METAL
 ON0357'GUARDRAIL.---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATION
 ON0357'DUE TO BEING SET TO CLOSE TO THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0415 ***********************************************************************
 ON0415  DESIGNATION -  F 123
 ON0415  PID         -  ON0415
 ON0415  STATE/COUNTY-  WI/CRAWFORD
 ON0415  USGS QUAD   -  DE SOTO (1983)
 ON0415
 ON0415                         *CURRENT SURVEY CONTROL
 ON0415  ___________________________________________________________________
 ON0415* NAD 83(1986)-  43 23 19.     (N)    091 10 31.     (W)     SCALED    
 ON0415* NAVD 88     -       193.542  (meters)     634.98   (feet)  ADJUSTED  
 ON0415  ___________________________________________________________________
 ON0415  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 ON0415  DYNAMIC HT  -         193.503 (meters)     634.85  (feet)  COMP
 ON0415  MODELED GRAV-     980,414.2   (mgal)                       NAVD 88
 ON0415
 ON0415  VERT ORDER  -  FIRST     CLASS I
 ON0415
 ON0415.The horizontal coordinates were scaled from a topographic map and have
 ON0415.an estimated accuracy of +/- 6 seconds.
 ON0415
 ON0415.The orthometric height was determined by differential leveling
 ON0415.and adjusted by the National Geodetic Survey in June 1991..
 ON0415
 ON0415.The geoid height was determined by GEOID03.
 ON0415
 ON0415.The dynamic height is computed by dividing the NAVD 88
 ON0415.geopotential number by the normal gravity value computed on the
 ON0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0415.degrees latitude (g = 980.6199 gals.).
 ON0415
 ON0415.The modeled gravity was interpolated from observed gravity values.
 ON0415
 ON0415;                    North         East    Units  Estimated Accuracy
 ON0415;SPC WI S     -   154,930.      504,780.      MT  (+/- 180 meters Scaled)
 ON0415
 ON0415                          SUPERSEDED SURVEY CONTROL
 ON0415
 ON0415  NGVD 29 (??/??/92)  193.588  (m)          635.13   (f) ADJ UNCH    1 1
 ON0415
 ON0415.Superseded values are not recommended for survey control.
 ON0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0415.See file dsdata.txt to determine how the superseded data were derived.
 ON0415
 ON0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ477055(NAD 83)
 ON0415_MARKER: DB = BENCH MARK DISK
 ON0415_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ON0415_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ON0415_STAMPING: F 123 1970
 ON0415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0415
 ON0415  HISTORY     - Date     Condition        Report By
 ON0415  HISTORY     - 1970     MONUMENTED       NGS
 ON0415
 ON0415                          STATION DESCRIPTION
 ON0415
 ON0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0415'2.9 MI SE FROM DE SOTO.
 ON0415'ABOUT 2.9 MILES SOUTHEAST ALONG THE BURLINGTON NORTHERN RAILROAD
 ON0415'FROM THE STATION AT DE SOTO, 0.35 MILE SOUTHEAST OF STATE
 ON0415'HIGHWAY 82 BRIDGE OVER THE RAILROAD AND A CHANNEL OF THE
 ON0415'MISSISSIPPI RIVER, 4 1/2 RAILS NORTHWEST OF MILEPOST 267, 31.5
 ON0415'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST TRACK,
 ON0415'126 FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 35, 40
 ON0415'FEET SOUTHEAST OF A SMALL FOOTBRIDGE OVER A DITCH, 2.5 FEET
 ON0415'NORTHWEST OF A TELEPHONE POLE, 1.0 FOOT SOUTHEAST OF A METAL
 ON0415'WITNESS POST, ABOUT 18 FEET BELOW THE LEVEL OF THE HIGHWAY,
 ON0415'ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND BRAZED ON THE
 ON0415'TOP OF A 3-INCH IRON PIPE PROJECTING 2 INCHES.  THIS MARK IS ALSO
 ON0415'4.95 MILES NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD
 ON0415'FROM THE STATION AT FERRYVILLE, CRAWFORD CO.  SECTION 35, T 11 N,
 ON0415'R 7 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON1334 ***********************************************************************
 ON1334  DESIGNATION -  F 124 RESET
 ON1334  PID         -  ON1334
 ON1334  STATE/COUNTY-  WI/LA CROSSE
 ON1334  USGS QUAD   -  STODDARD (1983)
 ON1334
 ON1334                         *CURRENT SURVEY CONTROL
 ON1334  ___________________________________________________________________
 ON1334* NAD 83(1986)-  43 44 22.     (N)    091 12 01.     (W)     SCALED    
 ON1334* NAVD 88     -       198.51   (meters)     651.3    (feet)  RESET     
 ON1334  ___________________________________________________________________
 ON1334  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 ON1334
 ON1334  VERT ORDER  -  THIRD
 ON1334
 ON1334.The horizontal coordinates were scaled from a topographic map and have
 ON1334.an estimated accuracy of +/- 6 seconds.
 ON1334
 ON1334.The orthometric height was computed from unverified reset data.
 ON1334.No vertical observational check was made to the station.
 ON1334
 ON1334.The geoid height was determined by GEOID03.
 ON1334
 ON1334;                    North         East    Units  Estimated Accuracy
 ON1334;SPC WI S     -   193,930.      503,320.      MT  (+/- 180 meters Scaled)
 ON1334
 ON1334                          SUPERSEDED SURVEY CONTROL
 ON1334
 ON1334  NGVD 29 (09/01/04)  198.53   (m)          651.3    (f) RESET       3  
 ON1334
 ON1334.Superseded values are not recommended for survey control.
 ON1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1334.See file dsdata.txt to determine how the superseded data were derived.
 ON1334
 ON1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ449445(NAD 83)
 ON1334_MARKER: DV = VERTICAL CONTROL DISK
 ON1334_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 ON1334_SP_SET: BRIDGE PARAPET
 ON1334_STAMPING: F 124 RESET 1991
 ON1334_MARK LOGO: NGS   
 ON1334_MAGNETIC: N = NO MAGNETIC MATERIAL
 ON1334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON1334+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2003
 ON1334
 ON1334  HISTORY     - Date     Condition        Report By
 ON1334  HISTORY     - 1991     MONUMENTED       WIDT
 ON1334  HISTORY     - 20030520 GOOD             USPSQD
 ON1334
 ON1334                          STATION DESCRIPTION
 ON1334
 ON1334'DESCRIBED BY WI DEPT OF TRANSP 1991
 ON1334'IN SEC 34, T15N, R7W, ABOUT 2.35 MILES (3.78 KM) SOUTHEAST ALONG US
 ON1334'HIGHWAY 14-61 AND STATE HIGHWAY 35 FROM THE STATE OFFICE BUILDING IN
 ON1334'LACROSSE, THENCE 0.9 MILES (1.4 KM) SOUTH ALONG STATE HIGHWAY 35, ON
 ON1334'TOP OF THE SOUTHEAST PARAPET BRIDGE NO B-32-0163 OVER MORMON
 ON1334'CREEK.
 ON1334
 ON1334                          STATION RECOVERY (2003)
 ON1334
 ON1334'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 ON1334'RECOVERED IN GOOD CONDITION.  ADD-- IT IS 1 FOOT NORTH OF THE JUNCTION
 ON1334'OF A METAL GUARDRAIL AND DIRECTLY ABOVE THE WI-DOT CONSTRUCTION METAL
 ON1334'SIGN EMBEDDED IN THE ROAD-SIDE OF THE PARAPET.  THERE ARE NO
 ON1334'OBSTRUCTIONS HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0410 ***********************************************************************
 PO0410  DESIGNATION -  F 125
 PO0410  PID         -  PO0410
 PO0410  STATE/COUNTY-  WI/BUFFALO
 PO0410  USGS QUAD   -  COCHRANE (1972)
 PO0410
 PO0410                         *CURRENT SURVEY CONTROL
 PO0410  ___________________________________________________________________
 PO0410* NAD 83(1991)-  44 09 39.58349(N)    091 45 37.39356(W)     ADJUSTED  
 PO0410* NAVD 88     -       213.630  (meters)     700.88   (feet)  ADJUSTED  
 PO0410  ___________________________________________________________________
 PO0410  X           -    -140,793.476 (meters)                     COMP
 PO0410  Y           -  -4,581,000.053 (meters)                     COMP
 PO0410  Z           -   4,421,069.932 (meters)                     COMP
 PO0410  LAPLACE CORR-          -3.78  (seconds)                    DEFLEC99
 PO0410  ELLIP HEIGHT-         183.24  (meters)          (05/17/02) GPS OBS
 PO0410  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 PO0410  DYNAMIC HT  -         213.603 (meters)     700.80  (feet)  COMP
 PO0410  MODELED GRAV-     980,485.9   (mgal)                       NAVD 88
 PO0410
 PO0410  HORZ ORDER  -  FIRST
 PO0410  VERT ORDER  -  FIRST     CLASS I
 PO0410  ELLP ORDER  -  FOURTH    CLASS I
 PO0410
 PO0410.The horizontal coordinates were established by GPS observations
 PO0410.and adjusted by the National Geodetic Survey in May 2002..
 PO0410
 PO0410.The orthometric height was determined by differential leveling
 PO0410.and adjusted by the National Geodetic Survey in June 1991..
 PO0410
 PO0410.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PO0410
 PO0410.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0410
 PO0410.The ellipsoidal height was determined by GPS observations
 PO0410.and is referenced to NAD 83.
 PO0410
 PO0410.The geoid height was determined by GEOID03.
 PO0410
 PO0410.The dynamic height is computed by dividing the NAVD 88
 PO0410.geopotential number by the normal gravity value computed on the
 PO0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0410.degrees latitude (g = 980.6199 gals.).
 PO0410
 PO0410.The modeled gravity was interpolated from observed gravity values.
 PO0410
 PO0410;                    North         East     Units Scale Factor Converg.
 PO0410;SPC WI C     -    37,935.650   459,196.902   MT  1.00001802   -1 14 31.5
 PO0410;SPC WI C     -   124,460.55  1,506,548.50   sFT  1.00001802   -1 14 31.5
 PO0410;UTM  15      - 4,890,501.538   599,115.965   MT  0.99972082   +0 51 49.2
 PO0410
 PO0410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0410!SPC WI C     -   0.99997127  x   1.00001802  =   0.99998929
 PO0410!UTM  15      -   0.99997127  x   0.99972082  =   0.99969210
 PO0410
 PO0410                          SUPERSEDED SURVEY CONTROL
 PO0410
 PO0410  NAVD 88 (05/17/02)  213.63   (m)          700.9    (f) LEVELING    3  
 PO0410  NGVD 29 (??/??/92)  213.650  (m)          700.95   (f) ADJ UNCH    1 1
 PO0410
 PO0410.Superseded values are not recommended for survey control.
 PO0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0410.See file dsdata.txt to determine how the superseded data were derived.
 PO0410
 PO0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9911690502(NAD 83)
 PO0410_MARKER: DB = BENCH MARK DISK
 PO0410_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PO0410_SP_SET: OVERPASS
 PO0410_STAMPING: F 125 1970
 PO0410_MARK LOGO: NGS   
 PO0410_MAGNETIC: N = NO MAGNETIC MATERIAL
 PO0410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PO0410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PO0410+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2001
 PO0410
 PO0410  HISTORY     - Date     Condition        Report By
 PO0410  HISTORY     - 1970     MONUMENTED       NGS
 PO0410  HISTORY     - 20011101 GOOD             NGS
 PO0410
 PO0410                          STATION DESCRIPTION
 PO0410
 PO0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PO0410'3.1 MI NW FROM FOUNTAIN CITY.
 PO0410'ABOUT 3.0 MILES NORTHWEST ALONG STATE HIGHWAY 35 FROM THE POST
 PO0410'OFFICE AT FOUNTAIN CITY, THENCE 0.1 MILE SOUTHWEST ALONG THE
 PO0410'MERRICK STATE PARK ROAD, 14 FEET SOUTHEAST OF THE CENTER LINE OF
 PO0410'THE ROAD, SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 PO0410'CONCRETE ABUTMENT OF A ROAD OVERPASS FOR THE BURLINGTON NORTHERN
 PO0410'RAILROAD, 0.6 FOOT NORTHEAST OF AN EXPANSION JOINT, AND ABOUT 1
 PO0410'FOOT ABOVE THE LEVEL OF THE ROAD.  SECTION 36, T 19N, R 11W
 PO0410
 PO0410                          STATION RECOVERY (2001)
 PO0410
 PO0410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 PO0410'THE STATION IS LOCATED ABOUT 8 MI NORTHWEST OF WINONA, MN, 3 MI
 PO0410'NORTHWEST OF FOUNTAIN
 PO0410'CITY, WI, ON AN OVERPASS FOR THE ENTRANCE ROAD LEADING INTO MERRICK
 PO0410'STATE PARK,
 PO0410'AND NEAR THE NORTHEAST CORNER OF THE OVERPASS.  OWNERSHIP--WISCONSON
 PO0410'DEPARTMENT OF
 PO0410'TRANSPORTATION.
 PO0410' 
 PO0410'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 35 AND 95 IN FOUNTAIN
 PO0410'CITY, GO NORTHWEST
 PO0410'ON HIGHWAY 95 FOR 3.0 MI TO THE ENTRANCE ROAD TO THE MERRICK STATE
 PO0410'PARK.  TURN LEFT,
 PO0410'SOUTHWEST, ON THE ROAD FOR 0.1 MI TO THE STATION ON THE LEFT.
 PO0410' 
 PO0410'THE STATION IS SET IN THE SOUTHEAST END OF THE NORTHEAST CONCRETE
 PO0410'ABUTMENT OF THE
 PO0410'OVERPASS AND IS ABOUT 1 FT ABOVE THE LEVEL OF THE ROAD.  IT IS 14.0 FT
 PO0410'SOUTHEAST OF THE
 PO0410'ROAD CENTER AND 0.6 FT NORTHEAST OF AN EXPANSION JOINT.
 PO0410'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP0444 ***********************************************************************
 PP0444  DESIGNATION -  F 126
 PP0444  PID         -  PP0444
 PP0444  STATE/COUNTY-  WI/PIERCE
 PP0444  USGS QUAD   -  DIAMOND BLUFF EAST (1974)
 PP0444
 PP0444                         *CURRENT SURVEY CONTROL
 PP0444  ___________________________________________________________________
 PP0444* NAD 83(1986)-  44 37 42.     (N)    092 35 04.     (W)     SCALED    
 PP0444* NAVD 88     -       227.490  (meters)     746.36   (feet)  ADJUSTED  
 PP0444  ___________________________________________________________________
 PP0444  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 PP0444  DYNAMIC HT  -         227.457 (meters)     746.25  (feet)  COMP
 PP0444  MODELED GRAV-     980,468.2   (mgal)                       NAVD 88
 PP0444
 PP0444  VERT ORDER  -  FIRST     CLASS I
 PP0444
 PP0444.The horizontal coordinates were scaled from a topographic map and have
 PP0444.an estimated accuracy of +/- 6 seconds.
 PP0444
 PP0444.The orthometric height was determined by differential leveling
 PP0444.and adjusted by the National Geodetic Survey in June 1991..
 PP0444
 PP0444.The geoid height was determined by GEOID03.
 PP0444
 PP0444.The dynamic height is computed by dividing the NAVD 88
 PP0444.geopotential number by the normal gravity value computed on the
 PP0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0444.degrees latitude (g = 980.6199 gals.).
 PP0444
 PP0444.The modeled gravity was interpolated from observed gravity values.
 PP0444
 PP0444;                    North         East    Units  Estimated Accuracy
 PP0444;SPC WI C     -    91,600.      394,960.      MT  (+/- 180 meters Scaled)
 PP0444
 PP0444                          SUPERSEDED SURVEY CONTROL
 PP0444
 PP0444  NGVD 29 (??/??/92)  227.451  (m)          746.23   (f) ADJ UNCH    1 1
 PP0444
 PP0444.Superseded values are not recommended for survey control.
 PP0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0444.See file dsdata.txt to determine how the superseded data were derived.
 PP0444
 PP0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK329417(NAD 83)
 PP0444_MARKER: DB = BENCH MARK DISK
 PP0444_SETTING: 66 = SET IN ROCK OUTCROP
 PP0444_SP_SET: ROCK OUTCROP
 PP0444_STAMPING: F 126 1970
 PP0444_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PP0444+STABILITY: POSITION/ELEVATION WELL
 PP0444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0444+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2002
 PP0444
 PP0444  HISTORY     - Date     Condition        Report By
 PP0444  HISTORY     - 1970     MONUMENTED       NGS
 PP0444  HISTORY     - 20020921 GOOD             USPSQD
 PP0444
 PP0444                          STATION DESCRIPTION
 PP0444
 PP0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PP0444'3.25 MI NW FROM HAGER CITY.
 PP0444'ABOUT 0.35 MILE NORTH ALONG COUNTY ROAD VV FROM THE POST OFFICE AT
 PP0444'HAGER CITY, THENCE 2.9 MILES NORTHWEST ALONG COUNTY ROAD E, 205 YARDS
 PP0444'NORTHWEST OF THE JUNCTION OF THE ROAD AND COUNTY ROAD 0, 30 1/2 FEET
 PP0444'NORTHEAST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A 2 1/2- X
 PP0444'6-FOOT ROCK OUTCROP, 78 YARDS SOUTHEAST OF THE CREST OF A HILL, ABOUT
 PP0444'3 1/2 FEET ABOVE A DITCH, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 PP0444'HIGHWAY.  SECTION 29, T 25N, R 18W.
 PP0444
 PP0444                          STATION RECOVERY (2002)
 PP0444
 PP0444'RECOVERY NOTE BY US POWER SQUADRON 2002 (KG)
 PP0444'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP0431 ***********************************************************************
 PP0431  DESIGNATION -  F 127
 PP0431  PID         -  PP0431
 PP0431  STATE/COUNTY-  WI/PIERCE
 PP0431  USGS QUAD   -  BAY CITY (1994)
 PP0431
 PP0431                         *CURRENT SURVEY CONTROL
 PP0431  ___________________________________________________________________
 PP0431* NAD 83(1991)-  44 35 38.23974(N)    092 29 39.75045(W)     ADJUSTED  
 PP0431* NAVD 88     -       238.530  (meters)     782.58   (feet)  ADJUSTED  
 PP0431  ___________________________________________________________________
 PP0431  X           -    -198,001.606 (meters)                     COMP
 PP0431  Y           -  -4,545,221.828 (meters)                     COMP
 PP0431  Z           -   4,455,475.162 (meters)                     COMP
 PP0431  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 PP0431  ELLIP HEIGHT-         208.25  (meters)          (03/16/99) GPS OBS
 PP0431  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 PP0431  DYNAMIC HT  -         238.497 (meters)     782.47  (feet)  COMP
 PP0431  MODELED GRAV-     980,472.5   (mgal)                       NAVD 88
 PP0431
 PP0431  HORZ ORDER  -  SECOND
 PP0431  VERT ORDER  -  FIRST     CLASS I
 PP0431  ELLP ORDER  -  FOURTH    CLASS I
 PP0431
 PP0431.This mark is at Red Wing Airport (RGK)
 PP0431
 PP0431.The horizontal coordinates were established by GPS observations
 PP0431.and adjusted by the National Geodetic Survey in March 1999..
 PP0431
 PP0431.The orthometric height was determined by differential leveling
 PP0431.and adjusted by the National Geodetic Survey in June 1991..
 PP0431
 PP0431.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP0431
 PP0431.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP0431
 PP0431.The ellipsoidal height was determined by GPS observations
 PP0431.and is referenced to NAD 83.
 PP0431
 PP0431.The geoid height was determined by GEOID03.
 PP0431
 PP0431.The dynamic height is computed by dividing the NAVD 88
 PP0431.geopotential number by the normal gravity value computed on the
 PP0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0431.degrees latitude (g = 980.6199 gals.).
 PP0431
 PP0431.The modeled gravity was interpolated from observed gravity values.
 PP0431
 PP0431;                    North         East     Units Scale Factor Converg.
 PP0431;SPC WI C     -    87,560.333   401,982.788   MT  0.99995277   -1 45 35.9
 PP0431;SPC WI C     -   287,270.86  1,318,838.53   sFT  0.99995277   -1 45 35.9
 PP0431;SPC MN S     -   278,207.638   919,533.301   MT  0.99992334   +1 03 19.2
 PP0431;UTM  15      - 4,937,969.934   540,131.441   MT  0.99961980   +0 21 18.0
 PP0431
 PP0431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP0431!SPC WI C     -   0.99996735  x   0.99995277  =   0.99992012
 PP0431!SPC MN S     -   0.99996735  x   0.99992334  =   0.99989069
 PP0431!UTM  15      -   0.99996735  x   0.99961980  =   0.99958716
 PP0431
 PP0431                          SUPERSEDED SURVEY CONTROL
 PP0431
 PP0431  NAD 83(1991)-  44 35 38.23530(N)    092 29 39.75017(W) AD(       ) 2
 PP0431  ELLIP H (11/21/91)  208.33   (m)                       GP(       ) 4 1
 PP0431  NAD 83(1986)-  44 35 38.23193(N)    092 29 39.75201(W) AD(       ) 2
 PP0431  NGVD 29 (??/??/92)  238.493  (m)          782.46   (f) ADJ UNCH    1 1
 PP0431
 PP0431.Superseded values are not recommended for survey control.
 PP0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0431.See file dsdata.txt to determine how the superseded data were derived.
 PP0431
 PP0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK4013137970(NAD 83)
 PP0431_MARKER: DB = BENCH MARK DISK
 PP0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0431_SP_SET: CONCRETE POST
 PP0431_STAMPING: F 127 1970
 PP0431_MARK LOGO: NGS   
 PP0431_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0431+STABILITY: SURFACE MOTION
 PP0431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0431+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2003
 PP0431
 PP0431  HISTORY     - Date     Condition        Report By
 PP0431  HISTORY     - 1970     MONUMENTED       NGS
 PP0431  HISTORY     - 19891113 GOOD             NGS
 PP0431  HISTORY     - 19900710 GOOD
 PP0431  HISTORY     - 20030920 GOOD             USPSQD
 PP0431
 PP0431                          STATION DESCRIPTION
 PP0431
 PP0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PP0431'2.6 MI SE FROM HAGER CITY.
 PP0431'ABOUT 0.4 MILE SOUTH ALONG COUNTY ROADS VV AND K FROM THE POST OFFICE
 PP0431'AT HAGER CITY, THENCE 1.1 MILES EAST ALONG A PAVED ROAD, THENCE 1.1
 PP0431'MILES EAST ALONG STATE HIGHWAY 35, AT THE ENTRANCE TO THE RED WING
 PP0431'AIRPORT, 65 1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 43 FEET
 PP0431'WEST OF THE CENTER LINE OF A PAVED ROAD AT THE ENTRANCE TO THE
 PP0431'AIRPORT, 11.6 FEET SOUTHWEST OF A POWER POLE WHICH IS BRACED BY A GUY
 PP0431'WIRE, 1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE
 PP0431'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH
 PP0431'PROJECTS 3 INCHES.  SECTION 6, T 24N, R 17W.
 PP0431
 PP0431                          STATION RECOVERY (1989)
 PP0431
 PP0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 PP0431'THE STATION IS LOCATED ABOUT 4.9 KM (3.0 MI) NORTHEAST OF RED WING,
 PP0431'1.6 KM (1.0 MI) SOUTH OF HAGER CITY AT THE JUNCTION OF STATE HIGHWAY
 PP0431'35 AND AIRPORT ENTRANCE ROAD.  OWNERSHIP--STATE OF WISCONSIN.
 PP0431'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 63 AND STATE
 PP0431'HIGHWAY 35 WHICH IS LOCATED 4.9 KM (3.0 MI) NORTHEAST OF RED WING, GO
 PP0431'SOUTHERLY ALONG STATE HIGHWAY 35 FOR 2.97 KM (1.85 MI) TO THE AIRPORT
 PP0431'ENTRANCE ROAD AND THE STATION ON THE RIGHT.
 PP0431'THE STATION MARK IS SET 20.4 M (66.9 FT) SOUTH OF THE CENTERLINE OF
 PP0431'STATE HIGHWAY 35, 13.1 M (43.0 FT) WEST OF THE APPROXIMATE CENTER OF
 PP0431'THE ENTRANCE ROAD, 3.6 M (11.8 FT) SOUTHWEST OF A GUYED UTILITY POLE,
 PP0431'0.5 M (1.6 FT) NORTH OF A METAL WITNESS POST AND FLUSH WITH THE
 PP0431'SURFACE OF THE GROUND.
 PP0431'DESCRIBED BY R.D.BALL
 PP0431
 PP0431                          STATION RECOVERY (1990)
 PP0431
 PP0431'RECOVERED 1990
 PP0431'RECOVERED IN GOOD CONDITION.
 PP0431
 PP0431                          STATION RECOVERY (2003)
 PP0431
 PP0431'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEH)
 PP0431'LAT LO AS MEASURED 44 35 38.6  092 29 39.7 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0357 ***********************************************************************
 QL0357  DESIGNATION -  F 128
 QL0357  PID         -  QL0357
 QL0357  STATE/COUNTY-  WI/MARINETTE
 QL0357  USGS QUAD   -  MARINETTE WEST (1975)
 QL0357
 QL0357                         *CURRENT SURVEY CONTROL
 QL0357  ___________________________________________________________________
 QL0357* NAD 83(1986)-  45 03 58.     (N)    087 41 28.     (W)     SCALED    
 QL0357* NAVD 88     -       187.095  (meters)     613.83   (feet)  ADJUSTED  
 QL0357  ___________________________________________________________________
 QL0357  GEOID HEIGHT-         -36.81  (meters)                     GEOID03
 QL0357  DYNAMIC HT  -         187.077 (meters)     613.77  (feet)  COMP
 QL0357  MODELED GRAV-     980,521.7   (mgal)                       NAVD 88
 QL0357
 QL0357  VERT ORDER  -  FIRST     CLASS 0
 QL0357
 QL0357.The horizontal coordinates were scaled from a topographic map and have
 QL0357.an estimated accuracy of +/- 6 seconds.
 QL0357
 QL0357.The orthometric height was determined by differential leveling
 QL0357.and adjusted by the National Geodetic Survey in June 1991..
 QL0357
 QL0357.The geoid height was determined by GEOID03.
 QL0357
 QL0357.The dynamic height is computed by dividing the NAVD 88
 QL0357.geopotential number by the normal gravity value computed on the
 QL0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0357.degrees latitude (g = 980.6199 gals.).
 QL0357
 QL0357.The modeled gravity was interpolated from observed gravity values.
 QL0357
 QL0357;                    North         East    Units  Estimated Accuracy
 QL0357;SPC WI C     -   139,570.      781,810.      MT  (+/- 180 meters Scaled)
 QL0357
 QL0357                          SUPERSEDED SURVEY CONTROL
 QL0357
 QL0357.No superseded survey control is available for this station.
 QL0357
 QL0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ455905(NAD 83)
 QL0357_MARKER: DB = BENCH MARK DISK
 QL0357_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0357_SP_SET: 11.2 FEET
 QL0357_STAMPING: F 128 1972
 QL0357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0357
 QL0357  HISTORY     - Date     Condition        Report By
 QL0357  HISTORY     - 1972     MONUMENTED       NGS
 QL0357  HISTORY     - 1990     POOR             USPSQD
 QL0357  HISTORY     - 19910606 POOR             USPSQD
 QL0357  HISTORY     - 19960902 POOR             USPSQD
 QL0357  HISTORY     - 20051209 MARK NOT FOUND   WIDT
 QL0357
 QL0357                          STATION DESCRIPTION
 QL0357
 QL0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0357'3.7 MI SW FROM MARINETTE.
 QL0357'ABOUT 3.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 41 FROM THE
 QL0357'COURTHOUSE AT MARINETTE, ON THE RIGHT-OF-WAY OF THE CHICAGO AND
 QL0357'NORTH WESTERN RAILWAY, AT THE CROSSING OF OLD PESHTIGO ROAD, 78
 QL0357'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 50 1/2 FEET
 QL0357'WEST OF THE CENTER OF THE CROSSING OF THE ROAD AND THE TRACK,
 QL0357'40 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 28.4 FEET
 QL0357'NORTHWEST OF THE NORTHWEST RAIL, 1.2 FEET NORTHEAST OF A METAL
 QL0357'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IS A DISK ON
 QL0357'THE TOP OF A COPPER COATED STEEL ROD THAT IS ENCASED IN A 6
 QL0357'INCH METAL PIPE THAT PROJECTS 4 INCHES ABOVE THE LEVEL OF THE
 QL0357'GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 11.2 FEET TO REFUSAL.
 QL0357'SECTION 15, T 30 N, R 23 E.
 QL0357
 QL0357                          STATION RECOVERY (1990)
 QL0357
 QL0357'RECOVERY NOTE BY US POWER SQUADRON 1990 (RPT)
 QL0357'MARK RECOVERED IN POOR CONDITION.
 QL0357
 QL0357                          STATION RECOVERY (1991)
 QL0357
 QL0357'RECOVERY NOTE BY US POWER SQUADRON 1991 (RPT)
 QL0357'MARK RECOVERED IN POOR CONDITION.
 QL0357
 QL0357                          STATION RECOVERY (1996)
 QL0357
 QL0357'RECOVERY NOTE BY US POWER SQUADRON 1996
 QL0357'MARK RECOVERED IN POOR CONDITION.
 QL0357
 QL0357                          STATION RECOVERY (2005)
 QL0357
 QL0357'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QL0357'MARK NOT FOUND.  ADD THE PUBLISHED DISTANCES PLACE THE STATION IN THE
 QL0357'CENTERLINE OF THE DITCH.  THE DITCHING WORK WAS MOST LIKELY DONE WHEN
 QL0357'THE TURNING LANE FOR FLAME ROAD WAS ADDED TO US HIGHWAY 41.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0221 ***********************************************************************
 PM0221  DESIGNATION -  F 129
 PM0221  PID         -  PM0221
 PM0221  STATE/COUNTY-  WI/OCONTO
 PM0221  USGS QUAD   -  PENSAUKEE (1974)
 PM0221
 PM0221                         *CURRENT SURVEY CONTROL
 PM0221  ___________________________________________________________________
 PM0221* NAD 83(1986)-  44 50 39.     (N)    087 54 28.     (W)     SCALED    
 PM0221* NAVD 88     -       182.299  (meters)     598.09   (feet)  ADJUSTED  
 PM0221  ___________________________________________________________________
 PM0221  GEOID HEIGHT-         -36.44  (meters)                     GEOID03
 PM0221  DYNAMIC HT  -         182.281 (meters)     598.03  (feet)  COMP
 PM0221  MODELED GRAV-     980,516.9   (mgal)                       NAVD 88
 PM0221
 PM0221  VERT ORDER  -  FIRST     CLASS 0
 PM0221
 PM0221.The horizontal coordinates were scaled from a topographic map and have
 PM0221.an estimated accuracy of +/- 6 seconds.
 PM0221
 PM0221.The orthometric height was determined by differential leveling
 PM0221.and adjusted by the National Geodetic Survey in June 1991..
 PM0221
 PM0221.The geoid height was determined by GEOID03.
 PM0221
 PM0221.The dynamic height is computed by dividing the NAVD 88
 PM0221.geopotential number by the normal gravity value computed on the
 PM0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0221.degrees latitude (g = 980.6199 gals.).
 PM0221
 PM0221.The modeled gravity was interpolated from observed gravity values.
 PM0221
 PM0221;                    North         East    Units  Estimated Accuracy
 PM0221;SPC WI C     -   114,450.      765,380.      MT  (+/- 180 meters Scaled)
 PM0221
 PM0221                          SUPERSEDED SURVEY CONTROL
 PM0221
 PM0221.No superseded survey control is available for this station.
 PM0221
 PM0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ282660(NAD 83)
 PM0221_MARKER: DB = BENCH MARK DISK
 PM0221_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PM0221_STAMPING: F 129 1972
 PM0221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0221+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2005
 PM0221
 PM0221  HISTORY     - Date     Condition        Report By
 PM0221  HISTORY     - 1972     MONUMENTED       NGS
 PM0221  HISTORY     - 1990     GOOD             USPSQD
 PM0221  HISTORY     - 20011107 GOOD             USPSQD
 PM0221  HISTORY     - 20041119 GOOD             USPSQD
 PM0221  HISTORY     - 20051207 GOOD             WIDT
 PM0221
 PM0221                          STATION DESCRIPTION
 PM0221
 PM0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0221'1.55 MI N FROM PENSAUKEE.
 PM0221'ABOUT 0.6 MILE NORTHWEST ALONG COUNTY ROAD SS FROM THE BRIDGE OVER THE
 PM0221'PENSAUKEE RIVER, THENCE 0.95 MILE NORTH ALONG U. S. HIGHWAY 41, 106
 PM0221'FEET SOUTH OF THE CENTER OF THE JUNCTION OF A DRIVEWAY LEADING
 PM0221'SOUTHEAST, 61 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 53
 PM0221'FEET SOUTHWEST OF THE CENTER LINE OF THE DRIVEWAY, 11 FEET SOUTHEAST
 PM0221'OF POWER POLE 2721-2E 11, 2.6 FEET SOUTHWEST OF A HIGHWAY RIGHT-OF-WAY
 PM0221'MARKER, 1.2 FEET NORTHEAST OF A METAL WITNESS POST, 1 FOOT ABOVE THE
 PM0221'LEVEL OF THE HIGHWAY AND IS A DISK ON THE TOP OF A COPPER COATED STEEL
 PM0221'ROD THAT IS ENCASED IN A 6 INCH METAL PIPE THAT PROJECTS 3 INCHES
 PM0221'ABOVE THE LEVEL OF THE GROUND.  SECTION 2, T 27N, R 21E.
 PM0221
 PM0221                          STATION RECOVERY (1990)
 PM0221
 PM0221'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEA)
 PM0221'RECOVERED IN GOOD CONDITION.
 PM0221
 PM0221                          STATION RECOVERY (2001)
 PM0221
 PM0221'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 PM0221'RECOVERED IN GOOD CONDITION.
 PM0221
 PM0221                          STATION RECOVERY (2004)
 PM0221
 PM0221'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 PM0221'RECOVERED IN GOOD CONDITION.
 PM0221
 PM0221                          STATION RECOVERY (2005)
 PM0221
 PM0221'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0221'RECOVERED IN GOOD CONDITION. -ADD--THE STATION IS 0.8 M SOUTHWEST OF A
 PM0221'RIGHT OF WAY POST WITH A SURVEY MARKER SIGN ATTACHED TO IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0099 ***********************************************************************
 PN0099  DESIGNATION -  F 130
 PN0099  PID         -  PN0099
 PN0099  STATE/COUNTY-  WI/BROWN
 PN0099  USGS QUAD   -  GREEN BAY WEST (1992)
 PN0099
 PN0099                         *CURRENT SURVEY CONTROL
 PN0099  ___________________________________________________________________
 PN0099* NAD 83(1986)-  44 34 37.     (N)    088 02 52.     (W)     SCALED    
 PN0099* NAVD 88     -       180.527  (meters)     592.28   (feet)  ADJUSTED  
 PN0099  ___________________________________________________________________
 PN0099  GEOID HEIGHT-         -36.21  (meters)                     GEOID03
 PN0099  DYNAMIC HT  -         180.506 (meters)     592.21  (feet)  COMP
 PN0099  MODELED GRAV-     980,496.8   (mgal)                       NAVD 88
 PN0099
 PN0099  VERT ORDER  -  FIRST     CLASS 0
 PN0099
 PN0099.The horizontal coordinates were scaled from a topographic map and have
 PN0099.an estimated accuracy of +/- 6 seconds.
 PN0099
 PN0099.The orthometric height was determined by differential leveling
 PN0099.and adjusted by the National Geodetic Survey in June 1991..
 PN0099
 PN0099.The geoid height was determined by GEOID03.
 PN0099
 PN0099.The dynamic height is computed by dividing the NAVD 88
 PN0099.geopotential number by the normal gravity value computed on the
 PN0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0099.degrees latitude (g = 980.6199 gals.).
 PN0099
 PN0099.The modeled gravity was interpolated from observed gravity values.
 PN0099
 PN0099;                    North         East    Units  Estimated Accuracy
 PN0099;SPC WI C     -    84,490.      755,030.      MT  (+/- 180 meters Scaled)
 PN0099
 PN0099                          SUPERSEDED SURVEY CONTROL
 PN0099
 PN0099.No superseded survey control is available for this station.
 PN0099
 PN0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ168364(NAD 83)
 PN0099_MARKER: DV = VERTICAL CONTROL DISK
 PN0099_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PN0099_SP_SET: OVERPASS ABUTMENT
 PN0099_STAMPING: F 130 1972
 PN0099_MARK LOGO: NGS   
 PN0099_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0099_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0099+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2005
 PN0099
 PN0099  HISTORY     - Date     Condition        Report By
 PN0099  HISTORY     - 1972     MONUMENTED       NGS
 PN0099  HISTORY     - 19940513 GOOD             WI-009
 PN0099  HISTORY     - 20021115 GOOD             USPSQD
 PN0099  HISTORY     - 20050813 GOOD             USPSQD
 PN0099  HISTORY     - 20050815 GOOD             WIDT
 PN0099
 PN0099                          STATION DESCRIPTION
 PN0099
 PN0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PN0099'4.1 MI S FROM SUAMICO.
 PN0099'ABOUT 4.1 MILES SOUTH ALONG U.S. HIGHWAYS 41 AND 141 FROM THE
 PN0099'OVERPASS OVER SUNSET BEACH ROAD AT SUAMICO, ABOUT 1.5 MILES
 PN0099'NORTH OF THE HIGHWAY OVERPASS OVER VELP AVENUE AT GREEN BAY,
 PN0099'(HOWARD), SET VERTICALLY IN THE WEST FACE OF THE NORTH LEG OF THE
 PN0099'CENTER PIER FOR COUNTY ROAD J OVERPASS, DIRECTLY BETWEEN THE
 PN0099'LANES OF THE HIGHWAYS, 40 FEET EAST OF THE CENTER LINE OF THE
 PN0099'SOUTHBOUND LANE OF THE HIGHWAY, 2 1/2 FEET ABOVE THE LEVEL OF THE
 PN0099'GROUND AND 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.  SECTION
 PN0099'2, T 24 N, R 20 E.
 PN0099
 PN0099                          STATION RECOVERY (1994)
 PN0099
 PN0099'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0099'RECOVERED AS DESCRIBED.
 PN0099
 PN0099                          STATION RECOVERY (2002)
 PN0099
 PN0099'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0099'RECOVERED IN GOOD CONDITION.
 PN0099
 PN0099                          STATION RECOVERY (2005)
 PN0099
 PN0099'RECOVERY NOTE BY US POWER SQUADRON 2005 (RWS)
 PN0099'RECOVERED IN GOOD CONDITION.
 PN0099
 PN0099                          STATION RECOVERY (2005)
 PN0099
 PN0099'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0099'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0074 ***********************************************************************
 PM0074  DESIGNATION -  F 131
 PM0074  PID         -  PM0074
 PM0074  STATE/COUNTY-  WI/BROWN
 PM0074  USGS QUAD   -  BELLEVUE (1992)
 PM0074
 PM0074                         *CURRENT SURVEY CONTROL
 PM0074  ___________________________________________________________________
 PM0074* NAD 83(1986)-  44 27 05.     (N)    087 56 17.     (W)     SCALED    
 PM0074* NAVD 88     -       221.811  (meters)     727.72   (feet)  ADJUSTED  
 PM0074  ___________________________________________________________________
 PM0074  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 PM0074  DYNAMIC HT  -         221.782 (meters)     727.63  (feet)  COMP
 PM0074  MODELED GRAV-     980,481.1   (mgal)                       NAVD 88
 PM0074
 PM0074  VERT ORDER  -  FIRST     CLASS 0
 PM0074
 PM0074.The horizontal coordinates were scaled from a topographic map and have
 PM0074.an estimated accuracy of +/- 6 seconds.
 PM0074
 PM0074.The orthometric height was determined by differential leveling
 PM0074.and adjusted by the National Geodetic Survey in June 1991..
 PM0074
 PM0074.The geoid height was determined by GEOID03.
 PM0074
 PM0074.The dynamic height is computed by dividing the NAVD 88
 PM0074.geopotential number by the normal gravity value computed on the
 PM0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0074.degrees latitude (g = 980.6199 gals.).
 PM0074
 PM0074.The modeled gravity was interpolated from observed gravity values.
 PM0074
 PM0074;                    North         East    Units  Estimated Accuracy
 PM0074;SPC WI C     -    70,760.      764,100.      MT  (+/- 180 meters Scaled)
 PM0074
 PM0074                          SUPERSEDED SURVEY CONTROL
 PM0074
 PM0074  NGVD 29 (??/??/92)  221.75   (m)          727.5    (f) COMPUTED    1 0
 PM0074
 PM0074.Superseded values are not recommended for survey control.
 PM0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0074.See file dsdata.txt to determine how the superseded data were derived.
 PM0074
 PM0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ253224(NAD 83)
 PM0074_MARKER: DV = VERTICAL CONTROL DISK
 PM0074_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PM0074_SP_SET: 13.5 FEET
 PM0074_STAMPING: F 131 1972
 PM0074_MARK LOGO: NGS   
 PM0074_MAGNETIC: I = MARKER IS A STEEL ROD
 PM0074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0074+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2005
 PM0074
 PM0074  HISTORY     - Date     Condition        Report By
 PM0074  HISTORY     - 1972     MONUMENTED       NGS
 PM0074  HISTORY     - 19940510 GOOD             WI-009
 PM0074  HISTORY     - 20021111 GOOD             USPSQD
 PM0074  HISTORY     - 20040308 GOOD             USPSQD
 PM0074  HISTORY     - 20050808 GOOD             WIDT
 PM0074
 PM0074                          STATION DESCRIPTION
 PM0074
 PM0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0074'1 MI NW FROM BELLEVUE.
 PM0074'ABOUT 1.0 MILE NORTHWEST ALONG U.S. HIGHWAY 141 FROM THE JUNCTION
 PM0074'OF STATE HIGHWAY 29 AT BELLEVUE, 217 FEET SOUTHEAST OF THE CENTER
 PM0074'OF THE JUNCTION OF THE HIGHWAY AND KLONDIKE ROAD, 96 FEET NORTHEAST
 PM0074'OF THE CENTER LINE OF THE HIGHWAY, 66 FEET WEST OF THE CENTER OF A
 PM0074'GRAVEL ROAD CROSSING AND THE CHICAGO AND NORTH WESTERN RAILWAY,
 PM0074'45 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE ABOVE MENTIONED
 PM0074'RAILROAD, 45 FEET NORTHWEST OF A POWER POLE BRACED BY GUY WIRES, 0.6
 PM0074'FOOT SOUTHEAST OF A METAL WITNESS POST, 3 FEET ABOVE THE LEVEL OF
 PM0074'THE TRACK, 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND IS A
 PM0074'DISK ON THE TOP OF A COPPER COATED STEEL ROD THAT IS ENCASED IN
 PM0074'A 4 INCH IRON PIPE THAT PROJECTS 1 INCH ABOVE THE LEVEL OF THE
 PM0074'GROUND.  THE DISK IS FLUSH WITH THE GROUND AND THE ROD WAS DRIVEN
 PM0074'TO REFUSAL AT A DEPTH OF 13.5 FEET.  SECTION 22, T 23N, R 21E
 PM0074
 PM0074                          STATION RECOVERY (1994)
 PM0074
 PM0074'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PM0074'RECOVERED AS DESCRIBED.
 PM0074
 PM0074                          STATION RECOVERY (2002)
 PM0074
 PM0074'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0074'RECOVERED IN GOOD CONDITION.  POWER POLE BRACED BY GUY WIRES NO LONGER
 PM0074'PRESENT.  STATION IS LOCATED 37 FEET SOUTHEAST OF UTILITY POLE NO.
 PM0074'629BB78 AND 35 FEET EAST OF A GREEN FIBER OPTIC JUNCTION BOX.  IT IS
 PM0074'BETWEEN A METAL AND A WHITE FIBERGLASS WITNESS POSTS.
 PM0074
 PM0074                          STATION RECOVERY (2004)
 PM0074
 PM0074'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0074'RECOVERED IN GOOD CONDITION.
 PM0074
 PM0074                          STATION RECOVERY (2005)
 PM0074
 PM0074'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0074'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0246 ***********************************************************************
 OL0246  DESIGNATION -  F 132
 OL0246  PID         -  OL0246
 OL0246  STATE/COUNTY-  WI/MANITOWOC
 OL0246  USGS QUAD   -  CLEVELAND EAST (1994)
 OL0246
 OL0246                         *CURRENT SURVEY CONTROL
 OL0246  ___________________________________________________________________
 OL0246* NAD 83(1986)-  43 58 50.     (N)    087 43 55.     (W)     SCALED    
 OL0246* NAVD 88     -       196.917  (meters)     646.05   (feet)  ADJUSTED  
 OL0246  ___________________________________________________________________
 OL0246  GEOID HEIGHT-         -36.03  (meters)                     GEOID03
 OL0246  DYNAMIC HT  -         196.882 (meters)     645.94  (feet)  COMP
 OL0246  MODELED GRAV-     980,439.2   (mgal)                       NAVD 88
 OL0246
 OL0246  VERT ORDER  -  FIRST     CLASS 0
 OL0246
 OL0246.The horizontal coordinates were scaled from a topographic map and have
 OL0246.an estimated accuracy of +/- 6 seconds.
 OL0246
 OL0246.The orthometric height was determined by differential leveling
 OL0246.and adjusted by the National Geodetic Survey in June 1991..
 OL0246
 OL0246.The geoid height was determined by GEOID03.
 OL0246
 OL0246.The dynamic height is computed by dividing the NAVD 88
 OL0246.geopotential number by the normal gravity value computed on the
 OL0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0246.degrees latitude (g = 980.6199 gals.).
 OL0246
 OL0246.The modeled gravity was interpolated from observed gravity values.
 OL0246
 OL0246;                    North         East    Units  Estimated Accuracy
 OL0246;SPC WI S     -   222,500.      781,950.      MT  (+/- 180 meters Scaled)
 OL0246
 OL0246                          SUPERSEDED SURVEY CONTROL
 OL0246
 OL0246  NGVD 29 (??/??/92)  196.93   (m)          646.1    (f) COMPUTED    1 0
 OL0246
 OL0246.Superseded values are not recommended for survey control.
 OL0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0246.See file dsdata.txt to determine how the superseded data were derived.
 OL0246
 OL0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP412699(NAD 83)
 OL0246_MARKER: DB = BENCH MARK DISK
 OL0246_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 OL0246+WITH SETTING: INTO GROUND
 OL0246_STAMPING: F 132 1972
 OL0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0246+STABILITY: SURFACE MOTION
 OL0246_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0246+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2006
 OL0246
 OL0246  HISTORY     - Date     Condition        Report By
 OL0246  HISTORY     - 1972     MONUMENTED       NGS
 OL0246  HISTORY     - 20021119 GOOD             USPSQD
 OL0246  HISTORY     - 20040329 GOOD             USPSQD
 OL0246  HISTORY     - 20060416 GOOD             USPSQD
 OL0246
 OL0246                          STATION DESCRIPTION
 OL0246
 OL0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0246'1 MI SW FROM NEWTON.
 OL0246'ABOUT 0.95 MILE SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 OL0246'RAILWAY FROM THE CROSSING OF COUNTY ROAD U AT NEWTON, 0.4 MILE
 OL0246'NORTH OF MILEPOST 68, 6 RAILS NORTHEAST OF THE CROSSING OF COUNTY
 OL0246'ROAD F, 324 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION
 OL0246'OF COUNTY ROAD F AND U.S. HIGHWAY 141, 46.7 FEET NORTHWEST OF
 OL0246'THE NORTHWEST RAIL, 139 FEET SOUTHEAST OF THE CENTER LINE OF
 OL0246'THE U.S. HIGHWAY, 22 1/2 FEET SOUTHWEST OF AN 18-INCH BEECH TREE,
 OL0246'1 1/2 FEET NORTHWEST OF THE RAILWAY RIGHT-OF-WAY FENCE LINE, 0.8
 OL0246'FOOT NORTHEAST OF A METAL WITNESS POST, AND IS A DISK ON THE TOP OF
 OL0246'A 5 1/2 FOOT LONG COPPER COATED STEEL ROD WITH STEEL PLATE ATTACHED,
 OL0246'THE DISK PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND AND ENCASED
 OL0246'IN A 6 INCH IRON PIPE THAT PROJECTS 4 INCHES ABOVE THE LEVEL
 OL0246'OF THE GROUND.  SECTION 34, T18N, R23E
 OL0246
 OL0246                          STATION RECOVERY (2002)
 OL0246
 OL0246'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OL0246'RECOVERED IN GOOD CONDITION.  U.S. HIGHWAY 141 IS NOW INTERSTATE
 OL0246'HIGHWAY 43.  IT IS 10 FEET EAST OF THE I-43 RIGHT-OF-WAY FENCE, 0.8
 OL0246'FOOT NORTHEAST OF A METAL WITNESS POST, 3 FEET SOUTHEAST OF AN ORANGE
 OL0246'WITNESS POST.
 OL0246
 OL0246                          STATION RECOVERY (2004)
 OL0246
 OL0246'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 OL0246'RECOVERED IN GOOD CONDITION.
 OL0246
 OL0246                          STATION RECOVERY (2006)
 OL0246
 OL0246'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRB)
 OL0246'RECOVERED IN GOOD CONDITION.  NOTE-- VISIBLE OBSTRUCTIONS AT THIS
 OL0246'STATION ARE TREES TO THE NORTHEAST AND SOUTHWEST TO 90 DEGREES ABOVE
 OL0246'THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0186 ***********************************************************************
 OL0186  DESIGNATION -  F 133
 OL0186  PID         -  OL0186
 OL0186  STATE/COUNTY-  WI/SHEBOYGAN
 OL0186  USGS QUAD   -  SHEBOYGAN FALLS (1994)
 OL0186
 OL0186                         *CURRENT SURVEY CONTROL
 OL0186  ___________________________________________________________________
 OL0186* NAD 83(1986)-  43 38 41.     (N)    087 46 07.     (W)     SCALED    
 OL0186* NAVD 88     -       207.882  (meters)     682.03   (feet)  ADJUSTED  
 OL0186  ___________________________________________________________________
 OL0186  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 OL0186  DYNAMIC HT  -         207.841 (meters)     681.89  (feet)  COMP
 OL0186  MODELED GRAV-     980,419.0   (mgal)                       NAVD 88
 OL0186
 OL0186  VERT ORDER  -  FIRST     CLASS 0
 OL0186
 OL0186.The horizontal coordinates were scaled from a topographic map and have
 OL0186.an estimated accuracy of +/- 6 seconds.
 OL0186
 OL0186.The orthometric height was determined by differential leveling
 OL0186.and adjusted by the National Geodetic Survey in June 1991..
 OL0186
 OL0186.The geoid height was determined by GEOID03.
 OL0186
 OL0186.The dynamic height is computed by dividing the NAVD 88
 OL0186.geopotential number by the normal gravity value computed on the
 OL0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0186.degrees latitude (g = 980.6199 gals.).
 OL0186
 OL0186.The modeled gravity was interpolated from observed gravity values.
 OL0186
 OL0186;                    North         East    Units  Estimated Accuracy
 OL0186;SPC WI S     -   185,120.      780,000.      MT  (+/- 180 meters Scaled)
 OL0186
 OL0186                          SUPERSEDED SURVEY CONTROL
 OL0186
 OL0186.No superseded survey control is available for this station.
 OL0186
 OL0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP380327(NAD 83)
 OL0186_MARKER: DB = BENCH MARK DISK
 OL0186_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OL0186_SP_SET: 14.5 FEET
 OL0186_STAMPING: F 133 1972
 OL0186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0186+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2006
 OL0186
 OL0186  HISTORY     - Date     Condition        Report By
 OL0186  HISTORY     - 1972     MONUMENTED       NGS
 OL0186  HISTORY     - 20060507 GOOD             USPSQD
 OL0186
 OL0186                          STATION DESCRIPTION
 OL0186
 OL0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0186'7 MI NE FROM CEDAR GROVE.
 OL0186'ABOUT 0.35 MILE NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 OL0186'RAILWAY FROM THE CROSSING OF STATE HIGHWAY 32 AT CEDAR GROVE,
 OL0186'THENCE 0.9 MILE EAST ALONG COUNTY ROAD D, THENCE 2.1 MILES
 OL0186'NORTHEAST ALONG SAUK TRAIL ROAD, THENCE 0.65 MILE EAST ALONG
 OL0186'DE WITT ROAD, THENCE 3.0 MILES NORTHEAST ALONG U.S. HIGHWAY 141,
 OL0186'442 FEET SOUTH OF THE SOUTH END OF THE EAST CONCRETE GUARD
 OL0186'RAIL OVER AN OVERPASS OVER WILSON-LIMA ROAD, 114 FEET EAST OF
 OL0186'THE CENTER LINE OF THE EAST LANE OF THE HIGHWAY, 88 FEET NORTH
 OL0186'OF POWER POLE 14-23-32-28/47, 7 FEET SOUTH OF A FENCE POST
 OL0186'SUPPORTED BY TWO PIPE BRACES, 0.6 FOOT WEST OF A FENCE LINE,
 OL0186'0.5 FOOT EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 OL0186'HIGHWAY AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD
 OL0186'THAT IS FLUSH WITH THE GROUND AND ENCASED IN A 4 INCH METAL PIPE
 OL0186'THAT PROJECTS 1 INCH ABOVE THE LEVEL OF THE GROUND.  THE ROD
 OL0186'WAS DRIVEN TO REFUSAL AT A DEPTH OF 14 1/2 FEET.  SECTION 32,
 OL0186'T14N, R23E.  MARK MAY BE REACHED BY GOING ABOUT 2.55 MILES
 OL0186'SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE
 OL0186'STATION AT SHEBOYGAN, THENCE 0.75 MILE WEST ALONG COUNTY ROAD
 OL0186'PP, THENCE 5.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 141.
 OL0186
 OL0186                          STATION RECOVERY (2006)
 OL0186
 OL0186'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRB)
 OL0186'RECOVERED IN GOOD CONDITION.  US HIGHWAY 141 HAS BEEN RESTRUCTURED AS
 OL0186'INTERSTATE HIGHWAY 43.  THE STATION IS APPROXIMATELY 130 FEET EAST OF
 OL0186'THE CENTERLINE OF THE NORTHBOUND LANES OF INTERSTATE HIGHWAY 43,
 OL0186'APPROXIMATELY 495 FEET SOUTH OF THE CENTERLINE OF WILSON-LIMA ROAD,
 OL0186'EAST OF A POINT 18 FEET SOUTH OF THE EAST METAL GUARD RAIL LEADING TO
 OL0186'THE BRIDGE OVER WILSON-LIMA ROAD,
 OL0186'7 FEET SOUTH OF A RIGHT-OF-WAY FENCE POST WITH A SINGLE PIPE BRACE,
 OL0186'0.6 FOOT WEST OF THE RIGHT-OF-WAY FENCE, 0.6 FOOT WEST OF A METAL
 OL0186'WITNESS POST, AND 0.6 FOOT NORTH OF AN ORANGE FIBERGLASS WITNESS POST.
 OL0186' 
 OL0186'NOTE1-- THE MEASURED LATITUDE/LONGITUDE BY HANDHELD GPS INSTRUMENT IS
 OL0186'43 38 36.3 (N), 087 46 06.3 (W). NOTE2-- THERE IS NO POWER POLE
 OL0186'14-23-32-28/47 PRESENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0127 ***********************************************************************
 OL0127  DESIGNATION -  F 134
 OL0127  PID         -  OL0127
 OL0127  STATE/COUNTY-  WI/MILWAUKEE
 OL0127  USGS QUAD   -  MILWAUKEE (1971)
 OL0127
 OL0127                         *CURRENT SURVEY CONTROL
 OL0127  ___________________________________________________________________
 OL0127* NAD 83(1986)-  43 05 26.     (N)    087 53 49.     (W)     SCALED    
 OL0127* NAVD 88     -       195.713  (meters)     642.10   (feet)  ADJUSTED  
 OL0127  ___________________________________________________________________
 OL0127  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 OL0127  DYNAMIC HT  -         195.663 (meters)     641.94  (feet)  COMP
 OL0127  MODELED GRAV-     980,359.0   (mgal)                       NAVD 88
 OL0127
 OL0127  VERT ORDER  -  FIRST     CLASS 0
 OL0127
 OL0127.The horizontal coordinates were scaled from a topographic map and have
 OL0127.an estimated accuracy of +/- 6 seconds.
 OL0127
 OL0127.The orthometric height was determined by differential leveling
 OL0127.and adjusted by the National Geodetic Survey in June 1991..
 OL0127
 OL0127.The geoid height was determined by GEOID03.
 OL0127
 OL0127.The dynamic height is computed by dividing the NAVD 88
 OL0127.geopotential number by the normal gravity value computed on the
 OL0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0127.degrees latitude (g = 980.6199 gals.).
 OL0127
 OL0127.The modeled gravity was interpolated from observed gravity values.
 OL0127
 OL0127;                    North         East    Units  Estimated Accuracy
 OL0127;SPC WI S     -   123,310.      771,210.      MT  (+/- 180 meters Scaled)
 OL0127
 OL0127                          SUPERSEDED SURVEY CONTROL
 OL0127
 OL0127  NGVD 29 (??/??/92)  195.81   (m)          642.4    (f) COMPUTED    1 0
 OL0127
 OL0127.Superseded values are not recommended for survey control.
 OL0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0127.See file dsdata.txt to determine how the superseded data were derived.
 OL0127
 OL0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN269712(NAD 83)
 OL0127_MARKER: DB = BENCH MARK DISK
 OL0127_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OL0127_SP_SET: FOUNDATION
 OL0127_STAMPING: F 134 1972
 OL0127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0127+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2002
 OL0127
 OL0127  HISTORY     - Date     Condition        Report By
 OL0127  HISTORY     - 1972     MONUMENTED       NGS
 OL0127  HISTORY     - 20021023 GOOD             USPSQD
 OL0127  HISTORY     - 20021125 GOOD             USPSQD
 OL0127  HISTORY     - 20040329 GOOD             USPSQD
 OL0127  HISTORY     - 20060618 MARK NOT FOUND   USPSQD
 OL0127
 OL0127                          STATION DESCRIPTION
 OL0127
 OL0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0127'AT SHOREWOOD.
 OL0127'AT SHOREWOOD, 0.3 MILE WEST ALONG CAPITOL DRIVE FROM THE
 OL0127'SHOREWOOD POST OFFICE (A SUB-DIVISION OF MILWAUKEE), THENCE
 OL0127'0.1 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY,
 OL0127'AT THE WITI TV 6 1078 FEET HIGH STEEL TOWER, 130 FEET SOUTHWEST
 OL0127'OF THE SOUTHWEST RAIL OF THE TRACK, 96 FEET NORTHEAST OF THE
 OL0127'CENTER LINE OF ESTABROOK PARKWAY, IN-SIDE A CHAIN LINK FENCE,
 OL0127'SET IN THE TOP OF THE NORTH CORNER OF A 6- BY 23 FOOT CONCRETE
 OL0127'FOUNDATION SUPPORTING ELEVATOR AND CARRIAGE IN THE CENTER
 OL0127'OF THE TOWER, 22 INCHES ABOVE THE LEVEL OF THE GROUND AND 5 1/2
 OL0127'FEET BELOW THE TOP OF THE RAIL.  SECTION 4, T 7 N, R 22 E.
 OL0127
 OL0127                          STATION RECOVERY (2002)
 OL0127
 OL0127'RECOVERY NOTE BY US POWER SQUADRON 2002 (FP)
 OL0127'MARK FOUND AS DESCRIBED
 OL0127
 OL0127                          STATION RECOVERY (2002)
 OL0127
 OL0127'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OL0127'RECOVERED IN GOOD CONDITION.
 OL0127
 OL0127                          STATION RECOVERY (2004)
 OL0127
 OL0127'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 OL0127'RECOVERED IN GOOD CONDITION.
 OL0127
 OL0127                          STATION RECOVERY (2006)
 OL0127
 OL0127'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRB)
 OL0127'THE STATION WAS NOT FOUND.  FROM OUTSIDE THE SECURITY FENCE, THE MARK
 OL0127'WAS NOT OBSERVED AS IN THE PAST AND THE CONCRETE FOUNDATION SUPPORTING
 OL0127'THE ELEVATOR APPEARS TO BE RELATIVELY NEW CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RN0157 ***********************************************************************
 RN0157  DESIGNATION -  F 135
 RN0157  PID         -  RN0157
 RN0157  STATE/COUNTY-  WI/DOUGLAS
 RN0157  USGS QUAD   -  BOREA (1981)
 RN0157
 RN0157                         *CURRENT SURVEY CONTROL
 RN0157  ___________________________________________________________________
 RN0157* NAD 83(1986)-  46 33 57.     (N)    092 09 59.     (W)     SCALED    
 RN0157* NAVD 88     -       227.334  (meters)     745.85   (feet)  ADJUSTED  
 RN0157  ___________________________________________________________________
 RN0157  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 RN0157  DYNAMIC HT  -         227.354 (meters)     745.91  (feet)  COMP
 RN0157  MODELED GRAV-     980,698.1   (mgal)                       NAVD 88
 RN0157
 RN0157  VERT ORDER  -  SECOND    CLASS 0
 RN0157
 RN0157.The horizontal coordinates were scaled from a topographic map and have
 RN0157.an estimated accuracy of +/- 6 seconds.
 RN0157
 RN0157.The orthometric height was determined by differential leveling
 RN0157.and adjusted by the National Geodetic Survey in June 1991..
 RN0157
 RN0157.The geoid height was determined by GEOID03.
 RN0157
 RN0157.The dynamic height is computed by dividing the NAVD 88
 RN0157.geopotential number by the normal gravity value computed on the
 RN0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0157.degrees latitude (g = 980.6199 gals.).
 RN0157
 RN0157.The modeled gravity was interpolated from observed gravity values.
 RN0157
 RN0157;                    North         East    Units  Estimated Accuracy
 RN0157;SPC WI N     -   157,780.      433,930.      MT  (+/- 180 meters Scaled)
 RN0157
 RN0157                          SUPERSEDED SURVEY CONTROL
 RN0157
 RN0157  NGVD 29 (??/??/92)  227.298  (m)          745.73   (f) ADJ UNCH    2 0
 RN0157
 RN0157.Superseded values are not recommended for survey control.
 RN0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0157.See file dsdata.txt to determine how the superseded data were derived.
 RN0157
 RN0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM638572(NAD 83)
 RN0157_MARKER: DB = BENCH MARK DISK
 RN0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0157_STAMPING: F 135 1935
 RN0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0157+STABILITY: SURFACE MOTION
 RN0157
 RN0157  HISTORY     - Date     Condition        Report By
 RN0157  HISTORY     - 1935     MONUMENTED       CGS
 RN0157
 RN0157                          STATION DESCRIPTION
 RN0157
 RN0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RN0157'2.5 MI E FROM DEDHAM.
 RN0157'ALONG THE GREAT NORTERN R.R. 2 1/2 MILES E. OF DEDHAM.  MARK IS 6 YDS.
 RN0157'S.E. OF MILE POLE MARKER NO. 16.  10 YDS. N.E. OF CENTER OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RN0289 ***********************************************************************
 RN0289  DESIGNATION -  F 136
 RN0289  PID         -  RN0289
 RN0289  STATE/COUNTY-  WI/DOUGLAS
 RN0289  USGS QUAD   -  WEST DULUTH (1993)
 RN0289
 RN0289                         *CURRENT SURVEY CONTROL
 RN0289  ___________________________________________________________________
 RN0289* NAD 83(1986)-  46 38 54.     (N)    092 11 00.     (W)     SCALED    
 RN0289* NAVD 88     -       215.550  (meters)     707.18   (feet)  ADJUSTED  
 RN0289  ___________________________________________________________________
 RN0289  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 RN0289  DYNAMIC HT  -         215.572 (meters)     707.26  (feet)  COMP
 RN0289  MODELED GRAV-     980,714.0   (mgal)                       NAVD 88
 RN0289
 RN0289  VERT ORDER  -  SECOND    CLASS 0
 RN0289
 RN0289.The horizontal coordinates were scaled from a topographic map and have
 RN0289.an estimated accuracy of +/- 6 seconds.
 RN0289
 RN0289.The orthometric height was determined by differential leveling
 RN0289.and adjusted by the National Geodetic Survey in June 1991..
 RN0289
 RN0289.The geoid height was determined by GEOID03.
 RN0289
 RN0289.The dynamic height is computed by dividing the NAVD 88
 RN0289.geopotential number by the normal gravity value computed on the
 RN0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0289.degrees latitude (g = 980.6199 gals.).
 RN0289
 RN0289.The modeled gravity was interpolated from observed gravity values.
 RN0289
 RN0289;                    North         East    Units  Estimated Accuracy
 RN0289;SPC WI N     -   166,980.      432,880.      MT  (+/- 180 meters Scaled)
 RN0289
 RN0289                          SUPERSEDED SURVEY CONTROL
 RN0289
 RN0289  NGVD 29 (??/??/92)  215.522  (m)          707.09   (f) ADJ UNCH    2 0
 RN0289
 RN0289.Superseded values are not recommended for survey control.
 RN0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0289.See file dsdata.txt to determine how the superseded data were derived.
 RN0289
 RN0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM624664(NAD 83)
 RN0289_MARKER: DB = BENCH MARK DISK
 RN0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0289_STAMPING: F 136 1935
 RN0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0289+STABILITY: SURFACE MOTION
 RN0289
 RN0289  HISTORY     - Date     Condition        Report By
 RN0289  HISTORY     - 1935     MONUMENTED       CGS
 RN0289
 RN0289                          STATION DESCRIPTION
 RN0289
 RN0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RN0289'0.7 MI S FROM OLIVER.
 RN0289'ALONG THE MILITARY ROAD, 0.7 MILE S. OF OLIVER.  MARK IS AT POINT
 RN0289'WHERE HI-WAY MAKES SHARP S CURVE.  10 YDS. E. OF CENTER OF HI-WAY, AND
 RN0289'19 YDS. N. OF FARM ROAD GOING E. OFF MILITARY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0327 ***********************************************************************
 NG0327  DESIGNATION -  F 137
 NG0327  PID         -  NG0327
 NG0327  STATE/COUNTY-  WI/RACINE
 NG0327  USGS QUAD   -  FRANKSVILLE (1994)
 NG0327
 NG0327                         *CURRENT SURVEY CONTROL
 NG0327  ___________________________________________________________________
 NG0327* NAD 83(1986)-  42 49 33.     (N)    087 54 50.     (W)     SCALED    
 NG0327* NAVD 88     -       208.745  (meters)     684.86   (feet)  ADJUSTED  
 NG0327  ___________________________________________________________________
 NG0327  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 NG0327  DYNAMIC HT  -         208.686 (meters)     684.66  (feet)  COMP
 NG0327  MODELED GRAV-     980,334.1   (mgal)                       NAVD 88
 NG0327
 NG0327  VERT ORDER  -  FIRST     CLASS 0
 NG0327
 NG0327.The horizontal coordinates were scaled from a topographic map and have
 NG0327.an estimated accuracy of +/- 6 seconds.
 NG0327
 NG0327.The orthometric height was determined by differential leveling
 NG0327.and adjusted by the National Geodetic Survey in June 1991..
 NG0327
 NG0327.The geoid height was determined by GEOID03.
 NG0327
 NG0327.The dynamic height is computed by dividing the NAVD 88
 NG0327.geopotential number by the normal gravity value computed on the
 NG0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0327.degrees latitude (g = 980.6199 gals.).
 NG0327
 NG0327.The modeled gravity was interpolated from observed gravity values.
 NG0327
 NG0327;                    North         East    Units  Estimated Accuracy
 NG0327;SPC WI S     -    93,880.      770,560.      MT  (+/- 180 meters Scaled)
 NG0327
 NG0327                          SUPERSEDED SURVEY CONTROL
 NG0327
 NG0327.No superseded survey control is available for this station.
 NG0327
 NG0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN253418(NAD 83)
 NG0327_MARKER: DB = BENCH MARK DISK
 NG0327_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NG0327_SP_SET: ABUTMENT
 NG0327_STAMPING: F 137 1972
 NG0327_MARK LOGO: CGS   
 NG0327_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NG0327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0327_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NG0327+SATELLITE: SATELLITE OBSERVATIONS - 2001
 NG0327
 NG0327  HISTORY     - Date     Condition        Report By
 NG0327  HISTORY     - 1972     MONUMENTED       NGS
 NG0327  HISTORY     - 1990     GOOD             USPSQD
 NG0327  HISTORY     - 2001     GOOD             WIDT
 NG0327
 NG0327                          STATION DESCRIPTION
 NG0327
 NG0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 NG0327'4 MI S FROM OAK CREEK.
 NG0327'ABOUT 4.05 MILES SOUTH ALONG STATE HIGHWAY 38 FROM THE POST OFFICE
 NG0327'AT OAK CREEK, ABOUT 1.15 MILES SOUTH OF THE HIGHWAY BRIDGE OVER
 NG0327'THE ROOT RIVER, ABOUT 0.15 MILE SOUTH OF THE INTERSECTION OF
 NG0327'SEVENMILE ROAD, SET IN THE TOP OF THE SOUTH END OF THE EAST
 NG0327'CONCRETE GUARD RAIL BASE FOR A 40 FOOT CONCRETE BRIDGE OVER A
 NG0327'SMALL STREAM, 20 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 NG0327'3.2 FEET NORTH OF THE SOUTH END OF THE GUARD RAIL AND 1 FOOT
 NG0327'ABOVE THE LEVEL OF THE HIGHWAY.  SEC 9, T4N, R22E.
 NG0327
 NG0327                          STATION RECOVERY (1990)
 NG0327
 NG0327'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCB)
 NG0327'RECOVERED IN GOOD CONDITION.
 NG0327
 NG0327                          STATION RECOVERY (2001)
 NG0327
 NG0327'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 NG0327'THE STATION IS LOCATED ABOUT 8 KM SOUTHWEST OF OAK CREEK, 8 KM WEST
 NG0327'OF CRESTVIEW AND 7 KM NORTH OF FRANKSVILLE.  OWNERSHIP--WISCONSIN
 NG0327'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 NG0327'OF STATE HIGHWAY 38 (HOWELL AVENUE) AND STATE HIGHWAY 100 (RYAN ROAD)
 NG0327'IN OAK CREEK, GO SOUTH ON STATE HIGHWAY 38 (HOWELL AVENUE) FOR 5.0 KM
 NG0327'TO 7 MILE ROAD, CONTINUE SOUTH ON STATE HIGHWAY 38 (HOWELL AVENUE)
 NG0327'FOR 0.3 KM TO THE STATION ON THE LEFT.    THE STATION IS A BRONZE US
 NG0327'COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP OF THE
 NG0327'SOUTHEAST END OF THE SOUTHERN CONCRETE ABUTMANT AND ABOUT 0.3 M ABOVE
 NG0327'THE HIGHWAY PAVEMENT.  THE STATION IS 6.1 M EAST OF THE CENTERLINE OF
 NG0327'STATE HIGHWAY 38 (HOWELL AVENUE), 0.9 M NORTH OF THE SOUTH END OF THE
 NG0327'EAST CONCRETE GUARD RAIL, AND 0.1 M WEST OF THE WEST FACE OF THE EAST
 NG0327'GUARD RAIL.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 NG0327'OBSERVATIONS DUE TO TREES TO FROM THE NORTHEAST TO THE SOUTHEAST
 NG0327'EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0283 ***********************************************************************
 NG0283  DESIGNATION -  F 138
 NG0283  PID         -  NG0283
 NG0283  STATE/COUNTY-  WI/KENOSHA
 NG0283  USGS QUAD   -  RACINE SOUTH (1976)
 NG0283
 NG0283                         *CURRENT SURVEY CONTROL
 NG0283  ___________________________________________________________________
 NG0283* NAD 83(1986)-  42 39 38.     (N)    087 48 44.     (W)     SCALED    
 NG0283* NAVD 88     -       189.211  (meters)     620.77   (feet)  ADJUSTED  
 NG0283  ___________________________________________________________________
 NG0283  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 NG0283  DYNAMIC HT  -         189.156 (meters)     620.59  (feet)  COMP
 NG0283  MODELED GRAV-     980,325.9   (mgal)                       NAVD 88
 NG0283
 NG0283  VERT ORDER  -  FIRST     CLASS 0
 NG0283
 NG0283.The horizontal coordinates were scaled from a topographic map and have
 NG0283.an estimated accuracy of +/- 6 seconds.
 NG0283
 NG0283.The orthometric height was determined by differential leveling
 NG0283.and adjusted by the National Geodetic Survey in June 1991..
 NG0283
 NG0283.The geoid height was determined by GEOID03.
 NG0283
 NG0283.The dynamic height is computed by dividing the NAVD 88
 NG0283.geopotential number by the normal gravity value computed on the
 NG0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0283.degrees latitude (g = 980.6199 gals.).
 NG0283
 NG0283.The modeled gravity was interpolated from observed gravity values.
 NG0283
 NG0283;                    North         East    Units  Estimated Accuracy
 NG0283;SPC WI S     -    75,740.      779,360.      MT  (+/- 180 meters Scaled)
 NG0283
 NG0283                          SUPERSEDED SURVEY CONTROL
 NG0283
 NG0283  NGVD 29 (??/??/92)  189.29   (m)          621.0    (f) COMPUTED    1 0
 NG0283
 NG0283.Superseded values are not recommended for survey control.
 NG0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0283.See file dsdata.txt to determine how the superseded data were derived.
 NG0283
 NG0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN334234(NAD 83)
 NG0283_MARKER: DB = BENCH MARK DISK
 NG0283_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NG0283_SP_SET: 42 FT
 NG0283_STAMPING: F 138 1973
 NG0283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0283
 NG0283  HISTORY     - Date     Condition        Report By
 NG0283  HISTORY     - 1973     MONUMENTED       NGS
 NG0283  HISTORY     - 20060715 MARK NOT FOUND   USPSQD
 NG0283
 NG0283                          STATION DESCRIPTION
 NG0283
 NG0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NG0283'2.6 MI S FROM RACINE.
 NG0283'2.65 MILES SOUTH ALONG THE CHICAGO AND NORTHWESTERN RAILWAY FROM
 NG0283'THE DURAND AVENUE UNDERPASS AT RACINE, 10 POLES SOUTH OF MILE
 NG0283'POST 57, 120.0 FEET E NE OF AND ACROSS TRACKS FROM THE SOUTH
 NG0283'EAST CORNER OF A LARGE CONCRETE BLOCK BUILDING, 40.0 FEET
 NG0283'NORTH OF CENTER LINE OF A GRAVEL ROAD WHICH DEAD ENDS AT THE
 NG0283'TRACKS, 44.0 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, 28.4
 NG0283'FEET NORTH OF A PIPE LINE BREATHER PIPE, 19.0 FEET NORTH OF A
 NG0283'POWER POLE BRACED BY 2 GUY WIRES.  5.4 MILES NORTH OF THE POST
 NG0283'OFFICE AT KENOSHA.  ABOUT 0.7 FEET SOUTH OF A METAL WITNESS
 NG0283'POST ABOUT 5.0 FEET BELOW THE LEVEL OF THE RAILROAD.  A STANDARD
 NG0283'NGS DISK ON TOP OF A COPPER COATED STEEL ROD DRIVEN TO A DEPTH
 NG0283'OF 42.0 FEET AND PROJECTING 1 INCH ABOVE THE GROUND, ENCASED IN
 NG0283'A 6 INCH IRON PIPE WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
 NG0283'SEC 5, T 2 N, R 23 E.
 NG0283
 NG0283                          STATION RECOVERY (2006)
 NG0283
 NG0283'RECOVERY NOTE BY US POWER SQUADRON 2006
 NG0283'STATION NOT RECOVERED.  THE GRAVEL ROAD NO LONGER EXISTS AND ACCESS TO
 NG0283'THE STATION IS PREVENTED BY PRIVATE PROPERTY FENCING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0412 ***********************************************************************
 QM0412  DESIGNATION -  F 14
 QM0412  PID         -  QM0412
 QM0412  STATE/COUNTY-  WI/ONEIDA
 QM0412  USGS QUAD   -  WOODRUFF (1982)
 QM0412
 QM0412                         *CURRENT SURVEY CONTROL
 QM0412  ___________________________________________________________________
 QM0412* NAD 83(1986)-  45 53 14.     (N)    089 42 15.     (W)     SCALED    
 QM0412* NAVD 88     -       488.856  (meters)    1603.86   (feet)  ADJUSTED  
 QM0412  ___________________________________________________________________
 QM0412  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 QM0412  DYNAMIC HT  -         488.837 (meters)    1603.79  (feet)  COMP
 QM0412  MODELED GRAV-     980,560.7   (mgal)                       NAVD 88
 QM0412
 QM0412  VERT ORDER  -  SECOND    CLASS 0
 QM0412
 QM0412.The horizontal coordinates were scaled from a topographic map and have
 QM0412.an estimated accuracy of +/- 6 seconds.
 QM0412
 QM0412.The orthometric height was determined by differential leveling
 QM0412.and adjusted by the National Geodetic Survey in June 1991..
 QM0412
 QM0412.The geoid height was determined by GEOID03.
 QM0412
 QM0412.The dynamic height is computed by dividing the NAVD 88
 QM0412.geopotential number by the normal gravity value computed on the
 QM0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0412.degrees latitude (g = 980.6199 gals.).
 QM0412
 QM0412.The modeled gravity was interpolated from observed gravity values.
 QM0412
 QM0412;                    North         East    Units  Estimated Accuracy
 QM0412;SPC WI N     -    80,130.      622,960.      MT  (+/- 180 meters Scaled)
 QM0412
 QM0412                          SUPERSEDED SURVEY CONTROL
 QM0412
 QM0412  NGVD 29 (??/??/92)  488.827  (m)         1603.76   (f) ADJ UNCH    2 0
 QM0412
 QM0412.Superseded values are not recommended for survey control.
 QM0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0412.See file dsdata.txt to determine how the superseded data were derived.
 QM0412
 QM0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR901850(NAD 83)
 QM0412_MARKER: DB = BENCH MARK DISK
 QM0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0412+STABILITY: SURFACE MOTION
 QM0412
 QM0412  HISTORY     - Date     Condition        Report By
 QM0412  HISTORY     - UNK      MONUMENTED       CGS
 QM0412  HISTORY     - 1934     GOOD             NGS
 QM0412  HISTORY     - 20030418 MARK NOT FOUND   USPSQD
 QM0412  HISTORY     - 20040904 MARK NOT FOUND   USPSQD
 QM0412  HISTORY     - 20050921 MARK NOT FOUND   WIDT
 QM0412
 QM0412                          STATION DESCRIPTION
 QM0412
 QM0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QM0412'0.9 MI S FROM WOODRUFF.
 QM0412'.9 MILE SOUTH AT JUNCTION OF U.S. HIGHWAY 51 AND STATE HIGHWAY
 QM0412'70, 44 FT WEST OF CENTER LINE OF HIGHWAY 51, 48 FT SOUTH OF
 QM0412'CENTER LINE OF 70, 2 FT NORTH OF RIGHT OF WAY FENCE.
 QM0412
 QM0412                          STATION RECOVERY (2003)
 QM0412
 QM0412'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 QM0412'NOT FOUND.  THE INTERSECTION HAS BEEN RE-CONSTRUCTED BY WIDENING AND
 QM0412'ADDING SEVERAL NEW LANES.
 QM0412
 QM0412                          STATION RECOVERY (2004)
 QM0412
 QM0412'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0412'MARK NOT FOUND.
 QM0412
 QM0412                          STATION RECOVERY (2005)
 QM0412
 QM0412'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0412'MARK NOT FOUND. ADD THE AREA WAS REGRADED WHEN THE INTERSECTION WAS
 QM0412'RECONSTRUCTED AND WIDENED. NO EVIDENCE OF THE STATION REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0391 ***********************************************************************
 RM0391  DESIGNATION -  F 146
 RM0391  PID         -  RM0391
 RM0391  STATE/COUNTY-  WI/WASHBURN
 RM0391  USGS QUAD   -  STANBERRY WEST (1971)
 RM0391
 RM0391                         *CURRENT SURVEY CONTROL
 RM0391  ___________________________________________________________________
 RM0391* NAD 83(1986)-  46 05 21.     (N)    091 42 29.     (W)     SCALED    
 RM0391* NAVD 88     -       349.800  (meters)    1147.64   (feet)  ADJUSTED  
 RM0391  ___________________________________________________________________
 RM0391  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 RM0391  DYNAMIC HT  -         349.827 (meters)    1147.72  (feet)  COMP
 RM0391  MODELED GRAV-     980,679.7   (mgal)                       NAVD 88
 RM0391
 RM0391  VERT ORDER  -  FIRST     CLASS II
 RM0391
 RM0391.The horizontal coordinates were scaled from a topographic map and have
 RM0391.an estimated accuracy of +/- 6 seconds.
 RM0391
 RM0391.The orthometric height was determined by differential leveling
 RM0391.and adjusted by the National Geodetic Survey in June 1991..
 RM0391
 RM0391.The geoid height was determined by GEOID03.
 RM0391
 RM0391.The dynamic height is computed by dividing the NAVD 88
 RM0391.geopotential number by the normal gravity value computed on the
 RM0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0391.degrees latitude (g = 980.6199 gals.).
 RM0391
 RM0391.The modeled gravity was interpolated from observed gravity values.
 RM0391
 RM0391;                    North         East    Units  Estimated Accuracy
 RM0391;SPC WI N     -   103,950.      467,920.      MT  (+/- 180 meters Scaled)
 RM0391
 RM0391                          SUPERSEDED SURVEY CONTROL
 RM0391
 RM0391.No superseded survey control is available for this station.
 RM0391
 RM0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM998047(NAD 83)
 RM0391_MARKER: DB = BENCH MARK DISK
 RM0391_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0391_SP_SET: STAINLESS STEEL ROD
 RM0391_STAMPING: F 146 1979
 RM0391_PROJECTION: FLUSH
 RM0391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0391_ROD/PIPE-DEPTH: 9.14 meters
 RM0391
 RM0391  HISTORY     - Date     Condition        Report By
 RM0391  HISTORY     - 1979     MONUMENTED       NGS
 RM0391
 RM0391                          STATION DESCRIPTION
 RM0391
 RM0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RM0391'6.05 MI EAST FROM MINONG.
 RM0391'6.05 MILES EAST ALONG STATE HIGHWAY 77 FROM THE JUNCTION OF U.S.
 RM0391'HIGHWAY 53 IN MINONG, 110 FT. SOUTHWEST OF THE SOUTHWEST END OF A
 RM0391'SHORT CURVE IN THE HIGHWAY, 49.0 FT. SOUTH OF THE CENTERLINE OF THE
 RM0391'HIGHWAY, 8.0 FT. WEST OF A TWIN-TRUNKED 24-INCH OAK TREE, 37.0 FT.
 RM0391'SOUTHEAST OF A PASS WITH CARE SIGN.  DISK IS 4 INCHES BELOW GROUND,
 RM0391'ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 RM0391'THE MARK IS 3 FT  E FROM A WITNESS POST.
 RM0391'THE MARK IS 2 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0327 ***********************************************************************
 QN0327  DESIGNATION -  F 147
 QN0327  PID         -  QN0327
 QN0327  STATE/COUNTY-  WI/SAWYER
 QN0327  USGS QUAD   -  COUDERAY (1971)
 QN0327
 QN0327                         *CURRENT SURVEY CONTROL
 QN0327  ___________________________________________________________________
 QN0327* NAD 83(1986)-  45 48 02.     (N)    091 19 55.     (W)     SCALED    
 QN0327* NAVD 88     -       388.046  (meters)    1273.11   (feet)  ADJUSTED  
 QN0327  ___________________________________________________________________
 QN0327  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 QN0327  DYNAMIC HT  -         388.029 (meters)    1273.06  (feet)  COMP
 QN0327  MODELED GRAV-     980,561.1   (mgal)                       NAVD 88
 QN0327
 QN0327  VERT ORDER  -  FIRST     CLASS II
 QN0327
 QN0327.The horizontal coordinates were scaled from a topographic map and have
 QN0327.an estimated accuracy of +/- 6 seconds.
 QN0327
 QN0327.The orthometric height was determined by differential leveling
 QN0327.and adjusted by the National Geodetic Survey in June 1991..
 QN0327
 QN0327.The geoid height was determined by GEOID03.
 QN0327
 QN0327.The dynamic height is computed by dividing the NAVD 88
 QN0327.geopotential number by the normal gravity value computed on the
 QN0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0327.degrees latitude (g = 980.6199 gals.).
 QN0327
 QN0327.The modeled gravity was interpolated from observed gravity values.
 QN0327
 QN0327;                    North         East    Units  Estimated Accuracy
 QN0327;SPC WI N     -    71,320.      496,460.      MT  (+/- 180 meters Scaled)
 QN0327
 QN0327                          SUPERSEDED SURVEY CONTROL
 QN0327
 QN0327.No superseded survey control is available for this station.
 QN0327
 QN0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL296732(NAD 83)
 QN0327_MARKER: DB = BENCH MARK DISK
 QN0327_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0327_SP_SET: STAINLESS STEEL ROD
 QN0327_STAMPING: F 147 1979
 QN0327_PROJECTION: RECESSED 3 CENTIMETERS
 QN0327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0327_ROD/PIPE-DEPTH: 9.14 meters
 QN0327
 QN0327  HISTORY     - Date     Condition        Report By
 QN0327  HISTORY     - 1979     MONUMENTED       NGS
 QN0327
 QN0327                          STATION DESCRIPTION
 QN0327
 QN0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 QN0327'1.2 MI NW FROM COUDERAY.
 QN0327'1.2 MILES WEST ALONG STATE HIGHWAY 27 FROM THE POST OFFICE IN
 QN0327'COUDERAY, 53.0 FT. NORTH OF THE CENTERLINE OF THE HIGHWAY, 2.0 FT.
 QN0327'SOUTH OF A TREE AND FOREST LINE.
 QN0327'THE MARK IS 2 FT  S FROM A WITNESS POST.
 QN0327'THE MARK IS 1 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0300 ***********************************************************************
 QN0300  DESIGNATION -  F 148
 QN0300  PID         -  QN0300
 QN0300  STATE/COUNTY-  WI/RUSK
 QN0300  USGS QUAD   -  EXELAND SE (1972)
 QN0300
 QN0300                         *CURRENT SURVEY CONTROL
 QN0300  ___________________________________________________________________
 QN0300* NAD 83(1986)-  45 30 31.     (N)    091 07 04.     (W)     SCALED    
 QN0300* NAVD 88     -       357.823  (meters)    1173.96   (feet)  ADJUSTED  
 QN0300  ___________________________________________________________________
 QN0300  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 QN0300  DYNAMIC HT  -         357.804 (meters)    1173.90  (feet)  COMP
 QN0300  MODELED GRAV-     980,553.0   (mgal)                       NAVD 88
 QN0300
 QN0300  VERT ORDER  -  FIRST     CLASS II
 QN0300
 QN0300.The horizontal coordinates were scaled from a topographic map and have
 QN0300.an estimated accuracy of +/- 6 seconds.
 QN0300
 QN0300.The orthometric height was determined by differential leveling
 QN0300.and adjusted by the National Geodetic Survey in June 1991..
 QN0300
 QN0300.The geoid height was determined by GEOID03.
 QN0300
 QN0300.The dynamic height is computed by dividing the NAVD 88
 QN0300.geopotential number by the normal gravity value computed on the
 QN0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0300.degrees latitude (g = 980.6199 gals.).
 QN0300
 QN0300.The modeled gravity was interpolated from observed gravity values.
 QN0300
 QN0300;                    North         East    Units  Estimated Accuracy
 QN0300;SPC WI C     -   186,760.      512,650.      MT  (+/- 180 meters Scaled)
 QN0300
 QN0300                          SUPERSEDED SURVEY CONTROL
 QN0300
 QN0300.No superseded survey control is available for this station.
 QN0300
 QN0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL470411(NAD 83)
 QN0300_MARKER: DB = BENCH MARK DISK
 QN0300_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0300_SP_SET: STAINLESS STEEL ROD
 QN0300_STAMPING: F 148 1979
 QN0300_PROJECTION: FLUSH
 QN0300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0300_ROD/PIPE-DEPTH: 7.62 meters
 QN0300
 QN0300  HISTORY     - Date     Condition        Report By
 QN0300  HISTORY     - 1979     MONUMENTED       NGS
 QN0300  HISTORY     - 20041026 MARK NOT FOUND   WIDT
 QN0300
 QN0300                          STATION DESCRIPTION
 QN0300
 QN0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 QN0300'3.15 MI NW FROM LADYSMITH.
 QN0300'2.85 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE JUNCTION OF U.S.
 QN0300'HIGHWAY 8 IN LADYSMITH, THENCE 0.3 MILE WEST ALONG COUNTY ROAD A, AT A
 QN0300'PRIVATE DRIVE LEADING SOUTH, 34.0 FT. SOUTH OF THE CENTERLINE OF THE
 QN0300'ROAD, 120 FT. WEST OF THE PRIVATE DRIVE, 3.4 FT. NORTH OF A RED WOODEN
 QN0300'FENCE, 2.7 FT. WEST OF A POWERLINE POLE, 28.0 FT. EAST OF A TELEPHONE
 QN0300'JUNCTION BOX.
 QN0300'THE MARK IS 26.6 FT  E FROM A WITNESS POST.
 QN0300'THE MARK IS 2 FT BELOW THE ROAD.
 QN0300
 QN0300                          STATION RECOVERY (2004)
 QN0300
 QN0300'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0364 ***********************************************************************
 QN0364  DESIGNATION -  F 149
 QN0364  PID         -  QN0364
 QN0364  STATE/COUNTY-  WI/BARRON
 QN0364  USGS QUAD   -  RICE LAKE SOUTH (1978)
 QN0364
 QN0364                         *CURRENT SURVEY CONTROL
 QN0364  ___________________________________________________________________
 QN0364* NAD 83(1986)-  45 24 30.     (N)    091 40 43.     (W)     SCALED    
 QN0364* NAVD 88     -       333.007  (meters)    1092.54   (feet)  ADJUSTED  
 QN0364  ___________________________________________________________________
 QN0364  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 QN0364  DYNAMIC HT  -         332.985 (meters)    1092.47  (feet)  COMP
 QN0364  MODELED GRAV-     980,540.2   (mgal)                       NAVD 88
 QN0364
 QN0364  VERT ORDER  -  FIRST     CLASS II
 QN0364
 QN0364.The horizontal coordinates were scaled from a topographic map and have
 QN0364.an estimated accuracy of +/- 6 seconds.
 QN0364
 QN0364.The orthometric height was determined by differential leveling
 QN0364.and adjusted by the National Geodetic Survey in June 1991..
 QN0364
 QN0364.The geoid height was determined by GEOID03.
 QN0364
 QN0364.The dynamic height is computed by dividing the NAVD 88
 QN0364.geopotential number by the normal gravity value computed on the
 QN0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0364.degrees latitude (g = 980.6199 gals.).
 QN0364
 QN0364.The modeled gravity was interpolated from observed gravity values.
 QN0364
 QN0364;                    North         East    Units  Estimated Accuracy
 QN0364;SPC WI C     -   176,380.      468,600.      MT  (+/- 180 meters Scaled)
 QN0364
 QN0364                          SUPERSEDED SURVEY CONTROL
 QN0364
 QN0364.No superseded survey control is available for this station.
 QN0364
 QN0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL034291(NAD 83)
 QN0364_MARKER: I = METAL ROD
 QN0364_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0364_SP_SET: STAINLESS STEEL ROD
 QN0364_STAMPING: F 149 1980
 QN0364_PROJECTION: FLUSH
 QN0364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QN0364+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2005
 QN0364_ROD/PIPE-DEPTH: 9.7  meters
 QN0364
 QN0364  HISTORY     - Date     Condition        Report By
 QN0364  HISTORY     - 1980     MONUMENTED       NGS
 QN0364  HISTORY     - 20050927 GOOD             WIDT
 QN0364
 QN0364                          STATION DESCRIPTION
 QN0364
 QN0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QN0364'5.3 KM EAST FROM CAMERON.
 QN0364'5.3 KM (3.3 MI) EAST ALONG U.S. HIGHWAY 8 FROM THE POST OFFICE IN
 QN0364'CAMERON, AT A DRIVE LEADING NORTH, 21.6 M (71.3 FT) NORTH OF THE
 QN0364'CENTERLINE OF THE HIGHWAY, 30.6 M (101 FT) EAST OF THE CENTER OF THE
 QN0364'DRIVE, 2.1 M (7.0 FT) EAST-SOUTHEAST OF POWERLINE POLE NUMBER 10-603,
 QN0364'14.7 M (48.5 FT) EAST-SOUTHEAST OF A HIGH VOLTAGE POWERLINE JUNCTION
 QN0364'BOX, 0.6 M (2.0 FT) NORTH OF A FENCE, 2.1 M (7.0 FT) EAST OF A CRAB
 QN0364'APPLE BUSH.
 QN0364'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 QN0364'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 QN0364
 QN0364                          STATION RECOVERY (2005)
 QN0364
 QN0364'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 QN0364'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M NORTH, 1.0 M
 QN0364'SOUTHEAST, AND 1.0 M SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0010 ***********************************************************************
 RM0010  DESIGNATION -  F 15
 RM0010  PID         -  RM0010
 RM0010  STATE/COUNTY-  WI/IRON
 RM0010  USGS QUAD   -  LITTLE GIRLS POINT (1980)
 RM0010
 RM0010                         *CURRENT SURVEY CONTROL
 RM0010  ___________________________________________________________________
 RM0010* NAD 83(1986)-  46 30 08.     (N)    090 15 24.     (W)     SCALED    
 RM0010* NAVD 88     -       349.833  (meters)    1147.74   (feet)  ADJUSTED  
 RM0010  ___________________________________________________________________
 RM0010  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 RM0010  DYNAMIC HT  -         349.859 (meters)    1147.83  (feet)  COMP
 RM0010  MODELED GRAV-     980,677.2   (mgal)                       NAVD 88
 RM0010
 RM0010  VERT ORDER  -  FIRST     CLASS II
 RM0010
 RM0010.The horizontal coordinates were scaled from a topographic map and have
 RM0010.an estimated accuracy of +/- 6 seconds.
 RM0010
 RM0010.The orthometric height was determined by differential leveling
 RM0010.and adjusted by the National Geodetic Survey in June 1991..
 RM0010
 RM0010.The geoid height was determined by GEOID03.
 RM0010
 RM0010.The dynamic height is computed by dividing the NAVD 88
 RM0010.geopotential number by the normal gravity value computed on the
 RM0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0010.degrees latitude (g = 980.6199 gals.).
 RM0010
 RM0010.The modeled gravity was interpolated from observed gravity values.
 RM0010
 RM0010;                    North         East    Units  Estimated Accuracy
 RM0010;SPC WI N     -   148,470.      580,300.      MT  (+/- 180 meters Scaled)
 RM0010
 RM0010                          SUPERSEDED SURVEY CONTROL
 RM0010
 RM0010  NGVD 29 (??/??/92)  349.859  (m)         1147.83   (f) ADJ UNCH    1 2
 RM0010
 RM0010.Superseded values are not recommended for survey control.
 RM0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0010.See file dsdata.txt to determine how the superseded data were derived.
 RM0010
 RM0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM104535(NAD 83)
 RM0010_MARKER: DB = BENCH MARK DISK
 RM0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0010_STAMPING: F 15 1934
 RM0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0010+STABILITY: SURFACE MOTION
 RM0010
 RM0010  HISTORY     - Date     Condition        Report By
 RM0010  HISTORY     - 1934     MONUMENTED       CGS
 RM0010  HISTORY     - 1976     POOR             USGS
 RM0010  HISTORY     - 1982     MARK NOT FOUND   NGS
 RM0010  HISTORY     - 20050830 MARK NOT FOUND   WIDT
 RM0010
 RM0010                          STATION DESCRIPTION
 RM0010
 RM0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RM0010'8 MI E FROM SAXON.
 RM0010'ABOUT 8 MILES EAST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RM0010'RAILROAD FROM SAXON, IRON COUNTY, 23-1/2 RAILS WEST OF MILEPOST
 RM0010'304, AT A PRIVATE-ROAD CROSSING, 45 FEET SOUTH OF THE TRACK,
 RM0010'9 FEET WEST OF THE ROAD, AND 2 FEET NORTH OF THE RIGHT-OF-WAY
 RM0010'FENCE.  A STANDARD DISK, STAMPED F 15 1934 AND SET IN THE TOP
 RM0010'OF A CONCRETE POST.
 RM0010
 RM0010                          STATION RECOVERY (1976)
 RM0010
 RM0010'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 RM0010'MARK RECOVERED IN POOR CONDITION.
 RM0010
 RM0010                          STATION RECOVERY (1982)
 RM0010
 RM0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RM0010'NOT RECOVERED.  PROBABLY MOWED OUT.
 RM0010
 RM0010                          STATION RECOVERY (2005)
 RM0010
 RM0010'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RM0010'MARK NOT FOUND.  ADD--THE PULLED DIMENSIONS LEAD TO THE SIDE SLOPE OF
 RM0010'A GRAVEL LANE THAT HAS BEEN FILLED EXCESSIVELY WITH LARGER STONES TO
 RM0010'COMBAT THE EROSION OF THE LANE.  NO EVIDENCE OF STATION WAS RECOVERED.
 RM0010' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0405 ***********************************************************************
 RM0405  DESIGNATION -  F 150
 RM0405  PID         -  RM0405
 RM0405  STATE/COUNTY-  WI/DOUGLAS
 RM0405  USGS QUAD   -  GORDON (1982)
 RM0405
 RM0405                         *CURRENT SURVEY CONTROL
 RM0405  ___________________________________________________________________
 RM0405* NAD 83(1986)-  46 11 08.     (N)    091 47 55.     (W)     SCALED    
 RM0405* NAVD 88     -       325.599  (meters)    1068.24   (feet)  ADJUSTED  
 RM0405  ___________________________________________________________________
 RM0405  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 RM0405  DYNAMIC HT  -         325.631 (meters)    1068.34  (feet)  COMP
 RM0405  MODELED GRAV-     980,703.8   (mgal)                       NAVD 88
 RM0405
 RM0405  VERT ORDER  -  FIRST     CLASS II
 RM0405
 RM0405.The horizontal coordinates were scaled from a topographic map and have
 RM0405.an estimated accuracy of +/- 6 seconds.
 RM0405
 RM0405.The orthometric height was determined by differential leveling
 RM0405.and adjusted by the National Geodetic Survey in June 1991..
 RM0405
 RM0405.The geoid height was determined by GEOID03.
 RM0405
 RM0405.The dynamic height is computed by dividing the NAVD 88
 RM0405.geopotential number by the normal gravity value computed on the
 RM0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0405.degrees latitude (g = 980.6199 gals.).
 RM0405
 RM0405.The modeled gravity was interpolated from observed gravity values.
 RM0405
 RM0405;                    North         East    Units  Estimated Accuracy
 RM0405;SPC WI N     -   114,820.      461,160.      MT  (+/- 180 meters Scaled)
 RM0405
 RM0405                          SUPERSEDED SURVEY CONTROL
 RM0405
 RM0405.No superseded survey control is available for this station.
 RM0405
 RM0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM927153(NAD 83)
 RM0405_MARKER: DB = BENCH MARK DISK
 RM0405_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0405_SP_SET: STAINLESS STEEL ROD
 RM0405_STAMPING: F 150 1979
 RM0405_PROJECTION: FLUSH
 RM0405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0405_ROD/PIPE-DEPTH: 9.14 meters
 RM0405
 RM0405  HISTORY     - Date     Condition        Report By
 RM0405  HISTORY     - 1979     MONUMENTED       NGS
 RM0405  HISTORY     - 20041201 MARK NOT FOUND   WIDT
 RM0405  HISTORY     - 20041201 MARK NOT FOUND   WIDT
 RM0405
 RM0405                          STATION DESCRIPTION
 RM0405
 RM0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RM0405'0.75 MI NORTH FROM WASCOTT.
 RM0405'0.75 MILE NORTH ALONG U.S. HIGHWAY 53 FROM THE JUNCTION OF COUNTY ROAD
 RM0405'T IN WASCOTT, AT THE JUNCTION OF A ROAD LEADING EAST, 110 FT. NORTH OF
 RM0405'THE CENTERLINE OF THE ROAD, 70.8 FT. EAST OF THE CENTERLINE OF THE
 RM0405'HIGHWAY, 37.3 FT. WEST OF THE WEST RAIL OF THE SOO LINE RAILROAD,
 RM0405'11.8 FT. EAST OF A POWERLINE POLE WITH GUY WIRE.  DISK IS 4 INCHES
 RM0405'BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW
 RM0405'PLUG.
 RM0405'THE MARK IS 1 FT  N FROM A WITNESS POST.
 RM0405'THE MARK IS 4 FT ABOVE THE HIGHWAY.
 RM0405
 RM0405                          STATION RECOVERY (2004)
 RM0405
 RM0405'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 RM0405'MARK NOT FOUND.
 RM0405
 RM0405                          STATION RECOVERY (2004)
 RM0405
 RM0405'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 RM0405'RAILROAD REMOVED, HIGHWAY REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0437 ***********************************************************************
 RM0437  DESIGNATION -  F 151
 RM0437  PID         -  RM0437
 RM0437  STATE/COUNTY-  WI/DOUGLAS
 RM0437  USGS QUAD   -  POPLAR (1975)
 RM0437
 RM0437                         *CURRENT SURVEY CONTROL
 RM0437  ___________________________________________________________________
 RM0437* NAD 83(1986)-  46 30 11.     (N)    091 52 00.     (W)     SCALED    
 RM0437* NAVD 88     -       355.262  (meters)    1165.56   (feet)  ADJUSTED  
 RM0437  ___________________________________________________________________
 RM0437  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 RM0437  DYNAMIC HT  -         355.305 (meters)    1165.70  (feet)  COMP
 RM0437  MODELED GRAV-     980,722.5   (mgal)                       NAVD 88
 RM0437
 RM0437  VERT ORDER  -  FIRST     CLASS II
 RM0437
 RM0437.The horizontal coordinates were scaled from a topographic map and have
 RM0437.an estimated accuracy of +/- 6 seconds.
 RM0437
 RM0437.The orthometric height was determined by differential leveling
 RM0437.and adjusted by the National Geodetic Survey in June 1991..
 RM0437
 RM0437.The geoid height was determined by GEOID03.
 RM0437
 RM0437.The dynamic height is computed by dividing the NAVD 88
 RM0437.geopotential number by the normal gravity value computed on the
 RM0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0437.degrees latitude (g = 980.6199 gals.).
 RM0437
 RM0437.The modeled gravity was interpolated from observed gravity values.
 RM0437
 RM0437;                    North         East    Units  Estimated Accuracy
 RM0437;SPC WI N     -   150,220.      456,740.      MT  (+/- 180 meters Scaled)
 RM0437
 RM0437                          SUPERSEDED SURVEY CONTROL
 RM0437
 RM0437.No superseded survey control is available for this station.
 RM0437
 RM0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM869505(NAD 83)
 RM0437_MARKER: DB = BENCH MARK DISK
 RM0437_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0437_SP_SET: STAINLESS STEEL ROD
 RM0437_STAMPING: F 151 1979
 RM0437_PROJECTION: FLUSH
 RM0437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0437_ROD/PIPE-DEPTH: 12.2 meters
 RM0437
 RM0437  HISTORY     - Date     Condition        Report By
 RM0437  HISTORY     - 1979     MONUMENTED       NGS
 RM0437  HISTORY     - 19910618 GOOD             USPSQD
 RM0437
 RM0437                          STATION DESCRIPTION
 RM0437
 RM0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RM0437'0.3 MI WEST FROM HAWTHORNE.
 RM0437'0.3 MILE WEST ALONG COUNTY ROAD B FROM THE CHICAGO AND NORTHWESTERN
 RM0437'RAILROAD CROSSING IN HAWTHORNE, AT THE ENTRANCE DRIVE LEADING TO EFAW
 RM0437'PARK, AT THE NORTHWEST CORNER OF THE EFAW FAMILY STONE MONUMENT,
 RM0437'67.5 FT. SOUTH OF THE CENTERLINE OF THE ROAD, 30.0 FT. SOUTH OF THE
 RM0437'WEST END OF A CULVERT UNDER THE DRIVE, 19.4 FT. WEST OF THE CENTERLINE
 RM0437'OF THE ENTRANCE DRIVE, 2.4 FT. NORTH OF THE NORTHWEST CORNER OF THE
 RM0437'STONE MONUMENT.  DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD
 RM0437'THROUGH A 4-INCH PLASTIC SCREW PLUG.
 RM0437'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 RM0437
 RM0437                          STATION RECOVERY (1991)
 RM0437
 RM0437'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJK)
 RM0437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RN1094 ***********************************************************************
 RN1094  DESIGNATION -  F 152
 RN1094  PID         -  RN1094
 RN1094  STATE/COUNTY-  WI/DOUGLAS
 RN1094  USGS QUAD   -  SUPERIOR (1994)
 RN1094
 RN1094                         *CURRENT SURVEY CONTROL
 RN1094  ___________________________________________________________________
 RN1094* NAD 83(1986)-  46 42 11.     (N)    092 04 36.     (W)     SCALED    
 RN1094* NAVD 88     -       199.167  (meters)     653.43   (feet)  ADJUSTED  
 RN1094  ___________________________________________________________________
 RN1094  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 RN1094  DYNAMIC HT  -         199.192 (meters)     653.52  (feet)  COMP
 RN1094  MODELED GRAV-     980,735.4   (mgal)                       NAVD 88
 RN1094
 RN1094  VERT ORDER  -  FIRST     CLASS II
 RN1094
 RN1094.The horizontal coordinates were scaled from a topographic map and have
 RN1094.an estimated accuracy of +/- 6 seconds.
 RN1094
 RN1094.The orthometric height was determined by differential leveling
 RN1094.and adjusted by the National Geodetic Survey in June 1991..
 RN1094
 RN1094.The geoid height was determined by GEOID03.
 RN1094
 RN1094.The dynamic height is computed by dividing the NAVD 88
 RN1094.geopotential number by the normal gravity value computed on the
 RN1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN1094.degrees latitude (g = 980.6199 gals.).
 RN1094
 RN1094.The modeled gravity was interpolated from observed gravity values.
 RN1094
 RN1094;                    North         East    Units  Estimated Accuracy
 RN1094;SPC WI N     -   172,840.      441,200.      MT  (+/- 180 meters Scaled)
 RN1094
 RN1094                          SUPERSEDED SURVEY CONTROL
 RN1094
 RN1094.No superseded survey control is available for this station.
 RN1094
 RN1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM705725(NAD 83)
 RN1094_MARKER: DB = BENCH MARK DISK
 RN1094_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RN1094_SP_SET: STAINLESS STEEL ROD
 RN1094_STAMPING: F 152 1979
 RN1094_MARK LOGO: NGS   
 RN1094_PROJECTION: FLUSH
 RN1094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN1094_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN1094+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2003
 RN1094_ROD/PIPE-DEPTH: 9.14 meters
 RN1094
 RN1094  HISTORY     - Date     Condition        Report By
 RN1094  HISTORY     - 1979     MONUMENTED       NGS
 RN1094  HISTORY     - 1982     GOOD             NGS
 RN1094  HISTORY     - 20031025 GOOD             USPSQD
 RN1094
 RN1094                          STATION DESCRIPTION
 RN1094
 RN1094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RN1094'IN SUPERIOR.
 RN1094'IN SUPERIOR, AT THE JUNCTION OF HILL AVENUE AND RANDY JOHNSON STREET,
 RN1094'AT A GATE LEADING TO THE ANDERSON FUEL AND LUBRICANTS COMPANY,
 RN1094'38.6 FT. EAST OF THE CENTERLINE OF HILL AVENUE, 14.3 FT. SOUTH OF THE
 RN1094'SOUTH GATE POST, 1.0 FT. WEST OF A FENCE.  DISK IS 4 INCHES BELOW
 RN1094'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 RN1094'THE MARK IS 1 FT  W FROM A WITNESS POST.
 RN1094'THE MARK IS 1 FT ABOVE HILL AVENUE.
 RN1094
 RN1094                          STATION RECOVERY (1982)
 RN1094
 RN1094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RN1094'RECOVERED IN GOOD CONDITION.
 RN1094
 RN1094                          STATION RECOVERY (2003)
 RN1094
 RN1094'RECOVERY NOTE BY US POWER SQUADRON 2003 (JN)
 RN1094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO1386 ***********************************************************************
 QO1386  DESIGNATION -  F 153
 QO1386  PID         -  QO1386
 QO1386  STATE/COUNTY-  WI/ST CROIX
 QO1386  USGS QUAD   -  FOREST (1975)
 QO1386
 QO1386                         *CURRENT SURVEY CONTROL
 QO1386  ___________________________________________________________________
 QO1386* NAD 83(1986)-  45 10 02.     (N)    092 17 07.     (W)     SCALED    
 QO1386* NAVD 88     -       328.978  (meters)    1079.32   (feet)  ADJUSTED  
 QO1386  ___________________________________________________________________
 QO1386  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 QO1386  DYNAMIC HT  -         328.933 (meters)    1079.17  (feet)  COMP
 QO1386  MODELED GRAV-     980,472.5   (mgal)                       NAVD 88
 QO1386
 QO1386  VERT ORDER  -  FIRST     CLASS II
 QO1386
 QO1386.The horizontal coordinates were scaled from a topographic map and have
 QO1386.an estimated accuracy of +/- 6 seconds.
 QO1386
 QO1386.The orthometric height was determined by differential leveling
 QO1386.and adjusted by the National Geodetic Survey in June 1991..
 QO1386
 QO1386.The geoid height was determined by GEOID03.
 QO1386
 QO1386.The dynamic height is computed by dividing the NAVD 88
 QO1386.geopotential number by the normal gravity value computed on the
 QO1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1386.degrees latitude (g = 980.6199 gals.).
 QO1386
 QO1386.The modeled gravity was interpolated from observed gravity values.
 QO1386
 QO1386;                    North         East    Units  Estimated Accuracy
 QO1386;SPC WI C     -   150,750.      420,370.      MT  (+/- 180 meters Scaled)
 QO1386
 QO1386                          SUPERSEDED SURVEY CONTROL
 QO1386
 QO1386.No superseded survey control is available for this station.
 QO1386
 QO1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL561017(NAD 83)
 QO1386_MARKER: DB = BENCH MARK DISK
 QO1386_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QO1386_SP_SET: BRIDGE HEADWALL
 QO1386_STAMPING: F 153 1980
 QO1386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1386+STABILITY: SURFACE MOTION
 QO1386
 QO1386  HISTORY     - Date     Condition        Report By
 QO1386  HISTORY     - 1980     MONUMENTED       NGS
 QO1386  HISTORY     - 20040108 MARK NOT FOUND   WIDT
 QO1386
 QO1386                          STATION DESCRIPTION
 QO1386
 QO1386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QO1386'10.7 KM SOUTH FROM CLEAR LAKE.
 QO1386'10.7 KM (6.65 MI) SOUTH ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 QO1386'COUNTY ROAD JJ IN CLEAR LAKE, IN TOP OF THE SOUTH CONCRETE HEADWALL OF
 QO1386'A HIGHWAY BRIDGE OVER THE WILLOW RIVER, 5.8 M (19.0 FT) WEST OF THE
 QO1386'CENTERLINE OF THE HIGHWAY, 0.8 M (2.5 FT) SOUTHWEST OF A METAL BRIDGE
 QO1386'HANDRAIL, 0.9 M (3.0 FT) NORTHWEST OF THE NORTH END OF A GUARD RAIL,
 QO1386'0.3 M (1.0 FT) EAST OF THE WEST END OF THE HEADWALL.
 QO1386'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 QO1386
 QO1386                          STATION RECOVERY (2004)
 QO1386
 QO1386'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (MJB)
 QO1386'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO1357 ***********************************************************************
 QO1357  DESIGNATION -  F 154
 QO1357  PID         -  QO1357
 QO1357  STATE/COUNTY-  WI/ST CROIX
 QO1357  USGS QUAD   -  NEW RICHMOND SOUTH (1974)
 QO1357
 QO1357                         *CURRENT SURVEY CONTROL
 QO1357  ___________________________________________________________________
 QO1357* NAD 83(1986)-  45 02 07.     (N)    092 33 33.     (W)     SCALED    
 QO1357* NAVD 88     -       306.233  (meters)    1004.70   (feet)  ADJUSTED  
 QO1357  ___________________________________________________________________
 QO1357  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 QO1357  DYNAMIC HT  -         306.197 (meters)    1004.58  (feet)  COMP
 QO1357  MODELED GRAV-     980,490.8   (mgal)                       NAVD 88
 QO1357
 QO1357  VERT ORDER  -  FIRST     CLASS II
 QO1357
 QO1357.The horizontal coordinates were scaled from a topographic map and have
 QO1357.an estimated accuracy of +/- 6 seconds.
 QO1357
 QO1357.The orthometric height was determined by differential leveling
 QO1357.and adjusted by the National Geodetic Survey in June 1991..
 QO1357
 QO1357.The geoid height was determined by GEOID03.
 QO1357
 QO1357.The dynamic height is computed by dividing the NAVD 88
 QO1357.geopotential number by the normal gravity value computed on the
 QO1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1357.degrees latitude (g = 980.6199 gals.).
 QO1357
 QO1357.The modeled gravity was interpolated from observed gravity values.
 QO1357
 QO1357;                    North         East    Units  Estimated Accuracy
 QO1357;SPC WI C     -   136,740.      398,390.      MT  (+/- 180 meters Scaled)
 QO1357
 QO1357                          SUPERSEDED SURVEY CONTROL
 QO1357
 QO1357.No superseded survey control is available for this station.
 QO1357
 QO1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK347869(NAD 83)
 QO1357_MARKER: I = METAL ROD
 QO1357_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QO1357_SP_SET: STAINLESS STEEL ROD
 QO1357_STAMPING: F 154 1980
 QO1357_PROJECTION: FLUSH
 QO1357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1357+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2003
 QO1357_ROD/PIPE-DEPTH: 6.4  meters
 QO1357
 QO1357  HISTORY     - Date     Condition        Report By
 QO1357  HISTORY     - 1980     MONUMENTED       NGS
 QO1357  HISTORY     - 20031116 GOOD             USPSQD
 QO1357
 QO1357                          STATION DESCRIPTION
 QO1357
 QO1357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QO1357'11.6 KM SOUTH FROM NEW RICHMOND.
 QO1357'9.9 KM (6.15 MI) SOUTH ALONG STATE HIGHWAY 65 FROM THE SOUTH END OF
 QO1357'THE HIGHWAY BRIDGE OVER THE WILLOW RIVER IN NEW RICHMOND, THENCE
 QO1357'1.7 KM (1.05 MI) WEST ALONG COUNTY ROAD E, AT THE JUNCTION OF A PAVED
 QO1357'ROAD, IN LINE WITH OVERHEAD HIGH VOLTAGE LINES, 13.6 M (45.0 FT) SOUTH
 QO1357'OF THE CENTERLINE OF THE COUNTY ROAD, 35.5 M (117 FT) WEST OF THE
 QO1357'CENTERLINE OF THE PAVED ROAD, 1.6 M (5.2 FT) EAST OF POWERLINE POLE
 QO1357'NUMBER 1037, 28.5 M (94.0 FT) WEST OF THE WEST END OF A 90-CM METAL
 QO1357'PIPE CULVERT.
 QO1357'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 QO1357'THE MARK IS 0.6 M BELOW THE ROAD.
 QO1357
 QO1357                          STATION RECOVERY (2003)
 QO1357
 QO1357'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 QO1357'RECOVERED IN GOOD CONDITION.  NOTE-- THE PAVED ROAD IN THE 1980
 QO1357'DESCRIPTION IS 120TH ST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0441 ***********************************************************************
 RM0441  DESIGNATION -  F 155
 RM0441  PID         -  RM0441
 RM0441  STATE/COUNTY-  WI/DOUGLAS
 RM0441  USGS QUAD   -  SOUTH RANGE (1975)
 RM0441
 RM0441                         *CURRENT SURVEY CONTROL
 RM0441  ___________________________________________________________________
 RM0441* NAD 83(1986)-  46 31 22.     (N)    091 55 50.     (W)     SCALED    
 RM0441* NAVD 88     -       343.745  (meters)    1127.77   (feet)  ADJUSTED  
 RM0441  ___________________________________________________________________
 RM0441  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 RM0441  DYNAMIC HT  -         343.785 (meters)    1127.90  (feet)  COMP
 RM0441  MODELED GRAV-     980,719.9   (mgal)                       NAVD 88
 RM0441
 RM0441  VERT ORDER  -  FIRST     CLASS II
 RM0441
 RM0441.The horizontal coordinates were scaled from a topographic map and have
 RM0441.an estimated accuracy of +/- 6 seconds.
 RM0441
 RM0441.The orthometric height was determined by differential leveling
 RM0441.and adjusted by the National Geodetic Survey in June 1991..
 RM0441
 RM0441.The geoid height was determined by GEOID03.
 RM0441
 RM0441.The dynamic height is computed by dividing the NAVD 88
 RM0441.geopotential number by the normal gravity value computed on the
 RM0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0441.degrees latitude (g = 980.6199 gals.).
 RM0441
 RM0441.The modeled gravity was interpolated from observed gravity values.
 RM0441
 RM0441;                    North         East    Units  Estimated Accuracy
 RM0441;SPC WI N     -   152,530.      451,890.      MT  (+/- 180 meters Scaled)
 RM0441
 RM0441                          SUPERSEDED SURVEY CONTROL
 RM0441
 RM0441.No superseded survey control is available for this station.
 RM0441
 RM0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM820526(NAD 83)
 RM0441_MARKER: I = METAL ROD
 RM0441_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RM0441_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RM0441_STAMPING: F 155 1979
 RM0441_PROJECTION: FLUSH
 RM0441_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RM0441+STABILITY: POSITION/ELEVATION WELL
 RM0441_ROD/PIPE-DEPTH: 12.2 meters
 RM0441_SLEEVE-DEPTH  : 7.01 meters
 RM0441
 RM0441  HISTORY     - Date     Condition        Report By
 RM0441  HISTORY     - 1979     MONUMENTED       NGS
 RM0441  HISTORY     - 19920817 MARK NOT FOUND   USPSQD
 RM0441
 RM0441                          STATION DESCRIPTION
 RM0441
 RM0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RM0441'4.8 MI NW FROM HAWTHORNE.
 RM0441'3.5 MILES WEST ALONG COUNTY ROAD B FROM THE CHICAGO AND NORTHWESTERN
 RM0441'RAILROAD CROSSING IN HAWTHORNE, THENCE 1.35 MILES NORTH ALONG RANGE
 RM0441'LINE ROAD, AT DRIVE HA 227, AT THE RESIDENCE OF H.W. BRACE, 125 FT.
 RM0441'EAST OF THE CENTERLINE OF THE ROAD, 40.0 FT. SOUTHEAST OF THE
 RM0441'SOUTHEAST CORNER OF A HOUSE, 6.0 FT. EAST OF A POWERLINE POLE WITH A
 RM0441'GUY WIRE AND METER, 26.0 FT. NORTHWEST OF A FENCE CORNER BY A METAL
 RM0441'GATE, 8.0 FT. SOUTHWEST OF A GUY WIRE ANCHOR.  DATUM POINT IS 4 INCHES
 RM0441'BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 5-INCH LOGO CAP.
 RM0441'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 RM0441
 RM0441                          STATION RECOVERY (1992)
 RM0441
 RM0441'RECOVERY NOTE BY US POWER SQUADRON 1992 (LJK)
 RM0441'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0180 ***********************************************************************
 RM0180  DESIGNATION -  F 17
 RM0180  PID         -  RM0180
 RM0180  STATE/COUNTY-  WI/ASHLAND
 RM0180  USGS QUAD   -  MARENGO (1984)
 RM0180
 RM0180                         *CURRENT SURVEY CONTROL
 RM0180  ___________________________________________________________________
 RM0180* NAD 83(1986)-  46 26 52.     (N)    090 49 18.     (W)     SCALED    
 RM0180* NAVD 88     -       245.872  (meters)     806.67   (feet)  ADJUSTED  
 RM0180  ___________________________________________________________________
 RM0180  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 RM0180  DYNAMIC HT  -         245.878 (meters)     806.68  (feet)  COMP
 RM0180  MODELED GRAV-     980,635.7   (mgal)                       NAVD 88
 RM0180
 RM0180  VERT ORDER  -  SECOND    CLASS 0
 RM0180
 RM0180.The horizontal coordinates were scaled from a topographic map and have
 RM0180.an estimated accuracy of +/- 6 seconds.
 RM0180
 RM0180.The orthometric height was determined by differential leveling
 RM0180.and adjusted by the National Geodetic Survey in June 1991..
 RM0180
 RM0180.The geoid height was determined by GEOID03.
 RM0180
 RM0180.The dynamic height is computed by dividing the NAVD 88
 RM0180.geopotential number by the normal gravity value computed on the
 RM0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0180.degrees latitude (g = 980.6199 gals.).
 RM0180
 RM0180.The modeled gravity was interpolated from observed gravity values.
 RM0180
 RM0180;                    North         East    Units  Estimated Accuracy
 RM0180;SPC WI N     -   142,720.      536,870.      MT  (+/- 180 meters Scaled)
 RM0180
 RM0180                          SUPERSEDED SURVEY CONTROL
 RM0180
 RM0180  NGVD 29 (??/??/92)  245.884  (m)          806.70   (f) ADJ UNCH    2 0
 RM0180
 RM0180.Superseded values are not recommended for survey control.
 RM0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0180.See file dsdata.txt to determine how the superseded data were derived.
 RM0180
 RM0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM673461(NAD 83)
 RM0180_MARKER: DB = BENCH MARK DISK
 RM0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0180_STAMPING: F 17 1934
 RM0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0180+STABILITY: SURFACE MOTION
 RM0180
 RM0180  HISTORY     - Date     Condition        Report By
 RM0180  HISTORY     - 1934     MONUMENTED       CGS
 RM0180  HISTORY     - 1966     MARK NOT FOUND   USGS
 RM0180  HISTORY     - 20041207 MARK NOT FOUND   WIDT
 RM0180
 RM0180                          STATION DESCRIPTION
 RM0180
 RM0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RM0180'1.7 MI N FROM MARENGO.
 RM0180'1.7 MILES NORTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 RM0180'MARIE RAILWAY FROM MARENGO, ASHLAND COUNTY, 2 POLES NORTH OF
 RM0180'MILEPOST 424, AT THE NORTH END OF THE RAILRAOD YARD KNOWN AS
 RM0180'MARENGO JUNCTION, AND AT THE TRAIN ORDER BOOTH.  A STANDARD
 RM0180'DISK, STAMPED F 17 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RM0180
 RM0180                          STATION RECOVERY (1966)
 RM0180
 RM0180'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 RM0180'MARK NOT FOUND.
 RM0180
 RM0180                          STATION RECOVERY (2004)
 RM0180
 RM0180'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 RM0180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0310 ***********************************************************************
 QL0310  DESIGNATION -  F 18
 QL0310  PID         -  QL0310
 QL0310  STATE/COUNTY-  WI/MARINETTE
 QL0310  USGS QUAD   -  WAUSAUKEE SOUTH (1982)
 QL0310
 QL0310                         *CURRENT SURVEY CONTROL
 QL0310  ___________________________________________________________________
 QL0310* NAD 83(1986)-  45 18 57.     (N)    087 59 25.     (W)     SCALED    
 QL0310* NAVD 88     -       225.755  (meters)     740.66   (feet)  ADJUSTED  
 QL0310  ___________________________________________________________________
 QL0310  GEOID HEIGHT-         -36.01  (meters)                     GEOID03
 QL0310  DYNAMIC HT  -         225.740 (meters)     740.62  (feet)  COMP
 QL0310  MODELED GRAV-     980,546.0   (mgal)                       NAVD 88
 QL0310
 QL0310  VERT ORDER  -  SECOND    CLASS 0
 QL0310
 QL0310.The horizontal coordinates were scaled from a topographic map and have
 QL0310.an estimated accuracy of +/- 6 seconds.
 QL0310
 QL0310.The orthometric height was determined by differential leveling
 QL0310.and adjusted by the National Geodetic Survey in June 1991..
 QL0310
 QL0310.The geoid height was determined by GEOID03.
 QL0310
 QL0310.The dynamic height is computed by dividing the NAVD 88
 QL0310.geopotential number by the normal gravity value computed on the
 QL0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0310.degrees latitude (g = 980.6199 gals.).
 QL0310
 QL0310.The modeled gravity was interpolated from observed gravity values.
 QL0310
 QL0310;                    North         East    Units  Estimated Accuracy
 QL0310;SPC WI C     -   166,690.      757,570.      MT  (+/- 180 meters Scaled)
 QL0310
 QL0310                          SUPERSEDED SURVEY CONTROL
 QL0310
 QL0310  NGVD 29 (??/??/92)  225.777  (m)          740.74   (f) ADJ UNCH    2 0
 QL0310
 QL0310.Superseded values are not recommended for survey control.
 QL0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0310.See file dsdata.txt to determine how the superseded data were derived.
 QL0310
 QL0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR223185(NAD 83)
 QL0310_MARKER: DB = BENCH MARK DISK
 QL0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0310_STAMPING: F 18 1934
 QL0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0310+STABILITY: SURFACE MOTION
 QL0310
 QL0310  HISTORY     - Date     Condition        Report By
 QL0310  HISTORY     - 1934     MONUMENTED       CGS
 QL0310
 QL0310                          STATION DESCRIPTION
 QL0310
 QL0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QL0310'1.7 MI N FROM MIDDLE INLET.
 QL0310'1.7 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QL0310'PACIFIC RAILROAD FROM MIDDLE INLET, MARINETTE COUNTY, 110 YARDS
 QL0310'NORTH OF MILEPOST 254, AT THE NORTH END OF A CURVE, AT A PORTION
 QL0310'OF THE TRACK PARALLELING U.S. HIGHWAY 141, 55 YARDS NORTH OF THE
 QL0310'CENTER OF A FARM-ROAD CROSSING, 10 YARDS EAST OF THE CENTERLINE
 QL0310'OF THE TRACK, AND 1 YARD EAST OF A POLE.  A STANDARD DISK,
 QL0310'STAMPED F 18 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0145 ***********************************************************************
 QM0145  DESIGNATION -  F 2
 QM0145  PID         -  QM0145
 QM0145  STATE/COUNTY-  WI/FOREST
 QM0145  USGS QUAD   -  LAONA (1972)
 QM0145
 QM0145                         *CURRENT SURVEY CONTROL
 QM0145  ___________________________________________________________________
 QM0145* NAD 83(1986)-  45 33 52.     (N)    088 40 29.     (W)     SCALED    
 QM0145* NAVD 88     -       481.576  (meters)    1579.97   (feet)  ADJUSTED  
 QM0145  ___________________________________________________________________
 QM0145  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 QM0145  DYNAMIC HT  -         481.539 (meters)    1579.85  (feet)  COMP
 QM0145  MODELED GRAV-     980,524.1   (mgal)                       NAVD 88
 QM0145
 QM0145  VERT ORDER  -  FIRST     CLASS II
 QM0145
 QM0145.The horizontal coordinates were scaled from a topographic map and have
 QM0145.an estimated accuracy of +/- 6 seconds.
 QM0145
 QM0145.The orthometric height was determined by differential leveling
 QM0145.and adjusted by the National Geodetic Survey in June 1991..
 QM0145
 QM0145.The geoid height was determined by GEOID03.
 QM0145
 QM0145.The dynamic height is computed by dividing the NAVD 88
 QM0145.geopotential number by the normal gravity value computed on the
 QM0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0145.degrees latitude (g = 980.6199 gals.).
 QM0145
 QM0145.The modeled gravity was interpolated from observed gravity values.
 QM0145
 QM0145;                    North         East    Units  Estimated Accuracy
 QM0145;SPC WI N     -    45,070.      703,460.      MT  (+/- 180 meters Scaled)
 QM0145
 QM0145                          SUPERSEDED SURVEY CONTROL
 QM0145
 QM0145  NGVD 29 (??/??/92)  481.559  (m)         1579.91   (f) ADJ UNCH    1 2
 QM0145
 QM0145.Superseded values are not recommended for survey control.
 QM0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0145.See file dsdata.txt to determine how the superseded data were derived.
 QM0145
 QM0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR693470(NAD 83)
 QM0145_MARKER: DB = BENCH MARK DISK
 QM0145_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 QM0145_SP_SET: BUILDING FOUNDATION
 QM0145_STAMPING: F 2 1922 ELEV. 1579.915 FT.
 QM0145_MARK LOGO: CGS   
 QM0145_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QM0145+STABILITY: POSITION/ELEVATION WELL
 QM0145_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0145+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2005
 QM0145
 QM0145  HISTORY     - Date     Condition        Report By
 QM0145  HISTORY     - 1922     MONUMENTED       CGS
 QM0145  HISTORY     - 1934     GOOD             NGS
 QM0145  HISTORY     - 1985     GOOD             NGS
 QM0145  HISTORY     - 20021210 GOOD             USPSQD
 QM0145  HISTORY     - 20040325 GOOD             USPSQD
 QM0145  HISTORY     - 20051116 GOOD             WIDT
 QM0145
 QM0145                          STATION DESCRIPTION
 QM0145
 QM0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QM0145'AT LAONA.
 QM0145'AT LAONA, FOREST COUNTY, ON MILL STREET, OPPOSITE LAONA HIGH
 QM0145'SCHOOL, 93 YARDS WEST OF THE CHICAGO AND NORTH WESTERN RAILWAY,
 QM0145'AT THE SOUTHEAST CORNER OF THE LAONA WISCONSIN STATE BANK
 QM0145'BUILDING, IN THE SANDSTONE FOUNDATION COURSE, 1 FOOT FROM THE
 QM0145'EAST SIDE, AND 15 INCHES ABOVE GROUND.  A STANDARD DISK, STAMPED
 QM0145'ELEV. 1579.915 FT. F 2 1922 AND SET VERTICALLY.
 QM0145
 QM0145                          STATION RECOVERY (1985)
 QM0145
 QM0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0145'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN LAONA, AT
 QM0145'4908 MILLS STREET, SET VERTICALLY IN THE SOUTH FACE OF THE CONCRETE
 QM0145'FOUNDATION WALL OF THE NAILS AND NAILS BEAUTY SHOP (OLD LAONA STATE
 QM0145'BANK BUILDING), AND 0.3 M (1.0 FT) WEST OF THE SOUTHEAST CORNER OF THE
 QM0145'BUILDING.
 QM0145'THE MARK IS 0.6 M ABOVE THE SIDEWALK.
 QM0145
 QM0145                          STATION RECOVERY (2002)
 QM0145
 QM0145'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 QM0145'RECOVERED IN GOOD CONDITION.  THE PROPERTY IS NOW
 QM0145'OWNED BY NICOLET HARDWOODS COMPANY.
 QM0145
 QM0145                          STATION RECOVERY (2004)
 QM0145
 QM0145'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0145'RECOVERED IN GOOD CONDITION.
 QM0145
 QM0145                          STATION RECOVERY (2005)
 QM0145
 QM0145'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0145'RECOVERED IN GOOD CONDITION. CONCUR WITH 2002 RECOVERY NOTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0179 ***********************************************************************
 PM0179  DESIGNATION -  F 20
 PM0179  PID         -  PM0179
 PM0179  STATE/COUNTY-  WI/KEWAUNEE
 PM0179  USGS QUAD   -  CASCO (1978)
 PM0179
 PM0179                         *CURRENT SURVEY CONTROL
 PM0179  ___________________________________________________________________
 PM0179* NAD 83(1986)-  44 34 05.     (N)    087 35 16.     (W)     SCALED    
 PM0179* NAVD 88     -       229.789  (meters)     753.90   (feet)  ADJUSTED  
 PM0179  ___________________________________________________________________
 PM0179  GEOID HEIGHT-         -36.28  (meters)                     GEOID03
 PM0179  DYNAMIC HT  -         229.761 (meters)     753.81  (feet)  COMP
 PM0179  MODELED GRAV-     980,490.7   (mgal)                       NAVD 88
 PM0179
 PM0179  VERT ORDER  -  FIRST     CLASS II
 PM0179
 PM0179.The horizontal coordinates were scaled from a topographic map and have
 PM0179.an estimated accuracy of +/- 6 seconds.
 PM0179
 PM0179.The orthometric height was determined by differential leveling
 PM0179.and adjusted by the National Geodetic Survey in June 1991..
 PM0179
 PM0179.The geoid height was determined by GEOID03.
 PM0179
 PM0179.The dynamic height is computed by dividing the NAVD 88
 PM0179.geopotential number by the normal gravity value computed on the
 PM0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0179.degrees latitude (g = 980.6199 gals.).
 PM0179
 PM0179.The modeled gravity was interpolated from observed gravity values.
 PM0179
 PM0179;                    North         East    Units  Estimated Accuracy
 PM0179;SPC WI C     -    84,490.      791,580.      MT  (+/- 180 meters Scaled)
 PM0179
 PM0179                          SUPERSEDED SURVEY CONTROL
 PM0179
 PM0179  NGVD 29 (??/??/92)  229.816  (m)          753.99   (f) ADJ UNCH    1 2
 PM0179
 PM0179.Superseded values are not recommended for survey control.
 PM0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0179.See file dsdata.txt to determine how the superseded data were derived.
 PM0179
 PM0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ533351(NAD 83)
 PM0179_MARKER: DB = BENCH MARK DISK
 PM0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PM0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0179+STABILITY: SURFACE MOTION
 PM0179_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0179+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2005
 PM0179
 PM0179  HISTORY     - Date     Condition        Report By
 PM0179  HISTORY     - UNK      MONUMENTED       CGS
 PM0179  HISTORY     - 1934     GOOD             NGS
 PM0179  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 PM0179  HISTORY     - 20030525 MARK NOT FOUND   USPSQD
 PM0179  HISTORY     - 20050720 GOOD             WIDT
 PM0179
 PM0179                          STATION DESCRIPTION
 PM0179
 PM0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PM0179'1.8 MI NE FROM CASCO.
 PM0179'1.8 MILES NORTHEAST 27 RAILS NORTHEAST OF MILE POST 27.
 PM0179'20 FT EAST OF CENTER LINE OF G.B. AND W. R.R. TRACK.  27 FT
 PM0179'NORTHEAST OF COUNTY ROAD.  1 FT. WEST OF FENCE LINE.  12 FT.
 PM0179'NORTH OF TELEPHONE POLE.  ABOUT 500 FT NORTH OF A LARGE FRAME
 PM0179'BARN.
 PM0179
 PM0179                          STATION RECOVERY (1987)
 PM0179
 PM0179'RECOVERY NOTE BY US POWER SQUADRON 1987 (AB)
 PM0179'MARK NOT FOUND.
 PM0179
 PM0179                          STATION RECOVERY (2003)
 PM0179
 PM0179'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0179'NOT FOUND.  NOTE-- GO 0.5 MILE NORTH OF HIGHWAY 54 ON PLEASANT ROAD
 PM0179'(NORTHERN EXTENSION OF CTH E) TO THE SNOWMOBILE TRAIL.  A WHITE METAL
 PM0179'WITNESS POST IS ATTACHED TO UTILITY POLE NUMBERED 2424-9E23.
 PM0179
 PM0179                          STATION RECOVERY (2005)
 PM0179
 PM0179'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0179'RECOVERED IN GOOD CONDITION, ADD-THE STATION IS AT THE JUNCTION OF THE
 PM0179'AHNAPEE RECREATIONAL TRAIL AND PLEASANT ROAD, 9.8 M EAST OF PLEASANT
 PM0179'ROAD, 6.8 M SOUTH OF THE CENTERLINE OF THE AHNAPEE RECREATIONAL TRAIL,
 PM0179'6.5 M SOUTHWEST OF THE SOUTHERLY TRAIL MARKER --STOP-- SIGN ON THE
 PM0179'SOUTHEAST SIDE OF THE TRAIL,
 PM0179'1.4 M NORTHEAST OF AN UNNUMBERED TELEPHONE PEDESTAL, 0.9 M NORTHEAST
 PM0179'OF A POWER POLE --2424-9E23-- WITH A WHITE METAL WITNESS SIGN ATTACHED
 PM0179'TO THE POLE, 0.4 M WEST OF AN ORANGE FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0552 ***********************************************************************
 RM0552  DESIGNATION -  F 208
 RM0552  PID         -  RM0552
 RM0552  STATE/COUNTY-  WI/BAYFIELD
 RM0552  USGS QUAD   -  MOQUAH (1975)
 RM0552
 RM0552                         *CURRENT SURVEY CONTROL
 RM0552  ___________________________________________________________________
 RM0552* NAD 83(1986)-  46 32 30.     (N)    091 03 01.     (W)     SCALED    
 RM0552* NAVD 88     -       241.453  (meters)     792.17   (feet)  ADJUSTED  
 RM0552  ___________________________________________________________________
 RM0552  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 RM0552  DYNAMIC HT  -         241.459 (meters)     792.19  (feet)  COMP
 RM0552  MODELED GRAV-     980,633.3   (mgal)                       NAVD 88
 RM0552
 RM0552  VERT ORDER  -  FIRST     CLASS II
 RM0552
 RM0552.The horizontal coordinates were scaled from a topographic map and have
 RM0552.an estimated accuracy of +/- 6 seconds.
 RM0552
 RM0552.The orthometric height was determined by differential leveling
 RM0552.and adjusted by the National Geodetic Survey in June 1991..
 RM0552
 RM0552.The geoid height was determined by GEOID03.
 RM0552
 RM0552.The dynamic height is computed by dividing the NAVD 88
 RM0552.geopotential number by the normal gravity value computed on the
 RM0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0552.degrees latitude (g = 980.6199 gals.).
 RM0552
 RM0552.The modeled gravity was interpolated from observed gravity values.
 RM0552
 RM0552;                    North         East    Units  Estimated Accuracy
 RM0552;SPC WI N     -   153,360.      519,450.      MT  (+/- 180 meters Scaled)
 RM0552
 RM0552                          SUPERSEDED SURVEY CONTROL
 RM0552
 RM0552.No superseded survey control is available for this station.
 RM0552
 RM0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM494560(NAD 83)
 RM0552_MARKER: I = METAL ROD
 RM0552_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RM0552_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RM0552_STAMPING: F 208 1982
 RM0552_MARK LOGO: NGS   
 RM0552_PROJECTION: RECESSED 3 CENTIMETERS
 RM0552_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RM0552+STABILITY: POSITION/ELEVATION WELL
 RM0552_ROD/PIPE-DEPTH: 13.4 meters
 RM0552_SLEEVE-DEPTH  : 6.0 meters
 RM0552
 RM0552  HISTORY     - Date     Condition        Report By
 RM0552  HISTORY     - 1982     MONUMENTED       NGS
 RM0552
 RM0552                          STATION DESCRIPTION
 RM0552
 RM0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0552'15.0 KM (9.35 MI) SW FROM ASHLAND.
 RM0552'15.0 KM (9.35 MI) SOUTHWEST ALONG U.S. HIGHWAY 2 FROM THE COURTHOUSE
 RM0552'IN ASHLAND AND ALSO, 0.25 KM (0.15 MI) NORTHEAST ALONG U.S. HIGHWAY 2
 RM0552'FROM THE JUNCTION OF U.S. HIGHWAY 63 SOUTH, SET IN THE LAWN BEHIND THE
 RM0552'SECHEN MOBIL SERVICE STATION BETWEEN THE STATION AND A THREE CAR
 RM0552'GARAGE AND STORAGE BUILDING, 50.2 METERS (165.0 FT) NORTHWEST OF THE
 RM0552'CENTERLINE OF HIGHWAY 2, 24.6 METERS (81.0 FT) EAST OF THE NORTHEAST
 RM0552'CORNER OF EDD SECHENS HOME GARAGE, 7.6 METERS (25.0 FT) NORTHEAST OF
 RM0552'THE NORTHWEST CORNER OF THE SERVICE STATION BUILDING, 9.4 METERS (31.0
 RM0552'FT) NORTHWEST OF THE NORTHEAST CORNER OF THE BUILDING, 5.7 METERS
 RM0552'(19.0 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF THE THREE CAR GARAGE
 RM0552'AND STORAGE BUILDING, 5.0 METERS (16.5 FT) NORTH OF THE NORTH FACE OF
 RM0552'THE SERVICE STATION BUILDING.
 RM0552'THE MARK IS 0.6 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0502 ***********************************************************************
 RM0502  DESIGNATION -  F 209
 RM0502  PID         -  RM0502
 RM0502  STATE/COUNTY-  WI/DOUGLAS
 RM0502  USGS QUAD   -  POPLAR (1975)
 RM0502
 RM0502                         *CURRENT SURVEY CONTROL
 RM0502  ___________________________________________________________________
 RM0502* NAD 83(1986)-  46 35 20.     (N)    091 48 27.     (W)     SCALED    
 RM0502* NAVD 88     -       292.191  (meters)     958.63   (feet)  ADJUSTED  
 RM0502  ___________________________________________________________________
 RM0502  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 RM0502  DYNAMIC HT  -         292.225 (meters)     958.74  (feet)  COMP
 RM0502  MODELED GRAV-     980,719.4   (mgal)                       NAVD 88
 RM0502
 RM0502  VERT ORDER  -  FIRST     CLASS II
 RM0502
 RM0502.The horizontal coordinates were scaled from a topographic map and have
 RM0502.an estimated accuracy of +/- 6 seconds.
 RM0502
 RM0502.The orthometric height was determined by differential leveling
 RM0502.and adjusted by the National Geodetic Survey in June 1991..
 RM0502
 RM0502.The geoid height was determined by GEOID03.
 RM0502
 RM0502.The dynamic height is computed by dividing the NAVD 88
 RM0502.geopotential number by the normal gravity value computed on the
 RM0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0502.degrees latitude (g = 980.6199 gals.).
 RM0502
 RM0502.The modeled gravity was interpolated from observed gravity values.
 RM0502
 RM0502;                    North         East    Units  Estimated Accuracy
 RM0502;SPC WI N     -   159,650.      461,490.      MT  (+/- 180 meters Scaled)
 RM0502
 RM0502                          SUPERSEDED SURVEY CONTROL
 RM0502
 RM0502.No superseded survey control is available for this station.
 RM0502
 RM0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM913601(NAD 83)
 RM0502_MARKER: I = METAL ROD
 RM0502_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0502_SP_SET: STAINLESS STEEL ROD
 RM0502_STAMPING: F 209 1982
 RM0502_MARK LOGO: NGS   
 RM0502_PROJECTION: FLUSH
 RM0502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0502_ROD/PIPE-DEPTH: 7.3  meters
 RM0502
 RM0502  HISTORY     - Date     Condition        Report By
 RM0502  HISTORY     - 1982     MONUMENTED       NGS
 RM0502  HISTORY     - 20031030 POOR             USPSQD
 RM0502  HISTORY     - 20041127 POOR             USPSQD
 RM0502
 RM0502                          STATION DESCRIPTION
 RM0502
 RM0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0502'0.8 KM (0.5 MI) NW FROM POPLAR.
 RM0502'0.8 KM (0.5 MI) NORTHWEST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE IN
 RM0502'POPLAR, SET AT THE PEACE LUTHERN CHURCH, IN LINE WITH THE FRONT OF THE
 RM0502'CHURCH, 1.0 METER (3.5 FT) NORTHWEST OF THE WEST CORNER OF THE CHURCH,
 RM0502'AND 8.2 METERS (27.0 FT) NORTHWEST OF THE CENTER OF THE TWO MAIN DOORS
 RM0502'OF THE CHURCH.
 RM0502'THE MARK IS ABOVE LEVEL WITH BLACKTOP DRIVE.
 RM0502
 RM0502                          STATION RECOVERY (2003)
 RM0502
 RM0502'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0502'RECOVERED IN POOR CONDITION.  THE CONCRETE SLEEVE IS EXPOSED AND
 RM0502'LEANING TOWARD THE NORTHWEST.  ADD-- THE STATION IS 0.3 MILE WEST OF
 RM0502'COUNTY HIGHWAY D ON THE NORTH SIDE OF HIGHWAY 2.
 RM0502
 RM0502                          STATION RECOVERY (2004)
 RM0502
 RM0502'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0502'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0068 ***********************************************************************
 PM0068  DESIGNATION -  F 21
 PM0068  PID         -  PM0068
 PM0068  STATE/COUNTY-  WI/DOOR
 PM0068  USGS QUAD   -  INSTITUTE (1981)
 PM0068
 PM0068                         *CURRENT SURVEY CONTROL
 PM0068  ___________________________________________________________________
 PM0068* NAD 83(1997)-  44 58 49.36762(N)    087 19 45.93072(W)     ADJUSTED  
 PM0068* NAVD 88     -       235.638  (meters)     773.09   (feet)  ADJUSTED  
 PM0068  ___________________________________________________________________
 PM0068  X           -     210,568.510 (meters)                     COMP
 PM0068  Y           -  -4,514,364.736 (meters)                     COMP
 PM0068  Z           -   4,485,946.821 (meters)                     COMP
 PM0068  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 PM0068  ELLIP HEIGHT-         198.71  (meters)          (09/30/02) GPS OBS
 PM0068  GEOID HEIGHT-         -36.92  (meters)                     GEOID03
 PM0068  DYNAMIC HT  -         235.618 (meters)     773.02  (feet)  COMP
 PM0068  MODELED GRAV-     980,524.3   (mgal)                       NAVD 88
 PM0068
 PM0068  HORZ ORDER  -  FIRST
 PM0068  VERT ORDER  -  FIRST     CLASS II
 PM0068  ELLP ORDER  -  FOURTH    CLASS I
 PM0068
 PM0068.The horizontal coordinates were established by GPS observations
 PM0068.and adjusted by the National Geodetic Survey in September 2002..
 PM0068
 PM0068.The orthometric height was determined by differential leveling
 PM0068.and adjusted by the National Geodetic Survey in June 1991..
 PM0068
 PM0068.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PM0068
 PM0068.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0068
 PM0068.The ellipsoidal height was determined by GPS observations
 PM0068.and is referenced to NAD 83.
 PM0068
 PM0068.The geoid height was determined by GEOID03.
 PM0068
 PM0068.The dynamic height is computed by dividing the NAVD 88
 PM0068.geopotential number by the normal gravity value computed on the
 PM0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0068.degrees latitude (g = 980.6199 gals.).
 PM0068
 PM0068.The modeled gravity was interpolated from observed gravity values.
 PM0068
 PM0068;                    North         East     Units Scale Factor Converg.
 PM0068;SPC WI C     -   130,921.960   810,588.114   MT  0.99994236   +1 53 03.5
 PM0068;SPC WI C     -   429,533.13  2,659,404.50   sFT  0.99994236   +1 53 03.5
 PM0068;UTM  16      - 4,980,823.637   474,027.395   MT  0.99960829   -0 13 58.3
 PM0068
 PM0068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0068!SPC WI C     -   0.99996885  x   0.99994236  =   0.99991121
 PM0068!UTM  16      -   0.99996885  x   0.99960829  =   0.99957715
 PM0068
 PM0068                          SUPERSEDED SURVEY CONTROL
 PM0068
 PM0068  NAD 83(1991)-  44 58 49.36666(N)    087 19 45.92970(W) AD(       ) 1
 PM0068  ELLIP H (08/19/91)  198.79   (m)                       GP(       ) 4 1
 PM0068  NGVD 29 (??/??/92)  235.667  (m)          773.18   (f) ADJ UNCH    1 2
 PM0068
 PM0068.Superseded values are not recommended for survey control.
 PM0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0068.See file dsdata.txt to determine how the superseded data were derived.
 PM0068
 PM0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ7402780824(NAD 83)
 PM0068_MARKER: DB = BENCH MARK DISK
 PM0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0068_SP_SET: CONCRETE POST
 PM0068_STAMPING: F 21 1934
 PM0068_MARK LOGO: CGS   
 PM0068_MAGNETIC: N = NO MAGNETIC MATERIAL
 PM0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0068+STABILITY: SURFACE MOTION
 PM0068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0068+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1990
 PM0068
 PM0068  HISTORY     - Date     Condition        Report By
 PM0068  HISTORY     - 1934     MONUMENTED       CGS
 PM0068  HISTORY     - 1934     GOOD             NGS
 PM0068  HISTORY     - 1987     GOOD             USPSQD
 PM0068  HISTORY     - 19900817 GOOD             NGS
 PM0068  HISTORY     - 20050729 MARK NOT FOUND   WIDT
 PM0068
 PM0068                          STATION DESCRIPTION
 PM0068
 PM0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PM0068'10.7 MI N FROM STURGEON BAY.
 PM0068'10.7 MILES NORTH.  42 FT. EAST OF HIGHWAY 42, 35 FT. SOUTH OF
 PM0068'COUNTY ROAD.  IN FIELD CORNER, 2 FT WEST OF FENCE LINE.  115 FT.
 PM0068'SOUTH OF A BROWN HOUSE OWNED BY FRED MARTEN.
 PM0068
 PM0068                          STATION RECOVERY (1987)
 PM0068
 PM0068'RECOVERY NOTE BY US POWER SQUADRON 1987 (AB)
 PM0068'RECOVERED IN GOOD CONDITION.
 PM0068
 PM0068                          STATION RECOVERY (1990)
 PM0068
 PM0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 PM0068'THE STATION IS LOCATED ABOUT 16.0 KM (9.9 MI) NORTH OF STURGEON BAY,
 PM0068'3.4 KM (2.1 MI) NORTH OF CARLSVILLE AND IN THE SOUTHEAST ANGLE OF
 PM0068'STATE HIGHWAY 42 AND SUNNY SLOPE ROAD.  OWNERSHIP-WISCONSIN
 PM0068'DEPARTMENT OF TRANSPORTATION, P.O BOX 7916, MADISON, WI 53707, PHONE
 PM0068'608-267-2462.
 PM0068'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 AND COUNTY
 PM0068'ROAD I IN CARLSVILLE, GO NORTH ON STATE HIGHWAY 42 FOR 3.4 KM
 PM0068'(2.1 MI) TO THE STATION ON THE RIGHT.
 PM0068'THE STATION IS LOCATED 13.3 M (43.6 FT) EAST FROM THE CENTERLINE OF
 PM0068'STATE HIGHWAY 42, 8.5 M (27.9 FT) SOUTH FROM THE CENTER OF SUNNY
 PM0068'SLOPE ROAD, 2.5 M (8.2 FT) NORTHEAST FROM A UTILITY POLE, 0.3 M
 PM0068'(1.0 FT) WEST OF A CARSONITE WITNESS POST AND PROJECTS 10 CM ABOVE
 PM0068'THE GROUND.
 PM0068
 PM0068                          STATION RECOVERY (2005)
 PM0068
 PM0068'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0068'NOT FOUND.  ADD THE PUBLISHED DISTANCES FROM THE CENTERLINES OF STATE
 PM0068'HIGHWAY 42 AND FROM THE CENTERLINE OF SUNNY SLOPE ROAD INTERSECT AT A
 PM0068'LOCATION WHERE THERE HAS BEEN SHOULDER AND DITCHING WORK.  NOTE THERE
 PM0068'IS NO WITNESS POST OR UTILITY POLE PRESENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0524 ***********************************************************************
 RM0524  DESIGNATION -  F 210
 RM0524  PID         -  RM0524
 RM0524  STATE/COUNTY-  WI/BAYFIELD
 RM0524  USGS QUAD   -  IRON LAKE (1984)
 RM0524
 RM0524                         *CURRENT SURVEY CONTROL
 RM0524  ___________________________________________________________________
 RM0524* NAD 83(1986)-  46 34 02.     (N)    091 26 05.     (W)     SCALED    
 RM0524* NAVD 88     -       340.779  (meters)    1118.04   (feet)  ADJUSTED  
 RM0524  ___________________________________________________________________
 RM0524  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 RM0524  DYNAMIC HT  -         340.799 (meters)    1118.10  (feet)  COMP
 RM0524  MODELED GRAV-     980,660.5   (mgal)                       NAVD 88
 RM0524
 RM0524  VERT ORDER  -  FIRST     CLASS II
 RM0524
 RM0524.The horizontal coordinates were scaled from a topographic map and have
 RM0524.an estimated accuracy of +/- 6 seconds.
 RM0524
 RM0524.The orthometric height was determined by differential leveling
 RM0524.and adjusted by the National Geodetic Survey in June 1991..
 RM0524
 RM0524.The geoid height was determined by GEOID03.
 RM0524
 RM0524.The dynamic height is computed by dividing the NAVD 88
 RM0524.geopotential number by the normal gravity value computed on the
 RM0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0524.degrees latitude (g = 980.6199 gals.).
 RM0524
 RM0524.The modeled gravity was interpolated from observed gravity values.
 RM0524
 RM0524;                    North         East    Units  Estimated Accuracy
 RM0524;SPC WI N     -   156,660.      490,010.      MT  (+/- 180 meters Scaled)
 RM0524
 RM0524                          SUPERSEDED SURVEY CONTROL
 RM0524
 RM0524.No superseded survey control is available for this station.
 RM0524
 RM0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM199582(NAD 83)
 RM0524_MARKER: I = METAL ROD
 RM0524_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0524_SP_SET: STAINLESS STEEL ROD
 RM0524_STAMPING: F 210 1982
 RM0524_MARK LOGO: NGS   
 RM0524_PROJECTION: FLUSH
 RM0524_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0524+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2004
 RM0524_ROD/PIPE-DEPTH: 14.6 meters
 RM0524
 RM0524  HISTORY     - Date     Condition        Report By
 RM0524  HISTORY     - 1982     MONUMENTED       NGS
 RM0524  HISTORY     - 20031030 GOOD             USPSQD
 RM0524  HISTORY     - 20041127 GOOD             USPSQD
 RM0524
 RM0524                          STATION DESCRIPTION
 RM0524
 RM0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0524'1.5 KM (0.95 MI) WEST FROM IRON RIVER.
 RM0524'1.5 KM (0.95 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF MAIN
 RM0524'STREET IN IRON RIVER, SET AT A POWERLINE POLE AT A ROAD JUNCTION.
 RM0524'51.2 METERS (168.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 RM0524'14.3 METERS (47.0 FT) EAST OF THE CENTER OF A SAND ROAD, 30.1 METERS
 RM0524'(99.0 FT) WEST OF A WOODEN RIGHT OF WAY MARKER, 0.9 METER (3.0 FT)
 RM0524'NORTHEAST OF A POWERLINE POLE.
 RM0524'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 RM0524'THE MARK IS 2.4 M ABOVE HIGHWAY.
 RM0524
 RM0524                          STATION RECOVERY (2003)
 RM0524
 RM0524'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0524'RECOVERED IN GOOD CONDITION.  CORRECTION TO THE 1982 DESCRIPTION-- THE
 RM0524'STATION IS SOUTH OF HIGHWAY 2 (NOT NORTH).  NOTE-- THE SAND ROAD
 RM0524'DESCRIBED IS NAMED REDWINE ROAD.
 RM0524
 RM0524                          STATION RECOVERY (2004)
 RM0524
 RM0524'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0524'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0457 ***********************************************************************
 RM0457  DESIGNATION -  F 211
 RM0457  PID         -  RM0457
 RM0457  STATE/COUNTY-  WI/IRON
 RM0457  USGS QUAD   -  IRONWOOD (1981)
 RM0457
 RM0457                         *CURRENT SURVEY CONTROL
 RM0457  ___________________________________________________________________
 RM0457* NAD 83(1986)-  46 24 32.     (N)    090 10 52.     (W)     SCALED    
 RM0457* NAVD 88     -       456.326  (meters)    1497.13   (feet)  ADJUSTED  
 RM0457  ___________________________________________________________________
 RM0457  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 RM0457  DYNAMIC HT  -         456.334 (meters)    1497.16  (feet)  COMP
 RM0457  MODELED GRAV-     980,618.1   (mgal)                       NAVD 88
 RM0457
 RM0457  VERT ORDER  -  FIRST     CLASS II
 RM0457
 RM0457.The horizontal coordinates were scaled from a topographic map and have
 RM0457.an estimated accuracy of +/- 6 seconds.
 RM0457
 RM0457.The orthometric height was determined by differential leveling
 RM0457.and adjusted by the National Geodetic Survey in June 1991..
 RM0457
 RM0457.The geoid height was determined by GEOID03.
 RM0457
 RM0457.The dynamic height is computed by dividing the NAVD 88
 RM0457.geopotential number by the normal gravity value computed on the
 RM0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0457.degrees latitude (g = 980.6199 gals.).
 RM0457
 RM0457.The modeled gravity was interpolated from observed gravity values.
 RM0457
 RM0457;                    North         East    Units  Estimated Accuracy
 RM0457;SPC WI N     -   138,080.      586,080.      MT  (+/- 180 meters Scaled)
 RM0457
 RM0457                          SUPERSEDED SURVEY CONTROL
 RM0457
 RM0457.No superseded survey control is available for this station.
 RM0457
 RM0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM166433(NAD 83)
 RM0457_MARKER: I = METAL ROD
 RM0457_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0457_SP_SET: STAINLESS STEEL ROD
 RM0457_STAMPING: F 211 1982
 RM0457_MARK LOGO: NGS   
 RM0457_PROJECTION: FLUSH
 RM0457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0457_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0457+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 RM0457_ROD/PIPE-DEPTH: 8.8  meters
 RM0457
 RM0457  HISTORY     - Date     Condition        Report By
 RM0457  HISTORY     - 1982     MONUMENTED       NGS
 RM0457  HISTORY     - 1990     GOOD             USPSQD
 RM0457  HISTORY     - 20030502 GOOD             USPSQD
 RM0457  HISTORY     - 20041124 GOOD             USPSQD
 RM0457  HISTORY     - 20050901 GOOD             WIDT
 RM0457
 RM0457                          STATION DESCRIPTION
 RM0457
 RM0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0457'4.7 KM (2.95 MI) SOUTH FROM HURLEY.
 RM0457'4.7 KM (2.95 MI) SOUTH ALONG U.S. HIGHWAY 51 FROM THE JUNCTION OF
 RM0457'STATE HIGHWAY 77 IN HURLEY, TO A DRIVEWAY RIGHT (EAST) AND THE MARK,
 RM0457'23.8 METERS (78.5 FT) EAST-NORTHEAST OF THE CENTER OF A GATE,
 RM0457'15.2 METERS (50.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, AND
 RM0457'7.6 KM (20.5 FT) NORTH OF THE CENTER OF THE DRIVE.
 RM0457'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 RM0457'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 RM0457
 RM0457                          STATION RECOVERY (1990)
 RM0457
 RM0457'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 RM0457'RECOVERED IN GOOD CONDITION.
 RM0457
 RM0457                          STATION RECOVERY (2003)
 RM0457
 RM0457'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0457'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 0.15 MILE
 RM0457'SOUTH OF KNIGHT ROAD ON THE WEST SIDE OF HIGHWAY 51, 20.5 FEET NORTH
 RM0457'OF A DRIVEWAY TO THE WEST.  THE ORANGE WITNESS POST IS BROKEN OFF AT
 RM0457'GROUND LEVEL AND LYING ON THE GROUND.  TREES MAY OBSTRUCT SATELLITE
 RM0457'OBSERVATIONS.
 RM0457
 RM0457                          STATION RECOVERY (2004)
 RM0457
 RM0457'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0457'RECOVERED IN GOOD CONDITION.
 RM0457
 RM0457                          STATION RECOVERY (2005)
 RM0457
 RM0457'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RM0457'RECOVERED IN GOOD CONDITION. -ADD-THE STATION IS 5.9 M NORTH OF THE
 RM0457'CENTERLINE OF THE GRAVEL DRIVEWAY TO THE WEST, 0.2 M EAST OF AN ORANGE
 RM0457'FIBERGLASS WITNESS POST. -NOTE--RECOVERED BROKEN OFF CARSONITE
 RM0457'FIBERGLASS WITNESS POST, AND ITS BASE, RESET A NEW FIBERGLASS WITNESS
 RM0457'POST AT THE BASE OF THE OLD POST.
 RM0457'-NOTE-THE GATE IS NO LONGER EXISTS ACROSS THE DRIVEWAY, BUT THE WOODEN
 RM0457'PILINGS USED AS GATE POSTS STILL EXIST.  NOTE2 FOR LOCATING STATION
 RM0457'USE HAND HELD ACQUIRED LATITUDE N46 24 38 , AND LONGITUDE W90 10 54 .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0484 ***********************************************************************
 RM0484  DESIGNATION -  F 212
 RM0484  PID         -  RM0484
 RM0484  STATE/COUNTY-  WI/IRON
 RM0484  USGS QUAD   -  MERCER (1981)
 RM0484
 RM0484                         *CURRENT SURVEY CONTROL
 RM0484  ___________________________________________________________________
 RM0484* NAD 83(1986)-  46 07 54.     (N)    090 00 43.     (W)     SCALED    
 RM0484* NAVD 88     -       484.733  (meters)    1590.33   (feet)  ADJUSTED  
 RM0484  ___________________________________________________________________
 RM0484  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 RM0484  DYNAMIC HT  -         484.729 (meters)    1590.32  (feet)  COMP
 RM0484  MODELED GRAV-     980,591.4   (mgal)                       NAVD 88
 RM0484
 RM0484  VERT ORDER  -  FIRST     CLASS II
 RM0484
 RM0484.The horizontal coordinates were scaled from a topographic map and have
 RM0484.an estimated accuracy of +/- 6 seconds.
 RM0484
 RM0484.The orthometric height was determined by differential leveling
 RM0484.and adjusted by the National Geodetic Survey in June 1991..
 RM0484
 RM0484.The geoid height was determined by GEOID03.
 RM0484
 RM0484.The dynamic height is computed by dividing the NAVD 88
 RM0484.geopotential number by the normal gravity value computed on the
 RM0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0484.degrees latitude (g = 980.6199 gals.).
 RM0484
 RM0484.The modeled gravity was interpolated from observed gravity values.
 RM0484
 RM0484;                    North         East    Units  Estimated Accuracy
 RM0484;SPC WI N     -   107,250.      599,080.      MT  (+/- 180 meters Scaled)
 RM0484
 RM0484                          SUPERSEDED SURVEY CONTROL
 RM0484
 RM0484.No superseded survey control is available for this station.
 RM0484
 RM0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM308130(NAD 83)
 RM0484_MARKER: I = METAL ROD
 RM0484_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0484_SP_SET: STAINLESS STEEL ROD
 RM0484_STAMPING: F 212 1982
 RM0484_MARK LOGO: NGS   
 RM0484_PROJECTION: FLUSH
 RM0484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0484_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0484+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2005
 RM0484_ROD/PIPE-DEPTH: 14.6 meters
 RM0484
 RM0484  HISTORY     - Date     Condition        Report By
 RM0484  HISTORY     - 1982     MONUMENTED       NGS
 RM0484  HISTORY     - 1990     GOOD             USPSQD
 RM0484  HISTORY     - 20021128 GOOD             USPSQD
 RM0484  HISTORY     - 20040311 GOOD             USPSQD
 RM0484  HISTORY     - 20050913 GOOD             WIDT
 RM0484
 RM0484                          STATION DESCRIPTION
 RM0484
 RM0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0484'5.8 KM (3.65 MI) SE FROM MERCER.
 RM0484'5.8 KM (3.65 MI) SOUTHEAST ALONG U.S. HIGHWAY 51 FROM THE JUNCTION OF
 RM0484'STATE ROUTE J LEADING EAST IN MERCER, TO THE JUNCTION OF STATE HIGHWAY
 RM0484'47 SOUTH AND 182 WEST AND THE MARK, 36.3 METERS (119.5 FT)
 RM0484'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 21.0 METERS
 RM0484'(69.0 FT) EAST-SOUTHEAST OF THE CENTERLINE OF HIGHWAY 47 AND 182,
 RM0484'3.3 METERS (11.3 FT) WEST-SOUTHWEST OF WEST-SOUTHWEST RAIL, 4.2 METERS
 RM0484'(14.0 FT) EAST OF A 2.0 FOOT BY 5.0 FOOT RAILROAD JUNCTION BOX
 RM0484'(NORTHEAST END OF THE BOX), 0.6 METER (2.0 FT) NORTHEAST OF A
 RM0484'POWERLINE POLE, AND 24.1 METERS (79.5 FT) WEST-NORTHWEST OF RAILROAD
 RM0484'MILE POST NUMBER 302.
 RM0484'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 RM0484'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 RM0484
 RM0484                          STATION RECOVERY (1990)
 RM0484
 RM0484'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 RM0484'RECOVERED IN GOOD CONDITION.
 RM0484
 RM0484                          STATION RECOVERY (2002)
 RM0484
 RM0484'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 RM0484'RECOVERED IN GOOD CONDITION. THE RAILROAD TRACKS HAVE BEEN REMOVED AND
 RM0484'IS NOW A SNOWMOBILE TRAIL.  THE POWER POLE REFERENCED IN THE 1982
 RM0484'DESCRIPTION IS NOT THERE.  THE STATION IS 27 FEET SOUTHEAST OF UTILITY
 RM0484'POLE NO. SOP 3-94-40 WITH TWO GUY WIRES AND TRANSFORMER.  NOTE--ACCESS
 RM0484'TO POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 RM0484
 RM0484                          STATION RECOVERY (2004)
 RM0484
 RM0484'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0484'RECOVERED IN GOOD CONDITION.
 RM0484
 RM0484                          STATION RECOVERY (2005)
 RM0484
 RM0484'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RM0484'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0555 ***********************************************************************
 RM0555  DESIGNATION -  F 213
 RM0555  PID         -  RM0555
 RM0555  STATE/COUNTY-  WI/BAYFIELD
 RM0555  USGS QUAD   -  ASHLAND WEST (1975)
 RM0555
 RM0555                         *CURRENT SURVEY CONTROL
 RM0555  ___________________________________________________________________
 RM0555* NAD 83(1986)-  46 34 02.     (N)    090 59 32.     (W)     SCALED    
 RM0555* NAVD 88     -       213.221  (meters)     699.54   (feet)  ADJUSTED  
 RM0555  ___________________________________________________________________
 RM0555  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 RM0555  DYNAMIC HT  -         213.225 (meters)     699.56  (feet)  COMP
 RM0555  MODELED GRAV-     980,633.2   (mgal)                       NAVD 88
 RM0555
 RM0555  VERT ORDER  -  FIRST     CLASS II
 RM0555
 RM0555.The horizontal coordinates were scaled from a topographic map and have
 RM0555.an estimated accuracy of +/- 6 seconds.
 RM0555
 RM0555.The orthometric height was determined by differential leveling
 RM0555.and adjusted by the National Geodetic Survey in June 1991..
 RM0555
 RM0555.The geoid height was determined by GEOID03.
 RM0555
 RM0555.The dynamic height is computed by dividing the NAVD 88
 RM0555.geopotential number by the normal gravity value computed on the
 RM0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0555.degrees latitude (g = 980.6199 gals.).
 RM0555
 RM0555.The modeled gravity was interpolated from observed gravity values.
 RM0555
 RM0555;                    North         East    Units  Estimated Accuracy
 RM0555;SPC WI N     -   156,140.      523,930.      MT  (+/- 180 meters Scaled)
 RM0555
 RM0555                          SUPERSEDED SURVEY CONTROL
 RM0555
 RM0555.No superseded survey control is available for this station.
 RM0555
 RM0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM538590(NAD 83)
 RM0555_MARKER: I = METAL ROD
 RM0555_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0555_SP_SET: STAINLESS STEEL ROD
 RM0555_STAMPING: F 213 1982
 RM0555_MARK LOGO: NGS   
 RM0555_PROJECTION: FLUSH
 RM0555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0555_ROD/PIPE-DEPTH: 8.5  meters
 RM0555
 RM0555  HISTORY     - Date     Condition        Report By
 RM0555  HISTORY     - 1982     MONUMENTED       NGS
 RM0555  HISTORY     - 20041209 MARK NOT FOUND   WIDT
 RM0555
 RM0555                          STATION DESCRIPTION
 RM0555
 RM0555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0555'9.4 KM (5.85 MI) WEST FROM ASHLAND.
 RM0555'9.4 KM (5.85 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE COURTHOUSE IN
 RM0555'ASHLAND, SET AT A POWERLINE POLE WITH 2 GUY WIRES, 22.2 METERS (73.0
 RM0555'FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 5.8 METERS (19.0 FT) SOUTH
 RM0555'OF A TELEPHONE JUNCTION BOX NUMBER L 2320, 0.9 METER (3.0 FT) EAST OF
 RM0555'A POWERLINE POLE WITH 2 GUY WIRES.
 RM0555'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 RM0555'THE MARK IS 0.6 M ABOVE HIGHWAY.
 RM0555
 RM0555                          STATION RECOVERY (2004)
 RM0555
 RM0555'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 RM0555'THE STATION WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0470 ***********************************************************************
 QM0470  DESIGNATION -  F 214
 QM0470  PID         -  QM0470
 QM0470  STATE/COUNTY-  WI/ONEIDA
 QM0470  USGS QUAD   -  LAKE TOMAHAWK (1982)
 QM0470
 QM0470                         *CURRENT SURVEY CONTROL
 QM0470  ___________________________________________________________________
 QM0470* NAD 83(1986)-  45 49 24.     (N)    089 36 39.     (W)     SCALED    
 QM0470* NAVD 88     -       500.468  (meters)    1641.95   (feet)  ADJUSTED  
 QM0470  ___________________________________________________________________
 QM0470  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 QM0470  DYNAMIC HT  -         500.449 (meters)    1641.89  (feet)  COMP
 QM0470  MODELED GRAV-     980,560.5   (mgal)                       NAVD 88
 QM0470
 QM0470  VERT ORDER  -  FIRST     CLASS II
 QM0470
 QM0470.The horizontal coordinates were scaled from a topographic map and have
 QM0470.an estimated accuracy of +/- 6 seconds.
 QM0470
 QM0470.The orthometric height was determined by differential leveling
 QM0470.and adjusted by the National Geodetic Survey in June 1991..
 QM0470
 QM0470.The geoid height was determined by GEOID03.
 QM0470
 QM0470.The dynamic height is computed by dividing the NAVD 88
 QM0470.geopotential number by the normal gravity value computed on the
 QM0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0470.degrees latitude (g = 980.6199 gals.).
 QM0470
 QM0470.The modeled gravity was interpolated from observed gravity values.
 QM0470
 QM0470;                    North         East    Units  Estimated Accuracy
 QM0470;SPC WI N     -    73,060.      630,240.      MT  (+/- 180 meters Scaled)
 QM0470
 QM0470                          SUPERSEDED SURVEY CONTROL
 QM0470
 QM0470.No superseded survey control is available for this station.
 QM0470
 QM0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR971777(NAD 83)
 QM0470_MARKER: I = METAL ROD
 QM0470_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QM0470_SP_SET: STAINLESS STEEL ROD
 QM0470_STAMPING: F 214 1982
 QM0470_MARK LOGO: NGS   
 QM0470_PROJECTION: FLUSH
 QM0470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0470_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0470+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2005
 QM0470_ROD/PIPE-DEPTH: 12.1 meters
 QM0470
 QM0470  HISTORY     - Date     Condition        Report By
 QM0470  HISTORY     - 1982     MONUMENTED       NGS
 QM0470  HISTORY     - 20021129 GOOD             USPSQD
 QM0470  HISTORY     - 20040311 GOOD             USPSQD
 QM0470  HISTORY     - 20050922 GOOD             WIDT
 QM0470
 QM0470                          STATION DESCRIPTION
 QM0470
 QM0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QM0470'1.6 KM (1.0 MI) NW FROM LAKE TOMAHAWK.
 QM0470'1.6 KM (1.0 MI) NORTHWEST ALONG STATE HIGHWAY 47 FROM THE JUNCTION OF
 QM0470'COUNTY ROAD D EAST IN LAKE TOMAHAWK, SET AT THE JUNCTION OF GLENCOE
 QM0470'DRIVE, 27.1 METERS (89.0 FT) WEST-SOUTHWEST OF THE CENTERLINE OF THE
 QM0470'HIGHWAY, 50.9 METERS (167.0 FT) SOUTH-SOUTHEAST OF THE CENTER OF THE
 QM0470'DRIVE, 25.4 METERS (83.5 FT) SOUTHEAST OF A UNDERGROUND GAS PIPELINE
 QM0470'WARNING SIGN, 3.3 METERS (11.0 FT) EAST OF A METAL RIGHT OF WAY
 QM0470'MARKER, 4.1 METERS (13.3 FT) SOUTHEAST OF A TELEPHONE JUNCTION BOX
 QM0470'NUMBER W 140, AND 1.2 METERS (4.0 FT) SOUTH-SOUTHEAST OF A POWERLINE
 QM0470'POLE WITH A TRANSFORMER.
 QM0470'THE MARK IS 0.3 METERS  SSE FROM A WITNESS POST.
 QM0470'THE MARK IS 1.8 M ABOVE HIGHWAY.
 QM0470
 QM0470                          STATION RECOVERY (2002)
 QM0470
 QM0470'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 QM0470'RECOVERED IN GOOD CONDITION.  ADD--SET AT THE JUNCTION OF GLENCO DRIVE
 QM0470'EAST.  THE POWERLINE POLE IS NUMBERED 3907-33R54.  NOTE--ACCESS TO
 QM0470'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QM0470
 QM0470                          STATION RECOVERY (2004)
 QM0470
 QM0470'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0470'RECOVERED IN GOOD CONDITION.
 QM0470
 QM0470                          STATION RECOVERY (2005)
 QM0470
 QM0470'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0470'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0463 ***********************************************************************
 QM0463  DESIGNATION -  F 216
 QM0463  PID         -  QM0463
 QM0463  STATE/COUNTY-  WI/VILAS
 QM0463  USGS QUAD   -  WOODRUFF (1982)
 QM0463
 QM0463                         *CURRENT SURVEY CONTROL
 QM0463  ___________________________________________________________________
 QM0463* NAD 83(1986)-  45 54 48.     (N)    089 41 43.     (W)     SCALED    
 QM0463* NAVD 88     -       487.146  (meters)    1598.24   (feet)  ADJUSTED  
 QM0463  ___________________________________________________________________
 QM0463  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 QM0463  DYNAMIC HT  -         487.125 (meters)    1598.18  (feet)  COMP
 QM0463  MODELED GRAV-     980,557.9   (mgal)                       NAVD 88
 QM0463
 QM0463  VERT ORDER  -  FIRST     CLASS II
 QM0463
 QM0463.The horizontal coordinates were scaled from a topographic map and have
 QM0463.an estimated accuracy of +/- 6 seconds.
 QM0463
 QM0463.The orthometric height was determined by differential leveling
 QM0463.and adjusted by the National Geodetic Survey in June 1991..
 QM0463
 QM0463.The geoid height was determined by GEOID03.
 QM0463
 QM0463.The dynamic height is computed by dividing the NAVD 88
 QM0463.geopotential number by the normal gravity value computed on the
 QM0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0463.degrees latitude (g = 980.6199 gals.).
 QM0463
 QM0463.The modeled gravity was interpolated from observed gravity values.
 QM0463
 QM0463;                    North         East    Units  Estimated Accuracy
 QM0463;SPC WI N     -    83,030.      623,640.      MT  (+/- 180 meters Scaled)
 QM0463
 QM0463                          SUPERSEDED SURVEY CONTROL
 QM0463
 QM0463.No superseded survey control is available for this station.
 QM0463
 QM0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR909879(NAD 83)
 QM0463_MARKER: I = METAL ROD
 QM0463_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QM0463_SP_SET: STAINLESS STEEL ROD
 QM0463_STAMPING: F 216 1982
 QM0463_MARK LOGO: NGS   
 QM0463_PROJECTION: RECESSED 3 CENTIMETERS
 QM0463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0463_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0463+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2005
 QM0463_ROD/PIPE-DEPTH: 14.6 meters
 QM0463
 QM0463  HISTORY     - Date     Condition        Report By
 QM0463  HISTORY     - 1982     MONUMENTED       NGS
 QM0463  HISTORY     - 20030418 GOOD             USPSQD
 QM0463  HISTORY     - 20040904 GOOD             USPSQD
 QM0463  HISTORY     - 20050921 GOOD             WIDT
 QM0463
 QM0463                          STATION DESCRIPTION
 QM0463
 QM0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QM0463'1.3 KM (0.85 MI) NORTH FROM WOODRUFF.
 QM0463'1.3 KM (0.85 MI) NORTH ALONG U.S. HIGHWAY 51 FROM THE JUNCTION OF
 QM0463'STATE HIGHWAY 47 IN WOODRUFF, SET AT THE SOUTHEAST CORNER OF THE C AND
 QM0463'L SPORTS RESORT BAR, 32.9 METERS (108.0 FT) WEST OF THE CENTERLINE OF
 QM0463'THE HIGHWAY, 5.7 METERS (19.0 FT) SOUTH OF THE CENTER OF A DOOR AT THE
 QM0463'MAIN ENTRANCE TO THE BAR, 6.5 METERS (21.5 FT) NORTHEAST OF THE
 QM0463'SOUTHERNMOST SOUTHEAST CORNER OF THE BUILDING, 1.2 METERS (4.0 FT)
 QM0463'SOUTH OF THE EASTERNMOST SOUTHEAST CORNER OF THE BUILDING, AND
 QM0463'20.7 METERS (68.0 FT) WEST-SOUTHWEST OF A TELEPHONE POLE.
 QM0463'THE MARK IS 0.6 M BELOW HIGHWAY.
 QM0463
 QM0463                          STATION RECOVERY (2003)
 QM0463
 QM0463'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 QM0463'RECOVERED IN GOOD CONDITION.  THE BAR IS NOW NAMED PJ'S UP NORTH.
 QM0463'ADD-- THE STATION IS 8.9 FEET EAST OF THE EASTERN SIDE ON A CONCRETE
 QM0463'GARAGE IN THE GRASSY AREA BETWEEN THE SOUTH WALL OF THE BAR BUILDING
 QM0463'AND THE EAST WALL OF THE GARAGE.
 QM0463
 QM0463                          STATION RECOVERY (2004)
 QM0463
 QM0463'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0463'RECOVERED IN GOOD CONDITION.
 QM0463
 QM0463                          STATION RECOVERY (2005)
 QM0463
 QM0463'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0463'RECOVERED IN GOOD CONDITION.  -ADD-THE STATION IS 1.1 M SOUTH OF AN
 QM0463'ORANGE FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0753 ***********************************************************************
 PN0753  DESIGNATION -  F 218
 PN0753  PID         -  PN0753
 PN0753  STATE/COUNTY-  WI/WAUPACA
 PN0753  USGS QUAD   -  WAUPACA (1992)
 PN0753
 PN0753                         *CURRENT SURVEY CONTROL
 PN0753  ___________________________________________________________________
 PN0753* NAD 83(1986)-  44 20 40.     (N)    089 01 12.     (W)     SCALED    
 PN0753* NAVD 88     -       249.665  (meters)     819.11   (feet)  ADJUSTED  
 PN0753  ___________________________________________________________________
 PN0753  GEOID HEIGHT-         -36.37  (meters)                     GEOID03
 PN0753  DYNAMIC HT  -         249.622 (meters)     818.97  (feet)  COMP
 PN0753  MODELED GRAV-     980,438.8   (mgal)                       NAVD 88
 PN0753
 PN0753  VERT ORDER  -  FIRST     CLASS II
 PN0753
 PN0753.The horizontal coordinates were scaled from a topographic map and have
 PN0753.an estimated accuracy of +/- 6 seconds.
 PN0753
 PN0753.The orthometric height was determined by differential leveling
 PN0753.and adjusted by the National Geodetic Survey in June 1991..
 PN0753
 PN0753.The geoid height was determined by GEOID03.
 PN0753
 PN0753.The dynamic height is computed by dividing the NAVD 88
 PN0753.geopotential number by the normal gravity value computed on the
 PN0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0753.degrees latitude (g = 980.6199 gals.).
 PN0753
 PN0753.The modeled gravity was interpolated from observed gravity values.
 PN0753
 PN0753;                    North         East    Units  Estimated Accuracy
 PN0753;SPC WI C     -    57,270.      678,140.      MT  (+/- 180 meters Scaled)
 PN0753
 PN0753                          SUPERSEDED SURVEY CONTROL
 PN0753
 PN0753.No superseded survey control is available for this station.
 PN0753
 PN0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ389121(NAD 83)
 PN0753_MARKER: F = FLANGE-ENCASED ROD
 PN0753_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0753_SP_SET: STAINLESS STEEL ROD
 PN0753_STAMPING: F 218 1985
 PN0753_MARK LOGO: NGS   
 PN0753_PROJECTION: FLUSH
 PN0753_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PN0753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0753+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 PN0753_ROD/PIPE-DEPTH: 5.50 meters
 PN0753
 PN0753  HISTORY     - Date     Condition        Report By
 PN0753  HISTORY     - 1985     MONUMENTED       NGS
 PN0753  HISTORY     - 20000728 GOOD             WIDT
 PN0753  HISTORY     - 20030611 GOOD             USPSQD
 PN0753  HISTORY     - 20050622 GOOD             WIDT
 PN0753
 PN0753                          STATION DESCRIPTION
 PN0753
 PN0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0753'5.9 KM (3.65 MI) EAST FROM WAUPACA.
 PN0753'4.4 KM (2.75 MI) EASTERLY ALONG STATE HIGHWAY 54 FROM THE POST OFFICE
 PN0753'IN WAUPACA, THENCE 1.5 KM (0.95 MI) SOUTHWESTERLY ALONG HARRISON ROAD,
 PN0753'87.7 M (287.7 FT) WEST OF THE CENTER OF A DRIVEWAY LEADING SOUTH TO
 PN0753'THE A. A. SELLIN RESIDENCE, 6.4 M (21.0 FT) NORTH OF THE CENTER OF THE
 PN0753'ROAD, AND 0.9 M (3.0 FT) WEST OF UTILITY POLE NUMBER 2212-26L2.
 PN0753'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PN0753'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 PN0753'THE MARK IS ABOVE LEVEL WITH THE DRIVE.
 PN0753
 PN0753                          STATION RECOVERY (2000)
 PN0753
 PN0753'RECOVERY NOTE BY WI DEPT OF TRANSP 2000 (DJH)
 PN0753'THE STATION IS RECOVERED AS DESCRIBED.   ---NOTE---THIS STATION HAS NO
 PN0753'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES EXCEPT FOR A
 PN0753'POWER POLE 1 M EAST OF THE STATION EXTENDING TO 90 DEGREES AND TREES
 PN0753'TO THE SOUTHWEST EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
 PN0753
 PN0753                          STATION RECOVERY (2003)
 PN0753
 PN0753'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0753'RECOVERED IN GOOD CONDITION.  CORRECTIONS TO 1985 DESCRIPTION-- 1.5 KM
 PN0753'(0.95 MI) SOUTHEASTERLY ALONG HARRINGTON ROAD--.  ADD-- THE STATION IS
 PN0753'ABOUT 42 FEET WEST OF THE CENTER OF A FIELD ENTRANCE.
 PN0753
 PN0753                          STATION RECOVERY (2005)
 PN0753
 PN0753'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PN0753'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 0.05 MILE
 PN0753'WEST OF THE EXTENDED CENTERLINE OF FARM ENTRANCE AT --E4155--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0725 ***********************************************************************
 PN0725  DESIGNATION -  F 219
 PN0725  PID         -  PN0725
 PN0725  STATE/COUNTY-  WI/OUTAGAMIE
 PN0725  USGS QUAD   -  BLACK CREEK (1992)
 PN0725
 PN0725                         *CURRENT SURVEY CONTROL
 PN0725  ___________________________________________________________________
 PN0725* NAD 83(1986)-  44 29 05.     (N)    088 25 58.     (W)     SCALED    
 PN0725* NAVD 88     -       240.453  (meters)     788.89   (feet)  ADJUSTED  
 PN0725  ___________________________________________________________________
 PN0725  GEOID HEIGHT-         -36.23  (meters)                     GEOID03
 PN0725  DYNAMIC HT  -         240.418 (meters)     788.77  (feet)  COMP
 PN0725  MODELED GRAV-     980,468.7   (mgal)                       NAVD 88
 PN0725
 PN0725  VERT ORDER  -  SECOND    CLASS I
 PN0725
 PN0725.The horizontal coordinates were scaled from a topographic map and have
 PN0725.an estimated accuracy of +/- 6 seconds.
 PN0725
 PN0725.The orthometric height was determined by differential leveling
 PN0725.and adjusted by the National Geodetic Survey in May 2003..
 PN0725
 PN0725.The geoid height was determined by GEOID03.
 PN0725
 PN0725.The dynamic height is computed by dividing the NAVD 88
 PN0725.geopotential number by the normal gravity value computed on the
 PN0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0725.degrees latitude (g = 980.6199 gals.).
 PN0725
 PN0725.The modeled gravity was interpolated from observed gravity values.
 PN0725
 PN0725;                    North         East    Units  Estimated Accuracy
 PN0725;SPC WI C     -    73,580.      724,660.      MT  (+/- 180 meters Scaled)
 PN0725
 PN0725                          SUPERSEDED SURVEY CONTROL
 PN0725
 PN0725  NAVD 88 (06/15/91)  240.448  (m)          788.87   (f) UNKNOWN     1 2
 PN0725
 PN0725.Superseded values are not recommended for survey control.
 PN0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0725.See file dsdata.txt to determine how the superseded data were derived.
 PN0725
 PN0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ860267(NAD 83)
 PN0725_MARKER: F = FLANGE-ENCASED ROD
 PN0725_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0725_SP_SET: STAINLESS STEEL ROD
 PN0725_STAMPING: F 219 1985
 PN0725_MARK LOGO: NGS   
 PN0725_PROJECTION: FLUSH
 PN0725_MAGNETIC: I = MARKER IS A STEEL ROD
 PN0725_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0725+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2005
 PN0725_ROD/PIPE-DEPTH: 4.3  meters
 PN0725
 PN0725  HISTORY     - Date     Condition        Report By
 PN0725  HISTORY     - 1985     MONUMENTED       NGS
 PN0725  HISTORY     - 2001     GOOD             WIDT
 PN0725  HISTORY     - 20011103 GOOD             USPSQD
 PN0725  HISTORY     - 20030611 GOOD             USPSQD
 PN0725  HISTORY     - 20050720 GOOD             WIDT
 PN0725
 PN0725                          STATION DESCRIPTION
 PN0725
 PN0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0725'29.5 KM (18.35 MI) WEST FROM GREEN BAY.
 PN0725'29.5 KM (18.35 MI) WESTERLY ALONG STATE HIGHWAY 54 FROM ITS JUNCTION
 PN0725'WITH U.S. HIGHWAY 41 IN GREEN BAY, 39.6 M (129.9 FT) WEST OF THE
 PN0725'CENTER OF A DRIVEWAY LEADING NORTH TO THE THEOBALD GARDENS, 19.1 M
 PN0725'(62.7 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A SHED, AND 16.8 M
 PN0725'(55.1 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.  NOTE--ACCESS TO
 PN0725'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PN0725'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 PN0725'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 PN0725
 PN0725                          STATION RECOVERY (2001)
 PN0725
 PN0725'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PN0725'RECOVERED AS DESCRIBED.
 PN0725
 PN0725                          STATION RECOVERY (2001)
 PN0725
 PN0725'RECOVERY NOTE BY US POWER SQUADRON 2001 (JMK)
 PN0725'RECOVERED IN GOOD CONDITION.
 PN0725
 PN0725                          STATION RECOVERY (2003)
 PN0725
 PN0725'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0725'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 2.3 FEET EAST OF
 PN0725'UTILITY POLE NUMBER 72-4592 WITH 2 GUY WIRES, TRANSFORMER, AND WIRE
 PN0725'CROSSING HIGHWAY 54.  THE ORANGE WITNESS POST IS AGAINST THE UTILITY
 PN0725'POLE.
 PN0725
 PN0725                          STATION RECOVERY (2005)
 PN0725
 PN0725'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PN0725'RECOVERED IN GOOD CONDITION.  NOTE-- THE MONUMENT IS 10 CM BELOW
 PN0725'GROUND LEVEL.  ADD-- THE STATION IS 1.1 M EAST OF TELEPHONE PEDESTAL
 PN0725'--14100 2120--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0030 ***********************************************************************
 PN0030  DESIGNATION -  F 22
 PN0030  PID         -  PN0030
 PN0030  STATE/COUNTY-  WI/SHAWANO
 PN0030  USGS QUAD   -  CECIL (1974)
 PN0030
 PN0030                         *CURRENT SURVEY CONTROL
 PN0030  ___________________________________________________________________
 PN0030* NAD 83(1986)-  44 46 17.     (N)    088 29 10.     (W)     SCALED    
 PN0030* NAVD 88     -       266.662  (meters)     874.87   (feet)  ADJUSTED  
 PN0030  ___________________________________________________________________
 PN0030  GEOID HEIGHT-         -36.09  (meters)                     GEOID03
 PN0030  DYNAMIC HT  -         266.630 (meters)     874.77  (feet)  COMP
 PN0030  MODELED GRAV-     980,489.4   (mgal)                       NAVD 88
 PN0030
 PN0030  VERT ORDER  -  SECOND    CLASS 0
 PN0030
 PN0030.The horizontal coordinates were scaled from a topographic map and have
 PN0030.an estimated accuracy of +/- 6 seconds.
 PN0030
 PN0030.The orthometric height was determined by differential leveling
 PN0030.and adjusted by the National Geodetic Survey in June 1991..
 PN0030
 PN0030.The geoid height was determined by GEOID03.
 PN0030
 PN0030.The dynamic height is computed by dividing the NAVD 88
 PN0030.geopotential number by the normal gravity value computed on the
 PN0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0030.degrees latitude (g = 980.6199 gals.).
 PN0030
 PN0030.The modeled gravity was interpolated from observed gravity values.
 PN0030
 PN0030;                    North         East    Units  Estimated Accuracy
 PN0030;SPC WI C     -   105,350.      719,830.      MT  (+/- 180 meters Scaled)
 PN0030
 PN0030                          SUPERSEDED SURVEY CONTROL
 PN0030
 PN0030  NGVD 29 (??/??/92)  266.677  (m)          874.92   (f) ADJ UNCH    2 0
 PN0030
 PN0030.Superseded values are not recommended for survey control.
 PN0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0030.See file dsdata.txt to determine how the superseded data were derived.
 PN0030
 PN0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ824586(NAD 83)
 PN0030_MARKER: DB = BENCH MARK DISK
 PN0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0030+STABILITY: SURFACE MOTION
 PN0030
 PN0030  HISTORY     - Date     Condition        Report By
 PN0030  HISTORY     - UNK      MONUMENTED       CGS
 PN0030  HISTORY     - 1934     GOOD             NGS
 PN0030  HISTORY     - 20020831 POOR             GEOCAC
 PN0030  HISTORY     - 20040424 MARK NOT FOUND   JCLS
 PN0030  HISTORY     - 20050621 MARK NOT FOUND   WIDT
 PN0030
 PN0030                          STATION DESCRIPTION
 PN0030
 PN0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PN0030'2 MI NW FROM BONDUEL.
 PN0030'2 MILES NW OF BONDUEL STATION.  ALONG CHICAGO AND NORTH-WESTERN
 PN0030'RY., AT INTERSECTION WITH N.-S. ROAD.  MARK IS AT FENCE, 13 YDS.
 PN0030'N. AND 16 YDS. E. OF CENTERLINE OF CROSSING AND 3 YDS. SE. OF
 PN0030'CORNER FENCE POST.
 PN0030
 PN0030                          STATION RECOVERY (2002)
 PN0030
 PN0030'RECOVERY NOTE BY GEOCACHING 2002 (RFC)
 PN0030'CONCRETE MONUMENT WAS FOUND WITHOUT DISK.
 PN0030
 PN0030                          STATION RECOVERY (2004)
 PN0030
 PN0030'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 PN0030'MARK NOT FOUND.
 PN0030
 PN0030                          STATION RECOVERY (2005)
 PN0030
 PN0030'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0030'NOT FOUND. ADD--MEASURED DISTANCES FROM THE CROSSING AND THE
 PN0030'CROSSROAD, RECOVERED THE OLD FENCE LINE, BUT NO EVIDENCE OF THE
 PN0030'MONUMENT WAS RECOVERED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0771 ***********************************************************************
 PN0771  DESIGNATION -  F 220
 PN0771  PID         -  PN0771
 PN0771  STATE/COUNTY-  WI/PORTAGE
 PN0771  USGS QUAD   -  ALMOND (1969)
 PN0771
 PN0771                         *CURRENT SURVEY CONTROL
 PN0771  ___________________________________________________________________
 PN0771* NAD 83(1986)-  44 22 27.     (N)    089 23 10.     (W)     SCALED    
 PN0771* NAVD 88     -       352.717  (meters)    1157.21   (feet)  ADJUSTED  
 PN0771  ___________________________________________________________________
 PN0771  GEOID HEIGHT-         -36.03  (meters)                     GEOID03
 PN0771  DYNAMIC HT  -         352.645 (meters)    1156.97  (feet)  COMP
 PN0771  MODELED GRAV-     980,406.6   (mgal)                       NAVD 88
 PN0771
 PN0771  VERT ORDER  -  FIRST     CLASS II
 PN0771
 PN0771.The horizontal coordinates were scaled from a topographic map and have
 PN0771.an estimated accuracy of +/- 6 seconds.
 PN0771
 PN0771.The orthometric height was determined by differential leveling
 PN0771.and adjusted by the National Geodetic Survey in June 1991..
 PN0771
 PN0771.The geoid height was determined by GEOID03.
 PN0771
 PN0771.The dynamic height is computed by dividing the NAVD 88
 PN0771.geopotential number by the normal gravity value computed on the
 PN0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0771.degrees latitude (g = 980.6199 gals.).
 PN0771
 PN0771.The modeled gravity was interpolated from observed gravity values.
 PN0771
 PN0771;                    North         East    Units  Estimated Accuracy
 PN0771;SPC WI C     -    60,280.      648,930.      MT  (+/- 180 meters Scaled)
 PN0771
 PN0771                          SUPERSEDED SURVEY CONTROL
 PN0771
 PN0771.No superseded survey control is available for this station.
 PN0771
 PN0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ099162(NAD 83)
 PN0771_MARKER: F = FLANGE-ENCASED ROD
 PN0771_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0771_SP_SET: STAINLESS STEEL ROD
 PN0771_STAMPING: F 220 1985
 PN0771_MARK LOGO: NGS   
 PN0771_PROJECTION: FLUSH
 PN0771_MAGNETIC: I = MARKER IS A STEEL ROD
 PN0771_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0771_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0771+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2004
 PN0771_ROD/PIPE-DEPTH: 21.9 meters
 PN0771
 PN0771  HISTORY     - Date     Condition        Report By
 PN0771  HISTORY     - 1985     MONUMENTED       NGS
 PN0771  HISTORY     - 20001021 GOOD             USPSQD
 PN0771  HISTORY     - 20030224 GOOD             WIDT
 PN0771  HISTORY     - 20040330 GOOD             USPSQD
 PN0771
 PN0771                          STATION DESCRIPTION
 PN0771
 PN0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0771'24.9 KM (15.5 MI) WEST FROM WAUPACA.
 PN0771'24.9 KM (15.5 MI) WESTERLY ALONG STATE HIGHWAY 54 FROM THE POST OFFICE
 PN0771'IN WAUPACA, 43.5 M (142.7 FT) NORTHEAST OF THE CENTERLINE OF THE
 PN0771'HIGHWAY, 12.7 M (41.7 FT) NORTHWEST OF THE CENTER OF OAK DRIVE, AND
 PN0771'0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST.  NOTE--ACCESS TO DATUM
 PN0771'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PN0771'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 PN0771'THE MARK IS 0.3 M ABOVE THE DRIVE.
 PN0771
 PN0771                          STATION RECOVERY (2000)
 PN0771
 PN0771'RECOVERY NOTE BY US POWER SQUADRON 2000 (DS)
 PN0771'RECOVERED IN GOOD CONDITION.
 PN0771
 PN0771                          STATION RECOVERY (2003)
 PN0771
 PN0771'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (TSS)
 PN0771'OWNERSHIP--HUNTING AND FISHING CLUB OF GLOBE UNION.  TO REACH THE
 PN0771'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 39 AND US HIGHWAY 51
 PN0771'WITH STATE HIGHWAY 54 2 MI (90.12 KM) SOUTHWEST OF THE VILLAGE OF
 PN0771'PLOVER, GO SOUTHEAST ON STATE HIGHWAY 54 EAST FOR 6.6 MI (10.62 KM) TO
 PN0771'COUNTY HIGHWAY EE, CONTINUE SOUTHEAST ON STATE HIGHWAY 54 EAST FOR 1.3
 PN0771'MI (2.09 KM) TO OAK DRIVE ON THE LEFT AND THE STATION ON THE LEFT.
 PN0771'THE STATION IS A STAINLESS STEEL ROD WITH A SLEEVE HOUSED IN A
 PN0771'NATIONAL GEODETIC SURVEY LOGO CAP DISK ABOUT LEVEL WITH THE ROAD
 PN0771'PAVEMENT.  THE STATION IS A 12.7 M (41.7 FT) NORTHWEST OF THE
 PN0771'CENTERLINE OF OAK DRIVE, 43.5 M (142.7 FT) NORTHEAST OF THE CENTERLINE
 PN0771'OF STATE HIGHWAY 54, 2.9 M (9.5 FT) NORTHWEST OF A PINE TREE, 0.3 M
 PN0771'(1.0 FT) EAST OF AN ORANGE PLASTIC WITNESS POST, AND 0.3 M (1.0 FT)
 PN0771'SOUTH OF A ORANGE PLASTIC WITNESS POST.  ---NOTE---THIS STATION IS NOT
 PN0771'SUITABLE FOR GPS OBSERVATIONS DUE TO THREE QUADRANTS BEING BLOCKED
 PN0771'ABOVE 25 DEGREES ABOVE THE HORIZON.
 PN0771
 PN0771                          STATION RECOVERY (2004)
 PN0771
 PN0771'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0771'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0499 ***********************************************************************
 QM0499  DESIGNATION -  F 221
 QM0499  PID         -  QM0499
 QM0499  STATE/COUNTY-  WI/ONEIDA
 QM0499  USGS QUAD   -  WOODBORO (1982)
 QM0499
 QM0499                         *CURRENT SURVEY CONTROL
 QM0499  ___________________________________________________________________
 QM0499* NAD 83(1986)-  45 34 14.     (N)    089 35 51.     (W)     SCALED    
 QM0499* NAVD 88     -       480.240  (meters)    1575.59   (feet)  ADJUSTED  
 QM0499  ___________________________________________________________________
 QM0499  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 QM0499  DYNAMIC HT  -         480.224 (meters)    1575.53  (feet)  COMP
 QM0499  MODELED GRAV-     980,566.1   (mgal)                       NAVD 88
 QM0499
 QM0499  VERT ORDER  -  FIRST     CLASS II
 QM0499
 QM0499.The horizontal coordinates were scaled from a topographic map and have
 QM0499.an estimated accuracy of +/- 6 seconds.
 QM0499
 QM0499.The orthometric height was determined by differential leveling
 QM0499.and adjusted by the National Geodetic Survey in June 1991..
 QM0499
 QM0499.The geoid height was determined by GEOID03.
 QM0499
 QM0499.The dynamic height is computed by dividing the NAVD 88
 QM0499.geopotential number by the normal gravity value computed on the
 QM0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0499.degrees latitude (g = 980.6199 gals.).
 QM0499
 QM0499.The modeled gravity was interpolated from observed gravity values.
 QM0499
 QM0499;                    North         East    Units  Estimated Accuracy
 QM0499;SPC WI N     -    44,970.      631,420.      MT  (+/- 180 meters Scaled)
 QM0499
 QM0499                          SUPERSEDED SURVEY CONTROL
 QM0499
 QM0499.No superseded survey control is available for this station.
 QM0499
 QM0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR973496(NAD 83)
 QM0499_MARKER: I = METAL ROD
 QM0499_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QM0499_SP_SET: STAINLESS STEEL ROD
 QM0499_STAMPING: F 221 1985
 QM0499_MARK LOGO: NGS   
 QM0499_PROJECTION: FLUSH
 QM0499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0499_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0499+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2005
 QM0499_ROD/PIPE-DEPTH: 9.6  meters
 QM0499
 QM0499  HISTORY     - Date     Condition        Report By
 QM0499  HISTORY     - 1985     MONUMENTED       NGS
 QM0499  HISTORY     - 20030119 GOOD             USPSQD
 QM0499  HISTORY     - 20040326 GOOD             USPSQD
 QM0499  HISTORY     - 20050818 GOOD             WIDT
 QM0499
 QM0499                          STATION DESCRIPTION
 QM0499
 QM0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QM0499'17.6 KM (10.95 MI) WEST FROM RHINELANDER.
 QM0499'17.6 KM (10.95 MI) WESTERLY ALONG U.S. HIGHWAY 8 FROM ITS JUNCTION
 QM0499'WITH STATE HIGHWAY 17 IN RHINELANDER, 0.3 KM (0.2 MI) WEST OF THE
 QM0499'INTERSECTION OF TROUT CREEK ROAD, 25.5 M (83.7 FT) NORTH OF THE
 QM0499'CENTERLINE OF THE HIGHWAY, 6.8 M (22.3 FT) WEST OF THE CENTER OF ROAD
 QM0499'3607-27R12.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 QM0499'CAP.
 QM0499'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 QM0499'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 QM0499
 QM0499                          STATION RECOVERY (2003)
 QM0499
 QM0499'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 QM0499'RECOVERED IN GOOD CONDITION.  ADD-- IT IS 22.3 FEET WEST OF THE GRAVEL
 QM0499'DRIVEWAY TO ADDRESS 8040.  IT IS 2 FEET EAST OF UTILITY POLE NUMBER
 QM0499'3607-27R12
 QM0499
 QM0499                          STATION RECOVERY (2004)
 QM0499
 QM0499'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0499'RECOVERED IN GOOD CONDITION.
 QM0499
 QM0499                          STATION RECOVERY (2005)
 QM0499
 QM0499'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0499'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0579 ***********************************************************************
 QM0579  DESIGNATION -  F 222
 QM0579  PID         -  QM0579
 QM0579  STATE/COUNTY-  WI/OCONTO
 QM0579  USGS QUAD   -  BREED (1973)
 QM0579
 QM0579                         *CURRENT SURVEY CONTROL
 QM0579  ___________________________________________________________________
 QM0579* NAD 83(1986)-  45 01 56.     (N)    088 24 55.     (W)     SCALED    
 QM0579* NAVD 88     -       267.743  (meters)     878.42   (feet)  ADJUSTED  
 QM0579  ___________________________________________________________________
 QM0579  GEOID HEIGHT-         -35.93  (meters)                     GEOID03
 QM0579  DYNAMIC HT  -         267.716 (meters)     878.33  (feet)  COMP
 QM0579  MODELED GRAV-     980,507.8   (mgal)                       NAVD 88
 QM0579
 QM0579  VERT ORDER  -  FIRST     CLASS II
 QM0579
 QM0579.The horizontal coordinates were scaled from a topographic map and have
 QM0579.an estimated accuracy of +/- 6 seconds.
 QM0579
 QM0579.The orthometric height was determined by differential leveling
 QM0579.and adjusted by the National Geodetic Survey in June 1991..
 QM0579
 QM0579.The geoid height was determined by GEOID03.
 QM0579
 QM0579.The dynamic height is computed by dividing the NAVD 88
 QM0579.geopotential number by the normal gravity value computed on the
 QM0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0579.degrees latitude (g = 980.6199 gals.).
 QM0579
 QM0579.The modeled gravity was interpolated from observed gravity values.
 QM0579
 QM0579;                    North         East    Units  Estimated Accuracy
 QM0579;SPC WI C     -   134,440.      724,870.      MT  (+/- 180 meters Scaled)
 QM0579
 QM0579                          SUPERSEDED SURVEY CONTROL
 QM0579
 QM0579.No superseded survey control is available for this station.
 QM0579
 QM0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ885875(NAD 83)
 QM0579_MARKER: I = METAL ROD
 QM0579_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QM0579_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 QM0579_STAMPING: F 222 1985
 QM0579_MARK LOGO: NGS   
 QM0579_PROJECTION: FLUSH
 QM0579_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QM0579+STABILITY: POSITION/ELEVATION WELL
 QM0579_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0579+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2005
 QM0579_ROD/PIPE-DEPTH: 14.6 meters
 QM0579_SLEEVE-DEPTH  : 6.1 meters
 QM0579
 QM0579  HISTORY     - Date     Condition        Report By
 QM0579  HISTORY     - 1985     MONUMENTED       NGS
 QM0579  HISTORY     - 19991112 GOOD             USPSQD
 QM0579  HISTORY     - 20040324 GOOD             USPSQD
 QM0579  HISTORY     - 20051130 GOOD             WIDT
 QM0579
 QM0579                          STATION DESCRIPTION
 QM0579
 QM0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QM0579'22.8 KM (14.15 MI) NW FROM GILLETT.
 QM0579'22.8 KM (14.15 MI) NORTHWESTERLY ALONG STATE HIGHWAY 32 FROM ITS
 QM0579'JUNCTION WITH STATE HIGHWAY 22 IN GILLETT, 0.3 KM (0.2 MI) NORTH OF
 QM0579'THE INTERSECTION OF HILL ROAD, 25.0 M (82.0 FT) EAST OF THE CENTERLINE
 QM0579'OF THE HIGHWAY, 7.5 M (24.6 FT) NORTH OF A UTILITY POLE, AND 4.0 M
 QM0579'(13.1 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE.  NOTE--ACCESS TO
 QM0579'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QM0579'THE MARK IS 0.6 METERS  E FROM  A WITNESS POST AND FENCE
 QM0579'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
 QM0579
 QM0579                          STATION RECOVERY (1999)
 QM0579
 QM0579'RECOVERY NOTE BY US POWER SQUADRON 1999
 QM0579'RECOVERED IN GOOD CONDITION.
 QM0579
 QM0579                          STATION RECOVERY (2004)
 QM0579
 QM0579'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 QM0579'RECOVERED IN GOOD CONDITION.
 QM0579
 QM0579                          STATION RECOVERY (2005)
 QM0579
 QM0579'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0579'RECOVERED IN GOOD CONDITION. --ADD THE STATION IS 0.6 M SOUTHEAST OF A
 QM0579'STEEL POST WITH A SIGN AND 0.6 M NORTHEAST OF WHITE PLASTIC WITNESS
 QM0579'POST. -NOTE--THE STATION IS 0.6 M WEST (NOT EAST) OF AN ORANGE
 QM0579'FIBERGLASS WITNESS POST.  NOTE2-THE FIELD ENTRANCE IN THE PREVIOUS
 QM0579'DESCRIPTION IS NOW A PIT ENTRANCE.  NOTE3- THE UTILITY POLE IN THE
 QM0579'PREVIOUS DESCRIPTION IS NUMBERED -3017-34R6-.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0572 ***********************************************************************
 QM0572  DESIGNATION -  F 223
 QM0572  PID         -  QM0572
 QM0572  STATE/COUNTY-  WI/OCONTO
 QM0572  USGS QUAD   -  MOUNTAIN (1973)
 QM0572
 QM0572                         *CURRENT SURVEY CONTROL
 QM0572  ___________________________________________________________________
 QM0572* NAD 83(1986)-  45 10 35.     (N)    088 28 06.     (W)     SCALED    
 QM0572* NAVD 88     -       294.094  (meters)     964.87   (feet)  ADJUSTED  
 QM0572  ___________________________________________________________________
 QM0572  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 QM0572  DYNAMIC HT  -         294.064 (meters)     964.77  (feet)  COMP
 QM0572  MODELED GRAV-     980,505.6   (mgal)                       NAVD 88
 QM0572
 QM0572  VERT ORDER  -  FIRST     CLASS II
 QM0572
 QM0572.The horizontal coordinates were scaled from a topographic map and have
 QM0572.an estimated accuracy of +/- 6 seconds.
 QM0572
 QM0572.The orthometric height was determined by differential leveling
 QM0572.and adjusted by the National Geodetic Survey in June 1991..
 QM0572
 QM0572.The geoid height was determined by GEOID03.
 QM0572
 QM0572.The dynamic height is computed by dividing the NAVD 88
 QM0572.geopotential number by the normal gravity value computed on the
 QM0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0572.degrees latitude (g = 980.6199 gals.).
 QM0572
 QM0572.The modeled gravity was interpolated from observed gravity values.
 QM0572
 QM0572;                    North         East    Units  Estimated Accuracy
 QM0572;SPC WI C     -   150,380.      720,380.      MT  (+/- 180 meters Scaled)
 QM0572
 QM0572                          SUPERSEDED SURVEY CONTROL
 QM0572
 QM0572.No superseded survey control is available for this station.
 QM0572
 QM0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR846035(NAD 83)
 QM0572_MARKER: DB = BENCH MARK DISK
 QM0572_SETTING: 66 = SET IN ROCK OUTCROP
 QM0572_SP_SET: ROCK OUTCROP
 QM0572_STAMPING: F 223 1985
 QM0572_MARK LOGO: NGS   
 QM0572_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QM0572+STABILITY: POSITION/ELEVATION WELL
 QM0572_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0572+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2005
 QM0572
 QM0572  HISTORY     - Date     Condition        Report By
 QM0572  HISTORY     - 1985     MONUMENTED       NGS
 QM0572  HISTORY     - 19961020 GOOD             USPSQD
 QM0572  HISTORY     - 20021001 GOOD             USPSQD
 QM0572  HISTORY     - 20021210 GOOD             USPSQD
 QM0572  HISTORY     - 20040325 GOOD             USPSQD
 QM0572  HISTORY     - 20051130 GOOD             WIDT
 QM0572
 QM0572                          STATION DESCRIPTION
 QM0572
 QM0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QM0572'41.3 KM (25.65 MI) NW FROM GILLETT.
 QM0572'41.3 KM (25.65 MI) NORTHWETSERLY ALONG STATE HIGHWAY 32 FROM ITS
 QM0572'JUNCTION WITH STATE HIGHWAY 22 IN GILLETT, IN THE CENTER OF THE
 QM0572'EASTERN 1/4 OF A 20 BY 30 FOOT EXPOSED AREA OF OUTCROPPING BEDROCK,
 QM0572'1.0 KM (0.6 MI) SOUTHEAST OF THE INTERSECTION OF COUNTY ROAD W, AND
 QM0572'14.0 M (45.9 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 QM0572'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 QM0572'THE MARK IS 2.5 M ABOVE THE HIGHWAY.
 QM0572
 QM0572                          STATION RECOVERY (1996)
 QM0572
 QM0572'RECOVERY NOTE BY US POWER SQUADRON 1996
 QM0572'RECOVERED IN GOOD CONDITION.
 QM0572
 QM0572                          STATION RECOVERY (2002)
 QM0572
 QM0572'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QM0572'RECOVERED IN GOOD CONDITION.
 QM0572
 QM0572                          STATION RECOVERY (2002)
 QM0572
 QM0572'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 QM0572'RECOVERED IN GOOD CONDITION.  ADD-- ON TOP OF A
 QM0572'PROMINANT LARGE BOLDER
 QM0572
 QM0572                          STATION RECOVERY (2004)
 QM0572
 QM0572'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0572'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS ABOUT 100 FEET
 QM0572'SOUTH OF THE EXTENDED CENTERLINE OF THE DRIVEWAY TO --13795--.
 QM0572
 QM0572                          STATION RECOVERY (2005)
 QM0572
 QM0572'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0572'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0436 ***********************************************************************
 QN0436  DESIGNATION -  F 224
 QN0436  PID         -  QN0436
 QN0436  STATE/COUNTY-  WI/RUSK
 QN0436  USGS QUAD   -  TONY (1981)
 QN0436
 QN0436                         *CURRENT SURVEY CONTROL
 QN0436  ___________________________________________________________________
 QN0436* NAD 83(1986)-  45 29 27.     (N)    090 55 31.     (W)     SCALED    
 QN0436* NAVD 88     -       391.186  (meters)    1283.42   (feet)  ADJUSTED  
 QN0436  ___________________________________________________________________
 QN0436  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 QN0436  DYNAMIC HT  -         391.171 (meters)    1283.37  (feet)  COMP
 QN0436  MODELED GRAV-     980,566.3   (mgal)                       NAVD 88
 QN0436
 QN0436  VERT ORDER  -  FIRST     CLASS II
 QN0436
 QN0436.The horizontal coordinates were scaled from a topographic map and have
 QN0436.an estimated accuracy of +/- 6 seconds.
 QN0436
 QN0436.The orthometric height was determined by differential leveling
 QN0436.and adjusted by the National Geodetic Survey in June 1991..
 QN0436
 QN0436.The geoid height was determined by GEOID03.
 QN0436
 QN0436.The dynamic height is computed by dividing the NAVD 88
 QN0436.geopotential number by the normal gravity value computed on the
 QN0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0436.degrees latitude (g = 980.6199 gals.).
 QN0436
 QN0436.The modeled gravity was interpolated from observed gravity values.
 QN0436
 QN0436;                    North         East    Units  Estimated Accuracy
 QN0436;SPC WI C     -   184,600.      527,670.      MT  (+/- 180 meters Scaled)
 QN0436
 QN0436                          SUPERSEDED SURVEY CONTROL
 QN0436
 QN0436.No superseded survey control is available for this station.
 QN0436
 QN0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL621395(NAD 83)
 QN0436_MARKER: I = METAL ROD
 QN0436_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QN0436+WITH SETTING: INFORMATION.
 QN0436_SP_SET: SHALLOW-SET METAL ROD
 QN0436_STAMPING: F 224 1985
 QN0436_MARK LOGO: NGS   
 QN0436_PROJECTION: RECESSED 3 CENTIMETERS
 QN0436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0436_ROD/PIPE-DEPTH: 2.7  meters
 QN0436
 QN0436  HISTORY     - Date     Condition        Report By
 QN0436  HISTORY     - 1985     MONUMENTED       NGS
 QN0436  HISTORY     - 20040929 MARK NOT FOUND   WIDT
 QN0436
 QN0436                          STATION DESCRIPTION
 QN0436
 QN0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QN0436'15.7 KM (9.75 MI) EAST FROM LADYSMITH.
 QN0436'15.7 KM (9.75 MI) EASTERLY ALONG U.S. HIGHWAY 8 FROM ITS JUNCTION WITH
 QN0436'U.S. HIGHWAY 27 IN LADYSMITH, 48.1 M (157.8 FT) SOUTH OF THE
 QN0436'CENTERLINE OF THE HIGHWAY, 35.8 M (117.5 FT) NORTH OF THE CENTER OF A
 QN0436'DRIVEWAY LEADING TO THE DAVID SOLSRUD RESIDENCE, 13.1 M (43.0 FT)
 QN0436'SOUTH OF THE NEAR RAIL OF THE SOO LINE RAILROAD, 10.0 M (32.8 FT) WEST
 QN0436'OF THE CENTER OF RANGE LINE ROAD, AND 0.8 M (2.6 FT) NORTH OF A
 QN0436'UTILITY POLE. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 QN0436'CAP.
 QN0436'THE MARK IS 0.7 METERS  N FROM  A WITNESS POST
 QN0436'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 QN0436
 QN0436                          STATION RECOVERY (2004)
 QN0436
 QN0436'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0436'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0411 ***********************************************************************
 QN0411  DESIGNATION -  F 225
 QN0411  PID         -  QN0411
 QN0411  STATE/COUNTY-  WI/PRICE
 QN0411  USGS QUAD   -  BIG BRIENS LAKE (1981)
 QN0411
 QN0411                         *CURRENT SURVEY CONTROL
 QN0411  ___________________________________________________________________
 QN0411* NAD 83(1986)-  45 33 15.     (N)    090 13 43.     (W)     SCALED    
 QN0411* NAVD 88     -       503.892  (meters)    1653.19   (feet)  ADJUSTED  
 QN0411  ___________________________________________________________________
 QN0411  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 QN0411  DYNAMIC HT  -         503.867 (meters)    1653.10  (feet)  COMP
 QN0411  MODELED GRAV-     980,548.9   (mgal)                       NAVD 88
 QN0411
 QN0411  VERT ORDER  -  FIRST     CLASS II
 QN0411
 QN0411.The horizontal coordinates were scaled from a topographic map and have
 QN0411.an estimated accuracy of +/- 6 seconds.
 QN0411
 QN0411.The orthometric height was determined by differential leveling
 QN0411.and adjusted by the National Geodetic Survey in June 1991..
 QN0411
 QN0411.The geoid height was determined by GEOID03.
 QN0411
 QN0411.The dynamic height is computed by dividing the NAVD 88
 QN0411.geopotential number by the normal gravity value computed on the
 QN0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0411.degrees latitude (g = 980.6199 gals.).
 QN0411
 QN0411.The modeled gravity was interpolated from observed gravity values.
 QN0411
 QN0411;                    North         East    Units  Estimated Accuracy
 QN0411;SPC WI N     -    43,090.      582,150.      MT  (+/- 180 meters Scaled)
 QN0411
 QN0411                          SUPERSEDED SURVEY CONTROL
 QN0411
 QN0411.No superseded survey control is available for this station.
 QN0411
 QN0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL163482(NAD 83)
 QN0411_MARKER: I = METAL ROD
 QN0411_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0411_SP_SET: STAINLESS STEEL ROD
 QN0411_STAMPING: F 225 1985
 QN0411_MARK LOGO: NGS   
 QN0411_PROJECTION: FLUSH
 QN0411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0411_ROD/PIPE-DEPTH: 4.9  meters
 QN0411
 QN0411  HISTORY     - Date     Condition        Report By
 QN0411  HISTORY     - 1985     MONUMENTED       NGS
 QN0411  HISTORY     - 20030904 GOOD             USPSQD
 QN0411
 QN0411                          STATION DESCRIPTION
 QN0411
 QN0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QN0411'4.9 KM (3.05 MI) EAST FROM PRENTICE.
 QN0411'4.9 KM (3.05 MI) EASTERLY ALONG U.S. HIGHWAY 8 FROM ITS JUNCTION WITH
 QN0411'COUNTY ROAD A IN PRENTICE, 36.0 M (118.1 FT) NORTH OF THE CENTERLINE
 QN0411'OF THE HIGHWAY, 5.5 M (18.0 FT) WEST OF THE CENTER OF LOUND ROAD, AND
 QN0411'1.3 M (4.3 FT) NORTH OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT
 QN0411'IS HAD THROUGH A 5-INCH LOGO CAP.
 QN0411'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 QN0411'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 QN0411
 QN0411                          STATION RECOVERY (2003)
 QN0411
 QN0411'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 QN0411'RECOVERED IN GOOD CONDITION.  NOTE-- THE UTILITY POLE IS NUMBERED
 QN0411'--33-93/07-- AND HAS 1 TRANSFORMER AND 1 GUY WIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0526 ***********************************************************************
 QM0526  DESIGNATION -  F 226
 QM0526  PID         -  QM0526
 QM0526  STATE/COUNTY-  WI/ONEIDA
 QM0526  USGS QUAD   -  MONICO (1965)
 QM0526
 QM0526                         *CURRENT SURVEY CONTROL
 QM0526  ___________________________________________________________________
 QM0526* NAD 83(1986)-  45 34 28.     (N)    089 09 57.     (W)     SCALED    
 QM0526* NAVD 88     -       487.412  (meters)    1599.12   (feet)  ADJUSTED  
 QM0526  ___________________________________________________________________
 QM0526  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 QM0526  DYNAMIC HT  -         487.378 (meters)    1599.01  (feet)  COMP
 QM0526  MODELED GRAV-     980,531.3   (mgal)                       NAVD 88
 QM0526
 QM0526  VERT ORDER  -  FIRST     CLASS II
 QM0526
 QM0526.The horizontal coordinates were scaled from a topographic map and have
 QM0526.an estimated accuracy of +/- 6 seconds.
 QM0526
 QM0526.The orthometric height was determined by differential leveling
 QM0526.and adjusted by the National Geodetic Survey in June 1991..
 QM0526
 QM0526.The geoid height was determined by GEOID03.
 QM0526
 QM0526.The dynamic height is computed by dividing the NAVD 88
 QM0526.geopotential number by the normal gravity value computed on the
 QM0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0526.degrees latitude (g = 980.6199 gals.).
 QM0526
 QM0526.The modeled gravity was interpolated from observed gravity values.
 QM0526
 QM0526;                    North         East    Units  Estimated Accuracy
 QM0526;SPC WI N     -    45,660.      665,110.      MT  (+/- 180 meters Scaled)
 QM0526
 QM0526                          SUPERSEDED SURVEY CONTROL
 QM0526
 QM0526.No superseded survey control is available for this station.
 QM0526
 QM0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR310490(NAD 83)
 QM0526_MARKER: DB = BENCH MARK DISK
 QM0526_SETTING: 66 = SET IN ROCK OUTCROP
 QM0526_SP_SET: ROCK OUTCROP
 QM0526_STAMPING: F 226 1985
 QM0526_MARK LOGO: NGS   
 QM0526_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QM0526+STABILITY: POSITION/ELEVATION WELL
 QM0526_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0526+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2005
 QM0526
 QM0526  HISTORY     - Date     Condition        Report By
 QM0526  HISTORY     - 1985     MONUMENTED       NGS
 QM0526  HISTORY     - 20021210 GOOD             USPSQD
 QM0526  HISTORY     - 20040326 GOOD             USPSQD
 QM0526  HISTORY     - 20050818 GOOD             WIDT
 QM0526  HISTORY     - 20050908 GOOD             WIDT
 QM0526
 QM0526                          STATION DESCRIPTION
 QM0526
 QM0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QM0526'21.8 KM (13.55 MI) EAST FROM RHINELANDER.
 QM0526'21.8 KM (13.55 MI) EASTERLY ALONG U.S. HIGHWAY 8 FROM ITS JUNCTION
 QM0526'WITH ONEIDA AVENUE IN RHINELANDER, IN THE CENTER OF THE EAST 1/4 OF A
 QM0526'9 BY 120 FOOT EXPOSED AREA OF OUTCROPPING BEDROCK, 59.1 M (193.9 FT)
 QM0526'WEST OF THE CENTER OF A TRAFFIC ISLAND, 46.9 M (153.9 FT) SOUTH OF THE
 QM0526'CENTERLINE OF THE HIGHWAY, 26.1 M (85.6 FT) SOUTH OF UTILITY POLE
 QM0526'NUMBER 3611 30L2 WITH A TRANSFORMER, AND 1.3 M (4.3 FT) SOUTHWEST OF
 QM0526'THE NORTHEAST FACE OF THE OUTCROP.
 QM0526'THE MARK IS 2.2 METERS  SSW FROM  A WITNESS POST
 QM0526'THE MARK IS 1.2 M ABOVE AN OLD RAILROAD BED.
 QM0526
 QM0526                          STATION RECOVERY (2002)
 QM0526
 QM0526'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 QM0526'RECOVERED IN GOOD CONDITION.
 QM0526
 QM0526                          STATION RECOVERY (2004)
 QM0526
 QM0526'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0526'RECOVERED IN GOOD CONDITION.
 QM0526
 QM0526                          STATION RECOVERY (2005)
 QM0526
 QM0526'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0526'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 QM0526
 QM0526                          STATION RECOVERY (2005)
 QM0526
 QM0526'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0526'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0810 ***********************************************************************
 PN0810  DESIGNATION -  F 227
 PN0810  PID         -  PN0810
 PN0810  STATE/COUNTY-  WI/OCONTO
 PN0810  USGS QUAD   -  GILLETT (1974)
 PN0810
 PN0810                         *CURRENT SURVEY CONTROL
 PN0810  ___________________________________________________________________
 PN0810* NAD 83(1986)-  44 53 48.     (N)    088 17 17.     (W)     SCALED    
 PN0810* NAVD 88     -       245.794  (meters)     806.41   (feet)  ADJUSTED  
 PN0810  ___________________________________________________________________
 PN0810  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 PN0810  DYNAMIC HT  -         245.766 (meters)     806.32  (feet)  COMP
 PN0810  MODELED GRAV-     980,500.4   (mgal)                       NAVD 88
 PN0810
 PN0810  VERT ORDER  -  FIRST     CLASS II
 PN0810
 PN0810.The horizontal coordinates were scaled from a topographic map and have
 PN0810.an estimated accuracy of +/- 6 seconds.
 PN0810
 PN0810.The orthometric height was determined by differential leveling
 PN0810.and adjusted by the National Geodetic Survey in June 1991..
 PN0810
 PN0810.The geoid height was determined by GEOID03.
 PN0810
 PN0810.The dynamic height is computed by dividing the NAVD 88
 PN0810.geopotential number by the normal gravity value computed on the
 PN0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0810.degrees latitude (g = 980.6199 gals.).
 PN0810
 PN0810.The modeled gravity was interpolated from observed gravity values.
 PN0810
 PN0810;                    North         East    Units  Estimated Accuracy
 PN0810;SPC WI C     -   119,580.      735,210.      MT  (+/- 180 meters Scaled)
 PN0810
 PN0810                          SUPERSEDED SURVEY CONTROL
 PN0810
 PN0810.No superseded survey control is available for this station.
 PN0810
 PN0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ982722(NAD 83)
 PN0810_MARKER: I = METAL ROD
 PN0810_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0810_SP_SET: STAINLESS STEEL ROD
 PN0810_STAMPING: F 227 1985
 PN0810_MARK LOGO: NGS   
 PN0810_PROJECTION: FLUSH
 PN0810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0810_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0810+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2005
 PN0810_ROD/PIPE-DEPTH: 22.9 meters
 PN0810
 PN0810  HISTORY     - Date     Condition        Report By
 PN0810  HISTORY     - 1985     MONUMENTED       NGS
 PN0810  HISTORY     - 19991112 GOOD             USPSQD
 PN0810  HISTORY     - 20040324 GOOD             USPSQD
 PN0810  HISTORY     - 20051129 GOOD             WIDT
 PN0810
 PN0810                          STATION DESCRIPTION
 PN0810
 PN0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0810'1.2 KM (0.75 MI) SOUTH FROM GILLETT.
 PN0810'1.2 KM (0.75 MI) SOUTHERLY ALONG STATE HIGHWAY 32 FROM ITS JUNCTION
 PN0810'WITH STATE HIGHWAY 22 IN GILLETT, 0.1 KM (0.05 MI) WEST OF THE
 PN0810'INTERSECTION OF JONES LANE, 10.1 M (33.1 FT) NORTH OF THE CENTERLINE
 PN0810'OF THE HIGHWAY, AND 0.9 M (3.0 FT) WEST OF UTILITY POLE NUMBER 503.
 PN0810'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PN0810'THE MARK IS 0.2 METERS  E FROM  A WITNESS POST
 PN0810'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 PN0810
 PN0810                          STATION RECOVERY (1999)
 PN0810
 PN0810'RECOVERY NOTE BY US POWER SQUADRON 1999
 PN0810'RECOVERED IN GOOD CONDITION.
 PN0810
 PN0810                          STATION RECOVERY (2004)
 PN0810
 PN0810'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0810'RECOVERED IN GOOD CONDITION.  NOTE-- THE ORANGE WITNESS POST IS LYING
 PN0810'ON THE GROUND.
 PN0810
 PN0810                          STATION RECOVERY (2005)
 PN0810
 PN0810'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0810'RECOVERED IN GOOD CONDITION.  ADD THE STATION IS 1.0 M SOUTH OF AN
 PN0810'ORANGE FIBERGLASS WITNESS POST. --NOTE--THE WITNESS POST FROM THE
 PN0810'PREVIOUS DESCRIPTION WAS RECOVERED UNDER A TREE AND A NEW WITNESS POST
 PN0810'WAS SET AS STATED ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0831 ***********************************************************************
 PN0831  DESIGNATION -  F 228
 PN0831  PID         -  PN0831
 PN0831  STATE/COUNTY-  WI/BROWN
 PN0831  USGS QUAD   -  ONEIDA NORTH (1992)
 PN0831
 PN0831                         *CURRENT SURVEY CONTROL
 PN0831  ___________________________________________________________________
 PN0831* NAD 83(1986)-  44 34 57.     (N)    088 11 24.     (W)     SCALED    
 PN0831* NAVD 88     -       234.228  (meters)     768.46   (feet)  ADJUSTED  
 PN0831  ___________________________________________________________________
 PN0831  GEOID HEIGHT-         -36.17  (meters)                     GEOID03
 PN0831  DYNAMIC HT  -         234.199 (meters)     768.37  (feet)  COMP
 PN0831  MODELED GRAV-     980,489.9   (mgal)                       NAVD 88
 PN0831
 PN0831  VERT ORDER  -  FIRST     CLASS II
 PN0831
 PN0831.The horizontal coordinates were scaled from a topographic map and have
 PN0831.an estimated accuracy of +/- 6 seconds.
 PN0831
 PN0831.The orthometric height was determined by differential leveling
 PN0831.and adjusted by the National Geodetic Survey in June 1991..
 PN0831
 PN0831.The geoid height was determined by GEOID03.
 PN0831
 PN0831.The dynamic height is computed by dividing the NAVD 88
 PN0831.geopotential number by the normal gravity value computed on the
 PN0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0831.degrees latitude (g = 980.6199 gals.).
 PN0831
 PN0831.The modeled gravity was interpolated from observed gravity values.
 PN0831
 PN0831;                    North         East    Units  Estimated Accuracy
 PN0831;SPC WI C     -    84,850.      743,730.      MT  (+/- 180 meters Scaled)
 PN0831
 PN0831                          SUPERSEDED SURVEY CONTROL
 PN0831
 PN0831.No superseded survey control is available for this station.
 PN0831
 PN0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ055372(NAD 83)
 PN0831_MARKER: I = METAL ROD
 PN0831_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0831_SP_SET: STAINLESS STEEL ROD
 PN0831_STAMPING: F 228 1985
 PN0831_MARK LOGO: NGS   
 PN0831_PROJECTION: FLUSH
 PN0831_MAGNETIC: I = MARKER IS A STEEL ROD
 PN0831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0831_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0831+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 PN0831_ROD/PIPE-DEPTH: 4.9  meters
 PN0831
 PN0831  HISTORY     - Date     Condition        Report By
 PN0831  HISTORY     - 1985     MONUMENTED       NGS
 PN0831  HISTORY     - 19940523 GOOD             WI-009
 PN0831  HISTORY     - 20010331 POOR             NGS
 PN0831  HISTORY     - 20021115 GOOD             USPSQD
 PN0831  HISTORY     - 20040325 GOOD             USPSQD
 PN0831  HISTORY     - 20050810 GOOD             WIDT
 PN0831
 PN0831                          STATION DESCRIPTION
 PN0831
 PN0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0831'10.3 KM (6.4 MI) NW FROM GREEN BAY.
 PN0831'10.3 KM (6.4 MI) NORTHWESTERLY ALONG STATE HIGHWAY 32 FROM ITS
 PN0831'JUNCTION WITH U.S. HIGHWAY 41 IN GREEN BAY, 99.8 M (327.4 FT) SOUTH OF
 PN0831'THE CENTERLINE OF THE HIGHWAY, 17.7 M (58.1 FT) EAST OF THE CENTERLINE
 PN0831'OF COUNTY ROAD LL, 7.6 M (24.9 FT) EAST-NORTHEAST OF THE SOUTH END OF
 PN0831'AN 18-INCH PIPE CULVERT, 4.1 M (13.5 FT) SOUTH OF THE CENTER OF A
 PN0831'GRAVELED DRIVEWAY, AND 1.1 M (3.6 FT) NORTH OF NORTH LEG OF DOUBLE
 PN0831'UTILITY POLE NUMBER 2419 3 98.  NOTE--ACCESS TO DATUM POINT IS HAD
 PN0831'THROUGH A 5-INCH LOGO CAP.
 PN0831'THE MARK IS 0.2 METERS  S FROM  A WITNESS POST
 PN0831'THE MARK IS ABOVE LEVEL WITH THE COUNTY ROAD.
 PN0831
 PN0831                          STATION RECOVERY (1994)
 PN0831
 PN0831'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0831'REVISIONS TO DESCRIPTION.  STH 32 IS STH 29 AND 32.  327.4 FEET (99.8
 PN0831'M) FROM THE CENTERLINE OF THE HIGHWAY IS INCORRECT THE HIGHWAY WAS
 PN0831'RELOCATED.  THE COUNTY ROAD IS CTH U.  IT IS 20.1 FEET (6.1 M) EAST
 PN0831'NORTHEAST FROM FROM THE CULVERT.  THE GRAVEL DRIVE IS NO LONGER THERE
 PN0831'BUT A BLACKTOP DRIVEWAY TO THE LUCKY U GAS STATION IS.  58 FEET (17.7
 PN0831'M) EASTERLY OF THE CENTER LINE OF CTH U.  22 FEET (6.7 M) SOUTHERLY
 PN0831'FROM FROM THE CENTER LINE OF THE DRIVE O THE LUCKY U. DIRECTLY BEHIND
 PN0831'A GUARD RAIL FOR THE DRIVE.  THE ROD LOOKS STABLE BUT THE CASEMENT IS
 PN0831'LEANING.
 PN0831
 PN0831                          STATION RECOVERY (2001)
 PN0831
 PN0831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PN0831'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PN0831
 PN0831                          STATION RECOVERY (2002)
 PN0831
 PN0831'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0831'RECOVERED IN GOOD CONDITION.
 PN0831
 PN0831                          STATION RECOVERY (2004)
 PN0831
 PN0831'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN0831'RECOVERED IN GOOD CONDITION.
 PN0831
 PN0831                          STATION RECOVERY (2005)
 PN0831
 PN0831'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0831'RECOVERED IN GOOD CONDITION.  ADD--THE STATION IS 1.0 M NORTH OF AN
 PN0831'ORANGE FIBERGLASS WITNESS POST, 0.2 M NORTH OF A 1 INCH IRON PIPE, 15
 PN0831'CM BELOW THE TOP OF THE CASING. --NOTE--THE GAS STATION HAS BEEN
 PN0831'CLOSED TO BUSINESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0738 ***********************************************************************
 ON0738  DESIGNATION -  F 230
 ON0738  PID         -  ON0738
 ON0738  STATE/COUNTY-  WI/MONROE
 ON0738  USGS QUAD   -  CITY ROCK (1983)
 ON0738
 ON0738                         *CURRENT SURVEY CONTROL
 ON0738  ___________________________________________________________________
 ON0738* NAD 83(1986)-  43 59 51.     (N)    090 43 18.     (W)     SCALED    
 ON0738* NAVD 88     -       254.972  (meters)     836.52   (feet)  ADJUSTED  
 ON0738  ___________________________________________________________________
 ON0738  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 ON0738  DYNAMIC HT  -         254.923 (meters)     836.36  (feet)  COMP
 ON0738  MODELED GRAV-     980,419.8   (mgal)                       NAVD 88
 ON0738
 ON0738  VERT ORDER  -  FIRST     CLASS II
 ON0738
 ON0738.The horizontal coordinates were scaled from a topographic map and have
 ON0738.an estimated accuracy of +/- 6 seconds.
 ON0738
 ON0738.The orthometric height was determined by differential leveling
 ON0738.and adjusted by the National Geodetic Survey in June 1991..
 ON0738
 ON0738.The geoid height was determined by GEOID03.
 ON0738
 ON0738.The dynamic height is computed by dividing the NAVD 88
 ON0738.geopotential number by the normal gravity value computed on the
 ON0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0738.degrees latitude (g = 980.6199 gals.).
 ON0738
 ON0738.The modeled gravity was interpolated from observed gravity values.
 ON0738
 ON0738;                    North         East    Units  Estimated Accuracy
 ON0738;SPC WI S     -   222,160.      542,120.      MT  (+/- 180 meters Scaled)
 ON0738
 ON0738                          SUPERSEDED SURVEY CONTROL
 ON0738
 ON0738.No superseded survey control is available for this station.
 ON0738
 ON0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ826741(NAD 83)
 ON0738_MARKER: F = FLANGE-ENCASED ROD
 ON0738_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ON0738_SP_SET: STAINLESS STEEL ROD
 ON0738_STAMPING: F 230 1985
 ON0738_MARK LOGO: NGS   
 ON0738_PROJECTION: FLUSH
 ON0738_MAGNETIC: I = MARKER IS A STEEL ROD
 ON0738_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON0738+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2003
 ON0738_ROD/PIPE-DEPTH: 6.1  meters
 ON0738
 ON0738  HISTORY     - Date     Condition        Report By
 ON0738  HISTORY     - 1985     MONUMENTED       NGS
 ON0738  HISTORY     - 20021009 GOOD             WIDT
 ON0738  HISTORY     - 20030519 GOOD             USPSQD
 ON0738
 ON0738                          STATION DESCRIPTION
 ON0738
 ON0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ON0738'10.9 KM (6.8 MI) EAST FROM SPARTA.
 ON0738'10.9 KM (6.8 MI) EASTERLY ALONG STATE HIGHWAY 21 FROM ITS JUNCTION
 ON0738'WITH STATE HIGHWAY 16 IN SPARTA, 29.9 M (98.1 FT) SOUTHEAST OF THE
 ON0738'CENTERLINE OF THE HIGHWAY, 28.4 M (93.2 FT) NORTHWEST OF THE CENTER OF
 ON0738'THE INTERSECTION OF A DIRT T-ROAD, AND 14.2 M (46.6 FT) NORTHEAST OF
 ON0738'THE CENTER OF A DIRT ROAD LEADING EAST.  NOTE--ACCESS TO DATUM POINT
 ON0738'IS HAD THROUGH A 5-INCH LOGO CAP.
 ON0738'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 ON0738'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ON0738
 ON0738                          STATION RECOVERY (2002)
 ON0738
 ON0738'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (CJH)
 ON0738'OWNERSHIP--TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 21
 ON0738'WITH COUNTY HIGHWAY BB ABOUT 6 MI (9.66 KM) NORTHEAST OF SPARTA, GO
 ON0738'SOUTHWEST ON STATE HIGHWAY 21 FOR 0.2 MI (0.32 KM) TO THE STATION ON
 ON0738'THE LEFT.  THE STATION IS A NATIONAL GEIDETIC SURVEY STEEL ROD AND
 ON0738'LOGO CAP VERTICAL CONTROL DISK ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 ON0738'THE STATION IS 30 M (98.4 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY
 ON0738'21, 19 M (62.3 FT) WEST OF THE EXTENDED CENTERLINE OF A DIRT ROAD
 ON0738'LEADING SOUTH, 15 M (49.2 FT) NORTHEAST OF THE CENTERLINE OF A DIRT
 ON0738'ROAD AND 0.2 M (0.7 FT) SOUTH OF AN ORANGE FIBERGLASS WITNESS POST.
 ON0738'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 ON0738'THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE SOUTH
 ON0738'EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
 ON0738
 ON0738                          STATION RECOVERY (2003)
 ON0738
 ON0738'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 ON0738'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.2 MILE SOUTHWEST
 ON0738'ALONG HIGHWAY 21 FROM COUNTY HIGHWAY BB.  THERE ARE NO OBSTRUCTIONS
 ON0738'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0715 ***********************************************************************
 ON0715  DESIGNATION -  F 231
 ON0715  PID         -  ON0715
 ON0715  STATE/COUNTY-  WI/LA CROSSE
 ON0715  USGS QUAD   -  LA CROSSE (1993)
 ON0715
 ON0715                         *CURRENT SURVEY CONTROL
 ON0715  ___________________________________________________________________
 ON0715* NAD 83(1986)-  43 52 23.     (N)    091 09 36.     (W)     SCALED    
 ON0715* NAVD 88     -       218.408  (meters)     716.56   (feet)  ADJUSTED  
 ON0715  ___________________________________________________________________
 ON0715  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 ON0715  DYNAMIC HT  -         218.366 (meters)     716.42  (feet)  COMP
 ON0715  MODELED GRAV-     980,423.2   (mgal)                       NAVD 88
 ON0715
 ON0715  VERT ORDER  -  FIRST     CLASS II
 ON0715
 ON0715.The horizontal coordinates were scaled from a topographic map and have
 ON0715.an estimated accuracy of +/- 6 seconds.
 ON0715
 ON0715.The orthometric height was determined by differential leveling
 ON0715.and adjusted by the National Geodetic Survey in June 1991..
 ON0715
 ON0715.The geoid height was determined by GEOID03.
 ON0715
 ON0715.The dynamic height is computed by dividing the NAVD 88
 ON0715.geopotential number by the normal gravity value computed on the
 ON0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0715.degrees latitude (g = 980.6199 gals.).
 ON0715
 ON0715.The modeled gravity was interpolated from observed gravity values.
 ON0715
 ON0715;                    North         East    Units  Estimated Accuracy
 ON0715;SPC WI S     -   208,730.      506,770.      MT  (+/- 180 meters Scaled)
 ON0715
 ON0715                          SUPERSEDED SURVEY CONTROL
 ON0715
 ON0715.No superseded survey control is available for this station.
 ON0715
 ON0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ478594(NAD 83)
 ON0715_MARKER: F = FLANGE-ENCASED ROD
 ON0715_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ON0715_SP_SET: STAINLESS STEEL ROD
 ON0715_STAMPING: F 231 1985
 ON0715_MARK LOGO: NGS   
 ON0715_PROJECTION: FLUSH
 ON0715_MAGNETIC: I = MARKER IS A STEEL ROD
 ON0715_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0715_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0715+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2002
 ON0715_ROD/PIPE-DEPTH: 8.5  meters
 ON0715
 ON0715  HISTORY     - Date     Condition        Report By
 ON0715  HISTORY     - 1985     MONUMENTED       NGS
 ON0715  HISTORY     - 20021008 GOOD             WIDT
 ON0715  HISTORY     - 20030519 GOOD             USPSQD
 ON0715
 ON0715                          STATION DESCRIPTION
 ON0715
 ON0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ON0715'13.4 KM (8.3 MI) EAST FROM LA CROSSE.
 ON0715'6.7 KM (4.15 MI) NORTH ALONG U.S. HIGHWAY 53 FROM ITS JUNCTION WITH
 ON0715'U.S. HIGHWAYS 14 AND 16 IN LA CROSSE, THENCE 6.7 KM (4.15 MI) EASTERLY
 ON0715'ALONG INTERSTATE HIGHWAY 90, 26.6 M (87.3 FT) SOUTHEAST OF THE
 ON0715'EXTENDED CENTER OF VALLEY VUE DRIVE LEADING SOUTH, 23.7 M (77.8 FT)
 ON0715'SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, AND
 ON0715'1.3 M (4.3 FT) NORTHEAST OF A UTILITY POLE WITH LINES CROSSING THE
 ON0715'HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 ON0715'CAP.
 ON0715'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 ON0715'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 ON0715
 ON0715                          STATION RECOVERY (2002)
 ON0715
 ON0715'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (DJH)
 ON0715'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 ON0715'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 WITH US HIGHWAY 16
 ON0715'ON THE NORTHSIDE OF THE CITY OF LA CROSSE, GO EAST ON INTERSTATE
 ON0715'HIGHWAY 90 FOR 1.3 MI (2.09 KM) TO THE STATION ON THE RIGHT DIRECTLY
 ON0715'UNDER POWERLINES CROSSING INTERSTATE HIGHWAY 90.  THE STATION IS A
 ON0715'NATIONAL GEODETIC SURVEY STEEL ROD AND LOGO CAP VERTICAL CONTROL
 ON0715'STATION ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 23.6 M
 ON0715'(77.4 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF INTERSTATE
 ON0715'HIGHWAY 90, 24 M (78.7 FT) EAST OF THE EXTENDED CENTERLINE OF VALLY
 ON0715'VUE DRIVE, 9.8 M (32.2 FT) NORTH OF THE CENTERLINE OF A DEAD END
 ON0715'FRONTAGE ROAD, 1.2 M (3.9 FT) NORTH OF A POWER POLE --150AA3 L4 61--,
 ON0715'0.3 M (1.0 FT) NORTH OF A RIGHT OF WAY FENCE AND 0.1 M (0.3 FT) NORTH
 ON0715'OF AN ORANGE FIBERGLASS WITNESS POST.  ---NOTE---THIS STATION IS NOT
 ON0715'SUITABLE FOR GPS OBSERVATION DUE TO THE TREES IN ALL QUADRANTS
 ON0715'EXTENDING TO 45 DEGREES ABOVE THE HORIZON.
 ON0715
 ON0715                          STATION RECOVERY (2003)
 ON0715
 ON0715'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 ON0715'RECOVERED IN GOOD CONDITION.  THE STATION IS 1 FOOT NORTH OF A FENCE,
 ON0715'6 INCHES NORTH OF AN ORANGE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0399 ***********************************************************************
 QL0399  DESIGNATION -  F 24
 QL0399  PID         -  QL0399
 QL0399  STATE/COUNTY-  WI/MARINETTE
 QL0399  USGS QUAD   -  PEMBINE (1982)
 QL0399
 QL0399                         *CURRENT SURVEY CONTROL
 QL0399  ___________________________________________________________________
 QL0399* NAD 83(1986)-  45 38 56.     (N)    087 58 03.     (W)     SCALED    
 QL0399* NAVD 88     -       285.728  (meters)     937.43   (feet)  ADJUSTED  
 QL0399  ___________________________________________________________________
 QL0399  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 QL0399  DYNAMIC HT  -         285.717 (meters)     937.39  (feet)  COMP
 QL0399  MODELED GRAV-     980,570.4   (mgal)                       NAVD 88
 QL0399
 QL0399  VERT ORDER  -  SECOND    CLASS 0
 QL0399
 QL0399.The horizontal coordinates were scaled from a topographic map and have
 QL0399.an estimated accuracy of +/- 6 seconds.
 QL0399
 QL0399.The orthometric height was determined by differential leveling
 QL0399.and adjusted by the National Geodetic Survey in June 1991..
 QL0399
 QL0399.The geoid height was determined by GEOID03.
 QL0399
 QL0399.The dynamic height is computed by dividing the NAVD 88
 QL0399.geopotential number by the normal gravity value computed on the
 QL0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0399.degrees latitude (g = 980.6199 gals.).
 QL0399
 QL0399.The modeled gravity was interpolated from observed gravity values.
 QL0399
 QL0399;                    North         East    Units  Estimated Accuracy
 QL0399;SPC WI C     -   203,740.      758,430.      MT  (+/- 180 meters Scaled)
 QL0399
 QL0399                          SUPERSEDED SURVEY CONTROL
 QL0399
 QL0399  NGVD 29 (??/??/92)  285.735  (m)          937.45   (f) ADJ UNCH    2 0
 QL0399
 QL0399.Superseded values are not recommended for survey control.
 QL0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0399.See file dsdata.txt to determine how the superseded data were derived.
 QL0399
 QL0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR246554(NAD 83)
 QL0399_MARKER: DB = BENCH MARK DISK
 QL0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0399_STAMPING: F 24 1934
 QL0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0399+STABILITY: SURFACE MOTION
 QL0399_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0399+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 QL0399
 QL0399  HISTORY     - Date     Condition        Report By
 QL0399  HISTORY     - 1934     MONUMENTED       CGS
 QL0399  HISTORY     - 20051115 GOOD             WIDT
 QL0399
 QL0399                          STATION DESCRIPTION
 QL0399
 QL0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QL0399'1.5 MI E FROM PEMBINE.
 QL0399'1.5 MILES EAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QL0399'MARIE RAILROAD FROM THE STATION AT PEMBINE, MARINETTE COUNTY,
 QL0399'90 FEET EAST OF MILEPOST 291, 24 FEET SOUTH OF THE CENTERLINE
 QL0399'OF THE MAIN TRACK, 18 FEET NORTH OF A FENCE, 6 FEET WEST OF A
 QL0399'POLE, AND 18 INCHES LOWER THAN THE TRACK.  A STANDARD DISK,
 QL0399'STAMPED F 24 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QL0399
 QL0399                          STATION RECOVERY (2005)
 QL0399
 QL0399'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QL0399'RECOVERED IN GOOD CONDITION.   ADD THE STATION IS 232.3 M SOUTHWEST OF
 QL0399'THE JUNCTION OF US HIGHWAY 141 WITH THE CANADIAN NATIONAL RAILWAY,
 QL0399'200.3 M SOUTHWEST OF THE CENTERLINE OF A DOUBLE CULVERT UNDER THE
 QL0399'RAILROAD TRACKS AND WEST OF THE US HIGHWAY 141, 28.7 M SOUTHWEST OF A
 QL0399'NEW WHISTLE POST FOR THE WESTBOUND TRAINS,
 QL0399'1.0 M NORTHWEST OF AN ORANGE FIBERGLASS WITNESS POST, AND PROTRUDES 30
 QL0399'CM ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0161 ***********************************************************************
 QM0161  DESIGNATION -  F 25
 QM0161  PID         -  QM0161
 QM0161  STATE/COUNTY-  WI/FOREST
 QM0161  USGS QUAD   -  NEWALD (1981)
 QM0161
 QM0161                         *CURRENT SURVEY CONTROL
 QM0161  ___________________________________________________________________
 QM0161* NAD 83(1986)-  45 39 10.     (N)    088 40 49.     (W)     SCALED    
 QM0161* NAVD 88     -       468.450  (meters)    1536.91   (feet)  ADJUSTED  
 QM0161  ___________________________________________________________________
 QM0161  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 QM0161  DYNAMIC HT  -         468.426 (meters)    1536.83  (feet)  COMP
 QM0161  MODELED GRAV-     980,548.8   (mgal)                       NAVD 88
 QM0161
 QM0161  VERT ORDER  -  SECOND    CLASS 0
 QM0161
 QM0161.The horizontal coordinates were scaled from a topographic map and have
 QM0161.an estimated accuracy of +/- 6 seconds.
 QM0161
 QM0161.The orthometric height was determined by differential leveling
 QM0161.and adjusted by the National Geodetic Survey in June 1991..
 QM0161
 QM0161.The geoid height was determined by GEOID03.
 QM0161
 QM0161.The dynamic height is computed by dividing the NAVD 88
 QM0161.geopotential number by the normal gravity value computed on the
 QM0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0161.degrees latitude (g = 980.6199 gals.).
 QM0161
 QM0161.The modeled gravity was interpolated from observed gravity values.
 QM0161
 QM0161;                    North         East    Units  Estimated Accuracy
 QM0161;SPC WI N     -    54,880.      702,860.      MT  (+/- 180 meters Scaled)
 QM0161
 QM0161                          SUPERSEDED SURVEY CONTROL
 QM0161
 QM0161  NGVD 29 (??/??/92)  468.442  (m)         1536.88   (f) ADJ UNCH    2 0
 QM0161
 QM0161.Superseded values are not recommended for survey control.
 QM0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0161.See file dsdata.txt to determine how the superseded data were derived.
 QM0161
 QM0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR690568(NAD 83)
 QM0161_MARKER: DB = BENCH MARK DISK
 QM0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0161_STAMPING: F 25 1934
 QM0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0161+STABILITY: SURFACE MOTION
 QM0161
 QM0161  HISTORY     - Date     Condition        Report By
 QM0161  HISTORY     - 1934     MONUMENTED       CGS
 QM0161  HISTORY     - 1971     MARK NOT FOUND   USGS
 QM0161  HISTORY     - 20051205 MARK NOT FOUND   WIDT
 QM0161
 QM0161                          STATION DESCRIPTION
 QM0161
 QM0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QM0161'2.4 MI W FROM CAVOUR.
 QM0161'2.4 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE,
 QM0161'MARIE RAILROAD FROM THE STATION AT CAVOUR, FOREST COUNTY, AT
 QM0161'MILEAGE 253.8, 135 FEET WEST OF THE CENTERLINE OF THE CHICAGO
 QM0161'AND NORTH WESTERN RAILWAY TRACK, AND 30 FEET NORTH OF THE
 QM0161'CENTERLINE OF THE MAIN M. ST. P AND S STE. M. R.R. TRACK.  A
 QM0161'STANDARD DISK, STAMPED F 25 1934 AND SET IN THE TOP OF A CONCRETE
 QM0161'POST.
 QM0161
 QM0161                          STATION RECOVERY (1971)
 QM0161
 QM0161'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 QM0161'MARK NOT FOUND.
 QM0161
 QM0161                          STATION RECOVERY (2005)
 QM0161
 QM0161'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0161'MARK NOT FOUND.  ADD THE PUBLISHED DISTANCES FROM THE RAILS OF THE TWO
 QM0161'RAILWAYS INTERSECT AT A POINT. NO EVIDENCE OF THE STATION WAS
 QM0161'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0383 ***********************************************************************
 QL0383  DESIGNATION -  F 26
 QL0383  PID         -  QL0383
 QL0383  STATE/COUNTY-  WI/MARINETTE
 QL0383  USGS QUAD   -  AMBERG (1982)
 QL0383
 QL0383                         *CURRENT SURVEY CONTROL
 QL0383  ___________________________________________________________________
 QL0383* NAD 83(1986)-  45 37 23.     (N)    087 59 48.     (W)     SCALED    
 QL0383* NAVD 88     -       297.143  (meters)     974.88   (feet)  ADJUSTED  
 QL0383  ___________________________________________________________________
 QL0383  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 QL0383  DYNAMIC HT  -         297.130 (meters)     974.83  (feet)  COMP
 QL0383  MODELED GRAV-     980,563.2   (mgal)                       NAVD 88
 QL0383
 QL0383  VERT ORDER  -  SECOND    CLASS 0
 QL0383
 QL0383.The horizontal coordinates were scaled from a topographic map and have
 QL0383.an estimated accuracy of +/- 6 seconds.
 QL0383
 QL0383.The orthometric height was determined by differential leveling
 QL0383.and adjusted by the National Geodetic Survey in June 1991..
 QL0383
 QL0383.The geoid height was determined by GEOID03.
 QL0383
 QL0383.The dynamic height is computed by dividing the NAVD 88
 QL0383.geopotential number by the normal gravity value computed on the
 QL0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0383.degrees latitude (g = 980.6199 gals.).
 QL0383
 QL0383.The modeled gravity was interpolated from observed gravity values.
 QL0383
 QL0383;                    North         East    Units  Estimated Accuracy
 QL0383;SPC WI C     -   200,810.      756,220.      MT  (+/- 180 meters Scaled)
 QL0383
 QL0383                          SUPERSEDED SURVEY CONTROL
 QL0383
 QL0383  NGVD 29 (??/??/92)  297.148  (m)          974.89   (f) ADJ UNCH    2 0
 QL0383
 QL0383.Superseded values are not recommended for survey control.
 QL0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0383.See file dsdata.txt to determine how the superseded data were derived.
 QL0383
 QL0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR223526(NAD 83)
 QL0383_MARKER: DB = BENCH MARK DISK
 QL0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0383_STAMPING: F 26 1934
 QL0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0383+STABILITY: SURFACE MOTION
 QL0383
 QL0383  HISTORY     - Date     Condition        Report By
 QL0383  HISTORY     - 1934     MONUMENTED       CGS
 QL0383  HISTORY     - 1963     MARK NOT FOUND   USGS
 QL0383  HISTORY     - 20010331 MARK NOT FOUND   NGS
 QL0383  HISTORY     - 20040423 MARK NOT FOUND   GEOCAC
 QL0383  HISTORY     - 20051128 MARK NOT FOUND   WIDT
 QL0383
 QL0383                          STATION DESCRIPTION
 QL0383
 QL0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QL0383'0.8 MI S FROM PEMBINE.
 QL0383'0.8 MILE SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QL0383'PACIFIC RAILROAD FROM THE STATION AT PEMBINE, MARINETTE COUNTY,
 QL0383'55 FEET SOUTH OF A YARD LIMIT SIGN, AT A ROAD CROSSING, 51
 QL0383'FEET NORTH OF THE ROAD, 18 FEET EAST OF THE CENTERLINE OF THE
 QL0383'MAIN TRACK, AND 28 FEET WEST OF A FENCE.  A STANDARD DISK,
 QL0383'STAMPED F 26 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QL0383
 QL0383                          STATION RECOVERY (1963)
 QL0383
 QL0383'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 QL0383'MARK NOT FOUND.
 QL0383
 QL0383                          STATION RECOVERY (2001)
 QL0383
 QL0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QL0383'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QL0383
 QL0383                          STATION RECOVERY (2004)
 QL0383
 QL0383'RECOVERY NOTE BY GEOCACHING 2004 (RFC)
 QL0383'MARK NOT FOUND.
 QL0383
 QL0383                          STATION RECOVERY (2005)
 QL0383
 QL0383'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QL0383'MARK NOT FOUND.  ADD THE PUBLISHED DISTANCES INTERSECT AT A POINT ON
 QL0383'THE SIDE SLOPE OF A RECONSTRUCTED DITCHLINE. NO EVIDENCE OF THE
 QL0383'STATION WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0368 ***********************************************************************
 PN0368  DESIGNATION -  F 28
 PN0368  PID         -  PN0368
 PN0368  STATE/COUNTY-  WI/SHAWANO
 PN0368  USGS QUAD   -  BIRNAMWOOD (1982)
 PN0368
 PN0368                         *CURRENT SURVEY CONTROL
 PN0368  ___________________________________________________________________
 PN0368* NAD 83(1986)-  44 54 12.     (N)    089 12 37.     (W)     SCALED    
 PN0368* NAVD 88     -       382.836  (meters)    1256.02   (feet)  ADJUSTED  
 PN0368  ___________________________________________________________________
 PN0368  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 PN0368  DYNAMIC HT  -         382.773 (meters)    1255.81  (feet)  COMP
 PN0368  MODELED GRAV-     980,443.6   (mgal)                       NAVD 88
 PN0368
 PN0368  VERT ORDER  -  SECOND    CLASS 0
 PN0368
 PN0368.The horizontal coordinates were scaled from a topographic map and have
 PN0368.an estimated accuracy of +/- 6 seconds.
 PN0368
 PN0368.The orthometric height was determined by differential leveling
 PN0368.and adjusted by the National Geodetic Survey in June 1991..
 PN0368
 PN0368.The geoid height was determined by GEOID03.
 PN0368
 PN0368.The dynamic height is computed by dividing the NAVD 88
 PN0368.geopotential number by the normal gravity value computed on the
 PN0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0368.degrees latitude (g = 980.6199 gals.).
 PN0368
 PN0368.The modeled gravity was interpolated from observed gravity values.
 PN0368
 PN0368;                    North         East    Units  Estimated Accuracy
 PN0368;SPC WI C     -   119,200.      662,370.      MT  (+/- 180 meters Scaled)
 PN0368
 PN0368                          SUPERSEDED SURVEY CONTROL
 PN0368
 PN0368  NGVD 29 (??/??/92)  382.854  (m)         1256.08   (f) ADJ UNCH    2 0
 PN0368
 PN0368.Superseded values are not recommended for survey control.
 PN0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0368.See file dsdata.txt to determine how the superseded data were derived.
 PN0368
 PN0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ255745(NAD 83)
 PN0368_MARKER: DB = BENCH MARK DISK
 PN0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0368+STABILITY: SURFACE MOTION
 PN0368_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0368+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2005
 PN0368
 PN0368  HISTORY     - Date     Condition        Report By
 PN0368  HISTORY     - UNK      MONUMENTED       CGS
 PN0368  HISTORY     - 1934     GOOD             NGS
 PN0368  HISTORY     - 20050708 GOOD             WIDT
 PN0368
 PN0368                          STATION DESCRIPTION
 PN0368
 PN0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PN0368'2 MI S FROM BIRNAMWOOD.
 PN0368'ALONG CHICAGO AND NORTH-WESTERN RY., 0.2 MILE S. OF MP 190.
 PN0368'MARK IS AT FENCE, 16 YDS. E. OF CENTERLINE OF TRACK, 10 YDS.
 PN0368'E. OF RAIL TRACK AND 50 YDS. N. OF CROSSING.
 PN0368
 PN0368                          STATION RECOVERY (2005)
 PN0368
 PN0368'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0368'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS LOCATED 44.7 M
 PN0368'NORTH OF THE JUNCTION OF WESTERN AVENUE AND THE WIOUWASH RECREATIONAL
 PN0368'TRAIL, 14.3 M EAST OF THE CENTERLINE OF THE WIOUWASH RECREATIONAL
 PN0368'TRAIL, AND 0.5 M WEST OF A RIGHT-OF-WAY FENCE, 0.3 M WEST OF AN ORANGE
 PN0368'FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0317 ***********************************************************************
 QM0317  DESIGNATION -  F 29
 QM0317  PID         -  QM0317
 QM0317  STATE/COUNTY-  WI/LANGLADE
 QM0317  USGS QUAD   -  ELCHO (1973)
 QM0317
 QM0317                         *CURRENT SURVEY CONTROL
 QM0317  ___________________________________________________________________
 QM0317* NAD 83(1986)-  45 26 08.     (N)    089 10 53.     (W)     SCALED    
 QM0317* NAVD 88     -       498.198  (meters)    1634.50   (feet)  ADJUSTED  
 QM0317  ___________________________________________________________________
 QM0317  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 QM0317  DYNAMIC HT  -         498.144 (meters)    1634.33  (feet)  COMP
 QM0317  MODELED GRAV-     980,493.2   (mgal)                       NAVD 88
 QM0317
 QM0317  VERT ORDER  -  SECOND    CLASS 0
 QM0317
 QM0317.The horizontal coordinates were scaled from a topographic map and have
 QM0317.an estimated accuracy of +/- 6 seconds.
 QM0317
 QM0317.The orthometric height was determined by differential leveling
 QM0317.and adjusted by the National Geodetic Survey in June 1991..
 QM0317
 QM0317.The geoid height was determined by GEOID03.
 QM0317
 QM0317.The dynamic height is computed by dividing the NAVD 88
 QM0317.geopotential number by the normal gravity value computed on the
 QM0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0317.degrees latitude (g = 980.6199 gals.).
 QM0317
 QM0317.The modeled gravity was interpolated from observed gravity values.
 QM0317
 QM0317;                    North         East    Units  Estimated Accuracy
 QM0317;SPC WI C     -   178,370.      664,050.      MT  (+/- 180 meters Scaled)
 QM0317
 QM0317                          SUPERSEDED SURVEY CONTROL
 QM0317
 QM0317  NGVD 29 (??/??/92)  498.179  (m)         1634.44   (f) ADJ UNCH    2 0
 QM0317
 QM0317.Superseded values are not recommended for survey control.
 QM0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0317.See file dsdata.txt to determine how the superseded data were derived.
 QM0317
 QM0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR293336(NAD 83)
 QM0317_MARKER: DB = BENCH MARK DISK
 QM0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0317_STAMPING: F 29 1934
 QM0317_MARK LOGO: CGS   
 QM0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0317+STABILITY: SURFACE MOTION
 QM0317
 QM0317  HISTORY     - Date     Condition        Report By
 QM0317  HISTORY     - 1934     MONUMENTED       CGS
 QM0317  HISTORY     - 20050907 MARK NOT FOUND   WIDT
 QM0317
 QM0317                          STATION DESCRIPTION
 QM0317
 QM0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JDT)
 QM0317'AT ELCHO, LANGLADE COUNTY, ON THE CHICAGO AND NORTH WESTERN RAILWAY, 9
 QM0317'YARDS SOUTH OF THE SOUTH LINE OF THE STATION, 37 YARDS NORTH OF THE
 QM0317'CENTER OF A ROAD CROSSING, 14 YARDS EAST OF THE CENTERLINE OF THE MAIN
 QM0317'TRACK, AND 1 YARD SOUTH OF A TELEGRAPH POLE.  A STANDARD DISK STAMPED
 QM0317'F 29 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QM0317
 QM0317                          STATION RECOVERY (2005)
 QM0317
 QM0317'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0317'MARK NOT FOUND.  ADD--ENTIRE AREA OF THE DESCRIPTION HAS BEEN REGRADED
 QM0317'AND IS NOW A PUBLIC PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0009 ***********************************************************************
 NH0009  DESIGNATION -  F 3
 NH0009  PID         -  NH0009
 NH0009  STATE/COUNTY-  WI/RACINE
 NH0009  USGS QUAD   -  ROCHESTER (1976)
 NH0009
 NH0009                         *CURRENT SURVEY CONTROL
 NH0009  ___________________________________________________________________
 NH0009* NAD 83(1986)-  42 40 43.     (N)    088 08 57.     (W)     SCALED    
 NH0009* NAVD 88     -       244.533  (meters)     802.27   (feet)  ADJUSTED  
 NH0009  ___________________________________________________________________
 NH0009  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 NH0009  DYNAMIC HT  -         244.460 (meters)     802.03  (feet)  COMP
 NH0009  MODELED GRAV-     980,316.0   (mgal)                       NAVD 88
 NH0009
 NH0009  VERT ORDER  -  FIRST     CLASS II
 NH0009
 NH0009.The horizontal coordinates were scaled from a topographic map and have
 NH0009.an estimated accuracy of +/- 6 seconds.
 NH0009
 NH0009.The orthometric height was determined by differential leveling
 NH0009.and adjusted by the National Geodetic Survey in June 1991..
 NH0009
 NH0009.The geoid height was determined by GEOID03.
 NH0009
 NH0009.The dynamic height is computed by dividing the NAVD 88
 NH0009.geopotential number by the normal gravity value computed on the
 NH0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0009.degrees latitude (g = 980.6199 gals.).
 NH0009
 NH0009.The modeled gravity was interpolated from observed gravity values.
 NH0009
 NH0009;                    North         East    Units  Estimated Accuracy
 NH0009;SPC WI S     -    77,070.      751,690.      MT  (+/- 180 meters Scaled)
 NH0009
 NH0009                          SUPERSEDED SURVEY CONTROL
 NH0009
 NH0009  NGVD 29 (??/??/92)  244.610  (m)          802.52   (f) ADJ UNCH    1 2
 NH0009
 NH0009.Superseded values are not recommended for survey control.
 NH0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0009.See file dsdata.txt to determine how the superseded data were derived.
 NH0009
 NH0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN058257(NAD 83)
 NH0009_MARKER: DB = BENCH MARK DISK
 NH0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0009_STAMPING: 802.525 F 3 1930
 NH0009_MARK LOGO: CGS   
 NH0009_PROJECTION: PROJECTING 10 CENTIMETERS
 NH0009_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NH0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0009+STABILITY: SURFACE MOTION
 NH0009_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NH0009+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2001
 NH0009
 NH0009  HISTORY     - Date     Condition        Report By
 NH0009  HISTORY     - 1930     MONUMENTED       CGS
 NH0009  HISTORY     - 1945     GOOD             NGS
 NH0009  HISTORY     - 20010209 GOOD             WIDT
 NH0009
 NH0009                          STATION DESCRIPTION
 NH0009
 NH0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 NH0009'1.9 MI W FROM KANSASVILLE.
 NH0009'1.9 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 NH0009'RAILROAD FROM KANSASVILLE, RACINE COUNTY, AT THE CROSSING OF A
 NH0009'NORTH-AND-SOUTH ROAD, 31 FEET EAST OF THE CENTERLINE OF THE ROAD,
 NH0009'AND 23 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD DISK, STAMPED
 NH0009'802.525 F 3 1930 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NH0009'4 INCHES ABOVE GROUND.
 NH0009
 NH0009                          STATION RECOVERY (2001)
 NH0009
 NH0009'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 NH0009'THE STATION IS LOCATED ABOUT 31 KM SOUTHWEST OF RACINE AND 10 KM EAST
 NH0009'OF BURLINGTON.    OWNERSHIP--CANADIAN PACIFIC RAILROAD.  TO REACH THE
 NH0009'STATION FROM THE JUNCTION OF STATE HIGHWAY 11 (DURAND AVENUE) WITH
 NH0009'STATE HIGHWAY 75 (BEAUMONT AVENUE) IN THE COMMUNITY OF KANSASVILLE,
 NH0009'GO WEST ON STATE HIGHWAY 11 (DURAND AVENUE) FOR 3.3 KM TO CUNNINGHAM
 NH0009'ROAD ON THE LEFT, TURN LEFT AND GO SOUTH ON CUNNINGHAM ROAD FOR 0.5
 NH0009'KM TO A RAILROAD CROSSING AND THE STATION ON THE LEFT.    THE STATION
 NH0009'IS A BRONZE US COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN THE
 NH0009'TOP OF A 26-CM SQUARE CONCRETE POST AND ABOUT LEVEL WITH THE ROAD
 NH0009'PAVEMENT. THE STATION IS 10.8 M EAST OF THE CENTERLINE OF CUNNINGHAM
 NH0009'ROAD, 27 M NORTH OF THE CENTERLINE OF PRIVATE ENTRANCE --4221--, 26.5
 NH0009'M SOUTH OF  POWER POLE --E52-7451--, 9.0 M NORTH OF POWER POLE --50
 NH0009'1716--, AND 7.2 M SOUTH OF THE SOUTH RAIL.   ---NOTE---THIS STATION
 NH0009'IS NOT SUITABLE FOR GPS DUE TO OBSTRUCTIONS EXTENDING HIGHER THAN 25
 NH0009'DEGREES IN ALL QUADRANTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0118 ***********************************************************************
 QM0118  DESIGNATION -  F 30
 QM0118  PID         -  QM0118
 QM0118  STATE/COUNTY-  WI/LANGLADE
 QM0118  USGS QUAD   -  WHITE LAKE (1973)
 QM0118
 QM0118                         *CURRENT SURVEY CONTROL
 QM0118  ___________________________________________________________________
 QM0118* NAD 83(1986)-  45 09 26.     (N)    088 47 38.     (W)     SCALED    
 QM0118* NAVD 88     -       399.650  (meters)    1311.18   (feet)  ADJUSTED  
 QM0118  ___________________________________________________________________
 QM0118  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 QM0118  DYNAMIC HT  -         399.598 (meters)    1311.01  (feet)  COMP
 QM0118  MODELED GRAV-     980,474.5   (mgal)                       NAVD 88
 QM0118
 QM0118  VERT ORDER  -  SECOND    CLASS 0
 QM0118
 QM0118.The horizontal coordinates were scaled from a topographic map and have
 QM0118.an estimated accuracy of +/- 6 seconds.
 QM0118
 QM0118.The orthometric height was determined by differential leveling
 QM0118.and adjusted by the National Geodetic Survey in June 1991..
 QM0118
 QM0118.The geoid height was determined by GEOID03.
 QM0118
 QM0118.The dynamic height is computed by dividing the NAVD 88
 QM0118.geopotential number by the normal gravity value computed on the
 QM0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0118.degrees latitude (g = 980.6199 gals.).
 QM0118
 QM0118.The modeled gravity was interpolated from observed gravity values.
 QM0118
 QM0118;                    North         East    Units  Estimated Accuracy
 QM0118;SPC WI C     -   147,820.      694,830.      MT  (+/- 180 meters Scaled)
 QM0118
 QM0118                          SUPERSEDED SURVEY CONTROL
 QM0118
 QM0118  NGVD 29 (??/??/92)  399.646  (m)         1311.17   (f) ADJ UNCH    2 0
 QM0118
 QM0118.Superseded values are not recommended for survey control.
 QM0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0118.See file dsdata.txt to determine how the superseded data were derived.
 QM0118
 QM0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR590019(NAD 83)
 QM0118_MARKER: DB = BENCH MARK DISK
 QM0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0118+STABILITY: SURFACE MOTION
 QM0118_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0118+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2005
 QM0118
 QM0118  HISTORY     - Date     Condition        Report By
 QM0118  HISTORY     - UNK      MONUMENTED       CGS
 QM0118  HISTORY     - 1934     GOOD             NGS
 QM0118  HISTORY     - 1950     MARK NOT FOUND   USGS
 QM0118  HISTORY     - 20050906 GOOD             WIDT
 QM0118
 QM0118                          STATION DESCRIPTION
 QM0118
 QM0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QM0118'1.7 MI W FROM WHITE LAKE.
 QM0118'1.7 MILES W. OF WHITE LAKE, ALONG CHICAGO AND NORTH-WESTERN RY.,
 QM0118'18 YDS. W. OF MP 23.  MARK IS 7 YDS. S. OF CENTERLINE OF TRACK,
 QM0118'20 YDS. E. OF FARM CROSSING AND 29 YDS. E. OF CULVERT E-37.
 QM0118
 QM0118                          STATION RECOVERY (1950)
 QM0118
 QM0118'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 QM0118'MARK NOT FOUND.
 QM0118
 QM0118                          STATION RECOVERY (2005)
 QM0118
 QM0118'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0118'RECOVERED IN GOOD CONDITION. -ADD-THE STATION IS 26.5 M SOUTH OF
 QM0118'STAMPER ROAD, 18.3 M EAST OF A GRAVEL DRIVEWAY TO THE TOWN OF WOLF
 QM0118'RIVER FIRE NUMBER 3063 AND 3067, 7.3 M NORTH OF AN OLD RIGHT-OF-WAY
 QM0118'FENCE, 0.3 M NORTHEAST OF AN ORANGE FIBERGLASS WITNESS POST, AND
 QM0118'PROTRUDES 14 CM ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL0952 ***********************************************************************
 RL0952  DESIGNATION -  F 31
 RL0952  PID         -  RL0952
 RL0952  STATE/COUNTY-  WI/VILAS
 RL0952  USGS QUAD   -  STORMY LAKE (1982)
 RL0952
 RL0952                         *CURRENT SURVEY CONTROL
 RL0952  ___________________________________________________________________
 RL0952* NAD 83(1986)-  46 03 59.     (N)    089 15 19.     (W)     SCALED    
 RL0952* NAVD 88     -       509.861  (meters)    1672.77   (feet)  ADJUSTED  
 RL0952  ___________________________________________________________________
 RL0952  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 RL0952  DYNAMIC HT  -         509.854 (meters)    1672.75  (feet)  COMP
 RL0952  MODELED GRAV-     980,583.9   (mgal)                       NAVD 88
 RL0952
 RL0952  VERT ORDER  -  SECOND    CLASS 0
 RL0952
 RL0952.The horizontal coordinates were scaled from a topographic map and have
 RL0952.an estimated accuracy of +/- 6 seconds.
 RL0952
 RL0952.The orthometric height was determined by differential leveling
 RL0952.and adjusted by the National Geodetic Survey in June 1991..
 RL0952
 RL0952.The geoid height was determined by GEOID03.
 RL0952
 RL0952.The dynamic height is computed by dividing the NAVD 88
 RL0952.geopotential number by the normal gravity value computed on the
 RL0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0952.degrees latitude (g = 980.6199 gals.).
 RL0952
 RL0952.The modeled gravity was interpolated from observed gravity values.
 RL0952
 RL0952;                    North         East    Units  Estimated Accuracy
 RL0952;SPC WI N     -   100,270.      657,620.      MT  (+/- 180 meters Scaled)
 RL0952
 RL0952                          SUPERSEDED SURVEY CONTROL
 RL0952
 RL0952  NGVD 29 (??/??/92)  509.870  (m)         1672.80   (f) ADJ UNCH    2 0
 RL0952
 RL0952.Superseded values are not recommended for survey control.
 RL0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0952.See file dsdata.txt to determine how the superseded data were derived.
 RL0952
 RL0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS255038(NAD 83)
 RL0952_MARKER: DB = BENCH MARK DISK
 RL0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0952_STAMPING: F 31 1934
 RL0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0952+STABILITY: SURFACE MOTION
 RL0952
 RL0952  HISTORY     - Date     Condition        Report By
 RL0952  HISTORY     - 1934     MONUMENTED       CGS
 RL0952  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL0952  HISTORY     - 19960620 MARK NOT FOUND   USPSQD
 RL0952  HISTORY     - 20010619 MARK NOT FOUND   USPSQD
 RL0952  HISTORY     - 20051005 MARK NOT FOUND   WIDT
 RL0952
 RL0952                          STATION DESCRIPTION
 RL0952
 RL0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL0952'0.7 MI N FROM CONOVER.
 RL0952'0.7 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 RL0952'THE STATION AT CONOVER, VILAS COUNTY, 70 FEET WEST OF THE
 RL0952'CENTERLINE OF U.S. HIGHWAY 45, 15 FEET EAST OF THE CENTERLINE
 RL0952'OF THE TRACK, AND 10 FEET SOUTH OF A DIRT LANE LEADING WEST.
 RL0952'A STANDARD DISK, STAMPED F 31 1934 AND SET IN THE TOP OF A
 RL0952'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 RL0952
 RL0952                          STATION RECOVERY (1978)
 RL0952
 RL0952'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL0952'MARK NOT FOUND.
 RL0952
 RL0952                          STATION RECOVERY (1996)
 RL0952
 RL0952'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0952'MARK NOT FOUND.
 RL0952
 RL0952                          STATION RECOVERY (2001)
 RL0952
 RL0952'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0952'MARK NOT FOUND.
 RL0952
 RL0952                          STATION RECOVERY (2005)
 RL0952
 RL0952'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL0952'MARK NOT FOUND. ADD--SEARCHED AREA FOR EVIDENCE OF STATION BUT
 RL0952'RECOVERED NOTHING. NO EVIDENCE OF THE DIRT ROAD REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0378 ***********************************************************************
 QM0378  DESIGNATION -  F 33
 QM0378  PID         -  QM0378
 QM0378  STATE/COUNTY-  WI/LINCOLN
 QM0378  USGS QUAD   -  ALEXANDER LAKE (1978)
 QM0378
 QM0378                         *CURRENT SURVEY CONTROL
 QM0378  ___________________________________________________________________
 QM0378* NAD 83(1986)-  45 09 44.     (N)    089 50 16.     (W)     SCALED    
 QM0378* NAVD 88     -       428.045  (meters)    1404.34   (feet)  ADJUSTED  
 QM0378  ___________________________________________________________________
 QM0378  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 QM0378  DYNAMIC HT  -         427.996 (meters)    1404.18  (feet)  COMP
 QM0378  MODELED GRAV-     980,491.3   (mgal)                       NAVD 88
 QM0378
 QM0378  VERT ORDER  -  SECOND    CLASS 0
 QM0378
 QM0378.The horizontal coordinates were scaled from a topographic map and have
 QM0378.an estimated accuracy of +/- 6 seconds.
 QM0378
 QM0378.The orthometric height was determined by differential leveling
 QM0378.and adjusted by the National Geodetic Survey in June 1991..
 QM0378
 QM0378.The geoid height was determined by GEOID03.
 QM0378
 QM0378.The dynamic height is computed by dividing the NAVD 88
 QM0378.geopotential number by the normal gravity value computed on the
 QM0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0378.degrees latitude (g = 980.6199 gals.).
 QM0378
 QM0378.The modeled gravity was interpolated from observed gravity values.
 QM0378
 QM0378;                    North         East    Units  Estimated Accuracy
 QM0378;SPC WI C     -   147,680.      612,750.      MT  (+/- 180 meters Scaled)
 QM0378
 QM0378                          SUPERSEDED SURVEY CONTROL
 QM0378
 QM0378  NGVD 29 (??/??/92)  428.044  (m)         1404.34   (f) ADJ UNCH    2 0
 QM0378
 QM0378.Superseded values are not recommended for survey control.
 QM0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0378.See file dsdata.txt to determine how the superseded data were derived.
 QM0378
 QM0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR769048(NAD 83)
 QM0378_MARKER: DB = BENCH MARK DISK
 QM0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0378+STABILITY: SURFACE MOTION
 QM0378
 QM0378  HISTORY     - Date     Condition        Report By
 QM0378  HISTORY     - UNK      MONUMENTED       CGS
 QM0378  HISTORY     - 1934     GOOD             NGS
 QM0378
 QM0378                          STATION DESCRIPTION
 QM0378
 QM0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QM0378'IN CORNING.
 QM0378'ALONG STATE HIGHWAY 64, 25 FEET SOUTH OF CENTER OF HIGHWAY,
 QM0378'IN THE SOUTHWEST CORNER OF THE CORNING SCHOOL YARD, 150 FEET
 QM0378'SOUTH OF CROSS ROADS, 2 IN ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0008 ***********************************************************************
 PO0008  DESIGNATION -  F 34
 PO0008  PID         -  PO0008
 PO0008  STATE/COUNTY-  WI/CLARK
 PO0008  USGS QUAD   -  SPENCER NORTH (1981)
 PO0008
 PO0008                         *CURRENT SURVEY CONTROL
 PO0008  ___________________________________________________________________
 PO0008* NAD 83(1986)-  44 51 03.     (N)    090 18 56.     (W)     SCALED    
 PO0008* NAVD 88     -       407.908  (meters)    1338.28   (feet)  ADJUSTED  
 PO0008  ___________________________________________________________________
 PO0008  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 PO0008  DYNAMIC HT  -         407.848 (meters)    1338.08  (feet)  COMP
 PO0008  MODELED GRAV-     980,458.9   (mgal)                       NAVD 88
 PO0008
 PO0008  VERT ORDER  -  SECOND    CLASS 0
 PO0008
 PO0008.The horizontal coordinates were scaled from a topographic map and have
 PO0008.an estimated accuracy of +/- 6 seconds.
 PO0008
 PO0008.The orthometric height was determined by differential leveling
 PO0008.and adjusted by the National Geodetic Survey in June 1991..
 PO0008
 PO0008.The geoid height was determined by GEOID03.
 PO0008
 PO0008.The dynamic height is computed by dividing the NAVD 88
 PO0008.geopotential number by the normal gravity value computed on the
 PO0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0008.degrees latitude (g = 980.6199 gals.).
 PO0008
 PO0008.The modeled gravity was interpolated from observed gravity values.
 PO0008
 PO0008;                    North         East    Units  Estimated Accuracy
 PO0008;SPC WI C     -   113,110.      575,060.      MT  (+/- 180 meters Scaled)
 PO0008
 PO0008                          SUPERSEDED SURVEY CONTROL
 PO0008
 PO0008  NGVD 29 (??/??/92)  407.910  (m)         1338.28   (f) ADJ UNCH    2 0
 PO0008
 PO0008.Superseded values are not recommended for survey control.
 PO0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0008.See file dsdata.txt to determine how the superseded data were derived.
 PO0008
 PO0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK121698(NAD 83)
 PO0008_MARKER: DB = BENCH MARK DISK
 PO0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0008_STAMPING: F 34 1934
 PO0008_PROJECTION: FLUSH
 PO0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0008+STABILITY: SURFACE MOTION
 PO0008
 PO0008  HISTORY     - Date     Condition        Report By
 PO0008  HISTORY     - 1934     MONUMENTED       CGS
 PO0008  HISTORY     - 1953     GOOD             NGS
 PO0008  HISTORY     - 19970822 MARK NOT FOUND   NGS
 PO0008  HISTORY     - 20031030 MARK NOT FOUND   WIDT
 PO0008
 PO0008                          STATION DESCRIPTION
 PO0008
 PO0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PO0008'AT UNITY.
 PO0008'AT UNITY, CLARK COUNTY, 15 RAILS SOUTH OF THE MINNEAPOLIS, ST.
 PO0008'PAUL AND SAULT STE. MARIE RAILWAY STATION, IN A PARK, 8 FEET
 PO0008'SOUTHWEST OF CROSSING POST A 296-3/4-P, ABOUT 60 FEET NORTHEAST
 PO0008'OF A FLAG POLE, 25 FEET SOUTH OF CROSS STREET, 30 FEET WEST
 PO0008'OF THE TRACK, AND 4 FEET SOUTH OF A WALK.  A STANDARD DISK,
 PO0008'STAMPED F 34 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PO0008
 PO0008                          STATION RECOVERY (1997)
 PO0008
 PO0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 PO0008'THE STATION WAS SEARCHED FOR BUT NOT FOUND.
 PO0008
 PO0008                          STATION RECOVERY (2003)
 PO0008
 PO0008'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0054 ***********************************************************************
 PO0054  DESIGNATION -  F 35
 PO0054  PID         -  PO0054
 PO0054  STATE/COUNTY-  WI/MARATHON
 PO0054  USGS QUAD   -  MARSHFIELD (1979)
 PO0054
 PO0054                         *CURRENT SURVEY CONTROL
 PO0054  ___________________________________________________________________
 PO0054* NAD 83(1986)-  44 42 52.     (N)    090 10 18.     (W)     SCALED    
 PO0054* NAVD 88     -       386.325  (meters)    1267.47   (feet)  ADJUSTED  
 PO0054  ___________________________________________________________________
 PO0054  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 PO0054  DYNAMIC HT  -         386.263 (meters)    1267.26  (feet)  COMP
 PO0054  MODELED GRAV-     980,446.3   (mgal)                       NAVD 88
 PO0054
 PO0054  VERT ORDER  -  SECOND    CLASS 0
 PO0054
 PO0054.The horizontal coordinates were scaled from a topographic map and have
 PO0054.an estimated accuracy of +/- 6 seconds.
 PO0054
 PO0054.The orthometric height was determined by differential leveling
 PO0054.and adjusted by the National Geodetic Survey in June 1991..
 PO0054
 PO0054.The geoid height was determined by GEOID03.
 PO0054
 PO0054.The dynamic height is computed by dividing the NAVD 88
 PO0054.geopotential number by the normal gravity value computed on the
 PO0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0054.degrees latitude (g = 980.6199 gals.).
 PO0054
 PO0054.The modeled gravity was interpolated from observed gravity values.
 PO0054
 PO0054;                    North         East    Units  Estimated Accuracy
 PO0054;SPC WI C     -    97,920.      586,400.      MT  (+/- 180 meters Scaled)
 PO0054
 PO0054                          SUPERSEDED SURVEY CONTROL
 PO0054
 PO0054  NGVD 29 (??/??/92)  386.338  (m)         1267.51   (f) ADJ UNCH    2 0
 PO0054
 PO0054.Superseded values are not recommended for survey control.
 PO0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0054.See file dsdata.txt to determine how the superseded data were derived.
 PO0054
 PO0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK240551(NAD 83)
 PO0054_MARKER: DB = BENCH MARK DISK
 PO0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0054_STAMPING: F 35 1934
 PO0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0054+STABILITY: SURFACE MOTION
 PO0054
 PO0054  HISTORY     - Date     Condition        Report By
 PO0054  HISTORY     - 1934     MONUMENTED       CGS
 PO0054  HISTORY     - 1982     MARK NOT FOUND   NGS
 PO0054
 PO0054                          STATION DESCRIPTION
 PO0054
 PO0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PO0054'4.2 MI N FROM MARSHFIELD.
 PO0054'IN MARATHON COUNTY, ABOUT 4.2 MILES NORTH ALONG THE CHICAGO AND
 PO0054'NORTH WESTERN RAILWAY FROM MARSHFIELD, WOOD COUNTY, OPPOSITE
 PO0054'SIGN D 158, 48 FEET EAST OF THE CENTER LINE OF THE MAIN TRACK,
 PO0054'AND 1 FOOT WEST OF A FENCE.  A STANDARD DISK, STAMPED F 35 1934
 PO0054'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- BM IS LOOSE IN
 PO0054'PLACE AND PROJECTS 2 FEET.
 PO0054
 PO0054                          STATION RECOVERY (1982)
 PO0054
 PO0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PO0054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0608 ***********************************************************************
 PN0608  DESIGNATION -  F 36
 PN0608  PID         -  PN0608
 PN0608  STATE/COUNTY-  WI/MARATHON
 PN0608  USGS QUAD   -  WAUSAU WEST (1993)
 PN0608
 PN0608                         *CURRENT SURVEY CONTROL
 PN0608  ___________________________________________________________________
 PN0608* NAD 83(1986)-  44 57 36.     (N)    089 37 55.     (W)     SCALED    
 PN0608* NAVD 88     -       363.240  (meters)    1191.73   (feet)  ADJUSTED  
 PN0608  ___________________________________________________________________
 PN0608  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 PN0608  DYNAMIC HT  -         363.188 (meters)    1191.56  (feet)  COMP
 PN0608  MODELED GRAV-     980,463.2   (mgal)                       NAVD 88
 PN0608
 PN0608  VERT ORDER  -  SECOND    CLASS 0
 PN0608
 PN0608.The horizontal coordinates were scaled from a topographic map and have
 PN0608.an estimated accuracy of +/- 6 seconds.
 PN0608
 PN0608.The orthometric height was determined by differential leveling
 PN0608.and adjusted by the National Geodetic Survey in June 1991..
 PN0608
 PN0608.The geoid height was determined by GEOID03.
 PN0608
 PN0608.The dynamic height is computed by dividing the NAVD 88
 PN0608.geopotential number by the normal gravity value computed on the
 PN0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0608.degrees latitude (g = 980.6199 gals.).
 PN0608
 PN0608.The modeled gravity was interpolated from observed gravity values.
 PN0608
 PN0608;                    North         East    Units  Estimated Accuracy
 PN0608;SPC WI C     -   125,260.      629,040.      MT  (+/- 180 meters Scaled)
 PN0608
 PN0608                          SUPERSEDED SURVEY CONTROL
 PN0608
 PN0608  NGVD 29 (??/??/92)  363.251  (m)         1191.77   (f) ADJ UNCH    2 0
 PN0608
 PN0608.Superseded values are not recommended for survey control.
 PN0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0608.See file dsdata.txt to determine how the superseded data were derived.
 PN0608
 PN0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ924818(NAD 83)
 PN0608_MARKER: DB = BENCH MARK DISK
 PN0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0608+STABILITY: SURFACE MOTION
 PN0608
 PN0608  HISTORY     - Date     Condition        Report By
 PN0608  HISTORY     - UNK      MONUMENTED       CGS
 PN0608  HISTORY     - 1934     GOOD             NGS
 PN0608  HISTORY     - 20031028 MARK NOT FOUND   WIDT
 PN0608
 PN0608                          STATION DESCRIPTION
 PN0608
 PN0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PN0608'AT WAUSAU.
 PN0608'100 FEET NORTH OF WAUSAU DEPOT 26 FEET WEST OF CENTER OF MAIN
 PN0608'TRACK OF C. AND N.W. RY. 11 FEET SOUTH OF RIVER RETAINING WALL
 PN0608'3 FEET SOUTH OF TELEPHONE POLE
 PN0608
 PN0608                          STATION RECOVERY (2003)
 PN0608
 PN0608'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PN0608'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0355 ***********************************************************************
 PN0355  DESIGNATION -  F 37
 PN0355  PID         -  PN0355
 PN0355  STATE/COUNTY-  WI/MARATHON
 PN0355  USGS QUAD   -  ROSHOLT (1981)
 PN0355
 PN0355                         *CURRENT SURVEY CONTROL
 PN0355  ___________________________________________________________________
 PN0355* NAD 83(1986)-  44 42 49.     (N)    089 15 51.     (W)     SCALED    
 PN0355* NAVD 88     -       356.800  (meters)    1170.60   (feet)  ADJUSTED  
 PN0355  ___________________________________________________________________
 PN0355  GEOID HEIGHT-         -35.92  (meters)                     GEOID03
 PN0355  DYNAMIC HT  -         356.736 (meters)    1170.39  (feet)  COMP
 PN0355  MODELED GRAV-     980,428.0   (mgal)                       NAVD 88
 PN0355
 PN0355  VERT ORDER  -  SECOND    CLASS 0
 PN0355
 PN0355.The horizontal coordinates were scaled from a topographic map and have
 PN0355.an estimated accuracy of +/- 6 seconds.
 PN0355
 PN0355.The orthometric height was determined by differential leveling
 PN0355.and adjusted by the National Geodetic Survey in June 1991..
 PN0355
 PN0355.The geoid height was determined by GEOID03.
 PN0355
 PN0355.The dynamic height is computed by dividing the NAVD 88
 PN0355.geopotential number by the normal gravity value computed on the
 PN0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0355.degrees latitude (g = 980.6199 gals.).
 PN0355
 PN0355.The modeled gravity was interpolated from observed gravity values.
 PN0355
 PN0355;                    North         East    Units  Estimated Accuracy
 PN0355;SPC WI C     -    98,080.      658,300.      MT  (+/- 180 meters Scaled)
 PN0355
 PN0355                          SUPERSEDED SURVEY CONTROL
 PN0355
 PN0355  NGVD 29 (??/??/92)  356.818  (m)         1170.66   (f) ADJ UNCH    2 0
 PN0355
 PN0355.Superseded values are not recommended for survey control.
 PN0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0355.See file dsdata.txt to determine how the superseded data were derived.
 PN0355
 PN0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ206536(NAD 83)
 PN0355_MARKER: DB = BENCH MARK DISK
 PN0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0355+STABILITY: SURFACE MOTION
 PN0355
 PN0355  HISTORY     - Date     Condition        Report By
 PN0355  HISTORY     - UNK      MONUMENTED       CGS
 PN0355  HISTORY     - 1934     GOOD             NGS
 PN0355  HISTORY     - 1954     MARK NOT FOUND   USGS
 PN0355  HISTORY     - 20031020 MARK NOT FOUND   WIDT
 PN0355
 PN0355                          STATION DESCRIPTION
 PN0355
 PN0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PN0355'AT GALLOWAY.
 PN0355'3 RAILS NORTH OF GALLOWAY STATION.  30 FT. EAST OF C. AND N.W.
 PN0355'R.R.  25 FT. SOUTH OF CENTERLINE OF MAIN STREET AND HIGHWAY 49.
 PN0355'10 RAILS SOUTH OF TRESTLE, 2 FT. WEST OF TELEPHONE POLE.
 PN0355
 PN0355                          STATION RECOVERY (1954)
 PN0355
 PN0355'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 PN0355'MARK NOT FOUND.
 PN0355
 PN0355                          STATION RECOVERY (2003)
 PN0355
 PN0355'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PN0355'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0545 ***********************************************************************
 PN0545  DESIGNATION -  F 38
 PN0545  PID         -  PN0545
 PN0545  STATE/COUNTY-  WI/MARATHON
 PN0545  USGS QUAD   -  MOSINEE (1982)
 PN0545
 PN0545                         *CURRENT SURVEY CONTROL
 PN0545  ___________________________________________________________________
 PN0545* NAD 83(1986)-  44 52 01.     (N)    089 38 22.     (W)     SCALED    
 PN0545* NAVD 88     -       356.075  (meters)    1168.22   (feet)  ADJUSTED  
 PN0545  ___________________________________________________________________
 PN0545  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 PN0545  DYNAMIC HT  -         356.020 (meters)    1168.04  (feet)  COMP
 PN0545  MODELED GRAV-     980,453.3   (mgal)                       NAVD 88
 PN0545
 PN0545  VERT ORDER  -  SECOND    CLASS 0
 PN0545
 PN0545.The horizontal coordinates were scaled from a topographic map and have
 PN0545.an estimated accuracy of +/- 6 seconds.
 PN0545
 PN0545.The orthometric height was determined by differential leveling
 PN0545.and adjusted by the National Geodetic Survey in June 1991..
 PN0545
 PN0545.The geoid height was determined by GEOID03.
 PN0545
 PN0545.The dynamic height is computed by dividing the NAVD 88
 PN0545.geopotential number by the normal gravity value computed on the
 PN0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0545.degrees latitude (g = 980.6199 gals.).
 PN0545
 PN0545.The modeled gravity was interpolated from observed gravity values.
 PN0545
 PN0545;                    North         East    Units  Estimated Accuracy
 PN0545;SPC WI C     -   114,920.      628,490.      MT  (+/- 180 meters Scaled)
 PN0545
 PN0545                          SUPERSEDED SURVEY CONTROL
 PN0545
 PN0545  NGVD 29 (??/??/92)  356.086  (m)         1168.26   (f) ADJ UNCH    2 0
 PN0545
 PN0545.Superseded values are not recommended for survey control.
 PN0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0545.See file dsdata.txt to determine how the superseded data were derived.
 PN0545
 PN0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ914715(NAD 83)
 PN0545_MARKER: DB = BENCH MARK DISK
 PN0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0545_STAMPING: F 38
 PN0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0545+STABILITY: SURFACE MOTION
 PN0545
 PN0545  HISTORY     - Date     Condition        Report By
 PN0545  HISTORY     - UNK      MONUMENTED       CGS
 PN0545  HISTORY     - 1957     GOOD             NGS
 PN0545  HISTORY     - 1979     MARK NOT FOUND   USGS
 PN0545
 PN0545                          STATION DESCRIPTION
 PN0545
 PN0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PN0545'1.8 MI S FROM ROTHSCHILD.
 PN0545'ON THE CHICAGO, MILWAUKEE ST. PAUL AND PACIFIC RAILROAD, 5 POLES
 PN0545'NORTH OF MILEPOST 84.  MARK IS 43.0 FEET WEST OF WEST RAIL,
 PN0545'23.5 FEET OF POWER POLE NUMBER 215, AND 15.3 FEET NORTH OF C/L
 PN0545'OF INTERSECTION OF FIELD ROAD AND A GATE.
 PN0545
 PN0545                          STATION RECOVERY (1979)
 PN0545
 PN0545'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PN0545'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0064 ***********************************************************************
 QN0064  DESIGNATION -  F 40
 QN0064  PID         -  QN0064
 QN0064  STATE/COUNTY-  WI/PRICE
 QN0064  USGS QUAD   -  PARK FALLS (1984)
 QN0064
 QN0064                         *CURRENT SURVEY CONTROL
 QN0064  ___________________________________________________________________
 QN0064* NAD 83(1986)-  45 57 40.     (N)    090 28 15.     (W)     SCALED    
 QN0064* NAVD 88     -       465.172  (meters)    1526.15   (feet)  ADJUSTED  
 QN0064  ___________________________________________________________________
 QN0064  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 QN0064  DYNAMIC HT  -         465.165 (meters)    1526.13  (feet)  COMP
 QN0064  MODELED GRAV-     980,583.7   (mgal)                       NAVD 88
 QN0064
 QN0064  VERT ORDER  -  SECOND    CLASS 0
 QN0064
 QN0064.The horizontal coordinates were scaled from a topographic map and have
 QN0064.an estimated accuracy of +/- 6 seconds.
 QN0064
 QN0064.The orthometric height was determined by differential leveling
 QN0064.and adjusted by the National Geodetic Survey in June 1991..
 QN0064
 QN0064.The geoid height was determined by GEOID03.
 QN0064
 QN0064.The dynamic height is computed by dividing the NAVD 88
 QN0064.geopotential number by the normal gravity value computed on the
 QN0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0064.degrees latitude (g = 980.6199 gals.).
 QN0064
 QN0064.The modeled gravity was interpolated from observed gravity values.
 QN0064
 QN0064;                    North         East    Units  Estimated Accuracy
 QN0064;SPC WI N     -    88,410.      563,500.      MT  (+/- 180 meters Scaled)
 QN0064
 QN0064                          SUPERSEDED SURVEY CONTROL
 QN0064
 QN0064  NGVD 29 (??/??/92)  465.168  (m)         1526.14   (f) ADJ UNCH    2 0
 QN0064
 QN0064.Superseded values are not recommended for survey control.
 QN0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0064.See file dsdata.txt to determine how the superseded data were derived.
 QN0064
 QN0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL959928(NAD 83)
 QN0064_MARKER: DB = BENCH MARK DISK
 QN0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0064_STAMPING: F 40 1934
 QN0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0064+STABILITY: SURFACE MOTION
 QN0064
 QN0064  HISTORY     - Date     Condition        Report By
 QN0064  HISTORY     - 1934     MONUMENTED       CGS
 QN0064  HISTORY     - 20040818 MARK NOT FOUND   WIDT
 QN0064
 QN0064                          STATION DESCRIPTION
 QN0064
 QN0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QN0064'1.4 MI N FROM PARK FALLS.
 QN0064'1.4 MILES NORTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QN0064'MARIE RAILWAY FROM PARK FALLS, PRICE COUNTY, 90 FEET NORTH OF
 QN0064'THE CENTER OF A ROAD FORK, 18 FEET EAST OF THE CENTERLINE OF A
 QN0064'ROAD LEADING TO A FARMHOUSE, 35 FEET WEST OF THE TRACK, AND 2 FEET
 QN0064'WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED F 40
 QN0064'1934 AND SET IN THE TOP OF A CONCRETE POST.
 QN0064
 QN0064                          STATION RECOVERY (2004)
 QN0064
 QN0064'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DGD)
 QN0064'THE ROAD NO LONGER HAS A FORK.  FARM HOUSE WAS SOLD FOR NEW SCHOOL.
 QN0064'ROAD TO FARM HOUSE CAN STILL BE SEEN BUT NO INDICATION OF WHERE THE
 QN0064'FORK WAS.  FENCE IS DOWN BUT REMNANTS OF THE FENCE STILL LAYING ON THE
 QN0064'GROUND.  DID A THOROUGH SEARCH OF THE AREA BUT NO SIGN OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0149 ***********************************************************************
 QN0149  DESIGNATION -  F 41
 QN0149  PID         -  QN0149
 QN0149  STATE/COUNTY-  WI/PRICE
 QN0149  USGS QUAD   -  KENNEDY (1970)
 QN0149
 QN0149                         *CURRENT SURVEY CONTROL
 QN0149  ___________________________________________________________________
 QN0149* NAD 83(1986)-  45 54 28.     (N)    090 39 20.     (W)     SCALED    
 QN0149* NAVD 88     -       449.895  (meters)    1476.03   (feet)  ADJUSTED  
 QN0149  ___________________________________________________________________
 QN0149  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 QN0149  DYNAMIC HT  -         449.885 (meters)    1476.00  (feet)  COMP
 QN0149  MODELED GRAV-     980,579.3   (mgal)                       NAVD 88
 QN0149
 QN0149  VERT ORDER  -  SECOND    CLASS 0
 QN0149
 QN0149.The horizontal coordinates were scaled from a topographic map and have
 QN0149.an estimated accuracy of +/- 6 seconds.
 QN0149
 QN0149.The orthometric height was determined by differential leveling
 QN0149.and adjusted by the National Geodetic Survey in June 1991..
 QN0149
 QN0149.The geoid height was determined by GEOID03.
 QN0149
 QN0149.The dynamic height is computed by dividing the NAVD 88
 QN0149.geopotential number by the normal gravity value computed on the
 QN0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0149.degrees latitude (g = 980.6199 gals.).
 QN0149
 QN0149.The modeled gravity was interpolated from observed gravity values.
 QN0149
 QN0149;                    North         East    Units  Estimated Accuracy
 QN0149;SPC WI N     -    82,580.      549,140.      MT  (+/- 180 meters Scaled)
 QN0149
 QN0149                          SUPERSEDED SURVEY CONTROL
 QN0149
 QN0149  NGVD 29 (??/??/92)  449.899  (m)         1476.04   (f) ADJ UNCH    2 0
 QN0149
 QN0149.Superseded values are not recommended for survey control.
 QN0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0149.See file dsdata.txt to determine how the superseded data were derived.
 QN0149
 QN0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL818864(NAD 83)
 QN0149_MARKER: DB = BENCH MARK DISK
 QN0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0149_STAMPING: F 41 1934
 QN0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0149+STABILITY: SURFACE MOTION
 QN0149
 QN0149  HISTORY     - Date     Condition        Report By
 QN0149  HISTORY     - 1934     MONUMENTED       CGS
 QN0149  HISTORY     - 1942     GOOD             LOCSUR
 QN0149  HISTORY     - 20041019 MARK NOT FOUND   WIDT
 QN0149
 QN0149                          STATION DESCRIPTION
 QN0149
 QN0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QN0149'AT KENNEDY.
 QN0149'AT KENNEDY, PRICE COUNTY, ABOUT 90 FEET NORTH OF A POINT 8 FEET
 QN0149'EAST OF THE NORTHEAST CORNER OF THE CHICAGO, ST. PAUL,
 QN0149'MINNEAPOLIS AND OMAHA RAILWAY STATION, ABOUT 20 1/2 POLES EAST
 QN0149'OF MILEPOST 64, 30 FEET WEST OF THE CENTER LINE OF THE ROAD
 QN0149'LEADING TO THE STATION, AND ABOUT 110 FEET NORTH OF THE TRACK.
 QN0149'A STANDARD DISK, STAMPED F 41 1934 AND SET IN THE TOP OF A
 QN0149'CONCRETE POST.
 QN0149
 QN0149                          STATION RECOVERY (1942)
 QN0149
 QN0149'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1942
 QN0149'RECOVERED IN GOOD CONDITION.
 QN0149
 QN0149                          STATION RECOVERY (2004)
 QN0149
 QN0149'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0244 ***********************************************************************
 RM0244  DESIGNATION -  F 42
 RM0244  PID         -  RM0244
 RM0244  STATE/COUNTY-  WI/BAYFIELD
 RM0244  USGS QUAD   -  MOQUAH (1975)
 RM0244
 RM0244                         *CURRENT SURVEY CONTROL
 RM0244  ___________________________________________________________________
 RM0244* NAD 83(1986)-  46 33 09.     (N)    091 02 38.     (W)     SCALED    
 RM0244* NAVD 88     -       241.584  (meters)     792.60   (feet)  ADJUSTED  
 RM0244  ___________________________________________________________________
 RM0244  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 RM0244  DYNAMIC HT  -         241.589 (meters)     792.61  (feet)  COMP
 RM0244  MODELED GRAV-     980,629.7   (mgal)                       NAVD 88
 RM0244
 RM0244  VERT ORDER  -  SECOND    CLASS 0
 RM0244
 RM0244.The horizontal coordinates were scaled from a topographic map and have
 RM0244.an estimated accuracy of +/- 6 seconds.
 RM0244
 RM0244.The orthometric height was determined by differential leveling
 RM0244.and adjusted by the National Geodetic Survey in June 1991..
 RM0244
 RM0244.The geoid height was determined by GEOID03.
 RM0244
 RM0244.The dynamic height is computed by dividing the NAVD 88
 RM0244.geopotential number by the normal gravity value computed on the
 RM0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0244.degrees latitude (g = 980.6199 gals.).
 RM0244
 RM0244.The modeled gravity was interpolated from observed gravity values.
 RM0244
 RM0244;                    North         East    Units  Estimated Accuracy
 RM0244;SPC WI N     -   154,560.      519,950.      MT  (+/- 180 meters Scaled)
 RM0244
 RM0244                          SUPERSEDED SURVEY CONTROL
 RM0244
 RM0244  NGVD 29 (??/??/92)  241.589  (m)          792.61   (f) ADJ UNCH    2 0
 RM0244
 RM0244.Superseded values are not recommended for survey control.
 RM0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0244.See file dsdata.txt to determine how the superseded data were derived.
 RM0244
 RM0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM499572(NAD 83)
 RM0244_MARKER: Z = SEE DESCRIPTION
 RM0244_SETTING: 0 = UNSPECIFIED SETTING
 RM0244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RM0244
 RM0244  HISTORY     - Date     Condition        Report By
 RM0244  HISTORY     - UNK      MONUMENTED       CGS
 RM0244  HISTORY     - 1934     GOOD             NGS
 RM0244  HISTORY     - 1982     MARK NOT FOUND   NGS
 RM0244  HISTORY     - 20041209 MARK NOT FOUND   WIDT
 RM0244
 RM0244                          STATION DESCRIPTION
 RM0244
 RM0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RM0244'4 MI S FROM ASHLAND JCT.
 RM0244'4 MILES SOUTH OF ASHLAND JUNCTION, WISC. ON THE C. ST. P.M. AND
 RM0244'O. R.R. 45 FEET WEST OF TRACK ON RIGHT OF WAY FENCE LINE 0.2
 RM0244'OF A MILE NORTH OF MILE POST 153.  AND OPPOSITE SIDE OF TRACK
 RM0244'FROM TELEPHONE 153.10, 20 FEET NORTH OF FARM ROAD CROSSING,
 RM0244'NORTH SIDE OF HIGHWAY 2.
 RM0244
 RM0244                          STATION RECOVERY (1982)
 RM0244
 RM0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RM0244'NOT RECOVERED, PROBABLY DESTROYED WHEN RAILROAD TRACKS WERE REMOVED.
 RM0244
 RM0244                          STATION RECOVERY (2004)
 RM0244
 RM0244'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 RM0244'THE STATION WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0327 ***********************************************************************
 RM0327  DESIGNATION -  F 44
 RM0327  PID         -  RM0327
 RM0327  STATE/COUNTY-  WI/DOUGLAS
 RM0327  USGS QUAD   -  PARKLAND (1975)
 RM0327
 RM0327                         *CURRENT SURVEY CONTROL
 RM0327  ___________________________________________________________________
 RM0327* NAD 83(1986)-  46 37 59.     (N)    091 57 32.     (W)     SCALED    
 RM0327* NAVD 88     -       224.043  (meters)     735.05   (feet)  ADJUSTED  
 RM0327  ___________________________________________________________________
 RM0327  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 RM0327  DYNAMIC HT  -         224.067 (meters)     735.13  (feet)  COMP
 RM0327  MODELED GRAV-     980,714.0   (mgal)                       NAVD 88
 RM0327
 RM0327  VERT ORDER  -  FIRST     CLASS II
 RM0327
 RM0327.The horizontal coordinates were scaled from a topographic map and have
 RM0327.an estimated accuracy of +/- 6 seconds.
 RM0327
 RM0327.The orthometric height was determined by differential leveling
 RM0327.and adjusted by the National Geodetic Survey in June 1991..
 RM0327
 RM0327.The geoid height was determined by GEOID03.
 RM0327
 RM0327.The dynamic height is computed by dividing the NAVD 88
 RM0327.geopotential number by the normal gravity value computed on the
 RM0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0327.degrees latitude (g = 980.6199 gals.).
 RM0327
 RM0327.The modeled gravity was interpolated from observed gravity values.
 RM0327
 RM0327;                    North         East    Units  Estimated Accuracy
 RM0327;SPC WI N     -   164,840.      450,020.      MT  (+/- 180 meters Scaled)
 RM0327
 RM0327                          SUPERSEDED SURVEY CONTROL
 RM0327
 RM0327  NGVD 29 (??/??/92)  224.046  (m)          735.06   (f) ADJ UNCH    1 2
 RM0327
 RM0327.Superseded values are not recommended for survey control.
 RM0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0327.See file dsdata.txt to determine how the superseded data were derived.
 RM0327
 RM0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM796649(NAD 83)
 RM0327_MARKER: DB = BENCH MARK DISK
 RM0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0327_STAMPING: F 44 1934
 RM0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0327+STABILITY: SURFACE MOTION
 RM0327
 RM0327  HISTORY     - Date     Condition        Report By
 RM0327  HISTORY     - 1934     MONUMENTED       CGS
 RM0327  HISTORY     - 1982     MARK NOT FOUND   NGS
 RM0327
 RM0327                          STATION DESCRIPTION
 RM0327
 RM0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RM0327'AT CUTTER.
 RM0327'AT CUTTER, DOUGLAS COUNTY, ON THE NORTHERN PACIFIC RAILWAY, 17
 RM0327'YARDS SOUTH OF THE FLAG STATION, 0.2 MILE WEST OF MILEPOST 57,
 RM0327'30 YARDS EAST OF A ROAD CROSSING, AND 12 YARDS SOUTH OF THE
 RM0327'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED F 44 1934 AND
 RM0327'SET IN THE TOP OF A CONCRETE POST.
 RM0327
 RM0327                          STATION RECOVERY (1982)
 RM0327
 RM0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RM0327'NOT RECOVERED, INADEQUATE DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0369 ***********************************************************************
 QM0369  DESIGNATION -  F 45
 QM0369  PID         -  QM0369
 QM0369  STATE/COUNTY-  WI/LINCOLN
 QM0369  USGS QUAD   -  PINE DELLS (1982)
 QM0369
 QM0369                         *CURRENT SURVEY CONTROL
 QM0369  ___________________________________________________________________
 QM0369* NAD 83(1986)-  45 10 40.     (N)    089 35 20.     (W)     SCALED    
 QM0369* NAVD 88     -       402.292  (meters)    1319.85   (feet)  ADJUSTED  
 QM0369  ___________________________________________________________________
 QM0369  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 QM0369  DYNAMIC HT  -         402.246 (meters)    1319.70  (feet)  COMP
 QM0369  MODELED GRAV-     980,489.8   (mgal)                       NAVD 88
 QM0369
 QM0369  VERT ORDER  -  SECOND    CLASS 0
 QM0369
 QM0369.The horizontal coordinates were scaled from a topographic map and have
 QM0369.an estimated accuracy of +/- 6 seconds.
 QM0369
 QM0369.The orthometric height was determined by differential leveling
 QM0369.and adjusted by the National Geodetic Survey in June 1991..
 QM0369
 QM0369.The geoid height was determined by GEOID03.
 QM0369
 QM0369.The dynamic height is computed by dividing the NAVD 88
 QM0369.geopotential number by the normal gravity value computed on the
 QM0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0369.degrees latitude (g = 980.6199 gals.).
 QM0369
 QM0369.The modeled gravity was interpolated from observed gravity values.
 QM0369
 QM0369;                    North         East    Units  Estimated Accuracy
 QM0369;SPC WI C     -   149,480.      632,310.      MT  (+/- 180 meters Scaled)
 QM0369
 QM0369                          SUPERSEDED SURVEY CONTROL
 QM0369
 QM0369  NGVD 29 (??/??/92)  402.295  (m)         1319.86   (f) ADJ UNCH    2 0
 QM0369
 QM0369.Superseded values are not recommended for survey control.
 QM0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0369.See file dsdata.txt to determine how the superseded data were derived.
 QM0369
 QM0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR965059(NAD 83)
 QM0369_MARKER: DB = BENCH MARK DISK
 QM0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0369+STABILITY: SURFACE MOTION
 QM0369
 QM0369  HISTORY     - Date     Condition        Report By
 QM0369  HISTORY     - UNK      MONUMENTED       CGS
 QM0369  HISTORY     - 1934     GOOD             NGS
 QM0369  HISTORY     - 1950     MARK NOT FOUND   USGS
 QM0369
 QM0369                          STATION DESCRIPTION
 QM0369
 QM0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QM0369'4.6 MI E FROM MERRILL.
 QM0369'4.61 MILES EAST ALONG STATE HIGHWAY 64, 30 FEET NORTH OF
 QM0369'CENTER OF HIGHWAY, OPPOSITE TELEPHONE POLE 746, BY A NORTH AND
 QM0369'SOUTH FENCE BETWEEN FIELD AND PASTURE 1/4 MILE EAST OF CONCRETE
 QM0369'HIGHWAY BRIDGE, 4 IN ABOVE THE GROUND.
 QM0369
 QM0369                          STATION RECOVERY (1950)
 QM0369
 QM0369'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 QM0369'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO0006 ***********************************************************************
 QO0006  DESIGNATION -  F 46
 QO0006  PID         -  QO0006
 QO0006  STATE/COUNTY-  WI/BARRON
 QO0006  USGS QUAD   -  CUMBERLAND (1982)
 QO0006
 QO0006                         *CURRENT SURVEY CONTROL
 QO0006  ___________________________________________________________________
 QO0006* NAD 83(1986)-  45 32 05.     (N)    092 01 07.     (W)     SCALED    
 QO0006* NAVD 88     -       381.480  (meters)    1251.57   (feet)  ADJUSTED  
 QO0006  ___________________________________________________________________
 QO0006  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 QO0006  DYNAMIC HT  -         381.440 (meters)    1251.44  (feet)  COMP
 QO0006  MODELED GRAV-     980,500.4   (mgal)                       NAVD 88
 QO0006
 QO0006  VERT ORDER  -  SECOND    CLASS 0
 QO0006
 QO0006.The horizontal coordinates were scaled from a topographic map and have
 QO0006.an estimated accuracy of +/- 6 seconds.
 QO0006
 QO0006.The orthometric height was determined by differential leveling
 QO0006.and adjusted by the National Geodetic Survey in June 1991..
 QO0006
 QO0006.The geoid height was determined by GEOID03.
 QO0006
 QO0006.The dynamic height is computed by dividing the NAVD 88
 QO0006.geopotential number by the normal gravity value computed on the
 QO0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0006.degrees latitude (g = 980.6199 gals.).
 QO0006
 QO0006.The modeled gravity was interpolated from observed gravity values.
 QO0006
 QO0006;                    North         East    Units  Estimated Accuracy
 QO0006;SPC WI C     -   191,020.      442,340.      MT  (+/- 180 meters Scaled)
 QO0006
 QO0006                          SUPERSEDED SURVEY CONTROL
 QO0006
 QO0006  NGVD 29 (??/??/92)  381.422  (m)         1251.38   (f) ADJ UNCH    2 0
 QO0006
 QO0006.Superseded values are not recommended for survey control.
 QO0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0006.See file dsdata.txt to determine how the superseded data were derived.
 QO0006
 QO0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL766428(NAD 83)
 QO0006_MARKER: DB = BENCH MARK DISK
 QO0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0006+STABILITY: SURFACE MOTION
 QO0006
 QO0006  HISTORY     - Date     Condition        Report By
 QO0006  HISTORY     - UNK      MONUMENTED       CGS
 QO0006  HISTORY     - 1934     GOOD             NGS
 QO0006  HISTORY     - 1965     GOOD             NGS
 QO0006  HISTORY     - 1979     GOOD             USGS
 QO0006  HISTORY     - 20041115 MARK NOT FOUND   WIDT
 QO0006  HISTORY     - 20050726 MARK NOT FOUND   NGS
 QO0006
 QO0006                          STATION DESCRIPTION
 QO0006
 QO0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QO0006'IN CUMBERLAND.
 QO0006'IN SCHOOL YARD, 6 FT WEST OF FLAG POLE, 9 FT EAST OF SIDE WALK, 36 FT
 QO0006'WEST AND 20 FT SOUTH OF SOUTH-WEST CORNER OF THE OLD BUILDING, 40 FT
 QO0006'EAST OF CENTER LINE OF PAVED STREET.
 QO0006
 QO0006                          STATION RECOVERY (1965)
 QO0006
 QO0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 QO0006'RECOVERED IN GOOD CONDITION.
 QO0006
 QO0006                          STATION RECOVERY (1979)
 QO0006
 QO0006'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 QO0006'AT CUMBERLAND, BARRON CO., IN THE ELEMENTARY SCHOOL YARD, 43 FEET
 QO0006'EAST OF THE CENTER OF US HIGHWAY 63; 39 FEET WEST, 11 FEET SOUTHA AND
 QO0006'41 FEET WEST SOUTHWEST OF THE NORTHWEST CORNER OF BUILDING; 13.5 FEET
 QO0006'SOUTH, 20 FEET EAST AND 22.3 FEET EAST SOUTHEAST OF STREET LIGHT
 QO0006'POLE; 15 FEET EAST EDGE OF SIDEWALK; 6.7 FEET WEST OF FLAG POLE A
 QO0006'STANDARD NGS DISK SET IN TOP OF CONCRETE POST.
 QO0006
 QO0006                          STATION RECOVERY (2004)
 QO0006
 QO0006'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 QO0006'ALL TIES IN PLACE, MONUMENT POSSIBLY DESTROYED.
 QO0006
 QO0006                          STATION RECOVERY (2005)
 QO0006
 QO0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 QO0006'6 INCH PROBING INTO SOD YIELDED NO MARK.  SIDEWALK DIMENSIONS HAVE
 QO0006'CHANGED. BLDG. WAS REMODELLED IN 1998.  REFERENCE IS TO OLDER NORTHERN
 QO0006'FLAGPOLE.  GRAVITY BASE STATION 'CUMBERLAND,' WI 7, IS ON SIDEWALK
 QO0006'WEST OF FLAGPOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO0289 ***********************************************************************
 QO0289  DESIGNATION -  F 47
 QO0289  PID         -  QO0289
 QO0289  STATE/COUNTY-  WI/BURNETT
 QO0289  USGS QUAD   -  FALUN (1982)
 QO0289
 QO0289                         *CURRENT SURVEY CONTROL
 QO0289  ___________________________________________________________________
 QO0289* NAD 83(1986)-  45 46 17.     (N)    092 30 33.     (W)     SCALED    
 QO0289* NAVD 88     -       302.575  (meters)     992.70   (feet)  ADJUSTED  
 QO0289  ___________________________________________________________________
 QO0289  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 QO0289  DYNAMIC HT  -         302.592 (meters)     992.75  (feet)  COMP
 QO0289  MODELED GRAV-     980,662.8   (mgal)                       NAVD 88
 QO0289
 QO0289  VERT ORDER  -  SECOND    CLASS 0
 QO0289
 QO0289.The horizontal coordinates were scaled from a topographic map and have
 QO0289.an estimated accuracy of +/- 6 seconds.
 QO0289
 QO0289.The orthometric height was determined by differential leveling
 QO0289.and adjusted by the National Geodetic Survey in June 1991..
 QO0289
 QO0289.The geoid height was determined by GEOID03.
 QO0289
 QO0289.The dynamic height is computed by dividing the NAVD 88
 QO0289.geopotential number by the normal gravity value computed on the
 QO0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0289.degrees latitude (g = 980.6199 gals.).
 QO0289
 QO0289.The modeled gravity was interpolated from observed gravity values.
 QO0289
 QO0289;                    North         East    Units  Estimated Accuracy
 QO0289;SPC WI N     -    70,290.      404,870.      MT  (+/- 180 meters Scaled)
 QO0289
 QO0289                          SUPERSEDED SURVEY CONTROL
 QO0289
 QO0289  NGVD 29 (??/??/92)  302.544  (m)          992.60   (f) ADJ UNCH    2 0
 QO0289
 QO0289.Superseded values are not recommended for survey control.
 QO0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0289.See file dsdata.txt to determine how the superseded data were derived.
 QO0289
 QO0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL381687(NAD 83)
 QO0289_MARKER: DB = BENCH MARK DISK
 QO0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0289_STAMPING: F 47 1934
 QO0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0289+STABILITY: SURFACE MOTION
 QO0289
 QO0289  HISTORY     - Date     Condition        Report By
 QO0289  HISTORY     - 1934     MONUMENTED       CGS
 QO0289
 QO0289                          STATION DESCRIPTION
 QO0289
 QO0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QO0289'1 MI E FROM FALUN.
 QO0289'ALONG STATE HIGHWAY NO. 70, 42 FT SOUTH OF CENTER LINE OF.  35 FT WEST
 QO0289'OF CENTER LINE OF ROAD TO THE SOUTH, 1 FT SOUTH AND 8 FT NORTH OF
 QO0289'FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0191 ***********************************************************************
 PO0191  DESIGNATION -  F 49
 PO0191  PID         -  PO0191
 PO0191  STATE/COUNTY-  WI/CHIPPEWA
 PO0191  USGS QUAD   -  BOYD (1979)
 PO0191
 PO0191                         *CURRENT SURVEY CONTROL
 PO0191  ___________________________________________________________________
 PO0191* NAD 83(1986)-  44 56 58.     (N)    091 03 55.     (W)     SCALED    
 PO0191* NAVD 88     -       335.305  (meters)    1100.08   (feet)  ADJUSTED  
 PO0191  ___________________________________________________________________
 PO0191  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 PO0191  DYNAMIC HT  -         335.276 (meters)    1099.98  (feet)  COMP
 PO0191  MODELED GRAV-     980,520.3   (mgal)                       NAVD 88
 PO0191
 PO0191  VERT ORDER  -  SECOND    CLASS 0
 PO0191
 PO0191.The horizontal coordinates were scaled from a topographic map and have
 PO0191.an estimated accuracy of +/- 6 seconds.
 PO0191
 PO0191.The orthometric height was determined by differential leveling
 PO0191.and adjusted by the National Geodetic Survey in June 1991..
 PO0191
 PO0191.The geoid height was determined by GEOID03.
 PO0191
 PO0191.The dynamic height is computed by dividing the NAVD 88
 PO0191.geopotential number by the normal gravity value computed on the
 PO0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0191.degrees latitude (g = 980.6199 gals.).
 PO0191
 PO0191.The modeled gravity was interpolated from observed gravity values.
 PO0191
 PO0191;                    North         East    Units  Estimated Accuracy
 PO0191;SPC WI C     -   124,570.      515,940.      MT  (+/- 180 meters Scaled)
 PO0191
 PO0191                          SUPERSEDED SURVEY CONTROL
 PO0191
 PO0191  NGVD 29 (??/??/92)  335.303  (m)         1100.07   (f) ADJ UNCH    2 0
 PO0191
 PO0191.Superseded values are not recommended for survey control.
 PO0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0191.See file dsdata.txt to determine how the superseded data were derived.
 PO0191
 PO0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK526791(NAD 83)
 PO0191_MARKER: DB = BENCH MARK DISK
 PO0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0191+STABILITY: SURFACE MOTION
 PO0191
 PO0191  HISTORY     - Date     Condition        Report By
 PO0191  HISTORY     - UNK      MONUMENTED       CGS
 PO0191  HISTORY     - 1934     GOOD             NGS
 PO0191  HISTORY     - 1949     POOR             USGS
 PO0191  HISTORY     - 20010331 MARK NOT FOUND   NGS
 PO0191  HISTORY     - 20031208 MARK NOT FOUND   WIDT
 PO0191
 PO0191                          STATION DESCRIPTION
 PO0191
 PO0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PO0191'1.4 MI W FROM BOYD.
 PO0191'1.4 MILES WEST OF BOYD DEPOT 24 FEET NORTH OF CENTER OF MAIN
 PO0191'TRACK OF SOO RY.  32 FEET WEST OF CENTER OF ROAD 15 FEET SOUTHEAST
 PO0191'OF TELEPHONE POLE 9 POLES EAST OF MILE POST 334 NOTE-- MARK LEANS
 PO0191'45 DEG EAST, BUT SOLID.
 PO0191
 PO0191                          STATION RECOVERY (1949)
 PO0191
 PO0191'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 PO0191'MARK RECOVERED IN POOR CONDITION.
 PO0191
 PO0191                          STATION RECOVERY (2001)
 PO0191
 PO0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PO0191'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PO0191
 PO0191                          STATION RECOVERY (2003)
 PO0191
 PO0191'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0191'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0214 ***********************************************************************
 PN0214  DESIGNATION -  F 5
 PN0214  PID         -  PN0214
 PN0214  STATE/COUNTY-  WI/WINNEBAGO
 PN0214  USGS QUAD   -  OSHKOSH (1992)
 PN0214
 PN0214                         *CURRENT SURVEY CONTROL
 PN0214  ___________________________________________________________________
 PN0214* NAD 83(1986)-  44 01 59.     (N)    088 31 52.     (W)     SCALED    
 PN0214* NAVD 88     -       230.158  (meters)     755.11   (feet)  ADJUSTED  
 PN0214  ___________________________________________________________________
 PN0214  GEOID HEIGHT-         -36.23  (meters)                     GEOID03
 PN0214  DYNAMIC HT  -         230.114 (meters)     754.97  (feet)  COMP
 PN0214  MODELED GRAV-     980,421.6   (mgal)                       NAVD 88
 PN0214
 PN0214  VERT ORDER  -  FIRST     CLASS II
 PN0214
 PN0214.The horizontal coordinates were scaled from a topographic map and have
 PN0214.an estimated accuracy of +/- 6 seconds.
 PN0214
 PN0214.The orthometric height was determined by differential leveling
 PN0214.and adjusted by the National Geodetic Survey in June 1991..
 PN0214
 PN0214.The geoid height was determined by GEOID03.
 PN0214
 PN0214.The dynamic height is computed by dividing the NAVD 88
 PN0214.geopotential number by the normal gravity value computed on the
 PN0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0214.degrees latitude (g = 980.6199 gals.).
 PN0214
 PN0214.The modeled gravity was interpolated from observed gravity values.
 PN0214
 PN0214;                    North         East    Units  Estimated Accuracy
 PN0214;SPC WI S     -   226,900.      717,740.      MT  (+/- 180 meters Scaled)
 PN0214
 PN0214                          SUPERSEDED SURVEY CONTROL
 PN0214
 PN0214  NGVD 29 (??/??/92)  230.185  (m)          755.20   (f) ADJ UNCH    1 2
 PN0214
 PN0214.Superseded values are not recommended for survey control.
 PN0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0214.See file dsdata.txt to determine how the superseded data were derived.
 PN0214
 PN0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP773766(NAD 83)
 PN0214_MARKER: DB = BENCH MARK DISK
 PN0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0214_STAMPING: F 5 1930 755.199
 PN0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0214+STABILITY: SURFACE MOTION
 PN0214
 PN0214  HISTORY     - Date     Condition        Report By
 PN0214  HISTORY     - 1930     MONUMENTED       CGS
 PN0214  HISTORY     - 1961     GOOD             USGS
 PN0214  HISTORY     - 19940528 MARK NOT FOUND   USPSQD
 PN0214
 PN0214                          STATION DESCRIPTION
 PN0214
 PN0214'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 PN0214'AT OSHKOSH.
 PN0214'AT OSHKOSH, WINNEBAGO COUNTY, 1.1 MILES NORTH ALONG THE CHICAGO
 PN0214'AND NORTH WESTERN RAILWAY FROM THE STATION, AT THE TENNESSEE
 PN0214'STREET CROSSING, 52.6 FT. NW OF A FIRE PLUG, 32.3 FT. SW OF
 PN0214'CENTER OF MANHOLE COVER IN CENTER OF STR. JCT., 14.6 FT. EAST
 PN0214'OF THE EAST RAIL, 11 FT. SOUTH OF THE CENTER OF THE STR.  A
 PN0214'STANDARD DISK, STAMPED 755.199 F 5 1930 AND SET IN THE TOP OF A
 PN0214'CONCRETE POST.  NOTE-- THIS BENCH WILL PROBABLY BE COVERED BY
 PN0214'ABOUT 3 INCHES OF EARTH.
 PN0214
 PN0214                          STATION RECOVERY (1994)
 PN0214
 PN0214'RECOVERY NOTE BY US POWER SQUADRON 1994
 PN0214'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO0059 ***********************************************************************
 QO0059  DESIGNATION -  F 50
 QO0059  PID         -  QO0059
 QO0059  STATE/COUNTY-  WI/ST CROIX
 QO0059  USGS QUAD   -  EMERALD (1975)
 QO0059
 QO0059                         *CURRENT SURVEY CONTROL
 QO0059  ___________________________________________________________________
 QO0059* NAD 83(1986)-  45 06 38.     (N)    092 20 25.     (W)     SCALED    
 QO0059* NAVD 88     -       327.020  (meters)    1072.90   (feet)  ADJUSTED  
 QO0059  ___________________________________________________________________
 QO0059  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 QO0059  DYNAMIC HT  -         326.974 (meters)    1072.75  (feet)  COMP
 QO0059  MODELED GRAV-     980,468.6   (mgal)                       NAVD 88
 QO0059
 QO0059  VERT ORDER  -  SECOND    CLASS 0
 QO0059
 QO0059.The horizontal coordinates were scaled from a topographic map and have
 QO0059.an estimated accuracy of +/- 6 seconds.
 QO0059
 QO0059.The orthometric height was determined by differential leveling
 QO0059.and adjusted by the National Geodetic Survey in June 1991..
 QO0059
 QO0059.The geoid height was determined by GEOID03.
 QO0059
 QO0059.The dynamic height is computed by dividing the NAVD 88
 QO0059.geopotential number by the normal gravity value computed on the
 QO0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0059.degrees latitude (g = 980.6199 gals.).
 QO0059
 QO0059.The modeled gravity was interpolated from observed gravity values.
 QO0059
 QO0059;                    North         East    Units  Estimated Accuracy
 QO0059;SPC WI C     -   144,580.      415,870.      MT  (+/- 180 meters Scaled)
 QO0059
 QO0059                          SUPERSEDED SURVEY CONTROL
 QO0059
 QO0059  NGVD 29 (??/??/92)  326.969  (m)         1072.73   (f) ADJ UNCH    2 0
 QO0059
 QO0059.Superseded values are not recommended for survey control.
 QO0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0059.See file dsdata.txt to determine how the superseded data were derived.
 QO0059
 QO0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK518954(NAD 83)
 QO0059_MARKER: DB = BENCH MARK DISK
 QO0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0059+STABILITY: SURFACE MOTION
 QO0059
 QO0059  HISTORY     - Date     Condition        Report By
 QO0059  HISTORY     - UNK      MONUMENTED       CGS
 QO0059  HISTORY     - 1934     GOOD             NGS
 QO0059  HISTORY     - 1975     MARK NOT FOUND   USGS
 QO0059  HISTORY     - 20031209 MARK NOT FOUND   WIDT
 QO0059
 QO0059                          STATION DESCRIPTION
 QO0059
 QO0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QO0059'1.9 MI E FROM CYLON.
 QO0059'1.9 MILES EAST OF CYLON DEPOT 30 FEET NORTH OF CENTER OF MAIN TRACK OF
 QO0059'SOO RY.  36 FEET WEST OF CENTER OF ROAD 18 FEET SOUTHWEST OF TELEPHONE
 QO0059'POLE.
 QO0059
 QO0059                          STATION RECOVERY (1975)
 QO0059
 QO0059'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 QO0059'MARK NOT FOUND.
 QO0059
 QO0059                          STATION RECOVERY (2003)
 QO0059
 QO0059'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 QO0059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0280 ***********************************************************************
 PO0280  DESIGNATION -  F 51
 PO0280  PID         -  PO0280
 PO0280  STATE/COUNTY-  WI/CHIPPEWA
 PO0280  USGS QUAD   -  ALBERTVILLE (1972)
 PO0280
 PO0280                         *CURRENT SURVEY CONTROL
 PO0280  ___________________________________________________________________
 PO0280* NAD 83(1986)-  44 57 48.     (N)    091 37 16.     (W)     SCALED    
 PO0280* NAVD 88     -       318.591  (meters)    1045.24   (feet)  ADJUSTED  
 PO0280  ___________________________________________________________________
 PO0280  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 PO0280  DYNAMIC HT  -         318.560 (meters)    1045.14  (feet)  COMP
 PO0280  MODELED GRAV-     980,510.9   (mgal)                       NAVD 88
 PO0280
 PO0280  VERT ORDER  -  SECOND    CLASS 0
 PO0280
 PO0280.The horizontal coordinates were scaled from a topographic map and have
 PO0280.an estimated accuracy of +/- 6 seconds.
 PO0280
 PO0280.The orthometric height was determined by differential leveling
 PO0280.and adjusted by the National Geodetic Survey in June 1991..
 PO0280
 PO0280.The geoid height was determined by GEOID03.
 PO0280
 PO0280.The dynamic height is computed by dividing the NAVD 88
 PO0280.geopotential number by the normal gravity value computed on the
 PO0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0280.degrees latitude (g = 980.6199 gals.).
 PO0280
 PO0280.The modeled gravity was interpolated from observed gravity values.
 PO0280
 PO0280;                    North         East    Units  Estimated Accuracy
 PO0280;SPC WI C     -   126,840.      472,120.      MT  (+/- 180 meters Scaled)
 PO0280
 PO0280                          SUPERSEDED SURVEY CONTROL
 PO0280
 PO0280  NGVD 29 (??/??/92)  318.568  (m)         1045.17   (f) ADJ UNCH    2 0
 PO0280
 PO0280.Superseded values are not recommended for survey control.
 PO0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0280.See file dsdata.txt to determine how the superseded data were derived.
 PO0280
 PO0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK087798(NAD 83)
 PO0280_MARKER: DB = BENCH MARK DISK
 PO0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0280+STABILITY: SURFACE MOTION
 PO0280
 PO0280  HISTORY     - Date     Condition        Report By
 PO0280  HISTORY     - UNK      MONUMENTED       CGS
 PO0280  HISTORY     - 1934     GOOD             NGS
 PO0280  HISTORY     - 1972     MARK NOT FOUND   USGS
 PO0280  HISTORY     - 20031204 MARK NOT FOUND   WIDT
 PO0280
 PO0280                          STATION DESCRIPTION
 PO0280
 PO0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PO0280'1.1 MI W FROM ALBERTVILLE.
 PO0280'1.1 MILES WEST OF ALBERTVILLE DEPOT 18 FEET SOUTH OF CENTER OF MAIN
 PO0280'TRACK OF SOO RY.  30 FEET WEST OF CENTER OF ROAD AT MILE POST
 PO0280'363.1.
 PO0280
 PO0280                          STATION RECOVERY (1972)
 PO0280
 PO0280'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 PO0280'MARK NOT FOUND.
 PO0280
 PO0280                          STATION RECOVERY (2003)
 PO0280
 PO0280'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0237 ***********************************************************************
 PO0237  DESIGNATION -  F 52
 PO0237  PID         -  PO0237
 PO0237  STATE/COUNTY-  WI/EAU CLAIRE
 PO0237  USGS QUAD   -  AUGUSTA WEST (1964)
 PO0237
 PO0237                         *CURRENT SURVEY CONTROL
 PO0237  ___________________________________________________________________
 PO0237* NAD 83(1986)-  44 43 14.     (N)    091 11 12.     (W)     SCALED    
 PO0237* NAVD 88     -       287.757  (meters)     944.08   (feet)  ADJUSTED  
 PO0237  ___________________________________________________________________
 PO0237  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 PO0237  DYNAMIC HT  -         287.724 (meters)     943.97  (feet)  COMP
 PO0237  MODELED GRAV-     980,492.2   (mgal)                       NAVD 88
 PO0237
 PO0237  VERT ORDER  -  SECOND    CLASS 0
 PO0237
 PO0237.The horizontal coordinates were scaled from a topographic map and have
 PO0237.an estimated accuracy of +/- 6 seconds.
 PO0237
 PO0237.The orthometric height was determined by differential leveling
 PO0237.and adjusted by the National Geodetic Survey in June 1991..
 PO0237
 PO0237.The geoid height was determined by GEOID03.
 PO0237
 PO0237.The dynamic height is computed by dividing the NAVD 88
 PO0237.geopotential number by the normal gravity value computed on the
 PO0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0237.degrees latitude (g = 980.6199 gals.).
 PO0237
 PO0237.The modeled gravity was interpolated from observed gravity values.
 PO0237
 PO0237;                    North         East    Units  Estimated Accuracy
 PO0237;SPC WI C     -    99,270.      505,990.      MT  (+/- 180 meters Scaled)
 PO0237
 PO0237                          SUPERSEDED SURVEY CONTROL
 PO0237
 PO0237  NGVD 29 (??/??/92)  287.748  (m)          944.05   (f) ADJ UNCH    2 0
 PO0237
 PO0237.Superseded values are not recommended for survey control.
 PO0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0237.See file dsdata.txt to determine how the superseded data were derived.
 PO0237
 PO0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK436535(NAD 83)
 PO0237_MARKER: DB = BENCH MARK DISK
 PO0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0237+STABILITY: SURFACE MOTION
 PO0237
 PO0237  HISTORY     - Date     Condition        Report By
 PO0237  HISTORY     - UNK      MONUMENTED       CGS
 PO0237  HISTORY     - 1934     GOOD             NGS
 PO0237  HISTORY     - 1980     MARK NOT FOUND   WIDT
 PO0237  HISTORY     - 20031106 MARK NOT FOUND   WIDT
 PO0237
 PO0237                          STATION DESCRIPTION
 PO0237
 PO0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PO0237'4.6 MI N FROM AUGUSTA.
 PO0237'4.6 MILES NORTH OF AUGUSTA DEPOT 45 FEET WEST OF THE CENTER OF
 PO0237'WEST TRACK OF C. AND N.W. RY. 15 FEET NORTHWEST OF TELEPHONE POLE
 PO0237'51 FEET NORTH OF SIGN POST RODELL 75 FEET NORTH OF CENTER OF ROAD
 PO0237
 PO0237                          STATION RECOVERY (1980)
 PO0237
 PO0237'RECOVERY NOTE BY WI DEPT OF TRANSP 1980
 PO0237'MARK NOT FOUND.
 PO0237
 PO0237                          STATION RECOVERY (2003)
 PO0237
 PO0237'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0237'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0178 ***********************************************************************
 PO0178  DESIGNATION -  F 54
 PO0178  PID         -  PO0178
 PO0178  STATE/COUNTY-  WI/CLARK
 PO0178  USGS QUAD   -  FAIRCHILD (1979)
 PO0178
 PO0178                         *CURRENT SURVEY CONTROL
 PO0178  ___________________________________________________________________
 PO0178* NAD 83(1986)-  44 31 43.     (N)    090 53 25.     (W)     SCALED    
 PO0178* NAVD 88     -       311.638  (meters)    1022.43   (feet)  ADJUSTED  
 PO0178  ___________________________________________________________________
 PO0178  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 PO0178  DYNAMIC HT  -         311.592 (meters)    1022.28  (feet)  COMP
 PO0178  MODELED GRAV-     980,459.6   (mgal)                       NAVD 88
 PO0178
 PO0178  VERT ORDER  -  SECOND    CLASS 0
 PO0178
 PO0178.The horizontal coordinates were scaled from a topographic map and have
 PO0178.an estimated accuracy of +/- 6 seconds.
 PO0178
 PO0178.The orthometric height was determined by differential leveling
 PO0178.and adjusted by the National Geodetic Survey in June 1991..
 PO0178
 PO0178.The geoid height was determined by GEOID03.
 PO0178
 PO0178.The dynamic height is computed by dividing the NAVD 88
 PO0178.geopotential number by the normal gravity value computed on the
 PO0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0178.degrees latitude (g = 980.6199 gals.).
 PO0178
 PO0178.The modeled gravity was interpolated from observed gravity values.
 PO0178
 PO0178;                    North         East    Units  Estimated Accuracy
 PO0178;SPC WI C     -    77,650.      529,240.      MT  (+/- 180 meters Scaled)
 PO0178
 PO0178                          SUPERSEDED SURVEY CONTROL
 PO0178
 PO0178  NGVD 29 (??/??/92)  311.634  (m)         1022.42   (f) ADJ UNCH    2 0
 PO0178
 PO0178.Superseded values are not recommended for survey control.
 PO0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0178.See file dsdata.txt to determine how the superseded data were derived.
 PO0178
 PO0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK676327(NAD 83)
 PO0178_MARKER: DB = BENCH MARK DISK
 PO0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0178_STAMPING: F 54 1934
 PO0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0178+STABILITY: SURFACE MOTION
 PO0178
 PO0178  HISTORY     - Date     Condition        Report By
 PO0178  HISTORY     - 1934     MONUMENTED       CGS
 PO0178  HISTORY     - 1977     MARK NOT FOUND   USGS
 PO0178
 PO0178                          STATION DESCRIPTION
 PO0178
 PO0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PO0178'IN HUMBIRD.
 PO0178'AT HUMBIRD, CLARK COUNTY, 35 FEET NORTHWEST OF THE NORTHWEST
 PO0178'END OF THE CHICAGO, SAINT PAUL, MINNEAPOLIS AND OMAHA RAILWAY
 PO0178'STATION, 33 FEET SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 12,
 PO0178'27 FEET NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND TRACK, AND
 PO0178'3 FEET NORTH OF A TELEGRAPH POLE.  A STANDARD DISK, STAMPED F 54
 PO0178'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 PO0178'ABOVE GROUND.
 PO0178
 PO0178                          STATION RECOVERY (1977)
 PO0178
 PO0178'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 PO0178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0119 ***********************************************************************
 PO0119  DESIGNATION -  F 56
 PO0119  PID         -  PO0119
 PO0119  STATE/COUNTY-  WI/CLARK
 PO0119  USGS QUAD   -  MERRILLAN (1984)
 PO0119
 PO0119                         *CURRENT SURVEY CONTROL
 PO0119  ___________________________________________________________________
 PO0119* NAD 83(1986)-  44 29 09.     (N)    090 46 58.     (W)     SCALED    
 PO0119* NAVD 88     -       301.356  (meters)     988.70   (feet)  ADJUSTED  
 PO0119  ___________________________________________________________________
 PO0119  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 PO0119  DYNAMIC HT  -         301.311 (meters)     988.55  (feet)  COMP
 PO0119  MODELED GRAV-     980,460.3   (mgal)                       NAVD 88
 PO0119
 PO0119  VERT ORDER  -  SECOND    CLASS 0
 PO0119
 PO0119.The horizontal coordinates were scaled from a topographic map and have
 PO0119.an estimated accuracy of +/- 6 seconds.
 PO0119
 PO0119.The orthometric height was determined by differential leveling
 PO0119.and adjusted by the National Geodetic Survey in June 1991..
 PO0119
 PO0119.The geoid height was determined by GEOID03.
 PO0119
 PO0119.The dynamic height is computed by dividing the NAVD 88
 PO0119.geopotential number by the normal gravity value computed on the
 PO0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0119.degrees latitude (g = 980.6199 gals.).
 PO0119
 PO0119.The modeled gravity was interpolated from observed gravity values.
 PO0119
 PO0119;                    North         East    Units  Estimated Accuracy
 PO0119;SPC WI C     -    72,810.      537,730.      MT  (+/- 180 meters Scaled)
 PO0119
 PO0119                          SUPERSEDED SURVEY CONTROL
 PO0119
 PO0119  NGVD 29 (??/??/92)  301.358  (m)          988.71   (f) ADJ UNCH    2 0
 PO0119
 PO0119.Superseded values are not recommended for survey control.
 PO0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0119.See file dsdata.txt to determine how the superseded data were derived.
 PO0119
 PO0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK763282(NAD 83)
 PO0119_MARKER: DB = BENCH MARK DISK
 PO0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0119_STAMPING: F 56 1934
 PO0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0119+STABILITY: SURFACE MOTION
 PO0119
 PO0119  HISTORY     - Date     Condition        Report By
 PO0119  HISTORY     - 1934     MONUMENTED       CGS
 PO0119
 PO0119                          STATION DESCRIPTION
 PO0119
 PO0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PO0119'1 MI SW FROM TROW.
 PO0119'ABOUT 1.0 MILE SOUTHWEST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 PO0119'AND OMAHA RAILWAY FROM TROW, CLARK COUNTY, 20 FEET SOUTHWEST OF
 PO0119'MILEPOST 3+27, 5 FEET EAST OF A TROW ONE MILE SIGN, AND 23 FEET
 PO0119'EAST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED
 PO0119'F 56 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0250 ***********************************************************************
 QN0250  DESIGNATION -  F 57
 QN0250  PID         -  QN0250
 QN0250  STATE/COUNTY-  WI/BARRON
 QN0250  USGS QUAD   -  CHETEK (1978)
 QN0250
 QN0250                         *CURRENT SURVEY CONTROL
 QN0250  ___________________________________________________________________
 QN0250* NAD 83(1986)-  45 18 48.     (N)    091 39 14.     (W)     SCALED    
 QN0250* NAVD 88     -       320.139  (meters)    1050.32   (feet)  ADJUSTED  
 QN0250  ___________________________________________________________________
 QN0250  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 QN0250  DYNAMIC HT  -         320.118 (meters)    1050.25  (feet)  COMP
 QN0250  MODELED GRAV-     980,542.6   (mgal)                       NAVD 88
 QN0250
 QN0250  VERT ORDER  -  SECOND    CLASS 0
 QN0250
 QN0250.The horizontal coordinates were scaled from a topographic map and have
 QN0250.an estimated accuracy of +/- 6 seconds.
 QN0250
 QN0250.The orthometric height was determined by differential leveling
 QN0250.and adjusted by the National Geodetic Survey in June 1991..
 QN0250
 QN0250.The geoid height was determined by GEOID03.
 QN0250
 QN0250.The dynamic height is computed by dividing the NAVD 88
 QN0250.geopotential number by the normal gravity value computed on the
 QN0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0250.degrees latitude (g = 980.6199 gals.).
 QN0250
 QN0250.The modeled gravity was interpolated from observed gravity values.
 QN0250
 QN0250;                    North         East    Units  Estimated Accuracy
 QN0250;SPC WI C     -   165,780.      470,320.      MT  (+/- 180 meters Scaled)
 QN0250
 QN0250                          SUPERSEDED SURVEY CONTROL
 QN0250
 QN0250  NGVD 29 (??/??/92)  320.128  (m)         1050.29   (f) ADJ UNCH    2 0
 QN0250
 QN0250.Superseded values are not recommended for survey control.
 QN0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0250.See file dsdata.txt to determine how the superseded data were derived.
 QN0250
 QN0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL055186(NAD 83)
 QN0250_MARKER: DB = BENCH MARK DISK
 QN0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0250_STAMPING: F 57 1934
 QN0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0250+STABILITY: SURFACE MOTION
 QN0250
 QN0250  HISTORY     - Date     Condition        Report By
 QN0250  HISTORY     - 1934     MONUMENTED       CGS
 QN0250  HISTORY     - 1965     MARK NOT FOUND   USGS
 QN0250  HISTORY     - 20031105 MARK NOT FOUND   WIDT
 QN0250  HISTORY     - 20040921 MARK NOT FOUND   WIDT
 QN0250
 QN0250                          STATION DESCRIPTION
 QN0250
 QN0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QN0250'AT CHETEK.
 QN0250'AT CHETEK, BARRON COUNTY, 9 RAILS SOUTH OF THE CHICAGO, SAINT
 QN0250'PAUL, MINNEAPOLIS AND OMAHA RAILWAY STATION, 0.2 MILE SOUTH OF
 QN0250'MILEPOST 42, 200 FEET WEST OF THE SOUTHWEST CORNER OF THE FIRST
 QN0250'CONGREGATIONAL CHURCH, AND 50 FEET EAST OF THE CENTERLINE OF THE
 QN0250'TRACK.  A STANDARD DISK, STAMPED F 57 1934 AND SET IN THE TOP OF
 QN0250'A CONCRETE POST.
 QN0250
 QN0250                          STATION RECOVERY (1965)
 QN0250
 QN0250'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 QN0250'MARK NOT FOUND.
 QN0250
 QN0250                          STATION RECOVERY (2003)
 QN0250
 QN0250'RECOVERY NOTE BY WI DEPT OF TRANSP 2003
 QN0250'MARK NOT FOUND.
 QN0250
 QN0250                          STATION RECOVERY (2004)
 QN0250
 QN0250'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0250'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0302 ***********************************************************************
 PO0302  DESIGNATION -  F 58
 PO0302  PID         -  PO0302
 PO0302  STATE/COUNTY-  WI/EAU CLAIRE
 PO0302  USGS QUAD   -  EAU CLAIRE WEST (1982)
 PO0302
 PO0302                         *CURRENT SURVEY CONTROL
 PO0302  ___________________________________________________________________
 PO0302* NAD 83(1986)-  44 45 04.     (N)    091 36 38.     (W)     SCALED    
 PO0302* NAVD 88     -       236.063  (meters)     774.48   (feet)  ADJUSTED  
 PO0302  ___________________________________________________________________
 PO0302  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 PO0302  DYNAMIC HT  -         236.040 (meters)     774.41  (feet)  COMP
 PO0302  MODELED GRAV-     980,514.6   (mgal)                       NAVD 88
 PO0302
 PO0302  VERT ORDER  -  SECOND    CLASS 0
 PO0302
 PO0302.The horizontal coordinates were scaled from a topographic map and have
 PO0302.an estimated accuracy of +/- 6 seconds.
 PO0302
 PO0302.The orthometric height was determined by differential leveling
 PO0302.and adjusted by the National Geodetic Survey in June 1991..
 PO0302
 PO0302.The geoid height was determined by GEOID03.
 PO0302
 PO0302.The dynamic height is computed by dividing the NAVD 88
 PO0302.geopotential number by the normal gravity value computed on the
 PO0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0302.degrees latitude (g = 980.6199 gals.).
 PO0302
 PO0302.The modeled gravity was interpolated from observed gravity values.
 PO0302
 PO0302;                    North         East    Units  Estimated Accuracy
 PO0302;SPC WI C     -   103,250.      472,480.      MT  (+/- 180 meters Scaled)
 PO0302
 PO0302                          SUPERSEDED SURVEY CONTROL
 PO0302
 PO0302  NGVD 29 (??/??/92)  236.046  (m)          774.43   (f) ADJ UNCH    2 0
 PO0302
 PO0302.Superseded values are not recommended for survey control.
 PO0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0302.See file dsdata.txt to determine how the superseded data were derived.
 PO0302
 PO0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK099562(NAD 83)
 PO0302_MARKER: DB = BENCH MARK DISK
 PO0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0302+STABILITY: SURFACE MOTION
 PO0302
 PO0302  HISTORY     - Date     Condition        Report By
 PO0302  HISTORY     - UNK      MONUMENTED       CGS
 PO0302  HISTORY     - 1934     GOOD             NGS
 PO0302  HISTORY     - 1972     GOOD             USGS
 PO0302  HISTORY     - 20031202 MARK NOT FOUND   WIDT
 PO0302
 PO0302                          STATION DESCRIPTION
 PO0302
 PO0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PO0302'7.7 MI SW FROM EAU CLAIRE.
 PO0302'7.7 MILES SOUTHWEST OF EAU CLAIRE DEPOT 25 FEET NORTH OF CENTER
 PO0302'OF MAIN TRACK OF C. M. ST. P. AND P. RR. 36 FEET EAST OF CENTER
 PO0302'OF ROAD 36 FEET SOUTHWEST OF POWER LINE POLE 157 AT MILE POST
 PO0302'40.8.
 PO0302
 PO0302                          STATION RECOVERY (1972)
 PO0302
 PO0302'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 PO0302'RECOVERED IN GOOD CONDITION.
 PO0302
 PO0302                          STATION RECOVERY (2003)
 PO0302
 PO0302'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJV)
 PO0302'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP0034 ***********************************************************************
 PP0034  DESIGNATION -  F 59
 PP0034  PID         -  PP0034
 PP0034  STATE/COUNTY-  WI/PIERCE
 PP0034  USGS QUAD   -  ELLSWORTH (1974)
 PP0034
 PP0034                         *CURRENT SURVEY CONTROL
 PP0034  ___________________________________________________________________
 PP0034* NAD 83(1986)-  44 43 57.     (N)    092 29 06.     (W)     SCALED    
 PP0034* NAVD 88     -       373.669  (meters)    1225.95   (feet)  ADJUSTED  
 PP0034  ___________________________________________________________________
 PP0034  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 PP0034  DYNAMIC HT  -         373.616 (meters)    1225.77  (feet)  COMP
 PP0034  MODELED GRAV-     980,465.0   (mgal)                       NAVD 88
 PP0034
 PP0034  VERT ORDER  -  SECOND    CLASS 0
 PP0034
 PP0034.The horizontal coordinates were scaled from a topographic map and have
 PP0034.an estimated accuracy of +/- 6 seconds.
 PP0034
 PP0034.The orthometric height was determined by differential leveling
 PP0034.and adjusted by the National Geodetic Survey in June 1991..
 PP0034
 PP0034.The geoid height was determined by GEOID03.
 PP0034
 PP0034.The dynamic height is computed by dividing the NAVD 88
 PP0034.geopotential number by the normal gravity value computed on the
 PP0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0034.degrees latitude (g = 980.6199 gals.).
 PP0034
 PP0034.The modeled gravity was interpolated from observed gravity values.
 PP0034
 PP0034;                    North         East    Units  Estimated Accuracy
 PP0034;SPC WI C     -   102,930.      403,200.      MT  (+/- 180 meters Scaled)
 PP0034
 PP0034                          SUPERSEDED SURVEY CONTROL
 PP0034
 PP0034  NGVD 29 (??/??/92)  373.664  (m)         1225.93   (f) ADJ UNCH    2 0
 PP0034
 PP0034.Superseded values are not recommended for survey control.
 PP0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0034.See file dsdata.txt to determine how the superseded data were derived.
 PP0034
 PP0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK407533(NAD 83)
 PP0034_MARKER: DB = BENCH MARK DISK
 PP0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0034+STABILITY: SURFACE MOTION
 PP0034
 PP0034  HISTORY     - Date     Condition        Report By
 PP0034  HISTORY     - UNK      MONUMENTED       CGS
 PP0034  HISTORY     - 1934     GOOD             NGS
 PP0034
 PP0034                          STATION DESCRIPTION
 PP0034
 PP0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PP0034'IN ELLSWORTH.
 PP0034'IN THE PIERCE COUNTY COURTHOUSE YARD, IN FRONT OF THE CONCRETE
 PP0034'PLATFORM ON WHICH CANNON IS MOUNTED, 25 FEET WEST OF SIDEWALK LEADING
 PP0034'TO SOUTH (MAIN) ENTRANCE TO COURTHOUSE.  FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0112 ***********************************************************************
 PN0112  DESIGNATION -  F 6
 PN0112  PID         -  PN0112
 PN0112  STATE/COUNTY-  WI/BROWN
 PN0112  USGS QUAD   -  SUAMICO (1974)
 PN0112
 PN0112                         *CURRENT SURVEY CONTROL
 PN0112  ___________________________________________________________________
 PN0112* NAD 83(1986)-  44 39 49.     (N)    088 01 58.     (W)     SCALED    
 PN0112* NAVD 88     -       182.233  (meters)     597.88   (feet)  ADJUSTED  
 PN0112  ___________________________________________________________________
 PN0112  GEOID HEIGHT-         -36.25  (meters)                     GEOID03
 PN0112  DYNAMIC HT  -         182.213 (meters)     597.81  (feet)  COMP
 PN0112  MODELED GRAV-     980,503.7   (mgal)                       NAVD 88
 PN0112
 PN0112  VERT ORDER  -  FIRST     CLASS 0
 PN0112
 PN0112.The horizontal coordinates were scaled from a topographic map and have
 PN0112.an estimated accuracy of +/- 6 seconds.
 PN0112
 PN0112.The orthometric height was determined by differential leveling
 PN0112.and adjusted by the National Geodetic Survey in June 1991..
 PN0112
 PN0112.The geoid height was determined by GEOID03.
 PN0112
 PN0112.The dynamic height is computed by dividing the NAVD 88
 PN0112.geopotential number by the normal gravity value computed on the
 PN0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0112.degrees latitude (g = 980.6199 gals.).
 PN0112
 PN0112.The modeled gravity was interpolated from observed gravity values.
 PN0112
 PN0112;                    North         East    Units  Estimated Accuracy
 PN0112;SPC WI C     -    94,150.      755,990.      MT  (+/- 180 meters Scaled)
 PN0112
 PN0112                          SUPERSEDED SURVEY CONTROL
 PN0112
 PN0112  NGVD 29 (??/??/92)  182.263  (m)          597.97   (f) ADJ UNCH    1 0
 PN0112
 PN0112.Superseded values are not recommended for survey control.
 PN0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0112.See file dsdata.txt to determine how the superseded data were derived.
 PN0112
 PN0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ181461(NAD 83)
 PN0112_MARKER: DB = BENCH MARK DISK
 PN0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0112_STAMPING: F 6 1930 597.975
 PN0112_MARK LOGO: CGS   
 PN0112_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0112+STABILITY: SURFACE MOTION
 PN0112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0112+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2005
 PN0112
 PN0112  HISTORY     - Date     Condition        Report By
 PN0112  HISTORY     - 1930     MONUMENTED       CGS
 PN0112  HISTORY     - 1972     GOOD             NGS
 PN0112  HISTORY     - 19940503 GOOD             WI-009
 PN0112  HISTORY     - 20021115 GOOD             USPSQD
 PN0112  HISTORY     - 20050815 GOOD             WIDT
 PN0112
 PN0112                          STATION DESCRIPTION
 PN0112
 PN0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PN0112'2 MI N FROM SUAMICO.
 PN0112'ABOUT 2.0 MILES NORTH ALONG COUNTY ROAD J FROM THE BRIDGE OVER
 PN0112'THE SUAMICO RIVER AT SUAMICO, ABOUT 33 YARDS NORTHWEST OF THE
 PN0112'CENTER OF THE INTERSECTION OF COUNTY ROAD J AND NORTHFIELD
 PN0112'ROAD, 40 FEET NORTHWEST OF THE CENTER OF THE CROSSING OF
 PN0112'NORFIELD ROAD AND THE CHICAGO AND NORTH WESTERN RAILWAY, 36 FEET
 PN0112'NORTH OF THE CENTER LINE OF NORFIELD ROAD, 26.6 FEET WEST OF THE
 PN0112'WEST RAIL OF THE TRACK, 1.1 FEET EAST OF A METAL WITNESS POST,
 PN0112'ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE
 PN0112'POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.  SEC 2,
 PN0112'T 25 N, R 20 E.
 PN0112
 PN0112                          STATION RECOVERY (1994)
 PN0112
 PN0112'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0112'RECOVERED AS DESCRIBED.
 PN0112
 PN0112                          STATION RECOVERY (2002)
 PN0112
 PN0112'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0112'RECOVERED IN GOOD CONDITION.
 PN0112
 PN0112                          STATION RECOVERY (2005)
 PN0112
 PN0112'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0112'RECOVERED IN GOOD CONDITION.  ADD--THE STATION IS 0.5 M SOUTH OF A
 PN0112'WHITE PLASTIC WITNESS POST.   --NOTE THE SATELLITE OBSTRUCTIONS FOR
 PN0112'THIS STATION ARE AN APPLE TREE TO THE NORTHWEST AT 25 DEGREES ABOVE
 PN0112'THE HORIZON, A PINE TREE TO THE SOUTHWEST AT 20 DEGREES ABOVE THE
 PN0112'HORIZON, AND A HIGH TENSION POWER POLE TO THE NORTHEAST AT 30 ABOVE
 PN0112'THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0263 ***********************************************************************
 PO0263  DESIGNATION -  F 60
 PO0263  PID         -  PO0263
 PO0263  STATE/COUNTY-  WI/TREMPEALEAU
 PO0263  USGS QUAD   -  INDEPENDENCE (1973)
 PO0263
 PO0263                         *CURRENT SURVEY CONTROL
 PO0263  ___________________________________________________________________
 PO0263* NAD 83(1986)-  44 19 48.     (N)    091 27 21.     (W)     SCALED    
 PO0263* NAVD 88     -       231.227  (meters)     758.62   (feet)  ADJUSTED  
 PO0263  ___________________________________________________________________
 PO0263  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 PO0263  DYNAMIC HT  -         231.198 (meters)     758.52  (feet)  COMP
 PO0263  MODELED GRAV-     980,485.9   (mgal)                       NAVD 88
 PO0263
 PO0263  VERT ORDER  -  SECOND    CLASS 0
 PO0263
 PO0263.The horizontal coordinates were scaled from a topographic map and have
 PO0263.an estimated accuracy of +/- 6 seconds.
 PO0263
 PO0263.The orthometric height was determined by differential leveling
 PO0263.and adjusted by the National Geodetic Survey in June 1991..
 PO0263
 PO0263.The geoid height was determined by GEOID03.
 PO0263
 PO0263.The dynamic height is computed by dividing the NAVD 88
 PO0263.geopotential number by the normal gravity value computed on the
 PO0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0263.degrees latitude (g = 980.6199 gals.).
 PO0263
 PO0263.The modeled gravity was interpolated from observed gravity values.
 PO0263
 PO0263;                    North         East    Units  Estimated Accuracy
 PO0263;SPC WI C     -    56,230.      483,890.      MT  (+/- 180 meters Scaled)
 PO0263
 PO0263                          SUPERSEDED SURVEY CONTROL
 PO0263
 PO0263  NGVD 29 (??/??/92)  231.242  (m)          758.67   (f) ADJ UNCH    2 0
 PO0263
 PO0263.Superseded values are not recommended for survey control.
 PO0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0263.See file dsdata.txt to determine how the superseded data were derived.
 PO0263
 PO0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK231096(NAD 83)
 PO0263_MARKER: DB = BENCH MARK DISK
 PO0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0263+STABILITY: SURFACE MOTION
 PO0263
 PO0263  HISTORY     - Date     Condition        Report By
 PO0263  HISTORY     - UNK      MONUMENTED       CGS
 PO0263  HISTORY     - 1934     GOOD             NGS
 PO0263  HISTORY     - 1953     MARK NOT FOUND   GWRR
 PO0263  HISTORY     - 20031119 MARK NOT FOUND   WIDT
 PO0263
 PO0263                          STATION DESCRIPTION
 PO0263
 PO0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PO0263'2.5 MI SW FROM INDEPENDENCE.
 PO0263'2.5 MILES SOUTHWEST OF BY RAILROAD ALONG THE GREEN BAY AND
 PO0263'WESTERN RR 12 FEET NORTH OF CENTER OF TRACK 30 FEET WEST OF
 PO0263'COUNTY ROAD CROSSING 20 RAILS WEST OF MP GB 186 1 IN ABOVE
 PO0263'THE GROUND
 PO0263
 PO0263                          STATION RECOVERY (1953)
 PO0263
 PO0263'RECOVERY NOTE BY GREAT WESTERN RAILROAD 1953
 PO0263'MARK NOT FOUND.
 PO0263
 PO0263                          STATION RECOVERY (2003)
 PO0263
 PO0263'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0263'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0148 ***********************************************************************
 RM0148  DESIGNATION -  F 61
 RM0148  PID         -  RM0148
 RM0148  STATE/COUNTY-  WI/IRON
 RM0148  USGS QUAD   -  MERCER (1981)
 RM0148
 RM0148                         *CURRENT SURVEY CONTROL
 RM0148  ___________________________________________________________________
 RM0148* NAD 83(1986)-  46 10 37.     (N)    090 03 11.     (W)     SCALED    
 RM0148* NAVD 88     -       489.308  (meters)    1605.34   (feet)  ADJUSTED  
 RM0148  ___________________________________________________________________
 RM0148  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 RM0148  DYNAMIC HT  -         489.305 (meters)    1605.33  (feet)  COMP
 RM0148  MODELED GRAV-     980,592.7   (mgal)                       NAVD 88
 RM0148
 RM0148  VERT ORDER  -  SECOND    CLASS 0
 RM0148
 RM0148.The horizontal coordinates were scaled from a topographic map and have
 RM0148.an estimated accuracy of +/- 6 seconds.
 RM0148
 RM0148.The orthometric height was determined by differential leveling
 RM0148.and adjusted by the National Geodetic Survey in June 1991..
 RM0148
 RM0148.The geoid height was determined by GEOID03.
 RM0148
 RM0148.The dynamic height is computed by dividing the NAVD 88
 RM0148.geopotential number by the normal gravity value computed on the
 RM0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0148.degrees latitude (g = 980.6199 gals.).
 RM0148
 RM0148.The modeled gravity was interpolated from observed gravity values.
 RM0148
 RM0148;                    North         East    Units  Estimated Accuracy
 RM0148;SPC WI N     -   112,290.      595,900.      MT  (+/- 180 meters Scaled)
 RM0148
 RM0148                          SUPERSEDED SURVEY CONTROL
 RM0148
 RM0148  NGVD 29 (??/??/92)  489.291  (m)         1605.28   (f) ADJ UNCH    2 0
 RM0148
 RM0148.Superseded values are not recommended for survey control.
 RM0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0148.See file dsdata.txt to determine how the superseded data were derived.
 RM0148
 RM0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM274179(NAD 83)
 RM0148_MARKER: DB = BENCH MARK DISK
 RM0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0148_STAMPING: F 61 1948
 RM0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0148+STABILITY: SURFACE MOTION
 RM0148
 RM0148  HISTORY     - Date     Condition        Report By
 RM0148  HISTORY     - 1948     MONUMENTED       CGS
 RM0148  HISTORY     - 1973     MARK NOT FOUND   USGS
 RM0148  HISTORY     - 1982     MARK NOT FOUND   NGS
 RM0148  HISTORY     - 20050913 MARK NOT FOUND   WIDT
 RM0148
 RM0148                          STATION DESCRIPTION
 RM0148
 RM0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RM0148'0.8 MI N FROM MERCER.
 RM0148'ABOUT 0.8 MILE NORTH ALONG A BLACK TOP ROAD FROM THE MERCER
 RM0148'SCHOOL AT MERCER, ABOUT 1.05 MILES NORTH OF THE CHICAGO AND
 RM0148'NORTH WESTERN RAILWAY STATION AT MERCER, AT A CURVE IN THE BLACK
 RM0148'TOP ROAD WITH TANGENTS NORTH AND SOUTHWEST AND THE JUNCTION OF A
 RM0148'GRAVEL ROAD EAST AND A DRIVE SOUTH TO A FARM HOUSE, 126 FEET
 RM0148'NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 26 FEET SOUTH
 RM0148'OF THE CENTER OF THE JUNCTION, 20 FEET EAST OF THE CENTER LINE
 RM0148'OF THE DRIVE WAY TO HOUSE, IN LINE WITH THE PROLONGED CENTER
 RM0148'LINE OF THE NORTH TANGENT OF THE BLACK TOP ROAD, 9 FEET
 RM0148'SOUTH-SOUTHEAST OF A POWER POLE, ABOUT LEVEL WITH THE ROAD AND
 RM0148'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RM0148
 RM0148                          STATION RECOVERY (1973)
 RM0148
 RM0148'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 RM0148'MARK NOT FOUND.
 RM0148
 RM0148                          STATION RECOVERY (1982)
 RM0148
 RM0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RM0148'NOT RECOVERED.  INADEQUATE DESCRIPTION.
 RM0148
 RM0148                          STATION RECOVERY (2005)
 RM0148
 RM0148'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RM0148'MARK NOT FOUND.  ADD--THE ORIGINAL DESCRIPTION PLACES THE STATION AT
 RM0148'THE JUNCTION OF COUNTY HIGHWAY H AND COUNTY HIGHWAY J.  SINCE THE TIME
 RM0148'WHEN THE STATION WAS SET THERE HAS BEEN CONCIDERABLE EXCAVATING, GRADE
 RM0148'AND DITCH WORK DONE ON THE SOUTH SIDE OF COUNTY HIGHWAY J.  THE OLD
 RM0148'FARM PROPERTY IS NOW A PUBLIC PARK. NO EVIDENCE OF THE STATION WAS
 RM0148'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL1097 ***********************************************************************
 RL1097  DESIGNATION -  F 62
 RL1097  PID         -  RL1097
 RL1097  STATE/COUNTY-  WI/VILAS
 RL1097  USGS QUAD   -  PHELPS (1981)
 RL1097
 RL1097                         *CURRENT SURVEY CONTROL
 RL1097  ___________________________________________________________________
 RL1097* NAD 83(1986)-  46 05 12.     (N)    089 06 08.     (W)     SCALED    
 RL1097* NAVD 88     -       541.431  (meters)    1776.34   (feet)  ADJUSTED  
 RL1097  ___________________________________________________________________
 RL1097  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 RL1097  DYNAMIC HT  -         541.424 (meters)    1776.32  (feet)  COMP
 RL1097  MODELED GRAV-     980,584.4   (mgal)                       NAVD 88
 RL1097
 RL1097  VERT ORDER  -  SECOND    CLASS 0
 RL1097
 RL1097.The horizontal coordinates were scaled from a topographic map and have
 RL1097.an estimated accuracy of +/- 6 seconds.
 RL1097
 RL1097.The orthometric height was determined by differential leveling
 RL1097.and adjusted by the National Geodetic Survey in June 1991..
 RL1097
 RL1097.The geoid height was determined by GEOID03.
 RL1097
 RL1097.The dynamic height is computed by dividing the NAVD 88
 RL1097.geopotential number by the normal gravity value computed on the
 RL1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1097.degrees latitude (g = 980.6199 gals.).
 RL1097
 RL1097.The modeled gravity was interpolated from observed gravity values.
 RL1097
 RL1097;                    North         East    Units  Estimated Accuracy
 RL1097;SPC WI N     -   102,650.      669,430.      MT  (+/- 180 meters Scaled)
 RL1097
 RL1097                          SUPERSEDED SURVEY CONTROL
 RL1097
 RL1097  NGVD 29 (??/??/92)  541.437  (m)         1776.36   (f) ADJ UNCH    2 0
 RL1097
 RL1097.Superseded values are not recommended for survey control.
 RL1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1097.See file dsdata.txt to determine how the superseded data were derived.
 RL1097
 RL1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS374058(NAD 83)
 RL1097_MARKER: DB = BENCH MARK DISK
 RL1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1097_STAMPING: F 62 1948
 RL1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1097+STABILITY: SURFACE MOTION
 RL1097_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1097+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2005
 RL1097
 RL1097  HISTORY     - Date     Condition        Report By
 RL1097  HISTORY     - 1948     MONUMENTED       CGS
 RL1097  HISTORY     - 19970628 GOOD             USPSQD
 RL1097  HISTORY     - 20020618 GOOD             USPSQD
 RL1097  HISTORY     - 20051006 MARK NOT FOUND   WIDT
 RL1097  HISTORY     - 20051006 GOOD             WIDT
 RL1097
 RL1097                          STATION DESCRIPTION
 RL1097
 RL1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1097'1.6 MI NW FROM PHELPS.
 RL1097'ABOUT 1.65 MILES NORTHWEST ALONG COUNTY HIGHWAY E FROM THE
 RL1097'JUNCTION OF STATE HIGHWAY 17 AT PHELPS, AT THE JUNCTION OF
 RL1097'A ROAD WEST TO C.C.C. CAMP AND LAKE WARVET, AT THE NORTHWEST
 RL1097'END OF A CUT, 32 FEET SOUTHWEST OF THE CENTER LINE OF THE
 RL1097'COUNTY HIGHWAY, 138 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE
 RL1097'JUNCTION OF ROADS, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 RL1097'POST, ABOUT LEVEL WITH THE ROADS AND SET IN THE TOP OF A CONCRETE
 RL1097'POST PROJECTING 4 INCHES.
 RL1097
 RL1097                          STATION RECOVERY (1997)
 RL1097
 RL1097'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL1097'RECOVERED IN GOOD CONDITION.
 RL1097
 RL1097                          STATION RECOVERY (2002)
 RL1097
 RL1097'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL1097'RECOVERED IN GOOD CONDITION.
 RL1097
 RL1097                          STATION RECOVERY (2005)
 RL1097
 RL1097'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1097'RECOVERED IN GOOD CONDITION. ADD-THE STATION IS 18 CM SOUTHWEST OF A
 RL1097'WHITE WITNESS SIGN ON A STEEL POST.  -NOTE-THE PREVIOUSLY DESCRIBED
 RL1097'ROAD TO THE WEST IS NOW NAMED --WARVET TRAIL--.
 RL1097
 RL1097                          STATION RECOVERY (2005)
 RL1097
 RL1097'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1097'RECOVERED IN GOOD CONDITION. ADD-THE STATION IS 18 CM SOUTHWEST OF A
 RL1097'WHITE WITNESS SIGN ON A STEEL POST.  -NOTE-THE PREVIOUSLY DESCRIBED
 RL1097'ROAD TO THE WEST IS NOW NAMED --WARVET TRAIL--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL1083 ***********************************************************************
 RL1083  DESIGNATION -  F 63
 RL1083  PID         -  RL1083
 RL1083  STATE/COUNTY-  WI/VILAS
 RL1083  USGS QUAD   -  PHELPS (1981)
 RL1083
 RL1083                         *CURRENT SURVEY CONTROL
 RL1083  ___________________________________________________________________
 RL1083* NAD 83(1986)-  46 03 53.     (N)    089 04 17.     (W)     SCALED    
 RL1083* NAVD 88     -       543.273  (meters)    1782.39   (feet)  ADJUSTED  
 RL1083  ___________________________________________________________________
 RL1083  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 RL1083  DYNAMIC HT  -         543.264 (meters)    1782.36  (feet)  COMP
 RL1083  MODELED GRAV-     980,581.0   (mgal)                       NAVD 88
 RL1083
 RL1083  VERT ORDER  -  SECOND    CLASS 0
 RL1083
 RL1083.The horizontal coordinates were scaled from a topographic map and have
 RL1083.an estimated accuracy of +/- 6 seconds.
 RL1083
 RL1083.The orthometric height was determined by differential leveling
 RL1083.and adjusted by the National Geodetic Survey in June 1991..
 RL1083
 RL1083.The geoid height was determined by GEOID03.
 RL1083
 RL1083.The dynamic height is computed by dividing the NAVD 88
 RL1083.geopotential number by the normal gravity value computed on the
 RL1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1083.degrees latitude (g = 980.6199 gals.).
 RL1083
 RL1083.The modeled gravity was interpolated from observed gravity values.
 RL1083
 RL1083;                    North         East    Units  Estimated Accuracy
 RL1083;SPC WI N     -   100,230.      671,840.      MT  (+/- 180 meters Scaled)
 RL1083
 RL1083                          SUPERSEDED SURVEY CONTROL
 RL1083
 RL1083  NGVD 29 (??/??/92)  543.277  (m)         1782.40   (f) ADJ UNCH    2 0
 RL1083
 RL1083.Superseded values are not recommended for survey control.
 RL1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1083.See file dsdata.txt to determine how the superseded data were derived.
 RL1083
 RL1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS397033(NAD 83)
 RL1083_MARKER: DB = BENCH MARK DISK
 RL1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1083_STAMPING: F 63 1948
 RL1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1083+STABILITY: SURFACE MOTION
 RL1083
 RL1083  HISTORY     - Date     Condition        Report By
 RL1083  HISTORY     - 1948     MONUMENTED       CGS
 RL1083  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL1083  HISTORY     - 20020618 MARK NOT FOUND   USPSQD
 RL1083  HISTORY     - 20051005 MARK NOT FOUND   WIDT
 RL1083
 RL1083                          STATION DESCRIPTION
 RL1083
 RL1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1083'1 MI E FROM PHELPS.
 RL1083'ABOUT 0.95 MILE EAST ALONG STATE HIGHWAY 17 FROM THE STATE BANK
 RL1083'BUILDING AT PHELPS, ABOUT 0.35 MILE EAST OF THE JUNCTION OF
 RL1083'A ROAD NORTH TO MILITARY HILL LOOKOUT TOWER, ABOUT 0.9 MILE
 RL1083'WEST OF THE JUNCTION OF A ROAD LEADING SOUTH, ABOUT 0.25 MILE
 RL1083'EAST OF THE JUNCTION OF A ROAD SOUTH, AT THE CROSSING OF A DIM
 RL1083'TRAIL SOUTHEAST AND UPHILL TO AN OLD BARN AND NORTHWEST INTO
 RL1083'THE WOODS, 34 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 RL1083'10 FEET SOUTHWEST OF THE CENTER LINE OF THE TRAIL NORTHWEST,
 RL1083'2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 0.5 FOOT
 RL1083'BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 RL1083'PROJECTING 6 INCHES.
 RL1083
 RL1083                          STATION RECOVERY (1978)
 RL1083
 RL1083'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL1083'MARK NOT FOUND.
 RL1083
 RL1083                          STATION RECOVERY (2002)
 RL1083
 RL1083'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL1083'MARK NOT FOUND.
 RL1083
 RL1083                          STATION RECOVERY (2005)
 RL1083
 RL1083'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1083'MARK NOT FOUND.  ADD  THE PUBLISHED DISTANCES INTERSECT AT A POINT,
 RL1083'BUT NO EVIDENCE OF THE STATION WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL0449 ***********************************************************************
 RL0449  DESIGNATION -  F 64
 RL0449  PID         -  RL0449
 RL0449  STATE/COUNTY-  WI/FOREST
 RL0449  USGS QUAD   -  HAGERMAN LAKE (1981)
 RL0449
 RL0449                         *CURRENT SURVEY CONTROL
 RL0449  ___________________________________________________________________
 RL0449* NAD 83(1986)-  46 01 29.     (N)    088 51 32.     (W)     SCALED    
 RL0449* NAVD 88     -       479.745  (meters)    1573.96   (feet)  ADJUSTED  
 RL0449  ___________________________________________________________________
 RL0449  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 RL0449  DYNAMIC HT  -         479.745 (meters)    1573.96  (feet)  COMP
 RL0449  MODELED GRAV-     980,598.5   (mgal)                       NAVD 88
 RL0449
 RL0449  VERT ORDER  -  SECOND    CLASS 0
 RL0449
 RL0449.The horizontal coordinates were scaled from a topographic map and have
 RL0449.an estimated accuracy of +/- 6 seconds.
 RL0449
 RL0449.The orthometric height was determined by differential leveling
 RL0449.and adjusted by the National Geodetic Survey in June 1991..
 RL0449
 RL0449.The geoid height was determined by GEOID03.
 RL0449
 RL0449.The dynamic height is computed by dividing the NAVD 88
 RL0449.geopotential number by the normal gravity value computed on the
 RL0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0449.degrees latitude (g = 980.6199 gals.).
 RL0449
 RL0449.The modeled gravity was interpolated from observed gravity values.
 RL0449
 RL0449;                    North         East    Units  Estimated Accuracy
 RL0449;SPC WI N     -    96,000.      688,350.      MT  (+/- 180 meters Scaled)
 RL0449
 RL0449                          SUPERSEDED SURVEY CONTROL
 RL0449
 RL0449  NGVD 29 (??/??/92)  479.748  (m)         1573.97   (f) ADJ UNCH    2 0
 RL0449
 RL0449.Superseded values are not recommended for survey control.
 RL0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0449.See file dsdata.txt to determine how the superseded data were derived.
 RL0449
 RL0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR561984(NAD 83)
 RL0449_MARKER: DB = BENCH MARK DISK
 RL0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0449_STAMPING: F 64 1948
 RL0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0449+STABILITY: SURFACE MOTION
 RL0449
 RL0449  HISTORY     - Date     Condition        Report By
 RL0449  HISTORY     - 1948     MONUMENTED       CGS
 RL0449  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL0449  HISTORY     - 20051114 MARK NOT FOUND   WIDT
 RL0449
 RL0449                          STATION DESCRIPTION
 RL0449
 RL0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0449'2.2 MI W FROM NELMA.
 RL0449'2.25 MILES WEST ALONG COUNTY ROAD D FROM THE JUNCTION OF STATE
 RL0449'HIGHWAY 55 AT NELMA, AT THE ELVOY SCHOOL, AT A TURN IN COUNTY
 RL0449'ROAD D WITH TANGENTS EAST AND SOUTH, 181 FEET EAST OF THE
 RL0449'NORTHEAST CORNER OF THE STUCCO SCHOOL BUILDING, 44 FEET WEST
 RL0449'OF THE CENTER LINE OF THE SOUTH TANGENT OF THE ROAD, 8 FEET
 RL0449'SOUTH OF THE PROLONGED CENTER LINE OF THE ROAD EAST, 2 FEET
 RL0449'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 RL0449'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0449
 RL0449                          STATION RECOVERY (1978)
 RL0449
 RL0449'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL0449'MARK NOT FOUND.
 RL0449
 RL0449                          STATION RECOVERY (2005)
 RL0449
 RL0449'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL0449'MARK NOT FOUND. NOTE--SEARCHED AREA AND FOUND NO EVIDENCE OF THE
 RL0449'STATION. THE SCHOOL BUILDING NO LONGER EXISTS. RECENT EXCAVATIONS IN
 RL0449'THE AREA OF THE STATION MAY HAVE DESTROYED OR COVERED IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL1139 ***********************************************************************
 RL1139  DESIGNATION -  F 65
 RL1139  PID         -  RL1139
 RL1139  STATE/COUNTY-  WI/VILAS
 RL1139  USGS QUAD   -  PAPOOSE LAKE (1981)
 RL1139
 RL1139                         *CURRENT SURVEY CONTROL
 RL1139  ___________________________________________________________________
 RL1139* NAD 83(1986)-  46 14 34.     (N)    089 49 57.     (W)     SCALED    
 RL1139* NAVD 88     -       508.386  (meters)    1667.93   (feet)  ADJUSTED  
 RL1139  ___________________________________________________________________
 RL1139  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 RL1139  DYNAMIC HT  -         508.386 (meters)    1667.93  (feet)  COMP
 RL1139  MODELED GRAV-     980,597.9   (mgal)                       NAVD 88
 RL1139
 RL1139  VERT ORDER  -  SECOND    CLASS 0
 RL1139
 RL1139.The horizontal coordinates were scaled from a topographic map and have
 RL1139.an estimated accuracy of +/- 6 seconds.
 RL1139
 RL1139.The orthometric height was determined by differential leveling
 RL1139.and adjusted by the National Geodetic Survey in June 1991..
 RL1139
 RL1139.The geoid height was determined by GEOID03.
 RL1139
 RL1139.The dynamic height is computed by dividing the NAVD 88
 RL1139.geopotential number by the normal gravity value computed on the
 RL1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1139.degrees latitude (g = 980.6199 gals.).
 RL1139
 RL1139.The modeled gravity was interpolated from observed gravity values.
 RL1139
 RL1139;                    North         East    Units  Estimated Accuracy
 RL1139;SPC WI N     -   119,620.      612,920.      MT  (+/- 180 meters Scaled)
 RL1139
 RL1139                          SUPERSEDED SURVEY CONTROL
 RL1139
 RL1139  NGVD 29 (??/??/92)  508.383  (m)         1667.92   (f) ADJ UNCH    2 0
 RL1139
 RL1139.Superseded values are not recommended for survey control.
 RL1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1139.See file dsdata.txt to determine how the superseded data were derived.
 RL1139
 RL1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS816249(NAD 83)
 RL1139_MARKER: DB = BENCH MARK DISK
 RL1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1139_STAMPING: F 65 1948
 RL1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1139+STABILITY: SURFACE MOTION
 RL1139_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1139+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2005
 RL1139
 RL1139  HISTORY     - Date     Condition        Report By
 RL1139  HISTORY     - 1948     MONUMENTED       CGS
 RL1139  HISTORY     - 20050920 GOOD             WIDT
 RL1139
 RL1139                          STATION DESCRIPTION
 RL1139
 RL1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1139'5.6 MI NE FROM WINCHESTER.
 RL1139'ABOUT 0.75 MILE NORTH ALONG A BLACK TOP ROAD FROM THE GRADE
 RL1139'SCHOOL AT WINCHESTER, THENCE ABOUT 0.95 MILE EAST ALONG A BLACK
 RL1139'TOP ROAD, THENCE ABOUT 3.85 MILES NORTHEAST ALONG COUNTY ROAD
 RL1139'W LEADING TO WINEGAR, ABOUT 0.35 MILE SOUTHWEST OF THE JUNCTION
 RL1139'OF A GRAVEL ROAD NORTH, ABOUT 0.15 MILE EAST OF THE JUNCTION
 RL1139'OF A ROAD NORTH AND A CURVE IN HIGHWAY WITH TANGENTS EAST AND
 RL1139'SOUTH, ON THE OUTSIDE OF A CURVE WITH TANGENTS WEST AND
 RL1139'NORTHEAST, 42 FEET WEST-NORTHWEST OF A TELEPHONE POLE, 32 FEET
 RL1139'SOUTH OF THE CENTER LINE OF THE ROAD, 13 FEET NORTH OF A FENCE
 RL1139'LINE, 2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 RL1139'POST PROJECTING 6 INCHES.  MARK MAY BE REACHED FROM THE GRADE
 RL1139'SCHOOL AT WINEGAR BY GOING ABOUT 0.3 MILE SOUTH ALONG A COUNTY
 RL1139'ROAD THENCE ABOUT 5.65 MILES WEST ALONG COUNTY ROAD W LEADING
 RL1139'TO WINCHESTER.
 RL1139
 RL1139                          STATION RECOVERY (2005)
 RL1139
 RL1139'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1139'RECOVERED IN GOOD CONDITION. -ADD-0.15 MILES EAST OF THE JUNCTION OF
 RL1139'WEST HARRIS LAKE ROAD AND OLD HIGHWAY W, 2.4 M EAST OF THE CENTERLINE
 RL1139'OF A DIRT DRIVEWAY, 0.3 M NORTH OF AN ORANGE FIBERGLASS WITNESS POST,
 RL1139'AND PROTRUDES 12 CM ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0121 ***********************************************************************
 QN0121  DESIGNATION -  F 7
 QN0121  PID         -  QN0121
 QN0121  STATE/COUNTY-  WI/RUSK
 QN0121  USGS QUAD   -  SHELDON (1971)
 QN0121
 QN0121                         *CURRENT SURVEY CONTROL
 QN0121  ___________________________________________________________________
 QN0121* NAD 83(1986)-  45 18 35.     (N)    090 57 18.     (W)     SCALED    
 QN0121* NAVD 88     -       344.101  (meters)    1128.94   (feet)  ADJUSTED  
 QN0121  ___________________________________________________________________
 QN0121  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 QN0121  DYNAMIC HT  -         344.086 (meters)    1128.89  (feet)  COMP
 QN0121  MODELED GRAV-     980,561.5   (mgal)                       NAVD 88
 QN0121
 QN0121  VERT ORDER  -  FIRST     CLASS II
 QN0121
 QN0121.The horizontal coordinates were scaled from a topographic map and have
 QN0121.an estimated accuracy of +/- 6 seconds.
 QN0121
 QN0121.The orthometric height was determined by differential leveling
 QN0121.and adjusted by the National Geodetic Survey in June 1991..
 QN0121
 QN0121.The geoid height was determined by GEOID03.
 QN0121
 QN0121.The dynamic height is computed by dividing the NAVD 88
 QN0121.geopotential number by the normal gravity value computed on the
 QN0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0121.degrees latitude (g = 980.6199 gals.).
 QN0121
 QN0121.The modeled gravity was interpolated from observed gravity values.
 QN0121
 QN0121;                    North         East    Units  Estimated Accuracy
 QN0121;SPC WI C     -   164,500.      525,110.      MT  (+/- 180 meters Scaled)
 QN0121
 QN0121                          SUPERSEDED SURVEY CONTROL
 QN0121
 QN0121  NGVD 29 (??/??/92)  344.114  (m)         1128.98   (f) ADJ UNCH    1 2
 QN0121
 QN0121.Superseded values are not recommended for survey control.
 QN0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0121.See file dsdata.txt to determine how the superseded data were derived.
 QN0121
 QN0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL603193(NAD 83)
 QN0121_MARKER: DB = BENCH MARK DISK
 QN0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0121_STAMPING: 1128.981 F 7 1930
 QN0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0121+STABILITY: SURFACE MOTION
 QN0121
 QN0121  HISTORY     - Date     Condition        Report By
 QN0121  HISTORY     - 1930     MONUMENTED       CGS
 QN0121  HISTORY     - 1941     GOOD             NGS
 QN0121  HISTORY     - 20031104 MARK NOT FOUND   WIDT
 QN0121  HISTORY     - 20041005 MARK NOT FOUND   WIDT
 QN0121
 QN0121                          STATION DESCRIPTION
 QN0121
 QN0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 QN0121'AT SHELDON.
 QN0121'AT SHELDON, RUSK COUNTY, 120 FEET SOUTH OF THE SOUTHEAST CORNER
 QN0121'OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY
 QN0121'STATION, 130 FEET EAST OF THE CENTER LINE OF A TOWN ROAD, AND 25
 QN0121'FEET WEST OF THE WEST RAIL.  A STANDARD DISK, STAMPED 1128.981
 QN0121'F 7 1930 AND SET IN THE TOP OF A CONCRETE POST.
 QN0121
 QN0121                          STATION RECOVERY (1941)
 QN0121
 QN0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 QN0121'RECOVERED IN GOOD CONDITION.
 QN0121
 QN0121                          STATION RECOVERY (2003)
 QN0121
 QN0121'RECOVERY NOTE BY WI DEPT OF TRANSP 2003
 QN0121'MARK NOT FOUND.
 QN0121
 QN0121                          STATION RECOVERY (2004)
 QN0121
 QN0121'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0121'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0276 ***********************************************************************
 NH0276  DESIGNATION -  F 78
 NH0276  PID         -  NH0276
 NH0276  STATE/COUNTY-  WI/WALWORTH
 NH0276  USGS QUAD   -  SHARON (1994)
 NH0276
 NH0276                         *CURRENT SURVEY CONTROL
 NH0276  ___________________________________________________________________
 NH0276* NAD 83(1986)-  42 36 03.     (N)    088 42 42.     (W)     SCALED    
 NH0276* NAVD 88     -       285.341  (meters)     936.16   (feet)  ADJUSTED  
 NH0276  ___________________________________________________________________
 NH0276  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 NH0276  DYNAMIC HT  -         285.254 (meters)     935.87  (feet)  COMP
 NH0276  MODELED GRAV-     980,310.7   (mgal)                       NAVD 88
 NH0276
 NH0276  VERT ORDER  -  SECOND    CLASS I
 NH0276
 NH0276.The horizontal coordinates were scaled from a topographic map and have
 NH0276.an estimated accuracy of +/- 6 seconds.
 NH0276
 NH0276.The orthometric height was determined by differential leveling
 NH0276.and adjusted by the National Geodetic Survey in February 2004..
 NH0276
 NH0276.The geoid height was determined by GEOID03.
 NH0276
 NH0276.The dynamic height is computed by dividing the NAVD 88
 NH0276.geopotential number by the normal gravity value computed on the
 NH0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0276.degrees latitude (g = 980.6199 gals.).
 NH0276
 NH0276.The modeled gravity was interpolated from observed gravity values.
 NH0276
 NH0276;                    North         East    Units  Estimated Accuracy
 NH0276;SPC WI S     -    67,570.      705,730.      MT  (+/- 180 meters Scaled)
 NH0276
 NH0276                          SUPERSEDED SURVEY CONTROL
 NH0276
 NH0276  NAVD 88 (06/15/91)  285.351  (m)          936.19   (f) UNKNOWN     2 0
 NH0276  NGVD 29 (??/??/92)  285.411  (m)          936.39   (f) ADJ UNCH    2 0
 NH0276
 NH0276.Superseded values are not recommended for survey control.
 NH0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0276.See file dsdata.txt to determine how the superseded data were derived.
 NH0276
 NH0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN595179(NAD 83)
 NH0276_MARKER: DB = BENCH MARK DISK
 NH0276_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NH0276_SP_SET: BRIDGE ABUTMENT
 NH0276_STAMPING: F 78 1960
 NH0276_MARK LOGO: CGS   
 NH0276_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NH0276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0276_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NH0276+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2005
 NH0276
 NH0276  HISTORY     - Date     Condition        Report By
 NH0276  HISTORY     - 1960     MONUMENTED       CGS
 NH0276  HISTORY     - 1988     GOOD             USPSQD
 NH0276  HISTORY     - 2001     GOOD             WIDT
 NH0276  HISTORY     - 20010920 GOOD             JCLS
 NH0276  HISTORY     - 20050422 GOOD             JCLS
 NH0276
 NH0276                          STATION DESCRIPTION
 NH0276
 NH0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0276'AT DARIEN.
 NH0276'AT DARIEN, ABOUT 0.2 MILE SOUTHWEST ALONG THE CHICAGO, MILWAUKEE,
 NH0276'ST. PAUL AND PACIFIC RAILROAD FROM THE STATION, 7 1/2 FEET
 NH0276'NORTHWEST OF THE NORTHWEST RAIL, IN TOP OF THE NORTHWEST END
 NH0276'OF THE SOUTHWEST ABUTMENT OF RAILROAD OVERPASS E-148 2/3 OVER
 NH0276'U.S. HIGHWAY 14, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
 NH0276
 NH0276                          STATION RECOVERY (1988)
 NH0276
 NH0276'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBL)
 NH0276'RECOVERED IN GOOD CONDITION.
 NH0276
 NH0276                          STATION RECOVERY (2001)
 NH0276
 NH0276'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 NH0276'THE STATION IS LOCATED ABOUT 28 KM NORTHEAST OF BELOIT AND 12 KM
 NH0276'NORTHWEST OF WALWORTH IN DARIEN.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 NH0276'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 NH0276'HIGHWAY 43 WITH US HIGHWAY 14 ABOUT 1 KM NORTHWEST OF THE VILLAGE OF
 NH0276'DARIEN, GO SOUTHEAST ON US HIGHWAY 14 FOR 1.5 KM TO THE WISCONSIN AND
 NH0276'SOUTHERN RAILROAD AND THE STATION ON THE RIGHT.  THE STATION IS A
 NH0276'BRONZE US COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN THE
 NH0276'NORTHWEST END OF THE SOUTHWEST BRIDGE ABUTMENT ABOUT 5 M ABOVE
 NH0276'HIGHWAY PAVEMENT AND LEVEL WITH THE RAILROAD TRACKS. THE STATION IS
 NH0276'10.2 M SOUTHWEST OF THE CENTERLINE OF US HIGHWAY 14, AND 2.4 M
 NH0276'NORTHWEST OF THE NORTHWEST TRACK.  ---NOTE---THE STATION IS 0.4 M
 NH0276'EAST OF AN ORANGE FIBERGLASS WITNESS POST.  ---NOTE2---THIS STATION
 NH0276'IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO A TREE OVERHEAD.
 NH0276
 NH0276                          STATION RECOVERY (2001)
 NH0276
 NH0276'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 NH0276'RECOVERED IN GOOD CONDITION.
 NH0276
 NH0276                          STATION RECOVERY (2005)
 NH0276
 NH0276'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 NH0276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0511 ***********************************************************************
 PN0511  DESIGNATION -  F 8
 PN0511  PID         -  PN0511
 PN0511  STATE/COUNTY-  WI/WOOD
 PN0511  USGS QUAD   -  WISCONSIN RAPIDS NORTH (1984)
 PN0511
 PN0511                         *CURRENT SURVEY CONTROL
 PN0511  ___________________________________________________________________
 PN0511* NAD 83(1986)-  44 23 31.     (N)    089 49 37.     (W)     SCALED    
 PN0511* NAVD 88     -       303.920  (meters)     997.11   (feet)  ADJUSTED  
 PN0511  ___________________________________________________________________
 PN0511  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 PN0511  DYNAMIC HT  -         303.866 (meters)     996.93  (feet)  COMP
 PN0511  MODELED GRAV-     980,432.3   (mgal)                       NAVD 88
 PN0511
 PN0511  VERT ORDER  -  FIRST     CLASS II
 PN0511
 PN0511.The horizontal coordinates were scaled from a topographic map and have
 PN0511.an estimated accuracy of +/- 6 seconds.
 PN0511
 PN0511.The orthometric height was determined by differential leveling
 PN0511.and adjusted by the National Geodetic Survey in June 1991..
 PN0511.WARNING-Repeat measurements at this control monument indicate possible
 PN0511.vertical movement.
 PN0511
 PN0511.The geoid height was determined by GEOID03.
 PN0511
 PN0511.The dynamic height is computed by dividing the NAVD 88
 PN0511.geopotential number by the normal gravity value computed on the
 PN0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0511.degrees latitude (g = 980.6199 gals.).
 PN0511
 PN0511.The modeled gravity was interpolated from observed gravity values.
 PN0511
 PN0511;                    North         East    Units  Estimated Accuracy
 PN0511;SPC WI C     -    62,090.      613,790.      MT  (+/- 180 meters Scaled)
 PN0511
 PN0511                          SUPERSEDED SURVEY CONTROL
 PN0511
 PN0511  NGVD 29 (??/??/92)  303.949  (m)          997.21   (f) ADJ UNCH    1 2
 PN0511
 PN0511.Superseded values are not recommended for survey control.
 PN0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0511.See file dsdata.txt to determine how the superseded data were derived.
 PN0511
 PN0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ748192(NAD 83)
 PN0511_MARKER: DB = BENCH MARK DISK
 PN0511_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PN0511+WITH SETTING: PAVEMENT
 PN0511_STAMPING: F 8 1930
 PN0511_MARK LOGO: CGS   
 PN0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0511+STABILITY: SURFACE MOTION
 PN0511
 PN0511  HISTORY     - Date     Condition        Report By
 PN0511  HISTORY     - 1930     MONUMENTED       CGS
 PN0511  HISTORY     - 1945     GOOD             NGS
 PN0511  HISTORY     - 1980     GOOD             NGS
 PN0511  HISTORY     - 1985     GOOD             NGS
 PN0511  HISTORY     - 20021207 MARK NOT FOUND   USPSQD
 PN0511  HISTORY     - 20040330 MARK NOT FOUND   USPSQD
 PN0511
 PN0511                          STATION DESCRIPTION
 PN0511
 PN0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 PN0511'AT WISCONSIN RAPIDS.
 PN0511'IN THE CITY OF WISCONSIN RAPIDS, ON THE SOUTH CORNER POST ON THE
 PN0511'WEST END OF THE CONCRETE BRIDGE (GRAND AVENUE BRIDGE) OVER THE
 PN0511'WISCONSIN RIVER, MARK IS 26 FEET SOUTH OF THE CENTERLINE OF
 PN0511'GRAND AVENUE AND 86 FEET EAST OF FIRST AVENUE NORTH, STANDARD
 PN0511'BRONZE DISC SET IN A DRILL HOLE IN THE NORTH FACE OF THE SQUARE
 PN0511'CORNER POST.
 PN0511
 PN0511                          STATION RECOVERY (1945)
 PN0511
 PN0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 PN0511'RECOVERED IN GOOD CONDITION.
 PN0511
 PN0511                          STATION RECOVERY (1980)
 PN0511
 PN0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 PN0511'RECOVERED IN GOOD CONDITION.
 PN0511
 PN0511                          STATION RECOVERY (1985)
 PN0511
 PN0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0511'RECOVERED IN GOOD CONDITION.
 PN0511
 PN0511                          STATION RECOVERY (2002)
 PN0511
 PN0511'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0511'NOT FOUND.  THE BRIDGE WAS REBUILT IN 1986.
 PN0511
 PN0511                          STATION RECOVERY (2004)
 PN0511
 PN0511'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN0511'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0129 ***********************************************************************
 ON0129  DESIGNATION -  F 80
 ON0129  PID         -  ON0129
 ON0129  STATE/COUNTY-  WI/VERNON
 ON0129  USGS QUAD   -  SUGAR GROVE (1983)
 ON0129
 ON0129                         *CURRENT SURVEY CONTROL
 ON0129  ___________________________________________________________________
 ON0129* NAD 83(1986)-  43 26 52.     (N)    090 43 36.     (W)     SCALED    
 ON0129* NAVD 88     -       248.432  (meters)     815.06   (feet)  ADJUSTED  
 ON0129  ___________________________________________________________________
 ON0129  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 ON0129  DYNAMIC HT  -         248.372 (meters)     814.87  (feet)  COMP
 ON0129  MODELED GRAV-     980,371.2   (mgal)                       NAVD 88
 ON0129
 ON0129  VERT ORDER  -  SECOND    CLASS 0
 ON0129
 ON0129.The horizontal coordinates were scaled from a topographic map and have
 ON0129.an estimated accuracy of +/- 6 seconds.
 ON0129
 ON0129.The orthometric height was determined by differential leveling
 ON0129.and adjusted by the National Geodetic Survey in June 1991..
 ON0129
 ON0129.The geoid height was determined by GEOID03.
 ON0129
 ON0129.The dynamic height is computed by dividing the NAVD 88
 ON0129.geopotential number by the normal gravity value computed on the
 ON0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0129.degrees latitude (g = 980.6199 gals.).
 ON0129
 ON0129.The modeled gravity was interpolated from observed gravity values.
 ON0129
 ON0129;                    North         East    Units  Estimated Accuracy
 ON0129;SPC WI S     -   161,090.      541,180.      MT  (+/- 180 meters Scaled)
 ON0129
 ON0129                          SUPERSEDED SURVEY CONTROL
 ON0129
 ON0129  NGVD 29 (??/??/92)  248.465  (m)          815.17   (f) ADJ UNCH    2 0
 ON0129
 ON0129.Superseded values are not recommended for survey control.
 ON0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0129.See file dsdata.txt to determine how the superseded data were derived.
 ON0129
 ON0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ839130(NAD 83)
 ON0129_MARKER: DB = BENCH MARK DISK
 ON0129_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ON0129_SP_SET: CULVERT
 ON0129_STAMPING: F 80 1934
 ON0129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0129
 ON0129  HISTORY     - Date     Condition        Report By
 ON0129  HISTORY     - 1934     MONUMENTED       CGS
 ON0129
 ON0129                          STATION DESCRIPTION
 ON0129
 ON0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0129'2 MI SE FROM READSTOWN.
 ON0129'2.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 14 FROM THE POWER PLANT
 ON0129'ON KICKAPOO RIVER AT READSTOWN, VERNON COUNTY, AT A 12- BY 12-FOOT
 ON0129'CONCRETE CATTLE PASS, IN THE TOP OF THE EAST END OF THE SOUTH
 ON0129'HEADWALL, 21 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 14
 ON0129'FEET NORTH OF A RIGHT-OF-WAY FENCE, AND LEVEL WITH THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0101 ***********************************************************************
 ON0101  DESIGNATION -  F 81
 ON0101  PID         -  ON0101
 ON0101  STATE/COUNTY-  WI/RICHLAND
 ON0101  USGS QUAD   -  SEXTONVILLE (1983)
 ON0101
 ON0101                         *CURRENT SURVEY CONTROL
 ON0101  ___________________________________________________________________
 ON0101* NAD 83(1986)-  43 15 04.     (N)    090 18 13.     (W)     SCALED    
 ON0101* NAVD 88     -       216.082  (meters)     708.93   (feet)  ADJUSTED  
 ON0101  ___________________________________________________________________
 ON0101  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 ON0101  DYNAMIC HT  -         216.025 (meters)     708.74  (feet)  COMP
 ON0101  MODELED GRAV-     980,352.5   (mgal)                       NAVD 88
 ON0101
 ON0101  VERT ORDER  -  SECOND    CLASS 0
 ON0101
 ON0101.The horizontal coordinates were scaled from a topographic map and have
 ON0101.an estimated accuracy of +/- 6 seconds.
 ON0101
 ON0101.The orthometric height was determined by differential leveling
 ON0101.and adjusted by the National Geodetic Survey in June 1991..
 ON0101
 ON0101.The geoid height was determined by GEOID03.
 ON0101
 ON0101.The dynamic height is computed by dividing the NAVD 88
 ON0101.geopotential number by the normal gravity value computed on the
 ON0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0101.degrees latitude (g = 980.6199 gals.).
 ON0101
 ON0101.The modeled gravity was interpolated from observed gravity values.
 ON0101
 ON0101;                    North         East    Units  Estimated Accuracy
 ON0101;SPC WI S     -   139,030.      575,350.      MT  (+/- 180 meters Scaled)
 ON0101
 ON0101                          SUPERSEDED SURVEY CONTROL
 ON0101
 ON0101  NGVD 29 (??/??/92)  216.135  (m)          709.10   (f) ADJ UNCH    2 0
 ON0101
 ON0101.Superseded values are not recommended for survey control.
 ON0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0101.See file dsdata.txt to determine how the superseded data were derived.
 ON0101
 ON0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH188922(NAD 83)
 ON0101_MARKER: DB = BENCH MARK DISK
 ON0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0101_STAMPING: F 81 1934
 ON0101_MARK LOGO: CGS   
 ON0101_PROJECTION: PROJECTING 30 CENTIMETERS
 ON0101_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ON0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0101+STABILITY: SURFACE MOTION
 ON0101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON0101+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002
 ON0101
 ON0101  HISTORY     - Date     Condition        Report By
 ON0101  HISTORY     - 1934     MONUMENTED       CGS
 ON0101  HISTORY     - 20020826 GOOD             WIDT
 ON0101
 ON0101                          STATION DESCRIPTION
 ON0101
 ON0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0101'2.1 MI NW FROM GOTHAM.
 ON0101'ABOUT 2.1 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 ON0101'AND PACIFIC RAILROAD FROM THE STATION AT GOTHAM, RICHLAND COUNTY,
 ON0101'ABOUT 4 1/2 POLES SOUTH OF MILEPOST 8, AT A PRIVATE-ROAD CROSSING,
 ON0101'12 FEET NORTH OF THE CENTER LINE OF THE ROAD, 33 FEET EAST OF
 ON0101'THE CENTER LINE OF THE TRACK, 12 FEET WEST OF THE RIGHT-OF-WAY
 ON0101'FENCE, AND ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 ON0101'F 81 1934 AND SET IN THE TOP OF A CONCRETE POST.
 ON0101
 ON0101                          STATION RECOVERY (2002)
 ON0101
 ON0101'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (TSS)
 ON0101'OWNERSHIP -- RICHLAND COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 ON0101'OF US HIGHWAY 14 WITH STATE HIGHWAY 60, GO NORTH ON US HIGHWAY 14 FOR
 ON0101'1.5 MI (2.41 KM) TO HENPECK ROAD ON THE LEFT, TURN LEFT AND GO WEST
 ON0101'FOR 0.7 MI (1.13 KM) TO THE PINE RIVER TRAIL ON THE RIGHT, TURN RIGHT
 ON0101'AND GO NORTH ON THE PINE RIVER TRAIL FOR 0.4 MI (0.64 KM) TO THE
 ON0101'STATION ON THE RIGHT.  THE STATION IS A BRONZE US COAST AND GEODETIC
 ON0101'SURVEY BENCH MARK SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST AND
 ON0101'ABOUT LEVEL WITH THE TRAIL PAVEMENT.  THE STATION IS 11.2 M (36.7 FT)
 ON0101'EAST OF THE CENTERLINE OF PINE RIVER TRAIL, 30.8 M (101.0 FT) NORTH OF
 ON0101'MILE MARKER POST SIGN 7/8, 1.0 M (3.3 FT) EAST OF A ORANGE FIPERGLASS
 ON0101'WITNESS POST.  ---NOTE--- THE STATION HAS NO OBSTRUCTION EXTENDING
 ON0101'HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR THE TREES TO THE
 ON0101'NORTH-NORTHEAST EXTENDING TO 28 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0020 ***********************************************************************
 ON0020  DESIGNATION -  F 82
 ON0020  PID         -  ON0020
 ON0020  STATE/COUNTY-  WI/JUNEAU
 ON0020  USGS QUAD   -  HILLSBORO (1983)
 ON0020
 ON0020                         *CURRENT SURVEY CONTROL
 ON0020  ___________________________________________________________________
 ON0020* NAD 83(1986)-  43 42 01.     (N)    090 15 57.     (W)     SCALED    
 ON0020* NAVD 88     -       281.755  (meters)     924.39   (feet)  ADJUSTED  
 ON0020  ___________________________________________________________________
 ON0020  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 ON0020  DYNAMIC HT  -         281.688 (meters)     924.17  (feet)  COMP
 ON0020  MODELED GRAV-     980,373.2   (mgal)                       NAVD 88
 ON0020
 ON0020  VERT ORDER  -  SECOND    CLASS 0
 ON0020
 ON0020.The horizontal coordinates were scaled from a topographic map and have
 ON0020.an estimated accuracy of +/- 6 seconds.
 ON0020
 ON0020.The orthometric height was determined by differential leveling
 ON0020.and adjusted by the National Geodetic Survey in June 1991..
 ON0020
 ON0020.The geoid height was determined by GEOID03.
 ON0020
 ON0020.The dynamic height is computed by dividing the NAVD 88
 ON0020.geopotential number by the normal gravity value computed on the
 ON0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0020.degrees latitude (g = 980.6199 gals.).
 ON0020
 ON0020.The modeled gravity was interpolated from observed gravity values.
 ON0020
 ON0020;                    North         East    Units  Estimated Accuracy
 ON0020;SPC WI S     -   188,920.      578,570.      MT  (+/- 180 meters Scaled)
 ON0020
 ON0020                          SUPERSEDED SURVEY CONTROL
 ON0020
 ON0020  NGVD 29 (??/??/92)  281.780  (m)          924.47   (f) ADJ UNCH    2 0
 ON0020
 ON0020.Superseded values are not recommended for survey control.
 ON0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0020.See file dsdata.txt to determine how the superseded data were derived.
 ON0020
 ON0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ203422(NAD 83)
 ON0020_MARKER: DB = BENCH MARK DISK
 ON0020_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ON0020_SP_SET: BRIDGE
 ON0020_STAMPING: F 82 1934
 ON0020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0020
 ON0020  HISTORY     - Date     Condition        Report By
 ON0020  HISTORY     - 1934     MONUMENTED       CGS
 ON0020
 ON0020                          STATION DESCRIPTION
 ON0020
 ON0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0020'1.3 MI N FROM UNION CENTER.
 ON0020'ABOUT 1.3 MILES NORTH ALONG STATE HIGHWAY 80 FROM THE CHICAGO
 ON0020'AND NORTH WESTERN RAILWAY STATION AT UNION CENTER, JUNEAU COUNTY,
 ON0020'AT A 30-FOOT CONCRETE BRIDGE, IN THE TOP OF THE NORTHEAST WING
 ON0020'WALL, 14 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND
 ON0020'ABOUT LEVEL WITH THE ROADWAY.  A STANDARD DISK, STAMPED F 82
 ON0020'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0057 ***********************************************************************
 ON0057  DESIGNATION -  F 83
 ON0057  PID         -  ON0057
 ON0057  STATE/COUNTY-  WI/JUNEAU
 ON0057  USGS QUAD   -  MAUSTON (1983)
 ON0057
 ON0057                         *CURRENT SURVEY CONTROL
 ON0057  ___________________________________________________________________
 ON0057* NAD 83(1986)-  43 47 08.     (N)    090 03 23.     (W)     SCALED    
 ON0057* NAVD 88     -       265.026  (meters)     869.51   (feet)  ADJUSTED  
 ON0057  ___________________________________________________________________
 ON0057  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 ON0057  DYNAMIC HT  -         264.965 (meters)     869.31  (feet)  COMP
 ON0057  MODELED GRAV-     980,385.2   (mgal)                       NAVD 88
 ON0057
 ON0057  VERT ORDER  -  SECOND    CLASS 0
 ON0057
 ON0057.The horizontal coordinates were scaled from a topographic map and have
 ON0057.an estimated accuracy of +/- 6 seconds.
 ON0057
 ON0057.The orthometric height was determined by differential leveling
 ON0057.and adjusted by the National Geodetic Survey in June 1991..
 ON0057
 ON0057.The geoid height was determined by GEOID03.
 ON0057
 ON0057.The dynamic height is computed by dividing the NAVD 88
 ON0057.geopotential number by the normal gravity value computed on the
 ON0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0057.degrees latitude (g = 980.6199 gals.).
 ON0057
 ON0057.The modeled gravity was interpolated from observed gravity values.
 ON0057
 ON0057;                    North         East    Units  Estimated Accuracy
 ON0057;SPC WI S     -   198,360.      595,460.      MT  (+/- 180 meters Scaled)
 ON0057
 ON0057                          SUPERSEDED SURVEY CONTROL
 ON0057
 ON0057  NGVD 29 (??/??/92)  265.056  (m)          869.60   (f) ADJ UNCH    2 0
 ON0057
 ON0057.Superseded values are not recommended for survey control.
 ON0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0057.See file dsdata.txt to determine how the superseded data were derived.
 ON0057
 ON0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ368522(NAD 83)
 ON0057_MARKER: DB = BENCH MARK DISK
 ON0057_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ON0057_SP_SET: BRIDGE
 ON0057_STAMPING: F 83 1934
 ON0057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0057_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0057+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2004
 ON0057
 ON0057  HISTORY     - Date     Condition        Report By
 ON0057  HISTORY     - 1934     MONUMENTED       CGS
 ON0057  HISTORY     - 1971     GOOD             WIHD
 ON0057  HISTORY     - 20010920 GOOD             JCLS
 ON0057  HISTORY     - 20040425 GOOD             JCLS
 ON0057  HISTORY     - 20040426 GOOD             JCLS
 ON0057
 ON0057                          STATION DESCRIPTION
 ON0057
 ON0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0057'1.4 MI SE FROM MAUSTON.
 ON0057'ABOUT 1.4 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 ON0057'AND PACIFIC RAILROAD FROM THE STATION AT MAUSTON, JUNEAU COUNTY,
 ON0057'ABOUT 5-1/2 POLES WEST OF MILEPOST 213, AT BRIDGE C 268, IN THE
 ON0057'SOUTH END OF THE EAST CONCRETE ABUTMENT, 9 FEET SOUTH OF THE
 ON0057'CENTER LINE OF THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE RAIL.
 ON0057'A STANDARD DISK, STAMPED F 83 1934.  NOTE-- A STEEL CHANNEL WITH
 ON0057'WITNESS POST SIGN WAS SET 1 FOOT EAST AND 2 FEET SOUTH OF THE
 ON0057'PLATE.
 ON0057
 ON0057                          STATION RECOVERY (1971)
 ON0057
 ON0057'RECOVERY NOTE BY WI HIGHWAY DEPT 1971
 ON0057'RECOVERED IN GOOD CONDITION.
 ON0057
 ON0057                          STATION RECOVERY (2001)
 ON0057
 ON0057'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 ON0057'RECOVERED IN GOOD CONDITION.
 ON0057
 ON0057                          STATION RECOVERY (2004)
 ON0057
 ON0057'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 ON0057'RECOVERED IN GOOD CONDITION.
 ON0057
 ON0057                          STATION RECOVERY (2004)
 ON0057
 ON0057'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 ON0057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0333 ***********************************************************************
 OM0333  DESIGNATION -  F 84
 OM0333  PID         -  OM0333
 OM0333  STATE/COUNTY-  WI/COLUMBIA
 OM0333  USGS QUAD   -  PORTAGE (1984)
 OM0333
 OM0333                         *CURRENT SURVEY CONTROL
 OM0333  ___________________________________________________________________
 OM0333* NAD 83(1986)-  43 33 07.     (N)    089 23 02.     (W)     SCALED    
 OM0333* NAVD 88     -       246.017  (meters)     807.14   (feet)  ADJUSTED  
 OM0333  ___________________________________________________________________
 OM0333  GEOID HEIGHT-         -35.54  (meters)                     GEOID03
 OM0333  DYNAMIC HT  -         245.955 (meters)     806.94  (feet)  COMP
 OM0333  MODELED GRAV-     980,363.3   (mgal)                       NAVD 88
 OM0333
 OM0333  VERT ORDER  -  SECOND    CLASS 0
 OM0333
 OM0333.The horizontal coordinates were scaled from a topographic map and have
 OM0333.an estimated accuracy of +/- 6 seconds.
 OM0333
 OM0333.The orthometric height was determined by differential leveling
 OM0333.and adjusted by the National Geodetic Survey in June 1991..
 OM0333
 OM0333.The geoid height was determined by GEOID03.
 OM0333
 OM0333.The dynamic height is computed by dividing the NAVD 88
 OM0333.geopotential number by the normal gravity value computed on the
 OM0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0333.degrees latitude (g = 980.6199 gals.).
 OM0333
 OM0333.The modeled gravity was interpolated from observed gravity values.
 OM0333
 OM0333;                    North         East    Units  Estimated Accuracy
 OM0333;SPC WI S     -   172,590.      649,780.      MT  (+/- 180 meters Scaled)
 OM0333
 OM0333                          SUPERSEDED SURVEY CONTROL
 OM0333
 OM0333  NGVD 29 (??/??/92)  246.058  (m)          807.28   (f) ADJ UNCH    2 0
 OM0333
 OM0333.Superseded values are not recommended for survey control.
 OM0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0333.See file dsdata.txt to determine how the superseded data were derived.
 OM0333
 OM0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP074248(NAD 83)
 OM0333_MARKER: DB = BENCH MARK DISK
 OM0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0333_STAMPING: F-84 1934
 OM0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0333+STABILITY: SURFACE MOTION
 OM0333
 OM0333  HISTORY     - Date     Condition        Report By
 OM0333  HISTORY     - 1934     MONUMENTED       CGS
 OM0333  HISTORY     - 1961     MARK NOT FOUND   USGS
 OM0333  HISTORY     - 20030528 MARK NOT FOUND   WIDT
 OM0333
 OM0333                          STATION DESCRIPTION
 OM0333
 OM0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0333'4.7 MI SE FROM PORTAGE.
 OM0333'4.7 MILES SOUTHEAST OF THE RAILROAD WATER TANK AT PORTAGE ALONG
 OM0333'THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC RAILROAD, 3 1/2
 OM0333'POLES WEST OF MILEPOST 179, 21 FEET EAST OF THE CENTER LINE OF
 OM0333'PRIVATE ROAD CROSSING, THENCE 19 FEET NORTH OF THE CENTER LINE OF
 OM0333'THE TRACK, 30 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, 1.5 FEET
 OM0333'ABOVE RAIL LEVEL.
 OM0333
 OM0333                          STATION RECOVERY (1961)
 OM0333
 OM0333'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 OM0333'MARK NOT FOUND.
 OM0333
 OM0333                          STATION RECOVERY (2003)
 OM0333
 OM0333'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 OM0333'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0242 ***********************************************************************
 OM0242  DESIGNATION -  F 85
 OM0242  PID         -  OM0242
 OM0242  STATE/COUNTY-  WI/DODGE
 OM0242  USGS QUAD   -  BEAVER DAM (1980)
 OM0242
 OM0242                         *CURRENT SURVEY CONTROL
 OM0242  ___________________________________________________________________
 OM0242* NAD 83(1986)-  43 28 32.     (N)    088 50 04.     (W)     SCALED    
 OM0242* NAVD 88     -       277.704  (meters)     911.10   (feet)  ADJUSTED  
 OM0242  ___________________________________________________________________
 OM0242  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 OM0242  DYNAMIC HT  -         277.638 (meters)     910.88  (feet)  COMP
 OM0242  MODELED GRAV-     980,376.8   (mgal)                       NAVD 88
 OM0242
 OM0242  VERT ORDER  -  SECOND    CLASS 0
 OM0242
 OM0242.The horizontal coordinates were scaled from a topographic map and have
 OM0242.an estimated accuracy of +/- 6 seconds.
 OM0242
 OM0242.The orthometric height was determined by differential leveling
 OM0242.and adjusted by the National Geodetic Survey in June 1991..
 OM0242
 OM0242.The geoid height was determined by GEOID03.
 OM0242
 OM0242.The dynamic height is computed by dividing the NAVD 88
 OM0242.geopotential number by the normal gravity value computed on the
 OM0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0242.degrees latitude (g = 980.6199 gals.).
 OM0242
 OM0242.The modeled gravity was interpolated from observed gravity values.
 OM0242
 OM0242;                    North         East    Units  Estimated Accuracy
 OM0242;SPC WI S     -   164,580.      694,300.      MT  (+/- 180 meters Scaled)
 OM0242
 OM0242                          SUPERSEDED SURVEY CONTROL
 OM0242
 OM0242  NGVD 29 (??/??/92)  277.749  (m)          911.25   (f) ADJ UNCH    2 0
 OM0242
 OM0242.Superseded values are not recommended for survey control.
 OM0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0242.See file dsdata.txt to determine how the superseded data were derived.
 OM0242
 OM0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP516152(NAD 83)
 OM0242_MARKER: DB = BENCH MARK DISK
 OM0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0242_STAMPING: F 85 1934
 OM0242_MARK LOGO: CGS   
 OM0242_PROJECTION: PROJECTING 5 CENTIMETERS
 OM0242_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OM0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0242+STABILITY: SURFACE MOTION
 OM0242_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0242+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2002
 OM0242
 OM0242  HISTORY     - Date     Condition        Report By
 OM0242  HISTORY     - 1934     MONUMENTED       CGS
 OM0242  HISTORY     - 1982     GOOD             LOCSUR
 OM0242  HISTORY     - 20020528 GOOD             WIDT
 OM0242
 OM0242                          STATION DESCRIPTION
 OM0242
 OM0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0242'1.8 MI NW FROM BEAVER DAM.
 OM0242'1.8 MILES NORTHWEST OF POST OFFICE ALONG THE CHICAGO, MILWAUKEE,
 OM0242'ST PAUL AND PACIFIC RAILROAD 12 POLES NORTHWEST OF MILEPOST 149,
 OM0242'36 FEET NORTHWEST OF THE CENTER LINE OF PUBLIC ROAD CROSSING,
 OM0242'THENCE 24 FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK, 27
 OM0242'FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, 1 FOOT BELOW THE RAIL
 OM0242'LEVEL.
 OM0242
 OM0242                          STATION RECOVERY (1982)
 OM0242
 OM0242'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 OM0242'RECOVERED IN GOOD CONDITION.
 OM0242
 OM0242                          STATION RECOVERY (2002)
 OM0242
 OM0242'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (DJH)
 OM0242'OWNERSHIP--CITY OF BEAVER DAM.  TO REACH THE STATION FROM THE EAST
 OM0242'JUNCTION OF STATE HIGHWAY 33 (FRONT STREET) STREET WITH BUSINESS US
 OM0242'HIGHWAY 151 (NORTH SPRING STREET) IN THE CITY OF BEAVER DAM, GO NORTH
 OM0242'THEN NORTHEAST ON NORTH SPRING STREET FOR 0.5 MI (0.8 KM) TO DE CLARK
 OM0242'STREET ON THE LEFT, TURN LEFT AND GO NORTH ON DE CLARK STREET FOR 0.9
 OM0242'MI (1.45 KM) TO THE RAILROAD CROSSING AND THE STATION ON THE LEFT.
 OM0242'THE STATION IS A BRONZE US COAST AND GEODETIC SURVEY BENCH MARK DISK
 OM0242'SET IN THE TOP OF A 24-CM SQUARE CONCRETE POST ABOUT LEVEL WITH THE
 OM0242'STREET PAVEMENT.  THE STATION IS 12.4 M (40.7 FT) WEST OF THE
 OM0242'CENTERLINE OF DE CLARK STREET, 15.1 M (49.5 FT) NORTHEAST OF THE
 OM0242'SOUTHEAST CORNER OF A TIN BUILDING AT 1010 DE CLARK ST (CAROL'S TOUR
 OM0242'AND TRAVEL), AND 6.7 M (22.0 FT) SOUTH OF THE SOUTH RAIL.
 OM0242'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO A
 OM0242'TIN BUILDING TO THE SOUTHWEST.   ---NOTE2---EAST SIDE OF MONUMENT
 OM0242'CHIPPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0068 ***********************************************************************
 OM0068  DESIGNATION -  F 86
 OM0068  PID         -  OM0068
 OM0068  STATE/COUNTY-  WI/WASHINGTON
 OM0068  USGS QUAD   -  JACKSON (1994)
 OM0068
 OM0068                         *CURRENT SURVEY CONTROL
 OM0068  ___________________________________________________________________
 OM0068* NAD 83(1986)-  43 16 42.     (N)    088 12 44.     (W)     SCALED    
 OM0068* NAVD 88     -       295.559  (meters)     969.68   (feet)  ADJUSTED  
 OM0068  ___________________________________________________________________
 OM0068  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 OM0068  DYNAMIC HT  -         295.486 (meters)     969.44  (feet)  COMP
 OM0068  MODELED GRAV-     980,366.4   (mgal)                       NAVD 88
 OM0068
 OM0068  VERT ORDER  -  SECOND    CLASS I
 OM0068
 OM0068.The horizontal coordinates were scaled from a topographic map and have
 OM0068.an estimated accuracy of +/- 6 seconds.
 OM0068
 OM0068.The orthometric height was determined by differential leveling
 OM0068.and adjusted by the National Geodetic Survey in October 2000..
 OM0068
 OM0068.The geoid height was determined by GEOID03.
 OM0068
 OM0068.The dynamic height is computed by dividing the NAVD 88
 OM0068.geopotential number by the normal gravity value computed on the
 OM0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0068.degrees latitude (g = 980.6199 gals.).
 OM0068
 OM0068.The modeled gravity was interpolated from observed gravity values.
 OM0068
 OM0068;                    North         East    Units  Estimated Accuracy
 OM0068;SPC WI S     -   143,570.      745,100.      MT  (+/- 180 meters Scaled)
 OM0068
 OM0068                          SUPERSEDED SURVEY CONTROL
 OM0068
 OM0068  NAVD 88 (06/15/91)  295.591  (m)          969.78   (f) UNKNOWN     2 0
 OM0068  NGVD 29 (??/??/92)  295.652  (m)          969.98   (f) ADJ UNCH    2 0
 OM0068
 OM0068.Superseded values are not recommended for survey control.
 OM0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0068.See file dsdata.txt to determine how the superseded data were derived.
 OM0068
 OM0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN016924(NAD 83)
 OM0068_MARKER: DB = BENCH MARK DISK
 OM0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0068_STAMPING: F 86 1934
 OM0068_MARK LOGO: CGS   
 OM0068_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0068+STABILITY: SURFACE MOTION
 OM0068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0068+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2003
 OM0068
 OM0068  HISTORY     - Date     Condition        Report By
 OM0068  HISTORY     - 1934     MONUMENTED       CGS
 OM0068  HISTORY     - 19980622 GOOD             WIDT
 OM0068  HISTORY     - 20031109 GOOD             USPSQD
 OM0068
 OM0068                          STATION DESCRIPTION
 OM0068
 OM0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0068'1.8 MI NW FROM RICHFIELD.
 OM0068'1.8 MILES NORTHWEST OF ALONG THE CHICAGO, MILWAUKEE, ST PAUL
 OM0068'AND PACIFIC RAILROAD 1 POLE SOUTHEAST OF MILEPOST 112.  15 FEET
 OM0068'NORTHWEST OF THE CENTER LINE OF PRIVATE ROAD CROSSING, THENCE
 OM0068'21 FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK, 24 FEET
 OM0068'NORTHEAST OF THE RIGHT-OF-WAY FENCE, 1 FOOT ABOVE THE RAIL LEVEL.
 OM0068
 OM0068                          STATION RECOVERY (1998)
 OM0068
 OM0068'RECOVERY NOTE BY WI DEPT OF TRANSP 1998 (GRS)
 OM0068'THE STATION IS LOCATED APPROXIMATELY 61.2 KM (38.00 MI)
 OM0068'SOUTH-SOUTHEAST OF FOND DU LAC, 49.9 KM (31.00 MI) SOUTHEAST OF BEAVER
 OM0068'DAM, AND 16.1 KM (10.00 MI) SOUTH OF WEST BEND IN THE NORTHWEST
 OM0068'QUADRANT OF THE JUNCTION OF A PRIVATE GRAVEL DRIVEWAY WITH A WISCONSIN
 OM0068'AND SOUTHERN RAILROAD TRACK.  OWNERSHIP--WISCONSIN AND SOUTHERN
 OM0068'RAILROAD COMPANY.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 OM0068'HIGHWAY 167 (HOLY HILL ROAD) WITH STATE HIGHWAY 175 0.6 KM (0.35 MI)
 OM0068'SOUTH OF THE COMMUNITY OF RICHFIELD, GO NORTHWEST 3.7 KM (2.30 MI) ON
 OM0068'HIGHWAY 175 TO PIONEER ROAD, TURN LEFT AND GO WEST APPROXIMATELY 15 M
 OM0068'(49.2 FT) ON PIONEER ROAD TO A PRIVATE DRIVEWAY ON THE LEFT, TURN LEFT
 OM0068'(BEFOR THE SMALL CEMETARY) AND GO SOUTH AND SOUTHWEST 0.3 KM (0.20 MI)
 OM0068'ON THE PRIVATE DRIVEWAY TO THE RAILROAD GRADE CROSSING, CONTINUE
 OM0068'SOUTHWEST ACROSS THE GRADE TO THE STATION ON THE RIGHT.  THE STATION
 OM0068'IS A BRONZE CGS BENCH MARK DISK STAMPED --F 86 1934-- AND SET IN THE
 OM0068'TOP OF A 25-CM (10-INCH) SQUARE CONCRETE POST PROJECTING 5 CM (2
 OM0068'INCHES) ABOVE GROUND AND ABOUT FLUSH WITH THE RAIL.  THE STATION IS
 OM0068'5.6 M (18.4 FT) NORTHWEST OF THE CENTERLINE OF THE PRIVATE DRIVEWAY,
 OM0068'7.0 M (23.0 FT) SOUTHWEST OF THE SOUTHWEST RAIL, 8.7 M (28.5 FT) WEST
 OM0068'OF THE JUNCTION OF THE PRIVATE DRIVEWAY WITH THE CENTER OF THE
 OM0068'RAILROAD TRACK, 7.8 M (25.6 FT) EAST OF WG-E UTILITY POLE 45-1065,
 OM0068'0.45 M (1.48 FT) EAST OF A METAL POST WITH A WHITE NGS WITNESS SIGN,
 OM0068'1.0 M (3.3 FT) NORTH-NORTHWEST OF AN ORANGE FIBERGLASS WITNESS POST.
 OM0068'---NOTE--- CONCRETE POST IS DAMAGED ON THE NORTH CORNER, DAMAGE WAS
 OM0068'SUSTAINED FROM THE RESULT OF A TRAIN DERAILMENT, 5-8 CM (2-3 INCHES)
 OM0068'OF CONCRETE IS MISSING FROM THE DAMAGED CORNER.  ---NOTE2---THIS
 OM0068'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING TO MORE THAN 15 DEGREES
 OM0068'ABOVE THE HORIZON EXCEPT FOR THE REFERENCED UTILITY POLE EXTENDING TO
 OM0068'30 DEGREES ABOVE THE HORIZON, AND A TREE SOUTH OF THE STATION
 OM0068'EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
 OM0068
 OM0068                          STATION RECOVERY (2003)
 OM0068
 OM0068'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0064 ***********************************************************************
 OL0064  DESIGNATION -  F 87
 OL0064  PID         -  OL0064
 OL0064  STATE/COUNTY-  WI/OZAUKEE
 OL0064  USGS QUAD   -  PORT WASHINGTON EAST (1994)
 OL0064
 OL0064                         *CURRENT SURVEY CONTROL
 OL0064  ___________________________________________________________________
 OL0064* NAD 83(1986)-  43 27 17.     (N)    087 52 18.     (W)     SCALED    
 OL0064* NAVD 88     -       219.661  (meters)     720.67   (feet)  ADJUSTED  
 OL0064  ___________________________________________________________________
 OL0064  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 OL0064  DYNAMIC HT  -         219.614 (meters)     720.52  (feet)  COMP
 OL0064  MODELED GRAV-     980,397.7   (mgal)                       NAVD 88
 OL0064
 OL0064  VERT ORDER  -  FIRST     CLASS 0
 OL0064
 OL0064.The horizontal coordinates were scaled from a topographic map and have
 OL0064.an estimated accuracy of +/- 6 seconds.
 OL0064
 OL0064.The orthometric height was determined by differential leveling
 OL0064.and adjusted by the National Geodetic Survey in June 1991..
 OL0064
 OL0064.The geoid height was determined by GEOID03.
 OL0064
 OL0064.The dynamic height is computed by dividing the NAVD 88
 OL0064.geopotential number by the normal gravity value computed on the
 OL0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0064.degrees latitude (g = 980.6199 gals.).
 OL0064
 OL0064.The modeled gravity was interpolated from observed gravity values.
 OL0064
 OL0064;                    North         East    Units  Estimated Accuracy
 OL0064;SPC WI S     -   163,800.      772,230.      MT  (+/- 180 meters Scaled)
 OL0064
 OL0064                          SUPERSEDED SURVEY CONTROL
 OL0064
 OL0064  NGVD 29 (??/??/92)  219.704  (m)          720.81   (f) ADJ UNCH    2 0
 OL0064
 OL0064.Superseded values are not recommended for survey control.
 OL0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0064.See file dsdata.txt to determine how the superseded data were derived.
 OL0064
 OL0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP294116(NAD 83)
 OL0064_MARKER: DB = BENCH MARK DISK
 OL0064_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OL0064_SP_SET: CULVERT
 OL0064_STAMPING: F 87 1934
 OL0064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OL0064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0064+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2004
 OL0064
 OL0064  HISTORY     - Date     Condition        Report By
 OL0064  HISTORY     - 1934     MONUMENTED       CGS
 OL0064  HISTORY     - 1972     GOOD             NGS
 OL0064  HISTORY     - 20021125 GOOD             USPSQD
 OL0064  HISTORY     - 20040329 GOOD             USPSQD
 OL0064
 OL0064                          STATION DESCRIPTION
 OL0064
 OL0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0064'3.2 MI S FROM BELGIUM.
 OL0064'ABOUT 3.25 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OL0064'FROM THE CROSSING OF COUNTY ROAD D AT BELGIUM, 4 1/2 TELEPHONE
 OL0064'POLES NORTHEAST OF MILEPOST 30, 0.15 MILE SOUTHWEST OF THE
 OL0064'CROSSING OF COUNTY ROAD KW, 17.7 FEET SOUTHEAST OF THE SOUTHEAST
 OL0064'RAIL, SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST
 OL0064'CONCRETE HEADWALL FOR AN 8-BY-6-FOOT BOX TYPE CULVERT AND 3
 OL0064'FEET BELOW THE TOP OF THE RAIL.  SEC 48 T 11N, R 22E
 OL0064'NOTE-- HEADWALL HAS CLEAVAGE OR SEPARATION BETWEEN IT AN THE
 OL0064'FOUNDATION.  THIS IS WHAT IS CALLED A DECK TYPE HEADWALL.
 OL0064
 OL0064                          STATION RECOVERY (2002)
 OL0064
 OL0064'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OL0064'RECOVERED IN GOOD CONDITION.
 OL0064
 OL0064                          STATION RECOVERY (2004)
 OL0064
 OL0064'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 OL0064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0241 ***********************************************************************
 OL0241  DESIGNATION -  F 88
 OL0241  PID         -  OL0241
 OL0241  STATE/COUNTY-  WI/MANITOWOC
 OL0241  USGS QUAD   -  CLEVELAND EAST (1994)
 OL0241
 OL0241                         *CURRENT SURVEY CONTROL
 OL0241  ___________________________________________________________________
 OL0241* NAD 83(1986)-  43 54 58.     (N)    087 44 45.     (W)     SCALED    
 OL0241* NAVD 88     -       195.366  (meters)     640.96   (feet)  ADJUSTED  
 OL0241  ___________________________________________________________________
 OL0241  GEOID HEIGHT-         -35.97  (meters)                     GEOID03
 OL0241  DYNAMIC HT  -         195.331 (meters)     640.85  (feet)  COMP
 OL0241  MODELED GRAV-     980,436.2   (mgal)                       NAVD 88
 OL0241
 OL0241  VERT ORDER  -  FIRST     CLASS 0
 OL0241
 OL0241.The horizontal coordinates were scaled from a topographic map and have
 OL0241.an estimated accuracy of +/- 6 seconds.
 OL0241
 OL0241.The orthometric height was determined by differential leveling
 OL0241.and adjusted by the National Geodetic Survey in June 1991..
 OL0241.WARNING-Repeat measurements at this control monument indicate possible
 OL0241.vertical movement.
 OL0241
 OL0241.The geoid height was determined by GEOID03.
 OL0241
 OL0241.The dynamic height is computed by dividing the NAVD 88
 OL0241.geopotential number by the normal gravity value computed on the
 OL0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0241.degrees latitude (g = 980.6199 gals.).
 OL0241
 OL0241.The modeled gravity was interpolated from observed gravity values.
 OL0241
 OL0241;                    North         East    Units  Estimated Accuracy
 OL0241;SPC WI S     -   215,310.      781,030.      MT  (+/- 180 meters Scaled)
 OL0241
 OL0241                          SUPERSEDED SURVEY CONTROL
 OL0241
 OL0241  NGVD 29 (??/??/92)  195.196  (m)          640.41   (f) ADJ UNCH    2 0
 OL0241
 OL0241.Superseded values are not recommended for survey control.
 OL0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0241.See file dsdata.txt to determine how the superseded data were derived.
 OL0241
 OL0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP401628(NAD 83)
 OL0241_MARKER: DB = BENCH MARK DISK
 OL0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OL0241_STAMPING: F 88 1934
 OL0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0241+STABILITY: SURFACE MOTION
 OL0241
 OL0241  HISTORY     - Date     Condition        Report By
 OL0241  HISTORY     - 1934     MONUMENTED       CGS
 OL0241  HISTORY     - 1972     GOOD             NGS
 OL0241  HISTORY     - 20021119 MARK NOT FOUND   USPSQD
 OL0241  HISTORY     - 20040305 MARK NOT FOUND   USPSQD
 OL0241
 OL0241                          STATION DESCRIPTION
 OL0241
 OL0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0241'AT CLEVELAND.
 OL0241'AT CLEVELAND, 0.15 MILE NORTH ALONG THE CHICAGO AND NORTH
 OL0241'WESTERN RAILWAY FROM THE CROSSING OF STATE HIGHWAY 149 AT
 OL0241'CLEVELAND, 26.8 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK,
 OL0241'137 FEET NORTH OF THE EXTENDED CENTER LINE OF EAST MADISON
 OL0241'AVENUE, 70 FEET NORTH OF A FIRE HYDRANT, 25 FEET WEST OF THE
 OL0241'CENTER LINE OF HAZEL STREET, 4 FEET SOUTHWEST OF THE 2ND
 OL0241'TELEPHONE POLE SOUTH OF MILEPOST 64, 1 FOOT NORTHWEST OF A METAL
 OL0241'WITNESS POST, 1 FOOT BELOW THE LEVEL OF HAZEL STREET AND SET
 OL0241'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE
 OL0241'LEVEL OF THE GROUND.  SEC 28, T17N, R23E.  NOTE-- MARK IS
 OL0241'LEANING SLIGHTLY TOWARD THE SOUTH AND IS SET IN A SOGGY AREA.
 OL0241
 OL0241                          STATION RECOVERY (2002)
 OL0241
 OL0241'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OL0241'NOT FOUND.  STATE HIGHWAY 149 NO LONGER EXISTS - SUBSTITUTE WASHINGTON
 OL0241'ROAD. THE AREA BETWEEN HAZEL STREET AND THE RAILWAY HAS BEEN FILLED TO
 OL0241'3 INCHES ABOVE THE LEVEL OF THE STREET PROBABLY BURYING THE STATION.
 OL0241'THE METAL WITNESS POST WAS NOT FOUND.
 OL0241
 OL0241                          STATION RECOVERY (2004)
 OL0241
 OL0241'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 OL0241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0092 ***********************************************************************
 PM0092  DESIGNATION -  F 89
 PM0092  PID         -  PM0092
 PM0092  STATE/COUNTY-  WI/BROWN
 PM0092  USGS QUAD   -  DENMARK (1978)
 PM0092
 PM0092                         *CURRENT SURVEY CONTROL
 PM0092  ___________________________________________________________________
 PM0092* NAD 83(1986)-  44 20 50.     (N)    087 49 53.     (W)     SCALED    
 PM0092* NAVD 88     -       280.365  (meters)     919.83   (feet)  ADJUSTED  
 PM0092  ___________________________________________________________________
 PM0092  GEOID HEIGHT-         -36.06  (meters)                     GEOID03
 PM0092  DYNAMIC HT  -         280.326 (meters)     919.70  (feet)  COMP
 PM0092  MODELED GRAV-     980,470.6   (mgal)                       NAVD 88
 PM0092
 PM0092  VERT ORDER  -  FIRST     CLASS 0
 PM0092
 PM0092.The horizontal coordinates were scaled from a topographic map and have
 PM0092.an estimated accuracy of +/- 6 seconds.
 PM0092
 PM0092.The orthometric height was determined by differential leveling
 PM0092.and adjusted by the National Geodetic Survey in June 1991..
 PM0092
 PM0092.The geoid height was determined by GEOID03.
 PM0092
 PM0092.The dynamic height is computed by dividing the NAVD 88
 PM0092.geopotential number by the normal gravity value computed on the
 PM0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0092.degrees latitude (g = 980.6199 gals.).
 PM0092
 PM0092.The modeled gravity was interpolated from observed gravity values.
 PM0092
 PM0092;                    North         East    Units  Estimated Accuracy
 PM0092;SPC WI C     -    59,410.      772,900.      MT  (+/- 180 meters Scaled)
 PM0092
 PM0092                          SUPERSEDED SURVEY CONTROL
 PM0092
 PM0092  NGVD 29 (??/??/92)  280.352  (m)          919.79   (f) ADJ UNCH    2 0
 PM0092
 PM0092.Superseded values are not recommended for survey control.
 PM0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0092.See file dsdata.txt to determine how the superseded data were derived.
 PM0092
 PM0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ337107(NAD 83)
 PM0092_MARKER: DB = BENCH MARK DISK
 PM0092_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PM0092_SP_SET: TOWER FOOTING
 PM0092_STAMPING: F 89 1934
 PM0092_MARK LOGO: CGS   
 PM0092_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PM0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0092+STABILITY: SURFACE MOTION
 PM0092
 PM0092  HISTORY     - Date     Condition        Report By
 PM0092  HISTORY     - 1934     MONUMENTED       CGS
 PM0092  HISTORY     - 1972     GOOD             NGS
 PM0092  HISTORY     - 19940510 GOOD             WI-009
 PM0092  HISTORY     - 20021116 MARK NOT FOUND   USPSQD
 PM0092
 PM0092                          STATION DESCRIPTION
 PM0092
 PM0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0092'AT DENMARK.
 PM0092'AT DENMARK, 0.15 MILE WEST ALONG MAIN STREET FROM THE CROSSING
 PM0092'OF THE CHICAGO AND NORTH WESTERN RAILWAY, AT THE CITY WATER
 PM0092'TANK, 109 FEET SOUTHWEST OF THE CENTER LINE OF GREEN BAY ROAD,
 PM0092'59 FEET NORTH OF THE CENTER LINE OF DE PERE ROAD, 1.8 FEET SOUTH
 PM0092'OF THE SOUTHEAST CORNER OF A BRICK BUILDING, SET IN THE TOP OF
 PM0092'THE EAST CORNER OF THE NORTHEAST CONCRETE FOOTING OF TOWER AND
 PM0092'ABOUT 3 FEET ABOVE THE LEVEL OF GREEN BAY ROAD.  SEC 28, T22N,
 PM0092'R22E.
 PM0092
 PM0092                          STATION RECOVERY (1994)
 PM0092
 PM0092'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PM0092'RECOVERED AS DESCRIBED.
 PM0092
 PM0092                          STATION RECOVERY (2002)
 PM0092
 PM0092'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0092'NOT RECOVERED.  THE CITY WATER TANK WAS TORN DOWN IN THE LATE 1990'S.
 PM0092'THE CONCRETE FOOTINGS HAVE ALSO BEEN REMOVED.  THE PROPERTY IS NOW AN
 PM0092'EMPTY LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0518 ***********************************************************************
 PN0518  DESIGNATION -  F 9
 PN0518  PID         -  PN0518
 PN0518  STATE/COUNTY-  WI/WOOD
 PN0518  USGS QUAD   -  WISCONSIN RAPIDS SOUTH (1984)
 PN0518
 PN0518                         *CURRENT SURVEY CONTROL
 PN0518  ___________________________________________________________________
 PN0518* NAD 83(1997)-  44 21 03.29143(N)    089 51 53.72795(W)     ADJUSTED  
 PN0518* NAVD 88     -       297.217  (meters)     975.12   (feet)  ADJUSTED  
 PN0518  ___________________________________________________________________
 PN0518  X           -      10,770.271 (meters)                     COMP
 PN0518  Y           -  -4,568,479.170 (meters)                     COMP
 PN0518  Z           -   4,436,240.249 (meters)                     COMP
 PN0518  LAPLACE CORR-          -5.44  (seconds)                    DEFLEC99
 PN0518  ELLIP HEIGHT-         262.08  (meters)          (04/28/99) GPS OBS
 PN0518  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 PN0518  DYNAMIC HT  -         297.165 (meters)     974.95  (feet)  COMP
 PN0518  MODELED GRAV-     980,435.7   (mgal)                       NAVD 88
 PN0518
 PN0518  HORZ ORDER  -  A
 PN0518  VERT ORDER  -  FIRST     CLASS II
 PN0518  ELLP ORDER  -  THIRD     CLASS I
 PN0518
 PN0518.The horizontal coordinates were established by GPS observations
 PN0518.and adjusted by the National Geodetic Survey in April 1999..
 PN0518
 PN0518.The orthometric height was determined by differential leveling
 PN0518.and adjusted by the National Geodetic Survey in June 1991..
 PN0518
 PN0518.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PN0518
 PN0518.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0518
 PN0518.The ellipsoidal height was determined by GPS observations
 PN0518.and is referenced to NAD 83.
 PN0518
 PN0518.The geoid height was determined by GEOID03.
 PN0518
 PN0518.The dynamic height is computed by dividing the NAVD 88
 PN0518.geopotential number by the normal gravity value computed on the
 PN0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0518.degrees latitude (g = 980.6199 gals.).
 PN0518
 PN0518.The modeled gravity was interpolated from observed gravity values.
 PN0518
 PN0518;                    North         East     Units Scale Factor Converg.
 PN0518;SPC WI C     -    57,521.592   610,769.645   MT  0.99998245   +0 05 43.1
 PN0518;SPC WI C     -   188,718.76  2,003,833.41   sFT  0.99998245   +0 05 43.1
 PN0518;UTM  16      - 4,914,841.680   271,663.060   MT  1.00024124   -2 00 12.9
 PN0518
 PN0518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0518!SPC WI C     -   0.99995891  x   0.99998245  =   0.99994136
 PN0518!UTM  16      -   0.99995891  x   1.00024124  =   1.00020014
 PN0518
 PN0518                          SUPERSEDED SURVEY CONTROL
 PN0518
 PN0518  NAVD 88 (04/28/99)  297.22   (m)          975.1    (f) LEVELING    3  
 PN0518  NGVD 29 (??/??/92)  297.242  (m)          975.20   (f) ADJ UNCH    1 2
 PN0518
 PN0518.Superseded values are not recommended for survey control.
 PN0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0518.See file dsdata.txt to determine how the superseded data were derived.
 PN0518
 PN0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7166314842(NAD 83)
 PN0518_MARKER: DB = BENCH MARK DISK
 PN0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0518_SP_SET: CONCRETE POST
 PN0518_STAMPING: F 9 1930 975.201
 PN0518_MARK LOGO: CGS   
 PN0518_PROJECTION: FLUSH
 PN0518_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0518+STABILITY: SURFACE MOTION
 PN0518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0518+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2004
 PN0518
 PN0518  HISTORY     - Date     Condition        Report By
 PN0518  HISTORY     - 1930     MONUMENTED       CGS
 PN0518  HISTORY     - 1935     GOOD             NGS
 PN0518  HISTORY     - 1980     GOOD             NGS
 PN0518  HISTORY     - 1985     GOOD             NGS
 PN0518  HISTORY     - 19971215 GOOD             NGS
 PN0518  HISTORY     - 2004     GOOD             WIDT
 PN0518  HISTORY     - 20040330 GOOD             USPSQD
 PN0518
 PN0518                          STATION DESCRIPTION
 PN0518
 PN0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 PN0518'0.5 MI N FROM PORT EDWARDS.
 PN0518'ON THE CHICAGO, MILWAUKEE AND ST. PAUL RAILROAD, 0.53 MILES
 PN0518'NORTH OF THE C.M. ST. P RY DEPOT AT PORT EDWARDS, AT THE
 PN0518'SOUTHWEST CORNER OF THE INTERSECTION OF A ROAD AND THE RAILROAD,
 PN0518'90 FEET SOUTH OF THE ROAD, 41 FEET WEST OF THE WEST AND NEAREST
 PN0518'RAIL AND 6 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE LINE,
 PN0518'STANDARD DISC SET IN CONCRETE MONUMENT.
 PN0518
 PN0518                          STATION RECOVERY (1935)
 PN0518
 PN0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 PN0518'RECOVERED IN GOOD CONDITION.
 PN0518
 PN0518                          STATION RECOVERY (1980)
 PN0518
 PN0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 PN0518'RECOVERED IN GOOD CONDITION.
 PN0518
 PN0518                          STATION RECOVERY (1985)
 PN0518
 PN0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0518'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN PORT
 PN0518'EDWARDS, AT THE INTERSECTION OF VER BUNKER AVENUE AND THE CHICAGO
 PN0518'MILWAUKEE ST PAUL AND PACIFIC RAILROAD, 27.5 M (90.2 FT) SOUTH OF THE
 PN0518'CENTERLINE OF THE AVENUE, 12.4 M (40.7 FT) EAST OF THE CENTER OF FIFTH
 PN0518'STREET, 7.8 M (25.6 FT) WEST OF THE NEAR RAIL, AND 2.4 M (7.9 FT)
 PN0518'NORTHEAST OF UTILITY POLE NUMBER 22-5-35.2-51/50.
 PN0518'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 PN0518'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 PN0518
 PN0518                          STATION RECOVERY (1997)
 PN0518
 PN0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 PN0518'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) SOUTHWEST OF WISCONSIN
 PN0518'RAPIDS, IN PORT EDWARDS, 0.3 KM (0.20 MI) EAST OF THE PORT EDWARDS
 PN0518'WATER TANK AND RIPPLE CREEK PARK, IN THE SOUTHWEST QUADRANT OF THE
 PN0518'JUNCTION OF A RAILROAD AND VER BUNKER AVENUE, IN A GRASS STRIP BETWEEN
 PN0518'THE RAILROAD AND 5TH STREET, AND 100 M (328.1 FT) NORTHEAST OF AND
 PN0518'ACROSS THE STREET FROM AN ELEMENTARY SCHOOL, AND IN THE ROAD
 PN0518'RIGHT-OF-WAY.  OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO
 PN0518'REACH FROM THE T-JUNCTION OF STATE HIGHWAYS 54 (LETENDRE AVENUE) AND
 PN0518'73 (PORT ROAD) IN PORT EDWARDS, GO EAST ON HIGHWAYS 54 AND 73
 PN0518'(LETENDRE AVENUE) FOR 1.48 KM (0.90 MI) TO THE JUNCTION OF 5TH STREET
 PN0518'JUST BEFORE CROSSING A RAILROAD.  TURN LEFT AND GO NORTH ON 5TH STREET
 PN0518'FOR 0.72 KM (0.45 MI) TO THE STATION ON THE RIGHT JUST BEFORE THE
 PN0518'T-JUNCTION OF VER BUNKER AVENUE.  THE STATION IS SET IN THE TOP OF A
 PN0518'30 CM SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS 27.3 M (89.6
 PN0518'FT) SOUTH OF THE CENTER OF VER BUNKER AVENUE, 20.6 M (67.6 FT)
 PN0518'WEST-SOUTHWEST OF AND ACROSS THE RAILROAD FROM THE SOUTHWEST CORNER OF
 PN0518'STEEL RAILROAD JUNCTION BOX NUMBER DOT 392 712G AT RAILROAD MILE POST
 PN0518'NUMBER 45.65, 12.3 M (40.4 FT) WEST OF THE WEST RAIL, 8.6 M (28.2 FT)
 PN0518'EAST OF THE CENTER OF 5TH STREET, 2.4 M (7.9 FT) EAST-NORTHEAST OF
 PN0518'POWER POLE NUMBER 22-5-35.2 51/50, AND 0.24 M (0.79 FT) NORTH OF A
 PN0518'FIBERGLASS WITNESS POST.
 PN0518
 PN0518                          STATION RECOVERY (2004)
 PN0518
 PN0518'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 PN0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 0.5 MI (3106.85 KM) NORTH
 PN0518'FROM PORT EDWARDS. ON THE CHICAGO, MILWAUKEE AND ST.  PAUL RAILROAD,
 PN0518'0.53 MI (0.85 KM) NORTH OF THE C.M.  ST.  P RY DEPOT AT PORT EDWARDS,
 PN0518'AT THE SOUTHWEST CORNER OF THE INTERSECTION OF A ROAD AND THE
 PN0518'RAILROAD, 90 FT (27.4 M) SOUTH OF THE ROAD, 41 FT (12.5 M) WEST OF THE
 PN0518'WEST AND NEAREST RAIL AND 6 FT (1.8 M) EAST OF THE WEST RIGHT-OF-WAY
 PN0518'FENCE LINE, STANDARD DISC SET IN CONCRETE MONUMENT.
 PN0518' 
 PN0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935 RECOVERED IN GOOD
 PN0518'CONDITION.
 PN0518' 
 PN0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 RECOVERED IN GOOD
 PN0518'CONDITION.
 PN0518' 
 PN0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 RECOVERED IN GOOD
 PN0518'CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN PORT EDWARDS, AT THE
 PN0518'INTERSECTION OF VER BUNKER AVENUE AND THE CHICAGO MILWAUKEE ST PAUL
 PN0518'AND PACIFIC RAILROAD, 27.5 M (90.2 FT) SOUTH OF THE CENTERLINE OF THE
 PN0518'AVENUE, 12.4 M (40.7 FT) EAST OF THE CENTER OF FIFTH STREET, 7.8 M
 PN0518'(25.6 FT) WEST OF THE NEAR RAIL, AND 2.4 M (7.9 FT) NORTHEAST OF
 PN0518'UTILITY POLE NUMBER 22-5-35.2-51/50. THE MARK IS 0.3 M (1.0 FT) NORTH
 PN0518'FROM A WITNESS POST THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 PN0518' 
 PN0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM) THE STATION IS
 PN0518'LOCATED ABOUT 5 KM (3.10 MI) SOUTHWEST OF WISCONSIN RAPIDS, IN PORT
 PN0518'EDWARDS, 0.3 KM (0.20 MI) EAST OF THE PORT EDWARDS WATER TANK AND
 PN0518'RIPPLE CREEK PARK, IN THE SOUTHWEST QUADRANT OF THE JUNCTION OF A
 PN0518'RAILROAD AND VER BUNKER AVENUE, IN A GRASS STRIP BETWEEN THE RAILROAD
 PN0518'AND 5TH STREET, AND 100 M (328.1 FT) NORTHEAST OF AND ACROSS THE
 PN0518'STREET FROM AN ELEMENTARY SCHOOL, AND IN THE ROAD RIGHT-OF-WAY.
 PN0518'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH FROM THE
 PN0518'T-JUNCTION OF STATE HIGHWAYS 54 (LETENDRE AVENUE) AND 73 (PORT ROAD)
 PN0518'IN PORT EDWARDS, GO EAST ON HIGHWAYS 54 AND 73 (LETENDRE AVENUE) FOR
 PN0518'1.48 KM (0.90 MI) TO THE JUNCTION OF 5TH STREET JUST BEFORE CROSSING A
 PN0518'RAILROAD.  TURN LEFT AND GO NORTH ON 5TH STREET FOR 0.72 KM (0.45 MI)
 PN0518'TO THE STATION ON THE RIGHT JUST BEFORE THE T-JUNCTION OF VER BUNKER
 PN0518'AVENUE.  THE STATION IS SET IN THE TOP OF A 30 CM (12 INCH) SQUARE
 PN0518'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 27.3 M (89.6 FT) SOUTH OF
 PN0518'THE CENTER OF VER BUNKER AVENUE, 20.6 M (67.6 FT) WEST-SOUTHWEST OF
 PN0518'AND ACROSS THE RAILROAD FROM THE SOUTHWEST CORNER OF STEEL RAILROAD
 PN0518'JUNCTION BOX NUMBER DOT 392 712G AT RAILROAD MILE POST NUMBER 45.65,
 PN0518'12.3 M (40.4 FT) WEST OF THE WEST RAIL, 8.6 M (28.2 FT) EAST OF THE
 PN0518'CENTER OF 5TH STREET, 2.4 M (7.9 FT) EAST-NORTHEAST OF POWER POLE
 PN0518'NUMBER 22-5-35.2 51/50, AND 0.24 M (0.79 FT) NORTH OF A FIBERGLASS
 PN0518'WITNESS POST.
 PN0518' 
 PN0518'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB) RECOVERED IN GOOD
 PN0518'CONDITION.
 PN0518' 
 PN0518'RECOVERED AS DESCRIBED.
 PN0518
 PN0518                          STATION RECOVERY (2004)
 PN0518
 PN0518'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0518'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0015 ***********************************************************************
 OM0015  DESIGNATION -  F 90
 OM0015  PID         -  OM0015
 OM0015  STATE/COUNTY-  WI/SHEBOYGAN
 OM0015  USGS QUAD   -  ST CLOUD (1992)
 OM0015
 OM0015                         *CURRENT SURVEY CONTROL
 OM0015  ___________________________________________________________________
 OM0015* NAD 83(1986)-  43 48 58.     (N)    088 08 45.     (W)     SCALED    
 OM0015* NAVD 88     -       278.772  (meters)     914.60   (feet)  POSTED    
 OM0015  ___________________________________________________________________
 OM0015  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 OM0015  DYNAMIC HT  -         278.710 (meters)     914.40  (feet)  COMP
 OM0015  MODELED GRAV-     980,402.3   (mgal)                       NAVD 88
 OM0015
 OM0015  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 OM0015
 OM0015.The horizontal coordinates were scaled from a topographic map and have
 OM0015.an estimated accuracy of +/- 6 seconds.
 OM0015
 OM0015.The orthometric height was determined by differential leveling
 OM0015.and adjusted by the National Geodetic Survey in 1992..
 OM0015.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 OM0015.rate of 2.1 thru 3.0 mm/km.
 OM0015
 OM0015.The geoid height was determined by GEOID03.
 OM0015
 OM0015.The dynamic height is computed by dividing the NAVD 88
 OM0015.geopotential number by the normal gravity value computed on the
 OM0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0015.degrees latitude (g = 980.6199 gals.).
 OM0015
 OM0015.The modeled gravity was interpolated from observed gravity values.
 OM0015
 OM0015;                    North         East    Units  Estimated Accuracy
 OM0015;SPC WI S     -   203,410.      749,160.      MT  (+/- 180 meters Scaled)
 OM0015
 OM0015                          SUPERSEDED SURVEY CONTROL
 OM0015
 OM0015  NGVD 29 (??/??/92)  278.769  (m)          914.59   (f) ADJ UNCH    2 0
 OM0015
 OM0015.Superseded values are not recommended for survey control.
 OM0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0015.See file dsdata.txt to determine how the superseded data were derived.
 OM0015
 OM0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP078520(NAD 83)
 OM0015_MARKER: DB = BENCH MARK DISK
 OM0015_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OM0015_SP_SET: CULVERT
 OM0015_STAMPING: F-90 1934
 OM0015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0015
 OM0015  HISTORY     - Date     Condition        Report By
 OM0015  HISTORY     - 1934     MONUMENTED       CGS
 OM0015  HISTORY     - 1960     MARK NOT FOUND   LOCENG
 OM0015
 OM0015                          STATION DESCRIPTION
 OM0015
 OM0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0015'1.2 MI E FROM ST CLOUD.
 OM0015'ALONG THE CHICAGO AND NORTHWESTERN RAILROAD, 3 POLES EAST OF
 OM0015'SIGN STATION, ONE MILE AT PRIVATE CROSSING, THENCE 60 FEET
 OM0015'SOUTH OUTSIDE RIGHT OF WAY FENCE TO 6 FOOT CONCRETE CULVERT.
 OM0015'SET IN NORTH END OF THE EAST CONCRETE HEADWALL, 1 FOOT ABOVE
 OM0015'RAIL TOP.
 OM0015
 OM0015                          STATION RECOVERY (1960)
 OM0015
 OM0015'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1960
 OM0015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0189 ***********************************************************************
 PN0189  DESIGNATION -  F 91
 PN0189  PID         -  PN0189
 PN0189  STATE/COUNTY-  WI/CALUMET
 PN0189  USGS QUAD   -  POTTER (1993)
 PN0189
 PN0189                         *CURRENT SURVEY CONTROL
 PN0189  ___________________________________________________________________
 PN0189* NAD 83(1986)-  44 00 10.     (N)    088 06 41.     (W)     SCALED    
 PN0189* NAVD 88     -       251.925  (meters)     826.52   (feet)  ADJUSTED  
 PN0189  ___________________________________________________________________
 PN0189  GEOID HEIGHT-         -35.96  (meters)                     GEOID03
 PN0189  DYNAMIC HT  -         251.875 (meters)     826.36  (feet)  COMP
 PN0189  MODELED GRAV-     980,415.6   (mgal)                       NAVD 88
 PN0189
 PN0189  VERT ORDER  -  SECOND    CLASS 0
 PN0189
 PN0189.The horizontal coordinates were scaled from a topographic map and have
 PN0189.an estimated accuracy of +/- 6 seconds.
 PN0189
 PN0189.The orthometric height was determined by differential leveling
 PN0189.and adjusted by the National Geodetic Survey in June 1991..
 PN0189
 PN0189.The geoid height was determined by GEOID03.
 PN0189
 PN0189.The dynamic height is computed by dividing the NAVD 88
 PN0189.geopotential number by the normal gravity value computed on the
 PN0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0189.degrees latitude (g = 980.6199 gals.).
 PN0189
 PN0189.The modeled gravity was interpolated from observed gravity values.
 PN0189
 PN0189;                    North         East    Units  Estimated Accuracy
 PN0189;SPC WI S     -   224,210.      751,460.      MT  (+/- 180 meters Scaled)
 PN0189
 PN0189                          SUPERSEDED SURVEY CONTROL
 PN0189
 PN0189  NGVD 29 (??/??/92)  251.921  (m)          826.51   (f) ADJ UNCH    2 0
 PN0189
 PN0189.Superseded values are not recommended for survey control.
 PN0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0189.See file dsdata.txt to determine how the superseded data were derived.
 PN0189
 PN0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP108727(NAD 83)
 PN0189_MARKER: DB = BENCH MARK DISK
 PN0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0189_STAMPING: F-91 1934
 PN0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0189+STABILITY: SURFACE MOTION
 PN0189
 PN0189  HISTORY     - Date     Condition        Report By
 PN0189  HISTORY     - 1934     MONUMENTED       CGS
 PN0189
 PN0189                          STATION DESCRIPTION
 PN0189
 PN0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0189'3 MI SE FROM CHILTON.
 PN0189'3.0 MILES SOUTHEAST OF ALONG THE CHICAGO, MILWAUKEE, ST PAUL
 PN0189'AND PACIFIC RAILROAD OPPOSITE SIGN STATION, ONE MILE AND HAND
 PN0189'CAR SET OFF.  SET IN CONCRETE POST, 3 1/2 FEET BELOW RAIL TOP,
 PN0189'1 FOOT WEST OF FENCE, 8 FEET EAST OF TELEGRAPH POLE AND 47 FEET
 PN0189'EAST OF CENTERLINE OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0188 ***********************************************************************
 PN0188  DESIGNATION -  F 92
 PN0188  PID         -  PN0188
 PN0188  STATE/COUNTY-  WI/CALUMET
 PN0188  USGS QUAD   -  HILBERT (1992)
 PN0188
 PN0188                         *CURRENT SURVEY CONTROL
 PN0188  ___________________________________________________________________
 PN0188* NAD 83(1986)-  44 08 30.     (N)    088 08 49.     (W)     SCALED    
 PN0188* NAVD 88     -       252.194  (meters)     827.41   (feet)  ADJUSTED  
 PN0188  ___________________________________________________________________
 PN0188  GEOID HEIGHT-         -36.03  (meters)                     GEOID03
 PN0188  DYNAMIC HT  -         252.151 (meters)     827.27  (feet)  COMP
 PN0188  MODELED GRAV-     980,439.3   (mgal)                       NAVD 88
 PN0188
 PN0188  VERT ORDER  -  SECOND    CLASS 0
 PN0188
 PN0188.The horizontal coordinates were scaled from a topographic map and have
 PN0188.an estimated accuracy of +/- 6 seconds.
 PN0188
 PN0188.The orthometric height was determined by differential leveling
 PN0188.and adjusted by the National Geodetic Survey in June 1991..
 PN0188
 PN0188.The geoid height was determined by GEOID03.
 PN0188
 PN0188.The dynamic height is computed by dividing the NAVD 88
 PN0188.geopotential number by the normal gravity value computed on the
 PN0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0188.degrees latitude (g = 980.6199 gals.).
 PN0188
 PN0188.The modeled gravity was interpolated from observed gravity values.
 PN0188
 PN0188;                    North         East    Units  Estimated Accuracy
 PN0188;SPC WI S     -   239,580.      748,260.      MT  (+/- 180 meters Scaled)
 PN0188
 PN0188                          SUPERSEDED SURVEY CONTROL
 PN0188
 PN0188  NGVD 29 (??/??/92)  252.204  (m)          827.44   (f) ADJ UNCH    2 0
 PN0188
 PN0188.Superseded values are not recommended for survey control.
 PN0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0188.See file dsdata.txt to determine how the superseded data were derived.
 PN0188
 PN0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP082882(NAD 83)
 PN0188_MARKER: DB = BENCH MARK DISK
 PN0188_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PN0188_SP_SET: CULVERT
 PN0188_STAMPING: F-92 1934
 PN0188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PN0188
 PN0188  HISTORY     - Date     Condition        Report By
 PN0188  HISTORY     - 1934     MONUMENTED       CGS
 PN0188
 PN0188                          STATION DESCRIPTION
 PN0188
 PN0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0188'0.8 MI E FROM HILBERT.
 PN0188'0.8 MILES EAST OF ALONG THE MINNEAPOLIS, ST PAUL AND SOO STE
 PN0188'MARIE RAILROAD AT 15 FOOT CONCRETE CULVERT AND STOCK PASS.  930
 PN0188'FEET WEST OF PUBLIC CROSSING AND 330 FEET WEST OF PRIVATE
 PN0188'CROSSING BY A TWO STORY FARM HOUSE.  SET IN EAST END OF THE
 PN0188'NORTH CONCRETE HEADWALL, 12 FT NORTH OF CENTERLINE OF TRACK AND
 PN0188'6 INCHES BELOW RAIL TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0246 ***********************************************************************
 PN0246  DESIGNATION -  F 93
 PN0246  PID         -  PN0246
 PN0246  STATE/COUNTY-  WI/WAUPACA
 PN0246  USGS QUAD   -  READFIELD (1983)
 PN0246
 PN0246                         *CURRENT SURVEY CONTROL
 PN0246  ___________________________________________________________________
 PN0246* NAD 83(1986)-  44 17 34.     (N)    088 51 05.     (W)     SCALED    
 PN0246* NAVD 88     -       229.071  (meters)     751.54   (feet)  ADJUSTED  
 PN0246  ___________________________________________________________________
 PN0246  GEOID HEIGHT-         -36.45  (meters)                     GEOID03
 PN0246  DYNAMIC HT  -         229.030 (meters)     751.41  (feet)  COMP
 PN0246  MODELED GRAV-     980,434.8   (mgal)                       NAVD 88
 PN0246
 PN0246  VERT ORDER  -  SECOND    CLASS 0
 PN0246
 PN0246.The horizontal coordinates were scaled from a topographic map and have
 PN0246.an estimated accuracy of +/- 6 seconds.
 PN0246
 PN0246.The orthometric height was determined by differential leveling
 PN0246.and adjusted by the National Geodetic Survey in June 1991..
 PN0246
 PN0246.The geoid height was determined by GEOID03.
 PN0246
 PN0246.The dynamic height is computed by dividing the NAVD 88
 PN0246.geopotential number by the normal gravity value computed on the
 PN0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0246.degrees latitude (g = 980.6199 gals.).
 PN0246
 PN0246.The modeled gravity was interpolated from observed gravity values.
 PN0246
 PN0246;                    North         East    Units  Estimated Accuracy
 PN0246;SPC WI C     -    51,700.      691,670.      MT  (+/- 180 meters Scaled)
 PN0246
 PN0246                          SUPERSEDED SURVEY CONTROL
 PN0246
 PN0246  NGVD 29 (??/??/92)  229.091  (m)          751.61   (f) ADJ UNCH    2 0
 PN0246
 PN0246.Superseded values are not recommended for survey control.
 PN0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0246.See file dsdata.txt to determine how the superseded data were derived.
 PN0246
 PN0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ522060(NAD 83)
 PN0246_MARKER: DB = BENCH MARK DISK
 PN0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0246_STAMPING: F-93 1934
 PN0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0246+STABILITY: SURFACE MOTION
 PN0246
 PN0246  HISTORY     - Date     Condition        Report By
 PN0246  HISTORY     - 1934     MONUMENTED       CGS
 PN0246  HISTORY     - 1969     MARK NOT FOUND   USGS
 PN0246
 PN0246                          STATION DESCRIPTION
 PN0246
 PN0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0246'1 MI W FROM FREMONT STATION.
 PN0246'1.0 MILES WEST OF ALONG THE MINNEAPOLIS, ST PAUL AND SAULT
 PN0246'STE MARIE RAILROAD AT PRIVATE ROAD CROSSING, 8 POLES WEST OF
 PN0246'MILEPOLE 208.  SET IN POST, 45 FEET NORTH OF CENTERLINE OF THE
 PN0246'TRACKS, 13 FEET WEST OF CENTERLINE OF GATE-WAY AND 2 FEET SOUTH
 PN0246'OF FENCE LINE.  ABOUT 6 FEET BELOW TRACK LEVEL.
 PN0246
 PN0246                          STATION RECOVERY (1969)
 PN0246
 PN0246'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 PN0246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0311 ***********************************************************************
 OM0311  DESIGNATION -  F 95
 OM0311  PID         -  OM0311
 OM0311  STATE/COUNTY-  WI/MARQUETTE
 OM0311  USGS QUAD   -  MONTELLO (1984)
 OM0311
 OM0311                         *CURRENT SURVEY CONTROL
 OM0311  ___________________________________________________________________
 OM0311* NAD 83(1986)-  43 47 34.     (N)    089 19 42.     (W)     SCALED    
 OM0311* NAVD 88     -       236.211  (meters)     774.97   (feet)  ADJUSTED  
 OM0311  ___________________________________________________________________
 OM0311  GEOID HEIGHT-         -35.97  (meters)                     GEOID03
 OM0311  DYNAMIC HT  -         236.155 (meters)     774.79  (feet)  COMP
 OM0311  MODELED GRAV-     980,377.7   (mgal)                       NAVD 88
 OM0311
 OM0311  VERT ORDER  -  SECOND    CLASS 0
 OM0311
 OM0311.The horizontal coordinates were scaled from a topographic map and have
 OM0311.an estimated accuracy of +/- 6 seconds.
 OM0311
 OM0311.The orthometric height was determined by differential leveling
 OM0311.and adjusted by the National Geodetic Survey in June 1991..
 OM0311
 OM0311.The geoid height was determined by GEOID03.
 OM0311
 OM0311.The dynamic height is computed by dividing the NAVD 88
 OM0311.geopotential number by the normal gravity value computed on the
 OM0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0311.degrees latitude (g = 980.6199 gals.).
 OM0311
 OM0311.The modeled gravity was interpolated from observed gravity values.
 OM0311
 OM0311;                    North         East    Units  Estimated Accuracy
 OM0311;SPC WI S     -   199,380.      654,060.      MT  (+/- 180 meters Scaled)
 OM0311
 OM0311                          SUPERSEDED SURVEY CONTROL
 OM0311
 OM0311  NGVD 29 (??/??/92)  236.240  (m)          775.06   (f) ADJ UNCH    2 0
 OM0311
 OM0311.Superseded values are not recommended for survey control.
 OM0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0311.See file dsdata.txt to determine how the superseded data were derived.
 OM0311
 OM0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP126514(NAD 83)
 OM0311_MARKER: DB = BENCH MARK DISK
 OM0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0311_STAMPING: F 95 1934
 OM0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0311+STABILITY: SURFACE MOTION
 OM0311
 OM0311  HISTORY     - Date     Condition        Report By
 OM0311  HISTORY     - 1934     MONUMENTED       CGS
 OM0311  HISTORY     - 1960     MARK NOT FOUND   USGS
 OM0311
 OM0311                          STATION DESCRIPTION
 OM0311
 OM0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0311'AT MONTELLO.
 OM0311'AT MONTELLO, MARQUETTE COUNTY, AT THE CROSSING OF THE MINNEAPOLIS,
 OM0311'ST. PAUL AND SAULT STE. MARIE RAILROAD AND STATE HIGHWAY 23,
 OM0311'OPPOSITE THE STATION, AT THE SOUTHWEST CORNER OF THE CITY PARK,
 OM0311'42 FEET EAST OF THE HIGHWAY, 27 FEET NORTH OF THE CENTERLINE
 OM0311'OF THE TRACK, 15 FEET NORTH OF A FENCE CORNER, AND 1 FOOT EAST
 OM0311'OF THE FENCE.  A STANDARD DISK, STAMPED F 95 1934 AND SET IN
 OM0311'THE TOP OF A CONCRETE POST.
 OM0311
 OM0311                          STATION RECOVERY (1960)
 OM0311
 OM0311'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 OM0311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0515 ***********************************************************************
 OM0515  DESIGNATION -  F 96
 OM0515  PID         -  OM0515
 OM0515  STATE/COUNTY-  WI/ADAMS
 OM0515  USGS QUAD   -  DELLWOOD (1983)
 OM0515
 OM0515                         *CURRENT SURVEY CONTROL
 OM0515  ___________________________________________________________________
 OM0515* NAD 83(1986)-  43 58 55.     (N)    089 55 03.     (W)     SCALED    
 OM0515* NAVD 88     -       279.569  (meters)     917.22   (feet)  ADJUSTED  
 OM0515  ___________________________________________________________________
 OM0515  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 OM0515  DYNAMIC HT  -         279.510 (meters)     917.03  (feet)  COMP
 OM0515  MODELED GRAV-     980,401.0   (mgal)                       NAVD 88
 OM0515
 OM0515  VERT ORDER  -  SECOND    CLASS 0
 OM0515
 OM0515.The horizontal coordinates were scaled from a topographic map and have
 OM0515.an estimated accuracy of +/- 6 seconds.
 OM0515
 OM0515.The orthometric height was determined by differential leveling
 OM0515.and adjusted by the National Geodetic Survey in June 1991..
 OM0515
 OM0515.The geoid height was determined by GEOID03.
 OM0515
 OM0515.The dynamic height is computed by dividing the NAVD 88
 OM0515.geopotential number by the normal gravity value computed on the
 OM0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0515.degrees latitude (g = 980.6199 gals.).
 OM0515
 OM0515.The modeled gravity was interpolated from observed gravity values.
 OM0515
 OM0515;                    North         East    Units  Estimated Accuracy
 OM0515;SPC WI S     -   220,180.      606,620.      MT  (+/- 180 meters Scaled)
 OM0515
 OM0515                          SUPERSEDED SURVEY CONTROL
 OM0515
 OM0515  NGVD 29 (??/??/92)  279.583  (m)          917.27   (f) ADJ UNCH    2 0
 OM0515
 OM0515.Superseded values are not recommended for survey control.
 OM0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0515.See file dsdata.txt to determine how the superseded data were derived.
 OM0515
 OM0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP660740(NAD 83)
 OM0515_MARKER: DB = BENCH MARK DISK
 OM0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0515_STAMPING: F 96 1934
 OM0515_MARK LOGO: CGS   
 OM0515_PROJECTION: PROJECTING 10 CENTIMETERS
 OM0515_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OM0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0515+STABILITY: SURFACE MOTION
 OM0515_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0515+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2003
 OM0515
 OM0515  HISTORY     - Date     Condition        Report By
 OM0515  HISTORY     - 1934     MONUMENTED       CGS
 OM0515  HISTORY     - 1943     GOOD             NGS
 OM0515  HISTORY     - 20030530 GOOD             WIDT
 OM0515
 OM0515                          STATION DESCRIPTION
 OM0515
 OM0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OM0515'1 MI E FROM DELLWOOD.
 OM0515'1.0 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 OM0515'THE STATION AT DELLWOOD, ADAMS COUNTY, AT MILEPOST 130, AT A
 OM0515'ROAD CROSSING, 54 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 OM0515'31 FEET EAST OF THE CENTERLINE OF THE ROAD, 3 FEET SOUTH OF A
 OM0515'FENCE CORNER, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD
 OM0515'DISK, STAMPED F 96 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OM0515
 OM0515                          STATION RECOVERY (2003)
 OM0515
 OM0515'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 OM0515'OWNERSHIP--UNION PACIFIC RAILROAD.  TO REACH THE STATION FROM THE
 OM0515'JUNCTION OF STATE HIGHWAY 13 (MAIN STREET) WITH COUNTY HIGHWAY J (LAKE
 OM0515'STREET) ON THE NORTH SIDE OF THE VILLAGE OF FRIENDSHIP, GO WEST ON
 OM0515'COUNTY HIGHWAY J FOR 5.1 MI (8.21 KM) TO 18TH AVENUE ON THE RIGHT,
 OM0515'TURN RIGHT AND GO NORTH ON 18TH AVENUE FOR 0.6 MI (0.97 KM) TO THE
 OM0515'RAILROAD TRACKS AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 OM0515'US COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP OF A 24-CM
 OM0515'SQUARE CONCRETE POST ABOUT LEVEL WITH THE ROAD PAVEMENT.   THE STATION
 OM0515'IS 10.2 M (33.5 FT) EAST OF THE CENTERLINE OF 18TH AVENUE, 15.7 M
 OM0515'(51.5 FT) NORTH OF THE NORTH RAIL, 4 M (13.1 FT) SOUTH OF A FIELD
 OM0515'ENTRANCE, 0.8 M (2.6 FT) SOUTHEAST OF TELEPHONE PEDESTAL --7114--, AND
 OM0515'0.5 M (1.6 FT) WEST OF AN ORANGE FIBERGLASS WITNESS POST.
 OM0515'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO THE
 OM0515'TREES OVERHEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0419 ***********************************************************************
 PN0419  DESIGNATION -  F 97
 PN0419  PID         -  PN0419
 PN0419  STATE/COUNTY-  WI/WAUSHARA
 PN0419  USGS QUAD   -  WAUTOMA NE (1983)
 PN0419
 PN0419                         *CURRENT SURVEY CONTROL
 PN0419  ___________________________________________________________________
 PN0419* NAD 83(1986)-  44 09 29.     (N)    089 15 14.     (W)     SCALED    
 PN0419* NAVD 88     -       290.694  (meters)     953.72   (feet)  ADJUSTED  
 PN0419  ___________________________________________________________________
 PN0419  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PN0419  DYNAMIC HT  -         290.634 (meters)     953.52  (feet)  COMP
 PN0419  MODELED GRAV-     980,405.4   (mgal)                       NAVD 88
 PN0419
 PN0419  VERT ORDER  -  SECOND    CLASS 0
 PN0419
 PN0419.The horizontal coordinates were scaled from a topographic map and have
 PN0419.an estimated accuracy of +/- 6 seconds.
 PN0419
 PN0419.The orthometric height was determined by differential leveling
 PN0419.and adjusted by the National Geodetic Survey in June 1991..
 PN0419
 PN0419.The geoid height was determined by GEOID03.
 PN0419
 PN0419.The dynamic height is computed by dividing the NAVD 88
 PN0419.geopotential number by the normal gravity value computed on the
 PN0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0419.degrees latitude (g = 980.6199 gals.).
 PN0419
 PN0419.The modeled gravity was interpolated from observed gravity values.
 PN0419
 PN0419;                    North         East    Units  Estimated Accuracy
 PN0419;SPC WI S     -   240,020.      659,680.      MT  (+/- 180 meters Scaled)
 PN0419
 PN0419                          SUPERSEDED SURVEY CONTROL
 PN0419
 PN0419  NGVD 29 (??/??/92)  290.714  (m)          953.78   (f) ADJ UNCH    2 0
 PN0419
 PN0419.Superseded values are not recommended for survey control.
 PN0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0419.See file dsdata.txt to determine how the superseded data were derived.
 PN0419
 PN0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP197918(NAD 83)
 PN0419_MARKER: DB = BENCH MARK DISK
 PN0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0419_STAMPING: F-97 1934
 PN0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0419+STABILITY: SURFACE MOTION
 PN0419
 PN0419  HISTORY     - Date     Condition        Report By
 PN0419  HISTORY     - 1934     MONUMENTED       CGS
 PN0419  HISTORY     - 1971     MARK NOT FOUND   LOCENG
 PN0419
 PN0419                          STATION DESCRIPTION
 PN0419
 PN0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0419'1 MI S FROM WILD ROSE.
 PN0419'1.0 MILES SOUTH OF DEPOT AT WILD ROSE ALONG THE CHICAGO AND
 PN0419'NORTHWESTERN RAILROAD AT ROAD CROSSING, 1 POLE SOUTH OF STATION,
 PN0419'ONE MILE SIGN.  SET IN POST, 48 FEET WEST OF CENTERLINE OF THE
 PN0419'TRACKS, 30 FEET NORTH OF CENTERLINE OF ROAD AND 3 FEET EAST OF
 PN0419'FENCE LINE.
 PN0419
 PN0419                          STATION RECOVERY (1971)
 PN0419
 PN0419'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971
 PN0419'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0465 ***********************************************************************
 PN0465  DESIGNATION -  F 98
 PN0465  PID         -  PN0465
 PN0465  STATE/COUNTY-  WI/WAUSHARA
 PN0465  USGS QUAD   -  REDGRANITE (1983)
 PN0465
 PN0465                         *CURRENT SURVEY CONTROL
 PN0465  ___________________________________________________________________
 PN0465* NAD 83(1986)-  44 02 27.     (N)    089 00 58.     (W)     SCALED    
 PN0465* NAVD 88     -       241.665  (meters)     792.86   (feet)  ADJUSTED  
 PN0465  ___________________________________________________________________
 PN0465  GEOID HEIGHT-         -36.31  (meters)                     GEOID03
 PN0465  DYNAMIC HT  -         241.615 (meters)     792.70  (feet)  COMP
 PN0465  MODELED GRAV-     980,407.1   (mgal)                       NAVD 88
 PN0465
 PN0465  VERT ORDER  -  SECOND    CLASS 0
 PN0465
 PN0465.The horizontal coordinates were scaled from a topographic map and have
 PN0465.an estimated accuracy of +/- 6 seconds.
 PN0465
 PN0465.The orthometric height was determined by differential leveling
 PN0465.and adjusted by the National Geodetic Survey in June 1991..
 PN0465
 PN0465.The geoid height was determined by GEOID03.
 PN0465
 PN0465.The dynamic height is computed by dividing the NAVD 88
 PN0465.geopotential number by the normal gravity value computed on the
 PN0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0465.degrees latitude (g = 980.6199 gals.).
 PN0465
 PN0465.The modeled gravity was interpolated from observed gravity values.
 PN0465
 PN0465;                    North         East    Units  Estimated Accuracy
 PN0465;SPC WI S     -   227,190.      678,860.      MT  (+/- 180 meters Scaled)
 PN0465
 PN0465                          SUPERSEDED SURVEY CONTROL
 PN0465
 PN0465  NGVD 29 (??/??/92)  241.688  (m)          792.94   (f) ADJ UNCH    2 0
 PN0465
 PN0465.Superseded values are not recommended for survey control.
 PN0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0465.See file dsdata.txt to determine how the superseded data were derived.
 PN0465
 PN0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP384783(NAD 83)
 PN0465_MARKER: DB = BENCH MARK DISK
 PN0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0465_STAMPING: F-98 1934
 PN0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0465+STABILITY: SURFACE MOTION
 PN0465
 PN0465  HISTORY     - Date     Condition        Report By
 PN0465  HISTORY     - 1934     MONUMENTED       CGS
 PN0465  HISTORY     - 20040102 MARK NOT FOUND   USPSQD
 PN0465
 PN0465                          STATION DESCRIPTION
 PN0465
 PN0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0465'4.3 MI E FROM RED GRANITE.
 PN0465'4.3 MILES EAST OF DEPOT AT RED GRANITE ALONG HIWAY 21 AT JUNCTION
 PN0465'OF SIDE ROAD TO SOUTH.  SET IN POST, 48 FEET SOUTH OF CENTERLINE
 PN0465'OF HIWAY, 33 FEET EAST OF CENTERLINE OF SIDE ROAD, 12 FEET SOUTH
 PN0465'OF FENCE CORNER AND ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY.
 PN0465
 PN0465                          STATION RECOVERY (2004)
 PN0465
 PN0465'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0465'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1352 ***********************************************************************
 PN1352  PACS        -  This is a Primary Airport Control Station.
 PN1352  DESIGNATION -  FAA 3WO A
 PN1352  PID         -  PN1352
 PN1352  STATE/COUNTY-  WI/SHAWANO
 PN1352  USGS QUAD   -  SHAWANO (1982)
 PN1352
 PN1352                         *CURRENT SURVEY CONTROL
 PN1352  ___________________________________________________________________
 PN1352* NAD 83(1997)-  44 47 19.60348(N)    088 34 00.22563(W)     ADJUSTED  
 PN1352* NAVD 88     -       246.40   (meters)     808.4    (feet)  GPS OBS   
 PN1352  ___________________________________________________________________
 PN1352  X           -     113,415.193 (meters)                     COMP
 PN1352  Y           -  -4,532,888.692 (meters)                     COMP
 PN1352  Z           -   4,470,868.057 (meters)                     COMP
 PN1352  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 PN1352  ELLIP HEIGHT-         210.21  (meters)          (04/28/99) GPS OBS
 PN1352  GEOID HEIGHT-         -36.08  (meters)                     GEOID03
 PN1352
 PN1352  HORZ ORDER  -  A
 PN1352  ELLP ORDER  -  THIRD     CLASS I
 PN1352
 PN1352.This mark is at Shawano Municipal Airport (3W0)
 PN1352
 PN1352.The horizontal coordinates were established by GPS observations
 PN1352.and adjusted by the National Geodetic Survey in April 1999..
 PN1352
 PN1352.The orthometric height was determined by GPS observations and a
 PN1352.high-resolution geoid model.
 PN1352
 PN1352.GPS derived orthometric heights for airport stations designated as
 PN1352.PACS or SACS are published to 2 decimal places.  This maintains
 PN1352.centimeter relative accuracy between the PACS and SACS.  It does
 PN1352.not indicate centimeter accuracy relative to other marks which are
 PN1352.part of the NAVD 88 network.
 PN1352
 PN1352.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PN1352
 PN1352.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1352
 PN1352.The ellipsoidal height was determined by GPS observations
 PN1352.and is referenced to NAD 83.
 PN1352
 PN1352.The geoid height was determined by GEOID03.
 PN1352
 PN1352;                    North         East     Units Scale Factor Converg.
 PN1352;SPC WI C     -   107,168.422   713,410.807   MT  0.99994186   +1 00 40.6
 PN1352;SPC WI C     -   351,601.73  2,340,581.96   sFT  0.99994186   +1 00 40.6
 PN1352;UTM  16      - 4,960,680.734   376,064.781   MT  0.99978888   -1 06 14.0
 PN1352
 PN1352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1352!SPC WI C     -   0.99996704  x   0.99994186  =   0.99990890
 PN1352!UTM  16      -   0.99996704  x   0.99978888  =   0.99975593
 PN1352
 PN1352:                Primary Azimuth Mark                     Grid Az
 PN1352:SPC WI C     -  FAA 3WO B                                110 58 47.8
 PN1352:UTM  16      -  FAA 3WO B                                113 05 42.4
 PN1352
 PN1352|---------------------------------------------------------------------|
 PN1352| PID    Reference Object                     Distance      Geod. Az  |
 PN1352|                                                           dddmmss.s |
 PN1352| PN1353 FAA 3WO B                           APPROX. 1.2 KM 1115928.4 |
 PN1352| AI2509 SHAWANO GPS AZ MK                   418.348 METERS 1932257.1 |
 PN1352| AI2508 SHAWANO GPS                         187.501 METERS 34521     |
 PN1352|---------------------------------------------------------------------|
 PN1352
 PN1352                          SUPERSEDED SURVEY CONTROL
 PN1352
 PN1352  NAD 83(1991)-  44 47 19.60447(N)    088 34 00.22122(W) AD(       ) 1
 PN1352  ELLIP H (08/19/91)  210.31   (m)                       GP(       ) 4 1
 PN1352  NGVD 29 (08/19/91)  246.4    (m)          808.     (f) GPS OBS        
 PN1352
 PN1352.Superseded values are not recommended for survey control.
 PN1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1352.See file dsdata.txt to determine how the superseded data were derived.
 PN1352
 PN1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ7606560681(NAD 83)
 PN1352_MARKER: I = METAL ROD
 PN1352_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PN1352_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 PN1352_STAMPING: FAA 3WO A 1990
 PN1352_MARK LOGO: NGS   
 PN1352_PROJECTION: FLUSH
 PN1352_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN1352_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PN1352+STABILITY: POSITION/ELEVATION WELL
 PN1352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN1352+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2005
 PN1352_ROD/PIPE-DEPTH: 13.4 meters
 PN1352_SLEEVE-DEPTH  : 1 meters
 PN1352
 PN1352  HISTORY     - Date     Condition        Report By
 PN1352  HISTORY     - 1990     MONUMENTED       NGS
 PN1352  HISTORY     - 19971129 GOOD             WIHD
 PN1352  HISTORY     - 19990719 GOOD             WOOLPT
 PN1352  HISTORY     - 20050621 GOOD             WIDT
 PN1352
 PN1352                          STATION DESCRIPTION
 PN1352
 PN1352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PN1352'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 MI) NORTHWEST OF BONDUEL, 6.4
 PN1352'KM (4.0 MI) EAST OF THORNTON, 3.2 KM (2.0 MI) NORTHEAST OF SHAWANO
 PN1352'AND AT THE SHAWANO MUNICIPAL AIRPORT.  OWNERSHIP--CITY AND COUNTY OF
 PN1352'SHAWANO, 311 NORTH MAIN STREET, SHAWANO, WI 54166, PHONE
 PN1352'715-526-2230, THE AIRPORT MANAGER IS CLARENCE SCHAMPERS, 248 AIRPORT
 PN1352'ROAD, SHAWANO, WI 54166, PHONE 715-526-2465.
 PN1352'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 AND COUNTY
 PN1352'ROAD HHH IN EAST SHAWANO, GO NORTH ON COUNTY ROAD HHH FOR 0.9 KM
 PN1352'(0.6 MI) TO A GRAVELED ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST ON
 PN1352'THE AIRPORT ENTRANCE ROAD FOR 0.1 KM (0.1 MI) TO A ROPE GATE AND THE
 PN1352'AIRPORT OFFICE ON THE RIGHT.  PASS THROUGH THE GATE AND CONTINUE EAST
 PN1352'ON THE GRAVELED ROAD FOR ABOUT 100 FEET TO AN APRON AND TAXIWAY.
 PN1352'TURN LEFT AND GO NORTHEAST ACROSS THE APRON AND ALONG A TAXIWAY FOR
 PN1352'0.2 KM (0.1 MI) TO THE RUNWAY AND THE STATION ON THE RIGHT.
 PN1352'THE STATION IS LOCATED 61.2 M (200.8 FT) SOUTHWEST FROM THE CENTERLINE
 PN1352'OF THE RUNWAY, 27.8 M (91.2 FT) SOUTHEAST FROM THE CENTERLINE OF A
 PN1352'TAXIWAY, 22.1 M (72.5 FT) EAST FROM THE FOURTH TAXIWAY LIGHT
 PN1352'NORTHEAST FROM THE SOUTHWEST END OF A TAXIWAY AND 20.8 M (68.2 FT)
 PN1352'SOUTH FROM THE SOUTH END OF A PIPE CULVERT.
 PN1352'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PN1352
 PN1352                          STATION RECOVERY (1997)
 PN1352
 PN1352'RECOVERY NOTE BY WI HIGHWAY DEPT 1997 (CSM)
 PN1352'THE STATION IS LOCATED ABOUT 3.22 KM (2.00 MI) EAST OF SHAWANO AND
 PN1352'53.14 KM (33.00 MI) NORTHWEST OF GREEN BAY AT THE SHAWANO CITY/COUNTY
 PN1352'MUNICIPAL (3WO) AIRPORT.  OWNERSHIP--CITY AND COUNTY OF SHAWANO.  THE
 PN1352'AIRPORT MANAGER IS CLARENCE SCHAMPERS, TELEPHONE 715 526-2465.  TO
 PN1352'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 22, 29, 47, AND
 PN1352'55 AT THE INTERSECTION OF MAIN STREET AND GREEN BAY STREET IN THE CITY
 PN1352'OF SHAWANO, GO EAST 3.22 KM (2.00 MI) ON HIGHWAYS 22, 29, 47, AND 55
 PN1352'(GREEN BAY STREET) TO THE INTERSECTION WITH COUNTY HIGHWAY HHH
 PN1352'(AIRPORT ROAD) , TURN LEFT AND GO NORTH 0.64 KM (0.40 MI) ON HIGHWAY
 PN1352'HHH TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT, TURN RIGHT AND GO EAST
 PN1352'0.16 KM (0.10 MI) ON THE AIRPORT ENTRANCE ROAD TO A GATE ON THE LEFT
 PN1352'AND THE AIRPORT TERMINAL AND OFFICE BUILDING ON THE RIGHT, PASS
 PN1352'THROUGH THE GATE AND CONTINUE EAST AND NORTHEAST FOR ABOUT 30 M (98.4
 PN1352'FT) TO AN APRON AND TAXIWAY, CONTINUE GENERALLY NORTHEAST 0.16 KM
 PN1352'(0.10 MI) CROSSING THE APRON AND TRAVELING ALONG THE SOUTHEAST SIDE OF
 PN1352'THE TAXIWAY ALMOST TO RUNWAY 11/29 AND THE STATION ON THE RIGHT.  THE
 PN1352'STATION IS A STAINLESS STEEL ROD ACCESSIBLE THROUGH A 5-INCH-DIAMETER
 PN1352'LOGO CAP.  THE STATION IS 27.8 M (91.2 FT) SOUTHEAST OF THE CENTERLINE
 PN1352'OF THE TAXIWAY, 61.2 M (200.8 FT) SOUTHWEST OF THE CENTERLINE OF
 PN1352'RUNWAY 11/29, 22.1 M (72.5 FT) EAST OF THE FOURTH TAXIWAY LIGHT
 PN1352'NORTHEAST OF THE SOUTHWEST END OF THE TAXIWAY, AND 20.8 M (68.2 FT)
 PN1352'SOUTH OF THE SOUTHEAST END OF A CORREGATED METAL PIPE CULVERT.
 PN1352
 PN1352                          STATION RECOVERY (1999)
 PN1352
 PN1352'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1999 (ARL)
 PN1352'THE STATION WAS RECOVERED AS DESCRIBED.  THE STATION HAS NO VISIBLE
 PN1352'OBSTRUCTION EXTENDING HIGHER THAN 1 DEGREES ABOVE THE HORIZON.  THIS
 PN1352'STATION IS DESIGNATED AS THE PRIMARY AIRPORT CONTROL STATION
 PN1352
 PN1352                          STATION RECOVERY (2005)
 PN1352
 PN1352'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN1352'RECOVERED AS DESCRIBED IN GOOD CONDITION.  ADD- THE STATION IS 0.2 M
 PN1352'WEST OF WHITE PLASTIC WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1353 ***********************************************************************
 PN1353  SACS        -  This is a Secondary Airport Control Station.
 PN1353  DESIGNATION -  FAA 3WO B
 PN1353  PID         -  PN1353
 PN1353  STATE/COUNTY-  WI/SHAWANO
 PN1353  USGS QUAD   -  SHAWANO (1982)
 PN1353
 PN1353                         *CURRENT SURVEY CONTROL
 PN1353  ___________________________________________________________________
 PN1353* NAD 83(1997)-  44 47 05.44067(N)    088 33 10.99226(W)     ADJUSTED  
 PN1353* NAVD 88     -       246.37   (meters)     808.3    (feet)  GPS OBS   
 PN1353  ___________________________________________________________________
 PN1353  X           -     114,504.922 (meters)                     COMP
 PN1353  Y           -  -4,533,169.369 (meters)                     COMP
 PN1353  Z           -   4,470,557.738 (meters)                     COMP
 PN1353  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 PN1353  ELLIP HEIGHT-         210.18  (meters)          (11/17/99) GPS OBS
 PN1353  GEOID HEIGHT-         -36.09  (meters)                     GEOID03
 PN1353
 PN1353  HORZ ORDER  -  FIRST
 PN1353  ELLP ORDER  -  FIRST     CLASS I
 PN1353
 PN1353.This mark is at Shawano Municipal Airport (3W0)
 PN1353
 PN1353.The horizontal coordinates were established by GPS observations
 PN1353.and adjusted by the National Geodetic Survey in November 1999..
 PN1353
 PN1353.The orthometric height was determined by GPS observations and a
 PN1353.high-resolution geoid model.
 PN1353
 PN1353.GPS derived orthometric heights for airport stations designated as
 PN1353.PACS or SACS are published to 2 decimal places.  This maintains
 PN1353.centimeter relative accuracy between the PACS and SACS.  It does
 PN1353.not indicate centimeter accuracy relative to other marks which are
 PN1353.part of the NAVD 88 network.
 PN1353
 PN1353.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PN1353
 PN1353.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1353
 PN1353.The ellipsoidal height was determined by GPS observations
 PN1353.and is referenced to NAD 83.
 PN1353
 PN1353.The geoid height was determined by GEOID03.
 PN1353
 PN1353;                    North         East     Units Scale Factor Converg.
 PN1353;SPC WI C     -   106,750.520   714,500.622   MT  0.99994197   +1 01 15.4
 PN1353;SPC WI C     -   350,230.66  2,344,157.46   sFT  0.99994197   +1 01 15.4
 PN1353;UTM  16      - 4,960,222.964   377,138.263   MT  0.99978562   -1 05 39.0
 PN1353
 PN1353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1353!SPC WI C     -   0.99996705  x   0.99994197  =   0.99990902
 PN1353!UTM  16      -   0.99996705  x   0.99978562  =   0.99975267
 PN1353
 PN1353:                Primary Azimuth Mark                     Grid Az
 PN1353:SPC WI C     -  FAA 3WO A                                290 58 47.7
 PN1353:UTM  16      -  FAA 3WO A                                293 05 42.1
 PN1353
 PN1353|---------------------------------------------------------------------|
 PN1353| PID    Reference Object                     Distance      Geod. Az  |
 PN1353|                                                           dddmmss.s |
 PN1353| PN1352 FAA 3WO A                           APPROX. 1.2 KM 2920003.1 |
 PN1353|---------------------------------------------------------------------|
 PN1353
 PN1353                          SUPERSEDED SURVEY CONTROL
 PN1353
 PN1353  NAD 83(1991)-  44 47 05.44134(N)    088 33 10.98831(W) AD(       ) 1
 PN1353  ELLIP H (08/19/91)  210.26   (m)                       GP(       ) 4 1
 PN1353  NGVD 29 (08/19/91)  246.4    (m)          808.     (f) GPS OBS        
 PN1353
 PN1353.Superseded values are not recommended for survey control.
 PN1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1353.See file dsdata.txt to determine how the superseded data were derived.
 PN1353
 PN1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ7713860223(NAD 83)
 PN1353_MARKER: I = METAL ROD
 PN1353_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PN1353_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 PN1353_STAMPING: FAA 3WO B 1990
 PN1353_MARK LOGO: NGS   
 PN1353_PROJECTION: FLUSH
 PN1353_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN1353_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PN1353+STABILITY: POSITION/ELEVATION WELL
 PN1353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN1353+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2005
 PN1353_ROD/PIPE-DEPTH: 13.4 meters
 PN1353_SLEEVE-DEPTH  : 1.0 meters
 PN1353
 PN1353  HISTORY     - Date     Condition        Report By
 PN1353  HISTORY     - 1990     MONUMENTED       NGS
 PN1353  HISTORY     - 19990719 GOOD             WOOLPT
 PN1353  HISTORY     - 20050621 GOOD             WIDT
 PN1353
 PN1353                          STATION DESCRIPTION
 PN1353
 PN1353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PN1353'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 MI) NORTHWEST OF BONDUEL, 6.4
 PN1353'KM (4.0 MI) EAST OF THORNTON, 3.2 KM (2.0 MI) NORTHEAST OF SHAWANO
 PN1353'AND AT THE SHAWANO MUNICIPAL AIRPORT.  OWNERSHIP--CITY AND COUNTY OF
 PN1353'SHAWANO, 311 NORTH MAIN STREET, SHAWANO, WI 54166, PHONE
 PN1353'715-526-2230.  THE AIRPORT MANAGER IS CLARENCE SCHAMPERS, 248 AIRPORT
 PN1353'ROAD, SHAWANO, WI 54166, PHONE 715-526-2465.
 PN1353'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 AND COUNTY
 PN1353'ROAD HHH IN EAST SHAWANO, GO NORTH ON COUNTY ROAD HHH FOR 0.9 KM
 PN1353'(0.6 MI) TO A GRAVELED ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST ON
 PN1353'THE AIRPORT ENTRANCE ROAD FOR 0.1 KM (0.1 MI) TO A ROPE GATE AND THE
 PN1353'AIRPORT OFFICE ON THE RIGHT.  PASS THROUGH THE GATE AND CONTINUE EAST
 PN1353'ON THE GRAVELED ROAD FOR ABOUT 100 FEET TO AN APRON AND TAXIWAY.
 PN1353'TURN LEFT AND GO NORTHEAST ACROSS THE APRON AND ALONG A TAXIWAY FOR
 PN1353'0.2 KM (0.1 MI) TO THE RUNWAY.  TURN RIGHT AND GO SOUTHEAST ON THE
 PN1353'RUNWAY FOR 1.0 KM (0.6 MI) TO THE END OF THE RUNWAY AND A TURN-AROUND
 PN1353'AND THE STATION ON THE RIGHT.
 PN1353'THE STATION IS LOCATED 50.3 M (165.0 FT) SOUTHWEST FROM THE CENTERLINE
 PN1353'OF THE RUNWAY, 44.4 M (145.7 FT) NORTHEAST FROM A FENCE AND 5.8 M
 PN1353'(19.0 FT) SOUTHEAST FROM THE SOUTHWEST CORNER OF THE TURN-AROUND.
 PN1353'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PN1353
 PN1353                          STATION RECOVERY (1999)
 PN1353
 PN1353'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1999 (ARL)
 PN1353'THE STATION IS LOCATED APPROXIMATELY 53.14 KM (33.00 MI) NORTHWEST OF
 PN1353'GREEN BAY AND 3.22 KM (2.00 MI) EAST OF SHAWANO AT THE SHAWANO
 PN1353'CITY/COUNTY MUNICIPAL AIRPORT.  OWNERSHIP--CITY AND COUNTY OF SHAWANO.
 PN1353'THE AIRPORT MANAGER IS CLARENCE SCHAMPERS, TELEPHONE 715 526-2465,
 PN1353'CALL 24 HOURS PRIOR TO ACCESSING THE STATION.  TO REACH THE STATION
 PN1353'FROM THE JUNCTION OF STATE HIGHWAYS 22, 29, 47, AND 55 AT THE
 PN1353'INTERSECTION OF MAIN STREET AND GREEN BAY STREET IN THE CITY OF
 PN1353'SHAWANO, GO EAST 3.22 KM (2.00 MI) ON HIGHWAYS 22, 29, 47, AND 55
 PN1353'(GREEN BAY STREET) TO THE INTERSECTION WITH COUNTY HIGHWAY HHH
 PN1353'(AIRPORT ROAD) , TURN LEFT AND GO NORTH 0.64 KM (0.40 MI) ON HIGHWAY
 PN1353'HHH TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT, TURN RIGHT AND GO EAST
 PN1353'0.16 KM (0.10 MI) ON THE AIRPORT ENTRANCE ROAD TO A GATE ON THE LEFT
 PN1353'AND THE AIRPORT TERMINAL AND OFFICE BUILDING ON THE RIGHT, PASS
 PN1353'THROUGH THE GATE AND CONTINUE EAST AND NORTHEAST FOR APPROXIMATELY 30
 PN1353'M (98.4 FT) TO AN APRON AND TAXIWAY, CONTINUE GENERALLY NORTHEAST 0.16
 PN1353'KM (0.10 MI) CROSSING THE APRON AND TRAVELING ALONG THE TAXIWAY TO
 PN1353'RUNWAY 11/29, TURN RIGHT AND GO EAST-SOUTHEAST 1.13 KM (0.70 MI) ALONG
 PN1353'RUNWAY 11/29 TO A TURNAROUND AT THE EAST-SOUTHEAST END OF THE RUNWAY,
 PN1353'CONTINUE EAST-SOUTHEAST APPROXIMATELY 6 M (19.7 FT) BEYOND THE END OF
 PN1353'THE RUNWAY PAVEMENT TO THE STATION ON THE RIGHT.  THE STATION IS A
 PN1353'STAINLESS STEEL ROD ACCESSIBLE THROUGH A 12-CM (5-INCH) DIAMETER LOGO
 PN1353'CAP RECESSED APPROXIMATELY 9 CM (4 INCHES) BELOW GROUND AND
 PN1353'APPROXIMATE 0.35 M (1.15 FT) BELOW THE TURNAROUND PAVEMENT.  THE
 PN1353'STATION IS 50.5 M (165.7 FT) SOUTH-SOUTHWEST OF THE EXTENDED
 PN1353'CENTERLINE OF RUNWAY 11/29, 44.1 M (144.7 FT) NORTH-NORTHEAST OF A
 PN1353'WOVEN WIRE FENCE, 36.0 M (118.1 FT) SOUTH OF THE MOST SOUTHERLY ONE OF
 PN1353'A GROUP OF FOUR THRESHOLD LIGHTS, 5.85 M (19.19 FT) EAST-SOUTHEAST OF
 PN1353'THE SOUTH-SOUTHEAST CORNER OF THE TURNAROUND PAVEMENT, AND ABOUT IN
 PN1353'LINE WITH THE SOUTH-SOUTHWEST EDGE OF THE TURNAROUND PAVEMENT.
 PN1353'---NOTE---THE STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN
 PN1353'6 DEGREES ABOVE THE HORIZON.  THIS STATION IS DESIGNATED AS A
 PN1353'SECONDARY AIRPORT CONTROL STATION.
 PN1353
 PN1353                          STATION RECOVERY (2005)
 PN1353
 PN1353'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN1353'RECOVERED AS DESCRIBED IN GOOD CONDITION.  ADD-- THE STATION IS 0.2 M
 PN1353'WEST OF WHITE PLASTIC WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1671 ***********************************************************************
 NH1671  HT_MOD      -  This is a Height Modernization Survey Station.
 NH1671  PACS        -  This is a Primary Airport Control Station.
 NH1671  DESIGNATION -  FAA 57C B
 NH1671  PID         -  NH1671
 NH1671  STATE/COUNTY-  WI/WALWORTH
 NH1671  USGS QUAD   -  MUKWONAGO (1994)
 NH1671
 NH1671                         *CURRENT SURVEY CONTROL
 NH1671  ___________________________________________________________________
 NH1671* NAD 83(1997)-  42 47 52.06489(N)    088 21 59.36146(W)     ADJUSTED  
 NH1671* NAVD 88     -       260.13   (meters)     853.4    (feet)  GPS OBS   
 NH1671  ___________________________________________________________________
 NH1671  X           -     133,620.605 (meters)                     COMP
 NH1671  Y           -  -4,685,504.836 (meters)                     COMP
 NH1671  Z           -   4,311,199.780 (meters)                     COMP
 NH1671  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 NH1671  ELLIP HEIGHT-         225.83  (meters)          (04/28/99) GPS OBS
 NH1671  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 NH1671
 NH1671  HORZ ORDER  -  A
 NH1671  ELLP ORDER  -  THIRD     CLASS I
 NH1671
 NH1671.This mark is at East Troy Airport (57C)
 NH1671
 NH1671.The horizontal coordinates were established by GPS observations
 NH1671.and adjusted by the National Geodetic Survey in April 1999..
 NH1671
 NH1671.The orthometric height was determined by GPS observations and a
 NH1671.high-resolution geoid model.
 NH1671
 NH1671.GPS derived orthometric heights for airport stations designated as
 NH1671.PACS or SACS are published to 2 decimal places.  This maintains
 NH1671.centimeter relative accuracy between the PACS and SACS.  It does
 NH1671.not indicate centimeter accuracy relative to other marks which are
 NH1671.part of the NAVD 88 network.
 NH1671
 NH1671.Photographs are available for this station.
 NH1671
 NH1671.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1671
 NH1671.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1671
 NH1671.The ellipsoidal height was determined by GPS observations
 NH1671.and is referenced to NAD 83.
 NH1671
 NH1671.The geoid height was determined by GEOID03.
 NH1671
 NH1671;                    North         East     Units Scale Factor Converg.
 NH1671;SPC WI S     -    89,936.996   733,623.784   MT  0.99998763   +1 07 20.6
 NH1671;SPC WI S     -   295,068.29  2,406,897.36   sFT  0.99998763   +1 07 20.6
 NH1671;UTM  16      - 4,739,266.205   388,254.343   MT  0.99975362   -0 55 42.6
 NH1671
 NH1671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1671!SPC WI S     -   0.99996458  x   0.99998763  =   0.99995222
 NH1671!UTM  16      -   0.99996458  x   0.99975362  =   0.99971821
 NH1671
 NH1671:                Primary Azimuth Mark                     Grid Az
 NH1671:SPC WI S     -  FAA 57C A                                251 28 24.4
 NH1671:UTM  16      -  FAA 57C A                                253 31 27.6
 NH1671
 NH1671|---------------------------------------------------------------------|
 NH1671| PID    Reference Object                     Distance      Geod. Az  |
 NH1671|                                                           dddmmss.s |
 NH1671| NH1670 FAA 57C A                           APPROX. 0.8 KM 2523545.0 |
 NH1671|---------------------------------------------------------------------|
 NH1671
 NH1671                          SUPERSEDED SURVEY CONTROL
 NH1671
 NH1671  NAD 83(1991)-  42 47 52.06207(N)    088 21 59.36232(W) AD(       ) 1
 NH1671  ELLIP H (08/19/91)  225.93   (m)                       GP(       ) 4 1
 NH1671  NGVD 29 (08/19/91)  260.2    (m)          854.     (f) GPS OBS        
 NH1671
 NH1671.Superseded values are not recommended for survey control.
 NH1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1671.See file dsdata.txt to determine how the superseded data were derived.
 NH1671
 NH1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8825439266(NAD 83)
 NH1671_MARKER: I = METAL ROD
 NH1671_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NH1671_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NH1671_STAMPING: FAA 57C B 1990
 NH1671_MARK LOGO: NGS   
 NH1671_PROJECTION: FLUSH
 NH1671_MAGNETIC: I = MARKER IS A STEEL ROD
 NH1671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH1671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1671+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2004
 NH1671_ROD/PIPE-DEPTH: 8.5  meters
 NH1671_SLEEVE-DEPTH  : 0.9 meters
 NH1671
 NH1671  HISTORY     - Date     Condition        Report By
 NH1671  HISTORY     - 1990     MONUMENTED       NGS
 NH1671  HISTORY     - 19971117 GOOD             NGS
 NH1671  HISTORY     - 20010911 GOOD             NGS
 NH1671  HISTORY     - 20010920 GOOD             JCLS
 NH1671  HISTORY     - 20010921 GOOD             JCLS
 NH1671  HISTORY     - 2002     GOOD             WIDT
 NH1671  HISTORY     - 20040423 GOOD             JCLS
 NH1671  HISTORY     - 20040426 GOOD             JCLS
 NH1671
 NH1671                          STATION DESCRIPTION
 NH1671
 NH1671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NH1671'THE STAION IS LOCATED 12.9 KM (8.0 MI) NORTHWEST OF WATERFORD, 5.6 KM
 NH1671'(3.5 MI) SOUTHEAST OF MUKWONOGO, 2.5 KM (1.6 MI) NORTHEAST OF EAST
 NH1671'TROY AND AT THE EAST TROY MUNICIPAL AIRPORT.  OWNERSHIP--VILLAGE OF
 NH1671'EAST TROY, 2106 CHURCH STREET, EAST TROY, WI 53120, PHONE
 NH1671'414-642-5338.  THE AIRPORT MANAGER IS HARRY RIESE, P.O.BOX 527, EAST
 NH1671'TROY, WI 53120, PHONE 414-642-7808 OR 414-642-7948.
 NH1671'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 43 AND
 NH1671'STATE HIGHWAY 20, ABOUT 1.6 KM (1.0 MI) EAST OF EAST TROY, GO EAST ON
 NH1671'STATE HIGHWAY 20 FOR 0.3 KM (0.2 MI) TO A PAVED ROAD ON THE LEFT.
 NH1671'TURN LEFT AND GO NORTHEAST ON COUNTY ROAD L FOR 0.3 KM (0.2 MI) TO A
 NH1671'PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTHEAST ON THE AIRPORT
 NH1671'ENTRANCE ROAD FOR 0.1 KM (0.1 MI) TO A T-JUNCTION.  TURN LEFT AND GO
 NH1671'NORTHEAST ON A PAVED ROAD FOR 0.2 KM (0.1 MI) TO A GATE AND TAXIWAY
 NH1671'ON THE RIGHT.  TURN RIGHT, PASSING THROUGH THE GATE, AND GO SOUTHEAST
 NH1671'ON THE TAXIWAY SOUTHWEST ACROSS AN APRON AND SOUTHEAST ALONG A
 NH1671'TAXIWAY FOR 0.4 KM (0.2 MI) TO THE END OF RUNWAY 8.  TURN LEFT AND
 NH1671'NORTHEAST ON THE RUNWAY FOR 1.0 KM (0.6 MI) TO THE STATION ON THE
 NH1671'RIGHT.
 NH1671'THE STATION IS LOCATED 57.0 M (187.0 FT) SOUTHEAST FROM THE CENTERLINE
 NH1671'OF THE RUNWAY, 0.9 M (3.0 FT) EAST FROM A CARSONITE WITNESS POST AND
 NH1671'0.9 M (3.0 FT) WEST FROM A CARSONITE WITNESS POST.
 NH1671'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NH1671
 NH1671                          STATION RECOVERY (1997)
 NH1671
 NH1671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 NH1671'NOTE THIS IS THE PRIMARY AIRPORT CONTROL (PAC) STATION FOR THE EAST
 NH1671'TROY MUNICIPAL (57C) AIRPORT.  THE STATION IS LOCATED ABOUT 44 KM
 NH1671'(27.35 MI) SOUTHWEST OF MILWAUKEE, 2.5 KM (1.55 MI) NORTHEAST OF TROY,
 NH1671'1 KM (0.60 MI) SOUTHEAST OF INTERSTATE HIGHWAY 43, AT THE EAST TROY
 NH1671'MUNICIPAL AIRPORT, NEAR THE EAST END OF THE AIRFIELD, NEAR THE TOP OF
 NH1671'A SLOPE FACING SOUTHWEST TO A FIELD AND TREES, AND IN LINE WITH THE
 NH1671'2ND SET OF RUNWAY LIGHTS SOUTHWEST OF RUNWAY END 26.
 NH1671'OWNERSHIP--VILLAGE OF EAST TROY, HIGHWAY L BUILDING 2085, EAST TROY,
 NH1671'WI 5312O.  AIRPORT MANAGER IS ROBERT L.  WASHBURN.  PHONE
 NH1671'414-642-4374.  TO REACH FROM THE UNDERPASS AT THE JUNCTION OF
 NH1671'INTERSTATE HIGHWAY 43 AND STATE HIGHWAY 20 (EXIT 38) ABOUT 1 KM (0.60
 NH1671'MI) EAST OF EAST TROY, GO EAST ON HIGHWAY 20 FOR 0.50 MI (0.80 KM) TO
 NH1671'A PAVED ROAD LEFT.  TURN LEFT AND GO NORTHWEST ON COUNTY ROAD L FOR
 NH1671'0.5 MI (0.8 KM) TO THE PAVED AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN
 NH1671'RIGHT AND GO SOUTHEAST FOR 0.1 KM (0.05 MI) TO A T-JUNCTION AT A GATE
 NH1671'IN THE PERIMETER FENCE AND THE APRON AHEAD. TURN LEFT AND GO NORTHEAST
 NH1671'ON THE ROAD FOR 0.2 KM (0.10 MI) TO A GATE AND A TAXIWAY ON THE RIGHT.
 NH1671'TURN RIGHT AND GO SOUTHEAST PASSING THROUGH THE GATE AND BETWEEN TWO
 NH1671'ROWS OF HANGARS FOR 0.08 KM (0.05 MI) TO THE PARALLEL TAXIWAY.  TURN
 NH1671'LEFT AND GO EAST-NORTHEAST ALONG THE TAXIWAY FOR 0.9 KM (0.55 MI) TO
 NH1671'THE JUNCTION WITH THE RUNWAY.  CONTINUE AHEAD SOUTH-SOUTHEAST PASSING
 NH1671'AROUND THE RUNWAY END, THEN TURN RIGHT AND GO WEST-SOUTHWEST ALONG THE
 NH1671'RUNWAY FOR 0.075 MI (0.121 KM) TO THE STATION ON THE LEFT.  THE
 NH1671'STATION IS A CENTERPUNCH IN THE TOP CENTER OF A STAINLESS STEEL ROD IN
 NH1671'A 2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE
 NH1671'WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT
 NH1671'IS 57.0 M (187.0 FT) SOUTH-SOUTHEAST OF THE RUNWAY CENTER, 45.7 M
 NH1671'(149.9 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST RUNWAY EDGE, 42.5 M (139.4
 NH1671'FT) SOUTH-SOUTHEAST OF THE 2ND RUNWAY LIGHT FROM THE RUNWAY END, 31.5
 NH1671'M (103.3 FT) SOUTH-SOUTHEAST OF THE CENTER OF A DRAINAGE DITCH, AND
 NH1671'0.95 M (3.12 FT) WEST-SOUTHWEST OF A FIBERGLASS WITNESS POST.
 NH1671
 NH1671                          STATION RECOVERY (2001)
 NH1671
 NH1671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (JBW)
 NH1671'RECOVERED AS DESCRIBED.
 NH1671
 NH1671                          STATION RECOVERY (2001)
 NH1671
 NH1671'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 NH1671'RECOVERED IN GOOD CONDITION.
 NH1671
 NH1671                          STATION RECOVERY (2001)
 NH1671
 NH1671'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (MRY)
 NH1671'RECOVERED AS DESCRIBED.
 NH1671
 NH1671                          STATION RECOVERY (2002)
 NH1671
 NH1671'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (DJH)
 NH1671'RECOVERED AS DESCRIBED.
 NH1671' 
 NH1671'
 NH1671
 NH1671                          STATION RECOVERY (2004)
 NH1671
 NH1671'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 NH1671'RECOVERED IN GOOD CONDITION.
 NH1671
 NH1671                          STATION RECOVERY (2004)
 NH1671
 NH1671'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 NH1671'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1674 ***********************************************************************
 NH1674  PACS        -  This is a Primary Airport Control Station.
 NH1674  DESIGNATION -  FAA 61C A
 NH1674  PID         -  NH1674
 NH1674  STATE/COUNTY-  WI/JEFFERSON
 NH1674  USGS QUAD   -  FORT ATKINSON (1971)
 NH1674
 NH1674                         *CURRENT SURVEY CONTROL
 NH1674  ___________________________________________________________________
 NH1674* NAD 83(1997)-  42 57 50.54443(N)    088 48 59.68078(W)     ADJUSTED  
 NH1674* NAVD 88     -       243.118  (meters)     797.63   (feet)  ADJUSTED  
 NH1674  ___________________________________________________________________
 NH1674  X           -      96,549.922 (meters)                     COMP
 NH1674  Y           -  -4,673,832.606 (meters)                     COMP
 NH1674  Z           -   4,324,721.602 (meters)                     COMP
 NH1674  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 NH1674  ELLIP HEIGHT-         208.88  (meters)          (04/28/99) GPS OBS
 NH1674  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 NH1674  DYNAMIC HT  -         243.054 (meters)     797.42  (feet)  COMP
 NH1674  MODELED GRAV-     980,351.2   (mgal)                       NAVD 88
 NH1674
 NH1674  HORZ ORDER  -  A
 NH1674  VERT ORDER  -  SECOND    CLASS I
 NH1674  ELLP ORDER  -  THIRD     CLASS I
 NH1674
 NH1674.This mark is at Fort Atkinson Municipal Airport (61C)
 NH1674
 NH1674.The horizontal coordinates were established by GPS observations
 NH1674.and adjusted by the National Geodetic Survey in April 1999..
 NH1674
 NH1674.The orthometric height was determined by differential leveling
 NH1674.and adjusted by the National Geodetic Survey in February 2004..
 NH1674
 NH1674.Photographs are available for this station.
 NH1674
 NH1674.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1674
 NH1674.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1674
 NH1674.The ellipsoidal height was determined by GPS observations
 NH1674.and is referenced to NAD 83.
 NH1674
 NH1674.The geoid height was determined by GEOID03.
 NH1674
 NH1674.The dynamic height is computed by dividing the NAVD 88
 NH1674.geopotential number by the normal gravity value computed on the
 NH1674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH1674.degrees latitude (g = 980.6199 gals.).
 NH1674
 NH1674.The modeled gravity was interpolated from observed gravity values.
 NH1674
 NH1674;                    North         East     Units Scale Factor Converg.
 NH1674;SPC WI S     -   107,780.915   696,546.670   MT  0.99996149   +0 48 47.3
 NH1674;SPC WI S     -   353,611.22  2,285,253.53   sFT  0.99996149   +0 48 47.3
 NH1674;UTM  16      - 4,758,422.493   351,845.598   MT  0.99987003   -1 14 17.9
 NH1674
 NH1674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1674!SPC WI S     -   0.99996724  x   0.99996149  =   0.99992873
 NH1674!UTM  16      -   0.99996724  x   0.99987003  =   0.99983728
 NH1674
 NH1674:                Primary Azimuth Mark                     Grid Az
 NH1674:SPC WI S     -  FAA 61C B                                033 09 05.0
 NH1674:UTM  16      -  FAA 61C B                                035 12 10.2
 NH1674
 NH1674|---------------------------------------------------------------------|
 NH1674| PID    Reference Object                     Distance      Geod. Az  |
 NH1674|                                                           dddmmss.s |
 NH1674| NH1675 FAA 61C B                           480.398 METERS 0335752.3 |
 NH1674|---------------------------------------------------------------------|
 NH1674
 NH1674                          SUPERSEDED SURVEY CONTROL
 NH1674
 NH1674  NAD 83(1991)-  42 57 50.54040(N)    088 48 59.67631(W) AD(       ) 1
 NH1674  ELLIP H (08/19/91)  208.98   (m)                       GP(       ) 4 1
 NH1674  NGVD 29 (08/19/91)  243.2    (m)          798.     (f) GPS OBS        
 NH1674
 NH1674.Superseded values are not recommended for survey control.
 NH1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1674.See file dsdata.txt to determine how the superseded data were derived.
 NH1674
 NH1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5184658422(NAD 83)
 NH1674_MARKER: F = FLANGE-ENCASED ROD
 NH1674_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NH1674_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NH1674_STAMPING: FAA 61C A 1990
 NH1674_MARK LOGO: NGS   
 NH1674_PROJECTION: FLUSH
 NH1674_MAGNETIC: I = MARKER IS A STEEL ROD
 NH1674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH1674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1674+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2001
 NH1674_ROD/PIPE-DEPTH: 8.4  meters
 NH1674_SLEEVE-DEPTH  : 0.90 meters
 NH1674
 NH1674  HISTORY     - Date     Condition        Report By
 NH1674  HISTORY     - 1990     MONUMENTED       NGS
 NH1674  HISTORY     - 19971201 GOOD             NGS
 NH1674  HISTORY     - 20010416 GOOD             WIDT
 NH1674
 NH1674                          STATION DESCRIPTION
 NH1674
 NH1674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NH1674'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) SOUTH OF JEFFERSON, 4.8
 NH1674'KM (3.0 MI) NORTHEAST OF FORT ATKINSON AND AT THE FORT ATKINSON
 NH1674'MUNICIPAL AIRPORT.  OWNERSHIP-CITY OF FORT ATKINSON, 101 NORTH MAIN
 NH1674'STREET, FORT ATKINSON, WI 53538, PHONE 414-563-5584.  THE ACTING
 NH1674'AIRPORT MANAGER IS RUDY BUSHCOTT (ASSIT. CITY ENGINEER), 101 NORTH
 NH1674'MAIN STREET, FORT ATKINSON, WI 53538, PHONE 414-563-5584.
 NH1674'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 (NORTH MAIN
 NH1674'STREET) AND STATE HIGHWAY 26 (NORTH 3RD STREET) IN FORT ATKINSON, GO
 NH1674'NORTHERLY ON STATE HIGHWAY 26 FOR 4.8 KM (3.0 MI) TO A PAVED ROAD ON
 NH1674'THE RIGHT.  TURN RIGHT AND GO EAST ON AIRPORT ROAD FOR 0.9 KM
 NH1674'(0.6 MI) TO A T-JUNCTION.  TURN RIGHT AND GO SOUTHWEST ON COUNTY ROAD
 NH1674'K 0.7 KM (0.4 MI) TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT AND WEST
 NH1674'ON THE AIRPORT ENTRANCE ROAD FOR 0.2 KM (0.1 MI) TO A LOCKED GATE AND
 NH1674'A TAXIWAY.  PASS THROUGH THE GATE AND CONTINUE WEST ON THE TAXIWAY
 NH1674'FOR 0.2 KM (0.1 MI) TO THE RUNWAY AND THE STATION ON THE LEFT.
 NH1674'THE STATION IS LOCATED 49.5 M (162.4 FT) NORTHWEST FROM THE WINDSOCK
 NH1674'POLE, 35.0 M (114.8 FT) SOUTHWEST FROM THE CENTERLINE OF THE RUNWAY,
 NH1674'31.6 M (103.7 FT) SOUTHEAST FROM THE CENTERLINE OF A TAXIWAY, 22.0 M
 NH1674'(72.2 FT) SOUTH FROM TAXIWAY LIGHT NUMBER 64 AND 0.3 M (1.0 FT)
 NH1674'SOUTHEAST FROM A CARSONITE WITNESS POST.  NOTE--THIS AIRPORT IS
 NH1674'UNATTENDED.
 NH1674'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NH1674
 NH1674                          STATION RECOVERY (1997)
 NH1674
 NH1674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 NH1674'NOTE--THIS IS THE PRIMARY AIRPORT CONTROL (PAC) STATION FOR THE FORT
 NH1674'ATKINSON MUNICIPAL (61C) AIRPORT.  THE STATION IS LOCATED ABOUT 42 KM
 NH1674'(26.10 MI) EAST-SOUTHEAST OF MADISON, 19 KM (11.80 MI) SOUTH OF
 NH1674'INTERSTATE HIGHWAY 94, 4 KM (2.50 MI) NORTHEAST OF FORT ATKINSON ABOUT
 NH1674'MIDWAY BETWEEN FORT ATKINSON AND JEFFERSON AT THE FORT ATKINSON
 NH1674'MUNICIPAL AIRPORT, NEAR MIDFIELD, AND IN THE SOUTH QUADRANT OF THE
 NH1674'JUNCTION OF THE RUNWAY AND THE CONNECTOR TAXIWAY FROM THE APRON.
 NH1674'OWNERSHIP--CITY OF FORT ATKINSON, 101 NORTH MAIN STREET, FORT
 NH1674'ATKINSON, WI 53538.  AIRPORT MANAGER IS RUDY BUSHCOTT (ASSISTANT CITY
 NH1674'ENGINEER) .  PHONE 920-563-7760.  TO REACH FROM THE OVERPASS AT THE
 NH1674'JUNCTION OF U.S.  HIGHWAY 12 AND STATE HIGHWAY 26 NEAR THE WEST SIDE
 NH1674'OF FORT ATKINSON, GO NORTHERLY ON HIGHWAY 26 FOR 2.91 KM (1.80 MI) TO
 NH1674'THE OVERPASS AT THE JUNCTION OF BUSINESS HIGHWAY 26 NEAR THE NORTH
 NH1674'SIDE OF FORT ATKINSON.  CONTINUE NORTHERLY ON HIGHWAY 26 FOR 2.10 KM
 NH1674'(1.30 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO EAST ON AIRPORT
 NH1674'ROAD FOR 0.89 KM (0.55 MI) TO A PAVED T-JUNCTION.  TURN RIGHT AND GO
 NH1674'SOUTHWEST ON COUNTY ROAD K FOR 0.72 KM (0.45 MI) TO THE AIRPORT
 NH1674'ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTHWEST ON THE ROAD
 NH1674'FOR 0.2 KM (0.10 MI) TO A LOCKED GATE AND A TAXIWAY.  PASS THROUGH THE
 NH1674'GATE AND PROCEED NORTHWEST ALONG THE TAXIWAY FOR 0.21 KM (0.15 MI) TO
 NH1674'THE STATION ON THE LEFT JUST BEFORE THE RUNWAY.  THE STATION IS A
 NH1674'CENTERPUNCH IN THE TOP CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM
 NH1674'GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A
 NH1674'LOGO CAP SURROUNDED BY CONCRETE FLUSH WITH THE GROUND. IT IS 49.7 M
 NH1674'(163.1 FT) NORTHWEST OF THE WINDSOCK POLE, 34.9 M (114.5 FT)
 NH1674'SOUTH-SOUTHWEST OF THE TAXIWAY CENTER, 30.1 M (98.8 FT) EAST-SOUTHEAST
 NH1674'OF THE RUNWAY CENTER, 22.0 M (72.2 FT) SOUTH-SOUTHEAST OF THE EAST 1
 NH1674'OF 2 TAXIWAY LIGHTS AT THE RUNWAY JUNCTION (LIGHT NUMBER 64) , 19.3 M
 NH1674'(63.3 FT) EAST-SOUTHEAST OF RUNWAY LIGHT NUMBER 66, 7.1 M (23.3 FT)
 NH1674'WEST-NORTHWEST OF THE EXTENDED STOP LINE CENTER, AND 0.3 M (1.0 FT)
 NH1674'SOUTHEAST OF A FIBERGLASS WITNESS POST.
 NH1674
 NH1674                          STATION RECOVERY (2001)
 NH1674
 NH1674'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 NH1674'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1675 ***********************************************************************
 NH1675  DESIGNATION -  FAA 61C B
 NH1675  PID         -  NH1675
 NH1675  STATE/COUNTY-  WI/JEFFERSON
 NH1675  USGS QUAD   -  FORT ATKINSON (1971)
 NH1675
 NH1675                         *CURRENT SURVEY CONTROL
 NH1675  ___________________________________________________________________
 NH1675* NAD 83(1997)-  42 58 03.45573(N)    088 48 47.83776(W)     ADJUSTED  
 NH1675* NAVD 88     -       242.7    (meters)     796.     (feet)  VERTCON   
 NH1675  ___________________________________________________________________
 NH1675  X           -      96,812.647 (meters)                     COMP
 NH1675  Y           -  -4,673,555.264 (meters)                     COMP
 NH1675  Z           -   4,325,012.900 (meters)                     COMP
 NH1675  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 NH1675  ELLIP HEIGHT-         208.49  (meters)          (09/30/02) GPS OBS
 NH1675  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 NH1675
 NH1675  HORZ ORDER  -  FIRST
 NH1675  ELLP ORDER  -  FOURTH    CLASS I
 NH1675
 NH1675.This mark is at Fort Atkinson Municipal Airport (61C)
 NH1675
 NH1675.The horizontal coordinates were established by GPS observations
 NH1675.and adjusted by the National Geodetic Survey in September 2002..
 NH1675
 NH1675.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1675
 NH1675.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1675
 NH1675.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1675
 NH1675.The ellipsoidal height was determined by GPS observations
 NH1675.and is referenced to NAD 83.
 NH1675
 NH1675.The geoid height was determined by GEOID03.
 NH1675
 NH1675;                    North         East     Units Scale Factor Converg.
 NH1675;SPC WI S     -   108,183.102   696,809.367   MT  0.99996101   +0 48 55.4
 NH1675;SPC WI S     -   354,930.73  2,286,115.40   sFT  0.99996101   +0 48 55.4
 NH1675;UTM  16      - 4,758,814.982   352,122.499   MT  0.99986902   -1 14 10.1
 NH1675
 NH1675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1675!SPC WI S     -   0.99996730  x   0.99996101  =   0.99992832
 NH1675!UTM  16      -   0.99996730  x   0.99986902  =   0.99983633
 NH1675
 NH1675:                Primary Azimuth Mark                     Grid Az
 NH1675:SPC WI S     -  FAA 61C A                                213 09 05.0
 NH1675:UTM  16      -  FAA 61C A                                215 12 10.5
 NH1675
 NH1675|---------------------------------------------------------------------|
 NH1675| PID    Reference Object                     Distance      Geod. Az  |
 NH1675|                                                           dddmmss.s |
 NH1675| NH1674 FAA 61C A                           480.398 METERS 2135800.4 |
 NH1675|---------------------------------------------------------------------|
 NH1675
 NH1675                          SUPERSEDED SURVEY CONTROL
 NH1675
 NH1675  NAD 83(1991)-  42 58 03.45171(N)    088 48 47.83330(W) AD(       ) 1
 NH1675  ELLIP H (08/19/91)  208.60   (m)                       GP(       ) 4 1
 NH1675  NGVD 29 (08/19/91)  242.8    (m)          797.     (f) GPS OBS        
 NH1675
 NH1675.Superseded values are not recommended for survey control.
 NH1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1675.See file dsdata.txt to determine how the superseded data were derived.
 NH1675
 NH1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5212258815(NAD 83)
 NH1675_MARKER: I = METAL ROD
 NH1675_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NH1675_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NH1675_STAMPING: FAA 61C B 1990
 NH1675_MARK LOGO: NGS   
 NH1675_PROJECTION: FLUSH
 NH1675_MAGNETIC: N = NO MAGNETIC MATERIAL
 NH1675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH1675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1675+SATELLITE: SATELLITE OBSERVATIONS - 1990
 NH1675_ROD/PIPE-DEPTH: 8.4  meters
 NH1675_SLEEVE-DEPTH  : 0.91 meters
 NH1675
 NH1675  HISTORY     - Date     Condition        Report By
 NH1675  HISTORY     - 1990     MONUMENTED       NGS
 NH1675
 NH1675                          STATION DESCRIPTION
 NH1675
 NH1675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NH1675'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) SOUTH OF JEFFERSON, 4.8
 NH1675'KM (3.0 MI) NORTHEAST OF FORT ATKINSON AND AT THE FORT ATKINSON
 NH1675'MUNICIPAL AIRPORT.  OWNERSHIP-CITY OF FORT ATKINSON, 101 NORTH MAIN
 NH1675'STREET, FORT ATKINSON, WI 53538, PHONE 414-563-5584.  THE ACTING
 NH1675'AIRPORT MANAGER IS RUDY BUSHCOTT (ASSIT. CITY ENGINEER), 101 NORTH
 NH1675'MAIN STREET, FORT ATKINSON, WI 53538, PHONE 414-563-5584.
 NH1675'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 (NORTH MAIN
 NH1675'STREET) AND STATE HIGHWAY 26 (NORTH 3RD STREET) IN FORT ATKINSON, GO
 NH1675'NORTHERLY ON STATE HIGHWAY 26 FOR 4.8 KM (3.0 MI) TO A PAVED ROAD ON
 NH1675'THE RIGHT.  TURN RIGHT AND GO EAST ON AIRPORT ROAD FOR 0.9 KM
 NH1675'(0.6 MI) TO A T-JUNCTION.  TURN RIGHT AND GO SOUTHWEST ON COUNTY ROAD
 NH1675'K 0.7 KM (0.4 MI) TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT AND WEST
 NH1675'ON THE AIRPORT ENTRANCE ROAD FOR 0.2 KM (0.1 MI) TO A LOCKED GATE AND
 NH1675'A TAXIWAY.  PASS THROUGH THE GATE AND CONTINUE WEST ON THE TAXIWAY
 NH1675'FOR 0.2 KM (0.1 MI) TO THE RUNWAY.  TURN RIGHT AND GO NORTHWEST ON
 NH1675'THE RUNWAY FOR 0.48 KM (0.30 MI) TO THE END OF RUNWAY 21.  TURN RIGHT
 NH1675'AND GO SOUTHEAST ACROSS A TURN-AROUND FOR ABOUT 150 FEET TO A PAVED
 NH1675'ROAD LEADING TO THE HANGARS AND THE STATION ON THE LEFT ON A SMALL
 NH1675'KNOLL.
 NH1675'THE STATION IS LOCATED 38.4 M (126.0 FT) EAST FROM THE EAST CORNER OF
 NH1675'THE TURN-AROUND OF RUNWAY 21, 27.8 M (91.2 FT) NORTHEAST FROM THE
 NH1675'CENTER OF A PAVED ROAD, 19.4 M (63.6 FT) EAST FROM THE NORTHEAST
 NH1675'CORNER OF A 24-INCH CONCRETE PIPE CULVERT UNDER THE TURNAROUND AND
 NH1675'0.75 M (2.46 FT) SOUTHEAST FROM A CARSONITE WITNESS POST.  NOTE--THIS
 NH1675'AIRPORT IS UNATTENDED.
 NH1675'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0780 ***********************************************************************
 PO0780  PACS        -  This is a Primary Airport Control Station.
 PO0780  DESIGNATION -  FAA 77C A
 PO0780  PID         -  PO0780
 PO0780  STATE/COUNTY-  WI/JUNEAU
 PO0780  USGS QUAD   -  NECEDAH (1969)
 PO0780
 PO0780                         *CURRENT SURVEY CONTROL
 PO0780  ___________________________________________________________________
 PO0780* NAD 83(1997)-  44 02 05.49316(N)    090 05 04.95074(W)     ADJUSTED  
 PO0780* NAVD 88     -       277.73   (meters)     911.2    (feet)  GPS OBS   
 PO0780  ___________________________________________________________________
 PO0780  X           -      -6,790.426 (meters)                     COMP
 PO0780  Y           -  -4,592,954.337 (meters)                     COMP
 PO0780  Z           -   4,411,045.696 (meters)                     COMP
 PO0780  LAPLACE CORR-          -5.36  (seconds)                    DEFLEC99
 PO0780  ELLIP HEIGHT-         242.68  (meters)          (08/01/05) GPS OBS
 PO0780  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 PO0780
 PO0780  HORZ ORDER  -  A
 PO0780  ELLP ORDER  -  THIRD     CLASS I
 PO0780
 PO0780.This mark is at Necedah Airport (DAF)
 PO0780
 PO0780.The horizontal coordinates were established by GPS observations
 PO0780.and adjusted by the National Geodetic Survey in April 1999..
 PO0780
 PO0780.The orthometric height was determined by GPS observations and a
 PO0780.high-resolution geoid model.
 PO0780
 PO0780.GPS derived orthometric heights for airport stations designated as
 PO0780.PACS or SACS are published to 2 decimal places.  This maintains
 PO0780.centimeter relative accuracy between the PACS and SACS.  It does
 PO0780.not indicate centimeter accuracy relative to other marks which are
 PO0780.part of the NAVD 88 network.
 PO0780
 PO0780.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PO0780
 PO0780.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0780
 PO0780.The ellipsoidal height was determined by GPS observations
 PO0780.and is referenced to NAD 83.
 PO0780
 PO0780.The geoid height was determined by GEOID03.
 PO0780
 PO0780;                    North         East     Units Scale Factor Converg.
 PO0780;SPC WI S     -   226,063.794   593,209.874   MT  0.99999369   -0 03 29.5
 PO0780;SPC WI S     -   741,677.63  1,946,222.73   sFT  0.99999369   -0 03 29.5
 PO0780;SPC WI C     -    22,396.958   593,209.508   MT  1.00004762   -0 03 35.2
 PO0780;SPC WI C     -    73,480.69  1,946,221.53   sFT  1.00004762   -0 03 35.2
 PO0780;UTM  15      - 4,879,877.291   733,597.547   MT  1.00027118   +2 01 38.4
 PO0780
 PO0780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0780!SPC WI S     -   0.99996195  x   0.99999369  =   0.99995564
 PO0780!SPC WI C     -   0.99996195  x   1.00004762  =   1.00000957
 PO0780!UTM  15      -   0.99996195  x   1.00027118  =   1.00023312
 PO0780
 PO0780:                Primary Azimuth Mark                     Grid Az
 PO0780:SPC WI S     -  FAA 77C B                                178 58 28.3
 PO0780:SPC WI C     -  FAA 77C B                                178 58 34.0
 PO0780:UTM  15      -  FAA 77C B                                176 53 20.4
 PO0780
 PO0780|---------------------------------------------------------------------|
 PO0780| PID    Reference Object                     Distance      Geod. Az  |
 PO0780|                                                           dddmmss.s |
 PO0780| PO0781 FAA 77C B                           APPROX. 0.5 KM 1785458.8 |
 PO0780|---------------------------------------------------------------------|
 PO0780
 PO0780                          SUPERSEDED SURVEY CONTROL
 PO0780
 PO0780  ELLIP H (04/28/99)  242.71   (m)                       GP(       ) 3 1
 PO0780  NAD 83(1991)-  44 02 05.49164(N)    090 05 04.94990(W) AD(       ) 1
 PO0780  ELLIP H (08/19/91)  242.72   (m)                       GP(       ) 4 1
 PO0780  NGVD 29 (08/19/91)  277.7    (m)          911.     (f) GPS OBS        
 PO0780
 PO0780.Superseded values are not recommended for survey control.
 PO0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0780.See file dsdata.txt to determine how the superseded data were derived.
 PO0780
 PO0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ3359879877(NAD 83)
 PO0780_MARKER: F = FLANGE-ENCASED ROD
 PO0780_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PO0780_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 PO0780_STAMPING: FAA 77C A 1990
 PO0780_MARK LOGO: NGS   
 PO0780_PROJECTION: RECESSED 8 CENTIMETERS
 PO0780_MAGNETIC: I = MARKER IS A STEEL ROD
 PO0780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PO0780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PO0780+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2006
 PO0780_ROD/PIPE-DEPTH: 13.4 meters
 PO0780_SLEEVE-DEPTH  : 1.0 meters
 PO0780
 PO0780  HISTORY     - Date     Condition        Report By
 PO0780  HISTORY     - 1990     MONUMENTED       NGS
 PO0780  HISTORY     - 19971130 GOOD             NGS
 PO0780  HISTORY     - 20040708 GOOD             WIDT
 PO0780  HISTORY     - 20040816 GOOD             WIDT
 PO0780  HISTORY     - 20040816 GOOD             WIDT
 PO0780  HISTORY     - 20060421 GOOD             JCLS
 PO0780
 PO0780                          STATION DESCRIPTION
 PO0780
 PO0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PO0780'THE STATION IS LOCATED ABOUT 19.3 KM (12.0 MI) NORTH OF NEW LIBSON,
 PO0780'12.9 KM (8.0 MI) EAST OF WYEVILLE, 1.0 KM (0.6 MI) NORTHWEST OF
 PO0780'NECEDAH AND AT THE NECEDAH AIRPORT.  OWNERSHIP-VILLAGE OF NECEDAH,
 PO0780'VILLAGE HALL, NECEDAH, WI 54646, PHONE 608-565-2260.  THE AIRPORT
 PO0780'MANAGER IS JACK JASINSKI, STAR ROUTE WEST, BOX 450, NECEDAH, WI
 PO0780'54646, PHONE 608-565-2299 OR HOME 608-565-7248.
 PO0780'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 21 AND 80 IN
 PO0780'NECEDAH, GO NORTHWEST ON STATE HIGHWAY 80 FOR 1.1 KM (0.7 MI) TO A
 PO0780'CROSSROAD.  TURN LEFT AND GO WEST ON MIDDLE STREET FOR 0.4 KM
 PO0780'(0.2 MI) TO THE AIRPORT ENTRANCE AND AN APRON.  CONTINUE WEST ACROSS
 PO0780'THE APRON FOR 0.1 KM (0.1 MI) TO A TAXIWAY ON THE RIGHT.  TURN RIGHT
 PO0780'AND GO NORTH ON THE TAXIWAY FOR 0.2 KM (0.1 MI) TO A TAXIWAY ON THE
 PO0780'LEFT. TURN LEFT AND GO WEST ON THE TAXIWAY FOR 0.1 KM (0.1 MI) TO THE
 PO0780'RUNWAY AND THE STATION ON THE LEFT.
 PO0780'THE STATION IS LOCATED 34.05 M (111.71 FT) EAST FROM THE CENTERLINE OF
 PO0780'THE RUNWAY, 27.4 M (89.9 FT) WEST FROM THE CENTER OF A TAXIWAY AND
 PO0780'23.8 M (78.1 FT) SOUTH FROM THE CENTER OF A TAXIWAY.  NOTE-THIS
 PO0780'AIRPORT IS ATTENDED ONLY PART TIME.
 PO0780'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PO0780
 PO0780                          STATION RECOVERY (1997)
 PO0780
 PO0780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 PO0780'NOTE--THIS IS THE PRIMARY AIRPORT CONTROL (PAC) STATION FOR THE
 PO0780'NECEDAH (DAF) AIRPORT.  THE STATION IS LOCATED NEAR THE NORTHWEST SIDE
 PO0780'OF NECEDAH AT THE NECEDAH AIRPORT, NEAR MIDFIELD, IN THE SOUTHEAST
 PO0780'QUADRANT OF THE JUNCTION OF THE RUNWAY AND THE NORTH CONNECTOR TAXIWAY
 PO0780'FROM A GROUP OF HANGARS.  OWNERSHIP--VILLAGE OF NECEDAH, VILLAGE HALL,
 PO0780'NECEDAH, WI 54646.  AIRPORT MANAGER IS JACK JASINSKI, W7827 20TH
 PO0780'STREET WEST, NECEDAH, WI 54646.  PHONE 608-565-2299 OR 608-565-7248.
 PO0780'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 21 AND 80 IN NECEDAH, GO
 PO0780'NORTHWEST ON HIGHWAY 80 FOR 1.05 KM (0.65 MI) TO A PAVED ROAD LEFT.
 PO0780'TURN LEFT, WEST, ON MIDDLE STREET FOR 0.40 KM (0.25 MI) TO THE APRON,
 PO0780'AIRPORT OFFICE AND A TAXIWAY ON THE RIGHT.  TURN RIGHT AND GO NORTH
 PO0780'ALONG THE TAXIWAY FOR 0.16 KM (0.10 MI) TO THE JUNCTION OF A TAXIWAY.
 PO0780'TURN LEFT AND GO WEST ALONG THE TAXIWAY FOR 0.16 KM (0.10 MI) TO THE
 PO0780'STATION ON THE LEFT.  THE STATION IS A CENTERPUNCH IN THE TOP CENTER
 PO0780'OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE 90 CM LONG
 PO0780'ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE
 PO0780'RECESSED 8 CM BELOW THE GROUND.  IT IS 42.4 M (139.1 FT) WEST OF THE
 PO0780'NORTHWEST CORNER OF THE NORTH MOST HANGAR, 33.7 M (110.6 FT) EAST OF
 PO0780'THE RUNWAY CENTER, 27.4 M (89.9 FT) WEST OF A GRAVEL TAXIWAY, 23.4 M
 PO0780'(76.8 FT) SOUTH OF THE CONNECTOR TAXIWAY CENTER, AND 0.9 M (3.0 FT)
 PO0780'NORTH OF THE EXTENDED NORTH FACE OF THE HANGAR.
 PO0780
 PO0780                          STATION RECOVERY (2004)
 PO0780
 PO0780'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 PO0780'RECOVERED AS DESCRIBED.
 PO0780
 PO0780                          STATION RECOVERY (2004)
 PO0780
 PO0780'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 PO0780'RECOVERED AS DESCRIBED.
 PO0780
 PO0780                          STATION RECOVERY (2004)
 PO0780
 PO0780'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 PO0780'RECOVERED AS DESCRIBED.
 PO0780
 PO0780                          STATION RECOVERY (2006)
 PO0780
 PO0780'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 PO0780'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0781 ***********************************************************************
 PO0781  DESIGNATION -  FAA 77C B
 PO0781  PID         -  PO0781
 PO0781  STATE/COUNTY-  WI/JUNEAU
 PO0781  USGS QUAD   -  NECEDAH (1969)
 PO0781
 PO0781                         *CURRENT SURVEY CONTROL
 PO0781  ___________________________________________________________________
 PO0781* NAD 83(1997)-  44 01 48.26983(N)    090 05 04.49918(W)     ADJUSTED  
 PO0781* NAVD 88     -       279.4    (meters)     917.     (feet)  VERTCON   
 PO0781  ___________________________________________________________________
 PO0781  X           -      -6,780.918 (meters)                     COMP
 PO0781  Y           -  -4,593,325.116 (meters)                     COMP
 PO0781  Z           -   4,410,664.711 (meters)                     COMP
 PO0781  LAPLACE CORR-          -5.38  (seconds)                    DEFLEC99
 PO0781  ELLIP HEIGHT-         244.43  (meters)          (09/30/02) GPS OBS
 PO0781  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 PO0781
 PO0781  HORZ ORDER  -  FIRST
 PO0781  ELLP ORDER  -  FOURTH    CLASS I
 PO0781
 PO0781.This mark is at Necedah Airport (DAF)
 PO0781
 PO0781.The horizontal coordinates were established by GPS observations
 PO0781.and adjusted by the National Geodetic Survey in September 2002..
 PO0781
 PO0781.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0781
 PO0781.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PO0781
 PO0781.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0781
 PO0781.The ellipsoidal height was determined by GPS observations
 PO0781.and is referenced to NAD 83.
 PO0781
 PO0781.The geoid height was determined by GEOID03.
 PO0781
 PO0781;                    North         East     Units Scale Factor Converg.
 PO0781;SPC WI S     -   225,532.195   593,219.389   MT  0.99999277   -0 03 29.2
 PO0781;SPC WI S     -   739,933.54  1,946,253.95   sFT  0.99999277   -0 03 29.2
 PO0781;SPC WI C     -    21,865.330   593,219.009   MT  1.00004883   -0 03 34.8
 PO0781;SPC WI C     -    71,736.50  1,946,252.70   sFT  1.00004883   -0 03 34.8
 PO0781;UTM  15      - 4,879,346.242   733,626.409   MT  1.00027135   +2 01 38.0
 PO0781
 PO0781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0781!SPC WI S     -   0.99996167  x   0.99999277  =   0.99995444
 PO0781!SPC WI C     -   0.99996167  x   1.00004883  =   1.00001050
 PO0781!UTM  15      -   0.99996167  x   1.00027135  =   1.00023301
 PO0781
 PO0781:                Primary Azimuth Mark                     Grid Az
 PO0781:SPC WI S     -  FAA 77C A                                358 58 28.3
 PO0781:SPC WI C     -  FAA 77C A                                358 58 33.9
 PO0781:UTM  15      -  FAA 77C A                                356 53 21.1
 PO0781
 PO0781|---------------------------------------------------------------------|
 PO0781| PID    Reference Object                     Distance      Geod. Az  |
 PO0781|                                                           dddmmss.s |
 PO0781| PO0780 FAA 77C A                           APPROX. 0.5 KM 3585459.1 |
 PO0781|---------------------------------------------------------------------|
 PO0781
 PO0781                          SUPERSEDED SURVEY CONTROL
 PO0781
 PO0781  NAD 83(1991)-  44 01 48.26898(N)    090 05 04.49789(W) AD(       ) 1
 PO0781  ELLIP H (08/19/91)  244.45   (m)                       GP(       ) 4 1
 PO0781  NGVD 29 (08/19/91)  279.4    (m)          917.     (f) GPS OBS        
 PO0781
 PO0781.Superseded values are not recommended for survey control.
 PO0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0781.See file dsdata.txt to determine how the superseded data were derived.
 PO0781
 PO0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ3362679346(NAD 83)
 PO0781_MARKER: F = FLANGE-ENCASED ROD
 PO0781_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PO0781_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 PO0781_STAMPING: FAA 77C B 1990
 PO0781_MARK LOGO: NGS   
 PO0781_PROJECTION: FLUSH
 PO0781_MAGNETIC: I = MARKER IS A STEEL ROD
 PO0781_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PO0781+STABILITY: POSITION/ELEVATION WELL
 PO0781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PO0781+SATELLITE: SATELLITE OBSERVATIONS - 2004
 PO0781_ROD/PIPE-DEPTH: 8.6  meters
 PO0781
 PO0781  HISTORY     - Date     Condition        Report By
 PO0781  HISTORY     - 1990     MONUMENTED       NGS
 PO0781  HISTORY     - 2004     GOOD             WIDT
 PO0781
 PO0781                          STATION DESCRIPTION
 PO0781
 PO0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PO0781'THE STATION IS LOCATED ABOUT 19.3 KM (12.0 MI) NORTH OF NEW LIBSON,
 PO0781'12.9 KM (8.0 MI) EAST OF WYEVILLE, 1.0 KM (0.6 MI) NORTHWEST OF
 PO0781'NECEDAH AND AT THE NECEDAH AIRPORT.  OWNERSHIP--VILLAGE OF NECEDAH,
 PO0781'VILLAGE HALL, NECEDAH, WI 54646, PHONE 608-565-2260.  THE AIRPORT
 PO0781'MANAGER IS JACK JASINSKI, STAR ROUTE WEST, BOX 450, NECEDAH, WI
 PO0781'54646. PHONE 608-565-2299 OR HOME 608-565-7248.
 PO0781'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 21 AND 80 IN
 PO0781'NECEDAH, GO NORTHWEST ON STATE HIGHWAY 80 FOR 1.1 KM (0.7 MI) TO A
 PO0781'CROSSROAD.  TURN LEFT AND GO WEST ON MIDDLE STREET FOR 0.4 KM
 PO0781'(0.2 MI) TO THE AIRPORT ENTRANCE AND AN APRON.  CONTINUE
 PO0781'WEST-SOUTHWEST ACROSS THE APRON AND WEST ALONG A TAXIWAY FOR 0.2 KM
 PO0781'(0.1 MI) TO THE RUNWAY.  TURN LEFT AND GO SOUTH ON THE RUNWAY FOR 0.4
 PO0781'KM (0.2 MI) 0.00 MI) TO THE END OF THE RUNWAY AND A TURN-AROUND AND
 PO0781'THE STATION ON THE LEFT.
 PO0781'THE STATION IS LOCATED 40.25 M (132.05 FT) EAST FROM THE CENTERLINE OF
 PO0781'THE RUNWAY, 33.1 M (108.6 FT) SOUTHEAST FROM THE FIRST RUNWAY LIGHT
 PO0781'NORTH OF THE SOUTH END OF THE RUNWAY, 24.1 M (79.1 FT) NORTHWEST FROM
 PO0781'THE NORTHEAST CORNER OF A TURN-AROUND AND 18.8 M (61.7 FT) NORTH FROM
 PO0781'THE NORTH EDGE OF A TURN-AROUND.  NOTE--THIS AIRPORT IS ONLY ATTENDED
 PO0781'PART TIME.
 PO0781'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PO0781
 PO0781                          STATION RECOVERY (2004)
 PO0781
 PO0781'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 PO0781'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON1315 ***********************************************************************
 ON1315  DESIGNATION -  FAA 82C A
 ON1315  PID         -  ON1315
 ON1315  STATE/COUNTY-  WI/JUNEAU
 ON1315  USGS QUAD   -  NEW LISBON SOUTH (1983)
 ON1315
 ON1315                         *CURRENT SURVEY CONTROL
 ON1315  ___________________________________________________________________
 ON1315* NAD 83(1997)-  43 50 26.33926(N)    090 08 26.33717(W)     ADJUSTED  
 ON1315* NAVD 88     -       275.4    (meters)     904.     (feet)  VERTCON   
 ON1315  ___________________________________________________________________
 ON1315  X           -     -11,311.501 (meters)                     COMP
 ON1315  Y           -  -4,607,917.520 (meters)                     COMP
 ON1315  Z           -   4,395,504.858 (meters)                     COMP
 ON1315  LAPLACE CORR-          -5.59  (seconds)                    DEFLEC99
 ON1315  ELLIP HEIGHT-         240.54  (meters)          (09/30/02) GPS OBS
 ON1315  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 ON1315
 ON1315  HORZ ORDER  -  FIRST
 ON1315  ELLP ORDER  -  FOURTH    CLASS I
 ON1315
 ON1315.This mark is at Mauston/new Lisbon Airport (82C)
 ON1315
 ON1315.The horizontal coordinates were established by GPS observations
 ON1315.and adjusted by the National Geodetic Survey in September 2002..
 ON1315
 ON1315.The NAVD 88 height was computed by applying the VERTCON shift value to
 ON1315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ON1315
 ON1315.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ON1315
 ON1315.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1315
 ON1315.The ellipsoidal height was determined by GPS observations
 ON1315.and is referenced to NAD 83.
 ON1315
 ON1315.The geoid height was determined by GEOID03.
 ON1315
 ON1315;                    North         East     Units Scale Factor Converg.
 ON1315;SPC WI S     -   204,491.576   588,689.349   MT  0.99996192   -0 05 47.9
 ON1315;SPC WI S     -   670,902.78  1,931,391.64   sFT  0.99996192   -0 05 47.9
 ON1315;SPC WI C     -       822.806   588,687.760   MT  1.00010250   -0 05 57.3
 ON1315;SPC WI C     -     2,699.49  1,931,386.43   sFT  1.00010250   -0 05 57.3
 ON1315;UTM  15      - 4,858,148.937   729,862.572   MT  1.00024992   +1 58 53.1
 ON1315
 ON1315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1315!SPC WI S     -   0.99996228  x   0.99996192  =   0.99992420
 ON1315!SPC WI C     -   0.99996228  x   1.00010250  =   1.00006478
 ON1315!UTM  15      -   0.99996228  x   1.00024992  =   1.00021219
 ON1315
 ON1315|---------------------------------------------------------------------|
 ON1315| PID    Reference Object                     Distance      Geod. Az  |
 ON1315|                                                           dddmmss.s |
 ON1315| ON1316 FAA 82C B                           363.319 METERS 13839     |
 ON1315|---------------------------------------------------------------------|
 ON1315
 ON1315                          SUPERSEDED SURVEY CONTROL
 ON1315
 ON1315  NAD 83(1991)-  43 50 26.33948(N)    090 08 26.33575(W) AD(       ) 1
 ON1315  ELLIP H (08/19/91)  240.57   (m)                       GP(       ) 4 1
 ON1315  NGVD 29 (08/19/91)  275.4    (m)          904.     (f) GPS OBS        
 ON1315
 ON1315.Superseded values are not recommended for survey control.
 ON1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1315.See file dsdata.txt to determine how the superseded data were derived.
 ON1315
 ON1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ2986358149(NAD 83)
 ON1315_MARKER: I = METAL ROD
 ON1315_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ON1315_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 ON1315_STAMPING: FAA 82C A 1990
 ON1315_MARK LOGO: NGS   
 ON1315_PROJECTION: FLUSH
 ON1315_MAGNETIC: N = NO MAGNETIC MATERIAL
 ON1315_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ON1315+STABILITY: POSITION/ELEVATION WELL
 ON1315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON1315+SATELLITE: SATELLITE OBSERVATIONS - 1990
 ON1315_ROD/PIPE-DEPTH: 4.0  meters
 ON1315_SLEEVE-DEPTH  : 1.0 meters
 ON1315
 ON1315  HISTORY     - Date     Condition        Report By
 ON1315  HISTORY     - 1990     MONUMENTED       NGS
 ON1315  HISTORY     - 19971022 MARK NOT FOUND   WIHD
 ON1315
 ON1315                          STATION DESCRIPTION
 ON1315
 ON1315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 ON1315'THE STATION IS LOCATED ABOUT 8.1 KM (5.0 MI) NORTHWEST OF MAUSTON, 2.1
 ON1315'KM (1.3 MI) SOUTH OF NEW LIBSON AND AT THE MAUSTON-NEW LIBSON UNION
 ON1315'AIRPORT.  OWNERSHIP--CITIES OF MAUSTON-NEW LIBSON-UNION CITY, CITY
 ON1315'HALL, BRUCE BIERMA (CITY ADMINISTRATOR), MAUSTON, WI 53948, PHONE IS
 ON1315'608-847-6676.  THE AIRPORT MANAGER IS RON BRUNNER, P.O. BOX C, ELROY,
 ON1315'WI 53929, PHONE 608-462-8293 (OFFICE) OR DOUG WELLS, PHONE
 ON1315'608-847-6069.
 ON1315'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 80 AND U.S.
 ON1315'HIGHWAY 12, IN SOUTH NEW LIBSON, GO SOUTHWEST ON STATE HIGHWAY 80 FOR
 ON1315'1.7 KM (1.1 MI) TO A CROSSROAD.  TURN LEFT AND GO SOUTHEAST ON COUNTY
 ON1315'ROAD B FOR 2.5 KM (1.6 MI) TO A PAVED ROAD ON THE LEFT.  TURN LEFT
 ON1315'AND GO EAST ON FERDON ROAD FOR 0.7 KM (0.4 MI) TO A GRAVELED ROAD ON
 ON1315'THE RIGHT.  TURN RIGHT AND GO SOUTH ON THE GRAVELED ROAD FOR 0.4 KM
 ON1315'(0.2 MI) TO A GRAVELED ROAD ON THE LEFT.  TURN LEFT AND GO EAST ON
 ON1315'THE AIRPORT ENTRANCE ROAD FOR ABOUT 100 FEET TO A TAXIWAY.  CONTINUE
 ON1315'EAST ON THE TAXIWAY FOR 0.2 KM (0.1 MI) TO THE STATION ON THE LEFT.
 ON1315'THE STATION IS LOCATED 52.5 M (172.2 FT) NORTHWEST FROM THE CENTER OF
 ON1315'A TAXIWAY, 40.2 M (131.9 FT) SOUTHWEST FROM THE CENTERLINE OF THE
 ON1315'RUNWAY AND 33.5 M (109.9 FT) SOUTH-SOUTHEAST FROM THE SOUTHWEST
 ON1315'CORNER OF A TURN-AROUND.  NOTE--THE ROD WAS DRIVEN TO REFUSAL AND
 ON1315'ALSO THIS AIRPORT IS UNATTENDED.
 ON1315'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 ON1315
 ON1315                          STATION RECOVERY (1997)
 ON1315
 ON1315'RECOVERY NOTE BY WI HIGHWAY DEPT 1997 (CSM)
 ON1315'THIS STATION WAS SEARCHED FOR AND NOT FOUND.  SINCE 1990, THE AIRPORT
 ON1315'RUNWAY HAS BEEN LENGTHENED, AND THE TAXIWAYS AND AIRPORT ENTRANCE ROAD
 ON1315'HAVE BEEN RELOCATED.  THE AREA IN THE VICINITY OF THE STATION HAS BEEN
 ON1315'LANDSCAPED, APPARENTLY TO A LOWER ELEVATION THAN IN 1990. MEASUREMENTS
 ON1315'FROM THE RUNWAY AND THE TAXIWAY FELL IN THIS AREA OF LOWERED TERRAIN
 ON1315'DUE EAST OF THE NEW AIRPORT OFFICE BUILDING AND ADJACENT THE WEST SIDE
 ON1315'OF RUNWAY 14/32.  SEE DESCRIPTION FOR STATION --FFA 82C B-- FOR A
 ON1315'REVISED DESCRIPTION TO REACH THE AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON1316 ***********************************************************************
 ON1316  PACS        -  This is a Primary Airport Control Station.
 ON1316  DESIGNATION -  FAA 82C B
 ON1316  PID         -  ON1316
 ON1316  STATE/COUNTY-  WI/JUNEAU
 ON1316  USGS QUAD   -  NEW LISBON SOUTH (1983)
 ON1316
 ON1316                         *CURRENT SURVEY CONTROL
 ON1316  ___________________________________________________________________
 ON1316* NAD 83(1997)-  43 50 17.50234(N)    090 08 15.59256(W)     ADJUSTED  
 ON1316* NAVD 88     -       274.53   (meters)     900.7    (feet)  GPS OBS   
 ON1316  ___________________________________________________________________
 ON1316  X           -     -11,071.921 (meters)                     COMP
 ON1316  Y           -  -4,608,106.378 (meters)                     COMP
 ON1316  Z           -   4,395,307.512 (meters)                     COMP
 ON1316  LAPLACE CORR-          -5.61  (seconds)                    DEFLEC99
 ON1316  ELLIP HEIGHT-         239.65  (meters)          (04/28/99) GPS OBS
 ON1316  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 ON1316
 ON1316  HORZ ORDER  -  A
 ON1316  ELLP ORDER  -  THIRD     CLASS I
 ON1316
 ON1316.This mark is at Mauston/new Lisbon Airport (82C)
 ON1316
 ON1316.The horizontal coordinates were established by GPS observations
 ON1316.and adjusted by the National Geodetic Survey in April 1999..
 ON1316
 ON1316.The orthometric height was determined by GPS observations and a
 ON1316.high-resolution geoid model.
 ON1316
 ON1316.GPS derived orthometric heights for airport stations designated as
 ON1316.PACS or SACS are published to 2 decimal places.  This maintains
 ON1316.centimeter relative accuracy between the PACS and SACS.  It does
 ON1316.not indicate centimeter accuracy relative to other marks which are
 ON1316.part of the NAVD 88 network.
 ON1316
 ON1316.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ON1316
 ON1316.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1316
 ON1316.The ellipsoidal height was determined by GPS observations
 ON1316.and is referenced to NAD 83.
 ON1316
 ON1316.The geoid height was determined by GEOID03.
 ON1316
 ON1316;                    North         East     Units Scale Factor Converg.
 ON1316;SPC WI S     -   204,218.447   588,928.914   MT  0.99996159   -0 05 40.5
 ON1316;SPC WI S     -   670,006.69  1,932,177.61   sFT  0.99996159   -0 05 40.5
 ON1316;SPC WI C     -       549.627   588,927.346   MT  1.00010327   -0 05 49.7
 ON1316;SPC WI C     -     1,803.23  1,932,172.47   sFT  1.00010327   -0 05 49.7
 ON1316;UTM  15      - 4,857,884.597   730,111.955   MT  1.00025133   +1 59 00.2
 ON1316
 ON1316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1316!SPC WI S     -   0.99996242  x   0.99996159  =   0.99992401
 ON1316!SPC WI C     -   0.99996242  x   1.00010327  =   1.00006569
 ON1316!UTM  15      -   0.99996242  x   1.00025133  =   1.00021374
 ON1316
 ON1316:                Primary Azimuth Mark                     Grid Az
 ON1316:SPC WI S     -  82C D                                    123 34 07.1
 ON1316:SPC WI C     -  82C D                                    123 34 16.3
 ON1316:UTM  15      -  82C D                                    121 29 26.4
 ON1316
 ON1316|---------------------------------------------------------------------|
 ON1316| PID    Reference Object                     Distance      Geod. Az  |
 ON1316|                                                           dddmmss.s |
 ON1316| AI3073 82C D                               450.861 METERS 1232826.6 |
 ON1316| AI3072 82C C                               467.497 METERS 3165839.5 |
 ON1316|---------------------------------------------------------------------|
 ON1316
 ON1316                          SUPERSEDED SURVEY CONTROL
 ON1316
 ON1316  NAD 83(1991)-  43 50 17.50261(N)    090 08 15.59089(W) AD(       ) 1
 ON1316  ELLIP H (08/19/91)  239.68   (m)                       GP(       ) 4 1
 ON1316  NGVD 29 (08/19/91)  274.5    (m)          901.     (f) GPS OBS        
 ON1316
 ON1316.Superseded values are not recommended for survey control.
 ON1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1316.See file dsdata.txt to determine how the superseded data were derived.
 ON1316
 ON1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ3011257885(NAD 83)
 ON1316_MARKER: F = FLANGE-ENCASED ROD
 ON1316_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ON1316_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 ON1316_STAMPING: FAA 82C B 1990
 ON1316_MARK LOGO: NGS   
 ON1316_PROJECTION: FLUSH
 ON1316_MAGNETIC: N = NO MAGNETIC MATERIAL
 ON1316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON1316+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 ON1316_ROD/PIPE-DEPTH: 2.8  meters
 ON1316_SLEEVE-DEPTH  : 1.0 meters
 ON1316
 ON1316  HISTORY     - Date     Condition        Report By
 ON1316  HISTORY     - 1990     MONUMENTED       NGS
 ON1316  HISTORY     - 19971122 GOOD             WIHD
 ON1316  HISTORY     - 19990714 GOOD             WOOLPT
 ON1316  HISTORY     - 20031203 GOOD             WIDT
 ON1316  HISTORY     - 20051228 GOOD             WIDT
 ON1316
 ON1316                          STATION DESCRIPTION
 ON1316
 ON1316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 ON1316'THE STATION IS LOCATED ABOUT 8.1 KM (5.0 MI) NORTHWEST OF MAUSTON, 2.1
 ON1316'KM (1.3 MI) SOUTH OF NEW LIBSON AND AT THE MAUSTON-NEW LIBSON UNION
 ON1316'AIRPORT.  OWNERSHIP--CITIES OF MAUSTON-NEW LIBSON-UNION CITY, CITY
 ON1316'HALL, BRUCE BIERMA (CITY ADMINISTRATOR), MAUSTON, WI 53948, PHONE
 ON1316'608-847-6676.  THE AIRPORT MANAGER IS RON BRUNNER, P.O. BOX C, ELROY,
 ON1316'WI 53929, PHONE 608-462-8293 (OFFICE) OR DOUG WELLS, PHONE
 ON1316'608-847-6069.
 ON1316'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 80 AND U.S.
 ON1316'HIGHWAY 12, IN SOUTH NEW LIBSON, GO SOUTHWEST ON STATE HIGHWAY 80 FOR
 ON1316'1.7 KM (1.1 MI) TO A CROSSROAD.  TURN LEFT AND GO SOUTHEAST ON COUNTY
 ON1316'ROAD B FOR 2.5 KM (1.6 MI) TO A PAVED ROAD ON THE LEFT.  TURN LEFT
 ON1316'AND GO EAST ON FERDON ROAD FOR 0.7 KM (0.4 MI) TO A GRAVELED ROAD ON
 ON1316'THE RIGHT.  TURN RIGHT AND GO SOUTH ON THE GRAVELED ROAD FOR 0.4 KM
 ON1316'(0.2 MI) TO A GRAVELED ROAD ON THE LEFT.  TURN LEFT AND GO EAST ON
 ON1316'THE AIRPORT ENTRANCE ROAD FOR ABOUT 100 FEET TO A TAXIWAY.  CONTINUE
 ON1316'EAST ON THE TAXIWAY FOR 0.25 KM (0.16 MI) TO THE RUNWAY.  TURN RIGHT
 ON1316'AND GO SOUTHEAST ON THE RUNWAY FOR 0.4 KM (0.2 MI) TO THE WINDSOCK
 ON1316'AND THE STATION ON THE RIGHT.
 ON1316'THE STATION IS LOCATED 52.4 M (171.9 FT) EAST FROM THE WINDSOCK POLE,
 ON1316'37.5 M (123.0 FT) SOUTHWEST FROM THE CENTERLINE OF THE RUNWAY, 34.4 M
 ON1316'(112.9 FT) NORTHWEST FROM THE TETTRAHYDON POST AND 0.6 M (2.0 FT)
 ON1316'NORTHEAST FROM A CARSONITE WITNESS POST.  NOTE--THE ROD WAS DRIVEN TO
 ON1316'REFUSAL AND ALSO THIS AIRPORT IS UNATTENDED.
 ON1316'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 ON1316
 ON1316                          STATION RECOVERY (1997)
 ON1316
 ON1316'RECOVERY NOTE BY WI HIGHWAY DEPT 1997 (CSM)
 ON1316'---NOTE---SINCE 1990, THE AIRPORT RUNWAY HAS BEEN LENGTHENED, AND THE
 ON1316'TAXIWAYS AND AIRPORT ENTRANCE ROAD HAVE BEEN RELOCATED.  A NEW
 ON1316'DESCRIPTION FOLLOWS.--- THE STATION IS LOCATED ABOUT 4.83 KM (3.00 MI)
 ON1316'SOUTHEAST OF NEW LISBON, 6.44 KM (4.00 MI) NORTHWEST OF MAUSTON, AND
 ON1316'38.65 KM (24.00 MI) NORTHWEST OF WISCONSIN DELLS NEAR THE WIND SOCK AT
 ON1316'THE MAUSTON-NEW LISBON UNION (82C) AIRPORT. OWNERSHIP--CITIES OF
 ON1316'MAUSTON AND NEW LISBON.  AIRPORT MANAGER IS RON BRUNNER, OFFICE
 ON1316'TELEPHONE 608 462-8293.  TO REACH THE STATION FROM THE INTERSECTION OF
 ON1316'US HIGHWAY 12 AND STATE HIGHWAY 16 (ADAMS STREET) WITH STATE HIGHWAY
 ON1316'80 AND COUNTY HIGHWAY A (BRIDGE STREET) IN THE CITY OF NEW LISBON, GO
 ON1316'SOUTH AND SOUTHEAST 5.23 KM (3.25 MI) ON HIGHWAYS 12 AND 16 TO SUMIEC
 ON1316'ROAD ON THE RIGHT, TURN RIGHT AND GO WEST AND SOUTH 0.56 KM (0.35 MI)
 ON1316'ON SUMIEC ROAD TO FERDON ROAD ON THE RIGHT, TURN RIGHT AND GO WEST
 ON1316'1.05 KM (0.65 MI) ON FERDON ROAD TO THE NEW AIRPORT ENTRANCE ROAD ON
 ON1316'THE LEFT, TURN LEFT AND GO SOUTH 0.40 KM (0.25 MI) TO A ROAD LEFT,
 ON1316'TURN LEFT AND GO EAST 0.08 KM (0.05 MI) THRU A GATE AND PAST THE
 ON1316'AIRPORT OFFICE TO A TAXIWAY AND ADJACENT APRON, TURN RIGHT AND GO
 ON1316'SOUTHEAST 0.16 KM (0.10 MI) CROSSING THE APRON AND ADJACENT TAXIWAYS
 ON1316'TO THE EAST SIDE OF THE MOST SOUTHEASTERLY HANGER ON THE SOUTHWEST
 ON1316'SIDE OF THE AIRPORT, CONTINUE SOUTHEAST AND SOUTH 0.24 KM (0.15 MI) ON
 ON1316'A DIRT TRACK ROAD EAST OF THE HANGER TO THE AREA OF AN ABANDON TURF
 ON1316'RUNWAY, TURN LEFT AND GO EAST AND NORTHEAST 0.16 KM (0.10 MI) TO THE
 ON1316'SITE NEAR THE WIND SOCK. THE STATION IS A STAINLESS STEEL ROD
 ON1316'ACCESSIBLE THROUGH A 5-INCH-DIAMETER LOGO CAP.  THE STATION IS 37.5 M
 ON1316'(123.0 FT) SOUTHWEST OF THE CENTERLINE OF RUNWAY 14/32, 34.4 M (112.9
 ON1316'FT) NORTHWEST OF THE CENTER OF THE WIND TETRAHEDRON SUPPORT, 52.4 M
 ON1316'(171.9 FT) EAST OF THE CENTER OF THE WIND SOCK POLE, 0.58 M (1.90 FT)
 ON1316'EAST-NORTHEAST OF AN ORANGE FIBERGLASS WITNESS POST, AND 0.70 M (2.30
 ON1316'FT) WEST-NORTHWEST OF A WHITE PLASTIC WITNESS POST.  NOTE--WHEN THE
 ON1316'STATION WAS RECOVERED, THE PVC PROTECTIVE PIPE WAS LEANING EASTWARD
 ON1316'AND PROJECTING ABOUT 0.15 M (0.49 FT) ABOVE THE GROUND ON THE EAST
 ON1316'SIDE OF THE MARK, PROBABLY THE RESULT OF LANDSCAPING IN THE AREA WHICH
 ON1316'REMOVED SOIL FROM THE NORTHEAST SIDE OF THE STATION.  THE ROD DID NOT
 ON1316'APPEAR DISTURBED BUT WAS NOT VERY STABLE IN THE HORIZONTAL DIRECTION.
 ON1316'THE PROTECTIVE PIPE WAS LOWERED AND REPLUMBED, AND SOIL WAS PLACED TO
 ON1316'FORM A MOUND SURROUNDING THE STATION.
 ON1316
 ON1316                          STATION RECOVERY (1999)
 ON1316
 ON1316'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1999 (ARL)
 ON1316'THE STATION WAS RECOVERED AS DESCRIBED.  THIS STATION IS DESIGNATED AS
 ON1316'THE PRIMARY AIRPORT CONTROL STATION.
 ON1316
 ON1316                          STATION RECOVERY (2003)
 ON1316
 ON1316'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (TSS)
 ON1316'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 AND STATE
 ON1316'HIGHWAY 16 WITH  STATE HIGHWAY 80 AND COUNTY HIGHWAY A AT THE
 ON1316'INTERSECTION OF ADAMS STREET WITH  BRIDGE STREET IN THE CITY OF NEW
 ON1316'LISBON, GO SOUTHEAST ON US HIGHWAY 12 AND STATE  HIGHWAY 16 (ADAMS
 ON1316'STREET) FOR 3.25 MI TO SUMIEC ROAD ON THE RIGHT, TURN RIGHT AND GO
 ON1316'WEST AND THEN SOUTH ON SUMIEC ROAD FOR 0.35 MI TO FERDON ROAD ON THE
 ON1316'RIGHT, TURN RIGHT  AND GO WEST FREDON ROAD FOR 0.65 MI TO THE ARIPORT
 ON1316'ENTRANCE ON THE LEFT, TURN LEFT AND  GO SOUTH ON THE AIRPORT ENTRANCE
 ON1316'ROAD FOR 0.25 MI TO A GATE AND THE AIRPORT OFFICE, GO  THROUGH THE
 ON1316'GATE TO THE TAXIWAY, TURN RIGHT AND GO SOUTHEASTON THE TAXIWAY FOR
 ON1316'0.05  MI TO WHERE THE TAXIWAY TURNS LEFT, TURN LEFT AND GO EAST ON THE
 ON1316'TAXIWAY FOR 0.05 MI TO  THE RUNWAY, TURN RIGHT AND GO SOUTHEAST ON THE
 ON1316'RUNWAY FOR 0.2 MI TO THE STATION ON  THE RIGHT.  THE STATION IS A
 ON1316'STAINLESS STEEL ROD WITH LOGO CAP AND PVC SLEEVE  SURROUNDED BY MASS
 ON1316'OF CONCRETE AND ABOUT LEVEL WITH THE RUNWAY PAVEMENT.  THE  STATION IS
 ON1316'26.1 M SOUTHWEST OF THE EDGE OF PAVEMENT OF THE RUNWAY, 52.5 M EAST OF
 ON1316'A WIND  SOCK.  ---NOTE--- THE DATUM POINT IS ACHIVED THROUGH THE
 ON1316'ACCESS COVER.  ---NOTE2--- THIS  STATION HAS NO OBSTRUCTIONS EXTENDING
 ON1316'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 ON1316
 ON1316                          STATION RECOVERY (2005)
 ON1316
 ON1316'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DJH)
 ON1316'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0784 ***********************************************************************
 PO0784  DESIGNATION -  FAA W11 A
 PO0784  PID         -  PO0784
 PO0784  STATE/COUNTY-  WI/DUNN
 PO0784  USGS QUAD   -  RUSK (1972)
 PO0784
 PO0784                         *CURRENT SURVEY CONTROL
 PO0784  ___________________________________________________________________
 PO0784* NAD 83(1997)-  44 53 29.00717(N)    091 52 14.88110(W)     ADJUSTED  
 PO0784* NAVD 88     -       271.6    (meters)     891.     (feet)  VERTCON   
 PO0784  ___________________________________________________________________
 PO0784  X           -    -147,764.403 (meters)                     COMP
 PO0784  Y           -  -4,523,875.533 (meters)                     COMP
 PO0784  Z           -   4,478,975.728 (meters)                     COMP
 PO0784  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 PO0784  ELLIP HEIGHT-         240.94  (meters)          (09/30/02) GPS OBS
 PO0784  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 PO0784
 PO0784  HORZ ORDER  -  FIRST
 PO0784  ELLP ORDER  -  FOURTH    CLASS I
 PO0784
 PO0784.This mark is at Mauston/score Field Airport (W11)
 PO0784
 PO0784.The horizontal coordinates were established by GPS observations
 PO0784.and adjusted by the National Geodetic Survey in September 2002..
 PO0784
 PO0784.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0784
 PO0784.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PO0784
 PO0784.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0784
 PO0784.The ellipsoidal height was determined by GPS observations
 PO0784.and is referenced to NAD 83.
 PO0784
 PO0784.The geoid height was determined by GEOID03.
 PO0784
 PO0784;                    North         East     Units Scale Factor Converg.
 PO0784;SPC WI C     -   119,272.187   452,236.741   MT  0.99994074   -1 19 12.0
 PO0784;SPC WI C     -   391,312.17  1,483,713.37   sFT  0.99994074   -1 19 12.0
 PO0784;UTM  15      - 4,971,505.583   589,166.216   MT  0.99969776   +0 47 49.2
 PO0784
 PO0784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0784!SPC WI C     -   0.99996222  x   0.99994074  =   0.99990297
 PO0784!UTM  15      -   0.99996222  x   0.99969776  =   0.99966000
 PO0784
 PO0784|---------------------------------------------------------------------|
 PO0784| PID    Reference Object                     Distance      Geod. Az  |
 PO0784|                                                           dddmmss.s |
 PO0784| PO0785 FAA W11 B                           308.107 METERS 00119     |
 PO0784|---------------------------------------------------------------------|
 PO0784
 PO0784                          SUPERSEDED SURVEY CONTROL
 PO0784
 PO0784  NAD 83(1991)-  44 53 29.00669(N)    091 52 14.87934(W) AD(       ) 1
 PO0784  ELLIP H (08/19/91)  240.99   (m)                       GP(       ) 4 1
 PO0784  NGVD 29 (08/19/91)  271.5    (m)          891.     (f) GPS OBS        
 PO0784
 PO0784.Superseded values are not recommended for survey control.
 PO0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0784.See file dsdata.txt to determine how the superseded data were derived.
 PO0784
 PO0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK8916671506(NAD 83)
 PO0784_MARKER: I = METAL ROD
 PO0784_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PO0784_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 PO0784_STAMPING: FAA W11 A 1990
 PO0784_MARK LOGO: NGS   
 PO0784_PROJECTION: FLUSH
 PO0784_MAGNETIC: N = NO MAGNETIC MATERIAL
 PO0784_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PO0784+STABILITY: POSITION/ELEVATION WELL
 PO0784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PO0784+SATELLITE: SATELLITE OBSERVATIONS - 1990
 PO0784_ROD/PIPE-DEPTH: 15.8 meters
 PO0784_SLEEVE-DEPTH  : 1.0 meters
 PO0784
 PO0784  HISTORY     - Date     Condition        Report By
 PO0784  HISTORY     - 1990     MONUMENTED       NGS
 PO0784  HISTORY     - 19970807 MARK NOT FOUND   NGS
 PO0784
 PO0784                          STATION DESCRIPTION
 PO0784
 PO0784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PO0784'THE STATION IS LOCATED ABOUT 17.4 KM (10.8 MI) SOUTHEAST OF KNAPP, 4.5
 PO0784'KM (2.8 MI) EAST OF MENOMONIE AND AT THE MENOMONIE SCORE FIELD
 PO0784'AIRPORT.  OWNERSHIP-CITY OF MENOMONIE, LOWELL PRANGE (CITY
 PO0784'ADMINISTRATOR), 800 WILSON AVENUE, MENOMONIE, WI 54751-2795, PHONE
 PO0784'715-232-2187.  THE AIRPORT MANAGER IS WAYNE THIBADO, RTE 4, BOX
 PO0784'184-A, MENOMONIE, WI 54751, PHONE 715-232-2200 OR HOME 715-664-8574.
 PO0784'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND STATE
 PO0784'HIGHWAYS 25 AND 28 IN MENOMONIE, GO EAST ON U.S. HIGHWAY 12 AND STATE
 PO0784'HIGHWAY 29 FOR 4.5 KM (2.8 MI) TO A PAVED ROAD ON THE LEFT.  TURN
 PO0784'LEFT AND GO NORTH ON PARKWAY ROAD FOR 1.0 KM (0.6 MI) TO A PAVED ROAD
 PO0784'ON THE RIGHT.  TURN RIGHT AND GO EAST ON DOMAIN DRIVE FOR 0.65 KM
 PO0784'(0.40 MI) TO WHERE THE DRIVE TURNS NORTH AND A DRIVEWAY AND GATE
 PO0784'STRAIGHT AHEAD AND A PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO
 PO0784'SOUTH ON THE PAVED AND GRAVELED ROAD, PASSING THE AIRPORT OFFICE ON
 PO0784'THE LEFT, FOR 0.2 KM (0.1 MI) TO A DIRT ROAD ON THE LEFT.  TURN LEFT
 PO0784'AND GO EAST ON THE DIRT ROAD, PASSING BETWEEN TWO HANGARS FOR 0.1 KM
 PO0784'(0.1 MI) TO A TAXIWAY.  TURN RIGHT AND GO SOUTH ON THE TAXIWAY FOR
 PO0784'0.2 KM (0.1 MI) TO A TAXIWAY AND THE STATION ON THE LEFT.
 PO0784'THE STATION IS LOCATED 37.4 M (122.7 FT) WEST FROM THE CENTERLINE OF
 PO0784'THE RUNWAY, 35.8 M (117.5 FT) EAST FROM THE CENTER OF A TAXIWAY AND
 PO0784'22.0 M (72.2 FT) NORTH FROM THE CENTER OF A TAXIWAY.  NOTE--THIS
 PO0784'AIRPORT IS UNATTENDED.
 PO0784'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PO0784
 PO0784                          STATION RECOVERY (1997)
 PO0784
 PO0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 PO0784'THE STATION WAS SEARCHED FOR BUT NOT FOUND AND IS BELIEVED TO HAVE
 PO0784'BEEN DESTROYED DURING EXTENSIVE CONSTRUCTION FOR THE ADDITION OF TWO
 PO0784'RUNWAYS AND A TAXI, REMOVAL OF A RUNWAY AND A TAXI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0785 ***********************************************************************
 PO0785  DESIGNATION -  FAA W11 B
 PO0785  PID         -  PO0785
 PO0785  STATE/COUNTY-  WI/DUNN
 PO0785  USGS QUAD   -  RUSK (1972)
 PO0785
 PO0785                         *CURRENT SURVEY CONTROL
 PO0785  ___________________________________________________________________
 PO0785* NAD 83(1997)-  44 53 38.98553(N)    091 52 14.55891(W)     ADJUSTED  
 PO0785* NAVD 88     -       271.9    (meters)     892.     (feet)  VERTCON   
 PO0785  ___________________________________________________________________
 PO0785  X           -    -147,750.248 (meters)                     COMP
 PO0785  Y           -  -4,523,658.735 (meters)                     COMP
 PO0785  Z           -   4,479,194.211 (meters)                     COMP
 PO0785  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 PO0785  ELLIP HEIGHT-         241.31  (meters)          (09/30/02) GPS OBS
 PO0785  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 PO0785
 PO0785  HORZ ORDER  -  FIRST
 PO0785  ELLP ORDER  -  FOURTH    CLASS I
 PO0785
 PO0785.This mark is at Mauston/score Field Airport (W11)
 PO0785
 PO0785.The horizontal coordinates were established by GPS observations
 PO0785.and adjusted by the National Geodetic Survey in September 2002..
 PO0785
 PO0785.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0785
 PO0785.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PO0785
 PO0785.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0785
 PO0785.The ellipsoidal height was determined by GPS observations
 PO0785.and is referenced to NAD 83.
 PO0785
 PO0785.The geoid height was determined by GEOID03.
 PO0785
 PO0785;                    North         East     Units Scale Factor Converg.
 PO0785;SPC WI C     -   119,579.950   452,250.903   MT  0.99994075   -1 19 11.7
 PO0785;SPC WI C     -   392,321.89  1,483,759.84   sFT  0.99994075   -1 19 11.7
 PO0785;UTM  15      - 4,971,813.584   589,168.999   MT  0.99969777   +0 47 49.6
 PO0785
 PO0785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0785!SPC WI C     -   0.99996217  x   0.99994075  =   0.99990292
 PO0785!UTM  15      -   0.99996217  x   0.99969777  =   0.99965995
 PO0785
 PO0785|---------------------------------------------------------------------|
 PO0785| PID    Reference Object                     Distance      Geod. Az  |
 PO0785|                                                           dddmmss.s |
 PO0785| PO0784 FAA W11 A                           308.107 METERS 18119     |
 PO0785|---------------------------------------------------------------------|
 PO0785
 PO0785                          SUPERSEDED SURVEY CONTROL
 PO0785
 PO0785  NAD 83(1991)-  44 53 38.98505(N)    091 52 14.55715(W) AD(       ) 1
 PO0785  ELLIP H (08/19/91)  241.35   (m)                       GP(       ) 4 1
 PO0785  NGVD 29 (08/19/91)  271.9    (m)          892.     (f) GPS OBS        
 PO0785
 PO0785.Superseded values are not recommended for survey control.
 PO0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0785.See file dsdata.txt to determine how the superseded data were derived.
 PO0785
 PO0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK8916971814(NAD 83)
 PO0785_MARKER: I = METAL ROD
 PO0785_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PO0785_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 PO0785_STAMPING: FAA W11 B 1990
 PO0785_MARK LOGO: NGS   
 PO0785_PROJECTION: FLUSH
 PO0785_MAGNETIC: N = NO MAGNETIC MATERIAL
 PO0785_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PO0785+STABILITY: POSITION/ELEVATION WELL
 PO0785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PO0785+SATELLITE: SATELLITE OBSERVATIONS - 1990
 PO0785_ROD/PIPE-DEPTH: 12.2 meters
 PO0785_SLEEVE-DEPTH  : 1.0 meters
 PO0785
 PO0785  HISTORY     - Date     Condition        Report By
 PO0785  HISTORY     - 1990     MONUMENTED       NGS
 PO0785  HISTORY     - 19970807 MARK NOT FOUND   NGS
 PO0785
 PO0785                          STATION DESCRIPTION
 PO0785
 PO0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PO0785'THE STATION IS LOCATED ABOUT 17.4 KM (10.8 MI) SOUTHEAST OF KNAPP, 4.5
 PO0785'KM (2.8 MI) EAST OF MENOMONIE AND AT THE MENOMONIE SCORE FIELD
 PO0785'AIRPORT.  OWNERSHIP-CITY OF MENOMONIE, LOWELL PRANGE (CITY
 PO0785'ADMINISTRATOR), 800 WILSON AVENUE, MENOMONIE, WI 54751-2795, PHONE
 PO0785'715-232-2187.  THE AIRPORT MANAGER IS WAYNE THIBADO, RTE 4, BOX
 PO0785'184-A, MENOMONIE, WI 54751, PHONE 715-232-2200 OR HOME 715-664-8574.
 PO0785'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND STATE
 PO0785'HIGHWAYS 25 AND 28 IN MENOMONIE, GO EAST ON U.S. HIGHWAY 12 AND STATE
 PO0785'HIGHWAY 29 FOR 4.5 KM (2.8 MI) TO A PAVED ROAD ON THE LEFT.  TURN
 PO0785'LEFT AND GO NORTH ON PARKWAY ROAD FOR 1.0 KM (0.6 MI) TO A PAVED ROAD
 PO0785'ON THE RIGHT.  TURN RIGHT AND GO EAST ON DOMAIN DRIVE FOR 0.65 KM
 PO0785'(0.40 MI) TO WHERE THE DRIVE TURNS NORTH AND A DRIVEWAY AND GATE
 PO0785'STRAIGHT AHEAD AND A PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO
 PO0785'SOUTH ON THE PAVED AND GRAVELED ROAD, PASSING THE AIRPORT OFFICE ON
 PO0785'THE LEFT, FOR 0.2 KM (0.1 MI) TO A DIRT ROAD ON THE LEFT.  TURN LEFT
 PO0785'AND GO EAST ON THE DIRT ROAD, PASSING BETWEEN TWO HANGARS FOR 0.1 KM
 PO0785'(0.1 MI) TO A TAXIWAY.  TURN LEFT AND GO NORTH ON THE TAXIWAY FOR 0.2
 PO0785'KM (0.1 MI) TO A TAXIWAY ON THE RIGHT.  TURN RIGHT AND GO EAST ON THE
 PO0785'TAXIWAY FOR ABOUT 100 FEET TO THE STATION ON THE LEFT.
 PO0785'THE STATION IS LOCATED 45.7 M (149.9 FT) NORTH FROM THE CENTER OF A
 PO0785'TAXIWAY, 45.4 M (148.9 FT) NORTHEAST FROM THE FIRST RUNWAY LIGHT
 PO0785'NORTH OF THE TAXIWAY, 38.8 M (127.3 FT) WEST FROM THE CENTERLINE OF
 PO0785'THE RUNWAY AND 36.2 M (118.8 FT) SOUTHWEST FROM THE SECOND RUNWAY
 PO0785'LIGHT NORTH OF THE TAXIWAY.  NOTE--THIS AIRPORT IS UNATTENDED.
 PO0785'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PO0785
 PO0785                          STATION RECOVERY (1997)
 PO0785
 PO0785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 PO0785'THE STATION WAS SEARCHED FOR BUT NOT FOUND AND IS BELIEVED TO HAVE
 PO0785'BEEN DESTROYED DURING EXTENSIVE CONSTRUCTION FOR THE ADDITION OF TWO
 PO0785'RUNWAYS, A TAXI AND AN APRON, REMOVAL OF A RUNWAY AND A TAXI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0668 ***********************************************************************
 QL0668  DESIGNATION -  FAA WI47 A
 QL0668  PID         -  QL0668
 QL0668  STATE/COUNTY-  WI/DOOR
 QL0668  USGS QUAD   -  WASHINGTON ISLAND NW (1994)
 QL0668
 QL0668                         *CURRENT SURVEY CONTROL
 QL0668  ___________________________________________________________________
 QL0668* NAD 83(1997)-  45 23 04.56017(N)    086 55 26.35550(W)     ADJUSTED  
 QL0668* NAVD 88     -       196.5    (meters)     645.     (feet)  VERTCON   
 QL0668  ___________________________________________________________________
 QL0668  X           -     240,796.110 (meters)                     COMP
 QL0668  Y           -  -4,480,912.811 (meters)                     COMP
 QL0668  Z           -   4,517,584.063 (meters)                     COMP
 QL0668  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 QL0668  ELLIP HEIGHT-         159.65  (meters)          (09/30/02) GPS OBS
 QL0668  GEOID HEIGHT-         -36.97  (meters)                     GEOID03
 QL0668
 QL0668  HORZ ORDER  -  FIRST
 QL0668  ELLP ORDER  -  FOURTH    CLASS I
 QL0668
 QL0668.The horizontal coordinates were established by GPS observations
 QL0668.and adjusted by the National Geodetic Survey in September 2002..
 QL0668
 QL0668.The NAVD 88 height was computed by applying the VERTCON shift value to
 QL0668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QL0668
 QL0668.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QL0668
 QL0668.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0668
 QL0668.The ellipsoidal height was determined by GPS observations
 QL0668.and is referenced to NAD 83.
 QL0668
 QL0668.The geoid height was determined by GEOID03.
 QL0668
 QL0668;                    North         East     Units Scale Factor Converg.
 QL0668;SPC WI C     -   176,942.158   840,843.391   MT  0.99998006   +2 10 13.3
 QL0668;SPC WI C     -   580,517.73  2,758,667.03   sFT  0.99998006   +2 10 13.3
 QL0668;UTM  16      - 5,025,678.845   505,950.722   MT  0.99960044   +0 03 14.8
 QL0668
 QL0668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0668!SPC WI C     -   0.99997497  x   0.99998006  =   0.99995503
 QL0668!UTM  16      -   0.99997497  x   0.99960044  =   0.99957542
 QL0668
 QL0668|---------------------------------------------------------------------|
 QL0668| PID    Reference Object                     Distance      Geod. Az  |
 QL0668|                                                           dddmmss.s |
 QL0668| QL0669 FAA WI47 B                          262.329 METERS 00613     |
 QL0668|---------------------------------------------------------------------|
 QL0668
 QL0668                          SUPERSEDED SURVEY CONTROL
 QL0668
 QL0668  NAD 83(1991)-  45 23 04.55938(N)    086 55 26.35360(W) AD(       ) 1
 QL0668  ELLIP H (08/19/91)  159.68   (m)                       GP(       ) 4 1
 QL0668  NGVD 29 (08/19/91)  196.5    (m)          645.     (f) GPS OBS        
 QL0668
 QL0668.Superseded values are not recommended for survey control.
 QL0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0668.See file dsdata.txt to determine how the superseded data were derived.
 QL0668
 QL0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER0595125679(NAD 83)
 QL0668_MARKER: DH = HORIZONTAL CONTROL DISK
 QL0668_SETTING: 66 = SET IN ROCK OUTCROP
 QL0668_SP_SET: ROCK OUTCROP
 QL0668_STAMPING: FAA WI47 A 1990
 QL0668_MARK LOGO: NGS   
 QL0668_MAGNETIC: N = NO MAGNETIC MATERIAL
 QL0668_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QL0668+STABILITY: POSITION/ELEVATION WELL
 QL0668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0668+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2005
 QL0668
 QL0668  HISTORY     - Date     Condition        Report By
 QL0668  HISTORY     - 1990     MONUMENTED       NGS
 QL0668  HISTORY     - 20050729 GOOD             WIDT
 QL0668
 QL0668                          STATION DESCRIPTION
 QL0668
 QL0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QL0668'THE STATION IS LOCATED ABOUT 21.7 KM (13.5 MI) NORTHEAST OF GILLIS
 QL0668'ROCK, 3.7 KM (2.3 MI) NORTHWEST OF WASHINGTON ISLAND AND AT THE
 QL0668'WASHINGTON ISLAND AIRPORT.  OWNERSHIP--CITY OF WASHINGTON ISLAND,
 QL0668'TOWN HALL, WASHINGTON ISLAND, WI 54246, PHONE 414-847-2522.  THE
 QL0668'AIRPORT MANAGER IS JACK N. CORNELL, WASHINGTON ISLAND, WI 54246,
 QL0668'PHONE 414-847-2425.
 QL0668'TO REACH THE STATION FROM THE WASHINGTON ISLAND FERRY DOCK ON
 QL0668'WASHINGTON ISLAND, GO WEST, NORTH AND EAST ON LOBDELL ROAD FOR 3.0 KM
 QL0668'(1.9 MI) TO A CROSSROAD.  CONTINUE EAST ON DETROIT HARBOR ROAD FOR
 QL0668'0.8 KM (0.5 MI) TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND GO NORTH
 QL0668'ON AIRPORT ROAD FOR 2.4 KM (1.5 MI) TO A CROSSROAD.  CONTINUE NORTH
 QL0668'ON AIRPORT ROAD FOR 0.7 KM (0.4 MI) TO A PAVED AND GRAVELED ROAD ON
 QL0668'THE LEFT.  TURN LEFT AND GO WEST AND SOUTH ON THE AIRPORT ENTRANCE
 QL0668'ROAD FOR 0.3 KM (0.2 MI) TO THE STATION ON THE RIGHT IN THE CENTER OF
 QL0668'A 1X1 FOOT EXPOSED AREA OF BEDROCK AND JUST BEFORE REACHING TWO
 QL0668'HANGARS.
 QL0668'THE STATION IS LOCATED 54.2 M (177.8 FT) NORTH-NORTHEAST FROM THE
 QL0668'NORTHEAST CORNER OF A HANGAR, 25.7 M (84.3 FT) NORTHWEST FROM THE
 QL0668'NORTHWEST CORNER OF A HANGAR AND 5.8 M (19.0 FT) WEST FROM THE CENTER
 QL0668'OF A GRAVELED ROAD AND PROJECTS 3CM ABOVE THE GROUND.  NOTE--THIS
 QL0668'AIRPORT IS UNATTENDED.
 QL0668
 QL0668                          STATION RECOVERY (2005)
 QL0668
 QL0668'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QL0668'RECOVERED IN GOOD CONDITION.  ADD THE STATION IS 0.5 M EAST OF AN
 QL0668'ORANGE FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0669 ***********************************************************************
 QL0669  DESIGNATION -  FAA WI47 B
 QL0669  PID         -  QL0669
 QL0669  STATE/COUNTY-  WI/DOOR
 QL0669  USGS QUAD   -  WASHINGTON ISLAND NW (1994)
 QL0669
 QL0669                         *CURRENT SURVEY CONTROL
 QL0669  ___________________________________________________________________
 QL0669* NAD 83(1997)-  45 23 13.00758(N)    086 55 25.05068(W)     ADJUSTED  
 QL0669* NAVD 88     -       193.5    (meters)     635.     (feet)  VERTCON   
 QL0669  ___________________________________________________________________
 QL0669  X           -     240,814.381 (meters)                     COMP
 QL0669  Y           -  -4,480,723.839 (meters)                     COMP
 QL0669  Z           -   4,517,765.127 (meters)                     COMP
 QL0669  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 QL0669  ELLIP HEIGHT-         156.70  (meters)          (09/30/02) GPS OBS
 QL0669  GEOID HEIGHT-         -36.97  (meters)                     GEOID03
 QL0669
 QL0669  HORZ ORDER  -  FIRST
 QL0669  ELLP ORDER  -  FOURTH    CLASS I
 QL0669
 QL0669.The horizontal coordinates were established by GPS observations
 QL0669.and adjusted by the National Geodetic Survey in September 2002..
 QL0669
 QL0669.The NAVD 88 height was computed by applying the VERTCON shift value to
 QL0669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QL0669
 QL0669.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QL0669
 QL0669.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0669
 QL0669.The ellipsoidal height was determined by GPS observations
 QL0669.and is referenced to NAD 83.
 QL0669
 QL0669.The geoid height was determined by GEOID03.
 QL0669
 QL0669;                    North         East     Units Scale Factor Converg.
 QL0669;SPC WI C     -   177,203.830   840,861.879   MT  0.99998043   +2 10 14.2
 QL0669;SPC WI C     -   581,376.23  2,758,727.68   sFT  0.99998043   +2 10 14.2
 QL0669;UTM  16      - 5,025,939.556   505,978.849   MT  0.99960044   +0 03 15.7
 QL0669
 QL0669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0669!SPC WI C     -   0.99997543  x   0.99998043  =   0.99995586
 QL0669!UTM  16      -   0.99997543  x   0.99960044  =   0.99957588
 QL0669
 QL0669|---------------------------------------------------------------------|
 QL0669| PID    Reference Object                     Distance      Geod. Az  |
 QL0669|                                                           dddmmss.s |
 QL0669| QL0668 FAA WI47 A                          262.329 METERS 18613     |
 QL0669|---------------------------------------------------------------------|
 QL0669
 QL0669                          SUPERSEDED SURVEY CONTROL
 QL0669
 QL0669  NAD 83(1991)-  45 23 13.00688(N)    086 55 25.04872(W) AD(       ) 1
 QL0669  ELLIP H (08/19/91)  156.73   (m)                       GP(       ) 4 1
 QL0669  NGVD 29 (08/19/91)  193.6    (m)          635.     (f) GPS OBS        
 QL0669
 QL0669.Superseded values are not recommended for survey control.
 QL0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0669.See file dsdata.txt to determine how the superseded data were derived.
 QL0669
 QL0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER0597925940(NAD 83)
 QL0669_MARKER: DZ = AZIMUTH MARK DISK
 QL0669_SETTING: 66 = SET IN ROCK OUTCROP
 QL0669_SP_SET: ROCK OUTCROP
 QL0669_STAMPING: FAA WI47 B 1990
 QL0669_MARK LOGO: NGS   
 QL0669_MAGNETIC: N = NO MAGNETIC MATERIAL
 QL0669_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QL0669+STABILITY: POSITION/ELEVATION WELL
 QL0669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0669+SATELLITE: SATELLITE OBSERVATIONS - 1990
 QL0669
 QL0669  HISTORY     - Date     Condition        Report By
 QL0669  HISTORY     - 1990     MONUMENTED       NGS
 QL0669  HISTORY     - 20050729 MARK NOT FOUND   WIDT
 QL0669
 QL0669                          STATION DESCRIPTION
 QL0669
 QL0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QL0669'THE STATION IS LOCATED ABOUT 21.7 KM (13.5 MI) NORTHEAST OF GILLIS
 QL0669'ROCK, 3.7 KM (2.3 MI) NORTHWEST OF WASHINGTON ISLAND AND AT THE
 QL0669'WASHINGTON ISLAND AIRPORT.  OWNERSHIP--CITY OF WASHINGTON ISLAND,
 QL0669'TOWN HALL, WASHINGTON ISLAND, WI 54246, PHONE 414-847-2522.  THE
 QL0669'AIRPORT MANAGER IS JACK N. CORNELL, WASHINGTON ISLAND, WI 54246,
 QL0669'PHONE 414-847-2425.
 QL0669'TO REACH THE STATION FROM THE WASHINGTON ISLAND FERRY DOCK ON
 QL0669'WASHINGTON ISLAND, GO WEST, NORTH AND EAST ON LOBDELL ROAD FOR 3.0 KM
 QL0669'(1.9 MI) TO A CROSSROAD.  CONTINUE EAST ON DETROIT HARBOR ROAD FOR
 QL0669'0.8 KM (0.5 MI) TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND GO NORTH
 QL0669'ON AIRPORT ROAD FOR 2.4 KM (1.5 MI) TO A CROSSROAD.  CONTINUE NORTH
 QL0669'ON AIRPORT ROAD FOR 0.7 KM (0.4 MI) TO A PAVED AND GRAVELED ROAD ON
 QL0669'THE LEFT.  TURN LEFT AND GO WEST ON THE AIRPORT ENTRANCE ROAD FOR 0.2
 QL0669'KM (0.1 MI) TO A HANGAR AND THE AIRPORT OFFICE ON THE LEFT.  TURN
 QL0669'RIGHT AND GO NORTH ACROSS A FIELD AND TURF RUNWAY FOR 0.25 KM
 QL0669'(0.16 MI) TO THE WINDSOCK AND THE STATION IN THE SOUTHWEST CORNER OF
 QL0669'THE CONCRETE BASE OF THE WINDSOCK.  THE CONCRETE BASE IS ANCHORED TO
 QL0669'BEDROCK.
 QL0669'THE STATION IS LOCATED 1.2 M (3.9 FT) SOUTHWEST FROM THE WINDSOCK
 QL0669'POLE, 0.2 M (0.7 FT) NORTHEAST FROM THE SOUTHWEST EDGE OF THE
 QL0669'CONCRETE BASE AND 0.2 M (0.7 FT) NORTHWEST FROM THE SOUTHEAST EDGE OF
 QL0669'THE CONCRETE BASE AND FLUSH WITH THE GROUND.  NOTE--THIS AIRPORT IS
 QL0669'UNATTENDED.
 QL0669
 QL0669                          STATION RECOVERY (2005)
 QL0669
 QL0669'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QL0669'NOT FOUND.   ADD--THE WIND SOCK AND CONCRETE BASE HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1356 ***********************************************************************
 PN1356  PACS        -  This is a Primary Airport Control Station.
 PN1356  DESIGNATION -  FAA Y50 A
 PN1356  PID         -  PN1356
 PN1356  STATE/COUNTY-  WI/WAUSHARA
 PN1356  USGS QUAD   -  WAUTOMA (1968)
 PN1356
 PN1356                         *CURRENT SURVEY CONTROL
 PN1356  ___________________________________________________________________
 PN1356* NAD 83(1997)-  44 02 36.46837(N)    089 18 23.81276(W)     ADJUSTED  
 PN1356* NAVD 88     -       260.87   (meters)     855.9    (feet)  GPS OBS   
 PN1356  ___________________________________________________________________
 PN1356  X           -      55,573.782 (meters)                     COMP
 PN1356  Y           -  -4,591,945.538 (meters)                     COMP
 PN1356  Z           -   4,411,720.487 (meters)                     COMP
 PN1356  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 PN1356  ELLIP HEIGHT-         224.70  (meters)          (04/28/99) GPS OBS
 PN1356  GEOID HEIGHT-         -36.12  (meters)                     GEOID03
 PN1356
 PN1356  HORZ ORDER  -  A
 PN1356  ELLP ORDER  -  THIRD     CLASS I
 PN1356
 PN1356.This mark is at Wautoma Municipal Airport (Y50)
 PN1356
 PN1356.The horizontal coordinates were established by GPS observations
 PN1356.and adjusted by the National Geodetic Survey in April 1999..
 PN1356
 PN1356.The orthometric height was determined by GPS observations and a
 PN1356.high-resolution geoid model.
 PN1356
 PN1356.GPS derived orthometric heights for airport stations designated as
 PN1356.PACS or SACS are published to 2 decimal places.  This maintains
 PN1356.centimeter relative accuracy between the PACS and SACS.  It does
 PN1356.not indicate centimeter accuracy relative to other marks which are
 PN1356.part of the NAVD 88 network.
 PN1356
 PN1356.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PN1356
 PN1356.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1356
 PN1356.The ellipsoidal height was determined by GPS observations
 PN1356.and is referenced to NAD 83.
 PN1356
 PN1356.The geoid height was determined by GEOID03.
 PN1356
 PN1356;                    North         East     Units Scale Factor Converg.
 PN1356;SPC WI S     -   227,247.431   655,572.287   MT  0.99999537   +0 28 35.1
 PN1356;SPC WI S     -   745,560.95  2,150,823.41   sFT  0.99999537   +0 28 35.1
 PN1356;SPC WI C     -    23,586.775   655,575.035   MT  1.00004545   +0 29 21.3
 PN1356;SPC WI C     -    77,384.28  2,150,832.43   sFT  1.00004545   +0 29 21.3
 PN1356;UTM  16      - 4,879,286.974   315,202.531   MT  1.00002003   -1 36 14.5
 PN1356
 PN1356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1356!SPC WI S     -   0.99996477  x   0.99999537  =   0.99996014
 PN1356!SPC WI C     -   0.99996477  x   1.00004545  =   1.00001022
 PN1356!UTM  16      -   0.99996477  x   1.00002003  =   0.99998480
 PN1356
 PN1356:                Primary Azimuth Mark                     Grid Az
 PN1356:SPC WI S     -  FAA Y50 B                                131 49 47.1
 PN1356:SPC WI C     -  FAA Y50 B                                131 49 00.9
 PN1356:UTM  16      -  FAA Y50 B                                133 54 36.7
 PN1356
 PN1356|---------------------------------------------------------------------|
 PN1356| PID    Reference Object                     Distance      Geod. Az  |
 PN1356|                                                           dddmmss.s |
 PN1356| PN1357 FAA Y50 B                           APPROX. 0.7 KM 1321822.2 |
 PN1356| AI2513 Y50 C                               457.188 METERS 2951218.7 |
 PN1356|---------------------------------------------------------------------|
 PN1356
 PN1356                          SUPERSEDED SURVEY CONTROL
 PN1356
 PN1356  NAD 83(1991)-  44 02 36.46713(N)    089 18 23.81079(W) AD(       ) 1
 PN1356  ELLIP H (08/19/91)  224.82   (m)                       GP(       ) 4 1
 PN1356  NGVD 29 (08/19/91)  260.9    (m)          856.     (f) GPS OBS        
 PN1356
 PN1356.Superseded values are not recommended for survey control.
 PN1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1356.See file dsdata.txt to determine how the superseded data were derived.
 PN1356
 PN1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP1520379287(NAD 83)
 PN1356_MARKER: I = METAL ROD
 PN1356_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PN1356_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 PN1356_STAMPING: FAA Y50 A 1990
 PN1356_MARK LOGO: NGS   
 PN1356_PROJECTION: RECESSED 2 CENTIMETERS
 PN1356_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN1356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN1356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN1356+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2006
 PN1356_ROD/PIPE-DEPTH: 12.2 meters
 PN1356_SLEEVE-DEPTH  : 1 meters
 PN1356
 PN1356  HISTORY     - Date     Condition        Report By
 PN1356  HISTORY     - 1990     MONUMENTED       NGS
 PN1356  HISTORY     - 19971203 GOOD             WIHD
 PN1356  HISTORY     - 19990720 GOOD             WOOLPT
 PN1356  HISTORY     - 20010920 GOOD             JCLS
 PN1356  HISTORY     - 20040708 GOOD             WIDT
 PN1356  HISTORY     - 20040816 GOOD             WIDT
 PN1356  HISTORY     - 20050421 GOOD             JCLS
 PN1356  HISTORY     - 20060421 GOOD             JCLS
 PN1356
 PN1356                          STATION DESCRIPTION
 PN1356
 PN1356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PN1356'THE STATION IS LOCATED ABOUT 8.8 KM (5.5 MI) EAST-NORTHEAST OF
 PN1356'RICHFORD, 2.7 KM (1.7 MI) SOUTHWEST OF WAUTOMA AND AT THE WAUTOMA
 PN1356'MUNICIPAL AIRPORT.  OWNERSHIP-CITY OF WAUTOMA, CITY HALL, WAUTOMA, WI
 PN1356'54982, PHONE 414-787-4044.  THE AIRPORT MANAGER IS JEFF PLITT, RT 1,
 PN1356'BOX 149 B, WAUTOMA, WI 54982, PHONE 414-787-3030 OR HOME
 PN1356'414-566-4144.
 PN1356'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 21 AND 22 IN
 PN1356'SOUTH WAUTOMA, GO SOUTH ON STATE HIGHWAY 22 FOR 2.6 KM (1.6 MI) TO A
 PN1356'CROSSROAD.  TURN RIGHT AND GO WEST ON COTTONVILLE ROAD FOR 0.9 KM
 PN1356'(0.6 MI) TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH ON THE
 PN1356'AIRPORT ENTRANCE ROAD FOR 0.1 KM (0.1 MI) , PASSING THE AIRPORT
 PN1356'OFFICE ON THE LEFT  TO AN APRON ON THE LEFT.  TURN LEFT AND GO
 PN1356'EAST-SOUTHEAST ACROSS THE APRON FOR 0.1 KM (0.1 MI) TO A TAXIWAY ON
 PN1356'THE RIGHT.  TURN RIGHT AND GO SOUTHEAST ON THE TAXIWAY FOR 0.25 KM
 PN1356'(0.16 MI) TO A TAXIWAY ON THE RIGHT.  TURN RIGHT AND GO SOUTHWEST ON
 PN1356'THE TAXIWAY FOR 0.3 KM (0.2 MI) TO THE RUNWAY AND THE STATION ON THE
 PN1356'LEFT.
 PN1356'THE STATION IS LOCATED 38.6 M (126.6 FT) NORTHEAST FROM THE CENTERLINE
 PN1356'OF THE RUNWAY, 35.4 M (116.1 FT) SOUTHEAST FROM THE CENTERLINE OF A
 PN1356'TAXIWAY AND 30.0 M (98.4 FT) EAST FROM TAXIWAY LIGHT NUMBER 12.
 PN1356'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PN1356
 PN1356                          STATION RECOVERY (1997)
 PN1356
 PN1356'RECOVERY NOTE BY WI HIGHWAY DEPT 1997 (CSM)
 PN1356'THE STATION IS LOCATED ABOUT 3.22 KM (2.00 MI) SOUTH-SOUTHWEST OF
 PN1356'WAUTOMA, 54.75 KM (34.00 MI) WEST OF OSHKOSH, AND 56.35 KM (35.00 MI)
 PN1356'SOUTHEAST OF WISCONSIN RAPIDS AT THE WAUTOMA MUNICIPAL (Y50) AIRPORT,
 PN1356'APPROXIMATELY 150 M (492.1 FT) WEST OF THE WIND SOCK. OWNERSHIP--CITY
 PN1356'OF WAUTOMA.  THE AIRPORT MANAGER IS JACK MULLENMASTER WHO IS FAMILIAR
 PN1356'WITH THE LOCATION OF THE STATION.  HIS TELEPHONE NUMBERS ARE AT THE
 PN1356'AIRPORT OFFICE 920 787-3030, HIS HANGER 920 787-5163, AND HOME 920
 PN1356'787-3176.  TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 PN1356'21 (DIVISION STREET) AND STATE HIGHWAY 22 (CAMBRIDGE STREET) ON THE
 PN1356'SOUTHWEST SIDE OF THE CITY OF WAUTOMA, GO SOUTH AND SOUTH-SOUTHEAST
 PN1356'1.29 KM (0.80 MI) ON HIGHWAY 22 TO COTTONVILLE AVENUE RIGHT, CONTINUE
 PN1356'SOUTH 1.13 KM (0.70 MI) ON HIGHWAY 22 TO COTTONVILLE LANE LEFT AND
 PN1356'COTTONVILLE DRIVE RIGHT, TURN RIGHT AND GO WEST 0.89 KM (0.55 MI) ON
 PN1356'COTTONVILLE DRIVE TO THE AIRPORT ENTRANCE ROAD ON THE LEFT, TURN LEFT
 PN1356'AND GO SOUTH 0.08 KM (0.05 MI) TO A ROAD/TAXIWAY INTERSECTION AND THE
 PN1356'AIRPORT OFFICE ON THE LEFT, TURN LEFT AND GO EAST 0.81 KM (0.50 MI)
 PN1356'ACROSS AN APRON TO A TAXIWAY RIGHT, TURN RIGHT AND GO SOUTH AND
 PN1356'SOUTHEAST 0.24 KM (0.15 MI) CROSSING TURF RUNWAY 08/26 TO A TURN IN
 PN1356'THE TAXIWAY, TURN RIGHT AND GO SOUTHWEST 0.32 KM (0.20 MI) TO PAVED
 PN1356'RUNWAY 13/31 AND THE STATION ON THE LEFT IN A GRASS AREA.  THE STATION
 PN1356'IS A STAINLESS STEEL ROD WITH ACCESS THROUGH A 5-INCH DIAMETER LOGO
 PN1356'CAP RECESSED 2 CM BELOW THE GROUND AND ABOUT LEVEL WITH THE RUNWAY
 PN1356'PAVEMENT.  IT IS, 35.3 M (115.8 FT) SOUTHEAST OF THE CENTERLINE OF THE
 PN1356'TAXIWAY, 38.5 M (126.3 FT) NORTHEAST OF THE CENTERLINE OF RUNWAY
 PN1356'13/31, 26.73 M (87.70 FT) NORTHEAST OF A WHITE RUNWAY LIGHT, AND 30.12
 PN1356'M (98.82 FT) EAST OF THE MORE NORTHEASTERLY OF A PAIR OF BLUE TAXIWAY
 PN1356'LIGHTS. NOTE---AT THE TIME OF THE VISIT, THE STATION WAS ABOUT 10
 PN1356'METERS (32.8 FT) WEST OF THE ROUNDED WEST CORNER OF A CORN FIELD.  A
 PN1356'WITNESS POST WAS NOT SET AT THIS STATION.
 PN1356
 PN1356                          STATION RECOVERY (1999)
 PN1356
 PN1356'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1999 (ARL)
 PN1356'THE STATION WAS RECOVERED AS DESCRIBED EXCEPT THE DISTANCE --ACROSS AN
 PN1356'APRON TO A TAXIWAY RIGHT-- SHOULD BE 0.08 KM (0.05 MI) NOT 0.81 KM
 PN1356'(0.50 MI) .  THE STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER
 PN1356'THAN 15 DEGREES ABOVE THE HORIZON.  THIS STATION IS DESIGNATED AS THE
 PN1356'PRIMARY AIRPORT CONTROL STATION
 PN1356
 PN1356                          STATION RECOVERY (2001)
 PN1356
 PN1356'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 PN1356'RECOVERED IN GOOD CONDITION.
 PN1356
 PN1356                          STATION RECOVERY (2004)
 PN1356
 PN1356'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 PN1356'RECOVERED AS DESCRIBED.
 PN1356
 PN1356                          STATION RECOVERY (2004)
 PN1356
 PN1356'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 PN1356'RECOVERED AS DESCRIBED.
 PN1356
 PN1356                          STATION RECOVERY (2005)
 PN1356
 PN1356'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 PN1356'RECOVERED IN GOOD CONDITION.
 PN1356
 PN1356                          STATION RECOVERY (2006)
 PN1356
 PN1356'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 PN1356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1357 ***********************************************************************
 PN1357  SACS        -  This is a Secondary Airport Control Station.
 PN1357  DESIGNATION -  FAA Y50 B
 PN1357  PID         -  PN1357
 PN1357  STATE/COUNTY-  WI/WAUSHARA
 PN1357  USGS QUAD   -  WAUTOMA (1968)
 PN1357
 PN1357                         *CURRENT SURVEY CONTROL
 PN1357  ___________________________________________________________________
 PN1357* NAD 83(1997)-  44 02 20.36663(N)    089 17 59.28866(W)     ADJUSTED  
 PN1357* NAVD 88     -       260.12   (meters)     853.4    (feet)  GPS OBS   
 PN1357  ___________________________________________________________________
 PN1357  X           -      56,123.962 (meters)                     COMP
 PN1357  Y           -  -4,592,283.831 (meters)                     COMP
 PN1357  Z           -   4,411,362.707 (meters)                     COMP
 PN1357  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 PN1357  ELLIP HEIGHT-         223.95  (meters)          (11/17/99) GPS OBS
 PN1357  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 PN1357
 PN1357  HORZ ORDER  -  FIRST
 PN1357  ELLP ORDER  -  THIRD     CLASS I
 PN1357
 PN1357.This mark is at Wautoma Municipal Airport (Y50)
 PN1357
 PN1357.The horizontal coordinates were established by GPS observations
 PN1357.and adjusted by the National Geodetic Survey in November 1999..
 PN1357
 PN1357.The orthometric height was determined by GPS observations and a
 PN1357.high-resolution geoid model.
 PN1357
 PN1357.GPS derived orthometric heights for airport stations designated as
 PN1357.PACS or SACS are published to 2 decimal places.  This maintains
 PN1357.centimeter relative accuracy between the PACS and SACS.  It does
 PN1357.not indicate centimeter accuracy relative to other marks which are
 PN1357.part of the NAVD 88 network.
 PN1357
 PN1357.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PN1357
 PN1357.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1357
 PN1357.The ellipsoidal height was determined by GPS observations
 PN1357.and is referenced to NAD 83.
 PN1357
 PN1357.The geoid height was determined by GEOID03.
 PN1357
 PN1357;                    North         East     Units Scale Factor Converg.
 PN1357;SPC WI S     -   226,755.037   656,122.424   MT  0.99999450   +0 28 52.0
 PN1357;SPC WI S     -   743,945.48  2,152,628.32   sFT  0.99999450   +0 28 52.0
 PN1357;SPC WI C     -    23,094.480   656,125.310   MT  1.00004657   +0 29 38.6
 PN1357;SPC WI C     -    75,769.14  2,152,637.79   sFT  1.00004657   +0 29 38.6
 PN1357;UTM  16      - 4,878,774.922   315,734.444   MT  1.00001761   -1 35 56.9
 PN1357
 PN1357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1357!SPC WI S     -   0.99996488  x   0.99999450  =   0.99995939
 PN1357!SPC WI C     -   0.99996488  x   1.00004657  =   1.00001145
 PN1357!UTM  16      -   0.99996488  x   1.00001761  =   0.99998249
 PN1357
 PN1357:                Primary Azimuth Mark                     Grid Az
 PN1357:SPC WI S     -  FAA Y50 A                                311 49 47.2
 PN1357:SPC WI C     -  FAA Y50 A                                311 49 00.6
 PN1357:UTM  16      -  FAA Y50 A                                313 54 36.1
 PN1357
 PN1357|---------------------------------------------------------------------|
 PN1357| PID    Reference Object                     Distance      Geod. Az  |
 PN1357|                                                           dddmmss.s |
 PN1357| PN1356 FAA Y50 A                           APPROX. 0.7 KM 3121839.2 |
 PN1357|---------------------------------------------------------------------|
 PN1357
 PN1357                          SUPERSEDED SURVEY CONTROL
 PN1357
 PN1357  NAD 83(1991)-  44 02 20.36507(N)    089 17 59.28656(W) AD(       ) 1
 PN1357  ELLIP H (08/19/91)  224.07   (m)                       GP(       ) 4 1
 PN1357  NGVD 29 (08/19/91)  260.2    (m)          854.     (f) GPS OBS        
 PN1357
 PN1357.Superseded values are not recommended for survey control.
 PN1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1357.See file dsdata.txt to determine how the superseded data were derived.
 PN1357
 PN1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP1573478775(NAD 83)
 PN1357_MARKER: I = METAL ROD
 PN1357_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PN1357_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 PN1357_STAMPING: FAA Y50 B 1990
 PN1357_MARK LOGO: NGS   
 PN1357_PROJECTION: FLUSH
 PN1357_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN1357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN1357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN1357+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1999
 PN1357_ROD/PIPE-DEPTH: 12.2 meters
 PN1357_SLEEVE-DEPTH  : 1.0 meters
 PN1357
 PN1357  HISTORY     - Date     Condition        Report By
 PN1357  HISTORY     - 1990     MONUMENTED       NGS
 PN1357  HISTORY     - 19990720 GOOD             WOOLPT
 PN1357
 PN1357                          STATION DESCRIPTION
 PN1357
 PN1357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PN1357'THE STATION IS LOCATED ABOUT 8.8 KM (5.5 MI) EAST-NORTHEAST OF
 PN1357'RICHFORD, 2.7 KM (1.7 MI) SOUTHWEST OF WAUTOMA AND AT THE WAUTOMA
 PN1357'MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF WAUTOMA, CITY HALL, WAUTOMA,
 PN1357'WI 54982, PHONE 414-787-4044.  THE AIRPORT MANAGER IS JEFF PLITT, RT
 PN1357'1, BOX 149 B, WAUTOMA, WI 54982, PHONE 414-787-3030 OR HOME
 PN1357'414-566-4144.
 PN1357'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 21 AND 22 IN
 PN1357'SOUTH WAUTOMA, GO SOUTH ON STATE HIGHWAY 22 FOR 2.6 KM (1.6 MI) TO A
 PN1357'CROSSROAD.  TURN RIGHT AND GO WEST ON COTTONVILLE ROAD FOR 0.9 KM
 PN1357'(0.6 MI) TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH ON THE
 PN1357'AIRPORT ENTRANCE ROAD FOR 0.1 KM (0.1 MI) , PASSING THE AIRPORT
 PN1357'OFFICE ON THE LEFT, TO AN APRON ON THE LEFT.  TURN LEFT AND GO
 PN1357'EAST-SOUTHEAST ACROSS THE APRON FOR 0.1 KM (0.1 MI) TO A TAXIWAY ON
 PN1357'THE RIGHT.  TURN RIGHT AND GO SOUTHEAST ON THE TAXIWAY FOR 0.25 KM
 PN1357'(0.16 MI) TO A TAXIWAY ON THE RIGHT.  TURN RIGHT AND GO SOUTHWEST ON
 PN1357'THE TAXIWAY FOR 0.3 KM (0.2 MI) TO THE RUNWAY.  TURN LEFT AND GO
 PN1357'SOUTHEAST ON THE RUNWAY FOR 0.8 KM (0.5 MI) TO THE END OF THE RUNWAY
 PN1357'AND A TURN-AROUND AND THE STATION ON THE LEFT.
 PN1357'THE STATION IS LOCATED 34.3 M (112.5 FT) EAST-SOUTHEAST FROM RUNWAY
 PN1357'LIGHT NUMBER 26, 32.4 M (106.3 FT) NORTHEAST FROM THE CENTERLINE OF
 PN1357'THE RUNWAY, 22.6 M (74.1 FT) WEST-SOUTHWEST FROM THE NORTHEAST CORNER
 PN1357'OF A TURN-AROUND AND 5.3 M (17.4 FT) NORTHWEST FROM THE NORTHWEST
 PN1357'EDGE OF A TURN-AROUND.
 PN1357'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PN1357
 PN1357                          STATION RECOVERY (1999)
 PN1357
 PN1357'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1999 (ARL)
 PN1357'THE STATION IS LOCATED APPROXIMATELY 56.35 KM (35.00 MI) SOUTHEAST OF
 PN1357'WISCONSIN RAPIDS, 54.75 KM (34.00 MI) WEST OF OSHKOSH, AND 3.22 KM
 PN1357'(2.00 MI) SOUTH-SOUTHWEST OF WAUTOMA NEAR THE SOUTHEAST END OF RUNWAY
 PN1357'13/31 AT THE WAUTOMA MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF WAUTOMA.
 PN1357'THE AIRPORT MANAGER IS JACK MULLENMASTER, TELEPHONE 920-787-3030 AT
 PN1357'THE AIRPORT OFFICE AND 920-787-5163 AT HIS HANGER/WORKSHOP.  TO REACH
 PN1357'THE STATION FROM THE JUNCTION OF STATE HIGHWAY 21 (DIVISION STREET)
 PN1357'AND STATE HIGHWAY 22 (CAMBRIDGE STREET) ON THE SOUTHWEST SIDE OF THE
 PN1357'CITY OF WAUTOMA, GO SOUTH AND SOUTH-SOUTHEAST 1.29 KM (0.80 MI) ON
 PN1357'HIGHWAY 22 TO COTTONVILLE AVENUE RIGHT, CONTINUE SOUTH 1.13 KM (0.70
 PN1357'MI) ON HIGHWAY 22 TO COTTONVILLE LANE LEFT AND COTTONVILLE DRIVE
 PN1357'RIGHT, TURN RIGHT AND GO WEST 0.89 KM (0.55 MI) ON COTTONVILLE DRIVE
 PN1357'TO THE AIRPORT ENTRANCE ROAD ON THE LEFT, TURN LEFT AND GO SOUTH 0.08
 PN1357'KM (0.05 MI) TO A ROAD/TAXIWAY INTERSECTION AND THE AIRPORT OFFICE ON
 PN1357'THE LEFT, TURN LEFT AND GO EAST 0.08 KM (0.05 MI) ACROSS AN APRON TO A
 PN1357'TAXIWAY RIGHT, TURN RIGHT AND GO SOUTH AND SOUTHEAST ALONG THE TAXIWAY
 PN1357'CROSSING TURF RUNWAY 08/26 TO A TURN IN THE TAXIWAY, TURN RIGHT AND GO
 PN1357'SOUTHWEST 0.32 KM (0.20 MI) TO PAVED RUNWAY 13/31, TURN LEFT AND GO
 PN1357'SOUTHEAST 0.81 KM (0.50 MI) ALONG THE NORTHEAST SIDE OF THE RUNWAY TO
 PN1357'THE STATION JUST BEFORE REACHING THE PAVED TURNAROUND/RUNUP AREA.  THE
 PN1357'STATION IS A STAINLESS STEEL ROD WITH ACCESS THROUGH A 12-CM (5-INCH)
 PN1357'DIAMETER LOGO CAP RECESSED 5 CM (2 INCHES) BELOW GROUND AND
 PN1357'APPROXIMATELY 0.5 M (1.6 FT) BELOW THE RUNWAY PAVEMENT.  THE STATION
 PN1357'IS 31.6 M (103.7 FT) NORTHEAST OF THE CENTERLINE OF RUNWAY 13/31, 42.2
 PN1357'M (138.5 FT) NORTH OF THE CENTERLINE OF RUNWAY 13/31 AT THE END OF
 PN1357'PAVEMENT, 38.1 M (125.0 FT) NORTH-NORTHWEST OF THE MIDDLE ONE OF THREE
 PN1357'THRESHOLD LIGHTS NORTHEAST OF THE RUNWAY, 34.2 M (112.2 FT) EAST OF
 PN1357'THE MOST SOUTHEASTERLY RUNWAY LIGHT ON THE NORTHEAST SIDE OF THE
 PN1357'RUNWAY, 22.6 M (74.1 FT) WEST-SOUTHWEST OF THE NORTH CORNER OF THE
 PN1357'PAVEMENT OF THE TURNAROUND/RUNUP AREA, APPROXIMATELY 12 M (39.4 FT)
 PN1357'SOUTH OF THE ROUNDED CORNER OF A CULTIVATED FIELD, AND 5.4 M (17.7 FT)
 PN1357'NORTH-NORTHWEST OF THE EDGE OF THE PAVEMENT OF THE TURNAROUND/RUNUP
 PN1357'AREA.  ---NOTE---THE STATION HAS NO VISIBLE OBSTRUCTION EXTENDING
 PN1357'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.  THIS STATION IS DESIGNATED
 PN1357'AS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1186 ***********************************************************************
 OM1186  DESIGNATION -  FAIR
 OM1186  PID         -  OM1186
 OM1186  STATE/COUNTY-  WI/COLUMBIA
 OM1186  USGS QUAD   -  PINE ISLAND (1979)
 OM1186
 OM1186                         *CURRENT SURVEY CONTROL
 OM1186  ___________________________________________________________________
 OM1186* NAD 83(1991)-  43 31 43.36113(N)    089 32 51.76855(W)     ADJUSTED  
 OM1186* NAVD 88     -       243.     (meters)     797.     (feet)  SCALED    
 OM1186  ___________________________________________________________________
 OM1186  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 OM1186  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 OM1186
 OM1186  HORZ ORDER  -  THIRD
 OM1186
 OM1186.The horizontal coordinates were established by classical geodetic methods
 OM1186.and adjusted by the National Geodetic Survey in November 1991..
 OM1186
 OM1186.The orthometric height was scaled from a topographic map.
 OM1186
 OM1186.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1186
 OM1186.The geoid height was determined by GEOID03.
 OM1186
 OM1186;                    North         East     Units Scale Factor Converg.
 OM1186;SPC WI S     -   169,924.805   636,559.538   MT  0.99993501   +0 18 38.8
 OM1186;SPC WI S     -   557,494.96  2,088,445.75   sFT  0.99993501   +0 18 38.8
 OM1186;UTM  16      - 4,822,683.495   294,125.852   MT  1.00012137   -1 45 19.0
 OM1186
 OM1186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1186!SPC WI S     -   0.99996745  x   0.99993501  =   0.99990247
 OM1186!UTM  16      -   0.99996745  x   1.00012137  =   1.00008882
 OM1186
 OM1186|---------------------------------------------------------------------|
 OM1186| PID    Reference Object                     Distance      Geod. Az  |
 OM1186|                                                           dddmmss.s |
 OM1186| CI8643 FAIR RM 2                             9.325 METERS 09149     |
 OM1186| OM1124 ROWLEY                              APPROX. 4.5 KM 1500319.4 |
 OM1186| CI8641 FAIR AZ MK                                         1841046.4 |
 OM1186| CI8642 FAIR RM 1                            19.733 METERS 35615     |
 OM1186|---------------------------------------------------------------------|
 OM1186
 OM1186                          SUPERSEDED SURVEY CONTROL
 OM1186
 OM1186  NAD 83(1986)-  43 31 43.35390(N)    089 32 51.77447(W) AD(       ) 3
 OM1186  NAD 27      -  43 31 43.42030(N)    089 32 51.33740(W) AD(       ) 3
 OM1186
 OM1186.Superseded values are not recommended for survey control.
 OM1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1186.See file dsdata.txt to determine how the superseded data were derived.
 OM1186
 OM1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP9412622683(NAD 83)
 OM1186_MARKER: DS = TRIANGULATION STATION DISK
 OM1186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1186
 OM1186  HISTORY     - Date     Condition        Report By
 OM1186  HISTORY     - 1958     MONUMENTED       CGS
 OM1186
 OM1186                          STATION DESCRIPTION
 OM1186
 OM1186'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1186'THE STATION IS ABOUT 5 MILES SOUTHEAST OF PORTAGE, IN THE
 OM1186'SOUTHEAST 1/4 SEC. 9, T 12 N, R 8 E.  IT IS 54 FEET SOUTHEAST
 OM1186'OF THE INTERSECTION OF A GRAVELED CROSSROAD, 4 FEET EAST OF
 OM1186'A WHITE WITNESS POST, 45 FEET EAST OF THE CENTERLINE OF A
 OM1186'GRAVELED ROAD AND 32 FEET SOUTH OF THE CENTERLINE OF A GRAVELED
 OM1186'ROAD.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED FAIR 1958.
 OM1186'
 OM1186'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51
 OM1186'AND STATE HIGHWAY 33 AND 78 IN PORTAGE, GO SOUTHWEST ON HIGHWAY
 OM1186'78 AND 33 FOR 1.8 MILES TO THEIR JUNCTION.  CONTINUE WEST ON
 OM1186'HIGHWAY 33 FOR 2.5 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT
 OM1186'AND GO NORTHERLY FOR 1.5 MILES TO THE END OF THE PAVEMENT.
 OM1186'CONTINUE AHEAD FOR 0.35 MILES TO THE AZIMUTH MARK ON THE LEFT.
 OM1186'CONTINUE NORTH FOR 0.15 MILE TO A GRAVELED CROSSROAD AND
 OM1186'THE STATION IN THE SOUTHEAST ANGLE AS DESCRIBED.
 OM1186'
 OM1186'REFERENCE MARK 1 IS 37 FEET NORTH OF THE CENTERLINE OF THE
 OM1186'GRAVELED ROAD, 54 FEET NORTHEAST OF THE INTERSECTION OF GRAVELED
 OM1186'ROADS.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED FAIR NO
 OM1186'1 1958.
 OM1186'
 OM1186'REFERENCE MARK 2 IS 35 FEET SOUTH OF THE CENTERLINE OF THE
 OM1186'GRAVELED ROAD, 34 FEET EAST OF THE WHITE WITNESS POST AND
 OM1186'AT THE NORTHWEST EDGE OF A CULTIVATED FIELD.  THE MONUMENT
 OM1186'IS FLUSH AND THE DISK IS STAMPED FAIR NO 2 1958.
 OM1186'
 OM1186'THE AZIMUTH MARK IS 32 FEET WEST OF THE CENTERLINE OF THE
 OM1186'GRAVELED ROAD, 1 FOOT NORTH OF THE WHITE WITNESS POST AND 4
 OM1186'FEET EAST OF THE EAST EDGE OF A CULTIVATED FIELD.  THE MONUMENT
 OM1186'IS FLUSH AND THE DISK IS STAMPED FAIR 1958.
 OM1186'
 OM1186'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0613 ***********************************************************************
 PO0613  DESIGNATION -  FAIR
 PO0613  PID         -  PO0613
 PO0613  STATE/COUNTY-  WI/CLARK
 PO0613  USGS QUAD   -  NEILLSVILLE (1979)
 PO0613
 PO0613                         *CURRENT SURVEY CONTROL
 PO0613  ___________________________________________________________________
 PO0613* NAD 83(1991)-  44 33 08.96355(N)    090 34 50.68015(W)     ADJUSTED  
 PO0613* NAVD 88     -       357.     (meters)    1171.     (feet)  SCALED    
 PO0613  ___________________________________________________________________
 PO0613  LAPLACE CORR-          -5.55  (seconds)                    DEFLEC99
 PO0613  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 PO0613
 PO0613  HORZ ORDER  -  FIRST
 PO0613
 PO0613.The horizontal coordinates were established by classical geodetic methods
 PO0613.and adjusted by the National Geodetic Survey in November 1991..
 PO0613
 PO0613.The orthometric height was scaled from a topographic map.
 PO0613
 PO0613.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0613
 PO0613.The geoid height was determined by GEOID03.
 PO0613
 PO0613;                    North         East     Units Scale Factor Converg.
 PO0613;SPC WI C     -    80,076.222   553,857.500   MT  0.99995658   -0 24 35.1
 PO0613;SPC WI C     -   262,716.74  1,817,114.15   sFT  0.99995658   -0 24 35.1
 PO0613;UTM  15      - 4,936,086.572   692,153.712   MT  1.00005408   +1 41 52.0
 PO0613
 PO0613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0613!SPC WI C     -   0.99994923  x   0.99995658  =   0.99990581
 PO0613!UTM  15      -   0.99994923  x   1.00005408  =   1.00000331
 PO0613
 PO0613|---------------------------------------------------------------------|
 PO0613| PID    Reference Object                     Distance      Geod. Az  |
 PO0613|                                                           dddmmss.s |
 PO0613| CJ4920 FAIR RM 1                            30.227 METERS 27228     |
 PO0613| PO0611 NEILLSVILLE METH EPIS CH            APPROX. 1.3 KM 3034035.4 |
 PO0613| PO0612 CLARK CO CTHSE BASE OF STATUE       APPROX. 1.4 KM 3091013.2 |
 PO0613| PO0610 NEILLSVILLE AM STORE DAIRY STK      APPROX. 1.7 KM 3103013.0 |
 PO0613| PO0615 NEILLSVILLE MUNICIPAL TOWER         APPROX. 1.1 KM 3121640.5 |
 PO0613| CJ4919 FAIR AZ MK                                         3123326.6 |
 PO0613| CJ4921 FAIR RM 2                            34.592 METERS 33751     |
 PO0613|---------------------------------------------------------------------|
 PO0613
 PO0613                          SUPERSEDED SURVEY CONTROL
 PO0613
 PO0613  NAD 83(1986)-  44 33 08.96054(N)    090 34 50.68908(W) AD(       ) 1
 PO0613  NAD 27      -  44 33 09.09400(N)    090 34 50.19800(W) AD(       ) 1
 PO0613
 PO0613.Superseded values are not recommended for survey control.
 PO0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0613.See file dsdata.txt to determine how the superseded data were derived.
 PO0613
 PO0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK9215436087(NAD 83)
 PO0613_MARKER: DS = TRIANGULATION STATION DISK
 PO0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0613_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PO0613
 PO0613  HISTORY     - Date     Condition        Report By
 PO0613  HISTORY     - 1934     MONUMENTED       CGS
 PO0613  HISTORY     - 1939     GOOD             CGS
 PO0613  HISTORY     - 1945     GOOD             CGS
 PO0613
 PO0613                          STATION DESCRIPTION
 PO0613
 PO0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 PO0613'THIS STATION IS ABOUT 1-1/2 MILES SOUTHEAST OF NEILLSVILLE,
 PO0613'IN THE NORTHEAST QUARTER SEC. 23, T. 24 N., R. 2 W., ON THE CLARK
 PO0613'COUNTY FAIR GROUNDS, 38 FEET SOUTH OF THE NORTH FENCE OF THE
 PO0613'FAIR GROUNDS, 70 FEET SOUTH OF THE CENTER LINE OF THE PAVEMENT
 PO0613'OF U.S. HIGHWAY 10, 53 FEET EAST-SOUTHEAST OF THE EAST GATEPOST
 PO0613'OF THE MAIN ENTRANCE GATE TO THE FAIR GROUNDS, AND 108 FEET
 PO0613'NORTHWEST OF THE NORTHWEST CORNER OF THE FINE ARTS, DAIRY
 PO0613'AND CULINARY BUILDINGS WHICH IS THE MOST NORTHWESTERLY OF
 PO0613'THE GROUP OF FAIR BUILDINGS.  THE MARK IS FLUSH WITH THE
 PO0613'SURFACE OF THE GROUND.
 PO0613'
 PO0613'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 PO0613'10 AND STATE HIGHWAY 95 IN THE SOUTH EDGE OF TOWN, GO EAST
 PO0613'0.75 MILE TO THE STATION AT THE FAIR GROUNDS.
 PO0613'
 PO0613'REFERENCE MARK NO. 1 IS WEST OF THE STATION, 19 FEET
 PO0613'WEST-SOUTHWEST OF THE WEST GATEPOST OF THE MAIN ENTRANCE GATE,
 PO0613'66 FEET SOUTH OF THE CENTER LINE OF THE PAVEMENT OF U.S.
 PO0613'HIGHWAY 10, AND 10 FEET SOUTH OF A FENCE.  THE MARK IS FLUSH
 PO0613'WITH THE SURFACE OF THE GROUND.
 PO0613'
 PO0613'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF THE STATION, 34.5
 PO0613'FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 10, 1/2 FOOT
 PO0613'SOUTH OF THE RIGHT-OF-WAY FENCE LINE, 2-1/2 FEET NOTH OF THE
 PO0613'EDGE OF THE HIGHWAY DITCH, AND ABOUT 23 FEET EAST OF A POINT
 PO0613'DUE NORTH ACROSS THE HIGHWAY FROM THE CENTER OF THE MAIN
 PO0613'ENTRANCE GATE TO THE FAIR GROUNDS.  THE MARK PROJECTS 5 INCHES.
 PO0613'
 PO0613'THE AZIMUTH MARK IS 0.65 MILE NORTHWEST OF THE STATION, 1 FOOT
 PO0613'EAST OF THE FACE OF THE NEILLSVILLE MUNICIPAL WATER TOWER,
 PO0613'AND ABOUT 115 FEET NORTH OF THE CENTER LINE OF EAST FOURTH
 PO0613'STREET.  THE MARK PROJECTS 6 INCHES.
 PO0613'
 PO0613'A LIGHT 47 FEET ABOVE STATION BRUCE COMES INTO VIEW 30 FEET
 PO0613'ABOVE THIS STATION.
 PO0613'
 PO0613'A LIGHT 47 FEET ABOVE STATION FAIRCHILD COMES INTO VIEW 25 FEET
 PO0613'ABOVE THIS STATION.
 PO0613'
 PO0613'A LIGHT 47 FEET ABOVE STATION NEILLSVILLE IS VISIBLE FROM THE
 PO0613'GROUND.
 PO0613'
 PO0613'A LIGHT 10 FEET ABOVE STATION SADDLE COMES INTO VIEW 55 FEET
 PO0613'ABOVE THIS STATION.
 PO0613'
 PO0613'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 PO0613'BRONZE DISKS SET IN ROUND CONCRETE POSTS.
 PO0613
 PO0613                          STATION RECOVERY (1939)
 PO0613
 PO0613'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (SAD)
 PO0613'STATION, REFERENCE MARKS, AND AZIMUTH MARK FOUND AS DESCRIBED
 PO0613'IN GOOD CONDITION.
 PO0613'
 PO0613'THE STATION MIGHT BE SUITABLE AS A MAGNETIC STATION WHEN THE
 PO0613'FAIR IS NOT IN SESSION.  BUT THIS IS FAIR WEEK AND CARS AND
 PO0613'TRUCKS ARE PARKED NEAR, AND SOMETIMES OVER, THE STATION.
 PO0613'AND THERE IS A DRIVEWAY ONLY 20 FEET FROM THE STATION WITH
 PO0613'HEAVY TRAFFIC.
 PO0613'
 PO0613'REFERENCE MARK NO. 1 IS ONLY 7 FEET FROM AN ELECTRIC LIGHT
 PO0613'POST AND 2 HEAVY IRON GUY CABLES ENDING IN IRON ANCHOR RODS
 PO0613'WOULD PASS WITHIN 4 FEET OF THE INSTRUMENT.  ALSO, IT IS CLOSE
 PO0613'TO THE FENCE AND TO AUTO TRAFFIC.  THE FENCE NEAR REFERENCE
 PO0613'MARK NO. 2 HAS BEEN REMOVED AND IT MIGHT BE USED AS A MAGNETIC
 PO0613'STATION, BUT IS SO NEAR THE DITCH ALONG THE HIGHWAY THAT IT
 PO0613'WOULD BE HARD TO SET UP THE OBSERVING TENT OVER IT.  ALSO IT IS
 PO0613'LESS THAN 30 FEET FROM THE EDGE OF PAVEMENT OF U.S. HIGHWAY
 PO0613'10.
 PO0613'
 PO0613'THE AZIMUTH MARK, BEING ONLY 1 FOOT FROM THE MUNICIPAL WATER
 PO0613'TOWER IS EVIDENTLY NOT AVAILABLE.
 PO0613
 PO0613                          STATION RECOVERY (1945)
 PO0613
 PO0613'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RJB)
 PO0613'ALL MARKS STAMPED FAIR 1934, FAIR NO. 1, 1934, FAIR NO. 2, 1934,
 PO0613'FAIR AZIMUTH MARK 1934 FOUND AS DESCRIBED AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0619 ***********************************************************************
 PO0619  DESIGNATION -  FAIRCHILD
 PO0619  PID         -  PO0619
 PO0619  STATE/COUNTY-  WI/CLARK
 PO0619  USGS QUAD   -  FAIRCHILD (1979)
 PO0619
 PO0619                         *CURRENT SURVEY CONTROL
 PO0619  ___________________________________________________________________
 PO0619* NAD 83(1991)-  44 34 53.19062(N)    090 53 42.11748(W)     ADJUSTED  
 PO0619* NAVD 88     -       399.3    (meters)    1310.     (feet)  VERTCON   
 PO0619  ___________________________________________________________________
 PO0619  LAPLACE CORR-          -7.13  (seconds)                    DEFLEC99
 PO0619  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 PO0619
 PO0619  HORZ ORDER  -  FIRST
 PO0619
 PO0619.The horizontal coordinates were established by classical geodetic methods
 PO0619.and adjusted by the National Geodetic Survey in November 1991..
 PO0619
 PO0619.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0619
 PO0619.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0619
 PO0619.The geoid height was determined by GEOID03.
 PO0619
 PO0619;                    North         East     Units Scale Factor Converg.
 PO0619;SPC WI C     -    83,520.031   528,922.327   MT  0.99995387   -0 37 53.5
 PO0619;SPC WI C     -   274,015.30  1,735,306.00   sFT  0.99995387   -0 37 53.5
 PO0619;UTM  15      - 4,938,610.753   667,107.659   MT  0.99994342   +1 28 40.3
 PO0619
 PO0619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0619!SPC WI C     -   0.99994247  x   0.99995387  =   0.99989634
 PO0619!UTM  15      -   0.99994247  x   0.99994342  =   0.99988589
 PO0619
 PO0619:                Primary Azimuth Mark                     Grid Az
 PO0619:SPC WI C     -  THORPE MUNICIPAL TANK                    010 39 22.6
 PO0619:UTM  15      -  THORPE MUNICIPAL TANK                    008 32 48.8
 PO0619
 PO0619|---------------------------------------------------------------------|
 PO0619| PID    Reference Object                     Distance      Geod. Az  |
 PO0619|                                                           dddmmss.s |
 PO0619| PO0626 THORPE MUNICIPAL TANK               APPROX.43.0 KM 0100129.1 |
 PO0619| PO0620 TWIN MOUNT FIRE TOWER                11.513 METERS 03627     |
 PO0619| CJ4923 FAIRCHILD RM 1                       19.741 METERS 03738     |
 PO0619| PO0608 GREENWOOD MUNICIPAL TANK            APPROX.31.3 KM 0484145.7 |
 PO0619| PO0542 LOYAL MUNICIPAL TANK                APPROX.35.9 KM 0614032.6 |
 PO0619| PO0621 TWIN MOUNT LOT                        6.943 METERS 06909     |
 PO0619| CJ4924 FAIRCHILD RM 2                       15.258 METERS 16741     |
 PO0619| PO0629 AUGUSTA MUN TANK                    APPROX.20.9 KM 3013957.3 |
 PO0619| CJ4922 FAIRCHILD AZ MK                                    3085724.5 |
 PO0619| PO0625 FAIRCHILD TV STA WEAU MAST          APPROX.10.6 KM 3300310.1 |
 PO0619|---------------------------------------------------------------------|
 PO0619
 PO0619                          SUPERSEDED SURVEY CONTROL
 PO0619
 PO0619  NAD 83(1986)-  44 34 53.18731(N)    090 53 42.12791(W) AD(       ) 1
 PO0619  NAD 27      -  44 34 53.32100(N)    090 53 41.59800(W) AD(       ) 1
 PO0619  NGVD 29 (07/19/86)  399.3    (m)         1310.     (f) VERT ANG       
 PO0619
 PO0619.Superseded values are not recommended for survey control.
 PO0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0619.See file dsdata.txt to determine how the superseded data were derived.
 PO0619
 PO0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK6710838611(NAD 83)
 PO0619_MARKER: DS = TRIANGULATION STATION DISK
 PO0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0619_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PO0619
 PO0619  HISTORY     - Date     Condition        Report By
 PO0619  HISTORY     - 1934     MONUMENTED       CGS
 PO0619  HISTORY     - 1967     GOOD             CGS
 PO0619
 PO0619                          STATION DESCRIPTION
 PO0619
 PO0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 PO0619'THIS STATION IS EAST-SOUTHEAST OF FAIRCHILD, IN THE NORTHWEST
 PO0619'QUARTER SEC. 8, T. 24 N., R. 4 W., ON LAND OWNED BY F.J.
 PO0619'SCHAEFFER WHO LIVES 1 MILE WEST OF THE STATION.  THE STATION
 PO0619'IS ON PROMINENT HILL OCCUPIED BY THE TWIN MOUND LOOKOUT TOWER,
 PO0619'28 FEET SOUTHWEST OF SOUTHWEST LEG OF TOWER, 37.78 FEET
 PO0619'SOUTHWEST OF CENTER OF TOWER, AND PROJECTS 4 INCHES.
 PO0619'
 PO0619'TO REACH FROM FAIRCHILD, GO EAST ON U.S. HIGHWAYS 10 AND 12
 PO0619'FOR 2.8 MILES TO THEIR JUNCTION, AT AUTOMATIC TRAFFIC LIGHT.
 PO0619'HERE CONTINUE EAST ON U.S. HIGHWAY 10 FOR 0.65 MILE TO A SAND
 PO0619'ROAD LEADING SOUTH, THENCE SOUTH ON SAND ROAD 0.7 MILE TO
 PO0619'FARMHOUSE ON LEFT.  FROM FARMHOUSE FOLLOW STOCK LANE SOUTH AND
 PO0619'EAST ABOUT 1/4 MILE TO ITS END AT NORTHWEST CORNER OF PASTURE,
 PO0619'THENCE SOUTHEAST ACROSS PASTURE, ABOUT 200 YARDS, TO POINT
 PO0619'OF BRUSHY RIDGE.  THIS IS AS FAR AS ANY CONVEYANCE CAN BE
 PO0619'TAKEN.  FROM POINT OF RIDGE, FOLLOW CLEARED OPENING SOUTH
 PO0619'ABOUT 80 YARDS TO FENCE LINE, THENCE ALONG PHONE LINE 200
 PO0619'YARDS TO STATION.
 PO0619'
 PO0619'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION, 18 FEET
 PO0619'NORTH-NONRTHEAST OF THE NORTHEAST LEG OF TOWER, AND PROJECTS
 PO0619'5 INCHES.  DISTANCE BETWEEN THE REFERENCE MARKS IS 104.24 FEET.
 PO0619'
 PO0619'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION AND SOUTH-SOUTHWEST
 PO0619'OF TOWER NEAR SOUTH END OF TOP OF RIDGE, AND PROJECTS 6 INCHES.
 PO0619'
 PO0619'THE AZIMUTH MARK IS NORTHWEST OF THE STATION, 15 FEET WEST
 PO0619'OF SAND ROAD, IN FENCE LINE, 36 FEET NORTH OF FENCE CORNER, 100
 PO0619'YARDS WEST OF MR. FRANKS FARMHOUSE, AND PROJECTS 6 INCHES.
 PO0619'
 PO0619'A 47-FOOT SIGNAL AT JANKOWSKY IS VISLBLE FROM THE GROUND.
 PO0619'
 PO0619'A 74-FOOT SIGNAL AT WILSON COMES INTO VIEW AT 15 FEET, STATION
 PO0619'P.T. NO. 35 F (U.S.G.S.,1926) IS VISIBLE FROM THE GROUND.
 PO0619'
 PO0619'A 74-FOOT SIGNAL AT KOKALY COMES INTO VIEW AT 25 FEET.
 PO0619'
 PO0619'A 4-FOOT SIGNAL AT SOUTH MOUND COMES INTO VIEW AT 25 FEET.
 PO0619'
 PO0619'A 47-FOOT SIGNAL AT NEILLSVILLE COMES INTO VIEW AT 20 FEET.
 PO0619'
 PO0619'A 74-FOOT SIGNAL AT FAIR COMES INTO VIEW AT 20 FEET.
 PO0619'
 PO0619'A 47-FOOT SIGNAL AT BRUCE COMES INTO VIEW AT 30 FEET.
 PO0619'
 PO0619'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 PO0619'BRONZE DISKS SET IN ROUND CONCRETE MONUMENTS.
 PO0619
 PO0619                          STATION RECOVERY (1967)
 PO0619
 PO0619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JFS)
 PO0619'STATION MARK AND REFERENCE MARKS FOUND IN GOOD CONDITION.  THE
 PO0619'AZIMUTH MARK WAS NOT FOUND.  ANGLE TO REFERENCE MARK 2 DISAGREES
 PO0619'BY APPROX. 4 DEGREES WITH USC AND GS MEASUREMENTS.
 PO0619'
 PO0619'THE STATION MARK IS NOW 6.943 M. (22.78 FT) WSW. OF THE CENTER
 PO0619'OF TWIN MOUND LOOKOUT TOWER.  L.O.T. HAS APPARENTLY BEEN RELOCATED
 PO0619'SINCE THE STATION WAS ESTABLISHED.
 PO0619'
 PO0619'THE REMAINDER OF THE DESCRIPTION BY C.A.S. 1934 IS GOOD.
 PO0619'
 PO0619'HEIGHT OF LIGHT ABOVE STATION MARK 31.20 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0625 ***********************************************************************
 PO0625  DESIGNATION -  FAIRCHILD TV STA WEAU MAST
 PO0625  PID         -  PO0625
 PO0625  STATE/COUNTY-  WI/EAU CLAIRE
 PO0625  USGS QUAD   -  HORSE CREEK (1979)
 PO0625
 PO0625                         *CURRENT SURVEY CONTROL
 PO0625  ___________________________________________________________________
 PO0625* NAD 83(1991)-  44 39 49.50921(N)    090 57 41.38040(W)     ADJUSTED  
 PO0625* NAVD 88     -                                                        
 PO0625  ___________________________________________________________________
 PO0625  LAPLACE CORR-          -5.90  (seconds)                    DEFLEC99
 PO0625  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 PO0625
 PO0625  HORZ ORDER  -  THIRD
 PO0625
 PO0625.The horizontal coordinates were established by classical geodetic methods
 PO0625.and adjusted by the National Geodetic Survey in November 1991..
 PO0625
 PO0625
 PO0625.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0625
 PO0625.The geoid height was determined by GEOID03.
 PO0625
 PO0625;                    North         East     Units Scale Factor Converg.
 PO0625;SPC WI C     -    92,726.000   523,752.885   MT  0.99994754   -0 40 42.3
 PO0625;SPC WI C     -   304,218.55  1,718,345.92   sFT  0.99994754   -0 40 42.3
 PO0625;UTM  15      - 4,947,619.935   661,602.791   MT  0.99992115   +1 25 59.8
 PO0625
 PO0625                          SUPERSEDED SURVEY CONTROL
 PO0625
 PO0625  NAD 83(1986)-  44 39 49.50642(N)    090 57 41.39121(W) AD(       ) 4
 PO0625  NAD 27      -  44 39 49.64384(N)    090 57 40.84774(W) AD(       ) 3
 PO0625
 PO0625.Superseded values are not recommended for survey control.
 PO0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0625.See file dsdata.txt to determine how the superseded data were derived.
 PO0625
 PO0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK6160347620(NAD 83)
 PO0625_MARKER: 42 = RADIO/TV MAST
 PO0625
 PO0625  HISTORY     - Date     Condition        Report By
 PO0625  HISTORY     - 1967     FIRST OBSERVED   USGS
 PO0625
 PO0625                          STATION DESCRIPTION
 PO0625
 PO0625'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JFS)
 PO0625'STATION IS RED LIGHT ON TOP OF ANTENNA MAST OF TELEVISION STATION
 PO0625'WEAU OF EAU CLAIRE, A SLENDER STEEL MAST 2000 FT HIGH LOCATED
 PO0625'ABOUT 4.0 MI N. OF FAIRCHILD, IN NW. QUARTER SEC. 11, T. 25 N.,
 PO0625'R. 5 W., ABOUT 0.1 MI E. OF COUNTY HWY. H AND ABOUT 0.2 MI S. OF
 PO0625'NW. COR. OF SEC. 11.
 PO0625'
 PO0625'STATION WAS INTERSECTED FROM STATIONS GAEDE, DUN, FAIRCHILD, AND
 PO0625'TANDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5698 ***********************************************************************
 DH5698  DESIGNATION -  FAIRFIELD E GPS AZ MK
 DH5698  PID         -  DH5698
 DH5698  STATE/COUNTY-  WI/SAUK
 DH5698  USGS QUAD   -  BARABOO (1981)
 DH5698
 DH5698                         *CURRENT SURVEY CONTROL
 DH5698  ___________________________________________________________________
 DH5698* NAD 83(1997)-  43 28 17.39688(N)    089 38 10.46194(W)     ADJUSTED  
 DH5698* NAVD 88     -                                                        
 DH5698  ___________________________________________________________________
 DH5698  X           -      29,434.410 (meters)                     COMP
 DH5698  Y           -  -4,636,139.680 (meters)                     COMP
 DH5698  Z           -   4,365,817.590 (meters)                     COMP
 DH5698  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 DH5698  ELLIP HEIGHT-         222.78  (meters)          (08/01/05) GPS OBS
 DH5698  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 DH5698
 DH5698  HORZ ORDER  -  FIRST
 DH5698  ELLP ORDER  -  SECOND    CLASS I
 DH5698
 DH5698.The horizontal coordinates were established by GPS observations
 DH5698.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5698
 DH5698
 DH5698.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5698
 DH5698.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5698
 DH5698.The ellipsoidal height was determined by GPS observations
 DH5698.and is referenced to NAD 83.
 DH5698
 DH5698.The geoid height was determined by GEOID03.
 DH5698
 DH5698;                    North         East     Units Scale Factor Converg.
 DH5698;SPC WI S     -   163,533.843   629,431.525   MT  0.99993330   +0 14 59.8
 DH5698;SPC WI S     -   536,527.28  2,065,059.93   sFT  0.99993330   +0 14 59.8
 DH5698;UTM  16      - 4,816,552.291   286,770.643   MT  1.00015930   -1 48 51.8
 DH5698
 DH5698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5698!SPC WI S     -   0.99996507  x   0.99993330  =   0.99989837
 DH5698!UTM  16      -   0.99996507  x   1.00015930  =   1.00012436
 DH5698
 DH5698                          SUPERSEDED SURVEY CONTROL
 DH5698
 DH5698.No superseded survey control is available for this station.
 DH5698
 DH5698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP8677116552(NAD 83)
 DH5698_MARKER: DD = SURVEY DISK
 DH5698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5698_STAMPING: FAIRFIELD E GPS 1994
 DH5698_MARK LOGO: WI-111
 DH5698_PROJECTION: FLUSH
 DH5698_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5698+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH5698
 DH5698  HISTORY     - Date     Condition        Report By
 DH5698  HISTORY     - 1994     MONUMENTED       WI-111
 DH5698  HISTORY     - 20040511 GOOD             WIDT
 DH5698  HISTORY     - 20051228 GOOD             WIDT
 DH5698
 DH5698                          STATION DESCRIPTION
 DH5698
 DH5698'DESCRIBED BY WI DEPT OF TRANSP 2004 (DJH)
 DH5698'OWNERSHIP--SAUK COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5698'STATE HIGHWAY 33  WITH COUNTY HIGHWAY X ABOUT 5 MI EAST FROM THE CITY
 DH5698'OF BARABOO, GO EAST ON COUNTY  HIGHWAY X FOR 0.35 MI TO COUNTY HIGHWAY
 DH5698'W, TURN RIGHT ON COUNTY HIGHWAY W AND GO  SOUTH ON COUNTY HIGHWAY W
 DH5698'FOR 0.65 MI TO POTTER ROAD TO THE SOUTH AND COUNTY  HIGHWAY W TO THE
 DH5698'SOUTHEAST, CONTINUE SOUTHEAST ON COUNTY HIGHWAY W FOR 0.05 MI TO  THE
 DH5698'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH5698'TRANSPORTATION GEODETIC CONTROL AZIMUTH MARK DISK SET IN THE TOP OF A
 DH5698'40-CM DIAMETER  CONCRETE POST AND ABOUT 1 M BELOW THE HIGHWAY
 DH5698'PAVEMENT.  THE STATION IS 8.0 M  SOUTHEAST OF THE CENTERLINE OF COUNTY
 DH5698'HIGHWAY W, 2.2 M NORTHWEST OF A WHITE PLASTIC  WITNESS POST AND 2 M
 DH5698'NORTHWEST OF A FENCELINE.  ---NOTE---THIS STATION HAS  NO VISIBLE
 DH5698'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DH5698
 DH5698                          STATION RECOVERY (2005)
 DH5698
 DH5698'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5698'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5447 ***********************************************************************
 DH5447  DESIGNATION -  FAIRFIELD W GPS
 DH5447  PID         -  DH5447
 DH5447  STATE/COUNTY-  WI/SAUK
 DH5447  USGS QUAD   -  LEWISTON (1975)
 DH5447
 DH5447                         *CURRENT SURVEY CONTROL
 DH5447  ___________________________________________________________________
 DH5447* NAD 83(1997)-  43 31 14.24738(N)    089 41 38.79144(W)     ADJUSTED  
 DH5447* NAVD 88     -                                                        
 DH5447  ___________________________________________________________________
 DH5447  X           -      24,731.806 (meters)                     COMP
 DH5447  Y           -  -4,632,412.900 (meters)                     COMP
 DH5447  Z           -   4,369,779.536 (meters)                     COMP
 DH5447  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 DH5447  ELLIP HEIGHT-         226.43  (meters)          (08/01/05) GPS OBS
 DH5447  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 DH5447
 DH5447  HORZ ORDER  -  FIRST
 DH5447  ELLP ORDER  -  SECOND    CLASS I
 DH5447
 DH5447.The horizontal coordinates were established by GPS observations
 DH5447.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5447
 DH5447
 DH5447.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5447
 DH5447.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5447
 DH5447.The ellipsoidal height was determined by GPS observations
 DH5447.and is referenced to NAD 83.
 DH5447
 DH5447.The geoid height was determined by GEOID03.
 DH5447
 DH5447;                    North         East     Units Scale Factor Converg.
 DH5447;SPC WI S     -   168,972.567   624,729.377   MT  0.99993471   +0 12 36.6
 DH5447;SPC WI S     -   554,370.83  2,049,632.96   sFT  0.99993471   +0 12 36.6
 DH5447;UTM  16      - 4,822,158.263   282,266.477   MT  1.00018318   -1 51 21.4
 DH5447
 DH5447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5447!SPC WI S     -   0.99996449  x   0.99993471  =   0.99989921
 DH5447!UTM  16      -   0.99996449  x   1.00018318  =   1.00014767
 DH5447
 DH5447                          SUPERSEDED SURVEY CONTROL
 DH5447
 DH5447.No superseded survey control is available for this station.
 DH5447
 DH5447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP8226622158(NAD 83)
 DH5447_MARKER: DD = SURVEY DISK
 DH5447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5447_STAMPING: FAIRFIELD W GPS 2004
 DH5447_MARK LOGO: WIDT  
 DH5447_PROJECTION: FLUSH
 DH5447_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5447+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DH5447
 DH5447  HISTORY     - Date     Condition        Report By
 DH5447  HISTORY     - 2004     MONUMENTED       WIDT
 DH5447
 DH5447                          STATION DESCRIPTION
 DH5447
 DH5447'DESCRIBED BY WI DEPT OF TRANSP 2004 (TSS)
 DH5447'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY U AND NORTH
 DH5447'REEDSBURG  ROAD WITH COUNTY HIGHWAY A ABOUT 4 MI NORTH OF THE CITY OF
 DH5447'BARABOO, GO EAST ON COUNTY  HIGHWAY U FOR 1.0 MI TO GILLEM ROAD, TURN
 DH5447'RIGHT AND GO SOUTH ON GILLEM ROAD FOR 1.4 MI TO  COUNTY HIGHWAY T,
 DH5447'TURN LEFT AND GO EAST ON COUNTY HIGHWAY T FOR 1.35 MI TO THE STATION
 DH5447'ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH5447'TRANSPORTATION  GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH5447'A 43-CM DIAMETER CONTRETE POST  ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DH5447'THE STATION IS 10.1 M SOUTH OF THE CENTERLINE OF  COUNTY HIGHWAY T,
 DH5447'23.2 M SOUTH-SOUTHWEST OF A POWER POLE, 0.5 M NORTH OF A BARBED WIRE
 DH5447'FENCE, AND 1.0 M EAST AND WEST OF TWO ORANGE 4X4 PLASTIC WITNESS
 DH5447'POSTS.  ---NOTE---THIS  STATION HAS NO VISIBLE OBSTRUCTION EXTENDING
 DH5447'HIGHER THAN 15 DEGREES ABOVE THE  HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0767 ***********************************************************************
 OM0767  DESIGNATION -  FAIRVIEW
 OM0767  PID         -  OM0767
 OM0767  STATE/COUNTY-  WI/WAUKESHA
 OM0767  USGS QUAD   -  WAUKESHA (1994)
 OM0767
 OM0767                         *CURRENT SURVEY CONTROL
 OM0767  ___________________________________________________________________
 OM0767* NAD 83(1991)-  43 05 27.15250(N)    088 07 37.26799(W)     ADJUSTED  
 OM0767* NAVD 88     -       284.     (meters)     932.     (feet)  SCALED    
 OM0767  ___________________________________________________________________
 OM0767  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 OM0767  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 OM0767
 OM0767  HORZ ORDER  -  SECOND
 OM0767
 OM0767.The horizontal coordinates were established by classical geodetic methods
 OM0767.and adjusted by the National Geodetic Survey in November 1991..
 OM0767
 OM0767.The orthometric height was scaled from a topographic map.
 OM0767
 OM0767.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0767
 OM0767.The geoid height was determined by GEOID03.
 OM0767
 OM0767;                    North         East     Units Scale Factor Converg.
 OM0767;SPC WI S     -   122,898.242   752,478.542   MT  0.99994714   +1 17 13.0
 OM0767;SPC WI S     -   403,208.65  2,468,756.68   sFT  0.99994714   +1 17 13.0
 OM0767;UTM  16      - 4,771,522.811   408,273.639   MT  0.99970350   -0 46 11.9
 OM0767
 OM0767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0767!SPC WI S     -   0.99996093  x   0.99994714  =   0.99990808
 OM0767!UTM  16      -   0.99996093  x   0.99970350  =   0.99966444
 OM0767
 OM0767:                Primary Azimuth Mark                     Grid Az
 OM0767:SPC WI S     -  MENOMONEE FALLS MUNICIPAL TANK           001 56 15.4
 OM0767:UTM  16      -  MENOMONEE FALLS MUNICIPAL TANK           003 59 40.3
 OM0767
 OM0767|---------------------------------------------------------------------|
 OM0767| PID    Reference Object                     Distance      Geod. Az  |
 OM0767|                                                           dddmmss.s |
 OM0767| OM0746 MENOMONEE FALLS MUNICIPAL TANK      APPROX.10.1 KM 0031328.4 |
 OM0767| CI8645 FAIRVIEW RM 1                        26.148 METERS 00413     |
 OM0767| OM0745 MENOMONEE FALLS MID W MFG STK       APPROX.10.6 KM 0045420.5 |
 OM0767| OM0747 FUSSVILLE ST ANTHONY CATH CH        APPROX. 7.9 KM 0293509.0 |
 OM0767| CI8646 FAIRVIEW RM 2                        24.222 METERS 09509     |
 OM0767| OM0773 WAUKESHA GEN MALLEABLE CO STK       APPROX.11.2 KM 2224924.0 |
 OM0767| OM0775 WAUKESHA ST JOSEPHS CATH CH         APPROX.12.0 KM 2225024.9 |
 OM0767| OM0774 WAUKESHA RAD STA KSC 274 MAST       APPROX. 9.0 KM 2251026.6 |
 OM0767| OM0789 PEWAUKEE MUNICIPAL TANK             APPROX.11.1 KM 2615640.5 |
 OM0767| CI8644 FAIRVIEW AZ MK                                     2624642.6 |
 OM0767|---------------------------------------------------------------------|
 OM0767
 OM0767                          SUPERSEDED SURVEY CONTROL
 OM0767
 OM0767  NAD 83(1986)-  43 05 27.14308(N)    088 07 37.27862(W) AD(       ) 2
 OM0767  NAD 27      -  43 05 27.10600(N)    088 07 36.95000(W) AD(       ) 2
 OM0767
 OM0767.Superseded values are not recommended for survey control.
 OM0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0767.See file dsdata.txt to determine how the superseded data were derived.
 OM0767
 OM0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0827471523(NAD 83)
 OM0767_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0767
 OM0767  HISTORY     - Date     Condition        Report By
 OM0767  HISTORY     - 1953     MONUMENTED       CGS
 OM0767  HISTORY     - 1954     SEE DESCRIPTION  CGS
 OM0767  HISTORY     - 19940823 MARK NOT FOUND   USPSQD
 OM0767  HISTORY     - 20040818 MARK NOT FOUND   USPSQD
 OM0767
 OM0767                          STATION DESCRIPTION
 OM0767
 OM0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0767'STATION IS LOCATED ON THE GROUNDS OF THE NEW FAIRVIEW SCHOOL
 OM0767'ABOUT 7 MILES WEST OF MILWAUKEE AND ABOUT 7 MILES EAST OF
 OM0767'PEWAUKEE.  IT IS ABOUT 0.1 MILE NORTHWEST OF THE INTERSECTION
 OM0767'OF STATE HIGHWAY 190 (CAPITOL DRIVE) AND COUNTY HIGHWAY KX
 OM0767'(CALHOUN ROAD), ABOUT 250 FEET NORTH OF HIGHWAY 190, 210 FEET
 OM0767'SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL BUILDING,
 OM0767'20 FEET NORTHWEST OF A FENCE CORNER AND 5 FEET NORTH OF A
 OM0767'WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 OM0767'FAIRVIEW 1953.
 OM0767'
 OM0767'REFERENCE MARK NO. 1 IS ABOUT 175 FEET WEST OF THE SOUTHWEST
 OM0767'CORNER OF THE SCHOOL BUILDING AND 2 FEET SOUTH OF A WHITE
 OM0767'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 OM0767'FAIRVIEW NO 1 1953.
 OM0767'
 OM0767'REFERENCE MARK NO. 2 IS 50 FEET WEST OF A POWER POLE AND
 OM0767'5 FEET NORTH OF A FENCE.  THE MARK IS FLUSH AND THE DISK
 OM0767'IS STAMPED FAIRVIEW NO 2 1953.
 OM0767'
 OM0767'AZIMUTH MARK IS 33 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 OM0767'190, 29 FEET EAST OF A 36 INCH ELM TREE AND 3 FEET EAST OF
 OM0767'A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND
 OM0767'THE DISK IS STAMPED FAIRVIEW 1953.
 OM0767'
 OM0767'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 OM0767'190 AND COUNTY HIGHWAY KX, ABOUT 0.1 MILE SOUTHEAST OF THE
 OM0767'STATION, GO WEST ON HIGHWAY 190 FOR 0.2 MILE TO THE MARK ON
 OM0767'THE RIGHT AS DESCRIBED.
 OM0767'
 OM0767'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 OM0767
 OM0767                          STATION RECOVERY (1954)
 OM0767
 OM0767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (GCM)
 OM0767'STATION WAS RECOVERED AS DESCRIBED, AND ALL MARKS WERE FOUND
 OM0767'IN GOOD CONDITION, EXCEPT THE STATION MARK WHICH WAS EMBEDDED
 OM0767'IN A MOUND OF DIRT, WHICH WAS ABOUT FOUR FEET HIGHER THAN
 OM0767'THE SURROUNDING GROUND, WHICH HAD BEEN LEVELED OFF FOR A
 OM0767'BASEBALL DIAMOND, AND REFERENCE MARK 1 WHICH HAD BEEN COVERED
 OM0767'TO A DEPTH OF ABOUT 18 INCHES.  A NEW STATION, FAIRVIEW 2
 OM0767'1954, WAS ESTABLISHED.  ALSO, REFERENCE MARK 3 WAS SET.  FOR
 OM0767'DETAILS, SEE THE DESCRIPTION OF FAIRVIEW 2.
 OM0767
 OM0767                          STATION RECOVERY (1994)
 OM0767
 OM0767'RECOVERY NOTE BY US POWER SQUADRON 1994
 OM0767'MARK NOT FOUND.
 OM0767
 OM0767                          STATION RECOVERY (2004)
 OM0767
 OM0767'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCG)
 OM0767'STATION UNRECOVERABLE BECAUSE FAIRVIEW SCHOOL IS NOW A COMMERRCIAL
 OM0767'BUILDING OCCUPIED BY NATIONAL GRAPHICS CO., WITH A NEW ADDITION ADDED
 OM0767'TO THE SOUTH SIDE OF THE OLD SCHOOL BUILDING, AND A LARGE AREA NOW
 OM0767'PAVED PARKING LOT.  MARK PRESUMED DESTROYED DURING CONSTRUCTION.
 OM0767'REFERENCE AND AZIMUTH MARKS UNRECOVERABLE BECAUSE WITNESS POSTS AND
 OM0767'MARKS MISSING, PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0486 ***********************************************************************
 QN0486  DESIGNATION -  FAIRVIEW
 QN0486  PID         -  QN0486
 QN0486  STATE/COUNTY-  WI/PRICE
 QN0486  USGS QUAD   -  JUMP RIVER FIRE TOWER NE (1970)
 QN0486
 QN0486                         *CURRENT SURVEY CONTROL
 QN0486  ___________________________________________________________________
 QN0486* NAD 83(1991)-  45 27 30.08278(N)    090 32 00.27681(W)     ADJUSTED  
 QN0486* NAVD 88     -       424.     (meters)    1391.     (feet)  SCALED    
 QN0486  ___________________________________________________________________
 QN0486  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 QN0486  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 QN0486
 QN0486  HORZ ORDER  -  SECOND
 QN0486
 QN0486.The horizontal coordinates were established by classical geodetic methods
 QN0486.and adjusted by the National Geodetic Survey in November 1991..
 QN0486
 QN0486.The orthometric height was scaled from a topographic map.
 QN0486
 QN0486.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0486
 QN0486.The geoid height was determined by GEOID03.
 QN0486
 QN0486;                    North         East     Units Scale Factor Converg.
 QN0486;SPC WI N     -    32,559.713   558,278.388   MT  1.00002142   -0 23 05.2
 QN0486;SPC WI N     -   106,822.99  1,831,618.34   sFT  1.00002142   -0 23 05.2
 QN0486;SPC WI C     -   180,714.228   558,279.587   MT  0.99999233   -0 22 34.9
 QN0486;SPC WI C     -   592,893.26  1,831,622.28   sFT  0.99999233   -0 22 34.9
 QN0486;UTM  15      - 5,036,829.574   692,847.902   MT  1.00005727   +1 45 30.9
 QN0486
 QN0486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0486!SPC WI N     -   0.99993831  x   1.00002142  =   0.99995973
 QN0486!SPC WI C     -   0.99993831  x   0.99999233  =   0.99993064
 QN0486!UTM  15      -   0.99993831  x   1.00005727  =   0.99999557
 QN0486
 QN0486|---------------------------------------------------------------------|
 QN0486| PID    Reference Object                     Distance      Geod. Az  |
 QN0486|                                                           dddmmss.s |
 QN0486| CJ4926 FAIRVIEW RM 1                        21.100 METERS 09519     |
 QN0486| CJ4925 FAIRVIEW AZ MK                                     1801024.2 |
 QN0486| CJ4927 FAIRVIEW RM 2                        22.241 METERS 18926     |
 QN0486|---------------------------------------------------------------------|
 QN0486
 QN0486                          SUPERSEDED SURVEY CONTROL
 QN0486
 QN0486  NAD 83(1986)-  45 27 30.07910(N)    090 32 00.27150(W) AD(       ) 2
 QN0486  NAD 27      -  45 27 30.19400(N)    090 31 59.74100(W) AD(       ) 2
 QN0486
 QN0486.Superseded values are not recommended for survey control.
 QN0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0486.See file dsdata.txt to determine how the superseded data were derived.
 QN0486
 QN0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL9284836830(NAD 83)
 QN0486_MARKER: DS = TRIANGULATION STATION DISK
 QN0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0486_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QN0486+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2004
 QN0486
 QN0486  HISTORY     - Date     Condition        Report By
 QN0486  HISTORY     - 1952     MONUMENTED       CGS
 QN0486  HISTORY     - 1961     GOOD             USGS
 QN0486  HISTORY     - 20040805 GOOD             WIDT
 QN0486
 QN0486                          STATION DESCRIPTION
 QN0486
 QN0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QN0486'THE STATION IS LOCATED ABOUT 5.5 MILES SOUTH OF CATAWBA AND
 QN0486'13 MILES SOUTHWEST OF PRENTICE.
 QN0486'
 QN0486'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY I AND
 QN0486'U.S. HIGHWAY 8 IN CATAWBA, GO SOUTH ON COUNTY HIGHWAY I FOR
 QN0486'5.8 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 QN0486'
 QN0486'THE STATION MARK IS STAMPED FAIRVIEW 1952.  IT IS A STANDARD
 QN0486'DISK SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES.
 QN0486'IT IS 88 FEET NORTH OF CENTERLINE OF A SCHOOL DRIVEWAY, 37
 QN0486'FEET EAST OF CENTERLINE OF COUNTY HIGHWAY I AND 3 FEET EAST
 QN0486'OF A WHITE WITNESS POST.
 QN0486'
 QN0486'REFERENCE MARK NO. 1 IS STAMPED FAIRVIEW NO 1 1952.  IT IS
 QN0486'A STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS
 QN0486'2 INCHES.
 QN0486'
 QN0486'REFERENCE MARK NO. 2 IS STAMPED FAIRVIEW NO 2 1952.  IT IS A
 QN0486'STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS
 QN0486'6 INCHES.  IT IS 22 FEET EAST OF CENTERLINE OF COUNTY HIGHWAY
 QN0486'I AND 15.5 FEET NORTH OF CENTERLINE OF A SCHOOL DRIVEWAY.
 QN0486'
 QN0486'THE AZIMUTH MARK IS STAMPED FAIRVIEW 1952.  IT IS A STANDARD
 QN0486'DISK SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES.
 QN0486'IT IS 22.5 FEET WEST OF CENTERLINE OF COUNTY HIGHWAY I, 2 FEET
 QN0486'NORTH OF A WITNESS POST AND 1.5 FEET EAST OF A FENCELINE.  TO
 QN0486'REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON COUNTY
 QN0486'HIGHWAY I FOR 0.45 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 QN0486'DESCRIBED.
 QN0486'
 QN0486'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 QN0486
 QN0486                          STATION RECOVERY (1961)
 QN0486
 QN0486'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 QN0486'STATION FOUND IN GOOD CONDITION.  IT IS 167 FEET N OF THE
 QN0486'CENTER LINE OF A T-DRIVE E TO A 4H CLUB BUILDING (OLD FAIRVIEW
 QN0486'SCHOOL BUILDING), 36 FEET E OF THE CENTER LINE OF COUNTY
 QN0486'HIGHWAY I, 123 FEET NW OF THE NW CORNER OF THE 4H BUILDING,
 QN0486'AND 3 FEET E OF A WHITE WITNESS POST.  THE IS A STANDARD
 QN0486'DISK SET IN A SQUARE CONCRETE MONUMENT STAMPED FAIRVIEW 1952
 QN0486'AND PROJECTS 6 INCHES.
 QN0486
 QN0486                          STATION RECOVERY (2004)
 QN0486
 QN0486'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DGD)
 QN0486'SCHOOL/4H BUILDING NOW A HOUSE.  ADDRESS 2350 CHY I.  DRIVEWAY MOVED.
 QN0486'STATION NOW 156' N OF DRIVEWAY AND 37 FEET EAST OF CENTERLINE.
 QN0486'REFERENCE MARKER N. 2 LAYING OF ITS SIDE, OUT OF THE GROUND AND 20' N
 QN0486'OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0766 ***********************************************************************
 OM0766  DESIGNATION -  FAIRVIEW 2 RESET
 OM0766  PID         -  OM0766
 OM0766  STATE/COUNTY-  WI/WAUKESHA
 OM0766  USGS QUAD   -  WAUKESHA (1994)
 OM0766
 OM0766                         *CURRENT SURVEY CONTROL
 OM0766  ___________________________________________________________________
 OM0766* NAD 83(1991)-  43 05 27.08457(N)    088 07 38.00025(W)     ADJUSTED  
 OM0766* NAVD 88     -       284.     (meters)     932.     (feet)  SCALED    
 OM0766  ___________________________________________________________________
 OM0766  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 OM0766  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 OM0766
 OM0766  HORZ ORDER  -  THIRD
 OM0766
 OM0766.The horizontal coordinates were established by classical geodetic methods
 OM0766.and adjusted by the National Geodetic Survey in November 1991..
 OM0766.No horizontal observational check was made to the station.
 OM0766
 OM0766.The orthometric height was scaled from a topographic map.
 OM0766
 OM0766.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0766
 OM0766.The geoid height was determined by GEOID03.
 OM0766
 OM0766;                    North         East     Units Scale Factor Converg.
 OM0766;SPC WI S     -   122,895.775   752,462.032   MT  0.99994714   +1 17 12.4
 OM0766;SPC WI S     -   403,200.56  2,468,702.52   sFT  0.99994714   +1 17 12.4
 OM0766;UTM  16      - 4,771,520.938   408,257.056   MT  0.99970354   -0 46 12.4
 OM0766
 OM0766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0766!SPC WI S     -   0.99996093  x   0.99994714  =   0.99990808
 OM0766!UTM  16      -   0.99996093  x   0.99970354  =   0.99966448
 OM0766
 OM0766|---------------------------------------------------------------------|
 OM0766| PID    Reference Object                     Distance      Geod. Az  |
 OM0766|                                                           dddmmss.s |
 OM0766| CI8649 FAIRVIEW 2 RM 3                      77.611 METERS 04806     |
 OM0766| CI8650 FAIRVIEW 2 RM 4                      88.243 METERS 05053     |
 OM0766| OM0767 FAIRVIEW                             16.694 METERS 08247     |
 OM0766| CI8646 FAIRVIEW RM 2                        46.144 METERS 09043     |
 OM0766| OM0764 WAUKESHA RAD WTMJ NORTH MAST        APPROX. 6.2 KM 1832908.0 |
 OM0766| CI8644 FAIRVIEW AZ MK                                     2624637.6 |
 OM0766| CI8647 FAIRVIEW 2 AZ MK RESET                             2632537.2 |
 OM0766| CI8648 FAIRVIEW 2 AZ MK 2                                 2635657.3 |
 OM0766|---------------------------------------------------------------------|
 OM0766
 OM0766                          SUPERSEDED SURVEY CONTROL
 OM0766
 OM0766  NAD 83(1986)-  43 05 27.07515(N)    088 07 38.01088(W) AD(       ) 3
 OM0766  NAD 27      -  43 05 27.03800(N)    088 07 37.68200(W) AD(       ) 3
 OM0766
 OM0766.Superseded values are not recommended for survey control.
 OM0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0766.See file dsdata.txt to determine how the superseded data were derived.
 OM0766
 OM0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0825771521(NAD 83)
 OM0766_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0766
 OM0766  HISTORY     - Date     Condition        Report By
 OM0766  HISTORY     - 1954     MONUMENTED       CGS
 OM0766  HISTORY     - 1965     SEE DESCRIPTION  CGS
 OM0766  HISTORY     - 1967     SEE DESCRIPTION  CGS
 OM0766  HISTORY     - 1973     SEE DESCRIPTION  ALSTER
 OM0766  HISTORY     - 20040818 MARK NOT FOUND   USPSQD
 OM0766
 OM0766                          STATION DESCRIPTION
 OM0766
 OM0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (GCM)
 OM0766'STATION IS LOCATED ABOUT 7 MILES WEST OF MILWAUKEE, 7 MILES
 OM0766'EAST OF PEWAUKEE, 4 MILES WEST OF THE JUNCTION OF STATE HIGHWAYS
 OM0766'100 AND 190, ON THE GROUNDS OF THE NEW FAIRVIEW SCHOOL, 200
 OM0766'YARDS NORTHWEST OF THE JUNCTION OF STATE HIGHWAY 190 AND
 OM0766'COUNTY ROAD KX, 100 YARDS NORTH OF STATE HIGHWAY 190 (CAPITOL
 OM0766'DRIVE), 270 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 OM0766'FAIRVIEW SCHOOL, 61 FEET EAST OF THE SOUTHWEST CORNER OF
 OM0766'THE SCHOOLYARD FENCE, AND 1 FOOT NORTH OF THE FENCE.  THE
 OM0766'MARK IS FLUSH WITH THE SURFACE OF THE GROUND, AND THE DISK
 OM0766'IS STAMPED FAIRVIEW 2 1954.
 OM0766'
 OM0766'REFERENCE MARK 2 IS 50 FEET WEST OF A POWER POLE, AND 5 FEET
 OM0766'NORTH OF THE SOUTH SCHOOLYARD FENCE.  THE MARK IS FLUSH WITH
 OM0766'THE SURFACE OF THE GROUND, AND THE DISK IS STAMPED FAIRVIEW
 OM0766'NO 2 1953.
 OM0766'
 OM0766'REFERENCE MARK 3 IS 54 FEET NORTHWEST OF THE SOUTHWEST CORNER
 OM0766'OF THE FAIRVIEW SCHOOL, AND 2 FEET NORTH OF A POWER POLE.
 OM0766'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND, AND THE
 OM0766'DISK IS STAMPED FAIRVIEW 2 NO 3 1954.
 OM0766'
 OM0766'AZIMUTH MARK IS 31 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 OM0766'190, 29 FEET EAST OF A 36-INCH ELM TREE, AND 3 FEET EAST OF A
 OM0766'WITNESS POST.  THE MARK PROJECTS 2 INCHES, AND THE DISK IS
 OM0766'STAMPED FAIRVIEW 1953.
 OM0766'
 OM0766'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 OM0766'100 AND 190 ON THE WEST SIDE OF MILWAUKEE, GO WEST ON STATE
 OM0766'HIGHWAY 190 FOR 4.0 MILES TO THE JUNCTION OF STATE HIGHWAY
 OM0766'190 AND COUNTY ROAD KX.  TURN RIGHT AND GO NORTH ON COUNTY
 OM0766'ROAD KX FOR 0.1 MILE TO THE FAIRVIEW SCHOOL ON THE LEFT AND
 OM0766'THE STATION AS DESCRIBED.
 OM0766'
 OM0766'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAY
 OM0766'190 AND COUNTY ROAD KX, GO WEST ON STATE HIGHWAY 190 FOR
 OM0766'0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 OM0766'
 OM0766'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OM0766
 OM0766                          STATION RECOVERY (1965)
 OM0766
 OM0766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 OM0766'THE STATION SURFACE MARK WAS FOUND DISPLACED.  THE UNDERGROUND
 OM0766'STATION MARK WAS RECOVERED ABOUT 1 FOOT BELOW THE SURFACE
 OM0766'OF THE GROUND.  THE UNDERGROUND STATION MARK WAS LOWERED
 OM0766'AND A SURFACE MARK WAS SET DIRECTLY OVER THE UNDERGROUND
 OM0766'MARK.
 OM0766'
 OM0766'REFERENCE MARK NO. 3 WAS NOT RECOVERED AND IT IS ASSUMED
 OM0766'THE MARK WAS DESTROYED WHEN AN ASPHALT PLAYGROUND WAS CONSTRUCTED
 OM0766'AT THE WEST SIDE OF THE FAIRVIEW SCHOOL.
 OM0766'
 OM0766'DUE TO HIGHWAY CONSTRUCTION ON STATE HIGHWAY 190 THE AZIMUTH
 OM0766'MARK HAD TO BE MOVED.
 OM0766'
 OM0766'NEW STATION MARKS WERE SET, REFERENCE MARK NO. 4 AND A NEW
 OM0766'AZIMUTH MARK WERE ALSO SET.
 OM0766'
 OM0766'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 OM0766'
 OM0766'THE STATION IS LOCATED ABOUT 7 MILES WEST OF MILWAUKEE, 7
 OM0766'MILES EAST OF PEWAUKEE, 4 MILES WEST OF THE JUNCTION OF STATE
 OM0766'HIGHWAYS 100 AND 190, ON GROUND OWNED BY THE FAIRVIEW SCHOOL.
 OM0766'
 OM0766'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 100
 OM0766'AND 190 ON THE WEST SIDE OF MILWAUKEE, GO WEST ON STATE HIGHWAY
 OM0766'190 FOR 4.0 MILES TO THE JUNCTION OF STATE HIGHWAY 190 AND
 OM0766'COUNTY ROAD KX.  TURN RIGHT AND GO NORTH ON COUNTY ROAD KX
 OM0766'FOR 0.1 MILE TO THE FAIRVIEW SCHOOL ON THE LEFT AND THE STATION.
 OM0766'
 OM0766'STATION MARKS ARE STANDARD DISKS STAMPED FAIRVIEW 2 1954 1965.
 OM0766'THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 OM0766'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 261
 OM0766'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE FAIRVIEW SCHOOL
 OM0766'AND 42.5 FEET WEST OF A CORNER FENCE POST AT THE NORTHWEST
 OM0766'CORNER OF A CEMETERY.  THE UNDERGROUND DISK IS SET IN AN
 OM0766'IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE SURFACE OF
 OM0766'THE GROUND.  (NOTES 1B7A)
 OM0766'
 OM0766'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FAIRVIEW NO 2
 OM0766'1953, IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH
 OM0766'IS 2 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 50 FEET
 OM0766'WEST OF A POWER POLE AND 5 FEET NORTH OF THE SOUTH SCHOOLYARD
 OM0766'FENCE.  (NOTE 11A)
 OM0766'
 OM0766'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED FAIRVIEW 2 NO 4
 OM0766'1954 1965, IS CEMENTED IN A DRILL HOLE IN THE SIDEWALK AT
 OM0766'THE MOST SOUTHERN DOOR LEADING INTO THE SCHOOL ON THE WEST
 OM0766'SIDE OF THE SCHOOLHOUSE.  IT IS 55 FEET NORTH OF THE SOUTHWEST
 OM0766'CORNER OF THE SCHOOLHOUSE AND 12.5 FEET WEST OF THE WEST
 OM0766'EDGE OF THE DOOR.
 OM0766'
 OM0766'AZIMUTH MARK, A STANDARD DISK STAMPED FAIRVIEW 1954 RESET
 OM0766'1965, IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH
 OM0766'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS ABOUT 0.05
 OM0766'MILE NORTHWEST OF ST. DOMONIC SCHOOL, 66 FEET NORTHWEST OF
 OM0766'THE WEST CORNER OF A TRIPLE GARAGE AND 3.5 FEET NORTH OF A
 OM0766'POWER POLE.  (NOTE 16B)
 OM0766'
 OM0766'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAY
 OM0766'190 AND COUNTY ROAD KX ABOUT 200 YARDS SOUTHEAST OF THE
 OM0766'STATION, GO WEST ON STATE HIGHWAY 190 FOR 0.7 MILE TO A
 OM0766'DRIVEWAY LEADING TO A CATHOLIC PARISH ON THE LEFT.  TURN
 OM0766'LEFT AND GO SOUTH ON THE DRIVEWAY FOR 0.05 MILE TO THE AZIMUTH
 OM0766'MARK ON THE RIGHT.
 OM0766'
 OM0766'NOTE--THE TRINITY EVANGELICAL REFORMED CHURCH MENTIONED IN
 OM0766'THE BOX SCORE IN THE 1954 DESCRIPTION HAS BEEN REBUILT.
 OM0766
 OM0766                          STATION RECOVERY (1967)
 OM0766
 OM0766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 OM0766'ALL THE MARKS WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.
 OM0766'THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS CHECKED.
 OM0766'THE AZIMUTH MARK WAS DESTROYED AT THE REQUEST OF THE CHURCH
 OM0766'AND A NEW AZIMUTH MARK ESTABLISHED.  THE PREVIOUS DESCRIPTION
 OM0766'IS GOOD WITH THE ADDED DESCRIPTION AND TO REACH FOR THE
 OM0766'NEW MARK.
 OM0766'
 OM0766'THE AZIMUTH MARK IS 155 FEET SOUTH OF THE CENTERLINE OF STATE
 OM0766'HIGHWAY 190, 21 FEET EAST OF THE CENTERLINE OF THE WEST
 OM0766'ENTRANCE TO THE ST. DOMINIC SCHOOL, 8 FEET NORTH OF THE NORTH
 OM0766'EDGE OF A PAVED PARKING LOT AND 3 FEET NORTH OF A METAL DO
 OM0766'NOT ENTER SIGN WITH A WITNESS SIGN ATTACHED TO THE NORTH
 OM0766'SIDE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED FAIRVIEW
 OM0766'2 1954 1965 AZ 2 1967.
 OM0766'
 OM0766'A METAL WITNESS POST WAS SET 6 FEET SOUTH OF THE STATION
 OM0766'MARK.
 OM0766'
 OM0766'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 OM0766'
 OM0766'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 OM0766'WEST OF MILWAUKEE
 OM0766
 OM0766                          STATION RECOVERY (1973)
 OM0766
 OM0766'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1973 (CH)
 OM0766'FAIRVIEW 2-GOOD
 OM0766'
 OM0766'FAIRVIEW 2 AZ. MK.-GOOD
 OM0766'
 OM0766'R.M. 2 1954-GOOD, 151.54 FT
 OM0766'
 OM0766'R.M. 4 1954-1965-GOOD, 289.43 FT
 OM0766'
 OM0766'STATION FAIRVIEW 2 IN GOOD CONDITION, 0.1 FT BELOW GROUND
 OM0766'SURFACE.  SET WITNESS POST 1 FT SOUTH OF STA.
 OM0766'
 OM0766'AZ. MK. IS 11 FT NORTH OF NORTH EDGE OF PARKING LOT AND 3.5
 OM0766'FT NNE OF WITNESS POST.
 OM0766'
 OM0766'R.M. 2 IS 48.5 FT WEST OF A POLE AND 6.5 FT NORTH OF A FENCE
 OM0766'LINE.
 OM0766
 OM0766                          STATION RECOVERY (2004)
 OM0766
 OM0766'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCG)
 OM0766'STATION AND REFERENCE MARKS UNRECOVERABLE BECAUSE FAIRVIEW SCHOOL IS
 OM0766'NOW A COMMERRCIAL BUILDING OCCUPIED BY NATIONAL GRAPHICS CO., WITH A
 OM0766'NEW ADDITION ADDED TO THE SOUTH SIDE OF THE OLD SCHOOL BUILDING, AND A
 OM0766'LARGE AREA NOW PAVED PARKING LOT.  MARKS PRESUMED DESTROYED DURING
 OM0766'CONSTRUCTION. AZIMUTH MARK UNRECOVERABLE BECAUSE ST. DOMINIC SCHOOL
 OM0766'BUILDINGS HAVE BEEN RAZED AND THE SITE IS AN OVERGROWN MESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0960 ***********************************************************************
 OM0960  DESIGNATION -  FAIRWATER
 OM0960  PID         -  OM0960
 OM0960  STATE/COUNTY-  WI/GREEN LAKE
 OM0960  USGS QUAD   -  MARKESAN (1980)
 OM0960
 OM0960                         *CURRENT SURVEY CONTROL
 OM0960  ___________________________________________________________________
 OM0960* NAD 83(1991)-  43 44 33.57130(N)    088 53 55.37492(W)     ADJUSTED  
 OM0960* NAVD 88     -       308.     (meters)    1010.     (feet)  SCALED    
 OM0960  ___________________________________________________________________
 OM0960  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 OM0960  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 OM0960
 OM0960  HORZ ORDER  -  THIRD
 OM0960
 OM0960.The horizontal coordinates were established by classical geodetic methods
 OM0960.and adjusted by the National Geodetic Survey in November 1991..
 OM0960
 OM0960.The orthometric height was scaled from a topographic map.
 OM0960
 OM0960.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0960
 OM0960.The geoid height was determined by GEOID03.
 OM0960
 OM0960;                    North         East     Units Scale Factor Converg.
 OM0960;SPC WI S     -   194,180.662   688,703.755   MT  0.99995027   +0 45 24.1
 OM0960;SPC WI S     -   637,074.39  2,259,522.24   sFT  0.99995027   +0 45 24.1
 OM0960;UTM  16      - 4,845,043.007   347,114.496   MT  0.99988750   -1 18 47.0
 OM0960
 OM0960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0960!SPC WI S     -   0.99995731  x   0.99995027  =   0.99990758
 OM0960!UTM  16      -   0.99995731  x   0.99988750  =   0.99984481
 OM0960
 OM0960|---------------------------------------------------------------------|
 OM0960| PID    Reference Object                     Distance      Geod. Az  |
 OM0960|                                                           dddmmss.s |
 OM0960| CI8652 FAIRWATER RM 1                       23.560 METERS 15600     |
 OM0960| CI8653 FAIRWATER RM 2                       13.619 METERS 25138     |
 OM0960| CI8651 FAIRWATER AZ MK                                    2681534.9 |
 OM0960|---------------------------------------------------------------------|
 OM0960
 OM0960                          SUPERSEDED SURVEY CONTROL
 OM0960
 OM0960  NAD 83(1986)-  43 44 33.56513(N)    088 53 55.38059(W) AD(       ) 3
 OM0960  NAD 27      -  43 44 33.62770(N)    088 53 54.98440(W) AD(       ) 3
 OM0960
 OM0960.Superseded values are not recommended for survey control.
 OM0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0960.See file dsdata.txt to determine how the superseded data were derived.
 OM0960
 OM0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4711445043(NAD 83)
 OM0960_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0960
 OM0960  HISTORY     - Date     Condition        Report By
 OM0960  HISTORY     - 1958     MONUMENTED       CGS
 OM0960  HISTORY     - 20030813 MARK NOT FOUND   USPSQD
 OM0960
 OM0960                          STATION DESCRIPTION
 OM0960
 OM0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM0960'THE STATION IS ABOUT 11 MILES NORTHWEST OF WAUPUN, 8 MILES
 OM0960'SOUTH SOUTHWEST OF RIPON AND ABOUT 1-1/2 MILES WEST OF FAIRWATER.
 OM0960'IT IS IN THE SOUTH CENTER OF SEC. 25, T 15 N, R 13 E, ON PROPERTY
 OM0960'OWNED BY C.W. TINKHAM.  IT IS 40 FEET NORTH OF THE CENTERLINE
 OM0960'OF STATE HIGHWAY 44, 33 FEET WEST OF A 24 INCH MAPLE TREE,
 OM0960'7 FEET NORTH OF A POWER LINE POLE AND 8 FEET NORTH NORTHWEST OF
 OM0960'A WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS
 OM0960'STAMPED FAIRWATER 1958.
 OM0960'
 OM0960'TO REACH THE STATION FROM THE RAILROAD DEPOT IN FAIRWATER, GO
 OM0960'WEST ON STATE HIGHWAY 44 FOR 1.6 MILES TO THE STATION ON THE
 OM0960'RIGHT.
 OM0960'
 OM0960'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON STATE
 OM0960'HIGHWAY 44 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.
 OM0960'
 OM0960'REFERENCE MARK 1 IS 39 FEET WEST OF THE NORTHWEST CORNER OF
 OM0960'A FRAME BUILDING, 30 FEET SOUTH OF THE CENTERLINE OF STATE
 OM0960'HIGHWAY 44 AND 91 FEET EAST OF A POWER LINE POLE WITH A
 OM0960'TRANSFORMER.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 OM0960'FAIRWATER NO 1 1958.
 OM0960'
 OM0960'REFERENCE MARK 2 IS 60 FEET NORTH OF A POWER LINE POLE WITH A
 OM0960'TRANSFORMER, 43 FEET WEST OF A POWER LINE POLE, 45 FEET WEST
 OM0960'OF A WHITE WITNESS POST AND 26 FEET NORTH OF THE CENTERLINE
 OM0960'OF STATE HIGHWAY 44.  THE MONUMENT IS FLUSH AND THE DISK IS
 OM0960'STAMPED FAIRWATER NO 2 1958.
 OM0960'
 OM0960'THE AZIMUTH MARK IS 2 FEET EAST OF A WHITE WITNESS POST, 19 FEET
 OM0960'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 44, 19 FEET NORTH OF
 OM0960'THE NORTHEAST CORNER OF A FRAME BUILDING AND 59 FEET NORTHWEST
 OM0960'OF THE NORTHWEST CORNER OF A BARN.  THE MONUMENT IS FLUSH AND
 OM0960'THE DISK IS STAMPED FAIRWATER 1958.
 OM0960'
 OM0960'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OM0960
 OM0960                          STATION RECOVERY (2003)
 OM0960
 OM0960'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0960'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0162 ***********************************************************************
 QN0162  DESIGNATION -  FAITH
 QN0162  PID         -  QN0162
 QN0162  STATE/COUNTY-  WI/SAWYER
 QN0162  USGS QUAD   -  HAUER (1971)
 QN0162
 QN0162                         *CURRENT SURVEY CONTROL
 QN0162  ___________________________________________________________________
 QN0162* NAD 83(1991)-  45 47 45.42188(N)    091 26 45.17010(W)     ADJUSTED  
 QN0162* NAVD 88     -       405.342  (meters)    1329.86   (feet)  POSTED    
 QN0162  ___________________________________________________________________
 QN0162  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 QN0162  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 QN0162  DYNAMIC HT  -         405.320 (meters)    1329.79  (feet)  COMP
 QN0162  MODELED GRAV-     980,553.3   (mgal)                       NAVD 88
 QN0162
 QN0162  HORZ ORDER  -  FIRST
 QN0162  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QN0162
 QN0162.The horizontal coordinates were established by classical geodetic methods
 QN0162.and adjusted by the National Geodetic Survey in March 1999..
 QN0162
 QN0162.The orthometric height was determined by differential leveling
 QN0162.and adjusted by the National Geodetic Survey in 1992..
 QN0162.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QN0162.rate of 0.0 thru 1.0 mm/km.
 QN0162
 QN0162.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0162
 QN0162.The geoid height was determined by GEOID03.
 QN0162
 QN0162.The dynamic height is computed by dividing the NAVD 88
 QN0162.geopotential number by the normal gravity value computed on the
 QN0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0162.degrees latitude (g = 980.6199 gals.).
 QN0162
 QN0162.The modeled gravity was interpolated from observed gravity values.
 QN0162
 QN0162;                    North         East     Units Scale Factor Converg.
 QN0162;SPC WI N     -    70,963.989   487,596.322   MT  0.99996629   -1 02 34.9
 QN0162;SPC WI N     -   232,821.02  1,599,722.27   sFT  0.99996629   -1 02 34.9
 QN0162;UTM  15      - 5,072,551.001   620,780.260   MT  0.99977934   +1 06 51.2
 QN0162
 QN0162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0162!SPC WI N     -   0.99994111  x   0.99996629  =   0.99990740
 QN0162!UTM  15      -   0.99994111  x   0.99977934  =   0.99972046
 QN0162
 QN0162:                Primary Azimuth Mark                     Grid Az
 QN0162:SPC WI N     -  CHAP                                     090 09 45.7
 QN0162:UTM  15      -  CHAP                                     088 00 19.6
 QN0162
 QN0162|---------------------------------------------------------------------|
 QN0162| PID    Reference Object                     Distance      Geod. Az  |
 QN0162|                                                           dddmmss.s |
 QN0162| QN0163 CHAP                                485.869 METERS 0890710.8 |
 QN0162| CJ4928 FAITH RM                             17.195 METERS 28518     |
 QN0162|---------------------------------------------------------------------|
 QN0162
 QN0162                          SUPERSEDED SURVEY CONTROL
 QN0162
 QN0162  NAD 83(1991)-  45 47 45.42168(N)    091 26 45.16986(W) AD(       ) 1
 QN0162  NAD 83(1986)-  45 47 45.41728(N)    091 26 45.16595(W) AD(       ) 1
 QN0162  NAD 27      -  45 47 45.58000(N)    091 26 44.58100(W) AD(       ) 1
 QN0162  NGVD 29 (??/??/92)  405.369  (m)         1329.95   (f) ADJ UNCH    1 2
 QN0162
 QN0162.Superseded values are not recommended for survey control.
 QN0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0162.See file dsdata.txt to determine how the superseded data were derived.
 QN0162
 QN0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL2078072551(NAD 83)
 QN0162_MARKER: DS = TRIANGULATION STATION DISK
 QN0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0162_STAMPING: FAITH 1921
 QN0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0162+STABILITY: SURFACE MOTION
 QN0162
 QN0162  HISTORY     - Date     Condition        Report By
 QN0162  HISTORY     - 1921     MONUMENTED       CGS
 QN0162  HISTORY     - 1922     GOOD             NGS
 QN0162  HISTORY     - 1934     GOOD             NGS
 QN0162  HISTORY     - 1952     GOOD             CGS
 QN0162
 QN0162                          STATION DESCRIPTION
 QN0162
 QN0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0162'STATION IS ABOUT 5-1/2 MILES S OF STONE LAKE, ON THE W SIDE
 QN0162'OF THE TRACK OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 QN0162'RAILWAY, 50 METERS S OF MILEPOST 383.  IT IS 220 METERS S OF
 QN0162'RAILWAY BRIDGE K383A, 11.745 METERS (38.54 FEET) W OF RAIL.
 QN0162'
 QN0162'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 QN0162'DISKS SET IN CONCRETE.
 QN0162
 QN0162                          STATION RECOVERY (1922)
 QN0162
 QN0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 QN0162'5.5 MI S FROM STONE LAKE.
 QN0162'5-1/2 MILES SOUTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QN0162'MARIE RAILROAD FROM STONE LAKE, SAWYER COUNTY, 140 FEET SOUTH OF
 QN0162'MILEPOST 383, 700 FEET SOUTH OF BRIDGE K 383 A, AND 38.5 FEET
 QN0162'WEST OF THE RAIL.  A STANDARD TRIANGULATION-STATION DISK, STAMPED
 QN0162'FAITH 1921 AND SET IN THE TOP OF A CONCRETE POST.
 QN0162
 QN0162                          STATION RECOVERY (1934)
 QN0162
 QN0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QN0162'RECOVERED IN GOOD CONDITION.
 QN0162
 QN0162                          STATION RECOVERY (1952)
 QN0162
 QN0162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QN0162'STATION MARK WAS RECOVERED IN GOOD CONDITION.  IT IS RECOVERABLE
 QN0162'AS DESCRIBED IN THE ORIGINAL DESCRIPTIONS.  THE REFERENCE MARK
 QN0162'WAS SEARCHED FOR AND WAS NOT LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0639 ***********************************************************************
 PO0639  DESIGNATION -  FALL
 PO0639  PID         -  PO0639
 PO0639  STATE/COUNTY-  WI/EAU CLAIRE
 PO0639  USGS QUAD   -  AUGUSTA WEST (1964)
 PO0639
 PO0639                         *CURRENT SURVEY CONTROL
 PO0639  ___________________________________________________________________
 PO0639* NAD 83(1991)-  44 44 44.35203(N)    091 13 37.96831(W)     ADJUSTED  
 PO0639* NAVD 88     -       336.3    (meters)    1103.     (feet)  VERTCON   
 PO0639  ___________________________________________________________________
 PO0639  LAPLACE CORR-          -5.31  (seconds)                    DEFLEC99
 PO0639  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 PO0639
 PO0639  HORZ ORDER  -  SECOND
 PO0639
 PO0639.The horizontal coordinates were established by classical geodetic methods
 PO0639.and adjusted by the National Geodetic Survey in November 1991..
 PO0639
 PO0639.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0639
 PO0639.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0639
 PO0639.The geoid height was determined by GEOID03.
 PO0639
 PO0639;                    North         East     Units Scale Factor Converg.
 PO0639;SPC WI C     -   102,109.741   502,820.177   MT  0.99994329   -0 51 57.2
 PO0639;SPC WI C     -   335,005.04  1,649,669.20   sFT  0.99994329   -0 51 57.2
 PO0639;UTM  15      - 4,956,224.974   640,339.718   MT  0.99984219   +1 14 53.4
 PO0639
 PO0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0639!SPC WI C     -   0.99995219  x   0.99994329  =   0.99989548
 PO0639!UTM  15      -   0.99995219  x   0.99984219  =   0.99979438
 PO0639
 PO0639|---------------------------------------------------------------------|
 PO0639| PID    Reference Object                     Distance      Geod. Az  |
 PO0639|                                                           dddmmss.s |
 PO0639| CJ4931 FALL RM 1                            38.050 METERS 08606     |
 PO0639| PO0638 OSSEO ST HWY MICROWAVE TOWER        APPROX.14.6 KM 1804854.5 |
 PO0639| CJ4932 FALL RM 2                            10.931 METERS 27654     |
 PO0639|---------------------------------------------------------------------|
 PO0639
 PO0639                          SUPERSEDED SURVEY CONTROL
 PO0639
 PO0639  NAD 83(1986)-  44 44 44.34884(N)    091 13 37.98435(W) AD(       ) 2
 PO0639  NAD 27      -  44 44 44.49116(N)    091 13 37.42993(W) AD(       ) 2
 PO0639  NGVD 29 (07/19/86)  336.3    (m)         1103.     (f) VERT ANG       
 PO0639
 PO0639.Superseded values are not recommended for survey control.
 PO0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0639.See file dsdata.txt to determine how the superseded data were derived.
 PO0639
 PO0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK4034056225(NAD 83)
 PO0639_MARKER: DD = SURVEY DISK
 PO0639_SETTING: 0 = UNSPECIFIED SETTING
 PO0639
 PO0639  HISTORY     - Date     Condition        Report By
 PO0639  HISTORY     - 1967     MONUMENTED       USGS
 PO0639
 PO0639                          STATION DESCRIPTION
 PO0639
 PO0639'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JFS)
 PO0639'STATION IS LOCATED ABOUT 2.0 MI E. AND 1.0 MI S. OF FALL CREEK,
 PO0639'ON TOP OF LOW BUTTE, BRUSHY ON THE SIDES, LYING BETWEEN
 PO0639'U.S. HWY. 12 AND CO. HWY. HH, IN THE SE. 1/4 SEC. 9, T. 26 N.,
 PO0639'R. 7 W.
 PO0639'
 PO0639'TO REACH THE STATION FROM THE FALL CREEK POST OFFICE, GO SE. ON
 PO0639'U.S. HWY. 12 FOR 2.5 MI TO A GRAVEL RD. CROSSING, TURN RIGHT ON
 PO0639'GRAVEL RD. AND GO 0.4 MI S. TO TOP OF GRADE AND FARMHOUSE ON THE
 PO0639'LEFT, TURN LEFT ON BLADED TRAIL AROUND S. SIDE OF FARM BUILDINGS,
 PO0639'AND DRIVE UP N. EDGE OF BUTTE AND S. ON BLADED TRAIL 0.2 MI TO
 PO0639'NW. COR. OF FIELD.  WALK ABOUT 100 YARDS AROUND FIELD TO FENCE
 PO0639'AT S. SIDE AND STATION AS DESCRIBED.
 PO0639'
 PO0639'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED FALL
 PO0639'1967 CRIMPED ON 10 FT LENGTHS OF COPPER WELD ROD DRIVEN TO REFUSAL
 PO0639'IN BEDROCK AND SET IN 6 IN. BRICK TILE FILLED WITH GRAVEL.  NO
 PO0639'AZIMUTH MARK WAS SET.
 PO0639'
 PO0639'STATION MARK IS IN SMALL OPEN PASTURE LAND 5.7 FT S. OF AN
 PO0639'E.-W. FENCE BETWEEN A CORN FIELD AND THE PASTURE, LAND 5.7 FT
 PO0639'S. OF AN E.-W. FENCE BETWEEN A CORN FIELD AND THE PASTURE, 204
 PO0639'FT E. OF AN ANGLE POINT IN FENCE, 5.7 FT S. OF A METAL WITNESS
 PO0639'POST AND 4 IN. BELOW GROUND.
 PO0639'
 PO0639'REFERENCE MARK NO. 1 IS 38.050 M. (124.88 FT) E. OF STATION,
 PO0639'1 FT S. OF THE E.-W. FENCE AND 1 FT S. OF A METAL WITNESS POST
 PO0639'AND 19 FT W. OF A TWINBOLE 5 IN. CHERRY TREE.
 PO0639'
 PO0639'REFERENCE MARK NO. 2 IS 10.931 M. (35.84 FT) W. OF STATION,
 PO0639'1 FT S. OF THE E.-W. FENCE AND 1 FT S. OF A METAL WITNESS POST.
 PO0639'
 PO0639'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5547 ***********************************************************************
 DH5547  DESIGNATION -  FALL RIVER GPS
 DH5547  PID         -  DH5547
 DH5547  STATE/COUNTY-  WI/COLUMBIA
 DH5547  USGS QUAD   -  COLUMBUS (1980)
 DH5547
 DH5547                         *CURRENT SURVEY CONTROL
 DH5547  ___________________________________________________________________
 DH5547* NAD 83(1997)-  43 19 54.98692(N)    089 06 31.47570(W)     ADJUSTED  
 DH5547* NAVD 88     -                                                        
 DH5547  ___________________________________________________________________
 DH5547  X           -      72,281.329 (meters)                     COMP
 DH5547  Y           -  -4,646,339.086 (meters)                     COMP
 DH5547  Z           -   4,354,565.325 (meters)                     COMP
 DH5547  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 DH5547  ELLIP HEIGHT-         242.24  (meters)          (08/01/05) GPS OBS
 DH5547  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 DH5547
 DH5547  HORZ ORDER  -  FIRST
 DH5547  ELLP ORDER  -  SECOND    CLASS I
 DH5547
 DH5547.The horizontal coordinates were established by GPS observations
 DH5547.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5547
 DH5547
 DH5547.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5547
 DH5547.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5547
 DH5547.The ellipsoidal height was determined by GPS observations
 DH5547.and is referenced to NAD 83.
 DH5547
 DH5547.The geoid height was determined by GEOID03.
 DH5547
 DH5547;                    North         East     Units Scale Factor Converg.
 DH5547;SPC WI S     -   148,351.930   672,275.304   MT  0.99993328   +0 36 44.6
 DH5547;SPC WI S     -   486,717.96  2,205,623.23   sFT  0.99993328   +0 36 44.6
 DH5547;UTM  16      - 4,799,836.660   329,045.645   MT  0.99995951   -1 26 50.7
 DH5547
 DH5547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5547!SPC WI S     -   0.99996201  x   0.99993328  =   0.99989530
 DH5547!UTM  16      -   0.99996201  x   0.99995951  =   0.99992153
 DH5547
 DH5547                          SUPERSEDED SURVEY CONTROL
 DH5547
 DH5547.No superseded survey control is available for this station.
 DH5547
 DH5547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2904699837(NAD 83)
 DH5547_MARKER: DD = SURVEY DISK
 DH5547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5547_STAMPING: FALL RIVER GPS 1994
 DH5547_MARK LOGO: WIDT  
 DH5547_PROJECTION: FLUSH
 DH5547_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5547+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH5547
 DH5547  HISTORY     - Date     Condition        Report By
 DH5547  HISTORY     - 1994     MONUMENTED       WI-021
 DH5547  HISTORY     - 20030807 GOOD             WIDT
 DH5547  HISTORY     - 20051228 GOOD             WIDT
 DH5547
 DH5547                          STATION DESCRIPTION
 DH5547
 DH5547'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5547'OWNERSHIP--TOWN OF COLUMBUS.  TO REACH THE STATION FROM THE JUNCTION
 DH5547'OF STATE  HIGHWAY 16 WITH STATE HIGHWAY 60 ABOUT 1 MI NORTHWEST OF THE
 DH5547'VILLAGE OF COLUMBUS,  GO WEST ON STATE HIGHWAY 60 FOR 2.8 MI TO BOELTE
 DH5547'ROAD, CONTINUE WEST ON STATE HIGHWAY  60 FOR 1.0 MI TO WENDT ROAD ON
 DH5547'THE LEFT, TURN LEFT AND GO SOUTH ON WENDT ROAD FOR 0.6 MI  TO THE
 DH5547'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH5547'TRANSPORTATION GEODEDIC CONTROL MARKER DISK SET IN THE TOP OF A 45-CM
 DH5547'DIAMETER  CONCRETE POST ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE
 DH5547'STATION IS 7.1 M EAST OF THE  CENTERLINE OF WENDT ROAD, 0.2 MI SOUTH
 DH5547'OF PRIVATE ENTRANCE --N1540--, 31 M NORTHEAST OF  EXTENDED CENTERLINE
 DH5547'OF FIELD ENTRANCE, 15 M WEST OF A CULTIVATED FIELD, 1.0 M NORTH,
 DH5547'SOUTH OF TWO ORANGE 4X4 PLASTIC WITNESS POSTS AND 0.3 M WEST OF  A
 DH5547'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH5547'OBSTRUCTIONS  EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH5547
 DH5547                          STATION RECOVERY (2005)
 DH5547
 DH5547'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5547'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1021 ***********************************************************************
 OM1021  DESIGNATION -  FALL RIVER MUNICIPAL TANK
 OM1021  PID         -  OM1021
 OM1021  STATE/COUNTY-  WI/COLUMBIA
 OM1021  USGS QUAD   -  FALL RIVER (1980)
 OM1021
 OM1021                         *CURRENT SURVEY CONTROL
 OM1021  ___________________________________________________________________
 OM1021* NAD 83(1991)-  43 23 16.15355(N)    089 02 55.35453(W)     ADJUSTED  
 OM1021* NAVD 88     -                                                        
 OM1021  ___________________________________________________________________
 OM1021  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 OM1021  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 OM1021
 OM1021  HORZ ORDER  -  THIRD
 OM1021
 OM1021.The horizontal coordinates were established by classical geodetic methods
 OM1021.and adjusted by the National Geodetic Survey in November 1991..
 OM1021
 OM1021
 OM1021.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1021
 OM1021.The geoid height was determined by GEOID03.
 OM1021
 OM1021;                    North         East     Units Scale Factor Converg.
 OM1021;SPC WI S     -   154,613.107   677,072.634   MT  0.99993257   +0 39 13.1
 OM1021;SPC WI S     -   507,259.84  2,221,362.47   sFT  0.99993257   +0 39 13.1
 OM1021;UTM  16      - 4,805,921.396   334,065.078   MT  0.99993871   -1 24 27.5
 OM1021
 OM1021                          SUPERSEDED SURVEY CONTROL
 OM1021
 OM1021  NAD 83(1986)-  43 23 16.14603(N)    089 02 55.36065(W) AD(       ) 4
 OM1021  NAD 27      -  43 23 16.18600(N)    089 02 54.96200(W) AD(       ) 3
 OM1021
 OM1021.Superseded values are not recommended for survey control.
 OM1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1021.See file dsdata.txt to determine how the superseded data were derived.
 OM1021
 OM1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP3406505921(NAD 83)
 OM1021_MARKER: 53 = ELEVATED TANK
 OM1021
 OM1021  HISTORY     - Date     Condition        Report By
 OM1021  HISTORY     - 1958     FIRST OBSERVED   CGS
 OM1021  HISTORY     - 20021227 GOOD             USPSQD
 OM1021
 OM1021                          STATION DESCRIPTION
 OM1021
 OM1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1021'THE STATION IS THE CENTER OF THE TOP OF THE TANK, LOCATED
 OM1021'IN THE NORTHEAST RESIDENTIAL SECTION OF FALL RIVER ON A HIGH
 OM1021'EAST-WEST RIDGE.  IT IS A SPHERICAL TYPE TANK PAINTED SILVER,
 OM1021'WITH THE NAME FALL RIVER PAINTED IN BLACK LETTERS ON THE WEST
 OM1021'SIDE.  THE OVERALL HEIGHT IS 110 FEET.
 OM1021
 OM1021                          STATION RECOVERY (2002)
 OM1021
 OM1021'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM1021'RECOVERED IN GOOD CONDITION. IT IS ONE BLOCK NORTH OF MAIN STREET
 OM1021'(COUNTY HIGHWAY D), WEST OF PRAIRIE STREET AT THE T-JUNCTION WITH LAZY
 OM1021'LAKE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0097 ***********************************************************************
 QM0097  DESIGNATION -  FALLS
 QM0097  PID         -  QM0097
 QM0097  STATE/COUNTY-  WI/OCONTO
 QM0097  USGS QUAD   -  TOWNSEND (1972)
 QM0097
 QM0097                         *CURRENT SURVEY CONTROL
 QM0097  ___________________________________________________________________
 QM0097* NAD 83(1991)-  45 16 19.23013(N)    088 30 10.16339(W)     ADJUSTED  
 QM0097* NAVD 88     -       372.700  (meters)    1222.77   (feet)  ADJUSTED  
 QM0097  ___________________________________________________________________
 QM0097  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 QM0097  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 QM0097  DYNAMIC HT  -         372.660 (meters)    1222.64  (feet)  COMP
 QM0097  MODELED GRAV-     980,498.0   (mgal)                       NAVD 88
 QM0097
 QM0097  HORZ ORDER  -  FIRST
 QM0097  VERT ORDER  -  FIRST     CLASS II
 QM0097
 QM0097.The horizontal coordinates were established by classical geodetic methods
 QM0097.and adjusted by the National Geodetic Survey in November 1991..
 QM0097
 QM0097.The orthometric height was determined by differential leveling
 QM0097.and adjusted by the National Geodetic Survey in June 1991..
 QM0097
 QM0097.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0097
 QM0097.The geoid height was determined by GEOID03.
 QM0097
 QM0097.The dynamic height is computed by dividing the NAVD 88
 QM0097.geopotential number by the normal gravity value computed on the
 QM0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0097.degrees latitude (g = 980.6199 gals.).
 QM0097
 QM0097.The modeled gravity was interpolated from observed gravity values.
 QM0097
 QM0097;                    North         East     Units Scale Factor Converg.
 QM0097;SPC WI C     -   160,950.160   717,476.955   MT  0.99996455   +1 03 22.9
 QM0097;SPC WI C     -   528,050.65  2,353,922.31   sFT  0.99996455   +1 03 22.9
 QM0097;UTM  16      - 5,014,266.293   382,116.420   MT  0.99977086   -1 04 04.1
 QM0097
 QM0097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0097!SPC WI C     -   0.99994712  x   0.99996455  =   0.99991167
 QM0097!UTM  16      -   0.99994712  x   0.99977086  =   0.99971799
 QM0097
 QM0097:                Primary Azimuth Mark                     Grid Az
 QM0097:SPC WI C     -  RIVER                                    185 52 46.1
 QM0097:UTM  16      -  RIVER                                    188 00 13.1
 QM0097
 QM0097|---------------------------------------------------------------------|
 QM0097| PID    Reference Object                     Distance      Geod. Az  |
 QM0097|                                                           dddmmss.s |
 QM0097| QM0098 RIVER                               APPROX. 0.6 KM 1865609.0 |
 QM0097|---------------------------------------------------------------------|
 QM0097
 QM0097                          SUPERSEDED SURVEY CONTROL
 QM0097
 QM0097  NAD 83(1986)-  45 16 19.23590(N)    088 30 10.17899(W) AD(       ) 1
 QM0097  NAD 27      -  45 16 19.34700(N)    088 30 09.80400(W) AD(       ) 1
 QM0097  NGVD 29 (??/??/92)  372.698  (m)         1222.76   (f) ADJ UNCH    1 2
 QM0097
 QM0097.Superseded values are not recommended for survey control.
 QM0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0097.See file dsdata.txt to determine how the superseded data were derived.
 QM0097
 QM0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8211614266(NAD 83)
 QM0097_MARKER: DS = TRIANGULATION STATION DISK
 QM0097_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QM0097_SP_SET: RAIL
 QM0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0097
 QM0097  HISTORY     - Date     Condition        Report By
 QM0097  HISTORY     - 1921     MONUMENTED       CGS
 QM0097  HISTORY     - 1922     GOOD             NGS
 QM0097  HISTORY     - 1934     GOOD             CGS
 QM0097  HISTORY     - 1934     GOOD             NGS
 QM0097  HISTORY     - 1972     SEE DESCRIPTION  USGS
 QM0097  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0097
 QM0097                          STATION DESCRIPTION
 QM0097
 QM0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0097'ABOUT 2-1/8 MILES SOUTH OF LAKEWOOD, ON THE EAST SIDE OF
 QM0097'THE RAILROAD, 15.90 METERS (52.175 FEET) EAST OF THE EAST
 QM0097'RAIL OF THE CHICAGO AND NORTH WESTERN RAILWAY.  ON THE EXTENSION
 QM0097'OF THE WEST RAIL FROM THE SOUTH AT THE SECOND CURVE SOUTH OF
 QM0097'LAKEWOOD JUNCTION.
 QM0097'
 QM0097'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 QM0097'DISKS.
 QM0097
 QM0097                          STATION RECOVERY (1922)
 QM0097
 QM0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 QM0097'2.3 MI S FROM LAKEWOOD.
 QM0097'ABOUT 2-1/4 MILES SOUTH OF LAKEWOOD, ON THE EAST SIDE OF THE RAILROAD,
 QM0097'15.90 METERS (52.175 FEET) EAST OF THE EAST RAIL OF THE C. AND
 QM0097'N.W. RY., ON THE EXTENSION OF THE WEST RAIL FROM THE SOUTH AT THE
 QM0097'SECOND CURVE SOUTH OF LAKEWOOD JUNCTION.
 QM0097
 QM0097                          STATION RECOVERY (1934)
 QM0097
 QM0097'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QM0097'THIS STATION RECOVERED.
 QM0097
 QM0097                          STATION RECOVERY (1934)
 QM0097
 QM0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QM0097'RECOVERED IN GOOD CONDITION.
 QM0097
 QM0097                          STATION RECOVERY (1972)
 QM0097
 QM0097'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (RLB)
 QM0097'TOP WAS KNOCKED OFF.  DISK IS MISSING.
 QM0097
 QM0097                          STATION RECOVERY (1985)
 QM0097
 QM0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0097'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0815 ***********************************************************************
 ON0815  DESIGNATION -  FAMECHON
 ON0815  PID         -  ON0815
 ON0815  STATE/COUNTY-  WI/CRAWFORD
 ON0815  USGS QUAD   -  EASTMAN (1983)
 ON0815
 ON0815                         *CURRENT SURVEY CONTROL
 ON0815  ___________________________________________________________________
 ON0815* NAD 83(1991)-  43 07 31.11147(N)    091 07 04.71839(W)     ADJUSTED  
 ON0815* NAVD 88     -       355.     (meters)    1165.     (feet)  SCALED    
 ON0815  ___________________________________________________________________
 ON0815  LAPLACE CORR-          -5.01  (seconds)                    DEFLEC99
 ON0815  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 ON0815
 ON0815  HORZ ORDER  -  THIRD
 ON0815
 ON0815.The horizontal coordinates were established by classical geodetic methods
 ON0815.and adjusted by the National Geodetic Survey in March 1999..
 ON0815
 ON0815.The orthometric height was scaled from a topographic map.
 ON0815
 ON0815.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0815
 ON0815.The geoid height was determined by GEOID03.
 ON0815
 ON0815;                    North         East     Units Scale Factor Converg.
 ON0815;SPC WI S     -   125,620.683   509,032.329   MT  0.99994408   -0 46 05.4
 ON0815;SPC WI S     -   412,140.52  1,670,050.23   sFT  0.99994408   -0 46 05.4
 ON0815;SPC IA N     - 1,183,268.443 1,693,807.201   MT  0.99997723   +1 36 51.9
 ON0815;UTM  15      - 4,776,449.370   653,090.315   MT  0.99988831   +1 17 12.5
 ON0815
 ON0815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0815!SPC WI S     -   0.99994930  x   0.99994408  =   0.99989339
 ON0815!SPC IA N     -   0.99994930  x   0.99997723  =   0.99992654
 ON0815!UTM  15      -   0.99994930  x   0.99988831  =   0.99983762
 ON0815
 ON0815:                Primary Azimuth Mark                     Grid Az
 ON0815:SPC WI S     -  EASTMAN ST WENCESLAUS CATH CH            064 45 25.0
 ON0815:SPC IA N     -  EASTMAN ST WENCESLAUS CATH CH            062 22 27.7
 ON0815:UTM  15      -  EASTMAN ST WENCESLAUS CATH CH            062 42 07.1
 ON0815
 ON0815|---------------------------------------------------------------------|
 ON0815| PID    Reference Object                     Distance      Geod. Az  |
 ON0815|                                                           dddmmss.s |
 ON0815| ON0813 EASTMAN ST WENCESLAUS CATH CH       APPROX. 8.6 KM 0635919.6 |
 ON0815| CI6306 FAMECHON RM 1                        13.994 METERS 18135     |
 ON0815| CI6305 FAMECHON AZ MK                                     2085146.5 |
 ON0815| CI6307 FAMECHON RM 2                        10.076 METERS 35650     |
 ON0815|---------------------------------------------------------------------|
 ON0815
 ON0815                          SUPERSEDED SURVEY CONTROL
 ON0815
 ON0815  NAD 83(1991)-  43 07 31.11136(N)    091 07 04.71944(W) AD(       ) 3
 ON0815  NAD 83(1986)-  43 07 31.10478(N)    091 07 04.71965(W) AD(       ) 3
 ON0815  NAD 27      -  43 07 31.17000(N)    091 07 04.25550(W) AD(       ) 3
 ON0815
 ON0815.Superseded values are not recommended for survey control.
 ON0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0815.See file dsdata.txt to determine how the superseded data were derived.
 ON0815
 ON0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH5309076449(NAD 83)
 ON0815_MARKER: DS = TRIANGULATION STATION DISK
 ON0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0815
 ON0815  HISTORY     - Date     Condition        Report By
 ON0815  HISTORY     - 1958     MONUMENTED       CGS
 ON0815
 ON0815                          STATION DESCRIPTION
 ON0815
 ON0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 ON0815'THE STATION IS ON THE EAST BLUFFS OF THE MISSISSIPPI RIVER
 ON0815'AND ON THE WESTERN END OF FAMECHON RIDGE, ABOUT 5 MILES
 ON0815'NORTH AND 1-1/2 MILES EAST OF PRAIRIE DU CHIEN, ABOUT 5
 ON0815'MILES WEST AND 3 MILES SOUTH OF EASTMAN, IN THE NORTHWEST
 ON0815'1/4 OF SEC. 32, T-8-N., R-6-W., AND ON THE PROPERTY OF MR.
 ON0815'RAY SLAMA.  IT IS 98 FEET NORTH OF THE CENTER OF A
 ON0815'T-INTERSECTION, 52 FEET EAST OF A TELEPHONE POLE, 48 FEET
 ON0815'NORTHEAST OF THE CENTERLINE OF A GRAVELED ROAD, 8 FEET
 ON0815'SOUTH OF A WHITE WITNESS POST AND 3 FEET EAST OF A WIRE
 ON0815'FENCE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 ON0815'STAMPED FAMECHON 1958.
 ON0815'
 ON0815'TO REACH THE STATION FROM THE POST OFFICE IN EASTMAN, GO
 ON0815'SOUTHERLY ON STATE HIGHWAY 27 FOR 3.1 MILES TO THE JUNCTION
 ON0815'WITH COUNTY HIGHWAY N.  CONTINUE SOUTHERLY ON HIGHWAY 27
 ON0815'FOR 1.0 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST
 ON0815'ON A GRAVELED ROAD FOR 3.0 MILES TO MR. SLAMAS HOME ON THE
 ON0815'RIGHT.  CONTINUE WEST ON THE GRAVELED ROAD FOR 0.1 MILE
 ON0815'TO A SIDE ROAD RIGHT AND THE STATION ON THE RIGHT.
 ON0815'
 ON0815'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 ON0815'GRAVELED ROAD FOR 0.05 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 ON0815'AND GO SOUTHERLY ON A GRAVELED ROAD FOR 0.25 MILE TO THE
 ON0815'AZIMUTH MARK ON THE LEFT.
 ON0815'
 ON0815'REFERENCE MARK 1 IS 53 FEET NORTH OF THE CENTER OF THE
 ON0815'T-INTERSECTION, 19 FEET NORTHEAST OF THE CENTERLINE OF A
 ON0815'GRAVELED ROAD AND 1 FOOT EAST OF A WIRE FENCE.  THE MONUMENT
 ON0815'PROJECTS 2 INCHES AND THE DISK IS STAMPED FAMECHON NO 1
 ON0815'1958.
 ON0815'
 ON0815'REFERENCE MARK 2 IS 55 FEET NORTHEAST OF A TELEPHONE POLE
 ON0815'AND 1 FOOT EAST OF A WIRE FENCE.  THE MONUMENT PROJECTS
 ON0815'2 INCHES AND THE DISK IS STAMPED FAMECHON NO 2 1958.
 ON0815'
 ON0815'THE AZIMUTH MARK IS 9 FEET SOUTHEAST OF THE CENTERLINE OF
 ON0815'A GRAVELED ROAD AND 1 FOOT NORTH OF A WHITE WITNESS POST.
 ON0815'THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED FAMECHON
 ON0815'1958.
 ON0815'
 ON0815'NOTE--NO MEASUREMENT WAS TAKEN BETWEEN REFERENCE MARKS 1
 ON0815'AND 2 BECAUSE THEY WERE SET 180 DEGREES.
 ON0815'
 ON0815'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1030 ***********************************************************************
 NH1030  DESIGNATION -  FAN
 NH1030  PID         -  NH1030
 NH1030  STATE/COUNTY-  WI/WAUKESHA
 NH1030  USGS QUAD   -  EAGLE (1976)
 NH1030
 NH1030                         *CURRENT SURVEY CONTROL
 NH1030  ___________________________________________________________________
 NH1030* NAD 83(1991)-  42 59 15.09792(N)    088 22 49.12990(W)     ADJUSTED  
 NH1030* NAVD 88     -       305.     (meters)    1001.     (feet)  SCALED    
 NH1030  ___________________________________________________________________
 NH1030  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 NH1030  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 NH1030
 NH1030  HORZ ORDER  -  THIRD
 NH1030
 NH1030.The horizontal coordinates were established by classical geodetic methods
 NH1030.and adjusted by the National Geodetic Survey in November 1991..
 NH1030
 NH1030.The orthometric height was scaled from a topographic map.
 NH1030
 NH1030.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1030
 NH1030.The geoid height was determined by GEOID03.
 NH1030
 NH1030;                    North         East     Units Scale Factor Converg.
 NH1030;SPC WI S     -   110,987.757   732,083.694   MT  0.99995846   +1 06 46.4
 NH1030;SPC WI S     -   364,132.33  2,401,844.59   sFT  0.99995846   +1 06 46.4
 NH1030;UTM  16      - 4,760,354.033   387,469.354   MT  0.99975578   -0 56 28.5
 NH1030
 NH1030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1030!SPC WI S     -   0.99995758  x   0.99995846  =   0.99991604
 NH1030!UTM  16      -   0.99995758  x   0.99975578  =   0.99971337
 NH1030
 NH1030:                Primary Azimuth Mark                     Grid Az
 NH1030:SPC WI S     -  WALES                                    061 02 09.1
 NH1030:UTM  16      -  WALES                                    063 05 24.0
 NH1030
 NH1030|---------------------------------------------------------------------|
 NH1030| PID    Reference Object                     Distance      Geod. Az  |
 NH1030|                                                           dddmmss.s |
 NH1030| NH1018 WALES                               APPROX. 0.5 KM 0620855.5 |
 NH1030| CI8654 FAN RM 1                              5.853 METERS 10247     |
 NH1030| CI8655 FAN RM 2                              6.658 METERS 18756     |
 NH1030| NH1028 FAN MARKER GENESEE 1957               7.908 METERS 25844     |
 NH1030|---------------------------------------------------------------------|
 NH1030
 NH1030                          SUPERSEDED SURVEY CONTROL
 NH1030
 NH1030  NAD 83(1986)-  42 59 15.08948(N)    088 22 49.13908(W) AD(       ) 3
 NH1030  NAD 27      -  42 59 15.04480(N)    088 22 48.79200(W) AD(       ) 3
 NH1030
 NH1030.Superseded values are not recommended for survey control.
 NH1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1030.See file dsdata.txt to determine how the superseded data were derived.
 NH1030
 NH1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8746960354(NAD 83)
 NH1030_MARKER: DS = TRIANGULATION STATION DISK
 NH1030_SETTING: 0 = UNSPECIFIED SETTING
 NH1030
 NH1030  HISTORY     - Date     Condition        Report By
 NH1030  HISTORY     - 1957     MONUMENTED       CGS
 NH1030  HISTORY     - 1972     GOOD             WIHD
 NH1030  HISTORY     - 19950521 MARK NOT FOUND   USPSQD
 NH1030  HISTORY     - 20030315 MARK NOT FOUND   USPSQD
 NH1030
 NH1030                          STATION DESCRIPTION
 NH1030
 NH1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1030'THE STATION IS LOCATED ABOUT 1 MILE SOUTH OF WALES AND IS
 NH1030'ON THE WEST SIDE OF STATE HIGHWAY 83.  IT IS 192 FEET WEST
 NH1030'OF THE CENTERLINE OF HIGHWAY 83, 4 FEET SOUTH OF A FENCE
 NH1030'AND 6 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SMALL SHED.
 NH1030'THE MONUMENT IS A 4 INCH CAST IRON PIPE WITH A STANDARD
 NH1030'DISK BRAZED IN THE TOP.  THE CAST IRON PIPE PROJECTS 4 INCHES
 NH1030'AND THE DISK IS STAMPED FAN 1957.
 NH1030'
 NH1030'TO REACH THE STATION FROM THE RAILROAD CROSSING IN NORTH
 NH1030'PRAIRIE, GO NORTH ON COUNTY HIGHWAY E FOR 4.1 MILES TO THE
 NH1030'JUNCTION OF STATE HIGHWAY 83.  TURN RIGHT AND GO EAST ON
 NH1030'HIGHWAY 83 FOR 0.2 MILE TO A Y FORK WHERE HIGHWAY 83 TURNS
 NH1030'SOUTH.  *TURN RIGHT AND GO SOUTH ON HIGHWAY 83 FOR 0.1 MILE
 NH1030'TO THE STATION ON THE RIGHT.
 NH1030'
 NH1030'REFERENCE MARK 1 IS 5 FEET NORTH OF A NORTH GATE POST AND 4
 NH1030'FEET NORTHEAST OF THE NORTHEAST CORNER OF A SMALL SHED.  THE
 NH1030'MONUMENT IS A 4 INCH CAST IRON PIPE WITH A STANDARD DISK
 NH1030'BRAZED IN THE TOP.  THE CAST IRON PIPE PROJECTS 5 INCHES
 NH1030'AND THE DISK IS STAMPED FAN NO 1 1957.
 NH1030'
 NH1030'REFERENCE MARK 2 IS 1 FOOT NORTH OF A FENCE, 19 FEET WEST
 NH1030'OF A FENCE CORNER AND 8 FEET SOUTHWEST OF THE SOUTHWEST
 NH1030'CORNER OF A SMALL SHED.  THE MONUMENT IS A 4 INCH CAST IRON
 NH1030'PIPE WITH A STANDARD DISK BRAZED IN THE TOP.  THE CAST IRON
 NH1030'PIPE PROJECTS 6 INCHES AND THE DISK IS STAMPED FAN NO 2 1957.
 NH1030'
 NH1030'STATION WALES WHICH CAN BE USED AS AN AZIMUTH IS 63 FEET
 NH1030'SOUTHWEST OF A 24 INCH OAK TREE, 50 FEET SOUTHWEST OF A WHITE
 NH1030'WITNESS POST AND 40 FEET WEST OF A FENCE.  THE MONUMENT
 NH1030'IS FLUSH AND THE DISK IS STAMPED WALES 1957.
 NH1030'
 NH1030'*TO REACH STATION WALES FROM THIS POINT, GO NORTHEAST ON COUNTY
 NH1030'HIGHWAY DE FOR 0.2 MILE TO A GATE ON THE RIGHT.  TURN RIGHT
 NH1030'PASSING THROUGH THE GATE AND GO SOUTH ON A TRACK ROAD FOR
 NH1030'0.1 MILE TO THE TOP OF A SMALL RIDGE.  TURN LEFT AND GO EAST
 NH1030'ALONG THE TOP OF THE RIDGE FOR 0.1 MILE TO A FENCE AND THE
 NH1030'STATION.
 NH1030'
 NH1030'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NH1030
 NH1030                          STATION RECOVERY (1972)
 NH1030
 NH1030'RECOVERY NOTE BY WI HIGHWAY DEPT 1972 (DDT)
 NH1030'FAN 1957-GOOD
 NH1030'
 NH1030'I SET A STEEL WITNESS POST, WITH SIGN FROM NATIONAL GEODETIC
 NH1030'SURVEY DEPT. 4 FT NORTH OF THE MONUMENT.
 NH1030
 NH1030                          STATION RECOVERY (1995)
 NH1030
 NH1030'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1030'MARK NOT FOUND.
 NH1030
 NH1030                          STATION RECOVERY (2003)
 NH1030
 NH1030'RECOVERY NOTE BY US POWER SQUADRON 2003 (RH)
 NH1030'MARK NOT LOCATED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1028 ***********************************************************************
 NH1028  DESIGNATION -  FAN MARKER GENESEE 1957
 NH1028  PID         -  NH1028
 NH1028  STATE/COUNTY-  WI/WAUKESHA
 NH1028  USGS QUAD   -  EAGLE (1976)
 NH1028
 NH1028                         *CURRENT SURVEY CONTROL
 NH1028  ___________________________________________________________________
 NH1028* NAD 83(1991)-  42 59 15.04786(N)    088 22 49.47224(W)     ADJUSTED  
 NH1028* NAVD 88     -                                                        
 NH1028  ___________________________________________________________________
 NH1028  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 NH1028  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 NH1028
 NH1028  HORZ ORDER  -  THIRD
 NH1028
 NH1028.The horizontal coordinates were established by classical geodetic methods
 NH1028.and adjusted by the National Geodetic Survey in November 1991..
 NH1028
 NH1028
 NH1028.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1028
 NH1028.The geoid height was determined by GEOID03.
 NH1028
 NH1028;                    North         East     Units Scale Factor Converg.
 NH1028;SPC WI S     -   110,986.062   732,075.970   MT  0.99995846   +1 06 46.2
 NH1028;SPC WI S     -   364,126.77  2,401,819.24   sFT  0.99995846   +1 06 46.2
 NH1028;UTM  16      - 4,760,352.616   387,461.576   MT  0.99975580   -0 56 28.7
 NH1028
 NH1028                          SUPERSEDED SURVEY CONTROL
 NH1028
 NH1028  NAD 83(1986)-  42 59 15.03942(N)    088 22 49.48142(W) AD(       ) 4
 NH1028  NAD 27      -  42 59 14.99500(N)    088 22 49.13400(W) AD(       ) 3
 NH1028
 NH1028.Superseded values are not recommended for survey control.
 NH1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1028.See file dsdata.txt to determine how the superseded data were derived.
 NH1028
 NH1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8746260353(NAD 83)
 NH1028
 NH1028  HISTORY     - Date     Condition        Report By
 NH1028  HISTORY     - 1957     FIRST OBSERVED   CGS
 NH1028  HISTORY     - 20030505 MARK NOT FOUND   USPSQD
 NH1028
 NH1028                          STATION DESCRIPTION
 NH1028
 NH1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1028'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF NORTH PRAIRIE
 NH1028'AND IS ON THE WEST SIDE OF STATE HIGHWAY 83.  THE STATION IS THE
 NH1028'CENTER OF THE FAN MARKER.  THE STATION IS A METAL SCREEN 20
 NH1028'FEET BY 30 FEET SUPPORTED BY ROUND METAL PIPE LEGS.  IT IS
 NH1028'5 FEET HIGH.
 NH1028'
 NH1028'TO REACH THE STATION FROM THE POST OFFICE IN NORTH PRAIRIE,
 NH1028'GO NORTH ON COUNTY HIGHWAY E FOR 4.2 MILES TO THE JUNCTION OF
 NH1028'STATE HIGHWAY 83.  CONTINUE AHEAD ON HIGHWAY 83 FOR 0.3 MILE TO
 NH1028'THE STATION ON THE RIGHT 200 FEET WEST OF THE CENTERLINE OF
 NH1028'HIGHWAY 83.
 NH1028
 NH1028                          STATION RECOVERY (2003)
 NH1028
 NH1028'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 NH1028'NOT FOUND.   THE AREA HAS BEEN BUILT UP WITH NEW
 NH1028' 
 NH1028'HOMES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0433 ***********************************************************************
 PN0433  DESIGNATION -  FANCHER
 PN0433  PID         -  PN0433
 PN0433  STATE/COUNTY-  WI/PORTAGE
 PN0433  USGS QUAD   -  ARNOTT (1969)
 PN0433
 PN0433                         *CURRENT SURVEY CONTROL
 PN0433  ___________________________________________________________________
 PN0433* NAD 83(1991)-  44 27 53.07762(N)    089 23 04.02616(W)     ADJUSTED  
 PN0433* NAVD 88     -       342.542  (meters)    1123.82   (feet)  ADJUSTED  
 PN0433  ___________________________________________________________________
 PN0433  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 PN0433  GEOID HEIGHT-         -35.97  (meters)                     GEOID03
 PN0433  DYNAMIC HT  -         342.477 (meters)    1123.61  (feet)  COMP
 PN0433  MODELED GRAV-     980,417.5   (mgal)                       NAVD 88
 PN0433
 PN0433  HORZ ORDER  -  FIRST
 PN0433  VERT ORDER  -  FIRST     CLASS II
 PN0433
 PN0433.The horizontal coordinates were established by classical geodetic methods
 PN0433.and adjusted by the National Geodetic Survey in November 1991..
 PN0433
 PN0433.The orthometric height was determined by differential leveling
 PN0433.and adjusted by the National Geodetic Survey in June 1991..
 PN0433
 PN0433.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0433
 PN0433.The geoid height was determined by GEOID03.
 PN0433
 PN0433.The dynamic height is computed by dividing the NAVD 88
 PN0433.geopotential number by the normal gravity value computed on the
 PN0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0433.degrees latitude (g = 980.6199 gals.).
 PN0433
 PN0433.The modeled gravity was interpolated from observed gravity values.
 PN0433
 PN0433;                    North         East     Units Scale Factor Converg.
 PN0433;SPC WI C     -    70,346.712   648,981.659   MT  0.99996633   +0 26 03.5
 PN0433;SPC WI C     -   230,795.84  2,129,200.66   sFT  0.99996633   +0 26 03.5
 PN0433;UTM  16      - 4,926,258.432   310,326.153   MT  1.00004245   -1 40 14.6
 PN0433
 PN0433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0433!SPC WI C     -   0.99995193  x   0.99996633  =   0.99991827
 PN0433!UTM  16      -   0.99995193  x   1.00004245  =   0.99999438
 PN0433
 PN0433:                Primary Azimuth Mark                     Grid Az
 PN0433:SPC WI C     -  CABAL                                    099 11 41.0
 PN0433:UTM  16      -  CABAL                                    101 17 59.1
 PN0433
 PN0433|---------------------------------------------------------------------|
 PN0433| PID    Reference Object                     Distance      Geod. Az  |
 PN0433|                                                           dddmmss.s |
 PN0433| PN1082 CABAL                               APPROX. 1.0 KM 0993744.5 |
 PN0433| CJ4933 FANCHER RM 1                                       13514     |
 PN0433| CJ4934 FANCHER RM 2                                       26503     |
 PN0433|---------------------------------------------------------------------|
 PN0433
 PN0433                          SUPERSEDED SURVEY CONTROL
 PN0433
 PN0433  NAD 83(1986)-  44 27 53.07696(N)    089 23 04.03644(W) AD(       ) 1
 PN0433  NAD 27      -  44 27 53.18507(N)    089 23 03.63034(W) AD(       ) 1
 PN0433  NGVD 29 (??/??/92)  342.548  (m)         1123.84   (f) ADJ UNCH    1 2
 PN0433
 PN0433.Superseded values are not recommended for survey control.
 PN0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0433.See file dsdata.txt to determine how the superseded data were derived.
 PN0433
 PN0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ1032626258(NAD 83)
 PN0433_MARKER: DB = BENCH MARK DISK
 PN0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0433_STAMPING: 1123.843 FANCHER 1926
 PN0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0433+STABILITY: SURFACE MOTION
 PN0433
 PN0433  HISTORY     - Date     Condition        Report By
 PN0433  HISTORY     - 1926     MONUMENTED       CGS
 PN0433  HISTORY     - 1926     GOOD             CGS
 PN0433  HISTORY     - 1930     GOOD             CGS
 PN0433  HISTORY     - 1934     GOOD             NGS
 PN0433  HISTORY     - 1954     GOOD             USGS
 PN0433  HISTORY     - 1969     POOR             USGS
 PN0433  HISTORY     - 1979     GOOD             LOCENG
 PN0433  HISTORY     - 1985     MARK NOT FOUND   NGS
 PN0433  HISTORY     - 20040111 MARK NOT FOUND   USPSQD
 PN0433
 PN0433                          STATION DESCRIPTION
 PN0433
 PN0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PN0433'STATION IS ALONG THE GREEN BAY AND WESTERN RAILWAY LOCATED
 PN0433'103 METERS E OF HIGHWAY WHICH CROSSES TRACK AT DEPOT AT FANCHER,
 PN0433'ON CURVE ABOUT 150 FEET N OF TRACK.
 PN0433'
 PN0433'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 PN0433'SET IN CONCRETE.
 PN0433'
 PN0433'REFERENCE MARK NO. 1 IS ALONG RIGHT-OF-WAY FENCE LINE S OF
 PN0433'STATION.  REFERENCE MARK NO. 2 IS ON FENCE LINE W OF STATION.
 PN0433'
 PN0433'REFERENCE MARK NO. 1 IS DISTANT FROM STATION 26.06 METERS
 PN0433'(95.66 FEET) AND REFERENCE MARK NO. 2 IS DISTANT 33.42 METERS
 PN0433'(109.67 FEET).
 PN0433
 PN0433                          STATION RECOVERY (1926)
 PN0433
 PN0433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926
 PN0433'3.1 MI E FROM ARNOTT.
 PN0433'3.1 MILES EAST ALONG THE GREEN BAY AND WESTERN RAILROAD FROM
 PN0433'ARNOTT, PORTAGE COUNTY, AT FANCHER FLAG STATION, 338 FEET EAST
 PN0433'OF A ROAD CROSSING, AT A CURVE, AND 130 FEET NORTH OF THE TRACK.
 PN0433'A STANDARD TRAVERSE-STATION DISK, STAMPED 1123.843 FANCHER
 PN0433'1926 AND SET IN THE TOP OF A CONCRETE POST.
 PN0433
 PN0433                          STATION RECOVERY (1930)
 PN0433
 PN0433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PN0433'STATION MARK FOUND AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 PN0433'ADEQUATE.
 PN0433
 PN0433                          STATION RECOVERY (1934)
 PN0433
 PN0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PN0433'RECOVERED IN GOOD CONDITION.
 PN0433
 PN0433                          STATION RECOVERY (1954)
 PN0433
 PN0433'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 PN0433'STATION VERTICALLY DESTROYED.  HORIZONTAL O.K.
 PN0433
 PN0433                          STATION RECOVERY (1969)
 PN0433
 PN0433'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (GLO)
 PN0433'THIS MARK IS IN A CULTIVATED FIELD, AND APPEARS TO HAVE BEEN
 PN0433'TIPPED BY FARM MACHINERY
 PN0433
 PN0433                          STATION RECOVERY (1979)
 PN0433
 PN0433'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 PN0433'RECOVERED IN GOOD CONDITION.
 PN0433
 PN0433                          STATION RECOVERY (1985)
 PN0433
 PN0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0433'MARK NOT FOUND.
 PN0433
 PN0433                          STATION RECOVERY (2004)
 PN0433
 PN0433'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0433'NOT FOUND.  RAILROAD HAS BEEN REMOVED.  NOTE-- THE ROAD CROSSING IS
 PN0433'SMOKEY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5165 ***********************************************************************
 DH5165  DESIGNATION -  FARGO GPS
 DH5165  PID         -  DH5165
 DH5165  STATE/COUNTY-  WI/VERNON
 DH5165  USGS QUAD   -  RISING SUN (1983)
 DH5165
 DH5165                         *CURRENT SURVEY CONTROL
 DH5165  ___________________________________________________________________
 DH5165* NAD 83(1997)-  43 26 14.88910(N)    090 56 53.39435(W)     ADJUSTED  
 DH5165* NAVD 88     -                                                        
 DH5165  ___________________________________________________________________
 DH5165  X           -     -76,764.408 (meters)                     COMP
 DH5165  Y           -  -4,638,300.983 (meters)                     COMP
 DH5165  Z           -   4,363,170.119 (meters)                     COMP
 DH5165  LAPLACE CORR-          -8.79  (seconds)                    DEFLEC99
 DH5165  ELLIP HEIGHT-         364.11  (meters)          (08/01/05) GPS OBS
 DH5165  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 DH5165
 DH5165  HORZ ORDER  -  FIRST
 DH5165  ELLP ORDER  -  SECOND    CLASS I
 DH5165
 DH5165.The horizontal coordinates were established by GPS observations
 DH5165.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5165
 DH5165
 DH5165.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5165
 DH5165.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5165
 DH5165.The ellipsoidal height was determined by GPS observations
 DH5165.and is referenced to NAD 83.
 DH5165
 DH5165.The geoid height was determined by GEOID03.
 DH5165
 DH5165;                    North         East     Units Scale Factor Converg.
 DH5165;SPC WI S     -   160,125.511   523,243.280   MT  0.99993275   -0 39 05.4
 DH5165;SPC WI S     -   525,345.11  1,716,673.99   sFT  0.99993275   -0 39 05.4
 DH5165;UTM  15      - 4,811,441.633   666,052.298   MT  0.99993918   +1 24 39.9
 DH5165
 DH5165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5165!SPC WI S     -   0.99994291  x   0.99993275  =   0.99987566
 DH5165!UTM  15      -   0.99994291  x   0.99993918  =   0.99988209
 DH5165
 DH5165                          SUPERSEDED SURVEY CONTROL
 DH5165
 DH5165.No superseded survey control is available for this station.
 DH5165
 DH5165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ6605211442(NAD 83)
 DH5165_MARKER: DD = SURVEY DISK
 DH5165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5165_STAMPING: FARGO GPS 2004
 DH5165_MARK LOGO: WIDT  
 DH5165_PROJECTION: FLUSH
 DH5165_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5165+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5165
 DH5165  HISTORY     - Date     Condition        Report By
 DH5165  HISTORY     - 2003     MONUMENTED       WIDT
 DH5165
 DH5165                          STATION DESCRIPTION
 DH5165
 DH5165'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5165'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH5165'STATION FROM THE  JUNCTION OF STATE HIGHWAY 27 AND STATE HIGHWAY 82
 DH5165'EAST WITH STATE HIGHWAY 82 WEST  ABOUT 7 MI SOUTHWEST OF THE CITY OF
 DH5165'VIROQUA, GO SOUTH ON STATE HIGHWAY 27 FOR 1.2 MI TO  MACKENY ROAD ON
 DH5165'THE LEFT, CONTINUE SOUTH ON STATE HIGHWAY 27 FOR 0.2 MI TO THE STATION
 DH5165'ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH5165'TRANSPORTATION  GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH5165'A 41-CM DIAMETER CONCRETE POST  ABOUT 2 M ABOVE THE HIGHWAY PAVEMENT.
 DH5165'THE STATION IS 11.9 M WEST OF THE CENTERLINE OF  STATE HIGHWAY 27, 61
 DH5165'M NORTHWEST OF A WOOD POST FOR A --45 MPH CURVE-- SIGN, 2 M EAST OF  A
 DH5165'CULTIVATED FIELD, 1 M SOUTH OF EXTENDED CENTERLINE OF A FIELD
 DH5165'ENTRANCE, 1.0 M EAST OF AN  ORANGE 4X4 PLASTIC WITNESS POST, 1.0 M
 DH5165'NORTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST,  AND 1.0 M SOUTHWEST
 DH5165'OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DH5165'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH5165'HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0109 ***********************************************************************
 PN0109  DESIGNATION -  FARM
 PN0109  PID         -  PN0109
 PN0109  STATE/COUNTY-  WI/BROWN
 PN0109  USGS QUAD   -  SUAMICO (1974)
 PN0109
 PN0109                         *CURRENT SURVEY CONTROL
 PN0109  ___________________________________________________________________
 PN0109* NAD 83(1986)-  44 37 49.     (N)    088 01 01.     (W)     SCALED    
 PN0109* NAVD 88     -       178.311  (meters)     585.01   (feet)  ADJUSTED  
 PN0109  ___________________________________________________________________
 PN0109  GEOID HEIGHT-         -36.24  (meters)                     GEOID03
 PN0109  DYNAMIC HT  -         178.291 (meters)     584.94  (feet)  COMP
 PN0109  MODELED GRAV-     980,501.6   (mgal)                       NAVD 88
 PN0109
 PN0109  VERT ORDER  -  FIRST     CLASS 0
 PN0109
 PN0109.The horizontal coordinates were scaled from a topographic map and have
 PN0109.an estimated accuracy of +/- 6 seconds.
 PN0109
 PN0109.The orthometric height was determined by differential leveling
 PN0109.and adjusted by the National Geodetic Survey in June 1991..
 PN0109
 PN0109.The geoid height was determined by GEOID03.
 PN0109
 PN0109.The dynamic height is computed by dividing the NAVD 88
 PN0109.geopotential number by the normal gravity value computed on the
 PN0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0109.degrees latitude (g = 980.6199 gals.).
 PN0109
 PN0109.The modeled gravity was interpolated from observed gravity values.
 PN0109
 PN0109;                    North         East    Units  Estimated Accuracy
 PN0109;SPC WI C     -    90,480.      757,340.      MT  (+/- 180 meters Scaled)
 PN0109
 PN0109                          SUPERSEDED SURVEY CONTROL
 PN0109
 PN0109.No superseded survey control is available for this station.
 PN0109
 PN0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ193423(NAD 83)
 PN0109_MARKER: I = METAL ROD
 PN0109_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PN0109+WITH SETTING: INFORMATION.
 PN0109_SP_SET: 11 FEET
 PN0109_MAGNETIC: I = MARKER IS A STEEL ROD
 PN0109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PN0109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0109+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1994
 PN0109
 PN0109  HISTORY     - Date     Condition        Report By
 PN0109  HISTORY     - UNK      MONUMENTED       USLS
 PN0109  HISTORY     - 1972     GOOD             NGS
 PN0109  HISTORY     - 19940503 GOOD             WI-009
 PN0109  HISTORY     - 20040330 MARK NOT FOUND   USPSQD
 PN0109
 PN0109                          STATION DESCRIPTION
 PN0109
 PN0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PN0109'0.9 MI E FROM SUAMICO.
 PN0109'ABOUT 0.9 MILE EAST ALONG RIVERSIDE DRIVE FROM THE JUNCTION
 PN0109'COUNTY ROAD J AT SUAMICO, ABOUT 0.15 MILE EAST OF THE JUNCTION
 PN0109'OF A DRIVEWAY LEADING NORTH TO A LARGE MINK FARM, ON THE LAWN
 PN0109'OF A LARGE 1 1/2 STORY WHITE FRAME HOUSE, 45 FEET SOUTH OF THE
 PN0109'CENTER LINE OF RIVERSIDE DRIVE, 58 FEET SOUTHWEST OF POWER POLE
 PN0109'14-2520-24E31, 16.2 FEET NORTH OF THE NORTHEAST CORNER OF A
 PN0109'CONCRETE SLAB PORCH THAT IS AT THE EAST DOOR TO HOUSE, 10 FEET
 PN0109'EAST OF THE NORTHEAST CORNER OF THE HOUSE, 1.2 FEET NORTH OF THE
 PN0109'EXTENDED LINE OF THE NORTH WALL OF THE HOUSE, ABOUT LEVEL WITH
 PN0109'THE ROAD, THE TOP OF AN IRON ROAD THAT IS 6 INCHES BELOW THE
 PN0109'GROUND AND DRIVEN TO A DEPTH OF 11 FEET.  SECTION 24, T 25 N,
 PN0109'R 20 E.
 PN0109
 PN0109                          STATION RECOVERY (1994)
 PN0109
 PN0109'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0109'RECOVERED AS DESCRIBED.  CHANGES TO BE DESCRIPTION THE MINK FARM IS NO
 PN0109'LONGER IN OPERATION.  THE 1 1/2 STORY WHITE HOUSE ADDRESS IS 895
 PN0109'RIVERSIDE DR.
 PN0109
 PN0109                          STATION RECOVERY (2004)
 PN0109
 PN0109'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0109'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0868 ***********************************************************************
 OM0868  DESIGNATION -  FARMINGTON
 OM0868  PID         -  OM0868
 OM0868  STATE/COUNTY-  WI/JEFFERSON
 OM0868  USGS QUAD   -  HELENVILLE (1971)
 OM0868
 OM0868                         *CURRENT SURVEY CONTROL
 OM0868  ___________________________________________________________________
 OM0868* NAD 83(1991)-  43 05 10.84002(N)    088 42 44.70029(W)     ADJUSTED  
 OM0868* NAVD 88     -       262.     (meters)     860.     (feet)  SCALED    
 OM0868  ___________________________________________________________________
 OM0868  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 OM0868  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 OM0868
 OM0868  HORZ ORDER  -  THIRD
 OM0868
 OM0868.The horizontal coordinates were established by classical geodetic methods
 OM0868.and adjusted by the National Geodetic Survey in November 1991..
 OM0868
 OM0868.The orthometric height was scaled from a topographic map.
 OM0868
 OM0868.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0868
 OM0868.The geoid height was determined by GEOID03.
 OM0868
 OM0868;                    North         East     Units Scale Factor Converg.
 OM0868;SPC WI S     -   121,491.761   704,833.989   MT  0.99994757   +0 53 04.9
 OM0868;SPC WI S     -   398,594.22  2,312,442.85   sFT  0.99994757   +0 53 04.9
 OM0868;UTM  16      - 4,771,826.307   360,617.913   MT  0.99983899   -1 10 11.8
 OM0868
 OM0868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0868!SPC WI S     -   0.99996432  x   0.99994757  =   0.99991189
 OM0868!UTM  16      -   0.99996432  x   0.99983899  =   0.99980332
 OM0868
 OM0868|---------------------------------------------------------------------|
 OM0868| PID    Reference Object                     Distance      Geod. Az  |
 OM0868|                                                           dddmmss.s |
 OM0868| CI8660 FARMINGTON 2 RM 3                    48.942 METERS 08615     |
 OM0868| CI8659 FARMINGTON 2 AZ MK                                 0921042.5 |
 OM0868| CI8657 FARMINGTON RM 1                       8.490 METERS 09454     |
 OM0868| OM0869 FARMINGTON 2                         34.794 METERS 10644     |
 OM0868| OM0890 JEFFERSON ST LAWRENCE CATH CH       APPROX.10.5 KM 2110136.8 |
 OM0868| OM0887 JEFFERSON JCT LADISH MALT ELEV      APPROX. 8.6 KM 2304111.4 |
 OM0868| OM0892 JOHNSON CREEK ST MARY CATH CH       APPROX. 5.5 KM 2612810.1 |
 OM0868| CI8656 FARMINGTON AZ MK                                   2630722.0 |
 OM0868| CI8658 FARMINGTON RM 2                      10.279 METERS 26542     |
 OM0868|---------------------------------------------------------------------|
 OM0868
 OM0868                          SUPERSEDED SURVEY CONTROL
 OM0868
 OM0868  NAD 83(1986)-  43 05 10.83281(N)    088 42 44.70669(W) AD(       ) 3
 OM0868  NAD 27      -  43 05 10.82670(N)    088 42 44.33580(W) AD(       ) 3
 OM0868
 OM0868.Superseded values are not recommended for survey control.
 OM0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0868.See file dsdata.txt to determine how the superseded data were derived.
 OM0868
 OM0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6061871826(NAD 83)
 OM0868_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0868
 OM0868  HISTORY     - Date     Condition        Report By
 OM0868  HISTORY     - 1957     MONUMENTED       CGS
 OM0868  HISTORY     - 1964     SEE DESCRIPTION  CGS
 OM0868
 OM0868                          STATION DESCRIPTION
 OM0868
 OM0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 OM0868'THE STATION IS LOCATED ABOUT 3-1/2 MILES EAST OF JOHNSON
 OM0868'CREEK, 8 MILES SOUTH OF WATERTOWN, ON THE NORTH SIDE OF
 OM0868'STATE HIGHWAY 30 AND IS ON THE ROAD RIGHT-OF-WAY PROPERTY.
 OM0868'IT IS 113 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 30,
 OM0868'6 FEET NORTH OF THE EDGE OF THE ROAD BANK, 6 FEET NORTHEAST
 OM0868'OF A WHITE WITNESS POST AND IS ON A BANK ABOUT 40 FEET HIGHER
 OM0868'THAN THE ROAD LEVEL.  THE MONUMENT PROJECTS 2 INCHES AND THE
 OM0868'DISK IS STAMPED FARMINGTON 1957.
 OM0868'
 OM0868'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 30
 OM0868'AND U.S. HIGHWAY 26 JUST NORTH OF JOHNSON CREEK, GO EAST ON
 OM0868'HIGHWAY 30 FOR 2.6 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 OM0868'CONTINUE EAST ON HIGHWAY 30 FOR 0.2 MILE TO A FIELD DRIVEWAY
 OM0868'LEFT.  TURN AND GO NORTH FOR ABOUT 30 FEET.  TURN RIGHT AND
 OM0868'GO EAST ALONG ROAD RIGHT-OF-WAY FOR 0.05 MILE TO THE TOP
 OM0868'OF THE RIDGE AND THE STATION.
 OM0868'
 OM0868'REFERENCE MARK 1 IS 33 FEET EAST OF THE WHITE WITNESS POST,
 OM0868'112 FEET NORTH OF THE CENTERLINE OF HIGHWAY 30 AND 6 FEET
 OM0868'NORTH OF THE EDGE OF THE ROAD BANK.  THE MONUMENT PROJECTS
 OM0868'1 INCH AND THE DISK IS STAMPED FARMINGTON NO 1 1957.
 OM0868'
 OM0868'REFERENCE MARK 2 IS 29 FEET WEST OF THE WHITE WITNESS POST,
 OM0868'109 FEET NORTH OF THE CENTERLINE OF HIGHWAY 30 AND 5 FEET
 OM0868'NORTH OF THE EDGE OF THE ROAD BANK.  THE MONUMENT PROJECTS
 OM0868'1 INCH AND THE DISK IS STAMPED FARMINGTON NO 2 1957.
 OM0868'
 OM0868'THE AZIMUTH MARK IS 25 FEET WEST OF THE CENTERLINE OF A
 OM0868'PAVED ROAD, 59 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 OM0868'30, 2 FEET SOUTH OF A WHITE WITNESS POST AND 3 FEET SOUTH
 OM0868'OF A TELEPHONE POLE.  THE MONUMENT IS FLUSH AND THE DISK IS
 OM0868'STAMPED FARMINGTON 1957.
 OM0868'
 OM0868'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OM0868
 OM0868                          STATION RECOVERY (1964)
 OM0868
 OM0868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VRS)
 OM0868'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 OM0868'DESCRIBED.  ALL WERE DOOMED TO DESTRUCTION BY HWY. CONSTRUCTION
 OM0868'IN PROGRESS, AND SO ALL WERE DESTROYED AFTER THE ESTABLISHMENT
 OM0868'OF FARMINGTON 2 FOR WHICH SEE DESCRIPTION THEREOF.
 OM0868'
 OM0868'NOTE TO OFFICE--DISTANCE TO FARMINGTON 2 TO BE REDUCED AND
 OM0868'ENTERED FOR COMPUTING THE POSITION OF THE NEW STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0869 ***********************************************************************
 OM0869  DESIGNATION -  FARMINGTON 2
 OM0869  PID         -  OM0869
 OM0869  STATE/COUNTY-  WI/JEFFERSON
 OM0869  USGS QUAD   -  HELENVILLE (1971)
 OM0869
 OM0869                         *CURRENT SURVEY CONTROL
 OM0869  ___________________________________________________________________
 OM0869* NAD 83(1991)-  43 05 10.51554(N)    088 42 43.22707(W)     ADJUSTED  
 OM0869* NAVD 88     -       262.     (meters)     860.     (feet)  SCALED    
 OM0869  ___________________________________________________________________
 OM0869  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 OM0869  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 OM0869
 OM0869  HORZ ORDER  -  THIRD
 OM0869
 OM0869.The horizontal coordinates were established by classical geodetic methods
 OM0869.and adjusted by the National Geodetic Survey in November 1991..
 OM0869.No horizontal observational check was made to the station.
 OM0869
 OM0869.The orthometric height was scaled from a topographic map.
 OM0869
 OM0869.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0869
 OM0869.The geoid height was determined by GEOID03.
 OM0869
 OM0869;                    North         East     Units Scale Factor Converg.
 OM0869;SPC WI S     -   121,482.264   704,867.460   MT  0.99994758   +0 53 05.9
 OM0869;SPC WI S     -   398,563.06  2,312,552.66   sFT  0.99994758   +0 53 05.9
 OM0869;UTM  16      - 4,771,815.617   360,651.018   MT  0.99983888   -1 10 10.8
 OM0869
 OM0869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0869!SPC WI S     -   0.99996432  x   0.99994758  =   0.99991190
 OM0869!UTM  16      -   0.99996432  x   0.99983888  =   0.99980321
 OM0869
 OM0869|---------------------------------------------------------------------|
 OM0869| PID    Reference Object                     Distance      Geod. Az  |
 OM0869|                                                           dddmmss.s |
 OM0869| CI8660 FARMINGTON 2 RM 3                    20.379 METERS 04935     |
 OM0869| CI8661 FARMINGTON 2 RM 4                    14.771 METERS 08753     |
 OM0869| CI8659 FARMINGTON 2 AZ MK                                 0911706.3 |
 OM0869| OM0868 FARMINGTON                           34.794 METERS 28644     |
 OM0869|---------------------------------------------------------------------|
 OM0869
 OM0869                          SUPERSEDED SURVEY CONTROL
 OM0869
 OM0869  NAD 83(1986)-  43 05 10.50833(N)    088 42 43.23347(W) AD(       ) 3
 OM0869  NAD 27      -  43 05 10.50223(N)    088 42 42.86262(W) AD(       ) 3
 OM0869
 OM0869.Superseded values are not recommended for survey control.
 OM0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0869.See file dsdata.txt to determine how the superseded data were derived.
 OM0869
 OM0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6065171816(NAD 83)
 OM0869_MARKER: DS = TRIANGULATION STATION DISK
 OM0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0869_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OM0869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0869+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2006
 OM0869
 OM0869  HISTORY     - Date     Condition        Report By
 OM0869  HISTORY     - 1964     MONUMENTED       CGS
 OM0869  HISTORY     - 1979     GOOD             AME
 OM0869  HISTORY     - 19950506 GOOD             USPSQD
 OM0869  HISTORY     - 20060916 GOOD             USPSQD
 OM0869
 OM0869                          STATION DESCRIPTION
 OM0869
 OM0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VRS)
 OM0869'ABOUT 2.7 MILES E ALONG NO. 94 INTERSTATE HWY. FROM ITS BRIDGE
 OM0869'OVER NO. 26 WIS. HWY. (A 4-WAY INTERCHANGE HERE) WHICH IS JUST
 OM0869'NE OF THE TOWN OF JOHNSON CREEK, 0.2 MILE E OF A COUNTY ROAD
 OM0869'BRIDGE OVER THE INTERSTATE, ABOUT 40 YARDS E OF CREST OF RIDGE,
 OM0869'79-1/2 FEET N OF CENTER LINE OF THE N PAIR OF TRAFFIC LANES,
 OM0869'ABOUT 16 FEET HIGHER THAN SAME, 50-1/2 FT. W OF STEEL WITNESS
 OM0869'POST, AND FLUSH WITH THE SURFACE OF THE GROUND.
 OM0869'
 OM0869'R.M. NO. 3 IS 42 FEET N OF STEEL WITNESS POST, ON W EDGE OF A
 OM0869'HEDGE STRIP, 2-1/2 FT. W OF WOODEN RIGHT-OF-WAY POST, AND
 OM0869'FLUSH WITH THE GROUND.
 OM0869'
 OM0869'R.M. NO. 4 IS 82-1/2 FEET N OF SAID CENTER LINE, ABOUT 11 FEET
 OM0869'HIGHER THAN SAME, AND AND 2.2 FEET W OF STEEL WITNESS POST.
 OM0869'
 OM0869'AZIMUTH MARK IS ON CREST OF SLIGHT RIDGE, 79-1/2 FEET N OF
 OM0869'CENTER LINE OF THE N PAIR OF TRAFFICE LANES, 2.5 FEET HIGHER
 OM0869'THAN SAME, 48 FEET E OF CENTER LINE OF AN ABANDONED DRIVEWAY,
 OM0869'1 FOOT S OF FENCE, AND 1.7 FEET W OF STEEL WITNESS POST,
 OM0869
 OM0869                          STATION RECOVERY (1979)
 OM0869
 OM0869'RECOVERY NOTE BY AERO-METRIC ENGINEERING INCORPORATED 1979 (TJL)
 OM0869'FARMINGTON 2 1964 RECOVERED GOOD (FOUND 4 INCH X 4 INCH WOOD POST
 OM0869'2 FEET N. OF STA.).
 OM0869'
 OM0869'DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES EAST OF JOHNSON
 OM0869'CREEK.
 OM0869
 OM0869                          STATION RECOVERY (1995)
 OM0869
 OM0869'RECOVERY NOTE BY US POWER SQUADRON 1995
 OM0869'RECOVERED IN GOOD CONDITION.
 OM0869
 OM0869                          STATION RECOVERY (2006)
 OM0869
 OM0869'RECOVERY NOTE BY US POWER SQUADRON 2006
 OM0869'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 2.5 FEET SOUTH OF
 OM0869'AN ORANGE FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4869 ***********************************************************************
 DG4869  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4869  DESIGNATION -  FARMINGTON C GPS
 DG4869  PID         -  DG4869
 DG4869  STATE/COUNTY-  WI/JEFFERSON
 DG4869  USGS QUAD   -  HELENVILLE (1971)
 DG4869
 DG4869                         *CURRENT SURVEY CONTROL
 DG4869  ___________________________________________________________________
 DG4869* NAD 83(1997)-  43 04 31.41470(N)    088 43 36.98344(W)     ADJUSTED  
 DG4869* NAVD 88     -       266.13   (meters)     873.1    (feet)  GPS OBS   
 DG4869  ___________________________________________________________________
 DG4869  X           -     103,674.778 (meters)                     COMP
 DG4869  Y           -  -4,665,254.517 (meters)                     COMP
 DG4869  Z           -   4,333,781.823 (meters)                     COMP
 DG4869  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 DG4869  ELLIP HEIGHT-         231.71  (meters)          (04/02/04) GPS OBS
 DG4869  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 DG4869
 DG4869  HORZ ORDER  -  FIRST
 DG4869  ELLP ORDER  -  FOURTH    CLASS I
 DG4869
 DG4869.The horizontal coordinates were established by GPS observations
 DG4869.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4869
 DG4869.The orthometric height was determined by GPS observations and a
 DG4869.high-resolution geoid model using precise GPS observation and
 DG4869.processing techniques.
 DG4869
 DG4869.Photographs are available for this station.
 DG4869
 DG4869.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4869
 DG4869.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4869
 DG4869.The ellipsoidal height was determined by GPS observations
 DG4869.and is referenced to NAD 83.
 DG4869
 DG4869.The geoid height was determined by GEOID03.
 DG4869
 DG4869;                    North         East     Units Scale Factor Converg.
 DG4869;SPC WI S     -   120,257.164   703,670.195   MT  0.99994863   +0 52 29.0
 DG4869;SPC WI S     -   394,543.71  2,308,624.63   sFT  0.99994863   +0 52 29.0
 DG4869;UTM  16      - 4,770,634.352   359,410.736   MT  0.99984315   -1 10 46.6
 DG4869
 DG4869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4869!SPC WI S     -   0.99996366  x   0.99994863  =   0.99991230
 DG4869!UTM  16      -   0.99996366  x   0.99984315  =   0.99980682
 DG4869
 DG4869                          SUPERSEDED SURVEY CONTROL
 DG4869
 DG4869.No superseded survey control is available for this station.
 DG4869
 DG4869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5941170634(NAD 83)
 DG4869_MARKER: DD = SURVEY DISK
 DG4869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4869_STAMPING: FARMINGTON C GPS 1992
 DG4869_MARK LOGO: WI-055
 DG4869_PROJECTION: FLUSH
 DG4869_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4869+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG4869
 DG4869  HISTORY     - Date     Condition        Report By
 DG4869  HISTORY     - 1992     MONUMENTED       WI-055
 DG4869  HISTORY     - 2002     GOOD             WIDT
 DG4869
 DG4869                          STATION DESCRIPTION
 DG4869
 DG4869'DESCRIBED BY WI DEPT OF TRANSP 2002 (DJH)
 DG4869'THE STATION IS LOCATED ABOUT 13 KM SOUTH OF WATERTOWN, 10 KM NORTHEAST
 DG4869'OF JEFFERSON  AND 4 KM EAST OF JOHNSON CREEK.  OWNERSHIP--JEFFERSON
 DG4869'COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 19
 DG4869'WITH STATE HIGHWAY 26 AT THE INTERSECTION OF MAIN STREET AND CHURCH
 DG4869'STREET IN THE CITY OF WATERTOWN, GO SOUTH ON STATE HIGHWAY 26 (CHURCH
 DG4869'STREET) FOR 14.0 KM TO COUNTY HIGHWAY B, TURN LEFT AND GO EAST ON
 DG4869'COUNTY HIGHWAY B FOR 3.4 KM TO HILLTOP LANE AND THE STATION ON THE
 DG4869'RIGHT.  THE STATION IS A BRONZE JEFFERSON COUNTY GEODETIC CONTROL
 DG4869'MARKER DISK SET IN THE TOP OF A 30-CM DIAMETER CONCRETE POST SET TO A
 DG4869'DEPTH OF 1.8 M AND ABOUT 6 M ABOVE THE HIGHWAY PAVEMENT.  THE STATION
 DG4869'IS 17.7 M SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY B,  26.1 M EAST OF
 DG4869'THE CENTERLINE OF HILLTOP LANE,  3.4 M WEST OF A METAL POST FOR A
 DG4869'--R/W-- SIGN, AND 3 M NORTH OF A CULTIVATED FIELD.  ---NOTE---THE
 DG4869'STATION IS EAST, WEST AND SOUTH OF THREE ORANGE 4X4 PLASTIC WITNESS
 DG4869'POSTS.  ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DG4869'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DG4869'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4996 ***********************************************************************
 DG4996  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4996  DESIGNATION -  FARMINGTON E GPS
 DG4996  PID         -  DG4996
 DG4996  STATE/COUNTY-  WI/JEFFERSON
 DG4996  USGS QUAD   -  HELENVILLE (1971)
 DG4996
 DG4996                         *CURRENT SURVEY CONTROL
 DG4996  ___________________________________________________________________
 DG4996* NAD 83(1997)-  43 02 04.09779(N)    088 40 19.86665(W)     ADJUSTED  
 DG4996* NAVD 88     -       261.52   (meters)     858.0    (feet)  GPS OBS   
 DG4996  ___________________________________________________________________
 DG4996  X           -     108,204.921 (meters)                     COMP
 DG4996  Y           -  -4,668,252.898 (meters)                     COMP
 DG4996  Z           -   4,330,456.763 (meters)                     COMP
 DG4996  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 DG4996  ELLIP HEIGHT-         227.17  (meters)          (04/02/04) GPS OBS
 DG4996  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 DG4996
 DG4996  HORZ ORDER  -  FIRST
 DG4996  ELLP ORDER  -  FOURTH    CLASS I
 DG4996
 DG4996.The horizontal coordinates were established by GPS observations
 DG4996.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4996
 DG4996.The orthometric height was determined by GPS observations and a
 DG4996.high-resolution geoid model using precise GPS observation and
 DG4996.processing techniques.
 DG4996
 DG4996.Photographs are available for this station.
 DG4996
 DG4996.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4996
 DG4996.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4996
 DG4996.The ellipsoidal height was determined by GPS observations
 DG4996.and is referenced to NAD 83.
 DG4996
 DG4996.The geoid height was determined by GEOID03.
 DG4996
 DG4996;                    North         East     Units Scale Factor Converg.
 DG4996;SPC WI S     -   115,781.391   708,201.092   MT  0.99995292   +0 54 44.4
 DG4996;SPC WI S     -   379,859.45  2,323,489.75   sFT  0.99995292   +0 54 44.4
 DG4996;UTM  16      - 4,765,999.594   363,777.801   MT  0.99982828   -1 08 28.8
 DG4996
 DG4996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4996!SPC WI S     -   0.99996438  x   0.99995292  =   0.99991730
 DG4996!UTM  16      -   0.99996438  x   0.99982828  =   0.99979266
 DG4996
 DG4996                          SUPERSEDED SURVEY CONTROL
 DG4996
 DG4996.No superseded survey control is available for this station.
 DG4996
 DG4996_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6377866000(NAD 83)
 DG4996_MARKER: DD = SURVEY DISK
 DG4996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4996_STAMPING: FARMINGTON E GPS 1992
 DG4996_MARK LOGO: WI-055
 DG4996_PROJECTION: FLUSH
 DG4996_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4996_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4996+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG4996
 DG4996  HISTORY     - Date     Condition        Report By
 DG4996  HISTORY     - 1992     MONUMENTED       WI-055
 DG4996
 DG4996                          STATION DESCRIPTION
 DG4996
 DG4996'DESCRIBED BY JEFFERSON COUNTY WISCONSIN 1992 (DJH)
 DG4996'THE STATION IS LOCATED ABOUT 11 KM EAST-NORTHEAST OF JEFFERSON, 10 KM
 DG4996'SOUTHEAST OF JOHNSON CREEK AND 7 KM WEST-NORTHWEST OF SULLIVAN.
 DG4996'OWNERSHIP--TOWN OF FARMINGTON.  TO REACH THE STATION FROM THE JUNCTION
 DG4996'OF US HIGHWAY 18 (MADISON AVENUE) WITH COUNTY HIGHWAY F (MAIN STREET)
 DG4996'IN THE VILLAGE OF SULLIVAN, GO WEST ON US HIGHWAY 18 (MADISON AVENUE)
 DG4996'FOR 4.8 KM TO COUNTY HIGHWAY P, CONTINUE WEST ON US HIGHWAY 18
 DG4996'(MADISON AVENUE) FOR 1.8 KM TO SOUTH FARMINGTON ROAD, TURN RIGHT AND
 DG4996'GO NORTH ON SOUTH FARMINGTON ROAD FOR 2.6 KM TO BAKERTOWN ROAD, TURN
 DG4996'LEFT AND GO WEST ON BAKERTOWN ROAD FOR 0.2 KM TO THE STATION ON THE
 DG4996'RIGHT.  THE STATION IS A BRONZE JEFFERSON COUNTY GEODETIC CONTROL
 DG4996'MARKER DISK SET TO A DEPTH OF 1.8 M AND ABOUT LEVEL WITH THE ROAD
 DG4996'PAVEMENT.  THE STATION IS 7.9 M NORTH OF THE CENTERLINE OF BAKERTOWN
 DG4996'ROAD, 141 M WEST OF THE EXTENDED CENTERLINE OF A PRIVATE ENTRANCE, 74
 DG4996'M EAST-NORTHEAST OF A METAL POST FOR A --STOP AHEAD-- SIGN, AND 2 M
 DG4996'SOUTH OF A CULTIVATED FIELD.  ---NOTE---THE STATION IS EAST, WEST AND
 DG4996'SOUTH OF THREE ORANGE 4X4 PLASTIC WITNESS POSTS.  ---NOTE2---THIS
 DG4996'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DG4996'ABOVE THE HORIZON.
 DG4996'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF6101 ***********************************************************************
 DF6101  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6101  DESIGNATION -  FARMINGTON N GPS
 DF6101  PID         -  DF6101
 DF6101  STATE/COUNTY-  WI/WASHINGTON
 DF6101  USGS QUAD   -  BATAVIA (1974)
 DF6101
 DF6101                         *CURRENT SURVEY CONTROL
 DF6101  ___________________________________________________________________
 DF6101* NAD 83(1997)-  43 31 14.86221(N)    088 06 01.26687(W)     ADJUSTED  
 DF6101* NAVD 88     -       280.91   (meters)     921.6    (feet)  GPS OBS   
 DF6101  ___________________________________________________________________
 DF6101  X           -     153,562.261 (meters)                     COMP
 DF6101  Y           -  -4,629,933.992 (meters)                     COMP
 DF6101  Z           -   4,369,806.648 (meters)                     COMP
 DF6101  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 DF6101  ELLIP HEIGHT-         245.82  (meters)          (06/11/03) GPS OBS
 DF6101  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 DF6101
 DF6101  HORZ ORDER  -  FIRST
 DF6101  ELLP ORDER  -  THIRD     CLASS I
 DF6101
 DF6101.The horizontal coordinates were established by GPS observations
 DF6101.and adjusted by the National Geodetic Survey in June 2003..
 DF6101
 DF6101.The orthometric height was determined by GPS observations and a
 DF6101.high-resolution geoid model using precise GPS observation and
 DF6101.processing techniques.
 DF6101
 DF6101.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6101
 DF6101.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6101
 DF6101.The ellipsoidal height was determined by GPS observations
 DF6101.and is referenced to NAD 83.
 DF6101
 DF6101.The geoid height was determined by GEOID03.
 DF6101
 DF6101;                    North         East     Units Scale Factor Converg.
 DF6101;SPC WI S     -   170,695.396   753,561.179   MT  0.99993472   +1 18 18.9
 DF6101;SPC WI S     -   560,023.15  2,472,308.63   sFT  0.99993472   +1 18 18.9
 DF6101;UTM  16      - 4,819,238.899   411,073.034   MT  0.99969727   -0 45 28.0
 DF6101
 DF6101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6101!SPC WI S     -   0.99996145  x   0.99993472  =   0.99989618
 DF6101!UTM  16      -   0.99996145  x   0.99969727  =   0.99965874
 DF6101
 DF6101                          SUPERSEDED SURVEY CONTROL
 DF6101
 DF6101.No superseded survey control is available for this station.
 DF6101
 DF6101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1107319239(NAD 83)
 DF6101_MARKER: DD = SURVEY DISK
 DF6101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6101_STAMPING: FARMINGTON N GPS 2001
 DF6101_MARK LOGO: WIDT  
 DF6101_PROJECTION: FLUSH
 DF6101_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6101+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2003
 DF6101
 DF6101  HISTORY     - Date     Condition        Report By
 DF6101  HISTORY     - 2000     MONUMENTED       WIDT
 DF6101  HISTORY     - 20030708 GOOD             USPSQD
 DF6101
 DF6101                          STATION DESCRIPTION
 DF6101
 DF6101'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DF6101'THE STATION IS LOCATED ABOUT 13 KM NORTHEAST OF WEST BEND AND 10 KM
 DF6101'EAST OF KEWASKUM.
 DF6101'OWNERSHIP--TOWN OF FARMINGTON.  TO REACH THE STATION FROM THE JUNCTION
 DF6101'OF STATE
 DF6101'HIGHWAY 28 WITH STATE HIGHWAY 144 WITH HIGHLAND DRIVE, GO EAST ON
 DF6101'HIGHLAND DRIVE FOR 1.1
 DF6101'KM TO BOLTONVILLE ROAD, TURN LEFT AND GO NORTH ON BOLTONVILLE ROAD FOR
 DF6101'1.0 KM TO THE
 DF6101'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF6101'TRANSPORTATION
 DF6101'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF6101'DIAMETER CONCRETE
 DF6101'POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT.
 DF6101'THE STATION IS 7.9 M
 DF6101'EAST OF THE CENTERLINE OF BOLTONVILLE ROAD, 60 M NORTH OF A POWER POLE
 DF6101'--93-08208--, 27.0 M
 DF6101'SOUTHEAST OF A POWER POLE --93-08206--, 23.1 M SOUTH OF A METAL POST
 DF6101'FOR A --STOP AHEAD--
 DF6101'SIGN,  4 M WEST OF A CULTIVATED FIELD, 1.0 M NORTH AND 1.0 M SOUTH OF
 DF6101'TWO 4X4 ORANGE
 DF6101'PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE
 DF6101'OBSTRUCTIONS
 DF6101'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF6101'
 DF6101
 DF6101                          STATION RECOVERY (2003)
 DF6101
 DF6101'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC9092 ***********************************************************************
 AC9092  DESIGNATION -  FARMINGTON NE
 AC9092  PID         -  AC9092
 AC9092  STATE/COUNTY-  WI/POLK
 AC9092  USGS QUAD   -  OSCEOLA (1993)
 AC9092
 AC9092                         *CURRENT SURVEY CONTROL
 AC9092  ___________________________________________________________________
 AC9092* NAD 83(1997)-  45 16 03.88890(N)    092 38 21.73558(W)     ADJUSTED  
 AC9092* NAVD 88     -       332.0    (meters)    1089.     (feet)  GPS OBS   
 AC9092  ___________________________________________________________________
 AC9092  X           -    -207,071.139 (meters)                     COMP
 AC9092  Y           -  -4,491,944.836 (meters)                     COMP
 AC9092  Z           -   4,508,555.689 (meters)                     COMP
 AC9092  LAPLACE CORR-         -11.37  (seconds)                    DEFLEC99
 AC9092  ELLIP HEIGHT-         303.95  (meters)          (09/30/02) GPS OBS
 AC9092  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 AC9092
 AC9092  HORZ ORDER  -  FIRST
 AC9092  ELLP ORDER  -  SECOND    CLASS I
 AC9092
 AC9092.The horizontal coordinates were established by GPS observations
 AC9092.and adjusted by the National Geodetic Survey in September 2002..
 AC9092
 AC9092.The orthometric height was determined by GPS observations and a
 AC9092.high-resolution geoid model.
 AC9092
 AC9092.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9092
 AC9092.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9092
 AC9092.The ellipsoidal height was determined by GPS observations
 AC9092.and is referenced to NAD 83.
 AC9092
 AC9092.The geoid height was determined by GEOID03.
 AC9092
 AC9092;                    North         East     Units Scale Factor Converg.
 AC9092;SPC WI C     -   162,759.387   392,909.379   MT  0.99996404   -1 51 44.2
 AC9092;SPC WI C     -   533,986.42  1,289,070.19   sFT  0.99996404   -1 51 44.2
 AC9092;UTM  15      - 5,012,757.638   528,290.392   MT  0.99960984   +0 15 22.3
 AC9092
 AC9092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9092!SPC WI C     -   0.99995235  x   0.99996404  =   0.99991639
 AC9092!UTM  15      -   0.99995235  x   0.99960984  =   0.99956221
 AC9092
 AC9092                          SUPERSEDED SURVEY CONTROL
 AC9092
 AC9092  NAD 83(1991)-  45 16 03.88825(N)    092 38 21.73285(W) AD(       ) 1
 AC9092  ELLIP H (06/10/97)  303.98   (m)                       GP(       ) 2 1
 AC9092
 AC9092.Superseded values are not recommended for survey control.
 AC9092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9092.See file dsdata.txt to determine how the superseded data were derived.
 AC9092
 AC9092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2829012758(NAD 83)
 AC9092_MARKER: DD = SURVEY DISK
 AC9092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9092_STAMPING: FARMINGTON NE 438
 AC9092_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC9092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9092+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2005
 AC9092
 AC9092  HISTORY     - Date     Condition        Report By
 AC9092  HISTORY     - 1995     MONUMENTED       WI-095
 AC9092  HISTORY     - 20051118 GOOD             WIDT
 AC9092
 AC9092                          STATION DESCRIPTION
 AC9092
 AC9092'DESCRIBED BY POLK COUNTY WISCONSIN 1995 (TEC)
 AC9092'THE STATION IS LOCATED 3.5 MI (5.6 KM) SOUTH AND 2.85 MI (4.59 KM)
 AC9092'EAST OF TOWN OF OSCEOLA, WISCONSIN IN THE SOUTHWEST QUARTER OF
 AC9092'SOUTHEAST QUARTER OF SECTION 7, T.32N., R.18W., 4TH P.M TOWN OF
 AC9092'FARMINGTON, POLK COUNTY.  TO REACH THE STATION FROM THE TOWN OF
 AC9092'OSCEOLA BEGIN AT INTERSECTION OF STATE HIGHWAY 35 AND COUNTY TRUNK
 AC9092'HIGHWAY M, GO SOUTH 3.5 MI (5.6 KM) TO THE INTERSECTION OF STATE
 AC9092'HIGHWAY 35 AND COUNTY TRUNK HIGHWAY X, GO EAST 2.85 MI (4.59 KM) TO
 AC9092'THE STATION.  THE STATION IS LOCATED 27 FEET (8.2 M) NORTH OF
 AC9092'CENTERLINE OF COUNTY HIGHWAY X, 87 FEET (26.5 M) WEST OF CENTERLINE OF
 AC9092'FIELD DRIVE TO SOUTH, .4 MI (0.6 KM) WEST OF 230TH STREET, .6 MI (1.0
 AC9092'KM) EAST OF 240TH STREET.  THE STATION IS A BRASS CAP, SET IN A 1.3
 AC9092'FOOT (0.4 M) DIAMETER BY 6 FOOT (1.8 M) DEEP CONCRETE MONUMENT FLUSH
 AC9092'WITH GROUND SURFACE.  A PLASTIC WITNESS POST IS SET 2 FEET (0.6 M)
 AC9092'FROM THE STATION.
 AC9092
 AC9092                          STATION RECOVERY (2005)
 AC9092
 AC9092'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AC9092'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.8 M
 AC9092'SOUTH-SOUTHWEST OF AN ORANGE --WARNING FIBER OPTIC CABLE-- SIGN POST
 AC9092'AND 1.0 M EAST AND 1.0 M WEST OF TWO ORANGE 4X4 PLASTIC GUARD POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF6114 ***********************************************************************
 DF6114  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6114  DESIGNATION -  FARMINGTON S GPS
 DF6114  PID         -  DF6114
 DF6114  STATE/COUNTY-  WI/WASHINGTON
 DF6114  USGS QUAD   -  NEWBURG (1994)
 DF6114
 DF6114                         *CURRENT SURVEY CONTROL
 DF6114  ___________________________________________________________________
 DF6114* NAD 83(1997)-  43 27 38.35606(N)    088 04 50.85785(W)     ADJUSTED  
 DF6114* NAVD 88     -       273.25   (meters)     896.5    (feet)  GPS OBS   
 DF6114  ___________________________________________________________________
 DF6114  X           -     155,296.522 (meters)                     COMP
 DF6114  Y           -  -4,634,472.023 (meters)                     COMP
 DF6114  Z           -   4,364,953.712 (meters)                     COMP
 DF6114  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 DF6114  ELLIP HEIGHT-         238.22  (meters)          (06/11/03) GPS OBS
 DF6114  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 DF6114
 DF6114  HORZ ORDER  -  FIRST
 DF6114  ELLP ORDER  -  THIRD     CLASS I
 DF6114
 DF6114.The horizontal coordinates were established by GPS observations
 DF6114.and adjusted by the National Geodetic Survey in June 2003..
 DF6114
 DF6114.The orthometric height was determined by GPS observations and a
 DF6114.high-resolution geoid model using precise GPS observation and
 DF6114.processing techniques.
 DF6114
 DF6114.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6114
 DF6114.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6114
 DF6114.The ellipsoidal height was determined by GPS observations
 DF6114.and is referenced to NAD 83.
 DF6114
 DF6114.The geoid height was determined by GEOID03.
 DF6114
 DF6114;                    North         East     Units Scale Factor Converg.
 DF6114;SPC WI S     -   164,052.051   755,295.670   MT  0.99993308   +1 19 07.3
 DF6114;SPC WI S     -   538,227.44  2,477,999.21   sFT  0.99993308   +1 19 07.3
 DF6114;UTM  16      - 4,812,539.028   412,566.942   MT  0.99969403   -0 44 36.5
 DF6114
 DF6114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6114!SPC WI S     -   0.99996264  x   0.99993308  =   0.99989573
 DF6114!UTM  16      -   0.99996264  x   0.99969403  =   0.99965669
 DF6114
 DF6114                          SUPERSEDED SURVEY CONTROL
 DF6114
 DF6114.No superseded survey control is available for this station.
 DF6114
 DF6114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1256712539(NAD 83)
 DF6114_MARKER: DD = SURVEY DISK
 DF6114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6114_STAMPING: FARMINGTON S GPS 2001
 DF6114_MARK LOGO: WIDT  
 DF6114_PROJECTION: FLUSH
 DF6114_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6114+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2003
 DF6114
 DF6114  HISTORY     - Date     Condition        Report By
 DF6114  HISTORY     - 2000     MONUMENTED       WIDT
 DF6114  HISTORY     - 20031121 GOOD             USPSQD
 DF6114
 DF6114                          STATION DESCRIPTION
 DF6114
 DF6114'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DF6114'THE STATION IS LOCATED ABOUT 27 KM NORTHWEST OF PORT WASHINGTON AND 9
 DF6114'KM NORTHEAST
 DF6114'OF WEST BEND.  OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO
 DF6114'REACH THE
 DF6114'STATION FROM THE JUNCTION STATE HIGHWAY 33 WEST AND STATE HIGHWAY 144
 DF6114'SOUTH WITH
 DF6114'STATE HIGHWAY 33 EAST AND STATE HIGHWAY 144 NORTH AT THE INTERSECTION
 DF6114'OF WASHINGTON
 DF6114'STREET AND 7TH AVENUE IN THE CITY OF WEST BEND, GO EAST ON STATE
 DF6114'HIGHWAY 33
 DF6114'(WASHINGTON STREET) FOR 8.4 KM TO COUNTY HIGHWAY M, TURN LEFT AND GO
 DF6114'NORTH ON COUNTY
 DF6114'HIGHWAY M FOR 1.6 KM TO COUNTY HIGHWAY M ON THE RIGHT AND TRADING POST
 DF6114'TRAIL AHEAD,
 DF6114'CONTINUE NORTH ON TRADING POST TRAIL FOR 1.6 KM TO NEWARK DRIVE,
 DF6114'CONTINUE NORTH ON
 DF6114'TRADING POST TRAIL FOR 0.6 KM TO THE STATION ON THE RIGHT.  THE
 DF6114'STATION IS A BRONZE
 DF6114'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DF6114'DISK SET IN
 DF6114'THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND
 DF6114'ABOUT LEVEL
 DF6114'WITH THE ROAD PAVEMENT.  THE STATION IS 4.8 M EAST OF THE CENTERLINE
 DF6114'OF TRADING POST
 DF6114'TRAIL, 0.2 KM NORTH OF PRIVATE ENTRANCE --7406--, 85 M SOUTH OF THE
 DF6114'EXTENDED CENTERLINE OF
 DF6114'PRIVATE ENTRANCE --7455--, 36.8 M SOUTH-SOUTHEAST OF A YELLOW
 DF6114'FIBERGLASS --CAUTION GAS
 DF6114'PIPELINE IN VICINITY-- POST, 2 M WEST OF A CULTIVATED FIELD, AND 0.6 M
 DF6114'WEST OF A WHITE
 DF6114'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DF6114'OBSTRUCTIONS EXTENDING HIGHER
 DF6114'THAN 10 DEGREES ABOVE THE HORIZON.
 DF6114'
 DF6114
 DF6114                          STATION RECOVERY (2003)
 DF6114
 DF6114'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC9093 ***********************************************************************
 AC9093  DESIGNATION -  FARMINGTON SW
 AC9093  PID         -  AC9093
 AC9093  STATE/COUNTY-  WI/POLK
 AC9093  USGS QUAD   -  SOMERSET NORTH (1974)
 AC9093
 AC9093                         *CURRENT SURVEY CONTROL
 AC9093  ___________________________________________________________________
 AC9093* NAD 83(1997)-  45 13 27.26931(N)    092 42 43.42928(W)     ADJUSTED  
 AC9093* NAVD 88     -       308.2    (meters)    1011.     (feet)  GPS OBS   
 AC9093  ___________________________________________________________________
 AC9093  X           -    -212,931.705 (meters)                     COMP
 AC9093  Y           -  -4,495,091.710 (meters)                     COMP
 AC9093  Z           -   4,505,134.541 (meters)                     COMP
 AC9093  LAPLACE CORR-         -10.02  (seconds)                    DEFLEC99
 AC9093  ELLIP HEIGHT-         280.28  (meters)          (09/30/02) GPS OBS
 AC9093  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 AC9093
 AC9093  HORZ ORDER  -  FIRST
 AC9093  ELLP ORDER  -  SECOND    CLASS I
 AC9093
 AC9093.The horizontal coordinates were established by GPS observations
 AC9093.and adjusted by the National Geodetic Survey in September 2002..
 AC9093
 AC9093.The orthometric height was determined by GPS observations and a
 AC9093.high-resolution geoid model.
 AC9093
 AC9093.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9093
 AC9093.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9093
 AC9093.The ellipsoidal height was determined by GPS observations
 AC9093.and is referenced to NAD 83.
 AC9093
 AC9093.The geoid height was determined by GEOID03.
 AC9093
 AC9093;                    North         East     Units Scale Factor Converg.
 AC9093;SPC WI C     -   158,115.159   387,046.404   MT  0.99995913   -1 54 48.8
 AC9093;SPC WI C     -   518,749.48  1,269,834.74   sFT  0.99995913   -1 54 48.8
 AC9093;UTM  15      - 5,007,901.598   522,605.091   MT  0.99960628   +0 12 15.8
 AC9093
 AC9093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9093!SPC WI C     -   0.99995606  x   0.99995913  =   0.99991519
 AC9093!UTM  15      -   0.99995606  x   0.99960628  =   0.99956236
 AC9093
 AC9093                          SUPERSEDED SURVEY CONTROL
 AC9093
 AC9093  NAD 83(1991)-  45 13 27.26866(N)    092 42 43.42663(W) AD(       ) 1
 AC9093  ELLIP H (06/10/97)  280.30   (m)                       GP(       ) 2 1
 AC9093
 AC9093.Superseded values are not recommended for survey control.
 AC9093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9093.See file dsdata.txt to determine how the superseded data were derived.
 AC9093
 AC9093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2260507902(NAD 83)
 AC9093_MARKER: DD = SURVEY DISK
 AC9093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9093_STAMPING: FARMINGTON SW 439
 AC9093_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC9093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9093_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC9093+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 AC9093
 AC9093  HISTORY     - Date     Condition        Report By
 AC9093  HISTORY     - 1995     MONUMENTED       WI-095
 AC9093  HISTORY     - 20051112 GOOD             USPSQD
 AC9093
 AC9093                          STATION DESCRIPTION
 AC9093
 AC9093'DESCRIBED BY POLK COUNTY WISCONSIN 1995 (TEC)
 AC9093'THE STATION IS LOCATED 6.5 MI (10.5 KM) SOUTH AND 1 MI (1.6 KM) WEST
 AC9093'OF TOWN OF OSCEOLA, WISCONSIN IN THE NORTHWEST QUARTER OF NORTHWEST
 AC9093'QUARTER OF SECTION 34, T.32N., R.19W., 4TH P.M.  TOWN OF FARMINGTON,
 AC9093'POLK COUNTY.  TO REACH THE STATION FROM THE TOWN OF OSCEOLA BEGIN AT
 AC9093'THE INTERSECTION OF STATE HIGHWAY 35 AND COUNTY TRUNK HIGHWAY M, GO
 AC9093'SOUTH 6.5 MI (10.5 KM) TO THE INTERSECTION OF STATE HIGHWAY 35 AND
 AC9093'10TH AVENUE, GO WEST .75 MI (1.21 KM) TO THE STATION.  THE STATION IS
 AC9093'LOCATED 24 FEET (7.3 M) SOUTH OF 10TH AVENUE, 23 FEET (7.0 M) EAST OF
 AC9093'CENTERLINE DRIVE TO THE NORTH, 206 FEET (62.8 M) EAST OF CENTERLINE OF
 AC9093'270TH STREET, .75 MI (1.21 KM) WEST OF STATE HIGHWAY 35.  THE STATION
 AC9093'IS A BRASS CAP, SET IN A 1.3 FOOT (0.4 M) DIAMETER BY 6 FOOT (1.8 M)
 AC9093'DEEP CONCRETE MONUMENT FLUSH WITH GROUND SURFACE.  A PLASTIC WITNESS
 AC9093'POST IS SET 2 FEET (0.6 M) FROM THE STATION.
 AC9093
 AC9093                          STATION RECOVERY (2005)
 AC9093
 AC9093'RECOVERY NOTE BY US POWER SQUADRON 2005 (DRB)
 AC9093'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.9 M NORTH, 0.7 M
 AC9093'WEST, AND 0.8 M EAST OF THREE WHITE PLASTIC WITNESS POSTS.  NOTE1--
 AC9093'THE STATION IS 7.0 M EAST OF THE EXTENDED CENTERLINE OF PRIVATE
 AC9093'ENTRANCE --2699--.  NOTE2-- TREES TO THE NORTH EXTEND TO 25 DEGREES
 AC9093'AND TREES TO THE WEST EXTEND TO 60 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC9094 ***********************************************************************
 AC9094  DESIGNATION -  FARMINGTON W
 AC9094  PID         -  AC9094
 AC9094  STATE/COUNTY-  WI/POLK
 AC9094  USGS QUAD   -  OSCEOLA (1993)
 AC9094
 AC9094                         *CURRENT SURVEY CONTROL
 AC9094  ___________________________________________________________________
 AC9094* NAD 83(1997)-  45 16 23.54035(N)    092 44 00.32225(W)     ADJUSTED  
 AC9094* NAVD 88     -       290.8    (meters)     954.     (feet)  GPS OBS   
 AC9094  ___________________________________________________________________
 AC9094  X           -    -214,422.522 (meters)                     COMP
 AC9094  Y           -  -4,491,139.615 (meters)                     COMP
 AC9094  Z           -   4,508,953.622 (meters)                     COMP
 AC9094  LAPLACE CORR-          -6.31  (seconds)                    DEFLEC99
 AC9094  ELLIP HEIGHT-         263.08  (meters)          (09/30/02) GPS OBS
 AC9094  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 AC9094
 AC9094  HORZ ORDER  -  FIRST
 AC9094  ELLP ORDER  -  SECOND    CLASS I
 AC9094
 AC9094.The horizontal coordinates were established by GPS observations
 AC9094.and adjusted by the National Geodetic Survey in September 2002..
 AC9094
 AC9094.The orthometric height was determined by GPS observations and a
 AC9094.high-resolution geoid model.
 AC9094
 AC9094.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9094
 AC9094.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9094
 AC9094.The ellipsoidal height was determined by GPS observations
 AC9094.and is referenced to NAD 83.
 AC9094
 AC9094.The geoid height was determined by GEOID03.
 AC9094
 AC9094;                    North         East     Units Scale Factor Converg.
 AC9094;SPC WI C     -   163,609.817   385,553.028   MT  0.99996469   -1 55 43.1
 AC9094;SPC WI C     -   536,776.54  1,264,935.23   sFT  0.99996469   -1 55 43.1
 AC9094;UTM  15      - 5,013,335.375   520,910.269   MT  0.99960538   +0 11 21.8
 AC9094
 AC9094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9094!SPC WI C     -   0.99995876  x   0.99996469  =   0.99992345
 AC9094!UTM  15      -   0.99995876  x   0.99960538  =   0.99956415
 AC9094
 AC9094                          SUPERSEDED SURVEY CONTROL
 AC9094
 AC9094  NAD 83(1991)-  45 16 23.53964(N)    092 44 00.31935(W) AD(       ) 1
 AC9094  ELLIP H (06/10/97)  263.10   (m)                       GP(       ) 2 1
 AC9094
 AC9094.Superseded values are not recommended for survey control.
 AC9094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9094.See file dsdata.txt to determine how the superseded data were derived.
 AC9094
 AC9094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2091013335(NAD 83)
 AC9094_MARKER: DD = SURVEY DISK
 AC9094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9094_STAMPING: FARMINGTON W. 440
 AC9094_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC9094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9094+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2005
 AC9094
 AC9094  HISTORY     - Date     Condition        Report By
 AC9094  HISTORY     - 1995     MONUMENTED       WI-095
 AC9094  HISTORY     - 20051118 GOOD             WIDT
 AC9094
 AC9094                          STATION DESCRIPTION
 AC9094
 AC9094'DESCRIBED BY POLK COUNTY WISCONSIN 1995 (TEC)
 AC9094'THE STATION IS LOCATED 3.5 SOUTH AND 2 MI (3.2 KM) WEST OF TOWN OF
 AC9094'OSCEOLA, WISCONSIN IN THE NORTHEAST QUARTER OF SOUTHEAST QUARTER OF
 AC9094'SECTION 8, T.32N., R.19W., 4TH P.M TOWN OF FARMINGTON, POLK COUNTY. TO
 AC9094'REACH THE STATION FROM THE TOWN OF OSCEOLA BEGIN AT INTERSECTION OF
 AC9094'STATE HIGHWAY 35 AND COUNTY TRUNK HIGHWAY M, GO SOUTH 3.5 MI (5.6 KM)
 AC9094'TO THE INTERSECTION OF STATE HIGHWAY 35 AND 40TH AVENUE, GO WEST 1.75
 AC9094'MI (2.82 KM) TO THE INTERSECTION OF 280TH STREET AND 40TH AVENUE, GO
 AC9094'NORTH .4 MI (0.6 KM) TO THE STATION.  THE STATION IS LOCATED 31 FEET
 AC9094'(9.4 M) WEST OF CENTERLINE OF 280TH STREET, 36 FEET (11.0 M) SOUTH OF
 AC9094'CENTERLINE OF DRIVE TO EAST, FIRE 38, .1 MI (0.2 KM) SOUTH OF 45TH
 AC9094'AVENUE.  THE STATION IS A BRASS CAP, SET IN A 1.3 FOOT (0.4 M)
 AC9094'DIAMETER BY 6 FOOT (1.8 M) DEEP CONCRETE MONUMENT FLUSH WITH GROUND
 AC9094'SURFACE.  A PLASTIC WITNESS POST IS SET 2 FEET (0.6 M) FROM THE
 AC9094'STATION.
 AC9094
 AC9094                          STATION RECOVERY (2005)
 AC9094
 AC9094'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AC9094'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 11.0 M SOUTH OF THE
 AC9094'EXTENDED CENTERLINE OF PRIVATE ENTRANCE --438--, 7.2 M SOUTH OF
 AC9094'TELEPHONE PEDESTAL --RVRD 5000 9--, AND 1.0 M NORTH AND 1.0 M SOUTH OF
 AC9094'TWO ORANGE 4X4 PLASTIC GUARD POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6212 ***********************************************************************
 AI6212  HT_MOD      -  This is a Height Modernization Survey Station.
 AI6212  DESIGNATION -  FARMINGTON W GPS
 AI6212  PID         -  AI6212
 AI6212  STATE/COUNTY-  WI/WASHINGTON
 AI6212  USGS QUAD   -  WEST BEND (1994)
 AI6212
 AI6212                         *CURRENT SURVEY CONTROL
 AI6212  ___________________________________________________________________
 AI6212* NAD 83(1997)-  43 29 07.31106(N)    088 08 27.53109(W)     ADJUSTED  
 AI6212* NAVD 88     -       284.61   (meters)     933.8    (feet)  GPS OBS   
 AI6212  ___________________________________________________________________
 AI6212  X           -     150,367.096 (meters)                     COMP
 AI6212  Y           -  -4,632,752.996 (meters)                     COMP
 AI6212  Z           -   4,366,953.898 (meters)                     COMP
 AI6212  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 AI6212  ELLIP HEIGHT-         249.63  (meters)          (11/17/00) GPS OBS
 AI6212  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 AI6212
 AI6212  HORZ ORDER  -  FIRST
 AI6212  ELLP ORDER  -  THIRD     CLASS II
 AI6212
 AI6212.The horizontal coordinates were established by GPS observations
 AI6212.and adjusted by the National Geodetic Survey in July 2000..
 AI6212
 AI6212.The orthometric height was determined by GPS observations and a
 AI6212.high-resolution geoid model using precise GPS observation and
 AI6212.processing techniques.
 AI6212
 AI6212.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6212
 AI6212.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6212
 AI6212.The ellipsoidal height was determined by GPS observations
 AI6212.and is referenced to NAD 83.
 AI6212
 AI6212.The geoid height was determined by GEOID03.
 AI6212
 AI6212;                    North         East     Units Scale Factor Converg.
 AI6212;SPC WI S     -   166,686.153   750,365.167   MT  0.99993362   +1 16 38.4
 AI6212;SPC WI S     -   546,869.49  2,461,823.05   sFT  0.99993362   +1 16 38.4
 AI6212;UTM  16      - 4,815,348.202   407,735.558   MT  0.99970471   -0 47 06.9
 AI6212
 AI6212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6212!SPC WI S     -   0.99996086  x   0.99993362  =   0.99989448
 AI6212!UTM  16      -   0.99996086  x   0.99970471  =   0.99966558
 AI6212
 AI6212                          SUPERSEDED SURVEY CONTROL
 AI6212
 AI6212  ELLIP H (07/06/00)  249.63   (m)                       GP(       ) 2 1
 AI6212
 AI6212.Superseded values are not recommended for survey control.
 AI6212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6212.See file dsdata.txt to determine how the superseded data were derived.
 AI6212
 AI6212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0773615348(NAD 83)
 AI6212_MARKER: DD = SURVEY DISK
 AI6212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6212_STAMPING: FARMINGTON W GPS 1999
 AI6212_MARK LOGO: WIDT  
 AI6212_PROJECTION: FLUSH
 AI6212_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6212+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2003
 AI6212
 AI6212  HISTORY     - Date     Condition        Report By
 AI6212  HISTORY     - 1999     MONUMENTED       WIDT
 AI6212  HISTORY     - 2002     GOOD             WIDT
 AI6212  HISTORY     - 20031108 GOOD             USPSQD
 AI6212
 AI6212                          STATION DESCRIPTION
 AI6212
 AI6212'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6212'THE STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) NORTHEAST OF WEST BEND,
 AI6212'AND 8.0 KM (4.95 MI) SOUTHEAST OF KEWASKUM.  OWNERSHIP-WISCONSIN
 AI6212'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI6212'OF US HIGHWAY 45 (FOND DU LAC AVENUE) WITH STATE HIGHWAY 28 (MAIN
 AI6212'STREET) IN THE VILLAGE OF KEWASKUM, GO EAST ON STATE HIGHWAY 28 (MAIN
 AI6212'STREET) FOR 7.2 KM (4.45 MI) TO COUNTY HIGHWAY HH, TURN RIGHT AND GO
 AI6212'SOUTH ON COUNTY HIGHWAY HH FOR 1.6 KM (1.00 MI) TO COUNTY HIGHWAY H,
 AI6212'CONTINUE SOUTH ON COUNTY HIGHWAY HH FOR 0.8 KM (0.50 MI) TO STATE
 AI6212'HIGHWAY 144, CONTINUE SOUTH ON STATE HIGHWAY 144 FOR 0.6 KM (0.35 MI)
 AI6212'TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 AI6212'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK
 AI6212'STAMPED --FARMINGTON W GPS ----- AND SET IN THE TOP A 41 CM (16-INCH)
 AI6212'DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 1.5 M (4.9 FT)
 AI6212'ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 15.2 M (49.9 FT) WEST OF
 AI6212'THE CENTERLINE OF STATE HIGHWAY 144, 55.4 M (181.8 FT) NORTHWEST OF
 AI6212'THE POWER POLE --98-074-06 45-4--, 31.2 M (102.4 FT) SOUTH OF THE
 AI6212'CENTERLINE OF PRIVATE ENTRANCE --8181--, 8.8 M (28.9 FT) NORTHWEST OF
 AI6212'THE WEST WOOD POST FOR A --WILDLIFE SAFARI-- SIGN, 6.4 M (21.0 FT)
 AI6212'NORTH OF A WOOD RIGHT-OF-WAY POST, AND 1.0 M (3.3 FT) EAST OF A WHITE
 AI6212'PLASTIC WITNESS POST.
 AI6212
 AI6212                          STATION RECOVERY (2002)
 AI6212
 AI6212'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (DJH)
 AI6212'RECOVERED AS DESCRIBED.  ---NOTE---THE STATION IS NOW 1.0 M NORTH, 1.0
 AI6212'M SOUTH, AND 1.0 M WEST OF THREE 4X4 ORANGE PLASTIC WITNESS POSTS.
 AI6212
 AI6212                          STATION RECOVERY (2003)
 AI6212
 AI6212'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6212'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 27 FEET SOUTH
 AI6212'OF THE CENTERLINE OF A FIELD ENTRANCE.  NOTE-- THE SIGN IN THE 1999
 AI6212'DESCRIPTION IS NOW --SHALOM WILDLIFE SANCTUARY--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9979 ***********************************************************************
 DF9979  DESIGNATION -  FARMINGTON W GPS
 DF9979  PID         -  DF9979
 DF9979  STATE/COUNTY-  WI/JEFFERSON
 DF9979  USGS QUAD   -  JEFFERSON (1971)
 DF9979
 DF9979                         *CURRENT SURVEY CONTROL
 DF9979  ___________________________________________________________________
 DF9979* NAD 83(1997)-  43 05 37.01694(N)    088 46 52.84050(W)     ADJUSTED  
 DF9979* NAVD 88     -       251.311  (meters)     824.51   (feet)  ADJUSTED  
 DF9979  ___________________________________________________________________
 DF9979  X           -      99,215.235 (meters)                     COMP
 DF9979  Y           -  -4,663,957.421 (meters)                     COMP
 DF9979  Z           -   4,335,250.286 (meters)                     COMP
 DF9979  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 DF9979  ELLIP HEIGHT-         216.86  (meters)          (04/02/04) GPS OBS
 DF9979  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 DF9979  DYNAMIC HT  -         251.246 (meters)     824.30  (feet)  COMP
 DF9979  MODELED GRAV-     980,357.0   (mgal)                       NAVD 88
 DF9979
 DF9979  HORZ ORDER  -  FIRST
 DF9979  VERT ORDER  -  SECOND    CLASS I
 DF9979  ELLP ORDER  -  FOURTH    CLASS I
 DF9979
 DF9979.The horizontal coordinates were established by GPS observations
 DF9979.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DF9979
 DF9979.The orthometric height was determined by differential leveling
 DF9979.and adjusted by the National Geodetic Survey in February 2004..
 DF9979
 DF9979.Photographs are available for this station.
 DF9979
 DF9979.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9979
 DF9979.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9979
 DF9979.The ellipsoidal height was determined by GPS observations
 DF9979.and is referenced to NAD 83.
 DF9979
 DF9979.The geoid height was determined by GEOID03.
 DF9979
 DF9979.The dynamic height is computed by dividing the NAVD 88
 DF9979.geopotential number by the normal gravity value computed on the
 DF9979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9979.degrees latitude (g = 980.6199 gals.).
 DF9979
 DF9979.The modeled gravity was interpolated from observed gravity values.
 DF9979
 DF9979;                    North         East     Units Scale Factor Converg.
 DF9979;SPC WI S     -   122,215.105   699,210.546   MT  0.99994688   +0 50 14.4
 DF9979;SPC WI S     -   400,967.39  2,293,993.27   sFT  0.99994688   +0 50 14.4
 DF9979;UTM  16      - 4,772,750.705   355,024.570   MT  0.99985856   -1 13 02.0
 DF9979
 DF9979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9979!SPC WI S     -   0.99996599  x   0.99994688  =   0.99991287
 DF9979!UTM  16      -   0.99996599  x   0.99985856  =   0.99982456
 DF9979
 DF9979                          SUPERSEDED SURVEY CONTROL
 DF9979
 DF9979  NAVD 88 (04/02/04)  251.31   (m)          824.5    (f) LEVELING    3  
 DF9979
 DF9979.Superseded values are not recommended for survey control.
 DF9979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9979.See file dsdata.txt to determine how the superseded data were derived.
 DF9979
 DF9979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5502572751(NAD 83)
 DF9979_MARKER: DD = SURVEY DISK
 DF9979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9979_STAMPING: FARMINGTON W GPS 1992
 DF9979_MARK LOGO: WI-055
 DF9979_PROJECTION: FLUSH
 DF9979_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9979_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9979+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9979
 DF9979  HISTORY     - Date     Condition        Report By
 DF9979  HISTORY     - 1992     MONUMENTED       WI-055
 DF9979  HISTORY     - 2001     GOOD             WIDT
 DF9979
 DF9979                          STATION DESCRIPTION
 DF9979
 DF9979'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9979'THE STATION IS LOCATED ABOUT 11 KM EAST-NORTHEAST OF LAKE MILLS, 10
 DF9979'KM NORTH-NORTHEAST OF JEFFERSON, AND 2 KM NORTH-NORTHWEST OF JOHNSON
 DF9979'CREEK. OWNERSHIP--TOWN OF MILFORD. TO REACH THE STATION FROM THE
 DF9979'JUNCTION OF INTERSTATE HIGHWAY 94 WITH STATE HIGHWAY 26 (EXIT 267) IN
 DF9979'THE VILLAGE OF JOHNSON CREEK, GO NORTH ON STATE HIGHWAY 26 FOR 1.4 KM
 DF9979'TO OLD 26 ROAD ON THE LEFT, TURN LEFT AND GO SOUTHWEST ON OLD 26 ROAD
 DF9979'FOR 0.8 KM TO RIVER DRIVE ON THE RIGHT, TURN RIGHT AND GO WEST ON
 DF9979'RIVER DRIVE FOR 1.0 KM TO COUNTY HIGHWAY Y, CONTINUE WEST ON RIVER
 DF9979'DRIVE FOR 0.5 KM TO THE STATION ON THE LEFT. THE STATION IS A BRONZE
 DF9979'JEFFERSON COUNTY GEODETIC CONTROL MARKER DISK SET IN THE TOP OF A
 DF9979'30-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8 M AND ABOUT 0.5 M
 DF9979'ABOVE THE ROAD PAVEMENT. THE STATION IS 8.2 M SOUTH OF THE CENTERLINE
 DF9979'OF RIVER DRIVE, 92 M EAST OF THE CENTER OF A FIELD ENTRANCE, 17.2 M
 DF9979'SOUTH-SOUTHWEST OF POWER POLE--99-14884 40-5--, AND 2 M NORTH OF A
 DF9979'CULTIVATED FIELD. ---NOTE---THE STATION IS EAST AND SOUTH OF TWO
 DF9979'ORANGE 4X4 PLASTIC WITNESS POSTS, AND NORTHEAST OF A WHITE PLASTIC
 DF9979'WITNESS POST.  ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9979'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0130 ***********************************************************************
 QM0130  DESIGNATION -  FARR
 QM0130  PID         -  QM0130
 QM0130  STATE/COUNTY-  WI/FOREST
 QM0130  USGS QUAD   -  ARGONNE (1965)
 QM0130
 QM0130                         *CURRENT SURVEY CONTROL
 QM0130  ___________________________________________________________________
 QM0130* NAD 83(1991)-  45 39 19.61926(N)    088 53 58.58546(W)     ADJUSTED  
 QM0130* NAVD 88     -       494.485  (meters)    1622.32   (feet)  ADJUSTED  
 QM0130  ___________________________________________________________________
 QM0130  LAPLACE CORR-          -5.11  (seconds)                    DEFLEC99
 QM0130  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 QM0130  DYNAMIC HT  -         494.455 (meters)    1622.22  (feet)  COMP
 QM0130  MODELED GRAV-     980,539.7   (mgal)                       NAVD 88
 QM0130
 QM0130  HORZ ORDER  -  FIRST
 QM0130  VERT ORDER  -  FIRST     CLASS II
 QM0130
 QM0130.The horizontal coordinates were established by classical geodetic methods
 QM0130.and adjusted by the National Geodetic Survey in November 1991..
 QM0130
 QM0130.The orthometric height was determined by differential leveling
 QM0130.and adjusted by the National Geodetic Survey in June 1991..
 QM0130
 QM0130.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0130
 QM0130.The geoid height was determined by GEOID03.
 QM0130
 QM0130.The dynamic height is computed by dividing the NAVD 88
 QM0130.geopotential number by the normal gravity value computed on the
 QM0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0130.degrees latitude (g = 980.6199 gals.).
 QM0130
 QM0130.The modeled gravity was interpolated from observed gravity values.
 QM0130
 QM0130;                    North         East     Units Scale Factor Converg.
 QM0130;SPC WI N     -    54,919.263   685,763.573   MT  0.99998507   +0 47 37.6
 QM0130;SPC WI N     -   180,180.95  2,249,875.99   sFT  0.99998507   +0 47 37.6
 QM0130;UTM  16      - 5,057,521.654   351,999.299   MT  0.99986930   -1 21 31.5
 QM0130
 QM0130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0130!SPC WI N     -   0.99992766  x   0.99998507  =   0.99991273
 QM0130!UTM  16      -   0.99992766  x   0.99986930  =   0.99979697
 QM0130
 QM0130:                Primary Azimuth Mark                     Grid Az
 QM0130:SPC WI N     -  CRANDEN                                  079 32 57.1
 QM0130:UTM  16      -  CRANDEN                                  081 42 06.2
 QM0130
 QM0130|---------------------------------------------------------------------|
 QM0130| PID    Reference Object                     Distance      Geod. Az  |
 QM0130|                                                           dddmmss.s |
 QM0130| QM0453 CRANDEN                             APPROX. 1.6 KM 0802034.7 |
 QM0130|---------------------------------------------------------------------|
 QM0130
 QM0130                          SUPERSEDED SURVEY CONTROL
 QM0130
 QM0130  NAD 83(1986)-  45 39 19.62672(N)    088 53 58.58372(W) AD(       ) 1
 QM0130  NAD 27      -  45 39 19.76100(N)    088 53 58.17600(W) AD(       ) 1
 QM0130  NGVD 29 (??/??/92)  494.468  (m)         1622.27   (f) ADJ UNCH    1 2
 QM0130
 QM0130.Superseded values are not recommended for survey control.
 QM0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0130.See file dsdata.txt to determine how the superseded data were derived.
 QM0130
 QM0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR5199957522(NAD 83)
 QM0130_MARKER: DS = TRIANGULATION STATION DISK
 QM0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0130_STAMPING: ELEV 1622.267 FT FARR 1921
 QM0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0130+STABILITY: SURFACE MOTION
 QM0130_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0130+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 QM0130
 QM0130  HISTORY     - Date     Condition        Report By
 QM0130  HISTORY     - 1921     MONUMENTED       CGS
 QM0130  HISTORY     - 1934     GOOD             NGS
 QM0130  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0130  HISTORY     - 20051115 GOOD             WIDT
 QM0130
 QM0130                          STATION DESCRIPTION
 QM0130
 QM0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0130'STATION IS ABOUT 1 MILE W OF ARGONNE, ON THE EXTENSION OF THE
 QM0130'S RAIL OF THE TANGENT FROM THE W AT THE FIRST CURVE W OF ARGONNE
 QM0130'AND 8.78 METERS (28.80 FEET) S OF THE S RAIL OF THE MINNEAPOLIS,
 QM0130'ST. PAUL AND SAULT STE. MARIE RAILWAY.
 QM0130'
 QM0130'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 QM0130'DISKS SET IN CONCRETE.
 QM0130'
 QM0130'THE REFERENCE MARK IS ON THE N SIDE OF THE TRACK.
 QM0130
 QM0130                          STATION RECOVERY (1934)
 QM0130
 QM0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QM0130'1 MI W FROM ARGONNE.
 QM0130'1 MILE WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QM0130'MARIE RAILROAD FROM ARGONNE, FOREST COUNTY, AT THE FIRST CURVE
 QM0130'WEST OF ARGONNE, IN LINE WITH THE SOUTH RAIL OF THE WEST TANGNET,
 QM0130'AND 28.8 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD
 QM0130'TRIANGULATION-STATION DISK, STAMPED ELEV. 1622.267 FT FARR 1921
 QM0130'AND SET IN THE TOP OF A CONCRETE POST.
 QM0130
 QM0130                          STATION RECOVERY (1985)
 QM0130
 QM0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0130'MARK NOT FOUND.
 QM0130
 QM0130                          STATION RECOVERY (2005)
 QM0130
 QM0130'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0130'RECOVERED IN GOOD CONDITION.   ADD FROM THE JUNCTION OF THE CANADIAN
 QM0130'NATIONAL RAILWAY WITH COUNTY HIGHWAY N, PACK BY FOOT EAST ALONG THE
 QM0130'TRACK 0.25 MILES TO THE STATION ON THE RIGHT. THE STATION IS 9.0 M
 QM0130'SOUTH OF THE SOUTH RAIL OF THE TRACK DIRECTLY ACROSS THE TRACK FROM A
 QM0130'CUT BANK AND IS 1.0 M NORTH OF AN ORANGE FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0550 ***********************************************************************
 QN0550  DESIGNATION -  FAY
 QN0550  PID         -  QN0550
 QN0550  STATE/COUNTY-  WI/RUSK
 QN0550  USGS QUAD   -  LADYSMITH (1971)
 QN0550
 QN0550                         *CURRENT SURVEY CONTROL
 QN0550  ___________________________________________________________________
 QN0550* NAD 83(1991)-  45 26 08.58213(N)    091 05 40.19861(W)     ADJUSTED  
 QN0550* NAVD 88     -       347.     (meters)    1138.     (feet)  SCALED    
 QN0550  ___________________________________________________________________
 QN0550  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 QN0550  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 QN0550
 QN0550  HORZ ORDER  -  FIRST
 QN0550
 QN0550.The horizontal coordinates were established by classical geodetic methods
 QN0550.and adjusted by the National Geodetic Survey in November 1991..
 QN0550
 QN0550.The orthometric height was scaled from a topographic map.
 QN0550
 QN0550.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0550
 QN0550.The geoid height was determined by GEOID03.
 QN0550
 QN0550;                    North         East     Units Scale Factor Converg.
 QN0550;SPC WI C     -   178,638.245   514,362.328   MT  0.99998839   -0 46 20.1
 QN0550;SPC WI C     -   586,082.31  1,687,537.07   sFT  0.99998839   -0 46 20.1
 QN0550;UTM  15      - 5,033,120.959   649,039.581   MT  0.99987311   +1 21 28.3
 QN0550
 QN0550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0550!SPC WI C     -   0.99995036  x   0.99998839  =   0.99993875
 QN0550!UTM  15      -   0.99995036  x   0.99987311  =   0.99982348
 QN0550
 QN0550|---------------------------------------------------------------------|
 QN0550| PID    Reference Object                     Distance      Geod. Az  |
 QN0550|                                                           dddmmss.s |
 QN0550| CJ4935 FAY RM                               19.721 METERS 10519     |
 QN0550|---------------------------------------------------------------------|
 QN0550
 QN0550                          SUPERSEDED SURVEY CONTROL
 QN0550
 QN0550  NAD 83(1986)-  45 26 08.57695(N)    091 05 40.19668(W) AD(       ) 1
 QN0550  NAD 27      -  45 26 08.68600(N)    091 05 39.68700(W) AD(       ) 1
 QN0550
 QN0550.Superseded values are not recommended for survey control.
 QN0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0550.See file dsdata.txt to determine how the superseded data were derived.
 QN0550
 QN0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL4904033121(NAD 83)
 QN0550_MARKER: DS = TRIANGULATION STATION DISK
 QN0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0550
 QN0550  HISTORY     - Date     Condition        Report By
 QN0550  HISTORY     - 1921     MONUMENTED       CGS
 QN0550  HISTORY     - 1930     MARK NOT FOUND   CGS
 QN0550  HISTORY     - 1935     POOR             WIGS
 QN0550  HISTORY     - 1952     SEE DESCRIPTION  CGS
 QN0550  HISTORY     - 20041005 MARK NOT FOUND   WIDT
 QN0550
 QN0550                          STATION DESCRIPTION
 QN0550
 QN0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0550'STATION IS ABOUT 2.0 MILES S OF LADYSMITH AT THE INTERSECTION OF
 QN0550'THE E RAIL FROM THE N AND THE E RAIL FROM THE S AT THE FIRST
 QN0550'CURVE S OF LADYSMITH OUTSIDE OF THE CITY LIMITS, AND 27.37
 QN0550'METERS (89.80 FEET) W OF THE W RAIL OF THE MINNEAPOLIS, ST. PAUL
 QN0550'AND SAULT STE. MARIE RAILWAY (SUPERIOR DIVISION).  REFERENCE
 QN0550'MARK ON W SIDE OF TRACK.
 QN0550'
 QN0550'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 QN0550'DISKS SET IN CONCRETE.
 QN0550
 QN0550                          STATION RECOVERY (1930)
 QN0550
 QN0550'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 QN0550'THIS MARK COULD NOT BE FOUND.  IT WAS EVIDENTLY DESTROYED WHEN
 QN0550'FIELD WAS PLOWED.
 QN0550'
 QN0550'SUBSURFACE MARK SHOULD STILL BE IN GOOD CONDITION.
 QN0550
 QN0550                          STATION RECOVERY (1935)
 QN0550
 QN0550'RECOVERY NOTE BY WISCONSIN GEODETIC SURVEY 1935
 QN0550'LOCATED BOTH MONUMENT AND REFERENCE MARK.  BOTH OUT OF THE
 QN0550'GROUND ABOUT 14 INCHES.  MONUMENT TILTED BUT SUBSURFACE MARK
 QN0550'SHOULD BE IN GOOD CONDITION.  REFERENCE MARK IS ON THE RIGHT-OF-WAY
 QN0550'FENCE LINE ABOUT 30 FEET W OF THE CENTER OF THE CURVE.
 QN0550
 QN0550                          STATION RECOVERY (1952)
 QN0550
 QN0550'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QN0550'STATION MARK RECOVERED AND FOUND LYING ON TOP OF THE GROUND IN
 QN0550'PASTURE AREA, THIS MARK APPEARS TO HAVE BEEN LIFTED OUT BY FROST
 QN0550'FROM BEING LOCATED IN LOW WET AREA.  NO ATTEMPT MADE TO RECOVER
 QN0550'SUB-SURFACE MARK, IT PROBABLY CAN BE LOCATED STAKING THE POINT
 QN0550'OF TANGENCY OF RAIL GIVEN IN ORIGINAL DESCRIPTION.
 QN0550'
 QN0550'REFERENCE MARK FOUND LYING ON SURFACE OF GROUND, ALONG THE
 QN0550'RAILROAD RIGHT-OF-WAY FENCE LINE.
 QN0550
 QN0550                          STATION RECOVERY (2004)
 QN0550
 QN0550'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0550'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1010 ***********************************************************************
 NH1010  DESIGNATION -  FAYE
 NH1010  PID         -  NH1010
 NH1010  STATE/COUNTY-  WI/WALWORTH
 NH1010  USGS QUAD   -  SPRINGFIELD (1976)
 NH1010
 NH1010                         *CURRENT SURVEY CONTROL
 NH1010  ___________________________________________________________________
 NH1010* NAD 83(1991)-  42 44 03.48265(N)    088 29 03.40137(W)     ADJUSTED  
 NH1010* NAVD 88     -       311.95   (+/-2cm)    1023.5    (feet)  VERTCON   
 NH1010  ___________________________________________________________________
 NH1010  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 NH1010  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 NH1010
 NH1010  HORZ ORDER  -  THIRD
 NH1010  VERT ORDER  -  THIRD ? (See Below)
 NH1010
 NH1010.The horizontal coordinates were established by classical geodetic methods
 NH1010.and adjusted by the National Geodetic Survey in November 1991..
 NH1010
 NH1010.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1010.The vertical order pertains to the NGVD 29 superseded value.
 NH1010
 NH1010.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1010
 NH1010.The geoid height was determined by GEOID03.
 NH1010
 NH1010;                    North         East     Units Scale Factor Converg.
 NH1010;SPC WI S     -    82,702.709   724,117.773   MT  0.99999981   +1 02 29.2
 NH1010;SPC WI S     -   271,333.80  2,375,709.73   sFT  0.99999981   +1 02 29.2
 NH1010;UTM  16      - 4,732,378.130   378,497.857   MT  0.99978162   -1 00 26.5
 NH1010
 NH1010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1010!SPC WI S     -   0.99995642  x   0.99999981  =   0.99995623
 NH1010!UTM  16      -   0.99995642  x   0.99978162  =   0.99973805
 NH1010
 NH1010|---------------------------------------------------------------------|
 NH1010| PID    Reference Object                     Distance      Geod. Az  |
 NH1010|                                                           dddmmss.s |
 NH1010| CJ7904 CALEDONIA PP 1                       13.411 METERS 00125     |
 NH1010| CI8663 FAYE RM 1                             9.996 METERS 06244     |
 NH1010| CJ7905 CALEDONIA PP 2                      110.947 METERS 09923     |
 NH1010| NH1230 ELKHORN ELEMENTARY SCH SPIRE        APPROX. 8.3 KM 2125351.4 |
 NH1010| NH1234 ELKHORN UNITED MILK CO STACK        APPROX. 8.9 KM 2135935.9 |
 NH1010| NH1236 ELKHORN MUNICIPAL TANK              APPROX. 8.6 KM 2152828.0 |
 NH1010| NH1232 ELKHORN ST PATRICKS CH SPIRE        APPROX. 8.6 KM 2155857.2 |
 NH1010| NH1239 ELKHORN RADIO STA KSC 529 MAST      APPROX. 8.6 KM 2163825.6 |
 NH1010| CI8662 FAYE AZ MK                                         2440013.8 |
 NH1010| CI8664 FAYE RM 2                            20.682 METERS 32905     |
 NH1010|---------------------------------------------------------------------|
 NH1010
 NH1010                          SUPERSEDED SURVEY CONTROL
 NH1010
 NH1010  NAD 83(1986)-  42 44 03.47746(N)    088 29 03.40840(W) AD(       ) 3
 NH1010  NAD 27      -  42 44 03.42280(N)    088 29 03.05260(W) AD(       ) 3
 NH1010  NGVD 29 (07/19/86)  312.01   (m)         1023.7    (f) LEVELING    3  
 NH1010
 NH1010.Superseded values are not recommended for survey control.
 NH1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1010.See file dsdata.txt to determine how the superseded data were derived.
 NH1010
 NH1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7849832378(NAD 83)
 NH1010_MARKER: DS = TRIANGULATION STATION DISK
 NH1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1010
 NH1010  HISTORY     - Date     Condition        Report By
 NH1010  HISTORY     - 1957     MONUMENTED       CGS
 NH1010  HISTORY     - 20060806 MARK NOT FOUND   USPSQD
 NH1010
 NH1010                          STATION DESCRIPTION
 NH1010
 NH1010'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1010'THE STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF SPRING PRAIRIE,
 NH1010'ABOUT 5-1/2 MILES NORTHEAST OF ELKHORN AND 5 MILES SOUTHWEST OF
 NH1010'EAST TROY.  IT IS ON THE SOUTH SIDE OF STATE HIGHWAY 15 AND IS
 NH1010'ON ROAD RIGHT-OF-WAY.  IT IS 41 FEET SOUTHWEST OF A 20 INCH
 NH1010'MAPLE TREE, 36 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 NH1010'7 FEET SOUTHEAST OF A FENCE CORNER AND A WHITE WITNESS POST
 NH1010'AND 2 FEET NORTH OF A TELEPHONE POLE.  THE MARK IS FLUSH
 NH1010'AND THE DISK IS STAMPED FAYE 1957.
 NH1010'
 NH1010'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE
 NH1010'SQUARE IN EAST TROY, GO WEST AND SOUTHWEST ON STATE HIGHWAY
 NH1010'15 FOR 5.1 MILES TO THE JUNCTION OF COUNTY HIGHWAY D.  CONTINUE
 NH1010'SOUTHWEST ON HIGHWAY 15 FOR 0.65 MILE TO A LARGE, TWO STORY
 NH1010'WHITE HOUSE ON THE LEFT.  CONTINUE SOUTHWEST ON HIGHWAY 15
 NH1010'FOR 0.05 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 NH1010'
 NH1010'TO REACH THE AZIMUTH FROM THE STATION, GO SOUTHWEST ON HIGHWAY
 NH1010'15 FOR 0.35 MILE TO THE AZIMUTH ON THE RIGHT.
 NH1010'
 NH1010'REFERENCE MARK 1 IS 40 FEET EAST OF THE FENCE CORNER AND
 NH1010'WHITE WITNESS POST, 35 FEET SOUTH OF THE CENTER OF THE
 NH1010'HIGHWAY AND 10 FEET SOUTHWEST OF THE MAPLE TREE.  THE MARK
 NH1010'PROJECTS 2 INCHES AND THE DISK IS STAMPED FAYE NO 1 1957.
 NH1010'
 NH1010'REFERENCE MARK 2 IS 42 FEET WEST OF A 40 INCH MAPLE TREE,
 NH1010'29 FEET NORTH OF THE CENTER OF THE HIGHWAY AND 2 FEET SOUTH
 NH1010'OF THE SOUTHEAST EDGE OF A CULTIVATED FIELD.  THE MARK IS
 NH1010'FLUSH AND THE DISK IS STAMPED FAYE NO 2 1957.
 NH1010'
 NH1010'AZIMUTH MARK IS 31 FEET EAST OF A POWER LINE POLE AND A
 NH1010'WHITE WITNESS POST, 29 FEET NORTH OF THE CENTER OF STATE
 NH1010'HIGHWAY 15 AND 2 FEET SOUTH OF THE SOUTHWEST EDGE OF A CULTIVATED
 NH1010'FIELD.  THE MARK IS FLUSH AND THE DISK IS STAMPED FAYE 1957.
 NH1010'
 NH1010'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NH1010
 NH1010                          STATION RECOVERY (2006)
 NH1010
 NH1010'RECOVERY NOTE BY US POWER SQUADRON 2006
 NH1010'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE NOT RECOVERED.
 NH1010'BECAUSE OF A NEW FENCE AND NEW POWER POLE, THE DESCRIPTION IS NO
 NH1010'LONGER ADEQUATE.  A WHITE SURVEY MARKER SIGN IS ATTACHED TO THE NEW
 NH1010'POWER POLE.  IF PRESENT, THE STATION IS UNDER TREE AND BUSH COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5231 ***********************************************************************
 DH5231  DESIGNATION -  FAYETTE N GPS
 DH5231  PID         -  DH5231
 DH5231  STATE/COUNTY-  WI/LAFAYETTE
 DH5231  USGS QUAD   -  YELLOWSTONE LAKE (1981)
 DH5231
 DH5231                         *CURRENT SURVEY CONTROL
 DH5231  ___________________________________________________________________
 DH5231* NAD 83(1997)-  42 48 48.97494(N)    089 58 32.04742(W)     ADJUSTED  
 DH5231* NAVD 88     -                                                        
 DH5231  ___________________________________________________________________
 DH5231  X           -       1,998.250 (meters)                     COMP
 DH5231  Y           -  -4,686,259.590 (meters)                     COMP
 DH5231  Z           -   4,312,528.665 (meters)                     COMP
 DH5231  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 DH5231  ELLIP HEIGHT-         285.32  (meters)          (08/01/05) GPS OBS
 DH5231  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 DH5231
 DH5231  HORZ ORDER  -  FIRST
 DH5231  ELLP ORDER  -  SECOND    CLASS I
 DH5231
 DH5231.The horizontal coordinates were established by GPS observations
 DH5231.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5231
 DH5231
 DH5231.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5231
 DH5231.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5231
 DH5231.The ellipsoidal height was determined by GPS observations
 DH5231.and is referenced to NAD 83.
 DH5231
 DH5231.The geoid height was determined by GEOID03.
 DH5231
 DH5231;                    North         East     Units Scale Factor Converg.
 DH5231;SPC WI S     -    90,384.550   601,998.130   MT  0.99998478   +0 01 00.4
 DH5231;SPC WI S     -   296,536.64  1,975,055.53   sFT  0.99998478   +0 01 00.4
 DH5231;UTM  16      - 4,744,411.363   256,725.955   MT  1.00032816   -2 01 23.6
 DH5231;UTM  15      - 4,744,553.660   747,269.192   MT  1.00035227   +2 03 23.4
 DH5231
 DH5231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5231!SPC WI S     -   0.99995526  x   0.99998478  =   0.99994004
 DH5231!UTM  16      -   0.99995526  x   1.00032816  =   1.00028340
 DH5231!UTM  15      -   0.99995526  x   1.00035227  =   1.00030751
 DH5231
 DH5231                          SUPERSEDED SURVEY CONTROL
 DH5231
 DH5231.No superseded survey control is available for this station.
 DH5231
 DH5231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN5672644411(NAD 83)
 DH5231_MARKER: DD = SURVEY DISK
 DH5231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5231_STAMPING: FAYETTE N GPS 2004
 DH5231_MARK LOGO: WIDT  
 DH5231_PROJECTION: FLUSH
 DH5231_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5231+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5231
 DH5231  HISTORY     - Date     Condition        Report By
 DH5231  HISTORY     - 2003     MONUMENTED       WIDT
 DH5231
 DH5231                          STATION DESCRIPTION
 DH5231
 DH5231'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5231'OWNERSHIP--TOWNSHIP OF FAYETTE.  TO REACH THE STATION FROM THE
 DH5231'JUNCTION OF STATE  HIGHWAY  39 WITH STATE HIGHWAY 191 AT THE
 DH5231'INTERSECTION OF WALDWICK STREET WITH MAIN STREET IN  THE  VILLAGE OF
 DH5231'HOLLANDALE, GO WEST ON STATE HIGHWAY 39 (WALDWICK STREET) FOR 2.6 MI
 DH5231'TO  COUNTY HIGHWAY U ON THE LEFT, TURN LEFT AND GO SOUTH ON COUNTY
 DH5231'HIGHWAY U FOR 2.5 MI TO  COUNTY HIGHWAY DD, CONTINUE SOUTH ON WALNUT
 DH5231'HILL ROAD FOR 1.3 MI TO COUNTY LINE ROAD  AND THE STATION ON THE LEFT.
 DH5231'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF  TRANSPORTATION
 DH5231'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DH5231'CONCRETE DIAMETER POST ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE
 DH5231'STATION IS 9.0 M SOUTH  OF THE CENTERLINE OF COUNTY LINE ROAD, 46.8 M
 DH5231'SOUTHWEST OF TELEPHONE POLE --4-4-13 2/0--,  36.9 M SOUTHEAST OF A
 DH5231'WOOD POST FOR A --STOP-- SIGN, 31.9 M EAST OF TELEPHONE PEDESTAL
 DH5231'--1057--, 1.1 M NORTH OF A FENCE, 1.0 M SOUTHEAST OF AN ORANGE PLASTIC
 DH5231'WITNESS POST, 0.9 M  SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST
 DH5231'AND 0.7 M NORTH OF AN ORANGE  4X4 PLASTIC  WITNESS POST.
 DH5231'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH5231'THAN  15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5217 ***********************************************************************
 DH5217  DESIGNATION -  FAYETTE S GPS
 DH5217  PID         -  DH5217
 DH5217  STATE/COUNTY-  WI/LAFAYETTE
 DH5217  USGS QUAD   -  WALDWICK (1978)
 DH5217
 DH5217                         *CURRENT SURVEY CONTROL
 DH5217  ___________________________________________________________________
 DH5217* NAD 83(1997)-  42 45 06.22437(N)    090 00 28.79567(W)     ADJUSTED  
 DH5217* NAVD 88     -                                                        
 DH5217  ___________________________________________________________________
 DH5217  X           -       -,654.880 (meters)                     COMP
 DH5217  Y           -  -4,690,939.389 (meters)                     COMP
 DH5217  Z           -   4,307,493.367 (meters)                     COMP
 DH5217  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 DH5217  ELLIP HEIGHT-         299.64  (meters)          (08/01/05) GPS OBS
 DH5217  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 DH5217
 DH5217  HORZ ORDER  -  FIRST
 DH5217  ELLP ORDER  -  SECOND    CLASS I
 DH5217
 DH5217.The horizontal coordinates were established by GPS observations
 DH5217.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5217
 DH5217
 DH5217.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5217
 DH5217.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5217
 DH5217.The ellipsoidal height was determined by GPS observations
 DH5217.and is referenced to NAD 83.
 DH5217
 DH5217.The geoid height was determined by GEOID03.
 DH5217
 DH5217;                    North         East     Units Scale Factor Converg.
 DH5217;SPC WI S     -    83,510.735   599,345.153   MT  0.99999634   -0 00 19.8
 DH5217;SPC WI S     -   273,984.80  1,966,351.56   sFT  0.99999634   -0 00 19.8
 DH5217;UTM  15      - 4,737,587.352   744,861.564   MT  1.00033770   +2 01 55.4
 DH5217;UTM  16      - 4,737,633.932   253,829.118   MT  1.00034561   -2 02 34.5
 DH5217
 DH5217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5217!SPC WI S     -   0.99995301  x   0.99999634  =   0.99994935
 DH5217!UTM  15      -   0.99995301  x   1.00033770  =   1.00029069
 DH5217!UTM  16      -   0.99995301  x   1.00034561  =   1.00029860
 DH5217
 DH5217                          SUPERSEDED SURVEY CONTROL
 DH5217
 DH5217.No superseded survey control is available for this station.
 DH5217
 DH5217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH4486237587(NAD 83)
 DH5217_MARKER: DD = SURVEY DISK
 DH5217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5217_STAMPING: FAYETTE S GPS 2004
 DH5217_MARK LOGO: WIDT  
 DH5217_PROJECTION: FLUSH
 DH5217_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5217+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5217
 DH5217  HISTORY     - Date     Condition        Report By
 DH5217  HISTORY     - 2003     MONUMENTED       WIDT
 DH5217
 DH5217                          STATION DESCRIPTION
 DH5217
 DH5217'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5217'OWNERSHIP--TOWN OF FAYETTE.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5217'COUNTY  HIGHWAY D NORTH AND FAYETTE CEMETERY LANE WITH COUNTY HIGHWAY
 DH5217'F, COUNTY HIGHWAY G  AND COUNTY HIGHWAY D SOUTH ABOUT 10 MI SOUTHWEST
 DH5217'OF THE CITY OF MINERAL POINT, GO EAST  ON COUNTY HIGHWAY F, COUNTY
 DH5217'HIGHWAY G AND COUNTY HIGHWAY D FOR 1.2 MI TO WHERE  COUNTY HIGHWAY F
 DH5217'GOES NORTH AND COUNTY HIGHWAY G GOES EAST, CONTINUE EAST ON COUNTY
 DH5217'HIGHWAY G AND COUNTY HIGHWAY D SOUTH FOR 0.2 MI TO THE STATION ON THE
 DH5217'RIGHT.  THE  STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH5217'TRANSPORTATION GEODETIC SURVEY CONTROL  STATION DISK SET IN THE TOP OF
 DH5217'A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE  HIGHWAY PAVEMENT.
 DH5217'THE STATION IS 9.2 M SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY G  AND
 DH5217'COUNTY HIGHWAY D, 65.5 M EAST-SOUTHEAST OF A WOOD POST FOR A --JCT CO
 DH5217'F-- SIGN, 26.5 M  WEST OF THE NORTHWEST CORNER OF A POWER UTILITY BOX,
 DH5217'3 M NORTH OF A CULTIVATED FIELD,  1.0 M NORTH OF AN ORANGE 4X4 PLASTIC
 DH5217'WITNESS POST, 1.0 M SOUTHEAST OF AN ORANGE 4X4  PLASTIC WITNESS POST,
 DH5217'AND 1.0 M SOUTHWEST OF AN 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS
 DH5217'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DH5217'ABOVE THE  HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1022 ***********************************************************************
 OM1022  DESIGNATION -  FEELYATER
 OM1022  PID         -  OM1022
 OM1022  STATE/COUNTY-  WI/COLUMBIA
 OM1022  USGS QUAD   -  COLUMBUS (1980)
 OM1022
 OM1022                         *CURRENT SURVEY CONTROL
 OM1022  ___________________________________________________________________
 OM1022* NAD 83(1991)-  43 19 02.52466(N)    089 06 31.90995(W)     ADJUSTED  
 OM1022* NAVD 88     -       264.     (meters)     866.     (feet)  SCALED    
 OM1022  ___________________________________________________________________
 OM1022  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 OM1022  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 OM1022
 OM1022  HORZ ORDER  -  SECOND
 OM1022
 OM1022.The horizontal coordinates were established by classical geodetic methods
 OM1022.and adjusted by the National Geodetic Survey in November 1991..
 OM1022
 OM1022.The orthometric height was scaled from a topographic map.
 OM1022
 OM1022.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1022
 OM1022.The geoid height was determined by GEOID03.
 OM1022
 OM1022;                    North         East     Units Scale Factor Converg.
 OM1022;SPC WI S     -   146,732.995   672,282.824   MT  0.99993361   +0 36 44.3
 OM1022;SPC WI S     -   481,406.50  2,205,647.90   sFT  0.99993361   +0 36 44.3
 OM1022;UTM  16      - 4,798,218.459   328,994.974   MT  0.99995973   -1 26 49.6
 OM1022
 OM1022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1022!SPC WI S     -   0.99996409  x   0.99993361  =   0.99989770
 OM1022!UTM  16      -   0.99996409  x   0.99995973  =   0.99992382
 OM1022
 OM1022:                Primary Azimuth Mark                     Grid Az
 OM1022:SPC WI S     -  LOST LAKE ST MARYS CH BELFRY             030 33 01.7
 OM1022:UTM  16      -  LOST LAKE ST MARYS CH BELFRY             032 36 35.6
 OM1022
 OM1022|---------------------------------------------------------------------|
 OM1022| PID    Reference Object                     Distance      Geod. Az  |
 OM1022|                                                           dddmmss.s |
 OM1022| OM0914 LOST LAKE ST MARYS CH BELFRY        APPROX.18.3 KM 0310946.0 |
 OM1022| OM1021 FALL RIVER MUNICIPAL TANK           APPROX. 9.2 KM 0315418.1 |
 OM1022| CI8666 FEELYATER AZ MK                                    0404636.0 |
 OM1022| OM1025 COLUMBUS THE BORDEN CO STACK        APPROX. 7.6 KM 0663615.9 |
 OM1022| CI8667 FEELYATER RM 1                       20.842 METERS 17212     |
 OM1022| OM1034 E BRISTOL ST JOSEPHS CATH CH        APPROX. 6.6 KM 2131757.5 |
 OM1022| CI8668 FEELYATER RM 2                       18.598 METERS 28115     |
 OM1022| OM1116 POYNETTE RAD STA WIBU MAST          APPROX.24.4 KM 2813408.2 |
 OM1022|---------------------------------------------------------------------|
 OM1022
 OM1022                          SUPERSEDED SURVEY CONTROL
 OM1022
 OM1022  NAD 83(1986)-  43 19 02.51655(N)    089 06 31.91600(W) AD(       ) 2
 OM1022  NAD 27      -  43 19 02.55190(N)    089 06 31.51650(W) AD(       ) 2
 OM1022
 OM1022.Superseded values are not recommended for survey control.
 OM1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1022.See file dsdata.txt to determine how the superseded data were derived.
 OM1022
 OM1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2899598218(NAD 83)
 OM1022_MARKER: DS = TRIANGULATION STATION DISK
 OM1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1022
 OM1022  HISTORY     - Date     Condition        Report By
 OM1022  HISTORY     - 1958     MONUMENTED       CGS
 OM1022
 OM1022                          STATION DESCRIPTION
 OM1022
 OM1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1022'THE STATION IS ABOUT 11 MILES SOUTHEAST OF RIO AND 5 MILES
 OM1022'SOUTHWEST OF COLUMBUS ON THE PROPERTY OF MR. ERNEST J. SCHMITT.
 OM1022'IT IS 57 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FARM
 OM1022'BUILDING, 45 FEET WEST OF THE CENTERLINE OF A PAVED ROAD,
 OM1022'50 FEET NORTHWEST OF THE INTERSECTION OF A PAVED ROAD AND A
 OM1022'GRAVELED DRIVEWAY, AND 11 FEET WEST OF A WHITE WITNESS POST.
 OM1022'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED FEELYATER 1958.
 OM1022'
 OM1022'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 16 AND
 OM1022'STATE HIGHWAY 60 IN THE WESTERN EDGE OF COLUMBUS, GO WEST ON
 OM1022'HIGHWAY 60 FOR 3.3 MILES TO A PAVED CROSSROAD.  CONTINUE
 OM1022'WEST ON HIGHWAY 60 FOR 1.0 MILE TO A PAVED CROSSROAD.  TURN LEFT
 OM1022'AND GO SOUTH ON A PAVED ROAD FOR 2.0 MILES TO A PAVED CROSSROAD
 OM1022'(COUNTY ROAD K)*.  CONTINUE SOUTH ON THE PAVED ROAD FOR 0.1
 OM1022'MILE TO THE STATION ON THE RIGHT, WEST SIDE OF THE ROAD.
 OM1022'
 OM1022'*TO REACH THE AZIMUTH FROM THE PAVED CROSSROAD, GO EAST ON
 OM1022'COUNTY ROAD K FOR 0.1 MILE TO THE MARK ON THE LEFT, NORTH
 OM1022'SIDE OF THE ROAD.
 OM1022'
 OM1022'REFERENCE MARK 1 IS 35 FEET WEST OF THE CENTERLINE OF THE
 OM1022'PAVED ROAD, 21 FEET EAST OF THE SOUTHEAST CORNER OF THE FARM
 OM1022'BUILDING, 18 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 OM1022'DRIVEWAY, AND 10 FEET SOUTHWEST OF A TELEPHONE POLE.  THE
 OM1022'MONUMENT IS FLUSH AND THE DISK IS STAMPED FEELYATER NO 1 1958.
 OM1022'
 OM1022'REFERENCE MARK 2 IS 107 FEET NORTHEAST OF A TRIPLE TRUNK
 OM1022'ELM TREE, 104 FEET WEST OF THE CENTERLINE OF THE PAVED ROAD,
 OM1022'44 FEET NORTH OF THE NORTH SIDE OF THE FARM BUILDING AND 71
 OM1022'FEET NORTHWEST OF A WHITE WITNESS POST.  THE MONUMENT IS
 OM1022'FLUSH AND THE DISK IS STAMPED FEELYATER NO 2 1958.
 OM1022'
 OM1022'THE AZIMUTH MARK IS 27 FEET EAST OF THE CENTERLINE OF A FIELD
 OM1022'DRIVEWAY, 24 FEET NORTH OF THE CENTERLINE OF COUNTY ROAD K,
 OM1022'1 FOOT SOUTH OF A WIRE FENCE, AND 2 FEET WEST OF A WHITE
 OM1022'WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK
 OM1022'IS STAMPED FEELYATER 1958.
 OM1022'
 OM1022'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5022 ***********************************************************************
 DH5022  DESIGNATION -  FENNIMORE E GPS
 DH5022  PID         -  DH5022
 DH5022  STATE/COUNTY-  WI/GRANT
 DH5022  USGS QUAD   -  STITZER (1962)
 DH5022
 DH5022                         *CURRENT SURVEY CONTROL
 DH5022  ___________________________________________________________________
 DH5022* NAD 83(1997)-  42 58 25.31800(N)    090 33 36.30144(W)     ADJUSTED  
 DH5022* NAVD 88     -                                                        
 DH5022  ___________________________________________________________________
 DH5022  X           -     -45,690.807 (meters)                     COMP
 DH5022  Y           -  -4,673,956.538 (meters)                     COMP
 DH5022  Z           -   4,325,582.801 (meters)                     COMP
 DH5022  LAPLACE CORR-          -5.45  (seconds)                    DEFLEC99
 DH5022  ELLIP HEIGHT-         320.34  (meters)          (08/01/05) GPS OBS
 DH5022  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 DH5022
 DH5022  HORZ ORDER  -  FIRST
 DH5022  ELLP ORDER  -  SECOND    CLASS I
 DH5022
 DH5022.The horizontal coordinates were established by GPS observations
 DH5022.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5022
 DH5022
 DH5022.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5022
 DH5022.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5022
 DH5022.The ellipsoidal height was determined by GPS observations
 DH5022.and is referenced to NAD 83.
 DH5022
 DH5022.The geoid height was determined by GEOID03.
 DH5022
 DH5022;                    North         East     Units Scale Factor Converg.
 DH5022;SPC WI S     -   108,322.282   554,312.917   MT  0.99996022   -0 23 05.4
 DH5022;SPC WI S     -   355,387.35  1,818,608.30   sFT  0.99996022   -0 23 05.4
 DH5022;UTM  15      - 4,760,782.856   698,962.704   MT  1.00008702   +1 39 49.5
 DH5022
 DH5022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5022!SPC WI S     -   0.99994977  x   0.99996022  =   0.99990999
 DH5022!UTM  15      -   0.99994977  x   1.00008702  =   1.00003678
 DH5022
 DH5022                          SUPERSEDED SURVEY CONTROL
 DH5022
 DH5022.No superseded survey control is available for this station.
 DH5022
 DH5022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9896360783(NAD 83)
 DH5022_MARKER: DD = SURVEY DISK
 DH5022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5022_STAMPING: FENNIMORE E GPS 2004
 DH5022_MARK LOGO: WIDT  
 DH5022_PROJECTION: FLUSH
 DH5022_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5022+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2005
 DH5022
 DH5022  HISTORY     - Date     Condition        Report By
 DH5022  HISTORY     - 2003     MONUMENTED       WIDT
 DH5022  HISTORY     - 20051227 GOOD             WIDT
 DH5022
 DH5022                          STATION DESCRIPTION
 DH5022
 DH5022'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5022'OWNERSHIP--TOWN OF FENNIMORE.  TO REACH THE STATION FROM THE JUNCTION
 DH5022'OF US HIGHWAY  18 WITH COUNTY HIGHWAY F AND STITZER ROAD ABOUT 1 MI
 DH5022'SOUTHEAST OF THE CITY OF  FENNIMORE, GO EAST THEN SOUTHEAST  ON US
 DH5022'HIGHWAY 18 FOR 2.8 MI TO MILITARY ROAD ON THE  LEFT, TURN LEFT AND GO
 DH5022'EAST ON MILITARY ROAD FOR 0.5 MI TO BLUE SCHOOL ROAD ON THE LEFT,
 DH5022'CONTINUE EAST ON MILITARY ROAD FOR 0.05 MI TO THE STATION ON THE LEFT.
 DH5022'THE STATION IS A  BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH5022'GEODETIC SURVEY CONTROL STATION DISK  SET IN THE TOP OF A 41-CM
 DH5022'DIAMETER CONCRETE POST ABOUT LEVEL WITH THEHIGHWAY  PAVEMENT.  THE
 DH5022'STATION IS 8.5 M NORTH OF THE CENTERLINE OF MILITARY ROAD, 102 M EAST
 DH5022'OF  THE CENTERLINE OF BLUE SCHOOL ROAD, 1.5 M SOUTH OF A BARBED WIRE
 DH5022'FENCE, 1.0 M SOUTH OF  AN ORANGE 4X4 PLASTIC WITNESS POST, 1.0 M
 DH5022'EAST-NORTHEAST OF AN ORANGE 4X4 PLASTIC  WITNESS POST AND 1.0 M
 DH5022'WEST-NORTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.   ---NOTE---THIS
 DH5022'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 10 DEGREES
 DH5022'ABOVE THE HORIZON.
 DH5022
 DH5022                          STATION RECOVERY (2005)
 DH5022
 DH5022'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5022'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5021 ***********************************************************************
 DH5021  DESIGNATION -  FENNIMORE GPS
 DH5021  PID         -  DH5021
 DH5021  STATE/COUNTY-  WI/GRANT
 DH5021  USGS QUAD   -  FENNIMORE (1962)
 DH5021
 DH5021                         *CURRENT SURVEY CONTROL
 DH5021  ___________________________________________________________________
 DH5021* NAD 83(1997)-  42 58 35.87505(N)    090 38 05.22373(W)     ADJUSTED  
 DH5021* NAVD 88     -                                                        
 DH5021  ___________________________________________________________________
 DH5021  X           -     -51,782.154 (meters)                     COMP
 DH5021  Y           -  -4,673,677.577 (meters)                     COMP
 DH5021  Z           -   4,325,827.373 (meters)                     COMP
 DH5021  LAPLACE CORR-          -5.60  (seconds)                    DEFLEC99
 DH5021  ELLIP HEIGHT-         329.44  (meters)          (08/01/05) GPS OBS
 DH5021  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 DH5021
 DH5021  HORZ ORDER  -  FIRST
 DH5021  ELLP ORDER  -  SECOND    CLASS I
 DH5021
 DH5021.The horizontal coordinates were established by GPS observations
 DH5021.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5021
 DH5021
 DH5021.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5021
 DH5021.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5021
 DH5021.The ellipsoidal height was determined by GPS observations
 DH5021.and is referenced to NAD 83.
 DH5021
 DH5021.The geoid height was determined by GEOID03.
 DH5021
 DH5021;                    North         East     Units Scale Factor Converg.
 DH5021;SPC WI S     -   108,691.696   548,222.037   MT  0.99995984   -0 26 10.2
 DH5021;SPC WI S     -   356,599.34  1,798,625.13   sFT  0.99995984   -0 26 10.2
 DH5021;UTM  15      - 4,760,934.298   692,861.826   MT  1.00005760   +1 36 46.3
 DH5021
 DH5021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5021!SPC WI S     -   0.99994834  x   0.99995984  =   0.99990818
 DH5021!UTM  15      -   0.99994834  x   1.00005760  =   1.00000594
 DH5021
 DH5021                          SUPERSEDED SURVEY CONTROL
 DH5021
 DH5021.No superseded survey control is available for this station.
 DH5021
 DH5021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9286260934(NAD 83)
 DH5021_MARKER: DD = SURVEY DISK
 DH5021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5021_STAMPING: FENNIMORE GPS 2004
 DH5021_MARK LOGO: WIDT  
 DH5021_PROJECTION: FLUSH
 DH5021_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5021+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2005
 DH5021
 DH5021  HISTORY     - Date     Condition        Report By
 DH5021  HISTORY     - 2003     MONUMENTED       WIDT
 DH5021  HISTORY     - 20051227 GOOD             WIDT
 DH5021
 DH5021                          STATION DESCRIPTION
 DH5021
 DH5021'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5021'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH5021'STATION FROM THE  JUNCTION OF US HIGHWAY 18 WITH COUNTY HIGHWAY Q IN
 DH5021'THE CITY OF FENNIMORE, GO SOUTHEAST  ON US HIGHWAY 18 FOR 0.45 MI TO
 DH5021'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE  WISCONSIN
 DH5021'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH5021'IN  THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE
 DH5021'HIGHWAY PAVEMENT.  THE  STATION IS 18.6 M SOUTHWEST OF THE CENTERLINE
 DH5021'OF US HIGHWAY 18, 69 M NORTHWEST OF A  WOOD POST FOR A --NO PARKING
 DH5021'ANYTIME-- SIGN, 38.0 M NORTHEAST OF A LIGHT POST, 4.3 M
 DH5021'EAST-SOUTHEAST OF TELEPHONE PEDESTAL --4000 5--, 1.0 M NORTHWEST OF AN
 DH5021'ORANGE 4X4  PLASTIC WITNESS POST AND 1.0 M SOUTHEAST OF AN ORANGE 4X4
 DH5021'PLASTIC WITNESS POST.   ---NOTE---THIS STATION HAS NO VISIBLE
 DH5021'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES  ABOVE THE HORIZON.
 DH5021
 DH5021                          STATION RECOVERY (2005)
 DH5021
 DH5021'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5021'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0924 ***********************************************************************
 NJ0924  DESIGNATION -  FENNIMORE MUNICIPAL TANK
 NJ0924  PID         -  NJ0924
 NJ0924  STATE/COUNTY-  WI/GRANT
 NJ0924  USGS QUAD   -  FENNIMORE (1962)
 NJ0924
 NJ0924                         *CURRENT SURVEY CONTROL
 NJ0924  ___________________________________________________________________
 NJ0924* NAD 83(1991)-  42 59 12.21643(N)    090 39 25.00557(W)     ADJUSTED  
 NJ0924* NAVD 88     -                                                        
 NJ0924  ___________________________________________________________________
 NJ0924  LAPLACE CORR-          -5.56  (seconds)                    DEFLEC99
 NJ0924  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 NJ0924
 NJ0924  HORZ ORDER  -  THIRD
 NJ0924
 NJ0924.The horizontal coordinates were established by classical geodetic methods
 NJ0924.and adjusted by the National Geodetic Survey in March 1999..
 NJ0924
 NJ0924
 NJ0924.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0924
 NJ0924.The geoid height was determined by GEOID03.
 NJ0924
 NJ0924;                    North         East     Units Scale Factor Converg.
 NJ0924;SPC WI S     -   109,827.075   546,423.233   MT  0.99995856   -0 27 05.0
 NJ0924;SPC WI S     -   360,324.33  1,792,723.56   sFT  0.99995856   -0 27 05.0
 NJ0924;UTM  15      - 4,762,004.729   691,023.401   MT  1.00004892   +1 35 53.0
 NJ0924
 NJ0924                          SUPERSEDED SURVEY CONTROL
 NJ0924
 NJ0924  NAD 83(1991)-  42 59 12.21432(N)    090 39 25.00412(W) AD(       ) 4
 NJ0924  NAD 83(1986)-  42 59 12.20992(N)    090 39 25.00604(W) AD(       ) 4
 NJ0924  NAD 27      -  42 59 12.25200(N)    090 39 24.56000(W) AD(       ) 3
 NJ0924
 NJ0924.Superseded values are not recommended for survey control.
 NJ0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0924.See file dsdata.txt to determine how the superseded data were derived.
 NJ0924
 NJ0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9102362005(NAD 83)
 NJ0924_MARKER: 53 = ELEVATED TANK
 NJ0924
 NJ0924  HISTORY     - Date     Condition        Report By
 NJ0924  HISTORY     - 1958     FIRST OBSERVED   CGS
 NJ0924  HISTORY     - 19980923 GOOD             USPSQD
 NJ0924
 NJ0924                          STATION DESCRIPTION
 NJ0924
 NJ0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 NJ0924'THE STATION IS THE CENTER OF THE TOP OF THE TANK LOCATED IN THE
 NJ0924'NORTHWEST SECTION OF FENNIMORE AND IS 90 FEET NORTHWEST OF THE
 NJ0924'CENTERLINE OF A T-INTERSECTION FORMED BY 6TH STREET AND ADAMS
 NJ0924'STREET.  IT IS A SPHERICAL TYPE TANK PAINTED SILVER.  THE
 NJ0924'OVERALL HEIGHT IS 110 FEET.
 NJ0924
 NJ0924                          STATION RECOVERY (1998)
 NJ0924
 NJ0924'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0924'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5294 ***********************************************************************
 DH5294  DESIGNATION -  FENNIMORE N GPS
 DH5294  PID         -  DH5294
 DH5294  STATE/COUNTY-  WI/GRANT
 DH5294  USGS QUAD   -  CASTLE ROCK (1983)
 DH5294
 DH5294                         *CURRENT SURVEY CONTROL
 DH5294  ___________________________________________________________________
 DH5294* NAD 83(1997)-  43 01 02.49942(N)    090 35 32.42181(W)     ADJUSTED  
 DH5294* NAVD 88     -                                                        
 DH5294  ___________________________________________________________________
 DH5294  X           -     -48,287.377 (meters)                     COMP
 DH5294  Y           -  -4,670,572.983 (meters)                     COMP
 DH5294  Z           -   4,329,084.585 (meters)                     COMP
 DH5294  LAPLACE CORR-          -6.19  (seconds)                    DEFLEC99
 DH5294  ELLIP HEIGHT-         252.82  (meters)          (08/01/05) GPS OBS
 DH5294  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 DH5294
 DH5294  HORZ ORDER  -  FIRST
 DH5294  ELLP ORDER  -  SECOND    CLASS I
 DH5294
 DH5294.The horizontal coordinates were established by GPS observations
 DH5294.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5294
 DH5294
 DH5294.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5294
 DH5294.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5294
 DH5294.The ellipsoidal height was determined by GPS observations
 DH5294.and is referenced to NAD 83.
 DH5294
 DH5294.The geoid height was determined by GEOID03.
 DH5294
 DH5294;                    North         East     Units Scale Factor Converg.
 DH5294;SPC WI S     -   113,190.607   551,716.259   MT  0.99995486   -0 24 25.2
 DH5294;SPC WI S     -   371,359.52  1,810,089.09   sFT  0.99995486   -0 24 25.2
 DH5294;UTM  15      - 4,765,555.797   696,193.276   MT  1.00007355   +1 38 35.1
 DH5294
 DH5294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5294!SPC WI S     -   0.99996035  x   0.99995486  =   0.99991522
 DH5294!UTM  15      -   0.99996035  x   1.00007355  =   1.00003390
 DH5294
 DH5294                          SUPERSEDED SURVEY CONTROL
 DH5294
 DH5294.No superseded survey control is available for this station.
 DH5294
 DH5294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9619365556(NAD 83)
 DH5294_MARKER: DD = SURVEY DISK
 DH5294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5294_STAMPING: FENNIMORE N GPS 2004
 DH5294_MARK LOGO: WIDT  
 DH5294_PROJECTION: FLUSH
 DH5294_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5294+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5294
 DH5294  HISTORY     - Date     Condition        Report By
 DH5294  HISTORY     - 2003     MONUMENTED       WIDT
 DH5294
 DH5294                          STATION DESCRIPTION
 DH5294
 DH5294'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5294'OWNERSHIP--TOWN OF FENNIMORE.  TO REACH THE STATION FROM THE JUNCTION
 DH5294'OF US HIGHWAY  61 WITH COUNTY HIGHWAY T ABOUT 4 MI NORTH OF THE CITY
 DH5294'OF FENNIMORE, GO EAST ON COUNTY  HIGHWAY T FOR 0.3 MI TO GOLF DRIVE ON
 DH5294'THE RIGHT, TURN RIGHT AND GO SOUTHEAST THEN EAST  ON GOLF DRIVE FOR
 DH5294'1.9 MI TO IDEAL ROAD, TURN RIGHT AND GO SOUTH ON IDEAL ROAD FOR 1.0 MI
 DH5294'TO BAUMGARTNER ROAD ON THE LEFT, TURN LEFT AND GO EAST ON BAUMGARTNER
 DH5294'ROAD FOR 1.6  MI TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DH5294'WISCONSIN DEPARTMENT OF  TRANSPORTATION GEODETIC SURVEY CONTROL
 DH5294'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER  CONCRETE POST ABOUT
 DH5294'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 4.8 M NORTH OF THE
 DH5294'CENTERLINE OF BAUMGARTNER ROAD, 63 M EAST OF A FIELD ENTRANCE, 38.0 M
 DH5294'EAST-NORTHEAST OF  A POWER POLE, 2 M SOUTH OF A CULTIVATED FIELD, 1.0
 DH5294'M EAST OF AN ORANGE 4X4 PLASTIC WITNESS  POST, 1.0 M WEST OF AN ORANGE
 DH5294'4X4 PLASTIC WITNESS POST, 1.0 M SOUTH OF AN ORANGE 4X4  PLASTIC
 DH5294'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH5294'EXTENDING  HIGHER THAN 18 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0925 ***********************************************************************
 NJ0925  DESIGNATION -  FENNIMORE RESET
 NJ0925  PID         -  NJ0925
 NJ0925  STATE/COUNTY-  WI/GRANT
 NJ0925  USGS QUAD   -  FENNIMORE (1962)
 NJ0925
 NJ0925                         *CURRENT SURVEY CONTROL
 NJ0925  ___________________________________________________________________
 NJ0925* NAD 83(1991)-  42 59 28.76525(N)    090 39 19.39634(W)     ADJUSTED  
 NJ0925* NAVD 88     -       372.     (meters)    1220.     (feet)  SCALED    
 NJ0925  ___________________________________________________________________
 NJ0925  LAPLACE CORR-          -5.61  (seconds)                    DEFLEC99
 NJ0925  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 NJ0925
 NJ0925  HORZ ORDER  -  THIRD
 NJ0925
 NJ0925.The horizontal coordinates were established by classical geodetic methods
 NJ0925.and adjusted by the National Geodetic Survey in March 1999..
 NJ0925
 NJ0925.The orthometric height was scaled from a topographic map.
 NJ0925
 NJ0925.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0925
 NJ0925.The geoid height was determined by GEOID03.
 NJ0925
 NJ0925;                    North         East     Units Scale Factor Converg.
 NJ0925;SPC WI S     -   110,336.718   546,554.316   MT  0.99995799   -0 27 01.1
 NJ0925;SPC WI S     -   361,996.38  1,793,153.62   sFT  0.99995799   -0 27 01.1
 NJ0925;UTM  15      - 4,762,518.781   691,136.183   MT  1.00004945   +1 35 57.3
 NJ0925
 NJ0925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0925!SPC WI S     -   0.99994681  x   0.99995799  =   0.99990480
 NJ0925!UTM  15      -   0.99994681  x   1.00004945  =   0.99999625
 NJ0925
 NJ0925|---------------------------------------------------------------------|
 NJ0925| PID    Reference Object                     Distance      Geod. Az  |
 NJ0925|                                                           dddmmss.s |
 NJ0925| CI8670 FENNIMORE RM 1                       14.200 METERS 00301     |
 NJ0925| CI8672 FENNIMORE RM 3                       45.754 METERS 17103     |
 NJ0925| NJ0924 FENNIMORE MUNICIPAL TANK            APPROX. 0.5 KM 1935825.4 |
 NJ0925| CI8671 FENNIMORE RM 2                       33.248 METERS 28623     |
 NJ0925| CI8669 FENNIMORE AZ MK                                    3522800.6 |
 NJ0925| NJ0928 FENNIMORE AZ MK 2                   APPROX. 0.7 KM 3572407.7 |
 NJ0925|---------------------------------------------------------------------|
 NJ0925
 NJ0925                          SUPERSEDED SURVEY CONTROL
 NJ0925
 NJ0925  NAD 83(1991)-  42 59 28.76338(N)    090 39 19.39486(W) AD(       ) 3
 NJ0925  NAD 83(1986)-  42 59 28.75854(N)    090 39 19.39724(W) AD(       ) 3
 NJ0925  NAD 27      -  42 59 28.79500(N)    090 39 18.95020(W) AD(       ) 3
 NJ0925
 NJ0925.Superseded values are not recommended for survey control.
 NJ0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0925.See file dsdata.txt to determine how the superseded data were derived.
 NJ0925
 NJ0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9113662519(NAD 83)
 NJ0925_MARKER: DS = TRIANGULATION STATION DISK
 NJ0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0925
 NJ0925  HISTORY     - Date     Condition        Report By
 NJ0925  HISTORY     - 1958     MONUMENTED       CGS
 NJ0925  HISTORY     - 1970     GOOD             NGS
 NJ0925  HISTORY     - 1977     GOOD             ALSTER
 NJ0925  HISTORY     - 1978     GOOD             NGS
 NJ0925  HISTORY     - 19980923 GOOD             USPSQD
 NJ0925  HISTORY     - 20041015 GOOD             INDIV
 NJ0925
 NJ0925                          STATION DESCRIPTION
 NJ0925
 NJ0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 NJ0925'THE STATION IS ABOUT 3/4 MILE NORTH OF THE CENTER OF FENNIMORE,
 NJ0925'ON THE WEST SIDE OF THE SOUTHEAST 1/4 OF SEC. 18, T-6-N,
 NJ0925'R-2-W, AND ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 61.  IT IS 174
 NJ0925'FEET NORTH OF THE CENTER OF THE INTERSECTION OF HIGHWAY 61
 NJ0925'AND A DRIVEWAY EAST, 58 FEET EAST OF THE CENTERLINE OF HIGHWAY
 NJ0925'61, 8 FEET NORTH OF A WHITE WITNESS POST, 7 FEET EAST OF A
 NJ0925'POWER POLE AND 4 FEET WEST OF A WIRE FENCE.  THE MONUMENT IS
 NJ0925'FLUSH AND THE DISK IS STAMPED FENNIMORE 1958.
 NJ0925'
 NJ0925'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 61
 NJ0925'AND 18 AT THE NORTH EDGE OF FENNIMORE, WHERE U.S. HIGHWAY 18
 NJ0925'GOES WEST, GO NORTH ON U.S. HIGHWAY 61 FOR 0.2 MILE TO THE
 NJ0925'STATION ON THE RIGHT.
 NJ0925'
 NJ0925'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 NJ0925'HIGHWAY 61 FOR 0.5 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND
 NJ0925'GO WEST ON A GRAVELED ROAD FOR 0.1 MILE TO THE AZIMUTH MARK
 NJ0925'ON THE LEFT.
 NJ0925'
 NJ0925'REFERENCE MARK 1 IS 58 FEET EAST OF THE CENTERLINE OF HIGHWAY
 NJ0925'61, 40 FEET NORTH OF A POWER POLE AND 1 FOOT WEST OF A WIRE
 NJ0925'FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED FENNIMORE
 NJ0925'NO 1 1958.
 NJ0925'
 NJ0925'REFERENCE MARK 2 IS 47 FEET WEST OF THE CENTERLINE OF HIGHWAY
 NJ0925'61, 3 FEET NORTH OF A TELEPHONE POLE AND 6 INCHES EAST OF
 NJ0925'A WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 NJ0925'FENNIMORE NO 2 1958.
 NJ0925'
 NJ0925'THE AZIMUTH MARK IS 109 FEET EAST OF A POWER POLE, 29 FEET
 NJ0925'SOUTH OF THE CENTERLINE OF A GRAVELED ROAD, 2 FEET EAST OF
 NJ0925'A WHITE WITNESS POST AND 6 INCHES NORTH OF A WIRE FENCE.
 NJ0925'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED FENNIMORE
 NJ0925'1958.
 NJ0925'
 NJ0925'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NJ0925
 NJ0925                          STATION RECOVERY (1970)
 NJ0925
 NJ0925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 NJ0925'THE STATION MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK
 NJ0925'WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK
 NJ0925'NO. 1 WAS DESTROYED BY CONSTRUCTION.  A REDI-MIX PLANT IS
 NJ0925'BEING CONSTRUCTED AT THE STATION SITE AND THE STATION HAD
 NJ0925'TO LOWERED AT THE REQUEST OF THE PROPERTY OWNER.  THE DISTANCE
 NJ0925'AND DIRECTION TO REFERENCE MARK NO. 2 WAS VERIFIED.  THE
 NJ0925'ANGLE BETWEEN THE AZIMUTH MARK AND THE FENNIMORE, MUNICIPAL
 NJ0925'WATER TANK DID NOT CHECK.  TANGENTS WERE TAKEN ON THE WATER
 NJ0925'AND THE ANGLE FAILED TO CHECK BY 29 MINUTES AND 30.0 SECONDS.
 NJ0925'NO DEFINITE OBJECT TO OBSERVE ON AND WAS DIFFICULT TO TELL
 NJ0925'WHAT WAS TAKEN ON THE TANK IN 1958.
 NJ0925'
 NJ0925'THE STATION SURFACE AND UNDERGROUND MARKS WERE LOWERED VERTICALLY
 NJ0925'IN PLACE AND REFERENCE MARK NO. 3 WAS SET.
 NJ0925'
 NJ0925'FOLLOWING IS A NEW DESCRIPTION.
 NJ0925'
 NJ0925'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 NJ0925'18 AND 61 AT NORTH SIDE OF FENNIMORE, GO NORTH ON U.S. HIGHWAY
 NJ0925'61 FOR 0.2 MILE TO A ENTRANCE TO A REDI-MIX PLANT AND THE
 NJ0925'STATION ON THE RIGHT.
 NJ0925'
 NJ0925'STATION MARKS ARE STANDARD DISKS STAMPED FENNIMORE 1958 1970.
 NJ0925'THE SURFACE DISK IS SET IN THE TOP OF A SQUARE CONCRETE
 NJ0925'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 NJ0925'58 FEET EAST OF THE CENTER OF U.S. HIGHWAY 61, 151 FEET NORTH
 NJ0925'OF THE EAST-WEST FENCE AT REFERENCE MARK NO. 3, 34.5 FEET
 NJ0925'NORTHEAST OF THE NORTH END OF A CULVERT UNDER THE ENTRANCE
 NJ0925'TO THE REDI-MIX PLANT, 7 FEET EAST OF A POWERLINE POLE,
 NJ0925'AND 1.5 FEET SOUTH OF A METAL WITNESS POST.
 NJ0925'
 NJ0925'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FENNIMORE NO.
 NJ0925'2 1958, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS
 NJ0925'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 47 FEET WEST
 NJ0925'OF THE CENTER OF U.S. HIGHWAY 61, 3 FEET NORTH OF A TELEPHONE
 NJ0925'POLE, AND 6 INCHES EAST OF A FENCE.
 NJ0925'
 NJ0925'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED FENNIMORE
 NJ0925'1958 NO. 3 1970, IS SET IN THE TOP OF A SQUARE CONCRETE
 NJ0925'POST WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.  IT IS 80
 NJ0925'FEET NORTH OF THE CENTER OF U.S. HIGHWAY 61, 15 FEET NORTH
 NJ0925'OF THE NORTHWEST CORNER OF A GARAGE, AND 1 NORTHEAST OF
 NJ0925'THE WEST BRACE POST IN FENCELINE.
 NJ0925'
 NJ0925'AZIMUTH MARK, A STANDARD DISK STAMPED FENNIMORE 1958, IS
 NJ0925'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 NJ0925'THE SURFACE OF THE GROUND.  IT IS 34.5 FEET SOUTH OF THE
 NJ0925'CENTER OF A BLACKTOP ROAD, 109 FEET EAST OF A POWERLINE POLE,
 NJ0925'1 FOOT EAST OF A METAL WITNESS POST, 0.5 FEET NORTH OF AN
 NJ0925'EAST-WEST FENCE, AND ACROSS THE ROAD SOUTH OF A DINNER CLUB.
 NJ0925'
 NJ0925'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 NJ0925'U.S. HIGHWAY 61 FOR 0.5 MILE.  TURN LEFT AND GO WEST ON A
 NJ0925'BLACKTOP ROAD FOR 0.1 MILE TO THE MARK ON THE LEFT.
 NJ0925'
 NJ0925'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3/4
 NJ0925'MILE NORTH OF FENNIMORE.
 NJ0925
 NJ0925                          STATION RECOVERY (1977)
 NJ0925
 NJ0925'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1977 (TCH)
 NJ0925'FENNIMORE STATION MARK RECOVERED GOOD.
 NJ0925'
 NJ0925'FENNIMORE NO. 2 1958 RECOVERED GOOD.
 NJ0925'
 NJ0925'FENNIMORE 1958 NO. 3 1970 RECOVERED GOOD.
 NJ0925'
 NJ0925'FENNIMORE 1958 - (AZ MK) NO GOOD - LEANING (45 DEG).
 NJ0925'
 NJ0925'FENNIMORE 1958 AZ MK. WAS FOUND LEANING AT ABOUT A 45 DEG ANGLE.
 NJ0925'IT LOOKS LIKE IT WAS PROBABLY HIT BY A SNOW PLOW, OR SOME FARM
 NJ0925'EQUIPMENT.
 NJ0925'
 NJ0925'DISTANCE AND DIRECTION FROM NEAREST TOWN--3/4 MI. N. OF CENTER
 NJ0925'OF FENNIMORE.
 NJ0925
 NJ0925                          STATION RECOVERY (1978)
 NJ0925
 NJ0925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 NJ0925'THE STATION MARK REFERENCE MARKS 2 AND 3 FOUND IN GOOD CONDITION.
 NJ0925'THE AZIMUTH MARK WAS FOUND IN A TILTED POSITION WITH THE ARROW
 NJ0925'POINTED OFF LINE ABOUT 90 DEGREES.  THE DISK WAS SALVAGED.  THE
 NJ0925'DIRECTION TO THE REFERENCE MARKS CHECKED.  THE DISTANCE TO
 NJ0925'REFERENCE MARK 2 WAS SHORTER BY 0.04 FOOT.  REFERENCE MARK 3 WAS
 NJ0925'LONGER BY 0.02 FOOT.  A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS
 NJ0925'TIME.  THE 1970 DESCRIPTION IS ADEQUATE TO RECOVER THE STATION.
 NJ0925'
 NJ0925'THE AZIMUTH MARK IS 48 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 NJ0925'23 FEET SOUTH OF TELEPHONE POLE, 7.6 FEET EAST OF A FENCE AND 1.5
 NJ0925'FOOT SOUTH OF A METAL WITNESS POST.  THE MARK IS FLUSH AND THE DISK
 NJ0925'STAMPED FENNIMORE 1958 1978.
 NJ0925'
 NJ0925'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE HIGHWAY
 NJ0925'FOR 0.35 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 NJ0925'
 NJ0925'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT THE NORTH EDGE
 NJ0925'OF FENNIMORE.
 NJ0925'
 NJ0925'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 NJ0925
 NJ0925                          STATION RECOVERY (1998)
 NJ0925
 NJ0925'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0925'RECOVERED IN GOOD CONDITION.
 NJ0925
 NJ0925                          STATION RECOVERY (2004)
 NJ0925
 NJ0925'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JPA)
 NJ0925'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5313 ***********************************************************************
 DH5313  DESIGNATION -  FENNIMORE S GPS
 DH5313  PID         -  DH5313
 DH5313  STATE/COUNTY-  WI/GRANT
 DH5313  USGS QUAD   -  STITZER (1962)
 DH5313
 DH5313                         *CURRENT SURVEY CONTROL
 DH5313  ___________________________________________________________________
 DH5313* NAD 83(1997)-  42 56 41.13750(N)    090 36 21.80316(W)     ADJUSTED  
 DH5313* NAVD 88     -                                                        
 DH5313  ___________________________________________________________________
 DH5313  X           -     -49,464.110 (meters)                     COMP
 DH5313  Y           -  -4,676,097.650 (meters)                     COMP
 DH5313  Z           -   4,323,219.114 (meters)                     COMP
 DH5313  LAPLACE CORR-          -5.71  (seconds)                    DEFLEC99
 DH5313  ELLIP HEIGHT-         304.51  (meters)          (08/01/05) GPS OBS
 DH5313  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 DH5313
 DH5313  HORZ ORDER  -  FIRST
 DH5313  ELLP ORDER  -  SECOND    CLASS I
 DH5313
 DH5313.The horizontal coordinates were established by GPS observations
 DH5313.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5313
 DH5313
 DH5313.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5313
 DH5313.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5313
 DH5313.The ellipsoidal height was determined by GPS observations
 DH5313.and is referenced to NAD 83.
 DH5313
 DH5313.The geoid height was determined by GEOID03.
 DH5313
 DH5313;                    North         East     Units Scale Factor Converg.
 DH5313;SPC WI S     -   105,133.817   550,539.537   MT  0.99996409   -0 24 59.1
 DH5313;SPC WI S     -   344,926.53  1,806,228.46   sFT  0.99996409   -0 24 59.1
 DH5313;UTM  15      - 4,757,461.179   695,305.269   MT  1.00006928   +1 37 53.4
 DH5313
 DH5313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5313!SPC WI S     -   0.99995225  x   0.99996409  =   0.99991634
 DH5313!UTM  15      -   0.99995225  x   1.00006928  =   1.00002152
 DH5313
 DH5313                          SUPERSEDED SURVEY CONTROL
 DH5313
 DH5313.No superseded survey control is available for this station.
 DH5313
 DH5313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9530557461(NAD 83)
 DH5313_MARKER: DD = SURVEY DISK
 DH5313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5313_STAMPING: FENNIMORE S GPS 2004
 DH5313_MARK LOGO: WIDT  
 DH5313_PROJECTION: FLUSH
 DH5313_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5313+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5313
 DH5313  HISTORY     - Date     Condition        Report By
 DH5313  HISTORY     - 2003     MONUMENTED       WIDT
 DH5313
 DH5313                          STATION DESCRIPTION
 DH5313
 DH5313'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5313'OWNERSHIP--TOWNSHIP OF FENNIMORE.  TO REACH THE STATION FROM THE
 DH5313'JUNCTION OF US HIGHWAY 18 WITH COUNTY HIGHWAY F AND SWITZER ROAD ABOUT
 DH5313'1 MI EAST OF  THE CITY OF FENNIMORE, GO SOUTH ON COUNTY HIGHWAY S FOR
 DH5313'2.0 MI TO FENNIMORE LIBERTY  ROAD ON THE LEFT, TURN LEFT AND GO EAST
 DH5313'ON FENNIMORE LIBERTY ROAD FOR 0.5 MI TO WILLOW  ROAD ON THE RIGHT,
 DH5313'CONTINUE EAST ON FENNIMORE LIBERTY ROAD FOR 0.5 MI TO THE STATION ON
 DH5313'THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH5313'TRANSPORTATION GEODETIC  SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH5313'A 41-CM DIAMETER CONCRETE POST ABOUT  LEVEL WITH THE ROAD PAVEMENT.
 DH5313'THE STATION IS 9.2 M NORTH OF THE CENTERLINE OF  FENNIMORE LIBERTY
 DH5313'ROAD, 9 M WEST OF THE CENTERLINE OF A FIELD ENTRANCE, 1.0 M SOUTH OF A
 DH5313'BARBED WIRE FENCE, 1.0 M EAST OF AN ORANGE 4X4  PLASTIC WITNESS POST
 DH5313'AND 1.0 M WEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS
 DH5313'STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DH5313'ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0927 ***********************************************************************
 NJ0927  DESIGNATION -  FENNIMORE ST MARYS CATH CH
 NJ0927  PID         -  NJ0927
 NJ0927  STATE/COUNTY-  WI/GRANT
 NJ0927  USGS QUAD   -  FENNIMORE (1962)
 NJ0927
 NJ0927                         *CURRENT SURVEY CONTROL
 NJ0927  ___________________________________________________________________
 NJ0927* NAD 83(1991)-  42 58 59.29523(N)    090 39 16.63707(W)     ADJUSTED  
 NJ0927* NAVD 88     -                                                        
 NJ0927  ___________________________________________________________________
 NJ0927  LAPLACE CORR-          -5.55  (seconds)                    DEFLEC99
 NJ0927  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 NJ0927
 NJ0927  HORZ ORDER  -  THIRD
 NJ0927
 NJ0927.The horizontal coordinates were established by classical geodetic methods
 NJ0927.and adjusted by the National Geodetic Survey in March 1999..
 NJ0927
 NJ0927
 NJ0927.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0927
 NJ0927.The geoid height was determined by GEOID03.
 NJ0927
 NJ0927;                    North         East     Units Scale Factor Converg.
 NJ0927;SPC WI S     -   109,426.877   546,609.679   MT  0.99995901   -0 26 59.3
 NJ0927;SPC WI S     -   359,011.35  1,793,335.26   sFT  0.99995901   -0 26 59.3
 NJ0927;UTM  15      - 4,761,611.419   691,224.057   MT  1.00004986   +1 35 58.3
 NJ0927
 NJ0927                          SUPERSEDED SURVEY CONTROL
 NJ0927
 NJ0927  NAD 83(1991)-  42 58 59.29319(N)    090 39 16.63556(W) AD(       ) 4
 NJ0927  NAD 83(1986)-  42 58 59.28876(N)    090 39 16.63756(W) AD(       ) 4
 NJ0927  NAD 27      -  42 58 59.33000(N)    090 39 16.19300(W) AD(       ) 3
 NJ0927
 NJ0927.Superseded values are not recommended for survey control.
 NJ0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0927.See file dsdata.txt to determine how the superseded data were derived.
 NJ0927
 NJ0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9122461611(NAD 83)
 NJ0927_MARKER: 90 = CHURCH SPIRE
 NJ0927
 NJ0927  HISTORY     - Date     Condition        Report By
 NJ0927  HISTORY     - 1958     FIRST OBSERVED   CGS
 NJ0927  HISTORY     - 19980923 GOOD             USPSQD
 NJ0927
 NJ0927                          STATION DESCRIPTION
 NJ0927
 NJ0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 NJ0927'THE STATION IS THE CENTER OF THE FINIAL AT THE APEX OF THE
 NJ0927'SPIRE LOCATED IN THE EAST CENTRAL SECTION OF FENNIMORE, 1 BLOCK
 NJ0927'EAST OF U.S. HIGHWAY 61 AND ABOUT 110 FEET NORTHWEST OF THE
 NJ0927'INTERSECTION OF 10TH STREET AND JEFFERSON STREET.  IT IS A GREEN
 NJ0927'ROOF SPIRE WITH A GOLD COLORED CROSS AT THE TOP.  THE SPIRE IS
 NJ0927'OVER THE FRONT ENTRANCE, EAST SIDE, OF A RED BRICK BUILDING.
 NJ0927'THE OVERALL HEIGHT IS 75 FEET.
 NJ0927
 NJ0927                          STATION RECOVERY (1998)
 NJ0927
 NJ0927'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0927'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0923 ***********************************************************************
 NJ0923  DESIGNATION -  FENNIMORE ST PETER LUTH CH
 NJ0923  PID         -  NJ0923
 NJ0923  STATE/COUNTY-  WI/GRANT
 NJ0923  USGS QUAD   -  FENNIMORE (1962)
 NJ0923
 NJ0923                         *CURRENT SURVEY CONTROL
 NJ0923  ___________________________________________________________________
 NJ0923* NAD 83(1991)-  42 58 57.60640(N)    090 39 28.94645(W)     ADJUSTED  
 NJ0923* NAVD 88     -                                                        
 NJ0923  ___________________________________________________________________
 NJ0923  LAPLACE CORR-          -5.51  (seconds)                    DEFLEC99
 NJ0923  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 NJ0923
 NJ0923  HORZ ORDER  -  THIRD
 NJ0923
 NJ0923.The horizontal coordinates were established by classical geodetic methods
 NJ0923.and adjusted by the National Geodetic Survey in March 1999..
 NJ0923
 NJ0923
 NJ0923.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0923
 NJ0923.The geoid height was determined by GEOID03.
 NJ0923
 NJ0923;                    North         East     Units Scale Factor Converg.
 NJ0923;SPC WI S     -   109,376.960   546,330.401   MT  0.99995907   -0 27 07.7
 NJ0923;SPC WI S     -   358,847.58  1,792,418.99   sFT  0.99995907   -0 27 07.7
 NJ0923;UTM  15      - 4,761,551.542   690,946.718   MT  1.00004856   +1 35 49.8
 NJ0923
 NJ0923                          SUPERSEDED SURVEY CONTROL
 NJ0923
 NJ0923  NAD 83(1991)-  42 58 57.60389(N)    090 39 28.94466(W) AD(       ) 4
 NJ0923  NAD 83(1986)-  42 58 57.59961(N)    090 39 28.94673(W) AD(       ) 4
 NJ0923  NAD 27      -  42 58 57.65000(N)    090 39 28.50700(W) AD(       ) 3
 NJ0923
 NJ0923.Superseded values are not recommended for survey control.
 NJ0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0923.See file dsdata.txt to determine how the superseded data were derived.
 NJ0923
 NJ0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9094761552(NAD 83)
 NJ0923_MARKER: 90 = CHURCH SPIRE
 NJ0923
 NJ0923  HISTORY     - Date     Condition        Report By
 NJ0923  HISTORY     - 1958     FIRST OBSERVED   CGS
 NJ0923
 NJ0923                          STATION DESCRIPTION
 NJ0923
 NJ0923'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0492 ***********************************************************************
 QN0492  DESIGNATION -  FERN
 QN0492  PID         -  QN0492
 QN0492  STATE/COUNTY-  WI/CLARK
 QN0492  USGS QUAD   -  LUBLIN (1969)
 QN0492
 QN0492                         *CURRENT SURVEY CONTROL
 QN0492  ___________________________________________________________________
 QN0492* NAD 83(1991)-  45 01 50.63881(N)    090 39 55.73449(W)     ADJUSTED  
 QN0492* NAVD 88     -       388.     (meters)    1273.     (feet)  SCALED    
 QN0492  ___________________________________________________________________
 QN0492  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 QN0492  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 QN0492
 QN0492  HORZ ORDER  -  FIRST
 QN0492
 QN0492.The horizontal coordinates were established by classical geodetic methods
 QN0492.and adjusted by the National Geodetic Survey in November 1991..
 QN0492
 QN0492.The orthometric height was scaled from a topographic map.
 QN0492
 QN0492.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0492
 QN0492.The geoid height was determined by GEOID03.
 QN0492
 QN0492;                    North         East     Units Scale Factor Converg.
 QN0492;SPC WI C     -   133,269.221   547,560.430   MT  0.99994434   -0 28 10.4
 QN0492;SPC WI C     -   437,234.10  1,796,454.51   sFT  0.99994434   -0 28 10.4
 QN0492;UTM  15      - 4,989,015.756   683,897.373   MT  1.00001585   +1 39 07.6
 QN0492
 QN0492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0492!SPC WI C     -   0.99994411  x   0.99994434  =   0.99988845
 QN0492!UTM  15      -   0.99994411  x   1.00001585  =   0.99995996
 QN0492
 QN0492|---------------------------------------------------------------------|
 QN0492| PID    Reference Object                     Distance      Geod. Az  |
 QN0492|                                                           dddmmss.s |
 QN0492| CJ4943 FERN RM                              12.546 METERS 09027     |
 QN0492|---------------------------------------------------------------------|
 QN0492
 QN0492                          SUPERSEDED SURVEY CONTROL
 QN0492
 QN0492  NAD 83(1986)-  45 01 50.62744(N)    090 39 55.74831(W) AD(       ) 1
 QN0492  NAD 27      -  45 01 50.73300(N)    090 39 55.27600(W) AD(       ) 1
 QN0492
 QN0492.Superseded values are not recommended for survey control.
 QN0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0492.See file dsdata.txt to determine how the superseded data were derived.
 QN0492
 QN0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK8389789016(NAD 83)
 QN0492_MARKER: DS = TRIANGULATION STATION DISK
 QN0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0492
 QN0492  HISTORY     - Date     Condition        Report By
 QN0492  HISTORY     - 1921     MONUMENTED       CGS
 QN0492  HISTORY     - 1930     SEE DESCRIPTION  CGS
 QN0492
 QN0492                          STATION DESCRIPTION
 QN0492
 QN0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0492'STATION IS LOCATED ABOUT 7-1/2 MILES N OF OWEN, ABOUT 1/3
 QN0492'MILE N OF SPUR 315, AT THE INTERSECTION OF THE W RAIL FROM
 QN0492'THE N AND W RAIL FROM THE S, ON THE W SIDE OF THE TRACK OF THE
 QN0492'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY.  IT IS
 QN0492'ABOUT 30 METERS S OF MILEPOST 316, 9 METERS W OF THE W FENCE
 QN0492'ALONG THE RAILROAD RIGHT-OF-WAY.  DISTANT FROM W RAIL--20.018
 QN0492'METERS (68.30 FEET).  REFERENCE MARK IS ON THE SAME SIDE OF
 QN0492'THE TRACK.
 QN0492'
 QN0492'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 QN0492'DISKS SET IN CONCRETE.
 QN0492
 QN0492                          STATION RECOVERY (1930)
 QN0492
 QN0492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 QN0492'THE MARK WAS FOUND.  THE DESCRIPTION WAS ADEQUATE.  THE MARK
 QN0492'HAS BEEN DESTROYED AND IS OUT OF THE GROUND.  SUBSURFACE MARK
 QN0492'IN EXCELLENT CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0809 ***********************************************************************
 ON0809  DESIGNATION -  FERRY
 ON0809  PID         -  ON0809
 ON0809  STATE/COUNTY-  WI/CRAWFORD
 ON0809  USGS QUAD   -  FERRYVILLE (1983)
 ON0809
 ON0809                         *CURRENT SURVEY CONTROL
 ON0809  ___________________________________________________________________
 ON0809* NAD 83(1991)-  43 22 11.23982(N)    091 05 49.15587(W)     ADJUSTED  
 ON0809* NAVD 88     -       348.     (meters)    1142.     (feet)  SCALED    
 ON0809  ___________________________________________________________________
 ON0809  LAPLACE CORR-          -8.13  (seconds)                    DEFLEC99
 ON0809  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 ON0809
 ON0809  HORZ ORDER  -  FIRST
 ON0809
 ON0809.The horizontal coordinates were established by classical geodetic methods
 ON0809.and adjusted by the National Geodetic Survey in March 1999..
 ON0809
 ON0809.The orthometric height was scaled from a topographic map.
 ON0809
 ON0809.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0809
 ON0809.The geoid height was determined by GEOID03.
 ON0809
 ON0809;                    North         East     Units Scale Factor Converg.
 ON0809;SPC WI S     -   152,755.079   511,097.393   MT  0.99993270   -0 45 13.5
 ON0809;SPC WI S     -   501,163.96  1,676,825.36   sFT  0.99993270   -0 45 13.5
 ON0809;SPC IA N     - 1,210,466.872 1,694,742.560   MT  1.00002047   +1 37 43.1
 ON0809;SPC MN S     -   145,267.868 1,035,267.579   MT  1.00011520   +2 02 05.3
 ON0809;UTM  15      - 4,803,639.155   654,179.628   MT  0.99989242   +1 18 25.4
 ON0809
 ON0809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0809!SPC WI S     -   0.99995044  x   0.99993270  =   0.99988314
 ON0809!SPC IA N     -   0.99995044  x   1.00002047  =   0.99997090
 ON0809!SPC MN S     -   0.99995044  x   1.00011520  =   1.00006563
 ON0809!UTM  15      -   0.99995044  x   0.99989242  =   0.99984286
 ON0809
 ON0809|---------------------------------------------------------------------|
 ON0809| PID    Reference Object                     Distance      Geod. Az  |
 ON0809|                                                           dddmmss.s |
 ON0809| CI6321 FERRY RM 3                                         01642     |
 ON0809| CI6319 FERRY RM 1                          141.915 METERS 24849     |
 ON0809| ON0849 WAUKON ST PATRICKS CATH CH TWR      APPROX.33.0 KM 2500739.4 |
 ON0809| CI6322 FERRY RM 4                                         28643     |
 ON0809| CI6320 FERRY RM 2 AZIMUTH                                 3444051.1 |
 ON0809|---------------------------------------------------------------------|
 ON0809
 ON0809                          SUPERSEDED SURVEY CONTROL
 ON0809
 ON0809  NAD 83(1991)-  43 22 11.23513(N)    091 05 49.15697(W) AD(       ) 1
 ON0809  NAD 83(1986)-  43 22 11.23237(N)    091 05 49.15574(W) AD(       ) 1
 ON0809  NAD 27      -  43 22 11.31700(N)    091 05 48.69000(W) AD(       ) 1
 ON0809
 ON0809.Superseded values are not recommended for survey control.
 ON0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0809.See file dsdata.txt to determine how the superseded data were derived.
 ON0809
 ON0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ5418003639(NAD 83)
 ON0809_MARKER: DS = TRIANGULATION STATION DISK
 ON0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0809
 ON0809  HISTORY     - Date     Condition        Report By
 ON0809  HISTORY     - 1931     MONUMENTED       CGS
 ON0809  HISTORY     - 1958     GOOD             CGS
 ON0809  HISTORY     - 1975     GOOD             THOMAS
 ON0809
 ON0809                          STATION DESCRIPTION
 ON0809
 ON0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 ON0809'ABOUT 2 MILES NORTH OF FERRYVILLE, ON LAND OWNED BY SWIGGUM
 ON0809'AND ABERG, ON TOP OF EAST-AND-WEST RIDGE, ON HIGHEST POINT
 ON0809'IN OATS FIELD, 66 METERS (217 FEET) SOUTH OF EAST-AND-WEST
 ON0809'FENCE ON SOUTH SIDE OF FIELD WHICH IS JUST SOUTH OF 2-STORY
 ON0809'WHITE HOUSE, AND 110 METERS (361 FEET) EAST OF FARM ROAD
 ON0809'AT EDGE OF CULTIVATION.  TO REACH FROM FERRYVILLE, FOLLOW
 ON0809'ROAD NORTH ALONG BASE OF BLUFFS 1.8 MILES TO JUNCTION WITH
 ON0809'COUNTY ROUTE O LEADING TO RISING SUN, PROCEED 1.7 MILES
 ON0809'ON ROUTE O TO ROAD ON RIGHT AT 20-INCH OAK TREE WITH
 ON0809'TRIANGULAR BLAZE, PROCEED 0.6 MILE ON THIS DIRT ROAD TO
 ON0809'2-STORY WHITE HOUSE ON LEFT, AND CONTINUE 0.1 MILE TO
 ON0809'STATION SITE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 ON0809'STATION DISKS IN CONCRETE.  UPPER
 ON0809'MARK IS 12 INCHES BELOW SURFACE OF GROUND.  REFERENCE
 ON0809'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE,
 ON0809'PROJECTING 8 INCHES ABOVE GROUND.  NO. 1 IS NEAR COUNTRY
 ON0809'TELEPHONE POLE, 1 FOOT EAST OF WIRE FENCE ON WEST SIDE
 ON0809'OF FARM ROAD, 100 METERS (328 FEET) NORTH OF Y-INTERSECTION
 ON0809'OF ROADS, AND 141.915 METERS (465.60 FEET) FROM STATION
 ON0809'S 68 DEG 49 MIN W.  NO. 2 IS 7 METERS (23
 ON0809'FEET) WEST OF CENTERLINE OF ROAD, 14 METERS (46 FEET)
 ON0809'NORTHWEST OF NORTHWEST CORNER OF CEMENT PUMP PLATFORM, 1 FOOT
 ON0809'EAST OF NORTHEAST CORNER OF LARGE RED BARN, AND ONE-FOURTH MILE
 ON0809'FROM STATION N 15 DEG 19 MIN W.
 ON0809
 ON0809                          STATION RECOVERY (1958)
 ON0809
 ON0809'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 ON0809'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 ON0809'THE DISTANCE AND DIRECTION TO REFERENCE MARK 1 CHECKED BUT
 ON0809'THE DIRECTION TO REFERENCE MARK 2 DID NOT CHECK BY 11 SECONDS.
 ON0809'REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AT THIS TIME AND
 ON0809'REFERENCE MARK 2 WAS USED AS AN AZIMUTH MARK.  DUE TO CHANGES
 ON0809'IN ROADS AND OTHER REFERENCE POINTS A COMPLETE NEW TO REACH
 ON0809'AND DESCRIPTION FOLLOWS.
 ON0809'
 ON0809'THE STATION IS ABOUT 1-1/2 MILES NORTH OF FERRYVILLE, IN
 ON0809'THE SOUTHWEST 1/4 OF SEC. 4, T 10 N, R 6 W, AND ON THE HIGHEST
 ON0809'POINT OF AN EAST-WEST RIDGE OWNED BY MR. CLEO GILMAN.  IT
 ON0809'IS 226 FEET SOUTHEAST OF A POWER POLE, 220 FEET SOUTHEAST
 ON0809'OF A T-ROAD INTERSECTION AND 189 FEET SOUTH OF A FENCE.  THE
 ON0809'MONUMENT IS UNDERGROUND 12 INCHES AND THE DISK IS STAMPED
 ON0809'FERRY 1931.
 ON0809'
 ON0809'TO REACH THE STATION FROM THE FERRYVILLE STATE BANK IN FERRYVILLE,
 ON0809'GO NORTHWEST ON STATE HIGHWAY 35 FOR 1.2 MILES TO A SIDE
 ON0809'ROAD RIGHT.  TURN RIGHT AND GO NORTH ON THE GRAVELED ROAD
 ON0809'FOR 1.7 MILES TO A REVERSE Y-ROAD INTERSECTION.  TURN SHARP
 ON0809'RIGHT AND GO SOUTHEAST ON THE GRAVELED ROAD FOR 0.3 MILE
 ON0809'TO A DRIVEWAY RIGHT AND REFERENCE MARK 2 ON THE RIGHT AS
 ON0809'DESCRIBED.  CONTINUE SOUTH ON THE GRAVELED ROAD FOR 0.3
 ON0809'MILE TO A GRAVELED T-ROAD INTERSECTION AND THE STATION AS
 ON0809'DESCRIBED.
 ON0809'
 ON0809'REFERENCE MARK 1 IS 38 FEET NORTH OF A POWER POLE, 29 FEET
 ON0809'NORTH OF THE CENTERLINE OF A FIELD ROAD AND 22 FEET NORTHWEST
 ON0809'OF THE CENTERLINE OF A GRAVELED ROAD.  THE MONUMENT PROJECTS
 ON0809'3 INCHES AND THE DISK IS STAMPED FERRY NO 1 1931.
 ON0809'
 ON0809'REFERENCE MARK 2 IS 182 FEET SOUTH OF THE INTERSECTION OF
 ON0809'THE DRIVEWAY AND GRAVELED ROAD, 21 FEET WEST OF THE CENTERLINE
 ON0809'OF THE DRIVEWAY AND 1 FOOT EAST OF THE NORTHEAST CORNER
 ON0809'OF A BARN.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK
 ON0809'IS STAMPED FERRY NO 2 1931.
 ON0809'
 ON0809'REFERENCE MARK 3 IS 16 FEET SOUTH OF THE CENTERLINE OF A
 ON0809'GRAVELED ROAD, 5 FEET SOUTH OF A TELEPHONE POLE AND 1 FOOT
 ON0809'SOUTH OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 ON0809'STAMPED FERRY NO 3 1931.
 ON0809'
 ON0809'REFERENCE MARK 4 IS 165 FEET SOUTHWEST OF THE T-ROAD INTERSECTION,
 ON0809'17 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND 1 FOOT NORTH
 ON0809'OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 ON0809'FERRY NO 4 1931.
 ON0809'
 ON0809'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ON0809
 ON0809                          STATION RECOVERY (1975)
 ON0809
 ON0809'RECOVERY NOTE BY THOMAS ENG AND SURV 1975 (NCM)
 ON0809'FERRY, 1931-UNDISTURBED.
 ON0809'
 ON0809'OTHER MARKS WERE NOT SEARCHED FOR BECAUSE OF LACK OF RECOVERY
 ON0809'DATA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0069 ***********************************************************************
 OM0069  DESIGNATION -  FF 86
 OM0069  PID         -  OM0069
 OM0069  STATE/COUNTY-  WI/WASHINGTON
 OM0069  USGS QUAD   -  JACKSON (1994)
 OM0069
 OM0069                         *CURRENT SURVEY CONTROL
 OM0069  ___________________________________________________________________
 OM0069* NAD 83(1986)-  43 15 23.     (N)    088 11 35.     (W)     SCALED    
 OM0069* NAVD 88     -       296.678  (meters)     973.35   (feet)  ADJUSTED  
 OM0069  ___________________________________________________________________
 OM0069  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 OM0069  DYNAMIC HT  -         296.605 (meters)     973.11  (feet)  COMP
 OM0069  MODELED GRAV-     980,366.6   (mgal)                       NAVD 88
 OM0069
 OM0069  VERT ORDER  -  SECOND    CLASS 0
 OM0069
 OM0069.The horizontal coordinates were scaled from a topographic map and have
 OM0069.an estimated accuracy of +/- 6 seconds.
 OM0069
 OM0069.The orthometric height was determined by differential leveling
 OM0069.and adjusted by the National Geodetic Survey in June 1991..
 OM0069
 OM0069.The geoid height was determined by GEOID03.
 OM0069
 OM0069.The dynamic height is computed by dividing the NAVD 88
 OM0069.geopotential number by the normal gravity value computed on the
 OM0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0069.degrees latitude (g = 980.6199 gals.).
 OM0069
 OM0069.The modeled gravity was interpolated from observed gravity values.
 OM0069
 OM0069;                    North         East    Units  Estimated Accuracy
 OM0069;SPC WI S     -   141,160.      746,710.      MT  (+/- 180 meters Scaled)
 OM0069
 OM0069                          SUPERSEDED SURVEY CONTROL
 OM0069
 OM0069  NGVD 29 (??/??/92)  296.740  (m)          973.55   (f) ADJ UNCH    2 0
 OM0069
 OM0069.Superseded values are not recommended for survey control.
 OM0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0069.See file dsdata.txt to determine how the superseded data were derived.
 OM0069
 OM0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN031899(NAD 83)
 OM0069_MARKER: DB = BENCH MARK DISK
 OM0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0069_SP_SET: SQUARE CONCRETE POST
 OM0069_STAMPING: FF 86 1934
 OM0069_MARK LOGO: CGS   
 OM0069_PROJECTION: FLUSH
 OM0069_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0069+STABILITY: SURFACE MOTION
 OM0069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0069+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2003
 OM0069
 OM0069  HISTORY     - Date     Condition        Report By
 OM0069  HISTORY     - 1934     MONUMENTED       CGS
 OM0069  HISTORY     - 19980623 GOOD             WIDT
 OM0069  HISTORY     - 2001     GOOD             WIDT
 OM0069  HISTORY     - 20031109 GOOD             USPSQD
 OM0069
 OM0069                          STATION DESCRIPTION
 OM0069
 OM0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0069'AT RICHFIELD.
 OM0069'ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC RAILROAD 36
 OM0069'FEET SOUTH OF THE SOUTHWEST CORNER OF THE DEPOT, 18 FEET EAST
 OM0069'OF THE CENTER LINE OF THE CROSSING, THENCE 15 FEET SOUTH OF THE
 OM0069'CENTER LINE OF THE TRACK, 2 FEET ABOVE THE RAIL LEVEL.
 OM0069
 OM0069                          STATION RECOVERY (1998)
 OM0069
 OM0069'RECOVERY NOTE BY WI DEPT OF TRANSP 1998 (DJH)
 OM0069'THE STATION IS LOCATED ABOUT 19.3 KM (12.00 MI) SOUTH OF WEST BEND IN
 OM0069'THE COMMUNITY OF RICHFIELD.  OWNERSHIP--WISCONSIN AND SOUTHERN
 OM0069'RAILROAD COMPANY.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 OM0069'HIGHWAY 167 WITH STATE HIGHWAY 175 SOUTH OF THE COMMUNITY OF
 OM0069'RICHFIELD, GO NORTH ON STATE HIGHWAY 167 FOR 0.6 KM (0.35 MI) TO DEPOT
 OM0069'STREET ON THE RIGHT, TURN RIGHT AND GO EAST ON DEPOT STREET FOR 0.16
 OM0069'KM (0.10 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE CGS
 OM0069'BENCH MARK DISK STAMPED --FF 86 1934-- SET IN THE TOP OF A 24 CM (9
 OM0069'-INCH) SQUARE CONCRETE POST FLUSH WITH GROUND AND ABOUT 0.5 M (1.6 FT)
 OM0069'ABOVE THE STREET PAVEMENT.  THE STATION IS 6.7 M (22.0 FT) SOUTHEAST
 OM0069'OF THE CENTERLINE OF DEPOT STREET, 4.5 M (14.8 FT) SOUTHWEST OF THE
 OM0069'SOUTHWEST RAIL, 18.9 M (62.0 FT) NORTH OF THE NORTH CORNER OF A 1.4 M
 OM0069'(4.6 FT) BY 1.4 M (4.6 FT) CONCRETE WELL SLAB, 14.1 M (46.3 FT)
 OM0069'EAST-NORTHEAST OF UTILITY POLE --E56-150 40--, AND 2.7 M (8.9 FT)
 OM0069'SOUTHEAST OF A WOOD POST FOR A RAILROAD CROSSBUCK SIGN. ---NOTE---THIS
 OM0069'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 OM0069'ABOVE THE HORIZON EXCEPT FOR THE REFERENCED UTILITY POLE EXTENDING TO
 OM0069'35 DEGREES ABOVE THE HORIZON, A TREE SOUTH-SOUTHWEST OF THE STATION
 OM0069'EXTENDING TO 30 DEGREES ABOVE THE HORIZON, THE CROSSBUCK SIGN
 OM0069'EXTENDING TO 25 DEGREES ABOVE THE HORIZON, A UTILITY POLE NORTHEAST OF
 OM0069'THE STATION EXTENDING TO 20 DEGREES ABOVE THE HORIZON, AND TREES IN
 OM0069'THE EAST QUADRANT EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
 OM0069
 OM0069                          STATION RECOVERY (2001)
 OM0069
 OM0069'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OM0069'RECOVERED AS DESCRIBED
 OM0069
 OM0069                          STATION RECOVERY (2003)
 OM0069
 OM0069'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1192 ***********************************************************************
 OM1192  DESIGNATION -  FIELD
 OM1192  PID         -  OM1192
 OM1192  STATE/COUNTY-  WI/SAUK
 OM1192  USGS QUAD   -  LEWISTON (1975)
 OM1192
 OM1192                         *CURRENT SURVEY CONTROL
 OM1192  ___________________________________________________________________
 OM1192* NAD 83(1991)-  43 32 49.01464(N)    089 39 51.49810(W)     ADJUSTED  
 OM1192* NAVD 88     -       267.     (meters)     876.     (feet)  SCALED    
 OM1192  ___________________________________________________________________
 OM1192  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 OM1192  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 OM1192
 OM1192  HORZ ORDER  -  THIRD
 OM1192
 OM1192.The horizontal coordinates were established by classical geodetic methods
 OM1192.and adjusted by the National Geodetic Survey in November 1991..
 OM1192
 OM1192.The orthometric height was scaled from a topographic map.
 OM1192
 OM1192.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1192
 OM1192.The geoid height was determined by GEOID03.
 OM1192
 OM1192;                    North         East     Units Scale Factor Converg.
 OM1192;SPC WI S     -   171,906.328   627,127.033   MT  0.99993577   +0 13 50.4
 OM1192;SPC WI S     -   563,996.01  2,057,499.27   sFT  0.99993577   +0 13 50.4
 OM1192;UTM  16      - 4,825,004.344   284,768.967   MT  1.00016985   -1 50 10.6
 OM1192
 OM1192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1192!SPC WI S     -   0.99996369  x   0.99993577  =   0.99989946
 OM1192!UTM  16      -   0.99996369  x   1.00016985  =   1.00013353
 OM1192
 OM1192:                Primary Azimuth Mark                     Grid Az
 OM1192:SPC WI S     -  ATT MICRO TWR 4 MI N MERRIMAC            174 01 01.1
 OM1192:UTM  16      -  ATT MICRO TWR 4 MI N MERRIMAC            176 05 02.1
 OM1192
 OM1192|---------------------------------------------------------------------|
 OM1192| PID    Reference Object                     Distance      Geod. Az  |
 OM1192|                                                           dddmmss.s |
 OM1192| OM1134 ATT MICRO TWR 4 MI N MERRIMAC       APPROX.13.0 KM 1741451.5 |
 OM1192| CI8674 FIELD RM 1                            7.824 METERS 17849     |
 OM1192| CI8673 FIELD AZ MK                                        1840210.9 |
 OM1192| CI8675 FIELD RM 2 RESET                     27.904 METERS 28803     |
 OM1192| CI8676 FIELD RM 3 RESET                     39.792 METERS 30930     |
 OM1192|---------------------------------------------------------------------|
 OM1192
 OM1192                          SUPERSEDED SURVEY CONTROL
 OM1192
 OM1192  NAD 83(1986)-  43 32 49.00767(N)    089 39 51.50471(W) AD(       ) 3
 OM1192  NAD 27      -  43 32 49.07650(N)    089 39 51.06020(W) AD(       ) 3
 OM1192
 OM1192.Superseded values are not recommended for survey control.
 OM1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1192.See file dsdata.txt to determine how the superseded data were derived.
 OM1192
 OM1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP8476925004(NAD 83)
 OM1192_MARKER: DS = TRIANGULATION STATION DISK
 OM1192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1192
 OM1192  HISTORY     - Date     Condition        Report By
 OM1192  HISTORY     - 1958     MONUMENTED       CGS
 OM1192  HISTORY     - 1960     GOOD             CGS
 OM1192  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 OM1192
 OM1192                          STATION DESCRIPTION
 OM1192
 OM1192'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1192'THE STATION IS ABOUT 8 MILES SOUTHEAST OF WISCONSIN DELLS,
 OM1192'AND 7 MILES NORTHEAST OF BARABOO IN THE SOUTHEAST QUARTER
 OM1192'OF SECTION 4, T-12-N, R-7-E ON THE ROAD RIGHT-OF-WAY.  IT
 OM1192'IS 39 FEET EAST OF THE INTERSECTION OF A GRAVELED T-ROAD,
 OM1192'22 FEET SOUTHEAST OF A TELEPHONE POLE, 10 FEET NORTH OF A
 OM1192'NORTH GATEPOST, 2 FEET WEST OF A WIRE FENCE, AND 7 FEET
 OM1192'SOUTHWEST OF A WHITE WITNESS POST.  THE MONUMENT PROJECTS
 OM1192'1 INCH AND THE DISK IS STAMPED FIELD 1958.
 OM1192'
 OM1192'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 16
 OM1192'AND STATE HIGHWAYS 33 AND 78 IN PORTAGE, GO WEST ON HIGHWAYS
 OM1192'33 AND 78 FOR 1.65 MILES TO THEIR JUNCTION.  CONTINUE WEST
 OM1192'ON HIGHWAY 33 FOR 7.85 MILES TO THE JUNCTION OF COUNTY
 OM1192'ROAD U, JUST AFTER CROSSING THE BRIDGE OVER THE BARABOO
 OM1192'RIVER.  TURN RIGHT AND GO NORTH AND WEST ON ROAD U FOR 4.05
 OM1192'MILES TO A GRAVELED SIDE ROAD RIGHT.  TURN RIGHT AND GO
 OM1192'NORTH FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 OM1192'NORTH ON THE GRAVELED ROAD FOR 0.2 MILE TO A GRAVELED T-ROAD
 OM1192'AND THE STATION ON THE RIGHT.
 OM1192'
 OM1192'REFERENCE MARK 1 IS 37 FEET EAST OF THE CENTERLINE OF A
 OM1192'GRAVELED ROAD, 32 FEET SOUTH OF A WHITE WITNESS POST, AND
 OM1192'1 FOOT SOUTHWEST OF A SOUTH GATEPOST.  THE MONUMENT PROJECTS
 OM1192'4 INCHES AND THE DISK IS STAMPED FIELD NO 1 1958.
 OM1192'
 OM1192'REFERENCE MARK 2 IS 49 FEET WEST OF THE CENTERLINE OF A
 OM1192'GRAVELED ROAD, 34 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 OM1192'ROAD, AND 10 FEET NORTH OF A POWER POLE.  THE MONUMENT PROJECTS
 OM1192'3 INCHES AND THE DISK IS STAMPED FIELD NO 2 1958.
 OM1192'
 OM1192'THE AZIMUTH MARK IS 27 FEET WEST OF THE CENTERLINE OF A
 OM1192'GRAVELED ROAD, 2 FEET NORTHWEST OF A WHITE WITNESS POST, AND
 OM1192'1 FOOT NORTH OF A POWER POLE.  THE MONUMENT PROJECTS 2
 OM1192'INCHES AND THE DISK IS STAMPED FIELD 1958.
 OM1192'
 OM1192'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OM1192
 OM1192                          STATION RECOVERY (1960)
 OM1192
 OM1192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 OM1192'RECOVERED ALL MARKS IN GOOD CONDITION AS DESCRIBED EXCEPT
 OM1192'R.M. NO. 2 UPROOTED AND SUCH AS FENCES GONE DUE TO HIGHWAY
 OM1192'CONSTRUCTION.  R.M. NO. 2 WAS RESET AS R.M. NO. 3.
 OM1192'
 OM1192'ABOUT 0.2 MILE (TWO BLOCKS) E ALONG THIRD AVENUE FROM THE
 OM1192'SE CORNER OF THE COURTHOUSE IN BARABOO THENCE 4.2 MILES N
 OM1192'ON EAST STREET AND A COUNTY HIGHWAY THENCE 4.0 MILES E ON
 OM1192'U COUNTY HIGHWAY THENCE 0.4 MILE N ON GRAVEL ROAD TO STATION
 OM1192'ON RIGHT, ABOUT 250 YARDS S OF CENTER OF CONCRETE BRIDGE
 OM1192'OVER NO. 90 INTERSTATE HIGHWAY, 37 FEET E OF CENTER LINE OF
 OM1192'GRAVEL ROAD, ABOUT 5 FEET HIGHER THAN SAME, 3 FEET S OF
 OM1192'PROJECTED CENTER LINE OF ROAD FROM THE W, 2 FEET E OF TOP OF
 OM1192'BANK, STANDARD DISKS STAMPED FIELD 1958 SET IN CONCRETE
 OM1192'WITH THE SURFACE MARK PROJECTING 0.2 FOOT
 OM1192'ABOVE GROUND.
 OM1192'
 OM1192'REFERENCE STAMPED FIELD NO 1 1958, PROJECTING
 OM1192'0.3 FOOT, IS 97 FEET E OF CENTER LINE OF ROAD, AND ABOUT
 OM1192'8 YARDS N OF THE CREST OF THE RIDGE.
 OM1192'
 OM1192'REFERENCE STAMPED FIELD NO 3 1958 1960, PROJECTING
 OM1192'0.2 FOOT IS 85 FEET N OF CENTER LINE OF ONE ROAD, 65 FEET
 OM1192'W OF THAT OF THE OTHER, AND 3-1/2 FEET SW OF R/W MARKER.
 OM1192'
 OM1192'AZIMUTH STAMPED FIELD 1958, PROJECTING 0.3 FOOT, IS
 OM1192'27 FEET W OF CENTER LINE OF ROAD, AND 1.6 FEET N OF THE
 OM1192'CENTER OF A CREOSOTED POWER POLE.
 OM1192
 OM1192                          STATION RECOVERY (1991)
 OM1192
 OM1192'RECOVERY NOTE BY US POWER SQUADRON 1991 (DAH)
 OM1192'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0663 ***********************************************************************
 PO0663  DESIGNATION -  FIELD
 PO0663  PID         -  PO0663
 PO0663  STATE/COUNTY-  WI/JACKSON
 PO0663  USGS QUAD   -  HIXTON (1984)
 PO0663
 PO0663                         *CURRENT SURVEY CONTROL
 PO0663  ___________________________________________________________________
 PO0663* NAD 83(1991)-  44 28 42.39351(N)    091 06 23.56541(W)     ADJUSTED  
 PO0663* NAVD 88     -       354.1    (meters)    1162.     (feet)  VERTCON   
 PO0663  ___________________________________________________________________
 PO0663  LAPLACE CORR-          -7.74  (seconds)                    DEFLEC99
 PO0663  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 PO0663
 PO0663  HORZ ORDER  -  SECOND
 PO0663
 PO0663.The horizontal coordinates were established by classical geodetic methods
 PO0663.and adjusted by the National Geodetic Survey in March 1999..
 PO0663
 PO0663.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0663
 PO0663.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0663
 PO0663.The geoid height was determined by GEOID03.
 PO0663
 PO0663;                    North         East     Units Scale Factor Converg.
 PO0663;SPC WI C     -    72,283.036   511,970.301   MT  0.99996466   -0 46 50.7
 PO0663;SPC WI C     -   237,148.59  1,679,689.23   sFT  0.99996466   -0 46 50.7
 PO0663;UTM  15      - 4,926,758.254   650,581.333   MT  0.99987885   +1 19 36.8
 PO0663
 PO0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0663!SPC WI C     -   0.99994948  x   0.99996466  =   0.99991414
 PO0663!UTM  15      -   0.99994948  x   0.99987885  =   0.99982834
 PO0663
 PO0663|---------------------------------------------------------------------|
 PO0663| PID    Reference Object                     Distance      Geod. Az  |
 PO0663|                                                           dddmmss.s |
 PO0663| CJ4944 FIELD RM 1                            9.450 METERS 03626     |
 PO0663| CJ4945 FIELD RM 2                            5.243 METERS 21000     |
 PO0663|---------------------------------------------------------------------|
 PO0663
 PO0663                          SUPERSEDED SURVEY CONTROL
 PO0663
 PO0663  NAD 83(1991)-  44 28 42.39347(N)    091 06 23.56542(W) AD(       ) 2
 PO0663  NAD 83(1986)-  44 28 42.38961(N)    091 06 23.57752(W) AD(       ) 2
 PO0663  NAD 27      -  44 28 42.52861(N)    091 06 23.01928(W) AD(       ) 2
 PO0663  NGVD 29 (07/19/86)  354.1    (m)         1162.     (f) VERT ANG       
 PO0663
 PO0663.Superseded values are not recommended for survey control.
 PO0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0663.See file dsdata.txt to determine how the superseded data were derived.
 PO0663
 PO0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK5058126758(NAD 83)
 PO0663_MARKER: DD = SURVEY DISK
 PO0663_SETTING: 66 = SET IN ROCK OUTCROP
 PO0663
 PO0663  HISTORY     - Date     Condition        Report By
 PO0663  HISTORY     - 1967     MONUMENTED       USGS
 PO0663
 PO0663                          STATION DESCRIPTION
 PO0663
 PO0663'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (DLH)
 PO0663'THE STATION IS LOCATED ABOUT 1.5 MI N. AND 0.5 MI W. OF NORTHFIELD,
 PO0663'ON THE SW. PINNACLE OF A NE.-SW. RIDGE, ABOUT 200 FT NE. OF THE
 PO0663'NW. TRAFFIC LANE OF INTERSECTION HWY. 94, IN THE NE. QUARTER OF
 PO0663'SEC. 16, T. 23 N., R. 6 W., ON LAND OWNED BY MR. HAROLD HANSON.
 PO0663'
 PO0663'TO REACH THE STATION FROM THE NORTHFIELD POST OFFICE, GO 1 BLOCK
 PO0663'W. TO THE JCT. OF WISC. 121 AND WISC. 27 HWYS., TURN RIGHT, GO
 PO0663'N. AND NW. ON WISC. 27 FOR 1.3 MI TO A T-RD., TURN RIGHT, GO 0.2
 PO0663'MI TO AN OVERPASS OVER I-94.  FROM THE NE. END OF THE OVERPASS,
 PO0663'CLIMB TO THE TOP OF A STEEP ROCKY HILL ON THE LEFT AND TO THE
 PO0663'STATION.
 PO0663'
 PO0663'THE STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED
 PO0663'FIELD 1967 AND ARE CEMENTED IN SANDSTONE ROCK OUTCROPS.
 PO0663'
 PO0663'THE STATION MARK IS 8 FT S. OF AND 1 FT LOWER THAN THE CREST
 PO0663'OF THE HILL, IN A FLAT AREA, CEMENTED IN A ROCK OUTCROP AND LEVEL
 PO0663'WITH THE SURFACE.
 PO0663'
 PO0663'REFERENCE MARK NO. 1 IS 9.450 M. (31.00 FT) NNE. OF THE STATION,
 PO0663'AT THE N. END OF A ROCK LEDGE.
 PO0663'
 PO0663'REFERENCE MARK NO. 2 IS 5.243 M. (17.20 FT) SSW. OF AND 3 FT
 PO0663'LOWER THAN THE STATION AT THE S. END OF A ROCK LEDGE, 43.93 FT
 PO0663'SLOPE DISTANT N. OF RIGHT-OF-WAY FENCE.
 PO0663'
 PO0663'NO AZIMUTH MARK WAS SET.  ANGLES WERE TURNED TO A MICRO-WAVE
 PO0663'TOWER ABOUT 6.0 MI SW., POINTINGS WERE MADE TO THE TOP RED LIGHT.
 PO0663'
 PO0663'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0463 ***********************************************************************
 QN0463  DESIGNATION -  FIFIELD
 QN0463  PID         -  QN0463
 QN0463  STATE/COUNTY-  WI/PRICE
 QN0463  USGS QUAD   -  BLOCKHOUSE LAKE (1984)
 QN0463
 QN0463                         *CURRENT SURVEY CONTROL
 QN0463  ___________________________________________________________________
 QN0463* NAD 83(1991)-  45 53 12.36890(N)    090 19 28.61130(W)     ADJUSTED  
 QN0463* NAVD 88     -       485.     (meters)    1591.     (feet)  SCALED    
 QN0463  ___________________________________________________________________
 QN0463  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 QN0463  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 QN0463
 QN0463  HORZ ORDER  -  SECOND
 QN0463
 QN0463.The horizontal coordinates were established by classical geodetic methods
 QN0463.and adjusted by the National Geodetic Survey in November 1991..
 QN0463
 QN0463.The orthometric height was scaled from a topographic map.
 QN0463
 QN0463.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0463
 QN0463.The geoid height was determined by GEOID03.
 QN0463
 QN0463;                    North         East     Units Scale Factor Converg.
 QN0463;SPC WI N     -    80,086.286   574,804.211   MT  0.99995731   -0 14 03.0
 QN0463;SPC WI N     -   262,749.76  1,885,836.82   sFT  0.99995731   -0 14 03.0
 QN0463;UTM  15      - 5,084,947.714   707,581.235   MT  1.00012976   +1 55 17.5
 QN0463
 QN0463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0463!SPC WI N     -   0.99992877  x   0.99995731  =   0.99988608
 QN0463!UTM  15      -   0.99992877  x   1.00012976  =   1.00005852
 QN0463
 QN0463|---------------------------------------------------------------------|
 QN0463| PID    Reference Object                     Distance      Geod. Az  |
 QN0463|                                                           dddmmss.s |
 QN0463| QN0464 FIFIELD TOWER                        20.861 METERS 08050     |
 QN0463| CJ4947 FIFIELD RM 1                         19.712 METERS 19629     |
 QN0463| CJ4946 FIFIELD AZ MK                                      2510651.4 |
 QN0463| QN0504 LAKE RADIO STA KSA 401 MAST         APPROX.15.7 KM 2923116.3 |
 QN0463| QN0467 PARKS FALLS MUNICIPAL TANK          APPROX.12.3 KM 2954915.5 |
 QN0463| QN0468 PARK FALLS FLAMBEAU PAPER STK       APPROX.10.9 KM 2994754.3 |
 QN0463|---------------------------------------------------------------------|
 QN0463
 QN0463                          SUPERSEDED SURVEY CONTROL
 QN0463
 QN0463  NAD 83(1986)-  45 53 12.36372(N)    090 19 28.60618(W) AD(       ) 2
 QN0463  NAD 27      -  45 53 12.52300(N)    090 19 28.04000(W) AD(       ) 2
 QN0463
 QN0463.Superseded values are not recommended for survey control.
 QN0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0463.See file dsdata.txt to determine how the superseded data were derived.
 QN0463
 QN0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL0758184948(NAD 83)
 QN0463_MARKER: DS = TRIANGULATION STATION DISK
 QN0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0463
 QN0463  HISTORY     - Date     Condition        Report By
 QN0463  HISTORY     - 1952     MONUMENTED       CGS
 QN0463  HISTORY     - 20030905 MARK NOT FOUND   USPSQD
 QN0463
 QN0463                          STATION DESCRIPTION
 QN0463
 QN0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QN0463'THE STATION IS LOCATED ABOUT 4.5 MILES EAST OF FIFIELD AND
 QN0463'AT THE FIFIELD LOOKOUT TOWER.
 QN0463'
 QN0463'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 13
 QN0463'AND 70 IN FIFIELD, GO EAST ON STATE HIGHWAY 70 FOR 4.65
 QN0463'MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE
 QN0463'STRAIGHT AHEAD FOR 0.35 MILE TO A SIDE ROAD LEFT AND SIGN
 QN0463'FIFIELD TOWER, TURN LEFT, NORTH FOR 0.1 MILE TO THE FIFIELD
 QN0463'LOOKOUT TOWER AND STATION AS DESCRIBED.
 QN0463'
 QN0463'THE STATION MARK IS STAMPED FIFIELD 1952.  IT IS A STANDARD
 QN0463'DISK SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
 QN0463'IT IS 4 FEET NORTHWEST OF A WHITE WITNESS POST.
 QN0463'
 QN0463'REFERENCE MARK NO. 1 IS STAMPED FIFIELD NO 1 1952.  IT IS
 QN0463'A STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT
 QN0463'PROJECTS 3 FEET ON THE SOUTH SIDE.  IT IS ABOUT 8 FEET BELOW
 QN0463'STATION ELEVATION.
 QN0463'
 QN0463'A U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED FIFIELD TOWER 1934
 QN0463'WAS USED FOR THE SECOND REFERENCE MARK.  IT IS SET IN A 6 X 6
 QN0463'INCH SQUARE CONCRETE POST THAT PROJECTS 5 INCHES.  IT IS
 QN0463'SET DIRECTLY UNDER THE CENTER OF THE FIFIELD LOOKOUT TOWER.
 QN0463'
 QN0463'THE AZIMUTH MARK IS STAMPED FIFIELD 1952.  IT IS A STANDARD DISK
 QN0463'SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
 QN0463'IT IS 48 FEET SOUTH OF CENTERLINE OF STATE HIGHWAY 70, 9 FEET
 QN0463'SOUTH OF A TELEPHONE POLE AND 3 FEET SOUTH OF A WITNESS POST.
 QN0463'
 QN0463'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 QN0463
 QN0463                          STATION RECOVERY (2003)
 QN0463
 QN0463'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 QN0463'THE STATION, RM 1 AND AZIMUTH MARK WERE NOT FOUND.  RM 2 WAS
 QN0463'RECOVERED.  TO REACH THE LOOKOUT TOWER, FROM THE JUNCTION OF HIGHWAYS
 QN0463'13 AND 70, GO EAST ON HIGHWAY 70 FOR 4.5 MILES TO A
 QN0463'--CHEQUAMEGON-NICOLET NATIONAL FOREST-- SIGN.  CONTINUE EAST ON
 QN0463'HIGHWAY 70 FOR 0.2 MILE TO A GRASSY ROAD TO THE LEFT (NORTH) UP A HILL
 QN0463'TO THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0464 ***********************************************************************
 QN0464  DESIGNATION -  FIFIELD TOWER
 QN0464  PID         -  QN0464
 QN0464  STATE/COUNTY-  WI/PRICE
 QN0464  USGS QUAD   -  BLOCKHOUSE LAKE (1984)
 QN0464
 QN0464                         *CURRENT SURVEY CONTROL
 QN0464  ___________________________________________________________________
 QN0464* NAD 83(1991)-  45 53 12.47646(N)    090 19 27.65612(W)     ADJUSTED  
 QN0464* NAVD 88     -       484.     (meters)    1588.     (feet)  SCALED    
 QN0464  ___________________________________________________________________
 QN0464  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 QN0464  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 QN0464
 QN0464  HORZ ORDER  -  THIRD
 QN0464
 QN0464.The horizontal coordinates were established by classical geodetic methods
 QN0464.and adjusted by the National Geodetic Survey in November 1991..
 QN0464
 QN0464.The orthometric height was scaled from a topographic map.
 QN0464
 QN0464.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0464
 QN0464.The geoid height was determined by GEOID03.
 QN0464
 QN0464;                    North         East     Units Scale Factor Converg.
 QN0464;SPC WI N     -    80,089.523   574,824.819   MT  0.99995731   -0 14 02.3
 QN0464;SPC WI N     -   262,760.38  1,885,904.43   sFT  0.99995731   -0 14 02.3
 QN0464;UTM  15      - 5,084,951.724   707,601.710   MT  1.00012987   +1 55 18.2
 QN0464
 QN0464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0464!SPC WI N     -   0.99992892  x   0.99995731  =   0.99988624
 QN0464!UTM  15      -   0.99992892  x   1.00012987  =   1.00005879
 QN0464
 QN0464                          SUPERSEDED SURVEY CONTROL
 QN0464
 QN0464  NAD 83(1986)-  45 53 12.47129(N)    090 19 27.65100(W) AD(       ) 4
 QN0464  NAD 27      -  45 53 12.63100(N)    090 19 27.08500(W) AD(       ) 3
 QN0464
 QN0464.Superseded values are not recommended for survey control.
 QN0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0464.See file dsdata.txt to determine how the superseded data were derived.
 QN0464
 QN0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL0760284952(NAD 83)
 QN0464_MARKER: DD = SURVEY DISK
 QN0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0464_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QN0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0464+STABILITY: SURFACE MOTION
 QN0464
 QN0464  HISTORY     - Date     Condition        Report By
 QN0464  HISTORY     - 1934     MONUMENTED       USGS
 QN0464  HISTORY     - 1952     GOOD             USGS
 QN0464  HISTORY     - 20030905 GOOD             USPSQD
 QN0464
 QN0464                          STATION DESCRIPTION
 QN0464
 QN0464'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (LFW)
 QN0464'THE STATION IS LOCATED ABOUT 4.5 MILES EAST OF FIFIELD AND
 QN0464'AT THE FIFIELD LOOKOUT TOWER.
 QN0464'
 QN0464'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 13
 QN0464'AND 70 IN FIFIELD, GO EAST ON STATE HIGHWAY 70 FOR 5.0 MILES
 QN0464'TO A SIGN LEFT FIFIELD TOWER, TURN LEFT, NORTH FOR 0.1 MILE
 QN0464'TO THE STATION AS DESCRIBED.
 QN0464'
 QN0464'THE MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED FIFIELD TOWER
 QN0464'1934.  IT IS SET IN A 6 X 6 INCH SQUARE CONCRETE MONUMENT THAT
 QN0464'PROJECTS 3 INCHES.  IT IS SET DIRECTLY UNDER THE CENTER OF THE
 QN0464'FIFIELD LOOKOUT TOWER.
 QN0464'
 QN0464'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 QN0464'FIFIELD AND THE DISTANCE IS 68.44 FEET (20.861 METERS).
 QN0464
 QN0464                          STATION RECOVERY (2003)
 QN0464
 QN0464'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 QN0464'THE STATION WAS RECOVERED IN GOOD CONDITION.   TO REACH THE LOOKOUT
 QN0464'TOWER, FROM THE JUNCTION OF HIGHWAYS 13 AND 70, GO EAST ON HIGHWAY 70
 QN0464'FOR 4.5 MILES TO A --CHEQUAMEGON-NICOLET NATIONAL FOREST-- SIGN.
 QN0464'CONTINUE EAST ON HIGHWAY 70 FOR 0.2 MILE TO A GRASSY ROAD TO THE LEFT
 QN0464'(NORTH) UP A HILL TO THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0499 ***********************************************************************
 PO0499  DESIGNATION -  FINLEY
 PO0499  PID         -  PO0499
 PO0499  STATE/COUNTY-  WI/WOOD
 PO0499  USGS QUAD   -  QUAIL POINT FLOWAGE (1984)
 PO0499
 PO0499                         *CURRENT SURVEY CONTROL
 PO0499  ___________________________________________________________________
 PO0499* NAD 83(1991)-  44 16 04.07670(N)    090 08 27.38898(W)     ADJUSTED  
 PO0499* NAVD 88     -       292.955  (meters)     961.14   (feet)  ADJUSTED  
 PO0499  ___________________________________________________________________
 PO0499  LAPLACE CORR-          -4.16  (seconds)                    DEFLEC99
 PO0499  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 PO0499  DYNAMIC HT  -         292.900 (meters)     960.96  (feet)  COMP
 PO0499  MODELED GRAV-     980,420.6   (mgal)                       NAVD 88
 PO0499
 PO0499  HORZ ORDER  -  FIRST
 PO0499  VERT ORDER  -  FIRST     CLASS II
 PO0499
 PO0499.The horizontal coordinates were established by classical geodetic methods
 PO0499.and adjusted by the National Geodetic Survey in November 1991..
 PO0499
 PO0499.The orthometric height was determined by differential leveling
 PO0499.and adjusted by the National Geodetic Survey in June 1991..
 PO0499
 PO0499.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0499
 PO0499.The geoid height was determined by GEOID03.
 PO0499
 PO0499.The dynamic height is computed by dividing the NAVD 88
 PO0499.geopotential number by the normal gravity value computed on the
 PO0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0499.degrees latitude (g = 980.6199 gals.).
 PO0499
 PO0499.The modeled gravity was interpolated from observed gravity values.
 PO0499
 PO0499;                    North         East     Units Scale Factor Converg.
 PO0499;SPC WI C     -    48,286.880   588,746.641   MT  0.99999668   -0 05 58.0
 PO0499;SPC WI C     -   158,421.21  1,931,579.60   sFT  0.99999668   -0 05 58.0
 PO0499;SPC WI S     -   251,953.507   588,746.074   MT  1.00004707   -0 05 48.6
 PO0499;SPC WI S     -   826,617.46  1,931,577.74   sFT  1.00004707   -0 05 48.6
 PO0499;UTM  15      - 4,905,593.126   728,191.494   MT  1.00024044   +1 59 47.5
 PO0499
 PO0499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0499!SPC WI C     -   0.99995951  x   0.99999668  =   0.99995619
 PO0499!SPC WI S     -   0.99995951  x   1.00004707  =   1.00000658
 PO0499!UTM  15      -   0.99995951  x   1.00024044  =   1.00019994
 PO0499
 PO0499                          SUPERSEDED SURVEY CONTROL
 PO0499
 PO0499  NAD 83(1986)-  44 16 04.07448(N)    090 08 27.39874(W) AD(       ) 1
 PO0499  NAD 27      -  44 16 04.20567(N)    090 08 26.89316(W) AD(       ) 1
 PO0499  NGVD 29 (07/19/86)  292.96   (m)          961.2    (f) LEVELING    3  
 PO0499
 PO0499.Superseded values are not recommended for survey control.
 PO0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0499.See file dsdata.txt to determine how the superseded data were derived.
 PO0499
 PO0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK2819105593(NAD 83)
 PO0499_MARKER: DE = TRAVERSE STATION DISK
 PO0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0499_SP_SET: CONCRETE POST
 PO0499_STAMPING: FINLEY 1926
 PO0499_MARK LOGO: CGS   
 PO0499_PROJECTION: FLUSH
 PO0499_MAGNETIC: N = NO MAGNETIC MATERIAL
 PO0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0499+STABILITY: SURFACE MOTION
 PO0499_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PO0499+SATELLITE: SATELLITE OBSERVATIONS - 2004
 PO0499
 PO0499  HISTORY     - Date     Condition        Report By
 PO0499  HISTORY     - 1926     MONUMENTED       CGS
 PO0499  HISTORY     - 1930     GOOD             CGS
 PO0499  HISTORY     - 1975     GOOD             WIDT
 PO0499  HISTORY     - 1985     GOOD             NGS
 PO0499  HISTORY     - 19940430 GOOD             USPSQD
 PO0499  HISTORY     - 19970815 GOOD             NGS
 PO0499  HISTORY     - 2004     GOOD             WIDT
 PO0499
 PO0499                          STATION DESCRIPTION
 PO0499
 PO0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PO0499'STATION IS LOCATED ABOUT 3-3/4 MILES N OF FINLEY ON POINT
 PO0499'OF INTERSECTION E RAIL FROM THE N AND W RAIL FROM THE S AT
 PO0499'FIRST CURVE N OF FINLEY DEPOT, ABOUT 175 FEET N OF COUNTY ROAD
 PO0499'CROSSING.  COUNTY ROAD D INTERSECTS THIS ROAD AT E SIDE OF
 PO0499'TRACK.
 PO0499'
 PO0499'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 PO0499'IN CONCRETE POSTS.
 PO0499
 PO0499                          STATION RECOVERY (1930)
 PO0499
 PO0499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PO0499'STATION MARK WAS FOUND AS DESCRIBED IN GOOD CONDITION.
 PO0499'DESCRIPTION ADEQUATE.
 PO0499
 PO0499                          STATION RECOVERY (1975)
 PO0499
 PO0499'RECOVERY NOTE BY WI DEPT OF TRANSP 1975 (RS)
 PO0499'FINLEY 1926-GOOD
 PO0499'
 PO0499'DESCRIPTION IN REGARD TO FINLEY AND RAILROAD TRACKS ADEQUATE.
 PO0499'175 FT N OF TOWN ROAD CROSSING TOWN ROAD INTERSECTS STH 80
 PO0499'WEST OF RAILROAD TRACKS.
 PO0499
 PO0499                          STATION RECOVERY (1985)
 PO0499
 PO0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PO0499'5.5 KM (3.4 MI) SOUTH FROM BABCOCK.
 PO0499'5.5 KM (3.4 MI) SOUTHERLY ALONG STATE HIGHWAY 80 FROM ITS JUNCTION
 PO0499'WITH STATE HIGHWAY 173 IN BABCOCK, 53.3 M (174.9 FT) NORTH OF THE
 PO0499'CENTER OF A DIRT ROAD LEADING EAST, 22.7 M (74.5 FT) WEST OF THE NEAR
 PO0499'RAIL OF THE CHICAGO, MILWAUKEE, ST PAUL, AND PACIFIC RAILROAD, 18.6 M
 PO0499'(61.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, AND 5.6 M (18.4 FT)
 PO0499'SOUTHEAST OF A 30-INCH PINE TREE.
 PO0499'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 PO0499'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 PO0499
 PO0499                          STATION RECOVERY (1994)
 PO0499
 PO0499'RECOVERY NOTE BY US POWER SQUADRON 1994
 PO0499'RECOVERED IN GOOD CONDITION.
 PO0499
 PO0499                          STATION RECOVERY (1997)
 PO0499
 PO0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 PO0499'RECOVERED AS DESCRIBED.
 PO0499
 PO0499                          STATION RECOVERY (2004)
 PO0499
 PO0499'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 PO0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB) STATION IS LOCATED
 PO0499'ABOUT 3-3/4 MI (6.04 KM) NORTH OF FINLEY ON POINT OF INTERSECTION EAST
 PO0499'RAIL FROM THE NORTH AND WEST RAIL FROM THE SOUTH AT FIRST CURVE NORTH
 PO0499'OF FINLEY DEPOT, ABOUT 175 FT (53.3 M) NORTH OF COUNTY ROAD CROSSING.
 PO0499'COUNTY ROAD D INTERSECTS THIS ROAD AT EAST SIDE OF TRACK.
 PO0499' 
 PO0499'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 PO0499'CONCRETE POSTS.
 PO0499' 
 PO0499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL) STATION MARK WAS
 PO0499'FOUND AS DESCRIBED IN GOOD CONDITION. DESCRIPTION ADEQUATE.
 PO0499' 
 PO0499'RECOVERY NOTE BY WI DEPT OF TRANSP 1975 (RS) FINLEY 1926-GOOD
 PO0499'DESCRIPTION IN REGARD TO FINLEY AND RAILROAD TRACKS ADEQUATE. 175 FT
 PO0499'NORTH OF TOWN ROAD CROSSING TOWN ROAD INTERSECTS STH 80 WEST OF
 PO0499'RAILROAD TRACKS.
 PO0499' 
 PO0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 5.5 KM (3.4 MI) SOUTH
 PO0499'FROM BABCOCK. 5.5 KM (3.4 MI) SOUTHERLY ALONG STATE HIGHWAY 80 FROM
 PO0499'ITS JUNCTION WITH STATE HIGHWAY 173 IN BABCOCK, 53.3 M (174.9 FT)
 PO0499'NORTH OF THE CENTER OF A DIRT ROAD LEADING EAST, 22.7 M (74.5 FT) WEST
 PO0499'OF THE NEAR RAIL OF THE CHICAGO, MILWAUKEE, ST PAUL, AND PACIFIC
 PO0499'RAILROAD, 18.6 M (61.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, AND
 PO0499'5.6 M (18.4 FT) SOUTHEAST OF A 30-INCH (76 CM) PINE TREE. THE MARK IS
 PO0499'0.3 M (1.0 FT) EAST FROM A WITNESS POST THE MARK IS 0.9 M (3.0 FT)
 PO0499'BELOW THE HIGHWAY.
 PO0499' 
 PO0499'RECOVERY NOTE BY US POWER SQUADRON 1994 RECOVERED IN GOOD CONDITION.
 PO0499' 
 PO0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM) RECOVERED AS
 PO0499'DESCRIBED.
 PO0499' 
 PO0499'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5640 ***********************************************************************
 DH5640  DESIGNATION -  FINLEY C GPS
 DH5640  PID         -  DH5640
 DH5640  STATE/COUNTY-  WI/JUNEAU
 DH5640  USGS QUAD   -  FINLEY (1969)
 DH5640
 DH5640                         *CURRENT SURVEY CONTROL
 DH5640  ___________________________________________________________________
 DH5640* NAD 83(1997)-  44 12 45.31527(N)    090 08 12.16729(W)     ADJUSTED  
 DH5640* NAVD 88     -                                                        
 DH5640  ___________________________________________________________________
 DH5640  X           -     -10,926.438 (meters)                     COMP
 DH5640  Y           -  -4,579,205.711 (meters)                     COMP
 DH5640  Z           -   4,425,230.844 (meters)                     COMP
 DH5640  LAPLACE CORR-          -4.19  (seconds)                    DEFLEC99
 DH5640  ELLIP HEIGHT-         254.99  (meters)          (08/01/05) GPS OBS
 DH5640  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 DH5640
 DH5640  HORZ ORDER  -  FIRST
 DH5640  ELLP ORDER  -  SECOND    CLASS I
 DH5640
 DH5640.The horizontal coordinates were established by GPS observations
 DH5640.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5640
 DH5640
 DH5640.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5640
 DH5640.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5640
 DH5640.The ellipsoidal height was determined by GPS observations
 DH5640.and is referenced to NAD 83.
 DH5640
 DH5640.The geoid height was determined by GEOID03.
 DH5640
 DH5640;                    North         East     Units Scale Factor Converg.
 DH5640;SPC WI S     -   245,817.775   589,073.633   MT  1.00003291   -0 05 38.2
 DH5640;SPC WI S     -   806,487.15  1,932,652.41   sFT  1.00003291   -0 05 38.2
 DH5640;UTM  15      - 4,899,472.208   728,742.969   MT  1.00024355   +1 59 51.0
 DH5640
 DH5640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5640!SPC WI S     -   0.99996002  x   1.00003291  =   0.99999293
 DH5640!UTM  15      -   0.99996002  x   1.00024355  =   1.00020356
 DH5640
 DH5640                          SUPERSEDED SURVEY CONTROL
 DH5640
 DH5640.No superseded survey control is available for this station.
 DH5640
 DH5640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ2874399472(NAD 83)
 DH5640_MARKER: DD = SURVEY DISK
 DH5640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5640_STAMPING: FINLEY C GPS 2004
 DH5640_MARK LOGO: WIDT  
 DH5640_PROJECTION: FLUSH
 DH5640_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5640+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH5640
 DH5640  HISTORY     - Date     Condition        Report By
 DH5640  HISTORY     - 2003     MONUMENTED       WIDT
 DH5640  HISTORY     - 20051228 GOOD             WIDT
 DH5640
 DH5640                          STATION DESCRIPTION
 DH5640
 DH5640'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5640'OWNERSHIP--WISCONSIN DEPRATMENT OF TRANSPORTATION.  TO REACH THE
 DH5640'STATION FROM THE  JUNCTION OF STATE HIGHWAY 80 WITH COUNTY HIGHWAY F
 DH5640'AND 4TH STREET ABOUT 3 MI NORTH OF  THE VILLAGE OF NECEDAH, GO SOUTH
 DH5640'ON STATE HIGHWAY 80 FOR 0.05 MI TO THE STATION ON THE  LEFT.  THE
 DH5640'STATION IS A  BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH5640'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DH5640'CONCRETE POST  ABOUT 1 M BELOW THE HIGHWAY PAVEMENT.  THE STATION IS
 DH5640'15.6 M EAST OF THE CENTERLINE OF  STATE HIGHWAY 80,  67 M SOUTH OF THE
 DH5640'CENTERLINE OF COUNTY HIGHWAY F, 27.8 M NORTH-NORTHEAST OF THE  EASTERN
 DH5640'MOST WOOD POST FOR A --FINLEY UNINCORPORATED-- SIGN, 22.0 M WEST OF
 DH5640'THE  WESTERN RAIL OF THE RAILROAD TRACKS, 1.0 M EAST OF AN  ORANGE 4X4
 DH5640'PLASTIC WITNESS POST, 1.0 M SOUTHWEST OF AN  ORANGE 4X4  PLASTIC
 DH5640'WITNESS POST AND 1.0 M NORTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS
 DH5640'POST.   ---NOTE---THIS  STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING
 DH5640'HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DH5640
 DH5640                          STATION RECOVERY (2005)
 DH5640
 DH5640'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5640'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1309 ***********************************************************************
 PN1309  DESIGNATION -  FIRKUS
 PN1309  PID         -  PN1309
 PN1309  STATE/COUNTY-  WI/PORTAGE
 PN1309  USGS QUAD   -  POLONIA (1986)
 PN1309
 PN1309                         *CURRENT SURVEY CONTROL
 PN1309  ___________________________________________________________________
 PN1309* NAD 83(1991)-  44 31 07.63074(N)    089 26 04.92796(W)     ADJUSTED  
 PN1309* NAVD 88     -       375.8    (meters)    1233.     (feet)  VERTCON   
 PN1309  ___________________________________________________________________
 PN1309  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 PN1309  GEOID HEIGHT-         -35.94  (meters)                     GEOID03
 PN1309
 PN1309  HORZ ORDER  -  SECOND
 PN1309
 PN1309.The horizontal coordinates were established by classical geodetic methods
 PN1309.and adjusted by the National Geodetic Survey in November 1991..
 PN1309
 PN1309.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1309
 PN1309.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1309
 PN1309.The geoid height was determined by GEOID03.
 PN1309
 PN1309;                    North         East     Units Scale Factor Converg.
 PN1309;SPC WI C     -    76,322.578   644,941.288   MT  0.99996005   +0 23 55.9
 PN1309;SPC WI C     -   250,401.66  2,115,944.88   sFT  0.99996005   +0 23 55.9
 PN1309;UTM  16      - 4,932,379.262   306,507.751   MT  1.00006044   -1 42 27.4
 PN1309
 PN1309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1309!SPC WI C     -   0.99994672  x   0.99996005  =   0.99990677
 PN1309!UTM  16      -   0.99994672  x   1.00006044  =   1.00000715
 PN1309
 PN1309:                Primary Azimuth Mark                     Grid Az
 PN1309:SPC WI C     -  PORTAGE COUNTY POLICE MAST               043 22 54.1
 PN1309:UTM  16      -  PORTAGE COUNTY POLICE MAST               045 29 17.4
 PN1309
 PN1309|---------------------------------------------------------------------|
 PN1309| PID    Reference Object                     Distance      Geod. Az  |
 PN1309|                                                           dddmmss.s |
 PN1309| PN1029 PORTAGE COUNTY POLICE MAST          APPROX. 0.6 KM 0434650.0 |
 PN1309| CS5556 ST MARYS CHURCH SPIRE                              0692700.0 |
 PN1309| CS5501 FIRKUS RM 1                          12.869 METERS 17014     |
 PN1309| CS5502 FIRKUS RM 2                          11.410 METERS 24441     |
 PN1309| PN1176 STEVENS POINT MUN TANK              APPROX.11.7 KM 2692141.6 |
 PN1309| PN1178 STEVENS POINT ST PETERS CH          APPROX.12.1 KM 2752611.1 |
 PN1309| PN1311 GEORGE STIEN STACK                  APPROX.11.0 KM 2783402.8 |
 PN1309| PN1180 STEVENS POINT RAD STA WSPT          APPROX.12.9 KM 2793600.3 |
 PN1309| PN1179 STEVENS POINT CABLE TV MAST         APPROX.13.0 KM 2871944.5 |
 PN1309|---------------------------------------------------------------------|
 PN1309
 PN1309                          SUPERSEDED SURVEY CONTROL
 PN1309
 PN1309  NAD 83(1986)-  44 31 07.62857(N)    089 26 04.93729(W) AD(       ) 2
 PN1309  NGVD 29 (03/14/91)  375.8    (m)         1233.     (f) VERT ANG       
 PN1309
 PN1309.Superseded values are not recommended for survey control.
 PN1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1309.See file dsdata.txt to determine how the superseded data were derived.
 PN1309
 PN1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ0650832379(NAD 83)
 PN1309_MARKER: DE = TRAVERSE STATION DISK
 PN1309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN1309_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1309+STABILITY: SURFACE MOTION
 PN1309_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN1309+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2003
 PN1309
 PN1309  HISTORY     - Date     Condition        Report By
 PN1309  HISTORY     - 1980     MONUMENTED       WIDT
 PN1309  HISTORY     - 20031018 GOOD             USPSQD
 PN1309
 PN1309                          STATION DESCRIPTION
 PN1309
 PN1309'DESCRIBED BY WI DEPT OF TRANSP 1980 (LTK)
 PN1309'THE STATION IS LOCATED ALONG USH 10 ABOUT 6 MILES WEST NORTHWEST OF
 PN1309'NELSONVILLE AND 5 MILES EAST OF STEVENS POINT.
 PN1309'
 PN1309'TO REACH THE STATION FROM THE JUNCTION OF USH 10 AND CTH J ABOUT 4.5
 PN1309'MILES EAST OF STEVENS POINT, GO EAST ON USH 10 FOR 0.55 MILE TO THE
 PN1309'STATION ON THE LEFT NEAR THE TOP OF A HILL AND ABOUT 100 FEET
 PN1309'NORTHEAST OF THE CENTER OF USH 10.
 PN1309'
 PN1309'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---FIRKUS 1980---.
 PN1309'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL
 PN1309'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 131.8
 PN1309'FEET SOUTH SOUTHWEST OF THE CENTER OF A DEAD END STREET (OLD USH 10),
 PN1309'101.8 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A GARAGE, AND 97.7
 PN1309'FEET NORTHEAST OF THE CENTER OF USH 10.  THE UNDERGROUND DISK IS SET
 PN1309'IN AN IRREGULAR MASS OF CONCRETE 4.5 FEET BELOW GROUND.
 PN1309'
 PN1309'REFERENCE MARK 1 IS A STANDARD WIDT DISK STAMPED---FIRKUS RM 1 1980---
 PN1309'SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT
 PN1309'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 143.0 FEET SOUTHEAST OF
 PN1309'THE SOUTHEAST CORNER OF A GARAGE, 64.0 FEET NORTHEAST OF THE CENTER OF
 PN1309'USH 10, 41.0 FEET SOUTHEAST OF A METAL WITNESS POST, AND 2.5 FEET
 PN1309'LOWER THAN THE STATION.
 PN1309'
 PN1309'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---FIRKUS RM 2 1980---
 PN1309'SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT
 PN1309'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 111.0 FEET SOUTHEAST OF
 PN1309'THE SOUTHEAST CORNER OF A GARAGE, 64.0 FEET NORTHEAST OF THE CENTER OF
 PN1309'USH 10, 36.0 FEET SOUTHWEST OF A METAL WITNESS POST, AND 2.5 FEET
 PN1309'LOWER THAN THE STATION.
 PN1309'
 PN1309'THE STATION, ST MARYS CHURCH SPIRE, IS THE BASE OF THE CROSS AT THE
 PN1309'POINT OF THE SPIRE ATOP THE ST MARYS CHURCH CUSTER.  THE CHURCH IS
 PN1309'WHITE WITH A BLACK ROOF AND THE SPIRE IS ABOUT 80 FEET HIGH.  IT IS
 PN1309'LOCATED 90 FEET NORTH OF THE CENTER OF CTH Q AND 400 FEET WEST OF THE
 PN1309'JUNCTION OF CTH K, CTH KK, AND CTH Q ABOUT 0.5 MILE NORTH OF CUSTER.
 PN1309'THIS LANDMARK STATION IS NOT TO BE POSITIONED BUT IS ONLY TO PROVIDE
 PN1309'AZIMUTH CONTROL FROM FIRKUS WIDT.  NO OTHER AZIMUTH MARK WAS SET.
 PN1309'
 PN1309'THE HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS 1.54 METERS.
 PN1309
 PN1309                          STATION RECOVERY (2003)
 PN1309
 PN1309'RECOVERY NOTE BY US POWER SQUADRON 2003 (DS)
 PN1309'STATION GOOD
 PN1309'REFERENCE MARK GOOD, BUT STAMPED 1982 NOT 1980
 PN1309'REFERENCE MARK GOOD, BUT STAMPED 1982 NOT 1980
 PN1309'STATION IS 159 FEET WEST OF A 18 FOOT TALL WHITE CROSS.
 PN1309'THE STATION, ST MARYS CHURCH SPIRE IS AS DESCRIBED BEFORE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0548 ***********************************************************************
 PO0548  DESIGNATION -  FISCHER
 PO0548  PID         -  PO0548
 PO0548  STATE/COUNTY-  WI/CLARK
 PO0548  USGS QUAD   -  RIPLINGER (1981)
 PO0548
 PO0548                         *CURRENT SURVEY CONTROL
 PO0548  ___________________________________________________________________
 PO0548* NAD 83(1991)-  44 51 44.05491(N)    090 26 57.77367(W)     ADJUSTED  
 PO0548* NAVD 88     -       391.93   (+/-2cm)    1285.9    (feet)  VERTCON   
 PO0548  ___________________________________________________________________
 PO0548  LAPLACE CORR-          -6.76  (seconds)                    DEFLEC99
 PO0548  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 PO0548
 PO0548  HORZ ORDER  -  FIRST
 PO0548  VERT ORDER  -  THIRD ? (See Below)
 PO0548
 PO0548.The horizontal coordinates were established by classical geodetic methods
 PO0548.and adjusted by the National Geodetic Survey in November 1991..
 PO0548
 PO0548.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0548.The vertical order pertains to the NGVD 29 superseded value.
 PO0548
 PO0548.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0548
 PO0548.The geoid height was determined by GEOID03.
 PO0548
 PO0548;                    North         East     Units Scale Factor Converg.
 PO0548;SPC WI C     -   114,428.672   564,485.167   MT  0.99994073   -0 19 01.5
 PO0548;SPC WI C     -   375,421.40  1,851,981.75   sFT  0.99994073   -0 19 01.5
 PO0548;UTM  15      - 4,970,811.895   701,509.305   MT  1.00009934   +1 47 59.4
 PO0548
 PO0548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0548!SPC WI C     -   0.99994369  x   0.99994073  =   0.99988442
 PO0548!UTM  15      -   0.99994369  x   1.00009934  =   1.00004302
 PO0548
 PO0548:                Primary Azimuth Mark                     Grid Az
 PO0548:SPC WI C     -  PEACOCK                                  316 25 11.4
 PO0548:UTM  15      -  PEACOCK                                  314 18 10.5
 PO0548
 PO0548|---------------------------------------------------------------------|
 PO0548| PID    Reference Object                     Distance      Geod. Az  |
 PO0548|                                                           dddmmss.s |
 PO0548| PO0016 PEACOCK                             APPROX. 5.3 KM 3160609.9 |
 PO0548| CJ4948 FISCHER RM                           10.490 METERS 33843     |
 PO0548|---------------------------------------------------------------------|
 PO0548
 PO0548                          SUPERSEDED SURVEY CONTROL
 PO0548
 PO0548  NAD 83(1986)-  44 51 44.04651(N)    090 26 57.78450(W) AD(       ) 1
 PO0548  NAD 27      -  44 51 44.16000(N)    090 26 57.31300(W) AD(       ) 1
 PO0548  NGVD 29 (07/19/86)  391.92   (m)         1285.8    (f) LEVELING    3  
 PO0548
 PO0548.Superseded values are not recommended for survey control.
 PO0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0548.See file dsdata.txt to determine how the superseded data were derived.
 PO0548
 PO0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK0150970812(NAD 83)
 PO0548_MARKER: DS = TRIANGULATION STATION DISK
 PO0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0548
 PO0548  HISTORY     - Date     Condition        Report By
 PO0548  HISTORY     - 1921     MONUMENTED       CGS
 PO0548  HISTORY     - 1930     POOR             CGS
 PO0548  HISTORY     - 1934     POOR             CGS
 PO0548
 PO0548                          STATION DESCRIPTION
 PO0548
 PO0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 PO0548'STATION IS LOCATED ABOUT 2 MILES N OF ATWOOD, FLAGSTOP ON
 PO0548'THE SOO LINE ON THE E SIDE OF THE TRACK OF THE MINNEAPOLIS,
 PO0548'ST. PAUL AND SAULT STE. MARIE RAILWAY AT THE FIRST CURVE N
 PO0548'OF THE ABOVE FLAGSTOP.  IT IS NOT ON THE EXTENSION OF EITHER
 PO0548'RAIL.  IT IS JUST S OF PRIVATE ROAD CROSSING LEADING TO A
 PO0548'PASTURE.  IT IS OPPOSITE THE ELEVENTH TELEGRAPH POLE N OF
 PO0548'MILEPOST 300.  IT IS ABOUT 1 MILE S OF WOODEN HIGHWAY OVERHEAD
 PO0548'BRIDGE AND ABOUT 50 METERS S OF CULVERT 300 Q.  REFERENCE
 PO0548'MARK IS ON THE SAME SIDE OF THE TRACK NEAR TELEGRAPH POLE
 PO0548'AT GATE.  E RAIL DISTANT--2.782 METERS (9.12 FEET).
 PO0548'
 PO0548'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD
 PO0548'BRONZE DISKS SET IN CONCRETE POSTS.
 PO0548
 PO0548                          STATION RECOVERY (1930)
 PO0548
 PO0548'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PO0548'THE DESCRIPTION SHOULD READ TWO MILES S OF ATWOOD INSTEAD OF
 PO0548'TWO MILES N OF ATWOOD FIRST CURVE S OF THE ABOVE FLAGSTOP
 PO0548'INSTEAD OF FIRST CURVE N OF THE ABOVE FLAGSTOP N OF MILEPOST
 PO0548'300.
 PO0548'
 PO0548'THE MARK SHOWS SIGNS OF HAVING BEEN DISTURBED.
 PO0548'
 PO0548'THE SURFACE MARK WAS FOUND TO BE SHALLOW AND WAS UNDOUBTEDLY
 PO0548'PUSHED UP BY FROST.  UNDERGROUND MARK IS UNDOUBTEDLY IN GOOD
 PO0548'CONDITION.
 PO0548
 PO0548                          STATION RECOVERY (1934)
 PO0548
 PO0548'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WM)
 PO0548'STATION FOUND AS DESCRIBED.  BOTH MARKS FOUND, BUT APPEAR
 PO0548'TO BE IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0861 ***********************************************************************
 RM0861  DESIGNATION -  FISH
 RM0861  PID         -  RM0861
 RM0861  STATE/COUNTY-  WI/DOUGLAS
 RM0861  USGS QUAD   -  OULU (1984)
 RM0861
 RM0861                         *CURRENT SURVEY CONTROL
 RM0861  ___________________________________________________________________
 RM0861* NAD 83(1991)-  46 44 53.55748(N)    091 33 13.06954(W)     ADJUSTED  
 RM0861* NAVD 88     -       198.     (meters)     650.     (feet)  SCALED    
 RM0861  ___________________________________________________________________
 RM0861  LAPLACE CORR-         -13.84  (seconds)                    DEFLEC99
 RM0861  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 RM0861
 RM0861  HORZ ORDER  -  SECOND
 RM0861
 RM0861.The horizontal coordinates were established by classical geodetic methods
 RM0861.and adjusted by the National Geodetic Survey in March 1999..
 RM0861
 RM0861.The orthometric height was scaled from a topographic map.
 RM0861
 RM0861.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0861
 RM0861.The geoid height was determined by GEOID03.
 RM0861
 RM0861;                    North         East     Units Scale Factor Converg.
 RM0861;SPC WI N     -   176,947.517   481,291.090   MT  0.99999668   -1 07 14.7
 RM0861;SPC WI N     -   580,535.31  1,579,035.85   sFT  0.99999668   -1 07 14.7
 RM0861;UTM  15      - 5,178,199.996   610,475.891   MT  0.99975001   +1 03 12.8
 RM0861
 RM0861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0861!SPC WI N     -   0.99997359  x   0.99999668  =   0.99997027
 RM0861!UTM  15      -   0.99997359  x   0.99975001  =   0.99972361
 RM0861
 RM0861:                Primary Azimuth Mark                     Grid Az
 RM0861:SPC WI N     -  FISH AZ MK                               092 00 21.6
 RM0861:UTM  15      -  FISH AZ MK                               089 49 54.1
 RM0861
 RM0861|---------------------------------------------------------------------|
 RM0861| PID    Reference Object                     Distance      Geod. Az  |
 RM0861|                                                           dddmmss.s |
 RM0861| CJ2506 FISH AZ MK                                         0905306.9 |
 RM0861| CJ2507 FISH RM 1                            25.817 METERS 13301     |
 RM0861| CJ2508 FISH RM 2                            22.175 METERS 26701     |
 RM0861|---------------------------------------------------------------------|
 RM0861
 RM0861                          SUPERSEDED SURVEY CONTROL
 RM0861
 RM0861  NAD 83(1991)-  46 44 53.55798(N)    091 33 13.06921(W) AD(       ) 2
 RM0861  NAD 83(1986)-  46 44 53.55178(N)    091 33 13.06791(W) AD(       ) 2
 RM0861  NAD 27      -  46 44 53.78400(N)    091 33 12.40200(W) AD(       ) 2
 RM0861
 RM0861.Superseded values are not recommended for survey control.
 RM0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0861.See file dsdata.txt to determine how the superseded data were derived.
 RM0861
 RM0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM1047678200(NAD 83)
 RM0861_MARKER: DS = TRIANGULATION STATION DISK
 RM0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0861
 RM0861  HISTORY     - Date     Condition        Report By
 RM0861  HISTORY     - 1952     MONUMENTED       CGS
 RM0861  HISTORY     - 1959     GOOD             USGS
 RM0861  HISTORY     - 1977     GOOD             NGS
 RM0861
 RM0861                          STATION DESCRIPTION
 RM0861
 RM0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 RM0861'STATION IS LOCATED ABOUT 14 MILES NORT OF BRULE, ABOUT 8 MILES
 RM0861'WEST OF PORT WING, ABOUT 1.5 MILES WEST OF THE MOUTH OF FISH
 RM0861'CREEK, AND 0.3 MILE SOUTH OF THE SOUTH SHORE OF LAKE SUPERIOR.
 RM0861'IT IS 31 FEET NORTH OF THE APPROXIMATE CENTERLINE OF STATE
 RM0861'HIGHAY NO. 13, 21 FEET SOUTH OF A TRIANGULAR BLAZED TREE, AND 5
 RM0861'FEET WEST OF A WITNESS POST.  THE MARK PROJECTS 6 INCHES
 RM0861'AND THE DISK IS STAMPED FISH 1952.
 RM0861'
 RM0861'REFERENCE MARK NO. 1 IS 26 FEET SOUTH OF THE APPROXIMATE
 RM0861'CENTERLINE OF STATE HIGHWAY NO. 13.  THE MARK PROJECTS 8
 RM0861'INCHES AND THE DISK IS STAMPED FISH NO 1 1952.
 RM0861'
 RM0861'REFERENCE MARK NO. 2 IS 26 FEET NORTH OF THE APPROXIMATE
 RM0861'CENTERLINE OF STATE HIGHWAY NO. 13.  THE MARK PROJECTS 8
 RM0861'INCHES AND THE DISK IS STAMPED FISH NO 2 1952.
 RM0861'
 RM0861'AZIMUTH MARK IS 44 FEET EAST OF THE APPROXIMATE CENTERLINE
 RM0861'OF STATE HIGHWAY NO. 13, 1-1/2 FEET NORTHWEST OF A WITNESS
 RM0861'POST, AND 13 FEET WEST OF A DIM DRIVEWAY.  THE MARK PROJECTS
 RM0861'8 INCHES AND THE DISK IS STAMPED FISH 1952.
 RM0861'
 RM0861'TO REACH FROM THE JUNCTION OF STATE HIGHWAY NO. 13 AND COUNTY
 RM0861'ROUTE A AT THE PUBLIC SCHOOL BUILDING IN PORT WING, GO WEST
 RM0861'ON STATE HIGHWAY NO. 13 FOR 8.2 MILES TO THE BAYFIELD-DOUGLAS
 RM0861'COUNTY LINE, CONTINUE 0.15 MILE TO STATION ON RIGHT AS DESCRIBED.
 RM0861'
 RM0861'AZIMUTH MARK IS 0.35 EAST OF THE STATION AND ON THE RIGHT
 RM0861'(SOUTH) SIDE OF STATE HIGHWAY NO. 13.
 RM0861'
 RM0861'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 RM0861
 RM0861                          STATION RECOVERY (1959)
 RM0861
 RM0861'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 RM0861'STATION WAS RECOVERED IN GOOD CONDITION.
 RM0861'
 RM0861'THE STATION IS LOCATED 13.7 MILES N AND 1.0 MILES E OF BRULE,
 RM0861'T 49 N, R 10 W, NEAR SE CORNER SEC. 1.  31 FEET N AND 374
 RM0861'FEET W OF STATE HIGHWAY 13 AT THE DOUGLAS-BAYFIELD COUNTY
 RM0861'LINE, IN A CONCRETE POST, A STANDARD TABLET STAMPED FISH 1952.
 RM0861
 RM0861                          STATION RECOVERY (1977)
 RM0861
 RM0861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 RM0861'STATION, AZIMUTH MARKS WERE RECOVERED AND FOUND IN GOOD
 RM0861'CONDITION.  THE ROAD HAS BEEN WIDENED IN THE AREA WHERE THE STATION
 RM0861'IS MARKS (REFERENCE MARKS) WERE NOT RECOVERED.
 RM0861'
 RM0861'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 13 AND COUNTY ROAD A
 RM0861'AT THE PUBLIC SCHOOL BUILDING IN PORT WING, GO WESTERLY ON STATE
 RM0861'HIGHWAY 13 FOR 8.2 MILES TO THE BAYFIELD-DOUGLAS COUNTY LINES,
 RM0861'CONTINUE 0.15 MILE TO THE STATION ON THE RIGHT MARKED BY A
 RM0861'WITNESS POST, MARKE PROJECTS ABOUT 3 INCHES.  AZIMUTH MARK IS
 RM0861'0.35 MILE EAST OF STATION ON THE RIGHT (SOUTH) SIDE OF STATE
 RM0861'HIGHWAY 13.
 RM0861'
 RM0861'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RM0861'ABOUT 14 MILES NORTH OF BRULE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB8446 ***********************************************************************
 AB8446  DESIGNATION -  FISH
 AB8446  PID         -  AB8446
 AB8446  STATE/COUNTY-  WI/BURNETT
 AB8446  USGS QUAD   -  BASS CREEK (1983)
 AB8446
 AB8446                         *CURRENT SURVEY CONTROL
 AB8446  ___________________________________________________________________
 AB8446* NAD 83(1997)-  45 46 16.09900(N)    092 45 53.39999(W)     ADJUSTED  
 AB8446* NAVD 88     -       272.4    (meters)     894.     (feet)  GPS OBS   
 AB8446  ___________________________________________________________________
 AB8446  X           -    -214,979.207 (meters)                     COMP
 AB8446  Y           -  -4,451,566.355 (meters)                     COMP
 AB8446  Z           -   4,547,716.359 (meters)                     COMP
 AB8446  LAPLACE CORR-           7.09  (seconds)                    DEFLEC99
 AB8446  ELLIP HEIGHT-         245.41  (meters)          (01/30/03) GPS OBS
 AB8446  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AB8446
 AB8446  HORZ ORDER  -  FIRST
 AB8446  ELLP ORDER  -  FOURTH    CLASS I
 AB8446
 AB8446.The horizontal coordinates were established by GPS observations
 AB8446.and adjusted by the National Geodetic Survey in January 2003..
 AB8446
 AB8446.The orthometric height was determined by GPS observations and a
 AB8446.high-resolution geoid model.
 AB8446
 AB8446.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8446
 AB8446.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8446
 AB8446.The ellipsoidal height was determined by GPS observations
 AB8446.and is referenced to NAD 83.
 AB8446
 AB8446.The geoid height was determined by GEOID03.
 AB8446
 AB8446;                    North         East     Units Scale Factor Converg.
 AB8446;SPC WI N     -    70,925.712   384,995.656   MT  0.99996917   -1 59 40.1
 AB8446;SPC WI N     -   232,695.44  1,263,106.58   sFT  0.99996917   -1 59 40.1
 AB8446;UTM  15      - 5,068,646.822   518,284.427   MT  0.99960411   +0 10 06.6
 AB8446
 AB8446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8446!SPC WI N     -   0.99996153  x   0.99996917  =   0.99993070
 AB8446!UTM  15      -   0.99996153  x   0.99960411  =   0.99956565
 AB8446
 AB8446                          SUPERSEDED SURVEY CONTROL
 AB8446
 AB8446  NAD 83(1991)-  45 46 16.09878(N)    092 45 53.39785(W) AD(       ) 1
 AB8446  ELLIP H (12/09/96)  245.44   (m)                       GP(       ) 4 1
 AB8446
 AB8446.Superseded values are not recommended for survey control.
 AB8446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8446.See file dsdata.txt to determine how the superseded data were derived.
 AB8446
 AB8446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1828468647(NAD 83)
 AB8446_MARKER: DD = SURVEY DISK
 AB8446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8446_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8446+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB8446
 AB8446  HISTORY     - Date     Condition        Report By
 AB8446  HISTORY     - 1993     MONUMENTED       WI-013
 AB8446
 AB8446                          STATION DESCRIPTION
 AB8446
 AB8446'DESCRIBED BY BURNETT COUNTY WISCONSIN 1993
 AB8446'THE STATION IS LOCATED 29.9 KM (18.55 MI) SOUTHWEST OF THE VILLAGE OF
 AB8446'SIREN, WISCONSIN, (WHERE STATE TRUNK HIGHWAY 70 (FROM WEST) , STATE
 AB8446'TRUNK HIGHWAY 35 AND COUNTY ROAD B INTERSECT) , 6.4 KM (3.95 MI) WEST
 AB8446'OF THE VILLAGE OF GRANTSBURG, WISCONSIN, IN THE NORTHEAST QUARTER OF
 AB8446'THE NORTHWEST QUARTER, SECTION 19, T38N, R19W, TOWN OF GRANTSBURG. TO
 AB8446'REACH THE STATION FROM THE VILLAGE OF GRANTSBURG, WISCONSIN (WHERE
 AB8446'STATE HIGHWAY 70 AND STATE HIGHWAY 48/87 JUNCTION) GO WEST ALONG STATE
 AB8446'HIGHWAY 70 6.44 KM (4.00 MI) TO WEST RIVER ROAD, GO SOUTH ALONG WEST
 AB8446'RIVER ROAD 688 FEET (209.7 M) TO STATION LOCATED 33 FEET (10.1 M) WEST
 AB8446'OF ROAD.  THIS STATION IS LOCATED ON THE CLAYTON FISH PROPERTY.
 AB8446'FIBERGLASS WITNESS POST SET 3 FEET (0.9 M) NORHTEAST OF THE STATION.
 AB8446'THE STATION MARKER IS SET IN A 30 CM ROUND CONCRETE MONUMENT FLUSH
 AB8446'WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0497 ***********************************************************************
 QL0497  DESIGNATION -  FISH CREEK
 QL0497  PID         -  QL0497
 QL0497  STATE/COUNTY-  WI/DOOR
 QL0497  USGS QUAD   -  BAILEYS HARBOR WEST (1982)
 QL0497
 QL0497                         *CURRENT SURVEY CONTROL
 QL0497  ___________________________________________________________________
 QL0497* NAD 83(1991)-  45 07 22.32501(N)    087 14 36.05168(W)     ADJUSTED  
 QL0497* NAVD 88     -       221.     (meters)     725.     (feet)  SCALED    
 QL0497  ___________________________________________________________________
 QL0497  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 QL0497  GEOID HEIGHT-         -37.12  (meters)                     GEOID03
 QL0497
 QL0497  HORZ ORDER  -  THIRD
 QL0497
 QL0497.The horizontal coordinates were established by classical geodetic methods
 QL0497.and adjusted by the National Geodetic Survey in November 1991..
 QL0497
 QL0497.The orthometric height was scaled from a topographic map.
 QL0497
 QL0497.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0497
 QL0497.The geoid height was determined by GEOID03.
 QL0497
 QL0497;                    North         East     Units Scale Factor Converg.
 QL0497;SPC WI C     -   146,973.905   816,835.763   MT  0.99994996   +1 56 42.1
 QL0497;SPC WI C     -   482,196.89  2,679,902.00   sFT  0.99994996   +1 56 42.1
 QL0497;UTM  16      - 4,996,628.432   480,861.516   MT  0.99960450   -0 10 20.8
 QL0497
 QL0497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0497!SPC WI C     -   0.99997117  x   0.99994996  =   0.99992114
 QL0497!UTM  16      -   0.99997117  x   0.99960450  =   0.99957569
 QL0497
 QL0497|---------------------------------------------------------------------|
 QL0497| PID    Reference Object                     Distance      Geod. Az  |
 QL0497|                                                           dddmmss.s |
 QL0497| CJ4950 FISH CREEK RM 1                      27.136 METERS 02215     |
 QL0497| CJ4951 FISH CREEK RM 2                      22.562 METERS 13155     |
 QL0497| CJ4949 FISH CREEK AZ MK                                   2014307.2 |
 QL0497|---------------------------------------------------------------------|
 QL0497
 QL0497                          SUPERSEDED SURVEY CONTROL
 QL0497
 QL0497  NAD 83(1986)-  45 07 22.32313(N)    087 14 36.04678(W) AD(       ) 3
 QL0497  NAD 27      -  45 07 22.36100(N)    087 14 35.65500(W) AD(       ) 3
 QL0497
 QL0497.Superseded values are not recommended for survey control.
 QL0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0497.See file dsdata.txt to determine how the superseded data were derived.
 QL0497
 QL0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ8086296628(NAD 83)
 QL0497_MARKER: DS = TRIANGULATION STATION DISK
 QL0497_SETTING: 66 = SET IN ROCK OUTCROP
 QL0497
 QL0497  HISTORY     - Date     Condition        Report By
 QL0497  HISTORY     - 1953     MONUMENTED       CGS
 QL0497  HISTORY     - 1984     GOOD             USPSQD
 QL0497  HISTORY     - 1989     GOOD             USPSQD
 QL0497
 QL0497                          STATION DESCRIPTION
 QL0497
 QL0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 QL0497'STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF BAILEYS HARBOR, 3-1/2
 QL0497'MILES NORTHEAST OF EGG HARBOR,
 QL0497'AND 1/2 MILE SOUTHWEST OF FISH CREEK ON THE WEST SIDE OF STATE
 QL0497'HIGHWAY 42.  IT IS 64 FEET NORTHWEST OF
 QL0497'THE CENTER OF THE T-INTERSECTION OF STATE HIGHWAY 42 AND A
 QL0497'GRAVEL SIDE ROAD, 44 FEET WEST OF THE CENTER
 QL0497'OF STATE HIGHWAY 42, 35 FEET NORTH OF THE
 QL0497'CENTER OF THE GRAVEL SIDE ROAD AND 7 FEET WEST OF A WHITE
 QL0497'WITNESS POST.  THE DISK IS IN A
 QL0497'DRILL HOLE IN BEDROCK 16 INCHES BELOW THE SURFACE, AND IT IS STAMPED
 QL0497'FISH CREEK 1953.
 QL0497'
 QL0497'REFERENCE MARK NO. 1 IS 45 FEET EAST OF A 5-INCH CONIFEROUS TREE, 31
 QL0497'FEET WEST OF THE CENTER OF
 QL0497'STATE HIGHWAY 42, AND 9 FEET WEST OF A FENCE LINE.  THE MARK PROJECTS
 QL0497'ABOUT 3 INCHES AND THE DISK IS
 QL0497'STAMPED FISH CREEK NO 1 1953.
 QL0497'
 QL0497'REFERENCE MARK NO. 2 IS 28 FEET NORTHEAST OF THE CENTER OF THE
 QL0497'T-INTERSECTION OF STATE
 QL0497'HIGHWAY 42 AND THE GRAVEL SIDE ROAD, 23 FEET EAST OF THE CENTER OF
 QL0497'STATE HIGHWAY 42, AND 5 FEET SOUTH
 QL0497'OF A TELEPHONE POLE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 QL0497'STAMPED FISH CREEK NO 2 1953.
 QL0497'
 QL0497'AZIMUTH MARK IS NEAR THE NORTHEAST CORNER OF AN ORCHARD AND THE
 QL0497'SOUTHEAST CORNER OF A PLOWED
 QL0497'FIELD.  IT IS 81 FEET SOUTHWEST OF A TELEPHONE POLE, 51 FEET WEST OF
 QL0497'THE CENTER OF STATE HIGHWAY 42
 QL0497'AND 4 FEET NORTHWEST OF A WHITE WITNESS POST.  THE DISK IS IN
 QL0497'A DRILL HOLE IN BEDROCK THAT IS FLUSH, AND IT
 QL0497'IS STAMPED FISH CREEK 1953.
 QL0497'
 QL0497'TO REACH THE STATION FROM THE POST OFFICE AT MAIN STREET (STATE
 QL0497'HIGHWAY 42) AND PINE STREET
 QL0497'IN FISH CREEK, GO NORTHWEST ON MAIN STREET (HIGHWAY 42) FOR 0.05 MILE
 QL0497'TO THE INTERSECTION OF MAIN AND
 QL0497'SPRUCE STREETS, WHERE HIGHWAY 42 MAKES A RIGHT-ANGLE TURN.
 QL0497'TURN LEFT ON TO SPRUCE STREET (HIGHWAY 42) AND
 QL0497'GO UP THE HILL SOUTHEAST AND SOUTH FOR
 QL0497'0.45 MILE TO STATION ON RIGHT AS DESCRIBED.
 QL0497'
 QL0497'TO REACH AZIMUTH MARK FROM STATION, GO SOUTH ON HIGHWAY 42 FOR 0.2
 QL0497'MILE TO AZIMUTH MARK ON RIGHT
 QL0497'AS DESCRIBED.
 QL0497'
 QL0497'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 QL0497
 QL0497                          STATION RECOVERY (1984)
 QL0497
 QL0497'RECOVERY NOTE BY US POWER SQUADRON 1984 (AB)
 QL0497'FISH CREEK 1953 FOUND GOOD.
 QL0497'
 QL0497'GRAVEL SIDE ROAD REFERRED TO IN DESCRIPTION IS NAMED GIBRALTAR BLUFF
 QL0497'RD. AND IS BLACKTOPPED.  NO WITNESS POST WAS FOUND.
 QL0497'
 QL0497'FISH CREEK NO 1 1953 FOUND GOOD.
 QL0497'
 QL0497'IN DESCRIPTION DELETE REFERENCE TO 5 CONIFEROUS TREE AND FENCE LINE.
 QL0497'NEITHER EXIST TODAY.
 QL0497'
 QL0497'FISH CREEK NO 2 1953 FOUND GOOD.
 QL0497'
 QL0497'GRAVEL SIDE ROAD REFERRED TO IN DESCRIPTION IS NAMED GIBRALTAR
 QL0497'BLUFF RD. AND IS BLACKTOPPED.
 QL0497'
 QL0497'FISH CREEK 1953 FOUND GOOD.
 QL0497'
 QL0497'AZIMUTH MARK.  APPEARS TO HAVE BEEN RECENTLY RESET.  MORTAR LOOKS
 QL0497'RELATIVELY FRESH.  WITNESS POST SOUND BUT NO LONGER WHITE.
 QL0497
 QL0497                          STATION RECOVERY (1989)
 QL0497
 QL0497'RECOVERY NOTE BY US POWER SQUADRON 1989 (RAS)
 QL0497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON1164 ***********************************************************************
 ON1164  DESIGNATION -  FISH CREEK RIDGE CHURCH SPIRE
 ON1164  PID         -  ON1164
 ON1164  STATE/COUNTY-  WI/MONROE
 ON1164  USGS QUAD   -  MIDDLE RIDGE (1983)
 ON1164
 ON1164                         *CURRENT SURVEY CONTROL
 ON1164  ___________________________________________________________________
 ON1164* NAD 83(1991)-  43 49 12.05143(N)    090 52 49.89048(W)     ADJUSTED  
 ON1164* NAVD 88     -                                                        
 ON1164  ___________________________________________________________________
 ON1164  LAPLACE CORR-          -8.58  (seconds)                    DEFLEC99
 ON1164  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 ON1164
 ON1164  HORZ ORDER  -  THIRD
 ON1164
 ON1164.The horizontal coordinates were established by classical geodetic methods
 ON1164.and adjusted by the National Geodetic Survey in March 1999..
 ON1164
 ON1164
 ON1164.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1164
 ON1164.The geoid height was determined by GEOID03.
 ON1164
 ON1164;                    North         East     Units Scale Factor Converg.
 ON1164;SPC WI S     -   202,563.318   529,167.491   MT  0.99995922   -0 36 18.0
 ON1164;SPC WI S     -   664,576.49  1,736,110.34   sFT  0.99995922   -0 36 18.0
 ON1164;UTM  15      - 4,854,065.807   670,441.524   MT  0.99995732   +1 28 04.3
 ON1164
 ON1164                          SUPERSEDED SURVEY CONTROL
 ON1164
 ON1164  NAD 83(1991)-  43 49 12.05062(N)    090 52 49.89056(W) AD(       ) 4
 ON1164  NAD 83(1986)-  43 49 12.04807(N)    090 52 49.89490(W) AD(       ) 4
 ON1164  NAD 27      -  43 49 12.15900(N)    090 52 49.42800(W) AD(       ) 3
 ON1164
 ON1164.Superseded values are not recommended for survey control.
 ON1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1164.See file dsdata.txt to determine how the superseded data were derived.
 ON1164
 ON1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7044254066(NAD 83)
 ON1164_MARKER: 90 = CHURCH SPIRE
 ON1164
 ON1164  HISTORY     - Date     Condition        Report By
 ON1164  HISTORY     - 1930     FIRST OBSERVED   CGS
 ON1164
 ON1164                          STATION DESCRIPTION
 ON1164
 ON1164'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB8443 ***********************************************************************
 AB8443  DESIGNATION -  FISH LAKE
 AB8443  PID         -  AB8443
 AB8443  STATE/COUNTY-  WI/BURNETT
 AB8443  USGS QUAD   -  MC KENZIE LAKE (1982)
 AB8443
 AB8443                         *CURRENT SURVEY CONTROL
 AB8443  ___________________________________________________________________
 AB8443* NAD 83(1997)-  45 58 20.34977(N)    092 06 28.65753(W)     ADJUSTED  
 AB8443* NAVD 88     -       302.9    (meters)     994.     (feet)  GPS OBS   
 AB8443  ___________________________________________________________________
 AB8443  X           -    -163,341.177 (meters)                     COMP
 AB8443  Y           -  -4,437,719.507 (meters)                     COMP
 AB8443  Z           -   4,563,308.125 (meters)                     COMP
 AB8443  LAPLACE CORR-          -7.65  (seconds)                    DEFLEC99
 AB8443  ELLIP HEIGHT-         275.93  (meters)          (01/30/03) GPS OBS
 AB8443  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AB8443
 AB8443  HORZ ORDER  -  FIRST
 AB8443  ELLP ORDER  -  FOURTH    CLASS I
 AB8443
 AB8443.The horizontal coordinates were established by GPS observations
 AB8443.and adjusted by the National Geodetic Survey in January 2003..
 AB8443
 AB8443.The orthometric height was determined by GPS observations and a
 AB8443.high-resolution geoid model.
 AB8443
 AB8443.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8443
 AB8443.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8443
 AB8443.The ellipsoidal height was determined by GPS observations
 AB8443.and is referenced to NAD 83.
 AB8443
 AB8443.The geoid height was determined by GEOID03.
 AB8443
 AB8443;                    North         East     Units Scale Factor Converg.
 AB8443;SPC WI N     -    91,710.953   436,656.184   MT  0.99995114   -1 31 14.2
 AB8443;SPC WI N     -   300,888.35  1,432,596.16   sFT  0.99995114   -1 31 14.2
 AB8443;UTM  15      - 5,091,358.807   569,107.034   MT  0.99965871   +0 38 29.1
 AB8443
 AB8443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8443!SPC WI N     -   0.99995674  x   0.99995114  =   0.99990789
 AB8443!UTM  15      -   0.99995674  x   0.99965871  =   0.99961547
 AB8443
 AB8443                          SUPERSEDED SURVEY CONTROL
 AB8443
 AB8443  NAD 83(1991)-  45 58 20.34945(N)    092 06 28.65535(W) AD(       ) 1
 AB8443  ELLIP H (12/09/96)  275.95   (m)                       GP(       ) 4 1
 AB8443
 AB8443.Superseded values are not recommended for survey control.
 AB8443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8443.See file dsdata.txt to determine how the superseded data were derived.
 AB8443
 AB8443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6910791359(NAD 83)
 AB8443_MARKER: DD = SURVEY DISK
 AB8443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8443_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8443+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AB8443
 AB8443  HISTORY     - Date     Condition        Report By
 AB8443  HISTORY     - 1992     MONUMENTED       WI-013
 AB8443
 AB8443                          STATION DESCRIPTION
 AB8443
 AB8443'DESCRIBED BY BURNETT COUNTY WISCONSIN 1992
 AB8443'THE STATION IS LOCATED 11.4 MI (18.3 KM) NORTHWEST OF THE INTERSECTION
 AB8443'OF STATE HIGHWAY 70 AND THE BURNETT AND WASHBURN COUNTY LINE (ALSO
 AB8443'COUNTY LINE ROAD) , 18.5 MI (29.8 KM) NORTHEAST OF THE VILLAGE OF
 AB8443'SIREN, 2.0 MI (3.2 KM) NORTH OF THE INTERSECTION OF COUNTY ROADS A AND
 AB8443'H, IN THE NORTHWEST CORNER OF GOVERNMENT LOT 1, SECTION 09, T40N,
 AB8443'R14W, TOWN OF SCOTT.  TO REACH THE STATION FROM THE INTERSECTION OF
 AB8443'COUNTY ROADS A AND H GO NORTH ALONG COUNTY ROAD H 2.0 MI (3.2 KM) TO
 AB8443'THE INTERSECTION OF COUNTY ROAD H AND KESSLER ROAD, GO WEST ALONG DIRT
 AB8443'ROAD 300 FEET (91.4 M) TOWARDS THE SHORE OF FISH LAKE.  THE STATION IS
 AB8443'LOCATED 80.6 FEET (24.6 M) SOUTH OF THE MEANDER CORNER BETWEEN
 AB8443'SECTIONS 4 AND 9, 30 FEET (9.1 M) EAST OF SHORELINE, WEST OF LOW AREA,
 AB8443'ON THE LEONARD JOHNSON PROPERTY.  FIBERGLASS WITNESS POST SET ON EAST
 AB8443'SIDE OF STATION.  THE STATION MARKER IS SET IN A 20 CM ROUND CONCRETE
 AB8443'MONUMENT 11 CM BELOW GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0928 ***********************************************************************
 OM0928  DESIGNATION -  FISK
 OM0928  PID         -  OM0928
 OM0928  STATE/COUNTY-  WI/WINNEBAGO
 OM0928  USGS QUAD   -  PICKETT (1980)
 OM0928
 OM0928                         *CURRENT SURVEY CONTROL
 OM0928  ___________________________________________________________________
 OM0928* NAD 83(1991)-  43 57 16.64853(N)    088 39 31.31028(W)     ADJUSTED  
 OM0928* NAVD 88     -       277.     (meters)     909.     (feet)  SCALED    
 OM0928  ___________________________________________________________________
 OM0928  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 OM0928  GEOID HEIGHT-         -36.17  (meters)                     GEOID03
 OM0928
 OM0928  HORZ ORDER  -  SECOND
 OM0928
 OM0928.The horizontal coordinates were established by classical geodetic methods
 OM0928.and adjusted by the National Geodetic Survey in November 1991..
 OM0928
 OM0928.The orthometric height was scaled from a topographic map.
 OM0928
 OM0928.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0928
 OM0928.The geoid height was determined by GEOID03.
 OM0928
 OM0928;                    North         East     Units Scale Factor Converg.
 OM0928;SPC WI S     -   218,011.278   707,655.853   MT  0.99997917   +0 55 17.8
 OM0928;SPC WI S     -   715,258.67  2,321,700.91   sFT  0.99997917   +0 55 17.8
 OM0928;UTM  16      - 4,868,170.405   366,913.401   MT  0.99981785   -1 09 05.2
 OM0928
 OM0928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0928!SPC WI S     -   0.99996224  x   0.99997917  =   0.99994141
 OM0928!UTM  16      -   0.99996224  x   0.99981785  =   0.99978010
 OM0928
 OM0928|---------------------------------------------------------------------|
 OM0928| PID    Reference Object                     Distance      Geod. Az  |
 OM0928|                                                           dddmmss.s |
 OM0928| CI8680 FISK RM 1                            25.550 METERS 08905     |
 OM0928| CI8679 FISK AZ MK                                         0951633.5 |
 OM0928| CI8681 FISK RM 2                            63.302 METERS 24435     |
 OM0928|---------------------------------------------------------------------|
 OM0928
 OM0928                          SUPERSEDED SURVEY CONTROL
 OM0928
 OM0928  NAD 83(1986)-  43 57 16.64265(N)    088 39 31.31327(W) AD(       ) 2
 OM0928  NAD 27      -  43 57 16.70100(N)    088 39 30.92400(W) AD(       ) 2
 OM0928
 OM0928.Superseded values are not recommended for survey control.
 OM0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0928.See file dsdata.txt to determine how the superseded data were derived.
 OM0928
 OM0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6691368170(NAD 83)
 OM0928_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0928
 OM0928  HISTORY     - Date     Condition        Report By
 OM0928  HISTORY     - 1954     MONUMENTED       CGS
 OM0928  HISTORY     - 19950701 GOOD             USPSQD
 OM0928  HISTORY     - 20040104 MARK NOT FOUND   USPSQD
 OM0928
 OM0928                          STATION DESCRIPTION
 OM0928
 OM0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 OM0928'STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF OSHKOSH AND
 OM0928'1 MILE EAST OF FISK ON THE HIGHEST POINT IN PASTURE.  STATION
 OM0928'IS 180 FEET EAST OF FENCE CORNER, 46 FEET EAST OF LONE OAK TREE,
 OM0928'15 FEET EAST OF WITNESS POST AND 1 FOOT SOUTH OF FENCE.  THE
 OM0928'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED FISK
 OM0928'1954.
 OM0928'
 OM0928'REFERENCE MARK NO. 1 IS 9 FEET WEST OF FORKED TREE AND 1 FOOT
 OM0928'SOUTH OF FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 OM0928'DISK IS STAMPED FISK NO 1 1954.
 OM0928'
 OM0928'REFERENCE MARK NO. 2 IS 88 FEET SOUTH OF FENCE CORNER, 8 FEET
 OM0928'NORTH OF OAK TREE AND 0.5 FOOT EAST OF FENCE.  THE MARK PROJECTS
 OM0928'ABOUT 6 INCHES AND THE DISK IS STAMPED FISK NO 2 1954.
 OM0928'
 OM0928'AZIMUTH MARK IS 27 FEET EAST OF THE APPROXIMATE CENTER OF
 OM0928'GRAVEL ROAD, 4 FEET NORTH OF WITNESS POST AND 1.5 FEET WEST
 OM0928'OF FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 OM0928'STAMPED FISK 1954.
 OM0928'
 OM0928'TO REACH STATION FROM THE RAILROAD DEPOT IN FISK GO SOUTH ON
 OM0928'COUNTY ROUTE FF FOR 0.15 MILE TO CROSSROADS.  TURN LEFT AND GO
 OM0928'EAST FOR 0.25 MILE TO JUNCTION OF STATE HIGHWAY 44.  CROSS
 OM0928'HIGHWAY AND CONTINUE STRAIGHT AHEAD FOR 0.75 MILE TO WOODEN
 OM0928'GATE ON LEFT, JUST WEST OF FARM BUILDINGS.  TURN LEFT, PASSING
 OM0928'THROUGH GATE AND GO NORTH FOR 0.05 MILE TO FENCE CORNER.
 OM0928'BEAR LEFT AND GO NORTHWEST FOR 0.1 MILE TO HIGHEST POINT AND
 OM0928'STATION IN FENCELINE AS DESCRIBED.  TO REACH AZIMUTH MARK
 OM0928'FROM GATE, CONTINUE EAST FOR 0.65 MILE TO CROSSROADS.  TURN
 OM0928'LEFT AND GO NORTH FOR 0.05 MILE TO AZIMUTH MARK ON RIGHT OR
 OM0928'EAST SIDE OF ROAD AS DESCRIBED.
 OM0928'
 OM0928'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 OM0928
 OM0928                          STATION RECOVERY (1995)
 OM0928
 OM0928'RECOVERY NOTE BY US POWER SQUADRON 1995
 OM0928'RECOVERED IN GOOD CONDITION.
 OM0928
 OM0928                          STATION RECOVERY (2004)
 OM0928
 OM0928'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 OM0928'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB8470 ***********************************************************************
 AB8470  DESIGNATION -  FISK
 AB8470  PID         -  AB8470
 AB8470  STATE/COUNTY-  WI/BURNETT
 AB8470  USGS QUAD   -  TRADE LAKE (1983)
 AB8470
 AB8470                         *CURRENT SURVEY CONTROL
 AB8470  ___________________________________________________________________
 AB8470* NAD 83(1997)-  45 38 31.89807(N)    092 31 55.27685(W)     ADJUSTED  
 AB8470* NAVD 88     -       317.2    (meters)    1041.     (feet)  GPS OBS   
 AB8470  ___________________________________________________________________
 AB8470  X           -    -197,343.854 (meters)                     COMP
 AB8470  Y           -  -4,462,682.890 (meters)                     COMP
 AB8470  Z           -   4,537,739.639 (meters)                     COMP
 AB8470  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 AB8470  ELLIP HEIGHT-         290.03  (meters)          (09/30/02) GPS OBS
 AB8470  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AB8470
 AB8470  HORZ ORDER  -  FIRST
 AB8470  ELLP ORDER  -  FOURTH    CLASS I
 AB8470
 AB8470.The horizontal coordinates were established by GPS observations
 AB8470.and adjusted by the National Geodetic Survey in September 2002..
 AB8470
 AB8470.The orthometric height was determined by GPS observations and a
 AB8470.high-resolution geoid model.
 AB8470
 AB8470.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8470
 AB8470.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8470
 AB8470.The ellipsoidal height was determined by GPS observations
 AB8470.and is referenced to NAD 83.
 AB8470
 AB8470.The geoid height was determined by GEOID03.
 AB8470
 AB8470;                    North         East     Units Scale Factor Converg.
 AB8470;SPC WI N     -    55,997.987   402,636.829   MT  0.99998715   -1 49 35.5
 AB8470;SPC WI N     -   183,720.06  1,320,984.33   sFT  0.99998715   -1 49 35.5
 AB8470;UTM  15      - 5,054,400.521   536,469.523   MT  0.99961635   +0 20 04.6
 AB8470
 AB8470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8470!SPC WI N     -   0.99995453  x   0.99998715  =   0.99994168
 AB8470!UTM  15      -   0.99995453  x   0.99961635  =   0.99957090
 AB8470
 AB8470                          SUPERSEDED SURVEY CONTROL
 AB8470
 AB8470  NAD 83(1991)-  45 38 31.89727(N)    092 31 55.27493(W) AD(       ) 1
 AB8470  ELLIP H (12/09/96)  290.05   (m)                       GP(       ) 4 1
 AB8470
 AB8470.Superseded values are not recommended for survey control.
 AB8470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8470.See file dsdata.txt to determine how the superseded data were derived.
 AB8470
 AB8470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL3647054401(NAD 83)
 AB8470_MARKER: DD = SURVEY DISK
 AB8470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8470_MARK LOGO: NGS   
 AB8470_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8470+SATELLITE: SATELLITE OBSERVATIONS - February 02, 1996
 AB8470
 AB8470  HISTORY     - Date     Condition        Report By
 AB8470  HISTORY     - 1993     MONUMENTED       WI-013
 AB8470  HISTORY     - 19960202 GOOD             WI-095
 AB8470
 AB8470                          STATION DESCRIPTION
 AB8470
 AB8470'DESCRIBED BY BURNETT COUNTY WISCONSIN 1993
 AB8470'THE STATION IS LOCATED 19.7 KM (12.25 MI) SOUTHWEST OF THE VILLAGE OF
 AB8470'SIREN, WISCONSIN, (WHERE STATE TRUNK HIGHWAY 70 (FROM WEST) , STATE
 AB8470'TRUNK HIGHWAY 35 AND COUNTY ROAD B INTERSECT) , 18.6 KM (11.55 MI)
 AB8470'SOUTHEAST OF THE VILLAGE OF GRANTSBURG, WISCONSIN, IN THE SOUTHEAST
 AB8470'QUARTER OF THE SOUTHEAST QUARTER, SECTION 36, T37N, R18W, TOWN OF
 AB8470'TRADE LAKE.  TO REACH THE STATION FROM THE VILLAGE OF GRANTSBURG,
 AB8470'WISCONSIN (WHERE STATE HIGHWAY 70 AND STATE HIGHWAY 48/87 JUNCTION) GO
 AB8470'SOUTH ALONG STATE HIGHWAY 48/87 7.31 KM (4.55 MI) TO WHERE STATE
 AB8470'HIGHWAY 48 SPLITS OFF TO EAST, GO EAST ALONG STATE HIGHWAY 48 15.33 KM
 AB8470'(9.50 MI) TO COUNTY LINE ROAD (ON POLK AND BURNETT COUNTY LINE) , GO
 AB8470'SOUTH (RIGHT) ALONG COUNTY LINE ROAD 2.0 KM (1.25 MI) TO FREEDOM LAKE
 AB8470'ROAD, GO WEST (RIGHT) ALONG FREEDOM LAKE ROAD .23 KM (0.15 MI) TO
 AB8470'STATION LOCATED 23 FEET (7.0 M) NORTH OF ROAD, ACROSS ROAD FROM
 AB8470'LAKETOWN ADDRESS 1812 (VACANT HOUSE) .  STATION IS LOCATED ON THE
 AB8470'FORMER PROPERTY OF LAWRENCE LEROY FISK.  FIBERGLASS WITNESS POST SET 4
 AB8470'FEET (1.2 M) SOUTH OF THE STATION.  THE STATION MARKER IS SET IN A 30
 AB8470'CM ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 AB8470
 AB8470                          STATION RECOVERY (1996)
 AB8470
 AB8470'RECOVERY NOTE BY POLK COUNTY WISCONSIN 1996 (TEC)
 AB8470'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4870 ***********************************************************************
 DG4870  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4870  DESIGNATION -  FITCHBURG N GPS
 DG4870  PID         -  DG4870
 DG4870  STATE/COUNTY-  WI/DANE
 DG4870  USGS QUAD   -  MADISON WEST (1983)
 DG4870
 DG4870                         *CURRENT SURVEY CONTROL
 DG4870  ___________________________________________________________________
 DG4870* NAD 83(1997)-  43 00 55.83665(N)    089 26 04.07277(W)     ADJUSTED  
 DG4870* NAVD 88     -       285.37   (meters)     936.3    (feet)  GPS OBS   
 DG4870  ___________________________________________________________________
 DG4870  X           -      46,103.763 (meters)                     COMP
 DG4870  Y           -  -4,670,734.158 (meters)                     COMP
 DG4870  Z           -   4,328,933.156 (meters)                     COMP
 DG4870  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 DG4870  ELLIP HEIGHT-         251.22  (meters)          (04/02/04) GPS OBS
 DG4870  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 DG4870
 DG4870  HORZ ORDER  -  FIRST
 DG4870  ELLP ORDER  -  FOURTH    CLASS I
 DG4870
 DG4870.The horizontal coordinates were established by GPS observations
 DG4870.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4870
 DG4870.The orthometric height was determined by GPS observations and a
 DG4870.high-resolution geoid model using precise GPS observation and
 DG4870.processing techniques.
 DG4870
 DG4870.Photographs are available for this station.
 DG4870
 DG4870.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4870
 DG4870.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4870
 DG4870.The ellipsoidal height was determined by GPS observations
 DG4870.and is referenced to NAD 83.
 DG4870
 DG4870.The geoid height was determined by GEOID03.
 DG4870
 DG4870;                    North         East     Units Scale Factor Converg.
 DG4870;SPC WI S     -   112,969.844   646,100.274   MT  0.99995508   +0 23 18.9
 DG4870;SPC WI S     -   370,635.23  2,119,747.32   sFT  0.99995508   +0 23 18.9
 DG4870;UTM  16      - 4,765,413.264   301,616.486   MT  1.00008418   -1 39 40.8
 DG4870
 DG4870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4870!SPC WI S     -   0.99996060  x   0.99995508  =   0.99991569
 DG4870!UTM  16      -   0.99996060  x   1.00008418  =   1.00004478
 DG4870
 DG4870                          SUPERSEDED SURVEY CONTROL
 DG4870
 DG4870.No superseded survey control is available for this station.
 DG4870
 DG4870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0161665413(NAD 83)
 DG4870_MARKER: DD = SURVEY DISK
 DG4870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4870_STAMPING: FITCHBURG N GPS 2002
 DG4870_MARK LOGO: WIDT  
 DG4870_PROJECTION: FLUSH
 DG4870_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4870+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4870
 DG4870  HISTORY     - Date     Condition        Report By
 DG4870  HISTORY     - 2001     MONUMENTED       WIDT
 DG4870
 DG4870                          STATION DESCRIPTION
 DG4870
 DG4870'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4870'THE STATION IS LOCATED ABOUT 9 KM EAST-NORTHEAST OF VERONA, 8 KM
 DG4870'SOUTHWEST OF MADISON AND 7 KM NORTH-NORTHEAST OF FITCHBURG.
 DG4870'OWNERSHIP--TOWN OF FITCHBURG.  TO REACH THE STATION FROM THE JUNCTION
 DG4870'OF US HIGHWAY 12 AND US HIGHWAY 14 WITH US HIGHWAY 18 IN THE CITY OF
 DG4870'MADISON, GO SOUTHEAST ON US HIGHWAY 18 FOR 2.9 KM TO COUNTY HIGHWAY PD
 DG4870'(MCKEE ROAD), TURN LEFT AND GO EAST ON COUNTY HIGHWAY PD (MCKEE ROAD)
 DG4870'FOR 2.6 KM TO RICHARDSON STREET AND THE STATION ON THE RIGHT.  THE
 DG4870'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DG4870'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DG4870'CONCRETE POST AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DG4870'IS 9.7 M SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF COUNTY
 DG4870'HIGHWAY PD (MCKEE ROAD), 0.2 KM WEST OF CHAPEL VALLEY ROAD, 39.5 M
 DG4870'EAST-SOUTHEAST OF A FIRE HYDRANT, 20 M NORTH OF THE TOP CENTER OF A
 DG4870'0.7-M DIAMETER CONCRETE CULVERT PIPE, AND 4 M NORTHEAST OF THE
 DG4870'EASTERNMOST WINGWALL OF CULVERT --C-13-125.98--.  ---NOTE---THE
 DG4870'STATION IS 1.0 M NORTH OF A WHITE PLASTIC WITNESS POST.
 DG4870'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DG4870'THAN 20 DEGREES ABOVE THE HORIZON EXCEPT FOR A LIGHT POLE TO THE NORTH
 DG4870'EXTENDING TO 40 DEGREES.
 DG4870' 
 DG4870'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1389 ***********************************************************************
 NH1389  DESIGNATION -  FITCHBURG RESET
 NH1389  PID         -  NH1389
 NH1389  STATE/COUNTY-  WI/DANE
 NH1389  USGS QUAD   -  OREGON (1982)
 NH1389
 NH1389                         *CURRENT SURVEY CONTROL
 NH1389  ___________________________________________________________________
 NH1389* NAD 83(1991)-  42 58 43.23956(N)    089 26 12.08701(W)     ADJUSTED  
 NH1389* NAVD 88     -       350.     (meters)    1148.     (feet)  SCALED    
 NH1389  ___________________________________________________________________
 NH1389  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 NH1389  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 NH1389
 NH1389  HORZ ORDER  -  SECOND
 NH1389
 NH1389.The horizontal coordinates were established by classical geodetic methods
 NH1389.and adjusted by the National Geodetic Survey in November 1991..
 NH1389
 NH1389.The orthometric height was scaled from a topographic map.
 NH1389
 NH1389.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1389
 NH1389.The geoid height was determined by GEOID03.
 NH1389
 NH1389;                    North         East     Units Scale Factor Converg.
 NH1389;SPC WI S     -   108,877.060   645,946.447   MT  0.99995958   +0 23 13.4
 NH1389;SPC WI S     -   357,207.49  2,119,242.63   sFT  0.99995958   +0 23 13.4
 NH1389;UTM  16      - 4,761,328.077   301,316.362   MT  1.00008565   -1 39 42.1
 NH1389
 NH1389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1389!SPC WI S     -   0.99995047  x   0.99995958  =   0.99991006
 NH1389!UTM  16      -   0.99995047  x   1.00008565  =   1.00003612
 NH1389
 NH1389:                Primary Azimuth Mark                     Grid Az
 NH1389:SPC WI S     -  MADISON GAS AND ELEC CO W STK            023 56 06.1
 NH1389:UTM  16      -  MADISON GAS AND ELEC CO W STK            025 59 01.6
 NH1389
 NH1389|---------------------------------------------------------------------|
 NH1389| PID    Reference Object                     Distance      Geod. Az  |
 NH1389|                                                           dddmmss.s |
 NH1389| OM1065 MADISON GAS AND ELEC CO W STK       APPROX.12.2 KM 0241919.5 |
 NH1389| CI8682 FITCHBURG AZ MK                                    0271844.8 |
 NH1389| OM1087 MADISON RAD STA WISC FM TOWER       APPROX. 6.2 KM 0323114.9 |
 NH1389| NH1381 MC FARLAND RAD WKOW N MAST          APPROX.10.1 KM 0783414.4 |
 NH1389| NH1390 OREGON MUNICIPAL TANK               APPROX. 7.3 KM 1435338.6 |
 NH1389| CI8683 FITCHBURG RM 1                        6.954 METERS 19743     |
 NH1389| CI8684 FITCHBURG RM 2                        6.178 METERS 34155     |
 NH1389| OM1080 MADISON MUNICIPAL TANK              APPROX. 6.6 KM 3522418.2 |
 NH1389|---------------------------------------------------------------------|
 NH1389
 NH1389                          SUPERSEDED SURVEY CONTROL
 NH1389
 NH1389  NAD 83(1986)-  42 58 43.23101(N)    089 26 12.08900(W) AD(       ) 2
 NH1389  NAD 27      -  42 58 43.23620(N)    089 26 11.65310(W) AD(       ) 2
 NH1389
 NH1389.Superseded values are not recommended for survey control.
 NH1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1389.See file dsdata.txt to determine how the superseded data were derived.
 NH1389
 NH1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0131661328(NAD 83)
 NH1389_MARKER: DD = SURVEY DISK
 NH1389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1389
 NH1389  HISTORY     - Date     Condition        Report By
 NH1389  HISTORY     - 1958     MONUMENTED       USGS
 NH1389
 NH1389                          STATION DESCRIPTION
 NH1389
 NH1389'DESCRIBED BY US GEOLOGICAL SURVEY 1958 (GWM)
 NH1389'THE SURFACE MARK, A 4X4 INCH CONCRETE POST WITH HALF OF A
 NH1389'USGS DISK IN THE TOP, WAS DUG OUT IN THE SEARCH FOR AN UNDERGROUND
 NH1389'MARK.  AN UNDERGROUND MARK CONSISTING OF AN 18 IN X 12 IN X 3 IN
 NH1389'STONE WITH A ROUGH CROSS CUT IN THE TOP WAS FOUND ABOUT 4 FEET
 NH1389'BELOW THE SURFACE.  ITS GREATEST LENGTH LIES EAST AND WEST.
 NH1389'THIS MARK WAS COVERED WITH A FEW INCHES OF DIRT AND A STANDARD
 NH1389'UNDERGROUND MARK WAS SET.
 NH1389'
 NH1389'THE STATION IS ABOUT 5 MILES SOUTHEAST OF MADISON, AND 4 MILES
 NH1389'NORTHWEST OF OREGON ON A PROMINENT KNOLL ON THE PROPERTY
 NH1389'OF MR. FRED YOUNG.  IT IS 21 FEET WEST OF THE CENTERLINE OF
 NH1389'A GRAVELED DRIVEWAY, 7 FEET EAST OF A STEEL MESH FENCE, 6
 NH1389'FEET SOUTHEAST OF A 6 INCH MAPLE TREE, AND 78 FEET SOUTHEAST
 NH1389'OF THE SOUTHEAST CORNER OF A HOUSE.  THE MONUMENT IS 6 INCHES
 NH1389'UNDERGROUND AND THE DISK IS STAMPED FITCHBURG USGS 1876 1958.
 NH1389'
 NH1389'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 12,
 NH1389'14, 18, AND 151 AND STATE HIGHWAY 13, JUST SOUTH OF MADISON,
 NH1389'GO WEST ON HIGHWAYS 12, 13, 18, 14, AND 151 FOR 0.5 MILE TO
 NH1389'THE JUNCTION OF FISH HATCHERY ROAD (COUNTY ROAD D).  TURN
 NH1389'LEFT AND GO SOUTH ON FISH HATCHERY ROAD FOR 1.5 MILES TO
 NH1389'THE JUNCTION WITH COUNTY ROAD PD.  CONTINUE SOUTH ON FISH
 NH1389'HATCHERY ROAD FOR 1.1 MILES TO A PAVED CROSSROAD (LACY ROAD).
 NH1389'CONTINUE SOUTH ON FISH HATCHERY ROAD FOR 0.7 MILE TO THE
 NH1389'AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH ON FISH HATCHERY
 NH1389'ROAD FOR 0.75 MILE TO A PAVED CROSSROAD (WHALEN ROAD).  TURN
 NH1389'RIGHT AND GO WEST ON WHALEN ROAD FOR 0.35 MILE TO A
 NH1389'GRAVELED DRIVEWAY LEFT.  TURN LEFT AND GO SOUTH THROUGH
 NH1389'GATE FOR 0.05 MILE TO THE STATION.
 NH1389'
 NH1389'REFERENCE MARK 1 IS 4 FEET NORTH OF A FENCE CORNER, 1 FOOT
 NH1389'EAST OF A STEEL MESH FENCE, AND 28 FEET WEST OF THE CENTERLINE
 NH1389'OF A GRAVELED DRIVEWAY.  THE MONUMENT IS FLUSH AND THE DISK
 NH1389'IS STAMPED FITCHBURG USGS NO 1 1876 1958.
 NH1389'
 NH1389'REFERENCE MARK 2 IS 28 FEET WEST OF THE CENTERLINE OF A
 NH1389'GRAVELED DRIVEWAY, 1 FOOT EAST OF A STEEL MESH FENCE, AND 62
 NH1389'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE.  THE
 NH1389'MONUMENT IS FLUSH AND THE DISK IS STAMPED FITCHBURG USGS
 NH1389'NO 2 1876 1958.
 NH1389'
 NH1389'THE AZIMUTH MARK IS 30 FEET EAST OF THE CENTERLINE OF FISH
 NH1389'HATCHERY ROAD, 2 FEET NORTH OF A FENCE CORNER, AND 7 FEET
 NH1389'NORTHWEST OF A TWIN TRUNK LOCUST TREE.  THE MONUMENT IS FLUSH
 NH1389'AND THE DISK IS STAMPED FITCHBURG USGS 1876 1958.
 NH1389'
 NH1389'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9768 ***********************************************************************
 DF9768  DESIGNATION -  FITCHBURG S GPS
 DF9768  PID         -  DF9768
 DF9768  STATE/COUNTY-  WI/DANE
 DF9768  USGS QUAD   -  OREGON (1982)
 DF9768
 DF9768                         *CURRENT SURVEY CONTROL
 DF9768  ___________________________________________________________________
 DF9768* NAD 83(1997)-  42 57 05.05682(N)    089 27 37.80114(W)     ADJUSTED  
 DF9768* NAVD 88     -       322.970  (meters)    1059.61   (feet)  ADJUSTED  
 DF9768  ___________________________________________________________________
 DF9768  X           -      44,027.319 (meters)                     COMP
 DF9768  Y           -  -4,675,637.649 (meters)                     COMP
 DF9768  Z           -   4,323,748.815 (meters)                     COMP
 DF9768  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 DF9768  ELLIP HEIGHT-         288.94  (meters)          (04/02/04) GPS OBS
 DF9768  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 DF9768  DYNAMIC HT  -         322.879 (meters)    1059.31  (feet)  COMP
 DF9768  MODELED GRAV-     980,331.3   (mgal)                       NAVD 88
 DF9768
 DF9768  HORZ ORDER  -  FIRST
 DF9768  VERT ORDER  -  SECOND    CLASS I
 DF9768  ELLP ORDER  -  FOURTH    CLASS I
 DF9768
 DF9768.The horizontal coordinates were established by GPS observations
 DF9768.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DF9768
 DF9768.The orthometric height was determined by differential leveling
 DF9768.and adjusted by the National Geodetic Survey in February 2004..
 DF9768
 DF9768.Photographs are available for this station.
 DF9768
 DF9768.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9768
 DF9768.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9768
 DF9768.The ellipsoidal height was determined by GPS observations
 DF9768.and is referenced to NAD 83.
 DF9768
 DF9768.The geoid height was determined by GEOID03.
 DF9768
 DF9768.The dynamic height is computed by dividing the NAVD 88
 DF9768.geopotential number by the normal gravity value computed on the
 DF9768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9768.degrees latitude (g = 980.6199 gals.).
 DF9768
 DF9768.The modeled gravity was interpolated from observed gravity values.
 DF9768
 DF9768;                    North         East     Units Scale Factor Converg.
 DF9768;SPC WI S     -   105,834.587   644,024.050   MT  0.99996318   +0 22 14.5
 DF9768;SPC WI S     -   347,225.64  2,112,935.57   sFT  0.99996318   +0 22 14.5
 DF9768;UTM  16      - 4,758,355.873   299,286.189   MT  1.00009563   -1 40 37.5
 DF9768
 DF9768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9768!SPC WI S     -   0.99995469  x   0.99996318  =   0.99991787
 DF9768!UTM  16      -   0.99995469  x   1.00009563  =   1.00005031
 DF9768
 DF9768                          SUPERSEDED SURVEY CONTROL
 DF9768
 DF9768  NAVD 88 (04/02/04)  322.97   (m)         1059.6    (f) LEVELING    3  
 DF9768
 DF9768.Superseded values are not recommended for survey control.
 DF9768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9768.See file dsdata.txt to determine how the superseded data were derived.
 DF9768
 DF9768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9928658356(NAD 83)
 DF9768_MARKER: DD = SURVEY DISK
 DF9768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9768_STAMPING: FITCHBURG S GPS 2002
 DF9768_MARK LOGO: WIDT  
 DF9768_PROJECTION: FLUSH
 DF9768_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9768+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9768
 DF9768  HISTORY     - Date     Condition        Report By
 DF9768  HISTORY     - 2001     MONUMENTED       WIDT
 DF9768
 DF9768                          STATION DESCRIPTION
 DF9768
 DF9768'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9768'THE STATION IS LOCATED ABOUT 15 KM SOUTH-SOUTHEAST OF MADISON, 8 KM
 DF9768'SOUTHEAST OF VERONA AND 7 KM NORTHWEST OF OREGON.  OWNERSHIP--DANE
 DF9768'COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 14
 DF9768'WITH COUNTY HIGHWAY MM ABOUT 3 KM NORTH OF THE VILLAGE OF OREGON, GO
 DF9768'SOUTH ON COUNTY HIGHWAY MM FOR 0.3 KM TO COUNTY HIGHWAY M ON THE
 DF9768'RIGHT, TURN RIGHT AND GO NORTHWEST THEN WEST ON COUNTY HIGHWAY M FOR
 DF9768'4.6 KM TO COUNTY HIGHWAY D, CONTINUE WEST ON COUNTY HIGHWAY M FOR 1.9
 DF9768'KM TO THE STATION ON THE LEFT.    THE STATION IS A BRONZE WISCONSIN
 DF9768'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF9768'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DF9768'AND ABOUT 1 M BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 12.0 M
 DF9768'SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY M, AND 110 M EAST OF THE
 DF9768'CENTERLINE OF BLIZZARD ROAD. ---NOTE---THE STATION IS SOUTH, EAST AND
 DF9768'WEST OF THREE ORANGE 4X4 PLASTIC WITNESS POSTS. ---NOTE2---THIS
 DF9768'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 10 DEGREES
 DF9768'ABOVE THE HORIZON EXCEPT FOR A METAL TRANSMITTER TOWER TO THE
 DF9768'SOUTHEAST EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RN1598 ***********************************************************************
 RN1598  DESIGNATION -  FIVE
 RN1598  PID         -  RN1598
 RN1598  STATE/COUNTY-  WI/WASHBURN
 RN1598  USGS QUAD   -  FROG LAKE (1983)
 RN1598
 RN1598                         *CURRENT SURVEY CONTROL
 RN1598  ___________________________________________________________________
 RN1598* NAD 83(1991)-  46 06 26.98798(N)    092 01 43.34334(W)     ADJUSTED  
 RN1598* NAVD 88     -       328.2    (meters)    1077.     (feet)  VERTCON   
 RN1598  ___________________________________________________________________
 RN1598  LAPLACE CORR-          -5.94  (seconds)                    DEFLEC99
 RN1598  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 RN1598
 RN1598  HORZ ORDER  -  FIRST
 RN1598
 RN1598.The horizontal coordinates were established by classical geodetic methods
 RN1598.and adjusted by the National Geodetic Survey in March 1999..
 RN1598
 RN1598.The NAVD 88 height was computed by applying the VERTCON shift value to
 RN1598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RN1598
 RN1598.The Laplace correction was computed from DEFLEC99 derived deflections.
 RN1598
 RN1598.The geoid height was determined by GEOID03.
 RN1598
 RN1598;                    North         East     Units Scale Factor Converg.
 RN1598;SPC WI N     -   106,570.584   443,179.847   MT  0.99994590   -1 27 48.4
 RN1598;SPC WI N     -   349,640.32  1,453,999.21   sFT  0.99994590   -1 27 48.4
 RN1598;UTM  15      - 5,106,449.750   575,063.592   MT  0.99966926   +0 41 60.0
 RN1598
 RN1598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN1598!SPC WI N     -   0.99995274  x   0.99994590  =   0.99989864
 RN1598!UTM  15      -   0.99995274  x   0.99966926  =   0.99962201
 RN1598
 RN1598|---------------------------------------------------------------------|
 RN1598| PID    Reference Object                     Distance      Geod. Az  |
 RN1598|                                                           dddmmss.s |
 RN1598| CJ2511 FIVE RM 1                            28.225 METERS 09247     |
 RN1598| RN1599 FIVE MILE LOOKOUT TOWER              16.888 METERS 14507     |
 RN1598| CJ2510 FIVE AZ MK                                         1801808.6 |
 RN1598| CJ2512 FIVE RM 2                            35.643 METERS 20621     |
 RN1598| RN1604 DAIRYLAND                           APPROX.22.5 KM 3123113.1 |
 RN1598|---------------------------------------------------------------------|
 RN1598
 RN1598                          SUPERSEDED SURVEY CONTROL
 RN1598
 RN1598  NAD 83(1991)-  46 06 26.98437(N)    092 01 43.34080(W) AD(       ) 1
 RN1598  NAD 83(1986)-  46 06 26.97931(N)    092 01 43.33889(W) AD(       ) 1
 RN1598  NAD 27      -  46 06 27.18300(N)    092 01 42.67100(W) AD(       ) 1
 RN1598  NGVD 29 (07/19/86)  328.2    (m)         1077.     (f) VERT ANG       
 RN1598
 RN1598.Superseded values are not recommended for survey control.
 RN1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1598.See file dsdata.txt to determine how the superseded data were derived.
 RN1598
 RN1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM7506406450(NAD 83)
 RN1598_MARKER: DS = TRIANGULATION STATION DISK
 RN1598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN1598
 RN1598  HISTORY     - Date     Condition        Report By
 RN1598  HISTORY     - 1953     MONUMENTED       CGS
 RN1598  HISTORY     - 1974     GOOD             NGS
 RN1598
 RN1598                          STATION DESCRIPTION
 RN1598
 RN1598'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 RN1598'THE STATION IS LOCATED ABOUT 8-1/2 MILES SOUTHEAST OF DAIRYLAND
 RN1598'AND 9 MILES WEST OF MINONG ON THE SAME HILL AS THE FIVE
 RN1598'MILE FIRE LOOKOUT TOWER.  IT IS 75 FEET EAST-NORTHEAST OF
 RN1598'THE NORTHEAST CORNER OF A HOUSE, 45 FEET NORTHWEST OF THE
 RN1598'NORTHWEST LEG OF THE FIRE TOWER, 14 FEET SOUTH OF A WITNESS
 RN1598'POST AND 10 FEET NORTHWEST OF THE NORTHWEST CORNER OF A POLE
 RN1598'FENCE.  THE MARK PROJECTS ABOUT 1 INCH AND THE DISK IS STAMPED
 RN1598'FIVE 1953.
 RN1598'
 RN1598'REFERENCE MARK NO. 1 IS 62 FEET NORTHEAST OF THE NORTHEAST LEG
 RN1598'OF THE FIRE TOWER AND 1.5 FEET NORTH OF THE NORTHEAST CORNER
 RN1598'OF THE POLE FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND
 RN1598'THE DISK IS STAMPED FIVE NO 1 1953.
 RN1598'
 RN1598'REFERENCE MARK NO. 2 IS 91 FEET SOUTHWEST OF THE SOUTHWEST
 RN1598'LEG OF THE FIRE TOWER AND 56.6 FEET SOUTHEAST OF THE SOUTHEAST
 RN1598'CORNER OF THE HOUSE.  THE MARK PROJECTS ABOUT 1 INCH AND THE
 RN1598'DISK IS STAMPED FIVE NO 2 1953.
 RN1598'
 RN1598'AZIMUTH MARK IS 63 FEET SOUTH OF A TELEPHONE POLE, 18 FEET WEST
 RN1598'OF THE CENTER OF A DIRT ROAD AND 3 FEET NORTH OF A WITNESS
 RN1598'POST.  THE MARK PROJECTS ABOUT 10 INCHES AND THE DISK IS
 RN1598'STAMPED FIVE 1953.
 RN1598'
 RN1598'FIVE MILE TOWER (USGS) IS LOCATED AT THE CENTER OF THE BASE
 RN1598'OF THE FIRE TOWER.  IT IS OF CONCRETE, 6 BY 6 INCHES SQUARE,
 RN1598'PROJECTS ABOUT 10 INCHES AND A STANDARD USGS BENCH MARK DISK
 RN1598'SET IN TOP OF THE CONCRETE IS STAMPED FIVE MILE TOWER 1934.
 RN1598'A TRAVERSE CONNECTION WAS MADE FROM THE STATION TO THIS MARK
 RN1598'AND THE DISTANCE AND DIRECTION IS SHOWN ABOVE.
 RN1598'
 RN1598'TO REACH THE STATION FROM SPOONER, FROM THE JUNCTION OF U.S.
 RN1598'HIGHWAY 53 AND COUNTY ROUTE K, GO NORTH ON COUNTY ROUTE K FOR
 RN1598'16.0 MILES TO THE JUNCTION OF STATE HIGHWAY 77, TURN LEFT
 RN1598'ON STATE HIGHWAY 77 AND GO WEST FOR 4.65 MILES TO A DIRT SIDE
 RN1598'ROAD RIGHT, TURN RIGHT AND GO NORTH ON THE DIRT ROAD FOR
 RN1598'1.85 MILES TO A SIDE ROAD RIGHT JUST AFTER CROSSING A WOODEN
 RN1598'BRIDGE, CONTINUE STRAIGHT AHEAD FOR 2.4 MILES TO A T
 RN1598'INTERSECTION, TURN LEFT AND GO 1.1 MILES TO A FORK, TAKE THE
 RN1598'RIGHT FORK AND GO 0.1 MILE TO THE AZIMUTH MARK ON THE
 RN1598'LEFT, CONTINUE NORTH FOR 0.4 MILE TO THE TOP OF A HILL, THE
 RN1598'FIRE TOWER AND THE STATION AS DESCRIBED.
 RN1598'
 RN1598'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 RN1598
 RN1598                          STATION RECOVERY (1974)
 RN1598
 RN1598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JLC)
 RN1598'NO MEASUREMENT BETWEEN R.M.S DUE TO HEAVY BRUSH ON LINE.
 RN1598'
 RN1598'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 RN1598'MARK WERE RECOVERED IN GOOD CONDITION.  U.S. GEOLOGICAL SURVEY
 RN1598'STATION FIVE MILE TOWER 1934 WAS FOUND DESTROYED.  THE AZIMUTH
 RN1598'MARK IS NO LONGER VISIBLE DUE TO TALL PINE TREES.  NO SUITABLE
 RN1598'LOCATION TO ESTABLISH A NEW AZIMUTH MARK.  A DIFFERENCE OF
 RN1598'0.036 METER SHORTER IN DISTANCE AND 2 MINUTES 18 SECONDS
 RN1598'GREATER TO REFERENCE MARK 1, AND 0.084 METER SHORTER IN
 RN1598'DISTANCE AND 1 MINUTE 54 SECONDS GREATER TO REFERENCE MARK
 RN1598'2 WAS NOTED AND VERIFIED.  A COMPLETE NEW DESCRIPTION
 RN1598'FOLLOWS.
 RN1598'
 RN1598'THE STATION IS ABOUT 14-1/2 MILES SOUTHWEST OF GORDON, 10 MILES
 RN1598'WEST OF MINONG AND ON PROPERTY OWNED BY THE STATE.
 RN1598'PERMISSION OBTAINED FROM MR. JAMES R. MILLER, AREA FOREST
 RN1598'RANGER, HAYWARD, WISCONSIN 54843, PHONE NUMBER 715-634-2688.
 RN1598'
 RN1598'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 53
 RN1598'AND STATE HIGHWAY 77 IN MINONG, GO WEST STATE HIGHWAY 77
 RN1598'FOR 6.4 MILES TO COUNTY ROAD K, CONTINUE WEST ON STATE HIGHWAY
 RN1598'77 FOR 5.25 MILES TO THOMPSON BRIDGE ROAD ON THE RIGHT.
 RN1598'TURN RIGHT AND GO NORTH ON THOMPSON BRIDGE ROAD FOR 1.85
 RN1598'MILES TO A SIDE ROAD RIGHT AND END OF PAVEMENT, CONTINUE
 RN1598'NORTH ON THOMPSON BRIDGE ROAD FOR 2.4 MILES TO A T-ROAD
 RN1598'INTERSECTION.  TURN LEFT AND GO WESTERLY ON A GRAVELED ROAD
 RN1598'FOR 1.5 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 RN1598'NORTHWEST ON A DIRT ROAD FOR 0.6 MILE TO THE AZIMUTH MARK ON
 RN1598'THE LEFT, CONTINUE NORTHWEST ON THE DIRT ROAD FOR 0.7 MILE
 RN1598'TO THE TOP OF THE HILL, THE FIVE MILE LOOKOUT TOWER AND
 RN1598'THE STATION.
 RN1598'
 RN1598'THE STATION MARKS ARE STANDARD DISKS STAMPED FIVE 1953,
 RN1598'WITH THE SURFACE DISK SET IN THE TOP OF A 12-INCH SQUARE
 RN1598'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT
 RN1598'IS 45 FEET NORTHWEST OF THE NORTHWEST LEG OF THE LOOKOUT
 RN1598'TOWER AND 14 FEET SOUTH OF A 4 BY 4-INCH WOODEN WITNESS
 RN1598'POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 RN1598'MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 RN1598'
 RN1598'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FIVE NO 1 1953,
 RN1598'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING
 RN1598'1 INCH ABOVE THE GROUND SURFACE.  IT IS 18 FEET EAST-NORTHEAST
 RN1598'OF A 20-INCH PINE TREE AND 2 FEET WEST OF A METAL WITNESS POST.
 RN1598'
 RN1598'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FIVE NO 2 1953,
 RN1598'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 RN1598'IS FLUSH WITH THE GROUND SURFACE.  IT IS 18 FEET SOUTH OF
 RN1598'THE CENTER OF THE DIRT ROAD AND 12 FEET NORTH OF A 12-INCH OAK
 RN1598'TREE.
 RN1598'
 RN1598'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FIVE 1953, SET
 RN1598'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS
 RN1598'FLUSH WITH THE GROUND SURFACE.  IT IS 15 FEET WEST OF THE
 RN1598'CENTER OF THE DIRT ROAD AND 2 FEET EAST OF A METAL WITNESS
 RN1598'POST.
 RN1598'
 RN1598'HEIGHT OF LIGHT ABOVE STATION MARK 73.2 FEET.
 RN1598'
 RN1598'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 RN1598'WEST OF MINONG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RN1599 ***********************************************************************
 RN1599  DESIGNATION -  FIVE MILE LOOKOUT TOWER
 RN1599  PID         -  RN1599
 RN1599  STATE/COUNTY-  WI/WASHBURN
 RN1599  USGS QUAD   -  FROG LAKE (1983)
 RN1599
 RN1599                         *CURRENT SURVEY CONTROL
 RN1599  ___________________________________________________________________
 RN1599* NAD 83(1991)-  46 06 26.53931(N)    092 01 42.89360(W)     ADJUSTED  
 RN1599* NAVD 88     -       333.     (meters)    1093.     (feet)  SCALED    
 RN1599  ___________________________________________________________________
 RN1599  LAPLACE CORR-          -5.94  (seconds)                    DEFLEC99
 RN1599  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 RN1599
 RN1599  HORZ ORDER  -  SECOND
 RN1599
 RN1599.The horizontal coordinates were established by classical geodetic methods
 RN1599.and adjusted by the National Geodetic Survey in March 1999..
 RN1599
 RN1599.The orthometric height was scaled from a topographic map.
 RN1599
 RN1599.The Laplace correction was computed from DEFLEC99 derived deflections.
 RN1599
 RN1599.The geoid height was determined by GEOID03.
 RN1599
 RN1599;                    North         East     Units Scale Factor Converg.
 RN1599;SPC WI N     -   106,556.489   443,189.148   MT  0.99994590   -1 27 48.1
 RN1599;SPC WI N     -   349,594.08  1,454,029.73   sFT  0.99994590   -1 27 48.1
 RN1599;UTM  15      - 5,106,436.021   575,073.416   MT  0.99966928   +0 42 00.3
 RN1599
 RN1599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN1599!SPC WI N     -   0.99995198  x   0.99994590  =   0.99989789
 RN1599!UTM  15      -   0.99995198  x   0.99966928  =   0.99962128
 RN1599
 RN1599                          SUPERSEDED SURVEY CONTROL
 RN1599
 RN1599  NAD 83(1991)-  46 06 26.53571(N)    092 01 42.89106(W) AD(       ) 2
 RN1599  NAD 83(1986)-  46 06 26.53066(N)    092 01 42.88912(W) AD(       ) 2
 RN1599  NAD 27      -  46 06 26.73500(N)    092 01 42.22200(W) AD(       ) 2
 RN1599
 RN1599.Superseded values are not recommended for survey control.
 RN1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1599.See file dsdata.txt to determine how the superseded data were derived.
 RN1599
 RN1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM7507306436(NAD 83)
 RN1599_MARKER: DD = SURVEY DISK
 RN1599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN1599_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RN1599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN1599+STABILITY: SURFACE MOTION
 RN1599
 RN1599  HISTORY     - Date     Condition        Report By
 RN1599  HISTORY     - 1934     MONUMENTED       USGS
 RN1599  HISTORY     - 1953     GOOD             CGS
 RN1599  HISTORY     - 1974     GOOD             NGS
 RN1599  HISTORY     - 1979     SEE DESCRIPTION  USGS
 RN1599
 RN1599                          STATION DESCRIPTION
 RN1599
 RN1599'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (CAS)
 RN1599'THE STATION IS THE CENTER OF THE FIVE MILE FIRE LOOKOUT
 RN1599'TOWER ESTABLISHED BY THE WISCONSIN CONSERVATION DEPARTMENT
 RN1599'IN 1932.  THE TOWER IS LOCATED ABOUT 1-1/2 MILES NORTH OF
 RN1599'LAKE NANCY, ABOUT 9 MILES WEST OF MINONG, IN THE SE 1/4
 RN1599'NE 1/4 OF SEC. 19, T. 42 N., R. 13 W.  THE TOWER IS MADE OF
 RN1599'STEEL WITH A WOOD HOUSE.  IT IS THE STANDARD TYPE WITH FOUR
 RN1599'LEGS CENTERED OVER FOUR CONCRETE FOOTINGS.  THE FLOOR OF THE
 RN1599'HOUSE IS 84 FEET ABOVE THE FOOTINGS.
 RN1599
 RN1599                          STATION RECOVERY (1953)
 RN1599
 RN1599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 RN1599'THE STATION IS LOCATED ABOUT 9 MILES WEST OF MINONG AND
 RN1599'8-1/2 MILES SOUTHEAST OF DAIRYLAND ON THE HIGHEST LAND IN
 RN1599'THE NEAR VICINITY.  IT IS AT THE CENTER OF THE BASE OF THE FIVE
 RN1599'MILE FIRE LOOKOUT TOWER.  THE MARK IS OF CONCRETE, 6 BY 6
 RN1599'INCHES SQUARE, PROJECTS 10 INCHES AND A STANDARD USGS BENCH
 RN1599'MARK DISK IS STAMPED FIVE MILE TOWER 1934.
 RN1599'
 RN1599'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 RN1599'FIVE TO THIS MARK AND THE DISTANCE IS 16.882 METERS SOUTHEAST.
 RN1599'(55.39 FEET)
 RN1599'
 RN1599'TO REACH THE STATION FROM SPOONER, FROM THE JUNCTION
 RN1599'OF U.S. HIGHWAY 53 AND COUNTY HIGHWAY K, GO NORTH ON COUNTY
 RN1599'HIGHWAY K FOR 16.0 MILES TO STATE HIGHWAY 77, TURN LEFT
 RN1599'AND GO WEST ON STATE HIGHWAY 77 FOR 4.65 MILES TO A SAND
 RN1599'SIDE ROAD RIGHT, TURN RIGHT AND GO NORTH FOR 1.85 MILES TO A
 RN1599'SIDE ROAD RIGHT JUST AFTER CROSSING A BRIDGE, CONTINUE STRAIGHT
 RN1599'AHEAD FOR 2.4 MILES TO A T INTERSECTION, TURN LEFT AND GO
 RN1599'1.1 MILES TO A FORK, TAKE THE RIGHT FORK AND GO 0.5 MILE TO
 RN1599'THE TOP OF A HILL, A FIRE LOOKOUT TOWER AND THE STATION.
 RN1599
 RN1599                          STATION RECOVERY (1974)
 RN1599
 RN1599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 RN1599'THE FIVE MILE LOOKOUT TOWER WAS RECOVERED AS DESCRIBED IN
 RN1599'1953, THE U.S. GEOLOGICAL SURVEY STATION FIVE MILE TOWER 1934
 RN1599'WAS SEARCHED FOR BUT NOT RECOVERED AND PRESUMED DESTROYED.
 RN1599'
 RN1599'THE TRAVERSE DISTANCE TO THE CENTER OF THE BASE OF THE TOWER
 RN1599'WAS FOUND TO BE DIFFERENT BY 0.019 METER LONGER.
 RN1599
 RN1599                          STATION RECOVERY (1979)
 RN1599
 RN1599'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (CDL)
 RN1599'THIS MARK WAS FOUND DESTROYED.  THE CONCRETE POST WAS FOUND,
 RN1599'BUT TABLET HAS BEEN REMOVED FROM POST.  THE ELEV. ON THIS MARK
 RN1599'IS OKAY FOR STADIA WORK, BUT NO GOOD FOR CONTROL WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1269 ***********************************************************************
 OM1269  DESIGNATION -  FIX PT A
 OM1269  PID         -  OM1269
 OM1269  STATE/COUNTY-  WI/FOND DU LAC
 OM1269  USGS QUAD   -  FOND DU LAC (1992)
 OM1269
 OM1269                         *CURRENT SURVEY CONTROL
 OM1269  ___________________________________________________________________
 OM1269* NAD 83(1997)-  43 46 29.18949(N)    088 29 08.06032(W)     ADJUSTED  
 OM1269* NAVD 88     -       238.4    (meters)     782.     (feet)  VERTCON   
 OM1269  ___________________________________________________________________
 OM1269  X           -     121,914.698 (meters)                     COMP
 OM1269  Y           -  -4,611,359.753 (meters)                     COMP
 OM1269  Z           -   4,390,196.498 (meters)                     COMP
 OM1269  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 OM1269  ELLIP HEIGHT-         202.83  (meters)          (09/30/02) GPS OBS
 OM1269  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 OM1269
 OM1269  HORZ ORDER  -  THIRD
 OM1269  ELLP ORDER  -  FOURTH    CLASS I
 OM1269
 OM1269.This mark is at Fond Du Lac Airport (FLD)
 OM1269
 OM1269.The horizontal coordinates were established by GPS observations
 OM1269.and adjusted by the National Geodetic Survey in September 2002..
 OM1269
 OM1269.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM1269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM1269
 OM1269.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1269
 OM1269.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1269
 OM1269.The ellipsoidal height was determined by GPS observations
 OM1269.and is referenced to NAD 83.
 OM1269
 OM1269.The geoid height was determined by GEOID03.
 OM1269
 OM1269;                    North         East     Units Scale Factor Converg.
 OM1269;SPC WI S     -   198,270.161   721,912.685   MT  0.99995377   +1 02 26.0
 OM1269;SPC WI S     -   650,491.35  2,368,475.20   sFT  0.99995377   +1 02 26.0
 OM1269;UTM  16      - 4,847,930.469   380,445.338   MT  0.99977580   -1 01 40.4
 OM1269
 OM1269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1269!SPC WI S     -   0.99996820  x   0.99995377  =   0.99992197
 OM1269!UTM  16      -   0.99996820  x   0.99977580  =   0.99974400
 OM1269
 OM1269                          SUPERSEDED SURVEY CONTROL
 OM1269
 OM1269  NAD 83(1991)-  43 46 29.18892(N)    088 29 08.05942(W) AD(       ) 3
 OM1269  ELLIP H (08/19/91)  202.91   (m)                       GP(       ) 4 1
 OM1269  NGVD 29 (08/19/91)  238.5    (m)          782.     (f) GPS OBS        
 OM1269
 OM1269.Superseded values are not recommended for survey control.
 OM1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1269.See file dsdata.txt to determine how the superseded data were derived.
 OM1269
 OM1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8044547930(NAD 83)
 OM1269_MARKER: Z = SEE DESCRIPTION
 OM1269_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OM1269_SP_SET: CONCRETE SIGN BASE
 OM1269_STAMPING: 36-18 RAMP
 OM1269_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OM1269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM1269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1269+SATELLITE: SATELLITE OBSERVATIONS - August 16, 1990
 OM1269
 OM1269  HISTORY     - Date     Condition        Report By
 OM1269  HISTORY     - 1989     MONUMENTED       NGS
 OM1269  HISTORY     - 19891231 GOOD             NGS
 OM1269  HISTORY     - 19900816 GOOD             NGS
 OM1269
 OM1269                          STATION DESCRIPTION
 OM1269
 OM1269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OM1269'THE STATION IS LOCATED NORTH OF RUNWAY END 27 BETWEEN THE NORTH SOUTH
 OM1269'TAXIWAY AND RUNWAY 18-36.  THE STATION IS WEST FROM THE MERCURY MARINE
 OM1269'HANGAR ENTRANCE.  IT IS A PUNCH HOLE SURROUNDED BY FOUR CHISELED WINGS
 OM1269'IN THE SOUTHWEST CORNER OF THE CONCRETE BASE OF A SIGN READING
 OM1269'---36-18--- ON THE EAST SIDE, AND ---RAMP--- ON THE WEST SIDE.
 OM1269
 OM1269                          STATION RECOVERY (1990)
 OM1269
 OM1269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OM1269'THE STATION IS LOCATED AT THE WEST EDGE OF FOND DU LAC AND AT THE FOND
 OM1269'DULAC COUNTY AIRPORT.  OWNERSHIP--FOND DU LAC COUNTY, N6308 ROLLING
 OM1269'MEADOW DRIVE, FOND DU LAC, WI 54935.  THE AIRPORT MANAGER IS LEE
 OM1269'PERRIZO, FOND DU LAC COUNTY AIRPORT, N6308 ROLLING MEADOW DRIVE, FOND
 OM1269'DU LAC, WI 54935, PHONE 414-922-6000.
 OM1269'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE
 OM1269'HIGHWAY 23 IN WEST FOND DU LAC, GO WEST ON STATE HIGHWAY 23 FOR 0.25
 OM1269'KM (0.16 MI) TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON COUNTY ROAD
 OM1269'VVV FOR 1.05 KM (0.65 MI) TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT
 OM1269'AND GO WEST ON THE AIRPORT ENTRANCE ROAD FOR 0.15 KM (0.09 MI) TO A
 OM1269'PAVED ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH ON THE PAVED ROAD FOR
 OM1269'0.1 KM (0.1 MI) TO A DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO WEST
 OM1269'ON THE DRIVEWAY AND ALONG A TAXIWAY FOR 0.15 KM (0.09 MI) TO A
 OM1269'TAXIWAY. TURN RIGHT AND GO NORTH ON THE TAXIWAY FOR 0.65 KM
 OM1269'(0.40 MI) TO A RUNWAY RAMP AND THE STATION ON THE LEFT IN THE
 OM1269'SOUTHWEST CORNER OF THE CONCRETE BASE OF A SIGN READING 36-18.
 OM1269'THE STATION IS A PUNCH HOLE SURROUNDED BY 4 CHISELLED WINGS IN THE
 OM1269'SOUTHWEST CORNER OF THE CONCRETE BASE OF A SIGN.  LOCATED 20.45 M
 OM1269'(67.09 FT) SOUTH FROM THE CENTERLINE OF A TAXIWAY, 15.45 M
 OM1269'(50.69 FT) WEST FROM THE CENTERLINE OF A TAXIWAY, 0.13 M (0.43 FT)
 OM1269'EAST FROM THE WEST EDGE OF THE CONCRETE BASE AND 0.13 M (0.43 FT)
 OM1269'NORTH FROM THE SOUTH EDGE OF THE CONCRETE BASE.  THE CONCRETE BASE
 OM1269'PROJECT 2 CM ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0759 ***********************************************************************
 QM0759  DESIGNATION -  FLAMBEAU
 QM0759  PID         -  QM0759
 QM0759  STATE/COUNTY-  WI/VILAS
 QM0759  USGS QUAD   -  FENCE LAKE (1971)
 QM0759
 QM0759                         *CURRENT SURVEY CONTROL
 QM0759  ___________________________________________________________________
 QM0759* NAD 83(1991)-  45 59 46.07535(N)    089 50 41.17419(W)     ADJUSTED  
 QM0759* NAVD 88     -       520.     (meters)    1706.     (feet)  SCALED    
 QM0759  ___________________________________________________________________
 QM0759  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 QM0759  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 QM0759
 QM0759  HORZ ORDER  -  FIRST
 QM0759
 QM0759.The horizontal coordinates were established by classical geodetic methods
 QM0759.and adjusted by the National Geodetic Survey in November 1991..
 QM0759
 QM0759.The orthometric height was scaled from a topographic map.
 QM0759
 QM0759.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0759
 QM0759.The geoid height was determined by GEOID03.
 QM0759
 QM0759;                    North         East     Units Scale Factor Converg.
 QM0759;SPC WI N     -    92,201.687   612,024.807   MT  0.99994981   +0 06 43.1
 QM0759;SPC WI N     -   302,498.37  2,007,951.39   sFT  0.99994981   +0 06 43.1
 QM0759;UTM  16      - 5,097,552.969   279,710.520   MT  1.00019661   -2 02 49.4
 QM0759
 QM0759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0759!SPC WI N     -   0.99992332  x   0.99994981  =   0.99987314
 QM0759!UTM  16      -   0.99992332  x   1.00019661  =   1.00011992
 QM0759
 QM0759|---------------------------------------------------------------------|
 QM0759| PID    Reference Object                     Distance      Geod. Az  |
 QM0759|                                                           dddmmss.s |
 QM0759| CJ4956 FLAMBEAU RM 1                        21.590 METERS 17707     |
 QM0759| CJ4955 FLAMBEAU AZ MK                                     2393429.2 |
 QM0759|---------------------------------------------------------------------|
 QM0759
 QM0759                          SUPERSEDED SURVEY CONTROL
 QM0759
 QM0759  NAD 83(1986)-  45 59 46.07088(N)    089 50 41.16914(W) AD(       ) 1
 QM0759  NAD 27      -  45 59 46.24900(N)    089 50 40.61500(W) AD(       ) 1
 QM0759
 QM0759.Superseded values are not recommended for survey control.
 QM0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0759.See file dsdata.txt to determine how the superseded data were derived.
 QM0759
 QM0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR7971197553(NAD 83)
 QM0759_MARKER: DS = TRIANGULATION STATION DISK
 QM0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0759
 QM0759  HISTORY     - Date     Condition        Report By
 QM0759  HISTORY     - 1952     MONUMENTED       CGS
 QM0759
 QM0759                          STATION DESCRIPTION
 QM0759
 QM0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QM0759'THE STATION IS LOCATED ABOUT 3.0 MILES NORTHEAST OF LAC DU
 QM0759'FLAMBEAU AND 1.0 MILE SOUTH OF WHITE SAND LAKE AND AT THE
 QM0759'SITE OF THE FLAMBEAU LOOKOUT TOWER.
 QM0759'
 QM0759'TO REACH THE STATION FROM THE TOWN HALL IN LAC DU FLAMBEAU,
 QM0759'GO EAST ON THE MAIN STREET FOR 50 YARDS TO A FORK, TAKE LEFT
 QM0759'FORK, COUNTY ROAD D, FOR 2.0 MILES TO A SIDE ROAD LEFT, NORTH,
 QM0759'AND SIGN FLAMBEAU TOWER.  TURN LEFT FOLLOWING WOODS ROAD
 QM0759'FOR 0.4 MILE TO THE LOOKOUT TOWER AND THE STATION SITE.
 QM0759'
 QM0759'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 QM0759'POST PROJECTING 1 INCH.  IT IS 20 FEET SOUTH OF THE SOUTHEAST
 QM0759'CORNER OF THE RANGER CABIN AND 25 FEET SOUTH OF A WELL.  THE
 QM0759'MARK IS STAMPED FLAMBEAU 1952.
 QM0759'
 QM0759'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE
 QM0759'CONCRETE POST PROJECTING 5 INCHES.  IT IS 27 FEET SOUTH OF
 QM0759'TELEPHONE POLE 0CC1 AND 9 FEET WEST OF THE CENTERLINE OF
 QM0759'THE ROAD.  THE MARK IS STAMPED FLAMBEAU NO 1 1952.
 QM0759'
 QM0759'FLAMBEAU TOWER D (USGS) WAS OBSERVED UPON AS A REFERENCE
 QM0759'MARK.  IT IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 QM0759'SET IN A 6 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
 QM0759'THE MARK IS SET DIRECTLY UNDER THE CENTER OF THE LOOKOUT TOWER.
 QM0759'IT IS STAMPED D 1934 FLAMBEAU TOWER.
 QM0759'
 QM0759'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 QM0759'POST PROJECTING 6 INCHES.  IT IS 100 FEET SOUTHEAST OF THE
 QM0759'DEPOT, 31 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACKS,
 QM0759'19 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD D, 4 FEET
 QM0759'WEST OF TELEPHONE POLE 4105-34E14 AND 3 FEET EAST OF A WITNESS
 QM0759'POST.  THE MARK IS STAMPED FLAMBEAU 1952.
 QM0759'
 QM0759'TO REACH THE AZIMUTH MARK FROM THE TOWN HALL IN LAC DU FLAMBEAU,
 QM0759'GO EAST FOR 50 YARDS TO A FORK.  TAKE LEFT FORK, COUNTY ROAD
 QM0759'D, FOR 1.6 MILES TO A RAILROAD CROSSING AND THE MARK AS
 QM0759'DESCRIBED.
 QM0759'
 QM0759'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0558 ***********************************************************************
 QN0558  DESIGNATION -  FLAMBEAU
 QN0558  PID         -  QN0558
 QN0558  STATE/COUNTY-  WI/CHIPPEWA
 QN0558  USGS QUAD   -  FLAMBEAU RIDGE (1971)
 QN0558
 QN0558                         *CURRENT SURVEY CONTROL
 QN0558  ___________________________________________________________________
 QN0558* NAD 83(1991)-  45 16 51.67171(N)    091 12 26.98006(W)     ADJUSTED  
 QN0558* NAVD 88     -       465.     (meters)    1526.     (feet)  SCALED    
 QN0558  ___________________________________________________________________
 QN0558  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 QN0558  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 QN0558
 QN0558  HORZ ORDER  -  FIRST
 QN0558
 QN0558.The horizontal coordinates were established by classical geodetic methods
 QN0558.and adjusted by the National Geodetic Survey in November 1991..
 QN0558
 QN0558.The orthometric height was scaled from a topographic map.
 QN0558
 QN0558.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0558
 QN0558.The geoid height was determined by GEOID03.
 QN0558
 QN0558;                    North         East     Units Scale Factor Converg.
 QN0558;SPC WI C     -   161,572.993   505,266.177   MT  0.99996565   -0 51 07.1
 QN0558;SPC WI C     -   530,094.06  1,657,694.12   sFT  0.99996565   -0 51 07.1
 QN0558;UTM  15      - 5,015,731.784   640,584.360   MT  0.99984301   +1 16 26.0
 QN0558
 QN0558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0558!SPC WI C     -   0.99993188  x   0.99996565  =   0.99989753
 QN0558!UTM  15      -   0.99993188  x   0.99984301  =   0.99977490
 QN0558
 QN0558:                Primary Azimuth Mark                     Grid Az
 QN0558:SPC WI C     -  LADYSMITH MUNICIPAL TANK                 022 55 59.1
 QN0558:UTM  15      -  LADYSMITH MUNICIPAL TANK                 020 48 26.0
 QN0558
 QN0558|---------------------------------------------------------------------|
 QN0558| PID    Reference Object                     Distance      Geod. Az  |
 QN0558|                                                           dddmmss.s |
 QN0558| QN0549 LADYSMITH MUNICIPAL TANK            APPROX.22.1 KM 0220452.0 |
 QN0558| CJ4953 FLAMBEAU RM 1                        30.794 METERS 03615     |
 QN0558| CJ4954 FLAMBEAU RM 2                        33.101 METERS 10505     |
 QN0558| CJ4952 FLAMBEAU AZ MK                                     1312245.5 |
 QN0558| QN0559 FLAMBEAU RIDGE LOOKOUT                8.992 METERS 16105     |
 QN0558|---------------------------------------------------------------------|
 QN0558
 QN0558                          SUPERSEDED SURVEY CONTROL
 QN0558
 QN0558  NAD 83(1986)-  45 16 51.66567(N)    091 12 26.97937(W) AD(       ) 1
 QN0558  NAD 27      -  45 16 51.79300(N)    091 12 26.45100(W) AD(       ) 1
 QN0558
 QN0558.Superseded values are not recommended for survey control.
 QN0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0558.See file dsdata.txt to determine how the superseded data were derived.
 QN0558
 QN0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL4058415732(NAD 83)
 QN0558_MARKER: DS = TRIANGULATION STATION DISK
 QN0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0558_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QN0558_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QN0558+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2003
 QN0558
 QN0558  HISTORY     - Date     Condition        Report By
 QN0558  HISTORY     - 1934     MONUMENTED       CGS
 QN0558  HISTORY     - 1981     GOOD             WIDT
 QN0558  HISTORY     - 20030606 GOOD             USPSQD
 QN0558
 QN0558                          STATION DESCRIPTION
 QN0558
 QN0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QN0558'THIS STATION IS ABOUT 14 MILES SOUTHWEST OF LADYSMITH AND 12
 QN0558'MILES SOUTH OF BRUCE, IN THE SOUTHWEST QUARTER SEC. 2, T. 32 N.,
 QN0558'R. 7 W., ON LAND OWNED AND OCCUPIED BY MARTIN GOURDOUX.  STATION
 QN0558'IS ON THE SAME RANGE AS FLAMBEAU RIDGE LOOKOUT.  THE MARK IS
 QN0558'20 FEET SOUTHWEST OF 1-1/2-FOOT OAK TREE, 29.5 FEET NORTH OF THE
 QN0558'CENTER OF THE LOOKOUT TOWER, AND PROJECTS 12 INCHES.
 QN0558'
 QN0558'TO REACH STATION FROM LADYSMITH AT THE INTERSECTION OF STATE
 QN0558'HIGHWAY 27 AND U.S. HIGHWAY 8, GO SOUTH ON HIGHWAY 27 FOR 11.85
 QN0558'MILES TO CROSSROADS (INTERSECTION WITH COUNTY HIGHWAY D),
 QN0558'THENCE WEST ON HIGHWAY D 5.0 MILES TO NORTH END OF BRIDGE OVER
 QN0558'CHIPPEWA RIVER, CROSS BRIDGE TO T-ROAD (COUNTY HIGHWAY E), THENCE
 QN0558'EAST ON HIGHWAY E 0.7 MILE TO SQUAW POINT STORE, TURN SOUTH FOR
 QN0558'0.7 MILE TO CROSSROADS, THENCE EAST ON HIGHWAY E 0.5 MILE, TURN
 QN0558'SOUTH FOR 1.0 MILE, THENCE WEST FOR 0.5 MILE TO CROSSROADS
 QN0558'(HIGHWAY E TURNS SOUTH AT THIS POINT), CONTINUE WEST FOR 0.5 MILE
 QN0558'TO END OF ROAD AND LANE LEADING TO MARTIN GOURDOUXS HOUSE,
 QN0558'PASS AROUND EAST SIDE OF BARN AND FOLLOW TRAIL NORTH AND WEST
 QN0558'AROUND FENCED FIELD TO TOP OF RIDGE AND STATION.
 QN0558'
 QN0558'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION, IN A GROVE
 QN0558'OF SMALL TREES, AND PROJECTS 12 INCHES.
 QN0558'
 QN0558'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION, ON THE EDGE
 QN0558'OF THE DOWNWARD SLOPE OF THE RIDGE, AND PROJECTS 12 INCHES.
 QN0558'
 QN0558'AZIMUTH MARK IS SOUTHEAST OF THE STATION AT POINT WHERE LANE FROM
 QN0558'GOURDOUX FARMHOUSE TURNS EAST.  THE MARK IS 1 FOOT WEST OF THE
 QN0558'FENCE CORNER, 9 FEET NORTHEAST OF THE CENTERLINE OF THE LANE, 0.1
 QN0558'MILE SOUTH-SOUTHEAST OF THE FARMHOUSE, AND PROJECTS 12 INCHES.
 QN0558'
 QN0558'A LIGHT 74 FEET ABOVE BALUTIS COMES INTO VIEW AT 25 FEET ABOVE
 QN0558'THE GROUND.
 QN0558'
 QN0558'LIGHTS 47 FEET ABOVE PINGLE.  74 FEET ABOVE BLUE HILL, CRANE
 QN0558'R.M. NO. 1, AND KREIER.  100 FEET ABOVE MINNIE R.M. NO. 1. AND 60
 QN0558'FEET ABOVE RANGER, COME INTO VIEW AT 45 FEET ABOVE THE GROUND.
 QN0558
 QN0558                          STATION RECOVERY (1981)
 QN0558
 QN0558'RECOVERY NOTE BY WI DEPT OF TRANSP 1981 (SI)
 QN0558'FLAMBEAU 1934 RECOVERED GOOD.
 QN0558'
 QN0558'(SEE ATTACHED REVISED DESCRIPTION).
 QN0558'
 QN0558'DISTANCE AND DIRECTION FROM NEAREST TOWN--14 MILES SW OF LADYSMITH
 QN0558'AND 12 MILES SOUTH OF BRUCE.
 QN0558
 QN0558                          STATION RECOVERY (2003)
 QN0558
 QN0558'RECOVERY NOTE BY US POWER SQUADRON 2003 (LEK)
 QN0558'FLAMBEAU RIDGE LOOKOUT TOWER REFERENCED WAS REMOVED AND REERECTED
 QN0558'+-1/2 MILE WESTERLY IN NE 1/4, S 3, T 32 N, R 7 W, +- 1944, (LOCAL
 QN0558'INFORMENT).  CARSONITE WITNESS POST PLACED 3' NORTH OF STATION MARK,
 QN0558'3'NORTH OF REFERENCE NO. 1, 3' NORTH OF REFERENCE NO. 2, 1' SOUTH OF
 QN0558'AZIMUTH MARK.
 QN0558'SATELITE USABILITY, WITHIN WOODED TERRAIN.  BEARING STATION MARK TO
 QN0558'RIDGE POLE OF HOUSE +- 174 (HAND COMPASS).  PROPERTY OWNERSHIP LARRY
 QN0558'AND SALLY MEYER,  HOLCOMBE, WIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0758 ***********************************************************************
 QM0758  DESIGNATION -  FLAMBEAU LOT D USGS 1952
 QM0758  PID         -  QM0758
 QM0758  STATE/COUNTY-  WI/VILAS
 QM0758  USGS QUAD   -  FENCE LAKE (1971)
 QM0758
 QM0758                         *CURRENT SURVEY CONTROL
 QM0758  ___________________________________________________________________
 QM0758* NAD 83(1991)-  45 59 46.37133(N)    089 50 41.71401(W)     ADJUSTED  
 QM0758* NAVD 88     -       520.     (meters)    1706.     (feet)  SCALED    
 QM0758  ___________________________________________________________________
 QM0758  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 QM0758  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 QM0758
 QM0758  HORZ ORDER  -  THIRD
 QM0758
 QM0758.The horizontal coordinates were established by classical geodetic methods
 QM0758.and adjusted by the National Geodetic Survey in November 1991..
 QM0758
 QM0758.The orthometric height was scaled from a topographic map.
 QM0758
 QM0758.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0758
 QM0758.The geoid height was determined by GEOID03.
 QM0758
 QM0758;                    North         East     Units Scale Factor Converg.
 QM0758;SPC WI N     -    92,210.802   612,013.174   MT  0.99994981   +0 06 42.7
 QM0758;SPC WI N     -   302,528.27  2,007,913.22   sFT  0.99994981   +0 06 42.7
 QM0758;UTM  16      - 5,097,562.518   279,699.235   MT  1.00019667   -2 02 49.8
 QM0758
 QM0758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0758!SPC WI N     -   0.99992332  x   0.99994981  =   0.99987314
 QM0758!UTM  16      -   0.99992332  x   1.00019667  =   1.00011998
 QM0758
 QM0758                          SUPERSEDED SURVEY CONTROL
 QM0758
 QM0758  NAD 83(1986)-  45 59 46.36685(N)    089 50 41.70896(W) AD(       ) 4
 QM0758  NAD 27      -  45 59 46.54500(N)    089 50 41.15500(W) AD(       ) 3
 QM0758
 QM0758.Superseded values are not recommended for survey control.
 QM0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0758.See file dsdata.txt to determine how the superseded data were derived.
 QM0758
 QM0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR7969997563(NAD 83)
 QM0758_MARKER: DD = SURVEY DISK
 QM0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0758_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QM0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0758+STABILITY: SURFACE MOTION
 QM0758
 QM0758  HISTORY     - Date     Condition        Report By
 QM0758  HISTORY     - 1952     MONUMENTED       USGS
 QM0758  HISTORY     - 20050921 MARK NOT FOUND   WIDT
 QM0758
 QM0758                          STATION DESCRIPTION
 QM0758
 QM0758'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (LFW)
 QM0758'THE STATION IS LOCATED ABOUT 3.0 MILES NORTHEAST OF LAC DU
 QM0758'FLAMBEAU AND 1.0 MILE SOUTH OF WHITE SAND LAKE.
 QM0758'
 QM0758'THE MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK SET IN A
 QM0758'SIX INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  THE MARK
 QM0758'IS STAMPED FLAMBEAU TOWER D 1934 AND IS SET DIRECTLY UNDER
 QM0758'THE FIRE TOWER.
 QM0758'
 QM0758'TO REACH FROM THE TOWN HALL IN LAC DU FLAMBEAU, GO EAST FOR
 QM0758'ABOUT FIFTY YARDS TO FORKS, TAKE LEFT FORK AND CONTINUE ON
 QM0758'HARD SURFACED ROAD (COUNTY ROUTE D) FOR 2.0 MILES TO A SIDE
 QM0758'ROAD LEFT AND SIGN FLAMBEAU FIRE TOWER, TURN LEFT AND FOLLOW
 QM0758'TRACK ROAD FOR 0.4 MILE TO THE STATION.
 QM0758
 QM0758                          STATION RECOVERY (2005)
 QM0758
 QM0758'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0758'MARK NOT FOUND.  ADD-ENTIRE TOP OF HILL HAS BEEN REGRADED AND A
 QM0758'COMMUNICATIONS TOWER AND BUILDING ERECTED, THE LOCATION OF STATION IS
 QM0758'UNDER A GREEN STEEL SIDED TELECOMMUNICATIONS BUILDING INSIDE A FENCED
 QM0758'AREA. NO EVIDENCE OF THE LOOKOUT TOWER REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0873 ***********************************************************************
 RM0873  DESIGNATION -  FLANN
 RM0873  PID         -  RM0873
 RM0873  STATE/COUNTY-  WI/DOUGLAS
 RM0873  USGS QUAD   -  SOUTH RANGE (1975)
 RM0873
 RM0873                         *CURRENT SURVEY CONTROL
 RM0873  ___________________________________________________________________
 RM0873* NAD 83(1991)-  46 35 07.12325(N)    091 56 11.66193(W)     ADJUSTED  
 RM0873* NAVD 88     -       347.     (meters)    1138.     (feet)  SCALED    
 RM0873  ___________________________________________________________________
 RM0873  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 RM0873  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 RM0873
 RM0873  HORZ ORDER  -  SECOND
 RM0873
 RM0873.The horizontal coordinates were established by classical geodetic methods
 RM0873.and adjusted by the National Geodetic Survey in March 1999..
 RM0873
 RM0873.The orthometric height was scaled from a topographic map.
 RM0873
 RM0873.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0873
 RM0873.The geoid height was determined by GEOID03.
 RM0873
 RM0873;                    North         East     Units Scale Factor Converg.
 RM0873;SPC WI N     -   159,487.566   451,595.205   MT  0.99997188   -1 23 49.2
 RM0873;SPC WI N     -   523,252.12  1,481,608.60   sFT  0.99997188   -1 23 49.2
 RM0873;UTM  15      - 5,159,632.248   581,470.812   MT  0.99968158   +0 46 21.1
 RM0873
 RM0873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0873!SPC WI N     -   0.99994997  x   0.99997188  =   0.99992185
 RM0873!UTM  15      -   0.99994997  x   0.99968158  =   0.99963156
 RM0873
 RM0873|---------------------------------------------------------------------|
 RM0873| PID    Reference Object                     Distance      Geod. Az  |
 RM0873|                                                           dddmmss.s |
 RM0873| RM0874 FLANNAGAN LOT D                      37.332 METERS 05757     |
 RM0873| RM0872 MIDDLE RIVER SANATORIUM TANK        APPROX. 6.7 KM 1372136.4 |
 RM0873| CJ2513 FLANN RM 1                           18.653 METERS 23916     |
 RM0873|---------------------------------------------------------------------|
 RM0873
 RM0873                          SUPERSEDED SURVEY CONTROL
 RM0873
 RM0873  NAD 83(1991)-  46 35 07.12305(N)    091 56 11.66007(W) AD(       ) 2
 RM0873  NAD 83(1986)-  46 35 07.11742(N)    091 56 11.65885(W) AD(       ) 2
 RM0873  NAD 27      -  46 35 07.33100(N)    091 56 10.97800(W) AD(       ) 2
 RM0873
 RM0873.Superseded values are not recommended for survey control.
 RM0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0873.See file dsdata.txt to determine how the superseded data were derived.
 RM0873
 RM0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM8147159632(NAD 83)
 RM0873_MARKER: DS = TRIANGULATION STATION DISK
 RM0873_SETTING: 0 = UNSPECIFIED SETTING
 RM0873
 RM0873  HISTORY     - Date     Condition        Report By
 RM0873  HISTORY     - 1953     MONUMENTED       CGS
 RM0873  HISTORY     - 1959     GOOD             CGS
 RM0873  HISTORY     - 1977     GOOD             NGS
 RM0873
 RM0873                          STATION DESCRIPTION
 RM0873
 RM0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 RM0873'THE STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF THE CITY
 RM0873'OF SUPERIOR, 7 MILES WEST OF THE VILLAGE OF WENTWORTH AND IT IS
 RM0873'ON A EAST-WEST RIDGE AT THE SITE OF THE FLANNAGAN LOOKOUT TOWER.
 RM0873'IT IS 71 FEET NORTH-NORTHEAST OF A BALSAM TREE AND 42.5 FEET
 RM0873'SOUTH OF A STEEP INCLINE.  THE MARK IS FLUSH WITH THE SURFACE
 RM0873'AND THE DISK IS STAMPED FLANN 1953.
 RM0873'
 RM0873'D-1934 (USGS) FLANNAGAN WAS USED FOR REFERENCE MARK NO. 2.
 RM0873'IT IS A U.S.G.S.  BENCH MARK DISK SET UNDER THE CENTER OF THE
 RM0873'LOOKOUT TOWER AND IT IS FLUSH WITH THE SURFACE.
 RM0873'
 RM0873'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 RM0873'FLANN 1953 TO D-1934 (USGS) AND THE DISTANCE IS SHOWN ABOVE.
 RM0873'
 RM0873'REFERENCE MARK NO. 1 IS 42.5 FEET SOUTH OF A STEEL INCLINE
 RM0873'AND 40 FEET NORTH OF A BALSAM TREE.  THE MARK IS FLUSH WITH
 RM0873'THE SURFACE AND THE DISK IS STAMPED FLANN NO 1 1953.
 RM0873'
 RM0873'TO REACH FROM THE COURTHOUSE IN THE CITY OF SUPERIOR, GO
 RM0873'EAST-SOUTHEAST ON U.S. HIGHWAY 53 AND 2 FOR 12.8 MILES TO THEIR
 RM0873'JUNCTION, KEEP RIGHT ON U.S. HIGHWAY 53 FOR 1.05 MILES TO A SIDE
 RM0873'ROAD ON THE RIGHT, TURN RIGHT (WEST) AND CROSS RAILROAD
 RM0873'TRACKS.  CONTINUE STRAIGHT AHEAD (WEST) FOR 0.95 MILE TO A
 RM0873'CROSSROADS.  HERE CONTINUE STRAIGHT AHEAD FOR 0.2 MILE
 RM0873'TO A SIDE ROAD ON THE LEFT, TURN LEFT (SOUTH) ALONG A
 RM0873'TELEPHONE LINE AND TRACK ROAD FOR 0.5 MILE TO THE STATION
 RM0873'SITE AND THE FLANNAGAN LOOKOUT TOWER.
 RM0873'
 RM0873'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 RM0873
 RM0873                          STATION RECOVERY (1959)
 RM0873
 RM0873'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JAW)
 RM0873'STATION RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 RM0873
 RM0873                          STATION RECOVERY (1977)
 RM0873
 RM0873'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 RM0873'STATION, REFERENCE MARK NUMBER 1 AND FLANNAGAN D-1934 (USGS) WERE
 RM0873'RECOVERED AND FOUND IN GOOD CONDITION.  THE FLANNAGAN LOOKOUT
 RM0873'TOWER IS STILL THERE, BUT NO LONGER MANED.
 RM0873'
 RM0873'TO REACH FROM THE COURTHOUSE IN SUPERIOR, GO EAST-SOUTHEAST ON
 RM0873'U.S. HIGHWAY 53 AND 2 FOR 12.8 MILES TO THE JUNCTION OF SAID
 RM0873'HIGHWAYS, KEEP RIGHT U.S. HIGHWAY 53 FOR 1.05 MILE TO A
 RM0873'CROSSROAD.  TURN RIGHT AND CROSS RAILROAD TRACK.  CONTINUE AHEAD
 RM0873'FOR 1.0 MILE TO A CROSSROAD.  CONTINUE AHEAD FOR 0.2 MILE TO A
 RM0873'SIDE ROAD LEFT.  TURN LEFT ON TRACK ROAD AND GO FOR 0.5 MILE TO
 RM0873'THE LOOKOUT TOWER AND THE STATION ON THE RIGHT A HIGH ROCKIE
 RM0873'RIDGE.
 RM0873'
 RM0873'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RM0873'ABOUT 10 MILES SE OF SUPERIOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0874 ***********************************************************************
 RM0874  DESIGNATION -  FLANNAGAN LOT D
 RM0874  PID         -  RM0874
 RM0874  STATE/COUNTY-  WI/DOUGLAS
 RM0874  USGS QUAD   -  SOUTH RANGE (1975)
 RM0874
 RM0874                         *CURRENT SURVEY CONTROL
 RM0874  ___________________________________________________________________
 RM0874* NAD 83(1991)-  46 35 07.76488(N)    091 56 10.17572(W)     ADJUSTED  
 RM0874* NAVD 88     -       347.     (meters)    1138.     (feet)  SCALED    
 RM0874  ___________________________________________________________________
 RM0874  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 RM0874  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 RM0874
 RM0874  HORZ ORDER  -  SECOND
 RM0874
 RM0874.The horizontal coordinates were established by classical geodetic methods
 RM0874.and adjusted by the National Geodetic Survey in March 1999..
 RM0874
 RM0874.The orthometric height was scaled from a topographic map.
 RM0874
 RM0874.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0874
 RM0874.The geoid height was determined by GEOID03.
 RM0874
 RM0874;                    North         East     Units Scale Factor Converg.
 RM0874;SPC WI N     -   159,506.601   451,627.318   MT  0.99997190   -1 23 48.1
 RM0874;SPC WI N     -   523,314.57  1,481,713.96   sFT  0.99997190   -1 23 48.1
 RM0874;UTM  15      - 5,159,652.479   581,502.173   MT  0.99968165   +0 46 22.1
 RM0874
 RM0874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0874!SPC WI N     -   0.99994997  x   0.99997190  =   0.99992187
 RM0874!UTM  15      -   0.99994997  x   0.99968165  =   0.99963163
 RM0874
 RM0874                          SUPERSEDED SURVEY CONTROL
 RM0874
 RM0874  NAD 83(1991)-  46 35 07.76469(N)    091 56 10.17385(W) AD(       ) 2
 RM0874  NAD 83(1986)-  46 35 07.75906(N)    091 56 10.17263(W) AD(       ) 2
 RM0874  NAD 27      -  46 35 07.97300(N)    091 56 09.49200(W) AD(       ) 2
 RM0874
 RM0874.Superseded values are not recommended for survey control.
 RM0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0874.See file dsdata.txt to determine how the superseded data were derived.
 RM0874
 RM0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM8150259652(NAD 83)
 RM0874_MARKER: DD = SURVEY DISK
 RM0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0874_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RM0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0874+STABILITY: SURFACE MOTION
 RM0874
 RM0874  HISTORY     - Date     Condition        Report By
 RM0874  HISTORY     - 1953     MONUMENTED       CGS
 RM0874
 RM0874                          STATION DESCRIPTION
 RM0874
 RM0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 RM0874'THE STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF THE CITY OF
 RM0874'SUPERIOR, 7 MILES WEST OF THE VILLAGE OF WENTWORTH AND IT IS
 RM0874'ON A HIGH EAST-WEST ROCK RIDGE.  IT IS A U.S.G.S.  BENCH
 RM0874'MARK DISK SET UNDER THE CENTER OF A LOOKOUT TOWER.  IT IS
 RM0874'FLUSH WITH THE SURFACE AND THE DISK IS STAMPED D-1934 FLANNAGAN.
 RM0874'
 RM0874'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 RM0874'FLANN 1953 TO D-1934 (USGS) AND THE DISTANCE IS 122.48
 RM0874'FEET 37.332 METERS.
 RM0874'
 RM0874'TO REACH FROM THE COURTHOUSE IN THE CITY OF SUPERIOR, GO
 RM0874'EAST-SOUTHEAST ON U.S. HIGHWAY 53 AND 2 FOR 12.8 MILES TO THEIR
 RM0874'JUNCTION, KEEP RIGHT ON U.S. HIGHWAY 53 FOR 1.05 MILES TO A
 RM0874'SIDE ROAD ON THE RIGHT, TURN RIGHT (WEST) AND CROSS RAILROAD
 RM0874'TRACKS, CONTINUE STRAIGHT AHEAD (WEST) FOR 0.95 MILE TO A
 RM0874'CROSSROADS.  HERE CONTINUE STRAIGHT AHEAD FOR 0.2 MILE
 RM0874'TO A SIDE ROAD ON THE LEFT, TURN LEFT (SOUTH) ALONG A
 RM0874'TELEPHONE LINE AND A TRACK ROAD FOR 0.5 MILE TO MARK AND THE
 RM0874'LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1255 ***********************************************************************
 PN1255  DESIGNATION -  FLASH
 PN1255  PID         -  PN1255
 PN1255  STATE/COUNTY-  WI/WOOD
 PN1255  USGS QUAD   -  COLOMA NW (1984)
 PN1255
 PN1255                         *CURRENT SURVEY CONTROL
 PN1255  ___________________________________________________________________
 PN1255* NAD 83(1991)-  44 14 51.71119(N)    089 43 35.93818(W)     ADJUSTED  
 PN1255* NAVD 88     -       312.7    (meters)    1026.     (feet)  VERTCON   
 PN1255  ___________________________________________________________________
 PN1255  LAPLACE CORR-          -5.18  (seconds)                    DEFLEC99
 PN1255  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 PN1255
 PN1255  HORZ ORDER  -  SECOND
 PN1255
 PN1255.The horizontal coordinates were established by classical geodetic methods
 PN1255.and adjusted by the National Geodetic Survey in November 1991..
 PN1255
 PN1255.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1255
 PN1255.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1255
 PN1255.The geoid height was determined by GEOID03.
 PN1255
 PN1255;                    North         East     Units Scale Factor Converg.
 PN1255;SPC WI C     -    46,080.238   621,832.954   MT  1.00000044   +0 11 34.3
 PN1255;SPC WI C     -   151,181.58  2,040,130.28   sFT  1.00000044   +0 11 34.3
 PN1255;SPC WI S     -   249,746.057   621,833.859   MT  1.00004181   +0 11 16.2
 PN1255;SPC WI S     -   819,375.19  2,040,133.25   sFT  1.00004181   +0 11 16.2
 PN1255;UTM  16      - 4,903,000.460   282,302.548   MT  1.00018289   -1 54 11.9
 PN1255
 PN1255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1255!SPC WI C     -   0.99995653  x   1.00000044  =   0.99995697
 PN1255!SPC WI S     -   0.99995653  x   1.00004181  =   0.99999834
 PN1255!UTM  16      -   0.99995653  x   1.00018289  =   1.00013941
 PN1255
 PN1255|---------------------------------------------------------------------|
 PN1255| PID    Reference Object                     Distance      Geod. Az  |
 PN1255|                                                           dddmmss.s |
 PN1255| CS5146 FLASH RM 1                            8.361 METERS 05523     |
 PN1255| CS5147 FLASH RM 2                           23.397 METERS 31058     |
 PN1255|---------------------------------------------------------------------|
 PN1255
 PN1255                          SUPERSEDED SURVEY CONTROL
 PN1255
 PN1255  NAD 83(1986)-  44 14 51.70868(N)    089 43 35.94828(W) AD(       ) 2
 PN1255  NGVD 29 (01/18/91)  312.7    (m)         1026.     (f) VERT ANG       
 PN1255
 PN1255.Superseded values are not recommended for survey control.
 PN1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1255.See file dsdata.txt to determine how the superseded data were derived.
 PN1255
 PN1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ8230303000(NAD 83)
 PN1255_MARKER: DE = TRAVERSE STATION DISK
 PN1255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN1255_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1255+STABILITY: SURFACE MOTION
 PN1255
 PN1255  HISTORY     - Date     Condition        Report By
 PN1255  HISTORY     - 1982     MONUMENTED       WIDT
 PN1255
 PN1255                          STATION DESCRIPTION
 PN1255
 PN1255'DESCRIBED BY WI DEPT OF TRANSP 1982 (LTK)
 PN1255'THE STATION IS LOCATED ALONG STH 73 ABOUT 12 MILES WEST NORTHWEST OF
 PN1255'PLAINFIELD AND 9 MILES SOUTHEAST OF WISCONSIN RAPIDS.
 PN1255'
 PN1255'TO REACH THE STATION FROM THE JUNCTION OF CTH U AND STH 73 AT THE
 PN1255'SOUTHEAST CORNER OF WOOD COUNTY, GO WEST NORTHWEST ON STH 73 FOR 0.05
 PN1255'MILE TO THE JUNCTION WITH 7TH DRIVE TO THE WEST AND THE STATION ON
 PN1255'HIGHWAY RIGHT OF WAY SOUTHWEST OF STH 73 AND NORTH OF 7TH DRIVE.
 PN1255'
 PN1255'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---FLASH 1982---.
 PN1255'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL
 PN1255'CONCRETE MONUMENT WHICH IS RECESSED 7 INCHES BELOW GROUND.  IT IS 79.6
 PN1255'FEET SOUTHEAST OF A CONCRETE RIGHT OF WAY POST, 66.3 FEET SOUTHWEST OF
 PN1255'THE CENTER OF STH 73, 32.4 FEET WEST SOUTHWEST OF A TELEPHONE POLE,
 PN1255'29.0 FEET SOUTHWEST OF A METAL WITNESS POST, AND 16.0 FEET NORTH OF
 PN1255'THE CENTER OF 7TH DRIVE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 PN1255'MASS OF CONCRETE 5 FEET BELOW GROUND.
 PN1255'
 PN1255'REFERENCE MARK 1 IS A STANDARD WIDT DISK STAMPED---FLASH RM 1 1982---
 PN1255'SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT
 PN1255'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 90.7 FEET SOUTHEAST OF
 PN1255'A CONCRETE RIGHT OF WAY POST, 42.4 FEET SOUTHWEST OF THE CENTER OF STH
 PN1255'73, 31.7 FEET NORTH OF THE CENTER OF 7TH DRIVE, 9.0 FEET WEST
 PN1255'NORTHWEST OF A TELEPHONE POLE, 2.0 FEET WEST OF A METAL WITNESS POST,
 PN1255'AND 1 FOOT HIGHER THAN THE STATION.
 PN1255'
 PN1255'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---FLASH RM 2 1982---
 PN1255'SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT
 PN1255'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 96.6 FEET NORTHWEST OF
 PN1255'A TELEPHONE POLE, 91.8 FEET SOUTHEAST OF A TELEPHONE POLE, 66.6 FEET
 PN1255'NORTH OF THE CENTER OF 7TH DRIVE, 49.3 FEET SOUTHWEST OF THE CENTER OF
 PN1255'STH 73, 3.0 FEET SOUTHEAST OF A CONCRETE RIGHT OF WAY POST, AND 1 FOOT
 PN1255'HIGHER THAN THE STATION.
 PN1255'
 PN1255'NO AZIMUTH MARK WAS SET.  HEIGHT OF LIGHT ABOVE MARK WAS 1.88 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1220 ***********************************************************************
 PN1220  DESIGNATION -  FLAT
 PN1220  PID         -  PN1220
 PN1220  STATE/COUNTY-  WI/MARATHON
 PN1220  USGS QUAD   -  WAUSAU WEST (1993)
 PN1220
 PN1220                         *CURRENT SURVEY CONTROL
 PN1220  ___________________________________________________________________
 PN1220* NAD 83(1991)-  44 57 15.57185(N)    089 42 42.26002(W)     ADJUSTED  
 PN1220* NAVD 88     -       369.4    (meters)    1212.     (feet)  VERTCON   
 PN1220  ___________________________________________________________________
 PN1220  LAPLACE CORR-          -7.42  (seconds)                    DEFLEC99
 PN1220  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 PN1220
 PN1220  HORZ ORDER  -  SECOND
 PN1220
 PN1220.The horizontal coordinates were established by classical geodetic methods
 PN1220.and adjusted by the National Geodetic Survey in November 1991..
 PN1220
 PN1220.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1220
 PN1220.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1220
 PN1220.The geoid height was determined by GEOID03.
 PN1220
 PN1220;                    North         East     Units Scale Factor Converg.
 PN1220;SPC WI C     -   124,603.912   622,745.151   MT  0.99994163   +0 12 12.2
 PN1220;SPC WI C     -   408,804.67  2,043,123.05   sFT  0.99994163   +0 12 12.2
 PN1220;UTM  16      - 4,981,454.237   286,103.524   MT  1.00016261   -1 55 00.1
 PN1220
 PN1220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1220!SPC WI C     -   0.99994747  x   0.99994163  =   0.99988910
 PN1220!UTM  16      -   0.99994747  x   1.00016261  =   1.00011007
 PN1220
 PN1220:                Primary Azimuth Mark                     Grid Az
 PN1220:SPC WI C     -  ST MARYS PARISH CHURCH SPIRE             090 21 41.3
 PN1220:UTM  16      -  ST MARYS PARISH CHURCH SPIRE             092 28 53.6
 PN1220
 PN1220|---------------------------------------------------------------------|
 PN1220| PID    Reference Object                     Distance      Geod. Az  |
 PN1220|                                                           dddmmss.s |
 PN1220| CR9805 ST MARYS PARISH CHURCH SPIRE                       0903353.5 |
 PN1220| PN1221 FLAT RM 1                            19.335 METERS 09239     |
 PN1220| PN1222 FLAT RM 2                            27.400 METERS 18105     |
 PN1220|---------------------------------------------------------------------|
 PN1220
 PN1220                          SUPERSEDED SURVEY CONTROL
 PN1220
 PN1220  NAD 83(1986)-  44 57 15.57182(N)    089 42 42.26712(W) AD(       ) 2
 PN1220  NGVD 29 (01/12/90)  369.4    (m)         1212.     (f) VERT ANG       
 PN1220
 PN1220.Superseded values are not recommended for survey control.
 PN1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1220.See file dsdata.txt to determine how the superseded data were derived.
 PN1220
 PN1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ8610481454(NAD 83)
 PN1220_MARKER: DE = TRAVERSE STATION DISK
 PN1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN1220_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1220+STABILITY: SURFACE MOTION
 PN1220
 PN1220  HISTORY     - Date     Condition        Report By
 PN1220  HISTORY     - 1980     MONUMENTED       WIDT
 PN1220
 PN1220                          STATION DESCRIPTION
 PN1220
 PN1220'DESCRIBED BY WI DEPT OF TRANSP 1980 (LTK)
 PN1220'THE STATION IS LOCATED ABOUT 7 MILES EAST NORTHEAST OF MARATHON CITY
 PN1220'AND 2 MILES WEST OF WAUSAU IN THE MEDIAN OF STH 29.
 PN1220'
 PN1220'TO REACH THE STATION FROM THE JUNCTION OF STH 29 AND USH 51 AT THE
 PN1220'WEST EDGE OF WAUSAU, GO WEST ON STH 29 FOR 2.45 MILES TO STATION ON
 PN1220'LEFT IN CENTER OF MEDIAN ABOUT 37.5 FEET WEST OF THE CENTER OF A
 PN1220'MEDIAN CROSSOVER.
 PN1220'
 PN1220'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---FLAT 1980---.  THE
 PN1220'SURFACE DISK IS SET IN THE TOP OF A 16 INCH CYLINDRICAL CONCRETE
 PN1220'MONUMENT WHICH PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 57.5 FEET
 PN1220'SOUTH OF THE CENTERLINE OF THE WESTBOUND ROADWAY OF STH 29, 51.0 FEET
 PN1220'NORTH OF THE CENTERLINE OF THE EASTBOUND ROADWAY OF STH 29, 37.5 FEET
 PN1220'WEST OF THE CENTERLINE OF A MEDIAN CROSSOVER, AND 2.5 FEET WEST OF A
 PN1220'METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 PN1220'OF CONCRETE 5 FEET BELOW THE GROUND SURFACE.
 PN1220'
 PN1220'REFERENCE MARK 1 IS A STANDARD WIDT DISK STAMPED---FLAT RM 1 1980---
 PN1220'SET IN A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 PN1220'GROUND.  IT IS 61.0 FEET EAST OF A METAL WITNESS POST, 49.5 FEET NORTH
 PN1220'OF THE CENTERLINE OF THE EASTBOUND ROADWAY OF STH 29, AND 25.0 FEET
 PN1220'EAST OF THE CENTERLINE OF A MEDIAN CROSSOVER.
 PN1220'
 PN1220'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---FLAT RM 2 1980---
 PN1220'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 PN1220'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 90.0 FEET SOUTH OF A METAL
 PN1220'WITNESS POST, 39.0 FEET SOUTH OF THE CENTERLINE OF THE EASTBOUND
 PN1220'ROADWAY OF STH 29, AND 29.0 FEET WEST OF THE PROJECTED CENTERLINE OF A
 PN1220'MEDIAN CROSSOVER.
 PN1220'
 PN1220'THE STATION, ST MARYS PARISH CHURCH SPIRE, IS THE BASE OF THE CROSS
 PN1220'ATOP THE CHURCH SPIRE.  THE CHURCH IS LOCATED ON GRAND AVENUE NEAR
 PN1220'DOWNTOWN WAUSAU.  THIS LANDMARK STATION IS NOT TO BE POSITIONED BUT IS
 PN1220'TO BE USED FOR AZIMUTH CONTROL AT STATION FLAT WIDT.  NO OTHER AZIMUTH
 PN1220'MARK WAS SET.
 PN1220'
 PN1220'THE HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ4545 ***********************************************************************
 AJ4545  SACS        -  This is a Secondary Airport Control Station.
 AJ4545  DESIGNATION -  FLD B
 AJ4545  PID         -  AJ4545
 AJ4545  STATE/COUNTY-  WI/FOND DU LAC
 AJ4545  USGS QUAD   -  FOND DU LAC (1992)
 AJ4545
 AJ4545                         *CURRENT SURVEY CONTROL
 AJ4545  ___________________________________________________________________
 AJ4545* NAD 83(1997)-  43 45 45.97823(N)    088 29 08.00596(W)     ADJUSTED  
 AJ4545* NAVD 88     -       240.90   (meters)     790.4    (feet)  GPS OBS   
 AJ4545  ___________________________________________________________________
 AJ4545  X           -     121,940.341 (meters)                     COMP
 AJ4545  Y           -  -4,612,283.656 (meters)                     COMP
 AJ4545  Z           -   4,389,235.008 (meters)                     COMP
 AJ4545  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 AJ4545  ELLIP HEIGHT-         205.16  (meters)          (08/09/01) GPS OBS
 AJ4545  GEOID HEIGHT-         -35.71  (meters)                     GEOID03
 AJ4545
 AJ4545  HORZ ORDER  -  FIRST
 AJ4545  ELLP ORDER  -  FOURTH    CLASS II
 AJ4545
 AJ4545.This mark is at Fond Du Lac Airport (FLD)
 AJ4545
 AJ4545.The horizontal coordinates were established by GPS observations
 AJ4545.and adjusted by the National Geodetic Survey in August 2001..
 AJ4545
 AJ4545.The orthometric height was determined by GPS observations and a
 AJ4545.high-resolution geoid model.
 AJ4545
 AJ4545.GPS derived orthometric heights for airport stations designated as
 AJ4545.PACS or SACS are published to 2 decimal places.  This maintains
 AJ4545.centimeter relative accuracy between the PACS and SACS.  It does
 AJ4545.not indicate centimeter accuracy relative to other marks which are
 AJ4545.part of the NAVD 88 network.
 AJ4545
 AJ4545.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4545
 AJ4545.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ4545
 AJ4545.The ellipsoidal height was determined by GPS observations
 AJ4545.and is referenced to NAD 83.
 AJ4545
 AJ4545.The geoid height was determined by GEOID03.
 AJ4545
 AJ4545;                    North         East     Units Scale Factor Converg.
 AJ4545;SPC WI S     -   196,936.825   721,938.119   MT  0.99995242   +1 02 26.1
 AJ4545;SPC WI S     -   646,116.90  2,368,558.65   sFT  0.99995242   +1 02 26.1
 AJ4545;UTM  16      - 4,846,597.320   380,422.637   MT  0.99977587   -1 01 39.5
 AJ4545
 AJ4545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4545!SPC WI S     -   0.99996783  x   0.99995242  =   0.99992025
 AJ4545!UTM  16      -   0.99996783  x   0.99977587  =   0.99974371
 AJ4545
 AJ4545                          SUPERSEDED SURVEY CONTROL
 AJ4545
 AJ4545.No superseded survey control is available for this station.
 AJ4545
 AJ4545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8042346597(NAD 83)
 AJ4545_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ4545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ4545_STAMPING: FLD B 2001
 AJ4545_MARK LOGO: NGS   
 AJ4545_PROJECTION: FLUSH
 AJ4545_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ4545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ4545+STABILITY: SURFACE MOTION
 AJ4545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4545+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2001
 AJ4545
 AJ4545  HISTORY     - Date     Condition        Report By
 AJ4545  HISTORY     - 20010607 MONUMENTED       NGS
 AJ4545
 AJ4545                          STATION DESCRIPTION
 AJ4545
 AJ4545'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (DRL)
 AJ4545'THE STATION IS LOCATED NEAR THE WEST EDGE OF FOND DU LAC ON THE
 AJ4545'FOND DU LAC COUNTY AIRPORT (FLD) AND NEAR THE APPROCH END OF
 AJ4545'RUNWAY 36. OWNERSHIP--FOND DU LAC COUNTY AIRPORT, LEE PERRIZO
 AJ4545'MANAGER, N6380 ROLLING MEADOWS DRIVE, FOND DU LAC WI.  54937,
 AJ4545'PHONE (920) 922-6000.
 AJ4545'TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 41 AND STATE HIGHWAY
 AJ4545'23 ONTHE WEST EDGE OF FOND DU LAC GO WEST ON HIGHWAY 23 FOR 0.15
 AJ4545'MI TO ROLLING MEADOWS DRIVE.  TURN LEFT AND GO SOUTH ON ROLLING
 AJ4545'MEADOWS DRIVE FOR 1.05 MI TO THE AIRPORT ENTRANCE ROAD.TURN
 AJ4545'RIGHT AND GO WEST ON THE AIRPORT ENTRANCE ROAD FOR 0.05 MI TO A
 AJ4545'PAVED ROAD.  TURN LEFT AND GO SOUTH ON PAVED ROAD FOR 0.05 MI TO A
 AJ4545'DRIVEWAY.  TURN RIGHT AND GO WEST ON THE DRIVEWAY AND ACROSS
 AJ4545'APRON FOR 0.10 MI TO A TAXIWAY.  TURN LEFT AND GO SOUTH ON THE
 AJ4545'TAXIWAY (A) FOR 0.3 MI TO THE END OF THE TAXIWAY A PAVED LANE AHEAD
 AJ4545'AND THE STATION JUST AHEAD ON THE RIGHT.
 AJ4545'THE STATION IS A NGS HORIZONTAL CONTROL MARK SET INTO THE TOP OF A
 AJ4545'ROUND CONCRETE POST, 26.3 FT WEST OF THE WEST EDGE OF THE PAVED
 AJ4545'LANE, 25.2 FT SOUTH OF THE SOUTH EDGE OF A CONNECTOR TAXIWAY
 AJ4545'TAXIWAY (A1), 18.0 FT EAST OF THE SOUTHEAST CORNER OF A CONCRETE
 AJ4545'PAD FOR A RUNWAY IDENTIFIER SIGN. THIS STATION IS A SECONDARY
 AJ4545'AIRPORT CONTROL STATION (SACS).
 AJ4545' 
 AJ4545' 
 AJ4545' 
 AJ4545' 
 AJ4545'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5315 ***********************************************************************
 DH5315  DESIGNATION -  FLORA FOUNTAIN GPS
 DH5315  PID         -  DH5315
 DH5315  STATE/COUNTY-  WI/GRANT
 DH5315  USGS QUAD   -  HURRICANE (1978)
 DH5315
 DH5315                         *CURRENT SURVEY CONTROL
 DH5315  ___________________________________________________________________
 DH5315* NAD 83(1997)-  42 48 52.37396(N)    090 49 57.07571(W)     ADJUSTED  
 DH5315* NAVD 88     -                                                        
 DH5315  ___________________________________________________________________
 DH5315  X           -     -68,088.050 (meters)                     COMP
 DH5315  Y           -  -4,685,627.409 (meters)                     COMP
 DH5315  Z           -   4,312,543.865 (meters)                     COMP
 DH5315  LAPLACE CORR-          -4.34  (seconds)                    DEFLEC99
 DH5315  ELLIP HEIGHT-         194.47  (meters)          (08/01/05) GPS OBS
 DH5315  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 DH5315
 DH5315  HORZ ORDER  -  FIRST
 DH5315  ELLP ORDER  -  SECOND    CLASS I
 DH5315
 DH5315.The horizontal coordinates were established by GPS observations
 DH5315.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5315
 DH5315
 DH5315.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5315
 DH5315.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5315
 DH5315.The ellipsoidal height was determined by GPS observations
 DH5315.and is referenced to NAD 83.
 DH5315
 DH5315.The geoid height was determined by GEOID03.
 DH5315
 DH5315;                    North         East     Units Scale Factor Converg.
 DH5315;SPC WI S     -    90,829.024   531,913.805   MT  0.99998462   -0 34 19.3
 DH5315;SPC WI S     -   297,994.89  1,745,120.54   sFT  0.99998462   -0 34 19.3
 DH5315;UTM  15      - 4,742,499.535   677,201.323   MT  0.99998632   +1 28 24.5
 DH5315
 DH5315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5315!SPC WI S     -   0.99996950  x   0.99998462  =   0.99995412
 DH5315!UTM  15      -   0.99996950  x   0.99998632  =   0.99995582
 DH5315
 DH5315                          SUPERSEDED SURVEY CONTROL
 DH5315
 DH5315.No superseded survey control is available for this station.
 DH5315
 DH5315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH7720142500(NAD 83)
 DH5315_MARKER: DD = SURVEY DISK
 DH5315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5315_STAMPING: FLORA FOUNTAIN GPS 2004
 DH5315_MARK LOGO: WIDT  
 DH5315_PROJECTION: FLUSH
 DH5315_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5315+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5315
 DH5315  HISTORY     - Date     Condition        Report By
 DH5315  HISTORY     - 2003     MONUMENTED       WIDT
 DH5315
 DH5315                          STATION DESCRIPTION
 DH5315
 DH5315'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5315'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH5315'STATION FROM THE  JUNCTION OF STATE HIGHWAY 35 AND STATE HIGHWAY 81
 DH5315'EAST WITH STATE HIGHWAY 81 WEST  ABOUT 6 MI WEST-SOUTHWEST OF THE CITY
 DH5315'OF LANCASTER, GO EAST ON STATE HIGHWAY 35 FOR 0.2  MI TO THE STATION
 DH5315'ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH5315'TRANSPORTATION GEODETIC  SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH5315'A 41-CM DIAMETER CONCRETE POST ABOUT  LEVEL WITH THE HIGHWAY PAVEMENT.
 DH5315'THE STATION IS 13.6 M SOUTH OF THE CENTERLINE OF  STATE HIGHWAY 35 AND
 DH5315'STATE HIGHWAY 81, 35.5 M EAST-NORTHEAST OF A POWERPOLE, 27.8 M
 DH5315'SOUTHWEST OF A WOOD POST FOR A --81 WEST AND 35 NORTH-- SIGN, 26.7 M
 DH5315'WEST-NORTHWEST OF  A POWERPOLE, 1.0 M SOUTHWEST OF AN ORANGE 4X4
 DH5315'PLASTIC WITNESS POST, 1.0 M SOUTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS
 DH5315'POST AND 1.0 M  NORTH OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DH5315'---NOTE---THIS STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER
 DH5315'THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0601 ***********************************************************************
 QM0601  DESIGNATION -  FLORENCE LOT 1954
 QM0601  PID         -  QM0601
 QM0601  STATE/COUNTY-  WI/FLORENCE
 QM0601  USGS QUAD   -  NAULTS (1980)
 QM0601
 QM0601                         *CURRENT SURVEY CONTROL
 QM0601  ___________________________________________________________________
 QM0601* NAD 83(1991)-  45 57 44.56629(N)    088 29 57.89995(W)     ADJUSTED  
 QM0601* NAVD 88     -       483.     (meters)    1585.     (feet)  SCALED    
 QM0601  ___________________________________________________________________
 QM0601  LAPLACE CORR-          -6.48  (seconds)                    DEFLEC99
 QM0601  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 QM0601
 QM0601  HORZ ORDER  -  SECOND
 QM0601
 QM0601.The horizontal coordinates were established by classical geodetic methods
 QM0601.and adjusted by the National Geodetic Survey in February 1997..
 QM0601
 QM0601.The orthometric height was scaled from a topographic map.
 QM0601
 QM0601.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0601
 QM0601.The geoid height was determined by GEOID03.
 QM0601
 QM0601;                    North         East     Units Scale Factor Converg.
 QM0601;SPC WI N     -    89,537.206   716,306.358   MT  0.99995174   +1 04 56.9
 QM0601;SPC WI N     -   293,756.65  2,350,081.78   sFT  0.99995174   +1 04 56.9
 QM0601;UTM  16      - 5,090,960.598   383,818.464   MT  0.99976594   -1 04 40.9
 QM0601
 QM0601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0601!SPC WI N     -   0.99992944  x   0.99995174  =   0.99988118
 QM0601!UTM  16      -   0.99992944  x   0.99976594  =   0.99969540
 QM0601
 QM0601                          SUPERSEDED SURVEY CONTROL
 QM0601
 QM0601  NAD 83(1991)-  45 57 44.56443(N)    088 29 57.89828(W) AD(       ) 2
 QM0601  NAD 83(1986)-  45 57 44.56708(N)    088 29 57.88784(W) AD(       ) 2
 QM0601  NAD 27      -  45 57 44.72200(N)    088 29 57.41200(W) AD(       ) 2
 QM0601
 QM0601.Superseded values are not recommended for survey control.
 QM0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0601.See file dsdata.txt to determine how the superseded data were derived.
 QM0601
 QM0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8381890961(NAD 83)
 QM0601_MARKER: DS = TRIANGULATION STATION DISK
 QM0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0601_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QM0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0601+STABILITY: SURFACE MOTION
 QM0601
 QM0601  HISTORY     - Date     Condition        Report By
 QM0601  HISTORY     - 1954     MONUMENTED       CGS
 QM0601  HISTORY     - 1974     SEE DESCRIPTION  WIDT
 QM0601
 QM0601                          STATION DESCRIPTION
 QM0601
 QM0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QM0601'STATION IS LOCATED IN THE NORTHERN PART OF NICOLET NATIONAL
 QM0601'FOREST, ABOUT 11 MILES SOUTHEAST OF IRON RIVER, ABOUT 12 MILES
 QM0601'WEST-NORTHWEST OF FLORENCE, ABOUT 6-1/2 MILES NORTHEAST OF THE
 QM0601'VILLAGE OF TIPLER, AND ABOUT 2 MILES SOUTH OF THE BRULE RIVER.
 QM0601'IT IS SET IN THE APPROXIMATE CENTER AND AT THE BASE OF THE
 QM0601'FLORENCE, U.S. FOREST SERVICE LOOKOUT TOWER.  THE MARK PROJECTS
 QM0601'6 INCHES AND THE DISK IS STAMPED FLORENCE L.O.T. 1954.
 QM0601'
 QM0601'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS NO. 2 AND 141 AND
 QM0601'STATE HIGHWAYS NO. 70 AND 101 IN THE WEST EDGE OF FLORENCE,
 QM0601'GO SOUTHERLY ON STATE HIGHWAYS NO. 70 AND 101 FOR 2.6 MILES
 QM0601'TO JUNCTION OF STATE HIGHWAYS NO. 101 AND 70.  TURN RIGHT AND
 QM0601'GO WESTERLY ON STATE HIGHWAY NO. 70 FOR 12.0 MILES TO T ROAD
 QM0601'RIGHT AND SIGN FLORENCE LOOKOUT TOWER ON LEFT.  TURN RIGHT
 QM0601'AND GO NORTHERLY FOR 1.8 MILES TO T ROAD AND SIGN FLORENCE
 QM0601'LOOKOUT TOWER.  TURN RIGHT AND GO EASTERLY FOR 1.4 MILES TO
 QM0601'T ROAD LEFT AND SIGN FLORENCE LOOKOUT TOWER.  TURN LEFT AND
 QM0601'GO NORTHERLY ON WINDING ROAD FOR 0.8 MILE TO FLORENCE, U.S.
 QM0601'FOREST SERVICE LOOKOUT TOWER AND STATION AS DESCRIBED.
 QM0601'
 QM0601'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 QM0601
 QM0601                          STATION RECOVERY (1974)
 QM0601
 QM0601'RECOVERY NOTE BY WI DEPT OF TRANSP 1974 (JRW)
 QM0601'THE L.O.T. HAS BEEN DISMANTLED.  THE CONCRETE MONUMENT IN THE
 QM0601'CENTER OF THE TOWER IS STILL THERE, HOWEVER, THE DISC HAS
 QM0601'BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0592 ***********************************************************************
 QM0592  DESIGNATION -  FLORENCE MUNICIPAL TANK
 QM0592  PID         -  QM0592
 QM0592  STATE/COUNTY-  WI/FLORENCE
 QM0592  USGS QUAD   -  FLORENCE EAST (1962)
 QM0592
 QM0592                         *CURRENT SURVEY CONTROL
 QM0592  ___________________________________________________________________
 QM0592* NAD 83(1991)-  45 55 33.69572(N)    088 14 51.36555(W)     ADJUSTED  
 QM0592* NAVD 88     -                                                        
 QM0592  ___________________________________________________________________
 QM0592  LAPLACE CORR-          -4.65  (seconds)                    DEFLEC99
 QM0592  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 QM0592
 QM0592  HORZ ORDER  -  THIRD
 QM0592
 QM0592.The horizontal coordinates were established by classical geodetic methods
 QM0592.and adjusted by the National Geodetic Survey in February 1997..
 QM0592
 QM0592
 QM0592.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0592
 QM0592.The geoid height was determined by GEOID03.
 QM0592
 QM0592;                    North         East     Units Scale Factor Converg.
 QM0592;SPC WI N     -    85,897.418   735,910.098   MT  0.99995420   +1 15 50.9
 QM0592;SPC WI N     -   281,815.11  2,414,398.38   sFT  0.99995420   +1 15 50.9
 QM0592;UTM  16      - 5,086,585.293   403,266.905   MT  0.99971503   -0 53 47.0
 QM0592
 QM0592                          SUPERSEDED SURVEY CONTROL
 QM0592
 QM0592  NAD 83(1991)-  45 55 33.69484(N)    088 14 51.36456(W) AD(       ) 4
 QM0592  NAD 83(1986)-  45 55 33.69631(N)    088 14 51.36153(W) AD(       ) 4
 QM0592  NAD 27      -  45 55 33.86300(N)    088 14 50.88100(W) AD(       ) 3
 QM0592
 QM0592.Superseded values are not recommended for survey control.
 QM0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0592.See file dsdata.txt to determine how the superseded data were derived.
 QM0592
 QM0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR0326786585(NAD 83)
 QM0592_MARKER: 53 = ELEVATED TANK
 QM0592_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0592+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2002
 QM0592
 QM0592  HISTORY     - Date     Condition        Report By
 QM0592  HISTORY     - 1954     FIRST OBSERVED   CGS
 QM0592  HISTORY     - 20021012 GOOD             GEOCAC
 QM0592
 QM0592                          STATION DESCRIPTION
 QM0592
 QM0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QM0592'THE STATION IS LOCATED IN THE VILLAGE OF FLORENCE.  IT IS
 QM0592'A 4 LEGGED STEEL STRUCTURE, PAINTED SILVER, AND APPROXIMATELY 120
 QM0592'FEET HIGH.
 QM0592'
 QM0592'THE POINT INTERSECTED WAS THE CENTER OF THE TANK.
 QM0592'
 QM0592'TO REACH FROM THE POST OFFICE IN FLORENCE GO EASTERLY ON
 QM0592'U.S. HIGHWAY 2 FOR 0.15 MILE TO CROSS STREET TURN LEFT AND
 QM0592'GO NORTH FOR 0.25 MILE TO TANK.
 QM0592
 QM0592                          STATION RECOVERY (2002)
 QM0592
 QM0592'RECOVERY NOTE BY GEOCACHING 2002 (RFC)
 QM0592'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0147 ***********************************************************************
 OL0147  DESIGNATION -  FLUSHING
 OL0147  PID         -  OL0147
 OL0147  STATE/COUNTY-  WI/MILWAUKEE
 OL0147  USGS QUAD   -  MILWAUKEE (1971)
 OL0147
 OL0147                         *CURRENT SURVEY CONTROL
 OL0147  ___________________________________________________________________
 OL0147* NAD 83(1986)-  43 03 13.     (N)    087 53 12.     (W)     SCALED    
 OL0147* NAVD 88     -       179.082  (meters)     587.54   (feet)  ADJUSTED  
 OL0147  ___________________________________________________________________
 OL0147  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 OL0147  DYNAMIC HT  -         179.034 (meters)     587.38  (feet)  COMP
 OL0147  MODELED GRAV-     980,353.1   (mgal)                       NAVD 88
 OL0147
 OL0147  VERT ORDER  -  FIRST     CLASS 0
 OL0147
 OL0147.The horizontal coordinates were scaled from a topographic map and have
 OL0147.an estimated accuracy of +/- 6 seconds.
 OL0147
 OL0147.The orthometric height was determined by differential leveling
 OL0147.and adjusted by the National Geodetic Survey in June 1991..
 OL0147
 OL0147.The geoid height was determined by GEOID03.
 OL0147
 OL0147.The dynamic height is computed by dividing the NAVD 88
 OL0147.geopotential number by the normal gravity value computed on the
 OL0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0147.degrees latitude (g = 980.6199 gals.).
 OL0147
 OL0147.The modeled gravity was interpolated from observed gravity values.
 OL0147
 OL0147;                    North         East    Units  Estimated Accuracy
 OL0147;SPC WI S     -   119,230.      772,150.      MT  (+/- 180 meters Scaled)
 OL0147
 OL0147                          SUPERSEDED SURVEY CONTROL
 OL0147
 OL0147  NGVD 29 (??/??/92)  179.18   (m)          587.9    (f) COMPUTED    1 0
 OL0147
 OL0147.Superseded values are not recommended for survey control.
 OL0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0147.See file dsdata.txt to determine how the superseded data were derived.
 OL0147
 OL0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN277671(NAD 83)
 OL0147_MARKER: Z = SEE DESCRIPTION
 OL0147_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OL0147_SP_SET: WATER TABLE
 OL0147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0147
 OL0147  HISTORY     - Date     Condition        Report By
 OL0147  HISTORY     - UNK      MONUMENTED       USLS
 OL0147  HISTORY     - 1972     GOOD             NGS
 OL0147  HISTORY     - 1988     GOOD             USPSQD
 OL0147  HISTORY     - 20000226 MARK NOT FOUND   USPSQD
 OL0147
 OL0147                          STATION DESCRIPTION
 OL0147
 OL0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0147'AT MILWAUKEE.
 OL0147'AT MILWAUKEE, ABOUT 1.05 MILE NORTH ALONG LINCOLN MEMORIAL DRIVE
 OL0147'FROM THE MILWAUKEE COMPANY WAR MEMORIAL ART CENTER, AT AN OLD
 OL0147'BRICK BUILDING OF THE MILWAUKEE RIVER FLUSHING STATION, BETWEEN
 OL0147'LINCOLN PARK AND JUNEAU PARK, 17 FEET NORTHWEST OF THE NORTHWEST
 OL0147'CURB OF LINCOLN MEMORIAL DRIVE, 205 FEET NORTH OF AND ACROSS
 OL0147'THE DRIVE FROM BENCH MARK J 134 DESCRIBED, A 1 INCH RAGGED CUT
 OL0147'SQUARE ON THE SOUTH CORNER OF SLOPING LIMESTONE WATER TABLE OF
 OL0147'BUILDING, 0.2 FOOT SOUTH OF THE SOUTH CORNER OF BRICK AND 4
 OL0147'INCHES ABOVE THE LEVEL OF THE GROUND.  SECTION 22, T 7 N, R 22 E.
 OL0147
 OL0147                          STATION RECOVERY (1988)
 OL0147
 OL0147'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCB)
 OL0147'RECOVERED IN GOOD CONDITION.
 OL0147
 OL0147                          STATION RECOVERY (2000)
 OL0147
 OL0147'RECOVERY NOTE BY US POWER SQUADRON 2000
 OL0147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1276 ***********************************************************************
 PN1276  DESIGNATION -  FLY
 PN1276  PID         -  PN1276
 PN1276  STATE/COUNTY-  WI/WOOD
 PN1276  USGS QUAD   -  WISCONSIN RAPIDS SOUTH (1984)
 PN1276
 PN1276                         *CURRENT SURVEY CONTROL
 PN1276  ___________________________________________________________________
 PN1276* NAD 83(1991)-  44 21 43.76416(N)    089 50 02.51228(W)     ADJUSTED  
 PN1276* NAVD 88     -       310.1    (meters)    1017.     (feet)  VERTCON   
 PN1276  ___________________________________________________________________
 PN1276  LAPLACE CORR-          -5.55  (seconds)                    DEFLEC99
 PN1276  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 PN1276
 PN1276  HORZ ORDER  -  SECOND
 PN1276
 PN1276.This mark is at Alexander Fld South Wood Co Airport (ISW)
 PN1276
 PN1276.The horizontal coordinates were established by classical geodetic methods
 PN1276.and adjusted by the National Geodetic Survey in November 1991..
 PN1276
 PN1276.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1276
 PN1276.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1276
 PN1276.The geoid height was determined by GEOID03.
 PN1276
 PN1276;                    North         East     Units Scale Factor Converg.
 PN1276;SPC WI C     -    58,775.382   613,230.223   MT  0.99998069   +0 07 01.6
 PN1276;SPC WI C     -   192,832.23  2,011,906.16   sFT  0.99998069   +0 07 01.6
 PN1276;UTM  16      - 4,916,004.792   274,168.545   MT  1.00022725   -1 58 56.5
 PN1276
 PN1276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1276!SPC WI C     -   0.99995690  x   0.99998069  =   0.99993759
 PN1276!UTM  16      -   0.99995690  x   1.00022725  =   1.00018414
 PN1276
 PN1276:                Primary Azimuth Mark                     Grid Az
 PN1276:SPC WI C     -  WISCONSIN RAPIDS CON STACK               007 50 22.4
 PN1276:UTM  16      -  WISCONSIN RAPIDS CON STACK               009 56 20.5
 PN1276
 PN1276|---------------------------------------------------------------------|
 PN1276| PID    Reference Object                     Distance      Geod. Az  |
 PN1276|                                                           dddmmss.s |
 PN1276| PN1120 WISCONSIN RAPIDS CON STACK          APPROX. 4.7 KM 0075724.0 |
 PN1276| PN1295 WISC RAPIDS CONS EAST STACK         APPROX. 4.7 KM 0081451.2 |
 PN1276| PN1126 AIRPORT BCN ALEXANDER APT           225.812 METERS 12634     |
 PN1276| CS5249 FLY RM 1                             33.668 METERS 18157     |
 PN1276| CS5275 PORT EDWARDS MILL EAST STACK                       2152033.8 |
 PN1276| CS5276 PORT EDWARDS MILL WEST STACK                       2162105.3 |
 PN1276| CS5250 FLY RM 2                             17.822 METERS 23557     |
 PN1276| PN1121 WISCONSIN RAPIDS RAD WFHR           APPROX. 5.9 KM 3583146.0 |
 PN1276| PN1294 WFHR RADIO EAST MAST                APPROX. 6.0 KM 3594657.8 |
 PN1276|---------------------------------------------------------------------|
 PN1276
 PN1276                          SUPERSEDED SURVEY CONTROL
 PN1276
 PN1276  NAD 83(1986)-  44 21 43.76195(N)    089 50 02.51718(W) AD(       ) 2
 PN1276  NGVD 29 (02/11/91)  310.1    (m)         1017.     (f) VERT ANG       
 PN1276
 PN1276.Superseded values are not recommended for survey control.
 PN1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1276.See file dsdata.txt to determine how the superseded data were derived.
 PN1276
 PN1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7416916005(NAD 83)
 PN1276_MARKER: DE = TRAVERSE STATION DISK
 PN1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN1276_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1276+STABILITY: SURFACE MOTION
 PN1276
 PN1276  HISTORY     - Date     Condition        Report By
 PN1276  HISTORY     - 1982     MONUMENTED       WIDT
 PN1276  HISTORY     - 20021207 MARK NOT FOUND   USPSQD
 PN1276  HISTORY     - 20040330 MARK NOT FOUND   USPSQD
 PN1276
 PN1276                          STATION DESCRIPTION
 PN1276
 PN1276'DESCRIBED BY WI DEPT OF TRANSP 1982 (LTK)
 PN1276'THE STATION IS LOCATED JUST SOUTHWEST OF WISCONSIN RAPIDS AND
 PN1276'NORTHEAST OF PORT EDWARDS NEAR THE AIRPORT TERMINAL AT ALEXANDER
 PN1276'FIELD.
 PN1276'
 PN1276'TO REACH THE STATION FROM THE JUNCTION OF STH 13 AND TWO MILE AVENUE
 PN1276'AT THE SOUTH CITY LIMITS OF WISCONSIN RAPIDS, GO WEST ON TWO MILE
 PN1276'AVENUE FOR 0.8 MILES TO THE ENTRANCE OF ALEXANDER FIELD.  CONTINUE
 PN1276'WEST TO AIRPORT TERMINAL AND THE STATION ABOUT 85 FEET NORTH OF THE
 PN1276'TERMINAL BUILDING.
 PN1276'
 PN1276'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---FLY 1982---.  THE
 PN1276'SURFACE DISK IS SET IN THE TOP OF A 15 INCH DIAMETER CYLINDRICAL
 PN1276'CONCRETE MONUMENT SET FLUSH WITH THE GROUND SURFACE.  IT IS 83.8 FEET
 PN1276'NORTHEAST OF THE NORTHWEST CORNER OF THE AIRPORT TERMINAL BUILDING,
 PN1276'83.5 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE AIRPORT TERMINAL
 PN1276'BUILDING, 70 FEET NORTHWEST OF THE NEAREST POINT ON THE CURVED CURB
 PN1276'ALONG THE ENTRANCE DRIVE, AND 62 FEET EAST OF A CYCLONE FENCE GATE.
 PN1276'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 4.5 FEET
 PN1276'BELOW GROUND.
 PN1276'
 PN1276'REFERENCE MARK 1 IS A STANDARD WIDT DISK STAMPED---FLY RM 1 1982---SET
 PN1276'FLUSH IN A DRILLED HOLE IN A CONCRETE SIDEWALK.  IT IS 54.3 FEET
 PN1276'NORTHWEST OF THE SOUTHWEST CORNER OF THE AIRPORT TERMINAL BUILDING,
 PN1276'39.6 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE AIRPORT TERMINAL
 PN1276'BUILDING, 18.8 FEET NORTH NORTHEAST OF THE NORTH GATE POST OF GATE 2,
 PN1276'3.8 FEET EAST OF A CYCLONE FENCE, AND LEVEL WITH THE STATION.
 PN1276'
 PN1276'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---FLY RM 2 1982---SET
 PN1276'FLUSH IN A DRILLED HOLE IN A CONCRETE SIDEWALK.  IT IS 85.6 FEET
 PN1276'NORTHWEST OF THE NORTHWEST CORNER OF THE AIRPORT TERMINAL BUILDING,
 PN1276'4.5 FEET EAST OF GATE 4, 2.0 FEET SOUTH OF THE NORTH END OF THE
 PN1276'SIDEWALK, AND LEVEL WITH THE STATION.
 PN1276'
 PN1276'THE STATIONS, PORT EDWARDS MILL EAST STACK AND PORT EDWARDS MILL WEST
 PN1276'STACK, ARE THE TOP CENTERS OF THE TWO LARGEST STACKS AT THE PORT
 PN1276'EDWARDS PAPER MILL OWNED BY NEKOOSA PAPERS INC.  THE EAST CYLINDRICAL
 PN1276'STACK IS ABOUT 350 FOOT HIGH AND IS MADE OF RED BRICK WITH THE WHITE
 PN1276'WORD NEPCO PRINTED VERTICALLY ON ITS NORTH SIDE.  THE WEST CYLINDRICAL
 PN1276'STACK IS ABOUT 400 FEET HIGH AND IS MADE OF METAL WITH ALTERNATING RED
 PN1276'AND WHITE SECTIONS.  THESE LANDMARK STATIONS ARE NOT TO BE POSITIONED
 PN1276'BUT ARE TO BE USED ONLY FOR AZIMUTH CONTROL FROM STATION FLY WIDT.  NO
 PN1276'OTHER AZIMUTH MARK WAS SET.
 PN1276'
 PN1276'THE HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS 1.54 METERS.
 PN1276
 PN1276                          STATION RECOVERY (2002)
 PN1276
 PN1276'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN1276'NOT FOUND.  REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION.
 PN1276'THE STATION MAY BE UNDER THE GROUND SURFACE BUT PROBING IN THE AREA
 PN1276'DID NOT LOCATE THE STATION.
 PN1276
 PN1276                          STATION RECOVERY (2004)
 PN1276
 PN1276'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN1276'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1277 ***********************************************************************
 PN1277  DESIGNATION -  FOE
 PN1277  PID         -  PN1277
 PN1277  STATE/COUNTY-  WI/ADAMS
 PN1277  USGS QUAD   -  ROCHE A CRI (1984)
 PN1277
 PN1277                         *CURRENT SURVEY CONTROL
 PN1277  ___________________________________________________________________
 PN1277* NAD 83(1991)-  44 01 29.03371(N)    089 48 36.61941(W)     ADJUSTED  
 PN1277* NAVD 88     -       293.5    (meters)     963.     (feet)  VERTCON   
 PN1277  ___________________________________________________________________
 PN1277  LAPLACE CORR-          -3.51  (seconds)                    DEFLEC99
 PN1277  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 PN1277
 PN1277  HORZ ORDER  -  SECOND
 PN1277
 PN1277.The horizontal coordinates were established by classical geodetic methods
 PN1277.and adjusted by the National Geodetic Survey in November 1991..
 PN1277
 PN1277.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1277
 PN1277.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1277
 PN1277.The geoid height was determined by GEOID03.
 PN1277
 PN1277;                    North         East     Units Scale Factor Converg.
 PN1277;SPC WI S     -   224,952.367   615,218.912   MT  0.99999175   +0 07 49.6
 PN1277;SPC WI S     -   738,031.22  2,018,430.71   sFT  0.99999175   +0 07 49.6
 PN1277;UTM  16      - 4,878,459.600   274,787.360   MT  1.00022386   -1 57 13.7
 PN1277
 PN1277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1277!SPC WI S     -   0.99995952  x   0.99999175  =   0.99995127
 PN1277!UTM  16      -   0.99995952  x   1.00022386  =   1.00018337
 PN1277
 PN1277|---------------------------------------------------------------------|
 PN1277| PID    Reference Object                     Distance      Geod. Az  |
 PN1277|                                                           dddmmss.s |
 PN1277| CS5251 FOE RM 1                             35.768 METERS 13353     |
 PN1277| CS5252 FOE RM 2                             51.651 METERS 20843     |
 PN1277| PN1293 WAYSIDE                             233.758 METERS 21855     |
 PN1277|---------------------------------------------------------------------|
 PN1277
 PN1277                          SUPERSEDED SURVEY CONTROL
 PN1277
 PN1277  NAD 83(1986)-  44 01 29.03106(N)    089 48 36.62696(W) AD(       ) 2
 PN1277  NGVD 29 (02/11/91)  293.5    (m)          963.     (f) VERT ANG       
 PN1277
 PN1277.Superseded values are not recommended for survey control.
 PN1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1277.See file dsdata.txt to determine how the superseded data were derived.
 PN1277
 PN1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7478778460(NAD 83)
 PN1277_MARKER: DE = TRAVERSE STATION DISK
 PN1277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN1277_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1277+STABILITY: SURFACE MOTION
 PN1277
 PN1277  HISTORY     - Date     Condition        Report By
 PN1277  HISTORY     - 1982     MONUMENTED       WIDT
 PN1277  HISTORY     - 20030519 MARK NOT FOUND   USPSQD
 PN1277
 PN1277                          STATION DESCRIPTION
 PN1277
 PN1277'DESCRIBED BY WI DEPT OF TRANSP 1982 (LTK)
 PN1277'THE STATION IS LOCATED IN THE SOUTHEAST QUADRANT OF THE INTERSECTION
 PN1277'OF STH 13 AND STH 21 ABOUT 6 MILES SOUTH OF BIG FLATS, 4 MILES EAST OF
 PN1277'ARKDALE, AND 3.5 MILES NORTH OF FRIENDSHIP.
 PN1277'
 PN1277'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---FOE 1982---.  THE
 PN1277'SURFACE DISK IS SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL
 PN1277'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 131
 PN1277'FEET WEST OF A 24 INCH OAK, 110 FEET EAST SOUTHEAST OF THE CENTER OF
 PN1277'STH 13, 97 FEET NORTH NORTHWEST OF A POWER POLE, 48 FEET SOUTH OF THE
 PN1277'CENTER OF STH 21, AND 3 FEET SOUTH OF A METAL WITNESS POST.  THE
 PN1277'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 5 FEET BELOW
 PN1277'GROUND.
 PN1277'
 PN1277'REFERENCE MARK 1 IS A STANDARD WIDT DISK STAMPED---FOE RM 1 1982---SET
 PN1277'IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT WHICH
 PN1277'IS FLUSH WITH THE GROUND SURFACE.  IT IS 130.5 FEET SOUTH OF THE
 PN1277'CENTER OF STH 21, 95 FEET SOUTH SOUTHWEST OF A 24 INCH OAK, 55.5 FEET
 PN1277'EAST OF A POWER POLE, 1.5 FEET SOUTH OF A METAL WITNESS POST, AND
 PN1277'LEVEL WITH THE STATION.
 PN1277'
 PN1277'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---FOE RM 2 1982---SET
 PN1277'IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT WHICH
 PN1277'IS FLUSH WITH THE GROUND SURFACE.  IT IS 124.5 FEET WEST OF A POWER
 PN1277'POLE, 107 FEET EAST SOUTHEAST OF THE CENTER OF STH 13, 21 FEET
 PN1277'NORTHEAST OF A WOODEN RIGHT OF WAY POST, 1.5 FEET SOUTH OF A METAL
 PN1277'WITNESS POST, AND LEVEL WITH THE STATION.
 PN1277'
 PN1277'NO AZIMUTH MARK WAS SET.  HEIGHT OF LIGHT ABOVE MARK WAS 1.57 METERS.
 PN1277
 PN1277                          STATION RECOVERY (2003)
 PN1277
 PN1277'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN1277'STATION AND REFERENCE MARK 2 WERE NOT FOUND.  THE INTERSECTION HAS
 PN1277'BEEN IMPROVED, RE-GRADES AND THE TREES AND WITNESS POSTS REMOVED.
 PN1277' 
 PN1277'REFERENCE MARK 1 IS ABOUT 55 FEET EAST OF POWER POLE NUMBERED F103 AND
 PN1277'A GREEN UNDERGROUND CABLE BOX NUMBER 7619.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0209 ***********************************************************************
 QM0209  DESIGNATION -  FONCH
 QM0209  PID         -  QM0209
 QM0209  STATE/COUNTY-  WI/FOREST
 QM0209  USGS QUAD   -  MONICO NE (1981)
 QM0209
 QM0209                         *CURRENT SURVEY CONTROL
 QM0209  ___________________________________________________________________
 QM0209* NAD 83(1991)-  45 39 56.35733(N)    089 03 53.66962(W)     ADJUSTED  
 QM0209* NAVD 88     -       515.741  (meters)    1692.06   (feet)  ADJUSTED  
 QM0209  ___________________________________________________________________
 QM0209  LAPLACE CORR-          -4.01  (seconds)                    DEFLEC99
 QM0209  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 QM0209  DYNAMIC HT  -         515.710 (meters)    1691.96  (feet)  COMP
 QM0209  MODELED GRAV-     980,539.0   (mgal)                       NAVD 88
 QM0209
 QM0209  HORZ ORDER  -  FIRST
 QM0209  VERT ORDER  -  FIRST     CLASS II
 QM0209
 QM0209.The horizontal coordinates were established by classical geodetic methods
 QM0209.and adjusted by the National Geodetic Survey in November 1991..
 QM0209
 QM0209.The orthometric height was determined by differential leveling
 QM0209.and adjusted by the National Geodetic Survey in June 1991..
 QM0209
 QM0209.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0209
 QM0209.The geoid height was determined by GEOID03.
 QM0209
 QM0209.The dynamic height is computed by dividing the NAVD 88
 QM0209.geopotential number by the normal gravity value computed on the
 QM0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0209.degrees latitude (g = 980.6199 gals.).
 QM0209
 QM0209.The modeled gravity was interpolated from observed gravity values.
 QM0209
 QM0209;                    North         East     Units Scale Factor Converg.
 QM0209;SPC WI N     -    55,888.316   672,867.454   MT  0.99998350   +0 40 28.4
 QM0209;SPC WI N     -   183,360.25  2,207,565.97   sFT  0.99998350   +0 40 28.4
 QM0209;UTM  16      - 5,058,974.191   339,149.837   MT  0.99991810   -1 28 38.2
 QM0209
 QM0209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0209!SPC WI N     -   0.99992427  x   0.99998350  =   0.99990777
 QM0209!UTM  16      -   0.99992427  x   0.99991810  =   0.99984238
 QM0209
 QM0209:                Primary Azimuth Mark                     Grid Az
 QM0209:SPC WI N     -  ATKINS                                   092 15 10.3
 QM0209:UTM  16      -  ATKINS                                   094 24 16.9
 QM0209
 QM0209|---------------------------------------------------------------------|
 QM0209| PID    Reference Object                     Distance      Geod. Az  |
 QM0209|                                                           dddmmss.s |
 QM0209| QM0210 ATKINS                              APPROX. 2.5 KM 0925538.7 |
 QM0209|---------------------------------------------------------------------|
 QM0209
 QM0209                          SUPERSEDED SURVEY CONTROL
 QM0209
 QM0209  NAD 83(1986)-  45 39 56.35514(N)    089 03 53.66930(W) AD(       ) 1
 QM0209  NAD 27      -  45 39 56.49800(N)    089 03 53.24200(W) AD(       ) 1
 QM0209
 QM0209.Superseded values are not recommended for survey control.
 QM0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0209.See file dsdata.txt to determine how the superseded data were derived.
 QM0209
 QM0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR3915058974(NAD 83)
 QM0209_MARKER: DS = TRIANGULATION STATION DISK
 QM0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0209
 QM0209  HISTORY     - Date     Condition        Report By
 QM0209  HISTORY     - 1921     MONUMENTED       CGS
 QM0209  HISTORY     - 1922     GOOD             NGS
 QM0209  HISTORY     - 1934     GOOD             NGS
 QM0209  HISTORY     - 1935     GOOD             WIGS
 QM0209
 QM0209                          STATION DESCRIPTION
 QM0209
 QM0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0209'STATION IS ABOUT 3-3/4 MILES E OF GAGEN, 5 METERS E OF THE
 QM0209'E END OF THE FREIGHT PLATFORM AT SPUR 234, 2.05 METERS (6.575
 QM0209'FEET) N OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 QM0209'RAILWAY.
 QM0209'
 QM0209'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 QM0209'DISKS SET IN CONCRETE.
 QM0209
 QM0209                          STATION RECOVERY (1922)
 QM0209
 QM0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 QM0209'3 MI E FROM GAGEN.
 QM0209'ABOUT 3 MILES EAST OF GAGEN, 5 METERS EAST OF THE EAST END OF
 QM0209'THE FREIGHT PLATFORM AT SPUR 234, 2.05 METERS, (6.575 FT.)
 QM0209'NORTH OF THE M. ST. P. AND S. STE. M. RY.
 QM0209
 QM0209                          STATION RECOVERY (1934)
 QM0209
 QM0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QM0209'RECOVERED IN GOOD CONDITION.
 QM0209
 QM0209                          STATION RECOVERY (1935)
 QM0209
 QM0209'RECOVERY NOTE BY WISCONSIN GEODETIC SURVEY 1935
 QM0209'DESCRIPTION ADEQUATE.  MARK FOUND AS DESCRIBED IN GOOD CONDITION.
 QM0209'
 QM0209'ADD TO DESCRIPTION THE FOLLOWING--70.7 METERS (232 FEET)
 QM0209'E FROM SWITCH STAND.
 QM0209'
 QM0209'NOTE--THERE IS NO LONGER A FREIGHT PLATFORM AT THIS SPUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1229 ***********************************************************************
 NH1229  DESIGNATION -  FOND
 NH1229  PID         -  NH1229
 NH1229  STATE/COUNTY-  WI/WALWORTH
 NH1229  USGS QUAD   -  ELKHORN (1994)
 NH1229
 NH1229                         *CURRENT SURVEY CONTROL
 NH1229  ___________________________________________________________________
 NH1229* NAD 83(1991)-  42 39 20.32483(N)    088 35 07.72737(W)     ADJUSTED  
 NH1229* NAVD 88     -       299.     (meters)     981.     (feet)  SCALED    
 NH1229  ___________________________________________________________________
 NH1229  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 NH1229  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 NH1229
 NH1229  HORZ ORDER  -  SECOND
 NH1229
 NH1229.The horizontal coordinates were established by classical geodetic methods
 NH1229.and adjusted by the National Geodetic Survey in November 1991..
 NH1229
 NH1229.The orthometric height was scaled from a topographic map.
 NH1229
 NH1229.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1229
 NH1229.The geoid height was determined by GEOID03.
 NH1229
 NH1229;                    North         East     Units Scale Factor Converg.
 NH1229;SPC WI S     -    73,820.764   715,979.716   MT  1.00001657   +0 58 18.9
 NH1229;SPC WI S     -   242,193.62  2,349,010.12   sFT  1.00001657   +0 58 18.9
 NH1229;UTM  16      - 4,723,794.462   370,049.448   MT  0.99980776   -1 04 28.0
 NH1229
 NH1229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1229!SPC WI S     -   0.99995844  x   1.00001657  =   0.99997501
 NH1229!UTM  16      -   0.99995844  x   0.99980776  =   0.99976621
 NH1229
 NH1229|---------------------------------------------------------------------|
 NH1229| PID    Reference Object                     Distance      Geod. Az  |
 NH1229|                                                           dddmmss.s |
 NH1229| CI8690 FOND RM                                            20544     |
 NH1229| NH1235 ELORENCE                            APPROX. 3.0 KM 2354152.4 |
 NH1229|---------------------------------------------------------------------|
 NH1229
 NH1229                          SUPERSEDED SURVEY CONTROL
 NH1229
 NH1229  NAD 83(1986)-  42 39 20.32281(N)    088 35 07.73413(W) AD(       ) 2
 NH1229  NAD 27      -  42 39 20.26800(N)    088 35 07.36900(W) AD(       ) 2
 NH1229
 NH1229.Superseded values are not recommended for survey control.
 NH1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1229.See file dsdata.txt to determine how the superseded data were derived.
 NH1229
 NH1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7004923794(NAD 83)
 NH1229_MARKER: DS = TRIANGULATION STATION DISK
 NH1229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1229
 NH1229  HISTORY     - Date     Condition        Report By
 NH1229  HISTORY     - 1920     MONUMENTED       CGS
 NH1229  HISTORY     - 1930     MARK NOT FOUND   CGS
 NH1229
 NH1229                          STATION DESCRIPTION
 NH1229
 NH1229'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH1229'STATION IS LOCATED ABOUT 2 MILES W OF ELKHORN, ON THE N SIDE
 NH1229'OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 NH1229'TRACK, IN THE SW CORNER OF THE SECOND FIELD 1/4 MILE E OF A
 NH1229'ROAD WHICH RUNS N AND S PAST DELAVAN PRAIRIE DISTRICT NO. 7
 NH1229'SCHOOL, AND 18.60 METERS (61.02 FEET) N OF THE N AND NEAREST
 NH1229'RAIL.  SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE
 NH1229'TABLETS SET IN CONCRETE AS DESCRIBED.
 NH1229'REFERENCE MARK IS ON THE SAME SIDE OF THE TRACK, NEAR THE
 NH1229'FENCE CORNER 15.22 METERS (49.93 FEET) FROM THE STATION,
 NH1229'S 25 DEG 44 MIN W.
 NH1229
 NH1229                          STATION RECOVERY (1930)
 NH1229
 NH1229'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 NH1229'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0714 ***********************************************************************
 OM0714  DESIGNATION -  FOND
 OM0714  PID         -  OM0714
 OM0714  STATE/COUNTY-  WI/FOND DU LAC
 OM0714  USGS QUAD   -  FOND DU LAC (1992)
 OM0714
 OM0714                         *CURRENT SURVEY CONTROL
 OM0714  ___________________________________________________________________
 OM0714* NAD 83(1991)-  43 46 26.33924(N)    088 26 50.35578(W)     ADJUSTED  
 OM0714* NAVD 88     -       231.     (meters)     758.     (feet)  SCALED    
 OM0714  ___________________________________________________________________
 OM0714  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 OM0714  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 OM0714
 OM0714  HORZ ORDER  -  THIRD
 OM0714
 OM0714.The horizontal coordinates were established by classical geodetic methods
 OM0714.and adjusted by the National Geodetic Survey in November 1991..
 OM0714
 OM0714.The orthometric height was scaled from a topographic map.
 OM0714
 OM0714.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0714
 OM0714.The geoid height was determined by GEOID03.
 OM0714
 OM0714;                    North         East     Units Scale Factor Converg.
 OM0714;SPC WI S     -   198,238.842   724,993.230   MT  0.99995368   +1 04 00.7
 OM0714;SPC WI S     -   650,388.60  2,378,581.96   sFT  0.99995368   +1 04 00.7
 OM0714;UTM  16      - 4,847,788.014   383,522.183   MT  0.99976687   -1 00 05.0
 OM0714
 OM0714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0714!SPC WI S     -   0.99996938  x   0.99995368  =   0.99992307
 OM0714!UTM  16      -   0.99996938  x   0.99976687  =   0.99973626
 OM0714
 OM0714:                Primary Azimuth Mark                     Grid Az
 OM0714:SPC WI S     -  EDEN                                     122 33 37.3
 OM0714:UTM  16      -  EDEN                                     124 37 43.0
 OM0714
 OM0714|---------------------------------------------------------------------|
 OM0714| PID    Reference Object                     Distance      Geod. Az  |
 OM0714|                                                           dddmmss.s |
 OM0714| OM0681 EDEN                                APPROX.11.3 KM 1233738.0 |
 OM0714| AI5964 FOND RM 1                            32.888 METERS 17111     |
 OM0714| CI8691 FOND AZ MK                                         1734519.8 |
 OM0714| OM0713 FOND DU LAC CO CTHSE CLOCKTWR        54.087 METERS 23057     |
 OM0714| OM0712 NEAR FOND                            44.446 METERS 23203     |
 OM0714| OM0720 NORTH FOND DU LAC MUNICIPAL TK      APPROX. 4.4 KM 3243648.0 |
 OM0714| OM0715 FOND DU LAC RAD STA KFIZ MAST       219.687 METERS 34747     |
 OM0714| OM0721 FOND DU LAC MUNICIPAL TANK          APPROX. 0.8 KM 3543513.4 |
 OM0714| OM0719 FOND DU LAC ST LOU CH S SPIRE       APPROX. 1.2 KM 3553328.6 |
 OM0714| OM0718 FOND DU LAC ST LOU CH N SPIRE       APPROX. 1.2 KM 3553627.0 |
 OM0714| OM0717 FOND DU LAC WISC PWR LT CO STK      APPROX. 1.0 KM 3570653.7 |
 OM0714|---------------------------------------------------------------------|
 OM0714
 OM0714                          SUPERSEDED SURVEY CONTROL
 OM0714
 OM0714  NAD 83(1986)-  43 46 26.33125(N)    088 26 50.35863(W) AD(       ) 3
 OM0714  NAD 27      -  43 46 26.36800(N)    088 26 49.97900(W) AD(       ) 3
 OM0714
 OM0714.Superseded values are not recommended for survey control.
 OM0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0714.See file dsdata.txt to determine how the superseded data were derived.
 OM0714
 OM0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8352247788(NAD 83)
 OM0714_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0714
 OM0714  HISTORY     - Date     Condition        Report By
 OM0714  HISTORY     - 1953     MONUMENTED       CGS
 OM0714  HISTORY     - 1958     SEE DESCRIPTION  CGS
 OM0714  HISTORY     - 1971     SEE DESCRIPTION  WIDT
 OM0714  HISTORY     - 20021107 MARK NOT FOUND   USPSQD
 OM0714  HISTORY     - 20040307 MARK NOT FOUND   USPSQD
 OM0714
 OM0714                          STATION DESCRIPTION
 OM0714
 OM0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0714'STATION IS LOCATED IN THE NORTHEAST CORNER OF THE COURTHOUSE
 OM0714'LAWN IN FOND DU LAC.  IT IS 147 FEET NORTHEAST OF THE NORTHEAST
 OM0714'CORNER OF THE COURTHOUSE, 71 FEET WEST OF THE CENTER OF MAIN
 OM0714'STREET AND 9 FEET SOUTH OF THE SOUTH EDGE OF A SIDEWALK.
 OM0714'THE MARK IS FLUSH AND THE DISK IS STAMPED FOND 1953.
 OM0714'
 OM0714'REFERENCE MARK NO. 1 IS 52 FEET WEST OF THE CENTER OF MAIN STREET,
 OM0714'17 FEET EAST OF THE NORTHEAST CORNER OF A MONUMENT AND 1 FOOT
 OM0714'NORTH OF THE NORTH EDGE OF A SIDEWALK.  THE MARK IS FLUSH AND
 OM0714'THE DISK IS STAMPED FOND NO 1 1953.
 OM0714'
 OM0714'(USGS) BM WAS USED AS A REFERENCE MARK.  IT IS 17 FEET EAST OF
 OM0714'THE EAST SIDE OF THE COURTHOUSE AND 15 FEET WEST OF THE WEST
 OM0714'END OF A STONE WALL ON THE NORTH SIDE OF THE STEPS LEADING UP
 OM0714'TO THE COURTHOUSE.  THE DISK IS A U.S. GEOLOGICAL SURVEY BM SET
 OM0714'IN A DRILLHOLE IN A STONE WINDOW FRAME AND IS STAMPED 1908
 OM0714'764 (FEET ELEVATION).
 OM0714'
 OM0714'AZIMUTH MARK IS 115 FEET SOUTH OF THE CENTER OF 6TH STREET,
 OM0714'43 FEET EAST OF THE CENTER OF MAIN STREET, 23 FEET SOUTHWEST OF
 OM0714'THE SOUTHWEST CORNER OF A STANDARD SERVICE STATION AND 10 FEET
 OM0714'NORTHEAST OF THE NORTHEAST CORNER OF A BRICK BUILDING.  THE
 OM0714'DISK IS SET FLUSH IN A DRILLHOLE IN THE CONCRETE APRON OF THE
 OM0714'STANDARD SERVICE STATION AND IS STAMPED FOND 1953.
 OM0714'
 OM0714'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON MAIN
 OM0714'STREET FOR 0.15 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 OM0714'
 OM0714'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 OM0714
 OM0714                          STATION RECOVERY (1958)
 OM0714
 OM0714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 OM0714'RECOVERY OF AZIMUTH MARK BY MR. EARL CAPELLE, FOND DU LAC,
 OM0714'WISCONSIN, REFERENCE TO LETTER DATED OCTOBER 16, 1958 FROM
 OM0714'U.S.G.S.
 OM0714'
 OM0714'AZIMUTH MARK IS NOW TWO INCHES BELOW THE SURFACE DUE TO NEW
 OM0714'CONCRETE BEING POURED AROUND MARK AT FILLING STATION.  AN IRON
 OM0714'GRILL WAS PLACED IN ORDER TO ALLOW ACCESS TO THE MARK.
 OM0714
 OM0714                          STATION RECOVERY (1971)
 OM0714
 OM0714'RECOVERY NOTE BY WI DEPT OF TRANSP 1971 (RW)
 OM0714'FOND 1953-GOOD
 OM0714'
 OM0714'AZ MARK-AT STANDARD (GAS) STATION GOOD
 OM0714
 OM0714                          STATION RECOVERY (2002)
 OM0714
 OM0714'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0714'MARK NOT RECOVERED.  THE COURTHOUSE WAS TORN DOWN AROUND 1980 AND
 OM0714'RELOCATED ACROSS MACY STREET.  IT WAS LOCATED IN THE SQUARE FORMED BY
 OM0714'MACY STREET, COURT STREET, WESTERN AVENUE AND MAIN STREET.  IT IS NOW
 OM0714'A VETRANS PARK.  THE MARK'S LOCATION HAS BEEN RE-LANDSCAPED AND IF
 OM0714'PRESENT, IS PROBABLY UNDER THE GROUND'S SURFACE.
 OM0714
 OM0714                          STATION RECOVERY (2004)
 OM0714
 OM0714'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 OM0714'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0713 ***********************************************************************
 OM0713  DESIGNATION -  FOND DU LAC CO CTHSE CLOCKTWR
 OM0713  PID         -  OM0713
 OM0713  STATE/COUNTY-  WI/FOND DU LAC
 OM0713  USGS QUAD   -  FOND DU LAC (1992)
 OM0713
 OM0713                         *CURRENT SURVEY CONTROL
 OM0713  ___________________________________________________________________
 OM0713* NAD 83(1991)-  43 46 25.23525(N)    088 26 52.23407(W)     ADJUSTED  
 OM0713* NAVD 88     -                                                        
 OM0713  ___________________________________________________________________
 OM0713  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 OM0713  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 OM0713
 OM0713  HORZ ORDER  -  THIRD
 OM0713
 OM0713.The horizontal coordinates were established by classical geodetic methods
 OM0713.and adjusted by the National Geodetic Survey in November 1991..
 OM0713
 OM0713
 OM0713.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0713
 OM0713.The geoid height was determined by GEOID03.
 OM0713
 OM0713;                    North         East     Units Scale Factor Converg.
 OM0713;SPC WI S     -   198,203.995   724,951.867   MT  0.99995364   +1 03 59.4
 OM0713;SPC WI S     -   650,274.27  2,378,446.25   sFT  0.99995364   +1 03 59.4
 OM0713;UTM  16      - 4,847,754.689   383,479.598   MT  0.99976699   -1 00 06.3
 OM0713
 OM0713                          SUPERSEDED SURVEY CONTROL
 OM0713
 OM0713  NAD 83(1986)-  43 46 25.22776(N)    088 26 52.23693(W) AD(       ) 4
 OM0713  NAD 27      -  43 46 25.26300(N)    088 26 51.85800(W) AD(       ) 3
 OM0713
 OM0713.Superseded values are not recommended for survey control.
 OM0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0713.See file dsdata.txt to determine how the superseded data were derived.
 OM0713
 OM0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8348047755(NAD 83)
 OM0713
 OM0713  HISTORY     - Date     Condition        Report By
 OM0713  HISTORY     - 1953     MONUMENTED       CGS
 OM0713  HISTORY     - 19970217 MARK NOT FOUND   USPSQD
 OM0713  HISTORY     - 20021107 MARK NOT FOUND   USPSQD
 OM0713  HISTORY     - 20040307 MARK NOT FOUND   USPSQD
 OM0713
 OM0713                          STATION DESCRIPTION
 OM0713
 OM0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0713'STATION IS THE BASE OF THE FLAG POLE ATOP THE COUNTY COURTHOUSE
 OM0713'DOME, WHICH IS LOCATED ABOUT 220 FEET WEST OF MAIN STREET
 OM0713'NEAR THE CENTER OF FOND DU LAC.  THE COURTHOUSE IS A LARGE
 OM0713'GRAY STONE STRUCTURE WITH A SHORT DOMED CLOCK TOWER AT THE
 OM0713'CENTER AND THE FLAG POLE IS AT THE CENTER OF THE OF THE TOP
 OM0713'OF THE DOME.  THE OVERALL HEIGHT OF THE STRUCTURE IS ABOUT 125
 OM0713'FEET.
 OM0713
 OM0713                          STATION RECOVERY (1997)
 OM0713
 OM0713'RECOVERY NOTE BY US POWER SQUADRON 1997
 OM0713'MARK NOT FOUND.
 OM0713
 OM0713                          STATION RECOVERY (2002)
 OM0713
 OM0713'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0713'MARK NOT RECOVERED.  THE COURTHOUSE WAS TORN DOWN AROUND 1980 AND
 OM0713'RELOCATED ACROSS MACY STREET.  IT WAS LOCATED IN THE SQUARE FORMED BY
 OM0713'MACY STREET, COURT STREET, WESTERN AVENUE AND MAIN STREET.  IT IS NOW
 OM0713'THE VETRANS PARK.  THE NEW COURTHOUSE HAS NO DOMED CLOCK TOWER.
 OM0713
 OM0713                          STATION RECOVERY (2004)
 OM0713
 OM0713'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 OM0713'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0716 ***********************************************************************
 OM0716  DESIGNATION -  FOND DU LAC CO POL KSB 461 MST
 OM0716  PID         -  OM0716
 OM0716  STATE/COUNTY-  WI/FOND DU LAC
 OM0716  USGS QUAD   -  FOND DU LAC (1992)
 OM0716
 OM0716                         *CURRENT SURVEY CONTROL
 OM0716  ___________________________________________________________________
 OM0716* NAD 83(1991)-  43 47 58.73778(N)    088 22 35.56554(W)     ADJUSTED  
 OM0716* NAVD 88     -                                                        
 OM0716  ___________________________________________________________________
 OM0716  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 OM0716  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 OM0716
 OM0716  HORZ ORDER  -  THIRD
 OM0716
 OM0716.The horizontal coordinates were established by classical geodetic methods
 OM0716.and adjusted by the National Geodetic Survey in November 1991..
 OM0716
 OM0716
 OM0716.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0716
 OM0716.The geoid height was determined by GEOID03.
 OM0716
 OM0716;                    North         East     Units Scale Factor Converg.
 OM0716;SPC WI S     -   201,198.408   730,634.522   MT  0.99995669   +1 06 55.7
 OM0716;SPC WI S     -   660,098.44  2,397,090.09   sFT  0.99995669   +1 06 55.7
 OM0716;UTM  16      - 4,850,541.513   389,265.485   MT  0.99975082   -0 57 10.3
 OM0716
 OM0716                          SUPERSEDED SURVEY CONTROL
 OM0716
 OM0716  NAD 83(1986)-  43 47 58.72960(N)    088 22 35.56792(W) AD(       ) 4
 OM0716  NAD 27      -  43 47 58.76300(N)    088 22 35.18900(W) AD(       ) 3
 OM0716
 OM0716.Superseded values are not recommended for survey control.
 OM0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0716.See file dsdata.txt to determine how the superseded data were derived.
 OM0716
 OM0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8926550542(NAD 83)
 OM0716
 OM0716  HISTORY     - Date     Condition        Report By
 OM0716  HISTORY     - 1953     MONUMENTED       CGS
 OM0716
 OM0716                          STATION DESCRIPTION
 OM0716
 OM0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0716'STATION IS THE CENTER OF THE TOP OF THE MAST.  IT IS ABOUT
 OM0716'125 FEET HIGH, PAINTED IN ALTERNATE COLORS OF ORANGE AND WHITE.
 OM0716'IT IS LOCATED ABOUT 1-1/2 MILES SOUTHEAST OF TAYCHEEDAH.
 OM0716'
 OM0716'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55
 OM0716'AND COUNTY HIGHWAY AA IN TAYCHEEDAH.  GO SOUTHEAST ON HIGHWAY
 OM0716'AA FOR 1.5 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 OM0716'TO TOP OF THE RIDGE AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0699 ***********************************************************************
 OM0699  DESIGNATION -  FOND DU LAC E BASE RESET
 OM0699  PID         -  OM0699
 OM0699  STATE/COUNTY-  WI/FOND DU LAC
 OM0699  USGS QUAD   -  BYRON (1974)
 OM0699
 OM0699                         *CURRENT SURVEY CONTROL
 OM0699  ___________________________________________________________________
 OM0699* NAD 83(1991)-  43 42 39.60263(N)    088 28 41.83126(W)     ADJUSTED  
 OM0699* NAVD 88     -       254.     (meters)     833.     (feet)  SCALED    
 OM0699  ___________________________________________________________________
 OM0699  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 OM0699  GEOID HEIGHT-         -35.57  (meters)                     GEOID03
 OM0699
 OM0699  HORZ ORDER  -  FIRST
 OM0699
 OM0699.The horizontal coordinates were established by classical geodetic methods
 OM0699.and adjusted by the National Geodetic Survey in November 1991..
 OM0699
 OM0699.The orthometric height was scaled from a topographic map.
 OM0699
 OM0699.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0699
 OM0699.The geoid height was determined by GEOID03.
 OM0699
 OM0699;                    North         East     Units Scale Factor Converg.
 OM0699;SPC WI S     -   191,196.604   722,628.430   MT  0.99994713   +1 02 44.1
 OM0699;SPC WI S     -   627,284.19  2,370,823.44   sFT  0.99994713   +1 02 44.1
 OM0699;UTM  16      - 4,840,836.935   380,905.303   MT  0.99977446   -1 01 17.9
 OM0699
 OM0699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0699!SPC WI S     -   0.99996576  x   0.99994713  =   0.99991289
 OM0699!UTM  16      -   0.99996576  x   0.99977446  =   0.99974022
 OM0699
 OM0699:                Primary Azimuth Mark                     Grid Az
 OM0699:SPC WI S     -  ST PETER CATHOLIC CHURCH DOME            037 47 46.1
 OM0699:UTM  16      -  ST PETER CATHOLIC CHURCH DOME            039 51 48.1
 OM0699
 OM0699|---------------------------------------------------------------------|
 OM0699| PID    Reference Object                     Distance      Geod. Az  |
 OM0699|                                                           dddmmss.s |
 OM0699| OM0710 ST PETER CATHOLIC CHURCH DOME       APPROX.17.5 KM 0385030.2 |
 OM0699| OM0716 FOND DU LAC CO POL KSB 461 MST      APPROX.12.8 KM 0394317.0 |
 OM0699| CI8693 FOND DU LAC E BASE RM 1                            04031     |
 OM0699| OM0682 MICH WISC PLINE CO KSA 275 MST      APPROX.10.2 KM 0893523.0 |
 OM0699| CI8692 FOND DU LAC E BASE AZ MK                           1085911.8 |
 OM0699| OM0698 ST JOHNS CATHOLIC CHURCH SPIRE      APPROX. 4.6 KM 1510337.0 |
 OM0699| CI8695 FOND DU LAC E BASE RM 3              24.801 METERS 24602     |
 OM0699| CI8694 FOND DU LAC E BASE RM 2             128.800 METERS 31942     |
 OM0699| CI8696 FOND DU LAC E BASE RM 4             106.010 METERS 33504     |
 OM0699|---------------------------------------------------------------------|
 OM0699
 OM0699                          SUPERSEDED SURVEY CONTROL
 OM0699
 OM0699  NAD 83(1986)-  43 42 39.59452(N)    088 28 41.83502(W) AD(       ) 1
 OM0699  NAD 27      -  43 42 39.63000(N)    088 28 41.45500(W) AD(       ) 1
 OM0699
 OM0699.Superseded values are not recommended for survey control.
 OM0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0699.See file dsdata.txt to determine how the superseded data were derived.
 OM0699
 OM0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8090540837(NAD 83)
 OM0699
 OM0699  HISTORY     - Date     Condition        Report By
 OM0699  HISTORY     - 1872     MONUMENTED       CGS
 OM0699  HISTORY     - 1930     SEE DESCRIPTION  CGS
 OM0699  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OM0699  HISTORY     - 1954     SEE DESCRIPTION  CGS
 OM0699
 OM0699                          STATION DESCRIPTION
 OM0699
 OM0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1872
 OM0699'THIS STATION IS SITUATED IN THE NORTHWEST QUARTER OF THE SOUTHWEST
 OM0699'QUARTER OF SECTION 4, BYRON TOWNSHIP, FOND DU LAC COUNTY,
 OM0699'WISCONSIN, AND MARKS THE EAST END OF FOND DU LAC BASE LINE.  THE
 OM0699'HEIGHT OF STATION USED WAS 75 FEET.  THE GEODETIC POINT IS
 OM0699'MARKED BY THE INTERSECTION OF TWO LINES CUT IN THE UPPER SURFACE
 OM0699'OF A BRASS FRUSTUM LEADED IN THE UPPER END OF A STONE POST.  THIS
 OM0699'POST IS 8 INCHES BY 8 INCHES IN CROSS-SECTION, 5 FEET LONG,
 OM0699'AND IS SET SO THAT ITS UPPER END IS 4 FEET BELOW THE LEVEL OF
 OM0699'THE GROUND SURFACE.  TWO SIMILAR STONES ARE SET, ONE ON THE
 OM0699'NORTH AND ONE ON THE SOUTH OF THE GEODETIC POINT, AND IN THE
 OM0699'LINE PASSING THROUGH IT AT RIGHT ANGLES TO THE BASE LINE.
 OM0699'EACH OF THESE STONES IS 4.4 METERS DISTANT FROM THE
 OM0699'GEODETIC POINT, AND IS SET ABOUT 4 FEET BELOW THE SURFACE
 OM0699'OF THE GROUND.  DIRECTLY OVER THE STONE MARKING THE GEODETIC
 OM0699'POINT IS SET A STONE OF THE USUAL FORM, RISING TO WITHIN
 OM0699'A FOOT OF THE SURFACE OF THE GROUND.  A REFERENCE STONE
 OM0699'SET IN THE ROAD ON THE NORTH OF THE STATION BEARS NORTH
 OM0699'11 DEG 45 MIN WEST, AND IS 99.59 METERS DISTANT.  A SECOND
 OM0699'REFERENCE BEARS NORTH 78 DEG 02 MIN EAST, AND IS 27.5
 OM0699'METERS DISTANT FROM THE GEODETIC POINT.  HEIGHT OF GROUND AT
 OM0699'STATION, 257.2 FEET.
 OM0699
 OM0699                          STATION RECOVERY (1930)
 OM0699
 OM0699'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (ITS)
 OM0699'STATION MARK FOUND AS DESCRIBED AND IN GOOD CONDITION.  THE
 OM0699'REFERENCE MARK SET IN THE ROAD FENCE TO THE NORTH OF THE
 OM0699'STATION WAS FOUND.  IT IS VERY LOOSE AND UNFIT FOR FURTHER USE.
 OM0699'THE OTHER REFERENCE MARK WAS NOT FOUND.  A NEW SUBSURFACE MARK
 OM0699'AND SURFACE MARK WAS ESTABLISHED, ALSO TWO NEW REFERENCE MARKS.
 OM0699'THE NEW SUBSURFACE MARK WAS CENTERED OVER THE OLD GEODETIC
 OM0699'POINT AND IS STANDARD DISK SET IN CONCRETE BLOCK 2-1/2 FEET
 OM0699'BELOW SURFACE OF THE GROUND.  THE SURFACE MARK IS STANDARD
 OM0699'DISK SET IN CONCRETE POST, 12 INCHES BELOW SURFACE OF GROUND.
 OM0699'THE REFERENCE MARKS ARE STANDARD, NOTE 11A.
 OM0699'
 OM0699'THE STATION IS ON PROPERTY OWNED BY THE SON OF H.Z. RETZLAFF
 OM0699'AND IS IN A PASTURE SOUTHEAST OF HIS HOUSE, ABOUT 250 YARDS ON
 OM0699'THE WEST SIDE OF CREEK, 125 PACES SOUTH OF CENTER LINE OF
 OM0699'EAST-WEST ROAD.
 OM0699'
 OM0699'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION IN EAST-WEST
 OM0699'FENCE LINE ON SOUTH SIDE OF ROAD.
 OM0699'
 OM0699'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION IN EAST-WEST
 OM0699'FENCE LINE ON SOUTH SIDE OF ROAD.
 OM0699
 OM0699                          STATION RECOVERY (1953)
 OM0699
 OM0699'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0699'STATION WAS RECOVERED AS DESCRIBED IN 1930.  STATION MARK AND
 OM0699'REFERENCE MARK NO. 2 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK
 OM0699'NO. 1 HAD BEEN DESTROYED.  REFERENCE MARK NO. 2 WAS TOO CLOSE TO
 OM0699'THE HIGHWAY AND WAS DESTROYED.  THE DISTANCE AND DIRECTION TO
 OM0699'IT DID NOT CHECK.  TWO NEW REFERENCE MARKS AND AN AZIMUTH MARK
 OM0699'WERE ESTABLISHED BY THIS PARTY.  A NEW DESCRIPTION FOLLOWS--
 OM0699'
 OM0699'STATION IS LOCATED ON THE PROPERTY OF ELMER RETZLEFF ALONG THE
 OM0699'SOUTH SIDE OF COUNTY HIGHWAY FFF ABOUT 6 MILES SOUTH OF
 OM0699'FOND DU LAC.  IT IS ABOUT 350 FEET SOUTH OF THE CENTER OF THE
 OM0699'HIGHWAY, 82 FEET NORTHEAST OF A WHITE WITNESS POST, 48 FEET
 OM0699'WEST OF A CREEK AND 29 FEET NORTH OF A FENCE.  THE MARK IS
 OM0699'12 INCHES UNDERGROUND AND THE DISK IS STAMPED EAST BASE USLS
 OM0699'1872 1930.  (NOTES 1C7A)
 OM0699'
 OM0699'REFERENCE MARK NO. 3 IS 1 FOOT EAST OF A WHITE WITNESS POST
 OM0699'AND 1 FOOT NORTH OF THE FENCE.  THE MARK PROJECTS ABOUT 2 INCHES
 OM0699'AND THE DISK IS STAMPED FOND DU LAC NO 3 1930.  (NOTE 11A)
 OM0699'
 OM0699'REFERENCE MARK NO. 4 IS 31 FEET SOUTH OF THE CENTER OF THE
 OM0699'HIGHWAY AND 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS ABOUT
 OM0699'2 INCHES AND THE DISK IS STAMPED FOND DU LAC NO 4 1930.  (NOTE 11A)
 OM0699'
 OM0699'AZIMUTH MARK IS 30 FEET WEST OF THE CENTER OF A GRAVEL ROAD,
 OM0699'4 FEET NORTH OF A POWER POLE AND 1 FOOT SOUTH OF A WHITE
 OM0699'WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 OM0699'IS STAMPED FOND DU LAC 1953.  (NOTE 16A)
 OM0699'
 OM0699'TO REACH THE STATION FROM THE COURTHOUSE IN FOND DU LAC, GO
 OM0699'SOUTH ON U.S. HIGHWAY 41 FOR 4.2 MILES TO THE JUNCTION OF COUNTY
 OM0699'HIGHWAY FFF.  TURN RIGHT AND GO WEST ON HIGHWAY FFF FOR 1.0
 OM0699'MILE TO A GRAVEL CROSSROAD.* CONTINUE WEST ON THE HIGHWAY
 OM0699'FOR 0.5 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 OM0699'
 OM0699'*TO REACH THE AZIMUTH MARK FROM THE GRAVEL CROSSROAD, GO SOUTH
 OM0699'ON GRAVEL ROAD FOR 0.2 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 OM0699'
 OM0699'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 OM0699
 OM0699                          STATION RECOVERY (1954)
 OM0699
 OM0699'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 OM0699'STATION AND REFERENCE MARK NO. 3 WERE RECOVERED AND FOUND TO BE
 OM0699'IN GOOD CONDITION.  THE 1953 RECOVERY DESCRIPTION WAS NOT
 OM0699'AVAILABLE, SO NO DATA ON THE MARKS COULD BE CHECKED.
 OM0699'
 OM0699'1954 OBSERVATIONS TAKEN FROM A 90 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1259 ***********************************************************************
 OM1259  CBN         -  This is a Cooperative Base Network Control Station.
 OM1259  PACS        -  This is a Primary Airport Control Station.
 OM1259  DESIGNATION -  FOND DU LAC GPS
 OM1259  PID         -  OM1259
 OM1259  STATE/COUNTY-  WI/FOND DU LAC
 OM1259  USGS QUAD   -  FOND DU LAC (1992)
 OM1259
 OM1259                         *CURRENT SURVEY CONTROL
 OM1259  ___________________________________________________________________
 OM1259* NAD 83(1997)-  43 46 15.21061(N)    088 28 58.30553(W)     ADJUSTED  
 OM1259* NAVD 88     -       239.189  (meters)     784.74   (feet)  ADJUSTED  
 OM1259  ___________________________________________________________________
 OM1259  X           -     122,140.695 (meters)                     COMP
 OM1259  Y           -  -4,611,652.787 (meters)                     COMP
 OM1259  Z           -   4,389,885.370 (meters)                     COMP
 OM1259  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 OM1259  ELLIP HEIGHT-         203.43  (meters)          (04/28/99) GPS OBS
 OM1259  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 OM1259  DYNAMIC HT  -         239.139 (meters)     784.58  (feet)  COMP
 OM1259  MODELED GRAV-     980,402.9   (mgal)                       NAVD 88
 OM1259
 OM1259  HORZ ORDER  -  A
 OM1259  VERT ORDER  -  SECOND    CLASS I
 OM1259  ELLP ORDER  -  THIRD     CLASS I
 OM1259
 OM1259.This mark is at Fond Du Lac Airport (FLD)
 OM1259
 OM1259.The horizontal coordinates were established by GPS observations
 OM1259.and adjusted by the National Geodetic Survey in April 1999..
 OM1259
 OM1259.The orthometric height was determined by differential leveling
 OM1259.and adjusted by the National Geodetic Survey in October 2000..
 OM1259
 OM1259.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1259
 OM1259.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1259
 OM1259.The ellipsoidal height was determined by GPS observations
 OM1259.and is referenced to NAD 83.
 OM1259
 OM1259.The geoid height was determined by GEOID03.
 OM1259
 OM1259.The dynamic height is computed by dividing the NAVD 88
 OM1259.geopotential number by the normal gravity value computed on the
 OM1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM1259.degrees latitude (g = 980.6199 gals.).
 OM1259
 OM1259.The modeled gravity was interpolated from observed gravity values.
 OM1259
 OM1259;                    North         East     Units Scale Factor Converg.
 OM1259;SPC WI S     -   197,842.784   722,138.640   MT  0.99995333   +1 02 32.7
 OM1259;SPC WI S     -   649,089.20  2,369,216.52   sFT  0.99995333   +1 02 32.7
 OM1259;UTM  16      - 4,847,495.292   380,655.683   MT  0.99977519   -1 01 33.3
 OM1259
 OM1259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1259!SPC WI S     -   0.99996810  x   0.99995333  =   0.99992143
 OM1259!UTM  16      -   0.99996810  x   0.99977519  =   0.99974330
 OM1259
 OM1259:                Primary Azimuth Mark                     Grid Az
 OM1259:SPC WI S     -  FOND DU LAC GPS AZ MK                    264 52 26.6
 OM1259:UTM  16      -  FOND DU LAC GPS AZ MK                    266 56 32.6
 OM1259
 OM1259|---------------------------------------------------------------------|
 OM1259| PID    Reference Object                     Distance      Geod. Az  |
 OM1259|                                                           dddmmss.s |
 OM1259| OM1270 FOND DU LAC GPS AZ MK               APPROX. 0.9 KM 2655459.3 |
 OM1259|---------------------------------------------------------------------|
 OM1259
 OM1259                          SUPERSEDED SURVEY CONTROL
 OM1259
 OM1259  NAD 83(1991)-  43 46 15.21046(N)    088 28 58.30450(W) AD(       ) B
 OM1259  ELLIP H (06/11/91)  203.53   (m)                       GP(       ) 4 1
 OM1259  NAVD 88 (07/06/00)  239.19   (m)          784.7    (f) LEVELING    3  
 OM1259  NGVD 29 (06/11/91)  239.1    (m)          784.     (f) GPS OBS        
 OM1259
 OM1259.Superseded values are not recommended for survey control.
 OM1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1259.See file dsdata.txt to determine how the superseded data were derived.
 OM1259
 OM1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8065647495(NAD 83)
 OM1259_MARKER: DH = HORIZONTAL CONTROL DISK
 OM1259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1259_SP_SET: CONCRETE POST
 OM1259_STAMPING: FOND DU LAC GPS 1989
 OM1259_MARK LOGO: NGS   
 OM1259_PROJECTION: FLUSH
 OM1259_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM1259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1259+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2005
 OM1259
 OM1259  HISTORY     - Date     Condition        Report By
 OM1259  HISTORY     - 1989     MONUMENTED       WIDT
 OM1259  HISTORY     - 19900816 GOOD             NGS
 OM1259  HISTORY     - 19971106 GOOD             WIHD
 OM1259  HISTORY     - 19990805 GOOD             WIDT
 OM1259  HISTORY     - 20000921 GOOD             WIDT
 OM1259  HISTORY     - 20010607 GOOD             NGS
 OM1259  HISTORY     - 20010609 GOOD             WIDT
 OM1259  HISTORY     - 20030722 GOOD             USPSQD
 OM1259  HISTORY     - 20050404 GOOD             WIDT
 OM1259
 OM1259                          STATION DESCRIPTION
 OM1259
 OM1259'DESCRIBED BY WI DEPT OF TRANSP 1989
 OM1259'THE STATION IS LOCATED ABOUT 14.53 KM (9.05 MI) EAST OF ROSENDALE,
 OM1259'11.46 KM (7.10 MI) SOUTH OF VAN DYNE, 5.16 KM (3.20 MI) WEST OF FOND
 OM1259'DU LAC.  OWNERSHIP--FOND DU LAC AIRPORT PROPERTY.  AIRPORT MANAGER,
 OM1259'LEE PERR1ZO PH. 414-922-6000 DAYS, 414-921-0973 NIGHTS.
 OM1259'THE STATION IS LOCATED AT THE FOND DU LAC AIRPORT.  TO REACH FROM THE
 OM1259'JUNCTION OF STATE HIGHWAY 23 AND COUNTY ROAD VVV IN FOND DU LAC, GO
 OM1259'SOUTH FOR 1.615 KM (1.00 MI) ON COUNTY ROAD VVV TO THE STATION ON THE
 OM1259'RIGHT, JUST NORTH FROM THE AIRPORT ENTRANCE.
 OM1259'THE STATION IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED--FOND DU
 OM1259'LAC GPS 1989--, SET INTO THE TOP OF A 40 CM DIAMETER CONCRETE MONUMENT
 OM1259'SET FLUSH WITH THE GROUND.  LOCATED 44.37 M (145.6 FT) NORTHWEST FROM
 OM1259'A R.O.W. SIGN, 80.89 M (265.4 FT) NORTH FROM THE AIRPORT SIGN, 34.13 M
 OM1259'(112.0 FT) WEST FROM THE CENTER-LINE OF COUNTY ROAD VVV, 28.22 M
 OM1259'(92.6 FT) SOUTHWEST FROM THE TELEPHONE CABLE BOXES.
 OM1259
 OM1259                          STATION RECOVERY (1990)
 OM1259
 OM1259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OM1259'THE STATION IS LOCATED AT THE WEST EDGE OF FOND DU LAC AND AT THE FOND
 OM1259'DULAC COUNTY AIRPORT.  OWNERSHIP-FOND DU LAC COUNTY, N6308 ROLLING
 OM1259'MEADOW DRIVE, FOND DU LAC, WI 54935.  THE AIRPORT MANAGER IS LEE
 OM1259'PERRIZO, FOND DU LAC COUNTY AIRPORT, N6308 ROLLING MEADOW DRIVE, FOND
 OM1259'DU LAC, WI 54935, PHONE 414-922-6000.
 OM1259'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE
 OM1259'HIGHWAY 23 IN WEST FOND DU LAC, GO WEST ON STATE HIGHWAY 23 FOR 0.25
 OM1259'KM (0.16 MI) TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON COUNTY ROAD
 OM1259'VVV FOR 1.05 KM (0.65 MI) TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT
 OM1259'AND GO WEST ON THE AIRPORT ENTRANCE ROAD FOR ABOUT 100 FEET TO THE
 OM1259'STATION ON THE RIGHT IN A LARGE OPEN FIELD.
 OM1259'THE STATION IS LOCATED 78.0 M (255.9 FT) NORTHEAST FROM THE NORTHEAST
 OM1259'CORNER OF THE AIRPORT SIGN, 44.5 M (146.0 FT) NORTHWEST FROM A
 OM1259'RIOGHT-OF-WAY POST AND SIGN, 33.6 M (110.2 FT) WEST FROM THE
 OM1259'CENTERLINE OF THE COUNTY ROAD, 28.4 M (93.2 FT) SOUTHWEST FROM THE
 OM1259'SOUTH 1 OF 3 UTILITY POLES, 18.9 M (62.0 FT) SOUTHWEST FROM A
 OM1259'RIGHT-OF-WAY POST AND SIGN AND IS FLUSH WITH THE GROUND.
 OM1259
 OM1259                          STATION RECOVERY (1997)
 OM1259
 OM1259'RECOVERY NOTE BY WI HIGHWAY DEPT 1997 (CSM)
 OM1259'NOTE--THIS STATION IS THE PRIMARY AIRPORT CONTROL (PAC) STATION FOR
 OM1259'THE FOND-DU-LAC COUNTY (FLD) AIRPORT.  THE STATION IS LOCATED ABOUT
 OM1259'3.22 KM (2.00 MI) WEST OF FOND-DU-LAC AND 25.76 KM (16.00 MI) SOUTH OF
 OM1259'OSHKOSH NEAR THE EAST END OF RUNWAY 09/27 AT THE FOND-DU-LAC COUNTY
 OM1259'AIRPORT.  OWNERSHIP--FOND-DU-LAC COUNTY.  THE AIRPORT MANAGER IS LEE
 OM1259'PERRIZO, TELEPHONE 920-922-6000.  TO REACH THE STATION FROM THE STATE
 OM1259'HIGHWAY 23 BRIDGE OVER US HIGHWAY 41 ON THE WEST EDGE OF THE CITY OF
 OM1259'FOND-DU-LAC, GO WEST 0.32 KM (0.20 MI) ON HIGHWAY 23 TO A FRONTAGE
 OM1259'ROAD ON THE WEST SIDE OF HIGHWAY 41 WHICH IS COUNTY HIGHWAY VVV
 OM1259'(ROLLING MEADOWS DRIVE) , TURN LEFT AND GO SOUTHEAST AND SOUTH 1.53 KM
 OM1259'(0.95 MI) ON HIGHWAY VVV TO THE STATION ON THE RIGHT.  TO DRIVE TO THE
 OM1259'STATION, CONTINUE SOUTH 0.12 KM (0.05 MI) ON HIGHWAY VVV TO GROVE
 OM1259'DRIVE WHICH IS THE AIRPORT ENTRANCE ROAD, TURN RIGHT AND GO WEST ABOUT
 OM1259'30 M (98.4 FT) ON THE AIRPORT ENTRANCE ROAD, TURN RIGHT AND GO NORTH
 OM1259'0.12 KM (0.05 MI) ACROSS THE GRASS TO THE STATION.  THE STATION IS A
 OM1259'BRONZE NGS HORIZONTAL CONTROL MARK DISK SET IN THE TOP OF A 40-CM
 OM1259'(16-INCH) DIAMETER, 6-FOOT-DEEP CONCRETE POST FLUSH WITH THE GROUND
 OM1259'AND ABOUT 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY PAVEMENT.  IT
 OM1259'IS 34.1 M (111.9 FT) WEST OF THE CENTERLINE OF HIGHWAY VVV, 115.5 M
 OM1259'(378.9 FT) NORTH OF THE CENTERLINE OF THE AIRPORT ENTRANCE ROAD, 43.5
 OM1259'M (142.7 FT) SOUTH OF THE EXTENDED CENTERLINE OF RUNWAY 09/27, 71.7 M
 OM1259'(235.2 FT) SOUTH-SOUTHWEST OF A FIRE HYDRANT, 28.9 M (94.8 FT)
 OM1259'SOUTHWEST OF THE SOUTHWEST CORNER OF THE CENTER ONE OF THREE
 OM1259'UNDERGROUND UTILITY BOXES, 44.35 M (145.50 FT) NORTHWEST OF A STEEL
 OM1259'R-O-W POST, 81.0 M (265.7 FT) NORTH OF THE MOST NORTHERLY OF FOUR
 OM1259'WOODEN 22-CM (9-INCH) DIAMETER POSTS SUPPORTING THE AIRPORT SIGN, AND
 OM1259'1.00 M (3.28 FT) EAST OF A WHITE PLASTIC WITNESS POST.
 OM1259
 OM1259                          STATION RECOVERY (1999)
 OM1259
 OM1259'RECOVERY NOTE BY WI DEPT OF TRANSP 1999 (DJH)
 OM1259'RECOVERED AS DESCRIBED.
 OM1259
 OM1259                          STATION RECOVERY (2000)
 OM1259
 OM1259'RECOVERY NOTE BY WI DEPT OF TRANSP 2000 (DJH)
 OM1259'RECOVERED AS DESCRIBED.
 OM1259
 OM1259                          STATION RECOVERY (2001)
 OM1259
 OM1259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DRL)
 OM1259'RECOVERED AS DESCRIBED.
 OM1259
 OM1259                          STATION RECOVERY (2001)
 OM1259
 OM1259'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OM1259'RECOVERED AS DESCRIBED.
 OM1259
 OM1259                          STATION RECOVERY (2003)
 OM1259
 OM1259'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM1259'RECOVERED IN GOOD CONDITION.
 OM1259
 OM1259                          STATION RECOVERY (2005)
 OM1259
 OM1259'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 OM1259'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 79.3 M NORTH OF THE
 OM1259'WESTERNMOST OF FOUR STEEL POSTS SUPPORTING A NEW AIRPORT SIGN, AND
 OM1259'33.5 M WEST-NORTHWEST OF A --SPEED LIMIT 45-- WOODEN SIGN POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1270 ***********************************************************************
 OM1270  SACS        -  This is a Secondary Airport Control Station.
 OM1270  DESIGNATION -  FOND DU LAC GPS AZ MK
 OM1270  PID         -  OM1270
 OM1270  STATE/COUNTY-  WI/FOND DU LAC
 OM1270  USGS QUAD   -  FOND DU LAC (1992)
 OM1270
 OM1270                         *CURRENT SURVEY CONTROL
 OM1270  ___________________________________________________________________
 OM1270* NAD 83(1997)-  43 46 13.13688(N)    088 29 38.35174(W)     ADJUSTED  
 OM1270* NAVD 88     -       244.285  (meters)     801.46   (feet)  ADJUSTED  
 OM1270  ___________________________________________________________________
 OM1270  X           -     121,246.603 (meters)                     COMP
 OM1270  Y           -  -4,611,724.356 (meters)                     COMP
 OM1270  Z           -   4,389,842.679 (meters)                     COMP
 OM1270  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 OM1270  ELLIP HEIGHT-         208.53  (meters)          (08/09/01) GPS OBS
 OM1270  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 OM1270  DYNAMIC HT  -         244.234 (meters)     801.29  (feet)  COMP
 OM1270  MODELED GRAV-     980,401.8   (mgal)                       NAVD 88
 OM1270
 OM1270  HORZ ORDER  -  FIRST
 OM1270  VERT ORDER  -  SECOND    CLASS I
 OM1270  ELLP ORDER  -  FOURTH    CLASS II
 OM1270
 OM1270.This mark is at Fond Du Lac Airport (FLD)
 OM1270
 OM1270.The horizontal coordinates were established by GPS observations
 OM1270.and adjusted by the National Geodetic Survey in August 2001..
 OM1270
 OM1270.The orthometric height was determined by differential leveling
 OM1270.and adjusted by the National Geodetic Survey in October 2000..
 OM1270
 OM1270.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1270
 OM1270.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1270
 OM1270.The ellipsoidal height was determined by GPS observations
 OM1270.and is referenced to NAD 83.
 OM1270
 OM1270.The geoid height was determined by GEOID03.
 OM1270
 OM1270.The dynamic height is computed by dividing the NAVD 88
 OM1270.geopotential number by the normal gravity value computed on the
 OM1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM1270.degrees latitude (g = 980.6199 gals.).
 OM1270
 OM1270.The modeled gravity was interpolated from observed gravity values.
 OM1270
 OM1270;                    North         East     Units Scale Factor Converg.
 OM1270;SPC WI S     -   197,762.561   721,244.349   MT  0.99995326   +1 02 05.2
 OM1270;SPC WI S     -   648,826.00  2,366,282.50   sFT  0.99995326   +1 02 05.2
 OM1270;UTM  16      - 4,847,447.407   379,759.238   MT  0.99977783   -1 02 01.0
 OM1270
 OM1270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1270!SPC WI S     -   0.99996730  x   0.99995326  =   0.99992056
 OM1270!UTM  16      -   0.99996730  x   0.99977783  =   0.99974514
 OM1270
 OM1270:                Primary Azimuth Mark                     Grid Az
 OM1270:SPC WI S     -  FOND DU LAC GPS                          084 52 26.4
 OM1270:UTM  16      -  FOND DU LAC GPS                          086 56 32.6
 OM1270
 OM1270|---------------------------------------------------------------------|
 OM1270| PID    Reference Object                     Distance      Geod. Az  |
 OM1270|                                                           dddmmss.s |
 OM1270| OM1259 FOND DU LAC GPS                     APPROX. 0.9 KM 0855431.6 |
 OM1270|---------------------------------------------------------------------|
 OM1270
 OM1270                          SUPERSEDED SURVEY CONTROL
 OM1270
 OM1270  NAD 83(1991)-  43 46 13.13627(N)    088 29 38.35085(W) AD(       ) 1
 OM1270  ELLIP H (08/19/91)  208.62   (m)                       GP(       ) 4 1
 OM1270  NAVD 88 (08/09/01)  244.28   (m)          801.4    (f) LEVELING    3  
 OM1270  NGVD 29 (08/19/91)  244.2    (m)          801.     (f) GPS OBS        
 OM1270
 OM1270.Superseded values are not recommended for survey control.
 OM1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1270.See file dsdata.txt to determine how the superseded data were derived.
 OM1270
 OM1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7975947447(NAD 83)
 OM1270_MARKER: DZ = AZIMUTH MARK DISK
 OM1270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1270_SP_SET: CONCRETE POST
 OM1270_STAMPING: FOND DU LAC GPS AZ MK 1989
 OM1270_MARK LOGO: NGS   
 OM1270_PROJECTION: FLUSH
 OM1270_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM1270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1270+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2005
 OM1270
 OM1270  HISTORY     - Date     Condition        Report By
 OM1270  HISTORY     - 1989     MONUMENTED       WIDT
 OM1270  HISTORY     - 19891231 GOOD             NGS
 OM1270  HISTORY     - 19900816 GOOD             NGS
 OM1270  HISTORY     - 19971111 GOOD             NGS
 OM1270  HISTORY     - 19990805 GOOD             WIDT
 OM1270  HISTORY     - 20010607 GOOD             NGS
 OM1270  HISTORY     - 20050404 GOOD             WIDT
 OM1270
 OM1270                          STATION DESCRIPTION
 OM1270
 OM1270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OM1270'THE STATION IS LOCATED NEAR THE WEST END OF THE FIELD ABOUT 1400 FT
 OM1270'(426.7 M) EAST FROM CL END RWY 9 IN A GRASSY AREA SOUTH OF THE
 OM1270'PARALLEL TAXIWAY.  THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 OM1270'STAMPED---FOND DU LAC GPS AZ MK 1989---, SET INTO THE TOP OF A ROUND
 OM1270'CONCRETE MONUMENT 1.4 FT (0.4 M) IN DIAMETER SET FLUSH WITH THE
 OM1270'GROUND.  THE STATION IS 239 FT (72.8 M) SOUTH FROM THE CENTERLINE OF
 OM1270'THE TAXIWAY, 153 FT (46.6 M) NORTHWEST FROM THE CENTER OF A 10 INCH
 OM1270'DIAMETER COTTONWOOD TREE, 78 FT (23.8 M) NORTH FROM THE CENTER OF A
 OM1270'SHALLOW DITCH, AND 3.2 FT (1.0 M) SOUTHWEST FROM TWO FIBERGLASS
 OM1270'WITNESS SIGNS.
 OM1270
 OM1270                          STATION RECOVERY (1990)
 OM1270
 OM1270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OM1270'THE STATION IS LOCATED AT THE WEST EDGE OF FOND DU LAC AND AT THE FOND
 OM1270'DULAC COUNTY AIRPORT.  OWNERSHIP--FOND DU LAC COUNTY, N6308 ROLLING
 OM1270'MEADOW DRIVE, FOND DU LAC, WI 54935.  THE AIRPORT MANAGER IS LEE
 OM1270'PERRIZO, FOND DU LAC COUNTY AIRPORT, N6308 ROLLING MEADOW DRIVE, FOND
 OM1270'DU LAC, WI 54935, PHONE 414-922-6000.
 OM1270'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE
 OM1270'HIGHWAY 23 IN WEST FOND DU LAC, GO WEST ON STATE HIGHWAY 23 FOR 0.25
 OM1270'KM (0.16 MI) TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON COUNTY ROAD
 OM1270'VVV FOR 1.05 KM (0.65 MI) TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT
 OM1270'AND GO WEST ON THE AIRPORT ENTRANCE ROAD FOR 0.15 KM (0.09 MI) TO A
 OM1270'PAVED ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH ON THE PAVED ROAD FOR
 OM1270'0.1 KM (0.1 MI) TO A DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO WEST
 OM1270'ON THE DRIVEWAY AND ALONG A TAXIWAY FOR 0.15 KM (0.09 MI) TO A
 OM1270'TAXIWAY. TURN RIGHT AND GO NORTH ON THE TAXIWAY FOR 0.2 KM (0.1 MI)
 OM1270'TO A TAXIWAY.  TURN LEFT AND GO WEST ON THE TAXIWAY FOR 0.7 KM
 OM1270'(0.4 MI) TO THE STATION ON THE LEFT IN A FIELD.
 OM1270'THE STATION IS LOCATED 66.1 M (216.9 FT) SOUTH FROM THE SOUTH EDGE OF
 OM1270'THE TAXIWAY, 62.5 M (205.1 FT) NORTHEAST FROM A UTILITY POLE WITH A
 OM1270'GUYWIRE, 51.5 M (169.0 FT) NORTHEAST FROM THE CENTER OF WEST GROVE
 OM1270'ROAD, 46.6 M (152.9 FT) NORTHWEST FROM AN 8-INCH COTTONWOOD TREE, 0.9
 OM1270'M (3.0 FT) WEST FROM A CARSONITE WITNESS POST AND IS FLUSH WITH THE
 OM1270'GROUND.
 OM1270
 OM1270                          STATION RECOVERY (1997)
 OM1270
 OM1270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 OM1270'NOTE--THIS STATION IS A SECONDARY AIRPORT CONTROL (SAC) STATION FOR
 OM1270'THE FON-DU-LAC COUNTY (FLD) AIRPORT.  THE STATION IS LOCATED NEAR THE
 OM1270'WEST EDGE OF FOND DU LAC ON THE FOND DU LAC COUNTY AIRPORT.
 OM1270'OWNERSHIP--FOND DU LAC COUNTY AIRPORT, LEE PERRIZO MANAGER, N6380
 OM1270'ROLLING MEADOWS DRIVE, FOND DU LAC WI.  54937, PHONE (920) 922-6000.
 OM1270'TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 41 AND STATE HIGHWAY 23 ON
 OM1270'THE WEST EDGE OF FOND DU LAC GO WEST ON HIGHWAY 23 FOR 0.25 KM (0.15
 OM1270'MI) TO ROLLING MEADOWS DRIVE.  TURN LEFT AND GO SOUTH ON ROLLING
 OM1270'MEADOWS DRIVE FOR 1.66 KM (1.05 MI) TO THE AIRPORT ENTRANCE ROAD.
 OM1270'TURN RIGHT AND GO WEST ON THE AIRPORT ENTRANCE ROAD FOR 0.10 KM (0.05
 OM1270'MI) TO A PAVED ROAD.  TURN LEFT AND GO SOUTH ON PAVED ROAD FOR 0.07 KM
 OM1270'(0.05 MI) TO A DRIVEWAY.  TURN RIGHT AND GO WEST ON THE DRIVEWAY AND
 OM1270'ACROSS APRON FOR 0.15 KM (0.10 MI) TO A TAXIWAY.  TURN RIGHT AND GO
 OM1270'NORTH ON THE TAXIWAY FOR 0.18 KM (0.10 MI) TO ANOTHER TAXIWAY.  TURN
 OM1270'LEFT AND GO WEST ON THE TAXIWAY FOR 0.69 KM (0.40 MI) TO THE STATION
 OM1270'ON THE LEFT.  THE STATION IS AN NGS AZIMUTH MARK DISK SET IN THE TOP
 OM1270'OF A CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT IS, 66.1 M
 OM1270'(216.9 FT) SOUTH OF THE SOUTH EDGE OF THE TAXIWAY, 62.5 M (205.1 FT)
 OM1270'NORTHEAST OF A UTILITY POLE WITH 1 GUY CABLE, 51.5 M (169.0 FT)
 OM1270'NORTHEAST OF THE CENTER OF WEST GROVE ROAD, 0.9 M (3.0 FT) WEST OF A
 OM1270'WITNESS POST, AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE TAXIWAY.
 OM1270
 OM1270                          STATION RECOVERY (1999)
 OM1270
 OM1270'RECOVERY NOTE BY WI DEPT OF TRANSP 1999 (DJH)
 OM1270'RECOVERED AS DESCRIBED.
 OM1270
 OM1270                          STATION RECOVERY (2001)
 OM1270
 OM1270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DRL)
 OM1270'RECOVERED AS DESCRIBED.
 OM1270'
 OM1270
 OM1270                          STATION RECOVERY (2005)
 OM1270
 OM1270'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 OM1270'RECOVERED IN GOOD CONDITION.  A NEW REACH TO THE STATION FOLLOWS--
 OM1270'FROM THE JUNCTION OF HIGHWAY 23 AND HIGHWAY 41 ON THE WEST EDGE OF
 OM1270'FOND DU LAC, GO WEST FOR 0.1 MILE TO COUNTY HIGHWAY VVV (ROLLING
 OM1270'MEADOWS DRIVE).  CONTINUE WEST ON HIGHWAY 23 FOR 0.9 MILE TO
 OM1270'ESTERBROOK ROAD ON THE LEFT.
 OM1270'TURN LEFT AND GO SOUTH ON ESTERBROOK ROAD FOR 1.0 MILE TO GROVE ROAD
 OM1270'ON THE LEFT.  TURN LEFT AND GO EAST FOR 0.4 MILE ON GROVE ROAD TO A
 OM1270'JOG IN THE ROAD.  CONTINUE EAST OF THE JOG IN THE ROAD ON AN AIRPORT
 OM1270'SERVICE ROAD FOR ABOUT 40 M TO A SERVICE ROAD TO THE RIGHT BETWEEN
 OM1270'FOUR HANGARS AND THE STATION ON THE LEFT.
 OM1270'ADD-- THE STATION IS 36.3 M NORTH OF THE CENTERLINE OF THE SERVICE
 OM1270'ROAD, 56.7 M NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE
 OM1270'WESTERNMOST HANGAR BUILDING, 52.9 M NORTH-NORTHWEST OF THE NORTHWEST
 OM1270'CORNER OF THE EASTERNMOST HANGAR WITH FIRE NUMBER --W6746--, 3 M WEST
 OM1270'OF THE EXTENDED CENTERLINE OF THE SERVICE ROAD BETWEEN THE FOUR HANGAR
 OM1270'BUILDINGS, AND 0.5 M WEST OF AN ORANGE CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0721 ***********************************************************************
 OM0721  DESIGNATION -  FOND DU LAC MUNICIPAL TANK
 OM0721  PID         -  OM0721
 OM0721  STATE/COUNTY-  WI/FOND DU LAC
 OM0721  USGS QUAD   -  FOND DU LAC (1992)
 OM0721
 OM0721                         *CURRENT SURVEY CONTROL
 OM0721  ___________________________________________________________________
 OM0721* NAD 83(1991)-  43 46 50.83322(N)    088 26 53.55916(W)     ADJUSTED  
 OM0721* NAVD 88     -                                                        
 OM0721  ___________________________________________________________________
 OM0721  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 OM0721  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 OM0721
 OM0721  HORZ ORDER  -  THIRD
 OM0721
 OM0721.The horizontal coordinates were established by classical geodetic methods
 OM0721.and adjusted by the National Geodetic Survey in November 1991..
 OM0721
 OM0721
 OM0721.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0721
 OM0721.The geoid height was determined by GEOID03.
 OM0721
 OM0721;                    North         East     Units Scale Factor Converg.
 OM0721;SPC WI S     -   198,993.308   724,907.539   MT  0.99995446   +1 03 58.5
 OM0721;SPC WI S     -   652,863.88  2,378,300.82   sFT  0.99995446   +1 03 58.5
 OM0721;UTM  16      - 4,848,544.940   383,463.789   MT  0.99976704   -1 00 07.7
 OM0721
 OM0721                          SUPERSEDED SURVEY CONTROL
 OM0721
 OM0721  NAD 83(1986)-  43 46 50.82549(N)    088 26 53.56199(W) AD(       ) 4
 OM0721  NAD 27      -  43 46 50.85800(N)    088 26 53.18200(W) AD(       ) 3
 OM0721
 OM0721.Superseded values are not recommended for survey control.
 OM0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0721.See file dsdata.txt to determine how the superseded data were derived.
 OM0721
 OM0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8346448545(NAD 83)
 OM0721
 OM0721  HISTORY     - Date     Condition        Report By
 OM0721  HISTORY     - 1953     MONUMENTED       CGS
 OM0721  HISTORY     - 19970209 GOOD             USPSQD
 OM0721  HISTORY     - 20050507 GOOD             USPSQD
 OM0721  HISTORY     - 20060127 MARK NOT FOUND   GEOCAC
 OM0721
 OM0721                          STATION DESCRIPTION
 OM0721
 OM0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0721'STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL WATER TANK,
 OM0721'LOCATED AT THE SOUTHEAST CORNER OF THE INTERSECTION OF MACY
 OM0721'AND MERRILL STREETS IN FOND DU LAC.  THE TANK IS A TEN-LEGGED
 OM0721'STEEL STRUCTURE ABOUT 120 FEET HIGH AND IS PAINTED SILVER.
 OM0721
 OM0721                          STATION RECOVERY (1997)
 OM0721
 OM0721'RECOVERY NOTE BY US POWER SQUADRON 1997
 OM0721'RECOVERED IN GOOD CONDITION.
 OM0721
 OM0721                          STATION RECOVERY (2005)
 OM0721
 OM0721'RECOVERY NOTE BY US POWER SQUADRON 2005 (DRB)
 OM0721'RECOVERED IN GOOD CONDITION.
 OM0721
 OM0721                          STATION RECOVERY (2006)
 OM0721
 OM0721'RECOVERY NOTE BY GEOCACHING 2006 (RFC)
 OM0721'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI5984 ***********************************************************************
 AI5984  DESIGNATION -  FOND DU LAC N GPS
 AI5984  PID         -  AI5984
 AI5984  STATE/COUNTY-  WI/FOND DU LAC
 AI5984  USGS QUAD   -  FOND DU LAC (1992)
 AI5984
 AI5984                         *CURRENT SURVEY CONTROL
 AI5984  ___________________________________________________________________
 AI5984* NAD 83(1997)-  43 47 54.74947(N)    088 26 35.01300(W)     ADJUSTED  
 AI5984* NAVD 88     -       228.755  (meters)     750.51   (feet)  ADJUSTED  
 AI5984  ___________________________________________________________________
 AI5984  X           -     125,286.425 (meters)                     COMP
 AI5984  Y           -  -4,609,434.250 (meters)                     COMP
 AI5984  Z           -   4,392,096.089 (meters)                     COMP
 AI5984  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 AI5984  ELLIP HEIGHT-         192.97  (meters)          (11/17/00) GPS OBS
 AI5984  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 AI5984  DYNAMIC HT  -         228.708 (meters)     750.35  (feet)  COMP
 AI5984  MODELED GRAV-     980,409.4   (mgal)                       NAVD 88
 AI5984
 AI5984  HORZ ORDER  -  FIRST
 AI5984  VERT ORDER  -  SECOND    CLASS I
 AI5984  ELLP ORDER  -  THIRD     CLASS II
 AI5984
 AI5984.The horizontal coordinates were established by GPS observations
 AI5984.and adjusted by the National Geodetic Survey in July 2000..
 AI5984
 AI5984.The orthometric height was determined by differential leveling
 AI5984.and adjusted by the National Geodetic Survey in October 2000..
 AI5984
 AI5984.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5984
 AI5984.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5984
 AI5984.The ellipsoidal height was determined by GPS observations
 AI5984.and is referenced to NAD 83.
 AI5984
 AI5984.The geoid height was determined by GEOID03.
 AI5984
 AI5984.The dynamic height is computed by dividing the NAVD 88
 AI5984.geopotential number by the normal gravity value computed on the
 AI5984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5984.degrees latitude (g = 980.6199 gals.).
 AI5984
 AI5984.The modeled gravity was interpolated from observed gravity values.
 AI5984
 AI5984;                    North         East     Units Scale Factor Converg.
 AI5984;SPC WI S     -   200,973.277   725,285.337   MT  0.99995656   +1 04 11.2
 AI5984;SPC WI S     -   659,359.83  2,379,540.31   sFT  0.99995656   +1 04 11.2
 AI5984;UTM  16      - 4,850,509.611   383,912.722   MT  0.99976575   -0 59 56.0
 AI5984
 AI5984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5984!SPC WI S     -   0.99996974  x   0.99995656  =   0.99992630
 AI5984!UTM  16      -   0.99996974  x   0.99976575  =   0.99973550
 AI5984
 AI5984                          SUPERSEDED SURVEY CONTROL
 AI5984
 AI5984  ELLIP H (07/06/00)  192.97   (m)                       GP(       ) 2 1
 AI5984  NAVD 88 (07/06/00)  228.75   (m)          750.5    (f) LEVELING    3  
 AI5984
 AI5984.Superseded values are not recommended for survey control.
 AI5984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5984.See file dsdata.txt to determine how the superseded data were derived.
 AI5984
 AI5984_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8391350510(NAD 83)
 AI5984_MARKER: DD = SURVEY DISK
 AI5984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5984_STAMPING: FOND DU LAC N GPS 1993
 AI5984_MARK LOGO: WI-039
 AI5984_PROJECTION: FLUSH
 AI5984_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI5984_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5984+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2005
 AI5984
 AI5984  HISTORY     - Date     Condition        Report By
 AI5984  HISTORY     - 1993     MONUMENTED       WI-039
 AI5984  HISTORY     - 19990805 GOOD             WIDT
 AI5984  HISTORY     - 20001005 GOOD             WIDT
 AI5984  HISTORY     - 20010712 GOOD             WIDT
 AI5984  HISTORY     - 2002     GOOD             WIDT
 AI5984  HISTORY     - 20030722 GOOD             USPSQD
 AI5984  HISTORY     - 20050405 GOOD             WIDT
 AI5984
 AI5984                          STATION DESCRIPTION
 AI5984
 AI5984'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI5984'THE STATION IS LOCATED IN FOND DU LAC.  OWNERSHIP--WISCONSIN
 AI5984'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI5984'OF US HIGHWAY 45 (MAIN STREET) WITH US HIGHWAY 151 (WINNEBAGO DRIVE)
 AI5984'IN THE CITY OF FOND DU LAC, GO NORTH ON MAIN STREET FOR 0.6 KM (0.35
 AI5984'MI) TO FRAZIER DRIVE, TURN RIGHT AND GO EAST ON FRAZIER DRIVE FOR 0.3
 AI5984'KM (0.20 MI) TO THE LAKESIDE PARK CONCESSION BUILDING ON THE LEFT,
 AI5984'TURN LEFT INTO THE PARKING LOT AND GO NORTH ON THE PARKING LOT FOR
 AI5984'0.08 KM (0.05 MI) TO THE END OF THE SERVICE ROAD ON THE BREAKER WALL.
 AI5984'THE STATION IS A BRONZE FOND DU LAC COUNTY GEODETIC CONTROL MARKER
 AI5984'DISK STAMPED --FOND DU LAC N GPS 1993-- AND SET IN THE TOP OF A 45 CM
 AI5984'(18-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL
 AI5984'WITH THE SERVICE ROAD PAVEMENT.  THE STATION IS 25 M (82.0 FT)
 AI5984'NORTH-NORTHEAST OF THE END OF THE SERVICE ROAD, 23.5 M (77.1 FT)
 AI5984'SOUTHWEST OF A LIGHT POLE WITH MAST, 23.3 M (76.4 FT) NORTHEAST OF A
 AI5984'LIGHT POLE WITH MAST, AND 1.0 M (3.3 FT) WEST-NORTHWEST OF THE EDGE OF
 AI5984'A CONCRETE SIDEWALK.  ---NOTE---THIS STATION HAS NO VISIBLE
 AI5984'OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI5984
 AI5984                          STATION RECOVERY (2000)
 AI5984
 AI5984'RECOVERY NOTE BY WI DEPT OF TRANSP 2000 (DJH)
 AI5984'RECOVERED AS DESCRIBED.
 AI5984
 AI5984                          STATION RECOVERY (2001)
 AI5984
 AI5984'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (GRS)
 AI5984'RECOVERED AS DESCRIBED EXCEPT THE MONUMENT IS IN A PARK OWNED BY THE
 AI5984'CITY OF FOND DU LAC.  THE STATION IS APPROXIMATELY 21.5 M SOUTHWEST OF
 AI5984'THE SOUTHWEST CORNER OF A RECENTLY CONSTRUCTED CONCRETE FOUNDATION FOR
 AI5984'A PARK BENCH.
 AI5984
 AI5984                          STATION RECOVERY (2002)
 AI5984
 AI5984'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (TSS)
 AI5984'RECOVERED AS DESCRIBED.
 AI5984
 AI5984                          STATION RECOVERY (2003)
 AI5984
 AI5984'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI5984'RECOVERED IN GOOD CONDITION.
 AI5984
 AI5984                          STATION RECOVERY (2005)
 AI5984
 AI5984'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI5984'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0715 ***********************************************************************
 OM0715  DESIGNATION -  FOND DU LAC RAD STA KFIZ MAST
 OM0715  PID         -  OM0715
 OM0715  STATE/COUNTY-  WI/FOND DU LAC
 OM0715  USGS QUAD   -  FOND DU LAC (1992)
 OM0715
 OM0715                         *CURRENT SURVEY CONTROL
 OM0715  ___________________________________________________________________
 OM0715* NAD 83(1991)-  43 46 33.29610(N)    088 26 52.43459(W)     ADJUSTED  
 OM0715* NAVD 88     -                                                        
 OM0715  ___________________________________________________________________
 OM0715  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 OM0715  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 OM0715
 OM0715  HORZ ORDER  -  THIRD
 OM0715
 OM0715.The horizontal coordinates were established by classical geodetic methods
 OM0715.and adjusted by the National Geodetic Survey in November 1991..
 OM0715
 OM0715
 OM0715.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0715
 OM0715.The geoid height was determined by GEOID03.
 OM0715
 OM0715;                    North         East     Units Scale Factor Converg.
 OM0715;SPC WI S     -   198,452.641   724,942.753   MT  0.99995390   +1 03 59.2
 OM0715;SPC WI S     -   651,090.04  2,378,416.35   sFT  0.99995390   +1 03 59.2
 OM0715;UTM  16      - 4,848,003.456   383,479.464   MT  0.99976699   -1 00 06.6
 OM0715
 OM0715                          SUPERSEDED SURVEY CONTROL
 OM0715
 OM0715  NAD 83(1986)-  43 46 33.28843(N)    088 26 52.43751(W) AD(       ) 4
 OM0715  NAD 27      -  43 46 33.32300(N)    088 26 52.05700(W) AD(       ) 3
 OM0715
 OM0715.Superseded values are not recommended for survey control.
 OM0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0715.See file dsdata.txt to determine how the superseded data were derived.
 OM0715
 OM0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8347948003(NAD 83)
 OM0715
 OM0715  HISTORY     - Date     Condition        Report By
 OM0715  HISTORY     - 1953     MONUMENTED       CGS
 OM0715  HISTORY     - 19970209 GOOD             USPSQD
 OM0715  HISTORY     - 20050507 MARK NOT FOUND   USPSQD
 OM0715
 OM0715                          STATION DESCRIPTION
 OM0715
 OM0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0715'STATION IS THE CENTER OF THE TOP OF THE MAST OF RADIO STATION
 OM0715'KFIZ, LOCATED ON TOP OF THE COMMONWEALTH REPORTER BUILDING
 OM0715'AT THE SOUTHEAST CORNER OF THE INTERSECTION OF MACY AND 1ST
 OM0715'STREETS.  THE MAST IS A SINGLE POLE, SUPPORTED BY GUY WIRES,
 OM0715'IS ABOUT 110 FEET HIGH AND IS PAINTED IN ALTERNATE SECTIONS
 OM0715'OF RED AND WHITE.
 OM0715
 OM0715                          STATION RECOVERY (1997)
 OM0715
 OM0715'RECOVERY NOTE BY US POWER SQUADRON 1997
 OM0715'RECOVERED IN GOOD CONDITION.
 OM0715
 OM0715                          STATION RECOVERY (2005)
 OM0715
 OM0715'RECOVERY NOTE BY US POWER SQUADRON 2005 (DRB)
 OM0715'NOT FOUND.  NOTE-- THE DESCRIBED BUILDING IS GONE AND IS NOW A PARKING
 OM0715'LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI5985 ***********************************************************************
 AI5985  HT_MOD      -  This is a Height Modernization Survey Station.
 AI5985  DESIGNATION -  FOND DU LAC S GPS
 AI5985  PID         -  AI5985
 AI5985  STATE/COUNTY-  WI/FOND DU LAC
 AI5985  USGS QUAD   -  BYRON (1974)
 AI5985
 AI5985                         *CURRENT SURVEY CONTROL
 AI5985  ___________________________________________________________________
 AI5985* NAD 83(1997)-  43 43 17.04132(N)    088 25 54.79367(W)     ADJUSTED  
 AI5985* NAVD 88     -       270.02   (meters)     885.9    (feet)  GPS OBS   
 AI5985  ___________________________________________________________________
 AI5985  X           -     126,348.257 (meters)                     COMP
 AI5985  Y           -  -4,615,365.655 (meters)                     COMP
 AI5985  Z           -   4,385,934.233 (meters)                     COMP
 AI5985  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 AI5985  ELLIP HEIGHT-         234.43  (meters)          (11/17/00) GPS OBS
 AI5985  GEOID HEIGHT-         -35.57  (meters)                     GEOID03
 AI5985
 AI5985  HORZ ORDER  -  FIRST
 AI5985  ELLP ORDER  -  THIRD     CLASS II
 AI5985
 AI5985.The horizontal coordinates were established by GPS observations
 AI5985.and adjusted by the National Geodetic Survey in July 2000..
 AI5985
 AI5985.The orthometric height was determined by GPS observations and a
 AI5985.high-resolution geoid model using precise GPS observation and
 AI5985.processing techniques.
 AI5985
 AI5985.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5985
 AI5985.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5985
 AI5985.The ellipsoidal height was determined by GPS observations
 AI5985.and is referenced to NAD 83.
 AI5985
 AI5985.The geoid height was determined by GEOID03.
 AI5985
 AI5985;                    North         East     Units Scale Factor Converg.
 AI5985;SPC WI S     -   192,421.083   726,345.394   MT  0.99994813   +1 04 38.8
 AI5985;SPC WI S     -   631,301.50  2,383,018.18   sFT  0.99994813   +1 04 38.8
 AI5985;UTM  16      - 4,841,926.344   384,663.346   MT  0.99976362   -0 59 23.1
 AI5985
 AI5985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5985!SPC WI S     -   0.99996324  x   0.99994813  =   0.99991137
 AI5985!UTM  16      -   0.99996324  x   0.99976362  =   0.99972687
 AI5985
 AI5985                          SUPERSEDED SURVEY CONTROL
 AI5985
 AI5985  ELLIP H (07/06/00)  234.43   (m)                       GP(       ) 2 1
 AI5985
 AI5985.Superseded values are not recommended for survey control.
 AI5985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5985.See file dsdata.txt to determine how the superseded data were derived.
 AI5985
 AI5985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8466341926(NAD 83)
 AI5985_MARKER: DD = SURVEY DISK
 AI5985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5985_STAMPING: FOND DU LAC S GPS
 AI5985_MARK LOGO: WI-039
 AI5985_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI5985_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5985+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2006
 AI5985
 AI5985  HISTORY     - Date     Condition        Report By
 AI5985  HISTORY     - 1993     MONUMENTED       WI-039
 AI5985  HISTORY     - 19990928 GOOD             WIDT
 AI5985  HISTORY     - 20030709 GOOD             USPSQD
 AI5985  HISTORY     - 20050412 GOOD             WIDT
 AI5985  HISTORY     - 20060915 GOOD             USPSQD
 AI5985
 AI5985                          STATION DESCRIPTION
 AI5985
 AI5985'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI5985'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) SOUTH OF FOND DU LAC AND
 AI5985'6.4 KM (3.95 MI) NORTHWEST OF EDEN.  OWNERSHIP--TOWN OF FOND DU LAC.
 AI5985'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH COUNTY
 AI5985'HIGHWAY B, ABOUT 9.7 KM (6.00 MI) SOUTH OF THE CITY OF FOND DU LAC, GO
 AI5985'WEST ON COUNTY HIGHWAY B FOR 0.8 KM (0.50 MI) TO STATE HIGHWAY 175,
 AI5985'TURN RIGHT AND GO NORTH ON STATE HIGHWAY 175 FOR 2.4 KM (1.50 MI) TO
 AI5985'LOST ARROW ROAD, TURN RIGHT AND GO EAST ON LOST ARROW ROAD FOR 1.6 KM
 AI5985'(1.00 MI) TO MARTIN ROAD ON THE LEFT, TURN LEFT AND GO NORTH ON MARTIN
 AI5985'ROAD FOR 1.1 KM (0.70 MI) TO THE STATION ON THE RIGHT.  THE STATION IS
 AI5985'A BRONZE FOND DU LAC COUNTY GEODETIC CONTROL MARKER DISK STAMPED
 AI5985'--FOND DU LAC S GPS 1993-- AND SET IN THE TOP OF A 45-CM (18-INCH)
 AI5985'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE ROADWAY
 AI5985'PAVEMENT.  THE STATION IS 7.7 M (25.3 FT) EAST OF THE CENTERLINE OF
 AI5985'MARTIN ROAD, 110 M (360.9 FT) SOUTH OF THE EXTENDED CENTERLINE OF
 AI5985'PRIVATE ENTRANCE --N 5004--, 2 M (6.6 FT) WEST OF A CULTIVATED FIELD,
 AI5985'AND 0.6 M (2.0 FT) WEST OF A WHITE PLASTIC WITNESS POST.
 AI5985'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER
 AI5985'THAN 15 DEGREES ABOVE THE HORIZON.
 AI5985
 AI5985                          STATION RECOVERY (2003)
 AI5985
 AI5985'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI5985'THE STATION WAS RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS IN
 AI5985'THE CENTER OF A TRIANGLE FORMED BY THREE ORANGE PLASTIC GUARD POSTS.
 AI5985'THERE IS NO WHITE PLASTIC WITNESS POST PRESENT.
 AI5985
 AI5985                          STATION RECOVERY (2005)
 AI5985
 AI5985'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI5985'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 20.4 M NORTH OF THE
 AI5985'CENTERLINE OF A FIELD ENTRANCE, 6.8 M NORTH OF POWER POLE NUMBERED
 AI5985'--15-17-35 27/10--, AND IS ELEVATED 6 CM ABOVE GROUND LEVEL.  NOTE--
 AI5985'THE NEW POWER POLE EXTENDS HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI5985
 AI5985                          STATION RECOVERY (2006)
 AI5985
 AI5985'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI5985'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0718 ***********************************************************************
 OM0718  DESIGNATION -  FOND DU LAC ST LOU CH N SPIRE
 OM0718  PID         -  OM0718
 OM0718  STATE/COUNTY-  WI/FOND DU LAC
 OM0718  USGS QUAD   -  FOND DU LAC (1992)
 OM0718
 OM0718                         *CURRENT SURVEY CONTROL
 OM0718  ___________________________________________________________________
 OM0718* NAD 83(1991)-  43 47 04.19108(N)    088 26 54.36905(W)     ADJUSTED  
 OM0718* NAVD 88     -                                                        
 OM0718  ___________________________________________________________________
 OM0718  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 OM0718  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 OM0718
 OM0718  HORZ ORDER  -  THIRD
 OM0718
 OM0718.The horizontal coordinates were established by classical geodetic methods
 OM0718.and adjusted by the National Geodetic Survey in November 1991..
 OM0718
 OM0718
 OM0718.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0718
 OM0718.The geoid height was determined by GEOID03.
 OM0718
 OM0718;                    North         East     Units Scale Factor Converg.
 OM0718;SPC WI S     -   199,405.149   724,881.762   MT  0.99995489   +1 03 57.9
 OM0718;SPC WI S     -   654,215.06  2,378,216.25   sFT  0.99995489   +1 03 57.9
 OM0718;UTM  16      - 4,848,957.366   383,452.896   MT  0.99976707   -1 00 08.5
 OM0718
 OM0718                          SUPERSEDED SURVEY CONTROL
 OM0718
 OM0718  NAD 83(1986)-  43 47 04.18341(N)    088 26 54.37182(W) AD(       ) 4
 OM0718  NAD 27      -  43 47 04.21700(N)    088 26 53.99000(W) AD(       ) 3
 OM0718
 OM0718.Superseded values are not recommended for survey control.
 OM0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0718.See file dsdata.txt to determine how the superseded data were derived.
 OM0718
 OM0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8345348957(NAD 83)
 OM0718_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0718+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2002
 OM0718
 OM0718  HISTORY     - Date     Condition        Report By
 OM0718  HISTORY     - 1953     MONUMENTED       CGS
 OM0718  HISTORY     - 20021107 GOOD             USPSQD
 OM0718  HISTORY     - 20040307 GOOD             USPSQD
 OM0718  HISTORY     - 20050320 GOOD             USPSQD
 OM0718
 OM0718                          STATION DESCRIPTION
 OM0718
 OM0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0718'STATIONS ARE THE BASES OF THE CROSS AT THE TOP OF THE TWIN
 OM0718'SPIRES OF THE ST. LOUIS CATHOLIC CHURCH, LOCATED IN THE WEST
 OM0718'CENTRAL SECTION OF FOND DU LAC AND ABOUT 200 FEET SOUTHEAST
 OM0718'OF THE INTERSECTION OF MACY AND FOLLETT STREETS.  THEY ARE
 OM0718'IDENTICAL WOOD SPIRES, COVERED WITH GRAY SHINGLES, RISING
 OM0718'ABOUT 60 FEET ABOVE THE WEST END OF THE STONE CHURCH BUILDING.
 OM0718
 OM0718                          STATION RECOVERY (2002)
 OM0718
 OM0718'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0718'RECOVERED IN GOOD CONDITION.  THE CHURCH IS LOCATED AS DESCRIBED IN
 OM0718'1953.  IT IS ON THE EAST SIDE OF MACY STREET BETWEEN FOLLETT STREET
 OM0718'AND W. JOHNSON STREET.
 OM0718
 OM0718                          STATION RECOVERY (2004)
 OM0718
 OM0718'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 OM0718'RECOVERED IN GOOD CONDITION.
 OM0718
 OM0718                          STATION RECOVERY (2005)
 OM0718
 OM0718'RECOVERY NOTE BY US POWER SQUADRON 2005 (JCH)
 OM0718'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0930 ***********************************************************************
 OM0930  DESIGNATION -  FOND DU LAC W BASE USLS 1872
 OM0930  PID         -  OM0930
 OM0930  STATE/COUNTY-  WI/FOND DU LAC
 OM0930  USGS QUAD   -  OAKFIELD (1980)
 OM0930
 OM0930                         *CURRENT SURVEY CONTROL
 OM0930  ___________________________________________________________________
 OM0930* NAD 83(1991)-  43 41 50.51387(N)    088 34 06.41134(W)     ADJUSTED  
 OM0930* NAVD 88     -       258.     (meters)     846.     (feet)  SCALED    
 OM0930  ___________________________________________________________________
 OM0930  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 OM0930  GEOID HEIGHT-         -35.58  (meters)                     GEOID03
 OM0930
 OM0930  HORZ ORDER  -  SECOND
 OM0930
 OM0930.The horizontal coordinates were established by classical geodetic methods
 OM0930.and adjusted by the National Geodetic Survey in November 1991..
 OM0930
 OM0930.The orthometric height was scaled from a topographic map.
 OM0930
 OM0930.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0930
 OM0930.The geoid height was determined by GEOID03.
 OM0930
 OM0930;                    North         East     Units Scale Factor Converg.
 OM0930;SPC WI S     -   189,553.224   715,389.470   MT  0.99994588   +0 59 01.0
 OM0930;SPC WI S     -   621,892.54  2,347,073.62   sFT  0.99994588   +0 59 01.0
 OM0930;UTM  16      - 4,839,455.978   373,612.948   MT  0.99979648   -1 05 01.3
 OM0930
 OM0930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0930!SPC WI S     -   0.99996513  x   0.99994588  =   0.99991101
 OM0930!UTM  16      -   0.99996513  x   0.99979648  =   0.99976162
 OM0930
 OM0930:                Primary Azimuth Mark                     Grid Az
 OM0930:SPC WI S     -  FOND DU LAC E BASE RESET                 077 12 33.9
 OM0930:UTM  16      -  FOND DU LAC E BASE RESET                 079 16 36.2
 OM0930
 OM0930|---------------------------------------------------------------------|
 OM0930| PID    Reference Object                     Distance      Geod. Az  |
 OM0930|                                                           dddmmss.s |
 OM0930| OM0699 FOND DU LAC E BASE RESET            APPROX. 7.4 KM 0781134.9 |
 OM0930|---------------------------------------------------------------------|
 OM0930
 OM0930                          SUPERSEDED SURVEY CONTROL
 OM0930
 OM0930  NAD 83(1986)-  43 41 50.50629(N)    088 34 06.41524(W) AD(       ) 2
 OM0930  NAD 27      -  43 41 50.54600(N)    088 34 06.02600(W) AD(       ) 2
 OM0930
 OM0930.Superseded values are not recommended for survey control.
 OM0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0930.See file dsdata.txt to determine how the superseded data were derived.
 OM0930
 OM0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7361339456(NAD 83)
 OM0930
 OM0930  HISTORY     - Date     Condition        Report By
 OM0930  HISTORY     - 1872     MONUMENTED       USLS
 OM0930
 OM0930                          STATION DESCRIPTION
 OM0930
 OM0930'DESCRIBED BY US LAKE SURVEY 1872
 OM0930'THIS STATION IS SITUATED NEAR THE CENTER OF SECTION 10, OAKFIELD
 OM0930'TOWNSHIP, FOND DU LAC COUNTY, WISCONSIN, AND MARKS THE WEST
 OM0930'END OF FOND DU LAC BASE LINE.  THE HEIGHT OF STATION USED WAS 35
 OM0930'FEET.  THE GEODETIC POINT IS MARKED IN THE SAME MANNER AS
 OM0930'EAST BASE, DESCRIBED ABOVE, AND HAS LIKEWISE TWO REFERENCE
 OM0930'STONES PLACED ONE ON EITHER SIDE, 4.6 METERS DISTANT FROM
 OM0930'AND IN THE LINE PASSING THROUGH THE GEODETIC POINT AT RIGHT
 OM0930'ANGLES TO THE BASE LINE.  DIRECTLY OVER THE STONE MARKING THE
 OM0930'GEODETIC POINT IS SET A STONE OF THE USUAL FORM, RISING
 OM0930'WITHIN A FOOT OF THE SURFACE OF THE GROUND.  TWO REFERENCE
 OM0930'STONES ARE SET IN THE ROAD SOUTH OF THE STATION.  ONE OF
 OM0930'THESE BEARS SOUTH 5 DEG 53 MIN WEST, AND IS 18.6
 OM0930'METERS DISTANT FROM THE GEODETIC POINT.  THE OTHER BEARS
 OM0930'SOUTH 52 DEG 35 MIN EAST, AND IS 31.42 METERS DISTANT FROM
 OM0930'THE GEODETIC POINT.  HEIGHT OF GROUND AT STATION, 264.2
 OM0930'FEET.  (PROFESSIONAL PAPERS NO. 24).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0717 ***********************************************************************
 OM0717  DESIGNATION -  FOND DU LAC WISC PWR LT CO STK
 OM0717  PID         -  OM0717
 OM0717  STATE/COUNTY-  WI/FOND DU LAC
 OM0717  USGS QUAD   -  FOND DU LAC (1992)
 OM0717
 OM0717                         *CURRENT SURVEY CONTROL
 OM0717  ___________________________________________________________________
 OM0717* NAD 83(1991)-  43 46 57.40946(N)    088 26 52.51702(W)     ADJUSTED  
 OM0717* NAVD 88     -                                                        
 OM0717  ___________________________________________________________________
 OM0717  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 OM0717  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 OM0717
 OM0717  HORZ ORDER  -  THIRD
 OM0717
 OM0717.The horizontal coordinates were established by classical geodetic methods
 OM0717.and adjusted by the National Geodetic Survey in November 1991..
 OM0717
 OM0717
 OM0717.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0717
 OM0717.The geoid height was determined by GEOID03.
 OM0717
 OM0717;                    North         East     Units Scale Factor Converg.
 OM0717;SPC WI S     -   199,196.662   724,927.060   MT  0.99995467   +1 03 59.2
 OM0717;SPC WI S     -   653,531.05  2,378,364.86   sFT  0.99995467   +1 03 59.2
 OM0717;UTM  16      - 4,848,747.419   383,490.632   MT  0.99976696   -1 00 07.1
 OM0717
 OM0717                          SUPERSEDED SURVEY CONTROL
 OM0717
 OM0717  NAD 83(1986)-  43 46 57.40170(N)    088 26 52.51980(W) AD(       ) 4
 OM0717  NAD 27      -  43 46 57.43500(N)    088 26 52.13900(W) AD(       ) 3
 OM0717
 OM0717.Superseded values are not recommended for survey control.
 OM0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0717.See file dsdata.txt to determine how the superseded data were derived.
 OM0717
 OM0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8349148747(NAD 83)
 OM0717
 OM0717  HISTORY     - Date     Condition        Report By
 OM0717  HISTORY     - 1953     MONUMENTED       CGS
 OM0717  HISTORY     - 19970217 MARK NOT FOUND   USPSQD
 OM0717
 OM0717                          STATION DESCRIPTION
 OM0717
 OM0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0717'STATION IS THE TOP OF THE STACK OF THE WISCONSIN POWER AND
 OM0717'LIGHT CO. LOCATED IN THE CENTRAL SECTION OF FOND DU LAC.  IT
 OM0717'IS A WHITE CONCRETE STACK ABOUT 200 FEET HIGH.
 OM0717
 OM0717                          STATION RECOVERY (1997)
 OM0717
 OM0717'RECOVERY NOTE BY US POWER SQUADRON 1997
 OM0717'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI5964 ***********************************************************************
 AI5964  DESIGNATION -  FOND RM 1
 AI5964  PID         -  AI5964
 AI5964  STATE/COUNTY-  WI/FOND DU LAC
 AI5964  USGS QUAD   -  FOND DU LAC (1992)
 AI5964
 AI5964                         *CURRENT SURVEY CONTROL
 AI5964  ___________________________________________________________________
 AI5964* NAD 83(1986)-  43 46 23.     (N)    088 26 50.     (W)     SCALED    
 AI5964* NAVD 88     -       231.556  (meters)     759.70   (feet)  ADJUSTED  
 AI5964  ___________________________________________________________________
 AI5964  GEOID HEIGHT-         -35.71  (meters)                     GEOID03
 AI5964  DYNAMIC HT  -         231.508 (meters)     759.54  (feet)  COMP
 AI5964  MODELED GRAV-     980,406.7   (mgal)                       NAVD 88
 AI5964
 AI5964  VERT ORDER  -  SECOND    CLASS I
 AI5964
 AI5964.The horizontal coordinates were scaled from a topographic map and have
 AI5964.an estimated accuracy of +/- 6 seconds.
 AI5964
 AI5964.The orthometric height was determined by differential leveling
 AI5964.and adjusted by the National Geodetic Survey in October 2000..
 AI5964
 AI5964.The geoid height was determined by GEOID03.
 AI5964
 AI5964.The dynamic height is computed by dividing the NAVD 88
 AI5964.geopotential number by the normal gravity value computed on the
 AI5964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5964.degrees latitude (g = 980.6199 gals.).
 AI5964
 AI5964.The modeled gravity was interpolated from observed gravity values.
 AI5964
 AI5964;                    North         East    Units  Estimated Accuracy
 AI5964;SPC WI S     -   198,140.      725,000.      MT  (+/- 180 meters Scaled)
 AI5964
 AI5964                          SUPERSEDED SURVEY CONTROL
 AI5964
 AI5964.No superseded survey control is available for this station.
 AI5964
 AI5964_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP835476(NAD 83)
 AI5964_MARKER: DR = REFERENCE MARK DISK
 AI5964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5964_SP_SET: SQUARE CONCRETE MONUMENT
 AI5964_STAMPING: FOND NO1 1953
 AI5964_MARK LOGO: CGS   
 AI5964_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5964+STABILITY: SURFACE MOTION
 AI5964_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI5964+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2005
 AI5964
 AI5964  HISTORY     - Date     Condition        Report By
 AI5964  HISTORY     - 1953     MONUMENTED       CGS
 AI5964  HISTORY     - 19990719 GOOD             WIDT
 AI5964  HISTORY     - 20030722 GOOD             USPSQD
 AI5964  HISTORY     - 20050405 GOOD             WIDT
 AI5964
 AI5964                          STATION DESCRIPTION
 AI5964
 AI5964'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI5964'THE STATION IS LOCATED IN FOND DU LAC.  OWNERSHIP--CITY OF FOND DU
 AI5964'LAC.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 45 AND 151
 AI5964'AND STATE HIGHWAY 175 AT THE INTERSECTION OF MAIN STREET, WESTERN
 AI5964'AVENUE, AND FOURTH STREET IN THE CITY OF FOND DU LAC, GO NORTH ON
 AI5964'HIGHWAYS 45/151/175 (MAIN STREET) FOR 0.08 KM (0.05 MI) TO THE STATION
 AI5964'ON THE LEFT.  THE STATION IS A BRONZE CGS REFERENCE MARK DISK STAMPED
 AI5964'--FOND NO1 1953-- SET IN THE TOP OF A 23-CM (9-INCH) SQUARE CONCRETE
 AI5964'POST RECESSED 5 CM (2 INCHES) BELOW THE GROUND AND ABOUT LEVEL WITH
 AI5964'THE HIGHWAY PAVEMENT.  THE STATION IS 16.1 M (52.8 FT) WEST OF THE
 AI5964'CENTERLINE OF HIGHWAYS 45/151/175, 46.7 M (153.2 FT) SOUTH OF THE
 AI5964'CENTERLINE OF COURT STREET, 25.6 M (84.0 FT) NORTH OF A FLAG POLE, 5.0
 AI5964'M (16.4 FT) EAST-NORTHEAST OF THE NORTHEAST CORNER OF A CIVIL WAR
 AI5964'MONUMENT, AND 2.2 M (7.2 FT) SOUTHWEST OF A 73-CM (22-INCH) DIAMETER
 AI5964'DECIDUOUS TREE.  ---NOTE---VISIBLE OBSTRUCTIONS AT THIS STATION ARE
 AI5964'THE TWO TREES COMPLETELY COVERING THE STATION AND THE WAR MONUMENT
 AI5964'EXTENDING TO 40 DEGREES ABOVE THE HORIZON. ---NOTE2---THE ORIGINAL
 AI5964'DESCRIPTION FOR REFERENCE MARKER FOND RM 1 CAN ONLY BE FOUND BY
 AI5964'CROSS-REFERENCING THE DESCRIPTION FOR SURVEY DISK FOND (PID-OM0714) .
 AI5964'---NOTE3---SURVEY DISK FOND WAS SEARCHED FOR BUT NOT FOUND.  THE
 AI5964'STATION IS BELIEVED TO HAVE BEEN REMOVED OR BURIED AS THE RESULT OF
 AI5964'THE DEMOLITION OF THE PAST COURT HOUSE AND THE COMPLETION OF THE PARK
 AI5964'AREA.
 AI5964
 AI5964                          STATION RECOVERY (2003)
 AI5964
 AI5964'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI5964'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.8 FEET NORTH OF A
 AI5964'BRICK WALKWAY FROM MAIN STREET TO THE MONUMENT.
 AI5964
 AI5964                          STATION RECOVERY (2005)
 AI5964
 AI5964'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI5964'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 16.1 M (52.8 FT)
 AI5964'WEST OF THE CENTERLINE OF MAIN STREET.  HIGHWAYS 45/151/175 HAVE BEEN
 AI5964'RE-ROUTED AROUND MAIN STREET IN DOWNTOWN FOND DU LAC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0107 ***********************************************************************
 PN0107  DESIGNATION -  FONT
 PN0107  PID         -  PN0107
 PN0107  STATE/COUNTY-  WI/BROWN
 PN0107  USGS QUAD   -  SUAMICO (1974)
 PN0107
 PN0107                         *CURRENT SURVEY CONTROL
 PN0107  ___________________________________________________________________
 PN0107* NAD 83(1986)-  44 37 51.     (N)    088 00 48.     (W)     SCALED    
 PN0107* NAVD 88     -       177.167  (meters)     581.26   (feet)  ADJUSTED  
 PN0107  ___________________________________________________________________
 PN0107  GEOID HEIGHT-         -36.24  (meters)                     GEOID03
 PN0107  DYNAMIC HT  -         177.147 (meters)     581.19  (feet)  COMP
 PN0107  MODELED GRAV-     980,501.6   (mgal)                       NAVD 88
 PN0107
 PN0107  VERT ORDER  -  FIRST     CLASS 0
 PN0107
 PN0107.The horizontal coordinates were scaled from a topographic map and have
 PN0107.an estimated accuracy of +/- 6 seconds.
 PN0107
 PN0107.The orthometric height was determined by differential leveling
 PN0107.and adjusted by the National Geodetic Survey in June 1991..
 PN0107
 PN0107.The geoid height was determined by GEOID03.
 PN0107
 PN0107.The dynamic height is computed by dividing the NAVD 88
 PN0107.geopotential number by the normal gravity value computed on the
 PN0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0107.degrees latitude (g = 980.6199 gals.).
 PN0107
 PN0107.The modeled gravity was interpolated from observed gravity values.
 PN0107
 PN0107;                    North         East    Units  Estimated Accuracy
 PN0107;SPC WI C     -    90,550.      757,620.      MT  (+/- 180 meters Scaled)
 PN0107
 PN0107                          SUPERSEDED SURVEY CONTROL
 PN0107
 PN0107.No superseded survey control is available for this station.
 PN0107
 PN0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ196424(NAD 83)
 PN0107_MARKER: I = METAL ROD
 PN0107_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PN0107+WITH SETTING: INFORMATION.
 PN0107_SP_SET: 9 FEET
 PN0107_MAGNETIC: I = MARKER IS A STEEL ROD
 PN0107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PN0107
 PN0107  HISTORY     - Date     Condition        Report By
 PN0107  HISTORY     - UNK      MONUMENTED       USLS
 PN0107  HISTORY     - 1972     GOOD             NGS
 PN0107  HISTORY     - 19940610 GOOD             WI-009
 PN0107  HISTORY     - 20040330 MARK NOT FOUND   USPSQD
 PN0107
 PN0107                          STATION DESCRIPTION
 PN0107
 PN0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PN0107'1.2 MI E FROM SUAMICO.
 PN0107'ABOUT 1.15 MILES EAST ALONG RIVERSIDE DRIVE FROM THE JUNCTION
 PN0107'OF COUNTY ROAD J AT SUAMICO, AT THE WEST END OF A 2 1/2 FEET
 PN0107'HIGH PICKET FENCE ALONG THE SOUTH SIDE OF THE LAWN FOR A ONE
 PN0107'STORY FRAME HOUSE WITH GREY SIDING, 17 1/2 FEET NORTHWEST OF THE
 PN0107'CENTER LINE OF RIVERSIDE DRIVE, 41 FEET SOUTHWEST OF THE CENTER
 PN0107'LINE OF A DRIVEWAY LEADING NORTHWEST TO A HOUSE, 2.2 FEET EAST
 PN0107'OF THE EAST FACE OF POWER POLE NO. 2-2520-24E13, 2 FEET SOUTHEAST
 PN0107'OF THE PICKET FENCE, ABOUT LEVEL WITH THE ROAD, THE TOP OF A
 PN0107'1 1/2 INCH IRON ROD THAT IS 1.2 FEET BELOW THE LEVEL OF THE
 PN0107'GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 9 FEET.  SECTION 24,
 PN0107'T 25 N, R 20 E.
 PN0107
 PN0107                          STATION RECOVERY (1994)
 PN0107
 PN0107'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0107'CHANGES IN DESCRIPTION.  THE ONE STORY FRAMED HOUSE IS 774 RIVERSIDE
 PN0107'DR.  THE ROD IS 28 INCHES BELOW THE LEVEL OF THE GROUND AND 23.5
 PN0107'INCHES BELOW THE LEVEL OF THE ENCASMENT PIPE.
 PN0107
 PN0107                          STATION RECOVERY (2004)
 PN0107
 PN0107'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4871 ***********************************************************************
 DG4871  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4871  DESIGNATION -  FOOTVILLE GPS
 DG4871  PID         -  DG4871
 DG4871  STATE/COUNTY-  WI/ROCK
 DG4871  USGS QUAD   -  FOOTVILLE (1971)
 DG4871
 DG4871                         *CURRENT SURVEY CONTROL
 DG4871  ___________________________________________________________________
 DG4871* NAD 83(1997)-  42 43 23.14883(N)    089 12 23.03200(W)     ADJUSTED  
 DG4871* NAVD 88     -       296.47   (meters)     972.7    (feet)  GPS OBS   
 DG4871  ___________________________________________________________________
 DG4871  X           -      65,001.513 (meters)                     COMP
 DG4871  Y           -  -4,692,620.680 (meters)                     COMP
 DG4871  Z           -   4,305,132.015 (meters)                     COMP
 DG4871  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 DG4871  ELLIP HEIGHT-         262.60  (meters)          (04/02/04) GPS OBS
 DG4871  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 DG4871
 DG4871  HORZ ORDER  -  FIRST
 DG4871  ELLP ORDER  -  FOURTH    CLASS I
 DG4871
 DG4871.The horizontal coordinates were established by GPS observations
 DG4871.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4871
 DG4871.The orthometric height was determined by GPS observations and a
 DG4871.high-resolution geoid model using precise GPS observation and
 DG4871.processing techniques.
 DG4871
 DG4871.Photographs are available for this station.
 DG4871
 DG4871.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4871
 DG4871.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4871
 DG4871.The ellipsoidal height was determined by GPS observations
 DG4871.and is referenced to NAD 83.
 DG4871
 DG4871.The geoid height was determined by GEOID03.
 DG4871
 DG4871;                    North         East     Units Scale Factor Converg.
 DG4871;SPC WI S     -    80,639.342   665,000.074   MT  1.00000208   +0 32 43.0
 DG4871;SPC WI S     -   264,564.24  2,181,754.41   sFT  1.00000208   +0 32 43.0
 DG4871;UTM  16      - 4,732,426.405   319,351.069   MT  1.00000150   -1 29 50.5
 DG4871
 DG4871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4871!SPC WI S     -   0.99995882  x   1.00000208  =   0.99996090
 DG4871!UTM  16      -   0.99995882  x   1.00000150  =   0.99996032
 DG4871
 DG4871                          SUPERSEDED SURVEY CONTROL
 DG4871
 DG4871.No superseded survey control is available for this station.
 DG4871
 DG4871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1935132426(NAD 83)
 DG4871_MARKER: DD = SURVEY DISK
 DG4871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4871_STAMPING: FOOTVILLE GPS 1992
 DG4871_MARK LOGO: WI-105
 DG4871_PROJECTION: FLUSH
 DG4871_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4871+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2004
 DG4871
 DG4871  HISTORY     - Date     Condition        Report By
 DG4871  HISTORY     - 1992     MONUMENTED       WI-105
 DG4871  HISTORY     - 2001     GOOD             WIDT
 DG4871  HISTORY     - 20040411 GOOD             USPSQD
 DG4871
 DG4871                          STATION DESCRIPTION
 DG4871
 DG4871'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4871'THE STATION IS LOCATED ABOUT 27 KM NORTH-NORTHWEST OF BELOIT AND 16 KM
 DG4871'WEST NORTHWEST OF JANESVILLE.  OWNERSHIP--TOWN OF CENTER.  TO REACH
 DG4871'THE STATION FROM THE JUNCTION OF US HIGHWAY 14 (UNION STREET) WITH
 DG4871'STATE HIGHWAY 59 EAST IN THE CITY OF EVANSVILLE, GO SOUTHEAST ON US
 DG4871'HIGHWAY 14 (UNION STREET) FOR 8.7 KM TO FELLOWS ROAD ON THE RIGHT,
 DG4871'TURN RIGHT AND GO SOUTH ON FELLOWS ROAD FOR 4.2 KM TO WHITMORE ROAD,
 DG4871'TURN RIGHT AND GO WEST ON WHITMORE ROAD FOR 0.5 KM TO THE STATION ON
 DG4871'THE LEFT.  THE STATION IS A BRONZE ROCK COUNTY  GEODETIC CONTROL
 DG4871'MARKER CONTROL STATION SET IN THE TOP OF A 45-CM DIAMETER CONCRETE
 DG4871'POST ABOUT 0.5 M ABOVE THE ROAD PAVEMENT.  THE STATION IS 22 M WEST OF
 DG4871'FIELD ENTRANCE, 9.1 M SOUTH OF THE CENTERLINE OF WHITMORE ROAD, AND 2
 DG4871'M NORTH OF CULTIVATED FIELD.  ---NOTE---THE STATION IS SOUTH, EAST,
 DG4871'AND WEST OF THREE ORANGE 4X4 PLASTIC WITNESS POSTS.  ---NOTE2---THIS
 DG4871'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DG4871'ABOVE THE HORIZON.
 DG4871' 
 DG4871'
 DG4871
 DG4871                          STATION RECOVERY (2004)
 DG4871
 DG4871'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DG4871'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1369 ***********************************************************************
 NH1369  DESIGNATION -  FOOTVILLE PET MILK CO STACK
 NH1369  PID         -  NH1369
 NH1369  STATE/COUNTY-  WI/ROCK
 NH1369  USGS QUAD   -  FOOTVILLE (1971)
 NH1369
 NH1369                         *CURRENT SURVEY CONTROL
 NH1369  ___________________________________________________________________
 NH1369* NAD 83(1991)-  42 39 58.99621(N)    089 12 25.00597(W)     ADJUSTED  
 NH1369* NAVD 88     -                                                        
 NH1369  ___________________________________________________________________
 NH1369  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 NH1369  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 NH1369
 NH1369  HORZ ORDER  -  THIRD
 NH1369
 NH1369.The horizontal coordinates were established by classical geodetic methods
 NH1369.and adjusted by the National Geodetic Survey in November 1991..
 NH1369
 NH1369
 NH1369.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1369
 NH1369.The geoid height was determined by GEOID03.
 NH1369
 NH1369;                    North         East     Units Scale Factor Converg.
 NH1369;SPC WI S     -    74,339.521   665,015.076   MT  1.00001417   +0 32 41.7
 NH1369;SPC WI S     -   243,895.58  2,181,803.63   sFT  1.00001417   +0 32 41.7
 NH1369;UTM  16      - 4,726,130.088   319,141.607   MT  1.00000244   -1 29 46.0
 NH1369
 NH1369                          SUPERSEDED SURVEY CONTROL
 NH1369
 NH1369  NAD 83(1986)-  42 39 58.99090(N)    089 12 25.00865(W) AD(       ) 4
 NH1369  NAD 27      -  42 39 59.50500(N)    089 12 25.64500(W) AD(       ) 3
 NH1369
 NH1369.Superseded values are not recommended for survey control.
 NH1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1369.See file dsdata.txt to determine how the superseded data were derived.
 NH1369
 NH1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1914226130(NAD 83)
 NH1369_MARKER: 63 = STACK
 NH1369
 NH1369  HISTORY     - Date     Condition        Report By
 NH1369  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1369  HISTORY     - 19950820 MARK NOT FOUND   USPSQD
 NH1369  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH1369
 NH1369                          STATION DESCRIPTION
 NH1369
 NH1369'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1369'THIS STATION IS THE STACK AT THE PET MILK COMPANY IN THE
 NH1369'VILLAGE OF FOOTVILLE, WISCONSIN.  IT IS LOCATED IN THE
 NH1369'SOUTHEASTERN PART OF THE VILLAGE, ABOUT 490 FEET EAST OF
 NH1369'THE MOST EASTERLY NORTH-AND-SOUTH STREET AND ABOUT 0.3 MILE
 NH1369'SOUTH OF WIS. ROUTE 11.  THE STACK WAS ERECTED IN 1912.  IT
 NH1369'IS NOT VERY PROMINENT.
 NH1369'
 NH1369'THE STACK IS A RED BRICK STRUCTURE AT THE EAST END OF THE
 NH1369'MILK PLANT.  IT SETS ON A YELLOW BRICK BASE WHICH IS OCTAGONAL IN
 NH1369'SHAPE AND ABOUT 30 FEET HIGH.  THE STACK IS ABOUT 14 FEET IN
 NH1369'DIAMETER AT THE BASE, ABOUT 6 FEET IN DIAMETER AT THE TOP
 NH1369'AND ABOUT 120 FEET HIGH.  THE TOTAL HEIGHT IS ABOUT 150 FEET.
 NH1369
 NH1369                          STATION RECOVERY (1995)
 NH1369
 NH1369'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1369'MARK NOT FOUND.
 NH1369
 NH1369                          STATION RECOVERY (2001)
 NH1369
 NH1369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1369'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0183 ***********************************************************************
 QM0183  DESIGNATION -  FORD
 QM0183  PID         -  QM0183
 QM0183  STATE/COUNTY-  WI/ONEIDA
 QM0183  USGS QUAD   -  LAKE JULIA (1982)
 QM0183
 QM0183                         *CURRENT SURVEY CONTROL
 QM0183  ___________________________________________________________________
 QM0183* NAD 83(1991)-  45 37 16.85117(N)    089 28 47.06272(W)     ADJUSTED  
 QM0183* NAVD 88     -       487.271  (meters)    1598.65   (feet)  ADJUSTED  
 QM0183  ___________________________________________________________________
 QM0183  LAPLACE CORR-          -7.40  (seconds)                    DEFLEC99
 QM0183  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 QM0183  DYNAMIC HT  -         487.250 (meters)    1598.59  (feet)  COMP
 QM0183  MODELED GRAV-     980,556.6   (mgal)                       NAVD 88
 QM0183
 QM0183  HORZ ORDER  -  FIRST
 QM0183  VERT ORDER  -  FIRST     CLASS II
 QM0183
 QM0183.The horizontal coordinates were established by classical geodetic methods
 QM0183.and adjusted by the National Geodetic Survey in November 1991..
 QM0183
 QM0183.The orthometric height was determined by differential leveling
 QM0183.and adjusted by the National Geodetic Survey in June 1991..
 QM0183
 QM0183.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0183
 QM0183.The geoid height was determined by GEOID03.
 QM0183
 QM0183.The dynamic height is computed by dividing the NAVD 88
 QM0183.geopotential number by the normal gravity value computed on the
 QM0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0183.degrees latitude (g = 980.6199 gals.).
 QM0183
 QM0183.The modeled gravity was interpolated from observed gravity values.
 QM0183
 QM0183;                    North         East     Units Scale Factor Converg.
 QM0183;SPC WI N     -    50,667.822   640,574.429   MT  0.99999052   +0 22 31.1
 QM0183;SPC WI N     -   166,232.68  2,101,617.94   sFT  0.99999052   +0 22 31.1
 QM0183;SPC WI C     -   198,822.555   640,575.855   MT  1.00002537   +0 22 01.5
 QM0183;SPC WI C     -   652,303.67  2,101,622.62   sFT  1.00002537   +0 22 01.5
 QM0183;UTM  16      - 5,054,968.901   306,683.701   MT  1.00005948   -1 46 22.4
 QM0183
 QM0183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0183!SPC WI N     -   0.99992860  x   0.99999052  =   0.99991912
 QM0183!SPC WI C     -   0.99992860  x   1.00002537  =   0.99995397
 QM0183!UTM  16      -   0.99992860  x   1.00005948  =   0.99998808
 QM0183
 QM0183:                Primary Azimuth Mark                     Grid Az
 QM0183:SPC WI N     -  EVERETT                                  069 10 21.2
 QM0183:SPC WI C     -  EVERETT                                  069 10 50.8
 QM0183:UTM  16      -  EVERETT                                  071 19 14.7
 QM0183
 QM0183|---------------------------------------------------------------------|
 QM0183| PID    Reference Object                     Distance      Geod. Az  |
 QM0183|                                                           dddmmss.s |
 QM0183| QM0184 EVERETT                             APPROX. 0.9 KM 0693252.3 |
 QM0183|---------------------------------------------------------------------|
 QM0183
 QM0183                          SUPERSEDED SURVEY CONTROL
 QM0183
 QM0183  NAD 83(1986)-  45 37 16.84565(N)    089 28 47.05955(W) AD(       ) 1
 QM0183  NAD 27      -  45 37 17.01400(N)    089 28 46.57800(W) AD(       ) 1
 QM0183  NGVD 29 (??/??/92)  487.265  (m)         1598.64   (f) ADJ UNCH    1 2
 QM0183
 QM0183.Superseded values are not recommended for survey control.
 QM0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0183.See file dsdata.txt to determine how the superseded data were derived.
 QM0183
 QM0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR0668454969(NAD 83)
 QM0183_MARKER: DS = TRIANGULATION STATION DISK
 QM0183_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QM0183_SP_SET: RAIL
 QM0183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0183
 QM0183  HISTORY     - Date     Condition        Report By
 QM0183  HISTORY     - 1921     MONUMENTED       CGS
 QM0183  HISTORY     - 1922     GOOD             NGS
 QM0183  HISTORY     - 1934     GOOD             NGS
 QM0183  HISTORY     - 1952     SEE DESCRIPTION  CGS
 QM0183  HISTORY     - 1964     MARK NOT FOUND   CGS
 QM0183  HISTORY     - 1965     MARK NOT FOUND   CGS
 QM0183  HISTORY     - 1971     MARK NOT FOUND   NGS
 QM0183  HISTORY     - 1976     MARK NOT FOUND   NGS
 QM0183  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0183
 QM0183                          STATION DESCRIPTION
 QM0183
 QM0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0183'STATION IS ABOUT 3-1/4 MILES W OF THE MINNEAPOLIS, ST. PAUL
 QM0183'AND SAULT STE. MARIE RAILWAY STATION AT RHINELANDER, ON THE
 QM0183'EXTENSION OF THE N RAIL FROM THE E AND S RAIL FROM THE W AT
 QM0183'THE FIRST CURVE W OF MILEPOST 213, AND 7.265 METERS (23.84 FEET)
 QM0183'S OF THE ABOVE RAILROAD.
 QM0183'
 QM0183'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 QM0183'DISKS SET IN CONCRETE.
 QM0183
 QM0183                          STATION RECOVERY (1922)
 QM0183
 QM0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 QM0183'3.3 MI W FROM RHINELANDER.
 QM0183'ABOUT 3 1/4 MILES WEST OF THE M.ST.P. AND S.ST. NM. RY, STATION
 QM0183'AT RHINELANDER, ON THE EXTENSION OF THE NORTH RAIL FROM THE
 QM0183'EAST AND SOUTH RAIL FROM THE WEST, AT THE FIRST CURVE WEST OF
 QM0183'MILEPOST 213, AND 7.265 METERS (23.84 FT.) SOUTH OF THE ABOVE
 QM0183'RAILROAD.
 QM0183
 QM0183                          STATION RECOVERY (1934)
 QM0183
 QM0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QM0183'RECOVERED IN GOOD CONDITION.
 QM0183
 QM0183                          STATION RECOVERY (1952)
 QM0183
 QM0183'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QM0183'THE SURFACE MARK HAS BEEN DESTROYED BY MAKING A PRIVATE ROAD
 QM0183'CROSSING AT THIS LOCATION.  THE SUBSURFACE MARK WAS RECOVERED
 QM0183'IN GOOD CONDITION, ABOUT 1 FOOT BELOW SURFACE OF GROUND, AND
 QM0183'CAN BE RECOVERED AS PREVIOUSLY DESCRIBED.
 QM0183'
 QM0183'REFERENCE MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 QM0183'IT IS ABOUT 3 INCHES BELOW SURFACE OF GROUND AND 3.4 FEET SW
 QM0183'OF THE FIRST TELEPHONE POLE E OF THE PRIVATE ROAD CROSSING.
 QM0183
 QM0183                          STATION RECOVERY (1964)
 QM0183
 QM0183'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JMC)
 QM0183'A THOROUGH SEARCH WAS MADE FOR THIS STATIONS SUB-SURFACE MARK.
 QM0183'THE WIDENING OF FOX RANCH ROAD IS BELIEVED TO HAVE DESTROYED THIS
 QM0183'STATION.  THE REFERENCE MARK WAS RECOVERED IN GOOD CONDITION, AS
 QM0183'PREVIOUSLY DESCRIBED, LEVEL WITH THE SURFACE OF THE GROUND.
 QM0183
 QM0183                          STATION RECOVERY (1965)
 QM0183
 QM0183'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 QM0183'THE STATION MARK WAS REPORTED DESTROYED BY U.S.G.S. IN OCTOBER
 QM0183'1964.  A THOROUGH SEARCH WAS MADE FOR THE UNDERGROUND MARK BUT IT
 QM0183'WAS NOT RECOVERED.  IT WAS THOUGHT THAT THE MARK HAD BEEN
 QM0183'DESTROYED.  THE REFERENCE MARK WAS RECOVERED AND FOUND IN GOOD
 QM0183'CONDITION.
 QM0183
 QM0183                          STATION RECOVERY (1971)
 QM0183
 QM0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DLV)
 QM0183'THE STATION UNDERGROUND MARK WAS SEARCHED FOR, BUT COULD NOT BE
 QM0183'RECOVERED.  THE R. M. WAS RECOVERED AND A NEW DESCRIPTION FOLLOWS--
 QM0183'
 QM0183'FORD R. M. IS ABOUT 3-1/4 MILES W OF THE MENNEAPOLIS, ST. PAUL AND
 QM0183'SAULT STE. MARIE RAILWAY STATION AT RHINELANDER, 34.6 FT EAST OF THE
 QM0183'CENTERLINE OF PRIVATE ROAD, 24.7 SE OF A RAILROAD CROSSING SIGN AND
 QM0183'4.6 FT SW OF THE FIRST TELEPHONE POLE EAST OF THE PRIVATE ROAD
 QM0183'CROSSING.  THE MARK IS FLUSH WITH THE GROUND AND STAMPED FORD RM
 QM0183'1921.
 QM0183'
 QM0183'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.3 MILES WEST
 QM0183'OF RHINELANDER.
 QM0183
 QM0183                          STATION RECOVERY (1976)
 QM0183
 QM0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (AMS)
 QM0183'FORD RM (REFERENCE MARK) RECOVERED IN GOOD CONDITION.
 QM0183'NO SEARCH WAS MADE FOR STATION MARK.
 QM0183'
 QM0183'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES W OF
 QM0183'RHINELANDER.
 QM0183
 QM0183                          STATION RECOVERY (1985)
 QM0183
 QM0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1310 ***********************************************************************
 PN1310  DESIGNATION -  FORE
 PN1310  PID         -  PN1310
 PN1310  STATE/COUNTY-  WI/PORTAGE
 PN1310  USGS QUAD   -  STEVENS POINT (1991)
 PN1310
 PN1310                         *CURRENT SURVEY CONTROL
 PN1310  ___________________________________________________________________
 PN1310* NAD 83(1991)-  44 32 53.78691(N)    089 34 12.21080(W)     ADJUSTED  
 PN1310* NAVD 88     -       349.0    (meters)    1145.     (feet)  VERTCON   
 PN1310  ___________________________________________________________________
 PN1310  LAPLACE CORR-          -4.50  (seconds)                    DEFLEC99
 PN1310  GEOID HEIGHT-         -35.76  (meters)                     GEOID03
 PN1310
 PN1310  HORZ ORDER  -  SECOND
 PN1310
 PN1310.The horizontal coordinates were established by classical geodetic methods
 PN1310.and adjusted by the National Geodetic Survey in November 1991..
 PN1310
 PN1310.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1310
 PN1310.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1310
 PN1310.The geoid height was determined by GEOID03.
 PN1310
 PN1310;                    North         East     Units Scale Factor Converg.
 PN1310;SPC WI C     -    79,533.219   634,163.200   MT  0.99995699   +0 18 12.1
 PN1310;SPC WI C     -   260,935.24  2,080,583.77   sFT  0.99995699   +0 18 12.1
 PN1310;UTM  16      - 4,935,984.397   295,853.609   MT  1.00011254   -1 48 12.8
 PN1310
 PN1310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1310!SPC WI C     -   0.99995089  x   0.99995699  =   0.99990788
 PN1310!UTM  16      -   0.99995089  x   1.00011254  =   1.00006342
 PN1310
 PN1310|---------------------------------------------------------------------|
 PN1310| PID    Reference Object                     Distance      Geod. Az  |
 PN1310|                                                           dddmmss.s |
 PN1310| CS5504 FORE RM 2                            12.316 METERS 25402     |
 PN1310| CS5503 FORE RM 1                             8.887 METERS 35654     |
 PN1310|---------------------------------------------------------------------|
 PN1310
 PN1310                          SUPERSEDED SURVEY CONTROL
 PN1310
 PN1310  NAD 83(1986)-  44 32 53.78429(N)    089 34 12.22055(W) AD(       ) 2
 PN1310  NGVD 29 (03/14/91)  349.0    (m)         1145.     (f) VERT ANG       
 PN1310
 PN1310.Superseded values are not recommended for survey control.
 PN1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1310.See file dsdata.txt to determine how the superseded data were derived.
 PN1310
 PN1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ9585435984(NAD 83)
 PN1310_MARKER: DE = TRAVERSE STATION DISK
 PN1310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN1310_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1310+STABILITY: SURFACE MOTION
 PN1310
 PN1310  HISTORY     - Date     Condition        Report By
 PN1310  HISTORY     - 1982     MONUMENTED       WIDT
 PN1310
 PN1310                          STATION DESCRIPTION
 PN1310
 PN1310'DESCRIBED BY WI DEPT OF TRANSP 1982 (LTK)
 PN1310'THE STATION IS LOCATED ON USH 51 RIGHT OF WAY NEAR THE NORTH EDGE OF
 PN1310'STEVENS POINT JUST WEST OF THE USH 51 STRUCTURES OVER NORTH MICHIGAN
 PN1310'AVENUE.
 PN1310'
 PN1310'TO REACH THE STATION FROM THE JUNCTION OF USH 51 AND STH 66 NEAR THE
 PN1310'NORTHEAST EDGE OF STEVENS POINT, GO NORTH AND WEST ON USH 51 FOR 1.5
 PN1310'MILES TO THE USH 51 STRUCTURES OVER NORTH MICHIGAN AVENUE.  THE
 PN1310'STATION IS IN THE MEDIAN NEAR THE NORTHWEST CORNER OF THE SOUTHBOUND
 PN1310'STRUCTURE.
 PN1310'
 PN1310'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---FORE 1982---.  THE
 PN1310'SURFACE DISK IS SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL
 PN1310'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 50
 PN1310'FEET SOUTH OF THE CENTER OF THE NORTHBOUND ROADWAY OF USH 51, 33 FEET
 PN1310'NORTH OF THE CENTER OF THE SOUTHBOUND ROADWAY OF USH 51, 6.3 FEET
 PN1310'NORTH OF A METAL WITNESS POST, AND 0.4 FOOT WEST OF A METAL GUARDRAIL.
 PN1310'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 4.5 FEET
 PN1310'BELOW GROUND.
 PN1310'
 PN1310'REFERENCE MARK 1 IS A STANDARD WIDT DISK STAMPED---FORE RM 1 1982---
 PN1310'SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT
 PN1310'WHICH PROJECTS 6 INCHES ABOVE GROUND.  IT IS 35 FEET NORTH OF A METAL
 PN1310'WITNESS POST, 20 FEET SOUTH OF THE CENTER OF THE NORTHBOUND ROADWAY
 PN1310'OF USH 51, 2.7 FEET SOUTHWEST OF THE WEST END OF THE SOUTH CONCRETE
 PN1310'BRIDGE RAIL ON THE NORTHBOUND STRUCTURE OF USH 51, 2.4 FEET NORTHWEST
 PN1310'OF THE NORTH END OF A METAL GUARDRAIL, AND LEVEL WITH THE STATION.
 PN1310'
 PN1310'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---FORE RM 2 1982---
 PN1310'SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT
 PN1310'WHICH PROJECTS 6 INCHES ABOVE GROUND.  IT IS 39.6 FEET WEST OF THE
 PN1310'WEST END OF THE NORTH CONCRETE BRIDGE RAIL ON THE SOUTHBOUND STRUCTURE
 PN1310'OF USH 51, 22.5 FEET NORTH OF THE CENTER OF THE SOUTHBOUND ROADWAY OF
 PN1310'USH 51, 3.9 FEET NORTH OF A METAL GUARDRAIL, 1.9 FEET EAST OF A METAL
 PN1310'WITNESS POST, AND 1.5 FEET LOWER THAN THE STATION.
 PN1310'
 PN1310'NO AZIMUTH MARK WAS SET.
 PN1310'
 PN1310'THE HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS 1.49 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0072 ***********************************************************************
 QM0072  DESIGNATION -  FOREST
 QM0072  PID         -  QM0072
 QM0072  STATE/COUNTY-  WI/FOREST
 QM0072  USGS QUAD   -  WABENO (1972)
 QM0072
 QM0072                         *CURRENT SURVEY CONTROL
 QM0072  ___________________________________________________________________
 QM0072* NAD 83(1991)-  45 26 29.14139(N)    088 40 34.63936(W)     ADJUSTED  
 QM0072* NAVD 88     -       497.158  (meters)    1631.09   (feet)  ADJUSTED  
 QM0072  ___________________________________________________________________
 QM0072  LAPLACE CORR-          -5.61  (seconds)                    DEFLEC99
 QM0072  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 QM0072  DYNAMIC HT  -         497.105 (meters)    1630.92  (feet)  COMP
 QM0072  MODELED GRAV-     980,495.3   (mgal)                       NAVD 88
 QM0072
 QM0072  HORZ ORDER  -  FIRST
 QM0072  VERT ORDER  -  FIRST     CLASS II
 QM0072
 QM0072.The horizontal coordinates were established by classical geodetic methods
 QM0072.and adjusted by the National Geodetic Survey in November 1991..
 QM0072
 QM0072.The orthometric height was determined by differential leveling
 QM0072.and adjusted by the National Geodetic Survey in June 1991..
 QM0072
 QM0072.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0072
 QM0072.The geoid height was determined by GEOID03.
 QM0072
 QM0072.The dynamic height is computed by dividing the NAVD 88
 QM0072.geopotential number by the normal gravity value computed on the
 QM0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0072.degrees latitude (g = 980.6199 gals.).
 QM0072
 QM0072.The modeled gravity was interpolated from observed gravity values.
 QM0072
 QM0072;                    North         East     Units Scale Factor Converg.
 QM0072;SPC WI N     -    31,401.179   703,563.731   MT  1.00002509   +0 57 17.6
 QM0072;SPC WI N     -   103,022.03  2,308,275.34   sFT  1.00002509   +0 57 17.6
 QM0072;SPC WI C     -   179,539.901   703,560.239   MT  0.99998937   +0 56 02.3
 QM0072;SPC WI C     -   589,040.49  2,308,263.88   sFT  0.99998937   +0 56 02.3
 QM0072;UTM  16      - 5,033,356.039   368,901.468   MT  0.99981131   -1 11 40.5
 QM0072
 QM0072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0072!SPC WI N     -   0.99992745  x   1.00002509  =   0.99995254
 QM0072!SPC WI C     -   0.99992745  x   0.99998937  =   0.99991682
 QM0072!UTM  16      -   0.99992745  x   0.99981131  =   0.99973878
 QM0072
 QM0072                          SUPERSEDED SURVEY CONTROL
 QM0072
 QM0072  NAD 83(1986)-  45 26 29.14131(N)    088 40 34.66057(W) AD(       ) 1
 QM0072  NAD 27      -  45 26 29.25800(N)    088 40 34.26300(W) AD(       ) 1
 QM0072  NGVD 29 (??/??/92)  497.143  (m)         1631.04   (f) ADJ UNCH    1 2
 QM0072
 QM0072.Superseded values are not recommended for survey control.
 QM0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0072.See file dsdata.txt to determine how the superseded data were derived.
 QM0072
 QM0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR6890133356(NAD 83)
 QM0072_MARKER: DS = TRIANGULATION STATION DISK
 QM0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0072
 QM0072  HISTORY     - Date     Condition        Report By
 QM0072  HISTORY     - 1921     MONUMENTED       CGS
 QM0072  HISTORY     - 1922     GOOD             NGS
 QM0072  HISTORY     - 1928     GOOD             CGS
 QM0072  HISTORY     - 1972     MARK NOT FOUND   USGS
 QM0072  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0072
 QM0072                          STATION DESCRIPTION
 QM0072
 QM0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0072'STATION IS ABOUT 1-1/2 MILES W OF WABENO, ON THE W SIDE OF
 QM0072'STATE HIGHWAY 32, 8.40 METERS (27.56 FEET) W OF THE CENTER OF
 QM0072'STATE HIGHWAY 32, ABOUT 3/8 MILE N OF WHERE STATE HIGHWAY
 QM0072'32 TURNS N, AFTER LEAVING WABENO, ON TOP OF SECOND SLIGHT RISE
 QM0072'AFTER TURNING TO THE N.
 QM0072'
 QM0072'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 QM0072'DISKS SET IN CONCRETE.
 QM0072
 QM0072                          STATION RECOVERY (1922)
 QM0072
 QM0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 QM0072'1.5 MI NW FROM WABENO.
 QM0072'ABOUT 1 1/2 MILES WEST OF WABENO, ON THE WEST SIDE OF TRAIL 32,
 QM0072'8.40 METERS (27.56 FT.) WEST OF THE CENTER OF SAID TRAIL, ABOUT
 QM0072'3/8 MILES NORTH OF WHERE TRAIL 32 TURNS NORTH, AFTER LEAVING
 QM0072'WABENO, ON TOP OF SECOND SLIGHT RISE AFTER TURNING TO THE NORTH.
 QM0072
 QM0072                          STATION RECOVERY (1928)
 QM0072
 QM0072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (EJB)
 QM0072'MARK FOUND IN GOOD CONDITION.  DESCRIPTION INADEQUATE.  ABOUT
 QM0072'1-1/2 MILES W OF WABENO, ABOUT 100 FEET S OF THE CURVE WHERE
 QM0072'HIGHWAY 32 TURNS N, AND WHERE THE COUNTY HIGHWAY AND HIGHWAY
 QM0072'32 MEET.  THE MARK IS 8.40 METERS (27.56 FEET) W OF THE
 QM0072'CENTER OF THE COUNTY HIGHWAY.
 QM0072
 QM0072                          STATION RECOVERY (1972)
 QM0072
 QM0072'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (REK)
 QM0072'THIS MARK MAY HAVE BEEN DESTROYED BY NEW ROAD CONSTRUCTION,
 QM0072'MEASUREMENTS PUT IT CLOSE TO THE HIGHWAY IN A DITCH.
 QM0072
 QM0072                          STATION RECOVERY (1985)
 QM0072
 QM0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1224 ***********************************************************************
 NH1224  DESIGNATION -  FOREST
 NH1224  PID         -  NH1224
 NH1224  STATE/COUNTY-  WI/WALWORTH
 NH1224  USGS QUAD   -  ELKHORN (1994)
 NH1224
 NH1224                         *CURRENT SURVEY CONTROL
 NH1224  ___________________________________________________________________
 NH1224* NAD 83(1991)-  42 39 42.83916(N)    088 33 29.18006(W)     ADJUSTED  
 NH1224* NAVD 88     -       297.     (meters)     974.     (feet)  SCALED    
 NH1224  ___________________________________________________________________
 NH1224  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 NH1224  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 NH1224
 NH1224  HORZ ORDER  -  SECOND
 NH1224
 NH1224.The horizontal coordinates were established by classical geodetic methods
 NH1224.and adjusted by the National Geodetic Survey in November 1991..
 NH1224
 NH1224.The orthometric height was scaled from a topographic map.
 NH1224
 NH1224.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1224
 NH1224.The geoid height was determined by GEOID03.
 NH1224
 NH1224;                    North         East     Units Scale Factor Converg.
 NH1224;SPC WI S     -    74,553.844   718,211.959   MT  1.00001517   +0 59 26.6
 NH1224;SPC WI S     -   244,598.74  2,356,333.74   sFT  1.00001517   +0 59 26.6
 NH1224;UTM  16      - 4,724,447.218   372,305.969   MT  0.99980061   -1 03 21.7
 NH1224
 NH1224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1224!SPC WI S     -   0.99995876  x   1.00001517  =   0.99997393
 NH1224!UTM  16      -   0.99995876  x   0.99980061  =   0.99975938
 NH1224
 NH1224|---------------------------------------------------------------------|
 NH1224| PID    Reference Object                     Distance      Geod. Az  |
 NH1224|                                                           dddmmss.s |
 NH1224| CI8697 FOREST RM                            16.840 METERS 08554     |
 NH1224| NH1229 FOND                                APPROX. 2.3 KM 2524836.6 |
 NH1224|---------------------------------------------------------------------|
 NH1224
 NH1224                          SUPERSEDED SURVEY CONTROL
 NH1224
 NH1224  NAD 83(1986)-  42 39 42.83705(N)    088 33 29.18679(W) AD(       ) 2
 NH1224  NAD 27      -  42 39 42.78200(N)    088 33 28.82500(W) AD(       ) 2
 NH1224
 NH1224.Superseded values are not recommended for survey control.
 NH1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1224.See file dsdata.txt to determine how the superseded data were derived.
 NH1224
 NH1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7230624447(NAD 83)
 NH1224_MARKER: DS = TRIANGULATION STATION DISK
 NH1224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1224
 NH1224  HISTORY     - Date     Condition        Report By
 NH1224  HISTORY     - 1920     MONUMENTED       CGS
 NH1224  HISTORY     - 1930     MARK NOT FOUND   CGS
 NH1224  HISTORY     - 1935     GOOD             CGS
 NH1224  HISTORY     - 1972     GOOD             WIDT
 NH1224
 NH1224                          STATION DESCRIPTION
 NH1224
 NH1224'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSE)
 NH1224'STATION IS LOCATED ABOUT 3/4 MILE W OF ELKHORN ON THE S SIDE
 NH1224'OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD TRACK,
 NH1224'135 YARDS W OF THE W SWITCH SIGNAL FOR THE SIDING AT ELKHORN,
 NH1224'1/4 MILE W OF DALLAS E. DAVIS HOLSTEIN DAIRY FARM AND 2.05
 NH1224'METERS (6.73 FEET) S OF THE S AND NEAREST RAIL.  SURFACE,
 NH1224'UNDERGROUND, AND REFERENCE MARKS ARE BRONZE TABLETS SET IN
 NH1224'CONCRETE AS DESCRIBED.  REFERENCE
 NH1224'MARK IS ON THE OPPOSITE SIDE OF THE TRACK, NEAR THE FENCE
 NH1224'LINE, 16.84 METERS (55.25 FEET) FROM THE STATION, N 85 DEG 54 MIN E.
 NH1224
 NH1224                          STATION RECOVERY (1930)
 NH1224
 NH1224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 NH1224'STATION MARK WAS NOT FOUND.  THIS IS A TRAVERSE STATION.
 NH1224
 NH1224                          STATION RECOVERY (1935)
 NH1224
 NH1224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1224'STATION WAS RECOVERED, BUT WAS NOT OCCUPIED BY AN OBSERVING
 NH1224'PARTY.  MARKS WERE FOUND TO BE IN GOOD CONDITION.  DISTANCE
 NH1224'TO THE REFERENCE MARK FAILED TO CHECK BY 0.03 METER AND THE
 NH1224'AZIMUTH TO SAME AS GIVEN IN ORIGINAL DESCRIPTION IS OBVIOUSLY
 NH1224'IN ERROR, POSSIBLY BY AN EVEN 90 DEG.
 NH1224'
 NH1224'STATION MARK WAS USED AS AZIMUTH MARK FOR TRIANGULATION
 NH1224'STATION ELKHORN 1920.
 NH1224'
 NH1224'CORRECTIONS ON THE ORIGINAL DESCRIPTION AND ADDITIONAL
 NH1224'INFORMATION FOLLOWS--STATION MARK IS 99 FEET WSW OF POST E
 NH1224'130 ON N SIDE OF TRACKS.  SURFACE MARK IS SET FLUSH WITH THE
 NH1224'GROUND.
 NH1224'
 NH1224'REFERENCE MARK IS N OF THE STATION AND MEASURES 16.87 METERS
 NH1224'(55.36 FEET).
 NH1224'
 NH1224'AZIMUTH TO SAME WAS IN ERROR AS NOTED ABOVE.  MARK IS 1 FOOT
 NH1224'S OF N RIGHT-OF-WAY FENCE LINE.  13.23 METERS (43.42 FEET)
 NH1224'N OF N RAIL AND IS SET FLUSH WITH THE GROUND.
 NH1224'
 NH1224'THIS IS A TRAVERSE STATION.
 NH1224
 NH1224                          STATION RECOVERY (1972)
 NH1224
 NH1224'RECOVERY NOTE BY WI DEPT OF TRANSP 1972 (DDT)
 NH1224'FOREST 1920-GOOD
 NH1224'
 NH1224'I SET A STEEL WITNESS POST WITH A SIGN FROM THE NATIONAL
 NH1224'GEODETIC SURVEY DEPT. 4 FT SOUTH OF THE MONUMENT.
 NH1224'
 NH1224'AZIMUTH MONUMENT WAS LOCATED IN GOOD COND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0919 ***********************************************************************
 PN0919  DESIGNATION -  FOREST
 PN0919  PID         -  PN0919
 PN0919  STATE/COUNTY-  WI/CALUMET
 PN0919  USGS QUAD   -  HILBERT (1992)
 PN0919
 PN0919                         *CURRENT SURVEY CONTROL
 PN0919  ___________________________________________________________________
 PN0919* NAD 83(1991)-  44 12 44.27833(N)    088 09 20.45288(W)     ADJUSTED  
 PN0919* NAVD 88     -       255.     (meters)     837.     (feet)  SCALED    
 PN0919  ___________________________________________________________________
 PN0919  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 PN0919  GEOID HEIGHT-         -36.08  (meters)                     GEOID03
 PN0919
 PN0919  HORZ ORDER  -  THIRD
 PN0919
 PN0919.The horizontal coordinates were established by classical geodetic methods
 PN0919.and adjusted by the National Geodetic Survey in November 1991..
 PN0919
 PN0919.The orthometric height was scaled from a topographic map.
 PN0919
 PN0919.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0919
 PN0919.The geoid height was determined by GEOID03.
 PN0919
 PN0919;                    North         East     Units Scale Factor Converg.
 PN0919;SPC WI S     -   247,406.826   747,390.113   MT  1.00003284   +1 16 02.1
 PN0919;SPC WI S     -   811,700.56  2,452,062.40   sFT  1.00003284   +1 16 02.1
 PN0919;SPC WI C     -    43,783.955   747,385.699   MT  1.00000734   +1 18 04.7
 PN0919;SPC WI C     -   143,647.86  2,452,047.91   sFT  1.00000734   +1 18 04.7
 PN0919;UTM  16      - 4,896,102.253   407,675.119   MT  0.99970483   -0 48 21.4
 PN0919
 PN0919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0919!SPC WI S     -   0.99996568  x   1.00003284  =   0.99999852
 PN0919!SPC WI C     -   0.99996568  x   1.00000734  =   0.99997302
 PN0919!UTM  16      -   0.99996568  x   0.99970483  =   0.99967052
 PN0919
 PN0919|---------------------------------------------------------------------|
 PN0919| PID    Reference Object                     Distance      Geod. Az  |
 PN0919|                                                           dddmmss.s |
 PN0919| CJ4965 FOREST RM 1                          32.120 METERS 00044     |
 PN0919| PN0897 GREEN BAY TV STA WBAY MAST          APPROX.25.2 KM 0291406.6 |
 PN0919| PM0504 GREEN BAY RADIO WJPG FM MAST        APPROX.26.4 KM 0304354.5 |
 PN0919| CJ4967 FOREST RM 3                          26.938 METERS 08732     |
 PN0919| CJ4966 FOREST RM 2                          26.945 METERS 08738     |
 PN0919| CJ4964 FOREST AZ MK                                       2725907.1 |
 PN0919|---------------------------------------------------------------------|
 PN0919
 PN0919                          SUPERSEDED SURVEY CONTROL
 PN0919
 PN0919  NAD 83(1986)-  44 12 44.27051(N)    088 09 20.44713(W) AD(       ) 3
 PN0919  NAD 27      -  44 12 44.30000(N)    088 09 20.07700(W) AD(       ) 3
 PN0919
 PN0919.Superseded values are not recommended for survey control.
 PN0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0919.See file dsdata.txt to determine how the superseded data were derived.
 PN0919
 PN0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0767596102(NAD 83)
 PN0919_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PN0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0919+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2003
 PN0919
 PN0919  HISTORY     - Date     Condition        Report By
 PN0919  HISTORY     - 1953     MONUMENTED       CGS
 PN0919  HISTORY     - 1971     SEE DESCRIPTION  NGS
 PN0919  HISTORY     - 19950429 GOOD             USPSQD
 PN0919  HISTORY     - 20030630 GOOD             USPSQD
 PN0919
 PN0919                          STATION DESCRIPTION
 PN0919
 PN0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PN0919'STATION IS LOCATED ABOUT 5 MILES NORTH OF HILBERT ON THE PROPERTY
 PN0919'OF MR. RAY NICKEL.  IT IS 360 FEET SOUTHWEST OF THE INTERSECTION
 PN0919'OF U.S. HIGHWAY 10 AND STATE HIGHWAY 57, 59 FEET SOUTH OF THE
 PN0919'CENTER OF HIGHWAY 10, 16 FEET EAST OF A FENCE CORNER AND 5 FEET
 PN0919'EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES AND
 PN0919'THE DISK IS STAMPED FOREST 1953.
 PN0919'
 PN0919'REFERENCE MARK NO. 1 IS 43 FEET NORTH OF THE CENTER OF HIGHWAY
 PN0919'10, 37 FEET WEST OF A TELEPHONE POLE AND 1 FOOT SOUTH OF
 PN0919'A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 PN0919'FOREST NO 1 1953.
 PN0919'
 PN0919'REFERENCE MARK NO. 2 IS 272 FEET SOUTHWEST OF THE INTERSECTION
 PN0919'OF HIGHWAY 10 AND HIGHWAY 57, 94 FEET EAST OF A WHITE WITNESS
 PN0919'POST AND 55 FEET SOUTH OF HIGHWAY 10.  THE MARK IS FLUSH AND
 PN0919'THE DISK IS STAMPED FOREST NO 2 1953.
 PN0919'
 PN0919'AZIMUTH MARK IS 55 FEET NORTH OF THE CENTER OF HIGHWAY 10, 5
 PN0919'FEET SOUTH OF A FENCE LINE, 4 FEET EAST OF A TELEPHONE POLE AND
 PN0919'3 FEET EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 2
 PN0919'INCHES AND THE DISK IS STAMPED FOREST 1953.
 PN0919'
 PN0919'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 57
 PN0919'AND STATE HIGHWAY 114 IN HILBERT, GO NORTH ON HIGHWAY 57 FOR 5.25
 PN0919'TO THE JUNCTION OF U.S. HIGHWAY 10 AND THE STATION ON THE
 PN0919'LEFT AS DESCRIBED.
 PN0919'
 PN0919'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON HIGHWAY
 PN0919'10 FOR 0.45 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 PN0919'
 PN0919'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 PN0919
 PN0919                          STATION RECOVERY (1971)
 PN0919
 PN0919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 PN0919'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 PN0919'FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND UPROOTED
 PN0919'BY GRADING.  REFERENCE MARK 3 WAS SET.  THE DISTANCE TO REFERENCE
 PN0919'MARK 1 WAS FOUND TO BE SHORTER BY .07 OF A FOOT.  THE DIRECTION
 PN0919'TO REFERENCE MARK 1 CHECKED.  THE DIRECTION TO THE HOLLAND
 PN0919'SPIRE FAILED TO CHECK BY 1 MINUTE AND 4.5 SECONDS.  A NEW
 PN0919'DESCRIPTION FOLLOWS--
 PN0919'
 PN0919'THE STATION IS LOCATED 360 FEET SOUTHWEST OF THE INTERSECTION
 PN0919'OF U.S. HIGHWAY 10 AND STATE HIGHWAY 57 (5 MILES NORTH OF
 PN0919'HILBERT), 143 FEET WEST OF THE CENTERLINE OF A DRIVEWAY, 58
 PN0919'FEET SOUTH OF THE CENTERLINE OF HIGHWAY 57, 1 FOOT EAST OF A
 PN0919'METAL WITNESS POST, 31 FEET WEST OF A YELLOW WOODEN RIGHT-OF-WAY
 PN0919'POST AND ON ROAD RIGHT-OF-WAY.  THE MONUMENT PROJECTS 2 INCHES
 PN0919'AND THE DISK IS STAMPED FOREST 1953.  (NOTE 1A 7A)
 PN0919'
 PN0919'REFERENCE MARK 1 IS 47 FEET NORTH OF THE CENTERLINE OF THE
 PN0919'HIGHWAY, 6 FEET NORTH OF THE WEST END OF A METAL CULVERT AND
 PN0919'15 FEET WEST OF THE CENTERLINE OF DRIVEWAY TO KELLER IMPLEMENT
 PN0919'CO.  THE MONUMENT IS 3 INCHES UNDERGROUND AND THE DISK IS
 PN0919'STAMPED FOREST NO 1 1953.
 PN0919'
 PN0919'REFERENCE MARK 3 IS 54 FEET SOUTH OF THE CENTERLINE OF THE
 PN0919'HIGHWAY, 55 FEET WEST OF THE CENTERLINE OF DRIVEWAY AND 57 FEET
 PN0919'EAST OF THE RIGHT-OF-WAY POST.  THE MONUMENT IS FLUSH AND THE
 PN0919'DISK IS STAMPED FOREST NO 3 1953 1971.
 PN0919'
 PN0919'THE AZIMUTH MARK IS 0.45 MILE WEST ALONG HIGHWAY 10 FROM THE
 PN0919'STATION, 2 FEET SOUTHEAST OF A TELEPHONE POLE, 55 FEET NORTH
 PN0919'OF THE CENTERLINE OF THE HIGHWAY, 158 FEET WEST OF THE CENTERLINE
 PN0919'OF MICKE RD. AND 1 FOOT EAST OF A METAL WITNESS POST.  THE
 PN0919'MONUMENT IS FLUSH AND THE DISK IS STAMPED FOREST 1953.
 PN0919'
 PN0919'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 PN0919'
 PN0919'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 PN0919'NORTH OF HILBERT.
 PN0919
 PN0919                          STATION RECOVERY (1995)
 PN0919
 PN0919'RECOVERY NOTE BY US POWER SQUADRON 1995
 PN0919'RECOVERED IN GOOD CONDITION.
 PN0919
 PN0919                          STATION RECOVERY (2003)
 PN0919
 PN0919'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0919'THE STATION AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 PN0919'CORRECTION-- THE STATION IS 58 FEET SOUTH OF THE CENTERLINE OF HIGHWAY
 PN0919'10, NOT HIGHWAY 57.  ADD-- THE STATION IS IN THE NORTHWEST CORNER OF
 PN0919'THE PROPERTY AT W2313, 4.8 FEET EAST OF AN ORANGE BURIED CABLE WARNING
 PN0919'SIGN, AND 4 FEET EAST OF A METAL CHAIN-LINK FENCE POST.
 PN0919'REFERENCE MARKS 1 AND 3 WERE NOT FOUND.  RM 3 WAS PROBABLY COVERED
 PN0919'WITH LANDSCAPPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5159 ***********************************************************************
 DH5159  DESIGNATION -  FOREST C GPS
 DH5159  PID         -  DH5159
 DH5159  STATE/COUNTY-  WI/RICHLAND
 DH5159  USGS QUAD   -  LA FARGE (1983)
 DH5159
 DH5159                         *CURRENT SURVEY CONTROL
 DH5159  ___________________________________________________________________
 DH5159* NAD 83(1997)-  43 30 02.56631(N)    090 38 03.02396(W)     ADJUSTED  
 DH5159* NAVD 88     -                                                        
 DH5159  ___________________________________________________________________
 DH5159  X           -     -51,289.862 (meters)                     COMP
 DH5159  Y           -  -4,633,705.810 (meters)                     COMP
 DH5159  Z           -   4,368,163.317 (meters)                     COMP
 DH5159  LAPLACE CORR-          -5.23  (seconds)                    DEFLEC99
 DH5159  ELLIP HEIGHT-         209.34  (meters)          (08/01/05) GPS OBS
 DH5159  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 DH5159
 DH5159  HORZ ORDER  -  FIRST
 DH5159  ELLP ORDER  -  SECOND    CLASS I
 DH5159
 DH5159.The horizontal coordinates were established by GPS observations
 DH5159.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5159
 DH5159
 DH5159.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5159
 DH5159.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5159
 DH5159.The ellipsoidal height was determined by GPS observations
 DH5159.and is referenced to NAD 83.
 DH5159
 DH5159.The geoid height was determined by GEOID03.
 DH5159
 DH5159;                    North         East     Units Scale Factor Converg.
 DH5159;SPC WI S     -   166,910.160   548,714.649   MT  0.99993405   -0 26 08.7
 DH5159;SPC WI S     -   547,604.42  1,800,241.31   sFT  0.99993405   -0 26 08.7
 DH5159;UTM  15      - 4,819,139.553   691,264.348   MT  1.00005000   +1 37 44.5
 DH5159
 DH5159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5159!SPC WI S     -   0.99996717  x   0.99993405  =   0.99990123
 DH5159!UTM  15      -   0.99996717  x   1.00005000  =   1.00001717
 DH5159
 DH5159                          SUPERSEDED SURVEY CONTROL
 DH5159
 DH5159.No superseded survey control is available for this station.
 DH5159
 DH5159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9126419140(NAD 83)
 DH5159_MARKER: DD = SURVEY DISK
 DH5159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5159_STAMPING: FOREST C GPS 2004
 DH5159_MARK LOGO: WIDT  
 DH5159_PROJECTION: FLUSH
 DH5159_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5159+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5159
 DH5159  HISTORY     - Date     Condition        Report By
 DH5159  HISTORY     - 2003     MONUMENTED       WIDT
 DH5159
 DH5159                          STATION DESCRIPTION
 DH5159
 DH5159'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5159'OWNERSHIP--RICHLAND COUNTY.  TO REACH THE STATION FROM THE  JUNCTION
 DH5159'OF STATE HIGHWAY 56 WITH COUNTY HIGHWAY G ABOUT 2 MI EAST OF THE
 DH5159'VILLAGE OF  VIOLA, GO SOUTH ON COUNTY HIGHWAY G FOR 0.05 MI TO THE
 DH5159'STATION ON THE RIGHT.  THE STATION  IS A  BRONZE WISCONSIN DEPARTMENT
 DH5159'OF TRANSPORTATION GEODETIC  SURVEY CONTROL STATION DISK SET IN THE TOP
 DH5159'OF A 41-CM DIAMETER CONCRETE POST ABOUT 1 M  BELOW THE HIGHWAY
 DH5159'PAVEMENT.  THE STATION IS 9.0 M WEST OF THE CENTERLINE OF COUNTY
 DH5159'HIGHWAY G, 60 M SOUTH OF THE CENTERLINE OF STATE HIGHWAY 56, 7.0 M
 DH5159'EAST OF  A BARBED WIRE FENCE, 1.0 M SOUTH-SOUTHWEST OF AN  ORANGE 4X4
 DH5159'PLASTIC WITNESS POST, 1.0 M NORTH-NORTHWEST OF AN  ORANGE 4X4  PLASTIC
 DH5159'WITNESS POST AND 1.0 M EAST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DH5159'---NOTE---THIS  STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER
 DH5159'THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5143 ***********************************************************************
 DH5143  DESIGNATION -  FOREST N GPS
 DH5143  PID         -  DH5143
 DH5143  STATE/COUNTY-  WI/VERNON
 DH5143  USGS QUAD   -  TRIPPVILLE (1983)
 DH5143
 DH5143                         *CURRENT SURVEY CONTROL
 DH5143  ___________________________________________________________________
 DH5143* NAD 83(1997)-  43 42 21.99899(N)    090 28 39.30944(W)     ADJUSTED  
 DH5143* NAVD 88     -                                                        
 DH5143  ___________________________________________________________________
 DH5143  X           -     -38,495.734 (meters)                     COMP
 DH5143  Y           -  -4,618,209.461 (meters)                     COMP
 DH5143  Z           -   4,384,803.001 (meters)                     COMP
 DH5143  LAPLACE CORR-          -5.95  (seconds)                    DEFLEC99
 DH5143  ELLIP HEIGHT-         374.36  (meters)          (08/01/05) GPS OBS
 DH5143  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 DH5143
 DH5143  HORZ ORDER  -  FIRST
 DH5143  ELLP ORDER  -  SECOND    CLASS I
 DH5143
 DH5143.The horizontal coordinates were established by GPS observations
 DH5143.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5143
 DH5143
 DH5143.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5143
 DH5143.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5143
 DH5143.The ellipsoidal height was determined by GPS observations
 DH5143.and is referenced to NAD 83.
 DH5143
 DH5143.The geoid height was determined by GEOID03.
 DH5143
 DH5143;                    North         East     Units Scale Factor Converg.
 DH5143;SPC WI S     -   189,644.624   561,508.339   MT  0.99994668   -0 19 41.3
 DH5143;SPC WI S     -   622,192.40  1,842,215.28   sFT  0.99994668   -0 19 41.3
 DH5143;UTM  15      - 4,842,324.139   703,230.932   MT  1.00010805   +1 44 36.5
 DH5143
 DH5143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5143!SPC WI S     -   0.99994130  x   0.99994668  =   0.99988798
 DH5143!UTM  15      -   0.99994130  x   1.00010805  =   1.00004934
 DH5143
 DH5143                          SUPERSEDED SURVEY CONTROL
 DH5143
 DH5143.No superseded survey control is available for this station.
 DH5143
 DH5143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0323142324(NAD 83)
 DH5143_MARKER: DD = SURVEY DISK
 DH5143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5143_STAMPING: FOREST N GPS 2004
 DH5143_MARK LOGO: WIDT  
 DH5143_PROJECTION: FLUSH
 DH5143_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5143+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5143
 DH5143  HISTORY     - Date     Condition        Report By
 DH5143  HISTORY     - 2003     MONUMENTED       WIDT
 DH5143
 DH5143                          STATION DESCRIPTION
 DH5143
 DH5143'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5143'OWNERSHIP--TOWNSHIP OF FOREST.  TO REACH THE STATION FROM THE
 DH5143'JUNCTION OF STATE HIGHWAY 33 WITH COUNTY HIGHWAY V ABOUT 6 MI WEST OF
 DH5143'THE CITY OF  HILLSBORO, GO NORTH ON COUNTY HIGHWAY V FOR 2.3 MI TO
 DH5143'COUNTY HIGHWAY F AND COUNTY  HIGHWAY V, TURN LEFT AND GO WEST THEN
 DH5143'NORTH ON COUNTY HIGHWAY F AND COUNTY HIGHWAY  V FOR 0.3 MI TO WHERE
 DH5143'COUNTY HIGHWAY F GOES WEST AND COUNTY HIGHWAY V GOES NORTH,  TURN LEFT
 DH5143'AND GO WEST ON COUNTY HIGHWAY F FOR 1.4 MI TO PINE AVENUE ON THE
 DH5143'RIGHT, TURN  RIGHT AND GO NORTH ON PINE ANENUE FOR 0.15 MI TO THE
 DH5143'STATION ON THE RIGHT.  THE STATION IS  A  BRONZE WISCONSIN DEPARTMENT
 DH5143'OF TRANSPORTATION GEODETIC  SURVEY CONTROL STATION DISK SET IN THE TOP
 DH5143'OF A 41-CM DIAMETER CONCRETE POST ABOUT  LEVEL WITH THE ROAD PAVEMENT.
 DH5143'THE STATION IS 5.6 M EAST OF THE CENTERLINE OF PINE  AVENUE, 43.0 M
 DH5143'NORTH-NORTHEAST OF POWERPOLE --4 J10E5--, 37.6 M SOUTH-SOUTHEAST OF A
 DH5143'POWERPOLE --4J10E6--, 1.0 M NORTH OF AN  ORANGE 4X4  PLASTIC WITNESS
 DH5143'POST AND 1.0 M SOUTH OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DH5143'---NOTE---THIS  STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER
 DH5143'THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7713 ***********************************************************************
 DE7713  DESIGNATION -  FOREST S GPS
 DE7713  PID         -  DE7713
 DE7713  STATE/COUNTY-  WI/FOND DU LAC
 DE7713  USGS QUAD   -  DUNDEE (1974)
 DE7713
 DE7713                         *CURRENT SURVEY CONTROL
 DE7713  ___________________________________________________________________
 DE7713* NAD 83(1997)-  43 43 55.78751(N)    088 12 20.95374(W)     ADJUSTED  
 DE7713* NAVD 88     -       323.065  (meters)    1059.92   (feet)  ADJUSTED  
 DE7713  ___________________________________________________________________
 DE7713  X           -     144,532.969 (meters)                     COMP
 DE7713  Y           -  -4,614,043.401 (meters)                     COMP
 DE7713  Z           -   4,386,835.169 (meters)                     COMP
 DE7713  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 DE7713  ELLIP HEIGHT-         287.59  (meters)          (06/11/03) GPS OBS
 DE7713  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 DE7713  DYNAMIC HT  -         322.996 (meters)    1059.70  (feet)  COMP
 DE7713  MODELED GRAV-     980,394.8   (mgal)                       NAVD 88
 DE7713
 DE7713  HORZ ORDER  -  FIRST
 DE7713  VERT ORDER  -  SECOND    CLASS I
 DE7713  ELLP ORDER  -  THIRD     CLASS I
 DE7713
 DE7713.The horizontal coordinates were established by GPS observations
 DE7713.and adjusted by the National Geodetic Survey in June 2003..
 DE7713
 DE7713.The orthometric height was determined by differential leveling
 DE7713.and adjusted by the National Geodetic Survey in May 2003..
 DE7713
 DE7713.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7713
 DE7713.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7713
 DE7713.The ellipsoidal height was determined by GPS observations
 DE7713.and is referenced to NAD 83.
 DE7713
 DE7713.The geoid height was determined by GEOID03.
 DE7713
 DE7713.The dynamic height is computed by dividing the NAVD 88
 DE7713.geopotential number by the normal gravity value computed on the
 DE7713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7713.degrees latitude (g = 980.6199 gals.).
 DE7713
 DE7713.The modeled gravity was interpolated from observed gravity values.
 DE7713
 DE7713;                    North         East     Units Scale Factor Converg.
 DE7713;SPC WI S     -   193,983.784   744,531.590   MT  0.99994920   +1 13 58.0
 DE7713;SPC WI S     -   636,428.46  2,442,684.06   sFT  0.99994920   +1 13 58.0
 DE7713;UTM  16      - 4,842,831.953   402,890.249   MT  0.99971599   -0 50 01.1
 DE7713
 DE7713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7713!SPC WI S     -   0.99995491  x   0.99994920  =   0.99990411
 DE7713!UTM  16      -   0.99995491  x   0.99971599  =   0.99967091
 DE7713
 DE7713                          SUPERSEDED SURVEY CONTROL
 DE7713
 DE7713  NAVD 88 (06/11/03)  323.06   (m)         1059.9    (f) LEVELING    3  
 DE7713
 DE7713.Superseded values are not recommended for survey control.
 DE7713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7713.See file dsdata.txt to determine how the superseded data were derived.
 DE7713
 DE7713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0289042832(NAD 83)
 DE7713_MARKER: DD = SURVEY DISK
 DE7713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7713_STAMPING: FOREST S GPS 1993
 DE7713_MARK LOGO: WI-039
 DE7713_PROJECTION: FLUSH
 DE7713_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7713+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2005
 DE7713
 DE7713  HISTORY     - Date     Condition        Report By
 DE7713  HISTORY     - 1993     MONUMENTED       WI-039
 DE7713  HISTORY     - 20010508 GOOD             WIDT
 DE7713  HISTORY     - 20030708 GOOD             USPSQD
 DE7713  HISTORY     - 20050907 GOOD             WIDT
 DE7713
 DE7713                          STATION DESCRIPTION
 DE7713
 DE7713'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7713'THE STATION IS LOCATED ABOUT 35 KM WEST OF SHEBOYGAN AND 20
 DE7713'EAST-SOUTHEAST OF FOND DU LAC.    OWNERSHIP--TOWN OF FOREST.  TO REACH
 DE7713'THE STATION FROM THE JUNCTION OF STATE HIGHWAY 23 WITH COUNTY HIGHWAY
 DE7713'G ABOUT 22 KM EAST OF THE CITY OF FOND DU LAC, GO SOUTH ON COUNTY
 DE7713'HIGHWAY G FOR 4.5 KM TO COUNTY HIGHWAY T ON THE RIGHT, TURN RIGHT AND
 DE7713'GO WEST ON COUNTY HIGHWAY T FOR 1.9 KM TO HACKBARTH ROAD ON THE LEFT,
 DE7713'CONTINUE WEST ON COUNTY HIGHWAY T FOR 0.5 KM TO THE STATION ON THE
 DE7713'LEFT.  THE STATION IS A BRONZE FOND DU LAC COUNTY CONTROL MARKER DISK
 DE7713'SET IN THE TOP OF A 45-CM DIAMETER CONCRETE POST AND ABOUT 0.5 M
 DE7713'BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 16.9 M SOUTH OF THE
 DE7713'CENTERLINE OF COUNTY HIGHWAY T, 86 M WEST OF TELEPHONE PEDESTAL
 DE7713'--1668--, 29 M EAST OF ORANGE AND WHITE MARKER --GTE BURIED CABLE--,
 DE7713'1.0 M SOUTHEAST OF TELEPHONE PEDESTAL --1686--, 1.0 M NORTH OF
 DE7713'CULTIVATED FIELD AND 0.5 M NORTH OF A WHITE PLASTIC WITNESS POST.
 DE7713'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7713'THAN 15 DEGREES ABOVE THE HORIZON.
 DE7713
 DE7713                          STATION RECOVERY (2003)
 DE7713
 DE7713'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7713'RECOVERED IN GOOD CONDITION.  ADD- THE STATION IS 3 M WEST OF THE
 DE7713'CENTERLINE OF A FIELD ENTRANCE, AND 1 M EAST, 1 M WEST, AND 1 M NORTH
 DE7713'OF THREE ORANGE PLASTIC GUARD POSTS.
 DE7713
 DE7713                          STATION RECOVERY (2005)
 DE7713
 DE7713'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7713'RECOVERED IN GOOD CONDITION.  NOTE-- THERE IS NO WHITE PLASTIC WITNESS
 DE7713'POST PRESENT AND THE TELEPHONE PEDESTAL 86 M EAST OF THE STATION WAS
 DE7713'NOT FOUND.  ADD-- THE STATION IS 1.0 M SOUTH OF A WOOD FENCE POST AND
 DE7713'1.0 M SOUTHEAST OF TELEPHONE PEDESTAL --1668-- (NOT 1686).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5145 ***********************************************************************
 DH5145  DESIGNATION -  FOREST S GPS
 DH5145  PID         -  DH5145
 DH5145  STATE/COUNTY-  WI/VERNON
 DH5145  USGS QUAD   -  ONTARIO (1983)
 DH5145
 DH5145                         *CURRENT SURVEY CONTROL
 DH5145  ___________________________________________________________________
 DH5145* NAD 83(1997)-  43 38 20.65880(N)    090 31 54.66029(W)     ADJUSTED  
 DH5145* NAVD 88     -                                                        
 DH5145  ___________________________________________________________________
 DH5145  X           -     -42,916.409 (meters)                     COMP
 DH5145  Y           -  -4,623,217.293 (meters)                     COMP
 DH5145  Z           -   4,379,322.641 (meters)                     COMP
 DH5145  LAPLACE CORR-          -5.29  (seconds)                    DEFLEC99
 DH5145  ELLIP HEIGHT-         240.15  (meters)          (08/01/05) GPS OBS
 DH5145  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 DH5145
 DH5145  HORZ ORDER  -  FIRST
 DH5145  ELLP ORDER  -  SECOND    CLASS I
 DH5145
 DH5145.The horizontal coordinates were established by GPS observations
 DH5145.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5145
 DH5145
 DH5145.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5145
 DH5145.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5145
 DH5145.The ellipsoidal height was determined by GPS observations
 DH5145.and is referenced to NAD 83.
 DH5145
 DH5145.The geoid height was determined by GEOID03.
 DH5145
 DH5145;                    North         East     Units Scale Factor Converg.
 DH5145;SPC WI S     -   182,223.246   557,087.405   MT  0.99994114   -0 21 55.6
 DH5145;SPC WI S     -   597,844.10  1,827,710.93   sFT  0.99994114   -0 21 55.6
 DH5145;UTM  15      - 4,834,746.719   699,080.367   MT  1.00008752   +1 42 13.9
 DH5145
 DH5145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5145!SPC WI S     -   0.99996234  x   0.99994114  =   0.99990349
 DH5145!UTM  15      -   0.99996234  x   1.00008752  =   1.00004986
 DH5145
 DH5145                          SUPERSEDED SURVEY CONTROL
 DH5145
 DH5145.No superseded survey control is available for this station.
 DH5145
 DH5145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9908034747(NAD 83)
 DH5145_MARKER: DD = SURVEY DISK
 DH5145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5145_STAMPING: FOREST S GPS 2004
 DH5145_MARK LOGO: WIDT  
 DH5145_PROJECTION: FLUSH
 DH5145_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5145+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5145
 DH5145  HISTORY     - Date     Condition        Report By
 DH5145  HISTORY     - 2003     MONUMENTED       WIDT
 DH5145
 DH5145                          STATION DESCRIPTION
 DH5145
 DH5145'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5145'OWNERSHIP--TOWNSHIP OF FOREST.  TO REACH THE STATION FROM THE
 DH5145'JUNCTION OF STATE HIGHWAY 82 WITH COUNTY HIGHWAY P ABOUT 4 MI WEST OF
 DH5145'THE CITY OF  HILLSBORO, GO WEST ON COUNTY HIGHWAY P FOR 5.2 MI TO
 DH5145'UNION AVENUE ON THE LEFT, TURN  LEFT AND GO SOUTH ON UNION AVENUE FOR
 DH5145'0.1 MI TO THE STATION ON THE LEFT.  THE STATION IS A  BRONZE WISCONSIN
 DH5145'DEPARTMENT OF TRANSPORTATION GEODETIC  SURVEY CONTROL STATION DISK SET
 DH5145'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT  LEVEL WITH THE
 DH5145'ROAD PAVEMENT.  THE STATION IS 7.1 M EAST OF THE CENTERLINE OF UNION
 DH5145'AVENUE, 22 M NORTHEAST OF A UTILITY POLE, 16.2 M NORTH OF UTILITY POLE
 DH5145'--358--, 10 M NORTH OF  THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE
 DH5145'--S2501--, 1 M WEST OF  A CULTIVATED FIELD, 1.0 M WEST OF AN  ORANGE
 DH5145'4X4  PLASTIC WITNESS POST, 1.0 M SOUTHEAST OF AN  ORANGE 4X4  PLASTIC
 DH5145'WITNESS POST AND 1.0 M NORTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS
 DH5145'POST.   ---NOTE---THIS  STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING
 DH5145'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7714 ***********************************************************************
 DE7714  DESIGNATION -  FOREST S GPS AZ MK
 DE7714  PID         -  DE7714
 DE7714  STATE/COUNTY-  WI/FOND DU LAC
 DE7714  USGS QUAD   -  DUNDEE (1974)
 DE7714
 DE7714                         *CURRENT SURVEY CONTROL
 DE7714  ___________________________________________________________________
 DE7714* NAD 83(1986)-  43 43 57.     (N)    088 11 10.     (W)     SCALED    
 DE7714* NAVD 88     -       321.043  (meters)    1053.29   (feet)  ADJUSTED  
 DE7714  ___________________________________________________________________
 DE7714  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 DE7714  DYNAMIC HT  -         320.974 (meters)    1053.06  (feet)  COMP
 DE7714  MODELED GRAV-     980,395.1   (mgal)                       NAVD 88
 DE7714
 DE7714  VERT ORDER  -  SECOND    CLASS I
 DE7714
 DE7714.The horizontal coordinates were scaled from a topographic map and have
 DE7714.an estimated accuracy of +/- 6 seconds.
 DE7714
 DE7714.The orthometric height was determined by differential leveling
 DE7714.and adjusted by the National Geodetic Survey in May 2003..
 DE7714
 DE7714.The geoid height was determined by GEOID03.
 DE7714
 DE7714.The dynamic height is computed by dividing the NAVD 88
 DE7714.geopotential number by the normal gravity value computed on the
 DE7714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7714.degrees latitude (g = 980.6199 gals.).
 DE7714
 DE7714.The modeled gravity was interpolated from observed gravity values.
 DE7714
 DE7714;                    North         East    Units  Estimated Accuracy
 DE7714;SPC WI S     -   194,060.      746,120.      MT  (+/- 180 meters Scaled)
 DE7714
 DE7714                          SUPERSEDED SURVEY CONTROL
 DE7714
 DE7714.No superseded survey control is available for this station.
 DE7714
 DE7714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP044428(NAD 83)
 DE7714_MARKER: DZ = AZIMUTH MARK DISK
 DE7714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7714_STAMPING: FOREST S GPS 1993
 DE7714_MARK LOGO: WI-039
 DE7714_PROJECTION: FLUSH
 DE7714_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7714_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7714+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2005
 DE7714
 DE7714  HISTORY     - Date     Condition        Report By
 DE7714  HISTORY     - 1993     MONUMENTED       WI-039
 DE7714  HISTORY     - 20010508 GOOD             WIDT
 DE7714  HISTORY     - 20030708 GOOD             USPSQD
 DE7714  HISTORY     - 20050907 GOOD             WIDT
 DE7714
 DE7714                          STATION DESCRIPTION
 DE7714
 DE7714'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7714'THE STATION IS LOCATED ABOUT 21 KM EAST-SOUTHEAST OF FOND DU LAC AND
 DE7714'10 KM SOUTH-SOUTHWEST OF ST CLOUD.  OWNERSHIP--TOWN OF FOREST.    TO
 DE7714'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 23 WITH COUNTY
 DE7714'HIGHWAY G ABOUT 22 KM EAST OF THE CITY OF FOND DU LAC, GO SOUTH ON
 DE7714'COUNTY HIGHWAY G FOR 4.5 KM TO COUNTY HIGHWAY T ON THE RIGHT, TURN
 DE7714'RIGHT AND GO WEST ON COUNTY HIGHWAY T FOR 0.9 KM TO THE STATION ON
 DE7714'THE RIGHT.  THE STATION IS A BRONZE FOND DU LAC COUNTY GEODETIC
 DE7714'CONTROL MARKER AZIMUTH DISK SET IN THE TOP OF A 45-CM DIAMETER
 DE7714'CONCRETE POST SET TO A DEPTH OF 1.8 M AND ABOUT LEVEL WITH THE
 DE7714'HIGHWAY PAVEMENT.  THE STATION IS 11.6 M NORTH OF THE CENTERLINE OF
 DE7714'COUNTY HIGHWAY T, 149 M EAST OF TELEPHONE PEDESTAL --1434--, 62 M
 DE7714'WEST OF TELEPHONE PEDESTAL --1435--, 44.9 M NORTHWEST OF POWER POLE
 DE7714'--7-19-35 39/52--, 34.2 M NORTHEAST OF POWER POLE --15-19-35 37/52--,
 DE7714'2 M SOUTH OF A CULTIVATED FIELD, AND 0.2 M SOUTH OF A WHITE PLASTIC
 DE7714'WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DE7714'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR POWER
 DE7714'LINES TO THE SOUTH EXTENDING TO 30 DEGREES.
 DE7714
 DE7714                          STATION RECOVERY (2003)
 DE7714
 DE7714'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7714'RECOVERED IN GOOD CONDITION.
 DE7714
 DE7714                          STATION RECOVERY (2005)
 DE7714
 DE7714'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7714'RECOVERED IN GOOD CONDITION.  NOTE-- THE MONUMENT IS ELEVATED 9 CM
 DE7714'ABOVE GROUND LEVEL.  ADD-- THE STATION IS 0.2 MILE EAST OF HILLVIEW
 DE7714'ROAD AND 1.0 M SOUTH, 1.0 M NORTHEAST, AND 1.0 M NORTHWEST OF THREE
 DE7714'WHITE PLASTIC WITNESS POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF6108 ***********************************************************************
 DF6108  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6108  DESIGNATION -  FOREST W GPS
 DF6108  PID         -  DF6108
 DF6108  STATE/COUNTY-  WI/FOND DU LAC
 DF6108  USGS QUAD   -  EDEN (1974)
 DF6108
 DF6108                         *CURRENT SURVEY CONTROL
 DF6108  ___________________________________________________________________
 DF6108* NAD 83(1997)-  43 44 48.41618(N)    088 15 09.77464(W)     ADJUSTED  
 DF6108* NAVD 88     -       339.57   (meters)    1114.1    (feet)  GPS OBS   
 DF6108  ___________________________________________________________________
 DF6108  X           -     140,722.599 (meters)                     COMP
 DF6108  Y           -  -4,613,049.509 (meters)                     COMP
 DF6108  Z           -   4,388,020.134 (meters)                     COMP
 DF6108  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 DF6108  ELLIP HEIGHT-         304.05  (meters)          (06/11/03) GPS OBS
 DF6108  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 DF6108
 DF6108  HORZ ORDER  -  FIRST
 DF6108  ELLP ORDER  -  THIRD     CLASS I
 DF6108
 DF6108.The horizontal coordinates were established by GPS observations
 DF6108.and adjusted by the National Geodetic Survey in June 2003..
 DF6108
 DF6108.The orthometric height was determined by GPS observations and a
 DF6108.high-resolution geoid model using precise GPS observation and
 DF6108.processing techniques.
 DF6108
 DF6108.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6108
 DF6108.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6108
 DF6108.The ellipsoidal height was determined by GPS observations
 DF6108.and is referenced to NAD 83.
 DF6108
 DF6108.The geoid height was determined by GEOID03.
 DF6108
 DF6108;                    North         East     Units Scale Factor Converg.
 DF6108;SPC WI S     -   195,527.411   740,720.479   MT  0.99995070   +1 12 02.0
 DF6108;SPC WI S     -   641,492.85  2,430,180.44   sFT  0.99995070   +1 12 02.0
 DF6108;UTM  16      - 4,844,511.626   399,138.145   MT  0.99972513   -0 51 58.6
 DF6108
 DF6108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6108!SPC WI S     -   0.99995232  x   0.99995070  =   0.99990303
 DF6108!UTM  16      -   0.99995232  x   0.99972513  =   0.99967747
 DF6108
 DF6108                          SUPERSEDED SURVEY CONTROL
 DF6108
 DF6108.No superseded survey control is available for this station.
 DF6108
 DF6108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9913844512(NAD 83)
 DF6108_MARKER: DD = SURVEY DISK
 DF6108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6108_STAMPING: FOREST W GPS 1993
 DF6108_MARK LOGO: WI-039
 DF6108_PROJECTION: FLUSH
 DF6108_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6108+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2005
 DF6108
 DF6108  HISTORY     - Date     Condition        Report By
 DF6108  HISTORY     - 1993     MONUMENTED       WI-039
 DF6108  HISTORY     - 2002     GOOD             WIDT
 DF6108  HISTORY     - 20030709 GOOD             USPSQD
 DF6108  HISTORY     - 20050907 GOOD             WIDT
 DF6108
 DF6108                          STATION DESCRIPTION
 DF6108
 DF6108'DESCRIBED BY WI DEPT OF TRANSP 2002 (DJH)
 DF6108'THE STATION IS LOCATED ABOUT 22 KM EAST OF PLYMOUTH AND 16 KM
 DF6108'EAST-SOUTHEAST OF FOND
 DF6108'DU LAC.  OWNERSHIP--FOND DU LAC COUNTY.  TO REACH THE STATION FROM THE
 DF6108'JUNCTION OF STATE
 DF6108'HIGHWAY 23 WITH COUNTY HIGHWAY G ABOUT 22 KM EAST OF THE CITY OF FOND
 DF6108'DU LAC, GO WEST
 DF6108'ON STATE HIGHWAY 23 FOR 7.6 KM TO COUNTY HIGHWAY W ON THE LEFT, TURN
 DF6108'LEFT AND GO SOUTH
 DF6108'ON COUNTY HIGHWAY W FOR 3.2 KM TO COUNTY HIGHWAY T ON THE RIGHT,
 DF6108'CONTINUE SOUTH ON
 DF6108'COUNTY HIGHWAY T AND COUNTY HIGHWAY W FOR 0.8 KM TO COUNTY HIGHWAY T
 DF6108'ON THE LEFT,
 DF6108'TURN LEFT AND GO EAST ON COUNTY HIGHWAY T FOR 0.6 KM TO THE STATION ON
 DF6108'THE LEFT.  THE
 DF6108'STATION IS A BRONZE FOND DU LAC COUNTY GEODETIC CONTROL MARKER DISK
 DF6108'SET IN THE TOP OF A
 DF6108'45-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8 M AND ABOUT 1 M
 DF6108'BELOW THE HIGHWAY
 DF6108'PAVEMENT.  THE STATION IS 9.6 M NORTH OF THE CENTERLINE OF COUNTY
 DF6108'HIGHWAY T, 180 M EAST
 DF6108'OF THE CENTERLINE OF PRIVATE ENTRANCE --W1979--, 62 M NORTHEAST OF
 DF6108'POWER POLE --15-19-29
 DF6108'20/52--, 29.9 M NORTHWEST OF POWER POLE --15-19-29 22/52--, 11.6 M
 DF6108'WEST OF A WOOD POST FOR A
 DF6108'--STEEP HILL/CAUTION-- SIGN, 1.0 M EAST, 1.0 M WEST, AND 1.0 M SOUTH
 DF6108'OF THREE 4X4 ORANGE
 DF6108'PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE
 DF6108'OBSTRUCTIONS EXTENDING
 DF6108'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF6108'
 DF6108
 DF6108                          STATION RECOVERY (2003)
 DF6108
 DF6108'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6108'RECOVERED IN GOOD CONDITION.
 DF6108
 DF6108                          STATION RECOVERY (2005)
 DF6108
 DF6108'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DF6108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5150 ***********************************************************************
 DH5150  DESIGNATION -  FOREST W GPS
 DH5150  PID         -  DH5150
 DH5150  STATE/COUNTY-  WI/VERNON
 DH5150  USGS QUAD   -  ONTARIO (1983)
 DH5150
 DH5150                         *CURRENT SURVEY CONTROL
 DH5150  ___________________________________________________________________
 DH5150* NAD 83(1997)-  43 42 24.60073(N)    090 32 42.46180(W)     ADJUSTED  
 DH5150* NAVD 88     -                                                        
 DH5150  ___________________________________________________________________
 DH5150  X           -     -43,938.370 (meters)                     COMP
 DH5150  Y           -  -4,618,008.772 (meters)                     COMP
 DH5150  Z           -   4,384,768.695 (meters)                     COMP
 DH5150  LAPLACE CORR-          -5.35  (seconds)                    DEFLEC99
 DH5150  ELLIP HEIGHT-         240.70  (meters)          (08/01/05) GPS OBS
 DH5150  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 DH5150
 DH5150  HORZ ORDER  -  FIRST
 DH5150  ELLP ORDER  -  SECOND    CLASS I
 DH5150
 DH5150.The horizontal coordinates were established by GPS observations
 DH5150.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5150
 DH5150
 DH5150.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5150
 DH5150.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5150
 DH5150.The ellipsoidal height was determined by GPS observations
 DH5150.and is referenced to NAD 83.
 DH5150
 DH5150.The geoid height was determined by GEOID03.
 DH5150
 DH5150;                    North         East     Units Scale Factor Converg.
 DH5150;SPC WI S     -   189,758.297   556,065.276   MT  0.99994674   -0 22 28.4
 DH5150;SPC WI S     -   622,565.35  1,824,357.49   sFT  0.99994674   -0 22 28.4
 DH5150;UTM  15      - 4,842,240.979   697,786.511   MT  1.00008119   +1 41 48.4
 DH5150
 DH5150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5150!SPC WI S     -   0.99996226  x   0.99994674  =   0.99990900
 DH5150!UTM  15      -   0.99996226  x   1.00008119  =   1.00004344
 DH5150
 DH5150                          SUPERSEDED SURVEY CONTROL
 DH5150
 DH5150.No superseded survey control is available for this station.
 DH5150
 DH5150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9778742241(NAD 83)
 DH5150_MARKER: DD = SURVEY DISK
 DH5150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5150_STAMPING: FOREST W GPS 2004
 DH5150_MARK LOGO: WIDT  
 DH5150_PROJECTION: FLUSH
 DH5150_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5150+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5150
 DH5150  HISTORY     - Date     Condition        Report By
 DH5150  HISTORY     - 2003     MONUMENTED       WIDT
 DH5150
 DH5150                          STATION DESCRIPTION
 DH5150
 DH5150'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5150'OWNERSHIP--VERNON COUNTY.  TO REACH THE STATION FROM THE  JUNCTION OF
 DH5150'STATE HIGHWAY 33 WITH COUNTY HIGHWAY F ABOUT 2 MI SOUTH-SOUTHEAST OF
 DH5150'THE  VILLAGE OF ONTARIO, GO NORTHEAST ON COUNTY HIGHWAY F FOR 1.8 MI
 DH5150'TO THE STATION ON THE  RIGHT.  THE STATION IS A  BRONZE WISCONSIN
 DH5150'DEPARTMENT OF TRANSPORTATION GEODETIC  SURVEY CONTROL STATION DISK SET
 DH5150'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT  LEVEL WITH THE
 DH5150'HIGHWAY PAVEMENT.  THE STATION IS 6.5 M SOUTH OF THE CENTERLINE OF
 DH5150'COUNTY HIGHWAY F, 13 M EAST OF THE EXTENDED CENTERLINE OF A FIELD
 DH5150'ENTRANCE LEADING TO  HORSE TRAILS, 0.8 M NORTH OF  A BARBED WIRE
 DH5150'FENCE, 1.0 M EAST OF AN  ORANGE 4X4  PLASTIC WITNESS POST AND 1.0 M
 DH5150'WEST OF AN  ORANGE 4X4  PLASTIC WITNESS POST.   ---NOTE---THIS
 DH5150'STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES
 DH5150'ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0694 ***********************************************************************
 PN0694  DESIGNATION -  FORK USLS
 PN0694  PID         -  PN0694
 PN0694  STATE/COUNTY-  WI/WINNEBAGO
 PN0694  USGS QUAD   -  OSHKOSH (1992)
 PN0694
 PN0694                         *CURRENT SURVEY CONTROL
 PN0694  ___________________________________________________________________
 PN0694* NAD 83(1986)-  44 03 12.     (N)    088 31 42.     (W)     SCALED    
 PN0694* NAVD 88     -       229.635  (meters)     753.39   (feet)  ADJUSTED  
 PN0694  ___________________________________________________________________
 PN0694  GEOID HEIGHT-         -36.25  (meters)                     GEOID03
 PN0694  DYNAMIC HT  -         229.592 (meters)     753.25  (feet)  COMP
 PN0694  MODELED GRAV-     980,424.0   (mgal)                       NAVD 88
 PN0694
 PN0694  VERT ORDER  -  FIRST     CLASS 0
 PN0694
 PN0694.The horizontal coordinates were scaled from a topographic map and have
 PN0694.an estimated accuracy of +/- 6 seconds.
 PN0694
 PN0694.The orthometric height was determined by differential leveling
 PN0694.and adjusted by the National Geodetic Survey in June 1991..
 PN0694
 PN0694.The geoid height was determined by GEOID03.
 PN0694
 PN0694.The dynamic height is computed by dividing the NAVD 88
 PN0694.geopotential number by the normal gravity value computed on the
 PN0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0694.degrees latitude (g = 980.6199 gals.).
 PN0694
 PN0694.The modeled gravity was interpolated from observed gravity values.
 PN0694
 PN0694;                    North         East    Units  Estimated Accuracy
 PN0694;SPC WI S     -   229,150.      717,930.      MT  (+/- 180 meters Scaled)
 PN0694
 PN0694                          SUPERSEDED SURVEY CONTROL
 PN0694
 PN0694.No superseded survey control is available for this station.
 PN0694
 PN0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP775789(NAD 83)
 PN0694_MARKER: I = METAL ROD
 PN0694_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PN0694_SP_SET: COPPER-CLAD STEEL ROD
 PN0694_PROJECTION: RECESSED 3 CENTIMETERS
 PN0694_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0694_ROD/PIPE-DEPTH: 2.44 meters
 PN0694
 PN0694  HISTORY     - Date     Condition        Report By
 PN0694  HISTORY     - 1962     MONUMENTED       USLS
 PN0694  HISTORY     - 1974     GOOD             NOS
 PN0694  HISTORY     - 19940813 MARK NOT FOUND   USPSQD
 PN0694  HISTORY     - 20040104 MARK NOT FOUND   USPSQD
 PN0694
 PN0694                          STATION DESCRIPTION
 PN0694
 PN0694'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0694'1.4 MI NORTH FROM WINNEBAGO.
 PN0694'1.4 MILES NORTH ALONG BOWEN STREET FROM THE INTERSECTION NEW YORK
 PN0694'AVENUE IN OSHKOSH, AT THE Y INTERSECTION OF COUNTY ROAD A AND COUNTY
 PN0694'ROAD AA, 29 FT. WEST OF THE CENTERLINE OF COUNTY ROAD A, 23 FT.
 PN0694'SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD AA, 1 FT. EAST OF U.P. NO.
 PN0694'12E67, 1/4 FT. BELOW THE GROUND SURFACE, A 5/8 INCH DIAMETER COPPER
 PN0694'COATED STEEL ROD, 8 FT. LONG.
 PN0694
 PN0694                          STATION RECOVERY (1994)
 PN0694
 PN0694'RECOVERY NOTE BY US POWER SQUADRON 1994
 PN0694'MARK NOT FOUND.
 PN0694
 PN0694                          STATION RECOVERY (2004)
 PN0694
 PN0694'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0694'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1286 ***********************************************************************
 NH1286  DESIGNATION -  FORT ATKINSON
 NH1286  PID         -  NH1286
 NH1286  STATE/COUNTY-  WI/JEFFERSON
 NH1286  USGS QUAD   -  FORT ATKINSON (1971)
 NH1286
 NH1286                         *CURRENT SURVEY CONTROL
 NH1286  ___________________________________________________________________
 NH1286* NAD 83(1991)-  42 56 15.64559(N)    088 50 55.42260(W)     ADJUSTED  
 NH1286* NAVD 88     -       276.     (meters)     906.     (feet)  SCALED    
 NH1286  ___________________________________________________________________
 NH1286  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 NH1286  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 NH1286
 NH1286  HORZ ORDER  -  THIRD
 NH1286
 NH1286.The horizontal coordinates were established by classical geodetic methods
 NH1286.and adjusted by the National Geodetic Survey in November 1991..
 NH1286
 NH1286.The orthometric height was scaled from a topographic map.
 NH1286
 NH1286.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1286
 NH1286.The geoid height was determined by GEOID03.
 NH1286
 NH1286;                    North         East     Units Scale Factor Converg.
 NH1286;SPC WI S     -   104,816.117   693,964.345   MT  0.99996508   +0 47 27.8
 NH1286;SPC WI S     -   343,884.21  2,276,781.36   sFT  0.99996508   +0 47 27.8
 NH1286;UTM  16      - 4,755,552.268   349,159.056   MT  0.99987992   -1 15 34.5
 NH1286
 NH1286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1286!SPC WI S     -   0.99996209  x   0.99996508  =   0.99992717
 NH1286!UTM  16      -   0.99996209  x   0.99987992  =   0.99984201
 NH1286
 NH1286|---------------------------------------------------------------------|
 NH1286| PID    Reference Object                     Distance      Geod. Az  |
 NH1286|                                                           dddmmss.s |
 NH1286| CJ7903 VICTORY PP 1                         71.628 METERS 02034     |
 NH1286| OM0890 JEFFERSON ST LAWRENCE CATH CH       APPROX. 9.4 KM 0371236.6 |
 NH1286| CI8704 FORT ATKINSON AZ MK                                0544540.8 |
 NH1286| NH1285 FORT ATKINSON ST PAULS LUTH CH      APPROX. 1.8 KM 1354210.8 |
 NH1286| NH1289 FORT ATKINSON MUNICIPAL TOWER       APPROX. 2.0 KM 1392324.4 |
 NH1286| CI8705 FORT ATKINSON RM 1                   10.275 METERS 21728     |
 NH1286| CI8706 FORT ATKINSON RM 2                    6.722 METERS 32217     |
 NH1286|---------------------------------------------------------------------|
 NH1286
 NH1286                          SUPERSEDED SURVEY CONTROL
 NH1286
 NH1286  NAD 83(1986)-  42 56 15.63861(N)    088 50 55.42801(W) AD(       ) 3
 NH1286  NAD 27      -  42 56 15.60920(N)    088 50 55.03660(W) AD(       ) 3
 NH1286
 NH1286.Superseded values are not recommended for survey control.
 NH1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1286.See file dsdata.txt to determine how the superseded data were derived.
 NH1286
 NH1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4915955552(NAD 83)
 NH1286_MARKER: DS = TRIANGULATION STATION DISK
 NH1286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1286
 NH1286  HISTORY     - Date     Condition        Report By
 NH1286  HISTORY     - 1957     MONUMENTED       CGS
 NH1286  HISTORY     - 1968     SEE DESCRIPTION  WI1760
 NH1286  HISTORY     - 19940625 MARK NOT FOUND   USPSQD
 NH1286
 NH1286                          STATION DESCRIPTION
 NH1286
 NH1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1286'THE STATION IS LOCATED IN THE NORTHWEST RESIDENTIAL SECTION
 NH1286'OF FORT ATKINSON ON THE HIGHEST HILL IN THE VICINITY.  IT
 NH1286'IS 50 FEET WEST OF THE HIGHEST PART OF THE HILL, 37 FEET
 NH1286'NORTHEAST OF A WHITE WITNESS POST, 103 FEET NORTHEAST OF THE
 NH1286'NORTHEAST CORNER OF A FRAME HOUSE AND 116 FEET NORTH OF A
 NH1286'TRANSFORMER POWER LINE POLE.  THE MARK IS FLUSH AND THE DISK
 NH1286'IS STAMPED FORT ATKINSON 1957.
 NH1286'
 NH1286'TO REACH THE STATION FROM THE MUNICIPAL BUILDING ON MAIN
 NH1286'STREET AND U.S. HIGHWAY 12 IN FORT ATKINSON, GO NORTH ON
 NH1286'MAIN STREET AND HIGHWAY 12 FOR 0.15 MILE TO WHERE HIGHWAY
 NH1286'12 TURNS LEFT, WEST.  *TURN LEFT AND GO WEST ON HIGHWAY 12
 NH1286'FOR 0.5 MILE TO NELSON STREET.  TURN RIGHT AND GO NORTH ON
 NH1286'NELSON STREET TO MESSMER STREET.  TURN LEFT AND GO WEST AND
 NH1286'NORTHWEST ON MESSMER STREET FOR 0.1 MILE TO THE HIGHEST
 NH1286'PART OF THE HILL AND THE STATION.
 NH1286'
 NH1286'*TO REACH THE AZIMUTH MARK FROM THIS POINT.  CONTINUE NORTH
 NH1286'ON MAIN STREET FOR 0.6 MILE TO WEST CRAMER STREET.  TURN
 NH1286'LEFT ON WEST CRAMER STREET AND GO WEST FOR 0.25 MILE TO A
 NH1286'CROSS STREET.  TURN RIGHT ON A GRAVEL STREET AND GO NORTH
 NH1286'FOR 0.05 MILE TO THE MARK ON THE LEFT.
 NH1286'
 NH1286'REFERENCE MARK 1 IS 69 FEET NORTHEAST OF THE NORTHEAST CORNER
 NH1286'OF THE FRAME HOUSE, 4 FEET EAST OF A WHITE WITNESS POST,
 NH1286'75 FEET SOUTHWEST OF THE HIGHEST PART OF THE HILL AND 86
 NH1286'FEET NORTH OF THE TRANSFORMER POWER LINE POLE.  THE MARK IS
 NH1286'FLUSH AND THE DISK IS STAMPED FORT ATKINSON NO 1 1957.
 NH1286'
 NH1286'REFERENCE MARK 2 IS 67 FEET WEST OF THE HIGHEST PART OF THE
 NH1286'HILL, 45 FEET NORTH OF THE WHITE WITNESS POST AND 110 FEET
 NH1286'NORTH OF THE NORTHEAST CORNER OF THE FRAME HOUSE.  THE MARK
 NH1286'PROJECTS 1 INCH AND THE DISK IS STAMPED FORT ATKINSON NO 2
 NH1286'1957.
 NH1286'
 NH1286'AZIMUTH MARK IS 12 FEET WEST OF THE CENTERLINE OF A GRAVEL
 NH1286'STREET, 10 FEET EAST OF THE EAST EDGE OF A CULTIVATED FIELD
 NH1286'AND 5 FEET SOUTH EAST OF A WHITE WITNESS POST.  THE MARK IS
 NH1286'FLUSH AND THE DISK IS STAMPED FORT ATKINSON 1957.
 NH1286'
 NH1286'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NH1286
 NH1286                          STATION RECOVERY (1968)
 NH1286
 NH1286'RECOVERY NOTE BY CITY OF FORT ATKINSON WISCONSIN 1968 (CHS)
 NH1286'$
 NH1286'FORT ATKINSON NO. 2 1957-BROKEN AND TIPPED ON ITS SIDE THE MARKER
 NH1286'WILL HAVE TO BE RELOCATED DUE TO SOME PRIVATE LANDSCAPING
 NH1286'BEING DONE AT THIS LOCATION.
 NH1286
 NH1286                          STATION RECOVERY (1994)
 NH1286
 NH1286'RECOVERY NOTE BY US POWER SQUADRON 1994
 NH1286'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4872 ***********************************************************************
 DG4872  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4872  DESIGNATION -  FORT ATKINSON GPS
 DG4872  PID         -  DG4872
 DG4872  STATE/COUNTY-  WI/JEFFERSON
 DG4872  USGS QUAD   -  FORT ATKINSON (1971)
 DG4872
 DG4872                         *CURRENT SURVEY CONTROL
 DG4872  ___________________________________________________________________
 DG4872* NAD 83(1997)-  42 52 48.11215(N)    088 49 04.90043(W)     ADJUSTED  
 DG4872* NAVD 88     -       261.04   (meters)     856.4    (feet)  GPS OBS   
 DG4872  ___________________________________________________________________
 DG4872  X           -      96,563.027 (meters)                     COMP
 DG4872  Y           -  -4,680,202.720 (meters)                     COMP
 DG4872  Z           -   4,317,899.559 (meters)                     COMP
 DG4872  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 DG4872  ELLIP HEIGHT-         226.97  (meters)          (04/02/04) GPS OBS
 DG4872  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 DG4872
 DG4872  HORZ ORDER  -  FIRST
 DG4872  ELLP ORDER  -  FOURTH    CLASS I
 DG4872
 DG4872.The horizontal coordinates were established by GPS observations
 DG4872.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4872
 DG4872.The orthometric height was determined by GPS observations and a
 DG4872.high-resolution geoid model using precise GPS observation and
 DG4872.processing techniques.
 DG4872
 DG4872.Photographs are available for this station.
 DG4872
 DG4872.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4872
 DG4872.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4872
 DG4872.The ellipsoidal height was determined by GPS observations
 DG4872.and is referenced to NAD 83.
 DG4872
 DG4872.The geoid height was determined by GEOID03.
 DG4872
 DG4872;                    North         East     Units Scale Factor Converg.
 DG4872;SPC WI S     -    98,447.821   696,560.668   MT  0.99997366   +0 48 43.7
 DG4872;SPC WI S     -   322,990.89  2,285,299.46   sFT  0.99997366   +0 48 43.7
 DG4872;UTM  16      - 4,749,095.777   351,525.685   MT  0.99987121   -1 14 14.4
 DG4872
 DG4872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4872!SPC WI S     -   0.99996441  x   0.99997366  =   0.99993807
 DG4872!UTM  16      -   0.99996441  x   0.99987121  =   0.99983562
 DG4872
 DG4872                          SUPERSEDED SURVEY CONTROL
 DG4872
 DG4872.No superseded survey control is available for this station.
 DG4872
 DG4872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5152649096(NAD 83)
 DG4872_MARKER: DD = SURVEY DISK
 DG4872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4872_STAMPING: FORT ATKINSON GPS
 DG4872_MARK LOGO: WI-055
 DG4872_PROJECTION: FLUSH
 DG4872_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4872+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4872
 DG4872  HISTORY     - Date     Condition        Report By
 DG4872  HISTORY     - 1992     MONUMENTED       WI-055
 DG4872  HISTORY     - 2001     GOOD             WIDT
 DG4872
 DG4872                          STATION DESCRIPTION
 DG4872
 DG4872'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4872'THE STATION IS LOCATED ABOUT 27 KM NORTH-NORTHEAST OF JANESVILLE, 8 KM
 DG4872'NORTHWEST OF WHITEWATER, AND 6 KM SOUTH-SOUTHEAST OF FORT ATKINSON.
 DG4872'OWNERSHIP--TOWN OF KOSHKONONG.  TO REACH THE STATION FROM THE JUNCTION
 DG4872'OF US HIGHWAY 12 AND STATE HIGHWAY 89 WITH STATE HIGHWAY 106 (SHERMAN
 DG4872'AVENUE) IN THE CITY OF FORT ATKINSON, GO SOUTH ON US HIGHWAY 12 AND
 DG4872'STATE HIGHWAY 89 FOR 6.4 KM TO STAR SCHOOL ROAD ON THE RIGHT, TURN
 DG4872'RIGHT AND GO WEST ON STAR SCHOOL ROAD FOR 0.2 KM TO THE STATION ON THE
 DG4872'LEFT.  THE STATION IS A BRONZE ROCK COUNTY GEODETIC CONTROL SURVEY
 DG4872'DISK SET IN THE TOP OF A 30-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH
 DG4872'THE ROAD PAVEMENT.  THE STATION IS 4.9 M SOUTH OF THE CENTERLINE OF
 DG4872'STAR SCHOOL ROAD, 65 M WEST OF PRIVATE ENTRANCE --W5695--, 7 M NORTH
 DG4872'OF A CULTIVATED FIELD, AND 6.8 M NORTH OF A WIRE FENCE.  ---NOTE---THE
 DG4872'STATION IS 6.7 M NORTH OF A WHITE PLASTIC WITNESS POST.
 DG4872'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DG4872'THAN 15 DEGREES ABOVE THE HORIZON.
 DG4872' 
 DG4872'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1289 ***********************************************************************
 NH1289  DESIGNATION -  FORT ATKINSON MUNICIPAL TOWER
 NH1289  PID         -  NH1289
 NH1289  STATE/COUNTY-  WI/JEFFERSON
 NH1289  USGS QUAD   -  FORT ATKINSON (1971)
 NH1289
 NH1289                         *CURRENT SURVEY CONTROL
 NH1289  ___________________________________________________________________
 NH1289* NAD 83(1991)-  42 55 26.48863(N)    088 49 58.07633(W)     ADJUSTED  
 NH1289* NAVD 88     -                                                        
 NH1289  ___________________________________________________________________
 NH1289  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 NH1289  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 NH1289
 NH1289  HORZ ORDER  -  THIRD
 NH1289
 NH1289.The horizontal coordinates were established by classical geodetic methods
 NH1289.and adjusted by the National Geodetic Survey in November 1991..
 NH1289
 NH1289
 NH1289.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1289
 NH1289.The geoid height was determined by GEOID03.
 NH1289
 NH1289;                    North         East     Units Scale Factor Converg.
 NH1289;SPC WI S     -   103,317.470   695,285.626   MT  0.99996702   +0 48 07.2
 NH1289;SPC WI S     -   338,967.40  2,281,116.26   sFT  0.99996702   +0 48 07.2
 NH1289;UTM  16      - 4,754,007.441   350,425.756   MT  0.99987524   -1 14 54.3
 NH1289
 NH1289                          SUPERSEDED SURVEY CONTROL
 NH1289
 NH1289  NAD 83(1986)-  42 55 26.48179(N)    088 49 58.08187(W) AD(       ) 4
 NH1289  NAD 27      -  42 55 26.45700(N)    088 49 57.69800(W) AD(       ) 3
 NH1289
 NH1289.Superseded values are not recommended for survey control.
 NH1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1289.See file dsdata.txt to determine how the superseded data were derived.
 NH1289
 NH1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5042654007(NAD 83)
 NH1289_MARKER: 53 = ELEVATED TANK
 NH1289
 NH1289  HISTORY     - Date     Condition        Report By
 NH1289  HISTORY     - 1957     FIRST OBSERVED   CGS
 NH1289  HISTORY     - 19940625 GOOD             USPSQD
 NH1289  HISTORY     - 20021113 GOOD             USPSQD
 NH1289
 NH1289                          STATION DESCRIPTION
 NH1289
 NH1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1289'THE STATION IS THE APEX OF THE WATER TOWER.  THE OVERALL
 NH1289'HEIGHT OF THE TOWER IS ABOUT 120 FEET.  THE BOTTOM 80 FEET
 NH1289'OF THE TOWER IS YELLOW BRICK AND THE TOP 40 FEET IS METAL,
 NH1289'PAINTED A SILVER COLOR.
 NH1289'
 NH1289'THE TOWER IS 150 FEET NORTHWEST OF THE INTERSECTION OF HIGH
 NH1289'STREET AND FOURTH STREET, 100 FEET SOUTHEAST OF THE SOUTHEAST
 NH1289'CORNER OF A GRADE SCHOOL BUILDING AND IS IN THE SOUTHEAST
 NH1289'SECTION OF FORT ATKINSON.
 NH1289
 NH1289                          STATION RECOVERY (1994)
 NH1289
 NH1289'RECOVERY NOTE BY US POWER SQUADRON 1994
 NH1289'RECOVERED IN GOOD CONDITION.
 NH1289
 NH1289                          STATION RECOVERY (2002)
 NH1289
 NH1289'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 NH1289'RECOVERED IN GOOD CONDITION.  THE STATION IS 150 FEET NORTHEAST OF THE
 NH1289'INTERSECTION OF SOUTH HIGH STREET AND SOUTH 4TH STREET EAST.  THE
 NH1289'GRADE SCHOOL BUILDING IS NOW A PARKING LOT.  THE STATION IS NORTH OF
 NH1289'AND ACROSS FOURTH STREET FROM A NEW FORT ATKINSON MIDDLE SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1285 ***********************************************************************
 NH1285  DESIGNATION -  FORT ATKINSON ST PAULS LUTH CH
 NH1285  PID         -  NH1285
 NH1285  STATE/COUNTY-  WI/JEFFERSON
 NH1285  USGS QUAD   -  FORT ATKINSON (1971)
 NH1285
 NH1285                         *CURRENT SURVEY CONTROL
 NH1285  ___________________________________________________________________
 NH1285* NAD 83(1991)-  42 55 32.76796(N)    088 49 58.49603(W)     ADJUSTED  
 NH1285* NAVD 88     -                                                        
 NH1285  ___________________________________________________________________
 NH1285  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 NH1285  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 NH1285
 NH1285  HORZ ORDER  -  THIRD
 NH1285
 NH1285.The horizontal coordinates were established by classical geodetic methods
 NH1285.and adjusted by the National Geodetic Survey in November 1991..
 NH1285
 NH1285
 NH1285.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1285
 NH1285.The geoid height was determined by GEOID03.
 NH1285
 NH1285;                    North         East     Units Scale Factor Converg.
 NH1285;SPC WI S     -   103,511.083   695,273.397   MT  0.99996677   +0 48 06.9
 NH1285;SPC WI S     -   339,602.61  2,281,076.14   sFT  0.99996677   +0 48 06.9
 NH1285;UTM  16      - 4,754,201.350   350,420.463   MT  0.99987525   -1 14 54.7
 NH1285
 NH1285                          SUPERSEDED SURVEY CONTROL
 NH1285
 NH1285  NAD 83(1986)-  42 55 32.76109(N)    088 49 58.50156(W) AD(       ) 4
 NH1285  NAD 27      -  42 55 32.73500(N)    088 49 58.11700(W) AD(       ) 3
 NH1285
 NH1285.Superseded values are not recommended for survey control.
 NH1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1285.See file dsdata.txt to determine how the superseded data were derived.
 NH1285
 NH1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5042054201(NAD 83)
 NH1285_MARKER: 90 = CHURCH SPIRE
 NH1285_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NH1285+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2002
 NH1285
 NH1285  HISTORY     - Date     Condition        Report By
 NH1285  HISTORY     - 1957     FIRST OBSERVED   CGS
 NH1285  HISTORY     - 19940625 GOOD             USPSQD
 NH1285  HISTORY     - 20021113 GOOD             USPSQD
 NH1285
 NH1285                          STATION DESCRIPTION
 NH1285
 NH1285'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1285'THE STATION IS THE FINIAL AT THE TOP OF THE CROSS.  THE CROSS
 NH1285'IS GOLD COLORED AND THE SPIRE IS GREY SHINGLED AND ABOUT 90
 NH1285'FEET HIGH.  THE SPIRE IS ON THE WEST EDGE OF THE CHURCH.
 NH1285'
 NH1285'THE CHURCH IS LOCATED IN THE SOUTHEAST SECTION OF FORT ATKINSON
 NH1285'AND IS 100 FEET SOUTHEAST OF THE INTERSECTION OF THIRD STREET
 NH1285'AND HIGH STREET.
 NH1285
 NH1285                          STATION RECOVERY (1994)
 NH1285
 NH1285'RECOVERY NOTE BY US POWER SQUADRON 1994
 NH1285'RECOVERED IN GOOD CONDITION.
 NH1285
 NH1285                          STATION RECOVERY (2002)
 NH1285
 NH1285'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 NH1285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5566 ***********************************************************************
 DH5566  DESIGNATION -  FORT WINNEBAGO N GPS
 DH5566  PID         -  DH5566
 DH5566  STATE/COUNTY-  WI/COLUMBIA
 DH5566  USGS QUAD   -  PORTAGE (1984)
 DH5566
 DH5566                         *CURRENT SURVEY CONTROL
 DH5566  ___________________________________________________________________
 DH5566* NAD 83(1997)-  43 36 58.10956(N)    089 24 53.37997(W)     ADJUSTED  
 DH5566* NAVD 88     -                                                        
 DH5566  ___________________________________________________________________
 DH5566  X           -      47,236.750 (meters)                     COMP
 DH5566  Y           -  -4,624,915.860 (meters)                     COMP
 DH5566  Z           -   4,377,461.997 (meters)                     COMP
 DH5566  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 DH5566  ELLIP HEIGHT-         216.28  (meters)          (08/01/05) GPS OBS
 DH5566  GEOID HEIGHT-         -35.67  (meters)                     GEOID03
 DH5566
 DH5566  HORZ ORDER  -  FIRST
 DH5566  ELLP ORDER  -  SECOND    CLASS I
 DH5566
 DH5566.The horizontal coordinates were established by GPS observations
 DH5566.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5566
 DH5566
 DH5566.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5566
 DH5566.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5566
 DH5566.The ellipsoidal height was determined by GPS observations
 DH5566.and is referenced to NAD 83.
 DH5566
 DH5566.The geoid height was determined by GEOID03.
 DH5566
 DH5566;                    North         East     Units Scale Factor Converg.
 DH5566;SPC WI S     -   179,704.602   647,232.730   MT  0.99993956   +0 24 07.5
 DH5566;SPC WI S     -   589,580.85  2,123,462.72   sFT  0.99993956   +0 24 07.5
 DH5566;UTM  16      - 4,832,073.392   305,146.607   MT  1.00006704   -1 39 58.8
 DH5566
 DH5566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5566!SPC WI S     -   0.99996609  x   0.99993956  =   0.99990565
 DH5566!UTM  16      -   0.99996609  x   1.00006704  =   1.00003312
 DH5566
 DH5566                          SUPERSEDED SURVEY CONTROL
 DH5566
 DH5566.No superseded survey control is available for this station.
 DH5566
 DH5566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP0514732073(NAD 83)
 DH5566_MARKER: DD = SURVEY DISK
 DH5566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5566_STAMPING: FORT WINNEBAGO N GPS 1994
 DH5566_MARK LOGO: WI-021
 DH5566_PROJECTION: FLUSH
 DH5566_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5566+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH5566
 DH5566  HISTORY     - Date     Condition        Report By
 DH5566  HISTORY     - 1994     MONUMENTED       WI-021
 DH5566  HISTORY     - 20030812 GOOD             WIDT
 DH5566  HISTORY     - 20051228 GOOD             WIDT
 DH5566
 DH5566                          STATION DESCRIPTION
 DH5566
 DH5566'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5566'OWNERSHIP--COLUMBIA COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5566'STATE HIGHWAY  33 WITH COUNTY HIHGWAY F ABOUT 2 MI NORHTEAT OF THE
 DH5566'CITY OF PORTAGE, GO NORTH ON  COUNTY HIGHWAY F FOR 4.4 MI TO DUMKE
 DH5566'ROAD, CONTINUE NORTH ON COUNTY HIGHWAY F FOR 0.15  MI TO THE STATION
 DH5566'ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH5566'TRANSPORTATIN GEODETIC CONTROL MARKER DISK SET IN THE TOP OF A 45-CM
 DH5566'DIAMETER  CONCRETE  POST ABOUT 1 M ABOVE THE HIGHWAY PAVEMENT.  THE
 DH5566'STATION IS 10.7 M EAST OF THE CENTERLINE  OF COUNTY HIGHWAY F, 140 M
 DH5566'SOUTH OF THE PRIVATE ENTRANCE FOR FORT WINNEBAGO --N9304--,  56  M
 DH5566'NORTH OF A CULVERT POST ON THE EAST SIDE OF COUNTY HGHWAY F, 10 M
 DH5566'SOUTH OF A FIELD  ENTRANCE, AND 1.0 M SOUTHEAST, NORTHEAST, WEST OF
 DH5566'THREE ORANGE 4X4 PLASTIC WITNESS  POSTS.  ---NOTE---THIS STATION HAS
 DH5566'NO  VISIBLE BSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH5566'HORIZON.
 DH5566
 DH5566                          STATION RECOVERY (2005)
 DH5566
 DH5566'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5566'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0446 ***********************************************************************
 QN0446  DESIGNATION -  FOULDS
 QN0446  PID         -  QN0446
 QN0446  STATE/COUNTY-  WI/PRICE
 QN0446  USGS QUAD   -  PIKE LAKE SE (1971)
 QN0446
 QN0446                         *CURRENT SURVEY CONTROL
 QN0446  ___________________________________________________________________
 QN0446* NAD 83(1991)-  45 51 42.23646(N)    090 04 28.30315(W)     ADJUSTED  
 QN0446* NAVD 88     -       490.58   (+/-2cm)    1609.5    (feet)  VERTCON   
 QN0446  ___________________________________________________________________
 QN0446  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 QN0446  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 QN0446
 QN0446  HORZ ORDER  -  FIRST
 QN0446  VERT ORDER  -  THIRD ? (See Below)
 QN0446
 QN0446.The horizontal coordinates were established by classical geodetic methods
 QN0446.and adjusted by the National Geodetic Survey in November 1991..
 QN0446
 QN0446.The NAVD 88 height was computed by applying the VERTCON shift value to
 QN0446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QN0446.The vertical order pertains to the NGVD 29 superseded value.
 QN0446
 QN0446.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0446
 QN0446.The geoid height was determined by GEOID03.
 QN0446
 QN0446;                    North         East     Units Scale Factor Converg.
 QN0446;SPC WI N     -    77,254.819   594,212.636   MT  0.99995954   -0 03 13.5
 QN0446;SPC WI N     -   253,460.19  1,949,512.62   sFT  0.99995954   -0 03 13.5
 QN0446;UTM  15      - 5,082,847.572   727,086.746   MT  1.00023402   +2 06 01.4
 QN0446;UTM  16      - 5,083,282.738   261,343.150   MT  1.00030027   -2 12 27.0
 QN0446
 QN0446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0446!SPC WI N     -   0.99992791  x   0.99995954  =   0.99988746
 QN0446!UTM  15      -   0.99992791  x   1.00023402  =   1.00016192
 QN0446!UTM  16      -   0.99992791  x   1.00030027  =   1.00022816
 QN0446
 QN0446|---------------------------------------------------------------------|
 QN0446| PID    Reference Object                     Distance      Geod. Az  |
 QN0446|                                                           dddmmss.s |
 QN0446| CJ4971 FOULDS RM 1                          25.003 METERS 18836     |
 QN0446| QN0445 ELK                                 APPROX.12.8 KM 1944726.0 |
 QN0446| CJ4972 FOULDS RM 2                          18.374 METERS 26749     |
 QN0446|---------------------------------------------------------------------|
 QN0446
 QN0446                          SUPERSEDED SURVEY CONTROL
 QN0446
 QN0446  NAD 83(1986)-  45 51 42.23220(N)    090 04 28.29810(W) AD(       ) 1
 QN0446  NAD 27      -  45 51 42.41800(N)    090 04 27.73900(W) AD(       ) 1
 QN0446  NGVD 29 (07/19/86)  490.56   (m)         1609.4    (f) LEVELING    3  
 QN0446
 QN0446.Superseded values are not recommended for survey control.
 QN0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0446.See file dsdata.txt to determine how the superseded data were derived.
 QN0446
 QN0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL2708782848(NAD 83)
 QN0446_MARKER: DS = TRIANGULATION STATION DISK
 QN0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0446
 QN0446  HISTORY     - Date     Condition        Report By
 QN0446  HISTORY     - 1952     MONUMENTED       CGS
 QN0446  HISTORY     - 1969     GOOD             USGS
 QN0446  HISTORY     - 1970     GOOD             NGS
 QN0446
 QN0446                          STATION DESCRIPTION
 QN0446
 QN0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QN0446'THE STATION IS LOCATED ABOUT 16 MILES EAST-SOUTHEAST OF FIFIELD,
 QN0446'11 MILES SOUTHWEST OF LAC DU FLAMBEAU, 1.3 MILES SOUTH OF STATE
 QN0446'HIGHWAY 70 AND 0.5 MILE EAST OF FOULDS CREEK.  IT IS ON
 QN0446'THE RIGHT-OF-WAY OF A NORTH-SOUTH GRAVELED ROAD.
 QN0446'
 QN0446'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND
 QN0446'STATE HIGHWAY 70 BETWEEN MINOCQUA AND WOODRUFF, GO WEST ON
 QN0446'STATE HIGHWAY 70 FOR 20.8 MILES TO A SIDE ROAD LEFT, SOUTH,
 QN0446'AND GO 1.5 MILES TO SUMMIT OF GRADE AND THE STATION SITE ON THE
 QN0446'LEFT.
 QN0446'
 QN0446'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 QN0446'POST PROJECTING 4 INCHES.  IT IS 35 FEET EAST OF THE CENTERLINE
 QN0446'OF A GRAVELED ROAD AND 34 FEET NORTHEAST OF A TELEPHONE POLE.
 QN0446'THE MARK IS STAMPED FOULDS 1952.
 QN0446'
 QN0446'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 QN0446'POST PROJECTING 5 INCHES.  IT IS 18 FEET SOUTHWEST OF THE
 QN0446'CENTERLINE OF THE ROAD.  THE MARK IS STAMPED FOULDS NO 1 1952.
 QN0446'
 QN0446'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A CONCRETE POST
 QN0446'PROJECTING 6 INCHES.  IT IS 18 FEET WEST OF THE CENTERLINE
 QN0446'OF THE ROAD.  THE MARK IS STAMPED FOULDS NO 2 1952.
 QN0446'
 QN0446'THERE IS NO SUITABLE PLACE FOR AN AZIMUTH MARK AT THIS STATION.
 QN0446
 QN0446                          STATION RECOVERY (1969)
 QN0446
 QN0446'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 QN0446'STATION MARK FOULDS 1952 WAS FOUND AS DESCRIBED IN GOOD
 QN0446'CONDITION, EXCEPT THAT THE TELEPHONE POLE REFERRED TO IN THE
 QN0446'DESCRIPTION OF THE STATION MARK NO LONGER EXISTS.  THE STATION
 QN0446'MARK IS 26 FEET NORTHWEST, THENCE 35 FEET NORTHEAST OF A Y ROAD
 QN0446'JUNCTION.  THE STATION MARK IS 4 FEET NORTHWEST OF A WHITE
 QN0446'WITNESS POST.  BOTH REFERENCE MARKS AT THIS STATION HAVE BEEN
 QN0446'DESTROYED.  SEPARATE FORM 9-1165 ARE BEING SUBMITTED FOR THE
 QN0446'2 R.M.S.
 QN0446'
 QN0446'REFERENCE MARK FOULDS NO. 1 1952 HAS BEEN DESTROYED, PROBABLY
 QN0446'BY WIDENING OF THE ROAD.  THE CONCRETE POST, CONTAINING THE
 QN0446'REFERENCE MARK TABLET, WAS FOUND LYING ON THE GROUND AT THE
 QN0446'EDGE OF THE TIMBER ABOUT 100 FEET SOUTH OF THE STATION
 QN0446'MARK.  THE STATION MARK IS STILL IN GOOD CONDITION.
 QN0446'
 QN0446'REFERENCE MARK FOULD NO. 2 1952 HAS BEEN DESTROYED, PROBABLY
 QN0446'BY WIDENING OF THE ROAD.  THE CONCRETE POST, CONTAINING THE
 QN0446'REFERENCE MARK TABLET, WAS FOUND LYING ON THE GROUND AT THE
 QN0446'EDGE OF THE TIMBER ABOUT 70 FEET WEST OF THE STATION MARK.
 QN0446'THE STATION MARK IS STILL IN GOOD CONDITION.
 QN0446'
 QN0446'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--TO REACH
 QN0446'THE STATION FROM THE JUNCTION OF U.S. HWY. 51 AND STATE HWY
 QN0446'70 BETWEEN MINOCQUA AND WOODRUFF.
 QN0446
 QN0446                          STATION RECOVERY (1970)
 QN0446
 QN0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 QN0446'THE STATION MARK WAS FOUND IN GOOD CONDITION.  THE REFERENCE
 QN0446'MARKS WERE FOUND UPROOTED AND IN WOODS.  REFERENCE MARKS
 QN0446'3 AND 4 WERE SET BUT THERE WAS NOTHING VISIBLE FROM WHICH
 QN0446'TO SET AN AZIMUTH MARK FROM NOR A PLACE AVAILABLE FOR A MARK
 QN0446'HAD THERE BEEN.  THE MARKS WERE SET TO INSURE THE LOCATION
 QN0446'OF THE STATION MARK.  A NEW DESCRIPTION FOLLOWS.
 QN0446'
 QN0446'THE STATION IS LOCATED ABOUT 16 MILES EAST OF FIFIELD, ABOUT
 QN0446'20 MILES WEST OF WOODRUFF, ON NATIONAL FOREST PROPERTY, 26
 QN0446'FEET NORTHWEST OF A 12 INCH MAPLE TREE, 34 FEET NORTHEAST OF
 QN0446'THE CENTERLINE OF GRAVELED ROAD AND 1 FOOT SOUTHEAST OF A
 QN0446'METAL WITNESS POST.  THE MONUMENT PROJECTS 6 INCHES AND THE
 QN0446'DISK IS STAMPED FOULDS 1952.
 QN0446'
 QN0446'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND
 QN0446'STATE HIGHWAY 70 (BETWEEN WOODRUFF AND MINOCQUA), GO WEST ON
 QN0446'HIGHWAY 70 FOR 11.35 MILES TO THE JUNCTION WITH COUNTY ROAD D,
 QN0446'CONTINUE WEST ON HIGHWAY 70 FOR 9.45 MILES TO A SIDE ROAD LEFT.
 QN0446'TURN LEFT AND SOUTHERLY ON LAKE RD. (NATIONAL FOREST ROAD 132)
 QN0446'FOR 1.5 MILES TO SUMMIT OF GRADE AND THE STATION ON THE LEFT
 QN0446'0.1 MILE BEFORE REACHING A SIDE ROAD LEFT.
 QN0446'
 QN0446'REFERENCE MARK 3 IS 27 FEET SOUTHEAST OF THE CENTERLINE OF A
 QN0446'WOODS ROAD, 27 FEET NORTHWEST OF AN 8 INCH PINE TREE AND 28
 QN0446'FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD.  THE MONUMENT
 QN0446'PROJECTS 7 INCHES AND THE DISK IS STAMPED FOULDS 1952 NO 3 1970.
 QN0446'
 QN0446'REFERENCE MARK 4 IS 26 FEET SOUTHWEST OF THE CENTERLINE OF
 QN0446'THE ROAD, 10 FEET NORTH OF A TRIPLE TRUNK 8 INCH MAPLE TREE
 QN0446'AND 71 FEET NORTHWEST OF THE CENTERLINE OF THE WOODS ROAD.
 QN0446'THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED FOULDS
 QN0446'1952 NO 4 1970.
 QN0446'
 QN0446'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 QN0446'
 QN0446'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES
 QN0446'SOUTHWEST OF LAC DU FLAMBEAU
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0713 ***********************************************************************
 PO0713  DESIGNATION -  FOUNTAIN CITY BURL NO RR TWR
 PO0713  PID         -  PO0713
 PO0713  STATE/COUNTY-  WI/BUFFALO
 PO0713  USGS QUAD   -  WINONA WEST (1993)
 PO0713
 PO0713                         *CURRENT SURVEY CONTROL
 PO0713  ___________________________________________________________________
 PO0713* NAD 83(1991)-  44 05 51.13231(N)    091 38 12.54949(W)     ADJUSTED  
 PO0713* NAVD 88     -                                                        
 PO0713  ___________________________________________________________________
 PO0713  LAPLACE CORR-          -5.12  (seconds)                    DEFLEC99
 PO0713  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 PO0713
 PO0713  HORZ ORDER  -  THIRD
 PO0713
 PO0713.The horizontal coordinates were established by classical geodetic methods
 PO0713.and adjusted by the National Geodetic Survey in March 1999..
 PO0713
 PO0713
 PO0713.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0713
 PO0713.The geoid height was determined by GEOID03.
 PO0713
 PO0713;                    North         East     Units Scale Factor Converg.
 PO0713;SPC WI C     -    30,678.971   468,936.856   MT  1.00003231   -1 09 17.6
 PO0713;SPC WI C     -   100,652.59  1,538,503.67   sFT  1.00003231   -1 09 17.6
 PO0713;SPC WI S     -   234,311.005   468,939.792   MT  1.00000642   -1 07 28.8
 PO0713;SPC WI S     -   768,735.36  1,538,513.30   sFT  1.00000642   -1 07 28.8
 PO0713;SPC MN S     -   224,684.131   989,194.507   MT  0.99994675   +1 39 23.1
 PO0713;UTM  15      - 4,883,609.473   609,112.939   MT  0.99974643   +0 56 55.3
 PO0713
 PO0713                          SUPERSEDED SURVEY CONTROL
 PO0713
 PO0713  NAD 83(1991)-  44 05 51.12911(N)    091 38 12.54835(W) AD(       ) 4
 PO0713  NAD 83(1986)-  44 05 51.12485(N)    091 38 12.54624(W) AD(       ) 4
 PO0713  NAD 27      -  44 05 51.25789(N)    091 38 12.01382(W) AD(       ) 3
 PO0713
 PO0713.Superseded values are not recommended for survey control.
 PO0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0713.See file dsdata.txt to determine how the superseded data were derived.
 PO0713
 PO0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ0911383609(NAD 83)
 PO0713_MARKER: 55 = TOWER
 PO0713
 PO0713  HISTORY     - Date     Condition        Report By
 PO0713  HISTORY     - 1975     FIRST OBSERVED   MNDT
 PO0713  HISTORY     - 19960630 GOOD             USPSQD
 PO0713
 PO0713                          STATION DESCRIPTION
 PO0713
 PO0713'DESCRIBED BY MN DEPT OF TRANSP 1975 (DKH)
 PO0713'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHEAST OF THE TOWN
 PO0713'OF FOUNTAIN CITY, WISCONSIN, IN THE SE 1/4 OF SECTION 24, T 18N,
 PO0713'R 11W.
 PO0713'
 PO0713'TO REACH THE TOWER FROM FOUNTAIN CITY, FOLLOW TRUNK HIGHWAY 95
 PO0713'SOUTHEASTERLY TO THE INTERSECTION OF BUFFALO COUNTY ROAD M, TURN
 PO0713'RIGHT ONTO COUNTY ROAD M AND FOLLOW IT 3.3 MILES TO A GRAVEL
 PO0713'ROAD ON THE RIGHT, TURN RIGHT AND GO 0.5 MILE ON THE GRAVEL ROAD
 PO0713'TO THE TOP OF A RIDGE AND THE TOWER ON THE LEFT.
 PO0713'
 PO0713'THE CENTER OF THE TOP OF THE TOWER WAS SIGHTED FROM STATIONS
 PO0713'BURLEY MRC, GOODVIEW MNHD 1975, MARTIN MRC, AND PETERMAN MRC
 PO0713
 PO0713                          STATION RECOVERY (1996)
 PO0713
 PO0713'RECOVERY NOTE BY US POWER SQUADRON 1996
 PO0713'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5186 ***********************************************************************
 DH5186  DESIGNATION -  FOUNTAIN E GPS
 DH5186  PID         -  DH5186
 DH5186  STATE/COUNTY-  WI/JUNEAU
 DH5186  USGS QUAD   -  NEW LISBON SOUTH (1983)
 DH5186
 DH5186                         *CURRENT SURVEY CONTROL
 DH5186  ___________________________________________________________________
 DH5186* NAD 83(1997)-  43 51 29.10770(N)    090 12 58.85692(W)     ADJUSTED  
 DH5186* NAVD 88     -                                                        
 DH5186  ___________________________________________________________________
 DH5186  X           -     -17,394.481 (meters)                     COMP
 DH5186  Y           -  -4,606,561.433 (meters)                     COMP
 DH5186  Z           -   4,396,906.791 (meters)                     COMP
 DH5186  LAPLACE CORR-          -6.99  (seconds)                    DEFLEC99
 DH5186  ELLIP HEIGHT-         247.46  (meters)          (08/01/05) GPS OBS
 DH5186  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 DH5186
 DH5186  HORZ ORDER  -  FIRST
 DH5186  ELLP ORDER  -  SECOND    CLASS I
 DH5186
 DH5186.The horizontal coordinates were established by GPS observations
 DH5186.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5186
 DH5186
 DH5186.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5186
 DH5186.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5186
 DH5186.The ellipsoidal height was determined by GPS observations
 DH5186.and is referenced to NAD 83.
 DH5186
 DH5186.The geoid height was determined by GEOID03.
 DH5186
 DH5186;                    North         East     Units Scale Factor Converg.
 DH5186;SPC WI S     -   206,441.795   582,606.792   MT  0.99996430   -0 08 55.2
 DH5186;SPC WI S     -   677,301.12  1,911,435.78   sFT  0.99996430   -0 08 55.2
 DH5186;UTM  15      - 4,859,877.774   723,711.638   MT  1.00021560   +1 55 46.3
 DH5186
 DH5186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5186!SPC WI S     -   0.99996120  x   0.99996430  =   0.99992550
 DH5186!UTM  15      -   0.99996120  x   1.00021560  =   1.00017679
 DH5186
 DH5186                          SUPERSEDED SURVEY CONTROL
 DH5186
 DH5186.No superseded survey control is available for this station.
 DH5186
 DH5186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ2371259878(NAD 83)
 DH5186_MARKER: DD = SURVEY DISK
 DH5186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5186_STAMPING: FOUNTAIN E GPS 2004
 DH5186_MARK LOGO: WIDT  
 DH5186_PROJECTION: FLUSH
 DH5186_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5186+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5186
 DH5186  HISTORY     - Date     Condition        Report By
 DH5186  HISTORY     - 2003     MONUMENTED       WIDT
 DH5186
 DH5186                          STATION DESCRIPTION
 DH5186
 DH5186'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5186'OWNERSHIP--TOWN OF FOUNTAIN.  TO REACH THE STATION FROM THE JUNCTION
 DH5186'OF STATE HIGHWAY  80 WITH COUNTY HIGHWAY B ABOUT 1 MI SOUTH OF THE
 DH5186'CITY OF NEW LISBON, GO WEST ON COUNTY  HIGHWAY B FOR 2.0 MI TO WHERE
 DH5186'COUNTY HIGHWAY B GOES NORTH AND ZINDORF ROAD STRAIGHT  AHEAD, CONTINUE
 DH5186'WEST THEN SOUTH ON ZINDORF FOR 0.5 MI TO VALLEY ROAD ON THE RIGHT AND
 DH5186'THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DH5186'OF  TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP
 DH5186'OF A 41-CM DIAMETER  CONCRETE POST ABOUT 1 M ABOVE THE ROAD PAVEMENT.
 DH5186'THE STATION IS 5.8 M EAST OF THE  CENTERLINE OF ZINDORF ROAD, 46 M
 DH5186'SOUTH OF THE EXTENDED CENTERLINE OF VALLEY ROAD, 43.5  M SOUTHEAST OF
 DH5186'A WOOD POST FOR A --STOP-- SIGN, 1 M  WEST OF A CULTIVATED FIELD, 1.0
 DH5186'M NORTH OF AN ORANGE 4X4 PLASTIC WITNESS POST, AND 1.0 M  SOUTH OF AN
 DH5186'ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DH5186'VISIBLE  OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH5186'HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5204 ***********************************************************************
 DH5204  DESIGNATION -  FOUNTAIN N GPS
 DH5204  PID         -  DH5204
 DH5204  STATE/COUNTY-  WI/JUNEAU
 DH5204  USGS QUAD   -  NEW LISBON NORTH (1983)
 DH5204
 DH5204                         *CURRENT SURVEY CONTROL
 DH5204  ___________________________________________________________________
 DH5204* NAD 83(1997)-  43 53 18.04359(N)    090 11 58.28810(W)     ADJUSTED  
 DH5204* NAVD 88     -                                                        
 DH5204  ___________________________________________________________________
 DH5204  X           -     -16,033.640 (meters)                     COMP
 DH5204  Y           -  -4,604,228.073 (meters)                     COMP
 DH5204  Z           -   4,399,322.915 (meters)                     COMP
 DH5204  LAPLACE CORR-          -6.57  (seconds)                    DEFLEC99
 DH5204  ELLIP HEIGHT-         236.38  (meters)          (08/01/05) GPS OBS
 DH5204  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 DH5204
 DH5204  HORZ ORDER  -  FIRST
 DH5204  ELLP ORDER  -  SECOND    CLASS I
 DH5204
 DH5204.The horizontal coordinates were established by GPS observations
 DH5204.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5204
 DH5204
 DH5204.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5204
 DH5204.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5204
 DH5204.The ellipsoidal height was determined by GPS observations
 DH5204.and is referenced to NAD 83.
 DH5204
 DH5204.The geoid height was determined by GEOID03.
 DH5204
 DH5204;                    North         East     Units Scale Factor Converg.
 DH5204;SPC WI S     -   209,800.478   583,967.439   MT  0.99996865   -0 08 13.5
 DH5204;SPC WI S     -   688,320.40  1,915,899.84   sFT  0.99996865   -0 08 13.5
 DH5204;UTM  15      - 4,863,284.462   724,949.872   MT  1.00022243   +1 56 32.1
 DH5204
 DH5204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5204!SPC WI S     -   0.99996294  x   0.99996865  =   0.99993159
 DH5204!UTM  15      -   0.99996294  x   1.00022243  =   1.00018536
 DH5204
 DH5204                          SUPERSEDED SURVEY CONTROL
 DH5204
 DH5204.No superseded survey control is available for this station.
 DH5204
 DH5204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ2495063284(NAD 83)
 DH5204_MARKER: DD = SURVEY DISK
 DH5204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5204_STAMPING: FOUNTAIN N GPS 2004
 DH5204_MARK LOGO: WIDT  
 DH5204_PROJECTION: FLUSH
 DH5204_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5204+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH5204
 DH5204  HISTORY     - Date     Condition        Report By
 DH5204  HISTORY     - 2003     MONUMENTED       WIDT
 DH5204  HISTORY     - 20051228 GOOD             WIDT
 DH5204
 DH5204                          STATION DESCRIPTION
 DH5204
 DH5204'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5204'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH5204'STATION FROM THE  JUNCTION OF US HIGHWAY 12 AND STATE HIGHWAY 16
 DH5204'(STATE STREET) WITH COUNTY HIGHWAY M IN  THE CITY OF NEW LISBON, GO
 DH5204'WEST THEN NORTHWEST ON US HIGHWAY 12 AND STATE HIGHWAY 16  (STATE
 DH5204'STREET) FOR 1.3 MI TO THE STATION ON THE RIGHT.  THE STATION IS BRONZE
 DH5204'WISCONSIN  DEPARTMENT OF TRANSPORTATION GEODETIC CONTROL STATION DISK
 DH5204'SET IN THE TOP OF A 41-CM  DIAMETER CONCRETE POST ABOUT 1 M BELOW THE
 DH5204'HIGHWAY PAVEMENT.  THE STATION IS 18.4 M  NORTHEAST OF THE CENTERLINE
 DH5204'OF US HIGHWAY 12 AND STATE HIGHWAY 16, 43.1 M SOUTHEAST OF  THE TOP
 DH5204'CENTER OF A 80-CM DIAMETER CONCRETE CULVERT, 15.5 M NORTHWEST OF A
 DH5204'TELEPHONE  PEDESTAL --A2A3--, 3 M SOUTHWEST OF A CULTIVATED FIELD, 1.0
 DH5204'M SOUTHWEST OF AN ORANGE 4X4  PLASTIC WITNESS POST, 1.0 M EAST OF AN
 DH5204'ORANGE 4X4 PLASTIC WITNESS POST, AND 1.0 M NORTH  OF AN ORANGE 4X4
 DH5204'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH5204'OBSTRUCTIONS  EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH5204
 DH5204                          STATION RECOVERY (2005)
 DH5204
 DH5204'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5204'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1320 ***********************************************************************
 OM1320  DESIGNATION -  FOUNTAIN PRAIRIE E GPS
 OM1320  PID         -  OM1320
 OM1320  STATE/COUNTY-  WI/COLUMBIA
 OM1320  USGS QUAD   -  FALL RIVER (1980)
 OM1320
 OM1320                         *CURRENT SURVEY CONTROL
 OM1320  ___________________________________________________________________
 OM1320* NAD 83(1997)-  43 24 24.76124(N)    089 00 57.91022(W)     ADJUSTED  
 OM1320* NAVD 88     -                                                        
 OM1320  ___________________________________________________________________
 OM1320  X           -      79,696.989 (meters)                     COMP
 OM1320  Y           -  -4,640,500.116 (meters)                     COMP
 OM1320  Z           -   4,360,618.209 (meters)                     COMP
 OM1320  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 OM1320  ELLIP HEIGHT-         242.94  (meters)          (08/01/05) GPS OBS
 OM1320  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 OM1320
 OM1320  HORZ ORDER  -  FIRST
 OM1320  ELLP ORDER  -  SECOND    CLASS I
 OM1320
 OM1320.The horizontal coordinates were established by GPS observations
 OM1320.and adjusted by the WI DEPT OF TRANSP in August 2005..
 OM1320
 OM1320
 OM1320.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1320
 OM1320.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1320
 OM1320.The ellipsoidal height was determined by GPS observations
 OM1320.and is referenced to NAD 83.
 OM1320
 OM1320.The geoid height was determined by GEOID03.
 OM1320
 OM1320;                    North         East     Units Scale Factor Converg.
 OM1320;SPC WI S     -   156,760.805   679,690.651   MT  0.99993255   +0 40 33.8
 OM1320;SPC WI S     -   514,306.07  2,229,951.74   sFT  0.99993255   +0 40 33.8
 OM1320;UTM  16      - 4,807,973.529   336,758.660   MT  0.99992780   -1 23 08.6
 OM1320
 OM1320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1320!SPC WI S     -   0.99996190  x   0.99993255  =   0.99989446
 OM1320!UTM  16      -   0.99996190  x   0.99992780  =   0.99988971
 OM1320
 OM1320                          SUPERSEDED SURVEY CONTROL
 OM1320
 OM1320.No superseded survey control is available for this station.
 OM1320
 OM1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP3675907974(NAD 83)
 OM1320_MARKER: DD = SURVEY DISK
 OM1320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1320_SP_SET: CONCRETE POST
 OM1320_STAMPING: FOUNTAIN PRAIRIE E GPS 1992
 OM1320_MARK LOGO: WI-027
 OM1320_PROJECTION: FLUSH
 OM1320_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM1320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1320+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2003
 OM1320
 OM1320  HISTORY     - Date     Condition        Report By
 OM1320  HISTORY     - 1992     MONUMENTED       WI-027
 OM1320  HISTORY     - 19931122 GOOD             WIDT
 OM1320  HISTORY     - 20030807 GOOD             WIDT
 OM1320
 OM1320                          STATION DESCRIPTION
 OM1320
 OM1320'DESCRIBED BY WI DEPT OF TRANSP 1993
 OM1320'STATION IS PART OF GRAVITY DENSIFICATION PROJECT, LOCATED IN WIDOT
 OM1320'DODGE COUNTRY GRID REFERENCE I0, ABOUT 7.7 KM (4.80 MI) NORTH OF
 OM1320'COLUMBUS, 1.1 KM (0.70 MI) WEST OF THE DODGE-COLUMBIA COUNTY LINE, IN
 OM1320'THE NORTHEAST CORNER OF THE SOUTHWEST 1/4 OF SECTION 24, T11N, R12E,
 OM1320'IN A FILL SECTION ON HIGHWAY RIGHT-OF-WAY.  CONTACT DODGE COUNTY
 OM1320'SURVEYORS OFFICE AT 414-386-3770 CONCERNING STATION COORDINATES.
 OM1320'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY TRUNK HIGHWAY D
 OM1320'AND HEMLING ROAD, GO SOUTHWEST ON COUNTY TRUNK HIGHWAY D FOR 83 M
 OM1320'(272.3 FT) TO THE STATION ON THE RIGHT.
 OM1320'STATION IS A BRASS DISK IN TOP OF A 45 CM ROUND CONCRETE MONUMENT
 OM1320'FLUSH WITH THE GROUND.  IT IS 10.1 M (33.1 FT) WEST FROM THE CENTER
 OM1320'OF COUNTY TRUNK HIGHWAY D AND 0.5 M (1.6 FT) EAST FROM A WHITE
 OM1320'PLASTIC T-POST.
 OM1320
 OM1320                          STATION RECOVERY (2003)
 OM1320
 OM1320'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 OM1320'OWNERSHIP--COLUMBIA COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 OM1320'STATE  HIGHWAY 73 WITH COUNTY HIGHWAY D ABOUT 5 MI NORTH OF THE
 OM1320'VILLAGE OF COLUMBUS, GO WEST  ON COUNTY HIGHWAY D FOR 0.8 MI  HEMLING
 OM1320'ROAD ON THE RIGHT, CONTINUE WEST ON COUNTY  HIGHWAY D FOR 0.05 MI TO
 OM1320'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE  COLUMBIA COUNTY
 OM1320'GEODEDIC CONTROL MARKER DISK SET IN THE TOP OF A 45-CM DIAMETER
 OM1320'CONCRETE POST ABOUT 1 M BELOW THE HIGHWAY PAVEMENT.  THE STATION IS
 OM1320'10.1 M NORTH OF  THE CENTERLINE OF COUNTY HIGHWAY D, 81 M WEST OF THE
 OM1320'CENTERLINE OF HEMLING ROAD, 1 M  SOUTH OF A CULTIVATED FIELD, 0.5 M
 OM1320'SOUTH OF A WHITE PLASTIC WITNESS POST AND 1.0 M NORTH,  SOUTHEAST,
 OM1320'SOUTHWEST OF THREE ORANGE 4X4 PLASTIC WITNESS POSTS.  ---NOTE---THIS
 OM1320'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 OM1320'ABOVE THE  HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5549 ***********************************************************************
 DH5549  DESIGNATION -  FOUNTAIN PRAIRIE N GPS
 DH5549  PID         -  DH5549
 DH5549  STATE/COUNTY-  WI/COLUMBIA
 DH5549  USGS QUAD   -  FALL RIVER (1980)
 DH5549
 DH5549                         *CURRENT SURVEY CONTROL
 DH5549  ___________________________________________________________________
 DH5549* NAD 83(1997)-  43 27 26.28751(N)    089 06 02.92363(W)     ADJUSTED  
 DH5549* NAVD 88     -                                                        
 DH5549  ___________________________________________________________________
 DH5549  X           -      72,774.444 (meters)                     COMP
 DH5549  Y           -  -4,636,768.619 (meters)                     COMP
 DH5549  Z           -   4,364,693.089 (meters)                     COMP
 DH5549  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 DH5549  ELLIP HEIGHT-         252.38  (meters)          (08/01/05) GPS OBS
 DH5549  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 DH5549
 DH5549  HORZ ORDER  -  FIRST
 DH5549  ELLP ORDER  -  SECOND    CLASS I
 DH5549
 DH5549.The horizontal coordinates were established by GPS observations
 DH5549.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5549
 DH5549
 DH5549.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5549
 DH5549.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5549
 DH5549.The ellipsoidal height was determined by GPS observations
 DH5549.and is referenced to NAD 83.
 DH5549
 DH5549.The geoid height was determined by GEOID03.
 DH5549
 DH5549;                    North         East     Units Scale Factor Converg.
 DH5549;SPC WI S     -   162,284.780   672,768.272   MT  0.99993302   +0 37 04.2
 DH5549;SPC WI S     -   532,429.32  2,207,240.57   sFT  0.99993302   +0 37 04.2
 DH5549;UTM  16      - 4,813,743.103   330,039.507   MT  0.99995534   -1 26 43.1
 DH5549
 DH5549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5549!SPC WI S     -   0.99996042  x   0.99993302  =   0.99989345
 DH5549!UTM  16      -   0.99996042  x   0.99995534  =   0.99991577
 DH5549
 DH5549                          SUPERSEDED SURVEY CONTROL
 DH5549
 DH5549.No superseded survey control is available for this station.
 DH5549
 DH5549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP3004013743(NAD 83)
 DH5549_MARKER: DD = SURVEY DISK
 DH5549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5549_STAMPING: FOUNTAIN PRAIRIE N GPS 1994
 DH5549_MARK LOGO: WIDT  
 DH5549_PROJECTION: FLUSH
 DH5549_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5549+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2003
 DH5549
 DH5549  HISTORY     - Date     Condition        Report By
 DH5549  HISTORY     - 1994     MONUMENTED       WI-021
 DH5549  HISTORY     - 20030809 GOOD             WIDT
 DH5549
 DH5549                          STATION DESCRIPTION
 DH5549
 DH5549'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5549'OWNERSHIP--TOWN OF FOUNTAIN PRAIRIE.  TO REACH THE STATION FROM THE
 DH5549'JUNCTION OF  STATE HIGHWAY 16 WITH STATE HIGHWAY 146 ABOUT 5 MI
 DH5549'NORTHWEST OF THE VILLAGE OF  COLUMBUS, GO NORTH ON STATE HIGHWAY 146
 DH5549'FOR 4.5 MI TO SHADY LANE, CONTINUE NORTH  ON STATE HIGHWAY 146 FOR
 DH5549'0.25 MI TO PALMER ROAD, TURN LEFT ON PALMER ROAD AND GO WEST  FOR 0.25
 DH5549'MI TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DH5549'DEPARTMENT OF  TRANSPORTATION GEODEDIC CONTROL MARKER DISK SET IN THE
 DH5549'TOP OF A 45-CM DIAMETER  CONCRETE POST ABOUT LEVEL WITH THE ROAD
 DH5549'PAVEMENT.  THE STATION IS 8.0 M NORTH OF THE  CENTERLINE OF PALMER
 DH5549'ROAD, 0.75 MI EAST OF COUNTY HIGHWAY A, AND 1.3 M SOUTH  OF A WIRE
 DH5549'FENCE.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DH5549'HIGHER THAN  20 DEGREES ABOVE THE HORIZON, EXCEPT THE TREES TO THE
 DH5549'SOUTH EXTENDING TO 29 DEGREES  ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5548 ***********************************************************************
 DH5548  DESIGNATION -  FOUNTAIN PRAIRIE S GPS
 DH5548  PID         -  DH5548
 DH5548  STATE/COUNTY-  WI/COLUMBIA
 DH5548  USGS QUAD   -  FALL RIVER (1980)
 DH5548
 DH5548                         *CURRENT SURVEY CONTROL
 DH5548  ___________________________________________________________________
 DH5548* NAD 83(1997)-  43 23 09.64288(N)    089 05 00.42174(W)     ADJUSTED  
 DH5548* NAVD 88     -                                                        
 DH5548  ___________________________________________________________________
 DH5548  X           -      74,266.494 (meters)                     COMP
 DH5548  Y           -  -4,642,186.419 (meters)                     COMP
 DH5548  Z           -   4,358,936.710 (meters)                     COMP
 DH5548  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 DH5548  ELLIP HEIGHT-         247.37  (meters)          (08/01/05) GPS OBS
 DH5548  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 DH5548
 DH5548  HORZ ORDER  -  FIRST
 DH5548  ELLP ORDER  -  SECOND    CLASS I
 DH5548
 DH5548.The horizontal coordinates were established by GPS observations
 DH5548.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5548
 DH5548
 DH5548.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5548
 DH5548.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5548
 DH5548.The ellipsoidal height was determined by GPS observations
 DH5548.and is referenced to NAD 83.
 DH5548
 DH5548.The geoid height was determined by GEOID03.
 DH5548
 DH5548;                    North         East     Units Scale Factor Converg.
 DH5548;SPC WI S     -   154,380.682   674,260.284   MT  0.99993258   +0 37 47.2
 DH5548;SPC WI S     -   506,497.29  2,212,135.62   sFT  0.99993258   +0 37 47.2
 DH5548;UTM  16      - 4,805,790.275   331,246.154   MT  0.99995031   -1 25 53.3
 DH5548
 DH5548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5548!SPC WI S     -   0.99996121  x   0.99993258  =   0.99989379
 DH5548!UTM  16      -   0.99996121  x   0.99995031  =   0.99991152
 DH5548
 DH5548                          SUPERSEDED SURVEY CONTROL
 DH5548
 DH5548.No superseded survey control is available for this station.
 DH5548
 DH5548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP3124605790(NAD 83)
 DH5548_MARKER: DD = SURVEY DISK
 DH5548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5548_STAMPING: FOUNTAIN PRAIRIE S GPS 1994
 DH5548_MARK LOGO: WIDT  
 DH5548_PROJECTION: FLUSH
 DH5548_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5548+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2003
 DH5548
 DH5548  HISTORY     - Date     Condition        Report By
 DH5548  HISTORY     - 1994     MONUMENTED       WI-021
 DH5548  HISTORY     - 20030807 GOOD             WIDT
 DH5548
 DH5548                          STATION DESCRIPTION
 DH5548
 DH5548'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5548'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH5548'STATION FROM THE  JUNCTION OF STATE HIGHWAY 16 WITH STATE HIGHWAY 146
 DH5548'ABOUT 5 MI NORTHWEST OF THE  VILLAGE OF COLUMBIA, GO SOUTHEAST ON
 DH5548'STATE HIGHWAY 16 FOR 0.6 MI TO THE STATION ON  THE LEFT.  THE STATION
 DH5548'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODEDIC  CONTROL
 DH5548'MARKER DISK SET IN THE TOP OF A 45-CM DIAMETER CONCRETE POST ABOUT 0.5
 DH5548'M  BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 16.9 M NORTH OF THE
 DH5548'CENTERLINE OF STATE  HIGHWAY 16, 24.4 M EAST OF TELEPHONE PEDISTAL
 DH5548'--C3 15LP2--, 0.9 M SOUTH OF A WIRE FENCE, AND  0.7 M SOUTH OF A WHITE
 DH5548'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH5548'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5188 ***********************************************************************
 DH5188  DESIGNATION -  FOUNTAIN S GPS
 DH5188  PID         -  DH5188
 DH5188  STATE/COUNTY-  WI/JUNEAU
 DH5188  USGS QUAD   -  NEW LISBON SOUTH (1983)
 DH5188
 DH5188                         *CURRENT SURVEY CONTROL
 DH5188  ___________________________________________________________________
 DH5188* NAD 83(1997)-  43 49 26.55567(N)    090 13 41.29422(W)     ADJUSTED  
 DH5188* NAVD 88     -                                                        
 DH5188  ___________________________________________________________________
 DH5188  X           -     -18,352.877 (meters)                     COMP
 DH5188  Y           -  -4,609,228.289 (meters)                     COMP
 DH5188  Z           -   4,394,227.073 (meters)                     COMP
 DH5188  LAPLACE CORR-          -7.19  (seconds)                    DEFLEC99
 DH5188  ELLIP HEIGHT-         317.50  (meters)          (08/01/05) GPS OBS
 DH5188  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 DH5188
 DH5188  HORZ ORDER  -  FIRST
 DH5188  ELLP ORDER  -  SECOND    CLASS I
 DH5188
 DH5188.The horizontal coordinates were established by GPS observations
 DH5188.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5188
 DH5188
 DH5188.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5188
 DH5188.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5188
 DH5188.The ellipsoidal height was determined by GPS observations
 DH5188.and is referenced to NAD 83.
 DH5188
 DH5188.The geoid height was determined by GEOID03.
 DH5188
 DH5188;                    North         East     Units Scale Factor Converg.
 DH5188;SPC WI S     -   202,662.076   581,648.749   MT  0.99995974   -0 09 24.3
 DH5188;SPC WI S     -   664,900.49  1,908,292.60   sFT  0.99995974   -0 09 24.3
 DH5188;UTM  15      - 4,856,064.850   722,891.041   MT  1.00021109   +1 55 12.6
 DH5188
 DH5188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5188!SPC WI S     -   0.99995022  x   0.99995974  =   0.99990996
 DH5188!UTM  15      -   0.99995022  x   1.00021109  =   1.00016130
 DH5188
 DH5188                          SUPERSEDED SURVEY CONTROL
 DH5188
 DH5188.No superseded survey control is available for this station.
 DH5188
 DH5188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ2289156065(NAD 83)
 DH5188_MARKER: DD = SURVEY DISK
 DH5188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5188_STAMPING: FOUNTAIN S GPS 2004
 DH5188_MARK LOGO: WIDT  
 DH5188_PROJECTION: FLUSH
 DH5188_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5188+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5188
 DH5188  HISTORY     - Date     Condition        Report By
 DH5188  HISTORY     - 2003     MONUMENTED       WIDT
 DH5188
 DH5188                          STATION DESCRIPTION
 DH5188
 DH5188'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5188'OWNERSHIP--JUNEAU COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5188'STATE HIGHWAY 80  WITH COUNTY HIGHWAY S ABOUT 4 MI SOUTHWEST OF THE
 DH5188'CITY OF NEW LISBON, GO WEST ON  COUNTY HIGHWAY S FOR 1.0 MI TO THE
 DH5188'STATION ON THE RIGHT.  THE STATION IS A BRONZE  WISCONSIN DEPARTMENT
 DH5188'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN  THE TOP
 DH5188'OF A 41-CM DIAMETER CONCRETE POST ABOUT 2 M ABOVE THE HIGHWAY
 DH5188'PAVEMENT.  THE  STATION IS 12.9 M NORTH OF THE CENTERLINE OF COUNTY
 DH5188'HIGHWAY S, 43 M WEST OF THE  CENTERLINE OF A FIELD ENTRANCE, 2 M SOUTH
 DH5188'OF A CULTIVATED FIELD, 1.0 M SOUTH OF AN ORANGE  4X4 PLASTIC WITNESS
 DH5188'POST, 1.0 M NORTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS POST, AND 1.0
 DH5188'M NORTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS
 DH5188'STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DH5188'ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0107 ***********************************************************************
 OL0107  DESIGNATION -  FOX
 OL0107  PID         -  OL0107
 OL0107  STATE/COUNTY-  WI/MILWAUKEE
 OL0107  USGS QUAD   -  THIENSVILLE (1976)
 OL0107
 OL0107                         *CURRENT SURVEY CONTROL
 OL0107  ___________________________________________________________________
 OL0107* NAD 83(1991)-  43 10 02.72842(N)    087 53 07.66111(W)     ADJUSTED  
 OL0107* NAVD 88     -       209.374  (meters)     686.92   (feet)  ADJUSTED  
 OL0107  ___________________________________________________________________
 OL0107  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 OL0107  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 OL0107  DYNAMIC HT  -         209.322 (meters)     686.75  (feet)  COMP
 OL0107  MODELED GRAV-     980,365.7   (mgal)                       NAVD 88
 OL0107
 OL0107  HORZ ORDER  -  SECOND
 OL0107  VERT ORDER  -  FIRST     CLASS 0
 OL0107
 OL0107.The horizontal coordinates were established by classical geodetic methods
 OL0107.and adjusted by the National Geodetic Survey in November 1991..
 OL0107
 OL0107.The orthometric height was determined by differential leveling
 OL0107.and adjusted by the National Geodetic Survey in June 1991..
 OL0107
 OL0107.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0107
 OL0107.The geoid height was determined by GEOID03.
 OL0107
 OL0107.The dynamic height is computed by dividing the NAVD 88
 OL0107.geopotential number by the normal gravity value computed on the
 OL0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0107.degrees latitude (g = 980.6199 gals.).
 OL0107
 OL0107.The modeled gravity was interpolated from observed gravity values.
 OL0107
 OL0107;                    North         East     Units Scale Factor Converg.
 OL0107;SPC WI S     -   131,869.425   771,924.036   MT  0.99994083   +1 27 10.5
 OL0107;SPC WI S     -   432,641.61  2,532,554.11   sFT  0.99994083   +1 27 10.5
 OL0107;UTM  16      - 4,779,787.791   428,023.578   MT  0.99966373   -0 36 20.9
 OL0107
 OL0107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0107!SPC WI S     -   0.99997269  x   0.99994083  =   0.99991352
 OL0107!UTM  16      -   0.99997269  x   0.99966373  =   0.99963643
 OL0107
 OL0107:                Primary Azimuth Mark                     Grid Az
 OL0107:SPC WI S     -  FOX AZ MK                                051 24 26.7
 OL0107:UTM  16      -  FOX AZ MK                                053 27 58.1
 OL0107
 OL0107|---------------------------------------------------------------------|
 OL0107| PID    Reference Object                     Distance      Geod. Az  |
 OL0107|                                                           dddmmss.s |
 OL0107| OL0104 FOX AZ MK                                          0525137.2 |
 OL0107| OL0106 FOX RM 1                             29.368 METERS 08047     |
 OL0107| OL0395 SHOREWOOD ST ROBERTS CATH CH        APPROX. 8.6 KM 1775058.6 |
 OL0107| OL0418 SHOREWOOD                           APPROX. 8.5 KM 1790152.7 |
 OL0107| OL0402 GLENDALE RADIO STA WMIL MAST        APPROX. 6.8 KM 2035145.2 |
 OL0107| OL0435 WHITEFISH BAY MUNICIPAL TANK        APPROX. 4.5 KM 2083405.9 |
 OL0107| OL0429 MILWAUKEE AMER CAN CO E STACK       APPROX. 6.7 KM 2292706.8 |
 OL0107| OL0105 FOX RM 2                             26.551 METERS 35501     |
 OL0107|---------------------------------------------------------------------|
 OL0107
 OL0107                          SUPERSEDED SURVEY CONTROL
 OL0107
 OL0107  NAD 83(1986)-  43 10 02.71679(N)    087 53 07.67059(W) AD(       ) 2
 OL0107  NAD 27      -  43 10 02.67900(N)    087 53 07.35100(W) AD(       ) 2
 OL0107  NGVD 29 (??/??/92)  209.44   (m)          687.1    (f) COMPUTED    1 0
 OL0107
 OL0107.Superseded values are not recommended for survey control.
 OL0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0107.See file dsdata.txt to determine how the superseded data were derived.
 OL0107
 OL0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2802479788(NAD 83)
 OL0107_MARKER: DS = TRIANGULATION STATION DISK
 OL0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OL0107_STAMPING: FOX 1953
 OL0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0107+STABILITY: SURFACE MOTION
 OL0107_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0107+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2006
 OL0107
 OL0107  HISTORY     - Date     Condition        Report By
 OL0107  HISTORY     - 1953     MONUMENTED       CGS
 OL0107  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OL0107  HISTORY     - 1972     SEE DESCRIPTION  NGS
 OL0107  HISTORY     - 1972     GOOD             NGS
 OL0107  HISTORY     - 1988     GOOD             USPSQD
 OL0107  HISTORY     - 19961116 GOOD             USPSQD
 OL0107  HISTORY     - 20060618 GOOD             USPSQD
 OL0107
 OL0107                          STATION DESCRIPTION
 OL0107
 OL0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OL0107'STATION IS LOCATED IN THE SOUTHWEST CORNER OF THE DOCTORS PARK IN FOX
 OL0107'POINT.  IT IS 69 FEET EAST OF
 OL0107'THE CENTER OF FOX LANE, 63 FEET NORTHEAST OF THE CORNER OF A STEEL
 OL0107'MESH FENCE AND 19 FEET NORTH OF A 16
 OL0107'INCH SPRUCE TREE.  THE MARK IS FLUSH AND THE DISK
 OL0107'STAMPED FOX 1953.
 OL0107'
 OL0107'REFERENCE MARK NO. 1 IS 4 FEET NORTH OF AN 8 INCH ASH TREE.  THE MARK
 OL0107'IS FLUSH AND THE DISK IS
 OL0107'STAMPED FOX NO 1 1953.
 OL0107'
 OL0107'REFERENCE MARK NO. 2 IS 75 FEET EAST OF THE CENTER OF FOX LANE AND
 OL0107'ABOUT 4 FEET SOUTHEAST OF A
 OL0107'CLUMP OF SHRUBBERY.  THE MARK IS FLUSH AND THE DISK IS STAMPED FOX NO
 OL0107'2 1953.
 OL0107'
 OL0107'AZIMUTH MARK IS 75 FEET SOUTHEST OF THE SOUTHEAST CORNER OF A FRAME
 OL0107'BUILDING, 30 FEET SOUTH OF
 OL0107'THE SOUTH SIDE OF A CIRCULAR DRIVE AND 8 FEET EAST OF A 12 INCH HORSE
 OL0107'CHESTNUT TREE.  THE MARK IS
 OL0107'FLUSH AND THE DISK IS STAMPED FOX 1953.
 OL0107'
 OL0107'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORHEAST ACROSS A
 OL0107'LARGE LAWN FOR 0.15 MILE TO
 OL0107'A DRIVEWAY AND BUILDING AND THE MARK AS DESCRIBED.
 OL0107'
 OL0107'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 OL0107
 OL0107                          STATION RECOVERY (1971)
 OL0107
 OL0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JGR)
 OL0107'THIS STATION WAS NOT OCCUPIED THIS SEASON.
 OL0107'
 OL0107'RECOVERED AS DESCRIBED IN 1953 DESCRIPTION.
 OL0107
 OL0107                          STATION RECOVERY (1972)
 OL0107
 OL0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RRG)
 OL0107'THE STATION, RM 1 AND 2 WERE ALL RECOVERED AND IN GOOD CONDITION.
 OL0107'
 OL0107'THE TO REACH AS IN QUAD 430873- STATION 1004, DATED MAY 1964 IS
 OL0107'ADEQUATE FOR
 OL0107'RECOVERY.
 OL0107'
 OL0107'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION AND A NEW
 OL0107'DESCRIPTION
 OL0107'FOLLOWS.  ABOUT 0.15 MILES EAST ALONG A PARK ROAD
 OL0107'FROM THE ENTRANCE TO DOCTORS
 OL0107'PARK ON FOX LANE, AT PICINIC AREA 3,
 OL0107'149 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 OL0107'CONCRETE BLOCK
 OL0107'BUILDING WITH STONE FRONT, 42 FEET SOUTHWEST OF THE CENTER LINE OF
 OL0107'A CIRCLE DRIVE,
 OL0107'22-1/2 FEET SOUTHEAST OF A POWER LINE POLE, 7-1/2
 OL0107'FEET SOUTHEAST OF A 15 INCH HORSE
 OL0107'CHESTNUT TREE, SET IN THE
 OL0107'TOP OF A CONCRETE POST FLUSH WITH THE LEVEL OF THE
 OL0107'GROUND.
 OL0107'
 OL0107'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT FOX POINT
 OL0107
 OL0107                          STATION RECOVERY (1972)
 OL0107
 OL0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 OL0107'2.4 MI NE FROM FOX POINT.
 OL0107'ABOUT 1.5 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OL0107'FROM THE MUNICIPAL BUILDING AT FOX POINT, THENCE 0.75 MILE EAST
 OL0107'ALONG DEAN ROAD, THENCE 0.15 MILE SOUTH ALONG FOX LANE, IN THE
 OL0107'SOUTHWEST PORTION OF DOCTORS PARK, 69 1/2 FEET EAST OF THE CENTER
 OL0107'LINE OF FOX LANE, 63 FEET NORTHEAST OF THE NORTHWEST CORNER OF A
 OL0107'CHAIN LINK FENCE AROUND A SMALL CEMETERY, 45.7 FEET NORTH OF A CHAIN
 OL0107'LINK FENCE, 1 FOOT ABOVE THE LEVEL OF FOX LANE AND SET IN THE
 OL0107'TOP OF A CONCRETE POST FLUSH WITH THE LEVEL OF THE GROUND.  SECTION
 OL0107'10, T 8N, R 22E
 OL0107
 OL0107                          STATION RECOVERY (1988)
 OL0107
 OL0107'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCB)
 OL0107'RECOVERED IN GOOD CONDITION.
 OL0107
 OL0107                          STATION RECOVERY (1996)
 OL0107
 OL0107'RECOVERY NOTE BY US POWER SQUADRON 1996
 OL0107'RECOVERED IN GOOD CONDITION.
 OL0107
 OL0107                          STATION RECOVERY (2006)
 OL0107
 OL0107'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRB)
 OL0107'THE STATION, REFERENCE MARK 1, AND THE AZIMUTH MARK WERE RECOVERED IN
 OL0107'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0103 ***********************************************************************
 QM0103  DESIGNATION -  FOX
 QM0103  PID         -  QM0103
 QM0103  STATE/COUNTY-  WI/OCONTO
 QM0103  USGS QUAD   -  SHADOW LAKE (1973)
 QM0103
 QM0103                         *CURRENT SURVEY CONTROL
 QM0103  ___________________________________________________________________
 QM0103* NAD 83(1991)-  45 14 38.36789(N)    088 30 20.03029(W)     ADJUSTED  
 QM0103* NAVD 88     -       353.904  (meters)    1161.10   (feet)  ADJUSTED  
 QM0103  ___________________________________________________________________
 QM0103  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 QM0103  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 QM0103  DYNAMIC HT  -         353.865 (meters)    1160.97  (feet)  COMP
 QM0103  MODELED GRAV-     980,497.3   (mgal)                       NAVD 88
 QM0103
 QM0103  HORZ ORDER  -  FIRST
 QM0103  VERT ORDER  -  FIRST     CLASS II
 QM0103
 QM0103.The horizontal coordinates were established by classical geodetic methods
 QM0103.and adjusted by the National Geodetic Survey in November 1991..
 QM0103
 QM0103.The orthometric height was determined by differential leveling
 QM0103.and adjusted by the National Geodetic Survey in June 1991..
 QM0103
 QM0103.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0103
 QM0103.The geoid height was determined by GEOID03.
 QM0103
 QM0103.The dynamic height is computed by dividing the NAVD 88
 QM0103.geopotential number by the normal gravity value computed on the
 QM0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0103.degrees latitude (g = 980.6199 gals.).
 QM0103
 QM0103.The modeled gravity was interpolated from observed gravity values.
 QM0103
 QM0103;                    North         East     Units Scale Factor Converg.
 QM0103;SPC WI C     -   157,833.089   717,319.218   MT  0.99996129   +1 03 16.0
 QM0103;SPC WI C     -   517,824.06  2,353,404.80   sFT  0.99996129   +1 03 16.0
 QM0103;UTM  16      - 5,011,157.805   381,843.323   MT  0.99977166   -1 04 09.3
 QM0103
 QM0103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0103!SPC WI C     -   0.99995008  x   0.99996129  =   0.99991137
 QM0103!UTM  16      -   0.99995008  x   0.99977166  =   0.99972175
 QM0103
 QM0103:                Primary Azimuth Mark                     Grid Az
 QM0103:SPC WI C     -  HOLT                                     203 10 38.5
 QM0103:UTM  16      -  HOLT                                     205 18 03.8
 QM0103
 QM0103|---------------------------------------------------------------------|
 QM0103| PID    Reference Object                     Distance      Geod. Az  |
 QM0103|                                                           dddmmss.s |
 QM0103| QM0104 HOLT                                APPROX. 1.2 KM 2041354.5 |
 QM0103| QM0102 MEQUON                              238.453 METERS 35625     |
 QM0103|---------------------------------------------------------------------|
 QM0103
 QM0103                          SUPERSEDED SURVEY CONTROL
 QM0103
 QM0103  NAD 83(1986)-  45 14 38.37485(N)    088 30 20.05484(W) AD(       ) 1
 QM0103  NAD 27      -  45 14 38.48500(N)    088 30 19.67800(W) AD(       ) 1
 QM0103  NGVD 29 (??/??/92)  353.901  (m)         1161.09   (f) ADJ UNCH    1 2
 QM0103
 QM0103.Superseded values are not recommended for survey control.
 QM0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0103.See file dsdata.txt to determine how the superseded data were derived.
 QM0103
 QM0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8184311158(NAD 83)
 QM0103_MARKER: DS = TRIANGULATION STATION DISK
 QM0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0103
 QM0103  HISTORY     - Date     Condition        Report By
 QM0103  HISTORY     - 1921     MONUMENTED       CGS
 QM0103  HISTORY     - 1922     GOOD             NGS
 QM0103  HISTORY     - 1934     GOOD             NGS
 QM0103  HISTORY     - 1973     MARK NOT FOUND   USGS
 QM0103  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0103
 QM0103                          STATION DESCRIPTION
 QM0103
 QM0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0103'STATION IS ABOUT 4-5/8 MILES N OF MOUNTAIN, 55 METERS SE OF
 QM0103'WHISTLEBOARD FOR S BOUND TRAINS FOR FIRST ROAD CROSSING N OF
 QM0103'HOLTS SPUR FLAGSTOP, 11.47 METERS (37.64 FEET) E OF THE E RAIL
 QM0103'OF THE CHICAGO AND NORTHWESTERN RAILWAY.
 QM0103'
 QM0103'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 QM0103'DISKS SET IN CONCRETE.
 QM0103'
 QM0103'THE UNDERGROUND MARK IS 36 INCHES DEEP.
 QM0103
 QM0103                          STATION RECOVERY (1922)
 QM0103
 QM0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 QM0103'4.5 MI S FROM LAKEWOOD.
 QM0103'ABOUT 4-7/8 MILES NORTH OF MOUNTAIN, 55 METERS SOUTHEAST OF
 QM0103'WHISTLE-BOARD FOR SOUTH BOUND TRAINS FOR FIRST ROAD CROSSING
 QM0103'NORTH OF HOLTS SPUR FLAG-STOP, 11.47 METERS (37.64 FEET) EAST OF
 QM0103'THE EAST RAIL OF THE C. AND N.W. RY.
 QM0103
 QM0103                          STATION RECOVERY (1934)
 QM0103
 QM0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QM0103'RECOVERED IN GOOD CONDITION.
 QM0103
 QM0103                          STATION RECOVERY (1973)
 QM0103
 QM0103'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (RLJ)
 QM0103'A THOROUGH SEARCH WAS CONDUCTED BUT POST WAS NOT RECOVERED.
 QM0103'MARK IS PROBABLY IN GOOD CONDITION BUT POINTS USED FOR
 QM0103'DESCRIPTIONS ARE GONE MAKING IT DIFFICULT TO PIN DOWN EXACT
 QM0103'LOCATION.
 QM0103
 QM0103                          STATION RECOVERY (1985)
 QM0103
 QM0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0104 ***********************************************************************
 OL0104  DESIGNATION -  FOX AZ MK
 OL0104  PID         -  OL0104
 OL0104  STATE/COUNTY-  WI/MILWAUKEE
 OL0104  USGS QUAD   -  THIENSVILLE (1976)
 OL0104
 OL0104                         *CURRENT SURVEY CONTROL
 OL0104  ___________________________________________________________________
 OL0104* NAD 83(1986)-  43 10 08.     (N)    087 53 00.     (W)     SCALED    
 OL0104* NAVD 88     -       207.420  (meters)     680.51   (feet)  ADJUSTED  
 OL0104  ___________________________________________________________________
 OL0104  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 OL0104  DYNAMIC HT  -         207.368 (meters)     680.34  (feet)  COMP
 OL0104  MODELED GRAV-     980,365.8   (mgal)                       NAVD 88
 OL0104
 OL0104  VERT ORDER  -  FIRST     CLASS 0
 OL0104
 OL0104.The horizontal coordinates were scaled from a topographic map and have
 OL0104.an estimated accuracy of +/- 6 seconds.
 OL0104
 OL0104.The orthometric height was determined by differential leveling
 OL0104.and adjusted by the National Geodetic Survey in June 1991..
 OL0104
 OL0104.The geoid height was determined by GEOID03.
 OL0104
 OL0104.The dynamic height is computed by dividing the NAVD 88
 OL0104.geopotential number by the normal gravity value computed on the
 OL0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0104.degrees latitude (g = 980.6199 gals.).
 OL0104
 OL0104.The modeled gravity was interpolated from observed gravity values.
 OL0104
 OL0104;                    North         East    Units  Estimated Accuracy
 OL0104;SPC WI S     -   132,040.      772,090.      MT  (+/- 180 meters Scaled)
 OL0104
 OL0104                          SUPERSEDED SURVEY CONTROL
 OL0104
 OL0104  NGVD 29 (??/??/92)  207.49   (m)          680.7    (f) COMPUTED    1 0
 OL0104
 OL0104.Superseded values are not recommended for survey control.
 OL0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0104.See file dsdata.txt to determine how the superseded data were derived.
 OL0104
 OL0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN281799(NAD 83)
 OL0104_MARKER: DZ = AZIMUTH MARK DISK
 OL0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OL0104_STAMPING: FOX 1953
 OL0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0104+STABILITY: SURFACE MOTION
 OL0104_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0104+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2006
 OL0104
 OL0104  HISTORY     - Date     Condition        Report By
 OL0104  HISTORY     - 1953     MONUMENTED       CGS
 OL0104  HISTORY     - 1972     GOOD             NGS
 OL0104  HISTORY     - 19961116 GOOD             USPSQD
 OL0104  HISTORY     - 20020925 GOOD             USPSQD
 OL0104  HISTORY     - 20060618 GOOD             USPSQD
 OL0104
 OL0104                          STATION DESCRIPTION
 OL0104
 OL0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0104'2.4 MI NE FROM FOX POINT.
 OL0104'ABOUT 1.5 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OL0104'FROM THE MUNICIPAL BUILDING AT FOX POINT, THENCE 0.75 MILE EAST
 OL0104'ALONG DEAN ROAD, THENCE 0.15 MILE EAST ALONG A PARK ROAD THRU
 OL0104'DOCTORS PARK, AT PICNIC AREA NUMBER 3, 149 FEET SOUTHWEST OF THE
 OL0104'SOUTHWEST CORNER OF A CONCRETE BLOCK BUILDING WITH STONE FRONT,
 OL0104'42 FEET SOUTHWEST OF THE CENTER LINE OF A CIRCLE DRIVE, 22 1/2 FEET
 OL0104'SOUTHEAST OF A POWER LINE POLE, 7 1/2 FEET SOUTHEAST OF A 15 INCH
 OL0104'HORSE CHESTNUT TREE, SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 OL0104'THE LEVEL OF THE GROUND.  SECTION 10, T 8N, R 22E
 OL0104
 OL0104                          STATION RECOVERY (1996)
 OL0104
 OL0104'RECOVERY NOTE BY US POWER SQUADRON 1996
 OL0104'RECOVERED IN GOOD CONDITION.
 OL0104
 OL0104                          STATION RECOVERY (2002)
 OL0104
 OL0104'RECOVERY NOTE BY US POWER SQUADRON 2002 (JG)
 OL0104'RECOVERED IN GOOD CONDITION.  STATION STAMPED FOX 1953.
 OL0104
 OL0104                          STATION RECOVERY (2006)
 OL0104
 OL0104'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRB)
 OL0104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC9051 ***********************************************************************
 AC9051  DESIGNATION -  FOX CREEK
 AC9051  PID         -  AC9051
 AC9051  STATE/COUNTY-  WI/POLK
 AC9051  USGS QUAD   -  BIG ROUND LAKE (1983)
 AC9051
 AC9051                         *CURRENT SURVEY CONTROL
 AC9051  ___________________________________________________________________
 AC9051* NAD 83(1997)-  45 30 10.71778(N)    092 17 03.11557(W)     ADJUSTED  
 AC9051* NAVD 88     -       361.7    (meters)    1187.     (feet)  GPS OBS   
 AC9051  ___________________________________________________________________
 AC9051  X           -    -178,481.161 (meters)                     COMP
 AC9051  Y           -  -4,474,566.358 (meters)                     COMP
 AC9051  Z           -   4,526,938.645 (meters)                     COMP
 AC9051  LAPLACE CORR-         -15.38  (seconds)                    DEFLEC99
 AC9051  ELLIP HEIGHT-         333.00  (meters)          (09/30/02) GPS OBS
 AC9051  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 AC9051
 AC9051  HORZ ORDER  -  FIRST
 AC9051  ELLP ORDER  -  SECOND    CLASS I
 AC9051
 AC9051.The horizontal coordinates were established by GPS observations
 AC9051.and adjusted by the National Geodetic Survey in September 2002..
 AC9051
 AC9051.The orthometric height was determined by GPS observations and a
 AC9051.high-resolution geoid model.
 AC9051
 AC9051.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9051
 AC9051.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9051
 AC9051.The ellipsoidal height was determined by GPS observations
 AC9051.and is referenced to NAD 83.
 AC9051
 AC9051.The geoid height was determined by GEOID03.
 AC9051
 AC9051;                    North         East     Units Scale Factor Converg.
 AC9051;SPC WI C     -   188,047.021   421,504.296   MT  1.00000057   -1 36 42.0
 AC9051;SPC WI C     -   616,950.93  1,382,885.34   sFT  1.00000057   -1 36 42.0
 AC9051;UTM  15      - 5,039,076.422   555,920.289   MT  0.99963845   +0 30 38.1
 AC9051
 AC9051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9051!SPC WI C     -   0.99994780  x   1.00000057  =   0.99994837
 AC9051!UTM  15      -   0.99994780  x   0.99963845  =   0.99958626
 AC9051
 AC9051                          SUPERSEDED SURVEY CONTROL
 AC9051
 AC9051  NAD 83(1991)-  45 30 10.71745(N)    092 17 03.11390(W) AD(       ) 1
 AC9051  ELLIP H (06/10/97)  333.02   (m)                       GP(       ) 2 1
 AC9051
 AC9051.Superseded values are not recommended for survey control.
 AC9051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9051.See file dsdata.txt to determine how the superseded data were derived.
 AC9051
 AC9051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL5592039076(NAD 83)
 AC9051_MARKER: DD = SURVEY DISK
 AC9051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9051_STAMPING: FOX CREEK 205
 AC9051_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC9051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9051+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2005
 AC9051
 AC9051  HISTORY     - Date     Condition        Report By
 AC9051  HISTORY     - 1995     MONUMENTED       WI-095
 AC9051  HISTORY     - 20051107 GOOD             WIDT
 AC9051
 AC9051                          STATION DESCRIPTION
 AC9051
 AC9051'DESCRIBED BY POLK COUNTY WISCONSIN 1995 (TEC)
 AC9051'THE STATION IS LOCATED 10 MI (16.1 KM) EAST OF VILLAGE OF MILLTOWN,
 AC9051'WISCONSIN IN GOVERNMENT LOT 9, SECTION 19, T.35N., R.15W., 4TH P.M.,
 AC9051'TOWN OF JOHNSTOWN, POLK COUNTY.  TO REACH THE STATION BEGIN AT THE
 AC9051'INTERSECTION OF STATE HIGHWAY 46 AND COUNTY TRUNK HIGHWAY G (TO THE
 AC9051'WEST) , GO EAST ALONG COUNTY TRUNK HIGHWAY G 12.75 MI (20.52 KM) TO
 AC9051'THE INTERSECTION OF COUNTY TRUNK HIGHWAY G AND COUNTY TRUNK HIGHWAY D
 AC9051'AND COUNTY TRUNK HIGHWAY E, GO NORTH ALONG COUNTY TRUNK HIGHWAY E 1.4
 AC9051'MI (2.3 KM) TO THE STATION.  THE STATION IS LOCATED 26 FEET (7.9 M)
 AC9051'EAST OF CENTERLINE OF COUNTY HIGHWAY E, 625 FEET (190.5 M) SOUTH OF
 AC9051'CENTERLINE OF CLARE LAKE DRIVE TO THE WEST.  THE STATION IS A BRASS
 AC9051'CAP, SET IN A 1.3 FOOT (0.4 M) DIAMETER BY 6 FOOT (1.8 M) DEEP
 AC9051'CONCRETE MONUMENT FLUSH WITH GROUND SURFACE.  A PLASTIC WITNESS POST
 AC9051'IS SET 2 FEET (0.6 M) FROM THE STATION.
 AC9051
 AC9051                          STATION RECOVERY (2005)
 AC9051
 AC9051'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AC9051'RECOVERED IN GOOD CONDITION.  ADD--THE STATION IS 62.1 M NORTH OF A
 AC9051'--JCT RUSTIC ROAD-- SIGN POST, 31.4 M SOUTHEAST OF POWER POLE --NB-05
 AC9051'4-35--, AND 1.0 M EAST, 1.0 M SOUTHWEST, AND 1.0 M NORTHWEST OF THREE
 AC9051'ORANGE 4X4 PLASTIC GUARD POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1338 ***********************************************************************
 OM1338  DESIGNATION -  FOX LAKE GPS
 OM1338  PID         -  OM1338
 OM1338  STATE/COUNTY-  WI/DODGE
 OM1338  USGS QUAD   -  BUCKHORN CORNER (1980)
 OM1338
 OM1338                         *CURRENT SURVEY CONTROL
 OM1338  ___________________________________________________________________
 OM1338* NAD 83(1997)-  43 34 30.71980(N)    088 51 24.20150(W)     ADJUSTED  
 OM1338* NAVD 88     -       301.     (meters)     988.     (feet)  SCALED    
 OM1338  ___________________________________________________________________
 OM1338  X           -      92,347.349 (meters)                     COMP
 OM1338  Y           -  -4,627,408.248 (meters)                     COMP
 OM1338  Z           -   4,374,201.560 (meters)                     COMP
 OM1338  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 OM1338  ELLIP HEIGHT-         265.63  (meters)          (08/01/05) GPS OBS
 OM1338  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 OM1338  OBS GRAVITY -     980,377.0   (mgal)                       GRAV_OBS
 OM1338
 OM1338  HORZ ORDER  -  FIRST
 OM1338  ELLP ORDER  -  SECOND    CLASS I
 OM1338
 OM1338.The horizontal coordinates were established by GPS observations
 OM1338.and adjusted by the WI DEPT OF TRANSP in August 2005..
 OM1338
 OM1338.The orthometric height was scaled from a topographic map.
 OM1338
 OM1338.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1338
 OM1338.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1338
 OM1338.The ellipsoidal height was determined by GPS observations
 OM1338.and is referenced to NAD 83.
 OM1338
 OM1338.The geoid height was determined by GEOID03.
 OM1338.The observed gravity was obtained from relative gravimeter ties
 OM1338.to the IGSN71 gravity network.
 OM1338
 OM1338;                    North         East     Units Scale Factor Converg.
 OM1338;SPC WI S     -   175,623.390   692,340.940   MT  0.99993714   +0 47 08.0
 OM1338;SPC WI S     -   576,191.07  2,271,455.23   sFT  0.99993714   +0 47 08.0
 OM1338;UTM  16      - 4,826,367.728   350,079.584   MT  0.99987647   -1 16 48.3
 OM1338
 OM1338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1338!SPC WI S     -   0.99995835  x   0.99993714  =   0.99989549
 OM1338!UTM  16      -   0.99995835  x   0.99987647  =   0.99983482
 OM1338
 OM1338                          SUPERSEDED SURVEY CONTROL
 OM1338
 OM1338.No superseded survey control is available for this station.
 OM1338
 OM1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5008026368(NAD 83)
 OM1338_MARKER: DD = SURVEY DISK
 OM1338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1338_SP_SET: CONCRETE POST
 OM1338_STAMPING: FOX LAKE GPS 1992
 OM1338_MARK LOGO: WI-027
 OM1338_PROJECTION: FLUSH
 OM1338_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM1338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1338+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2003
 OM1338
 OM1338  HISTORY     - Date     Condition        Report By
 OM1338  HISTORY     - 1992     MONUMENTED       WI-027
 OM1338  HISTORY     - 19931122 GOOD             WIDT
 OM1338  HISTORY     - 20030806 GOOD             WIDT
 OM1338
 OM1338                          STATION DESCRIPTION
 OM1338
 OM1338'DESCRIBED BY WI DEPT OF TRANSP 1993
 OM1338'STATION IS PART OF GRAVITY DENSIFICATION PROJECT, LOCATED IN WIDOT
 OM1338'DODGE COUNTY GRID REFERENCE C4, ABOUT 4.1 KM (2.55 MI) EAST-NORTHEAST
 OM1338'OF THE TOWN OF FOX LAKE, IN THE SOUTHEAST CORNER OF THE SOUTHWEST 1/4
 OM1338'OF SECTION 20, T13N, R14E, ON HIGHWAY RIGHT-OF-WAY.  CONTACT DODGE
 OM1338'COUNTY SURVEYORS OFFICE AT 414-386-3770 CONCERNING STATION
 OM1338'COORDINATES.
 OM1338'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 68 AND
 OM1338'LAUREL HILL ROAD, GO EAST ON LAUREL HILL ROAD FOR 1.1 KM (0.70 MI) TO
 OM1338'THE STATION ON THE LEFT.
 OM1338'STATION IS A BRASS DISK IN TOP OF A 45 CM ROUND CONCRETE MONUMENT
 OM1338'FLUSH WITH THE GROUND.  IT IS 8.5 M (27.9 FT) NORTH FROM THE CENTER
 OM1338'OF LAUREL HILL ROAD AND 0.4 M (1.3 FT) SOUTH FROM A WHITE PLASTIC
 OM1338'T-POST.
 OM1338
 OM1338                          STATION RECOVERY (2003)
 OM1338
 OM1338'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 OM1338'OWNERSHIP--TOWN OF TRENTON.  TO REACH THE STAION FROM THE JUNCTION OF
 OM1338'STATE HIGHWAY  68 WITH COUNTY HIGHWAY W ABOUT 5 MI NORTHEAST OF THE
 OM1338'CITY OF FOX LAKE, GO SOUTHWEST  ON STATE HIGHWAY 68 FOR 1.9 MI TO
 OM1338'LAKELAND ROAD, TURN LEFT ON LAKELAND ROAD AND GO  SOUTH FOR 0.4 MI TO
 OM1338'LAUREL HILL ROAD ON THE RIGHT, TURN RIGHT AND GO WEST ON LAUREL  HILL
 OM1338'ROAD FOR 0.05 MI TO THE STATION ON THE RIGHT.  THE STATION IS A DODGE
 OM1338'COUNTY GEODETIC  CONTROL MARKER DISK SET IN THE TOP OF A 45-CM
 OM1338'DIAMETER CONCRETE POST ABOUT LEVEL WITH  THE ROAD PAVEMENT.  THE
 OM1338'STATION IS 8.6 M NORTH OF THE CENTERLINE OF LAUREL HILL ROAD, 68  M
 OM1338'WEST OF THE EDGE OF PAVEMENT OF LAKELAND ROAD, 39.6 M NORTHWEST OF
 OM1338'POWER POLE  --13-14-29 24/52--, 1.0 M NORTH, SOUTHWEST, SOUTHEAST OF
 OM1338'THREE ORANGE 4X4 PLASTIC  WITNESS POSTS AND 1 M SOUTH OF A CULTIVATED
 OM1338'FIELD.  ---NOTE---THIS STATION AS NO VISIBLE  OBSTRUCTIONS EXTENDING
 OM1338'HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0955 ***********************************************************************
 OM0955  DESIGNATION -  FOX LAKE GREEN GIANT CO WTR TK
 OM0955  PID         -  OM0955
 OM0955  STATE/COUNTY-  WI/DODGE
 OM0955  USGS QUAD   -  FOX LAKE (1980)
 OM0955
 OM0955                         *CURRENT SURVEY CONTROL
 OM0955  ___________________________________________________________________
 OM0955* NAD 83(1991)-  43 33 29.93840(N)    088 54 32.24237(W)     ADJUSTED  
 OM0955* NAVD 88     -                                                        
 OM0955  ___________________________________________________________________
 OM0955  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 OM0955  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 OM0955
 OM0955  HORZ ORDER  -  THIRD
 OM0955
 OM0955.The horizontal coordinates were established by classical geodetic methods
 OM0955.and adjusted by the National Geodetic Survey in November 1991..
 OM0955
 OM0955
 OM0955.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0955
 OM0955.The geoid height was determined by GEOID03.
 OM0955
 OM0955;                    North         East     Units Scale Factor Converg.
 OM0955;SPC WI S     -   173,691.304   688,146.894   MT  0.99993629   +0 44 58.8
 OM0955;SPC WI S     -   569,852.22  2,257,695.27   sFT  0.99993629   +0 44 58.8
 OM0955;UTM  16      - 4,824,588.152   345,818.849   MT  0.99989241   -1 18 56.5
 OM0955
 OM0955                          SUPERSEDED SURVEY CONTROL
 OM0955
 OM0955  NAD 83(1986)-  43 33 29.93116(N)    088 54 32.24844(W) AD(       ) 4
 OM0955  NAD 27      -  43 33 29.97800(N)    088 54 31.85400(W) AD(       ) 3
 OM0955
 OM0955.Superseded values are not recommended for survey control.
 OM0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0955.See file dsdata.txt to determine how the superseded data were derived.
 OM0955
 OM0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4581924588(NAD 83)
 OM0955
 OM0955  HISTORY     - Date     Condition        Report By
 OM0955  HISTORY     - 1958     MONUMENTED       CGS
 OM0955  HISTORY     - 19950819 MARK NOT FOUND   USPSQD
 OM0955  HISTORY     - 20030816 MARK NOT FOUND   USPSQD
 OM0955
 OM0955                          STATION DESCRIPTION
 OM0955
 OM0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM0955'THE STATION IS THE CENTER OF THE BALL ATOP THE TANK LOCATED
 OM0955'IN THE WESTERN SECTION OF FOX LAKE, JUST WEST OF WASHINGTON
 OM0955'STREET.  THE TANK IS SUPPORTED BY A 4-LEGGED STEEL STRUCTURE.
 OM0955'THE TANK AND SUPPORTING STRUCTURE ARE PAINTED SILVER.  THE
 OM0955'HEIGHT IS 120 FEET.
 OM0955
 OM0955                          STATION RECOVERY (1995)
 OM0955
 OM0955'RECOVERY NOTE BY US POWER SQUADRON 1995
 OM0955'MARK NOT FOUND.
 OM0955
 OM0955                          STATION RECOVERY (2003)
 OM0955
 OM0955'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0955'NOT FOUND.  THE WATER TANK WAS TORN DOWN PRIOR TO 1990 ACCORDING TO A
 OM0955'HIGHWAY DEPARTMENT EMPLOYEE.  IT WAS SOUTH OF A TRUCKING WAREHOUSE AND
 OM0955'WEST OF THE HIGHWAY DEPARTMENT'S SHOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0957 ***********************************************************************
 OM0957  DESIGNATION -  FOX LAKE MUNICIPAL TANK
 OM0957  PID         -  OM0957
 OM0957  STATE/COUNTY-  WI/DODGE
 OM0957  USGS QUAD   -  FOX LAKE (1980)
 OM0957
 OM0957                         *CURRENT SURVEY CONTROL
 OM0957  ___________________________________________________________________
 OM0957* NAD 83(1991)-  43 33 52.82291(N)    088 54 36.95671(W)     ADJUSTED  
 OM0957* NAVD 88     -                                                        
 OM0957  ___________________________________________________________________
 OM0957  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 OM0957  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 OM0957
 OM0957  HORZ ORDER  -  THIRD
 OM0957
 OM0957.The horizontal coordinates were established by classical geodetic methods
 OM0957.and adjusted by the National Geodetic Survey in November 1991..
 OM0957
 OM0957
 OM0957.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0957
 OM0957.The geoid height was determined by GEOID03.
 OM0957
 OM0957;                    North         East     Units Scale Factor Converg.
 OM0957;SPC WI S     -   174,396.080   688,031.871   MT  0.99993660   +0 44 55.5
 OM0957;SPC WI S     -   572,164.47  2,257,317.90   sFT  0.99993660   +0 44 55.5
 OM0957;UTM  16      - 4,825,296.584   345,729.306   MT  0.99989275   -1 19 00.3
 OM0957
 OM0957                          SUPERSEDED SURVEY CONTROL
 OM0957
 OM0957  NAD 83(1986)-  43 33 52.81568(N)    088 54 36.96279(W) AD(       ) 4
 OM0957  NAD 27      -  43 33 52.86500(N)    088 54 36.56600(W) AD(       ) 3
 OM0957
 OM0957.Superseded values are not recommended for survey control.
 OM0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0957.See file dsdata.txt to determine how the superseded data were derived.
 OM0957
 OM0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4572925297(NAD 83)
 OM0957
 OM0957  HISTORY     - Date     Condition        Report By
 OM0957  HISTORY     - 1958     MONUMENTED       CGS
 OM0957  HISTORY     - 19950819 MARK NOT FOUND   USPSQD
 OM0957  HISTORY     - 20030816 MARK NOT FOUND   USPSQD
 OM0957
 OM0957                          STATION DESCRIPTION
 OM0957
 OM0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM0957'THE STATION IS THE CENTER OF THE TOP OF THE TANK LOCATED 1
 OM0957'1/2 BLOCKS SOUTH OF THE CENTRAL BUSINESS DISTRICT IN FOX LAKE.
 OM0957'THE TANK AND PUMP STATION ARE LOCATED AT 202 DAVIS STREET.
 OM0957'THE TANK IS SUPPORTED BY A 4 LEGGED STEEL STRUCTURE PAINTED
 OM0957'SILVER.  THE TANK IS PAINTED SILVER WITH THE NAME FOX LAKE
 OM0957'PAINTED IN BLACK LETTERS ON THE EAST AND WEST SIDES.  THE
 OM0957'OVERALL HEIGHT IS 125 FEET.
 OM0957
 OM0957                          STATION RECOVERY (1995)
 OM0957
 OM0957'RECOVERY NOTE BY US POWER SQUADRON 1995
 OM0957'MARK NOT FOUND.
 OM0957
 OM0957                          STATION RECOVERY (2003)
 OM0957
 OM0957'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0957'NOT FOUND.  A NEW TOWER WAS CONSTRUCTED AT THE SAME SITE IN 1992.  IT
 OM0957'IS LOCATED IN THE SOUTHEAST QUADRANT OF THE JUNCTION OF GREEN STREET
 OM0957'AND DAVIS STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1310 ***********************************************************************
 OM1310  DESIGNATION -  FOX LAKE N GPS
 OM1310  PID         -  OM1310
 OM1310  STATE/COUNTY-  WI/DODGE
 OM1310  USGS QUAD   -  MARKESAN (1980)
 OM1310
 OM1310                         *CURRENT SURVEY CONTROL
 OM1310  ___________________________________________________________________
 OM1310* NAD 83(1997)-  43 37 59.57737(N)    088 55 21.48811(W)     ADJUSTED  
 OM1310* NAVD 88     -       303.     (meters)     994.     (feet)  SCALED    
 OM1310  ___________________________________________________________________
 OM1310  X           -      86,940.365 (meters)                     COMP
 OM1310  Y           -  -4,623,067.951 (meters)                     COMP
 OM1310  Z           -   4,378,870.703 (meters)                     COMP
 OM1310  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 OM1310  ELLIP HEIGHT-         267.63  (meters)          (08/01/05) GPS OBS
 OM1310  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 OM1310  OBS GRAVITY -     980,393.0   (mgal)                       GRAV_OBS
 OM1310
 OM1310  HORZ ORDER  -  FIRST
 OM1310  ELLP ORDER  -  SECOND    CLASS I
 OM1310
 OM1310.The horizontal coordinates were established by GPS observations
 OM1310.and adjusted by the WI DEPT OF TRANSP in August 2005..
 OM1310
 OM1310.The orthometric height was scaled from a topographic map.
 OM1310
 OM1310.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1310
 OM1310.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1310
 OM1310.The ellipsoidal height was determined by GPS observations
 OM1310.and is referenced to NAD 83.
 OM1310
 OM1310.The geoid height was determined by GEOID03.
 OM1310.The observed gravity was obtained from relative gravimeter ties
 OM1310.to the IGSN71 gravity network.
 OM1310
 OM1310;                    North         East     Units Scale Factor Converg.
 OM1310;SPC WI S     -   181,997.411   686,934.274   MT  0.99994072   +0 44 24.9
 OM1310;SPC WI S     -   597,103.17  2,253,716.86   sFT  0.99994072   +0 44 24.9
 OM1310;UTM  16      - 4,832,932.211   344,906.541   MT  0.99989587   -1 19 37.0
 OM1310
 OM1310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1310!SPC WI S     -   0.99995803  x   0.99994072  =   0.99989876
 OM1310!UTM  16      -   0.99995803  x   0.99989587  =   0.99985391
 OM1310
 OM1310                          SUPERSEDED SURVEY CONTROL
 OM1310
 OM1310.No superseded survey control is available for this station.
 OM1310
 OM1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4490732932(NAD 83)
 OM1310_MARKER: DD = SURVEY DISK
 OM1310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1310_SP_SET: CONCRETE POST
 OM1310_STAMPING: FOX LAKE N GPS 1992
 OM1310_MARK LOGO: WI-027
 OM1310_PROJECTION: PROJECTING 6 CENTIMETERS
 OM1310_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM1310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1310+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2003
 OM1310
 OM1310  HISTORY     - Date     Condition        Report By
 OM1310  HISTORY     - 1992     MONUMENTED       WI-027
 OM1310  HISTORY     - 19931122 GOOD             WIDT
 OM1310  HISTORY     - 20030806 GOOD             WIDT
 OM1310
 OM1310                          STATION DESCRIPTION
 OM1310
 OM1310'DESCRIBED BY WI DEPT OF TRANSP 1993
 OM1310'STATION IS PART OF GRAVITY NETWORK DENSIFICATION PROJECT, LOCATED IN
 OM1310'WIDOT DODGE COUNTY GRID REFERENCE A3, ABOUT 7.8 KM (4.85 MI) NORTH OF
 OM1310'THE CITY OF FOX LAKE, ON THE DODGE-GREEN LAKE COUNTY LINE, IN THE
 OM1310'NORTHWEST CORNER OF THE NORTHWEST 1/4 OF SECTION 02, T13N, R13E, ON
 OM1310'HIGHWAY RIGHT-OF-WAY.  CONTACT DODGE COUNTY SURVEYORS OFFICE AT
 OM1310'414-386-3770 FOR INFORMATION CONCERNING STATION COORDINATES.
 OM1310'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY TRUNK HIGHWAY AW
 OM1310'AND NORTH PARISH ROAD, GO EAST ON COUNTY TRUNK HIGHWAY AW FOR 3.2 KM
 OM1310'(2.00 MI) TO THE STATION ON THE RIGHT.
 OM1310'STATION IS A BRASS DISK IN TOP OF A 45 CM ROUND CONCRETE MONUMENT
 OM1310'FLUSH WITH THE GROUND. IT IS 11.9 M (39.0 FT) SOUTH FROM THE CENTER
 OM1310'OF COUNTY TRUNK HIGHWAY AW, 51.8 M (169.9 FT) EAST FROM A FIELD
 OM1310'ENTRANCE SOUTH AND 0.3 M (1.0 FT) NORTHEAST FROM A WHITE PLASTIC
 OM1310'T-POST.
 OM1310
 OM1310                          STATION RECOVERY (2003)
 OM1310
 OM1310'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 OM1310'OWNERSHIP--DODGE COUNTY.  TO REACH THE STATION FROM THE JUNCTON OF
 OM1310'STATE HIGHWAY 73  WITH COUNTY HIGHWAY AW ABOUT 5 MI SOUTH OF MARKESAN,
 OM1310'GO EAST ON COUNTY HIGHWAY AW  FOR 4.6 MI TO NORTH PARISH ROAD ON THE
 OM1310'RIGHT, CONTINUE EAST ON COUNT HIGHWAY AW FOR  0.15 MI TO THE STATION
 OM1310'ON THE RIGHT.  ---NOTE---POWER LINES DIRECTLY OVERHEAD.  THE STATION
 OM1310'IS A DODGE COUNTY GEODETIC CONTROL MARKER SET IN THE TOP OF A 45-CM
 OM1310'DIAMETER CONCRETE  POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 OM1310'STATION IS 12.2 M SOUTH OF THE  CENTERLINE OF COUNTY HIGHWAY AW, 56 M
 OM1310'WEST OF POWER POLE --13-13-2 10/50--, 12.5 M EAST OF  POWER POLE
 OM1310'--13-13-2 8/50, 1 M NORTH OF A CULTIVATED FIELD, AND 1.0 M SOUTH,
 OM1310'NORTHWEST,  NORTHEAST OF THREE ORANGE 4X4 PLASTIC WITNESS POSTS.
 OM1310'---NOTE2---THIS STATION HAS NO  VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 OM1310'THAN  15 DEGREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1312 ***********************************************************************
 OM1312  DESIGNATION -  FOX LAKE S GPS
 OM1312  PID         -  OM1312
 OM1312  STATE/COUNTY-  WI/DODGE
 OM1312  USGS QUAD   -  FOX LAKE (1980)
 OM1312
 OM1312                         *CURRENT SURVEY CONTROL
 OM1312  ___________________________________________________________________
 OM1312* NAD 83(1997)-  43 32 53.79273(N)    088 55 31.22286(W)     ADJUSTED  
 OM1312* NAVD 88     -       273.     (meters)     896.     (feet)  SCALED    
 OM1312  ___________________________________________________________________
 OM1312  X           -      86,843.822 (meters)                     COMP
 OM1312  Y           -  -4,629,556.783 (meters)                     COMP
 OM1312  Z           -   4,372,014.875 (meters)                     COMP
 OM1312  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 OM1312  ELLIP HEIGHT-         238.13  (meters)          (08/01/05) GPS OBS
 OM1312  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 OM1312  OBS GRAVITY -     980,379.7   (mgal)                       GRAV_OBS
 OM1312
 OM1312  HORZ ORDER  -  FIRST
 OM1312  ELLP ORDER  -  SECOND    CLASS I
 OM1312
 OM1312.The horizontal coordinates were established by GPS observations
 OM1312.and adjusted by the WI DEPT OF TRANSP in August 2005..
 OM1312
 OM1312.The orthometric height was scaled from a topographic map.
 OM1312
 OM1312.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1312
 OM1312.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1312
 OM1312.The ellipsoidal height was determined by GPS observations
 OM1312.and is referenced to NAD 83.
 OM1312
 OM1312.The geoid height was determined by GEOID03.
 OM1312.The observed gravity was obtained from relative gravimeter ties
 OM1312.to the IGSN71 gravity network.
 OM1312
 OM1312;                    North         East     Units Scale Factor Converg.
 OM1312;SPC WI S     -   172,558.748   686,837.700   MT  0.99993583   +0 44 18.2
 OM1312;SPC WI S     -   566,136.49  2,253,400.02   sFT  0.99993583   +0 44 18.2
 OM1312;UTM  16      - 4,823,503.557   344,469.747   MT  0.99989755   -1 19 36.3
 OM1312
 OM1312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1312!SPC WI S     -   0.99996266  x   0.99993583  =   0.99989849
 OM1312!UTM  16      -   0.99996266  x   0.99989755  =   0.99986021
 OM1312
 OM1312                          SUPERSEDED SURVEY CONTROL
 OM1312
 OM1312.No superseded survey control is available for this station.
 OM1312
 OM1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4447023504(NAD 83)
 OM1312_MARKER: DD = SURVEY DISK
 OM1312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1312_SP_SET: CONCRETE POST
 OM1312_STAMPING: FOX LAKE S GPS 1992
 OM1312_MARK LOGO: WI-027
 OM1312_PROJECTION: FLUSH
 OM1312_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM1312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1312+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 OM1312
 OM1312  HISTORY     - Date     Condition        Report By
 OM1312  HISTORY     - 1992     MONUMENTED       WI-027
 OM1312  HISTORY     - 19931122 GOOD             WIDT
 OM1312  HISTORY     - 20030806 GOOD             WIDT
 OM1312  HISTORY     - 20051228 GOOD             WIDT
 OM1312
 OM1312                          STATION DESCRIPTION
 OM1312
 OM1312'DESCRIBED BY WI DEPT OF TRANSP 1993
 OM1312'STATION IS PART OF GRAVITY DENSIFICATION PROJECT, LOCATED IN WIDOT
 OM1312'DODGE COUNTY GRID REFERENCE D3, ABOUT 1.0 MI (1.6 KM) SOUTHWEST OF
 OM1312'THE CITY OF FOX LAKE, IN THE SOUTHWEST CORNER OF THE SOUTHWEST 1/4 OF
 OM1312'SECTION 35, T13N, R13E, IN A CUT SECTION ON HIGHWAY RIGHT-OF-WAY.
 OM1312'CONTACT DODGE COUNTY SURVEYORS OFFICE AT 414-386-3770 FOR STATION
 OM1312'COORDINATES.
 OM1312'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY TRUNK HIGHWAY P
 OM1312'AND MILL ROAD IN THE SOUTHWEST CORNER OF THE CITY OF FOX LAKE, GO
 OM1312'SOUTHWEST ON MILL ROAD FOR 1.37 KM (0.85 MI) TO THE STATION ON THE
 OM1312'RIGHT, A BRASS DISK IN TOP OF A 45 CM ROUND CONCRETE MONUMENT
 OM1312'FLUSH WITH THE GROUND.  IT IS 11.9 M (39.0 FT) WEST FROM THE CENTER
 OM1312'OF MILL ROAD AND 1.4 FT (0.4 M) 0.4 M (1.3 FT) EAST FROM A WHITE
 OM1312'PLASTIC T-POST.
 OM1312
 OM1312                          STATION RECOVERY (2003)
 OM1312
 OM1312'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 OM1312'OWNERSHIP--TOWN OF FOX LAKE.  TO REACH THE STATION FROM JUNCTION OF
 OM1312'COUNTY HIGHWAY AC  WITH COUNTY HIGHWAY C ABOUT 4 MI SOUTHWEST OF FOX
 OM1312'LAKE, GO NORTHEAST ON COUNTY  HIGHWAY C FOR 1.5 MI TO WEST FOX ROAD ON
 OM1312'THE RIGHT, TURN RIGHT AND GO EAST ON WEST FOX  ROAD FOR 0.7 MI TO MILL
 OM1312'ROAD, TURN LEFT AND GO NORTHEAST ON MILL ROAD FOR 0.2 MI TO THE
 OM1312'STATION ON THE LEFT.  THE STATION IS A BRONZE DODGE COUNTY GEODETIC
 OM1312'CONTROL MARKER  DISK SET IN THE TOP OF A 45-CM DIAMETR CONCRETE POST
 OM1312'ABOUT LEVEL WITH THE ROAD  PAVEMENT.  THE STATION IS 12.0 M WEST OF
 OM1312'THE CENTERLINE OF MILL ROAD, 50.8 M NORTHWEST OF  POWER POLE
 OM1312'--13-13-35 1/5--, 26.6 M SOUTHWEST OF POWER POLE --13-13-35 2/7--, 1 M
 OM1312'WEST OF A  CULTIVATED FIELD AND 1.0 M NORTHWEST, SOUTH, EAST OF THREE
 OM1312'ORANGE 4X4 PLASTIC WITNESS  POSTS.  ---NOTE---THIS STATION HAS NO
 OM1312'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 OM1312'HORIZON.
 OM1312
 OM1312                          STATION RECOVERY (2005)
 OM1312
 OM1312'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DJH)
 OM1312'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0956 ***********************************************************************
 OM0956  DESIGNATION -  FOX LAKE ST MARYS CH SPIRE
 OM0956  PID         -  OM0956
 OM0956  STATE/COUNTY-  WI/DODGE
 OM0956  USGS QUAD   -  FOX LAKE (1980)
 OM0956
 OM0956                         *CURRENT SURVEY CONTROL
 OM0956  ___________________________________________________________________
 OM0956* NAD 83(1991)-  43 33 54.56241(N)    088 54 34.45392(W)     ADJUSTED  
 OM0956* NAVD 88     -                                                        
 OM0956  ___________________________________________________________________
 OM0956  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 OM0956  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 OM0956
 OM0956  HORZ ORDER  -  THIRD
 OM0956
 OM0956.The horizontal coordinates were established by classical geodetic methods
 OM0956.and adjusted by the National Geodetic Survey in November 1991..
 OM0956
 OM0956
 OM0956.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0956
 OM0956.The geoid height was determined by GEOID03.
 OM0956
 OM0956;                    North         East     Units Scale Factor Converg.
 OM0956;SPC WI S     -   174,450.491   688,087.328   MT  0.99993663   +0 44 57.3
 OM0956;SPC WI S     -   572,342.99  2,257,499.84   sFT  0.99993663   +0 44 57.3
 OM0956;UTM  16      - 4,825,348.959   345,786.686   MT  0.99989253   -1 18 58.7
 OM0956
 OM0956                          SUPERSEDED SURVEY CONTROL
 OM0956
 OM0956  NAD 83(1986)-  43 33 54.55520(N)    088 54 34.46000(W) AD(       ) 4
 OM0956  NAD 27      -  43 33 54.60400(N)    088 54 34.06400(W) AD(       ) 3
 OM0956
 OM0956.Superseded values are not recommended for survey control.
 OM0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0956.See file dsdata.txt to determine how the superseded data were derived.
 OM0956
 OM0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4578725349(NAD 83)
 OM0956
 OM0956  HISTORY     - Date     Condition        Report By
 OM0956  HISTORY     - 1958     MONUMENTED       CGS
 OM0956  HISTORY     - 19950819 GOOD             USPSQD
 OM0956  HISTORY     - 20030816 GOOD             USPSQD
 OM0956
 OM0956                          STATION DESCRIPTION
 OM0956
 OM0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM0956'THE STATION IS THE CENTER OF THE CROSS AT THE TOP OF THE
 OM0956'SPIRE LOCATED IN THE SOUTHEAST EDGE OF THE BUSINESS DISTRICT
 OM0956'IN FOX LAKE.  IT IS IN THE NORTHWEST ANGLE FORMED BY THE
 OM0956'INTERSECTION OF GREEN STREET AND COLLEGE AVENUE.  THE SPIRE
 OM0956'IS COVERED WITH RED AND BLACK MINGLED COLORED ASPHALT SHINGLES.
 OM0956'IT IS ATTACHED TO AND ON TOP OF THE SOUTHEAST CORNER OF THE
 OM0956'CHURCH.  THE CROSS IS PAINTED WHITE.  THE OVERALL HEIGHT IS
 OM0956'100 FEET.
 OM0956
 OM0956                          STATION RECOVERY (1995)
 OM0956
 OM0956'RECOVERY NOTE BY US POWER SQUADRON 1995
 OM0956'RECOVERED IN GOOD CONDITION.
 OM0956
 OM0956                          STATION RECOVERY (2003)
 OM0956
 OM0956'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0956'RECOVERED IN GOOD CONDITION.  NOTE-- THE CHURCH IS NOW NAMED THE
 OM0956'ANNUNCIATION CATHOLIC CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1311 ***********************************************************************
 OM1311  DESIGNATION -  FOX LAKE W GPS
 OM1311  PID         -  OM1311
 OM1311  STATE/COUNTY-  WI/DODGE
 OM1311  USGS QUAD   -  FOX LAKE (1980)
 OM1311
 OM1311                         *CURRENT SURVEY CONTROL
 OM1311  ___________________________________________________________________
 OM1311* NAD 83(1997)-  43 36 05.52475(N)    088 59 49.93597(W)     ADJUSTED  
 OM1311* NAVD 88     -       296.     (meters)     971.     (feet)  SCALED    
 OM1311  ___________________________________________________________________
 OM1311  X           -      80,965.699 (meters)                     COMP
 OM1311  Y           -  -4,625,588.022 (meters)                     COMP
 OM1311  Z           -   4,376,306.014 (meters)                     COMP
 OM1311  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 OM1311  ELLIP HEIGHT-         244.03  (meters)          (08/01/05) GPS OBS
 OM1311  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 OM1311  OBS GRAVITY -     980,391.2   (mgal)                       GRAV_OBS
 OM1311
 OM1311  HORZ ORDER  -  FIRST
 OM1311  ELLP ORDER  -  SECOND    CLASS I
 OM1311
 OM1311.The horizontal coordinates were established by GPS observations
 OM1311.and adjusted by the WI DEPT OF TRANSP in August 2005..
 OM1311
 OM1311.The orthometric height was scaled from a topographic map.
 OM1311
 OM1311.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1311
 OM1311.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1311
 OM1311.The ellipsoidal height was determined by GPS observations
 OM1311.and is referenced to NAD 83.
 OM1311
 OM1311.The geoid height was determined by GEOID03.
 OM1311.The observed gravity was obtained from relative gravimeter ties
 OM1311.to the IGSN71 gravity network.
 OM1311
 OM1311;                    North         East     Units Scale Factor Converg.
 OM1311;SPC WI S     -   178,402.886   680,959.820   MT  0.99993864   +0 41 20.5
 OM1311;SPC WI S     -   585,310.14  2,234,115.68   sFT  0.99993864   +0 41 20.5
 OM1311;UTM  16      - 4,829,555.614   338,806.525   MT  0.99991961   -1 22 39.5
 OM1311
 OM1311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1311!SPC WI S     -   0.99996173  x   0.99993864  =   0.99990038
 OM1311!UTM  16      -   0.99996173  x   0.99991961  =   0.99988135
 OM1311
 OM1311                          SUPERSEDED SURVEY CONTROL
 OM1311
 OM1311.No superseded survey control is available for this station.
 OM1311
 OM1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP3880729556(NAD 83)
 OM1311_MARKER: DD = SURVEY DISK
 OM1311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1311_SP_SET: CONCRETE POST
 OM1311_STAMPING: FOX LAKE W GPS 1992
 OM1311_MARK LOGO: WI-027
 OM1311_PROJECTION: PROJECTING 5 CENTIMETERS
 OM1311_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM1311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1311+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2003
 OM1311
 OM1311  HISTORY     - Date     Condition        Report By
 OM1311  HISTORY     - 1992     MONUMENTED       WI-027
 OM1311  HISTORY     - 19931122 GOOD             WIDT
 OM1311  HISTORY     - 20030806 GOOD             WIDT
 OM1311
 OM1311                          STATION DESCRIPTION
 OM1311
 OM1311'DESCRIBED BY WI DEPT OF TRANSP 1993
 OM1311'STATION IS PART OF GRAVITY DENSIFICATION PROJECT, LOCATED IN WIDOT
 OM1311'DODGE COUNTY GRID REFERENCE B1, ABOUT 7.0 KM (4.35 MI) NORTH OF
 OM1311'RANDOLPH, 0.8 KM (0.50 MI) EAST OF THE DODGE-COLUMBIA COUNTY LINE, IN
 OM1311'THE NORTHWEST CORNER OF THE NORTHEAST 1/4 OF SECTION 18, T13W, R13E,
 OM1311'ON HIGHWAY RIGHT-OF-WAY. CONTACT DODGE COUNTY SURVEYORS OFFICE AT
 OM1311'414-386-3770 FOR INFORMATION CONCERNING STATION COORDINATES.
 OM1311'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY TRUNK HIGHWAY F
 OM1311'AND DYKSTRA ROAD, GO NORTH ON DYKSTRA ROAD FOR 0.24 KM (0.15 MI) TO
 OM1311'THE STATION ON THE RIGHT.
 OM1311'STATION IS A BRASS DISK IN TOP OF A 45 CM ROUND CONCRETE MONUMENT
 OM1311'FLUSH WITH THE GROUND.  IT IS 7.3 M (24.0 FT) EAST FROM THE CENTER OF
 OM1311'DYKSTRA ROAD, 12.2 M (40.0 FT) NORTH FROM A FIELD ENTRANCE EAST AND
 OM1311'0.5 M (1.6 FT) WEST OF A WHITE PLASTIC T-POST.
 OM1311
 OM1311                          STATION RECOVERY (2003)
 OM1311
 OM1311'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 OM1311'OWNERSHIP--DODGE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 OM1311'STATE HIGHWAY 73  WITH COUNTY HIGHWAY F ABOUT 4 MI NORTH OF RANDLOPH,
 OM1311'GO EAST ON COUNTY HIGHWAY F FOR  1.3 MI TO DYKSTRA ROAD ON THE LEFT,
 OM1311'TURN LEFT AND GO NORTH ON DYKSTRA ROAD FOR 0.15 MI  TO THE STATION ON
 OM1311'THE RIGHT.  THE STATION IS A BRONZE DODGE COUNTY GEODETIC CONTROL
 OM1311'MARKER DISK SET IN THE TOP OF A 45-CM DIAMETER CONCRETE POST ABOUT
 OM1311'LEVEL WITH THE ROAD  PAVEMENT.  THE STATION IS 7.9 M EAST OF THE
 OM1311'CENTERLINE OF DYKSTRA ROAD, 21.5 M SOUTHEAST  OF A WOOD POST FOR A
 OM1311'--STOP AHEAD-- SIGN, 12.8 M NORTH OF THE CENTERLINE OF A FIELD
 OM1311'ENTRANCE, 1.0 M NORTHWEST, SOUTHWEST, EAST OF THREE ORANGE 4X4 PLASTIC
 OM1311'WITNESS  POSTS, 0.5 M WEST OF A CULTIVATED FIELD, AND 0.5 M WEST OF A
 OM1311'WHITE PLASTIC WITNESS  POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 OM1311'OBSTRUCTIONS EXTENDING HIGHER THAN 15  DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0106 ***********************************************************************
 OL0106  DESIGNATION -  FOX RM 1
 OL0106  PID         -  OL0106
 OL0106  STATE/COUNTY-  WI/MILWAUKEE
 OL0106  USGS QUAD   -  THIENSVILLE (1976)
 OL0106
 OL0106                         *CURRENT SURVEY CONTROL
 OL0106  ___________________________________________________________________
 OL0106* NAD 83(1986)-  43 10 02.     (N)    087 53 07.     (W)     SCALED    
 OL0106* NAVD 88     -       208.577  (meters)     684.31   (feet)  ADJUSTED  
 OL0106  ___________________________________________________________________
 OL0106  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 OL0106  DYNAMIC HT  -         208.525 (meters)     684.14  (feet)  COMP
 OL0106  MODELED GRAV-     980,365.7   (mgal)                       NAVD 88
 OL0106
 OL0106  VERT ORDER  -  FIRST     CLASS 0
 OL0106
 OL0106.The horizontal coordinates were scaled from a topographic map and have
 OL0106.an estimated accuracy of +/- 6 seconds.
 OL0106
 OL0106.The orthometric height was determined by differential leveling
 OL0106.and adjusted by the National Geodetic Survey in June 1991..
 OL0106
 OL0106.The geoid height was determined by GEOID03.
 OL0106
 OL0106.The dynamic height is computed by dividing the NAVD 88
 OL0106.geopotential number by the normal gravity value computed on the
 OL0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0106.degrees latitude (g = 980.6199 gals.).
 OL0106
 OL0106.The modeled gravity was interpolated from observed gravity values.
 OL0106
 OL0106;                    North         East    Units  Estimated Accuracy
 OL0106;SPC WI S     -   131,850.      771,940.      MT  (+/- 180 meters Scaled)
 OL0106
 OL0106                          SUPERSEDED SURVEY CONTROL
 OL0106
 OL0106  NGVD 29 (??/??/92)  208.64   (m)          684.5    (f) COMPUTED    1 0
 OL0106
 OL0106.Superseded values are not recommended for survey control.
 OL0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0106.See file dsdata.txt to determine how the superseded data were derived.
 OL0106
 OL0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN280797(NAD 83)
 OL0106_MARKER: DR = REFERENCE MARK DISK
 OL0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OL0106_STAMPING: FOX NO 1 1953
 OL0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0106+STABILITY: SURFACE MOTION
 OL0106_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0106+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2006
 OL0106
 OL0106  HISTORY     - Date     Condition        Report By
 OL0106  HISTORY     - 1953     MONUMENTED       CGS
 OL0106  HISTORY     - 1972     GOOD             NGS
 OL0106  HISTORY     - 19961116 GOOD             USPSQD
 OL0106  HISTORY     - 20060618 GOOD             USPSQD
 OL0106
 OL0106                          STATION DESCRIPTION
 OL0106
 OL0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0106'2.4 MI NE FROM FOX POINT.
 OL0106'ABOUT 1.5 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OL0106'FROM THE MUNICIPAL BUILDING AT FOX POINT, THENCE 0.75 MILE EAST
 OL0106'ALONG DEAN ROAD, THENCE 0.15 MILE SOUTH ALONG FOX LANE, AT THE
 OL0106'SOUTHWEST CORNER OF DOCTORS PARK, 96.3 FEET EAST OF THE STATION
 OL0106'MARK DESCRIBED, AT THE NORTH EDGE OF A WOODED RAVINE, 166 FEET EAST
 OL0106'OF THE CENTER LINE OF FOX LANE, 4 FEET NORTH OF A 10 INCH ASH
 OL0106'TREE, 125 FEET SOUTHEAST OF RM 2 DESCRIBED, SET IN THE TOP OF A
 OL0106'CONCRETE POST FLUSH WITH THE LEVEL OF THE GROUND.  SECTION 10,
 OL0106'R 8N, R 22E
 OL0106
 OL0106                          STATION RECOVERY (1996)
 OL0106
 OL0106'RECOVERY NOTE BY US POWER SQUADRON 1996
 OL0106'RECOVERED IN GOOD CONDITION.
 OL0106
 OL0106                          STATION RECOVERY (2006)
 OL0106
 OL0106'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRB)
 OL0106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0105 ***********************************************************************
 OL0105  DESIGNATION -  FOX RM 2
 OL0105  PID         -  OL0105
 OL0105  STATE/COUNTY-  WI/MILWAUKEE
 OL0105  USGS QUAD   -  THIENSVILLE (1976)
 OL0105
 OL0105                         *CURRENT SURVEY CONTROL
 OL0105  ___________________________________________________________________
 OL0105* NAD 83(1986)-  43 10 02.     (N)    087 53 07.     (W)     SCALED    
 OL0105* NAVD 88     -       208.738  (meters)     684.83   (feet)  ADJUSTED  
 OL0105  ___________________________________________________________________
 OL0105  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 OL0105  DYNAMIC HT  -         208.686 (meters)     684.66  (feet)  COMP
 OL0105  MODELED GRAV-     980,365.7   (mgal)                       NAVD 88
 OL0105
 OL0105  VERT ORDER  -  FIRST     CLASS 0
 OL0105
 OL0105.The horizontal coordinates were scaled from a topographic map and have
 OL0105.an estimated accuracy of +/- 6 seconds.
 OL0105
 OL0105.The orthometric height was determined by differential leveling
 OL0105.and adjusted by the National Geodetic Survey in June 1991..
 OL0105
 OL0105.The geoid height was determined by GEOID03.
 OL0105
 OL0105.The dynamic height is computed by dividing the NAVD 88
 OL0105.geopotential number by the normal gravity value computed on the
 OL0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0105.degrees latitude (g = 980.6199 gals.).
 OL0105
 OL0105.The modeled gravity was interpolated from observed gravity values.
 OL0105
 OL0105;                    North         East    Units  Estimated Accuracy
 OL0105;SPC WI S     -   131,850.      771,940.      MT  (+/- 180 meters Scaled)
 OL0105
 OL0105                          SUPERSEDED SURVEY CONTROL
 OL0105
 OL0105  NGVD 29 (??/??/92)  208.80   (m)          685.0    (f) COMPUTED    1 0
 OL0105
 OL0105.Superseded values are not recommended for survey control.
 OL0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0105.See file dsdata.txt to determine how the superseded data were derived.
 OL0105
 OL0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN280797(NAD 83)
 OL0105_MARKER: DR = REFERENCE MARK DISK
 OL0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OL0105_STAMPING: FOX NO 2 1953
 OL0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0105+STABILITY: SURFACE MOTION
 OL0105
 OL0105  HISTORY     - Date     Condition        Report By
 OL0105  HISTORY     - 1953     MONUMENTED       CGS
 OL0105  HISTORY     - 1972     GOOD             NGS
 OL0105  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 OL0105
 OL0105                          STATION DESCRIPTION
 OL0105
 OL0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0105'2.4 MI NE FROM FOX POINT.
 OL0105'ABOUT 1.5 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OL0105'FROM THE MUNICIPAL BUILDING AT FOX POINT, THENCE 0.75 MILE EAST ALONG
 OL0105'DEAN ROAD, THENCE 0.15 MILE SOUTH ALONG FOX LANE, NEAR THE SOUTHWEST
 OL0105'CORNER OF DOCTORS PARK, 75 FEET EAST OF THE CENTER LINE OF FOX
 OL0105'LANE, 87.1 FEET NORTH OF THE STATION MARK DESCRIBED, 133 FEET NORTH
 OL0105'OF A CHAIN LINK FENCE, 125 FEET NORTHWEST OF RM 1, AT THE SOUTHEAST
 OL0105'EDGE OF A CLUMP OF BUSHES, SET IN THE TOP OF A CONCRETE POST FLUSH
 OL0105'WITH THE LEVEL OF THE GROUND.  SECTION 10, T 8N, R 22E
 OL0105
 OL0105                          STATION RECOVERY (1996)
 OL0105
 OL0105'RECOVERY NOTE BY US POWER SQUADRON 1996
 OL0105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RN1608 ***********************************************************************
 RN1608  DESIGNATION -  FOXBORO
 RN1608  PID         -  RN1608
 RN1608  STATE/COUNTY-  WI/DOUGLAS
 RN1608  USGS QUAD   -  FOXBORO (1981)
 RN1608
 RN1608                         *CURRENT SURVEY CONTROL
 RN1608  ___________________________________________________________________
 RN1608* NAD 83(1991)-  46 29 45.91277(N)    092 17 29.47941(W)     ADJUSTED  
 RN1608* NAVD 88     -       283.     (meters)     928.     (feet)  SCALED    
 RN1608  ___________________________________________________________________
 RN1608  LAPLACE CORR-           5.74  (seconds)                    DEFLEC99
 RN1608  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 RN1608
 RN1608  HORZ ORDER  -  THIRD
 RN1608
 RN1608.The horizontal coordinates were established by classical geodetic methods
 RN1608.and adjusted by the National Geodetic Survey in March 1999..
 RN1608
 RN1608.The orthometric height was scaled from a topographic map.
 RN1608
 RN1608.The Laplace correction was computed from DEFLEC99 derived deflections.
 RN1608
 RN1608.The geoid height was determined by GEOID03.
 RN1608
 RN1608;                    North         East     Units Scale Factor Converg.
 RN1608;SPC WI N     -   150,297.564   424,115.338   MT  0.99996174   -1 39 10.9
 RN1608;SPC WI N     -   493,101.26  1,391,451.74   sFT  0.99996174   -1 39 10.9
 RN1608;SPC MN C     -   268,143.604   950,322.181   MT  0.99992597   +1 25 00.3
 RN1608;UTM  15      - 5,149,412.359   554,366.680   MT  0.99963633   +0 30 50.0
 RN1608
 RN1608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN1608!SPC WI N     -   0.99995997  x   0.99996174  =   0.99992171
 RN1608!SPC MN C     -   0.99995997  x   0.99992597  =   0.99988595
 RN1608!UTM  15      -   0.99995997  x   0.99963633  =   0.99959632
 RN1608
 RN1608:                Primary Azimuth Mark                     Grid Az
 RN1608:SPC WI N     -  FOXBORO AZ MK                            039 19 09.9
 RN1608:SPC MN C     -  FOXBORO AZ MK                            036 14 58.7
 RN1608:UTM  15      -  FOXBORO AZ MK                            037 09 09.0
 RN1608
 RN1608|---------------------------------------------------------------------|
 RN1608| PID    Reference Object                     Distance      Geod. Az  |
 RN1608|                                                           dddmmss.s |
 RN1608| CJ2526 FOXBORO AZ MK                                      0373959.0 |
 RN1608| CJ2527 FOXBORO RM 1                         25.078 METERS 21756     |
 RN1608| CJ2528 FOXBORO RM 2                         28.228 METERS 29510     |
 RN1608|---------------------------------------------------------------------|
 RN1608
 RN1608                          SUPERSEDED SURVEY CONTROL
 RN1608
 RN1608  NAD 83(1991)-  46 29 45.91095(N)    092 17 29.47919(W) AD(       ) 3
 RN1608  NAD 83(1986)-  46 29 45.90486(N)    092 17 29.47611(W) AD(       ) 3
 RN1608  NAD 27      -  46 29 46.11900(N)    092 17 28.76500(W) AD(       ) 3
 RN1608
 RN1608.Superseded values are not recommended for survey control.
 RN1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1608.See file dsdata.txt to determine how the superseded data were derived.
 RN1608
 RN1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM5436749412(NAD 83)
 RN1608_MARKER: DD = SURVEY DISK
 RN1608_SETTING: 0 = UNSPECIFIED SETTING
 RN1608
 RN1608  HISTORY     - Date     Condition        Report By
 RN1608  HISTORY     - 1953     MONUMENTED       CGS
 RN1608  HISTORY     - 20041215 MARK NOT FOUND   WIDT
 RN1608
 RN1608                          STATION DESCRIPTION
 RN1608
 RN1608'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 RN1608'THE STATION IS LOCATED ABOUT 20 MILES SOUTHWEST OF SUPERIOR
 RN1608'AND JUST SOUTH OF THE SMALL TOWN OF FOXBORO, ON THE EAST
 RN1608'RIGHT-OF-WAY OF COUNTY ROAD B.  IT IS 63 FEET EAST OF THE
 RN1608'CENTER OF THE ROAD, 28 FEET EAST OF A POWER POLE AND 17 FEET
 RN1608'WEST OF A FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 RN1608'STAMPED FOXBORO 1953.
 RN1608'
 RN1608'REFERENCE MARK NO. 1 IS 60 FEET EAST OF THE CENTER OF THE ROAD
 RN1608'AND 12 FEET WEST OF A DRINK.  THE MARK PROJECTS 8 INCHES AND
 RN1608'THE DISK IS STAMPED FOXBORO NO 1 1953.
 RN1608'
 RN1608'REFERENCE MARK NO. 2 IS 86 FEET EAST OF THE EAST RAIL OF A RAILROAD
 RN1608'AND 32 FEET WEST OF THE CENTER OF THE ROAD.  THE MARK PROJECTS
 RN1608'12 INCHES AND THE DISK IS STAMPED FOXBORO NO 2 1953.
 RN1608'
 RN1608'AZIMUTH MARK IS 69.5 FEET EAST OF THE EAST RAIL OF A RAILROAD,
 RN1608'31 FEET WEST OF A BLACKTOP ROAD, (COUNTY ROAD B) 31 FEET NORTH
 RN1608'OF A DRIVEWAY AND 3.6 FEET SOUTHEAST OF A TELEPHONE POLE.
 RN1608'THE MARK PROJECTS 7 INCHES AND THE DISK IS STAMPED FOXBORO
 RN1608'1953.
 RN1608'
 RN1608'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 AND
 RN1608'COUNTY ROAD B, 14.0 MILES SOUTH OF THE POST OFFICE IN SUPERIOR,
 RN1608'GO WEST ON COUNTY ROAD B FOR 6.9 MILES TO A PAVED SIDE ROAD
 RN1608'LEFT, CONTINUE WEST ON COUNTY ROAD B FOR 3.1 MILES TO THE
 RN1608'SMALL TOWN OF FOXBORO AND THE AZIMUTH MARK ON THE RIGHT AS
 RN1608'DESCRIBED, CONTINUE ON COUNTY ROAD B FOR 0.25 MILE TO THE
 RN1608'STATION ON THE LEFT.
 RN1608'
 RN1608'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 RN1608
 RN1608                          STATION RECOVERY (2004)
 RN1608
 RN1608'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 RN1608'THIS STATION WAS NOT FOUND TIES ARE VAGUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0110 ***********************************************************************
 PM0110  DESIGNATION -  FRANCIS CREEK
 PM0110  PID         -  PM0110
 PM0110  STATE/COUNTY-  WI/MANITOWOC
 PM0110  USGS QUAD   -  MISHICOT (1978)
 PM0110
 PM0110                         *CURRENT SURVEY CONTROL
 PM0110  ___________________________________________________________________
 PM0110* NAD 83(1991)-  44 12 03.99972(N)    087 42 59.27014(W)     ADJUSTED  
 PM0110* NAVD 88     -       219.336  (meters)     719.60   (feet)  ADJUSTED  
 PM0110  ___________________________________________________________________
 PM0110  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 PM0110  GEOID HEIGHT-         -36.11  (meters)                     GEOID03
 PM0110  DYNAMIC HT  -         219.303 (meters)     719.50  (feet)  COMP
 PM0110  MODELED GRAV-     980,461.1   (mgal)                       NAVD 88
 PM0110
 PM0110  HORZ ORDER  -  THIRD
 PM0110  VERT ORDER  -  SECOND    CLASS I
 PM0110
 PM0110.The horizontal coordinates were established by classical geodetic methods
 PM0110.and adjusted by the National Geodetic Survey in November 1991..
 PM0110
 PM0110.The orthometric height was determined by differential leveling
 PM0110.and adjusted by the National Geodetic Survey in May 2003..
 PM0110.No vertical observational check was made to the station.
 PM0110
 PM0110.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0110
 PM0110.The geoid height was determined by GEOID03.
 PM0110
 PM0110.The dynamic height is computed by dividing the NAVD 88
 PM0110.geopotential number by the normal gravity value computed on the
 PM0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0110.degrees latitude (g = 980.6199 gals.).
 PM0110
 PM0110.The modeled gravity was interpolated from observed gravity values.
 PM0110
 PM0110;                    North         East     Units Scale Factor Converg.
 PM0110;SPC WI S     -   247,032.781   782,516.616   MT  1.00003009   +1 34 08.5
 PM0110;SPC WI S     -   810,473.38  2,567,306.60   sFT  1.00003009   +1 34 08.5
 PM0110;UTM  16      - 4,894,459.743   442,752.482   MT  0.99964030   -0 29 58.3
 PM0110
 PM0110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0110!SPC WI S     -   0.99997127  x   1.00003009  =   1.00000136
 PM0110!UTM  16      -   0.99997127  x   0.99964030  =   0.99961158
 PM0110
 PM0110|---------------------------------------------------------------------|
 PM0110| PID    Reference Object                     Distance      Geod. Az  |
 PM0110|                                                           dddmmss.s |
 PM0110| PM0111 FRANCIS CREEK RM 1                   22.128 METERS 13826     |
 PM0110| PM0112 FRANCIS CREEK AZ MK                                1445251.3 |
 PM0110| PM0476 FRANCIS CREEK ST ANNS CATH CH       491.663 METERS 2141116.6 |
 PM0110| PM0109 X 88                                 36.838 METERS 24043     |
 PM0110|---------------------------------------------------------------------|
 PM0110
 PM0110                          SUPERSEDED SURVEY CONTROL
 PM0110
 PM0110  NAD 83(1986)-  44 12 03.98811(N)    087 42 59.26050(W) AD(       ) 3
 PM0110  NAD 27      -  44 12 04.00800(N)    087 42 58.94900(W) AD(       ) 3
 PM0110  NAVD 88 (06/15/91)  219.345  (m)          719.63   (f) UNKNOWN     1 0
 PM0110  NGVD 29 (??/??/92)  219.31   (m)          719.5    (f) COMPUTED    1 0
 PM0110
 PM0110.Superseded values are not recommended for survey control.
 PM0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0110.See file dsdata.txt to determine how the superseded data were derived.
 PM0110
 PM0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4275294460(NAD 83)
 PM0110_MARKER: DS = TRIANGULATION STATION DISK
 PM0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PM0110_STAMPING: FRANCIS CREEK 1953
 PM0110_MARK LOGO: CGS   
 PM0110_PROJECTION: FLUSH
 PM0110_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PM0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0110+STABILITY: SURFACE MOTION
 PM0110_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0110+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2003
 PM0110
 PM0110  HISTORY     - Date     Condition        Report By
 PM0110  HISTORY     - 1953     MONUMENTED       CGS
 PM0110  HISTORY     - 1972     GOOD             NGS
 PM0110  HISTORY     - 2001     GOOD             WIDT
 PM0110  HISTORY     - 20030515 GOOD             USPSQD
 PM0110
 PM0110                          STATION DESCRIPTION
 PM0110
 PM0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0110'STATION IS LOCATED IN THE TOWN OF FRANCIS CREEK.  IT IS 88 FEET EAST
 PM0110'OF THE EAST RAIL OF THE NORTHWESTERN RAILROAD, 67 FEET SOUTHEAST OF
 PM0110'A TELEPHONE POLE AND 10 FEET WEST OF A WHITE WITNESS POST AND FENCE
 PM0110'LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED FRANCIS CREEK
 PM0110'1953.
 PM0110'
 PM0110'REFERENCE MARK NO. 1 IS 98 FEET EAST OF THE EAST RAIL OF THE RAILROAD
 PM0110'AND 1 FOOT WEST OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 PM0110'STAMPED FRANCIS CREEK NO 1 1953.
 PM0110'
 PM0110'BENCH MARK X 88 WAS USED AS A REFERENCE MARK.  IT IS 50 FEET
 PM0110'NORTHEAST OF A GASOLINE STORAGE TANK AND 28 FEET WEST OF THE WEST
 PM0110'RAIL OF THE RAILROAD.  THE MARK IS A 8X8 INCH CONCRETE POST THAT
 PM0110'PROJECTS 4 INCHES WITH A STANDARD U.S. COAST AND GEODETIC SURVEY
 PM0110'BENCH MARK STAMPED 88 X 1934.
 PM0110'
 PM0110'AZIMUTH MARK IS 62 FEET EAST OF THE SOUTHEAST CORNER OF RAILROAD
 PM0110'DEPOT, 5 FEET WEST OF A FENCE LINE, 4 FEET WEST OF A WHITE WITNESS
 PM0110'POST AND 1 FOOT NORTHWEST OF A POWER LINE POLE.  THE MARK IS FLUSH
 PM0110'AND THE DISK IS STAMPED FRANCIS CREEK 1953.
 PM0110'
 PM0110'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 141 AND COUNTY
 PM0110'HIGHWAY V IN FRANCIS CREEK GO EAST ON COUNTY HIGHWAY V FOR 0.3 MILE
 PM0110'TO A RAILROAD CROSSING.  TURN LEFT AND GO NORTH ALONG THE EAST SIDE
 PM0110'OF THE RAILROAD TRACKS FOR 0.1 MILE TO THE STATION AS DESCRIBED.
 PM0110'
 PM0110'TO REACH THE AZIMUTH MARK FROM THIS POINT TURN RIGHT AND GO SOUTH FOR
 PM0110'0.05 MILE TO THE MARK AS DESCRIBED.
 PM0110'
 PM0110'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 PM0110
 PM0110                          STATION RECOVERY (1972)
 PM0110
 PM0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 PM0110'AT FRANCIS CREEK.
 PM0110'AT FRANCIS CREEK, ABOUT 0.1 MILE NORTHWEST ALONG THE CHICAGO
 PM0110'AND NORTH WESTERN RAILWAY FROM THE CROSSING OF COUNTY ROAD V,
 PM0110'120.8 FEET NORTHEAST OF AND ACROSS THE MAIN TRACK FROM BENCH
 PM0110'MARK X 88 DESCRIBED, 87.5 FEET NORTHEAST OF THE NORTHEAST RAIL
 PM0110'OF THE MAIN TRACK, 57 FEET NORTHEAST OF A TELEPHONE POLE, 10
 PM0110'FEET SOUTHWEST OF A FENCE LINE, 1.3 FEET NORTHWEST OF A METAL
 PM0110'WITNESS POST, 1 1/2 FEET ABOVE THE LEVEL OF THE TRACK AND SET
 PM0110'IN THE TOP OF A CONCRETE POST FLUSH WITH THE LEVEL OF THE GROUND.
 PM0110'SECTION 14, T20N, R23E.
 PM0110
 PM0110                          STATION RECOVERY (2001)
 PM0110
 PM0110'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PM0110'THE STATION IS LOCATED ABOUT  42 KM SOUTHEAST OF GREEN BAY AND 13 KM
 PM0110'NORTH-NORTHWEST OF MANITOWOC.  OWNERSHIP--TOWN OF FRANCIS CREEK.  TO
 PM0110'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 43 WITH
 PM0110'WITH COUNTY HIGHWAY V ABOUT 13 KM NORTH-NORTHWEST OF THE CITY OF
 PM0110'MANITOWOC, GO EAST ON COUNTY HIGHWAY V FOR 0.9 KM TO COUNTY HIGHWAY
 PM0110'R, TURN LEFT AND GO NORTH-NORTHWEST ON COUNTY HIGHWAY R FOR 0.2 KM TO
 PM0110'COUNTY HIGHWAY V (EAST) ON THE RIGHT, TURN RIGHT AND GO EAST ON
 PM0110'COUNTY HIGHWAY V  FOR 0.5 KM TO AN ABANDONED RAILROAD GRADE AND THE
 PM0110'STATION ON THE LEFT. THE STATION IS A BRONZE US COAST AND GEODETIC
 PM0110'SURVEY TRIANGULATION STATION DISK SET IN THE TOP OF A 30-CM SQUARE
 PM0110'CONCRETE POST AND ABOUT 1.0 M BELOW THE ROAD PAVEMENT.    THE STATION
 PM0110'IS 150 M NORTH OF THE CENTERLINE OF COUNTY HIGHWAY V, 45.4 M
 PM0110'EAST-NORTHEAST OF STATION --X 88--, 36 M EAST-NORTHEAST OF CENTERLINE
 PM0110'OF RAILROAD GRADE, 21.7 M NORTHWEST OF STATION    --FRANCIS CREEK RM
 PM0110'1--  AND 0.5 M SOUTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE---
 PM0110'THIS STATION HAS VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 PM0110'DEGREES ABOVE THE HORIZON.
 PM0110
 PM0110                          STATION RECOVERY (2003)
 PM0110
 PM0110'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0110'THE STATION, RM 1 AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 PM0110'ADD-- THE STATION IS 1.3 FEET NORTH OF A WHITE PLASTIC WITNESS POST
 PM0110'AND A WHITE METAL WITNESS POST BOTH OF WHICH HAVE BEEN SPRAY PAINTED
 PM0110'PINK.
 PM0110' 
 PM0110'REFERENCE MARK 1 IS 3 FEET SOUTH OF AN ORANGE WITNESS POST, 2 FEET
 PM0110'NORTHWEST OF A CLUMP OF TREES, AND 1 FOOT WEST OF A WOODEN FENCE POST.
 PM0110' 
 PM0110' 
 PM0110'THE AZIMUTH MARK IS 191 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF
 PM0110'HIGHWAY V, 94 FEET EAST OF THE CENTERLINE OF AN ABANDONED RAILROAD
 PM0110'GRADE IN A LINE OF EVERGREEN TREES, AND 2 FEET WEST OF AN ORANGE
 PM0110'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0112 ***********************************************************************
 PM0112  DESIGNATION -  FRANCIS CREEK AZ MK
 PM0112  PID         -  PM0112
 PM0112  STATE/COUNTY-  WI/MANITOWOC
 PM0112  USGS QUAD   -  MISHICOT (1978)
 PM0112
 PM0112                         *CURRENT SURVEY CONTROL
 PM0112  ___________________________________________________________________
 PM0112* NAD 83(1986)-  44 11 57.     (N)    087 42 53.     (W)     SCALED    
 PM0112* NAVD 88     -       218.287  (meters)     716.16   (feet)  ADJUSTED  
 PM0112  ___________________________________________________________________
 PM0112  GEOID HEIGHT-         -36.11  (meters)                     GEOID03
 PM0112  DYNAMIC HT  -         218.253 (meters)     716.05  (feet)  COMP
 PM0112  MODELED GRAV-     980,461.0   (mgal)                       NAVD 88
 PM0112
 PM0112  VERT ORDER  -  SECOND    CLASS I
 PM0112
 PM0112.The horizontal coordinates were scaled from a topographic map and have
 PM0112.an estimated accuracy of +/- 6 seconds.
 PM0112
 PM0112.The orthometric height was determined by differential leveling
 PM0112.and adjusted by the National Geodetic Survey in May 2003..
 PM0112
 PM0112.The geoid height was determined by GEOID03.
 PM0112
 PM0112.The dynamic height is computed by dividing the NAVD 88
 PM0112.geopotential number by the normal gravity value computed on the
 PM0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0112.degrees latitude (g = 980.6199 gals.).
 PM0112
 PM0112.The modeled gravity was interpolated from observed gravity values.
 PM0112
 PM0112;                    North         East    Units  Estimated Accuracy
 PM0112;SPC WI S     -   246,820.      782,660.      MT  (+/- 180 meters Scaled)
 PM0112
 PM0112                          SUPERSEDED SURVEY CONTROL
 PM0112
 PM0112  NAVD 88 (06/15/91)  218.297  (m)          716.20   (f) UNKNOWN     1 0
 PM0112  NGVD 29 (??/??/92)  218.26   (m)          716.1    (f) COMPUTED    1 0
 PM0112
 PM0112.Superseded values are not recommended for survey control.
 PM0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0112.See file dsdata.txt to determine how the superseded data were derived.
 PM0112
 PM0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP428942(NAD 83)
 PM0112_MARKER: DZ = AZIMUTH MARK DISK
 PM0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PM0112_STAMPING: FRANCIS CREEK 1953
 PM0112_MARK LOGO: CGS   
 PM0112_PROJECTION: FLUSH
 PM0112_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PM0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0112+STABILITY: SURFACE MOTION
 PM0112_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0112+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2003
 PM0112
 PM0112  HISTORY     - Date     Condition        Report By
 PM0112  HISTORY     - 1953     MONUMENTED       CGS
 PM0112  HISTORY     - 1972     GOOD             NGS
 PM0112  HISTORY     - 20010712 GOOD             WIDT
 PM0112  HISTORY     - 20030515 GOOD             USPSQD
 PM0112
 PM0112                          STATION DESCRIPTION
 PM0112
 PM0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0112'AT FRANCIS CREEK.
 PM0112'AT FRANCIS CREEK, ALONG THE CHICAGO AND NORTH WESTERN RAILWAY,
 PM0112'202 FEET SOUTHEAST OF THE CENTER LINE OF COUNTY ROAD V, 61.5
 PM0112'FEET NORTHEAST OF THE EAST CORNER OF AN ABANDONED RAILROAD
 PM0112'STATION, 93 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN
 PM0112'TRACK, 1 1/2 FEET WEST OF A TELEPHONE POLE, 3 1/2 FEET BELOW
 PM0112'THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 PM0112'FLUSH WITH THE LEVEL OF THE GROUND.  SECTION 14, T20N, R23E.
 PM0112
 PM0112                          STATION RECOVERY (2001)
 PM0112
 PM0112'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PM0112'THE STATION IS LOCATED ABOUT 42 KM SOUTHEAST OF GREEN BAY AND 13 KM
 PM0112'NORTH-NORTHWEST OF MANITOWOC. OWNERSHIP--VILLAGE OF FRANCIS CREEK.
 PM0112'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 43 WITH COUNTY
 PM0112'HIGHWAY V ABOUT 13 KM NORTH-NORTHWEST OF THE CITY OF MANITOWOC, GO
 PM0112'EAST ON COUNTY HIGHWAY V FOR 0.9 KM TO COUNTY HIGHWAY R, TURN LEFT
 PM0112'AND GO NORTH-NORTHWEST ON COUNTY HIGHWAY R FOR 0.2 KM TO COUNTY
 PM0112'HIGHWAY V (EAST) ON THE RIGHT, TURN RIGHT AND GO EAST ON COUNTY
 PM0112'HIGHWAY V FOR 0.5 KM TO ABANDONED RAILROAD GRADE AND THE STATION ON
 PM0112'THE RIGHT. THE STATION IS A BRONZE COAST AND GEODETIC SURVEY AZIMUTH
 PM0112'MARK DISK SET IN THE TOP OF A 30-CM DIAMETER SQUARE CONCRETE POST
 PM0112'ABOUT 1.0 M BELOW THE LEVEL OF THE RAILROAD GRADE. THE STATION IS
 PM0112'58.0 M SOUTH-SOUTHWEST OF THE CENTERLINE OF COUNTY HIGHWAY V, 28.5 M
 PM0112'EAST OF CENTERLINE OF RAILROAD GRADE, 50.0 M SOUTH-SOUTHWEST OF POWER
 PM0112'POLE --17AA19--, 41.0 M NORTHWEST OF A GREY CABLE JUNCTION BOX    AND
 PM0112'0.2 M WEST OF AN ORANGE FIBERGLASS WITNESS POST. ---NOTE---THIS
 PM0112'STATION HAS OBSTRUCTIONS IN ALL QUADRANTS.
 PM0112
 PM0112                          STATION RECOVERY (2003)
 PM0112
 PM0112'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0112'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION. ADD-- THE AZIMUTH
 PM0112'MARK IS 191 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF HIGHWAY V, 94
 PM0112'FEET EAST OF THE CENTERLINE OF AN ABANDONED RAILROAD GRADE IN A LINE
 PM0112'OF EVERGREEN TREES, AND 2 FEET WEST OF AN ORANGE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0111 ***********************************************************************
 PM0111  DESIGNATION -  FRANCIS CREEK RM 1
 PM0111  PID         -  PM0111
 PM0111  STATE/COUNTY-  WI/MANITOWOC
 PM0111  USGS QUAD   -  MISHICOT (1978)
 PM0111
 PM0111                         *CURRENT SURVEY CONTROL
 PM0111  ___________________________________________________________________
 PM0111* NAD 83(1986)-  44 12 01.     (N)    087 42 52.     (W)     SCALED    
 PM0111* NAVD 88     -       219.026  (meters)     718.59   (feet)  ADJUSTED  
 PM0111  ___________________________________________________________________
 PM0111  GEOID HEIGHT-         -36.11  (meters)                     GEOID03
 PM0111  DYNAMIC HT  -         218.993 (meters)     718.48  (feet)  COMP
 PM0111  MODELED GRAV-     980,461.1   (mgal)                       NAVD 88
 PM0111
 PM0111  VERT ORDER  -  SECOND    CLASS I
 PM0111
 PM0111.The horizontal coordinates were scaled from a topographic map and have
 PM0111.an estimated accuracy of +/- 6 seconds.
 PM0111
 PM0111.The orthometric height was determined by differential leveling
 PM0111.and adjusted by the National Geodetic Survey in May 2003..
 PM0111.No vertical observational check was made to the station.
 PM0111
 PM0111.The geoid height was determined by GEOID03.
 PM0111
 PM0111.The dynamic height is computed by dividing the NAVD 88
 PM0111.geopotential number by the normal gravity value computed on the
 PM0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0111.degrees latitude (g = 980.6199 gals.).
 PM0111
 PM0111.The modeled gravity was interpolated from observed gravity values.
 PM0111
 PM0111;                    North         East    Units  Estimated Accuracy
 PM0111;SPC WI S     -   246,950.      782,680.      MT  (+/- 180 meters Scaled)
 PM0111
 PM0111                          SUPERSEDED SURVEY CONTROL
 PM0111
 PM0111  NAVD 88 (06/15/91)  219.057  (m)          718.69   (f) UNKNOWN     1 0
 PM0111  NGVD 29 (??/??/92)  219.03   (m)          718.6    (f) COMPUTED    1 0
 PM0111
 PM0111.Superseded values are not recommended for survey control.
 PM0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0111.See file dsdata.txt to determine how the superseded data were derived.
 PM0111
 PM0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP429943(NAD 83)
 PM0111_MARKER: DR = REFERENCE MARK DISK
 PM0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PM0111_STAMPING: FRANCIS CREEK NO 1 1953
 PM0111_MARK LOGO: CGS   
 PM0111_PROJECTION: FLUSH
 PM0111_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PM0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0111+STABILITY: SURFACE MOTION
 PM0111_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0111+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2003
 PM0111
 PM0111  HISTORY     - Date     Condition        Report By
 PM0111  HISTORY     - 1953     MONUMENTED       CGS
 PM0111  HISTORY     - 1972     GOOD             NGS
 PM0111  HISTORY     - 20010712 GOOD             WIDT
 PM0111  HISTORY     - 20030515 GOOD             USPSQD
 PM0111
 PM0111                          STATION DESCRIPTION
 PM0111
 PM0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0111'AT FRANCIS CREEK.
 PM0111'AT FRANCIS CREEK, 0.1 MILE NORTHWEST OF THE CROSSING OF COUNTY
 PM0111'ROAD V, ALONG THE CHICAGO AND NORTH WESTERN RAILWAY, 153 1/2
 PM0111'FEET EAST OF AND ACROSS THE MAIN TRACK FROM BENCH MARK X 88
 PM0111'DESCRIBED, 72.6 FEET SOUTHEAST OF THE STATION MARK DESCRIBED,
 PM0111'96 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, ABOUT
 PM0111'3 1/2 FEET NORTHWEST OF A CLUMP OF TREES, 1 1/2 FEET SOUTHWEST
 PM0111'OF A FENCE LINE, 1 1/2 FEET ABOVE THE LEVEL OF THE TRACK AND
 PM0111'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE LEVEL OF THE
 PM0111'GROUND.  SECTION 14, T20N, R23E.
 PM0111
 PM0111                          STATION RECOVERY (2001)
 PM0111
 PM0111'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PM0111'THE STATION IS LOCATED ABOUT 42 KM SOUTHEAST GREEN BAY AND 13 KM
 PM0111'NORTH-NORTHWEST OF MANITOWOC. OWNERSHIP--VILLAGE OF FRANCIS CREEK.
 PM0111'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 43 WITH
 PM0111'COUNTY HIGHWAY V ABOUT 13 KM NORTH-NORTHWEST OF THE CITY OF
 PM0111'MANITOWOC, GO EAST ON COUNTY HIGHWAY V FOR 0.9 KM TO COUNTY HIGHWAY
 PM0111'R, TURN LEFT AND GO NORTH-NORTHWEST ON COUNTY HIGHWAY R FOR 0.2 KM TO
 PM0111'COUNTY HIGHWAY V (EAST) ON THE RIGHT, TURN RIGHT AND GO EAST ON
 PM0111'COUNTY HIGHWAY V FOR 0.5 KM TO AN ABANDONED RAILROAD GRADE AND THE
 PM0111'STATION ON THE LEFT. THE STATION IS A BRONZE US COAST AND GEODETIC
 PM0111'SURVEY REFERENCE MARK DISK SET IN THE TOP OF A 30-CM SQUARE CONCRETE
 PM0111'POST ABOUT LEVEL WITH THE RAILROAD GRADE. THE STATION IS 125 M
 PM0111'NORTHWEST OF THE CENTERLINE OF COUNTY HIGHWAY V,  46.8 M EAST OF
 PM0111'STATION --X 88--, 31 M NORTHEAST OF CENTERLINE OF RAILROAD GRADE,
 PM0111'22.1 M SOUTHEAST OF STATION --FRANCIS CREEK--,    8 M SOUTHWEST OF A
 PM0111'CULTIVATED FIELD AND 1.0 M WEST OF AN ORANGE FIBERGLASS WITNESS POST.
 PM0111'---NOTE---THIS STATION HAS OBSTRUCTIONS IN ALL QUADRANTS.
 PM0111
 PM0111                          STATION RECOVERY (2003)
 PM0111
 PM0111'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0111'REFERENCE MARK 1 WAS RECOVERED IN GOOD CONDITION. ADD-- REFERENCE MARK
 PM0111'1 IS 3 FEET SOUTH OF AN ORANGE WITNESS POST, 2 FEET NORTHWEST OF A
 PM0111'CLUMP OF TREES, AND 1 FOOT WEST OF A WOODEN FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0476 ***********************************************************************
 PM0476  DESIGNATION -  FRANCIS CREEK ST ANNS CATH CH
 PM0476  PID         -  PM0476
 PM0476  STATE/COUNTY-  WI/MANITOWOC
 PM0476  USGS QUAD   -  MISHICOT (1978)
 PM0476
 PM0476                         *CURRENT SURVEY CONTROL
 PM0476  ___________________________________________________________________
 PM0476* NAD 83(1991)-  44 11 50.82295(N)    087 43 11.71167(W)     ADJUSTED  
 PM0476* NAVD 88     -                                                        
 PM0476  ___________________________________________________________________
 PM0476  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 PM0476  GEOID HEIGHT-         -36.11  (meters)                     GEOID03
 PM0476
 PM0476  HORZ ORDER  -  THIRD
 PM0476
 PM0476.The horizontal coordinates were established by classical geodetic methods
 PM0476.and adjusted by the National Geodetic Survey in November 1991..
 PM0476
 PM0476
 PM0476.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0476
 PM0476.The geoid height was determined by GEOID03.
 PM0476
 PM0476;                    North         East     Units Scale Factor Converg.
 PM0476;SPC WI S     -   246,618.653   782,251.577   MT  1.00002919   +1 33 59.9
 PM0476;SPC WI S     -   809,114.70  2,566,437.05   sFT  1.00002919   +1 33 59.9
 PM0476;SPC WI C     -    43,018.980   782,246.905   MT  1.00001035   +1 36 31.6
 PM0476;SPC WI C     -   141,138.10  2,566,421.72   sFT  1.00001035   +1 36 31.6
 PM0476;UTM  16      - 4,894,055.609   442,472.778   MT  0.99964070   -0 30 06.8
 PM0476
 PM0476                          SUPERSEDED SURVEY CONTROL
 PM0476
 PM0476  NAD 83(1986)-  44 11 50.81124(N)    087 43 11.70204(W) AD(       ) 4
 PM0476  NAD 27      -  44 11 50.83100(N)    087 43 11.39000(W) AD(       ) 3
 PM0476
 PM0476.Superseded values are not recommended for survey control.
 PM0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0476.See file dsdata.txt to determine how the superseded data were derived.
 PM0476
 PM0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4247394056(NAD 83)
 PM0476_MARKER: 91 = CHURCH CROSS
 PM0476_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0476+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2002
 PM0476
 PM0476  HISTORY     - Date     Condition        Report By
 PM0476  HISTORY     - 1953     FIRST OBSERVED   CGS
 PM0476  HISTORY     - 20021027 GOOD             USPSQD
 PM0476  HISTORY     - 20040308 GOOD             USPSQD
 PM0476
 PM0476                          STATION DESCRIPTION
 PM0476
 PM0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0476'STATION IS THE BASE OF THE CROSS ATOP THE SPIRE OF THE ST. ANNS
 PM0476'CATHOLIC CHURCH LOCATED IN THE SOUTH SECTION OF FRANCIS CREEK.  THE
 PM0476'SPIRE IS A WOODEN STRUCTURE COVERED WITH GRAY SHINGLES AND RISES
 PM0476'ABOUT 50 FEET ABOVE THE WEST END OF A YELLOW BRICK BUILDING.  IT IS
 PM0476'ABOUT 100 FEET EAST OF U.S. HIGHWAY 141.
 PM0476
 PM0476                          STATION RECOVERY (2002)
 PM0476
 PM0476'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0476'CHURCH IS ABOUT 100 FEET EAST OF COUNTY R (FORMERLY U.S. HIGHWAY 141)
 PM0476'NEAR THE INTERSECTION OF COUNTY V AND COUNTY R.
 PM0476
 PM0476                          STATION RECOVERY (2004)
 PM0476
 PM0476'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0476'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0573 ***********************************************************************
 QN0573  DESIGNATION -  FRANK
 QN0573  PID         -  QN0573
 QN0573  STATE/COUNTY-  WI/DUNN
 QN0573  USGS QUAD   -  WHEELER (1975)
 QN0573
 QN0573                         *CURRENT SURVEY CONTROL
 QN0573  ___________________________________________________________________
 QN0573* NAD 83(1991)-  45 00 34.19734(N)    091 58 59.54527(W)     ADJUSTED  
 QN0573* NAVD 88     -       384.1    (meters)    1260.     (feet)  VERTCON   
 QN0573  ___________________________________________________________________
 QN0573  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 QN0573  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 QN0573
 QN0573  HORZ ORDER  -  SECOND
 QN0573
 QN0573.The horizontal coordinates were established by classical geodetic methods
 QN0573.and adjusted by the National Geodetic Survey in March 1999..
 QN0573
 QN0573.The NAVD 88 height was computed by applying the VERTCON shift value to
 QN0573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QN0573
 QN0573.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0573
 QN0573.The geoid height was determined by GEOID03.
 QN0573
 QN0573;                    North         East     Units Scale Factor Converg.
 QN0573;SPC WI C     -   132,603.673   443,680.632   MT  0.99994341   -1 23 57.5
 QN0573;SPC WI C     -   435,050.55  1,455,642.21   sFT  0.99994341   -1 23 57.5
 QN0573;UTM  15      - 4,984,508.490   580,125.603   MT  0.99967894   +0 43 08.9
 QN0573
 QN0573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0573!SPC WI C     -   0.99994459  x   0.99994341  =   0.99988800
 QN0573!UTM  15      -   0.99994459  x   0.99967894  =   0.99962355
 QN0573
 QN0573|---------------------------------------------------------------------|
 QN0573| PID    Reference Object                     Distance      Geod. Az  |
 QN0573|                                                           dddmmss.s |
 QN0573| CJ4977 FRANK RM 2                           11.595 METERS 06534     |
 QN0573| CJ4976 FRANK RM 1                            9.435 METERS 31236     |
 QN0573|---------------------------------------------------------------------|
 QN0573
 QN0573                          SUPERSEDED SURVEY CONTROL
 QN0573
 QN0573  NAD 83(1991)-  45 00 34.19472(N)    091 58 59.54473(W) AD(       ) 2
 QN0573  NAD 83(1986)-  45 00 34.18881(N)    091 58 59.55426(W) AD(       ) 2
 QN0573  NAD 27      -  45 00 34.32223(N)    091 58 58.90761(W) AD(       ) 2
 QN0573  NGVD 29 (07/19/86)  384.1    (m)         1260.     (f) VERT ANG       
 QN0573
 QN0573.Superseded values are not recommended for survey control.
 QN0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0573.See file dsdata.txt to determine how the superseded data were derived.
 QN0573
 QN0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK8012684508(NAD 83)
 QN0573_MARKER: DD = SURVEY DISK
 QN0573_SETTING: 0 = UNSPECIFIED SETTING
 QN0573
 QN0573  HISTORY     - Date     Condition        Report By
 QN0573  HISTORY     - 1972     MONUMENTED       USGS
 QN0573
 QN0573                          STATION DESCRIPTION
 QN0573
 QN0573'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (JSA)
 QN0573'STATION IS ABOUT 2.3 MI. S. AND 2.6 MI. E. OF THE TOWN OF
 QN0573'BOYCEVILLE, FROM JUNCTION OF STATE HIGHWAYS 79 AND 170, NEAR CENTER
 QN0573'OF TOWN, T. 29 N., R. 13 W., NEAR CENTER OF E 1/2 OF SEC. 8.
 QN0573'
 QN0573'TO REACH FROM JUNCTION OF STATE HIGHWAY 79 AND 170 IN BOYCEVILLE, GO
 QN0573'SSE. ON STATE HIGHWAY 79 FOR 2.75 MI. TO JUNCTION STATE HIGHWAY 79
 QN0573'AND COUNTY ROAD J, GO SE. ON COUNTY ROAD J FOR 0.8 MI. TO RD. N.,
 QN0573'FOLLOW RD. N. FOR 0.4 MI. TO T-RD. E. JUST S. OF CHURCH, GO NE.
 QN0573'ABOUT 0.3 MI. TO T-RD. E. WHICH LEADS TO QUARRY PITS, GO SE. ON
 QN0573'QUARRY ROAD ABOUT 0.35 MI. TO ROAD NE., GO 0.3 MI. AROUND N.-E.
 QN0573'SIDE OF QUARRY PIT, PARK TRUCK AND WALK ABOUT 160 FT. ESE. TO
 QN0573'STATION, ON HIGHEST PART OF RIDGE BETWEEN BONNER COUNTY ROCK
 QN0573'QUARRY AND PRIVATE ROCK QUARRY.
 QN0573'
 QN0573'STATION MARK STAMPED ET FRANK 1972 IS ON HIGHEST PART OF RIDGE
 QN0573'BETWEEN TWO QUARRY PITS, 10 FT. N. OF EDGE NEXT TO S. PIT, 23 FT. S.
 QN0573'OF EDGE NEXT TO N. PIT.
 QN0573'
 QN0573'REFERENCE MARK NO. 1 STAMPED FRANK NO 1 1972 IS 31 FT. WNW. OF
 QN0573'STATION ALSO ON RIDGE BETWEEN TWO QUARRY PITS, 32 FT. N. OF EDGE NEXT
 QN0573'TO S.  PIT, 4 FT. S. OF EDGE NEXT TO N. PIT.
 QN0573'
 QN0573'REFERENCE MARK NO. 2 STAMPED FRANK NO 2 1972 IS 38 FT. ENE. OF
 QN0573'STATION ALSO ON RIDGE BETWEEN TWO QUARRY PITS, 29 FT. N. OF EDGE
 QN0573'NEXT TO S. PIT, 5 FT. S. OF EDGE NEXT TO N. PIT.
 QN0573'
 QN0573'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2-IN. COPPER COATED RODS,
 QN0573'DRIVEN INTO GROUND AND CENTERED IN 6-IN. DIAMETER PLASTIC PIPE,
 QN0573'12 IN. LONG AND FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  ALL
 QN0573'MARKS ARE FLUSH WITH GROUND.
 QN0573'
 QN0573'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0957 ***********************************************************************
 NH0957  DESIGNATION -  FRANKLIN
 NH0957  PID         -  NH0957
 NH0957  STATE/COUNTY-  WI/MILWAUKEE
 NH0957  USGS QUAD   -  HALES CORNERS (1994)
 NH0957
 NH0957                         *CURRENT SURVEY CONTROL
 NH0957  ___________________________________________________________________
 NH0957* NAD 83(1991)-  42 52 33.09502(N)    088 01 34.61230(W)     ADJUSTED  
 NH0957* NAVD 88     -       241.     (meters)     791.     (feet)  SCALED    
 NH0957  ___________________________________________________________________
 NH0957  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 NH0957  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 NH0957
 NH0957  HORZ ORDER  -  THIRD
 NH0957
 NH0957.The horizontal coordinates were established by classical geodetic methods
 NH0957.and adjusted by the National Geodetic Survey in October 1999..
 NH0957
 NH0957.The orthometric height was scaled from a topographic map.
 NH0957
 NH0957.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0957
 NH0957.The geoid height was determined by GEOID03.
 NH0957
 NH0957;                    North         East     Units Scale Factor Converg.
 NH0957;SPC WI S     -    99,208.413   761,243.362   MT  0.99997432   +1 21 22.1
 NH0957;SPC WI S     -   325,486.27  2,497,512.60   sFT  0.99997432   +1 21 22.1
 NH0957;UTM  16      - 4,747,540.182   416,180.965   MT  0.99968643   -0 41 54.0
 NH0957
 NH0957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0957!SPC WI S     -   0.99996767  x   0.99997432  =   0.99994199
 NH0957!UTM  16      -   0.99996767  x   0.99968643  =   0.99965411
 NH0957
 NH0957:                Primary Azimuth Mark                     Grid Az
 NH0957:SPC WI S     -  MILWAUKEE CO HOUSE OF CORR TK            074 48 51.5
 NH0957:UTM  16      -  MILWAUKEE CO HOUSE OF CORR TK            076 52 07.6
 NH0957
 NH0957|---------------------------------------------------------------------|
 NH0957| PID    Reference Object                     Distance      Geod. Az  |
 NH0957|                                                           dddmmss.s |
 NH0957| NH0944 MILWAUKEE CO HOUSE OF CORR TK       APPROX. 2.0 KM 0761013.6 |
 NH0957| NH0960 MILWAUKEE CO HOUSE OF CORR STK      APPROX. 2.0 KM 0762517.5 |
 NH0957| CI8715 FRANKLIN RM 1                        20.225 METERS 15255     |
 NH0957| NH0950 ST MARTINS SACRED HEARTS CH         APPROX. 3.9 KM 3161443.4 |
 NH0957| CI8716 FRANKLIN RM 2                        25.073 METERS 33347     |
 NH0957| CI8714 FRANKLIN AZ MK                                     3393645.5 |
 NH0957|---------------------------------------------------------------------|
 NH0957
 NH0957                          SUPERSEDED SURVEY CONTROL
 NH0957
 NH0957  NAD 83(1991)-  42 52 33.09546(N)    088 01 34.61297(W) AD(       ) 3
 NH0957  NAD 83(1986)-  42 52 33.08485(N)    088 01 34.62758(W) AD(       ) 3
 NH0957  NAD 27      -  42 52 33.02700(N)    088 01 34.32500(W) AD(       ) 3
 NH0957
 NH0957.Superseded values are not recommended for survey control.
 NH0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0957.See file dsdata.txt to determine how the superseded data were derived.
 NH0957
 NH0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1618147540(NAD 83)
 NH0957_MARKER: DS = TRIANGULATION STATION DISK
 NH0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0957_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NH0957+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2001
 NH0957
 NH0957  HISTORY     - Date     Condition        Report By
 NH0957  HISTORY     - 1953     MONUMENTED       CGS
 NH0957  HISTORY     - 1963     GOOD             LOCENG
 NH0957  HISTORY     - 20010906 GOOD             USPSQD
 NH0957
 NH0957                          STATION DESCRIPTION
 NH0957
 NH0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 NH0957'STATION IS LOCATED 4 MILES SOUTH OF HALES CORNER, 2 MILES
 NH0957'EAST OF DURHAM, ON A HIGH CUT ON THE WEST SIDE OF STATE HIGHWAY
 NH0957'100 AND ON THE PROPERTY OWNED BY MR. N. PECK.  IT IS 86 FEET
 NH0957'NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 85 FEET WEST
 NH0957'OF THE CENTER OF STATE HIGHWAY 100, 29 FEET WEST OF A POWER
 NH0957'LINE POLE, 15 FEET SOUTHEAST OF A CHERRY TREE AND 9 FEET WEST
 NH0957'OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 NH0957'IS STAMPED FRANKLIN 1953.
 NH0957'
 NH0957'REFERENCE MARK NO. 1 IS 15 FEET WEST OF THE EDGE OF THE
 NH0957'HIGHWAY CUT AND 12 FEET EAST OF A 6 INCH TWIN CHERRY TREE.
 NH0957'THE MARK IS FLUSH AND THE DISK IS STAMPED FRANKLIN NO 1 1953.
 NH0957'
 NH0957'REFERENCE MARK NO. 2 IS 13 FEET SOUTHEAST OF AN 8 INCH OAK
 NH0957'TREE AND 6 FEET WEST OF THE HIGHWAY CUT.  THE MARK IS FLUSH
 NH0957'AND THE DISK IS STAMPED FRANKLIN NO 2 1953.
 NH0957'
 NH0957'AZIMUTH MARK IS 85 FEET EAST OF THE CENTER OF STATE HIGHWAY
 NH0957'100 AND 4 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK IS
 NH0957'FLUSH AND THE DISK IS STAMPED FRANKLIN 1953.
 NH0957'
 NH0957'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 NH0957'45 AND STATE HIGHWAY 100,3 MILES SOUTH OF HALES CORNER, GO
 NH0957'SOUTH ON HIGHWAY 100 FOR 0.9 MILE TO AZIMUTH MARK ON THE LEFT
 NH0957'AS DESCRIBED.  CONTINUE SOUTH FOR 0.2 MILE TO THE STATION ON
 NH0957'THE RIGHT AS DESCRIBED.
 NH0957'
 NH0957'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NH0957
 NH0957                          STATION RECOVERY (1963)
 NH0957
 NH0957'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1963 (AS)
 NH0957'RECOVERED BY ENGR SUR AND CAL SERV
 NH0957'
 NH0957'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NH0957
 NH0957                          STATION RECOVERY (2001)
 NH0957
 NH0957'RECOVERY NOTE BY US POWER SQUADRON 2001
 NH0957'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5099 ***********************************************************************
 DH5099  DESIGNATION -  FRANKLIN C GPS
 DH5099  PID         -  DH5099
 DH5099  STATE/COUNTY-  WI/SAUK
 DH5099  USGS QUAD   -  PLAIN (1983)
 DH5099
 DH5099                         *CURRENT SURVEY CONTROL
 DH5099  ___________________________________________________________________
 DH5099* NAD 83(1997)-  43 17 24.34554(N)    090 01 42.75735(W)     ADJUSTED  
 DH5099* NAVD 88     -                                                        
 DH5099  ___________________________________________________________________
 DH5099  X           -      -2,316.578 (meters)                     COMP
 DH5099  Y           -  -4,650,066.328 (meters)                     COMP
 DH5099  Z           -   4,351,160.367 (meters)                     COMP
 DH5099  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 DH5099  ELLIP HEIGHT-         210.02  (meters)          (08/01/05) GPS OBS
 DH5099  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 DH5099
 DH5099  HORZ ORDER  -  FIRST
 DH5099  ELLP ORDER  -  SECOND    CLASS I
 DH5099
 DH5099.The horizontal coordinates were established by GPS observations
 DH5099.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5099
 DH5099
 DH5099.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5099
 DH5099.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5099
 DH5099.The ellipsoidal height was determined by GPS observations
 DH5099.and is referenced to NAD 83.
 DH5099
 DH5099.The geoid height was determined by GEOID03.
 DH5099
 DH5099;                    North         East     Units Scale Factor Converg.
 DH5099;SPC WI S     -   143,317.476   597,683.650   MT  0.99993442   -0 01 10.6
 DH5099;SPC WI S     -   470,200.75  1,960,900.44   sFT  0.99993442   -0 01 10.6
 DH5099;UTM  15      - 4,797,318.508   741,062.575   MT  1.00031490   +2 02 18.5
 DH5099;UTM  16      - 4,797,484.946   254,305.888   MT  1.00034263   -2 04 39.7
 DH5099
 DH5099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5099!SPC WI S     -   0.99996707  x   0.99993442  =   0.99990149
 DH5099!UTM  15      -   0.99996707  x   1.00031490  =   1.00028196
 DH5099!UTM  16      -   0.99996707  x   1.00034263  =   1.00030968
 DH5099
 DH5099                          SUPERSEDED SURVEY CONTROL
 DH5099
 DH5099.No superseded survey control is available for this station.
 DH5099
 DH5099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH4106397319(NAD 83)
 DH5099_MARKER: DD = SURVEY DISK
 DH5099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5099_STAMPING: FRANKLIN C GPS 2004
 DH5099_MARK LOGO: WIDT  
 DH5099_PROJECTION: FLUSH
 DH5099_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5099+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5099
 DH5099  HISTORY     - Date     Condition        Report By
 DH5099  HISTORY     - 2003     MONUMENTED       WIDT
 DH5099
 DH5099                          STATION DESCRIPTION
 DH5099
 DH5099'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5099'OWNERSHIP--TOWN OF FRANKLIN.  TO REACH THE STATION FROM THE JUNCTION
 DH5099'OF STATE HIGHWAY  23 WITH COUNTY HIGHWAY N WEST AND WILLOW ROAD ABOUT
 DH5099'1.0 MI NORTH OF THE VILLAGE OF  PLAIN, GO EAST ON WILLOW ROAD FOR 0.5
 DH5099'MI TO VALLEY VIEW ROAD, TURN RIGHT AND GO  SOUTHEAST ON VALLEY VIEW
 DH5099'ROAD FOR 0.4 MI TO THE STATION ON THE LEFT.  THE STATION IS A  BRONZE
 DH5099'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH5099'DISK  SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL
 DH5099'WITH THE ROAD PAVEMENT.   THE STATION IS 5.7 M NORTHEAST OF THE
 DH5099'CENTERLINE OF VALLEY VIEW ROAD, 74 M  EAST-SOUTHEAST OF A WOOD POST
 DH5099'FOR A --LEFT CURVE ARROW-- SIGN, 8 M NORTHWEST OF THE  CENTERLINE OF A
 DH5099'FIELD ENTRANCE, 0.8 M SOUTHWEST OF A FENCE, 1.0 M NORTHWEST OF AN
 DH5099'ORANGE 4X4 PLASTIC WITNESS POST AND 1.0 M SOUTHEAST OF AN ORANGE 4X4
 DH5099'PLASTIC WITNESS  POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH5099'OBSTRUCTIONS EXTENDING HIGHER THAN 15  DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF6013 ***********************************************************************
 DF6013  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6013  DESIGNATION -  FRANKLIN E GPS
 DF6013  PID         -  DF6013
 DF6013  STATE/COUNTY-  WI/MANITOWOC
 DF6013  USGS QUAD   -  WHITELAW (1978)
 DF6013
 DF6013                         *CURRENT SURVEY CONTROL
 DF6013  ___________________________________________________________________
 DF6013* NAD 83(1997)-  44 09 27.01258(N)    087 48 06.00591(W)     ADJUSTED  
 DF6013* NAVD 88     -       239.70   (meters)     786.4    (feet)  GPS OBS   
 DF6013  ___________________________________________________________________
 DF6013  X           -     175,815.170 (meters)                     COMP
 DF6013  Y           -  -4,580,074.825 (meters)                     COMP
 DF6013  Z           -   4,420,805.784 (meters)                     COMP
 DF6013  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 DF6013  ELLIP HEIGHT-         203.65  (meters)          (06/11/03) GPS OBS
 DF6013  GEOID HEIGHT-         -36.05  (meters)                     GEOID03
 DF6013
 DF6013  HORZ ORDER  -  FIRST
 DF6013  ELLP ORDER  -  THIRD     CLASS I
 DF6013
 DF6013.The horizontal coordinates were established by GPS observations
 DF6013.and adjusted by the National Geodetic Survey in June 2003..
 DF6013
 DF6013.The orthometric height was determined by GPS observations and a
 DF6013.high-resolution geoid model using precise GPS observation and
 DF6013.processing techniques.
 DF6013
 DF6013.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6013
 DF6013.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6013
 DF6013.The ellipsoidal height was determined by GPS observations
 DF6013.and is referenced to NAD 83.
 DF6013
 DF6013.The geoid height was determined by GEOID03.
 DF6013
 DF6013;                    North         East     Units Scale Factor Converg.
 DF6013;SPC WI S     -   242,005.845   775,835.807   MT  1.00001972   +1 30 37.7
 DF6013;SPC WI S     -   793,980.84  2,545,387.98   sFT  1.00001972   +1 30 37.7
 DF6013;UTM  16      - 4,889,679.068   435,897.164   MT  0.99965054   -0 33 30.6
 DF6013
 DF6013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6013!SPC WI S     -   0.99996807  x   1.00001972  =   0.99998779
 DF6013!UTM  16      -   0.99996807  x   0.99965054  =   0.99961862
 DF6013
 DF6013                          SUPERSEDED SURVEY CONTROL
 DF6013
 DF6013.No superseded survey control is available for this station.
 DF6013
 DF6013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3589789679(NAD 83)
 DF6013_MARKER: DD = SURVEY DISK
 DF6013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6013_STAMPING: FRANKLIN E GPS 1993-94
 DF6013_MARK LOGO: WI-071
 DF6013_PROJECTION: FLUSH
 DF6013_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6013+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 DF6013
 DF6013  HISTORY     - Date     Condition        Report By
 DF6013  HISTORY     - 1993     MONUMENTED       WI-071
 DF6013  HISTORY     - 2002     GOOD             WIDT
 DF6013  HISTORY     - 20030622 GOOD             USPSQD
 DF6013  HISTORY     - 20060112 GOOD             WIDT
 DF6013
 DF6013                          STATION DESCRIPTION
 DF6013
 DF6013'DESCRIBED BY WI DEPT OF TRANSP 2002 (DJH)
 DF6013'THE STATION IS LOCATED ABOUT 66 KM NORTHEAST OF FOND DU LAC, 44
 DF6013'SOUTH-SOUTHEAST OF
 DF6013'GREEN BAY, AND 10 KM NORTHWEST OF MANITOWOC.  OWNERSHIP--MANITOWOC
 DF6013'COUNTY.  TO REACH
 DF6013'THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH STATE HIGHWAY 310
 DF6013'ABOUT 8 KM
 DF6013'NORTHWEST OF THE CITY OF MANITOWOC, GO WEST ON US HIGHWAY 10 FOR 4.5
 DF6013'KM TO DANMAR
 DF6013'ROAD ON THE RIGHT, CONTINUE WEST ON US HIGHWAY 10 FOR 1.5 KM TO COUNTY
 DF6013'HIGHWAY T, TURN
 DF6013'RIGHT AND GO NORTH ON COUNTY HIGHWAY T FOR 0.8 KM TO SAN ROAD,
 DF6013'CONTINUE NORTH ON
 DF6013'COUNTY HIGHWAY T FOR 0.5 KM TO THE STATION ON THE LEFT.  THE STATION
 DF6013'IS A BRONZE
 DF6013'MANITOWOC COUNTY GEODETIC CONTROL MARKER DISK SET IN THE TOP OF A
 DF6013'41-CM DIAMETER
 DF6013'CONCRETE POST SET TO A DEPTH OF 1.8 M AND ABOUT LEVEL WITH THE HIGHWAY
 DF6013'PAVEMENT.  THE
 DF6013'STATION IS 11.4 M WEST OF THE CENTERLINE OF COUNTY HIGHWAY T, 23.3 M
 DF6013'WEST-SOUTHWEST OF
 DF6013'THE TOP CENTER OF A TELEPHONE PEDESTAL --2452--, 19.8 M NORTH OF A GAS
 DF6013'PIPELINE PEDESTAL,
 DF6013'19.3 M SOUTH OF A PRIVATE ENTRANCE --5016--, 9.8 M SOUTHEAST OF A
 DF6013'TELEPHONE PEDESTAL --2453--,
 DF6013'AND 0.9 M NORTHWEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THE
 DF6013'STATION IS IN THE YARD
 DF6013'IN FRONT OF THE HOUSE.  ---NOTE2---THIS STATION HAS NO VISIBLE
 DF6013'OBSTRUCTIONS EXTENDING
 DF6013'HIGHER THAN 10 DEGREES ABOVE THE HORIZON.
 DF6013' 
 DF6013' 
 DF6013' 
 DF6013' 
 DF6013' 
 DF6013'
 DF6013
 DF6013                          STATION RECOVERY (2003)
 DF6013
 DF6013'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6013'RECOVERED IN GOOD CONDITION.
 DF6013
 DF6013                          STATION RECOVERY (2006)
 DF6013
 DF6013'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF6013'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M WEST, 1.1 M
 DF6013'SOUTHEAST, AND 1.0 M NORTHEAST OF THREE ORANGE 4X4 PLASTIC GUARD
 DF6013'POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5059 ***********************************************************************
 DH5059  DESIGNATION -  FRANKLIN E GPS
 DH5059  PID         -  DH5059
 DH5059  STATE/COUNTY-  WI/VERNON
 DH5059  USGS QUAD   -  READSTOWN (1983)
 DH5059
 DH5059                         *CURRENT SURVEY CONTROL
 DH5059  ___________________________________________________________________
 DH5059* NAD 83(1997)-  43 26 31.52629(N)    090 51 01.75298(W)     ADJUSTED  
 DH5059* NAVD 88     -                                                        
 DH5059  ___________________________________________________________________
 DH5059  X           -     -68,851.211 (meters)                     COMP
 DH5059  Y           -  -4,638,041.886 (meters)                     COMP
 DH5059  Z           -   4,363,514.349 (meters)                     COMP
 DH5059  LAPLACE CORR-          -8.83  (seconds)                    DEFLEC99
 DH5059  ELLIP HEIGHT-         322.51  (meters)          (08/01/05) GPS OBS
 DH5059  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 DH5059
 DH5059  HORZ ORDER  -  FIRST
 DH5059  ELLP ORDER  -  SECOND    CLASS I
 DH5059
 DH5059.The horizontal coordinates were established by GPS observations
 DH5059.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5059
 DH5059
 DH5059.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5059
 DH5059.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5059
 DH5059.The ellipsoidal height was determined by GPS observations
 DH5059.and is referenced to NAD 83.
 DH5059
 DH5059.The geoid height was determined by GEOID03.
 DH5059
 DH5059;                    North         East     Units Scale Factor Converg.
 DH5059;SPC WI S     -   160,553.618   531,155.557   MT  0.99993280   -0 35 03.7
 DH5059;SPC WI S     -   526,749.66  1,742,632.86   sFT  0.99993280   -0 35 03.7
 DH5059;UTM  15      - 4,812,154.264   673,944.219   MT  0.99997219   +1 28 42.3
 DH5059
 DH5059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5059!SPC WI S     -   0.99994943  x   0.99993280  =   0.99988223
 DH5059!UTM  15      -   0.99994943  x   0.99997219  =   0.99992162
 DH5059
 DH5059                          SUPERSEDED SURVEY CONTROL
 DH5059
 DH5059.No superseded survey control is available for this station.
 DH5059
 DH5059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7394412154(NAD 83)
 DH5059_MARKER: DD = SURVEY DISK
 DH5059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5059_STAMPING: FRANKLIN E GPS 2004
 DH5059_MARK LOGO: WIDT  
 DH5059_PROJECTION: FLUSH
 DH5059_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5059+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH5059
 DH5059  HISTORY     - Date     Condition        Report By
 DH5059  HISTORY     - 2003     MONUMENTED       WIDT
 DH5059  HISTORY     - 20051228 GOOD             WIDT
 DH5059
 DH5059                          STATION DESCRIPTION
 DH5059
 DH5059'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5059'OWNERSHIP--TOWN OF FRANKLIN.  TO REACH THE STATION FROM THE JUNCTION
 DH5059'OF US HIGHWAY 14  AND US HIGHWAY 61 WITH COUNTY HIGHWAY JJ ABOUT 5 MI
 DH5059'SOUTHEAST OF THE CITY OF VIROQUA,  GO WEST ON COUNTY HIGHWAY JJ FOR
 DH5059'1.55 MI TO COUNTY HIGHWAY J, TURN LEFT AND GO SOUTH  ON COUNTY HIGHWAY
 DH5059'J FOR 2.9 MI TO STUMP RIDGE ROAD ON THE RIGHT, TURN RIGHT AND GO  WEST
 DH5059'ON STUMP RIDGE ROAD FOR 0.1 MI TO THE STATION ON THE RIGHT.  THE
 DH5059'STATION IS A BRONZE  WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH5059'SURVEY CONTROL STATION DISK SET IN  THE TOP OF A 41-CM DIAMETER
 DH5059'CONCRETE POST ABOUT 1 M ABOVE THE ROAD PAVEMENT.  THE  STATION IS 6.4
 DH5059'M NORTH OF THE CENTERLINE OF STUMP RIDGE ROAD, 100 M EAST OF THE
 DH5059'EXTENDED  CENTERLINE OF PRIVATE ENTRANCE --E8021--, 32 M
 DH5059'WEST-NORTHWEST OF POWER POLE --F9R3--. 1 M  SOUTH OF A CULTIVATED
 DH5059'FIELD, 1.0 M EAST OF AN ORANGE 4X4 PLASTIC WITNESS POST, AND 1.0 M
 DH5059'WEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION
 DH5059'HAS NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE
 DH5059'THE HORIZON.
 DH5059
 DH5059                          STATION RECOVERY (2005)
 DH5059
 DH5059'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5059'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF6017 ***********************************************************************
 DF6017  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6017  DESIGNATION -  FRANKLIN GPS
 DF6017  PID         -  DF6017
 DF6017  STATE/COUNTY-  WI/MANITOWOC
 DF6017  USGS QUAD   -  REEDSVILLE (1992)
 DF6017
 DF6017                         *CURRENT SURVEY CONTROL
 DF6017  ___________________________________________________________________
 DF6017* NAD 83(1997)-  44 13 14.35484(N)    087 52 54.34293(W)     ADJUSTED  
 DF6017* NAVD 88     -       282.39   (meters)     926.5    (feet)  GPS OBS   
 DF6017  ___________________________________________________________________
 DF6017  X           -     169,232.869 (meters)                     COMP
 DF6017  Y           -  -4,575,458.833 (meters)                     COMP
 DF6017  Z           -   4,425,867.269 (meters)                     COMP
 DF6017  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 DF6017  ELLIP HEIGHT-         246.38  (meters)          (06/11/03) GPS OBS
 DF6017  GEOID HEIGHT-         -36.01  (meters)                     GEOID03
 DF6017
 DF6017  HORZ ORDER  -  FIRST
 DF6017  ELLP ORDER  -  THIRD     CLASS I
 DF6017
 DF6017.The horizontal coordinates were established by GPS observations
 DF6017.and adjusted by the National Geodetic Survey in June 2003..
 DF6017
 DF6017.The orthometric height was determined by GPS observations and a
 DF6017.high-resolution geoid model using precise GPS observation and
 DF6017.processing techniques.
 DF6017
 DF6017.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6017
 DF6017.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6017
 DF6017.The ellipsoidal height was determined by GPS observations
 DF6017.and is referenced to NAD 83.
 DF6017
 DF6017.The geoid height was determined by GEOID03.
 DF6017
 DF6017;                    North         East     Units Scale Factor Converg.
 DF6017;SPC WI S     -   248,854.999   769,252.606   MT  1.00003492   +1 27 19.6
 DF6017;SPC WI S     -   816,451.78  2,523,789.59   sFT  1.00003492   +1 27 19.6
 DF6017;UTM  16      - 4,896,758.875   429,567.968   MT  0.99966101   -0 36 54.0
 DF6017
 DF6017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6017!SPC WI S     -   0.99996137  x   1.00003492  =   0.99999629
 DF6017!UTM  16      -   0.99996137  x   0.99966101  =   0.99962239
 DF6017
 DF6017                          SUPERSEDED SURVEY CONTROL
 DF6017
 DF6017.No superseded survey control is available for this station.
 DF6017
 DF6017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP2956896759(NAD 83)
 DF6017_MARKER: DD = SURVEY DISK
 DF6017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6017_STAMPING: FRANKLIN GPS 1993-94
 DF6017_MARK LOGO: WI-071
 DF6017_PROJECTION: FLUSH
 DF6017_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6017+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2005
 DF6017
 DF6017  HISTORY     - Date     Condition        Report By
 DF6017  HISTORY     - 1993     MONUMENTED       WI-071
 DF6017  HISTORY     - 2002     GOOD             WIDT
 DF6017  HISTORY     - 20030625 GOOD             USPSQD
 DF6017  HISTORY     - 20050906 GOOD             WIDT
 DF6017
 DF6017                          STATION DESCRIPTION
 DF6017
 DF6017'DESCRIBED BY WI DEPT OF TRANSP 2002 (DJH)
 DF6017'THE STATION IS LOCATED ABOUT 29 KM SOUTHEAST OF DEPERE, 15 KM
 DF6017'SOUTH-SOUTHWEST OF
 DF6017'DENMARK, AND 15 KM NORTHEAST OF BRILLION.  OWNERSHIP--TOWN OF
 DF6017'FRANKLIN.  TO REACH THE
 DF6017'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 43 WITH COUNTY HIGHWAY
 DF6017'K (EXIT 160)
 DF6017'ABOUT 15 KM NORTH OF THE CITY OF MANITOWOC, GO WEST ON COUNTY HIGHWAY
 DF6017'K FOR 9.1 KM TO
 DF6017'COUNTY HIGHWAY HH (NORTH) AND MENCHALVILLE ROAD, TURN LEFT AND GO
 DF6017'SOUTH ON
 DF6017'MECHALVILLE ROAD FOR 0.5 KM TO THE STATION ON THE LEFT.  THE STATION
 DF6017'IS A BRONZE
 DF6017'MANITOWOC COUNTY GEODETIC CONTROL MARKER DISK SET IN THE TOP OF A
 DF6017'35-CM DIAMETER
 DF6017'CONCRETE POST ABOUT 2.5 M ABOVE THE ROAD PAVEMENT.  THE STATION IS 16
 DF6017'M EAST OF THE
 DF6017'CENTERLINE OF MENCHALVILLE ROAD, 46.4 M SOUTHEAST OF A MAILBOX
 DF6017'--10132--, 40.2 M NORTHEAST
 DF6017'OF AMAILBOX --10124--, 29.3 M NORTHEAST OF A POWER POLE --20022-8E1--,
 DF6017'1.0 M WEST OF CULTIVATED
 DF6017'FIELD, 1.0 M SOUTHEAST OF A WHITE PLASTIC WITNESS POST, 1.0 M
 DF6017'NORTHEAST, 1.0 M SOUTH, AND
 DF6017'1.0 M NORTHWEST OF THREE 4X4 ORANGE PLASTIC WITNESS POSTS.
 DF6017'---NOTE---THIS STATION HAS NO
 DF6017'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DF6017'HORIZON.
 DF6017' 
 DF6017' 
 DF6017' 
 DF6017' 
 DF6017' 
 DF6017' 
 DF6017'
 DF6017
 DF6017                          STATION RECOVERY (2003)
 DF6017
 DF6017'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6017'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS LOCATED IN THE
 DF6017'CENTER OF A TRIANGLE FORMED BY THREE ORANGE PLASTIC GUARD POSTS.
 DF6017
 DF6017                          STATION RECOVERY (2005)
 DF6017
 DF6017'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DF6017'RECOVERED IN GOOD CONDITION.  NOTE THE MAILBOX TO --10124-- IS NOT
 DF6017'PRESENT AND THE POWER POLE IS NUMBERED --2022-8E1--(NOT 20022-8E1).
 DF6017'ADD--THE STAQTION IS 48.0 M SOUTH OF TELEPHONE JUNCTION BOX --1456--,
 DF6017'1.0 M SOUTHEAST OF A WHITE PLASTIC COUNTY --GPS SURVEY MARKER-- POST,
 DF6017'AND 1.0 M EAST, 1.0 M SOUTHWEST, AND 1.0 M NORTHWEST OF THREE 4X4
 DF6017'ORANGE PLASTIC GUARD POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9535 ***********************************************************************
 DF9535  DESIGNATION -  FRANKLIN N GPS
 DF9535  PID         -  DF9535
 DF9535  STATE/COUNTY-  WI/MILWAUKEE
 DF9535  USGS QUAD   -  HALES CORNERS (1994)
 DF9535
 DF9535                         *CURRENT SURVEY CONTROL
 DF9535  ___________________________________________________________________
 DF9535* NAD 83(1997)-  42 54 46.56789(N)    088 02 30.89770(W)     ADJUSTED  
 DF9535* NAVD 88     -       233.387  (meters)     765.70   (feet)  ADJUSTED  
 DF9535  ___________________________________________________________________
 DF9535  X           -     159,863.159 (meters)                     COMP
 DF9535  Y           -  -4,675,957.852 (meters)                     COMP
 DF9535  Z           -   4,320,558.206 (meters)                     COMP
 DF9535  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 DF9535  ELLIP HEIGHT-         198.60  (meters)          (04/02/04) GPS OBS
 DF9535  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 DF9535  DYNAMIC HT  -         233.323 (meters)     765.49  (feet)  COMP
 DF9535  MODELED GRAV-     980,340.1   (mgal)                       NAVD 88
 DF9535
 DF9535  HORZ ORDER  -  FIRST
 DF9535  VERT ORDER  -  SECOND    CLASS I
 DF9535  ELLP ORDER  -  FOURTH    CLASS I
 DF9535
 DF9535.The horizontal coordinates were established by GPS observations
 DF9535.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DF9535
 DF9535.The orthometric height was determined by differential leveling
 DF9535.and adjusted by the National Geodetic Survey in February 2004..
 DF9535
 DF9535.Photographs are available for this station.
 DF9535
 DF9535.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9535
 DF9535.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9535
 DF9535.The ellipsoidal height was determined by GPS observations
 DF9535.and is referenced to NAD 83.
 DF9535
 DF9535.The geoid height was determined by GEOID03.
 DF9535
 DF9535.The dynamic height is computed by dividing the NAVD 88
 DF9535.geopotential number by the normal gravity value computed on the
 DF9535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9535.degrees latitude (g = 980.6199 gals.).
 DF9535
 DF9535.The modeled gravity was interpolated from observed gravity values.
 DF9535
 DF9535;                    North         East     Units Scale Factor Converg.
 DF9535;SPC WI S     -   103,295.823   759,869.603   MT  0.99996864   +1 20 43.5
 DF9535;SPC WI S     -   338,896.38  2,493,005.52   sFT  0.99996864   +1 20 43.5
 DF9535;UTM  16      - 4,751,673.044   414,954.983   MT  0.99968898   -0 42 34.1
 DF9535
 DF9535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9535!SPC WI S     -   0.99996886  x   0.99996864  =   0.99993750
 DF9535!UTM  16      -   0.99996886  x   0.99968898  =   0.99965785
 DF9535
 DF9535                          SUPERSEDED SURVEY CONTROL
 DF9535
 DF9535  NAVD 88 (04/02/04)  233.39   (m)          765.7    (f) LEVELING    3  
 DF9535
 DF9535.Superseded values are not recommended for survey control.
 DF9535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9535.See file dsdata.txt to determine how the superseded data were derived.
 DF9535
 DF9535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1495551673(NAD 83)
 DF9535_MARKER: DD = SURVEY DISK
 DF9535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9535_STAMPING: FRANKLIN N GPS 2002
 DF9535_MARK LOGO: WIDT  
 DF9535_PROJECTION: FLUSH
 DF9535_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9535+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9535
 DF9535  HISTORY     - Date     Condition        Report By
 DF9535  HISTORY     - 2001     MONUMENTED       WIDT
 DF9535
 DF9535                          STATION DESCRIPTION
 DF9535
 DF9535'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9535'THE STATION IS LOCATED ABOUT 29 KM NORTHWEST OF RACINE, 18 KM
 DF9535'SOUTHWEST OF MILWAUKEE AND 3 KM NORTH OF FRANKLIN.
 DF9535'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9535'STATION FROM THE JUNCTION OF US HIGHWAY 45 NORTH AND STATE HIGHWAY
 DF9535'100 WITH US HIGHWAY 45 SOUTH AND STATE HIGHWAY 36 ABOUT 2 KM WEST OF
 DF9535'THE CITY OF FRANKLIN, GO NORTH ON US HIGHWAY 45 AND STATE HIGHWAY 100
 DF9535'FOR 1.8 KM TO DREXEL AVENUE, CONTINUE NORTH ON US HIGHWAY 45 AND
 DF9535'STATE HIGHWAY 100 FOR 0.7 KM TO THE OFF-RAMP TO COUNTY HIGHWAY BB
 DF9535'(RAWSON ROAD) ON THE RIGHT, TURN RIGHT AND GO NORTHEAST ON THE
 DF9535'OFF-RAMP FOR 0.1 KM TO THE STATION ON THE LEFT.  THE STATION IS A
 DF9535'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9535'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9535'A DEPTH OF 2.4 M AND ABOUT 1 M BELOW THE ROAD PAVEMENT.  THE STATION
 DF9535'IS 22.0 M NORTH-NORTHWEST OF THE CENTERLINE OF THE OFF-RAMP TO COUNTY
 DF9535'HIGHWAY BB (RAWSON ROAD), 45.0 M SOUTH-SOUTHWEST OF UTILITY POLE
 DF9535'--94-05387--, 42.1 M WEST OF UTILITY POLE --881009136  45-4--, AND
 DF9535'32.5 M NORTHEAST OF TELEPHONE POLE --64-3015  30-5--.  ---NOTE---THE
 DF9535'STATION IS NORTHWEST, EAST-SOUTHEAST AND NORTH-NORTHEAST OF THREE
 DF9535'ORANGE 4X4 PLASTIC WITNESS POSTS. ---NOTE2---THIS STATION HAS NO
 DF9535'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE
 DF9535'HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5103 ***********************************************************************
 DH5103  DESIGNATION -  FRANKLIN N GPS
 DH5103  PID         -  DH5103
 DH5103  STATE/COUNTY-  WI/SAUK
 DH5103  USGS QUAD   -  PLAIN (1983)
 DH5103
 DH5103                         *CURRENT SURVEY CONTROL
 DH5103  ___________________________________________________________________
 DH5103* NAD 83(1997)-  43 20 38.06143(N)    090 04 02.33235(W)     ADJUSTED  
 DH5103* NAVD 88     -                                                        
 DH5103  ___________________________________________________________________
 DH5103  X           -      -5,458.374 (meters)                     COMP
 DH5103  Y           -  -4,645,974.686 (meters)                     COMP
 DH5103  Z           -   4,355,521.781 (meters)                     COMP
 DH5103  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 DH5103  ELLIP HEIGHT-         227.06  (meters)          (08/01/05) GPS OBS
 DH5103  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 DH5103
 DH5103  HORZ ORDER  -  FIRST
 DH5103  ELLP ORDER  -  SECOND    CLASS I
 DH5103
 DH5103.The horizontal coordinates were established by GPS observations
 DH5103.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5103
 DH5103
 DH5103.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5103
 DH5103.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5103
 DH5103.The ellipsoidal height was determined by GPS observations
 DH5103.and is referenced to NAD 83.
 DH5103
 DH5103.The geoid height was determined by GEOID03.
 DH5103
 DH5103;                    North         East     Units Scale Factor Converg.
 DH5103;SPC WI S     -   149,297.115   594,542.185   MT  0.99993305   -0 02 46.5
 DH5103;SPC WI S     -   489,818.95  1,950,593.82   sFT  0.99993305   -0 02 46.5
 DH5103;UTM  15      - 4,803,183.589   737,707.041   MT  1.00029512   +2 00 49.9
 DH5103;UTM  16      - 4,803,576.143   251,380.081   MT  1.00036042   -2 06 23.1
 DH5103
 DH5103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5103!SPC WI S     -   0.99996439  x   0.99993305  =   0.99989745
 DH5103!UTM  15      -   0.99996439  x   1.00029512  =   1.00025950
 DH5103!UTM  16      -   0.99996439  x   1.00036042  =   1.00032480
 DH5103
 DH5103                          SUPERSEDED SURVEY CONTROL
 DH5103
 DH5103.No superseded survey control is available for this station.
 DH5103
 DH5103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ3770703184(NAD 83)
 DH5103_MARKER: DD = SURVEY DISK
 DH5103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5103_STAMPING: FRANKLIN N GPS 2004
 DH5103_MARK LOGO: WIDT  
 DH5103_PROJECTION: FLUSH
 DH5103_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5103+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5103
 DH5103  HISTORY     - Date     Condition        Report By
 DH5103  HISTORY     - 2003     MONUMENTED       WIDT
 DH5103
 DH5103                          STATION DESCRIPTION
 DH5103
 DH5103'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5103'OWNERSHIP--TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 23
 DH5103'WITH COUNTY  HIGHWAY GG ABOUT 5.0 MI NORTH OF THE VILLAGE OF PLAIN, GO
 DH5103'SOUTH ON STATE HIGHWAY 23 FOR  0.5 MI TO VALLEY VIEW ROAD ON THE LEFT,
 DH5103'TURN LEFT AND GO EAST ON VALLEY VIEW ROAD FOR 0.05  MI TO THE STATION
 DH5103'ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH5103'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH5103'A 41-CM DIAMETER  CONCRETE POST ABOUT LEVEL WITH THE ROAD PAVEMENT.
 DH5103'THE STATION IS 5.3 M NORTH OF THE  CENTERLINE OF VALLEY VIEW ROAD,
 DH5103'28.5 M WEST-NORTHWEST OF A WOOD POST FOR A --RIGHT  CURVE ARROW--
 DH5103'SIGN, 24.0 M EAST-NORTHEAST OF POWER POLE --10-4-18 17/26--, 2 M SOUTH
 DH5103'OF A  CULTIVATED FIELD, 1.0 M EAST OF AN ORANGE 4X4 PLASTIC WITNESS
 DH5103'POST AND 1.0 M WEST OF AN  ORANGE 4X4 PLATIC WITNESS POST.
 DH5103'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS  EXTENDING HIGHER
 DH5103'THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9540 ***********************************************************************
 DF9540  DESIGNATION -  FRANKLIN S GPS
 DF9540  PID         -  DF9540
 DF9540  STATE/COUNTY-  WI/MILWAUKEE
 DF9540  USGS QUAD   -  FRANKSVILLE (1994)
 DF9540
 DF9540                         *CURRENT SURVEY CONTROL
 DF9540  ___________________________________________________________________
 DF9540* NAD 83(1997)-  42 52 21.09284(N)    087 57 46.07016(W)     ADJUSTED  
 DF9540* NAVD 88     -       221.448  (meters)     726.53   (feet)  ADJUSTED  
 DF9540  ___________________________________________________________________
 DF9540  X           -     166,428.262 (meters)                     COMP
 DF9540  Y           -  -4,678,777.475 (meters)                     COMP
 DF9540  Z           -   4,317,261.082 (meters)                     COMP
 DF9540  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 DF9540  ELLIP HEIGHT-         186.63  (meters)          (04/02/04) GPS OBS
 DF9540  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 DF9540  DYNAMIC HT  -         221.386 (meters)     726.33  (feet)  COMP
 DF9540  MODELED GRAV-     980,337.9   (mgal)                       NAVD 88
 DF9540
 DF9540  HORZ ORDER  -  FIRST
 DF9540  VERT ORDER  -  SECOND    CLASS I
 DF9540  ELLP ORDER  -  FOURTH    CLASS I
 DF9540
 DF9540.The horizontal coordinates were established by GPS observations
 DF9540.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DF9540
 DF9540.The orthometric height was determined by differential leveling
 DF9540.and adjusted by the National Geodetic Survey in February 2004..
 DF9540
 DF9540.Photographs are available for this station.
 DF9540
 DF9540.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9540
 DF9540.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9540
 DF9540.The ellipsoidal height was determined by GPS observations
 DF9540.and is referenced to NAD 83.
 DF9540
 DF9540.The geoid height was determined by GEOID03.
 DF9540
 DF9540.The dynamic height is computed by dividing the NAVD 88
 DF9540.geopotential number by the normal gravity value computed on the
 DF9540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9540.degrees latitude (g = 980.6199 gals.).
 DF9540
 DF9540.The modeled gravity was interpolated from observed gravity values.
 DF9540
 DF9540;                    North         East     Units Scale Factor Converg.
 DF9540;SPC WI S     -    98,962.896   766,437.726   MT  0.99997485   +1 23 59.2
 DF9540;SPC WI S     -   324,680.77  2,514,554.44   sFT  0.99997485   +1 23 59.2
 DF9540;UTM  16      - 4,747,108.715   421,361.666   MT  0.99967608   -0 39 18.3
 DF9540
 DF9540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9540!SPC WI S     -   0.99997073  x   0.99997485  =   0.99994558
 DF9540!UTM  16      -   0.99997073  x   0.99967608  =   0.99964682
 DF9540
 DF9540                          SUPERSEDED SURVEY CONTROL
 DF9540
 DF9540  NAVD 88 (04/02/04)  221.45   (m)          726.5    (f) LEVELING    3  
 DF9540
 DF9540.Superseded values are not recommended for survey control.
 DF9540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9540.See file dsdata.txt to determine how the superseded data were derived.
 DF9540
 DF9540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2136247109(NAD 83)
 DF9540_MARKER: DD = SURVEY DISK
 DF9540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9540_STAMPING: FRANKLIN S GPS 2002
 DF9540_MARK LOGO: WIDT  
 DF9540_PROJECTION: FLUSH
 DF9540_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9540+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9540
 DF9540  HISTORY     - Date     Condition        Report By
 DF9540  HISTORY     - 2001     MONUMENTED       WIDT
 DF9540
 DF9540                          STATION DESCRIPTION
 DF9540
 DF9540'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9540'THE STATION IS LOCATED ABOUT 22 KM NORTHWEST OF RACINE, 20 KM
 DF9540'SOUTH-SOUTHWEST OF MILWAUKEE AND 6 KM EAST-SOUTHEAST OF FRANKLIN.
 DF9540'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9540'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 WITH STATE HIGHWAY
 DF9540'100 (RYAN ROAD) ABOUT 19 KM SOUTH OF THE CITY OF MILWAUKEE, GO WEST
 DF9540'ON STATE HIGHWAY 100 (RYAN ROAD) FOR 1.9 KM TO THE --JUBILEE
 DF9540'CHRISTIAN FAMILY CHURCH-- AND THE STATION ON THE LEFT.  THE STATION
 DF9540'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DF9540'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DF9540'SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DF9540'THE STATION IS 13.2 M SOUTH OF THE CENTERLINE OF STATE HIGHWAY 100
 DF9540'(RYAN ROAD), 23.3 M NORTHWEST OF NORTHERNMOST END OF A BILLBOARD,
 DF9540'16.7 M WEST OF TOP CENTER OF FIRE HYDRANT, AND 12.5 M SOUTHEAST OF
 DF9540'WOOD POST FOR A --REDUCE SPEED AHEAD 45 MPH-- SIGN.  ---NOTE---THE
 DF9540'STATION IS 0.5 M NORTH OF A WHITE PLASTIC WITNESS POST.
 DF9540'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9540'THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5098 ***********************************************************************
 DH5098  DESIGNATION -  FRANKLIN S GPS
 DH5098  PID         -  DH5098
 DH5098  STATE/COUNTY-  WI/SAUK
 DH5098  USGS QUAD   -  SPRING GREEN (1983)
 DH5098
 DH5098                         *CURRENT SURVEY CONTROL
 DH5098  ___________________________________________________________________
 DH5098* NAD 83(1997)-  43 14 59.62998(N)    090 03 20.17190(W)     ADJUSTED  
 DH5098* NAVD 88     -                                                        
 DH5098  ___________________________________________________________________
 DH5098  X           -      -4,515.736 (meters)                     COMP
 DH5098  Y           -  -4,653,185.910 (meters)                     COMP
 DH5098  Z           -   4,347,964.798 (meters)                     COMP
 DH5098  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 DH5098  ELLIP HEIGHT-         292.30  (meters)          (08/01/05) GPS OBS
 DH5098  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 DH5098
 DH5098  HORZ ORDER  -  FIRST
 DH5098  ELLP ORDER  -  SECOND    CLASS I
 DH5098
 DH5098.The horizontal coordinates were established by GPS observations
 DH5098.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5098
 DH5098
 DH5098.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5098
 DH5098.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5098
 DH5098.The ellipsoidal height was determined by GPS observations
 DH5098.and is referenced to NAD 83.
 DH5098
 DH5098.The geoid height was determined by GEOID03.
 DH5098
 DH5098;                    North         East     Units Scale Factor Converg.
 DH5098;SPC WI S     -   138,852.872   595,484.759   MT  0.99993602   -0 02 17.5
 DH5098;SPC WI S     -   455,553.13  1,953,686.25   sFT  0.99993602   -0 02 17.5
 DH5098;UTM  15      - 4,792,776.145   739,024.619   MT  1.00030287   +2 01 06.2
 DH5098;UTM  16      - 4,793,100.340   251,947.163   MT  1.00035697   -2 05 40.9
 DH5098
 DH5098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5098!SPC WI S     -   0.99995416  x   0.99993602  =   0.99989019
 DH5098!UTM  15      -   0.99995416  x   1.00030287  =   1.00025702
 DH5098!UTM  16      -   0.99995416  x   1.00035697  =   1.00031112
 DH5098
 DH5098                          SUPERSEDED SURVEY CONTROL
 DH5098
 DH5098.No superseded survey control is available for this station.
 DH5098
 DH5098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH3902592776(NAD 83)
 DH5098_MARKER: DD = SURVEY DISK
 DH5098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5098_STAMPING: FRANKLIN S GPS 2004
 DH5098_MARK LOGO: WIDT  
 DH5098_PROJECTION: FLUSH
 DH5098_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5098+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5098
 DH5098  HISTORY     - Date     Condition        Report By
 DH5098  HISTORY     - 2003     MONUMENTED       WIDT
 DH5098
 DH5098                          STATION DESCRIPTION
 DH5098
 DH5098'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5098'OWNERSHIP--TOWN OF FRANKLIN.  TO REACH THE STATION FROM THE JUCNTION
 DH5098'OF STATE HIGHWAY  23 WITH COUNTY HIGHWAY WC ABOUT 2.0 MI NORTH OF THE
 DH5098'VILLAGE OF SPRING GREEN, GO NORTH  ON STATE HIGHWAY 23 FOR 1.7 MI TO
 DH5098'PAULUS ROAD, TURN RIGHT AND GO NORTHEAST ON PAULUS  ROAD FOR 0.9 MI TO
 DH5098'HAZELNUT ROAD ON THE RIGHT AND THE STATION ON THE LEFT.  THE STATION
 DH5098'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DH5098'CONTROL STATION  DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DH5098'ABOUT LEVEL WITH THE ROAD  PAVEMENT.  THE STATION IS 6.8 M NORTHWEST
 DH5098'OF THE CENTERLINE OF PAULUS ROAD, 30.9 M  NORTH-NORTHEAST OF A POWER
 DH5098'POLE, 19 M EAST-NORTHEAST OF THE CENTERLINE OF A FIELD  ENTRANCE, 2 M
 DH5098'SOUTHEAST OF A CULTIVATED FIELD, 1.0 M SOUTHWEST OF AN ORANGE 4X4
 DH5098'PLASTIC  WITNESS POST AND 1.0 M NORTHEAST OF AN ORANGE 4X4 PLASTIC
 DH5098'WITNESS POST.  ---NOTE---THIS  STATION HAS NO VISIBLE OBSTRUCTIONS
 DH5098'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE  HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF6010 ***********************************************************************
 DF6010  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6010  DESIGNATION -  FRANKLIN W GPS
 DF6010  PID         -  DF6010
 DF6010  STATE/COUNTY-  WI/MANITOWOC
 DF6010  USGS QUAD   -  REEDSVILLE (1992)
 DF6010
 DF6010                         *CURRENT SURVEY CONTROL
 DF6010  ___________________________________________________________________
 DF6010* NAD 83(1997)-  44 10 55.83577(N)    087 53 59.02725(W)     ADJUSTED  
 DF6010* NAVD 88     -       273.99   (meters)     898.9    (feet)  GPS OBS   
 DF6010  ___________________________________________________________________
 DF6010  X           -     167,907.029 (meters)                     COMP
 DF6010  Y           -  -4,578,484.574 (meters)                     COMP
 DF6010  Z           -   4,422,796.251 (meters)                     COMP
 DF6010  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 DF6010  ELLIP HEIGHT-         238.00  (meters)          (06/11/03) GPS OBS
 DF6010  GEOID HEIGHT-         -36.01  (meters)                     GEOID03
 DF6010
 DF6010  HORZ ORDER  -  FIRST
 DF6010  ELLP ORDER  -  THIRD     CLASS I
 DF6010
 DF6010.The horizontal coordinates were established by GPS observations
 DF6010.and adjusted by the National Geodetic Survey in June 2003..
 DF6010
 DF6010.The orthometric height was determined by GPS observations and a
 DF6010.high-resolution geoid model using precise GPS observation and
 DF6010.processing techniques.
 DF6010
 DF6010.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6010
 DF6010.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6010
 DF6010.The ellipsoidal height was determined by GPS observations
 DF6010.and is referenced to NAD 83.
 DF6010
 DF6010.The geoid height was determined by GEOID03.
 DF6010
 DF6010;                    North         East     Units Scale Factor Converg.
 DF6010;SPC WI S     -   244,544.436   767,924.910   MT  1.00002551   +1 26 35.2
 DF6010;SPC WI S     -   802,309.54  2,519,433.64   sFT  1.00002551   +1 26 35.2
 DF6010;UTM  16      - 4,892,500.658   428,085.961   MT  0.99966360   -0 37 37.5
 DF6010
 DF6010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6010!SPC WI S     -   0.99996268  x   1.00002551  =   0.99998819
 DF6010!UTM  16      -   0.99996268  x   0.99966360  =   0.99962630
 DF6010
 DF6010                          SUPERSEDED SURVEY CONTROL
 DF6010
 DF6010.No superseded survey control is available for this station.
 DF6010
 DF6010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP2808692501(NAD 83)
 DF6010_MARKER: DD = SURVEY DISK
 DF6010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6010_STAMPING: FRANKLIN W GPS 1993-1994
 DF6010_MARK LOGO: WI-071
 DF6010_PROJECTION: FLUSH
 DF6010_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6010+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2005
 DF6010
 DF6010  HISTORY     - Date     Condition        Report By
 DF6010  HISTORY     - 1993     MONUMENTED       WI-071
 DF6010  HISTORY     - 2002     GOOD             WIDT
 DF6010  HISTORY     - 20030622 GOOD             USPSQD
 DF6010  HISTORY     - 20050906 GOOD             WIDT
 DF6010
 DF6010                          STATION DESCRIPTION
 DF6010
 DF6010'DESCRIBED BY WI DEPT OF TRANSP 2002 (DJH)
 DF6010'THE STATION IS LOCATED ABOUT 24 KM SOUTH-SOUTHEAST OF GREEN BAY AND 9
 DF6010'KM NORTHWEST
 DF6010'OF MANITOWOC.  OWNERSHIP--TOWN OF FRANKLIN.  TO REACH THE STATION FROM
 DF6010'THE JUNCTION OF
 DF6010'INTERSTATE HIGHWAY 43 WITH US HIGHWAY 10 WEST WITH STATE HIGHWAY 310
 DF6010'ABOUT 9 KM
 DF6010'NORTHWEST OF THE CITY OF MANITOWOC, GO WEST ON US HIGHWAY 10 FOR 14.9
 DF6010'KM OT GRIMMS
 DF6010'ROAD, TURN RIGHT AND GO NORTH ON GRIMMS ROAD FOR 3.4 KM TO REIFS MILLS
 DF6010'ROAD ON THE
 DF6010'RIGHT, TURN RIGHT AND GO EAST ON REIFS MILLS ROAD FOR 0.2 KM TO THE
 DF6010'STATION ON THE RIGHT.
 DF6010'THE STATION IS A BRONZE MANITOWOC COUNTY GEODETIC CONTROL MARKER DISK
 DF6010'SET IN THE TOP A
 DF6010'30-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH ROAD PAVEMENT.  THE
 DF6010'STATION IS 10.6 M
 DF6010'SOUTH OF THE CENTERLINE OF REIFS MILLS ROAD, 23.4 M SOUTH OF A
 DF6010'TELEPHONE POLE --20-22
 DF6010'20L11--, 6.0 M WEST OF A FIELD ENTRANCE, 1.3 M NORTH OF A CULTIVATED
 DF6010'FIELD, 1.0 M EAST OF A
 DF6010'WHITE PLASTIC WITNESS POST, 1.0 M SOUTHEAST, 1.0 M SOUTHWEST, AND 1.0
 DF6010'M NORTH OF THREE
 DF6010'4X4 ORANGE PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO
 DF6010'VISIBLE OBSTRUCTIONS
 DF6010'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF6010' 
 DF6010' 
 DF6010' 
 DF6010' 
 DF6010' 
 DF6010' 
 DF6010'
 DF6010
 DF6010                          STATION RECOVERY (2003)
 DF6010
 DF6010'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6010'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS IN THE CENTER OF A
 DF6010'TRIANGLE FORMED BY THREE ORANGE PLASTIC GUARD POSTS.
 DF6010
 DF6010                          STATION RECOVERY (2005)
 DF6010
 DF6010'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DF6010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5172 ***********************************************************************
 DH5172  DESIGNATION -  FRANKLIN W GPS
 DH5172  PID         -  DH5172
 DH5172  STATE/COUNTY-  WI/VERNON
 DH5172  USGS QUAD   -  RISING SUN (1983)
 DH5172
 DH5172                         *CURRENT SURVEY CONTROL
 DH5172  ___________________________________________________________________
 DH5172* NAD 83(1997)-  43 29 31.43034(N)    090 57 30.10536(W)     ADJUSTED  
 DH5172* NAVD 88     -                                                        
 DH5172  ___________________________________________________________________
 DH5172  X           -     -77,519.348 (meters)                     COMP
 DH5172  Y           -  -4,634,067.764 (meters)                     COMP
 DH5172  Z           -   4,367,527.906 (meters)                     COMP
 DH5172  LAPLACE CORR-          -8.72  (seconds)                    DEFLEC99
 DH5172  ELLIP HEIGHT-         298.95  (meters)          (08/01/05) GPS OBS
 DH5172  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 DH5172
 DH5172  HORZ ORDER  -  FIRST
 DH5172  ELLP ORDER  -  SECOND    CLASS I
 DH5172
 DH5172.The horizontal coordinates were established by GPS observations
 DH5172.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5172
 DH5172
 DH5172.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5172
 DH5172.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5172
 DH5172.The ellipsoidal height was determined by GPS observations
 DH5172.and is referenced to NAD 83.
 DH5172
 DH5172.The geoid height was determined by GEOID03.
 DH5172
 DH5172;                    North         East     Units Scale Factor Converg.
 DH5172;SPC WI S     -   166,199.721   522,487.503   MT  0.99993380   -0 39 30.6
 DH5172;SPC WI S     -   545,273.58  1,714,194.42   sFT  0.99993380   -0 39 30.6
 DH5172;UTM  15      - 4,817,484.719   665,078.316   MT  0.99993521   +1 24 19.7
 DH5172
 DH5172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5172!SPC WI S     -   0.99995312  x   0.99993380  =   0.99988693
 DH5172!UTM  15      -   0.99995312  x   0.99993521  =   0.99988834
 DH5172
 DH5172                          SUPERSEDED SURVEY CONTROL
 DH5172
 DH5172.No superseded survey control is available for this station.
 DH5172
 DH5172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ6507817485(NAD 83)
 DH5172_MARKER: DD = SURVEY DISK
 DH5172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5172_STAMPING: FRANKLIN W GSP 2004
 DH5172_MARK LOGO: WIDT  
 DH5172_PROJECTION: FLUSH
 DH5172_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5172+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5172
 DH5172  HISTORY     - Date     Condition        Report By
 DH5172  HISTORY     - 2003     MONUMENTED       WIDT
 DH5172
 DH5172                          STATION DESCRIPTION
 DH5172
 DH5172'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5172'OWNERSHIP--TOWNSHIP OF FRANKLIN.  TO REACH THE STATION FROM THE
 DH5172'JUNCTION OF STATE HIGHWAY 27 AND STATE HIGHWAY 82 EAST WITH STATE
 DH5172'HIGHWAY 82 WEST  ABOUT 8 MI SOUTHWEST OF THE CITY OF VIROQUA, GO
 DH5172'EAST-NORTHEAST ON STATE HIGHWAY 27 AND  STATE HIGHWAY 82 EAST FOR 0.5
 DH5172'MI TO GARDNER ROAD ON THE LEFT, TURN LEFT AND GO NORTH  ON GARDNER
 DH5172'ROAD FOR 1.75 MI TO HORNBY HOLLOW ROAD, TURN LEFT AND GO NORTHWEST ON
 DH5172'HORNBY HOLLOW ROAD FOR 1.0 MI TO DUMP ROAD ON THE RIGHT, TURN RIGHT
 DH5172'AND GO NORTH ON  DUMP ROAD FOR 0.1 MI TO THE STATION ON THE LEFT.  THE
 DH5172'STATION IS A  BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH5172'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DH5172'CONCRETE POST ABOUT  1 M ABOVE THE ROAD PAVEMENT.  THE STATION IS 9.8
 DH5172'M NORTHWEST OF THE CENTERLINE OF DUMP  ROAD, 1.1 M SOUTHEAST OF A
 DH5172'BARBED WIRE FENCE, 1.0 M NORTHEAST OF AN  ORANGE 4X4  PLASTIC WITNESS
 DH5172'POST AND 1.0 M SOUTHWEST OF AN  ORANGE 4X4  PLASTIC WITNESS POST.
 DH5172'---NOTE---THIS  STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER
 DH5172'THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0686 ***********************************************************************
 NG0686  DESIGNATION -  FRANKSVILLE FRANKS KRAUT CO TK
 NG0686  PID         -  NG0686
 NG0686  STATE/COUNTY-  WI/RACINE
 NG0686  USGS QUAD   -  FRANKSVILLE (1994)
 NG0686
 NG0686                         *CURRENT SURVEY CONTROL
 NG0686  ___________________________________________________________________
 NG0686* NAD 83(1991)-  42 45 16.33975(N)    087 54 53.23144(W)     ADJUSTED  
 NG0686* NAVD 88     -                                                        
 NG0686  ___________________________________________________________________
 NG0686  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 NG0686  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 NG0686
 NG0686  HORZ ORDER  -  THIRD
 NG0686
 NG0686.The horizontal coordinates were established by classical geodetic methods
 NG0686.and adjusted by the National Geodetic Survey in November 1991..
 NG0686
 NG0686
 NG0686.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0686
 NG0686.The geoid height was determined by GEOID03.
 NG0686
 NG0686;                    North         East     Units Scale Factor Converg.
 NG0686;SPC WI S     -    85,957.080   770,687.076   MT  0.99999579   +1 25 57.9
 NG0686;SPC WI S     -   282,010.85  2,528,495.85   sFT  0.99999579   +1 25 57.9
 NG0686;UTM  16      - 4,733,963.041   425,140.886   MT  0.99966894   -0 37 15.7
 NG0686
 NG0686                          SUPERSEDED SURVEY CONTROL
 NG0686
 NG0686  NAD 83(1986)-  42 45 16.32831(N)    087 54 53.24942(W) AD(       ) 4
 NG0686  NAD 27      -  42 45 16.26000(N)    087 54 52.96800(W) AD(       ) 3
 NG0686
 NG0686.Superseded values are not recommended for survey control.
 NG0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0686.See file dsdata.txt to determine how the superseded data were derived.
 NG0686
 NG0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2514133963(NAD 83)
 NG0686_MARKER: 53 = ELEVATED TANK
 NG0686
 NG0686  HISTORY     - Date     Condition        Report By
 NG0686  HISTORY     - 1953     FIRST OBSERVED   CGS
 NG0686
 NG0686                          STATION DESCRIPTION
 NG0686
 NG0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 NG0686'STATION IS THE METAL BALL AT THE APEX OF THE ROOF OF THE FRANKS
 NG0686'KRAUT CO. TANK,
 NG0686'WHICH IS LOCATED ABOUT 1/2 MILE SOUTHWEST OF FRANKSVILLE, IT IS A
 NG0686'4-LEGGED STEEL STRUCTURE WITH A TANK
 NG0686'ATOP, PAINTED SILVER AND IS ABOUT 75 FEET HIGH.  THE TANK
 NG0686'HAS THE LEGEND FRANKS KRAUT PAINTED IN BLACK
 NG0686'SCRIPT ON THE NORTH AND SOUTH SIDES OF THE
 NG0686'TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO2262 ***********************************************************************
 QO2262  FBN         -  This is a Federal Base Network Control Station.
 QO2262  DESIGNATION -  FREDERIC GPS
 QO2262  PID         -  QO2262
 QO2262  STATE/COUNTY-  WI/POLK
 QO2262  USGS QUAD   -  FREDERIC (1983)
 QO2262
 QO2262                         *CURRENT SURVEY CONTROL
 QO2262  ___________________________________________________________________
 QO2262* NAD 83(1997)-  45 40 44.68422(N)    092 26 58.99061(W)     ADJUSTED  
 QO2262* NAVD 88     -       383.0    (meters)    1257.     (feet)  GPS OBS   
 QO2262  ___________________________________________________________________
 QO2262  X           -    -190,809.926 (meters)                     COMP
 QO2262  Y           -  -4,460,078.116 (meters)                     COMP
 QO2262  Z           -   4,540,652.017 (meters)                     COMP
 QO2262  LAPLACE CORR-          -5.96  (seconds)                    DEFLEC99
 QO2262  ELLIP HEIGHT-         355.76  (meters)          (04/28/99) GPS OBS
 QO2262  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 QO2262
 QO2262  HORZ ORDER  -  A
 QO2262  ELLP ORDER  -  THIRD     CLASS I
 QO2262
 QO2262.The horizontal coordinates were established by GPS observations
 QO2262.and adjusted by the National Geodetic Survey in April 1999..
 QO2262
 QO2262.The orthometric height was determined by GPS observations and a
 QO2262.high-resolution geoid model.
 QO2262
 QO2262.Photographs are available for this station.
 QO2262
 QO2262.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO2262
 QO2262.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO2262
 QO2262.The ellipsoidal height was determined by GPS observations
 QO2262.and is referenced to NAD 83.
 QO2262
 QO2262.The geoid height was determined by GEOID03.
 QO2262
 QO2262;                    North         East     Units Scale Factor Converg.
 QO2262;SPC WI C     -   207,988.038   409,164.053   MT  1.00003904   -1 43 42.5
 QO2262;SPC WI C     -   682,374.09  1,342,399.06   sFT  1.00003904   -1 43 42.5
 QO2262;UTM  15      - 5,058,539.204   542,855.134   MT  0.99962258   +0 23 37.3
 QO2262
 QO2262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO2262!SPC WI C     -   0.99994423  x   1.00003904  =   0.99998327
 QO2262!UTM  15      -   0.99994423  x   0.99962258  =   0.99956683
 QO2262
 QO2262                          SUPERSEDED SURVEY CONTROL
 QO2262
 QO2262  NAD 83(1991)-  45 40 44.68418(N)    092 26 58.98893(W) AD(       ) B
 QO2262  ELLIP H (06/11/91)  355.78   (m)                       GP(       ) 4 1
 QO2262  NAD 83(1986)-  45 40 44.67851(N)    092 26 58.98261(W) AD(       ) 2
 QO2262  NGVD 29 (02/12/91)  382.9    (m)         1256.     (f) GPS OBS        
 QO2262
 QO2262.Superseded values are not recommended for survey control.
 QO2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2262.See file dsdata.txt to determine how the superseded data were derived.
 QO2262
 QO2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4285558539(NAD 83)
 QO2262_MARKER: DH = HORIZONTAL CONTROL DISK
 QO2262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO2262_SP_SET: CONCRETE POST
 QO2262_STAMPING: FREDERIC GPS 1989
 QO2262_MARK LOGO: NGS   
 QO2262_PROJECTION: FLUSH
 QO2262_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2262+STABILITY: SURFACE MOTION
 QO2262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2262+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2005
 QO2262
 QO2262  HISTORY     - Date     Condition        Report By
 QO2262  HISTORY     - 1989     MONUMENTED       WIDT
 QO2262  HISTORY     - 19900704 GOOD
 QO2262  HISTORY     - 19900731 GOOD
 QO2262  HISTORY     - 19930606 GOOD             WI-013
 QO2262  HISTORY     - 19950830 GOOD             MNDT
 QO2262  HISTORY     - 19960202 GOOD             WI-095
 QO2262  HISTORY     - 19971210 GOOD             NGS
 QO2262  HISTORY     - 200111   GOOD             MNDT
 QO2262  HISTORY     - 20051102 GOOD             WIDT
 QO2262
 QO2262                          STATION DESCRIPTION
 QO2262
 QO2262'DESCRIBED BY WI DEPT OF TRANSP 1989
 QO2262'THE STATION IS LOCATED ABOUT 5.6 KM (3.50 MI) SOUTH-SOUTHWEST OF
 QO2262'LEWIS, 2.65 KM (1.65 MI) NORTH OF FREDERIC AND ON THE EAST
 QO2262'RIGHT-OF-WAY OF STATE HIGHWAY 35.  OWNERSHIP--STATE OF WISCONSIN.
 QO2262'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 35 AND 48
 QO2262'WEST IN FREDERIC, GO NORTHERLY ALONG STATE HIGHWAY 35 FOR 2.64 KM
 QO2262'(1.65 MI) TO THE STATION ON THE RIGHT AT THE TOP OF A SMALL HILL.
 QO2262'THE STATION MARK IS SET 40.1 M (131.6 FT) NORTHEAST OF THE APPROXIMATE
 QO2262'CENTER OF A GRAVEL DRIVE LEADING TO A SINGLE STORY BROWN BUILDING
 QO2262'(COUNTRYSIDE INN), 15.85 M (52.0 FT) SOUTHEAST OF THE CENTERLINE OF
 QO2262'THE NORTHBOUND LANES OF THE HIGHWAY, 0.85 M (2.8 FT) WEST-NORTHWEST OF
 QO2262'A CARSONITE WITNESS POST, FLUSH WITH THE SURFACE OF THE GROUND AND
 QO2262'ABOUT 0.45 M (1.5 FT) BELOW THE LEVEL OF THE HIGHWAY.
 QO2262'DESCRIBED BY R.D.BALL.
 QO2262
 QO2262                          STATION RECOVERY (1990)
 QO2262
 QO2262'RECOVERED 1990
 QO2262'RECOVERED IN GOOD CONDITION.
 QO2262
 QO2262                          STATION RECOVERY (1990)
 QO2262
 QO2262'RECOVERED 1990
 QO2262'RECOVERED IN GOOD CONDITION.
 QO2262
 QO2262                          STATION RECOVERY (1993)
 QO2262
 QO2262'RECOVERY NOTE BY BURNETT COUNTY WISCONSIN 1993
 QO2262'RECOVERED AS DESCRIBED.
 QO2262
 QO2262                          STATION RECOVERY (1995)
 QO2262
 QO2262'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (DKH)
 QO2262'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  RECOVERY NOTE
 QO2262'BY DAVID K.  HERDER, TYPED BY D.J.E.
 QO2262
 QO2262                          STATION RECOVERY (1996)
 QO2262
 QO2262'RECOVERY NOTE BY POLK COUNTY WISCONSIN 1996 (TEC)
 QO2262'RECOVERED AS DESCRIBED.
 QO2262
 QO2262                          STATION RECOVERY (1997)
 QO2262
 QO2262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 QO2262'RECOVERED AS DESCRIBED.
 QO2262
 QO2262                          STATION RECOVERY (2001)
 QO2262
 QO2262'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 QO2262'RECOVERED AS DESCRIBED.
 QO2262'
 QO2262
 QO2262                          STATION RECOVERY (2005)
 QO2262
 QO2262'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 QO2262'RECOVERED IN GOOD CONDITION.  THE STATION IS LOCATED ABOUT 3.5 MILE
 QO2262'SOUTH-SOUTHWEST OF LEWIS, AND 1.65 MILE NORTH OF FREDERIC.
 QO2262'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH STATE
 QO2262'HIGHWAY 48 WEST IN FREDERIC, GO NORTH ALONG STATE HIGHWAY 35 FOR 1.65
 QO2262'MI TO THE STATION ON THE RIGHT AT THE TOP OF A SMALL HILL.
 QO2262'THE STATION IS 15.85 M SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND
 QO2262'LANES OF STATE HIGHWAY 35, 40.1 M NORTHEAST OF THE APPROXIMATE
 QO2262'CENTERLINE OF A GRAVEL DRIVE LEADING TO A SINGLE STORY BROWN BUILDING
 QO2262'(COUNTRYSIDE INN), 20.5 M NORTHEAST OF A --RIGHT LANE MERGES AHEAD--
 QO2262'SIGN POST,
 QO2262'RECESSED 10 CM BELOW THE GROUND, ABOUT 0.5 M BELOW THE HIGHWAY
 QO2262'PAVEMENT, AND 1.0 M SOUTHEAST, 1.0 M SOUTHWEST, AND 1.0 M NORTH OF
 QO2262'THREE ORANGE 4X4 PLASTIC GUARD POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO1443 ***********************************************************************
 QO1443  DESIGNATION -  FREDERIC MUNICIPAL TANK
 QO1443  PID         -  QO1443
 QO1443  STATE/COUNTY-  WI/POLK
 QO1443  USGS QUAD   -  FREDERIC (1983)
 QO1443
 QO1443                         *CURRENT SURVEY CONTROL
 QO1443  ___________________________________________________________________
 QO1443* NAD 83(1991)-  45 39 54.99168(N)    092 27 58.25176(W)     ADJUSTED  
 QO1443* NAVD 88     -                                                        
 QO1443  ___________________________________________________________________
 QO1443  LAPLACE CORR-          -5.28  (seconds)                    DEFLEC99
 QO1443  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 QO1443
 QO1443  HORZ ORDER  -  THIRD
 QO1443
 QO1443.The horizontal coordinates were established by classical geodetic methods
 QO1443.and adjusted by the National Geodetic Survey in March 1999..
 QO1443
 QO1443
 QO1443.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO1443
 QO1443.The geoid height was determined by GEOID03.
 QO1443
 QO1443;                    North         East     Units Scale Factor Converg.
 QO1443;SPC WI C     -   206,493.316   407,835.494   MT  1.00003568   -1 44 24.3
 QO1443;SPC WI C     -   677,470.15  1,338,040.28   sFT  1.00003568   -1 44 24.3
 QO1443;SPC WI N     -    58,400.625   407,846.845   MT  0.99998356   -1 46 44.5
 QO1443;SPC WI N     -   191,602.72  1,338,077.52   sFT  0.99998356   -1 46 44.5
 QO1443;UTM  15      - 5,056,996.955   541,583.361   MT  0.99962126   +0 22 54.6
 QO1443
 QO1443                          SUPERSEDED SURVEY CONTROL
 QO1443
 QO1443  NAD 83(1991)-  45 39 54.99118(N)    092 27 58.25248(W) AD(       ) 4
 QO1443  NAD 83(1986)-  45 39 54.98150(N)    092 27 58.25607(W) AD(       ) 4
 QO1443  NAD 27      -  45 39 55.16200(N)    092 27 57.53100(W) AD(       ) 3
 QO1443
 QO1443.Superseded values are not recommended for survey control.
 QO1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1443.See file dsdata.txt to determine how the superseded data were derived.
 QO1443
 QO1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4158356997(NAD 83)
 QO1443_MARKER: 53 = ELEVATED TANK
 QO1443
 QO1443  HISTORY     - Date     Condition        Report By
 QO1443  HISTORY     - 1934     FIRST OBSERVED   CGS
 QO1443
 QO1443                          STATION DESCRIPTION
 QO1443
 QO1443'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QO1443'THIS STATION IS THE TALL SILVER WATER TANK IN THE TOWN OF
 QO1443'FREDERIC, WISCONSIN.  IT IS THE MUNICIPAL TANK, AND IS LOCATED IN
 QO1443'THE NORTHEASTERN PART OF TOWN, 200 FEET WEST OF WISCONSIN ROUTE
 QO1443'35 AND 0.4 MILE NORTH OF THE JUNCTION OF WISCONSIN ROUTES 35 AND
 QO1443'48.
 QO1443'
 QO1443'THE TOTAL HEIGHT OF THIS STATION IS APPROXIMATELY 130 FEET.
 QO1443'THE LEGS, OF GIRDER TYPE, RISE ABOUT NINETY FEET.  BELOW
 QO1443'THE JUNCTION OF THE LEGS AND THE TANK, THE TANK EXTENDS DOWNWARD
 QO1443'AS AN OVAL BOWL, ABOUT 10 FEET.  FROM THE BOTTOM OF THE OVAL
 QO1443'SECTION A WOODEN BOX, 30 INCHES SQUARE EXTENDS TO THE GROUND.
 QO1443'THIS BOX SERVES AS A COVERING FOR THE FEED PIPE.  ATOP THE
 QO1443'OVAL SECTION THE TANK RISES AS A CYLINDER FOR 30 FEET, AROUND
 QO1443'THE BASE OF WHICH THERE IS A CATWALK WITH IRON RAIL.  THE ROOF
 QO1443'OF THE TANK IS CONICAL AND ABOUT 10 FEET HIGH.  THERE IS A
 QO1443'VENTILATOR AT THE APEX AND A FIXTURE FOR A LIGHT BUT THE
 QO1443'LIGHT IS NOT IN USE.  THIS TANK WAS ERECTED ABOUT 1912.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0453 ***********************************************************************
 OL0453  DESIGNATION -  FREDONIA
 OL0453  PID         -  OL0453
 OL0453  STATE/COUNTY-  WI/OZAUKEE
 OL0453  USGS QUAD   -  PORT WASHINGTON WEST (1994)
 OL0453
 OL0453                         *CURRENT SURVEY CONTROL
 OL0453  ___________________________________________________________________
 OL0453* NAD 83(1991)-  43 28 13.34848(N)    087 56 24.88916(W)     ADJUSTED  
 OL0453* NAVD 88     -       258.     (meters)     846.     (feet)  SCALED    
 OL0453  ___________________________________________________________________
 OL0453  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 OL0453  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 OL0453
 OL0453  HORZ ORDER  -  SECOND
 OL0453
 OL0453.The horizontal coordinates were established by classical geodetic methods
 OL0453.and adjusted by the National Geodetic Survey in November 1991..
 OL0453
 OL0453.The orthometric height was scaled from a topographic map.
 OL0453
 OL0453.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0453
 OL0453.The geoid height was determined by GEOID03.
 OL0453
 OL0453;                    North         East     Units Scale Factor Converg.
 OL0453;SPC WI S     -   165,402.900   766,639.342   MT  0.99993327   +1 24 54.9
 OL0453;SPC WI S     -   542,659.35  2,515,215.91   sFT  0.99993327   +1 24 54.9
 OL0453;UTM  16      - 4,813,480.577   423,949.020   MT  0.99967114   -0 38 48.8
 OL0453
 OL0453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0453!SPC WI S     -   0.99996507  x   0.99993327  =   0.99989834
 OL0453!UTM  16      -   0.99996507  x   0.99967114  =   0.99963622
 OL0453
 OL0453|---------------------------------------------------------------------|
 OL0453| PID    Reference Object                     Distance      Geod. Az  |
 OL0453|                                                           dddmmss.s |
 OL0453| OL0454 FREDONIA 2                           45.161 METERS 02846     |
 OL0453| CI8722 FREDONIA AZ MK                                     0893644.6 |
 OL0453| CI8723 FREDONIA RM 1                        12.054 METERS 20610     |
 OL0453| CJ7903 VICTORY PP 1                         46.939 METERS 24249     |
 OL0453| CI8724 FREDONIA RM 2                        29.927 METERS 29327     |
 OL0453|---------------------------------------------------------------------|
 OL0453
 OL0453                          SUPERSEDED SURVEY CONTROL
 OL0453
 OL0453  NAD 83(1986)-  43 28 13.33681(N)    087 56 24.89545(W) AD(       ) 2
 OL0453  NAD 27      -  43 28 13.33900(N)    087 56 24.56800(W) AD(       ) 2
 OL0453
 OL0453.Superseded values are not recommended for survey control.
 OL0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0453.See file dsdata.txt to determine how the superseded data were derived.
 OL0453
 OL0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP2394913481(NAD 83)
 OL0453_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OL0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0453
 OL0453  HISTORY     - Date     Condition        Report By
 OL0453  HISTORY     - 1953     MONUMENTED       CGS
 OL0453  HISTORY     - 1957     SEE DESCRIPTION  CGS
 OL0453  HISTORY     - 19950826 GOOD             USPSQD
 OL0453  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 OL0453
 OL0453                          STATION DESCRIPTION
 OL0453
 OL0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OL0453'STATION IS LOCATED 0.5 MILE EAST OF FREDONIA AT THE INTERSECTION OF
 OL0453'STATE HIGHWAYS 57 AND 84 IN A
 OL0453'SMALL TRIANGLE FORMED BY THESE HIGHWAYS.  IT IS 154 FEET EAST OF THE
 OL0453'INTERSECTION, 73 FEET NORTH OF
 OL0453'THE CENTER OF HIGHWAY 84, 50 FEET SOUTH OF THE CENTER OF
 OL0453'A PAVED ROAD AND 39 FEET NORTH OF A WHITE WITNESS
 OL0453'POST.  THE MARK IS FLUSH AND THE DISK
 OL0453'IS STAMPED FREDONIA 1953.
 OL0453'
 OL0453'REFERENCE MARK NO. 1 IS 37 FEET NORTH OF THE CENTER OF HIGHWAY 84 AND
 OL0453'4 FEET WEST OF THE WHITE
 OL0453'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED FREDONIA NO
 OL0453'1 1953.
 OL0453'
 OL0453'REFERENCE MARK NO. 2 IS 46 FEET EAST OF THE CENTER OF HIGHWAY 57 AND
 OL0453'38 FEET SOUTH OF THE CENTER OF
 OL0453'THE PAVED ROAD.  THE MARK IS FLUSH AND THE DISK IS STAMPED FREDONIA
 OL0453'NO 2 1953.
 OL0453'
 OL0453'AZIMUTH MARK IS 28 FEET NORTH OF THE CENTER OF COUNTY HIGHWAY A, 3
 OL0453'FEET NORTHWEST OF A POWER LINE
 OL0453'POLE AND 2 FEET NORTH OF A WHITE WITNESS POST.  THE MRK PROJECTS 2
 OL0453'INCHES AND THE DISK IS STAMPED
 OL0453'FREDONIA 1953.
 OL0453'
 OL0453'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON HIGHWAY 84 FOR
 OL0453'0.05 MILE TO THE INTERSECTION
 OL0453'OF COUNTY HIGHWAY A.  CONTINUE EAST ON HIGHWAY A FOR 0.4 MILE TO THE
 OL0453'MARK ON THE LEFT AS DESCRIBED.
 OL0453'
 OL0453'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 OL0453
 OL0453                          STATION RECOVERY (1957)
 OL0453
 OL0453'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (LFS)
 OL0453'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 OL0453'CONDITION.  ROAD
 OL0453'CONSTRUCTION WORK WILL DESTROY THE STATION AND BOTH REFERENCE MARKS.
 OL0453'THEY WERE MOVED.  FOR DETAILS,
 OL0453'SEE THE DESCRIPTION FOR FREDONIA 2 1957.
 OL0453
 OL0453                          STATION RECOVERY (1995)
 OL0453
 OL0453'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0453'RECOVERED IN GOOD CONDITION.
 OL0453
 OL0453                          STATION RECOVERY (2003)
 OL0453
 OL0453'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OL0453'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0454 ***********************************************************************
 OL0454  DESIGNATION -  FREDONIA 2
 OL0454  PID         -  OL0454
 OL0454  STATE/COUNTY-  WI/OZAUKEE
 OL0454  USGS QUAD   -  PORT WASHINGTON WEST (1994)
 OL0454
 OL0454                         *CURRENT SURVEY CONTROL
 OL0454  ___________________________________________________________________
 OL0454* NAD 83(1991)-  43 28 14.63128(N)    087 56 23.92235(W)     ADJUSTED  
 OL0454* NAVD 88     -       258.     (meters)     846.     (feet)  SCALED    
 OL0454  ___________________________________________________________________
 OL0454  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 OL0454  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 OL0454
 OL0454  HORZ ORDER  -  THIRD
 OL0454
 OL0454.The horizontal coordinates were established by classical geodetic methods
 OL0454.and adjusted by the National Geodetic Survey in November 1991..
 OL0454.No horizontal observational check was made to the station.
 OL0454
 OL0454.The orthometric height was scaled from a topographic map.
 OL0454
 OL0454.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0454
 OL0454.The geoid height was determined by GEOID03.
 OL0454
 OL0454;                    North         East     Units Scale Factor Converg.
 OL0454;SPC WI S     -   165,443.011   766,660.087   MT  0.99993328   +1 24 55.6
 OL0454;SPC WI S     -   542,790.95  2,515,283.97   sFT  0.99993328   +1 24 55.6
 OL0454;UTM  16      - 4,813,519.905   423,971.189   MT  0.99967110   -0 38 48.2
 OL0454
 OL0454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0454!SPC WI S     -   0.99996507  x   0.99993328  =   0.99989835
 OL0454!UTM  16      -   0.99996507  x   0.99967110  =   0.99963618
 OL0454
 OL0454:                Primary Azimuth Mark                     Grid Az
 OL0454:SPC WI S     -  DACADA ST NICHOLAS CATH CH               015 18 14.0
 OL0454:UTM  16      -  DACADA ST NICHOLAS CATH CH               017 21 57.8
 OL0454
 OL0454|---------------------------------------------------------------------|
 OL0454| PID    Reference Object                     Distance      Geod. Az  |
 OL0454|                                                           dddmmss.s |
 OL0454| OL0480 DACADA ST NICHOLAS CATH CH          APPROX. 8.5 KM 0164309.6 |
 OL0454| OL0450 HOLY CROSS HOLY CROSS CATH CH       APPROX. 3.3 KM 0881427.2 |
 OL0454| CI8722 FREDONIA AZ MK                                     0923729.0 |
 OL0454| CI9584 FREDONIA 2 RM 3                      42.739 METERS 12925     |
 OL0454| OL0453 FREDONIA                             45.161 METERS 20846     |
 OL0454| OL0452 FREDONIA MUNICIPAL TANK             APPROX. 1.5 KM 2683224.8 |
 OL0454| CI9585 FREDONIA 2 RM 4                      38.368 METERS 30943     |
 OL0454|---------------------------------------------------------------------|
 OL0454
 OL0454                          SUPERSEDED SURVEY CONTROL
 OL0454
 OL0454  NAD 83(1986)-  43 28 14.61960(N)    087 56 23.92865(W) AD(       ) 3
 OL0454  NAD 27      -  43 28 14.62200(N)    087 56 23.60100(W) AD(       ) 3
 OL0454
 OL0454.Superseded values are not recommended for survey control.
 OL0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0454.See file dsdata.txt to determine how the superseded data were derived.
 OL0454
 OL0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP2397113520(NAD 83)
 OL0454_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OL0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0454+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2004
 OL0454
 OL0454  HISTORY     - Date     Condition        Report By
 OL0454  HISTORY     - 1957     MONUMENTED       CGS
 OL0454  HISTORY     - 1987     GOOD             LOCENG
 OL0454  HISTORY     - 20021125 GOOD             USPSQD
 OL0454  HISTORY     - 20040329 GOOD             USPSQD
 OL0454  HISTORY     - 20060519 MARK NOT FOUND   USPSQD
 OL0454
 OL0454                          STATION DESCRIPTION
 OL0454
 OL0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (HJS)
 OL0454'STATION IS LOCATED ABOUT 1/2 MILE EAST OF FREDONIA AND ABOUT 100
 OL0454'YARDS NORTHEAST OF THE
 OL0454'INTERSECTION OF STATE HIGHWAYS 57 AND 84 WHICH WILL PROBABLY BE A
 OL0454'CLOVERLEAF-TYPE INTERSECTION, 4 FEET
 OL0454'WEST OF A POWER POLE, AND 2 FEET EAST OF A WHITE WITNESS
 OL0454'POST.  THE MARK PROJECTS 4 INCHES AND
 OL0454'THE DISK IS STAMPED FREDONIA 2 1957.
 OL0454'
 OL0454'REFERENCE MARK NO. 3 IS 115 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 OL0454'84 AND 3 FEET WEST OF A
 OL0454'POWER POLE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 OL0454'FREDONIA 2 NO 3 1957.
 OL0454'
 OL0454'REFERENCE MARK NO. 4 IS 110 FEET EAST OF THE CENTER OF STATE HIGHWAY
 OL0454'57 AND 3 FEET
 OL0454'SOUTH-SOUTHEAST OF A POWER POLE.  THE MARK PROJECTS 6 INCHES AND THE
 OL0454'DISK IS STAMPED FREDONIA 2 NO 4
 OL0454'1957.
 OL0454'
 OL0454'AZIMUTH MARK IS 28 FEET NORTH OF THE CENTER OF COUNTY HIGHWAY A, 3
 OL0454'FEET NORTHWEST OF A POWER
 OL0454'POLE, AND 2 FEET NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 2
 OL0454'INCHES AND THE DISK IS STAMPED
 OL0454'FREDONIA 1953.
 OL0454'
 OL0454'TO REACH THE STATION FROM THE POST OFFICE IN FREDONIA, GO EAST ON
 OL0454'STATE HIGHWAY 84 FOR 0.5
 OL0454'MILE TO THE JUNCTION WITH STATE HIGHWAY 57 AND THE STATION AS
 OL0454'DESCRIBED.
 OL0454'
 OL0454'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON STATE HIGHWAY
 OL0454'84 FOR 0.05 MILE TO
 OL0454'INTERSECTION WITH COUNTY HIGHWAY A.  CONTINUE EAST ON COUNTY HIGHWAY
 OL0454'A FOR 0.4 MILE TO THE AZIMUTH
 OL0454'MARK ON THE LEFT.
 OL0454'
 OL0454'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 OL0454
 OL0454                          STATION RECOVERY (1987)
 OL0454
 OL0454'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987 (BM)
 OL0454'RECOVERED IN GOOD CONDITION.
 OL0454
 OL0454                          STATION RECOVERY (2002)
 OL0454
 OL0454'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OL0454'RECOVERED IN GOOD CONDITION. IT IS AT THE NORTHWEST CORNER OF A GRAVEL
 OL0454'PARK-AND-RIDE LOT, 23 FEET SOUTH OF UTILITY POLE NO. 00-16638, 20 FEET
 OL0454'SOUTHEAST OF AN ORANGE OVER WHITE FIBER OPTIC POST, 11.5 FEET NORTH OF
 OL0454'A UTILITY POLE GUY WIRE ANCHOR, 1.3 FEET SOUTHWEST OF A WITNESS POST.
 OL0454'THERE IS A CLEAR HORIZON FOR 360 DEGREES.
 OL0454
 OL0454                          STATION RECOVERY (2004)
 OL0454
 OL0454'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 OL0454'RECOVERED IN GOOD CONDITION.
 OL0454
 OL0454                          STATION RECOVERY (2006)
 OL0454
 OL0454'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRB)
 OL0454'THE STATION, REFERENCE MARKS 3 AND 4, AND THE AZIMUTH MARK WERE NOT
 OL0454'FOUND.  THE PARK AND RIDE LOT HAS BEEN PAVED WITH NEW LANDSCAPPING AND
 OL0454'THE POWER POLES HAVE BEEN REPLACED.  THE DESCRIPTION IS NO LONGER
 OL0454'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF6085 ***********************************************************************
 DF6085  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6085  DESIGNATION -  FREDONIA E GPS
 DF6085  PID         -  DF6085
 DF6085  STATE/COUNTY-  WI/OZAUKEE
 DF6085  USGS QUAD   -  PORT WASHINGTON WEST (1994)
 DF6085
 DF6085                         *CURRENT SURVEY CONTROL
 DF6085  ___________________________________________________________________
 DF6085* NAD 83(1997)-  43 29 58.83954(N)    087 54 30.21783(W)     ADJUSTED  
 DF6085* NAVD 88     -       240.37   (meters)     788.6    (feet)  GPS OBS   
 DF6085  ___________________________________________________________________
 DF6085  X           -     169,130.919 (meters)                     COMP
 DF6085  Y           -  -4,630,978.327 (meters)                     COMP
 DF6085  Z           -   4,368,076.974 (meters)                     COMP
 DF6085  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 DF6085  ELLIP HEIGHT-         205.11  (meters)          (06/11/03) GPS OBS
 DF6085  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 DF6085
 DF6085  HORZ ORDER  -  FIRST
 DF6085  ELLP ORDER  -  THIRD     CLASS I
 DF6085
 DF6085.The horizontal coordinates were established by GPS observations
 DF6085.and adjusted by the National Geodetic Survey in June 2003..
 DF6085
 DF6085.The orthometric height was determined by GPS observations and a
 DF6085.high-resolution geoid model using precise GPS observation and
 DF6085.processing techniques.
 DF6085
 DF6085.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6085
 DF6085.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6085
 DF6085.The ellipsoidal height was determined by GPS observations
 DF6085.and is referenced to NAD 83.
 DF6085
 DF6085.The geoid height was determined by GEOID03.
 DF6085
 DF6085;                    North         East     Units Scale Factor Converg.
 DF6085;SPC WI S     -   168,721.442   769,134.160   MT  0.99993402   +1 26 13.7
 DF6085;SPC WI S     -   553,546.93  2,523,400.99   sFT  0.99993402   +1 26 13.7
 DF6085;UTM  16      - 4,816,706.335   426,560.953   MT  0.99966634   -0 37 31.2
 DF6085
 DF6085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6085!SPC WI S     -   0.99996784  x   0.99993402  =   0.99990186
 DF6085!UTM  16      -   0.99996784  x   0.99966634  =   0.99963419
 DF6085
 DF6085                          SUPERSEDED SURVEY CONTROL
 DF6085
 DF6085.No superseded survey control is available for this station.
 DF6085
 DF6085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP2656116706(NAD 83)
 DF6085_MARKER: DD = SURVEY DISK
 DF6085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6085_STAMPING: FREDONIA E GPS 2001
 DF6085_MARK LOGO: WIDT  
 DF6085_PROJECTION: FLUSH
 DF6085_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6085+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2003
 DF6085
 DF6085  HISTORY     - Date     Condition        Report By
 DF6085  HISTORY     - 2000     MONUMENTED       WIDT
 DF6085  HISTORY     - 20031108 GOOD             USPSQD
 DF6085
 DF6085                          STATION DESCRIPTION
 DF6085
 DF6085'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DF6085'THE STATION IS ABOUT 32 KM SOUTH-SOUTHWEST OF SHEBOYGAN AND 5 KM WEST
 DF6085'OF BELGIUM.
 DF6085'OWNERSHIP--OZAUKEE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DF6085'INTERSTATE 43
 DF6085'WITH COUNTY HIGHWAY D (MAIN STREET) IN THE VILLAGE OF BELGIUM, GO WEST
 DF6085'ON COUNTY
 DF6085'HIGHWAY D (MAIN STREET) FOR 5.2 KM TO COUNTY HIGHWAY B, CONTINUE WEST
 DF6085'ON COUNTY
 DF6085'HIGHWAY D FOR 0.6 KM TO THE STATION ON THE RIGHT.  THE STATION IS A
 DF6085'BRONZE WISCONSIN
 DF6085'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF6085'IN THE TOP OF A
 DF6085'41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL
 DF6085'WITH THE HIGHWAY
 DF6085'PAVEMENT.  THE STATION IS 8.8 M NORTH OF THE CENTERLINE OF COUNTY
 DF6085'HIGHWAY D, 36 M EAST OF
 DF6085'THE CENTERLINE OF A FIELD ENTRANCE, 26.5 M NORTHWEST OF A YELLOW
 DF6085'FIBERGLASS --CAUTION
 DF6085'GAS PIPELINE IN VICINITY-- POST, 1.0 M SOUTH, 1.0 M EAST, AND 1.0 M
 DF6085'WEST OF THREE 4X4 ORANGE
 DF6085'PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE
 DF6085'OBSTRUCTIONS EXTENDING
 DF6085'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF6085' 
 DF6085' 
 DF6085' 
 DF6085' 
 DF6085' 
 DF6085' 
 DF6085' 
 DF6085' 
 DF6085'
 DF6085
 DF6085                          STATION RECOVERY (2003)
 DF6085
 DF6085'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF6083 ***********************************************************************
 DF6083  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6083  DESIGNATION -  FREDONIA GPS
 DF6083  PID         -  DF6083
 DF6083  STATE/COUNTY-  WI/OZAUKEE
 DF6083  USGS QUAD   -  NEWBURG (1994)
 DF6083
 DF6083                         *CURRENT SURVEY CONTROL
 DF6083  ___________________________________________________________________
 DF6083* NAD 83(1997)-  43 29 54.55699(N)    088 01 44.05774(W)     ADJUSTED  
 DF6083* NAVD 88     -       261.89   (meters)     859.2    (feet)  GPS OBS   
 DF6083  ___________________________________________________________________
 DF6083  X           -     159,393.814 (meters)                     COMP
 DF6083  Y           -  -4,631,430.447 (meters)                     COMP
 DF6083  Z           -   4,367,996.008 (meters)                     COMP
 DF6083  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 DF6083  ELLIP HEIGHT-         226.77  (meters)          (06/11/03) GPS OBS
 DF6083  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 DF6083
 DF6083  HORZ ORDER  -  FIRST
 DF6083  ELLP ORDER  -  THIRD     CLASS I
 DF6083
 DF6083.The horizontal coordinates were established by GPS observations
 DF6083.and adjusted by the National Geodetic Survey in June 2003..
 DF6083
 DF6083.The orthometric height was determined by GPS observations and a
 DF6083.high-resolution geoid model using precise GPS observation and
 DF6083.processing techniques.
 DF6083
 DF6083.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6083
 DF6083.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6083
 DF6083.The ellipsoidal height was determined by GPS observations
 DF6083.and is referenced to NAD 83.
 DF6083
 DF6083.The geoid height was determined by GEOID03.
 DF6083
 DF6083;                    North         East     Units Scale Factor Converg.
 DF6083;SPC WI S     -   168,351.929   759,394.231   MT  0.99993398   +1 21 15.6
 DF6083;SPC WI S     -   552,334.62  2,491,445.91   sFT  0.99993398   +1 21 15.6
 DF6083;UTM  16      - 4,816,687.610   416,816.555   MT  0.99968511   -0 42 29.8
 DF6083
 DF6083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6083!SPC WI S     -   0.99996444  x   0.99993398  =   0.99989842
 DF6083!UTM  16      -   0.99996444  x   0.99968511  =   0.99964956
 DF6083
 DF6083                          SUPERSEDED SURVEY CONTROL
 DF6083
 DF6083.No superseded survey control is available for this station.
 DF6083
 DF6083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1681716688(NAD 83)
 DF6083_MARKER: DD = SURVEY DISK
 DF6083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6083_STAMPING: FREDONIA GPS 2001
 DF6083_MARK LOGO: WIDT  
 DF6083_PROJECTION: FLUSH
 DF6083_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6083+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2003
 DF6083
 DF6083  HISTORY     - Date     Condition        Report By
 DF6083  HISTORY     - 2000     MONUMENTED       WIDT
 DF6083  HISTORY     - 20031108 GOOD             USPSQD
 DF6083
 DF6083                          STATION DESCRIPTION
 DF6083
 DF6083'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DF6083'THE STATION IS LOCATED ABOUT 16 KM NORTHEAST OF WEST BEND AND 6 KM
 DF6083'NORTHWEST OF
 DF6083'FREDONIA.  OWNERSHIP--TOWN OF FREDONIA.  TO REACH THE STATION FROM THE
 DF6083'JUNCTION OF
 DF6083'STATE HIGHWAY 57 WITH COUNTY HIGHWAY A IN THE VILLAGE OF FREDONIA, GO
 DF6083'WEST ON COUNTY
 DF6083'HIGHWAY A FOR 8.1 KM TO RIVERSIDE DRIVE ON THE RIGHT, TURN RIGHT AND
 DF6083'GO NORTH ON
 DF6083'RIVERSIDE DRIVE FOR 4.8 KM TO COUNTY HIGHWAY H, TURN RIGHT AND GO EAST
 DF6083'ON COUNTY
 DF6083'HIGHWAY H FOR 0.3 KM TO KOHLER DRIVE AND THE STATION ON THE LEFT.  THE
 DF6083'STATION IS A
 DF6083'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF6083'STATION DISK
 DF6083'SET IN THE TOP A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DF6083'AND ABOUT LEVEL
 DF6083'WITH THE ROAD PAVEMENT.  THE STATION IS 7.3 M NORTH OF THE CENTERLINE
 DF6083'OF KOHLER
 DF6083'DRIVE, 31.7 M NORTH OF THE CENTERLINE OF COUNTY HIGHWAY H, 21.8 M
 DF6083'NORTHWEST OF A WOOD
 DF6083'POST FOR A --STOP-- SIGN, 13.3 M WEST OF A WOOD POST FOR A --SPEED
 DF6083'LIMIT 35-- SIGN, 1.0 M SOUTH,
 DF6083'1.0 M EAST, AND 1.0 M WEST OF THREE 4X4 ORANGE PLASTIC WITNESS POSTS.
 DF6083'---NOTE---THIS STATION
 DF6083'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DF6083'HORIZON.
 DF6083' 
 DF6083' 
 DF6083' 
 DF6083' 
 DF6083' 
 DF6083' 
 DF6083' 
 DF6083'
 DF6083
 DF6083                          STATION RECOVERY (2003)
 DF6083
 DF6083'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6083'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0452 ***********************************************************************
 OL0452  DESIGNATION -  FREDONIA MUNICIPAL TANK
 OL0452  PID         -  OL0452
 OL0452  STATE/COUNTY-  WI/OZAUKEE
 OL0452  USGS QUAD   -  PORT WASHINGTON WEST (1994)
 OL0452
 OL0452                         *CURRENT SURVEY CONTROL
 OL0452  ___________________________________________________________________
 OL0452* NAD 83(1991)-  43 28 13.42903(N)    087 57 28.42783(W)     ADJUSTED  
 OL0452* NAVD 88     -                                                        
 OL0452  ___________________________________________________________________
 OL0452  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 OL0452  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 OL0452
 OL0452  HORZ ORDER  -  THIRD
 OL0452
 OL0452.The horizontal coordinates were established by classical geodetic methods
 OL0452.and adjusted by the National Geodetic Survey in November 1991..
 OL0452
 OL0452
 OL0452.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0452
 OL0452.The geoid height was determined by GEOID03.
 OL0452
 OL0452;                    North         East     Units Scale Factor Converg.
 OL0452;SPC WI S     -   165,370.266   765,211.667   MT  0.99993327   +1 24 11.3
 OL0452;SPC WI S     -   542,552.28  2,510,531.94   sFT  0.99993327   +1 24 11.3
 OL0452;UTM  16      - 4,813,499.332   422,521.468   MT  0.99967384   -0 39 32.6
 OL0452
 OL0452                          SUPERSEDED SURVEY CONTROL
 OL0452
 OL0452  NAD 83(1986)-  43 28 13.41744(N)    087 57 28.43396(W) AD(       ) 4
 OL0452  NAD 27      -  43 28 13.42100(N)    087 57 28.10400(W) AD(       ) 3
 OL0452
 OL0452.Superseded values are not recommended for survey control.
 OL0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0452.See file dsdata.txt to determine how the superseded data were derived.
 OL0452
 OL0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP2252113499(NAD 83)
 OL0452
 OL0452  HISTORY     - Date     Condition        Report By
 OL0452  HISTORY     - 1953     MONUMENTED       CGS
 OL0452  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OL0452  HISTORY     - 19950812 GOOD             USPSQD
 OL0452  HISTORY     - 20020319 GOOD             USPSQD
 OL0452  HISTORY     - 20031121 MARK NOT FOUND   USPSQD
 OL0452
 OL0452                          STATION DESCRIPTION
 OL0452
 OL0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OL0452'STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL WATER TANK
 OL0452'LOCATED IN
 OL0452'FREDONIA.  THE TANK IS A FOUR-LEGGED STEEL STRUCTURE ABOUT 125 FEET
 OL0452'HIGH, IS PAINTED SILVER AND HAS THE
 OL0452'NAME FREDONIA PAINTED ON THE EAST AND WEST SIDES IN BLACK
 OL0452'LETTERS.
 OL0452
 OL0452                          STATION RECOVERY (1971)
 OL0452
 OL0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JGR)
 OL0452'RECOVERED AS DESCRIBED IN 1953 DESCRIPTION, WITH THE EXCEPTION THAT
 OL0452'THE COLOR OF THE
 OL0452'TANK IS NOW RED.
 OL0452
 OL0452                          STATION RECOVERY (1995)
 OL0452
 OL0452'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0452'RECOVERED IN GOOD CONDITION.
 OL0452
 OL0452                          STATION RECOVERY (2002)
 OL0452
 OL0452'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLC)
 OL0452'RECOVERED IN GOOD CONDITION.
 OL0452
 OL0452                          STATION RECOVERY (2003)
 OL0452
 OL0452'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OL0452'NOT FOUND.  THE AREA IS NOW A PARK.  A NEW TANK WAS BUILT ON THE SOUTH
 OL0452'SIDE OF TOWN IN AN INDUSTRIAL AREA IN 1980.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF6084 ***********************************************************************
 DF6084  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6084  DESIGNATION -  FREDONIA N GPS
 DF6084  PID         -  DF6084
 DF6084  STATE/COUNTY-  WI/OZAUKEE
 DF6084  USGS QUAD   -  RANDOM LAKE (1974)
 DF6084
 DF6084                         *CURRENT SURVEY CONTROL
 DF6084  ___________________________________________________________________
 DF6084* NAD 83(1997)-  43 31 40.78205(N)    087 58 17.93532(W)     ADJUSTED  
 DF6084* NAVD 88     -       270.51   (meters)     887.5    (feet)  GPS OBS   
 DF6084  ___________________________________________________________________
 DF6084  X           -     163,942.292 (meters)                     COMP
 DF6084  Y           -  -4,629,019.166 (meters)                     COMP
 DF6084  Z           -   4,370,379.430 (meters)                     COMP
 DF6084  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 DF6084  ELLIP HEIGHT-         235.28  (meters)          (06/11/03) GPS OBS
 DF6084  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 DF6084
 DF6084  HORZ ORDER  -  FIRST
 DF6084  ELLP ORDER  -  THIRD     CLASS I
 DF6084
 DF6084.The horizontal coordinates were established by GPS observations
 DF6084.and adjusted by the National Geodetic Survey in June 2003..
 DF6084
 DF6084.The orthometric height was determined by GPS observations and a
 DF6084.high-resolution geoid model using precise GPS observation and
 DF6084.processing techniques.
 DF6084
 DF6084.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6084
 DF6084.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6084
 DF6084.The ellipsoidal height was determined by GPS observations
 DF6084.and is referenced to NAD 83.
 DF6084
 DF6084.The geoid height was determined by GEOID03.
 DF6084
 DF6084;                    North         East     Units Scale Factor Converg.
 DF6084;SPC WI S     -   171,740.083   763,943.673   MT  0.99993499   +1 23 37.3
 DF6084;SPC WI S     -   563,450.59  2,506,371.87   sFT  0.99993499   +1 23 37.3
 DF6084;UTM  16      - 4,819,908.996   421,483.817   MT  0.99967583   -0 40 09.2
 DF6084
 DF6084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6084!SPC WI S     -   0.99996311  x   0.99993499  =   0.99989810
 DF6084!UTM  16      -   0.99996311  x   0.99967583  =   0.99963895
 DF6084
 DF6084                          SUPERSEDED SURVEY CONTROL
 DF6084
 DF6084.No superseded survey control is available for this station.
 DF6084
 DF6084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP2148419909(NAD 83)
 DF6084_MARKER: DD = SURVEY DISK
 DF6084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6084_STAMPING: FREDONIA N GPS 2001
 DF6084_MARK LOGO: WIDT  
 DF6084_PROJECTION: FLUSH
 DF6084_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6084+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2003
 DF6084
 DF6084  HISTORY     - Date     Condition        Report By
 DF6084  HISTORY     - 2000     MONUMENTED       WIDT
 DF6084  HISTORY     - 20031108 GOOD             USPSQD
 DF6084
 DF6084                          STATION DESCRIPTION
 DF6084
 DF6084'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DF6084'THE STATION IS LOCATED ABOUT 19 KM NORTHEAST OF WEST BEND AND 2 KM
 DF6084'SOUTH OF RANDOM
 DF6084'LAKE.  OWNERSHIP--TOWN OF FREDONIA.  TO REACH THE STATION FROM THE
 DF6084'JUNCTION OF STATE
 DF6084'HIGHWAY 57 WITH STATE HIGHWAY 144 IN THE VILLAGE OF RANDOM LAKE, GO
 DF6084'SOUTH ON STATE
 DF6084'HIGHWAY 57 FOR 4.0 KM TO JAY ROAD, TURN RIGHT AND GO WEST ON JAY ROAD
 DF6084'FOR 2.2 KM TO THE
 DF6084'STATION ON THE RIGHT.  THE  STATION IS A BRONZE WISCONSIN DEPARTMENT
 DF6084'OF TRANSPORTATION
 DF6084'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF6084'DIAMETER CONCRETE POST
 DF6084'SET TO A DEPTH 2.4 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE
 DF6084'STATION IS 5.2 M NORTH
 DF6084'OF THE CENTERLINE OF JAY ROAD,65.2 M WEST OF THE CENTERLINE OF RANDOM
 DF6084'LAKE ROAD, 34.2 M
 DF6084'NORTHWEST OF POWER POLE --95-01035--, 16.4 M NORTHEAST OF A METAL
 DF6084'--CAUTION BURIED CABLE--
 DF6084'SIGN, 2 M SOUTH OF A CULTIVATED FIELD, AND 1.0 M SOUTH OF A WHITE
 DF6084'PLASTIC WITNESS POST.
 DF6084'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF6084'THAN 15 DEGREES ABOVE
 DF6084'THE HORIZON.
 DF6084' 
 DF6084' 
 DF6084' 
 DF6084' 
 DF6084' 
 DF6084'
 DF6084
 DF6084                          STATION RECOVERY (2003)
 DF6084
 DF6084'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF6082 ***********************************************************************
 DF6082  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6082  DESIGNATION -  FREDONIA S GPS
 DF6082  PID         -  DF6082
 DF6082  STATE/COUNTY-  WI/OZAUKEE
 DF6082  USGS QUAD   -  PORT WASHINGTON WEST (1994)
 DF6082
 DF6082                         *CURRENT SURVEY CONTROL
 DF6082  ___________________________________________________________________
 DF6082* NAD 83(1997)-  43 27 53.52468(N)    087 58 49.97277(W)     ADJUSTED  
 DF6082* NAVD 88     -       270.17   (meters)     886.4    (feet)  GPS OBS   
 DF6082  ___________________________________________________________________
 DF6082  X           -     163,393.417 (meters)                     COMP
 DF6082  Y           -  -4,633,869.084 (meters)                     COMP
 DF6082  Z           -   4,365,291.314 (meters)                     COMP
 DF6082  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 DF6082  ELLIP HEIGHT-         235.04  (meters)          (06/11/03) GPS OBS
 DF6082  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 DF6082
 DF6082  HORZ ORDER  -  FIRST
 DF6082  ELLP ORDER  -  THIRD     CLASS I
 DF6082
 DF6082.The horizontal coordinates were established by GPS observations
 DF6082.and adjusted by the National Geodetic Survey in June 2003..
 DF6082
 DF6082.The orthometric height was determined by GPS observations and a
 DF6082.high-resolution geoid model using precise GPS observation and
 DF6082.processing techniques.
 DF6082
 DF6082.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6082
 DF6082.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6082
 DF6082.The ellipsoidal height was determined by GPS observations
 DF6082.and is referenced to NAD 83.
 DF6082
 DF6082.The geoid height was determined by GEOID03.
 DF6082
 DF6082;                    North         East     Units Scale Factor Converg.
 DF6082;SPC WI S     -   164,711.577   763,394.344   MT  0.99993316   +1 23 15.3
 DF6082;SPC WI S     -   540,391.23  2,504,569.61   sFT  0.99993316   +1 23 15.3
 DF6082;UTM  16      - 4,812,906.616   420,682.094   MT  0.99967739   -0 40 28.4
 DF6082
 DF6082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6082!SPC WI S     -   0.99996314  x   0.99993316  =   0.99989631
 DF6082!UTM  16      -   0.99996314  x   0.99967739  =   0.99964055
 DF6082
 DF6082                          SUPERSEDED SURVEY CONTROL
 DF6082
 DF6082.No superseded survey control is available for this station.
 DF6082
 DF6082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP2068212907(NAD 83)
 DF6082_MARKER: DD = SURVEY DISK
 DF6082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6082_STAMPING: FREDONIA S GPS 2001
 DF6082_MARK LOGO: WIDT  
 DF6082_PROJECTION: FLUSH
 DF6082_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6082+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2003
 DF6082
 DF6082  HISTORY     - Date     Condition        Report By
 DF6082  HISTORY     - 20001106 MONUMENTED       WIDT
 DF6082  HISTORY     - 20031108 GOOD             USPSQD
 DF6082
 DF6082                          STATION DESCRIPTION
 DF6082
 DF6082'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DF6082'THE STATION IS LOCATED ABOUT 23 KM EAST-NORTHEAST OF WEST BEND AND 3
 DF6082'KM SOUTHWEST OF
 DF6082'FREDONIA.  OWNERSHIP--OZAUKEE COUNTY.  TO REACH THE STATION FROM THE
 DF6082'JUNCTION OF STATE
 DF6082'HIGHWAY 57 WITH COUNTY HIGHWAY A IN THE VILLAGE OF FREDONIA, GO WEST
 DF6082'ON COUNTY
 DF6082'HIGHWAY A FOR 3.1 KM TO COUNTY HIGHWAY I SOUTH ON THE LEFT, TURN LEFT
 DF6082'AND GO SOUTH ON
 DF6082'COUNTY HIGHWAY I FOR 0.5 KM TO THE STATION ON THE RIGHT.  THE STATION
 DF6082'IS A BRONZE
 DF6082'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DF6082'DISK SET IN
 DF6082'THE TOP OF 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.7 M,
 DF6082'FASTENED TO BEDROCK,
 DF6082'WHICH PREVENTED A DEEPER SET AND ABOUT LEVEL WITH THE HIGHWAY
 DF6082'PAVEMENT.  THE STATION
 DF6082'IS 9.0 M WEST OF THE CENTERLINE OF COUNTY HIGHWAY I, 26.2 M SOUTHWEST
 DF6082'OF POWER POLE
 DF6082'--72-11204 40-5--, 8.0 M SOUTH OF A METAL --CAUTION BURIED CABLE--
 DF6082'SIGN AND 1 M EAST OF A
 DF6082'CULTIVATED FIELD.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF6082'EXTENDING HIGHER THAN
 DF6082'15 DEGREES ABOVE THE HORIZON.
 DF6082' 
 DF6082' 
 DF6082' 
 DF6082' 
 DF6082' 
 DF6082' 
 DF6082' 
 DF6082' 
 DF6082'
 DF6082
 DF6082                          STATION RECOVERY (2003)
 DF6082
 DF6082'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0941 ***********************************************************************
 PN0941  DESIGNATION -  FREEDOM
 PN0941  PID         -  PN0941
 PN0941  STATE/COUNTY-  WI/OUTAGAMIE
 PN0941  USGS QUAD   -  KAUKAUNA (1992)
 PN0941
 PN0941                         *CURRENT SURVEY CONTROL
 PN0941  ___________________________________________________________________
 PN0941* NAD 83(1991)-  44 20 06.43769(N)    088 22 00.71310(W)     ADJUSTED  
 PN0941* NAVD 88     -       277.     (meters)     909.     (feet)  SCALED    
 PN0941  ___________________________________________________________________
 PN0941  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 PN0941  GEOID HEIGHT-         -36.24  (meters)                     GEOID03
 PN0941
 PN0941  HORZ ORDER  -  SECOND
 PN0941
 PN0941.The horizontal coordinates were established by classical geodetic methods
 PN0941.and adjusted by the National Geodetic Survey in November 1991..
 PN0941
 PN0941.The orthometric height was scaled from a topographic map.
 PN0941
 PN0941.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0941
 PN0941.The geoid height was determined by GEOID03.
 PN0941
 PN0941;                    North         East     Units Scale Factor Converg.
 PN0941;SPC WI C     -    57,067.471   730,237.292   MT  0.99998500   +1 09 08.3
 PN0941;SPC WI C     -   187,228.86  2,395,786.85   sFT  0.99998500   +1 09 08.3
 PN0941;SPC WI S     -   260,700.658   730,248.245   MT  1.00006561   +1 07 19.7
 PN0941;SPC WI S     -   855,315.41  2,395,822.78   sFT  1.00006561   +1 07 19.7
 PN0941;UTM  16      - 4,910,003.607   391,031.289   MT  0.99974603   -0 57 19.2
 PN0941
 PN0941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0941!SPC WI C     -   0.99996226  x   0.99998500  =   0.99994726
 PN0941!SPC WI S     -   0.99996226  x   1.00006561  =   1.00002786
 PN0941!UTM  16      -   0.99996226  x   0.99974603  =   0.99970830
 PN0941
 PN0941:                Primary Azimuth Mark                     Grid Az
 PN0941:SPC WI C     -  KAUKAUNA MUNICIPAL TANK                  125 12 18.6
 PN0941:SPC WI S     -  KAUKAUNA MUNICIPAL TANK                  125 14 07.2
 PN0941:UTM  16      -  KAUKAUNA MUNICIPAL TANK                  127 18 46.1
 PN0941
 PN0941|---------------------------------------------------------------------|
 PN0941| PID    Reference Object                     Distance      Geod. Az  |
 PN0941|                                                           dddmmss.s |
 PN0941| PN0937 KAUKAUNA MUNICIPAL TANK             APPROX.10.0 KM 1262126.9 |
 PN0941| PN0938 LITTLE CHUTE MUNICIPAL TANK         APPROX. 7.3 KM 1431035.8 |
 PN0941| PN0939 KIMBERLY MUNICIPAL TANK             APPROX. 7.5 KM 1574335.3 |
 PN0941| PN0946 APPLETON ZION LUTH CH CROSS         APPROX. 7.9 KM 2031003.1 |
 PN0941| PN0942 APPLETON S MUNICIPAL TANK OF 2      APPROX. 8.8 KM 2041455.9 |
 PN0941| PN0943 APPLETON N MUNICIPAL TANK OF 2      APPROX. 6.5 KM 2090258.8 |
 PN0941| PN0944 OUTAGAMIE CO HOSP WATER TANK        APPROX. 9.8 KM 2290257.6 |
 PN0941| CJ4978 FREEDOM AZ MK                                      2345720.0 |
 PN0941| CJ4980 FREEDOM RM 2                        121.493 METERS 23624     |
 PN0941| CJ4981 FREEDOM RM 3                          7.153 METERS 24114     |
 PN0941| CJ4979 FREEDOM RM 1                        112.105 METERS 30035     |
 PN0941| CJ4982 FREEDOM RM 4                          7.166 METERS 33712     |
 PN0941|---------------------------------------------------------------------|
 PN0941
 PN0941                          SUPERSEDED SURVEY CONTROL
 PN0941
 PN0941  NAD 83(1986)-  44 20 06.43388(N)    088 22 00.70829(W) AD(       ) 2
 PN0941  NAD 27      -  44 20 06.47900(N)    088 22 00.30500(W) AD(       ) 2
 PN0941
 PN0941.Superseded values are not recommended for survey control.
 PN0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0941.See file dsdata.txt to determine how the superseded data were derived.
 PN0941
 PN0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9103110004(NAD 83)
 PN0941_MARKER: DS = TRIANGULATION STATION DISK
 PN0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0941_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PN0941
 PN0941  HISTORY     - Date     Condition        Report By
 PN0941  HISTORY     - 1954     MONUMENTED       CGS
 PN0941  HISTORY     - 1969     GOOD             USGS
 PN0941  HISTORY     - 1969     GOOD             CGS
 PN0941  HISTORY     - 1973     GOOD             USGS
 PN0941  HISTORY     - 20020315 GOOD             USPSQD
 PN0941
 PN0941                          STATION DESCRIPTION
 PN0941
 PN0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 PN0941'THE STATION IS LOCATED ABOUT 8 MILES NORTH-NORTHEAST OF APPLETON
 PN0941'AND 3/4 MILE NORTHWEST OF THE SMALL TOWN OF FREEDOM ON THE
 PN0941'HIGHEST POINT OF A VERY PROMINENT BUT SMALL KNOLL.  THE MARK
 PN0941'IS SET ABOUT 14 INCHES BELOW THE SURFACE OF THE GROUND AND THE
 PN0941'DISK IS STAMPED FREEDOM 1954.
 PN0941'
 PN0941'REFERENCE MARK NO. 1 IS 3 FEET SOUTH OF A WHITE WITNESS POST
 PN0941'AND 2 FEET EAST OF A FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND
 PN0941'THE DISK IS STAMPED FREEDOM NO 1 1954.
 PN0941'
 PN0941'REFERENCE MARK NO. 2 IS 2 FEET EAST OF A FENCE.  THE MARK PROJECTS
 PN0941'ABOUT 4 INCHES AND THE DISK IS STAMPED FREEDOM NO 2 1954.
 PN0941'
 PN0941'AZIMUTH MARK IS 30 FEET WEST OF THE CENTER OF COUNTY ROUTE EE,
 PN0941'3 FEET SOUTH OF A POWER POLE, 1.5 FEET NORTH OF A WHITE
 PN0941'WITNESS POST AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS
 PN0941'ABOUT 3 INCHES AND THE DISK IS STAMPED FREEDOM 1954.
 PN0941'
 PN0941'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 10
 PN0941'AND 41, ABOUT 3 MILES WEST OF APPLETON, GO NORTH AND EAST ON
 PN0941'U.S. HIGHWAY 41 FOR 5.2 MILES TO JUNCTION WITH COUNTY ROUTE
 PN0941'E, TURN LEFT AND GO NORTH ON COUNTY ROUTE E FOR 2.6 MILES
 PN0941'TO WHERE COUNTY ROUTE E TURNS RIGHT, (CONTINUE STRAIGHT AHEAD
 PN0941'ON COUNTY ROUTE EE FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT
 PN0941'AS DESCRIBED.) TURN RIGHT AND FOLLOW COUNTY ROUTE E FOR 0.6
 PN0941'MILE TO A FARM LANE LEFT LEADING NORTH TO AN OLD UNPAINTED
 PN0941'HOUSE, TURN LEFT ONTO THE FARMLANE AND GO NORTHERLY FOR 0.15
 PN0941'MILE TO AN OLD BARN ON THE RIGHT AND A DIM FIELD ROAD RIGHT,
 PN0941'TURN SHARP RIGHT AND FOLLOW THE FIELD ROAD NORTH FOR 0.2
 PN0941'MILE, TURN LEFT AND GO WEST FOR 0.1 MILE TO THE HIGHEST POINT
 PN0941'OF THE SMALL KNOLL AND THE STATION.
 PN0941'
 PN0941'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PN0941
 PN0941                          STATION RECOVERY (1969)
 PN0941
 PN0941'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 PN0941'STATION RECOVERED AS DESCRIBED.
 PN0941'
 PN0941'REFERENCE MARKS HAVE BEEN DESTROYED.
 PN0941'
 PN0941'STATION IS NOW MARKED BY A STEEL TRIPOD WHICH WAS CONSTRUCTED
 PN0941'AND PLACED OVER THE MARK BY THE LAND OWNER.  A 6 IN ALUMINUM
 PN0941'ALLOY TUBING APPROX. 1 FT. LONG NOW EXPOSES THE STATION MARK.
 PN0941'ORIGINAL DESCRIPTION IS ADEQUATE, HOWEVER, FROM THE AZIMUTH
 PN0941'MARK THE ABOVE MENTIONED STEEL TRIPOD CAN BE SEEN AND THE MARK
 PN0941'THUS LOCATED.
 PN0941'
 PN0941'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--STATION IS
 PN0941'LOCATED ABOUT 8 MILES NNE OF APPLETON.
 PN0941
 PN0941                          STATION RECOVERY (1969)
 PN0941
 PN0941'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 PN0941'THE STATION MARK AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 PN0941'A SEARCH WAS MADE FOR THE REFERENCE MARKS BUT THE AREA OF THE
 PN0941'MARKS IS NOW UNDER CULTIVATION AND THE MARKS ARE ASSUMED
 PN0941'DESTROYED.  REFERENCE MARKS 3 AND 4 WERE SET.  THE DIRECTION
 PN0941'TO ALL AZIMUTH OBJECTS CHECKED.  A NEW DESCRIPTION FOLLOWS.
 PN0941'
 PN0941'THE STATION IS LOCATED ON THE HIGHEST POINT OF A GRASS COVERED
 PN0941'KNOLL (HIGHEST IN VICINITY), PROPERTY OWNED BY MR. BRUCE PURDY,
 PN0941'88 FEET NORTHEAST OF THE NORTH END OF A FENCE, 11 FEET NORTH
 PN0941'OF THE CENTERLINE OF A TRACK ROAD, 24 FEET EAST OF A METAL
 PN0941'WITNESS POST, 24 FEET SOUTH OF A METAL WITNESS POST, MARK IS
 PN0941'ABOUT 1 FOOT UNDERGROUND, ENCASED BY AN 8 INCH ALUMINUM PIPE
 PN0941'PROJECTING ABOUT 6 INCHES AND DIRECTLY UNDERNEATH A STEEL
 PN0941'TRIPOD PUT OVER THE MARK BY MR. PURDY.  THE DISK IS STAMPED
 PN0941'FREEDOM 1954.
 PN0941'
 PN0941'REFERENCE MARK 3 IS 1 FOOT EAST OF A METAL WITNESS POST, 23 FEET
 PN0941'WEST OF THE TRIPOD AND 15 FEET NORTH OF THE CENTERLINE OF THE
 PN0941'ROAD.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED FREEDOM
 PN0941'1954 NO 3 1969.
 PN0941'
 PN0941'REFERENCE MARK 4 IS 1 FOOT SOUTHWEST OF A METAL WITNESS POST,
 PN0941'23 FEET NORTHWEST OF THE TRIPOD AND 34 FEET NORTH OF THE
 PN0941'CENTERLINE OF THE ROAD.  THE MONUMENT IS FLUSH AND THE DISK
 PN0941'IS STAMPED FREEDOM 1954 NO 4 1969.
 PN0941'
 PN0941'THE AZIMUTH MARK IS 1 FOOT NORTH OF A METAL WITNESS POST, 30
 PN0941'FEET WEST OF THE CENTERLINE OF COUNTY ROAD EE, 1 FOOT EAST OF
 PN0941'A FENCE AND 3 FEET SOUTH OF A POWER POLE.  THE MONUMENT PROJECTS
 PN0941'2 INCHES AND THE DISK IS STAMPED FREEDOM 1954.
 PN0941'
 PN0941'TO REACH THE STATION FROM THE FREEDOM HIGH SCHOOL AT THE SOUTH
 PN0941'EDGE OF FREEDOM, GO SOUTHWEST ON COUNTY ROAD E FOR 6.05 MILES
 PN0941'TO THE JUNCTION OF CO. RD. EE.  TURN RIGHT AND GO NORTH ON
 PN0941'RD. EE FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 PN0941'NORTH FOR 0.15 MILE TO A DRIVEWAY EAST.  TURN RIGHT AND GO
 PN0941'EAST ON FARM DRIVE 0.5 MILE TO TOP OF KNOLL AND STATION.
 PN0941'
 PN0941'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 PN0941'
 PN0941'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5
 PN0941'MILES NORTHEAST OF APPLETON.
 PN0941
 PN0941                          STATION RECOVERY (1973)
 PN0941
 PN0941'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PN0941'ALL SURFACE MARKS FOUND IN GOOD CONDITION.  DISTANCES AND
 PN0941'ANGLES CHECKED OK.  ORIGINAL DESCRIPTION ADEQUATE.
 PN0941'
 PN0941'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--LOCATED 8
 PN0941'MI NNE OF APPLETON
 PN0941
 PN0941                          STATION RECOVERY (2002)
 PN0941
 PN0941'RECOVERY NOTE BY US POWER SQUADRON 2002 (JMK)
 PN0941'RM-3 GOOD CONDITION, RM-4 GOOD CONDITION, AZ NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5110 ***********************************************************************
 DH5110  DESIGNATION -  FREEDOM N GPS
 DH5110  PID         -  DH5110
 DH5110  STATE/COUNTY-  WI/SAUK
 DH5110  USGS QUAD   -  ROCK SPRINGS (1975)
 DH5110
 DH5110                         *CURRENT SURVEY CONTROL
 DH5110  ___________________________________________________________________
 DH5110* NAD 83(1997)-  43 27 05.66783(N)    089 54 58.14459(W)     ADJUSTED  
 DH5110* NAVD 88     -                                                        
 DH5110  ___________________________________________________________________
 DH5110  X           -       6,787.068 (meters)                     COMP
 DH5110  Y           -  -4,637,757.843 (meters)                     COMP
 DH5110  Z           -   4,364,217.330 (meters)                     COMP
 DH5110  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 DH5110  ELLIP HEIGHT-         232.32  (meters)          (08/01/05) GPS OBS
 DH5110  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 DH5110
 DH5110  HORZ ORDER  -  FIRST
 DH5110  ELLP ORDER  -  SECOND    CLASS I
 DH5110
 DH5110.The horizontal coordinates were established by GPS observations
 DH5110.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5110
 DH5110
 DH5110.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5110
 DH5110.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5110
 DH5110.The ellipsoidal height was determined by GPS observations
 DH5110.and is referenced to NAD 83.
 DH5110
 DH5110.The geoid height was determined by GEOID03.
 DH5110
 DH5110;                    North         East     Units Scale Factor Converg.
 DH5110;SPC WI S     -   161,259.536   606,786.367   MT  0.99993293   +0 03 27.4
 DH5110;SPC WI S     -   529,065.66  1,990,764.94   sFT  0.99993293   +0 03 27.4
 DH5110;UTM  16      - 4,815,094.712   264,051.721   MT  1.00028486   -2 00 23.3
 DH5110
 DH5110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5110!SPC WI S     -   0.99996357  x   0.99993293  =   0.99989650
 DH5110!UTM  16      -   0.99996357  x   1.00028486  =   1.00024842
 DH5110
 DH5110                          SUPERSEDED SURVEY CONTROL
 DH5110
 DH5110.No superseded survey control is available for this station.
 DH5110
 DH5110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP6405215095(NAD 83)
 DH5110_MARKER: DD = SURVEY DISK
 DH5110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5110_STAMPING: FREEDOM N GPS 2004
 DH5110_MARK LOGO: WIDT  
 DH5110_PROJECTION: FLUSH
 DH5110_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5110+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5110
 DH5110  HISTORY     - Date     Condition        Report By
 DH5110  HISTORY     - 2003     MONUMENTED       WIDT
 DH5110
 DH5110                          STATION DESCRIPTION
 DH5110
 DH5110'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5110'OWNERSHIP--SAUK COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5110'STATE HIGHWAY 136  EAST AND STATE HIGHWAY 154 WEST (BROADWAY) WITH
 DH5110'STATE HIGHWAY 135 WEST AND COUNTY  HIGHWAY DD (RIVER STREET) IN THE
 DH5110'VILLAGE OF ROCK SPRINGS, GO SOUTH ON COUNTY HIGHWAY  DD FOR 1.7 MI TO
 DH5110'SCHMIDT ROAD ON THE RIGHT, CONTINUE SOUTH ON COUNTY HIGHWAY DD FOR 0.1
 DH5110'MI TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DH5110'DEPARTMENT OF  TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH5110'IN THE TOP OF A 41-CM DIAMETER  CONCRETE POST ABOUT 0.5 M BELOW THE
 DH5110'HIGHWAY PAVEMENT.  THE STATION IS 9.5 M EAST OF THE  CENTERLINE OF
 DH5110'COUNTY HIGHWAY DD, 75 M SOUTH OF A FIELD ENTRANCE, 50 M NORTH OF THE
 DH5110'EXTENDED CENTERLINE OF A FIELD ENTRANCE, 1.2 M WEST OF A BARBED WIRE
 DH5110'FENCE, 1.0 M WEST  OF AN ORANGE  PLASTIC 4X4 WITNESS POST, 1.0 M
 DH5110'SOUTH-SOUTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS POST,  AND 1.0 M
 DH5110'NORTH-NORTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS
 DH5110'STTAION  HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DH5110'ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0940 ***********************************************************************
 PN0940  DESIGNATION -  FREEDOM USLS 1872
 PN0940  PID         -  PN0940
 PN0940  STATE/COUNTY-  WI/OUTAGAMIE
 PN0940  USGS QUAD   -  KAUKAUNA (1992)
 PN0940
 PN0940                         *CURRENT SURVEY CONTROL
 PN0940  ___________________________________________________________________
 PN0940* NAD 83(1991)-  44 20 06.52385(N)    088 22 00.72231(W)     ADJUSTED  
 PN0940* NAVD 88     -       277.     (meters)     909.     (feet)  SCALED    
 PN0940  ___________________________________________________________________
 PN0940  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 PN0940  GEOID HEIGHT-         -36.24  (meters)                     GEOID03
 PN0940
 PN0940  HORZ ORDER  -  FIRST
 PN0940
 PN0940.The horizontal coordinates were established by classical geodetic methods
 PN0940.and adjusted by the National Geodetic Survey in November 1991..
 PN0940
 PN0940.The orthometric height was scaled from a topographic map.
 PN0940
 PN0940.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0940
 PN0940.The geoid height was determined by GEOID03.
 PN0940
 PN0940;                    North         East     Units Scale Factor Converg.
 PN0940;SPC WI C     -    57,070.125   730,237.035   MT  0.99998499   +1 09 08.3
 PN0940;SPC WI C     -   187,237.57  2,395,786.01   sFT  0.99998499   +1 09 08.3
 PN0940;SPC WI S     -   260,703.313   730,247.989   MT  1.00006562   +1 07 19.7
 PN0940;SPC WI S     -   855,324.12  2,395,821.94   sFT  1.00006562   +1 07 19.7
 PN0940;UTM  16      - 4,910,006.268   391,031.129   MT  0.99974603   -0 57 19.2
 PN0940
 PN0940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0940!SPC WI C     -   0.99996226  x   0.99998499  =   0.99994725
 PN0940!SPC WI S     -   0.99996226  x   1.00006562  =   1.00002787
 PN0940!UTM  16      -   0.99996226  x   0.99974603  =   0.99970830
 PN0940
 PN0940                          SUPERSEDED SURVEY CONTROL
 PN0940
 PN0940  NAD 83(1986)-  44 20 06.51795(N)    088 22 00.71370(W) AD(       ) 1
 PN0940  NAD 27      -  44 20 06.56500(N)    088 22 00.29300(W) AD(       ) 1
 PN0940
 PN0940.Superseded values are not recommended for survey control.
 PN0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0940.See file dsdata.txt to determine how the superseded data were derived.
 PN0940
 PN0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9103110006(NAD 83)
 PN0940
 PN0940  HISTORY     - Date     Condition        Report By
 PN0940  HISTORY     - 1872     MONUMENTED       USLS
 PN0940  HISTORY     - 1954     SEE DESCRIPTION  CGS
 PN0940
 PN0940                          STATION DESCRIPTION
 PN0940
 PN0940'DESCRIBED BY US LAKE SURVEY 1872
 PN0940'THIS STATION IS SITUATED ON A PROMINENT HILL IN THE SOUTHWEST
 PN0940'CORNER OF FREEDOM TOWNSHIP, OUTAGAMIE COUNTY, WISCONSIN.
 PN0940'THE HEIGHT OF STATION USED WAS 35 FEET.  THE GEODETIC POINT
 PN0940'IS MARKED BY A STONE OF THE USUAL FORM, SET SO THAT ITS UPPER
 PN0940'END IS ABOUT 2-1/2 FEET BELOW THE GROUND SURFACE.  ANOTHER STONE
 PN0940'PROJECTING SLIGHTLY ABOVE GROUND IS SET DIRECTLY OVER THE
 PN0940'LATTER.  TWO REFERENCE STONES ARE SET, ONE NORTH 5 DEG 30 MIN
 PN0940'EAST, 17.32 FEET DISTANT, AND ONE NORTH 86 DEG 46 MIN EAST,
 PN0940'38.50 FEET DISTANT FROM THE GEODETIC POINT.
 PN0940'(PROFESSIONAL PAPERS NO. 24).
 PN0940
 PN0940                          STATION RECOVERY (1954)
 PN0940
 PN0940'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 PN0940'STATION DESTROYED.
 PN0940'
 PN0940'THROUGH AN INVERSE POSITION COMPUTATION FROM FREEDOM 1954.
 PN0940'
 PN0940'A THOROUGH SEARCH WAS MADE FOR THIS STATION AND IT WAS NOT
 PN0940'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7595 ***********************************************************************
 DE7595  DESIGNATION -  FREEDOM W GPS
 DE7595  PID         -  DE7595
 DE7595  STATE/COUNTY-  WI/OUTAGAMIE
 DE7595  USGS QUAD   -  FREEDOM (1992)
 DE7595
 DE7595                         *CURRENT SURVEY CONTROL
 DE7595  ___________________________________________________________________
 DE7595* NAD 83(1997)-  44 23 12.26093(N)    088 20 29.43593(W)     ADJUSTED  
 DE7595* NAVD 88     -       247.507  (meters)     812.03   (feet)  ADJUSTED  
 DE7595  ___________________________________________________________________
 DE7595  X           -     132,139.989 (meters)                     COMP
 DE7595  Y           -  -4,563,759.146 (meters)                     COMP
 DE7595  Z           -   4,439,050.547 (meters)                     COMP
 DE7595  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 DE7595  ELLIP HEIGHT-         211.28  (meters)          (06/11/03) GPS OBS
 DE7595  GEOID HEIGHT-         -36.23  (meters)                     GEOID03
 DE7595  DYNAMIC HT  -         247.470 (meters)     811.91  (feet)  COMP
 DE7595  MODELED GRAV-     980,464.3   (mgal)                       NAVD 88
 DE7595
 DE7595  HORZ ORDER  -  FIRST
 DE7595  VERT ORDER  -  SECOND    CLASS I
 DE7595  ELLP ORDER  -  THIRD     CLASS I
 DE7595
 DE7595.The horizontal coordinates were established by GPS observations
 DE7595.and adjusted by the National Geodetic Survey in June 2003..
 DE7595
 DE7595.The orthometric height was determined by differential leveling
 DE7595.and adjusted by the National Geodetic Survey in May 2003..
 DE7595
 DE7595.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7595
 DE7595.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7595
 DE7595.The ellipsoidal height was determined by GPS observations
 DE7595.and is referenced to NAD 83.
 DE7595
 DE7595.The geoid height was determined by GEOID03.
 DE7595
 DE7595.The dynamic height is computed by dividing the NAVD 88
 DE7595.geopotential number by the normal gravity value computed on the
 DE7595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7595.degrees latitude (g = 980.6199 gals.).
 DE7595
 DE7595.The modeled gravity was interpolated from observed gravity values.
 DE7595
 DE7595;                    North         East     Units Scale Factor Converg.
 DE7595;SPC WI C     -    62,842.853   732,141.841   MT  0.99997696   +1 10 12.7
 DE7595;SPC WI C     -   206,176.93  2,402,035.36   sFT  0.99997696   +1 10 12.7
 DE7595;UTM  16      - 4,915,703.664   393,146.498   MT  0.99974041   -0 56 18.5
 DE7595
 DE7595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7595!SPC WI C     -   0.99996687  x   0.99997696  =   0.99994383
 DE7595!UTM  16      -   0.99996687  x   0.99974041  =   0.99970729
 DE7595
 DE7595                          SUPERSEDED SURVEY CONTROL
 DE7595
 DE7595  NAVD 88 (06/11/03)  247.51   (m)          812.0    (f) LEVELING    3  
 DE7595
 DE7595.Superseded values are not recommended for survey control.
 DE7595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7595.See file dsdata.txt to determine how the superseded data were derived.
 DE7595
 DE7595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9314615704(NAD 83)
 DE7595_MARKER: DD = SURVEY DISK
 DE7595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7595_STAMPING: FREEDOM W GPS 1993
 DE7595_MARK LOGO: WIDT  
 DE7595_PROJECTION: FLUSH
 DE7595_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7595+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 DE7595
 DE7595  HISTORY     - Date     Condition        Report By
 DE7595  HISTORY     - 1993     MONUMENTED       WI-087
 DE7595  HISTORY     - 20001107 GOOD             WIDT
 DE7595  HISTORY     - 20030611 GOOD             USPSQD
 DE7595  HISTORY     - 20030611 GOOD             USPSQD
 DE7595  HISTORY     - 20040919 GOOD             USPSQD
 DE7595  HISTORY     - 20050816 GOOD             WIDT
 DE7595
 DE7595                          STATION DESCRIPTION
 DE7595
 DE7595'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7595'THE STATION IS LOCATED ABOUT 14 KM NORTH-NORTHEAST OF APPLETON, 11 KM
 DE7595'NORTH OF LITTLE CHUTE AND 5 KM WEST OF FREEDOM. OWNERSHIP--OUTAGAMIE
 DE7595'COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH
 DE7595'STATE HIGHWAY 47 ABOUT 3 KM NORTH OF THE CITY OF APPLETON, GO NORTH
 DE7595'ON STATE HIGHWAY 47 FOR 10 KM TO COUNTY HIGHWAY S, TURN RIGHT AND GO
 DE7595'EAST ON COUNTY HIGHWAY S FOR 5.3 KM TO FRENCH ROAD, CONTINUE EAST ON
 DE7595'COUNTY HIGHWAY S FOR 0.3 KM TO THE STATION ON THE LEFT.  THE STATION
 DE7595'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DE7595'CONTROL MARKER DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DE7595'SET TO A DEPTH OF 1.8 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DE7595'THE STATION IS 16.7 M NORTH OF THE CENTERLINE OF COUNTY HIGHWAY S, 62
 DE7595'M EAST OF THE CENTERLINE OF PRIVATE ENTRANCE --W3105--, 27 M EAST OF
 DE7595'THE CENTERLINE OF A FIELD ENTRANCE, 2 M SOUTH OF A CULTIVATED FIELD,
 DE7595'AND 1.2 M SOUTH OF A STEEL WITNESS POST. ---NOTE---THIS STATION HAS
 DE7595'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DE7595'HORIZON.
 DE7595
 DE7595                          STATION RECOVERY (2003)
 DE7595
 DE7595'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7595'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS IN THE CENTER OF A
 DE7595'TRIANGLE FORMED BY THREE ORANGE PLASTIC GUARD POSTS.
 DE7595
 DE7595                          STATION RECOVERY (2003)
 DE7595
 DE7595'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7595'RECOVERED IN GOOD CONDITION.  THE STATION IS IN THE CENTER OF A
 DE7595'TRIANGLE FORMED BY THREE ORANGE PLASTIC WITNESS POSTS.
 DE7595
 DE7595                          STATION RECOVERY (2004)
 DE7595
 DE7595'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 DE7595'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.3 MILE WEST OF
 DE7595'COUNTY ROAD C.
 DE7595
 DE7595                          STATION RECOVERY (2005)
 DE7595
 DE7595'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7595'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5105 ***********************************************************************
 DH5105  DESIGNATION -  FREEDOM W GPS
 DH5105  PID         -  DH5105
 DH5105  STATE/COUNTY-  WI/SAUK
 DH5105  USGS QUAD   -  ROCK SPRINGS (1975)
 DH5105
 DH5105                         *CURRENT SURVEY CONTROL
 DH5105  ___________________________________________________________________
 DH5105* NAD 83(1997)-  43 23 27.48305(N)    089 56 40.07725(W)     ADJUSTED  
 DH5105* NAVD 88     -                                                        
 DH5105  ___________________________________________________________________
 DH5105  X           -       4,499.720 (meters)                     COMP
 DH5105  Y           -  -4,642,461.410 (meters)                     COMP
 DH5105  Z           -   4,359,394.846 (meters)                     COMP
 DH5105  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 DH5105  ELLIP HEIGHT-         331.82  (meters)          (08/01/05) GPS OBS
 DH5105  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 DH5105
 DH5105  HORZ ORDER  -  FIRST
 DH5105  ELLP ORDER  -  SECOND    CLASS I
 DH5105
 DH5105.The horizontal coordinates were established by GPS observations
 DH5105.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5105
 DH5105
 DH5105.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5105
 DH5105.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5105
 DH5105.The ellipsoidal height was determined by GPS observations
 DH5105.and is referenced to NAD 83.
 DH5105
 DH5105.The geoid height was determined by GEOID03.
 DH5105
 DH5105;                    North         East     Units Scale Factor Converg.
 DH5105;SPC WI S     -   154,524.593   604,499.184   MT  0.99993256   +0 02 17.4
 DH5105;SPC WI S     -   506,969.44  1,983,261.07   sFT  0.99993256   +0 02 17.4
 DH5105;UTM  16      - 4,808,444.079   261,522.665   MT  1.00029963   -2 01 25.4
 DH5105;UTM  15      - 4,808,767.964   747,473.417   MT  1.00035341   +2 06 00.5
 DH5105
 DH5105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5105!SPC WI S     -   0.99994797  x   0.99993256  =   0.99988053
 DH5105!UTM  16      -   0.99994797  x   1.00029963  =   1.00024758
 DH5105!UTM  15      -   0.99994797  x   1.00035341  =   1.00030136
 DH5105
 DH5105                          SUPERSEDED SURVEY CONTROL
 DH5105
 DH5105.No superseded survey control is available for this station.
 DH5105
 DH5105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP6152308444(NAD 83)
 DH5105_MARKER: DD = SURVEY DISK
 DH5105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5105_STAMPING: FREEDOM W GPS 2004
 DH5105_MARK LOGO: WIDT  
 DH5105_PROJECTION: FLUSH
 DH5105_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5105+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DH5105
 DH5105  HISTORY     - Date     Condition        Report By
 DH5105  HISTORY     - 2004     MONUMENTED       WIDT
 DH5105
 DH5105                          STATION DESCRIPTION
 DH5105
 DH5105'DESCRIBED BY WI DEPT OF TRANSP 2004 (TSS)
 DH5105'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 23 WITH COUNTY
 DH5105'HIGHWAY W AND  FRIENDSHIP DRIVE ABOUT 9 MI SOUTH OF THE CITY OF
 DH5105'REEDSBURG, GO EAST ON COUNTY HIGHWAY  W FOR 2.6 MI TO COUNTY HIGHWAY W
 DH5105'NORTH, COUNTY HIGHWAY D TO THE LEFT AND COUNTY  HIGHWAY D STRAIGHT
 DH5105'AHEAD, CONTINUE EAST ON COUNTY HIGHWAY D SOUTH FOR 1.6 MI TO  COUNTY
 DH5105'HIGHWAY PF, TURN LEFT AND GO EAST ON COUNTY HIGHWAY PF FOR 1.9 MI TO
 DH5105'THE STATION  ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DH5105'DEPARTMENT OF TRANSPORTATION  GEODETIC SURVEY CONTROL STATION DISK SET
 DH5105'IN THE TOP OF A 43-CM DIAMETER CONCRETE POST  LOCATED WITHIN THE RIGHT
 DH5105'OF WAY, ABOUT 1 M ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS  12.9 M
 DH5105'SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY PF, 45.1 M WEST-SOUTHWEST OF
 DH5105'POWERPOLE --11-5-31 26/39--, 3 M SOUTH OF THE EXTENDED CENTERLINE OF
 DH5105'PRIVATE ENTRANCE  --E7506--, 1.0 M NORTH OF AN ORANGE 4X4 PLASTIC
 DH5105'WITNESS POST, 1.0 M SOUTHEAST OF AN ORANGE  4X4 PLASTIC WITNESS POST,
 DH5105'1.0 M SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DH5105'---NOTE---THIS STATION HAS NO VISUAL OBSTRUCTIONS EXTENDING HIGHER
 DH5105'THAN 15 DEGREES  ABOVE THE HORIZON EXCEPT FOR TREES TO THE NORTHWEST
 DH5105'EXTENDING TO 20 DEGREES ABOVE  THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0011 ***********************************************************************
 QN0011  DESIGNATION -  FREEMAN
 QN0011  PID         -  QN0011
 QN0011  STATE/COUNTY-  WI/PRICE
 QN0011  USGS QUAD   -  PRENTICE (1984)
 QN0011
 QN0011                         *CURRENT SURVEY CONTROL
 QN0011  ___________________________________________________________________
 QN0011* NAD 83(1991)-  45 32 06.13507(N)    090 15 03.66807(W)     ADJUSTED  
 QN0011* NAVD 88     -       479.939  (meters)    1574.60   (feet)  ADJUSTED  
 QN0011  ___________________________________________________________________
 QN0011  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 QN0011  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 QN0011  DYNAMIC HT  -         479.916 (meters)    1574.52  (feet)  COMP
 QN0011  MODELED GRAV-     980,553.2   (mgal)                       NAVD 88
 QN0011
 QN0011  HORZ ORDER  -  FIRST
 QN0011  VERT ORDER  -  FIRST     CLASS II
 QN0011
 QN0011.The horizontal coordinates were established by classical geodetic methods
 QN0011.and adjusted by the National Geodetic Survey in November 1991..
 QN0011
 QN0011.The orthometric height was determined by differential leveling
 QN0011.and adjusted by the National Geodetic Survey in June 1991..
 QN0011
 QN0011.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0011
 QN0011.The geoid height was determined by GEOID03.
 QN0011
 QN0011.The dynamic height is computed by dividing the NAVD 88
 QN0011.geopotential number by the normal gravity value computed on the
 QN0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0011.degrees latitude (g = 980.6199 gals.).
 QN0011
 QN0011.The modeled gravity was interpolated from observed gravity values.
 QN0011
 QN0011;                    North         East     Units Scale Factor Converg.
 QN0011;SPC WI N     -    40,973.176   580,392.937   MT  1.00000589   -0 10 51.9
 QN0011;SPC WI N     -   134,426.16  1,904,172.49   sFT  1.00000589   -0 10 51.9
 QN0011;UTM  15      - 5,046,065.184   714,634.416   MT  1.00016643   +1 57 45.5
 QN0011
 QN0011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0011!SPC WI N     -   0.99992956  x   1.00000589  =   0.99993545
 QN0011!UTM  15      -   0.99992956  x   1.00016643  =   1.00009598
 QN0011
 QN0011:                Primary Azimuth Mark                     Grid Az
 QN0011:SPC WI N     -  BRIGGS                                   067 39 58.9
 QN0011:UTM  15      -  BRIGGS                                   065 31 21.5
 QN0011
 QN0011|---------------------------------------------------------------------|
 QN0011| PID    Reference Object                     Distance      Geod. Az  |
 QN0011|                                                           dddmmss.s |
 QN0011| QN0012 BRIGGS                              APPROX. 5.0 KM 0672907.0 |
 QN0011| CJ4983 FREEMAN RM                           23.370 METERS 35402     |
 QN0011|---------------------------------------------------------------------|
 QN0011
 QN0011                          SUPERSEDED SURVEY CONTROL
 QN0011
 QN0011  NAD 83(1986)-  45 32 06.13082(N)    090 15 03.66279(W) AD(       ) 1
 QN0011  NAD 27      -  45 32 06.25600(N)    090 15 03.12200(W) AD(       ) 1
 QN0011  NGVD 29 (??/??/92)  479.927  (m)         1574.56   (f) ADJ UNCH    1 2
 QN0011
 QN0011.Superseded values are not recommended for survey control.
 QN0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0011.See file dsdata.txt to determine how the superseded data were derived.
 QN0011
 QN0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL1463446065(NAD 83)
 QN0011_MARKER: DS = TRIANGULATION STATION DISK
 QN0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0011_STAMPING: FREEMAN 1921
 QN0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0011+STABILITY: SURFACE MOTION
 QN0011
 QN0011  HISTORY     - Date     Condition        Report By
 QN0011  HISTORY     - 1921     MONUMENTED       CGS
 QN0011  HISTORY     - 1921     GOOD             CGS
 QN0011  HISTORY     - 1934     GOOD             NGS
 QN0011  HISTORY     - 1952     GOOD             CGS
 QN0011  HISTORY     - 1985     MARK NOT FOUND   NGS
 QN0011
 QN0011                          STATION DESCRIPTION
 QN0011
 QN0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0011'STATION IS ABOUT 1-3/4 MILES E OF PRENTICE ON THE EXTENSION
 QN0011'OF THE S RAIL FROM THE E AND OF THE N RAIL FROM THE W, AT THE
 QN0011'SECOND CURVE E OF PRENTICE, AND 29.41 METERS (96.51 FEET)
 QN0011'S OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY.
 QN0011'
 QN0011'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 QN0011'DISKS SET IN CONCRETE.
 QN0011
 QN0011                          STATION RECOVERY (1921)
 QN0011
 QN0011'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921
 QN0011'1.7 MI E FROM PRENTICE.
 QN0011'1.7 MILES EAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QN0011'MARIE RAILROAD FROM PRENTICE, PRICE COUNTY, AT THE SECOND CURVE
 QN0011'EAST OF THE STATION, AT THE INTERSECTION OF THE LINES DEFINED
 QN0011'BY THE SOUTH RAIL OF THE EAST TANGENT AND THE NORTH RAIL OF THE
 QN0011'WEST TANGENT, AND 96.5 FEET SOUTH OF THE TRACK.  A STANDARD
 QN0011'TRIANGULATION-STATION DISK, STAMPED FREEMAN 1921 AND SET IN
 QN0011'THE TOP OF A CONCRETE POST.
 QN0011
 QN0011                          STATION RECOVERY (1934)
 QN0011
 QN0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QN0011'RECOVERED IN GOOD CONDITION.
 QN0011
 QN0011                          STATION RECOVERY (1952)
 QN0011
 QN0011'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QN0011'STATION MARK RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND TO
 QN0011'BE IN GOOD CONDITION.  THE REFERENCE MARK WAS NOT SEARCHED FOR.
 QN0011
 QN0011                          STATION RECOVERY (1985)
 QN0011
 QN0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QN0011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5353 ***********************************************************************
 DH5353  DESIGNATION -  FREEMAN E GPS
 DH5353  PID         -  DH5353
 DH5353  STATE/COUNTY-  WI/CRAWFORD
 DH5353  USGS QUAD   -  MT STERLING (1983)
 DH5353
 DH5353                         *CURRENT SURVEY CONTROL
 DH5353  ___________________________________________________________________
 DH5353* NAD 83(1997)-  43 20 32.40217(N)    090 58 51.63543(W)     ADJUSTED  
 DH5353* NAVD 88     -                                                        
 DH5353  ___________________________________________________________________
 DH5353  X           -     -79,546.870 (meters)                     COMP
 DH5353  Y           -  -4,645,472.809 (meters)                     COMP
 DH5353  Z           -   4,355,447.659 (meters)                     COMP
 DH5353  LAPLACE CORR-          -7.28  (seconds)                    DEFLEC99
 DH5353  ELLIP HEIGHT-         304.13  (meters)          (08/01/05) GPS OBS
 DH5353  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 DH5353
 DH5353  HORZ ORDER  -  FIRST
 DH5353  ELLP ORDER  -  SECOND    CLASS I
 DH5353
 DH5353.The horizontal coordinates were established by GPS observations
 DH5353.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5353
 DH5353
 DH5353.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5353
 DH5353.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5353
 DH5353.The ellipsoidal height was determined by GPS observations
 DH5353.and is referenced to NAD 83.
 DH5353
 DH5353.The geoid height was determined by GEOID03.
 DH5353
 DH5353;                    North         East     Units Scale Factor Converg.
 DH5353;SPC WI S     -   149,588.151   520,460.189   MT  0.99993307   -0 40 26.6
 DH5353;SPC WI S     -   490,773.79  1,707,543.14   sFT  0.99993307   -0 40 26.6
 DH5353;UTM  15      - 4,800,810.969   663,650.025   MT  0.99992945   +1 23 09.8
 DH5353
 DH5353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5353!SPC WI S     -   0.99995231  x   0.99993307  =   0.99988538
 DH5353!UTM  15      -   0.99995231  x   0.99992945  =   0.99988176
 DH5353
 DH5353                          SUPERSEDED SURVEY CONTROL
 DH5353
 DH5353.No superseded survey control is available for this station.
 DH5353
 DH5353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ6365000811(NAD 83)
 DH5353_MARKER: DD = SURVEY DISK
 DH5353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5353_STAMPING: FREEMAN E GPS 2004
 DH5353_MARK LOGO: WIDT  
 DH5353_PROJECTION: FLUSH
 DH5353_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5353+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5353
 DH5353  HISTORY     - Date     Condition        Report By
 DH5353  HISTORY     - 2003     MONUMENTED       WIDT
 DH5353
 DH5353                          STATION DESCRIPTION
 DH5353
 DH5353'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5353'OWNERSHIP--TOWN OF FREEMAN.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5353'STATE HIGHWAY  27 (MAIN STREET) WITH STATE HIGHWAY 171 (2ND STREET) IN
 DH5353'THE VILLAGE OF MT STERLING, GO  WEST ON STATE HIGHWAY 171 FOR 2.1 MI
 DH5353'TO COPPER CREEK ROAD ON THE RIGHT, TURN RIGHT AND  GO NORTH ON COPPER
 DH5353'CREEK ROAD FOR 0.4 MI TO SIME RIDGE ROAD ON THE LEFT, TURN LEFT AND
 DH5353'GO NORTHWEST ON SIME RIDGE ROAD FOR 1.35 MI TO THE STATION ON THE
 DH5353'LEFT.  THE STATION IS A  BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH5353'GEODETIC SURVEY CONTROL STATION DISK  SET IN THE TOP OF A 41-CM
 DH5353'DIAMETER CONCRETE POST ABOUT 1 M ABOVE THE ROAD PAVEMENT.   THE
 DH5353'STATION IS 13.6 M SOUTH OF THE CENTERLINE OF SIME RIDGE ROAD, 18 M
 DH5353'EAST OF THE  CENTERLINE OF A FIELD ENTRANCE, 2.9 M NORTH OF TELEPHONE
 DH5353'PEDESTAL --1816--, 1.0 M  SOUTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS
 DH5353'POST, 1.0 M WEST OF AN ORANGE 4X4 PLASTIC  WITNESS POST, AND 1.0 M
 DH5353'NORTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS
 DH5353'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DH5353'ABOVE THE  HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5167 ***********************************************************************
 DH5167  DESIGNATION -  FREEMAN N GPS
 DH5167  PID         -  DH5167
 DH5167  STATE/COUNTY-  WI/CRAWFORD
 DH5167  USGS QUAD   -  RETREAT (1983)
 DH5167
 DH5167                         *CURRENT SURVEY CONTROL
 DH5167  ___________________________________________________________________
 DH5167* NAD 83(1997)-  43 25 23.76694(N)    091 06 07.05415(W)     ADJUSTED  
 DH5167* NAVD 88     -                                                        
 DH5167  ___________________________________________________________________
 DH5167  X           -     -89,234.542 (meters)                     COMP
 DH5167  Y           -  -4,639,129.002 (meters)                     COMP
 DH5167  Z           -   4,361,992.401 (meters)                     COMP
 DH5167  LAPLACE CORR-          -8.51  (seconds)                    DEFLEC99
 DH5167  ELLIP HEIGHT-         317.69  (meters)          (08/01/05) GPS OBS
 DH5167  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 DH5167
 DH5167  HORZ ORDER  -  FIRST
 DH5167  ELLP ORDER  -  SECOND    CLASS I
 DH5167
 DH5167.The horizontal coordinates were established by GPS observations
 DH5167.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5167
 DH5167
 DH5167.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5167
 DH5167.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5167
 DH5167.The ellipsoidal height was determined by GPS observations
 DH5167.and is referenced to NAD 83.
 DH5167
 DH5167.The geoid height was determined by GEOID03.
 DH5167
 DH5167;                    North         East     Units Scale Factor Converg.
 DH5167;SPC WI S     -   158,701.098   510,773.004   MT  0.99993262   -0 45 25.8
 DH5167;SPC WI S     -   520,671.85  1,675,761.10   sFT  0.99993262   -0 45 25.8
 DH5167;UTM  15      - 4,809,569.413   653,641.585   MT  0.99989037   +1 18 17.8
 DH5167
 DH5167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5167!SPC WI S     -   0.99995018  x   0.99993262  =   0.99988281
 DH5167!UTM  15      -   0.99995018  x   0.99989037  =   0.99984056
 DH5167
 DH5167                          SUPERSEDED SURVEY CONTROL
 DH5167
 DH5167.No superseded survey control is available for this station.
 DH5167
 DH5167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ5364209569(NAD 83)
 DH5167_MARKER: DD = SURVEY DISK
 DH5167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5167_STAMPING: FREEMAN N GPS 2004
 DH5167_MARK LOGO: WIDT  
 DH5167_PROJECTION: FLUSH
 DH5167_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5167+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5167
 DH5167  HISTORY     - Date     Condition        Report By
 DH5167  HISTORY     - 2003     MONUMENTED       WIDT
 DH5167
 DH5167                          STATION DESCRIPTION
 DH5167
 DH5167'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5167'OWNERSHIP--TOWN OF FREEMAN.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5167'STATE HIGHWAY  82 WITH THE WESTERN MOST JUNCTION OF COUNTY HIGHWAY N
 DH5167'ABOUT 11 MI SOUTHWEST OF THE  CITY OF VIROQUA, GO SOUTH ON COUNTY
 DH5167'HIGHWAY N FOR 1.25 MI TO DAVENPORT ROAD ON THE  RIGHT, TURN RIGHT AND
 DH5167'GO SOUTH ON DAVENPORT ROAD FOR 1.75 MI TO OLSON ROAD ON THE  LEFT,
 DH5167'CONTINUE WEST ON DAVENPORT ROAD FOR 0.6 MI TO THE STATION ON THE LEFT.
 DH5167'THE  STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH5167'GEODETIC SURVEY CONTROL  STATION DISK SET IN THE TOP OF A 41-CM ROUND
 DH5167'CONCRETE POST ABOUT LEVEL WITH THE ROAD  PAVEMENT.  THE STATION IS 7.7
 DH5167'M SOUTH OF THE CENTERLINE OF DAVENPORT ROAD, 35.7 M  SOUTHEAST OF
 DH5167'POWER POLE --1B16L7--, 24.1 M SOUTHWEST OF POWER POLE --1B16L6--, 9.5
 DH5167'M NORTH  OF A ELECTRIC WIRE FENCE AND 1.0 M EAST AND WEST OF TWO
 DH5167'ORANGE 4X4 PLASTIC WITNESS  POSTS.    ---NOTE---THIS STATION HAS NO
 DH5167'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15  DEGREES ABOVE THE
 DH5167'HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5048 ***********************************************************************
 DH5048  DESIGNATION -  FREEMAN W GPS
 DH5048  PID         -  DH5048
 DH5048  STATE/COUNTY-  WI/CRAWFORD
 DH5048  USGS QUAD   -  FERRYVILLE (1983)
 DH5048
 DH5048                         *CURRENT SURVEY CONTROL
 DH5048  ___________________________________________________________________
 DH5048* NAD 83(1997)-  43 20 22.80167(N)    091 04 47.84741(W)     ADJUSTED  
 DH5048* NAVD 88     -                                                        
 DH5048  ___________________________________________________________________
 DH5048  X           -     -87,571.182 (meters)                     COMP
 DH5048  Y           -  -4,645,427.627 (meters)                     COMP
 DH5048  Z           -   4,355,133.819 (meters)                     COMP
 DH5048  LAPLACE CORR-          -7.14  (seconds)                    DEFLEC99
 DH5048  ELLIP HEIGHT-         160.83  (meters)          (08/01/05) GPS OBS
 DH5048  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 DH5048
 DH5048  HORZ ORDER  -  FIRST
 DH5048  ELLP ORDER  -  SECOND    CLASS I
 DH5048
 DH5048.The horizontal coordinates were established by GPS observations
 DH5048.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5048
 DH5048
 DH5048.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5048
 DH5048.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5048
 DH5048.The ellipsoidal height was determined by GPS observations
 DH5048.and is referenced to NAD 83.
 DH5048
 DH5048.The geoid height was determined by GEOID03.
 DH5048
 DH5048;                    North         East     Units Scale Factor Converg.
 DH5048;SPC WI S     -   149,391.057   512,434.142   MT  0.99993312   -0 44 31.4
 DH5048;SPC WI S     -   490,127.16  1,681,211.01   sFT  0.99993312   -0 44 31.4
 DH5048;UTM  15      - 4,800,325.494   655,636.407   MT  0.99989797   +1 19 04.9
 DH5048
 DH5048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5048!SPC WI S     -   0.99997478  x   0.99993312  =   0.99990790
 DH5048!UTM  15      -   0.99997478  x   0.99989797  =   0.99987275
 DH5048
 DH5048                          SUPERSEDED SURVEY CONTROL
 DH5048
 DH5048.No superseded survey control is available for this station.
 DH5048
 DH5048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ5563600325(NAD 83)
 DH5048_MARKER: DD = SURVEY DISK
 DH5048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5048_STAMPING: FREEMAN W GPS 2004
 DH5048_MARK LOGO: WIDT  
 DH5048_PROJECTION: FLUSH
 DH5048_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5048+STABILITY: SURFACE MOTION
 DH5048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5048+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2005
 DH5048
 DH5048  HISTORY     - Date     Condition        Report By
 DH5048  HISTORY     - 2003     MONUMENTED       WIDT
 DH5048  HISTORY     - 20051227 GOOD             WIDT
 DH5048
 DH5048                          STATION DESCRIPTION
 DH5048
 DH5048'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5048'OWNERSHIP--TOWNSHIP OF FREEMAN.  TO REACH THE STATION FROM THE
 DH5048'JUNCTION OF STATE  HIGHWAY 35 WITH COUNTY HIGHWAY C IN THE VILLAGE OF
 DH5048'FERRYVILLE, GO SOUTH ON STATE  HIGHWAY 35 FOR 0.45 MI TO NORTH BUCK
 DH5048'CREEK ROAD ON THE LEFT, TURN LEFT ON NORTH BUCK  CREEK ROAD AND THE
 DH5048'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN  DEPARTMENT
 DH5048'OF  TRANSPORTATION GEODETIC SURVEY  CONTROL STATION DISK SET IN THE
 DH5048'TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT 1 M BELOW  THE ROAD
 DH5048'PAVEMENT.  THE STATION IS 8.5 M SOUTHEAST OF THE CENTERLINE OF NORTH
 DH5048'BUCK CREEK ROAD, 29.9 M NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY
 DH5048'35, 6 M SOUTHWEST  OF A FIELD ENTRANCE , 1.0 M EAST-NORTHEAST OF AN
 DH5048'ORANGE 4X4  PLASTIC WITNESS POST, 1.0 M SOUTH-SOUTHWEST OF AN ORANGE
 DH5048'4X4 PLASTIC WITNESS POST AND  1.0 M  NORTHWEST OF AN ORANGE 4X4
 DH5048'PLASTIC WITNESS POST.  ---NOTE--- THIS STATION HAS NO VISIBLE
 DH5048'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH5048
 DH5048                          STATION RECOVERY (2005)
 DH5048
 DH5048'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5048'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0741 ***********************************************************************
 OM0741  DESIGNATION -  FREISTADT TRINITY EVAN LUTH CH
 OM0741  PID         -  OM0741
 OM0741  STATE/COUNTY-  WI/OZAUKEE
 OM0741  USGS QUAD   -  MENOMONEE FALLS (1994)
 OM0741
 OM0741                         *CURRENT SURVEY CONTROL
 OM0741  ___________________________________________________________________
 OM0741* NAD 83(1991)-  43 14 06.40776(N)    088 02 37.13183(W)     ADJUSTED  
 OM0741* NAVD 88     -                                                        
 OM0741  ___________________________________________________________________
 OM0741  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 OM0741  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 OM0741
 OM0741  HORZ ORDER  -  THIRD
 OM0741
 OM0741.The horizontal coordinates were established by classical geodetic methods
 OM0741.and adjusted by the National Geodetic Survey in November 1991..
 OM0741
 OM0741
 OM0741.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0741
 OM0741.The geoid height was determined by GEOID03.
 OM0741
 OM0741;                    North         East     Units Scale Factor Converg.
 OM0741;SPC WI S     -   139,072.940   758,888.643   MT  0.99993673   +1 20 39.2
 OM0741;SPC WI S     -   456,275.14  2,489,787.16   sFT  0.99993673   +1 20 39.2
 OM0741;UTM  16      - 4,787,452.961   415,258.759   MT  0.99968834   -0 42 53.8
 OM0741
 OM0741                          SUPERSEDED SURVEY CONTROL
 OM0741
 OM0741  NAD 83(1986)-  43 14 06.39745(N)    088 02 37.14085(W) AD(       ) 4
 OM0741  NAD 27      -  43 14 06.37500(N)    088 02 36.81300(W) AD(       ) 3
 OM0741
 OM0741.Superseded values are not recommended for survey control.
 OM0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0741.See file dsdata.txt to determine how the superseded data were derived.
 OM0741
 OM0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1525987453(NAD 83)
 OM0741
 OM0741  HISTORY     - Date     Condition        Report By
 OM0741  HISTORY     - 1953     MONUMENTED       CGS
 OM0741  HISTORY     - 20021103 GOOD             USPSQD
 OM0741
 OM0741                          STATION DESCRIPTION
 OM0741
 OM0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0741'STATION IS A CROSS AT THE TOP OF THE SPIRE OF THE TRINITY EV.
 OM0741'LUTHERAN CHURCH, LOCATED 0.05 MILE SOUTH OF THE INTERSECTION
 OM0741'OF COUNTY HIGHWAYS M AND F IN FREISTADT.  THE SPIRE IS A
 OM0741'WOODEN STRUCTURE COVERED WITH GREY SHINGLES, RISING ABOUT 50
 OM0741'FEET ABOVE A STONE TOWER AT THE EAST END OF THE CHURCH BUILDING.
 OM0741
 OM0741                          STATION RECOVERY (2002)
 OM0741
 OM0741'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0741'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7700 ***********************************************************************
 DE7700  DESIGNATION -  FREMONT GPS
 DE7700  PID         -  DE7700
 DE7700  STATE/COUNTY-  WI/WAUPACA
 DE7700  USGS QUAD   -  WEYAUWEGA (1982)
 DE7700
 DE7700                         *CURRENT SURVEY CONTROL
 DE7700  ___________________________________________________________________
 DE7700* NAD 83(1997)-  44 15 25.16364(N)    088 55 34.06331(W)     ADJUSTED  
 DE7700* NAVD 88     -       247.436  (meters)     811.80   (feet)  ADJUSTED  
 DE7700  ___________________________________________________________________
 DE7700  X           -      85,756.296 (meters)                     COMP
 DE7700  Y           -  -4,574,941.573 (meters)                     COMP
 DE7700  Z           -   4,428,735.316 (meters)                     COMP
 DE7700  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 DE7700  ELLIP HEIGHT-         210.99  (meters)          (06/11/03) GPS OBS
 DE7700  GEOID HEIGHT-         -36.45  (meters)                     GEOID03
 DE7700  DYNAMIC HT  -         247.391 (meters)     811.65  (feet)  COMP
 DE7700  MODELED GRAV-     980,432.0   (mgal)                       NAVD 88
 DE7700
 DE7700  HORZ ORDER  -  FIRST
 DE7700  VERT ORDER  -  SECOND    CLASS I
 DE7700  ELLP ORDER  -  THIRD     CLASS I
 DE7700
 DE7700.The horizontal coordinates were established by GPS observations
 DE7700.and adjusted by the National Geodetic Survey in June 2003..
 DE7700
 DE7700.The orthometric height was determined by differential leveling
 DE7700.and adjusted by the National Geodetic Survey in May 2003..
 DE7700
 DE7700.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7700
 DE7700.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7700
 DE7700.The ellipsoidal height was determined by GPS observations
 DE7700.and is referenced to NAD 83.
 DE7700
 DE7700.The geoid height was determined by GEOID03.
 DE7700
 DE7700.The dynamic height is computed by dividing the NAVD 88
 DE7700.geopotential number by the normal gravity value computed on the
 DE7700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7700.degrees latitude (g = 980.6199 gals.).
 DE7700
 DE7700.The modeled gravity was interpolated from observed gravity values.
 DE7700
 DE7700;                    North         East     Units Scale Factor Converg.
 DE7700;SPC WI C     -    47,643.070   685,755.872   MT  0.99999869   +0 45 27.7
 DE7700;SPC WI C     -   156,308.97  2,249,850.72   sFT  0.99999869   +0 45 27.7
 DE7700;UTM  16      - 4,902,220.777   346,241.666   MT  0.99989076   -1 20 40.1
 DE7700
 DE7700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7700!SPC WI C     -   0.99996692  x   0.99999869  =   0.99996561
 DE7700!UTM  16      -   0.99996692  x   0.99989076  =   0.99985768
 DE7700
 DE7700                          SUPERSEDED SURVEY CONTROL
 DE7700
 DE7700  NAVD 88 (06/11/03)  247.44   (m)          811.8    (f) LEVELING    3  
 DE7700
 DE7700.Superseded values are not recommended for survey control.
 DE7700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7700.See file dsdata.txt to determine how the superseded data were derived.
 DE7700
 DE7700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ4624202221(NAD 83)
 DE7700_MARKER: DD = SURVEY DISK
 DE7700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7700_STAMPING: FREMONT GPS 1994
 DE7700_MARK LOGO: WIDT  
 DE7700_PROJECTION: FLUSH
 DE7700_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7700_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7700+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2006
 DE7700
 DE7700  HISTORY     - Date     Condition        Report By
 DE7700  HISTORY     - 1994     MONUMENTED       WI-135
 DE7700  HISTORY     - 2001     GOOD             WIDT
 DE7700  HISTORY     - 20030702 GOOD             USPSQD
 DE7700  HISTORY     - 2004     GOOD             WIDT
 DE7700  HISTORY     - 20050622 GOOD             WIDT
 DE7700  HISTORY     - 20060812 GOOD             USPSQD
 DE7700
 DE7700                          STATION DESCRIPTION
 DE7700
 DE7700'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7700'THE STATION IS LOCATED ABOUT 41 KM WEST OF APPLETON, 16 KM SOUTHEAST
 DE7700'OF WAUPACA AND 5 KM WEST OF FREMONT.  OWNERSHIP--WISCONSIN DEPARTMENT
 DE7700'OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF US
 DE7700'HIGHWAY 10 WITH OLD STATE HIGHWAY 49 ABOUT 5 KM WEST OF THE VILLAGE
 DE7700'OF FREMONT, GO SOUTH ON STATE HIGHWAY 49 FOR 1.4 KM TO DESERT ROAD,
 DE7700'TURN RIGHT AND GO WEST ON DESERT ROAD FOR 0.2 KM TO THE STATION ON
 DE7700'THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7700'TRANSPORTATION GPS GEODETIC SURVEY MARKER DISK SET IN THE TOP OF A
 DE7700'41-CM  DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8 M AND ABOUT 0.5 M
 DE7700'ABOVE THE ROAD PAVEMENT.  THE STATION IS 16.7 M SOUTH OF THE EXTENDED
 DE7700'CENTERLINE OF DESERT ROAD, 33.9 M SOUTHWEST OF POWER POLE
 DE7700'--87-2029745-5 WEPCO--, 30.1 M WEST OF POWER POLE --87-22575 40-5
 DE7700'WEPCO, AND 0.5 M WEST OF AN ORANGE FIBERGLASS WITNESS POST.
 DE7700'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7700'THAN 15 DEGREES ABOVE THE HORIZON.
 DE7700
 DE7700                          STATION RECOVERY (2003)
 DE7700
 DE7700'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7700'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 36 FEET EAST OF THE
 DE7700'CENTERLINE OF A FIELD ENTRANCE OR OLD HIGHWAY 49 EXTENDED, AND IN THE
 DE7700'CENTER OF A TRIANGLE FORMED BY THREE ORANGE PLASTIC GUARD POSTS.
 DE7700
 DE7700                          STATION RECOVERY (2004)
 DE7700
 DE7700'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 DE7700'RECOVERED AS DESCRIBED. ---NOTE--- THE STATION IS 1.0 M NORTHWEST,
 DE7700'SOUTHEAST, SOUTHWEST OF THREE ORANGE 4X4  PLASTIC WITNESS POSTS.
 DE7700
 DE7700                          STATION RECOVERY (2005)
 DE7700
 DE7700'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7700'RECOVERED IN GOOD CONDITION.  ADD-- THE MONUMENT IS 11 CM BELOW GROUND
 DE7700'LEVEL.
 DE7700
 DE7700                          STATION RECOVERY (2006)
 DE7700
 DE7700'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7700'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7738 ***********************************************************************
 DE7738  DESIGNATION -  FREMONT GPS AZ MK
 DE7738  PID         -  DE7738
 DE7738  STATE/COUNTY-  WI/WAUPACA
 DE7738  USGS QUAD   -  WEYAUWEGA (1982)
 DE7738
 DE7738                         *CURRENT SURVEY CONTROL
 DE7738  ___________________________________________________________________
 DE7738* NAD 83(1986)-  44 15 43.     (N)    088 55 38.     (W)     SCALED    
 DE7738* NAVD 88     -       232.902  (meters)     764.11   (feet)  ADJUSTED  
 DE7738  ___________________________________________________________________
 DE7738  GEOID HEIGHT-         -36.44  (meters)                     GEOID03
 DE7738  DYNAMIC HT  -         232.860 (meters)     763.97  (feet)  COMP
 DE7738  MODELED GRAV-     980,432.6   (mgal)                       NAVD 88
 DE7738
 DE7738  VERT ORDER  -  SECOND    CLASS I
 DE7738
 DE7738.The horizontal coordinates were scaled from a topographic map and have
 DE7738.an estimated accuracy of +/- 6 seconds.
 DE7738
 DE7738.The orthometric height was determined by differential leveling
 DE7738.and adjusted by the National Geodetic Survey in May 2003..
 DE7738
 DE7738.The geoid height was determined by GEOID03.
 DE7738
 DE7738.The dynamic height is computed by dividing the NAVD 88
 DE7738.geopotential number by the normal gravity value computed on the
 DE7738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7738.degrees latitude (g = 980.6199 gals.).
 DE7738
 DE7738.The modeled gravity was interpolated from observed gravity values.
 DE7738
 DE7738;                    North         East    Units  Estimated Accuracy
 DE7738;SPC WI C     -    48,190.      685,660.      MT  (+/- 180 meters Scaled)
 DE7738
 DE7738                          SUPERSEDED SURVEY CONTROL
 DE7738
 DE7738.No superseded survey control is available for this station.
 DE7738
 DE7738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ461027(NAD 83)
 DE7738_MARKER: DZ = AZIMUTH MARK DISK
 DE7738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7738_STAMPING: FREMONT GPS 1994
 DE7738_MARK LOGO: WIDT  
 DE7738_PROJECTION: RECESSED 10 CENTIMETERS
 DE7738_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7738_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7738+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2006
 DE7738
 DE7738  HISTORY     - Date     Condition        Report By
 DE7738  HISTORY     - 1994     MONUMENTED       WI-135
 DE7738  HISTORY     - 2001     GOOD             WIDT
 DE7738  HISTORY     - 20030702 GOOD             USPSQD
 DE7738  HISTORY     - 20050622 GOOD             WIDT
 DE7738  HISTORY     - 20060812 GOOD             USPSQD
 DE7738
 DE7738                          STATION DESCRIPTION
 DE7738
 DE7738'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7738'THE STATION IS LOCATED ABOUT 43 KM WEST OF APPLETON, 16 KM SOUTHEAST
 DE7738'OF WAUPACA AND 6 KM WEST OF FREMONT. OWNERSHIP--WISCONSIN DEPARTMENT
 DE7738'OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF US
 DE7738'HIGHWAY 10 WITH OLD STATE HIGHWAY 49 ABOUT 5 KM WEST OF THE VILLAGE
 DE7738'OF FREMONT, GO SOUTH ON OLD STATE HIGHWAY 49 FOR 0.7 KM TO SUNSET
 DE7738'COURT AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DE7738'WISCONSIN DEPARTMENT OF TRANSPORTATION GPS GEODETIC CONTROL AZIMUTH
 DE7738'MARK DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A
 DE7738'DEPTH OF 1.8 M AND ABOUT 1 M BELOW THE HIGHWAY PAVEMENT. THE STATION
 DE7738'IS 12.1 M WEST OF THE CENTERLINE OF OLD STATE HIGHWAY 49, 10.6 M
 DE7738'SOUTH OF THE CENTERLINE OF SUNSET COURT, 4.0 M EAST OF A FENCE POST,
 DE7738'3.8 M SOUTH OF THE TOP CENTER OF THE SOUTH END OF A 0.5 M CORRUGATED
 DE7738'METAL CULVERT PIPE, 3.6 M EAST OF A METAL POST FOR --SUNSET COURT --
 DE7738'SIGN, AND 0.1 M EAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 DE7738'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES
 DE7738'ABOVE THE HORIZON.
 DE7738
 DE7738                          STATION RECOVERY (2003)
 DE7738
 DE7738'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7738'RECOVERED IN GOOD CONDITION.  NOTE-- THE WITNESS POST IS MADE OF
 DE7738'ORANGE FIBERGLASS, NOT WHITE PLASTIC.
 DE7738
 DE7738                          STATION RECOVERY (2005)
 DE7738
 DE7738'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7738'RECOVERED IN GOOD CONDITION.  ADD-- THE MONUMENT IS 12 CM BELOW GROUND
 DE7738'LEVEL AND THE STATION IS 1.0 M WEST OF AN ORANGE CARSONITE WITNESS
 DE7738'POST, AND 1.0 M NORTH AND 1.0 M SOUTH OF THREE WHITE PLASTIC WITNESS
 DE7738'POSTS.    NOTE-- TREES TO THE WEST EXTEND HIGHER THAN 15 DEGREES ABOVE
 DE7738'THE HORIZON.
 DE7738
 DE7738                          STATION RECOVERY (2006)
 DE7738
 DE7738'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7738'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1013 ***********************************************************************
 OM1013  DESIGNATION -  FRENCH
 OM1013  PID         -  OM1013
 OM1013  STATE/COUNTY-  WI/COLUMBIA
 OM1013  USGS QUAD   -  ENDEAVOR (1984)
 OM1013
 OM1013                         *CURRENT SURVEY CONTROL
 OM1013  ___________________________________________________________________
 OM1013* NAD 83(1991)-  43 38 05.12881(N)    089 23 06.02716(W)     ADJUSTED  
 OM1013* NAVD 88     -       267.76   (+/-2cm)     878.5    (feet)  VERTCON   
 OM1013  ___________________________________________________________________
 OM1013  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 OM1013  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 OM1013
 OM1013  HORZ ORDER  -  THIRD
 OM1013  VERT ORDER  -  THIRD ? (See Below)
 OM1013
 OM1013.The horizontal coordinates were established by classical geodetic methods
 OM1013.and adjusted by the National Geodetic Survey in November 1991..
 OM1013
 OM1013.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM1013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM1013.The vertical order pertains to the NGVD 29 superseded value.
 OM1013
 OM1013.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1013
 OM1013.The geoid height was determined by GEOID03.
 OM1013
 OM1013;                    North         East     Units Scale Factor Converg.
 OM1013;SPC WI S     -   181,790.123   649,624.402   MT  0.99994083   +0 25 21.2
 OM1013;SPC WI S     -   596,423.10  2,131,309.39   sFT  0.99994083   +0 25 21.2
 OM1013;UTM  16      - 4,834,071.465   307,612.298   MT  1.00005529   -1 38 46.7
 OM1013
 OM1013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1013!SPC WI S     -   0.99996362  x   0.99994083  =   0.99990445
 OM1013!UTM  16      -   0.99996362  x   1.00005529  =   1.00001890
 OM1013
 OM1013|---------------------------------------------------------------------|
 OM1013| PID    Reference Object                     Distance      Geod. Az  |
 OM1013|                                                           dddmmss.s |
 OM1013| CI9597 FRENCH RM 1                          22.025 METERS 08811     |
 OM1013| OM0997 PARDEEVILLE MUNICIPAL TANK          APPROX.13.0 KM 1464650.1 |
 OM1013| CI9596 FRENCH AZ MK                                       2175752.8 |
 OM1013| CI9598 FRENCH RM 2                           9.574 METERS 35408     |
 OM1013|---------------------------------------------------------------------|
 OM1013
 OM1013                          SUPERSEDED SURVEY CONTROL
 OM1013
 OM1013  NAD 83(1986)-  43 38 05.12223(N)    089 23 06.03434(W) AD(       ) 3
 OM1013  NAD 27      -  43 38 05.19330(N)    089 23 05.60580(W) AD(       ) 3
 OM1013  NGVD 29 (07/19/86)  267.79   (m)          878.6    (f) LEVELING    3  
 OM1013
 OM1013.Superseded values are not recommended for survey control.
 OM1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1013.See file dsdata.txt to determine how the superseded data were derived.
 OM1013
 OM1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP0761234071(NAD 83)
 OM1013_MARKER: DS = TRIANGULATION STATION DISK
 OM1013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1013
 OM1013  HISTORY     - Date     Condition        Report By
 OM1013  HISTORY     - 1958     MONUMENTED       CGS
 OM1013
 OM1013                          STATION DESCRIPTION
 OM1013
 OM1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1013'THE STATION IS ABOUT 7-1/2 MILES NORTHEAST OF PORTAGE, ABOUT
 OM1013'8 MILES NORTHEAST OF PARDEEVILLE AND ABOUT 7-1/2 MILES SOUTHEAST
 OM1013'OF ENDEAVOR.  IT IS IN THE EAST 1/2 SEC. 2, T 13 N, R 9 E.  IT IS
 OM1013'3 FEET EAST OF A FENCE, 51 FEET NORTHEAST OF A WHITE WITNESS
 OM1013'POST AND 37 FEET WEST OF THE CENTERLINE OF A GRAVEL ROAD.  THE
 OM1013'MONUMENT IS FLUSH AND THE DISK IS STAMPED FRENCH 1958.
 OM1013'
 OM1013'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 OM1013'51 AND STATE HIGHWAYS 33 AND 78 (CORNER OF COOK STREET AND DE WITT
 OM1013'STREET) IN PORTAGE, GO EAST ON STATE HIGHWAY 33 FOR 0.6 MILE
 OM1013'TO A Y FORK, JUST BEFORE REACHING AN OVERPASS.  TURN LEFT AND
 OM1013'GO EASTERLY FOR 1.05 MILES TO JUNCTION WITH COUNTY ROAD F, EE AND
 OM1013'STATE HIGHWAY 33, AT THIS POINT COUNTY ROAD EE AND STATE HIGHWAY
 OM1013'33 FORMS A FORK AND COUNTY ROAD F LEADS OFF THIS FORK TO THE
 OM1013'NORTH, GO NORTH ON COUNTY ROAD F FOR 4.25 MILES TO A
 OM1013'CROSSROADS AND A SCHOOL HOUSE IN THE SOUTHEAST ANGLE.
 OM1013'CONTINUE AHEAD NORTHERLY FOR 1.55 MILES TO JUNCTION WITH
 OM1013'COUNTY ROADS F AND CM.  TURN RIGHT AND GO EAST ON COUNTY ROAD CM
 OM1013'FOR 1.8 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 OM1013'AHEAD EAST FOR 0.1 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 OM1013'NORTH ON GRAVELED ROAD FOR 0.15 MILE TO THE STATION ON THE
 OM1013'LEFT.
 OM1013'
 OM1013'REFERENCE MARK 1 IS 36 FEET EAST OF THE CENTERLINE OF A GRAVELED
 OM1013'ROAD AND ALONG THE WEST EDGE OF A CULTIVATED FIELD.  THE MONUMENT
 OM1013'IS FLUSH AND THE DISK IS STAMPED FRENCH NO 1 1958.
 OM1013'
 OM1013'REFERENCE MARK 2 IS 1 FOOT EAST OF A FENCE, 39 FEET WEST OF THE
 OM1013'CENTERLINE OF A GRAVELED ROAD AND 35 FEET NORTH OF A WHITE
 OM1013'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 OM1013'FRENCH NO 2 1958.
 OM1013'
 OM1013'THE AZIMUTH MARK IS 24 FEET SOUTH OF THE CENTERLINE OF COUNTY
 OM1013'ROAD CM, 1 FOOT NORTH OF A FENCE, 4 FEET WEST OF A WHITE
 OM1013'WITNESS POST AND 43 FEET EAST OF A GRAVELED DRIVEWAY.  THE
 OM1013'MONUMENT IS FLUSH AND THE DISK IS STAMPED FRENCH 1958.
 OM1013'
 OM1013'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AH8946 ***********************************************************************
 AH8946  DESIGNATION -  FRIDAYS CORNER
 AH8946  PID         -  AH8946
 AH8946  STATE/COUNTY-  WI/BARRON
 AH8946  USGS QUAD   -  ARLAND (1978)
 AH8946
 AH8946                         *CURRENT SURVEY CONTROL
 AH8946  ___________________________________________________________________
 AH8946* NAD 83(1997)-  45 19 00.33192(N)    092 02 01.18328(W)     ADJUSTED  
 AH8946* NAVD 88     -       377.9    (meters)    1240.     (feet)  GPS OBS   
 AH8946  ___________________________________________________________________
 AH8946  X           -    -159,437.042 (meters)                     COMP
 AH8946  Y           -  -4,490,044.549 (meters)                     COMP
 AH8946  Z           -   4,512,418.875 (meters)                     COMP
 AH8946  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 AH8946  ELLIP HEIGHT-         347.61  (meters)          (06/17/02) GPS OBS
 AH8946  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 AH8946
 AH8946  HORZ ORDER  -  FIRST
 AH8946  ELLP ORDER  -  SECOND    CLASS I
 AH8946
 AH8946.The horizontal coordinates were established by GPS observations
 AH8946.and adjusted by the National Geodetic Survey in June 2002..
 AH8946
 AH8946.The orthometric height was determined by GPS observations and a
 AH8946.high-resolution geoid model.
 AH8946
 AH8946.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8946
 AH8946.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8946
 AH8946.The ellipsoidal height was determined by GPS observations
 AH8946.and is referenced to NAD 83.
 AH8946
 AH8946.The geoid height was determined by GEOID03.
 AH8946
 AH8946;                    North         East     Units Scale Factor Converg.
 AH8946;SPC WI C     -   166,837.057   440,559.563   MT  0.99997025   -1 26 05.7
 AH8946;SPC WI C     -   547,364.58  1,445,402.50   sFT  0.99997025   -1 26 05.7
 AH8946;UTM  15      - 5,018,593.429   575,741.363   MT  0.99967053   +0 41 13.6
 AH8946
 AH8946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8946!SPC WI C     -   0.99994550  x   0.99997025  =   0.99991576
 AH8946!UTM  15      -   0.99994550  x   0.99967053  =   0.99961605
 AH8946
 AH8946                          SUPERSEDED SURVEY CONTROL
 AH8946
 AH8946  NAD 83(1991)-  45 19 00.33138(N)    092 02 01.18220(W) AD(       ) 1
 AH8946  ELLIP H (05/04/99)  347.62   (m)                       GP(       ) 2 1
 AH8946
 AH8946.Superseded values are not recommended for survey control.
 AH8946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8946.See file dsdata.txt to determine how the superseded data were derived.
 AH8946
 AH8946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7574118593(NAD 83)
 AH8946_MARKER: I = METAL ROD
 AH8946_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 AH8946_STAMPING: FRIDAYS CORNER 1998
 AH8946_MARK LOGO: WI-005
 AH8946_PROJECTION: FLUSH
 AH8946_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AH8946_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH8946+STABILITY: POSITION/ELEVATION WELL
 AH8946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8946+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2005
 AH8946_ROD/PIPE-DEPTH: 10.1 meters
 AH8946_SLEEVE-DEPTH  :  0.9 meters
 AH8946
 AH8946  HISTORY     - Date     Condition        Report By
 AH8946  HISTORY     - 1998     MONUMENTED       WI-005
 AH8946  HISTORY     - 20050926 GOOD             WIDT
 AH8946
 AH8946                          STATION DESCRIPTION
 AH8946
 AH8946'DESCRIBED BY BARRON COUNTY WISCONSIN 1998 (MFN)
 AH8946'STATION IS LOCATED 6.5 MI (10.5 KM) SOUTH OF THE VILLAGE OF ALMENA,
 AH8946'7.8 MI (12.6 KM) SE OF THE VILLAGE OF TURTLE LAKE IN THE SE 1/4 OF THE
 AH8946'NE 1/4 OF SEC 25, T33N, R14W, 4TH PRINCIPAL MERIDIAN, TOWN OF TURTLE
 AH8946'LAKE, BARRON COUNTY.  TO REACH THE STATION FROM THE VILLAGE OF ALMENA
 AH8946'FROM THE INTERSECTION OF USH 8 AND CTH P, GO SOUTH ON CTH P 6.5 MI
 AH8946'(10.5 KM) TO THE STATION ON THE RIGHT.  LOCATED 54 FT (16.5 M) WEST OF
 AH8946'THE CENTERLINE OF CTH P, 32 FT (9.8 M) NORTH OF CENTERLINE OF 7 1/2
 AH8946'AVE, 1 FT (0.3 M) EAST OF WITNESS POST.  DESCRIBED BY BARRON COUNTY
 AH8946'(CDF) .
 AH8946
 AH8946                          STATION RECOVERY (2005)
 AH8946
 AH8946'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AH8946'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 8.9 M
 AH8946'EAST-NORTHEAST OF A --DEAD END-- SIGN POST, 2.6 M WEST-NORTHWEST OF A
 AH8946'FIRE NUMBER --BARRON 571-- SIGN POST, AND 1.0 M NORTH, 1.0 M
 AH8946'SOUTHWEST, AND 1.0 M SOUTHEAST OF A THREE 4X4 ORANGE PLASTIC GUARD
 AH8946'POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1243 ***********************************************************************
 OM1243  DESIGNATION -  FRIENDSHIP MOUND LOT
 OM1243  PID         -  OM1243
 OM1243  STATE/COUNTY-  WI/ADAMS
 OM1243  USGS QUAD   -  ADAMS (1983)
 OM1243
 OM1243                         *CURRENT SURVEY CONTROL
 OM1243  ___________________________________________________________________
 OM1243* NAD 83(1991)-  43 59 14.33954(N)    089 49 05.28343(W)     ADJUSTED  
 OM1243* NAVD 88     -                                                        
 OM1243  ___________________________________________________________________
 OM1243  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 OM1243  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 OM1243
 OM1243  HORZ ORDER  -  THIRD
 OM1243
 OM1243.The horizontal coordinates were established by classical geodetic methods
 OM1243.and adjusted by the National Geodetic Survey in November 1991..
 OM1243
 OM1243
 OM1243.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1243
 OM1243.The geoid height was determined by GEOID03.
 OM1243
 OM1243;                    North         East     Units Scale Factor Converg.
 OM1243;SPC WI S     -   220,793.729   614,589.631   MT  0.99998485   +0 07 29.9
 OM1243;SPC WI S     -   724,387.43  2,016,366.15   sFT  0.99998485   +0 07 29.9
 OM1243;UTM  16      - 4,874,325.608   274,007.111   MT  1.00022820   -1 57 28.9
 OM1243
 OM1243                          SUPERSEDED SURVEY CONTROL
 OM1243
 OM1243  NAD 83(1986)-  43 59 14.33685(N)    089 49 05.29104(W) AD(       ) 4
 OM1243
 OM1243.Superseded values are not recommended for survey control.
 OM1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1243.See file dsdata.txt to determine how the superseded data were derived.
 OM1243
 OM1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7400774326(NAD 83)
 OM1243_MARKER: 57 = LOOKOUT TOWER
 OM1243_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM1243
 OM1243  HISTORY     - Date     Condition        Report By
 OM1243  HISTORY     - 1983     FIRST OBSERVED   WIDT
 OM1243
 OM1243                          STATION DESCRIPTION
 OM1243
 OM1243'DESCRIBED BY WI DEPT OF TRANSP 1983 (LTK)
 OM1243'THE STATION, FRIENDSHIP MOUND LOOKOUT TOWER, IS THE APEX OF THE ROOF
 OM1243'AT THE TOP CENTER OF A SKELETON STEEL TOWER OWNED BY THE WISCONSIN
 OM1243'DEPARTMENT OF NATURAL RESOURCES.  THE WHITE TOWER WITH A BLACK ROOF
 OM1243'HAS FOUR TRUSS-WORK LEGS AND STANDS ABOUT 100 FEET HIGH.
 OM1243'
 OM1243'THE STATION IS LOCATED ON TOP OF THE NORTH END OF FRIENDSHIP MOUND
 OM1243'ABOUT 1 MILE NORTH OF THE CENTER OF FRIENDSHIP.
 OM1243'
 OM1243'TO REACH THE STATION FROM THE POST OFFICE IN FRIENDSHIP, GO NORTH ON
 OM1243'STH 13 FOR 0.3 MILE TO A PAVED ROAD LEFT, MOUND VIEW DRIVE.  TURN LEFT
 OM1243'AND GO WEST ON MOUND VIEW DRIVE FOR 0.3 MILE TO A PAVED SIDE ROAD
 OM1243'RIGHT, 13TH COURT, AND A SIGN-SKY LINE SKI AREA-.  TURN RIGHT AND GO
 OM1243'NORTH ON 13TH COURT FOR 0.2 MILE TO A SAND ROAD ON THE RIGHT JUST
 OM1243'BEFORE REACHING SOUTH DAKOTA AVENUE ON THE LEFT. CONTINUE NORTH ON THE
 OM1243'DIRT ROAD FOR 0.2 MILE TO THE SECOND CHAIR LIFT, NORTH ONE OF TWO, AND
 OM1243'THE END OF TRUCK TRAVEL.  PACK EAST UP THE SKI SLOPE TO THE EAST END
 OM1243'OF THE CHAIR LIFT.  THEN PACK NORTH NORTHWEST ALONG THE TOP OF THE
 OM1243'RIDGE FOR 0.3 MILE TO THE LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ4509 ***********************************************************************
 AJ4509  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ4509  DESIGNATION -  FRIENDSHIP S GPS
 AJ4509  PID         -  AJ4509
 AJ4509  STATE/COUNTY-  WI/FOND DU LAC
 AJ4509  USGS QUAD   -  FOND DU LAC (1992)
 AJ4509
 AJ4509                         *CURRENT SURVEY CONTROL
 AJ4509  ___________________________________________________________________
 AJ4509* NAD 83(1997)-  43 50 06.99704(N)    088 29 57.18724(W)     ADJUSTED  
 AJ4509* NAVD 88     -       240.00   (meters)     787.4    (feet)  GPS OBS   
 AJ4509  ___________________________________________________________________
 AJ4509  X           -     120,694.539 (meters)                     COMP
 AJ4509  Y           -  -4,606,737.823 (meters)                     COMP
 AJ4509  Z           -   4,395,049.022 (meters)                     COMP
 AJ4509  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 AJ4509  ELLIP HEIGHT-         204.12  (meters)          (07/20/01) GPS OBS
 AJ4509  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 AJ4509
 AJ4509  HORZ ORDER  -  FIRST
 AJ4509  ELLP ORDER  -  FOURTH    CLASS I
 AJ4509
 AJ4509.The horizontal coordinates were established by GPS observations
 AJ4509.and adjusted by the National Geodetic Survey in July 2001..
 AJ4509
 AJ4509.The orthometric height was determined by GPS observations and a
 AJ4509.high-resolution geoid model using precise GPS observation and
 AJ4509.processing techniques.
 AJ4509
 AJ4509.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4509
 AJ4509.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ4509
 AJ4509.The ellipsoidal height was determined by GPS observations
 AJ4509.and is referenced to NAD 83.
 AJ4509
 AJ4509.The geoid height was determined by GEOID03.
 AJ4509
 AJ4509;                    North         East     Units Scale Factor Converg.
 AJ4509;SPC WI S     -   204,971.218   720,693.286   MT  0.99996121   +1 01 52.3
 AJ4509;SPC WI S     -   672,476.40  2,364,474.56   sFT  0.99996121   +1 01 52.3
 AJ4509;UTM  16      - 4,854,669.968   379,468.844   MT  0.99977869   -1 02 18.5
 AJ4509
 AJ4509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4509!SPC WI S     -   0.99996799  x   0.99996121  =   0.99992920
 AJ4509!UTM  16      -   0.99996799  x   0.99977869  =   0.99974669
 AJ4509
 AJ4509                          SUPERSEDED SURVEY CONTROL
 AJ4509
 AJ4509.No superseded survey control is available for this station.
 AJ4509
 AJ4509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7946954670(NAD 83)
 AJ4509_MARKER: DD = SURVEY DISK
 AJ4509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ4509_STAMPING: FRIENDSHIP S GPS 1993
 AJ4509_MARK LOGO: WI-039
 AJ4509_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ4509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ4509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4509+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 AJ4509
 AJ4509  HISTORY     - Date     Condition        Report By
 AJ4509  HISTORY     - 1993     MONUMENTED       WI-039
 AJ4509  HISTORY     - 20000314 GOOD             WIDT
 AJ4509  HISTORY     - 20030722 GOOD             USPSQD
 AJ4509  HISTORY     - 20060112 GOOD             WIDT
 AJ4509
 AJ4509                          STATION DESCRIPTION
 AJ4509
 AJ4509'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 AJ4509'THE STATION IS LOCATED ABOUT 20.92 KM (13.00 MI) SOUTH OF OSHKOSH AND
 AJ4509'6.44 KM (4.00 MI) NORTHWEST OF FOND DU LAC.  OWNERSHIP--TOWN OF
 AJ4509'FRIENDSHIP.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41
 AJ4509'WITH COUNTY HIGHWAY N ABOUT 12.87 KM (8.00 MI) NORTHWEST OF THE CITY
 AJ4509'OF FOND DU LAC, GO EAST ON COUNTY HIGHWAY N FOR 5.47 KM (3.40 MI) TO
 AJ4509'STATE HIGHWAY 175 (VAN DYNE ROAD) , TURN RIGHT AND GO SOUTH ON STATE
 AJ4509'HIGHWAY 175 FOR 1.61 KM (1.00 MI) TO SUBWAY ROAD, TURN LEFT AND GO
 AJ4509'EAST ON SUBWAY ROAD FOR 0.32 KM (0.20 MI) TO THE STATION ON THE RIGHT.
 AJ4509'THE STATION IS A BRONZE FOND DU LAC COUNTY GEODETIC CONTROL MARKER
 AJ4509'DISK STAMPED --FRIENDSHIP S GPS 1993-- SET IN THE TOP OF A 45-CM
 AJ4509'(18-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 1 M
 AJ4509'(3.3 FT) BELOW THE ROAD PAVEMENT.  THE STATION IS 7.8 M (25.6 FT)
 AJ4509'SOUTH OF THE CENTERLINE OF SUBWAY ROAD, 121 M (397.0 FT) EAST OF THE
 AJ4509'EAST END OF A 65-CM (26-IN) THICK CONCRETE RETAINING WALL TO THE FIELD
 AJ4509'ENTRANCE 65-CM (26-IN) THICK, 33.3 M (109.3 FT) WEST OF A TELEPHONE
 AJ4509'PEDESTAL --5--, AND 0.8 M (2.6 FT) NORTH OF A WHITE PLASTIC WITNESS
 AJ4509'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING
 AJ4509'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AJ4509
 AJ4509                          STATION RECOVERY (2003)
 AJ4509
 AJ4509'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AJ4509'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1 M SOUTHEAST AND 1
 AJ4509'M SOUTHWEST OF TWO ORANGE 4X4 PLASTIC GUARD POSTS.
 AJ4509
 AJ4509                          STATION RECOVERY (2006)
 AJ4509
 AJ4509'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 AJ4509'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.3 M NORTH, 1.0 M
 AJ4509'SOUTHEAST, AND 1.0 M SOUTHWEST OF THREE ORANGE 4X4 PLASTIC GUARD
 AJ4509'POSTS, AND 0.8 M NORTH OF A WHITE PLASTIC WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0989 ***********************************************************************
 OM0989  DESIGNATION -  FRIES
 OM0989  PID         -  OM0989
 OM0989  STATE/COUNTY-  WI/COLUMBIA
 OM0989  USGS QUAD   -  RANDOLPH (1980)
 OM0989
 OM0989                         *CURRENT SURVEY CONTROL
 OM0989  ___________________________________________________________________
 OM0989* NAD 83(1991)-  43 36 39.08796(N)    089 01 29.76706(W)     ADJUSTED  
 OM0989* NAVD 88     -       311.     (meters)    1020.     (feet)  SCALED    
 OM0989  ___________________________________________________________________
 OM0989  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 OM0989  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 OM0989
 OM0989  HORZ ORDER  -  SECOND
 OM0989
 OM0989.The horizontal coordinates were established by classical geodetic methods
 OM0989.and adjusted by the National Geodetic Survey in November 1991..
 OM0989
 OM0989.The orthometric height was scaled from a topographic map.
 OM0989
 OM0989.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0989
 OM0989.The geoid height was determined by GEOID03.
 OM0989
 OM0989;                    North         East     Units Scale Factor Converg.
 OM0989;SPC WI S     -   179,412.041   678,708.986   MT  0.99993922   +0 40 11.9
 OM0989;SPC WI S     -   588,621.00  2,226,731.06   sFT  0.99993922   +0 40 11.9
 OM0989;UTM  16      - 4,830,645.273   336,593.584   MT  0.99992845   -1 23 49.3
 OM0989
 OM0989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0989!SPC WI S     -   0.99995680  x   0.99993922  =   0.99989602
 OM0989!UTM  16      -   0.99995680  x   0.99992845  =   0.99988525
 OM0989
 OM0989|---------------------------------------------------------------------|
 OM0989| PID    Reference Object                     Distance      Geod. Az  |
 OM0989|                                                           dddmmss.s |
 OM0989| CI9600 FRIES RM 1                            7.128 METERS 00106     |
 OM0989| CI9599 FRIES AZ MK                                        0892606.3 |
 OM0989| CI9601 FRIES RM 2                            7.436 METERS 08947     |
 OM0989|---------------------------------------------------------------------|
 OM0989
 OM0989                          SUPERSEDED SURVEY CONTROL
 OM0989
 OM0989  NAD 83(1986)-  43 36 39.08107(N)    089 01 29.77374(W) AD(       ) 2
 OM0989  NAD 27      -  43 36 39.13930(N)    089 01 29.37110(W) AD(       ) 2
 OM0989
 OM0989.Superseded values are not recommended for survey control.
 OM0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0989.See file dsdata.txt to determine how the superseded data were derived.
 OM0989
 OM0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP3659430645(NAD 83)
 OM0989_MARKER: DS = TRIANGULATION STATION DISK
 OM0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0989
 OM0989  HISTORY     - Date     Condition        Report By
 OM0989  HISTORY     - 1958     MONUMENTED       CGS
 OM0989
 OM0989                          STATION DESCRIPTION
 OM0989
 OM0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM0989'THE STATION IS ABOUT 6 MILES NORTHWEST OF FOX LAKE, ABOUT
 OM0989'2-1/2 MILES NORTHEAST OF FRIESLAND AND ABOUT 4-1/2 MILES
 OM0989'NORTH OF RANDOLPH.  IT IS IN THE NORTHWEST CORNER OF SEC.
 OM0989'32, T 16 N, R 12 E.  IT IS 34 FEET NORTH OF THE CENTERLINE
 OM0989'OF COUNTY ROAD E, 23 FEET EAST OF A GRAVELED DRIVEWAY, 3 FEET
 OM0989'WEST OF A FENCE CORNER AND 5 FEET SOUTHWEST OF A WHITE WITNESS
 OM0989'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED FRIES
 OM0989'1958.
 OM0989'
 OM0989'TO REACH THE STATION FROM THE U.S. POST OFFICE IN RANDOLPH GO
 OM0989'NORTH ON STATE HIGHWAY 73 FOR 1.1 MILES TO JUNCTION OF STATE
 OM0989'HIGHWAYS 73 AND 33.  CONTINUE NORTH ON STATE HIGHWAY 73
 OM0989'FOR 3.8 MILES TO A CROSSROAD (COUNTY ROAD E).  TURN LEFT
 OM0989'AND GO WEST ON COUNTY ROAD E FOR 0.3 MILES TO THE STATION
 OM0989'ON THE RIGHT.
 OM0989'
 OM0989'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON COUNTY
 OM0989'ROAD E FOR 0.3 MILE TO A CROSSROAD (STATE HIGHWAY 73).  CONTINUE
 OM0989'EAST ON COUNTY ROAD E FOR 0.4 MILE TO THE AZIMUTH MARK ON
 OM0989'THE RIGHT.
 OM0989'
 OM0989'REFERENCE MARK 1 IS 1 FOOT WEST OF A FENCE, 28 FEET SOUTH
 OM0989'OF THE SOUTHWEST CORNER OF A FRAME BUILDING, 57 FEET NORTH
 OM0989'OF THE CENTERLINE OF COUNTY ROAD E AND 26 FEET EAST OF THE
 OM0989'CENTERLINE OF A GRAVELED DRIVEWAY.  THE MONUMENT IS FLUSH
 OM0989'AND THE DISK IS STAMPED FRIES NO 1 1958.
 OM0989'
 OM0989'REFERENCE MARK 2 IS 1 FOOT SOUTH OF A FENCE, 21 FEET EAST
 OM0989'OF A FENCE CORNER AND 33 FEET NORTH OF THE CENTERLINE OF
 OM0989'COUNTY ROAD E.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 OM0989'FRIES NO 2 1958.
 OM0989'
 OM0989'THE AZIMUTH MARK IS 2 FEET WEST OF A WHITE WITNESS POST,
 OM0989'31 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD E, 1 FOOT
 OM0989'NORTH OF A FENCE AND 71 FEET EAST OF A TELEPHONE POLE.  THE
 OM0989'MONUMENT IS FLUSH AND THE DISK IS STAMPED FRIES 1958.
 OM0989'
 OM0989'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0987 ***********************************************************************
 OM0987  DESIGNATION -  FRIESLAND
 OM0987  PID         -  OM0987
 OM0987  STATE/COUNTY-  WI/COLUMBIA
 OM0987  USGS QUAD   -  RANDOLPH (1980)
 OM0987
 OM0987                         *CURRENT SURVEY CONTROL
 OM0987  ___________________________________________________________________
 OM0987* NAD 83(1997)-  43 35 17.13314(N)    089 06 38.74682(W)     ADJUSTED  
 OM0987* NAVD 88     -       326.1    (meters)    1070.     (feet)  VERTCON   
 OM0987  ___________________________________________________________________
 OM0987  X           -      71,814.272 (meters)                     COMP
 OM0987  Y           -  -4,626,802.884 (meters)                     COMP
 OM0987  Z           -   4,375,256.454 (meters)                     COMP
 OM0987  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 OM0987  ELLIP HEIGHT-         290.60  (meters)          (05/03/99) GPS OBS
 OM0987  GEOID HEIGHT-         -35.50  (meters)                     GEOID03
 OM0987
 OM0987  HORZ ORDER  -  B
 OM0987  ELLP ORDER  -  THIRD     CLASS II
 OM0987
 OM0987.The horizontal coordinates were established by GPS observations
 OM0987.and adjusted by the National Geodetic Survey in May 1999..
 OM0987.No horizontal observational check was made to the station.
 OM0987
 OM0987.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0987
 OM0987.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0987
 OM0987.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0987
 OM0987.The ellipsoidal height was determined by GPS observations
 OM0987.and is referenced to NAD 83.
 OM0987
 OM0987.The geoid height was determined by GEOID03.
 OM0987
 OM0987;                    North         East     Units Scale Factor Converg.
 OM0987;SPC WI S     -   176,805.575   671,808.064   MT  0.99993785   +0 36 39.6
 OM0987;SPC WI S     -   580,069.62  2,204,090.29   sFT  0.99993785   +0 36 39.6
 OM0987;UTM  16      - 4,828,289.376   329,603.119   MT  0.99995715   -1 27 20.4
 OM0987
 OM0987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0987!SPC WI S     -   0.99995443  x   0.99993785  =   0.99989229
 OM0987!UTM  16      -   0.99995443  x   0.99995715  =   0.99991158
 OM0987
 OM0987:                Primary Azimuth Mark                     Grid Az
 OM0987:SPC WI S     -  MARKESAN MUNICIPAL TANK                  035 59 32.9
 OM0987:UTM  16      -  MARKESAN MUNICIPAL TANK                  038 03 32.9
 OM0987
 OM0987|---------------------------------------------------------------------|
 OM0987| PID    Reference Object                     Distance      Geod. Az  |
 OM0987|                                                           dddmmss.s |
 OM0987| OM0963 MARKESAN MUNICIPAL TANK             APPROX.16.8 KM 0363612.5 |
 OM0987| OM0962 MARKESAN ZION EV U B CH SPIRE       APPROX.16.8 KM 0364317.8 |
 OM0987| CI9602 FRIESLAND AZ MK                                    0404014.3 |
 OM0987| OM0986 FRIESLAND MUNICIPAL TANK            APPROX. 3.6 KM 0902809.5 |
 OM0987| OM0988 RANDOLPH MUNICIPAL TANK             APPROX.10.0 KM 1235138.6 |
 OM0987| OM0990 RANDOLPH ROCKWELL RANDOLPH TK       APPROX. 9.7 KM 1245033.0 |
 OM0987| OM0984 CAMBRIA MUNICIPAL TANK              APPROX. 5.1 KM 1753932.1 |
 OM0987| CI9603 FRIESLAND RM 1                       20.066 METERS 17711     |
 OM0987| CI9604 FRIESLAND RM 2                       25.854 METERS 26739     |
 OM0987|---------------------------------------------------------------------|
 OM0987
 OM0987                          SUPERSEDED SURVEY CONTROL
 OM0987
 OM0987  NAD 83(1991)-  43 35 17.13267(N)    089 06 38.74487(W) AD(       ) B
 OM0987  ELLIP H (06/11/91)  290.68   (m)                       GP(       ) 4 1
 OM0987  NAD 83(1986)-  43 35 17.12556(N)    089 06 38.75259(W) AD(       ) 2
 OM0987  NAD 27      -  43 35 17.18460(N)    089 06 38.34400(W) AD(       ) 2
 OM0987  NGVD 29 (06/11/91)  326.1    (m)         1070.     (f) GPS OBS        
 OM0987
 OM0987.Superseded values are not recommended for survey control.
 OM0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0987.See file dsdata.txt to determine how the superseded data were derived.
 OM0987
 OM0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP2960328289(NAD 83)
 OM0987_MARKER: DS = TRIANGULATION STATION DISK
 OM0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0987_SP_SET: SQUARE CONCRETE MONUMENT
 OM0987_STAMPING: FRIESLAND 1958
 OM0987_MARK LOGO: CGS   
 OM0987_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0987+STABILITY: SURFACE MOTION
 OM0987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0987+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1990
 OM0987
 OM0987  HISTORY     - Date     Condition        Report By
 OM0987  HISTORY     - 1958     MONUMENTED       CGS
 OM0987  HISTORY     - 1958     GOOD             CGS
 OM0987  HISTORY     - 19900808 GOOD             AEROS
 OM0987
 OM0987                          STATION DESCRIPTION
 OM0987
 OM0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM0987'THE STATION IS ABOUT 3 MILES NORTH OF CAMBRIA, ABOUT 2 MILES
 OM0987'WEST OF FRIESLAND AND ON ROAD RIGHT-OF-WAY.  IT IS 192 FEET
 OM0987'EAST OF THE INTERSECTION OF A PAVED ROAD AND A GRAVELED
 OM0987'DRIVEWAY, 121.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 OM0987'FRAME HOUSE, 32 FEET NORTH OF THE CENTERLINE OF THE PAVED
 OM0987'ROAD, 6 FEET WEST OF A WHITE WITNESS POST, AND 1 FOOT SOUTH
 OM0987'OF A FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK
 OM0987'IS STAMPED FRIESLAND 1958.
 OM0987'
 OM0987'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 OM0987'33 AND 146 ABOUT 2 MILES NORTH OF CAMBRIA, GO NORTH ON HIGHWAY
 OM0987'33 FOR 0.1 MILE TO THE JUNCTION OF COUNTY ROAD M.  GO NORTH
 OM0987'ON ROAD M FOR 1.25 MILES TO A PAVED CROSSROAD.* TURN LEFT
 OM0987'AND GO WEST ON THE PAVED ROAD FOR 0.4 MILE TO THE STATION
 OM0987'ON THE RIGHT AS DESCRIBED.
 OM0987'
 OM0987'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE NORTH ON THE
 OM0987'PAVED ROAD FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT
 OM0987'AS DESCRIBED.
 OM0987'
 OM0987'REFERENCE MARK 1 IS 33 FEET SOUTH OF THE CENTERLINE OF THE ROAD
 OM0987'AND AT THE NORTH EDGE OF A CULTIVATED FIELD.  THE MONUMENT
 OM0987'PROJECTS 3 INCHES AND THE DISK IS STAMPED FRIESLAND NO 1
 OM0987'1958.
 OM0987'
 OM0987'REFERENCE MARK 2 IS 70 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 OM0987'OF THE FRAME HOUSE, 35 FEET NORTH OF THE CENTERLINE OF THE ROAD
 OM0987'AND 2 FEET EAST OF A 16 INCH CEDAR TREE.  THE MONUMENT IS
 OM0987'FLUSH AND THE DISK IS STAMPED FRIESLAND NO 2 1958.
 OM0987'
 OM0987'THE AZIMUTH MARK IS 32 FEET WEST OF THE CENTERLINE OF THE
 OM0987'ROAD, 2 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF A
 OM0987'FENCE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 OM0987'FRIESLAND 1958.
 OM0987'
 OM0987'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 OM0987
 OM0987                          STATION RECOVERY (1958)
 OM0987
 OM0987'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 OM0987'RECOVERED IN GOOD CONDITION.
 OM0987
 OM0987                          STATION RECOVERY (1990)
 OM0987
 OM0987'RECOVERY NOTE BY AERO SERVICE CORPORATION 1990
 OM0987'THE STATION IS ABOUT 3 MILES NORTH OF CAMBRIA, ABOUT 2 MILES
 OM0987'WEST OF FRIESLAND AND ON ROAD RIGHT-OF-WAY.  IT IS 192 FEET
 OM0987'EAST OF THE INTERSECTION OF A PAVED ROAD AND A GRAVELED
 OM0987'DRIVEWAY, 121.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 OM0987'FRAME HOUSE, 32 FEET NORTH OF THE CENTERLINE OF THE PAVED
 OM0987'ROAD, 6 FEET WEST OF A WHITE WITNESS POST, AND 1 FOOT SOUTH
 OM0987'OF A FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK
 OM0987'IS STAMPED FRIESLAND 1958.
 OM0987'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 OM0987'33 AND 146 ABOUT 2 MILES NORTH OF CAMBRIA, GO NORTH ON HIGHWAY
 OM0987'33 FOR 0.1 MILE TO THE JUNCTION OF COUNTY ROAD M.  GO NORTH
 OM0987'ON ROAD M FOR 1.25 MILES TO A PAVED CROSSROAD.  TURN LEFT
 OM0987'AND GO WEST ON THE PAVED ROAD FOR 0.4 MILE TO THE STATION
 OM0987'ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0986 ***********************************************************************
 OM0986  DESIGNATION -  FRIESLAND MUNICIPAL TANK
 OM0986  PID         -  OM0986
 OM0986  STATE/COUNTY-  WI/COLUMBIA
 OM0986  USGS QUAD   -  RANDOLPH (1980)
 OM0986
 OM0986                         *CURRENT SURVEY CONTROL
 OM0986  ___________________________________________________________________
 OM0986* NAD 83(1991)-  43 35 16.15293(N)    089 03 59.37925(W)     ADJUSTED  
 OM0986* NAVD 88     -                                                        
 OM0986  ___________________________________________________________________
 OM0986  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 OM0986  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 OM0986
 OM0986  HORZ ORDER  -  THIRD
 OM0986
 OM0986.The horizontal coordinates were established by classical geodetic methods
 OM0986.and adjusted by the National Geodetic Survey in November 1991..
 OM0986
 OM0986
 OM0986.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0986
 OM0986.The geoid height was determined by GEOID03.
 OM0986
 OM0986;                    North         East     Units Scale Factor Converg.
 OM0986;SPC WI S     -   176,814.398   675,383.068   MT  0.99993784   +0 38 29.1
 OM0986;SPC WI S     -   580,098.57  2,215,819.28   sFT  0.99993784   +0 38 29.1
 OM0986;UTM  16      - 4,828,169.274   333,176.159   MT  0.99994233   -1 25 30.4
 OM0986
 OM0986                          SUPERSEDED SURVEY CONTROL
 OM0986
 OM0986  NAD 83(1986)-  43 35 16.14586(N)    089 03 59.38633(W) AD(       ) 4
 OM0986  NAD 27      -  43 35 16.20400(N)    089 03 58.97500(W) AD(       ) 3
 OM0986
 OM0986.Superseded values are not recommended for survey control.
 OM0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0986.See file dsdata.txt to determine how the superseded data were derived.
 OM0986
 OM0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP3317628169(NAD 83)
 OM0986_MARKER: 53 = ELEVATED TANK
 OM0986
 OM0986  HISTORY     - Date     Condition        Report By
 OM0986  HISTORY     - 1958     FIRST OBSERVED   CGS
 OM0986  HISTORY     - 20030816 GOOD             USPSQD
 OM0986
 OM0986                          STATION DESCRIPTION
 OM0986
 OM0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM0986'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK LOCATED
 OM0986'JUST NORTH OF A CEMETERY AND ABOUT 100 FEET EAST OF COUNTY
 OM0986'ROAD EF IN THE SOUTHERN SECTION OF THE TOWN OF FRIESLAND.  THE
 OM0986'TANK IS SUPPORTED BY A 4-LEGGED STEEL STRUCTURE AND THE OVERALL
 OM0986'HEIGHT IS APPROXIMATELY 95 FEET.  THE TANK AND SUPPORTING
 OM0986'STRUCTURE ARE PAINTED SILVER.
 OM0986
 OM0986                          STATION RECOVERY (2003)
 OM0986
 OM0986'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0986'RECOVERED IN GOOD CONDITION.  ADD-- THE TANK IS SOUTHEAST OF THE
 OM0986'JUNCTION OF COUNTY HIGHWAY EE AND WINNEBAGO STREET.  ACCESS TO THE
 OM0986'TANK CAN BE GAINED ON A GRAVEL ROAD BETWEEN -114- AND -118- WINNEBAGO
 OM0986'STREET.  'FRIESLAND' IS WRITTEN IN BLACK LETTERS ON THE SOUTHWEST SIDE
 OM0986'OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0030 ***********************************************************************
 PO0030  DESIGNATION -  FRISBY
 PO0030  PID         -  PO0030
 PO0030  STATE/COUNTY-  WI/WOOD
 PO0030  USGS QUAD   -  ARPIN (1979)
 PO0030
 PO0030                         *CURRENT SURVEY CONTROL
 PO0030  ___________________________________________________________________
 PO0030* NAD 83(1991)-  44 36 40.52585(N)    090 06 33.45614(W)     ADJUSTED  
 PO0030* NAVD 88     -       381.079  (meters)    1250.26   (feet)  ADJUSTED  
 PO0030  ___________________________________________________________________
 PO0030  LAPLACE CORR-          -5.88  (seconds)                    DEFLEC99
 PO0030  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 PO0030  DYNAMIC HT  -         381.017 (meters)    1250.05  (feet)  COMP
 PO0030  MODELED GRAV-     980,444.1   (mgal)                       NAVD 88
 PO0030
 PO0030  HORZ ORDER  -  FIRST
 PO0030  VERT ORDER  -  FIRST     CLASS II
 PO0030
 PO0030.The horizontal coordinates were established by classical geodetic methods
 PO0030.and adjusted by the National Geodetic Survey in November 1991..
 PO0030
 PO0030.The orthometric height was determined by differential leveling
 PO0030.and adjusted by the National Geodetic Survey in June 1991..
 PO0030
 PO0030.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0030
 PO0030.The geoid height was determined by GEOID03.
 PO0030
 PO0030.The dynamic height is computed by dividing the NAVD 88
 PO0030.geopotential number by the normal gravity value computed on the
 PO0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0030.degrees latitude (g = 980.6199 gals.).
 PO0030
 PO0030.The modeled gravity was interpolated from observed gravity values.
 PO0030
 PO0030;                    North         East     Units Scale Factor Converg.
 PO0030;SPC WI C     -    86,447.195   591,324.917   MT  0.99995134   -0 04 37.6
 PO0030;SPC WI C     -   283,618.84  1,940,038.50   sFT  0.99995134   -0 04 37.6
 PO0030;UTM  15      - 4,943,832.756   729,368.672   MT  1.00024701   +2 01 51.6
 PO0030
 PO0030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0030!SPC WI C     -   0.99994561  x   0.99995134  =   0.99989696
 PO0030!UTM  15      -   0.99994561  x   1.00024701  =   1.00019261
 PO0030
 PO0030|---------------------------------------------------------------------|
 PO0030| PID    Reference Object                     Distance      Geod. Az  |
 PO0030|                                                           dddmmss.s |
 PO0030| CJ4984 FRISBY RM                            28.790 METERS 16555     |
 PO0030| PO0027 PAUL                                APPROX. 7.5 KM 3225154.4 |
 PO0030|---------------------------------------------------------------------|
 PO0030
 PO0030                          SUPERSEDED SURVEY CONTROL
 PO0030
 PO0030  NAD 83(1986)-  44 36 40.52411(N)    090 06 33.46323(W) AD(       ) 1
 PO0030  NAD 27      -  44 36 40.67500(N)    090 06 33.00900(W) AD(       ) 1
 PO0030  NGVD 29 (??/??/92)  381.093  (m)         1250.30   (f) ADJ UNCH    1 2
 PO0030
 PO0030.Superseded values are not recommended for survey control.
 PO0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0030.See file dsdata.txt to determine how the superseded data were derived.
 PO0030
 PO0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK2936943833(NAD 83)
 PO0030_MARKER: DE = TRAVERSE STATION DISK
 PO0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0030_STAMPING: FRISBY 1921
 PO0030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PO0030
 PO0030  HISTORY     - Date     Condition        Report By
 PO0030  HISTORY     - 1921     MONUMENTED       CGS
 PO0030  HISTORY     - 1930     GOOD             CGS
 PO0030  HISTORY     - 1930     GOOD             NGS
 PO0030  HISTORY     - 1943     GOOD             CGS
 PO0030  HISTORY     - 1943     GOOD             NGS
 PO0030  HISTORY     - 1954     SEE DESCRIPTION  USGS
 PO0030
 PO0030                          STATION DESCRIPTION
 PO0030
 PO0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 PO0030'STATION IS LOCATED ABOUT 5 MILES S OF THE SOO LINE DEPOT AT
 PO0030'MARSHFIELD, ON THE W SIDE OF THE TRACK OF THE MINNEAPOLIS,
 PO0030'ST. PAUL AND SAULT STE. MARIE RAILWAY AND E OF THE NORTH
 PO0030'WESTERN RAILWAY TRACK.  THESE TWO RAILWAYS ARE PARALLEL SE
 PO0030'FROM MARSHFIELD, AND THEIR RIGHT-OF-WAYS ARE ADJACENT.  THE
 PO0030'STATION IS ABOUT 75 METERS S OF A ROAD CROSSING, AND ABOUT
 PO0030'200 METERS N OF MILEPOST N 5.  THE REFERENCE MARK IS LOCATED
 PO0030'NEAR A TELEGRAPH POLE, WHICH IS THE THIRD S OF THE CROSSING,
 PO0030'BETWEEN THE TRACKS.  DISTANCE W RAIL, SOO LINE--8.10 METERS
 PO0030'(26.6 FEET).  DISTANCE E RAIL, NORTH WESTERN RAILWAY--25.52
 PO0030'METERS (83.6 FEET).
 PO0030'
 PO0030'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD
 PO0030'BRONZE DISKS SET IN SQUARE CONCRETE POSTS.
 PO0030
 PO0030                          STATION RECOVERY (1930)
 PO0030
 PO0030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PO0030'MARK FOUND AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 PO0030
 PO0030                          STATION RECOVERY (1930)
 PO0030
 PO0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1930
 PO0030'5.2 MI S FROM MARSHFIELD.
 PO0030'ON THE CHICAGO AND NORTHWESTERN RAILROAD, AND THE MINNEAPOLIS,
 PO0030'ST. PAUL AND SAULT STE. MARIE RAILROAD, 5.2 MILES SOUTH OF THE
 PO0030'SECOND NAMED RAILROADS STATION IN MARSHFIELD, 245 FEET SOUTH
 PO0030'OF A ROAD CROSSING, 655 FEET NORTH OF MILEPOST N 5, (SOO LINE),
 PO0030'27 FEET WEST OF THE WEST AND NEAREST RAIL ON THE SOO LINE, 84
 PO0030'FEET EAST OF THE EAST AND NEAREST RAIL OF THE CHICAGO AND
 PO0030'NORTHWESTERN RAILROAD, STANDARD TRAVERSE STATION.  NOTE-- NORTH
 PO0030'WESTERN RY TRACKS HAVE BEEN REMOVED FROM MARSHFIELD TO ARPIN.
 PO0030
 PO0030                          STATION RECOVERY (1943)
 PO0030
 PO0030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RJB)
 PO0030'STATION AND REFERENCE MARK FOUND AS DESCRIBED IN GOOD CONDITION.
 PO0030'DESCRIPTION ADEQUATE.  REFERENCE MARK IS A STATION MARK DISK
 PO0030'WITH AN ARROW CUT ACROSS IT.
 PO0030'
 PO0030'NORTH WESTERN RAILWAY TRACKS HAVE BEEN REMOVED (1935) FROM
 PO0030'MARSHFIELD TO ARPIN.
 PO0030
 PO0030                          STATION RECOVERY (1943)
 PO0030
 PO0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 PO0030'RECOVERED IN GOOD CONDITION.
 PO0030
 PO0030                          STATION RECOVERY (1954)
 PO0030
 PO0030'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 PO0030'STATION DESTROYED.  PULLED OUT AND LAYING ON GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0522 ***********************************************************************
 PO0522  DESIGNATION -  FRISBY 2
 PO0522  PID         -  PO0522
 PO0522  STATE/COUNTY-  WI/WOOD
 PO0522  USGS QUAD   -  ARPIN (1979)
 PO0522
 PO0522                         *CURRENT SURVEY CONTROL
 PO0522  ___________________________________________________________________
 PO0522* NAD 83(1991)-  44 36 43.39044(N)    090 06 36.99815(W)     ADJUSTED  
 PO0522* NAVD 88     -       379.8    (meters)    1246.     (feet)  VERTCON   
 PO0522  ___________________________________________________________________
 PO0522  LAPLACE CORR-          -5.86  (seconds)                    DEFLEC99
 PO0522  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 PO0522
 PO0522  HORZ ORDER  -  SECOND
 PO0522
 PO0522.The horizontal coordinates were established by classical geodetic methods
 PO0522.and adjusted by the National Geodetic Survey in November 1991..
 PO0522
 PO0522.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0522
 PO0522.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0522
 PO0522.The geoid height was determined by GEOID03.
 PO0522
 PO0522;                    North         East     Units Scale Factor Converg.
 PO0522;SPC WI C     -    86,535.720   591,246.941   MT  0.99995128   -0 04 40.1
 PO0522;SPC WI C     -   283,909.27  1,939,782.67   sFT  0.99995128   -0 04 40.1
 PO0522;UTM  15      - 4,943,918.378   729,287.469   MT  1.00024655   +2 01 49.2
 PO0522
 PO0522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0522!SPC WI C     -   0.99994582  x   0.99995128  =   0.99989710
 PO0522!UTM  15      -   0.99994582  x   1.00024655  =   1.00019235
 PO0522
 PO0522|---------------------------------------------------------------------|
 PO0522| PID    Reference Object                     Distance      Geod. Az  |
 PO0522|                                                           dddmmss.s |
 PO0522| PO0521 FRISBY 2 AZ MK                      382.105 METERS 09333     |
 PO0522| CJ4985 FRISBY 2 RM 3                        22.445 METERS 23931     |
 PO0522| CJ4986 FRISBY 2 RM 4                        22.603 METERS 33051     |
 PO0522|---------------------------------------------------------------------|
 PO0522
 PO0522                          SUPERSEDED SURVEY CONTROL
 PO0522
 PO0522  NAD 83(1986)-  44 36 43.38873(N)    090 06 37.00490(W) AD(       ) 2
 PO0522  NAD 27      -  44 36 43.52892(N)    090 06 36.52828(W) AD(       ) 2
 PO0522  NGVD 29 (07/19/86)  379.8    (m)         1246.     (f) VERT ANG       
 PO0522
 PO0522.Superseded values are not recommended for survey control.
 PO0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0522.See file dsdata.txt to determine how the superseded data were derived.
 PO0522
 PO0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK2928743918(NAD 83)
 PO0522_MARKER: DH = HORIZONTAL CONTROL DISK
 PO0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0522_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PO0522_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PO0522
 PO0522  HISTORY     - Date     Condition        Report By
 PO0522  HISTORY     - 1981     MONUMENTED       NGS
 PO0522  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 PO0522
 PO0522                          STATION DESCRIPTION
 PO0522
 PO0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 PO0522'THE STATION IS LOCATED ABOUT 8.0 KM (5 MI) WEST OF AUBURNDALE,
 PO0522'7.2 KM (4-1/2 MI) SOUTHEAST OF MARSHFIELD, AND
 PO0522'IN THE SW1/4,S26,T24N.R3E OF MARSHFIELD TOWNSHIP.
 PO0522'OWNERSHIP--BOB LEU, 709 HIGHLAND AVENUE,
 PO0522'MARSHFIELD, WI 54449, TELEPHONE 715-384-9440.
 PO0522'
 PO0522'TO REACH THE STATION FROM THE POST OFFICE IN ARPIN, GO WEST ON
 PO0522'COUNTY ROAD N FOR 5.3 KM (3.3 MI) TO A SIDE ROAD RIGHT. TURN
 PO0522'RIGHT AND GO NORTH ON COUNTY ROAD T FOR 6.9 KM (4.3 MI) TO A
 PO0522'RAILROAD CROSSING, CONTINUE NORTH FOR 1.0 KM (0.6 MI) TO A GRAVEL
 PO0522'CROSSROAD. TURN LEFT AND GO WEST ON MILL CREEK ROAD FOR 0.5 KM (0.
 PO0522'(0.3 MI) TO THE AZIMUTH MARK ON THE RIGHT. CONTINUE WEST FOR 0.3
 PO0522'0.3 KM (0.2 MI) TO THE STATION ON THE RIGHT, JUST AFTER CROSSING
 PO0522'A RAILROAD.
 PO0522'
 PO0522'THE STATION IS A STANDARD NGS DISK
 PO0522'STAMPED---FRISBY 2 1981---,
 PO0522'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PO0522'FLUSH WITH GROUND.  IT IS LOCATED
 PO0522'33.0 METERS (108.3 FT) EAST FROM THE SOUTHEAST CORNER OF A METAL
 PO0522'SHED,
 PO0522'22.9 METERS (75.0 FT) NORTH FROM THE CENTER OF A GRAVEL ROAD AND
 PO0522'16.9 METERS (55.5 FT) SOUTHWEST FROM THE WEST RAIL.
 PO0522'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 PO0522'STAMPED---FRISBY 2 1981---,
 PO0522'SET INTO AN IRREGULAR MASS OF CONCRETE 1.4 METERS BELOW THE SURFACE.
 PO0522'
 PO0522'REFERENCE MARK NUMBER 03 IS A STANDARD NGS DISK
 PO0522'STAMPED---FRISBY 2 NO 3 1981---,
 PO0522'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PO0522'RECESSED 1 CM BELOW THE GROUND.  IT IS LOCATED
 PO0522'19.96 METERS (65.5 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF A
 PO0522'METAL SHED,
 PO0522'15.65 METERS (51.3 FT) EAST-NORTHEAST FROM A METAL CULVERT AND
 PO0522'10.85 METERS (35.6 FT) NORTH-NORTHWEST FROM THE CENTER OF THE
 PO0522'GRAVEL ROAD.
 PO0522'MARK IS LEVEL WITH STATION.
 PO0522'
 PO0522'REFERENCE MARK NUMBER 04 IS A STANDARD NGS DISK
 PO0522'STAMPED---FRISBY 2 NO 4 1981---,
 PO0522'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PO0522'FLUSH WITH GROUND.  IT IS LOCATED
 PO0522'44.8 METERS (147.0 FT) NORTH FROM THE CENTER OF THE GRAVEL ROAD,
 PO0522'21.8 METERS (71.5 FT) EAST FROM THE NORTHEAST CORNER OF THE SHED
 PO0522'AND
 PO0522'13.8 METERS (45.3 FT) SOUTHWEST FROM THE WEST RAIL.
 PO0522'MARK IS LEVEL WITH STATION.
 PO0522'
 PO0522'AZIMUTH MARK NUMBER 01 IS A STANDARD NGS DISK
 PO0522'STAMPED---FRISBY 2 1981---,
 PO0522'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PO0522'RECESSED 34 CM BELOW THE GROUND.  IT IS LOCATED
 PO0522'4.0 METERS (13.1 FT) NORTH-NORTHWEST FROM THE CENTER OF A GRAVEL
 PO0522'ROAD,
 PO0522'0.92 METER (3.0 FT) SOUTH FROM A METAL WITNESS POST AND
 PO0522'14.5 METERS (47.5 FT) NORTH-NORTHWEST FROM A POWERLINE POLE.
 PO0522'
 PO0522'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.7 METERS.
 PO0522
 PO0522                          STATION RECOVERY (2004)
 PO0522
 PO0522'RECOVERY NOTE BY US POWER SQUADRON 2004 (DS)
 PO0522'STATION,REF. MARK 3, REF. MARK 4, AND AZMUTH NOT FOUND. RAILROAD NO
 PO0522'LONGER EXISTS. RIGHT OF WAY NOW HAS AN ELECTRIAL TRANSMISSON LINE
 PO0522'RUNNING OVER IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0521 ***********************************************************************
 PO0521  DESIGNATION -  FRISBY 2 AZ MK
 PO0521  PID         -  PO0521
 PO0521  STATE/COUNTY-  WI/WOOD
 PO0521  USGS QUAD   -  ARPIN (1979)
 PO0521
 PO0521                         *CURRENT SURVEY CONTROL
 PO0521  ___________________________________________________________________
 PO0521* NAD 83(1991)-  44 36 42.62339(N)    090 06 19.70181(W)     ADJUSTED  
 PO0521* NAVD 88     -       378.1    (meters)    1240.     (feet)  VERTCON   
 PO0521  ___________________________________________________________________
 PO0521  LAPLACE CORR-          -5.87  (seconds)                    DEFLEC99
 PO0521  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 PO0521
 PO0521  HORZ ORDER  -  SECOND
 PO0521
 PO0521.The horizontal coordinates were established by classical geodetic methods
 PO0521.and adjusted by the National Geodetic Survey in November 1991..
 PO0521
 PO0521.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0521
 PO0521.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0521
 PO0521.The geoid height was determined by GEOID03.
 PO0521
 PO0521;                    North         East     Units Scale Factor Converg.
 PO0521;SPC WI C     -    86,511.537   591,628.262   MT  0.99995129   -0 04 27.9
 PO0521;SPC WI C     -   283,829.93  1,941,033.72   sFT  0.99995129   -0 04 27.9
 PO0521;UTM  15      - 4,943,908.236   729,669.535   MT  1.00024871   +2 02 01.4
 PO0521
 PO0521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0521!SPC WI C     -   0.99994608  x   0.99995129  =   0.99989738
 PO0521!UTM  15      -   0.99994608  x   1.00024871  =   1.00019478
 PO0521
 PO0521                          SUPERSEDED SURVEY CONTROL
 PO0521
 PO0521  NAD 83(1986)-  44 36 42.62166(N)    090 06 19.70856(W) AD(       ) 2
 PO0521  NAD 27      -  44 36 42.76193(N)    090 06 19.23250(W) AD(       ) 2
 PO0521  NGVD 29 (07/19/86)  378.1    (m)         1240.     (f) VERT ANG       
 PO0521
 PO0521.Superseded values are not recommended for survey control.
 PO0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0521.See file dsdata.txt to determine how the superseded data were derived.
 PO0521
 PO0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK2967043908(NAD 83)
 PO0521_MARKER: DZ = AZIMUTH MARK DISK
 PO0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0521_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PO0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0521+STABILITY: SURFACE MOTION
 PO0521
 PO0521  HISTORY     - Date     Condition        Report By
 PO0521  HISTORY     - 1981     MONUMENTED       NGS
 PO0521  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 PO0521
 PO0521                          STATION DESCRIPTION
 PO0521
 PO0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 PO0521'THE STATION IS LOCATED ABOUT 8 KM (5 MI) WEST OF AUBURNDALE,
 PO0521'7.2 KM (4-1/2 MI) SOUTHEAST OF MARSHFIELD, AND
 PO0521'IN THE SW1/4,S26,T24N,R3E OF MARSHFIELD TOWNSHIP.
 PO0521'
 PO0521'TO REACH THE STATION FROM THE POST OFFICE IN ARPIN, GO WEST ON
 PO0521'COUNTY ROAD N FOR 5.3 KM (3.3 MI) TO A SIDE ROAD RIGHT. TURN
 PO0521'RIGHT AND GO NORTH ON COUNTY ROAD T FOR 6.9 KM (4.3 MI) TO A
 PO0521'RAILROAD CROSSING, CONTINUE NORTH ON COUNTY ROAD T FOR 1 KM
 PO0521'(0.6 MI) TO A GRAVEL CROSSROAD. TURN LEFT AND GO WEST ON MILL
 PO0521'CREEK ROAD FOR 0.5 KM (0.3 MI) TO THE STATION ON THE RIGHT.
 PO0521'
 PO0521'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 PO0521'STAMPED---FRISBY 2 1981---,
 PO0521'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PO0521'RECESSED 34 CM BELOW THE GROUND.  IT IS LOCATED
 PO0521'14.5 METERS (47.5 FT) NORTH-NORTHWEST FROM A POWERLINE POLE,
 PO0521'4.0 METERS (13.1 FT) NORTH-NORTHWEST FROM THE CENTER OF A GRAVEL
 PO0521'ROAD AND
 PO0521'0.92 METER (3.0 FT) SOUTH FROM A METAL WITNESS POST.
 PO0521'THE UNDERGROUND MARK IS A STANDARD NGS AZIMUTH MARK DISK
 PO0521'STAMPED---FRISBY 2 1981---,
 PO0521'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 PO0521'
 PO0521'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.7 METERS.
 PO0521
 PO0521                          STATION RECOVERY (2004)
 PO0521
 PO0521'RECOVERY NOTE BY US POWER SQUADRON 2004 (DS)
 PO0521'RAILROAD NO LONGER EXISTS. RIGHT OF WAY NOW HAS AN ELECTRIAL
 PO0521'TRANSMISSON LINE RUNNING OVER IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0205 ***********************************************************************
 QM0205  DESIGNATION -  FROG
 QM0205  PID         -  QM0205
 QM0205  STATE/COUNTY-  WI/ONEIDA
 QM0205  USGS QUAD   -  STARKS (1982)
 QM0205
 QM0205                         *CURRENT SURVEY CONTROL
 QM0205  ___________________________________________________________________
 QM0205* NAD 83(1991)-  45 40 04.56889(N)    089 08 23.38246(W)     ADJUSTED  
 QM0205* NAVD 88     -       500.85   (+/-2cm)    1643.2    (feet)  VERTCON   
 QM0205  ___________________________________________________________________
 QM0205  LAPLACE CORR-          -4.29  (seconds)                    DEFLEC99
 QM0205  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 QM0205
 QM0205  HORZ ORDER  -  FIRST
 QM0205  VERT ORDER  -  ? (See Below)
 QM0205
 QM0205.The horizontal coordinates were established by classical geodetic methods
 QM0205.and adjusted by the National Geodetic Survey in November 1991..
 QM0205
 QM0205.The NAVD 88 height was computed by applying the VERTCON shift value to
 QM0205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QM0205.The vertical order pertains to the NGVD 29 superseded value.
 QM0205
 QM0205.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0205
 QM0205.The geoid height was determined by GEOID03.
 QM0205
 QM0205;                    North         East     Units Scale Factor Converg.
 QM0205;SPC WI N     -    56,075.837   667,026.753   MT  0.99998316   +0 37 13.8
 QM0205;SPC WI N     -   183,975.48  2,188,403.61   sFT  0.99998316   +0 37 13.8
 QM0205;UTM  16      - 5,059,380.845   333,320.607   MT  0.99994157   -1 31 51.5
 QM0205
 QM0205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0205!SPC WI N     -   0.99992659  x   0.99998316  =   0.99990975
 QM0205!UTM  16      -   0.99992659  x   0.99994157  =   0.99986816
 QM0205
 QM0205:                Primary Azimuth Mark                     Grid Az
 QM0205:SPC WI N     -  CHINK                                    102 13 00.3
 QM0205:UTM  16      -  CHINK                                    104 22 05.6
 QM0205
 QM0205|---------------------------------------------------------------------|
 QM0205| PID    Reference Object                     Distance      Geod. Az  |
 QM0205|                                                           dddmmss.s |
 QM0205| QM0207 CHINK                               APPROX. 1.6 KM 1025014.1 |
 QM0205| QM0206 GAGEN                               264.781 METERS 10250     |
 QM0205|---------------------------------------------------------------------|
 QM0205
 QM0205                          SUPERSEDED SURVEY CONTROL
 QM0205
 QM0205  NAD 83(1986)-  45 40 04.56540(N)    089 08 23.38154(W) AD(       ) 1
 QM0205  NAD 27      -  45 40 04.71900(N)    089 08 22.94500(W) AD(       ) 1
 QM0205  NGVD 29 (??/??/92)  500.832  (m)         1643.15   (f) ADJ UNCH    ?  
 QM0205
 QM0205.Superseded values are not recommended for survey control.
 QM0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0205.See file dsdata.txt to determine how the superseded data were derived.
 QM0205
 QM0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR3332159381(NAD 83)
 QM0205_MARKER: DS = TRIANGULATION STATION DISK
 QM0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0205
 QM0205  HISTORY     - Date     Condition        Report By
 QM0205  HISTORY     - 1921     MONUMENTED       CGS
 QM0205  HISTORY     - 1922     GOOD             NGS
 QM0205  HISTORY     - 1934     GOOD             NGS
 QM0205  HISTORY     - 1952     MARK NOT FOUND   CGS
 QM0205  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0205
 QM0205                          STATION DESCRIPTION
 QM0205
 QM0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0205'STATION IS ABOUT 250 METERS W OF THE MINNEAPOLIS, ST. PAUL AND
 QM0205'SAULT STE. MARIE RAILWAY STATION AT GAGEN, 27 METERS NW OF
 QM0205'MILEPOST 231 AT THE N EDGE OF CINDER FILL W OF SAID STATION,
 QM0205'3.13 METERS (10.27 FEET) N OF THE ABOVE RAILROAD.
 QM0205'
 QM0205'SURFACE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 QM0205'NO REFERENCE MARK.
 QM0205'
 QM0205'UNDERGROUND MARK IS A REFERENCE MARK DISK SET IN CONCRETE.
 QM0205
 QM0205                          STATION RECOVERY (1922)
 QM0205
 QM0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 QM0205'0.1 MI W FROM GAGEN.
 QM0205'ABOUT 250 METERS WEST OF THE M. ST. P. AND S. S. M. RY. STATION
 QM0205'AT GAGEN, 27 METERS NORTHWEST OF MILEPOST 231, AT THE NORTH
 QM0205'EDGE OF A CINDER FILL WEST OF SAID STATION, 3.13 M (10.27 FT.)
 QM0205'NORTH OF THE NORTH RAIL OF THE ABOVE RAILROAD.
 QM0205
 QM0205                          STATION RECOVERY (1934)
 QM0205
 QM0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QM0205'RECOVERED IN GOOD CONDITION.
 QM0205
 QM0205                          STATION RECOVERY (1952)
 QM0205
 QM0205'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QM0205'STATION SEARCHED FOR BUT WAS NOT LOCATED.  IT IS LOCATED IN
 QM0205'A SWAMP AREA, DUE TO HIGH WATER A GOOD SEARCH WAS NOT MADE.
 QM0205
 QM0205                          STATION RECOVERY (1985)
 QM0205
 QM0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0205'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG9061 ***********************************************************************
 DG9061  DESIGNATION -  FROG CREEK
 DG9061  PID         -  DG9061
 DG9061  STATE/COUNTY-  WI/WASHBURN
 DG9061  USGS QUAD   -  MINONG (1982)
 DG9061
 DG9061                         *CURRENT SURVEY CONTROL
 DG9061  ___________________________________________________________________
 DG9061* NAD 83(1997)-  46 07 04.60036(N)    091 46 18.64433(W)     ADJUSTED  
 DG9061* NAVD 88     -       325.4    (meters)    1068.     (feet)  GPS OBS   
 DG9061  ___________________________________________________________________
 DG9061  X           -    -136,945.651 (meters)                     COMP
 DG9061  Y           -  -4,426,969.364 (meters)                     COMP
 DG9061  Z           -   4,574,559.612 (meters)                     COMP
 DG9061  LAPLACE CORR-          -6.54  (seconds)                    DEFLEC99
 DG9061  ELLIP HEIGHT-         298.20  (meters)          (01/24/05) GPS OBS
 DG9061  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 DG9061
 DG9061  HORZ ORDER  -  FIRST
 DG9061  ELLP ORDER  -  FOURTH    CLASS I
 DG9061
 DG9061.The horizontal coordinates were established by GPS observations
 DG9061.and adjusted by the WOOLPERT CONSULTANTS in January 2005..
 DG9061
 DG9061.The orthometric height was determined by GPS observations and a
 DG9061.high-resolution geoid model.
 DG9061
 DG9061.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9061
 DG9061.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9061
 DG9061.The ellipsoidal height was determined by GPS observations
 DG9061.and is referenced to NAD 83.
 DG9061
 DG9061.The geoid height was determined by GEOID03.
 DG9061
 DG9061;                    North         East     Units Scale Factor Converg.
 DG9061;SPC WI N     -   107,256.502   463,057.705   MT  0.99994572   -1 16 41.4
 DG9061;SPC WI N     -   351,890.71  1,519,215.15   sFT  0.99994572   -1 16 41.4
 DG9061;UTM  15      - 5,107,885.201   594,896.296   MT  0.99971070   +0 53 07.0
 DG9061
 DG9061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9061!SPC WI N     -   0.99995325  x   0.99994572  =   0.99989898
 DG9061!UTM  15      -   0.99995325  x   0.99971070  =   0.99966397
 DG9061
 DG9061                          SUPERSEDED SURVEY CONTROL
 DG9061
 DG9061.No superseded survey control is available for this station.
 DG9061
 DG9061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM9489607885(NAD 83)
 DG9061_MARKER: DD = SURVEY DISK
 DG9061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9061_STAMPING: 3565 FROG CREEK 2004
 DG9061_MARK LOGO: WI-129
 DG9061_PROJECTION: FLUSH
 DG9061_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG9061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9061+STABILITY: SURFACE MOTION
 DG9061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9061+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2004
 DG9061
 DG9061  HISTORY     - Date     Condition        Report By
 DG9061  HISTORY     - UNK      MONUMENTED       WI-129
 DG9061  HISTORY     - 20041206 GOOD             WOOLPT
 DG9061
 DG9061                          STATION DESCRIPTION
 DG9061
 DG9061'DESCRIBED BY WOOLPERT CONSULTANTS 2004 (BJM)
 DG9061'THE STATION IS LOCATED APPROXIMATELY 1.9 MI (3.0 KM) NORTHEAST OF
 DG9061'MINONG, 3.7 MI (6.0 KM) SOUTHWEST OF WASCOTT, AND 3.1 MI (5.0 KM) WEST
 DG9061'OF CHITTAMO.
 DG9061' 
 DG9061'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 77 AND
 DG9061'INTERSTATE HIGHWAY 53, GO EAST ON STATE HIGHWAY 77 3.0 MI (4.8 KM) TO
 DG9061'FROG CREEK ROAD. TURN LEFT AND GO NORTH, THEN EAST ON FROG CREEK ROAD
 DG9061'1.0 MI (1.6 KM) TO ART JOHNSON ROAD. THE STATION IS SOUTH OF FROG
 DG9061'CREEK ROAD AT THE ART JOHNSON ROAD INTERSECTION. THE STATION IS A
 DG9061'4-INCH DIAMETER BRASS CAP STAMPED --3565 FROG CREEK 2004-- SET IN THE
 DG9061'TOP OF AN 18-INCH CONCRETE MONUMENT AND FLUSH WITH GROUND.
 DG9061' 
 DG9061'THE STATION IS 25 FT (7.62 M) SOUTH OF THE CENTERLINE OF FROG CREEK
 DG9061'ROAD, 5.0 FT (1.5 M) WEST OF THE CENTERLINE OF ART JOHNSON ROAD, 4.7
 DG9061'FT (1.4 M) SOUTH OF A WHITE CARSONITE WITNESS POST, 4.4 FT (1.3 FT)
 DG9061'WEST OF A WHITE CARSONITE WITNESS POST, 3.0 FT (0.9 M) EAST OF A STEEL
 DG9061'T-POST WITH A COUNTY SURVEYOR SURVEY MARKER PLAQUE ATTACHED TO IT, AND
 DG9061'6.0 FT (1.8 M) NORTH OF A RAIL ROAD TIE USED AS A FENCE POST WITH A
 DG9061'COUNTY SURVEYOR SURVEY MARKER PLAQUE ATTACHED TO IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0737 ***********************************************************************
 QM0737  DESIGNATION -  FROMM
 QM0737  PID         -  QM0737
 QM0737  STATE/COUNTY-  WI/LINCOLN
 QM0737  USGS QUAD   -  FROMM LOOKOUT TOWER (1978)
 QM0737
 QM0737                         *CURRENT SURVEY CONTROL
 QM0737  ___________________________________________________________________
 QM0737* NAD 83(1991)-  45 07 52.38917(N)    089 55 13.56484(W)     ADJUSTED  
 QM0737* NAVD 88     -       450.     (meters)    1476.     (feet)  SCALED    
 QM0737  ___________________________________________________________________
 QM0737  LAPLACE CORR-          -7.78  (seconds)                    DEFLEC99
 QM0737  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 QM0737
 QM0737  HORZ ORDER  -  FIRST
 QM0737
 QM0737.The horizontal coordinates were established by classical geodetic methods
 QM0737.and adjusted by the National Geodetic Survey in November 1991..
 QM0737
 QM0737.The orthometric height was scaled from a topographic map.
 QM0737
 QM0737.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0737
 QM0737.The geoid height was determined by GEOID03.
 QM0737
 QM0737;                    North         East     Units Scale Factor Converg.
 QM0737;SPC WI C     -   144,224.192   606,258.828   MT  0.99995060   +0 03 22.1
 QM0737;SPC WI C     -   473,175.54  1,989,034.17   sFT  0.99995060   +0 03 22.1
 QM0737;UTM  16      - 5,001,677.137   270,351.389   MT  1.00024851   -2 04 14.5
 QM0737;UTM  15      - 5,002,141.913   742,161.817   MT  1.00032112   +2 11 01.0
 QM0737
 QM0737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0737!SPC WI C     -   0.99993462  x   0.99995060  =   0.99988522
 QM0737!UTM  16      -   0.99993462  x   1.00024851  =   1.00018311
 QM0737!UTM  15      -   0.99993462  x   1.00032112  =   1.00025572
 QM0737
 QM0737:                Primary Azimuth Mark                     Grid Az
 QM0737:SPC WI C     -  FROMM AZ MK                              001 36 34.5
 QM0737:UTM  16      -  FROMM AZ MK                              003 44 11.1
 QM0737:UTM  15      -  FROMM AZ MK                              359 28 55.6
 QM0737
 QM0737|---------------------------------------------------------------------|
 QM0737| PID    Reference Object                     Distance      Geod. Az  |
 QM0737|                                                           dddmmss.s |
 QM0737| CJ4987 FROMM AZ MK                                        0013956.6 |
 QM0737| QM0719 ROCK FALLS LOOKOUT TOWER            APPROX.28.0 KM 0351755.9 |
 QM0737| CJ4988 FROMM RM 1                           31.346 METERS 12908     |
 QM0737| QM0733 HAMBURG FROMM FOX FARM TANK         APPROX. 5.4 KM 1413648.9 |
 QM0737| QM0738 FROMM 1952 RM 2                      26.909 METERS 21816     |
 QM0737|---------------------------------------------------------------------|
 QM0737
 QM0737                          SUPERSEDED SURVEY CONTROL
 QM0737
 QM0737  NAD 83(1986)-  45 07 52.38704(N)    089 55 13.56980(W) AD(       ) 1
 QM0737  NAD 27      -  45 07 52.50500(N)    089 55 13.09500(W) AD(       ) 1
 QM0737
 QM0737.Superseded values are not recommended for survey control.
 QM0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0737.See file dsdata.txt to determine how the superseded data were derived.
 QM0737
 QM0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR7035101677(NAD 83)
 QM0737_MARKER: DS = TRIANGULATION STATION DISK
 QM0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0737
 QM0737  HISTORY     - Date     Condition        Report By
 QM0737  HISTORY     - 1952     MONUMENTED       CGS
 QM0737
 QM0737                          STATION DESCRIPTION
 QM0737
 QM0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QM0737'THE STATION IS LOCATED ABOUT 12 MILES SOUTHWEST OF MERRILL,
 QM0737'9.5 MILES NORTHEAST OF ATHENS AND 3.5 MILES NORTHWEST OF
 QM0737'HAMBURG AT THE FROMM LOOKOUT TOWER THAT IS LOCATED ON WOODED LAND
 QM0737'OWNED BY THE FROMM BROTHERS.
 QM0737'
 QM0737'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51
 QM0737'AND STATE HIGHWAY 64 IN THE SOUTH EDGE OF MERRILL, GO WESTERLY
 QM0737'ON STATE HIGHWAY 64 FOR 13.5 MILES TO A CROSSROADS.  TURN LEFT
 QM0737'ON A GRAVEL ROAD AND GO SOUTH 0.7 MILES TO THE AZIMUTH MARK
 QM0737'ON THE LEFT AS DESCRIBED BELOW.  CONTINUE SOUTH 0.5 MILE TO THE
 QM0737'LOOKOUT TOWER AND THE STATION ON THE RIGHT.
 QM0737'
 QM0737'THE STATION MARK IS STAMPED FROMM 1952.  IT IS A STANDARD
 QM0737'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND IS
 QM0737'SET 88 FEET NORTHEAST OF THE CENTER OF THE FROMM LOOKOUT TOWER,
 QM0737'50 FEET EAST OF THE EAST EDGE OF A RED BARN AND 21 FEET WEST
 QM0737'OF A HIGH WIRE FENCE.
 QM0737'
 QM0737'REFERENCE MARK 1 IS STAMPED FROMM NO 1 1952.  IT IS A STANDARD
 QM0737'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND
 QM0737'IS SET ON THE OPPOSITE SIDE OF A GRAVEL ROAD FROM THE STATION
 QM0737'MARK, 21 FEET EAST OF THE CENTERLINE OF THE GRAVEL ROAD AND
 QM0737'3 FEET NORTH OF A TELEPHONE POLE.
 QM0737'
 QM0737'REFERENCE MARK 2 IS STAMPED FROMM NO 2 1952.  IT IS A STANDARD
 QM0737'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND IS
 QM0737'SET UNDERNEATH THE CENTER OF THE FROMM LOOKOUT TOWER.
 QM0737'
 QM0737'THE AZIMUTH MARK IS STAMPED FROMM 1952.  IT IS A STANDARD
 QM0737'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND IS SET
 QM0737'30 FEET EAST OF THE CENTERLINE OF A GRAVEL ROAD, 10 FEET EAST
 QM0737'OF A FENCE CORNER AND 1 FOOT SOUTH OF A WIRE FENCE.
 QM0737'
 QM0737'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0738 ***********************************************************************
 QM0738  DESIGNATION -  FROMM 1952 RM 2
 QM0738  PID         -  QM0738
 QM0738  STATE/COUNTY-  WI/LINCOLN
 QM0738  USGS QUAD   -  FROMM LOOKOUT TOWER (1978)
 QM0738
 QM0738                         *CURRENT SURVEY CONTROL
 QM0738  ___________________________________________________________________
 QM0738* NAD 83(1991)-  45 07 51.70476(N)    089 55 14.32746(W)     ADJUSTED  
 QM0738* NAVD 88     -       450.     (meters)    1476.     (feet)  SCALED    
 QM0738  ___________________________________________________________________
 QM0738  LAPLACE CORR-          -7.78  (seconds)                    DEFLEC99
 QM0738  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 QM0738
 QM0738  HORZ ORDER  -  SECOND
 QM0738
 QM0738.The horizontal coordinates were established by classical geodetic methods
 QM0738.and adjusted by the National Geodetic Survey in November 1991..
 QM0738
 QM0738.The orthometric height was scaled from a topographic map.
 QM0738
 QM0738.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0738
 QM0738.The geoid height was determined by GEOID03.
 QM0738
 QM0738;                    North         East     Units Scale Factor Converg.
 QM0738;SPC WI C     -   144,203.048   606,242.185   MT  0.99995058   +0 03 21.6
 QM0738;SPC WI C     -   473,106.17  1,988,979.57   sFT  0.99995058   +0 03 21.6
 QM0738;UTM  16      - 5,001,656.620   270,333.968   MT  1.00024861   -2 04 15.0
 QM0738;UTM  15      - 5,002,120.159   742,145.965   MT  1.00032103   +2 11 00.5
 QM0738
 QM0738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0738!SPC WI C     -   0.99993462  x   0.99995058  =   0.99988520
 QM0738!UTM  16      -   0.99993462  x   1.00024861  =   1.00018321
 QM0738!UTM  15      -   0.99993462  x   1.00032103  =   1.00025563
 QM0738
 QM0738                          SUPERSEDED SURVEY CONTROL
 QM0738
 QM0738  NAD 83(1986)-  45 07 51.70249(N)    089 55 14.33259(W) AD(       ) 2
 QM0738  NAD 27      -  45 07 51.82100(N)    089 55 13.85800(W) AD(       ) 2
 QM0738
 QM0738.Superseded values are not recommended for survey control.
 QM0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0738.See file dsdata.txt to determine how the superseded data were derived.
 QM0738
 QM0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR7033401657(NAD 83)
 QM0738_MARKER: 57 = LOOKOUT TOWER
 QM0738
 QM0738  HISTORY     - Date     Condition        Report By
 QM0738  HISTORY     - 1952     FIRST OBSERVED   CGS
 QM0738
 QM0738                          STATION DESCRIPTION
 QM0738
 QM0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 QM0738'STATION FROMM IS LOCATED ABOUT 12 MILES SOUTHWEST OF MERRILL,
 QM0738'9.5 MILES NORTHEAST OF ATHENS AND 3.5 MILES NORTHWEST OF
 QM0738'HAMBURG AT THE FROMM LOOKOUT TOWER THAT IS LOCATED ON WOODED LAND
 QM0738'OWNED BY THE FROMM BROTHERS.
 QM0738'
 QM0738'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51
 QM0738'AND STATE HIGHWAY 64 IN THE SOUTH EDGE OF MERRILL, GO WESTERLY
 QM0738'ON STATE HIGHWAY 64 FOR 13.5 MILES TO A CROSSROADS.
 QM0738'CONTINUE SOUTH 0.5 MILE TO THE
 QM0738'LOOKOUT TOWER AND STATION FROMM ON THE RIGHT.
 QM0738'
 QM0738'REFERENCE MARK 2 IS STAMPED FROMM NO 2 1952.  IT IS A STANDARD
 QM0738'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND IS
 QM0738'SET UNDERNEATH THE CENTER OF THE FROMM LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0732 ***********************************************************************
 QM0732  DESIGNATION -  FROMM FOX FARM TANK
 QM0732  PID         -  QM0732
 QM0732  STATE/COUNTY-  WI/MARATHON
 QM0732  USGS QUAD   -  HAMBURG (1978)
 QM0732
 QM0732                         *CURRENT SURVEY CONTROL
 QM0732  ___________________________________________________________________
 QM0732* NAD 83(1991)-  45 05 38.06603(N)    089 52 44.11931(W)     ADJUSTED  
 QM0732* NAVD 88     -                                                        
 QM0732  ___________________________________________________________________
 QM0732  LAPLACE CORR-          -7.06  (seconds)                    DEFLEC99
 QM0732  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 QM0732
 QM0732  HORZ ORDER  -  THIRD
 QM0732
 QM0732.The horizontal coordinates were established by classical geodetic methods
 QM0732.and adjusted by the National Geodetic Survey in November 1991..
 QM0732
 QM0732
 QM0732.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0732
 QM0732.The geoid height was determined by GEOID03.
 QM0732
 QM0732;                    North         East     Units Scale Factor Converg.
 QM0732;SPC WI C     -   140,081.812   609,530.508   MT  0.99994791   +0 05 07.5
 QM0732;SPC WI C     -   459,585.08  1,999,768.01   sFT  0.99994791   +0 05 07.5
 QM0732;UTM  16      - 4,997,414.997   273,468.046   MT  1.00023103   -2 02 23.7
 QM0732
 QM0732                          SUPERSEDED SURVEY CONTROL
 QM0732
 QM0732  NAD 83(1986)-  45 05 38.06652(N)    089 52 44.12561(W) AD(       ) 4
 QM0732  NAD 27      -  45 05 38.19000(N)    089 52 43.66000(W) AD(       ) 3
 QM0732
 QM0732.Superseded values are not recommended for survey control.
 QM0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0732.See file dsdata.txt to determine how the superseded data were derived.
 QM0732
 QM0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7346897415(NAD 83)
 QM0732_MARKER: 51 = TANK
 QM0732
 QM0732  HISTORY     - Date     Condition        Report By
 QM0732  HISTORY     - 1934     FIRST OBSERVED   CGS
 QM0732  HISTORY     - 1943     GOOD             CGS
 QM0732  HISTORY     - 20011006 POOR             USPSQD
 QM0732
 QM0732                          STATION DESCRIPTION
 QM0732
 QM0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QM0732'THIS STATION IS THE CENTER OF THE SMALL WATER TANK AT THE
 QM0732'FROMM FOX FARM.  NO OTHER INFORMATION IS AVAILABLE ON THIS
 QM0732'STATION.
 QM0732
 QM0732                          STATION RECOVERY (1943)
 QM0732
 QM0732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RJB)
 QM0732'STATION IS LOCATED IN NW 1/4 SEC. 22 T 30 N, R 5 E.
 QM0732
 QM0732                          STATION RECOVERY (2001)
 QM0732
 QM0732'RECOVERY NOTE BY US POWER SQUADRON 2001 (DS)
 QM0732'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0753 ***********************************************************************
 ON0753  DESIGNATION -  FRUGLE
 ON0753  PID         -  ON0753
 ON0753  STATE/COUNTY-  WI/LA CROSSE
 ON0753  USGS QUAD   -  LA CROSSE (1993)
 ON0753
 ON0753                         *CURRENT SURVEY CONTROL
 ON0753  ___________________________________________________________________
 ON0753* NAD 83(1991)-  43 51 31.22994(N)    091 12 31.58542(W)     ADJUSTED  
 ON0753* NAVD 88     -       200.     (meters)     656.     (feet)  SCALED    
 ON0753  ___________________________________________________________________
 ON0753  LAPLACE CORR-          -7.17  (seconds)                    DEFLEC99
 ON0753  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 ON0753
 ON0753  HORZ ORDER  -  FIRST
 ON0753
 ON0753.The horizontal coordinates were established by classical geodetic methods
 ON0753.and adjusted by the National Geodetic Survey in March 1999..
 ON0753
 ON0753.The orthometric height was scaled from a topographic map.
 ON0753
 ON0753.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0753
 ON0753.The geoid height was determined by GEOID03.
 ON0753
 ON0753;                    North         East     Units Scale Factor Converg.
 ON0753;SPC WI S     -   207,189.054   502,825.892   MT  0.99996438   -0 49 50.0
 ON0753;SPC WI S     -   679,752.75  1,649,687.95   sFT  0.99996438   -0 49 50.0
 ON0753;UTM  15      - 4,857,735.734   643,951.390   MT  0.99985487   +1 14 28.8
 ON0753
 ON0753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0753!SPC WI S     -   0.99997363  x   0.99996438  =   0.99993801
 ON0753!UTM  15      -   0.99997363  x   0.99985487  =   0.99982850
 ON0753
 ON0753:                Primary Azimuth Mark                     Grid Az
 ON0753:SPC WI S     -  FUDGE                                    075 25 28.2
 ON0753:UTM  15      -  FUDGE                                    073 21 09.4
 ON0753
 ON0753|---------------------------------------------------------------------|
 ON0753| PID    Reference Object                     Distance      Geod. Az  |
 ON0753|                                                           dddmmss.s |
 ON0753| ON0755 FUDGE                               APPROX. 1.1 KM 0743538.2 |
 ON0753|---------------------------------------------------------------------|
 ON0753
 ON0753                          SUPERSEDED SURVEY CONTROL
 ON0753
 ON0753  NAD 83(1991)-  43 51 31.22796(N)    091 12 31.58563(W) AD(       ) 1
 ON0753  NAD 83(1986)-  43 51 31.22309(N)    091 12 31.58999(W) AD(       ) 1
 ON0753  NAD 27      -  43 51 31.34900(N)    091 12 31.10100(W) AD(       ) 1
 ON0753
 ON0753.Superseded values are not recommended for survey control.
 ON0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0753.See file dsdata.txt to determine how the superseded data were derived.
 ON0753
 ON0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ4395157736(NAD 83)
 ON0753_MARKER: DS = TRIANGULATION STATION DISK
 ON0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0753_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ON0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0753+STABILITY: SURFACE MOTION
 ON0753
 ON0753  HISTORY     - Date     Condition        Report By
 ON0753  HISTORY     - 1926     MONUMENTED       CGS
 ON0753  HISTORY     - 1930     GOOD             CGS
 ON0753  HISTORY     - 1956     GOOD             CGS
 ON0753  HISTORY     - 1964     MARK NOT FOUND   USGS
 ON0753  HISTORY     - 1965     GOOD             CGS
 ON0753
 ON0753                          STATION DESCRIPTION
 ON0753
 ON0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 ON0753'STATION IS ON CURVE ABOUT 2.7 MILES E OF THE DEPOT AT NORTH
 ON0753'LA CROSSE, ON TANGENT OF S RAIL OF S TRACK FROM THE W AND
 ON0753'OFFSET 6.06 METERS S OF THE TANGENT OF THE S RAIL OF THE
 ON0753'N TRACK FROM THE E, 385 METERS W OF THE CHICAGO AND NORTH
 ON0753'WESTERN CROSSING.
 ON0753'
 ON0753'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 ON0753'IN CONCRETE.
 ON0753
 ON0753                          STATION RECOVERY (1930)
 ON0753
 ON0753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 ON0753'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 ON0753'ADEQUATE.
 ON0753
 ON0753                          STATION RECOVERY (1956)
 ON0753
 ON0753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RER)
 ON0753'RECOVERED AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 ON0753
 ON0753                          STATION RECOVERY (1964)
 ON0753
 ON0753'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 ON0753'STATION LOST.  FALLS IN LARGE SLUSH PIT.  UNDOUBTEDLY DESTROYED.
 ON0753'
 ON0753'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.7 MILES
 ON0753'EAST OF DEPOT AT NORTH LA CROSSE.
 ON0753
 ON0753                          STATION RECOVERY (1965)
 ON0753
 ON0753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WEB)
 ON0753'RECOVERED AS DESCRIBED IN GOOD CONDITION.  ADDITIONAL
 ON0753'DESCRIPTION--MARK IS NOW IN AN INDUSTRIAL WASTE DISPOSAL
 ON0753'AREA AND ABOUT FIVE FEET BELOW THE SURFACE.  THE MARK IS
 ON0753'COVERED BY A 50 GAL. OIL DRUM AND MARKED AT THE SURFACE BY
 ON0753'A WITNESS POST.  38 FT NW OF NORTH RAIL, 246 FT NE OF RR
 ON0753'SWITCH STAND AND 2 FT N OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0175 ***********************************************************************
 ON0175  DESIGNATION -  FRY
 ON0175  PID         -  ON0175
 ON0175  STATE/COUNTY-  WI/LA CROSSE
 ON0175  USGS QUAD   -  WEST SALEM (1993)
 ON0175
 ON0175                         *CURRENT SURVEY CONTROL
 ON0175  ___________________________________________________________________
 ON0175* NAD 83(1991)-  43 53 25.06696(N)    091 06 16.75484(W)     ADJUSTED  
 ON0175* NAVD 88     -       217.351  (meters)     713.09   (feet)  ADJUSTED  
 ON0175  ___________________________________________________________________
 ON0175  LAPLACE CORR-          -7.56  (seconds)                    DEFLEC99
 ON0175  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 ON0175  DYNAMIC HT  -         217.309 (meters)     712.95  (feet)  COMP
 ON0175  MODELED GRAV-     980,425.1   (mgal)                       NAVD 88
 ON0175
 ON0175  HORZ ORDER  -  FIRST
 ON0175  VERT ORDER  -  FIRST     CLASS II
 ON0175
 ON0175.The horizontal coordinates were established by classical geodetic methods
 ON0175.and adjusted by the National Geodetic Survey in March 1999..
 ON0175
 ON0175.The orthometric height was determined by differential leveling
 ON0175.and adjusted by the National Geodetic Survey in June 1991..
 ON0175
 ON0175.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0175
 ON0175.The geoid height was determined by GEOID03.
 ON0175
 ON0175.The dynamic height is computed by dividing the NAVD 88
 ON0175.geopotential number by the normal gravity value computed on the
 ON0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0175.degrees latitude (g = 980.6199 gals.).
 ON0175
 ON0175.The modeled gravity was interpolated from observed gravity values.
 ON0175
 ON0175;                    North         East     Units Scale Factor Converg.
 ON0175;SPC WI S     -   210,585.966   511,242.163   MT  0.99996894   -0 45 32.4
 ON0175;SPC WI S     -   690,897.46  1,677,300.33   sFT  0.99996894   -0 45 32.4
 ON0175;UTM  15      - 4,861,434.442   652,238.503   MT  0.99988506   +1 18 51.3
 ON0175
 ON0175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0175!SPC WI S     -   0.99997096  x   0.99996894  =   0.99993990
 ON0175!UTM  15      -   0.99997096  x   0.99988506  =   0.99985602
 ON0175
 ON0175:                Primary Azimuth Mark                     Grid Az
 ON0175:SPC WI S     -  SALEM                                    070 29 33.9
 ON0175:UTM  15      -  SALEM                                    068 25 10.2
 ON0175
 ON0175|---------------------------------------------------------------------|
 ON0175| PID    Reference Object                     Distance      Geod. Az  |
 ON0175|                                                           dddmmss.s |
 ON0175| ON0741 SALEM                               APPROX. 1.5 KM 0694401.5 |
 ON0175|---------------------------------------------------------------------|
 ON0175
 ON0175                          SUPERSEDED SURVEY CONTROL
 ON0175
 ON0175  NAD 83(1991)-  43 53 25.06476(N)    091 06 16.75482(W) AD(       ) 1
 ON0175  NAD 83(1986)-  43 53 25.06195(N)    091 06 16.76058(W) AD(       ) 1
 ON0175  NAD 27      -  43 53 25.18700(N)    091 06 16.27000(W) AD(       ) 1
 ON0175  NGVD 29 (??/??/92)  217.365  (m)          713.14   (f) ADJ UNCH    1 2
 ON0175
 ON0175.Superseded values are not recommended for survey control.
 ON0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0175.See file dsdata.txt to determine how the superseded data were derived.
 ON0175
 ON0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ5223961434(NAD 83)
 ON0175_MARKER: DB = BENCH MARK DISK
 ON0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0175_STAMPING: 713.138 FRY 1930
 ON0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0175+STABILITY: SURFACE MOTION
 ON0175
 ON0175  HISTORY     - Date     Condition        Report By
 ON0175  HISTORY     - 1926     MONUMENTED       CGS
 ON0175  HISTORY     - 1930     GOOD             CGS
 ON0175  HISTORY     - 1930     GOOD             NGS
 ON0175  HISTORY     - 1962     MARK NOT FOUND   USGS
 ON0175  HISTORY     - 1985     MARK NOT FOUND   NGS
 ON0175
 ON0175                          STATION DESCRIPTION
 ON0175
 ON0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 ON0175'STATION IS ON CURVE APPROXIMATELY 1.2 MILES W OF THE DEPOT
 ON0175'AT WEST SALEM, 338 METERS W OF HIGHWAY 29 BRIDGE CROSSING,
 ON0175'AT POINT OF INTERSECTION OF THE TANGENTS OF THE S RAIL OF THE
 ON0175'S TRACK FROM THE E AND THE N RAIL OF THE N TRACK FROM THE
 ON0175'W, 29.0 FEET N OF N RAIL.
 ON0175'
 ON0175'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS
 ON0175'SET IN CONCRETE.
 ON0175
 ON0175                          STATION RECOVERY (1930)
 ON0175
 ON0175'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 ON0175'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 ON0175'ADEQUATE.
 ON0175
 ON0175                          STATION RECOVERY (1930)
 ON0175
 ON0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1930
 ON0175'1.2 MI W FROM WEST SALEM.
 ON0175'ABOUT 1.2 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 ON0175'AND PACIFIC RAILROAD FROM THE STATION AT WEST SALEM, LA CROSSE
 ON0175'COUNTY, ABOUT 0.2 MILE WEST OF AN OVERHEAD HIGHWAY CROSSING,
 ON0175'AT A CURVE, AT THE INTERSECTION OF THE LINES DEFINED BY THE
 ON0175'SOUTH RAIL OF THE EAST TANGENT OF THE SOUTH TRACK AND THE NORTH
 ON0175'RAIL OF THE WEST TANGENT OF THE NORTH TRACK, AND 29 FEET NORTH OF
 ON0175'THE NORTH RAIL.  A STANDARD TRAVERSE-STATION DISK, STAMPED 713.138
 ON0175'FRY 1930 AND SET IN THE TOP OF A CONCRETE POST.
 ON0175
 ON0175                          STATION RECOVERY (1962)
 ON0175
 ON0175'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 ON0175'MARK NOT FOUND.
 ON0175
 ON0175                          STATION RECOVERY (1985)
 ON0175
 ON0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ON0175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0870 ***********************************************************************
 PN0870  DESIGNATION -  FT HOWARD USLS 1872
 PN0870  PID         -  PN0870
 PN0870  STATE/COUNTY-  WI/BROWN
 PN0870  USGS QUAD   -  GREEN BAY WEST (1992)
 PN0870
 PN0870                         *CURRENT SURVEY CONTROL
 PN0870  ___________________________________________________________________
 PN0870* NAD 83(1991)-  44 30 30.19295(N)    088 02 33.82284(W)     ADJUSTED  
 PN0870* NAVD 88     -       184.     (meters)     604.     (feet)  SCALED    
 PN0870  ___________________________________________________________________
 PN0870  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 PN0870  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 PN0870
 PN0870  HORZ ORDER  -  FIRST
 PN0870
 PN0870.The horizontal coordinates were established by classical geodetic methods
 PN0870.and adjusted by the National Geodetic Survey in November 1991..
 PN0870
 PN0870.The orthometric height was scaled from a topographic map.
 PN0870
 PN0870.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0870
 PN0870.The geoid height was determined by GEOID03.
 PN0870
 PN0870;                    North         East     Units Scale Factor Converg.
 PN0870;SPC WI C     -    76,886.113   755,617.514   MT  0.99996119   +1 22 51.6
 PN0870;SPC WI C     -   252,250.52  2,479,055.13   sFT  0.99996119   +1 22 51.6
 PN0870;UTM  16      - 4,928,869.510   417,117.223   MT  0.99968448   -0 43 51.6
 PN0870
 PN0870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0870!SPC WI C     -   0.99997683  x   0.99996119  =   0.99993802
 PN0870!UTM  16      -   0.99997683  x   0.99968448  =   0.99966132
 PN0870
 PN0870:                Primary Azimuth Mark                     Grid Az
 PN0870:SPC WI C     -  LITTLE TAIL USLS 1873                    010 33 17.6
 PN0870:UTM  16      -  LITTLE TAIL USLS 1873                    012 40 00.8
 PN0870
 PN0870|---------------------------------------------------------------------|
 PN0870| PID    Reference Object                     Distance      Geod. Az  |
 PN0870|                                                           dddmmss.s |
 PN0870| PM0546 LITTLE TAIL USLS 1873               APPROX.20.3 KM 0115609.2 |
 PN0870|---------------------------------------------------------------------|
 PN0870
 PN0870                          SUPERSEDED SURVEY CONTROL
 PN0870
 PN0870  NAD 83(1986)-  44 30 30.18417(N)    088 02 33.80988(W) AD(       ) 1
 PN0870  NAD 27      -  44 30 30.21300(N)    088 02 33.43600(W) AD(       ) 1
 PN0870
 PN0870.Superseded values are not recommended for survey control.
 PN0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0870.See file dsdata.txt to determine how the superseded data were derived.
 PN0870
 PN0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1711728870(NAD 83)
 PN0870
 PN0870  HISTORY     - Date     Condition        Report By
 PN0870  HISTORY     - 1872     MONUMENTED       CGS
 PN0870  HISTORY     - 1921     SEE DESCRIPTION  CGS
 PN0870
 PN0870                          STATION DESCRIPTION
 PN0870
 PN0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1872
 PN0870'THIS STATION IS SITUATED IN THE TOWN OF FORT HOWARD, WISCONSIN,
 PN0870'ON WHAT IS CALLED PRIVATE CLAIM NO. 8 WEST SIDE FOX RIVER.  THE
 PN0870'HEIGHT OF STATION USED WAS 75 FEET.  THE GEODETIC POINT IS
 PN0870'MARKED BY A STONE OF THE USUAL FORM, SET SO THAT ITS UPPER END
 PN0870'IS 4 FEET BELOW THE SURFACE OF THE GROUND.  DIRECTLY OVER THIS
 PN0870'STONE IS SET ANOTHER, RISING 4 INCHES ABOVE THE LEVEL OF THE
 PN0870'GROUND.  TWO REFERENCE STONES ARE SET ON THE NORTH SIDE OF THE
 PN0870'ROAD TO THE SOUTH OF THE STATION.  THE ONE FARTHEST EAST BEARS
 PN0870'SOUTH 16 DEG 26 MIN EAST, AND IS 202.94 METERS DISTANT FROM
 PN0870'THE GEODETIC POINT.  THE WESTERLY STONE BEARS SOUTH 57 DEG 05
 PN0870'MIN WEST, AND IS 152.44 METERS DISTANT FROM THE GEODETIC
 PN0870'POINT.  (PROFESSIONAL PAPERS NO. 24).
 PN0870
 PN0870                          STATION RECOVERY (1921)
 PN0870
 PN0870'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921 (CLG)
 PN0870'SURFACE STATION MARK AND REFERENCE MARKS RECOVERED AS DESCRIBED.
 PN0870'
 PN0870'DESCRIPTION SHOULD READ--ABOUT 160 METERS NORTHEAST OF NINTH
 PN0870'STREET, 13.4 METERS SOUHTEAST OF FOURTEENTH AVENUE, 98 METERS
 PN0870'NORTHWEST OF THIRTEENTH AVENUE, ON THE WEST SIDE OF FOX RIVER
 PN0870'IN THAT PART OF GREEN BAY FORMERLY KNOWN AS FORT HOWARD.  BOTH
 PN0870'REFERENCE MARKS ARE NEAR THE NORTH SIDEWALK OF NINTH STREET, THE
 PN0870'WEST REFERENCE MARK BEING 0.56 METER FROM THE EDGE OF THE
 PN0870'SIDEWALK TOWARD THE CENTER OF THE STREET AND 9.78 METERS
 PN0870'SOUTHEAST OF THE CENTER OF FOURTEENTH AVENUE.  THE EAST REFERENCE
 PN0870'MARK BEING 0.31 METER TO THE NORTH OF THE NORTH EDGE OF THE
 PN0870'SIDEWALK AND 28.1 METERS SOUTHEAST OF THE CENTER OF THIRTEENTH
 PN0870'AVENUE.  THE EAST REFERENCE MARK IS ALSO IN THE SAME CORNER
 PN0870'OF THE STREET AS A SMALL CATHOLIC CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0756 ***********************************************************************
 ON0756  DESIGNATION -  FUDDLE
 ON0756  PID         -  ON0756
 ON0756  STATE/COUNTY-  WI/LA CROSSE
 ON0756  USGS QUAD   -  LA CROSSE (1993)
 ON0756
 ON0756                         *CURRENT SURVEY CONTROL
 ON0756  ___________________________________________________________________
 ON0756* NAD 83(1991)-  43 51 19.10525(N)    091 10 05.45099(W)     ADJUSTED  
 ON0756* NAVD 88     -       312.     (meters)    1024.     (feet)  SCALED    
 ON0756  ___________________________________________________________________
 ON0756  LAPLACE CORR-          -7.60  (seconds)                    DEFLEC99
 ON0756  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 ON0756
 ON0756  HORZ ORDER  -  FIRST
 ON0756
 ON0756.The horizontal coordinates were established by classical geodetic methods
 ON0756.and adjusted by the National Geodetic Survey in March 1999..
 ON0756
 ON0756.The orthometric height was scaled from a topographic map.
 ON0756
 ON0756.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0756
 ON0756.The geoid height was determined by GEOID03.
 ON0756
 ON0756;                    North         East     Units Scale Factor Converg.
 ON0756;SPC WI S     -   206,768.381   506,083.722   MT  0.99996392   -0 48 09.6
 ON0756;SPC WI S     -   678,372.60  1,660,376.34   sFT  0.99996392   -0 48 09.6
 ON0756;UTM  15      - 4,857,433.153   647,221.962   MT  0.99986659   +1 16 09.8
 ON0756
 ON0756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0756!SPC WI S     -   0.99995609  x   0.99996392  =   0.99992001
 ON0756!UTM  15      -   0.99995609  x   0.99986659  =   0.99982268
 ON0756
 ON0756|---------------------------------------------------------------------|
 ON0756| PID    Reference Object                     Distance      Geod. Az  |
 ON0756|                                                           dddmmss.s |
 ON0756| CI6371 FUDDLE RM 2                                        09000     |
 ON0756| CI6370 FUDDLE RM 1                                        20116     |
 ON0756| ON0755 FUDGE                               APPROX. 2.3 KM 2870109.9 |
 ON0756|---------------------------------------------------------------------|
 ON0756
 ON0756                          SUPERSEDED SURVEY CONTROL
 ON0756
 ON0756  NAD 83(1991)-  43 51 19.10318(N)    091 10 05.45119(W) AD(       ) 1
 ON0756  NAD 83(1986)-  43 51 19.09907(N)    091 10 05.45530(W) AD(       ) 1
 ON0756  NAD 27      -  43 51 19.22300(N)    091 10 04.96700(W) AD(       ) 1
 ON0756
 ON0756.Superseded values are not recommended for survey control.
 ON0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0756.See file dsdata.txt to determine how the superseded data were derived.
 ON0756
 ON0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ4722257433(NAD 83)
 ON0756_MARKER: DS = TRIANGULATION STATION DISK
 ON0756_SETTING: 66 = SET IN ROCK OUTCROP
 ON0756
 ON0756  HISTORY     - Date     Condition        Report By
 ON0756  HISTORY     - 1926     MONUMENTED       CGS
 ON0756  HISTORY     - 1935     MARK NOT FOUND   CGS
 ON0756  HISTORY     - 1970     GOOD             WIDT
 ON0756
 ON0756                          STATION DESCRIPTION
 ON0756
 ON0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 ON0756'STATION IS SITUATED ON THE N SIDE OF A PROMINENT HILL, ABOUT
 ON0756'2 MILES E OF THE CITY LIMITS OF LA CROSSE ON HIGHWAY 29, ON
 ON0756'THE SAME HILL ON WHICH THE LA CROSSE COUNTY STONE CRUSHER
 ON0756'QUARRY IS LOCATED, ABOUT 50 METERS FROM THE HIGHEST PART OF
 ON0756'THE HILL AND 50 FEET LOWER ELEVATION THAN THE TOP, ON A
 ON0756'PROMINENT OUTCROPPING LEDGE, ABOUT 400 METERS FROM THE HIGHWAY.
 ON0756'HILL IS WOODED ABOUT HALFWAY FROM STATION TO HIGHWAY.
 ON0756'
 ON0756'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN
 ON0756'OUTCROPPING BEDROCK.
 ON0756'
 ON0756'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.3 METERS.
 ON0756
 ON0756                          STATION RECOVERY (1935)
 ON0756
 ON0756'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (TRB)
 ON0756'STATION NOT LOCATED.  HIGHWAY NOW NO. 16 INSTEAD OF NO. 29.
 ON0756'LOCATED HILL WITH STONE QUARRY BUT COULD FIND NO OUTCROPPING
 ON0756'OF ROCK ON THE N SIDE OF HILL.  SEARCHED ON ALL OUTCROPPINGS
 ON0756'ON THE HILL BUT DID NOT FIND STATION.  ALL OF THE OUTCROPPINGS
 ON0756'ARE SANDSTONE OR SHALE AND ARE VERY SOFT.  FOUND SEVERAL LARGE
 ON0756'PIECES OF STONE THAT HAD BROKEN OUT OF PLACE IN THE LAST 5
 ON0756'YEARS.  I INQUIRED AROUND TRYING TO FIND SOMEONE WHO MIGHT
 ON0756'KNOW WHERE THE MARKERS WERE PUT BUT COULD FIND NO ONE.  SPENT
 ON0756'ABOUT 8 HOURS TRYING TO LOCATE STATION.
 ON0756
 ON0756                          STATION RECOVERY (1970)
 ON0756
 ON0756'RECOVERY NOTE BY WI DEPT OF TRANSP 1970 (FCG)
 ON0756'REVISE DESCRIPTION AS FOLLOWS--
 ON0756'
 ON0756'STATION IS SITUATED ON THE N SIDE OF A PROMINENT HILL, ABOUT 2
 ON0756'MILES E OF THE CITY LIMITS OF LA CROSSE TO REACH FROM JCT. OF
 ON0756'LOSEY BLVD. AND USH 16 IN LA CROSSE, GO NORTH ON HIGHWAY 16,
 ON0756'2.80 MILES TO JCT. CTH B RT., PROCEED EAST ON B 1.7 MILES TO
 ON0756'ENTRANCE TO GREEN HILLS ADDN..  GO SE ON SCENIC DRIVE 0.5 MILE
 ON0756'TO SHARP CURVE LEFT.  WALK EAST UP HILL 400 FT. TO STATION AND
 ON0756'REFERENCE MARKS ON ROCK OUTCROPPING LEDGE.
 ON0756'
 ON0756'FUDDLE 1926 GOOD.
 ON0756'
 ON0756'FUDDLE NO. 2 GOOD.
 ON0756'
 ON0756'FUDDLE NO. 1 GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0755 ***********************************************************************
 ON0755  DESIGNATION -  FUDGE
 ON0755  PID         -  ON0755
 ON0755  STATE/COUNTY-  WI/LA CROSSE
 ON0755  USGS QUAD   -  LA CROSSE (1993)
 ON0755
 ON0755                         *CURRENT SURVEY CONTROL
 ON0755  ___________________________________________________________________
 ON0755* NAD 83(1991)-  43 51 40.81197(N)    091 11 43.51211(W)     ADJUSTED  
 ON0755* NAVD 88     -       201.     (meters)     659.     (feet)  SCALED    
 ON0755  ___________________________________________________________________
 ON0755  LAPLACE CORR-          -7.40  (seconds)                    DEFLEC99
 ON0755  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 ON0755
 ON0755  HORZ ORDER  -  FIRST
 ON0755
 ON0755.The horizontal coordinates were established by classical geodetic methods
 ON0755.and adjusted by the National Geodetic Survey in March 1999..
 ON0755
 ON0755.The orthometric height was scaled from a topographic map.
 ON0755
 ON0755.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0755
 ON0755.The geoid height was determined by GEOID03.
 ON0755
 ON0755;                    North         East     Units Scale Factor Converg.
 ON0755;SPC WI S     -   207,469.275   503,903.569   MT  0.99996476   -0 49 17.0
 ON0755;SPC WI S     -   680,672.11  1,653,223.63   sFT  0.99996476   -0 49 17.0
 ON0755;UTM  15      - 4,858,054.700   645,018.117   MT  0.99985867   +1 15 02.3
 ON0755
 ON0755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0755!SPC WI S     -   0.99997348  x   0.99996476  =   0.99993824
 ON0755!UTM  15      -   0.99997348  x   0.99985867  =   0.99983215
 ON0755
 ON0755                          SUPERSEDED SURVEY CONTROL
 ON0755
 ON0755  NAD 83(1991)-  43 51 40.80995(N)    091 11 43.51230(W) AD(       ) 1
 ON0755  NAD 83(1986)-  43 51 40.80534(N)    091 11 43.51665(W) AD(       ) 1
 ON0755  NAD 27      -  43 51 40.93100(N)    091 11 43.02800(W) AD(       ) 1
 ON0755
 ON0755.Superseded values are not recommended for survey control.
 ON0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0755.See file dsdata.txt to determine how the superseded data were derived.
 ON0755
 ON0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ4501858055(NAD 83)
 ON0755_MARKER: DS = TRIANGULATION STATION DISK
 ON0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0755_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ON0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0755+STABILITY: SURFACE MOTION
 ON0755
 ON0755  HISTORY     - Date     Condition        Report By
 ON0755  HISTORY     - 1926     MONUMENTED       CGS
 ON0755  HISTORY     - 1935     SEE DESCRIPTION  CGS
 ON0755
 ON0755                          STATION DESCRIPTION
 ON0755
 ON0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 ON0755'STATION IS LOCATED ON CURVE APPROXIMATELY 3.4 MILES E OF THE
 ON0755'DEPOT AT NORTH LA CROSSE, AT POINT OF INTERSECTION OF THE
 ON0755'TANGENTS TO THE N RAIL OF THE N TRACK FROM THE E AND THE S
 ON0755'RAIL OF THE N TRACK FROM THE W, 6.45 FEET S OF S RAIL, 723
 ON0755'METERS E OF THE CHICAGO NORTH WESTERN CROSSING.
 ON0755'
 ON0755'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS
 ON0755'SET IN CONCRETE.
 ON0755
 ON0755                          STATION RECOVERY (1935)
 ON0755
 ON0755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (TRB)
 ON0755'MONUMENT PULLED OUT BY RAILROAD DITCHER AND LAY ABOUT 12 FEET
 ON0755'E OF POINT OF INTERSECTION, WHICH AT THIS POINT IS ABOUT 8 FEET
 ON0755'FROM S RAIL.  DUG AND PROBED WITH ROD AT AND AROUND POINT
 ON0755'OF INTERSECTION BUT COULD NOT LOCATE THE SUBSURFACE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4873 ***********************************************************************
 DG4873  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4873  DESIGNATION -  FULTON C GPS
 DG4873  PID         -  DG4873
 DG4873  STATE/COUNTY-  WI/ROCK
 DG4873  USGS QUAD   -  EDGERTON (1971)
 DG4873
 DG4873                         *CURRENT SURVEY CONTROL
 DG4873  ___________________________________________________________________
 DG4873* NAD 83(1997)-  42 48 12.26172(N)    089 04 33.61922(W)     ADJUSTED  
 DG4873* NAVD 88     -       255.21   (meters)     837.3    (feet)  GPS OBS   
 DG4873  ___________________________________________________________________
 DG4873  X           -      75,582.521 (meters)                     COMP
 DG4873  Y           -  -4,686,373.427 (meters)                     COMP
 DG4873  Z           -   4,311,653.952 (meters)                     COMP
 DG4873  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 DG4873  ELLIP HEIGHT-         221.23  (meters)          (04/02/04) GPS OBS
 DG4873  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 DG4873
 DG4873  HORZ ORDER  -  FIRST
 DG4873  ELLP ORDER  -  FOURTH    CLASS I
 DG4873
 DG4873.The horizontal coordinates were established by GPS observations
 DG4873.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4873
 DG4873.The orthometric height was determined by GPS observations and a
 DG4873.high-resolution geoid model using precise GPS observation and
 DG4873.processing techniques.
 DG4873
 DG4873.Photographs are available for this station.
 DG4873
 DG4873.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4873
 DG4873.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4873
 DG4873.The ellipsoidal height was determined by GPS observations
 DG4873.and is referenced to NAD 83.
 DG4873
 DG4873.The geoid height was determined by GEOID03.
 DG4873
 DG4873;                    North         East     Units Scale Factor Converg.
 DG4873;SPC WI S     -    89,670.123   675,580.621   MT  0.99998661   +0 38 05.6
 DG4873;SPC WI S     -   294,192.73  2,216,467.42   sFT  0.99998661   +0 38 05.6
 DG4873;UTM  16      - 4,741,073.874   330,246.845   MT  0.99995452   -1 24 39.4
 DG4873
 DG4873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4873!SPC WI S     -   0.99996531  x   0.99998661  =   0.99995192
 DG4873!UTM  16      -   0.99996531  x   0.99995452  =   0.99991983
 DG4873
 DG4873                          SUPERSEDED SURVEY CONTROL
 DG4873
 DG4873.No superseded survey control is available for this station.
 DG4873
 DG4873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3024741074(NAD 83)
 DG4873_MARKER: DD = SURVEY DISK
 DG4873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4873_STAMPING: FULTON C GPS 2002
 DG4873_MARK LOGO: WIDT  
 DG4873_PROJECTION: FLUSH
 DG4873_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4873_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4873+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2004
 DG4873
 DG4873  HISTORY     - Date     Condition        Report By
 DG4873  HISTORY     - 2001     MONUMENTED       WIDT
 DG4873  HISTORY     - 20040411 GOOD             USPSQD
 DG4873
 DG4873                          STATION DESCRIPTION
 DG4873
 DG4873'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4873'THE STATION IS LOCATED ABOUT 17 KM SOUTHEAST OF STOUGHTON, 14 KM NORTH
 DG4873'NORTHWEST OF JANESVILLE AND 4 KM SOUTH OF EDGERTON.  OWNERSHIP--ROCK
 DG4873'COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 51 (MAIN
 DG4873'STREET) WITH STATE HIGHWAY 59 (FULTON STREET) IN THE CITY OF EDGERTON,
 DG4873'GO SOUTH ON US HIGHWAY 51 (MAIN STREET) FOR 3.5 KM TO COUNTY HIGHWAY M
 DG4873'ON THE RIGHT AND HURD ROAD ON THE LEFT, TURN RIGHT AND GO WEST ON
 DG4873'COUNTY HIGHWAY M FOR 0.6 KM TO THE STATION ON THE LEFT.  THE STATION
 DG4873'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DG4873'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DG4873'SET TO A DEPTH OF 1.2 M, SET ON BEDROCK AND ABOUT LEVEL WITH THE
 DG4873'HIGHWAY PAVEMENT.  THE STATION IS 16.0 M SOUTH OF THE CENTERLINE OF
 DG4873'COUNTY HIGHWAY M, 1.0 KM EAST OF THE CENTERLINE OF COUNTY HIGHWAY F,
 DG4873'11 M EAST OF THE CENTER OF A FIELD ENTRANCE, AND 10 M SOUTHEAST OF THE
 DG4873'TOP CENTER OF THE EAST END OF A 60-CM DIAMETER CORRUGATED METAL
 DG4873'CULVERT PIPE.  ---NOTE---THE STATION IS SOUTH, EAST AND  WEST OF AN
 DG4873'ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE2---THIS STATION HAS NO
 DG4873'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DG4873'HORIZON.
 DG4873' 
 DG4873'
 DG4873
 DG4873                          STATION RECOVERY (2004)
 DG4873
 DG4873'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DG4873'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4874 ***********************************************************************
 DG4874  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4874  DESIGNATION -  FULTON CENTER GPS
 DG4874  PID         -  DG4874
 DG4874  STATE/COUNTY-  WI/ROCK
 DG4874  USGS QUAD   -  EDGERTON (1971)
 DG4874
 DG4874                         *CURRENT SURVEY CONTROL
 DG4874  ___________________________________________________________________
 DG4874* NAD 83(1997)-  42 46 17.00714(N)    089 05 50.04077(W)     ADJUSTED  
 DG4874* NAVD 88     -       267.67   (meters)     878.2    (feet)  GPS OBS   
 DG4874  ___________________________________________________________________
 DG4874  X           -      73,884.414 (meters)                     COMP
 DG4874  Y           -  -4,688,825.932 (meters)                     COMP
 DG4874  Z           -   4,309,052.287 (meters)                     COMP
 DG4874  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 DG4874  ELLIP HEIGHT-         233.72  (meters)          (04/02/04) GPS OBS
 DG4874  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 DG4874
 DG4874  HORZ ORDER  -  FIRST
 DG4874  ELLP ORDER  -  FOURTH    CLASS I
 DG4874
 DG4874.The horizontal coordinates were established by GPS observations
 DG4874.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4874
 DG4874.The orthometric height was determined by GPS observations and a
 DG4874.high-resolution geoid model using precise GPS observation and
 DG4874.processing techniques.
 DG4874
 DG4874.Photographs are available for this station.
 DG4874
 DG4874.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4874
 DG4874.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4874
 DG4874.The ellipsoidal height was determined by GPS observations
 DG4874.and is referenced to NAD 83.
 DG4874
 DG4874.The geoid height was determined by GEOID03.
 DG4874
 DG4874;                    North         East     Units Scale Factor Converg.
 DG4874;SPC WI S     -    86,094.830   673,882.773   MT  0.99999254   +0 37 13.1
 DG4874;SPC WI S     -   282,462.79  2,210,897.06   sFT  0.99999254   +0 37 13.1
 DG4874;UTM  16      - 4,737,561.565   328,422.533   MT  0.99996219   -1 25 28.3
 DG4874
 DG4874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4874!SPC WI S     -   0.99996335  x   0.99999254  =   0.99995589
 DG4874!UTM  16      -   0.99996335  x   0.99996219  =   0.99992554
 DG4874
 DG4874                          SUPERSEDED SURVEY CONTROL
 DG4874
 DG4874.No superseded survey control is available for this station.
 DG4874
 DG4874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2842337562(NAD 83)
 DG4874_MARKER: DD = SURVEY DISK
 DG4874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4874_STAMPING: FULTON CENTER GPS 1992
 DG4874_MARK LOGO: WI-105
 DG4874_PROJECTION: FLUSH
 DG4874_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4874+STABILITY: SURFACE MOTION
 DG4874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4874+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2004
 DG4874
 DG4874  HISTORY     - Date     Condition        Report By
 DG4874  HISTORY     - 1992     MONUMENTED       WI-105
 DG4874  HISTORY     - 2001     GOOD             WIDT
 DG4874  HISTORY     - 20040411 GOOD             USPSQD
 DG4874
 DG4874                          STATION DESCRIPTION
 DG4874
 DG4874'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4874'THE STATION IS LOCATED ABOUT 24 KM SOUTHWEST OF FORT ATKINSON, 12 KM
 DG4874'NORTHWEST OF JANESVILLE AND 8 KM SOUTH-SOUTHWEST OF EDGERTON.
 DG4874'OWNERSHIP-- TOWNSHIP OF FULTON.  TO REACH THE STATION FROM THE
 DG4874'JUNCTION OF US HIGHWAY 14 WITH US HIGHWAY 51 ABOUT 5 KM NORTH OF THE
 DG4874'CITY OF JANESVILLE, GO WEST ON US HIGHWAY 14 FOR 0.8 KM TO COUNTY
 DG4874'HIGHWAY F ON THE RIGHT AND CRYSTAL SPRINGS ROAD ON THE LEFT, TURN
 DG4874'RIGHT AND GO NORTHWEST ON COUNTY HIGHWAY F FOR 6.0 KM TO MILES ROAD,
 DG4874'TURN LEFT AND GO WEST ON MILES ROAD FOR 1.3 KM TO WILLIAMS ROAD ON THE
 DG4874'RIGHT, TURN RIGHT AND GO NORTH ON WILLIAMS ROAD FOR 0.2 KM TO THE
 DG4874'STATION ON THE RIGHT.  THE STATION IS A BRONZE ROCK COUNTY GEODETIC
 DG4874'CONTROL MARKER CONTROL STATION DISK SET IN THE TOP OF A 45-CM DIAMETER
 DG4874'CONCRETE POST AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS
 DG4874'7.9 M EAST OF THE CENTERLINE OF WILLIAMS ROAD, 53 M SOUTH OF THE
 DG4874'CENTERLINE OF PRIVATE ENTRANCE --6808-- , 42.5 M SOUTHEAST OF POWER
 DG4874'POLE --2 D32E11-- , AND 2 M WEST OF A CULTIVATED FIELD.  ---NOTE---THE
 DG4874'STATION IS 1.0 M WEST AND SOUTH OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DG4874'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DG4874'THAN 15 DEGREES ABOVE THE HORIZON.
 DG4874' 
 DG4874'
 DG4874
 DG4874                          STATION RECOVERY (2004)
 DG4874
 DG4874'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DG4874'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4875 ***********************************************************************
 DG4875  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4875  DESIGNATION -  FULTON E GPS
 DG4875  PID         -  DG4875
 DG4875  STATE/COUNTY-  WI/ROCK
 DG4875  USGS QUAD   -  EDGERTON (1971)
 DG4875
 DG4875                         *CURRENT SURVEY CONTROL
 DG4875  ___________________________________________________________________
 DG4875* NAD 83(1997)-  42 49 41.88918(N)    089 01 09.87119(W)     ADJUSTED  
 DG4875* NAVD 88     -       244.79   (meters)     803.1    (feet)  GPS OBS   
 DG4875  ___________________________________________________________________
 DG4875  X           -      80,179.374 (meters)                     COMP
 DG4875  Y           -  -4,684,409.313 (meters)                     COMP
 DG4875  Z           -   4,313,675.699 (meters)                     COMP
 DG4875  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 DG4875  ELLIP HEIGHT-         210.78  (meters)          (04/02/04) GPS OBS
 DG4875  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 DG4875
 DG4875  HORZ ORDER  -  FIRST
 DG4875  ELLP ORDER  -  FOURTH    CLASS I
 DG4875
 DG4875.The horizontal coordinates were established by GPS observations
 DG4875.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4875
 DG4875.The orthometric height was determined by GPS observations and a
 DG4875.high-resolution geoid model using precise GPS observation and
 DG4875.processing techniques.
 DG4875
 DG4875.Photographs are available for this station.
 DG4875
 DG4875.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4875
 DG4875.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4875
 DG4875.The ellipsoidal height was determined by GPS observations
 DG4875.and is referenced to NAD 83.
 DG4875
 DG4875.The geoid height was determined by GEOID03.
 DG4875
 DG4875;                    North         East     Units Scale Factor Converg.
 DG4875;SPC WI S     -    92,488.491   680,177.368   MT  0.99998221   +0 40 25.6
 DG4875;SPC WI S     -   303,439.32  2,231,548.58   sFT  0.99998221   +0 40 25.6
 DG4875;UTM  16      - 4,743,726.199   334,941.113   MT  0.99993518   -1 22 23.2
 DG4875
 DG4875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4875!SPC WI S     -   0.99996695  x   0.99998221  =   0.99994916
 DG4875!UTM  16      -   0.99996695  x   0.99993518  =   0.99990213
 DG4875
 DG4875                          SUPERSEDED SURVEY CONTROL
 DG4875
 DG4875.No superseded survey control is available for this station.
 DG4875
 DG4875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3494143726(NAD 83)
 DG4875_MARKER: DD = SURVEY DISK
 DG4875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4875_STAMPING: FULTON E GPS 2002
 DG4875_MARK LOGO: WIDT  
 DG4875_PROJECTION: FLUSH
 DG4875_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4875+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4875
 DG4875  HISTORY     - Date     Condition        Report By
 DG4875  HISTORY     - 2001     MONUMENTED       WIDT
 DG4875
 DG4875                          STATION DESCRIPTION
 DG4875
 DG4875'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4875'THE STATION IS LOCATED ABOUT 19 KM SOUTHWEST OF FORT ATKINSON, 16 KM
 DG4875'NORTH OF JANESVILLE AND 4 KM EAST-SOUTHEAST OF EDGERTON.
 DG4875'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DG4875'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 39 AND INTERSTATE
 DG4875'HIGHWAY 90 WITH STATE HIGHWAY 59 (EXIT 163) ABOUT 3 KM EAST OF THE
 DG4875'CITY OF EDGERTON, GO SOUTHEAST ON STATE HIGHWAY 59 FOR 1.1 KM TO
 DG4875'ELLENDALE ROAD ON THE RIGHT AND HARBOR ROAD AND THE STATION ON THE
 DG4875'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DG4875'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DG4875'DIAMETER CONCRETE POST SET TO A DEPTH OF 1.2 M AND ABOUT 2.0 M ABOVE
 DG4875'THE HIGHWAY  PAVEMENT.  THE STATION IS 21.8 M NORTHEAST OF THE
 DG4875'CENTERLINE OF STATE HIGHWAY 59, 16.0 M SOUTH SOUTHEAST OF THE
 DG4875'CENTERLINE OF HARBOR ROAD, 30 M SOUTHEAST OF THE TOP CENTER OF THE
 DG4875'SOUTH END OF A 60-CM DIAMETER CORRUGATED METAL CULVERT PIPE, 19.5 M
 DG4875'NORTH NORTHWEST OF A POWER POLE --4-12-12.2 21/17--, AND 5.0 M
 DG4875'NORTHWEST OF A YELLOW WOODEN --R/W-- POST.  ---NOTE---THE STATION IS
 DG4875'SOUTHEAST, NORTHEAST AND WEST-SOUTHWEST OF AN ORANGE 4X4 PLASTIC
 DG4875'WITNESS POST.  ---NOTE2--- THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DG4875'EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON EXCEPT FOR A POWER
 DG4875'POLE TO THE SOUTHEAST EXTENDING TO 25 DEGREES.
 DG4875' 
 DG4875'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0747 ***********************************************************************
 OM0747  DESIGNATION -  FUSSVILLE ST ANTHONY CATH CH
 OM0747  PID         -  OM0747
 OM0747  STATE/COUNTY-  WI/WAUKESHA
 OM0747  USGS QUAD   -  MENOMONEE FALLS (1994)
 OM0747
 OM0747                         *CURRENT SURVEY CONTROL
 OM0747  ___________________________________________________________________
 OM0747* NAD 83(1991)-  43 09 09.37346(N)    088 04 44.91817(W)     ADJUSTED  
 OM0747* NAVD 88     -                                                        
 OM0747  ___________________________________________________________________
 OM0747  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 OM0747  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 OM0747
 OM0747  HORZ ORDER  -  THIRD
 OM0747
 OM0747.The horizontal coordinates were established by classical geodetic methods
 OM0747.and adjusted by the National Geodetic Survey in November 1991..
 OM0747
 OM0747
 OM0747.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0747
 OM0747.The geoid height was determined by GEOID03.
 OM0747
 OM0747;                    North         East     Units Scale Factor Converg.
 OM0747;SPC WI S     -   129,842.386   756,217.392   MT  0.99994192   +1 19 11.4
 OM0747;SPC WI S     -   425,991.23  2,481,023.23   sFT  0.99994192   +1 19 11.4
 OM0747;UTM  16      - 4,778,326.579   412,258.406   MT  0.99969470   -0 44 17.2
 OM0747
 OM0747                          SUPERSEDED SURVEY CONTROL
 OM0747
 OM0747  NAD 83(1986)-  43 09 09.36366(N)    088 04 44.92764(W) AD(       ) 4
 OM0747  NAD 27      -  43 09 09.33300(N)    088 04 44.60000(W) AD(       ) 3
 OM0747
 OM0747.Superseded values are not recommended for survey control.
 OM0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0747.See file dsdata.txt to determine how the superseded data were derived.
 OM0747
 OM0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1225878327(NAD 83)
 OM0747
 OM0747  HISTORY     - Date     Condition        Report By
 OM0747  HISTORY     - 1953     MONUMENTED       CGS
 OM0747  HISTORY     - 1966     SEE DESCRIPTION  CGS
 OM0747  HISTORY     - 1975     SEE DESCRIPTION  NGS
 OM0747  HISTORY     - 20021103 GOOD             USPSQD
 OM0747
 OM0747                          STATION DESCRIPTION
 OM0747
 OM0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0747'STATION IS THE BASE OF THE GOLD CROSS ATOP ST. ANTHONY CATHOLIC
 OM0747'CHURCH, LOCATED ABOUT 0.5 MILE NORTH OF FUSSVILLE AND 250 FEET
 OM0747'EAST OF U.S. HIGHWAY 41.  IT IS A GRAY SLATE COVERED SPIRE, ON
 OM0747'THE WEST END OF A TAN STONE CHURCH AND IS ABOUT 140 FEET HIGH.
 OM0747
 OM0747                          STATION RECOVERY (1966)
 OM0747
 OM0747'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DLW)
 OM0747'RECOVERED AS DESCRIBED IN HORIZONTAL CONTROL DATA.  QUAD 430882
 OM0747'STATIONS 1053 AND 1054.
 OM0747
 OM0747                          STATION RECOVERY (1975)
 OM0747
 OM0747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JWB)
 OM0747'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 OM0747'QUAD 430882 STA. 1054.
 OM0747'
 OM0747'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.5 MILE
 OM0747'NORTH OF FUSSVILLE
 OM0747
 OM0747                          STATION RECOVERY (2002)
 OM0747
 OM0747'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0747'THE CHURCH WAS FOUND IN GOOD CONDITION.  IT IS LOCATED ON THE EAST
 OM0747'SIDE OF MENOMONEE FALLS, 0.4 MILE NORTH OF GOOD HOPE ROAD ON THE EAST
 OM0747'SIDE OF W. APPLETON AVENUE (HWY 175).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0726 ***********************************************************************
 NH0726  DESIGNATION -  G
 NH0726  PID         -  NH0726
 NH0726  STATE/COUNTY-  WI/GREEN
 NH0726  USGS QUAD   -  BROWNTOWN (1981)
 NH0726
 NH0726                         *CURRENT SURVEY CONTROL
 NH0726  ___________________________________________________________________
 NH0726* NAD 83(1986)-  42 35 40.     (N)    089 50 15.     (W)     SCALED    
 NH0726* NAVD 88     -       241.137  (meters)     791.13   (feet)  ADJUSTED  
 NH0726  ___________________________________________________________________
 NH0726  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 NH0726  DYNAMIC HT  -         241.062 (meters)     790.88  (feet)  COMP
 NH0726  MODELED GRAV-     980,300.7   (mgal)                       NAVD 88
 NH0726
 NH0726  VERT ORDER  -  FIRST     CLASS II
 NH0726
 NH0726.The horizontal coordinates were scaled from a topographic map and have
 NH0726.an estimated accuracy of +/- 6 seconds.
 NH0726
 NH0726.The orthometric height was determined by differential leveling
 NH0726.and adjusted by the National Geodetic Survey in June 1991..
 NH0726.WARNING-Repeat measurements at this control monument indicate possible
 NH0726.vertical movement.
 NH0726
 NH0726.The geoid height was determined by GEOID03.
 NH0726
 NH0726.The dynamic height is computed by dividing the NAVD 88
 NH0726.geopotential number by the normal gravity value computed on the
 NH0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0726.degrees latitude (g = 980.6199 gals.).
 NH0726
 NH0726.The modeled gravity was interpolated from observed gravity values.
 NH0726
 NH0726;                    North         East    Units  Estimated Accuracy
 NH0726;SPC WI S     -    66,050.      613,340.      MT  (+/- 180 meters Scaled)
 NH0726
 NH0726                          SUPERSEDED SURVEY CONTROL
 NH0726
 NH0726  NGVD 29 (??/??/92)  241.281  (m)          791.60   (f) ADJ UNCH    1 2
 NH0726
 NH0726.Superseded values are not recommended for survey control.
 NH0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0726.See file dsdata.txt to determine how the superseded data were derived.
 NH0726
 NH0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN671196(NAD 83)
 NH0726_MARKER: DB = BENCH MARK DISK
 NH0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0726+STABILITY: SURFACE MOTION
 NH0726
 NH0726  HISTORY     - Date     Condition        Report By
 NH0726  HISTORY     - UNK      MONUMENTED       CGS
 NH0726  HISTORY     - 1920     GOOD             NGS
 NH0726  HISTORY     - 1961     MARK NOT FOUND   USGS
 NH0726  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH0726
 NH0726                          STATION DESCRIPTION
 NH0726
 NH0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1920
 NH0726'1 MI NW FROM DILL.
 NH0726'1 MI NW OF THE ABANDONED ILLINOIS CENTRAL RR STATION FROM DILL,
 NH0726'GREEN COUNTY, AT THE LAFAYETTE-GREEN COUNTY LINE, 9 FT E OF THE
 NH0726'CENTER LINE OF THE ROADBED, AND ABOUT 3-1/2 FT ABOVE GROUND.
 NH0726'THE CENTER OF THE 7-IN SQUARE TOP OF THE CONCRETE MONUMENT MARKING
 NH0726'THE COUNTY LINE.
 NH0726
 NH0726                          STATION RECOVERY (1961)
 NH0726
 NH0726'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 NH0726'MARK NOT FOUND.
 NH0726
 NH0726                          STATION RECOVERY (2001)
 NH0726
 NH0726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0726'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0114 ***********************************************************************
 ON0114  DESIGNATION -  G 1
 ON0114  PID         -  ON0114
 ON0114  STATE/COUNTY-  WI/GRANT
 ON0114  USGS QUAD   -  LONG HOLLOW (1983)
 ON0114
 ON0114                         *CURRENT SURVEY CONTROL
 ON0114  ___________________________________________________________________
 ON0114* NAD 83(1986)-  43 00 51.     (N)    090 41 34.     (W)     SCALED    
 ON0114* NAVD 88     -       285.617  (meters)     937.06   (feet)  ADJUSTED  
 ON0114  ___________________________________________________________________
 ON0114  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 ON0114  DYNAMIC HT  -         285.536 (meters)     936.80  (feet)  COMP
 ON0114  MODELED GRAV-     980,329.2   (mgal)                       NAVD 88
 ON0114
 ON0114  VERT ORDER  -  FIRST     CLASS II
 ON0114
 ON0114.The horizontal coordinates were scaled from a topographic map and have
 ON0114.an estimated accuracy of +/- 6 seconds.
 ON0114
 ON0114.The orthometric height was determined by differential leveling
 ON0114.and adjusted by the National Geodetic Survey in June 1991..
 ON0114
 ON0114.The geoid height was determined by GEOID03.
 ON0114
 ON0114.The dynamic height is computed by dividing the NAVD 88
 ON0114.geopotential number by the normal gravity value computed on the
 ON0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0114.degrees latitude (g = 980.6199 gals.).
 ON0114
 ON0114.The modeled gravity was interpolated from observed gravity values.
 ON0114
 ON0114;                    North         East    Units  Estimated Accuracy
 ON0114;SPC WI S     -   112,900.      543,530.      MT  (+/- 180 meters Scaled)
 ON0114
 ON0114                          SUPERSEDED SURVEY CONTROL
 ON0114
 ON0114.No superseded survey control is available for this station.
 ON0114
 ON0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH880649(NAD 83)
 ON0114_MARKER: DB = BENCH MARK DISK
 ON0114_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ON0114_SP_SET: BRIDGE
 ON0114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0114
 ON0114  HISTORY     - Date     Condition        Report By
 ON0114  HISTORY     - UNK      MONUMENTED       CGS
 ON0114  HISTORY     - 1920     GOOD             NGS
 ON0114  HISTORY     - 1935     GOOD             NGS
 ON0114  HISTORY     - 19980923 MARK NOT FOUND   USPSQD
 ON0114
 ON0114                          STATION DESCRIPTION
 ON0114
 ON0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1920
 ON0114'3 MI NW FROM FENNIMORE.
 ON0114'3 MILES NORTHWEST ALONG THE ABANDONED CHICAGO AND NORTH WESTERN
 ON0114'RAILWAY FROM FENNIMORE, GRANT COUNTY, 100 FEET NORTH OF A
 ON0114'BRIDGE SITE, 22 FEET WEST OF THE CENTER LINE OF THE ROADBED, ON
 ON0114'THE ERNST FRAZER PROPERTY, AT A HIGHWAY BRIDGE, IN THE EAST END
 ON0114'OF THE EAST WING WALL, AND 23 FEET NORTHEAST OF THE CENTER LINE
 ON0114'OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 ON0114
 ON0114                          STATION RECOVERY (1935)
 ON0114
 ON0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 ON0114'RECOVERED IN GOOD CONDITION.
 ON0114
 ON0114                          STATION RECOVERY (1998)
 ON0114
 ON0114'RECOVERY NOTE BY US POWER SQUADRON 1998
 ON0114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0152 ***********************************************************************
 ON0152  DESIGNATION -  G 10
 ON0152  PID         -  ON0152
 ON0152  STATE/COUNTY-  WI/LA CROSSE
 ON0152  USGS QUAD   -  BANGOR (1983)
 ON0152
 ON0152                         *CURRENT SURVEY CONTROL
 ON0152  ___________________________________________________________________
 ON0152* NAD 83(1986)-  43 54 10.     (N)    090 55 08.     (W)     SCALED    
 ON0152* NAVD 88     -       232.715  (meters)     763.50   (feet)  ADJUSTED  
 ON0152  ___________________________________________________________________
 ON0152  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 ON0152  DYNAMIC HT  -         232.671 (meters)     763.35  (feet)  COMP
 ON0152  MODELED GRAV-     980,423.0   (mgal)                       NAVD 88
 ON0152
 ON0152  VERT ORDER  -  FIRST     CLASS II
 ON0152
 ON0152.The horizontal coordinates were scaled from a topographic map and have
 ON0152.an estimated accuracy of +/- 6 seconds.
 ON0152
 ON0152.The orthometric height was determined by differential leveling
 ON0152.and adjusted by the National Geodetic Survey in June 1991..
 ON0152
 ON0152.The geoid height was determined by GEOID03.
 ON0152
 ON0152.The dynamic height is computed by dividing the NAVD 88
 ON0152.geopotential number by the normal gravity value computed on the
 ON0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0152.degrees latitude (g = 980.6199 gals.).
 ON0152
 ON0152.The modeled gravity was interpolated from observed gravity values.
 ON0152
 ON0152;                    North         East    Units  Estimated Accuracy
 ON0152;SPC WI S     -   211,790.      526,180.      MT  (+/- 180 meters Scaled)
 ON0152
 ON0152                          SUPERSEDED SURVEY CONTROL
 ON0152
 ON0152  NGVD 29 (??/??/92)  232.723  (m)          763.53   (f) ADJ UNCH    1 2
 ON0152
 ON0152.Superseded values are not recommended for survey control.
 ON0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0152.See file dsdata.txt to determine how the superseded data were derived.
 ON0152
 ON0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ671631(NAD 83)
 ON0152_MARKER: DB = BENCH MARK DISK
 ON0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0152_STAMPING: 763.525 G 10 1930
 ON0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0152+STABILITY: SURFACE MOTION
 ON0152
 ON0152  HISTORY     - Date     Condition        Report By
 ON0152  HISTORY     - 1930     MONUMENTED       CGS
 ON0152  HISTORY     - 1985     MARK NOT FOUND   NGS
 ON0152
 ON0152                          STATION DESCRIPTION
 ON0152
 ON0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 ON0152'AT ROCKLAND.
 ON0152'AT ROCKLAND, LA CROSSE COUNTY, 165 FEET EAST OF THE CHICAGO AND
 ON0152'NORTH WESTERN RAILWAY STATION, 29 FEET SOUTHEAST OF THE SECOND
 ON0152'POLE EAST OF THE STATION IN THE MIDDLE ROW OF POLES, 58.5 FEET
 ON0152'SOUTH OF THE SOUTH RAIL OF THE CHICAGO, MILWAUKEE, ST. PAUL AND
 ON0152'PACIFIC RAILROAD, AND 34.5 FEET NORTH OF THE NORTH RAIL OF THE
 ON0152'C. AND N.W.RY.  A STANDARD DISK, STAMPED 763.525 G 10 1930 AND
 ON0152'SET IN THE TOP OF A CONCRETE POST.
 ON0152
 ON0152                          STATION RECOVERY (1985)
 ON0152
 ON0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ON0152'THERE HAS BEEN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0376 ***********************************************************************
 OM0376  DESIGNATION -  G 100
 OM0376  PID         -  OM0376
 OM0376  STATE/COUNTY-  WI/COLUMBIA
 OM0376  USGS QUAD   -  PORTAGE (1984)
 OM0376
 OM0376                         *CURRENT SURVEY CONTROL
 OM0376  ___________________________________________________________________
 OM0376* NAD 83(1986)-  43 35 07.     (N)    089 25 51.     (W)     SCALED    
 OM0376* NAVD 88     -       239.399  (meters)     785.43   (feet)  ADJUSTED  
 OM0376  ___________________________________________________________________
 OM0376  GEOID HEIGHT-         -35.60  (meters)                     GEOID03
 OM0376  DYNAMIC HT  -         239.340 (meters)     785.23  (feet)  COMP
 OM0376  MODELED GRAV-     980,365.6   (mgal)                       NAVD 88
 OM0376
 OM0376  VERT ORDER  -  SECOND    CLASS 0
 OM0376
 OM0376.The horizontal coordinates were scaled from a topographic map and have
 OM0376.an estimated accuracy of +/- 6 seconds.
 OM0376
 OM0376.The orthometric height was determined by differential leveling
 OM0376.and adjusted by the National Geodetic Survey in June 1991..
 OM0376
 OM0376.The geoid height was determined by GEOID03.
 OM0376
 OM0376.The dynamic height is computed by dividing the NAVD 88
 OM0376.geopotential number by the normal gravity value computed on the
 OM0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0376.degrees latitude (g = 980.6199 gals.).
 OM0376
 OM0376.The modeled gravity was interpolated from observed gravity values.
 OM0376
 OM0376;                    North         East    Units  Estimated Accuracy
 OM0376;SPC WI S     -   176,270.      645,960.      MT  (+/- 180 meters Scaled)
 OM0376
 OM0376                          SUPERSEDED SURVEY CONTROL
 OM0376
 OM0376  NGVD 29 (??/??/92)  239.437  (m)          785.55   (f) ADJ UNCH    2 0
 OM0376
 OM0376.Superseded values are not recommended for survey control.
 OM0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0376.See file dsdata.txt to determine how the superseded data were derived.
 OM0376
 OM0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP037286(NAD 83)
 OM0376_MARKER: DB = BENCH MARK DISK
 OM0376_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OM0376_SP_SET: BRIDGE
 OM0376_STAMPING: G 100 1934
 OM0376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0376
 OM0376  HISTORY     - Date     Condition        Report By
 OM0376  HISTORY     - 1934     MONUMENTED       CGS
 OM0376  HISTORY     - 1977     GOOD             ALSTER
 OM0376
 OM0376                          STATION DESCRIPTION
 OM0376
 OM0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0376'4.3 MI N FROM PORTAGE.
 OM0376'4.3 MILES NORTH ALONG THE ABANDONED MINNEAPOLIS, ST. PAUL AND
 OM0376'SAULT STE. MARIE RAILROAD FROM THE MARQUETTE-JOLIET MONUMENT
 OM0376'AT PORTAGE, COLUMBIA COUNTY, AT DRAWBRIDGE NO. D 67 A OVER FOX
 OM0376'RIVER, IN THE TOP OF THE EAST END OF THE NORTH CONCRETE ABUTMENT,
 OM0376'9 FEET EAST OF THE CENTERLINE OF THE OLD ROADBED, AND ABOUT
 OM0376'1 FOOT BELOW THE LEVEL OF THE ROADBED.  A STANDARD DISK.
 OM0376
 OM0376                          STATION RECOVERY (1977)
 OM0376
 OM0376'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1977
 OM0376'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0418 ***********************************************************************
 OM0418  DESIGNATION -  G 101
 OM0418  PID         -  OM0418
 OM0418  STATE/COUNTY-  WI/DANE
 OM0418  USGS QUAD   -  MADISON WEST (1983)
 OM0418
 OM0418                         *CURRENT SURVEY CONTROL
 OM0418  ___________________________________________________________________
 OM0418* NAD 83(1986)-  43 04 23.     (N)    089 22 53.     (W)     SCALED    
 OM0418* NAVD 88     -       279.378  (meters)     916.59   (feet)  ADJUSTED  
 OM0418  ___________________________________________________________________
 OM0418  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 OM0418  DYNAMIC HT  -         279.306 (meters)     916.36  (feet)  COMP
 OM0418  MODELED GRAV-     980,355.0   (mgal)                       NAVD 88
 OM0418
 OM0418  VERT ORDER  -  SECOND    CLASS I
 OM0418
 OM0418.The horizontal coordinates were scaled from a topographic map and have
 OM0418.an estimated accuracy of +/- 6 seconds.
 OM0418
 OM0418.The orthometric height was determined by differential leveling
 OM0418.and adjusted by the National Geodetic Survey in June 1991..
 OM0418
 OM0418.The geoid height was determined by GEOID03.
 OM0418
 OM0418.The dynamic height is computed by dividing the NAVD 88
 OM0418.geopotential number by the normal gravity value computed on the
 OM0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0418.degrees latitude (g = 980.6199 gals.).
 OM0418
 OM0418.The modeled gravity was interpolated from observed gravity values.
 OM0418
 OM0418;                    North         East    Units  Estimated Accuracy
 OM0418;SPC WI S     -   119,390.      650,380.      MT  (+/- 180 meters Scaled)
 OM0418
 OM0418                          SUPERSEDED SURVEY CONTROL
 OM0418
 OM0418  NGVD 29 (??/??/92)  279.441  (m)          916.80   (f) ADJ UNCH    2 0
 OM0418
 OM0418.Superseded values are not recommended for survey control.
 OM0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0418.See file dsdata.txt to determine how the superseded data were derived.
 OM0418
 OM0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN061716(NAD 83)
 OM0418_MARKER: DB = BENCH MARK DISK
 OM0418_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OM0418_SP_SET: BUILDING WALL
 OM0418_STAMPING: G 101 1934
 OM0418_MARK LOGO: CGS   
 OM0418_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OM0418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0418_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0418+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2004
 OM0418
 OM0418  HISTORY     - Date     Condition        Report By
 OM0418  HISTORY     - 1934     MONUMENTED       CGS
 OM0418  HISTORY     - 2001     GOOD             WIDT
 OM0418  HISTORY     - 20040822 GOOD             GEOCAC
 OM0418
 OM0418                          STATION DESCRIPTION
 OM0418
 OM0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0418'AT MADISON.
 OM0418'ALONG EAST DOTY STREET TO MONONA AVENUE AT THE U.S. POST OFFICE
 OM0418'BUILDING.  SET VERTICALLY IN NORTH STONE WALL, 17 INCHES EAST
 OM0418'OF THE NORTHWEST CORNER AND 4 FEET ABOVE GROUND.
 OM0418
 OM0418                          STATION RECOVERY (2001)
 OM0418
 OM0418'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OM0418'THE STATION IS LOCATED IN MADISON.  OWNERSHIP--CITY OF MADISON. THE
 OM0418'STATION IS A BRONZE US COAST AND GEODETIC SURVEY BENCH MARK DISK SET
 OM0418'VERTICALLY IN THE NORTH FACE OF THE CITY OF MADISON MUNICIPAL
 OM0418'BUILDING AT --215 MARTIN LUTHER KING JR. BOULEVARD--.  THE STATION IS
 OM0418'0.4 M EAST OF THE NORTHWEST CORNER OF BUILDING AND 1.5 M ABOVE GROUND
 OM0418'LEVEL.    ---NOTE---THE STATION IS NOT SUITABLE FOR GPS OBSERVATIONS
 OM0418'DUE TO BEING SET VERTICALLY.
 OM0418
 OM0418                          STATION RECOVERY (2004)
 OM0418
 OM0418'RECOVERY NOTE BY GEOCACHING 2004 (RPM)
 OM0418'STATION COORDINATES ARE INACCURATE - STATION RECOVERED BY DESCRIPTION
 OM0418' 
 OM0418'MONONA AVE RENAMED MARTIN LUTHER KING JR BLVD
 OM0418'STATION IS LOCATED TO THE RIGHT OF THE ENTRANCE TO THE POST OFFICE
 OM0418'ON THE E DOTY ST SIDE OF THE BUILDING NEAR THE INTERSECTION OF MLK.
 OM0418'THE BUILDING IS NOW KNOWN AS
 OM0418'MADISON MUNICIPAL BUILDING
 OM0418'215 MARTIN LUTHER KING JR BLVD
 OM0418'BUILDING CORNER STONE INDICATES DATE OF 1927
 OM0418' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0291 ***********************************************************************
 NH0291  DESIGNATION -  G 102
 NH0291  PID         -  NH0291
 NH0291  STATE/COUNTY-  WI/ROCK
 NH0291  USGS QUAD   -  MILTON (1976)
 NH0291
 NH0291                         *CURRENT SURVEY CONTROL
 NH0291  ___________________________________________________________________
 NH0291* NAD 83(1986)-  42 49 25.     (N)    088 56 30.     (W)     SCALED    
 NH0291* NAVD 88     -       252.172  (meters)     827.33   (feet)  ADJUSTED  
 NH0291  ___________________________________________________________________
 NH0291  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 NH0291  DYNAMIC HT  -         252.103 (meters)     827.11  (feet)  COMP
 NH0291  MODELED GRAV-     980,339.0   (mgal)                       NAVD 88
 NH0291
 NH0291  VERT ORDER  -  SECOND    CLASS 0
 NH0291
 NH0291.The horizontal coordinates were scaled from a topographic map and have
 NH0291.an estimated accuracy of +/- 6 seconds.
 NH0291
 NH0291.The orthometric height was determined by differential leveling
 NH0291.and adjusted by the National Geodetic Survey in June 1991..
 NH0291
 NH0291.The geoid height was determined by GEOID03.
 NH0291
 NH0291.The dynamic height is computed by dividing the NAVD 88
 NH0291.geopotential number by the normal gravity value computed on the
 NH0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0291.degrees latitude (g = 980.6199 gals.).
 NH0291
 NH0291.The modeled gravity was interpolated from observed gravity values.
 NH0291
 NH0291;                    North         East    Units  Estimated Accuracy
 NH0291;SPC WI S     -    92,050.      686,540.      MT  (+/- 180 meters Scaled)
 NH0291
 NH0291                          SUPERSEDED SURVEY CONTROL
 NH0291
 NH0291  NGVD 29 (??/??/92)  252.239  (m)          827.55   (f) ADJ UNCH    2 0
 NH0291
 NH0291.Superseded values are not recommended for survey control.
 NH0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0291.See file dsdata.txt to determine how the superseded data were derived.
 NH0291
 NH0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN412430(NAD 83)
 NH0291_MARKER: DB = BENCH MARK DISK
 NH0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0291_STAMPING: G 102 1934
 NH0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0291+STABILITY: SURFACE MOTION
 NH0291
 NH0291  HISTORY     - Date     Condition        Report By
 NH0291  HISTORY     - 1934     MONUMENTED       CGS
 NH0291  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH0291
 NH0291                          STATION DESCRIPTION
 NH0291
 NH0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NH0291'1.8 MI S FROM KOSHKONONG.
 NH0291'IN ROCK COUNTY, 1.8 MILES SOUTH ALONG THE CHICAGO AND NORTH
 NH0291'WESTERN RAILWAY FROM KOSKONONG, JEFFERSON COUNTY, AT A ROAD
 NH0291'CROSSING, 21 FEET NORTH OF THE CENTERLINE OF THE ROAD, 5 FEET
 NH0291'WEST OF THE BATTERY BOX FOR THE CROSSING SIGNAL BELL, 27 FEET
 NH0291'WEST OF THE CENTERLINE OF THE TRACK, AND 3 FEET HIGHER THAN THE
 NH0291'RAIL.  A STANDARD DISK, STAMPED G 102 1934 AND SET IN THE TOP
 NH0291'OF A CONCRETE POST.
 NH0291
 NH0291                          STATION RECOVERY (2001)
 NH0291
 NH0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0291'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0292 ***********************************************************************
 NH0292  DESIGNATION -  G 102 RESET 1964
 NH0292  PID         -  NH0292
 NH0292  STATE/COUNTY-  WI/ROCK
 NH0292  USGS QUAD   -  MILTON (1976)
 NH0292
 NH0292                         *CURRENT SURVEY CONTROL
 NH0292  ___________________________________________________________________
 NH0292* NAD 83(1986)-  42 49 25.     (N)    088 56 29.     (W)     SCALED    
 NH0292* NAVD 88     -       252.19   (+/-2cm)     827.4    (feet)  VERTCON   
 NH0292  ___________________________________________________________________
 NH0292  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 NH0292
 NH0292  VERT ORDER  -  THIRD (See Below)
 NH0292
 NH0292.The horizontal coordinates were scaled from a topographic map and have
 NH0292.an estimated accuracy of +/- 6 seconds.
 NH0292
 NH0292.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH0292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH0292.The vertical order pertains to the NGVD 29 superseded value.
 NH0292
 NH0292.The geoid height was determined by GEOID03.
 NH0292
 NH0292;                    North         East    Units  Estimated Accuracy
 NH0292;SPC WI S     -    92,050.      686,560.      MT  (+/- 180 meters Scaled)
 NH0292
 NH0292                          SUPERSEDED SURVEY CONTROL
 NH0292
 NH0292  NGVD 29 (09/01/04)  252.26   (m)          827.6    (f) RESET       3  
 NH0292
 NH0292.Superseded values are not recommended for survey control.
 NH0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0292.See file dsdata.txt to determine how the superseded data were derived.
 NH0292
 NH0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN413430(NAD 83)
 NH0292_MARKER: DB = BENCH MARK DISK
 NH0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0292_STAMPING: G 102 RESET 1964
 NH0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0292+STABILITY: SURFACE MOTION
 NH0292
 NH0292  HISTORY     - Date     Condition        Report By
 NH0292  HISTORY     - 1964     MONUMENTED       WIHD
 NH0292  HISTORY     - 20010331 GOOD             NGS
 NH0292  HISTORY     - 20060906 MARK NOT FOUND   GEOCAC
 NH0292
 NH0292                          STATION DESCRIPTION
 NH0292
 NH0292'DESCRIBED BY WI HIGHWAY DEPT 1964
 NH0292'1.8 MI S FROM KOSHKONONG.
 NH0292'ABOUT 1.8 MILES SOUTH ALONG THE CHICAGO, AND NORTHWESTERN RAILROAD
 NH0292'FROM KOSHKONONG, AT THE CROSSING OF COUNTY TRUNK HIGHWAY N, 59
 NH0292'FEET NORTH OF THE CENTER LINE OF THE ROAD, 13 FEET SOUTHWEST
 NH0292'OF A RAILROAD SIGNAL CONTROL BOX, 26 FEET NORTHWEST OF THE WEST
 NH0292'TRACK, ABOUT 1.5 FEET ABOVE THE LEVEL OF THE RAIL AND SET IN
 NH0292'THE TOP OF A CONCRETE POST.
 NH0292
 NH0292                          STATION RECOVERY (2001)
 NH0292
 NH0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0292'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH0292
 NH0292                          STATION RECOVERY (2006)
 NH0292
 NH0292'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 NH0292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0226 ***********************************************************************
 OM0226  DESIGNATION -  G 103
 OM0226  PID         -  OM0226
 OM0226  STATE/COUNTY-  WI/DODGE
 OM0226  USGS QUAD   -  CLYMAN (1980)
 OM0226
 OM0226                         *CURRENT SURVEY CONTROL
 OM0226  ___________________________________________________________________
 OM0226* NAD 83(1986)-  43 18 44.     (N)    088 43 10.     (W)     SCALED    
 OM0226* NAVD 88     -       276.217  (meters)     906.22   (feet)  ADJUSTED  
 OM0226  ___________________________________________________________________
 OM0226  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 OM0226  DYNAMIC HT  -         276.150 (meters)     906.00  (feet)  COMP
 OM0226  MODELED GRAV-     980,372.1   (mgal)                       NAVD 88
 OM0226
 OM0226  VERT ORDER  -  SECOND    CLASS 0
 OM0226
 OM0226.The horizontal coordinates were scaled from a topographic map and have
 OM0226.an estimated accuracy of +/- 6 seconds.
 OM0226
 OM0226.The orthometric height was determined by differential leveling
 OM0226.and adjusted by the National Geodetic Survey in June 1991..
 OM0226
 OM0226.The geoid height was determined by GEOID03.
 OM0226
 OM0226.The dynamic height is computed by dividing the NAVD 88
 OM0226.geopotential number by the normal gravity value computed on the
 OM0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0226.degrees latitude (g = 980.6199 gals.).
 OM0226
 OM0226.The modeled gravity was interpolated from observed gravity values.
 OM0226
 OM0226;                    North         East    Units  Estimated Accuracy
 OM0226;SPC WI S     -   146,570.      703,880.      MT  (+/- 180 meters Scaled)
 OM0226
 OM0226                          SUPERSEDED SURVEY CONTROL
 OM0226
 OM0226  NGVD 29 (??/??/92)  276.270  (m)          906.40   (f) ADJ UNCH    2 0
 OM0226
 OM0226.Superseded values are not recommended for survey control.
 OM0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0226.See file dsdata.txt to determine how the superseded data were derived.
 OM0226
 OM0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN605969(NAD 83)
 OM0226_MARKER: DB = BENCH MARK DISK
 OM0226_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OM0226_SP_SET: PEDESTAL
 OM0226_STAMPING: G-103 1934
 OM0226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0226
 OM0226  HISTORY     - Date     Condition        Report By
 OM0226  HISTORY     - 1934     MONUMENTED       CGS
 OM0226  HISTORY     - 20021228 MARK NOT FOUND   USPSQD
 OM0226  HISTORY     - 20040319 MARK NOT FOUND   USPSQD
 OM0226
 OM0226                          STATION DESCRIPTION
 OM0226
 OM0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0226'AT CLYMAN.
 OM0226'ALONG THE CHICAGO AND NORTHWESTERN RAILROAD, NORTH OF THE DEPOT
 OM0226'AT THE CITY WATER TANK.  SET IN THE EAST CORNER OF THE SOUTHEAST
 OM0226'PEDESTAL STONE, 60 FEET WEST OF THE CENTER LINE OF THE TRACK,
 OM0226'1.5 FOOT ABOVE THE GROUND.
 OM0226
 OM0226                          STATION RECOVERY (2002)
 OM0226
 OM0226'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0226'NOT FOUND. THE CITY WATER TANK AND PEDESTAL STONE HAVE BEEN REMOVED.
 OM0226'A NEW TANK WAS BUILT SOUTH OF TOWN IN 1993.
 OM0226
 OM0226                          STATION RECOVERY (2004)
 OM0226
 OM0226'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 OM0226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0185 ***********************************************************************
 OM0185  DESIGNATION -  G 105
 OM0185  PID         -  OM0185
 OM0185  STATE/COUNTY-  WI/FOND DU LAC
 OM0185  USGS QUAD   -  BRANDON (1980)
 OM0185
 OM0185                         *CURRENT SURVEY CONTROL
 OM0185  ___________________________________________________________________
 OM0185* NAD 83(1986)-  43 42 19.     (N)    088 45 57.     (W)     SCALED    
 OM0185* NAVD 88     -       292.140  (meters)     958.46   (feet)  ADJUSTED  
 OM0185  ___________________________________________________________________
 OM0185  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 OM0185  DYNAMIC HT  -         292.075 (meters)     958.25  (feet)  COMP
 OM0185  MODELED GRAV-     980,387.4   (mgal)                       NAVD 88
 OM0185
 OM0185  VERT ORDER  -  SECOND    CLASS I
 OM0185
 OM0185.The horizontal coordinates were scaled from a topographic map and have
 OM0185.an estimated accuracy of +/- 6 seconds.
 OM0185
 OM0185.The orthometric height was determined by differential leveling
 OM0185.and adjusted by the National Geodetic Survey in February 2001..
 OM0185.No vertical observational check was made to the station.
 OM0185
 OM0185.The geoid height was determined by GEOID03.
 OM0185
 OM0185.The dynamic height is computed by dividing the NAVD 88
 OM0185.geopotential number by the normal gravity value computed on the
 OM0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0185.degrees latitude (g = 980.6199 gals.).
 OM0185
 OM0185.The modeled gravity was interpolated from observed gravity values.
 OM0185
 OM0185;                    North         East    Units  Estimated Accuracy
 OM0185;SPC WI S     -   190,180.      699,470.      MT  (+/- 180 meters Scaled)
 OM0185
 OM0185                          SUPERSEDED SURVEY CONTROL
 OM0185
 OM0185  NAVD 88 (06/15/91)  292.082  (m)          958.27   (f) UNKNOWN     2 0
 OM0185  NGVD 29 (??/??/92)  292.116  (m)          958.38   (f) ADJ UNCH    2 0
 OM0185
 OM0185.Superseded values are not recommended for survey control.
 OM0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0185.See file dsdata.txt to determine how the superseded data were derived.
 OM0185
 OM0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP577406(NAD 83)
 OM0185_MARKER: DB = BENCH MARK DISK
 OM0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0185_STAMPING: G 105 1934
 OM0185_MARK LOGO: CGS   
 OM0185_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0185+STABILITY: SURFACE MOTION
 OM0185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0185+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2006
 OM0185
 OM0185  HISTORY     - Date     Condition        Report By
 OM0185  HISTORY     - 1934     MONUMENTED       CGS
 OM0185  HISTORY     - 20000313 GOOD             WIDT
 OM0185  HISTORY     - 20030730 GOOD             USPSQD
 OM0185  HISTORY     - 20050517 GOOD             WIDT
 OM0185  HISTORY     - 20060919 GOOD             USPSQD
 OM0185
 OM0185                          STATION DESCRIPTION
 OM0185
 OM0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0185'2.2 MI S FROM BRANDON.
 OM0185'2.2 MILES SOUTH OF ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND
 OM0185'PACIFIC RAILROAD AT COUNTY ROAD X CROSSING, 4 POLES SOUTH OF
 OM0185'MILEPOLE 159.  SET IN POST, 45 FEET SOUTH OF CENTERLINE OF ROAD,
 OM0185'30 FEET EAST OF CENTERLINE OF THE TRACKS AND 3 FEET SOUTH OF
 OM0185'POLE.
 OM0185
 OM0185                          STATION RECOVERY (2000)
 OM0185
 OM0185'RECOVERY NOTE BY WI DEPT OF TRANSP 2000 (DJH)
 OM0185'THE STATION IS LOCATED ABOUT 27.36 KM (17.00 MI) WEST-SOUTHWEST OF
 OM0185'FOND DU LAC AND 8.05 KM (5.00 MI) NORTH-NORTHWEST OF WAUPUN.
 OM0185'OWNERSHIP--TOWN OF WAUPUN.  TO REACH THE STATION FROM THE JUNCTION OF
 OM0185'STATE HIGHWAY 49 WITH COUNTY HIGHWAY TC ABOUT 0.8 KM (0.50 MI)
 OM0185'SOUTHEAST OF THE VILLAGE OF BRANDON, GO SOUTH ON STATE HIGHWAY 49 FOR
 OM0185'2.41 KM (1.50 MI) TO AMITY ROAD, TURN LEFT AND GO EAST ON AMITY ROAD
 OM0185'FOR 0.64 KM (0.40 MI) TO THE WISCONSIN AND SOUTHERN LIMITED RAILROAD
 OM0185'TRACKS AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE CGS
 OM0185'BENCH MARK DISK STAMPED --G 105 1934-- SET IN THE TOP OF A 23-CM
 OM0185'(9-INCH) SQUARE CONCRETE POST PROJECTING 5-CM ABOVE THE GROUND AND
 OM0185'ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 13.2 M (43.3 FT)
 OM0185'SOUTH OF THE CENTERLINE OF AMITY ROAD, 8.3 M (27.2 FT) EAST OF THE
 OM0185'EASTERN MOST RAIL OF THE RAILROAD TRACKS, 30.6 M (100.4 FT) EAST OF
 OM0185'THE TELEPHONE PEDESTAL --E3 4--, AND 0.9 M (3.0 FT) NORTH OF AN ORANGE
 OM0185'FIBERGLASS WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 OM0185'OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT
 OM0185'FOR A TREE IN THE NORTHWEST QUADRANT EXTENDING TO 23 DEGREES ABOVE THE
 OM0185'HORIZON AND A POWER POLE IN THE NORTH QUADRANT EXTENDING TO 22 DEGREES
 OM0185'ABOVE THE HORIZON.
 OM0185
 OM0185                          STATION RECOVERY (2003)
 OM0185
 OM0185'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0185'STATION RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 FOOT
 OM0185'WEST OF A RUSTED YELLOW METAL POST WITH NO SIGN ATTACHED.
 OM0185
 OM0185                          STATION RECOVERY (2005)
 OM0185
 OM0185'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 OM0185'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 16 CM ABOVE GROUND
 OM0185'LEVEL, 0.9 M NORTH OF AN ORANGE FIBERGLASS WITNESS POST, AND 0.9 M
 OM0185'SOUTHWEST AND 0.9 M SOUTHEAST OF TWO WHITE PLASTIC WITNESS POSTS.
 OM0185'NOTE-- THE DISK IS LOOSE IN THE TOP OF THE CONCRETE POST.
 OM0185
 OM0185                          STATION RECOVERY (2006)
 OM0185
 OM0185'RECOVERY NOTE BY US POWER SQUADRON 2006
 OM0185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0091 ***********************************************************************
 OM0091  DESIGNATION -  G 106 RESET 1970
 OM0091  PID         -  OM0091
 OM0091  STATE/COUNTY-  WI/WAUKESHA
 OM0091  USGS QUAD   -  HARTLAND (1994)
 OM0091
 OM0091                         *CURRENT SURVEY CONTROL
 OM0091  ___________________________________________________________________
 OM0091* NAD 83(1986)-  43 05 06.     (N)    088 15 51.     (W)     SCALED    
 OM0091* NAVD 88     -       260.75   (+/-2cm)     855.5    (feet)  VERTCON   
 OM0091  ___________________________________________________________________
 OM0091  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 OM0091
 OM0091  VERT ORDER  -  THIRD (See Below)
 OM0091
 OM0091.The horizontal coordinates were scaled from a topographic map and have
 OM0091.an estimated accuracy of +/- 6 seconds.
 OM0091
 OM0091.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0091.The vertical order pertains to the NGVD 29 superseded value.
 OM0091
 OM0091.The geoid height was determined by GEOID03.
 OM0091
 OM0091;                    North         East    Units  Estimated Accuracy
 OM0091;SPC WI S     -   122,000.      741,330.      MT  (+/- 180 meters Scaled)
 OM0091
 OM0091                          SUPERSEDED SURVEY CONTROL
 OM0091
 OM0091  NGVD 29 (09/01/04)  260.82   (m)          855.7    (f) RESET       3  
 OM0091
 OM0091.Superseded values are not recommended for survey control.
 OM0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0091.See file dsdata.txt to determine how the superseded data were derived.
 OM0091
 OM0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN971710(NAD 83)
 OM0091_MARKER: DB = BENCH MARK DISK
 OM0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0091_STAMPING: G 106 RESET 1970
 OM0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0091+STABILITY: SURFACE MOTION
 OM0091
 OM0091  HISTORY     - Date     Condition        Report By
 OM0091  HISTORY     - 1970     MONUMENTED       NGS
 OM0091  HISTORY     - 20060821 MARK NOT FOUND   USPSQD
 OM0091
 OM0091                          STATION DESCRIPTION
 OM0091
 OM0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 OM0091'AT PEWAUKEE.
 OM0091'LOCATED NEAR THE SITE OF THE DESTROYED CHICAGO, MILWAUKEE,
 OM0091'ST. PAUL PACIFIC RAILROAD STATION AT THE NORTH EDGE OF PEWAUKEE,
 OM0091'20 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD, 52 FEET NORTH
 OM0091'OF THE NORTH CORNER OF DEL FARM FOOD STORE, 119 FEET NORTHEAST
 OM0091'OF THE NORTHEAST CORNER OF A SHELL SERVICE STATION, 3 FEET WEST OF
 OM0091'A TELEPHONE POLE, 1 FOOT WEST OF A METAL WITNESS POST AND 332
 OM0091'FEET EAST OF THE CROSSING OF THE RAILROAD AND WISCONSIN ST.,
 OM0091'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 4 INCHES.
 OM0091
 OM0091                          STATION RECOVERY (2006)
 OM0091
 OM0091'RECOVERY NOTE BY US POWER SQUADRON 2006
 OM0091'STATION WAS NOT RECOVERED.  IT APPEARS AS THOUGH THE STATION MAY BE
 OM0091'BURIED UNDER A GRAVEL PARKING LOT.  THE DESCRIBED POWER POLES AND
 OM0091'WITNESS POST ARE NOT PRESENT.  THE DESCRIPTION IS NO LONGER ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0293 ***********************************************************************
 OM0293  DESIGNATION -  G 107
 OM0293  PID         -  OM0293
 OM0293  STATE/COUNTY-  WI/JEFFERSON
 OM0293  USGS QUAD   -  WATERLOO (1976)
 OM0293
 OM0293                         *CURRENT SURVEY CONTROL
 OM0293  ___________________________________________________________________
 OM0293* NAD 83(1986)-  43 10 56.     (N)    088 59 34.     (W)     SCALED    
 OM0293* NAVD 88     -       252.477  (meters)     828.34   (feet)  ADJUSTED  
 OM0293  ___________________________________________________________________
 OM0293  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 OM0293  DYNAMIC HT  -         252.413 (meters)     828.12  (feet)  COMP
 OM0293  MODELED GRAV-     980,359.0   (mgal)                       NAVD 88
 OM0293
 OM0293  VERT ORDER  -  SECOND    CLASS 0
 OM0293
 OM0293.The horizontal coordinates were scaled from a topographic map and have
 OM0293.an estimated accuracy of +/- 6 seconds.
 OM0293
 OM0293.The orthometric height was determined by differential leveling
 OM0293.and adjusted by the National Geodetic Survey in June 1991..
 OM0293
 OM0293.The geoid height was determined by GEOID03.
 OM0293
 OM0293.The dynamic height is computed by dividing the NAVD 88
 OM0293.geopotential number by the normal gravity value computed on the
 OM0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0293.degrees latitude (g = 980.6199 gals.).
 OM0293
 OM0293.The modeled gravity was interpolated from observed gravity values.
 OM0293
 OM0293;                    North         East    Units  Estimated Accuracy
 OM0293;SPC WI S     -   131,830.      681,880.      MT  (+/- 180 meters Scaled)
 OM0293
 OM0293                          SUPERSEDED SURVEY CONTROL
 OM0293
 OM0293  NGVD 29 (??/??/92)  252.537  (m)          828.53   (f) ADJ UNCH    2 0
 OM0293
 OM0293.Superseded values are not recommended for survey control.
 OM0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0293.See file dsdata.txt to determine how the superseded data were derived.
 OM0293
 OM0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN380829(NAD 83)
 OM0293_MARKER: DB = BENCH MARK DISK
 OM0293_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OM0293_SP_SET: WALL
 OM0293_STAMPING: G-107 1934
 OM0293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0293
 OM0293  HISTORY     - Date     Condition        Report By
 OM0293  HISTORY     - 1934     MONUMENTED       CGS
 OM0293  HISTORY     - 1979     GOOD             ALSTER
 OM0293  HISTORY     - 20060916 MARK NOT FOUND   USPSQD
 OM0293
 OM0293                          STATION DESCRIPTION
 OM0293
 OM0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0293'AT WATERLOO.
 OM0293'AT THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC RAILROAD DEPOT.
 OM0293'SET VERTICALLY IN THE SOUTH WALL, 20 INCHES WEST OF THE SOUTHEAST
 OM0293'CORNER, 3.5 FEET ABOVE THE RAIL LEVEL.
 OM0293
 OM0293                          STATION RECOVERY (1979)
 OM0293
 OM0293'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1979
 OM0293'RECOVERED IN GOOD CONDITION.
 OM0293
 OM0293                          STATION RECOVERY (2006)
 OM0293
 OM0293'RECOVERY NOTE BY US POWER SQUADRON 2006
 OM0293'STATION NOT FOUND.  THE DEPOT HAS BEEN TORN DOWN AND REPLACED WITH A
 OM0293'WAREHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0452 ***********************************************************************
 OM0452  DESIGNATION -  G 108
 OM0452  PID         -  OM0452
 OM0452  STATE/COUNTY-  WI/DANE
 OM0452  USGS QUAD   -  BLACK EARTH (1982)
 OM0452
 OM0452                         *CURRENT SURVEY CONTROL
 OM0452  ___________________________________________________________________
 OM0452* NAD 83(1986)-  43 08 15.     (N)    089 44 28.     (W)     SCALED    
 OM0452* NAVD 88     -       249.137  (meters)     817.38   (feet)  ADJUSTED  
 OM0452  ___________________________________________________________________
 OM0452  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 OM0452  DYNAMIC HT  -         249.071 (meters)     817.16  (feet)  COMP
 OM0452  MODELED GRAV-     980,349.6   (mgal)                       NAVD 88
 OM0452
 OM0452  VERT ORDER  -  SECOND    CLASS 0
 OM0452
 OM0452.The horizontal coordinates were scaled from a topographic map and have
 OM0452.an estimated accuracy of +/- 6 seconds.
 OM0452
 OM0452.The orthometric height was determined by differential leveling
 OM0452.and adjusted by the National Geodetic Survey in June 1991..
 OM0452
 OM0452.The geoid height was determined by GEOID03.
 OM0452
 OM0452.The dynamic height is computed by dividing the NAVD 88
 OM0452.geopotential number by the normal gravity value computed on the
 OM0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0452.degrees latitude (g = 980.6199 gals.).
 OM0452
 OM0452.The modeled gravity was interpolated from observed gravity values.
 OM0452
 OM0452;                    North         East    Units  Estimated Accuracy
 OM0452;SPC WI S     -   126,400.      621,060.      MT  (+/- 180 meters Scaled)
 OM0452
 OM0452                          SUPERSEDED SURVEY CONTROL
 OM0452
 OM0452  NGVD 29 (??/??/92)  249.194  (m)          817.56   (f) ADJ UNCH    2 0
 OM0452
 OM0452.Superseded values are not recommended for survey control.
 OM0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0452.See file dsdata.txt to determine how the superseded data were derived.
 OM0452
 OM0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN770797(NAD 83)
 OM0452_MARKER: DB = BENCH MARK DISK
 OM0452_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OM0452_SP_SET: RAILROAD BRIDGE ABUTMENT
 OM0452_STAMPING: G 108 1934
 OM0452_MARK LOGO: CGS   
 OM0452_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OM0452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0452+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2003
 OM0452
 OM0452  HISTORY     - Date     Condition        Report By
 OM0452  HISTORY     - 1934     MONUMENTED       CGS
 OM0452  HISTORY     - 20030926 GOOD             WIDT
 OM0452
 OM0452                          STATION DESCRIPTION
 OM0452
 OM0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0452'0.4 MI E FROM BLACK EARTH.
 OM0452'0.4 MILE EAST OF ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND
 OM0452'PACIFIC RAILROAD 3 1/2 POLES EAST OF MILEPOST 114 AT BRIDGE B-230.
 OM0452'SET IN THE EAST BACKWALL 9 FEET SOUTH OF THE CENTER LINE OF THE
 OM0452'TRACK, 1 FOOT BELOW RAIL LEVEL.
 OM0452
 OM0452                          STATION RECOVERY (2003)
 OM0452
 OM0452'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (NGS)
 OM0452'OWNERSHIP--WISCONSIN AND SOUTHERN RAILROAD.  TO REACH THE STATION FROM
 OM0452'THE JUNCTION OF US HIGHWAY 14 WITH STATE HIGHWAY 78 WITH COUNTY
 OM0452'HIGHWAY F ON THE NORTH SIDE OF THE VILLAGE OF BLACK EARTH, GO SOUTH ON
 OM0452'STATE HIGHWAY 78 (MILL STREET) FOR 0.4 MI (0.64 KM) TO PARK STREET
 OM0452'TURN LEFT, AND GO EAST ON PARK STREET FOR 0.4 MI (0.64 KM) TO THE
 OM0452'STATION ON THE LEFT JUST AFTER CROSSING A BRIDGE.  THE STATION IS SET
 OM0452'IN TOP OF THE SOUTHWEST END OF THE EAST ABUTMENT OF A RAILROAD BRIDGE
 OM0452'SPANNING BLACK EARTH CREEK.  THE STATION IS A BRASS US COAST AND
 OM0452'GEODETIC SURVEY BENCH MARK DISK SET IN A SMALL BRIDGE ABUTMENT AND
 OM0452'LEVEL WITH THE STREET PAVEMENT.  THE STATION IS 45.7 M (149.9 FT)
 OM0452'NORTH OF THE CENTERLINE OF PARK STREET, 2.7 M (8.9 FT) SOUTHWEST OF
 OM0452'THE CENTER OF THE RAILS, 0.2 M (0.7 FT) NORTHEAST OF THE SOUTHWEST
 OM0452'LEVEL EDGE OF THE ABUTMENT.  ---NOTE---THIS STATION HAS NO VISIBLE
 OM0452'OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT
 OM0452'FOR TREES IN THE NORTH QUADRANT EXTENDING TO 25 DEGREES ABOVE THE
 OM0452'HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0474 ***********************************************************************
 OM0474  DESIGNATION -  G 109
 OM0474  PID         -  OM0474
 OM0474  STATE/COUNTY-  WI/SAUK
 OM0474  USGS QUAD   -  SAUK PRAIRIE (1975)
 OM0474
 OM0474                         *CURRENT SURVEY CONTROL
 OM0474  ___________________________________________________________________
 OM0474* NAD 83(1986)-  43 19 20.     (N)    089 45 30.     (W)     SCALED    
 OM0474* NAVD 88     -       248.947  (meters)     816.75   (feet)  ADJUSTED  
 OM0474  ___________________________________________________________________
 OM0474  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 OM0474  DYNAMIC HT  -         248.883 (meters)     816.54  (feet)  COMP
 OM0474  MODELED GRAV-     980,357.2   (mgal)                       NAVD 88
 OM0474
 OM0474  VERT ORDER  -  SECOND    CLASS 0
 OM0474
 OM0474.The horizontal coordinates were scaled from a topographic map and have
 OM0474.an estimated accuracy of +/- 6 seconds.
 OM0474
 OM0474.The orthometric height was determined by differential leveling
 OM0474.and adjusted by the National Geodetic Survey in June 1991..
 OM0474
 OM0474.The geoid height was determined by GEOID03.
 OM0474
 OM0474.The dynamic height is computed by dividing the NAVD 88
 OM0474.geopotential number by the normal gravity value computed on the
 OM0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0474.degrees latitude (g = 980.6199 gals.).
 OM0474
 OM0474.The modeled gravity was interpolated from observed gravity values.
 OM0474
 OM0474;                    North         East    Units  Estimated Accuracy
 OM0474;SPC WI S     -   146,910.      619,600.      MT  (+/- 180 meters Scaled)
 OM0474
 OM0474                          SUPERSEDED SURVEY CONTROL
 OM0474
 OM0474  NGVD 29 (??/??/92)  248.997  (m)          816.92   (f) ADJ UNCH    2 0
 OM0474
 OM0474.Superseded values are not recommended for survey control.
 OM0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0474.See file dsdata.txt to determine how the superseded data were derived.
 OM0474
 OM0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP763002(NAD 83)
 OM0474_MARKER: DB = BENCH MARK DISK
 OM0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0474_STAMPING: G-109 1934
 OM0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0474+STABILITY: SURFACE MOTION
 OM0474
 OM0474  HISTORY     - Date     Condition        Report By
 OM0474  HISTORY     - 1934     MONUMENTED       CGS
 OM0474
 OM0474                          STATION DESCRIPTION
 OM0474
 OM0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0474'3.4 MI N FROM PRAIRIE DU SAC.
 OM0474'3.4 MILES NORTH OF BANK ALONG U.S. HIGHWAY 12.  SET IN
 OM0474'CONCRETE POST 39 FEET EAST OF THE CENTER LINE OF HIGHWAY, 3
 OM0474'FEET NORTHEAST OF CORNER FENCE POST, 1 FOOT ABOVE ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0475 ***********************************************************************
 OM0475  DESIGNATION -  G 109 RESET
 OM0475  PID         -  OM0475
 OM0475  STATE/COUNTY-  WI/SAUK
 OM0475  USGS QUAD   -  SAUK PRAIRIE (1975)
 OM0475
 OM0475                         *CURRENT SURVEY CONTROL
 OM0475  ___________________________________________________________________
 OM0475* NAD 83(1986)-  43 19 20.     (N)    089 45 33.     (W)     SCALED    
 OM0475* NAVD 88     -       248.88   (+/-2cm)     816.5    (feet)  VERTCON   
 OM0475  ___________________________________________________________________
 OM0475  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 OM0475
 OM0475  VERT ORDER  -  THIRD (See Below)
 OM0475
 OM0475.The horizontal coordinates were scaled from a topographic map and have
 OM0475.an estimated accuracy of +/- 6 seconds.
 OM0475
 OM0475.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0475.The vertical order pertains to the NGVD 29 superseded value.
 OM0475
 OM0475.The geoid height was determined by GEOID03.
 OM0475
 OM0475;                    North         East    Units  Estimated Accuracy
 OM0475;SPC WI S     -   146,910.      619,530.      MT  (+/- 180 meters Scaled)
 OM0475
 OM0475                          SUPERSEDED SURVEY CONTROL
 OM0475
 OM0475  NGVD 29 (09/01/04)  248.93   (m)          816.7    (f) RESET       3  
 OM0475
 OM0475.Superseded values are not recommended for survey control.
 OM0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0475.See file dsdata.txt to determine how the superseded data were derived.
 OM0475
 OM0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP762002(NAD 83)
 OM0475_MARKER: DB = BENCH MARK DISK
 OM0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0475_STAMPING: G 109 1934 RESET
 OM0475_MARK LOGO: CGS   
 OM0475_PROJECTION: PROJECTING 18 CENTIMETERS
 OM0475_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OM0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0475+STABILITY: SURFACE MOTION
 OM0475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0475+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2003
 OM0475
 OM0475  HISTORY     - Date     Condition        Report By
 OM0475  HISTORY     - 1946     MONUMENTED       WIHD
 OM0475  HISTORY     - 1951     GOOD             NGS
 OM0475  HISTORY     - 1991     GOOD             USPSQD
 OM0475  HISTORY     - 20021016 GOOD             WIDT
 OM0475  HISTORY     - 20031020 GOOD             USPSQD
 OM0475
 OM0475                          STATION DESCRIPTION
 OM0475
 OM0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OM0475'3.4 MI N FROM PRAIRIE DU SAC.
 OM0475'3.4 MILES NORTH ALONG U.S. HIGHWAY 12 FROM THE BANK OF PRAIRIE
 OM0475'DU SAC AT PRAIRIE DU SAC, SAUK COUNTY, 37.3 FEET WEST OF THE
 OM0475'CENTER LINE OF THE WEST LANE OF THE DUAL HIGHWAY, AND ABOUT 1
 OM0475'FOOT HIGHER THAN THE ROADBED.  A STANDARD DISK, STAMPED G 109
 OM0475'1934 RESET AND SET IN THE TOP OF A CONCRETE POST.
 OM0475
 OM0475                          STATION RECOVERY (1991)
 OM0475
 OM0475'RECOVERY NOTE BY US POWER SQUADRON 1991 (DAH)
 OM0475'RECOVERED IN GOOD CONDITION.
 OM0475
 OM0475                          STATION RECOVERY (2002)
 OM0475
 OM0475'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (DJH)
 OM0475'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 OM0475'STATION FROM THE JUNCTION OF US HIGHWAY 12 WITH STATE HIGHWAY 60 ABOUT
 OM0475'1.9 MI (3.06 KM) WEST OF THE VILLAGE OF SAUK CITY.  GO NORTH ON US
 OM0475'HIGHWAY 12 FOR 3.5 MI (5.63 KM) TO THE STATION ON THE LEFT.  THE
 OM0475'STATION IS 11.4 M (37.4 FT) WEST OF THE SOUTHBOUND LANES OF US HIGHWAY
 OM0475'12, 22.7 M (74.5 FT) SOUTH OF A TELEPHONE PEDESTAL --1668-- AND 4.5 M
 OM0475'(14.8 FT) NORTH OF THE CENTERLINE OF A PRIVATE ENTRANCE --S8903A--.
 OM0475'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATION DUE TO THE
 OM0475'TREES EXTENDING TO 60 DEGREES ABOVE THE HORIZON.
 OM0475
 OM0475                          STATION RECOVERY (2003)
 OM0475
 OM0475'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAH)
 OM0475'FOUND AS DESCRIBED. ADDITIONAL DATA, AT FIRE MARKER S8903A/HWY 12, 12
 OM0475'FEET 3 INCHES N OF C/L OF PAVED DRIVEWAY, 9 INCHES E OF ORANGE SURVEY
 OM0475'WITNESS POST, 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO0037 ***********************************************************************
 QO0037  DESIGNATION -  G 11
 QO0037  PID         -  QO0037
 QO0037  STATE/COUNTY-  WI/BARRON
 QO0037  USGS QUAD   -  CLAYTON (1978)
 QO0037
 QO0037                         *CURRENT SURVEY CONTROL
 QO0037  ___________________________________________________________________
 QO0037* NAD 83(1986)-  45 21 34.     (N)    092 09 15.     (W)     SCALED    
 QO0037* NAVD 88     -       374.331  (meters)    1228.12   (feet)  ADJUSTED  
 QO0037  ___________________________________________________________________
 QO0037  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 QO0037  DYNAMIC HT  -         374.290 (meters)    1227.98  (feet)  COMP
 QO0037  MODELED GRAV-     980,494.9   (mgal)                       NAVD 88
 QO0037
 QO0037  VERT ORDER  -  FIRST     CLASS II
 QO0037
 QO0037.The horizontal coordinates were scaled from a topographic map and have
 QO0037.an estimated accuracy of +/- 6 seconds.
 QO0037
 QO0037.The orthometric height was determined by differential leveling
 QO0037.and adjusted by the National Geodetic Survey in June 1991..
 QO0037
 QO0037.The geoid height was determined by GEOID03.
 QO0037
 QO0037.The dynamic height is computed by dividing the NAVD 88
 QO0037.geopotential number by the normal gravity value computed on the
 QO0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0037.degrees latitude (g = 980.6199 gals.).
 QO0037
 QO0037.The modeled gravity was interpolated from observed gravity values.
 QO0037
 QO0037;                    North         East    Units  Estimated Accuracy
 QO0037;SPC WI C     -   171,820.      431,240.      MT  (+/- 180 meters Scaled)
 QO0037
 QO0037                          SUPERSEDED SURVEY CONTROL
 QO0037
 QO0037  NGVD 29 (??/??/92)  374.285  (m)         1227.97   (f) ADJ UNCH    1 2
 QO0037
 QO0037.Superseded values are not recommended for survey control.
 QO0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0037.See file dsdata.txt to determine how the superseded data were derived.
 QO0037
 QO0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL662232(NAD 83)
 QO0037_MARKER: DB = BENCH MARK DISK
 QO0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0037_STAMPING: G-11 1933
 QO0037_PROJECTION: PROJECTING 5 CENTIMETERS
 QO0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0037+STABILITY: SURFACE MOTION
 QO0037
 QO0037  HISTORY     - Date     Condition        Report By
 QO0037  HISTORY     - 1933     MONUMENTED       CGS
 QO0037  HISTORY     - 1935     GOOD             NGS
 QO0037  HISTORY     - 1980     GOOD             NGS
 QO0037  HISTORY     - 20040907 MARK NOT FOUND   WIDT
 QO0037
 QO0037                          STATION DESCRIPTION
 QO0037
 QO0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QO0037'2.2 MI NE FROM CLAYTON.
 QO0037'ALONG THE MINNEAPOLIS ST. PAUL ASHLAND DIVISION OF THE CHICAGO AND
 QO0037'NORTH WESTERN RAILWAY, ABOUT 300 FEET SOUTH OF MILEPOST 40, ABOUT 2
 QO0037'MILES SOUTH OF TURTLE LAKE, AT THE NORTHEAST CORNER OF A ROAD
 QO0037'CROSSING.  73 FEET NORTHEAST OF THE CENTER OF THE CROSSING, 52.5 FEET
 QO0037'EAST OF THE EAST RAIL, 25 FEET NORTH OF THE CENTERLINE OF SECTION LINE
 QO0037'ROAD, 6 FEET SOUTHEAST OF CORNER FENCE POST, AND ABOUT 2 FEET BELOW
 QO0037'TOP OF RAIL.
 QO0037
 QO0037                          STATION RECOVERY (1935)
 QO0037
 QO0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 QO0037'RECOVERED IN GOOD CONDITION.
 QO0037
 QO0037                          STATION RECOVERY (1980)
 QO0037
 QO0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 QO0037'2.3 KM (1.45 MI) WEST ALONG U.S. HIGHWAYS 8 AND 63 FROM THE JUNCTION
 QO0037'OF U.S. HIGHWAY 63 NORTH IN TURTLE LAKE, THENCE 4.1 KM (2.55 MI) SOUTH
 QO0037'ALONG U.S. HIGHWAY 63, THENCE 1.0 KM (0.6 MI) EAST ALONG 105TH AVENUE,
 QO0037'AT THE CHICAGO AND NORTHWESTERN RAILROAD CROSSING, 90 M (300 FT) SOUTH
 QO0037'OF MILEPOST 40, 22.1 M (73.0 FT) NORTHEAST OF THE RAILROAD CROSSING,
 QO0037'16.0 M (52.5 FT) EAST OF THE EAST RAIL, 7.6 M (25.0 FT) NORTH OF THE
 QO0037'CENTER OF THE AVENUE, 1.8 M (6.0 FT) SOUTHEAST OF A CORNER FENCE POST.
 QO0037'NOTE-NOT LEVELED AT THIS TIME.
 QO0037'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 QO0037'THE MARK IS 0.9 M BELOW THE AVENUE.
 QO0037
 QO0037                          STATION RECOVERY (2004)
 QO0037
 QO0037'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QO0037'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0009 ***********************************************************************
 NJ0009  DESIGNATION -  G 110
 NJ0009  PID         -  NJ0009
 NJ0009  STATE/COUNTY-  WI/LAFAYETTE
 NJ0009  USGS QUAD   -  MIFFLIN (1952)
 NJ0009
 NJ0009                         *CURRENT SURVEY CONTROL
 NJ0009  ___________________________________________________________________
 NJ0009* NAD 83(1986)-  42 48 22.     (N)    090 22 10.     (W)     SCALED    
 NJ0009* NAVD 88     -       349.764  (meters)    1147.52   (feet)  ADJUSTED  
 NJ0009  ___________________________________________________________________
 NJ0009  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 NJ0009  DYNAMIC HT  -         349.660 (meters)    1147.18  (feet)  COMP
 NJ0009  MODELED GRAV-     980,312.2   (mgal)                       NAVD 88
 NJ0009
 NJ0009  VERT ORDER  -  SECOND    CLASS 0
 NJ0009
 NJ0009.The horizontal coordinates were scaled from a topographic map and have
 NJ0009.an estimated accuracy of +/- 6 seconds.
 NJ0009
 NJ0009.The orthometric height was determined by differential leveling
 NJ0009.and adjusted by the National Geodetic Survey in June 1991..
 NJ0009
 NJ0009.The geoid height was determined by GEOID03.
 NJ0009
 NJ0009.The dynamic height is computed by dividing the NAVD 88
 NJ0009.geopotential number by the normal gravity value computed on the
 NJ0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0009.degrees latitude (g = 980.6199 gals.).
 NJ0009
 NJ0009.The modeled gravity was interpolated from observed gravity values.
 NJ0009
 NJ0009;                    North         East    Units  Estimated Accuracy
 NJ0009;SPC WI S     -    89,620.      569,780.      MT  (+/- 180 meters Scaled)
 NJ0009
 NJ0009                          SUPERSEDED SURVEY CONTROL
 NJ0009
 NJ0009  NGVD 29 (??/??/92)  349.839  (m)         1147.76   (f) ADJ UNCH    2 0
 NJ0009
 NJ0009.Superseded values are not recommended for survey control.
 NJ0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0009.See file dsdata.txt to determine how the superseded data were derived.
 NJ0009
 NJ0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH150426(NAD 83)
 NJ0009_MARKER: DB = BENCH MARK DISK
 NJ0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0009_STAMPING: G 110 1934
 NJ0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0009+STABILITY: SURFACE MOTION
 NJ0009
 NJ0009  HISTORY     - Date     Condition        Report By
 NJ0009  HISTORY     - 1934     MONUMENTED       CGS
 NJ0009  HISTORY     - 19961005 GOOD             USPSQD
 NJ0009  HISTORY     - 19981118 MARK NOT FOUND   USPSQD
 NJ0009  HISTORY     - 20040423 MARK NOT FOUND   JCLS
 NJ0009
 NJ0009                          STATION DESCRIPTION
 NJ0009
 NJ0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0009'2.6 MI NE FROM LESLIE.
 NJ0009'ABOUT 2.6 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NJ0009'RAILWAY FROM THE STATION AT LESLIE, LAFAYETTE  COUNTY, AT A
 NJ0009'ROAD CROSSING, 23 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 NJ0009'42 FEET EAST OF THE CENTER LINE OF THE TRACK, 10 FEET WEST OF
 NJ0009'A FENCE CORNER, 1 FOOT NORTH OF A FENCE, AND ABOUT 3 FEET
 NJ0009'HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED G 110 1934
 NJ0009'AND SET IN THE TOP OF A CONCRETE POST.
 NJ0009
 NJ0009                          STATION RECOVERY (1996)
 NJ0009
 NJ0009'RECOVERY NOTE BY US POWER SQUADRON 1996
 NJ0009'RECOVERED IN GOOD CONDITION.
 NJ0009
 NJ0009                          STATION RECOVERY (1998)
 NJ0009
 NJ0009'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0009'MARK NOT FOUND.
 NJ0009
 NJ0009                          STATION RECOVERY (2004)
 NJ0009
 NJ0009'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 NJ0009'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0033 ***********************************************************************
 NJ0033  DESIGNATION -  G 111
 NJ0033  PID         -  NJ0033
 NJ0033  STATE/COUNTY-  WI/LAFAYETTE
 NJ0033  USGS QUAD   -  NEW DIGGINGS (1952)
 NJ0033
 NJ0033                         *CURRENT SURVEY CONTROL
 NJ0033  ___________________________________________________________________
 NJ0033* NAD 83(1986)-  42 33 57.     (N)    090 19 38.     (W)     SCALED    
 NJ0033* NAVD 88     -       233.970  (meters)     767.62   (feet)  ADJUSTED  
 NJ0033  ___________________________________________________________________
 NJ0033  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 NJ0033  DYNAMIC HT  -         233.899 (meters)     767.38  (feet)  COMP
 NJ0033  MODELED GRAV-     980,315.5   (mgal)                       NAVD 88
 NJ0033
 NJ0033  VERT ORDER  -  SECOND    CLASS 0
 NJ0033
 NJ0033.The horizontal coordinates were scaled from a topographic map and have
 NJ0033.an estimated accuracy of +/- 6 seconds.
 NJ0033
 NJ0033.The orthometric height was determined by differential leveling
 NJ0033.and adjusted by the National Geodetic Survey in June 1991..
 NJ0033
 NJ0033.The geoid height was determined by GEOID03.
 NJ0033
 NJ0033.The dynamic height is computed by dividing the NAVD 88
 NJ0033.geopotential number by the normal gravity value computed on the
 NJ0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0033.degrees latitude (g = 980.6199 gals.).
 NJ0033
 NJ0033.The modeled gravity was interpolated from observed gravity values.
 NJ0033
 NJ0033;                    North         East    Units  Estimated Accuracy
 NJ0033;SPC WI S     -    62,910.      573,130.      MT  (+/- 180 meters Scaled)
 NJ0033
 NJ0033                          SUPERSEDED SURVEY CONTROL
 NJ0033
 NJ0033  NGVD 29 (??/??/92)  234.038  (m)          767.84   (f) ADJ UNCH    2 0
 NJ0033
 NJ0033.Superseded values are not recommended for survey control.
 NJ0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0033.See file dsdata.txt to determine how the superseded data were derived.
 NJ0033
 NJ0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH193160(NAD 83)
 NJ0033_MARKER: DB = BENCH MARK DISK
 NJ0033_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0033_SP_SET: BRIDGE
 NJ0033_STAMPING: G 111 1934
 NJ0033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0033
 NJ0033  HISTORY     - Date     Condition        Report By
 NJ0033  HISTORY     - 1934     MONUMENTED       CGS
 NJ0033  HISTORY     - 19981118 MARK NOT FOUND   USPSQD
 NJ0033
 NJ0033                          STATION DESCRIPTION
 NJ0033
 NJ0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0033'3.4 MI E FROM BENTON.
 NJ0033'ABOUT 3.4 MILES EAST ALONG STATE HIGHWAY 11 FROM THE MUNICIPAL
 NJ0033'BUILDING AT BENTON, LAFAYETTE  COUNTY, AT A BRIDGE, IN THE TOP
 NJ0033'OF THE SOUTH SIDE OF THE WEST CONCRETE ABUTMENT, 2 FEET SOUTH
 NJ0033'OF THE HEAD WALL, 10 FEET SOUTH OF THE CENTER LINE OF THE
 NJ0033'BRIDGE, AND ABOUT LEVEL WITH THE ROADWAY.  A STANDARD DISK,
 NJ0033'STAMPED G 111 1934.
 NJ0033
 NJ0033                          STATION RECOVERY (1998)
 NJ0033
 NJ0033'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0760 ***********************************************************************
 NH0760  DESIGNATION -  G 112
 NH0760  PID         -  NH0760
 NH0760  STATE/COUNTY-  WI/GREEN
 NH0760  USGS QUAD   -  MONROE (1982)
 NH0760
 NH0760                         *CURRENT SURVEY CONTROL
 NH0760  ___________________________________________________________________
 NH0760* NAD 83(1986)-  42 35 43.     (N)    089 38 28.     (W)     SCALED    
 NH0760* NAVD 88     -       326.261  (meters)    1070.41   (feet)  ADJUSTED  
 NH0760  ___________________________________________________________________
 NH0760  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 NH0760  DYNAMIC HT  -         326.160 (meters)    1070.08  (feet)  COMP
 NH0760  MODELED GRAV-     980,301.3   (mgal)                       NAVD 88
 NH0760
 NH0760  VERT ORDER  -  SECOND    CLASS 0
 NH0760
 NH0760.The horizontal coordinates were scaled from a topographic map and have
 NH0760.an estimated accuracy of +/- 6 seconds.
 NH0760
 NH0760.The orthometric height was determined by differential leveling
 NH0760.and adjusted by the National Geodetic Survey in June 1991..
 NH0760
 NH0760.The geoid height was determined by GEOID03.
 NH0760
 NH0760.The dynamic height is computed by dividing the NAVD 88
 NH0760.geopotential number by the normal gravity value computed on the
 NH0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0760.degrees latitude (g = 980.6199 gals.).
 NH0760
 NH0760.The modeled gravity was interpolated from observed gravity values.
 NH0760
 NH0760;                    North         East    Units  Estimated Accuracy
 NH0760;SPC WI S     -    66,190.      629,460.      MT  (+/- 180 meters Scaled)
 NH0760
 NH0760                          SUPERSEDED SURVEY CONTROL
 NH0760
 NH0760  NGVD 29 (??/??/92)  326.342  (m)         1070.67   (f) ADJ UNCH    2 0
 NH0760
 NH0760.Superseded values are not recommended for survey control.
 NH0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0760.See file dsdata.txt to determine how the superseded data were derived.
 NH0760
 NH0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN833192(NAD 83)
 NH0760_MARKER: DB = BENCH MARK DISK
 NH0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0760_STAMPING: G-112 1934
 NH0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0760+STABILITY: SURFACE MOTION
 NH0760
 NH0760  HISTORY     - Date     Condition        Report By
 NH0760  HISTORY     - 1934     MONUMENTED       CGS
 NH0760  HISTORY     - 1979     GOOD             ALSTER
 NH0760  HISTORY     - 20010303 MARK NOT FOUND   NGS
 NH0760
 NH0760                          STATION DESCRIPTION
 NH0760
 NH0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NH0760'AT MONROE.
 NH0760'AT MONROE ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC
 NH0760'RAILROAD TO 16TH AVENUE OVERPASS, ABOUT 500 FEET EAST OF DEPOT.
 NH0760'SET VERTICALLY IN THE EAST CONCRETE PIER, 9 FEET SOUTH OF THE
 NH0760'CENTER LINE OF THE TRACK, 1.5 FEET ABOVE RAIL LEVEL.
 NH0760
 NH0760                          STATION RECOVERY (1979)
 NH0760
 NH0760'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1979
 NH0760'RECOVERED IN GOOD CONDITION.
 NH0760
 NH0760                          STATION RECOVERY (2001)
 NH0760
 NH0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0760'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0777 ***********************************************************************
 NH0777  DESIGNATION -  G 113
 NH0777  PID         -  NH0777
 NH0777  STATE/COUNTY-  WI/GREEN
 NH0777  USGS QUAD   -  MONTICELLO (1981)
 NH0777
 NH0777                         *CURRENT SURVEY CONTROL
 NH0777  ___________________________________________________________________
 NH0777* NAD 83(1986)-  42 42 52.     (N)    089 35 07.     (W)     SCALED    
 NH0777* NAVD 88     -       264.372  (meters)     867.36   (feet)  ADJUSTED  
 NH0777  ___________________________________________________________________
 NH0777  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 NH0777  DYNAMIC HT  -         264.294 (meters)     867.10  (feet)  COMP
 NH0777  MODELED GRAV-     980,317.4   (mgal)                       NAVD 88
 NH0777
 NH0777  VERT ORDER  -  SECOND    CLASS 0
 NH0777
 NH0777.The horizontal coordinates were scaled from a topographic map and have
 NH0777.an estimated accuracy of +/- 6 seconds.
 NH0777
 NH0777.The orthometric height was determined by differential leveling
 NH0777.and adjusted by the National Geodetic Survey in June 1991..
 NH0777
 NH0777.The geoid height was determined by GEOID03.
 NH0777
 NH0777.The dynamic height is computed by dividing the NAVD 88
 NH0777.geopotential number by the normal gravity value computed on the
 NH0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0777.degrees latitude (g = 980.6199 gals.).
 NH0777
 NH0777.The modeled gravity was interpolated from observed gravity values.
 NH0777
 NH0777;                    North         East    Units  Estimated Accuracy
 NH0777;SPC WI S     -    79,450.      633,970.      MT  (+/- 180 meters Scaled)
 NH0777
 NH0777                          SUPERSEDED SURVEY CONTROL
 NH0777
 NH0777  NGVD 29 (??/??/92)  264.449  (m)          867.61   (f) ADJ UNCH    2 0
 NH0777
 NH0777.Superseded values are not recommended for survey control.
 NH0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0777.See file dsdata.txt to determine how the superseded data were derived.
 NH0777
 NH0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN882323(NAD 83)
 NH0777_MARKER: DB = BENCH MARK DISK
 NH0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0777_STAMPING: G 113 1934
 NH0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0777+STABILITY: SURFACE MOTION
 NH0777
 NH0777  HISTORY     - Date     Condition        Report By
 NH0777  HISTORY     - 1934     MONUMENTED       CGS
 NH0777  HISTORY     - 1961     GOOD             NGS
 NH0777  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH0777
 NH0777                          STATION DESCRIPTION
 NH0777
 NH0777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 NH0777'AT MONTICELLO.
 NH0777'ABOUT 2.3 MI S ALONG ICRR FROM STATION AT MONTICELLO, GREEN
 NH0777'COUNTY, AT A ROAD CROSSING AT THE S SIXTEENTH COR. OF SECS. 19
 NH0777'AND 20, T 3 N, R 8 E, 70 FT SE OF ROAD AND RR X-ING, 35 FT S
 NH0777'OF A POLE, 1 FT W OF A FENCE POST AND ABOUT 2.6 FT LOWER THAN
 NH0777'RAIL.  A STANDARD DISK, STAMPED G 113 1934, AND SET IN THE TOP
 NH0777'OF A CONCRETE POST.
 NH0777
 NH0777                          STATION RECOVERY (2001)
 NH0777
 NH0777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0777'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0026 ***********************************************************************
 NH0026  DESIGNATION -  G 118
 NH0026  PID         -  NH0026
 NH0026  STATE/COUNTY-  WI/WALWORTH
 NH0026  USGS QUAD   -  HEBRON (1972)
 NH0026
 NH0026                         *CURRENT SURVEY CONTROL
 NH0026  ___________________________________________________________________
 NH0026* NAD 83(1986)-  42 29 59.     (N)    088 26 32.     (W)     SCALED    
 NH0026* NAVD 88     -       275.679  (meters)     904.46   (feet)  ADJUSTED  
 NH0026  ___________________________________________________________________
 NH0026  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 NH0026  DYNAMIC HT  -         275.591 (meters)     904.17  (feet)  COMP
 NH0026  MODELED GRAV-     980,293.5   (mgal)                       NAVD 88
 NH0026
 NH0026  VERT ORDER  -  SECOND    CLASS I
 NH0026
 NH0026.The horizontal coordinates were scaled from a topographic map and have
 NH0026.an estimated accuracy of +/- 6 seconds.
 NH0026
 NH0026.The orthometric height was determined by differential leveling
 NH0026.and adjusted by the National Geodetic Survey in June 1991..
 NH0026
 NH0026.The geoid height was determined by GEOID03.
 NH0026
 NH0026.The dynamic height is computed by dividing the NAVD 88
 NH0026.geopotential number by the normal gravity value computed on the
 NH0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0026.degrees latitude (g = 980.6199 gals.).
 NH0026
 NH0026.The modeled gravity was interpolated from observed gravity values.
 NH0026
 NH0026;                    North         East    Units  Estimated Accuracy
 NH0026;SPC WI S     -    56,710.      728,050.      MT  (+/- 180 meters Scaled)
 NH0026
 NH0026                          SUPERSEDED SURVEY CONTROL
 NH0026
 NH0026  NGVD 29 (??/??/92)  275.745  (m)          904.67   (f) ADJ UNCH    2 0
 NH0026
 NH0026.Superseded values are not recommended for survey control.
 NH0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0026.See file dsdata.txt to determine how the superseded data were derived.
 NH0026
 NH0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN814062(NAD 83)
 NH0026_MARKER: DB = BENCH MARK DISK
 NH0026_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NH0026_SP_SET: BRIDGE PIER
 NH0026_STAMPING: G 118 1960
 NH0026_MARK LOGO: CGS   
 NH0026_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NH0026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0026_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NH0026+SATELLITE: SATELLITE OBSERVATIONS - 2001
 NH0026
 NH0026  HISTORY     - Date     Condition        Report By
 NH0026  HISTORY     - 1960     MONUMENTED       CGS
 NH0026  HISTORY     - 2001     GOOD             WIDT
 NH0026
 NH0026                          STATION DESCRIPTION
 NH0026
 NH0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0026'2.2 MI SE FROM ZENDA.
 NH0026'ABOUT 2.2 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NH0026'AND PACIFIC RAILROAD FROM THE STATION AT ZENDA, AT MILEPOLE 65,
 NH0026'SET VERTICALLY IN THE SOUTHEAST FACE OF THE NORTHWEST PIER
 NH0026'UNDER THE RAILROAD OVERPASS OVER STATE HIGHWAY 120, 21 FEET WEST
 NH0026'OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT NORTHEAST OF THE
 NH0026'SOUTHWEST END OF THE PIER, 2 1/2 FEET ABOVE THE LEVEL OF THE
 NH0026'GROUND, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.  ALSO
 NH0026'ABOUT 0.6 MILE SOUTH ALONG ZENDA ROAD FROM THE CROSSING OF THE
 NH0026'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD AT ZENDA,
 NH0026'THENCE ABOUT 1.0 MILE EAST ALONG MOHAWK ROAD, THENCE ABOUT 0.55
 NH0026'MILE SOUTH ALONG HILLSIDE ROAD, THENCE ABOUT 1.0 MILE EAST ALONG
 NH0026'STATE LINE ROAD, THENCE ABOUT 0.35 MILE NORTH ALONG STATE
 NH0026'HIGHWAY 120.
 NH0026
 NH0026                          STATION RECOVERY (2001)
 NH0026
 NH0026'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 NH0026'THE STATION IS LOCATED ABOUT 48 KM EAST OF BELOIT, 10 KM SOUTH OF
 NH0026'LAKE GENEVA, AND 3 KM NORTH-NORTHEAST OF HEBRON, IL.
 NH0026'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION. TO REACH THE
 NH0026'STATION FROM THE JUNCTION OF STATE HIGHWAY 50 WITH STATE HIGHWAY 120
 NH0026'AT THE INTERSECTION OF MAIN STREET AND BROAD STREET IN THE CITY OF
 NH0026'LAKE GENEVA, GO SOUTH ON STATE HIGHWAY 120 (BROAD STREET) FOR 10.8 KM
 NH0026'TO THE WISCONSIN AND SOUTHERN RAILROAD AND THE STATION ON THE RIGHT.
 NH0026'THE STATION IS A BRONZE US COAST AND GEODETIC BENCH MARK DISK SET IN
 NH0026'THE SOUTHEAST CORNER OF WEST CONCRETE BRIDGE PIER AND ABOUT 1 M ABOVE
 NH0026'THE HIGHWAY PAVEMENT. THE STATION IS 6.2 M WEST OF THE CENTERLINE OF
 NH0026'STATE HIGHWAY 120, 7.1 M NORTH-NORTHWEST OF TOP CENTER OF A MANHOLE
 NH0026'COVER.    ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS
 NH0026'DUE TO A BRIDGE OVERHEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0462 ***********************************************************************
 NJ0462  DESIGNATION -  G 121
 NJ0462  PID         -  NJ0462
 NJ0462  STATE/COUNTY-  WI/GRANT
 NJ0462  USGS QUAD   -  GUTTENBERG (1978)
 NJ0462
 NJ0462                         *CURRENT SURVEY CONTROL
 NJ0462  ___________________________________________________________________
 NJ0462* NAD 83(1986)-  42 51 50.     (N)    091 04 23.     (W)     SCALED    
 NJ0462* NAVD 88     -       192.217  (meters)     630.63   (feet)  ADJUSTED  
 NJ0462  ___________________________________________________________________
 NJ0462  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 NJ0462  DYNAMIC HT  -         192.166 (meters)     630.46  (feet)  COMP
 NJ0462  MODELED GRAV-     980,349.8   (mgal)                       NAVD 88
 NJ0462
 NJ0462  VERT ORDER  -  FIRST     CLASS I
 NJ0462
 NJ0462.The horizontal coordinates were scaled from a topographic map and have
 NJ0462.an estimated accuracy of +/- 6 seconds.
 NJ0462
 NJ0462.The orthometric height was determined by differential leveling
 NJ0462.and adjusted by the National Geodetic Survey in June 1991..
 NJ0462
 NJ0462.The geoid height was determined by GEOID03.
 NJ0462
 NJ0462.The dynamic height is computed by dividing the NAVD 88
 NJ0462.geopotential number by the normal gravity value computed on the
 NJ0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0462.degrees latitude (g = 980.6199 gals.).
 NJ0462
 NJ0462.The modeled gravity was interpolated from observed gravity values.
 NJ0462
 NJ0462;                    North         East    Units  Estimated Accuracy
 NJ0462;SPC WI S     -    96,530.      512,310.      MT  (+/- 180 meters Scaled)
 NJ0462
 NJ0462                          SUPERSEDED SURVEY CONTROL
 NJ0462
 NJ0462  NGVD 29 (??/??/92)  192.264  (m)          630.79   (f) ADJ UNCH    1 1
 NJ0462
 NJ0462.Superseded values are not recommended for survey control.
 NJ0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0462.See file dsdata.txt to determine how the superseded data were derived.
 NJ0462
 NJ0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH574475(NAD 83)
 NJ0462_MARKER: DB = BENCH MARK DISK
 NJ0462_SETTING: 66 = SET IN ROCK OUTCROP
 NJ0462_SP_SET: ROCK WALL
 NJ0462_STAMPING: G 121 1970
 NJ0462_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NJ0462+STABILITY: POSITION/ELEVATION WELL
 NJ0462
 NJ0462  HISTORY     - Date     Condition        Report By
 NJ0462  HISTORY     - 1970     MONUMENTED       NGS
 NJ0462  HISTORY     - 19980930 GOOD             USPSQD
 NJ0462
 NJ0462                          STATION DESCRIPTION
 NJ0462
 NJ0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0462'2.8 MI N FROM GLEN HAVEN.
 NJ0462'ABOUT 0.2 MILE WEST ALONG A PAVED ROAD FROM THE POST OFFICE
 NJ0462'AT GLEN HAVEN, THENCE 2.55 MILES NORTH ALONG THE BURLINGTON
 NJ0462'NORTHERN RAILROAD, OR ABOUT 0.U5 MILE SOUTH ALONG THE MAIN STREET
 NJ0462'FROM THE POST OFFICE AT BAGLEY, THENCE 3.1 MILES SOUTHEAST ALONG
 NJ0462'THE BURLINGTON NORTHERN RAILROAD, 9 POLES NORTH OF MILEPOST
 NJ0462'225, 11 1/2 RAILS SOUTH OF THE MIDDLE ONE OF 3 TUBULAR CULVERTS,
 NJ0462'75.3 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, SET
 NJ0462'VERTICALLY IN THE WEST FACE OF A LONG 18-FOOT HIGH ROCK WALL,
 NJ0462'169 FEET NORTHEAST OF A METAL TELEPHONE BOX, 61 FEET NORTHEAST
 NJ0462'OF A TELEPHONE POLE, 2.6 FEET NORTHEAST OF A 14-INCH FORKED TREE,
 NJ0462'1 FOOT ABOVE THE LEVEL OF THE GROUND, AND ABOUT 6 1/2 FEET ABOVE
 NJ0462'THE LEVEL OF THE TRACK.  SECTION 34, T 4N, R 6W.
 NJ0462
 NJ0462                          STATION RECOVERY (1998)
 NJ0462
 NJ0462'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0358 ***********************************************************************
 ON0358  DESIGNATION -  G 122
 ON0358  PID         -  ON0358
 ON0358  STATE/COUNTY-  WI/CRAWFORD
 ON0358  USGS QUAD   -  HARPERS FERRY (1983)
 ON0358
 ON0358                         *CURRENT SURVEY CONTROL
 ON0358  ___________________________________________________________________
 ON0358* NAD 83(1986)-  43 08 03.     (N)    091 08 32.     (W)     SCALED    
 ON0358* NAVD 88     -       195.375  (meters)     640.99   (feet)  ADJUSTED  
 ON0358  ___________________________________________________________________
 ON0358  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 ON0358  DYNAMIC HT  -         195.328 (meters)     640.84  (feet)  COMP
 ON0358  MODELED GRAV-     980,371.8   (mgal)                       NAVD 88
 ON0358
 ON0358  VERT ORDER  -  FIRST     CLASS I
 ON0358
 ON0358.The horizontal coordinates were scaled from a topographic map and have
 ON0358.an estimated accuracy of +/- 6 seconds.
 ON0358
 ON0358.The orthometric height was determined by differential leveling
 ON0358.and adjusted by the National Geodetic Survey in June 1991..
 ON0358
 ON0358.The geoid height was determined by GEOID03.
 ON0358
 ON0358.The dynamic height is computed by dividing the NAVD 88
 ON0358.geopotential number by the normal gravity value computed on the
 ON0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0358.degrees latitude (g = 980.6199 gals.).
 ON0358
 ON0358.The modeled gravity was interpolated from observed gravity values.
 ON0358
 ON0358;                    North         East    Units  Estimated Accuracy
 ON0358;SPC WI S     -   126,630.      507,070.      MT  (+/- 180 meters Scaled)
 ON0358
 ON0358                          SUPERSEDED SURVEY CONTROL
 ON0358
 ON0358  NGVD 29 (??/??/92)  195.423  (m)          641.15   (f) ADJ UNCH    1 1
 ON0358
 ON0358.Superseded values are not recommended for survey control.
 ON0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0358.See file dsdata.txt to determine how the superseded data were derived.
 ON0358
 ON0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH510773(NAD 83)
 ON0358_MARKER: DB = BENCH MARK DISK
 ON0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0358_STAMPING: G 122 1970
 ON0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0358+STABILITY: SURFACE MOTION
 ON0358
 ON0358  HISTORY     - Date     Condition        Report By
 ON0358  HISTORY     - 1970     MONUMENTED       NGS
 ON0358
 ON0358                          STATION DESCRIPTION
 ON0358
 ON0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0358'5.5 MI N FROM PRAIRIE DU CHIEN.
 ON0358'ABOUT 5.5 MILES NORTH ALONG THE BURLINGTON NORTHERN RAILROAD
 ON0358'FROM THE STATION AT PRAIRIE DU CHIEN, OR ABOUT 5.9 MILES SOUTH
 ON0358'ALONG THE BURLINGTON NORTHERN RAILROAD FROM LOCK AND DAM NUMBER
 ON0358'9, 17 RAILS NORTH OF MILEPOST 245, 60 YARDS NORTH OF THE NORTH END
 ON0358'OF A CUT IN A BANK ON THE EAST SIDE OF THE HIGHWAY, 67 YARDS
 ON0358'SOUTH OF THE SOUTH END OF A CUT IN A BANK ON THE EAST SIDE OF
 ON0358'STATE HIGHWAY 35, 105 FEET EAST AND ACROSS THE HIGHWAY FROM THE
 ON0358'EAST RAIL OF THE EAST TRACK, 35 FEET EAST OF THE CENTER LINE OF THE
 ON0358'HIGHWAY, 83 FEET SOUTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY,
 ON0358'58 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM THE NORTH END OF A
 ON0358'METAL GUARDRAIL, 42 FEET NORTH-NORTHEAST OF THE NORTH END OF THE
 ON0358'EAST CONCRETE HEADWALL OF A BOX CULVERT UNDER THE HIGHWAY,
 ON0358'0.8 FOOT WEST OF THE SOUTH END OF A WOODEN FENCE, 1.4 FEET
 ON0358'NORTH OF A METAL WITNESS POST, ABOUT 7 FEET ABOVE THE LEVEL
 ON0358'OF THE TRACK, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY,
 ON0358'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH.
 ON0358'SECTION 36, T 8N, R 6W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0421 ***********************************************************************
 ON0421  DESIGNATION -  G 123
 ON0421  PID         -  ON0421
 ON0421  STATE/COUNTY-  WI/CRAWFORD
 ON0421  USGS QUAD   -  DE SOTO (1983)
 ON0421
 ON0421                         *CURRENT SURVEY CONTROL
 ON0421  ___________________________________________________________________
 ON0421* NAD 83(1986)-  43 24 22.     (N)    091 11 25.     (W)     SCALED    
 ON0421* NAVD 88     -       196.078  (meters)     643.30   (feet)  ADJUSTED  
 ON0421  ___________________________________________________________________
 ON0421  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 ON0421  DYNAMIC HT  -         196.040 (meters)     643.17  (feet)  COMP
 ON0421  MODELED GRAV-     980,418.7   (mgal)                       NAVD 88
 ON0421
 ON0421  VERT ORDER  -  FIRST     CLASS I
 ON0421
 ON0421.The horizontal coordinates were scaled from a topographic map and have
 ON0421.an estimated accuracy of +/- 6 seconds.
 ON0421
 ON0421.The orthometric height was determined by differential leveling
 ON0421.and adjusted by the National Geodetic Survey in June 1991..
 ON0421
 ON0421.The geoid height was determined by GEOID03.
 ON0421
 ON0421.The dynamic height is computed by dividing the NAVD 88
 ON0421.geopotential number by the normal gravity value computed on the
 ON0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0421.degrees latitude (g = 980.6199 gals.).
 ON0421
 ON0421.The modeled gravity was interpolated from observed gravity values.
 ON0421
 ON0421;                    North         East    Units  Estimated Accuracy
 ON0421;SPC WI S     -   156,890.      503,600.      MT  (+/- 180 meters Scaled)
 ON0421
 ON0421                          SUPERSEDED SURVEY CONTROL
 ON0421
 ON0421  NGVD 29 (??/??/92)  196.123  (m)          643.45   (f) ADJ UNCH    1 1
 ON0421
 ON0421.Superseded values are not recommended for survey control.
 ON0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0421.See file dsdata.txt to determine how the superseded data were derived.
 ON0421
 ON0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ465075(NAD 83)
 ON0421_MARKER: DB = BENCH MARK DISK
 ON0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0421_STAMPING: G 123 1970
 ON0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0421+STABILITY: SURFACE MOTION
 ON0421
 ON0421  HISTORY     - Date     Condition        Report By
 ON0421  HISTORY     - 1970     MONUMENTED       NGS
 ON0421
 ON0421                          STATION DESCRIPTION
 ON0421
 ON0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0421'1.4 MI SE FROM DE SOTO.
 ON0421'ABOUT 1.4 MILES SOUTHEAST ALONG THE BURLINGTON NORTHERN RAILROAD
 ON0421'FROM THE STATION AT DE SOTO, 0.55 MILE SOUTHEAST OF MILEPOST
 ON0421'269, 218 FEET EAST AND ACROSS STATE HIGHWAY 35 FROM THE EAST
 ON0421'RAIL OF THE EAST TRACK, 104 FEET EAST OF THE CENTER LINE OF STATE
 ON0421'HIGHWAY 35, 43 FEET WEST OF THE SOUTHWEST CORNER OF AN IMITATION
 ON0421'BRICK HOUSE, 45 FEET SOUTH OF A WOODEN STAIRWAY WHICH LEADS
 ON0421'UP A BANK TO THE HOUSE, ABOUT 7 FEET ABOVE THE LEVEL OF THE
 ON0421'TRACK, 1.4 FEET EAST OF A METAL WITNESS POST, ABOUT 3 FEET
 ON0421'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 ON0421'CONCRETE POST WHICH PROJECTS 2 INCHES.  SECTION 27, T 11 N,
 ON0421'R 7 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0242 ***********************************************************************
 ON0242  DESIGNATION -  G 124
 ON0242  PID         -  ON0242
 ON0242  STATE/COUNTY-  WI/LA CROSSE
 ON0242  USGS QUAD   -  LA CROSSE (1993)
 ON0242
 ON0242                         *CURRENT SURVEY CONTROL
 ON0242  ___________________________________________________________________
 ON0242* NAD 83(1986)-  43 45 11.     (N)    091 12 04.     (W)     SCALED    
 ON0242* NAVD 88     -       204.515  (meters)     670.98   (feet)  ADJUSTED  
 ON0242  ___________________________________________________________________
 ON0242  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 ON0242  DYNAMIC HT  -         204.476 (meters)     670.85  (feet)  COMP
 ON0242  MODELED GRAV-     980,421.9   (mgal)                       NAVD 88
 ON0242
 ON0242  VERT ORDER  -  FIRST     CLASS I
 ON0242
 ON0242.The horizontal coordinates were scaled from a topographic map and have
 ON0242.an estimated accuracy of +/- 6 seconds.
 ON0242
 ON0242.The orthometric height was determined by differential leveling
 ON0242.and adjusted by the National Geodetic Survey in June 1991..
 ON0242
 ON0242.The geoid height was determined by GEOID03.
 ON0242
 ON0242.The dynamic height is computed by dividing the NAVD 88
 ON0242.geopotential number by the normal gravity value computed on the
 ON0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0242.degrees latitude (g = 980.6199 gals.).
 ON0242
 ON0242.The modeled gravity was interpolated from observed gravity values.
 ON0242
 ON0242;                    North         East    Units  Estimated Accuracy
 ON0242;SPC WI S     -   195,450.      503,270.      MT  (+/- 180 meters Scaled)
 ON0242
 ON0242                          SUPERSEDED SURVEY CONTROL
 ON0242
 ON0242  NGVD 29 (??/??/92)  204.530  (m)          671.03   (f) ADJ UNCH    1 1
 ON0242
 ON0242.Superseded values are not recommended for survey control.
 ON0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0242.See file dsdata.txt to determine how the superseded data were derived.
 ON0242
 ON0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ448460(NAD 83)
 ON0242_MARKER: DB = BENCH MARK DISK
 ON0242_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ON0242_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ON0242_STAMPING: G 124 1970
 ON0242_MARK LOGO: CGS   
 ON0242_PROJECTION: PROJECTING 20 CENTIMETERS
 ON0242_MAGNETIC: P = MARKER IS A STEEL PIPE
 ON0242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0242_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0242+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2001
 ON0242
 ON0242  HISTORY     - Date     Condition        Report By
 ON0242  HISTORY     - 1970     MONUMENTED       CGS
 ON0242  HISTORY     - 20010410 GOOD             WIDT
 ON0242  HISTORY     - 20030520 MARK NOT FOUND   USPSQD
 ON0242
 ON0242                          STATION DESCRIPTION
 ON0242
 ON0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1970
 ON0242'2.3 MI SE FROM LA CROSSE.
 ON0242'ABOUT 2.3 MILES SOUTHEAST ALONG U.S. HIGHWAYS 14 AND 61 AND STATE
 ON0242'HIGHWAY 35 FROM THE STATE OFFICE BUILDING AT LA CROSSE, 0.05
 ON0242'MILE NORTHWEST OF THE JUNCTION OF U.S. HIGHWAYS 14 AND 61 AND
 ON0242'STATE HIGHWAY 35 WHICH LEADS SOUTH, 78 FEET NORTHEAST OF THE
 ON0242'CENTER LINE OF THE NORTHEAST LANES OF THE HIGHWAY, 16 1/2 FEET
 ON0242'SOUTHEAST OF A WOODEN HIGHWAY RIGHT-OF-WAY MARKER WHICH IS ON THE
 ON0242'TOP OF A BANK, 4.6 FEET NORTH OF A TELEPHONE POLE WHICH IS BRACED
 ON0242'BY A GUY WIRE, 1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 8
 ON0242'FEET ABOVE THE LEVEL OF THE HIGHWAY, AND BRAZED ON THE TOP OF
 ON0242'A 3-INCH IRON PIPE WHICH PROJECTS 8 INCHES.  SECTION 27, T 15N,
 ON0242'R 7W.
 ON0242
 ON0242                          STATION RECOVERY (2001)
 ON0242
 ON0242'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 ON0242'OWNERSHIP--CITY OF LA CROSSE.  TO REACH THE STATION FROM THE JUCTION
 ON0242'OF US HIGHWAYS 14 AND 61 WITH STATE HIGHWAY 35 IN THE CITY OF LA
 ON0242'CROSSE, GO NORTH ON US HIGHWAYS 14 AND 61 WITH STATE HIGHWAY 35 FOR
 ON0242'0.06 MI (0.1 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 ON0242'US COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP OF A 10-CM
 ON0242'METAL PIPE AND ABOUT 1.5 M (4.9 FT) ABOVE THE HIGHWAY PAVEMENT.  THE
 ON0242'STATION IS 9 M (29.5 FT) EAST OF THE TOP OF THE BACK SLOPE OF A DITCH,
 ON0242'5.0 M (16.4 FT) NORTHEAST OF A STEEL POST OF A --R/W-- SIGN, AND 0.3 M
 ON0242'(1.0 FT) WEST OF A STEEL WITNESS POST.  ---NOTE---THIS STATION IS NOT
 ON0242'SUITABLE FOR GPS OBSERVATIONS DUE TO TREES IN ALL QUADRANTS EXTENDING
 ON0242'TO 45 DEGREES ABOVE THE HORIZON.
 ON0242
 ON0242                          STATION RECOVERY (2003)
 ON0242
 ON0242'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 ON0242'NOT FOUND.  THE INTERSECTION HAS BEEN COMPLETELY RECONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0415 ***********************************************************************
 PO0415  DESIGNATION -  G 125
 PO0415  PID         -  PO0415
 PO0415  STATE/COUNTY-  WI/BUFFALO
 PO0415  USGS QUAD   -  COCHRANE (1972)
 PO0415
 PO0415                         *CURRENT SURVEY CONTROL
 PO0415  ___________________________________________________________________
 PO0415* NAD 83(1986)-  44 10 34.     (N)    091 45 59.     (W)     SCALED    
 PO0415* NAVD 88     -       214.637  (meters)     704.19   (feet)  ADJUSTED  
 PO0415  ___________________________________________________________________
 PO0415  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 PO0415  DYNAMIC HT  -         214.608 (meters)     704.09  (feet)  COMP
 PO0415  MODELED GRAV-     980,478.3   (mgal)                       NAVD 88
 PO0415
 PO0415  VERT ORDER  -  FIRST     CLASS I
 PO0415
 PO0415.The horizontal coordinates were scaled from a topographic map and have
 PO0415.an estimated accuracy of +/- 6 seconds.
 PO0415
 PO0415.The orthometric height was determined by differential leveling
 PO0415.and adjusted by the National Geodetic Survey in June 1991..
 PO0415
 PO0415.The geoid height was determined by GEOID03.
 PO0415
 PO0415.The dynamic height is computed by dividing the NAVD 88
 PO0415.geopotential number by the normal gravity value computed on the
 PO0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0415.degrees latitude (g = 980.6199 gals.).
 PO0415
 PO0415.The modeled gravity was interpolated from observed gravity values.
 PO0415
 PO0415;                    North         East    Units  Estimated Accuracy
 PO0415;SPC WI C     -    39,630.      458,750.      MT  (+/- 180 meters Scaled)
 PO0415
 PO0415                          SUPERSEDED SURVEY CONTROL
 PO0415
 PO0415  NGVD 29 (??/??/92)  214.655  (m)          704.25   (f) ADJ UNCH    1 1
 PO0415
 PO0415.Superseded values are not recommended for survey control.
 PO0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0415.See file dsdata.txt to determine how the superseded data were derived.
 PO0415
 PO0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ986921(NAD 83)
 PO0415_MARKER: DB = BENCH MARK DISK
 PO0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0415_STAMPING: G 125 1970
 PO0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0415+STABILITY: SURFACE MOTION
 PO0415
 PO0415  HISTORY     - Date     Condition        Report By
 PO0415  HISTORY     - 1970     MONUMENTED       NGS
 PO0415
 PO0415                          STATION DESCRIPTION
 PO0415
 PO0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PO0415'4 MI NW FROM FOUNTAIN CITY.
 PO0415'ABOUT 4.05 MILES NORTHWEST ALONG STATE HIGHWAY 35 FROM THE POST
 PO0415'OFFICE AT FOUNTAIN CITY, OR ABOUT 5.15 MILES SOUTHEAST ALONG STATE
 PO0415'HIGHWAY 35 FROM THE LA CROSSE MILLING COMPANY ELEVATORS AT
 PO0415'COCHRANE, 75 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 55
 PO0415'FEET NORTHWEST OF THE CENTER LINE OF A TRAIL ROAD, 40 FEET
 PO0415'NORTHWEST OF THE SOUTHEAST END OF A GROVE OF TREES, 6 FEET
 PO0415'SOUTHWEST OF THE SOUTHWEST SIDE OF A GROVE OF TREES, 1.6 FEET
 PO0415'NORTHWEST OF A METAL WITNESS POST, ABOUT 7 FEET ABOVE THE LEVEL
 PO0415'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 PO0415'4 INCHES.  SECTION 25, T 20N, R 11W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP0445 ***********************************************************************
 PP0445  DESIGNATION -  G 126
 PP0445  PID         -  PP0445
 PP0445  STATE/COUNTY-  WI/PIERCE
 PP0445  USGS QUAD   -  DIAMOND BLUFF EAST (1974)
 PP0445
 PP0445                         *CURRENT SURVEY CONTROL
 PP0445  ___________________________________________________________________
 PP0445* NAD 83(1986)-  44 38 15.     (N)    092 35 42.     (W)     SCALED    
 PP0445* NAVD 88     -       224.246  (meters)     735.71   (feet)  ADJUSTED  
 PP0445  ___________________________________________________________________
 PP0445  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 PP0445  DYNAMIC HT  -         224.214 (meters)     735.61  (feet)  COMP
 PP0445  MODELED GRAV-     980,468.7   (mgal)                       NAVD 88
 PP0445
 PP0445  VERT ORDER  -  FIRST     CLASS I
 PP0445
 PP0445.The horizontal coordinates were scaled from a topographic map and have
 PP0445.an estimated accuracy of +/- 6 seconds.
 PP0445
 PP0445.The orthometric height was determined by differential leveling
 PP0445.and adjusted by the National Geodetic Survey in June 1991..
 PP0445
 PP0445.The geoid height was determined by GEOID03.
 PP0445
 PP0445.The dynamic height is computed by dividing the NAVD 88
 PP0445.geopotential number by the normal gravity value computed on the
 PP0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0445.degrees latitude (g = 980.6199 gals.).
 PP0445
 PP0445.The modeled gravity was interpolated from observed gravity values.
 PP0445
 PP0445;                    North         East    Units  Estimated Accuracy
 PP0445;SPC WI C     -    92,650.      394,150.      MT  (+/- 180 meters Scaled)
 PP0445
 PP0445                          SUPERSEDED SURVEY CONTROL
 PP0445
 PP0445  NGVD 29 (??/??/92)  224.208  (m)          735.59   (f) ADJ UNCH    1 1
 PP0445
 PP0445.Superseded values are not recommended for survey control.
 PP0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0445.See file dsdata.txt to determine how the superseded data were derived.
 PP0445
 PP0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK321427(NAD 83)
 PP0445_MARKER: DB = BENCH MARK DISK
 PP0445_SETTING: 66 = SET IN ROCK OUTCROP
 PP0445_SP_SET: ROCK OUTCROP
 PP0445_STAMPING: G 126 1970
 PP0445_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PP0445+STABILITY: POSITION/ELEVATION WELL
 PP0445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0445+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2002
 PP0445
 PP0445  HISTORY     - Date     Condition        Report By
 PP0445  HISTORY     - 1970     MONUMENTED       NGS
 PP0445  HISTORY     - 20020921 GOOD             USPSQD
 PP0445
 PP0445                          STATION DESCRIPTION
 PP0445
 PP0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PP0445'4.1 MI NW FROM HAGER CITY.
 PP0445'ABOUT 0.35 MILE NORTH ALONG COUNTY ROAD VV FROM THE POST OFFICE AT
 PP0445'HAGER CITY, THENCE 3.75 MILES NORTHWEST ALONG COUNTY ROAD E, 44 1/2
 PP0445'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF AN
 PP0445'11- X 5-FOOT ROCK OUTCROP WHICH IS LEVEL WITH THE SURFACE OF THE
 PP0445'GROUND, 25 FEET NORTHWEST OF THE CENTER LINE OF A DRY WASH, 27.4 FEET
 PP0445'NORTH OF THE NORTHEAST END OF THE CENTER OF A CORRUGATED METAL PIPE
 PP0445'CULVERT UNDER THE ROAD, 0.7 FOOT NORTH OF A METAL WITNESS POST, AND
 PP0445'ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY.  SECTION 20, T 25N, R
 PP0445'18W.
 PP0445
 PP0445                          STATION RECOVERY (2002)
 PP0445
 PP0445'RECOVERY NOTE BY US POWER SQUADRON 2002 (KG)
 PP0445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP0430 ***********************************************************************
 PP0430  DESIGNATION -  G 127
 PP0430  PID         -  PP0430
 PP0430  STATE/COUNTY-  WI/PIERCE
 PP0430  USGS QUAD   -  RED WING (1994)
 PP0430
 PP0430                         *CURRENT SURVEY CONTROL
 PP0430  ___________________________________________________________________
 PP0430* NAD 83(1986)-  44 35 39.     (N)    092 30 57.     (W)     SCALED    
 PP0430* NAVD 88     -       234.253  (meters)     768.55   (feet)  ADJUSTED  
 PP0430  ___________________________________________________________________
 PP0430  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 PP0430  DYNAMIC HT  -         234.219 (meters)     768.43  (feet)  COMP
 PP0430  MODELED GRAV-     980,471.4   (mgal)                       NAVD 88
 PP0430
 PP0430  VERT ORDER  -  FIRST     CLASS I
 PP0430
 PP0430.The horizontal coordinates were scaled from a topographic map and have
 PP0430.an estimated accuracy of +/- 6 seconds.
 PP0430
 PP0430.The orthometric height was determined by differential leveling
 PP0430.and adjusted by the National Geodetic Survey in June 1991..
 PP0430
 PP0430.The geoid height was determined by GEOID03.
 PP0430
 PP0430.The dynamic height is computed by dividing the NAVD 88
 PP0430.geopotential number by the normal gravity value computed on the
 PP0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0430.degrees latitude (g = 980.6199 gals.).
 PP0430
 PP0430.The modeled gravity was interpolated from observed gravity values.
 PP0430
 PP0430;                    North         East    Units  Estimated Accuracy
 PP0430;SPC WI C     -    87,640.      400,280.      MT  (+/- 180 meters Scaled)
 PP0430
 PP0430                          SUPERSEDED SURVEY CONTROL
 PP0430
 PP0430  NGVD 29 (??/??/92)  234.215  (m)          768.42   (f) ADJ UNCH    1 1
 PP0430
 PP0430.Superseded values are not recommended for survey control.
 PP0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0430.See file dsdata.txt to determine how the superseded data were derived.
 PP0430
 PP0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK384379(NAD 83)
 PP0430_MARKER: DB = BENCH MARK DISK
 PP0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0430_STAMPING: G 127 1970
 PP0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0430+STABILITY: SURFACE MOTION
 PP0430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0430+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2002
 PP0430
 PP0430  HISTORY     - Date     Condition        Report By
 PP0430  HISTORY     - 1970     MONUMENTED       NGS
 PP0430  HISTORY     - 20020921 GOOD             USPS
 PP0430
 PP0430                          STATION DESCRIPTION
 PP0430
 PP0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PP0430'1.5 MI SE FROM HAGER CITY.
 PP0430'ABOUT 0.4 MILE SOUTH ALONG COUNTY ROADS VV AND K FROM THE POST OFFICE
 PP0430'AT HAGER CITY, THENCE 1.1 MILES EAST ALONG A PAVED ROAD TO STATE
 PP0430'HIGHWAY 35, 51 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 202 1/2
 PP0430'FEET SOUTH AND ACROSS THE HIGHWAY FROM A HOUSE, 61 FEET EAST OF THE
 PP0430'CENTER LINE OF A PRIVATE DRIVEWAY, 38 FEET NORTH OF THE CENTER LINE OF
 PP0430'A TRAIL ROAD, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET
 PP0430'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 PP0430'WHICH PROJECTS 1 INCH.  SECTION 1, T 24N, R 18W.
 PP0430
 PP0430                          STATION RECOVERY (2002)
 PP0430
 PP0430'RECOVERY NOTE BY US POSTAL SERVICE 2002 (KG)
 PP0430'REMOVE REFERENCE TO POST OFFICE.  NEW DIRECTIONS 1.5 MILES SE HAGER
 PP0430'CITY, FROM INTER. OF ST. HWYS 63 AND 35, THENCE 0,8 MILES SO ON HWY
 PP0430'35, 69 FT E OF CENTERLINE OF DRIVEWAY TO HOUSE ON N SIDE, 61 FT WEST
 PP0430'OF CENTERLINE DRIVEWAY TO HOUSE ON S SIDE, 1.5 FT E OF A METAL WITNESS
 PP0430'POST, ABOUT 2 1/2 FT BELOW THE LEVEL OF THE HWY, AND SET IN A TOP OF A
 PP0430'CONCRETE POST WHICH PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0358 ***********************************************************************
 QL0358  DESIGNATION -  G 128
 QL0358  PID         -  QL0358
 QL0358  STATE/COUNTY-  WI/MARINETTE
 QL0358  USGS QUAD   -  MARINETTE WEST (1975)
 QL0358
 QL0358                         *CURRENT SURVEY CONTROL
 QL0358  ___________________________________________________________________
 QL0358* NAD 83(1986)-  45 03 46.     (N)    087 42 01.     (W)     SCALED    
 QL0358* NAVD 88     -       186.254  (meters)     611.07   (feet)  ADJUSTED  
 QL0358  ___________________________________________________________________
 QL0358  GEOID HEIGHT-         -36.79  (meters)                     GEOID03
 QL0358  DYNAMIC HT  -         186.237 (meters)     611.01  (feet)  COMP
 QL0358  MODELED GRAV-     980,523.0   (mgal)                       NAVD 88
 QL0358
 QL0358  VERT ORDER  -  FIRST     CLASS 0
 QL0358
 QL0358.The horizontal coordinates were scaled from a topographic map and have
 QL0358.an estimated accuracy of +/- 6 seconds.
 QL0358
 QL0358.The orthometric height was determined by differential leveling
 QL0358.and adjusted by the National Geodetic Survey in June 1991..
 QL0358
 QL0358.The geoid height was determined by GEOID03.
 QL0358
 QL0358.The dynamic height is computed by dividing the NAVD 88
 QL0358.geopotential number by the normal gravity value computed on the
 QL0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0358.degrees latitude (g = 980.6199 gals.).
 QL0358
 QL0358.The modeled gravity was interpolated from observed gravity values.
 QL0358
 QL0358;                    North         East    Units  Estimated Accuracy
 QL0358;SPC WI C     -   139,180.      781,090.      MT  (+/- 180 meters Scaled)
 QL0358
 QL0358                          SUPERSEDED SURVEY CONTROL
 QL0358
 QL0358.No superseded survey control is available for this station.
 QL0358
 QL0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ448901(NAD 83)
 QL0358_MARKER: DB = BENCH MARK DISK
 QL0358_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QL0358_SP_SET: CULVERT
 QL0358_STAMPING: G 128 1972
 QL0358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QL0358
 QL0358  HISTORY     - Date     Condition        Report By
 QL0358  HISTORY     - 1972     MONUMENTED       NGS
 QL0358  HISTORY     - 1990     GOOD             USPSQD
 QL0358  HISTORY     - 19910606 GOOD             USPSQD
 QL0358  HISTORY     - 20031026 GOOD             USPSQD
 QL0358
 QL0358                          STATION DESCRIPTION
 QL0358
 QL0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0358'2.6 MI NE FROM PESHTIGO.
 QL0358'ABOUT 2.6 MILES NORTHEAST ALONG U.S. HIGHWAY 41 FROM THE HIGHWAY
 QL0358'BRIDGE OVER THE PESHTIGO RIVER AT PESHTIGO, ABOUT 4.2 MILES
 QL0358'SOUTHWEST ALONG U.S. HIGHWAY 41 FROM THE COURTHOUSE AT MARINETTE,
 QL0358'SET ON THE TOP OF THE NORTHEAST END OF THE SOUTHEAST HEADWALL
 QL0358'FOR A 10 FOOT BOX CULVERT UNDER THE HIGHWAY, 31 1/2 FEET
 QL0358'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY AND 1 1/2 FEET BELOW
 QL0358'THE LEVEL OF THE HIGHWAY.  SECTION 22, T 30 N, R 23 E.
 QL0358
 QL0358                          STATION RECOVERY (1990)
 QL0358
 QL0358'RECOVERY NOTE BY US POWER SQUADRON 1990 (RPT)
 QL0358'RECOVERED IN GOOD CONDITION.
 QL0358
 QL0358                          STATION RECOVERY (1991)
 QL0358
 QL0358'RECOVERY NOTE BY US POWER SQUADRON 1991 (RPT)
 QL0358'RECOVERED IN GOOD CONDITION.
 QL0358
 QL0358                          STATION RECOVERY (2003)
 QL0358
 QL0358'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QL0358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0222 ***********************************************************************
 PM0222  DESIGNATION -  G 129
 PM0222  PID         -  PM0222
 PM0222  STATE/COUNTY-  WI/OCONTO
 PM0222  USGS QUAD   -  PENSAUKEE (1974)
 PM0222
 PM0222                         *CURRENT SURVEY CONTROL
 PM0222  ___________________________________________________________________
 PM0222* NAD 83(1986)-  44 50 02.     (N)    087 55 09.     (W)     SCALED    
 PM0222* NAVD 88     -       180.515  (meters)     592.24   (feet)  ADJUSTED  
 PM0222  ___________________________________________________________________
 PM0222  GEOID HEIGHT-         -36.42  (meters)                     GEOID03
 PM0222  DYNAMIC HT  -         180.497 (meters)     592.18  (feet)  COMP
 PM0222  MODELED GRAV-     980,516.0   (mgal)                       NAVD 88
 PM0222
 PM0222  VERT ORDER  -  FIRST     CLASS 0
 PM0222
 PM0222.The horizontal coordinates were scaled from a topographic map and have
 PM0222.an estimated accuracy of +/- 6 seconds.
 PM0222
 PM0222.The orthometric height was determined by differential leveling
 PM0222.and adjusted by the National Geodetic Survey in June 1991..
 PM0222
 PM0222.The geoid height was determined by GEOID03.
 PM0222
 PM0222.The dynamic height is computed by dividing the NAVD 88
 PM0222.geopotential number by the normal gravity value computed on the
 PM0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0222.degrees latitude (g = 980.6199 gals.).
 PM0222
 PM0222.The modeled gravity was interpolated from observed gravity values.
 PM0222
 PM0222;                    North         East    Units  Estimated Accuracy
 PM0222;SPC WI C     -   113,290.      764,510.      MT  (+/- 180 meters Scaled)
 PM0222
 PM0222                          SUPERSEDED SURVEY CONTROL
 PM0222
 PM0222.No superseded survey control is available for this station.
 PM0222
 PM0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ273649(NAD 83)
 PM0222_MARKER: DB = BENCH MARK DISK
 PM0222_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PM0222_SP_SET: 15.2 FT
 PM0222_STAMPING: G 129 1972
 PM0222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0222
 PM0222  HISTORY     - Date     Condition        Report By
 PM0222  HISTORY     - 1972     MONUMENTED       NGS
 PM0222  HISTORY     - 19901103 GOOD             USPSQD
 PM0222  HISTORY     - 20011107 GOOD             USPSQD
 PM0222  HISTORY     - 20041119 GOOD             USPSQD
 PM0222  HISTORY     - 20060409 GOOD             USPSQD
 PM0222
 PM0222                          STATION DESCRIPTION
 PM0222
 PM0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0222'0.6 MI N FROM PENSAUKEE.
 PM0222'ABOUT 0.6 MILE NORTHWEST ALONG COUNTY ROAD SS FROM THE BRIDGE OVER THE
 PM0222'PENSAUKEE RIVER, 221 FEET EAST OF THE CENTER OF THE JUNCTION OF US
 PM0222'HIGHWAY 41 AND KRUEGERS QUARRY ROAD, 154 FEET SOUTHEAST OF THE CENTER
 PM0222'LINE OF THE HIGHWAY, 78 FEET NORTH OF POWER POLE 2721-11W 3, 3 FEET
 PM0222'SOUTH OF A HIGHWAY RIGHT-OF-WAY MARKER, 1 FOOT WEST OF A FENCE LINE, 1
 PM0222'1/2 FOOT NORTH OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE
 PM0222'HIGHWAY AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD THAT IS
 PM0222'ENCASED IN A 6 INCH METAL PIPE THAT PROJECTS 4 INCHES ABOVE THE LEVEL
 PM0222'OF THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 15.2 FEET.
 PM0222'SECTION 11, T 27N, R 21E.
 PM0222
 PM0222                          STATION RECOVERY (1990)
 PM0222
 PM0222'RECOVERY NOTE BY US POWER SQUADRON 1990 (HCH)
 PM0222'RECOVERED IN GOOD CONDITION.
 PM0222
 PM0222                          STATION RECOVERY (2001)
 PM0222
 PM0222'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 PM0222'RECOVERED IN GOOD CONDITION.
 PM0222
 PM0222                          STATION RECOVERY (2004)
 PM0222
 PM0222'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 PM0222'RECOVERED IN GOOD CONDITION.
 PM0222
 PM0222                          STATION RECOVERY (2006)
 PM0222
 PM0222'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 PM0222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0098 ***********************************************************************
 PN0098  DESIGNATION -  G 130
 PN0098  PID         -  PN0098
 PN0098  STATE/COUNTY-  WI/BROWN
 PN0098  USGS QUAD   -  GREEN BAY WEST (1992)
 PN0098
 PN0098                         *CURRENT SURVEY CONTROL
 PN0098  ___________________________________________________________________
 PN0098* NAD 83(1986)-  44 33 51.     (N)    088 02 55.     (W)     SCALED    
 PN0098* NAVD 88     -       183.446  (meters)     601.86   (feet)  ADJUSTED  
 PN0098  ___________________________________________________________________
 PN0098  GEOID HEIGHT-         -36.21  (meters)                     GEOID03
 PN0098  DYNAMIC HT  -         183.424 (meters)     601.78  (feet)  COMP
 PN0098  MODELED GRAV-     980,495.2   (mgal)                       NAVD 88
 PN0098
 PN0098  VERT ORDER  -  FIRST     CLASS 0
 PN0098
 PN0098.The horizontal coordinates were scaled from a topographic map and have
 PN0098.an estimated accuracy of +/- 6 seconds.
 PN0098
 PN0098.The orthometric height was determined by differential leveling
 PN0098.and adjusted by the National Geodetic Survey in June 1991..
 PN0098
 PN0098.The geoid height was determined by GEOID03.
 PN0098
 PN0098.The dynamic height is computed by dividing the NAVD 88
 PN0098.geopotential number by the normal gravity value computed on the
 PN0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0098.degrees latitude (g = 980.6199 gals.).
 PN0098
 PN0098.The modeled gravity was interpolated from observed gravity values.
 PN0098
 PN0098;                    North         East    Units  Estimated Accuracy
 PN0098;SPC WI C     -    83,070.      755,000.      MT  (+/- 180 meters Scaled)
 PN0098
 PN0098                          SUPERSEDED SURVEY CONTROL
 PN0098
 PN0098.No superseded survey control is available for this station.
 PN0098
 PN0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ167350(NAD 83)
 PN0098_MARKER: DV = VERTICAL CONTROL DISK
 PN0098_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PN0098_SP_SET: BRIDGE GUARDRAIL
 PN0098_STAMPING: G 130 1972
 PN0098_MARK LOGO: NGS   
 PN0098_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PN0098_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0098+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2005
 PN0098
 PN0098  HISTORY     - Date     Condition        Report By
 PN0098  HISTORY     - UNK      MONUMENTED       WIHD
 PN0098  HISTORY     - 1972     GOOD             NGS
 PN0098  HISTORY     - 19940510 GOOD             WI-009
 PN0098  HISTORY     - 20021115 GOOD             USPSQD
 PN0098  HISTORY     - 20040721 GOOD             USPSQD
 PN0098  HISTORY     - 20050721 GOOD             USPSQD
 PN0098
 PN0098                          STATION DESCRIPTION
 PN0098
 PN0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PN0098'0.7 MI NE FROM HOWARD.
 PN0098'ABOUT 0.7 MILE NORTHEAST ALONG U.S. HIGHWAYS 41 AND 141 FROM THE
 PN0098'OVERPASS OVER VELP AVENUE, SET IN THE TOP OF THE SOUTHWEST END
 PN0098'OF THE SOUTHEAST CONCRETE GUARDRAIL FOR THE NORTHBOUND LANE OF
 PN0098'THE HIGHWAY BRIDGE OVER DUCK CREEK, 37 FEET SOUTHEAST OF THE
 PN0098'CENTER LINE OF THE NORTHBOUND LANE OF THE HIGHWAY, 12 1/2 FEET
 PN0098'NORTHEAST OF THE SOUTHWEST END OF THE GUARDRAIL AND 3 FEET ABOVE
 PN0098'THE LEVEL OF THE HIGHWAY.  SECTION 10, T 24 N, R 20 E.
 PN0098
 PN0098                          STATION RECOVERY (1994)
 PN0098
 PN0098'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0098'RECOVERED AS DESCRIBED.
 PN0098
 PN0098                          STATION RECOVERY (2002)
 PN0098
 PN0098'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0098'RECOVERED IN GOOD CONDITION.
 PN0098
 PN0098                          STATION RECOVERY (2004)
 PN0098
 PN0098'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWS)
 PN0098'RECOVERED IN GOOD CONDITION.
 PN0098
 PN0098                          STATION RECOVERY (2005)
 PN0098
 PN0098'RECOVERY NOTE BY US POWER SQUADRON 2005 (RWS)
 PN0098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0080 ***********************************************************************
 PM0080  DESIGNATION -  G 131
 PM0080  PID         -  PM0080
 PM0080  STATE/COUNTY-  WI/BROWN
 PM0080  USGS QUAD   -  BELLEVUE (1992)
 PM0080
 PM0080                         *CURRENT SURVEY CONTROL
 PM0080  ___________________________________________________________________
 PM0080* NAD 83(1986)-  44 25 58.     (N)    087 54 32.     (W)     SCALED    
 PM0080* NAVD 88     -       238.472  (meters)     782.39   (feet)  ADJUSTED  
 PM0080  ___________________________________________________________________
 PM0080  GEOID HEIGHT-         -36.11  (meters)                     GEOID03
 PM0080  DYNAMIC HT  -         238.440 (meters)     782.28  (feet)  COMP
 PM0080  MODELED GRAV-     980,478.0   (mgal)                       NAVD 88
 PM0080
 PM0080  VERT ORDER  -  FIRST     CLASS 0
 PM0080
 PM0080.The horizontal coordinates were scaled from a topographic map and have
 PM0080.an estimated accuracy of +/- 6 seconds.
 PM0080
 PM0080.The orthometric height was determined by differential leveling
 PM0080.and adjusted by the National Geodetic Survey in June 1991..
 PM0080
 PM0080.The geoid height was determined by GEOID03.
 PM0080
 PM0080.The dynamic height is computed by dividing the NAVD 88
 PM0080.geopotential number by the normal gravity value computed on the
 PM0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0080.degrees latitude (g = 980.6199 gals.).
 PM0080
 PM0080.The modeled gravity was interpolated from observed gravity values.
 PM0080
 PM0080;                    North         East    Units  Estimated Accuracy
 PM0080;SPC WI C     -    68,750.      766,470.      MT  (+/- 180 meters Scaled)
 PM0080
 PM0080                          SUPERSEDED SURVEY CONTROL
 PM0080
 PM0080.No superseded survey control is available for this station.
 PM0080
 PM0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ276203(NAD 83)
 PM0080_MARKER: DV = VERTICAL CONTROL DISK
 PM0080_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PM0080_SP_SET: 14 FEET
 PM0080_STAMPING: G 131 1972
 PM0080_MARK LOGO: NGS   
 PM0080_MAGNETIC: I = MARKER IS A STEEL ROD
 PM0080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0080+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2005
 PM0080
 PM0080  HISTORY     - Date     Condition        Report By
 PM0080  HISTORY     - 1972     MONUMENTED       NGS
 PM0080  HISTORY     - 19940510 GOOD             WI-009
 PM0080  HISTORY     - 20021111 GOOD             USPSQD
 PM0080  HISTORY     - 20040308 GOOD             USPSQD
 PM0080  HISTORY     - 20050808 GOOD             WIDT
 PM0080
 PM0080                          STATION DESCRIPTION
 PM0080
 PM0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0080'1 MI SE FROM BELLEVUE.
 PM0080'ABOUT 1.0 MILE SOUTHEAST ALONG U.S. HIGHWAY 141 FROM THE JUNCTION
 PM0080'OF STATE HIGHWAY 29 AT BELLEVUE, 64 FEET SOUTHWEST OF THE
 PM0080'CENTER LINE OF THE HIGHWAY, 33 FEET NORTHWEST OF A CORNER FENCE
 PM0080'POST, 28 FEET WEST OF THE SOUTH END OF A 36-INCH STEEL CULVERT,
 PM0080'0.8 FOOT NORTHEAST OF A FENCE LINE, 0.6 FOOT SOUTH OF A METAL
 PM0080'WITNESS POST, 5 FEET BELOW THE LEVEL OF THE HIGHWAY AND IS A
 PM0080'DISK ON THE TOP OF A COPPER COATED STEEL ROD ENCASED IN A 4
 PM0080'INCH IRON PIPE THAT PROJECTS 3 INCHES ABOVE THE LEVEL OF THE
 PM0080'GROUND.  THE DISK PROJECTS 2 INCHES ABOVE THE LEVEL OF THE
 PM0080'GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 14 FEET.  SECTION 25,
 PM0080'T23N, R21E.
 PM0080
 PM0080                          STATION RECOVERY (1994)
 PM0080
 PM0080'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PM0080'CHANGES - U.S. HIGHWAY 41 IS NOW CTH R.  THE CORNER FENCE POST IS THE
 PM0080'SOUTH 1/16 LINE OF SEC 26.  THE FENCE LINE IS NO LONGER THERE.
 PM0080
 PM0080                          STATION RECOVERY (2002)
 PM0080
 PM0080'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0080'RECOVERED IN GOOD CONDITION.  THE STATION IS NEARLY IN LINE WITH AND
 PM0080'APPROXIMATELY HALF WAY BETWEEN UTILITY POLE 2321-25L28 AND UTILITY
 PM0080'POLE 2312-26R28.
 PM0080
 PM0080                          STATION RECOVERY (2004)
 PM0080
 PM0080'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0080'RECOVERED IN GOOD CONDITION.
 PM0080
 PM0080                          STATION RECOVERY (2005)
 PM0080
 PM0080'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0080'RECOVERED IN GOOD CONDITION. ADD--THE STATION IS 17 CM NORTH OF A
 PM0080'WHITE PLASTIC WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0244 ***********************************************************************
 OL0244  DESIGNATION -  G 132
 OL0244  PID         -  OL0244
 OL0244  STATE/COUNTY-  WI/MANITOWOC
 OL0244  USGS QUAD   -  CLEVELAND EAST (1994)
 OL0244
 OL0244                         *CURRENT SURVEY CONTROL
 OL0244  ___________________________________________________________________
 OL0244* NAD 83(1986)-  43 57 13.     (N)    087 44 17.     (W)     SCALED    
 OL0244* NAVD 88     -       198.054  (meters)     649.78   (feet)  ADJUSTED  
 OL0244  ___________________________________________________________________
 OL0244  GEOID HEIGHT-         -36.01  (meters)                     GEOID03
 OL0244  DYNAMIC HT  -         198.019 (meters)     649.67  (feet)  COMP
 OL0244  MODELED GRAV-     980,437.7   (mgal)                       NAVD 88
 OL0244
 OL0244  VERT ORDER  -  FIRST     CLASS 0
 OL0244
 OL0244.The horizontal coordinates were scaled from a topographic map and have
 OL0244.an estimated accuracy of +/- 6 seconds.
 OL0244
 OL0244.The orthometric height was determined by differential leveling
 OL0244.and adjusted by the National Geodetic Survey in June 1991..
 OL0244
 OL0244.The geoid height was determined by GEOID03.
 OL0244
 OL0244.The dynamic height is computed by dividing the NAVD 88
 OL0244.geopotential number by the normal gravity value computed on the
 OL0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0244.degrees latitude (g = 980.6199 gals.).
 OL0244
 OL0244.The modeled gravity was interpolated from observed gravity values.
 OL0244
 OL0244;                    North         East    Units  Estimated Accuracy
 OL0244;SPC WI S     -   219,500.      781,540.      MT  (+/- 180 meters Scaled)
 OL0244
 OL0244                          SUPERSEDED SURVEY CONTROL
 OL0244
 OL0244  NGVD 29 (??/??/92)  198.07   (m)          649.8    (f) COMPUTED    1 0
 OL0244
 OL0244.Superseded values are not recommended for survey control.
 OL0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0244.See file dsdata.txt to determine how the superseded data were derived.
 OL0244
 OL0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP407669(NAD 83)
 OL0244_MARKER: DB = BENCH MARK DISK
 OL0244_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OL0244_SP_SET: 15 FEET
 OL0244_STAMPING: G 132 1972
 OL0244_MARK LOGO: NGS   
 OL0244_PROJECTION: FLUSH
 OL0244_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OL0244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0244_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0244+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2003
 OL0244
 OL0244  HISTORY     - Date     Condition        Report By
 OL0244  HISTORY     - 1972     MONUMENTED       NGS
 OL0244  HISTORY     - 20010712 GOOD             WIDT
 OL0244  HISTORY     - 20030622 GOOD             USPSQD
 OL0244
 OL0244                          STATION DESCRIPTION
 OL0244
 OL0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0244'2.8 MI N FROM CLEVELAND.
 OL0244'ABOUT 2.8 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN
 OL0244'RAILWAY FROM THE CROSSING OF STATE HIGHWAY 149 AT CLEVELAND,
 OL0244'0.25 MILE NORTH OF THE CROSSING OF COUNTY ROAD X, 121 FEET
 OL0244'NORTHEAST OF THE CENTER OF THE CROSSING OF A FIELD ROAD, 169 1/2
 OL0244'FEET EAST OF AND ACROSS THE TRACK FROM THE CENTER LINE OF U.S.
 OL0244'HIGHWAY 141, 42.6 FEET EAST OF THE EAST RAIL, 38 1/2 FEET
 OL0244'SOUTHEAST OF A TELEPHONE POLE, 7 1/2 FEET NORTHEAST OF A 24
 OL0244'INCH BEECH TREE, 12 1/2 FEET SOUTHWEST OF A 30 INCH BEECH TREE,
 OL0244'ABOUT LEVEL WITH THE HIGHWAY, 1 FOOT ABOVE THE LEVEL OF RAIL
 OL0244'AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD FLUSH WITH
 OL0244'THE GROUND AND ENCASED IN A 6 INCH IRON PIPE THAT PROJECTS 3
 OL0244'INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO
 OL0244'REFUSAL AT A DEPTH OF 15 FEET.  SECTION 10, T17N, R23E
 OL0244
 OL0244                          STATION RECOVERY (2001)
 OL0244
 OL0244'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OL0244'THE STATION IS LOCATED ABOUT 17 KM SOUTH OF MANITOWOC AND 17 KM NORTH
 OL0244'OF SHEBOYGAN. OWNERSHIP--CHICAGO AND NORTHWESTERN RAILROAD. TO REACH
 OL0244'THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 43 WITH COUNTY
 OL0244'HIGHWAY XX (EXIT 137) ABOUT 19 KM NORTH-NORTHWEST OF THE CITY OF
 OL0244'SHEBOYGAN GO NORTH ON INTERSTATE HIGHWAY 43 FOR 4.0 KM TO COUNTY
 OL0244'HIGHWAY X, CONTINUE NORTH ON INTERSTATE 43 FOR 0.4 KM TO THE STATION
 OL0244'ON THE RIGHT. THE STATION IS A BRONZE NATIONAL GEODETIC SURVEY BENCH
 OL0244'MARK DISK SET ON TOP OF A COPPER-CLAD STEEL ROD ENCASED IN A 15-CM
 OL0244'DIAMETER IRON PIPE.  THE STATION IS 75 M EAST OF THE CENTERLINE OF
 OL0244'THE NORTHBOUND LANES OF INTERSTATE 43,    4 M WEST OF A CULTIVATED
 OL0244'FIELD AND 13.0 M EAST OF EASTERNMOST RAIL.  ---NOTE---ALL QUADRANTS
 OL0244'BLOCKED FOR GPS.
 OL0244
 OL0244                          STATION RECOVERY (2003)
 OL0244
 OL0244'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OL0244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0184 ***********************************************************************
 OL0184  DESIGNATION -  G 133
 OL0184  PID         -  OL0184
 OL0184  STATE/COUNTY-  WI/SHEBOYGAN
 OL0184  USGS QUAD   -  CEDAR GROVE (1974)
 OL0184
 OL0184                         *CURRENT SURVEY CONTROL
 OL0184  ___________________________________________________________________
 OL0184* NAD 83(1986)-  43 37 29.     (N)    087 46 16.     (W)     SCALED    
 OL0184* NAVD 88     -       195.995  (meters)     643.03   (feet)  ADJUSTED  
 OL0184  ___________________________________________________________________
 OL0184  GEOID HEIGHT-         -35.54  (meters)                     GEOID03
 OL0184  DYNAMIC HT  -         195.956 (meters)     642.90  (feet)  COMP
 OL0184  MODELED GRAV-     980,418.5   (mgal)                       NAVD 88
 OL0184
 OL0184  VERT ORDER  -  FIRST     CLASS 0
 OL0184
 OL0184.The horizontal coordinates were scaled from a topographic map and have
 OL0184.an estimated accuracy of +/- 6 seconds.
 OL0184
 OL0184.The orthometric height was determined by differential leveling
 OL0184.and adjusted by the National Geodetic Survey in June 1991..
 OL0184
 OL0184.The geoid height was determined by GEOID03.
 OL0184
 OL0184.The dynamic height is computed by dividing the NAVD 88
 OL0184.geopotential number by the normal gravity value computed on the
 OL0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0184.degrees latitude (g = 980.6199 gals.).
 OL0184
 OL0184.The modeled gravity was interpolated from observed gravity values.
 OL0184
 OL0184;                    North         East    Units  Estimated Accuracy
 OL0184;SPC WI S     -   182,900.      779,860.      MT  (+/- 180 meters Scaled)
 OL0184
 OL0184                          SUPERSEDED SURVEY CONTROL
 OL0184
 OL0184.No superseded survey control is available for this station.
 OL0184
 OL0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP377304(NAD 83)
 OL0184_MARKER: DB = BENCH MARK DISK
 OL0184_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OL0184_SP_SET: 36 FEET
 OL0184_STAMPING: G 133 1972
 OL0184_MARK LOGO: NGS   
 OL0184_PROJECTION: FLUSH
 OL0184_MAGNETIC: I = MARKER IS A STEEL ROD
 OL0184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0184_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0184+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2003
 OL0184
 OL0184  HISTORY     - Date     Condition        Report By
 OL0184  HISTORY     - 1972     MONUMENTED       NGS
 OL0184  HISTORY     - 2001     GOOD             WIDT
 OL0184  HISTORY     - 20031204 GOOD             USPSQD
 OL0184
 OL0184                          STATION DESCRIPTION
 OL0184
 OL0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0184'5.8 MI NE FROM CEDAR GROVE.
 OL0184'ABOUT 0.35 MILE NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 OL0184'RAILWAY FROM XING HWY 32 AT CEDAR GROVE, THENCE 0.9 MILE EAST
 OL0184'ALONG COUNTY ROAD D, THENCE 2.1 MILES NORTHEAST ALONG SAUK
 OL0184'TRAIL ROAD, THENCE 0.65 MILE EAST ALONG DE WITT ROAD, THENCE
 OL0184'1.75 MILES NORTH ALONG U.S. HIGHWAY 141, 0.15 MILE NORTHWEST
 OL0184'OF THE OVERPASS OVER COUNTY ROAD AA, 207 FEET WEST OF THE CENTER
 OL0184'LINE OF THE WEST LANE OF THE HIGHWAY, 108 FEET NORTHWEST
 OL0184'OF THE CENTER LINE A LANE MERGING FROM THE U.S. HIGHWAY TO
 OL0184'COUNTY ROAD AA, 40 FEET SOUTH OF A LONE 6 INCH APPLE TREE, 0.7
 OL0184'FOOT EAST OF THE WEST HIGHWAY RIGHT-OF-WAY FENCE, 0.4 FOOT
 OL0184'SOUTHWEST OF A METAL WITNESS POST, 5 FEET BELOW THE LEVEL OF THE
 OL0184'HIGHWAY AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD
 OL0184'FLUSH WITH THE LEVEL OF THE GROUND AND ENCASED IN A 6 INCH METAL
 OL0184'PIPE THAT PROJECTS 1 INCH ABOVE THE LEVEL OF THE GROUND.  THE
 OL0184'ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 36 FEET.  SECTION 5,
 OL0184'T13N, R23E.
 OL0184
 OL0184                          STATION RECOVERY (2001)
 OL0184
 OL0184'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OL0184'THIS STATION IS LOCATED ABOUT 65 KM NORTHEAST OF MILWAUKEE, 57 KM
 OL0184'EAST-SOUTHEAST OF FOND DU LAC, AND 15 KM SOUTHWEST OF SHEBOYGAN.
 OL0184'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION. THE STATION IS
 OL0184'LOCATED IN THE NORTHWEST QUADRANT OF THE INTERSTATE HIGHWAY 43
 OL0184'INTERCHANGE WITH COUNTY HIGHWAY AA EXIT 116 ABOUT 1.6 KM EAST OF THE
 OL0184'VILLAGE OF OOSTBURG.  ACCESS THE STATION FROM THE SOUTHBOUND EXIT
 OL0184'RAMP OF INTERSTATE HIGHWAY 43 TO COUNTY HIGHWAY AA.  THE STATION IS A
 OL0184'BRONZE NATIONAL GEODETIC SURVEY VERTICAL CONTROL DISK SET ON THE TOP
 OL0184'OF A COPPER COATED STAINLESS STEEL ROD MARKER WITH THE DISK RECESSED
 OL0184'3-CM IN A 4 INCH PIPE ABOUT 2 M ABOVE THE EXIT RAMP PAVEMENT.  THE
 OL0184'STATION IS 29.2 M WEST OF THE EDGE OF THE BITUMINOUS OF THE
 OL0184'SOUTHBOUND EXIT RAMP OF INTERSTATE HIGHWAY 43, 160 M NORTH OF COUNTY
 OL0184'HIGHWAY AA (WEST), 12.7 M SOUTH OF A 61 CM DIAMETER TRIPLE HICKORY
 OL0184'TREE, 6.5 M NORTH OF PLASTIC --BURIED FIBER OPTIC CABLE-- SIGN --ID
 OL0184'11703--, 0.2 M EAST OF R/W FENCE, 0.2 M EAST OF A METAL WITNESS POST,
 OL0184'AND 0.2 M EAST OF AN ORANGE FIBERGLASS WITNESS POST.  ---NOTE---THIS
 OL0184'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 OL0184'ABOVE THE HORIZON.
 OL0184
 OL0184                          STATION RECOVERY (2003)
 OL0184
 OL0184'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OL0184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0128 ***********************************************************************
 OL0128  DESIGNATION -  G 134
 OL0128  PID         -  OL0128
 OL0128  STATE/COUNTY-  WI/MILWAUKEE
 OL0128  USGS QUAD   -  MILWAUKEE (1971)
 OL0128
 OL0128                         *CURRENT SURVEY CONTROL
 OL0128  ___________________________________________________________________
 OL0128* NAD 83(1986)-  43 04 53.     (N)    087 53 26.     (W)     SCALED    
 OL0128* NAVD 88     -       193.679  (meters)     635.43   (feet)  ADJUSTED  
 OL0128  ___________________________________________________________________
 OL0128  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 OL0128  DYNAMIC HT  -         193.629 (meters)     635.26  (feet)  COMP
 OL0128  MODELED GRAV-     980,357.4   (mgal)                       NAVD 88
 OL0128
 OL0128  VERT ORDER  -  FIRST     CLASS 0
 OL0128
 OL0128.The horizontal coordinates were scaled from a topographic map and have
 OL0128.an estimated accuracy of +/- 6 seconds.
 OL0128
 OL0128.The orthometric height was determined by differential leveling
 OL0128.and adjusted by the National Geodetic Survey in June 1991..
 OL0128
 OL0128.The geoid height was determined by GEOID03.
 OL0128
 OL0128.The dynamic height is computed by dividing the NAVD 88
 OL0128.geopotential number by the normal gravity value computed on the
 OL0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0128.degrees latitude (g = 980.6199 gals.).
 OL0128
 OL0128.The modeled gravity was interpolated from observed gravity values.
 OL0128
 OL0128;                    North         East    Units  Estimated Accuracy
 OL0128;SPC WI S     -   122,300.      771,750.      MT  (+/- 180 meters Scaled)
 OL0128
 OL0128                          SUPERSEDED SURVEY CONTROL
 OL0128
 OL0128  NGVD 29 (??/??/92)  193.77   (m)          635.7    (f) COMPUTED    1 0
 OL0128
 OL0128.Superseded values are not recommended for survey control.
 OL0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0128.See file dsdata.txt to determine how the superseded data were derived.
 OL0128
 OL0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN275702(NAD 83)
 OL0128_MARKER: DB = BENCH MARK DISK
 OL0128_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OL0128_SP_SET: 14 FEET
 OL0128_STAMPING: G 134 1972
 OL0128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0128
 OL0128  HISTORY     - Date     Condition        Report By
 OL0128  HISTORY     - 1972     MONUMENTED       NGS
 OL0128  HISTORY     - 1988     GOOD             USPSQD
 OL0128  HISTORY     - 20050320 MARK NOT FOUND   GEOCAC
 OL0128
 OL0128                          STATION DESCRIPTION
 OL0128
 OL0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0128'0.9 MI S FROM SHOREWOOD.
 OL0128'AT SHOREWOOD, A SUB-DIVISION OF MILWAUKEE, ABOUT 0.3 MILE WEST
 OL0128'ALONG CAPITOL DRIVE FROM THE SHOREWOOD POST OFFICE, THENCE
 OL0128'0.6 MILE SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY,
 OL0128'116 1/2 FEET WEST OF AND ACROSS THE TRACK FROM THE SOUTHWEST
 OL0128'CORNER OF A 2 STORY BRICK APARTMENT BUILDING ON THE NORTH SIDE
 OL0128'OF EAST PROVIDENCE AVENUE, 23 FEET WEST OF THE WEST RAIL, 52 FEET
 OL0128'NORTH OF THE EXTENDED CENTER LINE OF EAST PROVIDENCE LEADING
 OL0128'EAST, 8 FEET NORTHEAST OF BRACE POLE NO. 40-5, 0.7 FOOT WEST
 OL0128'OF A METAL WITNESS POST, 1 1/2 FEET BELOW TOP OF RAIL, AND IS
 OL0128'A DISK ON THE TOP OF A COPPER COATED STEEL ROD FLUSH WITH THE
 OL0128'LEVEL OF THE GROUND AND ENCASED IN A 6 INCH METAL PIPE THAT
 OL0128'PROJECTS 1 INCH ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS
 OL0128'DRIVEN TO REFUSAL AT A DEPTH OF 14 FEET.  SECTION 9, T 7 N,
 OL0128'R 22 E.
 OL0128
 OL0128                          STATION RECOVERY (1988)
 OL0128
 OL0128'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCB)
 OL0128'RECOVERED IN GOOD CONDITION.
 OL0128
 OL0128                          STATION RECOVERY (2005)
 OL0128
 OL0128'RECOVERY NOTE BY GEOCACHING 2005 (CZ)
 OL0128'LOCATION IS NOW A PUBLIC PARKWAY. THE RAILROAD TRACKS HAVE BEEN
 OL0128'REMOVED (RAILS TO TRAILS) AND THE GRADE LEVELED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RN0158 ***********************************************************************
 RN0158  DESIGNATION -  G 135
 RN0158  PID         -  RN0158
 RN0158  STATE/COUNTY-  WI/DOUGLAS
 RN0158  USGS QUAD   -  BOREA (1981)
 RN0158
 RN0158                         *CURRENT SURVEY CONTROL
 RN0158  ___________________________________________________________________
 RN0158* NAD 83(1986)-  46 35 12.     (N)    092 08 14.     (W)     SCALED    
 RN0158* NAVD 88     -       216.576  (meters)     710.55   (feet)  ADJUSTED  
 RN0158  ___________________________________________________________________
 RN0158  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 RN0158  DYNAMIC HT  -         216.597 (meters)     710.62  (feet)  COMP
 RN0158  MODELED GRAV-     980,707.2   (mgal)                       NAVD 88
 RN0158
 RN0158  VERT ORDER  -  SECOND    CLASS 0
 RN0158
 RN0158.The horizontal coordinates were scaled from a topographic map and have
 RN0158.an estimated accuracy of +/- 6 seconds.
 RN0158
 RN0158.The orthometric height was determined by differential leveling
 RN0158.and adjusted by the National Geodetic Survey in June 1991..
 RN0158
 RN0158.The geoid height was determined by GEOID03.
 RN0158
 RN0158.The dynamic height is computed by dividing the NAVD 88
 RN0158.geopotential number by the normal gravity value computed on the
 RN0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0158.degrees latitude (g = 980.6199 gals.).
 RN0158
 RN0158.The modeled gravity was interpolated from observed gravity values.
 RN0158
 RN0158;                    North         East    Units  Estimated Accuracy
 RN0158;SPC WI N     -   160,030.      436,230.      MT  (+/- 180 meters Scaled)
 RN0158
 RN0158                          SUPERSEDED SURVEY CONTROL
 RN0158
 RN0158  NGVD 29 (??/??/92)  216.548  (m)          710.46   (f) ADJ UNCH    2 0
 RN0158
 RN0158.Superseded values are not recommended for survey control.
 RN0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0158.See file dsdata.txt to determine how the superseded data were derived.
 RN0158
 RN0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM660595(NAD 83)
 RN0158_MARKER: DB = BENCH MARK DISK
 RN0158_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RN0158_SP_SET: ABUTMENT
 RN0158_STAMPING: G 135 1935
 RN0158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0158
 RN0158  HISTORY     - Date     Condition        Report By
 RN0158  HISTORY     - 1935     MONUMENTED       CGS
 RN0158  HISTORY     - 1952     POOR             USGS
 RN0158  HISTORY     - 20041215 MARK NOT FOUND   WIDT
 RN0158
 RN0158                          STATION DESCRIPTION
 RN0158
 RN0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RN0158'0.7 MI W FROM BOYLSTON JCT.
 RN0158'ALONG THE GREAT NORTHERN R.R. 0.7 MILES W. OF BOYLSTON JCT.  MARK IS
 RN0158'IN THE N. SIDE OF THE E. CONCRETE ABUTMENT OF STEEL TRESSEL OVER
 RN0158'NEMADJI RIVER.  AT MILE POLE NO. 14.
 RN0158
 RN0158                          STATION RECOVERY (1952)
 RN0158
 RN0158'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 RN0158'MARK RECOVERED IN POOR CONDITION.
 RN0158
 RN0158                          STATION RECOVERY (2004)
 RN0158
 RN0158'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 RN0158'THE STATION IS NOT FOUND, THE MARK IS LIKELY BEEN DESTROYED THE ENTIRE
 RN0158'FORMER RAILROAD BRIDGE SPANNING OVER THE NEMNDJI RIVER HAS BEEN
 RN0158'REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RN0275 ***********************************************************************
 RN0275  DESIGNATION -  G 136
 RN0275  PID         -  RN0275
 RN0275  STATE/COUNTY-  WI/DOUGLAS
 RN0275  USGS QUAD   -  FROGNER (1981)
 RN0275
 RN0275                         *CURRENT SURVEY CONTROL
 RN0275  ___________________________________________________________________
 RN0275* NAD 83(1986)-  46 31 05.     (N)    092 15 33.     (W)     SCALED    
 RN0275* NAVD 88     -       267.779  (meters)     878.54   (feet)  ADJUSTED  
 RN0275  ___________________________________________________________________
 RN0275  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 RN0275  DYNAMIC HT  -         267.796 (meters)     878.59  (feet)  COMP
 RN0275  MODELED GRAV-     980,672.4   (mgal)                       NAVD 88
 RN0275
 RN0275  VERT ORDER  -  SECOND    CLASS 0
 RN0275
 RN0275.The horizontal coordinates were scaled from a topographic map and have
 RN0275.an estimated accuracy of +/- 6 seconds.
 RN0275
 RN0275.The orthometric height was determined by differential leveling
 RN0275.and adjusted by the National Geodetic Survey in June 1991..
 RN0275
 RN0275.The geoid height was determined by GEOID03.
 RN0275
 RN0275.The dynamic height is computed by dividing the NAVD 88
 RN0275.geopotential number by the normal gravity value computed on the
 RN0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0275.degrees latitude (g = 980.6199 gals.).
 RN0275
 RN0275.The modeled gravity was interpolated from observed gravity values.
 RN0275
 RN0275;                    North         East    Units  Estimated Accuracy
 RN0275;SPC WI N     -   152,670.      426,670.      MT  (+/- 180 meters Scaled)
 RN0275
 RN0275                          SUPERSEDED SURVEY CONTROL
 RN0275
 RN0275  NGVD 29 (??/??/92)  267.720  (m)          878.34   (f) ADJ UNCH    2 0
 RN0275
 RN0275.Superseded values are not recommended for survey control.
 RN0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0275.See file dsdata.txt to determine how the superseded data were derived.
 RN0275
 RN0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM568518(NAD 83)
 RN0275_MARKER: DB = BENCH MARK DISK
 RN0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0275_STAMPING: G 136 1935
 RN0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0275+STABILITY: SURFACE MOTION
 RN0275
 RN0275  HISTORY     - Date     Condition        Report By
 RN0275  HISTORY     - 1935     MONUMENTED       CGS
 RN0275  HISTORY     - 20041215 MARK NOT FOUND   WIDT
 RN0275
 RN0275                          STATION DESCRIPTION
 RN0275
 RN0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RN0275'2.5 MI NE FROM FOXBORO.
 RN0275'ALONG COUNTY ROAD W. 2.5 MILES N.E. OF FOXBORO.  MARK IS 400 YDS. E.
 RN0275'OF JCT OF ROADS WHERE COUNTY W. TURNS EAST. 9 YDS. N.W. OF CENTER OF
 RN0275'ROAD.
 RN0275
 RN0275                          STATION RECOVERY (2004)
 RN0275
 RN0275'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 RN0275'THE STATION IS NOT FOUND THE TIES ARE VAGUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0322 ***********************************************************************
 NG0322  DESIGNATION -  G 137
 NG0322  PID         -  NG0322
 NG0322  STATE/COUNTY-  WI/RACINE
 NG0322  USGS QUAD   -  FRANKSVILLE (1994)
 NG0322
 NG0322                         *CURRENT SURVEY CONTROL
 NG0322  ___________________________________________________________________
 NG0322* NAD 83(1986)-  42 48 51.     (N)    087 54 52.     (W)     SCALED    
 NG0322* NAVD 88     -       218.709  (meters)     717.55   (feet)  ADJUSTED  
 NG0322  ___________________________________________________________________
 NG0322  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 NG0322  DYNAMIC HT  -         218.647 (meters)     717.34  (feet)  COMP
 NG0322  MODELED GRAV-     980,333.1   (mgal)                       NAVD 88
 NG0322
 NG0322  VERT ORDER  -  SECOND    CLASS I
 NG0322
 NG0322.The horizontal coordinates were scaled from a topographic map and have
 NG0322.an estimated accuracy of +/- 6 seconds.
 NG0322
 NG0322.The orthometric height was determined by differential leveling
 NG0322.and adjusted by the National Geodetic Survey in February 2004..
 NG0322
 NG0322.The geoid height was determined by GEOID03.
 NG0322
 NG0322.The dynamic height is computed by dividing the NAVD 88
 NG0322.geopotential number by the normal gravity value computed on the
 NG0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0322.degrees latitude (g = 980.6199 gals.).
 NG0322
 NG0322.The modeled gravity was interpolated from observed gravity values.
 NG0322
 NG0322;                    North         East    Units  Estimated Accuracy
 NG0322;SPC WI S     -    92,580.      770,550.      MT  (+/- 180 meters Scaled)
 NG0322
 NG0322                          SUPERSEDED SURVEY CONTROL
 NG0322
 NG0322  NAVD 88 (06/15/91)  218.704  (m)          717.53   (f) UNKNOWN     1 0
 NG0322  NGVD 29 (??/??/92)  218.75   (m)          717.7    (f) COMPUTED    1 0
 NG0322
 NG0322.Superseded values are not recommended for survey control.
 NG0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0322.See file dsdata.txt to determine how the superseded data were derived.
 NG0322
 NG0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN252405(NAD 83)
 NG0322_MARKER: DB = BENCH MARK DISK
 NG0322_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NG0322_SP_SET: CONCRETE BASE
 NG0322_STAMPING: G 137 1972
 NG0322_MARK LOGO: NGS   
 NG0322_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NG0322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NG0322_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NG0322+SATELLITE: SATELLITE OBSERVATIONS - 2002
 NG0322
 NG0322  HISTORY     - Date     Condition        Report By
 NG0322  HISTORY     - 1972     MONUMENTED       NGS
 NG0322  HISTORY     - 1990     GOOD             USPSQD
 NG0322  HISTORY     - 2002     GOOD             WIDT
 NG0322
 NG0322                          STATION DESCRIPTION
 NG0322
 NG0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 NG0322'3.8 MI N FROM FRANKSVILLE.
 NG0322'ABOUT 3.8 MILES NORTH ALONG COUNTY ROAD H FROM THE JUNCTION OF
 NG0322'COUNTY ROAD K AT FRANKSVILLE, ABOUT 0.1 MILE SOUTH OF THE JUNCTION
 NG0322'OF STATE HIGHWAY 38, ABOUT 4.9 MILES SOUTH ALONG STATE HIGHWAY 38
 NG0322'FROM THE POST OFFICE AT OAK CREEK, THENCE 0.1 MILE SOUTH ALONG
 NG0322'COUNTY ROAD H, AT THE JUNCTION OF A CONNECTING ROAD, SET IN THE
 NG0322'TOP OF THE SOUTHWEST CORNER OF A 10 FOOT SQUARE CONCRETE BASE
 NG0322'WITH METAL MANHOLE COVER, 37 1/2 FEET WEST OF THE CENTER LINE OF
 NG0322'THE COUNTY ROAD, 36 1/2 FEET SOUTH OF THE EXTENDED CENTER LINE
 NG0322'OF THE CONNECTING ROAD, 42 FEET SOUTHWEST OF BENCH MARK 35-422
 NG0322'(RCW) DESCRIBED, 1.9 FEET NORTHEAST OF THE SOUTHWEST CORNER OF
 NG0322'THE BASE AND 3 FEET BELOW THE LEVEL OF THE HIGHWAY.  SEC 17,
 NG0322'T4N, R22E.
 NG0322
 NG0322                          STATION RECOVERY (1990)
 NG0322
 NG0322'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCB)
 NG0322'RECOVERED IN GOOD CONDITION.
 NG0322
 NG0322                          STATION RECOVERY (2002)
 NG0322
 NG0322'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (DJH)
 NG0322'THE STATION IS LOCATED ABOUT 13 KM SOUTHEAST OF FRANKLIN, 12 KM
 NG0322'NORTHWEST OF RACINE, AND 6 KM NORTH OF FRANKSVILLE.
 NG0322'OWNERSHIP--RACINE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 NG0322'STATE HIGHWAY 38 (HOWELL AVENUE) WITH STATE HIGHWAY 100 (RYAN ROAD)
 NG0322'IN THE CITY OF OAK CREEK, GO SOUTH ON STATE HIGHWAY 38 (HOWELL
 NG0322'AVENUE) FOR 6.5 KM TO COUNTY HIGHWAY H AND THE STATION ON THE RIGHT.
 NG0322'THE STATION IS A BRONZE US COAST AND GEODETIC SURVEY BENCH MARK DISK
 NG0322'SET IN THE TOP OF THE SOUTHWEST CORNER OF A CONCRETE BASE OF A 2.2 M
 NG0322'SQUARE CONCRETE STRUCTURE WITH A MANHOLE COVER IN THE NORTHWEST
 NG0322'CORNER OF THE STRUCTURE, FLUSH WITH THE GROUND AND 2 M BELOW THE
 NG0322'HIGHWAY PAVEMENT. THE STATION IS 11.9 M WEST OF THE CENTERLINE OF
 NG0322'COUNTY HIGHWAY H, 12.5 M SOUTH-SOUTHEAST OF POWER POLE --E62-108
 NG0322'23--, 4.6 M NORTHWEST OF THE CENTER OF A CORRUGATED METAL CULVERT
 NG0322'PIPE RUNNING UNDER COUNTY HIGHWAY H, 1.7 M SOUTHWEST OF THE CENTER OF
 NG0322'A 1.0 M DIAMETER MANHOLE COVER IN THE FOUNDATION, AND 0.6 M NORTHEAST
 NG0322'OF THE SOUTHWEST CORNER OF CONCRETE FOUNDATION.  ---NOTE---THIS
 NG0322'STATION IS NOT SUITABLE FOR GPS OSERVATIONS DUE TO TREES TO THE NORTH
 NG0322'AND WEST EXTENDING HIGHER THAN 25 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0277 ***********************************************************************
 NG0277  DESIGNATION -  G 138
 NG0277  PID         -  NG0277
 NG0277  STATE/COUNTY-  WI/KENOSHA
 NG0277  USGS QUAD   -  RACINE SOUTH (1976)
 NG0277
 NG0277                         *CURRENT SURVEY CONTROL
 NG0277  ___________________________________________________________________
 NG0277* NAD 83(1986)-  42 37 59.     (N)    087 49 28.     (W)     SCALED    
 NG0277* NAVD 88     -       185.854  (meters)     609.76   (feet)  ADJUSTED  
 NG0277  ___________________________________________________________________
 NG0277  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 NG0277  DYNAMIC HT  -         185.800 (meters)     609.58  (feet)  COMP
 NG0277  MODELED GRAV-     980,325.1   (mgal)                       NAVD 88
 NG0277
 NG0277  VERT ORDER  -  FIRST     CLASS 0
 NG0277
 NG0277.The horizontal coordinates were scaled from a topographic map and have
 NG0277.an estimated accuracy of +/- 6 seconds.
 NG0277
 NG0277.The orthometric height was determined by differential leveling
 NG0277.and adjusted by the National Geodetic Survey in June 1991..
 NG0277
 NG0277.The geoid height was determined by GEOID03.
 NG0277
 NG0277.The dynamic height is computed by dividing the NAVD 88
 NG0277.geopotential number by the normal gravity value computed on the
 NG0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0277.degrees latitude (g = 980.6199 gals.).
 NG0277
 NG0277.The modeled gravity was interpolated from observed gravity values.
 NG0277
 NG0277;                    North         East    Units  Estimated Accuracy
 NG0277;SPC WI S     -    72,660.      778,430.      MT  (+/- 180 meters Scaled)
 NG0277
 NG0277                          SUPERSEDED SURVEY CONTROL
 NG0277
 NG0277  NGVD 29 (??/??/92)  185.94   (m)          610.0    (f) COMPUTED    1 0
 NG0277
 NG0277.Superseded values are not recommended for survey control.
 NG0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0277.See file dsdata.txt to determine how the superseded data were derived.
 NG0277
 NG0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN324203(NAD 83)
 NG0277_MARKER: DB = BENCH MARK DISK
 NG0277_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NG0277_SP_SET: 24 FT
 NG0277_STAMPING: G 138-173
 NG0277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0277
 NG0277  HISTORY     - Date     Condition        Report By
 NG0277  HISTORY     - 1973     MONUMENTED       NGS
 NG0277
 NG0277                          STATION DESCRIPTION
 NG0277
 NG0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NG0277'1.2 MI N FROM KENOSHA.
 NG0277'ABOUT 1.25 MILES NORTH ALONG STATE HIGHWAY 32 (SHERIDAN ROAD)
 NG0277'FROM THE POST OFFICE AT KENOSHA, THENCE 0.15 MILES WEST ALONG
 NG0277'38TH STREET, THENCE 2.2 MILES NORTH ALONG THE CHICAGO AND
 NG0277'NORTHWESTERN RAILWAY, 27 RAILS OR 0.2 MILES SOUTH OF A STONE
 NG0277'RAILROAD BRIDGE OVER PIKE RIVER, 0.1 MILE SOUTH OF MILEPOST 57
 NG0277'(SIGN GONE), 41.0 FEET EAST OF THE EAST RAIL OF THE EAST TRACK,
 NG0277'38.6 FEET SOUTH EAST OF SEMAPHORE 41.4, 24.0 FEET WEST OF CENTER
 NG0277'LINE OF A TRACK ROAD, 1.0 FEET SOUTH OF A VERTICAL RAILROAD
 NG0277'RAIL, 0.7 MILE NORTH OF CROSSING OF COUNTY ROAD F).  A NGS
 NG0277'DISK ON TOP OF A COPPER COATED STEEL ROD DRIVEN TO A DEPTH OF
 NG0277'24.0 FEET, FLUSH WITH THE GROUND, AND ENCASED IN A 6 IN IRON
 NG0277'PIPE PROJECTING 0.2 FEET AND LOCATED 0.6 FEET NORTH OF A METAL
 NG0277'WITNESS POST.  APPROXIMATELY 0.7 MILES NORTH OF BM H 138.
 NG0277'SEC 18, T 2 N, R 23 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0390 ***********************************************************************
 RM0390  DESIGNATION -  G 146
 RM0390  PID         -  RM0390
 RM0390  STATE/COUNTY-  WI/WASHBURN
 RM0390  USGS QUAD   -  STANBERRY WEST (1971)
 RM0390
 RM0390                         *CURRENT SURVEY CONTROL
 RM0390  ___________________________________________________________________
 RM0390* NAD 83(1986)-  46 04 45.     (N)    091 41 59.     (W)     SCALED    
 RM0390* NAVD 88     -       355.660  (meters)    1166.86   (feet)  ADJUSTED  
 RM0390  ___________________________________________________________________
 RM0390  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 RM0390  DYNAMIC HT  -         355.685 (meters)    1166.94  (feet)  COMP
 RM0390  MODELED GRAV-     980,675.4   (mgal)                       NAVD 88
 RM0390
 RM0390  VERT ORDER  -  FIRST     CLASS II
 RM0390
 RM0390.The horizontal coordinates were scaled from a topographic map and have
 RM0390.an estimated accuracy of +/- 6 seconds.
 RM0390
 RM0390.The orthometric height was determined by differential leveling
 RM0390.and adjusted by the National Geodetic Survey in June 1991..
 RM0390
 RM0390.The geoid height was determined by GEOID03.
 RM0390
 RM0390.The dynamic height is computed by dividing the NAVD 88
 RM0390.geopotential number by the normal gravity value computed on the
 RM0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0390.degrees latitude (g = 980.6199 gals.).
 RM0390
 RM0390.The modeled gravity was interpolated from observed gravity values.
 RM0390
 RM0390;                    North         East    Units  Estimated Accuracy
 RM0390;SPC WI N     -   102,830.      468,540.      MT  (+/- 180 meters Scaled)
 RM0390
 RM0390                          SUPERSEDED SURVEY CONTROL
 RM0390
 RM0390.No superseded survey control is available for this station.
 RM0390
 RM0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM005036(NAD 83)
 RM0390_MARKER: DB = BENCH MARK DISK
 RM0390_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0390_SP_SET: STAINLESS STEEL ROD
 RM0390_STAMPING: G 146 1979
 RM0390_PROJECTION: FLUSH
 RM0390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0390_ROD/PIPE-DEPTH: 9.14 meters
 RM0390
 RM0390  HISTORY     - Date     Condition        Report By
 RM0390  HISTORY     - 1979     MONUMENTED       NGS
 RM0390
 RM0390                          STATION DESCRIPTION
 RM0390
 RM0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RM0390'6.9 MI EAST FROM MINONG.
 RM0390'6.9 MILES EAST ALONG STATE HIGHWAY 77 FROM THE JUNCTION OF U.S.
 RM0390'HIGHWAY 53 IN MINONG, AT THE JUNCTION OF FIRE LANE ROAD, 54.0 FT.
 RM0390'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 51.0 FT. NORTHWEST OF THE
 RM0390'CENTER OF THE ROAD.  DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS
 RM0390'HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 RM0390'THE MARK IS 1.7 FT  N FROM A WITNESS POST.
 RM0390'THE MARK IS 1 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0329 ***********************************************************************
 QN0329  DESIGNATION -  G 147
 QN0329  PID         -  QN0329
 QN0329  STATE/COUNTY-  WI/SAWYER
 QN0329  USGS QUAD   -  COUDERAY (1971)
 QN0329
 QN0329                         *CURRENT SURVEY CONTROL
 QN0329  ___________________________________________________________________
 QN0329* NAD 83(1986)-  45 46 58.     (N)    091 21 14.     (W)     SCALED    
 QN0329* NAVD 88     -       401.925  (meters)    1318.65   (feet)  ADJUSTED  
 QN0329  ___________________________________________________________________
 QN0329  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 QN0329  DYNAMIC HT  -         401.905 (meters)    1318.58  (feet)  COMP
 QN0329  MODELED GRAV-     980,554.1   (mgal)                       NAVD 88
 QN0329
 QN0329  VERT ORDER  -  FIRST     CLASS II
 QN0329
 QN0329.The horizontal coordinates were scaled from a topographic map and have
 QN0329.an estimated accuracy of +/- 6 seconds.
 QN0329
 QN0329.The orthometric height was determined by differential leveling
 QN0329.and adjusted by the National Geodetic Survey in June 1991..
 QN0329
 QN0329.The geoid height was determined by GEOID03.
 QN0329
 QN0329.The dynamic height is computed by dividing the NAVD 88
 QN0329.geopotential number by the normal gravity value computed on the
 QN0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0329.degrees latitude (g = 980.6199 gals.).
 QN0329
 QN0329.The modeled gravity was interpolated from observed gravity values.
 QN0329
 QN0329;                    North         East    Units  Estimated Accuracy
 QN0329;SPC WI N     -    69,370.      494,720.      MT  (+/- 180 meters Scaled)
 QN0329
 QN0329                          SUPERSEDED SURVEY CONTROL
 QN0329
 QN0329.No superseded survey control is available for this station.
 QN0329
 QN0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL279712(NAD 83)
 QN0329_MARKER: DB = BENCH MARK DISK
 QN0329_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0329_SP_SET: STAINLESS STEEL ROD
 QN0329_STAMPING: G 147 1979
 QN0329_PROJECTION: RECESSED 3 CENTIMETERS
 QN0329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0329_ROD/PIPE-DEPTH: 9.14 meters
 QN0329
 QN0329  HISTORY     - Date     Condition        Report By
 QN0329  HISTORY     - 1979     MONUMENTED       NGS
 QN0329  HISTORY     - 20041028 MARK NOT FOUND   WIDT
 QN0329
 QN0329                          STATION DESCRIPTION
 QN0329
 QN0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 QN0329'3.25 MI WEST FROM COUDERAY.
 QN0329'2.15 MILES WEST ALONG STATE HIGHWAY 27 FROM THE POST OFFICE IN
 QN0329'COUDERAY, THENCE 1.1 MILES SOUTH ALONG COUNTY ROAD C, 27.0 FT. WEST OF
 QN0329'THE CENTERLINE OF THE COUNTY ROAD, 9.0 FT. NORTH OF THE CENTER OF A
 QN0329'DIM WOODS ROAD, 4.0 FT. SOUTH OF POWERLINE POLE NUMBER 107-154,
 QN0329'31.5 FT. NORTHEAST OF A 45-INCH PINE TREE.
 QN0329'THE MARK IS 2 FT  N FROM A WITNESS POST.
 QN0329'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 QN0329
 QN0329                          STATION RECOVERY (2004)
 QN0329
 QN0329'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0329'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0299 ***********************************************************************
 QN0299  DESIGNATION -  G 148
 QN0299  PID         -  QN0299
 QN0299  STATE/COUNTY-  WI/RUSK
 QN0299  USGS QUAD   -  LADYSMITH (1971)
 QN0299
 QN0299                         *CURRENT SURVEY CONTROL
 QN0299  ___________________________________________________________________
 QN0299* NAD 83(1986)-  45 29 38.     (N)    091 06 41.     (W)     SCALED    
 QN0299* NAVD 88     -       351.556  (meters)    1153.40   (feet)  ADJUSTED  
 QN0299  ___________________________________________________________________
 QN0299  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 QN0299  DYNAMIC HT  -         351.540 (meters)    1153.34  (feet)  COMP
 QN0299  MODELED GRAV-     980,559.8   (mgal)                       NAVD 88
 QN0299
 QN0299  VERT ORDER  -  FIRST     CLASS II
 QN0299
 QN0299.The horizontal coordinates were scaled from a topographic map and have
 QN0299.an estimated accuracy of +/- 6 seconds.
 QN0299
 QN0299.The orthometric height was determined by differential leveling
 QN0299.and adjusted by the National Geodetic Survey in June 1991..
 QN0299
 QN0299.The geoid height was determined by GEOID03.
 QN0299
 QN0299.The dynamic height is computed by dividing the NAVD 88
 QN0299.geopotential number by the normal gravity value computed on the
 QN0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0299.degrees latitude (g = 980.6199 gals.).
 QN0299
 QN0299.The modeled gravity was interpolated from observed gravity values.
 QN0299
 QN0299;                    North         East    Units  Estimated Accuracy
 QN0299;SPC WI C     -   185,120.      513,130.      MT  (+/- 180 meters Scaled)
 QN0299
 QN0299                          SUPERSEDED SURVEY CONTROL
 QN0299
 QN0299.No superseded survey control is available for this station.
 QN0299
 QN0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL475395(NAD 83)
 QN0299_MARKER: DB = BENCH MARK DISK
 QN0299_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0299_SP_SET: STAINLESS STEEL ROD
 QN0299_STAMPING: G 148 1979
 QN0299_PROJECTION: FLUSH
 QN0299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0299_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QN0299+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2005
 QN0299_ROD/PIPE-DEPTH: 9.14 meters
 QN0299
 QN0299  HISTORY     - Date     Condition        Report By
 QN0299  HISTORY     - 1979     MONUMENTED       NGS
 QN0299  HISTORY     - 20051201 GOOD             WIDT
 QN0299
 QN0299                          STATION DESCRIPTION
 QN0299
 QN0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 QN0299'1.9 MI NORTH FROM LADYSMITH.
 QN0299'1.9 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE JUNCTION OF U.S.
 QN0299'HIGHWAY 8 IN LADYSMITH, AT THE JUNCTION OF WEST SHEEP RANCH ROAD,
 QN0299'68.0 FT. EAST OF THE CENTERLINE OF THE HIGHWAY, 37.0 FT. SOUTH OF A
 QN0299'DIRT ROAD LEADING EAST, 3.0 FT. SOUTH OF AN ELECTRIC FENCE CORNER
 QN0299'POST, 3.4 FT. NORTH OF A HIGH VOLTAGE POWERLINE POLE, 1.0 FT. WEST OF
 QN0299'THE ELECTRIC FENCE.
 QN0299'THE MARK IS 1 FT  W FROM A WITNESS POST.
 QN0299'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 QN0299
 QN0299                          STATION RECOVERY (2005)
 QN0299
 QN0299'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 QN0299'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.6 M SOUTH OF
 QN0299'TELEPHONE PEDESTAL --600-10--, 0.3 M WEST OF A WHITE METAL WITNESS
 QN0299'POST, AND 1.0 M EAST, 1.0 M SOUTHWEST, AND 1.0 M NORTHWEST OF THREE
 QN0299'WHITE PLASTIC WITNESS POSTS.
 QN0299'NOTE1-- THE DIRT ROAD LEADING EAST IS PRIVATE ENTRANCE --N5702-- AND
 QN0299'--N5704-- AND THE POWER POLE IS NUMBERED --35627-4A--.  NOTE2-- THE
 QN0299'SLEEVE AND ITS CONCRETE ENCASEMENT APPARENTLY HAVE EXPERIENCED FROST
 QN0299'HEAVE, PROTRUDING 16-CM ABOVE GROUND LEVEL, AND LEANS 3 DEGREES TO THE
 QN0299'NORTH.  NOTE3-- VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE
 QN0299'EAST QUADRANTS EXTENDING TO 50 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0363 ***********************************************************************
 QN0363  DESIGNATION -  G 149
 QN0363  PID         -  QN0363
 QN0363  STATE/COUNTY-  WI/BARRON
 QN0363  USGS QUAD   -  RICE LAKE SOUTH (1978)
 QN0363
 QN0363                         *CURRENT SURVEY CONTROL
 QN0363  ___________________________________________________________________
 QN0363* NAD 83(1986)-  45 24 29.     (N)    091 42 18.     (W)     SCALED    
 QN0363* NAVD 88     -       332.092  (meters)    1089.54   (feet)  ADJUSTED  
 QN0363  ___________________________________________________________________
 QN0363  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 QN0363  DYNAMIC HT  -         332.070 (meters)    1089.47  (feet)  COMP
 QN0363  MODELED GRAV-     980,538.8   (mgal)                       NAVD 88
 QN0363
 QN0363  VERT ORDER  -  FIRST     CLASS II
 QN0363
 QN0363.The horizontal coordinates were scaled from a topographic map and have
 QN0363.an estimated accuracy of +/- 6 seconds.
 QN0363
 QN0363.The orthometric height was determined by differential leveling
 QN0363.and adjusted by the National Geodetic Survey in June 1991..
 QN0363
 QN0363.The geoid height was determined by GEOID03.
 QN0363
 QN0363.The dynamic height is computed by dividing the NAVD 88
 QN0363.geopotential number by the normal gravity value computed on the
 QN0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0363.degrees latitude (g = 980.6199 gals.).
 QN0363
 QN0363.The modeled gravity was interpolated from observed gravity values.
 QN0363
 QN0363;                    North         East    Units  Estimated Accuracy
 QN0363;SPC WI C     -   176,390.      466,540.      MT  (+/- 180 meters Scaled)
 QN0363
 QN0363                          SUPERSEDED SURVEY CONTROL
 QN0363
 QN0363.No superseded survey control is available for this station.
 QN0363
 QN0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL013290(NAD 83)
 QN0363_MARKER: I = METAL ROD
 QN0363_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0363_SP_SET: STAINLESS STEEL ROD
 QN0363_STAMPING: G 149 1980
 QN0363_MARK LOGO: NGS   
 QN0363_PROJECTION: FLUSH
 QN0363_MAGNETIC: I = MARKER IS A STEEL ROD
 QN0363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QN0363+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2005
 QN0363_ROD/PIPE-DEPTH: 9.7  meters
 QN0363
 QN0363  HISTORY     - Date     Condition        Report By
 QN0363  HISTORY     - 1980     MONUMENTED       NGS
 QN0363  HISTORY     - 19970820 GOOD             NGS
 QN0363  HISTORY     - 20050927 GOOD             WIDT
 QN0363
 QN0363                          STATION DESCRIPTION
 QN0363
 QN0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QN0363'3.3 KM EAST FROM CAMERON.
 QN0363'3.3 KM (2.05MI) EAST ALONG U.S. HIGHWAY 8 FROM THE POST OFFICE IN
 QN0363'CAMERON, AT THE JUNCTION OF A PAVED ROAD LEADING SOUTH, 30.0 M
 QN0363'(98.7 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 3.9 M (13.0 FT) WEST
 QN0363'OF THE EXTENDED CENTERLINE OF THE PAVED ROAD, 0.3 M (1.0 FT) SOUTH OF
 QN0363'A FENCE, 7.1 M (23.4 FT) NORTH OF A HIGHWAY RIGHT-OF-WAY MARKER, 3.3 M
 QN0363'(11.0 FT) NORTHWEST OF THE NORTH LEG OF A BECKERS CAMPING SIGN, 12.5 M
 QN0363'(42.6 FT) EAST OF AN UNDERGROUND TELEPHONE CABLE JUNCTION BOX.
 QN0363'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 QN0363
 QN0363                          STATION RECOVERY (1997)
 QN0363
 QN0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 QN0363'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) EAST OF CAMERON, IN WEEDS
 QN0363'IN LINE WITH DELAPIDATED FENCE, AND ABOUT IN LINE WITH THE EXTENSION
 QN0363'OF THE WEST EDGE OF A ROAD LEADING SOUTH, AND IN THE ROAD
 QN0363'RIGHT-OF-WAY.  OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO
 QN0363'REACH FROM THE JUNCTION OF U.S.  HIGHWAY 8 EAST (MUSEUM ROAD) , COUNTY
 QN0363'ROAD W WEST AND COUNTY ROAD SS (1ST STREET) ON THE EAST SIDE OF
 QN0363'CAMERON, GO EAST ON HIGHWAY 8 FOR 2.33 KM (1.45 MI) TO THE JUNCTION OF
 QN0363'A PAVED ROAD RIGHT (22ND STREET) AND THE STATION ON THE LEFT.  THE
 QN0363'STATION IS A CENTERPUNCH IN THE TOP CENTER OF A STAINLESS STEEL ROD
 QN0363'ENCASED IN A 12.7-CM PVC PIPE WITH A LOGO CAP SET FLUSH WITH THE
 QN0363'GROUND.  IT IS, 30.2 M (99.1 FT) NORTH OF THE HIGHWAY CENTER, 3.9 M
 QN0363'(12.8 FT) WEST OF THE EXTENDED CENTER OF 22ND STREET, 12.8 M (42.0 FT)
 QN0363'EAST OF A TELEPHONE CABLE JUNCTION BOX, 7.1 M (23.3 FT) NORTH OF A
 QN0363'HIGHWAY RIGHT-OF-WAY MARKER, 3.3 M (10.8 FT) NORTHWEST OF THE NORTH
 QN0363'LEG OF A BECKERS CAMPING SIGN, AND 0.4 M (1.3 FT) SOUTHWEST OF A
 QN0363'WITNESS POST.
 QN0363
 QN0363                          STATION RECOVERY (2005)
 QN0363
 QN0363'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 QN0363'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M NORTH, 1.0 M
 QN0363'SOUTHEAST, AND 1.0 M SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0406 ***********************************************************************
 RM0406  DESIGNATION -  G 150
 RM0406  PID         -  RM0406
 RM0406  STATE/COUNTY-  WI/DOUGLAS
 RM0406  USGS QUAD   -  GORDON (1982)
 RM0406
 RM0406                         *CURRENT SURVEY CONTROL
 RM0406  ___________________________________________________________________
 RM0406* NAD 83(1986)-  46 11 58.     (N)    091 47 55.     (W)     SCALED    
 RM0406* NAVD 88     -       324.953  (meters)    1066.12   (feet)  ADJUSTED  
 RM0406  ___________________________________________________________________
 RM0406  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 RM0406  DYNAMIC HT  -         324.985 (meters)    1066.22  (feet)  COMP
 RM0406  MODELED GRAV-     980,704.8   (mgal)                       NAVD 88
 RM0406
 RM0406  VERT ORDER  -  FIRST     CLASS II
 RM0406
 RM0406.The horizontal coordinates were scaled from a topographic map and have
 RM0406.an estimated accuracy of +/- 6 seconds.
 RM0406
 RM0406.The orthometric height was determined by differential leveling
 RM0406.and adjusted by the National Geodetic Survey in June 1991..
 RM0406
 RM0406.The geoid height was determined by GEOID03.
 RM0406
 RM0406.The dynamic height is computed by dividing the NAVD 88
 RM0406.geopotential number by the normal gravity value computed on the
 RM0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0406.degrees latitude (g = 980.6199 gals.).
 RM0406
 RM0406.The modeled gravity was interpolated from observed gravity values.
 RM0406
 RM0406;                    North         East    Units  Estimated Accuracy
 RM0406;SPC WI N     -   116,360.      461,200.      MT  (+/- 180 meters Scaled)
 RM0406
 RM0406                          SUPERSEDED SURVEY CONTROL
 RM0406
 RM0406.No superseded survey control is available for this station.
 RM0406
 RM0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM926169(NAD 83)
 RM0406_MARKER: DB = BENCH MARK DISK
 RM0406_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0406_SP_SET: STAINLESS STEEL ROD
 RM0406_STAMPING: G 150 1979
 RM0406_PROJECTION: FLUSH
 RM0406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0406_ROD/PIPE-DEPTH: 9.14 meters
 RM0406
 RM0406  HISTORY     - Date     Condition        Report By
 RM0406  HISTORY     - 1979     MONUMENTED       NGS
 RM0406  HISTORY     - 20041201 MARK NOT FOUND   WIDT
 RM0406
 RM0406                          STATION DESCRIPTION
 RM0406
 RM0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RM0406'1.7 MI NORTH FROM WASCOTT.
 RM0406'1.7 MILES NORTH ALONG U.S. HIGHWAY 53 FROM THE JUNCTION OF COUNTY ROAD
 RM0406'T IN WASCOTT, 0.2 MILE SOUTH OF THE JUNCTION OF A ROAD LEADING EAST,
 RM0406'150 FT. NORTH OF THE NORTH END OF A SANDY CUTBANK, 62.2 FT. EAST OF
 RM0406'THE CENTERLINE OF THE HIGHWAY, 22.0 FT. SOUTHWEST OF A TWIN-TRUNKED
 RM0406'EVERGREEN TREE.  DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD
 RM0406'THROUGH A 4-INCH PLASTIC SCREW PLUG.
 RM0406'THE MARK IS 1 FT  N FROM A WITNESS POST.
 RM0406'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 RM0406
 RM0406                          STATION RECOVERY (2004)
 RM0406
 RM0406'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 RM0406'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0438 ***********************************************************************
 RM0438  DESIGNATION -  G 151
 RM0438  PID         -  RM0438
 RM0438  STATE/COUNTY-  WI/DOUGLAS
 RM0438  USGS QUAD   -  SOUTH RANGE (1975)
 RM0438
 RM0438                         *CURRENT SURVEY CONTROL
 RM0438  ___________________________________________________________________
 RM0438* NAD 83(1986)-  46 30 11.     (N)    091 53 08.     (W)     SCALED    
 RM0438* NAVD 88     -       358.737  (meters)    1176.96   (feet)  ADJUSTED  
 RM0438  ___________________________________________________________________
 RM0438  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 RM0438  DYNAMIC HT  -         358.780 (meters)    1177.10  (feet)  COMP
 RM0438  MODELED GRAV-     980,721.8   (mgal)                       NAVD 88
 RM0438
 RM0438  VERT ORDER  -  FIRST     CLASS II
 RM0438
 RM0438.The horizontal coordinates were scaled from a topographic map and have
 RM0438.an estimated accuracy of +/- 6 seconds.
 RM0438
 RM0438.The orthometric height was determined by differential leveling
 RM0438.and adjusted by the National Geodetic Survey in June 1991..
 RM0438
 RM0438.The geoid height was determined by GEOID03.
 RM0438
 RM0438.The dynamic height is computed by dividing the NAVD 88
 RM0438.geopotential number by the normal gravity value computed on the
 RM0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0438.degrees latitude (g = 980.6199 gals.).
 RM0438
 RM0438.The modeled gravity was interpolated from observed gravity values.
 RM0438
 RM0438;                    North         East    Units  Estimated Accuracy
 RM0438;SPC WI N     -   150,250.      455,290.      MT  (+/- 180 meters Scaled)
 RM0438
 RM0438                          SUPERSEDED SURVEY CONTROL
 RM0438
 RM0438.No superseded survey control is available for this station.
 RM0438
 RM0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM855505(NAD 83)
 RM0438_MARKER: DB = BENCH MARK DISK
 RM0438_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0438_SP_SET: STAINLESS STEEL ROD
 RM0438_STAMPING: G 151 1979
 RM0438_PROJECTION: FLUSH
 RM0438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0438_ROD/PIPE-DEPTH: 9.14 meters
 RM0438
 RM0438  HISTORY     - Date     Condition        Report By
 RM0438  HISTORY     - 1979     MONUMENTED       NGS
 RM0438  HISTORY     - 19910618 GOOD             USPSQD
 RM0438  HISTORY     - 20041213 MARK NOT FOUND   WIDT
 RM0438
 RM0438                          STATION DESCRIPTION
 RM0438
 RM0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RM0438'1.2 MI WEST FROM HAWTHORNE.
 RM0438'1.2 MILES WEST ALONG COUNTY ROAD B FROM THE CHICAGO AND NORTHWESTERN
 RM0438'RAILROAD CROSSING IN HAWTHORNE, AT A DRIVE LEADING SOUTH, 41.1 FT.
 RM0438'SOUTH OF THE CENTERLINE OF THE ROAD, 47.4 FT. WEST OF UNDERGROUND
 RM0438'CABLE BOX D 12 9B, 26.4 FT. WEST OF THE CENTERLINE OF THE DRIVE.  DISK
 RM0438'IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 RM0438'PLASTIC SCREW PLUG.
 RM0438'THE MARK IS 2 FT  E FROM A WITNESS POST.
 RM0438'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 RM0438
 RM0438                          STATION RECOVERY (1991)
 RM0438
 RM0438'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJK)
 RM0438'RECOVERED IN GOOD CONDITION.
 RM0438
 RM0438                          STATION RECOVERY (2004)
 RM0438
 RM0438'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 RM0438'THIS STATION WAS NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RN1095 ***********************************************************************
 RN1095  DESIGNATION -  G 152
 RN1095  PID         -  RN1095
 RN1095  STATE/COUNTY-  WI/DOUGLAS
 RN1095  USGS QUAD   -  SUPERIOR (1994)
 RN1095
 RN1095                         *CURRENT SURVEY CONTROL
 RN1095  ___________________________________________________________________
 RN1095* NAD 83(1986)-  46 43 02.     (N)    092 04 36.     (W)     SCALED    
 RN1095* NAVD 88     -       192.214  (meters)     630.62   (feet)  ADJUSTED  
 RN1095  ___________________________________________________________________
 RN1095  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 RN1095  DYNAMIC HT  -         192.239 (meters)     630.70  (feet)  COMP
 RN1095  MODELED GRAV-     980,737.9   (mgal)                       NAVD 88
 RN1095
 RN1095  VERT ORDER  -  FIRST     CLASS II
 RN1095
 RN1095.The horizontal coordinates were scaled from a topographic map and have
 RN1095.an estimated accuracy of +/- 6 seconds.
 RN1095
 RN1095.The orthometric height was determined by differential leveling
 RN1095.and adjusted by the National Geodetic Survey in June 1991..
 RN1095
 RN1095.The geoid height was determined by GEOID03.
 RN1095
 RN1095.The dynamic height is computed by dividing the NAVD 88
 RN1095.geopotential number by the normal gravity value computed on the
 RN1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN1095.degrees latitude (g = 980.6199 gals.).
 RN1095
 RN1095.The modeled gravity was interpolated from observed gravity values.
 RN1095
 RN1095;                    North         East    Units  Estimated Accuracy
 RN1095;SPC WI N     -   174,420.      441,250.      MT  (+/- 180 meters Scaled)
 RN1095
 RN1095                          SUPERSEDED SURVEY CONTROL
 RN1095
 RN1095.No superseded survey control is available for this station.
 RN1095
 RN1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM705741(NAD 83)
 RN1095_MARKER: DB = BENCH MARK DISK
 RN1095_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RN1095_SP_SET: STAINLESS STEEL ROD
 RN1095_STAMPING: G 152 1979
 RN1095_MARK LOGO: NGS   
 RN1095_PROJECTION: FLUSH
 RN1095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN1095_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN1095+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2004
 RN1095_ROD/PIPE-DEPTH: 9.14 meters
 RN1095
 RN1095  HISTORY     - Date     Condition        Report By
 RN1095  HISTORY     - 1979     MONUMENTED       NGS
 RN1095  HISTORY     - 1982     GOOD             NGS
 RN1095  HISTORY     - 20040904 GOOD             USPSQD
 RN1095  HISTORY     - 20041216 MARK NOT FOUND   WIDT
 RN1095
 RN1095                          STATION DESCRIPTION
 RN1095
 RN1095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RN1095'IN SUPERIOR.
 RN1095'IN SUPERIOR, AT THE JUNCTION OF HILL AVENUE AND JUNIPER AVENUE, IN A
 RN1095'TRIANGLE SHAPED LAWN FORMED BY SIDEWALKS, 50.8 FT. EAST OF THE
 RN1095'CENTERLINE OF HILL AVENUE, 28.9 FT. NORTH OF THE CENTERLINE OF JUNIPER
 RN1095'AVENUE, 15.6 FT. NORTHWEST OF A FIRE HYDRANT.  DISK IS 4 INCHES BELOW
 RN1095'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 RN1095'THE MARK IS ABOVE LEVEL WITH HILL AVENUE.
 RN1095
 RN1095                          STATION RECOVERY (1982)
 RN1095
 RN1095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RN1095'RECOVERED IN GOOD CONDITION.
 RN1095
 RN1095                          STATION RECOVERY (2004)
 RN1095
 RN1095'RECOVERY NOTE BY US POWER SQUADRON 2004 (DF)
 RN1095'GOOD CONDITION, TREE BRANCHES OVRHEAD
 RN1095
 RN1095                          STATION RECOVERY (2004)
 RN1095
 RN1095'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 RN1095'THE STATION IS NOT FOUND, TIES WERE PULLED AND PROBING WAS DONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO1385 ***********************************************************************
 QO1385  DESIGNATION -  G 153
 QO1385  PID         -  QO1385
 QO1385  STATE/COUNTY-  WI/ST CROIX
 QO1385  USGS QUAD   -  FOREST (1975)
 QO1385
 QO1385                         *CURRENT SURVEY CONTROL
 QO1385  ___________________________________________________________________
 QO1385* NAD 83(1986)-  45 09 02.     (N)    092 17 01.     (W)     SCALED    
 QO1385* NAVD 88     -       329.815  (meters)    1082.07   (feet)  ADJUSTED  
 QO1385  ___________________________________________________________________
 QO1385  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 QO1385  DYNAMIC HT  -         329.769 (meters)    1081.92  (feet)  COMP
 QO1385  MODELED GRAV-     980,470.2   (mgal)                       NAVD 88
 QO1385
 QO1385  VERT ORDER  -  FIRST     CLASS II
 QO1385
 QO1385.The horizontal coordinates were scaled from a topographic map and have
 QO1385.an estimated accuracy of +/- 6 seconds.
 QO1385
 QO1385.The orthometric height was determined by differential leveling
 QO1385.and adjusted by the National Geodetic Survey in June 1991..
 QO1385
 QO1385.The geoid height was determined by GEOID03.
 QO1385
 QO1385.The dynamic height is computed by dividing the NAVD 88
 QO1385.geopotential number by the normal gravity value computed on the
 QO1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1385.degrees latitude (g = 980.6199 gals.).
 QO1385
 QO1385.The modeled gravity was interpolated from observed gravity values.
 QO1385
 QO1385;                    North         East    Units  Estimated Accuracy
 QO1385;SPC WI C     -   148,900.      420,450.      MT  (+/- 180 meters Scaled)
 QO1385
 QO1385                          SUPERSEDED SURVEY CONTROL
 QO1385
 QO1385.No superseded survey control is available for this station.
 QO1385
 QO1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK563999(NAD 83)
 QO1385_MARKER: DB = BENCH MARK DISK
 QO1385_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QO1385_SP_SET: CULVERT
 QO1385_STAMPING: G 153 1980
 QO1385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1385+STABILITY: SURFACE MOTION
 QO1385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1385+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2005
 QO1385
 QO1385  HISTORY     - Date     Condition        Report By
 QO1385  HISTORY     - 1980     MONUMENTED       NGS
 QO1385  HISTORY     - 20051125 GOOD             USPSQD
 QO1385
 QO1385                          STATION DESCRIPTION
 QO1385
 QO1385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QO1385'12.6 KM SOUTH FROM CLEAR LAKE.
 QO1385'12.6 KM (7.8 MI) SOUTH ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 QO1385'COUNTY ROAD JJ IN CLEAR LAKE, AT THE JUNCTION OF A GRAVEL ROAD, IN THE
 QO1385'TOP OF AND 0.3 M (1.0 FT) NORTHWEST OF THE SOUTHEAST END OF THE
 QO1385'NORTHEAST CONCRETE HEADWALL OF A 4-M X 2-M BOX CULVERT UNDER THE
 QO1385'HIGHWAY, 10.4 M (34.2 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 8.2 M
 QO1385'(27.0 FT) NORTH OF THE CENTER OF THE GRAVEL ROAD LEADING EAST, 8.8 M
 QO1385'(29.2 FT) SOUTHWEST OF POWERLINE POLE NUMBER 207, 2.7 M (9.0 FT)
 QO1385'NORTHWEST OF A STOP SIGN.
 QO1385'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 QO1385
 QO1385                          STATION RECOVERY (2005)
 QO1385
 QO1385'RECOVERY NOTE BY US POWER SQUADRON 2005 (DRB)
 QO1385'RECOVERED IN GOOD CONDITION.  NOTE-- THE ROAD LEADING EAST IS 200TH
 QO1385'AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO1356 ***********************************************************************
 QO1356  DESIGNATION -  G 154
 QO1356  PID         -  QO1356
 QO1356  STATE/COUNTY-  WI/ST CROIX
 QO1356  USGS QUAD   -  NEW RICHMOND SOUTH (1974)
 QO1356
 QO1356                         *CURRENT SURVEY CONTROL
 QO1356  ___________________________________________________________________
 QO1356* NAD 83(1986)-  45 02 09.     (N)    092 34 57.     (W)     SCALED    
 QO1356* NAVD 88     -       295.021  (meters)     967.91   (feet)  ADJUSTED  
 QO1356  ___________________________________________________________________
 QO1356  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 QO1356  DYNAMIC HT  -         294.988 (meters)     967.81  (feet)  COMP
 QO1356  MODELED GRAV-     980,496.9   (mgal)                       NAVD 88
 QO1356
 QO1356  VERT ORDER  -  FIRST     CLASS II
 QO1356
 QO1356.The horizontal coordinates were scaled from a topographic map and have
 QO1356.an estimated accuracy of +/- 6 seconds.
 QO1356
 QO1356.The orthometric height was determined by differential leveling
 QO1356.and adjusted by the National Geodetic Survey in June 1991..
 QO1356
 QO1356.The geoid height was determined by GEOID03.
 QO1356
 QO1356.The dynamic height is computed by dividing the NAVD 88
 QO1356.geopotential number by the normal gravity value computed on the
 QO1356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1356.degrees latitude (g = 980.6199 gals.).
 QO1356
 QO1356.The modeled gravity was interpolated from observed gravity values.
 QO1356
 QO1356;                    North         East    Units  Estimated Accuracy
 QO1356;SPC WI C     -   136,860.      396,550.      MT  (+/- 180 meters Scaled)
 QO1356
 QO1356                          SUPERSEDED SURVEY CONTROL
 QO1356
 QO1356.No superseded survey control is available for this station.
 QO1356
 QO1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK328870(NAD 83)
 QO1356_MARKER: I = METAL ROD
 QO1356_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QO1356_SP_SET: STAINLESS STEEL ROD
 QO1356_STAMPING: G 154 1980
 QO1356_PROJECTION: FLUSH
 QO1356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1356+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2003
 QO1356_ROD/PIPE-DEPTH: 10.3 meters
 QO1356
 QO1356  HISTORY     - Date     Condition        Report By
 QO1356  HISTORY     - 1980     MONUMENTED       NGS
 QO1356  HISTORY     - 20031116 GOOD             USPSQD
 QO1356
 QO1356                          STATION DESCRIPTION
 QO1356
 QO1356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QO1356'13.6 KM SW FROM NEW RICHMOND.
 QO1356'9.9 KM (6.15 MI) SOUTH ALONG STATE HIGHWAY 65 FROM THE SOUTH END OF
 QO1356'THE HIGHWAY BRIDGE OVER THE WILLOW RIVER IN NEW RICHMOND, THENCE
 QO1356'3.7 KM (2.3 MI) WEST ALONG COUNTY ROAD E, AT THE SOUTHEAST CORNER OF A
 QO1356'U.S. DEPARTMENT OF THE INTERIOR WATER FOWL PROTECTION AREA, 16.4 M
 QO1356'(54.0 FT) NORTH OF THE CENTERLINE OF THE ROAD, 0.3 M (1.0 FT) EAST OF
 QO1356'A FENCE, 0.6 M (2.0 FT) NORTH OF A CORNER FENCE POST, 9.4 M (31.0 FT)
 QO1356'WEST OF A DEPARTMENT OF THE INTERIOR SIGN.
 QO1356'THE MARK IS 0.90 METERS  N FROM A WITNESS POST.
 QO1356'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
 QO1356
 QO1356                          STATION RECOVERY (2003)
 QO1356
 QO1356'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 QO1356'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 102 FEET
 QO1356'NORTHWEST AND ACROSS COUNTY ROAD E FROM HIGH VOLTAGE POWERLINE POLE
 QO1356'NUMBER --1058--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0451 ***********************************************************************
 RM0451  DESIGNATION -  G 155
 RM0451  PID         -  RM0451
 RM0451  STATE/COUNTY-  WI/DOUGLAS
 RM0451  USGS QUAD   -  SOUTH RANGE (1975)
 RM0451
 RM0451                         *CURRENT SURVEY CONTROL
 RM0451  ___________________________________________________________________
 RM0451* NAD 83(1986)-  46 36 32.     (N)    091 59 01.     (W)     SCALED    
 RM0451* NAVD 88     -       232.420  (meters)     762.53   (feet)  ADJUSTED  
 RM0451  ___________________________________________________________________
 RM0451  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 RM0451  DYNAMIC HT  -         232.444 (meters)     762.61  (feet)  COMP
 RM0451  MODELED GRAV-     980,711.9   (mgal)                       NAVD 88
 RM0451
 RM0451  VERT ORDER  -  FIRST     CLASS II
 RM0451
 RM0451.The horizontal coordinates were scaled from a topographic map and have
 RM0451.an estimated accuracy of +/- 6 seconds.
 RM0451
 RM0451.The orthometric height was determined by differential leveling
 RM0451.and adjusted by the National Geodetic Survey in June 1991..
 RM0451
 RM0451.The geoid height was determined by GEOID03.
 RM0451
 RM0451.The dynamic height is computed by dividing the NAVD 88
 RM0451.geopotential number by the normal gravity value computed on the
 RM0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0451.degrees latitude (g = 980.6199 gals.).
 RM0451
 RM0451.The modeled gravity was interpolated from observed gravity values.
 RM0451
 RM0451;                    North         East    Units  Estimated Accuracy
 RM0451;SPC WI N     -   162,200.      448,060.      MT  (+/- 180 meters Scaled)
 RM0451
 RM0451                          SUPERSEDED SURVEY CONTROL
 RM0451
 RM0451.No superseded survey control is available for this station.
 RM0451
 RM0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM778622(NAD 83)
 RM0451_MARKER: I = METAL ROD
 RM0451_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RM0451_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RM0451_STAMPING: G 155 1979
 RM0451_PROJECTION: FLUSH
 RM0451_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RM0451+STABILITY: POSITION/ELEVATION WELL
 RM0451_ROD/PIPE-DEPTH: 9.75 meters
 RM0451_SLEEVE-DEPTH  : 7.92 meters
 RM0451
 RM0451  HISTORY     - Date     Condition        Report By
 RM0451  HISTORY     - 1979     MONUMENTED       NGS
 RM0451  HISTORY     - 20041214 MARK NOT FOUND   WIDT
 RM0451
 RM0451                          STATION DESCRIPTION
 RM0451
 RM0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RM0451'IN SOUTH RANGE.
 RM0451'IN SOUTH RANGE, 0.3 MILE NORTH ALONG COUNTY ROAD K FROM THE JUNCTION
 RM0451'OF COUNTY ROAD C, 60.5 FT. EAST OF THE CENTERLINE OF THE ROAD,
 RM0451'82.0 FT. NORTH OF THE CENTERLINE OF WICKSTORM STREET, 24.5 FT.
 RM0451'SOUTHWEST OF THE NORTHWEST CORNER OF THE SOUTH RANGE POST OFFICE,
 RM0451'16.0 FT. NORTHWEST OF THE SOUTHWEST CORNER OF THE POST OFFICE, 6.0 FT.
 RM0451'WEST OF A FLAGPOLE.  DATUM POINT IS 4 INCHES BELOW GROUND, ACCESS TO
 RM0451'WHICH IS HAD THROUGH A 5-INCH LOGO CAP.
 RM0451'THE MARK IS ABOVE LEVEL WITH THE LAWN.
 RM0451
 RM0451                          STATION RECOVERY (2004)
 RM0451
 RM0451'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 RM0451'THIS STATION WAS NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0177 ***********************************************************************
 RM0177  DESIGNATION -  G 17
 RM0177  PID         -  RM0177
 RM0177  STATE/COUNTY-  WI/ASHLAND
 RM0177  USGS QUAD   -  MARENGO (1984)
 RM0177
 RM0177                         *CURRENT SURVEY CONTROL
 RM0177  ___________________________________________________________________
 RM0177* NAD 83(1986)-  46 25 24.     (N)    090 48 52.     (W)     SCALED    
 RM0177* NAVD 88     -       236.724  (meters)     776.65   (feet)  ADJUSTED  
 RM0177  ___________________________________________________________________
 RM0177  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 RM0177  DYNAMIC HT  -         236.730 (meters)     776.67  (feet)  COMP
 RM0177  MODELED GRAV-     980,634.2   (mgal)                       NAVD 88
 RM0177
 RM0177  VERT ORDER  -  SECOND    CLASS 0
 RM0177
 RM0177.The horizontal coordinates were scaled from a topographic map and have
 RM0177.an estimated accuracy of +/- 6 seconds.
 RM0177
 RM0177.The orthometric height was determined by differential leveling
 RM0177.and adjusted by the National Geodetic Survey in June 1991..
 RM0177
 RM0177.The geoid height was determined by GEOID03.
 RM0177
 RM0177.The dynamic height is computed by dividing the NAVD 88
 RM0177.geopotential number by the normal gravity value computed on the
 RM0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0177.degrees latitude (g = 980.6199 gals.).
 RM0177
 RM0177.The modeled gravity was interpolated from observed gravity values.
 RM0177
 RM0177;                    North         East    Units  Estimated Accuracy
 RM0177;SPC WI N     -   139,990.      537,400.      MT  (+/- 180 meters Scaled)
 RM0177
 RM0177                          SUPERSEDED SURVEY CONTROL
 RM0177
 RM0177  NGVD 29 (??/??/92)  236.738  (m)          776.70   (f) ADJ UNCH    2 0
 RM0177
 RM0177.Superseded values are not recommended for survey control.
 RM0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0177.See file dsdata.txt to determine how the superseded data were derived.
 RM0177
 RM0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM679434(NAD 83)
 RM0177_MARKER: DB = BENCH MARK DISK
 RM0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0177_STAMPING: G 17 1934
 RM0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0177+STABILITY: SURFACE MOTION
 RM0177
 RM0177  HISTORY     - Date     Condition        Report By
 RM0177  HISTORY     - 1934     MONUMENTED       CGS
 RM0177  HISTORY     - 1966     MARK NOT FOUND   USGS
 RM0177  HISTORY     - 20041207 MARK NOT FOUND   WIDT
 RM0177
 RM0177                          STATION DESCRIPTION
 RM0177
 RM0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RM0177'AT MARENGO.
 RM0177'AT MARENGO, ASHLAND COUNTY, 5 RAILS SOUTH OF THE MINNEAPOLIS,
 RM0177'ST. PAUL AND SAULT STE. MARIE RAILWAY STATION, AND 40 FEET
 RM0177'EAST OF THE TRACK.  A STANDARD DISK, STAMPED C 17 1934 AND SET
 RM0177'IN THE TOP OF A CONCRETE POST.
 RM0177
 RM0177                          STATION RECOVERY (1966)
 RM0177
 RM0177'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 RM0177'MARK NOT FOUND.
 RM0177
 RM0177                          STATION RECOVERY (2004)
 RM0177
 RM0177'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 RM0177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0309 ***********************************************************************
 QL0309  DESIGNATION -  G 18
 QL0309  PID         -  QL0309
 QL0309  STATE/COUNTY-  WI/MARINETTE
 QL0309  USGS QUAD   -  WAUSAUKEE SOUTH (1982)
 QL0309
 QL0309                         *CURRENT SURVEY CONTROL
 QL0309  ___________________________________________________________________
 QL0309* NAD 83(1986)-  45 17 26.     (N)    087 59 35.     (W)     SCALED    
 QL0309* NAVD 88     -       216.460  (meters)     710.17   (feet)  ADJUSTED  
 QL0309  ___________________________________________________________________
 QL0309  GEOID HEIGHT-         -36.06  (meters)                     GEOID03
 QL0309  DYNAMIC HT  -         216.445 (meters)     710.12  (feet)  COMP
 QL0309  MODELED GRAV-     980,545.2   (mgal)                       NAVD 88
 QL0309
 QL0309  VERT ORDER  -  SECOND    CLASS 0
 QL0309
 QL0309.The horizontal coordinates were scaled from a topographic map and have
 QL0309.an estimated accuracy of +/- 6 seconds.
 QL0309
 QL0309.The orthometric height was determined by differential leveling
 QL0309.and adjusted by the National Geodetic Survey in June 1991..
 QL0309
 QL0309.The geoid height was determined by GEOID03.
 QL0309
 QL0309.The dynamic height is computed by dividing the NAVD 88
 QL0309.geopotential number by the normal gravity value computed on the
 QL0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0309.degrees latitude (g = 980.6199 gals.).
 QL0309
 QL0309.The modeled gravity was interpolated from observed gravity values.
 QL0309
 QL0309;                    North         East    Units  Estimated Accuracy
 QL0309;SPC WI C     -   163,870.      757,420.      MT  (+/- 180 meters Scaled)
 QL0309
 QL0309                          SUPERSEDED SURVEY CONTROL
 QL0309
 QL0309  NGVD 29 (??/??/92)  216.485  (m)          710.25   (f) ADJ UNCH    2 0
 QL0309
 QL0309.Superseded values are not recommended for survey control.
 QL0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0309.See file dsdata.txt to determine how the superseded data were derived.
 QL0309
 QL0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR221157(NAD 83)
 QL0309_MARKER: DB = BENCH MARK DISK
 QL0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0309_STAMPING: G 18 1934
 QL0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0309+STABILITY: SURFACE MOTION
 QL0309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0309+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2005
 QL0309
 QL0309  HISTORY     - Date     Condition        Report By
 QL0309  HISTORY     - 1934     MONUMENTED       CGS
 QL0309  HISTORY     - 1942     GOOD             NGS
 QL0309  HISTORY     - 1972     GOOD             ALSTER
 QL0309  HISTORY     - 20011008 GOOD             USPSQD
 QL0309  HISTORY     - 20020614 GOOD             JCLS
 QL0309  HISTORY     - 20040424 GOOD             JCLS
 QL0309  HISTORY     - 20040426 GOOD             JCLS
 QL0309  HISTORY     - 20051128 GOOD             WIDT
 QL0309
 QL0309                          STATION DESCRIPTION
 QL0309
 QL0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 QL0309'AT MIDDLE INLET.
 QL0309'AT MIDDLE INLET, MARINETTE COUNTY, ON THE CHICAGO, MILWAUKEE, ST.
 QL0309'PAUL AND PACIFIC RAILROAD, 160 YARDS SOUTH OF THE STATION, 50
 QL0309'YARDS NORTH OF THE SOUTH SWITCH OF A SIDING, ACROSS THE TRACKS
 QL0309'AND EAST OF THE DERAIL, 15 YARDS EAST OF THE CENTERLINE OF THE
 QL0309'MAIN TRACK, AND IN LINE WITH A FENCE.  A STANDARD DISK, STAMPED
 QL0309'G 18 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QL0309
 QL0309                          STATION RECOVERY (1972)
 QL0309
 QL0309'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1972
 QL0309'RECOVERED IN GOOD CONDITION.
 QL0309
 QL0309                          STATION RECOVERY (2001)
 QL0309
 QL0309'RECOVERY NOTE BY US POWER SQUADRON 2001
 QL0309'RECOVERED IN GOOD CONDITION.
 QL0309
 QL0309                          STATION RECOVERY (2002)
 QL0309
 QL0309'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 QL0309'RECOVERED IN GOOD CONDITION.
 QL0309
 QL0309                          STATION RECOVERY (2004)
 QL0309
 QL0309'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 QL0309'RECOVERED IN GOOD CONDITION.
 QL0309
 QL0309                          STATION RECOVERY (2004)
 QL0309
 QL0309'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 QL0309'RECOVERED IN GOOD CONDITION.
 QL0309
 QL0309                          STATION RECOVERY (2005)
 QL0309
 QL0309'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QL0309'RECOVERED IN GOOD CONDITION.   ADD THE STATION IS 0.05 MI SOUTH OF THE
 QL0309'CENTERLINE OF DROPP ROAD, 39.6 M EAST OF THE CENTERLINE OF CEMETERY
 QL0309'ROAD, 3.0 M SOUTHEAST OF A TELEGRAPH POLE, 0.3 M WEST OF STEEL WITNESS
 QL0309'POST, AND PROTRUDES 6 CM ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0196 ***********************************************************************
 PM0196  DESIGNATION -  G 19
 PM0196  PID         -  PM0196
 PM0196  STATE/COUNTY-  WI/OCONTO
 PM0196  USGS QUAD   -  OCONTO WEST (1974)
 PM0196
 PM0196                         *CURRENT SURVEY CONTROL
 PM0196  ___________________________________________________________________
 PM0196* NAD 83(1986)-  44 52 55.     (N)    087 58 33.     (W)     SCALED    
 PM0196* NAVD 88     -       199.677  (meters)     655.11   (feet)  ADJUSTED  
 PM0196  ___________________________________________________________________
 PM0196  GEOID HEIGHT-         -36.41  (meters)                     GEOID03
 PM0196  DYNAMIC HT  -         199.658 (meters)     655.04  (feet)  COMP
 PM0196  MODELED GRAV-     980,515.6   (mgal)                       NAVD 88
 PM0196
 PM0196  VERT ORDER  -  SECOND    CLASS 0
 PM0196
 PM0196.The horizontal coordinates were scaled from a topographic map and have
 PM0196.an estimated accuracy of +/- 6 seconds.
 PM0196
 PM0196.The orthometric height was determined by differential leveling
 PM0196.and adjusted by the National Geodetic Survey in June 1991..
 PM0196
 PM0196.The geoid height was determined by GEOID03.
 PM0196
 PM0196.The dynamic height is computed by dividing the NAVD 88
 PM0196.geopotential number by the normal gravity value computed on the
 PM0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0196.degrees latitude (g = 980.6199 gals.).
 PM0196
 PM0196.The modeled gravity was interpolated from observed gravity values.
 PM0196
 PM0196;                    North         East    Units  Estimated Accuracy
 PM0196;SPC WI C     -   118,510.      759,900.      MT  (+/- 180 meters Scaled)
 PM0196
 PM0196                          SUPERSEDED SURVEY CONTROL
 PM0196
 PM0196  NGVD 29 (??/??/92)  199.713  (m)          655.23   (f) ADJ UNCH    2 0
 PM0196
 PM0196.Superseded values are not recommended for survey control.
 PM0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0196.See file dsdata.txt to determine how the superseded data were derived.
 PM0196
 PM0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ229702(NAD 83)
 PM0196_MARKER: DB = BENCH MARK DISK
 PM0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PM0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0196+STABILITY: SURFACE MOTION
 PM0196
 PM0196  HISTORY     - Date     Condition        Report By
 PM0196  HISTORY     - UNK      MONUMENTED       CGS
 PM0196  HISTORY     - 1934     GOOD             NGS
 PM0196  HISTORY     - 20051207 MARK NOT FOUND   WIDT
 PM0196
 PM0196                          STATION DESCRIPTION
 PM0196
 PM0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PM0196'3.5 MI E FROM STILES JCT.
 PM0196'3.5 MILES E. OF STILES JCT. STATION.  ALONG CHICAGO AND
 PM0196'NORTH-WESTERN RY., 0.4 MILE W. OF RAGENS CROSSING (COUNTY
 PM0196'HIGHWAY J).  MARK IS AT FENCE, 16 YDS. S. OF CENTERLINE OF
 PM0196'TRACK AND 6 YDS. W. OF CENTERLINE OF FARM CROSSING.
 PM0196
 PM0196                          STATION RECOVERY (2005)
 PM0196
 PM0196'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0196'MARK NOT FOUND.  ADD-THE AREA OF THE MONUMENT WAS BEING USED AS A DUMP
 PM0196'SITE FOR DEBRIS. THE MONUMENT MAY BE COVERED WITH SOIL OR CONCRETE
 PM0196'SLABS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0146 ***********************************************************************
 QM0146  DESIGNATION -  G 2
 QM0146  PID         -  QM0146
 QM0146  STATE/COUNTY-  WI/FOREST
 QM0146  USGS QUAD   -  LAONA (1972)
 QM0146
 QM0146                         *CURRENT SURVEY CONTROL
 QM0146  ___________________________________________________________________
 QM0146* NAD 83(1986)-  45 33 52.     (N)    088 40 28.     (W)     SCALED    
 QM0146* NAVD 88     -       481.368  (meters)    1579.29   (feet)  ADJUSTED  
 QM0146  ___________________________________________________________________
 QM0146  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 QM0146  DYNAMIC HT  -         481.331 (meters)    1579.17  (feet)  COMP
 QM0146  MODELED GRAV-     980,524.1   (mgal)                       NAVD 88
 QM0146
 QM0146  VERT ORDER  -  FIRST     CLASS II
 QM0146
 QM0146.The horizontal coordinates were scaled from a topographic map and have
 QM0146.an estimated accuracy of +/- 6 seconds.
 QM0146
 QM0146.The orthometric height was determined by differential leveling
 QM0146.and adjusted by the National Geodetic Survey in June 1991..
 QM0146.WARNING-Repeat measurements at this control monument indicate possible
 QM0146.vertical movement.
 QM0146
 QM0146.The geoid height was determined by GEOID03.
 QM0146
 QM0146.The dynamic height is computed by dividing the NAVD 88
 QM0146.geopotential number by the normal gravity value computed on the
 QM0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0146.degrees latitude (g = 980.6199 gals.).
 QM0146
 QM0146.The modeled gravity was interpolated from observed gravity values.
 QM0146
 QM0146;                    North         East    Units  Estimated Accuracy
 QM0146;SPC WI N     -    45,070.      703,480.      MT  (+/- 180 meters Scaled)
 QM0146
 QM0146                          SUPERSEDED SURVEY CONTROL
 QM0146
 QM0146  NGVD 29 (??/??/92)  481.358  (m)         1579.26   (f) ADJ UNCH    1 2
 QM0146
 QM0146.Superseded values are not recommended for survey control.
 QM0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0146.See file dsdata.txt to determine how the superseded data were derived.
 QM0146
 QM0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR693470(NAD 83)
 QM0146_MARKER: DB = BENCH MARK DISK
 QM0146_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QM0146_SP_SET: BUILDING
 QM0146_STAMPING: G 2 1922 ELEV. 1579.255 FT.
 QM0146_MARK LOGO: CGS   
 QM0146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0146
 QM0146  HISTORY     - Date     Condition        Report By
 QM0146  HISTORY     - 1922     MONUMENTED       CGS
 QM0146  HISTORY     - 1934     GOOD             NGS
 QM0146  HISTORY     - 1985     GOOD             NGS
 QM0146  HISTORY     - 20021210 MARK NOT FOUND   USPSQD
 QM0146  HISTORY     - 20040325 MARK NOT FOUND   USPSQD
 QM0146  HISTORY     - 20051116 MARK NOT FOUND   WIDT
 QM0146
 QM0146                          STATION DESCRIPTION
 QM0146
 QM0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QM0146'AT LAONA.
 QM0146'AT LAONA, FOREST COUNTY, ON MILL STREET, ONE BLOCK WEST OF THE
 QM0146'CHICAGO AND NORTH WESTERN RAILWAY, AT THE NORTHWEST CORNER OF THE
 QM0146'LAONA HIGH SCHOOL, IN THE BRICK WALL, 1 FOOT FROM THE EAST SIDE
 QM0146'OF THE WEST WING OF THE BUILDING AND 14 INCHES ABOVE GROUND.  A
 QM0146'STANDARD DISK, STAMPED ELEV. 1579.255 FT. G 2 1922 AND SET
 QM0146'VERTICALLY.
 QM0146
 QM0146                          STATION RECOVERY (1985)
 QM0146
 QM0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0146'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN LAONA, AT
 QM0146'4901 MILLS STREET, SET VERTICALLY IN THE NORTH FACE OF THE NORTHWEST
 QM0146'CORNER OF THE LAONA-FREE HIGH SCHOOL BUILDING.
 QM0146'THE MARK IS 0.4 M ABOVE THE GROUND.
 QM0146
 QM0146                          STATION RECOVERY (2002)
 QM0146
 QM0146'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 QM0146'NOT FOUND.  THE HIGH SCHOOL BUILDING BURNED DOWN
 QM0146'IN DECEMBER 1985.
 QM0146
 QM0146                          STATION RECOVERY (2004)
 QM0146
 QM0146'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0146'MARK NOT FOUND.
 QM0146
 QM0146                          STATION RECOVERY (2005)
 QM0146
 QM0146'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0146'MARK NOT FOUND.  THE AREA OF THE OLD SCHOOL BUILDING WAS LEVELED AFTER
 QM0146'THE SCHOOL BURNT DOWN. NO EVIDENCE OF THIS BUILDING OR THE STATION
 QM0146'REMAINS AND SHOULD BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0180 ***********************************************************************
 PM0180  DESIGNATION -  G 20
 PM0180  PID         -  PM0180
 PM0180  STATE/COUNTY-  WI/KEWAUNEE
 PM0180  USGS QUAD   -  CASCO (1978)
 PM0180
 PM0180                         *CURRENT SURVEY CONTROL
 PM0180  ___________________________________________________________________
 PM0180* NAD 83(1986)-  44 34 53.     (N)    087 33 58.     (W)     SCALED    
 PM0180* NAVD 88     -       222.062  (meters)     728.55   (feet)  ADJUSTED  
 PM0180  ___________________________________________________________________
 PM0180  GEOID HEIGHT-         -36.31  (meters)                     GEOID03
 PM0180  DYNAMIC HT  -         222.036 (meters)     728.46  (feet)  COMP
 PM0180  MODELED GRAV-     980,492.6   (mgal)                       NAVD 88
 PM0180
 PM0180  VERT ORDER  -  FIRST     CLASS II
 PM0180
 PM0180.The horizontal coordinates were scaled from a topographic map and have
 PM0180.an estimated accuracy of +/- 6 seconds.
 PM0180
 PM0180.The orthometric height was determined by differential leveling
 PM0180.and adjusted by the National Geodetic Survey in June 1991..
 PM0180
 PM0180.The geoid height was determined by GEOID03.
 PM0180
 PM0180.The dynamic height is computed by dividing the NAVD 88
 PM0180.geopotential number by the normal gravity value computed on the
 PM0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0180.degrees latitude (g = 980.6199 gals.).
 PM0180
 PM0180.The modeled gravity was interpolated from observed gravity values.
 PM0180
 PM0180;                    North         East    Units  Estimated Accuracy
 PM0180;SPC WI C     -    86,020.      793,260.      MT  (+/- 180 meters Scaled)
 PM0180
 PM0180                          SUPERSEDED SURVEY CONTROL
 PM0180
 PM0180  NGVD 29 (??/??/92)  222.092  (m)          728.65   (f) ADJ UNCH    1 2
 PM0180
 PM0180.Superseded values are not recommended for survey control.
 PM0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0180.See file dsdata.txt to determine how the superseded data were derived.
 PM0180
 PM0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ550366(NAD 83)
 PM0180_MARKER: DB = BENCH MARK DISK
 PM0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PM0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0180+STABILITY: SURFACE MOTION
 PM0180
 PM0180  HISTORY     - Date     Condition        Report By
 PM0180  HISTORY     - UNK      MONUMENTED       CGS
 PM0180  HISTORY     - 1934     GOOD             NGS
 PM0180  HISTORY     - 1987     GOOD             USPSQD
 PM0180  HISTORY     - 20030525 MARK NOT FOUND   USPSQD
 PM0180  HISTORY     - 20050720 MARK NOT FOUND   WIDT
 PM0180
 PM0180                          STATION DESCRIPTION
 PM0180
 PM0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PM0180'1 MI S FROM RIO CREEK.
 PM0180'1 MILE SOUTH 0.3 MILE SOUTH OF MILEPOST 29.  40 FT. WEST OF
 PM0180'CENTERLINE OF G.B. AND W.R.R. TRACK.  20 FT. NORTH OF FIELD
 PM0180'ROAD INTO ORCHARD.  1 FT. EAST OF FENCE.  200 FT WEST OF
 PM0180'FRAME HOUSE.
 PM0180
 PM0180                          STATION RECOVERY (1987)
 PM0180
 PM0180'RECOVERY NOTE BY US POWER SQUADRON 1987 (AB)
 PM0180'RECOVERED IN GOOD CONDITION.
 PM0180
 PM0180                          STATION RECOVERY (2003)
 PM0180
 PM0180'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0180'NOT FOUND.  NOTE-- FROM JUNCTION OF CTH P NORTH AND CTH K IN RIO
 PM0180'CREEK, GO WEST ON CTH K FOR 0.8 MILE TO TRAIN ROAD.  TURN LEFT (SOUTH)
 PM0180'ON TRAIN ROAD, CROSS THE SNOWMOBILE TRAIL, AND CONTINUE SOUTH AND WEST
 PM0180'TO A SECOND SNOWMOBILE CROSSING AT RESIDENCE E4009.
 PM0180
 PM0180                          STATION RECOVERY (2005)
 PM0180
 PM0180'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0180'NOT FOUND.  ADD--THE DIMENSIONS FROM THE ORIGINAL DESCRIPTION LEAD TO
 PM0180'A CULTIVATED FARM FIELD, THE FENCE DESCRIBED IN THE ORIGINAL
 PM0180'DESCRIPTION NO LONGER EXISTS, AND THE ROAD TO THE ORCHARD APPEARS TO
 PM0180'BE AN ENTRANCE TO A RURAL AVIATION LANDING STRIP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0491 ***********************************************************************
 RM0491  DESIGNATION -  G 208
 RM0491  PID         -  RM0491
 RM0491  STATE/COUNTY-  WI/DOUGLAS
 RM0491  USGS QUAD   -  SOUTH RANGE (1975)
 RM0491
 RM0491                         *CURRENT SURVEY CONTROL
 RM0491  ___________________________________________________________________
 RM0491* NAD 83(1986)-  46 36 50.     (N)    091 56 01.     (W)     SCALED    
 RM0491* NAVD 88     -       237.590  (meters)     779.49   (feet)  ADJUSTED  
 RM0491  ___________________________________________________________________
 RM0491  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 RM0491  DYNAMIC HT  -         237.615 (meters)     779.58  (feet)  COMP
 RM0491  MODELED GRAV-     980,711.0   (mgal)                       NAVD 88
 RM0491
 RM0491  VERT ORDER  -  FIRST     CLASS II
 RM0491
 RM0491.The horizontal coordinates were scaled from a topographic map and have
 RM0491.an estimated accuracy of +/- 6 seconds.
 RM0491
 RM0491.The orthometric height was determined by differential leveling
 RM0491.and adjusted by the National Geodetic Survey in June 1991..
 RM0491
 RM0491.The geoid height was determined by GEOID03.
 RM0491
 RM0491.The dynamic height is computed by dividing the NAVD 88
 RM0491.geopotential number by the normal gravity value computed on the
 RM0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0491.degrees latitude (g = 980.6199 gals.).
 RM0491
 RM0491.The modeled gravity was interpolated from observed gravity values.
 RM0491
 RM0491;                    North         East    Units  Estimated Accuracy
 RM0491;SPC WI N     -   162,660.      451,900.      MT  (+/- 180 meters Scaled)
 RM0491
 RM0491                          SUPERSEDED SURVEY CONTROL
 RM0491
 RM0491.No superseded survey control is available for this station.
 RM0491
 RM0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM816628(NAD 83)
 RM0491_MARKER: I = METAL ROD
 RM0491_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RM0491_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RM0491_STAMPING: G 208 1982
 RM0491_MARK LOGO: NGS   
 RM0491_PROJECTION: FLUSH
 RM0491_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RM0491+STABILITY: POSITION/ELEVATION WELL
 RM0491_ROD/PIPE-DEPTH: 15.8 meters
 RM0491_SLEEVE-DEPTH  : 6.0 meters
 RM0491
 RM0491  HISTORY     - Date     Condition        Report By
 RM0491  HISTORY     - 1982     MONUMENTED       NGS
 RM0491  HISTORY     - 20031030 MARK NOT FOUND   USPSQD
 RM0491
 RM0491                          STATION DESCRIPTION
 RM0491
 RM0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0491'11.1 KM (6.9 MI) WEST FROM POPLAR.
 RM0491'11.1 KM (6.9 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE IN
 RM0491'POPLAR, ALSO 2.3 KM (1.4 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE
 RM0491'OVERPASS AT THE JUNCTION OF U.S. HIGHWAY 53 SOUTH, SET IN THE LAWN AT
 RM0491'THE WEST-SOUTHWEST CORNER OF THE HIGHWAY PATROL WEIGHT STATION NUMBER
 RM0491'81, 22.2 METERS (73.0 FT) NORTH-NORTHEAST OF THE CENTERLINE OF U.S.
 RM0491'HIGHWAY 2 EASTBOUND, 11.8 METERS (39.0 FT) SOUTH-SOUTHEAST OF A LIGHT
 RM0491'POLE, 13.1 METERS (43.0 FT) SOUTHWEST OF THE WEST-SOUTHWEST CORNER OF
 RM0491'THE WEIGHT SCALES, 6.8 METERS (22.5 FT) WEST-SOUTHWEST OF THE
 RM0491'SOUTHWEST CORNER OF THE OFFICE BUILDING, 8.5 METERS (28.0 FT)
 RM0491'NORTH-NORTHWEST OF THE CENTER OF A METAL MAN HOLE COVER, 2.7 METERS
 RM0491'(9.0 FT) WEST-NORTHWEST OF A ELECTRIC POWER JUNCTION BOX.
 RM0491'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 RM0491
 RM0491                          STATION RECOVERY (2003)
 RM0491
 RM0491'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0491'NOT FOUND.  THE STATION MAY BE UNDER AN ASPHALT PARKING AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0503 ***********************************************************************
 RM0503  DESIGNATION -  G 209
 RM0503  PID         -  RM0503
 RM0503  STATE/COUNTY-  WI/DOUGLAS
 RM0503  USGS QUAD   -  POPLAR (1975)
 RM0503
 RM0503                         *CURRENT SURVEY CONTROL
 RM0503  ___________________________________________________________________
 RM0503* NAD 83(1997)-  46 34 59.58763(N)    091 47 03.33853(W)     ADJUSTED  
 RM0503* NAVD 88     -       300.840  (meters)     987.01   (feet)  ADJUSTED  
 RM0503  ___________________________________________________________________
 RM0503  X           -    -136,739.105 (meters)                     COMP
 RM0503  Y           -  -4,389,515.982 (meters)                     COMP
 RM0503  Z           -   4,610,241.523 (meters)                     COMP
 RM0503  LAPLACE CORR-          -6.39  (seconds)                    DEFLEC99
 RM0503  ELLIP HEIGHT-         272.86  (meters)          (04/28/99) GPS OBS
 RM0503  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 RM0503  DYNAMIC HT  -         300.875 (meters)     987.12  (feet)  COMP
 RM0503  MODELED GRAV-     980,718.9   (mgal)                       NAVD 88
 RM0503
 RM0503  HORZ ORDER  -  FIRST
 RM0503  VERT ORDER  -  FIRST     CLASS II
 RM0503  ELLP ORDER  -  THIRD     CLASS I
 RM0503
 RM0503.The horizontal coordinates were established by GPS observations
 RM0503.and adjusted by the National Geodetic Survey in April 1999..
 RM0503.No horizontal observational check was made to the station.
 RM0503
 RM0503.The orthometric height was determined by differential leveling
 RM0503.and adjusted by the National Geodetic Survey in June 1991..
 RM0503
 RM0503.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RM0503
 RM0503.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0503
 RM0503.The ellipsoidal height was determined by GPS observations
 RM0503.and is referenced to NAD 83.
 RM0503
 RM0503.The geoid height was determined by GEOID03.
 RM0503
 RM0503.The dynamic height is computed by dividing the NAVD 88
 RM0503.geopotential number by the normal gravity value computed on the
 RM0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0503.degrees latitude (g = 980.6199 gals.).
 RM0503
 RM0503.The modeled gravity was interpolated from observed gravity values.
 RM0503
 RM0503;                    North         East     Units Scale Factor Converg.
 RM0503;SPC WI N     -   158,981.543   463,260.015   MT  0.99997161   -1 17 13.6
 RM0503;SPC WI N     -   521,591.95  1,519,878.90   sFT  0.99997161   -1 17 13.6
 RM0503;UTM  15      - 5,159,568.264   593,143.172   MT  0.99970664   +0 52 59.3
 RM0503
 RM0503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0503!SPC WI N     -   0.99995723  x   0.99997161  =   0.99992884
 RM0503!UTM  15      -   0.99995723  x   0.99970664  =   0.99966388
 RM0503
 RM0503                          SUPERSEDED SURVEY CONTROL
 RM0503
 RM0503  NAD 83(1991)-  46 34 59.58797(N)    091 47 03.33899(W) AD(       ) 1
 RM0503  ELLIP H (08/19/91)  272.86   (m)                       GP(       ) 4 1
 RM0503  NAVD 88 (04/30/98)  300.84   (m)          987.0    (f) LEVELING    3  
 RM0503  NGVD 29 (08/19/91)  300.86   (m)          987.1    (f) LEVELING    3  
 RM0503
 RM0503.Superseded values are not recommended for survey control.
 RM0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0503.See file dsdata.txt to determine how the superseded data were derived.
 RM0503
 RM0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM9314359568(NAD 83)
 RM0503_MARKER: I = METAL ROD
 RM0503_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0503_SP_SET: STAINLESS STEEL ROD
 RM0503_STAMPING: G 209 1982
 RM0503_MARK LOGO: NGS   
 RM0503_PROJECTION: FLUSH
 RM0503_MAGNETIC: I = MARKER IS A STEEL ROD
 RM0503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0503+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2004
 RM0503_ROD/PIPE-DEPTH: 6.0  meters
 RM0503
 RM0503  HISTORY     - Date     Condition        Report By
 RM0503  HISTORY     - 1982     MONUMENTED       NGS
 RM0503  HISTORY     - 19900814 GOOD             NGS
 RM0503  HISTORY     - 19910515 GOOD             USPSQD
 RM0503  HISTORY     - 19970712 GOOD             WOOLPT
 RM0503  HISTORY     - 19971208 GOOD             NGS
 RM0503  HISTORY     - 20031030 GOOD             USPSQD
 RM0503  HISTORY     - 20041127 GOOD             USPSQD
 RM0503
 RM0503                          STATION DESCRIPTION
 RM0503
 RM0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0503'1.3 KM (0.8 MI) EAST FROM POPLAR.
 RM0503'THE MARK IS 0.6 M BELOW HIGHWAY.
 RM0503'1.3 KM (0.8 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE IN
 RM0503'POPLAR, SET AT THE JUNCTION OF COUNTY ROAD P, 21.3 METERS (70.0 FT)
 RM0503'NORTH OF THE CENTERLINE OF THE HIGHWAY, 39.9 METERS (131.0 FT) WEST OF
 RM0503'THE CENTER OF COUNTY ROAD P, 18.2 METERS (60.0 FT) EAST-NORTHEAST OF A
 RM0503'WISCONSIN SURVEY MARKER, 2.5 METERS (8.5 FT) SOUTHWEST OF A TELEPHONE
 RM0503'JUNCTION BOX NUMBER 3 7A, 0.4 METER (1.5 FT) WEST-SOUTHWEST OF A
 RM0503'WOODEN CORNER FENCE POST, O.4 METERS (1.5 FT) WEST OF A METAL RIGHT OF
 RM0503'WAY MARKER, AND 0.3 METER (1.0 FT) SOUTH OF A FENCE.
 RM0503'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 RM0503
 RM0503                          STATION RECOVERY (1990)
 RM0503
 RM0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 RM0503'THE STATION IS LOCATED 1.1 KM (0.7 MI) EAST OF POPLAR, AT THE JUNCTION
 RM0503'OF COUNTY ROAD P LEADING NORTH AND ON HIGHWAY RIGHT-OF-WAY.
 RM0503'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION, P.O. BOX 7916,
 RM0503'MADISON, WI 53707, PHONE 608-267-2462.
 RM0503'TO REACH THE STATION FROM THE JUNCTION OF U.S. 2 AND COUNTY ROAD D
 RM0503'LEADING SOUTH IN POPLAR, GO EAST ON U.S. HIGHWAY 2 FOR 1.1 KM
 RM0503'(0.7 MI) TO THE JUNCTION OF COUNTY ROAD P LEADING NORTH AND THE
 RM0503'STATION ON THE RIGHT IN THE NORTHEAST ANGLE OF THE INTERSECTION.
 RM0503'THE STATION IS LOCATED 40.4 M (132.5 FT) WEST OF THE CENTERLINE OF
 RM0503'COUNTY ROAD P, 21.3 M (69.9 FT) NORTH OF THE CENTERLINE OF THE
 RM0503'HIGHWAY, 1.5 M (4.9 FT) EAST OF THE SOUTHEAST LEG OF A BILLBOARD,
 RM0503'0.61 M (2.00 FT) SOUTWEST OF THE CORNER POST OF A FENCE, 0.61 M
 RM0503'(2.00 FT) WEST OF A METAL POST OF A RIGHT-OF-WAY SIGN AND 0.3 M
 RM0503'(1.0 FT) SOUTH OF A FIBERGLASS WITNESS POST.
 RM0503
 RM0503                          STATION RECOVERY (1991)
 RM0503
 RM0503'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJK)
 RM0503'RECOVERED IN GOOD CONDITION.
 RM0503
 RM0503                          STATION RECOVERY (1997)
 RM0503
 RM0503'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1997 (ARL)
 RM0503'RECOVERED AS DESCRIBED.
 RM0503
 RM0503                          STATION RECOVERY (1997)
 RM0503
 RM0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 RM0503'THE STATION IS LOCATED ABOUT 28 KM (17.40 MI) EAST-SOUTHEAST OF
 RM0503'SUPERIOR, 1.1 KM (0.70 MI) EAST OF POPLAR, IN THE NORTHEAST QUADRANT
 RM0503'OF THE JUNCTION OF U.S.  HIGHWAY 2 AND COUNTY ROAD P, ADJACENT TO A
 RM0503'BILLBOARD FOR THE ROY E.  JOHNSON WINDOW CO., AND IN THE HIGHWAY
 RM0503'RIGHT-OF-WAY.  OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO
 RM0503'REACH FROM THE JUNCTION OF U.S.  HIGHWAY 2 AND COUNTY ROAD D LEADING
 RM0503'SOUTH IN POPLAR, GO EAST ON HIGHWAY 2 FOR 1.1 KM (0.70 MI) TO THE
 RM0503'STATION ON THE LEFT.  THE STATION IS A CENTERPUNCH IN THE TOP CENTER
 RM0503'OF A STAINLESS STEEL ROD ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP
 RM0503'SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 39.6 M (129.9
 RM0503'FT) WEST OF THE CENTER OF COUNTY ROAD P, 21.3 M (69.9 FT) NORTH OF THE
 RM0503'CENTER OF HIGHWAY 2, 10.5 M (34.4 FT) EAST OF THE EAST GATE POST IN A
 RM0503'FENCE, 1.5 M (4.9 FT) SOUTH-SOUTHEAST OF THE SOUTH LEG OF THE
 RM0503'BILLBOARD SIGN, 0.6 M (2.0 FT) SOUTHWEST OF A FENCE CORNER, 0.6 M (2.0
 RM0503'FT) WEST OF A STEEL RIGHT-OF-WAY POST, AND 0.3 M (1.0 FT) SOUTH OF A
 RM0503'FIBERGLASS WITNESS POST.
 RM0503
 RM0503                          STATION RECOVERY (2003)
 RM0503
 RM0503'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0503'RECOVERED IN GOOD CONDITION.  MODIFICATION TO THE 1997 DESCRIPTION--
 RM0503'THE FENCE HAS BEEN MOVED WITH NO GATE AND NO FENCE CORNER IN THE AREA
 RM0503'OF THE STATION.  THE BILLBOARD SIGN IS NO LONGER PRESENT.
 RM0503
 RM0503                          STATION RECOVERY (2004)
 RM0503
 RM0503'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0503'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0529 ***********************************************************************
 RM0529  DESIGNATION -  G 210
 RM0529  PID         -  RM0529
 RM0529  STATE/COUNTY-  WI/BAYFIELD
 RM0529  USGS QUAD   -  IRON LAKE (1984)
 RM0529
 RM0529                         *CURRENT SURVEY CONTROL
 RM0529  ___________________________________________________________________
 RM0529* NAD 83(1986)-  46 33 51.     (N)    091 24 07.     (W)     SCALED    
 RM0529* NAVD 88     -       338.515  (meters)    1110.61   (feet)  ADJUSTED  
 RM0529  ___________________________________________________________________
 RM0529  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 RM0529  DYNAMIC HT  -         338.531 (meters)    1110.66  (feet)  COMP
 RM0529  MODELED GRAV-     980,652.4   (mgal)                       NAVD 88
 RM0529
 RM0529  VERT ORDER  -  FIRST     CLASS II
 RM0529
 RM0529.The horizontal coordinates were scaled from a topographic map and have
 RM0529.an estimated accuracy of +/- 6 seconds.
 RM0529
 RM0529.The orthometric height was determined by differential leveling
 RM0529.and adjusted by the National Geodetic Survey in June 1991..
 RM0529
 RM0529.The geoid height was determined by GEOID03.
 RM0529
 RM0529.The dynamic height is computed by dividing the NAVD 88
 RM0529.geopotential number by the normal gravity value computed on the
 RM0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0529.degrees latitude (g = 980.6199 gals.).
 RM0529
 RM0529.The modeled gravity was interpolated from observed gravity values.
 RM0529
 RM0529;                    North         East    Units  Estimated Accuracy
 RM0529;SPC WI N     -   156,280.      492,520.      MT  (+/- 180 meters Scaled)
 RM0529
 RM0529                          SUPERSEDED SURVEY CONTROL
 RM0529
 RM0529.No superseded survey control is available for this station.
 RM0529
 RM0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM224579(NAD 83)
 RM0529_MARKER: I = METAL ROD
 RM0529_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0529_SP_SET: STAINLESS STEEL ROD
 RM0529_STAMPING: G 210 1982
 RM0529_MARK LOGO: NGS   
 RM0529_PROJECTION: FLUSH
 RM0529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0529_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0529+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2004
 RM0529_ROD/PIPE-DEPTH: 14.6 meters
 RM0529
 RM0529  HISTORY     - Date     Condition        Report By
 RM0529  HISTORY     - 1982     MONUMENTED       NGS
 RM0529  HISTORY     - 20041128 GOOD             USPSQD
 RM0529
 RM0529                          STATION DESCRIPTION
 RM0529
 RM0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0529'1.0 KM (0.6 MI) EAST FROM IRON RIVER.
 RM0529'1.05 KM (0.65 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF MAIN
 RM0529'STREET IN IRON RIVER, SET AT THE IRON RIVER FIRE DEPARTMENT,
 RM0529'29.8 METERS (98.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 RM0529'2.7 METERS (9.0 FT) WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE FIRE
 RM0529'DEPARTMENT, A METAL BUILDING, 0.3 METER (1.0 FT) SOUTH OF A CONCRETE
 RM0529'CURB, 0.3 METER (1.0 FT) EAST OF A CONCRETE CURB.
 RM0529'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 RM0529
 RM0529                          STATION RECOVERY (2004)
 RM0529
 RM0529'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0529'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0458 ***********************************************************************
 RM0458  DESIGNATION -  G 211
 RM0458  PID         -  RM0458
 RM0458  STATE/COUNTY-  WI/IRON
 RM0458  USGS QUAD   -  IRONWOOD (1981)
 RM0458
 RM0458                         *CURRENT SURVEY CONTROL
 RM0458  ___________________________________________________________________
 RM0458* NAD 83(1986)-  46 23 36.     (N)    090 10 31.     (W)     SCALED    
 RM0458* NAVD 88     -       464.863  (meters)    1525.14   (feet)  ADJUSTED  
 RM0458  ___________________________________________________________________
 RM0458  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 RM0458  DYNAMIC HT  -         464.869 (meters)    1525.16  (feet)  COMP
 RM0458  MODELED GRAV-     980,611.0   (mgal)                       NAVD 88
 RM0458
 RM0458  VERT ORDER  -  FIRST     CLASS II
 RM0458
 RM0458.The horizontal coordinates were scaled from a topographic map and have
 RM0458.an estimated accuracy of +/- 6 seconds.
 RM0458
 RM0458.The orthometric height was determined by differential leveling
 RM0458.and adjusted by the National Geodetic Survey in June 1991..
 RM0458
 RM0458.The geoid height was determined by GEOID03.
 RM0458
 RM0458.The dynamic height is computed by dividing the NAVD 88
 RM0458.geopotential number by the normal gravity value computed on the
 RM0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0458.degrees latitude (g = 980.6199 gals.).
 RM0458
 RM0458.The modeled gravity was interpolated from observed gravity values.
 RM0458
 RM0458;                    North         East    Units  Estimated Accuracy
 RM0458;SPC WI N     -   136,350.      586,520.      MT  (+/- 180 meters Scaled)
 RM0458
 RM0458                          SUPERSEDED SURVEY CONTROL
 RM0458
 RM0458.No superseded survey control is available for this station.
 RM0458
 RM0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM171416(NAD 83)
 RM0458_MARKER: DB = BENCH MARK DISK
 RM0458_SETTING: 66 = SET IN ROCK OUTCROP
 RM0458_SP_SET: ROCK OUTCROP
 RM0458_STAMPING: G 211 1982
 RM0458_MARK LOGO: NGS   
 RM0458_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RM0458+STABILITY: POSITION/ELEVATION WELL
 RM0458_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0458+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 RM0458
 RM0458  HISTORY     - Date     Condition        Report By
 RM0458  HISTORY     - 1982     MONUMENTED       NGS
 RM0458  HISTORY     - 1990     GOOD             USPSQD
 RM0458  HISTORY     - 20030502 GOOD             USPSQD
 RM0458  HISTORY     - 20041124 GOOD             USPSQD
 RM0458  HISTORY     - 20050901 GOOD             WIDT
 RM0458
 RM0458                          STATION DESCRIPTION
 RM0458
 RM0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0458'6.7 KM (4.15 MI) SOUTH FROM HURLEY.
 RM0458'6.7 KM (4.15 MI) SOUTH ALONG U.S. HIGHWAY 51 FROM THE JUNCTION OF
 RM0458'STATE HIGHWAY 77 IN HURLEY, TO A HIGH TENSION POWERLINE CROSSING, SET
 RM0458'HORIZONTALLY IN TOP OF BEDROCK, 25.6 METERS (84.0 FT) NORTHEAST OF THE
 RM0458'CENTERLINE OF THE HIGHWAY, 56.7 METERS (186.5 FT) SOUTH OF THE
 RM0458'EASTERNMOST POWERLINE POLE, AND 10.9 METERS (36.0 FT) SOUTHEAST OF THE
 RM0458'APPROACH.
 RM0458'THE MARK IS 3.1 M ABOVE HIGHWAY.
 RM0458
 RM0458                          STATION RECOVERY (1990)
 RM0458
 RM0458'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 RM0458'RECOVERED IN GOOD CONDITION.
 RM0458
 RM0458                          STATION RECOVERY (2003)
 RM0458
 RM0458'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0458'RECOVERED IN GOOD CONDITION.  1982 DESCRIPTION IS ADEQUATE.  TREES
 RM0458'SURROUNDING THE STATION MAY OBSTRUCT SATELLITE OBSERVATIONS.
 RM0458
 RM0458                          STATION RECOVERY (2004)
 RM0458
 RM0458'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0458'RECOVERED IN GOOD CONDITION.
 RM0458
 RM0458                          STATION RECOVERY (2005)
 RM0458
 RM0458'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RM0458'RECOVERED IN GOOD CONDITION.  -ADD-THE STATION IS 2.6 M NORTHEAST OF
 RM0458'AN ORANGE FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL1429 ***********************************************************************
 RL1429  DESIGNATION -  G 212
 RL1429  PID         -  RL1429
 RL1429  STATE/COUNTY-  WI/VILAS
 RL1429  USGS QUAD   -  MANITOWISH LAKE (1981)
 RL1429
 RL1429                         *CURRENT SURVEY CONTROL
 RL1429  ___________________________________________________________________
 RL1429* NAD 83(1986)-  46 06 48.     (N)    089 49 33.     (W)     SCALED    
 RL1429* NAVD 88     -       492.873  (meters)    1617.03   (feet)  ADJUSTED  
 RL1429  ___________________________________________________________________
 RL1429  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 RL1429  DYNAMIC HT  -         492.868 (meters)    1617.02  (feet)  COMP
 RL1429  MODELED GRAV-     980,588.2   (mgal)                       NAVD 88
 RL1429
 RL1429  VERT ORDER  -  FIRST     CLASS II
 RL1429
 RL1429.The horizontal coordinates were scaled from a topographic map and have
 RL1429.an estimated accuracy of +/- 6 seconds.
 RL1429
 RL1429.The orthometric height was determined by differential leveling
 RL1429.and adjusted by the National Geodetic Survey in June 1991..
 RL1429
 RL1429.The geoid height was determined by GEOID03.
 RL1429
 RL1429.The dynamic height is computed by dividing the NAVD 88
 RL1429.geopotential number by the normal gravity value computed on the
 RL1429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1429.degrees latitude (g = 980.6199 gals.).
 RL1429
 RL1429.The modeled gravity was interpolated from observed gravity values.
 RL1429
 RL1429;                    North         East    Units  Estimated Accuracy
 RL1429;SPC WI N     -   105,230.      613,460.      MT  (+/- 180 meters Scaled)
 RL1429
 RL1429                          SUPERSEDED SURVEY CONTROL
 RL1429
 RL1429.No superseded survey control is available for this station.
 RL1429
 RL1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS816105(NAD 83)
 RL1429_MARKER: I = METAL ROD
 RL1429_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RL1429_SP_SET: STAINLESS STEEL ROD
 RL1429_STAMPING: G 212 1982
 RL1429_MARK LOGO: NGS   
 RL1429_PROJECTION: FLUSH
 RL1429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1429_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1429+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2005
 RL1429_ROD/PIPE-DEPTH: 14.6 meters
 RL1429
 RL1429  HISTORY     - Date     Condition        Report By
 RL1429  HISTORY     - 1982     MONUMENTED       NGS
 RL1429  HISTORY     - 20021128 GOOD             USPSQD
 RL1429  HISTORY     - 20040311 GOOD             USPSQD
 RL1429  HISTORY     - 20050920 GOOD             WIDT
 RL1429
 RL1429                          STATION DESCRIPTION
 RL1429
 RL1429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RL1429'28.9 KM (17.9 MI) NORTH FROM WOODRUFF.
 RL1429'28.9 KM (17.95 MI) NORTH ALONG U.S. HIGHWAY 51 FROM THE JUNCTION OF
 RL1429'STATE HIGHWAY 47 IN WOODRUFF, TO A PAVED ROAD (DEER PARK ROAD) LEADING
 RL1429'TO DEER PARK LODGE AND THE MARK, 27.4 METERS (90.0 FT) SOUTHWEST OF
 RL1429'THE CENTERLINE OF THE HIGHWAY, 6.4 METERS (21.4 FT) EAST OF THE CENTER
 RL1429'OF DEER PARK ROAD, 4.5 METERS (15.0 FT) SOUTHWEST OF A TELEPHONE
 RL1429'JUNCTION BOX, AND 3.7 METERS (12.5 FT) SOUTHWEST OF YELLOW PROTECTION
 RL1429'POLE.
 RL1429'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 RL1429'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 RL1429
 RL1429                          STATION RECOVERY (2002)
 RL1429
 RL1429'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 RL1429'RECOVERED IN GOOD CONDITION. STATION IS 18 FEET WEST OF GREEN FIBER
 RL1429'OPTIC BOX NO. FT14, 15 FEET WEST-NORTHWEST OF GREEN BOX NO.
 RL1429'B-18-BB-20, 1.5 FOOT NORTHEAST OF UTILITY POLE NO. 13-7-08, 2 FEET
 RL1429'NORTH OF ORANGE WITNESS POST. TREES TALLER THAN 15 DEGREES ABOVE THE
 RL1429'HORIZON.  NOTE--ACCESS TO POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 RL1429
 RL1429                          STATION RECOVERY (2004)
 RL1429
 RL1429'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RL1429'RECOVERED IN GOOD CONDITION.
 RL1429
 RL1429                          STATION RECOVERY (2005)
 RL1429
 RL1429'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1429'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0556 ***********************************************************************
 RM0556  DESIGNATION -  G 213
 RM0556  PID         -  RM0556
 RM0556  STATE/COUNTY-  WI/BAYFIELD
 RM0556  USGS QUAD   -  ASHLAND WEST (1975)
 RM0556
 RM0556                         *CURRENT SURVEY CONTROL
 RM0556  ___________________________________________________________________
 RM0556* NAD 83(1986)-  46 34 18.     (N)    090 58 26.     (W)     SCALED    
 RM0556* NAVD 88     -       200.101  (meters)     656.50   (feet)  ADJUSTED  
 RM0556  ___________________________________________________________________
 RM0556  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 RM0556  DYNAMIC HT  -         200.106 (meters)     656.51  (feet)  COMP
 RM0556  MODELED GRAV-     980,634.3   (mgal)                       NAVD 88
 RM0556
 RM0556  VERT ORDER  -  FIRST     CLASS II
 RM0556
 RM0556.The horizontal coordinates were scaled from a topographic map and have
 RM0556.an estimated accuracy of +/- 6 seconds.
 RM0556
 RM0556.The orthometric height was determined by differential leveling
 RM0556.and adjusted by the National Geodetic Survey in June 1991..
 RM0556
 RM0556.The geoid height was determined by GEOID03.
 RM0556
 RM0556.The dynamic height is computed by dividing the NAVD 88
 RM0556.geopotential number by the normal gravity value computed on the
 RM0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0556.degrees latitude (g = 980.6199 gals.).
 RM0556
 RM0556.The modeled gravity was interpolated from observed gravity values.
 RM0556
 RM0556;                    North         East    Units  Estimated Accuracy
 RM0556;SPC WI N     -   156,620.      525,340.      MT  (+/- 180 meters Scaled)
 RM0556
 RM0556                          SUPERSEDED SURVEY CONTROL
 RM0556
 RM0556.No superseded survey control is available for this station.
 RM0556
 RM0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM552595(NAD 83)
 RM0556_MARKER: I = METAL ROD
 RM0556_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0556_SP_SET: STAINLESS STEEL ROD
 RM0556_STAMPING: G 213 1982
 RM0556_MARK LOGO: NGS   
 RM0556_PROJECTION: FLUSH
 RM0556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0556_ROD/PIPE-DEPTH: 6.0  meters
 RM0556
 RM0556  HISTORY     - Date     Condition        Report By
 RM0556  HISTORY     - 1982     MONUMENTED       NGS
 RM0556  HISTORY     - 20041208 MARK NOT FOUND   WIDT
 RM0556
 RM0556                          STATION DESCRIPTION
 RM0556
 RM0556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0556'7.9 KM (4.9 MI) WEST FROM ASHLAND.
 RM0556'7.9 KM (4.9 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE COURTHOUSE IN
 RM0556'ASHLAND, SET ON THE GROUNDS OF THE UNIVERSITY OF WISCONSIN, ASHLAND
 RM0556'EXPERIMENT STATION, NEAR A MARTIN HOUSE, 56.6 METERS (186.0 FT) SOUTH
 RM0556'OF THE CENTERLINE OF THE HIGHWAY, 44.1 METERS (145.0 FT) EAST OF THE
 RM0556'BLACKTOP ROAD LEADING SOUTH, 34.4 METERS (113.0 FT) SOUTH-SOUTHEAST OF
 RM0556'A TELEPHONE JUNCTION BOX NUMBER L 2320, 21.9 METERS (72.0 FT) SOUTH OF
 RM0556'THE CENTERLINE OF THE DRIVEWAY LEADING TO THE FARM, 0.92 METERS
 RM0556'(3.5 FT) WEST-NORTHWEST OF THE MARTIN HOUSE POLE.  NOTE, THE ROD WAS
 RM0556'DRIVEN TO REFUSAL.
 RM0556'THE MARK IS ABOVE LEVEL WITH DRIVEWAY.
 RM0556
 RM0556                          STATION RECOVERY (2004)
 RM0556
 RM0556'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 RM0556'THE STATION WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0472 ***********************************************************************
 QM0472  DESIGNATION -  G 214
 QM0472  PID         -  QM0472
 QM0472  STATE/COUNTY-  WI/ONEIDA
 QM0472  USGS QUAD   -  LAKE TOMAHAWK (1982)
 QM0472
 QM0472                         *CURRENT SURVEY CONTROL
 QM0472  ___________________________________________________________________
 QM0472* NAD 83(1986)-  45 48 23.     (N)    089 35 03.     (W)     SCALED    
 QM0472* NAVD 88     -       497.293  (meters)    1631.54   (feet)  ADJUSTED  
 QM0472  ___________________________________________________________________
 QM0472  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 QM0472  DYNAMIC HT  -         497.273 (meters)    1631.47  (feet)  COMP
 QM0472  MODELED GRAV-     980,558.0   (mgal)                       NAVD 88
 QM0472
 QM0472  VERT ORDER  -  FIRST     CLASS II
 QM0472
 QM0472.The horizontal coordinates were scaled from a topographic map and have
 QM0472.an estimated accuracy of +/- 6 seconds.
 QM0472
 QM0472.The orthometric height was determined by differential leveling
 QM0472.and adjusted by the National Geodetic Survey in June 1991..
 QM0472
 QM0472.The geoid height was determined by GEOID03.
 QM0472
 QM0472.The dynamic height is computed by dividing the NAVD 88
 QM0472.geopotential number by the normal gravity value computed on the
 QM0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0472.degrees latitude (g = 980.6199 gals.).
 QM0472
 QM0472.The modeled gravity was interpolated from observed gravity values.
 QM0472
 QM0472;                    North         East    Units  Estimated Accuracy
 QM0472;SPC WI N     -    71,190.      632,320.      MT  (+/- 180 meters Scaled)
 QM0472
 QM0472                          SUPERSEDED SURVEY CONTROL
 QM0472
 QM0472.No superseded survey control is available for this station.
 QM0472
 QM0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR992757(NAD 83)
 QM0472_MARKER: I = METAL ROD
 QM0472_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QM0472_SP_SET: STAINLESS STEEL ROD
 QM0472_STAMPING: G 214 1982
 QM0472_MARK LOGO: NGS   
 QM0472_PROJECTION: FLUSH
 QM0472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0472_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0472+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2005
 QM0472_ROD/PIPE-DEPTH: 9.7  meters
 QM0472
 QM0472  HISTORY     - Date     Condition        Report By
 QM0472  HISTORY     - 1982     MONUMENTED       NGS
 QM0472  HISTORY     - 20021129 GOOD             USPSQD
 QM0472  HISTORY     - 20040311 GOOD             USPSQD
 QM0472  HISTORY     - 20050922 GOOD             WIDT
 QM0472
 QM0472                          STATION DESCRIPTION
 QM0472
 QM0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QM0472'1.1 KM (0.7 MI) SE FROM LAKE TOMAHAWK.
 QM0472'1.1 KM (0.7 MI) SOUTHEAST ALONG STATE HIGHWAY 47 FROM THE JUNCTION OF
 QM0472'COUNTY ROAD D EAST IN LAKE TOMAHAWK, SET AT THE JUNCTION OF RIVER ROAD
 QM0472'NEAR A TELEPHONE JUNCTION BOX NUMBER F 40, 29.5 METERS (96.8 FT)
 QM0472'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 47.5 METERS
 QM0472'(156.0 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE ROAD, 2.3 METERS
 QM0472'(7.9 FT) EAST OF THE EAST EDGE OF A 1 BY 3 FOOT TELEPHONE JUNCTION BOX
 QM0472'NUMBER F 40, AND 0.7 METER (2.5 FT) WEST OF A METAL RIGHT OF WAY
 QM0472'MARKER.
 QM0472'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 QM0472'THE MARK IS 1.5 M ABOVE HIGHWAY.
 QM0472
 QM0472                          STATION RECOVERY (2002)
 QM0472
 QM0472'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 QM0472'RECOVERED IN GOOD CONDITION.  CORRECTION--SET AT 156 FEET SOUTHEAST OF
 QM0472'RIVER ROAD.  RIVER ROAD IS 0.15 MILE NORTH OF CTH D WEST.
 QM0472'NOTE--ACCESS TO POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QM0472
 QM0472                          STATION RECOVERY (2004)
 QM0472
 QM0472'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0472'RECOVERED IN GOOD CONDITION.
 QM0472
 QM0472                          STATION RECOVERY (2005)
 QM0472
 QM0472'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0472'RECOVERED IN GOOD CONDITION. -NOTE-THE HINGE TO THE ACCESS COVER IS
 QM0472'BROKEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0465 ***********************************************************************
 QM0465  DESIGNATION -  G 216
 QM0465  PID         -  QM0465
 QM0465  STATE/COUNTY-  WI/ONEIDA
 QM0465  USGS QUAD   -  WOODRUFF (1982)
 QM0465
 QM0465                         *CURRENT SURVEY CONTROL
 QM0465  ___________________________________________________________________
 QM0465* NAD 83(1986)-  45 52 58.     (N)    089 40 25.     (W)     SCALED    
 QM0465* NAVD 88     -       494.809  (meters)    1623.39   (feet)  ADJUSTED  
 QM0465  ___________________________________________________________________
 QM0465  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 QM0465  DYNAMIC HT  -         494.790 (meters)    1623.32  (feet)  COMP
 QM0465  MODELED GRAV-     980,560.3   (mgal)                       NAVD 88
 QM0465
 QM0465  VERT ORDER  -  FIRST     CLASS II
 QM0465
 QM0465.The horizontal coordinates were scaled from a topographic map and have
 QM0465.an estimated accuracy of +/- 6 seconds.
 QM0465
 QM0465.The orthometric height was determined by differential leveling
 QM0465.and adjusted by the National Geodetic Survey in June 1991..
 QM0465
 QM0465.The geoid height was determined by GEOID03.
 QM0465
 QM0465.The dynamic height is computed by dividing the NAVD 88
 QM0465.geopotential number by the normal gravity value computed on the
 QM0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0465.degrees latitude (g = 980.6199 gals.).
 QM0465
 QM0465.The modeled gravity was interpolated from observed gravity values.
 QM0465
 QM0465;                    North         East    Units  Estimated Accuracy
 QM0465;SPC WI N     -    79,640.      625,340.      MT  (+/- 180 meters Scaled)
 QM0465
 QM0465                          SUPERSEDED SURVEY CONTROL
 QM0465
 QM0465.No superseded survey control is available for this station.
 QM0465
 QM0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR925845(NAD 83)
 QM0465_MARKER: I = METAL ROD
 QM0465_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QM0465_SP_SET: STAINLESS STEEL ROD
 QM0465_STAMPING: G 216 1982
 QM0465_MARK LOGO: NGS   
 QM0465_PROJECTION: RECESSED 3 CENTIMETERS
 QM0465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0465_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0465+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2005
 QM0465_ROD/PIPE-DEPTH: 14.6 meters
 QM0465
 QM0465  HISTORY     - Date     Condition        Report By
 QM0465  HISTORY     - 1982     MONUMENTED       NGS
 QM0465  HISTORY     - 20010806 GOOD             USPSQD
 QM0465  HISTORY     - 20030711 GOOD             USPSQD
 QM0465  HISTORY     - 20050921 GOOD             WIDT
 QM0465
 QM0465                          STATION DESCRIPTION
 QM0465
 QM0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QM0465'2.6 KM (1.6 MI) SE FROM WOODRUFF.
 QM0465'2.6 KM (1.6 MI) SOUTHEAST ALONG STATE HIGHWAY 47 FROM THE JUNCTION OF
 QM0465'U.S. HIGHWAY 51 IN WOODRUFF, SET IN THE FRONT AND ABOUT THE CENTER OF
 QM0465'THE AMERICAN LEGION STATE FOREST SIGN, AND ALSO ABOUT 0.2 KM (0.1 MI)
 QM0465'NORTHWEST OF BRUNSWICK ROAD, 13.7 METERS (45.0 FT) SOUTHWEST OF THE
 QM0465'CENTERLINE OF THE HIGHWAY, 1.8 METERS (6.0 FT) WEST-NORTHWEST OF THE
 QM0465'SOUTH-SOUTHEAST CORNER OF THE SIGN, 1.2 METERS (4.0 FT) EAST-NORTHEAST
 QM0465'OF THE WEST-NORTHWEST CORNER, AND 0.7 METER (2.0 FT) NORTH OF THE
 QM0465'NORTH FACE OF THE SIGN.
 QM0465'THE MARK IS 1.7 METERS  ENE FROM A WITNESS POST.
 QM0465'THE MARK IS 1.5 M ABOVE HIGHWAY.
 QM0465
 QM0465                          STATION RECOVERY (2001)
 QM0465
 QM0465'RECOVERY NOTE BY US POWER SQUADRON 2001 (DS)
 QM0465'RECOVERED IN GOOD CONDITION.
 QM0465
 QM0465                          STATION RECOVERY (2003)
 QM0465
 QM0465'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 QM0465'RECOVERED IN GOOD CONDITION.  TREES TO THE WEST WILL RESTRICT
 QM0465'SATELLITE OBSERVATIONS.
 QM0465
 QM0465                          STATION RECOVERY (2005)
 QM0465
 QM0465'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0465'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0752 ***********************************************************************
 PN0752  DESIGNATION -  G 218
 PN0752  PID         -  PN0752
 PN0752  STATE/COUNTY-  WI/WAUPACA
 PN0752  USGS QUAD   -  WAUPACA (1992)
 PN0752
 PN0752                         *CURRENT SURVEY CONTROL
 PN0752  ___________________________________________________________________
 PN0752* NAD 83(1986)-  44 21 46.     (N)    089 00 43.     (W)     SCALED    
 PN0752* NAVD 88     -       263.102  (meters)     863.19   (feet)  ADJUSTED  
 PN0752  ___________________________________________________________________
 PN0752  GEOID HEIGHT-         -36.37  (meters)                     GEOID03
 PN0752  DYNAMIC HT  -         263.057 (meters)     863.05  (feet)  COMP
 PN0752  MODELED GRAV-     980,440.3   (mgal)                       NAVD 88
 PN0752
 PN0752  VERT ORDER  -  FIRST     CLASS II
 PN0752
 PN0752.The horizontal coordinates were scaled from a topographic map and have
 PN0752.an estimated accuracy of +/- 6 seconds.
 PN0752
 PN0752.The orthometric height was determined by differential leveling
 PN0752.and adjusted by the National Geodetic Survey in June 1991..
 PN0752
 PN0752.The geoid height was determined by GEOID03.
 PN0752
 PN0752.The dynamic height is computed by dividing the NAVD 88
 PN0752.geopotential number by the normal gravity value computed on the
 PN0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0752.degrees latitude (g = 980.6199 gals.).
 PN0752
 PN0752.The modeled gravity was interpolated from observed gravity values.
 PN0752
 PN0752;                    North         East    Units  Estimated Accuracy
 PN0752;SPC WI C     -    59,310.      678,760.      MT  (+/- 180 meters Scaled)
 PN0752
 PN0752                          SUPERSEDED SURVEY CONTROL
 PN0752
 PN0752.No superseded survey control is available for this station.
 PN0752
 PN0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ396141(NAD 83)
 PN0752_MARKER: F = FLANGE-ENCASED ROD
 PN0752_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0752_SP_SET: STAINLESS STEEL ROD
 PN0752_STAMPING: G 218 1985
 PN0752_MARK LOGO: NGS   
 PN0752_PROJECTION: FLUSH
 PN0752_MAGNETIC: I = MARKER IS A STEEL ROD
 PN0752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0752_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0752+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 PN0752_ROD/PIPE-DEPTH: 08.5 meters
 PN0752
 PN0752  HISTORY     - Date     Condition        Report By
 PN0752  HISTORY     - 1985     MONUMENTED       NGS
 PN0752  HISTORY     - 20000728 GOOD             WIDT
 PN0752  HISTORY     - 20030611 GOOD             USPSQD
 PN0752  HISTORY     - 20050622 GOOD             WIDT
 PN0752
 PN0752                          STATION DESCRIPTION
 PN0752
 PN0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0752'6.6 KM (4.1 MI) EAST FROM WAUPACA.
 PN0752'6.6 KM (4.1 MI) EASTERLY ALONG STATE HIGHWAY 54 FROM THE POST OFFICE
 PN0752'IN WAUPACA, 0.6 KM (0.35 MI) NORTHEAST OF THE INTERSECTION OF SUNNY
 PN0752'VIEW ROAD, 12.5 M (41.0 FT) NORTHWEST OF THE CENTERLINE OF THE
 PN0752'HIGHWAY, 6.3 M (20.7 FT) NORTHEAST OF THE CENTER OF A DRIVEWAY LEADING
 PN0752'NORTHWEST TO THE J. B. BECKMAN RESIDENCE, AND 0.8 M (2.6 FT) NORTHWEST
 PN0752'OF UTILITY POLE NUMBER 2212-23R1.  NOTE--ACCESS TO DATUM POINT IS HAD
 PN0752'THROUGH A 5-INCH LOGO CAP.
 PN0752'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 PN0752'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 PN0752
 PN0752                          STATION RECOVERY (2000)
 PN0752
 PN0752'RECOVERY NOTE BY WI DEPT OF TRANSP 2000 (DJH)
 PN0752'THE STATION IS RECOVERED AS DESCRIBED.    ---NOTE---OBSTRUCTIONS AT
 PN0752'THIS STATION ARE A POWER POLE TO THE SOUTHEAST EXTENDING TO 90
 PN0752'DEGREES AND TREES TO THE SOUTHWEST EXTENDING TO 70 DEGREES.
 PN0752
 PN0752                          STATION RECOVERY (2003)
 PN0752
 PN0752'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0752'RECOVERED IN GOOD CONDITION.  NOTE-- THE RESIDENCE IS AT E4320 HWY 54
 PN0752'AND THE UTILITY POLE HAS 1 GUY WIRE AND TRANSFORMER.
 PN0752
 PN0752                          STATION RECOVERY (2005)
 PN0752
 PN0752'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PN0752'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 32.5 M (NOT 12.5
 PN0752'M) NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 54 AND STATE HIGHWAY
 PN0752'22.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0724 ***********************************************************************
 PN0724  DESIGNATION -  G 219
 PN0724  PID         -  PN0724
 PN0724  STATE/COUNTY-  WI/OUTAGAMIE
 PN0724  USGS QUAD   -  BLACK CREEK (1992)
 PN0724
 PN0724                         *CURRENT SURVEY CONTROL
 PN0724  ___________________________________________________________________
 PN0724* NAD 83(1986)-  44 29 41.     (N)    088 23 36.     (W)     SCALED    
 PN0724* NAVD 88     -       236.311  (meters)     775.30   (feet)  ADJUSTED  
 PN0724  ___________________________________________________________________
 PN0724  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 PN0724  DYNAMIC HT  -         236.277 (meters)     775.19  (feet)  COMP
 PN0724  MODELED GRAV-     980,470.3   (mgal)                       NAVD 88
 PN0724
 PN0724  VERT ORDER  -  FIRST     CLASS II
 PN0724
 PN0724.The horizontal coordinates were scaled from a topographic map and have
 PN0724.an estimated accuracy of +/- 6 seconds.
 PN0724
 PN0724.The orthometric height was determined by differential leveling
 PN0724.and adjusted by the National Geodetic Survey in June 1991..
 PN0724
 PN0724.The geoid height was determined by GEOID03.
 PN0724
 PN0724.The dynamic height is computed by dividing the NAVD 88
 PN0724.geopotential number by the normal gravity value computed on the
 PN0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0724.degrees latitude (g = 980.6199 gals.).
 PN0724
 PN0724.The modeled gravity was interpolated from observed gravity values.
 PN0724
 PN0724;                    North         East    Units  Estimated Accuracy
 PN0724;SPC WI C     -    74,760.      727,780.      MT  (+/- 180 meters Scaled)
 PN0724
 PN0724                          SUPERSEDED SURVEY CONTROL
 PN0724
 PN0724.No superseded survey control is available for this station.
 PN0724
 PN0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ892277(NAD 83)
 PN0724_MARKER: F = FLANGE-ENCASED ROD
 PN0724_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0724_SP_SET: STAINLESS STEEL ROD
 PN0724_STAMPING: G 219 1985
 PN0724_MARK LOGO: NGS   
 PN0724_PROJECTION: FLUSH
 PN0724_MAGNETIC: I = MARKER IS A STEEL ROD
 PN0724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0724_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0724+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2005
 PN0724_ROD/PIPE-DEPTH: 15.8 meters
 PN0724
 PN0724  HISTORY     - Date     Condition        Report By
 PN0724  HISTORY     - 1985     MONUMENTED       NGS
 PN0724  HISTORY     - 20010109 GOOD             WIDT
 PN0724  HISTORY     - 20011103 GOOD             USPSQD
 PN0724  HISTORY     - 20030611 GOOD             USPSQD
 PN0724  HISTORY     - 20050718 GOOD             WIDT
 PN0724
 PN0724                          STATION DESCRIPTION
 PN0724
 PN0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0724'26.4 KM (16.4 MI) WEST FROM GREEN BAY.
 PN0724'26.4 KM (16.4 MI) WESTERLY ALONG STATE HIGHWAY 54 FROM ITS JUNCTION
 PN0724'WITH U.S. HIGHWAY 41 IN GREEN BAY, 0.7 KM (0.45 MI) SOUTHWEST OF THE
 PN0724'INTERSECTION OF ADOLPH ROAD, 22.1 M (72.5 FT) NORTHEAST OF THE CENTER
 PN0724'OF A FIELD ENTRANCE, 17.7 M (58.1 FT) NORTHWEST OF THE CENTERLINE OF
 PN0724'THE HIGHWAY, AND 1.0 M (3.3 FT) NORTHEAST OF UTILITY POLE NUMBER
 PN0724'73-3610.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 PN0724'CAP.
 PN0724'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 PN0724'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 PN0724
 PN0724                          STATION RECOVERY (2001)
 PN0724
 PN0724'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PN0724'THE STATION IS LOCATED ABOUT 29 KM WEST-SOUTHWEST OF GREEN BAY, 6 KM
 PN0724'WEST OF SEYMOUR, AND 5 KM EAST OF BLACK CREEK. OWNERSHIP--WISCONSIN
 PN0724'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 PN0724'OF STATE HIGHWAY 47 WITH STATE HIGHWAY 54 IN THE VILLAGE OF BLACK
 PN0724'CREEK, GO EAST ON STATE HIGHWAY 54 FOR 4.3 KM TO THE EASTERNMOST
 PN0724'JUNCTION WITH CALNIN ROAD ON THE LEFT, CONTINUE EAST ON STATE HIGHWAY
 PN0724'54 FOR 1.0 KM TO THE STATION ON THE LEFT.  THE STATION IS A STAINLESS
 PN0724'STEEL ROD WITH A 13-CM LOGO CAP SET ABOUT 0.5 M BELOW THE HIGHWAY
 PN0724'PAVEMENT.  THE STATION IS 17.4 M NORTHWEST OF THE CENTERLINE OF STATE
 PN0724'HIGHWAY 54, 24 M NORTHEAST OF THE CENTERLINE OF A FIELD ENTRANCE, 9.5
 PN0724'M EAST OF A POST FOR A --GTE-- SIGN, 9 M SOUTHEAST OF A CULTIVATED
 PN0724'FIELD, 0.9 M NORTHEAST OF POWER POLE --73-3610--, AND 0.3 M SOUTHWEST
 PN0724'OF AN ORANGE FIBERGLASS WITNESS POST. ---NOTE---THIS STATION HAS NO
 PN0724'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 PN0724'HORIZON EXCEPT FOR A POWER POLE 1 M SOUTHWEST OF THE STATION
 PN0724'EXTENDING TO 90 DEGREES.
 PN0724
 PN0724                          STATION RECOVERY (2001)
 PN0724
 PN0724'RECOVERY NOTE BY US POWER SQUADRON 2001 (JMK)
 PN0724'RECOVERED IN GOOD CONDITION.
 PN0724
 PN0724                          STATION RECOVERY (2003)
 PN0724
 PN0724'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0724'RECOVERED IN GOOD CONDITION.
 PN0724
 PN0724                          STATION RECOVERY (2005)
 PN0724
 PN0724'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PN0724'RECOVERED IN GOOD CONDITION.  NOTE-- THE ENCASEMENT AROUND THE ROD IS
 PN0724'LEANING, BUT THE ROD APPEARS TO BE VERTICAL.  ADD-- THE STATION IS 0.1
 PN0724'MILE EAST OF THE DRIVEWAY TO THE PRIVATE RESIDENCE AT --W4234--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0335 ***********************************************************************
 PN0335  DESIGNATION -  G 22
 PN0335  PID         -  PN0335
 PN0335  STATE/COUNTY-  WI/SHAWANO
 PN0335  USGS QUAD   -  SHAWANO (1982)
 PN0335
 PN0335                         *CURRENT SURVEY CONTROL
 PN0335  ___________________________________________________________________
 PN0335* NAD 83(1997)-  44 46 46.55784(N)    088 30 57.97646(W)     ADJUSTED  
 PN0335* NAVD 88     -       249.967  (meters)     820.10   (feet)  ADJUSTED  
 PN0335  ___________________________________________________________________
 PN0335  X           -     117,438.946 (meters)                     COMP
 PN0335  Y           -  -4,533,507.766 (meters)                     COMP
 PN0335  Z           -   4,470,146.687 (meters)                     COMP
 PN0335  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 PN0335  ELLIP HEIGHT-         214.00  (meters)          (08/20/99) GPS OBS
 PN0335  GEOID HEIGHT-         -36.09  (meters)                     GEOID03
 PN0335  DYNAMIC HT  -         249.936 (meters)     820.00  (feet)  COMP
 PN0335  MODELED GRAV-     980,487.6   (mgal)                       NAVD 88
 PN0335
 PN0335  HORZ ORDER  -  A
 PN0335  VERT ORDER  -  SECOND    CLASS 0
 PN0335  ELLP ORDER  -  THIRD     CLASS I
 PN0335
 PN0335.The horizontal coordinates were established by GPS observations
 PN0335.and adjusted by the National Geodetic Survey in April 1999..
 PN0335
 PN0335.The orthometric height was determined by differential leveling
 PN0335.and adjusted by the National Geodetic Survey in June 1991..
 PN0335.WARNING-GPS observations at this control monument resulted in a GPS
 PN0335.derived orthometric height which differed from the leveled height by
 PN0335.more than one decimeter (0.1 meter).
 PN0335
 PN0335.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PN0335
 PN0335.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0335
 PN0335.The ellipsoidal height was determined by GPS observations
 PN0335.and is referenced to NAD 83.
 PN0335
 PN0335.The geoid height was determined by GEOID03.
 PN0335
 PN0335.The dynamic height is computed by dividing the NAVD 88
 PN0335.geopotential number by the normal gravity value computed on the
 PN0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0335.degrees latitude (g = 980.6199 gals.).
 PN0335
 PN0335.The modeled gravity was interpolated from observed gravity values.
 PN0335
 PN0335;                    North         East     Units Scale Factor Converg.
 PN0335;SPC WI C     -   106,220.525   717,434.808   MT  0.99994212   +1 02 49.2
 PN0335;SPC WI C     -   348,491.84  2,353,784.03   sFT  0.99994212   +1 02 49.2
 PN0335;UTM  16      - 4,959,585.142   380,050.421   MT  0.99977693   -1 04 05.0
 PN0335
 PN0335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0335!SPC WI C     -   0.99996645  x   0.99994212  =   0.99990857
 PN0335!UTM  16      -   0.99996645  x   0.99977693  =   0.99974339
 PN0335
 PN0335                          SUPERSEDED SURVEY CONTROL
 PN0335
 PN0335  ELLIP H (04/28/99)  213.94   (m)                       GP(       ) 3 1
 PN0335  NGVD 29 (??/??/92)  249.990  (m)          820.18   (f) ADJ UNCH    2 0
 PN0335
 PN0335.Superseded values are not recommended for survey control.
 PN0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0335.See file dsdata.txt to determine how the superseded data were derived.
 PN0335
 PN0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8005059585(NAD 83)
 PN0335_MARKER: DB = BENCH MARK DISK
 PN0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0335_SP_SET: SQUARE CONCRETE POST
 PN0335_STAMPING: G 22 1934
 PN0335_MARK LOGO: CGS   
 PN0335_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0335+STABILITY: SURFACE MOTION
 PN0335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0335+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2005
 PN0335
 PN0335  HISTORY     - Date     Condition        Report By
 PN0335  HISTORY     - UNK      MONUMENTED       CGS
 PN0335  HISTORY     - 1934     GOOD             CGS
 PN0335  HISTORY     - 19971208 GOOD             NGS
 PN0335  HISTORY     - 19980618 POOR             WIDT
 PN0335  HISTORY     - 20050621 GOOD             WIDT
 PN0335
 PN0335                          STATION DESCRIPTION
 PN0335
 PN0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0335'3.6 MI NW FROM BONDUEL.
 PN0335'ALONG CHICAGO AND NORTH-WESTERN RY., 1 MILE E. OF SOUTHERN JCT.
 PN0335'AND 4 YDS. NW. OF MP 33.  MARK IS AT FENCE, 15 YDS. NE. OF
 PN0335'CENTERLINE OF TRACK, AND 118 YDS. NW. OF CENTERLINE NW. OF
 PN0335'WISCONSIN HIGHWAY 22 CROSSING.
 PN0335
 PN0335                          STATION RECOVERY (1997)
 PN0335
 PN0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 PN0335'RECOVERED AS DESCRIBED.
 PN0335
 PN0335                          STATION RECOVERY (1998)
 PN0335
 PN0335'RECOVERY NOTE BY WI DEPT OF TRANSP 1998 (GRS)
 PN0335'THE STATION IS APPROXIMATELY 120 M WEST OF COUNTY HIGHWAY E, 14.6 M
 PN0335'NORTH OF THE CENTERLINE OF THE TRAIL ON THE ABANDONED RAILROAD
 PN0335'ROADBED, 4.2 M NORTHWEST OF A POLE WITH A MILEPOST SIGN '33', 1.1 M
 PN0335'WEST-SOUTHWEST OF A STEEL FENCE POST, 0.5 M SOUTH OF A FENCE LINE, AND
 PN0335'0.45 M SOUTH OF AN ORANGE FIBERGLASS WITNESS POST.
 PN0335'
 PN0335'NOTE--THE STATION MARK IS PROJECTING 29 CM ABOVE THE GROUND AND IS
 PN0335'ABOUT 1.5 M BELOW THE SURFACE OF THE TRAIL.  TOP OF MONUMENT CAN BE
 PN0335'WIGGLED BY HAND A FEW MM.  SEEMS TO REBOUND TO ORIGINAL POSITION.
 PN0335'COLORING ON PRECAST CONCRETE POST SUGGESTS THAT POST ORIGINALLY
 PN0335'PROJECTED 10 CM ABOVE GROUND (NOW 29 CM).  THE 19-CM UPLIFT LIKELY WAS
 PN0335'CAUSED BY FROST HEAVE IN THIS WET AREA.
 PN0335'
 PN0335'TREES IN THE SOUTHWEST QUADRANT MAY ALSO LIMIT SUITABILITY FOR GPS
 PN0335'SURVEYS.
 PN0335
 PN0335                          STATION RECOVERY (2005)
 PN0335
 PN0335'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0335'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION PROJECTS 32 CM ABOVE
 PN0335'GROUND, AND IS 5.5 M NORTHWEST OF AN ORANGE COLORED BURIED FIBER OPTIC
 PN0335'CABLE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0772 ***********************************************************************
 PN0772  DESIGNATION -  G 220
 PN0772  PID         -  PN0772
 PN0772  STATE/COUNTY-  WI/PORTAGE
 PN0772  USGS QUAD   -  ARNOTT (1969)
 PN0772
 PN0772                         *CURRENT SURVEY CONTROL
 PN0772  ___________________________________________________________________
 PN0772* NAD 83(1986)-  44 23 04.     (N)    089 24 24.     (W)     SCALED    
 PN0772* NAVD 88     -       338.493  (meters)    1110.54   (feet)  ADJUSTED  
 PN0772  ___________________________________________________________________
 PN0772  GEOID HEIGHT-         -35.99  (meters)                     GEOID03
 PN0772  DYNAMIC HT  -         338.425 (meters)    1110.32  (feet)  COMP
 PN0772  MODELED GRAV-     980,408.5   (mgal)                       NAVD 88
 PN0772
 PN0772  VERT ORDER  -  FIRST     CLASS II
 PN0772
 PN0772.The horizontal coordinates were scaled from a topographic map and have
 PN0772.an estimated accuracy of +/- 6 seconds.
 PN0772
 PN0772.The orthometric height was determined by differential leveling
 PN0772.and adjusted by the National Geodetic Survey in June 1991..
 PN0772
 PN0772.The geoid height was determined by GEOID03.
 PN0772
 PN0772.The dynamic height is computed by dividing the NAVD 88
 PN0772.geopotential number by the normal gravity value computed on the
 PN0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0772.degrees latitude (g = 980.6199 gals.).
 PN0772
 PN0772.The modeled gravity was interpolated from observed gravity values.
 PN0772
 PN0772;                    North         East    Units  Estimated Accuracy
 PN0772;SPC WI C     -    61,410.      647,280.      MT  (+/- 180 meters Scaled)
 PN0772
 PN0772                          SUPERSEDED SURVEY CONTROL
 PN0772
 PN0772.No superseded survey control is available for this station.
 PN0772
 PN0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ082173(NAD 83)
 PN0772_MARKER: F = FLANGE-ENCASED ROD
 PN0772_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0772_SP_SET: STAINLESS STEEL ROD
 PN0772_STAMPING: G 220 1985
 PN0772_MARK LOGO: NGS   
 PN0772_PROJECTION: RECESSED 20 CENTIMETERS
 PN0772_MAGNETIC: I = MARKER IS A STEEL ROD
 PN0772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0772+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2004
 PN0772_ROD/PIPE-DEPTH: 17.7 meters
 PN0772
 PN0772  HISTORY     - Date     Condition        Report By
 PN0772  HISTORY     - 1985     MONUMENTED       NGS
 PN0772  HISTORY     - 20001021 GOOD             USPSQD
 PN0772  HISTORY     - 20030224 GOOD             WIDT
 PN0772  HISTORY     - 20030606 GOOD             JCLS
 PN0772  HISTORY     - 20040330 GOOD             USPSQD
 PN0772
 PN0772                          STATION DESCRIPTION
 PN0772
 PN0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0772'27.0 KM (16.8 MI) WEST FROM WAUPACA.
 PN0772'27.0 KM (16.8 MI) WESTERLY ALONG STATE HIGHWAY 54 FROM THE POST OFFICE
 PN0772'IN WAUPACA, 36.5 M (119.8 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 PN0772'9.7 M (31.8 FT) WEST OF THE CENTER OF COUNTY ROAD EE, AND 1.2 M (3.9
 PN0772'FT) SOUTH OF UTILITY POLE NUMBER 2209-16R4.  NOTE--ACCESS TO DATUM
 PN0772'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PN0772'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 PN0772'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 PN0772
 PN0772                          STATION RECOVERY (2000)
 PN0772
 PN0772'RECOVERY NOTE BY US POWER SQUADRON 2000 (DS)
 PN0772'RECOVERED IN GOOD CONDITION.
 PN0772
 PN0772                          STATION RECOVERY (2003)
 PN0772
 PN0772'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (TSS)
 PN0772'OWNERSHIP--PORTAGE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 PN0772'INTERSTATE HIGHWAY 39 AND US HIGHWAY 51 WITH STATE HIGHWAY 54 2 MI
 PN0772'(90.12 KM) SOUTHWEST OF THE VILLAGE OF PLOVER, GO STATE HIGHWAY 54
 PN0772'EAST FOR 5.21 MI (8.38 KM) TO COUNTY HIGHWAY J SOUTH, CONTINUE EAST ON
 PN0772'STATE HIGHWAY 54 EAST FOR 1.39 MI (2.24 KM) TO COUNTY HIGHWAY EE ON
 PN0772'THE RIGHT AND THE STATION ON THE RIGHT.  THE STATION IS STAINLESS
 PN0772'STEEL ROD WITH A SLEEVE HOUSED IN A NATIONAL GEODETIC SURVEY LOGO CAP
 PN0772'DISK ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 9.7 M (31.8
 PN0772'FT) WEST OF COUNTY HIGHWAY EE, 36.5 M (119.8 FT) SOUTH OF THE
 PN0772'CENTERLINE OF STATE HIGHWAY 54, 1.2 M (3.9 FT) SOUTH OF POWERPOLE
 PN0772'--2209-16R4--, 0.3 M (1.0 FT) SOUTH OF A TELEPHONE PEDESTAL, AND 0.3 M
 PN0772'(1.0 FT) NORTH OF AN ORANGE PLASTIC WITNESS POST.  ---NOTE---THIS
 PN0772'STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO THE REFERENCED
 PN0772'POWERPOLE TO THE NORTH EXTENDING TO 75 DEGREES ABOVE THE HORIZON.
 PN0772
 PN0772                          STATION RECOVERY (2003)
 PN0772
 PN0772'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 PN0772'RECOVERED IN GOOD CONDITION.
 PN0772
 PN0772                          STATION RECOVERY (2004)
 PN0772
 PN0772'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0772'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 23.0 FEET
 PN0772'SOUTH-SOUTHWEST OF A --AXLE WEIGHT LIMIT-- SIGN POST, 5.2 FEET EAST OF
 PN0772'A CULTIVATED FIELD, AND 1.5 FEET SOUTH OF TELEPHONE PEDESTAL NUMBER
 PN0772'-6404-.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0500 ***********************************************************************
 QM0500  DESIGNATION -  G 221
 QM0500  PID         -  QM0500
 QM0500  STATE/COUNTY-  WI/ONEIDA
 QM0500  USGS QUAD   -  WOODBORO (1982)
 QM0500
 QM0500                         *CURRENT SURVEY CONTROL
 QM0500  ___________________________________________________________________
 QM0500* NAD 83(1986)-  45 34 03.     (N)    089 37 18.     (W)     SCALED    
 QM0500* NAVD 88     -       470.985  (meters)    1545.22   (feet)  ADJUSTED  
 QM0500  ___________________________________________________________________
 QM0500  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 QM0500  DYNAMIC HT  -         470.966 (meters)    1545.16  (feet)  COMP
 QM0500  MODELED GRAV-     980,560.4   (mgal)                       NAVD 88
 QM0500
 QM0500  VERT ORDER  -  FIRST     CLASS II
 QM0500
 QM0500.The horizontal coordinates were scaled from a topographic map and have
 QM0500.an estimated accuracy of +/- 6 seconds.
 QM0500
 QM0500.The orthometric height was determined by differential leveling
 QM0500.and adjusted by the National Geodetic Survey in June 1991..
 QM0500
 QM0500.The geoid height was determined by GEOID03.
 QM0500
 QM0500.The dynamic height is computed by dividing the NAVD 88
 QM0500.geopotential number by the normal gravity value computed on the
 QM0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0500.degrees latitude (g = 980.6199 gals.).
 QM0500
 QM0500.The modeled gravity was interpolated from observed gravity values.
 QM0500
 QM0500;                    North         East    Units  Estimated Accuracy
 QM0500;SPC WI N     -    44,620.      629,530.      MT  (+/- 180 meters Scaled)
 QM0500
 QM0500                          SUPERSEDED SURVEY CONTROL
 QM0500
 QM0500.No superseded survey control is available for this station.
 QM0500
 QM0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR954493(NAD 83)
 QM0500_MARKER: I = METAL ROD
 QM0500_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QM0500_SP_SET: STAINLESS STEEL ROD
 QM0500_STAMPING: G 221 1985
 QM0500_MARK LOGO: NGS   
 QM0500_PROJECTION: FLUSH
 QM0500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QM0500+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2005
 QM0500_ROD/PIPE-DEPTH: 18.3 meters
 QM0500
 QM0500  HISTORY     - Date     Condition        Report By
 QM0500  HISTORY     - 1985     MONUMENTED       NGS
 QM0500  HISTORY     - 20030119 MARK NOT FOUND   USPSQD
 QM0500  HISTORY     - 20040326 MARK NOT FOUND   USPSQD
 QM0500  HISTORY     - 20050818 GOOD             WIDT
 QM0500
 QM0500                          STATION DESCRIPTION
 QM0500
 QM0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QM0500'19.6 KM (12.2 MI) WEST FROM RHINELANDER.
 QM0500'19.6 KM (12.15 MI) WESTERLY ALONG U.S. HIGHWAY 8 FROM ITS JUNCTION
 QM0500'WITH STATE HIGHWAY 17 IN RHINELANDER, 19.4 M (63.6 FT) NORTH OF THE
 QM0500'NORTHWEST CORNER OF A BAR AND CAFE, 18.5 M (60.7 FT) SOUTH OF THE
 QM0500'CENTERLINE OF THE HIGHWAY, 11.0 M (36.1 FT) EAST OF THE CENTER OF
 QM0500'SHADY REST ROAD, AND 0.9 M (3.0 FT) WEST OF UTILITY POLE NUMBER
 QM0500'3607-33W32.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 QM0500'CAP.
 QM0500'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 QM0500
 QM0500                          STATION RECOVERY (2003)
 QM0500
 QM0500'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 QM0500'NOT FOUND WITH PROBING.  ADD-- UTILITY POLE 3607-33W32 HAS TWO GUY
 QM0500'WIRES.
 QM0500
 QM0500                          STATION RECOVERY (2004)
 QM0500
 QM0500'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0500'MARK NOT FOUND.
 QM0500
 QM0500                          STATION RECOVERY (2005)
 QM0500
 QM0500'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0500'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.4 M NORTH OF AN
 QM0500'ORANGE FIBERGLASS WITNESS POST, 9 CM BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0565 ***********************************************************************
 QM0565  DESIGNATION -  G 222
 QM0565  PID         -  QM0565
 QM0565  STATE/COUNTY-  WI/OCONTO
 QM0565  USGS QUAD   -  TOWNSEND (1972)
 QM0565
 QM0565                         *CURRENT SURVEY CONTROL
 QM0565  ___________________________________________________________________
 QM0565* NAD 83(1986)-  45 17 42.     (N)    088 30 49.     (W)     SCALED    
 QM0565* NAVD 88     -       388.400  (meters)    1274.28   (feet)  ADJUSTED  
 QM0565  ___________________________________________________________________
 QM0565  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 QM0565  DYNAMIC HT  -         388.358 (meters)    1274.14  (feet)  COMP
 QM0565  MODELED GRAV-     980,497.5   (mgal)                       NAVD 88
 QM0565
 QM0565  VERT ORDER  -  FIRST     CLASS II
 QM0565
 QM0565.The horizontal coordinates were scaled from a topographic map and have
 QM0565.an estimated accuracy of +/- 6 seconds.
 QM0565
 QM0565.The orthometric height was determined by differential leveling
 QM0565.and adjusted by the National Geodetic Survey in June 1991..
 QM0565
 QM0565.The geoid height was determined by GEOID03.
 QM0565
 QM0565.The dynamic height is computed by dividing the NAVD 88
 QM0565.geopotential number by the normal gravity value computed on the
 QM0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0565.degrees latitude (g = 980.6199 gals.).
 QM0565
 QM0565.The modeled gravity was interpolated from observed gravity values.
 QM0565
 QM0565;                    North         East    Units  Estimated Accuracy
 QM0565;SPC WI C     -   163,490.      716,580.      MT  (+/- 180 meters Scaled)
 QM0565
 QM0565                          SUPERSEDED SURVEY CONTROL
 QM0565
 QM0565.No superseded survey control is available for this station.
 QM0565
 QM0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR813168(NAD 83)
 QM0565_MARKER: I = METAL ROD
 QM0565_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QM0565_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 QM0565_STAMPING: G 222 1985
 QM0565_MARK LOGO: NGS   
 QM0565_PROJECTION: FLUSH
 QM0565_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QM0565+STABILITY: POSITION/ELEVATION WELL
 QM0565_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0565+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2005
 QM0565_ROD/PIPE-DEPTH: 9.7  meters
 QM0565_SLEEVE-DEPTH  : 6.1 meters
 QM0565
 QM0565  HISTORY     - Date     Condition        Report By
 QM0565  HISTORY     - 1985     MONUMENTED       NGS
 QM0565  HISTORY     - 19940724 GOOD             USPSQD
 QM0565  HISTORY     - 20021210 GOOD             USPSQD
 QM0565  HISTORY     - 20040325 GOOD             USPSQD
 QM0565  HISTORY     - 20051116 GOOD             WIDT
 QM0565
 QM0565                          STATION DESCRIPTION
 QM0565
 QM0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QM0565'37.0 KM (23.0 MI) SOUTH FROM LAONA.
 QM0565'37.0 KM (23.0 FT) SOUTHERLY ALONG STATE HIGHWAY 32 FROM ITS JUNCTION
 QM0565'WITH U.S. HIGHWAY 8 IN LAONA, 1.0 KM (0.6 MI) SOUTHEAST OF THE
 QM0565'INTERSECTION OF COUNTY ROAD F, IN THE EAST CORNER OF THE LAKEWOOD
 QM0565'RANGER STATION LAWN, 21.5 M (70.5 FT) SOUTHWEST OF THE CENTERLINE OF
 QM0565'THE HIGHWAY, 15.4 M (50.5 FT) NORTHWEST OF THE CENTER OF A PAVED
 QM0565'DRIVEWAY LEADING TO THE RANGER STATION, 2.6 M (8.5 FT) EAST OF THE
 QM0565'SOUTH CORNER OF A BRICK FOUNDATION SUPPORTING A RANGER STATION SIGN
 QM0565',AND 1.5 M (4.9 FT) SOUTHEAST OF THE SOUTHEAST FACE OF THE BRICK
 QM0565'FOUNDATION FOR THE SIGN.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 QM0565'5-INCH LOGO CAP.
 QM0565'THE MARK IS ABOVE LEVEL WITH THE PAVED DRIVEWAY.
 QM0565
 QM0565                          STATION RECOVERY (1994)
 QM0565
 QM0565'RECOVERY NOTE BY US POWER SQUADRON 1994
 QM0565'RECOVERED IN GOOD CONDITION.
 QM0565
 QM0565                          STATION RECOVERY (2002)
 QM0565
 QM0565'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 QM0565'RECOVERED IN GOOD CONDITION.
 QM0565
 QM0565                          STATION RECOVERY (2004)
 QM0565
 QM0565'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0565'RECOVERED IN GOOD CONDITION.
 QM0565
 QM0565                          STATION RECOVERY (2005)
 QM0565
 QM0565'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0565'RECOVERED IN GOOD CONDITION.  ADD THE STATION IS 1.0 M EAST OF AN
 QM0565'ORANGE FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0573 ***********************************************************************
 QM0573  DESIGNATION -  G 223
 QM0573  PID         -  QM0573
 QM0573  STATE/COUNTY-  WI/OCONTO
 QM0573  USGS QUAD   -  MOUNTAIN (1973)
 QM0573
 QM0573                         *CURRENT SURVEY CONTROL
 QM0573  ___________________________________________________________________
 QM0573* NAD 83(1986)-  45 09 50.     (N)    088 27 04.     (W)     SCALED    
 QM0573* NAVD 88     -       285.861  (meters)     937.86   (feet)  ADJUSTED  
 QM0573  ___________________________________________________________________
 QM0573  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 QM0573  DYNAMIC HT  -         285.832 (meters)     937.77  (feet)  COMP
 QM0573  MODELED GRAV-     980,509.6   (mgal)                       NAVD 88
 QM0573
 QM0573  VERT ORDER  -  FIRST     CLASS II
 QM0573
 QM0573.The horizontal coordinates were scaled from a topographic map and have
 QM0573.an estimated accuracy of +/- 6 seconds.
 QM0573
 QM0573.The orthometric height was determined by differential leveling
 QM0573.and adjusted by the National Geodetic Survey in June 1991..
 QM0573
 QM0573.The geoid height was determined by GEOID03.
 QM0573
 QM0573.The dynamic height is computed by dividing the NAVD 88
 QM0573.geopotential number by the normal gravity value computed on the
 QM0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0573.degrees latitude (g = 980.6199 gals.).
 QM0573
 QM0573.The modeled gravity was interpolated from observed gravity values.
 QM0573
 QM0573;                    North         East    Units  Estimated Accuracy
 QM0573;SPC WI C     -   149,010.      721,760.      MT  (+/- 180 meters Scaled)
 QM0573
 QM0573                          SUPERSEDED SURVEY CONTROL
 QM0573
 QM0573.No superseded survey control is available for this station.
 QM0573
 QM0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR859021(NAD 83)
 QM0573_MARKER: I = METAL ROD
 QM0573_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QM0573_SP_SET: STAINLESS STEEL ROD
 QM0573_STAMPING: G 223 1985
 QM0573_MARK LOGO: NGS   
 QM0573_PROJECTION: FLUSH
 QM0573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QM0573+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2005
 QM0573_ROD/PIPE-DEPTH: 20.7 meters
 QM0573
 QM0573  HISTORY     - Date     Condition        Report By
 QM0573  HISTORY     - 1985     MONUMENTED       NGS
 QM0573  HISTORY     - 19910325 GOOD             USPSQD
 QM0573  HISTORY     - 19961020 GOOD             USPSQD
 QM0573  HISTORY     - 20021001 MARK NOT FOUND   USPSQD
 QM0573  HISTORY     - 20021210 MARK NOT FOUND   USPSQD
 QM0573  HISTORY     - 20040325 MARK NOT FOUND   USPSQD
 QM0573  HISTORY     - 20051130 GOOD             WIDT
 QM0573
 QM0573                          STATION DESCRIPTION
 QM0573
 QM0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QM0573'39.3 KM (24.4 MI) NW FROM GILLETT.
 QM0573'39.3 KM (24.4 MI) NORTHWESTERLY ALONG STATE HIGHWAY 32 FROM ITS
 QM0573'JUNCTION WITH STATE HIGHWAY 22 IN GILLETT, 41.8 M (137.1 FT) NORTHEAST
 QM0573'OF THE CENTERLINE OF THE HIGHWAY, 10.0 M (32.8 FT) WEST OF THE CENTER
 QM0573'OF WELLER ROAD, AND 1.2 M (3.9 FT) NORTH OF UTILITY POLE NUMBER 3116
 QM0573'13L3.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QM0573'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 QM0573'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 QM0573
 QM0573                          STATION RECOVERY (1991)
 QM0573
 QM0573'RECOVERY NOTE BY US POWER SQUADRON 1991 (AEA)
 QM0573'RECOVERED IN GOOD CONDITION.
 QM0573
 QM0573                          STATION RECOVERY (1996)
 QM0573
 QM0573'RECOVERY NOTE BY US POWER SQUADRON 1996
 QM0573'RECOVERED IN GOOD CONDITION.
 QM0573
 QM0573                          STATION RECOVERY (2002)
 QM0573
 QM0573'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QM0573'MARK NOT FOUND.
 QM0573
 QM0573                          STATION RECOVERY (2002)
 QM0573
 QM0573'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 QM0573'NOT FOUND.  THE UTILITY POLE HAS BEEN MOVED BUT THE
 QM0573'WITNESS POST IS PRESENT.  DID NOT FIND WITH PROBING.
 QM0573
 QM0573                          STATION RECOVERY (2004)
 QM0573
 QM0573'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0573'MARK NOT FOUND.
 QM0573
 QM0573                          STATION RECOVERY (2005)
 QM0573
 QM0573'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0573'RECOVERED IN GOOD CONDITION. --NOTE--THE STATION IS 2.0 M SOUTH (NOT
 QM0573'1.2 M NORTH) OF POWER POLE NUMBER -3116-13L3-, AND 0.3 METERS BELOW
 QM0573'THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0434 ***********************************************************************
 QN0434  DESIGNATION -  G 224
 QN0434  PID         -  QN0434
 QN0434  STATE/COUNTY-  WI/RUSK
 QN0434  USGS QUAD   -  INGRAM (1971)
 QN0434
 QN0434                         *CURRENT SURVEY CONTROL
 QN0434  ___________________________________________________________________
 QN0434* NAD 83(1986)-  45 30 02.     (N)    090 51 48.     (W)     SCALED    
 QN0434* NAVD 88     -       391.915  (meters)    1285.81   (feet)  ADJUSTED  
 QN0434  ___________________________________________________________________
 QN0434  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 QN0434  DYNAMIC HT  -         391.901 (meters)    1285.76  (feet)  COMP
 QN0434  MODELED GRAV-     980,568.7   (mgal)                       NAVD 88
 QN0434
 QN0434  VERT ORDER  -  FIRST     CLASS II
 QN0434
 QN0434.The horizontal coordinates were scaled from a topographic map and have
 QN0434.an estimated accuracy of +/- 6 seconds.
 QN0434
 QN0434.The orthometric height was determined by differential leveling
 QN0434.and adjusted by the National Geodetic Survey in June 1991..
 QN0434
 QN0434.The geoid height was determined by GEOID03.
 QN0434
 QN0434.The dynamic height is computed by dividing the NAVD 88
 QN0434.geopotential number by the normal gravity value computed on the
 QN0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0434.degrees latitude (g = 980.6199 gals.).
 QN0434
 QN0434.The modeled gravity was interpolated from observed gravity values.
 QN0434
 QN0434;                    North         East    Units  Estimated Accuracy
 QN0434;SPC WI C     -   185,630.      532,530.      MT  (+/- 180 meters Scaled)
 QN0434
 QN0434                          SUPERSEDED SURVEY CONTROL
 QN0434
 QN0434.No superseded survey control is available for this station.
 QN0434
 QN0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL669407(NAD 83)
 QN0434_MARKER: I = METAL ROD
 QN0434_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0434_SP_SET: STAINLESS STEEL ROD
 QN0434_STAMPING: G 224 1985
 QN0434_MARK LOGO: NGS   
 QN0434_PROJECTION: FLUSH
 QN0434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0434_ROD/PIPE-DEPTH: 4.6  meters
 QN0434
 QN0434  HISTORY     - Date     Condition        Report By
 QN0434  HISTORY     - 1985     MONUMENTED       NGS
 QN0434  HISTORY     - 20051213 POOR             WIDT
 QN0434
 QN0434                          STATION DESCRIPTION
 QN0434
 QN0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QN0434'20.6 KM (12.8 MI) EAST FROM LADYSMITH.
 QN0434'20.6 KM (12.8 MI) EASTERLY ALONG U.S. HIGHWAY 8 FROM ITS JUNCTION WITH
 QN0434'STATE HIGHWAY 27 IN LADYSMITH, 27.5 M (90.2 FT) NORTH OF THE
 QN0434'CENTERLINE OF THE HIGHWAY, 10.0 M (32.8 FT) EAST OF THE CENTER OF
 QN0434'ANDERSON ROAD, AND 6.1 M (20.0 FT) NORTH OF TELEPHONE JUNCTION BOX
 QN0434'NUMBER B19B100 AND A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD
 QN0434'THROUGH A 5-INCH LOGO CAP.
 QN0434'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 QN0434'THE MARK IS 1.2 M BELOW THE ROAD.
 QN0434
 QN0434                          STATION RECOVERY (2005)
 QN0434
 QN0434'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 QN0434'THIS STATION REQUIRES MAINTENANCE.  ADD-- THE STATION IS 1.0 M NORTH
 QN0434'AND 1.0 M SOUTH OF TWO WHITE PLASTIC WITNESS POSTS.  NOTE-- THE
 QN0434'ENCASEMENT IS FLUSH WITH THE GROUND AND LEANS 10 DEGREES TO THE
 QN0434'SOUTHWEST.  THE ROD APPEARS TO BE VERTICAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0410 ***********************************************************************
 QN0410  DESIGNATION -  G 225
 QN0410  PID         -  QN0410
 QN0410  STATE/COUNTY-  WI/PRICE
 QN0410  USGS QUAD   -  BIG BRIENS LAKE (1981)
 QN0410
 QN0410                         *CURRENT SURVEY CONTROL
 QN0410  ___________________________________________________________________
 QN0410* NAD 83(1986)-  45 33 12.     (N)    090 12 00.     (W)     SCALED    
 QN0410* NAVD 88     -       492.429  (meters)    1615.58   (feet)  ADJUSTED  
 QN0410  ___________________________________________________________________
 QN0410  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 QN0410  DYNAMIC HT  -         492.403 (meters)    1615.49  (feet)  COMP
 QN0410  MODELED GRAV-     980,546.7   (mgal)                       NAVD 88
 QN0410
 QN0410  VERT ORDER  -  FIRST     CLASS II
 QN0410
 QN0410.The horizontal coordinates were scaled from a topographic map and have
 QN0410.an estimated accuracy of +/- 6 seconds.
 QN0410
 QN0410.The orthometric height was determined by differential leveling
 QN0410.and adjusted by the National Geodetic Survey in June 1991..
 QN0410
 QN0410.The geoid height was determined by GEOID03.
 QN0410
 QN0410.The dynamic height is computed by dividing the NAVD 88
 QN0410.geopotential number by the normal gravity value computed on the
 QN0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0410.degrees latitude (g = 980.6199 gals.).
 QN0410
 QN0410.The modeled gravity was interpolated from observed gravity values.
 QN0410
 QN0410;                    North         East    Units  Estimated Accuracy
 QN0410;SPC WI N     -    43,000.      584,380.      MT  (+/- 180 meters Scaled)
 QN0410
 QN0410                          SUPERSEDED SURVEY CONTROL
 QN0410
 QN0410.No superseded survey control is available for this station.
 QN0410
 QN0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL185482(NAD 83)
 QN0410_MARKER: I = METAL ROD
 QN0410_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0410_SP_SET: STAINLESS STEEL ROD
 QN0410_STAMPING: G 225 1985
 QN0410_MARK LOGO: NGS   
 QN0410_PROJECTION: FLUSH
 QN0410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QN0410+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2003
 QN0410_ROD/PIPE-DEPTH: 4.9  meters
 QN0410
 QN0410  HISTORY     - Date     Condition        Report By
 QN0410  HISTORY     - 1985     MONUMENTED       NGS
 QN0410  HISTORY     - 20030904 GOOD             USPSQD
 QN0410
 QN0410                          STATION DESCRIPTION
 QN0410
 QN0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QN0410'7.1 KM (4.4 MI) EAST FROM PRENTICE.
 QN0410'7.1 KM (4.4 MI) EASTERLY ALONG U.S. HIGHWAY 8 FROM ITS JUNCTION WITH
 QN0410'COUNTY ROAD A IN PRENTICE, 27.2 M (89.2 FT) SOUTH OF THE CENTERLINE OF
 QN0410'THE HIGHWAY, AND 6.4 M (21.0 FT) EAST OF THE CENTER OF A DRIVEWAY.
 QN0410'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QN0410'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 QN0410'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 QN0410
 QN0410                          STATION RECOVERY (2003)
 QN0410
 QN0410'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 QN0410'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 0.1 MILE EAST
 QN0410'OF THE DRIVEWAY TO --W3193--, AT THE JUNCTION OF HIGHWAY 8 AND STIBS
 QN0410'ROAD.  NOTE-- THE DRIVEWAY DESCRIBED IN 1985 IS MORE LIKE A TRACK ROAD
 QN0410'TO THE SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0527 ***********************************************************************
 QM0527  DESIGNATION -  G 226
 QM0527  PID         -  QM0527
 QM0527  STATE/COUNTY-  WI/ONEIDA
 QM0527  USGS QUAD   -  MONICO (1965)
 QM0527
 QM0527                         *CURRENT SURVEY CONTROL
 QM0527  ___________________________________________________________________
 QM0527* NAD 83(1986)-  45 34 30.     (N)    089 08 40.     (W)     SCALED    
 QM0527* NAVD 88     -       493.005  (meters)    1617.47   (feet)  ADJUSTED  
 QM0527  ___________________________________________________________________
 QM0527  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 QM0527  DYNAMIC HT  -         492.971 (meters)    1617.36  (feet)  COMP
 QM0527  MODELED GRAV-     980,531.6   (mgal)                       NAVD 88
 QM0527
 QM0527  VERT ORDER  -  FIRST     CLASS II
 QM0527
 QM0527.The horizontal coordinates were scaled from a topographic map and have
 QM0527.an estimated accuracy of +/- 6 seconds.
 QM0527
 QM0527.The orthometric height was determined by differential leveling
 QM0527.and adjusted by the National Geodetic Survey in June 1991..
 QM0527
 QM0527.The geoid height was determined by GEOID03.
 QM0527
 QM0527.The dynamic height is computed by dividing the NAVD 88
 QM0527.geopotential number by the normal gravity value computed on the
 QM0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0527.degrees latitude (g = 980.6199 gals.).
 QM0527
 QM0527.The modeled gravity was interpolated from observed gravity values.
 QM0527
 QM0527;                    North         East    Units  Estimated Accuracy
 QM0527;SPC WI N     -    45,740.      666,780.      MT  (+/- 180 meters Scaled)
 QM0527
 QM0527                          SUPERSEDED SURVEY CONTROL
 QM0527
 QM0527.No superseded survey control is available for this station.
 QM0527
 QM0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR326490(NAD 83)
 QM0527_MARKER: DB = BENCH MARK DISK
 QM0527_SETTING: 66 = SET IN ROCK OUTCROP
 QM0527_SP_SET: ROCK OUTCROP
 QM0527_STAMPING: G 226 1985
 QM0527_MARK LOGO: NGS   
 QM0527_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QM0527+STABILITY: POSITION/ELEVATION WELL
 QM0527_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0527+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2005
 QM0527
 QM0527  HISTORY     - Date     Condition        Report By
 QM0527  HISTORY     - 1985     MONUMENTED       NGS
 QM0527  HISTORY     - 20021210 GOOD             USPSQD
 QM0527  HISTORY     - 20040326 GOOD             USPSQD
 QM0527  HISTORY     - 20050908 GOOD             WIDT
 QM0527
 QM0527                          STATION DESCRIPTION
 QM0527
 QM0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QM0527'23.6 KM (14.65 MI) EAST FROM RHINELANDER.
 QM0527'23.6 KM (14.65 MI) EASTERLY ALONG U.S. HIGHWAY 8 FROM ITS JUNCTION
 QM0527'WITH ONEIDA AVENUE IN RHINELANDER, IN THE CENTER OF THE NORTH END OF A
 QM0527'50 BY 150 FOOT EXPOSED AREA OF OUTCROPPING BEDROCK, 46.0 M (150.9 FT)
 QM0527'WEST OF THE CENTER OF COUNTY ROAD V, 18.2 M (59.7 FT) SOUTH OF THE
 QM0527'CENTERLINE OF THE HIGHWAY, 16.8 M (55.1 FT) WEST OF UTILITY POLE
 QM0527'NUMBER S46, AND 10.1 M (33.1 FT) EAST-SOUTHEAST OF TELEPHONE JUNCTION
 QM0527'BOX NUMBER 1 N 40.
 QM0527'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST
 QM0527'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 QM0527
 QM0527                          STATION RECOVERY (2002)
 QM0527
 QM0527'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 QM0527'RECOVERED IN GOOD CONDITION.  IT IS 6 INCHES WEST OF
 QM0527'A WITNESS POST.  TREES RESTRICT SATELLITE
 QM0527'OBSERVATIONS.
 QM0527
 QM0527                          STATION RECOVERY (2004)
 QM0527
 QM0527'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0527'RECOVERED IN GOOD CONDITION.
 QM0527
 QM0527                          STATION RECOVERY (2005)
 QM0527
 QM0527'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0527'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0811 ***********************************************************************
 PN0811  DESIGNATION -  G 227
 PN0811  PID         -  PN0811
 PN0811  STATE/COUNTY-  WI/OCONTO
 PN0811  USGS QUAD   -  GILLETT (1974)
 PN0811
 PN0811                         *CURRENT SURVEY CONTROL
 PN0811  ___________________________________________________________________
 PN0811* NAD 83(1986)-  44 53 45.     (N)    088 15 17.     (W)     SCALED    
 PN0811* NAVD 88     -       245.229  (meters)     804.56   (feet)  ADJUSTED  
 PN0811  ___________________________________________________________________
 PN0811  GEOID HEIGHT-         -36.16  (meters)                     GEOID03
 PN0811  DYNAMIC HT  -         245.201 (meters)     804.46  (feet)  COMP
 PN0811  MODELED GRAV-     980,499.6   (mgal)                       NAVD 88
 PN0811
 PN0811  VERT ORDER  -  FIRST     CLASS II
 PN0811
 PN0811.The horizontal coordinates were scaled from a topographic map and have
 PN0811.an estimated accuracy of +/- 6 seconds.
 PN0811
 PN0811.The orthometric height was determined by differential leveling
 PN0811.and adjusted by the National Geodetic Survey in June 1991..
 PN0811
 PN0811.The geoid height was determined by GEOID03.
 PN0811
 PN0811.The dynamic height is computed by dividing the NAVD 88
 PN0811.geopotential number by the normal gravity value computed on the
 PN0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0811.degrees latitude (g = 980.6199 gals.).
 PN0811
 PN0811.The modeled gravity was interpolated from observed gravity values.
 PN0811
 PN0811;                    North         East    Units  Estimated Accuracy
 PN0811;SPC WI C     -   119,550.      737,840.      MT  (+/- 180 meters Scaled)
 PN0811
 PN0811                          SUPERSEDED SURVEY CONTROL
 PN0811
 PN0811.No superseded survey control is available for this station.
 PN0811
 PN0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ009721(NAD 83)
 PN0811_MARKER: I = METAL ROD
 PN0811_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0811_SP_SET: STAINLESS STEEL ROD
 PN0811_STAMPING: G 227 1985
 PN0811_MARK LOGO: NGS   
 PN0811_PROJECTION: FLUSH
 PN0811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0811+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2005
 PN0811_ROD/PIPE-DEPTH: 18.3 meters
 PN0811
 PN0811  HISTORY     - Date     Condition        Report By
 PN0811  HISTORY     - 1985     MONUMENTED       NGS
 PN0811  HISTORY     - 19991112 GOOD             USPSQD
 PN0811  HISTORY     - 20040324 GOOD             USPSQD
 PN0811  HISTORY     - 20051129 GOOD             WIDT
 PN0811
 PN0811                          STATION DESCRIPTION
 PN0811
 PN0811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0811'3.9 KM (2.4 MI) SOUTH FROM GILLETT.
 PN0811'3.9 KM (2.4 MI) SOUTHERLY ALONG STATE HIGHWAY 32 FROM ITS JUNCTION
 PN0811'WITH STATE HIGHWAY 22 IN GILLETT, 0.6 KM (0.35 MI) WEST OF THE
 PN0811'INTERSECTION OF STATE HIGHWAY 22, 43.9 M (144.0 FT) WEST OF THE CENTER
 PN0811'O A FIELD ENTRANCE ROAD, 18.0 M (59.1 FT) SOUTH OF THE CENTERLINE OF
 PN0811'THE HIGHWAY, AND 0.9 M (3.0 FT) WEST OF UTILITY POLE NUMBER 70 6509.
 PN0811'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PN0811'THE MARK IS 0.2 METERS  E FROM  A WITNESS POST
 PN0811'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 PN0811
 PN0811                          STATION RECOVERY (1999)
 PN0811
 PN0811'RECOVERY NOTE BY US POWER SQUADRON 1999
 PN0811'RECOVERED IN GOOD CONDITION.
 PN0811
 PN0811                          STATION RECOVERY (2004)
 PN0811
 PN0811'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0811'RECOVERED IN GOOD CONDITION.
 PN0811
 PN0811                          STATION RECOVERY (2005)
 PN0811
 PN0811'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0811'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0832 ***********************************************************************
 PN0832  DESIGNATION -  G 228
 PN0832  PID         -  PN0832
 PN0832  STATE/COUNTY-  WI/BROWN
 PN0832  USGS QUAD   -  ONEIDA NORTH (1992)
 PN0832
 PN0832                         *CURRENT SURVEY CONTROL
 PN0832  ___________________________________________________________________
 PN0832* NAD 83(1986)-  44 34 28.     (N)    088 10 11.     (W)     SCALED    
 PN0832* NAVD 88     -       230.719  (meters)     756.95   (feet)  ADJUSTED  
 PN0832  ___________________________________________________________________
 PN0832  GEOID HEIGHT-         -36.17  (meters)                     GEOID03
 PN0832  DYNAMIC HT  -         230.690 (meters)     756.86  (feet)  COMP
 PN0832  MODELED GRAV-     980,490.7   (mgal)                       NAVD 88
 PN0832
 PN0832  VERT ORDER  -  FIRST     CLASS II
 PN0832
 PN0832.The horizontal coordinates were scaled from a topographic map and have
 PN0832.an estimated accuracy of +/- 6 seconds.
 PN0832
 PN0832.The orthometric height was determined by differential leveling
 PN0832.and adjusted by the National Geodetic Survey in June 1991..
 PN0832
 PN0832.The geoid height was determined by GEOID03.
 PN0832
 PN0832.The dynamic height is computed by dividing the NAVD 88
 PN0832.geopotential number by the normal gravity value computed on the
 PN0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0832.degrees latitude (g = 980.6199 gals.).
 PN0832
 PN0832.The modeled gravity was interpolated from observed gravity values.
 PN0832
 PN0832;                    North         East    Units  Estimated Accuracy
 PN0832;SPC WI C     -    83,990.      745,360.      MT  (+/- 180 meters Scaled)
 PN0832
 PN0832                          SUPERSEDED SURVEY CONTROL
 PN0832
 PN0832.No superseded survey control is available for this station.
 PN0832
 PN0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ071363(NAD 83)
 PN0832_MARKER: I = METAL ROD
 PN0832_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0832_SP_SET: STAINLESS STEEL ROD
 PN0832_STAMPING: G 228 1985
 PN0832_MARK LOGO: NGS   
 PN0832_PROJECTION: FLUSH
 PN0832_MAGNETIC: I = MARKER IS A STEEL ROD
 PN0832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0832_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0832+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 PN0832_ROD/PIPE-DEPTH: 15.8 meters
 PN0832
 PN0832  HISTORY     - Date     Condition        Report By
 PN0832  HISTORY     - 1985     MONUMENTED       NGS
 PN0832  HISTORY     - 19940523 GOOD             WI-009
 PN0832  HISTORY     - 20010331 GOOD             NGS
 PN0832  HISTORY     - 20021115 GOOD             USPSQD
 PN0832  HISTORY     - 20040325 GOOD             USPSQD
 PN0832  HISTORY     - 20050810 GOOD             WIDT
 PN0832
 PN0832                          STATION DESCRIPTION
 PN0832
 PN0832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0832'8.4 KM (5.2 MI) NW FROM GREEN BAY.
 PN0832'8.1 KM (5.05 MI) NORTHWESTERLY ALONG STATE HIGHWAY 32 FROM ITS
 PN0832'JUNCTION WITH U.S. HIGHWAY 41 IN GREEN BAY, THENCE 0.3 KM (0.2 MI)
 PN0832'WEST ALONG COUNTY ROAD VV, 11.6 M (38.1 FT) NORTH OF THE CENTERLINE OF
 PN0832'THE ROAD, 9.6 M (31.5 FT) EAST OF THE CENTER OF NORTH OVERLAND ROAD,
 PN0832'5.3 M (17.4 FT) SOUTHEAST OF THE EAST END OF AN 18-INCH PIPE CULVERT,
 PN0832'AND 1.2 M (3.9 FT) NORTH OF UTILITY POLE NUMBER 2419 2L1.
 PN0832'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PN0832'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST
 PN0832'THE MARK IS 0.5 M BELOW THE COUNTY ROAD.
 PN0832
 PN0832                          STATION RECOVERY (1994)
 PN0832
 PN0832'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0832'RECOVERED AS DESCRIBED.
 PN0832
 PN0832                          STATION RECOVERY (2001)
 PN0832
 PN0832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PN0832'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PN0832
 PN0832                          STATION RECOVERY (2002)
 PN0832
 PN0832'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0832'RECOVERED IN GOOD CONDITION.
 PN0832
 PN0832                          STATION RECOVERY (2004)
 PN0832
 PN0832'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN0832'RECOVERED IN GOOD CONDITION.
 PN0832
 PN0832                          STATION RECOVERY (2005)
 PN0832
 PN0832'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0832'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.6 M SOUTH OF A
 PN0832'BURIED TELEPHONE LINE WITNESS POST, 0.4 M NORTH OF AN ORANGE FIBER
 PN0832'OPTIC WITNESS SIGN, AND THE ROD IS 10 CM BELOW THE ACCESS COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0204 ***********************************************************************
 PN0204  DESIGNATION -  G 23
 PN0204  PID         -  PN0204
 PN0204  STATE/COUNTY-  WI/OUTAGAMIE
 PN0204  USGS QUAD   -  NEW LONDON (1992)
 PN0204
 PN0204                         *CURRENT SURVEY CONTROL
 PN0204  ___________________________________________________________________
 PN0204* NAD 83(1986)-  44 25 32.     (N)    088 44 16.     (W)     SCALED    
 PN0204* NAVD 88     -       236.381  (meters)     775.53   (feet)  ADJUSTED  
 PN0204  ___________________________________________________________________
 PN0204  GEOID HEIGHT-         -36.37  (meters)                     GEOID03
 PN0204  DYNAMIC HT  -         236.343 (meters)     775.40  (feet)  COMP
 PN0204  MODELED GRAV-     980,452.3   (mgal)                       NAVD 88
 PN0204
 PN0204  VERT ORDER  -  SECOND    CLASS 0
 PN0204
 PN0204.The horizontal coordinates were scaled from a topographic map and have
 PN0204.an estimated accuracy of +/- 6 seconds.
 PN0204
 PN0204.The orthometric height was determined by differential leveling
 PN0204.and adjusted by the National Geodetic Survey in June 1991..
 PN0204
 PN0204.The geoid height was determined by GEOID03.
 PN0204
 PN0204.The dynamic height is computed by dividing the NAVD 88
 PN0204.geopotential number by the normal gravity value computed on the
 PN0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0204.degrees latitude (g = 980.6199 gals.).
 PN0204
 PN0204.The modeled gravity was interpolated from observed gravity values.
 PN0204
 PN0204;                    North         East    Units  Estimated Accuracy
 PN0204;SPC WI C     -    66,590.      700,510.      MT  (+/- 180 meters Scaled)
 PN0204
 PN0204                          SUPERSEDED SURVEY CONTROL
 PN0204
 PN0204  NGVD 29 (??/??/92)  236.410  (m)          775.62   (f) ADJ UNCH    2 0
 PN0204
 PN0204.Superseded values are not recommended for survey control.
 PN0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0204.See file dsdata.txt to determine how the superseded data were derived.
 PN0204
 PN0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ616206(NAD 83)
 PN0204_MARKER: DB = BENCH MARK DISK
 PN0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0204+STABILITY: SURFACE MOTION
 PN0204
 PN0204  HISTORY     - Date     Condition        Report By
 PN0204  HISTORY     - UNK      MONUMENTED       CGS
 PN0204  HISTORY     - 1934     GOOD             NGS
 PN0204  HISTORY     - 1969     MARK NOT FOUND   USGS
 PN0204
 PN0204                          STATION DESCRIPTION
 PN0204
 PN0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PN0204'2.2 MI N FROM NEW LONDON.
 PN0204'2.25 MILES N. OF NEW LONDON STATION (C. AND N.W.) ALONG CHICAGO
 PN0204'AND NORTH-WESTERN RY., 1.8 MILES N. OF NEW LONDON JCT. (G.B. AND
 PN0204'W. R.R. CROSSING).  MARK IS AT FENCE, E. OF FARM BUILDINGS WITH
 PN0204'BRICK SILO TO E. OF BARN, 16 YDS. W. OF CENTERLINE OF TRACK,
 PN0204'8 YDS. S. OF CENTERLINE OF CATTLE CROSSING AND 47 YDS. S. OF
 PN0204'CONC. PIPE CULVERT 584.
 PN0204
 PN0204                          STATION RECOVERY (1969)
 PN0204
 PN0204'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 PN0204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0737 ***********************************************************************
 ON0737  DESIGNATION -  G 230
 ON0737  PID         -  ON0737
 ON0737  STATE/COUNTY-  WI/MONROE
 ON0737  USGS QUAD   -  SPARTA (1983)
 ON0737
 ON0737                         *CURRENT SURVEY CONTROL
 ON0737  ___________________________________________________________________
 ON0737* NAD 83(1986)-  43 58 19.     (N)    090 45 11.     (W)     SCALED    
 ON0737* NAVD 88     -       247.002  (meters)     810.37   (feet)  ADJUSTED  
 ON0737  ___________________________________________________________________
 ON0737  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 ON0737  DYNAMIC HT  -         246.953 (meters)     810.21  (feet)  COMP
 ON0737  MODELED GRAV-     980,415.8   (mgal)                       NAVD 88
 ON0737
 ON0737  VERT ORDER  -  FIRST     CLASS II
 ON0737
 ON0737.The horizontal coordinates were scaled from a topographic map and have
 ON0737.an estimated accuracy of +/- 6 seconds.
 ON0737
 ON0737.The orthometric height was determined by differential leveling
 ON0737.and adjusted by the National Geodetic Survey in June 1991..
 ON0737
 ON0737.The geoid height was determined by GEOID03.
 ON0737
 ON0737.The dynamic height is computed by dividing the NAVD 88
 ON0737.geopotential number by the normal gravity value computed on the
 ON0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0737.degrees latitude (g = 980.6199 gals.).
 ON0737
 ON0737.The modeled gravity was interpolated from observed gravity values.
 ON0737
 ON0737;                    North         East    Units  Estimated Accuracy
 ON0737;SPC WI S     -   219,340.      539,570.      MT  (+/- 180 meters Scaled)
 ON0737
 ON0737                          SUPERSEDED SURVEY CONTROL
 ON0737
 ON0737.No superseded survey control is available for this station.
 ON0737
 ON0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ802712(NAD 83)
 ON0737_MARKER: I = METAL ROD
 ON0737_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ON0737_SP_SET: STAINLESS STEEL ROD
 ON0737_STAMPING: G 230 1985
 ON0737_MARK LOGO: NGS   
 ON0737_PROJECTION: FLUSH
 ON0737_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0737_ROD/PIPE-DEPTH: 15.6 meters
 ON0737
 ON0737  HISTORY     - Date     Condition        Report By
 ON0737  HISTORY     - 1985     MONUMENTED       NGS
 ON0737  HISTORY     - 20030519 MARK NOT FOUND   USPSQD
 ON0737
 ON0737                          STATION DESCRIPTION
 ON0737
 ON0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ON0737'7.1 KM (4.4 MI) EAST FROM SPARTA.
 ON0737'7.1 KM (4.4 MI) EASTERLY ALONG STATE HIGHWAY 21 FROM ITS JUNCTION WITH
 ON0737'STATE HIGHWAY 16 IN SPARTA, 13.6 M (44.6 FT) SOUTHEAST OF THE
 ON0737'CENTERLINE OF THE HIGHWAY, 7.7 M (25.3 FT) NORTHEAST OF THE CENTER OF
 ON0737'WEST WINE DRIVE, AND 0.8 M (2.6 FT) EAST OF A UTILITY POLE WITH A GUY
 ON0737'WIRE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 ON0737'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 ON0737'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 ON0737
 ON0737                          STATION RECOVERY (2003)
 ON0737
 ON0737'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 ON0737'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0716 ***********************************************************************
 ON0716  DESIGNATION -  G 231
 ON0716  PID         -  ON0716
 ON0716  STATE/COUNTY-  WI/LA CROSSE
 ON0716  USGS QUAD   -  LA CROSSE (1993)
 ON0716
 ON0716                         *CURRENT SURVEY CONTROL
 ON0716  ___________________________________________________________________
 ON0716* NAD 83(1986)-  43 52 14.     (N)    091 08 09.     (W)     SCALED    
 ON0716* NAVD 88     -       214.490  (meters)     703.71   (feet)  ADJUSTED  
 ON0716  ___________________________________________________________________
 ON0716  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 ON0716  DYNAMIC HT  -         214.449 (meters)     703.57  (feet)  COMP
 ON0716  MODELED GRAV-     980,421.1   (mgal)                       NAVD 88
 ON0716
 ON0716  VERT ORDER  -  FIRST     CLASS II
 ON0716
 ON0716.The horizontal coordinates were scaled from a topographic map and have
 ON0716.an estimated accuracy of +/- 6 seconds.
 ON0716
 ON0716.The orthometric height was determined by differential leveling
 ON0716.and adjusted by the National Geodetic Survey in June 1991..
 ON0716
 ON0716.The geoid height was determined by GEOID03.
 ON0716
 ON0716.The dynamic height is computed by dividing the NAVD 88
 ON0716.geopotential number by the normal gravity value computed on the
 ON0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0716.degrees latitude (g = 980.6199 gals.).
 ON0716
 ON0716.The modeled gravity was interpolated from observed gravity values.
 ON0716
 ON0716;                    North         East    Units  Estimated Accuracy
 ON0716;SPC WI S     -   208,430.      508,710.      MT  (+/- 180 meters Scaled)
 ON0716
 ON0716                          SUPERSEDED SURVEY CONTROL
 ON0716
 ON0716.No superseded survey control is available for this station.
 ON0716
 ON0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ497591(NAD 83)
 ON0716_MARKER: DB = BENCH MARK DISK
 ON0716_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ON0716_SP_SET: BRIDGE ABUTMENT
 ON0716_STAMPING: G 231 1985
 ON0716_MARK LOGO: NGS   
 ON0716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0716
 ON0716  HISTORY     - Date     Condition        Report By
 ON0716  HISTORY     - 1985     MONUMENTED       NGS
 ON0716  HISTORY     - 20030519 MARK NOT FOUND   USPSQD
 ON0716
 ON0716                          STATION DESCRIPTION
 ON0716
 ON0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ON0716'15.3 KM (9.5 MI) EAST FROM LA CROSSE.
 ON0716'6.7 KM (4.15 MI) NORTH ALONG U.S. HIGHWAY 53 FROM ITS JUNCTION WITH
 ON0716'U.S. HIGHWAYS 14 AND 16 IN LA CROSSE, THENCE 8.6 KM (5.35 MI) EASTERLY
 ON0716'ALONG INTERSTATE HIGHWAY 90, IN TOP OF AND 0.4 M (1.3 FT) NORTH OF THE
 ON0716'SOUTH END OF THE WEST CONCRETE ABUTMENT OF THE HIGHWAY OVERPASS OF THE
 ON0716'CHICAGO, MILWAUKEE, ST PAUL, AND PACIFIC RAILROAD, 25.0 M (82.0 FT)
 ON0716'WEST OF THE NEAR RAIL, AND 7.1 M (23.3 FT) SOUTH OF THE CENTERLINE THE
 ON0716'EASTBOUND LANES OF THE HIGHWAY.
 ON0716'THE MARK IS 0.3 M ABOVE THE INTERSTATE HIGHWAY.
 ON0716
 ON0716                          STATION RECOVERY (2003)
 ON0716
 ON0716'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 ON0716'NOT FOUND.  COULD NOT GAIN ACCESS TO THE SITE.  THE STATION WAS NOT
 ON0716'VISIBLE FROM GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0400 ***********************************************************************
 QL0400  DESIGNATION -  G 24
 QL0400  PID         -  QL0400
 QL0400  STATE/COUNTY-  WI/MARINETTE
 QL0400  USGS QUAD   -  PEMBINE (1982)
 QL0400
 QL0400                         *CURRENT SURVEY CONTROL
 QL0400  ___________________________________________________________________
 QL0400* NAD 83(1986)-  45 38 09.     (N)    087 59 23.     (W)     SCALED    
 QL0400* NAVD 88     -       294.926  (meters)     967.60   (feet)  ADJUSTED  
 QL0400  ___________________________________________________________________
 QL0400  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 QL0400  DYNAMIC HT  -         294.914 (meters)     967.56  (feet)  COMP
 QL0400  MODELED GRAV-     980,565.7   (mgal)                       NAVD 88
 QL0400
 QL0400  VERT ORDER  -  SECOND    CLASS 0
 QL0400
 QL0400.The horizontal coordinates were scaled from a topographic map and have
 QL0400.an estimated accuracy of +/- 6 seconds.
 QL0400
 QL0400.The orthometric height was determined by differential leveling
 QL0400.and adjusted by the National Geodetic Survey in June 1991..
 QL0400
 QL0400.The geoid height was determined by GEOID03.
 QL0400
 QL0400.The dynamic height is computed by dividing the NAVD 88
 QL0400.geopotential number by the normal gravity value computed on the
 QL0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0400.degrees latitude (g = 980.6199 gals.).
 QL0400
 QL0400.The modeled gravity was interpolated from observed gravity values.
 QL0400
 QL0400;                    North         East    Units  Estimated Accuracy
 QL0400;SPC WI C     -   202,240.      756,730.      MT  (+/- 180 meters Scaled)
 QL0400
 QL0400                          SUPERSEDED SURVEY CONTROL
 QL0400
 QL0400  NGVD 29 (??/??/92)  294.931  (m)          967.62   (f) ADJ UNCH    2 0
 QL0400
 QL0400.Superseded values are not recommended for survey control.
 QL0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0400.See file dsdata.txt to determine how the superseded data were derived.
 QL0400
 QL0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR228540(NAD 83)
 QL0400_MARKER: DB = BENCH MARK DISK
 QL0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0400_STAMPING: G 24 1934
 QL0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0400+STABILITY: SURFACE MOTION
 QL0400
 QL0400  HISTORY     - Date     Condition        Report By
 QL0400  HISTORY     - 1934     MONUMENTED       CGS
 QL0400  HISTORY     - 1980     MARK NOT FOUND   USGS
 QL0400  HISTORY     - 19921005 MARK NOT FOUND   USPSQD
 QL0400  HISTORY     - 20051115 MARK NOT FOUND   WIDT
 QL0400
 QL0400                          STATION DESCRIPTION
 QL0400
 QL0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QL0400'AT PEMBINE.
 QL0400'AT PEMBINE, MARINETTE COUNTY, ON THE MINNEAPOLIS, ST. PAUL
 QL0400'AND SAULT STE. MARIE RAILROAD, 198 FEET EAST OF THE EAST LINE
 QL0400'OF THE STATION, 36 FEET SOUTH OF THE CENTERLINE OF THE MAIN
 QL0400'TRACK, 11 FEET SOUTH OF THE SOUTH RAIL OF A SIDE TRACK, AND
 QL0400'10 FEET EAST OF A POLE.  A STANDARD DISK, STAMPED G 24 1934
 QL0400'AND SET IN THE TOP OF A CONCRETE POST.
 QL0400
 QL0400                          STATION RECOVERY (1980)
 QL0400
 QL0400'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 QL0400'MARK NOT FOUND.
 QL0400
 QL0400                          STATION RECOVERY (1992)
 QL0400
 QL0400'RECOVERY NOTE BY US POWER SQUADRON 1992 (AEA)
 QL0400'MARK NOT FOUND.
 QL0400
 QL0400                          STATION RECOVERY (2005)
 QL0400
 QL0400'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QL0400'MARK NOT FOUND.   ADD THE APPROXIMATE LOCATION OF THE STATION FALLS IN
 QL0400'THE A DITCH THAT HAS BEEN REGRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0162 ***********************************************************************
 QM0162  DESIGNATION -  G 25
 QM0162  PID         -  QM0162
 QM0162  STATE/COUNTY-  WI/FOREST
 QM0162  USGS QUAD   -  NEWALD (1981)
 QM0162
 QM0162                         *CURRENT SURVEY CONTROL
 QM0162  ___________________________________________________________________
 QM0162* NAD 83(1986)-  45 39 06.     (N)    088 38 06.     (W)     SCALED    
 QM0162* NAVD 88     -       449.346  (meters)    1474.23   (feet)  ADJUSTED  
 QM0162  ___________________________________________________________________
 QM0162  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 QM0162  DYNAMIC HT  -         449.321 (meters)    1474.15  (feet)  COMP
 QM0162  MODELED GRAV-     980,546.6   (mgal)                       NAVD 88
 QM0162
 QM0162  VERT ORDER  -  SECOND    CLASS 0
 QM0162
 QM0162.The horizontal coordinates were scaled from a topographic map and have
 QM0162.an estimated accuracy of +/- 6 seconds.
 QM0162
 QM0162.The orthometric height was determined by differential leveling
 QM0162.and adjusted by the National Geodetic Survey in June 1991..
 QM0162
 QM0162.The geoid height was determined by GEOID03.
 QM0162
 QM0162.The dynamic height is computed by dividing the NAVD 88
 QM0162.geopotential number by the normal gravity value computed on the
 QM0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0162.degrees latitude (g = 980.6199 gals.).
 QM0162
 QM0162.The modeled gravity was interpolated from observed gravity values.
 QM0162
 QM0162;                    North         East    Units  Estimated Accuracy
 QM0162;SPC WI N     -    54,820.      706,390.      MT  (+/- 180 meters Scaled)
 QM0162
 QM0162                          SUPERSEDED SURVEY CONTROL
 QM0162
 QM0162  NGVD 29 (??/??/92)  449.336  (m)         1474.20   (f) ADJ UNCH    2 0
 QM0162
 QM0162.Superseded values are not recommended for survey control.
 QM0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0162.See file dsdata.txt to determine how the superseded data were derived.
 QM0162
 QM0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR726566(NAD 83)
 QM0162_MARKER: DB = BENCH MARK DISK
 QM0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0162_STAMPING: G 25 1934
 QM0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0162+STABILITY: SURFACE MOTION
 QM0162
 QM0162  HISTORY     - Date     Condition        Report By
 QM0162  HISTORY     - 1934     MONUMENTED       CGS
 QM0162  HISTORY     - 20051116 MARK NOT FOUND   WIDT
 QM0162
 QM0162                          STATION DESCRIPTION
 QM0162
 QM0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QM0162'0.2 MI W FROM CAVOUR.
 QM0162'0.2 MILE WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QM0162'MARIE RAILWAY FROM THE STATION AT CAVOUR, FOREST COUNTY, 54 FEET
 QM0162'NORTH OF THE CENTERLINE OF THE MAIN TRACK, 30 FEET EAST OF THE
 QM0162'CENTERLINE OF STATE HIGHWAY 139, AND 4 FEET SOUTHWEST OF A POLE.
 QM0162'A STANDARD DISK, STAMPED G 25 1934 AND SET IN THE TOP OF A
 QM0162'CONCRETE POST.
 QM0162
 QM0162                          STATION RECOVERY (2005)
 QM0162
 QM0162'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0162'MARK NOT FOUND.  THE APPROXIMATE LOCATION FALLS IN A DITCH CENTERLINE
 QM0162'NEAR A CULVERT THAT RUNS UNDER COUNTY HIGHWAY G. NO EVIDENCE OF THE
 QM0162'STATION WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0382 ***********************************************************************
 QL0382  DESIGNATION -  G 26
 QL0382  PID         -  QL0382
 QL0382  STATE/COUNTY-  WI/MARINETTE
 QL0382  USGS QUAD   -  AMBERG (1982)
 QL0382
 QL0382                         *CURRENT SURVEY CONTROL
 QL0382  ___________________________________________________________________
 QL0382* NAD 83(1986)-  45 36 03.     (N)    087 59 48.     (W)     SCALED    
 QL0382* NAVD 88     -       292.404  (meters)     959.33   (feet)  ADJUSTED  
 QL0382  ___________________________________________________________________
 QL0382  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 QL0382  DYNAMIC HT  -         292.390 (meters)     959.28  (feet)  COMP
 QL0382  MODELED GRAV-     980,560.1   (mgal)                       NAVD 88
 QL0382
 QL0382  VERT ORDER  -  SECOND    CLASS 0
 QL0382
 QL0382.The horizontal coordinates were scaled from a topographic map and have
 QL0382.an estimated accuracy of +/- 6 seconds.
 QL0382
 QL0382.The orthometric height was determined by differential leveling
 QL0382.and adjusted by the National Geodetic Survey in June 1991..
 QL0382
 QL0382.The geoid height was determined by GEOID03.
 QL0382
 QL0382.The dynamic height is computed by dividing the NAVD 88
 QL0382.geopotential number by the normal gravity value computed on the
 QL0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0382.degrees latitude (g = 980.6199 gals.).
 QL0382
 QL0382.The modeled gravity was interpolated from observed gravity values.
 QL0382
 QL0382;                    North         East    Units  Estimated Accuracy
 QL0382;SPC WI C     -   198,340.      756,280.      MT  (+/- 180 meters Scaled)
 QL0382
 QL0382                          SUPERSEDED SURVEY CONTROL
 QL0382
 QL0382  NGVD 29 (??/??/92)  292.409  (m)          959.35   (f) ADJ UNCH    2 0
 QL0382
 QL0382.Superseded values are not recommended for survey control.
 QL0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0382.See file dsdata.txt to determine how the superseded data were derived.
 QL0382
 QL0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR222501(NAD 83)
 QL0382_MARKER: DB = BENCH MARK DISK
 QL0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0382_STAMPING: G 26 1934
 QL0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0382+STABILITY: SURFACE MOTION
 QL0382
 QL0382  HISTORY     - Date     Condition        Report By
 QL0382  HISTORY     - 1934     MONUMENTED       CGS
 QL0382  HISTORY     - 20040423 MARK NOT FOUND   GEOCAC
 QL0382  HISTORY     - 20051128 MARK NOT FOUND   WIDT
 QL0382
 QL0382                          STATION DESCRIPTION
 QL0382
 QL0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QL0382'2.4 MI S FROM PEMBINE.
 QL0382'2.4 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QL0382'PACIFIC RAILROAD FROM THE STATION AT PEMBINE, MARINETTE COUNTY,
 QL0382'22 FEET SOUTH OF MILEPOST 275, 130 FEET SOUTH OF A ROAD CROSSING,
 QL0382'AND 18 FEET EAST OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD
 QL0382'DISK, STAMPED G 26 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QL0382
 QL0382                          STATION RECOVERY (2004)
 QL0382
 QL0382'RECOVERY NOTE BY GEOCACHING 2004 (RFC)
 QL0382'MARK NOT FOUND.
 QL0382
 QL0382                          STATION RECOVERY (2005)
 QL0382
 QL0382'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QL0382'MARK NOT FOUND.   ADD RECOVERED THE MILEPOST AND THE ROAD CROSSING,
 QL0382'BUT NO EVIDENCE OF THE STATION WAS RECOVERED AT THE PUBLISHED
 QL0382'DISTANCES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0320 ***********************************************************************
 QM0320  DESIGNATION -  G 29
 QM0320  PID         -  QM0320
 QM0320  STATE/COUNTY-  WI/LANGLADE
 QM0320  USGS QUAD   -  ELCHO (1973)
 QM0320
 QM0320                         *CURRENT SURVEY CONTROL
 QM0320  ___________________________________________________________________
 QM0320* NAD 83(1986)-  45 27 14.     (N)    089 09 17.     (W)     SCALED    
 QM0320* NAVD 88     -       485.119  (meters)    1591.59   (feet)  ADJUSTED  
 QM0320  ___________________________________________________________________
 QM0320  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 QM0320  DYNAMIC HT  -         485.070 (meters)    1591.43  (feet)  COMP
 QM0320  MODELED GRAV-     980,499.2   (mgal)                       NAVD 88
 QM0320
 QM0320  VERT ORDER  -  SECOND    CLASS 0
 QM0320
 QM0320.The horizontal coordinates were scaled from a topographic map and have
 QM0320.an estimated accuracy of +/- 6 seconds.
 QM0320
 QM0320.The orthometric height was determined by differential leveling
 QM0320.and adjusted by the National Geodetic Survey in June 1991..
 QM0320
 QM0320.The geoid height was determined by GEOID03.
 QM0320
 QM0320.The dynamic height is computed by dividing the NAVD 88
 QM0320.geopotential number by the normal gravity value computed on the
 QM0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0320.degrees latitude (g = 980.6199 gals.).
 QM0320
 QM0320.The modeled gravity was interpolated from observed gravity values.
 QM0320
 QM0320;                    North         East    Units  Estimated Accuracy
 QM0320;SPC WI C     -   180,430.      666,120.      MT  (+/- 180 meters Scaled)
 QM0320
 QM0320                          SUPERSEDED SURVEY CONTROL
 QM0320
 QM0320  NGVD 29 (??/??/92)  485.102  (m)         1591.54   (f) ADJ UNCH    2 0
 QM0320
 QM0320.Superseded values are not recommended for survey control.
 QM0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0320.See file dsdata.txt to determine how the superseded data were derived.
 QM0320
 QM0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR315356(NAD 83)
 QM0320_MARKER: DB = BENCH MARK DISK
 QM0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0320+STABILITY: SURFACE MOTION
 QM0320
 QM0320  HISTORY     - Date     Condition        Report By
 QM0320  HISTORY     - UNK      MONUMENTED       CGS
 QM0320  HISTORY     - 1934     GOOD             NGS
 QM0320  HISTORY     - 20050907 POOR             WIDT
 QM0320
 QM0320                          STATION DESCRIPTION
 QM0320
 QM0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QM0320'2.2 MI N FROM ELCHO.
 QM0320'2.2 MILES N. OF ELCHO ALONG CHICAGO AND NORTH WESTERN RY., 0.1
 QM0320'MILE S. OF MP 231 AND 150 YDS. S. OF SPUR SWITCH.  MARK IS
 QM0320'7 YDS. E. OF CENTER LINE OF MAIN TRACK AND 5 YDS. W. OF CENTER
 QM0320'LINE OF SPUR TRACK.
 QM0320
 QM0320                          STATION RECOVERY (2005)
 QM0320
 QM0320'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0320'RECOVERED IN POOR CONDITION. -ADD-THE STATION IS 0.3 M WEST OF AN
 QM0320'ORANGE FIBERGLASS WITNESS POST, AND PROTRUDES 0.91 M ABOVE GROUND.
 QM0320'-WARNING-ITS APPEARANT THAT FROST AND THE NEAR BY PINE TREES HAVE
 QM0320'HEAVED THE MONUMENT, IT IS ALSO TIPPED ABOUT 20 DEGREES TO THE SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0010 ***********************************************************************
 NH0010  DESIGNATION -  G 3
 NH0010  PID         -  NH0010
 NH0010  STATE/COUNTY-  WI/RACINE
 NH0010  USGS QUAD   -  UNION GROVE (1971)
 NH0010
 NH0010                         *CURRENT SURVEY CONTROL
 NH0010  ___________________________________________________________________
 NH0010* NAD 83(1986)-  42 41 02.     (N)    088 05 27.     (W)     SCALED    
 NH0010* NAVD 88     -       255.151  (meters)     837.11   (feet)  ADJUSTED  
 NH0010  ___________________________________________________________________
 NH0010  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 NH0010  DYNAMIC HT  -         255.075 (meters)     836.86  (feet)  COMP
 NH0010  MODELED GRAV-     980,317.1   (mgal)                       NAVD 88
 NH0010
 NH0010  VERT ORDER  -  SECOND    CLASS I
 NH0010
 NH0010.The horizontal coordinates were scaled from a topographic map and have
 NH0010.an estimated accuracy of +/- 6 seconds.
 NH0010
 NH0010.The orthometric height was determined by differential leveling
 NH0010.and adjusted by the National Geodetic Survey in February 2004..
 NH0010
 NH0010.The geoid height was determined by GEOID03.
 NH0010
 NH0010.The dynamic height is computed by dividing the NAVD 88
 NH0010.geopotential number by the normal gravity value computed on the
 NH0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0010.degrees latitude (g = 980.6199 gals.).
 NH0010
 NH0010.The modeled gravity was interpolated from observed gravity values.
 NH0010
 NH0010;                    North         East    Units  Estimated Accuracy
 NH0010;SPC WI S     -    77,770.      756,460.      MT  (+/- 180 meters Scaled)
 NH0010
 NH0010                          SUPERSEDED SURVEY CONTROL
 NH0010
 NH0010  NAVD 88 (06/15/91)  255.124  (m)          837.02   (f) UNKNOWN     1 2
 NH0010  NGVD 29 (??/??/92)  255.200  (m)          837.27   (f) ADJ UNCH    1 2
 NH0010
 NH0010.Superseded values are not recommended for survey control.
 NH0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0010.See file dsdata.txt to determine how the superseded data were derived.
 NH0010
 NH0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN106262(NAD 83)
 NH0010_MARKER: DB = BENCH MARK DISK
 NH0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0010_STAMPING: 837.269 G 3 1930
 NH0010_MARK LOGO: CGS   
 NH0010_PROJECTION: PROJECTING 13 CENTIMETERS
 NH0010_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NH0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0010+STABILITY: SURFACE MOTION
 NH0010_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NH0010+SATELLITE: SATELLITE OBSERVATIONS - 2001
 NH0010
 NH0010  HISTORY     - Date     Condition        Report By
 NH0010  HISTORY     - 1930     MONUMENTED       CGS
 NH0010  HISTORY     - 1934     GOOD             NGS
 NH0010  HISTORY     - 2001     GOOD             WIDT
 NH0010
 NH0010                          STATION DESCRIPTION
 NH0010
 NH0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NH0010'1.9 MI W FROM UNION GROVE.
 NH0010'1.9 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 NH0010'RAILROAD FROM UNION GROVE, RACINE COUNTY, ABOUT 205 YARDS WEST
 NH0010'OF AN OVERHEAD CROSSING, 25 FEET WEST OF A ROAD CROSSING, AND
 NH0010'27.6 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD DISK STAMPED
 NH0010'837.269 G 3 1930 AND SET IN THE TOP OF A CONCRETE POST.
 NH0010
 NH0010                          STATION RECOVERY (2001)
 NH0010
 NH0010'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 NH0010'THE STATION IS LOCATED ABOUT 26 KM SOUTHWEST OF RACINE AND ABOUT 3 KM
 NH0010'WEST OF UNION GROVE.  OWNERSHIP--CANADIAN PACIFIC RAILWAY.  TO REACH
 NH0010'THE STATION FROM THE JUNCTION OF STATE HIGHWAY 11 (DURAND AVENUE)
 NH0010'WITH STATE HIGHWAY 75 (BEAUMONT AVENUE) IN THE COMMUNITY OF
 NH0010'KANSASVILLE, GO EAST ON STATE HIGHWAY 11 (DURAND AVENUE) TO COUNTY
 NH0010'HIGHWAY C ON THE LEFT, CONTINUE EAST ON STATE HIGHWAY 11 FOR O.2 KM
 NH0010'TO THE RAILROAD TRACKS AND STATION ON THE RIGHT.  THE STATION IS A
 NH0010'BRONZE US COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP OF
 NH0010'A 33-CM SQUARE CONCRETE POST AND ABOUT LEVEL WITH A PRIVATE DRIVE.
 NH0010'THE STATION IS 174 M WEST OF THE CENTERLINE OF THE RAILROAD CROSSING
 NH0010'AND STATE HIGHWAY 11, 15.8 M SOUTHWEST OF A WOOD POST FOR A
 NH0010'--RAILROAD CROSSING-- SIGN, 8.4 M SOUTH OF THE SOUTH RAIL, 8 M WEST
 NH0010'OF THE CENTERLINE OF A PRIVATE ENTRANCE, AND 1.5 M NORTHWEST OF A
 NH0010'POWER POLE.  ---NOTE---THE STATION IS 0.4 M FROM A WHITE PLASTIC
 NH0010'WITNESS POST.  ---NOTE2---THIS STATION IS NOT SUITABLE FOR GPS DUE TO
 NH0010'TREES OVERHANGING THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL0953 ***********************************************************************
 RL0953  DESIGNATION -  G 31
 RL0953  PID         -  RL0953
 RL0953  STATE/COUNTY-  WI/VILAS
 RL0953  USGS QUAD   -  STORMY LAKE (1982)
 RL0953
 RL0953                         *CURRENT SURVEY CONTROL
 RL0953  ___________________________________________________________________
 RL0953* NAD 83(1986)-  46 03 24.     (N)    089 15 25.     (W)     SCALED    
 RL0953* NAVD 88     -       505.628  (meters)    1658.88   (feet)  ADJUSTED  
 RL0953  ___________________________________________________________________
 RL0953  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 RL0953  DYNAMIC HT  -         505.620 (meters)    1658.85  (feet)  COMP
 RL0953  MODELED GRAV-     980,583.9   (mgal)                       NAVD 88
 RL0953
 RL0953  VERT ORDER  -  SECOND    CLASS 0
 RL0953
 RL0953.The horizontal coordinates were scaled from a topographic map and have
 RL0953.an estimated accuracy of +/- 6 seconds.
 RL0953
 RL0953.The orthometric height was determined by differential leveling
 RL0953.and adjusted by the National Geodetic Survey in June 1991..
 RL0953
 RL0953.The geoid height was determined by GEOID03.
 RL0953
 RL0953.The dynamic height is computed by dividing the NAVD 88
 RL0953.geopotential number by the normal gravity value computed on the
 RL0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0953.degrees latitude (g = 980.6199 gals.).
 RL0953
 RL0953.The modeled gravity was interpolated from observed gravity values.
 RL0953
 RL0953;                    North         East    Units  Estimated Accuracy
 RL0953;SPC WI N     -    99,190.      657,500.      MT  (+/- 180 meters Scaled)
 RL0953
 RL0953                          SUPERSEDED SURVEY CONTROL
 RL0953
 RL0953  NGVD 29 (??/??/92)  505.636  (m)         1658.91   (f) ADJ UNCH    2 0
 RL0953
 RL0953.Superseded values are not recommended for survey control.
 RL0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0953.See file dsdata.txt to determine how the superseded data were derived.
 RL0953
 RL0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS254028(NAD 83)
 RL0953_MARKER: DB = BENCH MARK DISK
 RL0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0953_STAMPING: G 31 1934
 RL0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0953+STABILITY: SURFACE MOTION
 RL0953
 RL0953  HISTORY     - Date     Condition        Report By
 RL0953  HISTORY     - 1934     MONUMENTED       CGS
 RL0953  HISTORY     - 19960620 MARK NOT FOUND   USPSQD
 RL0953  HISTORY     - 20010619 MARK NOT FOUND   USPSQD
 RL0953  HISTORY     - 20051005 MARK NOT FOUND   WIDT
 RL0953
 RL0953                          STATION DESCRIPTION
 RL0953
 RL0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL0953'AT CONOVER.
 RL0953'AT CONOVER, VILAS COUNTY, ON THE CHICAGO AND NORTH WESTERN
 RL0953'RAILWAY, 35 FEET NORTH OF THE NORTH EDGE OF THE STATION, 17 FEET
 RL0953'EAST OF THE CENTERLINE OF THE TRACK, AND IN THE NORTH END OF
 RL0953'THE RAILWAY PARK.  A STANDARD DISK, STAMPED G 31 1934 AND SET
 RL0953'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 RL0953
 RL0953                          STATION RECOVERY (1996)
 RL0953
 RL0953'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0953'MARK NOT FOUND.
 RL0953
 RL0953                          STATION RECOVERY (2001)
 RL0953
 RL0953'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0953'MARK NOT FOUND.
 RL0953
 RL0953                          STATION RECOVERY (2005)
 RL0953
 RL0953'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL0953'MARK NOT FOUND, ADD--SEARCHED AREA EAST OF THE OLD RAIL BED FOR
 RL0953'EVIDENCE OF STATION BUT RECOVERED NOHTING.   NOTE THE TRACKS AND
 RL0953'STATION HAVE BEEN REMOVED, THE OLD RAIL BED IS NOW A SNOWMOBILE AND
 RL0953'ATV TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0373 ***********************************************************************
 QM0373  DESIGNATION -  G 32
 QM0373  PID         -  QM0373
 QM0373  STATE/COUNTY-  WI/LINCOLN
 QM0373  USGS QUAD   -  MERRILL (1982)
 QM0373
 QM0373                         *CURRENT SURVEY CONTROL
 QM0373  ___________________________________________________________________
 QM0373* NAD 83(1986)-  45 10 52.     (N)    089 41 56.     (W)     SCALED    
 QM0373* NAVD 88     -       384.959  (meters)    1262.99   (feet)  ADJUSTED  
 QM0373  ___________________________________________________________________
 QM0373  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 QM0373  DYNAMIC HT  -         384.919 (meters)    1262.86  (feet)  COMP
 QM0373  MODELED GRAV-     980,499.4   (mgal)                       NAVD 88
 QM0373
 QM0373  VERT ORDER  -  SECOND    CLASS 0
 QM0373
 QM0373.The horizontal coordinates were scaled from a topographic map and have
 QM0373.an estimated accuracy of +/- 6 seconds.
 QM0373
 QM0373.The orthometric height was determined by differential leveling
 QM0373.and adjusted by the National Geodetic Survey in June 1991..
 QM0373
 QM0373.The geoid height was determined by GEOID03.
 QM0373
 QM0373.The dynamic height is computed by dividing the NAVD 88
 QM0373.geopotential number by the normal gravity value computed on the
 QM0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0373.degrees latitude (g = 980.6199 gals.).
 QM0373
 QM0373.The modeled gravity was interpolated from observed gravity values.
 QM0373
 QM0373;                    North         East    Units  Estimated Accuracy
 QM0373;SPC WI C     -   149,810.      623,670.      MT  (+/- 180 meters Scaled)
 QM0373
 QM0373                          SUPERSEDED SURVEY CONTROL
 QM0373
 QM0373  NGVD 29 (??/??/92)  384.965  (m)         1263.01   (f) ADJ UNCH    2 0
 QM0373
 QM0373.Superseded values are not recommended for survey control.
 QM0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0373.See file dsdata.txt to determine how the superseded data were derived.
 QM0373
 QM0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR879066(NAD 83)
 QM0373_MARKER: DB = BENCH MARK DISK
 QM0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0373+STABILITY: SURFACE MOTION
 QM0373
 QM0373  HISTORY     - Date     Condition        Report By
 QM0373  HISTORY     - UNK      MONUMENTED       CGS
 QM0373  HISTORY     - 1934     GOOD             NGS
 QM0373  HISTORY     - 1950     POOR             USGS
 QM0373  HISTORY     - 20011006 MARK NOT FOUND   USPSQD
 QM0373
 QM0373                          STATION DESCRIPTION
 QM0373
 QM0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QM0373'IN MERRILL.
 QM0373'IN THE HIGH SCHOOL YARD, 75 FEET WEST OF WEST CURB OF POLK
 QM0373'STREET, 75 FEET SOUTH OF WALK TO NORTH EAST ENTRANCE TO THE
 QM0373'SCHOOL BUILDING, BY THE SUN DIAL BETWEEN THE OLD AND THE NEW
 QM0373'PARTS OF THE BUILDING, 5 IN ABOVE THE GROUND.
 QM0373
 QM0373                          STATION RECOVERY (1950)
 QM0373
 QM0373'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 QM0373'MARK RECOVERED IN POOR CONDITION.
 QM0373
 QM0373                          STATION RECOVERY (2001)
 QM0373
 QM0373'RECOVERY NOTE BY US POWER SQUADRON 2001 (DS)
 QM0373'HIGH SCHOOL IS NOW PRAIRE RIVER MIDDLE SCHOOL. SUN DIAL NO LONGER
 QM0373'EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0379 ***********************************************************************
 QM0379  DESIGNATION -  G 33
 QM0379  PID         -  QM0379
 QM0379  STATE/COUNTY-  WI/LINCOLN
 QM0379  USGS QUAD   -  ALEXANDER LAKE (1978)
 QM0379
 QM0379                         *CURRENT SURVEY CONTROL
 QM0379  ___________________________________________________________________
 QM0379* NAD 83(1986)-  45 08 56.     (N)    089 51 29.     (W)     SCALED    
 QM0379* NAVD 88     -       427.623  (meters)    1402.96   (feet)  ADJUSTED  
 QM0379  ___________________________________________________________________
 QM0379  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 QM0379  DYNAMIC HT  -         427.574 (meters)    1402.80  (feet)  COMP
 QM0379  MODELED GRAV-     980,489.7   (mgal)                       NAVD 88
 QM0379
 QM0379  VERT ORDER  -  SECOND    CLASS 0
 QM0379
 QM0379.The horizontal coordinates were scaled from a topographic map and have
 QM0379.an estimated accuracy of +/- 6 seconds.
 QM0379
 QM0379.The orthometric height was determined by differential leveling
 QM0379.and adjusted by the National Geodetic Survey in June 1991..
 QM0379
 QM0379.The geoid height was determined by GEOID03.
 QM0379
 QM0379.The dynamic height is computed by dividing the NAVD 88
 QM0379.geopotential number by the normal gravity value computed on the
 QM0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0379.degrees latitude (g = 980.6199 gals.).
 QM0379
 QM0379.The modeled gravity was interpolated from observed gravity values.
 QM0379
 QM0379;                    North         East    Units  Estimated Accuracy
 QM0379;SPC WI C     -   146,190.      611,160.      MT  (+/- 180 meters Scaled)
 QM0379
 QM0379                          SUPERSEDED SURVEY CONTROL
 QM0379
 QM0379  NGVD 29 (??/??/92)  427.622  (m)         1402.96   (f) ADJ UNCH    2 0
 QM0379
 QM0379.Superseded values are not recommended for survey control.
 QM0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0379.See file dsdata.txt to determine how the superseded data were derived.
 QM0379
 QM0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR753034(NAD 83)
 QM0379_MARKER: DB = BENCH MARK DISK
 QM0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0379+STABILITY: SURFACE MOTION
 QM0379
 QM0379  HISTORY     - Date     Condition        Report By
 QM0379  HISTORY     - UNK      MONUMENTED       CGS
 QM0379  HISTORY     - 1934     GOOD             NGS
 QM0379
 QM0379                          STATION DESCRIPTION
 QM0379
 QM0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QM0379'2 MI SW FROM CORNING.
 QM0379'2 MILES SOUTHWEST ALONG STATE HIGHWAY 64, 30 FEET SOUTH OF
 QM0379'CENTER OF HIGWAY, 27 FEET WEST OF CROSS ROADS, IN THE NORTHEAST
 QM0379'CORNER OF A FIELD, 8 IN ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0009 ***********************************************************************
 PO0009  DESIGNATION -  G 34
 PO0009  PID         -  PO0009
 PO0009  STATE/COUNTY-  WI/CLARK
 PO0009  USGS QUAD   -  ABBOTSFORD (1981)
 PO0009
 PO0009                         *CURRENT SURVEY CONTROL
 PO0009  ___________________________________________________________________
 PO0009* NAD 83(1986)-  44 52 49.     (N)    090 18 56.     (W)     SCALED    
 PO0009* NAVD 88     -       405.436  (meters)    1330.17   (feet)  ADJUSTED  
 PO0009  ___________________________________________________________________
 PO0009  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 PO0009  DYNAMIC HT  -         405.377 (meters)    1329.97  (feet)  COMP
 PO0009  MODELED GRAV-     980,460.4   (mgal)                       NAVD 88
 PO0009
 PO0009  VERT ORDER  -  SECOND    CLASS 0
 PO0009
 PO0009.The horizontal coordinates were scaled from a topographic map and have
 PO0009.an estimated accuracy of +/- 6 seconds.
 PO0009
 PO0009.The orthometric height was determined by differential leveling
 PO0009.and adjusted by the National Geodetic Survey in June 1991..
 PO0009
 PO0009.The geoid height was determined by GEOID03.
 PO0009
 PO0009.The dynamic height is computed by dividing the NAVD 88
 PO0009.geopotential number by the normal gravity value computed on the
 PO0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0009.degrees latitude (g = 980.6199 gals.).
 PO0009
 PO0009.The modeled gravity was interpolated from observed gravity values.
 PO0009
 PO0009;                    North         East    Units  Estimated Accuracy
 PO0009;SPC WI C     -   116,380.      575,070.      MT  (+/- 180 meters Scaled)
 PO0009
 PO0009                          SUPERSEDED SURVEY CONTROL
 PO0009
 PO0009  NGVD 29 (??/??/92)  405.438  (m)         1330.17   (f) ADJ UNCH    2 0
 PO0009
 PO0009.Superseded values are not recommended for survey control.
 PO0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0009.See file dsdata.txt to determine how the superseded data were derived.
 PO0009
 PO0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK120731(NAD 83)
 PO0009_MARKER: DB = BENCH MARK DISK
 PO0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0009_STAMPING: G 34 1934
 PO0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0009+STABILITY: SURFACE MOTION
 PO0009
 PO0009  HISTORY     - Date     Condition        Report By
 PO0009  HISTORY     - 1934     MONUMENTED       CGS
 PO0009  HISTORY     - 1956     MARK NOT FOUND   NGS
 PO0009  HISTORY     - 1980     MARK NOT FOUND
 PO0009
 PO0009                          STATION DESCRIPTION
 PO0009
 PO0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 PO0009'1.4 MI S FROM COLBY.
 PO0009'1.4 MILES SOUTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 PO0009'MARIE RAILWAY FROM COLBY, CLARK COUNTY, ABOUT 0.2 MILE SOUTH
 PO0009'OF MILEPOST 298, ABOUT 45 FEET SOUTHEAST OF A PRIVATE ROAD
 PO0009'CROSSING, AND 31 FEET WEST OF THE TRACK.  A STANDARD DISK,
 PO0009'STAMPED G 34 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PO0009'NOTE-- NO PRIVATE ROAD CROSSINGS IN THE VICINITY OF MP 298.
 PO0009
 PO0009                          STATION RECOVERY (1980)
 PO0009
 PO0009'RECOVERED 1980
 PO0009'ORIGINAL DESCRIPTION OF MILE POST & MILEAGE FROM COLBY STATED AS 1.4
 PO0009'MILE, CONFLICT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0057 ***********************************************************************
 PO0057  DESIGNATION -  G 35
 PO0057  PID         -  PO0057
 PO0057  STATE/COUNTY-  WI/MARATHON
 PO0057  USGS QUAD   -  MARSHFIELD (1979)
 PO0057
 PO0057                         *CURRENT SURVEY CONTROL
 PO0057  ___________________________________________________________________
 PO0057* NAD 83(1986)-  44 44 38.     (N)    090 09 34.     (W)     SCALED    
 PO0057* NAVD 88     -       389.211  (meters)    1276.94   (feet)  ADJUSTED  
 PO0057  ___________________________________________________________________
 PO0057  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 PO0057  DYNAMIC HT  -         389.151 (meters)    1276.74  (feet)  COMP
 PO0057  MODELED GRAV-     980,453.2   (mgal)                       NAVD 88
 PO0057
 PO0057  VERT ORDER  -  SECOND    CLASS 0
 PO0057
 PO0057.The horizontal coordinates were scaled from a topographic map and have
 PO0057.an estimated accuracy of +/- 6 seconds.
 PO0057
 PO0057.The orthometric height was determined by differential leveling
 PO0057.and adjusted by the National Geodetic Survey in June 1991..
 PO0057
 PO0057.The geoid height was determined by GEOID03.
 PO0057
 PO0057.The dynamic height is computed by dividing the NAVD 88
 PO0057.geopotential number by the normal gravity value computed on the
 PO0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0057.degrees latitude (g = 980.6199 gals.).
 PO0057
 PO0057.The modeled gravity was interpolated from observed gravity values.
 PO0057
 PO0057;                    North         East    Units  Estimated Accuracy
 PO0057;SPC WI C     -   101,190.      587,370.      MT  (+/- 180 meters Scaled)
 PO0057
 PO0057                          SUPERSEDED SURVEY CONTROL
 PO0057
 PO0057  NGVD 29 (??/??/92)  389.225  (m)         1276.98   (f) ADJ UNCH    2 0
 PO0057
 PO0057.Superseded values are not recommended for survey control.
 PO0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0057.See file dsdata.txt to determine how the superseded data were derived.
 PO0057
 PO0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK248584(NAD 83)
 PO0057_MARKER: DB = BENCH MARK DISK
 PO0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0057_STAMPING: G 35 1934
 PO0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0057+STABILITY: SURFACE MOTION
 PO0057
 PO0057  HISTORY     - Date     Condition        Report By
 PO0057  HISTORY     - 1934     MONUMENTED       CGS
 PO0057  HISTORY     - 1962     MARK NOT FOUND   USGS
 PO0057  HISTORY     - 1982     MARK NOT FOUND   NGS
 PO0057
 PO0057                          STATION DESCRIPTION
 PO0057
 PO0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PO0057'6.6 MI N FROM MARSHFIELD.
 PO0057'IN MARATHON COUNTY, ABOUT 6.6 MILES NORTH ALONG THE CHICAGO
 PO0057'AND NORTH WESTERN RAILWAY FROM MARSHFIELD, WOOD COUNTY, ABOUT
 PO0057'200 FEET NORTH OF THE STATION AT MC MILLAN, MARATHON COUNTY,
 PO0057'ABOUT 9 RAILS NORTH OF MILEPOST D 57, AND 17 FEET EAST OF THE
 PO0057'CENTER LINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED G 35
 PO0057'1934 AND SET IN THE TOP OF A CONCRETE POST.
 PO0057
 PO0057                          STATION RECOVERY (1962)
 PO0057
 PO0057'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 PO0057'MARK NOT FOUND.
 PO0057
 PO0057                          STATION RECOVERY (1982)
 PO0057
 PO0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PO0057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0609 ***********************************************************************
 PN0609  DESIGNATION -  G 36
 PN0609  PID         -  PN0609
 PN0609  STATE/COUNTY-  WI/MARATHON
 PN0609  USGS QUAD   -  WAUSAU WEST (1993)
 PN0609
 PN0609                         *CURRENT SURVEY CONTROL
 PN0609  ___________________________________________________________________
 PN0609* NAD 83(1986)-  44 57 31.     (N)    089 37 52.     (W)     SCALED    
 PN0609* NAVD 88     -       361.994  (meters)    1187.64   (feet)  ADJUSTED  
 PN0609  ___________________________________________________________________
 PN0609  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 PN0609  DYNAMIC HT  -         361.941 (meters)    1187.47  (feet)  COMP
 PN0609  MODELED GRAV-     980,463.1   (mgal)                       NAVD 88
 PN0609
 PN0609  VERT ORDER  -  SECOND    CLASS 0
 PN0609
 PN0609.The horizontal coordinates were scaled from a topographic map and have
 PN0609.an estimated accuracy of +/- 6 seconds.
 PN0609
 PN0609.The orthometric height was determined by differential leveling
 PN0609.and adjusted by the National Geodetic Survey in June 1991..
 PN0609
 PN0609.The geoid height was determined by GEOID03.
 PN0609
 PN0609.The dynamic height is computed by dividing the NAVD 88
 PN0609.geopotential number by the normal gravity value computed on the
 PN0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0609.degrees latitude (g = 980.6199 gals.).
 PN0609
 PN0609.The modeled gravity was interpolated from observed gravity values.
 PN0609
 PN0609;                    North         East    Units  Estimated Accuracy
 PN0609;SPC WI C     -   125,110.      629,110.      MT  (+/- 180 meters Scaled)
 PN0609
 PN0609                          SUPERSEDED SURVEY CONTROL
 PN0609
 PN0609  NGVD 29 (??/??/92)  362.005  (m)         1187.68   (f) ADJ UNCH    2 0
 PN0609
 PN0609.Superseded values are not recommended for survey control.
 PN0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0609.See file dsdata.txt to determine how the superseded data were derived.
 PN0609
 PN0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ924817(NAD 83)
 PN0609_MARKER: DB = BENCH MARK DISK
 PN0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0609+STABILITY: SURFACE MOTION
 PN0609
 PN0609  HISTORY     - Date     Condition        Report By
 PN0609  HISTORY     - UNK      MONUMENTED       CGS
 PN0609  HISTORY     - 1934     GOOD             NGS
 PN0609  HISTORY     - 1953     MARK NOT FOUND   USGS
 PN0609
 PN0609                          STATION DESCRIPTION
 PN0609
 PN0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PN0609'0.1 MI E FROM WAUSAU.
 PN0609'0.1 MILE EAST OF WAUSAU DEPOT 10 FEET NORTH OF CENTER LINE OF
 PN0609'MAIN TRACK OF C. AND N.W. RY. 51 FEET EAST OF CENTER OF ROAD
 PN0609'IN NORTH END OF WEST HEADWALL OF BRIDGE D - 37 NOTE- BRIDGE
 PN0609'HAS BEEN COMPLETELY FILLED IN AND COVERED UP.
 PN0609
 PN0609                          STATION RECOVERY (1953)
 PN0609
 PN0609'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 PN0609'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0546 ***********************************************************************
 PN0546  DESIGNATION -  G 38
 PN0546  PID         -  PN0546
 PN0546  STATE/COUNTY-  WI/MARATHON
 PN0546  USGS QUAD   -  MOSINEE (1982)
 PN0546
 PN0546                         *CURRENT SURVEY CONTROL
 PN0546  ___________________________________________________________________
 PN0546* NAD 83(1986)-  44 51 09.     (N)    089 38 55.     (W)     SCALED    
 PN0546* NAVD 88     -       358.332  (meters)    1175.63   (feet)  ADJUSTED  
 PN0546  ___________________________________________________________________
 PN0546  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 PN0546  DYNAMIC HT  -         358.275 (meters)    1175.44  (feet)  COMP
 PN0546  MODELED GRAV-     980,450.0   (mgal)                       NAVD 88
 PN0546
 PN0546  VERT ORDER  -  SECOND    CLASS 0
 PN0546
 PN0546.The horizontal coordinates were scaled from a topographic map and have
 PN0546.an estimated accuracy of +/- 6 seconds.
 PN0546
 PN0546.The orthometric height was determined by differential leveling
 PN0546.and adjusted by the National Geodetic Survey in June 1991..
 PN0546
 PN0546.The geoid height was determined by GEOID03.
 PN0546
 PN0546.The dynamic height is computed by dividing the NAVD 88
 PN0546.geopotential number by the normal gravity value computed on the
 PN0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0546.degrees latitude (g = 980.6199 gals.).
 PN0546
 PN0546.The modeled gravity was interpolated from observed gravity values.
 PN0546
 PN0546;                    North         East    Units  Estimated Accuracy
 PN0546;SPC WI C     -   113,310.      627,780.      MT  (+/- 180 meters Scaled)
 PN0546
 PN0546                          SUPERSEDED SURVEY CONTROL
 PN0546
 PN0546  NGVD 29 (??/??/92)  358.343  (m)         1175.66   (f) ADJ UNCH    2 0
 PN0546
 PN0546.Superseded values are not recommended for survey control.
 PN0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0546.See file dsdata.txt to determine how the superseded data were derived.
 PN0546
 PN0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ907699(NAD 83)
 PN0546_MARKER: DB = BENCH MARK DISK
 PN0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0546_STAMPING: G 38 1934
 PN0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0546+STABILITY: SURFACE MOTION
 PN0546
 PN0546  HISTORY     - Date     Condition        Report By
 PN0546  HISTORY     - 1934     MONUMENTED       CGS
 PN0546  HISTORY     - 1972     GOOD             WIHD
 PN0546
 PN0546                          STATION DESCRIPTION
 PN0546
 PN0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0546'2.8 MI S FROM ROTHSCHILD.
 PN0546'2.8 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PN0546'PACIFIC RAILROAD FROM ROTHSCHILD, MARATHON COUNTY, 3 POLES NORTH
 PN0546'OF MILEPOST 83, 50 FEET WEST OF THE CENTERLINE OF THE MAIN TRACK,
 PN0546'30 FEET SOUTH OF A FARM GATE, AND 6 INCHES EAST OF A NORTH-AND-SOUTH
 PN0546'FENCE.  A STANDARD DISK, STAMPED G 38 1934 AND SET IN THE TOP
 PN0546'OF A CONCRETE POST.  NOTE-- FROM THIRD POLE NORTH OF MILEPOST
 PN0546'83, GO 80.7 FT NW OF POLE AND 36.6 FT E OF POWER POLE 237.
 PN0546'ALSO A CHANNEL IRON, WITH A DO NOT DISTURB SURVEY MARKER SIGN,
 PN0546'WAS DRIVEN 1.5 FT S OF BM.
 PN0546
 PN0546                          STATION RECOVERY (1972)
 PN0546
 PN0546'RECOVERY NOTE BY WI HIGHWAY DEPT 1972
 PN0546'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0051 ***********************************************************************
 OM0051  DESIGNATION -  G 4
 OM0051  PID         -  OM0051
 OM0051  STATE/COUNTY-  WI/WASHINGTON
 OM0051  USGS QUAD   -  JACKSON (1994)
 OM0051
 OM0051                         *CURRENT SURVEY CONTROL
 OM0051  ___________________________________________________________________
 OM0051* NAD 83(1986)-  43 19 25.     (N)    088 09 58.     (W)     SCALED    
 OM0051* NAVD 88     -       273.190  (meters)     896.29   (feet)  ADJUSTED  
 OM0051  ___________________________________________________________________
 OM0051  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 OM0051  DYNAMIC HT  -         273.125 (meters)     896.08  (feet)  COMP
 OM0051  MODELED GRAV-     980,374.4   (mgal)                       NAVD 88
 OM0051
 OM0051  VERT ORDER  -  FIRST     CLASS II
 OM0051
 OM0051.The horizontal coordinates were scaled from a topographic map and have
 OM0051.an estimated accuracy of +/- 6 seconds.
 OM0051
 OM0051.The orthometric height was determined by differential leveling
 OM0051.and adjusted by the National Geodetic Survey in June 1991..
 OM0051
 OM0051.The geoid height was determined by GEOID03.
 OM0051
 OM0051.The dynamic height is computed by dividing the NAVD 88
 OM0051.geopotential number by the normal gravity value computed on the
 OM0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0051.degrees latitude (g = 980.6199 gals.).
 OM0051
 OM0051.The modeled gravity was interpolated from observed gravity values.
 OM0051
 OM0051;                    North         East    Units  Estimated Accuracy
 OM0051;SPC WI S     -   148,680.      748,730.      MT  (+/- 180 meters Scaled)
 OM0051
 OM0051                          SUPERSEDED SURVEY CONTROL
 OM0051
 OM0051  NGVD 29 (??/??/92)  273.253  (m)          896.50   (f) ADJ UNCH    1 2
 OM0051
 OM0051.Superseded values are not recommended for survey control.
 OM0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0051.See file dsdata.txt to determine how the superseded data were derived.
 OM0051
 OM0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN054974(NAD 83)
 OM0051_MARKER: DB = BENCH MARK DISK
 OM0051_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OM0051_SP_SET: PLATFORM
 OM0051_STAMPING: 896.498 G 4 1930
 OM0051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0051
 OM0051  HISTORY     - Date     Condition        Report By
 OM0051  HISTORY     - 1930     MONUMENTED       CGS
 OM0051  HISTORY     - 1934     GOOD             NGS
 OM0051  HISTORY     - 20021212 MARK NOT FOUND   USPSQD
 OM0051
 OM0051                          STATION DESCRIPTION
 OM0051
 OM0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OM0051'AT JACKSON.
 OM0051'AT JACKSON, WASHINGTON COUNTY, AT THE CHICAGO AND NORTH WESTERN
 OM0051'RAILWAY STATION, IN THE PLATFORM, 3 INCHES EAST OF THE SOUTHEAST
 OM0051'CORNER OF THE BUILDING, AND 15.5 FEET WEST OF THE WEST RAIL.
 OM0051'A STANDARD DISK, STAMPED 896.498 G 4 1930.
 OM0051
 OM0051                          STATION RECOVERY (2002)
 OM0051
 OM0051'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0051'NOT FOUND.  THE  DEPOT HAS BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0063 ***********************************************************************
 QN0063  DESIGNATION -  G 40
 QN0063  PID         -  QN0063
 QN0063  STATE/COUNTY-  WI/PRICE
 QN0063  USGS QUAD   -  PARK FALLS (1984)
 QN0063
 QN0063                         *CURRENT SURVEY CONTROL
 QN0063  ___________________________________________________________________
 QN0063* NAD 83(1986)-  45 56 23.     (N)    090 27 11.     (W)     SCALED    
 QN0063* NAVD 88     -       460.204  (meters)    1509.85   (feet)  ADJUSTED  
 QN0063  ___________________________________________________________________
 QN0063  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 QN0063  DYNAMIC HT  -         460.195 (meters)    1509.82  (feet)  COMP
 QN0063  MODELED GRAV-     980,581.8   (mgal)                       NAVD 88
 QN0063
 QN0063  VERT ORDER  -  SECOND    CLASS 0
 QN0063
 QN0063.The horizontal coordinates were scaled from a topographic map and have
 QN0063.an estimated accuracy of +/- 6 seconds.
 QN0063
 QN0063.The orthometric height was determined by differential leveling
 QN0063.and adjusted by the National Geodetic Survey in June 1991..
 QN0063
 QN0063.The geoid height was determined by GEOID03.
 QN0063
 QN0063.The dynamic height is computed by dividing the NAVD 88
 QN0063.geopotential number by the normal gravity value computed on the
 QN0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0063.degrees latitude (g = 980.6199 gals.).
 QN0063
 QN0063.The modeled gravity was interpolated from observed gravity values.
 QN0063
 QN0063;                    North         East    Units  Estimated Accuracy
 QN0063;SPC WI N     -    86,020.      564,870.      MT  (+/- 180 meters Scaled)
 QN0063
 QN0063                          SUPERSEDED SURVEY CONTROL
 QN0063
 QN0063  NGVD 29 (??/??/92)  460.201  (m)         1509.84   (f) ADJ UNCH    2 0
 QN0063
 QN0063.Superseded values are not recommended for survey control.
 QN0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0063.See file dsdata.txt to determine how the superseded data were derived.
 QN0063
 QN0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL974905(NAD 83)
 QN0063_MARKER: DB = BENCH MARK DISK
 QN0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0063_STAMPING: G 40 1934
 QN0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0063+STABILITY: SURFACE MOTION
 QN0063
 QN0063  HISTORY     - Date     Condition        Report By
 QN0063  HISTORY     - 1934     MONUMENTED       CGS
 QN0063  HISTORY     - 20040818 MARK NOT FOUND   WIDT
 QN0063
 QN0063                          STATION DESCRIPTION
 QN0063
 QN0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QN0063'0.3 MI N FROM PARK FALLS.
 QN0063'0.3 MILE NORTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QN0063'MARIE RAILWAY FROM PARK FALLS, PRICE COUNTY, 110 FEET SOUTHWEST
 QN0063'OF THE INTERSECTION OF THE MAIN TRACK WITH THE MAIN TRACK OF THE
 QN0063'CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY, 30 FEET WEST OF
 QN0063'THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY TRACK,
 QN0063'AND 24 FEET EAST OF THE CHICAGO, ST. PAUL, MINNEAPOLIS AND
 QN0063'OMAHA RAILWAY TRACK.  A STANDARD DISK, STAMPED G 40 1934 AND SET
 QN0063'IN THE TOP OF A CONCRETE POST.
 QN0063
 QN0063                          STATION RECOVERY (2004)
 QN0063
 QN0063'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DGD)
 QN0063'WEST RAILS HAVE BEEN REMOVED.  LOOKS LIKE AREA BETWEEN CLEARED W AND E
 QN0063'RAILS HAVE BEEN FILLED IN.  LAND IS HIGHER THAN LAND TO THE S AND ALL
 QN0063'LEVELED OFF.  WEST RAIL IS NOW ATV/SNOWMOBILE TRAIL.  FOUND CHUNCKS OF
 QN0063'BLACKTOP UNDER GRAVEL AND GRASS.  PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0150 ***********************************************************************
 QN0150  DESIGNATION -  G 41
 QN0150  PID         -  QN0150
 QN0150  STATE/COUNTY-  WI/SAWYER
 QN0150  USGS QUAD   -  KENNEDY (1970)
 QN0150
 QN0150                         *CURRENT SURVEY CONTROL
 QN0150  ___________________________________________________________________
 QN0150* NAD 83(1986)-  45 54 32.     (N)    090 41 19.     (W)     SCALED    
 QN0150* NAVD 88     -       449.346  (meters)    1474.23   (feet)  ADJUSTED  
 QN0150  ___________________________________________________________________
 QN0150  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 QN0150  DYNAMIC HT  -         449.336 (meters)    1474.20  (feet)  COMP
 QN0150  MODELED GRAV-     980,578.6   (mgal)                       NAVD 88
 QN0150
 QN0150  VERT ORDER  -  SECOND    CLASS 0
 QN0150
 QN0150.The horizontal coordinates were scaled from a topographic map and have
 QN0150.an estimated accuracy of +/- 6 seconds.
 QN0150
 QN0150.The orthometric height was determined by differential leveling
 QN0150.and adjusted by the National Geodetic Survey in June 1991..
 QN0150
 QN0150.The geoid height was determined by GEOID03.
 QN0150
 QN0150.The dynamic height is computed by dividing the NAVD 88
 QN0150.geopotential number by the normal gravity value computed on the
 QN0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0150.degrees latitude (g = 980.6199 gals.).
 QN0150
 QN0150.The modeled gravity was interpolated from observed gravity values.
 QN0150
 QN0150;                    North         East    Units  Estimated Accuracy
 QN0150;SPC WI N     -    82,730.      546,570.      MT  (+/- 180 meters Scaled)
 QN0150
 QN0150                          SUPERSEDED SURVEY CONTROL
 QN0150
 QN0150  NGVD 29 (??/??/92)  449.351  (m)         1474.25   (f) ADJ UNCH    2 0
 QN0150
 QN0150.Superseded values are not recommended for survey control.
 QN0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0150.See file dsdata.txt to determine how the superseded data were derived.
 QN0150
 QN0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL792865(NAD 83)
 QN0150_MARKER: DB = BENCH MARK DISK
 QN0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0150_STAMPING: G 41 1934
 QN0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0150+STABILITY: SURFACE MOTION
 QN0150
 QN0150  HISTORY     - Date     Condition        Report By
 QN0150  HISTORY     - 1934     MONUMENTED       CGS
 QN0150  HISTORY     - 1969     POOR             USGS
 QN0150  HISTORY     - 20041019 MARK NOT FOUND   WIDT
 QN0150
 QN0150                          STATION DESCRIPTION
 QN0150
 QN0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QN0150'1.5 MI W FROM KENNEDY.
 QN0150'IN SAWYER COUNTY, ABOUT 1.5 MILES WEST ALONG THE CHICAGO, ST.
 QN0150'PAUL, MINNEAPOLIS AND OMAHA RAILWAY FROM KENNEDY, PRICE COUNTY,
 QN0150'ABOUT 30 1/2 POLES EAST OF MILEPOST 62, 30 FEET NORTHWEST OF THE
 QN0150'NORTHWEST CORNER OF AN OLD SHED, AND 22 FEET SOUTH OF THE
 QN0150'TRACK.  A STANDARD DISK, STAMPED G 41 1934 AND SET IN THE TOP
 QN0150'OF A CONCRETE POST.  NOTE-- TOP OF POST IS CHIPPED, POST IS
 QN0150'LEANING SLIGHTLY AND NOT SOLID IN GROUND.
 QN0150
 QN0150                          STATION RECOVERY (1969)
 QN0150
 QN0150'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 QN0150'MARK RECOVERED IN POOR CONDITION.
 QN0150
 QN0150                          STATION RECOVERY (2004)
 QN0150
 QN0150'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0245 ***********************************************************************
 RM0245  DESIGNATION -  G 42
 RM0245  PID         -  RM0245
 RM0245  STATE/COUNTY-  WI/BAYFIELD
 RM0245  USGS QUAD   -  MOQUAH (1975)
 RM0245
 RM0245                         *CURRENT SURVEY CONTROL
 RM0245  ___________________________________________________________________
 RM0245* NAD 83(1986)-  46 31 41.     (N)    091 04 27.     (W)     SCALED    
 RM0245* NAVD 88     -       257.588  (meters)     845.10   (feet)  ADJUSTED  
 RM0245  ___________________________________________________________________
 RM0245  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 RM0245  DYNAMIC HT  -         257.596 (meters)     845.13  (feet)  COMP
 RM0245  MODELED GRAV-     980,639.5   (mgal)                       NAVD 88
 RM0245
 RM0245  VERT ORDER  -  SECOND    CLASS 0
 RM0245
 RM0245.The horizontal coordinates were scaled from a topographic map and have
 RM0245.an estimated accuracy of +/- 6 seconds.
 RM0245
 RM0245.The orthometric height was determined by differential leveling
 RM0245.and adjusted by the National Geodetic Survey in June 1991..
 RM0245
 RM0245.The geoid height was determined by GEOID03.
 RM0245
 RM0245.The dynamic height is computed by dividing the NAVD 88
 RM0245.geopotential number by the normal gravity value computed on the
 RM0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0245.degrees latitude (g = 980.6199 gals.).
 RM0245
 RM0245.The modeled gravity was interpolated from observed gravity values.
 RM0245
 RM0245;                    North         East    Units  Estimated Accuracy
 RM0245;SPC WI N     -   151,870.      517,590.      MT  (+/- 180 meters Scaled)
 RM0245
 RM0245                          SUPERSEDED SURVEY CONTROL
 RM0245
 RM0245  NGVD 29 (??/??/92)  257.596  (m)          845.13   (f) ADJ UNCH    2 0
 RM0245
 RM0245.Superseded values are not recommended for survey control.
 RM0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0245.See file dsdata.txt to determine how the superseded data were derived.
 RM0245
 RM0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM476545(NAD 83)
 RM0245_MARKER: Z = SEE DESCRIPTION
 RM0245_SETTING: 0 = UNSPECIFIED SETTING
 RM0245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RM0245
 RM0245  HISTORY     - Date     Condition        Report By
 RM0245  HISTORY     - UNK      MONUMENTED       CGS
 RM0245  HISTORY     - 1934     GOOD             NGS
 RM0245  HISTORY     - 1982     MARK NOT FOUND   NGS
 RM0245  HISTORY     - 20041209 MARK NOT FOUND   WIDT
 RM0245
 RM0245                          STATION DESCRIPTION
 RM0245
 RM0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RM0245'6 MI S FROM ASHLAND JCT.
 RM0245'6 MILES SOUTH OF ASHLAND JCT., WISC. ON THE C. ST. P.M. AND O.
 RM0245'R.R. 45 FEET EAST OF TRACK AT MILE POST 151, ONE TENTH OF A
 RM0245'MILE NORTH OF DAUBY STATION BOARD.
 RM0245
 RM0245                          STATION RECOVERY (1982)
 RM0245
 RM0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RM0245'NOT RECOVERED, THE RAILROAD HAS BEEN REMOVED.
 RM0245
 RM0245                          STATION RECOVERY (2004)
 RM0245
 RM0245'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 RM0245'THE STATION WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0272 ***********************************************************************
 RM0272  DESIGNATION -  G 43
 RM0272  PID         -  RM0272
 RM0272  STATE/COUNTY-  WI/SAWYER
 RM0272  USGS QUAD   -  HAYWARD (1979)
 RM0272
 RM0272                         *CURRENT SURVEY CONTROL
 RM0272  ___________________________________________________________________
 RM0272* NAD 83(1986)-  46 03 46.     (N)    091 24 49.     (W)     SCALED    
 RM0272* NAVD 88     -       375.839  (meters)    1233.07   (feet)  ADJUSTED  
 RM0272  ___________________________________________________________________
 RM0272  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 RM0272  DYNAMIC HT  -         375.845 (meters)    1233.08  (feet)  COMP
 RM0272  MODELED GRAV-     980,620.5   (mgal)                       NAVD 88
 RM0272
 RM0272  VERT ORDER  -  SECOND    CLASS 0
 RM0272
 RM0272.The horizontal coordinates were scaled from a topographic map and have
 RM0272.an estimated accuracy of +/- 6 seconds.
 RM0272
 RM0272.The orthometric height was determined by differential leveling
 RM0272.and adjusted by the National Geodetic Survey in June 1991..
 RM0272
 RM0272.The geoid height was determined by GEOID03.
 RM0272
 RM0272.The dynamic height is computed by dividing the NAVD 88
 RM0272.geopotential number by the normal gravity value computed on the
 RM0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0272.degrees latitude (g = 980.6199 gals.).
 RM0272
 RM0272.The modeled gravity was interpolated from observed gravity values.
 RM0272
 RM0272;                    North         East    Units  Estimated Accuracy
 RM0272;SPC WI N     -   100,570.      490,630.      MT  (+/- 180 meters Scaled)
 RM0272
 RM0272                          SUPERSEDED SURVEY CONTROL
 RM0272
 RM0272  NGVD 29 (??/??/92)  375.859  (m)         1233.13   (f) ADJ UNCH    2 0
 RM0272
 RM0272.Superseded values are not recommended for survey control.
 RM0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0272.See file dsdata.txt to determine how the superseded data were derived.
 RM0272
 RM0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM226022(NAD 83)
 RM0272_MARKER: Z = SEE DESCRIPTION
 RM0272_SETTING: 0 = UNSPECIFIED SETTING
 RM0272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RM0272
 RM0272  HISTORY     - Date     Condition        Report By
 RM0272  HISTORY     - UNK      MONUMENTED       CGS
 RM0272  HISTORY     - 1934     GOOD             NGS
 RM0272
 RM0272                          STATION DESCRIPTION
 RM0272
 RM0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RM0272'AT PHIPPS.
 RM0272'PHIPPS, WISC. ON THE C. ST. P.M. AND O.R.R. 15 FEET EAST OF
 RM0272'TRACK ONE RAILS SOUTH OF FREIGHT SHED IN FRONT OF SCHMIDTS TAVERN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0328 ***********************************************************************
 RM0328  DESIGNATION -  G 44
 RM0328  PID         -  RM0328
 RM0328  STATE/COUNTY-  WI/DOUGLAS
 RM0328  USGS QUAD   -  PARKLAND (1975)
 RM0328
 RM0328                         *CURRENT SURVEY CONTROL
 RM0328  ___________________________________________________________________
 RM0328* NAD 83(1986)-  46 38 52.     (N)    091 58 37.     (W)     SCALED    
 RM0328* NAVD 88     -       213.906  (meters)     701.79   (feet)  ADJUSTED  
 RM0328  ___________________________________________________________________
 RM0328  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 RM0328  DYNAMIC HT  -         213.929 (meters)     701.87  (feet)  COMP
 RM0328  MODELED GRAV-     980,717.9   (mgal)                       NAVD 88
 RM0328
 RM0328  VERT ORDER  -  FIRST     CLASS II
 RM0328
 RM0328.The horizontal coordinates were scaled from a topographic map and have
 RM0328.an estimated accuracy of +/- 6 seconds.
 RM0328
 RM0328.The orthometric height was determined by differential leveling
 RM0328.and adjusted by the National Geodetic Survey in June 1991..
 RM0328
 RM0328.The geoid height was determined by GEOID03.
 RM0328
 RM0328.The dynamic height is computed by dividing the NAVD 88
 RM0328.geopotential number by the normal gravity value computed on the
 RM0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0328.degrees latitude (g = 980.6199 gals.).
 RM0328
 RM0328.The modeled gravity was interpolated from observed gravity values.
 RM0328
 RM0328;                    North         East    Units  Estimated Accuracy
 RM0328;SPC WI N     -   166,510.      448,680.      MT  (+/- 180 meters Scaled)
 RM0328
 RM0328                          SUPERSEDED SURVEY CONTROL
 RM0328
 RM0328  NGVD 29 (??/??/92)  213.909  (m)          701.80   (f) ADJ UNCH    1 2
 RM0328
 RM0328.Superseded values are not recommended for survey control.
 RM0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0328.See file dsdata.txt to determine how the superseded data were derived.
 RM0328
 RM0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM782665(NAD 83)
 RM0328_MARKER: DB = BENCH MARK DISK
 RM0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0328_STAMPING: G 44 1934
 RM0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0328+STABILITY: SURFACE MOTION
 RM0328
 RM0328  HISTORY     - Date     Condition        Report By
 RM0328  HISTORY     - 1934     MONUMENTED       CGS
 RM0328  HISTORY     - 1982     MARK NOT FOUND   NGS
 RM0328
 RM0328                          STATION DESCRIPTION
 RM0328
 RM0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RM0328'AT PARKDALE.
 RM0328'AT PARKDALE, DOUGLAS COUNTY, ON THE NORTHERN PACIFIC RAILWAY, 14
 RM0328'YARDS SOUTH OF THE STATION, 20 YARDS WEST OF A COUNTY ROAD, 17
 RM0328'YARDS SOUTH OF THE CENTERLINE OF THE TRACK, 7 YARDS WEST OF POLE
 RM0328'2210, AND 1 YARD NORTH OF A FENCE.  A STANDARD DISK, STAMPED G 44
 RM0328'1934 AND SET IN THE TOP OF A CONCRETE POST.
 RM0328
 RM0328                          STATION RECOVERY (1982)
 RM0328
 RM0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RM0328'NOT RECOVERED, HIGHWAY RECONSTRUCTION IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0370 ***********************************************************************
 QM0370  DESIGNATION -  G 45
 QM0370  PID         -  QM0370
 QM0370  STATE/COUNTY-  WI/LINCOLN
 QM0370  USGS QUAD   -  PINE DELLS (1982)
 QM0370
 QM0370                         *CURRENT SURVEY CONTROL
 QM0370  ___________________________________________________________________
 QM0370* NAD 83(1986)-  45 10 41.     (N)    089 36 42.     (W)     SCALED    
 QM0370* NAVD 88     -       454.271  (meters)    1490.39   (feet)  ADJUSTED  
 QM0370  ___________________________________________________________________
 QM0370  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 QM0370  DYNAMIC HT  -         454.220 (meters)    1490.22  (feet)  COMP
 QM0370  MODELED GRAV-     980,492.0   (mgal)                       NAVD 88
 QM0370
 QM0370  VERT ORDER  -  SECOND    CLASS 0
 QM0370
 QM0370.The horizontal coordinates were scaled from a topographic map and have
 QM0370.an estimated accuracy of +/- 6 seconds.
 QM0370
 QM0370.The orthometric height was determined by differential leveling
 QM0370.and adjusted by the National Geodetic Survey in June 1991..
 QM0370
 QM0370.The geoid height was determined by GEOID03.
 QM0370
 QM0370.The dynamic height is computed by dividing the NAVD 88
 QM0370.geopotential number by the normal gravity value computed on the
 QM0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0370.degrees latitude (g = 980.6199 gals.).
 QM0370
 QM0370.The modeled gravity was interpolated from observed gravity values.
 QM0370
 QM0370;                    North         East    Units  Estimated Accuracy
 QM0370;SPC WI C     -   149,500.      630,520.      MT  (+/- 180 meters Scaled)
 QM0370
 QM0370                          SUPERSEDED SURVEY CONTROL
 QM0370
 QM0370  NGVD 29 (??/??/92)  454.277  (m)         1490.41   (f) ADJ UNCH    2 0
 QM0370
 QM0370.Superseded values are not recommended for survey control.
 QM0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0370.See file dsdata.txt to determine how the superseded data were derived.
 QM0370
 QM0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR948060(NAD 83)
 QM0370_MARKER: DB = BENCH MARK DISK
 QM0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0370+STABILITY: SURFACE MOTION
 QM0370
 QM0370  HISTORY     - Date     Condition        Report By
 QM0370  HISTORY     - UNK      MONUMENTED       CGS
 QM0370  HISTORY     - 1934     GOOD             NGS
 QM0370  HISTORY     - 1950     MARK NOT FOUND   USGS
 QM0370
 QM0370                          STATION DESCRIPTION
 QM0370
 QM0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QM0370'3.5 MI E FROM MERRILL.
 QM0370'3.46 MILES EAST ALONG STATE HIGHWAY 64, 25 FEET SOUTH OF CENTER
 QM0370'OF HIGHWAY, 20 FEET SOUTH OF ROAD LEADING TO HOUSE OF HUGO H.
 QM0370'SEMRAU, 6 IN ABOVE THE GROUND.
 QM0370
 QM0370                          STATION RECOVERY (1950)
 QM0370
 QM0370'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 QM0370'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO0007 ***********************************************************************
 QO0007  DESIGNATION -  G 46
 QO0007  PID         -  QO0007
 QO0007  STATE/COUNTY-  WI/BARRON
 QO0007  USGS QUAD   -  CUMBERLAND (1982)
 QO0007
 QO0007                         *CURRENT SURVEY CONTROL
 QO0007  ___________________________________________________________________
 QO0007* NAD 83(1986)-  45 30 30.     (N)    092 01 01.     (W)     SCALED    
 QO0007* NAVD 88     -       378.027  (meters)    1240.24   (feet)  ADJUSTED  
 QO0007  ___________________________________________________________________
 QO0007  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 QO0007  DYNAMIC HT  -         377.986 (meters)    1240.11  (feet)  COMP
 QO0007  MODELED GRAV-     980,497.6   (mgal)                       NAVD 88
 QO0007
 QO0007  VERT ORDER  -  SECOND    CLASS 0
 QO0007
 QO0007.The horizontal coordinates were scaled from a topographic map and have
 QO0007.an estimated accuracy of +/- 6 seconds.
 QO0007
 QO0007.The orthometric height was determined by differential leveling
 QO0007.and adjusted by the National Geodetic Survey in June 1991..
 QO0007
 QO0007.The geoid height was determined by GEOID03.
 QO0007
 QO0007.The dynamic height is computed by dividing the NAVD 88
 QO0007.geopotential number by the normal gravity value computed on the
 QO0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0007.degrees latitude (g = 980.6199 gals.).
 QO0007
 QO0007.The modeled gravity was interpolated from observed gravity values.
 QO0007
 QO0007;                    North         East    Units  Estimated Accuracy
 QO0007;SPC WI C     -   188,090.      442,400.      MT  (+/- 180 meters Scaled)
 QO0007
 QO0007                          SUPERSEDED SURVEY CONTROL
 QO0007
 QO0007  NGVD 29 (??/??/92)  377.969  (m)         1240.05   (f) ADJ UNCH    2 0
 QO0007
 QO0007.Superseded values are not recommended for survey control.
 QO0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0007.See file dsdata.txt to determine how the superseded data were derived.
 QO0007
 QO0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL767398(NAD 83)
 QO0007_MARKER: DB = BENCH MARK DISK
 QO0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0007+STABILITY: SURFACE MOTION
 QO0007
 QO0007  HISTORY     - Date     Condition        Report By
 QO0007  HISTORY     - UNK      MONUMENTED       CGS
 QO0007  HISTORY     - 1934     GOOD             NGS
 QO0007  HISTORY     - 1965     GOOD             NGS
 QO0007  HISTORY     - 20041115 MARK NOT FOUND   WIDT
 QO0007
 QO0007                          STATION DESCRIPTION
 QO0007
 QO0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QO0007'1.7 MI S FROM CUMBERLAND.
 QO0007'ALONG CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA RY., 36 FT EAST OF
 QO0007'TRACK, 2 FT WEST OF RIGHT OF WAY FENCE, 14 FT EAST AND 3 FT SOUTH OF
 QO0007'MILE POST NO. 53.
 QO0007
 QO0007                          STATION RECOVERY (1965)
 QO0007
 QO0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 QO0007'RECOVERED IN GOOD CONDITION.
 QO0007
 QO0007                          STATION RECOVERY (2004)
 QO0007
 QO0007'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 QO0007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO0290 ***********************************************************************
 QO0290  DESIGNATION -  G 47
 QO0290  PID         -  QO0290
 QO0290  STATE/COUNTY-  WI/BURNETT
 QO0290  USGS QUAD   -  FALUN (1982)
 QO0290
 QO0290                         *CURRENT SURVEY CONTROL
 QO0290  ___________________________________________________________________
 QO0290* NAD 83(1986)-  45 46 19.     (N)    092 31 45.     (W)     SCALED    
 QO0290* NAVD 88     -       292.170  (meters)     958.56   (feet)  ADJUSTED  
 QO0290  ___________________________________________________________________
 QO0290  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 QO0290  DYNAMIC HT  -         292.187 (meters)     958.62  (feet)  COMP
 QO0290  MODELED GRAV-     980,663.4   (mgal)                       NAVD 88
 QO0290
 QO0290  VERT ORDER  -  SECOND    CLASS 0
 QO0290
 QO0290.The horizontal coordinates were scaled from a topographic map and have
 QO0290.an estimated accuracy of +/- 6 seconds.
 QO0290
 QO0290.The orthometric height was determined by differential leveling
 QO0290.and adjusted by the National Geodetic Survey in June 1991..
 QO0290
 QO0290.The geoid height was determined by GEOID03.
 QO0290
 QO0290.The dynamic height is computed by dividing the NAVD 88
 QO0290.geopotential number by the normal gravity value computed on the
 QO0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0290.degrees latitude (g = 980.6199 gals.).
 QO0290
 QO0290.The modeled gravity was interpolated from observed gravity values.
 QO0290
 QO0290;                    North         East    Units  Estimated Accuracy
 QO0290;SPC WI N     -    70,400.      403,320.      MT  (+/- 180 meters Scaled)
 QO0290
 QO0290                          SUPERSEDED SURVEY CONTROL
 QO0290
 QO0290  NGVD 29 (??/??/92)  292.140  (m)          958.46   (f) ADJ UNCH    2 0
 QO0290
 QO0290.Superseded values are not recommended for survey control.
 QO0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0290.See file dsdata.txt to determine how the superseded data were derived.
 QO0290
 QO0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL366688(NAD 83)
 QO0290_MARKER: DB = BENCH MARK DISK
 QO0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0290_STAMPING: G 47 1934
 QO0290_PROJECTION: FLUSH
 QO0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0290+STABILITY: SURFACE MOTION
 QO0290
 QO0290  HISTORY     - Date     Condition        Report By
 QO0290  HISTORY     - 1934     MONUMENTED       CGS
 QO0290  HISTORY     - 19930608 MARK NOT FOUND   WI-013
 QO0290  HISTORY     - 19970908 MARK NOT FOUND   NGS
 QO0290  HISTORY     - 20041117 MARK NOT FOUND   WIDT
 QO0290
 QO0290                          STATION DESCRIPTION
 QO0290
 QO0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QO0290'IN FALUN.
 QO0290'ALONG STATE HIGHWAY NO. 70, 24 FT NORTH OF CENTER LINE OF.  6 FT EAST
 QO0290'AND 8 FT SOUTH OF MEAT MARKET, 6 FT NORTH OF ELECTRIC LIGHT.
 QO0290
 QO0290                          STATION RECOVERY (1993)
 QO0290
 QO0290'RECOVERY NOTE BY BURNETT COUNTY WISCONSIN 1993
 QO0290'MARK NOT FOUND.
 QO0290
 QO0290                          STATION RECOVERY (1997)
 QO0290
 QO0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 QO0290'THE STATION WAS SEARCHED FOR BUT NOT FOUND.
 QO0290
 QO0290                          STATION RECOVERY (2004)
 QO0290
 QO0290'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 QO0290'NO TIES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0190 ***********************************************************************
 PO0190  DESIGNATION -  G 49
 PO0190  PID         -  PO0190
 PO0190  STATE/COUNTY-  WI/CHIPPEWA
 PO0190  USGS QUAD   -  BOYD (1979)
 PO0190
 PO0190                         *CURRENT SURVEY CONTROL
 PO0190  ___________________________________________________________________
 PO0190* NAD 83(1986)-  44 57 09.     (N)    091 02 19.     (W)     SCALED    
 PO0190* NAVD 88     -       336.928  (meters)    1105.40   (feet)  ADJUSTED  
 PO0190  ___________________________________________________________________
 PO0190  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 PO0190  DYNAMIC HT  -         336.898 (meters)    1105.31  (feet)  COMP
 PO0190  MODELED GRAV-     980,518.9   (mgal)                       NAVD 88
 PO0190
 PO0190  VERT ORDER  -  SECOND    CLASS 0
 PO0190
 PO0190.The horizontal coordinates were scaled from a topographic map and have
 PO0190.an estimated accuracy of +/- 6 seconds.
 PO0190
 PO0190.The orthometric height was determined by differential leveling
 PO0190.and adjusted by the National Geodetic Survey in June 1991..
 PO0190
 PO0190.The geoid height was determined by GEOID03.
 PO0190
 PO0190.The dynamic height is computed by dividing the NAVD 88
 PO0190.geopotential number by the normal gravity value computed on the
 PO0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0190.degrees latitude (g = 980.6199 gals.).
 PO0190
 PO0190.The modeled gravity was interpolated from observed gravity values.
 PO0190
 PO0190;                    North         East    Units  Estimated Accuracy
 PO0190;SPC WI C     -   124,890.      518,050.      MT  (+/- 180 meters Scaled)
 PO0190
 PO0190                          SUPERSEDED SURVEY CONTROL
 PO0190
 PO0190  NGVD 29 (??/??/92)  336.926  (m)         1105.40   (f) ADJ UNCH    2 0
 PO0190
 PO0190.Superseded values are not recommended for survey control.
 PO0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0190.See file dsdata.txt to determine how the superseded data were derived.
 PO0190
 PO0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK547795(NAD 83)
 PO0190_MARKER: DB = BENCH MARK DISK
 PO0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0190+STABILITY: SURFACE MOTION
 PO0190_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PO0190+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2005
 PO0190
 PO0190  HISTORY     - Date     Condition        Report By
 PO0190  HISTORY     - UNK      MONUMENTED       CGS
 PO0190  HISTORY     - 1934     GOOD             NGS
 PO0190  HISTORY     - 1942     GOOD             NGS
 PO0190  HISTORY     - 20010331 GOOD             NGS
 PO0190  HISTORY     - 20030923 GOOD             USPSQD
 PO0190  HISTORY     - 20051017 GOOD             USPSQD
 PO0190
 PO0190                          STATION DESCRIPTION
 PO0190
 PO0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PO0190'NEAR BOYD.
 PO0190'4 RAILS EAST OF BOYD DEPOT 14 FEET NORTH OF CENTER OF MAIN TRACK
 PO0190'OF SOO RY.  40 FEET WEST OF CENTER OF ROAD 10 FEET WEST OF WEST
 PO0190'EDGE OF SIDEWALK.
 PO0190
 PO0190                          STATION RECOVERY (1942)
 PO0190
 PO0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 PO0190'RECOVERED IN GOOD CONDITION.
 PO0190
 PO0190                          STATION RECOVERY (2001)
 PO0190
 PO0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PO0190'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PO0190
 PO0190                          STATION RECOVERY (2003)
 PO0190
 PO0190'RECOVERY NOTE BY US POWER SQUADRON 2003 (LEK)
 PO0190'STATION MARK IS IN NW QUADRANT OF INTERSECTION OF BOYD ST. AND RR.
 PO0190'WITHIN VILLAGE OF BOYD.  14 FEET NORTH OF CENTER OF TRACK. 40 FEET
 PO0190'WEST OF CENTER OF BOYD ST.  10 FEET WEST OF WEST EDGE OF SIDEWALK.  1
 PO0190'FOOT SOUTH OF WITNESS POST.  BURIED +- 1 INCH.
 PO0190
 PO0190                          STATION RECOVERY (2005)
 PO0190
 PO0190'RECOVERY NOTE BY US POWER SQUADRON 2005 (DRB)
 PO0190'RECOVERED IN GOOD CONDITION.  NOTE-- VISIBLE OBSTRUCTIONS AT THIS
 PO0190'STATION ARE TREES TO THE NORTHEAST, NORTHWEST, AND SOUTH EXTENDING TO
 PO0190'35 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0215 ***********************************************************************
 PN0215  DESIGNATION -  G 5
 PN0215  PID         -  PN0215
 PN0215  STATE/COUNTY-  WI/WINNEBAGO
 PN0215  USGS QUAD   -  OSHKOSH (1992)
 PN0215
 PN0215                         *CURRENT SURVEY CONTROL
 PN0215  ___________________________________________________________________
 PN0215* NAD 83(1986)-  44 04 05.     (N)    088 31 46.     (W)     SCALED    
 PN0215* NAVD 88     -       231.148  (meters)     758.36   (feet)  ADJUSTED  
 PN0215  ___________________________________________________________________
 PN0215  GEOID HEIGHT-         -36.26  (meters)                     GEOID03
 PN0215  DYNAMIC HT  -         231.104 (meters)     758.21  (feet)  COMP
 PN0215  MODELED GRAV-     980,425.1   (mgal)                       NAVD 88
 PN0215
 PN0215  VERT ORDER  -  SECOND    CLASS I
 PN0215
 PN0215.The horizontal coordinates were scaled from a topographic map and have
 PN0215.an estimated accuracy of +/- 6 seconds.
 PN0215
 PN0215.The orthometric height was determined by differential leveling
 PN0215.and adjusted by the National Geodetic Survey in May 2003..
 PN0215.WARNING-Repeat measurements at this control monument indicate possible
 PN0215.vertical movement.
 PN0215
 PN0215.The geoid height was determined by GEOID03.
 PN0215
 PN0215.The dynamic height is computed by dividing the NAVD 88
 PN0215.geopotential number by the normal gravity value computed on the
 PN0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0215.degrees latitude (g = 980.6199 gals.).
 PN0215
 PN0215.The modeled gravity was interpolated from observed gravity values.
 PN0215
 PN0215;                    North         East    Units  Estimated Accuracy
 PN0215;SPC WI S     -   230,790.      717,810.      MT  (+/- 180 meters Scaled)
 PN0215
 PN0215                          SUPERSEDED SURVEY CONTROL
 PN0215
 PN0215  NAVD 88 (06/15/91)  231.177  (m)          758.45   (f) UNKNOWN     1 0
 PN0215
 PN0215.Superseded values are not recommended for survey control.
 PN0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0215.See file dsdata.txt to determine how the superseded data were derived.
 PN0215
 PN0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP775805(NAD 83)
 PN0215_MARKER: DB = BENCH MARK DISK
 PN0215_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PN0215_SP_SET: CULVERT
 PN0215_STAMPING: G 5 1930
 PN0215_MARK LOGO: CGS   
 PN0215_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0215+STABILITY: SURFACE MOTION
 PN0215_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0215+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2005
 PN0215
 PN0215  HISTORY     - Date     Condition        Report By
 PN0215  HISTORY     - 1930     MONUMENTED       CGS
 PN0215  HISTORY     - 1934     GOOD             NGS
 PN0215  HISTORY     - 1974     GOOD             NOS
 PN0215  HISTORY     - 1980     GOOD             USPSQD
 PN0215  HISTORY     - 19940528 GOOD             USPSQD
 PN0215  HISTORY     - 20010104 GOOD             WIDT
 PN0215  HISTORY     - 20010331 GOOD             NGS
 PN0215  HISTORY     - 20050615 GOOD             WIDT
 PN0215
 PN0215                          STATION DESCRIPTION
 PN0215
 PN0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PN0215'0.6 MI S FROM WINNEBAGO.
 PN0215'0.6 MILE SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PN0215'THE STATION AT WINNEBAGO, WINNEBAGO COUNTY, AT A COUNTY-ROAD
 PN0215'CROSSING, 53 FEET SOUTH OF THE ROAD, IN THE EAST END OF CONCRETE
 PN0215'CULVERT 350, AND 8.5 FEET EAST OF THE EAST RAIL.  A STANDARD
 PN0215'DISK, STAMPED 758.558 G 5 1930.
 PN0215
 PN0215                          STATION RECOVERY (1974)
 PN0215
 PN0215'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1974
 PN0215'0.55 MILE SOUTH ALONG COUNTY ROAD A FROM THE INTERSECTION OF A ROAD
 PN0215'LEADING TO COUNTY HOSPITAL (BUTLER ROAD), IN WINNEBAGO, 300 FT. WEST
 PN0215'OF THE INTERSECTION OF COUNTY ROAD A (NORTH SHORE DRIVE) AND COUNTY
 PN0215'ROAD J (SNELL ROAD), 53 FT. SOUTH OF CENTERLINE OF COUNTY ROAD J
 PN0215'(SNELL ROAD), SET IN THE NORTH END OF THE EAST CONCRETE ABUTMENT OF
 PN0215'CULVERT 350, 8.0 FT. EAST OF THE EAST RAIL OF THE CHICAGO AND NORTH
 PN0215'WESTERN RAILWAY TRACKS, 6.7 FT. NORTH OF THE SOUTH FACE OF THE
 PN0215'CULVERT.
 PN0215
 PN0215                          STATION RECOVERY (1980)
 PN0215
 PN0215'RECOVERY NOTE BY US POWER SQUADRON 1980 (EC)
 PN0215'RECOVERED IN GOOD CONDITION.
 PN0215
 PN0215                          STATION RECOVERY (1994)
 PN0215
 PN0215'RECOVERY NOTE BY US POWER SQUADRON 1994
 PN0215'RECOVERED IN GOOD CONDITION.
 PN0215
 PN0215                          STATION RECOVERY (2001)
 PN0215
 PN0215'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PN0215'THE STATION IS LOCATED ABOUT 1 KM NORTH OF OSHKOSH AND 8 KM SOUTHWEST
 PN0215'OF NEENAH.  OWNERSHIP--TOWN OF OSHKOSH. TO REACH THE STATION FROM THE
 PN0215'JUNCTION OF US HIGHWAY 41 WITH US HIGHWAY 45 ABOUT 6 KM NORTH OF THE
 PN0215'CITY OF OSHKOSH, GO SOUTH ON US HIGHWAY 45 FOR 3.1 KM TO SNELL ROAD,
 PN0215'TURN LEFT AND GO EAST ON SNELL ROAD FOR 1.1 KM TO THE STATION ON THE
 PN0215'RIGHT.    THE STATION IS A BRONZE US COAST AND GEODETIC SURVEY BENCH
 PN0215'MARK DISK SET IN A RAILROAD CULVERT AND ABOUT LEVEL WITH THE ROAD
 PN0215'PAVEMENT.  THE STATION IS 15.0 M SOUTH OF THE CENTERLINE OF SNELL
 PN0215'ROAD, 31.3 M SOUTHEAST OF A RAILROAD CROSSING TRAFFIC LIGHT, 29.0 M
 PN0215'SOUTH OF POWER POLE --1916-36R66--, 3 M EAST OF THE CENTERLINE OF A
 PN0215'SET OF ABANDONED RAILROAD TRACKS. ---NOTE---THIS STATION HAS NO
 PN0215'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 PN0215'HORIZON EXCEPT FOR TREES TO THE EAST EXTENDING TO 35 DEGREES AND A
 PN0215'POWERLINE TO THE NORTH EXTENDING TO 30 DEGREES.
 PN0215
 PN0215                          STATION RECOVERY (2001)
 PN0215
 PN0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PN0215'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PN0215
 PN0215                          STATION RECOVERY (2005)
 PN0215
 PN0215'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PN0215'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.3 M SOUTH OF THE
 PN0215'NORTH END OF THE EASTERN CONCRETE ABUTMENT AND 1.5 M SOUTH OF A WHITE
 PN0215'PLASTIC WITNESS POST.  NOTE-- THE DISK AND AREA AROUND THE DISK IS
 PN0215'PAINTED A YELLOW COLOR AND THE DESIGNATION ON THE DISK IS SCRATCHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO0058 ***********************************************************************
 QO0058  DESIGNATION -  G 50
 QO0058  PID         -  QO0058
 QO0058  STATE/COUNTY-  WI/ST CROIX
 QO0058  USGS QUAD   -  EMERALD (1975)
 QO0058
 QO0058                         *CURRENT SURVEY CONTROL
 QO0058  ___________________________________________________________________
 QO0058* NAD 83(1986)-  45 06 02.     (N)    092 17 55.     (W)     SCALED    
 QO0058* NAVD 88     -       341.422  (meters)    1120.15   (feet)  ADJUSTED  
 QO0058  ___________________________________________________________________
 QO0058  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 QO0058  DYNAMIC HT  -         341.373 (meters)    1119.99  (feet)  COMP
 QO0058  MODELED GRAV-     980,465.1   (mgal)                       NAVD 88
 QO0058
 QO0058  VERT ORDER  -  SECOND    CLASS 0
 QO0058
 QO0058.The horizontal coordinates were scaled from a topographic map and have
 QO0058.an estimated accuracy of +/- 6 seconds.
 QO0058
 QO0058.The orthometric height was determined by differential leveling
 QO0058.and adjusted by the National Geodetic Survey in June 1991..
 QO0058
 QO0058.The geoid height was determined by GEOID03.
 QO0058
 QO0058.The dynamic height is computed by dividing the NAVD 88
 QO0058.geopotential number by the normal gravity value computed on the
 QO0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0058.degrees latitude (g = 980.6199 gals.).
 QO0058
 QO0058.The modeled gravity was interpolated from observed gravity values.
 QO0058
 QO0058;                    North         East    Units  Estimated Accuracy
 QO0058;SPC WI C     -   143,370.      419,110.      MT  (+/- 180 meters Scaled)
 QO0058
 QO0058                          SUPERSEDED SURVEY CONTROL
 QO0058
 QO0058  NGVD 29 (??/??/92)  341.367  (m)         1119.97   (f) ADJ UNCH    2 0
 QO0058
 QO0058.Superseded values are not recommended for survey control.
 QO0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0058.See file dsdata.txt to determine how the superseded data were derived.
 QO0058
 QO0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK551943(NAD 83)
 QO0058_MARKER: DB = BENCH MARK DISK
 QO0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0058+STABILITY: SURFACE MOTION
 QO0058
 QO0058  HISTORY     - Date     Condition        Report By
 QO0058  HISTORY     - UNK      MONUMENTED       CGS
 QO0058  HISTORY     - 1934     GOOD             NGS
 QO0058  HISTORY     - 1975     MARK NOT FOUND   USGS
 QO0058  HISTORY     - 20031209 MARK NOT FOUND   WIDT
 QO0058
 QO0058                          STATION DESCRIPTION
 QO0058
 QO0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QO0058'3.9 MI E FROM CYLON.
 QO0058'3.9 MILES EAST OF CYLON DEPOT 33 FEET NORTH OF CENTER OF MAIN TRACK OF
 QO0058'SOO RY.  30 FEET EAST OF CENTER OF ROAD 4 FEET SOUTHEAST OF FENCE
 QO0058'CORNER AT MILE POST 400.8.
 QO0058
 QO0058                          STATION RECOVERY (1975)
 QO0058
 QO0058'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 QO0058'MARK NOT FOUND.
 QO0058
 QO0058                          STATION RECOVERY (2003)
 QO0058
 QO0058'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 QO0058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0279 ***********************************************************************
 PO0279  DESIGNATION -  G 51
 PO0279  PID         -  PO0279
 PO0279  STATE/COUNTY-  WI/CHIPPEWA
 PO0279  USGS QUAD   -  ALBERTVILLE (1972)
 PO0279
 PO0279                         *CURRENT SURVEY CONTROL
 PO0279  ___________________________________________________________________
 PO0279* NAD 83(1986)-  44 57 37.     (N)    091 35 58.     (W)     SCALED    
 PO0279* NAVD 88     -       313.090  (meters)    1027.20   (feet)  ADJUSTED  
 PO0279  ___________________________________________________________________
 PO0279  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 PO0279  DYNAMIC HT  -         313.059 (meters)    1027.09  (feet)  COMP
 PO0279  MODELED GRAV-     980,510.0   (mgal)                       NAVD 88
 PO0279
 PO0279  VERT ORDER  -  SECOND    CLASS 0
 PO0279
 PO0279.The horizontal coordinates were scaled from a topographic map and have
 PO0279.an estimated accuracy of +/- 6 seconds.
 PO0279
 PO0279.The orthometric height was determined by differential leveling
 PO0279.and adjusted by the National Geodetic Survey in June 1991..
 PO0279
 PO0279.The geoid height was determined by GEOID03.
 PO0279
 PO0279.The dynamic height is computed by dividing the NAVD 88
 PO0279.geopotential number by the normal gravity value computed on the
 PO0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0279.degrees latitude (g = 980.6199 gals.).
 PO0279
 PO0279.The modeled gravity was interpolated from observed gravity values.
 PO0279
 PO0279;                    North         East    Units  Estimated Accuracy
 PO0279;SPC WI C     -   126,470.      473,820.      MT  (+/- 180 meters Scaled)
 PO0279
 PO0279                          SUPERSEDED SURVEY CONTROL
 PO0279
 PO0279  NGVD 29 (??/??/92)  313.066  (m)         1027.12   (f) ADJ UNCH    2 0
 PO0279
 PO0279.Superseded values are not recommended for survey control.
 PO0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0279.See file dsdata.txt to determine how the superseded data were derived.
 PO0279
 PO0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK104794(NAD 83)
 PO0279_MARKER: DB = BENCH MARK DISK
 PO0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0279+STABILITY: SURFACE MOTION
 PO0279
 PO0279  HISTORY     - Date     Condition        Report By
 PO0279  HISTORY     - UNK      MONUMENTED       CGS
 PO0279  HISTORY     - 1934     GOOD             NGS
 PO0279  HISTORY     - 1972     MARK NOT FOUND   USGS
 PO0279  HISTORY     - 20031204 MARK NOT FOUND   WIDT
 PO0279
 PO0279                          STATION DESCRIPTION
 PO0279
 PO0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PO0279'AT ALBERTVILLE.
 PO0279'24 FEET EAST OF EAST SIDE OF ALBERTVILLE DEPOT 30 FEET SOUTH OF
 PO0279'CENTER OF MAIN TRACK OF SOO RY.  5 FEET SOUTH OF NEAREST SIDING
 PO0279'RAIL 3 FEET NORTHWEST OF FRAME BUILDING.
 PO0279
 PO0279                          STATION RECOVERY (1972)
 PO0279
 PO0279'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 PO0279'MARK NOT FOUND.
 PO0279
 PO0279                          STATION RECOVERY (2003)
 PO0279
 PO0279'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0279'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0238 ***********************************************************************
 PO0238  DESIGNATION -  G 52
 PO0238  PID         -  PO0238
 PO0238  STATE/COUNTY-  WI/EAU CLAIRE
 PO0238  USGS QUAD   -  AUGUSTA WEST (1964)
 PO0238
 PO0238                         *CURRENT SURVEY CONTROL
 PO0238  ___________________________________________________________________
 PO0238* NAD 83(1986)-  44 41 53.     (N)    091 09 50.     (W)     SCALED    
 PO0238* NAVD 88     -       296.267  (meters)     972.00   (feet)  ADJUSTED  
 PO0238  ___________________________________________________________________
 PO0238  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 PO0238  DYNAMIC HT  -         296.231 (meters)     971.88  (feet)  COMP
 PO0238  MODELED GRAV-     980,486.5   (mgal)                       NAVD 88
 PO0238
 PO0238  VERT ORDER  -  SECOND    CLASS 0
 PO0238
 PO0238.The horizontal coordinates were scaled from a topographic map and have
 PO0238.an estimated accuracy of +/- 6 seconds.
 PO0238
 PO0238.The orthometric height was determined by differential leveling
 PO0238.and adjusted by the National Geodetic Survey in June 1991..
 PO0238
 PO0238.The geoid height was determined by GEOID03.
 PO0238
 PO0238.The dynamic height is computed by dividing the NAVD 88
 PO0238.geopotential number by the normal gravity value computed on the
 PO0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0238.degrees latitude (g = 980.6199 gals.).
 PO0238
 PO0238.The modeled gravity was interpolated from observed gravity values.
 PO0238
 PO0238;                    North         East    Units  Estimated Accuracy
 PO0238;SPC WI C     -    96,750.      507,760.      MT  (+/- 180 meters Scaled)
 PO0238
 PO0238                          SUPERSEDED SURVEY CONTROL
 PO0238
 PO0238  NGVD 29 (??/??/92)  296.257  (m)          971.97   (f) ADJ UNCH    2 0
 PO0238
 PO0238.Superseded values are not recommended for survey control.
 PO0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0238.See file dsdata.txt to determine how the superseded data were derived.
 PO0238
 PO0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK454510(NAD 83)
 PO0238_MARKER: DB = BENCH MARK DISK
 PO0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0238+STABILITY: SURFACE MOTION
 PO0238
 PO0238  HISTORY     - Date     Condition        Report By
 PO0238  HISTORY     - UNK      MONUMENTED       CGS
 PO0238  HISTORY     - 1934     GOOD             NGS
 PO0238  HISTORY     - 20031106 MARK NOT FOUND   WIDT
 PO0238
 PO0238                          STATION DESCRIPTION
 PO0238
 PO0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PO0238'2.7 MI N FROM AUGUSTA.
 PO0238'2.7 MILES NORTH OF AUGUSTA DEPOT 22 FEET EAST OF THE CENTER OF
 PO0238'EAST RACK OF C. AND N. W. RY. 15 FEET EAST OF SIGNAL BLOCK 106-9
 PO0238'21 FEET NORTH OF CENTER OF ROAD AT MILE POST 106.8
 PO0238
 PO0238                          STATION RECOVERY (2003)
 PO0238
 PO0238'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0106 ***********************************************************************
 QN0106  DESIGNATION -  G 53
 QN0106  PID         -  QN0106
 QN0106  STATE/COUNTY-  WI/TAYLOR
 QN0106  USGS QUAD   -  WESTBORO (1970)
 QN0106
 QN0106                         *CURRENT SURVEY CONTROL
 QN0106  ___________________________________________________________________
 QN0106* NAD 83(1986)-  45 18 31.     (N)    090 18 13.     (W)     SCALED    
 QN0106* NAVD 88     -       468.493  (meters)    1537.05   (feet)  ADJUSTED  
 QN0106  ___________________________________________________________________
 QN0106  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 QN0106  DYNAMIC HT  -         468.457 (meters)    1536.93  (feet)  COMP
 QN0106  MODELED GRAV-     980,525.5   (mgal)                       NAVD 88
 QN0106
 QN0106  VERT ORDER  -  SECOND    CLASS 0
 QN0106
 QN0106.The horizontal coordinates were scaled from a topographic map and have
 QN0106.an estimated accuracy of +/- 6 seconds.
 QN0106
 QN0106.The orthometric height was determined by differential leveling
 QN0106.and adjusted by the National Geodetic Survey in June 1991..
 QN0106
 QN0106.The geoid height was determined by GEOID03.
 QN0106
 QN0106.The dynamic height is computed by dividing the NAVD 88
 QN0106.geopotential number by the normal gravity value computed on the
 QN0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0106.degrees latitude (g = 980.6199 gals.).
 QN0106
 QN0106.The modeled gravity was interpolated from observed gravity values.
 QN0106
 QN0106;                    North         East    Units  Estimated Accuracy
 QN0106;SPC WI C     -   163,980.      576,190.      MT  (+/- 180 meters Scaled)
 QN0106
 QN0106                          SUPERSEDED SURVEY CONTROL
 QN0106
 QN0106  NGVD 29 (??/??/92)  468.485  (m)         1537.02   (f) ADJ UNCH    2 0
 QN0106
 QN0106.Superseded values are not recommended for survey control.
 QN0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0106.See file dsdata.txt to determine how the superseded data were derived.
 QN0106
 QN0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL113207(NAD 83)
 QN0106_MARKER: DB = BENCH MARK DISK
 QN0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0106_STAMPING: G 53 1934
 QN0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0106+STABILITY: SURFACE MOTION
 QN0106
 QN0106  HISTORY     - Date     Condition        Report By
 QN0106  HISTORY     - 1934     MONUMENTED       CGS
 QN0106  HISTORY     - 20041006 MARK NOT FOUND   WIDT
 QN0106
 QN0106                          STATION DESCRIPTION
 QN0106
 QN0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QN0106'1.2 MI N FROM CHELSEA.
 QN0106'1.2 MILES NORTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QN0106'MARIE RAILWAY FROM CHELSEA, TAYLOR COUNTY, 46 FEET WEST OF
 QN0106'MILEPOST 329, ABOUT 85 FEET NORTHEAST OF A COUNTY ROAD JUNCTION,
 QN0106'AND 15 FEET WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD
 QN0106'DISK, STAMPED G 53 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QN0106
 QN0106                          STATION RECOVERY (2004)
 QN0106
 QN0106'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0179 ***********************************************************************
 PO0179  DESIGNATION -  G 54
 PO0179  PID         -  PO0179
 PO0179  STATE/COUNTY-  WI/CLARK
 PO0179  USGS QUAD   -  FAIRCHILD (1979)
 PO0179
 PO0179                         *CURRENT SURVEY CONTROL
 PO0179  ___________________________________________________________________
 PO0179* NAD 83(1986)-  44 30 36.     (N)    090 52 38.     (W)     SCALED    
 PO0179* NAVD 88     -       303.019  (meters)     994.15   (feet)  ADJUSTED  
 PO0179  ___________________________________________________________________
 PO0179  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 PO0179  DYNAMIC HT  -         302.973 (meters)     994.00  (feet)  COMP
 PO0179  MODELED GRAV-     980,459.0   (mgal)                       NAVD 88
 PO0179
 PO0179  VERT ORDER  -  SECOND    CLASS 0
 PO0179
 PO0179.The horizontal coordinates were scaled from a topographic map and have
 PO0179.an estimated accuracy of +/- 6 seconds.
 PO0179
 PO0179.The orthometric height was determined by differential leveling
 PO0179.and adjusted by the National Geodetic Survey in June 1991..
 PO0179
 PO0179.The geoid height was determined by GEOID03.
 PO0179
 PO0179.The dynamic height is computed by dividing the NAVD 88
 PO0179.geopotential number by the normal gravity value computed on the
 PO0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0179.degrees latitude (g = 980.6199 gals.).
 PO0179
 PO0179.The modeled gravity was interpolated from observed gravity values.
 PO0179
 PO0179;                    North         East    Units  Estimated Accuracy
 PO0179;SPC WI C     -    75,570.      530,250.      MT  (+/- 180 meters Scaled)
 PO0179
 PO0179                          SUPERSEDED SURVEY CONTROL
 PO0179
 PO0179  NGVD 29 (??/??/92)  303.018  (m)          994.15   (f) ADJ UNCH    2 0
 PO0179
 PO0179.Superseded values are not recommended for survey control.
 PO0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0179.See file dsdata.txt to determine how the superseded data were derived.
 PO0179
 PO0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK687307(NAD 83)
 PO0179_MARKER: DB = BENCH MARK DISK
 PO0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0179_STAMPING: G 54 1934
 PO0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0179+STABILITY: SURFACE MOTION
 PO0179
 PO0179  HISTORY     - Date     Condition        Report By
 PO0179  HISTORY     - 1934     MONUMENTED       CGS
 PO0179  HISTORY     - 1977     MARK NOT FOUND   USGS
 PO0179  HISTORY     - 20031118 MARK NOT FOUND   WIDT
 PO0179
 PO0179                          STATION DESCRIPTION
 PO0179
 PO0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PO0179'1.6 MI S FROM HUMBIRD.
 PO0179'1.6 MILES SOUTHEAST ALONG THE CHICAGO, SAINT PAUL, MINNEAPOLIS
 PO0179'AND OMAHA RAILWAY FROM HUMBIRD, CLARK COUNTY, 16 POLES SOUTHEAST
 PO0179'OF MILEPOST 127, AT A ROAD CROSSING AT THE CLARK-JACKSON COUNTY
 PO0179'LINE, 30 FEET NORTH OF THE ROAD, AND 20 FEET NORTHEAST OF THE
 PO0179'CENTERLINE OF THE NORTHBOUND TRACK.  A STANDARD DISK, STAMPED
 PO0179'G 54 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 PO0179'ABOVE GROUND.
 PO0179
 PO0179                          STATION RECOVERY (1977)
 PO0179
 PO0179'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 PO0179'MARK NOT FOUND.
 PO0179
 PO0179                          STATION RECOVERY (2003)
 PO0179
 PO0179'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0113 ***********************************************************************
 PO0113  DESIGNATION -  G 55
 PO0113  PID         -  PO0113
 PO0113  STATE/COUNTY-  WI/MONROE
 PO0113  USGS QUAD   -  WYEVILLE (1981)
 PO0113
 PO0113                         *CURRENT SURVEY CONTROL
 PO0113  ___________________________________________________________________
 PO0113* NAD 83(1986)-  44 03 31.     (N)    090 25 06.     (W)     SCALED    
 PO0113* NAVD 88     -       284.263  (meters)     932.62   (feet)  ADJUSTED  
 PO0113  ___________________________________________________________________
 PO0113  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 PO0113  DYNAMIC HT  -         284.206 (meters)     932.43  (feet)  COMP
 PO0113  MODELED GRAV-     980,411.3   (mgal)                       NAVD 88
 PO0113
 PO0113  VERT ORDER  -  SECOND    CLASS 0
 PO0113
 PO0113.The horizontal coordinates were scaled from a topographic map and have
 PO0113.an estimated accuracy of +/- 6 seconds.
 PO0113
 PO0113.The orthometric height was determined by differential leveling
 PO0113.and adjusted by the National Geodetic Survey in June 1991..
 PO0113
 PO0113.The geoid height was determined by GEOID03.
 PO0113
 PO0113.The dynamic height is computed by dividing the NAVD 88
 PO0113.geopotential number by the normal gravity value computed on the
 PO0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0113.degrees latitude (g = 980.6199 gals.).
 PO0113
 PO0113.The modeled gravity was interpolated from observed gravity values.
 PO0113
 PO0113;                    North         East    Units  Estimated Accuracy
 PO0113;SPC WI S     -   228,780.      566,480.      MT  (+/- 180 meters Scaled)
 PO0113
 PO0113                          SUPERSEDED SURVEY CONTROL
 PO0113
 PO0113  NGVD 29 (??/??/92)  284.267  (m)          932.63   (f) ADJ UNCH    2 0
 PO0113
 PO0113.Superseded values are not recommended for survey control.
 PO0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0113.See file dsdata.txt to determine how the superseded data were derived.
 PO0113
 PO0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ067816(NAD 83)
 PO0113_MARKER: DB = BENCH MARK DISK
 PO0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0113+STABILITY: SURFACE MOTION
 PO0113
 PO0113  HISTORY     - Date     Condition        Report By
 PO0113  HISTORY     - UNK      MONUMENTED       CGS
 PO0113  HISTORY     - 1934     GOOD             NGS
 PO0113  HISTORY     - 1958     MARK NOT FOUND   USGS
 PO0113  HISTORY     - 20031107 MARK NOT FOUND   WIDT
 PO0113
 PO0113                          STATION DESCRIPTION
 PO0113
 PO0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PO0113'0.4 MI N FROM VALLEY JUNCTION.
 PO0113'0.4 MILE NORTH OF BY RAILROAD ALONG THE CHICAGO MINNEAPOLIS
 PO0113'ST PAUL AND OMAHA 20 FEET WEST OF CENTER OF SOUTHBOUND TRACK
 PO0113'WHERE THE COUNTY HIGHWAY N TURNS TO THE WEST MP 170 + 25 1/2
 PO0113'1 IN ABOVE THE GROUND.
 PO0113
 PO0113                          STATION RECOVERY (1958)
 PO0113
 PO0113'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 PO0113'MARK NOT FOUND.
 PO0113
 PO0113                          STATION RECOVERY (2003)
 PO0113
 PO0113'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0120 ***********************************************************************
 PO0120  DESIGNATION -  G 56
 PO0120  PID         -  PO0120
 PO0120  STATE/COUNTY-  WI/JACKSON
 PO0120  USGS QUAD   -  MERRILLAN (1984)
 PO0120
 PO0120                         *CURRENT SURVEY CONTROL
 PO0120  ___________________________________________________________________
 PO0120* NAD 83(1986)-  44 27 55.     (N)    090 48 58.     (W)     SCALED    
 PO0120* NAVD 88     -       292.235  (meters)     958.77   (feet)  ADJUSTED  
 PO0120  ___________________________________________________________________
 PO0120  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 PO0120  DYNAMIC HT  -         292.191 (meters)     958.63  (feet)  COMP
 PO0120  MODELED GRAV-     980,459.9   (mgal)                       NAVD 88
 PO0120
 PO0120  VERT ORDER  -  SECOND    CLASS 0
 PO0120
 PO0120.The horizontal coordinates were scaled from a topographic map and have
 PO0120.an estimated accuracy of +/- 6 seconds.
 PO0120
 PO0120.The orthometric height was determined by differential leveling
 PO0120.and adjusted by the National Geodetic Survey in June 1991..
 PO0120
 PO0120.The geoid height was determined by GEOID03.
 PO0120
 PO0120.The dynamic height is computed by dividing the NAVD 88
 PO0120.geopotential number by the normal gravity value computed on the
 PO0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0120.degrees latitude (g = 980.6199 gals.).
 PO0120
 PO0120.The modeled gravity was interpolated from observed gravity values.
 PO0120
 PO0120;                    North         East    Units  Estimated Accuracy
 PO0120;SPC WI C     -    70,550.      535,060.      MT  (+/- 180 meters Scaled)
 PO0120
 PO0120                          SUPERSEDED SURVEY CONTROL
 PO0120
 PO0120  NGVD 29 (??/??/92)  292.238  (m)          958.78   (f) ADJ UNCH    2 0
 PO0120
 PO0120.Superseded values are not recommended for survey control.
 PO0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0120.See file dsdata.txt to determine how the superseded data were derived.
 PO0120
 PO0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK737258(NAD 83)
 PO0120_MARKER: DB = BENCH MARK DISK
 PO0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0120_STAMPING: G 56 1934
 PO0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0120+STABILITY: SURFACE MOTION
 PO0120
 PO0120  HISTORY     - Date     Condition        Report By
 PO0120  HISTORY     - 1934     MONUMENTED       CGS
 PO0120
 PO0120                          STATION DESCRIPTION
 PO0120
 PO0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PO0120'1.6 MI NE FROM MERRILLAN.
 PO0120'ABOUT 1.6 MILES NORTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 PO0120'AND OMAHA RAILWAY FROM MERRILLAN, JACKSON COUNTY, 75 FEET NORTH
 PO0120'OF MILEPOST 1+20, ABOUT 6 RAILS SOUTH OF A YARD LIMITS SIGN, ABOUT
 PO0120'2 RAILS NORTH OF A COUNTY ROAD, 20 FEET WEST OF THE CENTER LINE
 PO0120'OF THE TRACK, AND 6 FEET SOUTHEAST OF A FENCE LINE.  A STANDARD
 PO0120'DISK, STAMPED G 56 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0303 ***********************************************************************
 PO0303  DESIGNATION -  G 58
 PO0303  PID         -  PO0303
 PO0303  STATE/COUNTY-  WI/EAU CLAIRE
 PO0303  USGS QUAD   -  EAU CLAIRE WEST (1982)
 PO0303
 PO0303                         *CURRENT SURVEY CONTROL
 PO0303  ___________________________________________________________________
 PO0303* NAD 83(1986)-  44 45 04.     (N)    091 35 24.     (W)     SCALED    
 PO0303* NAVD 88     -       237.650  (meters)     779.69   (feet)  ADJUSTED  
 PO0303  ___________________________________________________________________
 PO0303  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 PO0303  DYNAMIC HT  -         237.627 (meters)     779.61  (feet)  COMP
 PO0303  MODELED GRAV-     980,513.9   (mgal)                       NAVD 88
 PO0303
 PO0303  VERT ORDER  -  SECOND    CLASS 0
 PO0303
 PO0303.The horizontal coordinates were scaled from a topographic map and have
 PO0303.an estimated accuracy of +/- 6 seconds.
 PO0303
 PO0303.The orthometric height was determined by differential leveling
 PO0303.and adjusted by the National Geodetic Survey in June 1991..
 PO0303
 PO0303.The geoid height was determined by GEOID03.
 PO0303
 PO0303.The dynamic height is computed by dividing the NAVD 88
 PO0303.geopotential number by the normal gravity value computed on the
 PO0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0303.degrees latitude (g = 980.6199 gals.).
 PO0303
 PO0303.The modeled gravity was interpolated from observed gravity values.
 PO0303
 PO0303;                    North         East    Units  Estimated Accuracy
 PO0303;SPC WI C     -   103,210.      474,110.      MT  (+/- 180 meters Scaled)
 PO0303
 PO0303                          SUPERSEDED SURVEY CONTROL
 PO0303
 PO0303  NGVD 29 (??/??/92)  237.634  (m)          779.64   (f) ADJ UNCH    2 0
 PO0303
 PO0303.Superseded values are not recommended for survey control.
 PO0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0303.See file dsdata.txt to determine how the superseded data were derived.
 PO0303
 PO0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK116562(NAD 83)
 PO0303_MARKER: DB = BENCH MARK DISK
 PO0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0303+STABILITY: SURFACE MOTION
 PO0303_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PO0303+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2004
 PO0303
 PO0303  HISTORY     - Date     Condition        Report By
 PO0303  HISTORY     - UNK      MONUMENTED       CGS
 PO0303  HISTORY     - 1934     GOOD             NGS
 PO0303  HISTORY     - 20040416 GOOD             INDIV
 PO0303  HISTORY     - 20040823 GOOD             USPSQD
 PO0303
 PO0303                          STATION DESCRIPTION
 PO0303
 PO0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PO0303'6.7 MI SW FROM EAU CLAIRE.
 PO0303'45 FEET NORTH OF CENTER OF MAIN TRACK OF C. M. ST. P. AND P.
 PO0303'RR.  34 FEET WEST OF CENTER OF ROAD 6 FEET WEST OF FENCE CORNER
 PO0303'AT MILE POST 41.8.
 PO0303
 PO0303                          STATION RECOVERY (2004)
 PO0303
 PO0303'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (LEK)
 PO0303'RR. ABANDONED, TRACK REMOVED, RAIL BED BITUMINOUSED SURFACED FOR STATE
 PO0303'HIKING TRAIL.
 PO0303'POINT IS UNDER OVERHEAD POWER LINE
 PO0303'POINT IS 18' SOUTH OF METAL IRRIGATION STAND PIPE.
 PO0303
 PO0303                          STATION RECOVERY (2004)
 PO0303
 PO0303'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWS)
 PO0303'RY NOW A BIKE AND WALKING TRAIL. WITNESS POST NEXT TO MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP0590 ***********************************************************************
 PP0590  DESIGNATION -  G 59
 PP0590  PID         -  PP0590
 PP0590  STATE/COUNTY-  WI/PIERCE
 PP0590  USGS QUAD   -  DIAMOND BLUFF EAST (1974)
 PP0590
 PP0590                         *CURRENT SURVEY CONTROL
 PP0590  ___________________________________________________________________
 PP0590* NAD 83(1986)-  44 43 52.     (N)    092 31 05.     (W)     SCALED    
 PP0590* NAVD 88     -       302.155  (meters)     991.32   (feet)  ADJUSTED  
 PP0590  ___________________________________________________________________
 PP0590  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 PP0590  DYNAMIC HT  -         302.111 (meters)     991.18  (feet)  COMP
 PP0590  MODELED GRAV-     980,462.7   (mgal)                       NAVD 88
 PP0590
 PP0590  VERT ORDER  -  SECOND    CLASS 0
 PP0590
 PP0590.The horizontal coordinates were scaled from a topographic map and have
 PP0590.an estimated accuracy of +/- 6 seconds.
 PP0590
 PP0590.The orthometric height was determined by differential leveling
 PP0590.and adjusted by the National Geodetic Survey in June 1991..
 PP0590
 PP0590.The geoid height was determined by GEOID03.
 PP0590
 PP0590.The dynamic height is computed by dividing the NAVD 88
 PP0590.geopotential number by the normal gravity value computed on the
 PP0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0590.degrees latitude (g = 980.6199 gals.).
 PP0590
 PP0590.The modeled gravity was interpolated from observed gravity values.
 PP0590
 PP0590;                    North         East    Units  Estimated Accuracy
 PP0590;SPC WI C     -   102,850.      400,580.      MT  (+/- 180 meters Scaled)
 PP0590
 PP0590                          SUPERSEDED SURVEY CONTROL
 PP0590
 PP0590  NGVD 29 (??/??/92)  302.149  (m)          991.30   (f) ADJ UNCH    2 0
 PP0590
 PP0590.Superseded values are not recommended for survey control.
 PP0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0590.See file dsdata.txt to determine how the superseded data were derived.
 PP0590
 PP0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK381531(NAD 83)
 PP0590_MARKER: DB = BENCH MARK DISK
 PP0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0590_STAMPING: G 59 1934
 PP0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0590+STABILITY: SURFACE MOTION
 PP0590
 PP0590  HISTORY     - Date     Condition        Report By
 PP0590  HISTORY     - 1934     MONUMENTED       CGS
 PP0590  HISTORY     - 20031203 MARK NOT FOUND   WIDT
 PP0590
 PP0590                          STATION DESCRIPTION
 PP0590
 PP0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PP0590'1.66 MI SW FROM ELLSWORTH.
 PP0590'1.66 MILES SOUTHWEST OF BY HIGHWAY AT THE JUNCTION OF STATE HIGHWAYS
 PP0590'NO. 34 AND NO. 46 50 FEET NORTH OF CENTER OF HIGHWAY NO. 34 2 FEET
 PP0590'FROM TELEPHONE POLE NO. 67 ON THE EXTENSION OF THE CENTERLINE OF NO.
 PP0590'46 TO THE SOUTH 1 IN. ABOVE THE GROUND.
 PP0590
 PP0590                          STATION RECOVERY (2003)
 PP0590
 PP0590'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PP0590'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP0591 ***********************************************************************
 PP0591  DESIGNATION -  G 59 RESET
 PP0591  PID         -  PP0591
 PP0591  STATE/COUNTY-  WI/PIERCE
 PP0591  USGS QUAD   -  DIAMOND BLUFF EAST (1974)
 PP0591
 PP0591                         *CURRENT SURVEY CONTROL
 PP0591  ___________________________________________________________________
 PP0591* NAD 83(1986)-  44 43 52.     (N)    092 31 05.     (W)     SCALED    
 PP0591* NAVD 88     -       300.50   (+/-2cm)     985.9    (feet)  VERTCON   
 PP0591  ___________________________________________________________________
 PP0591  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 PP0591
 PP0591  VERT ORDER  -  THIRD (See Below)
 PP0591
 PP0591.The horizontal coordinates were scaled from a topographic map and have
 PP0591.an estimated accuracy of +/- 6 seconds.
 PP0591
 PP0591.The NAVD 88 height was computed by applying the VERTCON shift value to
 PP0591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PP0591.The vertical order pertains to the NGVD 29 superseded value.
 PP0591
 PP0591.The geoid height was determined by GEOID03.
 PP0591
 PP0591;                    North         East    Units  Estimated Accuracy
 PP0591;SPC WI C     -   102,850.      400,580.      MT  (+/- 180 meters Scaled)
 PP0591
 PP0591                          SUPERSEDED SURVEY CONTROL
 PP0591
 PP0591  NGVD 29 (09/01/04)  300.49   (m)          985.9    (f) RESET       3  
 PP0591
 PP0591.Superseded values are not recommended for survey control.
 PP0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0591.See file dsdata.txt to determine how the superseded data were derived.
 PP0591
 PP0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK381531(NAD 83)
 PP0591_MARKER: DD = SURVEY DISK
 PP0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0591_STAMPING: G 59 RESET 1967
 PP0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0591+STABILITY: SURFACE MOTION
 PP0591
 PP0591  HISTORY     - Date     Condition        Report By
 PP0591  HISTORY     - 1967     MONUMENTED       WIDT
 PP0591
 PP0591                          STATION DESCRIPTION
 PP0591
 PP0591'DESCRIBED BY WI DEPT OF TRANSP 1967
 PP0591'1.7 MI SW FROM ELLSWORTH.
 PP0591'1.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 10 FROM ELLSWORTH, AT THE
 PP0591'JUNCTION OF U.S. HIGHWAY 10, U.S. HIGHWAY 63 AND STATE HIGHWAY 35, IN
 PP0591'THE SOUTHWEST QUADRANT OF THE JUNCTION, 140 FEET SOUTH OF THE CENTER
 PP0591'LINE OF U.S. HIGHWAY 10 EAST-BOUND LANE ALONG THE CENTER LINE OF U.S.
 PP0591'HIGHWAY 63 AND STATE HIGHWAY 35 AND THENCE WESTERLY 85 FEET TO A
 PP0591'LOCATION ABOUT IN LINE WITH THE HIGHWAY RIGHT-OF-WAY, SET IN THE TOP
 PP0591'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0115 ***********************************************************************
 PN0115  DESIGNATION -  G 6
 PN0115  PID         -  PN0115
 PN0115  STATE/COUNTY-  WI/OCONTO
 PN0115  USGS QUAD   -  SUAMICO (1974)
 PN0115
 PN0115                         *CURRENT SURVEY CONTROL
 PN0115  ___________________________________________________________________
 PN0115* NAD 83(1986)-  44 41 35.     (N)    088 00 56.     (W)     SCALED    
 PN0115* NAVD 88     -       180.563  (meters)     592.40   (feet)  ADJUSTED  
 PN0115  ___________________________________________________________________
 PN0115  GEOID HEIGHT-         -36.27  (meters)                     GEOID03
 PN0115  DYNAMIC HT  -         180.544 (meters)     592.33  (feet)  COMP
 PN0115  MODELED GRAV-     980,505.9   (mgal)                       NAVD 88
 PN0115
 PN0115  VERT ORDER  -  FIRST     CLASS 0
 PN0115
 PN0115.The horizontal coordinates were scaled from a topographic map and have
 PN0115.an estimated accuracy of +/- 6 seconds.
 PN0115
 PN0115.The orthometric height was determined by differential leveling
 PN0115.and adjusted by the National Geodetic Survey in June 1991..
 PN0115
 PN0115.The geoid height was determined by GEOID03.
 PN0115
 PN0115.The dynamic height is computed by dividing the NAVD 88
 PN0115.geopotential number by the normal gravity value computed on the
 PN0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0115.degrees latitude (g = 980.6199 gals.).
 PN0115
 PN0115.The modeled gravity was interpolated from observed gravity values.
 PN0115
 PN0115;                    North         East    Units  Estimated Accuracy
 PN0115;SPC WI C     -    97,450.      757,280.      MT  (+/- 180 meters Scaled)
 PN0115
 PN0115                          SUPERSEDED SURVEY CONTROL
 PN0115
 PN0115  NGVD 29 (??/??/92)  180.545  (m)          592.34   (f) ADJ UNCH    1 0
 PN0115
 PN0115.Superseded values are not recommended for survey control.
 PN0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0115.See file dsdata.txt to determine how the superseded data were derived.
 PN0115
 PN0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ195493(NAD 83)
 PN0115_MARKER: DR = REFERENCE MARK DISK
 PN0115_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PN0115_SP_SET: BRIDGE
 PN0115_STAMPING: G 6 1930 592.338
 PN0115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0115_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0115+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2005
 PN0115
 PN0115  HISTORY     - Date     Condition        Report By
 PN0115  HISTORY     - 1930     MONUMENTED       CGS
 PN0115  HISTORY     - 1972     GOOD             NGS
 PN0115  HISTORY     - 20051208 GOOD             WIDT
 PN0115
 PN0115                          STATION DESCRIPTION
 PN0115
 PN0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PN0115'2.3 MI SE FROM LITTLE SUAMICO.
 PN0115'ABOUT 2.1 MILES SOUTHEAST ALONG COUNTY ROAD J FROM THE ST JOHN
 PN0115'LUTHERAN CHURCH AT LITTLE SUAMICO, THENCE 0.2 MILE EAST ACROSS
 PN0115'A CULTIVATED FIELD, ABOUT 1.2 MILES SOUTH ALONG THE CHICAGO AND
 PN0115'NORTH WESTERN RAILWAY FROM A RAILROAD BRIDGE OVER THE LITTLE
 PN0115'SUAMICO RIVER, SET IN THE TOP OF THE WEST END OF THE NORTH
 PN0115'ABUTMENT FOR A 10 FOOT CONCRETE BRIDGE UNDER THE TRACK, 9.8 FEET
 PN0115'WEST OF THE WEST RAIL AND 1 FOOT BELOW THE LEVEL OF THE TRACK.
 PN0115'SEC 25, T 26 N, R 20 E.
 PN0115
 PN0115                          STATION RECOVERY (2005)
 PN0115
 PN0115'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0115'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0264 ***********************************************************************
 PO0264  DESIGNATION -  G 60
 PO0264  PID         -  PO0264
 PO0264  STATE/COUNTY-  WI/TREMPEALEAU
 PO0264  USGS QUAD   -  INDEPENDENCE (1973)
 PO0264
 PO0264                         *CURRENT SURVEY CONTROL
 PO0264  ___________________________________________________________________
 PO0264* NAD 83(1986)-  44 18 05.     (N)    091 27 36.     (W)     SCALED    
 PO0264* NAVD 88     -       230.083  (meters)     754.86   (feet)  ADJUSTED  
 PO0264  ___________________________________________________________________
 PO0264  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 PO0264  DYNAMIC HT  -         230.054 (meters)     754.77  (feet)  COMP
 PO0264  MODELED GRAV-     980,484.9   (mgal)                       NAVD 88
 PO0264
 PO0264  VERT ORDER  -  SECOND    CLASS 0
 PO0264
 PO0264.The horizontal coordinates were scaled from a topographic map and have
 PO0264.an estimated accuracy of +/- 6 seconds.
 PO0264
 PO0264.The orthometric height was determined by differential leveling
 PO0264.and adjusted by the National Geodetic Survey in June 1991..
 PO0264
 PO0264.The geoid height was determined by GEOID03.
 PO0264
 PO0264.The dynamic height is computed by dividing the NAVD 88
 PO0264.geopotential number by the normal gravity value computed on the
 PO0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0264.degrees latitude (g = 980.6199 gals.).
 PO0264
 PO0264.The modeled gravity was interpolated from observed gravity values.
 PO0264
 PO0264;                    North         East    Units  Estimated Accuracy
 PO0264;SPC WI C     -    53,060.      483,500.      MT  (+/- 180 meters Scaled)
 PO0264
 PO0264                          SUPERSEDED SURVEY CONTROL
 PO0264
 PO0264  NGVD 29 (??/??/92)  230.098  (m)          754.91   (f) ADJ UNCH    2 0
 PO0264
 PO0264.Superseded values are not recommended for survey control.
 PO0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0264.See file dsdata.txt to determine how the superseded data were derived.
 PO0264
 PO0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK228065(NAD 83)
 PO0264_MARKER: DB = BENCH MARK DISK
 PO0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0264+STABILITY: SURFACE MOTION
 PO0264
 PO0264  HISTORY     - Date     Condition        Report By
 PO0264  HISTORY     - UNK      MONUMENTED       CGS
 PO0264  HISTORY     - 1934     GOOD             NGS
 PO0264  HISTORY     - 20031119 MARK NOT FOUND   WIDT
 PO0264
 PO0264                          STATION DESCRIPTION
 PO0264
 PO0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PO0264'4 MI NE FROM ARCADIA.
 PO0264'4.0 MILES NORTH EAST OF BY RAILROAD ALONG THE GREEN BAY AND
 PO0264'WESTERN RR 15 FEET SOUTH OF CENTER OF TRACK 15 FEET WEST OF
 PO0264'FARM ROAD CROSSING 100 FEET SOUTH OF CENTER OF STATE HIGHWAY 93
 PO0264'1 IN ABOVE THE GROUND
 PO0264
 PO0264                          STATION RECOVERY (2003)
 PO0264
 PO0264'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0264'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0149 ***********************************************************************
 RM0149  DESIGNATION -  G 61
 RM0149  PID         -  RM0149
 RM0149  STATE/COUNTY-  WI/IRON
 RM0149  USGS QUAD   -  MERCER (1981)
 RM0149
 RM0149                         *CURRENT SURVEY CONTROL
 RM0149  ___________________________________________________________________
 RM0149* NAD 83(1986)-  46 10 59.     (N)    090 02 16.     (W)     SCALED    
 RM0149* NAVD 88     -       487.964  (meters)    1600.93   (feet)  ADJUSTED  
 RM0149  ___________________________________________________________________
 RM0149  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 RM0149  DYNAMIC HT  -         487.961 (meters)    1600.92  (feet)  COMP
 RM0149  MODELED GRAV-     980,592.5   (mgal)                       NAVD 88
 RM0149
 RM0149  VERT ORDER  -  SECOND    CLASS 0
 RM0149
 RM0149.The horizontal coordinates were scaled from a topographic map and have
 RM0149.an estimated accuracy of +/- 6 seconds.
 RM0149
 RM0149.The orthometric height was determined by differential leveling
 RM0149.and adjusted by the National Geodetic Survey in June 1991..
 RM0149
 RM0149.The geoid height was determined by GEOID03.
 RM0149
 RM0149.The dynamic height is computed by dividing the NAVD 88
 RM0149.geopotential number by the normal gravity value computed on the
 RM0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0149.degrees latitude (g = 980.6199 gals.).
 RM0149
 RM0149.The modeled gravity was interpolated from observed gravity values.
 RM0149
 RM0149;                    North         East    Units  Estimated Accuracy
 RM0149;SPC WI N     -   112,970.      597,080.      MT  (+/- 180 meters Scaled)
 RM0149
 RM0149                          SUPERSEDED SURVEY CONTROL
 RM0149
 RM0149  NGVD 29 (??/??/92)  487.948  (m)         1600.88   (f) ADJ UNCH    2 0
 RM0149
 RM0149.Superseded values are not recommended for survey control.
 RM0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0149.See file dsdata.txt to determine how the superseded data were derived.
 RM0149
 RM0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM286186(NAD 83)
 RM0149_MARKER: DB = BENCH MARK DISK
 RM0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0149_STAMPING: G 61 1948
 RM0149_MARK LOGO: CGS   
 RM0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0149+STABILITY: SURFACE MOTION
 RM0149_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0149+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2005
 RM0149
 RM0149  HISTORY     - Date     Condition        Report By
 RM0149  HISTORY     - 1948     MONUMENTED       CGS
 RM0149  HISTORY     - 1982     GOOD             NGS
 RM0149  HISTORY     - 20030711 GOOD             USPSQD
 RM0149  HISTORY     - 20041124 GOOD             USPSQD
 RM0149  HISTORY     - 20050914 GOOD             WIDT
 RM0149
 RM0149                          STATION DESCRIPTION
 RM0149
 RM0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RM0149'1.8 MI NE FROM MERCER.
 RM0149'ABOUT 0.8 MILE NORTH ALONG A BLACK TOP ROAD FROM THE MERCER
 RM0149'SCHOOL AT MERCER, THENCE ABOUT 0.95 MILE EAST ALONG A GRAVEL
 RM0149'ROAD, AT THE WEST END OF A CUT, AT THE JUNCTION OF A DIM ROAD
 RM0149'SOUTH TO F. WICKS PROPERTY, ABOUT 0.3 MILE EAST OF A TRIPLE
 RM0149'36-INCH PIPE CULVERT, 27 FEET SOUTH OF THE CENTER LINE OF THE
 RM0149'ROAD, 49 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION, 22 FEET
 RM0149'EAST OF THE CENTER OF THE ROAD SOUTH, 11 FEET NORTHEAST OF A
 RM0149'TELEPHONE POLE, 1 1/2 FEET ABOVE THE ROAD AND SET IN THE TOP
 RM0149'OF A CONCRETE POST PROJECTING 5 INCHES.
 RM0149
 RM0149                          STATION RECOVERY (1982)
 RM0149
 RM0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RM0149'RECOVERED IN GOOD CONDITION.  NOTE, 4.0 KM (2.5 MI) NORTHEAST ALONG
 RM0149'STATE ROUTE J FROM THE JUNCTION OF U.S. HIGHWAY 51 IN MERCER, THENCE
 RM0149'1.1 KM (0.7 MI) NORTHWEST ALONG A DIRT ROAD, AT A DIM TRACK ROAD
 RM0149'LEADING SOUTH.
 RM0149
 RM0149                          STATION RECOVERY (2003)
 RM0149
 RM0149'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0149'RECOVERED IN GOOD CONDITION.  TO REACH THE STATION, GO EAST ON COUNTY
 RM0149'HIGHWAY J FROM HIGHWAY 51 IN MERCER FOR 0.9 MILES TO COUNTY HIGHWAY H
 RM0149'NORTH.  CONTINUE EAST ON CTH J FOR 0.6 MILE TO BEAVER ROAD ON THE
 RM0149'LEFT.  TURN LEFT (NORTH) ON BEAVER ROAD FOR 0.3 MILE TO THE STATION ON
 RM0149'THE RIGHT.
 RM0149'THE STATION IS 27 FEET SOUTH OF THE CENTERLINE OF BEAVER ROAD, 22 FEET
 RM0149'EAST OF THE CENTERLINE OF A GRAVEL DRIVEWAY TO 2201W, 3 FEET EAST OF A
 RM0149'GREEN BURIED CABLE PEDESTAL NUMBER 9000-8, AND 1 FOOT NORTH OF A WHITE
 RM0149'METAL WITNESS POST.
 RM0149
 RM0149                          STATION RECOVERY (2004)
 RM0149
 RM0149'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0149'RECOVERED IN GOOD CONDITION.
 RM0149
 RM0149                          STATION RECOVERY (2005)
 RM0149
 RM0149'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RM0149'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL1096 ***********************************************************************
 RL1096  DESIGNATION -  G 62
 RL1096  PID         -  RL1096
 RL1096  STATE/COUNTY-  WI/VILAS
 RL1096  USGS QUAD   -  PHELPS (1981)
 RL1096
 RL1096                         *CURRENT SURVEY CONTROL
 RL1096  ___________________________________________________________________
 RL1096* NAD 83(1986)-  46 06 01.     (N)    089 06 21.     (W)     SCALED    
 RL1096* NAVD 88     -       550.990  (meters)    1807.71   (feet)  ADJUSTED  
 RL1096  ___________________________________________________________________
 RL1096  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 RL1096  DYNAMIC HT  -         550.986 (meters)    1807.69  (feet)  COMP
 RL1096  MODELED GRAV-     980,589.3   (mgal)                       NAVD 88
 RL1096
 RL1096  VERT ORDER  -  SECOND    CLASS 0
 RL1096
 RL1096.The horizontal coordinates were scaled from a topographic map and have
 RL1096.an estimated accuracy of +/- 6 seconds.
 RL1096
 RL1096.The orthometric height was determined by differential leveling
 RL1096.and adjusted by the National Geodetic Survey in June 1991..
 RL1096
 RL1096.The geoid height was determined by GEOID03.
 RL1096
 RL1096.The dynamic height is computed by dividing the NAVD 88
 RL1096.geopotential number by the normal gravity value computed on the
 RL1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1096.degrees latitude (g = 980.6199 gals.).
 RL1096
 RL1096.The modeled gravity was interpolated from observed gravity values.
 RL1096
 RL1096;                    North         East    Units  Estimated Accuracy
 RL1096;SPC WI N     -   104,160.      669,140.      MT  (+/- 180 meters Scaled)
 RL1096
 RL1096                          SUPERSEDED SURVEY CONTROL
 RL1096
 RL1096  NGVD 29 (??/??/92)  550.999  (m)         1807.74   (f) ADJ UNCH    2 0
 RL1096
 RL1096.Superseded values are not recommended for survey control.
 RL1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1096.See file dsdata.txt to determine how the superseded data were derived.
 RL1096
 RL1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS372073(NAD 83)
 RL1096_MARKER: DB = BENCH MARK DISK
 RL1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1096_STAMPING: G 62 1948
 RL1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1096+STABILITY: SURFACE MOTION
 RL1096
 RL1096  HISTORY     - Date     Condition        Report By
 RL1096  HISTORY     - 1948     MONUMENTED       CGS
 RL1096  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 RL1096  HISTORY     - 20020618 MARK NOT FOUND   USPSQD
 RL1096  HISTORY     - 20051006 MARK NOT FOUND   WIDT
 RL1096
 RL1096                          STATION DESCRIPTION
 RL1096
 RL1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1096'2.6 MI NW FROM PHELPS.
 RL1096'ABOUT 2.65 MILES NORTHWEST ALONG COUNTY HIGHWAY E FROM ITS
 RL1096'JUNCTION WITH STATE HIGHWAY 17 AT PHELPS, ABOUT 45 YARDS NORTH
 RL1096'OF THE TOP OF A GRADE, AT THE JUNCTION OF A ROAD LEADING
 RL1096'NORTHEAST, 62 FEET EAST OF THE CENTER LINE OF THE COUNTY HIGHWAY,
 RL1096'23 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD NORTHEAST,
 RL1096'2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, 2 FEET ABOVE
 RL1096'THE COUNTY ROAD, ABOUT LEVEL WITH THE ROAD NORTHEAST AND SET
 RL1096'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL1096
 RL1096                          STATION RECOVERY (1997)
 RL1096
 RL1096'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL1096'MARK NOT FOUND.
 RL1096
 RL1096                          STATION RECOVERY (2002)
 RL1096
 RL1096'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL1096'MARK NOT FOUND.
 RL1096
 RL1096                          STATION RECOVERY (2005)
 RL1096
 RL1096'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1096'MARK NOT FOUND.  ADD-THE AREA OF THE STATION'S LOCATION HAS BEEN
 RL1096'WORKED OVER BY PLOWS AND LOG SKIDDERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL1084 ***********************************************************************
 RL1084  DESIGNATION -  G 63
 RL1084  PID         -  RL1084
 RL1084  STATE/COUNTY-  WI/VILAS
 RL1084  USGS QUAD   -  PHELPS (1981)
 RL1084
 RL1084                         *CURRENT SURVEY CONTROL
 RL1084  ___________________________________________________________________
 RL1084* NAD 83(1986)-  46 04 08.     (N)    089 03 23.     (W)     SCALED    
 RL1084* NAVD 88     -       542.423  (meters)    1779.60   (feet)  ADJUSTED  
 RL1084  ___________________________________________________________________
 RL1084  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 RL1084  DYNAMIC HT  -         542.415 (meters)    1779.57  (feet)  COMP
 RL1084  MODELED GRAV-     980,582.5   (mgal)                       NAVD 88
 RL1084
 RL1084  VERT ORDER  -  SECOND    CLASS 0
 RL1084
 RL1084.The horizontal coordinates were scaled from a topographic map and have
 RL1084.an estimated accuracy of +/- 6 seconds.
 RL1084
 RL1084.The orthometric height was determined by differential leveling
 RL1084.and adjusted by the National Geodetic Survey in June 1991..
 RL1084
 RL1084.The geoid height was determined by GEOID03.
 RL1084
 RL1084.The dynamic height is computed by dividing the NAVD 88
 RL1084.geopotential number by the normal gravity value computed on the
 RL1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1084.degrees latitude (g = 980.6199 gals.).
 RL1084
 RL1084.The modeled gravity was interpolated from observed gravity values.
 RL1084
 RL1084;                    North         East    Units  Estimated Accuracy
 RL1084;SPC WI N     -   100,710.      673,000.      MT  (+/- 180 meters Scaled)
 RL1084
 RL1084                          SUPERSEDED SURVEY CONTROL
 RL1084
 RL1084  NGVD 29 (??/??/92)  542.427  (m)         1779.61   (f) ADJ UNCH    2 0
 RL1084
 RL1084.Superseded values are not recommended for survey control.
 RL1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1084.See file dsdata.txt to determine how the superseded data were derived.
 RL1084
 RL1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS409037(NAD 83)
 RL1084_MARKER: DB = BENCH MARK DISK
 RL1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1084_STAMPING: G 63 1948
 RL1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1084+STABILITY: SURFACE MOTION
 RL1084
 RL1084  HISTORY     - Date     Condition        Report By
 RL1084  HISTORY     - 1948     MONUMENTED       CGS
 RL1084  HISTORY     - 20020618 MARK NOT FOUND   USPSQD
 RL1084  HISTORY     - 20051005 MARK NOT FOUND   WIDT
 RL1084
 RL1084                          STATION DESCRIPTION
 RL1084
 RL1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1084'1.8 MI E FROM PHELPS.
 RL1084'ABOUT 1.85 MILES EAST ALONG STATE HIGHWAY 17 FROM THE PHELPS
 RL1084'STATE BANK BUILDING AT PHELPS, AT THE T JUNCTION OF A BLACK
 RL1084'TOP ROAD (ELVOY ROAD) LEADING SOUTH, 129 FEET SOUTH OF THE
 RL1084'CENTER LINE OF THE HIGHWAY, 27 FEET WEST OF THE CENTER LINE OF
 RL1084'THE ROAD SOUTH, 8 FEET NORTH OF POWER POLE NO. 30 L N 37.669,
 RL1084'2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 8 FEET BELOW
 RL1084'THE HIGHWAY, ABOUT LEVEL WITH ELVOY ROAD AND SET IN THE TOP
 RL1084'OF A CONCRETE POST PROJECTING 6 INCHES.
 RL1084
 RL1084                          STATION RECOVERY (2002)
 RL1084
 RL1084'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL1084'MARK NOT FOUND.
 RL1084
 RL1084                          STATION RECOVERY (2005)
 RL1084
 RL1084'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1084'MARK NOT FOUND.  ADD  MEASURED THE DISTANCES FROM STATE HIGHWAY 17 AND
 RL1084'THE COUNTY HIGHWAY A, BUT NO EVIDENCE OF THE STATION WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL1085 ***********************************************************************
 RL1085  DESIGNATION -  G 63 RESET 1967
 RL1085  PID         -  RL1085
 RL1085  STATE/COUNTY-  WI/VILAS
 RL1085  USGS QUAD   -  PHELPS (1981)
 RL1085
 RL1085                         *CURRENT SURVEY CONTROL
 RL1085  ___________________________________________________________________
 RL1085* NAD 83(1986)-  46 04 08.     (N)    089 03 23.     (W)     SCALED    
 RL1085* NAVD 88     -       542.34   (+/-2cm)    1779.3    (feet)  VERTCON   
 RL1085  ___________________________________________________________________
 RL1085  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 RL1085
 RL1085  VERT ORDER  -  THIRD (See Below)
 RL1085
 RL1085.The horizontal coordinates were scaled from a topographic map and have
 RL1085.an estimated accuracy of +/- 6 seconds.
 RL1085
 RL1085.The NAVD 88 height was computed by applying the VERTCON shift value to
 RL1085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RL1085.The vertical order pertains to the NGVD 29 superseded value.
 RL1085
 RL1085.The geoid height was determined by GEOID03.
 RL1085
 RL1085;                    North         East    Units  Estimated Accuracy
 RL1085;SPC WI N     -   100,710.      673,000.      MT  (+/- 180 meters Scaled)
 RL1085
 RL1085                          SUPERSEDED SURVEY CONTROL
 RL1085
 RL1085  NGVD 29 (09/01/04)  542.35   (m)         1779.4    (f) RESET       3  
 RL1085
 RL1085.Superseded values are not recommended for survey control.
 RL1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1085.See file dsdata.txt to determine how the superseded data were derived.
 RL1085
 RL1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS409037(NAD 83)
 RL1085_MARKER: DB = BENCH MARK DISK
 RL1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1085_STAMPING: G 63 RESET 1967
 RL1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1085+STABILITY: SURFACE MOTION
 RL1085
 RL1085  HISTORY     - Date     Condition        Report By
 RL1085  HISTORY     - 1967     MONUMENTED       CGS
 RL1085  HISTORY     - 1968     GOOD             NGS
 RL1085  HISTORY     - 20020618 MARK NOT FOUND   USPSQD
 RL1085  HISTORY     - 20051005 MARK NOT FOUND   WIDT
 RL1085
 RL1085                          STATION DESCRIPTION
 RL1085
 RL1085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RL1085'1.8 MI E FROM PHELPS.
 RL1085'ABOUT 1.85 MILES EAST ALONG STATE TRUNK HIGHWAY 17 FROM THE
 RL1085'PHELPS STATE BANK BUILDING AT PHELPS, AT THE T JUNCTION OF
 RL1085'COUNTY TRUNK HIGHWAY A, 140 FEET SOUTH OF THE CENTER LINE OF
 RL1085'STATE TRUNK HIGHWAY 17, 41 FEET WEST OF THE CENTER LINE OF
 RL1085'COUNTY TRUNK HIGHWAY A, 12 FEET WEST-SOUTHWEST OF POWER LINE
 RL1085'POLE N52 2628, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 RL1085'ABOUT 7 FEET BELOW COUNTY TRUNK HIGHWAY A, SET IN THE TOP OF
 RL1085'A CONCRETE POST PROJECTING 4 INCHES.
 RL1085
 RL1085                          STATION RECOVERY (2002)
 RL1085
 RL1085'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL1085'MARK NOT FOUND.
 RL1085
 RL1085                          STATION RECOVERY (2005)
 RL1085
 RL1085'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1085'MARK NOT FOUND.  ADD  MEASURED THE DISTANCES FROM STATE HIGHWAY 17 AND
 RL1085'THE COUNTY HIGHWAY A, BUT NO EVIDENCE OF THE STATION WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL0450 ***********************************************************************
 RL0450  DESIGNATION -  G 64
 RL0450  PID         -  RL0450
 RL0450  STATE/COUNTY-  WI/FOREST
 RL0450  USGS QUAD   -  HAGERMAN LAKE (1981)
 RL0450
 RL0450                         *CURRENT SURVEY CONTROL
 RL0450  ___________________________________________________________________
 RL0450* NAD 83(1986)-  46 01 29.     (N)    088 50 19.     (W)     SCALED    
 RL0450* NAVD 88     -       473.919  (meters)    1554.85   (feet)  ADJUSTED  
 RL0450  ___________________________________________________________________
 RL0450  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 RL0450  DYNAMIC HT  -         473.918 (meters)    1554.85  (feet)  COMP
 RL0450  MODELED GRAV-     980,598.3   (mgal)                       NAVD 88
 RL0450
 RL0450  VERT ORDER  -  SECOND    CLASS 0
 RL0450
 RL0450.The horizontal coordinates were scaled from a topographic map and have
 RL0450.an estimated accuracy of +/- 6 seconds.
 RL0450
 RL0450.The orthometric height was determined by differential leveling
 RL0450.and adjusted by the National Geodetic Survey in June 1991..
 RL0450
 RL0450.The geoid height was determined by GEOID03.
 RL0450
 RL0450.The dynamic height is computed by dividing the NAVD 88
 RL0450.geopotential number by the normal gravity value computed on the
 RL0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0450.degrees latitude (g = 980.6199 gals.).
 RL0450
 RL0450.The modeled gravity was interpolated from observed gravity values.
 RL0450
 RL0450;                    North         East    Units  Estimated Accuracy
 RL0450;SPC WI N     -    96,030.      689,920.      MT  (+/- 180 meters Scaled)
 RL0450
 RL0450                          SUPERSEDED SURVEY CONTROL
 RL0450
 RL0450  NGVD 29 (??/??/92)  473.921  (m)         1554.86   (f) ADJ UNCH    2 0
 RL0450
 RL0450.Superseded values are not recommended for survey control.
 RL0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0450.See file dsdata.txt to determine how the superseded data were derived.
 RL0450
 RL0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR576984(NAD 83)
 RL0450_MARKER: DB = BENCH MARK DISK
 RL0450_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL0450_SP_SET: ABUTMENT
 RL0450_STAMPING: G 64 1948
 RL0450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL0450
 RL0450  HISTORY     - Date     Condition        Report By
 RL0450  HISTORY     - 1948     MONUMENTED       CGS
 RL0450  HISTORY     - 20051114 MARK NOT FOUND   WIDT
 RL0450
 RL0450                          STATION DESCRIPTION
 RL0450
 RL0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0450'1.3 MI W FROM NELMA.
 RL0450'1.3 MILES WEST ALONG COUNTY ROAD D FROM THE JUNCTION OF STATE
 RL0450'HIGHWAY 55 AT NELMA, ABOUT 0.95 MILE EAST OF ELVOY SCHOOL, SET
 RL0450'IN THE TOP OF THE SOUTH END OF THE EAST ABUTMENT OF A 40-FOOT
 RL0450'CONCRETE BRIDGE OVER ELVOY CREEK, 13 FEET SOUTH OF THE CENTER
 RL0450'LINE OF THE ROAD, 1.3 FEET SOUTH OF THE CONCRETE BANISTER AND
 RL0450'ABOUT 0.3 FOOT ABOVE THE BRIDGE FLOOR.
 RL0450
 RL0450                          STATION RECOVERY (2005)
 RL0450
 RL0450'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL0450'MARK NOT FOUND.  NOTE THE BRIDGE OVER THE BRULE RIVER WAS REBUILT. G
 RL0450'64 RESET 1987 WAS FOUND IN THE SOUTH END OF THE WEST ABUTMENT OF THIS
 RL0450'BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL1140 ***********************************************************************
 RL1140  DESIGNATION -  G 65
 RL1140  PID         -  RL1140
 RL1140  STATE/COUNTY-  WI/VILAS
 RL1140  USGS QUAD   -  PAPOOSE LAKE (1981)
 RL1140
 RL1140                         *CURRENT SURVEY CONTROL
 RL1140  ___________________________________________________________________
 RL1140* NAD 83(1986)-  46 14 38.     (N)    089 48 48.     (W)     SCALED    
 RL1140* NAVD 88     -       513.297  (meters)    1684.04   (feet)  ADJUSTED  
 RL1140  ___________________________________________________________________
 RL1140  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 RL1140  DYNAMIC HT  -         513.298 (meters)    1684.05  (feet)  COMP
 RL1140  MODELED GRAV-     980,599.3   (mgal)                       NAVD 88
 RL1140
 RL1140  VERT ORDER  -  SECOND    CLASS 0
 RL1140
 RL1140.The horizontal coordinates were scaled from a topographic map and have
 RL1140.an estimated accuracy of +/- 6 seconds.
 RL1140
 RL1140.The orthometric height was determined by differential leveling
 RL1140.and adjusted by the National Geodetic Survey in June 1991..
 RL1140
 RL1140.The geoid height was determined by GEOID03.
 RL1140
 RL1140.The dynamic height is computed by dividing the NAVD 88
 RL1140.geopotential number by the normal gravity value computed on the
 RL1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1140.degrees latitude (g = 980.6199 gals.).
 RL1140
 RL1140.The modeled gravity was interpolated from observed gravity values.
 RL1140
 RL1140;                    North         East    Units  Estimated Accuracy
 RL1140;SPC WI N     -   119,740.      614,400.      MT  (+/- 180 meters Scaled)
 RL1140
 RL1140                          SUPERSEDED SURVEY CONTROL
 RL1140
 RL1140  NGVD 29 (??/??/92)  513.295  (m)         1684.04   (f) ADJ UNCH    2 0
 RL1140
 RL1140.Superseded values are not recommended for survey control.
 RL1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1140.See file dsdata.txt to determine how the superseded data were derived.
 RL1140
 RL1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS831249(NAD 83)
 RL1140_MARKER: DB = BENCH MARK DISK
 RL1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1140_STAMPING: G 65 1948
 RL1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1140+STABILITY: SURFACE MOTION
 RL1140_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1140+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2005
 RL1140
 RL1140  HISTORY     - Date     Condition        Report By
 RL1140  HISTORY     - 1948     MONUMENTED       CGS
 RL1140  HISTORY     - 20050920 GOOD             WIDT
 RL1140
 RL1140                          STATION DESCRIPTION
 RL1140
 RL1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1140'5 MI SW FROM WINCHESTER.
 RL1140'ABOUT 0.3 MILE SOUTH ALONG A COUNTY ROAD FROM THE GRADE SCHOOL
 RL1140'AT WINEGAR, THENCE ABOUT 4.7 MILES WEST ALONG COUNTY ROAD W
 RL1140'LEADING TO WINCHESTER, ABOUT 0.6 MILE EAST OF A ROAD NORTH,
 RL1140'ABOUT 1.55 MILE WEST OF THE OLD PRESQUE ISLE SCHOOL, AT A HOUSE
 RL1140'ON NORTH SIDE OF ROAD, 159 FEET SOUTH OF THE SOUTHWEST CORNER
 RL1140'OF A BRICK BARN, 92 FEET SOUTH-SOUTHEAST OF A WELL, 77 FEET
 RL1140'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 55 FEET
 RL1140'SOUTHWEST OF THE SOUTHWEST CORNER OF A 1-ROOM HOUSE, 22 FEET
 RL1140'NORTH OF THE CENTER LINE OF THE ROAD, 1 FOOT NORTH OF THE FENCE
 RL1140'LINE, 1 1/2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 RL1140'POST PROJECTING 2 INCHES.
 RL1140
 RL1140                          STATION RECOVERY (2005)
 RL1140
 RL1140'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1140'RECOVERED IN GOOD CONDITION. -ADD-0.65 MILES EAST OF THE JUNCTION OF
 RL1140'OLD HIGHWAY W AND EAST HARRIS LAKE ROAD, 15.2 M WEST OF A DRIVEWAY TO
 RL1140'THE TOWN OF WINCHESTER FIRE NUMBERD L-6075 TO L-6077, 0.2 M EAST OF A
 RL1140'ORANGE FIBERGLASS WITNESS POST, IS LOCATED IN A BARB WIRE FENCE LINE,
 RL1140'AND PROTRUDES 9 CM ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0274 ***********************************************************************
 NH0274  DESIGNATION -  G 78
 NH0274  PID         -  NH0274
 NH0274  STATE/COUNTY-  WI/WALWORTH
 NH0274  USGS QUAD   -  CLINTON (1976)
 NH0274
 NH0274                         *CURRENT SURVEY CONTROL
 NH0274  ___________________________________________________________________
 NH0274* NAD 83(1986)-  42 35 00.     (N)    088 45 40.     (W)     SCALED    
 NH0274* NAVD 88     -       264.199  (meters)     866.79   (feet)  ADJUSTED  
 NH0274  ___________________________________________________________________
 NH0274  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 NH0274  DYNAMIC HT  -         264.118 (meters)     866.53  (feet)  COMP
 NH0274  MODELED GRAV-     980,308.8   (mgal)                       NAVD 88
 NH0274
 NH0274  VERT ORDER  -  SECOND    CLASS I
 NH0274
 NH0274.The horizontal coordinates were scaled from a topographic map and have
 NH0274.an estimated accuracy of +/- 6 seconds.
 NH0274
 NH0274.The orthometric height was determined by differential leveling
 NH0274.and adjusted by the National Geodetic Survey in February 2004..
 NH0274
 NH0274.The geoid height was determined by GEOID03.
 NH0274
 NH0274.The dynamic height is computed by dividing the NAVD 88
 NH0274.geopotential number by the normal gravity value computed on the
 NH0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0274.degrees latitude (g = 980.6199 gals.).
 NH0274
 NH0274.The modeled gravity was interpolated from observed gravity values.
 NH0274
 NH0274;                    North         East    Units  Estimated Accuracy
 NH0274;SPC WI S     -    65,560.      701,700.      MT  (+/- 180 meters Scaled)
 NH0274
 NH0274                          SUPERSEDED SURVEY CONTROL
 NH0274
 NH0274  NAVD 88 (06/15/91)  264.182  (m)          866.74   (f) UNKNOWN     2 0
 NH0274  NGVD 29 (??/??/92)  264.253  (m)          866.97   (f) ADJ UNCH    2 0
 NH0274
 NH0274.Superseded values are not recommended for survey control.
 NH0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0274.See file dsdata.txt to determine how the superseded data were derived.
 NH0274
 NH0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN554160(NAD 83)
 NH0274_MARKER: DB = BENCH MARK DISK
 NH0274_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NH0274_SP_SET: BRIDGE ABUTMENT
 NH0274_STAMPING: G 78 1960
 NH0274_MARK LOGO: CGS   
 NH0274_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NH0274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0274_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NH0274+SATELLITE: SATELLITE OBSERVATIONS - 2001
 NH0274
 NH0274  HISTORY     - Date     Condition        Report By
 NH0274  HISTORY     - 1960     MONUMENTED       CGS
 NH0274  HISTORY     - 2001     GOOD             WIDT
 NH0274
 NH0274                          STATION DESCRIPTION
 NH0274
 NH0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0274'0.6 MI SW FROM BARDWELL.
 NH0274'ABOUT 0.6 MILE SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST.
 NH0274'PAUL AND PACIFIC RAILROAD FROM THE STATION AT BARDWELL, 7 1/2
 NH0274'RAILS NORTHEAST OF THE CROSSING OF A BLACK TOP ROAD IN THE
 NH0274'NORTHEAST CORNER OF THE SMALL SETTLEMENT OF ALLENS GROVE, 6
 NH0274'FEET NORTHWEST OF THE NORTHWEST RAIL, IN TOP OF THE NORTHWEST
 NH0274'END OF THE SOUTHWEST ABUTMENT OF RAILROAD BRIDGE E 156 OVER A
 NH0274'SMALL STREAM, AND ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK.
 NH0274
 NH0274                          STATION RECOVERY (2001)
 NH0274
 NH0274'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 NH0274'THE STATION IS LOCATED ABOUT 24 KM NORTHEAST OF BELOIT AND 24 KM
 NH0274'SOUTHEAST OF JANESVILLE. OWNERSHIP--WISCONSIN DEPARTMENT OF
 NH0274'TRANSPORTATION. TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 NH0274'HIGHWAY 43 WITH US HIGHWAY 14 ABOUT 1 KM NORTHWEST OF THE VILLAGE OF
 NH0274'DARIEN, GO SOUTHEAST ON US HIGHWAY 14 FOR 1.6 KM TO COUNTY HIGHWAY X,
 NH0274'TURN RIGHT AND GO SOUTHWEST ON COUNTY HIGHWAY X FOR 4.8 KM TO MAIN
 NH0274'STREET ON THE RIGHT, TURN RIGHT AND GO NORTH ON MAIN STREET FOR 0.2
 NH0274'KM TO CLINTON STREET, TURN RIGHT AND GO EAST ON CLINTON STREET FOR
 NH0274'0.1 KM TO NORTH ROAD ON THE LEFT, TURN LEFT AND GO NORTH ON NORTH
 NH0274'ROAD FOR 0.3 KM TO THE PELISHEK NATURE TRAIL AND THE STATION ON THE
 NH0274'RIGHT. THE STATION IS A BRONZE US COAST AND GEODETIC SURVEY BENCH
 NH0274'MARK DISK SET IN THE TOP OF THE NORTHWEST END OFTHE SOUTHWEST BRIDGE
 NH0274'ABUTMENT ABOUT 1.5 M BELOW THE NATURE TRAIL. THE STATION IS 93 M EAST
 NH0274'OF THE CENTERLINE OF NORTH ROAD, 13.4 M WEST OF NORTHWEST CORNER OF
 NH0274'MOST WESTERLY OF 3 LARGE CONCRETE BRIDGE FOOTING, 6.5 M SOUTH OF
 NH0274'TRIPLE BOX ELDER TREES, AND 0.4 M EAST OF CONCRETE HEADWALL.
 NH0274'---NOTE2---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO
 NH0274'TREES OVERHEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0192 ***********************************************************************
 ON0192  DESIGNATION -  G 79
 ON0192  PID         -  ON0192
 ON0192  STATE/COUNTY-  WI/VERNON
 ON0192  USGS QUAD   -  COON VALLEY (1983)
 ON0192
 ON0192                         *CURRENT SURVEY CONTROL
 ON0192  ___________________________________________________________________
 ON0192* NAD 83(1986)-  43 39 20.     (N)    091 05 57.     (W)     SCALED    
 ON0192* NAVD 88     -       207.506  (meters)     680.79   (feet)  ADJUSTED  
 ON0192  ___________________________________________________________________
 ON0192  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 ON0192  DYNAMIC HT  -         207.465 (meters)     680.66  (feet)  COMP
 ON0192  MODELED GRAV-     980,413.3   (mgal)                       NAVD 88
 ON0192
 ON0192  VERT ORDER  -  SECOND    CLASS 0
 ON0192
 ON0192.The horizontal coordinates were scaled from a topographic map and have
 ON0192.an estimated accuracy of +/- 6 seconds.
 ON0192
 ON0192.The orthometric height was determined by differential leveling
 ON0192.and adjusted by the National Geodetic Survey in June 1991..
 ON0192
 ON0192.The geoid height was determined by GEOID03.
 ON0192
 ON0192.The dynamic height is computed by dividing the NAVD 88
 ON0192.geopotential number by the normal gravity value computed on the
 ON0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0192.degrees latitude (g = 980.6199 gals.).
 ON0192
 ON0192.The modeled gravity was interpolated from observed gravity values.
 ON0192
 ON0192;                    North         East    Units  Estimated Accuracy
 ON0192;SPC WI S     -   184,500.      511,340.      MT  (+/- 180 meters Scaled)
 ON0192
 ON0192                          SUPERSEDED SURVEY CONTROL
 ON0192
 ON0192  NGVD 29 (??/??/92)  207.522  (m)          680.85   (f) ADJ UNCH    2 0
 ON0192
 ON0192.Superseded values are not recommended for survey control.
 ON0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0192.See file dsdata.txt to determine how the superseded data were derived.
 ON0192
 ON0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ532353(NAD 83)
 ON0192_MARKER: DB = BENCH MARK DISK
 ON0192_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 ON0192_SP_SET: STEP
 ON0192_STAMPING: G 79 1934
 ON0192_MARK LOGO: CGS   
 ON0192_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ON0192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0192_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0192+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2005
 ON0192
 ON0192  HISTORY     - Date     Condition        Report By
 ON0192  HISTORY     - 1934     MONUMENTED       CGS
 ON0192  HISTORY     - 1938     GOOD             NGS
 ON0192  HISTORY     - 20030419 GOOD             WIDT
 ON0192  HISTORY     - 20050416 GOOD             GEOCAC
 ON0192
 ON0192                          STATION DESCRIPTION
 ON0192
 ON0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 ON0192'AT CHASEBURG.
 ON0192'AT CHASEBURG, VERNON COUNTY, AT THE CHASEBURG STATE BANK, 1.5
 ON0192'FEET NORTH OF THE EAST ENTRANCE DOOR, IN THE TOP OF THE NORTH END
 ON0192'OF THE SECOND LIMESTONE STEP, AND 1 FOOT HIGHER THAN THE SIDEWALK.
 ON0192
 ON0192                          STATION RECOVERY (2003)
 ON0192
 ON0192'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (TSS)
 ON0192'OWNERSHIP--FORTRESS BANK.  THE STATION IS THE NORTHWEST QUADRANT OF
 ON0192'STATE HIGHWAY 162 AND COUNTY HIGHWAY K WITH MILL STREET IN THE VILLAGE
 ON0192'OF CHASEBURG.  THE STATION IS A BRONZE US COAST AND GEODETIC SURVEY
 ON0192'BENCH MARK DISK SET IN THE TOP OF A LIMESTONE STEP PROJECTING FLUSH
 ON0192'WITH THE GROUND AND ABOUT 0.4 M (1.3 FT) ABOVE THE STREET PAVEMENT.
 ON0192'THE STATION IS 9.6 M (31.5 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY
 ON0192'(MAIN STREET) AND 22.5 M (73.8 FT) NORTH OF THE CENTERLINE OF MILL
 ON0192'STREET.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS
 ON0192'DUE TO ALL QUADRANTS BLOCKED ABOVE 25 DEGREES.  ---NOTE---THE STATION
 ON0192'IS LOCATED AT 102 MAIN STREET AT FORTRESS BANK.
 ON0192
 ON0192                          STATION RECOVERY (2005)
 ON0192
 ON0192'RECOVERY NOTE BY GEOCACHING 2005 (KC)
 ON0192'DISK IS SOLID AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0499 ***********************************************************************
 PN0499  DESIGNATION -  G 8
 PN0499  PID         -  PN0499
 PN0499  STATE/COUNTY-  WI/WOOD
 PN0499  USGS QUAD   -  WISCONSIN RAPIDS NORTH (1984)
 PN0499
 PN0499                         *CURRENT SURVEY CONTROL
 PN0499  ___________________________________________________________________
 PN0499* NAD 83(1986)-  44 24 28.     (N)    089 46 00.     (W)     SCALED    
 PN0499* NAVD 88     -       317.448  (meters)    1041.49   (feet)  ADJUSTED  
 PN0499  ___________________________________________________________________
 PN0499  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 PN0499  DYNAMIC HT  -         317.390 (meters)    1041.30  (feet)  COMP
 PN0499  MODELED GRAV-     980,427.8   (mgal)                       NAVD 88
 PN0499
 PN0499  VERT ORDER  -  FIRST     CLASS II
 PN0499
 PN0499.The horizontal coordinates were scaled from a topographic map and have
 PN0499.an estimated accuracy of +/- 6 seconds.
 PN0499
 PN0499.The orthometric height was determined by differential leveling
 PN0499.and adjusted by the National Geodetic Survey in June 1991..
 PN0499.WARNING-Repeat measurements at this control monument indicate possible
 PN0499.vertical movement.
 PN0499
 PN0499.The geoid height was determined by GEOID03.
 PN0499
 PN0499.The dynamic height is computed by dividing the NAVD 88
 PN0499.geopotential number by the normal gravity value computed on the
 PN0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0499.degrees latitude (g = 980.6199 gals.).
 PN0499
 PN0499.The modeled gravity was interpolated from observed gravity values.
 PN0499
 PN0499;                    North         East    Units  Estimated Accuracy
 PN0499;SPC WI C     -    63,860.      618,590.      MT  (+/- 180 meters Scaled)
 PN0499
 PN0499                          SUPERSEDED SURVEY CONTROL
 PN0499
 PN0499  NGVD 29 (??/??/92)  317.513  (m)         1041.71   (f) ADJ UNCH    1 2
 PN0499
 PN0499.Superseded values are not recommended for survey control.
 PN0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0499.See file dsdata.txt to determine how the superseded data were derived.
 PN0499
 PN0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ797208(NAD 83)
 PN0499_MARKER: DB = BENCH MARK DISK
 PN0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0499_STAMPING: G 8 1930
 PN0499_MARK LOGO: CGS   
 PN0499_PROJECTION: PROJECTING 0 CENTIMETERS
 PN0499_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0499+STABILITY: SURFACE MOTION
 PN0499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0499+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2006
 PN0499
 PN0499  HISTORY     - Date     Condition        Report By
 PN0499  HISTORY     - 1930     MONUMENTED       CGS
 PN0499  HISTORY     - 1934     GOOD             NGS
 PN0499  HISTORY     - 1985     GOOD             NGS
 PN0499  HISTORY     - 19940430 GOOD             USPSQD
 PN0499  HISTORY     - 20021207 GOOD             USPSQD
 PN0499  HISTORY     - 20030210 GOOD             WIDT
 PN0499  HISTORY     - 20040330 GOOD             USPSQD
 PN0499  HISTORY     - 20060501 GOOD             USPSQD
 PN0499
 PN0499                          STATION DESCRIPTION
 PN0499
 PN0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 PN0499'2.6 MI E FROM WISCONSIN RAPIDS.
 PN0499'2.6 MILES EAST ALONG THE GREEN BAY AND WESTERN RAILROAD FROM THE
 PN0499'STATION AT WISCONSIN RAPIDS, WOOD COUNTY, 155 FEET EAST OF A
 PN0499'YARD-LIMIT SIGN, AT A DIRT-ROAD CROSSING, 38 FEET WEST OF THE
 PN0499'CENTER LINE OF THE ROAD, AND 20 FEET SOUTH OF THE SOUTH RAIL.  A
 PN0499'STANDARD DISK, STAMPED 1041.707 G 8 1930 AND SET IN THE TOP OF A
 PN0499'CONCRETE POST.
 PN0499
 PN0499                          STATION RECOVERY (1934)
 PN0499
 PN0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PN0499'RECOVERED IN GOOD CONDITION.
 PN0499
 PN0499                          STATION RECOVERY (1985)
 PN0499
 PN0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0499'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN WISCONSIN
 PN0499'RAPIDS, AT THE INTERSECTION OF FOURTY EIGHTH STREET AND THE GREEN BAY
 PN0499'WESTERN RAILROAD, 14.8 M (48.6 FT) NORTH OF THE CENTER OF A TRACK ROAD
 PN0499'LEADING WEST, 11.7 M (38.4 FT) WEST OF THE CENTER OF THE STREET, AND
 PN0499'6.1 M (20.0 FT) SOUTH OF THE NEAR RAIL.
 PN0499'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 PN0499'THE MARK IS ABOVE LEVEL WITH THE STREET.
 PN0499
 PN0499                          STATION RECOVERY (1994)
 PN0499
 PN0499'RECOVERY NOTE BY US POWER SQUADRON 1994
 PN0499'RECOVERED IN GOOD CONDITION.
 PN0499
 PN0499                          STATION RECOVERY (2002)
 PN0499
 PN0499'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0499'RECOVERED IN GOOD CONDITION.  SANDY SOIL ON THE SOUTH AND EAST SIDES
 PN0499'OF THE CONCRETE POST HAS WASHED AWAY.  THUS THE CONCRETE POST PROJECTS
 PN0499'10 INCHES ABOVE GROUND ON THE SOUTH AND EAST SIDES.
 PN0499
 PN0499                          STATION RECOVERY (2003)
 PN0499
 PN0499'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (TSS)
 PN0499'OWNERSHIP--TOWN OF GRAND RAPIDS.  TO REACH THE STATION FROM THE
 PN0499'JUNCTION OF STATE HIGHWAY 54 WITH STATE HIGHWAY 13 NORTH (RIVERVIEW
 PN0499'EXPRESSWAY) AND STATE HIGHWAY 13 SOUTH (8TH STREET) IN THE CITY OF
 PN0499'WISCONSIN RAPIDS, GO EAST ON STATE HIGHWAY 54 FOR 4.55 MI (7.32 KM) TO
 PN0499'48TH STREET, TURN RIGHT AND GO SOUTH ON 48TH STREET FOR 0.3 MI (0.48
 PN0499'KM) TO THE RAILROAD CROSSING AND THE STATION ON THE RIGHT.  THE
 PN0499'STATION IS A BRONZE US COAST AND GEODETIC SURVEY MARK DISK SET IN THE
 PN0499'TOP OF A 30-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD
 PN0499'PAVMENT.   THE STATION IS 14.8 M (48.6 FT) NORTH OF THE CENTERLINE OF
 PN0499'TRACK ROAD RUNNING WEST, 11.7 M (38.4 FT) WEST OF THE CENTERLINE OF
 PN0499'48TH STREET, 6.1 M (20.0 FT) SOUTH OF THE NEAR RAIL, AND 0.3 M (1.0
 PN0499'FT) EAST OF AN ORANGE PLASTIC WITNESS POST.  ---NOTE---THIS STATION
 PN0499'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES EXCEPT
 PN0499'FOR A POWER POLE TO THE EAST-SOUTHEAST EXTENDING TO 40 DEGREES.
 PN0499
 PN0499                          STATION RECOVERY (2004)
 PN0499
 PN0499'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN0499'RECOVERED IN GOOD CONDITION.
 PN0499
 PN0499                          STATION RECOVERY (2006)
 PN0499
 PN0499'RECOVERY NOTE BY US POWER SQUADRON 2006
 PN0499'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0131 ***********************************************************************
 ON0131  DESIGNATION -  G 80
 ON0131  PID         -  ON0131
 ON0131  STATE/COUNTY-  WI/VERNON
 ON0131  USGS QUAD   -  SUGAR GROVE (1983)
 ON0131
 ON0131                         *CURRENT SURVEY CONTROL
 ON0131  ___________________________________________________________________
 ON0131* NAD 83(1986)-  43 26 11.     (N)    090 41 36.     (W)     SCALED    
 ON0131* NAVD 88     -       322.906  (meters)    1059.40   (feet)  ADJUSTED  
 ON0131  ___________________________________________________________________
 ON0131  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 ON0131  DYNAMIC HT  -         322.824 (meters)    1059.13  (feet)  COMP
 ON0131  MODELED GRAV-     980,357.8   (mgal)                       NAVD 88
 ON0131
 ON0131  VERT ORDER  -  SECOND    CLASS 0
 ON0131
 ON0131.The horizontal coordinates were scaled from a topographic map and have
 ON0131.an estimated accuracy of +/- 6 seconds.
 ON0131
 ON0131.The orthometric height was determined by differential leveling
 ON0131.and adjusted by the National Geodetic Survey in June 1991..
 ON0131
 ON0131.The geoid height was determined by GEOID03.
 ON0131
 ON0131.The dynamic height is computed by dividing the NAVD 88
 ON0131.geopotential number by the normal gravity value computed on the
 ON0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0131.degrees latitude (g = 980.6199 gals.).
 ON0131
 ON0131.The modeled gravity was interpolated from observed gravity values.
 ON0131
 ON0131;                    North         East    Units  Estimated Accuracy
 ON0131;SPC WI S     -   159,800.      543,870.      MT  (+/- 180 meters Scaled)
 ON0131
 ON0131                          SUPERSEDED SURVEY CONTROL
 ON0131
 ON0131  NGVD 29 (??/??/92)  322.936  (m)         1059.50   (f) ADJ UNCH    2 0
 ON0131
 ON0131.Superseded values are not recommended for survey control.
 ON0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0131.See file dsdata.txt to determine how the superseded data were derived.
 ON0131
 ON0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ866118(NAD 83)
 ON0131_MARKER: DB = BENCH MARK DISK
 ON0131_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ON0131_SP_SET: CULVERT
 ON0131_STAMPING: G 80 1934
 ON0131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0131
 ON0131  HISTORY     - Date     Condition        Report By
 ON0131  HISTORY     - 1934     MONUMENTED       CGS
 ON0131
 ON0131                          STATION DESCRIPTION
 ON0131
 ON0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0131'4.1 MI SE FROM READSTOWN.
 ON0131'4.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 14 FROM THE POWER PLANT
 ON0131'ON KICKAPOO RIVER AT READSTOWN, VERNON COUNTY, AT A 4- BY 6-FOOT
 ON0131'CONCRETE BOX CULVERT, IN THE TOP OF THE SOUTHEAST END OF THE
 ON0131'NORTHEAST HEADWALL, 14 FEET NORTHEAST OF THE CENTERLINE OF THE
 ON0131'HIGHWAY, 3 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE, AND LEVEL
 ON0131'WITH THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0103 ***********************************************************************
 ON0103  DESIGNATION -  G 81
 ON0103  PID         -  ON0103
 ON0103  STATE/COUNTY-  WI/RICHLAND
 ON0103  USGS QUAD   -  SEXTONVILLE (1983)
 ON0103
 ON0103                         *CURRENT SURVEY CONTROL
 ON0103  ___________________________________________________________________
 ON0103* NAD 83(1986)-  43 17 35.     (N)    090 19 39.     (W)     SCALED    
 ON0103* NAVD 88     -       218.287  (meters)     716.16   (feet)  ADJUSTED  
 ON0103  ___________________________________________________________________
 ON0103  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 ON0103  DYNAMIC HT  -         218.230 (meters)     715.98  (feet)  COMP
 ON0103  MODELED GRAV-     980,352.6   (mgal)                       NAVD 88
 ON0103
 ON0103  VERT ORDER  -  SECOND    CLASS 0
 ON0103
 ON0103.The horizontal coordinates were scaled from a topographic map and have
 ON0103.an estimated accuracy of +/- 6 seconds.
 ON0103
 ON0103.The orthometric height was determined by differential leveling
 ON0103.and adjusted by the National Geodetic Survey in June 1991..
 ON0103
 ON0103.The geoid height was determined by GEOID03.
 ON0103
 ON0103.The dynamic height is computed by dividing the NAVD 88
 ON0103.geopotential number by the normal gravity value computed on the
 ON0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0103.degrees latitude (g = 980.6199 gals.).
 ON0103
 ON0103.The modeled gravity was interpolated from observed gravity values.
 ON0103
 ON0103;                    North         East    Units  Estimated Accuracy
 ON0103;SPC WI S     -   143,700.      573,420.      MT  (+/- 180 meters Scaled)
 ON0103
 ON0103                          SUPERSEDED SURVEY CONTROL
 ON0103
 ON0103  NGVD 29 (??/??/92)  218.336  (m)          716.32   (f) ADJ UNCH    2 0
 ON0103
 ON0103.Superseded values are not recommended for survey control.
 ON0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0103.See file dsdata.txt to determine how the superseded data were derived.
 ON0103
 ON0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH167968(NAD 83)
 ON0103_MARKER: DB = BENCH MARK DISK
 ON0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0103_STAMPING: G 81 1934
 ON0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0103+STABILITY: SURFACE MOTION
 ON0103
 ON0103  HISTORY     - Date     Condition        Report By
 ON0103  HISTORY     - 1934     MONUMENTED       CGS
 ON0103
 ON0103                          STATION DESCRIPTION
 ON0103
 ON0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0103'1.4 MI NW FROM TWIN BLUFFS.
 ON0103'ABOUT 1.4 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST.
 ON0103'PAUL AND PACIFIC RAILROAD FROM THE MAIN STREET CROSSING AT
 ON0103'TWIN BLUFFS, RICHLAND COUNTY, ABOUT 4 POLES NORTHWEST OF MILEPOST
 ON0103'11, AT A ROAD CROSSING, 24 FEET NORTHWEST OF THE CENTER LINE
 ON0103'OF THE ROAD, 22 FEET NORTHEAST OF THE CENTER LINE OF THE TRACK,
 ON0103'3 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE, AND ABOUT LEVEL WITH
 ON0103'THE TRACK.  A STANDARD DISK, STAMPED G 81 1934 AND SET IN THE TOP
 ON0103'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0021 ***********************************************************************
 ON0021  DESIGNATION -  G 82
 ON0021  PID         -  ON0021
 ON0021  STATE/COUNTY-  WI/JUNEAU
 ON0021  USGS QUAD   -  HILLSBORO (1983)
 ON0021
 ON0021                         *CURRENT SURVEY CONTROL
 ON0021  ___________________________________________________________________
 ON0021* NAD 83(1986)-  43 43 12.     (N)    090 15 57.     (W)     SCALED    
 ON0021* NAVD 88     -       289.214  (meters)     948.86   (feet)  ADJUSTED  
 ON0021  ___________________________________________________________________
 ON0021  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 ON0021  DYNAMIC HT  -         289.146 (meters)     948.64  (feet)  COMP
 ON0021  MODELED GRAV-     980,375.8   (mgal)                       NAVD 88
 ON0021
 ON0021  VERT ORDER  -  SECOND    CLASS 0
 ON0021
 ON0021.The horizontal coordinates were scaled from a topographic map and have
 ON0021.an estimated accuracy of +/- 6 seconds.
 ON0021
 ON0021.The orthometric height was determined by differential leveling
 ON0021.and adjusted by the National Geodetic Survey in June 1991..
 ON0021
 ON0021.The geoid height was determined by GEOID03.
 ON0021
 ON0021.The dynamic height is computed by dividing the NAVD 88
 ON0021.geopotential number by the normal gravity value computed on the
 ON0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0021.degrees latitude (g = 980.6199 gals.).
 ON0021
 ON0021.The modeled gravity was interpolated from observed gravity values.
 ON0021
 ON0021;                    North         East    Units  Estimated Accuracy
 ON0021;SPC WI S     -   191,110.      578,580.      MT  (+/- 180 meters Scaled)
 ON0021
 ON0021                          SUPERSEDED SURVEY CONTROL
 ON0021
 ON0021  NGVD 29 (??/??/92)  289.238  (m)          948.94   (f) ADJ UNCH    2 0
 ON0021
 ON0021.Superseded values are not recommended for survey control.
 ON0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0021.See file dsdata.txt to determine how the superseded data were derived.
 ON0021
 ON0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ202444(NAD 83)
 ON0021_MARKER: DB = BENCH MARK DISK
 ON0021_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ON0021_SP_SET: CULVERT
 ON0021_STAMPING: G 82 1934
 ON0021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0021
 ON0021  HISTORY     - Date     Condition        Report By
 ON0021  HISTORY     - 1934     MONUMENTED       CGS
 ON0021
 ON0021                          STATION DESCRIPTION
 ON0021
 ON0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0021'1.5 MI S FROM ELROY.
 ON0021'ABOUT 1.5 MILES SOUTH ALONG STATE HIGHWAY 80 FROM THE PUBLIC
 ON0021'LIBRARY AT ELROY, JUNEAU COUNTY, AT A 4-BY 6-FOOT CONCRETE
 ON0021'BOX CULVERT, IN THE CENTER OF THE WEST HEAD WALL, 12 FEET
 ON0021'WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 3.5 FEET
 ON0021'HIGHER THAN THE ROADWAY.  A STANDARD DISK, STAMPED G 82 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0058 ***********************************************************************
 ON0058  DESIGNATION -  G 83
 ON0058  PID         -  ON0058
 ON0058  STATE/COUNTY-  WI/JUNEAU
 ON0058  USGS QUAD   -  MAUSTON (1983)
 ON0058
 ON0058                         *CURRENT SURVEY CONTROL
 ON0058  ___________________________________________________________________
 ON0058* NAD 83(1986)-  43 46 18.     (N)    090 01 00.     (W)     SCALED    
 ON0058* NAVD 88     -       269.564  (meters)     884.39   (feet)  ADJUSTED  
 ON0058  ___________________________________________________________________
 ON0058  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 ON0058  DYNAMIC HT  -         269.502 (meters)     884.19  (feet)  COMP
 ON0058  MODELED GRAV-     980,382.5   (mgal)                       NAVD 88
 ON0058
 ON0058  VERT ORDER  -  SECOND    CLASS 0
 ON0058
 ON0058.The horizontal coordinates were scaled from a topographic map and have
 ON0058.an estimated accuracy of +/- 6 seconds.
 ON0058
 ON0058.The orthometric height was determined by differential leveling
 ON0058.and adjusted by the National Geodetic Survey in June 1991..
 ON0058
 ON0058.The geoid height was determined by GEOID03.
 ON0058
 ON0058.The dynamic height is computed by dividing the NAVD 88
 ON0058.geopotential number by the normal gravity value computed on the
 ON0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0058.degrees latitude (g = 980.6199 gals.).
 ON0058
 ON0058.The modeled gravity was interpolated from observed gravity values.
 ON0058
 ON0058;                    North         East    Units  Estimated Accuracy
 ON0058;SPC WI S     -   196,820.      598,660.      MT  (+/- 180 meters Scaled)
 ON0058
 ON0058                          SUPERSEDED SURVEY CONTROL
 ON0058
 ON0058  NGVD 29 (??/??/92)  269.593  (m)          884.49   (f) ADJ UNCH    2 0
 ON0058
 ON0058.Superseded values are not recommended for survey control.
 ON0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0058.See file dsdata.txt to determine how the superseded data were derived.
 ON0058
 ON0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ401508(NAD 83)
 ON0058_MARKER: DB = BENCH MARK DISK
 ON0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0058_STAMPING: G 83 1934
 ON0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0058+STABILITY: SURFACE MOTION
 ON0058
 ON0058  HISTORY     - Date     Condition        Report By
 ON0058  HISTORY     - 1934     MONUMENTED       CGS
 ON0058  HISTORY     - 1983     MARK NOT FOUND   USGS
 ON0058  HISTORY     - 1985     GOOD             WIDT
 ON0058  HISTORY     - 20031014 MARK NOT FOUND   USPSQD
 ON0058
 ON0058                          STATION DESCRIPTION
 ON0058
 ON0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0058'3.7 MI SE FROM MAUSTON.
 ON0058'ABOUT 3.7 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 ON0058'AND PACIFIC RAILROAD FROM THE STATION AT MAUSTON, JUNEAU
 ON0058'COUNTY, ABOUT 4-1/2 POLES EAST OF MILEPOST 211, AT A PUBLIC-ROAD
 ON0058'CROSSING, 36 FEET WEST OF THE CENTER LINE OF THE ROAD, 15 FEET
 ON0058'NORTH OF THE CENTER LINE OF THE NORTH MAIN TRACK, AND ABOUT LEVEL
 ON0058'WITH THE RAIL.  A STANDARD DISK, STAMPED G 83 1934 AND SET IN
 ON0058'THE TOP OF A CONCRETE POST.
 ON0058
 ON0058                          STATION RECOVERY (1983)
 ON0058
 ON0058'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 ON0058'MARK NOT FOUND.
 ON0058
 ON0058                          STATION RECOVERY (1985)
 ON0058
 ON0058'RECOVERY NOTE BY WI DEPT OF TRANSP 1985
 ON0058'MONUMENT IS IN A TIPPED CONDITION. CORRECTING DEMENSIONS AS FOLLOWS:
 ON0058'26 FEET WEST OF THE CENTERLINE OF THE ROAD. 15 FEET NORTH OF THE
 ON0058'CENTERLINE OF THE NORTH MAIN TRACK AND 1.5 FEET LOWER THAN THE TRACK.
 ON0058'OLD DESCRIPTION IS FROM USC AND GS SECOND ORDER LEVELING.
 ON0058
 ON0058                          STATION RECOVERY (2003)
 ON0058
 ON0058'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAH)
 ON0058'SIGNIFICANT REGRADING BY THE RR IN THIS AREA. MARK MAY HAVE BEEN
 ON0058'REMOVED OR SIMPLY COVERED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0334 ***********************************************************************
 OM0334  DESIGNATION -  G 84
 OM0334  PID         -  OM0334
 OM0334  STATE/COUNTY-  WI/COLUMBIA
 OM0334  USGS QUAD   -  PARDEEVILLE (1984)
 OM0334
 OM0334                         *CURRENT SURVEY CONTROL
 OM0334  ___________________________________________________________________
 OM0334* NAD 83(1986)-  43 33 03.     (N)    089 21 32.     (W)     SCALED    
 OM0334* NAVD 88     -       244.578  (meters)     802.42   (feet)  ADJUSTED  
 OM0334  ___________________________________________________________________
 OM0334  GEOID HEIGHT-         -35.54  (meters)                     GEOID03
 OM0334  DYNAMIC HT  -         244.516 (meters)     802.22  (feet)  COMP
 OM0334  MODELED GRAV-     980,360.0   (mgal)                       NAVD 88
 OM0334
 OM0334  VERT ORDER  -  SECOND    CLASS 0
 OM0334
 OM0334.The horizontal coordinates were scaled from a topographic map and have
 OM0334.an estimated accuracy of +/- 6 seconds.
 OM0334
 OM0334.The orthometric height was determined by differential leveling
 OM0334.and adjusted by the National Geodetic Survey in June 1991..
 OM0334
 OM0334.The geoid height was determined by GEOID03.
 OM0334
 OM0334.The dynamic height is computed by dividing the NAVD 88
 OM0334.geopotential number by the normal gravity value computed on the
 OM0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0334.degrees latitude (g = 980.6199 gals.).
 OM0334
 OM0334.The modeled gravity was interpolated from observed gravity values.
 OM0334
 OM0334;                    North         East    Units  Estimated Accuracy
 OM0334;SPC WI S     -   172,480.      651,800.      MT  (+/- 180 meters Scaled)
 OM0334
 OM0334                          SUPERSEDED SURVEY CONTROL
 OM0334
 OM0334  NGVD 29 (??/??/92)  244.618  (m)          802.55   (f) ADJ UNCH    2 0
 OM0334
 OM0334.Superseded values are not recommended for survey control.
 OM0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0334.See file dsdata.txt to determine how the superseded data were derived.
 OM0334
 OM0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP094246(NAD 83)
 OM0334_MARKER: DB = BENCH MARK DISK
 OM0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0334_STAMPING: G-84 1934
 OM0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0334+STABILITY: SURFACE MOTION
 OM0334
 OM0334  HISTORY     - Date     Condition        Report By
 OM0334  HISTORY     - 1934     MONUMENTED       CGS
 OM0334  HISTORY     - 1965     GOOD             NGS
 OM0334  HISTORY     - 20030528 MARK NOT FOUND   WIDT
 OM0334
 OM0334                          STATION DESCRIPTION
 OM0334
 OM0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0334'3.1 MI NW FROM PARDEEVILLE.
 OM0334'3.1 MILES NORTHWEST OF THE DEPOT AT PARDEEVILLE.  ALONG THE
 OM0334'CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC RAILROAD, 147 FEET
 OM0334'WEST OF MILEPOST 178, 15 FEET EAST OF THE CENTER LINE OF PUBLIC
 OM0334'ROAD CROSSING, THENCE 21 FEET SOUTH OF THE CENTER LINE OF THE
 OM0334'TRACK, 27 FEET NORTH OF RIGHT-OF-WAY FENCE, AT RAIL LEVEL.
 OM0334
 OM0334                          STATION RECOVERY (1965)
 OM0334
 OM0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 OM0334'RECOVERED IN GOOD CONDITION.
 OM0334
 OM0334                          STATION RECOVERY (2003)
 OM0334
 OM0334'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 OM0334'NOT FOUND-EXTENSIVE ROAD CONSTRUCTION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0243 ***********************************************************************
 OM0243  DESIGNATION -  G 85
 OM0243  PID         -  OM0243
 OM0243  STATE/COUNTY-  WI/DODGE
 OM0243  USGS QUAD   -  BEAVER DAM (1980)
 OM0243
 OM0243                         *CURRENT SURVEY CONTROL
 OM0243  ___________________________________________________________________
 OM0243* NAD 83(1986)-  43 27 19.     (N)    088 50 11.     (W)     SCALED    
 OM0243* NAVD 88     -       266.199  (meters)     873.35   (feet)  ADJUSTED  
 OM0243  ___________________________________________________________________
 OM0243  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 OM0243  DYNAMIC HT  -         266.135 (meters)     873.14  (feet)  COMP
 OM0243  MODELED GRAV-     980,375.7   (mgal)                       NAVD 88
 OM0243
 OM0243  VERT ORDER  -  SECOND    CLASS 0
 OM0243
 OM0243.The horizontal coordinates were scaled from a topographic map and have
 OM0243.an estimated accuracy of +/- 6 seconds.
 OM0243
 OM0243.The orthometric height was determined by differential leveling
 OM0243.and adjusted by the National Geodetic Survey in June 1991..
 OM0243
 OM0243.The geoid height was determined by GEOID03.
 OM0243
 OM0243.The dynamic height is computed by dividing the NAVD 88
 OM0243.geopotential number by the normal gravity value computed on the
 OM0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0243.degrees latitude (g = 980.6199 gals.).
 OM0243
 OM0243.The modeled gravity was interpolated from observed gravity values.
 OM0243
 OM0243;                    North         East    Units  Estimated Accuracy
 OM0243;SPC WI S     -   162,330.      694,170.      MT  (+/- 180 meters Scaled)
 OM0243
 OM0243                          SUPERSEDED SURVEY CONTROL
 OM0243
 OM0243  NGVD 29 (??/??/92)  266.246  (m)          873.51   (f) ADJ UNCH    2 0
 OM0243
 OM0243.Superseded values are not recommended for survey control.
 OM0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0243.See file dsdata.txt to determine how the superseded data were derived.
 OM0243
 OM0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP514130(NAD 83)
 OM0243_MARKER: DB = BENCH MARK DISK
 OM0243_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OM0243_SP_SET: BUILDING
 OM0243_STAMPING: G 85 1934
 OM0243_MARK LOGO: CGS   
 OM0243_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OM0243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0243_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0243+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2003
 OM0243
 OM0243  HISTORY     - Date     Condition        Report By
 OM0243  HISTORY     - 1934     MONUMENTED       CGS
 OM0243  HISTORY     - 1963     GOOD             USGS
 OM0243  HISTORY     - 20030528 GOOD             WIDT
 OM0243
 OM0243                          STATION DESCRIPTION
 OM0243
 OM0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0243'AT BEAVER DAM.
 OM0243'MARK SET VERTICALLY IN THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC
 OM0243'RAILROAD DEPOT, PASSENGER DEPOT, 3 FEET NORTHEAST OF THE FRONT
 OM0243'(SOUTHEAST) ENTRANCE, 3 FEET ABOVE THE LEVEL OF THE PLATFORM.
 OM0243'NOTE-- OLD DEPOT IS NOW DODGE COUNTY HISTORICAL SOCIETY HEADQUARTERS
 OM0243'BUILDING.
 OM0243
 OM0243                          STATION RECOVERY (1963)
 OM0243
 OM0243'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OM0243'RECOVERED IN GOOD CONDITION.
 OM0243
 OM0243                          STATION RECOVERY (2003)
 OM0243
 OM0243'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 OM0243'OWNERSHIP--CITY OF BEAVER DAM.  THE STATON IS LOCATED IN THE NORTHEAST
 OM0243'QUADRANT OF THE JUNCTION OF WASHINGTON STREET AND SPRING STREET AT THE
 OM0243'BEAVER DAM CHAMBER OF COMMERCE BULDING IN THE CITY OF BEAVER DAM.  THE
 OM0243'STATION IS A BRONZE US COAST AND GEO DETIC SURVEY BENCH MARK DISK SET
 OM0243'VERTICALLY IN THE EAST FACE OF THE BEAVER DAM CHAMBER OF COMMERCE
 OM0243'BULDING ABOUT 0.88 M (2.9 FT) ABOVE THE BRICK SIDEWALK.  THE STATION
 OM0243'IS 1 M (3.3 FT) NORTH OF THE EAST ENTRANCE AND 0.75 M (2.5 FT) NORTH
 OM0243'OF A GUARD RAIL FOR A WHEEL CHAIR RAMP.  ---NOTE---THIS STATION IS NOT
 OM0243'SUITABLE FOR GPS OBSERVATIONS DUE TO BEING SET VERTICALLY IN A
 OM0243'BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0070 ***********************************************************************
 OM0070  DESIGNATION -  G 86
 OM0070  PID         -  OM0070
 OM0070  STATE/COUNTY-  WI/WASHINGTON
 OM0070  USGS QUAD   -  SUSSEX (1994)
 OM0070
 OM0070                         *CURRENT SURVEY CONTROL
 OM0070  ___________________________________________________________________
 OM0070* NAD 83(1986)-  43 14 33.     (N)    088 09 41.     (W)     SCALED    
 OM0070* NAVD 88     -       275.053  (meters)     902.40   (feet)  ADJUSTED  
 OM0070  ___________________________________________________________________
 OM0070  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 OM0070  DYNAMIC HT  -         274.985 (meters)     902.18  (feet)  COMP
 OM0070  MODELED GRAV-     980,367.6   (mgal)                       NAVD 88
 OM0070
 OM0070  VERT ORDER  -  SECOND    CLASS I
 OM0070
 OM0070.The horizontal coordinates were scaled from a topographic map and have
 OM0070.an estimated accuracy of +/- 6 seconds.
 OM0070
 OM0070.The orthometric height was determined by differential leveling
 OM0070.and adjusted by the National Geodetic Survey in October 2000..
 OM0070
 OM0070.The geoid height was determined by GEOID03.
 OM0070
 OM0070.The dynamic height is computed by dividing the NAVD 88
 OM0070.geopotential number by the normal gravity value computed on the
 OM0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0070.degrees latitude (g = 980.6199 gals.).
 OM0070
 OM0070.The modeled gravity was interpolated from observed gravity values.
 OM0070
 OM0070;                    North         East    Units  Estimated Accuracy
 OM0070;SPC WI S     -   139,680.      749,310.      MT  (+/- 180 meters Scaled)
 OM0070
 OM0070                          SUPERSEDED SURVEY CONTROL
 OM0070
 OM0070  NAVD 88 (06/15/91)  274.934  (m)          902.01   (f) UNKNOWN     2 0
 OM0070  NGVD 29 (??/??/92)  275.002  (m)          902.24   (f) ADJ UNCH    2 0
 OM0070
 OM0070.Superseded values are not recommended for survey control.
 OM0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0070.See file dsdata.txt to determine how the superseded data were derived.
 OM0070
 OM0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN057883(NAD 83)
 OM0070_MARKER: DB = BENCH MARK DISK
 OM0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0070_SP_SET: SQUARE CONCRETE POST
 OM0070_STAMPING: G 86 1934
 OM0070_MARK LOGO: CGS   
 OM0070_PROJECTION: PROJECTING 30 CENTIMETERS
 OM0070_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0070+STABILITY: SURFACE MOTION
 OM0070_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0070+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2003
 OM0070
 OM0070  HISTORY     - Date     Condition        Report By
 OM0070  HISTORY     - 1934     MONUMENTED       CGS
 OM0070  HISTORY     - 19980623 GOOD             WIDT
 OM0070  HISTORY     - 2001     GOOD             WIDT
 OM0070  HISTORY     - 20031109 GOOD             USPSQD
 OM0070
 OM0070                          STATION DESCRIPTION
 OM0070
 OM0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0070'1.9 MI SE FROM RICHFIELD.
 OM0070'1.9 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND
 OM0070'PACIFIC RAILROAD 9 POLES WEST OF MILEPOST 108, 231 FEET EAST OF
 OM0070'THE CENTER LINE OF THE HIGHWAY CROSSING, THENCE 36 FEET SOUTH
 OM0070'OF THE CENTER LINE OF THE TRACK, 7 FEET NORTH OF THE RIGHT-OF-WAY
 OM0070'FENCE, 5 FEET BELOW RAIL LEVEL.
 OM0070
 OM0070                          STATION RECOVERY (1998)
 OM0070
 OM0070'RECOVERY NOTE BY WI DEPT OF TRANSP 1998 (DJH)
 OM0070'THE STATION IS LOCATED ABOUT 20.9 KM (13.00 MI) SOUTH OF WEST BEND AND
 OM0070'3 MI (4.8 KM) SOUTHEAST OF THE COMMUNITY OF RICHFIELD.
 OM0070'OWNERSHIP--WISCONSIN AND SOUTHERN RAILROAD COMPANY.  TO REACH THE
 OM0070'STATION FROM THE JUNCTION OF STATE HIGHWAY 167 (HOLY HILL ROAD) WITH
 OM0070'STATE HIGHWAY 175 0.6 KM (0.35 MI) SOUTHEAST OF THE COMMUNITY OF
 OM0070'RICHFIELD, GO EAST ON STATE HIGHWAY 167 (HOLY HILL ROAD) FOR 0.8 KM
 OM0070'(0.50 MI) TO THE ON-RAMP FOR US HIGHWAY 45 AND HIGHWAY 167 TO THE
 OM0070'RIGHT, CONTINUE EAST ON HOLY HILL ROAD FOR 1.53 KM (0.95 MI) TO COUNTY
 OM0070'HIGHWAY Y, TURN RIGHT AND GO SOUTH ON COUNTY HIGHWAY Y FOR 0.8 KM
 OM0070'(0.50 MI) TO A PRIVATE ROAD ON THE LEFT, TURN LEFT AND GO EAST ON THE
 OM0070'PRIVATE ROAD FOR 0.08 KM (0.05 MI) TO THE STATION ON THE LEFT. THE
 OM0070'STATION IS A BRONZE CGS BENCH MARK DISK STAMPED --G 86 1934-- AND SET
 OM0070'IN THE TOP OF A 24 CM (10-INCH) SQUARE CONCRETE POST PROJECTING .3 M
 OM0070'(1.0 FT) ABOVE THE GROUND AND ABOUT 1.5 M (4.9 FT) BELOW THE RAIL.
 OM0070'THE STATION IS 10.2 M (33.5 FT) NORTH OF THE CENTERLINE OF A PRIVATE
 OM0070'ROAD, 11.2 M (36.7 FT) SOUTH OF THE SOUTH RAIL, 74 M (242.8 FT)
 OM0070'EASTERLY ALONG THE CENTER OF THE TRACK FROM THE MIDDLE OF THE JUNCTION
 OM0070'OF HIGHWAY Y WITH THE RAILROAD GRADE CROSSING, AND 1.0 M (3.3 FT)
 OM0070'NORTH OF AN ORANGE FIBERGLASS WITNESS POST.  ---NOTE--- MARK APPEARS
 OM0070'TO HAVE RISEN 10 CM (4 INCHES) OUT OF THE GROUND. ---NOTE2---VISIBLE
 OM0070'OBSTRUCTIONS AT THIS STATION ARE TREES THROUGHOUT THE SOUTHEAST AND
 OM0070'SOUTHWEST QUADRANTS THAT COMPLETELY OVER HANG THE STATION.
 OM0070
 OM0070                          STATION RECOVERY (2001)
 OM0070
 OM0070'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OM0070'RECOVERED AS DESCRIBED
 OM0070
 OM0070                          STATION RECOVERY (2003)
 OM0070
 OM0070'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0070'RECOVERED IN GOOD CONDITION.  NOTE-- COUNTY HIGHWAY Y IS ALSO
 OM0070'GOLDENDALE ROAD.  THE PRIVATE ROAD IS A GATED SNOWMOBILE TRAIL.  THE
 OM0070'STATION PROJECTS 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0062 ***********************************************************************
 OL0062  DESIGNATION -  G 87
 OL0062  PID         -  OL0062
 OL0062  STATE/COUNTY-  WI/OZAUKEE
 OL0062  USGS QUAD   -  PORT WASHINGTON EAST (1994)
 OL0062
 OL0062                         *CURRENT SURVEY CONTROL
 OL0062  ___________________________________________________________________
 OL0062* NAD 83(1986)-  43 28 51.     (N)    087 51 36.     (W)     SCALED    
 OL0062* NAVD 88     -       225.207  (meters)     738.87   (feet)  ADJUSTED  
 OL0062  ___________________________________________________________________
 OL0062  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 OL0062  DYNAMIC HT  -         225.159 (meters)     738.71  (feet)  COMP
 OL0062  MODELED GRAV-     980,400.4   (mgal)                       NAVD 88
 OL0062
 OL0062  VERT ORDER  -  SECOND    CLASS 0
 OL0062
 OL0062.The horizontal coordinates were scaled from a topographic map and have
 OL0062.an estimated accuracy of +/- 6 seconds.
 OL0062
 OL0062.The orthometric height was determined by differential leveling
 OL0062.and adjusted by the National Geodetic Survey in June 1991..
 OL0062
 OL0062.The geoid height was determined by GEOID03.
 OL0062
 OL0062.The dynamic height is computed by dividing the NAVD 88
 OL0062.geopotential number by the normal gravity value computed on the
 OL0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0062.degrees latitude (g = 980.6199 gals.).
 OL0062
 OL0062.The modeled gravity was interpolated from observed gravity values.
 OL0062
 OL0062;                    North         East    Units  Estimated Accuracy
 OL0062;SPC WI S     -   166,730.      773,100.      MT  (+/- 180 meters Scaled)
 OL0062
 OL0062                          SUPERSEDED SURVEY CONTROL
 OL0062
 OL0062  NGVD 29 (??/??/92)  225.248  (m)          739.00   (f) ADJ UNCH    2 0
 OL0062
 OL0062.Superseded values are not recommended for survey control.
 OL0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0062.See file dsdata.txt to determine how the superseded data were derived.
 OL0062
 OL0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP304145(NAD 83)
 OL0062_MARKER: DB = BENCH MARK DISK
 OL0062_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OL0062_SP_SET: SEMAPHORE BASE
 OL0062_STAMPING: G-87 1934
 OL0062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OL0062
 OL0062  HISTORY     - Date     Condition        Report By
 OL0062  HISTORY     - 1934     MONUMENTED       CGS
 OL0062
 OL0062                          STATION DESCRIPTION
 OL0062
 OL0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OL0062'1.2 MI S FROM BELGIUM.
 OL0062'1.2 MILES SOUTH OF DEPOT ALONG THE CHICAGO AND NORTHWESTERN
 OL0062'RAILROAD AT SEMAPHORE 625.  100 FEET SOUTH OF PRIVATE CROSSING,
 OL0062'SET IN SOUTHWEST CORNER OF THE CONCRETE BASE OF SEMAPHORE.
 OL0062'10 FEET EAST OF CENTERLINE OF TRACK AND 6 INCHES BELOW RAIL
 OL0062'TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0243 ***********************************************************************
 OL0243  DESIGNATION -  G 88
 OL0243  PID         -  OL0243
 OL0243  STATE/COUNTY-  WI/MANITOWOC
 OL0243  USGS QUAD   -  CLEVELAND EAST (1994)
 OL0243
 OL0243                         *CURRENT SURVEY CONTROL
 OL0243  ___________________________________________________________________
 OL0243* NAD 83(1986)-  43 56 28.     (N)    087 44 29.     (W)     SCALED    
 OL0243* NAVD 88     -       193.528  (meters)     634.93   (feet)  ADJUSTED  
 OL0243  ___________________________________________________________________
 OL0243  GEOID HEIGHT-         -35.99  (meters)                     GEOID03
 OL0243  DYNAMIC HT  -         193.494 (meters)     634.82  (feet)  COMP
 OL0243  MODELED GRAV-     980,437.0   (mgal)                       NAVD 88
 OL0243
 OL0243  VERT ORDER  -  FIRST     CLASS 0
 OL0243
 OL0243.The horizontal coordinates were scaled from a topographic map and have
 OL0243.an estimated accuracy of +/- 6 seconds.
 OL0243
 OL0243.The orthometric height was determined by differential leveling
 OL0243.and adjusted by the National Geodetic Survey in June 1991..
 OL0243
 OL0243.The geoid height was determined by GEOID03.
 OL0243
 OL0243.The dynamic height is computed by dividing the NAVD 88
 OL0243.geopotential number by the normal gravity value computed on the
 OL0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0243.degrees latitude (g = 980.6199 gals.).
 OL0243
 OL0243.The modeled gravity was interpolated from observed gravity values.
 OL0243
 OL0243;                    North         East    Units  Estimated Accuracy
 OL0243;SPC WI S     -   218,100.      781,310.      MT  (+/- 180 meters Scaled)
 OL0243
 OL0243                          SUPERSEDED SURVEY CONTROL
 OL0243
 OL0243  NGVD 29 (??/??/92)  193.548  (m)          635.00   (f) ADJ UNCH    2 0
 OL0243
 OL0243.Superseded values are not recommended for survey control.
 OL0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0243.See file dsdata.txt to determine how the superseded data were derived.
 OL0243
 OL0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP405655(NAD 83)
 OL0243_MARKER: DB = BENCH MARK DISK
 OL0243_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OL0243_SP_SET: ABUTMENT
 OL0243_STAMPING: G 88 1934
 OL0243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0243+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2006
 OL0243
 OL0243  HISTORY     - Date     Condition        Report By
 OL0243  HISTORY     - 1934     MONUMENTED       CGS
 OL0243  HISTORY     - 1972     GOOD             NGS
 OL0243  HISTORY     - 20021119 GOOD             USPSQD
 OL0243  HISTORY     - 20040305 GOOD             USPSQD
 OL0243  HISTORY     - 20060415 GOOD             USPSQD
 OL0243
 OL0243                          STATION DESCRIPTION
 OL0243
 OL0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0243'1.9 MI N FROM CLEVELAND.
 OL0243'ABOUT 1.9 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN
 OL0243'RAILWAY FROM THE CROSSING OF STATE HIGHWAY 149 AT CLEVELAND,
 OL0243'AT THE SOUTH END OF RAILROAD BRIDGE NO. 2060 OVER FISCHER CREEK,
 OL0243'4.7 FEET WEST OF THE WEST RAIL, SET IN THE TOP OF THE WEST END
 OL0243'OF THE SOUTH CONCRETE ABUTMENT AND 1 FOOT BELOW THE TOP OF THE
 OL0243'RAIL.  SEC 16, T17N, R 23E
 OL0243
 OL0243                          STATION RECOVERY (2002)
 OL0243
 OL0243'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OL0243'RECOVERED IN GOOD CONDITION.  STATE HIGHWAY 149 NO LONGER EXISTS -
 OL0243'SUBSTITUTE WASHINGTON ROAD. TAKE DAIRYLAND OR CENTER ROAD NORTH FOR
 OL0243'0.3 MILE NORTH OF FISCHER CREEK ROAD UNTIL IT CURVES TO THE NORTHWEST.
 OL0243'TURN RIGHT (NORTH) FOR 100 FEET ON THE PAVED DEAD END ROAD TO THE
 OL0243'STATION.
 OL0243
 OL0243                          STATION RECOVERY (2004)
 OL0243
 OL0243'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 OL0243'RECOVERED IN GOOD CONDITION.
 OL0243
 OL0243                          STATION RECOVERY (2006)
 OL0243
 OL0243'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRB)
 OL0243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0093 ***********************************************************************
 PM0093  DESIGNATION -  G 89
 PM0093  PID         -  PM0093
 PM0093  STATE/COUNTY-  WI/BROWN
 PM0093  USGS QUAD   -  DENMARK (1978)
 PM0093
 PM0093                         *CURRENT SURVEY CONTROL
 PM0093  ___________________________________________________________________
 PM0093* NAD 83(1986)-  44 21 07.     (N)    087 49 49.     (W)     SCALED    
 PM0093* NAVD 88     -       264.909  (meters)     869.12   (feet)  ADJUSTED  
 PM0093  ___________________________________________________________________
 PM0093  GEOID HEIGHT-         -36.06  (meters)                     GEOID03
 PM0093  DYNAMIC HT  -         264.872 (meters)     869.00  (feet)  COMP
 PM0093  MODELED GRAV-     980,471.1   (mgal)                       NAVD 88
 PM0093
 PM0093  VERT ORDER  -  SECOND    CLASS I
 PM0093
 PM0093.The horizontal coordinates were scaled from a topographic map and have
 PM0093.an estimated accuracy of +/- 6 seconds.
 PM0093
 PM0093.The orthometric height was determined by differential leveling
 PM0093.and adjusted by the National Geodetic Survey in May 2003..
 PM0093.WARNING-Repeat measurements at this control monument indicate possible
 PM0093.vertical movement.
 PM0093
 PM0093.The geoid height was determined by GEOID03.
 PM0093
 PM0093.The dynamic height is computed by dividing the NAVD 88
 PM0093.geopotential number by the normal gravity value computed on the
 PM0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0093.degrees latitude (g = 980.6199 gals.).
 PM0093
 PM0093.The modeled gravity was interpolated from observed gravity values.
 PM0093
 PM0093;                    North         East    Units  Estimated Accuracy
 PM0093;SPC WI C     -    59,940.      772,970.      MT  (+/- 180 meters Scaled)
 PM0093
 PM0093                          SUPERSEDED SURVEY CONTROL
 PM0093
 PM0093  NAVD 88 (06/15/91)  264.857  (m)          868.95   (f) UNKNOWN     1 0
 PM0093  NGVD 29 (??/??/92)  264.795  (m)          868.75   (f) ADJ UNCH    2 0
 PM0093
 PM0093.Superseded values are not recommended for survey control.
 PM0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0093.See file dsdata.txt to determine how the superseded data were derived.
 PM0093
 PM0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ338112(NAD 83)
 PM0093_MARKER: DB = BENCH MARK DISK
 PM0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PM0093_STAMPING: G 89 1934
 PM0093_MARK LOGO: CGS   
 PM0093_PROJECTION: PROJECTING 3 CENTIMETERS
 PM0093_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PM0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0093+STABILITY: SURFACE MOTION
 PM0093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0093+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2005
 PM0093
 PM0093  HISTORY     - Date     Condition        Report By
 PM0093  HISTORY     - 1934     MONUMENTED       CGS
 PM0093  HISTORY     - 1972     GOOD             NGS
 PM0093  HISTORY     - 19940510 GOOD             WI-009
 PM0093  HISTORY     - 20010522 GOOD             WIDT
 PM0093  HISTORY     - 20030429 GOOD             USPSQD
 PM0093  HISTORY     - 20050726 GOOD             WIDT
 PM0093
 PM0093                          STATION DESCRIPTION
 PM0093
 PM0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0093'0.3 MI NW FROM DENMARK.
 PM0093'ABOUT 0.3 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 PM0093'RAILWAY FROM THE CROSSING OF MAIN STREET AT DENMARK, 0.2 MILE
 PM0093'NORTHWEST OF THE ABANDONED RAILROAD STATION AT DENMARK, ABOUT
 PM0093'400 FEET OF AND ACROSS THE TRACKS FROM A LARGE OLD BRICK BUILDING,
 PM0093'36 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 62
 PM0093'FEET SOUTHWEST OF A FENCE LINE, 32 1/2 FEET NORTHWEST OF A
 PM0093'TELEPHONE POLE BRACED BY TWO GUY WIRES AND BEARING MILEPOST
 PM0093'SIGN 98, 1.1 FEET SOUTHEAST OF A METAL WITNESS POST, 2 1/2 FEET
 PM0093'BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 PM0093'POST PROJECTING 6 INCHES ABOVE THE LEVEL OF THE GROUND.  SEC 28,
 PM0093'T22N, R22E.
 PM0093
 PM0093                          STATION RECOVERY (1994)
 PM0093
 PM0093'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PM0093'LARGE OLD BRICK BUILDING IS DUFECK WOOD PRODUCTS.
 PM0093
 PM0093                          STATION RECOVERY (2001)
 PM0093
 PM0093'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PM0093'THE STATION IS LOCATED ABOUT 40 KM EAST-NORTHEAST OF APPLETON AND 22
 PM0093'KM SOUTHEAST OF GREEN BAY. OWNERSHIP-- FOX VALLEY AND WESTERN
 PM0093'RAILROAD. TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 43
 PM0093'WITH STATE HIGHWAY 96  WITH COUNTY HIGHWAY KB (DE PERE ROAD) ABOUT 23
 PM0093'KM SOUTHEAST OF THE CITY OF GREEN BAY, GO EAST ON COUNTY HIGHWAY KB
 PM0093'(DE PERE ROAD) FOR 0.6 KM TO COUNTY HIGHWAY R, CONTINUE EAST ON
 PM0093'COUNTY HIGHWAY KB FOR 0.8 KM TO COUNTY HIGHWAY T, TURN LEFT AND GO
 PM0093'NORTH ON COUNTY HIGHWAY T FOR 0.3 KM TO SCANDINAVIAN ROAD, TURN LEFT
 PM0093'AND GO WEST THEN NORTH ON SCANDINAVIAN ROAD FOR 0.3 KM TO A BRICK
 PM0093'APARTMENT BUILDINGS --439 AND 432-- TURN LEFT AND GO WEST INTO
 PM0093'PRIVATE ENTRANCE BETWEEN THESE BUILDINGS. THE STATION IS A BRONZE US
 PM0093'GEOLOGICAL SURVEY BENCHMARK DISK SET IN THE TOP OF A 30-CM DIAMETER
 PM0093'SQUARE CONCRETE POST ABOUT 0.5 M BELOW THE RAIL. THE STATION IS 35.1
 PM0093'M SOUTHWEST OF THE CENTERLINE  OF PRIVATE ENTRANCES --439 AND 432--,
 PM0093'26.0 M SOUTHWEST OF THE SOUTHWEST CORNER OF STORAGE UNIT --30--, 23.2
 PM0093'M SOUTHWEST OF THE NORTHWEST CORNER OF STORAGE UNIT --29--, 11.2 M
 PM0093'EAST OF EASTERNMOST RAIL, 10.0 M NORTH-NORTHEAST OF POWER POLE
 PM0093'--20--, AND 0.5 M NORTHEAST OF A WHITE PLASTIC WITNESS POST.
 PM0093'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 PM0093'THAN 15 DEGREES ABOVE THE HORIZON.
 PM0093
 PM0093                          STATION RECOVERY (2003)
 PM0093
 PM0093'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0093'RECOVERED IN GOOD CONDITION. ADD-- FROM THE INTERSECTION OF CTH R AND
 PM0093'CTH RB, GO EAST ON DEPERE ROAD (CTH KB) FOR 0.5 MILE TO N. WALL STREET
 PM0093'(CTH T). TURN NORTH AND GO 0.2 MILE ON N. WALL ST. TO HIGHRIDGE
 PM0093'AVENUE.  TURN LEFT (WEST) TO SCANDINAVIAN COURT.
 PM0093'NOTE-- MODIFY THE WIDT DESCRIPTION IN THAT YOU TURN IN BETWEEN
 PM0093'APARTMENT BUILDINGS 439 AND 423.
 PM0093
 PM0093                          STATION RECOVERY (2005)
 PM0093
 PM0093'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PM0093'RECOVERED IN GOOD CONDITION.  NOTE-- THE 2003 DESCRIPTION IS CORRECT
 PM0093'EXCEPT THE COUNTY HIGHWAY IS KB (NOT RB).  ADD-- THE STATION IS 0.6 M
 PM0093'NORTH OF A WHITE PLASTIC WITNESS POST AND 0.3 M SOUTH OF A WHITE METAL
 PM0093'WITNESS POST, AND THE MONUMENT PROJECTS 22 CM ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0520 ***********************************************************************
 PN0520  DESIGNATION -  G 9
 PN0520  PID         -  PN0520
 PN0520  STATE/COUNTY-  WI/WOOD
 PN0520  USGS QUAD   -  NEKOOSA (1984)
 PN0520
 PN0520                         *CURRENT SURVEY CONTROL
 PN0520  ___________________________________________________________________
 PN0520* NAD 83(1986)-  44 19 51.     (N)    089 56 45.     (W)     SCALED    
 PN0520* NAVD 88     -       302.856  (meters)     993.62   (feet)  ADJUSTED  
 PN0520  ___________________________________________________________________
 PN0520  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 PN0520  DYNAMIC HT  -         302.803 (meters)     993.45  (feet)  COMP
 PN0520  MODELED GRAV-     980,435.7   (mgal)                       NAVD 88
 PN0520
 PN0520  VERT ORDER  -  FIRST     CLASS II
 PN0520
 PN0520.The horizontal coordinates were scaled from a topographic map and have
 PN0520.an estimated accuracy of +/- 6 seconds.
 PN0520
 PN0520.The orthometric height was determined by differential leveling
 PN0520.and adjusted by the National Geodetic Survey in June 1991..
 PN0520
 PN0520.The geoid height was determined by GEOID03.
 PN0520
 PN0520.The dynamic height is computed by dividing the NAVD 88
 PN0520.geopotential number by the normal gravity value computed on the
 PN0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0520.degrees latitude (g = 980.6199 gals.).
 PN0520
 PN0520.The modeled gravity was interpolated from observed gravity values.
 PN0520
 PN0520;                    North         East    Units  Estimated Accuracy
 PN0520;SPC WI C     -    55,280.      604,320.      MT  (+/- 180 meters Scaled)
 PN0520
 PN0520                          SUPERSEDED SURVEY CONTROL
 PN0520
 PN0520  NGVD 29 (??/??/92)  302.877  (m)          993.69   (f) ADJ UNCH    1 2
 PN0520
 PN0520.Superseded values are not recommended for survey control.
 PN0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0520.See file dsdata.txt to determine how the superseded data were derived.
 PN0520
 PN0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ651128(NAD 83)
 PN0520_MARKER: DB = BENCH MARK DISK
 PN0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0520_SP_SET: CONCRETE POST
 PN0520_STAMPING: G 9 1930 993.689
 PN0520_MARK LOGO: CGS   
 PN0520_PROJECTION: PROJECTING 5 CENTIMETERS
 PN0520_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0520+STABILITY: SURFACE MOTION
 PN0520_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0520+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2004
 PN0520
 PN0520  HISTORY     - Date     Condition        Report By
 PN0520  HISTORY     - 1930     MONUMENTED       CGS
 PN0520  HISTORY     - 1935     GOOD             NGS
 PN0520  HISTORY     - 1985     GOOD             NGS
 PN0520  HISTORY     - 19940430 GOOD             USPSQD
 PN0520  HISTORY     - 20021207 GOOD             USPSQD
 PN0520  HISTORY     - 2004     GOOD             WIDT
 PN0520  HISTORY     - 20040330 GOOD             USPSQD
 PN0520
 PN0520                          STATION DESCRIPTION
 PN0520
 PN0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 PN0520'4.3 MI W FROM PORT EDWARDS.
 PN0520'ON THE CHICAGO, MILWAUKEE, AND ST. PAUL RAILROAD, 4.32 MILES
 PN0520'WEST OF PORT EDWARDS, IN THE SOUTHWEST CORNER OF THE INTERSECTION
 PN0520'OF A COUNTRY ROAD AND THE RAILROAD, 86 FEET WEST OF THE COUNTRY
 PN0520'ROAD, 44 FEET SOUTH OF THE SOUTH AND NEAREST RAIL, AND 2 FEET
 PN0520'NORTH OF THE SOUTH PROPERTY FENCE LINE, STANDARD BRONZE DISC SET
 PN0520'IN CONCRETE MONUMENT.
 PN0520
 PN0520                          STATION RECOVERY (1935)
 PN0520
 PN0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 PN0520'RECOVERED IN GOOD CONDITION.
 PN0520
 PN0520                          STATION RECOVERY (1985)
 PN0520
 PN0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0520'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  13.3 KM
 PN0520'(8.25 MI) NORTHEASTERLY ALONG STATE HIGHWAY 173 FROM ITS JUNCTION WITH
 PN0520'STATE HIGHWAY 80 IN BABCOCK, THENCE 1.0 KM (0.6 MI) NORTH ALONG KIMBAW
 PN0520'AVENUE, 24.3 M (79.7 FT) WEST OF THE CENTER OF THE AVENUE, 16.4 M
 PN0520'(53.8 FT) NORTHWEST OF UTILITY POLE NUMBER 21-5-6-46/32, 13.5 M (44.3
 PN0520'FT) SOUTH OF THE NEAR RAIL OF THE CHICAGO, MILWAUKEE, ST PAUL, AND
 PN0520'PACIFIC RAILROAD.
 PN0520'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 PN0520'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 PN0520
 PN0520                          STATION RECOVERY (1994)
 PN0520
 PN0520'RECOVERY NOTE BY US POWER SQUADRON 1994
 PN0520'RECOVERED IN GOOD CONDITION.
 PN0520
 PN0520                          STATION RECOVERY (2002)
 PN0520
 PN0520'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0520'RECOVERED IN GOOD CONDITION. THE POLE REFERENCED IN 1985 IS NUMBERED
 PN0520'21-5-6-45/32.  IT IS AT THE NORTH EDGE OF A TREE LINE RESTRICTING
 PN0520'SATELLITE OBSERVATIONS.
 PN0520
 PN0520                          STATION RECOVERY (2004)
 PN0520
 PN0520'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 PN0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 4.3 MI (3112.96 KM) WEST
 PN0520'FROM PORT EDWARDS. ON THE CHICAGO, MILWAUKEE, AND ST.  PAUL RAILROAD,
 PN0520'4.32 MI (6.95 KM) WEST OF PORT EDWARDS, IN THE SOUTHWEST CORNER OF THE
 PN0520'INTERSECTION OF A COUNTRY ROAD AND THE RAILROAD, 86 FT (26.2 M) WEST
 PN0520'OF THE COUNTRY ROAD, 44 FT (13.4 M) SOUTH OF THE SOUTH AND NEAREST
 PN0520'RAIL, AND 2 FT (0.6 M) NORTH OF THE SOUTH PROPERTY FENCE LINE,
 PN0520'STANDARD BRONZE DISC SET IN CONCRETE MONUMENT.
 PN0520' 
 PN0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935 RECOVERED IN GOOD
 PN0520'CONDITION.
 PN0520' 
 PN0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 RECOVERED IN GOOD
 PN0520'CONDITION.  A NEW DESCRIPTION FOLLOWS.  13.3 KM (8.25 MI)
 PN0520'NORTHEASTERLY ALONG STATE HIGHWAY 173 FROM ITS JUNCTION WITH STATE
 PN0520'HIGHWAY 80 IN BABCOCK, THENCE 1.0 KM (0.6 MI) NORTH ALONG KIMBAW
 PN0520'AVENUE, 24.3 M (79.7 FT) WEST OF THE CENTER OF THE AVENUE, 16.4 M
 PN0520'(53.8 FT) NORTHWEST OF UTILITY POLE NUMBER 21-5-6-46/32, 13.5 M (44.3
 PN0520'FT) SOUTH OF THE NEAR RAIL OF THE CHICAGO, MILWAUKEE, ST PAUL, AND
 PN0520'PACIFIC RAILROAD. THE MARK IS 0.3 M (1.0 FT) EAST FROM A WITNESS POST
 PN0520'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 PN0520' 
 PN0520'RECOVERY NOTE BY US POWER SQUADRON 1994 RECOVERED IN GOOD CONDITION.
 PN0520' 
 PN0520'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB) RECOVERED IN GOOD
 PN0520'CONDITION.  THE POLE REFERENCED IN 1985 IS NUMBERED 21-5-6-45/32.  IT
 PN0520'IS AT THE NORTH EDGE OF A TREE LINE RESTRICTING SATELLITE
 PN0520'OBSERVATIONS.
 PN0520' 
 PN0520'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB) RECOVERED IN GOOD
 PN0520'CONDITION.
 PN0520' 
 PN0520'RECOVERED AS DESCRIBED.
 PN0520
 PN0520                          STATION RECOVERY (2004)
 PN0520
 PN0520'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN0520'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0016 ***********************************************************************
 OM0016  DESIGNATION -  G 90
 OM0016  PID         -  OM0016
 OM0016  STATE/COUNTY-  WI/FOND DU LAC
 OM0016  USGS QUAD   -  ST CLOUD (1992)
 OM0016
 OM0016                         *CURRENT SURVEY CONTROL
 OM0016  ___________________________________________________________________
 OM0016* NAD 83(1986)-  43 49 23.     (N)    088 10 09.     (W)     SCALED    
 OM0016* NAVD 88     -       283.344  (meters)     929.60   (feet)  ADJUSTED  
 OM0016  ___________________________________________________________________
 OM0016  GEOID HEIGHT-         -35.67  (meters)                     GEOID03
 OM0016  DYNAMIC HT  -         283.284 (meters)     929.41  (feet)  COMP
 OM0016  MODELED GRAV-     980,402.0   (mgal)                       NAVD 88
 OM0016
 OM0016  VERT ORDER  -  SECOND    CLASS I
 OM0016
 OM0016.The horizontal coordinates were scaled from a topographic map and have
 OM0016.an estimated accuracy of +/- 6 seconds.
 OM0016
 OM0016.The orthometric height was determined by differential leveling
 OM0016.and adjusted by the National Geodetic Survey in May 2003..
 OM0016
 OM0016.The geoid height was determined by GEOID03.
 OM0016
 OM0016.The dynamic height is computed by dividing the NAVD 88
 OM0016.geopotential number by the normal gravity value computed on the
 OM0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0016.degrees latitude (g = 980.6199 gals.).
 OM0016
 OM0016.The modeled gravity was interpolated from observed gravity values.
 OM0016
 OM0016;                    North         East    Units  Estimated Accuracy
 OM0016;SPC WI S     -   204,140.      747,260.      MT  (+/- 180 meters Scaled)
 OM0016
 OM0016                          SUPERSEDED SURVEY CONTROL
 OM0016
 OM0016  NAVD 88 (??/??/92)  283.344  (m)          929.60   (f) UNKNOWN     3 0
 OM0016  NGVD 29 (??/??/92)  283.343  (m)          929.60   (f) ADJ UNCH    2 0
 OM0016
 OM0016.Superseded values are not recommended for survey control.
 OM0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0016.See file dsdata.txt to determine how the superseded data were derived.
 OM0016
 OM0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP059528(NAD 83)
 OM0016_MARKER: DB = BENCH MARK DISK
 OM0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0016_STAMPING: G 90 1934
 OM0016_MARK LOGO: CGS   
 OM0016_PROJECTION: PROJECTING 18 CENTIMETERS
 OM0016_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OM0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0016+STABILITY: SURFACE MOTION
 OM0016_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0016+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2003
 OM0016
 OM0016  HISTORY     - Date     Condition        Report By
 OM0016  HISTORY     - 1934     MONUMENTED       CGS
 OM0016  HISTORY     - 20010418 GOOD             WIDT
 OM0016  HISTORY     - 20030708 GOOD             USPSQD
 OM0016  HISTORY     - 20050822 POOR             WIDT
 OM0016
 OM0016                          STATION DESCRIPTION
 OM0016
 OM0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0016'AT ST CLOUD.
 OM0016'ALONG THE CHICAGO AND NORTHWESTERN RAILROAD, ABOUT 700 FEET
 OM0016'WEST OF DEPOT.  SET IN POST, ACROSS TRACK FROM STANDARD OIL CO.
 OM0016'BULK PLANT, 28 FEET NORTH OF CENTERLINE OF TRACK, 50 FEET SOUTH
 OM0016'OF EXTENSION OF CENTERLINE OF STREET PARALLELING TRACK AND 4 FT
 OM0016'ABOVE RAIL TOP.
 OM0016
 OM0016                          STATION RECOVERY (2001)
 OM0016
 OM0016'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OM0016'THE STATION IS ABOUT 23 KM NORTHEAST OF FOND DU LAC AND IN ST CLOUD.
 OM0016'OWNERSHIP--VILLAGE OF ST CLOUD.  TO REACH THE STATION FROM THE
 OM0016'JUNCTION OF STATE HIGHWAY 23 WITH COUNTY HIGHWAY G ABOUT 22 KM EAST
 OM0016'OF THE CITY OF FOND DU LAC, GO NORTH ON COUNTY HIGHWAY G FOR 6.3 KM
 OM0016'TO RAILROAD STREET ON THE LEFT, TURN LEFT AND GO WEST ON RAILROAD
 OM0016'STREET FOR 0.2 KM TO THE STATION ON THE LEFT.  THE STATION IS A
 OM0016'BRONZE US COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP OF
 OM0016'A 20-CM SQUARE CONCRETE POST AND ABOUT LEVEL WITH THE ROAD PAVEMENT.
 OM0016'THE STATION IS 13.4 M SOUTH OF THE CENTERLINE OF RAILROAD STREET, 63
 OM0016'M WEST OF THE CENTERLINE OF CHURCH STREET, 18 M EAST OF THE EXTENDED
 OM0016'CENTERLINE OF PRIVATE ENTRANCE --17--, AND 8.7 M SOUTHEAST OF POWER
 OM0016'POLE --E58-5813 35-5--.  ---NOTE---THIS STATION HAS VISIBLE
 OM0016'OBSTRUCTIONS IN ALL QUADRANTS EXCEPT THE SOUTHEAST EXTENDING HIGHER
 OM0016'THAN 15 DEGREES ABOVE THE HORIZON.
 OM0016
 OM0016                          STATION RECOVERY (2003)
 OM0016
 OM0016'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0016'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS IN LINE WITH THE
 OM0016'EXTENDED CENTERLINE OF A DRIVEWAY TO THE PRIVATE RESIDENCE AT -213-.
 OM0016
 OM0016                          STATION RECOVERY (2005)
 OM0016
 OM0016'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 OM0016'RECOVERED IN POOR CONDITION.  NOTE-- THE MONUMENT IS LEANING ABOUT 15
 OM0016'DEGREES TO THE SOUTH.  ADD-- THE STATION IS 15 CM NORTH OF A WHITE
 OM0016'PLASTIC WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0190 ***********************************************************************
 PN0190  DESIGNATION -  G 91
 PN0190  PID         -  PN0190
 PN0190  STATE/COUNTY-  WI/CALUMET
 PN0190  USGS QUAD   -  POTTER (1993)
 PN0190
 PN0190                         *CURRENT SURVEY CONTROL
 PN0190  ___________________________________________________________________
 PN0190* NAD 83(1986)-  44 01 01.     (N)    088 07 23.     (W)     SCALED    
 PN0190* NAVD 88     -       251.784  (meters)     826.06   (feet)  ADJUSTED  
 PN0190  ___________________________________________________________________
 PN0190  GEOID HEIGHT-         -35.98  (meters)                     GEOID03
 PN0190  DYNAMIC HT  -         251.735 (meters)     825.90  (feet)  COMP
 PN0190  MODELED GRAV-     980,417.0   (mgal)                       NAVD 88
 PN0190
 PN0190  VERT ORDER  -  SECOND    CLASS I
 PN0190
 PN0190.The horizontal coordinates were scaled from a topographic map and have
 PN0190.an estimated accuracy of +/- 6 seconds.
 PN0190
 PN0190.The orthometric height was determined by differential leveling
 PN0190.and adjusted by the National Geodetic Survey in May 2003..
 PN0190
 PN0190.The geoid height was determined by GEOID03.
 PN0190
 PN0190.The dynamic height is computed by dividing the NAVD 88
 PN0190.geopotential number by the normal gravity value computed on the
 PN0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0190.degrees latitude (g = 980.6199 gals.).
 PN0190
 PN0190.The modeled gravity was interpolated from observed gravity values.
 PN0190
 PN0190;                    North         East    Units  Estimated Accuracy
 PN0190;SPC WI S     -   225,760.      750,490.      MT  (+/- 180 meters Scaled)
 PN0190
 PN0190                          SUPERSEDED SURVEY CONTROL
 PN0190
 PN0190  NAVD 88 (06/15/91)  251.761  (m)          825.99   (f) UNKNOWN     2 0
 PN0190  NGVD 29 (??/??/92)  251.758  (m)          825.98   (f) ADJ UNCH    2 0
 PN0190
 PN0190.Superseded values are not recommended for survey control.
 PN0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0190.See file dsdata.txt to determine how the superseded data were derived.
 PN0190
 PN0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP099743(NAD 83)
 PN0190_MARKER: DB = BENCH MARK DISK
 PN0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0190_STAMPING: G 91 1934
 PN0190_MARK LOGO: CGS   
 PN0190_PROJECTION: PROJECTING 15 CENTIMETERS
 PN0190_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0190+STABILITY: SURFACE MOTION
 PN0190_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0190+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2005
 PN0190
 PN0190  HISTORY     - Date     Condition        Report By
 PN0190  HISTORY     - 1934     MONUMENTED       CGS
 PN0190  HISTORY     - 20010416 GOOD             WIDT
 PN0190  HISTORY     - 20030630 GOOD             USPSQD
 PN0190  HISTORY     - 20050817 GOOD             WIDT
 PN0190
 PN0190                          STATION DESCRIPTION
 PN0190
 PN0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0190'AT HAYTON.
 PN0190'AT HAYTON ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC
 PN0190'RAILROAD, ABOUT 165 FEET SOUTH OF DEPOT.  SET IN POST, 2 FEET
 PN0190'ABOVE RAIL TOP, 9 FEET EAST OF SNOW FENCE AND 65 FEET WEST OF
 PN0190'CENTERLINE OF TRACK FROM A POINT 30 FEET NORTH OF CENTER OF
 PN0190'PUBLIC CROSSING.
 PN0190
 PN0190                          STATION RECOVERY (2001)
 PN0190
 PN0190'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PN0190'THE STATION IS LOCATED ABOUT 38 KM WEST-SOUTHWEST OF MANITOWOC AND 3
 PN0190'KM SOUTHEAST OF CHILTON.  OWNERSHIP--TOWN OF CHARLESTOWN. TO REACH
 PN0190'THE STATION FROM THE JUNCTION OF US HIGHWAY 151 WITH STATE HIGHWAYS
 PN0190'32 AND 57 AT THE INTERSECTION OF CALUMET STREET AND CHESTNUT STREET
 PN0190'IN THE CITY OF CHILTON, GO EAST ON US HIGHWAY 151 (CALUMET STREET)
 PN0190'FOR 2.6 KM TO MILL ROAD, TURN RIGHT AND GO SOUTH ON MILL ROAD FOR 0.6
 PN0190'KM TO A RAILROAD CROSSING AND THE STATION ON THE RIGHT.  THE STATION
 PN0190'IS A BRONZE US COAST AND GEODETIC BENCH MARK DISK SET IN THE TOP OF A
 PN0190'24-CM SQUARE CONCRETE POST AND ABOUT LEVEL WITH THE ROAD PAVEMENT.
 PN0190'THE STATION IS 21.3 M WEST OF THE CENTERLINE OF MILL ROAD, 38 M NORTH
 PN0190'OF THE CENTERLINE OF PRIVATE ENTRANCE --N3543--, 19.2 M SOUTHWEST OF
 PN0190'THE SOUTHWEST RAIL, 16.2 M NORTHEAST OF THE NORTHEAST CORNER OF
 PN0190'PRIVATE RESIDENCE --N3543--, AND 0.2 M EAST OF A FLAG POLE.
 PN0190'---NOTE---THIS STATION HAS OBSTRUCTIONS IN ALL QUADRANTS EXTENDING
 PN0190'HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 PN0190
 PN0190                          STATION RECOVERY (2003)
 PN0190
 PN0190'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0190'STATION RECOVERED IN GOOD CONDITION.  ADD-- THE STATION PROJECTS 6
 PN0190'INCHES ABOVE THE GROUND.
 PN0190
 PN0190                          STATION RECOVERY (2005)
 PN0190
 PN0190'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PN0190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0172 ***********************************************************************
 PN0172  DESIGNATION -  G 92
 PN0172  PID         -  PN0172
 PN0172  STATE/COUNTY-  WI/CALUMET
 PN0172  USGS QUAD   -  HILBERT (1992)
 PN0172
 PN0172                         *CURRENT SURVEY CONTROL
 PN0172  ___________________________________________________________________
 PN0172* NAD 83(1986)-  44 08 53.     (N)    088 09 50.     (W)     SCALED    
 PN0172* NAVD 88     -       254.410  (meters)     834.68   (feet)  ADJUSTED  
 PN0172  ___________________________________________________________________
 PN0172  GEOID HEIGHT-         -36.04  (meters)                     GEOID03
 PN0172  DYNAMIC HT  -         254.366 (meters)     834.53  (feet)  COMP
 PN0172  MODELED GRAV-     980,439.7   (mgal)                       NAVD 88
 PN0172
 PN0172  VERT ORDER  -  SECOND    CLASS 0
 PN0172
 PN0172.The horizontal coordinates were scaled from a topographic map and have
 PN0172.an estimated accuracy of +/- 6 seconds.
 PN0172
 PN0172.The orthometric height was determined by differential leveling
 PN0172.and adjusted by the National Geodetic Survey in June 1991..
 PN0172
 PN0172.The geoid height was determined by GEOID03.
 PN0172
 PN0172.The dynamic height is computed by dividing the NAVD 88
 PN0172.geopotential number by the normal gravity value computed on the
 PN0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0172.degrees latitude (g = 980.6199 gals.).
 PN0172
 PN0172.The modeled gravity was interpolated from observed gravity values.
 PN0172
 PN0172;                    North         East    Units  Estimated Accuracy
 PN0172;SPC WI S     -   240,260.      746,890.      MT  (+/- 180 meters Scaled)
 PN0172
 PN0172                          SUPERSEDED SURVEY CONTROL
 PN0172
 PN0172  NGVD 29 (??/??/92)  254.420  (m)          834.71   (f) ADJ UNCH    2 0
 PN0172
 PN0172.Superseded values are not recommended for survey control.
 PN0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0172.See file dsdata.txt to determine how the superseded data were derived.
 PN0172
 PN0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP069889(NAD 83)
 PN0172_MARKER: DB = BENCH MARK DISK
 PN0172_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PN0172_SP_SET: CONCRETE FOUNDATION
 PN0172_STAMPING: G-92 1934
 PN0172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PN0172
 PN0172  HISTORY     - Date     Condition        Report By
 PN0172  HISTORY     - 1934     MONUMENTED       CGS
 PN0172  HISTORY     - 1974     MARK NOT FOUND   USGS
 PN0172
 PN0172                          STATION DESCRIPTION
 PN0172
 PN0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0172'0.3 MI W FROM HILBERT.
 PN0172'0.3 MILES WEST OF ALONG THE MINNEAPOLIS, ST PAUL AND SOO STE
 PN0172'MARIE RAILROAD, 400 FEET EAST OF JUNCTION KNOWN AS ST PAUL SWITCH,
 PN0172'AT EAST BOUND DISTANT SIGNAL.  SET IN NORTHWEST CORNER OF
 PN0172'CONCRETE FOUNDATION OF SIGNAL AT RAIL LEVEL AND 10 FEET SOUTH
 PN0172'OF CENTERLINE OF TRACK.
 PN0172
 PN0172                          STATION RECOVERY (1974)
 PN0172
 PN0172'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 PN0172'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0247 ***********************************************************************
 PN0247  DESIGNATION -  G 93
 PN0247  PID         -  PN0247
 PN0247  STATE/COUNTY-  WI/WAUPACA
 PN0247  USGS QUAD   -  WEYAUWEGA (1982)
 PN0247
 PN0247                         *CURRENT SURVEY CONTROL
 PN0247  ___________________________________________________________________
 PN0247* NAD 83(1986)-  44 18 27.     (N)    088 52 56.     (W)     SCALED    
 PN0247* NAVD 88     -       231.875  (meters)     760.74   (feet)  ADJUSTED  
 PN0247  ___________________________________________________________________
 PN0247  GEOID HEIGHT-         -36.44  (meters)                     GEOID03
 PN0247  DYNAMIC HT  -         231.835 (meters)     760.61  (feet)  COMP
 PN0247  MODELED GRAV-     980,437.0   (mgal)                       NAVD 88
 PN0247
 PN0247  VERT ORDER  -  SECOND    CLASS 0
 PN0247
 PN0247.The horizontal coordinates were scaled from a topographic map and have
 PN0247.an estimated accuracy of +/- 6 seconds.
 PN0247
 PN0247.The orthometric height was determined by differential leveling
 PN0247.and adjusted by the National Geodetic Survey in June 1991..
 PN0247
 PN0247.The geoid height was determined by GEOID03.
 PN0247
 PN0247.The dynamic height is computed by dividing the NAVD 88
 PN0247.geopotential number by the normal gravity value computed on the
 PN0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0247.degrees latitude (g = 980.6199 gals.).
 PN0247
 PN0247.The modeled gravity was interpolated from observed gravity values.
 PN0247
 PN0247;                    North         East    Units  Estimated Accuracy
 PN0247;SPC WI C     -    53,300.      689,190.      MT  (+/- 180 meters Scaled)
 PN0247
 PN0247                          SUPERSEDED SURVEY CONTROL
 PN0247
 PN0247  NGVD 29 (??/??/92)  231.896  (m)          760.81   (f) ADJ UNCH    2 0
 PN0247
 PN0247.Superseded values are not recommended for survey control.
 PN0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0247.See file dsdata.txt to determine how the superseded data were derived.
 PN0247
 PN0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ498077(NAD 83)
 PN0247_MARKER: DB = BENCH MARK DISK
 PN0247_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PN0247_SP_SET: CONCRETE FOUNDATION
 PN0247_STAMPING: G-93 1934
 PN0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PN0247
 PN0247  HISTORY     - Date     Condition        Report By
 PN0247  HISTORY     - 1934     MONUMENTED       CGS
 PN0247  HISTORY     - 1943     GOOD             SOORR
 PN0247
 PN0247                          STATION DESCRIPTION
 PN0247
 PN0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0247'AT GILLS LANDING.
 PN0247'AT GILLS LANDING ALONG THE MINNEAPOLIS, ST PAUL AND SAULT STE
 PN0247'MARIE RAILROAD AT WEST END OF TRESTLE.  SET IN CENTER OF CONCRETE
 PN0247'FOUNDATION, 18 INCHES SQUARE AND 6 INCHES HIGH.  4 FEET NORTHEAST
 PN0247'OF BLOCK SIGNAL, 6 FEET SOUTH OF CENTERLINE OF TRACKS AND
 PN0247'LEVEL WITH TRACKS.
 PN0247
 PN0247                          STATION RECOVERY (1943)
 PN0247
 PN0247'RECOVERY NOTE BY SOO LINE RAILROAD 1943
 PN0247'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0134 ***********************************************************************
 OM0134  DESIGNATION -  G 94 RESET 1944
 OM0134  PID         -  OM0134
 OM0134  STATE/COUNTY-  WI/WINNEBAGO
 OM0134  USGS QUAD   -  PICKETT (1980)
 OM0134
 OM0134                         *CURRENT SURVEY CONTROL
 OM0134  ___________________________________________________________________
 OM0134* NAD 83(1986)-  43 54 40.     (N)    088 43 52.     (W)     SCALED    
 OM0134* NAVD 88     -       266.63   (+/-2cm)     874.8    (feet)  VERTCON   
 OM0134  ___________________________________________________________________
 OM0134  GEOID HEIGHT-         -36.09  (meters)                     GEOID03
 OM0134
 OM0134  VERT ORDER  -  THIRD (See Below)
 OM0134
 OM0134.The horizontal coordinates were scaled from a topographic map and have
 OM0134.an estimated accuracy of +/- 6 seconds.
 OM0134
 OM0134.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0134.The vertical order pertains to the NGVD 29 superseded value.
 OM0134
 OM0134.The geoid height was determined by GEOID03.
 OM0134
 OM0134;                    North         East    Units  Estimated Accuracy
 OM0134;SPC WI S     -   213,090.      701,920.      MT  (+/- 180 meters Scaled)
 OM0134
 OM0134                          SUPERSEDED SURVEY CONTROL
 OM0134
 OM0134  NGVD 29 (09/01/04)  266.65   (m)          874.8    (f) RESET       3  
 OM0134
 OM0134.Superseded values are not recommended for survey control.
 OM0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0134.See file dsdata.txt to determine how the superseded data were derived.
 OM0134
 OM0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP610634(NAD 83)
 OM0134_MARKER: DB = BENCH MARK DISK
 OM0134_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 OM0134+WITH SETTING: INTO GROUND
 OM0134_STAMPING: G 94 RESET 1944
 OM0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0134+STABILITY: SURFACE MOTION
 OM0134
 OM0134  HISTORY     - Date     Condition        Report By
 OM0134  HISTORY     - 1944     MONUMENTED       WIGS
 OM0134  HISTORY     - 20031217 MARK NOT FOUND   USPSQD
 OM0134
 OM0134                          STATION DESCRIPTION
 OM0134
 OM0134'DESCRIBED BY WISCONSIN GEODETIC SURVEY 1944
 OM0134'AT PICKETT.
 OM0134'AT PICKETT, ON THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 OM0134'RAILROAD, ABOUT 170 FEET NORTHEAST OF THE TICKET OFFICE AT THE
 OM0134'STATION, 22 FEET SOUTHEAST OF THE CENTERLINE OF THE MAIN TRACK,
 OM0134'AT THE PLATFORM-SCALE OFFICE, 6 FEET NORTHEAST OF THE WEST CORNER,
 OM0134'AND 1 FOOT NORTHWEST OF THE NORTHWEST WALL.  THE DISK IS SET IN
 OM0134'THE TOP OF A CONCRETE-FILLED 5-INCH GALVANIZED-IRON PIPE PROJECTING
 OM0134'6 INCHES ABOVE GROUND.
 OM0134
 OM0134                          STATION RECOVERY (2003)
 OM0134
 OM0134'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0516 ***********************************************************************
 OM0516  DESIGNATION -  G 96
 OM0516  PID         -  OM0516
 OM0516  STATE/COUNTY-  WI/ADAMS
 OM0516  USGS QUAD   -  DELLWOOD (1983)
 OM0516
 OM0516                         *CURRENT SURVEY CONTROL
 OM0516  ___________________________________________________________________
 OM0516* NAD 83(1986)-  43 59 03.     (N)    089 56 17.     (W)     SCALED    
 OM0516* NAVD 88     -       279.643  (meters)     917.46   (feet)  ADJUSTED  
 OM0516  ___________________________________________________________________
 OM0516  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 OM0516  DYNAMIC HT  -         279.584 (meters)     917.27  (feet)  COMP
 OM0516  MODELED GRAV-     980,401.2   (mgal)                       NAVD 88
 OM0516
 OM0516  VERT ORDER  -  SECOND    CLASS 0
 OM0516
 OM0516.The horizontal coordinates were scaled from a topographic map and have
 OM0516.an estimated accuracy of +/- 6 seconds.
 OM0516
 OM0516.The orthometric height was determined by differential leveling
 OM0516.and adjusted by the National Geodetic Survey in June 1991..
 OM0516
 OM0516.The geoid height was determined by GEOID03.
 OM0516
 OM0516.The dynamic height is computed by dividing the NAVD 88
 OM0516.geopotential number by the normal gravity value computed on the
 OM0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0516.degrees latitude (g = 980.6199 gals.).
 OM0516
 OM0516.The modeled gravity was interpolated from observed gravity values.
 OM0516
 OM0516;                    North         East    Units  Estimated Accuracy
 OM0516;SPC WI S     -   220,430.      604,970.      MT  (+/- 180 meters Scaled)
 OM0516
 OM0516                          SUPERSEDED SURVEY CONTROL
 OM0516
 OM0516  NGVD 29 (??/??/92)  279.657  (m)          917.51   (f) ADJ UNCH    2 0
 OM0516
 OM0516.Superseded values are not recommended for survey control.
 OM0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0516.See file dsdata.txt to determine how the superseded data were derived.
 OM0516
 OM0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP643743(NAD 83)
 OM0516_MARKER: DB = BENCH MARK DISK
 OM0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0516_STAMPING: G 96 1934
 OM0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0516+STABILITY: SURFACE MOTION
 OM0516
 OM0516  HISTORY     - Date     Condition        Report By
 OM0516  HISTORY     - 1934     MONUMENTED       CGS
 OM0516  HISTORY     - 1943     GOOD             NGS
 OM0516  HISTORY     - 1983     POOR             USGS
 OM0516  HISTORY     - 20001010 MARK NOT FOUND   WIDT
 OM0516
 OM0516                          STATION DESCRIPTION
 OM0516
 OM0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OM0516'AT DELLWOOD.
 OM0516'AT DELLWOOD, ADAMS COUNTY, ON THE CHICAGO AND NORTH WESTERN
 OM0516'RAILWAY, 129 FEET WEST OF THE CENTER OF THE BAY WINDOW AT THE
 OM0516'STATION, AT THE CROSSING OF THE COUNTY HIGHWAY Z, 41 FEET WEST
 OM0516'OF THE CENTERLINE OF THE HIGHWAY, 37.6 FEET SOUTH OF THE
 OM0516'CENTERLINE OF THE MAIN TRACK, AND 3 FEET EAST OF A POLE.  A
 OM0516'STANDARD DISK, STAMPED G 96 1934 AND SET IN THE TOP OF A CONCRETE
 OM0516'POST.
 OM0516
 OM0516                          STATION RECOVERY (1983)
 OM0516
 OM0516'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 OM0516'MARK RECOVERED IN POOR CONDITION.
 OM0516
 OM0516                          STATION RECOVERY (2000)
 OM0516
 OM0516'RECOVERY NOTE BY WI DEPT OF TRANSP 2000 (DJH)
 OM0516'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0420 ***********************************************************************
 PN0420  DESIGNATION -  G 97
 PN0420  PID         -  PN0420
 PN0420  STATE/COUNTY-  WI/WAUSHARA
 PN0420  USGS QUAD   -  WAUTOMA NE (1983)
 PN0420
 PN0420                         *CURRENT SURVEY CONTROL
 PN0420  ___________________________________________________________________
 PN0420* NAD 83(1986)-  44 08 01.     (N)    089 15 08.     (W)     SCALED    
 PN0420* NAVD 88     -       299.812  (meters)     983.63   (feet)  ADJUSTED  
 PN0420  ___________________________________________________________________
 PN0420  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PN0420  DYNAMIC HT  -         299.749 (meters)     983.43  (feet)  COMP
 PN0420  MODELED GRAV-     980,404.1   (mgal)                       NAVD 88
 PN0420
 PN0420  VERT ORDER  -  SECOND    CLASS 0
 PN0420
 PN0420.The horizontal coordinates were scaled from a topographic map and have
 PN0420.an estimated accuracy of +/- 6 seconds.
 PN0420
 PN0420.The orthometric height was determined by differential leveling
 PN0420.and adjusted by the National Geodetic Survey in June 1991..
 PN0420
 PN0420.The geoid height was determined by GEOID03.
 PN0420
 PN0420.The dynamic height is computed by dividing the NAVD 88
 PN0420.geopotential number by the normal gravity value computed on the
 PN0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0420.degrees latitude (g = 980.6199 gals.).
 PN0420
 PN0420.The modeled gravity was interpolated from observed gravity values.
 PN0420
 PN0420;                    North         East    Units  Estimated Accuracy
 PN0420;SPC WI S     -   237,300.      659,840.      MT  (+/- 180 meters Scaled)
 PN0420
 PN0420                          SUPERSEDED SURVEY CONTROL
 PN0420
 PN0420  NGVD 29 (??/??/92)  299.832  (m)          983.70   (f) ADJ UNCH    2 0
 PN0420
 PN0420.Superseded values are not recommended for survey control.
 PN0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0420.See file dsdata.txt to determine how the superseded data were derived.
 PN0420
 PN0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP198891(NAD 83)
 PN0420_MARKER: DB = BENCH MARK DISK
 PN0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0420_STAMPING: G-97 1934
 PN0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0420+STABILITY: SURFACE MOTION
 PN0420
 PN0420  HISTORY     - Date     Condition        Report By
 PN0420  HISTORY     - 1934     MONUMENTED       CGS
 PN0420  HISTORY     - 20040102 MARK NOT FOUND   USPSQD
 PN0420
 PN0420                          STATION DESCRIPTION
 PN0420
 PN0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0420'2.7 MI S FROM WILD ROSE.
 PN0420'2.7 MILES SOUTH OF DEPOT AT WILD ROSE ALONG THE CHICAGO AND
 PN0420'NORTHWESTERN RAILROAD AT ROAD CROSSING, 7 POLES SOUTH OF MILEPOLE
 PN0420'104.  SET IN POST, 36 FEET WEST OF CENTERLINE OF TRACKS, 27 FEET
 PN0420'NORTH OF CENTERLINE OF ROAD AND 7 FEET SOUTH OF POLE.  ALMOST
 PN0420'LEVEL WITH TRACKS.
 PN0420
 PN0420                          STATION RECOVERY (2004)
 PN0420
 PN0420'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0420'NOT FOUND.  SEARCHED FOR THE STATION 2.9 MILES SOUTH OF COUNTY ROAD A
 PN0420'ON HIGHWAY 22, THEN 0.5 MILE EAST ON BEECHNUT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0257 ***********************************************************************
 PN0257  DESIGNATION -  G 98 RESET 1973
 PN0257  PID         -  PN0257
 PN0257  STATE/COUNTY-  WI/WAUSHARA
 PN0257  USGS QUAD   -  AURORAVILLE (1961)
 PN0257
 PN0257                         *CURRENT SURVEY CONTROL
 PN0257  ___________________________________________________________________
 PN0257* NAD 83(1986)-  44 02 33.     (N)    088 59 00.     (W)     SCALED    
 PN0257* NAVD 88     -       244.09   (+/-2cm)     800.8    (feet)  VERTCON   
 PN0257  ___________________________________________________________________
 PN0257  GEOID HEIGHT-         -36.33  (meters)                     GEOID03
 PN0257
 PN0257  VERT ORDER  -  THIRD (See Below)
 PN0257
 PN0257.The horizontal coordinates were scaled from a topographic map and have
 PN0257.an estimated accuracy of +/- 6 seconds.
 PN0257
 PN0257.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN0257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN0257.The vertical order pertains to the NGVD 29 superseded value.
 PN0257
 PN0257.The geoid height was determined by GEOID03.
 PN0257
 PN0257;                    North         East    Units  Estimated Accuracy
 PN0257;SPC WI S     -   227,410.      681,480.      MT  (+/- 180 meters Scaled)
 PN0257
 PN0257                          SUPERSEDED SURVEY CONTROL
 PN0257
 PN0257  NGVD 29 (09/01/04)  244.11   (m)          800.9    (f) RESET       3  
 PN0257
 PN0257.Superseded values are not recommended for survey control.
 PN0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0257.See file dsdata.txt to determine how the superseded data were derived.
 PN0257
 PN0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP411785(NAD 83)
 PN0257_MARKER: DB = BENCH MARK DISK
 PN0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0257_STAMPING: G 98 RESET 1973
 PN0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0257+STABILITY: SURFACE MOTION
 PN0257
 PN0257  HISTORY     - Date     Condition        Report By
 PN0257  HISTORY     - 1973     MONUMENTED       WIHD
 PN0257  HISTORY     - 1975     GOOD             WIHD
 PN0257  HISTORY     - 20040102 MARK NOT FOUND   USPSQD
 PN0257
 PN0257                          STATION DESCRIPTION
 PN0257
 PN0257'DESCRIBED BY WI HIGHWAY DEPT 1975
 PN0257'1 MI S FROM AURORAHVILLE.
 PN0257'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 49 FROM AURORAHVILLE,
 PN0257'WAUSHARA COUNTY, AT THE JUNCTION WITH S.T.H. 21, 76 FEET EAST
 PN0257'OF THE CENTERLINE OF STATE HIGHWAY 49, 111.5 FEET SOUTH OF THE
 PN0257'CENTERLINE OF STATE HIGHWAY 21, 16.4 FEET NORTH OF A POWER POLE
 PN0257'AND 66.3 FEET NORTHWEST OF THE CORNER OF SERVICE STATION
 PN0257'BUILDING.  SET IN CONCRETE, POST FLUSH WITH GROUND.  A WITNESS
 PN0257'SIGN AND POST SET ON FOOT FROM MONUMENT.
 PN0257
 PN0257                          STATION RECOVERY (2004)
 PN0257
 PN0257'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1377 ***********************************************************************
 PN1377  DESIGNATION -  G 99 RESET
 PN1377  PID         -  PN1377
 PN1377  STATE/COUNTY-  WI/WAUSHARA
 PN1377  USGS QUAD   -  COLOMA (1968)
 PN1377
 PN1377                         *CURRENT SURVEY CONTROL
 PN1377  ___________________________________________________________________
 PN1377* NAD 83(1986)-  44 05 38.     (N)    089 32 19.     (W)     SCALED    
 PN1377* NAVD 88     -       346.82   (meters)    1137.9    (feet)  RESET     
 PN1377  ___________________________________________________________________
 PN1377  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 PN1377
 PN1377  VERT ORDER  -  THIRD
 PN1377
 PN1377.The horizontal coordinates were scaled from a topographic map and have
 PN1377.an estimated accuracy of +/- 6 seconds.
 PN1377
 PN1377.The orthometric height was computed from unverified reset data.
 PN1377.No vertical observational check was made to the station.
 PN1377
 PN1377.The geoid height was determined by GEOID03.
 PN1377
 PN1377;                    North         East    Units  Estimated Accuracy
 PN1377;SPC WI S     -   232,720.      636,950.      MT  (+/- 180 meters Scaled)
 PN1377
 PN1377                          SUPERSEDED SURVEY CONTROL
 PN1377
 PN1377  NGVD 29 (09/01/04)  346.83   (m)         1137.9    (f) RESET       3  
 PN1377
 PN1377.Superseded values are not recommended for survey control.
 PN1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1377.See file dsdata.txt to determine how the superseded data were derived.
 PN1377
 PN1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP967854(NAD 83)
 PN1377_MARKER: DV = VERTICAL CONTROL DISK
 PN1377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1377_SP_SET: CONCRETE POST
 PN1377_STAMPING: G 99 RESET 1981
 PN1377_MARK LOGO: NGS   
 PN1377_PROJECTION: FLUSH
 PN1377_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN1377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1377+STABILITY: SURFACE MOTION
 PN1377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN1377+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2003
 PN1377
 PN1377  HISTORY     - Date     Condition        Report By
 PN1377  HISTORY     - 1981     MONUMENTED       WIDT
 PN1377  HISTORY     - 20030619 GOOD             WIDT
 PN1377
 PN1377                          STATION DESCRIPTION
 PN1377
 PN1377'DESCRIBED BY WI DEPT OF TRANSP 1981
 PN1377'FROM US HIGHWAY 51 INTERSECTION WITH COUNTY HIGHWAY V EAST OF HANCOCK,
 PN1377'GO SOUTH ON US HIGHWAY 51 2.75 MILES (4.43 KM) TO THE STATION ON THE
 PN1377'RIGHT, 84 FEET (25.6 M) WEST OF US HIGHWAY 51 CENTERLINE, 3 FEET
 PN1377'(0.9 M) EAST OF METAL WITNESS POST, TOP OF US HIGHWAY 51 CUT
 PN1377'BACKSLOPE.
 PN1377
 PN1377                          STATION RECOVERY (2003)
 PN1377
 PN1377'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 PN1377'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 PN1377'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 39 AND US HIGHWAY 51
 PN1377'WITH COUNTY HIGHWAY V (EXIT 131) JUST WEST OF THE VILLAGE OF HANCOCK,
 PN1377'GO SOUTH ON INTERSTATE HIGHWAY 39 AND US HIGHWAY 51 FOR 2.8 MI (4.51
 PN1377'KM) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE NATIONAL
 PN1377'GEODETIC SURVEY VERTICAL CONTROL DISK SET IN THE TOP OF A 36-CM
 PN1377'DIAMETER CONCRETE POST ABOUT 1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT.
 PN1377'THE STATION IS 19.5 M (64.0 FT) WEST OF THE EDGE OF PAVED SHOULDER,
 PN1377'35.8 M (117.5 FT) NORTHWEST OF WESTERN 1 OF 4 WOOD POSTS FOR A --WEIGH
 PN1377'STATION-- SIGN, AND 0.9 M (3.0 FT) EAST OF A STEEL WITNESS POST.
 PN1377'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 PN1377'THAN 25 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0631 ***********************************************************************
 PO0631  DESIGNATION -  GAEDE
 PO0631  PID         -  PO0631
 PO0631  STATE/COUNTY-  WI/EAU CLAIRE
 PO0631  USGS QUAD   -  AUGUSTA EAST (1984)
 PO0631
 PO0631                         *CURRENT SURVEY CONTROL
 PO0631  ___________________________________________________________________
 PO0631* NAD 83(1991)-  44 39 29.20544(N)    091 01 58.40137(W)     ADJUSTED  
 PO0631* NAVD 88     -       320.0    (meters)    1050.     (feet)  VERTCON   
 PO0631  ___________________________________________________________________
 PO0631  LAPLACE CORR-          -5.63  (seconds)                    DEFLEC99
 PO0631  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 PO0631
 PO0631  HORZ ORDER  -  SECOND
 PO0631
 PO0631.The horizontal coordinates were established by classical geodetic methods
 PO0631.and adjusted by the National Geodetic Survey in November 1991..
 PO0631
 PO0631.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0631
 PO0631.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0631
 PO0631.The geoid height was determined by GEOID03.
 PO0631
 PO0631;                    North         East     Units Scale Factor Converg.
 PO0631;SPC WI C     -    92,168.870   518,083.563   MT  0.99994791   -0 43 43.6
 PO0631;SPC WI C     -   302,390.70  1,699,745.82   sFT  0.99994791   -0 43 43.6
 PO0631;UTM  15      - 4,946,854.312   655,958.061   MT  0.99989911   +1 22 58.5
 PO0631
 PO0631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0631!SPC WI C     -   0.99995483  x   0.99994791  =   0.99990275
 PO0631!UTM  15      -   0.99995483  x   0.99989911  =   0.99985395
 PO0631
 PO0631:                Primary Azimuth Mark                     Grid Az
 PO0631:SPC WI C     -  FAIRCHILD TV STA WEAU MAST               084 23 15.4
 PO0631:UTM  15      -  FAIRCHILD TV STA WEAU MAST               082 16 33.3
 PO0631
 PO0631|---------------------------------------------------------------------|
 PO0631| PID    Reference Object                     Distance      Geod. Az  |
 PO0631|                                                           dddmmss.s |
 PO0631| PO0625 FAIRCHILD TV STA WEAU MAST          APPROX. 5.7 KM 0833931.8 |
 PO0631| CJ4989 GAEDE RM 1                           19.082 METERS 17752     |
 PO0631| CJ4990 GAEDE RM 2                           31.760 METERS 27410     |
 PO0631|---------------------------------------------------------------------|
 PO0631
 PO0631                          SUPERSEDED SURVEY CONTROL
 PO0631
 PO0631  NAD 83(1986)-  44 39 29.20231(N)    091 01 58.41393(W) AD(       ) 2
 PO0631  NAD 27      -  44 39 29.33950(N)    091 01 57.87315(W) AD(       ) 2
 PO0631  NGVD 29 (07/19/86)  320.0    (m)         1050.     (f) VERT ANG       
 PO0631
 PO0631.Superseded values are not recommended for survey control.
 PO0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0631.See file dsdata.txt to determine how the superseded data were derived.
 PO0631
 PO0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK5595846854(NAD 83)
 PO0631_MARKER: DD = SURVEY DISK
 PO0631_SETTING: 0 = UNSPECIFIED SETTING
 PO0631
 PO0631  HISTORY     - Date     Condition        Report By
 PO0631  HISTORY     - 1967     MONUMENTED       USGS
 PO0631
 PO0631                          STATION DESCRIPTION
 PO0631
 PO0631'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JFS)
 PO0631'STATION IS LOCATED ABOUT 4.8 MI E.-SE. OF AUGUSTA, ON HIGHEST
 PO0631'POINT OF A LOW CLEARED HILL ON LAND OWNED BY MR. DONALD GAEDE,
 PO0631'ABOUT 0.15 MI N. OF HIS RESIDENCE, AT NE. COR. OF HIS GARDEN,
 PO0631'0.2 MI N. OF U.S. HWY. 12 AND 0.2 MI N. OF QUARTER COR. BETWEEN
 PO0631'SECS. 7 AND 18, T. 25 N., R. 5 W.
 PO0631'
 PO0631'TO REACH THE STATION FROM THE AUGUSTA POST OFFICE, GO NE. 1
 PO0631'BLOCK TO U.S. HWY. 12, TURN RIGHT AND GO 4.8 MI E.-SE. ON
 PO0631'U.S. HWY. 12 TO A N.-S. GRAVEL RD. CROSSING, TURN LEFT ON GRAVEL
 PO0631'RD. AND GO 0.2 MI N. TO AN E.-W. FENCE AND STATION ON THE RIGHT.
 PO0631'
 PO0631'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED GAEDE
 PO0631'1967 CRIMPED ON 10 FT LENGTHS OF COPPER WELD ROD DRIVEN FLUSH WITH
 PO0631'GROUND AND SET IN 6 IN. DIAMETER BRICK TILE FILLED WITH GRAVEL.  NO
 PO0631'AZIMUTH MARK WAS SET.
 PO0631'
 PO0631'STATION MARK IS 144 FT E. OF CENTER OF A N.-S. GRAVEL RD., 5.6
 PO0631'FT S.-SW. OF A T-FENCE COR., 4.7 FT S. OF E.-W. FENCE, 2.8 FT
 PO0631'W. OF N.-S. FENCE AND 1 FT S. OF A METAL WITNESS POST.
 PO0631'
 PO0631'REFERENCE MARK NO. 1 IS 19.082 M. (62.60 FT) S. OF STATION, 67
 PO0631'FT S. OF T-FENCE COR. AND 1 FT W. OF N.-S. FENCE.
 PO0631'
 PO0631'REFERENCE MARK NO. 2 IS 31.760 M. (104.20 FT) W. OF STATION, 40
 PO0631'FT E. OF CENTER OF N.-S. GRAVEL RD., 10 FT E. OF A T-FENCE COR.,
 PO0631'9 FT S.-SE. OF A LARGE POWER POLE AND 1 FT S. OF AN E.-W. FENCE.
 PO0631'
 PO0631'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0430 ***********************************************************************
 NH0430  DESIGNATION -  GAGE STATION
 NH0430  PID         -  NH0430
 NH0430  STATE/COUNTY-  WI/GREEN
 NH0430  USGS QUAD   -  BRODHEAD WEST (1982)
 NH0430
 NH0430                         *CURRENT SURVEY CONTROL
 NH0430  ___________________________________________________________________
 NH0430* NAD 83(1986)-  42 36 42.     (N)    089 23 53.     (W)     SCALED    
 NH0430* NAVD 88     -       238.004  (meters)     780.85   (feet)  ADJUSTED  
 NH0430  ___________________________________________________________________
 NH0430  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 NH0430  DYNAMIC HT  -         237.929 (meters)     780.61  (feet)  COMP
 NH0430  MODELED GRAV-     980,302.3   (mgal)                       NAVD 88
 NH0430
 NH0430  VERT ORDER  -  SECOND    CLASS 0
 NH0430
 NH0430.The horizontal coordinates were scaled from a topographic map and have
 NH0430.an estimated accuracy of +/- 6 seconds.
 NH0430
 NH0430.The orthometric height was determined by differential leveling
 NH0430.and adjusted by the National Geodetic Survey in June 1991..
 NH0430
 NH0430.The geoid height was determined by GEOID03.
 NH0430
 NH0430.The dynamic height is computed by dividing the NAVD 88
 NH0430.geopotential number by the normal gravity value computed on the
 NH0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0430.degrees latitude (g = 980.6199 gals.).
 NH0430
 NH0430.The modeled gravity was interpolated from observed gravity values.
 NH0430
 NH0430;                    North         East    Units  Estimated Accuracy
 NH0430;SPC WI S     -    68,130.      649,390.      MT  (+/- 180 meters Scaled)
 NH0430
 NH0430                          SUPERSEDED SURVEY CONTROL
 NH0430
 NH0430  NGVD 29 (??/??/92)  238.080  (m)          781.10   (f) ADJ UNCH    2 0
 NH0430
 NH0430.Superseded values are not recommended for survey control.
 NH0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0430.See file dsdata.txt to determine how the superseded data were derived.
 NH0430
 NH0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN033204(NAD 83)
 NH0430_MARKER: Q = CHISELED SQUARE
 NH0430_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0430_SP_SET: PIER
 NH0430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0430
 NH0430  HISTORY     - Date     Condition        Report By
 NH0430  HISTORY     - UNK      MONUMENTED       USGS
 NH0430  HISTORY     - 1934     GOOD             NGS
 NH0430  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH0430  HISTORY     - 20040416 MARK NOT FOUND   USPSQD
 NH0430
 NH0430                          STATION DESCRIPTION
 NH0430
 NH0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NH0430'1.2 MI W FROM BRODHEAD.
 NH0430'1.2 MILES W. OF DEPOT.  ALONG THE CHICAGO, MILWAUKEE, ST PAUL
 NH0430'AND PACIFIC RAILROAD TO SUGAR RIVER, THENCE 1000 FEET SOUTH
 NH0430'ALONG THE RIVER TO HIGHWAY BRIDGE.  CHISELED SQUARE IN STEEL
 NH0430'PLATE ON TOP OF NORTH CYLINDRICAL STEEL PIER AT THE EAST END
 NH0430'OF THE BRIDGE.  CHISELED SQUARE IN STEEL PLATE.
 NH0430
 NH0430                          STATION RECOVERY (2001)
 NH0430
 NH0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0430'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH0430
 NH0430                          STATION RECOVERY (2004)
 NH0430
 NH0430'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 NH0430'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0206 ***********************************************************************
 QM0206  DESIGNATION -  GAGEN
 QM0206  PID         -  QM0206
 QM0206  STATE/COUNTY-  WI/ONEIDA
 QM0206  USGS QUAD   -  STARKS (1982)
 QM0206
 QM0206                         *CURRENT SURVEY CONTROL
 QM0206  ___________________________________________________________________
 QM0206* NAD 83(1991)-  45 40 02.66426(N)    089 08 11.45563(W)     ADJUSTED  
 QM0206* NAVD 88     -       501.556  (meters)    1645.52   (feet)  ADJUSTED  
 QM0206  ___________________________________________________________________
 QM0206  LAPLACE CORR-          -4.26  (seconds)                    DEFLEC99
 QM0206  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 QM0206  DYNAMIC HT  -         501.524 (meters)    1645.42  (feet)  COMP
 QM0206  MODELED GRAV-     980,535.8   (mgal)                       NAVD 88
 QM0206
 QM0206  HORZ ORDER  -  FIRST
 QM0206  VERT ORDER  -  FIRST     CLASS II
 QM0206
 QM0206.The horizontal coordinates were established by classical geodetic methods
 QM0206.and adjusted by the National Geodetic Survey in November 1991..
 QM0206
 QM0206.The orthometric height was determined by differential leveling
 QM0206.and adjusted by the National Geodetic Survey in June 1991..
 QM0206.WARNING-Repeat measurements at this control monument indicate possible
 QM0206.vertical movement.
 QM0206
 QM0206.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0206
 QM0206.The geoid height was determined by GEOID03.
 QM0206
 QM0206.The dynamic height is computed by dividing the NAVD 88
 QM0206.geopotential number by the normal gravity value computed on the
 QM0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0206.degrees latitude (g = 980.6199 gals.).
 QM0206
 QM0206.The modeled gravity was interpolated from observed gravity values.
 QM0206
 QM0206;                    North         East     Units Scale Factor Converg.
 QM0206;SPC WI N     -    56,019.840   667,285.540   MT  0.99998324   +0 37 22.4
 QM0206;SPC WI N     -   183,791.76  2,189,252.64   sFT  0.99998324   +0 37 22.4
 QM0206;UTM  16      - 5,059,315.175   333,577.098   MT  0.99994052   -1 31 42.9
 QM0206
 QM0206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0206!SPC WI N     -   0.99992648  x   0.99998324  =   0.99990972
 QM0206!UTM  16      -   0.99992648  x   0.99994052  =   0.99986700
 QM0206
 QM0206:                Primary Azimuth Mark                     Grid Az
 QM0206:SPC WI N     -  CHINK                                    102 13 05.3
 QM0206:UTM  16      -  CHINK                                    104 22 10.6
 QM0206
 QM0206|---------------------------------------------------------------------|
 QM0206| PID    Reference Object                     Distance      Geod. Az  |
 QM0206|                                                           dddmmss.s |
 QM0206| QM0207 CHINK                               APPROX. 1.3 KM 1025027.7 |
 QM0206| QM0228 PT STA 64                            72.488 METERS 20549     |
 QM0206| QM0205 FROG                                264.781 METERS 28250     |
 QM0206|---------------------------------------------------------------------|
 QM0206
 QM0206                          SUPERSEDED SURVEY CONTROL
 QM0206
 QM0206  NAD 83(1986)-  45 40 02.66085(N)    089 08 11.45511(W) AD(       ) 1
 QM0206  NAD 27      -  45 40 02.81400(N)    089 08 11.01800(W) AD(       ) 1
 QM0206  NGVD 29 (??/??/92)  501.536  (m)         1645.46   (f) ADJ UNCH    1 2
 QM0206
 QM0206.Superseded values are not recommended for survey control.
 QM0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0206.See file dsdata.txt to determine how the superseded data were derived.
 QM0206
 QM0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR3357759315(NAD 83)
 QM0206_MARKER: DS = TRIANGULATION STATION DISK
 QM0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0206
 QM0206  HISTORY     - Date     Condition        Report By
 QM0206  HISTORY     - 1921     MONUMENTED       CGS
 QM0206  HISTORY     - 1922     GOOD             NGS
 QM0206  HISTORY     - 1934     GOOD             NGS
 QM0206  HISTORY     - 1940     GOOD             CGS
 QM0206  HISTORY     - 1952     POOR             CGS
 QM0206  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0206  HISTORY     - 19880819 MARK NOT FOUND   USPSQD
 QM0206
 QM0206                          STATION DESCRIPTION
 QM0206
 QM0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0206'ABOUT 25 METERS EAST OF THE STATION PLATFORM OF THE MINNEAPOLIS
 QM0206'SAINT PAUL AND SAULT STE. MARIE RAILWAY, 2.77 METERS (9.09
 QM0206'FEET) SOUTH OF THE ABOVE RAILROAD, AND 3.76 METERS (12.34 FEET)
 QM0206'WEST OF THE CHICAGO AND NORTH WESTERN RAILWAY.
 QM0206'
 QM0206'THE REFERENCE MARK IS ON THE NORTH SIDE OF THE FIRST NAMED
 QM0206'RAILROAD.  REFERENCE MARK USED AS UNDERGROUND MARK.
 QM0206'
 QM0206'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 QM0206'DISKS SET IN CONCRETE.
 QM0206
 QM0206                          STATION RECOVERY (1922)
 QM0206
 QM0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 QM0206'AT GAGEN.
 QM0206'ABOUT 25 METERS EAST OF THE STATION PLATFORM OF THE M. ST. P.
 QM0206'AND S. S. M. RY. AT GAGEN, 2.77 M (9.09 FT.) SOUTH OF THE
 QM0206'SOUTH RAIL OF THE ABOVE RAILROAD, AND 3.76 M (12.34 FT.) WEST
 QM0206'OF THE WEST RAIL OF THE C. AND N. W. R. R., AT THE RAILROAD
 QM0206'CROSSING OF GAGEN.
 QM0206
 QM0206                          STATION RECOVERY (1934)
 QM0206
 QM0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QM0206'RECOVERED IN GOOD CONDITION.
 QM0206
 QM0206                          STATION RECOVERY (1940)
 QM0206
 QM0206'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 QM0206'STATION RECOVERED AS DESCRIBED WITH FOLLOWING EXCEPTIONS--THE
 QM0206'REFERENCE MARK HAS BEEN DESTROYED.  DISTANCE BETWEEN STATION
 QM0206'AND MINNEAPOLIS SAINT PAUL AND SAULT STE. MARIE RAILWAY TRACKS
 QM0206'WAS MEASURED AND CHECKED AS 2.88 METERS INSTEAD OF ORIGINAL
 QM0206'2.77 METERS.
 QM0206
 QM0206                          STATION RECOVERY (1952)
 QM0206
 QM0206'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QM0206'STATION MARK WAS RECOVERED AND FOUND TO BE IN A TILTED POSITION,
 QM0206'THE MARK IS 9.6 FEET SOUTH OF THE SOUTH RAIL OF THE MINNEAPOLIS,
 QM0206'ST. PAUL AND STE. MARIE RAILWAY, 12.4 FEET WEST OF THE WEST
 QM0206'RAIL OF THE WEST RAIL OF THE CHICAGO AND NORTHWESTERN RAILWAY,
 QM0206'7.1 FEET NORTHEAST OF THE NORTHEAST CORNER OF OLD BOX CAR USED
 QM0206'FOR THE RAILWAY STATION AT GAGEN.
 QM0206'
 QM0206'THIS MARK WAS USED FOR THE AZIMUTH MARK FOR TRIANGULATION
 QM0206'STATION CHINK IN 1940.
 QM0206'
 QM0206'THE REFERENCE MARK WAS NOT LOCATED.
 QM0206
 QM0206                          STATION RECOVERY (1985)
 QM0206
 QM0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0206'MARK NOT FOUND.
 QM0206
 QM0206                          STATION RECOVERY (1988)
 QM0206
 QM0206'RECOVERY NOTE BY US POWER SQUADRON 1988 (JTS)
 QM0206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL1607 ***********************************************************************
 RL1607  DESIGNATION -  GAIL
 RL1607  PID         -  RL1607
 RL1607  STATE/COUNTY-  WI/VILAS
 RL1607  USGS QUAD   -  PHELPS (1981)
 RL1607
 RL1607                         *CURRENT SURVEY CONTROL
 RL1607  ___________________________________________________________________
 RL1607* NAD 83(1991)-  46 02 10.72830(N)    089 00 27.45779(W)     ADJUSTED  
 RL1607* NAVD 88     -       582.     (meters)    1909.     (feet)  SCALED    
 RL1607  ___________________________________________________________________
 RL1607  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 RL1607  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 RL1607
 RL1607  HORZ ORDER  -  FIRST
 RL1607
 RL1607.The horizontal coordinates were established by classical geodetic methods
 RL1607.and adjusted by the National Geodetic Survey in February 1997..
 RL1607
 RL1607.The orthometric height was scaled from a topographic map.
 RL1607
 RL1607.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1607
 RL1607.The geoid height was determined by GEOID03.
 RL1607
 RL1607;                    North         East     Units Scale Factor Converg.
 RL1607;SPC WI N     -    97,135.820   676,816.174   MT  0.99994797   +0 42 57.1
 RL1607;SPC WI N     -   318,686.44  2,220,521.06   sFT  0.99994797   +0 42 57.1
 RL1607;SPC MI N     -   141,229.026 7,844,614.597   MT  0.99991223   -1 27 03.9
 RL1607;SPC MI N     -   463,349.82 25,736,924.53   iFT  0.99991223   -1 27 03.9
 RL1607;UTM  16      - 5,100,041.632   344,647.617   MT  0.99989670   -1 26 43.2
 RL1607
 RL1607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1607!SPC WI N     -   0.99991374  x   0.99994797  =   0.99986171
 RL1607!SPC MI N     -   0.99991374  x   0.99991223  =   0.99982597
 RL1607!UTM  16      -   0.99991374  x   0.99989670  =   0.99981044
 RL1607
 RL1607:                Primary Azimuth Mark                     Grid Az
 RL1607:SPC WI N     -  BRULE                                    078 55 47.5
 RL1607:SPC MI N     -  BRULE                                    081 05 48.5
 RL1607:UTM  16      -  BRULE                                    081 05 27.8
 RL1607
 RL1607|---------------------------------------------------------------------|
 RL1607| PID    Reference Object                     Distance      Geod. Az  |
 RL1607|                                                           dddmmss.s |
 RL1607| RL1574 BRULE                               APPROX.12.2 KM 0793844.6 |
 RL1607| CJ2536 GAIL RM 1                            19.420 METERS 08136     |
 RL1607| CJ2537 GAIL RM 2                            23.326 METERS 16141     |
 RL1607|---------------------------------------------------------------------|
 RL1607
 RL1607                          SUPERSEDED SURVEY CONTROL
 RL1607
 RL1607  NAD 83(1991)-  46 02 10.72836(N)    089 00 27.45781(W) AD(       ) 1
 RL1607  NAD 83(1986)-  46 02 10.72435(N)    089 00 27.45221(W) AD(       ) 1
 RL1607  NAD 27      -  46 02 10.88300(N)    089 00 26.98100(W) AD(       ) 1
 RL1607
 RL1607.Superseded values are not recommended for survey control.
 RL1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1607.See file dsdata.txt to determine how the superseded data were derived.
 RL1607
 RL1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS4464800042(NAD 83)
 RL1607_MARKER: DS = TRIANGULATION STATION DISK
 RL1607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1607
 RL1607  HISTORY     - Date     Condition        Report By
 RL1607  HISTORY     - 1954     MONUMENTED       CGS
 RL1607  HISTORY     - 20020618 MARK NOT FOUND   USPSQD
 RL1607
 RL1607                          STATION DESCRIPTION
 RL1607
 RL1607'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 RL1607'STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF PHELPS AND
 RL1607'1 MILE SOUTH OF THE SOUTH END OF SAND LAKE ON AN OVAL SHAPED
 RL1607'TIMBERED HILL AND THE HIGHEST POINT IN THE VICINITY.  STATION
 RL1607'IS 41 FEET WEST OF THE APPROXIMATE CENTER OF BULLDOZED ROAD
 RL1607'AND 7 FEET EAST OF WITNESS POST.  THE MARK PROJECTS ABOUT
 RL1607'4 INCHES AND THE DISK IS STAMPED GAIL 1954.
 RL1607'
 RL1607'REFERENCE MARK NO. 1 IS 17 FEET EAST OF THE APPROXIMATE
 RL1607'CENTER OF ROAD.  THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK
 RL1607'IS STAMPED GAIL NO 1 1954.
 RL1607'
 RL1607'REFERENCE MARK NO. 2 IS 19 FEET EAST OF THE APPROXIMATE
 RL1607'CENTER OF ROAD.  THE MARK PROJECTS ABOUT 5 INCHES AND THE
 RL1607'DISK IS STAMPED GAIL NO 2 1954.
 RL1607'
 RL1607'TO REACH FROM THE POST OFFICE IN PHELPS GO NORTH AND THEN
 RL1607'EAST ON STATE HIGHWAY 17 FOR 1.9 MILES TO THE JUNCTION OF COUNTY
 RL1607'ROUTE A.  TURN RIGHT AND GO SOUTHERLY ON COUNTY ROUTE A
 RL1607'FOR 2.8 MILES TO POINT WHERE COUNTY ROUTE A TURNS LEFT.
 RL1607'TURN LEFT AND GO EAST FOR 1.8 MILES TO POINT WHERE COUNTY
 RL1607'ROUTE A TURNS RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.45 MILE
 RL1607'TO BULLDOZED WOODS ROAD RIGHT.  TURN RIGHT ON WOODS ROAD AND
 RL1607'GO SOUTHERLY FOR 0.1 MILE TO TOP OF HILL AND STATION ON RIGHT
 RL1607'AS DESCRIBED.
 RL1607'
 RL1607'NO LOCATION AVAILABLE FOR A V.G. AZIMUTH MARK.
 RL1607'
 RL1607'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 RL1607
 RL1607                          STATION RECOVERY (2002)
 RL1607
 RL1607'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL1607'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0684 ***********************************************************************
 PO0684  DESIGNATION -  GALE
 PO0684  PID         -  PO0684
 PO0684  STATE/COUNTY-  WI/TREMPEALEAU
 PO0684  USGS QUAD   -  STEVENSTOWN (1974)
 PO0684
 PO0684                         *CURRENT SURVEY CONTROL
 PO0684  ___________________________________________________________________
 PO0684* NAD 83(1991)-  44 06 54.70784(N)    091 14 47.77065(W)     ADJUSTED  
 PO0684* NAVD 88     -       392.5    (meters)    1288.     (feet)  VERTCON   
 PO0684  ___________________________________________________________________
 PO0684  LAPLACE CORR-          -8.18  (seconds)                    DEFLEC99
 PO0684  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 PO0684
 PO0684  HORZ ORDER  -  SECOND
 PO0684
 PO0684.The horizontal coordinates were established by classical geodetic methods
 PO0684.and adjusted by the National Geodetic Survey in March 1999..
 PO0684
 PO0684.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0684
 PO0684.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0684
 PO0684.The geoid height was determined by GEOID03.
 PO0684
 PO0684;                    North         East     Units Scale Factor Converg.
 PO0684;SPC WI C     -    32,086.321   500,209.484   MT  1.00002821   -0 52 46.5
 PO0684;SPC WI C     -   105,269.87  1,641,103.95   sFT  1.00002821   -0 52 46.5
 PO0684;SPC WI S     -   235,732.861   500,211.077   MT  1.00001022   -0 51 23.6
 PO0684;SPC WI S     -   773,400.23  1,641,109.18   sFT  1.00001022   -0 51 23.6
 PO0684;UTM  15      - 4,886,162.275   640,305.483   MT  0.99984211   +1 13 14.7
 PO0684
 PO0684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0684!SPC WI C     -   0.99994342  x   1.00002821  =   0.99997163
 PO0684!SPC WI S     -   0.99994342  x   1.00001022  =   0.99995364
 PO0684!UTM  15      -   0.99994342  x   0.99984211  =   0.99978554
 PO0684
 PO0684|---------------------------------------------------------------------|
 PO0684| PID    Reference Object                     Distance      Geod. Az  |
 PO0684|                                                           dddmmss.s |
 PO0684| CJ4991 GALE RM 1                            31.809 METERS 05112     |
 PO0684| CJ4992 GALE RM 2                            24.530 METERS 27315     |
 PO0684|---------------------------------------------------------------------|
 PO0684
 PO0684                          SUPERSEDED SURVEY CONTROL
 PO0684
 PO0684  NAD 83(1991)-  44 06 54.70729(N)    091 14 47.77226(W) AD(       ) 2
 PO0684  NAD 83(1986)-  44 06 54.70131(N)    091 14 47.77866(W) AD(       ) 2
 PO0684  NAD 27      -  44 06 54.85190(N)    091 14 47.22760(W) AD(       ) 2
 PO0684  NGVD 29 (07/19/86)  392.5    (m)         1288.     (f) VERT ANG       
 PO0684
 PO0684.Superseded values are not recommended for survey control.
 PO0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0684.See file dsdata.txt to determine how the superseded data were derived.
 PO0684
 PO0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ4030586162(NAD 83)
 PO0684_MARKER: DD = SURVEY DISK
 PO0684_SETTING: 0 = UNSPECIFIED SETTING
 PO0684
 PO0684  HISTORY     - Date     Condition        Report By
 PO0684  HISTORY     - 1967     MONUMENTED       USGS
 PO0684
 PO0684                          STATION DESCRIPTION
 PO0684
 PO0684'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JFS)
 PO0684'STATION IS LOCATED ABOUT 4.0 MI S. AND 1.0 MI E. OF ETTRICK, IN
 PO0684'SW. QUARTER SEC. 17, T. 19 N., R. 7 W., ON TOP OF HIGH RIDGE, ON
 PO0684'TOP OF SPOIL BANK AT N. SIDE OF A ROCK QUARRY, ON HIGHEST GROUND
 PO0684'IN THE VICINITY AND ON LAND OWNED BY MR. HARKAN SOLBERT.
 PO0684'
 PO0684'TO REACH THE STATION FROM THE POST OFFICE AT ETTRICK, GO ONE-HALF
 PO0684'BLOCK E. ON COUNTY HWY. D, TURN RIGHT AND CONTINUE S. AND E. FOR
 PO0684'1.5 MI TO JCT. OF COUNTY HWY. DD, TURN RIGHT ON CO. HWY. DD AND
 PO0684'GO S. FOR 3.7 MI TO JCT. OF GRAVELED RD. ON THE RIGHT (FIRST RD.
 PO0684'JCT. S. OF SUMMIT OF CO. HWY. DD ON RIDGE) TURN RIGHT ON GRAVELED
 PO0684'RD. AND GO W.-SW. FOR 0.45 MI TO A T-JCT. OF GRAVELED RDS., TURN
 PO0684'RIGHT ON GRAVELED RD. AND GO NW. FOR 0.55 MI TO JCT. OF A
 PO0684'PRIVATE BLADED RD. AND IRON GATE ON THE RIGHT, TURN RIGHT ON
 PO0684'BLADED RD.  AND GO N. AND NW. UP TO HIGHEST POINT AT N. SIDE OF
 PO0684'QUARRY (0.45 MI) AND STATION.
 PO0684'
 PO0684'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED GALE
 PO0684'1967 CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD, DRIVEN FLUSH
 PO0684'WITH THE GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.
 PO0684'
 PO0684'STATION MARK IS 97 FT E. OF A 20 IN. OAK TREE WITH TRIANGULAR
 PO0684'BLAZE ON S. SIDE, 54 FT SW. OF ANOTHER OAK TREE AND 1 FT W. OF A
 PO0684'METAL WITNESS POST.
 PO0684'
 PO0684'REFERENCE MARK NO. 1 IS 31.809 M. (104.35 FT) NE. OF STATION, ON
 PO0684'TOP OF SPOIL BANK, 51 FT E.-NE. OF A 20 IN. OAK TREE AND 1 FT
 PO0684'SW. OF A METAL WITNESS POST.
 PO0684'
 PO0684'REFERENCE MARK NO. 2 IS 24.530 M. (80.48 FT) W. OF STATION, ON
 PO0684'TOP OF SPOIL BANK, 17.6 FT E.-SE. OF A 20 IN. OAK TREE WITH
 PO0684'TRIANGULAR BLAZE ON S. SIDE AND 1 FT E. OF A METAL WITNESS POST.
 PO0684'
 PO0684'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0548 ***********************************************************************
 PM0548  DESIGNATION -  GALES USLS 1873
 PM0548  PID         -  PM0548
 PM0548  STATE/COUNTY-  WI/OCONTO
 PM0548  USGS QUAD   -  OCONTO SE (1974)
 PM0548
 PM0548                         *CURRENT SURVEY CONTROL
 PM0548  ___________________________________________________________________
 PM0548* NAD 83(1991)-  44 51 14.36478(N)    087 51 26.62801(W)     ADJUSTED  
 PM0548* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 PM0548  ___________________________________________________________________
 PM0548  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 PM0548  GEOID HEIGHT-         -36.48  (meters)                     GEOID03
 PM0548
 PM0548  HORZ ORDER  -  FIRST
 PM0548
 PM0548.The horizontal coordinates were established by classical geodetic methods
 PM0548.and adjusted by the National Geodetic Survey in November 1991..
 PM0548
 PM0548.The orthometric height was scaled from a topographic map.
 PM0548
 PM0548.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0548
 PM0548.The geoid height was determined by GEOID03.
 PM0548
 PM0548;                    North         East     Units Scale Factor Converg.
 PM0548;SPC WI C     -   115,648.079   769,336.325   MT  0.99994078   +1 30 42.4
 PM0548;SPC WI C     -   379,422.07  2,524,064.26   sFT  0.99994078   +1 30 42.4
 PM0548;UTM  16      - 4,967,088.303   432,252.602   MT  0.99965644   -0 36 17.1
 PM0548
 PM0548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0548!SPC WI C     -   0.99997781  x   0.99994078  =   0.99991859
 PM0548!UTM  16      -   0.99997781  x   0.99965644  =   0.99963426
 PM0548
 PM0548                          SUPERSEDED SURVEY CONTROL
 PM0548
 PM0548  NAD 83(1986)-  44 51 14.35505(N)    087 51 26.61876(W) AD(       ) 1
 PM0548  NAD 27      -  44 51 14.38800(N)    087 51 26.24100(W) AD(       ) 1
 PM0548
 PM0548.Superseded values are not recommended for survey control.
 PM0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0548.See file dsdata.txt to determine how the superseded data were derived.
 PM0548
 PM0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ3225367088(NAD 83)
 PM0548_MARKER: Z = SEE DESCRIPTION
 PM0548_SETTING: 0 = UNSPECIFIED SETTING
 PM0548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PM0548
 PM0548  HISTORY     - Date     Condition        Report By
 PM0548  HISTORY     - 1873     MONUMENTED       USLS
 PM0548
 PM0548                          STATION DESCRIPTION
 PM0548
 PM0548'DESCRIBED BY US LAKE SURVEY 1873
 PM0548'THIS STATION IS SITUATED ON THE WEST SHORE OF GREEN BAY, ABOUT 2
 PM0548'MILES SOUTH OF OCONTO, WISCONSIN, AND ABOUT 50 FEET BACK FROM THE
 PM0548'BEACH.  THE HEIGHT OF STATION USED WAS 50 FEET.  THE GEODETIC
 PM0548'POINT IS MARKED BY A STONE OF THE USUAL FORM, SET SO THAT ITS UPPER
 PM0548'END IS ABOUT 3 FEET BELOW THE GROUND SURFACE.  DIRECTLY ABOVE IS
 PM0548'SET ANOTHER STONE, RISING ABOUT EVEN WITH THE SURFACE OF THE
 PM0548'GROUND.  A REFERENCE STONE BEARS NORTH 49 DEG 29 MIN WEST AND IS 60
 PM0548'FEET 1-1/2 INCHES DISTANT.  A SECOND REFERENCE STONE BEARS NORTH 8
 PM0548'DEG 59 MIN WEST, AND IS 80 FEET 3-1/2 INCHES DISTANT.  AND A THIRD
 PM0548'REFERENCE STONE BEARS SOUTH 38 DEG 31 MIN WEST, AND IS 62 FEET 7
 PM0548'INCHES DISTANT FROM THE GEODETIC POINT.  THESE BEARINGS ARE MAGNETIC
 PM0548'AND WERE TAKEN IN 1873.  HEIGHT OF GROUND AT STATION, 3 FEET
 PM0548'(ESTIMATED).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0690 ***********************************************************************
 PO0690  DESIGNATION -  GALESVILLE TV MAST
 PO0690  PID         -  PO0690
 PO0690  STATE/COUNTY-  WI/TREMPEALEAU
 PO0690  USGS QUAD   -  GALESVILLE (1973)
 PO0690
 PO0690                         *CURRENT SURVEY CONTROL
 PO0690  ___________________________________________________________________
 PO0690* NAD 83(1991)-  44 05 27.45142(N)    091 20 17.49529(W)     ADJUSTED  
 PO0690* NAVD 88     -                                                        
 PO0690  ___________________________________________________________________
 PO0690  LAPLACE CORR-          -7.75  (seconds)                    DEFLEC99
 PO0690  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 PO0690
 PO0690  HORZ ORDER  -  THIRD
 PO0690
 PO0690.The horizontal coordinates were established by classical geodetic methods
 PO0690.and adjusted by the National Geodetic Survey in March 1999..
 PO0690
 PO0690
 PO0690.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0690
 PO0690.The geoid height was determined by GEOID03.
 PO0690
 PO0690;                    North         East     Units Scale Factor Converg.
 PO0690;SPC WI C     -    29,510.116   492,833.954   MT  1.00003386   -0 56 39.1
 PO0690;SPC WI C     -    96,817.77  1,616,906.06   sFT  1.00003386   -0 56 39.1
 PO0690;SPC WI S     -   233,153.643   492,836.794   MT  1.00000503   -0 55 10.1
 PO0690;SPC WI S     -   764,938.24  1,616,915.38   sFT  1.00000503   -0 55 10.1
 PO0690;UTM  15      - 4,883,318.044   633,030.796   MT  0.99981766   +1 09 23.2
 PO0690
 PO0690                          SUPERSEDED SURVEY CONTROL
 PO0690
 PO0690  NAD 83(1991)-  44 05 27.45075(N)    091 20 17.49724(W) AD(       ) 4
 PO0690  NAD 83(1986)-  44 05 27.44356(N)    091 20 17.50367(W) AD(       ) 4
 PO0690  NAD 27      -  44 05 27.60373(N)    091 20 16.94164(W) AD(       ) 3
 PO0690
 PO0690.Superseded values are not recommended for survey control.
 PO0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0690.See file dsdata.txt to determine how the superseded data were derived.
 PO0690
 PO0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3303183318(NAD 83)
 PO0690_MARKER: 42 = RADIO/TV MAST
 PO0690
 PO0690  HISTORY     - Date     Condition        Report By
 PO0690  HISTORY     - 1967     FIRST OBSERVED   USGS
 PO0690
 PO0690                          STATION DESCRIPTION
 PO0690
 PO0690'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JFS)
 PO0690'STATION IS LOCATED ABOUT 1.0 MI NE. OF THE DOWNTOWN AREA OF
 PO0690'GALESVILLE ON THE CREST OF A LOW RIDGE AND IN OPEN FIELD.
 PO0690'
 PO0690'THE STATION IS THE RED LIGHT ON TOP OF THE SLENDER STEEL MAST,
 PO0690'1625 FT HIGH, WHICH SERVES AS THE ANTENNA FOR TV STATION WKBT OF
 PO0690'LA CROSSE.
 PO0690'
 PO0690'THE STATION WAS INTERSECTED FROM STATIONS HOLTE, RICK, GALE,
 PO0690'AND NORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB8495 ***********************************************************************
 AB8495  DESIGNATION -  GAMACHE
 AB8495  PID         -  AB8495
 AB8495  STATE/COUNTY-  WI/BURNETT
 AB8495  USGS QUAD   -  SIREN EAST (1982)
 AB8495
 AB8495                         *CURRENT SURVEY CONTROL
 AB8495  ___________________________________________________________________
 AB8495* NAD 83(1997)-  45 51 33.62504(N)    092 20 47.51921(W)     ADJUSTED  
 AB8495* NAVD 88     -       300.8    (meters)     987.     (feet)  GPS OBS   
 AB8495  ___________________________________________________________________
 AB8495  X           -    -182,187.119 (meters)                     COMP
 AB8495  Y           -  -4,446,012.765 (meters)                     COMP
 AB8495  Z           -   4,554,569.896 (meters)                     COMP
 AB8495  LAPLACE CORR-          -4.38  (seconds)                    DEFLEC99
 AB8495  ELLIP HEIGHT-         274.04  (meters)          (01/30/03) GPS OBS
 AB8495  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AB8495
 AB8495  HORZ ORDER  -  FIRST
 AB8495  ELLP ORDER  -  FOURTH    CLASS I
 AB8495
 AB8495.The horizontal coordinates were established by GPS observations
 AB8495.and adjusted by the National Geodetic Survey in January 2003..
 AB8495
 AB8495.The orthometric height was determined by GPS observations and a
 AB8495.high-resolution geoid model.
 AB8495
 AB8495.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8495
 AB8495.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8495
 AB8495.The ellipsoidal height was determined by GPS observations
 AB8495.and is referenced to NAD 83.
 AB8495
 AB8495.The geoid height was determined by GEOID03.
 AB8495
 AB8495;                    North         East     Units Scale Factor Converg.
 AB8495;SPC WI N     -    79,677.800   417,803.597   MT  0.99995976   -1 41 33.8
 AB8495;SPC WI N     -   261,409.58  1,370,743.97   sFT  0.99995976   -1 41 33.8
 AB8495;UTM  15      - 5,078,627.026   550,727.485   MT  0.99963163   +0 28 08.3
 AB8495
 AB8495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8495!SPC WI N     -   0.99995704  x   0.99995976  =   0.99991680
 AB8495!UTM  15      -   0.99995704  x   0.99963163  =   0.99958869
 AB8495
 AB8495                          SUPERSEDED SURVEY CONTROL
 AB8495
 AB8495  NAD 83(1991)-  45 51 33.62467(N)    092 20 47.51780(W) AD(       ) 1
 AB8495  ELLIP H (12/09/96)  274.09   (m)                       GP(       ) 4 1
 AB8495
 AB8495.Superseded values are not recommended for survey control.
 AB8495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8495.See file dsdata.txt to determine how the superseded data were derived.
 AB8495
 AB8495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL5072778627(NAD 83)
 AB8495_MARKER: DD = SURVEY DISK
 AB8495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8495_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8495+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB8495
 AB8495  HISTORY     - Date     Condition        Report By
 AB8495  HISTORY     - 1993     MONUMENTED       WI-013
 AB8495
 AB8495                          STATION DESCRIPTION
 AB8495
 AB8495'DESCRIBED BY BURNETT COUNTY WISCONSIN 1993
 AB8495'THE STATION IS LOCATED 9.0 MI (14.5 KM) NORTHWEST OF HERTEL POST
 AB8495'OFFICE (AT THE INTERSECTION OF STATE TRUNK HIGHWAY 70 AND COUNTY ROAD
 AB8495'X) , 1.8 MI (2.9 KM) SOUTHEAST OF THE VILLAGE OF WEBSTER IN THE
 AB8495'NORTHEAST QUARTER OF THE NORTHEAST QUARTER, SECTION 21, T39N, R16W,
 AB8495'TOWN OF MEENON.  TO REACH THE STATION FROM THE VILLAGE OF WEBSTER
 AB8495'(WHERE STATE TRUNK HIGHWAY 35 AND COUNTY ROAD FF MEET) GO SOUTH ALONG
 AB8495'STATE HIGHWAY 35 1.5 MI (2.4 KM) TO NORTH BASS LAKE ROAD, GO EAST
 AB8495'ALONG NORTH BASS LAKE ROAD .89 MI (1.43 KM) TO STATION LOCATED 600
 AB8495'FEET (182.9 M) WEST OF STENGEL ROAD, 47 FEET (14.3 M) SOUTH OF NORTH
 AB8495'BASS LAKE ROAD.  FIBERGLASS WITNESS POST SET 2 FEET (0.6 M) SOUTH OF
 AB8495'THE STATION.  THE STATION MARKER IS SET IN A 30 CM ROUND CONCRETE
 AB8495'MONUMENT 3 CM BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0635 ***********************************************************************
 PO0635  DESIGNATION -  GAR
 PO0635  PID         -  PO0635
 PO0635  STATE/COUNTY-  WI/JACKSON
 PO0635  USGS QUAD   -  OSSEO (1984)
 PO0635
 PO0635                         *CURRENT SURVEY CONTROL
 PO0635  ___________________________________________________________________
 PO0635* NAD 83(1991)-  44 30 31.17806(N)    091 08 08.33570(W)     ADJUSTED  
 PO0635* NAVD 88     -       370.6    (meters)    1216.     (feet)  VERTCON   
 PO0635  ___________________________________________________________________
 PO0635  LAPLACE CORR-          -7.92  (seconds)                    DEFLEC99
 PO0635  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 PO0635
 PO0635  HORZ ORDER  -  SECOND
 PO0635
 PO0635.The horizontal coordinates were established by classical geodetic methods
 PO0635.and adjusted by the National Geodetic Survey in November 1991..
 PO0635
 PO0635.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0635
 PO0635.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0635
 PO0635.The geoid height was determined by GEOID03.
 PO0635
 PO0635;                    North         East     Units Scale Factor Converg.
 PO0635;SPC WI C     -    75,672.420   509,702.170   MT  0.99996116   -0 48 04.6
 PO0635;SPC WI C     -   248,268.60  1,672,247.87   sFT  0.99996116   -0 48 04.6
 PO0635;UTM  15      - 4,930,061.621   648,190.273   MT  0.99987007   +1 18 25.8
 PO0635
 PO0635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0635!SPC WI C     -   0.99994688  x   0.99996116  =   0.99990804
 PO0635!UTM  15      -   0.99994688  x   0.99987007  =   0.99981696
 PO0635
 PO0635|---------------------------------------------------------------------|
 PO0635| PID    Reference Object                     Distance      Geod. Az  |
 PO0635|                                                           dddmmss.s |
 PO0635| CJ4994 GAR RM 2                              7.197 METERS 00705     |
 PO0635| CJ4993 GAR RM 1                              5.863 METERS 16535     |
 PO0635| PO0638 OSSEO ST HWY MICROWAVE TOWER        APPROX.13.9 KM 3273547.5 |
 PO0635|---------------------------------------------------------------------|
 PO0635
 PO0635                          SUPERSEDED SURVEY CONTROL
 PO0635
 PO0635  NAD 83(1986)-  44 30 31.17447(N)    091 08 08.34868(W) AD(       ) 2
 PO0635  NAD 27      -  44 30 31.31340(N)    091 08 07.78944(W) AD(       ) 2
 PO0635  NGVD 29 (07/19/86)  370.6    (m)         1216.     (f) VERT ANG       
 PO0635
 PO0635.Superseded values are not recommended for survey control.
 PO0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0635.See file dsdata.txt to determine how the superseded data were derived.
 PO0635
 PO0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK4819030062(NAD 83)
 PO0635_MARKER: DD = SURVEY DISK
 PO0635_SETTING: 0 = UNSPECIFIED SETTING
 PO0635
 PO0635  HISTORY     - Date     Condition        Report By
 PO0635  HISTORY     - 1967     MONUMENTED       USGS
 PO0635
 PO0635                          STATION DESCRIPTION
 PO0635
 PO0635'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (DLH)
 PO0635'STATION IS LOCATED ABOUT 6.5 MI SE. OF OSSEO ALONG INTERSTATE
 PO0635'HWY. 94, ON TOP OF PROMINENT ROUND-TOPPED HILL BETWEEN I-94 AND
 PO0635'STATE HWY. 27, IN NE. QUARTER SEC. 5, T. 23 N., R. 6 W.
 PO0635'
 PO0635'TO REACH THE STATION FROM THE POST OFFICE AT OSSEO, GO W. ONE
 PO0635'BLOCK TO U.S. HWY. 53, TURN RIGHT ON HWY. 53 AND GO N. 0.1 MI TO
 PO0635'JCT WITH U.S. HWY. 10, TURN RIGHT AND GO E. ON U.S. HWY. 10 FOR
 PO0635'0.9 MI TO JCT. WITH I-94, TURN RIGHT ON I-94 AND GO 6.2 MI SE. TO
 PO0635'HIGH CUTBANK ON THE RIGHT.  CLIMB ABOUT 100 FT TO TOP OF CUTBANK
 PO0635'AND STATION.
 PO0635'
 PO0635'STATION AND REFERENCE MARKS ARE STANDARD TABLETS CRIMPED ON
 PO0635'COPPER WELD RODS DRIVEN ABOUT 7 FT TO REFUSAL IN BEDROCK,
 PO0635'PROJECTING ABOUT 3 IN. AND SET IN 6 IN. TILE FILLED WITH
 PO0635'GRAVEL.  ALL MARKS ARE STAMPED GAR 1967.
 PO0635'
 PO0635'STATION MARK IS ABOUT 200 FT SW. OF SE. BOUND RD. OF I-94, NEAR
 PO0635'APEX OF STEEP CUTBANK, ABOUT 100 FT ABOVE I-94, 27 FT SE. OF AN
 PO0635'8 IN. LONE PINE, 19.5 FT E. OF BOTTOM OF A LEANING 8 IN. LONE PINE,
 PO0635'4.3 FT NE. OF THE SW. RIGHT-OF-WAY FENCE OF I-94 AND 1 FT N. OF A
 PO0635'METAL WITNESS POST.
 PO0635'
 PO0635'REFERENCE MARK NO. 1 IS 5.863 M. (19.24 FT) SE. OF STATION, 3.3
 PO0635'FT N.-NW. OF A BRACE POST IN THE RIGHT-OF-WAY FENCE AND 2.8 FT
 PO0635'NE. OF THE FENCE.
 PO0635'
 PO0635'REFERENCE MARK NO. 2 IS 7.197 M. (23.61 FT) N.-NW. OF STATION,
 PO0635'14.9 FT NE. OF THE RIGHT-OF-WAY FENCE AND 3.5 FT S.-SE. OF AN 8
 PO0635'IN. LONE PINE.
 PO0635'
 PO0635'NO AZIMUTH MARK WAS SET.  ANGLES WERE TURNED TO A MICROWAVE TOWER
 PO0635'ABOUT 10.0 MI NW., POINTINGS WERE MADE TO THE RED LIGHT ON TOP OF
 PO0635'THE RIGHT HAND MAST OF THE DOUBLE MASTED TOWER.
 PO0635'
 PO0635'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0225 ***********************************************************************
 PM0225  DESIGNATION -  GARAGE
 PM0225  PID         -  PM0225
 PM0225  STATE/COUNTY-  WI/OCONTO
 PM0225  USGS QUAD   -  PENSAUKEE (1974)
 PM0225
 PM0225                         *CURRENT SURVEY CONTROL
 PM0225  ___________________________________________________________________
 PM0225* NAD 83(1986)-  44 49 22.     (N)    087 54 32.     (W)     SCALED    
 PM0225* NAVD 88     -       177.520  (meters)     582.41   (feet)  ADJUSTED  
 PM0225  ___________________________________________________________________
 PM0225  GEOID HEIGHT-         -36.42  (meters)                     GEOID03
 PM0225  DYNAMIC HT  -         177.502 (meters)     582.35  (feet)  COMP
 PM0225  MODELED GRAV-     980,515.6   (mgal)                       NAVD 88
 PM0225
 PM0225  VERT ORDER  -  FIRST     CLASS 0
 PM0225
 PM0225.The horizontal coordinates were scaled from a topographic map and have
 PM0225.an estimated accuracy of +/- 6 seconds.
 PM0225
 PM0225.The orthometric height was determined by differential leveling
 PM0225.and adjusted by the National Geodetic Survey in June 1991..
 PM0225
 PM0225.The geoid height was determined by GEOID03.
 PM0225
 PM0225.The dynamic height is computed by dividing the NAVD 88
 PM0225.geopotential number by the normal gravity value computed on the
 PM0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0225.degrees latitude (g = 980.6199 gals.).
 PM0225
 PM0225.The modeled gravity was interpolated from observed gravity values.
 PM0225
 PM0225;                    North         East    Units  Estimated Accuracy
 PM0225;SPC WI C     -   112,080.      765,360.      MT  (+/- 180 meters Scaled)
 PM0225
 PM0225                          SUPERSEDED SURVEY CONTROL
 PM0225
 PM0225.No superseded survey control is available for this station.
 PM0225
 PM0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ281636(NAD 83)
 PM0225_MARKER: Z = SEE DESCRIPTION
 PM0225_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PM0225_SP_SET: BASE
 PM0225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PM0225
 PM0225  HISTORY     - Date     Condition        Report By
 PM0225  HISTORY     - UNK      MONUMENTED       USLS
 PM0225  HISTORY     - 1972     GOOD             NGS
 PM0225
 PM0225                          STATION DESCRIPTION
 PM0225
 PM0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0225'IN PENSAUKEE.
 PM0225'AT PENSAUKEE, ABOUT 0.2 MILE EAST ALONG FISH HOUSE ROAD FROM THE
 PM0225'INTERSECTION OF COUNTY ROAD S, ON THE LAWN OF A HOUSE AT NUMBER 3030,
 PM0225'65 FEET NORTHEAST OF AND ACROSS THE ROAD FROM POWER POLE 2721-11R13,
 PM0225'16 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 45 1/2 FEET SOUTH OF
 PM0225'THE SOUTHEAST CORNER OF THE HOUSE, 2 FEET EAST OF THE SOUTHEAST CORNER
 PM0225'OF AN ABANDONED CONCRETE BASE, IN LINE WITH THE SOUTH WALL OF CONCRETE
 PM0225'FOUNDATION, ABOUT LEVEL WITH THE ROAD, A 1 1/2 INCH IRON ROD DRIVEN TO
 PM0225'A DEPTH OF 12 FEET AND 1/2 FOOT BELOW THE LEVEL OF THE GROUND. SECTION
 PM0225'11, T 27N, R 21E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC9096 ***********************************************************************
 AC9096  DESIGNATION -  GARFIELD N
 AC9096  PID         -  AC9096
 AC9096  STATE/COUNTY-  WI/POLK
 AC9096  USGS QUAD   -  WAPOGASSET LAKE (1978)
 AC9096
 AC9096                         *CURRENT SURVEY CONTROL
 AC9096  ___________________________________________________________________
 AC9096* NAD 83(1997)-  45 21 36.65405(N)    092 28 26.10661(W)     ADJUSTED  
 AC9096* NAVD 88     -       336.0    (meters)    1102.     (feet)  GPS OBS   
 AC9096  ___________________________________________________________________
 AC9096  X           -    -193,783.778 (meters)                     COMP
 AC9096  Y           -  -4,485,229.326 (meters)                     COMP
 AC9096  Z           -   4,515,782.879 (meters)                     COMP
 AC9096  LAPLACE CORR-         -13.39  (seconds)                    DEFLEC99
 AC9096  ELLIP HEIGHT-         307.67  (meters)          (09/30/02) GPS OBS
 AC9096  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 AC9096
 AC9096  HORZ ORDER  -  FIRST
 AC9096  ELLP ORDER  -  SECOND    CLASS I
 AC9096
 AC9096.The horizontal coordinates were established by GPS observations
 AC9096.and adjusted by the National Geodetic Survey in September 2002..
 AC9096
 AC9096.The orthometric height was determined by GPS observations and a
 AC9096.high-resolution geoid model.
 AC9096
 AC9096.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9096
 AC9096.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9096
 AC9096.The ellipsoidal height was determined by GPS observations
 AC9096.and is referenced to NAD 83.
 AC9096
 AC9096.The geoid height was determined by GEOID03.
 AC9096
 AC9096;                    North         East     Units Scale Factor Converg.
 AC9096;SPC WI C     -   172,618.595   406,199.893   MT  0.99997637   -1 44 43.9
 AC9096;SPC WI C     -   566,332.84  1,332,674.15   sFT  0.99997637   -1 44 43.9
 AC9096;UTM  15      - 5,023,097.882   541,202.662   MT  0.99962087   +0 22 27.6
 AC9096
 AC9096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9096!SPC WI C     -   0.99995177  x   0.99997637  =   0.99992814
 AC9096!UTM  15      -   0.99995177  x   0.99962087  =   0.99957265
 AC9096
 AC9096                          SUPERSEDED SURVEY CONTROL
 AC9096
 AC9096  NAD 83(1991)-  45 21 36.65349(N)    092 28 26.10477(W) AD(       ) 1
 AC9096  ELLIP H (06/10/97)  307.69   (m)                       GP(       ) 2 1
 AC9096
 AC9096.Superseded values are not recommended for survey control.
 AC9096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9096.See file dsdata.txt to determine how the superseded data were derived.
 AC9096
 AC9096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4120323098(NAD 83)
 AC9096_MARKER: DD = SURVEY DISK
 AC9096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9096_STAMPING: GARFIELD N. 442
 AC9096_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC9096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9096+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2005
 AC9096
 AC9096  HISTORY     - Date     Condition        Report By
 AC9096  HISTORY     - 1995     MONUMENTED       WI-095
 AC9096  HISTORY     - 20051106 GOOD             WIDT
 AC9096
 AC9096                          STATION DESCRIPTION
 AC9096
 AC9096'DESCRIBED BY POLK COUNTY WISCONSIN 1995 (TEC)
 AC9096'THE STATION IS LOCATED 6 MI (9.7 KM) NORTHWEST OF CITY OF AMERY,
 AC9096'WISCONSIN IN THE NORTHWEST QUARTER OF SOUTHEAST QUARTER OF SECTION 9,
 AC9096'T.33N., R.17W., 4TH P.M.  TOWN OF GARFIELD, POLK COUNTY.  TO REACH THE
 AC9096'STATION FROM THE CITY OF AMERY BEGIN AT THE INTERSECTION OF STATE
 AC9096'HIGHWAY 46 AND COUNTY TRUNK HIGHWAY F (TO THE WEST) , GO WEST 1.5 MI
 AC9096'(2.4 KM) TO THE INTERSECTION OF COUNTY TRUNK HIGHWAY F AND COUNTY
 AC9096'TRUNK HIGHWAY C, GO NORTHWESTERLY ALONG COUNTY TRUNK HIGHWAY C 6.8 MI
 AC9096'(10.9 KM) TO THE STATION.  THE STATION IS LOCATED 33 FEET (10.1 M)
 AC9096'SOUTH OF CENTERLINE OF COUNTY HIGHWAY C, 35 FEET (10.7 M) EAST OF
 AC9096'CENTERLINE DRIVE TO SOUTH FIRE NO.  522-9 AT END OF DRIVEWAY, GARFIELD
 AC9096'105TH AVENUE - COUNTY HIGHWAY C.  12.5 FEET (3.8 M) EAST OF PHONE
 AC9096'PEDESTAL, .2 MI (0.3 KM) EAST OF 155TH STREET, 1.2 MI (1.9 KM) EAST OF
 AC9096'HIGHWAY 65.  THE STATION IS A BRASS CAP, SET IN A 1.3 FOOT (0.4 M)
 AC9096'DIAMETER BY 6 FOOT (1.8 M) DEEP CONCRETE MONUMENT FLUSH WITH GROUND
 AC9096'SURFACE.  A PLASTIC WITNESS POST IS SET 2 FEET (0.6 M) FROM THE
 AC9096'STATION.
 AC9096
 AC9096                          STATION RECOVERY (2005)
 AC9096
 AC9096'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AC9096'RECOVERED IN GOOD CONDITION.
 AC9096'AN ADDITIONAL TO REACH FOLLOWS-- TO REACH THE STATION FROM THE
 AC9096'JUNCTION OF US HIGHWAY 8 WITH STATE HIGHWAY 65, ABOUT 7.5 MILES EAST
 AC9096'OF THE CITY OF ST. CROIX FALLS, GO SOUTH ON STATE HIGHWAY 65 FOR 1.9
 AC9096'MILES TO COUNTY C (105TH AVENUE) LEFT, TURN LEFT AND GO EAST ON COUNTY
 AC9096'HIGHWAY C (105TH AVENUE) FOR 1.0 MILE TO 155TH STREET, CONTINUE EAST
 AC9096'ON COUNTY HIGHWAY C (105TH AVENUE) FOR 0.23 MILE TO THE STATION ON THE
 AC9096'RIGHT.
 AC9096'ADD-- THE STATION IS 4.1 M EAST-NORTHEAST OF TELEPHONE PEDESTAL
 AC9096'--7H521-- AND 1.0 M SOUTH, 0.9 M NORTHWEST, AND 0.9 M NORTHEAST OF
 AC9096'THREE ORANGE 4X4 PLASTIC GUARD POSTS.  NOTE-- THE FIRE NUMBER OF THE
 AC9096'DRIVE DESCRIBED IN 1995 IS --1522-9-- (NOT 522-9).
 AC9096' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1124 ***********************************************************************
 PN1124  DESIGNATION -  GARRY WIDT
 PN1124  PID         -  PN1124
 PN1124  STATE/COUNTY-  WI/WOOD
 PN1124  USGS QUAD   -  WISCONSIN RAPIDS SOUTH (1984)
 PN1124
 PN1124                         *CURRENT SURVEY CONTROL
 PN1124  ___________________________________________________________________
 PN1124* NAD 83(1991)-  44 17 49.32152(N)    089 47 50.22596(W)     ADJUSTED  
 PN1124* NAVD 88     -       308.0    (meters)    1010.     (feet)  VERTCON   
 PN1124  ___________________________________________________________________
 PN1124  LAPLACE CORR-          -5.75  (seconds)                    DEFLEC99
 PN1124  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 PN1124
 PN1124  HORZ ORDER  -  SECOND
 PN1124
 PN1124.The horizontal coordinates were established by classical geodetic methods
 PN1124.and adjusted by the National Geodetic Survey in November 1991..
 PN1124
 PN1124.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1124
 PN1124.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1124
 PN1124.The geoid height was determined by GEOID03.
 PN1124
 PN1124;                    North         East     Units Scale Factor Converg.
 PN1124;SPC WI C     -    51,545.779   616,177.509   MT  0.99999144   +0 08 34.9
 PN1124;SPC WI C     -   169,113.11  2,021,575.71   sFT  0.99999144   +0 08 34.9
 PN1124;SPC WI S     -   255,212.318   616,178.538   MT  1.00005495   +0 08 21.4
 PN1124;SPC WI S     -   837,309.08  2,021,579.09   sFT  1.00005495   +0 08 21.4
 PN1124;UTM  16      - 4,908,670.404   276,849.760   MT  1.00021245   -1 57 15.7
 PN1124
 PN1124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1124!SPC WI C     -   0.99995725  x   0.99999144  =   0.99994869
 PN1124!SPC WI S     -   0.99995725  x   1.00005495  =   1.00001219
 PN1124!UTM  16      -   0.99995725  x   1.00021245  =   1.00016969
 PN1124
 PN1124|---------------------------------------------------------------------|
 PN1124| PID    Reference Object                     Distance      Geod. Az  |
 PN1124|                                                           dddmmss.s |
 PN1124| CS5148 GARRY RM 1                            7.697 METERS 15348     |
 PN1124| CS5149 GARRY RM 2                            6.688 METERS 29308     |
 PN1124|---------------------------------------------------------------------|
 PN1124
 PN1124                          SUPERSEDED SURVEY CONTROL
 PN1124
 PN1124  NAD 83(1986)-  44 17 49.31877(N)    089 47 50.23351(W) AD(       ) 2
 PN1124  NAD 27      -  44 17 49.43889(N)    089 47 49.79225(W) AD(       ) 2
 PN1124  NGVD 29 (07/19/86)  308.0    (m)         1010.     (f) VERT ANG       
 PN1124
 PN1124.Superseded values are not recommended for survey control.
 PN1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1124.See file dsdata.txt to determine how the superseded data were derived.
 PN1124
 PN1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7685008670(NAD 83)
 PN1124_MARKER: DH = HORIZONTAL CONTROL DISK
 PN1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN1124_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1124+STABILITY: SURFACE MOTION
 PN1124
 PN1124  HISTORY     - Date     Condition        Report By
 PN1124  HISTORY     - 1981     MONUMENTED       WIDT
 PN1124  HISTORY     - 20040330 MARK NOT FOUND   USPSQD
 PN1124
 PN1124                          STATION DESCRIPTION
 PN1124
 PN1124'DESCRIBED BY WI DEPT OF TRANSP 1981 (LTK)
 PN1124'THE STATION IS LOCATED ALONG STH 73 ABOUT 4.5 MILES SOUTH OF WISCONSIN
 PN1124'RAPIDS
 PN1124'
 PN1124'TO REACH THE STATION FROM THE JUNCTION OF STH 13 AND STH 73 TO THE
 PN1124'SOUTHEAST ABOUT 4 MILES SOUTH OF WISCONSIN RAPIDS, GO SOUTHEAST ON STH
 PN1124'73 FOR 0.8 MILE TO THE STATION ON A SMALL RISE ON HIGHWAY RIGHT OF WAY
 PN1124'TO THE SOUTHWEST OF STH 73.
 PN1124'
 PN1124'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---GARRY 1981---.
 PN1124'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL
 PN1124'CONCRETE MONUMENT WHICH RECESSED 2 INCHES BELOW GROUND.  IT IS 40 FEET
 PN1124'SOUTHWEST OF THE CENTER OF STH 73, 25.7 FEET NORTHWEST OF A POWER AND
 PN1124'TELEPHONE POLE, AND 3 FEET NORTHEAST OF A METAL WITNESS POST.  THE
 PN1124'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 4.5 FEET
 PN1124'BELOW GROUND.
 PN1124'
 PN1124'REFERENCE MARK 1 IS A BERNTSEN 5 FOOT DRIVEABLE ALUMINUM ROD WITH A
 PN1124'CIRCULAR ALUMINUM CAP WHICH PROJECTS 2 INCHES ABOVE GROUND.  IT IS
 PN1124'49 FEET SOUTHWEST OF THE CENTER OF STH 73, 24.6 FEET SOUTHEAST OF A
 PN1124'METAL WITNESS POST, 15 FEET WEST OF A POWER AND TELEPHONE POLE, AND
 PN1124'LEVEL WITH THE STATION.
 PN1124'
 PN1124'REFERENCE MARK 2 IS A BERNTSEN 5 FOOT DRIVEABLE ALUMINUM ROD WITH A
 PN1124'CIRCULAR ALUMINUM CAP WHICH PROJECTS 2 INCHES ABOVE GROUND.  IT IS 48
 PN1124'FEET NORTHWEST OF A POWER AND TELEPHONE POLE, 38 FEET SOUTHWEST OF THE
 PN1124'CENTER OF STH 73, 21.5 FEET NORTHWEST OF A METAL WITNESS POST, AND
 PN1124'LEVEL WITH THE STATION.
 PN1124'
 PN1124'NO AZIMUTH MARK WAS SET.  HEIGHT OF LIGHT ABOVE MARK WAS 1.72 METERS.
 PN1124
 PN1124                          STATION RECOVERY (2004)
 PN1124
 PN1124'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN1124'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP2411 ***********************************************************************
 PP2411  DESIGNATION -  GARY
 PP2411  PID         -  PP2411
 PP2411  STATE/COUNTY-  WI/ST CROIX
 PP2411  USGS QUAD   -  RIVER FALLS EAST (1974)
 PP2411
 PP2411                         *CURRENT SURVEY CONTROL
 PP2411  ___________________________________________________________________
 PP2411* NAD 83(1991)-  44 52 10.61022(N)    092 35 17.03913(W)     ADJUSTED  
 PP2411* NAVD 88     -       344.6    (meters)    1131.     (feet)  VERTCON   
 PP2411  ___________________________________________________________________
 PP2411  LAPLACE CORR-          -9.52  (seconds)                    DEFLEC99
 PP2411  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 PP2411
 PP2411  HORZ ORDER  -  SECOND
 PP2411
 PP2411.The horizontal coordinates were established by classical geodetic methods
 PP2411.and adjusted by the National Geodetic Survey in March 1999..
 PP2411
 PP2411.The NAVD 88 height was computed by applying the VERTCON shift value to
 PP2411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PP2411
 PP2411.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP2411
 PP2411.The geoid height was determined by GEOID03.
 PP2411
 PP2411;                    North         East     Units Scale Factor Converg.
 PP2411;SPC WI C     -   118,408.815   395,523.618   MT  0.99994071   -1 49 33.9
 PP2411;SPC WI C     -   388,479.59  1,297,647.07   sFT  0.99994071   -1 49 33.9
 PP2411;UTM  15      - 4,968,548.855   532,540.219   MT  0.99961302   +0 17 26.2
 PP2411
 PP2411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP2411!SPC WI C     -   0.99995065  x   0.99994071  =   0.99989137
 PP2411!UTM  15      -   0.99995065  x   0.99961302  =   0.99956369
 PP2411
 PP2411|---------------------------------------------------------------------|
 PP2411| PID    Reference Object                     Distance      Geod. Az  |
 PP2411|                                                           dddmmss.s |
 PP2411| CJ3522 GARY RM 2                            10.033 METERS 05752     |
 PP2411| PP2210 SYDNEY                              APPROX. 9.3 KM 0895544.2 |
 PP2411| CJ3521 GARY RM 1                             9.201 METERS 26026     |
 PP2411|---------------------------------------------------------------------|
 PP2411
 PP2411                          SUPERSEDED SURVEY CONTROL
 PP2411
 PP2411  NAD 83(1991)-  44 52 10.60410(N)    092 35 17.03587(W) AD(       ) 2
 PP2411  NAD 83(1986)-  44 52 10.60006(N)    092 35 17.03873(W) AD(       ) 2
 PP2411  NAD 27      -  44 52 10.71692(N)    092 35 16.32848(W) AD(       ) 2
 PP2411  NGVD 29 (07/19/86)  344.6    (m)         1131.     (f) VERT ANG       
 PP2411
 PP2411.Superseded values are not recommended for survey control.
 PP2411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2411.See file dsdata.txt to determine how the superseded data were derived.
 PP2411
 PP2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3254068549(NAD 83)
 PP2411_MARKER: DD = SURVEY DISK
 PP2411_SETTING: 0 = UNSPECIFIED SETTING
 PP2411
 PP2411  HISTORY     - Date     Condition        Report By
 PP2411  HISTORY     - 1972     MONUMENTED       USGS
 PP2411
 PP2411                          STATION DESCRIPTION
 PP2411
 PP2411'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (JSA)
 PP2411'STATION IS ABOUT 0.5 MI. N. AND 1.7 MI. E. OF TOWN OF RIVER FALLS,
 PP2411'FROM JUNCTION STATE HIGHWAY 35 AND COUNTY ROAD M., IN N. CENTRAL
 PP2411'PART OF TOWN, T. 29 N., R. 18 W., NEAR CENTER OF SEC. 32.
 PP2411'
 PP2411'TO REACH FROM JUNCTION U.S. HIGHWAY 35 AND COUNTY ROAD M IN
 PP2411'RIVER FALLS, GO E. AND NE. ON COUNTY ROAD M FOR 1.9 MI. TO
 PP2411'CURVE AND STATION ON LEFT.  STATION IS IN LINE WITH
 PP2411'S. EDGE OF BLACKTOP, OF COUNTY ROAD M GOING E.
 PP2411'
 PP2411'STATION MARK STAMPED ET GARY 1972 IS 30 FT. N. AND 247
 PP2411'FT. W. CENTER LINE RD. AT DRIVE NNW., 34 FT. S. OF N. R/W FENCE.
 PP2411'
 PP2411'REFERENCE MARK NO. 1 STAMPED GARY NO 1 1972 IS ABOUT 30
 PP2411'FT. WSW OF STATION, 33 FT. N. AND 278 FT. W. CENTER LINE
 PP2411'RD. AT DRIVE NNW., 31 FT. S. OF N. R/W FENCE.
 PP2411'
 PP2411'REFERENCE MARK NO. 2 STAMPED GARY NO 2 1972 IS ABOUT
 PP2411'33 FT. NE. OF STATION, 46 FT. N. AND 217 FT. W. CENTER LINE
 PP2411'RD. AT DRIVE NNW., 18 FT. S. OF N. R/W FENCE.
 PP2411'
 PP2411'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2-IN. COPPER
 PP2411'COATED RODS, CENTERED IN 6-IN. DIAMETER PLASTIC PIPE,
 PP2411'12 IN. LONG, AND FILLED WITH GRAVEL TO WITHIN 1 IN. OF
 PP2411'CAP.  ALL MARKS ARE FLUSH WITH GROUND.
 PP2411'
 PP2411'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0426 ***********************************************************************
 OL0426  DESIGNATION -  GAS
 OL0426  PID         -  OL0426
 OL0426  STATE/COUNTY-  WI/MILWAUKEE
 OL0426  USGS QUAD   -  MILWAUKEE (1971)
 OL0426
 OL0426                         *CURRENT SURVEY CONTROL
 OL0426  ___________________________________________________________________
 OL0426* NAD 83(1991)-  43 02 21.38396(N)    087 54 11.50497(W)     ADJUSTED  
 OL0426* NAVD 88     -       187.     (meters)     614.     (feet)  SCALED    
 OL0426  ___________________________________________________________________
 OL0426  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 OL0426  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 OL0426
 OL0426  HORZ ORDER  -  THIRD
 OL0426
 OL0426.The horizontal coordinates were established by classical geodetic methods
 OL0426.and adjusted by the National Geodetic Survey in November 1991..
 OL0426
 OL0426.The orthometric height was scaled from a topographic map.
 OL0426
 OL0426.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0426
 OL0426.The geoid height was determined by GEOID03.
 OL0426
 OL0426;                    North         East     Units Scale Factor Converg.
 OL0426;SPC WI S     -   117,601.351   770,840.368   MT  0.99995239   +1 26 26.6
 OL0426;SPC WI S     -   385,830.43  2,528,998.77   sFT  0.99995239   +1 26 26.6
 OL0426;UTM  16      - 4,765,571.831   426,428.688   MT  0.99966659   -0 36 59.2
 OL0426
 OL0426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0426!SPC WI S     -   0.99997620  x   0.99995239  =   0.99992859
 OL0426!UTM  16      -   0.99997620  x   0.99966659  =   0.99964279
 OL0426
 OL0426|---------------------------------------------------------------------|
 OL0426| PID    Reference Object                     Distance      Geod. Az  |
 OL0426|                                                           dddmmss.s |
 OL0426| CI9606 GAS RM 1                              5.398 METERS 03127     |
 OL0426| OL0388 MILWAUKEE NORTH POINT LIGHT         APPROX. 3.9 KM 0413342.1 |
 OL0426| OL0408 MILWAUKEE NORTH ENTRANCE LIGHT      APPROX. 1.9 KM 0751439.2 |
 OL0426| OL0424 MILWAUKEE BREAKWATER LIGHT          APPROX. 2.2 KM 1282215.2 |
 OL0426| OL0423 MILWAUKEE BRKWTR ENT S SIDE LT      APPROX. 2.3 KM 1313503.3 |
 OL0426| CI9607 GAS RM 2                              5.712 METERS 13615     |
 OL0426| OL0425 MILWAUKEE SOUTH ENTRANCE LIGHT      APPROX. 4.1 KM 1474250.7 |
 OL0426| OL0414 MILWAUKEE PIERHEAD LIGHT            APPROX. 1.6 KM 1563609.4 |
 OL0426| OL0415 MILWAUKEE SOUTH PIERHEAD LIGHT      APPROX. 1.7 KM 1575829.7 |
 OL0426| OL0390 MILWAUKEE A BRADLEY CO CLKTWR       APPROX. 2.5 KM 1963940.5 |
 OL0426| OL0405 MILWAUKEE RADIO STA WFOX MAST       454.440 METERS 2663038.2 |
 OL0426| OL0420 MILWAUKEE WIS TELE BLDG CUP         360.220 METERS 27111     |
 OL0426| OL0394 MILWAUKEE PABST BREWING CO STK      APPROX. 1.9 KM 2924255.1 |
 OL0426|---------------------------------------------------------------------|
 OL0426
 OL0426                          SUPERSEDED SURVEY CONTROL
 OL0426
 OL0426  NAD 83(1986)-  43 02 21.37208(N)    087 54 11.51658(W) AD(       ) 3
 OL0426  NAD 27      -  43 02 21.31900(N)    087 54 11.20800(W) AD(       ) 3
 OL0426
 OL0426.Superseded values are not recommended for survey control.
 OL0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0426.See file dsdata.txt to determine how the superseded data were derived.
 OL0426
 OL0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2642965572(NAD 83)
 OL0426_MARKER: Z = SEE DESCRIPTION
 OL0426_SETTING: 0 = UNSPECIFIED SETTING
 OL0426
 OL0426  HISTORY     - Date     Condition        Report By
 OL0426  HISTORY     - 1953     MONUMENTED       CGS
 OL0426  HISTORY     - 1975     SEE DESCRIPTION  NGS
 OL0426  HISTORY     - 1977     GOOD             NGS
 OL0426  HISTORY     - 1982     GOOD             AME
 OL0426
 OL0426                          STATION DESCRIPTION
 OL0426
 OL0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OL0426'THE STATION IS LOCATED IN THE EASTERN SECTION OF DOWNTOWN MILWAUKEE.
 OL0426'IT IS LOCATED ON TOP OF THE
 OL0426'MILWAUKEE GAS AND LIGHT CO. BUILDING AT THE CORNER OF EAST WISCONSIN
 OL0426'AVENUE AND NORTH VAN BUREN STREET.
 OL0426'THE DISK IS CEMENTED IN A DRILL HOLE IN THE CENTER OF
 OL0426'A CONCRETE ROOF ON TOP OF A VENTILATOR SHAFT.
 OL0426'IT IS 24 FEET SOUTHWEST OF THE NORTH-EAST
 OL0426'CORNER OF THE ROOF AND 24 FEET SOUTHEAST OF THE NORTHWEST CORNER
 OL0426'OF THE ROOF.  THE DISK IS
 OL0426'STAMPED GAS 1953.
 OL0426'
 OL0426'REFERENCE MARK NO. 1 IS CEMENTED IN A DRILL HOLE IN THE NORTH ROCK
 OL0426'WALL AROUND THE ROOF OF THE
 OL0426'BUILDING.  IT IS 31 FEET EAST OF THE NORTHWEST CORNER OF THE ROOF, 10
 OL0426'FEET WEST OF THE NORTHEAST CORNER
 OL0426'OF THE ROOF.  THE DISK IS STAMPED GAS NO 1 1953.
 OL0426'
 OL0426'REFERENCE MARK NO. 2 IS CEMENTED IN A DRILL HOLE IN THE SOUTH ROCK
 OL0426'WALL AROUND THE ROOF OF THE
 OL0426'BUILDING.  IT IS 32 FEET EAST OF THE SOUTHWEST CORNER OF THE ROOF AND
 OL0426'9 FEET WEST OF THE SOUTHEAST
 OL0426'CORNER OF THE ROOF.  THE DISK IS STAMPED GAS NO 2 1953.
 OL0426'
 OL0426'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 OL0426
 OL0426                          STATION RECOVERY (1975)
 OL0426
 OL0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CRL)
 OL0426'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE REFERENCE
 OL0426'MARKS WERE NOT FOUND.
 OL0426'IT IS SET IN AND APPROXIMATE CENTER OF A CONCRETE TOP
 OL0426'TO A VENT WHICH IS NEAR THE CENTER
 OL0426'OF THE TOP OF THE BUILDING.  IT IS
 OL0426'UNDER THE LARGE BULB.
 OL0426'
 OL0426'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN MILWAUKEE
 OL0426
 OL0426                          STATION RECOVERY (1977)
 OL0426
 OL0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JVT)
 OL0426'THIS STATION WAS NOT VISITED BUT THE VISUAL CHECK OF THE BUILDING
 OL0426'INDICATES THAT THE STATION MARK WILL REMAIN IN PLACE.  THE LARGE
 OL0426'BULB MENTIONED IN THE 1975 DESCRIPTION REMAINS IN PLACE.
 OL0426
 OL0426                          STATION RECOVERY (1982)
 OL0426
 OL0426'RECOVERY NOTE BY AERO-METRIC ENGINEERING INCORPORATED 1982 (RT)
 OL0426'STATION RECOVERED GOOD.
 OL0426'
 OL0426'UNABLE TO SET TRIPOD OVER MONUMENT DUE TO STRUCTURE DIRECTLY OVER
 OL0426'STATION.  A METAL CURTAIN WALL SURROUNDS THE TOP OF THE BUILDING
 OL0426'MAKING IT IMPOSSIBLE TO SEE OUT OFF THE BUILDING FROM THE
 OL0426'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1247 ***********************************************************************
 NH1247  DESIGNATION -  GATES
 NH1247  PID         -  NH1247
 NH1247  STATE/COUNTY-  WI/WALWORTH
 NH1247  USGS QUAD   -  WALWORTH (1994)
 NH1247
 NH1247                         *CURRENT SURVEY CONTROL
 NH1247  ___________________________________________________________________
 NH1247* NAD 83(1991)-  42 37 03.87222(N)    088 31 54.22571(W)     ADJUSTED  
 NH1247* NAVD 88     -       347.     (meters)    1138.     (feet)  SCALED    
 NH1247  ___________________________________________________________________
 NH1247  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 NH1247  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 NH1247
 NH1247  HORZ ORDER  -  FIRST
 NH1247
 NH1247.The horizontal coordinates were established by classical geodetic methods
 NH1247.and adjusted by the National Geodetic Survey in November 1991..
 NH1247
 NH1247.The orthometric height was scaled from a topographic map.
 NH1247
 NH1247.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1247
 NH1247.The geoid height was determined by GEOID03.
 NH1247
 NH1247;                    North         East     Units Scale Factor Converg.
 NH1247;SPC WI S     -    69,686.973   720,460.527   MT  1.00002531   +1 00 31.9
 NH1247;SPC WI S     -   228,631.34  2,363,710.91   sFT  1.00002531   +1 00 31.9
 NH1247;UTM  16      - 4,719,504.257   374,378.848   MT  0.99979415   -1 02 14.2
 NH1247
 NH1247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1247!SPC WI S     -   0.99995092  x   1.00002531  =   0.99997623
 NH1247!UTM  16      -   0.99995092  x   0.99979415  =   0.99974508
 NH1247
 NH1247:                Primary Azimuth Mark                     Grid Az
 NH1247:SPC WI S     -  LAKELAND HOSPITAL WATER TANK             031 33 37.0
 NH1247:UTM  16      -  LAKELAND HOSPITAL WATER TANK             033 36 23.1
 NH1247
 NH1247|---------------------------------------------------------------------|
 NH1247| PID    Reference Object                     Distance      Geod. Az  |
 NH1247|                                                           dddmmss.s |
 NH1247| NH1009 LAKELAND HOSPITAL WATER TANK        APPROX. 5.8 KM 0323408.9 |
 NH1247| CI9609 GATES RM 1                           18.114 METERS 04344     |
 NH1247| CI9608 GATES AZ MK                                        0821652.3 |
 NH1247| CI9610 GATES RM 2                           18.477 METERS 13650     |
 NH1247| NH1147 ALDEN ATT MICROWAVE TWR KSE 26      APPROX.14.0 KM 1864221.8 |
 NH1247| NH1246 WILLIAMS BAY MUNICIPAL TANK         APPROX. 5.3 KM 1931423.3 |
 NH1247| NH1244 WILLIAMS BAY YERKES OBS TANK        APPROX. 5.5 KM 1994630.6 |
 NH1247| NH1242 WILLIAMS BAY YERKES OBS DOME        APPROX. 5.7 KM 2011832.2 |
 NH1247| NH1245 WALWORTH COUNTRY CLUB TANK          APPROX.10.2 KM 2015346.6 |
 NH1247| NH1248 WALWORTH MUNICIPAL TANK             APPROX.11.0 KM 2104510.0 |
 NH1247| NH1256 DARIEN DEAN MILK CO STACK           APPROX.15.0 KM 2630208.0 |
 NH1247| NH1241 BORG FARMS TK 2 MI E DELAVAN        APPROX. 7.6 KM 2715938.5 |
 NH1247| NH1263 DELAVAN NESTLES MILK CO STK         APPROX. 9.6 KM 2751523.7 |
 NH1247| NH1250 WILLIAMS BAY AF STA RADAR TWR       434.632 METERS 2752919.6 |
 NH1247| NH1261 DELAVAN HIGH SCHOOL CUPOLA          APPROX. 9.6 KM 2773750.9 |
 NH1247| NH1260 DELAVAN MUNICIPAL TANK              APPROX. 9.7 KM 2801543.5 |
 NH1247| NH1264 DELAVAN BRADLEY KNIT MILLS TK       APPROX. 8.6 KM 2803319.3 |
 NH1247| NH1262 DELAVAN ST ANDREWS CH SPIRE         APPROX. 9.0 KM 2805357.4 |
 NH1247| NH1232 ELKHORN ST PATRICKS CH SPIRE        APPROX. 6.1 KM 3490052.4 |
 NH1247| NH1238 ELKHORN F HOLTON AND CO TANK        APPROX. 6.8 KM 3491336.6 |
 NH1247| NH1240 ELKHORN WALWORTH CO CTHSE CUP       APPROX. 6.2 KM 3500124.3 |
 NH1247| NH1237 ELKHORN MUNICIPAL STANDPIPE         APPROX. 6.1 KM 3512914.6 |
 NH1247| NH1230 ELKHORN ELEMENTARY SCH SPIRE        APPROX. 6.0 KM 3542321.0 |
 NH1247| NH1227 ELKHORN HIGH SCHOOL CUPOLA          APPROX. 6.1 KM 3543227.3 |
 NH1247|---------------------------------------------------------------------|
 NH1247
 NH1247                          SUPERSEDED SURVEY CONTROL
 NH1247
 NH1247  NAD 83(1986)-  42 37 03.86873(N)    088 31 54.23174(W) AD(       ) 1
 NH1247  NAD 27      -  42 37 03.81100(N)    088 31 53.87400(W) AD(       ) 1
 NH1247
 NH1247.Superseded values are not recommended for survey control.
 NH1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1247.See file dsdata.txt to determine how the superseded data were derived.
 NH1247
 NH1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7437919504(NAD 83)
 NH1247_MARKER: DS = TRIANGULATION STATION DISK
 NH1247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1247
 NH1247  HISTORY     - Date     Condition        Report By
 NH1247  HISTORY     - 1935     MONUMENTED       CGS
 NH1247  HISTORY     - 1957     GOOD             CGS
 NH1247
 NH1247                          STATION DESCRIPTION
 NH1247
 NH1247'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1247'THIS STATION IS ABOUT 3-1/2 MILES SOUTH OF ELKHORN.  IN
 NH1247'THE SOUTHWEST 1/4, SECTION 19, T2 N, R 17 E.  ON LAND OWNED
 NH1247'BY MR. HENRY GATES.  THE MARK IS IN THE SOUTHWEST CORNER
 NH1247'OF A SMALL PASTURE.  ABOUT 100 YARDS SOUTHWEST OF MR. GATES
 NH1247'BARN.  49 FEET SOUTH OF A 14-INCH OAK TREE.  43 FEET WEST
 NH1247'OF A NORTH-SOUTH FENCE.  19 FEET NORTH OF AN EAST-WEST FENCE.
 NH1247'AND IS SET FLUSH.  NOTE THAT THE STATION IS NOT ON THE HIGHEST
 NH1247'GROUND, WHICH IS IN A CULTIVATED FIELD ABOUT 100 YARDS
 NH1247'SOUTHWEST.
 NH1247'
 NH1247'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 NH1247'TABLETS SET IN CONCRETE AS DESCRIBED.
 NH1247'
 NH1247'REFERENCE MARK 1 IS NORTHEAST OF THE STATION.  1/2 FOOT
 NH1247'WEST OF THE NORTH-SOUTH FENCE.  10 YDS. EAST OF THE OAK
 NH1247'TREE.  87.15 FEET NORTH OF REFERENCE MARK 2.  AND PROJECTS
 NH1247'2 INCHES.
 NH1247'
 NH1247'REFERENCE MARK 2 IS SOUTHEAST OF THE STATION.  1/2 FOOT
 NH1247'WEST OF THE NORTH-SOUTH FENCE.  10 YDS. SOUTH OF THE EAST-WEST
 NH1247'FENCE.  AND PROJECTS 3 INCHES.
 NH1247'
 NH1247'THE AZIMUTH MARK IS EAST OF THE STATION.  IN THE EAST
 NH1247'RIGHT-OF-WAY FENCE OF A NORTH-SOUTH ROAD.  60 YDS. SOUTH
 NH1247'OF A CROSSROADS.  AND PROJECTS 4 INCHES.
 NH1247'
 NH1247'TO REACH FROM THE JUNCTION OF U.S. 12 AND COUNTY H IN THE
 NH1247'SOUTH EDGE OF ELKHORN, GO SOUTH ON H 3.6 MILES, TURN EAST,
 NH1247'GO 0.5 MILE, TURN SOUTH THROUGH GATE AND GO ABOUT 150 YDS.
 NH1247'SOUTH THROUGH THE PASTURE TO THE STATION.
 NH1247'
 NH1247'LIGHTS 100 FEET ABOVE WEEKS AND 74 FEET ABOVE ELKHORN 1920
 NH1247'COME INTO VIEW 37 FEET ABOVE THIS STATION.
 NH1247'
 NH1247'LIGHTS 100 FEET ABOVE BAKER, TRYON, AND 490 COME INTO VIEW
 NH1247'30 FEET ABOVE THIS STATION.
 NH1247'
 NH1247'A LIGHT 100 FEET ABOVE KOLTZ COMES INTO VIEW 37 FEET ABOVE
 NH1247'THIS STATION.
 NH1247'
 NH1247'A LIGHT 100 FEET ABOVE YERKES COMES INTO VIEW 15 FEET ABOVE
 NH1247'THIS STATION.
 NH1247'
 NH1247'A LIGHT 100 FEET ABOVE DUNN R.M. 1920 IS VISIBLE FROM THE
 NH1247'GROUND AT THIS STATION.
 NH1247'
 NH1247'NO PROMINENT OBJECTS VISIBLE FROM THE GROUND.
 NH1247
 NH1247                          STATION RECOVERY (1957)
 NH1247
 NH1247'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1247'THE STATION, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 WERE
 NH1247'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE
 NH1247'DIRECTION TO ALL MARKS CHECKED BUT A DIFFERENCE OF 6 MILLIMETERS
 NH1247'SHORTER WAS FOUND IN THE DISTANCE TO REFERENCE MARK 1.  THE
 NH1247'DISTANCE TO REFERENCE MARK 2 CHECKED.  THE OAK TREE MENTIONED
 NH1247'IN THE ORIGINAL DESCRIPTION IS NO LONGER THERE.  COUNTY
 NH1247'HIGHWAY H IN THE OLD DESCRIPTION HAS BEEN CHANGED TO STATE
 NH1247'HIGHWAY 67.
 NH1247'
 NH1247'A COMPLETE NEW DESCRIPTION FOLLOWS--
 NH1247'
 NH1247'THE STATION IS ABOUT 3-1/2 MILES SOUTH OF ELKHORN, 0.4 MILE
 NH1247'EAST OF THE WILLIAMS BAY AIR FORCE STATION, IN THE SOUTHEAST
 NH1247'CORNER OF A PASTURE OWNED BY MRS. BELLE GATES.  IT IS 95 FEET
 NH1247'SOUTH OF A 20 INCH OAK TREE, 42 FEET WEST OF A WIRE FENCE AND
 NH1247'19 FEET NORTH OF A WIRE FENCE AND A WHITE WITNESS POST.  THE
 NH1247'MONUMENT IS FLUSH AND THE DISK IS STAMPED GATES 1935.
 NH1247'
 NH1247'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12
 NH1247'AND STATE HIGHWAY 67 IN THE SOUTH SIDE OF ELKHORN, GO SOUTH
 NH1247'ON HIGHWAY 67 FOR 3.6 MILES TO A SIDE ROAD LEFT AT THE NORTHWEST
 NH1247'CORNER OF THE WILLIAMS BAY AIR FORCE STATION.  TURN LEFT
 NH1247'AND GO EAST ON A PAVED ROAD FOR 0.5 MILE TO A STEEL GATE ON
 NH1247'THE RIGHT*.  PASS THROUGH THE GATE AND GO SOUTH FOR ABOUT
 NH1247'150 YARDS TO THE SOUTHEAST CORNER OF THE PASTURE AND THE
 NH1247'STATION.
 NH1247'
 NH1247'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO EAST ON THE
 NH1247'PAVED ROAD FOR 0.5 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 NH1247'
 NH1247'REFERENCE MARK 1 IS 1/2 FOOT WEST OF A WIRE FENCE, 54 FEET
 NH1247'SOUTHEAST OF THE 20 INCH OAK TREE AND 57 FEET NORTH OF A FENCE
 NH1247'CORNER.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 NH1247'STAMPED GATES NO 1 1957.
 NH1247'
 NH1247'REFERENCE MARK 2 IS 1/2 FOOT WEST OF A WIRE FENCE, 30 FEET
 NH1247'SOUTH OF A FENCE CORNER AND 43 FEET SOUTHEAST OF A WHITE
 NH1247'WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK
 NH1247'IS STAMPED GATES NO 2 1957.
 NH1247'
 NH1247'THE AZIMUTH MARK IS ON THE EAST EDGE OF THE ROAD RIGHT-OF-WAY,
 NH1247'179 FEET SOUTH OF THE CENTERLINE OF A PAVED ROAD, 23 FEET EAST OF
 NH1247'THE CENTERLINE OF A PAVED ROAD, 64 FEET SOUTH OF A POWER LINE
 NH1247'POLE, 5 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT WEST
 NH1247'OF A WIRE FENCE.  THE MONUMENT PROJECTS 6 INCHES AND THE
 NH1247'DISK IS STAMPED GATES 1935 AZIMUTH.
 NH1247'
 NH1247'NOTE--THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 NH1247'AZIMUTH.
 NH1247'
 NH1247'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON1102 ***********************************************************************
 ON1102  DESIGNATION -  GAYS
 ON1102  PID         -  ON1102
 ON1102  STATE/COUNTY-  WI/CRAWFORD
 ON1102  USGS QUAD   -  GAYS MILLS (1983)
 ON1102
 ON1102                         *CURRENT SURVEY CONTROL
 ON1102  ___________________________________________________________________
 ON1102* NAD 83(1991)-  43 19 12.98766(N)    090 49 34.70910(W)     ADJUSTED  
 ON1102* NAVD 88     -       350.     (meters)    1148.     (feet)  SCALED    
 ON1102  ___________________________________________________________________
 ON1102  LAPLACE CORR-          -7.35  (seconds)                    DEFLEC99
 ON1102  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 ON1102
 ON1102  HORZ ORDER  -  THIRD
 ON1102
 ON1102.The horizontal coordinates were established by classical geodetic methods
 ON1102.and adjusted by the National Geodetic Survey in March 1999..
 ON1102
 ON1102.The orthometric height was scaled from a topographic map.
 ON1102
 ON1102.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1102
 ON1102.The geoid height was determined by GEOID03.
 ON1102
 ON1102;                    North         East     Units Scale Factor Converg.
 ON1102;SPC WI S     -   147,001.704   532,978.601   MT  0.99993354   -0 34 03.9
 ON1102;SPC WI S     -   482,288.09  1,748,613.96   sFT  0.99993354   -0 34 03.9
 ON1102;UTM  15      - 4,798,676.087   676,253.592   MT  0.99998215   +1 29 30.1
 ON1102
 ON1102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1102!SPC WI S     -   0.99995026  x   0.99993354  =   0.99988380
 ON1102!UTM  15      -   0.99995026  x   0.99998215  =   0.99993241
 ON1102
 ON1102:                Primary Azimuth Mark                     Grid Az
 ON1102:SPC WI S     -  GAYS AZ MK                               062 47 57.3
 ON1102:UTM  15      -  GAYS AZ MK                               060 44 23.3
 ON1102
 ON1102|---------------------------------------------------------------------|
 ON1102| PID    Reference Object                     Distance      Geod. Az  |
 ON1102|                                                           dddmmss.s |
 ON1102| CI9611 GAYS AZ MK                                         0621353.4 |
 ON1102| CI9613 GAYS RM 2                           145.080 METERS 13402     |
 ON1102| ON1104 SENECA                              APPROX.14.1 KM 2394937.8 |
 ON1102| CI9612 GAYS RM 1                            15.292 METERS 35748     |
 ON1102|---------------------------------------------------------------------|
 ON1102
 ON1102                          SUPERSEDED SURVEY CONTROL
 ON1102
 ON1102  NAD 83(1991)-  43 19 12.98566(N)    090 49 34.71081(W) AD(       ) 3
 ON1102  NAD 83(1986)-  43 19 12.98056(N)    090 49 34.71034(W) AD(       ) 3
 ON1102  NAD 27      -  43 19 13.06160(N)    090 49 34.25730(W) AD(       ) 3
 ON1102
 ON1102.Superseded values are not recommended for survey control.
 ON1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1102.See file dsdata.txt to determine how the superseded data were derived.
 ON1102
 ON1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH7625498676(NAD 83)
 ON1102_MARKER: DS = TRIANGULATION STATION DISK
 ON1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1102
 ON1102  HISTORY     - Date     Condition        Report By
 ON1102  HISTORY     - 1958     MONUMENTED       CGS
 ON1102  HISTORY     - 20030606 MARK NOT FOUND   JCLS
 ON1102
 ON1102                          STATION DESCRIPTION
 ON1102
 ON1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 ON1102'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF GAYS MILLS
 ON1102'AND ABOUT 6 MILES SOUTH OF SOLDIERS GROVE, ON PROPERTY OWNED
 ON1102'AND OCCUPIED BY JAMES P. KEGEL.  PERMISSION OBTAINED.  IT IS IN
 ON1102'THE NE 1/4 OF SEC. 27, T-10-N, R-4-W.  IT IS 20 FEET SOUTH OF
 ON1102'THE CENTERLINE OF STATE HIGHWAY 171, 76 FEET EAST OF THE
 ON1102'CENTERLINE OF A GRAVEL DRIVEWAY AND 151 FEET WEST OF THE
 ON1102'WEST CORNER OF A FRAME BUILDING.  THE MONUMENT PROJECTS 3
 ON1102'INCHES AND THE DISK IS STAMPED GAYS 1958.
 ON1102'
 ON1102'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 171
 ON1102'AND STATE HIGHWAY 131, IN GAYS MILLS, GO EASTERLY ON STATE
 ON1102'HIGHWAY 171 FOR 1.5 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 ON1102'
 ON1102'TO REACH THE AZIMUTH MARK FROM THE STATION GO EASTERLY ON
 ON1102'STATE HIGHWAY FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT
 ON1102'AS DESCRIBED.
 ON1102'
 ON1102'REFERENCE MARK 1 IS 22 FEET NORTH OF THE CENTERLINE OF STATE
 ON1102'HIGHWAY 171, AND 70 FEET WEST OF THE CENTERLINE OF A GRAVEL
 ON1102'DRIVEWAY.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 ON1102'STAMPED GAYS NO 1 1958.
 ON1102'
 ON1102'REFERENCE MARK 2 IS 127 FEET SOUTHWEST OF THE WEST CORNER OF
 ON1102'A FRAME BUILDING, 88 FEET NORTH OF A POWER POLE AND 75 FEET
 ON1102'SOUTHWEST OF THE CENTERLINE OF A GRAVEL DRIVEWAY.  THE MONUMENT
 ON1102'IS FLUSH AND THE DISK IS STAMPED GAYS NO 2 1958.
 ON1102'
 ON1102'THE AZIMUTH MARK IS 21 FEET NORTH OF THE CENTERLINE OF STATE
 ON1102'HIGHWAY 171, 2 FEET WEST OF A WHITE WITNESS POST AND 72 FEET
 ON1102'NORTHWEST OF A GRAVEL DRIVEWAY.  THE MONUMENT IS FLUSH AND
 ON1102'THE DISK IS STAMPED GAYS 1958.
 ON1102'
 ON1102'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 ON1102
 ON1102                          STATION RECOVERY (2003)
 ON1102
 ON1102'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 ON1102'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0615 ***********************************************************************
 PN0615  DESIGNATION -  GB 1 A
 PN0615  PID         -  PN0615
 PN0615  STATE/COUNTY-  WI/BROWN
 PN0615  USGS QUAD   -  GREEN BAY WEST (1992)
 PN0615
 PN0615                         *CURRENT SURVEY CONTROL
 PN0615  ___________________________________________________________________
 PN0615* NAD 83(1986)-  44 30 59.     (N)    088 00 54.     (W)     SCALED    
 PN0615* NAVD 88     -       178.964  (meters)     587.15   (feet)  ADJUSTED  
 PN0615  ___________________________________________________________________
 PN0615  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 PN0615  DYNAMIC HT  -         178.941 (meters)     587.08  (feet)  COMP
 PN0615  MODELED GRAV-     980,489.1   (mgal)                       NAVD 88
 PN0615
 PN0615  VERT ORDER  -  FIRST     CLASS 0
 PN0615
 PN0615.The horizontal coordinates were scaled from a topographic map and have
 PN0615.an estimated accuracy of +/- 6 seconds.
 PN0615
 PN0615.The orthometric height was determined by differential leveling
 PN0615.and adjusted by the National Geodetic Survey in June 1991..
 PN0615
 PN0615.The geoid height was determined by GEOID03.
 PN0615
 PN0615.The dynamic height is computed by dividing the NAVD 88
 PN0615.geopotential number by the normal gravity value computed on the
 PN0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0615.degrees latitude (g = 980.6199 gals.).
 PN0615
 PN0615.The modeled gravity was interpolated from observed gravity values.
 PN0615
 PN0615;                    North         East    Units  Estimated Accuracy
 PN0615;SPC WI C     -    77,830.      757,800.      MT  (+/- 180 meters Scaled)
 PN0615
 PN0615                          SUPERSEDED SURVEY CONTROL
 PN0615
 PN0615.No superseded survey control is available for this station.
 PN0615
 PN0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ193297(NAD 83)
 PN0615_MARKER: DB = BENCH MARK DISK
 PN0615_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PN0615_SP_SET: ABUTMENT
 PN0615_STAMPING: GB 1 A 1974
 PN0615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0615
 PN0615  HISTORY     - Date     Condition        Report By
 PN0615  HISTORY     - 1974     MONUMENTED       NOS
 PN0615  HISTORY     - 1985     MARK NOT FOUND   NGS
 PN0615  HISTORY     - 19940510 MARK NOT FOUND   WI-009
 PN0615  HISTORY     - 20021031 MARK NOT FOUND   USPSQD
 PN0615  HISTORY     - 20040706 MARK NOT FOUND   USPSQD
 PN0615  HISTORY     - 20050803 MARK NOT FOUND   WIDT
 PN0615
 PN0615                          STATION DESCRIPTION
 PN0615
 PN0615'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0615'IN GREEN BAY.
 PN0615'IN GREEN BAY, ON THE EAST SIDE OF THE FOX RIVER, ON THE ABUTMENT
 PN0615'SUPPORT LEADING TO THE MAIN STREET BRIDGE, 83.8 FT. SOUTHEAST OF
 PN0615'ABUTMENT AT WATERS EDGE, 17.4 FT. NORTHWEST OF NORTHWEST CORNER OF
 PN0615'THE PRANGE DEPARTMENT STORE, 12.1 FT. SOUTH OF THE SOUTH CURB OF MAIN
 PN0615'STREET, 10.2 FT. SOUTH OF CENTER OF FIRE HYRANT, 8.2 FT. SOUTH OF AN
 PN0615'8 INCH METAL LIGHT POLE, 1.6 FT. NORTH OF SOUTH EDGE, 1.3 FT. SOUTH OF
 PN0615'NORTH EDGE AND SET 0.6 FT. WEST OF EAST EDGE OF ABUTMENT.
 PN0615
 PN0615                          STATION RECOVERY (1985)
 PN0615
 PN0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0615'MARK NOT FOUND.
 PN0615
 PN0615                          STATION RECOVERY (1994)
 PN0615
 PN0615'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0615'MARK NOT FOUND.
 PN0615
 PN0615                          STATION RECOVERY (2002)
 PN0615
 PN0615'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0615'THE OLD BRIDGE AND SURROUNDING AREA HAVE BEEN RELACED BY A NEW BRIDGE
 PN0615'AND PARK AREA.
 PN0615
 PN0615                          STATION RECOVERY (2004)
 PN0615
 PN0615'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWS)
 PN0615'MARK NOT FOUND.
 PN0615
 PN0615                          STATION RECOVERY (2005)
 PN0615
 PN0615'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0615'NOT FOUND.  ADD--THE BRIDGE HAS BEEN REPLACED SINCE THE STATION WAS
 PN0615'SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0074 ***********************************************************************
 PN0074  DESIGNATION -  GB 2
 PN0074  PID         -  PN0074
 PN0074  STATE/COUNTY-  WI/BROWN
 PN0074  USGS QUAD   -  GREEN BAY WEST (1992)
 PN0074
 PN0074                         *CURRENT SURVEY CONTROL
 PN0074  ___________________________________________________________________
 PN0074* NAD 83(1986)-  44 30 29.     (N)    088 00 54.     (W)     SCALED    
 PN0074* NAVD 88     -       179.960  (meters)     590.42   (feet)  ADJUSTED  
 PN0074  ___________________________________________________________________
 PN0074  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 PN0074  DYNAMIC HT  -         179.938 (meters)     590.35  (feet)  COMP
 PN0074  MODELED GRAV-     980,487.9   (mgal)                       NAVD 88
 PN0074
 PN0074  VERT ORDER  -  FIRST     CLASS 0
 PN0074
 PN0074.The horizontal coordinates were scaled from a topographic map and have
 PN0074.an estimated accuracy of +/- 6 seconds.
 PN0074
 PN0074.The orthometric height was determined by differential leveling
 PN0074.and adjusted by the National Geodetic Survey in June 1991..
 PN0074.WARNING-Repeat measurements at this control monument indicate possible
 PN0074.vertical movement.
 PN0074
 PN0074.The geoid height was determined by GEOID03.
 PN0074
 PN0074.The dynamic height is computed by dividing the NAVD 88
 PN0074.geopotential number by the normal gravity value computed on the
 PN0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0074.degrees latitude (g = 980.6199 gals.).
 PN0074
 PN0074.The modeled gravity was interpolated from observed gravity values.
 PN0074
 PN0074;                    North         East    Units  Estimated Accuracy
 PN0074;SPC WI C     -    76,900.      757,820.      MT  (+/- 180 meters Scaled)
 PN0074
 PN0074                          SUPERSEDED SURVEY CONTROL
 PN0074
 PN0074.No superseded survey control is available for this station.
 PN0074
 PN0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ193288(NAD 83)
 PN0074_MARKER: DD = SURVEY DISK
 PN0074_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PN0074_SP_SET: FIRE STATION BRICK WALL
 PN0074_STAMPING: GB 2 1943
 PN0074_MARK LOGO: USLS  
 PN0074_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0074_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0074+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2005
 PN0074
 PN0074  HISTORY     - Date     Condition        Report By
 PN0074  HISTORY     - 1943     MONUMENTED       USLS
 PN0074  HISTORY     - 1972     GOOD             NGS
 PN0074  HISTORY     - 1974     GOOD             NOS
 PN0074  HISTORY     - 1985     GOOD             NGS
 PN0074  HISTORY     - 1985     GOOD             NGS
 PN0074  HISTORY     - 19940504 GOOD             WI-009
 PN0074  HISTORY     - 20010331 GOOD             NGS
 PN0074  HISTORY     - 20021031 GOOD             USPSQD
 PN0074  HISTORY     - 20040606 GOOD             USPSQD
 PN0074  HISTORY     - 20050621 GOOD             USPSQD
 PN0074  HISTORY     - 20050803 GOOD             WIDT
 PN0074
 PN0074                          STATION DESCRIPTION
 PN0074
 PN0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PN0074'AT GREEN BAY.
 PN0074'AT GREEN BAY, 0.1 MILE NORTHEAST ALONG MASON AND WASHINGTON STREET
 PN0074'FROM THE EAST END OF THE MASON STREET BRIDGE OVER THE FOX RIVER,
 PN0074'IN A TRIANGLE FORMED BY THE JUNCTION OF ADAMS, WASHINGTON AND
 PN0074'CHICAGO STREET, SET VERTICALLY IN THE WEST FACE AND AT THE SOUTHWEST
 PN0074'CORNER OF A BRICK FIRE STATION BUILDING, 13.9 FEET EAST OF THE
 PN0074'EAST CURB OF WASHINGTON STREET, 3.6 FEET NORTH OF THE SOUTHWEST
 PN0074'CORNER OF THE BUILDING AND 3.3 FEET ABOVE THE LEVEL OF THE GROUND.
 PN0074
 PN0074                          STATION RECOVERY (1974)
 PN0074
 PN0074'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1974
 PN0074'RECOVERED IN GOOD CONDITION.
 PN0074
 PN0074                          STATION RECOVERY (1985)
 PN0074
 PN0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0074'RECOVERED IN GOOD CONDITION.
 PN0074
 PN0074                          STATION RECOVERY (1985)
 PN0074
 PN0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0074'RECOVERED IN GOOD CONDITION.
 PN0074
 PN0074                          STATION RECOVERY (1994)
 PN0074
 PN0074'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0074'RECOVERED AS DESCRIBED.
 PN0074
 PN0074                          STATION RECOVERY (2001)
 PN0074
 PN0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PN0074'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PN0074
 PN0074                          STATION RECOVERY (2002)
 PN0074
 PN0074'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0074'RECOVERED IN GOOD CONDITION.
 PN0074
 PN0074                          STATION RECOVERY (2004)
 PN0074
 PN0074'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWS)
 PN0074'RECOVERED IN GOOD CONDITION.
 PN0074
 PN0074                          STATION RECOVERY (2005)
 PN0074
 PN0074'RECOVERY NOTE BY US POWER SQUADRON 2005 (RWS)
 PN0074'RECOVERED IN GOOD CONDITION.
 PN0074
 PN0074                          STATION RECOVERY (2005)
 PN0074
 PN0074'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0074'RECOVERED AS DESCRIBED IN GOOD CONDITION.  ADD FOR LOCATING THE
 PN0074'STATION USE HAND HELD ACQUIRED LATITUDE N44 30  32 , AND LONGITUDE W88
 PN0074'01  07 .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0616 ***********************************************************************
 PN0616  DESIGNATION -  GB 2 A
 PN0616  PID         -  PN0616
 PN0616  STATE/COUNTY-  WI/BROWN
 PN0616  USGS QUAD   -  DE PERE (1992)
 PN0616
 PN0616                         *CURRENT SURVEY CONTROL
 PN0616  ___________________________________________________________________
 PN0616* NAD 83(1986)-  44 29 35.     (N)    088 01 06.     (W)     SCALED    
 PN0616* NAVD 88     -       180.166  (meters)     591.09   (feet)  ADJUSTED  
 PN0616  ___________________________________________________________________
 PN0616  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PN0616  DYNAMIC HT  -         180.143 (meters)     591.02  (feet)  COMP
 PN0616  MODELED GRAV-     980,490.5   (mgal)                       NAVD 88
 PN0616
 PN0616  VERT ORDER  -  FIRST     CLASS 0
 PN0616
 PN0616.The horizontal coordinates were scaled from a topographic map and have
 PN0616.an estimated accuracy of +/- 6 seconds.
 PN0616
 PN0616.The orthometric height was determined by differential leveling
 PN0616.and adjusted by the National Geodetic Survey in June 1991..
 PN0616
 PN0616.The geoid height was determined by GEOID03.
 PN0616
 PN0616.The dynamic height is computed by dividing the NAVD 88
 PN0616.geopotential number by the normal gravity value computed on the
 PN0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0616.degrees latitude (g = 980.6199 gals.).
 PN0616
 PN0616.The modeled gravity was interpolated from observed gravity values.
 PN0616
 PN0616;                    North         East    Units  Estimated Accuracy
 PN0616;SPC WI C     -    75,230.      757,600.      MT  (+/- 180 meters Scaled)
 PN0616
 PN0616                          SUPERSEDED SURVEY CONTROL
 PN0616
 PN0616.No superseded survey control is available for this station.
 PN0616
 PN0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ190271(NAD 83)
 PN0616_MARKER: DB = BENCH MARK DISK
 PN0616_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PN0616_SP_SET: BRIDGE PILLAR
 PN0616_STAMPING: GB 2A 1974
 PN0616_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0616_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0616+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2005
 PN0616
 PN0616  HISTORY     - Date     Condition        Report By
 PN0616  HISTORY     - 1974     MONUMENTED       NOS
 PN0616  HISTORY     - 19940525 GOOD             WI-009
 PN0616  HISTORY     - 20021116 GOOD             USPSQD
 PN0616  HISTORY     - 20040621 GOOD             USPSQD
 PN0616  HISTORY     - 20050621 GOOD             USPSQD
 PN0616  HISTORY     - 20050808 GOOD             WIDT
 PN0616
 PN0616                          STATION DESCRIPTION
 PN0616
 PN0616'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0616'IN GREEN BAY.
 PN0616'IN GREENBAY, ON THE EAST SIDE OF THE FOX RIVER, 1.5 MILE SOUTH ALONG
 PN0616'WISCONSIN HIGHWAY 57 RIVERSIDE DRIVE FROM THE WALNUT ST. BRIDGE, ON
 PN0616'THE NORTH FACE OF THE NO. U-103-1/2 BRIDGE ABUTMENT OF THE CHICAGO AND
 PN0616'NORTHWESTERN RAILWAY AND WISCONSIN HIGHWAY 57 RIVERSIDE DRIVE OVERPASS
 PN0616'33.2 FT. WEST OF THE MOST WESTERLY RAIL OF THE TRACKS, 25 FT. NORTH
 PN0616'OF THE SOUTHEAST CORNER OF ABUTMENT, 24.5 FT. SOUTHWEST OF U.P. NO.
 PN0616'129 DD42, 18.5 FT. SOUTHWEST OF U.P. NO. 129 HH42, 0.7 FT. WEST OF THE
 PN0616'NORTHWEST CORNER OF ABUTMENT, 4-1/2 FT. ABOVE THE GROUND, BEING
 PN0616'HORIZONTAL LINE OF CROSS AT CENTER OF BRONZE DISC SET INTO THE
 PN0616'MASONRY.
 PN0616
 PN0616                          STATION RECOVERY (1994)
 PN0616
 PN0616'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0616'RECOVERED AS DESCRIBED.
 PN0616
 PN0616                          STATION RECOVERY (2002)
 PN0616
 PN0616'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0616'RECOVERED IN GOOD CONDITION.
 PN0616
 PN0616                          STATION RECOVERY (2004)
 PN0616
 PN0616'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWS)
 PN0616'NORTH/SOUTH RAILROAD TRACKS HAVE BEEN REPLACED BY WALKING/RUNNING
 PN0616'BLACKTOPPED TRAIL. MARK IS CLEARLY VISIBLE ON THE NORTH SIDE OF FIRST
 PN0616'COLUMN WEST OF THE TRAIL SUPPORTING THE OVERHEAD RAILROAD TRACKS.
 PN0616
 PN0616                          STATION RECOVERY (2005)
 PN0616
 PN0616'RECOVERY NOTE BY US POWER SQUADRON 2005 (RWS)
 PN0616'RECOVERED IN GOOD CONDITION.
 PN0616
 PN0616                          STATION RECOVERY (2005)
 PN0616
 PN0616'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0616'RECOVERED AS DESCRIBED IN GOOD CONDITION.  ADD FOR LOCATING PURPOSES
 PN0616'USE NEW HAND HELD GPS ACQUIRED LONGITUDE OF W88 01  18 .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0617 ***********************************************************************
 PN0617  DESIGNATION -  GB 3
 PN0617  PID         -  PN0617
 PN0617  STATE/COUNTY-  WI/BROWN
 PN0617  USGS QUAD   -  DE PERE (1992)
 PN0617
 PN0617                         *CURRENT SURVEY CONTROL
 PN0617  ___________________________________________________________________
 PN0617* NAD 83(1986)-  44 28 59.     (N)    088 01 48.     (W)     SCALED    
 PN0617* NAVD 88     -       186.003  (meters)     610.24   (feet)  ADJUSTED  
 PN0617  ___________________________________________________________________
 PN0617  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PN0617  DYNAMIC HT  -         185.979 (meters)     610.17  (feet)  COMP
 PN0617  MODELED GRAV-     980,488.5   (mgal)                       NAVD 88
 PN0617
 PN0617  VERT ORDER  -  FIRST     CLASS 0
 PN0617
 PN0617.The horizontal coordinates were scaled from a topographic map and have
 PN0617.an estimated accuracy of +/- 6 seconds.
 PN0617
 PN0617.The orthometric height was determined by differential leveling
 PN0617.and adjusted by the National Geodetic Survey in June 1991..
 PN0617
 PN0617.The geoid height was determined by GEOID03.
 PN0617
 PN0617.The dynamic height is computed by dividing the NAVD 88
 PN0617.geopotential number by the normal gravity value computed on the
 PN0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0617.degrees latitude (g = 980.6199 gals.).
 PN0617
 PN0617.The modeled gravity was interpolated from observed gravity values.
 PN0617
 PN0617;                    North         East    Units  Estimated Accuracy
 PN0617;SPC WI C     -    74,100.      756,700.      MT  (+/- 180 meters Scaled)
 PN0617
 PN0617                          SUPERSEDED SURVEY CONTROL
 PN0617
 PN0617.No superseded survey control is available for this station.
 PN0617
 PN0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ180260(NAD 83)
 PN0617_MARKER: DB = BENCH MARK DISK
 PN0617_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PN0617_SP_SET: BUILDING
 PN0617_STAMPING: GB 3 1943
 PN0617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0617
 PN0617  HISTORY     - Date     Condition        Report By
 PN0617  HISTORY     - 1943     MONUMENTED       USLS
 PN0617  HISTORY     - 1974     GOOD             NOS
 PN0617  HISTORY     - 19940511 MARK NOT FOUND   WI-009
 PN0617  HISTORY     - 20010331 MARK NOT FOUND   NGS
 PN0617  HISTORY     - 20031214 MARK NOT FOUND   USPSQD
 PN0617  HISTORY     - 20040710 MARK NOT FOUND   USPSQD
 PN0617  HISTORY     - 20050808 MARK NOT FOUND   WIDT
 PN0617
 PN0617                          STATION DESCRIPTION
 PN0617
 PN0617'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0617'2.3 MI SOUTH FROM GREEN BAY.
 PN0617'2.3 MILES SOUGHT OF THE WALNUT STREET BRIDGE IN GREEN BAY ALONG
 PN0617'WISCONSIN HIGHWAY 57 RIVERSIDE DRIVE, EAST OF THE FOX RIVER, 37 FT.
 PN0617'WEST OF THE CENTERLINE OF HIGHWAY, 0.7 FT. WEST OF THE NORTHEAST
 PN0617'CORNER OF STUCCO OVER BRICK BUILDING OWNED BY THE REIMERS MEAT
 PN0617'PRODUCTS, INC., SET VERTICALLY INTO THE INNER BRICK WALL AND PROTECTED
 PN0617'BY A 3-3/4 INCH DIAMETER PIPE PROTRUDING 2-1/2 INCHES FROM THE OUTER
 PN0617'WALL.
 PN0617
 PN0617                          STATION RECOVERY (1994)
 PN0617
 PN0617'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0617'MARK NOT FOUND.
 PN0617
 PN0617                          STATION RECOVERY (2001)
 PN0617
 PN0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PN0617'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PN0617
 PN0617                          STATION RECOVERY (2003)
 PN0617
 PN0617'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0617'MARK NOT FOUND.
 PN0617
 PN0617                          STATION RECOVERY (2004)
 PN0617
 PN0617'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWS)
 PN0617'INDENTATION IN WALL MAY BE THE MARK UNDER STUCCO BUT CAN'T CHIP OUT
 PN0617'THE STUCCO. LOCATION OF INDENTATION IS RIGHT WITH DESCRIPTION.
 PN0617
 PN0617                          STATION RECOVERY (2005)
 PN0617
 PN0617'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0617'NOT FOUND.  ADD--THE DIMENSIONS FROM THE ORIGINAL DESCRIPTION LEAD TO
 PN0617'A STUCCO COVERED AREA, NO EVIDENCE OF AN INDENTATION WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0618 ***********************************************************************
 PN0618  DESIGNATION -  GB 4
 PN0618  PID         -  PN0618
 PN0618  STATE/COUNTY-  WI/BROWN
 PN0618  USGS QUAD   -  DE PERE (1992)
 PN0618
 PN0618                         *CURRENT SURVEY CONTROL
 PN0618  ___________________________________________________________________
 PN0618* NAD 83(1986)-  44 28 17.     (N)    088 02 14.     (W)     SCALED    
 PN0618* NAVD 88     -       186.942  (meters)     613.33   (feet)  ADJUSTED  
 PN0618  ___________________________________________________________________
 PN0618  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PN0618  DYNAMIC HT  -         186.918 (meters)     613.25  (feet)  COMP
 PN0618  MODELED GRAV-     980,486.4   (mgal)                       NAVD 88
 PN0618
 PN0618  VERT ORDER  -  FIRST     CLASS 0
 PN0618
 PN0618.The horizontal coordinates were scaled from a topographic map and have
 PN0618.an estimated accuracy of +/- 6 seconds.
 PN0618
 PN0618.The orthometric height was determined by differential leveling
 PN0618.and adjusted by the National Geodetic Survey in June 1991..
 PN0618
 PN0618.The geoid height was determined by GEOID03.
 PN0618
 PN0618.The dynamic height is computed by dividing the NAVD 88
 PN0618.geopotential number by the normal gravity value computed on the
 PN0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0618.degrees latitude (g = 980.6199 gals.).
 PN0618
 PN0618.The modeled gravity was interpolated from observed gravity values.
 PN0618
 PN0618;                    North         East    Units  Estimated Accuracy
 PN0618;SPC WI C     -    72,790.      756,160.      MT  (+/- 180 meters Scaled)
 PN0618
 PN0618                          SUPERSEDED SURVEY CONTROL
 PN0618
 PN0618.No superseded survey control is available for this station.
 PN0618
 PN0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ175247(NAD 83)
 PN0618_MARKER: DB = BENCH MARK DISK
 PN0618_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PN0618_SP_SET: BUILDING
 PN0618_STAMPING: GB 4 1943
 PN0618_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0618_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0618+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2005
 PN0618
 PN0618  HISTORY     - Date     Condition        Report By
 PN0618  HISTORY     - 1943     MONUMENTED       USLS
 PN0618  HISTORY     - 1974     GOOD             NOS
 PN0618  HISTORY     - 19940511 GOOD             WI-009
 PN0618  HISTORY     - 20010331 GOOD             NGS
 PN0618  HISTORY     - 20021031 GOOD             USPSQD
 PN0618  HISTORY     - 20040622 GOOD             USPSQD
 PN0618  HISTORY     - 20050622 GOOD             USPSQD
 PN0618  HISTORY     - 20050808 GOOD             WIDT
 PN0618
 PN0618                          STATION DESCRIPTION
 PN0618
 PN0618'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0618'2.9 MI SOUTH FROM GREEN BAY.
 PN0618'2.9 MILES SOUTH ALONG WISCONSIN HIGHWAY 57 FROM THE INTERSECTION OF
 PN0618'WALNUT STREET AND MONROE AVENUE IN GREEN BAY, 1.9 MILES NORTH OF
 PN0618'THE INTERSECTION OF JAMES STREET AND WISCONSIN HIGHWAY 57 IN DEPERE
 PN0618'ALONG WISCONSIN HIGHWAY 57, ON THE EAST SIDE OF THE FOX RIVER, SET
 PN0618'VERTICALLY IN THE WEST FACE OF THE ADMINISTRATION BUILDING OF THE
 PN0618'WISCONSIN STATE REFORMATORY, 23.1 FT. SOUTHEAST OF THE EAST CURB OF
 PN0618'DRIVE AT ENTRANCE TO BUILDING, 22.1 FT. SOUTH OF THE NORTHWEST CORNER,
 PN0618'JUST NORTH OF THE PORCH, 2.5 FT. ABOVE THE GROUND.
 PN0618
 PN0618                          STATION RECOVERY (1994)
 PN0618
 PN0618'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0618'RECOVERED AS DESCRIBED.
 PN0618
 PN0618                          STATION RECOVERY (2001)
 PN0618
 PN0618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PN0618'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PN0618
 PN0618                          STATION RECOVERY (2002)
 PN0618
 PN0618'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0618'THE WI REFORMATORY ADMINISTRATION BUILDING IS 0.2 MILE SOUTH OF
 PN0618'HIGHWAY 172 OVERPASS ON THE EAST SIDE OF HIGHWAY 57.
 PN0618
 PN0618                          STATION RECOVERY (2004)
 PN0618
 PN0618'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWS)
 PN0618'RECOVERED IN GOOD CONDITION.
 PN0618
 PN0618                          STATION RECOVERY (2005)
 PN0618
 PN0618'RECOVERY NOTE BY US POWER SQUADRON 2005 (RWS)
 PN0618'RECOVERED IN GOOD CONDITION.
 PN0618
 PN0618                          STATION RECOVERY (2005)
 PN0618
 PN0618'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0618'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0620 ***********************************************************************
 PN0620  DESIGNATION -  GB 5
 PN0620  PID         -  PN0620
 PN0620  STATE/COUNTY-  WI/BROWN
 PN0620  USGS QUAD   -  DE PERE (1992)
 PN0620
 PN0620                         *CURRENT SURVEY CONTROL
 PN0620  ___________________________________________________________________
 PN0620* NAD 83(1986)-  44 27 05.     (N)    088 03 36.     (W)     SCALED    
 PN0620* NAVD 88     -       186.613  (meters)     612.25   (feet)  ADJUSTED  
 PN0620  ___________________________________________________________________
 PN0620  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PN0620  DYNAMIC HT  -         186.588 (meters)     612.16  (feet)  COMP
 PN0620  MODELED GRAV-     980,482.8   (mgal)                       NAVD 88
 PN0620
 PN0620  VERT ORDER  -  FIRST     CLASS 0
 PN0620
 PN0620.The horizontal coordinates were scaled from a topographic map and have
 PN0620.an estimated accuracy of +/- 6 seconds.
 PN0620
 PN0620.The orthometric height was determined by differential leveling
 PN0620.and adjusted by the National Geodetic Survey in June 1991..
 PN0620
 PN0620.The geoid height was determined by GEOID03.
 PN0620
 PN0620.The dynamic height is computed by dividing the NAVD 88
 PN0620.geopotential number by the normal gravity value computed on the
 PN0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0620.degrees latitude (g = 980.6199 gals.).
 PN0620
 PN0620.The modeled gravity was interpolated from observed gravity values.
 PN0620
 PN0620;                    North         East    Units  Estimated Accuracy
 PN0620;SPC WI C     -    70,520.      754,400.      MT  (+/- 180 meters Scaled)
 PN0620
 PN0620                          SUPERSEDED SURVEY CONTROL
 PN0620
 PN0620.No superseded survey control is available for this station.
 PN0620
 PN0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ156225(NAD 83)
 PN0620_MARKER: DB = BENCH MARK DISK
 PN0620_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PN0620_SP_SET: BUILDING
 PN0620_STAMPING: GB 5 1943
 PN0620_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0620_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0620+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2005
 PN0620
 PN0620  HISTORY     - Date     Condition        Report By
 PN0620  HISTORY     - 1943     MONUMENTED       USLS
 PN0620  HISTORY     - 1974     GOOD             NOS
 PN0620  HISTORY     - 19940511 GOOD             WI-009
 PN0620  HISTORY     - 20030607 GOOD             USPSQD
 PN0620  HISTORY     - 20030812 GOOD             WIDT
 PN0620  HISTORY     - 20041205 GOOD             USPSQD
 PN0620  HISTORY     - 20050808 GOOD             WIDT
 PN0620
 PN0620                          STATION DESCRIPTION
 PN0620
 PN0620'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0620'IN DEPERE.
 PN0620'IN DEPERE, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF N. BROADWAY
 PN0620'AND WILLIAM STREET, SET VERTICALLY IN THE NORTH FACE OF A BUILDING AT
 PN0620'233 N. BROADWAY OCCUPIED BY THE C.A. LAWTON COMPANY, 31 FT. SOUTH OF
 PN0620'THE CENTERLINE OF WILLIAM STREET, 14.6 FT. EAST OF A SPRINKLER
 PN0620'CONNECTION PROTRUDING FROM THE WALL, 2-3/4 FT. ABOVE THE SIDEWALK, AND
 PN0620'1.0 FT. WEST OF THE NORTHEAST CORNER OF THE BUILDING.
 PN0620
 PN0620                          STATION RECOVERY (1994)
 PN0620
 PN0620'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0620'RECOVERED AS DESCRIBED.
 PN0620
 PN0620                          STATION RECOVERY (2003)
 PN0620
 PN0620'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0620'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 3.6 FEET ABOVE THE
 PN0620'SIDEWALK LEVEL.
 PN0620
 PN0620                          STATION RECOVERY (2003)
 PN0620
 PN0620'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (GRS)
 PN0620'RECOVERED IN GOOD CONDITION.  THE STATION IS A U.S. LAKE SURVEY DISK
 PN0620'STAMPED GB 5  1943  MCY.
 PN0620
 PN0620                          STATION RECOVERY (2004)
 PN0620
 PN0620'RECOVERY NOTE BY US POWER SQUADRON 2004 (DLB)
 PN0620' 
 PN0620'RECOVERED IN GOOD CONDITION.  ADD -- SMALL ORANGE X IS PAINTED ON THE
 PN0620'TOP HALF OF THE MONUMENT.
 PN0620' 
 PN0620' 
 PN0620' 
 PN0620' 
 PN0620' 
 PN0620' 
 PN0620' 
 PN0620
 PN0620                          STATION RECOVERY (2005)
 PN0620
 PN0620'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0620'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0623 ***********************************************************************
 PN0623  DESIGNATION -  GB 6
 PN0623  PID         -  PN0623
 PN0623  STATE/COUNTY-  WI/BROWN
 PN0623  USGS QUAD   -  DE PERE (1992)
 PN0623
 PN0623                         *CURRENT SURVEY CONTROL
 PN0623  ___________________________________________________________________
 PN0623* NAD 83(1986)-  44 26 59.     (N)    088 03 48.     (W)     SCALED    
 PN0623* NAVD 88     -       180.653  (meters)     592.69   (feet)  ADJUSTED  
 PN0623  ___________________________________________________________________
 PN0623  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PN0623  DYNAMIC HT  -         180.629 (meters)     592.61  (feet)  COMP
 PN0623  MODELED GRAV-     980,482.6   (mgal)                       NAVD 88
 PN0623
 PN0623  VERT ORDER  -  FIRST     CLASS 0
 PN0623
 PN0623.The horizontal coordinates were scaled from a topographic map and have
 PN0623.an estimated accuracy of +/- 6 seconds.
 PN0623
 PN0623.The orthometric height was determined by differential leveling
 PN0623.and adjusted by the National Geodetic Survey in June 1991..
 PN0623
 PN0623.The geoid height was determined by GEOID03.
 PN0623
 PN0623.The dynamic height is computed by dividing the NAVD 88
 PN0623.geopotential number by the normal gravity value computed on the
 PN0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0623.degrees latitude (g = 980.6199 gals.).
 PN0623
 PN0623.The modeled gravity was interpolated from observed gravity values.
 PN0623
 PN0623;                    North         East    Units  Estimated Accuracy
 PN0623;SPC WI C     -    70,330.      754,140.      MT  (+/- 180 meters Scaled)
 PN0623
 PN0623                          SUPERSEDED SURVEY CONTROL
 PN0623
 PN0623.No superseded survey control is available for this station.
 PN0623
 PN0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ153223(NAD 83)
 PN0623_MARKER: DB = BENCH MARK DISK
 PN0623_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 PN0623_SP_SET: DAM LOCK
 PN0623_STAMPING: GB 6 1943 CED PL 7
 PN0623_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0623+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 PN0623
 PN0623  HISTORY     - Date     Condition        Report By
 PN0623  HISTORY     - 1943     MONUMENTED       USLS
 PN0623  HISTORY     - 1974     GOOD             NOS
 PN0623  HISTORY     - 19940526 GOOD             WI-009
 PN0623  HISTORY     - 19991105 GOOD             USPSQD
 PN0623  HISTORY     - 20030607 GOOD             USPSQD
 PN0623  HISTORY     - 20040622 GOOD             USPSQD
 PN0623  HISTORY     - 20050620 GOOD             USPSQD
 PN0623  HISTORY     - 20050809 GOOD             WIDT
 PN0623
 PN0623                          STATION DESCRIPTION
 PN0623
 PN0623'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0623'IN DEPERE.
 PN0623'IN DEPERE, 0.1 MILE WEST ALONG ROAD LEADING TO LOCKS FROM THE
 PN0623'INTERSECTION OF JAMES AND NORTH FRONT STREETS, SET ON NORTHEAST SIDE
 PN0623'OF THE CONCRETE CANAL, SOUTHERLY OF THE NAVIGATION LOCK, 24 FT. SOUTH
 PN0623'OF HINGE OF THE UPPER GATE, 1.5 FT. SOUTH OF ANGLE OF THE GATE RECESS,
 PN0623'1.5 FT. EAST OF THE WEST FACE OF CANAL WALL.
 PN0623
 PN0623                          STATION RECOVERY (1994)
 PN0623
 PN0623'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0623'DESCRIPTION GOOD.  WARNING CED PL 7 IS STAMPED ON THE DISK WHEN THE
 PN0623'ACTUAL MARK FOR CED PL 7 IS ON THE OTHER SIDE OF THE LOCK.
 PN0623
 PN0623                          STATION RECOVERY (1999)
 PN0623
 PN0623'RECOVERY NOTE BY US POWER SQUADRON 1999
 PN0623'RECOVERED IN GOOD CONDITION.
 PN0623
 PN0623                          STATION RECOVERY (2003)
 PN0623
 PN0623'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0623'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS NEAR THE SOUTH END
 PN0623'OF THE EASTERN LOCK WALL, ABOUT 30 FEET SOUTH OF THE SOUTHERN GATE
 PN0623'HINGE, 13.5 FEET SOUTHWEST OF THE SOUTHERN GATE TURN STILE.
 PN0623
 PN0623                          STATION RECOVERY (2004)
 PN0623
 PN0623'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWS)
 PN0623'RECOVERED IN GOOD CONDITION.
 PN0623
 PN0623                          STATION RECOVERY (2005)
 PN0623
 PN0623'RECOVERY NOTE BY US POWER SQUADRON 2005 (RWS)
 PN0623'MARKED GB 6 AND ALSO CED PL.
 PN0623
 PN0623                          STATION RECOVERY (2005)
 PN0623
 PN0623'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0623'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1237 ***********************************************************************
 OM1237  DESIGNATION -  GENE 2
 OM1237  PID         -  OM1237
 OM1237  STATE/COUNTY-  WI/DANE
 OM1237  USGS QUAD   -  MADISON WEST (1983)
 OM1237
 OM1237                         *CURRENT SURVEY CONTROL
 OM1237  ___________________________________________________________________
 OM1237* NAD 83(1991)-  43 00 55.44687(N)    089 25 54.55765(W)     ADJUSTED  
 OM1237* NAVD 88     -       282.1    (meters)     926.     (feet)  VERTCON   
 OM1237  ___________________________________________________________________
 OM1237  X           -      46,319.284 (meters)                     COMP
 OM1237  Y           -  -4,670,737.877 (meters)                     COMP
 OM1237  Z           -   4,328,922.164 (meters)                     COMP
 OM1237  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 OM1237  ELLIP HEIGHT-         248.00  (meters)          (10/21/99) GPS OBS
 OM1237  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 OM1237
 OM1237  HORZ ORDER  -  SECOND
 OM1237  ELLP ORDER  -  FOURTH    CLASS I
 OM1237
 OM1237.The horizontal coordinates were established by GPS observations
 OM1237.and adjusted by the National Geodetic Survey in November 1991..
 OM1237
 OM1237.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM1237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM1237
 OM1237.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1237
 OM1237.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1237
 OM1237.The ellipsoidal height was determined by GPS observations
 OM1237.and is referenced to NAD 83.
 OM1237
 OM1237.The geoid height was determined by GEOID03.
 OM1237
 OM1237;                    North         East     Units Scale Factor Converg.
 OM1237;SPC WI S     -   112,959.281   646,315.807   MT  0.99995509   +0 23 25.4
 OM1237;SPC WI S     -   370,600.57  2,120,454.44   sFT  0.99995509   +0 23 25.4
 OM1237;UTM  16      - 4,765,394.996   301,831.531   MT  1.00008313   -1 39 34.3
 OM1237
 OM1237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1237!SPC WI S     -   0.99996111  x   0.99995509  =   0.99991620
 OM1237!UTM  16      -   0.99996111  x   1.00008313  =   1.00004424
 OM1237
 OM1237                          SUPERSEDED SURVEY CONTROL
 OM1237
 OM1237  NAD 83(1986)-  43 00 55.43869(N)    089 25 54.55941(W) AD(       ) 2
 OM1237  NAD 27      -  43 00 55.44917(N)    089 25 54.12627(W) AD(       ) 2
 OM1237  NGVD 29 (04/21/89)  282.2    (m)          926.     (f) GPS OBS        
 OM1237
 OM1237.Superseded values are not recommended for survey control.
 OM1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1237.See file dsdata.txt to determine how the superseded data were derived.
 OM1237
 OM1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0183265395(NAD 83)
 OM1237_MARKER: DD = SURVEY DISK
 OM1237_SETTING: 0 = UNSPECIFIED SETTING
 OM1237_SP_SET: UNSPECIFIED SHALLOW
 OM1237_STAMPING: GENE 2 1987
 OM1237_MARK LOGO: WI-025
 OM1237_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OM1237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1237+SATELLITE: SATELLITE OBSERVATIONS - 1988
 OM1237
 OM1237  HISTORY     - Date     Condition        Report By
 OM1237  HISTORY     - 1988     MONUMENTED       WI-025
 OM1237
 OM1237                          STATION DESCRIPTION
 OM1237
 OM1237'DESCRIBED BY DANE COUNTY WISCONSIN 1988
 OM1237'THE STATION IS LOCATED ABOUT 8.8 KM (5.45 MI) EAST-NORTHEAST OF
 OM1237'VERONA, 7.2 KM (4.45 MI) SOUTHWEST OF THE CAPITOL BUILDING IN MADISON,
 OM1237'6.4 KM (4.00 MI) NORTHWEST OF LAKEVIEW AND ON ROAD RIGHT-OF-WAY.
 OM1237'OWNERSHIP--STATE OF WISCONSIN, CONTACT NEDRA L. CULP, CLERK, CITY OF
 OM1237'FITCHBURG, 2377 SOUTH FISH HATCHERY ROAD, MADISON, WI 53711, PHONE
 OM1237'608-271-4551.
 OM1237'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 18, 151 AND
 OM1237'COUNTY ROAD PD WHICH IS SOUTHWEST OF MADISON, GO EAST ON COUNTY ROAD
 OM1237'PD FOR 3.4 KM (2.10 MI) TO CHAPEL VALLEY ROAD ON THE RIGHT.  TURN
 OM1237'RIGHT ON CHAPEL VALLEY ROAD FOR ABOUT 30.0 M (98.4 FT) TO STATION ON
 OM1237'THE LEFT.
 OM1237'THE STATION IS A STANDARD WI-025 DISK STAMPED---GENE 2 1987---,
 OM1237'EPOXIED TO THE TOP OF A STEEL ROD AND SURROUNDED BY CONCRETE.  LOCATED
 OM1237'33.1 M (108.6 FT) SOUTHWEST OF APPROXIMATE CENTER OF COUNTY ROAD PD,
 OM1237'14.9 M (48.9 FT) EAST-SOUTHEAST FROM A FIRE HYDRANT, 6.4 M (21.0 FT)
 OM1237'EAST FROM APPROXIMATE CENTER OF CHAPEL VALLEY ROAD AND 0.5 M (1.6 FT)
 OM1237'NORTH FROM A WITNESS POST.
 OM1237'DANE COUNTY PART II, WI, 1988.
 OM1237'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM1237'DESCRIBED BY J.D. RIGNEY, JR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9874 ***********************************************************************
 DF9874  DESIGNATION -  GENESEE E GPS
 DF9874  PID         -  DF9874
 DF9874  STATE/COUNTY-  WI/WAUKESHA
 DF9874  USGS QUAD   -  GENESEE (1976)
 DF9874
 DF9874                         *CURRENT SURVEY CONTROL
 DF9874  ___________________________________________________________________
 DF9874* NAD 83(1997)-  42 57 57.58525(N)    088 19 00.87947(W)     ADJUSTED  
 DF9874* NAVD 88     -       257.723  (meters)     845.55   (feet)  ADJUSTED  
 DF9874  ___________________________________________________________________
 DF9874  X           -     137,301.415 (meters)                     COMP
 DF9874  Y           -  -4,672,675.351 (meters)                     COMP
 DF9874  Z           -   4,324,890.367 (meters)                     COMP
 DF9874  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 DF9874  ELLIP HEIGHT-         223.21  (meters)          (04/02/04) GPS OBS
 DF9874  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 DF9874  DYNAMIC HT  -         257.652 (meters)     845.31  (feet)  COMP
 DF9874  MODELED GRAV-     980,341.4   (mgal)                       NAVD 88
 DF9874
 DF9874  HORZ ORDER  -  FIRST
 DF9874  VERT ORDER  -  SECOND    CLASS I
 DF9874  ELLP ORDER  -  FOURTH    CLASS I
 DF9874
 DF9874.The horizontal coordinates were established by GPS observations
 DF9874.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DF9874
 DF9874.The orthometric height was determined by differential leveling
 DF9874.and adjusted by the National Geodetic Survey in February 2004..
 DF9874
 DF9874.Photographs are available for this station.
 DF9874
 DF9874.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9874
 DF9874.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9874
 DF9874.The ellipsoidal height was determined by GPS observations
 DF9874.and is referenced to NAD 83.
 DF9874
 DF9874.The geoid height was determined by GEOID03.
 DF9874
 DF9874.The dynamic height is computed by dividing the NAVD 88
 DF9874.geopotential number by the normal gravity value computed on the
 DF9874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9874.degrees latitude (g = 980.6199 gals.).
 DF9874
 DF9874.The modeled gravity was interpolated from observed gravity values.
 DF9874
 DF9874;                    North         East     Units Scale Factor Converg.
 DF9874;SPC WI S     -   108,698.773   737,301.718   MT  0.99996123   +1 09 23.2
 DF9874;SPC WI S     -   356,622.56  2,418,964.05   sFT  0.99996123   +1 09 23.2
 DF9874;UTM  16      - 4,757,880.010   392,600.897   MT  0.99974190   -0 53 51.5
 DF9874
 DF9874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9874!SPC WI S     -   0.99996500  x   0.99996123  =   0.99992623
 DF9874!UTM  16      -   0.99996500  x   0.99974190  =   0.99970691
 DF9874
 DF9874                          SUPERSEDED SURVEY CONTROL
 DF9874
 DF9874  NAVD 88 (04/02/04)  257.72   (m)          845.5    (f) LEVELING    3  
 DF9874
 DF9874.Superseded values are not recommended for survey control.
 DF9874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9874.See file dsdata.txt to determine how the superseded data were derived.
 DF9874
 DF9874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9260157880(NAD 83)
 DF9874_MARKER: DD = SURVEY DISK
 DF9874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9874_STAMPING: GENESEE E GPS 2002
 DF9874_MARK LOGO: WIDT  
 DF9874_PROJECTION: FLUSH
 DF9874_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9874+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9874
 DF9874  HISTORY     - Date     Condition        Report By
 DF9874  HISTORY     - 2001     MONUMENTED       WIDT
 DF9874
 DF9874                          STATION DESCRIPTION
 DF9874
 DF9874'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9874'THE STATION IS LOCATED ABOUT 12 KM SOUTHEAST OF DELAFIELD, 11 KM
 DF9874'NORTH OF MUKWONAGO AND 8 KM SOUTHWEST OF WAUKESHA.
 DF9874'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9874'STATION FROM THE JUNCTION OF STATE HIGHWAY 59 WITH STATE HIGHWAY 83
 DF9874'ABOUT 12 KM SOUTHWEST OF THE CITY OF WAUKESHA, GO EAST ON STATE
 DF9874'HIGHWAY 59 FOR 3.2 KM TO WOODS ROAD ON THE RIGHT, CONTINUE EAST ON
 DF9874'STATE HIGHWAY 59 FOR 0.3 KM TO THE STATION ON THE RIGHT.  THE STATION
 DF9874'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DF9874'CONTROL STATION SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST TO A
 DF9874'DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DF9874'STATION IS 10.0 M SOUTH-SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY
 DF9874'59, 131 M EAST-NORTHEAST OF THE EXTENDED CENTERLINE FOR PRIVATE
 DF9874'ENTRANCE --S43    W28594--(EASTERNMOST DRIVEWAY), 103 M WEST-SOUTHWEST
 DF9874'OF THE CENTERLINE OF PRIVATE ENTERANCE --S46 W28495--, 56.4 M EAST OF
 DF9874'POWER POLE --90-27698  45-4--, AND 46.2 M SOUTH-SOUTHWEST OF POWER
 DF9874'POLE --99-05391--.  ---NOTE---THE STATION IS SOUTHWEST, EAST AND
 DF9874'NORTHWEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE2---THIS STATION
 DF9874'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE
 DF9874'THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4876 ***********************************************************************
 DG4876  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4876  DESIGNATION -  GENEVA E GPS
 DG4876  PID         -  DG4876
 DG4876  STATE/COUNTY-  WI/WALWORTH
 DG4876  USGS QUAD   -  SPRINGFIELD (1976)
 DG4876
 DG4876                         *CURRENT SURVEY CONTROL
 DG4876  ___________________________________________________________________
 DG4876* NAD 83(1997)-  42 38 04.72092(N)    088 26 41.80198(W)     ADJUSTED  
 DG4876* NAVD 88     -       273.83   (meters)     898.4    (feet)  GPS OBS   
 DG4876  ___________________________________________________________________
 DG4876  X           -     127,538.509 (meters)                     COMP
 DG4876  Y           -  -4,697,984.267 (meters)                     COMP
 DG4876  Z           -   4,297,892.608 (meters)                     COMP
 DG4876  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 DG4876  ELLIP HEIGHT-         239.72  (meters)          (04/02/04) GPS OBS
 DG4876  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 DG4876
 DG4876  HORZ ORDER  -  FIRST
 DG4876  ELLP ORDER  -  FOURTH    CLASS I
 DG4876
 DG4876.The horizontal coordinates were established by GPS observations
 DG4876.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4876
 DG4876.The orthometric height was determined by GPS observations and a
 DG4876.high-resolution geoid model using precise GPS observation and
 DG4876.processing techniques.
 DG4876
 DG4876.Photographs are available for this station.
 DG4876
 DG4876.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4876
 DG4876.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4876
 DG4876.The ellipsoidal height was determined by GPS observations
 DG4876.and is referenced to NAD 83.
 DG4876
 DG4876.The geoid height was determined by GEOID03.
 DG4876
 DG4876;                    North         East     Units Scale Factor Converg.
 DG4876;SPC WI S     -    71,693.375   727,544.714   MT  1.00002136   +1 04 06.5
 DG4876;SPC WI S     -   235,214.01  2,386,952.95   sFT  1.00002136   +1 04 06.5
 DG4876;UTM  16      - 4,721,255.952   381,528.456   MT  0.99977268   -0 58 43.7
 DG4876
 DG4876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4876!SPC WI S     -   0.99996241  x   1.00002136  =   0.99998377
 DG4876!UTM  16      -   0.99996241  x   0.99977268  =   0.99973509
 DG4876
 DG4876                          SUPERSEDED SURVEY CONTROL
 DG4876
 DG4876.No superseded survey control is available for this station.
 DG4876
 DG4876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8152821256(NAD 83)
 DG4876_MARKER: DD = SURVEY DISK
 DG4876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4876_STAMPING: GENEVA E GPS 2002
 DG4876_MARK LOGO: WIDT  
 DG4876_PROJECTION: FLUSH
 DG4876_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4876+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4876
 DG4876  HISTORY     - Date     Condition        Report By
 DG4876  HISTORY     - 2001     MONUMENTED       WIDT
 DG4876
 DG4876                          STATION DESCRIPTION
 DG4876
 DG4876'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4876'THE STATION IS LOCATED ABOUT 33 KM SOUTHEAST OF WHITEWATER, 15 KM
 DG4876'SOUTH-SOUTHWEST OF BURLINGTON AND 4 KM NORTH OF LAKE GENEVA.
 DG4876'OWNERSHIP--TOWN OF GENEVA.  TO REACH THE STATION FROM THE JUNCTION OF
 DG4876'STATE HIGHWAY 36 WITH STATE HIGHWAY 120 AND SPRINGFIELD ROAD ABOUT 12
 DG4876'KM SOUTH-SOUTHWEST OF THE CITY OF BURLINGTON, GO WEST ON SPRINGFIELD
 DG4876'ROAD FOR 2.5 KM TO BOWERS ROAD, CONTINUE WEST ON SPRINGFIELD ROAD FOR
 DG4876'0.2 KM TO THE STATION ON THE RIGHT. THE STATION IS A BRONZE WISCONSIN
 DG4876'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DG4876'IN THE TOP OF A 41-CM CONCRETE POST ABOUT LEVEL WITH THE ROAD
 DG4876'PAVEMENT. THE STATION IS 8.7 M NORTH-NORTHWEST OF THE CENTERLINE OF
 DG4876'SPRINGFIELD ROAD, 30.0 M NORTHEAST OF METAL POST FOR A --SLOW-- SIGN,
 DG4876'18.1 M NORTHWEST OF POWER POLE --00-02790--, AND 2 M SOUTH-SOUTHEAST
 DG4876'OF A CULTIVATED FIELD.  ---NOTE---THE STATION IS  NORTH, SOUTHWEST AND
 DG4876'SOUTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE2---THIS
 DG4876'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 25 DEGREES
 DG4876'ABOVE THE HORIZON EXCEPT FOR TREES TO THE SOUTH AND TO THE EAST
 DG4876'EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
 DG4876' 
 DG4876'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4877 ***********************************************************************
 DG4877  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4877  DESIGNATION -  GENEVA S GPS
 DG4877  PID         -  DG4877
 DG4877  STATE/COUNTY-  WI/WALWORTH
 DG4877  USGS QUAD   -  LAKE GENEVA (1976)
 DG4877
 DG4877                         *CURRENT SURVEY CONTROL
 DG4877  ___________________________________________________________________
 DG4877* NAD 83(1997)-  42 35 18.81850(N)    088 28 10.81151(W)     ADJUSTED  
 DG4877* NAVD 88     -       321.75   (meters)    1055.6    (feet)  GPS OBS   
 DG4877  ___________________________________________________________________
 DG4877  X           -     125,604.681 (meters)                     COMP
 DG4877  Y           -  -4,701,538.917 (meters)                     COMP
 DG4877  Z           -   4,294,157.359 (meters)                     COMP
 DG4877  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 DG4877  ELLIP HEIGHT-         287.68  (meters)          (04/02/04) GPS OBS
 DG4877  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 DG4877
 DG4877  HORZ ORDER  -  FIRST
 DG4877  ELLP ORDER  -  FOURTH    CLASS I
 DG4877
 DG4877.The horizontal coordinates were established by GPS observations
 DG4877.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4877
 DG4877.The orthometric height was determined by GPS observations and a
 DG4877.high-resolution geoid model using precise GPS observation and
 DG4877.processing techniques.
 DG4877
 DG4877.Photographs are available for this station.
 DG4877
 DG4877.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4877
 DG4877.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4877
 DG4877.The ellipsoidal height was determined by GPS observations
 DG4877.and is referenced to NAD 83.
 DG4877
 DG4877.The geoid height was determined by GEOID03.
 DG4877
 DG4877;                    North         East     Units Scale Factor Converg.
 DG4877;SPC WI S     -    66,537.333   725,610.970   MT  1.00003233   +1 03 05.4
 DG4877;SPC WI S     -   218,297.90  2,380,608.66   sFT  1.00003233   +1 03 05.4
 DG4877;UTM  16      - 4,716,173.539   379,412.330   MT  0.99977891   -0 59 40.9
 DG4877
 DG4877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4877!SPC WI S     -   0.99995488  x   1.00003233  =   0.99998721
 DG4877!UTM  16      -   0.99995488  x   0.99977891  =   0.99973380
 DG4877
 DG4877                          SUPERSEDED SURVEY CONTROL
 DG4877
 DG4877.No superseded survey control is available for this station.
 DG4877
 DG4877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7941216174(NAD 83)
 DG4877_MARKER: DD = SURVEY DISK
 DG4877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4877_STAMPING: GENEVA S GPS 2002
 DG4877_MARK LOGO: WIDT  
 DG4877_PROJECTION: FLUSH
 DG4877_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4877+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4877
 DG4877  HISTORY     - Date     Condition        Report By
 DG4877  HISTORY     - 2001     MONUMENTED       WIDT
 DG4877
 DG4877                          STATION DESCRIPTION
 DG4877
 DG4877'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4877'THE STATION IS LOCATED ABOUT 35 KM SOUTHEAST OF WHITEWATER, 19 KM
 DG4877'SOUTHWEST OF BURLINGTON AND 2 KM WEST OF LAKE GENEVA.
 DG4877'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DG4877'STATION FROM THE JUNCTION OF STATE HIGHWAY 120 WITH STATE HIGHWAY 50
 DG4877'(MAIN STREET) IN THE CITY OF LAKE GENEVA, GO WEST ON STATE HIGHWAY 50
 DG4877'(MAIN STREET) FOR 2.9 KM TO THE STATION ON THE LEFT.  THE STATION IS A
 DG4877'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DG4877'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A
 DG4877'DEPTH OF 2.4 M AND ABOUT 1 M BELOW THE HIGHWAY PAVEMENT.  THE STATION
 DG4877'IS 13.2 M SOUTH OF THE CENTERLINE THE EASTBOUND LANES OF STATE HIGHWAT
 DG4877'50, 1.0 KM EAST OF SCHOFIELD ROAD, 0.4 KM WEST OF THE ENTRANCE TO
 DG4877'ANTHONY'S STEAKHOUSE, 69 M EAST OF PRIVATE ENTRANCE --W3459--, AND 1 M
 DG4877'NORTH OF AN CULTIVATED FIELD.  ---NOTE---THE STATION IS  NORTHEAST,
 DG4877'NORTHWEST AND SOUTH OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DG4877'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DG4877'THAN 15 DEGREES ABOVE THE HORIZON.
 DG4877' 
 DG4877'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4878 ***********************************************************************
 DG4878  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4878  DESIGNATION -  GENEVA W GPS
 DG4878  PID         -  DG4878
 DG4878  STATE/COUNTY-  WI/WALWORTH
 DG4878  USGS QUAD   -  WALWORTH (1994)
 DG4878
 DG4878                         *CURRENT SURVEY CONTROL
 DG4878  ___________________________________________________________________
 DG4878* NAD 83(1997)-  42 37 20.13819(N)    088 32 26.68446(W)     ADJUSTED  
 DG4878* NAVD 88     -       325.21   (meters)    1067.0    (feet)  GPS OBS   
 DG4878  ___________________________________________________________________
 DG4878  X           -     119,707.821 (meters)                     COMP
 DG4878  Y           -  -4,699,160.241 (meters)                     COMP
 DG4878  Z           -   4,296,915.262 (meters)                     COMP
 DG4878  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 DG4878  ELLIP HEIGHT-         291.22  (meters)          (04/02/04) GPS OBS
 DG4878  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 DG4878
 DG4878  HORZ ORDER  -  FIRST
 DG4878  ELLP ORDER  -  FOURTH    CLASS I
 DG4878
 DG4878.The horizontal coordinates were established by GPS observations
 DG4878.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4878
 DG4878.The orthometric height was determined by GPS observations and a
 DG4878.high-resolution geoid model using precise GPS observation and
 DG4878.processing techniques.
 DG4878
 DG4878.Photographs are available for this station.
 DG4878
 DG4878.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4878
 DG4878.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4878
 DG4878.The ellipsoidal height was determined by GPS observations
 DG4878.and is referenced to NAD 83.
 DG4878
 DG4878.The geoid height was determined by GEOID03.
 DG4878
 DG4878;                    North         East     Units Scale Factor Converg.
 DG4878;SPC WI S     -    70,175.843   719,712.098   MT  1.00002425   +1 00 09.6
 DG4878;SPC WI S     -   230,235.24  2,361,255.44   sFT  1.00002425   +1 00 09.6
 DG4878;UTM  16      - 4,720,019.419   373,648.519   MT  0.99979642   -1 02 36.5
 DG4878
 DG4878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4878!SPC WI S     -   0.99995433  x   1.00002425  =   0.99997858
 DG4878!UTM  16      -   0.99995433  x   0.99979642  =   0.99975076
 DG4878
 DG4878                          SUPERSEDED SURVEY CONTROL
 DG4878
 DG4878.No superseded survey control is available for this station.
 DG4878
 DG4878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7364920019(NAD 83)
 DG4878_MARKER: DD = SURVEY DISK
 DG4878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4878_STAMPING: GENEVA W GPS 2002
 DG4878_MARK LOGO: WIDT  
 DG4878_PROJECTION: FLUSH
 DG4878_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4878+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4878
 DG4878  HISTORY     - Date     Condition        Report By
 DG4878  HISTORY     - 2001     MONUMENTED       WIDT
 DG4878
 DG4878                          STATION DESCRIPTION
 DG4878
 DG4878'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4878'THE STATION IS LOCATED ABOUT 28 KM SOUTHEAST OF WHITEWATER, 22 KM WEST
 DG4878'SOUTHWEST OF BURLINGTON AND 5 KM SOUTH OF ELKHORN.
 DG4878'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DG4878'STATION FROM THE JUNCTION OF INTERSTATE 43 WITH STATE HIGHWAY 67 IN
 DG4878'THE CITY OF ELKHORN, GO SOUTH ON STATE HIGHWAY 67 FOR 3.2 KM TO
 DG4878'THEATRE ROAD ON THE RIGHT, CONTINUE SOUTH ON STATE HIGHWAY 67 FOR 0.5
 DG4878'KM TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DG4878'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DG4878'IN TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DPETH OF 2.4 M AND
 DG4878'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 14.6 M EAST OF
 DG4878'THE CENTERLINE OF STATE HIGHWAY 67, 0.4 KM NORTH OF PALMER RD, 60 M
 DG4878'SOUTH OF A PRIVATE ENTRANCE, 17.9 M NORTH OF THE TOP CENTER OF A
 DG4878'TELEPHONE PEDESTAL --3B4E 19A 1-9--, AND 7 M WEST OF A CULTIVATED
 DG4878'FIELD.  ---NOTE---THE STATION IS WEST, NORTHEAST AND SOUTHEAST OF AN
 DG4878'ORANGE 4X4 PLASTIC WITNESS POST.   ---NOTE2---THIS STATION HAS NO
 DG4878'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE
 DG4878'HORIZON EXCEPT FOR A POWER POLE TO THE WEST EXTENDING TO 32 DEGREES
 DG4878'ABOVE THE HORIZON.
 DG4878' 
 DG4878'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0770 ***********************************************************************
 ON0770  DESIGNATION -  GENOA
 ON0770  PID         -  ON0770
 ON0770  STATE/COUNTY-  WI/VERNON
 ON0770  USGS QUAD   -  GENOA (1983)
 ON0770
 ON0770                         *CURRENT SURVEY CONTROL
 ON0770  ___________________________________________________________________
 ON0770* NAD 83(1991)-  43 35 23.28501(N)    091 13 22.11719(W)     ADJUSTED  
 ON0770* NAVD 88     -       335.     (meters)    1099.     (feet)  SCALED    
 ON0770  ___________________________________________________________________
 ON0770  LAPLACE CORR-          -6.39  (seconds)                    DEFLEC99
 ON0770  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 ON0770
 ON0770  HORZ ORDER  -  SECOND
 ON0770
 ON0770.The horizontal coordinates were established by classical geodetic methods
 ON0770.and adjusted by the National Geodetic Survey in March 1999..
 ON0770
 ON0770.The orthometric height was scaled from a topographic map.
 ON0770
 ON0770.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0770
 ON0770.The geoid height was determined by GEOID03.
 ON0770
 ON0770;                    North         East     Units Scale Factor Converg.
 ON0770;SPC WI S     -   177,336.531   501,259.524   MT  0.99993795   -0 50 24.7
 ON0770;SPC WI S     -   581,811.60  1,644,548.95   sFT  0.99993795   -0 50 24.7
 ON0770;SPC IA N     - 1,234,620.739 1,683,889.918   MT  1.00007508   +1 32 36.1
 ON0770;SPC MN S     -   169,345.283 1,024,244.225   MT  1.00004755   +1 56 47.8
 ON0770;UTM  15      - 4,827,848.973   643,463.758   MT  0.99985317   +1 13 32.0
 ON0770
 ON0770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0770!SPC WI S     -   0.99995242  x   0.99993795  =   0.99989037
 ON0770!SPC IA N     -   0.99995242  x   1.00007508  =   1.00002749
 ON0770!SPC MN S     -   0.99995242  x   1.00004755  =   0.99999996
 ON0770!UTM  15      -   0.99995242  x   0.99985317  =   0.99980559
 ON0770
 ON0770|---------------------------------------------------------------------|
 ON0770| PID    Reference Object                     Distance      Geod. Az  |
 ON0770|                                                           dddmmss.s |
 ON0770| CI6396 GENOA RM 1                                         06537     |
 ON0770| ON0779 LEE MONUMENT ECC                    APPROX.11.0 KM 2061000.2 |
 ON0770|---------------------------------------------------------------------|
 ON0770
 ON0770                          SUPERSEDED SURVEY CONTROL
 ON0770
 ON0770  NAD 83(1991)-  43 35 23.28075(N)    091 13 22.11751(W) AD(       ) 2
 ON0770  NAD 83(1986)-  43 35 23.27948(N)    091 13 22.11933(W) AD(       ) 2
 ON0770  NAD 27      -  43 35 23.38300(N)    091 13 21.63900(W) AD(       ) 2
 ON0770
 ON0770.Superseded values are not recommended for survey control.
 ON0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0770.See file dsdata.txt to determine how the superseded data were derived.
 ON0770
 ON0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ4346427849(NAD 83)
 ON0770_MARKER: P = PIPE CAP
 ON0770_SETTING: 0 = UNSPECIFIED SETTING
 ON0770
 ON0770  HISTORY     - Date     Condition        Report By
 ON0770  HISTORY     - 1931     MONUMENTED       MRC
 ON0770  HISTORY     - 1931     GOOD             CGS
 ON0770  HISTORY     - 1975     SEE DESCRIPTION  THOMAS
 ON0770
 ON0770                          STATION DESCRIPTION
 ON0770
 ON0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 ON0770'ON UPPER END OF FIRST RIDGE ABOVE GENOA, JUST BELOW RAVINE
 ON0770'COMING OUT AT ONE MILE TO STATION SIGNBOARD ON RAILROAD, ON
 ON0770'LAND OWNED BY MR. JOHN MALIN, 1 METER (3 FEET) WEST OF FENCE
 ON0770'LINE ON WEST EDGE OF BLUFF, 45 METERS (148 FEET) SOUTH OF
 ON0770'FENCE CORNER AT EDGE OF TIMBER ON SOUTH BANK OF RAVINE, AND
 ON0770'12.73 METERS (41.8 FEET) SOUTHWEST OF NORTHWEST CORNER OF
 ON0770'CULTIVATED FIELD ON TOP OF RIDGE.  TO REACH FROM GENOA, GO
 ON0770'NORTH ON ROUTE 35 TO ROAD ON RIGHT, FOLLOW TO TOP OF RIDGE
 ON0770'ON NORTH SIDE OF VALLEY, FOLLOW ROAD TO LEFT TO LARGE WHITE
 ON0770'HOUSE, PASS HOUSE, AND CONTINUE THROUGH BARNYARD TO EDGE OF
 ON0770'BLUFF AND STATION SITE.  MARKED BY STANDARD MARK OF MISSISSIPPI
 ON0770'RIVER COMMISSION, BRASS CAP ON STEEL PIPE ABOVE AND
 ON0770'COPPER BOLT IN TILE BELOW.  REFERENCE MARK NO. 1
 ON0770'IS STANDARD REFERENCE DISK IN CONCRETE, PROJECTING
 ON0770'9 INCHES ABOVE GROUND, 5 METERS (16 FEET) SOUTH OF
 ON0770'NARROW DIRT ROAD, IN NORTHEAST CORNER OF SMALL PASTURE, 1
 ON0770'FOOT SOUTH OF FENCE, 75 METERS (246 FEET) SOUTHWEST OF
 ON0770'BARN, AND 0.42 MILE FROM STATION N 65 DEG 36 MIN E.
 ON0770
 ON0770                          STATION RECOVERY (1975)
 ON0770
 ON0770'RECOVERY NOTE BY THOMAS ENG AND SURV 1975 (NCM)
 ON0770'STEEL PIPE BROKEN OFF AT GROUND LEVEL.  DID NOT ATTEMPT TO
 ON0770'RECOVER UNDERGROUND MARK OR REFERENCE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1122 ***********************************************************************
 NH1122  DESIGNATION -  GENOA CITY MUNICIPAL TANK
 NH1122  PID         -  NH1122
 NH1122  STATE/COUNTY-  WI/WALWORTH
 NH1122  USGS QUAD   -  RICHMOND (1992)
 NH1122
 NH1122                         *CURRENT SURVEY CONTROL
 NH1122  ___________________________________________________________________
 NH1122* NAD 83(1991)-  42 29 46.07782(N)    088 19 28.94613(W)     ADJUSTED  
 NH1122* NAVD 88     -                                                        
 NH1122  ___________________________________________________________________
 NH1122  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 NH1122  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 NH1122
 NH1122  HORZ ORDER  -  THIRD
 NH1122
 NH1122.The horizontal coordinates were established by classical geodetic methods
 NH1122.and adjusted by the National Geodetic Survey in November 1991..
 NH1122
 NH1122
 NH1122.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1122
 NH1122.The geoid height was determined by GEOID03.
 NH1122
 NH1122;                    North         East     Units Scale Factor Converg.
 NH1122;SPC WI S     -    56,500.406   737,714.377   MT  1.00005626   +1 09 04.0
 NH1122;SPC WI S     -   185,368.42  2,420,317.92   sFT  1.00005626   +1 09 04.0
 NH1122;SPC IL E     -   647,210.750   300,709.081   MT  0.99997501   +0 00 21.0
 NH1122;SPC IL E     - 2,123,390.60    986,576.38   sFT  0.99997501   +0 00 21.0
 NH1122;UTM  16      - 4,705,713.827   391,146.356   MT  0.99974578   -0 53 41.9
 NH1122
 NH1122                          SUPERSEDED SURVEY CONTROL
 NH1122
 NH1122  NAD 83(1986)-  42 29 46.07527(N)    088 19 28.95276(W) AD(       ) 4
 NH1122  NAD 27      -  42 29 46.00700(N)    088 19 28.61600(W) AD(       ) 3
 NH1122
 NH1122.Superseded values are not recommended for survey control.
 NH1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1122.See file dsdata.txt to determine how the superseded data were derived.
 NH1122
 NH1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9114605714(NAD 83)
 NH1122_MARKER: 53 = ELEVATED TANK
 NH1122
 NH1122  HISTORY     - Date     Condition        Report By
 NH1122  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1122  HISTORY     - 20060708 GOOD             GEOCAC
 NH1122
 NH1122                          STATION DESCRIPTION
 NH1122
 NH1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1122'THIS STATION IS THE TALL SLIM BLACK MUNICIPAL TANK IN THE VILLAGE
 NH1122'OF GENOA CITY, WISCONSIN.  IT IS LOCATED ABOUT 0.15 MILE SOUTH OF
 NH1122'MAIN STREET (U.S. RT. 12), AND ABOUT 175 FEET EAST OF THE
 NH1122'CENTERLINE OF EVANS STREET, ON A HILL IN THE SOUTHEASTERN PART
 NH1122'OF THE VILLAGE.  THE TANK WAS ERECTED IN 1914 AND IS
 NH1122'EXCEPTIONALLY PROMINENT.
 NH1122'
 NH1122'THE TANK HAS FOUR TRUSSWORK LEGS ABOUT 120 FEET HIGH.  THE OVAL
 NH1122'SECTION EXTENDS DOWNWARD ABOUT 15 FEET.  THE VERTICAL SECTION
 NH1122'IS ABOUT 25 FEET HIGH AND HAS A CATWALK AND RAIL AROUND ITS
 NH1122'BASE.  THE STEEP CONICAL ROOF HAS A BALL AT ITS APEX.  THE
 NH1122'TOTAL HEIGHT IS ABOUT 150 FEET.
 NH1122
 NH1122                          STATION RECOVERY (2006)
 NH1122
 NH1122'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 NH1122'GENOA IS PAINTED IN BLACK LETTERS ON BOTH SIDES OF THE BARREL OF THE
 NH1122'TANK.  THE TANK IS ON A SMALL HILLOCK AT THE END OF A RESIDENTIAL
 NH1122'CUL-DE-SAC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5176 ***********************************************************************
 DH5176  DESIGNATION -  GENOA GPS
 DH5176  PID         -  DH5176
 DH5176  STATE/COUNTY-  WI/VERNON
 DH5176  USGS QUAD   -  GENOA (1983)
 DH5176
 DH5176                         *CURRENT SURVEY CONTROL
 DH5176  ___________________________________________________________________
 DH5176* NAD 83(1997)-  43 32 54.96535(N)    091 10 52.46926(W)     ADJUSTED  
 DH5176* NAVD 88     -                                                        
 DH5176  ___________________________________________________________________
 DH5176  X           -     -95,456.262 (meters)                     COMP
 DH5176  Y           -  -4,629,422.711 (meters)                     COMP
 DH5176  Z           -   4,372,098.546 (meters)                     COMP
 DH5176  LAPLACE CORR-          -8.05  (seconds)                    DEFLEC99
 DH5176  ELLIP HEIGHT-         321.50  (meters)          (08/01/05) GPS OBS
 DH5176  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 DH5176
 DH5176  HORZ ORDER  -  FIRST
 DH5176  ELLP ORDER  -  SECOND    CLASS I
 DH5176
 DH5176.The horizontal coordinates were established by GPS observations
 DH5176.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5176
 DH5176
 DH5176.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5176
 DH5176.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5176
 DH5176.The ellipsoidal height was determined by GPS observations
 DH5176.and is referenced to NAD 83.
 DH5176
 DH5176.The geoid height was determined by GEOID03.
 DH5176
 DH5176;                    North         East     Units Scale Factor Converg.
 DH5176;SPC WI S     -   172,711.426   504,551.096   MT  0.99993585   -0 48 41.9
 DH5176;SPC WI S     -   566,637.40  1,655,348.05   sFT  0.99993585   -0 48 41.9
 DH5176;UTM  15      - 4,823,345.848   646,919.609   MT  0.99986551   +1 15 11.9
 DH5176
 DH5176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5176!SPC WI S     -   0.99994959  x   0.99993585  =   0.99988544
 DH5176!UTM  15      -   0.99994959  x   0.99986551  =   0.99981510
 DH5176
 DH5176                          SUPERSEDED SURVEY CONTROL
 DH5176
 DH5176.No superseded survey control is available for this station.
 DH5176
 DH5176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ4692023346(NAD 83)
 DH5176_MARKER: DD = SURVEY DISK
 DH5176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5176_STAMPING: GENOA GPS 2004
 DH5176_MARK LOGO: WIDT  
 DH5176_PROJECTION: FLUSH
 DH5176_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5176+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5176
 DH5176  HISTORY     - Date     Condition        Report By
 DH5176  HISTORY     - 2003     MONUMENTED       WIDT
 DH5176
 DH5176                          STATION DESCRIPTION
 DH5176
 DH5176'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5176'OWNERSHIP--TOWNSHIP OF GENOA.  TO REACH THE STATION FROM THE  JUNCTION
 DH5176'OF STATE HIGHWAY 56 WITH COUNTY HIGHWAY K ABOUT 0.5 MI NORTHEAST OF
 DH5176'THE  VILLAGE OF GENOA, GO SOUTHEAST ON STATE HIGHWAY 56 FOR 2.1 MI TO
 DH5176'MOUND RIDGE ROAD ON  THE RIGHT, TURN RIGHT AND GO SOUTH ON MOUND RIDGE
 DH5176'ROAD FOR 0.2 MI TO BERRA RIDGE ROAD  ON THE LEFT, TURN LEFT AND GO
 DH5176'SOUTHEAST THEN EAST ON BERRA RIDGE ROAD FOR 0.85 MI TO  THE STATION ON
 DH5176'THE LEFT.  THE STATION IS A  BRONZE WISCONSIN DEPARTMENT OF
 DH5176'TRANSPORTATION GEODETIC  SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH5176'A 41-CM DIAMETER CONCRETE POST ABOUT  LEVEL WITH THE ROAD PAVEMENT.
 DH5176'THE STATION IS 3.8 M EAST OF THE CENTERLINE OF BERRA RIDGE  ROAD, 59 M
 DH5176'EAST-NORTHEAST OF A POWERPOLE --2A2W12--, 41.9 M WEST-NORTHWEST OF A
 DH5176'POWERPOLE --2A2W11--, 2 M SOUTH OF A CULTIVATED FIELD, 1.0 M EAST OF
 DH5176'AN  ORANGE 4X4  PLASTIC WITNESS POST AND 1.0 M WEST OF AN  ORANGE 4X4
 DH5176'PLASTIC WITNESS POST.   ---NOTE---THIS  STATION HAS NO VISIBLE
 DH5176'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5439 ***********************************************************************
 DH5439  DESIGNATION -  GENOA N GPS
 DH5439  PID         -  DH5439
 DH5439  STATE/COUNTY-  WI/VERNON
 DH5439  USGS QUAD   -  GENOA (1983)
 DH5439
 DH5439                         *CURRENT SURVEY CONTROL
 DH5439  ___________________________________________________________________
 DH5439* NAD 83(1997)-  43 34 53.71951(N)    091 12 56.88356(W)     ADJUSTED  
 DH5439* NAVD 88     -                                                        
 DH5439  ___________________________________________________________________
 DH5439  X           -     -98,192.676 (meters)                     COMP
 DH5439  Y           -  -4,626,728.798 (meters)                     COMP
 DH5439  Z           -   4,374,649.522 (meters)                     COMP
 DH5439  LAPLACE CORR-          -6.19  (seconds)                    DEFLEC99
 DH5439  ELLIP HEIGHT-         169.49  (meters)          (08/01/05) GPS OBS
 DH5439  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 DH5439
 DH5439  HORZ ORDER  -  FIRST
 DH5439  ELLP ORDER  -  SECOND    CLASS I
 DH5439
 DH5439.The horizontal coordinates were established by GPS observations
 DH5439.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5439
 DH5439
 DH5439.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5439
 DH5439.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5439
 DH5439.The ellipsoidal height was determined by GPS observations
 DH5439.and is referenced to NAD 83.
 DH5439
 DH5439.The geoid height was determined by GEOID03.
 DH5439
 DH5439;                    North         East     Units Scale Factor Converg.
 DH5439;SPC WI S     -   176,415.951   501,812.178   MT  0.99993749   -0 50 07.4
 DH5439;SPC WI S     -   578,791.33  1,646,362.12   sFT  0.99993749   -0 50 07.4
 DH5439;UTM  15      - 4,826,948.986   644,049.186   MT  0.99985524   +1 13 48.8
 DH5439
 DH5439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5439!SPC WI S     -   0.99997342  x   0.99993749  =   0.99991091
 DH5439!UTM  15      -   0.99997342  x   0.99985524  =   0.99982867
 DH5439
 DH5439                          SUPERSEDED SURVEY CONTROL
 DH5439
 DH5439.No superseded survey control is available for this station.
 DH5439
 DH5439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ4404926949(NAD 83)
 DH5439_MARKER: DD = SURVEY DISK
 DH5439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5439_STAMPING: GENOA N GPS 2004
 DH5439_MARK LOGO: WIDT  
 DH5439_PROJECTION: FLUSH
 DH5439_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5439+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5439
 DH5439  HISTORY     - Date     Condition        Report By
 DH5439  HISTORY     - 2003     MONUMENTED       WIDT
 DH5439
 DH5439                          STATION DESCRIPTION
 DH5439
 DH5439'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5439'OWNERSHIP--VERNON COUNTY.  TO REACH THE STATION FROM THE  JUNCTION OF
 DH5439'STATE HIGHWAY 56 WITH COUNTY HIGHWAY K ABOUT 0.5 MI NORTHEAST OF THE
 DH5439'VILLAGE OF GENOA, GO NORTHEAST ON COUNTY HIGHWAY K FOR 0.1 MI TO THE
 DH5439'STATION ON THE  LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH5439'TRANSPORTATION GEODETIC  SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH5439'A 41-CM DIAMETER CONCRETE POST ABOUT  LEVEL WITH THE HIGHWAY PAVEMENT.
 DH5439'THE STATION IS 6.5 M NORTHEAST OF THE CENTERLINE OF  COUNTY HIGHWAY K,
 DH5439'23 M SOUTHWEST OF THE CENTERLINE OF PRIVATE ENTRANCE --E748--, 14.5 M
 DH5439'WEST OF A WOOD POST FOR A --40 M.P.H. CURVE--SIGN,  1.0 M SOUTHEAST OF
 DH5439'AN ORANGE 4X4  PLASTIC WITNESS POST, 1.0 M SOUTHWEST OF AN ORANGE 4X4
 DH5439'PLASTIC WITNESS POST AND 1.0  M NORTH OF AN ORANGE 4X4 PLASTIC WITNESS
 DH5439'POST.  ---NOTE---THIS STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING
 DH5439'HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5438 ***********************************************************************
 DH5438  DESIGNATION -  GENOA W GPS
 DH5438  PID         -  DH5438
 DH5438  STATE/COUNTY-  WI/VERNON
 DH5438  USGS QUAD   -  GENOA (1983)
 DH5438
 DH5438                         *CURRENT SURVEY CONTROL
 DH5438  ___________________________________________________________________
 DH5438* NAD 83(1997)-  43 31 27.42915(N)    091 11 48.84727(W)     ADJUSTED  
 DH5438* NAVD 88     -                                                        
 DH5438  ___________________________________________________________________
 DH5438  X           -     -96,758.044 (meters)                     COMP
 DH5438  Y           -  -4,631,140.237 (meters)                     COMP
 DH5438  Z           -   4,370,029.078 (meters)                     COMP
 DH5438  LAPLACE CORR-          -7.08  (seconds)                    DEFLEC99
 DH5438  ELLIP HEIGHT-         160.43  (meters)          (08/01/05) GPS OBS
 DH5438  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 DH5438
 DH5438  HORZ ORDER  -  FIRST
 DH5438  ELLP ORDER  -  SECOND    CLASS I
 DH5438
 DH5438.The horizontal coordinates were established by GPS observations
 DH5438.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5438
 DH5438
 DH5438.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5438
 DH5438.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5438
 DH5438.The ellipsoidal height was determined by GPS observations
 DH5438.and is referenced to NAD 83.
 DH5438
 DH5438.The geoid height was determined by GEOID03.
 DH5438
 DH5438;                    North         East     Units Scale Factor Converg.
 DH5438;SPC WI S     -   170,028.382   503,246.975   MT  0.99993485   -0 49 20.6
 DH5438;SPC WI S     -   557,834.78  1,651,069.45   sFT  0.99993485   -0 49 20.6
 DH5438;UTM  15      - 4,820,617.758   645,713.084   MT  0.99986117   +1 14 31.0
 DH5438
 DH5438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5438!SPC WI S     -   0.99997484  x   0.99993485  =   0.99990969
 DH5438!UTM  15      -   0.99997484  x   0.99986117  =   0.99983602
 DH5438
 DH5438                          SUPERSEDED SURVEY CONTROL
 DH5438
 DH5438.No superseded survey control is available for this station.
 DH5438
 DH5438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ4571320618(NAD 83)
 DH5438_MARKER: DD = SURVEY DISK
 DH5438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5438_STAMPING: GENOA W GPS 2004
 DH5438_MARK LOGO: WIDT  
 DH5438_PROJECTION: FLUSH
 DH5438_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5438+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5438
 DH5438  HISTORY     - Date     Condition        Report By
 DH5438  HISTORY     - 2003     MONUMENTED       WIDT
 DH5438
 DH5438                          STATION DESCRIPTION
 DH5438
 DH5438'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5438'OWNERSHIP--TOWNSHIP OF GENOA.  TO REACH THE STATION FROM THE JUNCTION
 DH5438'OF STATE  HIGHWAY 35 WITH STATE HIGHWAY 56 (MAIN STREET) IN THE
 DH5438'VILLAGE OF GENOA, GO SOUTH ON  STATE HIGHWA 35 FOR 2.8 MI TO MUNDSACK
 DH5438'ROAD, TURN LEFT AND GO EASTERLY ON MUNDSACK  ROAD FOR 1.4 MI TO
 DH5438'WILLENBERG ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTHEAST ON
 DH5438'WILLENBERG ROAD FOR 0.05 MI TO THE STATION ON THE LEFT.  THE STATION
 DH5438'IS A BRONZE  WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DH5438'CONTROL STATION DISK SET IN  THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DH5438'ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE  STATION IS 4.5 M NORTHEAST
 DH5438'OF THE CENTERLINE OF WILLENBERG ROAD, 0.8 M SOUTHWEST OF A  BARBED
 DH5438'WIRE FENCE, 1.0 M NORTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST AND
 DH5438'1.0 M  SOUTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DH5438'---NOTE---THIS STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER
 DH5438'THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0900 ***********************************************************************
 OM0900  DESIGNATION -  GEORGE
 OM0900  PID         -  OM0900
 OM0900  STATE/COUNTY-  WI/DODGE
 OM0900  USGS QUAD   -  BEAVER DAM (1980)
 OM0900
 OM0900                         *CURRENT SURVEY CONTROL
 OM0900  ___________________________________________________________________
 OM0900* NAD 83(1991)-  43 22 44.77786(N)    088 52 25.62697(W)     ADJUSTED  
 OM0900* NAVD 88     -       265.     (meters)     869.     (feet)  SCALED    
 OM0900  ___________________________________________________________________
 OM0900  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 OM0900  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 OM0900
 OM0900  HORZ ORDER  -  THIRD
 OM0900
 OM0900.The horizontal coordinates were established by classical geodetic methods
 OM0900.and adjusted by the National Geodetic Survey in November 1991..
 OM0900
 OM0900.The orthometric height was scaled from a topographic map.
 OM0900
 OM0900.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0900
 OM0900.The geoid height was determined by GEOID03.
 OM0900
 OM0900;                    North         East     Units Scale Factor Converg.
 OM0900;SPC WI S     -   153,821.511   691,257.116   MT  0.99993262   +0 46 25.8
 OM0900;SPC WI S     -   504,662.74  2,267,899.39   sFT  0.99993262   +0 46 25.8
 OM0900;UTM  16      - 4,804,620.181   348,211.601   MT  0.99988341   -1 17 13.9
 OM0900
 OM0900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0900!SPC WI S     -   0.99996395  x   0.99993262  =   0.99989657
 OM0900!UTM  16      -   0.99996395  x   0.99988341  =   0.99984736
 OM0900
 OM0900:                Primary Azimuth Mark                     Grid Az
 OM0900:SPC WI S     -  BEAVER DAM ST MICHAELS CATH CH           013 50 12.6
 OM0900:UTM  16      -  BEAVER DAM ST MICHAELS CATH CH           015 53 52.3
 OM0900
 OM0900|---------------------------------------------------------------------|
 OM0900| PID    Reference Object                     Distance      Geod. Az  |
 OM0900|                                                           dddmmss.s |
 OM0900| OM0903 BEAVER DAM ST MICHAELS CATH CH      APPROX. 7.8 KM 0143638.4 |
 OM0900| OM0901 BEAVER DAM FIRST EV LUTH CH         APPROX. 9.4 KM 0165645.1 |
 OM0900| OM0904 BEAVER DAM MUNICIPAL TANK           APPROX. 8.9 KM 0191022.0 |
 OM0900| OM0902 BEAVER DAM ST PETER CATH CH         APPROX. 8.6 KM 0203627.2 |
 OM0900| CI9617 GEORGE RM 1                          16.139 METERS 08657     |
 OM0900| CI9618 GEORGE RM 2                          11.843 METERS 23942     |
 OM0900| CI9616 GEORGE AZ MK RESET                                 3063448.3 |
 OM0900| CI9615 GEORGE AZ MK                                       3063448.3 |
 OM0900| OM0917 BEAVER DAM RAD STA WBEV MAST        APPROX. 5.7 KM 3460839.1 |
 OM0900|---------------------------------------------------------------------|
 OM0900
 OM0900                          SUPERSEDED SURVEY CONTROL
 OM0900
 OM0900  NAD 83(1986)-  43 22 44.77032(N)    088 52 25.63307(W) AD(       ) 3
 OM0900  NAD 27      -  43 22 44.80360(N)    088 52 25.24870(W) AD(       ) 3
 OM0900
 OM0900.Superseded values are not recommended for survey control.
 OM0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0900.See file dsdata.txt to determine how the superseded data were derived.
 OM0900
 OM0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4821204620(NAD 83)
 OM0900_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0900
 OM0900  HISTORY     - Date     Condition        Report By
 OM0900  HISTORY     - 1958     MONUMENTED       CGS
 OM0900  HISTORY     - 1963     SEE DESCRIPTION  CGS
 OM0900
 OM0900                          STATION DESCRIPTION
 OM0900
 OM0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM0900'THE STATION IS ABOUT 6.5 MILES SOUTHWEST OF BEAVER DAM, AND
 OM0900'6 MILES NORTH OF REESEVILLE ON THE PROPERTY OF MR. WILLIAM
 OM0900'GOELLER.  IT IS 21 FEET NORTH OF A WIRE FENCE, 7 FEET SOUTHEAST
 OM0900'OF AN 18 INCH OAK TREE, 3 FEET SOUTH OF A WIRE FENCE, AND 6 FEET
 OM0900'WEST OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE
 OM0900'DISK IS STAMPED GEORGE 1958.
 OM0900'
 OM0900'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 16 AND
 OM0900'151 AND STATE HIGHWAYS 73 AND 60 IN COLUMBUS, GO EAST ON
 OM0900'HIGHWAYS 16 AND 60 FOR 3.9 MILES TO THE JUNCTION OF COUNTY
 OM0900'ROAD T.  TURN LEFT AND GO NORTH ON COUNTY ROAD T FOR 2.65 MILES
 OM0900'TO A GRAVELED CROSSROAD.  TURN RIGHT AND GO EAST ON GHOST HILL
 OM0900'ROAD FOR 1.15 MILE TO A GRAVELED CROSSROAD.  TURN LEFT AND GO
 OM0900'NORTH ON COUNTY ROAD J FOR 0.95 MILE TO A GRAVELED CROSSROAD.
 OM0900'CONTINUE NORTH ON COUNTY ROAD 4 FOR 0.25 MILE TO A GRAVELED
 OM0900'DRIVEWAY RIGHT.* TURN RIGHT AND GO EAST AND NORTH ON THE GRAVELED
 OM0900'DRIVEWAY FOR 0.4 MILE TO MR. GOELLERS HOME ON THE RIGHT AND
 OM0900'A GARAGE ON THE LEFT.  PASS THROUGH GATE AT THE EAST END OF
 OM0900'THE GARAGE AND GO NORTH ALONG THE PASTURE FENCE FOR 0.15
 OM0900'MILE TO A GATE ON THE RIGHT.  TURN RIGHT AND GO EAST ON THE
 OM0900'PASTURE LANE FOR 0.1 MILE TO THE STATION ON THE LEFT.
 OM0900'
 OM0900'*TO REACH THE AZIMUTH MARK FROM THE GRAVELED DRIVEWAY RIGHT, GO
 OM0900'NORTH ON COUNTY ROAD J FOR 0.45 MILE TO THE MARK ON THE LEFT.
 OM0900'
 OM0900'REFERENCE MARK 1 IS 64 FEET WEST OF AN 18 INCH HICKORY TREE,
 OM0900'23 FEET NORTH OF A WIRE FENCE, 6 INCHES SOUTH OF A WIRE FENCE,
 OM0900'AND 48 FEET EAST OF A WHITE WITNESS POST.  THE MONUMENT IS
 OM0900'FLUSH AND THE DISK IS STAMPED GEORGE NO 1 1958.
 OM0900'
 OM0900'REFERENCE MARK 2 IS 33 FEET SOUTHWEST OF AN 18 INCH OAK TREE,
 OM0900'23 FEET SOUTH OF A WIRE FENCE, AND 6 INCHES NORTH OF A WIRE
 OM0900'FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED GEORGE NO
 OM0900'2 1958.
 OM0900'
 OM0900'THE AZIMUTH MARK IS 19 FEET WEST OF THE CENTERLINE OF A GRAVELED
 OM0900'ROAD, 1 FOOT SOUTH OF A POWERLINE POLE, AND 2 FEET NORTH OF
 OM0900'A WHITE WITNESS POST.  THE MONUMENT PROJECTS 1 INCH AND THE DISK
 OM0900'IS STAMPED GEORGE 1958.
 OM0900'
 OM0900'THE DISTANCE BETWEEN REFERENCE MARK 1 AND REFERENCE MARK 2 IS
 OM0900'89.22 FEET, 27.194 METERS.
 OM0900'
 OM0900'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OM0900
 OM0900                          STATION RECOVERY (1963)
 OM0900
 OM0900'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 OM0900'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 OM0900'DESCRIBED.  THE AZIMUTH MARK WAS RESET JUST ACROSS THE HIGHWAY
 OM0900'IN EXACTLY THE SAME AZIMUTH FROM THE STATION.
 OM0900'
 OM0900'ABOUT 2.0 MILES W ALONG NO. 16 U.S. AND J COUNTY HWYS. FROM
 OM0900'THEIR T-JUNCTION ABOUT 1-1/2 MILES N OF REESEVILLE AND 1-1/2
 OM0900'MILES WSW OF CLYMAN, THENCE 3.1 MILES N ALONG J COUNTY HWY. TO
 OM0900'PRIVATE LANE ON RIGHT (THE AZIMUTH MARK IS 0.4 MILE FARTHER
 OM0900'NORTH ALONG THE HWY.), THENCE 0.3 MILE E ON LANE TO HOUSE OF
 OM0900'W. GOELLER ON HILL, THENCE ABOUT 0.2 MILE NORTHEASTERLY ACROSS
 OM0900'FIELDS TO FARM LANE NEAR LOCAL SUMMIT AND THE STATION, ABOUT
 OM0900'15 YARDS SE OF CREST OF RIDGE, 9 FEET N OF CENTER LINE OF
 OM0900'LANE, 7 FEET ESE OF CENTER OF 18-INCH OAK, AND 3 FEET S OF THE N
 OM0900'FENCE OF LANE, STANDARD DISKS STAMPED GEORGE 1958 IN 1A AND 7A
 OM0900'MARKS WITH THE UPPER MARK FLUSH WITH THE GROUND.
 OM0900'
 OM0900'REFERENCE STAMPED GEORGE NO 1 1958, NOTE 11A, FLUSH, IS 52.93
 OM0900'FEET OR 16.133 METERS E OF STATION, 12 FEET N OF CENTER LINE OF
 OM0900'LANE, AND 0.5 FOOT S OF FENCE.
 OM0900'
 OM0900'REFERENCE STAMPED GEORGE NO 2 1958, NOTE 11A, FLUSH, IS 38.80
 OM0900'FEET OR 11.826 METERS SW OF STATION, 12 FEET S OF CENTER LINE
 OM0900'OF THE LANE, 35 FEET SW OF 18-INCH OAK TREE, AND 0.5 FOOT N
 OM0900'OF FENCE.
 OM0900'
 OM0900'AZIMUTH MARK STAMPED GEORGE 1958 RESET 1963, NOTE 16A, FLUSH,
 OM0900'IS ABOUT 0.5 MILE NW IN AZIMUTH 126 DEG 34 MIN 51.0 SEC (SAME
 OM0900'AS ORIGINAL) FROM STATION, ABOUT 75 YARDS NE OF A FENCE CORNER,
 OM0900'DIRECTLY OPPOSITE SIDE OF HWY. FROM NO. 36-1415 23 CREOSOTED
 OM0900'POWER POLE, 44-1/2 FEET SE OF CENTER LINE OF HWY., AND 2.0
 OM0900'FEET N OF STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1278 ***********************************************************************
 PN1278  DESIGNATION -  GEORGE
 PN1278  PID         -  PN1278
 PN1278  STATE/COUNTY-  WI/ADAMS
 PN1278  USGS QUAD   -  ARKDALE NE (1984)
 PN1278
 PN1278                         *CURRENT SURVEY CONTROL
 PN1278  ___________________________________________________________________
 PN1278* NAD 83(1991)-  44 10 19.37756(N)    089 48 30.22864(W)     ADJUSTED  
 PN1278* NAVD 88     -       316.2    (meters)    1037.     (feet)  VERTCON   
 PN1278  ___________________________________________________________________
 PN1278  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 PN1278  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 PN1278
 PN1278  HORZ ORDER  -  SECOND
 PN1278
 PN1278.The horizontal coordinates were established by classical geodetic methods
 PN1278.and adjusted by the National Geodetic Survey in November 1991..
 PN1278
 PN1278.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1278
 PN1278.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1278
 PN1278.The geoid height was determined by GEOID03.
 PN1278
 PN1278;                    North         East     Units Scale Factor Converg.
 PN1278;SPC WI S     -   241,321.849   615,323.622   MT  1.00002311   +0 07 53.9
 PN1278;SPC WI S     -   791,736.77  2,018,774.25   sFT  1.00002311   +0 07 53.9
 PN1278;UTM  16      - 4,894,817.929   275,488.226   MT  1.00021996   -1 57 27.9
 PN1278
 PN1278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1278!SPC WI S     -   0.99995597  x   1.00002311  =   0.99997908
 PN1278!UTM  16      -   0.99995597  x   1.00021996  =   1.00017592
 PN1278
 PN1278|---------------------------------------------------------------------|
 PN1278| PID    Reference Object                     Distance      Geod. Az  |
 PN1278|                                                           dddmmss.s |
 PN1278| CS5254 GEORGE RM 2                           6.367 METERS 02743     |
 PN1278| CS5253 GEORGE RM 1                          50.292 METERS 17349     |
 PN1278|---------------------------------------------------------------------|
 PN1278
 PN1278                          SUPERSEDED SURVEY CONTROL
 PN1278
 PN1278  NAD 83(1986)-  44 10 19.37540(N)    089 48 30.23617(W) AD(       ) 2
 PN1278  NGVD 29 (02/11/91)  316.2    (m)         1037.     (f) VERT ANG       
 PN1278
 PN1278.Superseded values are not recommended for survey control.
 PN1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1278.See file dsdata.txt to determine how the superseded data were derived.
 PN1278
 PN1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7548894818(NAD 83)
 PN1278_MARKER: DE = TRAVERSE STATION DISK
 PN1278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN1278_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1278+STABILITY: SURFACE MOTION
 PN1278
 PN1278  HISTORY     - Date     Condition        Report By
 PN1278  HISTORY     - 1979     MONUMENTED       WIDT
 PN1278  HISTORY     - 19950903 GOOD             USPSQD
 PN1278
 PN1278                          STATION DESCRIPTION
 PN1278
 PN1278'DESCRIBED BY WI DEPT OF TRANSP 1979 (LTK)
 PN1278'THE STATION IS LOCATED ALONG STH 13 ABOUT 15 MILES WEST OF PLAINFIELD,
 PN1278'13.5 MILES NORTH OF FRIENDSHIP, AND 13.5 MILES SOUTH OF WISCONSIN
 PN1278'RAPIDS.
 PN1278'
 PN1278'TO REACH THE STATION FROM THE JUNCTION OF STH 13 AND CTH C IN BIG
 PN1278'FLATS, GO NORTH ON STH 13 FOR 3 MILES TO JUNCTION WITH A CROSSROAD
 PN1278'NAMED BADGER AVENUE.  CONTINUE NORTH ON STH 13 FOR 1.25 MILES TO
 PN1278'STATION ON WEST HIGHWAY RIGHT OF WAY NEAR NORTH END OF SMALL HILL.
 PN1278'
 PN1278'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---GEORGE 1979---.
 PN1278'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL
 PN1278'CONCRETE MONUMENT WHICH PROJECTS 3 INCHES ABOVE GROUND.  IT IS 85.5
 PN1278'FEET WEST OF THE CENTER OF STH 13, 23.5 FEET SOUTHWEST OF A POWER
 PN1278'POLE, 6.0 FEET EAST OF A 6 INCH OAK, AND 2.5 FEET WEST OF A METAL
 PN1278'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 PN1278'CONCRETE 4.5 FEET BELOW GROUND.
 PN1278'
 PN1278'REFERENCE MARK 1 IS A STANDARD WIDT DISK STAMPED---GEORGE RM 1 1979---
 PN1278'SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT
 PN1278'WHICH PROJECTS 2 INCHES ABOVE GROUND.  IT IS 71.0 FEET WEST OF THE
 PN1278'CENTER OF STH 13, 23.0 FEET SOUTHEAST OF A 4 INCH OAK, 6.0 FEET NORTH
 PN1278'OF A POWER POLE, AND 6 FEET LOWER THAN THE STATION.
 PN1278'
 PN1278'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---GEORGE RM 2 1979---
 PN1278'SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT
 PN1278'WHICH PROJECTS 3 INCHES ABOVE GROUND.  IT IS 74.5 FEET WEST OF THE
 PN1278'CENTER OF STH 13, 20.5 FEET NORTH NORTHWEST OF A METAL WITNESS POST,
 PN1278'5.0 FEET WEST OF A POWER POLE, AND 4 FEET LOWER THAN THE STATION.
 PN1278'
 PN1278'NO AZIMUTH MARK WAS SET.  HEIGHT OF LIGHT ABOVE MARK WAS 1.26 METERS.
 PN1278
 PN1278                          STATION RECOVERY (1995)
 PN1278
 PN1278'RECOVERY NOTE BY US POWER SQUADRON 1995
 PN1278'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1311 ***********************************************************************
 PN1311  DESIGNATION -  GEORGE STIEN STACK
 PN1311  PID         -  PN1311
 PN1311  STATE/COUNTY-  WI/PORTAGE
 PN1311  USGS QUAD   -  STEVENS POINT (1991)
 PN1311
 PN1311                         *CURRENT SURVEY CONTROL
 PN1311  ___________________________________________________________________
 PN1311* NAD 83(1991)-  44 32 00.35061(N)    089 34 16.89031(W)     ADJUSTED  
 PN1311* NAVD 88     -                                                        
 PN1311  ___________________________________________________________________
 PN1311  LAPLACE CORR-          -4.45  (seconds)                    DEFLEC99
 PN1311  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 PN1311
 PN1311  HORZ ORDER  -  THIRD
 PN1311
 PN1311.The horizontal coordinates were established by classical geodetic methods
 PN1311.and adjusted by the National Geodetic Survey in November 1991..
 PN1311
 PN1311
 PN1311.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1311
 PN1311.The geoid height was determined by GEOID03.
 PN1311
 PN1311;                    North         East     Units Scale Factor Converg.
 PN1311;SPC WI C     -    77,883.323   634,068.619   MT  0.99995850   +0 18 08.8
 PN1311;SPC WI C     -   255,522.20  2,080,273.46   sFT  0.99995850   +0 18 08.8
 PN1311;UTM  16      - 4,934,338.839   295,698.419   MT  1.00011332   -1 48 14.3
 PN1311
 PN1311                          SUPERSEDED SURVEY CONTROL
 PN1311
 PN1311  NAD 83(1986)-  44 32 00.34855(N)    089 34 16.90027(W) AD(       ) 4
 PN1311
 PN1311.Superseded values are not recommended for survey control.
 PN1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1311.See file dsdata.txt to determine how the superseded data were derived.
 PN1311
 PN1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ9569834339(NAD 83)
 PN1311_MARKER: 63 = STACK
 PN1311_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN1311
 PN1311  HISTORY     - Date     Condition        Report By
 PN1311  HISTORY     - 1983     FIRST OBSERVED   WIDT
 PN1311  HISTORY     - 20001021 GOOD             USPSQD
 PN1311  HISTORY     - 20031205 GOOD             USPSQD
 PN1311
 PN1311                          STATION DESCRIPTION
 PN1311
 PN1311'DESCRIBED BY WI DEPT OF TRANSP 1983 (LTK)
 PN1311'THE STATION, GEORGE STIEN STACK, IS THE TOP CENTER OF THE LIGHT BROWN
 PN1311'BRICK STACK ATOP THE GEORGE STIEN BUILDING ON THE CAMPUS OF THE
 PN1311'UNIVERSITY OF STEVENS POINT.  THE STACK IS ABOUT 200 FEET TALL AND IS
 PN1311'LOCATED ABOUT 150 FEET SOUTH OF MARIA DRIVE NEAR THE NORTH EDGE OF
 PN1311'STEVENS POINT.
 PN1311
 PN1311                          STATION RECOVERY (2000)
 PN1311
 PN1311'RECOVERY NOTE BY US POWER SQUADRON 2000 (DS)
 PN1311'STACK OK, NO WAY TO GO TO THE TOP.
 PN1311
 PN1311                          STATION RECOVERY (2003)
 PN1311
 PN1311'RECOVERY NOTE BY US POWER SQUADRON 2003 (RR)
 PN1311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AF9974 ***********************************************************************
 AF9974  DESIGNATION -  GEORGETOWN GPS
 AF9974  PID         -  AF9974
 AF9974  STATE/COUNTY-  WI/PRICE
 AF9974  USGS QUAD   -  KENNAN (1971)
 AF9974
 AF9974                         *CURRENT SURVEY CONTROL
 AF9974  ___________________________________________________________________
 AF9974* NAD 83(1997)-  45 36 33.34966(N)    090 35 47.71719(W)     ADJUSTED  
 AF9974* NAVD 88     -       444.4    (meters)    1458.     (feet)  GPS OBS   
 AF9974  ___________________________________________________________________
 AF9974  X           -     -46,540.072 (meters)                     COMP
 AF9974  Y           -  -4,469,504.715 (meters)                     COMP
 AF9974  Z           -   4,535,268.470 (meters)                     COMP
 AF9974  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 AF9974  ELLIP HEIGHT-         413.92  (meters)          (12/26/02) GPS OBS
 AF9974  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 AF9974
 AF9974  HORZ ORDER  -  FIRST
 AF9974  ELLP ORDER  -  THIRD     CLASS II
 AF9974
 AF9974.The horizontal coordinates were established by GPS observations
 AF9974.and adjusted by the National Geodetic Survey in December 2002..
 AF9974
 AF9974.The orthometric height was determined by GPS observations and a
 AF9974.high-resolution geoid model.
 AF9974
 AF9974.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9974
 AF9974.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9974
 AF9974.The ellipsoidal height was determined by GPS observations
 AF9974.and is referenced to NAD 83.
 AF9974
 AF9974.The geoid height was determined by GEOID03.
 AF9974
 AF9974;                    North         East     Units Scale Factor Converg.
 AF9974;SPC WI N     -    49,366.689   553,462.886   MT  0.99999254   -0 25 49.3
 AF9974;SPC WI N     -   161,963.88  1,815,819.49   sFT  0.99999254   -0 25 49.3
 AF9974;UTM  15      - 5,053,445.087   687,406.259   MT  1.00003181   +1 43 04.6
 AF9974
 AF9974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9974!SPC WI N     -   0.99993511  x   0.99999254  =   0.99992765
 AF9974!UTM  15      -   0.99993511  x   1.00003181  =   0.99996692
 AF9974
 AF9974                          SUPERSEDED SURVEY CONTROL
 AF9974
 AF9974  NAD 83(1991)-  45 36 33.34926(N)    090 35 47.71609(W) AD(       ) 1
 AF9974  ELLIP H (04/30/98)  413.94   (m)                       GP(       ) 3 2
 AF9974
 AF9974.Superseded values are not recommended for survey control.
 AF9974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9974.See file dsdata.txt to determine how the superseded data were derived.
 AF9974
 AF9974_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL8740653445(NAD 83)
 AF9974_MARKER: DD = SURVEY DISK
 AF9974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9974_STAMPING: GEORGETOWN GPS 1995
 AF9974_MARK LOGO: WI-099
 AF9974_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9974+STABILITY: SURFACE MOTION
 AF9974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9974+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2004
 AF9974
 AF9974  HISTORY     - Date     Condition        Report By
 AF9974  HISTORY     - 1995     MONUMENTED       WI-099
 AF9974  HISTORY     - 20040801 GOOD             WIDT
 AF9974
 AF9974                          STATION DESCRIPTION
 AF9974
 AF9974'DESCRIBED BY PRICE COUNTY WISCONSIN 1995 (AS)
 AF9974'STATION IS LOCATED ABOUT 11.25 MI (18.10 KM) SOUTHWEST OF PHILLIPS, IN
 AF9974'THE NE1/4-NE1/4, SECTION 15, T36N, R3W, IN PRICE COUNTY.  TO REACH
 AF9974'STATION FROM THE JUNCTION OF C.T.H.  W AND S.T.H.  13 IN PHILLIPS. GO
 AF9974'SOUTH ON S.T.H.  13, 4.1 MI (6.6 KM) TO THE JUNCTION WITH S.T.H. 111,
 AF9974'TURN RIGHT AND SOUTHERLY ON S.T.H.  111, GO 5.5 MI (8.9 KM) TO THE
 AF9974'JUNCTION WITH C.T.H.  J, TURN RIGHT AND WESTERLY ON C.T.H.  J, GO 6.1
 AF9974'MI (9.8 KM) TO THE JUNCTION WITH SKINNER CREEK LANE, TURN RIGHT AND
 AF9974'NORTH ON SKINNER CREEK LANE, GO 0.9 MI (1.4 KM) TO STATION. STATION IS
 AF9974'LOCATED 100 FT (30.5 M) NORTH OF A POWERPOLE, 400 FT (121.9 M) SOUTH
 AF9974'OF THE JUNCTION OF SKINNER CREEK LANE AND WHITE BIRCH LANE, AND 25 FT
 AF9974'(7.6 M) WEST OF THE CENTERLINE OF SKINNER CREEK LANE.  STATION MARK IS
 AF9974'A BRASS CAP, SET IN CONCRETE, 1 FT (0.3 M) IN DIA BY 6 FT (1.8 M)
 AF9974'LONG, FLUSH IN GROUND.
 AF9974
 AF9974                          STATION RECOVERY (2004)
 AF9974
 AF9974'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DGD)
 AF9974'BURIED 7 INCHES BELOW GROUND.  CAN BE FOUND WITH METAL DETECTOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC9095 ***********************************************************************
 AC9095  DESIGNATION -  GEORGETOWN NW
 AC9095  PID         -  AC9095
 AC9095  STATE/COUNTY-  WI/POLK
 AC9095  USGS QUAD   -  BIG ROUND LAKE (1983)
 AC9095
 AC9095                         *CURRENT SURVEY CONTROL
 AC9095  ___________________________________________________________________
 AC9095* NAD 83(1997)-  45 32 13.51883(N)    092 21 59.72215(W)     ADJUSTED  
 AC9095* NAVD 88     -       364.4    (meters)    1196.     (feet)  GPS OBS   
 AC9095  ___________________________________________________________________
 AC9095  X           -    -184,803.745 (meters)                     COMP
 AC9095  Y           -  -4,471,604.558 (meters)                     COMP
 AC9095  Z           -   4,529,597.501 (meters)                     COMP
 AC9095  LAPLACE CORR-         -11.91  (seconds)                    DEFLEC99
 AC9095  ELLIP HEIGHT-         336.32  (meters)          (09/30/02) GPS OBS
 AC9095  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 AC9095
 AC9095  HORZ ORDER  -  FIRST
 AC9095  ELLP ORDER  -  SECOND    CLASS I
 AC9095
 AC9095.The horizontal coordinates were established by GPS observations
 AC9095.and adjusted by the National Geodetic Survey in September 2002..
 AC9095
 AC9095.The orthometric height was determined by GPS observations and a
 AC9095.high-resolution geoid model.
 AC9095
 AC9095.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9095
 AC9095.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9095
 AC9095.The ellipsoidal height was determined by GPS observations
 AC9095.and is referenced to NAD 83.
 AC9095
 AC9095.The geoid height was determined by GEOID03.
 AC9095
 AC9095;                    North         East     Units Scale Factor Converg.
 AC9095;SPC WI C     -   192,021.003   415,178.247   MT  1.00000727   -1 40 11.3
 AC9095;SPC WI C     -   629,988.91  1,362,130.63   sFT  1.00000727   -1 40 11.3
 AC9095;UTM  15      - 5,042,812.050   549,453.819   MT  0.99963007   +0 27 07.5
 AC9095
 AC9095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9095!SPC WI C     -   0.99994728  x   1.00000727  =   0.99995455
 AC9095!UTM  15      -   0.99994728  x   0.99963007  =   0.99957737
 AC9095
 AC9095                          SUPERSEDED SURVEY CONTROL
 AC9095
 AC9095  NAD 83(1991)-  45 32 13.51844(N)    092 21 59.72044(W) AD(       ) 1
 AC9095  ELLIP H (06/10/97)  336.34   (m)                       GP(       ) 2 1
 AC9095
 AC9095.Superseded values are not recommended for survey control.
 AC9095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9095.See file dsdata.txt to determine how the superseded data were derived.
 AC9095
 AC9095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4945442812(NAD 83)
 AC9095_MARKER: DD = SURVEY DISK
 AC9095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9095_STAMPING: GEORGETOWN NW 441
 AC9095_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC9095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9095+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2005
 AC9095
 AC9095  HISTORY     - Date     Condition        Report By
 AC9095  HISTORY     - 1995     MONUMENTED       WI-095
 AC9095  HISTORY     - 20051106 GOOD             WIDT
 AC9095
 AC9095                          STATION DESCRIPTION
 AC9095
 AC9095'DESCRIBED BY POLK COUNTY WISCONSIN 1995 (TEC)
 AC9095'THE STATION IS LOCATED 5 MI (8.0 KM) SOUTHEAST OF TOWN OF LUCK,
 AC9095'WISCONSIN IN THE NORTHEAST QUARTER OF NORTHEAST QUARTER OF SECTION 8,
 AC9095'T.35N., R.16W., 4TH P.M.  TOWN OF GEORGETOWN, POLK COUNTY.  TO REACH
 AC9095'THE STATION FROM THE TOWN OF LUCK BEGIN AT INTERSECTION OF STATE
 AC9095'HIGHWAY 35 AND STATE HIGHWAY 48, GO EAST 5 MI (8.0 KM) ALONG STATE
 AC9095'HIGHWAY 48 TO THE INTERSECTION OF STATE HIGHWAY 48 AND COUNTY TRUNK
 AC9095'HIGHWAY I, GO SOUTHERLY ON COUNTY TRUNK HIGHWAY I FOR 4.25 MI (6.84
 AC9095'KM) TO THE STATION.  THE STATION IS LOCATED 28 FEET (8.5 M) WEST OF
 AC9095'CENTERLINE OF COUNTY HIGHWAY I, 38 FEET (11.6 M) SOUTH OF DEER
 AC9095'CROSSING SIGN, .25 MI (0.40 KM) NORTH OF 225TH AVENUE (SUNNYSIDE LANE)
 AC9095'.  THE STATION IS A BRASS CAP, SET IN A 1.3 FOOT (0.4 M) DIAMETER BY 6
 AC9095'FOOT (1.8 M) DEEP CONCRETE MONUMENT FLUSH WITH GROUND SURFACE.  A
 AC9095'PLASTIC WITNESS POST IS SET 2 FEET (0.6 M) FROM THE STATION.
 AC9095
 AC9095                          STATION RECOVERY (2005)
 AC9095
 AC9095'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AC9095'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 82.3 M NORTH OF THE
 AC9095'CENTERLINE OF PRIVATE ENTRANCE --2265-G 8--, 20.6 M SOUTHWEST OF A
 AC9095'--LEFT CURVE AHEAD-- SIGN POST, AND 1.0 M WEST, 1.0 M SOUTHEAST, AND
 AC9095'1.0 M NORTHEAST OF THREE ORANGE 4X4 PLASTIC GUARD POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC9097 ***********************************************************************
 AC9097  DESIGNATION -  GEORGETOWN SE
 AC9097  PID         -  AC9097
 AC9097  STATE/COUNTY-  WI/POLK
 AC9097  USGS QUAD   -  RANGE (1978)
 AC9097
 AC9097                         *CURRENT SURVEY CONTROL
 AC9097  ___________________________________________________________________
 AC9097* NAD 83(1997)-  45 28 06.79249(N)    092 17 47.89162(W)     ADJUSTED  
 AC9097* NAVD 88     -       357.3    (meters)    1172.     (feet)  GPS OBS   
 AC9097  ___________________________________________________________________
 AC9097  X           -    -179,561.704 (meters)                     COMP
 AC9097  Y           -  -4,477,250.501 (meters)                     COMP
 AC9097  Z           -   4,524,253.058 (meters)                     COMP
 AC9097  LAPLACE CORR-         -16.29  (seconds)                    DEFLEC99
 AC9097  ELLIP HEIGHT-         328.56  (meters)          (09/30/02) GPS OBS
 AC9097  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 AC9097
 AC9097  HORZ ORDER  -  FIRST
 AC9097  ELLP ORDER  -  SECOND    CLASS I
 AC9097
 AC9097.The horizontal coordinates were established by GPS observations
 AC9097.and adjusted by the National Geodetic Survey in September 2002..
 AC9097
 AC9097.The orthometric height was determined by GPS observations and a
 AC9097.high-resolution geoid model.
 AC9097
 AC9097.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9097
 AC9097.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9097
 AC9097.The ellipsoidal height was determined by GPS observations
 AC9097.and is referenced to NAD 83.
 AC9097
 AC9097.The geoid height was determined by GEOID03.
 AC9097
 AC9097;                    North         East     Units Scale Factor Converg.
 AC9097;SPC WI C     -   184,250.083   420,424.429   MT  0.99999416   -1 37 13.6
 AC9097;SPC WI C     -   604,493.81  1,379,342.48   sFT  0.99999416   -1 37 13.6
 AC9097;UTM  15      - 5,035,243.480   554,982.096   MT  0.99963717   +0 30 05.1
 AC9097
 AC9097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9097!SPC WI C     -   0.99994849  x   0.99999416  =   0.99994265
 AC9097!UTM  15      -   0.99994849  x   0.99963717  =   0.99958568
 AC9097
 AC9097                          SUPERSEDED SURVEY CONTROL
 AC9097
 AC9097  NAD 83(1991)-  45 28 06.79210(N)    092 17 47.89003(W) AD(       ) 1
 AC9097  ELLIP H (06/10/97)  328.57   (m)                       GP(       ) 2 1
 AC9097
 AC9097.Superseded values are not recommended for survey control.
 AC9097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9097.See file dsdata.txt to determine how the superseded data were derived.
 AC9097
 AC9097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL5498235243(NAD 83)
 AC9097_MARKER: DD = SURVEY DISK
 AC9097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9097_STAMPING: GEORGETOWN SE 445
 AC9097_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC9097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9097+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2005
 AC9097
 AC9097  HISTORY     - Date     Condition        Report By
 AC9097  HISTORY     - 1995     MONUMENTED       WI-095
 AC9097  HISTORY     - 20051106 GOOD             WIDT
 AC9097
 AC9097                          STATION DESCRIPTION
 AC9097
 AC9097'DESCRIBED BY POLK COUNTY WISCONSIN 1995 (TEC)
 AC9097'THE STATION IS LOCATED APPROXIMATELY 10 MI (16.1 KM) SOUTHEAST OF THE
 AC9097'TOWN OF MILLTOWN, WISCONSIN IN THE SOUTHEAST QUARTER OF SOUTHWEST
 AC9097'QUARTER OF SECTION 36, T.35N., R.16W., 4TH P.M.  TOWN OF GEORGETOWN,
 AC9097'POLK COUNTY.  TO REACH THE STATION FROM THE TOWN OF MILLTOWN BEGIN AT
 AC9097'THE INTERSECTION OF STATE HIGHWAY 46 AND COUNTY TRUNK HIGHWAY G (TO
 AC9097'THE WEST) , GO SOUTHEAST ALONG COUNTY TRUNK HIGHWAY G 7.5 MI (12.1 KM)
 AC9097'TO THE INTERSECTION OF COUNTY TRUNK HIGHWAY G AND COUNTY TRUNK HIGHWAY
 AC9097'I, GO SOUTH 1 MI (1.6 KM) TO THE INTERSECTION OF COUNTY TRUNK HIGHWAY
 AC9097'I AND COUNTY TRUNK HIGHWAY G, GO EAST 2 MI (3.2 KM) TO THE
 AC9097'INTERSECTION COUNTY HIGHWAY E AND COUNTY TRUNK HIGHWAY G, GO SOUTH 1
 AC9097'MI (1.6 KM) TO THE INTERSECTION OF COUNTY TRUNK HIGHWAY E AND 180TH
 AC9097'AVENUE, GO EAST 1.4 MI (2.3 KM) TO THE STATION.  THE STATION IS
 AC9097'LOCATED 32 FEET (9.8 M) NORTH OF CENTERLINE OF 180TH AVENUE, 460 FEET
 AC9097'(140.2 M) WEST OF 65TH STREET, .6 MI (1.0 KM) WEST OF COUNTY HIGHWAY
 AC9097'HIGHWAY D.  THE STATION IS A BRASS CAP, SET IN A 1.3 FOOT (0.4 M)
 AC9097'DIAMETER BY 6 FOOT (1.8 M) DEEP CONCRETE MONUMENT FLUSH WITH GROUND
 AC9097'SURFACE.  A PLASTIC WITNESS POST IS SET 2 FEET (0.6 M) FROM THE
 AC9097'STATION.
 AC9097
 AC9097                          STATION RECOVERY (2005)
 AC9097
 AC9097'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AC9097'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 68.5 M
 AC9097'EAST-NORTHEAST OF TELEPHONE PEDESTAL --L1F1 LP5-2--, 58.5 M EAST OF
 AC9097'THE EXTENDED CENTERLINE OF A FIELD ENTRANCE, 23.0 M EAST OF A POWER
 AC9097'POLE, AND 1.0 M NORTH, 1.0 M SOUTHEAST, AND 1.0 M SOUTHWEST OF THREE
 AC9097'ORANGE 4X4 PLASTIC GUARD POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC9098 ***********************************************************************
 AC9098  DESIGNATION -  GEORGETOWN SW
 AC9098  PID         -  AC9098
 AC9098  STATE/COUNTY-  WI/POLK
 AC9098  USGS QUAD   -  BALSAM LAKE (1978)
 AC9098
 AC9098                         *CURRENT SURVEY CONTROL
 AC9098  ___________________________________________________________________
 AC9098* NAD 83(1997)-  45 28 19.90921(N)    092 22 56.89976(W)     ADJUSTED  
 AC9098* NAVD 88     -       354.4    (meters)    1163.     (feet)  GPS OBS   
 AC9098  ___________________________________________________________________
 AC9098  X           -    -186,256.857 (meters)                     COMP
 AC9098  Y           -  -4,476,686.282 (meters)                     COMP
 AC9098  Z           -   4,524,535.278 (meters)                     COMP
 AC9098  LAPLACE CORR-         -12.82  (seconds)                    DEFLEC99
 AC9098  ELLIP HEIGHT-         326.07  (meters)          (09/30/02) GPS OBS
 AC9098  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 AC9098
 AC9098  HORZ ORDER  -  FIRST
 AC9098  ELLP ORDER  -  SECOND    CLASS I
 AC9098
 AC9098.The horizontal coordinates were established by GPS observations
 AC9098.and adjusted by the National Geodetic Survey in September 2002..
 AC9098
 AC9098.The orthometric height was determined by GPS observations and a
 AC9098.high-resolution geoid model.
 AC9098
 AC9098.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9098
 AC9098.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9098
 AC9098.The ellipsoidal height was determined by GPS observations
 AC9098.and is referenced to NAD 83.
 AC9098
 AC9098.The geoid height was determined by GEOID03.
 AC9098
 AC9098;                    North         East     Units Scale Factor Converg.
 AC9098;SPC WI C     -   184,848.216   413,726.656   MT  0.99999482   -1 40 51.7
 AC9098;SPC WI C     -   606,456.19  1,357,368.20   sFT  0.99999482   -1 40 51.7
 AC9098;UTM  15      - 5,035,593.126   548,269.200   MT  0.99962865   +0 26 24.9
 AC9098
 AC9098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9098!SPC WI C     -   0.99994888  x   0.99999482  =   0.99994370
 AC9098!UTM  15      -   0.99994888  x   0.99962865  =   0.99957755
 AC9098
 AC9098                          SUPERSEDED SURVEY CONTROL
 AC9098
 AC9098  NAD 83(1991)-  45 28 19.90881(N)    092 22 56.89804(W) AD(       ) 1
 AC9098  ELLIP H (06/10/97)  326.09   (m)                       GP(       ) 2 1
 AC9098
 AC9098.Superseded values are not recommended for survey control.
 AC9098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9098.See file dsdata.txt to determine how the superseded data were derived.
 AC9098
 AC9098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4826935593(NAD 83)
 AC9098_MARKER: DD = SURVEY DISK
 AC9098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9098_STAMPING: GEORGETOWN SW 446
 AC9098_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC9098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9098+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2005
 AC9098
 AC9098  HISTORY     - Date     Condition        Report By
 AC9098  HISTORY     - 1995     MONUMENTED       WI-095
 AC9098  HISTORY     - 20051106 GOOD             WIDT
 AC9098
 AC9098                          STATION DESCRIPTION
 AC9098
 AC9098'DESCRIBED BY POLK COUNTY WISCONSIN 1995 (TEC)
 AC9098'THE STATION IS LOCATED 3.25 MI (5.23 KM) EAST AND 1.25 MI (2.01 KM)
 AC9098'NORTH OF THE TOWN OF BALSAM LAKE, WISCONSIN IN THE NORTHEAST QUARTER
 AC9098'OF SOUTHWEST QUARTER OF SECTION 32, T.,35N., R.16W., 4TH P.M.  TOWN OF
 AC9098'GEORGETOWN, POLK COUNTY.  TO REACH THE STATION FROM THE TOWN OF BALSAM
 AC9098'LAKE START AT THE INTERSECTION OF STATE HIGHWAY 46 AND COUNTY TRUNK
 AC9098'HIGHWAY I, GO EAST 3.5 MI, (5.6 KM) CONTINUE NORTH ALONG COUNTY TRUNK
 AC9098'HIGHWAY I 1.25 MI (2.01 KM) TO THE STATION.  THE STATION IS LOCATED
 AC9098'32.5 FEET (9.9 M) EAST OF COUNTY HIGHWAY I, 47 FEET (14.3 M) NORTH OF
 AC9098'CENTERLINE OF FIELD DRIVE TO THE EAST, .25 MI (0.40 KM) NORTH OF
 AC9098'NIEBEL LANE, .25 MI (0.40 KM) SOUTH OF WHERE COUNTY HIGHWAY TURNS
 AC9098'EAST.  THE STATION IS A BRASS CAP, SET IN A 1.3 FOOT (0.4 M) DIAMETER
 AC9098'BY 6 FOOT (1.8 M) DEEP CONCRETE MONUMENT FLUSH WITH GROUND SURFACE.  A
 AC9098'PLASTIC WITNESS POST IS SET 2 FEET (0.6 M) FROM THE STATION.
 AC9098
 AC9098                          STATION RECOVERY (2005)
 AC9098
 AC9098'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AC9098'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 76.0 M SOUTH OF A
 AC9098'--RIGHT CURVE AHEAD-- SIGN POST, 48.0 M NORTHEAST OF A POWER POLE,
 AC9098'38.5 M SOUTHEAST OF A POWER POLE, 1.7 M WEST OF A CULTIVATED FIELD,
 AC9098'AND 0.9 M EAST, 0.9 M SOUTHWEST, AND 0.9 M NORTHWEST OF THREE ORANGE
 AC9098'4X4 PLASTIC GUARD POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5691 ***********************************************************************
 DH5691  DESIGNATION -  GER
 DH5691  PID         -  DH5691
 DH5691  STATE/COUNTY-  WI/JUNEAU
 DH5691  USGS QUAD   -  KELLY (1983)
 DH5691
 DH5691                         *CURRENT SURVEY CONTROL
 DH5691  ___________________________________________________________________
 DH5691* NAD 83(1997)-  43 53 51.25367(N)    090 00 56.17915(W)     ADJUSTED  
 DH5691* NAVD 88     -                                                        
 DH5691  ___________________________________________________________________
 DH5691  X           -      -1,253.841 (meters)                     COMP
 DH5691  Y           -  -4,603,544.351 (meters)                     COMP
 DH5691  Z           -   4,400,060.821 (meters)                     COMP
 DH5691  LAPLACE CORR-          -4.94  (seconds)                    DEFLEC99
 DH5691  ELLIP HEIGHT-         235.27  (meters)          (08/01/05) GPS OBS
 DH5691  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 DH5691
 DH5691  HORZ ORDER  -  FIRST
 DH5691  ELLP ORDER  -  SECOND    CLASS I
 DH5691
 DH5691.The horizontal coordinates were established by GPS observations
 DH5691.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5691
 DH5691
 DH5691.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5691
 DH5691.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5691
 DH5691.The ellipsoidal height was determined by GPS observations
 DH5691.and is referenced to NAD 83.
 DH5691
 DH5691.The geoid height was determined by GEOID03.
 DH5691
 DH5691;                    North         East     Units Scale Factor Converg.
 DH5691;SPC WI S     -   210,806.376   598,746.243   MT  0.99997004   -0 00 38.6
 DH5691;SPC WI S     -   691,620.59  1,964,386.63   sFT  0.99997004   -0 00 38.6
 DH5691;UTM  15      - 4,864,826.590   739,686.768   MT  1.00030666   +2 04 13.0
 DH5691;UTM  16      - 4,864,917.680   257,806.510   MT  1.00032152   -2 05 31.0
 DH5691
 DH5691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5691!SPC WI S     -   0.99996311  x   0.99997004  =   0.99993315
 DH5691!UTM  15      -   0.99996311  x   1.00030666  =   1.00026976
 DH5691!UTM  16      -   0.99996311  x   1.00032152  =   1.00028462
 DH5691
 DH5691                          SUPERSEDED SURVEY CONTROL
 DH5691
 DH5691.No superseded survey control is available for this station.
 DH5691
 DH5691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ3968764827(NAD 83)
 DH5691_MARKER: DD = SURVEY DISK
 DH5691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5691_STAMPING: ER 1994
 DH5691_MARK LOGO: WI-057
 DH5691_PROJECTION: RECESSED 15 CENTIMETERS
 DH5691_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5691+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2006
 DH5691
 DH5691  HISTORY     - Date     Condition        Report By
 DH5691  HISTORY     - 1994     MONUMENTED       WI-057
 DH5691  HISTORY     - 20030827 GOOD             WIDT
 DH5691  HISTORY     - 20060702 GOOD             GEOCAC
 DH5691
 DH5691                          STATION DESCRIPTION
 DH5691
 DH5691'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5691'OWNERSHIP--JUNEAU COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5691'STATE HIGHWAY 58  WITH COUNTY HIGHWAY G ABOUT 5 MI NORTHEAST OF THE
 DH5691'CITY OF NEW LISBON, GO EAST ON  COUNTY HIGHWAY G FOR 2.5 MI TO SHACKS
 DH5691'ROAD ON THE LEFT, CONTINUE EAST ON COUNTY  HIGHWAY G FOR 0.3 MI TO THE
 DH5691'STATION ON THE RIGHT.  THE STATION IS A BRONZE JUNEAU COUNTY  GEODETIC
 DH5691'CONTROL MARKER DISK SET IN THE TOP OF A 40-CM DIAMETER CONCRETE POST
 DH5691'ABOUT 0.4  M BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 9.7 M SOUTH
 DH5691'OF THE CENTERLINE OF COUNTY  HIGHWAY G, 56 M SOUTHEAST OF A POWER
 DH5691'POLE, 8.8 M WEST OF A WOOD POST FOR A --NO PASSING  ZONE-- SIGN AND
 DH5691'1.0 M NORTH, SOUTHEAST, SOUTHWEST OF THREE ORANGE 4X4 PLASTIC WITNESS
 DH5691'POSTS.  ---NOTE--- THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DH5691'HIGHER THAN  20 DEGREES ABOVE THE HORIZON.
 DH5691
 DH5691                          STATION RECOVERY (2006)
 DH5691
 DH5691'RECOVERY NOTE BY GEOCACHING 2006 (NPP)
 DH5691'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF6050 ***********************************************************************
 DF6050  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6050  DESIGNATION -  GERMAN CORNER GPS
 DF6050  PID         -  DF6050
 DF6050  STATE/COUNTY-  WI/SHEBOYGAN
 DF6050  USGS QUAD   -  CASCADE (1974)
 DF6050
 DF6050                         *CURRENT SURVEY CONTROL
 DF6050  ___________________________________________________________________
 DF6050* NAD 83(1997)-  43 43 21.88726(N)    088 02 26.81923(W)     ADJUSTED  
 DF6050* NAVD 88     -       312.04   (meters)    1023.8    (feet)  GPS OBS   
 DF6050  ___________________________________________________________________
 DF6050  X           -     157,847.305 (meters)                     COMP
 DF6050  Y           -  -4,614,322.799 (meters)                     COMP
 DF6050  Z           -   4,386,071.450 (meters)                     COMP
 DF6050  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 DF6050  ELLIP HEIGHT-         276.57  (meters)          (06/11/03) GPS OBS
 DF6050  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 DF6050
 DF6050  HORZ ORDER  -  FIRST
 DF6050  ELLP ORDER  -  THIRD     CLASS I
 DF6050
 DF6050.The horizontal coordinates were established by GPS observations
 DF6050.and adjusted by the National Geodetic Survey in June 2003..
 DF6050
 DF6050.The orthometric height was determined by GPS observations and a
 DF6050.high-resolution geoid model using precise GPS observation and
 DF6050.processing techniques.
 DF6050
 DF6050.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6050
 DF6050.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6050
 DF6050.The ellipsoidal height was determined by GPS observations
 DF6050.and is referenced to NAD 83.
 DF6050
 DF6050.The geoid height was determined by GEOID03.
 DF6050
 DF6050;                    North         East     Units Scale Factor Converg.
 DF6050;SPC WI S     -   193,237.067   757,848.544   MT  0.99994826   +1 20 46.3
 DF6050;SPC WI S     -   633,978.61  2,486,374.76   sFT  0.99994826   +1 20 46.3
 DF6050;UTM  16      - 4,841,605.940   416,168.335   MT  0.99968644   -0 43 09.8
 DF6050
 DF6050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6050!SPC WI S     -   0.99995663  x   0.99994826  =   0.99990490
 DF6050!UTM  16      -   0.99995663  x   0.99968644  =   0.99964309
 DF6050
 DF6050                          SUPERSEDED SURVEY CONTROL
 DF6050
 DF6050.No superseded survey control is available for this station.
 DF6050
 DF6050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1616841606(NAD 83)
 DF6050_MARKER: DD = SURVEY DISK
 DF6050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6050_STAMPING: GERMAN CORNER GPS 2001
 DF6050_MARK LOGO: WIDT  
 DF6050_PROJECTION: FLUSH
 DF6050_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6050+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2003
 DF6050
 DF6050  HISTORY     - Date     Condition        Report By
 DF6050  HISTORY     - 2000     MONUMENTED       WIDT
 DF6050  HISTORY     - 20031204 GOOD             USPSQD
 DF6050
 DF6050                          STATION DESCRIPTION
 DF6050
 DF6050'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DF6050'THE STATION IS LOCATED ABOUT 26 KM WEST-SOUTHWEST OF SHEBOYGAN AND 6
 DF6050'KM SOUTHWEST OF
 DF6050'PLYMOUTH.  OWNERSHIP--SHEBOYGAN COUNTY.  TO REACH THE STATION FROM THE
 DF6050'JUNCTION OF
 DF6050'STATE HIGHWAY 23 WITH STATE HIGHWAY 67 IN THE CITY OF PLYMOUTH, GO
 DF6050'WEST ON STATE
 DF6050'HIGHWAY 23 FOR 5.0 KM TO COUNTY HIGHWAY S, TURN LEFT AND GO SOUTH ON
 DF6050'COUNTY HIGHWAY S
 DF6050'FOR 4.7 KM TO STATE HIGHWAY 67, CONTINUE SOUTH ON COUNTY HIGHWAY S FOR
 DF6050'0.3 KM TO THE
 DF6050'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF6050'TRANSPORTATION
 DF6050'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF6050'DIAMETER CONCRETE POST
 DF6050'SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DF6050'THE STATION IS 6.7 M
 DF6050'WEST OF THE CENTERLINE OF COUNTY HIGHWAY S, 34 M SOUTH OF THE
 DF6050'CENTERLINE OF
 DF6050'PRIVATE ENTRANCE --N5048--, 12.3 M NORTH OF A BLACK AND WHITE WOOD
 DF6050'POST MARKING A
 DF6050'CULVERT, 5.0 M SOUTH OF A WOOD POST MARKING A CULVERT, 0.4 M EAST OF A
 DF6050'WHITE PLASTIC
 DF6050'WITNESS POST, 1.0 M WEST, 1.0 M SOUTH, AND 1.0 M NORTH OF THREE 4X4
 DF6050'ORANGE PLASTIC
 DF6050'WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF6050'EXTENDING HIGHER THAN
 DF6050'15 DEGREES ABOVE THE HORIZON.
 DF6050' 
 DF6050' 
 DF6050' 
 DF6050' 
 DF6050' 
 DF6050' 
 DF6050' 
 DF6050'
 DF6050
 DF6050                          STATION RECOVERY (2003)
 DF6050
 DF6050'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0743 ***********************************************************************
 OM0743  DESIGNATION -  GERMANTOWN
 OM0743  PID         -  OM0743
 OM0743  STATE/COUNTY-  WI/WASHINGTON
 OM0743  USGS QUAD   -  MENOMONEE FALLS (1994)
 OM0743
 OM0743                         *CURRENT SURVEY CONTROL
 OM0743  ___________________________________________________________________
 OM0743* NAD 83(1991)-  43 13 40.16625(N)    088 04 16.66070(W)     ADJUSTED  
 OM0743* NAVD 88     -       282.     (meters)     925.     (feet)  SCALED    
 OM0743  ___________________________________________________________________
 OM0743  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 OM0743  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 OM0743
 OM0743  HORZ ORDER  -  SECOND
 OM0743
 OM0743.The horizontal coordinates were established by classical geodetic methods
 OM0743.and adjusted by the National Geodetic Survey in November 1991..
 OM0743
 OM0743.The orthometric height was scaled from a topographic map.
 OM0743
 OM0743.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0743
 OM0743.The geoid height was determined by GEOID03.
 OM0743
 OM0743;                    North         East     Units Scale Factor Converg.
 OM0743;SPC WI S     -   138,211.078   756,662.382   MT  0.99993711   +1 19 30.8
 OM0743;SPC WI S     -   453,447.51  2,482,483.16   sFT  0.99993711   +1 19 30.8
 OM0743;UTM  16      - 4,786,671.837   413,003.523   MT  0.99969310   -0 44 01.6
 OM0743
 OM0743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0743!SPC WI S     -   0.99996126  x   0.99993711  =   0.99989838
 OM0743!UTM  16      -   0.99996126  x   0.99969310  =   0.99965437
 OM0743
 OM0743:                Primary Azimuth Mark                     Grid Az
 OM0743:SPC WI S     -  CEDARBURG RAD STA KSD 96 MAST            025 20 38.6
 OM0743:UTM  16      -  CEDARBURG RAD STA KSD 96 MAST            027 24 11.0
 OM0743
 OM0743|---------------------------------------------------------------------|
 OM0743| PID    Reference Object                     Distance      Geod. Az  |
 OM0743|                                                           dddmmss.s |
 OM0743| OM0727 CEDARBURG RAD STA KSD 96 MAST       APPROX. 8.6 KM 0264009.4 |
 OM0743| CI9620 GERMANTOWN RM 1                      18.360 METERS 03157     |
 OM0743| OL0443 CEDARBURG TRINITY LUTH CH           APPROX.10.3 KM 0420655.5 |
 OM0743| OL0447 CEDARBURG IMMAN EVAN LUTH CH        APPROX.10.1 KM 0431205.9 |
 OM0743| OL0446 GRAFTON                             APPROX.16.3 KM 0434027.0 |
 OM0743| OL0445 CEDARBURG ST F BORGIA CATH CH       APPROX.10.0 KM 0440402.1 |
 OM0743| OM0741 FREISTADT TRINITY EVAN LUTH CH      APPROX. 2.4 KM 0700943.7 |
 OM0743| CI9619 GERMANTOWN AZ MK                                   0741227.8 |
 OM0743| OL0433 BROWN DEER H AND H NURSERY STK      APPROX.10.0 KM 1214750.1 |
 OM0743| OM0747 FUSSVILLE ST ANTHONY CATH CH        APPROX. 8.4 KM 1842208.2 |
 OM0743| OM0744 MENOMONEE FALLS ST PAULS EV CH      APPROX. 6.5 KM 2164119.4 |
 OM0743| OM0746 MENOMONEE FALLS MUNICIPAL TANK      APPROX. 6.5 KM 2174547.5 |
 OM0743| OM0745 MENOMONEE FALLS MID W MFG STK       APPROX. 5.9 KM 2175225.6 |
 OM0743| CI9621 GERMANTOWN RM 2                      20.557 METERS 25806     |
 OM0743| OM0725 DAVIDS STERN EV LUTH CH SPIRE       APPROX. 7.3 KM 3362138.4 |
 OM0743|---------------------------------------------------------------------|
 OM0743
 OM0743                          SUPERSEDED SURVEY CONTROL
 OM0743
 OM0743  NAD 83(1986)-  43 13 40.15627(N)    088 04 16.67001(W) AD(       ) 2
 OM0743  NAD 27      -  43 13 40.13300(N)    088 04 16.34300(W) AD(       ) 2
 OM0743
 OM0743.Superseded values are not recommended for survey control.
 OM0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0743.See file dsdata.txt to determine how the superseded data were derived.
 OM0743
 OM0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1300486672(NAD 83)
 OM0743_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0743_STAMPING: GERMANTOWN 1953
 OM0743_MARK LOGO: CGS   
 OM0743_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0743+STABILITY: SURFACE MOTION
 OM0743
 OM0743  HISTORY     - Date     Condition        Report By
 OM0743  HISTORY     - 1953     MONUMENTED       CGS
 OM0743  HISTORY     - 1964     SEE DESCRIPTION  ALSTER
 OM0743  HISTORY     - 19990601 GOOD             NGS
 OM0743
 OM0743                          STATION DESCRIPTION
 OM0743
 OM0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0743'STATION IS LOCATED 4 MILES NORTHEAST OF MENOMONEE FALLS,
 OM0743'2 MILES EAST OF GERMANTOWN AND ON PROPERTY OWNED BY MR. BEN
 OM0743'DICHER.  IT IS 63 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 OM0743'OF A HOUSE, 24 FEET WEST OF A FARM LANE AND 13 FEET NORTHWEST
 OM0743'OF A WHITE WITNESS POST AND FENCE LINE.  THE MARK IS FLUSH
 OM0743'AND THE DISK IS STAMPED GERMANTOWN 1953.
 OM0743'
 OM0743'REFERENCE MARK NO. 1 IS 13 FEET EAST OF THE FARM LANE AND 4
 OM0743'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL CONCRETE
 OM0743'BLOCK BUILDING.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 OM0743'GERMANTOWN NO 1 1953.
 OM0743'
 OM0743'REFERENCE MARK NO. 2 IS 70 FEET SOUTH OF THE SOUTHWEST CORNER
 OM0743'OF THE HOUSE AND 1 FOOT NORTH OF A FENCE LINE.  THE MARK IS
 OM0743'FLUSH AND THE DISK IS STAMPED GERMANTOWN NO 2 1953.
 OM0743'
 OM0743'AZIMUTH MARK IS 14 FEET SOUTH OF THE CENTER OF AN ENTRANCE
 OM0743'DRIVE AND 2 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK
 OM0743'PROJECTS 2 INCHES AND THE DISK IS STAMPED GERMANTOWN 1953.
 OM0743'
 OM0743'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 OM0743'45 AND STATE HIGHWAY 74, 2 MILES EAST OF MENOMONEE FALLS,
 OM0743'GO NORTH ON HIGHWAY 45 FOR 2.5 MILES TO A PAVED ROAD NORTH,
 OM0743'HIGHWAY 45 TURNS TO THE WEST.  GO NORTH ON PAVED ROAD FOR
 OM0743'0.6 MILE TO A CROSSROAD, TURN RIGHT AND GO EAST FOR 1.0 MILE
 OM0743'TO A GRAVEL CROSSROAD.  TURN LEFT AND GO NORTH FOR 0.5 MILE TO
 OM0743'AN ENTRANCE DRIVE ON THE LEFT.  TURN LEFT AND GO WEST FOR 0.2
 OM0743'MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE FOR 0.15 MILE TO
 OM0743'A HOUSE AND THE STATION AS DESCRIBED.
 OM0743'
 OM0743'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 OM0743
 OM0743                          STATION RECOVERY (1964)
 OM0743
 OM0743'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1964
 OM0743'STATION RECOVERED IN GOOD CONDITION.
 OM0743'
 OM0743'AZIMUTH MARK UNUSEABLE, A BARN HAS BEEN BUILT ON LINE OF SIGHT.
 OM0743
 OM0743                          STATION RECOVERY (1999)
 OM0743
 OM0743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (DJL)
 OM0743'CONC MON W/ BRASS CAP WAS FOUND I 4 INCHES BELOW GROUND, IN GOOD
 OM0743'CONDITION.  MON IS IN TALL BRUSH +/- 62 FT (18.9 M) SOUTHEASTERLY OF
 OM0743'EXISTING DWELLING AS SHOWN ON SKETCH.  RM-1 ALSO FOUND IN GOOD
 OM0743'CONDITION.  RM-2 NOT FOUND, CHICKEN COOP CONSTRUCTED OVER RECORD
 OM0743'LOCATION.  SEE ATTACHED SKETCH AND PHOTOS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF6038 ***********************************************************************
 DF6038  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6038  DESIGNATION -  GERMANTOWN GPS
 DF6038  PID         -  DF6038
 DF6038  STATE/COUNTY-  WI/WASHINGTON
 DF6038  USGS QUAD   -  MENOMONEE FALLS (1994)
 DF6038
 DF6038                         *CURRENT SURVEY CONTROL
 DF6038  ___________________________________________________________________
 DF6038* NAD 83(1997)-  43 14 07.64739(N)    088 04 29.64352(W)     ADJUSTED  
 DF6038* NAVD 88     -       269.31   (meters)     883.6    (feet)  GPS OBS   
 DF6038  ___________________________________________________________________
 DF6038  X           -     156,350.029 (meters)                     COMP
 DF6038  Y           -  -4,651,618.126 (meters)                     COMP
 DF6038  Z           -   4,346,756.494 (meters)                     COMP
 DF6038  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 DF6038  ELLIP HEIGHT-         234.41  (meters)          (06/11/03) GPS OBS
 DF6038  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 DF6038
 DF6038  HORZ ORDER  -  FIRST
 DF6038  ELLP ORDER  -  THIRD     CLASS I
 DF6038
 DF6038.The horizontal coordinates were established by GPS observations
 DF6038.and adjusted by the National Geodetic Survey in June 2003..
 DF6038
 DF6038.The orthometric height was determined by GPS observations and a
 DF6038.high-resolution geoid model using precise GPS observation and
 DF6038.processing techniques.
 DF6038
 DF6038.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6038
 DF6038.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6038
 DF6038.The ellipsoidal height was determined by GPS observations
 DF6038.and is referenced to NAD 83.
 DF6038
 DF6038.The geoid height was determined by GEOID03.
 DF6038
 DF6038;                    North         East     Units Scale Factor Converg.
 DF6038;SPC WI S     -   139,052.107   756,349.927   MT  0.99993671   +1 19 21.9
 DF6038;SPC WI S     -   456,206.79  2,481,458.05   sFT  0.99993671   +1 19 21.9
 DF6038;UTM  16      - 4,787,523.342   412,721.556   MT  0.99969370   -0 44 10.9
 DF6038
 DF6038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6038!SPC WI S     -   0.99996324  x   0.99993671  =   0.99989995
 DF6038!UTM  16      -   0.99996324  x   0.99969370  =   0.99965695
 DF6038
 DF6038                          SUPERSEDED SURVEY CONTROL
 DF6038
 DF6038.No superseded survey control is available for this station.
 DF6038
 DF6038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1272287523(NAD 83)
 DF6038_MARKER: DD = SURVEY DISK
 DF6038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6038_STAMPING: GERMANTOWN GPS 2001
 DF6038_MARK LOGO: WIDT  
 DF6038_PROJECTION: FLUSH
 DF6038_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6038+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2003
 DF6038
 DF6038  HISTORY     - Date     Condition        Report By
 DF6038  HISTORY     - 2000     MONUMENTED       WIDT
 DF6038  HISTORY     - 20031109 GOOD             USPSQD
 DF6038
 DF6038                          STATION DESCRIPTION
 DF6038
 DF6038'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DF6038'THE STATION IS LOCATED ABOUT 10 KM NORTHWEST OF MEQUON AND 6 KM
 DF6038'NORTHEAST OF
 DF6038'MENOMONEE FALLS.  OWNERSHIP--WASHINGTON COUNTY.  TO REACH THE STATION
 DF6038'FROM THE
 DF6038'JUNCTION OF STATE HIGHWAY 145 WITH STATE HIGHWAY 167 ABOUT 2 KM
 DF6038'NORTHWEST OF THE
 DF6038'VILLAGE OF GERMANTOWN, GO EAST ON STATE HIGHWAY 167 FOR 1.6 KM TO
 DF6038'COUNTRY AIRE DRIVE ON
 DF6038'THE LEFT, TURN LEFT AND GO NORTH ON COUNTRY AIRE DRIVE FOR 1.6 KM TO
 DF6038'COUNTY HIGHWAY F,
 DF6038'TURN RIGHT AND GO EAST ON COUNTY HIGHWAY F FOR 0.7 KM TO THE STATION
 DF6038'ON THE RIGHT.  THE
 DF6038'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DF6038'SURVEY CONTROL
 DF6038'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A
 DF6038'DEPTH OF 2.4 M AND
 DF6038'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 14.2 M SOUTH OF
 DF6038'THE CENTERLINE OF
 DF6038'COUNTY HIGHWAY F, 37.3 M SOUTHWEST OF A METAL POST FOR A --SPEED LIMIT
 DF6038'45-- SIGN, 31.9 M EAST
 DF6038'OF THE TOP CENTER OF A 0.6 M  DIAMETER CORRUGATED METAL CULVERT PIPE,
 DF6038'8 M SOUTHEAST OF
 DF6038'THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE --N120 W13282--, 2 M NORTH
 DF6038'OF A CULTIVATED
 DF6038'FIELD, 1.0 M EAST, 1.0 M WEST, AND 1.0 M SOUTH OF THREE 4X4 ORANGE
 DF6038'PLASTIC WITNESS POSTS.
 DF6038'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF6038'THAN 15 DEGREES
 DF6038'ABOVE THE HORIZON.
 DF6038' 
 DF6038' 
 DF6038' 
 DF6038' 
 DF6038' 
 DF6038' 
 DF6038' 
 DF6038' 
 DF6038' 
 DF6038'
 DF6038
 DF6038                          STATION RECOVERY (2003)
 DF6038
 DF6038'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6038'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS AT THE FIRST
 DF6038'EXTENDED DRIVEWAY WEST OF MARY BUTH LANE ON COUNTY HIGHWAY F.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF6040 ***********************************************************************
 DF6040  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6040  DESIGNATION -  GERMANTOWN N GPS
 DF6040  PID         -  DF6040
 DF6040  STATE/COUNTY-  WI/WASHINGTON
 DF6040  USGS QUAD   -  FIVE CORNERS (1994)
 DF6040
 DF6040                         *CURRENT SURVEY CONTROL
 DF6040  ___________________________________________________________________
 DF6040* NAD 83(1997)-  43 16 17.99012(N)    088 07 23.64499(W)     ADJUSTED  
 DF6040* NAVD 88     -       267.44   (meters)     877.4    (feet)  GPS OBS   
 DF6040  ___________________________________________________________________
 DF6040  X           -     152,335.633 (meters)                     COMP
 DF6040  Y           -  -4,648,992.137 (meters)                     COMP
 DF6040  Z           -   4,349,685.016 (meters)                     COMP
 DF6040  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 DF6040  ELLIP HEIGHT-         232.60  (meters)          (06/11/03) GPS OBS
 DF6040  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 DF6040
 DF6040  HORZ ORDER  -  FIRST
 DF6040  ELLP ORDER  -  THIRD     CLASS I
 DF6040
 DF6040.The horizontal coordinates were established by GPS observations
 DF6040.and adjusted by the National Geodetic Survey in June 2003..
 DF6040
 DF6040.The orthometric height was determined by GPS observations and a
 DF6040.high-resolution geoid model using precise GPS observation and
 DF6040.processing techniques.
 DF6040
 DF6040.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6040
 DF6040.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6040
 DF6040.The ellipsoidal height was determined by GPS observations
 DF6040.and is referenced to NAD 83.
 DF6040
 DF6040.The geoid height was determined by GEOID03.
 DF6040
 DF6040;                    North         East     Units Scale Factor Converg.
 DF6040;SPC WI S     -   142,983.781   752,334.580   MT  0.99993509   +1 17 22.3
 DF6040;SPC WI S     -   469,105.95  2,468,284.37   sFT  0.99993509   +1 17 22.3
 DF6040;UTM  16      - 4,791,595.794   408,851.004   MT  0.99970220   -0 46 11.9
 DF6040
 DF6040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6040!SPC WI S     -   0.99996353  x   0.99993509  =   0.99989862
 DF6040!UTM  16      -   0.99996353  x   0.99970220  =   0.99966574
 DF6040
 DF6040                          SUPERSEDED SURVEY CONTROL
 DF6040
 DF6040.No superseded survey control is available for this station.
 DF6040
 DF6040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0885191596(NAD 83)
 DF6040_MARKER: DD = SURVEY DISK
 DF6040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6040_STAMPING: GERMANTOWN N GPS 2001
 DF6040_MARK LOGO: WIDT  
 DF6040_PROJECTION: FLUSH
 DF6040_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6040+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2003
 DF6040
 DF6040  HISTORY     - Date     Condition        Report By
 DF6040  HISTORY     - 2000     MONUMENTED       WIDT
 DF6040  HISTORY     - 20031109 GOOD             USPSQD
 DF6040
 DF6040                          STATION DESCRIPTION
 DF6040
 DF6040'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DF6040'THE STATION IS LOCATED ABOUT 11 KM WEST-SOUTHWEST OF CEDARBURG AND 10
 DF6040'KM NORTH OF
 DF6040'MENOMONEE FALLS.  OWNERSHIP--WASHINGTON COUNTY.  TO REACH THE STATION
 DF6040'FROM THE
 DF6040'JUNCTION OF US HIGHWAY 45 AND STATE HIGHWAY 145 ABOUT 13 KM SOUTH OF
 DF6040'THE CITY OF WEST
 DF6040'BEND, GO SOUTHEAST ON STATE HIGHWAY 145 FOR 2.6 KM TO CEDAR LANE ON
 DF6040'THE LEFT, TURN LEFT
 DF6040'AND GO EAST ON CEDAR LANE FOR 2.9 KM TO COUNTY HIGHWAY G AND THE
 DF6040'STATION ON THE RIGHT.
 DF6040'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF6040'GEODETIC SURVEY
 DF6040'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DF6040'SET TO A DEPTH OF
 DF6040'2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 11.5
 DF6040'M WEST OF THE
 DF6040'CENTERLINE OF COUNTY HIGHWAY G, 56.5 M SOUTH OF THE CENTERLINE OF
 DF6040'CEDAR LANE, 26.9 M
 DF6040'WEST OF POWER POLE --72-8320--, 20.8 M SOUTH-SOUTHWEST OF A METAL POST
 DF6040'FOR A --SPEED LIMIT
 DF6040'50-- SIGN, 9 M EAST OF A CULTIVATED FIELD, 0.9 M EAST OF A WHITE
 DF6040'PLASTIC WITNESS POST, 1.0 M
 DF6040'NORTH, 1.0 M SOUTH, AND 1.0 M WEST OF THREE 4X4 ORANGE PLASTIC WITNESS
 DF6040'POSTS.
 DF6040'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF6040'THAN 15 DEGREES
 DF6040'ABOVE THE HORIZON.
 DF6040' 
 DF6040' 
 DF6040' 
 DF6040' 
 DF6040' 
 DF6040' 
 DF6040' 
 DF6040'
 DF6040
 DF6040                          STATION RECOVERY (2003)
 DF6040
 DF6040'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5481 ***********************************************************************
 DH5481  DESIGNATION -  GERMANTOWN N GPS
 DH5481  PID         -  DH5481
 DH5481  STATE/COUNTY-  WI/JUNEAU
 DH5481  USGS QUAD   -  DELLWOOD (1983)
 DH5481
 DH5481                         *CURRENT SURVEY CONTROL
 DH5481  ___________________________________________________________________
 DH5481* NAD 83(1997)-  43 58 46.13289(N)    089 59 43.42780(W)     ADJUSTED  
 DH5481* NAVD 88     -                                                        
 DH5481  ___________________________________________________________________
 DH5481  X           -         369.361 (meters)                     COMP
 DH5481  Y           -  -4,597,230.247 (meters)                     COMP
 DH5481  Z           -   4,406,615.832 (meters)                     COMP
 DH5481  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 DH5481  ELLIP HEIGHT-         236.90  (meters)          (08/01/05) GPS OBS
 DH5481  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 DH5481
 DH5481  HORZ ORDER  -  FIRST
 DH5481  ELLP ORDER  -  SECOND    CLASS I
 DH5481
 DH5481.The horizontal coordinates were established by GPS observations
 DH5481.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5481
 DH5481
 DH5481.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5481
 DH5481.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5481
 DH5481.The ellipsoidal height was determined by GPS observations
 DH5481.and is referenced to NAD 83.
 DH5481
 DH5481.The geoid height was determined by GEOID03.
 DH5481
 DH5481;                    North         East     Units Scale Factor Converg.
 DH5481;SPC WI S     -   219,907.261   600,369.341   MT  0.99998346   +0 00 11.4
 DH5481;SPC WI S     -   721,479.07  1,969,711.75   sFT  0.99998346   +0 00 11.4
 DH5481;UTM  16      - 4,873,956.631   259,759.942   MT  1.00030991   -2 04 51.6
 DH5481;UTM  15      - 4,873,983.504   740,978.495   MT  1.00031428   +2 05 14.6
 DH5481
 DH5481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5481!SPC WI S     -   0.99996285  x   0.99998346  =   0.99994631
 DH5481!UTM  16      -   0.99996285  x   1.00030991  =   1.00027275
 DH5481!UTM  15      -   0.99996285  x   1.00031428  =   1.00027712
 DH5481
 DH5481                          SUPERSEDED SURVEY CONTROL
 DH5481
 DH5481.No superseded survey control is available for this station.
 DH5481
 DH5481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP5976073957(NAD 83)
 DH5481_MARKER: DD = SURVEY DISK
 DH5481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5481_STAMPING: GERMANTOWN N GPS 2004
 DH5481_MARK LOGO: WIDT  
 DH5481_PROJECTION: FLUSH
 DH5481_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5481+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5481
 DH5481  HISTORY     - Date     Condition        Report By
 DH5481  HISTORY     - 2003     MONUMENTED       WIDT
 DH5481
 DH5481                          STATION DESCRIPTION
 DH5481
 DH5481'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5481'OWNERSHIP--JUNEAU COUNTY.  TO REACH THE STATION FROM THE  JUNCTION OF
 DH5481'STATE HIGHWAY 58 WITH COUNTY HIGHWAY G ABOUT 5 MI NORTHEAST OF THE
 DH5481'CITY OF  NEW LISBON, GO NORTHEAST ON COUNTY HIGHWAY G FOR 6.2 MI TO
 DH5481'29TH STREET, CONTINUE  NORTH ON COUNTY HIGHWAY G FOR 0.4 MI TO THE
 DH5481'STATION ON THE RIGHT.  THE STATION IS A  BRONZE WISCONSIN DEPARTMENT
 DH5481'OF TRANSPORTATION GEODETIC  SURVEY CONTROL STATION DISK SET IN THE TOP
 DH5481'OF A 41-CM DIAMETER CONCRETE POST ABOUT  LEVEL WITH THE HIGHWAY
 DH5481'PAVEMENT.  THE STATION IS 8.5 M EAST OF THE CENTERLINE OF COUNTY
 DH5481'HIGHWAY G, 50.6 M SOUTHEAST OF A POWERPOLE --17-4-3.2 52/46--, 41.0 M
 DH5481'NORTHEAST OF  A POWERPOLE --17-4-3.2 52/41--, 1.4 M WEST OF A BARBED
 DH5481'WIRE FENCE, 1.0 M SOUTH OF AN  ORANGE 4X4  PLASTIC WITNESS POST AND
 DH5481'1.0 M NORTH OF AN  ORANGE 4X4  PLASTIC WITNESS POST.   ---NOTE---THIS
 DH5481'STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DH5481'ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7491 ***********************************************************************
 DE7491  DESIGNATION -  GERMANTOWN S GPS
 DE7491  PID         -  DE7491
 DE7491  STATE/COUNTY-  WI/WASHINGTON
 DE7491  USGS QUAD   -  MENOMONEE FALLS (1994)
 DE7491
 DE7491                         *CURRENT SURVEY CONTROL
 DE7491  ___________________________________________________________________
 DE7491* NAD 83(1997)-  43 11 36.26930(N)    088 04 58.88971(W)     ADJUSTED  
 DE7491* NAVD 88     -       234.924  (meters)     770.75   (feet)  ADJUSTED  
 DE7491  ___________________________________________________________________
 DE7491  X           -     155,796.644 (meters)                     COMP
 DE7491  Y           -  -4,654,812.282 (meters)                     COMP
 DE7491  Z           -   4,343,328.210 (meters)                     COMP
 DE7491  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 DE7491  ELLIP HEIGHT-         200.02  (meters)          (06/11/03) GPS OBS
 DE7491  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 DE7491  DYNAMIC HT  -         234.865 (meters)     770.55  (feet)  COMP
 DE7491  MODELED GRAV-     980,365.7   (mgal)                       NAVD 88
 DE7491
 DE7491  HORZ ORDER  -  FIRST
 DE7491  VERT ORDER  -  SECOND    CLASS I
 DE7491  ELLP ORDER  -  THIRD     CLASS I
 DE7491
 DE7491.The horizontal coordinates were established by GPS observations
 DE7491.and adjusted by the National Geodetic Survey in June 2003..
 DE7491
 DE7491.The orthometric height was determined by differential leveling
 DE7491.and adjusted by the National Geodetic Survey in May 2003..
 DE7491
 DE7491.Photographs are available for this station.
 DE7491
 DE7491.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7491
 DE7491.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7491
 DE7491.The ellipsoidal height was determined by GPS observations
 DE7491.and is referenced to NAD 83.
 DE7491
 DE7491.The geoid height was determined by GEOID03.
 DE7491
 DE7491.The dynamic height is computed by dividing the NAVD 88
 DE7491.geopotential number by the normal gravity value computed on the
 DE7491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7491.degrees latitude (g = 980.6199 gals.).
 DE7491
 DE7491.The modeled gravity was interpolated from observed gravity values.
 DE7491
 DE7491;                    North         East     Units Scale Factor Converg.
 DE7491;SPC WI S     -   134,366.865   755,797.622   MT  0.99993909   +1 19 01.8
 DE7491;SPC WI S     -   440,835.29  2,479,646.03   sFT  0.99993909   +1 19 01.8
 DE7491;UTM  16      - 4,782,862.101   412,001.466   MT  0.99969526   -0 44 28.8
 DE7491
 DE7491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7491!SPC WI S     -   0.99996863  x   0.99993909  =   0.99990773
 DE7491!UTM  16      -   0.99996863  x   0.99969526  =   0.99966390
 DE7491
 DE7491                          SUPERSEDED SURVEY CONTROL
 DE7491
 DE7491  NAVD 88 (06/11/03)  234.92   (m)          770.7    (f) LEVELING    3  
 DE7491
 DE7491.Superseded values are not recommended for survey control.
 DE7491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7491.See file dsdata.txt to determine how the superseded data were derived.
 DE7491
 DE7491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1200182862(NAD 83)
 DE7491_MARKER: DD = SURVEY DISK
 DE7491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7491_STAMPING: GERMANTOWN S GPS 2001
 DE7491_MARK LOGO: WIDT  
 DE7491_PROJECTION: FLUSH
 DE7491_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7491+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2003
 DE7491
 DE7491  HISTORY     - Date     Condition        Report By
 DE7491  HISTORY     - 2000     MONUMENTED       WIDT
 DE7491  HISTORY     - 2002     GOOD             WIDT
 DE7491  HISTORY     - 20031109 GOOD             USPSQD
 DE7491
 DE7491                          STATION DESCRIPTION
 DE7491
 DE7491'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7491'THE STATION IS LOCATED ABOUT 13 KM SOUTHWEST OF MEQUON AND 3 KM
 DE7491'NORTHEAST OF MENOMONEE FALLS.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 DE7491'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY
 DE7491'45 AND US HIGHWAY 41 WITH COUNTY HIGHWAY Q IN THE VILLAGE OF
 DE7491'GERMANTOWN, GO EAST ON COUNTY HIGHWAY Q FOR 2.6 KM TO HELD DRIVE ON
 DE7491'THE RIGHT, CONTINUE EAST ON COUNTY HIGHWAY Q FOR 0.6 KM TO STATE
 DE7491'HIGHWAY 145, TURN LEFT AND GO NORTH ON STATE HIGHWAY 145 FOR 0.2 KM
 DE7491'TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DE7491'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DE7491'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DE7491'AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 11.1 M
 DE7491'EAST OF THE CENTERLINE OF STATE HIGHWAY 145, 12.0 M NORTHWEST OF A
 DE7491'METAL R/W POST, 10.0 M SOUTHEAST OF A WOOD POST FOR A --SPEED LIMIT
 DE7491'45-- SIGN, 6 M WEST OF A CULTIVATED FIELD, AND 1.0 M WEST OF A WHITE
 DE7491'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DE7491'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7491
 DE7491                          STATION RECOVERY (2002)
 DE7491
 DE7491'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (DJH)
 DE7491'RECOVERED AS DESCRIBED.  ---NOTE---THE STATION IS NOW NORTHWEST,
 DE7491'SOUTHWEST AND EAST OF A 4X4 ORANGE PLASTIC WITNESS POST.
 DE7491' 
 DE7491'
 DE7491
 DE7491                          STATION RECOVERY (2003)
 DE7491
 DE7491'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7491'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS IN THE CENTER OF A
 DE7491'TRIANGLE FORMED BY THREE ORANGE 4X4 PLASTIC GUARD POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF6039 ***********************************************************************
 DF6039  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6039  DESIGNATION -  GERMANTOWN W GPS
 DF6039  PID         -  DF6039
 DF6039  STATE/COUNTY-  WI/WASHINGTON
 DF6039  USGS QUAD   -  SUSSEX (1994)
 DF6039
 DF6039                         *CURRENT SURVEY CONTROL
 DF6039  ___________________________________________________________________
 DF6039* NAD 83(1997)-  43 12 56.00225(N)    088 08 42.85752(W)     ADJUSTED  
 DF6039* NAVD 88     -       262.80   (meters)     862.2    (feet)  GPS OBS   
 DF6039  ___________________________________________________________________
 DF6039  X           -     150,688.372 (meters)                     COMP
 DF6039  Y           -  -4,653,315.397 (meters)                     COMP
 DF6039  Z           -   4,345,140.975 (meters)                     COMP
 DF6039  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 DF6039  ELLIP HEIGHT-         228.00  (meters)          (06/11/03) GPS OBS
 DF6039  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 DF6039
 DF6039  HORZ ORDER  -  FIRST
 DF6039  ELLP ORDER  -  THIRD     CLASS I
 DF6039
 DF6039.The horizontal coordinates were established by GPS observations
 DF6039.and adjusted by the National Geodetic Survey in June 2003..
 DF6039
 DF6039.The orthometric height was determined by GPS observations and a
 DF6039.high-resolution geoid model using precise GPS observation and
 DF6039.processing techniques.
 DF6039
 DF6039.Photographs are available for this station.
 DF6039
 DF6039.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6039
 DF6039.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6039
 DF6039.The ellipsoidal height was determined by GPS observations
 DF6039.and is referenced to NAD 83.
 DF6039
 DF6039.The geoid height was determined by GEOID03.
 DF6039
 DF6039;                    North         East     Units Scale Factor Converg.
 DF6039;SPC WI S     -   136,712.329   750,687.510   MT  0.99993777   +1 16 27.9
 DF6039;SPC WI S     -   448,530.37  2,462,880.61   sFT  0.99993777   +1 16 27.9
 DF6039;UTM  16      - 4,785,389.012   406,980.098   MT  0.99970644   -0 47 03.3
 DF6039
 DF6039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6039!SPC WI S     -   0.99996425  x   0.99993777  =   0.99990202
 DF6039!UTM  16      -   0.99996425  x   0.99970644  =   0.99967070
 DF6039
 DF6039                          SUPERSEDED SURVEY CONTROL
 DF6039
 DF6039.No superseded survey control is available for this station.
 DF6039
 DF6039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0698085389(NAD 83)
 DF6039_MARKER: DD = SURVEY DISK
 DF6039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6039_STAMPING: GERMANTOWN W GPS 2001
 DF6039_MARK LOGO: WIDT  
 DF6039_PROJECTION: FLUSH
 DF6039_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6039+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2003
 DF6039
 DF6039  HISTORY     - Date     Condition        Report By
 DF6039  HISTORY     - 2000     MONUMENTED       WIDT
 DF6039  HISTORY     - 2002     GOOD             WIDT
 DF6039  HISTORY     - 20031109 GOOD             USPSQD
 DF6039
 DF6039                          STATION DESCRIPTION
 DF6039
 DF6039'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DF6039'THE STATION IS LOCATED ABOUT 16 KM WEST OF MEQUON AND 5 KM NORTH OF
 DF6039'MENOMONEE FALLS.
 DF6039'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF6039'STATION FROM THE
 DF6039'JUNCTION OF STATE HIGHWAY 145 WITH STATE HIGHWAY 167 ABOUT 2 KM
 DF6039'NORTHWEST OF THE
 DF6039'VILLAGE OF GERMANTOWN, GO WEST ON STATE HIGHWAY 167 FOR 2.4 KM TO
 DF6039'RIVER LANE, CONTINUE
 DF6039'WEST ON STATE HIGHWAY 167 FOR 1.2 KM TO THE STATION ON THE LEFT.  THE
 DF6039'STATION IS A BRONZE
 DF6039'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DF6039'DISK SET IN
 DF6039'THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND
 DF6039'ABOUT 0.5 M BELOW
 DF6039'THE HIGHWAY PAVEMENT.  THE STATION IS 20.3 M SOUTHEAST OF THE
 DF6039'CENTERLINE OF THE
 DF6039'EASTBOUND LANES OF STATE HIGHWAY 167, 63 M SOUTHWEST OF THE
 DF6039'EASTERNMOST WOOD POST
 DF6039'FOR A --MAPLE ROAD-- SIGN, 53.4 M NORTHEAST OF A WOOD POST FOR A
 DF6039'--SPEED LIMIT 50-- SIGN, 2.5 M
 DF6039'NORTHWEST OF A WIRE MESH FENCE, 1.0 M SOUTH, 1.0 M EAST, AND 1.0 M
 DF6039'WEST OF THREE 4X4
 DF6039'ORANGE PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE
 DF6039'OBSTRUCTIONS
 DF6039'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF6039' 
 DF6039' 
 DF6039' 
 DF6039' 
 DF6039' 
 DF6039' 
 DF6039'
 DF6039
 DF6039                          STATION RECOVERY (2002)
 DF6039
 DF6039'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (DJH)
 DF6039'RECOVERED AS DESCRIBED.
 DF6039' 
 DF6039'
 DF6039
 DF6039                          STATION RECOVERY (2003)
 DF6039
 DF6039'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6039'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 100 FEET
 DF6039'SOUTHWEST OF A --SPEED LIMIT 45-- SIGN POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5480 ***********************************************************************
 DH5480  DESIGNATION -  GERMANTOWN W GPS
 DH5480  PID         -  DH5480
 DH5480  STATE/COUNTY-  WI/JUNEAU
 DH5480  USGS QUAD   -  KELLY (1983)
 DH5480
 DH5480                         *CURRENT SURVEY CONTROL
 DH5480  ___________________________________________________________________
 DH5480* NAD 83(1997)-  43 56 44.73701(N)    090 02 08.92590(W)     ADJUSTED  
 DH5480* NAVD 88     -                                                        
 DH5480  ___________________________________________________________________
 DH5480  X           -      -2,875.125 (meters)                     COMP
 DH5480  Y           -  -4,599,829.029 (meters)                     COMP
 DH5480  Z           -   4,403,917.445 (meters)                     COMP
 DH5480  LAPLACE CORR-          -4.78  (seconds)                    DEFLEC99
 DH5480  ELLIP HEIGHT-         234.93  (meters)          (08/01/05) GPS OBS
 DH5480  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 DH5480
 DH5480  HORZ ORDER  -  FIRST
 DH5480  ELLP ORDER  -  SECOND    CLASS I
 DH5480
 DH5480.The horizontal coordinates were established by GPS observations
 DH5480.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5480
 DH5480
 DH5480.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5480
 DH5480.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5480
 DH5480.The ellipsoidal height was determined by GPS observations
 DH5480.and is referenced to NAD 83.
 DH5480
 DH5480.The geoid height was determined by GEOID03.
 DH5480
 DH5480;                    North         East     Units Scale Factor Converg.
 DH5480;SPC WI S     -   216,161.141   597,125.044   MT  0.99997768   -0 01 28.6
 DH5480;SPC WI S     -   709,188.68  1,959,067.75   sFT  0.99997768   -0 01 28.6
 DH5480;UTM  15      - 4,870,120.661   737,871.524   MT  1.00029599   +2 03 28.9
 DH5480;UTM  16      - 4,870,329.717   256,380.437   MT  1.00033003   -2 06 28.1
 DH5480
 DH5480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5480!SPC WI S     -   0.99996316  x   0.99997768  =   0.99994084
 DH5480!UTM  15      -   0.99996316  x   1.00029599  =   1.00025914
 DH5480!UTM  16      -   0.99996316  x   1.00033003  =   1.00029318
 DH5480
 DH5480                          SUPERSEDED SURVEY CONTROL
 DH5480
 DH5480.No superseded survey control is available for this station.
 DH5480
 DH5480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ3787270121(NAD 83)
 DH5480_MARKER: DD = SURVEY DISK
 DH5480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5480_STAMPING: GERMANTOWN W GPS 2004
 DH5480_MARK LOGO: WIDT  
 DH5480_PROJECTION: FLUSH
 DH5480_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5480+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5480
 DH5480  HISTORY     - Date     Condition        Report By
 DH5480  HISTORY     - 2003     MONUMENTED       WIDT
 DH5480  HISTORY     - 20060702 GOOD             GEOCAC
 DH5480
 DH5480                          STATION DESCRIPTION
 DH5480
 DH5480'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5480'OWNERSHIP--JUNEAU COUNTY.  TO REACH THE STATION FROM THE  JUNCTION OF
 DH5480'STATE HIGHWAY 56 WITH COUNTY HIGHWAY G ABOUT 5 MI NORTHEAST OF THE
 DH5480'CITY OF  NEW LISBON, GO NORTHEAST ON COUNTY HIGHWAY G FOR 2.2 MI TO
 DH5480'WATER STREET, CONTINUE ON  COUNTY HIGHWAY 0.2 MI TO THE STATION ON THE
 DH5480'RIGHT.  THE STATION IS A  BRONZE WISCONSIN DEPARTMENT OF
 DH5480'TRANSPORTATION GEODETIC  SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH5480'A 41-CM DIAMETER CONCRETE POST ABOUT  LEVEL WITH THE HIGHWAY PAVEMENT.
 DH5480'THE STATION IS 13.5 M SOUTHEAST OF THE CENTERLINE OF  COUNTY HIGHWAY
 DH5480'G, 7 M SOUTHWEST OF THE CENTERLINE OF THE SOUTHERN MOST ENTRANCE TO  A
 DH5480'SMALL PARKING AREA, 6.5 M SOUTHEAST OF  A POWERPOLE, 3 M NORTHWEST OF
 DH5480'CASTLE ROCK LAKE, 1.0 M SOUTHWEST OF AN  ORANGE 4X4  PLASTIC WITNESS
 DH5480'POST AND 1.0 M NORTHEAST OF AN  ORANGE 4X4  PLASTIC WITNESS POST.
 DH5480'---NOTE---THIS  STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER
 DH5480'THAN 15 DEGREES ABOVE THE HORIZON.
 DH5480
 DH5480                          STATION RECOVERY (2006)
 DH5480
 DH5480'RECOVERY NOTE BY GEOCACHING 2006 (NPP)
 DH5480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0118 ***********************************************************************
 QN0118  DESIGNATION -  GERT
 QN0118  PID         -  QN0118
 QN0118  STATE/COUNTY-  WI/RUSK
 QN0118  USGS QUAD   -  TONY (1981)
 QN0118
 QN0118                         *CURRENT SURVEY CONTROL
 QN0118  ___________________________________________________________________
 QN0118* NAD 83(1991)-  45 28 58.13662(N)    090 58 57.07296(W)     ADJUSTED  
 QN0118* NAVD 88     -       371.937  (meters)    1220.26   (feet)  ADJUSTED  
 QN0118  ___________________________________________________________________
 QN0118  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 QN0118  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 QN0118  DYNAMIC HT  -         371.921 (meters)    1220.21  (feet)  COMP
 QN0118  MODELED GRAV-     980,564.4   (mgal)                       NAVD 88
 QN0118
 QN0118  HORZ ORDER  -  FIRST
 QN0118  VERT ORDER  -  FIRST     CLASS II
 QN0118
 QN0118.The horizontal coordinates were established by classical geodetic methods
 QN0118.and adjusted by the National Geodetic Survey in November 1991..
 QN0118
 QN0118.The orthometric height was determined by differential leveling
 QN0118.and adjusted by the National Geodetic Survey in June 1991..
 QN0118
 QN0118.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0118
 QN0118.The geoid height was determined by GEOID03.
 QN0118
 QN0118.The dynamic height is computed by dividing the NAVD 88
 QN0118.geopotential number by the normal gravity value computed on the
 QN0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0118.degrees latitude (g = 980.6199 gals.).
 QN0118
 QN0118.The modeled gravity was interpolated from observed gravity values.
 QN0118
 QN0118;                    North         East     Units Scale Factor Converg.
 QN0118;SPC WI C     -   183,760.330   523,186.884   MT  0.99999677   -0 41 35.7
 QN0118;SPC WI C     -   602,887.02  1,716,488.97   sFT  0.99999677   -0 41 35.7
 QN0118;UTM  15      - 5,038,567.087   657,666.674   MT  0.99990564   +1 26 19.8
 QN0118
 QN0118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0118!SPC WI C     -   0.99994644  x   0.99999677  =   0.99994321
 QN0118!UTM  15      -   0.99994644  x   0.99990564  =   0.99985209
 QN0118
 QN0118|---------------------------------------------------------------------|
 QN0118| PID    Reference Object                     Distance      Geod. Az  |
 QN0118|                                                           dddmmss.s |
 QN0118| CJ4999 GERT RM                              17.220 METERS 32605     |
 QN0118|---------------------------------------------------------------------|
 QN0118
 QN0118                          SUPERSEDED SURVEY CONTROL
 QN0118
 QN0118  NAD 83(1986)-  45 28 58.13238(N)    090 58 57.06933(W) AD(       ) 1
 QN0118  NAD 27      -  45 28 58.24300(N)    090 58 56.55900(W) AD(       ) 1
 QN0118  NGVD 29 (??/??/92)  371.942  (m)         1220.28   (f) ADJ UNCH    1 2
 QN0118
 QN0118.Superseded values are not recommended for survey control.
 QN0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0118.See file dsdata.txt to determine how the superseded data were derived.
 QN0118
 QN0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL5766738567(NAD 83)
 QN0118_MARKER: DS = TRIANGULATION STATION DISK
 QN0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0118_STAMPING: GERT 1921
 QN0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0118+STABILITY: SURFACE MOTION
 QN0118
 QN0118  HISTORY     - Date     Condition        Report By
 QN0118  HISTORY     - 1921     MONUMENTED       CGS
 QN0118  HISTORY     - 1922     POOR             NGS
 QN0118  HISTORY     - 1952     MARK NOT FOUND   CGS
 QN0118  HISTORY     - 1985     MARK NOT FOUND   NGS
 QN0118  HISTORY     - 20040929 MARK NOT FOUND   WIDT
 QN0118
 QN0118                          STATION DESCRIPTION
 QN0118
 QN0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0118'STATION IS ABOUT 1/2 MILE E OF TONY, ON THE EXTENSION OF THE
 QN0118'S RAIL FROM THE E AND ON THE N RAIL FROM THE W ON THE FIRST
 QN0118'CURVE E OF TONY.  IT IS 180 METERS E OF MILEPOST 136, 2.415
 QN0118'METERS (7.923 FEET) S OF THE MINNEAPOLIS, ST. PAUL AND SAULT
 QN0118'STE. MARIE RAILWAY.  REFERENCE MARK IS ON THE OPPOSITE SIDE
 QN0118'OF THE TRACK.
 QN0118'
 QN0118'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 QN0118'DISKS SET IN CONCRETE.
 QN0118
 QN0118                          STATION RECOVERY (1922)
 QN0118
 QN0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 QN0118'0.5 MI E FROM TONY.
 QN0118'1/2 MILE EAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QN0118'MARIE RAILROAD FROM TONY, RUSK COUNTY, 197 YARDS EAST OF
 QN0118'MILEPOST 136, AT THE FIRST CURVE EAST OF TONY, AT THE INTERSECTION
 QN0118'OF THE LINES DEFINED BY THE SOUTH RAIL OF THE EAST TANGENT AND
 QN0118'THE NORTH RAIL OF THE WEST TANGENT, AND 7.9 FEET SOUTH OF THE
 QN0118'TRACK.  A STANDARD TRIANGULATION-STATION DISK, STAMPED GERT
 QN0118'1921 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT WAS
 QN0118'REPORTED IN OCTOBER 1934 THAT THIS BENCH MARK APPEARED TO HAVE
 QN0118'BEEN DISTURBED.
 QN0118
 QN0118                          STATION RECOVERY (1952)
 QN0118
 QN0118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QN0118'STATION MARK NOT RECOVERED, CONSIDERABLE PRODDING WAS DONE
 QN0118'FROM THE ORIGINAL DESCRIPTION DISTANCES.  IT IS POSSIBLE THAT
 QN0118'THE SURFACE MARK HAS BEEN DESTROYED AND THE PRODDING WAS NOT
 QN0118'DEEP ENOUGH TO REACH THE SUBSURFACE MARK.
 QN0118'
 QN0118'THE REFERENCE MARK WAS RECOVERED AND FOUND TO BE IN GOOD
 QN0118'CONDITION.
 QN0118
 QN0118                          STATION RECOVERY (1985)
 QN0118
 QN0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QN0118'MARK NOT FOUND.
 QN0118
 QN0118                          STATION RECOVERY (2004)
 QN0118
 QN0118'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB8423 ***********************************************************************
 AB8423  DESIGNATION -  GESKE
 AB8423  PID         -  AB8423
 AB8423  STATE/COUNTY-  WI/BURNETT
 AB8423  USGS QUAD   -  SIREN EAST (1982)
 AB8423
 AB8423                         *CURRENT SURVEY CONTROL
 AB8423  ___________________________________________________________________
 AB8423* NAD 83(1997)-  45 47 29.66245(N)    092 18 01.09005(W)     ADJUSTED  
 AB8423* NAVD 88     -       297.7    (meters)     977.     (feet)  GPS OBS   
 AB8423  ___________________________________________________________________
 AB8423  X           -    -178,816.441 (meters)                     COMP
 AB8423  Y           -  -4,451,554.009 (meters)                     COMP
 AB8423  Z           -   4,549,318.372 (meters)                     COMP
 AB8423  LAPLACE CORR-          -7.09  (seconds)                    DEFLEC99
 AB8423  ELLIP HEIGHT-         270.54  (meters)          (01/30/03) GPS OBS
 AB8423  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AB8423
 AB8423  HORZ ORDER  -  FIRST
 AB8423  ELLP ORDER  -  FOURTH    CLASS I
 AB8423
 AB8423.The horizontal coordinates were established by GPS observations
 AB8423.and adjusted by the National Geodetic Survey in January 2003..
 AB8423
 AB8423.The orthometric height was determined by GPS observations and a
 AB8423.high-resolution geoid model.
 AB8423
 AB8423.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8423
 AB8423.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8423
 AB8423.The ellipsoidal height was determined by GPS observations
 AB8423.and is referenced to NAD 83.
 AB8423
 AB8423.The geoid height was determined by GEOID03.
 AB8423
 AB8423;                    North         East     Units Scale Factor Converg.
 AB8423;SPC WI N     -    72,044.029   421,174.028   MT  0.99996678   -1 39 33.7
 AB8423;SPC WI N     -   236,364.45  1,381,801.79   sFT  0.99996678   -1 39 33.7
 AB8423;UTM  15      - 5,071,128.264   554,382.208   MT  0.99963636   +0 30 05.6
 AB8423
 AB8423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8423!SPC WI N     -   0.99995759  x   0.99996678  =   0.99992437
 AB8423!UTM  15      -   0.99995759  x   0.99963636  =   0.99959396
 AB8423
 AB8423                          SUPERSEDED SURVEY CONTROL
 AB8423
 AB8423  NAD 83(1991)-  45 47 29.66201(N)    092 18 01.08852(W) AD(       ) 1
 AB8423  ELLIP H (12/09/96)  270.59   (m)                       GP(       ) 4 1
 AB8423
 AB8423.Superseded values are not recommended for survey control.
 AB8423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8423.See file dsdata.txt to determine how the superseded data were derived.
 AB8423
 AB8423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL5438271128(NAD 83)
 AB8423_MARKER: DD = SURVEY DISK
 AB8423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8423_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8423+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB8423
 AB8423  HISTORY     - Date     Condition        Report By
 AB8423  HISTORY     - 1993     MONUMENTED       WI-013
 AB8423
 AB8423                          STATION DESCRIPTION
 AB8423
 AB8423'DESCRIBED BY BURNETT COUNTY WISCONSIN 1993
 AB8423'THE STATION IS LOCATED 6.3 KM (3.90 MI) NORTHEAST OF THE VILLAGE OF
 AB8423'SIREN (WHERE STATE TRUNK HIGHWAY 70 (FROM WEST) AND STATE TRUNK
 AB8423'HIGHWAY 35 INTERSECT) , 5.8 KM (3.60 MI) SOUTHEAST OF THE INTERSECTION
 AB8423'OF STATE TRUNK HIGHWAY 35 AND STATE TRUNK HIGHWAY 70 (FROM EAST) IN
 AB8423'THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER, SECTION 12, T38N,
 AB8423'R16W, TOWN OF SIREN.  TO REACH THE STATION FROM THE INTERSECTION OF
 AB8423'STATE TRUNK HIGHWAY 35 AND STATE TRUNK HIGHWAY 70 (FROM EAST) , GO
 AB8423'EAST ALONG STATE TRUNK HIGHWAY 70 4.8 KM (3.00 MI) TO WALBERG ROAD, GO
 AB8423'RIGHT (SOUTH) ALONG WALBERG ROAD 1.0 KM (0.60 MI) TO POLANSKY ROAD, GO
 AB8423'EAST THEN SOUTH ALONG POLANSKY ROAD 3.0 KM (1.85 MI) TO CLAM LAKE
 AB8423'DRIVE AND THE STATION.  THE STATION IS LOCATED 27 FEET (8.2 M) SOUTH
 AB8423'OF CLAM LAKE DRIVE, 18 FEET (5.5 M) EAST OF POLANSKY ROAD EXTENDED
 AB8423'SOUTH.  FIBERGLASS WITNESS POST SET 2 FEET (0.6 M) NORTH OF THE
 AB8423'STATION.  THE STATION MARKER IS SET IN A 30 CM ROUND CONCRETE MONUMENT
 AB8423'5 CM BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0464 ***********************************************************************
 OL0464  DESIGNATION -  GIBBSVILLE
 OL0464  PID         -  OL0464
 OL0464  STATE/COUNTY-  WI/SHEBOYGAN
 OL0464  USGS QUAD   -  SHEBOYGAN FALLS (1994)
 OL0464
 OL0464                         *CURRENT SURVEY CONTROL
 OL0464  ___________________________________________________________________
 OL0464* NAD 83(1991)-  43 39 12.41116(N)    087 49 32.68084(W)     ADJUSTED  
 OL0464* NAVD 88     -       220.     (meters)     722.     (feet)  SCALED    
 OL0464  ___________________________________________________________________
 OL0464  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 OL0464  GEOID HEIGHT-         -35.53  (meters)                     GEOID03
 OL0464
 OL0464  HORZ ORDER  -  THIRD
 OL0464
 OL0464.The horizontal coordinates were established by classical geodetic methods
 OL0464.and adjusted by the National Geodetic Survey in November 1991..
 OL0464
 OL0464.The orthometric height was scaled from a topographic map.
 OL0464
 OL0464.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0464
 OL0464.The geoid height was determined by GEOID03.
 OL0464
 OL0464;                    North         East     Units Scale Factor Converg.
 OL0464;SPC WI S     -   185,969.963   775,370.574   MT  0.99994221   +1 29 38.2
 OL0464;SPC WI S     -   610,136.45  2,543,861.62   sFT  0.99994221   +1 29 38.2
 OL0464;UTM  16      - 4,833,714.430   433,412.417   MT  0.99965454   -0 34 12.1
 OL0464
 OL0464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0464!SPC WI S     -   0.99997108  x   0.99994221  =   0.99991329
 OL0464!UTM  16      -   0.99997108  x   0.99965454  =   0.99962563
 OL0464
 OL0464|---------------------------------------------------------------------|
 OL0464| PID    Reference Object                     Distance      Geod. Az  |
 OL0464|                                                           dddmmss.s |
 OL0464| CI9623 GIBBSVILLE RM 1                      28.311 METERS 01203     |
 OL0464| OL0468 ST GEORGE CATHOLIC CH SPIRE         APPROX. 2.8 KM 0485259.6 |
 OL0464| CI9622 GIBBSVILLE AZ MK                                   1171618.3 |
 OL0464| OL0473 OOSTBURG MUNICIPAL TANK             APPROX. 4.5 KM 1392052.1 |
 OL0464| OL0474 OOSTBURG COLD STORAGE CO STACK      APPROX. 4.2 KM 1500132.2 |
 OL0464| CI9624 GIBBSVILLE RM 2                      25.352 METERS 26709     |
 OL0464| OL0465 GIBBSVILLE REFORM CHURCH SPIRE       79.739 METERS 29118     |
 OL0464|---------------------------------------------------------------------|
 OL0464
 OL0464                          SUPERSEDED SURVEY CONTROL
 OL0464
 OL0464  NAD 83(1986)-  43 39 12.39807(N)    087 49 32.68436(W) AD(       ) 3
 OL0464  NAD 27      -  43 39 12.41100(N)    087 49 32.36300(W) AD(       ) 3
 OL0464
 OL0464.Superseded values are not recommended for survey control.
 OL0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0464.See file dsdata.txt to determine how the superseded data were derived.
 OL0464
 OL0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3341233714(NAD 83)
 OL0464_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OL0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0464
 OL0464  HISTORY     - Date     Condition        Report By
 OL0464  HISTORY     - 1953     MONUMENTED       CGS
 OL0464  HISTORY     - 20031204 MARK NOT FOUND   USPSQD
 OL0464
 OL0464                          STATION DESCRIPTION
 OL0464
 OL0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OL0464'THE STATION IS LOCATED IN THE VILLAGE OF GIBBSVILLE, ON THE PROPERTY
 OL0464'OWNED BY THE GIBBSVILLE
 OL0464'REFORMED CHURCH.  IT IS IN THE SOUTHEAST CORNER OF THE CHURCH LOT,
 OL0464'195 FEET SOUTHEAST OF THE
 OL0464'SOUTHEAST CORNER OF THE CHURCH, 19 FEET SOUTHWEST OF A 12 INCH
 OL0464'ASH TREE, 19 FEET NORTHWEST OF A WHITE
 OL0464'WITNESS POST AND 17 FEET WEST OF A FENCE LINE.
 OL0464'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 OL0464'GIBBSVILLE 1953.
 OL0464'
 OL0464'REFERENCE MARK NO. 1 IS ON THE EAST SIDE OF THE CHURCH LOT, 189 FEET
 OL0464'EAST OF THE SOUTHEAST
 OL0464'CORNER OF THE CHURCH AND 7 FEET WEST OF A FENCE LINE.  THE MARK
 OL0464'PROJECTS ABOUT 4 INCHES AND THE
 OL0464'DISK IS STAMPED GIBBSVILLE NO 1 1953.
 OL0464'
 OL0464'REFERENCE MARK NO. 2 IS 180 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 OL0464'THE CHURCH 8 FEET NORTHWEST
 OL0464'OF A 12 INCH ELM TREE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 OL0464'GIBBSVILLE NO 2 1953.
 OL0464'
 OL0464'AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE WEST
 OL0464'END OF THE NORTH GUARD RAIL
 OL0464'POST, 66 FEET WEST OF THE WEST PIER OF THE BRIDGE AND 18 FEET NORTH
 OL0464'OF THE CENTER OF COUNTY HIGHWAY 00.
 OL0464'THE DISK IS STAMPED GIBBSVILLE 1953.
 OL0464'
 OL0464'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON STATE HIGHWAY
 OL0464'32 FOR 0.1 MILE TO COUNTY
 OL0464'HIGHWAY 00, TURN LEFT ON HIGHWAY 00 AND GO EAST FOR 0.2 MILE TO
 OL0464'BRIDGE AND AZIMUTH MARK ON THE
 OL0464'LEFT AS DESCRIBED.
 OL0464'
 OL0464'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 OL0464
 OL0464                          STATION RECOVERY (2003)
 OL0464
 OL0464'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OL0464'THE STATION AND REFERENCE MARKS 1 AND 2 WERE NOT FOUND.  THE CHURCH
 OL0464'WAS REBUILT IN 1966 WITH NEW LANDSCAPPING AND PARKING LOTS.
 OL0464'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.  ADD-- THE AZIMUTH
 OL0464'MARK IS 9.5 FEET SOUTH OF UTILITY POLE NUMBER --00-03226--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0465 ***********************************************************************
 OL0465  DESIGNATION -  GIBBSVILLE REFORM CHURCH SPIRE
 OL0465  PID         -  OL0465
 OL0465  STATE/COUNTY-  WI/SHEBOYGAN
 OL0465  USGS QUAD   -  SHEBOYGAN FALLS (1994)
 OL0465
 OL0465                         *CURRENT SURVEY CONTROL
 OL0465  ___________________________________________________________________
 OL0465* NAD 83(1991)-  43 39 13.34952(N)    087 49 35.99627(W)     ADJUSTED  
 OL0465* NAVD 88     -                                                        
 OL0465  ___________________________________________________________________
 OL0465  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 OL0465  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 OL0465
 OL0465  HORZ ORDER  -  THIRD
 OL0465
 OL0465.The horizontal coordinates were established by classical geodetic methods
 OL0465.and adjusted by the National Geodetic Survey in November 1991..
 OL0465
 OL0465
 OL0465.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0465
 OL0465.The geoid height was determined by GEOID03.
 OL0465
 OL0465;                    North         East     Units Scale Factor Converg.
 OL0465;SPC WI S     -   185,996.975   775,295.554   MT  0.99994223   +1 29 35.9
 OL0465;SPC WI S     -   610,225.08  2,543,615.50   sFT  0.99994223   +1 29 35.9
 OL0465;UTM  16      - 4,833,744.118   433,338.440   MT  0.99965466   -0 34 14.4
 OL0465
 OL0465                          SUPERSEDED SURVEY CONTROL
 OL0465
 OL0465  NAD 83(1986)-  43 39 13.33641(N)    087 49 35.99973(W) AD(       ) 4
 OL0465  NAD 27      -  43 39 13.35000(N)    087 49 35.68000(W) AD(       ) 3
 OL0465
 OL0465.Superseded values are not recommended for survey control.
 OL0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0465.See file dsdata.txt to determine how the superseded data were derived.
 OL0465
 OL0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3333833744(NAD 83)
 OL0465
 OL0465  HISTORY     - Date     Condition        Report By
 OL0465  HISTORY     - 1953     MONUMENTED       CGS
 OL0465  HISTORY     - 19970128 MARK NOT FOUND   USPSQD
 OL0465
 OL0465                          STATION DESCRIPTION
 OL0465
 OL0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OL0465'THE STATION IS THE APEX OF THE SPIRE ON THE GIBBSVILLE REFORMED
 OL0465'CHURCH.  IT IS LOCATED 0.1
 OL0465'MILE NORTH OF THE JUNCTION OF STATE HIGHWAY 32 AND COUNTY HIGHWAY 00
 OL0465'IN THE VILLAGE OF GIBBSVILLE.
 OL0465
 OL0465                          STATION RECOVERY (1997)
 OL0465
 OL0465'RECOVERY NOTE BY US POWER SQUADRON 1997
 OL0465'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1128 ***********************************************************************
 OM1128  DESIGNATION -  GIBRALTAR
 OM1128  PID         -  OM1128
 OM1128  STATE/COUNTY-  WI/COLUMBIA
 OM1128  USGS QUAD   -  LODI (1975)
 OM1128
 OM1128                         *CURRENT SURVEY CONTROL
 OM1128  ___________________________________________________________________
 OM1128* NAD 83(1991)-  43 20 34.63374(N)    089 36 01.19924(W)     ADJUSTED  
 OM1128* NAVD 88     -       347.     (meters)    1138.     (feet)  SCALED    
 OM1128  ___________________________________________________________________
 OM1128  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 OM1128  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 OM1128
 OM1128  HORZ ORDER  -  SECOND
 OM1128
 OM1128.The horizontal coordinates were established by classical geodetic methods
 OM1128.and adjusted by the National Geodetic Survey in November 1991..
 OM1128
 OM1128.The orthometric height was scaled from a topographic map.
 OM1128
 OM1128.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1128
 OM1128.The geoid height was determined by GEOID03.
 OM1128
 OM1128;                    North         East     Units Scale Factor Converg.
 OM1128;SPC WI S     -   149,266.794   632,405.094   MT  0.99993306   +0 16 28.6
 OM1128;SPC WI S     -   489,719.47  2,074,815.71   sFT  0.99993306   +0 16 28.6
 OM1128;UTM  16      - 4,802,184.319   289,229.441   MT  1.00014650   -1 47 07.5
 OM1128
 OM1128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1128!SPC WI S     -   0.99995106  x   0.99993306  =   0.99988412
 OM1128!UTM  16      -   0.99995106  x   1.00014650  =   1.00009755
 OM1128
 OM1128|---------------------------------------------------------------------|
 OM1128| PID    Reference Object                     Distance      Geod. Az  |
 OM1128|                                                           dddmmss.s |
 OM1128| CI9626 GIBRALTAR RM 1                        7.279 METERS 16008     |
 OM1128| CI9627 GIBRALTAR RM 2                        5.901 METERS 21112     |
 OM1128| CI9625 GIBRALTAR AZ MK                                    2191031.2 |
 OM1128|---------------------------------------------------------------------|
 OM1128
 OM1128                          SUPERSEDED SURVEY CONTROL
 OM1128
 OM1128  NAD 83(1986)-  43 20 34.62655(N)    089 36 01.20367(W) AD(       ) 2
 OM1128  NAD 27      -  43 20 34.67800(N)    089 36 00.76600(W) AD(       ) 2
 OM1128
 OM1128.Superseded values are not recommended for survey control.
 OM1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1128.See file dsdata.txt to determine how the superseded data were derived.
 OM1128
 OM1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP8922902184(NAD 83)
 OM1128_MARKER: DS = TRIANGULATION STATION DISK
 OM1128_SETTING: 66 = SET IN ROCK OUTCROP
 OM1128
 OM1128  HISTORY     - Date     Condition        Report By
 OM1128  HISTORY     - 1935     MONUMENTED       CGS
 OM1128  HISTORY     - 1956     GOOD             CGS
 OM1128
 OM1128                          STATION DESCRIPTION
 OM1128
 OM1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 OM1128'THIS STATION IS IN THE EAST SIDE OF SEC. 13 T 10 N R 7 E,
 OM1128'ABOUT 7 MILES AIRLINE NORTHEAST OF PRAIRIE DU SAC ON A PROMINENT
 OM1128'MOUND KNOWN AS GIBRALTAR ROCK.  THE MARK IS ON THE SOUTH
 OM1128'EDGE OF THE LEDGE SET IN A FLAT ROCK, ABOUT 4 FEET SOUTH OF
 OM1128'A FOOT PATH.  25 FEET WEST OF A BRONZE TABLET INSCRIBED RICHMOND
 OM1128'MEMORIAL PARK OF THE ROCKS OF GIBRALTAR SET IN THE FACE OF
 OM1128'THE CLIFF.  25 FEET NORTH OF THE EDGE OF THE CLIFF.
 OM1128'
 OM1128'SURFACE AND REFERENCE MARKS ARE BRONZE TABLETS SET IN ROCK.
 OM1128'AZIMUTH MARK IS A BRONZE
 OM1128'TABLET SET IN CONCRETE.
 OM1128'
 OM1128'REFERENCE MARK NO. 1 IS SOUTH SOUTHEAST OF THE STATION, 1
 OM1128'FOOT NORTH OF EDGE OF CLIFF.
 OM1128'
 OM1128'REFERENCE MARK NO. 2 IS SOUTHWEST OF STATION, 3 FEET NORTH
 OM1128'OF EDGE OF CLIFF.
 OM1128'
 OM1128'THE AZIMUTH MARK IS SOUTHWEST OF THE STATION, 0.3 MILE EAST
 OM1128'OF THE JUNCTION OF COUNTY HIGHWAYS T AND J.  ABOUT 100 YARDS
 OM1128'SOUTHEAST OF HOUSE OF A.F. LHIGHTES.  30 FEET NORTH OF CENTER-LINE
 OM1128'OF ROUTE J.  2 FEET NORTH OF EAST-WEST FENCE LINE.  5 FEET
 OM1128'SOUTH OF EDGE OF CULTIVATED FIELD.  30 FEET EAST OF 12-INCH
 OM1128'HICKORY TREE.  THE MARK PROJECTS 4 INCHES.
 OM1128'
 OM1128'TO REACH THE STATION FROM PRAIRIE DU SAC, GO EAST ON HIGHWAY
 OM1128'WIS. 60 FOR 1.8 MILES TO JUNCTION WITH COUNTY HIGHWAY J,
 OM1128'FOLLOW J NORTHERLY AND EASTERLY FOR 5.7 MILES TO JUNCTION
 OM1128'WITH COUNTY T AT A SMALL SCHOOL HOUSE.  LEAVE CO. J AND FOLLOW
 OM1128'CO. T FOR 0.2 MILE TO SIDE ROAD.  TURN RIGHT ON SIDE ROAD
 OM1128'AND GO 0.2 MILE TO SIGN GIBRALTAR ROCK NEAR HOUSE OF G. NORTON.
 OM1128'FROM HOUSE FOLLOW DIM TRAIL TO BASE OF HILL.  FROM THERE THE
 OM1128'STATION IS ABOUT 0.25 MILE SOUTHEAST.  CLIMB HILL AND FOLLOW
 OM1128'EDGE OF RIM TO STATION.
 OM1128
 OM1128                          STATION RECOVERY (1956)
 OM1128
 OM1128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WJA)
 OM1128'LETTER OF MR. W.J. ANDERSON, SURVEYOR, RIO, WIS., DATED
 OM1128'JAN. 18, 1956--
 OM1128'
 OM1128'STATION AND REFERENCE MARKS LOCATED ON GIBRALTAR HILL, WERE
 OM1128'FOUND DURING A PRELIMINARY SURVEY.  THE MONUMENTS HAVE THE
 OM1128'NAME GIBRALTAR STAMPED ON THEM AND DATE 1935.  THE BRASS
 OM1128'PLATE THAT WAS FASTENED ON ROCK FACE WAS REMOVED DURING WORLD
 OM1128'WAR II BY VANDALS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7683 ***********************************************************************
 DE7683  DESIGNATION -  GIBSON C GPS
 DE7683  PID         -  DE7683
 DE7683  STATE/COUNTY-  WI/MANITOWOC
 DE7683  USGS QUAD   -  LARRABEE (1978)
 DE7683
 DE7683                         *CURRENT SURVEY CONTROL
 DE7683  ___________________________________________________________________
 DE7683* NAD 83(1997)-  44 16 40.02822(N)    087 42 56.43280(W)     ADJUSTED  
 DE7683* NAVD 88     -       224.746  (meters)     737.35   (feet)  ADJUSTED  
 DE7683  ___________________________________________________________________
 DE7683  X           -     182,317.035 (meters)                     COMP
 DE7683  Y           -  -4,570,481.377 (meters)                     COMP
 DE7683  Z           -   4,430,374.485 (meters)                     COMP
 DE7683  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 DE7683  ELLIP HEIGHT-         188.64  (meters)          (06/11/03) GPS OBS
 DE7683  GEOID HEIGHT-         -36.11  (meters)                     GEOID03
 DE7683  DYNAMIC HT  -         224.713 (meters)     737.25  (feet)  COMP
 DE7683  MODELED GRAV-     980,468.8   (mgal)                       NAVD 88
 DE7683
 DE7683  HORZ ORDER  -  B
 DE7683  VERT ORDER  -  SECOND    CLASS I
 DE7683  ELLP ORDER  -  FOURTH    CLASS I
 DE7683
 DE7683.The horizontal coordinates were established by GPS observations
 DE7683.and adjusted by the WI DEPT OF TRANSP in June 2003..
 DE7683
 DE7683.The orthometric height was determined by differential leveling
 DE7683.and adjusted by the National Geodetic Survey in May 2003..
 DE7683
 DE7683.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7683
 DE7683.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7683
 DE7683.The ellipsoidal height was determined by GPS observations
 DE7683.and is referenced to NAD 83.
 DE7683
 DE7683.The geoid height was determined by GEOID03.
 DE7683
 DE7683.The dynamic height is computed by dividing the NAVD 88
 DE7683.geopotential number by the normal gravity value computed on the
 DE7683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7683.degrees latitude (g = 980.6199 gals.).
 DE7683
 DE7683.The modeled gravity was interpolated from observed gravity values.
 DE7683
 DE7683;                    North         East     Units Scale Factor Converg.
 DE7683;SPC WI S     -   255,551.491   782,346.221   MT  1.00004974   +1 34 10.4
 DE7683;SPC WI S     -   838,421.85  2,566,747.56   sFT  1.00004974   +1 34 10.4
 DE7683;UTM  16      - 4,902,975.648   442,889.677   MT  0.99964011   -0 29 58.8
 DE7683
 DE7683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7683!SPC WI S     -   0.99997042  x   1.00004974  =   1.00002016
 DE7683!UTM  16      -   0.99997042  x   0.99964011  =   0.99961054
 DE7683
 DE7683                          SUPERSEDED SURVEY CONTROL
 DE7683
 DE7683  NAVD 88 (06/11/03)  224.75   (m)          737.4    (f) LEVELING    3  
 DE7683
 DE7683.Superseded values are not recommended for survey control.
 DE7683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7683.See file dsdata.txt to determine how the superseded data were derived.
 DE7683
 DE7683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ4289002976(NAD 83)
 DE7683_MARKER: DD = SURVEY DISK
 DE7683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7683_STAMPING: GIBSON C GPS 1993-94
 DE7683_MARK LOGO: WIDT  
 DE7683_PROJECTION: FLUSH
 DE7683_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7683+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2003
 DE7683
 DE7683  HISTORY     - Date     Condition        Report By
 DE7683  HISTORY     - 1993     MONUMENTED       WI-071
 DE7683  HISTORY     - 2001     GOOD             WIDT
 DE7683  HISTORY     - 20030619 GOOD             USPSQD
 DE7683
 DE7683                          STATION DESCRIPTION
 DE7683
 DE7683'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7683'THE STATION IS LOCATED ABOUT 18 KM NORTH-NORTHWEST OF TWO RIVERS AND
 DE7683'11 KM SOUTHEAST OF DENMARK.  OWNERSHIP--TOWN OF GIBSON.  TO REACH THE
 DE7683'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 43 WITH STATE HIGHWAY
 DE7683'147 AND COUNTY HIGHWAY Z ABOUT 22 KM NORTH-NORTHWEST OF THE CITY OF
 DE7683'MANITOWOC, GO EAST ON STATE HIGHWAY 147 FOR 5.5 KM TO COUNTY HIGHWAY
 DE7683'Q, TURN LEFT AND GO NORTH ON COUNTY HIGHWAY Q FOR 1.1 KM TO THE
 DE7683'STATION ON THE LEFT. THE STATION IS A BRONZE MANITOWOC COUNTY
 DE7683'GEODETIC CONTROL MARKER DISK SET IN THE TOP OF A 36-CM DIAMETER
 DE7683'CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DE7683'49.0 M WEST OF THE CENTERLINE OF COUNTY HIGHWAY Q, 74.1 M SOUTH OF
 DE7683'THE SOUTHWEST CORNER OF A METAL BUILDING, 55.9 M SOUTHWEST OF THE
 DE7683'WEST WOOD POST FOR A --TOWN OF GIBSON-- SIGN, 8 M EAST OF A
 DE7683'CULTIVATED FIELD, 2 M NORTH OF A CULTIVATED FIELD, 0.5 M NORTH OF A
 DE7683'WHITE PLASTIC WITNESS POST, 0.5 M SOUTHEAST OF A WHITE PLASTIC
 DE7683'WITNESS POST, AND 0.5 M SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DE7683'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7683'THAN 15 DEGREES ABOVE THE HORIZON.
 DE7683
 DE7683                          STATION RECOVERY (2003)
 DE7683
 DE7683'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7683'THE STATION WAS RECOVERED IN GOOD CONDITION.  NOTE-- JUNCTION OF
 DE7683'HIGHWAY 147 AND COUNTY HIGHWAY Q IS IN THE VILLAGE OF LARABEE. THE
 DE7683'STATION IS 1 KM NORTH OF HIGHWAY 147 ON COUNTY HIGHWAY Q.
 DE7683'ADD-- THE STATION IS NEAR THE SOUTHWEST CORNER OF THE GRAVEL PARKING
 DE7683'LOT FOR THE TOWN OF GIBSON BUILDING.  IT IS IN THE CENTER OF A
 DE7683'TRIANGLE FORMED BY THREE ORANGE PLASTIC GUARD POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0499 ***********************************************************************
 PM0499  HT_MOD      -  This is a Height Modernization Survey Station.
 PM0499  DESIGNATION -  GIBSON RESET
 PM0499  PID         -  PM0499
 PM0499  STATE/COUNTY-  WI/MANITOWOC
 PM0499  USGS QUAD   -  DENMARK (1978)
 PM0499
 PM0499                         *CURRENT SURVEY CONTROL
 PM0499  ___________________________________________________________________
 PM0499* NAD 83(1997)-  44 15 07.57144(N)    087 45 48.70875(W)     ADJUSTED  
 PM0499* NAVD 88     -       251.66   (meters)     825.7    (feet)  GPS OBS   
 PM0499  ___________________________________________________________________
 PM0499  X           -     178,578.113 (meters)                     COMP
 PM0499  Y           -  -4,572,641.766 (meters)                     COMP
 PM0499  Z           -   4,428,349.606 (meters)                     COMP
 PM0499  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 PM0499  ELLIP HEIGHT-         215.61  (meters)          (06/11/03) GPS OBS
 PM0499  GEOID HEIGHT-         -36.07  (meters)                     GEOID03
 PM0499
 PM0499  HORZ ORDER  -  FIRST
 PM0499  ELLP ORDER  -  THIRD     CLASS I
 PM0499
 PM0499.The horizontal coordinates were established by GPS observations
 PM0499.and adjusted by the National Geodetic Survey in June 2003..
 PM0499
 PM0499.The orthometric height was determined by GPS observations and a
 PM0499.high-resolution geoid model using precise GPS observation and
 PM0499.processing techniques.
 PM0499
 PM0499.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PM0499
 PM0499.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0499
 PM0499.The ellipsoidal height was determined by GPS observations
 PM0499.and is referenced to NAD 83.
 PM0499
 PM0499.The geoid height was determined by GEOID03.
 PM0499
 PM0499;                    North         East     Units Scale Factor Converg.
 PM0499;SPC WI S     -   252,595.070   778,603.699   MT  1.00004295   +1 32 12.1
 PM0499;SPC WI S     -   828,722.33  2,554,468.97   sFT  1.00004295   +1 32 12.1
 PM0499;SPC WI C     -    48,992.554   778,594.790   MT  0.99999960   +1 34 40.8
 PM0499;SPC WI C     -   160,736.40  2,554,439.74   sFT  0.99999960   +1 34 40.8
 PM0499;UTM  16      - 4,900,157.433   439,044.394   MT  0.99964569   -0 31 58.2
 PM0499
 PM0499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0499!SPC WI S     -   0.99996619  x   1.00004295  =   1.00000914
 PM0499!SPC WI C     -   0.99996619  x   0.99999960  =   0.99996579
 PM0499!UTM  16      -   0.99996619  x   0.99964569  =   0.99961190
 PM0499
 PM0499:                Primary Azimuth Mark                     Grid Az
 PM0499:SPC WI S     -  GIBSON AZ MK                             157 59 22.0
 PM0499:SPC WI C     -  GIBSON AZ MK                             157 56 53.3
 PM0499:UTM  16      -  GIBSON AZ MK                             160 03 32.3
 PM0499
 PM0499|---------------------------------------------------------------------|
 PM0499| PID    Reference Object                     Distance      Geod. Az  |
 PM0499|                                                           dddmmss.s |
 PM0499| CJ5000 GIBSON AZ MK                                       1593134.1 |
 PM0499| CJ5004 GIBSON RM 4                           9.261 METERS 16425     |
 PM0499| CJ5002 GIBSON RM 2                           8.590 METERS 16541     |
 PM0499| CJ5001 GIBSON RM 1                          10.003 METERS 33737     |
 PM0499| CJ5003 GIBSON RM 3                          16.200 METERS 34309     |
 PM0499|---------------------------------------------------------------------|
 PM0499
 PM0499                          SUPERSEDED SURVEY CONTROL
 PM0499
 PM0499  NAD 83(1991)-  44 15 07.56743(N)    087 45 48.71524(W) AD(       ) 3
 PM0499  NAD 83(1986)-  44 15 07.55689(N)    087 45 48.70490(W) AD(       ) 3
 PM0499  NAD 27      -  44 15 07.57700(N)    087 45 48.38500(W) AD(       ) 3
 PM0499
 PM0499.Superseded values are not recommended for survey control.
 PM0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0499.See file dsdata.txt to determine how the superseded data were derived.
 PM0499
 PM0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ3904400157(NAD 83)
 PM0499_MARKER: DS = TRIANGULATION STATION DISK
 PM0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0499_STAMPING: GIBSON 1953 1972
 PM0499_MARK LOGO: CGS   
 PM0499_PROJECTION: RECESSED 10 CENTIMETERS
 PM0499_MAGNETIC: N = NO MAGNETIC MATERIAL
 PM0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0499+STABILITY: SURFACE MOTION
 PM0499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0499+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2003
 PM0499
 PM0499  HISTORY     - Date     Condition        Report By
 PM0499  HISTORY     - 1953     MONUMENTED       CGS
 PM0499  HISTORY     - 1972     SEE DESCRIPTION  NGS
 PM0499  HISTORY     - 2001     GOOD             WIDT
 PM0499  HISTORY     - 20030619 GOOD             USPSQD
 PM0499
 PM0499                          STATION DESCRIPTION
 PM0499
 PM0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0499'STATION IS LOCATED 8.0 MILES SOUTHEAST OF DENMARK AND 1.85 MILES
 PM0499'SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAY 141 AND STATE HIGHWAY 147,
 PM0499'ON THE WEST SIDE OF U.S. HIGHWAY 141.  IT IS ON THE HIGHWAY
 PM0499'RIGHT-OF-WAY, 31 FEET WEST OF THE CENTER OF HIGHWAY 141, 5 FEET
 PM0499'NORTHEAST OF A WHITE WITNESS POST, AND 2 FEET EAST OF A FENCE
 PM0499'LINE.  MARK IS FLUSH AND DISK IS STAMPED GIBSON 1953.
 PM0499'
 PM0499'REFERENCE MARK NO. 1 IS LOCATED 32 FEET WEST OF THE CENTER OF
 PM0499'HIGHWAY 141 AND 1 FOOT EAST OF A FENCE LINE.  MARK IS FLUSH AND DISK
 PM0499'IS STAMPED GIBSON NO 1 1953.
 PM0499'
 PM0499'REFERENCE MARK NO. 2 IS LOCATED 32 FEET WEST OF THE CENTER OF HIGHWAY
 PM0499'141, 4 FEET NORTH OF A 4 INCH X 4 INCH CONCRETE POST, AND 1 FOOT
 PM0499'EAST OF A FENCE LINE.  MARK IS FLUSH AND DISK IS STAMPED GIBSON NO 2
 PM0499'1953.
 PM0499'
 PM0499'AZIMUTH MARK IS LOCATED 30 FEET EAST OF THE CENTER OF HIGHWAY 141,
 PM0499'3 FEET SOUTH OF A WHITE WITNESS POST, AND 1 FOOT WEST OF A FENCE
 PM0499'LINE. MARK IS FLUSH AND DISK IS STAMPED GIBSON 1953.
 PM0499'
 PM0499'TO REACH THE STATION FROM THE POST OFFICE IN DENMARK, ON THE
 PM0499'SOUTHWEST SIDE OF U.S. HIGHWAY 141, GO 8.05 MILES SOUTHEAST ON
 PM0499'HIGHWAY 141 TO STATION MARK ON RIGHT.  TO REACH THE AZIMUTH MARK
 PM0499'CONTINUE SOUTHEAST ON HIGHWAY 141 FOR 0.25 MILE TO AZIMUTH MARK
 PM0499'ON LEFT AS DESCRIBED.
 PM0499'
 PM0499'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PM0499
 PM0499                          STATION RECOVERY (1972)
 PM0499
 PM0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 PM0499'THE AZIMUTH MARK AND UNDERGROUND STATION MARK WERE FOUND IN GOOD
 PM0499'CONDITION.  REFERENCE MARK 1 AND 2 WERE NOT FOUND AND ASSUMED TO
 PM0499'HAVE BEEN DESTROYED ALONG WITH THE SURFACE STATION MARK.  A NEW
 PM0499'UNDERGROUND STATION MARK AND SURFACE STATION MARK WERE SET HOLDING
 PM0499'THE UNDERGROUND POINT.  REFERENCE MARKS 3 AND 4 WERE SET.  A NEW
 PM0499'DESCRIPTION FOLLOWS--
 PM0499'
 PM0499'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF DENMARK, ON ROAD
 PM0499'RIGHT-OF-WAY, 31 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 141,
 PM0499'78 FEET SOUTH OF THE CENTERLINE OF DRIVEWAY TO SPEEDWAY, 54 FEET
 PM0499'SOUTH OF THE SOUTH STEEL GATE POST TO SPEEDWAY, 32 FEET NORTH OF A
 PM0499'YELLOW WOODEN RIGHT-OF-WAY POST AND 1 FOOT EAST OF A METAL WITNESS
 PM0499'POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED GIBSON
 PM0499'1953 1972.
 PM0499'
 PM0499'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 141 AND STATE
 PM0499'HIGHWAY 147 (ABOUT 6 MILES SOUTHEAST OF DENMARK), GO SOUTHEAST ON
 PM0499'HIGHWAY 141 FOR 1.85 MILES TO THE STATION ON THE RIGHT.  CONTINUE
 PM0499'SOUTHEAST ON THE HIGHWAY FOR 0.25 MILE TO THE AZIMUTH MARK ON THE
 PM0499'LEFT.
 PM0499'
 PM0499'REFERENCE MARK 3 IS 2 FEET EAST OF THE STEEL GATE POST, 29 FEET WEST
 PM0499'OF THE CENTERLINE OF THE HIGHWAY AND 25 FEET SOUTH OF THE CENTERLINE
 PM0499'OF THE DRIVEWAY.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 PM0499'GIBSON 1953 NO 3 1972.
 PM0499'
 PM0499'REFERENCE MARK 4 IS 1 FOOT NORTH OF THE RIGHT-OF-WAY POST, 31 FEET
 PM0499'WEST OF THE CENTERLINE OF THE HIGHWAY AND 108 FEET SOUTH OF THE
 PM0499'CENTERLINE OF THE DRIVEWAY.  THE MONUMENT PROJECTS 2 INCHES AND THE
 PM0499'DISK IS STAMPED GIBSON 1953 NO 4 1972.
 PM0499'
 PM0499'THE AZIMUTH MARK IS 1 FOOT WEST OF A METAL WITNESS POST, 9 FEET
 PM0499'NORTH OF THE CENTERLINE OF A FIELD ENTRANCE AND 30 FEET EAST OF THE
 PM0499'CENTERLINE OF THE HIGHWAY.  THE MONUMENT IS FLUSH AND THE DISK IS
 PM0499'STAMPED GIBSON 1953.
 PM0499'
 PM0499'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 PM0499'
 PM0499'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 PM0499'SOUTHEAST OF MARIBEL.
 PM0499
 PM0499                          STATION RECOVERY (2001)
 PM0499
 PM0499'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PM0499'THE STATION IS LOCATED ABOUT 20 KM NORTH-NORTHWEST OF MANITOWOC, 12 KM
 PM0499'SOUTH-SOUTHEAST OF DENMARK, AND 10 KM WEST OF MISHICOT.
 PM0499'OWNERSHIP--MANITOWOC
 PM0499'COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 43 WITH
 PM0499'STATE HIGHWAY 147
 PM0499'ABOUT 23 KM NORTH-NORTHWEST OF THE CITY OF MANITOWOC, GO EAST ON STATE
 PM0499'HIGHWAY 147
 PM0499'FOR 0.4 KM TO COUNTY HIGHWAY R, TURN RIGHT AND GO SOUTH ON COUNTY
 PM0499'HIGHWAY R FOR 2.7 KM
 PM0499'TO OLD Y ON THE LEFT, CONTINUE SOUTH ON COUNTY HIGHWAY R FOR 0.3 KM TO
 PM0499'THE STATION ON
 PM0499'THE RIGHT.  THE STATION IS A BRONZE US COAST AND GEODETIC SURVEY
 PM0499'TRIANGULATION STATION
 PM0499'DISK SET IN THE TOP OF A 30-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH
 PM0499'THE HIGHWAY
 PM0499'PAVEMENT.  THE STATION IS 9.0 M WEST OF THE CENTERLINE OF COUNTY
 PM0499'HIGHWAY R, 47.0 M
 PM0499'NORTH OF A POWER POLE --2123 31W17--, 23 M SOUTH OF THE CENTERLINE OF
 PM0499'THE ENTRANCE TO --141
 PM0499'SPEEDWAY--, 16.4 M SOUTH OF THE TOP CENTER OF A 30-CM DIAMETER STEEL
 PM0499'POST (ON THE SOUTH
 PM0499'SIDE OF THE ENTRANCE TO --141 SPEEDWAY--), AND 0.6 M EAST OF A WHITE
 PM0499'PLASTIC WITNESS POST.
 PM0499'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 PM0499'THAN 20 DEGREES ABOVE
 PM0499'THE HORIZON.
 PM0499'
 PM0499
 PM0499                          STATION RECOVERY (2003)
 PM0499
 PM0499'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0499'THE STATION WAS FOUND IN GOOD CONDITION.  RM 1, RM 2, AND AZIMUTH MARK
 PM0499'WERE NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0847 ***********************************************************************
 PN0847  DESIGNATION -  GIGI
 PN0847  PID         -  PN0847
 PN0847  STATE/COUNTY-  WI/WOOD
 PN0847  USGS QUAD   -  NEKOOSA (1984)
 PN0847
 PN0847                         *CURRENT SURVEY CONTROL
 PN0847  ___________________________________________________________________
 PN0847* NAD 83(1986)-  44 19 41.     (N)    089 57 47.     (W)     SCALED    
 PN0847* NAVD 88     -       302.172  (meters)     991.38   (feet)  ADJUSTED  
 PN0847  ___________________________________________________________________
 PN0847  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 PN0847  DYNAMIC HT  -         302.119 (meters)     991.20  (feet)  COMP
 PN0847  MODELED GRAV-     980,435.0   (mgal)                       NAVD 88
 PN0847
 PN0847  VERT ORDER  -  FIRST     CLASS II
 PN0847
 PN0847.The horizontal coordinates were scaled from a topographic map and have
 PN0847.an estimated accuracy of +/- 6 seconds.
 PN0847
 PN0847.The orthometric height was determined by differential leveling
 PN0847.and adjusted by the National Geodetic Survey in June 1991..
 PN0847
 PN0847.The geoid height was determined by GEOID03.
 PN0847
 PN0847.The dynamic height is computed by dividing the NAVD 88
 PN0847.geopotential number by the normal gravity value computed on the
 PN0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0847.degrees latitude (g = 980.6199 gals.).
 PN0847
 PN0847.The modeled gravity was interpolated from observed gravity values.
 PN0847
 PN0847;                    North         East    Units  Estimated Accuracy
 PN0847;SPC WI C     -    54,970.      602,950.      MT  (+/- 180 meters Scaled)
 PN0847
 PN0847                          SUPERSEDED SURVEY CONTROL
 PN0847
 PN0847.No superseded survey control is available for this station.
 PN0847
 PN0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ637125(NAD 83)
 PN0847_MARKER: DS = TRIANGULATION STATION DISK
 PN0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0847_SP_SET: CONCRETE POST
 PN0847_STAMPING: GIGI 1979
 PN0847_MARK LOGO: WIDT  
 PN0847_PROJECTION: PROJECTING 5 CENTIMETERS
 PN0847_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0847+STABILITY: SURFACE MOTION
 PN0847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0847+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2004
 PN0847
 PN0847  HISTORY     - Date     Condition        Report By
 PN0847  HISTORY     - 1979     MONUMENTED       WIDT
 PN0847  HISTORY     - 1985     GOOD             NGS
 PN0847  HISTORY     - 19940430 GOOD             USPSQD
 PN0847  HISTORY     - 20021207 MARK NOT FOUND   USPSQD
 PN0847  HISTORY     - 2004     GOOD             WIDT
 PN0847  HISTORY     - 20040330 GOOD             USPSQD
 PN0847
 PN0847                          STATION DESCRIPTION
 PN0847
 PN0847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0847'12.6 KM (7.8 MI) NE FROM BABCOCK.
 PN0847'11.9 KM (7.4 MI) NORTHEASTERLY ALONG STATE HIGHWAY 173 FROM ITS
 PN0847'JUNCTION WITH STATE HIGHWAY 80 IN BABCOCK, THENCE 0.7 KM (0.45 MI)
 PN0847'NORTH ALONG COUNTY HIGHWAY GG, 8.9 M (29.2 FT) SOUTH OF THE CENTER OF
 PN0847'A TRACK ROAD, 6.7 M (22.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 PN0847'AND 2.9 M (9.5 FT) NORTH OF THE NEAR RAIL OF THE CHICAGO, MILWAUKEE,
 PN0847'ST PAUL, AND PACIFIC RAILROAD.
 PN0847'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 PN0847'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 PN0847
 PN0847                          STATION RECOVERY (1994)
 PN0847
 PN0847'RECOVERY NOTE BY US POWER SQUADRON 1994
 PN0847'RECOVERED IN GOOD CONDITION.
 PN0847
 PN0847                          STATION RECOVERY (2002)
 PN0847
 PN0847'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0847'NOT FOUND. THE STATION MAY BE UNDER A PILE OF GRAVEL. THERE IS NO
 PN0847'WITNESS POST PRESENT.
 PN0847
 PN0847                          STATION RECOVERY (2004)
 PN0847
 PN0847'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 PN0847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 12.6 KM (7.8 MI) NORTHEAST
 PN0847'FROM BABCOCK. 11.9 KM (7.4 MI) NORTHEASTERLY ALONG STATE HIGHWAY 173
 PN0847'FROM ITS JUNCTION WITH STATE HIGHWAY 80 IN BABCOCK, THENCE 0.7 KM
 PN0847'(0.45 MI) NORTH ALONG COUNTY HIGHWAY GG, 8.9 M (29.2 FT) SOUTH OF THE
 PN0847'CENTER OF A TRACK ROAD, 6.7 M (22.0 FT) EAST OF THE CENTERLINE OF THE
 PN0847'HIGHWAY, AND 2.9 M (9.5 FT) NORTH OF THE NEAR RAIL OF THE CHICAGO,
 PN0847'MILWAUKEE, ST PAUL, AND PACIFIC RAILROAD. THE MARK IS 0.3 M (1.0 FT)
 PN0847'WEST FROM A WITNESS POST THE MARK IS 0.3 M (1.0 FT) BELOW THE HIGHWAY.
 PN0847'RECOVERY NOTE BY US POWER SQUADRON 1994 RECOVERED IN GOOD CONDITION.
 PN0847' 
 PN0847'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB) NOT FOUND.  THE STATION
 PN0847'MAY BE UNDER A PILE OF GRAVEL.  THERE IS NO WITNESS POST PRESENT.
 PN0847' 
 PN0847'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB) RECOVERED IN GOOD
 PN0847'CONDITION.  NOTE-- STATION IS 1 INCH (3 CM) DEEP UNDER GRAVEL.
 PN0847' 
 PN0847'RECOVERED AS DESCRIBED.
 PN0847
 PN0847                          STATION RECOVERY (2004)
 PN0847
 PN0847'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN0847'RECOVERED IN GOOD CONDITION.  NOTE-- STATION IS 1 INCH DEEP UNDER
 PN0847'GRAVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0846 ***********************************************************************
 PN0846  DESIGNATION -  GIGI AZ MK
 PN0846  PID         -  PN0846
 PN0846  STATE/COUNTY-  WI/WOOD
 PN0846  USGS QUAD   -  NEKOOSA (1984)
 PN0846
 PN0846                         *CURRENT SURVEY CONTROL
 PN0846  ___________________________________________________________________
 PN0846* NAD 83(1986)-  44 19 18.     (N)    089 57 48.     (W)     SCALED    
 PN0846* NAVD 88     -       301.477  (meters)     989.10   (feet)  ADJUSTED  
 PN0846  ___________________________________________________________________
 PN0846  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 PN0846  DYNAMIC HT  -         301.424 (meters)     988.92  (feet)  COMP
 PN0846  MODELED GRAV-     980,434.8   (mgal)                       NAVD 88
 PN0846
 PN0846  VERT ORDER  -  FIRST     CLASS II
 PN0846
 PN0846.The horizontal coordinates were scaled from a topographic map and have
 PN0846.an estimated accuracy of +/- 6 seconds.
 PN0846
 PN0846.The orthometric height was determined by differential leveling
 PN0846.and adjusted by the National Geodetic Survey in June 1991..
 PN0846
 PN0846.The geoid height was determined by GEOID03.
 PN0846
 PN0846.The dynamic height is computed by dividing the NAVD 88
 PN0846.geopotential number by the normal gravity value computed on the
 PN0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0846.degrees latitude (g = 980.6199 gals.).
 PN0846
 PN0846.The modeled gravity was interpolated from observed gravity values.
 PN0846
 PN0846;                    North         East    Units  Estimated Accuracy
 PN0846;SPC WI C     -    54,260.      602,930.      MT  (+/- 180 meters Scaled)
 PN0846
 PN0846                          SUPERSEDED SURVEY CONTROL
 PN0846
 PN0846.No superseded survey control is available for this station.
 PN0846
 PN0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ637118(NAD 83)
 PN0846_MARKER: DZ = AZIMUTH MARK DISK
 PN0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0846_SP_SET: CONCRETE POST
 PN0846_STAMPING: GIGI AZ MK 1980
 PN0846_MARK LOGO: WIDT  
 PN0846_PROJECTION: PROJECTING 5 CENTIMETERS
 PN0846_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0846+STABILITY: SURFACE MOTION
 PN0846_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0846+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2004
 PN0846
 PN0846  HISTORY     - Date     Condition        Report By
 PN0846  HISTORY     - 1980     MONUMENTED       WIDT
 PN0846  HISTORY     - 1985     GOOD             NGS
 PN0846  HISTORY     - 19940430 GOOD             USPSQD
 PN0846  HISTORY     - 20021207 GOOD             USPSQD
 PN0846  HISTORY     - 2004     GOOD             WIDT
 PN0846  HISTORY     - 20040330 GOOD             USPSQD
 PN0846
 PN0846                          STATION DESCRIPTION
 PN0846
 PN0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0846'11.9 KM (7.4 MI) NE FROM BABCOCK.
 PN0846'11.9 KM (7.4 MI) NORTHEASTERLY ALONG STATE HIGHWAY 173 FROM ITS
 PN0846'JUNCTION WITH STATE HIGHWAY 80 IN BABCOCK, 13.1 M (43.0 FT) SOUTH OF
 PN0846'THE CENTERLINE OF THE HIGHWAY, 10.3 M (33.8 FT) WEST OF THE CENTERLINE
 PN0846'OF COUNTY ROAD GG, AND 2.8 M (9.2 FT) SOUTH OF UTILITY POLE NUMBER
 PN0846'2-4-2-52/52.
 PN0846'THE MARK IS 0.5 METERS  NE FROM  A WITNESS POST
 PN0846'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 PN0846
 PN0846                          STATION RECOVERY (1994)
 PN0846
 PN0846'RECOVERY NOTE BY US POWER SQUADRON 1994
 PN0846'RECOVERED IN GOOD CONDITION.
 PN0846
 PN0846                          STATION RECOVERY (2002)
 PN0846
 PN0846'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0846'RECOVERED IN GOOD CONDITION. THE STATION IS 2 INCHES ABOVE THE GROUND.
 PN0846'THERE ARE NO OBSTRUCTIONS HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 PN0846
 PN0846                          STATION RECOVERY (2004)
 PN0846
 PN0846'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 PN0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 11.9 KM (7.4 MI) NORTHEAST
 PN0846'FROM BABCOCK. 11.9 KM (7.4 MI) NORTHEASTERLY ALONG STATE HIGHWAY 173
 PN0846'FROM ITS JUNCTION WITH STATE HIGHWAY 80 IN BABCOCK, 13.1 M (43.0 FT)
 PN0846'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 10.3 M (33.8 FT) WEST OF THE
 PN0846'CENTERLINE OF COUNTY ROAD GG, AND 2.8 M (9.2 FT) SOUTH OF UTILITY POLE
 PN0846'NUMBER 2-4-2-52/52. THE MARK IS 0.5 M (1.6 FT) NORTHEAST FROM A
 PN0846'WITNESS POST THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 PN0846' 
 PN0846'RECOVERY NOTE BY US POWER SQUADRON 1994 RECOVERED IN GOOD CONDITION.
 PN0846' 
 PN0846'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB) RECOVERED IN GOOD
 PN0846'CONDITION.  THE STATION IS 2 INCHES (5 CM) ABOVE THE GROUND. THERE ARE
 PN0846'NO OBSTRUCTIONS HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 PN0846' 
 PN0846'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB) RECOVERED IN GOOD
 PN0846'CONDITION.
 PN0846' 
 PN0846'RECOVERED AS DESCRIBED.
 PN0846
 PN0846                          STATION RECOVERY (2004)
 PN0846
 PN0846'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN0846'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0009 ***********************************************************************
 PN0009  DESIGNATION -  GILLETT
 PN0009  PID         -  PN0009
 PN0009  STATE/COUNTY-  WI/OCONTO
 PN0009  USGS QUAD   -  GILLETT (1974)
 PN0009
 PN0009                         *CURRENT SURVEY CONTROL
 PN0009  ___________________________________________________________________
 PN0009* NAD 83(1991)-  44 53 32.05485(N)    088 18 08.46805(W)     ADJUSTED  
 PN0009* NAVD 88     -       243.527  (meters)     798.97   (feet)  ADJUSTED  
 PN0009  ___________________________________________________________________
 PN0009  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 PN0009  GEOID HEIGHT-         -36.12  (meters)                     GEOID03
 PN0009  DYNAMIC HT  -         243.500 (meters)     798.88  (feet)  COMP
 PN0009  MODELED GRAV-     980,500.4   (mgal)                       NAVD 88
 PN0009
 PN0009  HORZ ORDER  -  FIRST
 PN0009  VERT ORDER  -  FIRST     CLASS II
 PN0009
 PN0009.The horizontal coordinates were established by classical geodetic methods
 PN0009.and adjusted by the National Geodetic Survey in November 1991..
 PN0009
 PN0009.The orthometric height was determined by differential leveling
 PN0009.and adjusted by the National Geodetic Survey in June 1991..
 PN0009
 PN0009.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0009
 PN0009.The geoid height was determined by GEOID03.
 PN0009
 PN0009.The dynamic height is computed by dividing the NAVD 88
 PN0009.geopotential number by the normal gravity value computed on the
 PN0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0009.degrees latitude (g = 980.6199 gals.).
 PN0009
 PN0009.The modeled gravity was interpolated from observed gravity values.
 PN0009
 PN0009;                    North         East     Units Scale Factor Converg.
 PN0009;SPC WI C     -   119,065.742   734,087.109   MT  0.99994074   +1 11 52.2
 PN0009;SPC WI C     -   390,634.86  2,408,417.46   sFT  0.99994074   +1 11 52.2
 PN0009;UTM  16      - 4,971,804.419   397,162.450   MT  0.99973004   -0 55 09.3
 PN0009
 PN0009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0009!SPC WI C     -   0.99996748  x   0.99994074  =   0.99990822
 PN0009!UTM  16      -   0.99996748  x   0.99973004  =   0.99969753
 PN0009
 PN0009|---------------------------------------------------------------------|
 PN0009| PID    Reference Object                     Distance      Geod. Az  |
 PN0009|                                                           dddmmss.s |
 PN0009| PN0888 GILLETT METH CH SPIRE               117.810 METERS 02145     |
 PN0009| PN0010 JAY                                 240.145 METERS 08802     |
 PN0009| CJ5005 GILLETT RM                           31.160 METERS 23053     |
 PN0009| PN0886 GILLETT GERMAN LUTH CH SPIRE        480.751 METERS 2413743.8 |
 PN0009| PN0887 GILLETT RR WATER TANK               278.648 METERS 24613     |
 PN0009|---------------------------------------------------------------------|
 PN0009
 PN0009                          SUPERSEDED SURVEY CONTROL
 PN0009
 PN0009  NAD 83(1986)-  44 53 32.09326(N)    088 18 08.43890(W) AD(       ) 1
 PN0009  NAD 27      -  44 53 32.11200(N)    088 18 08.11700(W) AD(       ) 1
 PN0009  NGVD 29 (??/??/92)  243.533  (m)          798.99   (f) ADJ UNCH    1 2
 PN0009
 PN0009.Superseded values are not recommended for survey control.
 PN0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0009.See file dsdata.txt to determine how the superseded data were derived.
 PN0009
 PN0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9716271804(NAD 83)
 PN0009_MARKER: DS = TRIANGULATION STATION DISK
 PN0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0009_STAMPING: GILLETT 1921
 PN0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0009+STABILITY: SURFACE MOTION
 PN0009
 PN0009  HISTORY     - Date     Condition        Report By
 PN0009  HISTORY     - 1921     MONUMENTED       CGS
 PN0009  HISTORY     - 1921     GOOD             CGS
 PN0009  HISTORY     - 1934     GOOD             NGS
 PN0009  HISTORY     - 1955     SEE DESCRIPTION  USGS
 PN0009  HISTORY     - 1974     SEE DESCRIPTION  USGS
 PN0009  HISTORY     - 1985     MARK NOT FOUND   NGS
 PN0009  HISTORY     - 20051129 POOR             WIDT
 PN0009
 PN0009                          STATION DESCRIPTION
 PN0009
 PN0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 PN0009'STATION IS IN TOWN OF GILLETT, 4 METERS N OF THE CENTER OF
 PN0009'RICHMOND STREET, 2.225 METERS E OF THE CHICAGO AND NORTHWESTERN
 PN0009'RAILWAY STATION, 125 METERS W OF THE VALVOLINE OIL COMPANY TANKS
 PN0009'ON THE N SIDE OF THE CHICAGO AND NORTHWESTERN TRACKS TO GREEN
 PN0009'BAY, AND 2.885 METERS (9.460 FEET) FROM THE NEAREST RAIL.
 PN0009'
 PN0009'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 PN0009'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 PN0009'
 PN0009'REFERENCE MARK IS ON THE S SIDE OF THE TRACK.
 PN0009
 PN0009                          STATION RECOVERY (1921)
 PN0009
 PN0009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921
 PN0009'AT GILLETT.
 PN0009'AT GILLETT, OCONTO COUNTY, 133 YARDS WEST OF THE TANKS OF THE
 PN0009'VALVOLINE OIL COMPANY, 7.3 FEET EAST OF THE CHICAGO AND NORTH
 PN0009'WESTERN RAILWAY STATION, 13 FEET NORTH OF THE CENTERLINE
 PN0009'OF RICHMOND STREET, AND 9.5 FEET NORTH OF THE NORTH RAIL.  A
 PN0009'STANDARD TRIANGULATION-STATION DISK, STAMPED GILLETT 1921 AND
 PN0009'SET IN THE TOP OF A CONCRETE POST.
 PN0009
 PN0009                          STATION RECOVERY (1934)
 PN0009
 PN0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PN0009'RECOVERED IN GOOD CONDITION.
 PN0009
 PN0009                          STATION RECOVERY (1955)
 PN0009
 PN0009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 PN0009'STATION FOUND IN A TILTED POSITION.
 PN0009
 PN0009                          STATION RECOVERY (1974)
 PN0009
 PN0009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 PN0009'MARK NOT FOUND AFTER SEARCH.  REPORTED TILTED IN 1955, WOULD
 PN0009'ASSUME IT HAS BEEN DESTROYED.
 PN0009'
 PN0009'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN TOWN OF
 PN0009'GILLET
 PN0009
 PN0009                          STATION RECOVERY (1985)
 PN0009
 PN0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0009'MARK NOT FOUND.
 PN0009
 PN0009                          STATION RECOVERY (2005)
 PN0009
 PN0009'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0009'RECOVERED IN POOR CONDITION. ADD--THE MONUMENT IS 22.9 M NORTH OF THE
 PN0009'JUNCTION OF RICHMOND AVENUE WITH EAST RAILROAD STREET. AND 6.0 M SOUTH
 PN0009'OF A TELEPHONE POLE WITH A WHITE WITNESS SIGN ATTACHED TO IT.
 PN0009'--NOTE--THE STATION IS TIPPED TO THE EAST BUT IS STABLE IN THE GROUND.
 PN0009' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0494 ***********************************************************************
 QN0494  DESIGNATION -  GILMAN
 QN0494  PID         -  QN0494
 QN0494  STATE/COUNTY-  WI/TAYLOR
 QN0494  USGS QUAD   -  GILMAN (1981)
 QN0494
 QN0494                         *CURRENT SURVEY CONTROL
 QN0494  ___________________________________________________________________
 QN0494* NAD 83(1991)-  45 10 05.19460(N)    090 48 55.66908(W)     ADJUSTED  
 QN0494* NAVD 88     -       375.     (meters)    1230.     (feet)  SCALED    
 QN0494  ___________________________________________________________________
 QN0494  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 QN0494  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 QN0494
 QN0494  HORZ ORDER  -  FIRST
 QN0494
 QN0494.The horizontal coordinates were established by classical geodetic methods
 QN0494.and adjusted by the National Geodetic Survey in November 1991..
 QN0494
 QN0494.The orthometric height was scaled from a topographic map.
 QN0494
 QN0494.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0494
 QN0494.The geoid height was determined by GEOID03.
 QN0494
 QN0494;                    North         East     Units Scale Factor Converg.
 QN0494;SPC WI C     -   148,642.607   535,895.617   MT  0.99995367   -0 34 31.3
 QN0494;SPC WI C     -   487,671.62  1,758,184.20   sFT  0.99995367   -0 34 31.3
 QN0494;UTM  15      - 5,003,946.994   671,670.476   MT  0.99996238   +1 32 58.6
 QN0494
 QN0494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0494!SPC WI C     -   0.99994605  x   0.99995367  =   0.99989972
 QN0494!UTM  15      -   0.99994605  x   0.99996238  =   0.99990843
 QN0494
 QN0494|---------------------------------------------------------------------|
 QN0494| PID    Reference Object                     Distance      Geod. Az  |
 QN0494|                                                           dddmmss.s |
 QN0494| CJ5006 GILMAN RM                            18.246 METERS 18528     |
 QN0494|---------------------------------------------------------------------|
 QN0494
 QN0494                          SUPERSEDED SURVEY CONTROL
 QN0494
 QN0494  NAD 83(1986)-  45 10 05.18638(N)    090 48 55.67695(W) AD(       ) 1
 QN0494  NAD 27      -  45 10 05.28000(N)    090 48 55.21500(W) AD(       ) 1
 QN0494
 QN0494.Superseded values are not recommended for survey control.
 QN0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0494.See file dsdata.txt to determine how the superseded data were derived.
 QN0494
 QN0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL7167003947(NAD 83)
 QN0494_MARKER: DS = TRIANGULATION STATION DISK
 QN0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0494
 QN0494  HISTORY     - Date     Condition        Report By
 QN0494  HISTORY     - 1921     MONUMENTED       CGS
 QN0494  HISTORY     - 1930     GOOD             CGS
 QN0494  HISTORY     - 20041006 MARK NOT FOUND   WIDT
 QN0494
 QN0494                          STATION DESCRIPTION
 QN0494
 QN0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0494'STATION IS 200 METERS N OF THE MINNEAPOLIS, ST. PAUL AND SAULT
 QN0494'STE. MARIE RAILWAY DEPOT AT GILMAN, AND SAME DISTANCE N OF
 QN0494'MILEPOST 328, 60 METERS N OF SECTION TOOL HOUSE, 15 METERS S
 QN0494'OF WAREHOUSE ON SPUR TRACK.  IT IS 4.860 METERS (15.93 FEET)
 QN0494'E OF E RAIL.  REFERENCE MARK IS ON OPPOSITE SIDE OF TRACK.
 QN0494'
 QN0494'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 QN0494'DISKS SET IN CONCRETE.
 QN0494
 QN0494                          STATION RECOVERY (1930)
 QN0494
 QN0494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 QN0494'THE MARK IS UNDER A WAREHOUSE WHICH WAS BUILT AFTER 1921.
 QN0494
 QN0494                          STATION RECOVERY (2004)
 QN0494
 QN0494'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0494'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0800 ***********************************************************************
 RM0800  DESIGNATION -  GINNIS
 RM0800  PID         -  RM0800
 RM0800  STATE/COUNTY-  WI/BAYFIELD
 RM0800  USGS QUAD   -  MOQUAH (1975)
 RM0800
 RM0800                         *CURRENT SURVEY CONTROL
 RM0800  ___________________________________________________________________
 RM0800* NAD 83(1991)-  46 36 56.79520(N)    091 02 09.52587(W)     ADJUSTED  
 RM0800* NAVD 88     -       357.     (meters)    1171.     (feet)  SCALED    
 RM0800  ___________________________________________________________________
 RM0800  LAPLACE CORR-          -9.30  (seconds)                    DEFLEC99
 RM0800  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 RM0800
 RM0800  HORZ ORDER  -  THIRD
 RM0800
 RM0800.The horizontal coordinates were established by classical geodetic methods
 RM0800.and adjusted by the National Geodetic Survey in March 1999..
 RM0800
 RM0800.The orthometric height was scaled from a topographic map.
 RM0800
 RM0800.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0800
 RM0800.The geoid height was determined by GEOID03.
 RM0800
 RM0800;                    North         East     Units Scale Factor Converg.
 RM0800;SPC WI N     -   161,582.211   520,648.657   MT  0.99997590   -0 44 50.4
 RM0800;SPC WI N     -   530,124.30  1,708,161.47   sFT  0.99997590   -0 44 50.4
 RM0800;UTM  15      - 5,164,341.721   650,381.199   MT  0.99987797   +1 25 39.5
 RM0800
 RM0800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0800!SPC WI N     -   0.99994895  x   0.99997590  =   0.99992485
 RM0800!UTM  15      -   0.99994895  x   0.99987797  =   0.99982692
 RM0800
 RM0800:                Primary Azimuth Mark                     Grid Az
 RM0800:SPC WI N     -  GINNIS AZ MK                             088 23 05.6
 RM0800:UTM  15      -  GINNIS AZ MK                             086 12 35.7
 RM0800
 RM0800|---------------------------------------------------------------------|
 RM0800| PID    Reference Object                     Distance      Geod. Az  |
 RM0800|                                                           dddmmss.s |
 RM0800| CJ2551 GINNIS AZ MK                                       0873815.2 |
 RM0800| CJ2552 GINNIS RM 1                          24.389 METERS 18154     |
 RM0800| CJ2553 GINNIS RM 2                          23.692 METERS 27203     |
 RM0800|---------------------------------------------------------------------|
 RM0800
 RM0800                          SUPERSEDED SURVEY CONTROL
 RM0800
 RM0800  NAD 83(1991)-  46 36 56.79514(N)    091 02 09.52590(W) AD(       ) 3
 RM0800  NAD 83(1986)-  46 36 56.78936(N)    091 02 09.52131(W) AD(       ) 3
 RM0800  NAD 27      -  46 36 56.98600(N)    091 02 08.82500(W) AD(       ) 3
 RM0800
 RM0800.Superseded values are not recommended for survey control.
 RM0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0800.See file dsdata.txt to determine how the superseded data were derived.
 RM0800
 RM0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM5038164342(NAD 83)
 RM0800_MARKER: DS = TRIANGULATION STATION DISK
 RM0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0800
 RM0800  HISTORY     - Date     Condition        Report By
 RM0800  HISTORY     - 1953     MONUMENTED       CGS
 RM0800  HISTORY     - 1977     GOOD             NGS
 RM0800
 RM0800                          STATION DESCRIPTION
 RM0800
 RM0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 RM0800'STATION IS LOCATED ABOUT 7 MILES WEST-NORTHWEST OF ASHLAND, ABOUT
 RM0800'5 MILES WEST OF BARKSDALE, ABOUT 3.5 MILES NORTH-NORTHEAST
 RM0800'OF MOQUAH, AND ABOUT 1.5 MILES EAST OF MC GINNIS LAKE.  IT
 RM0800'IS SET IN THE NORTHEAST CORNER OF AN ORCHARD, 3 FEET SOUTH OF AN
 RM0800'EAST-WEST FENCE, 3 FEET WEST OF A NORTH-SOUTH FENCE, AND 30 FEET
 RM0800'SOUTH OF THE APPROXIMATE CENTERLINE OF THE ROAD.  THE MARK
 RM0800'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED GINNIS 1953.
 RM0800'
 RM0800'REFERENCE MARK NO. 1 IS SET IN THE SOUTHEAST CORNER OF THE
 RM0800'ORCHARD, 1 FOOT NORTH OF THE EAST-WEST FENCE, AND 1 FOOT WEST
 RM0800'OF THE NORTH-SOUTH FENCE.  THE MARK PROJECTS 6 INCHES AND
 RM0800'THE DISK IS STAMPED GINNIS NO 1 1953.
 RM0800'
 RM0800'REFERENCE MARK NO. 2 IS SET IN THE NORTHWEST CORNER OF THE
 RM0800'ORCHARD, 29 FEET SOUTH OF THE ROAD, 11 FEET EAST OF THE DRIVEWAY,
 RM0800'1 FOOT EAST OF THE NORTH-SOUTH FENCE, AND 1 FOOT SOUTH OF THE
 RM0800'EAST-WEST FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 RM0800'STAMPED GINNIS NO 2 1953.
 RM0800'
 RM0800'AZIMUTH MARK IS 1.5 FEET SOUTH OF A FENCE, 4 FEET WEST OF A
 RM0800'WITNESS POST, AND 29 FEET NORTH OF THE APPROXIMATE CENTERLINE
 RM0800'OF THE ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 RM0800'STAMPED GINNIS 1953.
 RM0800'
 RM0800'TO REACH FROM THE NORTH SIDE OF THE COURT HOUSE IN ASHLAND, GO
 RM0800'WEST ON U.S. HIGHWAY NO. 2 FOR 3.15 MILES TO JUNCTION OF U.S.
 RM0800'HIGHWAY NO. 2 AND STATE HIGHWAY NO. 13.  KEEP RIGHT AND GO
 RM0800'NORTH ON STATE HIGHWAY NO. 13 FOR 1.0 MILE TO A BLACKTOP SIDE
 RM0800'ROAD LEFT.  TURN LEFT AND GO 0.8 MILE TO A T INTERSECTION
 RM0800'AT A SCHOOL BUILDING ON RIGHT.  TURN RIGHT AND GO NORTH FOR
 RM0800'1.0 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON PAVED
 RM0800'AND GRAVEL ROAD FOR 2.2 MILES TO FORKS.  KEEP LEFT FORK AND
 RM0800'GO 0.7 MILE TO AZIMUTH MARK ON RIGHT (NORTH) SIDE OF ROAD.
 RM0800'CONTINUE WEST FOR 0.3 MILE TO STATION ON LEFT AS DESCRIBED.
 RM0800'
 RM0800'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 RM0800
 RM0800                          STATION RECOVERY (1977)
 RM0800
 RM0800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 RM0800'STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 RM0800'RECOVERED IN GOOD CONDITION.  THE STATION IS ON LAND OWNED BY JOHN
 RM0800'EVANS WHO LIVES AT THE STATION SITE.
 RM0800'
 RM0800'STATION IS LOCATED ABOUT 7 MILES WNW OF ASHLAND, 5 MILES WEST OF
 RM0800'BARKSDALE, AND 3-1/2 MILES NNW OF MOQUAH IN A SMALL ORCHARD JUST
 RM0800'NORTHEAST OF THE HOME OF JOHN EVANS.  STATION MARK IS IN THE
 RM0800'NORTHEAST CORNER OF A SMALL ORCHARD.  THERE IS NO FENCE AROUND
 RM0800'THE ORCHARD NOW AND THE AREA IS KEPT MOWED.  THE MARK PROJECTS 3
 RM0800'INCHES AND THE DISK IS STAMPED GINNIS 1953.
 RM0800'
 RM0800'REFERENCE MARK 1 IS IN THE SOUTHEAST CORNER OF THE ORCHARD,
 RM0800'PROJECTS 5 INCHES AND THE DISK IS STAMPED GINNIS NO 1 1953.
 RM0800'
 RM0800'REFERENCE MARK 2 IS IN THE NORTHWEST CORNER OF THE ORCHARD,
 RM0800'PROJECTS 6 INCHES AND THE DISK IS STAMPED GINNIS NO 2 1953.
 RM0800'
 RM0800'AZIMUTH MARK IS 30 FEET NORTH OF THE CENTER OF THE ROAD, 30 PACES
 RM0800'WEST OF A DRIVEWAY TO THE SOUTH, AND 4 FEET WEST OF A WOODEN
 RM0800'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 RM0800'GINNIS 1953.
 RM0800'
 RM0800'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE HIGHWAY
 RM0800'13 ABOUT 3 MILES WEST OF ASHLAND, GO NORTH ON HIGHWAY 13 FOR 1.0
 RM0800'MILE TO A PAVED ROAD LEFT.  TURN LEFT AND GO WEST FOR 0.8 MILE
 RM0800'TO A T-INTERSECTION.  TURN RIGHT AND GO NORTH FOR 1.0 MILE TO A
 RM0800'SIDE ROAD LEFT.  TURN LEFT AND GO WEST FOR 2.2 MILES TO A
 RM0800'FORK.  KEEP LEFT, MAIN ROAD, AND CONTINUE WEST FOR 0.7 MILE TO
 RM0800'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD FOR 0.3 MILE TO
 RM0800'TOP OF HILL AND STATION ON THE LEFT.
 RM0800'
 RM0800'NOTE--STATION MARK AND REFERENCE MARK 2 ARE ABOUT 30 FEET SOUTH
 RM0800'OF THE CENTER OF THE GRAVELED ROAD.  THIS STATION HAS GOOD
 RM0800'VISIBILITY TO EAST AND SOUTH, AND FAIR VISIBILITY TO THE WEST.
 RM0800'
 RM0800'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RM0800'ABOUT 3-1/2 MILES NNE OF MOQUAH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1213 ***********************************************************************
 OM1213  DESIGNATION -  GINTER
 OM1213  PID         -  OM1213
 OM1213  STATE/COUNTY-  WI/ADAMS
 OM1213  USGS QUAD   -  ADAMS (1983)
 OM1213
 OM1213                         *CURRENT SURVEY CONTROL
 OM1213  ___________________________________________________________________
 OM1213* NAD 83(1991)-  43 59 01.15451(N)    089 48 58.94937(W)     ADJUSTED  
 OM1213* NAVD 88     -       389.6    (meters)    1278.     (feet)  VERTCON   
 OM1213  ___________________________________________________________________
 OM1213  LAPLACE CORR-          -4.06  (seconds)                    DEFLEC99
 OM1213  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 OM1213
 OM1213  HORZ ORDER  -  FIRST
 OM1213
 OM1213.The horizontal coordinates were established by classical geodetic methods
 OM1213.and adjusted by the National Geodetic Survey in November 1991..
 OM1213
 OM1213.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM1213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM1213
 OM1213.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1213
 OM1213.The geoid height was determined by GEOID03.
 OM1213
 OM1213;                    North         East     Units Scale Factor Converg.
 OM1213;SPC WI S     -   220,387.097   614,731.674   MT  0.99998420   +0 07 34.2
 OM1213;SPC WI S     -   723,053.33  2,016,832.17   sFT  0.99998420   +0 07 34.2
 OM1213;UTM  16      - 4,873,913.982   274,134.312   MT  1.00022749   -1 57 24.0
 OM1213
 OM1213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1213!SPC WI S     -   0.99994446  x   0.99998420  =   0.99992866
 OM1213!UTM  16      -   0.99994446  x   1.00022749  =   1.00017194
 OM1213
 OM1213:                Primary Azimuth Mark                     Grid Az
 OM1213:SPC WI S     -  STANCE                                   058 23 08.4
 OM1213:UTM  16      -  STANCE                                   060 28 06.6
 OM1213
 OM1213|---------------------------------------------------------------------|
 OM1213| PID    Reference Object                     Distance      Geod. Az  |
 OM1213|                                                           dddmmss.s |
 OM1213| PN1101 STANCE                              APPROX.28.0 KM 0583042.6 |
 OM1213| CI9628 GINTER RM 1                          33.754 METERS 24541     |
 OM1213| CI9629 GINTER RM 2                          16.192 METERS 32731     |
 OM1213|---------------------------------------------------------------------|
 OM1213
 OM1213                          SUPERSEDED SURVEY CONTROL
 OM1213
 OM1213  NAD 83(1986)-  43 59 01.15193(N)    089 48 58.95696(W) AD(       ) 1
 OM1213  NAD 27      -  43 59 01.26037(N)    089 48 58.49880(W) AD(       ) 1
 OM1213  NGVD 29 (07/19/86)  389.6    (m)         1278.     (f) VERT ANG       
 OM1213
 OM1213.Superseded values are not recommended for survey control.
 OM1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1213.See file dsdata.txt to determine how the superseded data were derived.
 OM1213
 OM1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7413473914(NAD 83)
 OM1213_MARKER: DH = HORIZONTAL CONTROL DISK
 OM1213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM1213_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM1213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM1213+STABILITY: SURFACE MOTION
 OM1213
 OM1213  HISTORY     - Date     Condition        Report By
 OM1213  HISTORY     - 1981     MONUMENTED       NGS
 OM1213
 OM1213                          STATION DESCRIPTION
 OM1213
 OM1213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 OM1213'THE STATION IS LOCATED ABOUT 20.9 KM (13 MI) EAST-SOUTHEAST OF
 OM1213'NECEDAH, 1.6 KM (1.0 MI) NORTH OF FRIENDSHIP, AND ON A RIDGE
 OM1213'KNOWN AS FRIENDSHIP MOUND.
 OM1213'OWNERSHIP--ALAX GINTER, RT. 3, FRIENDSHIP, WISCONSIN 53934,
 OM1213'TELEPHONE (608) 339-3985.
 OM1213'
 OM1213'TO REACH THE STATION FROM THE POST OFFICE IN FRIENDSHIP, GO NORTH
 OM1213'0N STATE HIGHWAY 13 FOR 0.5 KM (0.3 MI) TO A PAVED SIDE ROAD LEFT,
 OM1213'MOUND VIEW DRIVE.  TURN LEFT AND GO WEST ON MOUND VIEW DRIVE FOR
 OM1213'0.5 KM (0.3 MI) TO A PAVED SIDE ROAD RIGHT, 13TH COURT, AND A SIGN
 OM1213'-SKY LINE SKI AREA-.  TURN RIGHT AND GO NORTH FOR 0.3 KM (0.2 MI)
 OM1213'TO A SAND ROAD ON THE RIGHT JUST BEFORE REACHING SOUTH DAKOTA
 OM1213'AVENUE ON THE LEFT.  CONTINUE NORTH ON THE DIRT ROAD FOR 0.3 KM
 OM1213'(0.2 MI) TO THE SECOND CHAIR LIFT, NORTH ONE OF TWO, AND THE END
 OM1213'OF TRUCK TRAVEL.  PACK EAST UP THE SKI SLOPE TO THE EAST END OF
 OM1213'THE CHAIR LIFT, AND THE STATION SITE ON THE HIGHEST POINT, ABOUT
 OM1213'15 METERS (50 FT) EAST OF THE CHAIR LIFT.
 OM1213'
 OM1213'THE STATION MARK IS A STANDARD NGS DISK
 OM1213'STAMPED---GINTER 1981---,
 OM1213'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 OM1213'RECESSED 4 CM BELOW THE GROUND. IT IS LOCATED
 OM1213'16.0 METERS (52.6 FT) EAST FROM A METAL WITNESS POST AT THE
 OM1213'EAST EDGE OF THE CONCRETE FOOTING OF A SKI LIFT.
 OM1213'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 OM1213'STAMPED---GINTER 1981---,
 OM1213'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE GROUND.
 OM1213'
 OM1213'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 OM1213'STAMPED---GINTER NO 1 1981---,
 OM1213'SET INTO A DRILL HOLE IN THE SOUTHEAST CORNER OF A CONCRETE
 OM1213'FOOTING FOR A CHAIR LIFT STANDARD.
 OM1213'IT IS LOCATED
 OM1213'0.18 METER (0.60 FT) WEST FROM A METAL WITNESS POST.
 OM1213'MARK IS ABOVE STATION 1.5 METERS.
 OM1213'
 OM1213'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 OM1213'STAMPED---GINTER NO 2 1981---,
 OM1213'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 07 METERS
 OM1213'LARGEST DIMENSION.  IT IS LOCATED
 OM1213'35.39 METERS (116.1 FT) NORTH-NORTHEAST FROM A METAL WITNESS POST,
 OM1213'5.15 METERS (16.90 FT) SOUTH-SOUTHWEST FROM A METAL WITNESS POST.
 OM1213'MARK IS BELOW STATION 1 METERS.
 OM1213'
 OM1213'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 22.5 METERS.
 OM1213'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0607 ***********************************************************************
 QM0607  DESIGNATION -  GIRARD
 QM0607  PID         -  QM0607
 QM0607  STATE/COUNTY-  WI/MARINETTE
 QM0607  USGS QUAD   -  LEHMAN LAKE (1972)
 QM0607
 QM0607                         *CURRENT SURVEY CONTROL
 QM0607  ___________________________________________________________________
 QM0607* NAD 83(1991)-  45 29 48.89955(N)    088 12 10.20558(W)     ADJUSTED  
 QM0607* NAVD 88     -       381.     (meters)    1250.     (feet)  SCALED    
 QM0607  ___________________________________________________________________
 QM0607  LAPLACE CORR-          -5.77  (seconds)                    DEFLEC99
 QM0607  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 QM0607
 QM0607  HORZ ORDER  -  FIRST
 QM0607
 QM0607.The horizontal coordinates were established by classical geodetic methods
 QM0607.and adjusted by the National Geodetic Survey in November 1991..
 QM0607
 QM0607.The orthometric height was scaled from a topographic map.
 QM0607
 QM0607.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0607
 QM0607.The geoid height was determined by GEOID03.
 QM0607
 QM0607;                    North         East     Units Scale Factor Converg.
 QM0607;SPC WI C     -   186,417.153   740,459.063   MT  0.99999941   +1 16 04.9
 QM0607;SPC WI C     -   611,603.61  2,429,322.78   sFT  0.99999941   +1 16 04.9
 QM0607;UTM  16      - 5,038,857.554   406,021.339   MT  0.99970859   -0 51 28.6
 QM0607
 QM0607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0607!SPC WI C     -   0.99994579  x   0.99999941  =   0.99994520
 QM0607!UTM  16      -   0.99994579  x   0.99970859  =   0.99965439
 QM0607
 QM0607|---------------------------------------------------------------------|
 QM0607| PID    Reference Object                     Distance      Geod. Az  |
 QM0607|                                                           dddmmss.s |
 QM0607| QM0608 GIRARD 1954 RM 1                     22.089 METERS 00249     |
 QM0607| CJ5008 GIRARD RM 2                          18.300 METERS 07538     |
 QM0607| CJ5007 GIRARD AZ MK                                       2852031.2 |
 QM0607| QM0606 GIRARD USGS 1954                     11.162 METERS 33754     |
 QM0607|---------------------------------------------------------------------|
 QM0607
 QM0607                          SUPERSEDED SURVEY CONTROL
 QM0607
 QM0607  NAD 83(1986)-  45 29 48.90362(N)    088 12 10.20917(W) AD(       ) 1
 QM0607  NAD 27      -  45 29 49.04100(N)    088 12 09.79700(W) AD(       ) 1
 QM0607
 QM0607.Superseded values are not recommended for survey control.
 QM0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0607.See file dsdata.txt to determine how the superseded data were derived.
 QM0607
 QM0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR0602138858(NAD 83)
 QM0607_MARKER: DD = SURVEY DISK
 QM0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0607
 QM0607  HISTORY     - Date     Condition        Report By
 QM0607  HISTORY     - 1954     MONUMENTED       USGS
 QM0607  HISTORY     - 19921031 GOOD             USPSQD
 QM0607  HISTORY     - 20021005 GOOD             USPSQD
 QM0607
 QM0607                          STATION DESCRIPTION
 QM0607
 QM0607'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (DAJ)
 QM0607'STATION IS LOCATED ABOUT 14-1/2 MILES NORTHWEST OF THE VILLAGE
 QM0607'OF WAUSAUKEE, 10 MILES WEST OF THE VILLAGE OF AMBERG, AND
 QM0607'ON THE SAME PROMINENT HILL AS THE GIRARD FIRE TOWER.  STATION
 QM0607'IS 37 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL HOUSE,
 QM0607'AND 64 FEET SOUTHWEST OF THE SOUTHEAST LEG OF FIRE TOWER.  THE
 QM0607'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED GIRARD 1954.
 QM0607'
 QM0607'REFERENCE MARK NO. 1 IS SET AT THE APPROXIMATE CENTER AND AT
 QM0607'THE BASE OF THE FIRE TOWER, AND 22-1/2 FEET NORTHWEST OF THE
 QM0607'NORTHWEST CORNER OF A SMALL HOUSE.  THE MARK IS SET FLUSH AND
 QM0607'THE DISK IS STAMPED GIRARD NO 1 1954.
 QM0607'
 QM0607'REFERENCE MARK NO. 2 IS 38 FEET SOUTHEAST OF THE SOUTHEAST
 QM0607'CORNER OF A SMALL HOUSE, AND 6 FEET SOUTH OF A SMALL OAK TREE.
 QM0607'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED GIRARD NO 2
 QM0607'1954.
 QM0607'
 QM0607'GIRARD 1935 (USGS) IS A BRONZE U.S. GEOLOGICAL SURVEY DISK
 QM0607'SET IN A 4 X 4 INCH CONCRETE MONUMENT ABOUT 20 INCHES HIGH,
 QM0607'AND THE DISK IS STAMPED GIRARD 1935.
 QM0607'
 QM0607'AZIMUTH MARK IS 13 FEET NORTHEAST OF THE APPROXIMATE CENTERLINE
 QM0607'OF THE ROAD, AND 1-1/2 FEET SOUTHEAST OF A WITNESS POST.  THE
 QM0607'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED GIRARD 1954.
 QM0607'
 QM0607'TO REACH FROM THE POST OFFICE IN THE VILLAGE OF ATHELSTANE,
 QM0607'GO WEST AND NORTH ON COUNTY ROUTE A FOR 1.5 MILES TO POINT
 QM0607'WHERE COUNTY ROUTE A TURNS RIGHT.  CONTINUE STRAIGHT AHEAD
 QM0607'(WEST) ON SAND ROAD FOR 4.1 MILE TO CROSSROAD JUST AFTER
 QM0607'PASSING SCHOOLHOUSE.  TURN RIGHT AND FOLLOW SAND ROAD NORTHERLY
 QM0607'FOR 2.5 MILE TO FORKS.  TAKE RIGHT FORK AND FOLLOW MAIN TRAVELED
 QM0607'ROAD NORTHERLY FOR 2.0 MILES TO FORKS.  TAKE LEFT FORK AND
 QM0607'FOLLOW SAND ROAD NORTHWESTERLY FOR 0.9 MILE TO SIDE ROAD RIGHT
 QM0607'AND SIGN GIRARD FIRE TOWER.  TURN RIGHT AND FOLLOW ROAD EAST
 QM0607'FOR 0.5 MILE TO AZIMUTH MARK ON LEFT (NORTH) SIDE OF ROAD.
 QM0607'CONTINUE EASTERLY FOR 0.25 MILE TO FIRE TOWER AND STATION
 QM0607'AS DESCRIBED.  A TRAVERSE CONNECTION WAS MADE FROM
 QM0607'TRIANGULATION STATION GIRARD TO GIRARD 1935 (USGS) AND GIRARD
 QM0607'R.M. 1 AND THE DISTANCE IS SHOWN ABOVE.
 QM0607'
 QM0607'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 QM0607
 QM0607                          STATION RECOVERY (1992)
 QM0607
 QM0607'RECOVERY NOTE BY US POWER SQUADRON 1992 (AJT)
 QM0607'RECOVERED IN GOOD CONDITION.
 QM0607
 QM0607                          STATION RECOVERY (2002)
 QM0607
 QM0607'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QM0607'RM 2 AND AZ MARKS ALSO FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0608 ***********************************************************************
 QM0608  DESIGNATION -  GIRARD 1954 RM 1
 QM0608  PID         -  QM0608
 QM0608  STATE/COUNTY-  WI/MARINETTE
 QM0608  USGS QUAD   -  LEHMAN LAKE (1972)
 QM0608
 QM0608                         *CURRENT SURVEY CONTROL
 QM0608  ___________________________________________________________________
 QM0608* NAD 83(1991)-  45 29 49.61419(N)    088 12 10.15573(W)     ADJUSTED  
 QM0608* NAVD 88     -       381.     (meters)    1250.     (feet)  SCALED    
 QM0608  ___________________________________________________________________
 QM0608  LAPLACE CORR-          -5.77  (seconds)                    DEFLEC99
 QM0608  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 QM0608
 QM0608  HORZ ORDER  -  SECOND
 QM0608
 QM0608.The horizontal coordinates were established by classical geodetic methods
 QM0608.and adjusted by the National Geodetic Survey in November 1991..
 QM0608
 QM0608.The orthometric height was scaled from a topographic map.
 QM0608
 QM0608.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0608
 QM0608.The geoid height was determined by GEOID03.
 QM0608
 QM0608;                    North         East     Units Scale Factor Converg.
 QM0608;SPC WI C     -   186,439.234   740,459.657   MT  0.99999945   +1 16 05.0
 QM0608;SPC WI C     -   611,676.05  2,429,324.72   sFT  0.99999945   +1 16 05.0
 QM0608;UTM  16      - 5,038,879.591   406,022.751   MT  0.99970858   -0 51 28.6
 QM0608
 QM0608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0608!SPC WI C     -   0.99994579  x   0.99999945  =   0.99994524
 QM0608!UTM  16      -   0.99994579  x   0.99970858  =   0.99965438
 QM0608
 QM0608                          SUPERSEDED SURVEY CONTROL
 QM0608
 QM0608  NAD 83(1986)-  45 29 49.61825(N)    088 12 10.15932(W) AD(       ) 2
 QM0608  NAD 27      -  45 29 49.75500(N)    088 12 09.74700(W) AD(       ) 2
 QM0608
 QM0608.Superseded values are not recommended for survey control.
 QM0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0608.See file dsdata.txt to determine how the superseded data were derived.
 QM0608
 QM0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR0602338880(NAD 83)
 QM0608_MARKER: DS = TRIANGULATION STATION DISK
 QM0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0608_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QM0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0608+STABILITY: SURFACE MOTION
 QM0608
 QM0608  HISTORY     - Date     Condition        Report By
 QM0608  HISTORY     - 1954     MONUMENTED       CGS
 QM0608  HISTORY     - 19921031 GOOD             USPSQD
 QM0608  HISTORY     - 20021005 GOOD             USPSQD
 QM0608
 QM0608                          STATION DESCRIPTION
 QM0608
 QM0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QM0608'STATION IS LOCATED ON ABOUT 14-1/2 MILES NORTHWEST OF THE
 QM0608'VILLAGE WAUSAUKEE, AND ABOUT 10 MILES WEST OF THE VILLAGE
 QM0608'OF AMBERG.  STATION IS SET AT THE APPROXIMATE CENTER AND
 QM0608'AT THE BASE OF FIRE TOWER.
 QM0608'THE DISK IS STAMPED GIRARD NO 1 1954.
 QM0608'
 QM0608'A TRAVERSE CONNECTION WAS MADE FROM STATION GIRARD AND THE DISTANCE
 QM0608'IS 22.089 METERS OR 72.47 FEET.
 QM0608'
 QM0608'TO REACH FROM THE POST OFFICE IN THE VILLAGE OF ATHELSTANE,
 QM0608'GO WEST AND NORTH ON COUNTY ROUTE A FOR 1.5 MILES TO POINT
 QM0608'WHERE COUNTY ROUTE A TURNS RIGHT.  CONTINUE STRAIGHT AHEAD
 QM0608'(WEST) ON SAND ROAD FOR 4.1 MILES TO CROSSROADS JUST AFTER
 QM0608'PASSING SCHOOLHOUSE.  TURN RIGHT AND FOLLOW SAND ROAD NORTHERLY
 QM0608'FOR 2.5 MILES TO FORKS.  TAKE RIGHT FORK AND FOLLOW MAIN
 QM0608'TRAVELED ROAD NORTHERLY 2.0 MILES TO FORKS.  TAKE RIGHT FORK
 QM0608'AND FOLLOW SAND ROAD NORTHWESTERLY FOR 0.9 MILES TO SIDE
 QM0608'ROAD RIGHT AT SIGN GIRARD FIRE TOWER.  TURN RIGHT AND GO
 QM0608'EAST ON SAND ROAD FOR 0.75 MILE TO FIRE TOWER AND STATION AS
 QM0608'DESCRIBED.
 QM0608
 QM0608                          STATION RECOVERY (1992)
 QM0608
 QM0608'RECOVERY NOTE BY US POWER SQUADRON 1992 (AJT)
 QM0608'RECOVERED IN GOOD CONDITION.
 QM0608
 QM0608                          STATION RECOVERY (2002)
 QM0608
 QM0608'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QM0608'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0606 ***********************************************************************
 QM0606  DESIGNATION -  GIRARD USGS 1954
 QM0606  PID         -  QM0606
 QM0606  STATE/COUNTY-  WI/MARINETTE
 QM0606  USGS QUAD   -  LEHMAN LAKE (1972)
 QM0606
 QM0606                         *CURRENT SURVEY CONTROL
 QM0606  ___________________________________________________________________
 QM0606* NAD 83(1991)-  45 29 49.23455(N)    088 12 10.39897(W)     ADJUSTED  
 QM0606* NAVD 88     -       381.     (meters)    1250.     (feet)  SCALED    
 QM0606  ___________________________________________________________________
 QM0606  LAPLACE CORR-          -5.77  (seconds)                    DEFLEC99
 QM0606  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 QM0606
 QM0606  HORZ ORDER  -  SECOND
 QM0606
 QM0606.The horizontal coordinates were established by classical geodetic methods
 QM0606.and adjusted by the National Geodetic Survey in November 1991..
 QM0606
 QM0606.The orthometric height was scaled from a topographic map.
 QM0606
 QM0606.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0606
 QM0606.The geoid height was determined by GEOID03.
 QM0606
 QM0606;                    North         East     Units Scale Factor Converg.
 QM0606;SPC WI C     -   186,427.400   740,454.637   MT  0.99999943   +1 16 04.8
 QM0606;SPC WI C     -   611,637.23  2,429,308.25   sFT  0.99999943   +1 16 04.8
 QM0606;UTM  16      - 5,038,867.955   406,017.296   MT  0.99970860   -0 51 28.7
 QM0606
 QM0606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0606!SPC WI C     -   0.99994579  x   0.99999943  =   0.99994522
 QM0606!UTM  16      -   0.99994579  x   0.99970860  =   0.99965440
 QM0606
 QM0606                          SUPERSEDED SURVEY CONTROL
 QM0606
 QM0606  NAD 83(1986)-  45 29 49.23862(N)    088 12 10.40255(W) AD(       ) 2
 QM0606  NAD 27      -  45 29 49.37600(N)    088 12 09.99000(W) AD(       ) 2
 QM0606
 QM0606.Superseded values are not recommended for survey control.
 QM0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0606.See file dsdata.txt to determine how the superseded data were derived.
 QM0606
 QM0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR0601738868(NAD 83)
 QM0606_MARKER: DD = SURVEY DISK
 QM0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0606_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QM0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0606+STABILITY: SURFACE MOTION
 QM0606
 QM0606  HISTORY     - Date     Condition        Report By
 QM0606  HISTORY     - 1954     MONUMENTED       USGS
 QM0606  HISTORY     - 19921031 POOR             USPSQD
 QM0606  HISTORY     - 20021005 POOR             USPSQD
 QM0606
 QM0606                          STATION DESCRIPTION
 QM0606
 QM0606'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (DAJ)
 QM0606'STATION IS LOCATED ON THE SAME PROMINENT HILL AS THE GIRARD
 QM0606'FIRE TOWER, ABOUT 14-1/2 MILES NORTHWEST OF THE VILLAGE OF
 QM0606'WAUSAUKEE, AND ABOUT 10 MILES WEST OF THE VILLAGE OF AMBERG.
 QM0606'STATION IS A GEOLOGICAL SURVEY DISK SET IN A 4 X 4 INCH CONCRETE
 QM0606'MONUMENT ABOUT 20 INCHES HIGH.  IT IS 31 FEET SOUTH OF THE
 QM0606'SOUTHWEST LEG OF FIRE TOWER, AND 25-1/2 FEET WEST OF THE
 QM0606'SOUTHWEST CORNER OF A SMALL HOUSE.  THE DISK IS STAMPED GIRARD
 QM0606'1935.
 QM0606'
 QM0606'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 QM0606'GIRARD AND THE DISTANCE IS 11.162 METERS OR 36.62 FEET.
 QM0606'
 QM0606'TO REACH FROM THE POST OFFICE IN THE VILLAGE OF ATHELSTANE,
 QM0606'GO WEST AND NORTH ON COUNTY ROUTE A FOR 1.5 MILES TO POINT
 QM0606'WHERE COUNTY ROAD A TURNS RIGHT.  CONTINUE STRAIGHT AHEAD ON
 QM0606'SAND ROAD FOR 4.1 MILES TO CROSSROAD JUST AFTER PASSING
 QM0606'SCHOOLHOUSE.  TURN RIGHT AND FOLLOW SAND ROAD NORTHERLY FOR
 QM0606'2.5 MILES TO FORKS.  TAKE RIGHT FORK AND FOLLOW MAIN TRAVELED
 QM0606'ROAD NORTHERLY FOR 2.0 MILES TO FORKS.  TAKE LEFT FORK AND
 QM0606'FOLLOW SAND ROAD NORTHWESTERLY FOR 0.9 MILE TO SIDE ROAD RIGHT
 QM0606'AT SIGN GIRARD FIRE TOWER.  TURN RIGHT AND FOLLOW SAND ROAD
 QM0606'EAST FOR 0.75 MILE TO FIRE TOWER AND STATION AS DESCRIBED.
 QM0606
 QM0606                          STATION RECOVERY (1992)
 QM0606
 QM0606'RECOVERY NOTE BY US POWER SQUADRON 1992 (AJT)
 QM0606'MARK RECOVERED IN POOR CONDITION.
 QM0606
 QM0606                          STATION RECOVERY (2002)
 QM0606
 QM0606'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QM0606'THE CONCRETE POST WITH DISK ATOP IS LEANING AT APPROXIMATELY A 45
 QM0606'DEGREE ANGLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1183 ***********************************************************************
 OM1183  DESIGNATION -  GLEN
 OM1183  PID         -  OM1183
 OM1183  STATE/COUNTY-  WI/ADAMS
 OM1183  USGS QUAD   -  BROOKS (1979)
 OM1183
 OM1183                         *CURRENT SURVEY CONTROL
 OM1183  ___________________________________________________________________
 OM1183* NAD 83(1991)-  43 46 27.54503(N)    089 43 02.24052(W)     ADJUSTED  
 OM1183* NAVD 88     -       312.     (meters)    1024.     (feet)  SCALED    
 OM1183  ___________________________________________________________________
 OM1183  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 OM1183  GEOID HEIGHT-         -35.55  (meters)                     GEOID03
 OM1183
 OM1183  HORZ ORDER  -  SECOND
 OM1183
 OM1183.The horizontal coordinates were established by classical geodetic methods
 OM1183.and adjusted by the National Geodetic Survey in November 1991..
 OM1183
 OM1183.The orthometric height was scaled from a topographic map.
 OM1183
 OM1183.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1183
 OM1183.The geoid height was determined by GEOID03.
 OM1183
 OM1183;                    North         East     Units Scale Factor Converg.
 OM1183;SPC WI S     -   197,150.913   622,759.847   MT  0.99995371   +0 11 39.3
 OM1183;SPC WI S     -   646,819.29  2,043,171.26   sFT  0.99995371   +0 11 39.3
 OM1183;UTM  16      - 4,850,396.234   281,316.052   MT  1.00018825   -1 52 50.2
 OM1183
 OM1183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1183!SPC WI S     -   0.99995665  x   0.99995371  =   0.99991037
 OM1183!UTM  16      -   0.99995665  x   1.00018825  =   1.00014490
 OM1183
 OM1183|---------------------------------------------------------------------|
 OM1183| PID    Reference Object                     Distance      Geod. Az  |
 OM1183|                                                           dddmmss.s |
 OM1183| CI9631 GLEN RM 1                            23.646 METERS 09638     |
 OM1183| CI9632 GLEN RM 2                            20.098 METERS 26427     |
 OM1183| CI9630 GLEN AZ MK                                         2735314.7 |
 OM1183|---------------------------------------------------------------------|
 OM1183
 OM1183                          SUPERSEDED SURVEY CONTROL
 OM1183
 OM1183  NAD 83(1986)-  43 46 27.54026(N)    089 43 02.24747(W) AD(       ) 2
 OM1183  NAD 27      -  43 46 27.62510(N)    089 43 01.79980(W) AD(       ) 2
 OM1183
 OM1183.Superseded values are not recommended for survey control.
 OM1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1183.See file dsdata.txt to determine how the superseded data were derived.
 OM1183
 OM1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP8131650396(NAD 83)
 OM1183_MARKER: DS = TRIANGULATION STATION DISK
 OM1183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1183
 OM1183  HISTORY     - Date     Condition        Report By
 OM1183  HISTORY     - 1958     MONUMENTED       CGS
 OM1183  HISTORY     - 1960     GOOD             LOCSUR
 OM1183  HISTORY     - 1973     GOOD             WIDT
 OM1183
 OM1183                          STATION DESCRIPTION
 OM1183
 OM1183'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1183'THE STATION IS ABOUT 8 MILES WEST OF OXFORD AND IS IN THE
 OM1183'SOUTHWEST ANGLE OF THE INTERSECTION OF STATE HIGHWAY 82 AND
 OM1183'COUNTY ROAD B ON ROAD RIGHT-OF-WAY.  IT IS 71 FEET SOUTHWEST
 OM1183'OF THE CENTER OF THE INTERSECTION OF HIGHWAY 82 AND ROAD
 OM1183'B, 53 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 82, 7 FEET
 OM1183'NORTH OF A WIRE FENCE, AND 6 FEET NORTH OF A WHITE WITNESS
 OM1183'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED GLEN
 OM1183'1958.
 OM1183'
 OM1183'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 82
 OM1183'AND COUNTY ROAD A IN OXFORD, GO WEST ON HIGHWAY 82 FOR 4.2
 OM1183'MILES TO THE JUNCTION OF COUNTY ROAD G.  CONTINUE WEST ON
 OM1183'HIGHWAY 82 FOR 2.85 MILES TO THE JUNCTION OF COUNTY ROAD B
 OM1183'AND THE STATION ON THE LEFT.
 OM1183'
 OM1183'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON HIGHWAY
 OM1183'82 FOR 0.35 MILE TO THE MARK ON THE LEFT.
 OM1183'
 OM1183'REFERENCE MARK 1 IS 60 FEET SOUTH OF THE CENTERLINE OF STATE
 OM1183'HIGHWAY 82, 30 FEET EAST OF THE CENTERLINE OF COUNTY ROAD B,
 OM1183'AND 2 FEET SOUTHWEST OF A FENCE CORNER.  THE MONUMENT PROJECTS
 OM1183'3 INCHES AND THE DISK IS STAMPED GLEN NO 1 1958.
 OM1183'
 OM1183'REFERENCE MARK 2 IS 59 FEET SOUTH OF THE CENTERLINE OF STATE
 OM1183'HIGHWAY 82, 6 INCHES NORTH OF A WIRE FENCE, AND 65 FEET
 OM1183'WEST OF THE WHITE WITNESS POST.  THE MONUMENT PROJECTS 1
 OM1183'INCH AND THE DISK IS STAMPED GLEN NO 2 1958.
 OM1183'
 OM1183'THE AZIMUTH MARK IS 70 FEET EAST OF A TELEPHONE POLE, 49
 OM1183'FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 82, 1 FOOT
 OM1183'SOUTH OF A WIRE FENCE, AND 3 FEET EAST OF A WHITE WITNESS
 OM1183'POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 OM1183'GLEN 1958.
 OM1183'
 OM1183'THE REFERENCE MARKS COULD NOT BE MEASURED BETWEEN BECAUSE
 OM1183'OF A WIRE FENCE AND BUSHES.
 OM1183'
 OM1183'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 OM1183
 OM1183                          STATION RECOVERY (1960)
 OM1183
 OM1183'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1960
 OM1183'RECOVERED BY SURVEY BRANCH ENG DIV.
 OM1183'
 OM1183'STATION RECOVERED IN GOOD CONDITION.
 OM1183
 OM1183                          STATION RECOVERY (1973)
 OM1183
 OM1183'RECOVERY NOTE BY WI DEPT OF TRANSP 1973 (GN)
 OM1183'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH4968 ***********************************************************************
 DH4968  DESIGNATION -  GLEN HAVEN GPS
 DH4968  PID         -  DH4968
 DH4968  STATE/COUNTY-  WI/GRANT
 DH4968  USGS QUAD   -  GUTTENBERG (1978)
 DH4968
 DH4968                         *CURRENT SURVEY CONTROL
 DH4968  ___________________________________________________________________
 DH4968* NAD 83(1997)-  42 49 19.64949(N)    091 00 07.50784(W)     ADJUSTED  
 DH4968* NAVD 88     -                                                        
 DH4968  ___________________________________________________________________
 DH4968  X           -     -81,945.715 (meters)                     COMP
 DH4968  Y           -  -4,684,894.467 (meters)                     COMP
 DH4968  Z           -   4,313,217.868 (meters)                     COMP
 DH4968  LAPLACE CORR-          -5.56  (seconds)                    DEFLEC99
 DH4968  ELLIP HEIGHT-         277.75  (meters)          (08/01/05) GPS OBS
 DH4968  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 DH4968
 DH4968  HORZ ORDER  -  B
 DH4968  ELLP ORDER  -  FOURTH    CLASS I
 DH4968
 DH4968.The horizontal coordinates were established by GPS observations
 DH4968.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH4968
 DH4968
 DH4968.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4968
 DH4968.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4968
 DH4968.The ellipsoidal height was determined by GPS observations
 DH4968.and is referenced to NAD 83.
 DH4968
 DH4968.The geoid height was determined by GEOID03.
 DH4968
 DH4968;                    North         East     Units Scale Factor Converg.
 DH4968;SPC WI S     -    91,823.170   518,057.013   MT  0.99998328   -0 41 18.7
 DH4968;SPC WI S     -   301,256.52  1,699,658.72   sFT  0.99998328   -0 41 18.7
 DH4968;UTM  15      - 4,742,998.277   663,318.246   MT  0.99992815   +1 21 30.0
 DH4968
 DH4968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4968!SPC WI S     -   0.99995644  x   0.99998328  =   0.99993972
 DH4968!UTM  15      -   0.99995644  x   0.99992815  =   0.99988460
 DH4968
 DH4968                          SUPERSEDED SURVEY CONTROL
 DH4968
 DH4968.No superseded survey control is available for this station.
 DH4968
 DH4968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH6331842998(NAD 83)
 DH4968_MARKER: DD = SURVEY DISK
 DH4968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4968_STAMPING: GLEN HAVEN GPS 2004
 DH4968_MARK LOGO: WIDT  
 DH4968_PROJECTION: FLUSH
 DH4968_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH4968_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4968+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH4968
 DH4968  HISTORY     - Date     Condition        Report By
 DH4968  HISTORY     - 2003     MONUMENTED       WIDT
 DH4968  HISTORY     - 20040816 GOOD             WIDT
 DH4968  HISTORY     - 20051228 GOOD             WIDT
 DH4968
 DH4968                          STATION DESCRIPTION
 DH4968
 DH4968'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH4968'OWNERSHIP--TOWN OF GLEN HAVEN.  TO REACH THE STATION FROM THE JUNCTION
 DH4968'OF STATE  HIGHWAY 133 WITH COUNTY HIGHWAY V WEST ABOUT 7 MI
 DH4968'NORTH-NORTHEAST OF THE VILLAGE OF  CASSVILLE, GO WEST-NORTHWEST ON
 DH4968'COUNTY HIGHWAY V FOR 1.8 MI TO TEXAS ROAD, CONTINUE  WEST ON COUNTY
 DH4968'HIGHWAY V FOR 0.15 MI TO THE STATION ON THE RIGHT.  THE STATION IS A
 DH4968'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DH4968'STATION DISK  SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT 1
 DH4968'M ABOVE THE HIGHWAY PAVEMENT.   THE STATION IS 14.1 M NORTH OF THE
 DH4968'CENTERLINE OF COUNTY HIGHWAY V, 70.6 M EAST OF THE TOP  CENTER OF A
 DH4968'50-CM DIAMETER REINFORCED CONCRETE CULVERT PIPE, 63 M WEST OF THE
 DH4968'CENTER  OF A FIELD ENTRANCE, 40 M NORTHWEST OF A TELEPHONE POLE --LS
 DH4968'1187--, 1.3 M SOUTH OF A FENCE,  1.0 M NORTHWEST OF AN ORANGE 4X4
 DH4968'PLASTIC WITNESS POST, 1.0 M NORTHEAST OF AN ORANGE  4X4 PLASTIC
 DH4968'WITNESS POST AND 1.0 M SOUTH OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DH4968'---NOTE---  THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH4968'THAN 10 DEGREES ABOVE THE  HORIZON.
 DH4968
 DH4968                          STATION RECOVERY (2004)
 DH4968
 DH4968'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 DH4968'RECOVERED AS DESCRIBED.
 DH4968
 DH4968                          STATION RECOVERY (2005)
 DH4968
 DH4968'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH4968'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5321 ***********************************************************************
 DH5321  DESIGNATION -  GLEN HAVEN W GPS
 DH5321  PID         -  DH5321
 DH5321  STATE/COUNTY-  WI/GRANT
 DH5321  USGS QUAD   -  GUTTENBERG (1978)
 DH5321
 DH5321                         *CURRENT SURVEY CONTROL
 DH5321  ___________________________________________________________________
 DH5321* NAD 83(1997)-  42 47 35.54530(N)    091 03 05.49178(W)     ADJUSTED  
 DH5321* NAVD 88     -                                                        
 DH5321  ___________________________________________________________________
 DH5321  X           -     -86,028.153 (meters)                     COMP
 DH5321  Y           -  -4,686,996.834 (meters)                     COMP
 DH5321  Z           -   4,310,853.675 (meters)                     COMP
 DH5321  LAPLACE CORR-          -4.56  (seconds)                    DEFLEC99
 DH5321  ELLIP HEIGHT-         266.99  (meters)          (08/01/05) GPS OBS
 DH5321  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 DH5321
 DH5321  HORZ ORDER  -  FIRST
 DH5321  ELLP ORDER  -  SECOND    CLASS I
 DH5321
 DH5321.The horizontal coordinates were established by GPS observations
 DH5321.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5321
 DH5321
 DH5321.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5321
 DH5321.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5321
 DH5321.The ellipsoidal height was determined by GPS observations
 DH5321.and is referenced to NAD 83.
 DH5321
 DH5321.The geoid height was determined by GEOID03.
 DH5321
 DH5321;                    North         East     Units Scale Factor Converg.
 DH5321;SPC WI S     -    88,660.800   513,973.886   MT  0.99998847   -0 43 21.0
 DH5321;SPC WI S     -   290,881.31  1,686,262.66   sFT  0.99998847   -0 43 21.0
 DH5321;UTM  15      - 4,739,692.318   659,350.924   MT  0.99991240   +1 19 26.3
 DH5321
 DH5321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5321!SPC WI S     -   0.99995813  x   0.99998847  =   0.99994660
 DH5321!UTM  15      -   0.99995813  x   0.99991240  =   0.99987053
 DH5321
 DH5321                          SUPERSEDED SURVEY CONTROL
 DH5321
 DH5321.No superseded survey control is available for this station.
 DH5321
 DH5321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH5935139692(NAD 83)
 DH5321_MARKER: DD = SURVEY DISK
 DH5321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5321_STAMPING: GLEN HAVEN W GPS 2004
 DH5321_MARK LOGO: WIDT  
 DH5321_PROJECTION: FLUSH
 DH5321_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5321+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5321
 DH5321  HISTORY     - Date     Condition        Report By
 DH5321  HISTORY     - 2003     MONUMENTED       WIDT
 DH5321
 DH5321                          STATION DESCRIPTION
 DH5321
 DH5321'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5321'OWNERSHIP--TOWNSHIP OF GLEN HAVEN.  TO REACH THE STATION FROM THE
 DH5321'JUNCTION OF STATE HIGHWAY 133 WITH COUNTY HIGHWAY V WEST ABOUT 6 MI
 DH5321'SOUTH OF THE  VILLAGE OF BLOOMINGTON, GO SOUTH ON STATE HIGHWAY 133
 DH5321'FOR 2.2 MI TO GARDEN PRAIRIE ROAD  ON THE LEFT AND RAMSEY ROAD ON THE
 DH5321'RIGHT, TURN RIGHT AND GO WEST ON RAMSEY ROAD FOR  3.0 MI TO COUNTY
 DH5321'HIGHWAY VV, TURN RIGHT AND GO NORTH ON COUNTY HIGHWAY VV FOR 0.6 MI TO
 DH5321'GOOD-NUF ROAD ON THE LEFT, TURN LEFT AND GO WEST ON GOOD-NUF ROAD FOR
 DH5321'0.7 MI TO THE  STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DH5321'WISCONSIN DEPARTMENT OF  TRANSPORTATION GEODETIC  SURVEY CONTROL
 DH5321'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT
 DH5321'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 7.4 M NORTH OF THE
 DH5321'CENTERLINE OF GOOD-NUF  ROAD, 5 M WEST OF A FIELD ENTRANCE, 1.2 M
 DH5321'SOUTH OF A BARBED WIRE FENCE, 1.0 M SOUTH OF AN  ORANGE 4X4  PLASTIC
 DH5321'WITNESS POST, 1.0 M EAST-NORTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS
 DH5321'POST AND 1.0  M  WEST-NORTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DH5321'---NOTE---THIS STATION HAS NO  VISIBLE  OBSTRUCTIONS EXTENDING HIGHER
 DH5321'THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0012 ***********************************************************************
 OM0012  DESIGNATION -  GLENBEULAH
 OM0012  PID         -  OM0012
 OM0012  STATE/COUNTY-  WI/SHEBOYGAN
 OM0012  USGS QUAD   -  ELKHART LAKE (1992)
 OM0012
 OM0012                         *CURRENT SURVEY CONTROL
 OM0012  ___________________________________________________________________
 OM0012* NAD 83(1986)-  43 47 49.     (N)    088 03 00.     (W)     SCALED    
 OM0012* NAVD 88     -       296.594  (meters)     973.08   (feet)  POSTED    
 OM0012  ___________________________________________________________________
 OM0012  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 OM0012  DYNAMIC HT  -         296.530 (meters)     972.87  (feet)  COMP
 OM0012  MODELED GRAV-     980,407.5   (mgal)                       NAVD 88
 OM0012
 OM0012  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 OM0012
 OM0012.The horizontal coordinates were scaled from a topographic map and have
 OM0012.an estimated accuracy of +/- 6 seconds.
 OM0012
 OM0012.The orthometric height was determined by differential leveling
 OM0012.and adjusted by the National Geodetic Survey in 1992..
 OM0012.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 OM0012.rate of 2.1 thru 3.0 mm/km.
 OM0012
 OM0012.The geoid height was determined by GEOID03.
 OM0012
 OM0012.The dynamic height is computed by dividing the NAVD 88
 OM0012.geopotential number by the normal gravity value computed on the
 OM0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0012.degrees latitude (g = 980.6199 gals.).
 OM0012
 OM0012.The modeled gravity was interpolated from observed gravity values.
 OM0012
 OM0012;                    North         East    Units  Estimated Accuracy
 OM0012;SPC WI S     -   201,460.      756,910.      MT  (+/- 180 meters Scaled)
 OM0012
 OM0012                          SUPERSEDED SURVEY CONTROL
 OM0012
 OM0012  NGVD 29 (??/??/92)  296.581  (m)          973.03   (f) ADJ UNCH    2 0
 OM0012
 OM0012.Superseded values are not recommended for survey control.
 OM0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0012.See file dsdata.txt to determine how the superseded data were derived.
 OM0012
 OM0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP155498(NAD 83)
 OM0012_MARKER: DB = BENCH MARK DISK
 OM0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0012_STAMPING: GLENBEULAH 1934 973.033
 OM0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0012+STABILITY: SURFACE MOTION
 OM0012
 OM0012  HISTORY     - Date     Condition        Report By
 OM0012  HISTORY     - 1934     MONUMENTED       CGS
 OM0012  HISTORY     - 1942     GOOD             CNWRR
 OM0012  HISTORY     - 20031206 MARK NOT FOUND   USPSQD
 OM0012
 OM0012                          STATION DESCRIPTION
 OM0012
 OM0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0012'AT GLENBEULAH.
 OM0012'ALONG THE CHICAGO AND NORTHWESTERN RAILROAD, AT THIRD POLE WEST
 OM0012'OF DEPOT AND FIRST POLE WEST OF PUBLIC CROSSING.  SET IN POST,
 OM0012'1 1/2 FEET ABOVE RAIL TOP, 4 FEET WEST OF POLE, 12 FEET NORTH
 OM0012'OF CENTERLINE OF TRACK AND 40 FEET WEST OF CENTERLINE OF CROSSING.
 OM0012
 OM0012                          STATION RECOVERY (1942)
 OM0012
 OM0012'RECOVERY NOTE BY CHICAGO AND NORTH WESTERN RAILROAD 1942
 OM0012'RECOVERED IN GOOD CONDITION.
 OM0012
 OM0012                          STATION RECOVERY (2003)
 OM0012
 OM0012'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0012'NOT FOUND.  THE STATION AND RAILROAD TRACKS HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1214 ***********************************************************************
 OM1214  DESIGNATION -  GLENBEULAH
 OM1214  PID         -  OM1214
 OM1214  STATE/COUNTY-  WI/SHEBOYGAN
 OM1214  USGS QUAD   -  ELKHART LAKE (1992)
 OM1214
 OM1214                         *CURRENT SURVEY CONTROL
 OM1214  ___________________________________________________________________
 OM1214* NAD 83(1991)-  43 46 42.22152(N)    088 02 11.55616(W)     ADJUSTED  
 OM1214* NAVD 88     -       363.     (meters)    1191.     (feet)  SCALED    
 OM1214  ___________________________________________________________________
 OM1214  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 OM1214  GEOID HEIGHT-         -35.57  (meters)                     GEOID03
 OM1214
 OM1214  HORZ ORDER  -  SECOND
 OM1214
 OM1214.The horizontal coordinates were established by classical geodetic methods
 OM1214.and adjusted by the National Geodetic Survey in November 1991..
 OM1214
 OM1214.The orthometric height was scaled from a topographic map.
 OM1214
 OM1214.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1214
 OM1214.The geoid height was determined by GEOID03.
 OM1214
 OM1214;                    North         East     Units Scale Factor Converg.
 OM1214;SPC WI S     -   199,426.034   758,044.501   MT  0.99995418   +1 20 56.8
 OM1214;SPC WI S     -   654,283.58  2,487,017.67   sFT  0.99995418   +1 20 56.8
 OM1214;UTM  16      - 4,847,782.182   416,587.163   MT  0.99968558   -0 43 01.9
 OM1214
 OM1214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1214!SPC WI S     -   0.99994866  x   0.99995418  =   0.99990284
 OM1214!UTM  16      -   0.99994866  x   0.99968558  =   0.99963425
 OM1214
 OM1214:                Primary Azimuth Mark                     Grid Az
 OM1214:SPC WI S     -  PLYMOUTH ST JOHNS LUTHERAN CH            123 14 40.6
 OM1214:UTM  16      -  PLYMOUTH ST JOHNS LUTHERAN CH            125 18 39.3
 OM1214
 OM1214|---------------------------------------------------------------------|
 OM1214| PID    Reference Object                     Distance      Geod. Az  |
 OM1214|                                                           dddmmss.s |
 OM1214| OL0485 PLYMOUTH ST JOHNS LUTHERAN CH       APPROX. 5.8 KM 1243537.4 |
 OM1214| CI9634 GLENBEULAH RM 1                      25.177 METERS 18845     |
 OM1214| OM0704 MT CALVARY HOLY CROSS CATH CH       APPROX.17.9 KM 2861750.3 |
 OM1214| CI9635 GLENBEULAH RM 2                      24.872 METERS 30826     |
 OM1214| OM0665 MARYTOWN ST MARYS CATH CH           APPROX.20.0 KM 3174626.9 |
 OM1214| CI9633 GLENBEULAH AZ MK                                   3241159.6 |
 OM1214| OM0653 NEW HOLSTEIN MUNICIPAL TANK         APPROX.19.5 KM 3462505.5 |
 OM1214|---------------------------------------------------------------------|
 OM1214
 OM1214                          SUPERSEDED SURVEY CONTROL
 OM1214
 OM1214  NAD 83(1986)-  43 46 42.21035(N)    088 02 11.55752(W) AD(       ) 2
 OM1214  NAD 27      -  43 46 42.23200(N)    088 02 11.21300(W) AD(       ) 2
 OM1214
 OM1214.Superseded values are not recommended for survey control.
 OM1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1214.See file dsdata.txt to determine how the superseded data were derived.
 OM1214
 OM1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1658747782(NAD 83)
 OM1214_MARKER: DS = TRIANGULATION STATION DISK
 OM1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1214
 OM1214  HISTORY     - Date     Condition        Report By
 OM1214  HISTORY     - 1953     MONUMENTED       CGS
 OM1214  HISTORY     - 1973     MARK NOT FOUND   WIDT
 OM1214  HISTORY     - 1974     MARK NOT FOUND   USGS
 OM1214  HISTORY     - 1974     GOOD             NGS
 OM1214
 OM1214                          STATION DESCRIPTION
 OM1214
 OM1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM1214'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF PLYMOUTH, 1 MILE
 OM1214'SOUTH OF GLENBEULAH, AND ON THE PROPERTY OF MR. GUS. JOHNSON.
 OM1214'IT IS ON THE HIGHEST HILL ON MR. JOHNSONS FARM, 65 FEET WEST
 OM1214'OF A FENCE LINE, 33 FEET NORTHEAST OF A 15 INCH ELM TREE, 5
 OM1214'FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MARK IS FLUSH
 OM1214'AND THE DISK IS STAMPED GLENBEULAH 1953.
 OM1214'
 OM1214'REFERENCE MARK NO. 1 IS 87 FEET SOUTH OF A WHITE WITNESS POST,
 OM1214'AND 5 FEET NORTHWEST OF A 5 INCH ELM TREE.  THE MARK PROJECTS
 OM1214'ABOUT 2 INCHES AND THE DISK IS STAMPED GLENBEULAH NO 1 1953.
 OM1214'
 OM1214'REFERENCE MARK NO. 2 IS 81 FEET NORTHWEST OF A WHITE WITNESS POST
 OM1214'AND 30 FEET SOUTHEAST OF A 20 INCH ELM TREE.  THE MARK PROJECTS
 OM1214'ABOUT 2 INCHES AND THE DISK IS STAMPED GLENBEULAH NO 2 1953.
 OM1214'
 OM1214'AZIMUTH MARK IS 15 FEET WEST OF COUNTY HIGHWAY S, 3 FEET SOUTH
 OM1214'OF A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE LINE.  THE
 OM1214'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED GLENBEULAH
 OM1214'1953.
 OM1214'
 OM1214'TO REACH THE STATION FROM THE POST OFFICE IN PLYMOUTH, CORNER OF
 OM1214'STAFFORD AND EAST MAIN STREETS, GO SOUTH ONE BLOCK TO STATE
 OM1214'HIGHWAY 23, TURN RIGHT ON HIGHWAY 23 AND GO WEST FOR 3.6 MILES TO
 OM1214'A SIDE ROAD RIGHT, COUNTY HIGHWAY S, TURN RIGHT ON HIGHWAY
 OM1214'S AND GO NORTH FOR 0.6 MILE TO A WIRE GATE ON THE RIGHT (*)
 OM1214'GO RIGHT THROUGH THE GATE AND ON EAST SIDE OF THE FENCE LINE
 OM1214'FOR 0.4 MILE TO TOP OF HILL AND STATION AS DESCRIBED.  (*) TO
 OM1214'REACH THE AZIMUTH MARK CONTINUE AHEAD ON COUNTY HIGHWAY S FOR
 OM1214'0.6 MILE AND AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 OM1214'
 OM1214'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 OM1214
 OM1214                          STATION RECOVERY (1973)
 OM1214
 OM1214'RECOVERY NOTE BY WI DEPT OF TRANSP 1973 (DDT)
 OM1214'GLENBEULAH 1934-NOT FOUND.
 OM1214'
 OM1214'THIS C AND N.W. RR. ROUTE WAS DISCONTINUED ABOUT 1954 AND THE RAILS
 OM1214'REMOVED.  RESIDENTS IN THIS AREA WERE CONTACTED.  MONUMENT WAS
 OM1214'NOT RECOVERED.
 OM1214
 OM1214                          STATION RECOVERY (1974)
 OM1214
 OM1214'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OM1214'THIS MARK IS PROBABLY DESTROYED.  THE AREA AROUND THE MARK
 OM1214'HAS BEEN CHANGED CONSIDERABLY.  THE RAILROAD IS NO LONGER
 OM1214'THERE.  ABOUT WHERE THE MARK IS THERE IS NOW A LOADING RAMP
 OM1214'FOR A FACTORY.  POSSIBLY COVERED.  MOST LIKELY DESTROYED.
 OM1214
 OM1214                          STATION RECOVERY (1974)
 OM1214
 OM1214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 OM1214'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 OM1214'LINE OF SIGHT TO THE AZIMUTH MARK IS OBSTRUCTED BY TREES
 OM1214'AND BRUSH.  THE DIRECTION BETWEEN THE MARKS CHECKED AS DID
 OM1214'THE DISTANCE TO REFERENCE MARK 1.  THE DISTANCE TO REFERENCE
 OM1214'MARK 2 WAS FOUND TO BE SHORTER BY 0.06 OF A FOOT.  A NEW
 OM1214'DESCRIPTION FOLLOWS--
 OM1214'
 OM1214'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF PLYMOUTH,
 OM1214'ON THE PROPERTY OF MR. GUS JOHNSON, ON THE HIGHEST POINT OF
 OM1214'A KNOLL, 2 FEET SOUTH OF A METAL WITNESS POST, 33 FEET NORTHEAST
 OM1214'OF A 20 INCH OAK TREE, 44 FEET SOUTHEAST OF AN 18 INCH OAK
 OM1214'TREE AND 65 FEET WEST OF A FENCE.  THE MONUMENT IS FLUSH AND
 OM1214'THE DISK IS STAMPED GLENBEULAH 1953.
 OM1214'
 OM1214'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 23
 OM1214'AND 67 AT THE WEST EDGE OF PLYMOUTH, GO WESTERLY ON HIGHWAY
 OM1214'3.6 MILES TO A ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY ON
 OM1214'COUNTY HIGHWAY S FOR 0.8 MILES TO A TRACK ROAD RIGHT PASSING
 OM1214'TO THE SOUTH OF OLD STONE FOUNDATIONS.  TURN RIGHT AND GO EAST
 OM1214'ON THE TRACK ROAD FOR 0.3 MILE TO WOODS.  KEEP TO THE RIGHT
 OM1214'AND GO SOUTH ALONG WEST EDGE OF WOODS FOR 0.2 MILE TO KNOLL
 OM1214'AND STATION.
 OM1214'
 OM1214'REFERENCE MARK 1 IS ON THE SOUTH SLOPE OF THE KNOLL ABOUT 6
 OM1214'FEET LOWER IN ELEVATION THAN THE STATION MARK, 5 FEET NORTHEAST
 OM1214'OF A METAL WITNESS POST, IN THE CENTER OF A DIM TRACK ROAD
 OM1214'AND 57 FEET NORTHWEST OF A 24 INCH OAK TREE.  THE MONUMENT
 OM1214'PROJECTS 2 INCHES AND THE DISK IS STAMPED GLENBEULAH NO 1,
 OM1214'1953.
 OM1214'
 OM1214'REFERENCE MARK 2 IS 18 FEET NORTH OF THE CENTERLINE OF DIM TRACK
 OM1214'ROAD, 1 FOOT NORTH OF A METAL WITNESS POST, ON THE WEST EDGE
 OM1214'OF THE KNOLL AND ABOUT LEVEL WITH THE STATION.  THE MONUMENT
 OM1214'PROJECTS 2 INCHES AND THE DISK IS STAMPED GLENBEULAH NO 2 1953.
 OM1214'
 OM1214'THE AZIMUTH MARK IS 16 FEET WEST OF THE CENTERLINE OF GRAVELED
 OM1214'ROAD, 1 FOOT SOUTH OF A METAL WITNESS POST AND AT THE CREST
 OM1214'OF A SMALL GRADE.  THE MONUMENT PROJECTS 4 INCHES AND THE
 OM1214'DISK IS STAMPED GLENBEULAH 1953.
 OM1214'
 OM1214'TO REACH THE AZIMUTH MARK FROM THE TRACK ROAD AND HIGHWAY S,
 OM1214'GO NORTH ON HIGHWAY S FOR 0.4 MILE TO THE AZIMUTH MARK ON
 OM1214'THE LEFT.
 OM1214'
 OM1214'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 OM1214'
 OM1214'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1
 OM1214'MILE SOUTH OF GLENBEULAH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5088 ***********************************************************************
 DH5088  DESIGNATION -  GLENDALE E GPS
 DH5088  PID         -  DH5088
 DH5088  STATE/COUNTY-  WI/MONROE
 DH5088  USGS QUAD   -  KENDALL EAST (1983)
 DH5088
 DH5088                         *CURRENT SURVEY CONTROL
 DH5088  ___________________________________________________________________
 DH5088* NAD 83(1997)-  43 46 34.48905(N)    090 19 41.16273(W)     ADJUSTED  
 DH5088* NAVD 88     -                                                        
 DH5088  ___________________________________________________________________
 DH5088  X           -     -26,415.362 (meters)                     COMP
 DH5088  Y           -  -4,612,827.577 (meters)                     COMP
 DH5088  Z           -   4,390,358.023 (meters)                     COMP
 DH5088  LAPLACE CORR-          -7.07  (seconds)                    DEFLEC99
 DH5088  ELLIP HEIGHT-         265.59  (meters)          (08/01/05) GPS OBS
 DH5088  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 DH5088
 DH5088  HORZ ORDER  -  FIRST
 DH5088  ELLP ORDER  -  SECOND    CLASS I
 DH5088
 DH5088.The horizontal coordinates were established by GPS observations
 DH5088.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5088
 DH5088
 DH5088.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5088
 DH5088.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5088
 DH5088.The ellipsoidal height was determined by GPS observations
 DH5088.and is referenced to NAD 83.
 DH5088
 DH5088.The geoid height was determined by GEOID03.
 DH5088
 DH5088;                    North         East     Units Scale Factor Converg.
 DH5088;SPC WI S     -   197,378.600   573,586.877   MT  0.99995393   -0 13 31.6
 DH5088;SPC WI S     -   647,566.29  1,881,842.95   sFT  0.99995393   -0 13 31.6
 DH5088;UTM  15      - 4,850,491.530   715,024.001   MT  1.00016872   +1 50 57.3
 DH5088
 DH5088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5088!SPC WI S     -   0.99995835  x   0.99995393  =   0.99991229
 DH5088!UTM  15      -   0.99995835  x   1.00016872  =   1.00012707
 DH5088
 DH5088                          SUPERSEDED SURVEY CONTROL
 DH5088
 DH5088.No superseded survey control is available for this station.
 DH5088
 DH5088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ1502450492(NAD 83)
 DH5088_MARKER: DD = SURVEY DISK
 DH5088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5088_STAMPING: GLENDALE E GPS 2004
 DH5088_MARK LOGO: WIDT  
 DH5088_PROJECTION: FLUSH
 DH5088_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5088+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH5088
 DH5088  HISTORY     - Date     Condition        Report By
 DH5088  HISTORY     - 2003     MONUMENTED       WIDT
 DH5088  HISTORY     - 20051228 GOOD             WIDT
 DH5088
 DH5088                          STATION DESCRIPTION
 DH5088
 DH5088'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5088'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH5088'STATION FROM THE  JUNCTION OF STATE HIGHWAY 71 AND COUNTY HIGHWAY W
 DH5088'NORTH WITH COUNTY HIGHWAY W  SOUTH ABOUT 1 MI SOUTHEAST OF THE VILLAGE
 DH5088'OF KENDALL, GO SOUTHEAST ON STATE HIGHWAY 71  FOR 1.4 MI TO NUTMEG
 DH5088'ROAD ON THE LEFT, CONTINUE SOUTHEAST ON STATE HIGHWAY 71 FOR 0.1 MI
 DH5088'TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DH5088'DEPARTMENT OF  TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH5088'IN THE TOP OF A 41-CM DIAMETER  CONCRETE POST ABOUT 1 M BELOW THE
 DH5088'HIGHWAY PAVEMENT.  THE STATION IS 30.0 M NORTHEAST  OF THE CENTERLINE
 DH5088'OF STATE HIGHWAY 71, 9.5 M EAST OF THE NORTHEASTERN MOST OF TWO
 DH5088'YELLOW --CAUTION GAS PIPELINE-- POSTS, AND 1 M NORTH, EAST, AND
 DH5088'SOUTHWEST OF THREE  ORANGE 4X4 PLASTIC WITNESS POSTS.  ---NOTE---THIS
 DH5088'STATION HAS NO VISIBLE OBSTRUCTION  EXTENDING HIGHER THAN 15 DEGREES
 DH5088'ABOVE THE HORIZON.
 DH5088
 DH5088                          STATION RECOVERY (2005)
 DH5088
 DH5088'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5088'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4879 ***********************************************************************
 DG4879  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4879  DESIGNATION -  GLENDALE GPS
 DG4879  PID         -  DG4879
 DG4879  STATE/COUNTY-  WI/MILWAUKEE
 DG4879  USGS QUAD   -  THIENSVILLE (1976)
 DG4879
 DG4879                         *CURRENT SURVEY CONTROL
 DG4879  ___________________________________________________________________
 DG4879* NAD 83(1997)-  43 08 56.12061(N)    087 56 18.51721(W)     ADJUSTED  
 DG4879* NAVD 88     -       207.60   (meters)     681.1    (feet)  GPS OBS   
 DG4879  ___________________________________________________________________
 DG4879  X           -     167,660.386 (meters)                     COMP
 DG4879  Y           -  -4,657,763.600 (meters)                     COMP
 DG4879  Z           -   4,339,704.850 (meters)                     COMP
 DG4879  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 DG4879  ELLIP HEIGHT-         172.47  (meters)          (04/02/04) GPS OBS
 DG4879  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 DG4879
 DG4879  HORZ ORDER  -  FIRST
 DG4879  ELLP ORDER  -  FOURTH    CLASS I
 DG4879
 DG4879.The horizontal coordinates were established by GPS observations
 DG4879.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4879
 DG4879.The orthometric height was determined by GPS observations and a
 DG4879.high-resolution geoid model using precise GPS observation and
 DG4879.processing techniques.
 DG4879
 DG4879.Photographs are available for this station.
 DG4879
 DG4879.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4879
 DG4879.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4879
 DG4879.The ellipsoidal height was determined by GPS observations
 DG4879.and is referenced to NAD 83.
 DG4879
 DG4879.The geoid height was determined by GEOID03.
 DG4879
 DG4879;                    North         East     Units Scale Factor Converg.
 DG4879;SPC WI S     -   129,706.725   767,665.265   MT  0.99994220   +1 24 59.3
 DG4879;SPC WI S     -   425,546.15  2,518,581.79   sFT  0.99994220   +1 24 59.3
 DG4879;UTM  16      - 4,777,780.013   423,691.058   MT  0.99967163   -0 38 30.7
 DG4879
 DG4879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4879!SPC WI S     -   0.99997295  x   0.99994220  =   0.99991516
 DG4879!UTM  16      -   0.99997295  x   0.99967163  =   0.99964459
 DG4879
 DG4879                          SUPERSEDED SURVEY CONTROL
 DG4879
 DG4879.No superseded survey control is available for this station.
 DG4879
 DG4879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2369177780(NAD 83)
 DG4879_MARKER: DD = SURVEY DISK
 DG4879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4879_STAMPING: GLENDALE GPS 2002
 DG4879_MARK LOGO: WIDT  
 DG4879_PROJECTION: FLUSH
 DG4879_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4879_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4879+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4879
 DG4879  HISTORY     - Date     Condition        Report By
 DG4879  HISTORY     - 2001     MONUMENTED       WIDT
 DG4879
 DG4879                          STATION DESCRIPTION
 DG4879
 DG4879'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4879'THE STATION IS LOCATED ABOUT 23 KM EAST OF SUSSEX AND 17 KM
 DG4879'SOUTH-SOUTHEAST OF CEDARBURG.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 DG4879'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 DG4879'43 WITH COUNTY HIGHWAY PP (GOOD HOPE ROAD) (EXIT 80) IN THE CITY OF
 DG4879'GLENDALE, GO WEST ON COUNTY HIGHWAY PP (GOOD HOPE ROAD) FOR 1.8 KM TO
 DG4879'STATE HIGHWAY 57 (GREEN BAY ROAD) AND THE STATION ON THE RIGHT.  THE
 DG4879'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DG4879'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DG4879'CONCRETE POST TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY
 DG4879'PAVEMENT.  THE STATION IS 80.2 M NORTH OF THE CENTERLINE OF THE WEST
 DG4879'BOUND LANES OF COUNTY HIGHWAY PP (GOOD HOPE ROAD) , 24.7 M SOUTH OF
 DG4879'LIGHT POLE --72-10508  400M-CL111--, 11.2 M EAST OF THE CENTERLINE OF
 DG4879'THE SOUTHBOUND LANES OF STATE HIGHWAY 57 (GREEN BAY ROAD)  AND 5.8 M
 DG4879'WEST OF THE NORTHBOUND LANES OF THE CENTERLINE FOR STATE HIGHWAY 57
 DG4879'(GREEN BAY ROAD). ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DG4879'EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DG4879' 
 DG4879'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0402 ***********************************************************************
 OL0402  DESIGNATION -  GLENDALE RADIO STA WMIL MAST
 OL0402  PID         -  OL0402
 OL0402  STATE/COUNTY-  WI/MILWAUKEE
 OL0402  USGS QUAD   -  MILWAUKEE (1971)
 OL0402
 OL0402                         *CURRENT SURVEY CONTROL
 OL0402  ___________________________________________________________________
 OL0402* NAD 83(1991)-  43 06 41.72935(N)    087 55 09.01026(W)     ADJUSTED  
 OL0402* NAVD 88     -                                                        
 OL0402  ___________________________________________________________________
 OL0402  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 OL0402  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 OL0402
 OL0402  HORZ ORDER  -  THIRD
 OL0402
 OL0402.The horizontal coordinates were established by classical geodetic methods
 OL0402.and adjusted by the National Geodetic Survey in November 1991..
 OL0402
 OL0402
 OL0402.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0402
 OL0402.The geoid height was determined by GEOID03.
 OL0402
 OL0402;                    North         East     Units Scale Factor Converg.
 OL0402;SPC WI S     -   125,599.965   769,338.707   MT  0.99994526   +1 25 47.1
 OL0402;SPC WI S     -   412,072.55  2,524,072.07   sFT  0.99994526   +1 25 47.1
 OL0402;UTM  16      - 4,773,616.942   425,215.515   MT  0.99966880   -0 37 41.6
 OL0402
 OL0402                          SUPERSEDED SURVEY CONTROL
 OL0402
 OL0402  NAD 83(1986)-  43 06 41.71770(N)    087 55 09.02031(W) AD(       ) 4
 OL0402  NAD 27      -  43 06 41.67400(N)    087 55 08.70300(W) AD(       ) 3
 OL0402
 OL0402.Superseded values are not recommended for survey control.
 OL0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0402.See file dsdata.txt to determine how the superseded data were derived.
 OL0402
 OL0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2521673617(NAD 83)
 OL0402
 OL0402  HISTORY     - Date     Condition        Report By
 OL0402  HISTORY     - 1953     MONUMENTED       CGS
 OL0402  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OL0402  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 OL0402
 OL0402                          STATION DESCRIPTION
 OL0402
 OL0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OL0402'STATION IS THE FLASHING RED LIGHT ATOP THE WMIL RADIO STATION
 OL0402'MAST, LOCATED JUST
 OL0402'NORTH OF THE NORTH CITY LIMITS OF MILWAUKEE IN THE TOWN OF GLENDALE.
 OL0402'IT IS A SINGLE UNIFORM CROSS
 OL0402'SECTIONED SELF SUPPORTING MAST, 327 FEET HIGH AND IS
 OL0402'PAINTED IN ALTERNATE RED AND WHITE SECTIONS.
 OL0402'THE MAST IS LOCATED JUST SOUTH OF THE
 OL0402'TRANSMITTER WHICH IS AT THE INTERSECTION OF PORT WASHINGTON ROAD
 OL0402'(STATE HIGHWAY 141 AND HENRY CLAY
 OL0402'STREET).
 OL0402
 OL0402                          STATION RECOVERY (1971)
 OL0402
 OL0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JGR)
 OL0402'RECOVERED AS DESCRIBED IN 1953 DESCRIPTION.
 OL0402
 OL0402                          STATION RECOVERY (1989)
 OL0402
 OL0402'RECOVERY NOTE BY US POWER SQUADRON 1989 (JCB)
 OL0402'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5142 ***********************************************************************
 DH5142  DESIGNATION -  GLENDALE SE
 DH5142  PID         -  DH5142
 DH5142  STATE/COUNTY-  WI/MONROE
 DH5142  USGS QUAD   -  HILLSBORO (1983)
 DH5142
 DH5142                         *CURRENT SURVEY CONTROL
 DH5142  ___________________________________________________________________
 DH5142* NAD 83(1997)-  43 44 23.85954(N)    090 20 32.21902(W)     ADJUSTED  
 DH5142* NAVD 88     -                                                        
 DH5142  ___________________________________________________________________
 DH5142  X           -     -27,574.086 (meters)                     COMP
 DH5142  Y           -  -4,615,653.360 (meters)                     COMP
 DH5142  Z           -   4,387,488.135 (meters)                     COMP
 DH5142  LAPLACE CORR-          -7.13  (seconds)                    DEFLEC99
 DH5142  ELLIP HEIGHT-         326.56  (meters)          (08/01/05) GPS OBS
 DH5142  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 DH5142
 DH5142  HORZ ORDER  -  FIRST
 DH5142  ELLP ORDER  -  SECOND    CLASS I
 DH5142
 DH5142.The horizontal coordinates were established by GPS observations
 DH5142.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5142
 DH5142
 DH5142.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5142
 DH5142.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5142
 DH5142.The ellipsoidal height was determined by GPS observations
 DH5142.and is referenced to NAD 83.
 DH5142
 DH5142.The geoid height was determined by GEOID03.
 DH5142
 DH5142;                    North         East     Units Scale Factor Converg.
 DH5142;SPC WI S     -   193,351.772   572,428.616   MT  0.99994999   -0 14 06.7
 DH5142;SPC WI S     -   634,354.94  1,878,042.88   sFT  0.99994999   -0 14 06.7
 DH5142;UTM  15      - 4,846,424.552   714,012.017   MT  1.00016338   +1 50 17.5
 DH5142
 DH5142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5142!SPC WI S     -   0.99994879  x   0.99994999  =   0.99989879
 DH5142!UTM  15      -   0.99994879  x   1.00016338  =   1.00011217
 DH5142
 DH5142                          SUPERSEDED SURVEY CONTROL
 DH5142
 DH5142.No superseded survey control is available for this station.
 DH5142
 DH5142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ1401246425(NAD 83)
 DH5142_MARKER: DD = SURVEY DISK
 DH5142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5142_STAMPING: GLENDALE SE 1993
 DH5142_MARK LOGO: WI-081
 DH5142_PROJECTION: FLUSH
 DH5142_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5142+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 DH5142
 DH5142  HISTORY     - Date     Condition        Report By
 DH5142  HISTORY     - 1993     MONUMENTED       WI-081
 DH5142  HISTORY     - 20031103 GOOD             WIDT
 DH5142
 DH5142                          STATION DESCRIPTION
 DH5142
 DH5142'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5142'OWNERSHIP -- GLENDALE.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5142'STATE HIGHWAY 71  NORTH WITH STATE HIGHWAY 80 AND STATE HIGHWAY 82 AT
 DH5142'THE INTERSECTION OF ACADEMY  STREET WITH CEADER STREET IN THE CITY OF
 DH5142'ELROY, GO SOUTH ON STATE HIGHWAY 80 AND 82  (ACADEMY STREET) FOR 0.15
 DH5142'MI TO COUNTY O SOUTH (SECOND MAIN STREET), TURN RIGHT AND GO  SOUTH
 DH5142'COUNTY HIGHWAY O (SECOND MAIN STREET) FOR 0.2 MI TO WHERE COUNTY
 DH5142'HIGHWAY O  TURNS RIGHT (ELEROY STREET), TURN RIGHT(COUNTY HIGHWAY O
 DH5142'TURNS TO COUNTY HIGHWAY WW  AT COUNTY LINE) AND GO WEST ON COUNTY
 DH5142'HIGHWAY O (ELORY STREET) FOR 2.8 MI TO OXBOW  AVENUE ON THE RIGHT,
 DH5142'TURN RIGHT AND GO WEST ON OXBOW AVENUE FOR 1.0 MI TO OYSTER ROAD  ON
 DH5142'THE RIGHT, TURN RIGHT AND GO NORTH ON OYSTER ROAD FOR 0.1 MI TO THE
 DH5142'STATION ON THE  RIGHT.  THE STATION IS 5.6 M EAST OF THE CENTERLINE OF
 DH5142'OYSTER ROAD, 1.2 M NORTH OF A WOOD  FENCE POST, 1 M WEST OF A
 DH5142'CULTIVATED FIELD, AND 0.9M WEST OF A WHITE PLASTIC WITNESS POST.
 DH5142'---NOTE--- THE STATION HAS NO OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DH5142'DEGREES ABOVE THE  HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7625 ***********************************************************************
 DE7625  DESIGNATION -  GLENMORE N GPS
 DE7625  PID         -  DE7625
 DE7625  STATE/COUNTY-  WI/BROWN
 DE7625  USGS QUAD   -  BELLEVUE (1992)
 DE7625
 DE7625                         *CURRENT SURVEY CONTROL
 DE7625  ___________________________________________________________________
 DE7625* NAD 83(1997)-  44 24 53.59163(N)    087 54 20.14968(W)     ADJUSTED  
 DE7625* NAVD 88     -       249.022  (meters)     817.00   (feet)  ADJUSTED  
 DE7625  ___________________________________________________________________
 DE7625  X           -     166,777.494 (meters)                     COMP
 DE7625  Y           -  -4,560,435.905 (meters)                     COMP
 DE7625  Z           -   4,441,286.432 (meters)                     COMP
 DE7625  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 DE7625  ELLIP HEIGHT-         212.93  (meters)          (06/11/03) GPS OBS
 DE7625  GEOID HEIGHT-         -36.09  (meters)                     GEOID03
 DE7625  DYNAMIC HT  -         248.988 (meters)     816.89  (feet)  COMP
 DE7625  MODELED GRAV-     980,474.6   (mgal)                       NAVD 88
 DE7625
 DE7625  HORZ ORDER  -  FIRST
 DE7625  VERT ORDER  -  SECOND    CLASS I
 DE7625  ELLP ORDER  -  THIRD     CLASS I
 DE7625
 DE7625.The horizontal coordinates were established by GPS observations
 DE7625.and adjusted by the National Geodetic Survey in June 2003..
 DE7625
 DE7625.The orthometric height was determined by differential leveling
 DE7625.and adjusted by the National Geodetic Survey in May 2003..
 DE7625
 DE7625.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7625
 DE7625.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7625
 DE7625.The ellipsoidal height was determined by GPS observations
 DE7625.and is referenced to NAD 83.
 DE7625
 DE7625.The geoid height was determined by GEOID03.
 DE7625
 DE7625.The dynamic height is computed by dividing the NAVD 88
 DE7625.geopotential number by the normal gravity value computed on the
 DE7625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7625.degrees latitude (g = 980.6199 gals.).
 DE7625
 DE7625.The modeled gravity was interpolated from observed gravity values.
 DE7625
 DE7625;                    North         East     Units Scale Factor Converg.
 DE7625;SPC WI C     -    66,772.034   766,786.071   MT  0.99997291   +1 28 39.9
 DE7625;SPC WI C     -   219,067.91  2,515,697.30   sFT  0.99997291   +1 28 39.9
 DE7625;UTM  16      - 4,918,353.831   427,902.342   MT  0.99966392   -0 38 01.7
 DE7625
 DE7625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7625!SPC WI C     -   0.99996661  x   0.99997291  =   0.99993953
 DE7625!UTM  16      -   0.99996661  x   0.99966392  =   0.99963055
 DE7625
 DE7625                          SUPERSEDED SURVEY CONTROL
 DE7625
 DE7625  NAVD 88 (06/11/03)  249.02   (m)          817.0    (f) LEVELING    3  
 DE7625
 DE7625.Superseded values are not recommended for survey control.
 DE7625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7625.See file dsdata.txt to determine how the superseded data were derived.
 DE7625
 DE7625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2790218354(NAD 83)
 DE7625_MARKER: DD = SURVEY DISK
 DE7625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7625_STAMPING: GLENMORE N GPS 2001
 DE7625_MARK LOGO: WIDT  
 DE7625_PROJECTION: FLUSH
 DE7625_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7625+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 DE7625
 DE7625  HISTORY     - Date     Condition        Report By
 DE7625  HISTORY     - 2000     MONUMENTED       WIDT
 DE7625  HISTORY     - 20030607 GOOD             USPSQD
 DE7625  HISTORY     - 20050725 GOOD             WIDT
 DE7625
 DE7625                          STATION DESCRIPTION
 DE7625
 DE7625'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7625'THE STATION IS LOCATED ABOUT 33 KM NORTHEAST OF KAUKAUNA AND 15 KM
 DE7625'SOUTHEAST OF GREEN BAY. OWNERSHIP--TOWN OF GLENMORE. TO REACH THE
 DE7625'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 43 WITH US HIGHWAY
 DE7625'141 WITH COUNTY HIGHWAY MM(DUTCHMEN ROAD), GO SOUTH ON COUNTY HIGHWAY
 DE7625'MM (DUTCHMEN ROAD) FOR 1.3 KM TO ELMVIEW ROAD, GO STRAIGHT AND
 DE7625'CONTINUE SOUTH ON ELMVIEW ROAD FOR 0.8 KM TO PINE GROVE ROAD, TURN
 DE7625'LEFT AND GO EAST ON PINE GROVE ROAD FOR 0.8 KM TO GLENVIEW ROAD ON
 DE7625'THE RIGHT, CONTINUE EAST ON PINEGROVE ROAD FOR 0.2 KM TO THE STATION
 DE7625'ON THE RIGHT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7625'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7625'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 0.5
 DE7625'M BELOW THE ROAD PAVEMENT. THE STATION IS 8.3 M NORTH OF THE
 DE7625'CENTERLINE OF PINE GROVE ROAD, 44.3 M WEST OF A 24 IN DIAMETER
 DE7625'CORRUGATED METAL PIPE, 42.2 M SOUTHEAST OF POWER POLE --2321-36L2--,
 DE7625'0.4 M SOUTH OF A CULTIVATED FIELD AND 0.3 M NORTH OF A WHITE PLASTIC
 DE7625'WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DE7625'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7625
 DE7625                          STATION RECOVERY (2003)
 DE7625
 DE7625'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7625'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1 METER WEST, EAST,
 DE7625'AND SOUTH OF THREE ORANGE PLASTIC GUARD POSTS AND FLUSH WITH THE
 DE7625'FROUND.  NOTE-- IT IS 0.4 M NORTH OF THE CULTIVATED FIELD.
 DE7625
 DE7625                          STATION RECOVERY (2005)
 DE7625
 DE7625'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7625'RECOVERED IN GOOD CONDITION.  NOTE-- THE WHITE PLASTIC WITNESS POST IS
 DE7625'NO LONGER PRESENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF6063 ***********************************************************************
 DF6063  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6063  DESIGNATION -  GLENMORE S GPS
 DF6063  PID         -  DF6063
 DF6063  STATE/COUNTY-  WI/BROWN
 DF6063  USGS QUAD   -  MORRISON (1992)
 DF6063
 DF6063                         *CURRENT SURVEY CONTROL
 DF6063  ___________________________________________________________________
 DF6063* NAD 83(1997)-  44 20 30.38510(N)    087 56 53.82539(W)     ADJUSTED  
 DF6063* NAVD 88     -       289.82   (meters)     950.9    (feet)  GPS OBS   
 DF6063  ___________________________________________________________________
 DF6063  X           -     163,584.216 (meters)                     COMP
 DF6063  Y           -  -4,566,266.705 (meters)                     COMP
 DF6063  Z           -   4,435,508.063 (meters)                     COMP
 DF6063  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 DF6063  ELLIP HEIGHT-         253.78  (meters)          (06/11/03) GPS OBS
 DF6063  GEOID HEIGHT-         -36.06  (meters)                     GEOID03
 DF6063
 DF6063  HORZ ORDER  -  FIRST
 DF6063  ELLP ORDER  -  THIRD     CLASS I
 DF6063
 DF6063.The horizontal coordinates were established by GPS observations
 DF6063.and adjusted by the National Geodetic Survey in June 2003..
 DF6063
 DF6063.The orthometric height was determined by GPS observations and a
 DF6063.high-resolution geoid model using precise GPS observation and
 DF6063.processing techniques.
 DF6063
 DF6063.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6063
 DF6063.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6063
 DF6063.The ellipsoidal height was determined by GPS observations
 DF6063.and is referenced to NAD 83.
 DF6063
 DF6063.The geoid height was determined by GEOID03.
 DF6063
 DF6063;                    North         East     Units Scale Factor Converg.
 DF6063;SPC WI C     -    58,563.739   763,592.644   MT  0.99998391   +1 26 51.5
 DF6063;SPC WI C     -   192,137.87  2,505,220.20   sFT  0.99998391   +1 26 51.5
 DF6063;UTM  16      - 4,910,271.256   424,409.810   MT  0.99967027   -0 39 46.2
 DF6063
 DF6063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6063!SPC WI C     -   0.99996021  x   0.99998391  =   0.99994412
 DF6063!UTM  16      -   0.99996021  x   0.99967027  =   0.99963049
 DF6063
 DF6063                          SUPERSEDED SURVEY CONTROL
 DF6063
 DF6063.No superseded survey control is available for this station.
 DF6063
 DF6063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2441010271(NAD 83)
 DF6063_MARKER: DD = SURVEY DISK
 DF6063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6063_STAMPING: GLENMORE S GPS 2001
 DF6063_MARK LOGO: WIDT  
 DF6063_PROJECTION: FLUSH
 DF6063_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6063+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 DF6063
 DF6063  HISTORY     - Date     Condition        Report By
 DF6063  HISTORY     - 2000     MONUMENTED       WIDT
 DF6063  HISTORY     - 20030625 GOOD             USPSQD
 DF6063  HISTORY     - 20040725 GOOD             USPSQD
 DF6063  HISTORY     - 20050725 GOOD             WIDT
 DF6063
 DF6063                          STATION DESCRIPTION
 DF6063
 DF6063'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DF6063'THE STATION IS LOCATED ABOUT 20 KM SOUTH OF GREEN BAY AND 10 KM WEST
 DF6063'OF DENMARK.
 DF6063'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF6063'STATION FROM THE
 DF6063'JUNCTION OF STATE HIGHWAY 32 AND STATE HIGHWAY 57 WITH STATE HIGHWAY
 DF6063'96 IN THE
 DF6063'COMMUNITY OF GREENLEAF, GO EAST ON STATE HIGHWAY 96 FOR 11.8 KM TO
 DF6063'COUNTY HIGHWAY G
 DF6063'AND LARK ROAD (AHEAD), TURN LEFT AND GO NORTH ON STATE HIGHWAY 96 AND
 DF6063'COUNTY HIGHWAY
 DF6063'G (DICKINSON ROAD) FOR 1.6 KM TO COOPERSTOWN ROAD, CONTINUE NORTH ON
 DF6063'STATE HIGHWAY 96
 DF6063'AND COUNTY HIGHWAY G (DICKENSON ROAD) FOR 1.6 KM TO THE STATION ON THE
 DF6063'LEFT.  THE
 DF6063'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DF6063'SURVEY CONTROL
 DF6063'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A
 DF6063'DEPTH OF 2.4 M AND
 DF6063'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 14.0 M WEST OF
 DF6063'THE CENTERLINE OF
 DF6063'THE STATE HIGHWAY 96 AND COUNTY HIGHWAY G (DICKENSON ROAD) , 69 M
 DF6063'SOUTH OF THE
 DF6063'CENTERLINE OF SCHOOL ROAD, 43.5 M NORTH OF A WOOD POST FOR A --ADOPT A
 DF6063'HIGHWAY-- SIGN,
 DF6063'31.2 M WEST OF A POWER POLE --2221 34W7--, 1 M EAST OF A CULTIVATED
 DF6063'FIELD, 0.6 M EAST OF A
 DF6063'WHITE PLASTIC WITNESS POST, 1.0 M WEST, 1.0 M SOUTH, AND 1.0 M NORTH
 DF6063'OF THREE 4X4 ORANGE
 DF6063'PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE
 DF6063'OBSTRUCTIONS EXTENDING
 DF6063'HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR A RADIO TOWER AT
 DF6063'44 DEGREES
 DF6063'EXTENDING TO 28 DEGREES ABOVE THE HORIZON.
 DF6063' 
 DF6063' 
 DF6063' 
 DF6063' 
 DF6063'
 DF6063
 DF6063                          STATION RECOVERY (2003)
 DF6063
 DF6063'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6063'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS LOCATED IN THE
 DF6063'CENTER OF A TRIANGLE FORMED BY THREE ORANGE PLASTIC GUARD POSTS.
 DF6063
 DF6063                          STATION RECOVERY (2004)
 DF6063
 DF6063'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 DF6063'RECOVERED IN GOOD CONDITION.
 DF6063
 DF6063                          STATION RECOVERY (2005)
 DF6063
 DF6063'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DF6063'RECOVERED IN GOOD CONDITION.  NOTE-- THE WHITE PLASTIC WITNESS POST IS
 DF6063'NO LONGER PRESENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0687 ***********************************************************************
 RM0687  DESIGNATION -  GLIDDEN
 RM0687  PID         -  RM0687
 RM0687  STATE/COUNTY-  WI/ASHLAND
 RM0687  USGS QUAD   -  GLIDDEN (1984)
 RM0687
 RM0687                         *CURRENT SURVEY CONTROL
 RM0687  ___________________________________________________________________
 RM0687* NAD 83(1991)-  46 08 04.36308(N)    090 33 54.41536(W)     ADJUSTED  
 RM0687* NAVD 88     -       489.     (meters)    1604.     (feet)  SCALED    
 RM0687  ___________________________________________________________________
 RM0687  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 RM0687  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 RM0687
 RM0687  HORZ ORDER  -  SECOND
 RM0687
 RM0687.The horizontal coordinates were established by classical geodetic methods
 RM0687.and adjusted by the National Geodetic Survey in November 1991..
 RM0687
 RM0687.The orthometric height was scaled from a topographic map.
 RM0687
 RM0687.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0687
 RM0687.The geoid height was determined by GEOID03.
 RM0687
 RM0687;                    North         East     Units Scale Factor Converg.
 RM0687;SPC WI N     -   107,729.461   556,333.272   MT  0.99994551   -0 24 27.6
 RM0687;SPC WI N     -   353,442.41  1,825,236.74   sFT  0.99994551   -0 24 27.6
 RM0687;UTM  15      - 5,111,878.692   688,079.075   MT  1.00003487   +1 45 21.6
 RM0687
 RM0687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0687!SPC WI N     -   0.99992813  x   0.99994551  =   0.99987365
 RM0687!UTM  15      -   0.99992813  x   1.00003487  =   0.99996300
 RM0687
 RM0687|---------------------------------------------------------------------|
 RM0687| PID    Reference Object                     Distance      Geod. Az  |
 RM0687|                                                           dddmmss.s |
 RM0687| CJ2557 GLIDDEN RM 1                         27.818 METERS 07530     |
 RM0687| CJ2556 GLIDDEN AZ MK                                      1770046.4 |
 RM0687| RM0686 GLIDDEN LOT                          27.044 METERS 27240     |
 RM0687| RM0689 GLIDDEN CH MOST PRECIOUS BLOOD      APPROX. 0.8 KM 3024317.6 |
 RM0687| RM0688 GLIDDEN MUNICIPAL TANK              APPROX. 0.8 KM 3052825.7 |
 RM0687|---------------------------------------------------------------------|
 RM0687
 RM0687                          SUPERSEDED SURVEY CONTROL
 RM0687
 RM0687  NAD 83(1986)-  46 08 04.35740(N)    090 33 54.41004(W) AD(       ) 2
 RM0687  NAD 27      -  46 08 04.52300(N)    090 33 53.78100(W) AD(       ) 2
 RM0687
 RM0687.Superseded values are not recommended for survey control.
 RM0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0687.See file dsdata.txt to determine how the superseded data were derived.
 RM0687
 RM0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM8807911879(NAD 83)
 RM0687_MARKER: DS = TRIANGULATION STATION DISK
 RM0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0687_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0687+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2003
 RM0687
 RM0687  HISTORY     - Date     Condition        Report By
 RM0687  HISTORY     - 1952     MONUMENTED       CGS
 RM0687  HISTORY     - 19960527 GOOD             USPSQD
 RM0687  HISTORY     - 20030905 GOOD             USPSQD
 RM0687
 RM0687                          STATION DESCRIPTION
 RM0687
 RM0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 RM0687'THE STATION IS LOCATED IN THE SOUTHEAST EDGE OF GLIDDEN AT THE
 RM0687'SITE OF THE GLIDDEN LOOKOUT TOWER.
 RM0687'
 RM0687'TO REACH THE STATION FROM THE RAILROAD STATION IN GLIDDEN, GO
 RM0687'SOUTH ON BLACK TOP ROAD FOR 0.55 MILES TO A DRIVEWAY JUST SOUTH
 RM0687'OF A BUNGALOW TYPE HOUSE ON LEFT, TURN LEFT INTO DRIVEWAY PASSING
 RM0687'ON SOUTH SIDE OF HOUSE FOR ABOUT 100 YARDS TO A WIRE GATE
 RM0687'JUST NORTH OF AN OLD BARN.  FROM HERE PACK NORTHEAST, UPHILL, 0.2
 RM0687'MILE TO LOOKOUT TOWER AND STATION SITE.
 RM0687'
 RM0687'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RM0687'POST PROJECTING 4 INCHES.  IT IS 10.5 FEET SOUTH OF AN EAST-WEST
 RM0687'FENCE LINE, 4 FEET NORTH OF A WITNESS POST AND IS STAMPED
 RM0687'GLIDDEN 1952.
 RM0687'
 RM0687'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN OUTCROPPING
 RM0687'BEDROCK.  IT IS 7 FEET SOUTH OF AN EAST-WEST FENCE LINE AND IS
 RM0687'STAMPED GLIDDEN NO 1 1952.
 RM0687'
 RM0687'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RM0687'POST PROJECTING 3 INCHES.  IT IS 65.8 FEET EAST OF THE EAST
 RM0687'RAIL OF THE RAILROAD TRACKS, 51 FEET SOUTHEAST OF RAILROAD
 RM0687'MILEPOST 391 AND A TELEPHONE POLE, 37 FEET SOUTH OF TELEPHONE
 RM0687'POLE NO. 8217, 37 FEET WEST OF THE CENTERLINE OF A GRAVEL ROAD
 RM0687'AND 4 FEET NORTH OF A WITNESS POST.  IT IS STAMPED GLIDDEN
 RM0687'1952.
 RM0687'
 RM0687'GLIDDEN TOWER D (USGS) IS A STANDARD U.S. GEOLOGICAL SURVEY
 RM0687'BENCH MARK SET IN A SQUARE CONCRETE POST PROJECTING 8 INCHES.
 RM0687'IT IS LOCATED IN THE CENTER OF THE BASE OF THE GLIDDEN LOOKOUT
 RM0687'TOWER, AND IS STAMPED GLIDDEN TOWER D 1934.
 RM0687'
 RM0687'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST 0.2
 RM0687'TO WIRE GATE, THEN 100 YARDS WEST TO MAIN ROAD, TURN SOUTH ON
 RM0687'MAIN ROAD AND GO 0.2 MILE TO MARK ON RIGHT AS DESCRIBED.
 RM0687'
 RM0687'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 RM0687
 RM0687                          STATION RECOVERY (1996)
 RM0687
 RM0687'RECOVERY NOTE BY US POWER SQUADRON 1996
 RM0687'RECOVERED IN GOOD CONDITION.
 RM0687
 RM0687                          STATION RECOVERY (2003)
 RM0687
 RM0687'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0687'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION. THE
 RM0687'STATION IS IN THE SOUTHWEST CORNER OF A SMALL CLEARING, 71 FEET EAST
 RM0687'OF THE CENTER OF THE LOOKOUT TOWER, AND 3 FEET NORTH OF A 20 INCH HIGH
 RM0687'3X4 INCH ROTTING UNSIGNED WOOD POST.
 RM0687'REFERENCE MARK 1 IS DOWN THE HILL 84 FEET EAST-NORTHEAST OF THE
 RM0687'STATION.  THE BARBED WIRE FENCE IS MOSTLY GONE, BUT A SHORT SECTION OF
 RM0687'FENCE REMAINS NORTH OF RM 1.
 RM0687'GLIDDEN TOWER D WAS FOUND IN GOOD CONDITION UNDER THE LOOKOUT TOWER.
 RM0687'TO REACH THE STATION FROM HIGHWAY 13, GO EAST 0.2 MILE ON COUNTY ROAD
 RM0687'N (GRANT STREET) TO FIRST STREET.  TURN RIGHT (SOUTH) ON FIRST STREET
 RM0687'FOR 0.4 MILE TO MILL ROAD.  TURN LEFT (EAST) ON MILL ROAD AND GO 0.1
 RM0687'MILE TO A NARROW ATV TRAIL UP THE HILL TO THE LOOKOUT TOWER.  THE
 RM0687'TRAIL IS ACROSS MILL ROAD FROM THE WEST END OF A TWO-DOOR GREEN METAL
 RM0687'GARAGE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0689 ***********************************************************************
 RM0689  DESIGNATION -  GLIDDEN CH MOST PRECIOUS BLOOD
 RM0689  PID         -  RM0689
 RM0689  STATE/COUNTY-  WI/ASHLAND
 RM0689  USGS QUAD   -  GLIDDEN (1984)
 RM0689
 RM0689                         *CURRENT SURVEY CONTROL
 RM0689  ___________________________________________________________________
 RM0689* NAD 83(1991)-  46 08 18.92623(N)    090 34 27.02330(W)     ADJUSTED  
 RM0689* NAVD 88     -                                                        
 RM0689  ___________________________________________________________________
 RM0689  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 RM0689  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 RM0689
 RM0689  HORZ ORDER  -  THIRD
 RM0689
 RM0689.The horizontal coordinates were established by classical geodetic methods
 RM0689.and adjusted by the National Geodetic Survey in November 1991..
 RM0689
 RM0689
 RM0689.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0689
 RM0689.The geoid height was determined by GEOID03.
 RM0689
 RM0689;                    North         East     Units Scale Factor Converg.
 RM0689;SPC WI N     -   108,184.097   555,636.637   MT  0.99994547   -0 24 51.1
 RM0689;SPC WI N     -   354,933.99  1,822,951.20   sFT  0.99994547   -0 24 51.1
 RM0689;UTM  15      - 5,112,306.741   687,365.710   MT  1.00003157   +1 44 58.5
 RM0689
 RM0689                          SUPERSEDED SURVEY CONTROL
 RM0689
 RM0689  NAD 83(1986)-  46 08 18.92085(N)    090 34 27.01813(W) AD(       ) 4
 RM0689  NAD 27      -  46 08 19.08400(N)    090 34 26.38300(W) AD(       ) 3
 RM0689
 RM0689.Superseded values are not recommended for survey control.
 RM0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0689.See file dsdata.txt to determine how the superseded data were derived.
 RM0689
 RM0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM8736612307(NAD 83)
 RM0689_MARKER: 90 = CHURCH SPIRE
 RM0689
 RM0689  HISTORY     - Date     Condition        Report By
 RM0689  HISTORY     - 1952     FIRST OBSERVED   CGS
 RM0689  HISTORY     - 20030905 MARK NOT FOUND   USPSQD
 RM0689
 RM0689                          STATION DESCRIPTION
 RM0689
 RM0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 RM0689'THE CHURCH IS LOCATED NEAR THE EAST END OF MAIN STREET IN
 RM0689'THE NORTHEAST SECTION OF THE VILLAGE OF GLIDDEN.  THE SPIRE
 RM0689'IS ATOP A RED BRICK TOWER FORMING THE FRONT OF THE CHURCH.
 RM0689'THE SPIRE IS APPROXIMATELY 85 FEET HIGH WITH A GOLD CROSS ON
 RM0689'THE TOP.  THE CHURCH WAS ERECTED IN 1903.
 RM0689
 RM0689                          STATION RECOVERY (2003)
 RM0689
 RM0689'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0689'NOT FOUND.  ACCORDING TO A RESIDENT, THE CHURCH WAS TORN DOWN IN THE
 RM0689'MID-1990S.  A NEW CHURCH WAS BUILT NORTHEAST OF THE ORIGINAL CHURCH.
 RM0689'THE LOCATION IS  EAST OF HIGHWAY 13 ON GRANT STREET AT THE TOP OF A
 RM0689'HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0893 ***********************************************************************
 RM0893  CBN         -  This is a Cooperative Base Network Control Station.
 RM0893  DESIGNATION -  GLIDDEN GPS
 RM0893  PID         -  RM0893
 RM0893  STATE/COUNTY-  WI/ASHLAND
 RM0893  USGS QUAD   -  PEEKSVILLE (1984)
 RM0893
 RM0893                         *CURRENT SURVEY CONTROL
 RM0893  ___________________________________________________________________
 RM0893* NAD 83(1997)-  46 07 27.88737(N)    090 33 41.52778(W)     ADJUSTED  
 RM0893* NAVD 88     -       468.6    (meters)    1537.     (feet)  GPS OBS   
 RM0893  ___________________________________________________________________
 RM0893  X           -     -43,403.078 (meters)                     COMP
 RM0893  Y           -  -4,428,453.005 (meters)                     COMP
 RM0893  Z           -   4,575,158.854 (meters)                     COMP
 RM0893  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 RM0893  ELLIP HEIGHT-         438.10  (meters)          (04/28/99) GPS OBS
 RM0893  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 RM0893
 RM0893  HORZ ORDER  -  A
 RM0893  ELLP ORDER  -  THIRD     CLASS I
 RM0893
 RM0893.The horizontal coordinates were established by GPS observations
 RM0893.and adjusted by the National Geodetic Survey in April 1999..
 RM0893
 RM0893.The orthometric height was determined by GPS observations and a
 RM0893.high-resolution geoid model.
 RM0893
 RM0893.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RM0893
 RM0893.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0893
 RM0893.The ellipsoidal height was determined by GPS observations
 RM0893.and is referenced to NAD 83.
 RM0893
 RM0893.The geoid height was determined by GEOID03.
 RM0893
 RM0893;                    North         East     Units Scale Factor Converg.
 RM0893;SPC WI N     -   106,601.362   556,601.925   MT  0.99994563   -0 24 18.3
 RM0893;SPC WI N     -   349,741.30  1,826,118.15   sFT  0.99994563   -0 24 18.3
 RM0893;UTM  15      - 5,110,761.439   688,390.152   MT  1.00003631   +1 45 29.8
 RM0893
 RM0893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0893!SPC WI N     -   0.99993133  x   0.99994563  =   0.99987696
 RM0893!UTM  15      -   0.99993133  x   1.00003631  =   0.99996763
 RM0893
 RM0893                          SUPERSEDED SURVEY CONTROL
 RM0893
 RM0893  NAD 83(1991)-  46 07 27.88691(N)    090 33 41.52679(W) AD(       ) B
 RM0893  ELLIP H (06/11/91)  438.13   (m)                       GP(       ) 4 1
 RM0893  NGVD 29 (06/11/91)  468.5    (m)         1537.     (f) GPS OBS        
 RM0893
 RM0893.Superseded values are not recommended for survey control.
 RM0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0893.See file dsdata.txt to determine how the superseded data were derived.
 RM0893
 RM0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM8839010761(NAD 83)
 RM0893_MARKER: DH = HORIZONTAL CONTROL DISK
 RM0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0893_SP_SET: CONCRETE POST
 RM0893_STAMPING: GLIDDEN GPS 1989
 RM0893_MARK LOGO: NGS   
 RM0893_PROJECTION: FLUSH
 RM0893_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 RM0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0893+STABILITY: SURFACE MOTION
 RM0893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0893+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2003
 RM0893
 RM0893  HISTORY     - Date     Condition        Report By
 RM0893  HISTORY     - 1989     MONUMENTED       WIHD
 RM0893  HISTORY     - 19900718 GOOD
 RM0893  HISTORY     - 19970712 GOOD             WOOLPT
 RM0893  HISTORY     - 19970811 GOOD             WIHD
 RM0893  HISTORY     - 20030905 GOOD             USPSQD
 RM0893
 RM0893                          STATION DESCRIPTION
 RM0893
 RM0893'DESCRIBED BY WI HIGHWAY DEPT 1989
 RM0893'THE STATION IS LOCATED ABOUT 1.77 KM (1.10 MI) SOUTH OF GLIDDEN, 14.32
 RM0893'KM (8.90 MI) NORTH OF BUTTERNUT, 45.71 KM (28.40 MI) SOUTHWEST OF
 RM0893'HURLEY, STATION IS LOCATED AT THE GLIDDEN AIRPORT.  OWNERSHIP.--STATE
 RM0893'HIGHWAY R.O.W.
 RM0893'TO REACH FROM THE POST OFFICE IN GLIDDEN, LOCATED ON GRANT STREET
 RM0893'(COUNTY ROAD N) GO WEST FOR 0.80 KM (0.50 MI) ON GRANT STREET TO ITS
 RM0893'INTERSECTION WITH STATE ROUTE 13 (EAST BROADWAY).  TURN LEFT AND GO
 RM0893'SOUTH FOR 1.77 KM (1.10 MI) ON STATE ROUTE 13 TO THE STATION ON THE
 RM0893'RIGHT.
 RM0893'STATION IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED -- GLIDDEN
 RM0893'GPS 1989-- SET INTO THE TOP OF A 40 CM DIAMETER CONCRETE MONUMENT SET
 RM0893'FLUSH WITH THE GROUND.  LOCATED IN THE NORTHEAST FENCE LINE AND THE
 RM0893'SOUTHWEST R.O.W. OF STATE HIGHWAY 13, 1.65 M (5.4 FT) NORTHEAST FROM
 RM0893'THE HIGHWAY 13 R.O.W FENCE, 22.56 M (74.0 FT) SOUTHWEST FROM THE
 RM0893'CENTER LINE OF STATE HIGHWAY 13, 0.67 M (2.2 FT) NORTHEAST FROM A
 RM0893'CARSONITE WITNESS POST, 160 M (524.9 FT) SOUTHEAST FROM THE NORTH END
 RM0893'OF THE GRASSY LANDING STRIP.
 RM0893
 RM0893                          STATION RECOVERY (1990)
 RM0893
 RM0893'RECOVERED 1990
 RM0893'RECOVERED IN GOOD CONDITION.
 RM0893
 RM0893                          STATION RECOVERY (1997)
 RM0893
 RM0893'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1997 (ARL)
 RM0893'RECOVERED AS DESCRIBED.
 RM0893
 RM0893                          STATION RECOVERY (1997)
 RM0893
 RM0893'RECOVERY NOTE BY WI HIGHWAY DEPT 1997 (CSM)
 RM0893'THE STATION IS LOCATED ABOUT 56.3 KM (35.00 MI) SOUTH-SOUTHEAST OF
 RM0893'ASHLAND, 12.87 KM (8.00 MI) NORTH OF BUTTERNUT, AND 1.61 KM (1.00 MI)
 RM0893'SOUTH OF GLIDDEN ON THE STATE HIGHWAY 13 HIGHWAY RIGHT-OF-WAY, NEAR
 RM0893'THE FORMER GLIDDEN AIRPORT WHICH IS NOW A LUMBER MANUFACTURING
 RM0893'OPERATION.  OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO
 RM0893'REACH THE STATION FROM THE JUNCTION OF HIGHWAY 13 (EAST BROADWAY) AND
 RM0893'COUNTY HIGHWAY N (EAST GRANT STREET) IN GLIDDEN, GO SOUTHEAST 0.97 KM
 RM0893'(0.60 MI) ON HIGHWAY 13 TO THE BRIDGE OVER THE EAST FORK CHIPPEWA
 RM0893'RIVER, CONTINUE SOUTHEAST 0.48 KM (0.30 MI) ON HIGHWAY 13 TO THE
 RM0893'STATION ON THE RIGHT.  THE STATION IS A BRONZE NGS HORIZONTAL CONTROL
 RM0893'MARK DISK SET IN THE TOP OF A 40-CM (16-INCH) DIAMETER, 6-FOOT-DEEP
 RM0893'CONCRETE POST SET FLUSH WITH THE GROUND.  THE STATION IS 22.4 M (73.5
 RM0893'FT) SOUTHWEST OF THE CENTERLINE OF HIGHWAY 13, 41.8 M (137.1 FT) NORTH
 RM0893'OF THE NORTHEAST CORNER OF A BROWN AND CREAM COLORED STEEL BUILDING,
 RM0893'128 M (419.9 FT) SOUTHEAST OF THE SOUTHEAST END OF A 46-CM (18-INCH)
 RM0893'DIAMETER CORRIGATED METAL CULVERT PIPE UNDER A DRIVEWAY TO A LOG
 RM0893'STORAGE YARD, 1.6 M (5.2 FT) NORTHEAST OF A LINE OF STEEL FENCE POSTS,
 RM0893'0.91 M (2.99 FT) NORTHEAST OF AN ORANGE FIBERGLASS WITNESS POST, 1.00
 RM0893'M (3.28 FT) NORTHEAST OF A YELLOW STEEL POST WITH A WHITE SURVEY
 RM0893'WITNESS SIGN, 1.01 M (3.31 FT) NORTHEAST OF A WHITE PLASTIC WITNESS
 RM0893'POST, 0.67 M (2.20 FT) NORTH OF A WHITE PLASTIC WITNESS POST, AND 0.68
 RM0893'M (2.23 FT) EAST OF A WHITE PLASTIC WITNESS POST.
 RM0893
 RM0893                          STATION RECOVERY (2003)
 RM0893
 RM0893'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0893'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 39 FEET NORTH OF
 RM0893'THE NORTHERNMOST SIGN POST FOR --WOODLAND FOREST PRODUCTS, INC.-- AND
 RM0893'1.6 FEET WEST OF A 4X4 INCH ORANGE PLASTIC GUARD POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0686 ***********************************************************************
 RM0686  DESIGNATION -  GLIDDEN LOT
 RM0686  PID         -  RM0686
 RM0686  STATE/COUNTY-  WI/ASHLAND
 RM0686  USGS QUAD   -  GLIDDEN (1984)
 RM0686
 RM0686                         *CURRENT SURVEY CONTROL
 RM0686  ___________________________________________________________________
 RM0686* NAD 83(1991)-  46 08 04.40394(N)    090 33 55.67388(W)     ADJUSTED  
 RM0686* NAVD 88     -       489.     (meters)    1604.     (feet)  SCALED    
 RM0686  ___________________________________________________________________
 RM0686  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 RM0686  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 RM0686
 RM0686  HORZ ORDER  -  THIRD
 RM0686
 RM0686.The horizontal coordinates were established by classical geodetic methods
 RM0686.and adjusted by the National Geodetic Survey in November 1991..
 RM0686
 RM0686.The orthometric height was scaled from a topographic map.
 RM0686
 RM0686.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0686
 RM0686.The geoid height was determined by GEOID03.
 RM0686
 RM0686;                    North         East     Units Scale Factor Converg.
 RM0686;SPC WI N     -   107,730.914   556,306.268   MT  0.99994551   -0 24 28.5
 RM0686;SPC WI N     -   353,447.17  1,825,148.15   sFT  0.99994551   -0 24 28.5
 RM0686;UTM  15      - 5,111,879.125   688,052.034   MT  1.00003474   +1 45 20.7
 RM0686
 RM0686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0686!SPC WI N     -   0.99992813  x   0.99994551  =   0.99987365
 RM0686!UTM  15      -   0.99992813  x   1.00003474  =   0.99996287
 RM0686
 RM0686                          SUPERSEDED SURVEY CONTROL
 RM0686
 RM0686  NAD 83(1986)-  46 08 04.39826(N)    090 33 55.66856(W) AD(       ) 4
 RM0686  NAD 27      -  46 08 04.56400(N)    090 33 55.04000(W) AD(       ) 3
 RM0686
 RM0686.Superseded values are not recommended for survey control.
 RM0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0686.See file dsdata.txt to determine how the superseded data were derived.
 RM0686
 RM0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM8805211879(NAD 83)
 RM0686_MARKER: DD = SURVEY DISK
 RM0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0686_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RM0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0686+STABILITY: SURFACE MOTION
 RM0686_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0686+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2003
 RM0686
 RM0686  HISTORY     - Date     Condition        Report By
 RM0686  HISTORY     - 1952     MONUMENTED       USGS
 RM0686  HISTORY     - 20030905 GOOD             USPSQD
 RM0686
 RM0686                          STATION DESCRIPTION
 RM0686
 RM0686'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (LFW)
 RM0686'THE MARK IS LOCATED IN THE SOUTHEAST EDGE OF GLIDDEN, IN THE
 RM0686'CENTER OF THE BASE OF THE GLIDDEN LOOKOUT TOWER.
 RM0686'
 RM0686'IT IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK SET IN A
 RM0686'SQUARE CONCRETE POST PROJECTING 8 INCHES.  IT IS STAMPED
 RM0686'GLIDDEN TOWER D 1934.
 RM0686'
 RM0686'A TRAVERSE CONNECTION WAS MADE BY BOTH DISTANCE AND DIRECTION
 RM0686'FROM TRIANGULATION STATION GLIDDEN, THE DISTANCE BEING 88.72
 RM0686'FEET (27.044 METERS).
 RM0686'
 RM0686'GLIDDEN LOOKOUT TOWER IS A FOUR LEGGED STEEL STRUCTURE ABOUT
 RM0686'85 FEET HIGH WITH A GLASS ENCLOSED OBSERVATION CAB.  IT WAS
 RM0686'ERECTED IN 1939.
 RM0686
 RM0686                          STATION RECOVERY (2003)
 RM0686
 RM0686'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0686'THE STATION WAS RECOVERED IN GOOD CONDITION. TO REACH THE STATION FROM
 RM0686'HIGHWAY 13, GO EAST 0.2 MILE ON COUNTY ROAD N (GRANT STREET) TO FIRST
 RM0686'STREET.  TURN RIGHT (SOUTH) ON FIRST STREET FOR 0.4 MILE TO MILL ROAD.
 RM0686'TURN LEFT (EAST) ON MILL ROAD AND GO 0.1 MILE TO A NARROW ATV TRAIL UP
 RM0686'THE HILL TO THE LOOKOUT TOWER.  THE TRAIL IS ACROSS MILL ROAD FROM THE
 RM0686'WEST END OF A TWO-DOOR GREEN METAL GARAGE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0688 ***********************************************************************
 RM0688  DESIGNATION -  GLIDDEN MUNICIPAL TANK
 RM0688  PID         -  RM0688
 RM0688  STATE/COUNTY-  WI/ASHLAND
 RM0688  USGS QUAD   -  GLIDDEN (1984)
 RM0688
 RM0688                         *CURRENT SURVEY CONTROL
 RM0688  ___________________________________________________________________
 RM0688* NAD 83(1991)-  46 08 20.16720(N)    090 34 26.32155(W)     ADJUSTED  
 RM0688* NAVD 88     -                                                        
 RM0688  ___________________________________________________________________
 RM0688  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 RM0688  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 RM0688
 RM0688  HORZ ORDER  -  THIRD
 RM0688
 RM0688.The horizontal coordinates were established by classical geodetic methods
 RM0688.and adjusted by the National Geodetic Survey in November 1991..
 RM0688
 RM0688
 RM0688.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0688
 RM0688.The geoid height was determined by GEOID03.
 RM0688
 RM0688;                    North         East     Units Scale Factor Converg.
 RM0688;SPC WI N     -   108,222.302   555,651.975   MT  0.99994547   -0 24 50.6
 RM0688;SPC WI N     -   355,059.34  1,823,001.52   sFT  0.99994547   -0 24 50.6
 RM0688;UTM  15      - 5,112,345.500   687,379.596   MT  1.00003164   +1 44 59.0
 RM0688
 RM0688                          SUPERSEDED SURVEY CONTROL
 RM0688
 RM0688  NAD 83(1986)-  46 08 20.16192(N)    090 34 26.31649(W) AD(       ) 4
 RM0688  NAD 27      -  46 08 20.32900(N)    090 34 25.68700(W) AD(       ) 3
 RM0688
 RM0688.Superseded values are not recommended for survey control.
 RM0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0688.See file dsdata.txt to determine how the superseded data were derived.
 RM0688
 RM0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM8738012346(NAD 83)
 RM0688_MARKER: 53 = ELEVATED TANK
 RM0688
 RM0688  HISTORY     - Date     Condition        Report By
 RM0688  HISTORY     - 1952     FIRST OBSERVED   CGS
 RM0688  HISTORY     - 1988     GOOD             USPSQD
 RM0688  HISTORY     - 20030905 MARK NOT FOUND   USPSQD
 RM0688
 RM0688                          STATION DESCRIPTION
 RM0688
 RM0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 RM0688'THE TANK IS LOCATED NEAR THE EAST END OF MAIN STREET IN THE
 RM0688'NORTHEAST SECTION OF THE VILLAGE OF GLIDDEN.  IT IS A WOODEN
 RM0688'TANK SUPPORTED BY 4 STEEL LEGS AND ENCIRCLED BY A CATWALK.
 RM0688'IT IS APPROXIMATELY 50 FEET HIGH AND PAINTED BLACK WITH PAINTED
 RM0688'WHITE LETTERS GLIDDEN ON THE SOUTH SIDE.
 RM0688'
 RM0688'THE TANK IS ABOUT 100 FEET EAST OF THE CHURCH OF THE MOST
 RM0688'PRECIOUS BLOOD.
 RM0688
 RM0688                          STATION RECOVERY (1988)
 RM0688
 RM0688'RECOVERY NOTE BY US POWER SQUADRON 1988 (DCC)
 RM0688'RECOVERED IN GOOD CONDITION.
 RM0688
 RM0688                          STATION RECOVERY (2003)
 RM0688
 RM0688'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0688'NOT FOUND.  ACCORDING TO A RESIDENT, THE TANK WAS TORN DOWN IN THE
 RM0688'LATE 1960S.  A METAL WATER TANK WAS BUILT TO THE NORTH OF THE CHURCH.
 RM0688' 
 RM0688'TO REACH THE LOCATION, TAKE GRANT STREET EAST FROM HIGHWAY 13 TO THE
 RM0688'TOP OF A HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE8648 ***********************************************************************
 AE8648  DESIGNATION -  GLOBE GPS
 AE8648  PID         -  AE8648
 AE8648  STATE/COUNTY-  WI/CLARK
 AE8648  USGS QUAD   -  WILLARD (1979)
 AE8648
 AE8648                         *CURRENT SURVEY CONTROL
 AE8648  ___________________________________________________________________
 AE8648* NAD 83(1997)-  44 37 57.88607(N)    090 39 43.35560(W)     ADJUSTED  
 AE8648* NAVD 88     -       361.2    (meters)    1185.     (feet)  VERTCON   
 AE8648  ___________________________________________________________________
 AE8648  X           -     -52,533.930 (meters)                     COMP
 AE8648  Y           -  -4,546,287.009 (meters)                     COMP
 AE8648  Z           -   4,458,628.223 (meters)                     COMP
 AE8648  LAPLACE CORR-          -5.86  (seconds)                    DEFLEC99
 AE8648  ELLIP HEIGHT-         328.41  (meters)          (06/03/99) GPS OBS
 AE8648  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 AE8648
 AE8648  HORZ ORDER  -  FIRST
 AE8648  ELLP ORDER  -  THIRD     CLASS I
 AE8648
 AE8648.The horizontal coordinates were established by GPS observations
 AE8648.and adjusted by the National Geodetic Survey in June 1999..
 AE8648
 AE8648.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE8648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE8648
 AE8648.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8648
 AE8648.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8648
 AE8648.The ellipsoidal height was determined by GPS observations
 AE8648.and is referenced to NAD 83.
 AE8648
 AE8648.The geoid height was determined by GEOID03.
 AE8648
 AE8648;                    North         East     Units Scale Factor Converg.
 AE8648;SPC WI C     -    89,043.317   547,470.827   MT  0.99994968   -0 28 01.6
 AE8648;SPC WI C     -   292,136.28  1,796,160.54   sFT  0.99994968   -0 28 01.6
 AE8648;UTM  15      - 4,944,813.322   685,440.818   MT  1.00002290   +1 38 34.9
 AE8648
 AE8648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8648!SPC WI C     -   0.99994851  x   0.99994968  =   0.99989819
 AE8648!UTM  15      -   0.99994851  x   1.00002290  =   0.99997141
 AE8648
 AE8648                          SUPERSEDED SURVEY CONTROL
 AE8648
 AE8648  NAD 83(1991)-  44 37 57.88541(N)    090 39 43.35445(W) AD(       ) 1
 AE8648  ELLIP H (04/20/98)  328.44   (m)                       GP(       ) 3 1
 AE8648  NGVD 29 (04/20/98)  361.2    (m)         1185.     (f) GPS OBS        
 AE8648
 AE8648.Superseded values are not recommended for survey control.
 AE8648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8648.See file dsdata.txt to determine how the superseded data were derived.
 AE8648
 AE8648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK8544144813(NAD 83)
 AE8648_MARKER: DD = SURVEY DISK
 AE8648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8648_STAMPING: GLOBE GPS 1996
 AE8648_MARK LOGO: WI-019
 AE8648_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE8648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8648+STABILITY: SURFACE MOTION
 AE8648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8648+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE8648
 AE8648  HISTORY     - Date     Condition        Report By
 AE8648  HISTORY     - 1997     MONUMENTED       AYRES
 AE8648
 AE8648                          STATION DESCRIPTION
 AE8648
 AE8648'DESCRIBED BY AYRES ASSOCIATES 1997 (CMS)
 AE8648'THE STATION IS 9.7 KM (6.00 MI) AIR MILES NORTH 33 DEGREES WEST FROM
 AE8648'THE CLARK COUNTY COURTHOUSE. TO REACH THE STATION FROM THE
 AE8648'INTERSECTION OF COUNTY HIGHWAYS G AND TREE ROAD, GO WEST ON TREE ROAD
 AE8648'FOR 0.32 KM (0.20 MI) TO THE STATION ON THE RIGHT. THE STATION IS A
 AE8648'CLARK COUNTY BRASS SURVEY DISK STAMPED ---GLOBE GPS 1996---, SET IN
 AE8648'THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND AND 10.1 M (33.1
 AE8648'FT) NORTH OF THE CENTERLINE OF TREE ROAD, AND 7.6 M (24.9 FT) WEST OF
 AE8648'A FIELD ENTRANCE TO THE NORTH, AND 23.7 M (77.8 FT) NORTHWEST OF POLE
 AE8648'NUMBER 176, AND 27.4 M (89.9 FT) NORTHEAST OF A STOP AHEAD SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0611 ***********************************************************************
 QM0611  DESIGNATION -  GODDARD
 QM0611  PID         -  QM0611
 QM0611  STATE/COUNTY-  WI/MARINETTE
 QM0611  USGS QUAD   -  CRIVITZ (1973)
 QM0611
 QM0611                         *CURRENT SURVEY CONTROL
 QM0611  ___________________________________________________________________
 QM0611* NAD 83(1991)-  45 08 50.56475(N)    088 00 20.41035(W)     ADJUSTED  
 QM0611* NAVD 88     -       204.     (meters)     669.     (feet)  SCALED    
 QM0611  ___________________________________________________________________
 QM0611  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 QM0611  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 QM0611
 QM0611  HORZ ORDER  -  THIRD
 QM0611
 QM0611.The horizontal coordinates were established by classical geodetic methods
 QM0611.and adjusted by the National Geodetic Survey in November 1991..
 QM0611
 QM0611.The orthometric height was scaled from a topographic map.
 QM0611
 QM0611.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0611
 QM0611.The geoid height was determined by GEOID03.
 QM0611
 QM0611;                    North         East     Units Scale Factor Converg.
 QM0611;SPC WI C     -   147,942.758   756,819.691   MT  0.99995189   +1 24 25.8
 QM0611;SPC WI C     -   485,375.53  2,482,999.27   sFT  0.99995189   +1 24 25.8
 QM0611;UTM  16      - 4,999,814.458   420,941.332   MT  0.99967685   -0 42 46.7
 QM0611
 QM0611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0611!SPC WI C     -   0.99997370  x   0.99995189  =   0.99992559
 QM0611!UTM  16      -   0.99997370  x   0.99967685  =   0.99965056
 QM0611
 QM0611|---------------------------------------------------------------------|
 QM0611| PID    Reference Object                     Distance      Geod. Az  |
 QM0611|                                                           dddmmss.s |
 QM0611| CJ5012 GODDARD RM 1                         28.338 METERS 04630     |
 QM0611| QM0610 HALF WAY MARK 1954                   45.804 METERS 20748     |
 QM0611| CJ5013 GODDARD RM 2                         29.830 METERS 20814     |
 QM0611| CJ5011 GODDARD AZ MK                                      2085010.8 |
 QM0611|---------------------------------------------------------------------|
 QM0611
 QM0611                          SUPERSEDED SURVEY CONTROL
 QM0611
 QM0611  NAD 83(1986)-  45 08 50.56374(N)    088 00 20.41812(W) AD(       ) 3
 QM0611  NAD 27      -  45 08 50.64200(N)    088 00 20.04200(W) AD(       ) 3
 QM0611
 QM0611.Superseded values are not recommended for survey control.
 QM0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0611.See file dsdata.txt to determine how the superseded data were derived.
 QM0611
 QM0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2094199814(NAD 83)
 QM0611_MARKER: DS = TRIANGULATION STATION DISK
 QM0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0611
 QM0611  HISTORY     - Date     Condition        Report By
 QM0611  HISTORY     - 1954     MONUMENTED       CGS
 QM0611  HISTORY     - 19941015 MARK NOT FOUND   USPSQD
 QM0611  HISTORY     - 20010331 MARK NOT FOUND   NGS
 QM0611
 QM0611                          STATION DESCRIPTION
 QM0611
 QM0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QM0611'STATION IS LOCATED ABOUT 5-1/2 MILES SOUTH OF THE VILLAGE OF CRIVITZ,
 QM0611'AND ABOUT 3-1/2 MILES NORTHEAST OF THE VILLAGE OF POUND.
 QM0611'STATION IS ABOUT 300 YARDS SOUTH-SOUTHWEST OF A GAS STATION,
 QM0611'AND 68 FEET WEST OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY
 QM0611'NO. 141.  THE MARK IS SET FLUSH AND THE DISK IS STAMPED GODDARD
 QM0611'1954.
 QM0611'
 QM0611'REFERENCE MARK NO. 1 IS 47 FEET WEST OF THE APPROXIMATE CENTERLINE
 QM0611'OF U.S. HIGHWAY NO. 141.  THE MARK PROJECTS 6 INCHES AND THE
 QM0611'DISK IS STAMPED GODDARD NO 1 1954.
 QM0611'
 QM0611'REFERENCE MARK NO. 2 IS 59 FEET WEST OF THE APPROXIMATE CENTERLINE
 QM0611'OF U.S. HIGHWAY NO. 2, AND 52 FEET NORTH OF HALF WAY MARKER.
 QM0611'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED GODDARD
 QM0611'NO 2 1954.
 QM0611'
 QM0611'AZIMUTH MARK IS 58-1/2 FEET EAST OF THE APPROXIMATE CENTERLINE
 QM0611'OF U.S. HIGHWAY NO. 141, 1 FOOT WEST OF FENCELINE, AND 2 FEET
 QM0611'NORTH OF WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE
 QM0611'DISK IS STAMPED GODDARD 1954.
 QM0611'
 QM0611'HALF WAY MARK IS A GRANITE MONUMENT ABOUT 5 FEET SQUARE AND
 QM0611'5-1/2 FEET HIGH, MARKING THE HALF WAY POINT BETWEEN THE EQUATOR
 QM0611'AND THE NORTH POLE.  IT HAS A METAL PLAQUE INSCRIBED HALF WAY
 QM0611'NORTH LATITUDE 45 DEG 8 MIN 45.7 SEC NORTH POLE 3107.47 MILES
 QM0611'EQUATOR 3107.47 MILES ON THE EAST SIDE OF MONUMENT.  A TRAVERSE
 QM0611'CONNECTION WAS MADE FROM TRIANGULATION STATION GODDARD TO A
 QM0611'CHISELED CROSS ATOP HALF WAY MARK, AND THE DISTANCE IS SHOWN
 QM0611'ABOVE.
 QM0611'
 QM0611'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 141 AND COUNTY
 QM0611'ROUTES A AND W, IN THE VILLAGE OF CRIVITZ, GO SOUTHERLY ON U.S.
 QM0611'HIGHWAY NO. 141 FOR 5.7 MILE TO GAS STATION ON RIGHT (WEST)
 QM0611'SIDE OF HIGHWAY.  CONTINUE SOUTHERLY ON HIGHWAY NO. 141 FOR
 QM0611'0.1 MILE TO STATION ON RIGHT (WEST) SIDE OF HIGHWAY AS DESCRIBED.
 QM0611'AZIMUTH MARK IS 0.3 MILE SOUTH OF STATION ON LEFT (EAST) SIDE
 QM0611'OF HIGHWAY.
 QM0611'
 QM0611'HEIGHT OF LIGHT ABOVE STATION MARK 90 METERS.
 QM0611
 QM0611                          STATION RECOVERY (1994)
 QM0611
 QM0611'RECOVERY NOTE BY US POWER SQUADRON 1994
 QM0611'MARK NOT FOUND.
 QM0611
 QM0611                          STATION RECOVERY (2001)
 QM0611
 QM0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QM0611'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0692 ***********************************************************************
 RM0692  DESIGNATION -  GOLDEN
 RM0692  PID         -  RM0692
 RM0692  STATE/COUNTY-  WI/ASHLAND
 RM0692  USGS QUAD   -  SHANAGOLDEN (1984)
 RM0692
 RM0692                         *CURRENT SURVEY CONTROL
 RM0692  ___________________________________________________________________
 RM0692* NAD 83(1991)-  46 04 20.05898(N)    090 38 49.48093(W)     ADJUSTED  
 RM0692* NAVD 88     -       473.     (meters)    1552.     (feet)  SCALED    
 RM0692  ___________________________________________________________________
 RM0692  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 RM0692  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 RM0692
 RM0692  HORZ ORDER  -  THIRD
 RM0692
 RM0692.The horizontal coordinates were established by classical geodetic methods
 RM0692.and adjusted by the National Geodetic Survey in November 1991..
 RM0692
 RM0692.The orthometric height was scaled from a topographic map.
 RM0692
 RM0692.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0692
 RM0692.The geoid height was determined by GEOID03.
 RM0692
 RM0692;                    North         East     Units Scale Factor Converg.
 RM0692;SPC WI N     -   100,852.796   549,943.692   MT  0.99994673   -0 28 00.4
 RM0692;SPC WI N     -   330,881.21  1,804,273.60   sFT  0.99994673   -0 28 00.4
 RM0692;UTM  15      - 5,104,765.264   681,953.100   MT  1.00000700   +1 41 42.3
 RM0692
 RM0692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0692!SPC WI N     -   0.99993062  x   0.99994673  =   0.99987735
 RM0692!UTM  15      -   0.99993062  x   1.00000700  =   0.99993762
 RM0692
 RM0692|---------------------------------------------------------------------|
 RM0692| PID    Reference Object                     Distance      Geod. Az  |
 RM0692|                                                           dddmmss.s |
 RM0692| CJ2562 GOLDEN RM 1                          20.485 METERS 14140     |
 RM0692| RM0690 SLIM                                APPROX. 6.1 KM 1512743.2 |
 RM0692| CJ2563 GOLDEN RM 2                          22.414 METERS 24259     |
 RM0692|---------------------------------------------------------------------|
 RM0692
 RM0692                          SUPERSEDED SURVEY CONTROL
 RM0692
 RM0692  NAD 83(1986)-  46 04 20.05341(N)    090 38 49.47577(W) AD(       ) 3
 RM0692  NAD 27      -  46 04 20.21900(N)    090 38 48.84500(W) AD(       ) 3
 RM0692
 RM0692.Superseded values are not recommended for survey control.
 RM0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0692.See file dsdata.txt to determine how the superseded data were derived.
 RM0692
 RM0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM8195304765(NAD 83)
 RM0692_MARKER: DS = TRIANGULATION STATION DISK
 RM0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0692
 RM0692  HISTORY     - Date     Condition        Report By
 RM0692  HISTORY     - 1952     MONUMENTED       CGS
 RM0692  HISTORY     - 1966     GOOD             CGS
 RM0692  HISTORY     - 1967     GOOD             CGS
 RM0692
 RM0692                          STATION DESCRIPTION
 RM0692
 RM0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 RM0692'THE STATION IS ABOUT 8-1/2 MILES NORTHWEST OF BUTTERNUT, 6
 RM0692'MILES SOUTHWEST OF GLIDDEN, 3 MILES SOUTH-SOUTHWEST OF SHANGOLDEN
 RM0692'AND 26 FEET NORTH OF THE CENTER OF A TRACK ROAD.
 RM0692'
 RM0692'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 AND
 RM0692'THE MAIN STREET IN GLIDDEN, GO SOUTH-SOUTHWEST ON THE MAIN
 RM0692'STREET FOR 0.8 MILE TO A CROSSROAD, TURN LEFT AND FOLLOW THE
 RM0692'PAVED ROAD FOR 2.6 MILES TO THE END OF THE PAVEMENT AND A
 RM0692'Y-INTERSECTION AT THE EAST EDGE OF SHANGOLDEN, CONTINUE STRAIGHT
 RM0692'AHEAD ON THE GRAVEL ROAD FOR 2.05 MILES TO A Y-INTERSECTION,
 RM0692'KEEP STRAIGHT AHEAD ON THE RIGHT FORK FOR 1.45 MILE TO A SIDE
 RM0692'ROAD RIGHT, TURN RIGHT ON THE SIDE ROAD AND GO 0.3 MILE TO A
 RM0692'TRIANGLE BLAZE ON A 10-INCH MAPLE TREE ON THE LEFT AND THE
 RM0692'STATION ON THE RIGHT.
 RM0692'
 RM0692'THE STATION MARK, STAMPED GOLDEN 1952, IS A STANDARD DISK SET
 RM0692'IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 38
 RM0692'FEET NORTH OF THE 10-INCH MAPLE TREE WITH THE TRIANGLE BLAZE
 RM0692'AND 4 FEET SOUTH OF A WITNESS POST.
 RM0692'
 RM0692'REFERENCE MARK NO. 1, STAMPED GOLDEN NO 1 1952, IS A STANDARD
 RM0692'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.
 RM0692'IT IS 70 FEET EAST OF THE BLAZED MAPLE TREE AND 15 FEET SOUTH
 RM0692'OF THE CENTER OF THE TRACK ROAD.
 RM0692'
 RM0692'REFERENCE MARK NO. 2, STAMPED GOLDEN NO 2 1952, IS A STANDARD
 RM0692'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.  IT
 RM0692'IS 50 FEET WEST OF THE BLAZED MAPLE TREE AND 11 FEET SOUTH OF
 RM0692'THE CENTER OF THE TRACK ROAD.
 RM0692'
 RM0692'THERE IS NO AVAILABLE SITE FOR AN AZIMUTH MARK AT THIS STATION.
 RM0692'
 RM0692'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 RM0692
 RM0692                          STATION RECOVERY (1966)
 RM0692
 RM0692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 RM0692'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION
 RM0692'AT THIS TIME.  BOTH REFERENCE MARKS WERE FOUND KNOCKED OUT BY
 RM0692'ROAD EQUIPMENT AND THE DISKS WERE REMOVED AT THIS TIME.  NO
 RM0692'NEW MARKS WERE SET AT THIS TIME.  BELOW ARE SOME NEW MEASUREMENTS
 RM0692'TO THE STATION MARK.
 RM0692'
 RM0692'STATION MARK IS 25 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 RM0692'19.6 FEET EAST OF A 6 INCH MAPLE TREE, 2.7 FEET SOUTH OF A
 RM0692'WOODEN WITNESS POST AND 1 FOOT WEST OF A METAL WITNESS POST AND
 RM0692'SIGN.
 RM0692
 RM0692                          STATION RECOVERY (1967)
 RM0692
 RM0692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 RM0692'THE STATION MARK WAS FOUND AS DESCRIBED AND FOUND IN GOOD
 RM0692'CONDITION.  BOTH THE REFERENCE MARKS WERE FOUND UPROOTED BY
 RM0692'LUMBERING OPERATION AND SHOULD BE CONSIDERED AS LOST.  REFERENCE
 RM0692'MARKS 3 AND 4 WERE SET AT THIS TIME.  THE PREVIOUS TO REACH
 RM0692'IS GOOD.
 RM0692'
 RM0692'THE STATION MARK IS 25 FEET NORTH OF THE CENTERLINE OF A GRADED
 RM0692'ROAD, 20 FEET EAST OF A 6 INCH MAPLE TREE, 3 FEET SOUTH OF A
 RM0692'WHITE WITNESS POST AND 1 FOOT WEST OF A METAL WITNESS POST.
 RM0692'
 RM0692'REFERENCE MARK 3 IS 22 FEET SOUTHEAST OF THE METAL WITNESS POST,
 RM0692'15 FEET NORTH OF THE CENTERLINE OF THE ROAD AND 14 FEET SOUTHWEST
 RM0692'OF A 6 INCH SPRUCE TREE.  THE MONUMENT PROJECTS 5 INCHES AND THE
 RM0692'DISK IS STAMPED GOLDEN 1952 NO 3 1967.
 RM0692'
 RM0692'REFERENCE MARK 4 IS 25 FEET SOUTHWEST OF THE METAL WITNESS POST,
 RM0692'17 FEET NORTH OF THE CENTERLINE OF THE ROAD AND 10 FEET SOUTH OF
 RM0692'THE MAPLE TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 RM0692'GOLDEN 1952 NO 4 1967.
 RM0692'
 RM0692'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 RM0692'
 RM0692'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SOUTHWEST
 RM0692'OF SHANGOLDEN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0496 ***********************************************************************
 QL0496  DESIGNATION -  GOLF
 QL0496  PID         -  QL0496
 QL0496  STATE/COUNTY-  WI/DOOR
 QL0496  USGS QUAD   -  BAILEYS HARBOR WEST (1982)
 QL0496
 QL0496                         *CURRENT SURVEY CONTROL
 QL0496  ___________________________________________________________________
 QL0496* NAD 83(1991)-  45 02 37.91922(N)    087 07 53.82186(W)     ADJUSTED  
 QL0496* NAVD 88     -       195.     (meters)     640.     (feet)  SCALED    
 QL0496  ___________________________________________________________________
 QL0496  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 QL0496  GEOID HEIGHT-         -37.11  (meters)                     GEOID03
 QL0496
 QL0496  HORZ ORDER  -  THIRD
 QL0496
 QL0496.The horizontal coordinates were established by classical geodetic methods
 QL0496.and adjusted by the National Geodetic Survey in November 1991..
 QL0496
 QL0496.The orthometric height was scaled from a topographic map.
 QL0496
 QL0496.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0496
 QL0496.The geoid height was determined by GEOID03.
 QL0496
 QL0496;                    North         East     Units Scale Factor Converg.
 QL0496;SPC WI C     -   138,504.519   825,930.844   MT  0.99994498   +2 01 25.9
 QL0496;SPC WI C     -   454,410.24  2,709,741.44   sFT  0.99994498   +2 01 25.9
 QL0496;UTM  16      - 4,987,831.850   489,634.471   MT  0.99960132   -0 05 35.3
 QL0496
 QL0496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0496!SPC WI C     -   0.99997525  x   0.99994498  =   0.99992023
 QL0496!UTM  16      -   0.99997525  x   0.99960132  =   0.99957658
 QL0496
 QL0496|---------------------------------------------------------------------|
 QL0496| PID    Reference Object                     Distance      Geod. Az  |
 QL0496|                                                           dddmmss.s |
 QL0496| CJ5015 GOLF RM 1                            31.552 METERS 03820     |
 QL0496| CJ5014 GOLF AZ MK                                         2610003.6 |
 QL0496| CJ5016 GOLF RM 2                            32.049 METERS 30816     |
 QL0496|---------------------------------------------------------------------|
 QL0496
 QL0496                          SUPERSEDED SURVEY CONTROL
 QL0496
 QL0496  NAD 83(1986)-  45 02 37.91804(N)    087 07 53.81482(W) AD(       ) 3
 QL0496  NAD 27      -  45 02 37.94000(N)    087 07 53.43100(W) AD(       ) 3
 QL0496
 QL0496.Superseded values are not recommended for survey control.
 QL0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0496.See file dsdata.txt to determine how the superseded data were derived.
 QL0496
 QL0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ8963487832(NAD 83)
 QL0496_MARKER: DS = TRIANGULATION STATION DISK
 QL0496_SETTING: 66 = SET IN ROCK OUTCROP
 QL0496
 QL0496  HISTORY     - Date     Condition        Report By
 QL0496  HISTORY     - 1953     MONUMENTED       CGS
 QL0496  HISTORY     - 1977     GOOD             NGS
 QL0496  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 QL0496  HISTORY     - 1988     GOOD             USPSQD
 QL0496  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 QL0496
 QL0496                          STATION DESCRIPTION
 QL0496
 QL0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 QL0496'STATION IS LOCATED IN THE EAST SIDE OF THE MAXWELTON BRAES RESORT
 QL0496'GOLF COURSE ABOUT 1-1/2
 QL0496'MILES SOUTH OF BAILEY HARBOR.  IT IS 44 FEET EAST OF A 8 INCH MAPLE
 QL0496'TREE, 23 FEET SOUTH OF THE CENTER
 QL0496'OF A PAVED DRIVEWAY AND 12 FEET WEST OF A WHITE WITNESS
 QL0496'POST.  THE DISK IS SET IN A DRILL HOLE IN
 QL0496'OUTCROPPING BEDROCK 6 INCHES UNDERGROUND AND
 QL0496'IS STAMPED GOLF 1953.
 QL0496'
 QL0496'REFERENCE MARK NO. 1 IS 50 FEET NORTH OF THE CENTER OF A GRAVEL
 QL0496'DRIVEWAY AND 31 FEET SOUTH
 QL0496'OF AN 18 INCH TWIN PINE TREE.  THE DISK IS SET FLUSH IN A DRILL HOLE
 QL0496'IN OUTCROPPING BEDROCK AND IS
 QL0496'STAMPED GOLF NO 1 1953.
 QL0496'
 QL0496'REFERENCE MARK NO. 2 IS 58 FEET NORTH OF THE CENTER OF THE PAVED
 QL0496'DRIVEWAY, 42 FEET NORTH OF
 QL0496'A CONCRETE LIGHT POST AND 30 FEET WEST OF THE CENTER OF A GRAVEL
 QL0496'DRIVEWAY.  THE MARK IS SET FLUSH IN A
 QL0496'DRILL HOLE IN OUTCROPPING BEDROCK AND IS STAMPED
 QL0496'GOLF NO 2 1953.
 QL0496'
 QL0496'AZIMUTH MARK IS SET IN A CONCRETE PORCH ON THE EAST SIDE OF THE CLUB
 QL0496'HOUSE ON THE SOUTH SIDE OF
 QL0496'THE PORCH.  THE DISK IS SET FLUSH IN A DRILL HOLE IN A CONCRETE
 QL0496'PORCH AND IS STAMPED GOLF 1953.
 QL0496'
 QL0496'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAY 57 AND COUNTY
 QL0496'HIGHWAYS EE AND F IN
 QL0496'BAILEY HARBOR, GO SOUTH ON HIGHWAY 57 FOR 1.9 MILES TO A DRIVEWAY
 QL0496'LEFT.  TURN LEFT AND GO EAST
 QL0496'ON DRIVEWAY FOR 0.2 MILE TO THE CLUB HOUSE ON THE RIGHT AND
 QL0496'AZIMUTH MARK AS DESCRIBED.  CONTINUE
 QL0496'EAST ON PAVED DRIVEWAY FOR 0.2 MILE TO THE END
 QL0496'OF PAVEMENT AND STATION ON THE RIGHT AS DESCRIBED.
 QL0496'
 QL0496'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 QL0496
 QL0496                          STATION RECOVERY (1977)
 QL0496
 QL0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TK)
 QL0496'RECOVERED AS DESCRIBED.  RECOVERED R.M. NO. 1 AND AZIMUTH MARK.
 QL0496'ALL IN GOOD TO EXCELLANT CONDITION.
 QL0496'
 QL0496'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.25 MILES FROM
 QL0496'BAILEYS HARBOR.
 QL0496
 QL0496                          STATION RECOVERY (1984)
 QL0496
 QL0496'RECOVERY NOTE BY US POWER SQUADRON 1984 (AB)
 QL0496'GOLF 1953 AZ MK RECOVERED GOOD.
 QL0496'
 QL0496'GOLF 1953 NOT FOUND.
 QL0496'
 QL0496'MARK SEARCHED FOR VISUALLY AND WITH METAL DETECTOR CAPABLE OF FINDING
 QL0496'MARK TO 6 INCHES BELOW SURFACE.  STATION APPEARS TO BE ON EDGE OF
 QL0496'MOWED FAIRWAY OF GOLF COURSE.  8 INCH MAPLE TREE IS NOW 15
 QL0496'INCHES.  NO WITNESS STAKE VISIBLE.  THIS IS THE STATION MARK.
 QL0496'
 QL0496'GOLF NO 1 RECOVERED GOOD.
 QL0496'
 QL0496'GRAVEL DRIVEWAY IN DESCRIPTION HAS BEEN BLACKTOPPED.
 QL0496'
 QL0496'GOLF NO 2 1953 NOT FOUND.
 QL0496'
 QL0496'DESCRIPTION WOULD PLACE THIS MARK IN THE CENTER OF A MOWED AREA NEAR
 QL0496'RESORT COTTAGES.  SEARCHED FOR WITH METAL DETECTOR CAPABLE OF
 QL0496'FINDING DISK UP TO 6 INCHES BELOW SURFACE.  GRAVEL DRIVEWAY REFERRED
 QL0496'TO HAS BEEN BLACKTOPPED.
 QL0496
 QL0496                          STATION RECOVERY (1988)
 QL0496
 QL0496'RECOVERY NOTE BY US POWER SQUADRON 1988 (GH)
 QL0496'RECOVERED IN GOOD CONDITION.
 QL0496
 QL0496                          STATION RECOVERY (1989)
 QL0496
 QL0496'RECOVERY NOTE BY US POWER SQUADRON 1989 (PHY)
 QL0496'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1312 ***********************************************************************
 PN1312  DESIGNATION -  GOLF
 PN1312  PID         -  PN1312
 PN1312  STATE/COUNTY-  WI/PORTAGE
 PN1312  USGS QUAD   -  STEVENS POINT (1991)
 PN1312
 PN1312                         *CURRENT SURVEY CONTROL
 PN1312  ___________________________________________________________________
 PN1312* NAD 83(1991)-  44 32 54.13107(N)    089 33 19.03142(W)     ADJUSTED  
 PN1312* NAVD 88     -       337.9    (meters)    1109.     (feet)  VERTCON   
 PN1312  ___________________________________________________________________
 PN1312  LAPLACE CORR-          -4.28  (seconds)                    DEFLEC99
 PN1312  GEOID HEIGHT-         -35.79  (meters)                     GEOID03
 PN1312
 PN1312  HORZ ORDER  -  SECOND
 PN1312
 PN1312.The horizontal coordinates were established by classical geodetic methods
 PN1312.and adjusted by the National Geodetic Survey in November 1991..
 PN1312
 PN1312.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1312
 PN1312.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1312
 PN1312.The geoid height was determined by GEOID03.
 PN1312
 PN1312;                    North         East     Units Scale Factor Converg.
 PN1312;SPC WI C     -    79,550.163   635,336.919   MT  0.99995698   +0 18 49.6
 PN1312;SPC WI C     -   260,990.83  2,084,434.54   sFT  0.99995698   +0 18 49.6
 PN1312;UTM  16      - 4,935,958.175   297,027.337   MT  1.00010666   -1 47 35.4
 PN1312
 PN1312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1312!SPC WI C     -   0.99995264  x   0.99995698  =   0.99990962
 PN1312!UTM  16      -   0.99995264  x   1.00010666  =   1.00005929
 PN1312
 PN1312|---------------------------------------------------------------------|
 PN1312| PID    Reference Object                     Distance      Geod. Az  |
 PN1312|                                                           dddmmss.s |
 PN1312| CS5507 GOLF RM 1                            11.068 METERS 11825     |
 PN1312| CS5508 GOLF RM 2                            23.406 METERS 27116     |
 PN1312|---------------------------------------------------------------------|
 PN1312
 PN1312                          SUPERSEDED SURVEY CONTROL
 PN1312
 PN1312  NAD 83(1986)-  44 32 54.12839(N)    089 33 19.04119(W) AD(       ) 2
 PN1312  NGVD 29 (03/14/91)  337.9    (m)         1109.     (f) VERT ANG       
 PN1312
 PN1312.Superseded values are not recommended for survey control.
 PN1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1312.See file dsdata.txt to determine how the superseded data were derived.
 PN1312
 PN1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ9702735958(NAD 83)
 PN1312_MARKER: DE = TRAVERSE STATION DISK
 PN1312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN1312_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1312+STABILITY: SURFACE MOTION
 PN1312
 PN1312  HISTORY     - Date     Condition        Report By
 PN1312  HISTORY     - 1982     MONUMENTED       WIDT
 PN1312
 PN1312                          STATION DESCRIPTION
 PN1312
 PN1312'DESCRIBED BY WI DEPT OF TRANSP 1982 (LTK)
 PN1312'THE STATION IS LOCATED ON USH 51 RIGHT OF WAY NEAR THE NORTH EDGE OF
 PN1312'STEVENS POINT.
 PN1312'
 PN1312'TO REACH THE STATION FROM THE USH 10 STRUCTURE OVER USH 51 AT THE
 PN1312'EAST EDGE OF STEVENS POINT, GO NORTHWEST ON USH 51 FOR 1.45 MILES TO
 PN1312'USH 51 STRUCTURE OVER STH 66.  CONTINUE WEST ON USH 51 FOR 0.74 MILE
 PN1312'TO THE STATION ON THE RIGHT.
 PN1312'
 PN1312'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---GOLF 1982---.  THE
 PN1312'SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 PN1312'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 277 FEET EAST
 PN1312'SOUTHEAST OF THE SOUTH POST OF A STEVENS POINT EXIT SIGN, 74 FEET
 PN1312'NORTH NORTHEAST OF THE CENTER OF A MEDIAN CATCH BASIN, 39.5 FEET NORTH
 PN1312'NORTHEAST OF THE CENTER OF THE NORTHBOUND ROADWAY OF USH 51, 24.5 FEET
 PN1312'EAST SOUTHEAST OF THE NORTHEAST END OF THE NORTH ONE OF TWO CONCRETE
 PN1312'CULVERTS UNDER USH 51, AND 3.0 FEET WEST NORTHWEST OF A METAL WITNESS
 PN1312'POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 PN1312'4.5 FEET BELOW GROUND.
 PN1312'
 PN1312'REFERENCE MARK 1 IS A STANDARD WIDT DISK STAMPED---GOLF RM 1 1982---
 PN1312'SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT
 PN1312'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 313 FEET EAST SOUTHEAST
 PN1312'OF THE SOUTH POST OF A STEVENS POINT EXIT SIGN, 99 FEET NORTHEAST OF A
 PN1312'MEDIAN CATCH BASIN, 33.3 FEET EAST SOUTHEAST OF A METAL WITNESS POST,
 PN1312'29 FEET NORTH NORTHEAST OF THE CENTER OF THE NORTHBOUND ROADWAY OF USH
 PN1312'51, AND 1 FOOT HIGHER THAN THE STATION.
 PN1312'
 PN1312'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---GOLF RM 2 1982---
 PN1312'SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT
 PN1312'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 202 FEET EAST SOUTHEAST
 PN1312'OF THE SOUTH POST OF A STEVENS POINT EXIT SIGN, 83 FEET SOUTHWEST OF
 PN1312'THE RIGHT OF WAY FENCE, 80.2 FEET WEST OF A METAL WITNESS POST, 27
 PN1312'FEET NORTH NORTHEAST OF THE CENTER OF THE NORTHBOUND ROADWAY OF USH
 PN1312'51, AND 1 FOOT HIGHER THAN THE STATION.
 PN1312'
 PN1312'NO AZIMUTH MARK WAS SET.
 PN1312'
 PN1312'THE HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS 1.45 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0484 ***********************************************************************
 PN0484  DESIGNATION -  GOOD
 PN0484  PID         -  PN0484
 PN0484  STATE/COUNTY-  WI/WOOD
 PN0484  USGS QUAD   -  VESPER (1984)
 PN0484
 PN0484                         *CURRENT SURVEY CONTROL
 PN0484  ___________________________________________________________________
 PN0484* NAD 83(1991)-  44 26 32.24569(N)    089 53 44.45342(W)     ADJUSTED  
 PN0484* NAVD 88     -       327.229  (meters)    1073.58   (feet)  ADJUSTED  
 PN0484  ___________________________________________________________________
 PN0484  LAPLACE CORR-          -6.38  (seconds)                    DEFLEC99
 PN0484  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 PN0484  DYNAMIC HT  -         327.172 (meters)    1073.40  (feet)  COMP
 PN0484  MODELED GRAV-     980,435.0   (mgal)                       NAVD 88
 PN0484
 PN0484  HORZ ORDER  -  FIRST
 PN0484  VERT ORDER  -  FIRST     CLASS II
 PN0484
 PN0484.The horizontal coordinates were established by classical geodetic methods
 PN0484.and adjusted by the National Geodetic Survey in November 1991..
 PN0484
 PN0484.The orthometric height was determined by differential leveling
 PN0484.and adjusted by the National Geodetic Survey in June 1991..
 PN0484
 PN0484.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0484
 PN0484.The geoid height was determined by GEOID03.
 PN0484
 PN0484.The dynamic height is computed by dividing the NAVD 88
 PN0484.geopotential number by the normal gravity value computed on the
 PN0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0484.degrees latitude (g = 980.6199 gals.).
 PN0484
 PN0484.The modeled gravity was interpolated from observed gravity values.
 PN0484
 PN0484;                    North         East     Units Scale Factor Converg.
 PN0484;SPC WI C     -    67,671.442   608,304.326   MT  0.99996920   +0 04 25.0
 PN0484;SPC WI C     -   222,018.72  1,995,745.11   sFT  0.99996920   +0 04 25.0
 PN0484;UTM  16      - 4,925,077.846   269,570.837   MT  1.00025304   -2 01 42.3
 PN0484
 PN0484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0484!SPC WI C     -   0.99995419  x   0.99996920  =   0.99992339
 PN0484!UTM  16      -   0.99995419  x   1.00025304  =   1.00020722
 PN0484
 PN0484                          SUPERSEDED SURVEY CONTROL
 PN0484
 PN0484  NAD 83(1986)-  44 26 32.24319(N)    089 53 44.46073(W) AD(       ) 1
 PN0484  NAD 27      -  44 26 32.37346(N)    089 53 44.01256(W) AD(       ) 1
 PN0484  NGVD 29 (??/??/92)  327.249  (m)         1073.65   (f) ADJ UNCH    1 2
 PN0484
 PN0484.Superseded values are not recommended for survey control.
 PN0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0484.See file dsdata.txt to determine how the superseded data were derived.
 PN0484
 PN0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ6957125078(NAD 83)
 PN0484_MARKER: DB = BENCH MARK DISK
 PN0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0484_STAMPING: GOOD 1921
 PN0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0484+STABILITY: SURFACE MOTION
 PN0484
 PN0484  HISTORY     - Date     Condition        Report By
 PN0484  HISTORY     - 1921     MONUMENTED       CGS
 PN0484  HISTORY     - 1926     GOOD             CGS
 PN0484  HISTORY     - 1930     GOOD             CGS
 PN0484  HISTORY     - 1966     GOOD             USGS
 PN0484  HISTORY     - 1973     GOOD             NGS
 PN0484  HISTORY     - 19940430 GOOD             USPSQD
 PN0484  HISTORY     - 20031022 MARK NOT FOUND   WIDT
 PN0484
 PN0484                          STATION DESCRIPTION
 PN0484
 PN0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 PN0484'STATION IS LOCATED ABOUT 200 METERS S OF THE STATION HOUSE OF THE
 PN0484'FLAG-STOP FISCHER, ON THE E SIDE OF THE TRACK OF THE MINNEAPOLIS,
 PN0484'ST. PAUL AND SAULT STE. MARIE RAILWAY, IN THE ANGLE FORMED
 PN0484'BY THE ABOVE TRACK AND THE FENCE LINE OF THE ROAD CROSSING,
 PN0484'FIRST ONE S OF FISCHER.  IT IS ON THE E SIDE OF THE DOUBLE
 PN0484'RIGHT-OF-WAY OF THE SOO LINE AND THE NORTH WESTERN RAILWAY,
 PN0484'ABOUT 2 METERS FROM HIGHWAY FENCE LINE, AND 5 METERS FROM THE
 PN0484'E END OF CATTLE GUARD ON THE N SIDE OF THE ROAD CROSSING.
 PN0484'EAST RAIL DISTANCE--3.773 METERS (12.38 FEET).
 PN0484'
 PN0484'STATION MARK IS REGULATION TABLET SET IN A 2 1/2- BY 2 1/2-BY
 PN0484'4-FOOT BLOCK OF CONCRETE.
 PN0484'
 PN0484'THERE ARE NO REFERENCE MARKS.
 PN0484'
 PN0484'AN 8-FOOT INSTRUMENT STAND WAS USED HERE.
 PN0484
 PN0484                          STATION RECOVERY (1926)
 PN0484
 PN0484'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PN0484'STATION RECOVERED AS DESCRIBED.  MARK IN GOOD CONDITION.
 PN0484
 PN0484                          STATION RECOVERY (1930)
 PN0484
 PN0484'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PN0484'MARK FOUND AS DESCRIBED.  DESCRIPTION ADEQUATE.  MARK IN
 PN0484'GOOD CONDITION.
 PN0484
 PN0484                          STATION RECOVERY (1966)
 PN0484
 PN0484'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 PN0484'4.6 MI S FROM WISCONSIN RAPIDS.
 PN0484'VESPER, ABOUT 4.6 MILES SOUTHEAST ALONG THE CHICAGO AND NORTHWESTERN
 PN0484'RAILWAY FROM THE STATION AT, T. 23 N., R. 5 E., NEAR CENTER OF THE
 PN0484'SOUTH 1/2 OF SECTION 27, 165 FT NORTH AND 35 FT WEST FROM NORTH
 PN0484'RAIL OF THE GRADE CROSSING, 9.0 FT SW. OF POWER POLE.  A STANDARD
 PN0484'TRIANGULATION-STATION DISK, STAMPED GOOD 1921 AND SET IN THE TOP
 PN0484'OF A CONCRETE POST.
 PN0484
 PN0484                          STATION RECOVERY (1973)
 PN0484
 PN0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 PN0484'THE STATION MARK WAS FOUND AFTER A LONG SEARCH.  THE
 PN0484'PRE-MENTIONED TRACKS HAVE BEEN REMOVED AND THE DESCRIPTION
 PN0484'VERY POOR.  REFERENCE MARKS 1 AND 2 WERE SET.  REFERENCE
 PN0484'MARK 3 (AZI. MK.) WAS SET AND A POLARIS OBSERVATION TAKEN.
 PN0484'A NEW DESCRIPTION FOLLOWS--
 PN0484'
 PN0484'THE STATION IS 32 FEET WEST OF THE CENTERLINE OF GRADED
 PN0484'ROAD, 114 FEET NORTHEAST OF NORTHEAST RAIL OF RAILROAD TRACK
 PN0484'AND 4 FEET SOUTH OF A METAL WITNESS POST.  THE MONUMENT
 PN0484'2-1/2 X 2-1/2 FOOT SQUARE CONCRETE POST PROJECTS ABOUT 4
 PN0484'INCHES AND THE DISK IS STAMPED GOOD 1921.
 PN0484'
 PN0484'TO REACH THE STATION FROM THE INTERSECTION OF 4TH AVE. NORTH
 PN0484'(STATE HIGHWAY 34) AND BONOW AVE, AT THE NORTH EDGE OF
 PN0484'WISCONSIN RAPIDS, GO NORTHWEST ON BONOW AVE. FOR 3.15 MILES TO
 PN0484'A CROSSROAD.  TURN LEFT AND GO WEST ON PAVED ROAD FOR 1.5
 PN0484'MILES TO A T-ROAD.  TURN RIGHT AND GO NORTH ON GRAVELED ROAD
 PN0484'FOR 0.3 MILE TO RAILROAD CROSSING AND THE STATION ON THE
 PN0484'LEFT AS DESCRIBED.  CONTINUE NORTH ON THE GRAVELED ROAD FOR
 PN0484'0.6 MILE TO REFERENCE MARK 3 ON THE RIGHT.
 PN0484'
 PN0484'REFERENCE MARK 1 IS 146 FEET NORTH OF THE NORTHEAST RAIL
 PN0484'OF RAILROAD AND 26 FEET EAST OF THE CENTERLINE OF THE ROAD.
 PN0484'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED GOOD
 PN0484'1921 N) 1 1973.
 PN0484'
 PN0484'REFERENCE MARK 2 IS 44 FEET NORTHEAST OF THE NORTHEAST RAIL,
 PN0484'52 FEET WEST OF THE CENTERLINE OF THE ROAD AND 3 FEET SOUTH
 PN0484'OF A FENCE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 PN0484'STAMPED GOOD 1921 NO 2 1973.
 PN0484'
 PN0484'REFERENCE MARK 3 IS 22 FEET EAST OF THE CENTERLINE OF THE ROAD,
 PN0484'1.5 FEET EAST OF A FENCE CORNER, 18 FEET WEST AND 38 FEET
 PN0484'NORTH OF THE NORTHWEST CORNER OF A BARN AND 1 FOOT WEST OF
 PN0484'A METAL WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES AND
 PN0484'THE DISK IS STAMPED GOOD 1921 NO 3 1973.
 PN0484'
 PN0484'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 PN0484'
 PN0484'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT
 PN0484'5 MILES NORTH OF WISCONSIN RAPIDS
 PN0484
 PN0484                          STATION RECOVERY (1994)
 PN0484
 PN0484'RECOVERY NOTE BY US POWER SQUADRON 1994
 PN0484'RECOVERED IN GOOD CONDITION.
 PN0484
 PN0484                          STATION RECOVERY (2003)
 PN0484
 PN0484'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PN0484'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0485 ***********************************************************************
 PN0485  DESIGNATION -  GOOD RM 1
 PN0485  PID         -  PN0485
 PN0485  STATE/COUNTY-  WI/WOOD
 PN0485  USGS QUAD   -  VESPER (1984)
 PN0485
 PN0485                         *CURRENT SURVEY CONTROL
 PN0485  ___________________________________________________________________
 PN0485* NAD 83(1986)-  44 26 32.     (N)    089 53 43.     (W)     SCALED    
 PN0485* NAVD 88     -       327.11   (+/-2cm)    1073.2    (feet)  VERTCON   
 PN0485  ___________________________________________________________________
 PN0485  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 PN0485
 PN0485  VERT ORDER  -  THIRD (See Below)
 PN0485
 PN0485.The horizontal coordinates were scaled from a topographic map and have
 PN0485.an estimated accuracy of +/- 6 seconds.
 PN0485
 PN0485.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN0485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN0485.The vertical order pertains to the NGVD 29 superseded value.
 PN0485
 PN0485.The geoid height was determined by GEOID03.
 PN0485
 PN0485;                    North         East    Units  Estimated Accuracy
 PN0485;SPC WI C     -    67,660.      608,340.      MT  (+/- 180 meters Scaled)
 PN0485
 PN0485                          SUPERSEDED SURVEY CONTROL
 PN0485
 PN0485  NGVD 29 (09/01/04)  327.13   (m)         1073.3    (f) RESET       3  
 PN0485
 PN0485.Superseded values are not recommended for survey control.
 PN0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0485.See file dsdata.txt to determine how the superseded data were derived.
 PN0485
 PN0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ696250(NAD 83)
 PN0485_MARKER: DR = REFERENCE MARK DISK
 PN0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0485_STAMPING: GOOD 1921 NO 1 1973
 PN0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0485+STABILITY: SURFACE MOTION
 PN0485
 PN0485  HISTORY     - Date     Condition        Report By
 PN0485  HISTORY     - 1973     MONUMENTED       NGS
 PN0485  HISTORY     - 19940430 POOR             USPSQD
 PN0485
 PN0485                          STATION DESCRIPTION
 PN0485
 PN0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PN0485'5 MI N FROM WISCONSIN RAPIDS.
 PN0485'3.15 MILES NORTHWEST ALONG BONOW AVE. FROM ITS INTERSECTION WITH
 PN0485'4TH AVE NORTH AT THE NORTH EDGE OF WISCONSIN RAPIDS, THENCE WEST
 PN0485'1.5 MILES ON PAVED ROAD TO A T-ROAD, THENCE NORTH ON GRAVELED
 PN0485'ROAD FOR 0.3 MILES TO RAILROAD CROSSING AND THE MARK, 146 FEET
 PN0485'NORTH OF THE NORTHEAST RAIL OF RAILROAD, 26 FEET EAST OF THE
 PN0485'CENTERLINE OF THE ROAD AND SET IN THE TOP OF A ROUND CONCRETE POST
 PN0485'PROJECTING ABOUT 4 INCHES.
 PN0485
 PN0485                          STATION RECOVERY (1994)
 PN0485
 PN0485'RECOVERY NOTE BY US POWER SQUADRON 1994
 PN0485'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0486 ***********************************************************************
 PN0486  DESIGNATION -  GOOD RM 2
 PN0486  PID         -  PN0486
 PN0486  STATE/COUNTY-  WI/WOOD
 PN0486  USGS QUAD   -  VESPER (1984)
 PN0486
 PN0486                         *CURRENT SURVEY CONTROL
 PN0486  ___________________________________________________________________
 PN0486* NAD 83(1986)-  44 26 32.     (N)    089 53 43.     (W)     SCALED    
 PN0486* NAVD 88     -       327.11   (+/-2cm)    1073.2    (feet)  VERTCON   
 PN0486  ___________________________________________________________________
 PN0486  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 PN0486
 PN0486  VERT ORDER  -  THIRD (See Below)
 PN0486
 PN0486.The horizontal coordinates were scaled from a topographic map and have
 PN0486.an estimated accuracy of +/- 6 seconds.
 PN0486
 PN0486.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN0486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN0486.The vertical order pertains to the NGVD 29 superseded value.
 PN0486
 PN0486.The geoid height was determined by GEOID03.
 PN0486
 PN0486;                    North         East    Units  Estimated Accuracy
 PN0486;SPC WI C     -    67,660.      608,340.      MT  (+/- 180 meters Scaled)
 PN0486
 PN0486                          SUPERSEDED SURVEY CONTROL
 PN0486
 PN0486  NGVD 29 (09/01/04)  327.12   (m)         1073.2    (f) RESET       3  
 PN0486
 PN0486.Superseded values are not recommended for survey control.
 PN0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0486.See file dsdata.txt to determine how the superseded data were derived.
 PN0486
 PN0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ696250(NAD 83)
 PN0486_MARKER: DR = REFERENCE MARK DISK
 PN0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0486_STAMPING: GOOD 1921 NO 2 1973
 PN0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0486+STABILITY: SURFACE MOTION
 PN0486
 PN0486  HISTORY     - Date     Condition        Report By
 PN0486  HISTORY     - 1973     MONUMENTED       NGS
 PN0486  HISTORY     - 19940430 GOOD             USPSQD
 PN0486
 PN0486                          STATION DESCRIPTION
 PN0486
 PN0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PN0486'5 MI NW FROM WISCONSIN RAPIDS.
 PN0486'3.15 MILES NORTHWEST ALONG BONOW AVE. FROM ITS INTERSECTION WITH
 PN0486'4TH AVE. NORTH (STATE HIGHWAY 34) AT THE NORTH EDGE OF WISCONSIN
 PN0486'RAPIDS, THENCE WEST ON PAVED ROAD FOR 1.5 MILES TO A T-ROAD,
 PN0486'THENCE NORTH 0.3 MILE ON GRAVELED ROAD TO A RAILROAD CROSSING
 PN0486'AND THE MARK ON THE LEFT, 44 FEET NORTHEAST OF THE NORTHEAST RAIL
 PN0486'OF THE RAILROAD, 52 FEET WEST OF THE CENTERLINE OF THE ROAD, 3
 PN0486'FEET SOUTH OF A FENCE AND SET IN THE TOP OF A ROUND CONCRETE
 PN0486'POST PROJECTING 5 INCHES.
 PN0486
 PN0486                          STATION RECOVERY (1994)
 PN0486
 PN0486'RECOVERY NOTE BY US POWER SQUADRON 1994
 PN0486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0845 ***********************************************************************
 RM0845  DESIGNATION -  GOOSE
 RM0845  PID         -  RM0845
 RM0845  STATE/COUNTY-  WI/DOUGLAS
 RM0845  USGS QUAD   -  CHITTAMO NE (1971)
 RM0845
 RM0845                         *CURRENT SURVEY CONTROL
 RM0845  ___________________________________________________________________
 RM0845* NAD 83(1991)-  46 14 12.45789(N)    091 35 12.12003(W)     ADJUSTED  
 RM0845* NAVD 88     -       354.     (meters)    1161.     (feet)  SCALED    
 RM0845  ___________________________________________________________________
 RM0845  LAPLACE CORR-          -7.67  (seconds)                    DEFLEC99
 RM0845  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 RM0845
 RM0845  HORZ ORDER  -  THIRD
 RM0845
 RM0845.The horizontal coordinates were established by classical geodetic methods
 RM0845.and adjusted by the National Geodetic Survey in March 1999..
 RM0845
 RM0845.The orthometric height was scaled from a topographic map.
 RM0845
 RM0845.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0845
 RM0845.The geoid height was determined by GEOID03.
 RM0845
 RM0845;                    North         East     Units Scale Factor Converg.
 RM0845;SPC WI N     -   120,161.274   477,629.092   MT  0.99994607   -1 08 40.6
 RM0845;SPC WI N     -   394,229.11  1,567,021.45   sFT  0.99994607   -1 08 40.6
 RM0845;UTM  15      - 5,121,328.149   608,966.859   MT  0.99974596   +1 01 14.9
 RM0845
 RM0845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0845!SPC WI N     -   0.99994883  x   0.99994607  =   0.99989491
 RM0845!UTM  15      -   0.99994883  x   0.99974596  =   0.99969481
 RM0845
 RM0845|---------------------------------------------------------------------|
 RM0845| PID    Reference Object                     Distance      Geod. Az  |
 RM0845|                                                           dddmmss.s |
 RM0845| CJ2567 GOOSE RM 1                           26.287 METERS 14229     |
 RM0845| CJ2568 GOOSE RM 2                           24.710 METERS 21738     |
 RM0845| CJ2566 GOOSE AZ MK                                        2675904.7 |
 RM0845|---------------------------------------------------------------------|
 RM0845
 RM0845                          SUPERSEDED SURVEY CONTROL
 RM0845
 RM0845  NAD 83(1991)-  46 14 12.45687(N)    091 35 12.11929(W) AD(       ) 3
 RM0845  NAD 83(1986)-  46 14 12.45155(N)    091 35 12.11608(W) AD(       ) 3
 RM0845  NAD 27      -  46 14 12.65200(N)    091 35 11.43500(W) AD(       ) 3
 RM0845
 RM0845.Superseded values are not recommended for survey control.
 RM0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0845.See file dsdata.txt to determine how the superseded data were derived.
 RM0845
 RM0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM0896721328(NAD 83)
 RM0845_MARKER: DS = TRIANGULATION STATION DISK
 RM0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0845
 RM0845  HISTORY     - Date     Condition        Report By
 RM0845  HISTORY     - 1953     MONUMENTED       CGS
 RM0845  HISTORY     - 1958     GOOD             USGS
 RM0845
 RM0845                          STATION DESCRIPTION
 RM0845
 RM0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 RM0845'STATION IS LOCATED ABOUT 10 MILES EAST OF GORDON AND 12 MILES
 RM0845'SOUTHEAST OF SOLON SPRINGS AND 1/2 MILE NORTH OF GOOSE LAKE.
 RM0845'STATION IS 29 FEET NORTH OF A TRIANGLE BLAZED POPLAR TREE
 RM0845'AND 39 FEET NORTH OF CENTER OF ROAD.  THE MARK PROJECTS ABOUT
 RM0845'4 INCHES AND THE DISK IS STAMPED GOOSE 1953.
 RM0845'
 RM0845'REFERENCE MARK NO. 1 IS 7 FEET WEST OF A POWER LINE POLE AND 19
 RM0845'FEET SOUTH OF CENTER OF ROAD.  THE MARK PROJECTS ABOUT 4 INCHES
 RM0845'AND THE DISK IS STAMPED GOOSE NO 1 1953.
 RM0845'
 RM0845'REFERENCE MARK NO. 2 IS 17 FEET SOUTH OF CENTER OF ROAD.  THE
 RM0845'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED GOOSE
 RM0845'NO 2 1953.
 RM0845'
 RM0845'AZIMUTH MARK IS 25 FEET SOUTH OF CENTER OF ROAD AND 22 FEET
 RM0845'WEST OF POWER LINE POLE.  THE MARK PROJECTS ABOUT 4 INCHES AND
 RM0845'THE DISK IS STAMPED GOOSE 1953.
 RM0845'
 RM0845'TO REACH THE STATION FROM THE JUNCTION OF U.S. ROUTE 53 AND
 RM0845'COUNTY ROUTE Y IN GORDON GO EAST ON COUNTY ROUTE Y FOR 0.3
 RM0845'MILE TO JUNCTION OF COUNTY ROUTE G (JUST EAST OF THE UNDERPASS)
 RM0845'KEEP LEFT ON COUNTY ROUTE Y FOR 10.1 MILES TO CROSSROAD,
 RM0845'TURN RIGHT AND GO SOUTH FOR 1.55 MILES TO A T ROAD (TURN
 RM0845'RIGHT AND GO WEST FOR 0.05 MILE TO AZIMUTH MARK ON LEFT)
 RM0845'TURN LEFT AND GO EAST 0.25 MILE TO STATION ON LEFT.
 RM0845'
 RM0845'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 RM0845
 RM0845                          STATION RECOVERY (1958)
 RM0845
 RM0845'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 RM0845'STATION FOUND IN GOOD CONDITION.  R.M. 2 FOUND LYING AT SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB8444 ***********************************************************************
 AB8444  DESIGNATION -  GOOSE LAKE
 AB8444  PID         -  AB8444
 AB8444  STATE/COUNTY-  WI/BURNETT
 AB8444  USGS QUAD   -  MC KENZIE LAKE (1982)
 AB8444
 AB8444                         *CURRENT SURVEY CONTROL
 AB8444  ___________________________________________________________________
 AB8444* NAD 83(1997)-  45 58 36.05311(N)    092 04 13.58419(W)     ADJUSTED  
 AB8444* NAVD 88     -       307.4    (meters)    1009.     (feet)  GPS OBS   
 AB8444  ___________________________________________________________________
 AB8444  X           -    -160,422.599 (meters)                     COMP
 AB8444  Y           -  -4,437,480.178 (meters)                     COMP
 AB8444  Z           -   4,563,648.267 (meters)                     COMP
 AB8444  LAPLACE CORR-          -8.27  (seconds)                    DEFLEC99
 AB8444  ELLIP HEIGHT-         280.34  (meters)          (01/30/03) GPS OBS
 AB8444  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AB8444
 AB8444  HORZ ORDER  -  FIRST
 AB8444  ELLP ORDER  -  FOURTH    CLASS I
 AB8444
 AB8444.The horizontal coordinates were established by GPS observations
 AB8444.and adjusted by the National Geodetic Survey in January 2003..
 AB8444
 AB8444.The orthometric height was determined by GPS observations and a
 AB8444.high-resolution geoid model.
 AB8444
 AB8444.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8444
 AB8444.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8444
 AB8444.The ellipsoidal height was determined by GPS observations
 AB8444.and is referenced to NAD 83.
 AB8444
 AB8444.The geoid height was determined by GEOID03.
 AB8444
 AB8444;                    North         East     Units Scale Factor Converg.
 AB8444;SPC WI N     -    92,119.133   439,575.573   MT  0.99995088   -1 29 36.8
 AB8444;SPC WI N     -   302,227.52  1,442,174.19   sFT  0.99995088   -1 29 36.8
 AB8444;UTM  15      - 5,091,876.681   572,008.105   MT  0.99966374   +0 40 06.4
 AB8444
 AB8444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8444!SPC WI N     -   0.99995605  x   0.99995088  =   0.99990694
 AB8444!UTM  15      -   0.99995605  x   0.99966374  =   0.99961981
 AB8444
 AB8444                          SUPERSEDED SURVEY CONTROL
 AB8444
 AB8444  NAD 83(1991)-  45 58 36.05276(N)    092 04 13.58191(W) AD(       ) 1
 AB8444  ELLIP H (12/09/96)  280.37   (m)                       GP(       ) 4 1
 AB8444
 AB8444.Superseded values are not recommended for survey control.
 AB8444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8444.See file dsdata.txt to determine how the superseded data were derived.
 AB8444
 AB8444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7200891877(NAD 83)
 AB8444_MARKER: DD = SURVEY DISK
 AB8444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8444_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8444+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AB8444
 AB8444  HISTORY     - Date     Condition        Report By
 AB8444  HISTORY     - 1992     MONUMENTED       WI-013
 AB8444
 AB8444                          STATION DESCRIPTION
 AB8444
 AB8444'DESCRIBED BY BURNETT COUNTY WISCONSIN 1992
 AB8444'THE STATION IS LOCATED 11.3MI NORTHWEST OF THE INTERSECTION OF STATE
 AB8444'HIGHWAY 70 AND THE BURNETT AND WASHBURN COUNTY LINE (ALSO COUNTY LINE
 AB8444'ROAD) , 20.0 MI (32.2 KM) NORTHEAST OF THE VILLAGE OF SIREN, 2.8 MI
 AB8444'(4.5 KM) NORTHEAST OF THE INTERSECTION OF COUNTY ROADS A AND H, NORTH
 AB8444'OF GOOSE LAKE, IN THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER,
 AB8444'SECTION 2, T40N, R14W, TOWN OF SCOTT.  TO REACH THE STATION FROM THE
 AB8444'INTERSECTION OF COUNTY ROADS A AND H GO NORTH ALONG COUNTY ROAD H 2.0
 AB8444'MI (3.2 KM) TO KESSLER ROAD, GO EAST ALONG KESSLER ROAD 1.8 MI, (2.9
 AB8444'KM) TO THE STATION LOCATED 64 FEET (19.5 M) SOUTH OF KESSLER ROAD IN
 AB8444'CLEARING.  FIBERGLASS WITNESS POST SET ON NORTH SIDE OF STATION.  THE
 AB8444'STATION MARKER IS SET IN A 20 CM ROUND CONCRETE MONUMENT 9 CM BELOW
 AB8444'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0700 ***********************************************************************
 PO0700  DESIGNATION -  GORDER
 PO0700  PID         -  PO0700
 PO0700  STATE/COUNTY-  WI/BUFFALO
 PO0700  USGS QUAD   -  WINONA WEST (1993)
 PO0700
 PO0700                         *CURRENT SURVEY CONTROL
 PO0700  ___________________________________________________________________
 PO0700* NAD 83(1991)-  44 04 34.32765(N)    091 37 40.68029(W)     ADJUSTED  
 PO0700* NAVD 88     -       369.     (meters)    1211.     (feet)  SCALED    
 PO0700  ___________________________________________________________________
 PO0700  LAPLACE CORR-          -5.37  (seconds)                    DEFLEC99
 PO0700  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 PO0700
 PO0700  HORZ ORDER  -  SECOND
 PO0700
 PO0700.The horizontal coordinates were established by classical geodetic methods
 PO0700.and adjusted by the National Geodetic Survey in March 1999..
 PO0700
 PO0700.The orthometric height was scaled from a topographic map.
 PO0700
 PO0700.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0700
 PO0700.The geoid height was determined by GEOID03.
 PO0700
 PO0700;                    North         East     Units Scale Factor Converg.
 PO0700;SPC WI C     -    28,294.541   469,598.078   MT  1.00003739   -1 08 55.2
 PO0700;SPC WI C     -    92,829.67  1,540,673.03   sFT  1.00003739   -1 08 55.2
 PO0700;SPC MN S     -   222,335.205   989,971.815   MT  0.99994942   +1 39 45.4
 PO0700;UTM  15      - 4,881,251.595   609,861.015   MT  0.99974844   +0 57 16.2
 PO0700
 PO0700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0700!SPC WI C     -   0.99994694  x   1.00003739  =   0.99998433
 PO0700!SPC MN S     -   0.99994694  x   0.99994942  =   0.99989637
 PO0700!UTM  15      -   0.99994694  x   0.99974844  =   0.99969540
 PO0700
 PO0700:                Primary Azimuth Mark                     Grid Az
 PO0700:SPC WI C     -  WINONA SPIRE                             176 22 47.4
 PO0700:SPC MN S     -  WINONA SPIRE                             173 34 06.8
 PO0700:UTM  15      -  WINONA SPIRE                             174 16 36.0
 PO0700
 PO0700|---------------------------------------------------------------------|
 PO0700| PID    Reference Object                     Distance      Geod. Az  |
 PO0700|                                                           dddmmss.s |
 PO0700| CJ5519 WINONA SPIRE                                       1751352.2 |
 PO0700|---------------------------------------------------------------------|
 PO0700
 PO0700                          SUPERSEDED SURVEY CONTROL
 PO0700
 PO0700  NAD 83(1991)-  44 04 34.32096(N)    091 37 40.67731(W) AD(       ) 2
 PO0700  NAD 83(1986)-  44 04 34.31571(N)    091 37 40.67584(W) AD(       ) 2
 PO0700  NAD 27      -  44 04 34.45100(N)    091 37 40.14300(W) AD(       ) 2
 PO0700
 PO0700.Superseded values are not recommended for survey control.
 PO0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0700.See file dsdata.txt to determine how the superseded data were derived.
 PO0700
 PO0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ0986181252(NAD 83)
 PO0700_MARKER: P = PIPE CAP
 PO0700_SETTING: 0 = UNSPECIFIED SETTING
 PO0700
 PO0700  HISTORY     - Date     Condition        Report By
 PO0700  HISTORY     - 1931     MONUMENTED       MRC
 PO0700  HISTORY     - 1931     GOOD             CGS
 PO0700  HISTORY     - 1975     POOR             MNDT
 PO0700  HISTORY     - 1976     GOOD             NGS
 PO0700
 PO0700                          STATION DESCRIPTION
 PO0700
 PO0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 PO0700'DIRECTLY OPPOSITE WINONA, ABOUT THREE-FOURTHS MILE NORTHWEST OF
 PO0700'BLUFF SIDING, NEAR LINE BETWEEN PROPERTY OF MARTIN P. JENNEY
 PO0700'AND MRS. SIMON, ABOUT 140 METERS (459 FEET) TOWARD RIVER FROM
 PO0700'SMALL WHITE FRAME HOUSE, 150 METERS (492 FEET) EAST OF NORTHWEST
 PO0700'CORNER OF SEC. 36, T. 19 N., R. 11 W., ABOUT 150 METERS (492
 PO0700'FEET) BACK FROM CREST OF BLUFF, JUST ABOVE HIGHEST POINT OF
 PO0700'GROUND IN FENCE LINE, 20 METERS (66 FEET) BELOW
 PO0700'PROLONGATION OF CENTER LINE OF CHICAGO AND NORTH WESTERN
 PO0700'RAILWAY BRIDGE OVER MISSISSIPPI RIVER, AND 0.5 METER (2 FEET)
 PO0700'TOWARD RIVER FROM FENCE LINE AT BASE OF BLAZED FENCE POST.
 PO0700'TO REACH FROM WINONA, CROSS MISSISSIPPI RIVER, FOLLOW
 PO0700'ROUTES 35 AND 54 SOUTH TO COUNTY ROUTE M, TURN RIGHT ONTO
 PO0700'ROUTE M, CONTINUE 1.3 MILES TO ROAD ON LEFT LEADING
 PO0700'DOWN ALONGSIDE OF VALLEY, FOLLOW LEFT ROAD 2.0 MILES, TURN
 PO0700'LEFT WITH MAIN-TRAVELED ROAD, AND FOLLOW TO ROAD ON
 PO0700'LEFT ALONG CORNFIELD JUST BEFORE REACHING END OF MAIN ROAD.
 PO0700'FOLLOW THIS ROAD TO SMALL WHITE HOUSE MENTIONED ABOVE AND
 PO0700'CONTINUE TO STATION SITE.  MARKED BY STANDARD MARK OF
 PO0700'MISSISSIPPI RIVER COMMISSION, BRASS CAP ON STEEL PIPE ABOVE
 PO0700'AND COPPER BOLT IN TILE BELOW.  TOP OF PIPE
 PO0700'PROJECTS 15 INCHES ABOVE GROUND.  BEARING FROM STATION TO
 PO0700'WINONA, CATHOLIC CHURCH, RED SPIRE, IS S 04 DEG 45 MIN E.
 PO0700
 PO0700                          STATION RECOVERY (1975)
 PO0700
 PO0700'RECOVERY NOTE BY MN DEPT OF TRANSP 1975 (RD)
 PO0700'THE SURFACE STATION MARK WAS RECOVERED IN A DISTURBED CONDITION
 PO0700'AS IT APPEARS TO HAVE BEEN HIT AND MOVED NORTHERLY.  THE
 PO0700'UNDERGROUND MARK WAS NOT SEARCHED FOR.  THE MARK IS 5.0 FEET
 PO0700'EAST OF A STEEL WITNESS POST AND IT PROJECTS 1.5 FEET ABOVE THE
 PO0700'SURFACE OF THE GROUND.
 PO0700'
 PO0700'A NEW TO REACH FOLLOWS--TO REACH THE STATION FROM THE WEST
 PO0700'JUNCTION OF TRUNK HIGHWAY 54 AND TRUNK HIGHWAY 35, GO EASTERLY
 PO0700'ON TRUNK HIGHWAY 35 FOR 0.1 MILE TO BUFFALO COUNTY ROAD M, NEAR
 PO0700'BLUFF SIDING, TURN LEFT AND GO NORTHERLY ON COUNTY ROAD M FOR
 PO0700'1.4 MILES TO A ROAD ON THE LEFT, TURN LEFT AND GO NORTHWESTERLY,
 PO0700'WESTERLY, AND SOUTHERLY FOR 0.9 MILE TO A FARM ENTRANCE, TURN
 PO0700'LEFT AND GO EASTERLY AND SOUTHERLY ALONG THE WEST SIDE OF THE
 PO0700'FARM BUILDINGS, CONTINUE SOUTHERLY AND SOUTHEASTERLY FOR 0.7
 PO0700'MILE TO AND THROUGH AN ABONDONED FARM TO AN OPEN FIELD ON THE
 PO0700'SOUTH SIDE OF AN ORCHARD AND THE STATION.
 PO0700'
 PO0700'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PO0700'0.75 MILES NORTHWEST OF BLUFF SIDING.
 PO0700
 PO0700                          STATION RECOVERY (1976)
 PO0700
 PO0700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DAH)
 PO0700'THE STATION WAS RECOVERED IN FAIR CONDITION.  A NEW TO-REACH
 PO0700'FOLLOWS--
 PO0700'
 PO0700'FROM THE JUNCTION OF U.S. 35 AND STATE ROUTE M GO NORTH AND WEST
 PO0700'ON M 2.5 MILES TO A GRAVEL ROAD, TURN LEFT AND GO SOUTH 1.15
 PO0700'MILES TO A GRAVEL ROAD, TURN LEFT AND GO 0.05 MILE TO A FARM ROAD
 PO0700'JUST BEFORE A SHED, GO SOUTH ON THE FARM ROAD 1.5 MILES TO A
 PO0700'FORK AT THE EDGE OF AN APPLE ORCHARD, TAKE THE RIGHT FORK AND GO
 PO0700'1.1 MILES AROUND THE PERIMETER OF THE ORCHARD TO THE STATION ON
 PO0700'THE RIGHT.  NOTE--THE STATION IS SLIGHTLY LOOSE IN THE GROUND
 PO0700'AND SHOULD BE USED WITH CAUTION.
 PO0700'
 PO0700'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PO0700'0.75 MILE NW OF BLUFF SIDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0299 ***********************************************************************
 RM0299  DESIGNATION -  GORDON
 RM0299  PID         -  RM0299
 RM0299  STATE/COUNTY-  WI/DOUGLAS
 RM0299  USGS QUAD   -  GORDON (1982)
 RM0299
 RM0299                         *CURRENT SURVEY CONTROL
 RM0299  ___________________________________________________________________
 RM0299* NAD 83(1986)-  46 14 43.     (N)    091 47 44.     (W)     SCALED    
 RM0299* NAVD 88     -       315.176  (meters)    1034.04   (feet)  ADJUSTED  
 RM0299  ___________________________________________________________________
 RM0299  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 RM0299  DYNAMIC HT  -         315.208 (meters)    1034.14  (feet)  COMP
 RM0299  MODELED GRAV-     980,706.7   (mgal)                       NAVD 88
 RM0299
 RM0299  VERT ORDER  -  FIRST     CLASS II
 RM0299
 RM0299.The horizontal coordinates were scaled from a topographic map and have
 RM0299.an estimated accuracy of +/- 6 seconds.
 RM0299
 RM0299.The orthometric height was determined by differential leveling
 RM0299.and adjusted by the National Geodetic Survey in June 1991..
 RM0299
 RM0299.The geoid height was determined by GEOID03.
 RM0299
 RM0299.The dynamic height is computed by dividing the NAVD 88
 RM0299.geopotential number by the normal gravity value computed on the
 RM0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0299.degrees latitude (g = 980.6199 gals.).
 RM0299
 RM0299.The modeled gravity was interpolated from observed gravity values.
 RM0299
 RM0299;                    North         East    Units  Estimated Accuracy
 RM0299;SPC WI N     -   121,450.      461,550.      MT  (+/- 180 meters Scaled)
 RM0299
 RM0299                          SUPERSEDED SURVEY CONTROL
 RM0299
 RM0299  NGVD 29 (??/??/92)  315.25   (m)         1034.3    (f) COMPUTED    1 2
 RM0299
 RM0299.Superseded values are not recommended for survey control.
 RM0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0299.See file dsdata.txt to determine how the superseded data were derived.
 RM0299
 RM0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM928220(NAD 83)
 RM0299_MARKER: Z = SEE DESCRIPTION
 RM0299_SETTING: 0 = UNSPECIFIED SETTING
 RM0299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RM0299
 RM0299  HISTORY     - Date     Condition        Report By
 RM0299  HISTORY     - 1921     MONUMENTED       CGS
 RM0299  HISTORY     - 1922     GOOD             NGS
 RM0299  HISTORY     - 1958     GOOD             USGS
 RM0299
 RM0299                          STATION DESCRIPTION
 RM0299
 RM0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1922
 RM0299'0.2 MI NW FROM GORDON.
 RM0299'STATION IS LOCATED AT GORDON, ABOUT 180 METERS NORTH OF THE DEPOT
 RM0299'OF THE M.ST.P. AND S. STE. MARIE RY., 50 METERS SOUTH OF NORTH END
 RM0299'OF FIRST CURVE, NORTH OF SAID DEPOT, 125 METERS SOUTH OF MILEPOST
 RM0299'421, 100 METERS NORTH OF RAILWAY OVERHEAD BRIDGE K 420 H.  IT IS
 RM0299'9.06 M. WEST OF WEST RAIL.
 RM0299
 RM0299                          STATION RECOVERY (1958)
 RM0299
 RM0299'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 RM0299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0412 ***********************************************************************
 RM0412  DESIGNATION -  GORDON
 RM0412  PID         -  RM0412
 RM0412  STATE/COUNTY-  WI/DOUGLAS
 RM0412  USGS QUAD   -  GORDON (1982)
 RM0412
 RM0412                         *CURRENT SURVEY CONTROL
 RM0412  ___________________________________________________________________
 RM0412* NAD 83(1991)-  46 14 41.26467(N)    091 48 27.54314(W)     ADJUSTED  
 RM0412* NAVD 88     -       339.982  (meters)    1115.42   (feet)  ADJUSTED  
 RM0412  ___________________________________________________________________
 RM0412  LAPLACE CORR-          -6.33  (seconds)                    DEFLEC99
 RM0412  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 RM0412  DYNAMIC HT  -         340.017 (meters)    1115.54  (feet)  COMP
 RM0412  MODELED GRAV-     980,707.4   (mgal)                       NAVD 88
 RM0412
 RM0412  HORZ ORDER  -  FIRST
 RM0412  VERT ORDER  -  FIRST     CLASS II
 RM0412
 RM0412.The horizontal coordinates were established by classical geodetic methods
 RM0412.and adjusted by the National Geodetic Survey in March 1999..
 RM0412
 RM0412.The orthometric height was determined by differential leveling
 RM0412.and adjusted by the National Geodetic Survey in June 1991..
 RM0412
 RM0412.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0412
 RM0412.The geoid height was determined by GEOID03.
 RM0412
 RM0412.The dynamic height is computed by dividing the NAVD 88
 RM0412.geopotential number by the normal gravity value computed on the
 RM0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0412.degrees latitude (g = 980.6199 gals.).
 RM0412
 RM0412.The modeled gravity was interpolated from observed gravity values.
 RM0412
 RM0412;                    North         East     Units Scale Factor Converg.
 RM0412;SPC WI N     -   121,414.567   460,611.723   MT  0.99994625   -1 18 14.4
 RM0412;SPC WI N     -   398,340.96  1,511,190.29   sFT  0.99994625   -1 18 14.4
 RM0412;UTM  15      - 5,121,937.440   591,918.071   MT  0.99970386   +0 51 40.7
 RM0412
 RM0412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0412!SPC WI N     -   0.99995094  x   0.99994625  =   0.99989719
 RM0412!UTM  15      -   0.99995094  x   0.99970386  =   0.99965481
 RM0412
 RM0412|---------------------------------------------------------------------|
 RM0412| PID    Reference Object                     Distance      Geod. Az  |
 RM0412|                                                           dddmmss.s |
 RM0412| RM0849 GORDON LOOKOUT TOWER                 12.428 METERS 06445     |
 RM0412| RM0411 GORDON RM 1                          35.665 METERS 08405     |
 RM0412| RM0410 GORDON AZ MK                                       0924848.3 |
 RM0412| RM0413 GORDON RM 2                          32.525 METERS 21931     |
 RM0412|---------------------------------------------------------------------|
 RM0412
 RM0412                          SUPERSEDED SURVEY CONTROL
 RM0412
 RM0412  NAD 83(1991)-  46 14 41.26224(N)    091 48 27.54234(W) AD(       ) 1
 RM0412  NAD 83(1986)-  46 14 41.25709(N)    091 48 27.53901(W) AD(       ) 1
 RM0412  NAD 27      -  46 14 41.46300(N)    091 48 26.86800(W) AD(       ) 1
 RM0412  NGVD 29 (07/19/86)  338.8    (m)         1112.     (f) VERT ANG       
 RM0412
 RM0412.Superseded values are not recommended for survey control.
 RM0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0412.See file dsdata.txt to determine how the superseded data were derived.
 RM0412
 RM0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM9191821937(NAD 83)
 RM0412_MARKER: DS = TRIANGULATION STATION DISK
 RM0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0412_SP_SET: CONCRETE POST
 RM0412_STAMPING: GORDON 1953
 RM0412_PROJECTION: RECESSED 3 CENTIMETERS
 RM0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0412+STABILITY: SURFACE MOTION
 RM0412
 RM0412  HISTORY     - Date     Condition        Report By
 RM0412  HISTORY     - 1953     MONUMENTED       CGS
 RM0412  HISTORY     - 1974     GOOD             NGS
 RM0412  HISTORY     - 1979     GOOD             NGS
 RM0412
 RM0412                          STATION DESCRIPTION
 RM0412
 RM0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 RM0412'THE STATION IS LOCATED ABOUT 10 MILES NORTH OF MINONG, 1/4
 RM0412'MILE WEST OF THE VILLAGE OF GORDON, ON PROMINENT KNOLL AND JUST
 RM0412'SOUTHWEST OF THE GORDON LOOKOUT TOWER WHICH CAN BE SEEN
 RM0412'FROM THE TOWN OF GORDON.  IT IS 44 FEET NORTH OF THE CENTERLINE
 RM0412'OF A DRIVEWAY, 26 FEET SOUTHWEST OF THE SOUTHWEST LEG OF
 RM0412'LOOKOUT TOWER AND 13 FEET NORTHEAST OF A WITNESS POST.  THE
 RM0412'MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 RM0412'IS STAMPED GORDON 1953.
 RM0412'
 RM0412'REFERENCE MARK NO. 1 IS 70 FEET SOUTHEAST OF THE NORTHEAST
 RM0412'LEG OF LOOKOUT TOWER.  THE MARK IS FLUSH WITH THE SURFACE
 RM0412'OF THE GROUND AND THE DISK IS STAMPED GORDON NO 1 1953.
 RM0412'
 RM0412'REFERENCE MARK NO. 2 IS 32 FEET NORTHEAST OF A 12 INCH PINE
 RM0412'TREE WITH A TRIANGLE BLAZE AND 21 FEET SOUTH-SOUTHEAST OF A
 RM0412'12 INCH PINE TREE WITH A TRIANGLE BLAZE.  THE MARK PROJECTS
 RM0412'ABOUT 6 INCHES AND THE DISK IS STAMPED GORDON NO 2 1953.
 RM0412'
 RM0412'AZIMUTH MARK IS 48 FEET WEST OF THE CENTERLINE OF HIGHWAY 53,
 RM0412'36 FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 23 FEET
 RM0412'SOUTH OF THE CENTERLINE OF COUNTY ROUTE Y, AND 1.5 FEET
 RM0412'WEST OF A WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES
 RM0412'AND THE DISK IS STAMPED GORDON 1953.
 RM0412'
 RM0412'GORDON LOOKOUT TOWER IS A 4 LEGGED STEEL STRUCTURE ABOUT 120
 RM0412'FEET HIGH AND HAS A GLASS ENCLOSED OBSERVATION PLATFORM AT
 RM0412'THE TOP.  THE POINT INTERSECTED WAS THE TOP OF THE PLATFORM
 RM0412'AND THE POINT MEASURED TO WAS THE CENTER OF THE BASE OF THE
 RM0412'TOWER.
 RM0412'
 RM0412'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 53 AND COUNTY
 RM0412'ROUTE Y IN THE VILLAGE OF GORDON, (THE AZIMUTH MARK IS IN THE
 RM0412'SOUTHWEST ANGLE OF THIS INTERSECTION) GO WEST ON COUNTY ROUTE
 RM0412'Y FOR 0.35 MILE TO THE TOP OF HILL, TURN RIGHT ABOUT 200 FEET
 RM0412'TO THE GORDON LOOKOUT TOWER AND THE STATION.
 RM0412'
 RM0412'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 RM0412
 RM0412                          STATION RECOVERY (1974)
 RM0412
 RM0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JLC)
 RM0412'NO MEASUREMENT BETWEEN R.M.S DUE TO TREES AND BRUSH ON LINE.
 RM0412'
 RM0412'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 RM0412'MARK WERE RECOVERED IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION
 RM0412'FOLLOWS.
 RM0412'
 RM0412'THE STATION IS LOCATED ABOUT 10 MILES NORTH OF MINONG AND 1/4
 RM0412'MILE WEST OF GORDON ON STATE OWNED PROPERTY.  IT IS IN THE NW
 RM0412'1/4 SEC 1, T43N, R12W.
 RM0412'
 RM0412'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 53 AND
 RM0412'COUNTY ROAD Y IN GORDON, (THE AZIMUTH MARK IS IN THE SOUTHWEST
 RM0412'ANGLE OF THIS INTERSECTION), GO WEST ON COUNTY ROAD Y FOR 0.2
 RM0412'MILE TO WHERE COUNTY ROAD Y MAKES A RIGHT TURN.  CONTINUE
 RM0412'AHEAD ON A PAVED ROAD FOR 0.15 MILE TO THE TOP OF HILL, TURN
 RM0412'RIGHT FOR 200 FEET TO THE STATION AND THE GORDON LOOKOUT TOWER.
 RM0412'
 RM0412'THE STATION MARKS ARE STANDARD DISKS STAMPED GORDON 1953, SET
 RM0412'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 RM0412'WITH THE GROUND SURFACE.  IT IS 43 FEET NORTH OF THE APPROXIMATE
 RM0412'CENTER OF A TRACK ROAD, 26.3 FEET WEST OF THE SOUTHWEST LEG
 RM0412'OF THE LOOKOUT TOWER, AND 14.2 FEET EAST OF AN 8-INCH OAK TREE.
 RM0412'
 RM0412'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GORDON NO 1 1953,
 RM0412'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 RM0412'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 42 FEET
 RM0412'EAST OF A TELEPHONE LINE POLE, 9 FEET NORTH OF THE APPROXIMATE
 RM0412'CENTER OF A TRACK ROAD, AND 6.3 FEET EAST OF AN 8-INCH OAK
 RM0412'TREE.
 RM0412'
 RM0412'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GORDON NO 2 1953,
 RM0412'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 RM0412'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 23.5 FEET
 RM0412'WEST OF A 12-INCH TWIN-TRUNKED OAK TREE AND 1.5 FEET NORTHWEST
 RM0412'OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 RM0412'
 RM0412'AZIMUTH MARK IS A STANDARD DISK STAMPED GORDON 1953, SET IN
 RM0412'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS 6
 RM0412'INCHES BELOW THE GROUND SURFACE.  IT IS 48 FEET WEST OF THE
 RM0412'CENTERLINE OF U.S. HIGHWAY 53, 22 FEET SOUTH OF THE APPROXIMATE
 RM0412'CENTER OF COUNTY ROAD Y, 4 FEET WEST OF A POWER LINE POLE, AND
 RM0412'2 FEET WEST OF A METAL WITNESS POST.
 RM0412'
 RM0412'GORDON LOOKOUT TOWER 1953 IS A 4 LEGGED STEEL STRUCTURE
 RM0412'ABOUT 120 FEET HIGH AND HAS A GLASS ENCLOSED OBSERVATION
 RM0412'PLATFORM AT THE TOP.  THE POINT MEASURED WAS THE CENTER OF THE
 RM0412'BASE OF THE TOWER AND THE POINT INTERSECTED WAS THE CENTER OF
 RM0412'THE PLATFORM AT THE TOP.
 RM0412'
 RM0412'HEIGHT OF LIGHT ABOVE STATION MARK 86.48 FEET.
 RM0412'
 RM0412'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/4 MILE
 RM0412'WEST OF GORDON.
 RM0412
 RM0412                          STATION RECOVERY (1979)
 RM0412
 RM0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RM0412'0.3 MI WEST FROM GORDON.
 RM0412'0.3 MILE WEST ALONG COUNTY ROAD Y FROM THE JUNCTION OF U.S. HIGHWAY 53
 RM0412'IN GORDON, AT AN OLD LOOKOUT TOWER, 41.5 FT. NORTHWEST OF THE
 RM0412'CENTERLINE OF A TRACK ROAD, 26.0 FT. SOUTHWEST OF THE SOUTHWEST LEG OF
 RM0412'THE TOWER, 14.2 FT. WEST-NORTHWEST OF AN 11-INCH OAK TREE.
 RM0412'THE MARK IS 1 FT BELOW THE SOUTHWEST TOWER LEG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0851 ***********************************************************************
 RM0851  DESIGNATION -  GORDON
 RM0851  PID         -  RM0851
 RM0851  STATE/COUNTY-  WI/DOUGLAS
 RM0851  USGS QUAD   -  GORDON (1982)
 RM0851
 RM0851                         *CURRENT SURVEY CONTROL
 RM0851  ___________________________________________________________________
 RM0851* NAD 83(1991)-  46 14 43.42096(N)    091 47 44.18675(W)     ADJUSTED  
 RM0851* NAVD 88     -       315.17   (+/-2cm)    1034.0    (feet)  VERTCON   
 RM0851  ___________________________________________________________________
 RM0851  LAPLACE CORR-          -6.31  (seconds)                    DEFLEC99
 RM0851  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 RM0851
 RM0851  HORZ ORDER  -  FIRST
 RM0851  VERT ORDER  -  THIRD ? (See Below)
 RM0851
 RM0851.The horizontal coordinates were established by classical geodetic methods
 RM0851.and adjusted by the National Geodetic Survey in March 1999..
 RM0851
 RM0851.The NAVD 88 height was computed by applying the VERTCON shift value to
 RM0851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RM0851.The vertical order pertains to the NGVD 29 superseded value.
 RM0851
 RM0851.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0851
 RM0851.The geoid height was determined by GEOID03.
 RM0851
 RM0851;                    North         East     Units Scale Factor Converg.
 RM0851;SPC WI N     -   121,460.061   461,541.741   MT  0.99994626   -1 17 43.1
 RM0851;SPC WI N     -   398,490.22  1,514,241.53   sFT  0.99994626   -1 17 43.1
 RM0851;UTM  15      - 5,122,018.020   592,845.482   MT  0.99970597   +0 52 12.0
 RM0851
 RM0851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0851!SPC WI N     -   0.99995483  x   0.99994626  =   0.99990109
 RM0851!UTM  15      -   0.99995483  x   0.99970597  =   0.99966081
 RM0851
 RM0851:                Primary Azimuth Mark                     Grid Az
 RM0851:SPC WI N     -  TUBIG                                    152 39 48.3
 RM0851:UTM  15      -  TUBIG                                    150 29 53.2
 RM0851
 RM0851|---------------------------------------------------------------------|
 RM0851| PID    Reference Object                     Distance      Geod. Az  |
 RM0851|                                                           dddmmss.s |
 RM0851| RM0300 TUBIG                               APPROX. 1.4 KM 1512205.2 |
 RM0851|---------------------------------------------------------------------|
 RM0851
 RM0851                          SUPERSEDED SURVEY CONTROL
 RM0851
 RM0851  NAD 83(1991)-  46 14 43.41977(N)    091 47 44.18570(W) AD(       ) 1
 RM0851  NAD 83(1986)-  46 14 43.41414(N)    091 47 44.18535(W) AD(       ) 1
 RM0851  NAD 27      -  46 14 43.62800(N)    091 47 43.50700(W) AD(       ) 1
 RM0851  NGVD 29 (07/19/86)  315.21   (m)         1034.2    (f) LEVELING    3  
 RM0851
 RM0851.Superseded values are not recommended for survey control.
 RM0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0851.See file dsdata.txt to determine how the superseded data were derived.
 RM0851
 RM0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM9284522018(NAD 83)
 RM0851_MARKER: DS = TRIANGULATION STATION DISK
 RM0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0851_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RM0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0851+STABILITY: SURFACE MOTION
 RM0851
 RM0851  HISTORY     - Date     Condition        Report By
 RM0851  HISTORY     - 1921     MONUMENTED       CGS
 RM0851
 RM0851                          STATION DESCRIPTION
 RM0851
 RM0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 RM0851'STATION IS LOCATED AT GORDON, ABOUT 180 METERS N OF THE DEPOT
 RM0851'OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY,
 RM0851'50 METERS S OF N END OF FIRST CURVE N OF SAID DEPOT, 125
 RM0851'METERS S OF MILEPOST 421, 100 METERS N OF RAILWAY OVERHEAD
 RM0851'BRIDGE K420H.  IT IS 9.06 METERS W OF W RAIL.
 RM0851'
 RM0851'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 RM0851'DISKS SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0410 ***********************************************************************
 RM0410  DESIGNATION -  GORDON AZ MK
 RM0410  PID         -  RM0410
 RM0410  STATE/COUNTY-  WI/DOUGLAS
 RM0410  USGS QUAD   -  GORDON (1982)
 RM0410
 RM0410                         *CURRENT SURVEY CONTROL
 RM0410  ___________________________________________________________________
 RM0410* NAD 83(1986)-  46 14 41.     (N)    091 48 06.     (W)     SCALED    
 RM0410* NAVD 88     -       315.918  (meters)    1036.47   (feet)  ADJUSTED  
 RM0410  ___________________________________________________________________
 RM0410  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 RM0410  DYNAMIC HT  -         315.950 (meters)    1036.58  (feet)  COMP
 RM0410  MODELED GRAV-     980,707.1   (mgal)                       NAVD 88
 RM0410
 RM0410  VERT ORDER  -  FIRST     CLASS II
 RM0410
 RM0410.The horizontal coordinates were scaled from a topographic map and have
 RM0410.an estimated accuracy of +/- 6 seconds.
 RM0410
 RM0410.The orthometric height was determined by differential leveling
 RM0410.and adjusted by the National Geodetic Survey in June 1991..
 RM0410
 RM0410.The geoid height was determined by GEOID03.
 RM0410
 RM0410.The dynamic height is computed by dividing the NAVD 88
 RM0410.geopotential number by the normal gravity value computed on the
 RM0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0410.degrees latitude (g = 980.6199 gals.).
 RM0410
 RM0410.The modeled gravity was interpolated from observed gravity values.
 RM0410
 RM0410;                    North         East    Units  Estimated Accuracy
 RM0410;SPC WI N     -   121,400.      461,070.      MT  (+/- 180 meters Scaled)
 RM0410
 RM0410                          SUPERSEDED SURVEY CONTROL
 RM0410
 RM0410.No superseded survey control is available for this station.
 RM0410
 RM0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM923219(NAD 83)
 RM0410_MARKER: DZ = AZIMUTH MARK DISK
 RM0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0410_SP_SET: CONCRETE POST
 RM0410_STAMPING: GORDON 1953
 RM0410_PROJECTION: RECESSED 15 CENTIMETERS
 RM0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0410+STABILITY: SURFACE MOTION
 RM0410
 RM0410  HISTORY     - Date     Condition        Report By
 RM0410  HISTORY     - 1953     MONUMENTED       CGS
 RM0410  HISTORY     - 1979     GOOD             NGS
 RM0410  HISTORY     - 20041201 MARK NOT FOUND   WIDT
 RM0410  HISTORY     - 20041201 MARK NOT FOUND   WIDT
 RM0410
 RM0410                          STATION DESCRIPTION
 RM0410
 RM0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RM0410'IN GORDON.
 RM0410'IN GORDON, AT THE JUNCTION OF U.S. HIGHWAY 53 AND COUNTY ROAD Y,
 RM0410'48.0 FT. WEST OF THE CENTERLINE OF THE HIGHWAY, 22.0 FT. SOUTH OF THE
 RM0410'CENTERLINE OF THE ROAD, 4.0 FT. WEST OF A POWERLINE POLE.
 RM0410'THE MARK IS 2 FT  W FROM A WITNESS POST.
 RM0410
 RM0410                          STATION RECOVERY (2004)
 RM0410
 RM0410'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 RM0410'MARK NOT FOUND.
 RM0410
 RM0410                          STATION RECOVERY (2004)
 RM0410
 RM0410'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 RM0410'HIGHWAY REDONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0849 ***********************************************************************
 RM0849  DESIGNATION -  GORDON LOOKOUT TOWER
 RM0849  PID         -  RM0849
 RM0849  STATE/COUNTY-  WI/DOUGLAS
 RM0849  USGS QUAD   -  GORDON (1982)
 RM0849
 RM0849                         *CURRENT SURVEY CONTROL
 RM0849  ___________________________________________________________________
 RM0849* NAD 83(1991)-  46 14 41.43640(N)    091 48 27.01844(W)     ADJUSTED  
 RM0849* NAVD 88     -                                                        
 RM0849  ___________________________________________________________________
 RM0849  LAPLACE CORR-          -6.33  (seconds)                    DEFLEC99
 RM0849  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 RM0849
 RM0849  HORZ ORDER  -  THIRD
 RM0849
 RM0849.The horizontal coordinates were established by classical geodetic methods
 RM0849.and adjusted by the National Geodetic Survey in March 1999..
 RM0849
 RM0849
 RM0849.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0849
 RM0849.The geoid height was determined by GEOID03.
 RM0849
 RM0849;                    North         East     Units Scale Factor Converg.
 RM0849;SPC WI N     -   121,419.612   460,623.081   MT  0.99994625   -1 18 14.0
 RM0849;SPC WI N     -   398,357.51  1,511,227.56   sFT  0.99994625   -1 18 14.0
 RM0849;UTM  15      - 5,121,942.909   591,929.227   MT  0.99970388   +0 51 41.0
 RM0849
 RM0849                          SUPERSEDED SURVEY CONTROL
 RM0849
 RM0849  NAD 83(1991)-  46 14 41.43397(N)    091 48 27.01765(W) AD(       ) 4
 RM0849  NAD 83(1986)-  46 14 41.42890(N)    091 48 27.01437(W) AD(       ) 4
 RM0849  NAD 27      -  46 14 41.63473(N)    091 48 26.34332(W) AD(       ) 3
 RM0849
 RM0849.Superseded values are not recommended for survey control.
 RM0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0849.See file dsdata.txt to determine how the superseded data were derived.
 RM0849
 RM0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM9192921943(NAD 83)
 RM0849_MARKER: 57 = LOOKOUT TOWER
 RM0849
 RM0849  HISTORY     - Date     Condition        Report By
 RM0849  HISTORY     - 1953     FIRST OBSERVED   CGS
 RM0849  HISTORY     - 1974     GOOD             NGS
 RM0849
 RM0849                          STATION DESCRIPTION
 RM0849
 RM0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 RM0849'THIS STATION IS LOCATED ABOUT 1/4 MILE WEST OF THE VILLAGE OF
 RM0849'GORDON.  IT IS A 4 LEGGED STEEL STRUCTURE WITH A GLASS ENCLOSED
 RM0849'CABIN AT THE TOP AND APPROXIMATELY 125 FEET HIGH.
 RM0849'
 RM0849'THE POINT INTERSECTED WAS THE TOP OF THE CABIN.
 RM0849'
 RM0849'A THIRD ORDER TRAVERSE CONNECTION WAS MADE FROM STATION
 RM0849'GORDON TO THE CENTER OF THE BASE OF THE TOWER.  THE DISTANCE
 RM0849'IS 12.428 METERS OR 40.78 FEET.
 RM0849'
 RM0849'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 53 AND COUNTY ROUTE
 RM0849'Y IN GORDON, GO WEST ON COUNTY ROUTE Y FOR 0.3 MILE TOP OF
 RM0849'RIDGE, TURN RIGHT ABOUT 250 FEET TO THE STATION.
 RM0849
 RM0849                          STATION RECOVERY (1974)
 RM0849
 RM0849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 RM0849'THE STATION WAS RECOVERED AS DESCRIBED IN 1953.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0411 ***********************************************************************
 RM0411  DESIGNATION -  GORDON RM 1
 RM0411  PID         -  RM0411
 RM0411  STATE/COUNTY-  WI/DOUGLAS
 RM0411  USGS QUAD   -  GORDON (1982)
 RM0411
 RM0411                         *CURRENT SURVEY CONTROL
 RM0411  ___________________________________________________________________
 RM0411* NAD 83(1986)-  46 14 41.     (N)    091 48 27.     (W)     SCALED    
 RM0411* NAVD 88     -       339.406  (meters)    1113.53   (feet)  ADJUSTED  
 RM0411  ___________________________________________________________________
 RM0411  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 RM0411  DYNAMIC HT  -         339.441 (meters)    1113.65  (feet)  COMP
 RM0411  MODELED GRAV-     980,707.4   (mgal)                       NAVD 88
 RM0411
 RM0411  VERT ORDER  -  FIRST     CLASS II
 RM0411
 RM0411.The horizontal coordinates were scaled from a topographic map and have
 RM0411.an estimated accuracy of +/- 6 seconds.
 RM0411
 RM0411.The orthometric height was determined by differential leveling
 RM0411.and adjusted by the National Geodetic Survey in June 1991..
 RM0411
 RM0411.The geoid height was determined by GEOID03.
 RM0411
 RM0411.The dynamic height is computed by dividing the NAVD 88
 RM0411.geopotential number by the normal gravity value computed on the
 RM0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0411.degrees latitude (g = 980.6199 gals.).
 RM0411
 RM0411.The modeled gravity was interpolated from observed gravity values.
 RM0411
 RM0411;                    North         East    Units  Estimated Accuracy
 RM0411;SPC WI N     -   121,410.      460,620.      MT  (+/- 180 meters Scaled)
 RM0411
 RM0411                          SUPERSEDED SURVEY CONTROL
 RM0411
 RM0411.No superseded survey control is available for this station.
 RM0411
 RM0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM919219(NAD 83)
 RM0411_MARKER: DR = REFERENCE MARK DISK
 RM0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0411_SP_SET: CONCRETE POST
 RM0411_STAMPING: GORDON NO 1 1953
 RM0411_PROJECTION: PROJECTING 5 CENTIMETERS
 RM0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0411+STABILITY: SURFACE MOTION
 RM0411
 RM0411  HISTORY     - Date     Condition        Report By
 RM0411  HISTORY     - 1953     MONUMENTED       CGS
 RM0411  HISTORY     - 1979     GOOD             NGS
 RM0411  HISTORY     - 20041201 MARK NOT FOUND   WIDT
 RM0411
 RM0411                          STATION DESCRIPTION
 RM0411
 RM0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RM0411'0.3 MI WEST FROM GORDON.
 RM0411'0.3 MILE WEST ALONG COUNTY ROAD Y FROM THE JUNCTION OF U.S. HIGHWAY 53
 RM0411'IN GORDON, AT AN OLD LOOKOUT TOWER, 117 FT. EAST OF TRIANGULATION
 RM0411'STATION GORDON, 70.0 FT. SOUTHEAST OF THE NORTHEAST LEG OF THE TOWER,
 RM0411'9.0 FT. NORTH OF THE CENTERLINE OF A TRACK ROAD.
 RM0411'THE MARK IS 1 FT ABOVE THE TRACK ROAD.
 RM0411
 RM0411                          STATION RECOVERY (2004)
 RM0411
 RM0411'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 RM0411'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0413 ***********************************************************************
 RM0413  DESIGNATION -  GORDON RM 2
 RM0413  PID         -  RM0413
 RM0413  STATE/COUNTY-  WI/DOUGLAS
 RM0413  USGS QUAD   -  GORDON (1982)
 RM0413
 RM0413                         *CURRENT SURVEY CONTROL
 RM0413  ___________________________________________________________________
 RM0413* NAD 83(1986)-  46 14 40.     (N)    091 48 27.     (W)     SCALED    
 RM0413* NAVD 88     -       338.890  (meters)    1111.84   (feet)  ADJUSTED  
 RM0413  ___________________________________________________________________
 RM0413  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 RM0413  DYNAMIC HT  -         338.926 (meters)    1111.96  (feet)  COMP
 RM0413  MODELED GRAV-     980,707.4   (mgal)                       NAVD 88
 RM0413
 RM0413  VERT ORDER  -  FIRST     CLASS II
 RM0413
 RM0413.The horizontal coordinates were scaled from a topographic map and have
 RM0413.an estimated accuracy of +/- 6 seconds.
 RM0413
 RM0413.The orthometric height was determined by differential leveling
 RM0413.and adjusted by the National Geodetic Survey in June 1991..
 RM0413
 RM0413.The geoid height was determined by GEOID03.
 RM0413
 RM0413.The dynamic height is computed by dividing the NAVD 88
 RM0413.geopotential number by the normal gravity value computed on the
 RM0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0413.degrees latitude (g = 980.6199 gals.).
 RM0413
 RM0413.The modeled gravity was interpolated from observed gravity values.
 RM0413
 RM0413;                    North         East    Units  Estimated Accuracy
 RM0413;SPC WI N     -   121,380.      460,620.      MT  (+/- 180 meters Scaled)
 RM0413
 RM0413                          SUPERSEDED SURVEY CONTROL
 RM0413
 RM0413.No superseded survey control is available for this station.
 RM0413
 RM0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM919218(NAD 83)
 RM0413_MARKER: DR = REFERENCE MARK DISK
 RM0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0413_SP_SET: CONCRETE POST
 RM0413_STAMPING: GORDON NO 2 1953
 RM0413_PROJECTION: PROJECTING 5 CENTIMETERS
 RM0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0413+STABILITY: SURFACE MOTION
 RM0413
 RM0413  HISTORY     - Date     Condition        Report By
 RM0413  HISTORY     - 1953     MONUMENTED       CGS
 RM0413  HISTORY     - 1979     GOOD             NGS
 RM0413
 RM0413                          STATION DESCRIPTION
 RM0413
 RM0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RM0413'0.3 MI WEST FROM GORDON.
 RM0413'0.3 MILE WEST ALONG COUNTY ROAD Y FROM THE JUNCTION OF U.S. HIGHWAY 53
 RM0413'IN GORDON, AT AN OLD LOOKOUT TOWER, 125 FT. SOUTHWEST OF THE SOUTHWEST
 RM0413'LEG OF THE TOWER, 107 FT. SOUTHWEST OF TRIANGULATION STATION GORDON,
 RM0413'60.0 FT. WEST OF THE CENTERLINE OF A DRIVE LEADING TO THE TOWER.
 RM0413'THE MARK IS 1 FT  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON1045 ***********************************************************************
 ON1045  DESIGNATION -  GOTHAM
 ON1045  PID         -  ON1045
 ON1045  STATE/COUNTY-  WI/RICHLAND
 ON1045  USGS QUAD   -  AVOCA (1983)
 ON1045
 ON1045                         *CURRENT SURVEY CONTROL
 ON1045  ___________________________________________________________________
 ON1045* NAD 83(1991)-  43 13 39.30713(N)    090 17 28.55039(W)     ADJUSTED  
 ON1045* NAVD 88     -       216.     (meters)     709.     (feet)  SCALED    
 ON1045  ___________________________________________________________________
 ON1045  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 ON1045  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 ON1045
 ON1045  HORZ ORDER  -  THIRD
 ON1045
 ON1045.The horizontal coordinates were established by classical geodetic methods
 ON1045.and adjusted by the National Geodetic Survey in March 1999..
 ON1045
 ON1045.The orthometric height was scaled from a topographic map.
 ON1045
 ON1045.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1045
 ON1045.The geoid height was determined by GEOID03.
 ON1045
 ON1045;                    North         East     Units Scale Factor Converg.
 ON1045;SPC WI S     -   136,414.051   576,339.431   MT  0.99993712   -0 12 00.5
 ON1045;SPC WI S     -   447,551.77  1,890,873.62   sFT  0.99993712   -0 12 00.5
 ON1045;UTM  15      - 4,789,650.949   719,973.191   MT  1.00019528   +1 51 21.4
 ON1045
 ON1045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1045!SPC WI S     -   0.99997146  x   0.99993712  =   0.99990859
 ON1045!UTM  15      -   0.99997146  x   1.00019528  =   1.00016674
 ON1045
 ON1045|---------------------------------------------------------------------|
 ON1045| PID    Reference Object                     Distance      Geod. Az  |
 ON1045|                                                           dddmmss.s |
 ON1045| CI9648 GOTHAM RM 1                          12.978 METERS 00101     |
 ON1045| CI9649 GOTHAM RM 2                          12.325 METERS 18100     |
 ON1045| CI9647 GOTHAM AZ MK                                       1872017.6 |
 ON1045|---------------------------------------------------------------------|
 ON1045
 ON1045                          SUPERSEDED SURVEY CONTROL
 ON1045
 ON1045  NAD 83(1991)-  43 13 39.30686(N)    090 17 28.55060(W) AD(       ) 3
 ON1045  NAD 83(1986)-  43 13 39.29968(N)    090 17 28.55372(W) AD(       ) 3
 ON1045  NAD 27      -  43 13 39.34130(N)    090 17 28.10670(W) AD(       ) 3
 ON1045
 ON1045.Superseded values are not recommended for survey control.
 ON1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1045.See file dsdata.txt to determine how the superseded data were derived.
 ON1045
 ON1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1997389651(NAD 83)
 ON1045_MARKER: DS = TRIANGULATION STATION DISK
 ON1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1045
 ON1045  HISTORY     - Date     Condition        Report By
 ON1045  HISTORY     - 1958     MONUMENTED       CGS
 ON1045
 ON1045                          STATION DESCRIPTION
 ON1045
 ON1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 ON1045'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF AVOCA,
 ON1045'AND 0.3 MILE NORTH OF GOTHAM.  IT IS IN THE SW 1/4 OF SEC.
 ON1045'27, T-9-N, R-2-E.  IT IS 5 FEET SOUTH OF A WHITE WITNESS
 ON1045'POST, 2 FEET WEST OF A WIRE FENCE AND 59 FEET EAST OF THE
 ON1045'CENTERLINE OF U.S. HIGHWAY 14.  THE MONUMENT IS FLUSH AND
 ON1045'THE DISK IS STAMPED GOTHAM 1958.
 ON1045'
 ON1045'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14 AND
 ON1045'STATE HIGHWAY 60 IN GOTHAM, GO NORTH ON U.S. HIGHWAY 14
 ON1045'FOR 0.10 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 ON1045'AHEAD ON U.S. HIGHWAY 14 FOR 0.20 MILE TO THE STATION ON
 ON1045'THE RIGHT AS DESCRIBED.
 ON1045'
 ON1045'REFERENCE MARK 1 IS 30 INCHES WEST OF A WIRE FENCE, 3 FEET
 ON1045'SOUTHWEST OF A TELEPHONE POLE AND 58 FEET EAST OF THE CENTERLINE
 ON1045'OF U.S. HIGHWAY 14.  THE MONUMENT IS FLUSH AND THE DISK IS
 ON1045'STAMPED GOTHAM NO 1 1958.
 ON1045'
 ON1045'REFERENCE MARK 2 IS 58 FEET EAST OF THE CENTERLINE OF U.S.
 ON1045'HIGHWAY 14, 2 FEET WEST OF A WIRE FENCE AND 61 FEET SOUTH
 ON1045'OF A TELEPHONE POLE.  THE MONUMENT IS FLUSH AND THE DISK
 ON1045'IS STAMPED GOTHAM NO 2 1958.
 ON1045'
 ON1045'THE AZIMUTH MARK IS 18 INCHES NORTHEAST OF A WHITE WITNESS
 ON1045'POST, 1 FOOT EAST OF A FENCE CORNER, 57 FEET NORTH OF A
 ON1045'TELEPHONE POLE AND 59 FEET WEST OF THE CENTERLINE OF U.S.
 ON1045'HIGHWAY 14.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 ON1045'GOTHAM 1958.
 ON1045'
 ON1045'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0446 ***********************************************************************
 OL0446  DESIGNATION -  GRAFTON
 OL0446  PID         -  OL0446
 OL0446  STATE/COUNTY-  WI/OZAUKEE
 OL0446  USGS QUAD   -  CEDARBURG (1994)
 OL0446
 OL0446                         *CURRENT SURVEY CONTROL
 OL0446  ___________________________________________________________________
 OL0446* NAD 83(1991)-  43 20 00.89677(N)    087 55 58.29379(W)     ADJUSTED  
 OL0446* NAVD 88     -       248.     (meters)     814.     (feet)  SCALED    
 OL0446  ___________________________________________________________________
 OL0446  LAPLACE CORR-          -4.06  (seconds)                    DEFLEC99
 OL0446  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 OL0446
 OL0446  HORZ ORDER  -  SECOND
 OL0446
 OL0446.The horizontal coordinates were established by classical geodetic methods
 OL0446.and adjusted by the National Geodetic Survey in November 1991..
 OL0446
 OL0446.The orthometric height was scaled from a topographic map.
 OL0446
 OL0446.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0446
 OL0446.The geoid height was determined by GEOID03.
 OL0446
 OL0446;                    North         East     Units Scale Factor Converg.
 OL0446;SPC WI S     -   150,225.695   767,613.576   MT  0.99993324   +1 25 13.2
 OL0446;SPC WI S     -   492,865.47  2,518,412.21   sFT  0.99993324   +1 25 13.2
 OL0446;UTM  16      - 4,798,282.134   424,376.594   MT  0.99967035   -0 38 24.7
 OL0446
 OL0446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0446!SPC WI S     -   0.99996663  x   0.99993324  =   0.99989988
 OL0446!UTM  16      -   0.99996663  x   0.99967035  =   0.99963699
 OL0446
 OL0446|---------------------------------------------------------------------|
 OL0446| PID    Reference Object                     Distance      Geod. Az  |
 OL0446|                                                           dddmmss.s |
 OL0446| CI9653 GRAFTON RM 3                         12.299 METERS 04603     |
 OL0446| CI9651 GRAFTON RM 1                         39.188 METERS 12314     |
 OL0446| CI9654 GRAFTON AZIMUTH RM 4                               2075633.6 |
 OL0446| CI9650 GRAFTON AZ MK                                      2094116.2 |
 OL0446| CI9652 GRAFTON RM 2                         28.113 METERS 21424     |
 OL0446|---------------------------------------------------------------------|
 OL0446
 OL0446                          SUPERSEDED SURVEY CONTROL
 OL0446
 OL0446  NAD 83(1986)-  43 20 00.88576(N)    087 55 58.30157(W) AD(       ) 2
 OL0446  NAD 27      -  43 20 00.87400(N)    087 55 57.97600(W) AD(       ) 2
 OL0446
 OL0446.Superseded values are not recommended for survey control.
 OL0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0446.See file dsdata.txt to determine how the superseded data were derived.
 OL0446
 OL0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2437798282(NAD 83)
 OL0446_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OL0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0446_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0446+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2006
 OL0446
 OL0446  HISTORY     - Date     Condition        Report By
 OL0446  HISTORY     - 1953     MONUMENTED       CGS
 OL0446  HISTORY     - 1973     SEE DESCRIPTION  NGS
 OL0446  HISTORY     - 1974     SEE DESCRIPTION  NGS
 OL0446  HISTORY     - 1987     GOOD             LOCENG
 OL0446  HISTORY     - 20031122 GOOD             USPSQD
 OL0446  HISTORY     - 20060521 GOOD             USPSQD
 OL0446
 OL0446                          STATION DESCRIPTION
 OL0446
 OL0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OL0446'STATION IS LOCATED 4 MILES SOUTHWEST OF PORT WASHINGTON AND 2 MILES
 OL0446'NORTHEAST OF GRAFTON ON THE
 OL0446'NORTHEAST SIDE OF STATE HIGHWAY 57 AND ON PROPERTY OWNED BY MR. FRED
 OL0446'PROWATZKE.  IT IS 120 FEET SOUTH
 OL0446'OF THE SOUTHEAST CORNER OF A BARN, 83 FEET WEST OF THE
 OL0446'CENTER OF HIGHWAY 57 AND 9 FEET SOUTH OF A FENCE
 OL0446'CORNER AND WHITE WITNESS POST.  THE
 OL0446'MARK IS FLUSH AND THE DISK IS STAMPED GRAFTON 1953.
 OL0446'
 OL0446'REFERENCE MARK NO. 1 IS 45 FEET EAST OF THE CENTER OF THE HIGHWAY.
 OL0446'THE MARK PROJECTS 2 INCHES AND THE
 OL0446'DISK IS STAMPED GRAFTON NO 1 1953.
 OL0446'
 OL0446'REFERENCE MARK NO. 2 IS 80 FEET WEST OF THE CENTER OF THE HIGHWAY.
 OL0446'THE MARK PROJECTS 2 INCHES AND THE
 OL0446'DISK IS STAMPED GRAFTON NO 2 1953.
 OL0446'
 OL0446'AZIMUTH MRK IS 51 FEET SOUTHEAST OF THE CENTER OF HIGHWAY 57, 45 FEET
 OL0446'NORTH OF THE CENTER OF A
 OL0446'GRAVEL ROAD, 3 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF
 OL0446'A FENCE LINE.  THE MARK PROJECTS 2
 OL0446'INCHES AND THE DISK IS STAMPED GRAFTON 1953.
 OL0446'
 OL0446'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 57 AND
 OL0446'60 AT THE WEST END OF THE
 OL0446'BRIDGE OVER THE MILWAUKEE RIVER IN GRAFTON, GO NORTHEAST ON HIGHWAY
 OL0446'57 FOR 1.05 MILE TO A GRAVEL
 OL0446'CROSROAD AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE
 OL0446'FOR 0.2 MILE TO THE STATION ON THE LEFT
 OL0446'AS DESCRIBED.
 OL0446'
 OL0446'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 OL0446
 OL0446                          STATION RECOVERY (1973)
 OL0446
 OL0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 OL0446'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 OL0446'THE AZIMUTH MARK
 OL0446'APPEARS IN GOOD CONDITION BUT THERE ARE NO VISIBLE
 OL0446'OBJECTS FROM WHICH A CHECK COULD BE
 OL0446'MADE.  THE WEATHER AT THIS TIME WAS
 OL0446'BAD AND A POLARIS OBSERVATION COULD NOT BE MADE.  A
 OL0446'POLARIS OBSERVATION
 OL0446'SHOULD BE MADE AT A LATER DATE.  THE DISTANCE TO REFERENCE MARK 2
 OL0446'CHECKED AS DID THE
 OL0446'DIRECTION TO BOTH REFERENCE MARKS.  THE DISTANCE TO
 OL0446'REFERENCE MARK 1 WAS FOUND TO
 OL0446'BE SHORTER BY 0.16 OF A FOOT.  A NEW DESCRIPTION
 OL0446'FOLLOWS-
 OL0446'
 OL0446'THE STATION IS LOCATED ON THE NORTHEAST SIDE OF STATE HIGHWAY 57,
 OL0446'120 FEET SOUTH OF
 OL0446'THE SOUTHEAST CORNER OF A BARN, 83 FEET NORTHWEST OF
 OL0446'THE CENTERLINE OF THE HIGHWAY AND 1
 OL0446'FOOT SOUTHEAST OF A METAL WITNESS
 OL0446'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 OL0446'GRAFTON 1953.  (NOTE
 OL0446'1A 7A)
 OL0446'
 OL0446'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 60 AND
 OL0446'57, AT THE WEST
 OL0446'END OF THE BRIDGE OVER THE MILWAUKEE RIVER AT THE WEST
 OL0446'EDGE OF GRAFTON, GO NORTHEAST OF
 OL0446'HIGHWAY 57 FOR 1.05 MILES TO A CROSSROAD
 OL0446'AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 OL0446'NORTHEAST ON THE HIGHWAY
 OL0446'FOR 0.2 MILE TO THE STATION ON A HIGH BANK ON THE LEFT.
 OL0446'
 OL0446'REFERENCE MARK 1 IS 45 FEET SOUTHEAST OF THE CENTERLINE OF THE
 OL0446'HIGHWAY AND 97
 OL0446'FEET NORTHEAST OF THE CENTERLINE OF A DRIVEWAY EAST.  THE
 OL0446'MONUMENT IS FLUSH AND THE DISK IS
 OL0446'STAMPED GRAFTON NO 1 1953.
 OL0446'
 OL0446'REFERENCE MARK 2 IS 80 FEET NORTHWEST OF THE CENTERLINE OF THE
 OL0446'HIGHWAY, 1 FOOT
 OL0446'SOUTHEST OF A METAL WITNESS POST AND 212 FEET SOUTH OF
 OL0446'THE SOUTHEAST CORNER OF THE BARN.
 OL0446'THE MONUMENT IS FLUSH AND THE DISK IS
 OL0446'STAMPED GRAFTON NO 2 1953.
 OL0446'
 OL0446'THE AZIMUTH MARK IS 49 FEET SOUTHEAST OF THE CENTERLINE OF THE
 OL0446'HIGHWAY, 40 FEET
 OL0446'NORTHEAST OF THE CENTERLINE OF ARROWHEAD ROAD AND 1
 OL0446'FOOT WEST OF A METAL WITNESS POST.
 OL0446'THE MONUMENT IS FLUSH AND THE DISK
 OL0446'IS STAMPED GRAFTON 1953.
 OL0446'
 OL0446'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1 MILE
 OL0446'NORTHEAST OF GRAFTON
 OL0446'
 OL0446'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 OL0446
 OL0446                          STATION RECOVERY (1974)
 OL0446
 OL0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 OL0446'THE STATION MARK, RFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 OL0446'FOUND IN GOOD
 OL0446'CONDITION.  REFERENCE MARK 1 WAS FOUND WITH THE DISK GONE.
 OL0446'THE AZIMUTH MARK WAS FOUND IN
 OL0446'THE WAY OF ROAD WORK AND WAS DESTROYED.
 OL0446'REFERENCE MARK 4 (1974 AZ. MK.) WAS SET ALONG
 OL0446'WITH REFERENCE MARK 3.
 OL0446'THERE WAS SOME DOUBT ABOUT THE AZIMUTH MARK AND A POLARIS
 OL0446'OBSERVATION WAS
 OL0446'MADE.  A NEW DESCRIPTION FOLLOWS-
 OL0446'
 OL0446'THE STATION IS 1 FOOT SOUTHEAST OF A METAL WITNESS POST 48 FEET
 OL0446'NORTHEAST OF A
 OL0446'POWER POLE, 81 FEET NORTHWEST OF THE CENTERLINE OF STATE
 OL0446'HIGHWAY 57, 120 FEET SOUTHWEST OF
 OL0446'THE SOUTHEAST CORNER OF A BARN AND
 OL0446'48 FEET SOUTHWEST OF A 10 INCH POPLAR TREE.  THE
 OL0446'MONUMENT IS FLUSH AND
 OL0446'THE DISK IS STAMPED GRAFTON 1953.  (NOTE 1A 7A)
 OL0446'
 OL0446'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 60 AND
 OL0446'57 AT THE WEST END
 OL0446'OF THE BRIDGE OVER THE MILWAUKEE RIVER AT GRAFTON,
 OL0446'GO NORTHEAST ON HIGHWAY 57 FOR 1.05
 OL0446'MILES TO A CROSSROAD AND THE AZIMUTH
 OL0446'MARK ON THE RIGHT.  CONTINUE NORTHEAST ON THE HIGHWAY
 OL0446'FOR 0.2 MILE TO
 OL0446'THE STATION ON THE LEFT.
 OL0446'
 OL0446'REFERENCE MARK 2 IS 1 FOOT SOUTHEAST OF A METAL WITNESS POST, 44
 OL0446'FEET SOUTHWEST OF
 OL0446'THE POWER POLE AND 80 FEET NORTHWEST OF THE CENTERLINE
 OL0446'OF THE HIGHWAY.  THE MONUMENT IS
 OL0446'FLUSH AND THE DISK IS STAMPED
 OL0446'GRAFTON NO 2 1953.
 OL0446'
 OL0446'REFERENCE MARK 3 IS 75 FEET NORTHWEST OF THE CENTERLINE OF THE
 OL0446'HIGHWAY, 92 FEET
 OL0446'SOUTHWEST OF THE SOUTHEAST CORNER OF THE BARN AND 8
 OL0446'FEET SOUTHWEST OF THE POPLAR TREE.
 OL0446'THE MONUMENT PROJECTS 3 INCHES AND
 OL0446'THE DISK IS STAMPED GRAFTON 1953 NO 3 1974.
 OL0446'
 OL0446'REFERENCE MARK 4 IS 80 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY
 OL0446'57, 1 FOOT WEST OF A METAL
 OL0446'WITNESS POST, 2 FEET NORTHWEST OF A STEEL RIGHT-OF-WAY POST, 2 FEET
 OL0446'NORTH OF A POWER POLE AND 34 FEET NORTHEAST
 OL0446'OF THE CENTERLINE OF ARROWHEAD ROAD.  THE MONUMENT IS FLUSH
 OL0446'AND THE DISK IS STAMPED GRAFTON AZ 1953 NO 4 1974.
 OL0446'
 OL0446'OFFICE NOTE- THE AZIMUTH TO THE AZIMUTH MARK 1953 AS DETERMINED BY
 OL0446'POLARIS OBSERVATION IS 29 DEG 41 MIN 34.8 SEC.
 OL0446'
 OL0446'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2 MILES
 OL0446'NORTHEAST OF GRAFTON
 OL0446'
 OL0446'HEIGHT OF LIGHT ABOVE STATION MARK- 5 FEET.
 OL0446
 OL0446                          STATION RECOVERY (1987)
 OL0446
 OL0446'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987 (PH)
 OL0446'RECOVERED IN GOOD CONDITION.
 OL0446
 OL0446                          STATION RECOVERY (2003)
 OL0446
 OL0446'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OL0446'THE STATION AND REFERENCE MARK 3 WERE RECOVERED IN GOOD CONDITION.  TO
 OL0446'REACH THE STATION FROM THE JUNCTION OF INTERSTATE 43, HIGHWAY 32, AND
 OL0446'COUNTY HIGHWAY V SOUTH OF PORT WASHINGTON, GO SOUTHWEST ON COUNTY
 OL0446'HIGHWAY V FOR 0.3 MILE TO COUNTY HIGHWAY W.  CONTINUE ON COUNTY V FOR
 OL0446'AN ADDITIONAL 0.3 MILE TO A CROSSOVER ON THE LEFT AND THE STATION ON
 OL0446'THE RIGHT.
 OL0446'ADD-- THE STATION IS ABOUT 90 FEET NORTH-NORTHWEST OF A --DIVIDED
 OL0446'HIGHWAY ENDS-- SIGN AND ON TOP OF A BANK.
 OL0446'REFERENCE MARK 2 WAS NOT FOUND.
 OL0446'ADD-- REFERENCE MARK 3 IS ABOUT 1 FOOT EAST OF A BENT OVER UNLABELED
 OL0446'METAL POST.
 OL0446'REFERENCE MARK 4 WAS NOT FOUND.
 OL0446'NOTE-- HIGHWAY 57 IN THE 1974 DESCRIPTION IS NOW COUNTY HIGHWAY V.
 OL0446'THE CROSSROAD REFERENCED IS ARROWHEAD ROAD.
 OL0446
 OL0446                          STATION RECOVERY (2006)
 OL0446
 OL0446'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRB)
 OL0446'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0441 ***********************************************************************
 OL0441  DESIGNATION -  GRAFTON MUNICIPAL TANK
 OL0441  PID         -  OL0441
 OL0441  STATE/COUNTY-  WI/OZAUKEE
 OL0441  USGS QUAD   -  CEDARBURG (1994)
 OL0441
 OL0441                         *CURRENT SURVEY CONTROL
 OL0441  ___________________________________________________________________
 OL0441* NAD 83(1991)-  43 19 22.73962(N)    087 57 15.38798(W)     ADJUSTED  
 OL0441* NAVD 88     -                                                        
 OL0441  ___________________________________________________________________
 OL0441  LAPLACE CORR-          -3.95  (seconds)                    DEFLEC99
 OL0441  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 OL0441
 OL0441  HORZ ORDER  -  THIRD
 OL0441
 OL0441.The horizontal coordinates were established by classical geodetic methods
 OL0441.and adjusted by the National Geodetic Survey in November 1991..
 OL0441
 OL0441
 OL0441.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0441
 OL0441.The geoid height was determined by GEOID03.
 OL0441
 OL0441;                    North         East     Units Scale Factor Converg.
 OL0441;SPC WI S     -   149,005.743   765,906.376   MT  0.99993348   +1 24 20.2
 OL0441;SPC WI S     -   488,863.01  2,512,811.17   sFT  0.99993348   +1 24 20.2
 OL0441;UTM  16      - 4,797,124.654   422,627.093   MT  0.99967364   -0 39 17.2
 OL0441
 OL0441                          SUPERSEDED SURVEY CONTROL
 OL0441
 OL0441  NAD 83(1986)-  43 19 22.72864(N)    087 57 15.39555(W) AD(       ) 4
 OL0441  NAD 27      -  43 19 22.71600(N)    087 57 15.06800(W) AD(       ) 3
 OL0441
 OL0441.Superseded values are not recommended for survey control.
 OL0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0441.See file dsdata.txt to determine how the superseded data were derived.
 OL0441
 OL0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2262797125(NAD 83)
 OL0441
 OL0441  HISTORY     - Date     Condition        Report By
 OL0441  HISTORY     - 1953     MONUMENTED       CGS
 OL0441  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OL0441  HISTORY     - 20021103 MARK NOT FOUND   USPSQD
 OL0441
 OL0441                          STATION DESCRIPTION
 OL0441
 OL0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OL0441'STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL WATER TANK,
 OL0441'LOCATED ABOUT 0.1
 OL0441'MILE SOUTHEAST OF THE INTERSECTION OF NORTH STREET AND 9TH AVENUE IN
 OL0441'THE NORTHWEST SECTION OF GRAFTON.
 OL0441'THE TANK IS A FOUR-LEGGED STEEL STRUCTURE ABOUT 125
 OL0441'FEET HIGH, IS PAINTED SILVER AND HAS THE NAME GRAFTON
 OL0441'PAINTED ON THE EAST AND WEST SIDES IN
 OL0441'BLACK LETTERS.
 OL0441
 OL0441                          STATION RECOVERY (1971)
 OL0441
 OL0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JGR)
 OL0441'STATION HAS BEEN DESTROYED.  A NEW TANK HAS BEEN ERECTED IN THE
 OL0441'SAME APPROXIMATE
 OL0441'LOCATION.  NO POSITION OF THE NEW TANK WAS DETERMINED.
 OL0441
 OL0441                          STATION RECOVERY (2002)
 OL0441
 OL0441'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OL0441'THE NEW TANK WAS ERECTED IN 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0442 ***********************************************************************
 OL0442  DESIGNATION -  GRAFTON ST JOSEPHS CATH CH
 OL0442  PID         -  OL0442
 OL0442  STATE/COUNTY-  WI/OZAUKEE
 OL0442  USGS QUAD   -  CEDARBURG (1994)
 OL0442
 OL0442                         *CURRENT SURVEY CONTROL
 OL0442  ___________________________________________________________________
 OL0442* NAD 83(1991)-  43 19 09.11098(N)    087 56 49.34461(W)     ADJUSTED  
 OL0442* NAVD 88     -                                                        
 OL0442  ___________________________________________________________________
 OL0442  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
 OL0442  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 OL0442
 OL0442  HORZ ORDER  -  THIRD
 OL0442
 OL0442.The horizontal coordinates were established by classical geodetic methods
 OL0442.and adjusted by the National Geodetic Survey in November 1991..
 OL0442
 OL0442
 OL0442.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0442
 OL0442.The geoid height was determined by GEOID03.
 OL0442
 OL0442;                    North         East     Units Scale Factor Converg.
 OL0442;SPC WI S     -   148,599.725   766,503.303   MT  0.99993357   +1 24 38.1
 OL0442;SPC WI S     -   487,530.93  2,514,769.59   sFT  0.99993357   +1 24 38.1
 OL0442;UTM  16      - 4,796,697.550   423,208.885   MT  0.99967254   -0 38 59.1
 OL0442
 OL0442                          SUPERSEDED SURVEY CONTROL
 OL0442
 OL0442  NAD 83(1986)-  43 19 09.09994(N)    087 56 49.35227(W) AD(       ) 4
 OL0442  NAD 27      -  43 19 09.09000(N)    087 56 49.03000(W) AD(       ) 3
 OL0442
 OL0442.Superseded values are not recommended for survey control.
 OL0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0442.See file dsdata.txt to determine how the superseded data were derived.
 OL0442
 OL0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2320996698(NAD 83)
 OL0442
 OL0442  HISTORY     - Date     Condition        Report By
 OL0442  HISTORY     - 1953     MONUMENTED       CGS
 OL0442  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OL0442  HISTORY     - 20021103 MARK NOT FOUND   USPSQD
 OL0442
 OL0442                          STATION DESCRIPTION
 OL0442
 OL0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OL0442'STATION IS A CROSS AT THE TOP OF THE SPIRE OF THE ST. JOSHPHS
 OL0442'CATHOLIC CHURCH,
 OL0442'LOCATED AT THE NORTHEAST CORNER OF THE INTERSECTION BRIDGE STREET AND
 OL0442'16TH AVENUE IN THE EAST SECTION OF
 OL0442'GRAFTON.  THE SPIRE IS A WOODEN STRUCTURE COVERED
 OL0442'WITH GREY SHINGLES, RISING ABOUT 65 FEET ABOVE THE
 OL0442'WEST END OF THE BRICK CHURCH BUILDING.
 OL0442
 OL0442                          STATION RECOVERY (1971)
 OL0442
 OL0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JGR)
 OL0442'THE STATION HAS BEEN DESTROYED.  CHURCH AND SPIRE HAVE BEEN TORN
 OL0442'DOWN.
 OL0442
 OL0442                          STATION RECOVERY (2002)
 OL0442
 OL0442'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OL0442'A NEW CHURCH AND SPIRE WERE BUILT ON THE SITE IN APPROX. 2000.  THE
 OL0442'SPIRE IS NOW AN OPEN BELL TOWER WITH A CROSS ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0440 ***********************************************************************
 OL0440  DESIGNATION -  GRAFTON ST PAULS EV LUTH CH
 OL0440  PID         -  OL0440
 OL0440  STATE/COUNTY-  WI/OZAUKEE
 OL0440  USGS QUAD   -  CEDARBURG (1994)
 OL0440
 OL0440                         *CURRENT SURVEY CONTROL
 OL0440  ___________________________________________________________________
 OL0440* NAD 83(1991)-  43 19 11.14234(N)    087 57 17.50340(W)     ADJUSTED  
 OL0440* NAVD 88     -                                                        
 OL0440  ___________________________________________________________________
 OL0440  LAPLACE CORR-          -3.96  (seconds)                    DEFLEC99
 OL0440  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 OL0440
 OL0440  HORZ ORDER  -  THIRD
 OL0440
 OL0440.The horizontal coordinates were established by classical geodetic methods
 OL0440.and adjusted by the National Geodetic Survey in November 1991..
 OL0440
 OL0440
 OL0440.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0440
 OL0440.The geoid height was determined by GEOID03.
 OL0440
 OL0440;                    North         East     Units Scale Factor Converg.
 OL0440;SPC WI S     -   148,646.803   765,867.507   MT  0.99993355   +1 24 18.8
 OL0440;SPC WI S     -   487,685.39  2,512,683.65   sFT  0.99993355   +1 24 18.8
 OL0440;UTM  16      - 4,796,767.437   422,575.358   MT  0.99967374   -0 39 18.5
 OL0440
 OL0440                          SUPERSEDED SURVEY CONTROL
 OL0440
 OL0440  NAD 83(1986)-  43 19 11.13123(N)    087 57 17.51125(W) AD(       ) 4
 OL0440  NAD 27      -  43 19 11.12000(N)    087 57 17.19000(W) AD(       ) 3
 OL0440
 OL0440.Superseded values are not recommended for survey control.
 OL0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0440.See file dsdata.txt to determine how the superseded data were derived.
 OL0440
 OL0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2257596767(NAD 83)
 OL0440
 OL0440  HISTORY     - Date     Condition        Report By
 OL0440  HISTORY     - 1953     MONUMENTED       CGS
 OL0440  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OL0440  HISTORY     - 20021103 MARK NOT FOUND   USPSQD
 OL0440
 OL0440                          STATION DESCRIPTION
 OL0440
 OL0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OL0440'STATION IS A CROSS AT THE TOP OF THE SPIRE OF THE ST. PAULS
 OL0440'EV. LUTHERAN
 OL0440'CHURCH, LOCATED AT THE INTERSECTION OF WASHINGTON STREET AND 9TH
 OL0440'AVENUE IN THE WEST SECTION OF
 OL0440'GRAFTON.  THE SPIRE IS A WOODEN STRUCTURE COVERED WITH GREEN SHINGLES
 OL0440'RISING ABOUT 75 FEET ABOVE THE NORTH
 OL0440'SIDE OF THE GREY STONE CHURCH BUILDING.
 OL0440
 OL0440                          STATION RECOVERY (1971)
 OL0440
 OL0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JGR)
 OL0440'RECOVERED AS DESCRIBED IN 1953 DESCRIPTION.  THE CHURCH IS NOW VACANT
 OL0440'AND THE POSSIBILITY
 OL0440'EXISTS THE CHURCH WILL BE TORN DOWN IN THE NEAR FUTURE.
 OL0440
 OL0440                          STATION RECOVERY (2002)
 OL0440
 OL0440'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OL0440'THE CHURCH WAS TORN DOWN DUE TO VANDALISM AND IS NOW A VACANT LOT.  A
 OL0440'NEW CHURCH WAS BUILT IN APPROX. 1965 ON THE SOUTH OF WASHINGTON AVENUE
 OL0440'BETWEEN 6TH AVENUE AND 7TH AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF6095 ***********************************************************************
 DF6095  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6095  DESIGNATION -  GRAND CHUTE C GPS
 DF6095  PID         -  DF6095
 DF6095  STATE/COUNTY-  WI/OUTAGAMIE
 DF6095  USGS QUAD   -  APPLETON (1992)
 DF6095
 DF6095                         *CURRENT SURVEY CONTROL
 DF6095  ___________________________________________________________________
 DF6095* NAD 83(1997)-  44 18 59.13015(N)    088 24 05.34386(W)     ADJUSTED  
 DF6095* NAVD 88     -       254.72   (meters)     835.7    (feet)  GPS OBS   
 DF6095  ___________________________________________________________________
 DF6095  X           -     127,515.310 (meters)                     COMP
 DF6095  Y           -  -4,569,360.080 (meters)                     COMP
 DF6095  Z           -   4,433,468.421 (meters)                     COMP
 DF6095  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 DF6095  ELLIP HEIGHT-         218.47  (meters)          (06/11/03) GPS OBS
 DF6095  GEOID HEIGHT-         -36.25  (meters)                     GEOID03
 DF6095
 DF6095  HORZ ORDER  -  FIRST
 DF6095  ELLP ORDER  -  THIRD     CLASS I
 DF6095
 DF6095.The horizontal coordinates were established by GPS observations
 DF6095.and adjusted by the National Geodetic Survey in June 2003..
 DF6095
 DF6095.The orthometric height was determined by GPS observations and a
 DF6095.high-resolution geoid model using precise GPS observation and
 DF6095.processing techniques.
 DF6095
 DF6095.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6095
 DF6095.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6095
 DF6095.The ellipsoidal height was determined by GPS observations
 DF6095.and is referenced to NAD 83.
 DF6095
 DF6095.The geoid height was determined by GEOID03.
 DF6095
 DF6095;                    North         East     Units Scale Factor Converg.
 DF6095;SPC WI C     -    54,935.432   727,517.740   MT  0.99998810   +1 07 40.4
 DF6095;SPC WI C     -   180,234.00  2,386,864.45   sFT  0.99998810   +1 07 40.4
 DF6095;UTM  16      - 4,907,973.495   388,235.838   MT  0.99975362   -0 58 45.1
 DF6095
 DF6095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6095!SPC WI C     -   0.99996575  x   0.99998810  =   0.99995385
 DF6095!UTM  16      -   0.99996575  x   0.99975362  =   0.99971937
 DF6095
 DF6095                          SUPERSEDED SURVEY CONTROL
 DF6095
 DF6095.No superseded survey control is available for this station.
 DF6095
 DF6095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8823607973(NAD 83)
 DF6095_MARKER: DD = SURVEY DISK
 DF6095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6095_STAMPING: GRAND CHUTE C GPS 2001
 DF6095_MARK LOGO: WIDT  
 DF6095_PROJECTION: FLUSH
 DF6095_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6095+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2005
 DF6095
 DF6095  HISTORY     - Date     Condition        Report By
 DF6095  HISTORY     - 2000     MONUMENTED       WIDT
 DF6095  HISTORY     - 20030625 GOOD             USPSQD
 DF6095  HISTORY     - 20040725 GOOD             USPSQD
 DF6095  HISTORY     - 20050720 GOOD             WIDT
 DF6095
 DF6095                          STATION DESCRIPTION
 DF6095
 DF6095'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DF6095'THE STATION IS LOCATED ABOUT 11 KM NORTHWEST OF KAUKAUNA AND 5 KM
 DF6095'NORTH OF APPLETON.
 DF6095'OWNERSHIP--OUTAGAMIE COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DF6095'OF US HIGHWAY 41
 DF6095'WITH STATE HIGHWAY 47 ABOUT 3 KM NORTH OF THE CITY OF APPLETON, GO
 DF6095'NORTH ON STATE
 DF6095'HIGHWAY 47 FOR 1.9 KM TO COUNTY HIGHWAY JJ, TURN RIGHT AND GO EAST ON
 DF6095'COUNTY HIGHWAY JJ
 DF6095'FOR 1.0 KM TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DF6095'WISCONSIN DEPARTMENT OF
 DF6095'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF6095'A 41-CM
 DF6095'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 1.5 M BELOW
 DF6095'THE HIGHWAY
 DF6095'PAVEMENT.  THE STATION IS 14.4 M NORTH OF THE CENTERLINE OF COUNTY
 DF6095'HIGHWAY JJ, 248 M EAST
 DF6095'OF THE CENTERLINE OF PRIVATE ENTRANCE --E110--, 44.4 M NORTHEAST OF
 DF6095'TELEPHONE PEDESTAL
 DF6095'--377--, 22.4 M NORTH OF A WOOD POST FOR A --SPEED LIMIT 45 SIGN--, 1
 DF6095'M SOUTH OF A CULTIVATED
 DF6095'FIELD, 1.0 M EAST, 1.0 M WEST, AND 1.0 M NORTH OF THREE 4X4 ORANGE
 DF6095'PLASTIC WITNESS POSTS.
 DF6095'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF6095'THAN 20 DEGREES ABOVE
 DF6095'THE HORIZON.
 DF6095' 
 DF6095' 
 DF6095' 
 DF6095' 
 DF6095' 
 DF6095'
 DF6095
 DF6095                          STATION RECOVERY (2003)
 DF6095
 DF6095'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6095'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS LOCATED IN THE
 DF6095'CENTER OF A TRIANGLE FORMED BY THREE ORANGE PLASTIC GUARD POSTS.
 DF6095
 DF6095                          STATION RECOVERY (2004)
 DF6095
 DF6095'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 DF6095'RECOVERED IN GOOD CONDITION.
 DF6095
 DF6095                          STATION RECOVERY (2005)
 DF6095
 DF6095'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DF6095'RECOVERED IN GOOD CONDITION.  NOTE-- THE --SPEED LIMIT 45-- SIGN IS
 DF6095'NOT PRESENT BECAUSE OF ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF6096 ***********************************************************************
 DF6096  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6096  DESIGNATION -  GRAND CHUTE S GPS
 DF6096  PID         -  DF6096
 DF6096  STATE/COUNTY-  WI/OUTAGAMIE
 DF6096  USGS QUAD   -  APPLETON (1992)
 DF6096
 DF6096                         *CURRENT SURVEY CONTROL
 DF6096  ___________________________________________________________________
 DF6096* NAD 83(1997)-  44 16 21.96025(N)    088 23 25.05239(W)     ADJUSTED  
 DF6096* NAVD 88     -       232.74   (meters)     763.6    (feet)  GPS OBS   
 DF6096  ___________________________________________________________________
 DF6096  X           -     128,502.608 (meters)                     COMP
 DF6096  Y           -  -4,572,705.972 (meters)                     COMP
 DF6096  Z           -   4,429,980.653 (meters)                     COMP
 DF6096  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 DF6096  ELLIP HEIGHT-         196.49  (meters)          (06/11/03) GPS OBS
 DF6096  GEOID HEIGHT-         -36.25  (meters)                     GEOID03
 DF6096
 DF6096  HORZ ORDER  -  FIRST
 DF6096  ELLP ORDER  -  THIRD     CLASS I
 DF6096
 DF6096.The horizontal coordinates were established by GPS observations
 DF6096.and adjusted by the National Geodetic Survey in June 2003..
 DF6096
 DF6096.The orthometric height was determined by GPS observations and a
 DF6096.high-resolution geoid model using precise GPS observation and
 DF6096.processing techniques.
 DF6096
 DF6096.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6096
 DF6096.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6096
 DF6096.The ellipsoidal height was determined by GPS observations
 DF6096.and is referenced to NAD 83.
 DF6096
 DF6096.The geoid height was determined by GEOID03.
 DF6096
 DF6096;                    North         East     Units Scale Factor Converg.
 DF6096;SPC WI C     -    50,102.838   728,506.602   MT  0.99999577   +1 08 08.8
 DF6096;SPC WI C     -   164,379.06  2,390,108.74   sFT  0.99999577   +1 08 08.8
 DF6096;UTM  16      - 4,903,108.980   389,046.186   MT  0.99975140   -0 58 14.3
 DF6096
 DF6096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6096!SPC WI C     -   0.99996919  x   0.99999577  =   0.99996496
 DF6096!UTM  16      -   0.99996919  x   0.99975140  =   0.99972060
 DF6096
 DF6096                          SUPERSEDED SURVEY CONTROL
 DF6096
 DF6096.No superseded survey control is available for this station.
 DF6096
 DF6096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ8904603109(NAD 83)
 DF6096_MARKER: DD = SURVEY DISK
 DF6096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6096_STAMPING: GRAND CHUTE S GPS 1993
 DF6096_MARK LOGO: WIDT  
 DF6096_PROJECTION: FLUSH
 DF6096_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6096+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 DF6096
 DF6096  HISTORY     - Date     Condition        Report By
 DF6096  HISTORY     - 1993     MONUMENTED       WI-087
 DF6096  HISTORY     - 2002     GOOD             WIDT
 DF6096  HISTORY     - 20030625 GOOD             USPSQD
 DF6096  HISTORY     - 20040725 GOOD             USPSQD
 DF6096  HISTORY     - 20050810 GOOD             WIDT
 DF6096
 DF6096                          STATION DESCRIPTION
 DF6096
 DF6096'DESCRIBED BY WI DEPT OF TRANSP 2002 (DJH)
 DF6096'THE STATION IS LOCATED IN THE CITY OF APPLETON.  OWNERSHIP--CITY OF
 DF6096'APPLETON.  TO REACH
 DF6096'THE STATION FROM THE JUNCTION OF WISCONSIN AVENUE WITH MEADE STREET IN
 DF6096'NORTHEAST
 DF6096'APPLETON, GO EAST ON WISCONSIN AVENUE FOR 0.4 KM TO A RAILROAD
 DF6096'CROSSING, CONTINUE EAST
 DF6096'ON WISCONSIN AVENUE FOR 0.1 KM TO RANKIN STREET, TURN RIGHT AND GO
 DF6096'SOUTHWEST, THEN
 DF6096'WEST ON RANKIN STREET FOR 0.1 KM TO THE STATION ON THE RIGHT.  THE
 DF6096'STATION IS A BRONZE
 DF6096'WISCONSIN DEPARTMENT OF TRANSPORTATION COUNTY GEODETIC CONTROL STATION
 DF6096'MARKER
 DF6096'DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH
 DF6096'OF 1.8 M AND ABOUT
 DF6096'LEVEL WITH THE STREET PAVEMENT.  THE STATION IS 9.8 M NORTH OF THE
 DF6096'CENTERLINE OF RANKIN
 DF6096'STREET, 19 M SOUTH OF THE CENTERLINE OF WISCONSIN AVENUE, 9.5 M WEST
 DF6096'OF THE EXTENDED
 DF6096'CENTERLINE OF RANKIN COURT, 2.8 M WEST OF A POWER POLE, 0.7 M NORTH OF
 DF6096'A SIDEWALK, 2.0
 DF6096'M WEST OF A STEEL WITNESS POST, AND 1.0 M SOUTH OF A WHITE PLASTIC
 DF6096'WITNESS POST.
 DF6096'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF6096'THAN 15 DEGREES ABOVE
 DF6096'THE HORIZON EXCEPT FOR THE NEARBY POWER POLE AND OVERHEAD ELECTRICAL
 DF6096'LINES.
 DF6096' 
 DF6096' 
 DF6096' 
 DF6096' 
 DF6096' 
 DF6096' 
 DF6096' 
 DF6096'
 DF6096
 DF6096                          STATION RECOVERY (2003)
 DF6096
 DF6096'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6096'RECOVERED IN GOOD CONDITION.  NOTE-- THE SIDEWALK IS PAINTED WHITE
 DF6096'ADJACENT TO THE MARK.
 DF6096
 DF6096                          STATION RECOVERY (2004)
 DF6096
 DF6096'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 DF6096'RECOVERED IN GOOD CONDITION.
 DF6096
 DF6096                          STATION RECOVERY (2005)
 DF6096
 DF6096'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DF6096'RECOVERED IN GOOD CONDITION.  NOTE-- THE POWER POLE IS NUMBERED
 DF6096'98-03737--.  ADD-- THE STATION IS 1.6 M WEST OF THE WEST END OF A
 DF6096'METAL GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5490 ***********************************************************************
 DH5490  DESIGNATION -  GRAND MARSH GPS
 DH5490  PID         -  DH5490
 DH5490  STATE/COUNTY-  WI/ADAMS
 DH5490  USGS QUAD   -  GRAND MARSH (1981)
 DH5490
 DH5490                         *CURRENT SURVEY CONTROL
 DH5490  ___________________________________________________________________
 DH5490* NAD 83(1997)-  43 52 50.93418(N)    089 41 56.67562(W)     ADJUSTED  
 DH5490* NAVD 88     -                                                        
 DH5490  ___________________________________________________________________
 DH5490  X           -      24,185.105 (meters)                     COMP
 DH5490  Y           -  -4,604,798.154 (meters)                     COMP
 DH5490  Z           -   4,398,744.513 (meters)                     COMP
 DH5490  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 DH5490  ELLIP HEIGHT-         271.96  (meters)          (08/01/05) GPS OBS
 DH5490  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 DH5490
 DH5490  HORZ ORDER  -  FIRST
 DH5490  ELLP ORDER  -  SECOND    CLASS I
 DH5490
 DH5490.The horizontal coordinates were established by GPS observations
 DH5490.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5490
 DH5490
 DH5490.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5490
 DH5490.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5490
 DH5490.The ellipsoidal height was determined by GPS observations
 DH5490.and is referenced to NAD 83.
 DH5490
 DH5490.The geoid height was determined by GEOID03.
 DH5490
 DH5490;                    North         East     Units Scale Factor Converg.
 DH5490;SPC WI S     -   208,988.258   624,183.349   MT  0.99996755   +0 12 24.4
 DH5490;SPC WI S     -   685,655.64  2,047,841.54   sFT  0.99996755   +0 12 24.4
 DH5490;UTM  16      - 4,862,176.848   283,167.972   MT  1.00017831   -1 52 17.8
 DH5490
 DH5490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5490!SPC WI S     -   0.99995736  x   0.99996755  =   0.99992491
 DH5490!UTM  16      -   0.99995736  x   1.00017831  =   1.00013566
 DH5490
 DH5490                          SUPERSEDED SURVEY CONTROL
 DH5490
 DH5490.No superseded survey control is available for this station.
 DH5490
 DH5490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP8316862177(NAD 83)
 DH5490_MARKER: DD = SURVEY DISK
 DH5490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5490_STAMPING: GRAND MARSH GPS
 DH5490_MARK LOGO: WIDT  
 DH5490_PROJECTION: FLUSH
 DH5490_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5490+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH5490
 DH5490  HISTORY     - Date     Condition        Report By
 DH5490  HISTORY     - 2003     MONUMENTED       WIDT
 DH5490  HISTORY     - 20051228 GOOD             WIDT
 DH5490
 DH5490                          STATION DESCRIPTION
 DH5490
 DH5490'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5490'OWNERSHIP--TOWN OF NEW CHESTER.  TO REACH THE STATION FROM THE
 DH5490'JUNCTION OF COUNTY  HIGHWAY B AND COUNTY HIGHWAY E WEST WITH COUNTY
 DH5490'HIGHWAY E EAST AND EAGLE COURT  ABOUT 7 MI SOUTHEAST OF THE CITY OF
 DH5490'ADAMS, GO EAST ON COUNTY HIGHWAY E EAST FOR 0.95 MI  TO 6TH AVENUE
 DH5490'TURN RIGHT AND GO SOUTH ON 6TH AVENUE FOR 0.5 MI TO SOUTH RAILROAD
 DH5490'AVENUE ON THE RIGHT, TURN RIGHT AND GO NORTHWEST ON SOUTH RAILROAD
 DH5490'AVENUE FOR 0.1 MI  TO THE STATION ON THE LEFT.  THE STATION IS A
 DH5490'BRONZE WISCONSIN DEPARTMENT OF  TRANSPORTATION GEODETIC SURVEY CONTROL
 DH5490'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER  CONCRETE POST ABOUT
 DH5490'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 7.7 M SOUTHWEST OF  THE
 DH5490'CENTERLINE OF SOUTH RAILROAD AVENUE, 47.7 M SOUTH-SOUTHEAST OF A WOOD
 DH5490'POST FOR A  --SPEED LIMIT 20-- SIGN, 22.8 M WEST OF A WOOD POST FOR A
 DH5490'--TRUCK CROSSING-- SIGN, 1.0 M  NORTHWEST OF AN ORANGE 4X4 PLASTIC
 DH5490'WITNESS POST, 1.0 M SOUTHEAST OF AN ORANGE 4X4  PLASTIC WITNESS POST,
 DH5490'AND 0.8 M NORTHEAST OF A BARBED WIRE FENCE.  ---NOTE---THIS STATION
 DH5490'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH5490'HORIZON.
 DH5490
 DH5490                          STATION RECOVERY (2005)
 DH5490
 DH5490'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5490'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5542 ***********************************************************************
 DH5542  DESIGNATION -  GRAND RAPIDS C GPS
 DH5542  PID         -  DH5542
 DH5542  STATE/COUNTY-  WI/WOOD
 DH5542  USGS QUAD   -  WISCONSIN RAPIDS SOUTH (1984)
 DH5542
 DH5542                         *CURRENT SURVEY CONTROL
 DH5542  ___________________________________________________________________
 DH5542* NAD 83(1997)-  44 22 22.38993(N)    089 46 13.22005(W)     ADJUSTED  
 DH5542* NAVD 88     -                                                        
 DH5542  ___________________________________________________________________
 DH5542  X           -      18,305.237 (meters)                     COMP
 DH5542  Y           -  -4,566,760.363 (meters)                     COMP
 DH5542  Z           -   4,437,997.885 (meters)                     COMP
 DH5542  LAPLACE CORR-          -5.62  (seconds)                    DEFLEC99
 DH5542  ELLIP HEIGHT-         279.31  (meters)          (08/01/05) GPS OBS
 DH5542  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 DH5542
 DH5542  HORZ ORDER  -  FIRST
 DH5542  ELLP ORDER  -  SECOND    CLASS I
 DH5542
 DH5542.The horizontal coordinates were established by GPS observations
 DH5542.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5542
 DH5542
 DH5542.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5542
 DH5542.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5542
 DH5542.The ellipsoidal height was determined by GPS observations
 DH5542.and is referenced to NAD 83.
 DH5542
 DH5542.The geoid height was determined by GEOID03.
 DH5542
 DH5542;                    North         East     Units Scale Factor Converg.
 DH5542;SPC WI C     -    59,979.964   618,304.077   MT  0.99997904   +0 09 43.4
 DH5542;SPC WI C     -   196,784.27  2,028,552.63   sFT  0.99997904   +0 09 43.4
 DH5542;UTM  16      - 4,917,022.893   279,284.322   MT  1.00019914   -1 56 17.3
 DH5542
 DH5542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5542!SPC WI C     -   0.99995621  x   0.99997904  =   0.99993525
 DH5542!UTM  16      -   0.99995621  x   1.00019914  =   1.00015534
 DH5542
 DH5542                          SUPERSEDED SURVEY CONTROL
 DH5542
 DH5542.No superseded survey control is available for this station.
 DH5542
 DH5542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7928417023(NAD 83)
 DH5542_MARKER: DD = SURVEY DISK
 DH5542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5542_STAMPING: GRAND RAPIDS C GPS 2004
 DH5542_MARK LOGO: WIDT  
 DH5542_PROJECTION: FLUSH
 DH5542_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5542+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5542
 DH5542  HISTORY     - Date     Condition        Report By
 DH5542  HISTORY     - 2003     MONUMENTED       WIDT
 DH5542
 DH5542                          STATION DESCRIPTION
 DH5542
 DH5542'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5542'OWNERSHIP--WOOD COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5542'STATE HIGHWAY 54  WEST (RIVERVIEW EXPRESSWAY) AND COUNTY HIGHWAY W
 DH5542'(KELLNER ROAD) WITH STATE HIGHWAY  54 EAST IN THE CITY OF WISCONSIN
 DH5542'RAPIDS, GO EAST ON COUNTY HIGHWAY W (KELLNER ROAD) FOR  1.5 MI TO 45TH
 DH5542'STREET AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DH5542'WISCONSIN  DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DH5542'STATION DISK SET IN THE TOP OF A  41-CM DIAMETER CONCRETE POST ABOUT
 DH5542'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 20.6 M  SOUTH OF THE
 DH5542'CENTERLINE OF COUNTY HIGHWAY W (KELLNER ROAD), 29.0 M NORTH OF THE
 DH5542'CENTERLINE OF WAZEECHA STREET, 20.3 M EAST OF A POWER POLE, 20.2 M
 DH5542'WEST OF THE  CENTERLINE OF 45TH STREET SOUTH, 4.4 M SOUTH OF THE
 DH5542'CENTERLINE OF A WALKING TRAIL, AND  1.0 M SOUTH, NORTHEAST AND
 DH5542'NORTHWEST OF THREE ORANGE 4X4 PLASTIC WITNESS POSTS.   ---NOTE---THIS
 DH5542'STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES
 DH5542'ABOVE  THE HORIZON EXCEPT FOR TREES TO THE NORTHEAST, NORTHWEST, EAST,
 DH5542'AND  SOUTH-SOUTHWEST EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5541 ***********************************************************************
 DH5541  DESIGNATION -  GRAND RAPIDS N GPS
 DH5541  PID         -  DH5541
 DH5541  STATE/COUNTY-  WI/WOOD
 DH5541  USGS QUAD   -  MEEHAN (1976)
 DH5541
 DH5541                         *CURRENT SURVEY CONTROL
 DH5541  ___________________________________________________________________
 DH5541* NAD 83(1997)-  44 25 09.25568(N)    089 44 57.94934(W)     ADJUSTED  
 DH5541* NAVD 88     -                                                        
 DH5541  ___________________________________________________________________
 DH5541  X           -      19,956.005 (meters)                     COMP
 DH5541  Y           -  -4,563,153.130 (meters)                     COMP
 DH5541  Z           -   4,441,681.483 (meters)                     COMP
 DH5541  LAPLACE CORR-          -5.38  (seconds)                    DEFLEC99
 DH5541  ELLIP HEIGHT-         283.93  (meters)          (08/01/05) GPS OBS
 DH5541  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 DH5541
 DH5541  HORZ ORDER  -  FIRST
 DH5541  ELLP ORDER  -  SECOND    CLASS I
 DH5541
 DH5541.The horizontal coordinates were established by GPS observations
 DH5541.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5541
 DH5541
 DH5541.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5541
 DH5541.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5541
 DH5541.The ellipsoidal height was determined by GPS observations
 DH5541.and is referenced to NAD 83.
 DH5541
 DH5541.The geoid height was determined by GEOID03.
 DH5541
 DH5541;                    North         East     Units Scale Factor Converg.
 DH5541;SPC WI C     -    65,135.330   619,954.598   MT  0.99997231   +0 10 36.5
 DH5541;SPC WI C     -   213,698.16  2,033,967.71   sFT  0.99997231   +0 10 36.5
 DH5541;UTM  16      - 4,922,115.394   281,123.140   MT  1.00018920   -1 55 30.3
 DH5541
 DH5541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5541!SPC WI C     -   0.99995548  x   0.99997231  =   0.99992779
 DH5541!UTM  16      -   0.99995548  x   1.00018920  =   1.00014467
 DH5541
 DH5541                          SUPERSEDED SURVEY CONTROL
 DH5541
 DH5541.No superseded survey control is available for this station.
 DH5541
 DH5541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ8112322115(NAD 83)
 DH5541_MARKER: DD = SURVEY DISK
 DH5541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5541_STAMPING: GRAND RAPIDS N GPS 2004
 DH5541_MARK LOGO: WIDT  
 DH5541_PROJECTION: FLUSH
 DH5541_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5541+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH5541
 DH5541  HISTORY     - Date     Condition        Report By
 DH5541  HISTORY     - 2003     MONUMENTED       WIDT
 DH5541  HISTORY     - 20051228 GOOD             WIDT
 DH5541
 DH5541                          STATION DESCRIPTION
 DH5541
 DH5541'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5541'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH5541'STATION FROM THE  JUNCTION OF STATE HIGHWAY 54 WITH COUNTY HIGHWAY U
 DH5541'ABOUT 3 MI EAST OF THE CITY OF  WISCONSIN RAPIDS, GO WEST ON STATE
 DH5541'HIGHWAY 54 FOR 1.0 MI TO 64TH STREET ON THE LEFT, AND  HUFFMAN ROAD ON
 DH5541'THE RIGHT, CONTINUE WEST ON STATE HIGHWAY 54 FOR 0.15 MI TO THE
 DH5541'STATION  ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DH5541'OF TRANSPORTATION  GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP
 DH5541'OF A 41-CM DIAMETER CONCRETE POST  ABOUT LEVEL WITH THE ROAD PAVEMENT.
 DH5541'THE STATION IS 19.6 M NORTH OF THE CENTERLINE OF  THE TWO WEST BOUND
 DH5541'LANES OF STATE HIGHWAY 54, 26.6 M NORTH OF THE NORTHERN MOST  WOOD
 DH5541'POST FOR A --61ST ST NORTH-- SIGN, 3.8 M SOUTH-SOUTHEAST OF A
 DH5541'TELEPHONE PEDESTAL,   3.7 M SOUTH OF A YELLOW POST FOR A --R/W-- SIGN,
 DH5541'AND 1.0 M NORTH, SOUTHWEST, AND  SOUTHEAST OF THREE ORANGE 4X4 PLASTIC
 DH5541'WITNESS POSTS.  ---NOTE--THIS STATION HAS NO  VISIBLE OBSTRUCTION
 DH5541'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR  TREES
 DH5541'TO THE SOUTHEAST AND WEST-SOUTHWEST EXTENDING TO 20 DEGREES AND TREES
 DH5541'TO THE  NORTHEAST EXTENDING TO 30 DEGREES.
 DH5541
 DH5541                          STATION RECOVERY (2005)
 DH5541
 DH5541'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5541'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0598 ***********************************************************************
 QM0598  DESIGNATION -  GRANDEAU
 QM0598  PID         -  QM0598
 QM0598  STATE/COUNTY-  WI/MARINETTE
 QM0598  USGS QUAD   -  DUNBAR (1972)
 QM0598
 QM0598                         *CURRENT SURVEY CONTROL
 QM0598  ___________________________________________________________________
 QM0598* NAD 83(1991)-  45 39 29.82727(N)    088 08 05.79778(W)     ADJUSTED  
 QM0598* NAVD 88     -       370.     (meters)    1214.     (feet)  SCALED    
 QM0598  ___________________________________________________________________
 QM0598  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 QM0598  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 QM0598
 QM0598  HORZ ORDER  -  FIRST
 QM0598
 QM0598.The horizontal coordinates were established by classical geodetic methods
 QM0598.and adjusted by the National Geodetic Survey in February 1997..
 QM0598
 QM0598.The orthometric height was scaled from a topographic map.
 QM0598
 QM0598.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0598
 QM0598.The geoid height was determined by GEOID03.
 QM0598
 QM0598;                    North         East     Units Scale Factor Converg.
 QM0598;SPC WI C     -   204,467.384   745,352.341   MT  1.00003400   +1 18 57.4
 QM0598;SPC WI C     -   670,823.41  2,445,376.81   sFT  1.00003400   +1 18 57.4
 QM0598;SPC WI N     -    56,346.851   745,344.587   MT  0.99998463   +1 20 43.4
 QM0598;SPC WI N     -   184,864.63  2,445,351.37   sFT  0.99998463   +1 20 43.4
 QM0598;UTM  16      - 5,056,708.148   411,579.383   MT  0.99969612   -0 48 42.3
 QM0598
 QM0598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0598!SPC WI C     -   0.99994746  x   1.00003400  =   0.99998146
 QM0598!SPC WI N     -   0.99994746  x   0.99998463  =   0.99993209
 QM0598!UTM  16      -   0.99994746  x   0.99969612  =   0.99964360
 QM0598
 QM0598:                Primary Azimuth Mark                     Grid Az
 QM0598:SPC WI C     -  GRANDEAU AZ MK                           093 01 49.7
 QM0598:SPC WI N     -  GRANDEAU AZ MK                           093 00 03.7
 QM0598:UTM  16      -  GRANDEAU AZ MK                           095 09 29.4
 QM0598
 QM0598|---------------------------------------------------------------------|
 QM0598| PID    Reference Object                     Distance      Geod. Az  |
 QM0598|                                                           dddmmss.s |
 QM0598| CJ5023 GRANDEAU AZ MK                                     0942047.1 |
 QM0598| CJ5024 GRANDEAU RM 1                        41.070 METERS 13028     |
 QM0598| QM0599 T37N R18E SEC 21 QUAR COR 1954       20.399 METERS 20415     |
 QM0598| CJ5025 GRANDEAU RM 2                        24.870 METERS 21430     |
 QM0598|---------------------------------------------------------------------|
 QM0598
 QM0598                          SUPERSEDED SURVEY CONTROL
 QM0598
 QM0598  NAD 83(1991)-  45 39 29.82732(N)    088 08 05.79775(W) AD(       ) 1
 QM0598  NAD 83(1986)-  45 39 29.83018(N)    088 08 05.79849(W) AD(       ) 1
 QM0598  NAD 27      -  45 39 29.98200(N)    088 08 05.35800(W) AD(       ) 1
 QM0598
 QM0598.Superseded values are not recommended for survey control.
 QM0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0598.See file dsdata.txt to determine how the superseded data were derived.
 QM0598
 QM0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1157956708(NAD 83)
 QM0598_MARKER: DS = TRIANGULATION STATION DISK
 QM0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0598
 QM0598  HISTORY     - Date     Condition        Report By
 QM0598  HISTORY     - 1954     MONUMENTED       CGS
 QM0598  HISTORY     - 19951014 GOOD             USPSQD
 QM0598  HISTORY     - 20010331 MARK NOT FOUND   NGS
 QM0598
 QM0598                          STATION DESCRIPTION
 QM0598
 QM0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QM0598'STATION IS LOCATED ON A LOW BARE HILL, ABOUT 2.0 MILES NORTHEAST
 QM0598'OF THE VILLAGE OF DUNBAR, 7.0 WEST-NORTHWEST OF PEMBINE, AND
 QM0598'ABOUT 1.3 MILES SOUTHWEST OF THE WISCONSIN CONSERVATION FOREST
 QM0598'SERVICE LOOKOUT TOWER.  STATION IS 47-1/2 FEET SOUTH-SOUTHEAST
 QM0598'OF A UTILITY POLE, 105 FEET NORTHEAST OF THE APPROXIMATE
 QM0598'CENTERLINE OF COUNTY ROAD O, AND 1-1/2 FEET SOUTH-SOUTHEAST
 QM0598'OF A WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 QM0598'STAMPED GRANDEAU 1954.
 QM0598'
 QM0598'REFERENCE MARK NO. 1 IS 27 FEET NORTH-NORTHEAST OF THE APPROXIMATE
 QM0598'CENTERLINE OF COUNTY ROAD O, AND 69 FEET NORTHWEST OF A
 QM0598'UTILITY POLE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 QM0598'GRANDEAU NO 1 1954.
 QM0598'
 QM0598'REFERENCE MARK NO. 2 IS 35 FEET NORTH OF THE APPROXIMATE
 QM0598'CENTERLINE OF COUNTY ROAD O.  THE MARK PROJECTS 8 INCHES AND
 QM0598'THE DISK IS STAMPED GRANDEAU NO 2 1954.
 QM0598'
 QM0598'SEC. 21, T. 37 N, R. 18 E, (W-21, 18, 1/16, 1/4 SECTION MARKER
 QM0598'IS A 4 X 4 INCH WOOD POST, PROJECTS ABOUT 2-1/2 FEET AND IS 20.40
 QM0598'METERS OR 66.9 FEET SOUTH-SOUTHWEST OF GRANDEAU 1954.
 QM0598'
 QM0598'AZIMUTH MARK IS 22-1/2 FEET NORTH OF THE APPROXIMATE CENTERLINE
 QM0598'OF COUNTY ROAD O, 13 FEET EAST OF DRIVEWAY, 1 FOOT NORTHEAST
 QM0598'OF CORNER POST, AND 2-1/2 FEET SOUTHEAST OF A WITNESS POST.
 QM0598'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED GRANDEAU
 QM0598'1954.
 QM0598'
 QM0598'TO REACH FROM THE POST OFFICE IN THE VILLAGE OF DUNBAR, GO
 QM0598'EAST ON U.S. HIGHWAY NO. 8 FOR 0.5 MILE TO JUNCTION OF COUNTY
 QM0598'ROAD O.  TURN LEFT AND GO NORTH THENCE EAST ON COUNTY ROAD
 QM0598'O FOR 2.1 MILES TO T ROAD LEFT AND STATION ON LEFT AS DESCRIBED.
 QM0598'CONTINUE EASTERLY ON COUNTY ROAD O FOR 0.5 MILE TO DRIVEWAY
 QM0598'AND AZIMUTH MARK ON LEFT (NORTH) SIDE OF ROAD AS DESCRIBED.
 QM0598'
 QM0598'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 QM0598
 QM0598                          STATION RECOVERY (1995)
 QM0598
 QM0598'RECOVERY NOTE BY US POWER SQUADRON 1995
 QM0598'RECOVERED IN GOOD CONDITION.
 QM0598
 QM0598                          STATION RECOVERY (2001)
 QM0598
 QM0598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QM0598'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0750 ***********************************************************************
 ON0750  DESIGNATION -  GRANDFATHER
 ON0750  PID         -  ON0750
 ON0750  STATE/COUNTY-  WI/LA CROSSE
 ON0750  USGS QUAD   -  LA CROSSE (1993)
 ON0750
 ON0750                         *CURRENT SURVEY CONTROL
 ON0750  ___________________________________________________________________
 ON0750* NAD 83(1991)-  43 48 42.73783(N)    091 12 41.71917(W)     ADJUSTED  
 ON0750* NAVD 88     -       358.2    (meters)    1175.     (feet)  VERTCON   
 ON0750  ___________________________________________________________________
 ON0750  LAPLACE CORR-          -6.00  (seconds)                    DEFLEC99
 ON0750  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 ON0750
 ON0750  HORZ ORDER  -  FIRST
 ON0750
 ON0750.The horizontal coordinates were established by classical geodetic methods
 ON0750.and adjusted by the National Geodetic Survey in March 1999..
 ON0750
 ON0750.The NAVD 88 height was computed by applying the VERTCON shift value to
 ON0750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ON0750
 ON0750.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0750
 ON0750.The geoid height was determined by GEOID03.
 ON0750
 ON0750;                    North         East     Units Scale Factor Converg.
 ON0750;SPC WI S     -   201,992.812   502,524.061   MT  0.99995820   -0 49 57.0
 ON0750;SPC WI S     -   662,704.75  1,648,697.69   sFT  0.99995820   -0 49 57.0
 ON0750;SPC MN S     -   194,035.681 1,024,308.455   MT  0.99999394   +1 57 16.1
 ON0750;UTM  15      - 4,852,532.533   643,837.581   MT  0.99985447   +1 14 17.9
 ON0750
 ON0750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0750!SPC WI S     -   0.99994882  x   0.99995820  =   0.99990702
 ON0750!SPC MN S     -   0.99994882  x   0.99999394  =   0.99994276
 ON0750!UTM  15      -   0.99994882  x   0.99985447  =   0.99980330
 ON0750
 ON0750:                Primary Azimuth Mark                     Grid Az
 ON0750:SPC WI S     -  MCDONALD                                 227 14 22.4
 ON0750:SPC MN S     -  MCDONALD                                 224 27 09.3
 ON0750:UTM  15      -  MCDONALD                                 225 10 07.5
 ON0750
 ON0750|---------------------------------------------------------------------|
 ON0750| PID    Reference Object                     Distance      Geod. Az  |
 ON0750|                                                           dddmmss.s |
 ON0750| ON0797 MCDONALD                            APPROX. 8.8 KM 2262425.4 |
 ON0750| ON0793 AIRWAY BEACON 23 DRESBACH           APPROX.12.4 KM 3064550.3 |
 ON0750|---------------------------------------------------------------------|
 ON0750
 ON0750                          SUPERSEDED SURVEY CONTROL
 ON0750
 ON0750  NAD 83(1991)-  43 48 42.73605(N)    091 12 41.71988(W) AD(       ) 1
 ON0750  NAD 83(1986)-  43 48 42.73115(N)    091 12 41.72312(W) AD(       ) 1
 ON0750  NAD 27      -  43 48 42.85200(N)    091 12 41.23600(W) AD(       ) 1
 ON0750  NGVD 29 (07/19/86)  358.2    (m)         1175.     (f) VERT ANG       
 ON0750
 ON0750.Superseded values are not recommended for survey control.
 ON0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0750.See file dsdata.txt to determine how the superseded data were derived.
 ON0750
 ON0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ4383852533(NAD 83)
 ON0750_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 ON0750_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ON0750_MARK LOGO: MRC   
 ON0750_MAGNETIC: N = NO MAGNETIC MATERIAL
 ON0750_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0750
 ON0750  HISTORY     - Date     Condition        Report By
 ON0750  HISTORY     - 1884     MONUMENTED       MRC
 ON0750  HISTORY     - 1926     GOOD             CGS
 ON0750  HISTORY     - 1927     GOOD             CGS
 ON0750  HISTORY     - 1961     GOOD             CGS
 ON0750  HISTORY     - 1962     GOOD             USGS
 ON0750  HISTORY     - 1965     GOOD             CGS
 ON0750  HISTORY     - 19910605 SEE DESCRIPTION  NGS
 ON0750
 ON0750                          STATION DESCRIPTION
 ON0750
 ON0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (EJB)
 ON0750'RECOVERED AS DESCRIBED.  MARK IN GOOD CONDITION.
 ON0750
 ON0750                          STATION RECOVERY (1927)
 ON0750
 ON0750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (HWH)
 ON0750'STATION IS ON GRANDFATHER BLUFF BACK OF LA CROSSE ON SECOND
 ON0750'ROCKY POINT, JUST N OF PROLONGATION OF MAIN STREET IN LA CROSSE,
 ON0750'AND 12 METERS (39 FEET) ABOVE QUARRY ON LOWER FACE OF BLUFF.
 ON0750'STATION IS MARKED BY A STANDARD SURVEY MARK OF THE MISSISSIPPI
 ON0750'RIVER COMMISSION CONSISTING OF A STEEL PIPE, 4 INCHES IN
 ON0750'DIAMETER AND 4 FEET LONG, RESTING ON A VITRIFIED TILE, 18
 ON0750'INCHES SQUARE AND 4 INCHES THICK.  THE BOTTOM END OF THE
 ON0750'PIPE IS SPLIT FOR SEVERAL INCHES AND SPREAD OUT TO ABOUT 10
 ON0750'INCHES IN DIAMETER.  A BRASS CAP IS RIVETED ON TOP OF PIPE.
 ON0750'THE CAP IS MARKED MISSISSIPPI RIVER COMMISSION.  250 DOLLAR FINE FOR
 ON0750'DISTURBING THIS MARK.  ON EACH SIDE OF A SMALL HOLE IN THE
 ON0750'CENTER ARE THE LETTERS U.S., BELOW THIS ARE THE WORDS
 ON0750'LATITUDE, LONGITUDE, AND ELEVATION ABOVE SEA, WITH A BLANK
 ON0750'SPACE LEFT FOR CUTTING IN THE DATA.  IN THE TILE IS LEADED
 ON0750'A COPPER BOLT SURROUNDED WITH INSCRIPTION MISSISSIPPI RIVER
 ON0750'COMMISSION U.S. IN SUNK LETTERS.
 ON0750
 ON0750                          STATION RECOVERY (1961)
 ON0750
 ON0750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NGF)
 ON0750'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION INADEQUATE.
 ON0750'NEW DESCRIPTION FOLLOWS--
 ON0750'
 ON0750'TO REACH FROM DOWNTOWN LA CROSSE FOLLOW MAIN STREET EAST TO
 ON0750'FOOT OF GRANDADS BLUFF, FOLLOW PAVED PARK ROAD TO LEFT UP
 ON0750'TO TOP OF BLUFF AND END OF ROAD TO PARKING AREA, CONTINUE WEST ON
 ON0750'FOOT TO END OF PAVED WALK TO OBSERVATION POINT AT SOUTHWEST
 ON0750'POINT OF BLUFF AND STATION MARK ON INSIDE NORTH OF 5 FT WOVEN
 ON0750'WIRE FENCE.  STATION MARK PROJECTS 1.0 FT AND IS A STANDARD
 ON0750'METAL MRC CAP ON TOP OF 4 INCH STEEL PIPE
 ON0750
 ON0750                          STATION RECOVERY (1962)
 ON0750
 ON0750'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 ON0750'REVISED DESCRIPTION--STATION IS ON GRANDFATHER BLUFF BACK
 ON0750'OF LA CROSSE, ON 2ND ROCKY POINT, JUST NORTH OF PROLONGATION
 ON0750'OF MAIN STREET IN LA CROSSE, AND 39 FT ABOVE QUARRY ON LOWER
 ON0750'FACE OF BLUFF.  T 15 AND 16 N, R 7 W, NEAR E/16 CORNER BETWEEN
 ON0750'SECTIONS 4 AND 33.  ABOUT 250 FT SW OF FLAGPOLE ALONG WALK
 ON0750'TO LOOKOUT POINT.  STANDARD MRC PIPE AND SET IN CONCRETE
 ON0750'WALK 6 INCHES NE OF GUARD FENCE ON LOOKOUT POINT.  STATION
 ON0750'OK.  NO MARKINGS WORE OFF SMOOTH.
 ON0750
 ON0750                          STATION RECOVERY (1965)
 ON0750
 ON0750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WEB)
 ON0750'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 ON0750
 ON0750                          STATION RECOVERY (1991)
 ON0750
 ON0750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (DBH)
 ON0750'STATION IS LOCATED ON GRANDADS BLUFF EAST OF LA CROSSE ON THE SECOND
 ON0750'ROCKY POINT, JUST NORTH OF THE PRONLOGATION OF MAIN STREET IN LA
 ON0750'CROSSE, AND 12 M (39.4 FT) ABOVE THE QUARRY ON LOWER FACE OF BLUFF.
 ON0750'TO REACH THE STATION FROM DOWNTOWN LA CROSSE, FOLLOW MAIN STREET EAST
 ON0750'TO FOOT OF GRANDADS BLUFF.  FOLLOW PAVED ROAD TO LEFT AND UP TO TOP OF
 ON0750'BLUFF. TURN RIGHT AT FIRST ROAD AT TOP OF BLUFF (ALPINE INN). PROCEED
 ON0750'TO END OF ROAD AND PARKING AREA.  CONTINUE WEST AND SOUTH ON FOOT TO
 ON0750'END OF PAVED WALK TO OBSERVATION POINT AT SOUTHWEST POINT OF BLUFF.
 ON0750'STATION WAS SEARCHED FOR BY AZIMUTH AND DISTANCE TIES FROM STATION
 ON0750'HIXON.  STATION APPEARS TO LIE UNDERNEATH THE NORTHWEST CORNER POST OF
 ON0750'A CHAIN LINK FENCE SURROUNDING THE WALKWAY.  EVIDENCE OF AN IRON PIPE
 ON0750'WAS NOT FOUND.  THE CONCRETE SURROUNDING THE FENCE CORNER POST IS
 ON0750'NEARLY 16 INCHES IN DIAMETER.  PARK PERSONNEL SAY THAT THE CONCRETE IS
 ON0750'AT LEAST 2 FEET (0.6 M) THICK.  NO ATTEMPT WAS MADE TO DISLODGE THE
 ON0750'POST AND LOOK FOR THE UNDERGROUND MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0071 ***********************************************************************
 QM0071  DESIGNATION -  GRANT
 QM0071  PID         -  QM0071
 QM0071  STATE/COUNTY-  WI/FOREST
 QM0071  USGS QUAD   -  WABENO (1972)
 QM0071
 QM0071                         *CURRENT SURVEY CONTROL
 QM0071  ___________________________________________________________________
 QM0071* NAD 83(1991)-  45 28 49.55867(N)    088 40 23.92214(W)     ADJUSTED  
 QM0071* NAVD 88     -       489.916  (meters)    1607.33   (feet)  ADJUSTED  
 QM0071  ___________________________________________________________________
 QM0071  LAPLACE CORR-          -4.91  (seconds)                    DEFLEC99
 QM0071  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 QM0071  DYNAMIC HT  -         489.868 (meters)    1607.18  (feet)  COMP
 QM0071  MODELED GRAV-     980,501.8   (mgal)                       NAVD 88
 QM0071
 QM0071  HORZ ORDER  -  FIRST
 QM0071  VERT ORDER  -  FIRST     CLASS II
 QM0071
 QM0071.The horizontal coordinates were established by classical geodetic methods
 QM0071.and adjusted by the National Geodetic Survey in November 1991..
 QM0071
 QM0071.The orthometric height was determined by differential leveling
 QM0071.and adjusted by the National Geodetic Survey in June 1991..
 QM0071
 QM0071.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0071
 QM0071.The geoid height was determined by GEOID03.
 QM0071
 QM0071.The dynamic height is computed by dividing the NAVD 88
 QM0071.geopotential number by the normal gravity value computed on the
 QM0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0071.degrees latitude (g = 980.6199 gals.).
 QM0071
 QM0071.The modeled gravity was interpolated from observed gravity values.
 QM0071
 QM0071;                    North         East     Units Scale Factor Converg.
 QM0071;SPC WI N     -    35,739.575   703,724.214   MT  1.00001677   +0 57 25.3
 QM0071;SPC WI N     -   117,255.59  2,308,801.86   sFT  1.00001677   +0 57 25.3
 QM0071;SPC WI C     -   183,878.117   703,722.303   MT  0.99999633   +0 56 09.9
 QM0071;SPC WI C     -   603,273.46  2,308,795.59   sFT  0.99999633   +0 56 09.9
 QM0071;UTM  16      - 5,037,684.452   369,224.520   MT  0.99981027   -1 11 35.7
 QM0071
 QM0071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0071!SPC WI N     -   0.99992856  x   1.00001677  =   0.99994533
 QM0071!SPC WI C     -   0.99992856  x   0.99999633  =   0.99992489
 QM0071!UTM  16      -   0.99992856  x   0.99981027  =   0.99973884
 QM0071
 QM0071:                Primary Azimuth Mark                     Grid Az
 QM0071:SPC WI N     -  FOREST                                   182 07 06.5
 QM0071:SPC WI C     -  FOREST                                   182 08 21.9
 QM0071:UTM  16      -  FOREST                                   184 16 07.5
 QM0071
 QM0071|---------------------------------------------------------------------|
 QM0071| PID    Reference Object                     Distance      Geod. Az  |
 QM0071|                                                           dddmmss.s |
 QM0071| QM0072 FOREST                              APPROX. 4.3 KM 1830431.8 |
 QM0071|---------------------------------------------------------------------|
 QM0071
 QM0071                          SUPERSEDED SURVEY CONTROL
 QM0071
 QM0071  NAD 83(1986)-  45 28 49.55856(N)    088 40 23.94447(W) AD(       ) 1
 QM0071  NAD 27      -  45 28 49.67600(N)    088 40 23.54900(W) AD(       ) 1
 QM0071  NGVD 29 (??/??/92)  489.899  (m)         1607.28   (f) ADJ UNCH    1 2
 QM0071
 QM0071.Superseded values are not recommended for survey control.
 QM0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0071.See file dsdata.txt to determine how the superseded data were derived.
 QM0071
 QM0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR6922537684(NAD 83)
 QM0071_MARKER: DS = TRIANGULATION STATION DISK
 QM0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0071
 QM0071  HISTORY     - Date     Condition        Report By
 QM0071  HISTORY     - 1921     MONUMENTED       CGS
 QM0071  HISTORY     - 1922     GOOD             NGS
 QM0071  HISTORY     - 1934     GOOD             NGS
 QM0071  HISTORY     - 1963     SEE DESCRIPTION  USGS
 QM0071  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0071
 QM0071                          STATION DESCRIPTION
 QM0071
 QM0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0071'STATION IS ABOUT 3 MILES N OF WABENO, 150 METERS N OF RAILROAD
 QM0071'CULVERT N 127, 20.12 METERS (66.02 FEET) W OF THE W RAIL OF
 QM0071'THE CHICAGO AND NORTHWESTERN RAILWAY AT THE INTERSECTION
 QM0071'OF THE W RAIL FROM THE S AND THE E RAIL FROM THE N.
 QM0071'
 QM0071'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 QM0071'DISKS SET IN CONCRETE.
 QM0071
 QM0071                          STATION RECOVERY (1922)
 QM0071
 QM0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 QM0071'0.5 MI S FROM PADUS.
 QM0071'ABOUT 3 MILES NORTH OF WABENO, 150 METERS NORTH OF R.R. CULVERT
 QM0071'N. 127, 20.12 METERS (66.02 FT.) WEST OF THE WEST RAIL OF THE
 QM0071'C. AND N.W. RY., AT THE INTERSECTION OF THE WEST RAIL FROM THE
 QM0071'SOUTH AND THE EAST RAIL FROM THE NORTH.
 QM0071
 QM0071                          STATION RECOVERY (1934)
 QM0071
 QM0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QM0071'RECOVERED IN GOOD CONDITION.
 QM0071
 QM0071                          STATION RECOVERY (1963)
 QM0071
 QM0071'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 QM0071'STATION DESTROYED.  IT WAS FOUND HALF WAY OUT OF GROUND AND
 QM0071'AT A 45 DEGREE ANGLE APPARENTLY HEAVED BY FROST.
 QM0071
 QM0071                          STATION RECOVERY (1985)
 QM0071
 QM0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0963 ***********************************************************************
 NJ0963  DESIGNATION -  GRANT
 NJ0963  PID         -  NJ0963
 NJ0963  STATE/COUNTY-  WI/GRANT
 NJ0963  USGS QUAD   -  MT HOPE (1982)
 NJ0963
 NJ0963                         *CURRENT SURVEY CONTROL
 NJ0963  ___________________________________________________________________
 NJ0963* NAD 83(1991)-  42 54 46.83593(N)    090 52 05.86407(W)     ADJUSTED  
 NJ0963* NAVD 88     -       341.     (meters)    1119.     (feet)  SCALED    
 NJ0963  ___________________________________________________________________
 NJ0963  LAPLACE CORR-          -5.63  (seconds)                    DEFLEC99
 NJ0963  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 NJ0963
 NJ0963  HORZ ORDER  -  THIRD
 NJ0963
 NJ0963.The horizontal coordinates were established by classical geodetic methods
 NJ0963.and adjusted by the National Geodetic Survey in March 1999..
 NJ0963
 NJ0963.The orthometric height was scaled from a topographic map.
 NJ0963
 NJ0963.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0963
 NJ0963.The geoid height was determined by GEOID03.
 NJ0963
 NJ0963;                    North         East     Units Scale Factor Converg.
 NJ0963;SPC WI S     -   101,796.124   529,102.045   MT  0.99996862   -0 35 47.8
 NJ0963;SPC WI S     -   333,976.12  1,735,895.63   sFT  0.99996862   -0 35 47.8
 NJ0963;UTM  15      - 4,753,359.237   673,999.618   MT  0.99997247   +1 27 06.5
 NJ0963
 NJ0963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0963!SPC WI S     -   0.99995158  x   0.99996862  =   0.99992020
 NJ0963!UTM  15      -   0.99995158  x   0.99997247  =   0.99992405
 NJ0963
 NJ0963|---------------------------------------------------------------------|
 NJ0963| PID    Reference Object                     Distance      Geod. Az  |
 NJ0963|                                                           dddmmss.s |
 NJ0963| CI9673 GRANT RM 1                           19.978 METERS 06810     |
 NJ0963| NJ0917 LANCASTER MUNICIPAL TANK            APPROX.14.9 KM 1191143.2 |
 NJ0963| NJ0922 LANCASTER CO COURTHOUSE DOME        APPROX.14.8 KM 1192107.2 |
 NJ0963| NJ0921 LANCASTER ST CLEMENTS CATH CH       APPROX.14.7 KM 1194720.1 |
 NJ0963| CI9672 GRANT AZ MK                                        1412758.6 |
 NJ0963| CI9674 GRANT RM 2                            7.755 METERS 18140     |
 NJ0963|---------------------------------------------------------------------|
 NJ0963
 NJ0963                          SUPERSEDED SURVEY CONTROL
 NJ0963
 NJ0963  NAD 83(1991)-  42 54 46.83139(N)    090 52 05.86134(W) AD(       ) 3
 NJ0963  NAD 83(1986)-  42 54 46.82825(N)    090 52 05.86335(W) AD(       ) 3
 NJ0963  NAD 27      -  42 54 46.87150(N)    090 52 05.40940(W) AD(       ) 3
 NJ0963
 NJ0963.Superseded values are not recommended for survey control.
 NJ0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0963.See file dsdata.txt to determine how the superseded data were derived.
 NJ0963
 NJ0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH7400053359(NAD 83)
 NJ0963_MARKER: DS = TRIANGULATION STATION DISK
 NJ0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0963
 NJ0963  HISTORY     - Date     Condition        Report By
 NJ0963  HISTORY     - 1958     MONUMENTED       CGS
 NJ0963  HISTORY     - 19980930 GOOD             USPSQD
 NJ0963
 NJ0963                          STATION DESCRIPTION
 NJ0963
 NJ0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 NJ0963'THE STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF LANCASTER,
 NJ0963'ABOUT 4 MILES NORTHEAST OF BLOOMINGTON AND ABOUT 5 MILES SOUTH OF
 NJ0963'MT. HOPE.  IN THE NE 1/4 OF SEC. 17, T-5-N, R-4-W, ON ROAD
 NJ0963'RIGHT-OF-WAY.  IT IS 33 FEET WEST OF THE CENTERLINE OF COUNTY
 NJ0963'ROAD J, 4 FEET SOUTH OF A WHITE WITNESS POST, 6 FEET SOUTH OF A
 NJ0963'POWER POLE AND 4 FEET EAST OF A FENCE.  THE MONUMENT IS FLUSH
 NJ0963'AND THE DISK IS STAMPED GRANT 1958.
 NJ0963'
 NJ0963'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD J AND
 NJ0963'STATE HIGHWAY 132 IN MT. HOPE, GO SOUTH ON COUNTY ROAD J FOR
 NJ0963'4.4 MILES TO THE STATION ON THE RIGHT.
 NJ0963'
 NJ0963'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON COUNTY
 NJ0963'ROAD J FOR 0.25 MILE TO THE JUNCTION OF COUNTY ROAD J AND
 NJ0963'COUNTY ROAD A.  TURN LEFT, GO EAST ON COUNTY ROAD A FOR 0.2 MILE
 NJ0963'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 NJ0963'
 NJ0963'REFERENCE MARK 1 IS 31 FEET EAST OF THE CENTERLINE OF COUNTY
 NJ0963'ROAD J AND 75 FEET NORTH OF A TELEPHONE POLE.  THE MONUMENT
 NJ0963'IS FLUSH AND THE DISK IS STAMPED GRANT NO 1 1958.
 NJ0963'
 NJ0963'REFERENCE MARK 2 IS 34 FEET WEST OF THE CENTERLINE OF COUNTY
 NJ0963'ROAD J, 2 FEET EAST OF A FENCE AND 31 FEET SOUTH OF A POWER
 NJ0963'POWER POLE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 NJ0963'GRANT NO 2 1958.
 NJ0963'
 NJ0963'THE AZIMUTH MARK IS 30 FEET NORTH OF THE CENTERLINE OF COUNTY
 NJ0963'ROAD A, 1 FOOT SOUTH OF A FENCE AND 2 FEET WEST OF A WHITE WITNESS
 NJ0963'POST.  THE MONUMENT PROJECTS 4 INCHES AND AND THE DISK IS STAMPED
 NJ0963'GRANT 1958.
 NJ0963'
 NJ0963'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 NJ0963
 NJ0963                          STATION RECOVERY (1998)
 NJ0963
 NJ0963'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0963'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5543 ***********************************************************************
 DH5543  DESIGNATION -  GRANT C GPS
 DH5543  PID         -  DH5543
 DH5543  STATE/COUNTY-  WI/PORTAGE
 DH5543  USGS QUAD   -  KELLNER (1970)
 DH5543
 DH5543                         *CURRENT SURVEY CONTROL
 DH5543  ___________________________________________________________________
 DH5543* NAD 83(1997)-  44 19 10.19874(N)    089 41 13.32876(W)     ADJUSTED  
 DH5543* NAVD 88     -                                                        
 DH5543  ___________________________________________________________________
 DH5543  X           -      24,967.561 (meters)                     COMP
 DH5543  Y           -  -4,570,878.991 (meters)                     COMP
 DH5543  Z           -   4,433,758.651 (meters)                     COMP
 DH5543  LAPLACE CORR-          -4.85  (seconds)                    DEFLEC99
 DH5543  ELLIP HEIGHT-         284.00  (meters)          (08/01/05) GPS OBS
 DH5543  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 DH5543
 DH5543  HORZ ORDER  -  FIRST
 DH5543  ELLP ORDER  -  SECOND    CLASS I
 DH5543
 DH5543.The horizontal coordinates were established by GPS observations
 DH5543.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5543
 DH5543
 DH5543.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5543
 DH5543.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5543
 DH5543.The ellipsoidal height was determined by GPS observations
 DH5543.and is referenced to NAD 83.
 DH5543
 DH5543.The geoid height was determined by GEOID03.
 DH5543
 DH5543;                    North         East     Units Scale Factor Converg.
 DH5543;SPC WI C     -    54,070.042   624,966.203   MT  0.99998759   +0 13 15.0
 DH5543;SPC WI C     -   177,394.80  2,050,409.95   sFT  0.99998759   +0 13 15.0
 DH5543;UTM  16      - 4,910,871.648   285,726.744   MT  1.00016468   -1 52 40.9
 DH5543
 DH5543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5543!SPC WI C     -   0.99995547  x   0.99998759  =   0.99994306
 DH5543!UTM  16      -   0.99995547  x   1.00016468  =   1.00012014
 DH5543
 DH5543                          SUPERSEDED SURVEY CONTROL
 DH5543
 DH5543.No superseded survey control is available for this station.
 DH5543
 DH5543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ8572710872(NAD 83)
 DH5543_MARKER: DD = SURVEY DISK
 DH5543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5543_STAMPING: GRANT C GPS 2004
 DH5543_MARK LOGO: WIDT  
 DH5543_PROJECTION: FLUSH
 DH5543_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5543+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5543
 DH5543  HISTORY     - Date     Condition        Report By
 DH5543  HISTORY     - 2003     MONUMENTED       WIDT
 DH5543
 DH5543                          STATION DESCRIPTION
 DH5543
 DH5543'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5543'OWNERSHIP--TOWN OF GRANT.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5543'COUNTY HIGHWAY  U (80TH STREET) WITH COUNTY HIGHWAY W (TOWNLINE ROAD)
 DH5543'ABOUT 5 MI SOUTHEAST OF THE CITY  OF WISCONSIN  RAPIDS, GO SOUTH ON
 DH5543'COUNTY HIGHWAY U (80 STREET) FOR 1.2 MI TO QUARRY ROAD ON THE LEFT,
 DH5543'TURN LEFT  AND GO EAST ON QUARRY ROAD FOR 1.8 MI TO 100TH STREET
 DH5543'SOUTH, CONTINUE EAST ON QUARRY  ROAD FOR 0.05 MI TO THE STATION ON THE
 DH5543'RIGHT.  THE STATION IS A BRONZE WISCONSIN  DEPARTMENT OF
 DH5543'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH5543'A  41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD PAVEMENT.
 DH5543'THE STATION IS 7.7 M  SOUTH OF THE CENTERLINE OF QUARRY ROAD, 70 M
 DH5543'EAST OF THE CENTERLINE OF 100TH STREET  SOUTH, 1.0 M EAST AND WEST OF
 DH5543'TWO ORANGE 4X4 PLASTIC WITNESS POSTS, AND 0.5 M NORTH OF A  BARBED
 DH5543'WIRE FENCE.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION
 DH5543'EXTENDING HIGHER  THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5536 ***********************************************************************
 DH5536  DESIGNATION -  GRANT E GPS
 DH5536  PID         -  DH5536
 DH5536  STATE/COUNTY-  WI/PORTAGE
 DH5536  USGS QUAD   -  KELLNER (1970)
 DH5536
 DH5536                         *CURRENT SURVEY CONTROL
 DH5536  ___________________________________________________________________
 DH5536* NAD 83(1997)-  44 18 14.83733(N)    089 37 46.26872(W)     ADJUSTED  
 DH5536* NAVD 88     -                                                        
 DH5536  ___________________________________________________________________
 DH5536  X           -      29,563.780 (meters)                     COMP
 DH5536  Y           -  -4,572,047.236 (meters)                     COMP
 DH5536  Z           -   4,432,537.706 (meters)                     COMP
 DH5536  LAPLACE CORR-          -5.20  (seconds)                    DEFLEC99
 DH5536  ELLIP HEIGHT-         286.63  (meters)          (08/01/05) GPS OBS
 DH5536  GEOID HEIGHT-         -35.64  (meters)                     GEOID03
 DH5536
 DH5536  HORZ ORDER  -  FIRST
 DH5536  ELLP ORDER  -  SECOND    CLASS I
 DH5536
 DH5536.The horizontal coordinates were established by GPS observations
 DH5536.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5536
 DH5536
 DH5536.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5536
 DH5536.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5536
 DH5536.The ellipsoidal height was determined by GPS observations
 DH5536.and is referenced to NAD 83.
 DH5536
 DH5536.The geoid height was determined by GEOID03.
 DH5536
 DH5536;                    North         East     Units Scale Factor Converg.
 DH5536;SPC WI C     -    52,380.590   629,562.268   MT  0.99999021   +0 15 41.0
 DH5536;SPC WI C     -   171,851.99  2,065,488.87   sFT  0.99999021   +0 15 41.0
 DH5536;UTM  16      - 4,909,014.707   290,258.596   MT  1.00014105   -1 50 14.3
 DH5536
 DH5536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5536!SPC WI C     -   0.99995506  x   0.99999021  =   0.99994527
 DH5536!UTM  16      -   0.99995506  x   1.00014105  =   1.00009610
 DH5536
 DH5536                          SUPERSEDED SURVEY CONTROL
 DH5536
 DH5536.No superseded survey control is available for this station.
 DH5536
 DH5536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ9025909015(NAD 83)
 DH5536_MARKER: DD = SURVEY DISK
 DH5536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5536_STAMPING: GRANT E GPS 2004
 DH5536_MARK LOGO: WIDT  
 DH5536_PROJECTION: FLUSH
 DH5536_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5536+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5536
 DH5536  HISTORY     - Date     Condition        Report By
 DH5536  HISTORY     - 2003     MONUMENTED       WIDT
 DH5536
 DH5536                          STATION DESCRIPTION
 DH5536
 DH5536'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5536'OWNERSHIP--TOWN OF GRANT.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5536'COUNTY HIGHWAY  W WITH COUNTY HIGHWAY F ABOUT 9 MI SOUTHWEST OF THE
 DH5536'VILLAGE OF PLOVER, GO SOUTH ON  COUNTY HIGHWAY F FOR 2.25 MI TO MILL
 DH5536'ROAD, TURN LEFT AND GO EAST ON MILL ROAD FOR 0.85 MI  TO THE STATION
 DH5536'ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH5536'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH5536'A 41-CM DIAMETER  CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DH5536'THE STATION IS 8.8 M SOUTH OF THE  CENTERLINE OF MILL ROAD, 60 M
 DH5536'WEST-SOUTHWEST OF POWER POLE --GR6 2-15--, 44.4 M  EAST-SOUTHEAST OF A
 DH5536'POWER POLE, 83 M WEST OF A FIELD ENTRANCE, AND 1.0 M SOUTH,  NORTHEAST
 DH5536'AND NORTHWEST OF THREE ORANGE 4X4 PLASTIC WITNESS POSTS.
 DH5536'---NOTE---THIS  STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER
 DH5536'THAN 15 DEGREES ABOVE THE  HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0671 ***********************************************************************
 NG0671  DESIGNATION -  GRANT PARK
 NG0671  PID         -  NG0671
 NG0671  STATE/COUNTY-  WI/MILWAUKEE
 NG0671  USGS QUAD   -  SOUTH MILWAUKEE (1994)
 NG0671
 NG0671                         *CURRENT SURVEY CONTROL
 NG0671  ___________________________________________________________________
 NG0671* NAD 83(1991)-  42 54 48.11474(N)    087 50 25.03005(W)     ADJUSTED  
 NG0671* NAVD 88     -       208.     (meters)     682.     (feet)  SCALED    
 NG0671  ___________________________________________________________________
 NG0671  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 NG0671  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 NG0671
 NG0671  HORZ ORDER  -  THIRD
 NG0671
 NG0671.The horizontal coordinates were established by classical geodetic methods
 NG0671.and adjusted by the National Geodetic Survey in October 1999..
 NG0671
 NG0671.The orthometric height was scaled from a topographic map.
 NG0671
 NG0671.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0671
 NG0671.The geoid height was determined by GEOID03.
 NG0671
 NG0671;                    North         East     Units Scale Factor Converg.
 NG0671;SPC WI S     -   103,750.001   776,327.120   MT  0.99996857   +1 29 02.2
 NG0671;SPC WI S     -   340,386.46  2,546,999.89   sFT  0.99996857   +1 29 02.2
 NG0671;UTM  16      - 4,751,536.681   431,413.333   MT  0.99965787   -0 34 19.8
 NG0671
 NG0671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0671!SPC WI S     -   0.99997288  x   0.99996857  =   0.99994145
 NG0671!UTM  16      -   0.99997288  x   0.99965787  =   0.99963076
 NG0671
 NG0671|---------------------------------------------------------------------|
 NG0671| PID    Reference Object                     Distance      Geod. Az  |
 NG0671|                                                           dddmmss.s |
 NG0671| CI9675 GRANT PARK RM 1                      24.421 METERS 00140     |
 NG0671| NG0668 CARROLVILLE US GLUE CO TANK         APPROX. 3.7 KM 1915406.7 |
 NG0671| NG0665 GRANT PARK USLS 1953                 87.149 METERS 21245     |
 NG0671| NG0670 S MILWAUKEE MUNICIPAL TANK          APPROX. 2.1 KM 2630518.7 |
 NG0671| NG0339 CARROLVILLE N BASE                  APPROX. 6.5 KM 2852527.3 |
 NG0671|---------------------------------------------------------------------|
 NG0671
 NG0671                          SUPERSEDED SURVEY CONTROL
 NG0671
 NG0671  NAD 83(1991)-  42 54 48.11566(N)    087 50 25.02955(W) AD(       ) 3
 NG0671  NAD 83(1986)-  42 54 48.10269(N)    087 50 25.04378(W) AD(       ) 3
 NG0671  NAD 27      -  42 54 48.03800(N)    087 50 24.75300(W) AD(       ) 3
 NG0671
 NG0671.Superseded values are not recommended for survey control.
 NG0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0671.See file dsdata.txt to determine how the superseded data were derived.
 NG0671
 NG0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN3141351537(NAD 83)
 NG0671_MARKER: DS = TRIANGULATION STATION DISK
 NG0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0671_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NG0671+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2006
 NG0671
 NG0671  HISTORY     - Date     Condition        Report By
 NG0671  HISTORY     - 1953     MONUMENTED       CGS
 NG0671  HISTORY     - 1971     GOOD             NGS
 NG0671  HISTORY     - 1975     GOOD             NGS
 NG0671  HISTORY     - 1980     GOOD             LOCENG
 NG0671  HISTORY     - 20000226 GOOD             USPSQD
 NG0671  HISTORY     - 20050317 GOOD             GEOCAC
 NG0671  HISTORY     - 20060717 GOOD             GEOCAC
 NG0671
 NG0671                          STATION DESCRIPTION
 NG0671
 NG0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 NG0671'STATION IS LOCATED 10 MILES SOUTH OF THE CENTER OF MILWAUKEE IN THE
 NG0671'TOWN OF SOUTH MILWAUKEE.  IT
 NG0671'IS IN THE SOUTHEAST SECTION OF GRANT PARK ON THE EAST SIDE OF THE
 NG0671'17TH HOLE OF THE GRANT PARK GOLF
 NG0671'COURSE.  IT IS 331 FEET NORTHEAST OF THE NORTHEAST EDGE OF
 NG0671'THE 17TH GREEN, 85 FEET WEST OF THE TOP OF A
 NG0671'BANK OVERLOOKING LAKE MICHIGAN AND 9 FEET
 NG0671'EAST OF THE EAST EDGE OF THE FAIRWAY OF THE 17TH HOLE.  THE
 NG0671'MARK IS FLUSH AND THE DISK IS STAMPED
 NG0671'GRANT PARK 1953.
 NG0671'
 NG0671'REFERENCE MARK NO. 1 IS 70 FEET WEST OF THE TOP OF BANK AND 6 FEET
 NG0671'EAST OF THE EAST EDGE OF THE
 NG0671'FAIRWAY.  THE MARK IS FLUSH AND THE DISK IS STAMPED GRANT PARK NO 1
 NG0671'1953.
 NG0671'
 NG0671'GRANT PARK (USLS 1942) IS USED AS A REFERENCE MARK.  IT IS 55 FEET
 NG0671'NORTHEAST OF THE NORTHEAST EDGE
 NG0671'OF THE 17TH GREEN AND 32 FEET WEST OF THE EAST EDGE OF THE FAIRWAY.
 NG0671'THE MARK IS A 6 BY 6 INCH CONCRETE
 NG0671'POST, FLUSH WITH THE GROUND WITH A STANDARD USLS DISK
 NG0671'ATOP STAMPED GRANT PARK 1942.
 NG0671'
 NG0671'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 NG0671
 NG0671                          STATION RECOVERY (1971)
 NG0671
 NG0671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JGR)
 NG0671'THIS STATION WAS NOT OCCUPIED THIS SEASON.
 NG0671'
 NG0671'STATION, REFERENCE MARK NO. 1, AND GRANT PARK (USLS 1942) WERE
 NG0671'RECOVERED IN GOOD
 NG0671'CONDITION AS DESCRIBED IN 1953 DESCRIPTION.
 NG0671'
 NG0671'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 1 MILE SOUTH OF
 NG0671'MILWAUKEE
 NG0671
 NG0671                          STATION RECOVERY (1975)
 NG0671
 NG0671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CRL)
 NG0671'STATION AND REFERENCE MARK NO. 1 WERE RECOVERED AND FOUND TO BE IN
 NG0671'GOOD CONDITION.  THE
 NG0671'USLS MARK WAS NOT FOUND, IT APPEARS TO BE UNDER THE NEW
 NG0671'BICYCLE PATH.
 NG0671'
 NG0671'THE STATION IS 83 FEET WEST OF THE EAST POINT OF LAND THAT EXTENDS
 NG0671'OUT INTO THE LAKE, 10
 NG0671'FEET NORTH OF SMALL LONE TREE, 15 FEET SOUTH-SOUTHWEST OF A
 NG0671'FOOT PATH, 46.5 FEET EAST OF
 NG0671'THE CENTERLINE OF THE BICYCLE PATH AND FLUSH.
 NG0671'
 NG0671'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - JUST EAST OF SOUTH
 NG0671'MILWAUKEE
 NG0671
 NG0671                          STATION RECOVERY (1980)
 NG0671
 NG0671'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (LC)
 NG0671'GRANT PARK 1953 RECOVERED GOOD--
 NG0671'
 NG0671'GRANT PARK NO 1 1953 RECOVERED GOOD--
 NG0671'
 NG0671'1953 GRANT PARK N.G.S. TO REACH THE STATION FROM THE INTERSECTION
 NG0671'OF GRANT PARK DRIVE AND HAWTHORN AVE., (AT THE SOUTH END OF GRANT
 NG0671'PARK) DRIVE NORTH ON GRANT PARK DRIVE FOR 0.35 MILE TO THE PAVED
 NG0671'JOGGING AND BIKE TRAIL RIGHT, (AS SHOWN) FOLLOW TRAIL NE APPROX
 NG0671'500 FT TO THE STATION ON THE RIGHT.
 NG0671'
 NG0671'NOTE--DISTANCES PULLED TO THE APPROX CENTERS OF THE TREES--NO
 NG0671'MARKS LEFT ON THE TREES.  A STEEL FENCE POST AND WITNESS SIGN WAS
 NG0671'SET 2 FT NORTH OF BOTH THE STATION AND RM NO. 1.
 NG0671'
 NG0671'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN SOUTH MILWAUKEE.
 NG0671
 NG0671                          STATION RECOVERY (2000)
 NG0671
 NG0671'RECOVERY NOTE BY US POWER SQUADRON 2000
 NG0671'RECOVERED IN GOOD CONDITION.
 NG0671
 NG0671                          STATION RECOVERY (2005)
 NG0671
 NG0671'RECOVERY NOTE BY GEOCACHING 2005 (CZ)
 NG0671'RECOVERED IN GOOD CONDITION.
 NG0671
 NG0671                          STATION RECOVERY (2006)
 NG0671
 NG0671'RECOVERY NOTE BY GEOCACHING 2006 (CT)
 NG0671'FOUND AT THE LISTED COORDINATES USING GARMIN GPS72.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0665 ***********************************************************************
 NG0665  DESIGNATION -  GRANT PARK USLS 1953
 NG0665  PID         -  NG0665
 NG0665  STATE/COUNTY-  WI/MILWAUKEE
 NG0665  USGS QUAD   -  SOUTH MILWAUKEE (1994)
 NG0665
 NG0665                         *CURRENT SURVEY CONTROL
 NG0665  ___________________________________________________________________
 NG0665* NAD 83(1991)-  42 54 45.73951(N)    087 50 27.10850(W)     ADJUSTED  
 NG0665* NAVD 88     -       207.     (meters)     679.     (feet)  SCALED    
 NG0665  ___________________________________________________________________
 NG0665  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 NG0665  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 NG0665
 NG0665  HORZ ORDER  -  SECOND
 NG0665
 NG0665.The horizontal coordinates were established by classical geodetic methods
 NG0665.and adjusted by the National Geodetic Survey in October 1999..
 NG0665
 NG0665.The orthometric height was scaled from a topographic map.
 NG0665
 NG0665.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0665
 NG0665.The geoid height was determined by GEOID03.
 NG0665
 NG0665;                    North         East     Units Scale Factor Converg.
 NG0665;SPC WI S     -   103,675.511   776,281.891   MT  0.99996867   +1 29 00.8
 NG0665;SPC WI S     -   340,142.07  2,546,851.50   sFT  0.99996867   +1 29 00.8
 NG0665;UTM  16      - 4,751,463.885   431,365.475   MT  0.99965795   -0 34 21.2
 NG0665
 NG0665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0665!SPC WI S     -   0.99997304  x   0.99996867  =   0.99994171
 NG0665!UTM  16      -   0.99997304  x   0.99965795  =   0.99963100
 NG0665
 NG0665                          SUPERSEDED SURVEY CONTROL
 NG0665
 NG0665  NAD 83(1991)-  42 54 45.74043(N)    087 50 27.10800(W) AD(       ) 2
 NG0665  NAD 83(1986)-  42 54 45.72748(N)    087 50 27.12223(W) AD(       ) 2
 NG0665  NAD 27      -  42 54 45.66300(N)    087 50 26.83200(W) AD(       ) 2
 NG0665
 NG0665.Superseded values are not recommended for survey control.
 NG0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0665.See file dsdata.txt to determine how the superseded data were derived.
 NG0665
 NG0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN3136551464(NAD 83)
 NG0665_MARKER: DS = TRIANGULATION STATION DISK
 NG0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0665_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NG0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0665+STABILITY: SURFACE MOTION
 NG0665_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NG0665+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2005
 NG0665
 NG0665  HISTORY     - Date     Condition        Report By
 NG0665  HISTORY     - 1953     MONUMENTED       USLS
 NG0665  HISTORY     - 1971     GOOD             NGS
 NG0665  HISTORY     - 1980     MARK NOT FOUND   LOCENG
 NG0665  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 NG0665  HISTORY     - 20050428 GOOD             GEOCAC
 NG0665
 NG0665                          STATION DESCRIPTION
 NG0665
 NG0665'DESCRIBED BY US LAKE SURVEY 1953 (ELJ)
 NG0665'STATION IS LOCATED ABOUT 10 MILES SOUTH OF THE CENTER OF MILWAUKEE,
 NG0665'IN THE TOWN OF SOUTH MILWAUKEE.
 NG0665'IT IS IN THE SOUTHEAST SECTION OF GRANT PARK, 55 FEET NORTHEAST OF
 NG0665'THE 17TH GREEN OF THE GRANT PARK GOLF
 NG0665'COURSE AND 32 FEET WEST OF THE EAST EDGE OF THE 17TH.
 NG0665'FAIRWAY.  THE MARK IS A 6 BY 6 INCH CONCRETE POST,
 NG0665'FLUSH WITH THE GROUND WITH A STANDARD
 NG0665'USLS DISK ATOP STAMPED GRANT PARK 1942.
 NG0665'
 NG0665'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION GRANT PARK
 NG0665'1953 AND THE DISTANCE IS
 NG0665'285.92 FEET (87.148 METERS).
 NG0665
 NG0665                          STATION RECOVERY (1971)
 NG0665
 NG0665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JGR)
 NG0665'THIS STATION WAS NOT OCCUPIED THIS SEASON.
 NG0665'
 NG0665'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1953
 NG0665'DESCRIPTION.
 NG0665
 NG0665                          STATION RECOVERY (1980)
 NG0665
 NG0665'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (LC)
 NG0665'GRANT PARK 1942 NOT FOUND--AS BRUSH IS ON LINE BETWEEN GRANT PARK
 NG0665'N.G.S. AND THE STATION, A TRAVERSE STATION MARK COMPUTATION WAS
 NG0665'MADE.  THE AREA WAS SEARCHED WITH A METER DETECTOR AND NOTHING
 NG0665'WAS FOUND.  DID NOT DIG FOR AN UNDERGROUND AT THIS TIME--THE GOLF
 NG0665'COURSE IS NOT ON THE EAST SIDE OF THE ROAD ANYMORE.
 NG0665'
 NG0665'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN SOUTH MILWAUKEE.
 NG0665
 NG0665                          STATION RECOVERY (1990)
 NG0665
 NG0665'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCB)
 NG0665'MARK NOT FOUND.
 NG0665
 NG0665                          STATION RECOVERY (2005)
 NG0665
 NG0665'RECOVERY NOTE BY GEOCACHING 2005 (CZ)
 NG0665'MARK IS A DOMED U.S. LAKE SURVEY DISC. RECOVERED 2 INCHES BELOW GROUND
 NG0665'AT THE STATED COORDINATES. IN A WOODED AREA ROUGHLY 70 FEET EAST OF A
 NG0665'PAVED BICYCLE PATH, 50 FEET SOUTHEAST OF A PARK INFORMATION BILLBOARD,
 NG0665'AND 5.6 FEET EAST OF A 12 INCH OAK TREE. ONLY THE STAMPING GRANT COULD
 NG0665'BE READ DUE TO MARRING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO2350 ***********************************************************************
 QO2350  PACS        -  This is a Primary Airport Control Station.
 QO2350  DESIGNATION -  GRANTPORT
 QO2350  PID         -  QO2350
 QO2350  STATE/COUNTY-  WI/BURNETT
 QO2350  USGS QUAD   -  GRANTSBURG (1982)
 QO2350
 QO2350                         *CURRENT SURVEY CONTROL
 QO2350  ___________________________________________________________________
 QO2350* NAD 83(1997)-  45 47 48.13704(N)    092 39 48.06391(W)     ADJUSTED  
 QO2350* NAVD 88     -       282.45   (meters)     926.7    (feet)  GPS OBS   
 QO2350  ___________________________________________________________________
 QO2350  X           -    -206,999.952 (meters)                     COMP
 QO2350  Y           -  -4,449,912.744 (meters)                     COMP
 QO2350  Z           -   4,549,705.376 (meters)                     COMP
 QO2350  LAPLACE CORR-           3.73  (seconds)                    DEFLEC99
 QO2350  ELLIP HEIGHT-         255.60  (meters)          (04/28/99) GPS OBS
 QO2350  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 QO2350
 QO2350  HORZ ORDER  -  A
 QO2350  ELLP ORDER  -  THIRD     CLASS I
 QO2350
 QO2350.This mark is at Grantsburg Airport (GTG)
 QO2350
 QO2350.The horizontal coordinates were established by GPS observations
 QO2350.and adjusted by the National Geodetic Survey in April 1999..
 QO2350
 QO2350.The orthometric height was determined by GPS observations and a
 QO2350.high-resolution geoid model.
 QO2350
 QO2350.GPS derived orthometric heights for airport stations designated as
 QO2350.PACS or SACS are published to 2 decimal places.  This maintains
 QO2350.centimeter relative accuracy between the PACS and SACS.  It does
 QO2350.not indicate centimeter accuracy relative to other marks which are
 QO2350.part of the NAVD 88 network.
 QO2350
 QO2350.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO2350
 QO2350.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO2350
 QO2350.The ellipsoidal height was determined by GPS observations
 QO2350.and is referenced to NAD 83.
 QO2350
 QO2350.The geoid height was determined by GEOID03.
 QO2350
 QO2350;                    North         East     Units Scale Factor Converg.
 QO2350;SPC WI N     -    73,495.953   392,979.565   MT  0.99996620   -1 55 16.5
 QO2350;SPC WI N     -   241,127.97  1,289,300.46   sFT  0.99996620   -1 55 16.5
 QO2350;UTM  15      - 5,071,515.497   526,162.803   MT  0.99960841   +0 14 28.8
 QO2350
 QO2350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO2350!SPC WI N     -   0.99995993  x   0.99996620  =   0.99992613
 QO2350!UTM  15      -   0.99995993  x   0.99960841  =   0.99956836
 QO2350
 QO2350:                Primary Azimuth Mark                     Grid Az
 QO2350:SPC WI N     -  GRANTPORT AZ MK                          307 33 37.5
 QO2350:UTM  15      -  GRANTPORT AZ MK                          305 23 52.2
 QO2350
 QO2350|---------------------------------------------------------------------|
 QO2350| PID    Reference Object                     Distance      Geod. Az  |
 QO2350|                                                           dddmmss.s |
 QO2350| QO2351 GRANTPORT AZ MK                     APPROX. 0.6 KM 3053821.0 |
 QO2350|---------------------------------------------------------------------|
 QO2350
 QO2350                          SUPERSEDED SURVEY CONTROL
 QO2350
 QO2350  NAD 83(1991)-  45 47 48.13702(N)    092 39 48.06155(W) AD(       ) 1
 QO2350  ELLIP H (08/19/91)  255.64   (m)                       GP(       ) 4 1
 QO2350  NGVD 29 (08/19/91)  282.4    (m)          927.     (f) GPS OBS        
 QO2350
 QO2350.Superseded values are not recommended for survey control.
 QO2350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2350.See file dsdata.txt to determine how the superseded data were derived.
 QO2350
 QO2350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2616371515(NAD 83)
 QO2350_MARKER: DH = HORIZONTAL CONTROL DISK
 QO2350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO2350_SP_SET: CONCRETE POST
 QO2350_STAMPING: GRANTPORT 1989
 QO2350_MARK LOGO: NGS   
 QO2350_PROJECTION: FLUSH
 QO2350_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2350+STABILITY: SURFACE MOTION
 QO2350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2350+SATELLITE: SATELLITE OBSERVATIONS - December 08, 1997
 QO2350
 QO2350  HISTORY     - Date     Condition        Report By
 QO2350  HISTORY     - 1989     MONUMENTED       WIHD
 QO2350  HISTORY     - 19900731 GOOD
 QO2350  HISTORY     - 19930607 GOOD             WI-013
 QO2350  HISTORY     - 19971208 GOOD             NGS
 QO2350
 QO2350                          STATION DESCRIPTION
 QO2350
 QO2350'DESCRIBED BY WI HIGHWAY DEPT 1989
 QO2350'THE STATION IS LOCATED ABOUT 20.8 KM (12.9 MI) WEST-NORTHWEST OF
 QO2350'SIREN, 16.0 KM (9.9 MI) NORTH-NORTHEAST OF TRADE RIVER AND AT THE
 QO2350'GRANTSBURG MUNICIPAL AIRPORT.  OWNERSHIP--VILLAGE OF GRANTSBURG,
 QO2350'GRANTSBURG, WISCONSIN 54840, MANAGER IS DAVE SANDBERG, SANDBERG
 QO2350'AVIATION, ROUTE 2, P.O. BOX 1258, GRANTSBURG, WISCONSIN 54840, WORK
 QO2350'PHONE (715)-463-2450, HOME PHONE (715)-463-2732, AIRPORT PAY PHONE
 QO2350'(715)-463-2399.
 QO2350'TO REACH THE STATION FROM THE SOUTH SIDE OF GRANTSBURG AT THE
 QO2350'JUNCTIONS OF STATE HIGHWAYS 70, 48 AND 87, GO NORTH ON HIGHWAY 48
 QO2350'(PINE STREET) FOR 0.3 KM (0.2 MI) TO EAST STREET GEORGE AVENUE ON THE
 QO2350'LEFT, TURN LEFT, WEST, FOR 0.2 KM (0.1 MI) TO SOUTH OAK STREET ON THE
 QO2350'RIGHT, TURN RIGHT, NORTH, FOR 0.3 KM (0.2 MI) TO MAIN STREET,
 QO2350'CONTINUE AHEAD, NORTH, FOR 1.0 KM (0.6 MI) TO A T-ROAD (NO SIGN),
 QO2350'TURN RIGHT, EAST, FOR 0.2 KM (0.1 MI) TO NORTH PINE STREET, KEEP
 QO2350'LEFT, NORTH, ON NORTH PINE STREET FOR 0.8 KM (0.5 MI) TO COUNTY ROAD
 QO2350'D, TURN RIGHT, EAST, FOR 1.2 KM (0.7 MI) TO A GRAVEL ROAD LEFT
 QO2350'LEADING TO THE AIRPORT, TURN LEFT, NORTH, FOR 0.2 KM (0.1 MI) PAST
 QO2350'THE AIRPORT OFFICE TO A METAL GATE, PASS THROUGH GATE FOR ABOUT 39.6
 QO2350'M (129.9 FT) TO THE STATION ON THE RIGHT.
 QO2350'THE STATION IS LOCATED 34.7 M (113.8 FT) NORTH OF THE APPROXIMATE
 QO2350'CENTER OF A PAVED ROAD PARALLEL WITH HANGARS, 26.7 M (87.6 FT)
 QO2350'NORTHEAST OF THE CURVE IN THE TAXIWAY, 25.0 M (82.0 FT) EAST OF THE
 QO2350'TAXIWAY CENTER AND 0.91 M (2.99 FT) WEST OF A FIBERGLASS WITNESS
 QO2350'POST.
 QO2350
 QO2350                          STATION RECOVERY (1990)
 QO2350
 QO2350'RECOVERED 1990
 QO2350'RECOVERED IN GOOD CONDITION.
 QO2350
 QO2350                          STATION RECOVERY (1993)
 QO2350
 QO2350'RECOVERY NOTE BY BURNETT COUNTY WISCONSIN 1993
 QO2350'RECOVERED AS DESCRIBED.  FIBERGLASS WITNESS POST SET ALONG EAST SIDE.
 QO2350
 QO2350                          STATION RECOVERY (1997)
 QO2350
 QO2350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 QO2350'NOTE--THIS IS THE PRIMARY AIRPORT CONTROL (PAC) STATION FOR THE
 QO2350'GRANTSBURG MUNICIPAL (GTG) AIRPORT.  THE STATION IS LOCATED ABOUT 30
 QO2350'KM (18.65 MI) WEST-SOUTHWEST OF SIREN, 7 KM (4.35 MI) EAST OF THE
 QO2350'WISCONSIN-MINNESOTA BORDER, 2 KM (1.25 MI) NORTHEAST OF GRANTSBURG AT
 QO2350'THE GRANTSBURG MUNICIPAL AIRPORT, NEAR MIDFIELD, IN THE SOUTHEAST
 QO2350'QUADRANT OF THE JUNCTION OF THE RUNWAY AND THE CONNECTOR TAXIWAY FROM
 QO2350'THE APRON.  OWNERSHIP--VILLAGE OF GRANTSBURG, GRANTSBURG, WI 54840.
 QO2350'AIRPORT MANAGER IS DAVE SANDBERG, SANDBURG AVIATION, ROUTE 2 BOX 1258,
 QO2350'GRANTSBURG, WI 54840.  WORK PHONE 715-463-2450, HOME PHONE
 QO2350'715-463-2732, AIRPORT PAY PHONE 715-463-2399.  TO REACH FROM THE
 QO2350'JUNCTION OF STATE HIGHWAYS 70, 48 AND 87 NEAR THE SOUTH SIDE OF
 QO2350'GRANTSBURG, GO NORTH ON HIGHWAY 48 (PINE STREET) FOR 0.3 KM (0.20 MI)
 QO2350'TO THE JUNCTION OF EAST GEORGE AVENUE ON THE LEFT.  TURN LEFT AND GO
 QO2350'WEST FOR 0.2 KM (0.10 MI) TO SOUTH OAK STREET ON THE RIGHT.  TURN
 QO2350'RIGHT AND GO NORTH FOR 0.3 KM (0.20 MI) TO THE JUNCTION OF MAIN
 QO2350'STREET.  CONTINUE NORTH ON SOUTH OAK STREET FOR 1.0 KM (0.60 MI) TO A
 QO2350'T-JUNCTION (NO SIGN) .  TURN RIGHT AND GO EAST FOR 0.2 KM (0.10 MI) TO
 QO2350'NORTH PINE STREET.  KEEP LEFT AND GO NORTH ON NORTH PINE STREET FOR
 QO2350'0.8 KM (0.50 MI) TO THE JUNCTION OF COUNTY ROAD D.  TURN RIGHT AND GO
 QO2350'EAST FOR 1.2 KM (0.75 MI) TO THE GRAVEL AIRPORT ENTRANCE ROAD ON THE
 QO2350'LEFT.  TURN LEFT AND GO NORTH, PASSING THE AIRPORT OFFICE THROUGH A
 QO2350'GAP BETWEEN HANGARS AND ALONG A TAXIWAY FOR 0.2 KM (0.10 MI) TO THE
 QO2350'STATION ON THE RIGHT.  THE STATION IS SET IN THE TOP OF A 40 CM ROUND
 QO2350'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 34.7 M (113.8 FT) NORTH OF
 QO2350'THE APPROXIMATE CENTER OF THE APRON AND TAXIWAY IN FRONT OF THE
 QO2350'HANGARS, 25.0 M (82.0 FT) EAST OF THE TAXIWAY CENTER, 4.8 M (15.7 FT)
 QO2350'NORTH OF THE NORTH EDGE OF THE APRON, 0.9 M (3.0 FT) WEST OF A
 QO2350'FIBERGLASS WITNESS POST AND 0.8 M (2.6 FT) WEST-SOUTHWEST OF A PLASTIC
 QO2350'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO2351 ***********************************************************************
 QO2351  DESIGNATION -  GRANTPORT AZ MK
 QO2351  PID         -  QO2351
 QO2351  STATE/COUNTY-  WI/BURNETT
 QO2351  USGS QUAD   -  GRANTSBURG (1982)
 QO2351
 QO2351                         *CURRENT SURVEY CONTROL
 QO2351  ___________________________________________________________________
 QO2351* NAD 83(1997)-  45 47 59.59675(N)    092 40 10.91692(W)     ADJUSTED  
 QO2351* NAVD 88     -       281.2    (meters)     923.     (feet)  VERTCON   
 QO2351  ___________________________________________________________________
 QO2351  X           -    -207,481.124 (meters)                     COMP
 QO2351  Y           -  -4,449,635.575 (meters)                     COMP
 QO2351  Z           -   4,549,951.205 (meters)                     COMP
 QO2351  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 QO2351  ELLIP HEIGHT-         254.41  (meters)          (09/30/02) GPS OBS
 QO2351  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 QO2351
 QO2351  HORZ ORDER  -  FIRST
 QO2351  ELLP ORDER  -  FOURTH    CLASS I
 QO2351
 QO2351.This mark is at Grantsburg Airport (GTG)
 QO2351
 QO2351.The horizontal coordinates were established by GPS observations
 QO2351.and adjusted by the National Geodetic Survey in September 2002..
 QO2351
 QO2351.The NAVD 88 height was computed by applying the VERTCON shift value to
 QO2351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QO2351
 QO2351.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO2351
 QO2351.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO2351
 QO2351.The ellipsoidal height was determined by GPS observations
 QO2351.and is referenced to NAD 83.
 QO2351
 QO2351.The geoid height was determined by GEOID03.
 QO2351
 QO2351;                    North         East     Units Scale Factor Converg.
 QO2351;SPC WI N     -    73,866.117   392,498.211   MT  0.99996585   -1 55 33.0
 QO2351;SPC WI N     -   242,342.42  1,287,721.21   sFT  0.99996585   -1 55 33.0
 QO2351;UTM  15      - 5,071,867.107   525,667.999   MT  0.99960810   +0 14 12.5
 QO2351
 QO2351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO2351!SPC WI N     -   0.99996012  x   0.99996585  =   0.99992597
 QO2351!UTM  15      -   0.99996012  x   0.99960810  =   0.99956823
 QO2351
 QO2351:                Primary Azimuth Mark                     Grid Az
 QO2351:SPC WI N     -  GRANTPORT                                127 33 37.6
 QO2351:UTM  15      -  GRANTPORT                                125 23 52.1
 QO2351
 QO2351|---------------------------------------------------------------------|
 QO2351| PID    Reference Object                     Distance      Geod. Az  |
 QO2351|                                                           dddmmss.s |
 QO2351| QO2350 GRANTPORT                           APPROX. 0.6 KM 1253804.6 |
 QO2351|---------------------------------------------------------------------|
 QO2351
 QO2351                          SUPERSEDED SURVEY CONTROL
 QO2351
 QO2351  NAD 83(1991)-  45 47 59.59663(N)    092 40 10.91514(W) AD(       ) 1
 QO2351  ELLIP H (08/19/91)  254.44   (m)                       GP(       ) 4 1
 QO2351  NGVD 29 (08/19/91)  281.2    (m)          923.     (f) GPS OBS        
 QO2351
 QO2351.Superseded values are not recommended for survey control.
 QO2351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2351.See file dsdata.txt to determine how the superseded data were derived.
 QO2351
 QO2351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2566871867(NAD 83)
 QO2351_MARKER: DZ = AZIMUTH MARK DISK
 QO2351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO2351_SP_SET: CONCRETE POST
 QO2351_STAMPING: GRANTPORT 1989
 QO2351_MARK LOGO: WIDT  
 QO2351_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2351+STABILITY: SURFACE MOTION
 QO2351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2351+SATELLITE: SATELLITE OBSERVATIONS - June 07, 1993
 QO2351
 QO2351  HISTORY     - Date     Condition        Report By
 QO2351  HISTORY     - 1989     MONUMENTED       WIDT
 QO2351  HISTORY     - 19900731 GOOD
 QO2351  HISTORY     - 19930607 GOOD             WI-013
 QO2351
 QO2351                          STATION DESCRIPTION
 QO2351
 QO2351'DESCRIBED BY WI DEPT OF TRANSP 1989
 QO2351'THE STATION IS LOCATED ABOUT 20.8 KM (12.9 MI) WEST-NORTHWEST OF
 QO2351'SIREN, 6.0 KM (3.7 MI) NORTH-NORTHEAST OF TRADE RIVER AND AT THE
 QO2351'GRANTSBURG MUNICIPAL AIRPORT.  OWNERSHIP--VILLAGE OF GRANTSBURG,
 QO2351'GRANTSBURG, WISCONSIN 54840, MANAGER IS DAVE SANDBERG, SANDBERG
 QO2351'AVIATION, ROUTE 2, P.O. BOX 1258, GRANTSBURG, WISCONSIN 54840, WORK
 QO2351'PHONE (715)-463-2450, HOME PHONE (715)-463-2732, AIRPORT PAY PHONE
 QO2351'(715)-463-2399.
 QO2351'TO REACH THE STATION FROM THE SOUTH SIDE OF GRANTSBURG AT THE
 QO2351'JUNCTIONS OF STATE HIGHWAYS 70, 48 AND 87, GO NORTH ON HIGHWAY 48
 QO2351'(PINE STREET) FOR 0.3 KM (0.2 MI) TO EAST STREET GEORGE AVENUE ON THE
 QO2351'LEFT, TURN LEFT, WEST, FOR 0.2 KM (0.1 MI) TO SOUTH OAK STREET ON THE
 QO2351'RIGHT, TURN RIGHT, NORTH, FOR 0.3 KM (0.2 MI) TO MAIN STREET,
 QO2351'CONTINUE AHEAD, NORTH, FOR 1.0 KM (0.6 MI) TO A T-ROAD (NO SIGN),
 QO2351'TURN RIGHT, EAST FOR 0.2 KM (0.1 MI) TO NORTH PINE STREET, KEEP LEFT,
 QO2351'NORTH, ON NORTH PINE STREET FOR 0.8 KM (0.5 MI) TO COUNTY ROAD D,
 QO2351'TURN RIGHT, EAST, FOR 1.2 KM (0.7 MI) TO A GRAVEL ROAD LEFT LEADING
 QO2351'TO THE AIRPORT, TURN LEFT, NORTH, FOR 0.2 KM (0.1 MI) TO THE AIRPORT
 QO2351'OFFICE, CONTINUE TO THE TAXIWAY AND GO NORTH FOR 0.08 KM (0.05 MI) TO
 QO2351'THE JUNCTION OF RUNWAY 12 AND 30, TURN LEFT, WEST, ON THE RUNWAY FOR
 QO2351'0.56 KM (0.35 MI) TO THE STATION ON THE LEFT.
 QO2351'THE STATION IS LOCATED 28.96 M (95.01 FT) SOUTHWEST OF THE SOUTHWEST
 QO2351'EDGE OF THE RUNWAY, 23.7 M (77.8 FT) SOUTH OF THE SOUTH RUNWAY END
 QO2351'LIGHT AND 0.9 M (3.0 FT) NORTH OF A FIBERGLASS WITNESS POST.
 QO2351
 QO2351                          STATION RECOVERY (1990)
 QO2351
 QO2351'RECOVERED 1990
 QO2351'RECOVERED IN GOOD CONDITION.
 QO2351
 QO2351                          STATION RECOVERY (1993)
 QO2351
 QO2351'RECOVERY NOTE BY BURNETT COUNTY WISCONSIN 1993
 QO2351'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO0295 ***********************************************************************
 QO0295  DESIGNATION -  GRANTSBURG
 QO0295  PID         -  QO0295
 QO0295  STATE/COUNTY-  WI/BURNETT
 QO0295  USGS QUAD   -  GRANTSBURG (1982)
 QO0295
 QO0295                         *CURRENT SURVEY CONTROL
 QO0295  ___________________________________________________________________
 QO0295* NAD 83(1991)-  45 46 23.89881(N)    092 41 23.79132(W)     ADJUSTED  
 QO0295* NAVD 88     -       301.681  (meters)     989.77   (feet)  ADJUSTED  
 QO0295  ___________________________________________________________________
 QO0295  LAPLACE CORR-           4.38  (seconds)                    DEFLEC99
 QO0295  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 QO0295  DYNAMIC HT  -         301.697 (meters)     989.82  (feet)  COMP
 QO0295  MODELED GRAV-     980,659.1   (mgal)                       NAVD 88
 QO0295
 QO0295  HORZ ORDER  -  FIRST
 QO0295  VERT ORDER  -  SECOND    CLASS 0
 QO0295
 QO0295.The horizontal coordinates were established by classical geodetic methods
 QO0295.and adjusted by the National Geodetic Survey in March 1999..
 QO0295
 QO0295.The orthometric height was determined by differential leveling
 QO0295.and adjusted by the National Geodetic Survey in June 1991..
 QO0295
 QO0295.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO0295
 QO0295.The geoid height was determined by GEOID03.
 QO0295
 QO0295.The dynamic height is computed by dividing the NAVD 88
 QO0295.geopotential number by the normal gravity value computed on the
 QO0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0295.degrees latitude (g = 980.6199 gals.).
 QO0295
 QO0295.The modeled gravity was interpolated from observed gravity values.
 QO0295
 QO0295;                    North         East     Units Scale Factor Converg.
 QO0295;SPC WI N     -    70,966.395   390,825.394   MT  0.99996891   -1 56 25.6
 QO0295;SPC WI N     -   232,828.91  1,282,232.98   sFT  0.99996891   -1 56 25.6
 QO0295;SPC MN C     -   187,145.142   921,328.290   MT  0.99996974   +1 07 42.7
 QO0295;UTM  15      - 5,068,907.390   524,106.361   MT  0.99960714   +0 13 19.9
 QO0295
 QO0295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO0295!SPC WI N     -   0.99995692  x   0.99996891  =   0.99992583
 QO0295!SPC MN C     -   0.99995692  x   0.99996974  =   0.99992666
 QO0295!UTM  15      -   0.99995692  x   0.99960714  =   0.99956408
 QO0295
 QO0295|---------------------------------------------------------------------|
 QO0295| PID    Reference Object                     Distance      Geod. Az  |
 QO0295|                                                           dddmmss.s |
 QO0295| QO1549 GRANTSBURG LOOKOUT                    8.037 METERS 10703     |
 QO0295| QO1443 FREDERIC MUNICIPAL TANK             APPROX.21.2 KM 1242945.8 |
 QO0295| CJ3528 GRANTSBURG RM 1                      42.870 METERS 13704     |
 QO0295| QO1548 GRANTSBURG TWR RESET                 64.010 METERS 14447     |
 QO0295| QO0296 GRANTSBURG RM 2                      40.645 METERS 22010     |
 QO0295| QO1568 RUSH CITY MUNICIPAL TANK            APPROX.23.5 KM 2455150.7 |
 QO0295| QO1574 PINE CITY MUNICIPAL TANK            APPROX.22.5 KM 2850503.7 |
 QO0295| RN1630 HINCKLEY MUNICIPAL TANK             APPROX.33.1 KM 3235741.5 |
 QO0295| CJ3527 GRANTSBURG AZ MK RESET                             3413141.5 |
 QO0295| CJ3526 GRANTSBURG AZ MK                                   3414140.0 |
 QO0295|---------------------------------------------------------------------|
 QO0295
 QO0295                          SUPERSEDED SURVEY CONTROL
 QO0295
 QO0295  NAD 83(1991)-  45 46 23.89771(N)    092 41 23.78810(W) AD(       ) 1
 QO0295  NAD 83(1986)-  45 46 23.89048(N)    092 41 23.79303(W) AD(       ) 1
 QO0295  NAD 27      -  45 46 24.05900(N)    092 41 23.05700(W) AD(       ) 1
 QO0295  NGVD 29 (??/??/92)  301.646  (m)          989.65   (f) ADJ UNCH    2 0
 QO0295
 QO0295.Superseded values are not recommended for survey control.
 QO0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0295.See file dsdata.txt to determine how the superseded data were derived.
 QO0295
 QO0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2410668907(NAD 83)
 QO0295_MARKER: DB = BENCH MARK DISK
 QO0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0295_STAMPING: GRANTSBURG 1934
 QO0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0295+STABILITY: SURFACE MOTION
 QO0295
 QO0295  HISTORY     - Date     Condition        Report By
 QO0295  HISTORY     - 1934     MONUMENTED       CGS
 QO0295  HISTORY     - 1934     GOOD             CGS
 QO0295  HISTORY     - 1934     GOOD             CGS
 QO0295  HISTORY     - 1952     GOOD             CGS
 QO0295  HISTORY     - 1957     GOOD             CGS
 QO0295  HISTORY     - 1957     GOOD             CGS
 QO0295  HISTORY     - 1960     GOOD             CGS
 QO0295  HISTORY     - 1966     SEE DESCRIPTION  CGS
 QO0295  HISTORY     - 20041117 MARK NOT FOUND   WIDT
 QO0295
 QO0295                          STATION DESCRIPTION
 QO0295
 QO0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QO0295'STATION IS IN THE TOWN OF GRANTSBURG, IN SOUTHWEST QUARTER
 QO0295'SEC. 14, T. 38 N., R. 19 W., ON LAND OWNED BY D.O. OLSEN,
 QO0295'WHO LIVES AT CORNER 1/4 MILE NORTHWEST OF STATION, 130 FEET
 QO0295'NORTH OF CENTERLINE OF WISCONSIN ROUTE 70, 0.35 MILE WEST OF
 QO0295'JUNCTION OF WISCONSIN ROUTE 70 AND WISCONSIN ROUTE 48, 17
 QO0295'FEET WEST OF NORTHWEST LEG OF THE GRANTSBURG LOOKOUT TOWER,
 QO0295'23 FEET NORTHWEST OF THE SOUTHWEST LEG OF THE LOOKOUT
 QO0295'TOWER, 26.3 FEET WEST-NORTHWEST OF CENTER OF THE LOOKOUT
 QO0295'TOWER, IN A CULTIVATED FIELD, AND IS 12 INCHES UNDERGROUND.
 QO0295'
 QO0295'AZIMUTH MARK IS NORTH-NORTHWEST OF STATION, 33 FEET SOUTH
 QO0295'OF CENTERLINE OF THE EAST-WEST STREET, 60 FEET WEST OF A
 QO0295'TRANSMISSION POLE, 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE,
 QO0295'AND PROJECTS 5 INCHES.
 QO0295'
 QO0295'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION, 107 FEET SOUTHEAST
 QO0295'OF SOUTHEAST LEG OF THE LOOKOUT TOWER, 24 FEET NORTH OF CENTERLINE
 QO0295'OF WISCONSIN ROUTE 70 AND PROJECTS 4 INCHES.
 QO0295'
 QO0295'REFERENCE MARK NO. 2 IS SOUTHWEST OF STATION, 24 FEET NORTH
 QO0295'OF CENTERLINE OF WISCONSIN ROUTE 70, 8 FEET WEST OF A TELEPHONE
 QO0295'POLE, 181.89 FEET WEST OF REFERENCE MARK NO. 1 AND PROJECTS
 QO0295'4 INCHES.
 QO0295'
 QO0295'TO REACH FROM THE JUNCTION OF WISCONSIN ROUTE 48 AND WISCONSIN
 QO0295'ROUTE 70 AT THE SOUTH EDGE OF GRANTSBURG, GO WEST ON WISCONSIN
 QO0295'ROUTE 70, 0.35 MILE TO THE LOOKOUT TOWER AND STATION.
 QO0295'
 QO0295'AN 87-FOOT SIGNAL AT CROSBY IS VISIBLE FROM THE GROUND.
 QO0295'
 QO0295'A 74-FOOT SIGNAL AT OAK IS VISIBLE FROM THE GROUND.
 QO0295'
 QO0295'AN 87-FOOT SIGNAL AT SIREN IS VISIBLE FROM THE GROUND.
 QO0295'
 QO0295'A 47-FOOT SIGNAL AT BAKER COMES INTO VIEW AT 50 FEET.
 QO0295'
 QO0295'AN 87-FOOT SIGNAL AT PETERSON IS VISIBLE FROM THE GROUND.
 QO0295'
 QO0295'HEIGHT OF LIGHT ABOVE STATION MARK - 87 FEET.
 QO0295
 QO0295                          STATION RECOVERY (1934)
 QO0295
 QO0295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JDT)
 QO0295'ABOUT 0.4 MILE W ALONG STATE HIGHWAY 70 FROM GRANTSBURG, ABOUT
 QO0295'0.4 MILE W OF THE INTERSECTION OF STATE HIGHWAY 48, 16 FEET
 QO0295'W OF THE NW CORNER OF A FOREST RANGER FIRE TOWER, AND 116 FEET
 QO0295'N OF THE CENTER LINE OF STATE HIGHWAY 70.  A STANDARD
 QO0295'TRIANGULATION STATION DISK, STAMPED GRANTSBURG 1934 AND SET IN THE
 QO0295'TOP OF A CONCRETE POST ABOUT 14 INCHES UNDER GROUND.
 QO0295'
 QO0295'REFERENCE MARK 2 IS ABOUT 0.4 MILE W ALONG STATE HIGHWAY
 QO0295'70 FROM GRANTSBURG, ABOUT 120 FEET SW OF STATION, 22 FEET
 QO0295'N OF THE CENTER LINE OF THE HIGHWAY, AND JUST INSIDE OF THE
 QO0295'FENCE.  A STANDARD REFERENCE MARK DISK, STAMPED GRANTSBURG
 QO0295'1934 AND SET IN THE TOP OF A CONCRETE POST.
 QO0295
 QO0295                          STATION RECOVERY (1934)
 QO0295
 QO0295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QO0295'0.4 MI W FROM GRANTSBURG.
 QO0295'ALONG STATE HIGHWAY NO. 70, 116 FT NORTH OF CENTER LINE.  16 FT DUE
 QO0295'WEST OF N/W CORNER OF FOREST RANGER FIRE TOWER, 14 IN. UNDER THE
 QO0295'GROUND, 0.4 MILE WEST OF THE INTERSECTION OF STATE HIGHWAY NO. 70 AND
 QO0295'STATE HIGHWAY NO. 48.
 QO0295
 QO0295                          STATION RECOVERY (1952)
 QO0295
 QO0295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 QO0295'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 QO0295'IN GOOD CONDITION.  THE OLD DESCRIPTION IS ADEQUATE.
 QO0295'
 QO0295'AN OBSERVING UNIT DID NOT VISIT THE STATION AT THIS TIME
 QO0295'AND THERE ARE NO 1952 OBSERVATIONS.
 QO0295
 QO0295                          STATION RECOVERY (1957)
 QO0295
 QO0295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 QO0295'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 QO0295'IN GOOD CONDITION.  THE AZIMUTH MARK IS STAMPED RESET 1957
 QO0295'BUT THIS INFORMATION WAS NOT FURNISHED THIS UNIT.  THE OLD
 QO0295'DESCRIPTION IS ADEQUATE.  ANGLE BETWEEN THE REFERENCE MARKS
 QO0295'AND DISTANCE TO THE MARKS WAS VERIFIED.  RE-SET AZIMUTH
 QO0295'MARK WAS EVIDENTLY RESET ON-LINE.
 QO0295
 QO0295                          STATION RECOVERY (1957)
 QO0295
 QO0295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 QO0295'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 QO0295'CONDITION.  A REQUEST WAS RECEIVED TO MOVE THE AZIMUTH MARK
 QO0295'AS IT WAS IN THE WAY OF CONSTRUCTION OF A NEW PARSONAGE.  THE
 QO0295'MARK WAS RESET NNW ACROSS THE STREET FROM ITS ORIGINAL LOCATION.
 QO0295'
 QO0295'THE AZIMUTH MARK IS ONE BLOCK N AND 0.4 MILE W OF THE GRANTSBURG
 QO0295'WATER TOWER.  IT IS ON A NARROW STRIP OF GROUND BETWEEN THE
 QO0295'STREET AND THE SIDEWALK, 3 FEET N OF THE SOUTH EDGE OF THE
 QO0295'CURB AND 2 FEET S OF THE SOUTH EDGE OF THE SIDEWALK.  THE
 QO0295'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED GRANTSBURG
 QO0295'1934 RESET 1957.
 QO0295'
 QO0295'A U.S.G.S. BENCH MARK WAS RECOVERED UNDER THE CENTER OF THE
 QO0295'GRANTSBURG LOOKOUT TOWER.  THE DISTANCE WAS MEASURED AND THE
 QO0295'DIRECTION OBSERVED TO THIS MARK.  IT IS A STANDARD USGS BENCH
 QO0295'MARK DISK SET IN THE TOP OF CONCRETE POST STAMPED GRANTSBURG
 QO0295'TOWER 1934.
 QO0295
 QO0295                          STATION RECOVERY (1960)
 QO0295
 QO0295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 QO0295'STATION RECOVERED AND FOUND IN GOOD CONDITION.  THE GRANTSBURG
 QO0295'LOOKOUT TOWER HAS BEEN MOVED AND IS NOW LOCATED ABOUT 0.1
 QO0295'MILE SOUTH-SOUTHEAST OF THE STATION.  A REQUEST WAS RECEIVED
 QO0295'TO MOVE THE U.S. GEOLOGICAL SURVEY MARK THAT WAS UNDER THE
 QO0295'CENTER OF THE TOWER AS A STREET IS PLANNED FOR THE LOCATION.
 QO0295'FUTURE CONSTRUCTION PLANS WERE DISCUSSED WITH MR. PAUL A.
 QO0295'OLSON, VILLIAGE PRESIDENT, AND NO OTHER MARKS AT THIS STATION
 QO0295'APPEARED TO BE IN DANGER OF BEING DISTURBED.
 QO0295'
 QO0295'THE U.S.G.S. BENCH MARK WAS MOVED SOUTHEAST ACROSS STATE
 QO0295'HIGHWAY 70 TO THE FRONT YARD OF THE GRANTSBURG RANGER STATION.
 QO0295'IT IS 60 FEET EAST OF THE CENTER LINE OF DRIVEWAY LEADING TO
 QO0295'THE RANGER STATION, 42 FEET SOUTH OF THE CENTER LINE OF STATE
 QO0295'HIGHWAY 70, 5-1/2 FEET EAST-SOUTHEAST OF A BIRCH TREE AND
 QO0295'3-1/4 FEET SOUTH-SOUTHWEST OF THE RANGER STATION SIGN.  IT IS
 QO0295'A STANDARD COAST AND GEODETIC SURVEY BENCH MARK DISK, STAMPED
 QO0295'GRANTSBURG TOWER U.S.G.S. RESET 1960 AND SET IN THE TOP
 QO0295'OF A CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 QO0295
 QO0295                          STATION RECOVERY (1966)
 QO0295
 QO0295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 QO0295'THE STATION MARK WAS DESTROYED DURING THE CONSTRUCTION OF A
 QO0295'NEW HOUSE, WHICH IS BUILT DIRECTLY OVER THE STATION SITE.  REFERENCE
 QO0295'MARK NO. 2 HAS BEEN DESTROYED BY THE CONSTRUCTION OF A SIDE
 QO0295'STREET.  REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 QO0295'DESTROYED AT THIS TIME.  GRANTSBURG TOWER RESET (USGS) WAS
 QO0295'RECOVERED AND FOUND IN GOOD CONDITION.  THIS MARK WAS LEFT
 QO0295'IN BECAUSE IT IS IN NO DANGER OF BEING DISTURBED.
 QO0295
 QO0295                          STATION RECOVERY (2004)
 QO0295
 QO0295'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 QO0295'MARK DESTROYED, NO SEARCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO1549 ***********************************************************************
 QO1549  DESIGNATION -  GRANTSBURG LOOKOUT
 QO1549  PID         -  QO1549
 QO1549  STATE/COUNTY-  WI/BURNETT
 QO1549  USGS QUAD   -  GRANTSBURG (1982)
 QO1549
 QO1549                         *CURRENT SURVEY CONTROL
 QO1549  ___________________________________________________________________
 QO1549* NAD 83(1991)-  45 46 23.82251(N)    092 41 23.43568(W)     ADJUSTED  
 QO1549* NAVD 88     -       300.     (meters)     984.     (feet)  SCALED    
 QO1549  ___________________________________________________________________
 QO1549  LAPLACE CORR-           4.38  (seconds)                    DEFLEC99
 QO1549  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 QO1549
 QO1549  HORZ ORDER  -  THIRD
 QO1549
 QO1549.The horizontal coordinates were established by classical geodetic methods
 QO1549.and adjusted by the National Geodetic Survey in March 1999..
 QO1549
 QO1549.The orthometric height was scaled from a topographic map.
 QO1549
 QO1549.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO1549
 QO1549.The geoid height was determined by GEOID03.
 QO1549
 QO1549;                    North         East     Units Scale Factor Converg.
 QO1549;SPC WI N     -    70,963.780   390,832.994   MT  0.99996891   -1 56 25.3
 QO1549;SPC WI N     -   232,820.33  1,282,257.91   sFT  0.99996891   -1 56 25.3
 QO1549;SPC MN C     -   187,142.938   921,336.019   MT  0.99996975   +1 07 43.0
 QO1549;UTM  15      - 5,068,905.065   524,114.051   MT  0.99960715   +0 13 20.1
 QO1549
 QO1549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1549!SPC WI N     -   0.99995718  x   0.99996891  =   0.99992609
 QO1549!SPC MN C     -   0.99995718  x   0.99996975  =   0.99992693
 QO1549!UTM  15      -   0.99995718  x   0.99960715  =   0.99956435
 QO1549
 QO1549                          SUPERSEDED SURVEY CONTROL
 QO1549
 QO1549  NAD 83(1991)-  45 46 23.82141(N)    092 41 23.43246(W) AD(       ) 4
 QO1549  NAD 83(1986)-  45 46 23.81418(N)    092 41 23.43740(W) AD(       ) 4
 QO1549  NAD 27      -  45 46 23.98300(N)    092 41 22.70200(W) AD(       ) 3
 QO1549
 QO1549.Superseded values are not recommended for survey control.
 QO1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1549.See file dsdata.txt to determine how the superseded data were derived.
 QO1549
 QO1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2411468905(NAD 83)
 QO1549_MARKER: 57 = LOOKOUT TOWER
 QO1549
 QO1549  HISTORY     - Date     Condition        Report By
 QO1549  HISTORY     - 1934     FIRST OBSERVED   CGS
 QO1549
 QO1549                          STATION DESCRIPTION
 QO1549
 QO1549'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO0296 ***********************************************************************
 QO0296  DESIGNATION -  GRANTSBURG RM 2
 QO0296  PID         -  QO0296
 QO0296  STATE/COUNTY-  WI/BURNETT
 QO0296  USGS QUAD   -  GRANTSBURG (1982)
 QO0296
 QO0296                         *CURRENT SURVEY CONTROL
 QO0296  ___________________________________________________________________
 QO0296* NAD 83(1986)-  45 46 24.     (N)    092 41 24.     (W)     SCALED    
 QO0296* NAVD 88     -       301.197  (meters)     988.18   (feet)  ADJUSTED  
 QO0296  ___________________________________________________________________
 QO0296  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 QO0296  DYNAMIC HT  -         301.213 (meters)     988.23  (feet)  COMP
 QO0296  MODELED GRAV-     980,659.2   (mgal)                       NAVD 88
 QO0296
 QO0296  VERT ORDER  -  SECOND    CLASS 0
 QO0296
 QO0296.The horizontal coordinates were scaled from a topographic map and have
 QO0296.an estimated accuracy of +/- 6 seconds.
 QO0296
 QO0296.The orthometric height was determined by differential leveling
 QO0296.and adjusted by the National Geodetic Survey in June 1991..
 QO0296
 QO0296.The geoid height was determined by GEOID03.
 QO0296
 QO0296.The dynamic height is computed by dividing the NAVD 88
 QO0296.geopotential number by the normal gravity value computed on the
 QO0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0296.degrees latitude (g = 980.6199 gals.).
 QO0296
 QO0296.The modeled gravity was interpolated from observed gravity values.
 QO0296
 QO0296;                    North         East    Units  Estimated Accuracy
 QO0296;SPC WI N     -    70,970.      390,820.      MT  (+/- 180 meters Scaled)
 QO0296
 QO0296                          SUPERSEDED SURVEY CONTROL
 QO0296
 QO0296  NGVD 29 (??/??/92)  301.162  (m)          988.06   (f) ADJ UNCH    2 0
 QO0296
 QO0296.Superseded values are not recommended for survey control.
 QO0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0296.See file dsdata.txt to determine how the superseded data were derived.
 QO0296
 QO0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL241689(NAD 83)
 QO0296_MARKER: DB = BENCH MARK DISK
 QO0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0296_STAMPING: GRANTSBURG 1934
 QO0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0296+STABILITY: SURFACE MOTION
 QO0296
 QO0296  HISTORY     - Date     Condition        Report By
 QO0296  HISTORY     - 1934     MONUMENTED       CGS
 QO0296  HISTORY     - 1954     MARK NOT FOUND   USGS
 QO0296  HISTORY     - 20041117 MARK NOT FOUND   WIDT
 QO0296
 QO0296                          STATION DESCRIPTION
 QO0296
 QO0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QO0296'0.4 MI W FROM GRANTSBURG.
 QO0296'ALONG STATE HIGHWAY NO. 70, 22 FT NORTH OF CENTER LINE OF.  JUST
 QO0296'INSIDE OF FENCE, 120 FT S/W OF TRIANGULATION STA, GRANTSBURG, 1934.
 QO0296
 QO0296                          STATION RECOVERY (1954)
 QO0296
 QO0296'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 QO0296'MARK NOT FOUND.
 QO0296
 QO0296                          STATION RECOVERY (2004)
 QO0296
 QO0296'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 QO0296'MARK DESTROYED, NO SEARCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO1548 ***********************************************************************
 QO1548  DESIGNATION -  GRANTSBURG TWR RESET
 QO1548  PID         -  QO1548
 QO1548  STATE/COUNTY-  WI/BURNETT
 QO1548  USGS QUAD   -  GRANTSBURG (1982)
 QO1548
 QO1548                         *CURRENT SURVEY CONTROL
 QO1548  ___________________________________________________________________
 QO1548* NAD 83(1991)-  45 46 22.20487(N)    092 41 22.08307(W)     ADJUSTED  
 QO1548* NAVD 88     -       300.92   (+/-2cm)     987.3    (feet)  VERTCON   
 QO1548  ___________________________________________________________________
 QO1548  LAPLACE CORR-           4.36  (seconds)                    DEFLEC99
 QO1548  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 QO1548
 QO1548  HORZ ORDER  -  SECOND
 QO1548  VERT ORDER  -  THIRD (See Below)
 QO1548
 QO1548.The horizontal coordinates were established by classical geodetic methods
 QO1548.and adjusted by the National Geodetic Survey in March 1999..
 QO1548.No horizontal observational check was made to the station.
 QO1548
 QO1548.The NAVD 88 height was computed by applying the VERTCON shift value to
 QO1548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QO1548.The vertical order pertains to the NGVD 29 superseded value.
 QO1548
 QO1548.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO1548
 QO1548.The geoid height was determined by GEOID03.
 QO1548
 QO1548;                    North         East     Units Scale Factor Converg.
 QO1548;SPC WI N     -    70,912.878   390,860.509   MT  0.99996897   -1 56 24.4
 QO1548;SPC WI N     -   232,653.33  1,282,348.19   sFT  0.99996897   -1 56 24.4
 QO1548;SPC MN C     -   187,093.581   921,366.219   MT  0.99996982   +1 07 43.9
 QO1548;UTM  15      - 5,068,855.255   524,143.456   MT  0.99960717   +0 13 21.1
 QO1548
 QO1548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1548!SPC WI N     -   0.99995704  x   0.99996897  =   0.99992601
 QO1548!SPC MN C     -   0.99995704  x   0.99996982  =   0.99992686
 QO1548!UTM  15      -   0.99995704  x   0.99960717  =   0.99956423
 QO1548
 QO1548                          SUPERSEDED SURVEY CONTROL
 QO1548
 QO1548  NAD 83(1991)-  45 46 22.20377(N)    092 41 22.07985(W) AD(       ) 2
 QO1548  NAD 83(1986)-  45 46 22.19654(N)    092 41 22.08481(W) AD(       ) 2
 QO1548  NAD 27      -  45 46 22.36660(N)    092 41 21.34620(W) AD(       ) 2
 QO1548  NGVD 29 (09/01/04)  300.88   (m)          987.1    (f) RESET       3  
 QO1548
 QO1548.Superseded values are not recommended for survey control.
 QO1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1548.See file dsdata.txt to determine how the superseded data were derived.
 QO1548
 QO1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2414368855(NAD 83)
 QO1548_MARKER: DB = BENCH MARK DISK
 QO1548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO1548_STAMPING: GRANTSBURG TOWER USGS RESET 1960
 QO1548_MARK LOGO: CGS   
 QO1548_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 QO1548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1548+STABILITY: SURFACE MOTION
 QO1548_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1548+SATELLITE: SATELLITE OBSERVATIONS - June 09, 1993
 QO1548
 QO1548  HISTORY     - Date     Condition        Report By
 QO1548  HISTORY     - 1960     MONUMENTED       CGS
 QO1548  HISTORY     - 19600614 GOOD             CGS
 QO1548  HISTORY     - 19930609 GOOD             WI-013
 QO1548
 QO1548                          STATION DESCRIPTION
 QO1548
 QO1548'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QO1548'THE U.S.G.S. BENCH MARK WAS MOVED SOUTHEAST ACROSS STATE
 QO1548'HIGHWAY 70 TO THE FRONT YARD OF THE GRANTSBURG RANGER STATION.
 QO1548'IT IS 60 FEET EAST OF THE CENTER LINE OF DRIVEWAY LEADING TO
 QO1548'THE RANGER STATION, 42 FEET SOUTH OF THE CENTER LINE OF STATE
 QO1548'HIGHWAY 70, 5-1/2 FEET EAST-SOUTHEAST OF A BIRCH TREE AND
 QO1548'3-1/4 FEET SOUTH-SOUTHWEST OF THE RANGER STATION SIGN.  IT IS
 QO1548'A STANDARD COAST AND GEODETIC SURVEY BENCH MARK DISK, STAMPED
 QO1548'GRANTSBURG TOWER U.S.G.S. RESET 1960 AND SET IN THE TOP
 QO1548'OF A CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 QO1548
 QO1548                          STATION RECOVERY (1960)
 QO1548
 QO1548'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 QO1548'0.4 MILE (0.6 KM) WEST ALONG STATE HIGHWAY 70 FROM THE JUNCTION OF
 QO1548'HIGHWAY 48 IN GRANTSBURG, IN THE FRONT YARD OF THE GRANTSBURG STATION,
 QO1548'60 FEET (18.3 M) EAST OF THE CENTERLINE OF DRIVEWAY LEADING TO THE
 QO1548'STATION, 42 FEET (12.8 M) SOUTH OF THE CENTERLINE OF STATE HIGHWAY,
 QO1548'AND EAST-SOUTHEAST OF A BIRCH TREE AND 3.2 FEET (1.0 M)
 QO1548'SOUTH-SOUTHWEST OF RANGER STATION SIGN, FLUSH WITH THE GROUND.
 QO1548
 QO1548                          STATION RECOVERY (1993)
 QO1548
 QO1548'RECOVERY NOTE BY BURNETT COUNTY WISCONSIN 1993
 QO1548'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5007 ***********************************************************************
 DH5007  DESIGNATION -  GRATIOT GPS
 DH5007  PID         -  DH5007
 DH5007  STATE/COUNTY-  WI/LAFAYETTE
 DH5007  USGS QUAD   -  SOUTH WAYNE (1962)
 DH5007
 DH5007                         *CURRENT SURVEY CONTROL
 DH5007  ___________________________________________________________________
 DH5007* NAD 83(1997)-  42 34 11.17116(N)    089 59 54.83485(W)     ADJUSTED  
 DH5007* NAVD 88     -                                                        
 DH5007  ___________________________________________________________________
 DH5007  X           -         117.810 (meters)                     COMP
 DH5007  Y           -  -4,704,608.551 (meters)                     COMP
 DH5007  Z           -   4,292,601.636 (meters)                     COMP
 DH5007  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 DH5007  ELLIP HEIGHT-         260.15  (meters)          (08/01/05) GPS OBS
 DH5007  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 DH5007
 DH5007  HORZ ORDER  -  FIRST
 DH5007  ELLP ORDER  -  SECOND    CLASS I
 DH5007
 DH5007.The horizontal coordinates were established by GPS observations
 DH5007.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5007
 DH5007
 DH5007.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5007
 DH5007.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5007
 DH5007.The ellipsoidal height was determined by GPS observations
 DH5007.and is referenced to NAD 83.
 DH5007
 DH5007.The geoid height was determined by GEOID03.
 DH5007
 DH5007;                    North         East     Units Scale Factor Converg.
 DH5007;SPC WI S     -    63,297.238   600,117.809   MT  1.00003699   +0 00 03.5
 DH5007;SPC WI S     -   207,667.69  1,968,886.51   sFT  1.00003699   +0 00 03.5
 DH5007;UTM  16      - 4,717,399.080   253,883.893   MT  1.00034531   -2 01 46.2
 DH5007;UTM  15      - 4,717,407.431   746,351.651   MT  1.00034674   +2 01 53.2
 DH5007
 DH5007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5007!SPC WI S     -   0.99995920  x   1.00003699  =   0.99999619
 DH5007!UTM  16      -   0.99995920  x   1.00034531  =   1.00030450
 DH5007!UTM  15      -   0.99995920  x   1.00034674  =   1.00030593
 DH5007
 DH5007                          SUPERSEDED SURVEY CONTROL
 DH5007
 DH5007.No superseded survey control is available for this station.
 DH5007
 DH5007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN5388417399(NAD 83)
 DH5007_MARKER: DD = SURVEY DISK
 DH5007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5007_STAMPING: GRATIOT GPS 2004
 DH5007_MARK LOGO: WIDT  
 DH5007_PROJECTION: FLUSH
 DH5007_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5007+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2005
 DH5007
 DH5007  HISTORY     - Date     Condition        Report By
 DH5007  HISTORY     - 200306   MONUMENTED       WIDT
 DH5007  HISTORY     - 20051227 GOOD             WIDT
 DH5007
 DH5007                          STATION DESCRIPTION
 DH5007
 DH5007'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5007'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH5007'STATION FROM THE  JUNCTION OF STATE HIGHWAY 11 WITH COUNTY HIGHWAY D
 DH5007'SOUTH IN THE VILLAGE OF SOUTH  WAYNE, GO WEST ON STATE HIGHWAY 11 FOR
 DH5007'5.6 MI TO KOMPROOD ROAD ON THE LEFT, CONTINUE  WEST ON STATE HIGHWAY
 DH5007'11 FOR 0.4 MI TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DH5007'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH5007'DISK, SET IN  THE TOP OF A 41-CM DIAMETER CONCRETE POST AND IS ABOUT
 DH5007'LEVEL WITH THE HIGHWAY  PAVEMENT.  THE STATION IS 7.1 M SOUTH OF THE
 DH5007'CENTERLINE OF STATE HIGHWAY 11, 60.0 M  SOUTHWEST OF POWER POLE
 DH5007'--1-4-10 47/13--, 42.1 M SOUTHEAST OF A POWER POLE --1-4-10 44/13--,
 DH5007'1.2  M NORTH OF A FENCE, AND 1.0 M NORTH, SOUTHWEST, AND SOUTHEAST OF
 DH5007'THREE ORANGE 4X4  PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS
 DH5007'NO VISIBLE OBSTRUCTIONS EXTENDING  HIGHER THAN 15 DEGREES ABOVE THE
 DH5007'HORIZON.
 DH5007
 DH5007                          STATION RECOVERY (2005)
 DH5007
 DH5007'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5007'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5008 ***********************************************************************
 DH5008  DESIGNATION -  GRATIOT W GPS
 DH5008  PID         -  DH5008
 DH5008  STATE/COUNTY-  WI/LAFAYETTE
 DH5008  USGS QUAD   -  APPLE RIVER (1962)
 DH5008
 DH5008                         *CURRENT SURVEY CONTROL
 DH5008  ___________________________________________________________________
 DH5008* NAD 83(1997)-  42 33 59.96670(N)    090 04 32.48884(W)     ADJUSTED  
 DH5008* NAVD 88     -                                                        
 DH5008  ___________________________________________________________________
 DH5008  X           -      -6,215.388 (meters)                     COMP
 DH5008  Y           -  -4,704,835.373 (meters)                     COMP
 DH5008  Z           -   4,292,344.284 (meters)                     COMP
 DH5008  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 DH5008  ELLIP HEIGHT-         256.13  (meters)          (08/01/05) GPS OBS
 DH5008  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 DH5008
 DH5008  HORZ ORDER  -  FIRST
 DH5008  ELLP ORDER  -  SECOND    CLASS I
 DH5008
 DH5008.The horizontal coordinates were established by GPS observations
 DH5008.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5008
 DH5008
 DH5008.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5008
 DH5008.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5008
 DH5008.The ellipsoidal height was determined by GPS observations
 DH5008.and is referenced to NAD 83.
 DH5008
 DH5008.The geoid height was determined by GEOID03.
 DH5008
 DH5008;                    North         East     Units Scale Factor Converg.
 DH5008;SPC WI S     -    62,954.312   593,784.625   MT  1.00003777   -0 03 07.2
 DH5008;SPC WI S     -   206,542.61  1,948,108.39   sFT  1.00003777   -0 03 07.2
 DH5008;UTM  15      - 4,716,840.131   740,032.762   MT  1.00030892   +1 58 44.7
 DH5008;UTM  16      - 4,717,280.676   247,540.460   MT  1.00038423   -2 04 53.9
 DH5008
 DH5008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5008!SPC WI S     -   0.99995983  x   1.00003777  =   0.99999760
 DH5008!UTM  15      -   0.99995983  x   1.00030892  =   1.00026874
 DH5008!UTM  16      -   0.99995983  x   1.00038423  =   1.00034405
 DH5008
 DH5008                          SUPERSEDED SURVEY CONTROL
 DH5008
 DH5008.No superseded survey control is available for this station.
 DH5008
 DH5008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH4003316840(NAD 83)
 DH5008_MARKER: DD = SURVEY DISK
 DH5008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5008_STAMPING: GRATIOT W GPS 2004
 DH5008_MARK LOGO: WIDT  
 DH5008_PROJECTION: FLUSH
 DH5008_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5008+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2005
 DH5008
 DH5008  HISTORY     - Date     Condition        Report By
 DH5008  HISTORY     - 200306   MONUMENTED       WIDT
 DH5008  HISTORY     - 20051227 GOOD             WIDT
 DH5008
 DH5008                          STATION DESCRIPTION
 DH5008
 DH5008'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5008'OWNERSHIP--TOWNSHIP OF GRATIOT.  TO REACH THE STATION FROM THE
 DH5008'JUNCTION OF STATE  HIGHWAY 11 WITH STATE HIGHWAY 78 SOUTH IN THE
 DH5008'VILLAGE OF GRATIOT, GO WEST ON STATE  HIGHWAY 11 FOR 2.15 MI TO PATCH
 DH5008'ROAD ON THE LEFT, TURN LEFT AND GO SOUTH ON PATCH ROAD  FOR 1.2 MI TO
 DH5008'DUNBARTON ROAD, TURN RIGHT AND GO WEST ON DUNBARTON ROAD FOR 0.5 MI TO
 DH5008'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DH5008'DEPARTMENT OF  TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK,
 DH5008'SET IN THE TOP OF A 41-CM  DIAMETER CONCRETE POST AND ABOUT 0.5 M
 DH5008'ABOVE THE ROAD PAVEMENT.  THE STATION IS 7.6 M  NORTH OF THE
 DH5008'CENTERLINE OF DUNBARTON ROAD, 6 M EAST OF THE CENTERLINE OF A FIELD
 DH5008'ENTRANCE, 5 M SOUTH OF A CULTIVATED FIELD, AND 1.0 M NORTH, SOUTHEAST
 DH5008'AND SOUTHWEST OF  THREE ORANGE 4X4 PLASTIC WITNESS POSTS.
 DH5008'---NOTE---THIS STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER
 DH5008'THAN 15 DEGREES ABOVE THE HORIZON.
 DH5008
 DH5008                          STATION RECOVERY (2005)
 DH5008
 DH5008'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5008'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0040 ***********************************************************************
 QM0040  DESIGNATION -  GRAVEL
 QM0040  PID         -  QM0040
 QM0040  STATE/COUNTY-  WI/OCONTO
 QM0040  USGS QUAD   -  MOUNTAIN (1973)
 QM0040
 QM0040                         *CURRENT SURVEY CONTROL
 QM0040  ___________________________________________________________________
 QM0040* NAD 83(1991)-  45 11 49.52041(N)    088 29 05.78601(W)     ADJUSTED  
 QM0040* NAVD 88     -       312.124  (meters)    1024.03   (feet)  ADJUSTED  
 QM0040  ___________________________________________________________________
 QM0040  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 QM0040  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 QM0040  DYNAMIC HT  -         312.090 (meters)    1023.92  (feet)  COMP
 QM0040  MODELED GRAV-     980,501.1   (mgal)                       NAVD 88
 QM0040
 QM0040  HORZ ORDER  -  FIRST
 QM0040  VERT ORDER  -  FIRST     CLASS II
 QM0040
 QM0040.The horizontal coordinates were established by classical geodetic methods
 QM0040.and adjusted by the National Geodetic Survey in November 1991..
 QM0040
 QM0040.The orthometric height was determined by differential leveling
 QM0040.and adjusted by the National Geodetic Survey in June 1991..
 QM0040
 QM0040.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0040
 QM0040.The geoid height was determined by GEOID03.
 QM0040
 QM0040.The dynamic height is computed by dividing the NAVD 88
 QM0040.geopotential number by the normal gravity value computed on the
 QM0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0040.degrees latitude (g = 980.6199 gals.).
 QM0040
 QM0040.The modeled gravity was interpolated from observed gravity values.
 QM0040
 QM0040;                    North         East     Units Scale Factor Converg.
 QM0040;SPC WI C     -   152,651.699   719,035.294   MT  0.99995637   +1 04 08.4
 QM0040;SPC WI C     -   500,824.78  2,359,034.96   sFT  0.99995637   +1 04 08.4
 QM0040;UTM  16      - 5,005,917.387   383,365.970   MT  0.99976726   -1 03 13.4
 QM0040
 QM0040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0040!SPC WI C     -   0.99995665  x   0.99995637  =   0.99991302
 QM0040!UTM  16      -   0.99995665  x   0.99976726  =   0.99972392
 QM0040
 QM0040:                Primary Azimuth Mark                     Grid Az
 QM0040:SPC WI C     -  MOUNT                                    144 50 22.5
 QM0040:UTM  16      -  MOUNT                                    146 57 44.3
 QM0040
 QM0040|---------------------------------------------------------------------|
 QM0040| PID    Reference Object                     Distance      Geod. Az  |
 QM0040|                                                           dddmmss.s |
 QM0040| QM0041 MOUNT                               APPROX. 1.5 KM 1455430.9 |
 QM0040|---------------------------------------------------------------------|
 QM0040
 QM0040                          SUPERSEDED SURVEY CONTROL
 QM0040
 QM0040  NAD 83(1986)-  45 11 49.52875(N)    088 29 05.82378(W) AD(       ) 1
 QM0040  NAD 27      -  45 11 49.57700(N)    088 29 05.42000(W) AD(       ) 1
 QM0040  NGVD 29 (??/??/92)  312.123  (m)         1024.02   (f) ADJ UNCH    1 2
 QM0040
 QM0040.Superseded values are not recommended for survey control.
 QM0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0040.See file dsdata.txt to determine how the superseded data were derived.
 QM0040
 QM0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8336605917(NAD 83)
 QM0040_MARKER: DS = TRIANGULATION STATION DISK
 QM0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0040
 QM0040  HISTORY     - Date     Condition        Report By
 QM0040  HISTORY     - 1921     MONUMENTED       CGS
 QM0040  HISTORY     - 1922     GOOD             NGS
 QM0040  HISTORY     - 1934     MARK NOT FOUND   NGS
 QM0040  HISTORY     - 1935     GOOD             WIGS
 QM0040  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0040
 QM0040                          STATION DESCRIPTION
 QM0040
 QM0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0040'STATION IS ABOUT 1 MILE N OF MOUNTAIN, 25 METERS S OF STATION
 QM0040'ONE MILE SIGN, 6.86 METERS (22.51 FEET) E OF THE E RAIL OF THE
 QM0040'CHICAGO AND NORTHWESTERN RAILWAY.
 QM0040'
 QM0040'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 QM0040'DISKS SET IN CONCRETE.
 QM0040'
 QM0040'UNDERGROUND MARK IS 24 INCHES DEEP.
 QM0040
 QM0040                          STATION RECOVERY (1922)
 QM0040
 QM0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 QM0040'1 MI N FROM MOUNTAIN.
 QM0040'ABOUT 1 MILE NORTH OF MOUNTAIN, 25 METERS SOUTH OF STATION ONE
 QM0040'MILE SIGN, 6.86 METERS (22.51 FEET) EAST OF THE EAST RAIL OF THE
 QM0040'C. AND N.W. RY.
 QM0040
 QM0040                          STATION RECOVERY (1934)
 QM0040
 QM0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QM0040'MARK NOT FOUND.
 QM0040
 QM0040                          STATION RECOVERY (1935)
 QM0040
 QM0040'RECOVERY NOTE BY WISCONSIN GEODETIC SURVEY 1935
 QM0040'DESCRIPTION ADEQUATE.  MARK FOUND AS DESCRIBED IN GOOD CONDITION.
 QM0040
 QM0040                          STATION RECOVERY (1985)
 QM0040
 QM0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0040'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB8520 ***********************************************************************
 AB8520  DESIGNATION -  GRAVEL
 AB8520  PID         -  AB8520
 AB8520  STATE/COUNTY-  WI/BURNETT
 AB8520  USGS QUAD   -  DANBURY EAST (1983)
 AB8520
 AB8520                         *CURRENT SURVEY CONTROL
 AB8520  ___________________________________________________________________
 AB8520* NAD 83(1997)-  46 04 58.61930(N)    092 16 45.09729(W)     ADJUSTED  
 AB8520* NAVD 88     -       297.0    (meters)     974.     (feet)  GPS OBS   
 AB8520  ___________________________________________________________________
 AB8520  X           -    -176,250.822 (meters)                     COMP
 AB8520  Y           -  -4,428,364.776 (meters)                     COMP
 AB8520  Z           -   4,571,842.446 (meters)                     COMP
 AB8520  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 AB8520  ELLIP HEIGHT-         270.60  (meters)          (01/30/03) GPS OBS
 AB8520  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 AB8520
 AB8520  HORZ ORDER  -  FIRST
 AB8520  ELLP ORDER  -  FOURTH    CLASS I
 AB8520
 AB8520.The horizontal coordinates were established by GPS observations
 AB8520.and adjusted by the National Geodetic Survey in January 2003..
 AB8520
 AB8520.The orthometric height was determined by GPS observations and a
 AB8520.high-resolution geoid model.
 AB8520
 AB8520.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8520
 AB8520.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8520
 AB8520.The ellipsoidal height was determined by GPS observations
 AB8520.and is referenced to NAD 83.
 AB8520
 AB8520.The geoid height was determined by GEOID03.
 AB8520
 AB8520;                    North         East     Units Scale Factor Converg.
 AB8520;SPC WI N     -   104,368.483   423,743.787   MT  0.99994644   -1 38 38.9
 AB8520;SPC WI N     -   342,415.60  1,390,232.74   sFT  0.99994644   -1 38 38.9
 AB8520;UTM  15      - 5,103,516.379   555,730.184   MT  0.99963818   +0 31 09.3
 AB8520
 AB8520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8520!SPC WI N     -   0.99995758  x   0.99994644  =   0.99990402
 AB8520!UTM  15      -   0.99995758  x   0.99963818  =   0.99959578
 AB8520
 AB8520                          SUPERSEDED SURVEY CONTROL
 AB8520
 AB8520  NAD 83(1991)-  46 04 58.61896(N)    092 16 45.09586(W) AD(       ) 1
 AB8520  ELLIP H (12/09/96)  270.63   (m)                       GP(       ) 4 1
 AB8520
 AB8520.Superseded values are not recommended for survey control.
 AB8520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8520.See file dsdata.txt to determine how the superseded data were derived.
 AB8520
 AB8520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM5573003516(NAD 83)
 AB8520_MARKER: DD = SURVEY DISK
 AB8520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8520_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8520+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB8520
 AB8520  HISTORY     - Date     Condition        Report By
 AB8520  HISTORY     - 1993     MONUMENTED       WI-013
 AB8520
 AB8520                          STATION DESCRIPTION
 AB8520
 AB8520'DESCRIBED BY BURNETT COUNTY WISCONSIN 1993
 AB8520'THE STATION IS LOCATED 10.7 KM (6.65 MI) NORTHEAST OF THE VILLAGE OF
 AB8520'DANBURY (WHERE STATE TRUNK HIGHWAY 77 AND STATE TRUNK HIGHWAY 35
 AB8520'INTERSECT) , 23.4 KM (14.55 MI) NORTHEAST OF THE VILLAGE OF WEBSTER IN
 AB8520'THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER, SECTION 32, T42N,
 AB8520'R15W, TOWN OF BLAINE.  TO REACH THE STATION FROM THE VILLAGE OF
 AB8520'DANBURY (WHERE STATE TRUNK HIGHWAY 35 AND STATE TRUNK HIGHWAY 77
 AB8520'JUNCTION) GO NORTH ALONG STATE TRUNK HIGHWAY 35 12.54 KM (7.80 MI) TO
 AB8520'SOUTH MARKVILLE ROAD (371 FEET NORTH OF BRIDGE OVER SAINT CROIX RIVER)
 AB8520', GO WEST ALONG SOUTH MARKVILLE ROAD 2.0 MI (3.2 KM) TO STATION
 AB8520'LOCATED IN CLEARING 140 FEET (42.7 M) SOUTH OF ROAD, SOUTH OF LOGGING
 AB8520'TRAIL ON NORTH SIDE OF ROAD.  THE STATION IS LOCATED ON BURNETT COUNTY
 AB8520'FOREST CROP LAND.  FIBERGLASS WITNESS POST SET 2.5 FEET (0.8 M) NORTH
 AB8520'OF THE STATION.  THE STATION MARKER IS SET IN A 30 CM ROUND CONCRETE
 AB8520'MONUMENT FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG9050 ***********************************************************************
 DG9050  DESIGNATION -  GRAVEL PIT
 DG9050  PID         -  DG9050
 DG9050  STATE/COUNTY-  WI/WASHBURN
 DG9050  USGS QUAD   -  HORSESHOE LAKE (1982)
 DG9050
 DG9050                         *CURRENT SURVEY CONTROL
 DG9050  ___________________________________________________________________
 DG9050* NAD 83(1997)-  46 01 59.45541(N)    091 54 12.15679(W)     ADJUSTED  
 DG9050* NAVD 88     -       337.4    (meters)    1107.     (feet)  GPS OBS   
 DG9050  ___________________________________________________________________
 DG9050  X           -    -147,333.743 (meters)                     COMP
 DG9050  Y           -  -4,433,434.160 (meters)                     COMP
 DG9050  Z           -   4,568,032.096 (meters)                     COMP
 DG9050  LAPLACE CORR-          -8.18  (seconds)                    DEFLEC99
 DG9050  ELLIP HEIGHT-         310.19  (meters)          (01/24/05) GPS OBS
 DG9050  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 DG9050
 DG9050  HORZ ORDER  -  FIRST
 DG9050  ELLP ORDER  -  FOURTH    CLASS I
 DG9050
 DG9050.The horizontal coordinates were established by GPS observations
 DG9050.and adjusted by the WOOLPERT CONSULTANTS in January 2005..
 DG9050
 DG9050.The orthometric height was determined by GPS observations and a
 DG9050.high-resolution geoid model.
 DG9050
 DG9050.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9050
 DG9050.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9050
 DG9050.The ellipsoidal height was determined by GPS observations
 DG9050.and is referenced to NAD 83.
 DG9050
 DG9050.The geoid height was determined by GEOID03.
 DG9050
 DG9050;                    North         East     Units Scale Factor Converg.
 DG9050;SPC WI N     -    98,073.316   452,668.059   MT  0.99994809   -1 22 22.9
 DG9050;SPC WI N     -   321,762.20  1,485,128.46   sFT  0.99994809   -1 22 22.9
 DG9050;UTM  15      - 5,098,318.814   584,863.113   MT  0.99968853   +0 47 21.6
 DG9050
 DG9050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9050!SPC WI N     -   0.99995137  x   0.99994809  =   0.99989947
 DG9050!UTM  15      -   0.99995137  x   0.99968853  =   0.99963992
 DG9050
 DG9050                          SUPERSEDED SURVEY CONTROL
 DG9050
 DG9050.No superseded survey control is available for this station.
 DG9050
 DG9050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL8486398319(NAD 83)
 DG9050_MARKER: DD = SURVEY DISK
 DG9050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9050_STAMPING: 3563 GRAVEL PIT 2004
 DG9050_MARK LOGO: WI-129
 DG9050_PROJECTION: FLUSH
 DG9050_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG9050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9050+STABILITY: SURFACE MOTION
 DG9050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9050+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2004
 DG9050
 DG9050  HISTORY     - Date     Condition        Report By
 DG9050  HISTORY     - UNK      MONUMENTED       WI-129
 DG9050  HISTORY     - 20041206 GOOD             WOOLPT
 DG9050
 DG9050                          STATION DESCRIPTION
 DG9050
 DG9050'DESCRIBED BY WOOLPERT CONSULTANTS 2004 (BJM)
 DG9050'THE STATION IS LOCATED APPROXIMATELY 6.2 MI (10.0 KM) SOUTHWEST OF
 DG9050'MINONG, 10.6 MI (17 KM) SOUTHWEST OF WASCOTT, AND 13.7 MI (22.0 KM)
 DG9050'SOUTHWEST OF GORDON.
 DG9050' 
 DG9050'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 53
 DG9050'AND STATE HIGHWAY 77, GO WEST ON STATE HIGHWAY 77 7.0 MI (11.3 KM) TO
 DG9050'COUNTY ROAD K. TURN LEFT AND GO SOUTH ON COUNTY ROAD K 1.2 MI (1.9 KM)
 DG9050'TO THE STATION ON THE RIGHT. THE STATION IS A 4-INCH DIAMETER BRASS
 DG9050'CAP STAMPED --3563 GRAVEL PIT 2004-- SET IN THE TOP OF AN 18-INCH
 DG9050'DIAMETER CONCRETE MONUMENT AND FLUSH WITH GROUND.
 DG9050' 
 DG9050'THE STATION IS 50.0 FT (15.2 M) WEST OF THE CENTERLINE OF COUNTY ROAD
 DG9050'K, 85.0 FT (25.9 M) NORTH OF A CONCRETE GATE ABUTMENT TO A GRAVEL PIT,
 DG9050'74.0 FT (22.6 M) SOUTH OF A POWER POLE, 2.0 FT (0.6 M) WEST OF A WHITE
 DG9050'CARSONITE WITNESS POST, AND 1.5 FT (0.45 M) EAST OF A STEEL T-POST
 DG9050'WITH A COUNTY SURVEYOR SURVEY MARKER PLAQUE ATTACHED TO IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB8500 ***********************************************************************
 AB8500  DESIGNATION -  GRAVESON
 AB8500  PID         -  AB8500
 AB8500  STATE/COUNTY-  WI/BURNETT
 AB8500  USGS QUAD   -  SIREN EAST (1982)
 AB8500
 AB8500                         *CURRENT SURVEY CONTROL
 AB8500  ___________________________________________________________________
 AB8500* NAD 83(1997)-  45 51 47.02568(N)    092 16 22.34239(W)     ADJUSTED  
 AB8500* NAVD 88     -       301.8    (meters)     990.     (feet)  GPS OBS   
 AB8500  ___________________________________________________________________
 AB8500  X           -    -176,459.363 (meters)                     COMP
 AB8500  Y           -  -4,445,947.203 (meters)                     COMP
 AB8500  Z           -   4,554,858.646 (meters)                     COMP
 AB8500  LAPLACE CORR-          -6.29  (seconds)                    DEFLEC99
 AB8500  ELLIP HEIGHT-         274.89  (meters)          (01/30/03) GPS OBS
 AB8500  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AB8500
 AB8500  HORZ ORDER  -  FIRST
 AB8500  ELLP ORDER  -  FOURTH    CLASS I
 AB8500
 AB8500.The horizontal coordinates were established by GPS observations
 AB8500.and adjusted by the National Geodetic Survey in January 2003..
 AB8500
 AB8500.The orthometric height was determined by GPS observations and a
 AB8500.high-resolution geoid model.
 AB8500
 AB8500.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8500
 AB8500.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8500
 AB8500.The ellipsoidal height was determined by GPS observations
 AB8500.and is referenced to NAD 83.
 AB8500
 AB8500.The geoid height was determined by GEOID03.
 AB8500
 AB8500;                    North         East     Units Scale Factor Converg.
 AB8500;SPC WI N     -    79,925.035   423,533.191   MT  0.99995941   -1 38 22.5
 AB8500;SPC WI N     -   262,220.72  1,389,541.81   sFT  0.99995941   -1 38 22.5
 AB8500;UTM  15      - 5,079,090.040   556,441.824   MT  0.99963916   +0 31 18.7
 AB8500
 AB8500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8500!SPC WI N     -   0.99995691  x   0.99995941  =   0.99991632
 AB8500!UTM  15      -   0.99995691  x   0.99963916  =   0.99959608
 AB8500
 AB8500                          SUPERSEDED SURVEY CONTROL
 AB8500
 AB8500  NAD 83(1991)-  45 51 47.02527(N)    092 16 22.34078(W) AD(       ) 1
 AB8500  ELLIP H (12/09/96)  274.93   (m)                       GP(       ) 4 1
 AB8500
 AB8500.Superseded values are not recommended for survey control.
 AB8500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8500.See file dsdata.txt to determine how the superseded data were derived.
 AB8500
 AB8500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL5644279090(NAD 83)
 AB8500_MARKER: DD = SURVEY DISK
 AB8500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8500_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8500+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB8500
 AB8500  HISTORY     - Date     Condition        Report By
 AB8500  HISTORY     - 1993     MONUMENTED       WI-013
 AB8500
 AB8500                          STATION DESCRIPTION
 AB8500
 AB8500'DESCRIBED BY BURNETT COUNTY WISCONSIN 1993
 AB8500'THE STATION IS LOCATED 6.0 MI (9.7 KM) NORTHWEST OF HERTEL POST OFFICE
 AB8500'(AT THE INTERSECTION OF STATE TRUNK HIGHWAY 70 AND COUNTY ROAD X) ,
 AB8500'4.6 MI (7.4 KM) SOUTHEAST OF THE VILLAGE OF WEBSTER IN GOVERNMENT LOT
 AB8500'8, SECTION 18, T39N, R15W, TOWN OF SAND LAKE.  TO REACH THE STATION
 AB8500'FROM THE VILLAGE OF WEBSTER (WHERE STATE TRUNK HIGHWAY 35 AND COUNTY
 AB8500'ROAD FF MEET) GO SOUTH ALONG STATE HIGHWAY 35 .5 MI (0.8 KM) TO COUNTY
 AB8500'ROAD X, GO EASTERLY ALONG COUNTY ROAD X 4.7 MI (7.6 KM) TO WHERE
 AB8500'COUNTY ROAD X TURNS SOUTH, CONTINUE SOUTH ALONG COUNTY ROAD X .74 MI
 AB8500'(1.19 KM) TO BASS LAKE ROAD.  THE STATION IS LOCATED 34 FEET (10.4 M)
 AB8500'WEST OF CENTER LINE EXTENDED SOUTH OF COUNTY ROAD X, 57 FEET (17.4 M)
 AB8500'NORTH OF BASS LAKE ROAD TANGENT WEST.  FIBERGLASS WITNESS POST SET 2
 AB8500'FEET (0.6 M) NORTH OF THE STATION.  THE STATION MARKER IS SET IN A 30
 AB8500'CM ROUND CONCRETE MONUMENT 3 CM BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4621 ***********************************************************************
 AA4621  SACS        -  This is a Secondary Airport Control Station.
 AA4621  DESIGNATION -  GRB AP 1962 STA B
 AA4621  PID         -  AA4621
 AA4621  STATE/COUNTY-  WI/BROWN
 AA4621  USGS QUAD   -  ONEIDA SOUTH (1992)
 AA4621
 AA4621                         *CURRENT SURVEY CONTROL
 AA4621  ___________________________________________________________________
 AA4621* NAD 83(1997)-  44 28 55.52099(N)    088 08 15.92795(W)     ADJUSTED  
 AA4621* NAVD 88     -       209.76   (+/-2cm)     688.2    (feet)  VERTCON   
 AA4621  ___________________________________________________________________
 AA4621  X           -     148,126.584 (meters)                     COMP
 AA4621  Y           -  -4,555,819.401 (meters)                     COMP
 AA4621  Z           -   4,446,589.990 (meters)                     COMP
 AA4621  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AA4621  ELLIP HEIGHT-         173.53  (meters)          (05/03/99) GPS OBS
 AA4621  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 AA4621
 AA4621  HORZ ORDER  -  FIRST
 AA4621  VERT ORDER  -  THIRD ? (See Below)
 AA4621  ELLP ORDER  -  FOURTH    CLASS I
 AA4621
 AA4621.This mark is at Austin Straubel Intl Airport (GRB)
 AA4621
 AA4621.The horizontal coordinates were established by GPS observations
 AA4621.and adjusted by the National Geodetic Survey in May 1999..
 AA4621.No horizontal observational check was made to the station.
 AA4621
 AA4621.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4621
 AA4621.GPS derived orthometric heights for airport stations designated as
 AA4621.PACS or SACS are published to 2 decimal places.  This maintains
 AA4621.centimeter relative accuracy between the PACS and SACS.  It does
 AA4621.not indicate centimeter accuracy relative to other marks which are
 AA4621.part of the NAVD 88 network.
 AA4621.The vertical order pertains to the NGVD 29 superseded value.
 AA4621
 AA4621.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4621
 AA4621.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4621
 AA4621.The ellipsoidal height was determined by GPS observations
 AA4621.and is referenced to NAD 83.
 AA4621
 AA4621.The geoid height was determined by GEOID03.
 AA4621
 AA4621;                    North         East     Units Scale Factor Converg.
 AA4621;SPC WI C     -    73,787.041   748,130.357   MT  0.99996422   +1 18 50.2
 AA4621;SPC WI C     -   242,082.98  2,454,491.01   sFT  0.99996422   +1 18 50.2
 AA4621;UTM  16      - 4,926,049.179   409,523.014   MT  0.99970067   -0 47 50.2
 AA4621
 AA4621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4621!SPC WI C     -   0.99997279  x   0.99996422  =   0.99993701
 AA4621!UTM  16      -   0.99997279  x   0.99970067  =   0.99967347
 AA4621
 AA4621                          SUPERSEDED SURVEY CONTROL
 AA4621
 AA4621  NAD 83(1991)-  44 28 55.52012(N)    088 08 15.92668(W) AD(       ) 1
 AA4621  ELLIP H (09/30/94)  173.64   (m)                       GP(       ) 4 2
 AA4621  NGVD 29 (09/30/94)  209.80   (m)          688.3    (f) LEVELING    3  
 AA4621
 AA4621.Superseded values are not recommended for survey control.
 AA4621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4621.See file dsdata.txt to determine how the superseded data were derived.
 AA4621
 AA4621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0952326049(NAD 83)
 AA4621_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA4621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4621_STAMPING: AP 1962 STA B
 AA4621_MARK LOGO: CGS   
 AA4621_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA4621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4621+STABILITY: SURFACE MOTION
 AA4621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4621+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 AA4621
 AA4621  HISTORY     - Date     Condition        Report By
 AA4621  HISTORY     - 1962     MONUMENTED       CGS
 AA4621  HISTORY     - 19931017 GOOD             NGS
 AA4621  HISTORY     - 20050809 GOOD             WIDT
 AA4621
 AA4621                          STATION DESCRIPTION
 AA4621
 AA4621'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RCY)
 AA4621'THE STATION IS LOCATED ON THE WEST SIDE OF AUSTIN STRAUBEL
 AA4621'INTERNATIONAL AIRPORT NEAR RUNWAY END 6. THE STATION IS 75.1 FT (22.9
 AA4621'M) SOUTHEAST OF THE SOUTHEAST CORNNER OF RUNWAY END 6 AND IN LINE WITH
 AA4621'THE END, 66.0 FT (20.1 M) SOUTHEAST OF THE SOUTHERNMOST THRESHOLD
 AA4621'LIGHT, AND 64.0 FT (19.5 M) SOUTHEAST OF THE SOUTHERNMOST LIGHT IN THE
 AA4621'LIGHT BAR. THE STATION IS A STANDARD CGS TOPOGRAPHIC DISK SET IN THE
 AA4621'TOP OF A CONCRETE MONUMENT SET 0.2 FT (6.1 CM) BELOW THE GROUND. TO
 AA4621'OBTAIN ACCESS TO THE AIRPORT AND THE STATION CONTACT MR. DONALD D.
 AA4621'HOEFT, AIRPORT DIRECTOR, AUSTIN STRAUBEL INTERNATIONAL AIRPORT, 2077
 AA4621'AIRPORT DRIVE, GREEN BAY, WI 54303, PHONE (414) 498-4800. STATION WAS
 AA4621'RECOVERED AND DESCRIBED BY RALPH A. HARRELL, CHIEF OF NOS PARTY.
 AA4621
 AA4621                          STATION RECOVERY (1993)
 AA4621
 AA4621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AA4621'THE STATION IS LOCATED AT THE WEST SIDE OF AUSTIN STRAUBEL
 AA4621'INTERNATIONAL AIRPORT IN GREEN BAY, WI, NEAR RUNWAY END 6.  THE
 AA4621'STATION IS 75.1 FT (22.9 M) SOUTHEAST OF THE SOUTHEAST CORNER OF
 AA4621'RUNWAY END 6 AND ON LINE WITH END, 66.0 FT (20.1 M) SOUTHEAST OF THE
 AA4621'SOUTHERNMOST THRESHOLD LIGHT, AND 64.0 FT (19.5 M) SOUTHEAST OF THE
 AA4621'SOUTHERNMOST LIGHT IN THE LIGHT BAR.  THE STATION IS CGS DISK SET IN
 AA4621'THE TOP OF A CONCRETE MONUMENT 0.2 FT (6.1 CM) BELOW GROUND LEVEL AND
 AA4621'IS STAMPED---AP 1962 STA B---.
 AA4621
 AA4621                          STATION RECOVERY (2005)
 AA4621
 AA4621'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 AA4621'RECOVERED IN GOOD CONDITION.  -NOTE-A FIBERGLASS WITNESS POST WAS NOT
 AA4621'SET DUE TO THE CLOSE PROXIMITY TO THE RUNWAY AND THAT THE STATION IS
 AA4621'WITHIN THE 100 FOOT SAFTEY RESTRICTED AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4622 ***********************************************************************
 AA4622  PACS        -  This is a Primary Airport Control Station.
 AA4622  DESIGNATION -  GRB D
 AA4622  PID         -  AA4622
 AA4622  STATE/COUNTY-  WI/BROWN
 AA4622  USGS QUAD   -  ONEIDA SOUTH (1992)
 AA4622
 AA4622                         *CURRENT SURVEY CONTROL
 AA4622  ___________________________________________________________________
 AA4622* NAD 83(1997)-  44 29 16.45152(N)    088 07 38.05587(W)     ADJUSTED  
 AA4622* NAVD 88     -       205.74   (meters)     675.0    (feet)  GPS OBS   
 AA4622  ___________________________________________________________________
 AA4622  X           -     148,948.183 (meters)                     COMP
 AA4622  Y           -  -4,555,336.813 (meters)                     COMP
 AA4622  Z           -   4,447,048.146 (meters)                     COMP
 AA4622  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AA4622  ELLIP HEIGHT-         169.56  (meters)          (04/28/99) GPS OBS
 AA4622  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 AA4622
 AA4622  HORZ ORDER  -  A
 AA4622  ELLP ORDER  -  THIRD     CLASS I
 AA4622
 AA4622.This mark is at Austin Straubel Intl Airport (GRB)
 AA4622
 AA4622.The horizontal coordinates were established by GPS observations
 AA4622.and adjusted by the National Geodetic Survey in April 1999..
 AA4622
 AA4622.The orthometric height was determined by GPS observations and a
 AA4622.high-resolution geoid model.
 AA4622
 AA4622.GPS derived orthometric heights for airport stations designated as
 AA4622.PACS or SACS are published to 2 decimal places.  This maintains
 AA4622.centimeter relative accuracy between the PACS and SACS.  It does
 AA4622.not indicate centimeter accuracy relative to other marks which are
 AA4622.part of the NAVD 88 network.
 AA4622
 AA4622.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4622
 AA4622.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4622
 AA4622.The ellipsoidal height was determined by GPS observations
 AA4622.and is referenced to NAD 83.
 AA4622
 AA4622.The geoid height was determined by GEOID03.
 AA4622
 AA4622;                    North         East     Units Scale Factor Converg.
 AA4622;SPC WI C     -    74,452.156   748,952.117   MT  0.99996353   +1 19 17.0
 AA4622;SPC WI C     -   244,265.12  2,457,187.07   sFT  0.99996353   +1 19 17.0
 AA4622;UTM  16      - 4,926,683.401   410,368.496   MT  0.99969880   -0 47 23.9
 AA4622
 AA4622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4622!SPC WI C     -   0.99997341  x   0.99996353  =   0.99993695
 AA4622!UTM  16      -   0.99997341  x   0.99969880  =   0.99967222
 AA4622
 AA4622                          SUPERSEDED SURVEY CONTROL
 AA4622
 AA4622  NAD 83(1991)-  44 29 16.45056(N)    088 07 38.05418(W) AD(       ) 1
 AA4622  ELLIP H (09/30/94)  169.64   (m)                       GP(       ) 4 2
 AA4622  NGVD 29 (09/30/94)  205.79   (m)          675.2    (f) LEVELING    3  
 AA4622
 AA4622.Superseded values are not recommended for survey control.
 AA4622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4622.See file dsdata.txt to determine how the superseded data were derived.
 AA4622
 AA4622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1036826683(NAD 83)
 AA4622_MARKER: DD = SURVEY DISK
 AA4622_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA4622_SP_SET: CATCH BASIN
 AA4622_STAMPING: GRB D 1993
 AA4622_MARK LOGO: NOS   
 AA4622_PROJECTION: FLUSH
 AA4622_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4622+STABILITY: SURFACE MOTION
 AA4622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4622+SATELLITE: SATELLITE OBSERVATIONS - December 11, 1997
 AA4622
 AA4622  HISTORY     - Date     Condition        Report By
 AA4622  HISTORY     - 1993     MONUMENTED       NOS
 AA4622  HISTORY     - 19931231 GOOD             NGS
 AA4622  HISTORY     - 19971211 GOOD             NGS
 AA4622  HISTORY     - 20050809 MARK NOT FOUND   WIDT
 AA4622
 AA4622                          STATION DESCRIPTION
 AA4622
 AA4622'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (RAH)
 AA4622'THE STATION IS LOCATED ON THE AUSTIN STRAUBEL INTERNATIONAL AIRPORT IN
 AA4622'A GRASSY TRIANGLE FORMED BY RUNWAYS 6-24, 12-30, AND TAXIWAY (J). THE
 AA4622'STATION IS 485.6 FT (148.0 M) SOUTHEAST OF THE MIDFIELD ANEMOMETER,
 AA4622'234.1 FT (71.4 M) NORTHWEST OF THE NORTH END OF A RUNWAY 30 SIGN,
 AA4622'233.2 FT (71.1 M) NORTHWEST OF THE NORTHWEST EDGE OF RUNWAY 6-24, AND
 AA4622'119.2 FT (36.3 M) EAST OF ARP 2. THE STATION IS A STANDARD NOS SURVEY
 AA4622'DISK SET IN A DRILL HOLE IN THE NORTHWEST CORNER OF A CATCH BASIN. TO
 AA4622'OBTAIN ACCESS TO THE AIRPORT AND THE STATION CONTACT MR. DONALD D.
 AA4622'HOEFT, AIRPORT SUPERVISOR, AUSTIN STRAUBEL INTERNATIONAL AIRPORT, 2077
 AA4622'AIRPORT DRIVE, GREEN BAY, WI. 54303, PHONE (414) 498-4800.
 AA4622
 AA4622                          STATION RECOVERY (1993)
 AA4622
 AA4622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AA4622'THE STATION IS LOCATED AT AUSTIN STRAUBEL INTERNATIONAL AIRPORT IN
 AA4622'GREEN BAY, WI, IN THE GRASS TRIANGLE FORMED BY RUNWAYS 6-24, 12-30,
 AA4622'AND TAXIWAY J.  THE STATION IS 485.6 FT (148.0 M) SOUTHEAST OF THE
 AA4622'MIDFIELD ANEMOMETER, 234.1 FT (71.4 M) NORTHWEST OF THE NORTH END OF A
 AA4622'RUNWAY (30) SIGN, 233.2 FT (71.1 M) NORTHWEST OF THE NORTHWEST EDGE OF
 AA4622'RUNWAY 6-24, AND 119.2 FT (36.3 M) EAST OF ARP 2 GRB 1976 FROST
 AA4622'HEAVED.  THE STATION IS NOS DISK SET IN A DRILL HOLE ON THE NORTHWEST
 AA4622'CORNER OF A CATCH BASIN AND IS STAMPED---GRB D 1993---.
 AA4622
 AA4622                          STATION RECOVERY (1997)
 AA4622
 AA4622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AA4622'THIS STATION IS THE PRIMARY AIRPORT CONTROL (PAC) STATION FOR THE
 AA4622'GREEN BAY AUSTIN STRAUBEL INTERNATIONAL (GRB) AIRPORT.  THE STATION IS
 AA4622'LOCATED 3.2 KM (2.00 MI) SOUTHWEST OF GREEN BAY ON THE AUSTIN STRAUBEL
 AA4622'INTERNATIONAL AIRPORT.  OWNERSHIP--AUSTIN STRAUBEL INTERNATIONAL
 AA4622'AIRPORT, THOMAS MILLER ASSISTANT AIRPORT MANAGER, 2077 AIRPORT DRIVE,
 AA4622'GREEN BAY WI.  54313, PHONE (414) 498-4800.  TO REACH THE STATION FROM
 AA4622'THE JUNCTION OF U.S.  HIGHWAY 41 AND STATE HIGHWAY 172 ON THE
 AA4622'SOUTHWEST EDGE OF GREEN BAY GO 3.85 KM (2.40 MI) WEST ON STATE HIGHWAY
 AA4622'172 FOR 3.85 KM (2.40 MI) TO THE AIRPORT ENTRANCE ROAD, TURN LEFT AND
 AA4622'GO SOUTH ON THE ENTRANCE ROAD FOR 0.15 KM (0.10 MI) TO A PAVED ROAD ON
 AA4622'THE RIGHT, TURN RIGHT AND GO WEST AND THEN SOUTH FOR 0.40 KM (0.25 MI)
 AA4622'TO A GATE, PASS THROUGH GATE AND BEAR LEFT GOING SOUTHEAST ACROSS AN
 AA4622'APRON FOR 0.31 KM (0.20 MI) TO TAXIWAY J, TURN RIGHT AND GO SOUTHWEST
 AA4622'ALONG TAXIWAY J FOR 0.08 KM (0.05 MI) TO RUNWAY 12-30, TURN LEFT AND
 AA4622'GO SOUTHEAST ALONG THE RUNWAY FOR 0.20 KM (0.10 MI) TO THE STATION ON
 AA4622'THE RIGHT.  THE STATION IS A NOS DISK NEAR THE WEST CORNER OF A
 AA4622'CONCRETE CATCH BASIN, 143.8 M (471.8 FT) EAST OF THE ANOMOMETER, 135.2
 AA4622'M (443.6 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF RUNWAY 6-24, 71.5 M
 AA4622'(234.6 FT) NORTHWEST OF THE 3RD RUNWAY LIGHT OF RUNWAY 6-24 SOUTHWEST
 AA4622'OF RUNWAY 12-30, 70.4 M (231.0 FT) NORTHWEST OF THE NORTHWEST EDGE OF
 AA4622'RUNWAY 6-24, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE RUNWAYS.
 AA4622
 AA4622                          STATION RECOVERY (2005)
 AA4622
 AA4622'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 AA4622'NOT FOUND.  ADD--THE CATCH BASIN WAS REPLACED DURING THE 2003
 AA4622'CONSTRUCTION AT THE AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0018 ***********************************************************************
 PN0018  DESIGNATION -  GREEN
 PN0018  PID         -  PN0018
 PN0018  STATE/COUNTY-  WI/SHAWANO
 PN0018  USGS QUAD   -  KRAKOW (1974)
 PN0018
 PN0018                         *CURRENT SURVEY CONTROL
 PN0018  ___________________________________________________________________
 PN0018* NAD 83(1991)-  44 47 44.01375(N)    088 16 01.03140(W)     ADJUSTED  
 PN0018* NAVD 88     -       244.468  (meters)     802.06   (feet)  ADJUSTED  
 PN0018  ___________________________________________________________________
 PN0018  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 PN0018  GEOID HEIGHT-         -36.18  (meters)                     GEOID03
 PN0018  DYNAMIC HT  -         244.439 (meters)     801.96  (feet)  COMP
 PN0018  MODELED GRAV-     980,492.4   (mgal)                       NAVD 88
 PN0018
 PN0018  HORZ ORDER  -  FIRST
 PN0018  VERT ORDER  -  FIRST     CLASS II
 PN0018
 PN0018.The horizontal coordinates were established by classical geodetic methods
 PN0018.and adjusted by the National Geodetic Survey in November 1991..
 PN0018
 PN0018.The orthometric height was determined by differential leveling
 PN0018.and adjusted by the National Geodetic Survey in June 1991..
 PN0018
 PN0018.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0018
 PN0018.The geoid height was determined by GEOID03.
 PN0018
 PN0018.The dynamic height is computed by dividing the NAVD 88
 PN0018.geopotential number by the normal gravity value computed on the
 PN0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0018.degrees latitude (g = 980.6199 gals.).
 PN0018
 PN0018.The modeled gravity was interpolated from observed gravity values.
 PN0018
 PN0018;                    North         East     Units Scale Factor Converg.
 PN0018;SPC WI C     -   108,384.172   737,111.911   MT  0.99994169   +1 13 22.1
 PN0018;SPC WI C     -   355,590.40  2,418,341.33   sFT  0.99994169   +1 13 22.1
 PN0018;UTM  16      - 4,961,020.746   399,790.176   MT  0.99972348   -0 53 33.9
 PN0018
 PN0018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0018!SPC WI C     -   0.99996734  x   0.99994169  =   0.99990904
 PN0018!UTM  16      -   0.99996734  x   0.99972348  =   0.99969083
 PN0018
 PN0018:                Primary Azimuth Mark                     Grid Az
 PN0018:SPC WI C     -  KROKAY                                   171 55 26.1
 PN0018:UTM  16      -  KROKAY                                   174 02 22.1
 PN0018
 PN0018|---------------------------------------------------------------------|
 PN0018| PID    Reference Object                     Distance      Geod. Az  |
 PN0018|                                                           dddmmss.s |
 PN0018| PN0019 KROKAY                              APPROX. 6.5 KM 1730848.2 |
 PN0018| CJ5026 GREEN RM                             19.600 METERS 21034     |
 PN0018|---------------------------------------------------------------------|
 PN0018
 PN0018                          SUPERSEDED SURVEY CONTROL
 PN0018
 PN0018  NAD 83(1986)-  44 47 44.05095(N)    088 16 00.98548(W) AD(       ) 1
 PN0018  NAD 27      -  44 47 44.06400(N)    088 16 00.65500(W) AD(       ) 1
 PN0018  NGVD 29 (??/??/92)  244.475  (m)          802.08   (f) ADJ UNCH    1 2
 PN0018
 PN0018.Superseded values are not recommended for survey control.
 PN0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0018.See file dsdata.txt to determine how the superseded data were derived.
 PN0018
 PN0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9979061021(NAD 83)
 PN0018_MARKER: DS = TRIANGULATION STATION DISK
 PN0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0018_SP_SET: CONCRETE POST
 PN0018_STAMPING: GREEN 1921 ELEV. 802.082 FT.
 PN0018_MARK LOGO: CGS   
 PN0018_PROJECTION: FLUSH
 PN0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0018+STABILITY: SURFACE MOTION
 PN0018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0018+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2005
 PN0018
 PN0018  HISTORY     - Date     Condition        Report By
 PN0018  HISTORY     - 1921     MONUMENTED       CGS
 PN0018  HISTORY     - 1921     GOOD             CGS
 PN0018  HISTORY     - 1934     GOOD             NGS
 PN0018  HISTORY     - 1980     GOOD             GE
 PN0018  HISTORY     - 1985     GOOD             NGS
 PN0018  HISTORY     - 20021115 GOOD             USPSQD
 PN0018  HISTORY     - 20040325 GOOD             USPSQD
 PN0018  HISTORY     - 20050712 GOOD             WIDT
 PN0018
 PN0018                          STATION DESCRIPTION
 PN0018
 PN0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 PN0018'STATION IS ABOUT 120 METERS S OF THE GREEN VALLEY DEPOT, 10
 PN0018'METERS S OF FIRST ROAD CROSSING S OF THE DEPOT, ON THE W SIDE
 PN0018'OF THE TRACK, 25 METERS S OF SWITCH STAND AND 2.30 METERS
 PN0018'(7.55 FEET) W OF THE W RAIL.
 PN0018'
 PN0018'STATION IS A STANDARD BRONZE DISK SET IN A LARGE CONCRETE BLOCK
 PN0018'3 FEET SQUARE AND 4 FEET DEEP.  REFERENCE MARK IS A STANDARD
 PN0018'BRONZE DISK SET IN CONCRETE, AS DESCRIBED IN NOTE 11A.
 PN0018'
 PN0018'REFERENCE MARK IS ON W SIDE OF TRACK 0.25 METER E OF THE PROPERTY
 PN0018'LINE FENCE.
 PN0018
 PN0018                          STATION RECOVERY (1921)
 PN0018
 PN0018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921
 PN0018'AT GREEN VALLEY.
 PN0018'AT GREEN VALLEY, SHAWANO COUNTY, 130 YARDS SOUTH OF THE CHICAGO
 PN0018'AND NORTH WESTERN RAILWAY STATION, 80 FEET SOUTH OF A SWITCHSTAND,
 PN0018'35 FEET SOUTH OF THE CROSSING OF STATE HIGHWAY 32, AND 7.6 FEET
 PN0018'WEST OF THE WEST RAIL.  A STANDARD TRIANGULATION-STATION DISK,
 PN0018'STAMPED ELEV. 802.082 FT. GREEN 1921 AND SET IN THE TOP OF A
 PN0018'3- BY 4-FOOT CONCRETE BLOCK.
 PN0018
 PN0018                          STATION RECOVERY (1934)
 PN0018
 PN0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PN0018'RECOVERED IN GOOD CONDITION.
 PN0018
 PN0018                          STATION RECOVERY (1980)
 PN0018
 PN0018'RECOVERY NOTE BY GENERAL ELECTRIC CORPORATION 1980 (FWM)
 PN0018'STATION AND REFERENCES RECOVERED IN GOOD ORDER.  CHURCH IN
 PN0018'DESCRIPTION HAS BEEN TORN DOWN.
 PN0018
 PN0018                          STATION RECOVERY (1985)
 PN0018
 PN0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0018'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN GREEN
 PN0018'VALLEY, AT THE INTERSECTION OF COUNTY HIGHWAY E AND RAILROAD AVENUE,
 PN0018'55.5 M (182.1 FT) WEST OF THE EXTENDED CENTER OF CO-OP AVENUE, 37.8 M
 PN0018'(124.0 FT) EAST OF THE EXTENDED CENTER OF THE AVENUE, 10.4 M (34.1 FT)
 PN0018'SOUTH OF THE CENTER OF THE HIGHWAY, AND 2.4 M (7.9 FT) WEST OF THE
 PN0018'CENTER OF A SNOWMOBLE TRAIL (OLD RAILROAD BED).
 PN0018'THE MARK IS 0.5 METERS  N FROM  A WITNESS POST
 PN0018'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 PN0018
 PN0018                          STATION RECOVERY (2002)
 PN0018
 PN0018'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0018'RECOVERED IN GOOD CONDITION.  RAILROAD AVENUE IS NOW NAMED RAIL WAY
 PN0018'STREET. THE STATION IS APPROXIMATELY 30 FEET WEST AND IN LINE WITH THE
 PN0018'WEST END OF A GUARD RAIL PROTECTING A 6X6X4 FOOT GREEN PUMPING STATION
 PN0018'BOX.
 PN0018
 PN0018                          STATION RECOVERY (2004)
 PN0018
 PN0018'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN0018'RECOVERED IN GOOD CONDITION.
 PN0018
 PN0018                          STATION RECOVERY (2005)
 PN0018
 PN0018'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0018'RECOVERED IN GOOD CONDITION.  ADD  A TREE TO THE SOUTHEAST OF THE
 PN0018'STATION MAY OBSTRUCT SATELITES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0542 ***********************************************************************
 PM0542  DESIGNATION -  GREEN BAY ANGLE LIGHT
 PM0542  PID         -  PM0542
 PM0542  STATE/COUNTY-  WI/BROWN
 PM0542  USGS QUAD   -  GREEN BAY EAST (1992)
 PM0542
 PM0542                         *CURRENT SURVEY CONTROL
 PM0542  ___________________________________________________________________
 PM0542* NAD 83(1991)-  44 35 49.36430(N)    087 57 08.96549(W)     ADJUSTED  
 PM0542* NAVD 88     -                                                        
 PM0542  ___________________________________________________________________
 PM0542  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 PM0542  GEOID HEIGHT-         -36.24  (meters)                     GEOID03
 PM0542
 PM0542  HORZ ORDER  -  THIRD
 PM0542
 PM0542.The horizontal coordinates were established by classical geodetic methods
 PM0542.and adjusted by the National Geodetic Survey in November 1991..
 PM0542
 PM0542
 PM0542.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0542
 PM0542.The geoid height was determined by GEOID03.
 PM0542
 PM0542;                    North         East     Units Scale Factor Converg.
 PM0542;SPC WI C     -    86,911.495   762,542.250   MT  0.99995251   +1 26 40.8
 PM0542;SPC WI C     -   285,142.13  2,501,774.03   sFT  0.99995251   +1 26 40.8
 PM0542;UTM  16      - 4,938,630.060   424,404.813   MT  0.99967027   -0 40 07.6
 PM0542
 PM0542                          SUPERSEDED SURVEY CONTROL
 PM0542
 PM0542  NAD 83(1986)-  44 35 49.35566(N)    087 57 08.95181(W) AD(       ) 4
 PM0542  NAD 27      -  44 35 49.38000(N)    087 57 08.59000(W) AD(       ) 3
 PM0542
 PM0542.Superseded values are not recommended for survey control.
 PM0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0542.See file dsdata.txt to determine how the superseded data were derived.
 PM0542
 PM0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2440538630(NAD 83)
 PM0542_MARKER: 14 = NAVIGATION LIGHT
 PM0542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0542+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2004
 PM0542
 PM0542  HISTORY     - Date     Condition        Report By
 PM0542  HISTORY     - 1953     FIRST OBSERVED   CGS
 PM0542  HISTORY     - 20021101 MARK NOT FOUND   USPSQD
 PM0542  HISTORY     - 20040404 GOOD             USPSQD
 PM0542
 PM0542                          STATION DESCRIPTION
 PM0542
 PM0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0542'THE STATION IS ABOUT 3 MILES NORTHEAST OF GRASSY ISLAND, 2 MILES
 PM0542'NORTHWEST OF SABLE POINT AND 1-1/2 MILES NORTHEAST OF LONG TAIL
 PM0542'POINT. THE STATION IS THE CENTER OF THE TOP OF THE LIGHT ATOP A RED
 PM0542'SKELETON TOWER.  IT IS 50 FEET ABOVE LOW WATER AND IS A FLASHING RED
 PM0542'LIGHT.
 PM0542
 PM0542                          STATION RECOVERY (2002)
 PM0542
 PM0542'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0542'THE GREEN BAY ANGLE LIGHT SKELETON TOWER HAS BEEN REPLACED BY A 6 FOOT
 PM0542'DIAMETER WHITE CYLINDER WITH A RED HORIZONTAL BAND 40 FEET ABOVE LOW
 PM0542'WATER DATUM AND IS NOW KNOWN AS THE GREEN BAY HARBOR CHANNEL LIGHT NO.
 PM0542'14.
 PM0542
 PM0542                          STATION RECOVERY (2004)
 PM0542
 PM0542'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWS)
 PM0542'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0859 ***********************************************************************
 PN0859  DESIGNATION -  GREEN BAY CITY WATER TANK
 PN0859  PID         -  PN0859
 PN0859  STATE/COUNTY-  WI/BROWN
 PN0859  USGS QUAD   -  GREEN BAY WEST (1992)
 PN0859
 PN0859                         *CURRENT SURVEY CONTROL
 PN0859  ___________________________________________________________________
 PN0859* NAD 83(1991)-  44 31 29.58277(N)    088 02 56.27281(W)     ADJUSTED  
 PN0859* NAVD 88     -                                                        
 PN0859  ___________________________________________________________________
 PN0859  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 PN0859  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 PN0859
 PN0859  HORZ ORDER  -  THIRD
 PN0859
 PN0859.The horizontal coordinates were established by classical geodetic methods
 PN0859.and adjusted by the National Geodetic Survey in November 1991..
 PN0859
 PN0859
 PN0859.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0859
 PN0859.The geoid height was determined by GEOID03.
 PN0859
 PN0859;                    North         East     Units Scale Factor Converg.
 PN0859;SPC WI C     -    78,706.784   755,077.754   MT  0.99995939   +1 22 35.8
 PN0859;SPC WI C     -   258,223.84  2,477,284.26   sFT  0.99995939   +1 22 35.8
 PN0859;UTM  16      - 4,930,708.330   416,645.061   MT  0.99968544   -0 44 08.1
 PN0859
 PN0859                          SUPERSEDED SURVEY CONTROL
 PN0859
 PN0859  NAD 83(1986)-  44 31 29.57471(N)    088 02 56.26103(W) AD(       ) 4
 PN0859  NAD 27      -  44 31 29.61000(N)    088 02 55.90000(W) AD(       ) 3
 PN0859
 PN0859.Superseded values are not recommended for survey control.
 PN0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0859.See file dsdata.txt to determine how the superseded data were derived.
 PN0859
 PN0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1664530708(NAD 83)
 PN0859
 PN0859  HISTORY     - Date     Condition        Report By
 PN0859  HISTORY     - UNK      MONUMENTED
 PN0859  HISTORY     - 1976     SEE DESCRIPTION  NGS
 PN0859
 PN0859                          STATION DESCRIPTION
 PN0859
 PN0859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JWB)
 PN0859'THE STATION IS APPARENTLY LOST AS THERE IS NO WATER TANK IN THE
 PN0859'AREA WHERE THE POSITION PLOTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0867 ***********************************************************************
 PN0867  DESIGNATION -  GREEN BAY CO COURTHOUSE DOME
 PN0867  PID         -  PN0867
 PN0867  STATE/COUNTY-  WI/BROWN
 PN0867  USGS QUAD   -  GREEN BAY WEST (1992)
 PN0867
 PN0867                         *CURRENT SURVEY CONTROL
 PN0867  ___________________________________________________________________
 PN0867* NAD 83(1991)-  44 30 46.35175(N)    088 00 51.21597(W)     ADJUSTED  
 PN0867* NAVD 88     -                                                        
 PN0867  ___________________________________________________________________
 PN0867  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 PN0867  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 PN0867
 PN0867  HORZ ORDER  -  THIRD
 PN0867
 PN0867.The horizontal coordinates were established by classical geodetic methods
 PN0867.and adjusted by the National Geodetic Survey in November 1991..
 PN0867
 PN0867
 PN0867.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0867
 PN0867.The geoid height was determined by GEOID03.
 PN0867
 PN0867;                    North         East     Units Scale Factor Converg.
 PN0867;SPC WI C     -    77,439.741   757,870.982   MT  0.99996069   +1 24 04.0
 PN0867;SPC WI C     -   254,066.88  2,486,448.38   sFT  0.99996069   +1 24 04.0
 PN0867;UTM  16      - 4,929,339.579   419,388.930   MT  0.99967991   -0 42 39.9
 PN0867
 PN0867                          SUPERSEDED SURVEY CONTROL
 PN0867
 PN0867  NAD 83(1986)-  44 30 46.34329(N)    088 00 51.20256(W) AD(       ) 4
 PN0867  NAD 27      -  44 30 46.37100(N)    088 00 50.83500(W) AD(       ) 3
 PN0867
 PN0867.Superseded values are not recommended for survey control.
 PN0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0867.See file dsdata.txt to determine how the superseded data were derived.
 PN0867
 PN0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1938929340(NAD 83)
 PN0867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0867+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2005
 PN0867
 PN0867  HISTORY     - Date     Condition        Report By
 PN0867  HISTORY     - 1953     MONUMENTED       CGS
 PN0867  HISTORY     - 20021031 GOOD             USPSQD
 PN0867  HISTORY     - 20040103 GOOD             USPSQD
 PN0867  HISTORY     - 20050621 GOOD             USPSQD
 PN0867
 PN0867                          STATION DESCRIPTION
 PN0867
 PN0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PN0867'STATION IS THE BASE OF THE FLAG POLE ATOP THE COUNTY COURTHOUSE
 PN0867'DOME, WHICH IS LOCATED ABOUT 200 FEET NORTHWEST OF THE INTERSECTION
 PN0867'OF DOTY STREET AND S. JEFFERSON STREET NEAR THE CENTRAL SECTION
 PN0867'OF GREEN BAY.  THE COURTHOUSE IS A LARGE GRAY STONE STRUCTURE WITH
 PN0867'A DOME AT THE CENTER AND THE FLAG POLE AT THE CENTER OF THE
 PN0867'DOME.  THE OVERALL HEIGHT OF THE STRUCTURE IS ABOUT 145 FEET.
 PN0867
 PN0867                          STATION RECOVERY (2002)
 PN0867
 PN0867'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0867'RECOVERED IN GOOD CONDITION.
 PN0867
 PN0867                          STATION RECOVERY (2004)
 PN0867
 PN0867'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWS)
 PN0867'RECOVERED IN GOOD CONDITION.
 PN0867
 PN0867                          STATION RECOVERY (2005)
 PN0867
 PN0867'RECOVERY NOTE BY US POWER SQUADRON 2005 (RWS)
 PN0867'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0872 ***********************************************************************
 PN0872  DESIGNATION -  GREEN BAY CONC GRAIN ELEV FLAG
 PN0872  PID         -  PN0872
 PN0872  STATE/COUNTY-  WI/BROWN
 PN0872  USGS QUAD   -  GREEN BAY WEST (1992)
 PN0872
 PN0872                         *CURRENT SURVEY CONTROL
 PN0872  ___________________________________________________________________
 PN0872* NAD 83(1991)-  44 30 53.73013(N)    088 01 54.07555(W)     ADJUSTED  
 PN0872* NAVD 88     -                                                        
 PN0872  ___________________________________________________________________
 PN0872  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 PN0872  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 PN0872
 PN0872  HORZ ORDER  -  THIRD
 PN0872
 PN0872.The horizontal coordinates were established by classical geodetic methods
 PN0872.and adjusted by the National Geodetic Survey in November 1991..
 PN0872
 PN0872
 PN0872.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0872
 PN0872.The geoid height was determined by GEOID03.
 PN0872
 PN0872;                    North         East     Units Scale Factor Converg.
 PN0872;SPC WI C     -    77,633.618   756,477.568   MT  0.99996047   +1 23 19.7
 PN0872;SPC WI C     -   254,702.96  2,481,876.82   sFT  0.99996047   +1 23 19.7
 PN0872;UTM  16      - 4,929,584.612   418,003.996   MT  0.99968268   -0 43 24.1
 PN0872
 PN0872                          SUPERSEDED SURVEY CONTROL
 PN0872
 PN0872  NAD 83(1986)-  44 30 53.72180(N)    088 01 54.06344(W) AD(       ) 4
 PN0872  NAD 27      -  44 30 53.75100(N)    088 01 53.68500(W) AD(       ) 3
 PN0872
 PN0872.Superseded values are not recommended for survey control.
 PN0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0872.See file dsdata.txt to determine how the superseded data were derived.
 PN0872
 PN0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1800429585(NAD 83)
 PN0872
 PN0872  HISTORY     - Date     Condition        Report By
 PN0872  HISTORY     - UNK      MONUMENTED
 PN0872  HISTORY     - 1976     SEE DESCRIPTION  NGS
 PN0872
 PN0872                          STATION DESCRIPTION
 PN0872
 PN0872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JWB)
 PN0872'THERE IS A GRAIN ELEVATOR IN THE AREA WHERE THE POSITION PLOTS
 PN0872'BUT THE ELEVATOR HAS A RADIO ANTENNA ON THE ROOF INSTEAD OF A
 PN0872'FLAGPOLE.  THE ANTENNA WAS OBSERVED FROM AIRPORT SURVEY STATIONS
 PN0872'WITH A MINUTE DISCREPANCY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1345 ***********************************************************************
 PN1345  HT_MOD      -  This is a Height Modernization Survey Station.
 PN1345  CBN         -  This is a Cooperative Base Network Control Station.
 PN1345  DESIGNATION -  GREEN BAY GPS
 PN1345  PID         -  PN1345
 PN1345  STATE/COUNTY-  WI/BROWN
 PN1345  USGS QUAD   -  ONEIDA NORTH (1992)
 PN1345
 PN1345                         *CURRENT SURVEY CONTROL
 PN1345  ___________________________________________________________________
 PN1345* NAD 83(1997)-  44 34 36.08662(N)    088 10 12.44265(W)     ADJUSTED  
 PN1345* NAVD 88     -       231.15   (meters)     758.4    (feet)  GPS OBS   
 PN1345  ___________________________________________________________________
 PN1345  X           -     145,318.149 (meters)                     COMP
 PN1345  Y           -  -4,548,549.094 (meters)                     COMP
 PN1345  Z           -   4,454,099.399 (meters)                     COMP
 PN1345  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 PN1345  ELLIP HEIGHT-         194.95  (meters)          (04/28/99) GPS OBS
 PN1345  GEOID HEIGHT-         -36.17  (meters)                     GEOID03
 PN1345
 PN1345  HORZ ORDER  -  A
 PN1345  ELLP ORDER  -  THIRD     CLASS I
 PN1345
 PN1345.The horizontal coordinates were established by GPS observations
 PN1345.and adjusted by the National Geodetic Survey in April 1999..
 PN1345
 PN1345.The orthometric height was determined by GPS observations and a
 PN1345.high-resolution geoid model using precise GPS observation and
 PN1345.processing techniques.
 PN1345
 PN1345.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PN1345
 PN1345.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1345
 PN1345.The ellipsoidal height was determined by GPS observations
 PN1345.and is referenced to NAD 83.
 PN1345
 PN1345.The geoid height was determined by GEOID03.
 PN1345
 PN1345;                    North         East     Units Scale Factor Converg.
 PN1345;SPC WI C     -    84,237.785   745,319.478   MT  0.99995429   +1 17 28.0
 PN1345;SPC WI C     -   276,370.13  2,445,268.99   sFT  0.99995429   +1 17 28.0
 PN1345;UTM  16      - 4,936,593.709   407,099.773   MT  0.99970613   -0 49 16.8
 PN1345
 PN1345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1345!SPC WI C     -   0.99996943  x   0.99995429  =   0.99992373
 PN1345!UTM  16      -   0.99996943  x   0.99970613  =   0.99967557
 PN1345
 PN1345                          SUPERSEDED SURVEY CONTROL
 PN1345
 PN1345  NAD 83(1991)-  44 34 36.08553(N)    088 10 12.44144(W) AD(       ) B
 PN1345  ELLIP H (06/11/91)  195.04   (m)                       GP(       ) 4 1
 PN1345  NGVD 29 (06/11/91)  231.1    (m)          758.     (f) GPS OBS        
 PN1345
 PN1345.Superseded values are not recommended for survey control.
 PN1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1345.See file dsdata.txt to determine how the superseded data were derived.
 PN1345
 PN1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0710036594(NAD 83)
 PN1345_MARKER: DH = HORIZONTAL CONTROL DISK
 PN1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1345_SP_SET: CONCRETE POST
 PN1345_STAMPING: GREEN BAY GPS 1989
 PN1345_MARK LOGO: NGS   
 PN1345_PROJECTION: FLUSH
 PN1345_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN1345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN1345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN1345+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2006
 PN1345
 PN1345  HISTORY     - Date     Condition        Report By
 PN1345  HISTORY     - 1989     MONUMENTED       WIHD
 PN1345  HISTORY     - 19900814 GOOD             NGS
 PN1345  HISTORY     - 19930524 GOOD             NOS
 PN1345  HISTORY     - 19970814 GOOD             WIHD
 PN1345  HISTORY     - 20010609 GOOD             WIDT
 PN1345  HISTORY     - 20020611 GOOD             JCLS
 PN1345  HISTORY     - 20020614 GOOD             JCLS
 PN1345  HISTORY     - 20030709 GOOD             WIDT
 PN1345  HISTORY     - 20040324 GOOD             USPSQD
 PN1345  HISTORY     - 20060421 GOOD             JCLS
 PN1345  HISTORY     - 20060505 GOOD             USPSQD
 PN1345
 PN1345                          STATION DESCRIPTION
 PN1345
 PN1345'DESCRIBED BY WI HIGHWAY DEPT 1989
 PN1345'THE STATION IS LOCATED ABOUT 11.26 KM (7.00 MI) NORTHWEST OF GREEN
 PN1345'BAY, 41.8 KM (25.95 MI) SOUTHEAST OF SHAWANO, 41.8 KM (25.95 MI)
 PN1345'NORTHEAST OF APPLETON.  OWNERSHIP--STATE HIGHWAY R.O.W.
 PN1345'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE ROUTE 29
 PN1345'NORTHWEST OF GREEN BAY, GO NORTHWEST FOR 8.55 KM (5.30 MI) ON STATE
 PN1345'ROUTE 29 TO THE STATION ON THE RIGHT.
 PN1345'THE STATION IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED--GREEN
 PN1345'BAY GPS 1989--, SET INTO THE TOP OF A 40 CM DIAMETER CONCRETE MONUMENT
 PN1345'SET FLUSH WITH THE GROUND.  LOCATED 34.4 M (112.9 FT) WEST FROM THE
 PN1345'CENTER-LINE OF MARLEY STREET, 53.6 M (175.9 FT) NORTHEAST FROM THE
 PN1345'CENTER-LINE OF STATE ROUTE 29, 1.92 M (6.3 FT) NORTHEAST FROM A STEEL
 PN1345'WITNESS POST, 0.98 M (3.2 FT) SOUTH FROM A CARSONITE WITNESS POST,
 PN1345'0.98 M (3.2 FT) NORTH FROM A CARSONITE WITNESS POST, 386.24 M
 PN1345'(1267.2 FT) NORTHWEST FROM THE CENTER-LINE OF THE JUNCTION OF COUNTY
 PN1345'ROAD VV SOUTH AND MARLEY STREET NORTH.
 PN1345
 PN1345                          STATION RECOVERY (1990)
 PN1345
 PN1345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 PN1345'THE STATION IS LOCATED ABOUT 41.8 KM (26.0 MI) NORTHEAST OF APPLETON,
 PN1345'41.8 KM (26.0 MI) SOUTHEAST OF SHAWANO AND 11.3 KM (7.0 MI) NORTHWEST
 PN1345'OF GREEN BAY.  OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION,
 PN1345'P.O. BOX 7916, MADISON, WI 53707, PHONE 608-267-2462.
 PN1345'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE
 PN1345'HIGHWAY 29 IN NORTHWEST GREEN BAY, GO NORTHWEST ON STATE HIGHWAY 29
 PN1345'FOR 8.55 KM (5.31 MI) TO THE STATION ON THE RIGHT IN A SMALL FIELD.
 PN1345'THE STATION IS LOCATED 386.2 M (1267.1 FT) NORTHWEST FROM THE CENTER
 PN1345'OF THE JUNCTION OF COUNTY ROAD VV AND MARLEY STREET, 53.6 M
 PN1345'(175.9 FT) NORTHEAST FROM THE CENTERLINE OF THE NORTHWEST BOUND LANES
 PN1345'OF STATE HIGHWAY 29, 34.4 M (112.9 FT) WEST FROM THE CENTERLINE OF
 PN1345'MARLEY STREET, 1.92 M (6.30 FT) NORTHEAST FROM A METAL WITNESS POST
 PN1345'AND 0.98 M (3.22 FT) SOUTH FROM A CARSONITE WITNESS POST AND IS FLUSH
 PN1345'WITH THE GROUND.
 PN1345
 PN1345                          STATION RECOVERY (1993)
 PN1345
 PN1345'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (RAH)
 PN1345'RECOVERED AS DESCRIBED.
 PN1345
 PN1345                          STATION RECOVERY (1997)
 PN1345
 PN1345'RECOVERY NOTE BY WI HIGHWAY DEPT 1997 (CSM)
 PN1345'THE STATION IS LOCATED ABOUT 41.88 KM (26.00 MI) NORTHEAST OF
 PN1345'APPLETON, 41.88 KM (26.00 MI) SOUTHEAST OF SHAWANO, AND 11.3 KM (7.00
 PN1345'MI) NORTHWEST OF GREEN BAY ON THE NORTH RIGHT-OF-WAY OF STATE HIGHWAY
 PN1345'29 IN THE VILLAGE OF HOWARD.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 PN1345'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY
 PN1345'41 WITH HIGHWAY 29 IN THE NORTHWEST PART OF THE CITY OF GREEN BAY, GO
 PN1345'NORTHWEST 8.1 KM (5.05 MI) ON STATE HIGHWAY 29 TO THE JUNCTION WITH
 PN1345'MARLEY STREET AND MILLTOWN ROAD ON THE RIGHT, TURN RIGHT AND GO NORTH
 PN1345'AND NORTHWEST 0.32 KM (0.20 MI) ON MARLEY STREET TO THE STATION ON THE
 PN1345'LEFT IN A GRASSY AREA THAT IS THE OBLITERATED PORTION OF THE OLD
 PN1345'MARLEY STREET.  THE STATION IS A BRONZE NGS HORIZONTAL CONTROL MARK
 PN1345'DISK SET IN THE TOP OF A 40-CM (16-INCH) DIAMETER, 6-FOOT-DEEP
 PN1345'CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 53.6 M (175.9 FT)
 PN1345'NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF HIGHWAY 29, 34.4
 PN1345'M (112.9 FT) WEST OF THE CENTERLINE OF MARLEY STREET, 25.7 M (84.3 FT)
 PN1345'SOUTH-SOUTHEAST OF A CONCRETE MONUMENT WITH AN ALUMINUM DISK STAMPED
 PN1345'--1220 HOR WIDOT--, 26.4 M (86.6 FT) SOUTH-SOUTHEAST OF A YELLOW
 PN1345'WOODEN RIGHT-OF-WAY POST WITH A SURVEY MARK WITNESS SIGN, 27.4 M (89.9
 PN1345'FT) SOUTH-SOUTHEAST OF A 15-CM (6-INCH) DIAMETER ELM TREE, 1.92 M
 PN1345'(6.30 FT) SOUTH OF A METAL WITNESS POST, 0.95 M (3.12 FT) NORTH OF AN
 PN1345'ORANGE FIBERGLASS WITNESS POST, AND 1.05 M (3.44 FT) WEST OF A WHITE
 PN1345'PLASTIC WITNESS POST.
 PN1345
 PN1345                          STATION RECOVERY (2001)
 PN1345
 PN1345'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PN1345'RECOVERED AS DESCRIBED.  ---NOTE---THE STATION IS NOW 1.0 M EAST, 1.0
 PN1345'M SOUTH, AND 1.0 M
 PN1345'NORTH OF THREE 4X4 ORANGE PLASTIC WITNESS POSTS.
 PN1345' 
 PN1345' 
 PN1345'
 PN1345
 PN1345                          STATION RECOVERY (2002)
 PN1345
 PN1345'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 PN1345'RECOVERED IN GOOD CONDITION.
 PN1345
 PN1345                          STATION RECOVERY (2002)
 PN1345
 PN1345'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 PN1345'RECOVERED IN GOOD CONDITION.
 PN1345
 PN1345                          STATION RECOVERY (2003)
 PN1345
 PN1345'RECOVERY NOTE BY WI DEPT OF TRANSP 2003
 PN1345'RECOVERED AS DESCRIBED.
 PN1345'
 PN1345
 PN1345                          STATION RECOVERY (2004)
 PN1345
 PN1345'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN1345'RECOVERED IN GOOD CONDITION.  THE STATION IS WITHIN A TRIANGLE FORMED
 PN1345'BY THREE 4X4 ORANGE GUARD POSTS.
 PN1345
 PN1345                          STATION RECOVERY (2006)
 PN1345
 PN1345'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 PN1345'RECOVERED IN GOOD CONDITION.
 PN1345
 PN1345                          STATION RECOVERY (2006)
 PN1345
 PN1345'RECOVERY NOTE BY US POWER SQUADRON 2006 (KW)
 PN1345'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0543 ***********************************************************************
 PM0543  DESIGNATION -  GREEN BAY GRASSY IS S LH
 PM0543  PID         -  PM0543
 PM0543  STATE/COUNTY-  WI/BROWN
 PM0543  USGS QUAD   -  GREEN BAY EAST (1992)
 PM0543
 PM0543                         *CURRENT SURVEY CONTROL
 PM0543  ___________________________________________________________________
 PM0543* NAD 83(1991)-  44 33 30.60887(N)    087 59 39.70522(W)     ADJUSTED  
 PM0543* NAVD 88     -                                                        
 PM0543  ___________________________________________________________________
 PM0543  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 PM0543  GEOID HEIGHT-         -36.21  (meters)                     GEOID03
 PM0543
 PM0543  HORZ ORDER  -  THIRD
 PM0543
 PM0543.The horizontal coordinates were established by classical geodetic methods
 PM0543.and adjusted by the National Geodetic Survey in November 1991..
 PM0543
 PM0543
 PM0543.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0543
 PM0543.The geoid height was determined by GEOID03.
 PM0543
 PM0543;                    North         East     Units Scale Factor Converg.
 PM0543;SPC WI C     -    82,546.987   759,324.669   MT  0.99995599   +1 24 54.5
 PM0543;SPC WI C     -   270,822.91  2,491,217.68   sFT  0.99995599   +1 24 54.5
 PM0543;UTM  16      - 4,934,388.354   421,029.434   MT  0.99967669   -0 41 51.8
 PM0543
 PM0543                          SUPERSEDED SURVEY CONTROL
 PM0543
 PM0543  NAD 83(1986)-  44 33 30.60057(N)    087 59 39.69255(W) AD(       ) 4
 PM0543  NAD 27      -  44 33 30.63300(N)    087 59 39.31700(W) AD(       ) 3
 PM0543
 PM0543.Superseded values are not recommended for survey control.
 PM0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0543.See file dsdata.txt to determine how the superseded data were derived.
 PM0543
 PM0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2102934388(NAD 83)
 PM0543_MARKER: 14 = NAVIGATION LIGHT
 PM0543
 PM0543  HISTORY     - Date     Condition        Report By
 PM0543  HISTORY     - 1921     FIRST OBSERVED   CGS
 PM0543  HISTORY     - 1953     GOOD             CGS
 PM0543  HISTORY     - 20021101 MARK NOT FOUND   USPSQD
 PM0543  HISTORY     - 20040713 MARK NOT FOUND   USPSQD
 PM0543
 PM0543                          STATION DESCRIPTION
 PM0543
 PM0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0543'THE STATION WAS RECOVERED AND IN APPARENT GOOD CONDITION.  THE
 PM0543'STATION IS DESCRIBED BELOW.
 PM0543'
 PM0543'THE STATION IS THE CENTER OF THE TOP OF THE LIGHT ATOP A WHITE,
 PM0543'SQUARE, PYRAMIDAL TOWER.  IT IS 34 FEET ABOVE LOW WATER AND ON THE
 PM0543'SOUTH END OF THE CHANNEL PIER.
 PM0543'
 PM0543'THIS STATION WAS PREVIOUSLY CALLED GREEN BAY, GRASSY ISLAND SOUTH
 PM0543'LIGHT.
 PM0543
 PM0543                          STATION RECOVERY (2002)
 PM0543
 PM0543'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0543'THE GREEN BAY GRASSY ISLAND SOUTH LIGHT (AND NORTH LIGHT) WAS
 PM0543'OPERATIONAL UNTIL 1966 WHEN IT WAS DECIDED TO BURN THE STRUCTURE DOWN
 PM0543'TO PERMIT WIDENING OF THE CHANNEL THROUGH GRASSY ISLAND.  THE
 PM0543'STRUCTURE WAS SAVED AND TRANSPORTED BY BARGE TO SHORE AT THE GREEN BAY
 PM0543'YACHT CLUB FOR RESTORATION AND FOR MEMORIES.
 PM0543
 PM0543                          STATION RECOVERY (2004)
 PM0543
 PM0543'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWS)
 PM0543'THERE IS ONLY ONE NAV. MARKER OFF GRASSY ISLAND (BERT'S TREE
 PM0543'ISLAND)AND THAT IS LIGHT 25 (ON THE CHART) AT 44 33 30W AND 87 59 36W
 PM0543'FL G 2.5S MOUNTED OF A POST. SHOWN IN THE CG LIGHT LIST AS NO. 22245.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0544 ***********************************************************************
 PM0544  DESIGNATION -  GREEN BAY GRASSY IS N LIGHT
 PM0544  PID         -  PM0544
 PM0544  STATE/COUNTY-  WI/BROWN
 PM0544  USGS QUAD   -  GREEN BAY EAST (1992)
 PM0544
 PM0544                         *CURRENT SURVEY CONTROL
 PM0544  ___________________________________________________________________
 PM0544* NAD 83(1991)-  44 33 36.69683(N)    087 59 36.03302(W)     ADJUSTED  
 PM0544* NAVD 88     -                                                        
 PM0544  ___________________________________________________________________
 PM0544  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 PM0544  GEOID HEIGHT-         -36.21  (meters)                     GEOID03
 PM0544
 PM0544  HORZ ORDER  -  THIRD
 PM0544
 PM0544.The horizontal coordinates were established by classical geodetic methods
 PM0544.and adjusted by the National Geodetic Survey in November 1991..
 PM0544
 PM0544
 PM0544.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0544
 PM0544.The geoid height was determined by GEOID03.
 PM0544
 PM0544;                    North         East     Units Scale Factor Converg.
 PM0544;SPC WI C     -    82,736.844   759,401.041   MT  0.99995583   +1 24 57.1
 PM0544;SPC WI C     -   271,445.80  2,491,468.25   sFT  0.99995583   +1 24 57.1
 PM0544;UTM  16      - 4,934,575.214   421,112.731   MT  0.99967653   -0 41 49.3
 PM0544
 PM0544                          SUPERSEDED SURVEY CONTROL
 PM0544
 PM0544  NAD 83(1986)-  44 33 36.68855(N)    087 59 36.02024(W) AD(       ) 4
 PM0544  NAD 27      -  44 33 36.72200(N)    087 59 35.64200(W) AD(       ) 3
 PM0544
 PM0544.Superseded values are not recommended for survey control.
 PM0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0544.See file dsdata.txt to determine how the superseded data were derived.
 PM0544
 PM0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2111334575(NAD 83)
 PM0544_MARKER: 14 = NAVIGATION LIGHT
 PM0544
 PM0544  HISTORY     - Date     Condition        Report By
 PM0544  HISTORY     - 1921     FIRST OBSERVED   CGS
 PM0544  HISTORY     - 1953     GOOD             CGS
 PM0544  HISTORY     - 20021101 MARK NOT FOUND   USPSQD
 PM0544  HISTORY     - 20040713 MARK NOT FOUND   USPSQD
 PM0544
 PM0544                          STATION DESCRIPTION
 PM0544
 PM0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0544'THE STATION WAS RECOVERED AND IN APPARENT GOOD CONDITION.  THE
 PM0544'STATION IS DESCRIBED BELOW--
 PM0544'THE STATION IS THE CENTER OF THE TOP OF THE LIGHT ATOP A
 PM0544'WHITE, SQUARE, PYRAMIDAL TOWER.  IT IS 27 FEET ABOVE LOW WATER
 PM0544'AND ON THE NORTH END OF THE CHANNEL PIER.
 PM0544'
 PM0544'THIS STATION WAS PREVIOUSLY CALLED GREEN BAY, GRASSY ISLAND NORTH
 PM0544'LIGHT.
 PM0544
 PM0544                          STATION RECOVERY (2002)
 PM0544
 PM0544'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0544'THE GREEN BAY GRASSY ISLAND NORTH LIGHT (AND SOUTH LIGHT) WAS
 PM0544'OPERATIONAL UNTIL 1966 WHEN IT WAS DECIDED TO BURN THE STRUCTURE DOWN
 PM0544'TO PERMIT WIDENING OF THE CHANNEL THROUGH GRASSY ISLAND.  THE
 PM0544'STRUCTURE WAS SAVED AND TRANSPORTED BY BARGE TO SHORE AT THE GREEN BAY
 PM0544'YACHT CLUB FOR RESTORATION AND FOR MEMORIES.
 PM0544
 PM0544                          STATION RECOVERY (2004)
 PM0544
 PM0544'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWS)
 PM0544'THERE IS ONLY ONE NAV. MARKER OFF GRASSY ISLAND (BERT'S TREE
 PM0544'ISLAND)AND THAT IS LIGHT 25 (ON THE CHART) AT 44 33 30W AND 87 59 36W
 PM0544'FL G 2.5S MOUNTED OF A POST. SHOWN IN THE CG LIGHT LIST AS NO. 22245.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0545 ***********************************************************************
 PM0545  DESIGNATION -  GREEN BAY HARBOR ENTRANCE LT
 PM0545  PID         -  PM0545
 PM0545  STATE/COUNTY-  WI/BROWN
 PM0545  USGS QUAD   -  LITTLE TAIL POINT (1974)
 PM0545
 PM0545                         *CURRENT SURVEY CONTROL
 PM0545  ___________________________________________________________________
 PM0545* NAD 83(1991)-  44 39 11.01832(N)    087 54 04.19786(W)     ADJUSTED  
 PM0545* NAVD 88     -                                                        
 PM0545  ___________________________________________________________________
 PM0545  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 PM0545  GEOID HEIGHT-         -36.29  (meters)                     GEOID03
 PM0545
 PM0545  HORZ ORDER  -  THIRD
 PM0545
 PM0545.The horizontal coordinates were established by classical geodetic methods
 PM0545.and adjusted by the National Geodetic Survey in November 1991..
 PM0545
 PM0545
 PM0545.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0545
 PM0545.The geoid height was determined by GEOID03.
 PM0545
 PM0545;                    North         East     Units Scale Factor Converg.
 PM0545;SPC WI C     -    93,237.764   766,454.896   MT  0.99994825   +1 28 51.2
 PM0545;SPC WI C     -   305,897.56  2,514,610.77   sFT  0.99994825   +1 28 51.2
 PM0545;UTM  16      - 4,944,805.950   428,546.969   MT  0.99966278   -0 38 00.2
 PM0545
 PM0545                          SUPERSEDED SURVEY CONTROL
 PM0545
 PM0545  NAD 83(1986)-  44 39 11.00904(N)    087 54 04.18429(W) AD(       ) 4
 PM0545  NAD 27      -  44 39 11.02600(N)    087 54 03.81300(W) AD(       ) 3
 PM0545
 PM0545.Superseded values are not recommended for survey control.
 PM0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0545.See file dsdata.txt to determine how the superseded data were derived.
 PM0545
 PM0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2854744806(NAD 83)
 PM0545_MARKER: 14 = NAVIGATION LIGHT
 PM0545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0545+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2004
 PM0545
 PM0545  HISTORY     - Date     Condition        Report By
 PM0545  HISTORY     - 1953     FIRST OBSERVED   CGS
 PM0545  HISTORY     - 1979     GOOD             NGS
 PM0545  HISTORY     - 20021101 GOOD             USPSQD
 PM0545  HISTORY     - 20040404 GOOD             USPSQD
 PM0545
 PM0545                          STATION DESCRIPTION
 PM0545
 PM0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0545'THE STATION IS ABOUT 6 MILES NORTHEAST OF LONG TAIL POINT AND ABOUT 5
 PM0545'MILES NORTH OF SABLE POINT.  IT IS THE FIRST LIGHT AT THE NORTHEAST
 PM0545'END OF THE GREEN BAY HARBOR CHANNEL, AND ON THE WEST SIDE OF THE
 PM0545'ENTRANCE TO THE CHANNEL.  THE STATION IS THE CENTER OF THE TOP OF
 PM0545'THE LIGHT ATOP A CREAM-COLOR CONICAL TOWER ON A CYLINDRICAL BASE.
 PM0545'IT IS 72 FEET ABOVE LOW WATER.
 PM0545
 PM0545                          STATION RECOVERY (1979)
 PM0545
 PM0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHD)
 PM0545'STATION RECOVERED AS DESCRIBED.
 PM0545
 PM0545                          STATION RECOVERY (2002)
 PM0545
 PM0545'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0545'GREEN BAY HARBOR ENTRANCE LIGHT IS CURRENTLY PAINTED WHITE.
 PM0545
 PM0545                          STATION RECOVERY (2004)
 PM0545
 PM0545'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWS)
 PM0545'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0539 ***********************************************************************
 PM0539  DESIGNATION -  GREEN BAY IND PACKING CO STK
 PM0539  PID         -  PM0539
 PM0539  STATE/COUNTY-  WI/BROWN
 PM0539  USGS QUAD   -  GREEN BAY EAST (1992)
 PM0539
 PM0539                         *CURRENT SURVEY CONTROL
 PM0539  ___________________________________________________________________
 PM0539* NAD 83(1991)-  44 30 23.15489(N)    087 58 46.73911(W)     ADJUSTED  
 PM0539* NAVD 88     -                                                        
 PM0539  ___________________________________________________________________
 PM0539  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 PM0539  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PM0539
 PM0539  HORZ ORDER  -  THIRD
 PM0539
 PM0539.The horizontal coordinates were established by classical geodetic methods
 PM0539.and adjusted by the National Geodetic Survey in November 1991..
 PM0539
 PM0539
 PM0539.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0539
 PM0539.The geoid height was determined by GEOID03.
 PM0539
 PM0539;                    North         East     Units Scale Factor Converg.
 PM0539;SPC WI C     -    76,791.773   760,637.130   MT  0.99996141   +1 25 31.8
 PM0539;SPC WI C     -   251,941.01  2,495,523.65   sFT  0.99996141   +1 25 31.8
 PM0539;UTM  16      - 4,928,590.312   422,128.540   MT  0.99967457   -0 41 12.3
 PM0539
 PM0539                          SUPERSEDED SURVEY CONTROL
 PM0539
 PM0539  NAD 83(1986)-  44 30 23.14626(N)    087 58 46.72689(W) AD(       ) 4
 PM0539  NAD 27      -  44 30 23.17000(N)    087 58 46.36000(W) AD(       ) 3
 PM0539
 PM0539.Superseded values are not recommended for survey control.
 PM0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0539.See file dsdata.txt to determine how the superseded data were derived.
 PM0539
 PM0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2212928590(NAD 83)
 PM0539_MARKER: 63 = STACK
 PM0539
 PM0539  HISTORY     - Date     Condition        Report By
 PM0539  HISTORY     - 1921     FIRST OBSERVED   CGS
 PM0539  HISTORY     - 20030607 MARK NOT FOUND   USPSQD
 PM0539
 PM0539                          STATION DESCRIPTION
 PM0539
 PM0539'DESCRIBED BY US POWER SQUADRON 2003 (DRB)
 PM0539'NOT FOUND.  THE AREA IS AN INDUSTRIAL AREA, BUT NO STACKS WERE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0865 ***********************************************************************
 PN0865  DESIGNATION -  GREEN BAY N MUNICIPAL TANK
 PN0865  PID         -  PN0865
 PN0865  STATE/COUNTY-  WI/BROWN
 PN0865  USGS QUAD   -  GREEN BAY WEST (1992)
 PN0865
 PN0865                         *CURRENT SURVEY CONTROL
 PN0865  ___________________________________________________________________
 PN0865* NAD 83(1991)-  44 31 36.79466(N)    088 00 51.61029(W)     ADJUSTED  
 PN0865* NAVD 88     -                                                        
 PN0865  ___________________________________________________________________
 PN0865  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 PN0865  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 PN0865
 PN0865  HORZ ORDER  -  THIRD
 PN0865
 PN0865.The horizontal coordinates were established by classical geodetic methods
 PN0865.and adjusted by the National Geodetic Survey in November 1991..
 PN0865
 PN0865
 PN0865.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0865
 PN0865.The geoid height was determined by GEOID03.
 PN0865
 PN0865;                    North         East     Units Scale Factor Converg.
 PN0865;SPC WI C     -    78,996.038   757,824.207   MT  0.99995918   +1 24 03.7
 PN0865;SPC WI C     -   259,172.83  2,486,294.92   sFT  0.99995918   +1 24 03.7
 PN0865;UTM  16      - 4,930,896.106   419,399.546   MT  0.99967989   -0 42 40.8
 PN0865
 PN0865                          SUPERSEDED SURVEY CONTROL
 PN0865
 PN0865  NAD 83(1986)-  44 31 36.78601(N)    088 00 51.59695(W) AD(       ) 4
 PN0865  NAD 27      -  44 31 36.81400(N)    088 00 51.21900(W) AD(       ) 3
 PN0865
 PN0865.Superseded values are not recommended for survey control.
 PN0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0865.See file dsdata.txt to determine how the superseded data were derived.
 PN0865
 PN0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1940030896(NAD 83)
 PN0865_MARKER: 51 = TANK
 PN0865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0865+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2005
 PN0865
 PN0865  HISTORY     - Date     Condition        Report By
 PN0865  HISTORY     - 1953     FIRST OBSERVED   CGS
 PN0865  HISTORY     - 1962     GOOD             CGS
 PN0865  HISTORY     - 1976     GOOD             NGS
 PN0865  HISTORY     - 1980     GOOD             NGS
 PN0865  HISTORY     - 20021116 GOOD             USPSQD
 PN0865  HISTORY     - 20040701 GOOD             USPSQD
 PN0865  HISTORY     - 20050701 GOOD             USPSQD
 PN0865
 PN0865                          STATION DESCRIPTION
 PN0865
 PN0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PN0865'STATION IS THE CENTER OF THE TOP OF THE NORTH MUNICIPAL WATER
 PN0865'TANK, LOCATED AT THE INTERSECTION OF NORTH BROADWAY AND AUGUSTA
 PN0865'STREET IN THE NORTH SECTION OF GREEN BAY.  IT IS A STEEL TANK,
 PN0865'SUPPORTED BY A TEN-LEGGED STEEL STRUCTURE, IS PAINTED SILVER AND
 PN0865'IS ABOUT 125 FEET IN HEIGHT OVER-ALL.
 PN0865
 PN0865                          STATION RECOVERY (1962)
 PN0865
 PN0865'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RCY)
 PN0865'STATION WAS RECOVERED AS DESCRIBED.
 PN0865
 PN0865                          STATION RECOVERY (1976)
 PN0865
 PN0865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JWB)
 PN0865'THE STATION WAS RECOVERED AS DESCRIBED
 PN0865'WITH THE EXCEPTION THAT THE TANK IS NOW PAINTED LIGHT BLUE.
 PN0865
 PN0865                          STATION RECOVERY (1980)
 PN0865
 PN0865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RM)
 PN0865'RECOVERED AS DESCRIBED AND PAINTED BLUE
 PN0865'AS NOTED BY J.W. BARTON IN 1976.
 PN0865
 PN0865                          STATION RECOVERY (2002)
 PN0865
 PN0865'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0865'RECOVERED IN GOOD CONDITION.  THE MUNICIPAL TANK IS PAINTED A LIGHT
 PN0865'GREEN.
 PN0865
 PN0865                          STATION RECOVERY (2004)
 PN0865
 PN0865'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWS)
 PN0865'RECOVERED IN GOOD CONDITION.
 PN0865
 PN0865                          STATION RECOVERY (2005)
 PN0865
 PN0865'RECOVERY NOTE BY US POWER SQUADRON 2005 (RWS)
 PN0865'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0503 ***********************************************************************
 PM0503  DESIGNATION -  GREEN BAY RADIO STA WDUZ MAST
 PM0503  PID         -  PM0503
 PM0503  STATE/COUNTY-  WI/BROWN
 PM0503  USGS QUAD   -  BELLEVUE (1992)
 PM0503
 PM0503                         *CURRENT SURVEY CONTROL
 PM0503  ___________________________________________________________________
 PM0503* NAD 83(1991)-  44 29 36.60000(N)    087 59 13.54648(W)     ADJUSTED  
 PM0503* NAVD 88     -                                                        
 PM0503  ___________________________________________________________________
 PM0503  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 PM0503  GEOID HEIGHT-         -36.18  (meters)                     GEOID03
 PM0503
 PM0503  HORZ ORDER  -  THIRD
 PM0503
 PM0503.The horizontal coordinates were established by classical geodetic methods
 PM0503.and adjusted by the National Geodetic Survey in November 1991..
 PM0503
 PM0503
 PM0503.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0503
 PM0503.The geoid height was determined by GEOID03.
 PM0503
 PM0503;                    North         East     Units Scale Factor Converg.
 PM0503;SPC WI C     -    75,340.545   760,080.801   MT  0.99996288   +1 25 12.9
 PM0503;SPC WI C     -   247,179.77  2,493,698.43   sFT  0.99996288   +1 25 12.9
 PM0503;UTM  16      - 4,927,160.985   421,519.276   MT  0.99967574   -0 41 30.6
 PM0503
 PM0503                          SUPERSEDED SURVEY CONTROL
 PM0503
 PM0503  NAD 83(1986)-  44 29 36.59127(N)    087 59 13.53322(W) AD(       ) 4
 PM0503  NAD 27      -  44 29 36.61600(N)    087 59 13.16900(W) AD(       ) 3
 PM0503
 PM0503.Superseded values are not recommended for survey control.
 PM0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0503.See file dsdata.txt to determine how the superseded data were derived.
 PM0503
 PM0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2151927161(NAD 83)
 PM0503_MARKER: 42 = RADIO/TV MAST
 PM0503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0503+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2004
 PM0503
 PM0503  HISTORY     - Date     Condition        Report By
 PM0503  HISTORY     - 1953     FIRST OBSERVED   CGS
 PM0503  HISTORY     - 20021116 GOOD             USPSQD
 PM0503  HISTORY     - 20040629 GOOD             USPSQD
 PM0503
 PM0503                          STATION DESCRIPTION
 PM0503
 PM0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0503'STATION IS THE RED LIGHT AT THE TOP OF THE MAST, LOCATED IN THE TOWN
 PM0503'OF PREBLE.  IT IS ABOUT 200 FEET SOUTHWEST OF THE INTERSECTION OF
 PM0503'CASS STREET AND VICTORIA STREET.  IT IS A STEEL, UNIFORM
 PM0503'CROSS-SECTIONED GUYED MAST, 180 FEET HIGH AND IS PAINTED IN
 PM0503'ALTERNATE COLORS OF RED AND WHITE.
 PM0503
 PM0503                          STATION RECOVERY (2002)
 PM0503
 PM0503'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0503'RECOVERED IN GOOD CONDITION.
 PM0503
 PM0503                          STATION RECOVERY (2004)
 PM0503
 PM0503'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWS)
 PM0503'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0502 ***********************************************************************
 PM0502  DESIGNATION -  GREEN BAY RADIO WJPG TALL MAST
 PM0502  PID         -  PM0502
 PM0502  STATE/COUNTY-  WI/BROWN
 PM0502  USGS QUAD   -  BELLEVUE (1992)
 PM0502
 PM0502                         *CURRENT SURVEY CONTROL
 PM0502  ___________________________________________________________________
 PM0502* NAD 83(1991)-  44 28 40.79408(N)    087 59 58.98045(W)     ADJUSTED  
 PM0502* NAVD 88     -                                                        
 PM0502  ___________________________________________________________________
 PM0502  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 PM0502  GEOID HEIGHT-         -36.18  (meters)                     GEOID03
 PM0502
 PM0502  HORZ ORDER  -  THIRD
 PM0502
 PM0502.The horizontal coordinates were established by classical geodetic methods
 PM0502.and adjusted by the National Geodetic Survey in November 1991..
 PM0502
 PM0502
 PM0502.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0502
 PM0502.The geoid height was determined by GEOID03.
 PM0502
 PM0502;                    North         East     Units Scale Factor Converg.
 PM0502;SPC WI C     -    73,593.759   759,119.752   MT  0.99996471   +1 24 40.9
 PM0502;SPC WI C     -   241,448.86  2,490,545.39   sFT  0.99996471   +1 24 40.9
 PM0502;UTM  16      - 4,925,451.293   420,494.802   MT  0.99967773   -0 42 01.7
 PM0502
 PM0502                          SUPERSEDED SURVEY CONTROL
 PM0502
 PM0502  NAD 83(1986)-  44 28 40.78556(N)    087 59 58.96794(W) AD(       ) 4
 PM0502  NAD 27      -  44 28 40.81100(N)    087 59 58.60300(W) AD(       ) 3
 PM0502
 PM0502.Superseded values are not recommended for survey control.
 PM0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0502.See file dsdata.txt to determine how the superseded data were derived.
 PM0502
 PM0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2049525451(NAD 83)
 PM0502_MARKER: 42 = RADIO/TV MAST
 PM0502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0502+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2004
 PM0502
 PM0502  HISTORY     - Date     Condition        Report By
 PM0502  HISTORY     - 1953     FIRST OBSERVED   CGS
 PM0502  HISTORY     - 20021116 GOOD             USPSQD
 PM0502  HISTORY     - 20040629 GOOD             USPSQD
 PM0502
 PM0502                          STATION DESCRIPTION
 PM0502
 PM0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0502'STATION IS THE FLASHING RED LIGHT ATOP THE TALLEST OF THREE RADIO
 PM0502'MASTS, LOCATED ABOUT 3-1/2 MILES SOUTHEAST OF THE CENTER OF GREEN
 PM0502'BAY, 1/2 MILE NORTH OF COUNTY HIGHWAY O AND 395 FEET WEST OF COUNTY
 PM0502'HIGHWAY XX.  THE TALL MAST IS 200 FEET DISTANT FROM THE TWO SMALLER
 PM0502'MASTS.  THE TALL TOWER IS A STEEL RADIO MAST, 260 FEET HIGH AND IS
 PM0502'PAINTED IN ALTERNATE RED AND WHITE SECTIONS.
 PM0502
 PM0502                          STATION RECOVERY (2002)
 PM0502
 PM0502'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0502'RECOVERED IN GOOD CONDITION.
 PM0502
 PM0502                          STATION RECOVERY (2004)
 PM0502
 PM0502'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWS)
 PM0502'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0860 ***********************************************************************
 PN0860  DESIGNATION -  GREEN BAY ST FRAN XAV N DOME
 PN0860  PID         -  PN0860
 PN0860  STATE/COUNTY-  WI/BROWN
 PN0860  USGS QUAD   -  GREEN BAY WEST (1992)
 PN0860
 PN0860                         *CURRENT SURVEY CONTROL
 PN0860  ___________________________________________________________________
 PN0860* NAD 83(1991)-  44 30 41.02876(N)    088 00 40.93123(W)     ADJUSTED  
 PN0860* NAVD 88     -                                                        
 PN0860  ___________________________________________________________________
 PN0860  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 PN0860  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 PN0860
 PN0860  HORZ ORDER  -  THIRD
 PN0860
 PN0860.The horizontal coordinates were established by classical geodetic methods
 PN0860.and adjusted by the National Geodetic Survey in November 1991..
 PN0860
 PN0860
 PN0860.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0860
 PN0860.The geoid height was determined by GEOID03.
 PN0860
 PN0860;                    North         East     Units Scale Factor Converg.
 PN0860;SPC WI C     -    77,281.048   758,102.084   MT  0.99996086   +1 24 11.3
 PN0860;SPC WI C     -   253,546.24  2,487,206.59   sFT  0.99996086   +1 24 11.3
 PN0860;UTM  16      - 4,929,172.523   419,613.963   MT  0.99967947   -0 42 32.6
 PN0860
 PN0860                          SUPERSEDED SURVEY CONTROL
 PN0860
 PN0860  NAD 83(1986)-  44 30 41.02019(N)    088 00 40.91762(W) AD(       ) 4
 PN0860  NAD 27      -  44 30 41.04600(N)    088 00 40.54900(W) AD(       ) 3
 PN0860
 PN0860.Superseded values are not recommended for survey control.
 PN0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0860.See file dsdata.txt to determine how the superseded data were derived.
 PN0860
 PN0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1961429173(NAD 83)
 PN0860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0860+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2005
 PN0860
 PN0860  HISTORY     - Date     Condition        Report By
 PN0860  HISTORY     - 1953     MONUMENTED       CGS
 PN0860  HISTORY     - 20021031 GOOD             USPSQD
 PN0860  HISTORY     - 20040103 GOOD             USPSQD
 PN0860  HISTORY     - 20050621 GOOD             USPSQD
 PN0860
 PN0860                          STATION DESCRIPTION
 PN0860
 PN0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PN0860'STATION ARE THE BASES OF THE INDIVIDUAL CROSSES AT THE APEX OF
 PN0860'EACH OF THE TWIN DOMES OF ST. FRANCIS XAVIER CATHEDRAL, LOCATED
 PN0860'AT THE NORTHWEST CORNER OF SOUTH MONROE AND DOTY STREETS IN THE
 PN0860'SOUTH CENTRAL SECTION OF GREEN BAY.  THE CATHEDRAL IS A RED BRICK
 PN0860'STRUCTURE, WITH SQUARE RED BRICK OPEN SIDED TOWERS ON THE NORTH
 PN0860'AND SOUTH SIDES.  THERE IS A GREEN STRIPED, GRAY DOME ATOP EACH
 PN0860'OF THE TOWERS WITH A GOLD CROSS ATOP.  THE HEIGHT OF THE
 PN0860'CROSSES ABOVE GROUND LEVEL ARE ABOUT 80 FEET.
 PN0860
 PN0860                          STATION RECOVERY (2002)
 PN0860
 PN0860'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0860'RECOVERED IN GOOD CONDITION.
 PN0860
 PN0860                          STATION RECOVERY (2004)
 PN0860
 PN0860'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWS)
 PN0860'RECOVERED IN GOOD CONDITION.
 PN0860
 PN0860                          STATION RECOVERY (2005)
 PN0860
 PN0860'RECOVERY NOTE BY US POWER SQUADRON 2005 (RWS)
 PN0860'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0862 ***********************************************************************
 PN0862  DESIGNATION -  GREEN BAY ST FRAN XAV S DOME
 PN0862  PID         -  PN0862
 PN0862  STATE/COUNTY-  WI/BROWN
 PN0862  USGS QUAD   -  GREEN BAY WEST (1992)
 PN0862
 PN0862                         *CURRENT SURVEY CONTROL
 PN0862  ___________________________________________________________________
 PN0862* NAD 83(1991)-  44 30 40.60588(N)    088 00 41.23191(W)     ADJUSTED  
 PN0862* NAVD 88     -                                                        
 PN0862  ___________________________________________________________________
 PN0862  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 PN0862  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 PN0862
 PN0862  HORZ ORDER  -  THIRD
 PN0862
 PN0862.The horizontal coordinates were established by classical geodetic methods
 PN0862.and adjusted by the National Geodetic Survey in November 1991..
 PN0862
 PN0862
 PN0862.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0862
 PN0862.The geoid height was determined by GEOID03.
 PN0862
 PN0862;                    North         East     Units Scale Factor Converg.
 PN0862;SPC WI C     -    77,267.837   758,095.764   MT  0.99996087   +1 24 11.1
 PN0862;SPC WI C     -   253,502.90  2,487,185.85   sFT  0.99996087   +1 24 11.1
 PN0862;UTM  16      - 4,929,159.558   419,607.163   MT  0.99967948   -0 42 32.8
 PN0862
 PN0862                          SUPERSEDED SURVEY CONTROL
 PN0862
 PN0862  NAD 83(1986)-  44 30 40.59741(N)    088 00 41.21840(W) AD(       ) 4
 PN0862  NAD 27      -  44 30 40.62300(N)    088 00 40.84900(W) AD(       ) 3
 PN0862
 PN0862.Superseded values are not recommended for survey control.
 PN0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0862.See file dsdata.txt to determine how the superseded data were derived.
 PN0862
 PN0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1960729160(NAD 83)
 PN0862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0862+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2005
 PN0862
 PN0862  HISTORY     - Date     Condition        Report By
 PN0862  HISTORY     - 1953     MONUMENTED       CGS
 PN0862  HISTORY     - 20021031 GOOD             USPSQD
 PN0862  HISTORY     - 20040103 GOOD             USPSQD
 PN0862  HISTORY     - 20050621 GOOD             USPSQD
 PN0862
 PN0862                          STATION DESCRIPTION
 PN0862
 PN0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 PN0862'STATION ARE THE BASES OF THE INDIVIDUAL CROSSES AT THE APEX
 PN0862'OF EACH OF THE TWIN DOMES OF ST. FRANCIS XAVIER CATHEDRAL,
 PN0862'LOCATED AT THE NORTHWEST CORNER OF SOUTH MONROE AND DOTY STREETS
 PN0862'IN THE SOUTH CENTRAL SECTION OF GREEN BAY.  THE CATHEDRAL
 PN0862'IS A RED BRICK STRUCTURE, WITH SQUARE RED BRICK OPEN SIDED TOWERS
 PN0862'ON THE NORTH AND SOUTH SIDES.  THERE IS A GREEN STRIPED, GRAY
 PN0862'DOME ATOP EACH OF THE TOWERS WITH A GOLD CROSS ATOP.  THE
 PN0862'HEIGHT OF THE CROSSES ABOVE GROUND LEVEL ARE ABOUT 80 FEET.
 PN0862
 PN0862                          STATION RECOVERY (2002)
 PN0862
 PN0862'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0862'RECOVERED IN GOOD CONDITION.
 PN0862
 PN0862                          STATION RECOVERY (2004)
 PN0862
 PN0862'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWS)
 PN0862'RECOVERED IN GOOD CONDITION.
 PN0862
 PN0862                          STATION RECOVERY (2005)
 PN0862
 PN0862'RECOVERY NOTE BY US POWER SQUADRON 2005 (RWS)
 PN0862'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0897 ***********************************************************************
 PN0897  DESIGNATION -  GREEN BAY TV STA WBAY MAST
 PN0897  PID         -  PN0897
 PN0897  STATE/COUNTY-  WI/BROWN
 PN0897  USGS QUAD   -  DE PERE (1992)
 PN0897
 PN0897                         *CURRENT SURVEY CONTROL
 PN0897  ___________________________________________________________________
 PN0897* NAD 83(1991)-  44 24 34.99430(N)    088 00 05.24337(W)     ADJUSTED  
 PN0897* NAVD 88     -                                                        
 PN0897  ___________________________________________________________________
 PN0897  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 PN0897  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 PN0897
 PN0897  HORZ ORDER  -  THIRD
 PN0897
 PN0897.The horizontal coordinates were established by classical geodetic methods
 PN0897.and adjusted by the National Geodetic Survey in November 1991..
 PN0897
 PN0897
 PN0897.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0897
 PN0897.The geoid height was determined by GEOID03.
 PN0897
 PN0897;                    North         East     Units Scale Factor Converg.
 PN0897;SPC WI C     -    66,005.802   759,168.093   MT  0.99997364   +1 24 36.5
 PN0897;SPC WI C     -   216,554.04  2,490,703.99   sFT  0.99997364   +1 24 36.5
 PN0897;SPC WI S     -   269,622.920   759,187.093   MT  1.00008779   +1 22 23.5
 PN0897;SPC WI S     -   884,587.86  2,490,766.32   sFT  1.00008779   +1 22 23.5
 PN0897;UTM  16      - 4,917,868.914   420,263.618   MT  0.99967819   -0 42 03.0
 PN0897
 PN0897                          SUPERSEDED SURVEY CONTROL
 PN0897
 PN0897  NAD 83(1986)-  44 24 34.98634(N)    088 00 05.23170(W) AD(       ) 4
 PN0897  NAD 27      -  44 24 35.01400(N)    088 00 04.87100(W) AD(       ) 3
 PN0897
 PN0897.Superseded values are not recommended for survey control.
 PN0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0897.See file dsdata.txt to determine how the superseded data were derived.
 PN0897
 PN0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2026417869(NAD 83)
 PN0897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0897+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2005
 PN0897
 PN0897  HISTORY     - Date     Condition        Report By
 PN0897  HISTORY     - 1953     MONUMENTED       CGS
 PN0897  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PN0897  HISTORY     - 1962     SEE DESCRIPTION  CGS
 PN0897  HISTORY     - 1966     SEE DESCRIPTION  CGS
 PN0897  HISTORY     - 1976     GOOD             NGS
 PN0897  HISTORY     - 1979     GOOD             NGS
 PN0897  HISTORY     - 20021116 GOOD             USPSQD
 PN0897  HISTORY     - 20040308 GOOD             USPSQD
 PN0897  HISTORY     - 20050621 GOOD             USPSQD
 PN0897
 PN0897                          STATION DESCRIPTION
 PN0897
 PN0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PN0897'STATION IS THE CENTER OF THE TOP OF THE MAST OF TV STATION
 PN0897'WBAY-TV, LOCATED ABOUT 9 MILES SOUTHEAST OF GREEN BAY AND ABOUT
 PN0897'5 MILES EAST OF DE PERE.  THE MAST IS A THREE-LEGGED STEEL
 PN0897'STRUCTURE ABOUT 350 FEET HIGH AND IS PAINTED IN ALTERNATE
 PN0897'SECTIONS OF RED AND WHITE.
 PN0897'
 PN0897'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 PN0897'57 AND 32 IN DE PERE, GO EAST AND SOUTH ON HIGHWAY 32 FOR 0.6
 PN0897'MILE TO THE JUNCTION OF COUNTY HIGHWAY X.  TURN LEFT ON HIGHWAY
 PN0897'X AND GO EAST AND SOUTHEAST FOR 4.5 MILES TO A GRAVEL DRIVE LEFT.
 PN0897'TURN LEFT ON DRIVE AND GO ABOUT 0.1 MILE TO THE MAST.
 PN0897'
 PN0897'(NOTE) A NEW MAST IS NOW BEING CONSTRUCTED NEAR THIS MAST.  THE
 PN0897'HEIGHT OF IT WILL BE ABOUT 750 FEET.
 PN0897
 PN0897                          STATION RECOVERY (1956)
 PN0897
 PN0897'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 PN0897'THIS MAST HAS BEEN TORN DOWN AND REPLACED BY A NEW AND LARGER
 PN0897'MAST.  THE OLD POSITION SHOULD BE CONSIDERED LOST.
 PN0897
 PN0897                          STATION RECOVERY (1962)
 PN0897
 PN0897'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 PN0897'THIS STATION WAS RECOVERED AS DESCRIBED IN 1953 BY E.L.J. AND
 PN0897'FOUND IN GOOD CONDITION.  THERE IS A NEW WBAY-TV, MAST NEARBY
 PN0897'WHICH IS 1149 FEET HIGH AND IS PAINTED IN ALTERNATE COLORS OF
 PN0897'BLACK AND WHITE.  AN ANGLE WAS MEASURED TO THIS TOWER FROM
 PN0897'TRIANGULATION STATION LAWRENCE 2 1962.
 PN0897
 PN0897                          STATION RECOVERY (1966)
 PN0897
 PN0897'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (BMR)
 PN0897'THIS STATION WAS RECOVERED AS DESCRIBED IN 1953 AND 1962,
 PN0897'HOWEVER THIS MAST IS THE SMALLER OF TWO MASTS.
 PN0897'
 PN0897'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--DE PERE WIS
 PN0897'5 MI EAST
 PN0897
 PN0897                          STATION RECOVERY (1976)
 PN0897
 PN0897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JWB)
 PN0897'THE STATION WAS RECOVERED AS DESCRIBED.  THE STATION IS NEXT TO THE
 PN0897'NEW WBAY TV MAST WHICH IS 1149 FEET ABOVE GROUND.  THERE ARE ALSO
 PN0897'TWO OTHER TV MASTS IN THE IMMEDIATE AREA APPROXIMATELY 1100 FEET
 PN0897'ABOVE GROUND, ONE TO THE SOUTHWEST AND AN OTHER NORTHEAST OF THE
 PN0897'STATION.
 PN0897'
 PN0897'STATION DESCRIBED IN QUAD 440882, STA 1045.
 PN0897'
 PN0897'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILE EAST OF
 PN0897'DE PERE.
 PN0897
 PN0897                          STATION RECOVERY (1979)
 PN0897
 PN0897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHD)
 PN0897'MAST WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1953 AND 1962,
 PN0897'QUAD 440882, STATION 1045.
 PN0897'
 PN0897'ANTENNA TRANSMITTER SITE WAS VISITED AND ENGINEER AT STATION
 PN0897'INDICATED 350 FT. ANTENNA MAST PRESENTLY AT LOCATION WAS ERECTED IN
 PN0897'1949.  ENGINEER ALSO INDICATED THAT THE 750 FOOT MAST UNDER
 PN0897'CONSTRUCTION NOTED IN 1953 DESCRIPTION WAS TORN DOWN IN LATE 1955
 PN0897'AS PER THE 1956 RECOVERY NOTE, NOT THE ORIGINAL MAST.
 PN0897
 PN0897                          STATION RECOVERY (2002)
 PN0897
 PN0897'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0897'RECOVERED IN GOOD CONDITION.  IT IS LOCATED AT THE INTERSECTION OF
 PN0897'COUNTY HIGHWAY X AND TOWER ROAD.  THERE ARE NOW 6 TOWERS IN THE AREA.
 PN0897
 PN0897                          STATION RECOVERY (2004)
 PN0897
 PN0897'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN0897'RECOVERED IN GOOD CONDITION.
 PN0897
 PN0897                          STATION RECOVERY (2005)
 PN0897
 PN0897'RECOVERY NOTE BY US POWER SQUADRON 2005 (RWS)
 PN0897'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0083 ***********************************************************************
 PN0083  DESIGNATION -  GREEN BAY WEST BASE
 PN0083  PID         -  PN0083
 PN0083  STATE/COUNTY-  WI/BROWN
 PN0083  USGS QUAD   -  GREEN BAY WEST (1992)
 PN0083
 PN0083                         *CURRENT SURVEY CONTROL
 PN0083  ___________________________________________________________________
 PN0083* NAD 83(1991)-  44 33 33.18890(N)    088 03 23.73150(W)     ADJUSTED  
 PN0083* NAVD 88     -       178.085  (meters)     584.27   (feet)  ADJUSTED  
 PN0083  ___________________________________________________________________
 PN0083  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 PN0083  GEOID HEIGHT-         -36.21  (meters)                     GEOID03
 PN0083  DYNAMIC HT  -         178.064 (meters)     584.20  (feet)  COMP
 PN0083  MODELED GRAV-     980,494.4   (mgal)                       NAVD 88
 PN0083
 PN0083  HORZ ORDER  -  FIRST
 PN0083  VERT ORDER  -  FIRST     CLASS II
 PN0083
 PN0083.The horizontal coordinates were established by classical geodetic methods
 PN0083.and adjusted by the National Geodetic Survey in November 1991..
 PN0083
 PN0083.The orthometric height was determined by differential leveling
 PN0083.and adjusted by the National Geodetic Survey in June 1991..
 PN0083
 PN0083.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0083
 PN0083.The geoid height was determined by GEOID03.
 PN0083
 PN0083.The dynamic height is computed by dividing the NAVD 88
 PN0083.geopotential number by the normal gravity value computed on the
 PN0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0083.degrees latitude (g = 980.6199 gals.).
 PN0083
 PN0083.The modeled gravity was interpolated from observed gravity values.
 PN0083
 PN0083;                    North         East     Units Scale Factor Converg.
 PN0083;SPC WI C     -    82,506.398   754,380.307   MT  0.99995592   +1 22 16.4
 PN0083;SPC WI C     -   270,689.74  2,474,996.06   sFT  0.99995592   +1 22 16.4
 PN0083;UTM  16      - 4,934,530.032   416,088.293   MT  0.99968659   -0 44 29.0
 PN0083
 PN0083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0083!SPC WI C     -   0.99997775  x   0.99995592  =   0.99993368
 PN0083!UTM  16      -   0.99997775  x   0.99968659  =   0.99966435
 PN0083
 PN0083:                Primary Azimuth Mark                     Grid Az
 PN0083:SPC WI C     -  GREEN BAY HARBOR ENTRANCE LT             048 22 15.5
 PN0083:UTM  16      -  GREEN BAY HARBOR ENTRANCE LT             050 29 00.9
 PN0083
 PN0083|---------------------------------------------------------------------|
 PN0083| PID    Reference Object                     Distance      Geod. Az  |
 PN0083|                                                           dddmmss.s |
 PN0083| PM0545 GREEN BAY HARBOR ENTRANCE LT        APPROX.16.2 KM 0494431.9 |
 PN0083| PM0543 GREEN BAY GRASSY IS S LH            APPROX. 4.9 KM 0905403.6 |
 PN0083| CJ5029 GREEN BAY WEST BASE RM               58.800 METERS 12728     |
 PN0083| PM0540 PREBLE MUNICIPAL TANK               APPROX. 8.1 KM 1281721.3 |
 PN0083| PN0095 GREEN BAY WEST BASE 2                51.362 METERS 13039     |
 PN0083| PN0874 GREEN BAY C NW RR RDHSE STK         APPROX. 4.3 KM 1323116.7 |
 PN0083| PN0865 GREEN BAY N MUNICIPAL TANK          APPROX. 4.9 KM 1365507.9 |
 PN0083| PN0872 GREEN BAY CONC GRAIN ELEV FLAG      APPROX. 5.3 KM 1580502.6 |
 PN0083| CJ5028 GREEN BAY WEST BASE AZ MK                          2104239.5 |
 PN0083| CJ5030 GREEN BAY WEST BASE RM 2             21.624 METERS 23352     |
 PN0083| CJ5942 KROK PP                                            29357     |
 PN0083| PN0093 C 6                                   7.836 METERS 33609     |
 PN0083|---------------------------------------------------------------------|
 PN0083
 PN0083                          SUPERSEDED SURVEY CONTROL
 PN0083
 PN0083  NAD 83(1986)-  44 33 33.18105(N)    088 03 23.71907(W) AD(       ) 1
 PN0083  NAD 27      -  44 33 33.20500(N)    088 03 23.32900(W) AD(       ) 1
 PN0083  NGVD 29 (??/??/92)  178.126  (m)          584.40   (f) ADJ UNCH    1 2
 PN0083
 PN0083.Superseded values are not recommended for survey control.
 PN0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0083.See file dsdata.txt to determine how the superseded data were derived.
 PN0083
 PN0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1608834530(NAD 83)
 PN0083_MARKER: DS = TRIANGULATION STATION DISK
 PN0083_SETTING: 0 = UNSPECIFIED SETTING
 PN0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PN0083
 PN0083  HISTORY     - Date     Condition        Report By
 PN0083  HISTORY     - 1921     MONUMENTED       CGS
 PN0083  HISTORY     - 1922     GOOD             NGS
 PN0083  HISTORY     - 1926     SEE DESCRIPTION  CGS
 PN0083  HISTORY     - 1953     SEE DESCRIPTION  CGS
 PN0083  HISTORY     - 1964     SEE DESCRIPTION  CGS
 PN0083  HISTORY     - 1964     GOOD             NGS
 PN0083  HISTORY     - 20031211 MARK NOT FOUND   USPSQD
 PN0083
 PN0083                          STATION DESCRIPTION
 PN0083
 PN0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 PN0083'STATION IS ABOUT 3/4 MILE SE OF DUCK CREEK RAILWAY STATION
 PN0083'ON THE N SIDE OF THE NORTHWESTERN RAILROAD, 30 METERS E OF
 PN0083'FIRST ROAD CROSSING E OF DUCK CREEK, 15 METERS DUE E OF CATTLE
 PN0083'GUARD AND ABOUT 30 METERS S OF HOUSE OF MR. F.A. BARLAMENT.
 PN0083'IT IS ALSO 5.78 METERS, 18.95 FEET N OF NEAREST RAIL OF RAILROAD.
 PN0083'
 PN0083'THE STATION MARK IS A STANDARD BRONZE DISK SET IN A 3-FOOT
 PN0083'SQUARE BLOCK OF CONCRETE SET 4 FEET DEEP.
 PN0083'
 PN0083'THERE IS NO UNDERGROUND MARK.
 PN0083'
 PN0083'REFERENCE MARK IS A STANDARD BROZNE DISK SET IN CONCRETE,
 PN0083'AS DESCRIBED IN NOTE 11A.
 PN0083
 PN0083                          STATION RECOVERY (1922)
 PN0083
 PN0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 PN0083'0.8 MI SE FROM DUCK CREEK.
 PN0083'ABOUT 7/8 MILE SOUTHEAST OF DUCK CREEK RY. STATION, ON THE
 PN0083'NORTH SIDE OF THE C AND NW RAILROAD, 30 METERS EAST OF FIRST
 PN0083'ROAD CROSSING EAST OF DUCK CREEK, 15 METERS DUE EAST OF CATTLE
 PN0083'GUARD AND ABOUT 30 METERS SOUTH OF HOUSE OF MR. F.A. BARLAMENT,
 PN0083'ALSO 5.78 METERS, (18.95 FEET) NORTH OF NEAREST RAIL OF RAILROAD.
 PN0083
 PN0083                          STATION RECOVERY (1926)
 PN0083
 PN0083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PN0083'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  HAVE
 PN0083'DESCRIPTION AS BENCH MARK ONLY.
 PN0083
 PN0083                          STATION RECOVERY (1953)
 PN0083
 PN0083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PN0083'STATION WAS RECOVERED AS DESCRIBED.  THE STATION MARK WAS
 PN0083'FOUND IN GOOD CONDITION.  THE REFERENCE MARK WAS NOT RECOVERED
 PN0083'AND SHOULD BE CONSIDERED LOST.  A NEW AZIMUTH MARK AND ONE
 PN0083'NEW REFERENCE MARK WERE ESTABLISHED BY THIS PARTY.  BENCH
 PN0083'MARK C 6 WAS USED AS A REFERENCE MARK.  A NEW DESCRIPTION
 PN0083'FOLLOWS--
 PN0083'
 PN0083'STATION IS LOCATED IN THE SOUTHEAST ANGLE OF THE INTERSECTION
 PN0083'OF THE CHICAGO AND NORTHWESTERN RAILROAD TRACKS AND HUNTERS
 PN0083'CT. ROAD ABOUT 3 MILES NORTHWEST OF GREEN BAY.  IT IS 67 FEET
 PN0083'SOUTHEAST OF THE CENTER OF THE ROAD, 62 FEET SOUTHEAST OF
 PN0083'THE INTERSECTION OF THE ROAD AND THE RAILROAD TRACKS AND 19
 PN0083'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE RAILROAD TRACKS.
 PN0083'THE MARK IS FLUSH AND THE DISK IS STAMPED GREEN BAY WEST
 PN0083'BASE 1921.  (NOTE 1A)
 PN0083'
 PN0083'REFERENCE MARK NO. 2 IS 45 FEET SOUTHEAST OF THE SOUTHEAST
 PN0083'RAIL OF THE RAILROAD TRACKS, 28 FEET SOUTHEAST OF THE CENTER
 PN0083'OF THE ROAD AND 4 FEET EAST OF A FENCE CORNER.  THE MARK PROJECTS
 PN0083'ABOUT 4 INCHES AND THE DISK IS STAMPED GREEN BAY WEST BASE
 PN0083'1921.  (NOTE 11A)
 PN0083'
 PN0083'BENCH MARK C 6 IS 40 FEET SOUTHEAST OF THE CENTER OF THE ROAD
 PN0083'AND 27 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE RAILROAD
 PN0083'TRACKS.  THE MARK IS 12 X 12 INCH CONCRETE POST WHICH IS
 PN0083'FLUSH WITH THE GROUND AND THE DISK IS A STANDARD U.S. COAST
 PN0083'AND GEODETIC SURVEY BENCH MARK DISK STAMPED C 6 1930 584.405
 PN0083'(ELEVATION ABOVE SEA LEVEL).
 PN0083'
 PN0083'AZIMUTH MARK IS 39 FEET NORTHEAST OF THE CENTER OF VELP
 PN0083'AVENUE (U.S. HIGHWAY NOS. 41 AND 141), 18 FEET NORTHWEST OF THE
 PN0083'CENTER OF HUNTERS CT. AND 2 FEET EAST OF A WHITE WITNESS POST.
 PN0083'THE MARK IS FLUSH AND THE DISK IS STAMPED GREEN BAY WEST BASE
 PN0083'1953.  (NOTE 16A)
 PN0083'
 PN0083'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NOS.
 PN0083'41 ND 141 AND STATE HIGHWAY 29, AT THE INTERSECTION OF BROADWAY
 PN0083'AND MAIN STREET, IN GREEN BAY, GO NORTH AND NORTHWEST ON HIGHWAY
 PN0083'NOS. 41 AND 141 FOR 3.4 MILES TO THE INTERSECTION OF HUNTERS
 PN0083'CT. AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  TURN
 PN0083'RIGHT AND GO NORTHEAST ON HUNTERS CT. FOR 0.2 MILE TO THE
 PN0083'RAILROAD CROSSING AND THE STATION ON THE RIGHT AS DESCRIBED.
 PN0083'
 PN0083'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 PN0083
 PN0083                          STATION RECOVERY (1964)
 PN0083
 PN0083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 PN0083'THE STATION, AZIMUTH MARK, R.M. NO. 2 AND BENCH MARK C 6
 PN0083'WERE RECOVERED AND FOUND IN GOOD CONDITION.  AN OVERPASS
 PN0083'WAS TO BE BUILT OVER THE RAILROAD AT THE SITE OF THE STATION
 PN0083'AND ALL MARKS, EXCEPT THE AZIMUTH MARK, WERE IN THE WAY OF
 PN0083'FUTURE CONSTRUCTION.  A NEW STATION WAS ESTABLISHED IN THE
 PN0083'IMMEDIATE VICINITY.  FOR DETAILS SEE DESCRIPTION FOR GREEN
 PN0083'BAY WEST BASE 2.  AT THE TIME THE NEW STATION WAS ESTABLISHED
 PN0083'THE ORIGINAL STATION MARK WAS LEFT IN PLACE AT THE REQUEST OF
 PN0083'THE STATE HIGHWAY DEPARTMENT.  THEY HAS TIED THEIR SURVEYS TO
 PN0083'THIS MARK AND AGREED TO REMOVE THE DISK AFTER THEY COMPLETED
 PN0083'THE SURVEY.  THE ELEVATION OF THE TRIANGULATION STATION
 PN0083'AND BENCH MARK C 6 FAILED TO CHECK BY 0.269 FOOT.
 PN0083
 PN0083                          STATION RECOVERY (1964)
 PN0083
 PN0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 PN0083'RECOVERED IN GOOD CONDITION.
 PN0083
 PN0083                          STATION RECOVERY (2003)
 PN0083
 PN0083'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0095 ***********************************************************************
 PN0095  DESIGNATION -  GREEN BAY WEST BASE 2
 PN0095  PID         -  PN0095
 PN0095  STATE/COUNTY-  WI/BROWN
 PN0095  USGS QUAD   -  GREEN BAY WEST (1992)
 PN0095
 PN0095                         *CURRENT SURVEY CONTROL
 PN0095  ___________________________________________________________________
 PN0095* NAD 83(1991)-  44 33 32.10498(N)    088 03 21.96570(W)     ADJUSTED  
 PN0095* NAVD 88     -       178.123  (meters)     584.39   (feet)  ADJUSTED  
 PN0095  ___________________________________________________________________
 PN0095  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 PN0095  GEOID HEIGHT-         -36.21  (meters)                     GEOID03
 PN0095  DYNAMIC HT  -         178.102 (meters)     584.32  (feet)  COMP
 PN0095  MODELED GRAV-     980,494.4   (mgal)                       NAVD 88
 PN0095
 PN0095  HORZ ORDER  -  SECOND
 PN0095  VERT ORDER  -  FIRST     CLASS 0
 PN0095
 PN0095.The horizontal coordinates were established by classical geodetic methods
 PN0095.and adjusted by the National Geodetic Survey in November 1991..
 PN0095.No horizontal observational check was made to the station.
 PN0095
 PN0095.The orthometric height was determined by differential leveling
 PN0095.and adjusted by the National Geodetic Survey in June 1991..
 PN0095.WARNING-Repeat measurements at this control monument indicate possible
 PN0095.vertical movement.
 PN0095
 PN0095.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0095
 PN0095.The geoid height was determined by GEOID03.
 PN0095
 PN0095.The dynamic height is computed by dividing the NAVD 88
 PN0095.geopotential number by the normal gravity value computed on the
 PN0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0095.degrees latitude (g = 980.6199 gals.).
 PN0095
 PN0095.The modeled gravity was interpolated from observed gravity values.
 PN0095
 PN0095;                    North         East     Units Scale Factor Converg.
 PN0095;SPC WI C     -    82,473.884   754,420.065   MT  0.99995595   +1 22 17.6
 PN0095;SPC WI C     -   270,583.07  2,475,126.50   sFT  0.99995595   +1 22 17.6
 PN0095;UTM  16      - 4,934,496.083   416,126.815   MT  0.99968651   -0 44 27.8
 PN0095
 PN0095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0095!SPC WI C     -   0.99997775  x   0.99995595  =   0.99993370
 PN0095!UTM  16      -   0.99997775  x   0.99968651  =   0.99966427
 PN0095
 PN0095|---------------------------------------------------------------------|
 PN0095| PID    Reference Object                     Distance      Geod. Az  |
 PN0095|                                                           dddmmss.s |
 PN0095| CJ5031 GREEN BAY WEST BASE 2 RM 3           67.641 METERS 04554     |
 PN0095| PN0094 C 6 RESET                            33.650 METERS 13359     |
 PN0095| CJ5028 GREEN BAY WEST BASE AZ MK                          2191805.2 |
 PN0095| PN0083 GREEN BAY WEST BASE                  51.362 METERS 31039     |
 PN0095|---------------------------------------------------------------------|
 PN0095
 PN0095                          SUPERSEDED SURVEY CONTROL
 PN0095
 PN0095  NAD 83(1986)-  44 33 32.09714(N)    088 03 21.95328(W) AD(       ) 2
 PN0095  NAD 27      -  44 33 32.12100(N)    088 03 21.56300(W) AD(       ) 2
 PN0095
 PN0095.Superseded values are not recommended for survey control.
 PN0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0095.See file dsdata.txt to determine how the superseded data were derived.
 PN0095
 PN0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1612734496(NAD 83)
 PN0095_MARKER: DS = TRIANGULATION STATION DISK
 PN0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0095_SP_SET: CONCRETE POST
 PN0095_STAMPING: GREEN BAY WEST BASE 2 1964
 PN0095_MARK LOGO: CGS   
 PN0095_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0095+STABILITY: SURFACE MOTION
 PN0095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0095+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 PN0095
 PN0095  HISTORY     - Date     Condition        Report By
 PN0095  HISTORY     - 1964     MONUMENTED       CGS
 PN0095  HISTORY     - 1972     SEE DESCRIPTION  NGS
 PN0095  HISTORY     - 1972     GOOD             NGS
 PN0095  HISTORY     - 1976     GOOD             ALSTER
 PN0095  HISTORY     - 1985     GOOD             NGS
 PN0095  HISTORY     - 19940504 GOOD             WI-009
 PN0095  HISTORY     - 20040330 GOOD             USPSQD
 PN0095  HISTORY     - 20050810 GOOD             WIDT
 PN0095
 PN0095                          STATION DESCRIPTION
 PN0095
 PN0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (WGT)
 PN0095'THE STATION IS ABOUT 3 MILES NORTHWEST OF THE CENTER OF GREEN
 PN0095'BAY, ON THE RIGHT-OF-WAY OF THE CHICAGO AND NORTHWESTERN
 PN0095'RAILWAY AND TO THE SOUTHEAST OF AN OVERPASS ON HUNTER COURT
 PN0095'ROAD.
 PN0095'
 PN0095'THE STATION MARK IS NEAR THE SOUTHEAST RIGHT-OF-WAY OF ROAD,
 PN0095'35 FEET NORTHEAST OF NORTHEAST RAIL OF RAILROAD, 13 FEET SOUTHWEST
 PN0095'OF RAILROAD RIGHT-OF-WAY FENCE AND 2.5 FEET SOUTHWEST OF A
 PN0095'METAL WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND
 PN0095'THE DISK IS STAMPED GREEN BAY WEST BASE 2 1964.
 PN0095'
 PN0095'R.M. NO. 3 IS NORTH-NORTHEAST OF THE STATION, 15 FEET SOUTH
 PN0095'OF CENTERLINE OF A PRIVATE ROAD LEADING EAST AND 1 FOOT NORTH
 PN0095'OF A FENCE.  THIS IS 180 FEET SOUTHEAST OF CENTERLINE OF ROAD.
 PN0095'THE TOP OF THE MARK IS ABOUT 2 INCHES BELOW GROUND LEVEL AND
 PN0095'DISK IS STAMPED GREEN BAY WEST BASE 2 1964.
 PN0095'
 PN0095'BENCH MARK C 6 RESET IS EAST-SOUTHEAST OF THE STATION, 39
 PN0095'FEET NORTHEAST OF NORTHEAST RAIL OF RAILROAD, 9 FEET SOUTHWEST
 PN0095'OF RIGHT OF WAY FENCE AND IN LINE WITH POLES.  MARK IS FLUSH
 PN0095'AND DISK IS STAMPED C 6 RESET 1964.
 PN0095'
 PN0095'THE AZIMUTH MARK IS 39 FEET NORTHEAST OF THE CENTERLINE OF
 PN0095'VELP AVENUE (U.S. HIGHWAY 41 AND 141), 18 FEET NORTHWEST OF
 PN0095'CENTERLINE OF HUNTER COURT AND JUST NORTH OF A STOP SIGN.
 PN0095'THE MARK IS ABOUT FLUSH AND THE DISK IS STAMPED GREEN BAY WEST
 PN0095'BASE 1953.
 PN0095'
 PN0095'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 PN0095'41 AND 141, IN THE NORTHWEST PART OF GREEN BAY, GO NORTHWEST
 PN0095'ON U.S. 41 AND 141 FOR 0.8 MILE TO HUNTER COURT ROAD ON RIGHT,
 PN0095'TURN RIGHT AND GO NORTHEAST FOR 0.2 MILE TO RAILROAD OVERPASS
 PN0095'AND STATION ON RIGHT.
 PN0095
 PN0095                          STATION RECOVERY (1972)
 PN0095
 PN0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RRG)
 PN0095'THE STATION AND BENCH MARK C 6 RESET 1964 WERE RECOVERED AND IN
 PN0095'GOOD CONDITION.  THE AZIMUTH MARK AND R.M. 3 WAS SEARCHED
 PN0095'FOR BUT NOT RECOVERED.  THE DESCRIPTION IN QUAD 440881, STATION
 PN0095'1037, IS ADEQUATE FOR RECOVERY OF THE STATION AND BENCH MARK
 PN0095'C 6 RESET 1964.
 PN0095'
 PN0095'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 PN0095'NW OF GREEN BAY.
 PN0095
 PN0095                          STATION RECOVERY (1972)
 PN0095
 PN0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 PN0095'AT HOWARD.
 PN0095'AT HOWARD, ALONG THE CHICAGO AND NORTH WESTERN RAILWAY, 0.25
 PN0095'MILE NORTH ALONG U.S. HIGHWAYS 41 AND 141 FROM THE OVERPASS
 PN0095'OVER VELP AVENUE, 102 FEET SOUTHEAST OF THE SOUTHEAST LEG OF THE
 PN0095'NORTHEAST PIER UNDER THE HIGHWAY OVERPASS OVER THE TRACK, 71
 PN0095'FEET SOUTHWEST OF A CORNER FENCE POST IN A RIGHT-OF-WAY HIGHWAY
 PN0095'FENCE LINE, 35 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 PN0095'TRACK, 48 1/2 FEET NORTHWEST OF THE 2 ND TELEGRAPH POLE SOUTHEAST
 PN0095'OF THE HIGHWAY OVERPASS, 1 FOOT SOUTHWEST OF A METAL WITNESS
 PN0095'POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE
 PN0095'POST 2 INCHES BELOW THE LEVEL OF THE GROUND.  SECTION 15, T 24 N,
 PN0095'R 20 E.
 PN0095
 PN0095                          STATION RECOVERY (1976)
 PN0095
 PN0095'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1976 (JWM)
 PN0095'GREEN BAY WEST BASE 2, 1964 RECOVERED GOOD.
 PN0095'
 PN0095'AZIMUTH MARK WAS NOT FOUND.
 PN0095'
 PN0095'DESCRIPTION OK, EXCEPT FOR HUNTER COURT RD SHOULD NOW READ
 PN0095'MEMORIAL DRIVE.
 PN0095'
 PN0095'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILE NW OF GREEN BAY.
 PN0095
 PN0095                          STATION RECOVERY (1985)
 PN0095
 PN0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0095'RECOVERED IN GOOD CONDITION.
 PN0095
 PN0095                          STATION RECOVERY (1994)
 PN0095
 PN0095'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0095'RECOVERED AS DESCRIBED.
 PN0095
 PN0095                          STATION RECOVERY (2004)
 PN0095
 PN0095'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0095'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 18 FEET
 PN0095'SOUTHWEST OF THE SOUTHERNMOST OF TWO HIGH TENSION ELECTRICAL POLES
 PN0095'(NUMBER 774) AND 1 FOOT SOUTH OF AN ORANGE FIBERGLASS WITNESS POST.
 PN0095
 PN0095                          STATION RECOVERY (2005)
 PN0095
 PN0095'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0095'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5608 ***********************************************************************
 DH5608  DESIGNATION -  GREEN LAKE EAST GPS
 DH5608  PID         -  DH5608
 DH5608  STATE/COUNTY-  WI/GREEN LAKE
 DH5608  USGS QUAD   -  GREEN LAKE (1980)
 DH5608
 DH5608                         *CURRENT SURVEY CONTROL
 DH5608  ___________________________________________________________________
 DH5608* NAD 83(1997)-  43 47 06.52677(N)    088 54 20.41747(W)     ADJUSTED  
 DH5608* NAVD 88     -                                                        
 DH5608  ___________________________________________________________________
 DH5608  X           -      88,086.619 (meters)                     COMP
 DH5608  Y           -  -4,611,392.182 (meters)                     COMP
 DH5608  Z           -   4,391,085.737 (meters)                     COMP
 DH5608  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 DH5608  ELLIP HEIGHT-         285.51  (meters)          (08/01/05) GPS OBS
 DH5608  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 DH5608
 DH5608  HORZ ORDER  -  FIRST
 DH5608  ELLP ORDER  -  SECOND    CLASS I
 DH5608
 DH5608.The horizontal coordinates were established by GPS observations
 DH5608.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5608
 DH5608
 DH5608.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5608
 DH5608.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5608
 DH5608.The ellipsoidal height was determined by GPS observations
 DH5608.and is referenced to NAD 83.
 DH5608
 DH5608.The geoid height was determined by GEOID03.
 DH5608
 DH5608;                    North         East     Units Scale Factor Converg.
 DH5608;SPC WI S     -   198,893.356   688,081.543   MT  0.99995496   +0 45 06.9
 DH5608;SPC WI S     -   652,535.95  2,257,480.86   sFT  0.99995496   +0 45 06.9
 DH5608;UTM  16      - 4,849,774.798   346,662.967   MT  0.99988920   -1 19 08.0
 DH5608
 DH5608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5608!SPC WI S     -   0.99995523  x   0.99995496  =   0.99991019
 DH5608!UTM  16      -   0.99995523  x   0.99988920  =   0.99984444
 DH5608
 DH5608                          SUPERSEDED SURVEY CONTROL
 DH5608
 DH5608.No superseded survey control is available for this station.
 DH5608
 DH5608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4666349775(NAD 83)
 DH5608_MARKER: DD = SURVEY DISK
 DH5608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5608_STAMPING: GREEN LAKE EAST GPS 1994
 DH5608_MARK LOGO: WIDT  
 DH5608_PROJECTION: FLUSH
 DH5608_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5608+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2003
 DH5608
 DH5608  HISTORY     - Date     Condition        Report By
 DH5608  HISTORY     - 1994     MONUMENTED       WI-047
 DH5608  HISTORY     - 20030818 GOOD             WIDT
 DH5608
 DH5608                          STATION DESCRIPTION
 DH5608
 DH5608'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5608'OWNERSHIP--TOWN OF GREEN LAKE.  TO REACH THE STATION FROM THE JUNCTION
 DH5608'OF STATE  HIGHWAY 44 AND STATE HIGHWAY 49 WITH COUNTY HIGHWAY KK ABOUT
 DH5608'2 MI SOUTH OF RIPON, GO  WEST ON COUNTY HIGHWAY KK FOR 3.6 MI TO
 DH5608'PRAIRIE ROAD, TURN LEFT AND GO SOUTH ON PRAIRIE  ROAD FOR 1.0 MI TO
 DH5608'THOMAS ROAD, CONTINUE SOUTH ON PRAIRIE ROAD FOR 0.5 MI TO THE STATION
 DH5608'ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH5608'TRANSPORTATION  GEODEDIC CONTROL MARKER DISK SET IN THE TOP OF A 40-CM
 DH5608'DIAMETER CONCRETE POST ABOUT  LEVEL WITH THE ROAD PAVEMENT.  THE
 DH5608'STATION IS 8.3 M WEST OF THE CENTERLINE OF PRAIRIE  ROAD, 4 M NORTH OF
 DH5608'A FIELD ENTRANCE, 2.3 M SOUTHEAST OF A WOOD FENCE POST AND 1.0 M
 DH5608'NORTHEAST, SOUTHEAST, SOUTHWEST OF THREE ORANGE 4X4 PLASTIC WITNESS
 DH5608'POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS  EXTENDING
 DH5608'HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5609 ***********************************************************************
 DH5609  DESIGNATION -  GREEN LAKE NORTH GPS
 DH5609  PID         -  DH5609
 DH5609  STATE/COUNTY-  WI/GREEN LAKE
 DH5609  USGS QUAD   -  GREEN LAKE (1980)
 DH5609
 DH5609                         *CURRENT SURVEY CONTROL
 DH5609  ___________________________________________________________________
 DH5609* NAD 83(1997)-  43 47 22.98519(N)    088 58 30.66238(W)     ADJUSTED  
 DH5609* NAVD 88     -                                                        
 DH5609  ___________________________________________________________________
 DH5609  X           -      82,484.964 (meters)                     COMP
 DH5609  Y           -  -4,611,107.046 (meters)                     COMP
 DH5609  Z           -   4,391,416.839 (meters)                     COMP
 DH5609  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 DH5609  ELLIP HEIGHT-         234.04  (meters)          (08/01/05) GPS OBS
 DH5609  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DH5609
 DH5609  HORZ ORDER  -  FIRST
 DH5609  ELLP ORDER  -  SECOND    CLASS I
 DH5609
 DH5609.The horizontal coordinates were established by GPS observations
 DH5609.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5609
 DH5609
 DH5609.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5609
 DH5609.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5609
 DH5609.The ellipsoidal height was determined by GPS observations
 DH5609.and is referenced to NAD 83.
 DH5609
 DH5609.The geoid height was determined by GEOID03.
 DH5609
 DH5609;                    North         East     Units Scale Factor Converg.
 DH5609;SPC WI S     -   199,330.163   682,480.593   MT  0.99995550   +0 42 15.0
 DH5609;SPC WI S     -   653,969.04  2,239,105.08   sFT  0.99995550   +0 42 15.0
 DH5609;UTM  16      - 4,850,413.697   341,081.771   MT  0.99991064   -1 22 01.7
 DH5609
 DH5609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5609!SPC WI S     -   0.99996330  x   0.99995550  =   0.99991880
 DH5609!UTM  16      -   0.99996330  x   0.99991064  =   0.99987395
 DH5609
 DH5609                          SUPERSEDED SURVEY CONTROL
 DH5609
 DH5609.No superseded survey control is available for this station.
 DH5609
 DH5609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4108250414(NAD 83)
 DH5609_MARKER: DD = SURVEY DISK
 DH5609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5609_STAMPING: GREEN LAKE NORTH GPS 1994
 DH5609_MARK LOGO: WIDT  
 DH5609_PROJECTION: FLUSH
 DH5609_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5609+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2003
 DH5609
 DH5609  HISTORY     - Date     Condition        Report By
 DH5609  HISTORY     - 1994     MONUMENTED       WI-047
 DH5609  HISTORY     - 20030818 GOOD             WIDT
 DH5609
 DH5609                          STATION DESCRIPTION
 DH5609
 DH5609'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5609'OWNERSHIP--GREEN LAKE COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DH5609'OF COUNTY  HIGHWAY K WITH COUNTY HIGHWAY N AND HORNER ROAD ABOUT 4 MI
 DH5609'SOUTH OF THE VILLAGE OF  GREEN LAKE, GO WEST ON THE COUNTY HIGHWAY K
 DH5609'FOR 1.0 MI TO THE STATION ON THE RIGHT.  THE  STATION IS A BRONZE
 DH5609'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC CONTROL MARKER  DISK
 DH5609'SET IN THE TOP OF A 40-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE
 DH5609'PAVEMENT.   THE STATION IS 14.0 M NORTH OF THE CENTERLINE OF COUNTY
 DH5609'HIGHWAY K, 56.6 M EAST OF THE  NORTHERNMOST WOOD POST FOR A --TWIN
 DH5609'LAKE PARK GREEN LAKE COUNTY-- SIGN, 52.3 M  NORTHWEST OF POWER POLE
 DH5609'--15-13-8 31/38--, 1.0 M NORTH, SOUTHWEST, SOUTHEAST OF  THREE ORANGE
 DH5609'4X4 PLASTIC WITNESS POSTS AND 0.8 M NORTH OF A GREEN METAL WITNESS
 DH5609'POST.   ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DH5609'HIGHER THAN 20 DEGREES  ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5611 ***********************************************************************
 DH5611  DESIGNATION -  GREEN LAKE SOUTH GPS
 DH5611  PID         -  DH5611
 DH5611  STATE/COUNTY-  WI/GREEN LAKE
 DH5611  USGS QUAD   -  MARKESAN (1980)
 DH5611
 DH5611                         *CURRENT SURVEY CONTROL
 DH5611  ___________________________________________________________________
 DH5611* NAD 83(1997)-  43 43 36.99464(N)    088 59 25.51118(W)     ADJUSTED  
 DH5611* NAVD 88     -                                                        
 DH5611  ___________________________________________________________________
 DH5611  X           -      81,344.106 (meters)                     COMP
 DH5611  Y           -  -4,615,969.543 (meters)                     COMP
 DH5611  Z           -   4,386,395.669 (meters)                     COMP
 DH5611  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 DH5611  ELLIP HEIGHT-         258.13  (meters)          (08/01/05) GPS OBS
 DH5611  GEOID HEIGHT-         -35.71  (meters)                     GEOID03
 DH5611
 DH5611  HORZ ORDER  -  FIRST
 DH5611  ELLP ORDER  -  SECOND    CLASS I
 DH5611
 DH5611.The horizontal coordinates were established by GPS observations
 DH5611.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5611
 DH5611
 DH5611.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5611
 DH5611.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5611
 DH5611.The ellipsoidal height was determined by GPS observations
 DH5611.and is referenced to NAD 83.
 DH5611
 DH5611.The geoid height was determined by GEOID03.
 DH5611
 DH5611;                    North         East     Units Scale Factor Converg.
 DH5611;SPC WI S     -   192,341.259   681,338.866   MT  0.99994868   +0 41 37.3
 DH5611;SPC WI S     -   631,039.61  2,235,359.26   sFT  0.99994868   +0 41 37.3
 DH5611;UTM  16      - 4,843,470.875   339,688.334   MT  0.99991611   -1 22 34.0
 DH5611
 DH5611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5611!SPC WI S     -   0.99995952  x   0.99994868  =   0.99990821
 DH5611!UTM  16      -   0.99995952  x   0.99991611  =   0.99987564
 DH5611
 DH5611                          SUPERSEDED SURVEY CONTROL
 DH5611
 DH5611.No superseded survey control is available for this station.
 DH5611
 DH5611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP3968843471(NAD 83)
 DH5611_MARKER: DD = SURVEY DISK
 DH5611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5611_STAMPING: GREEN LAKE SOUTH GPS 1994
 DH5611_MARK LOGO: WIDT  
 DH5611_PROJECTION: FLUSH
 DH5611_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5611+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2004
 DH5611
 DH5611  HISTORY     - Date     Condition        Report By
 DH5611  HISTORY     - 1994     MONUMENTED       WIDT
 DH5611  HISTORY     - 20040224 GOOD             WIDT
 DH5611
 DH5611                          STATION DESCRIPTION
 DH5611
 DH5611'DESCRIBED BY WI DEPT OF TRANSP 2004 (TSS)
 DH5611'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH5611'STATION FROM THE  JUNCTION OF STATE HIGHWAY 44 (MARGARET STREET) WITH
 DH5611'COUNTY HIGHWAY S (JOHN STREET) IN  THE CITY OF MARKESAN, GO NORTH ON
 DH5611'STATE HIGHWAY 44 (MARGARET STREET) FOR 1.35 MI TO  WELK ROAD ON THE
 DH5611'LEFT AND THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DH5611'DEPARTMENT OF TRANSPORTATION GPS GEODETIC CONTROL MARKER DISK SET IN
 DH5611'THE TOP OF A  45-CM DIAMETER CONCRETE POST ABOUT 1 M BELOW THE HIGHWAY
 DH5611'PAVEMENT.  THE STATION IS 29.3  M NORTH-NORTHWEST OF THE CENTERLINE OF
 DH5611'STATE HIGHWAY 44, 41 M SOUTH-SOUTHEAST OF THE  CENTERLINE OF PRIVATE
 DH5611'ENTRANCE --W 2205--, 32.7 M EAST-SOUTHEAST OF POWER POLE --15-13-31
 DH5611'40/24--, AND 14.3 M SOUTHWEST OF THE CENTERLINE OF WELK ROAD.
 DH5611'---NOTE---THIS STATION HAS NO  VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH5611'THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5610 ***********************************************************************
 DH5610  DESIGNATION -  GREEN LAKE WEST GPS
 DH5610  PID         -  DH5610
 DH5610  STATE/COUNTY-  WI/GREEN LAKE
 DH5610  USGS QUAD   -  MANCHESTER (1980)
 DH5610
 DH5610                         *CURRENT SURVEY CONTROL
 DH5610  ___________________________________________________________________
 DH5610* NAD 83(1997)-  43 44 02.96077(N)    089 02 40.84749(W)     ADJUSTED  
 DH5610* NAVD 88     -                                                        
 DH5610  ___________________________________________________________________
 DH5610  X           -      76,963.498 (meters)                     COMP
 DH5610  Y           -  -4,615,494.601 (meters)                     COMP
 DH5610  Z           -   4,386,978.622 (meters)                     COMP
 DH5610  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 DH5610  ELLIP HEIGHT-         263.69  (meters)          (08/01/05) GPS OBS
 DH5610  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 DH5610
 DH5610  HORZ ORDER  -  FIRST
 DH5610  ELLP ORDER  -  SECOND    CLASS I
 DH5610
 DH5610.The horizontal coordinates were established by GPS observations
 DH5610.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5610
 DH5610
 DH5610.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5610
 DH5610.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5610
 DH5610.The ellipsoidal height was determined by GPS observations
 DH5610.and is referenced to NAD 83.
 DH5610
 DH5610.The geoid height was determined by GEOID03.
 DH5610
 DH5610;                    North         East     Units Scale Factor Converg.
 DH5610;SPC WI S     -   193,091.055   676,958.309   MT  0.99994940   +0 39 23.1
 DH5610;SPC WI S     -   633,499.57  2,220,987.39   sFT  0.99994940   +0 39 23.1
 DH5610;UTM  16      - 4,844,378.388   335,337.824   MT  0.99993350   -1 24 49.8
 DH5610
 DH5610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5610!SPC WI S     -   0.99995865  x   0.99994940  =   0.99990805
 DH5610!UTM  16      -   0.99995865  x   0.99993350  =   0.99989216
 DH5610
 DH5610                          SUPERSEDED SURVEY CONTROL
 DH5610
 DH5610.No superseded survey control is available for this station.
 DH5610
 DH5610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP3533844378(NAD 83)
 DH5610_MARKER: DD = SURVEY DISK
 DH5610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5610_STAMPING: GREEN LAKE WEST GPS 1994
 DH5610_MARK LOGO: WIDT  
 DH5610_PROJECTION: FLUSH
 DH5610_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5610+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH5610
 DH5610  HISTORY     - Date     Condition        Report By
 DH5610  HISTORY     - 1993     MONUMENTED       WI-047
 DH5610  HISTORY     - 20030818 GOOD             WIDT
 DH5610  HISTORY     - 20051228 GOOD             WIDT
 DH5610
 DH5610                          STATION DESCRIPTION
 DH5610
 DH5610'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5610'OWNERSHIP--TOWN OF GREEN LAKE.  TO REACH THE STATION FROM THE JUNCTION
 DH5610'OF STATE  HIGHWAY 44 WEST WITH STATE HIGHWAY 73 NORTH ABOUT 3 MI
 DH5610'SOUTHWEST OF THE CITY OF  MARKESAN, GO NORTH ON STATE HIGHWAY 73 FOR
 DH5610'2.5 MI TO PHELPS ROAD ON THE RIGHT, TURN  RIGHT AND GO EAST ON PHELPS
 DH5610'ROAD FOR 0.3 MI TO THE STATION ON THE RIGHT.  THE STATION IS A  BRONZE
 DH5610'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC CONTROL DISK SET IN
 DH5610'THE TOP  OF A 40-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD
 DH5610'PAVEMENT.  THE STATION IS  8.7 M SOUTH OF THE CENTERLINE OF PHELPS
 DH5610'ROAD, 0.1 MI WEST OF PRIVATE ENTRANCE --W 3234--, 1  M NORTH OF A
 DH5610'CULTIVATED FIELD, AND 1.0 M  NORTH, WEST, SOUTHEAST OF THREE ORANGE
 DH5610'4X4 PLASTIC WITNESS POSTS.   ---NOTE---THIS STATION HAS NO VISIBLE
 DH5610'OBSTRUCTIONS EXTENDING HIGHER THAN 10 DEGREES  ABOVE THE HORIZON.
 DH5610
 DH5610                          STATION RECOVERY (2005)
 DH5610
 DH5610'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5610'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0661 ***********************************************************************
 OM0661  DESIGNATION -  GREENBUSH
 OM0661  PID         -  OM0661
 OM0661  STATE/COUNTY-  WI/SHEBOYGAN
 OM0661  USGS QUAD   -  ELKHART LAKE (1992)
 OM0661
 OM0661                         *CURRENT SURVEY CONTROL
 OM0661  ___________________________________________________________________
 OM0661* NAD 83(1991)-  43 47 47.41509(N)    088 06 40.28014(W)     ADJUSTED  
 OM0661* NAVD 88     -       334.     (meters)    1096.     (feet)  SCALED    
 OM0661  ___________________________________________________________________
 OM0661  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 OM0661  GEOID HEIGHT-         -35.60  (meters)                     GEOID03
 OM0661
 OM0661  HORZ ORDER  -  THIRD
 OM0661
 OM0661.The horizontal coordinates were established by classical geodetic methods
 OM0661.and adjusted by the National Geodetic Survey in November 1991..
 OM0661
 OM0661.The orthometric height was scaled from a topographic map.
 OM0661
 OM0661.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0661
 OM0661.The geoid height was determined by GEOID03.
 OM0661
 OM0661;                    North         East     Units Scale Factor Converg.
 OM0661;SPC WI S     -   201,298.733   751,991.535   MT  0.99995631   +1 17 52.1
 OM0661;SPC WI S     -   660,427.59  2,467,158.89   sFT  0.99995631   +1 17 52.1
 OM0661;UTM  16      - 4,849,871.390   410,607.242   MT  0.99969829   -0 46 08.8
 OM0661
 OM0661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0661!SPC WI S     -   0.99995321  x   0.99995631  =   0.99990952
 OM0661!UTM  16      -   0.99995321  x   0.99969829  =   0.99965151
 OM0661
 OM0661:                Primary Azimuth Mark                     Grid Az
 OM0661:SPC WI S     -  98 WTM                                   002 52 28.1
 OM0661:UTM  16      -  98 WTM                                   004 56 29.0
 OM0661
 OM0661|---------------------------------------------------------------------|
 OM0661| PID    Reference Object                     Distance      Geod. Az  |
 OM0661|                                                           dddmmss.s |
 OM0661| CI8867 98 WTM                                             0041020.2 |
 OM0661| OM0653 NEW HOLSTEIN MUNICIPAL TANK         APPROX.17.0 KM 0044317.9 |
 OM0661| CI9678 GREENBUSH RM 1                        6.447 METERS 17650     |
 OM0661| CI9679 GREENBUSH RM 2                        8.671 METERS 35435     |
 OM0661|---------------------------------------------------------------------|
 OM0661
 OM0661                          SUPERSEDED SURVEY CONTROL
 OM0661
 OM0661  NAD 83(1986)-  43 47 47.40467(N)    088 06 40.28138(W) AD(       ) 3
 OM0661  NAD 27      -  43 47 47.43000(N)    088 06 39.93200(W) AD(       ) 3
 OM0661
 OM0661.Superseded values are not recommended for survey control.
 OM0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0661.See file dsdata.txt to determine how the superseded data were derived.
 OM0661
 OM0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1060749871(NAD 83)
 OM0661_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0661+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 OM0661
 OM0661  HISTORY     - Date     Condition        Report By
 OM0661  HISTORY     - 1953     MONUMENTED       CGS
 OM0661  HISTORY     - 20031206 GOOD             USPSQD
 OM0661  HISTORY     - 20060429 GOOD             USPSQD
 OM0661
 OM0661                          STATION DESCRIPTION
 OM0661
 OM0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0661'STATION IS LOCATED IN THE SOUTHWEST ANGLE OF A GRAVELED
 OM0661'CROSSROAD ABOUT 6.5 MILES SOUTHWEST OF ELKHART LAKE AND ABOUT
 OM0661'2.0 MILES NORTHWEST OF GREENBUSH.  IT IS 27 FEET WEST OF
 OM0661'THE CENTER OF A GRAVEL ROAD, 8 FEET EAST OF A 24 INCH MAPLE
 OM0661'TREE WITH A TRIANGLE BLAZE AND 5 FEET SOUTHWEST OF A WHITE
 OM0661'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 OM0661'GREENBUSH 1953.
 OM0661'
 OM0661'REFERENCE MARK NO. 1 IS 25 FEET WEST OF THE CENTER OF A GRAVEL
 OM0661'ROAD, 3 FEET NORTHWEST OF A POWER LINE POLE AND 22 FEET
 OM0661'SOUTHEAST OF A 24 INCH MAPLE TREE WITH A TRIANGLE BLAZE.
 OM0661'THE MARK IS FLUSH AND THE DISK IS STAMPED GREENBUSH NO 1 1953.
 OM0661'
 OM0661'REFERENCE MARK NO. 2 IS 29 FEET WEST OF THE CENTER OF A GRAVEL
 OM0661'ROAD, 36 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD AND 12
 OM0661'FEET EAST OF A 22 INCH MAPLE TREE.  THE MARK IS FLUSH AND
 OM0661'THE DISK IS STAMPED GREENBUSH NO 2 1953.
 OM0661'
 OM0661'98 WTM (USGS) BM WAS USED AS AN AZIMUTH MARK.  IT IS 24 FEET
 OM0661'EAST OF THE CENTER OF A GRAVEL ROAD, 3 FEET NORTH OF A FENCE
 OM0661'CORNER AND 1 FOOT WEST OF A WHITE WITNESS POST.  THE MARK IS
 OM0661'A 6X6 INCH CONCRETE POST PROJECTING ABOUT 5 INCHES WITH A
 OM0661'STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK IN THE TOP
 OM0661'STAMPED 98 WTM 1951 1067 (FEET ELEVATION).
 OM0661'
 OM0661'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 OM0661'NO. 23 AND COUNTY ROAD G 1.0 MILE EAST OF BANNER GO EAST
 OM0661'ON HIGHWAY NO. 23 FOR 3.3 MILES TO A CROSSROAD.  TURN LEFT
 OM0661'ON A GRAVEL ROAD AND GO NORTH FOR 0.8 MILE TO THE STATION
 OM0661'ON THE LEFT AS DESCRIBED.
 OM0661'
 OM0661'TO REACH 98 WTM (USGS) BM FROM THE STATION GO NORTH ON A
 OM0661'GRAVEL ROAD FOR 0.15 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 OM0661'
 OM0661'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OM0661
 OM0661                          STATION RECOVERY (2003)
 OM0661
 OM0661'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0661'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED IN GOOD
 OM0661'CONDITION.  ADD-- THE STATION IS ABOUT 57 FEET SOUTH OF THE CENTERLINE
 OM0661'OF GLEN ROAD AND 1.5 FEET EAST OF A WHITE METAL WITNESS POST.
 OM0661'REFERENCE MARK 1 IS ABOUT 33 FEET NORTH OF UTILITY POLE NUMBER
 OM0661'--92-17638--.
 OM0661'REFERENCE MARK 2 IS ABOUT 33 FEET SOUTH OF THE CENTERLINE OF GLEN
 OM0661'ROAD.
 OM0661'98 WTM (USGS) BM IS ABOUT 57 FEET EAST-NORTHEAST OF UTILITY POLE
 OM0661'--92-17634--, ABOUT 51 FEET SOUTH OF THE CENTERLINE OF A FIELD
 OM0661'ENTRANCE, AT THE WEST END OF A TREE LINE BETWEEN CULTIVATED FIELDS,
 OM0661'AND LEANING SLIGHTLY.
 OM0661'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 23 AND COUNTY
 OM0661'ROAD G, GO EAST ON HIGHWAY 23 FOR 3.3 MILES TO SCENIC VIEW DRIVE.
 OM0661'TURN LEFT ON SCENIC VIEW DRIVE AND GO NORTH FOR 0.8 MILE TO THE
 OM0661'STATION ON THE LEFT JUST BEFORE YOU REACH GLEN ROAD.
 OM0661
 OM0661                          STATION RECOVERY (2006)
 OM0661
 OM0661'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRB)
 OM0661'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 OM0661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF6049 ***********************************************************************
 DF6049  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6049  DESIGNATION -  GREENBUSH C GPS
 DF6049  PID         -  DF6049
 DF6049  STATE/COUNTY-  WI/SHEBOYGAN
 DF6049  USGS QUAD   -  ELKHART LAKE (1992)
 DF6049
 DF6049                         *CURRENT SURVEY CONTROL
 DF6049  ___________________________________________________________________
 DF6049* NAD 83(1997)-  43 45 37.52690(N)    088 06 21.26346(W)     ADJUSTED  
 DF6049* NAVD 88     -       338.34   (meters)    1110.0    (feet)  GPS OBS   
 DF6049  ___________________________________________________________________
 DF6049  X           -     152,507.439 (meters)                     COMP
 DF6049  Y           -  -4,611,625.217 (meters)                     COMP
 DF6049  Z           -   4,389,114.159 (meters)                     COMP
 DF6049  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 DF6049  ELLIP HEIGHT-         302.81  (meters)          (06/11/03) GPS OBS
 DF6049  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 DF6049
 DF6049  HORZ ORDER  -  FIRST
 DF6049  ELLP ORDER  -  THIRD     CLASS I
 DF6049
 DF6049.The horizontal coordinates were established by GPS observations
 DF6049.and adjusted by the National Geodetic Survey in June 2003..
 DF6049
 DF6049.The orthometric height was determined by GPS observations and a
 DF6049.high-resolution geoid model using precise GPS observation and
 DF6049.processing techniques.
 DF6049
 DF6049.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6049
 DF6049.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6049
 DF6049.The ellipsoidal height was determined by GPS observations
 DF6049.and is referenced to NAD 83.
 DF6049
 DF6049.The geoid height was determined by GEOID03.
 DF6049
 DF6049;                    North         East     Units Scale Factor Converg.
 DF6049;SPC WI S     -   197,300.813   752,507.579   MT  0.99995217   +1 18 05.2
 DF6049;SPC WI S     -   647,311.08  2,468,851.95   sFT  0.99995217   +1 18 05.2
 DF6049;UTM  16      - 4,845,858.489   410,978.682   MT  0.99969747   -0 45 53.8
 DF6049
 DF6049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6049!SPC WI S     -   0.99995252  x   0.99995217  =   0.99990469
 DF6049!UTM  16      -   0.99995252  x   0.99969747  =   0.99965000
 DF6049
 DF6049                          SUPERSEDED SURVEY CONTROL
 DF6049
 DF6049.No superseded survey control is available for this station.
 DF6049
 DF6049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1097945858(NAD 83)
 DF6049_MARKER: DD = SURVEY DISK
 DF6049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6049_STAMPING: GREENBUSH C GPS 2001
 DF6049_MARK LOGO: WIDT  
 DF6049_PROJECTION: FLUSH
 DF6049_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6049+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2003
 DF6049
 DF6049  HISTORY     - Date     Condition        Report By
 DF6049  HISTORY     - 2000     MONUMENTED       WIDT
 DF6049  HISTORY     - 20031204 GOOD             USPSQD
 DF6049
 DF6049                          STATION DESCRIPTION
 DF6049
 DF6049'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DF6049'THE STATION IS LOCATED ABOUT 31 KM WEST OF SHEBOYGAN, 11 KM WEST OF
 DF6049'PLYMOUTH AND 11 KM
 DF6049'SOUTHWEST OF ELKHART LAKE.   OWNERSHIP--TOWN OF GREENBUSH.  TO REACH
 DF6049'THE STATION FROM
 DF6049'THE JUNCTION OF STATE HIGHWAY 23 WITH STATE HIGHWAY 67 IN THE CITY OF
 DF6049'PLYMOUTH, GO WEST
 DF6049'ON STATE HIGHWAY 23 FOR 7.9 KM TO COUNTY HIGHWAY A, TURN LEFT AND GO
 DF6049'SOUTH ON COUNTY
 DF6049'HIGHWAY A FOR 0.8 KM TO KETTLE MORAINE DRIVE ON THE LEFT, TURN LEFT
 DF6049'AND GO SOUTH ON
 DF6049'KETTLE MORAINE DRIVE FOR 0.9 KM TO SPRING VALLEY DRIVE ON THE RIGHT,
 DF6049'TURN RIGHT AND GO
 DF6049'WEST ON SPRING VALLEY DRIVE FOR 0.8 KM TO THE STATION ON THE LEFT.
 DF6049'THE STATION IS A
 DF6049'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF6049'STATION
 DF6049'DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH
 DF6049'OF 2.4 M AND ABOUT
 DF6049'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 8.5 M SOUTH OF THE
 DF6049'CENTERLINE OF SPRING
 DF6049'VALLEY ROAD, 121 M EAST OF A WOODEN POST FOR A  --S CURVE ARROW--
 DF6049'SIGN, 29.2 M WEST OF A
 DF6049'--KETTLE MORRAINE STATE FOREST-- SIGN, 1.0 M EAST, 1.0 M WEST, AND 1.0
 DF6049'M NORTH OF THREE 4X4
 DF6049'ORANGE PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE
 DF6049'OBSTRUCTIONS
 DF6049'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF6049' 
 DF6049' 
 DF6049' 
 DF6049' 
 DF6049' 
 DF6049' 
 DF6049'
 DF6049
 DF6049                          STATION RECOVERY (2003)
 DF6049
 DF6049'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7724 ***********************************************************************
 DE7724  DESIGNATION -  GREENBUSH N GPS
 DE7724  PID         -  DE7724
 DE7724  STATE/COUNTY-  WI/SHEBOYGAN
 DE7724  USGS QUAD   -  ELKHART LAKE (1992)
 DE7724
 DE7724                         *CURRENT SURVEY CONTROL
 DE7724  ___________________________________________________________________
 DE7724* NAD 83(1997)-  43 48 14.32002(N)    088 04 52.28730(W)     ADJUSTED  
 DE7724* NAVD 88     -       314.645  (meters)    1032.30   (feet)  ADJUSTED  
 DE7724  ___________________________________________________________________
 DE7724  X           -     154,384.043 (meters)                     COMP
 DE7724  Y           -  -4,608,195.262 (meters)                     COMP
 DE7724  Z           -   4,392,591.617 (meters)                     COMP
 DE7724  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 DE7724  ELLIP HEIGHT-         279.03  (meters)          (06/11/03) GPS OBS
 DE7724  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 DE7724  DYNAMIC HT  -         314.581 (meters)    1032.09  (feet)  COMP
 DE7724  MODELED GRAV-     980,405.2   (mgal)                       NAVD 88
 DE7724
 DE7724  HORZ ORDER  -  FIRST
 DE7724  VERT ORDER  -  SECOND    CLASS I
 DE7724  ELLP ORDER  -  THIRD     CLASS I
 DE7724
 DE7724.The horizontal coordinates were established by GPS observations
 DE7724.and adjusted by the National Geodetic Survey in June 2003..
 DE7724
 DE7724.The orthometric height was determined by differential leveling
 DE7724.and adjusted by the National Geodetic Survey in May 2003..
 DE7724
 DE7724.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7724
 DE7724.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7724
 DE7724.The ellipsoidal height was determined by GPS observations
 DE7724.and is referenced to NAD 83.
 DE7724
 DE7724.The geoid height was determined by GEOID03.
 DE7724
 DE7724.The dynamic height is computed by dividing the NAVD 88
 DE7724.geopotential number by the normal gravity value computed on the
 DE7724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7724.degrees latitude (g = 980.6199 gals.).
 DE7724
 DE7724.The modeled gravity was interpolated from observed gravity values.
 DE7724
 DE7724;                    North         East     Units Scale Factor Converg.
 DE7724;SPC WI S     -   202,183.968   754,385.930   MT  0.99995722   +1 19 06.3
 DE7724;SPC WI S     -   663,331.90  2,475,014.51   sFT  0.99995722   +1 19 06.3
 DE7724;UTM  16      - 4,850,669.483   413,031.372   MT  0.99969303   -0 44 54.4
 DE7724
 DE7724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7724!SPC WI S     -   0.99995625  x   0.99995722  =   0.99991347
 DE7724!UTM  16      -   0.99995625  x   0.99969303  =   0.99964929
 DE7724
 DE7724                          SUPERSEDED SURVEY CONTROL
 DE7724
 DE7724  NAVD 88 (06/11/03)  314.64   (m)         1032.3    (f) LEVELING    3  
 DE7724
 DE7724.Superseded values are not recommended for survey control.
 DE7724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7724.See file dsdata.txt to determine how the superseded data were derived.
 DE7724
 DE7724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1303150669(NAD 83)
 DE7724_MARKER: DD = SURVEY DISK
 DE7724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7724_STAMPING: GREENBUSH N GPS 2001
 DE7724_MARK LOGO: WIDT  
 DE7724_PROJECTION: FLUSH
 DE7724_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7724+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2003
 DE7724
 DE7724  HISTORY     - Date     Condition        Report By
 DE7724  HISTORY     - 20000913 MONUMENTED       WIDT
 DE7724  HISTORY     - 20031206 GOOD             USPSQD
 DE7724
 DE7724                          STATION DESCRIPTION
 DE7724
 DE7724'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7724'THE STATION IS LOCATED ABOUT 30 KM EAST-NORTHEAST OF FOND DU LAC AND
 DE7724'27 KM WEST-NORTHWEST OF SHEBOYGAN. OWNERSHIP--TOWNSHIP OF GREENBUSH.
 DE7724'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 23 WITH STATE
 DE7724'HIGHWAY 67 ABOUT 1.6 KM NORTH OF THE CITY OF PLYMOUTH, GO WEST ON
 DE7724'STATE HIGHWAY 23 FOR 8.4 KM TO SUGARBUSH DRIVE, TURN RIGHT AND GO
 DE7724'NORTH ON SUGARBUSH DRIVE FOR 1.6 KM TO GLEN ROAD, CONTINUE NORTH ON
 DE7724'SUGARBUSH DRIVE FOR 0.8 KM TO THE STATION ON THE RIGHT. THE STATION
 DE7724'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DE7724'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE
 DE7724'POST. THE STATION IS 6.8 METERS EAST OF THE CENTERLINE OF SUGARBUSH
 DE7724'DRIVE, 69.7 METERS SOUTH OF THE CENTERLINE OF COUNTY ROAD C, 66.4
 DE7724'METERS NORTH OF TELEPHONE PEDISTOLE--1342--, 40.8 METERS SOUTH
 DE7724'SOUTHEAST OF TELEPHONE POLE--91-07526 40-4--, 24.8 METERS NORTH
 DE7724'NORTHEAST OF TELEPHONE POLE--91-07527 40-5--, 1 METER WEST OF
 DE7724'CULTIVATED FIELD, AND 0.5 METER WEST OF A WHITE PLASTIC WITNESS POST.
 DE7724'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7724'THAT 15 DEGREES ABOVE THE HORIZON.
 DE7724
 DE7724                          STATION RECOVERY (2003)
 DE7724
 DE7724'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7724'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4880 ***********************************************************************
 DG4880  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4880  DESIGNATION -  GREENDALE GPS
 DG4880  PID         -  DG4880
 DG4880  STATE/COUNTY-  WI/MILWAUKEE
 DG4880  USGS QUAD   -  GREENDALE (1976)
 DG4880
 DG4880                         *CURRENT SURVEY CONTROL
 DG4880  ___________________________________________________________________
 DG4880* NAD 83(1997)-  42 56 31.60496(N)    087 56 11.17397(W)     ADJUSTED  
 DG4880* NAVD 88     -       226.92   (meters)     744.5    (feet)  GPS OBS   
 DG4880  ___________________________________________________________________
 DG4880  X           -     168,391.432 (meters)                     COMP
 DG4880  Y           -  -4,673,444.582 (meters)                     COMP
 DG4880  Z           -   4,322,927.107 (meters)                     COMP
 DG4880  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 DG4880  ELLIP HEIGHT-         191.98  (meters)          (04/02/04) GPS OBS
 DG4880  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 DG4880
 DG4880  HORZ ORDER  -  FIRST
 DG4880  ELLP ORDER  -  FOURTH    CLASS I
 DG4880
 DG4880.The horizontal coordinates were established by GPS observations
 DG4880.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4880
 DG4880.The orthometric height was determined by GPS observations and a
 DG4880.high-resolution geoid model using precise GPS observation and
 DG4880.processing techniques.
 DG4880
 DG4880.Photographs are available for this station.
 DG4880
 DG4880.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4880
 DG4880.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4880
 DG4880.The ellipsoidal height was determined by GPS observations
 DG4880.and is referenced to NAD 83.
 DG4880
 DG4880.The geoid height was determined by GEOID03.
 DG4880
 DG4880;                    North         East     Units Scale Factor Converg.
 DG4880;SPC WI S     -   106,743.698   768,399.605   MT  0.99996446   +1 25 04.4
 DG4880;SPC WI S     -   350,208.28  2,520,991.04   sFT  0.99996446   +1 25 04.4
 DG4880;UTM  16      - 4,754,811.870   423,600.682   MT  0.99967180   -0 38 16.8
 DG4880
 DG4880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4880!SPC WI S     -   0.99996989  x   0.99996446  =   0.99993435
 DG4880!UTM  16      -   0.99996989  x   0.99967180  =   0.99964170
 DG4880
 DG4880                          SUPERSEDED SURVEY CONTROL
 DG4880
 DG4880.No superseded survey control is available for this station.
 DG4880
 DG4880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2360154812(NAD 83)
 DG4880_MARKER: DD = SURVEY DISK
 DG4880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4880_STAMPING: GREENDALE GPS 2002
 DG4880_MARK LOGO: WIDT  
 DG4880_PROJECTION: FLUSH
 DG4880_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4880_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4880+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4880
 DG4880  HISTORY     - Date     Condition        Report By
 DG4880  HISTORY     - 2001     MONUMENTED       WIDT
 DG4880
 DG4880                          STATION DESCRIPTION
 DG4880
 DG4880'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4880'THE STATION IS LOCATED ABOUT 27 KM NORTHEAST OF RACINE, 12 KM
 DG4880'SOUTHWEST OF MILWAUKEE AND 4 KM EAST OF GREENDALE.
 DG4880'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DG4880'STATION FROM THE JUNCTION OF STATE HIGHWAY 38 WITH STATE HIGHWAY 119
 DG4880'IN THE CITY OF MILWAUKEE, GO WEST ON STATE HIGHWAY 119 FOR 2.7 KM TO
 DG4880'THE INTERSTATE 94 EAST ON RAMP AND TO THE STATION ON THE LEFT.
 DG4880'---NOTE---THIS STATION IS BETWEEN THE ON AND OFF RAMPS OF INTERSTATE
 DG4880'HIGHWAY 94.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DG4880'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DG4880'A 41-CM CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE
 DG4880'ON AND OFF RAMPS OF INTERSTATE HIGHWAY 94.  THE STATION IS 20.9 M
 DG4880'NORTH OF THE CENTERLINE OF INTERSTATE 94 ON-RAMP, 37.8 M EAST OF WOOD
 DG4880'POST FOR --NO U TURN-- SIGN, AND 25.3 M SOUTH OF THE CENTERLINE OF THE
 DG4880'INTERSTATE HIGHWAY 94 OFF-RAMP.  ---NOTE2---THE STATION IS SOUTH, WEST
 DG4880'AND EAST OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE3---THIS
 DG4880'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES
 DG4880'ABOVE THE HORIZON.
 DG4880' 
 DG4880'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0946 ***********************************************************************
 NH0946  DESIGNATION -  GREENDALE MUNICIPAL TANK
 NH0946  PID         -  NH0946
 NH0946  STATE/COUNTY-  WI/MILWAUKEE
 NH0946  USGS QUAD   -  HALES CORNERS (1994)
 NH0946
 NH0946                         *CURRENT SURVEY CONTROL
 NH0946  ___________________________________________________________________
 NH0946* NAD 83(1991)-  42 56 16.52898(N)    088 00 13.20854(W)     ADJUSTED  
 NH0946* NAVD 88     -                                                        
 NH0946  ___________________________________________________________________
 NH0946  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 NH0946  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 NH0946
 NH0946  HORZ ORDER  -  THIRD
 NH0946
 NH0946.The horizontal coordinates were established by classical geodetic methods
 NH0946.and adjusted by the National Geodetic Survey in October 1999..
 NH0946
 NH0946
 NH0946.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0946
 NH0946.The geoid height was determined by GEOID03.
 NH0946
 NH0946;                    North         East     Units Scale Factor Converg.
 NH0946;SPC WI S     -   106,145.060   762,925.271   MT  0.99996504   +1 22 18.1
 NH0946;SPC WI S     -   348,244.25  2,503,030.66   sFT  0.99996504   +1 22 18.1
 NH0946;UTM  16      - 4,754,410.098   418,109.977   MT  0.99968250   -0 41 01.5
 NH0946
 NH0946                          SUPERSEDED SURVEY CONTROL
 NH0946
 NH0946  NAD 83(1991)-  42 56 16.52926(N)    088 00 13.20851(W) AD(       ) 4
 NH0946  NAD 83(1986)-  42 56 16.51820(N)    088 00 13.22164(W) AD(       ) 4
 NH0946  NAD 27      -  42 56 16.46200(N)    088 00 12.91300(W) AD(       ) 3
 NH0946
 NH0946.Superseded values are not recommended for survey control.
 NH0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0946.See file dsdata.txt to determine how the superseded data were derived.
 NH0946
 NH0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1811054410(NAD 83)
 NH0946_MARKER: 53 = ELEVATED TANK
 NH0946
 NH0946  HISTORY     - Date     Condition        Report By
 NH0946  HISTORY     - 1953     FIRST OBSERVED   CGS
 NH0946  HISTORY     - 20000226 GOOD             USPSQD
 NH0946
 NH0946                          STATION DESCRIPTION
 NH0946
 NH0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 NH0946'STATION IS THE METAL BALL AT THE CENTER OF THE TOP OF THE
 NH0946'GREENDALE MUNICIPAL WATER TANK WHICH IS LOCATED ON A HIGH
 NH0946'HILL AT THE WEST EDGE OF GREENDALE, ABOUT 1/2 MILE SOUTH OF
 NH0946'WEST GRANGE AVENUE AND 1/4 MILE EAST OF SOUTH 76TH. STREET.
 NH0946'IT IS AN OVAL SHAPED TANK, ATOP AN 8-LEGGED STEEL STRUCTURE,
 NH0946'PAINTED SILVER AND IS ABOUT 90 FEET HIGH.
 NH0946
 NH0946                          STATION RECOVERY (2000)
 NH0946
 NH0946'RECOVERY NOTE BY US POWER SQUADRON 2000
 NH0946'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0579 ***********************************************************************
 PO0579  DESIGNATION -  GREENFIELD LOOKOUT
 PO0579  PID         -  PO0579
 PO0579  STATE/COUNTY-  WI/MONROE
 PO0579  USGS QUAD   -  ALDERWOOD LAKE (1983)
 PO0579
 PO0579                         *CURRENT SURVEY CONTROL
 PO0579  ___________________________________________________________________
 PO0579* NAD 83(1991)-  44 02 43.28622(N)    090 37 38.25635(W)     ADJUSTED  
 PO0579* NAVD 88     -                                                        
 PO0579  ___________________________________________________________________
 PO0579  LAPLACE CORR-          -6.13  (seconds)                    DEFLEC99
 PO0579  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 PO0579
 PO0579  HORZ ORDER  -  THIRD
 PO0579
 PO0579.The horizontal coordinates were established by classical geodetic methods
 PO0579.and adjusted by the National Geodetic Survey in March 1999..
 PO0579
 PO0579
 PO0579.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0579
 PO0579.The geoid height was determined by GEOID03.
 PO0579
 PO0579;                    North         East     Units Scale Factor Converg.
 PO0579;SPC WI S     -   227,415.908   549,726.215   MT  0.99999574   -0 25 51.7
 PO0579;SPC WI S     -   746,113.69  1,803,560.09   sFT  0.99999574   -0 25 51.7
 PO0579;UTM  15      - 4,879,647.733   690,086.553   MT  1.00004442   +1 39 00.2
 PO0579
 PO0579                          SUPERSEDED SURVEY CONTROL
 PO0579
 PO0579  NAD 83(1991)-  44 02 43.28660(N)    090 37 38.25583(W) AD(       ) 4
 PO0579  NAD 83(1986)-  44 02 43.28440(N)    090 37 38.26265(W) AD(       ) 4
 PO0579  NAD 27      -  44 02 43.41400(N)    090 37 37.79000(W) AD(       ) 3
 PO0579
 PO0579.Superseded values are not recommended for survey control.
 PO0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0579.See file dsdata.txt to determine how the superseded data were derived.
 PO0579
 PO0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9008779648(NAD 83)
 PO0579_MARKER: 57 = LOOKOUT TOWER
 PO0579
 PO0579  HISTORY     - Date     Condition        Report By
 PO0579  HISTORY     - 1934     FIRST OBSERVED   CGS
 PO0579  HISTORY     - 1962     SEE DESCRIPTION  USA
 PO0579
 PO0579                          STATION DESCRIPTION
 PO0579
 PO0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 PO0579'THIS STATION IS THE CENTER OF THE GREENFIELD FIRE LOOKOUT
 PO0579'TOWER OF THE WISCONSIN DEPARTMENT OF CONSERVATION.  IT IS A
 PO0579'STANDARD SQUARE SKELETON STEEL TOWER WITH AN ENCLOSED CABIN
 PO0579'ON TOP.  IT IS 84 FEET HIGH AND WAS ERECTED IN 1933.
 PO0579'
 PO0579'THE TOWER IS ABOUT 7-1/2 MILES NORTHWEST OF TOMAH, AND ABOUT
 PO0579'10 MILES SOUTH-SOUTHEAST OF MILLSTON, IN THE SW 1/4 SW 1/4
 PO0579'SEC. 9, T. 18 N., R. 2 W., ON THE HIGHEST POINT OF THE HILL.
 PO0579
 PO0579                          STATION RECOVERY (1962)
 PO0579
 PO0579'RECOVERY NOTE BY US ARMY 1962 (RNS)
 PO0579'LETTER OF WARRANT OFFICER R.N. SELLARD, CAMP MC COY, WISC.
 PO0579'DATED OCT. 8, 1962--
 PO0579'
 PO0579'THE LOOKOUT TOWER HAS BEEN TAKEN DOWN AND A NEW TOWER ERECTED
 PO0579'APPROXIMATELY 13 METERS NORTH AND WEST OF THE OLD TOWER.  THE
 PO0579'MONUMENT UNDERNEATH THE OLD LOCATION REMAINS IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9547 ***********************************************************************
 DF9547  DESIGNATION -  GREENFIELD W GPS
 DF9547  PID         -  DF9547
 DF9547  STATE/COUNTY-  WI/MILWAUKEE
 DF9547  USGS QUAD   -  HALES CORNERS (1994)
 DF9547
 DF9547                         *CURRENT SURVEY CONTROL
 DF9547  ___________________________________________________________________
 DF9547* NAD 83(1997)-  42 58 45.69031(N)    088 02 24.95573(W)     ADJUSTED  
 DF9547* NAVD 88     -       238.635  (meters)     782.92   (feet)  ADJUSTED  
 DF9547  ___________________________________________________________________
 DF9547  X           -     159,826.062 (meters)                     COMP
 DF9547  Y           -  -4,670,932.389 (meters)                     COMP
 DF9547  Z           -   4,325,963.302 (meters)                     COMP
 DF9547  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 DF9547  ELLIP HEIGHT-         203.76  (meters)          (04/02/04) GPS OBS
 DF9547  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 DF9547  DYNAMIC HT  -         238.571 (meters)     782.71  (feet)  COMP
 DF9547  MODELED GRAV-     980,345.2   (mgal)                       NAVD 88
 DF9547
 DF9547  HORZ ORDER  -  FIRST
 DF9547  VERT ORDER  -  SECOND    CLASS I
 DF9547  ELLP ORDER  -  FOURTH    CLASS I
 DF9547
 DF9547.The horizontal coordinates were established by GPS observations
 DF9547.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DF9547
 DF9547.The orthometric height was determined by differential leveling
 DF9547.and adjusted by the National Geodetic Survey in February 2004..
 DF9547
 DF9547.Photographs are available for this station.
 DF9547
 DF9547.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9547
 DF9547.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9547
 DF9547.The ellipsoidal height was determined by GPS observations
 DF9547.and is referenced to NAD 83.
 DF9547
 DF9547.The geoid height was determined by GEOID03.
 DF9547
 DF9547.The dynamic height is computed by dividing the NAVD 88
 DF9547.geopotential number by the normal gravity value computed on the
 DF9547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9547.degrees latitude (g = 980.6199 gals.).
 DF9547
 DF9547.The modeled gravity was interpolated from observed gravity values.
 DF9547
 DF9547;                    North         East     Units Scale Factor Converg.
 DF9547;SPC WI S     -   110,675.717   759,830.942   MT  0.99995950   +1 20 47.5
 DF9547;SPC WI S     -   363,108.58  2,492,878.68   sFT  0.99995950   +1 20 47.5
 DF9547;UTM  16      - 4,759,047.547   415,180.961   MT  0.99968850   -0 42 33.2
 DF9547
 DF9547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9547!SPC WI S     -   0.99996805  x   0.99995950  =   0.99992755
 DF9547!UTM  16      -   0.99996805  x   0.99968850  =   0.99965656
 DF9547
 DF9547                          SUPERSEDED SURVEY CONTROL
 DF9547
 DF9547  NAVD 88 (04/02/04)  238.63   (m)          782.9    (f) LEVELING    3  
 DF9547
 DF9547.Superseded values are not recommended for survey control.
 DF9547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9547.See file dsdata.txt to determine how the superseded data were derived.
 DF9547
 DF9547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1518159048(NAD 83)
 DF9547_MARKER: DD = SURVEY DISK
 DF9547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9547_STAMPING: GREENFIELD W GPS 2002
 DF9547_MARK LOGO: WIDT  
 DF9547_PROJECTION: FLUSH
 DF9547_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9547+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2006
 DF9547
 DF9547  HISTORY     - Date     Condition        Report By
 DF9547  HISTORY     - 2001     MONUMENTED       WIDT
 DF9547  HISTORY     - 20060420 GOOD             JCLS
 DF9547
 DF9547                          STATION DESCRIPTION
 DF9547
 DF9547'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9547'THE STATION IS LOCATED IN THE CITY OF MILWAUKEE. OWNERSHIP--WISCONSIN
 DF9547'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 DF9547'OF INTERSTATE HIGHWAY 43 WITH STATE HIGHWAY 100 IN THE VILLAGE OF
 DF9547'HALES CORNERS, GO NORTH ON STATE HIGHWAY 100 FOR 2.0 KM TO BELOIT
 DF9547'ROAD, TURN RIGHT AND GO NORTHEAST FOR 0.7 KM TO THE STATION ON THE
 DF9547'LEFT IN THE MEDIAN. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9547'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9547'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT
 DF9547'LEVEL WITH THE ROAD PAVEMENT. THE STATION IS 8.0 M SOUTHEAST OF THE
 DF9547'CENTERLINE OF THE SOUTHBOUND LANES OF BELOIT ROAD, 6.7 M NORTHWEST OF
 DF9547'THE CENTERLINE OF THE NORTHBOUND LANES OF BELOIT ROAD, 50.0 M
 DF9547'SOUTHWEST OF EXTENDED CENTERLINE OF THE ON-RAMP TO I-894 EAST AND US
 DF9547'HIGHWAY 45 SOUTH, 37.7 M SOUTH OF THE TOP CENTER OF A MANHOLE COVER,
 DF9547'31.9 M SOUTH OF A LIGHT POLE, AND 22.3 M NORTH-NORTHWEST OF TELEPHONE
 DF9547'PEDISTAL --98-U-3931--.  ---NOTE---THE STATION IS 1.2 M NORTH OF A
 DF9547'WHITE PLASTIC WITNESS POST.  ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9547'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9547
 DF9547                          STATION RECOVERY (2006)
 DF9547
 DF9547'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 DF9547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5468 ***********************************************************************
 DH5468  DESIGNATION -  GREENFIELD W GPS
 DH5468  PID         -  DH5468
 DH5468  STATE/COUNTY-  WI/SAUK
 DH5468  USGS QUAD   -  BARABOO (1981)
 DH5468
 DH5468                         *CURRENT SURVEY CONTROL
 DH5468  ___________________________________________________________________
 DH5468* NAD 83(1997)-  43 25 51.57301(N)    089 42 22.97991(W)     ADJUSTED  
 DH5468* NAVD 88     -                                                        
 DH5468  ___________________________________________________________________
 DH5468  X           -      23,774.912 (meters)                     COMP
 DH5468  Y           -  -4,639,348.677 (meters)                     COMP
 DH5468  Z           -   4,362,627.380 (meters)                     COMP
 DH5468  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 DH5468  ELLIP HEIGHT-         334.75  (meters)          (08/01/05) GPS OBS
 DH5468  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 DH5468
 DH5468  HORZ ORDER  -  FIRST
 DH5468  ELLP ORDER  -  SECOND    CLASS I
 DH5468
 DH5468.The horizontal coordinates were established by GPS observations
 DH5468.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5468
 DH5468
 DH5468.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5468
 DH5468.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5468
 DH5468.The ellipsoidal height was determined by GPS observations
 DH5468.and is referenced to NAD 83.
 DH5468
 DH5468.The geoid height was determined by GEOID03.
 DH5468
 DH5468;                    North         East     Units Scale Factor Converg.
 DH5468;SPC WI S     -   159,011.454   623,772.121   MT  0.99993268   +0 12 06.3
 DH5468;SPC WI S     -   521,690.08  2,046,492.37   sFT  0.99993268   +0 12 06.3
 DH5468;UTM  16      - 4,812,235.590   280,950.649   MT  1.00019026   -1 51 40.8
 DH5468
 DH5468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5468!SPC WI S     -   0.99994751  x   0.99993268  =   0.99988019
 DH5468!UTM  16      -   0.99994751  x   1.00019026  =   1.00013776
 DH5468
 DH5468                          SUPERSEDED SURVEY CONTROL
 DH5468
 DH5468.No superseded survey control is available for this station.
 DH5468
 DH5468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP8095112236(NAD 83)
 DH5468_MARKER: DD = SURVEY DISK
 DH5468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5468_STAMPING: GREENFIELD W GPS 2004
 DH5468_MARK LOGO: WIDT  
 DH5468_PROJECTION: FLUSH
 DH5468_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5468+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH5468
 DH5468  HISTORY     - Date     Condition        Report By
 DH5468  HISTORY     - 2003     MONUMENTED       WIDT
 DH5468  HISTORY     - 20051228 GOOD             WIDT
 DH5468
 DH5468                          STATION DESCRIPTION
 DH5468
 DH5468'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5468'OWNERSHIP--SAUK COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5468'STATE HIGHWAY 78  WITH STATE HIGHWAY 113 ABOUT 3 MI WEST OF THE
 DH5468'VILLAGE OF MERRIMAC, GO NORTH ON STATE  HIGHWAY 113 FOR 4.4 MI TO
 DH5468'COUNTY HIGHWAY DL, TURN LEFT AND GO WEST ON COUNTY HIGHWAY  DL FOR 0.5
 DH5468'MI TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DH5468'DEPARTMENT  OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH5468'IN THE TOP OF A 41-CM  DIAMETER CONCRETE POST ABOUT LEVEL WITH HIGHWAY
 DH5468'PAVEMENT.  THE STATION IS 9.1 M NORTH  OF THE CENTERLINE OF COUNTY
 DH5468'HIGHWAY DL, 19.0 M WEST OF A METAL POST FOR A --R/W-- SIGN, 2 M  SOUTH
 DH5468'OF A CULTIVATED FIELD, 1.0 M EAST OF AN ORANGE 4X4 PLASTIC WITNESS
 DH5468'POST, AND 0.9 M  WEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DH5468'---NOTE---THIS STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER
 DH5468'THAN 15 DEGREES ABOVE THE HORIZON.
 DH5468
 DH5468                          STATION RECOVERY (2005)
 DH5468
 DH5468'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5468'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0902 ***********************************************************************
 PN0902  DESIGNATION -  GREENLEAF
 PN0902  PID         -  PN0902
 PN0902  STATE/COUNTY-  WI/BROWN
 PN0902  USGS QUAD   -  GREENLEAF (1992)
 PN0902
 PN0902                         *CURRENT SURVEY CONTROL
 PN0902  ___________________________________________________________________
 PN0902* NAD 83(1991)-  44 20 12.79858(N)    088 03 52.82974(W)     ADJUSTED  
 PN0902* NAVD 88     -       294.     (meters)     965.     (feet)  SCALED    
 PN0902  ___________________________________________________________________
 PN0902  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 PN0902  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 PN0902
 PN0902  HORZ ORDER  -  SECOND
 PN0902
 PN0902.The horizontal coordinates were established by classical geodetic methods
 PN0902.and adjusted by the National Geodetic Survey in November 1991..
 PN0902
 PN0902.The orthometric height was scaled from a topographic map.
 PN0902
 PN0902.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0902
 PN0902.The geoid height was determined by GEOID03.
 PN0902
 PN0902;                    North         East     Units Scale Factor Converg.
 PN0902;SPC WI C     -    57,793.241   754,327.075   MT  0.99998471   +1 21 55.9
 PN0902;SPC WI C     -   189,609.99  2,474,821.41   sFT  0.99998471   +1 21 55.9
 PN0902;SPC WI S     -   261,412.628   754,340.394   MT  1.00006612   +1 19 47.2
 PN0902;SPC WI S     -   857,651.26  2,474,865.11   sFT  1.00006612   +1 19 47.2
 PN0902;UTM  16      - 4,909,842.561   415,124.987   MT  0.99968859   -0 44 38.8
 PN0902
 PN0902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0902!SPC WI C     -   0.99995957  x   0.99998471  =   0.99994428
 PN0902!SPC WI S     -   0.99995957  x   1.00006612  =   1.00002568
 PN0902!UTM  16      -   0.99995957  x   0.99968859  =   0.99964817
 PN0902
 PN0902:                Primary Azimuth Mark                     Grid Az
 PN0902:SPC WI C     -  GREEN BAY TV STA WBAY MAST               030 31 05.0
 PN0902:SPC WI S     -  GREEN BAY TV STA WBAY MAST               030 33 13.7
 PN0902:UTM  16      -  GREEN BAY TV STA WBAY MAST               032 37 39.7
 PN0902
 PN0902|---------------------------------------------------------------------|
 PN0902| PID    Reference Object                     Distance      Geod. Az  |
 PN0902|                                                           dddmmss.s |
 PN0902| PN0897 GREEN BAY TV STA WBAY MAST          APPROX. 9.5 KM 0315300.9 |
 PN0902| PM0504 GREEN BAY RADIO WJPG FM MAST        APPROX.10.8 KM 0351410.9 |
 PN0902| CJ5033 GREENLEAF RM 1                       29.810 METERS 19720     |
 PN0902| CJ5032 GREENLEAF AZ MK                                    2060217.4 |
 PN0902| CJ5034 GREENLEAF RM 2                       23.074 METERS 28433     |
 PN0902|---------------------------------------------------------------------|
 PN0902
 PN0902                          SUPERSEDED SURVEY CONTROL
 PN0902
 PN0902  NAD 83(1986)-  44 20 12.79127(N)    088 03 52.81970(W) AD(       ) 2
 PN0902  NAD 27      -  44 20 12.82000(N)    088 03 52.45800(W) AD(       ) 2
 PN0902
 PN0902.Superseded values are not recommended for survey control.
 PN0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0902.See file dsdata.txt to determine how the superseded data were derived.
 PN0902
 PN0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1512509843(NAD 83)
 PN0902_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PN0902_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 PN0902
 PN0902  HISTORY     - Date     Condition        Report By
 PN0902  HISTORY     - 1953     MONUMENTED       CGS
 PN0902  HISTORY     - 20040330 MARK NOT FOUND   USPSQD
 PN0902
 PN0902                          STATION DESCRIPTION
 PN0902
 PN0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PN0902'STATION IS LOCATED ON THE PROPERTY OF ROBERT STRENN ABOUT
 PN0902'7 MILES SOUTH OF DE PERE AND ABOUT 2 MILES NORTHEAST OF GREENLEAF.
 PN0902'IT IS 51 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 39 FEET
 PN0902'SOUTHEAST OF A TELEPHONE POLE AND 28 FEET EAST OF A FENCE
 PN0902'AND WHITE WITNESS POST.  THE MARK IS 16 INCHES UNDERGROUND AND
 PN0902'THE DISK IS STAMPED GREENLEAF 1953.
 PN0902'
 PN0902'REFERENCE MARK NO. 1 IS 23 FEET EAST OF THE CENTER OF THE GRAVEL
 PN0902'ROAD AND 1 FOOT EAST OF THE FENCE.  THE MARK PROJECTS ABOUT
 PN0902'6 INCHES AND THE DISK IS STAMPED GREENLEAF NO 1 1953.
 PN0902'
 PN0902'REFERENCE MARK NO. 2 IS IN A FENCE LINE 25 FEET WEST OF THE
 PN0902'CENTER OF THE GRAVEL ROAD.  THE MARK PROJECTS ABOUT 3 INCHES
 PN0902'AND THE DISK IS STAMPED GREENLEAF NO 2 1953.
 PN0902'
 PN0902'AZIMUTH MARK IS 29 FEET EAST OF THE CENTER OF A GRAVEL ROAD,
 PN0902'29 FEET NORTH OF THE CENTER OF A GRAVEL FARM LANE, 2 FEET
 PN0902'NORTHWEST OF A POWER POLE AND 2 FEET NORTH OF A WHITE WITNESS
 PN0902'POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 PN0902'GREENLEAF 1953.
 PN0902'
 PN0902'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 57
 PN0902'AND 96 IN GREENLEAF, GO EAST ON HIGHWAY 96 FOR 1.2 MILES
 PN0902'TO A CROSSROAD, COUNTY HIGHWAY PP TO THE RIGHT AND A GRAVEL
 PN0902'ROAD LEFT.  TURN LEFT AND GO NORTH AND EAST ON GRAVEL ROAD
 PN0902'FOR 1.1 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 PN0902'CONTINUE NORTH ON THE GRAVEL ROAD FOR 0.7 MILE TO THE STATION
 PN0902'ON THE RIGHT AS DESCRIBED.
 PN0902'
 PN0902'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 PN0902
 PN0902                          STATION RECOVERY (2004)
 PN0902
 PN0902'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0902'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF6093 ***********************************************************************
 DF6093  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6093  DESIGNATION -  GREENVILLE N GPS
 DF6093  PID         -  DF6093
 DF6093  STATE/COUNTY-  WI/OUTAGAMIE
 DF6093  USGS QUAD   -  GREENVILLE (1992)
 DF6093
 DF6093                         *CURRENT SURVEY CONTROL
 DF6093  ___________________________________________________________________
 DF6093* NAD 83(1997)-  44 19 49.48943(N)    088 33 12.19385(W)     ADJUSTED  
 DF6093* NAVD 88     -       273.86   (meters)     898.5    (feet)  GPS OBS   
 DF6093  ___________________________________________________________________
 DF6093  X           -     115,373.497 (meters)                     COMP
 DF6093  Y           -  -4,568,609.969 (meters)                     COMP
 DF6093  Z           -   4,434,593.823 (meters)                     COMP
 DF6093  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 DF6093  ELLIP HEIGHT-         237.55  (meters)          (06/11/03) GPS OBS
 DF6093  GEOID HEIGHT-         -36.31  (meters)                     GEOID03
 DF6093
 DF6093  HORZ ORDER  -  FIRST
 DF6093  ELLP ORDER  -  THIRD     CLASS I
 DF6093
 DF6093.The horizontal coordinates were established by GPS observations
 DF6093.and adjusted by the National Geodetic Survey in June 2003..
 DF6093
 DF6093.The orthometric height was determined by GPS observations and a
 DF6093.high-resolution geoid model using precise GPS observation and
 DF6093.processing techniques.
 DF6093
 DF6093.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6093
 DF6093.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6093
 DF6093.The ellipsoidal height was determined by GPS observations
 DF6093.and is referenced to NAD 83.
 DF6093
 DF6093.The geoid height was determined by GEOID03.
 DF6093
 DF6093;                    North         East     Units Scale Factor Converg.
 DF6093;SPC WI C     -    56,262.363   715,373.721   MT  0.99998577   +1 01 14.5
 DF6093;SPC WI C     -   184,587.44  2,347,021.95   sFT  0.99998577   +1 01 14.5
 DF6093;UTM  16      - 4,909,745.567   376,151.418   MT  0.99978864   -1 05 08.3
 DF6093
 DF6093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6093!SPC WI C     -   0.99996275  x   0.99998577  =   0.99994852
 DF6093!UTM  16      -   0.99996275  x   0.99978864  =   0.99975140
 DF6093
 DF6093                          SUPERSEDED SURVEY CONTROL
 DF6093
 DF6093.No superseded survey control is available for this station.
 DF6093
 DF6093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ7615109746(NAD 83)
 DF6093_MARKER: DD = SURVEY DISK
 DF6093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6093_STAMPING: GREENVILLE N GPS 1993
 DF6093_MARK LOGO: WI-087
 DF6093_PROJECTION: FLUSH
 DF6093_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6093+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2005
 DF6093
 DF6093  HISTORY     - Date     Condition        Report By
 DF6093  HISTORY     - 1993     MONUMENTED       WI-087
 DF6093  HISTORY     - 2002     GOOD             WIDT
 DF6093  HISTORY     - 20030702 GOOD             USPSQD
 DF6093  HISTORY     - 20050712 GOOD             WIDT
 DF6093
 DF6093                          STATION DESCRIPTION
 DF6093
 DF6093'DESCRIBED BY WI DEPT OF TRANSP 2002 (DJH)
 DF6093'THE STATION IS LOCATED ABOUT 13 KM NORTHWEST OF APPLETON, 7 KM EAST OF
 DF6093'HORTONVILLE,
 DF6093'AND ABOUT 4 KM NORTHWEST OF GREENVILLE.  OWNERSHIP--OUTAGAMIE COUNTY.
 DF6093'TO REACH THE
 DF6093'STATION FROM THE JUNCTION OF US HIGHWAY 45 WITH STATE HIGHWAY 76 IN
 DF6093'THE COMMUNITY OF
 DF6093'GREENVILLE, GO NORTH ON STATE HIGHWAY 76 FOR 3 KM TO COUNTY HIGHWAY
 DF6093'JJ, TURN LEFT AND
 DF6093'GO WEST ON COUNTY HIGHWAY JJ FOR 1.3 KM TO THE STATION ON THE RIGHT.
 DF6093'THE STATION IS A
 DF6093'BRONZE WISCONSIN DEPARTMENTOF TRANSPORTATION CONTROL STATION DISK SET
 DF6093'IN THE TOP OF
 DF6093'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8 M AND ABOUT 0.5 M
 DF6093'BELOW THE HIGHWAY
 DF6093'PAVEMENT.  THE STATION IS 11.4 M NORTH OF THE CENTERLINE OF COUNTY
 DF6093'HIGHWAY JJ, 297 M EAST
 DF6093'OF THE CENTERLINE OF IMMEL ROAD, 53.1 M NORTHEAST OF A POWER POLE
 DF6093'--70-5973--, 44.6 M
 DF6093'NORTHWEST OF A POWER POLE --70-5972--, 1 M SOUTH OF A CULTIVATED
 DF6093'FIELD, 0.7 M SOUTH OF A
 DF6093'STEEL WITNESS POST, 1.0 M EAST AND 1.0 M WEST OF TWO 4X4 ORANGE
 DF6093'PLASTIC WITNESS POSTS.
 DF6093'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF6093'THAN 15 DEGREES ABOVE
 DF6093'THE HORIZON.
 DF6093' 
 DF6093' 
 DF6093' 
 DF6093' 
 DF6093' 
 DF6093'
 DF6093
 DF6093                          STATION RECOVERY (2003)
 DF6093
 DF6093'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6093'RECOVERED IN GOOD CONDITION.
 DF6093
 DF6093                          STATION RECOVERY (2005)
 DF6093
 DF6093'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DF6093'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF6118 ***********************************************************************
 DF6118  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6118  DESIGNATION -  GREENVILLE S GPS
 DF6118  PID         -  DF6118
 DF6118  STATE/COUNTY-  WI/OUTAGAMIE
 DF6118  USGS QUAD   -  OSHKOSH NE (1992)
 DF6118
 DF6118                         *CURRENT SURVEY CONTROL
 DF6118  ___________________________________________________________________
 DF6118* NAD 83(1997)-  44 14 39.79469(N)    088 32 21.13588(W)     ADJUSTED  
 DF6118* NAVD 88     -       272.61   (meters)     894.4    (feet)  GPS OBS   
 DF6118  ___________________________________________________________________
 DF6118  X           -     116,674.530 (meters)                     COMP
 DF6118  Y           -  -4,575,253.128 (meters)                     COMP
 DF6118  Z           -   4,427,749.865 (meters)                     COMP
 DF6118  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 DF6118  ELLIP HEIGHT-         236.28  (meters)          (06/11/03) GPS OBS
 DF6118  GEOID HEIGHT-         -36.34  (meters)                     GEOID03
 DF6118
 DF6118  HORZ ORDER  -  FIRST
 DF6118  ELLP ORDER  -  THIRD     CLASS I
 DF6118
 DF6118.The horizontal coordinates were established by GPS observations
 DF6118.and adjusted by the National Geodetic Survey in June 2003..
 DF6118
 DF6118.The orthometric height was determined by GPS observations and a
 DF6118.high-resolution geoid model using precise GPS observation and
 DF6118.processing techniques.
 DF6118
 DF6118.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6118
 DF6118.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6118
 DF6118.The ellipsoidal height was determined by GPS observations
 DF6118.and is referenced to NAD 83.
 DF6118
 DF6118.The geoid height was determined by GEOID03.
 DF6118
 DF6118;                    North         East     Units Scale Factor Converg.
 DF6118;SPC WI C     -    46,725.164   716,676.687   MT  1.00000107   +1 01 50.5
 DF6118;SPC WI C     -   153,297.48  2,351,296.76   sFT  1.00000107   +1 01 50.5
 DF6118;UTM  16      - 4,900,168.909   377,102.907   MT  0.99978575   -1 04 26.6
 DF6118
 DF6118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6118!SPC WI C     -   0.99996295  x   1.00000107  =   0.99996402
 DF6118!UTM  16      -   0.99996295  x   0.99978575  =   0.99974871
 DF6118
 DF6118                          SUPERSEDED SURVEY CONTROL
 DF6118
 DF6118.No superseded survey control is available for this station.
 DF6118
 DF6118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ7710300169(NAD 83)
 DF6118_MARKER: DD = SURVEY DISK
 DF6118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6118_STAMPING: GREENVILLE S GPS 1993
 DF6118_MARK LOGO: WI-087
 DF6118_PROJECTION: FLUSH
 DF6118_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6118+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 DF6118
 DF6118  HISTORY     - Date     Condition        Report By
 DF6118  HISTORY     - 1993     MONUMENTED       WI-087
 DF6118  HISTORY     - 2001     GOOD             WIDT
 DF6118  HISTORY     - 20030625 GOOD             USPSQD
 DF6118  HISTORY     - 20040725 GOOD             USPSQD
 DF6118  HISTORY     - 20060112 GOOD             WIDT
 DF6118
 DF6118                          STATION DESCRIPTION
 DF6118
 DF6118'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF6118'THIS STATION IS LOCATED ABOUT 10 KM SOUTHWEST OF APPLETON, 9 KM
 DF6118'NORTHEAST OF NEENAH,
 DF6118'AND 6 KM SOUTH OF GREENVILLE.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 DF6118'TRANSPORTATION.  TO
 DF6118'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 45 NORTH AND US
 DF6118'HIGHWAY 10 WEST
 DF6118'(MUNICIPAL DRIVE) WITH US HIGHWAY 10 EAST (STATE HIGHWAY 441 AND
 DF6118'COUNTY HIGHWAY Q),
 DF6118'ABOUT 12 KM SOUTHWEST OF THE CITY OF APPLETON, GO NORTH ON US HIGHWAY
 DF6118'45 NORTH (US
 DF6118'HIGHWAY 10 WEST AND MUNICIPAL DRIVE) FOR 3.0 KM TO COUNTY HIGHWAY BB
 DF6118'(WINNEGAMIE DRIVE)
 DF6118'AND THE STATION IS LOCATED IN THE NORTHWEST QUADRANT OF THE
 DF6118'INTERSECTION.  THE STATION
 DF6118'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GPS GEODETIC
 DF6118'CONTROL MARKER DISK
 DF6118'SET IN THE TOP OF A 41-CM ROUND CONCRETE POST ABOUT 1.0 M BELOW
 DF6118'HIGHWAY PAVEMENT.  THE
 DF6118'STATION IS 16.8 M WEST-NORTHWEST OF THE CENTERLINE OF US HIGHWAY 45
 DF6118'NORTH (US HIGHWAY
 DF6118'10 WEST), 50.0 M NORTH-NORTHEAST OF THE CENTERLINE OF COUNTY HIGHWAY
 DF6118'BB (WINNEGAMIE
 DF6118'DRIVE), 18.1 M EAST OF THE CENTERLINE OF SHAGBARK WAY, 14.4 M NORTH OF
 DF6118'A WOOD POST FOR A
 DF6118'--COUNTY HIGHWAY BB LEFT TURN-- SIGN, 0.5 M EAST OF A METAL WITNESS
 DF6118'POST, 1.0 M WEST, 1.0 M
 DF6118'SOUTH, AND 1.0 M NORTH OF THREE 4X4 ORANGE PLASTIC WITNESS POSTS.
 DF6118'---NOTE---THIS STATION
 DF6118'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DF6118'HORIZON.
 DF6118' 
 DF6118' 
 DF6118' 
 DF6118' 
 DF6118'
 DF6118
 DF6118                          STATION RECOVERY (2003)
 DF6118
 DF6118'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6118'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS LOCATED IN THE
 DF6118'CENTER OF A TRIANGLE FORMED BY THREE ORANGE PLASTIC GUARD POSTS.
 DF6118
 DF6118                          STATION RECOVERY (2004)
 DF6118
 DF6118'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 DF6118'RECOVERED IN GOOD CONDITION.  THE STATION IS AMONGST 10 FEET TALL CAT
 DF6118'TAILS.  IT IS ALSO LOCATED ABOUT 15 FEET EAST OF THE SECOND EVERGREEN
 DF6118'TREE FROM THE SOUTH IN A LINE OF EVERGREEN TREES.  NOTE--  HIGHWAY 45
 DF6118'IS NOW HIGHWAY 76.
 DF6118
 DF6118                          STATION RECOVERY (2006)
 DF6118
 DF6118'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF6118'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M WEST, 1.0 M
 DF6118'SOUTHEAST, AND 1.0 M SOUTHWEST OF THREE ORANGE 4X4 PLASTIC GUARD POSTS
 DF6118'AND 0.5 M EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0483 ***********************************************************************
 QN0483  DESIGNATION -  GREENWOOD
 QN0483  PID         -  QN0483
 QN0483  STATE/COUNTY-  WI/TAYLOR
 QN0483  USGS QUAD   -  RIB RIVER LOOKOUT TO (1981)
 QN0483
 QN0483                         *CURRENT SURVEY CONTROL
 QN0483  ___________________________________________________________________
 QN0483* NAD 83(1991)-  45 14 14.45544(N)    090 10 13.70246(W)     ADJUSTED  
 QN0483* NAVD 88     -       465.     (meters)    1526.     (feet)  SCALED    
 QN0483  ___________________________________________________________________
 QN0483  LAPLACE CORR-          -6.62  (seconds)                    DEFLEC99
 QN0483  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 QN0483
 QN0483  HORZ ORDER  -  FIRST
 QN0483
 QN0483.The horizontal coordinates were established by classical geodetic methods
 QN0483.and adjusted by the National Geodetic Survey in November 1991..
 QN0483
 QN0483.The orthometric height was scaled from a topographic map.
 QN0483
 QN0483.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0483
 QN0483.The geoid height was determined by GEOID03.
 QN0483
 QN0483;                    North         East     Units Scale Factor Converg.
 QN0483;SPC WI C     -   156,029.392   586,614.898   MT  0.99996055   -0 07 13.0
 QN0483;SPC WI C     -   511,906.43  1,924,585.71   sFT  0.99996055   -0 07 13.0
 QN0483;UTM  15      - 5,013,212.654   722,086.741   MT  1.00020649   +2 00 35.5
 QN0483
 QN0483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0483!SPC WI C     -   0.99993207  x   0.99996055  =   0.99989262
 QN0483!UTM  15      -   0.99993207  x   1.00020649  =   1.00013854
 QN0483
 QN0483:                Primary Azimuth Mark                     Grid Az
 QN0483:SPC WI C     -  RIB RIVER LOOKOUT TOWER                  012 26 19.8
 QN0483:UTM  15      -  RIB RIVER LOOKOUT TOWER                  010 18 31.3
 QN0483
 QN0483|---------------------------------------------------------------------|
 QN0483| PID    Reference Object                     Distance      Geod. Az  |
 QN0483|                                                           dddmmss.s |
 QN0483| QN0484 RIB RIVER LOOKOUT TOWER             APPROX. 0.5 KM 0121906.8 |
 QN0483| CJ5035 GREENWOOD AZ MK                                    0184255.0 |
 QN0483| CJ5036 GREENWOOD RM 1                       32.577 METERS 10203     |
 QN0483| CJ5037 GREENWOOD RM 2                       30.480 METERS 23003     |
 QN0483|---------------------------------------------------------------------|
 QN0483
 QN0483                          SUPERSEDED SURVEY CONTROL
 QN0483
 QN0483  NAD 83(1986)-  45 14 14.45423(N)    090 10 13.70275(W) AD(       ) 1
 QN0483  NAD 27      -  45 14 14.58100(N)    090 10 13.18200(W) AD(       ) 1
 QN0483
 QN0483.Superseded values are not recommended for survey control.
 QN0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0483.See file dsdata.txt to determine how the superseded data were derived.
 QN0483
 QN0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL2208713213(NAD 83)
 QN0483_MARKER: DS = TRIANGULATION STATION DISK
 QN0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0483
 QN0483  HISTORY     - Date     Condition        Report By
 QN0483  HISTORY     - 1952     MONUMENTED       CGS
 QN0483  HISTORY     - 1970     GOOD             WIDT
 QN0483
 QN0483                          STATION DESCRIPTION
 QN0483
 QN0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QN0483'THE STATION IS LOCATED ABOUT 15.5 MILES NORTH-NORTHWEST OF
 QN0483'ATHENS, 5.5 MILES SOUTH-SOUTHEAST OF RIB LAKE AND 0.3 MILE
 QN0483'SOUTH OF THE RIB RIVER LOOKOUT TOWER IN A WOODED AREA OWNED
 QN0483'BY ALBERT STEINMAN.
 QN0483'
 QN0483'TO REACH THE STATION FROM RIB LAKE, GO EAST ON STATE HIGHWAY
 QN0483'102 FOR 2.0 MILES TO A CROSSROADS.  TURN RIGHT, GO SOUTH 5.7
 QN0483'MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED BELOW.
 QN0483'CONTINUE SOUTH 0.25 MILE TO A CROSSROADS.  TURN RIGHT, GO WEST
 QN0483'0.15 MILE TO THE STATION ON THE RIGHT.
 QN0483'
 QN0483'THE STATION MARK IS STAMPED GREENWOOD 1952.  IT IS A STANDARD
 QN0483'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND
 QN0483'IS 48 FEET NORTH OF THE CENTERLINE OF A GRAVEL ROAD AND 2.5
 QN0483'FEET NORTHEAST OF A WHITE WITNESS POST.
 QN0483'
 QN0483'REFERENCE MARK 1 IS STAMPED GREENWOOD NO 1 1952.  IT IS A
 QN0483'STANDARD DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 8
 QN0483'INCHES AND IS 18 FEET NORTH OF THE CENTERLINE OF A GRAVEL ROAD.
 QN0483'
 QN0483'REFERENCE MARK 2 IS STAMPED GREENWOOD NO 2 1952.  IT IS A
 QN0483'STANDARD DISK SET IN A CONCRETE MONUMENT THAT PROJECTS
 QN0483'8 INCHES, IS 18 FEET SOUTH OF THE CENTERLINE OF A GRAVEL
 QN0483'ROAD AND 1 FOOT SOUTH OF A WIRE FENCE.
 QN0483'
 QN0483'THE AZIMUTH MARK IS STAMPED GREENWOOD 1952.  IT IS A STANDARD
 QN0483'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 5 INCHES, IS
 QN0483'SET 54 FEET NORTH OF A LANE THAT IS THE ENTRANCE TO A FARM
 QN0483'RESIDENCE, 33 FEET WEST OF THE CENTERLINE OF A GRAVEL ROAD,
 QN0483'3 FEET NORTHWEST OF A WHITE WITNESS POST AND 2.5 FEET SOUTHWEST
 QN0483'OF POWERLINE POLE NUMBER 133.
 QN0483'
 QN0483'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 QN0483
 QN0483                          STATION RECOVERY (1970)
 QN0483
 QN0483'RECOVERY NOTE BY WI DEPT OF TRANSP 1970 (ELH)
 QN0483'DESCRIPTION ADEQUATE.  STATION AND REFERENCE MARK FOUND AS
 QN0483'DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5080 ***********************************************************************
 DH5080  DESIGNATION -  GREENWOOD C GPS
 DH5080  PID         -  DH5080
 DH5080  STATE/COUNTY-  WI/VERNON
 DH5080  USGS QUAD   -  YUBA (1983)
 DH5080
 DH5080                         *CURRENT SURVEY CONTROL
 DH5080  ___________________________________________________________________
 DH5080* NAD 83(1997)-  43 35 44.30543(N)    090 24 18.20976(W)     ADJUSTED  
 DH5080* NAVD 88     -                                                        
 DH5080  ___________________________________________________________________
 DH5080  X           -     -32,709.542 (meters)                     COMP
 DH5080  Y           -  -4,626,710.906 (meters)                     COMP
 DH5080  Z           -   4,375,906.324 (meters)                     COMP
 DH5080  LAPLACE CORR-          -6.51  (seconds)                    DEFLEC99
 DH5080  ELLIP HEIGHT-         352.19  (meters)          (08/01/05) GPS OBS
 DH5080  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 DH5080
 DH5080  HORZ ORDER  -  FIRST
 DH5080  ELLP ORDER  -  SECOND    CLASS I
 DH5080
 DH5080.The horizontal coordinates were established by GPS observations
 DH5080.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5080
 DH5080
 DH5080.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5080
 DH5080.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5080
 DH5080.The ellipsoidal height was determined by GPS observations
 DH5080.and is referenced to NAD 83.
 DH5080
 DH5080.The geoid height was determined by GEOID03.
 DH5080
 DH5080;                    North         East     Units Scale Factor Converg.
 DH5080;SPC WI S     -   177,340.677   567,294.136   MT  0.99993829   -0 16 41.9
 DH5080;SPC WI S     -   581,825.20  1,861,197.51   sFT  0.99993829   -0 16 41.9
 DH5080;UTM  15      - 4,830,235.013   709,458.508   MT  1.00013968   +1 47 24.1
 DH5080
 DH5080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5080!SPC WI S     -   0.99994478  x   0.99993829  =   0.99988307
 DH5080!UTM  15      -   0.99994478  x   1.00013968  =   1.00008445
 DH5080
 DH5080                          SUPERSEDED SURVEY CONTROL
 DH5080
 DH5080.No superseded survey control is available for this station.
 DH5080
 DH5080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0945930235(NAD 83)
 DH5080_MARKER: DD = SURVEY DISK
 DH5080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5080_STAMPING: GREENWOOD C GPS 2004
 DH5080_MARK LOGO: WIDT  
 DH5080_PROJECTION: FLUSH
 DH5080_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5080+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5080
 DH5080  HISTORY     - Date     Condition        Report By
 DH5080  HISTORY     - 2003     MONUMENTED       WIDT
 DH5080
 DH5080                          STATION DESCRIPTION
 DH5080
 DH5080'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5080'OWNERSHIP--VERNON COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5080'STATE HIGHWAY 80  WITH COUNTY HIGHWAY V WEST AND COUNTY HIGHWAY EE
 DH5080'ABOUT 4 MI SOUTH OF THE CITY OF  HILLSBORO, GO WEST ON COUNTY HIGHWAY
 DH5080'V WEST FOR 2.2 MI TO ST. PATRICKS ROAD ON  THE RIGHT , CONTINUE WEST
 DH5080'ON COUNTY HIGHWAY V FOR 0.6 MI TO THE STATION ON THE RIGHT.   THE
 DH5080'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH5080'SURVEY  CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DH5080'CONCRETE POST ABOUT 1 M  ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS
 DH5080'8.4 M NORTH OF THE CENTERLINE OF COUNTY  HIGHWAY V, 35.9 M
 DH5080'EAST-NORTHEAST OF POWER POLE --3K20W18--, 62 M WEST OF THE CENTERLINE
 DH5080'OF A FIELD ENTRANCE, 1 M WEST OF A BARBED WIRE FENCE, AND 1.0 M EAST
 DH5080'AND WEST OF TWO  ORANGE 4X4 PLASTIC WITNESS POSTS.  ---NOTE---THIS
 DH5080'STATION HAS NO VISIBLE OBSTRUCTIONS  EXTENDING HIGHER THAN 15 DEGREES
 DH5080'ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5133 ***********************************************************************
 DH5133  DESIGNATION -  GREENWOOD E GPS
 DH5133  PID         -  DH5133
 DH5133  STATE/COUNTY-  WI/VERNON
 DH5133  USGS QUAD   -  VALTON (1983)
 DH5133
 DH5133                         *CURRENT SURVEY CONTROL
 DH5133  ___________________________________________________________________
 DH5133* NAD 83(1997)-  43 33 56.18617(N)    090 18 40.42737(W)     ADJUSTED  
 DH5133* NAVD 88     -                                                        
 DH5133  ___________________________________________________________________
 DH5133  X           -     -25,145.236 (meters)                     COMP
 DH5133  Y           -  -4,629,060.552 (meters)                     COMP
 DH5133  Z           -   4,373,490.786 (meters)                     COMP
 DH5133  LAPLACE CORR-          -6.64  (seconds)                    DEFLEC99
 DH5133  ELLIP HEIGHT-         354.79  (meters)          (08/01/05) GPS OBS
 DH5133  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 DH5133
 DH5133  HORZ ORDER  -  FIRST
 DH5133  ELLP ORDER  -  SECOND    CLASS I
 DH5133
 DH5133.The horizontal coordinates were established by GPS observations
 DH5133.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5133
 DH5133
 DH5133.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5133
 DH5133.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5133
 DH5133.The ellipsoidal height was determined by GPS observations
 DH5133.and is referenced to NAD 83.
 DH5133
 DH5133.The geoid height was determined by GEOID03.
 DH5133
 DH5133;                    North         East     Units Scale Factor Converg.
 DH5133;SPC WI S     -   173,971.568   574,857.688   MT  0.99993665   -0 12 49.8
 DH5133;SPC WI S     -   570,771.72  1,886,012.26   sFT  0.99993665   -0 12 49.8
 DH5133;UTM  15      - 4,827,140.344   717,140.418   MT  1.00018000   +1 51 13.6
 DH5133
 DH5133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5133!SPC WI S     -   0.99994437  x   0.99993665  =   0.99988102
 DH5133!UTM  15      -   0.99994437  x   1.00018000  =   1.00012436
 DH5133
 DH5133                          SUPERSEDED SURVEY CONTROL
 DH5133
 DH5133.No superseded survey control is available for this station.
 DH5133
 DH5133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ1714027140(NAD 83)
 DH5133_MARKER: DD = SURVEY DISK
 DH5133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5133_STAMPING: GREENWOOD E GPS 2004
 DH5133_MARK LOGO: WIDT  
 DH5133_PROJECTION: FLUSH
 DH5133_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5133+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5133
 DH5133  HISTORY     - Date     Condition        Report By
 DH5133  HISTORY     - 2003     MONUMENTED       WIDT
 DH5133
 DH5133                          STATION DESCRIPTION
 DH5133
 DH5133'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5133'OWNERSHIP--TOWN OF GREENWOOD.  TO REACH THE STATION FROM THE JUNCTION
 DH5133'OF STATE  HIGHWAY 80 AND COUNTY HIGHWAY V NORTH WITH COUNTY HIGHWAY V
 DH5133'SOUTH AND WESTERN  ROAD ABOUT 5 MI SOUTH OF THE CITY OF HILLSBORO, GO
 DH5133'EAST THEN SOUTH ON COUNTY HIGHWAY V  SOUTH FOR 1.5 MI TO HAVLIK ROAD
 DH5133'ON THE LEFT, TURN LEFT AND GO EAST ON HAVLIK ROAD FOR 1.1  MI TO
 DH5133'HOLLOWAY ROAD, TURN RIGHT AND GO SOUTH ON HOLLOWAY ROAD FOR 0.3 MI TO
 DH5133'THE  STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DH5133'DEPARTMENT OF TRANSPORTATION  GEODETIC SURVEY CONTROL STATION DISK SET
 DH5133'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST  ABOUT LEVEL WITH THE
 DH5133'ROAD PAVEMENT.  THE STATION IS 9.8 M WEST OF THE CENTERLINE OF
 DH5133'HOLLOWAY ROAD, 6 M NORTH OF THE CENTERLINE OF A FIELD ENTRANCE, 0.8 M
 DH5133'EAST OF A WOOD  POST FOR A FENCE LINE, AND 1.0 M NORTH AND SOUTH OF
 DH5133'TWO ORANGE 4X4 PLASTIC WITNESS  POSTS.  ---NOTE---THIS STATION HAS NO
 DH5133'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15  DEGREES ABOVE THE
 DH5133'HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE8645 ***********************************************************************
 AE8645  DESIGNATION -  GREENWOOD GPS
 AE8645  PID         -  AE8645
 AE8645  STATE/COUNTY-  WI/CLARK
 AE8645  USGS QUAD   -  LOYAL WEST (1979)
 AE8645
 AE8645                         *CURRENT SURVEY CONTROL
 AE8645  ___________________________________________________________________
 AE8645* NAD 83(1997)-  44 43 49.57788(N)    090 35 53.77968(W)     ADJUSTED  
 AE8645* NAVD 88     -       361.6    (meters)    1186.     (feet)  VERTCON   
 AE8645  ___________________________________________________________________
 AE8645  X           -     -47,394.102 (meters)                     COMP
 AE8645  Y           -  -4,538,709.372 (meters)                     COMP
 AE8645  Z           -   4,466,347.904 (meters)                     COMP
 AE8645  LAPLACE CORR-          -5.80  (seconds)                    DEFLEC99
 AE8645  ELLIP HEIGHT-         328.87  (meters)          (06/03/99) GPS OBS
 AE8645  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 AE8645
 AE8645  HORZ ORDER  -  FIRST
 AE8645  ELLP ORDER  -  THIRD     CLASS I
 AE8645
 AE8645.The horizontal coordinates were established by GPS observations
 AE8645.and adjusted by the National Geodetic Survey in June 1999..
 AE8645
 AE8645.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE8645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE8645
 AE8645.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8645
 AE8645.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8645
 AE8645.The ellipsoidal height was determined by GPS observations
 AE8645.and is referenced to NAD 83.
 AE8645
 AE8645.The geoid height was determined by GEOID03.
 AE8645
 AE8645;                    North         East     Units Scale Factor Converg.
 AE8645;SPC WI C     -    99,859.274   552,610.562   MT  0.99994392   -0 25 19.7
 AE8645;SPC WI C     -   327,621.63  1,813,023.15   sFT  0.99994392   -0 25 19.7
 AE8645;UTM  15      - 4,955,812.265   690,178.969   MT  1.00004478   +1 41 26.8
 AE8645
 AE8645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8645!SPC WI C     -   0.99994844  x   0.99994392  =   0.99989236
 AE8645!UTM  15      -   0.99994844  x   1.00004478  =   0.99999322
 AE8645
 AE8645                          SUPERSEDED SURVEY CONTROL
 AE8645
 AE8645  NAD 83(1991)-  44 43 49.57717(N)    090 35 53.77850(W) AD(       ) 1
 AE8645  ELLIP H (04/20/98)  328.89   (m)                       GP(       ) 3 1
 AE8645  NGVD 29 (04/20/98)  361.6    (m)         1186.     (f) GPS OBS        
 AE8645
 AE8645.Superseded values are not recommended for survey control.
 AE8645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8645.See file dsdata.txt to determine how the superseded data were derived.
 AE8645
 AE8645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK9017955812(NAD 83)
 AE8645_MARKER: DD = SURVEY DISK
 AE8645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8645_STAMPING: GREENWOOD GPS 1996
 AE8645_MARK LOGO: WI-019
 AE8645_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE8645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8645+STABILITY: SURFACE MOTION
 AE8645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8645+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE8645
 AE8645  HISTORY     - Date     Condition        Report By
 AE8645  HISTORY     - 1997     MONUMENTED       AYRES
 AE8645
 AE8645                          STATION DESCRIPTION
 AE8645
 AE8645'DESCRIBED BY AYRES ASSOCIATES 1997 (CMS)
 AE8645'THE STATION IS 19.0 KM (11.80 MI) AIR MILES NORTH 01 DEGREES WEST FROM
 AE8645'THE CLARK COUNTY COURTHOUSE, AND 8.05 KM (5.00 MI) WEST OF LOYAL, AND
 AE8645'4.0 KM (2.50 MI) SOUTH OF GREENWOOD. TO REACH THE STATION FROM THE
 AE8645'INTERSECTION OF STATE HIGHWAYS 73 AND 98, GO SOUTH ON HIGHWAY 73 FOR
 AE8645'0.50 KM (0.30 MI) TO THE STATION ON THE RIGHT. THE STATION IS A CLARK
 AE8645'COUNTY BRASS SURVEY DISK STAMPED ---GREENWOOD GPS 1996---, SET IN THE
 AE8645'TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND AND 9.1 M (29.9 FT)
 AE8645'WEST OF THE CENTERLINE OF HIGHWAY 73, AND DIRECTLY ACROSS THE STREET
 AE8645'FROM THE GARAGE FOR THE EATON TOWN HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0608 ***********************************************************************
 PO0608  DESIGNATION -  GREENWOOD MUNICIPAL TANK
 PO0608  PID         -  PO0608
 PO0608  STATE/COUNTY-  WI/CLARK
 PO0608  USGS QUAD   -  GREENWOOD (1982)
 PO0608
 PO0608                         *CURRENT SURVEY CONTROL
 PO0608  ___________________________________________________________________
 PO0608* NAD 83(1991)-  44 46 02.11967(N)    090 35 51.22034(W)     ADJUSTED  
 PO0608* NAVD 88     -                                                        
 PO0608  ___________________________________________________________________
 PO0608  LAPLACE CORR-          -6.34  (seconds)                    DEFLEC99
 PO0608  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 PO0608
 PO0608  HORZ ORDER  -  THIRD
 PO0608
 PO0608.The horizontal coordinates were established by classical geodetic methods
 PO0608.and adjusted by the National Geodetic Survey in November 1991..
 PO0608
 PO0608
 PO0608.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0608
 PO0608.The geoid height was determined by GEOID03.
 PO0608
 PO0608;                    North         East     Units Scale Factor Converg.
 PO0608;SPC WI C     -   103,949.892   552,696.980   MT  0.99994250   -0 25 17.9
 PO0608;SPC WI C     -   341,042.27  1,813,306.68   sFT  0.99994250   -0 25 17.9
 PO0608;UTM  15      - 4,959,903.703   690,114.466   MT  1.00004447   +1 41 32.5
 PO0608
 PO0608                          SUPERSEDED SURVEY CONTROL
 PO0608
 PO0608  NAD 83(1986)-  44 46 02.11736(N)    090 35 51.22830(W) AD(       ) 4
 PO0608  NAD 27      -  44 46 02.25800(N)    090 35 50.71500(W) AD(       ) 3
 PO0608
 PO0608.Superseded values are not recommended for survey control.
 PO0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0608.See file dsdata.txt to determine how the superseded data were derived.
 PO0608
 PO0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK9011459904(NAD 83)
 PO0608_MARKER: 53 = ELEVATED TANK
 PO0608
 PO0608  HISTORY     - Date     Condition        Report By
 PO0608  HISTORY     - 1934     FIRST OBSERVED   CGS
 PO0608
 PO0608                          STATION DESCRIPTION
 PO0608
 PO0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 PO0608'SILVER BALL ON TOP OF CENTER OF SILVER MUNICIPAL TANK IN
 PO0608'GREENWOOD, ABOUT 160 FEET EAST OF CENTER LINE OF ITS MAIN
 PO0608'STREET (UN-NAMED) WHICH IS ALSO STATE HIGHWAY 73, ABOUT 120
 PO0608'FEET NORTH OF CENTER LINE OF THE EAST-WEST INTERSECTING STREET
 PO0608'(UN-NAMED).  IT IS ABOUT 125 FEET TALL, AND WAS ERECTED IN 1911.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5081 ***********************************************************************
 DH5081  DESIGNATION -  GREENWOOD N GPS
 DH5081  PID         -  DH5081
 DH5081  STATE/COUNTY-  WI/VERNON
 DH5081  USGS QUAD   -  HILLSBORO (1983)
 DH5081
 DH5081                         *CURRENT SURVEY CONTROL
 DH5081  ___________________________________________________________________
 DH5081* NAD 83(1997)-  43 38 28.59107(N)    090 21 27.35009(W)     ADJUSTED  
 DH5081* NAVD 88     -                                                        
 DH5081  ___________________________________________________________________
 DH5081  X           -     -28,854.828 (meters)                     COMP
 DH5081  Y           -  -4,623,185.492 (meters)                     COMP
 DH5081  Z           -   4,379,526.529 (meters)                     COMP
 DH5081  LAPLACE CORR-          -7.39  (seconds)                    DEFLEC99
 DH5081  ELLIP HEIGHT-         278.86  (meters)          (08/01/05) GPS OBS
 DH5081  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 DH5081
 DH5081  HORZ ORDER  -  FIRST
 DH5081  ELLP ORDER  -  SECOND    CLASS I
 DH5081
 DH5081.The horizontal coordinates were established by GPS observations
 DH5081.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5081
 DH5081
 DH5081.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5081
 DH5081.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5081
 DH5081.The ellipsoidal height was determined by GPS observations
 DH5081.and is referenced to NAD 83.
 DH5081
 DH5081.The geoid height was determined by GEOID03.
 DH5081
 DH5081;                    North         East     Units Scale Factor Converg.
 DH5081;SPC WI S     -   182,393.056   571,148.026   MT  0.99994130   -0 14 44.5
 DH5081;SPC WI S     -   598,401.22  1,873,841.48   sFT  0.99994130   -0 14 44.5
 DH5081;UTM  15      - 4,835,424.334   713,128.233   MT  1.00015875   +1 49 27.5
 DH5081
 DH5081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5081!SPC WI S     -   0.99995627  x   0.99994130  =   0.99989758
 DH5081!UTM  15      -   0.99995627  x   1.00015875  =   1.00011502
 DH5081
 DH5081                          SUPERSEDED SURVEY CONTROL
 DH5081
 DH5081.No superseded survey control is available for this station.
 DH5081
 DH5081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ1312835424(NAD 83)
 DH5081_MARKER: DD = SURVEY DISK
 DH5081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5081_STAMPING: GREENWOOD N GPS 2004
 DH5081_MARK LOGO: WIDT  
 DH5081_PROJECTION: FLUSH
 DH5081_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5081+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH5081
 DH5081  HISTORY     - Date     Condition        Report By
 DH5081  HISTORY     - 2003     MONUMENTED       WIDT
 DH5081  HISTORY     - 20051228 GOOD             WIDT
 DH5081
 DH5081                          STATION DESCRIPTION
 DH5081
 DH5081'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5081'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH5081'STATION FROM THE  JUNCTION OF STATE HIGHWAY 33 EAST, STATE HIGHWAY 80
 DH5081'AND STATE HIGHWAY 82 EAST (WATER  AVENUE) WITH STATE HIGHWAY 33 WEST,
 DH5081'STATE HIGHWAY 82 WEST, AND COUNTY HIGHWAY F (MILL  STREET) IN THE CITY
 DH5081'OF HILLSBORO, GO WEST THEN SOUTH ON STATE HIGHWAY 80 (WATER AVENUE)
 DH5081'FOR 1.1 MI TO PINE HILL ROAD, CONTINUE SOUTH ON STATE HIGHWAY 80 FOR
 DH5081'0.15 MI TO THE  STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DH5081'WISCONSIN DEPARTMENT OF TRANSPORTATION  GEODETIC SURVEY CONTROL
 DH5081'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE  POST ABOUT 4
 DH5081'M ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 27.8 M WEST OF THE
 DH5081'CENTERLINE OF STATE HIGHWAY 80, 126 M NORTH OF THE CENTERLINE OF A
 DH5081'FIELD ENTRANCE, 36 M  SOUTH OF THE EXTENDED CENTERLINE OF A FIELD
 DH5081'ENTRANCE, 2 M EAST OF A CULTIVATED FIELD,  AND 1.0 M EAST, SOUTHWEST,
 DH5081'AND NORTHWEST OF THREE ORANGE 4X4 PLASTIC WITNESS POSTS.
 DH5081'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH5081'THAN 15 DEGREES  ABOVE THE HORIZON.
 DH5081
 DH5081                          STATION RECOVERY (2005)
 DH5081
 DH5081'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5081'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5079 ***********************************************************************
 DH5079  DESIGNATION -  GREENWOOD S GPS
 DH5079  PID         -  DH5079
 DH5079  STATE/COUNTY-  WI/VERNON
 DH5079  USGS QUAD   -  YUBA (1983)
 DH5079
 DH5079                         *CURRENT SURVEY CONTROL
 DH5079  ___________________________________________________________________
 DH5079* NAD 83(1997)-  43 33 36.81858(N)    090 22 45.49670(W)     ADJUSTED  
 DH5079* NAVD 88     -                                                        
 DH5079  ___________________________________________________________________
 DH5079  X           -     -30,647.853 (meters)                     COMP
 DH5079  Y           -  -4,629,437.136 (meters)                     COMP
 DH5079  Z           -   4,373,055.537 (meters)                     COMP
 DH5079  LAPLACE CORR-          -6.56  (seconds)                    DEFLEC99
 DH5079  ELLIP HEIGHT-         351.74  (meters)          (08/01/05) GPS OBS
 DH5079  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 DH5079
 DH5079  HORZ ORDER  -  FIRST
 DH5079  ELLP ORDER  -  SECOND    CLASS I
 DH5079
 DH5079.The horizontal coordinates were established by GPS observations
 DH5079.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5079
 DH5079
 DH5079.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5079
 DH5079.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5079
 DH5079.The ellipsoidal height was determined by GPS observations
 DH5079.and is referenced to NAD 83.
 DH5079
 DH5079.The geoid height was determined by GEOID03.
 DH5079
 DH5079;                    North         East     Units Scale Factor Converg.
 DH5079;SPC WI S     -   173,396.657   569,355.666   MT  0.99993639   -0 15 38.2
 DH5079;SPC WI S     -   568,885.53  1,867,961.05   sFT  0.99993639   -0 15 38.2
 DH5079;UTM  15      - 4,826,367.140   711,661.463   MT  1.00015110   +1 48 23.9
 DH5079
 DH5079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5079!SPC WI S     -   0.99994485  x   0.99993639  =   0.99988124
 DH5079!UTM  15      -   0.99994485  x   1.00015110  =   1.00009594
 DH5079
 DH5079                          SUPERSEDED SURVEY CONTROL
 DH5079
 DH5079.No superseded survey control is available for this station.
 DH5079
 DH5079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ1166126367(NAD 83)
 DH5079_MARKER: DD = SURVEY DISK
 DH5079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5079_STAMPING: GREENWOOD S GPS 2004
 DH5079_MARK LOGO: WIDT  
 DH5079_PROJECTION: FLUSH
 DH5079_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5079+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH5079
 DH5079  HISTORY     - Date     Condition        Report By
 DH5079  HISTORY     - 2003     MONUMENTED       WIDT
 DH5079  HISTORY     - 20051228 GOOD             WIDT
 DH5079
 DH5079                          STATION DESCRIPTION
 DH5079
 DH5079'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5079'OWNERSHIP--TOWN OF GREENWOOD.  TO REACH THE STATION FROM THE JUNTION
 DH5079'OF STATE  HIGHWAY 80 AND COUNTY HIGHWAY V NORTH WITH COUNTY HIGHWAY V
 DH5079'SOUTH AND WESTERN  ROAD, ABOUT 5 MI SOUTH OF THE CITY OF HILLSBORO, GO
 DH5079'WEST ON WESTERN ROAD FOR 0.5 MI TO  FOX RIDGE ROAD, TURN LEFT AND GO
 DH5079'SOUTH ON FOX RIDGE ROAD FOR 1.5 MI TO THE STATION ON  THE LEFT.   THE
 DH5079'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH5079'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DH5079'CONCRETE POST LEVEL WITH  THE ROAD PAVEMENT.  THE STATION IS 7.1 M
 DH5079'EAST OF THE CENTERLINE OF FOX RIDGE ROAD, 37.0 M  SOUTH OF POWER POLE
 DH5079'--3K33R1--, 22.0 M NORTHEAST OF THE TOP CENTER OF A 55-CM CORRUGATED
 DH5079'METAL CULVERT PIPE, 1 M NORTHWEST OF A CULTIVATED FIELD, AND 1.0
 DH5079'NORTHWEST, EAST, AND  SOUTH OF THREE ORANGE 4X4 PLASTIC WITNESS POSTS.
 DH5079'---NOTE---THIS STATION HAS NO VISIBLE  OBSTRUCTION EXTENDING HIGHER
 DH5079'THAN 15 DEGREES.
 DH5079
 DH5079                          STATION RECOVERY (2005)
 DH5079
 DH5079'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5079'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1006 ***********************************************************************
 PN1006  DESIGNATION -  GRESHAM
 PN1006  PID         -  PN1006
 PN1006  STATE/COUNTY-  WI/SHAWANO
 PN1006  USGS QUAD   -  GRESHAM (1982)
 PN1006
 PN1006                         *CURRENT SURVEY CONTROL
 PN1006  ___________________________________________________________________
 PN1006* NAD 83(1991)-  44 49 49.98450(N)    088 49 35.34108(W)     ADJUSTED  
 PN1006* NAVD 88     -       346.     (meters)    1135.     (feet)  SCALED    
 PN1006  ___________________________________________________________________
 PN1006  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 PN1006  GEOID HEIGHT-         -35.98  (meters)                     GEOID03
 PN1006
 PN1006  HORZ ORDER  -  FIRST
 PN1006
 PN1006.The horizontal coordinates were established by classical geodetic methods
 PN1006.and adjusted by the National Geodetic Survey in November 1991..
 PN1006
 PN1006.The orthometric height was scaled from a topographic map.
 PN1006
 PN1006.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1006
 PN1006.The geoid height was determined by GEOID03.
 PN1006
 PN1006;                    North         East     Units Scale Factor Converg.
 PN1006;SPC WI C     -   111,479.857   692,791.667   MT  0.99994102   +0 49 40.8
 PN1006;SPC WI C     -   365,746.83  2,272,933.99   sFT  0.99994102   +0 49 40.8
 PN1006;UTM  16      - 4,965,749.769   355,621.295   MT  0.99985633   -1 17 16.5
 PN1006
 PN1006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1006!SPC WI C     -   0.99995140  x   0.99994102  =   0.99989242
 PN1006!UTM  16      -   0.99995140  x   0.99985633  =   0.99980774
 PN1006
 PN1006:                Primary Azimuth Mark                     Grid Az
 PN1006:SPC WI C     -  CAROLINE                                 196 27 39.1
 PN1006:UTM  16      -  CAROLINE                                 198 34 36.4
 PN1006
 PN1006|---------------------------------------------------------------------|
 PN1006| PID    Reference Object                     Distance      Geod. Az  |
 PN1006|                                                           dddmmss.s |
 PN1006| PN1004 CAROLINE                            APPROX.15.2 KM 1971719.9 |
 PN1006| CJ5038 GRESHAM RM 1                         25.000 METERS 19746     |
 PN1006| CJ5039 GRESHAM RM 2                         31.684 METERS 25520     |
 PN1006|---------------------------------------------------------------------|
 PN1006
 PN1006                          SUPERSEDED SURVEY CONTROL
 PN1006
 PN1006  NAD 83(1986)-  44 49 49.98384(N)    088 49 35.34576(W) AD(       ) 1
 PN1006  NAD 27      -  44 49 50.07500(N)    088 49 34.96300(W) AD(       ) 1
 PN1006
 PN1006.Superseded values are not recommended for survey control.
 PN1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1006.See file dsdata.txt to determine how the superseded data were derived.
 PN1006
 PN1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ5562165750(NAD 83)
 PN1006_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PN1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1006
 PN1006  HISTORY     - Date     Condition        Report By
 PN1006  HISTORY     - 1954     MONUMENTED       CGS
 PN1006  HISTORY     - 1963     GOOD             USGS
 PN1006
 PN1006                          STATION DESCRIPTION
 PN1006
 PN1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 PN1006'THE STATION IS LOCATED ABOUT 12 MILES NORTH-NORTHEAST OF
 PN1006'CAROLINE AND 10 MILES SOUTHEAST OF BOWLER ON A WOODED AND
 PN1006'VERY ROCKY RISE.  IT IS 46 FEET NORTH OF THE CENTER OF A
 PN1006'WOODS ROAD AND 5 FEET SOUTHEAST OF A WHITE WITNESS POST.
 PN1006'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED GRESHAM 1954.
 PN1006'
 PN1006'REFERENCE MARK NO 1 IS 37 FEET SOUTH OF THE CENTER OF THE
 PN1006'WOODS ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 PN1006'STAMPED GRESHAM NO 1 1954.
 PN1006'
 PN1006'REFERENCE MARK NO. 2 IS 11 FEET SOUTH OF THE CENTER OF THE
 PN1006'WOODS ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 PN1006'GRESHAM NO 2 1954.
 PN1006'
 PN1006'NO SUITABLE SITE WAS FOUND FOR AN AZIMUTH MARK AND NONE
 PN1006'WAS SET.
 PN1006'
 PN1006'TO REACH THE STATION FROM CAROLINE FROM THE INTERSECTION OF
 PN1006'COUNTY ROUTES M AND G, GO NORTH ON COUNTY ROUTE G FOR 6.1
 PN1006'MILES TO STATE HIGHWAY 29, TURN RIGHT ONTO STATE HIGHWAY
 PN1006'29 AND GO EAST FOR 3.2 MILES TO A BLACKTOP ROAD LEFT, TURN
 PN1006'LEFT AND GO NORTH FOR 1.5 MILES TO A CROSSROAD AND SCHOOL,
 PN1006'CONTINUE FOR 0.5 MILE TO ANOTHER CROSS-ROAD, CONTINUE FOR
 PN1006'0.25 MILE TO A DIM TRACK ROAD RIGHT LEADING UP THROUGH WOODS,
 PN1006'TURN RIGHT AND GO EASTERLY ON A VERY ROCKY AND NARROW WOODS
 PN1006'ROAD FOR ABOUT 0.55 MILE TO HIGHEST GROUND AND THE STATION.
 PN1006'
 PN1006'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 PN1006
 PN1006                          STATION RECOVERY (1963)
 PN1006
 PN1006'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 PN1006'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1279 ***********************************************************************
 PN1279  DESIGNATION -  GRIFFIN
 PN1279  PID         -  PN1279
 PN1279  STATE/COUNTY-  WI/WOOD
 PN1279  USGS QUAD   -  WISCONSIN RAPIDS SOUTH (1984)
 PN1279
 PN1279                         *CURRENT SURVEY CONTROL
 PN1279  ___________________________________________________________________
 PN1279* NAD 83(1991)-  44 21 19.64434(N)    089 49 00.45227(W)     ADJUSTED  
 PN1279* NAVD 88     -       310.4    (meters)    1018.     (feet)  VERTCON   
 PN1279  ___________________________________________________________________
 PN1279  LAPLACE CORR-          -5.68  (seconds)                    DEFLEC99
 PN1279  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 PN1279
 PN1279  HORZ ORDER  -  SECOND
 PN1279
 PN1279.The horizontal coordinates were established by classical geodetic methods
 PN1279.and adjusted by the National Geodetic Survey in November 1991..
 PN1279
 PN1279.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1279
 PN1279.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1279
 PN1279.The geoid height was determined by GEOID03.
 PN1279
 PN1279;                    North         East     Units Scale Factor Converg.
 PN1279;SPC WI C     -    58,033.859   614,606.101   MT  0.99998173   +0 07 45.4
 PN1279;SPC WI C     -   190,399.42  2,016,420.18   sFT  0.99998173   +0 07 45.4
 PN1279;UTM  16      - 4,915,213.172   275,516.661   MT  1.00021978   -1 58 12.2
 PN1279
 PN1279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1279!SPC WI C     -   0.99995685  x   0.99998173  =   0.99993859
 PN1279!UTM  16      -   0.99995685  x   1.00021978  =   1.00017662
 PN1279
 PN1279|---------------------------------------------------------------------|
 PN1279| PID    Reference Object                     Distance      Geod. Az  |
 PN1279|                                                           dddmmss.s |
 PN1279| CS5255 GRIFFIN RM 1                         23.240 METERS 00021     |
 PN1279| CS5256 GRIFFIN RM 2                         10.195 METERS 18415     |
 PN1279|---------------------------------------------------------------------|
 PN1279
 PN1279                          SUPERSEDED SURVEY CONTROL
 PN1279
 PN1279  NAD 83(1986)-  44 21 19.64219(N)    089 49 00.45758(W) AD(       ) 2
 PN1279  NGVD 29 (02/11/91)  310.4    (m)         1018.     (f) VERT ANG       
 PN1279
 PN1279.Superseded values are not recommended for survey control.
 PN1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1279.See file dsdata.txt to determine how the superseded data were derived.
 PN1279
 PN1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7551715213(NAD 83)
 PN1279_MARKER: DE = TRAVERSE STATION DISK
 PN1279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN1279_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1279+STABILITY: SURFACE MOTION
 PN1279
 PN1279  HISTORY     - Date     Condition        Report By
 PN1279  HISTORY     - 1982     MONUMENTED       WIDT
 PN1279  HISTORY     - 20021207 MARK NOT FOUND   USPSQD
 PN1279  HISTORY     - 20040330 MARK NOT FOUND   USPSQD
 PN1279
 PN1279                          STATION DESCRIPTION
 PN1279
 PN1279'DESCRIBED BY WI DEPT OF TRANSP 1982 (LTK)
 PN1279'THE STATION IS LOCATED ALONG STH 13 ABOUT 0.5 MILE SOUTH OF WISCONSIN
 PN1279'RAPIDS NEAR THE ENTRANCE TO GRIFFIN RADIAL TIRE INC.
 PN1279'
 PN1279'TO REACH THE STATION FROM THE JUNCTION OF STH 13 AND STH 73 TO THE
 PN1279'ABOUT 4 MILES SOUTH OF WISCONSIN RAPIDS, GO NORTH ON STH 13 FOR 3.1
 PN1279'MILES TO THE JUNCTION OF STH 13 AND CTH Z.  CONTINUE NORTH ON STH 13
 PN1279'FOR 0.29 MILE TO STATION ON EAST HIGHWAY RIGHT OF WAY ABOUT 40 FEET
 PN1279'SOUTH OF THE ENTRANCE TO GRIFFIN RADIAL TIRE INC.
 PN1279'
 PN1279'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---GRIFFIN 1982---.
 PN1279'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL
 PN1279'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 77
 PN1279'FEET WEST OF THE SOUTHWEST CORNER OF THE GRIFFIN TIRE GARAGE, 40 FEET
 PN1279'SOUTH OF THE CENTER OF AN ENTRANCE DRIVE TO GRIFFIN RADIAL TIRE INC.,
 PN1279'38.5 FEET EAST OF THE CENTER OF STH 13, 19 FEET NORTH OF A POWER POLE,
 PN1279'AND 2.2 FEET EAST OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS
 PN1279'SET IN AN IRREGULAR MASS OF CONCRETE 4.5 FEET BELOW GROUND.
 PN1279'
 PN1279'REFERENCE MARK 1 IS A STANDARD WIDT DISK STAMPED---GRIFFIN RM 1
 PN1279'1982---SET IN THE TOP OF A 10 INCH DIAMETER CYLINDRICAL CONCRETE
 PN1279'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 76.5 FEET
 PN1279'NORTH OF A METAL WITNESS POST, 74 FEET WEST OF THE NORTHWEST CORNER
 PN1279'OF THE GRIFFIN TIRE GARAGE, 39 FEET EAST OF THE CENTER OF STH 13, 3.3
 PN1279'FEET WEST OF A SIGN WITH FIRE NUMBER--4211--, AND LEVEL WITH THE
 PN1279'STATION.
 PN1279'
 PN1279'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---GRIFFIN RM 2
 PN1279'1982---SET IN THE TOP OF A 10 INCH DIAMETER CYLINDRICAL CONCRETE
 PN1279'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 90.5 FEET
 PN1279'SOUTHWEST OF THE SOUTHWEST CORNER OF THE GRIFFIN TIRE GARAGE, 36 FEET
 PN1279'EAST OF THE CENTER OF STH 13, 34 FEET SOUTH OF A METAL WITNESS POST,
 PN1279'15 FEET SOUTH OF A POWER POLE, AND LEVEL WITH THE STATION.
 PN1279'
 PN1279'NO AZIMUTH MARK WAS SET.  HEIGHT OF LIGHT ABOVE MARK WAS 1.56 METERS.
 PN1279
 PN1279                          STATION RECOVERY (2002)
 PN1279
 PN1279'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN1279'NOT FOUND. THE GRIFFIN RADICAL TIRE INC. BUILDING AND OTHER NEARBY
 PN1279'BUILDINGS WERE TORN DOWN PRIOR TO 1990.  IT IS NOW A LARGE EMPTY
 PN1279'GRASSY AREA BETWEEN THE HIGHWAY AND A WAL-MART STORE.
 PN1279
 PN1279                          STATION RECOVERY (2004)
 PN1279
 PN1279'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN1279'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5559 ***********************************************************************
 DH5559  DESIGNATION -  GRIFFITH
 DH5559  PID         -  DH5559
 DH5559  STATE/COUNTY-  WI/PORTAGE
 DH5559  USGS QUAD   -  KELLNER (1970)
 DH5559
 DH5559                         *CURRENT SURVEY CONTROL
 DH5559  ___________________________________________________________________
 DH5559* NAD 83(1997)-  44 21 07.44186(N)    089 37 38.60772(W)     ADJUSTED  
 DH5559* NAVD 88     -                                                        
 DH5559  ___________________________________________________________________
 DH5559  X           -      29,709.382 (meters)                     COMP
 DH5559  Y           -  -4,568,323.278 (meters)                     COMP
 DH5559  Z           -   4,436,349.042 (meters)                     COMP
 DH5559  LAPLACE CORR-          -4.39  (seconds)                    DEFLEC99
 DH5559  ELLIP HEIGHT-         286.66  (meters)          (08/01/05) GPS OBS
 DH5559  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 DH5559
 DH5559  HORZ ORDER  -  FIRST
 DH5559  ELLP ORDER  -  SECOND    CLASS I
 DH5559
 DH5559.The horizontal coordinates were established by GPS observations
 DH5559.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5559
 DH5559
 DH5559.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5559
 DH5559.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5559
 DH5559.The ellipsoidal height was determined by GPS observations
 DH5559.and is referenced to NAD 83.
 DH5559
 DH5559.The geoid height was determined by GEOID03.
 DH5559
 DH5559;                    North         East     Units Scale Factor Converg.
 DH5559;SPC WI C     -    57,708.899   629,707.628   MT  0.99998227   +0 15 46.5
 DH5559;SPC WI C     -   189,333.28  2,065,965.78   sFT  0.99998227   +0 15 46.5
 DH5559;UTM  16      - 4,914,334.933   290,599.113   MT  1.00013929   -1 50 14.6
 DH5559
 DH5559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5559!SPC WI C     -   0.99995505  x   0.99998227  =   0.99993732
 DH5559!UTM  16      -   0.99995505  x   1.00013929  =   1.00009434
 DH5559
 DH5559                          SUPERSEDED SURVEY CONTROL
 DH5559
 DH5559.No superseded survey control is available for this station.
 DH5559
 DH5559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ9059914335(NAD 83)
 DH5559_MARKER: DD = SURVEY DISK
 DH5559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5559_STAMPING: GRIFFITH 1979
 DH5559_MARK LOGO: WIDT  
 DH5559_PROJECTION: RECESSED 40 CENTIMETERS
 DH5559_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5559+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2003
 DH5559
 DH5559  HISTORY     - Date     Condition        Report By
 DH5559  HISTORY     - 1979     MONUMENTED       WI-097
 DH5559  HISTORY     - 20030811 GOOD             WIDT
 DH5559
 DH5559                          STATION DESCRIPTION
 DH5559
 DH5559'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5559'OWNERSHIP--TOWN OF GRANT.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5559'COUNTY HIGHWAY  F WITH COUNTY HIGHWAY W ABOUT 9 MI EAST OF THE CITY OF
 DH5559'WISCONSIN RAPIDS, GO EAST ON  COUNTY HIGHWAY W FOR 1.0 MI TO SOUTH
 DH5559'130TH STREET, TURN LEFT AND GO NORTH ON SOUTH  130TH STREET FOR 1.0 MI
 DH5559'TO GRIFFITH AVENUE, AND THE STATION ON THE LEFT.  THE STATION IS A
 DH5559'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODEDIC CONTROL MARKER
 DH5559'DISK SET IN  THE TOP OF A 40-CM DIAMETER CONCRETE POST ABOUT LEVEL
 DH5559'WITH THE ROAD PAVEMENT.  THE  STATION IS 16.0 M WEST OF THE CENTERLINE
 DH5559'OF SOUTH 130TH STREET, 26.0 M NORTH OF GRIFFITH  AVENUE, 17.2 M
 DH5559'NORTHWEST A OF WOOD POST FOR A --PRAIRIE CHICKEN MANAGEMENT AREA--
 DH5559'SIGN  AND 1.0 M WEST, SOUTHEAST, NORTHEAST OF THREE ORANGE 4X4 PLASTIC
 DH5559'WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH5559'EXTENDING HIGHER THAN 10 DEGREES  ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0489 ***********************************************************************
 PM0489  DESIGNATION -  GRIMMS
 PM0489  PID         -  PM0489
 PM0489  STATE/COUNTY-  WI/MANITOWOC
 PM0489  USGS QUAD   -  REEDSVILLE (1992)
 PM0489
 PM0489                         *CURRENT SURVEY CONTROL
 PM0489  ___________________________________________________________________
 PM0489* NAD 83(1991)-  44 09 11.31394(N)    087 54 54.47549(W)     ADJUSTED  
 PM0489* NAVD 88     -       281.     (meters)     922.     (feet)  SCALED    
 PM0489  ___________________________________________________________________
 PM0489  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 PM0489  GEOID HEIGHT-         -36.00  (meters)                     GEOID03
 PM0489
 PM0489  HORZ ORDER  -  THIRD
 PM0489
 PM0489.The horizontal coordinates were established by classical geodetic methods
 PM0489.and adjusted by the National Geodetic Survey in November 1991..
 PM0489
 PM0489.The orthometric height was scaled from a topographic map.
 PM0489
 PM0489.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0489
 PM0489.The geoid height was determined by GEOID03.
 PM0489
 PM0489;                    North         East     Units Scale Factor Converg.
 PM0489;SPC WI S     -   241,288.359   766,774.347   MT  1.00001871   +1 25 57.1
 PM0489;SPC WI S     -   791,626.89  2,515,658.84   sFT  1.00001871   +1 25 57.1
 PM0489;SPC WI C     -    37,677.844   766,773.568   MT  1.00001972   +1 28 15.7
 PM0489;SPC WI C     -   123,614.73  2,515,656.28   sFT  1.00001972   +1 28 15.7
 PM0489;UTM  16      - 4,889,289.415   426,818.985   MT  0.99966586   -0 38 15.0
 PM0489
 PM0489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0489!SPC WI S     -   0.99996159  x   1.00001871  =   0.99998029
 PM0489!SPC WI C     -   0.99996159  x   1.00001972  =   0.99998130
 PM0489!UTM  16      -   0.99996159  x   0.99966586  =   0.99962746
 PM0489
 PM0489|---------------------------------------------------------------------|
 PM0489| PID    Reference Object                     Distance      Geod. Az  |
 PM0489|                                                           dddmmss.s |
 PM0489| CJ5042 GRIMMS RM 2                           7.918 METERS 09342     |
 PM0489| CJ5041 GRIMMS RM 1                           8.747 METERS 26119     |
 PM0489| CJ5040 GRIMMS AZ MK                                       2732549.2 |
 PM0489|---------------------------------------------------------------------|
 PM0489
 PM0489                          SUPERSEDED SURVEY CONTROL
 PM0489
 PM0489  NAD 83(1986)-  44 09 11.30374(N)    087 54 54.46864(W) AD(       ) 3
 PM0489  NAD 27      -  44 09 11.32800(N)    087 54 54.13300(W) AD(       ) 3
 PM0489
 PM0489.Superseded values are not recommended for survey control.
 PM0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0489.See file dsdata.txt to determine how the superseded data were derived.
 PM0489
 PM0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP2681989289(NAD 83)
 PM0489_MARKER: DS = TRIANGULATION STATION DISK
 PM0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0489
 PM0489  HISTORY     - Date     Condition        Report By
 PM0489  HISTORY     - 1953     MONUMENTED       CGS
 PM0489  HISTORY     - 20030619 MARK NOT FOUND   USPSQD
 PM0489
 PM0489                          STATION DESCRIPTION
 PM0489
 PM0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0489'STATION IS LOCATED ABOUT 2 MILES EAST OF REEDSVILLE ON HIGHWAY
 PM0489'PROPERTY.  IT IS 58 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 10, 41
 PM0489'FEET EAST OF A FARM DRIVEWAY, 13 FEET WEST OF A TELEPHONE POLE, 4
 PM0489'FEET NORTHWEST OF A WHITE WITNESS POST AND 4 FEET NORTH OF A FENCE
 PM0489'LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED GRIMMS 1953.
 PM0489'
 PM0489'REFERENCE MARK NO. 1 IS 60 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 PM0489'16 FEET EAST OF THE TELEPHONE POLE AND 2 FEET NORTH OF THE FENCE
 PM0489'LINE. THE MARK IS FLUSH AND THE DISK IS STAMPED GRIMMS NO 1 1953.
 PM0489'
 PM0489'REFERENCE MARK NO. 2 IS 61 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 PM0489'16 FEET EAST OF THE FARM DRIVEWAY AND 1 FOOT NORTH OF THE FENCE
 PM0489'LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED GRIMMS NO 2 1953.
 PM0489'
 PM0489'AZIMUTH MARK IS 33 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 10, 1
 PM0489'FOOT EAST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A FENCE LINE.
 PM0489'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED GRIMMS 1953.
 PM0489'
 PM0489'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 10 AND STATE
 PM0489'HIGHWAY 32 IN REEDSVILLE, GO EAST ON U.S. HIGHWAY 10 FOR 2.2 MILES
 PM0489'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE ON U.S.
 PM0489'HIGHWAY 10 FOR 0.3 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 PM0489'
 PM0489'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PM0489
 PM0489                          STATION RECOVERY (2003)
 PM0489
 PM0489'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0489'THE STATION, RM 1, RM 2, AND AZIMUTH MARK WERE NOT FOUND.  NOTE-- OLD
 PM0489'HIGHWAY 32 IS NOW COUNTY HIGHWAY W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0637 ***********************************************************************
 RM0637  DESIGNATION -  GULL IS LT
 RM0637  PID         -  RM0637
 RM0637  STATE/COUNTY-  WI/ASHLAND
 RM0637  USGS QUAD   -  MICHIGAN ISLAND (1963)
 RM0637
 RM0637                         *CURRENT SURVEY CONTROL
 RM0637  ___________________________________________________________________
 RM0637* NAD 83(1991)-  46 54 24.99439(N)    090 26 31.07871(W)     ADJUSTED  
 RM0637* NAVD 88     -       184.     (meters)     604.     (feet)  SCALED    
 RM0637  ___________________________________________________________________
 RM0637  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 RM0637  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 RM0637
 RM0637  HORZ ORDER  -  THIRD
 RM0637
 RM0637.The horizontal coordinates were established by classical geodetic methods
 RM0637.and adjusted by the National Geodetic Survey in March 1999..
 RM0637.No horizontal observational check was made to the station.
 RM0637
 RM0637.The orthometric height was scaled from a topographic map.
 RM0637
 RM0637.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0637
 RM0637.The geoid height was determined by GEOID03.
 RM0637
 RM0637;                    North         East     Units Scale Factor Converg.
 RM0637;SPC WI N     -   193,526.256   566,326.702   MT  1.00002868   -0 19 07.8
 RM0637;SPC WI N     -   634,927.39  1,858,023.52   sFT  1.00002868   -0 19 07.8
 RM0637;UTM  15      - 5,197,999.763   694,809.154   MT  1.00006646   +1 52 06.9
 RM0637
 RM0637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0637!SPC WI N     -   0.99997614  x   1.00002868  =   1.00000482
 RM0637!UTM  15      -   0.99997614  x   1.00006646  =   1.00004260
 RM0637
 RM0637                          SUPERSEDED SURVEY CONTROL
 RM0637
 RM0637  NAD 83(1991)-  46 54 24.99429(N)    090 26 31.07439(W) AD(       ) 4
 RM0637  NAD 83(1986)-  46 54 24.98760(N)    090 26 31.06875(W) AD(       ) 4
 RM0637  NAD 27      -  46 54 25.21016(N)    090 26 30.49017(W) AD(       ) 3
 RM0637
 RM0637.Superseded values are not recommended for survey control.
 RM0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0637.See file dsdata.txt to determine how the superseded data were derived.
 RM0637
 RM0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM9480998000(NAD 83)
 RM0637_MARKER: 14 = NAVIGATION LIGHT
 RM0637
 RM0637  HISTORY     - Date     Condition        Report By
 RM0637  HISTORY     - 1963     FIRST OBSERVED   USGS
 RM0637
 RM0637                          STATION DESCRIPTION
 RM0637
 RM0637'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO1458 ***********************************************************************
 QO1458  DESIGNATION -  GUNDERSON
 QO1458  PID         -  QO1458
 QO1458  STATE/COUNTY-  WI/ST CROIX
 QO1458  USGS QUAD   -  JEWETT (1975)
 QO1458
 QO1458                         *CURRENT SURVEY CONTROL
 QO1458  ___________________________________________________________________
 QO1458* NAD 83(1991)-  45 02 08.64467(N)    092 25 30.88139(W)     ADJUSTED  
 QO1458* NAVD 88     -       360.     (meters)    1181.     (feet)  SCALED    
 QO1458  ___________________________________________________________________
 QO1458  LAPLACE CORR-          -7.84  (seconds)                    DEFLEC99
 QO1458  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 QO1458
 QO1458  HORZ ORDER  -  FIRST
 QO1458
 QO1458.The horizontal coordinates were established by classical geodetic methods
 QO1458.and adjusted by the National Geodetic Survey in March 1999..
 QO1458
 QO1458.The orthometric height was scaled from a topographic map.
 QO1458
 QO1458.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO1458
 QO1458.The geoid height was determined by GEOID03.
 QO1458
 QO1458;                    North         East     Units Scale Factor Converg.
 QO1458;SPC WI C     -   136,463.543   408,935.020   MT  0.99994457   -1 42 40.3
 QO1458;SPC WI C     -   447,714.14  1,341,647.64   sFT  0.99994457   -1 42 40.3
 QO1458;UTM  15      - 4,987,080.740   545,271.333   MT  0.99962520   +0 24 24.0
 QO1458
 QO1458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1458!SPC WI C     -   0.99994829  x   0.99994457  =   0.99989286
 QO1458!UTM  15      -   0.99994829  x   0.99962520  =   0.99957351
 QO1458
 QO1458|---------------------------------------------------------------------|
 QO1458| PID    Reference Object                     Distance      Geod. Az  |
 QO1458|                                                           dddmmss.s |
 QO1458| CJ3540 GUNDERSON RM 1                       43.126 METERS 03834     |
 QO1458| CJ3541 GUNDERSON RM 2                       26.696 METERS 08957     |
 QO1458| PP2213 HAMMOND SPIRE WITH BALL             APPROX. 6.5 KM 1843814.8 |
 QO1458| PP2212 HAMMOND MUNICIPAL TANK              APPROX. 6.5 KM 1870647.1 |
 QO1458| PP2214 HAMMOND SPIRE WITH CROSS            APPROX. 7.0 KM 1884200.2 |
 QO1458| CJ3539 GUNDERSON AZ MK                                    2680638.4 |
 QO1458| QO1460 ST CROIX COUNTY HOSP CUPOLA         APPROX.15.2 KM 3142707.0 |
 QO1458| QO1461 ST CROIX COUNTY HOSPITAL TANK       APPROX.15.3 KM 3143215.2 |
 QO1458| QO1463 NEW RICHMOND IMM CONC CATH CH       APPROX.13.4 KM 3153333.2 |
 QO1458| QO1462 NEW RICHMOND MUNICIPAL TANK         APPROX.12.9 KM 3175922.7 |
 QO1458|---------------------------------------------------------------------|
 QO1458
 QO1458                          SUPERSEDED SURVEY CONTROL
 QO1458
 QO1458  NAD 83(1991)-  45 02 08.64354(N)    092 25 30.87528(W) AD(       ) 1
 QO1458  NAD 83(1986)-  45 02 08.63541(N)    092 25 30.88239(W) AD(       ) 1
 QO1458  NAD 27      -  45 02 08.75600(N)    092 25 30.18500(W) AD(       ) 1
 QO1458
 QO1458.Superseded values are not recommended for survey control.
 QO1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1458.See file dsdata.txt to determine how the superseded data were derived.
 QO1458
 QO1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK4527187081(NAD 83)
 QO1458_MARKER: DS = TRIANGULATION STATION DISK
 QO1458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO1458_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QO1458
 QO1458  HISTORY     - Date     Condition        Report By
 QO1458  HISTORY     - 1934     MONUMENTED       CGS
 QO1458  HISTORY     - 1961     GOOD             AMS
 QO1458  HISTORY     - 1973     GOOD             USGS
 QO1458  HISTORY     - 1976     GOOD             NGS
 QO1458
 QO1458                          STATION DESCRIPTION
 QO1458
 QO1458'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QO1458'THIS STATION IS ABOUT 8 MILES SOUTHEAST OF NEW RICHMOND, 5
 QO1458'MILES NORTH OF HAMMOND, NEAR THE SOUTH QUARTER CORNER OF
 QO1458'SEC. 34, T. 30 N., R. 17 W., ON LAND OWNED BY R. GUNDERSON.
 QO1458'THE MARK IS 35 FEET NORTH-NORTHEAST OF THE CENTERLINE OF THE
 QO1458'ROAD, 80 FEET NORTH OF THE NORTH LEG OF POWER LINE TOWER,
 QO1458'13 FEET NORTHWEST OF FENCE LINE, 40 FEET SOUTH-SOUTHWEST OF
 QO1458'SHED, 165 FEET NORTHEAST OF FARMHOUSE.  MARK IS FLUSH WITH THE
 QO1458'GROUND.
 QO1458'
 QO1458'TO REACH FROM NEW RICHMOND GO SOUTH ON STATE HIGHWAY 65 FOR
 QO1458'3.0 MILES TO INTERSECTION WITH COUNTY HIGHWAY G, THENCE EAST
 QO1458'ON HIGHWAY G 4.9 MILES TO INTERSECTION WITH COUNTY HIGHWAY T,
 QO1458'TURN SOUTH ON HIGHWAY T FOR 3.0 MILES TO CROSSROADS, TURN
 QO1458'EAST ON DIRT ROAD FOR 0.55 MILE TO FARM BUILDINGS AND STATION
 QO1458'ON LEFT.
 QO1458'
 QO1458'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, 1 FOOT
 QO1458'NORTHWEST OF FENCE LINE, 40 FEET SOUTHEAST OF SHED, 85 FEET
 QO1458'SOUTHWEST OF FENCE CORNER, AND PROJECTS 12 INCHES.
 QO1458'
 QO1458'REFERENCE MARK NO. 2 IS EAST OF THE STATION, 2 FEET NORTHEAST
 QO1458'OF FENCE CORNER, 1 FOOT NORTHWEST OF FENCE LINE, 30 FEET
 QO1458'NORTH-NORTHEAST OF CENTERLINE OF ROAD, 52.5 FEET EAST-NORTHEAST
 QO1458'OF EAST LEG OF POWER LINE TOWER, AND PROJECTS 12 INCHES.
 QO1458'
 QO1458'AZIMUTH MARK IS WEST-NORTHWEST OF THE STATION, 34 FEET SOUTHWEST
 QO1458'OF THE CENTERLINE OF ROAD, 27 FEET NORTHWEST OF NORTH LEG OF POWER
 QO1458'LINE TOWER, 30 FEET SOUTHEAST OF LARGE BOULDER, 2 FEET NORTHWEST
 QO1458'OF FENCE LINE, AND PROJECTS 12 INCHES.
 QO1458'
 QO1458'LIGHTS 60 FEET ABOVE HOLDEN AND BURSCH, AND 74 FEET ABOVE
 QO1458'EMERALD ARE VISIBLE FROM THE GROUND.
 QO1458'
 QO1458'LIGHTS 74 FEET ABOVE NEW RICHMOND AND 87 FEET ABOVE HENKE
 QO1458'COME INTO VIEW AT 13 FEET ABOVE THE GROUND.
 QO1458
 QO1458                          STATION RECOVERY (1961)
 QO1458
 QO1458'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1961
 QO1458'STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 QO1458'GOOD CONDITION.
 QO1458'
 QO1458'STATION IS 7.0 FEET S OF AN E-W FENCE, 26.0 FEET N OF THE
 QO1458'EXTENDED CENTER LINE OF A SECTION ROAD WEST, 48.5 FEET EAST
 QO1458'OF A UTILITY POWER POLE, 80.0 FEET NW OF THE NORTHWEST LEG
 QO1458'OF A POWER LINE TOWER, AND 165 FEET N OF A FARM HOUSE.  MARK
 QO1458'IS SET FLUSH WITH THE GROUND.
 QO1458'
 QO1458'THE REMAINING PORTION OF THE ORIGINAL DESCRIPTION IS GOOD.
 QO1458
 QO1458                          STATION RECOVERY (1973)
 QO1458
 QO1458'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JDS)
 QO1458'STATION AND ALL SURFACE MARKS FOUND IN GOOD CONDITION.
 QO1458'
 QO1458'DESCRIPTION ADEQUATE.
 QO1458'
 QO1458'DISTANCES AND DIRECTIONS CHECKED OK.
 QO1458'
 QO1458'AZIMUTH MARK PROJECTS 18 INCHES AND MAY FALL OVER.
 QO1458
 QO1458                          STATION RECOVERY (1976)
 QO1458
 QO1458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 QO1458'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 QO1458'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK PROJECTS 16 INCHES
 QO1458'NOW BUT IS VERY SOLID IN THE GROUND.  REFERENCE MARK 1 COULD NOT BE
 QO1458'MEASURED AT THIS TIME AS FARM EQUIPMENT WAS PARKED AND STORED ON
 QO1458'LINE TO THE MARK.
 QO1458'
 QO1458'THE STATION IS 80 FEET NORTHWEST OF THE NORTHWEST LEG OF A POWER
 QO1458'LINE TOWER, 45 FEET NORTH OF A DIM TRACK ROAD, 49 FEET WEST OF A
 QO1458'POWER POLE, 56 FEET EAST OF A FENCE CORNER AND 6.3 FEET SOUTH OF A
 QO1458'FENCELINE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 QO1458'GUNDERSON 1934.
 QO1458'
 QO1458'REFERENCE MARK 1 IS 111 FEET NORTHEAST OF THE POWER POLE, 22 FEET
 QO1458'EAST OF A FENCE, 13 FEET EAST OF A FARM LANE AND IN A
 QO1458'FENCELINE.  THE MONUMENT PROJECTS 9 INCHES AND THE DISK IS STAMPED
 QO1458'GUNDERSON NO 1 1934.
 QO1458'
 QO1458'REFERENCE MARK 2 IS 62.5 FEET NORTHEAST OF THE NORTHEAST LEG OF THE
 QO1458'POWER LINE TOWER, 39 FEET EAST OF THE POWER POLE, 7 FEET EAST OF
 QO1458'THE CENTERLINE OF A FARM LANE AND IN A FENCELINE.  THE MONUMENT
 QO1458'PROJECTS 5 INCHES AND THE DISK STAMPED GUNDERSON NO 2 1934.
 QO1458'
 QO1458'THE AZIMUTH MARK IS 35 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 QO1458'27 FEET WEST OF THE NORTHWEST LEG OF A POWER LINE TOWER, 8 FEET
 QO1458'NORTH OF A FENCELINE AND 1 FOOT EAST OF A METAL WITNESS POST.  THE
 QO1458'MONUMENT PROJECTS 16 INCHES AND THE DISK STAMPED GUNDERSON 1934
 QO1458'AZIMUTH.
 QO1458'
 QO1458'TO REACH THE STATION FROM THE POST OFFICE IN HAMMOND, GO NORTH ON
 QO1458'COUNTY HIGHWAY T FOR 0.15 MILE TO JUNCTION WITH U.S. HIGHWAY
 QO1458'12.  GO NORTH ON THE HIGHWAY FOR 0.9 MILE TO WHERE U.S. HIGHWAY
 QO1458'12 GOES WEST AND HIGHWAY T CONTINUES NORTH.  CONTINUE NORTH ON
 QO1458'COUNTY HIGHWAY T FOR 3.0 MILES TO A CROSSROAD AND A HIGH TENSION
 QO1458'POWER LINE CROSSES THE ROAD.  TURN RIGHT AND GO EAST ON COUNTY
 QO1458'HIGHWAY E FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 QO1458'DESCRIBED.  CONTINUE EAST ON THE ROAD FOR 0.35 MILE TO THE
 QO1458'STATION ON THE LEFT AS DESCRIBED.
 QO1458'
 QO1458'NOTE--THE PROPERTY OWNER IS MR. JOHN WALSH WHO RESIDES NEAR THE
 QO1458'STATION.
 QO1458'
 QO1458'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QO1458'4 MILES NORTH OF HAMMOND.
 QO1458'
 QO1458'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1256 ***********************************************************************
 PN1256  DESIGNATION -  GUSTAFSON
 PN1256  PID         -  PN1256
 PN1256  STATE/COUNTY-  WI/WOOD
 PN1256  USGS QUAD   -  WISCONSIN RAPIDS SOUTH (1984)
 PN1256
 PN1256                         *CURRENT SURVEY CONTROL
 PN1256  ___________________________________________________________________
 PN1256* NAD 83(1991)-  44 16 43.37217(N)    089 46 15.61632(W)     ADJUSTED  
 PN1256* NAVD 88     -       313.0    (meters)    1027.     (feet)  VERTCON   
 PN1256  ___________________________________________________________________
 PN1256  LAPLACE CORR-          -5.46  (seconds)                    DEFLEC99
 PN1256  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 PN1256
 PN1256  HORZ ORDER  -  SECOND
 PN1256
 PN1256.The horizontal coordinates were established by classical geodetic methods
 PN1256.and adjusted by the National Geodetic Survey in November 1991..
 PN1256
 PN1256.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1256
 PN1256.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1256
 PN1256.The geoid height was determined by GEOID03.
 PN1256
 PN1256;                    North         East     Units Scale Factor Converg.
 PN1256;SPC WI C     -    49,515.779   618,280.535   MT  0.99999470   +0 09 41.7
 PN1256;SPC WI C     -   162,453.02  2,028,475.39   sFT  0.99999470   +0 09 41.7
 PN1256;SPC WI S     -   253,182.051   618,281.547   MT  1.00004999   +0 09 26.4
 PN1256;SPC WI S     -   830,648.11  2,028,478.71   sFT  1.00004999   +0 09 26.4
 PN1256;UTM  16      - 4,906,564.354   278,877.525   MT  1.00020137   -1 56 07.3
 PN1256
 PN1256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1256!SPC WI C     -   0.99995648  x   0.99999470  =   0.99995118
 PN1256!SPC WI S     -   0.99995648  x   1.00004999  =   1.00000646
 PN1256!UTM  16      -   0.99995648  x   1.00020137  =   1.00015784
 PN1256
 PN1256|---------------------------------------------------------------------|
 PN1256| PID    Reference Object                     Distance      Geod. Az  |
 PN1256|                                                           dddmmss.s |
 PN1256| CS5150 GUSTAFSON RM 1                       21.094 METERS 04455     |
 PN1256| CS5151 GUSTAFSON RM 2                       15.426 METERS 31001     |
 PN1256|---------------------------------------------------------------------|
 PN1256
 PN1256                          SUPERSEDED SURVEY CONTROL
 PN1256
 PN1256  NAD 83(1986)-  44 16 43.36969(N)    089 46 15.62494(W) AD(       ) 2
 PN1256  NGVD 29 (01/18/91)  313.0    (m)         1027.     (f) VERT ANG       
 PN1256
 PN1256.Superseded values are not recommended for survey control.
 PN1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1256.See file dsdata.txt to determine how the superseded data were derived.
 PN1256
 PN1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7887806564(NAD 83)
 PN1256_MARKER: DE = TRAVERSE STATION DISK
 PN1256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN1256_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1256+STABILITY: SURFACE MOTION
 PN1256
 PN1256  HISTORY     - Date     Condition        Report By
 PN1256  HISTORY     - 1982     MONUMENTED       WIDT
 PN1256  HISTORY     - 20040330 MARK NOT FOUND   USPSQD
 PN1256
 PN1256                          STATION DESCRIPTION
 PN1256
 PN1256'DESCRIBED BY WI DEPT OF TRANSP 1982 (LTK)
 PN1256'THE STATION IS LOCATED ALONG STH 73 ABOUT 6 MILES SOUTH SOUTHEAST OF
 PN1256'WISCONSIN RAPIDS.
 PN1256'
 PN1256'TO REACH THE STATION FROM THE JUNCTION OF STH 13 AND STH 73 TO THE
 PN1256'SOUTHEAST ABOUT 4 MILES SOUTH OF WISCONSIN RAPIDS, GO SOUTHEAST ON STH
 PN1256'73 FOR 1.4 MILES TO THE JUNCTION WITH EVERGREEN AVENUE.  CONTINUE
 PN1256'SOUTHEAST ON STH 73 FOR 0.3 MILE TO THE JUNCTION WITH BELL ROAD.
 PN1256'CONTINUE SOUTHEAST ON STH 73 FOR 0.7 MILE THE JUNCTION WITH DEER RIDGE
 PN1256'ROAD.  CONTINUE SOUTHEAST ON STH 73 FOR 0.3 MILE TO THE STATION ON
 PN1256'HIGHWAY RIGHT OF WAY SOUTHWEST OF STH 73.
 PN1256'
 PN1256'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---GUSTAFSON 1982---.
 PN1256'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL
 PN1256'CONCRETE MONUMENT WHICH PROJECTS 1 INCH ABOVE GROUND.  IT IS 76.0 FEET
 PN1256'NORTHWEST OF THE CENTER OF A DRIVEWAY AT FIRE NUMBER--4330--, 31.0
 PN1256'FEET SOUTHWEST OF THE OF STH 73, AND 5.0 FEET EAST OF A METAL WITNESS
 PN1256'POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 PN1256'4.5 FEET BELOW GROUND.
 PN1256'
 PN1256'REFERENCE MARK 1 IS A STANDARD WIDT DISK STAMPED---GUSTAFSON RM 1 1982
 PN1256'---SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT
 PN1256'WHICH PROJECTS 4 INCHES ABOVE GROUND.  IT IS 76.0 FEET NORTHWEST OF
 PN1256'THE CENTER OF A DRIVEWAY EXTENDED TO THE NORTHEAST AT FIRE
 PN1256'NUMBER--4330--, 38.0 FEET NORTHEAST OF THE CENTER OF STH 73, 3.0 FEET
 PN1256'WEST OF A METAL WITNESS POST, AND 1 FOOT LOWER THAN THE STATION.
 PN1256'
 PN1256'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---GUSTAFSON RM 2 1982
 PN1256'---SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT
 PN1256'WHICH PROJECTS 4 INCHES ABOVE GROUND.  IT IS 126.6 FEET NORTHWEST OF
 PN1256'THE CENTER OF A DRIVEWAY AT FIRE NUMBER--4330--, 45.5 FEET NORTHWEST
 PN1256'OF A METAL WITNESS POST, 35.0 FEET SOUTHWEST OF THE CENTER OF STH 73,
 PN1256'AND LEVEL WITH THE STATION.
 PN1256'
 PN1256'NO AZIMUTH MARK WAS SET.  HEIGHT OF LIGHT ABOVE MARK WAS 1.68 METERS.
 PN1256
 PN1256                          STATION RECOVERY (2004)
 PN1256
 PN1256'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN1256'STATION AND REFERENCE MARK 2 WERE NOT FOUND.  THE STATION HAS A
 PN1256'WITNESS POST BUT THE MONUMENT WAS NOT FOUND WITH PROBING.
 PN1256'REFERENCE MARK 1 WAS RECOVERED IN GOOD CONDITION.  IT IS 1 FOOT SOUTH
 PN1256'OF A SIGNLESS METAL POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0727 ***********************************************************************
 NH0727  DESIGNATION -  H
 NH0727  PID         -  NH0727
 NH0727  STATE/COUNTY-  WI/LAFAYETTE
 NH0727  USGS QUAD   -  ARGYLE (1962)
 NH0727
 NH0727                         *CURRENT SURVEY CONTROL
 NH0727  ___________________________________________________________________
 NH0727* NAD 83(1986)-  42 38 15.     (N)    089 51 37.     (W)     SCALED    
 NH0727* NAVD 88     -       241.061  (meters)     790.88   (feet)  ADJUSTED  
 NH0727  ___________________________________________________________________
 NH0727  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 NH0727  DYNAMIC HT  -         240.986 (meters)     790.63  (feet)  COMP
 NH0727  MODELED GRAV-     980,304.5   (mgal)                       NAVD 88
 NH0727
 NH0727  VERT ORDER  -  FIRST     CLASS II
 NH0727
 NH0727.The horizontal coordinates were scaled from a topographic map and have
 NH0727.an estimated accuracy of +/- 6 seconds.
 NH0727
 NH0727.The orthometric height was determined by differential leveling
 NH0727.and adjusted by the National Geodetic Survey in June 1991..
 NH0727
 NH0727.The geoid height was determined by GEOID03.
 NH0727
 NH0727.The dynamic height is computed by dividing the NAVD 88
 NH0727.geopotential number by the normal gravity value computed on the
 NH0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0727.degrees latitude (g = 980.6199 gals.).
 NH0727
 NH0727.The modeled gravity was interpolated from observed gravity values.
 NH0727
 NH0727;                    North         East    Units  Estimated Accuracy
 NH0727;SPC WI S     -    70,830.      611,460.      MT  (+/- 180 meters Scaled)
 NH0727
 NH0727                          SUPERSEDED SURVEY CONTROL
 NH0727
 NH0727  NGVD 29 (??/??/92)  241.160  (m)          791.21   (f) ADJ UNCH    1 2
 NH0727
 NH0727.Superseded values are not recommended for survey control.
 NH0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0727.See file dsdata.txt to determine how the superseded data were derived.
 NH0727
 NH0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN654245(NAD 83)
 NH0727_MARKER: DB = BENCH MARK DISK
 NH0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0727_STAMPING: H 1920
 NH0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0727+STABILITY: SURFACE MOTION
 NH0727
 NH0727  HISTORY     - Date     Condition        Report By
 NH0727  HISTORY     - 1920     MONUMENTED       CGS
 NH0727  HISTORY     - 1961     MARK NOT FOUND   USGS
 NH0727  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 NH0727
 NH0727                          STATION DESCRIPTION
 NH0727
 NH0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1920
 NH0727'1.1 MI S FROM WOODFORD.
 NH0727'1-1/8 MI S ALONG THE ABANDONDED ILLINOIS CENTRAL RR FROM
 NH0727'WOODFORD, LAFAYETTE COUNTY, AT A FARM-ROAD CROSSING, 345 FT
 NH0727'S OF MILEPOST 22, 11 FT E OF THE CENTER LINE OF ROADBED, AND 1
 NH0727'FOOT N OF THE S CATTLEGUARD FENCE.  A STANDARD DISK, STAMPED
 NH0727'H 1920 AND SET IN THE TOP OF A CONCRETE POST.
 NH0727
 NH0727                          STATION RECOVERY (1961)
 NH0727
 NH0727'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 NH0727'MARK NOT FOUND.
 NH0727
 NH0727                          STATION RECOVERY (1998)
 NH0727
 NH0727'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH0727'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0116 ***********************************************************************
 ON0116  DESIGNATION -  H 1
 ON0116  PID         -  ON0116
 ON0116  STATE/COUNTY-  WI/GRANT
 ON0116  USGS QUAD   -  WAUZEKA EAST (1983)
 ON0116
 ON0116                         *CURRENT SURVEY CONTROL
 ON0116  ___________________________________________________________________
 ON0116* NAD 83(1986)-  43 01 09.     (N)    090 45 55.     (W)     SCALED    
 ON0116* NAVD 88     -       233.483  (meters)     766.02   (feet)  ADJUSTED  
 ON0116  ___________________________________________________________________
 ON0116  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 ON0116  DYNAMIC HT  -         233.421 (meters)     765.82  (feet)  COMP
 ON0116  MODELED GRAV-     980,349.2   (mgal)                       NAVD 88
 ON0116
 ON0116  VERT ORDER  -  FIRST     CLASS II
 ON0116
 ON0116.The horizontal coordinates were scaled from a topographic map and have
 ON0116.an estimated accuracy of +/- 6 seconds.
 ON0116
 ON0116.The orthometric height was determined by differential leveling
 ON0116.and adjusted by the National Geodetic Survey in June 1991..
 ON0116
 ON0116.The geoid height was determined by GEOID03.
 ON0116
 ON0116.The dynamic height is computed by dividing the NAVD 88
 ON0116.geopotential number by the normal gravity value computed on the
 ON0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0116.degrees latitude (g = 980.6199 gals.).
 ON0116
 ON0116.The modeled gravity was interpolated from observed gravity values.
 ON0116
 ON0116;                    North         East    Units  Estimated Accuracy
 ON0116;SPC WI S     -   113,510.      537,620.      MT  (+/- 180 meters Scaled)
 ON0116
 ON0116                          SUPERSEDED SURVEY CONTROL
 ON0116
 ON0116  NGVD 29 (??/??/92)  233.545  (m)          766.22   (f) ADJ UNCH    1 2
 ON0116
 ON0116.Superseded values are not recommended for survey control.
 ON0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0116.See file dsdata.txt to determine how the superseded data were derived.
 ON0116
 ON0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH820653(NAD 83)
 ON0116_MARKER: DB = BENCH MARK DISK
 ON0116_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ON0116_SP_SET: CONCRETE FOUNDATION
 ON0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0116
 ON0116  HISTORY     - Date     Condition        Report By
 ON0116  HISTORY     - UNK      MONUMENTED       CGS
 ON0116  HISTORY     - 1920     GOOD             NGS
 ON0116  HISTORY     - 1934     GOOD             NGS
 ON0116  HISTORY     - 19980923 MARK NOT FOUND   USPSQD
 ON0116
 ON0116                          STATION DESCRIPTION
 ON0116
 ON0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1920
 ON0116'AT WERLEY.
 ON0116'AT WERLEY, GRANT COUNTY, 100 YARDS NORTH OF THE FORMER CHICAGO
 ON0116'AND NORTH WESTERN RAILWAY STATION, AT THE GENERAL STORE (OWNED
 ON0116'IN 1920 BY V.E. PAINES), IN THE EAST FACE OF THE CONCRETE
 ON0116'FOUNDATION, 2 FEET FROM THE SOUTH CORNER, AND 2 FEET ABOVE THE
 ON0116'GROUND.  A STANDARD DISK.
 ON0116
 ON0116                          STATION RECOVERY (1934)
 ON0116
 ON0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 ON0116'RECOVERED IN GOOD CONDITION.
 ON0116
 ON0116                          STATION RECOVERY (1998)
 ON0116
 ON0116'RECOVERY NOTE BY US POWER SQUADRON 1998
 ON0116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0153 ***********************************************************************
 ON0153  DESIGNATION -  H 10
 ON0153  PID         -  ON0153
 ON0153  STATE/COUNTY-  WI/LA CROSSE
 ON0153  USGS QUAD   -  BANGOR (1983)
 ON0153
 ON0153                         *CURRENT SURVEY CONTROL
 ON0153  ___________________________________________________________________
 ON0153* NAD 83(1986)-  43 53 23.     (N)    090 59 20.     (W)     SCALED    
 ON0153* NAVD 88     -       227.050  (meters)     744.91   (feet)  ADJUSTED  
 ON0153  ___________________________________________________________________
 ON0153  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 ON0153  DYNAMIC HT  -         227.008 (meters)     744.78  (feet)  COMP
 ON0153  MODELED GRAV-     980,427.4   (mgal)                       NAVD 88
 ON0153
 ON0153  VERT ORDER  -  FIRST     CLASS II
 ON0153
 ON0153.The horizontal coordinates were scaled from a topographic map and have
 ON0153.an estimated accuracy of +/- 6 seconds.
 ON0153
 ON0153.The orthometric height was determined by differential leveling
 ON0153.and adjusted by the National Geodetic Survey in June 1991..
 ON0153
 ON0153.The geoid height was determined by GEOID03.
 ON0153
 ON0153.The dynamic height is computed by dividing the NAVD 88
 ON0153.geopotential number by the normal gravity value computed on the
 ON0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0153.degrees latitude (g = 980.6199 gals.).
 ON0153
 ON0153.The modeled gravity was interpolated from observed gravity values.
 ON0153
 ON0153;                    North         East    Units  Estimated Accuracy
 ON0153;SPC WI S     -   210,410.      520,540.      MT  (+/- 180 meters Scaled)
 ON0153
 ON0153                          SUPERSEDED SURVEY CONTROL
 ON0153
 ON0153  NGVD 29 (??/??/92)  227.061  (m)          744.95   (f) ADJ UNCH    1 2
 ON0153
 ON0153.Superseded values are not recommended for survey control.
 ON0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0153.See file dsdata.txt to determine how the superseded data were derived.
 ON0153
 ON0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ615615(NAD 83)
 ON0153_MARKER: DB = BENCH MARK DISK
 ON0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0153_STAMPING: 744.949 H 10 1930
 ON0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0153+STABILITY: SURFACE MOTION
 ON0153
 ON0153  HISTORY     - Date     Condition        Report By
 ON0153  HISTORY     - 1930     MONUMENTED       CGS
 ON0153  HISTORY     - 1961     GOOD             USGS
 ON0153  HISTORY     - 1985     MARK NOT FOUND   NGS
 ON0153
 ON0153                          STATION DESCRIPTION
 ON0153
 ON0153'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 ON0153'AT BANGOR.
 ON0153'AT BANGOR, 290 FT. SE. OF THE E. END OF THE CHICAGO, MILWAUKEE,
 ON0153'ST. PAUL AND PACIFIC RAILROAD STATION, T. 16. N., R. 5 W., NEAR
 ON0153'1/4 COR. BETWEEN SECS. 4 AND 5, 40 FT. S. AND 111 FT. W OF THE
 ON0153'CENTER OF A STREET AND TWO TRACK CROSSINGS, 30 FT. S. OF THE S.
 ON0153'RAIL, IN THE TOP OF A CONC. POST A STND. USC AND GS DISK STAMPED
 ON0153'744,949 H 10 1930.
 ON0153
 ON0153                          STATION RECOVERY (1985)
 ON0153
 ON0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ON0153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0419 ***********************************************************************
 OM0419  DESIGNATION -  H 101
 OM0419  PID         -  OM0419
 OM0419  STATE/COUNTY-  WI/DANE
 OM0419  USGS QUAD   -  MADISON WEST (1983)
 OM0419
 OM0419                         *CURRENT SURVEY CONTROL
 OM0419  ___________________________________________________________________
 OM0419* NAD 83(1986)-  43 03 14.     (N)    089 23 19.     (W)     SCALED    
 OM0419* NAVD 88     -       262.820  (meters)     862.27   (feet)  ADJUSTED  
 OM0419  ___________________________________________________________________
 OM0419  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 OM0419  DYNAMIC HT  -         262.751 (meters)     862.04  (feet)  COMP
 OM0419  MODELED GRAV-     980,352.3   (mgal)                       NAVD 88
 OM0419
 OM0419  VERT ORDER  -  SECOND    CLASS 0
 OM0419
 OM0419.The horizontal coordinates were scaled from a topographic map and have
 OM0419.an estimated accuracy of +/- 6 seconds.
 OM0419
 OM0419.The orthometric height was determined by differential leveling
 OM0419.and adjusted by the National Geodetic Survey in June 1991..
 OM0419
 OM0419.The geoid height was determined by GEOID03.
 OM0419
 OM0419.The dynamic height is computed by dividing the NAVD 88
 OM0419.geopotential number by the normal gravity value computed on the
 OM0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0419.degrees latitude (g = 980.6199 gals.).
 OM0419
 OM0419.The modeled gravity was interpolated from observed gravity values.
 OM0419
 OM0419;                    North         East    Units  Estimated Accuracy
 OM0419;SPC WI S     -   117,260.      649,810.      MT  (+/- 180 meters Scaled)
 OM0419
 OM0419                          SUPERSEDED SURVEY CONTROL
 OM0419
 OM0419  NGVD 29 (??/??/92)  262.881  (m)          862.47   (f) ADJ UNCH    2 0
 OM0419
 OM0419.Superseded values are not recommended for survey control.
 OM0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0419.See file dsdata.txt to determine how the superseded data were derived.
 OM0419
 OM0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN054695(NAD 83)
 OM0419_MARKER: DB = BENCH MARK DISK
 OM0419_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OM0419_SP_SET: PIER
 OM0419_STAMPING: H-101 1934
 OM0419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0419
 OM0419  HISTORY     - Date     Condition        Report By
 OM0419  HISTORY     - 1934     MONUMENTED       CGS
 OM0419  HISTORY     - 1943     GOOD             CNWRR
 OM0419
 OM0419                          STATION DESCRIPTION
 OM0419
 OM0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0419'AT MADISON.
 OM0419'ALONG THE CHICAGO AND NORTHWESTERN RAILROAD AT BRIDGE 231 1/2,
 OM0419'WHERE OLIN AVENUE OVERPASSES THE RAILROAD.  SET VERTICALLY,
 OM0419'3 1/2 FEET ABOVE RAIL TOP IN EAST CONCRETE PIER, 12 FEET EAST
 OM0419'OF CENTERLINE OF THE EAST TRACK AND 12 FEET SOUTH OF NORTH END
 OM0419'OF PIER.
 OM0419
 OM0419                          STATION RECOVERY (1943)
 OM0419
 OM0419'RECOVERY NOTE BY CHICAGO AND NORTH WESTERN RAILROAD 1943
 OM0419'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0293 ***********************************************************************
 NH0293  DESIGNATION -  H 102
 NH0293  PID         -  NH0293
 NH0293  STATE/COUNTY-  WI/JEFFERSON
 NH0293  USGS QUAD   -  MILTON (1976)
 NH0293
 NH0293                         *CURRENT SURVEY CONTROL
 NH0293  ___________________________________________________________________
 NH0293* NAD 83(1986)-  42 50 39.     (N)    088 55 14.     (W)     SCALED    
 NH0293* NAVD 88     -       249.909  (meters)     819.91   (feet)  ADJUSTED  
 NH0293  ___________________________________________________________________
 NH0293  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 NH0293  DYNAMIC HT  -         249.841 (meters)     819.69  (feet)  COMP
 NH0293  MODELED GRAV-     980,341.0   (mgal)                       NAVD 88
 NH0293
 NH0293  VERT ORDER  -  SECOND    CLASS 0
 NH0293
 NH0293.The horizontal coordinates were scaled from a topographic map and have
 NH0293.an estimated accuracy of +/- 6 seconds.
 NH0293
 NH0293.The orthometric height was determined by differential leveling
 NH0293.and adjusted by the National Geodetic Survey in June 1991..
 NH0293
 NH0293.The geoid height was determined by GEOID03.
 NH0293
 NH0293.The dynamic height is computed by dividing the NAVD 88
 NH0293.geopotential number by the normal gravity value computed on the
 NH0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0293.degrees latitude (g = 980.6199 gals.).
 NH0293
 NH0293.The modeled gravity was interpolated from observed gravity values.
 NH0293
 NH0293;                    North         East    Units  Estimated Accuracy
 NH0293;SPC WI S     -    94,350.      688,240.      MT  (+/- 180 meters Scaled)
 NH0293
 NH0293                          SUPERSEDED SURVEY CONTROL
 NH0293
 NH0293  NGVD 29 (??/??/92)  249.975  (m)          820.13   (f) ADJ UNCH    2 0
 NH0293
 NH0293.Superseded values are not recommended for survey control.
 NH0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0293.See file dsdata.txt to determine how the superseded data were derived.
 NH0293
 NH0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN430452(NAD 83)
 NH0293_MARKER: DB = BENCH MARK DISK
 NH0293_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NH0293_SP_SET: CULVERT
 NH0293_STAMPING: H 102 1934
 NH0293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0293
 NH0293  HISTORY     - Date     Condition        Report By
 NH0293  HISTORY     - 1934     MONUMENTED       CGS
 NH0293  HISTORY     - 20060906 MARK NOT FOUND   GEOCAC
 NH0293
 NH0293                          STATION DESCRIPTION
 NH0293
 NH0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NH0293'AT KOSHKONONG.
 NH0293'AT KOSHKONONG, JEFFERSON COUNTY, OPPOSITE CHICAGO AND NORTH
 NH0293'WESTERN RAILWAY BRIDGE 160, 57 FEET EAST OF THE CENTERLINE OF
 NH0293'THE TRACK, AT A 3-FOOT CONCRETE BOX CULVERT UNDER A HIGHWAY,
 NH0293'IN THE TOP OF THE CENTER OF THE WEST HEADWALL, 25 FEET WEST
 NH0293'OF THE CENTERLINE OF THE HIGHWAY, AND 4 FEET LOWER THAN THE
 NH0293'RAIL.  A STANDARD DISK, STAMPED H 102 1934.
 NH0293
 NH0293                          STATION RECOVERY (2006)
 NH0293
 NH0293'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 NH0293'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0228 ***********************************************************************
 OM0228  DESIGNATION -  H 103
 OM0228  PID         -  OM0228
 OM0228  STATE/COUNTY-  WI/DODGE
 OM0228  USGS QUAD   -  CLYMAN (1980)
 OM0228
 OM0228                         *CURRENT SURVEY CONTROL
 OM0228  ___________________________________________________________________
 OM0228* NAD 83(1986)-  43 19 31.     (N)    088 43 02.     (W)     SCALED    
 OM0228* NAVD 88     -       272.182  (meters)     892.98   (feet)  ADJUSTED  
 OM0228  ___________________________________________________________________
 OM0228  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 OM0228  DYNAMIC HT  -         272.117 (meters)     892.77  (feet)  COMP
 OM0228  MODELED GRAV-     980,372.2   (mgal)                       NAVD 88
 OM0228
 OM0228  VERT ORDER  -  SECOND    CLASS 0
 OM0228
 OM0228.The horizontal coordinates were scaled from a topographic map and have
 OM0228.an estimated accuracy of +/- 6 seconds.
 OM0228
 OM0228.The orthometric height was determined by differential leveling
 OM0228.and adjusted by the National Geodetic Survey in June 1991..
 OM0228
 OM0228.The geoid height was determined by GEOID03.
 OM0228
 OM0228.The dynamic height is computed by dividing the NAVD 88
 OM0228.geopotential number by the normal gravity value computed on the
 OM0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0228.degrees latitude (g = 980.6199 gals.).
 OM0228
 OM0228.The modeled gravity was interpolated from observed gravity values.
 OM0228
 OM0228;                    North         East    Units  Estimated Accuracy
 OM0228;SPC WI S     -   148,030.      704,030.      MT  (+/- 180 meters Scaled)
 OM0228
 OM0228                          SUPERSEDED SURVEY CONTROL
 OM0228
 OM0228  NGVD 29 (??/??/92)  272.235  (m)          893.16   (f) ADJ UNCH    2 0
 OM0228
 OM0228.Superseded values are not recommended for survey control.
 OM0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0228.See file dsdata.txt to determine how the superseded data were derived.
 OM0228
 OM0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN607983(NAD 83)
 OM0228_MARKER: DB = BENCH MARK DISK
 OM0228_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OM0228_SP_SET: WALL
 OM0228_STAMPING: H-103 1934
 OM0228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0228
 OM0228  HISTORY     - Date     Condition        Report By
 OM0228  HISTORY     - 1934     MONUMENTED       CGS
 OM0228
 OM0228                          STATION DESCRIPTION
 OM0228
 OM0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0228'AT CLYMAN JUNCTION.
 OM0228'ALONG THE CHICAGO AND NORTHWESTERN RAILROAD AT BRICK SIGNAL
 OM0228'TOWER IN THE SOUTHWEST QUARTER OF THE RAILROAD CROSSING.  SET
 OM0228'VERTICALLY IN THE EAST WALL, 2 FEET SOUTH OF THE NORTHEAST
 OM0228'CORNER, 2.5 FEET ABOVE THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0279 ***********************************************************************
 OM0279  DESIGNATION -  H 104
 OM0279  PID         -  OM0279
 OM0279  STATE/COUNTY-  WI/DODGE
 OM0279  USGS QUAD   -  HORICON (1980)
 OM0279
 OM0279                         *CURRENT SURVEY CONTROL
 OM0279  ___________________________________________________________________
 OM0279* NAD 83(1986)-  43 27 13.     (N)    088 41 47.     (W)     SCALED    
 OM0279* NAVD 88     -       280.962  (meters)     921.79   (feet)  ADJUSTED  
 OM0279  ___________________________________________________________________
 OM0279  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 OM0279  DYNAMIC HT  -         280.896 (meters)     921.57  (feet)  COMP
 OM0279  MODELED GRAV-     980,376.8   (mgal)                       NAVD 88
 OM0279
 OM0279  VERT ORDER  -  SECOND    CLASS I
 OM0279
 OM0279.The horizontal coordinates were scaled from a topographic map and have
 OM0279.an estimated accuracy of +/- 6 seconds.
 OM0279
 OM0279.The orthometric height was determined by differential leveling
 OM0279.and adjusted by the National Geodetic Survey in October 2000..
 OM0279
 OM0279.The geoid height was determined by GEOID03.
 OM0279
 OM0279.The dynamic height is computed by dividing the NAVD 88
 OM0279.geopotential number by the normal gravity value computed on the
 OM0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0279.degrees latitude (g = 980.6199 gals.).
 OM0279
 OM0279.The modeled gravity was interpolated from observed gravity values.
 OM0279
 OM0279;                    North         East    Units  Estimated Accuracy
 OM0279;SPC WI S     -   162,310.      705,500.      MT  (+/- 180 meters Scaled)
 OM0279
 OM0279                          SUPERSEDED SURVEY CONTROL
 OM0279
 OM0279  NAVD 88 (06/15/91)  281.166  (m)          922.46   (f) UNKNOWN     2 0
 OM0279  NGVD 29 (??/??/92)  281.213  (m)          922.61   (f) ADJ UNCH    2 0
 OM0279
 OM0279.Superseded values are not recommended for survey control.
 OM0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0279.See file dsdata.txt to determine how the superseded data were derived.
 OM0279
 OM0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP627125(NAD 83)
 OM0279_MARKER: DB = BENCH MARK DISK
 OM0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0279_STAMPING: H 104 1934
 OM0279_MARK LOGO: CGS   
 OM0279_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0279+STABILITY: SURFACE MOTION
 OM0279_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0279+SATELLITE: SATELLITE OBSERVATIONS - 2005
 OM0279
 OM0279  HISTORY     - Date     Condition        Report By
 OM0279  HISTORY     - 1934     MONUMENTED       CGS
 OM0279  HISTORY     - 1977     GOOD             WIDT
 OM0279  HISTORY     - 19990713 GOOD             WIDT
 OM0279  HISTORY     - 20030816 GOOD             USPSQD
 OM0279  HISTORY     - 20040608 GOOD             WIDT
 OM0279  HISTORY     - 2005     GOOD             WIDT
 OM0279
 OM0279                          STATION DESCRIPTION
 OM0279
 OM0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0279'AT MINNESOTA JUNCTION.
 OM0279'SET IN POST, 195 FEET EAST OF RAILROAD CROSSING AND 46 FEET
 OM0279'SOUTH OF THE MAIN TRACKS OF THE CHICAGO, MILWAUKEE, ST PAUL
 OM0279'AND PACIFIC RAILROAD.  2 FEET NORTH OF FENCE LINE AND ABOUT 4
 OM0279'FEET BELOW TRACKS.
 OM0279
 OM0279                          STATION RECOVERY (1977)
 OM0279
 OM0279'RECOVERY NOTE BY WI DEPT OF TRANSP 1977
 OM0279'RECOVERED IN GOOD CONDITION.
 OM0279
 OM0279                          STATION RECOVERY (1999)
 OM0279
 OM0279'RECOVERY NOTE BY WI DEPT OF TRANSP 1999 (DJH)
 OM0279'THE STATION IS LOCATED ABOUT 11.26 KM (7.00 MI) EAST OF BEAVER DAM IN
 OM0279'THE COMMUNITY OF MINNESOTA JUNCTION.  OWNERSHIP--WISCONSIN DEPARTMENT
 OM0279'OF NATURAL RESOURCES.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 OM0279'HIGHWAY 26 WITH STATE HIGHWAY 33 APPROXIMATELY 4.0 KM (2.50 MI) NORTH
 OM0279'OF THE CITY OF JUNEAU, GO NORTH ON HIGHWAY 26 FOR 0.13 KM (0.10 MI) TO
 OM0279'NORTH STREET IN THE COMMUNITY OF MINNESOTA JUNCTION, TURN RIGHT AND GO
 OM0279'EAST ON NORTH STREET FOR 0.2 KM (0.10 MI) TO CENTER STREET, TURN LEFT
 OM0279'AND GO NORTH ON CENTER STREET FOR 0.2 KM (0.10 MI) TO THE STATION ON
 OM0279'THE LEFT.  THE STATION IS A BRONZE CGS BENCH MARK DISK STAMPED --H 104
 OM0279'1934-- AND SET IN THE TOP OF A 23-CM (9-IN) SQUARE CONCRETE POST FLUSH
 OM0279'WITH GROUND AND ABOUT 1 M (3.3 FT) BELOW THE TOP OF THE RAIL.  THE
 OM0279'STATION IS 45.8 M (150.3 FT) WEST OF THE CENTERLINE OF CENTER STREET,
 OM0279'62 M (203.4 FT) EAST ALONG THE RAIL FROM THE INTERSECTION WITH THE
 OM0279'WILD GOOSE STATE TRAIL, 52.4 M (171.9 FT) WEST OF TELEPHONE PEDESTAL
 OM0279'--L111 15--, 36.3 M (119.1 FT) WEST-NORTHWEST OF THE CENTER OF POWER
 OM0279'POLE --11-15-3.1 46/10--, 17.4 M (57.1 FT) SOUTH OF THE SOUTH RAIL,
 OM0279'AND 14.6 M (47.9 FT) SOUTHWEST OF AN ORANGE FIBERGLASS WITNESS POST.
 OM0279'---NOTE---VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN TWO
 OM0279'QUADRANTS APPROXIMATELY 5 M (16.4 FT) NORTHERLY OF THE STATION
 OM0279'EXTENDING TO MORE THAN 85 DEGREES ABOVE THE HORIZON.
 OM0279
 OM0279                          STATION RECOVERY (2003)
 OM0279
 OM0279'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0279'RECOVERED IN GOOD CONDITION.
 OM0279
 OM0279                          STATION RECOVERY (2004)
 OM0279
 OM0279'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 OM0279'RECOVERED AS DESCRIBED EXCEPT STATION HAS SEVERE MARKS ON THE DISK.
 OM0279
 OM0279                          STATION RECOVERY (2005)
 OM0279
 OM0279'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (TSS)
 OM0279'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0186 ***********************************************************************
 OM0186  DESIGNATION -  H 105
 OM0186  PID         -  OM0186
 OM0186  STATE/COUNTY-  WI/FOND DU LAC
 OM0186  USGS QUAD   -  BRANDON (1980)
 OM0186
 OM0186                         *CURRENT SURVEY CONTROL
 OM0186  ___________________________________________________________________
 OM0186* NAD 83(1986)-  43 40 50.     (N)    088 45 14.     (W)     SCALED    
 OM0186* NAVD 88     -       281.803  (meters)     924.55   (feet)  ADJUSTED  
 OM0186  ___________________________________________________________________
 OM0186  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 OM0186  DYNAMIC HT  -         281.739 (meters)     924.34  (feet)  COMP
 OM0186  MODELED GRAV-     980,386.1   (mgal)                       NAVD 88
 OM0186
 OM0186  VERT ORDER  -  SECOND    CLASS I
 OM0186
 OM0186.The horizontal coordinates were scaled from a topographic map and have
 OM0186.an estimated accuracy of +/- 6 seconds.
 OM0186
 OM0186.The orthometric height was determined by differential leveling
 OM0186.and adjusted by the National Geodetic Survey in February 2001..
 OM0186
 OM0186.The geoid height was determined by GEOID03.
 OM0186
 OM0186.The dynamic height is computed by dividing the NAVD 88
 OM0186.geopotential number by the normal gravity value computed on the
 OM0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0186.degrees latitude (g = 980.6199 gals.).
 OM0186
 OM0186.The modeled gravity was interpolated from observed gravity values.
 OM0186
 OM0186;                    North         East    Units  Estimated Accuracy
 OM0186;SPC WI S     -   187,450.      700,470.      MT  (+/- 180 meters Scaled)
 OM0186
 OM0186                          SUPERSEDED SURVEY CONTROL
 OM0186
 OM0186  NAVD 88 (06/15/91)  281.757  (m)          924.40   (f) UNKNOWN     2 0
 OM0186  NGVD 29 (??/??/92)  281.793  (m)          924.52   (f) ADJ UNCH    2 0
 OM0186
 OM0186.Superseded values are not recommended for survey control.
 OM0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0186.See file dsdata.txt to determine how the superseded data were derived.
 OM0186
 OM0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP586378(NAD 83)
 OM0186_MARKER: DB = BENCH MARK DISK
 OM0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0186_STAMPING: H 105 1934
 OM0186_MARK LOGO: CGS   
 OM0186_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0186+STABILITY: SURFACE MOTION
 OM0186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0186+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2006
 OM0186
 OM0186  HISTORY     - Date     Condition        Report By
 OM0186  HISTORY     - 1934     MONUMENTED       CGS
 OM0186  HISTORY     - 1954     MARK NOT FOUND   USGS
 OM0186  HISTORY     - 1976     GOOD             USGS
 OM0186  HISTORY     - 20000313 GOOD             WIDT
 OM0186  HISTORY     - 20030730 MARK NOT FOUND   USPSQD
 OM0186  HISTORY     - 20050511 GOOD             WIDT
 OM0186  HISTORY     - 20060919 GOOD             USPSQD
 OM0186
 OM0186                          STATION DESCRIPTION
 OM0186
 OM0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0186'3.7 MI N FROM WAUPUN.
 OM0186'3.7 MILES NORTH OF COURT HOUSE ALONG THE CHICAGO, MILWAUKEE,
 OM0186'ST PAUL AND PACIFIC RAILROAD AT ROAD CROSSING, 1 POLE NORTH OF
 OM0186'MILEPOLE 157.  SET IN POST, 38 FEET EAST OF CENTERLINE OF TRACKS,
 OM0186'36 FEET WEST OF CENTERLINE OF ROAD, 36 FEET NORTH OF POLE AND 1
 OM0186'FOOT WEST OF FENCE LINE, ON EDGE OF CUT.  NOTE-- THERE HAS BEEN
 OM0186'CONSTRUCTION OF A NEW ROAD IN THE AREA.
 OM0186
 OM0186                          STATION RECOVERY (1954)
 OM0186
 OM0186'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 OM0186'MARK NOT FOUND.
 OM0186
 OM0186                          STATION RECOVERY (1976)
 OM0186
 OM0186'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 OM0186'24 FT. SE CENTERLINE OF ROADWAY, 30 FT. E OF RR XING. ROAD HAS BEEN
 OM0186'MOVED. THE MARK HAS NOT BEEN MOVED.
 OM0186
 OM0186                          STATION RECOVERY (2000)
 OM0186
 OM0186'RECOVERY NOTE BY WI DEPT OF TRANSP 2000 (DJH)
 OM0186'THE STATION IS LOCATED ABOUT 27.36 KM (17.00 MI) WEST-SOUTHWEST OF
 OM0186'FOND DU LAC AND 8.05 KM (5.00 MI) NORTH-NORTHWEST OF WAUPUN.
 OM0186'OWNERSHIP--TOWN OF WAUPUN.  TO REACH THE STATION FROM THE JUNCTION OF
 OM0186'STATE HIGHWAY 49 WITH COUNTY HIGHWAY TC ABOUT 0.8 KM (0.50 MI)
 OM0186'SOUTHEAST OF THE VILLAGE OF BRANDON, GO SOUTH ON STATE HIGHWAY 49 FOR
 OM0186'5.31 KM (3.30 MI) TO HEMP ROAD ON THE LEFT, TURN LEFT AND GO EAST ON
 OM0186'HEMP ROAD FOR 1.77 KM (1.10 MI) TO HEIDEMAN ROAD ON THE RIGHT,
 OM0186'CONTINUE NORTHEAST ON HEMP ROAD F0R 65 M (213.3 FT) TO THE STATION ON
 OM0186'THE RIGHT.  THE STATION IS A BRONZE CGS BENCH MARK DISK STAMPED --H
 OM0186'105 1934-- SET IN THE TOP OF A 25-CM (9-INCH) SQUARE CONCRETE POST
 OM0186'FLUSH WITH THE GROUND AND ABOUT 0.5 M (1.6 FT) BELOW THE ROAD
 OM0186'PAVEMENT.  THE STATION IS 7.6 M (24.9 FT) SOUTHEAST OF THE CENTERLINE
 OM0186'OF HEMP ROAD, 65 M (213.3 FT) NORTHEAST OF THE CENTERLINE OF HEIDEMAN
 OM0186'ROAD, 51 M (167.3 FT) SOUTHWEST OF POWER POLE --14-15-18 29/17--, 27.9
 OM0186'M (91.5 FT) WEST OF POWER POLE --14-15-18 27/16--, 13.9 M (45.6 FT)
 OM0186'NORTHEAST OF THE NORTHERN MOST RAIL OF THE RAILROAD, AND 0.9 M (3.0
 OM0186'FT) NORTHWEST OF AN ORANGE FIBERGLASS WITNESS POST. ---NOTE---THIS
 OM0186'STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES
 OM0186'ABOVE THE HORIZON EXCEPT FOR TREES IN THE SOUTHEAST QUADRANT EXTENDING
 OM0186'TO 25 DEGREES ABOVE THE HORIZON AND POWERLINES FROM THE WEST QUADRANT
 OM0186'TO THE NORTH QUADRANT EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
 OM0186
 OM0186                          STATION RECOVERY (2003)
 OM0186
 OM0186'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0186'STATION WAS NOT FOUND.  THERE WAS A BAD GRASS FIRE IN THE FALL OF 2002
 OM0186'THAT PROBABLY MELTED THE WITNESS POST.  THERE HAS BEEN HEAVY WEED
 OM0186'GROWTH.  SEARCHED FOR AN EXTENDED TIME WITH THE ASSISTANCE OF A
 OM0186'HIGHWAY MAINTENANCE PERSON WHO HAD SEEN THE WITNESS POST IN THE PAST
 OM0186'AND IS FAMILIAR WITH THE LOCATION.
 OM0186'NOTE-- AS DESCRIBED IN 2000, THE STATION CANNOT BE 27.9 M WEST OF
 OM0186'POWERPOLE --14-15-18 27/16-- FOR THAT WOULD PLACE IT IN A CULTIVATED
 OM0186'FIELD - PERHAPS IT SHOULD BE EAST OF THE POLE.
 OM0186
 OM0186                          STATION RECOVERY (2005)
 OM0186
 OM0186'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 OM0186'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 5 CM ABOVE GROUND
 OM0186'LEVEL, 0.5 M NORTHWEST OF AN ORANGE FIBERGLASS WITNESS POST, AND 1 M
 OM0186'SOUTHEAST AND 1 M NORTHEAST OF TWO WHITE PLASTIC WITNESS POSTS.
 OM0186'NOTE-- THE SOUTHEAST CORNER OF THE SQUARE CONCRETE POST IS CHIPPED
 OM0186'AWAY.  THE CHIP DOES NOT APPEAR TO BE RECENT.  TREES TO THE EAST AND
 OM0186'SOUTHEAST ARE HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 OM0186
 OM0186                          STATION RECOVERY (2006)
 OM0186
 OM0186'RECOVERY NOTE BY US POWER SQUADRON 2006
 OM0186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0093 ***********************************************************************
 OM0093  DESIGNATION -  H 106 RESET 1972
 OM0093  PID         -  OM0093
 OM0093  STATE/COUNTY-  WI/WAUKESHA
 OM0093  USGS QUAD   -  HARTLAND (1994)
 OM0093
 OM0093                         *CURRENT SURVEY CONTROL
 OM0093  ___________________________________________________________________
 OM0093* NAD 83(1986)-  43 05 01.     (N)    088 15 51.     (W)     SCALED    
 OM0093* NAVD 88     -       260.30   (+/-2cm)     854.0    (feet)  VERTCON   
 OM0093  ___________________________________________________________________
 OM0093  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 OM0093
 OM0093  VERT ORDER  -  THIRD (See Below)
 OM0093
 OM0093.The horizontal coordinates were scaled from a topographic map and have
 OM0093.an estimated accuracy of +/- 6 seconds.
 OM0093
 OM0093.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0093.The vertical order pertains to the NGVD 29 superseded value.
 OM0093
 OM0093.The geoid height was determined by GEOID03.
 OM0093
 OM0093;                    North         East    Units  Estimated Accuracy
 OM0093;SPC WI S     -   121,850.      741,330.      MT  (+/- 180 meters Scaled)
 OM0093
 OM0093                          SUPERSEDED SURVEY CONTROL
 OM0093
 OM0093  NGVD 29 (09/01/04)  260.38   (m)          854.3    (f) RESET       3  
 OM0093
 OM0093.Superseded values are not recommended for survey control.
 OM0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0093.See file dsdata.txt to determine how the superseded data were derived.
 OM0093
 OM0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN970708(NAD 83)
 OM0093_MARKER: DB = BENCH MARK DISK
 OM0093_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OM0093_SP_SET: SIDEWALK
 OM0093_STAMPING: H 106 RESET 1972
 OM0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0093
 OM0093  HISTORY     - Date     Condition        Report By
 OM0093  HISTORY     - 1973     MONUMENTED       LOCENG
 OM0093  HISTORY     - 20060821 MARK NOT FOUND   USPSQD
 OM0093
 OM0093                          STATION DESCRIPTION
 OM0093
 OM0093'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 OM0093'AT PEWAUKEE.
 OM0093'AT PEWAUKEE, WAUKESHA COUNTY, IN THE SIDEWALK ADJACENT TO THE
 OM0093'CURB AND GUTTER, 39 FEET SOUTHWEST OF THE CENTERLINE OF WEST
 OM0093'WISCONSIN AVENUE, 54 FEET NORTHEAST OF THE SHORE OF PEWAUKEE
 OM0093'LAKE, AND 242 FEET SOUTHEAST OF THE CENTERLINE OF THE SPILLWAY
 OM0093'OUTLET OF PEWAUKEE LAKE.  A STANDARD DISK STAMPED H 106 RESET
 OM0093'1972.
 OM0093
 OM0093                          STATION RECOVERY (2006)
 OM0093
 OM0093'RECOVERY NOTE BY US POWER SQUADRON 2006
 OM0093'STATION WAS NOT RECOVERED.  ALL THE SIDEWALKS IN THE AREA HAVE BEEN
 OM0093'REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0294 ***********************************************************************
 OM0294  DESIGNATION -  H 107
 OM0294  PID         -  OM0294
 OM0294  STATE/COUNTY-  WI/JEFFERSON
 OM0294  USGS QUAD   -  WATERLOO (1976)
 OM0294
 OM0294                         *CURRENT SURVEY CONTROL
 OM0294  ___________________________________________________________________
 OM0294* NAD 83(1986)-  43 10 50.     (N)    088 59 32.     (W)     SCALED    
 OM0294* NAVD 88     -       264.021  (meters)     866.21   (feet)  ADJUSTED  
 OM0294  ___________________________________________________________________
 OM0294  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 OM0294  DYNAMIC HT  -         263.953 (meters)     865.99  (feet)  COMP
 OM0294  MODELED GRAV-     980,359.0   (mgal)                       NAVD 88
 OM0294
 OM0294  VERT ORDER  -  SECOND    CLASS I
 OM0294
 OM0294.The horizontal coordinates were scaled from a topographic map and have
 OM0294.an estimated accuracy of +/- 6 seconds.
 OM0294
 OM0294.The orthometric height was determined by differential leveling
 OM0294.and adjusted by the National Geodetic Survey in June 1991..
 OM0294
 OM0294.The geoid height was determined by GEOID03.
 OM0294
 OM0294.The dynamic height is computed by dividing the NAVD 88
 OM0294.geopotential number by the normal gravity value computed on the
 OM0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0294.degrees latitude (g = 980.6199 gals.).
 OM0294
 OM0294.The modeled gravity was interpolated from observed gravity values.
 OM0294
 OM0294;                    North         East    Units  Estimated Accuracy
 OM0294;SPC WI S     -   131,640.      681,930.      MT  (+/- 180 meters Scaled)
 OM0294
 OM0294                          SUPERSEDED SURVEY CONTROL
 OM0294
 OM0294  NGVD 29 (??/??/92)  264.081  (m)          866.41   (f) ADJ UNCH    2 0
 OM0294
 OM0294.Superseded values are not recommended for survey control.
 OM0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0294.See file dsdata.txt to determine how the superseded data were derived.
 OM0294
 OM0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN380827(NAD 83)
 OM0294_MARKER: DB = BENCH MARK DISK
 OM0294_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OM0294_SP_SET: WATER TOWER FOOTING
 OM0294_STAMPING: H 107 1934
 OM0294_MARK LOGO: CGS   
 OM0294_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OM0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0294+STABILITY: SURFACE MOTION
 OM0294_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0294+SATELLITE: SATELLITE OBSERVATIONS - 2001
 OM0294
 OM0294  HISTORY     - Date     Condition        Report By
 OM0294  HISTORY     - 1934     MONUMENTED       CGS
 OM0294  HISTORY     - 1979     GOOD             ALSTER
 OM0294  HISTORY     - 2001     GOOD             WIDT
 OM0294
 OM0294                          STATION DESCRIPTION
 OM0294
 OM0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0294'AT WATERLOO.
 OM0294'SOUTH ALONG JACKSON STREET 2 BLOCKS FROM THE DEPOT AT THE CITY
 OM0294'WATER TANK.  SET IN THE WEST CORNER OF THE NORTHWEST CONCRETE
 OM0294'PEDESTAL STONE, 2 FEET ABOVE THE GROUND.
 OM0294
 OM0294                          STATION RECOVERY (1979)
 OM0294
 OM0294'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1979
 OM0294'RECOVERED IN GOOD CONDITION.
 OM0294
 OM0294                          STATION RECOVERY (2001)
 OM0294
 OM0294'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OM0294'THE STATION IS LOCATED ABOUT 34 KM EAST-NORTHEAST OF MADISON IN
 OM0294'WATERLOO. OWNERSHIP--CITY OF WATERLOO.  TO REACH THE STATION FROM THE
 OM0294'JUNCTION OF STATE HIGHWAY 19 WITH STATE HIGHWAY 89 NORTH IN THE CITY
 OM0294'OF WATERLOO, GO WEST ON STATE HIGHWAY 19 FOR 0.2 KM TO JACKSON STREET
 OM0294'ON THE LEFT, TURN LEFT AND GO SOUTH ON JACKSON STREET FOR 0.3 KM TO
 OM0294'SQUIRE STREET ON THE LEFT, TURN LEFT AND GO EAST ON SQUIRE STREET FOR
 OM0294'0.1 KM TO A WATE TOWER AND THE STATION ON THE RIGHT.  THE STATION IS
 OM0294'A BRONZE US COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP
 OM0294'OF A 1.8 M SQUARE CONCRETE FOOTING ABOUT 5 M ABOVE THE STREET
 OM0294'PAVEMENT.  THE STATION IS 18.5 M SOUTH OF THE CENTERLINE OF SQUIRE
 OM0294'STREET, 15.5 M SOUTHWEST OF LIGHT POLE --0515--, 8.3 M SOUTHEAST OF
 OM0294'THE CORNER OF A RETAINING WALL, 6.2 M NORTHWEST OF THE CENTER PIPE OF
 OM0294'THE WATER TOWER, AND 0.7 M EAST OF THE WEST CORNER OF THE FOOTING.
 OM0294'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS DUE TO A WATER TOWER
 OM0294'OVERHEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0453 ***********************************************************************
 OM0453  DESIGNATION -  H 108
 OM0453  PID         -  OM0453
 OM0453  STATE/COUNTY-  WI/DANE
 OM0453  USGS QUAD   -  BLACK EARTH (1982)
 OM0453
 OM0453                         *CURRENT SURVEY CONTROL
 OM0453  ___________________________________________________________________
 OM0453* NAD 83(1986)-  43 08 20.     (N)    089 44 53.     (W)     SCALED    
 OM0453* NAVD 88     -       249.908  (meters)     819.91   (feet)  ADJUSTED  
 OM0453  ___________________________________________________________________
 OM0453  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 OM0453  DYNAMIC HT  -         249.842 (meters)     819.69  (feet)  COMP
 OM0453  MODELED GRAV-     980,350.2   (mgal)                       NAVD 88
 OM0453
 OM0453  VERT ORDER  -  SECOND    CLASS 0
 OM0453
 OM0453.The horizontal coordinates were scaled from a topographic map and have
 OM0453.an estimated accuracy of +/- 6 seconds.
 OM0453
 OM0453.The orthometric height was determined by differential leveling
 OM0453.and adjusted by the National Geodetic Survey in June 1991..
 OM0453
 OM0453.The geoid height was determined by GEOID03.
 OM0453
 OM0453.The dynamic height is computed by dividing the NAVD 88
 OM0453.geopotential number by the normal gravity value computed on the
 OM0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0453.degrees latitude (g = 980.6199 gals.).
 OM0453
 OM0453.The modeled gravity was interpolated from observed gravity values.
 OM0453
 OM0453;                    North         East    Units  Estimated Accuracy
 OM0453;SPC WI S     -   126,550.      620,500.      MT  (+/- 180 meters Scaled)
 OM0453
 OM0453                          SUPERSEDED SURVEY CONTROL
 OM0453
 OM0453  NGVD 29 (??/??/92)  249.965  (m)          820.09   (f) ADJ UNCH    2 0
 OM0453
 OM0453.Superseded values are not recommended for survey control.
 OM0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0453.See file dsdata.txt to determine how the superseded data were derived.
 OM0453
 OM0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN765799(NAD 83)
 OM0453_MARKER: DB = BENCH MARK DISK
 OM0453_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OM0453_SP_SET: BUILDING WALL
 OM0453_STAMPING: H 108 1934
 OM0453_MARK LOGO: CGS   
 OM0453_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0453+STABILITY: SURFACE MOTION
 OM0453_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0453+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2003
 OM0453
 OM0453  HISTORY     - Date     Condition        Report By
 OM0453  HISTORY     - 1934     MONUMENTED       CGS
 OM0453  HISTORY     - 20030919 GOOD             WIDT
 OM0453
 OM0453                          STATION DESCRIPTION
 OM0453
 OM0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0453'AT BLACK EARTH.
 OM0453'ALONG MILL STREET, 1 BLOCK SOUTH OF THE RAILROAD TO THE STATE
 OM0453'BANK.  SET VERTICALLY IN THE NORTH WALL, 20 INCHES EAST OF THE
 OM0453'NORTHWEST CORNER, 3 FEET ABOVE THE STREET LEVEL.
 OM0453
 OM0453                          STATION RECOVERY (2003)
 OM0453
 OM0453'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (TSS)
 OM0453'OWNERSHIP--THE BLACK EARTH STATE BANK.  THE STATION IS SET VERTICALLY
 OM0453'IN THE NORTH FACE OF THE MAIN STRUCTURE OF THE OLD BLACK EARTH STATE
 OM0453'BANK BUILDING AT 1039 MILL STREET, AN ADDITION TO THE BUILDING HAS
 OM0453'ENCLOSED THE STATION WITHIN AN ENCLOSED STAIRWELL LEADING TO THE
 OM0453'BUILDING BASEMENT.  THE STATION IS A BRASS US COAST AND GEODETIC
 OM0453'SURVEY BENCH MARK DISK SET IN A WALL OF A 2 STORY BUILDING.  THE
 OM0453'MONUMENT IS 0.5 M (1.6 FT) EAST OF THE WEST FACE OF THE BUILDING' 0.75
 OM0453'M (2.5 FT) ABOVE THE TOP LANDING OF THE STAIRWELL.  ---NOTE---VISIBLE
 OM0453'OBSTRUCTIONS AT THIS STATION ARE THAT THE DISK IS SET VERTICALLY IN A
 OM0453'WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0476 ***********************************************************************
 OM0476  DESIGNATION -  H 109
 OM0476  PID         -  OM0476
 OM0476  STATE/COUNTY-  WI/SAUK
 OM0476  USGS QUAD   -  SAUK PRAIRIE (1975)
 OM0476
 OM0476                         *CURRENT SURVEY CONTROL
 OM0476  ___________________________________________________________________
 OM0476* NAD 83(1986)-  43 21 00.     (N)    089 45 30.     (W)     SCALED    
 OM0476* NAVD 88     -       264.226  (meters)     866.88   (feet)  ADJUSTED  
 OM0476  ___________________________________________________________________
 OM0476  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 OM0476  DYNAMIC HT  -         264.157 (meters)     866.66  (feet)  COMP
 OM0476  MODELED GRAV-     980,352.1   (mgal)                       NAVD 88
 OM0476
 OM0476  VERT ORDER  -  SECOND    CLASS 0
 OM0476
 OM0476.The horizontal coordinates were scaled from a topographic map and have
 OM0476.an estimated accuracy of +/- 6 seconds.
 OM0476
 OM0476.The orthometric height was determined by differential leveling
 OM0476.and adjusted by the National Geodetic Survey in June 1991..
 OM0476
 OM0476.The geoid height was determined by GEOID03.
 OM0476
 OM0476.The dynamic height is computed by dividing the NAVD 88
 OM0476.geopotential number by the normal gravity value computed on the
 OM0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0476.degrees latitude (g = 980.6199 gals.).
 OM0476
 OM0476.The modeled gravity was interpolated from observed gravity values.
 OM0476
 OM0476;                    North         East    Units  Estimated Accuracy
 OM0476;SPC WI S     -   150,000.      619,590.      MT  (+/- 180 meters Scaled)
 OM0476
 OM0476                          SUPERSEDED SURVEY CONTROL
 OM0476
 OM0476  NGVD 29 (??/??/92)  264.273  (m)          867.04   (f) ADJ UNCH    2 0
 OM0476
 OM0476.Superseded values are not recommended for survey control.
 OM0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0476.See file dsdata.txt to determine how the superseded data were derived.
 OM0476
 OM0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP764033(NAD 83)
 OM0476_MARKER: DB = BENCH MARK DISK
 OM0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0476_STAMPING: H-109 1934
 OM0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0476+STABILITY: SURFACE MOTION
 OM0476
 OM0476  HISTORY     - Date     Condition        Report By
 OM0476  HISTORY     - 1934     MONUMENTED       CGS
 OM0476  HISTORY     - 20031028 MARK NOT FOUND   USPSQD
 OM0476
 OM0476                          STATION DESCRIPTION
 OM0476
 OM0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0476'5.4 MI N FROM PRAIRIE DU SAC.
 OM0476'5.4 MILES NORTH OF BANK ALONG U.S. HIGHWAY 12, 60 FEET EAST OF
 OM0476'THE CENTER LINE OF THE HIGHWAY, 54 FEET WEST OF THE CENTER
 OM0476'LINE OF SIDE-ROAD, 2 FEET BELOW HIGHWAY LEVEL.
 OM0476
 OM0476                          STATION RECOVERY (2003)
 OM0476
 OM0476'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAH)
 OM0476'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0477 ***********************************************************************
 OM0477  DESIGNATION -  H 109 RESET 1946
 OM0477  PID         -  OM0477
 OM0477  STATE/COUNTY-  WI/SAUK
 OM0477  USGS QUAD   -  SAUK PRAIRIE (1975)
 OM0477
 OM0477                         *CURRENT SURVEY CONTROL
 OM0477  ___________________________________________________________________
 OM0477* NAD 83(1986)-  43 21 00.     (N)    089 45 31.     (W)     SCALED    
 OM0477* NAVD 88     -       264.13   (+/-2cm)     866.6    (feet)  VERTCON   
 OM0477  ___________________________________________________________________
 OM0477  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 OM0477
 OM0477  VERT ORDER  -  THIRD (See Below)
 OM0477
 OM0477.The horizontal coordinates were scaled from a topographic map and have
 OM0477.an estimated accuracy of +/- 6 seconds.
 OM0477
 OM0477.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0477.The vertical order pertains to the NGVD 29 superseded value.
 OM0477
 OM0477.The geoid height was determined by GEOID03.
 OM0477
 OM0477;                    North         East    Units  Estimated Accuracy
 OM0477;SPC WI S     -   150,000.      619,570.      MT  (+/- 180 meters Scaled)
 OM0477
 OM0477                          SUPERSEDED SURVEY CONTROL
 OM0477
 OM0477  NGVD 29 (09/01/04)  264.18   (m)          866.7    (f) RESET       3  
 OM0477
 OM0477.Superseded values are not recommended for survey control.
 OM0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0477.See file dsdata.txt to determine how the superseded data were derived.
 OM0477
 OM0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP764033(NAD 83)
 OM0477_MARKER: DB = BENCH MARK DISK
 OM0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0477_STAMPING: H 109 1934 RESET
 OM0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0477+STABILITY: SURFACE MOTION
 OM0477
 OM0477  HISTORY     - Date     Condition        Report By
 OM0477  HISTORY     - 1934     MONUMENTED       WIHD
 OM0477  HISTORY     - 1951     GOOD             NGS
 OM0477  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 OM0477  HISTORY     - 20031021 GOOD             USPSQD
 OM0477
 OM0477                          STATION DESCRIPTION
 OM0477
 OM0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OM0477'5.4 MI N FROM PRAIRIE DU SAC.
 OM0477'5.4 MILES NORTH ALONG U.S. HIGHWAY 12 FROM THE BANK OF PRAIRIE
 OM0477'DU SAC AT PRAIRIE DU SAC, SAUK COUNTY, 103.5 FEET EAST OF THE
 OM0477'CENTER LINE OF THE EAST LANE OF THE DUAL HIGHWAY, AND ABOUT 2
 OM0477'FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED H 109
 OM0477'1934 RESET AND SET IN THE TOP OF A CONCRETE POST.
 OM0477
 OM0477                          STATION RECOVERY (1991)
 OM0477
 OM0477'RECOVERY NOTE BY US POWER SQUADRON 1991 (DAH)
 OM0477'MARK NOT FOUND.
 OM0477
 OM0477                          STATION RECOVERY (2003)
 OM0477
 OM0477'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAH)
 OM0477'NORTH FROM JUNCTION OF US 12 AND CTY TK Z APPROX. 3 MI TO WHERE
 OM0477'WATERBURY RD LEADS W. CONTINUE N ON US 12 .8 MI TO E-W ROAD IN MIDDLE
 OM0477'OF RIGHT HAND CURVE. TAKE E-W ROAD EAST. APPROX .1 MI TURN S ON GRASS
 OM0477'ROAD AND TRAVEL 368' TO MARK ON LEFT APPROX 12' E OF GRASS ROAD. MARK
 OM0477'IS 9 INCHES W OF WHITE WITNESS POST AND 2INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO0038 ***********************************************************************
 QO0038  DESIGNATION -  H 11
 QO0038  PID         -  QO0038
 QO0038  STATE/COUNTY-  WI/BARRON
 QO0038  USGS QUAD   -  TURTLE LAKE (1978)
 QO0038
 QO0038                         *CURRENT SURVEY CONTROL
 QO0038  ___________________________________________________________________
 QO0038* NAD 83(1986)-  45 23 26.     (N)    092 08 35.     (W)     SCALED    
 QO0038* NAVD 88     -       382.829  (meters)    1256.00   (feet)  ADJUSTED  
 QO0038  ___________________________________________________________________
 QO0038  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 QO0038  DYNAMIC HT  -         382.787 (meters)    1255.86  (feet)  COMP
 QO0038  MODELED GRAV-     980,496.4   (mgal)                       NAVD 88
 QO0038
 QO0038  VERT ORDER  -  FIRST     CLASS II
 QO0038
 QO0038.The horizontal coordinates were scaled from a topographic map and have
 QO0038.an estimated accuracy of +/- 6 seconds.
 QO0038
 QO0038.The orthometric height was determined by differential leveling
 QO0038.and adjusted by the National Geodetic Survey in June 1991..
 QO0038
 QO0038.The geoid height was determined by GEOID03.
 QO0038
 QO0038.The dynamic height is computed by dividing the NAVD 88
 QO0038.geopotential number by the normal gravity value computed on the
 QO0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0038.degrees latitude (g = 980.6199 gals.).
 QO0038
 QO0038.The modeled gravity was interpolated from observed gravity values.
 QO0038
 QO0038;                    North         East    Units  Estimated Accuracy
 QO0038;SPC WI C     -   175,260.      432,200.      MT  (+/- 180 meters Scaled)
 QO0038
 QO0038                          SUPERSEDED SURVEY CONTROL
 QO0038
 QO0038  NGVD 29 (??/??/92)  382.785  (m)         1255.85   (f) ADJ UNCH    1 2
 QO0038
 QO0038.Superseded values are not recommended for survey control.
 QO0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0038.See file dsdata.txt to determine how the superseded data were derived.
 QO0038
 QO0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL670266(NAD 83)
 QO0038_MARKER: DB = BENCH MARK DISK
 QO0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0038_STAMPING: H-11 1933
 QO0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0038+STABILITY: SURFACE MOTION
 QO0038
 QO0038  HISTORY     - Date     Condition        Report By
 QO0038  HISTORY     - 1933     MONUMENTED       CGS
 QO0038  HISTORY     - 1935     GOOD             NGS
 QO0038  HISTORY     - 1980     GOOD             NGS
 QO0038  HISTORY     - 20040907 MARK NOT FOUND   WIDT
 QO0038
 QO0038                          STATION DESCRIPTION
 QO0038
 QO0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QO0038'0.2 MI S FROM TURTLE LAKE.
 QO0038'ALONG THE MINNEAPOLIS ST. PAUL ASHLAND DIVISION OF THE CHICAGO AND
 QO0038'NORTH WESTERN RAILWAY, IN THE NORTHEAST CORNER OF THE SECOND ROAD
 QO0038'CROSSING SOUTH OF THE TURTLE LAKE DEPOT.  33 FEET NORTH OF THE
 QO0038'CENTERLINE OF COUNTY HIGHWAY K, 52 FEET NORTHEAST OF THE CENTER OF
 QO0038'CROSSING, 30.3 FEET EAST OF THE EAST RAIL, 28.1 FEET NORTHWEST OF THE
 QO0038'CENTER OF FIRE HYDRANT.
 QO0038
 QO0038                          STATION RECOVERY (1935)
 QO0038
 QO0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 QO0038'RECOVERED IN GOOD CONDITION.
 QO0038
 QO0038                          STATION RECOVERY (1980)
 QO0038
 QO0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 QO0038'RECOVERED IN GOOD CONDITION.
 QO0038
 QO0038                          STATION RECOVERY (2004)
 QO0038
 QO0038'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QO0038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0011 ***********************************************************************
 NJ0011  DESIGNATION -  H 110
 NJ0011  PID         -  NJ0011
 NJ0011  STATE/COUNTY-  WI/LAFAYETTE
 NJ0011  USGS QUAD   -  MIFFLIN (1952)
 NJ0011
 NJ0011                         *CURRENT SURVEY CONTROL
 NJ0011  ___________________________________________________________________
 NJ0011* NAD 83(1986)-  42 46 18.     (N)    090 22 05.     (W)     SCALED    
 NJ0011* NAVD 88     -       352.755  (meters)    1157.33   (feet)  ADJUSTED  
 NJ0011  ___________________________________________________________________
 NJ0011  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 NJ0011  DYNAMIC HT  -         352.650 (meters)    1156.99  (feet)  COMP
 NJ0011  MODELED GRAV-     980,314.4   (mgal)                       NAVD 88
 NJ0011
 NJ0011  VERT ORDER  -  SECOND    CLASS 0
 NJ0011
 NJ0011.The horizontal coordinates were scaled from a topographic map and have
 NJ0011.an estimated accuracy of +/- 6 seconds.
 NJ0011
 NJ0011.The orthometric height was determined by differential leveling
 NJ0011.and adjusted by the National Geodetic Survey in June 1991..
 NJ0011
 NJ0011.The geoid height was determined by GEOID03.
 NJ0011
 NJ0011.The dynamic height is computed by dividing the NAVD 88
 NJ0011.geopotential number by the normal gravity value computed on the
 NJ0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0011.degrees latitude (g = 980.6199 gals.).
 NJ0011
 NJ0011.The modeled gravity was interpolated from observed gravity values.
 NJ0011
 NJ0011;                    North         East    Units  Estimated Accuracy
 NJ0011;SPC WI S     -    85,790.      569,880.      MT  (+/- 180 meters Scaled)
 NJ0011
 NJ0011                          SUPERSEDED SURVEY CONTROL
 NJ0011
 NJ0011  NGVD 29 (??/??/92)  352.828  (m)         1157.57   (f) ADJ UNCH    2 0
 NJ0011
 NJ0011.Superseded values are not recommended for survey control.
 NJ0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0011.See file dsdata.txt to determine how the superseded data were derived.
 NJ0011
 NJ0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH153388(NAD 83)
 NJ0011_MARKER: DB = BENCH MARK DISK
 NJ0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0011_STAMPING: H 110 1934
 NJ0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0011+STABILITY: SURFACE MOTION
 NJ0011
 NJ0011  HISTORY     - Date     Condition        Report By
 NJ0011  HISTORY     - 1934     MONUMENTED       CGS
 NJ0011  HISTORY     - 19981118 MARK NOT FOUND   USPSQD
 NJ0011
 NJ0011                          STATION DESCRIPTION
 NJ0011
 NJ0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0011'AT LESLIE.
 NJ0011'AT LESLIE, LAFAYETTE  COUNTY, ABOUT 3 POLES NORTHWEST OF THE
 NJ0011'CHICAGO AND NORTH WESTERN RAILWAY STATION, AT A ROAD CROSSING,
 NJ0011'36 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 27 FEET
 NJ0011'SOUTHWEST OF THE CENTER LINE OF THE MAIN TRACK, AND 4 FEET WEST
 NJ0011'OF A POLE.  A STANDARD DISK, STAMPED H 110 1934 AND SET IN THE
 NJ0011'TOP OF A CONCRETE POST.
 NJ0011
 NJ0011                          STATION RECOVERY (1998)
 NJ0011
 NJ0011'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0034 ***********************************************************************
 NJ0034  DESIGNATION -  H 111
 NJ0034  PID         -  NJ0034
 NJ0034  STATE/COUNTY-  WI/LAFAYETTE
 NJ0034  USGS QUAD   -  NEW DIGGINGS (1952)
 NJ0034
 NJ0034                         *CURRENT SURVEY CONTROL
 NJ0034  ___________________________________________________________________
 NJ0034* NAD 83(1986)-  42 33 46.     (N)    090 17 47.     (W)     SCALED    
 NJ0034* NAVD 88     -       291.940  (meters)     957.81   (feet)  ADJUSTED  
 NJ0034  ___________________________________________________________________
 NJ0034  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 NJ0034  DYNAMIC HT  -         291.851 (meters)     957.51  (feet)  COMP
 NJ0034  MODELED GRAV-     980,309.4   (mgal)                       NAVD 88
 NJ0034
 NJ0034  VERT ORDER  -  SECOND    CLASS 0
 NJ0034
 NJ0034.The horizontal coordinates were scaled from a topographic map and have
 NJ0034.an estimated accuracy of +/- 6 seconds.
 NJ0034
 NJ0034.The orthometric height was determined by differential leveling
 NJ0034.and adjusted by the National Geodetic Survey in June 1991..
 NJ0034
 NJ0034.The geoid height was determined by GEOID03.
 NJ0034
 NJ0034.The dynamic height is computed by dividing the NAVD 88
 NJ0034.geopotential number by the normal gravity value computed on the
 NJ0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0034.degrees latitude (g = 980.6199 gals.).
 NJ0034
 NJ0034.The modeled gravity was interpolated from observed gravity values.
 NJ0034
 NJ0034;                    North         East    Units  Estimated Accuracy
 NJ0034;SPC WI S     -    62,560.      575,660.      MT  (+/- 180 meters Scaled)
 NJ0034
 NJ0034                          SUPERSEDED SURVEY CONTROL
 NJ0034
 NJ0034  NGVD 29 (??/??/92)  292.008  (m)          958.03   (f) ADJ UNCH    2 0
 NJ0034
 NJ0034.Superseded values are not recommended for survey control.
 NJ0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0034.See file dsdata.txt to determine how the superseded data were derived.
 NJ0034
 NJ0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH219158(NAD 83)
 NJ0034_MARKER: DB = BENCH MARK DISK
 NJ0034_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NJ0034_SP_SET: CULVERT
 NJ0034_STAMPING: H 111 1934
 NJ0034_MARK LOGO: CGS   
 NJ0034_MAGNETIC: N = NO MAGNETIC MATERIAL
 NJ0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0034+STABILITY: SURFACE MOTION
 NJ0034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0034+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2002
 NJ0034
 NJ0034  HISTORY     - Date     Condition        Report By
 NJ0034  HISTORY     - 1934     MONUMENTED       CGS
 NJ0034  HISTORY     - 19981118 MARK NOT FOUND   USPSQD
 NJ0034  HISTORY     - 20020730 GOOD             WIDT
 NJ0034
 NJ0034                          STATION DESCRIPTION
 NJ0034
 NJ0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0034'5 MI E FROM BENTON.
 NJ0034'ABOUT 5.0 MILES EAST ALONG STATE HIGHWAY 11 FROM THE MUNICIPAL
 NJ0034'BUILDING AT BENTON, LAFAYETTE  COUNTY, ABOUT 500 FEET WEST OF
 NJ0034'INTERSECTION OF COUNTY ROAD J, AT A CONCRETE CULVERT, IN THE
 NJ0034'TOP OF THE CENTER OF THE NORTH HEAD WALL, AND ABOUT LEVEL WITH
 NJ0034'THE ROADWAY.  A STANDARD DISK, STAMPED H 111 1934.
 NJ0034
 NJ0034                          STATION RECOVERY (1998)
 NJ0034
 NJ0034'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0034'MARK NOT FOUND.
 NJ0034
 NJ0034                          STATION RECOVERY (2002)
 NJ0034
 NJ0034'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (TSS)
 NJ0034'OWNERSHIP--SHULLSBURG TOWNSHIP.  TO REACH THE STATION FROM THE
 NJ0034'JUNCTION OF STATE HIGHWAY 11 WITH COUNTY HIGHWAY O IN THE CITY OF
 NJ0034'SHULLSBURG, GO WEST SOUTHWEST ON STATE HIGHWAY 11 FOR 2.8 MI (4.51 KM)
 NJ0034'TO AETNA ROAD ON THE RIGHT, TURN RIGHT AND GO WEST ON AETNA ROAD FOR
 NJ0034'0.25 MI (0.4 KM) TO PENN BENTON ROAD ON THE LEFT, CONTINUE WEST ON
 NJ0034'AETNA ROAD FOR 0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT.  THE
 NJ0034'STATION IS A BRONZE US COAST AND GEODETIC SURVEY BENCH MARK DISK SET
 NJ0034'IN A CULVERT AND IS ABOUT 0.2 M (0.7 FT) BELOW THE ROAD PAVEMENT.  THE
 NJ0034'STATION IS 6.0 M (19.7 FT) NORTH OF THE CENTERLINE OF AETNA ROAD, 75 M
 NJ0034'(246.1 FT) EAST OF THE EXTENDED CENTERLINE OF PE--24459--, 6.0 M (19.7
 NJ0034'FT) SOUTH OF A CULTIVATED FIELD, 0.8 M (2.6 FT) WEST OF A METAL POST
 NJ0034'FOR A --CULVERT WARNING-- SIGN, 0.6 M (2.0 FT) WEST OF AN ORANGE
 NJ0034'FIBERGLASS WITNESS POST.---NOTE---THIS STATION HAS NO VISIBLE
 NJ0034'OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0761 ***********************************************************************
 NH0761  DESIGNATION -  H 112
 NH0761  PID         -  NH0761
 NH0761  STATE/COUNTY-  WI/GREEN
 NH0761  USGS QUAD   -  JUDA (1982)
 NH0761
 NH0761                         *CURRENT SURVEY CONTROL
 NH0761  ___________________________________________________________________
 NH0761* NAD 83(1986)-  42 34 36.     (N)    089 36 56.     (W)     SCALED    
 NH0761* NAVD 88     -       308.669  (meters)    1012.69   (feet)  ADJUSTED  
 NH0761  ___________________________________________________________________
 NH0761  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 NH0761  DYNAMIC HT  -         308.572 (meters)    1012.37  (feet)  COMP
 NH0761  MODELED GRAV-     980,300.0   (mgal)                       NAVD 88
 NH0761
 NH0761  VERT ORDER  -  SECOND    CLASS 0
 NH0761
 NH0761.The horizontal coordinates were scaled from a topographic map and have
 NH0761.an estimated accuracy of +/- 6 seconds.
 NH0761
 NH0761.The orthometric height was determined by differential leveling
 NH0761.and adjusted by the National Geodetic Survey in June 1991..
 NH0761
 NH0761.The geoid height was determined by GEOID03.
 NH0761
 NH0761.The dynamic height is computed by dividing the NAVD 88
 NH0761.geopotential number by the normal gravity value computed on the
 NH0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0761.degrees latitude (g = 980.6199 gals.).
 NH0761
 NH0761.The modeled gravity was interpolated from observed gravity values.
 NH0761
 NH0761;                    North         East    Units  Estimated Accuracy
 NH0761;SPC WI S     -    64,140.      631,560.      MT  (+/- 180 meters Scaled)
 NH0761
 NH0761                          SUPERSEDED SURVEY CONTROL
 NH0761
 NH0761  NGVD 29 (??/??/92)  308.749  (m)         1012.95   (f) ADJ UNCH    2 0
 NH0761
 NH0761.Superseded values are not recommended for survey control.
 NH0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0761.See file dsdata.txt to determine how the superseded data were derived.
 NH0761
 NH0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN853171(NAD 83)
 NH0761_MARKER: DB = BENCH MARK DISK
 NH0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0761_STAMPING: H-112 1934
 NH0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0761+STABILITY: SURFACE MOTION
 NH0761
 NH0761  HISTORY     - Date     Condition        Report By
 NH0761  HISTORY     - 1934     MONUMENTED       CGS
 NH0761  HISTORY     - 1961     MARK NOT FOUND   USGS
 NH0761  HISTORY     - 20010303 MARK NOT FOUND   NGS
 NH0761
 NH0761                          STATION DESCRIPTION
 NH0761
 NH0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NH0761'1.9 MI E FROM MONROE.
 NH0761'1.9 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC
 NH0761'RAILROAD TO PUBLIC CROSSING, 0.33 MILE EAST OF THE SOUTHWEST
 NH0761'CORNER OF SEC. 1, T. 1N., R. 7E.  SET IN CONCRETE POST 34 FEET
 NH0761'NORTHEAST OF THE CENTER LINE OF THE TRACK, 16 FEET NORTH OF THE
 NH0761'CENTER LINE OF THE ROAD, 1 FOOT BELOW RAIL LEVEL.
 NH0761
 NH0761                          STATION RECOVERY (1961)
 NH0761
 NH0761'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 NH0761'MARK NOT FOUND.
 NH0761
 NH0761                          STATION RECOVERY (2001)
 NH0761
 NH0761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0761'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0778 ***********************************************************************
 NH0778  DESIGNATION -  H 113
 NH0778  PID         -  NH0778
 NH0778  STATE/COUNTY-  WI/GREEN
 NH0778  USGS QUAD   -  MONTICELLO (1981)
 NH0778
 NH0778                         *CURRENT SURVEY CONTROL
 NH0778  ___________________________________________________________________
 NH0778* NAD 83(1986)-  42 44 44.     (N)    089 34 41.     (W)     SCALED    
 NH0778* NAVD 88     -       251.976  (meters)     826.69   (feet)  ADJUSTED  
 NH0778  ___________________________________________________________________
 NH0778  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 NH0778  DYNAMIC HT  -         251.902 (meters)     826.45  (feet)  COMP
 NH0778  MODELED GRAV-     980,321.9   (mgal)                       NAVD 88
 NH0778
 NH0778  VERT ORDER  -  SECOND    CLASS 0
 NH0778
 NH0778.The horizontal coordinates were scaled from a topographic map and have
 NH0778.an estimated accuracy of +/- 6 seconds.
 NH0778
 NH0778.The orthometric height was determined by differential leveling
 NH0778.and adjusted by the National Geodetic Survey in June 1991..
 NH0778
 NH0778.The geoid height was determined by GEOID03.
 NH0778
 NH0778.The dynamic height is computed by dividing the NAVD 88
 NH0778.geopotential number by the normal gravity value computed on the
 NH0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0778.degrees latitude (g = 980.6199 gals.).
 NH0778
 NH0778.The modeled gravity was interpolated from observed gravity values.
 NH0778
 NH0778;                    North         East    Units  Estimated Accuracy
 NH0778;SPC WI S     -    82,910.      634,550.      MT  (+/- 180 meters Scaled)
 NH0778
 NH0778                          SUPERSEDED SURVEY CONTROL
 NH0778
 NH0778  NGVD 29 (??/??/92)  252.052  (m)          826.94   (f) ADJ UNCH    2 0
 NH0778
 NH0778.Superseded values are not recommended for survey control.
 NH0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0778.See file dsdata.txt to determine how the superseded data were derived.
 NH0778
 NH0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN889357(NAD 83)
 NH0778_MARKER: DB = BENCH MARK DISK
 NH0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0778_STAMPING: H-113 1934
 NH0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0778+STABILITY: SURFACE MOTION
 NH0778
 NH0778  HISTORY     - Date     Condition        Report By
 NH0778  HISTORY     - 1934     MONUMENTED       CGS
 NH0778  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH0778
 NH0778                          STATION DESCRIPTION
 NH0778
 NH0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NH0778'AT MONTICELLO.
 NH0778'AT MONTICELLO.  ALONG THE ILLINOIS CENTRAL RAILROAD AT THE DEPOT.
 NH0778'SET IN POST 18 FEET WEST OF THE CENTER LINE OF THE TRACK, 72 FEET
 NH0778'NORTH OF THE NORTH END OF THE DEPOT, 4 FEET WEST OF THE TELEPHONE
 NH0778'POLE, AT RAIL LEVEL.
 NH0778
 NH0778                          STATION RECOVERY (2001)
 NH0778
 NH0778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0778'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0110 ***********************************************************************
 OM0110  DESIGNATION -  H 114
 OM0110  PID         -  OM0110
 OM0110  STATE/COUNTY-  WI/WAUKESHA
 OM0110  USGS QUAD   -  WAUKESHA (1994)
 OM0110
 OM0110                         *CURRENT SURVEY CONTROL
 OM0110  ___________________________________________________________________
 OM0110* NAD 83(1986)-  43 02 49.     (N)    088 12 08.     (W)     SCALED    
 OM0110* NAVD 88     -       250.800  (meters)     822.83   (feet)  ADJUSTED  
 OM0110  ___________________________________________________________________
 OM0110  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 OM0110  DYNAMIC HT  -         250.732 (meters)     822.61  (feet)  COMP
 OM0110  MODELED GRAV-     980,343.4   (mgal)                       NAVD 88
 OM0110
 OM0110  VERT ORDER  -  SECOND    CLASS I
 OM0110
 OM0110.The horizontal coordinates were scaled from a topographic map and have
 OM0110.an estimated accuracy of +/- 6 seconds.
 OM0110
 OM0110.The orthometric height was determined by differential leveling
 OM0110.and adjusted by the National Geodetic Survey in June 1991..
 OM0110
 OM0110.The geoid height was determined by GEOID03.
 OM0110
 OM0110.The dynamic height is computed by dividing the NAVD 88
 OM0110.geopotential number by the normal gravity value computed on the
 OM0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0110.degrees latitude (g = 980.6199 gals.).
 OM0110
 OM0110.The modeled gravity was interpolated from observed gravity values.
 OM0110
 OM0110;                    North         East    Units  Estimated Accuracy
 OM0110;SPC WI S     -   117,880.      746,460.      MT  (+/- 180 meters Scaled)
 OM0110
 OM0110                          SUPERSEDED SURVEY CONTROL
 OM0110
 OM0110  NGVD 29 (??/??/92)  250.873  (m)          823.07   (f) ADJ UNCH    2 0
 OM0110
 OM0110.Superseded values are not recommended for survey control.
 OM0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0110.See file dsdata.txt to determine how the superseded data were derived.
 OM0110
 OM0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN020667(NAD 83)
 OM0110_MARKER: DB = BENCH MARK DISK
 OM0110_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OM0110_SP_SET: CONCRETE BASE
 OM0110_STAMPING: H 114 1934
 OM0110_MARK LOGO: CGS   
 OM0110_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OM0110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0110_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0110+SATELLITE: SATELLITE OBSERVATIONS - 2001
 OM0110
 OM0110  HISTORY     - Date     Condition        Report By
 OM0110  HISTORY     - 1934     MONUMENTED       CGS
 OM0110  HISTORY     - 1976     GOOD             BRADY
 OM0110  HISTORY     - 2001     GOOD             WIDT
 OM0110
 OM0110                          STATION DESCRIPTION
 OM0110
 OM0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0110'3.2 MI NE FROM WAUKESHA.
 OM0110'3.2 MILES NORTHEAST OF ALONG THE CHICAGO, MILWAUKEE, ST PAUL
 OM0110'AND PACIFIC RAILROAD, 18 POLES SOUTHWEST OF MILEPOST 16, AT THE
 OM0110'CROSSING OF THE MINNEAPOLIS, ST PAUL AND SAULT STE MARIE RAILROAD.
 OM0110'SET IN THE NORTHWEST CORNER OF THE 2 FOOT BY 2 FOOT CONCRETE
 OM0110'BASE OF SIGNAL RELAY BOX, 27 FEET NORTH OF THE CENTER LINE
 OM0110'OF THE RAILROAD CROSSING, THENCE 15 FEET WEST OF THE CENTER
 OM0110'LINE OF THE TRACK, AT RAIL LEVEL.
 OM0110
 OM0110                          STATION RECOVERY (1976)
 OM0110
 OM0110'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1976
 OM0110'RECOVERED IN GOOD CONDITION.
 OM0110
 OM0110                          STATION RECOVERY (2001)
 OM0110
 OM0110'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OM0110'THE STATION IS LOCATED ABOUT 25 KM WEST OF MILWAUKEE AND 5 KM
 OM0110'NORTHEAST OF WAUKESHA.    OWNERSHIP--WISCONSIN CENTRAL LIMITED. TO
 OM0110'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 WITH
 OM0110'STATE HIGHWAY 164 IN THE CITY OF WAUKESHA, GO EAST ON INTERSTATE
 OM0110'HIGHWAY 94 FOR 0.3 KM TO THE INTERSTATE HIGHWAY 94 OVERPASS SPANNING
 OM0110'THE RAILROAD TRACKS AND THE STATION BELOW.  THE STATION IS A BRONZE
 OM0110'US COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN THE NORTHWEST
 OM0110'CORNER OF CONCRETE BASE AND ABOUT LEVEL WITH THE RAILROAD TRACKS. THE
 OM0110'STATION IS 5.4 M WEST OF THE CENTERLINE OF WEST RAIL OF EAST RAILROAD
 OM0110'TRACKS, 40.4 M NORTH OF NORTHEAST CORNER OF METAL RAILROAD BUILDING,
 OM0110'15.7 M EAST OF EAST RAIL OF WEST TRACK, 13.0 M SOUTHEAST OF THE
 OM0110'SOUTHEAST CORNER OF NORTHERLY MOST PILLAR OF INTERSTATE 94 HIGHWAY
 OM0110'OVERPASS.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 OM0110'OBSERVATIONS DUE TO A BRIDGE OVERHEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0318 ***********************************************************************
 NH0318  DESIGNATION -  H 115
 NH0318  PID         -  NH0318
 NH0318  STATE/COUNTY-  WI/WALWORTH
 NH0318  USGS QUAD   -  WALWORTH (1994)
 NH0318
 NH0318                         *CURRENT SURVEY CONTROL
 NH0318  ___________________________________________________________________
 NH0318* NAD 83(1986)-  42 32 21.     (N)    088 36 36.     (W)     SCALED    
 NH0318* NAVD 88     -       304.155  (meters)     997.88   (feet)  ADJUSTED  
 NH0318  ___________________________________________________________________
 NH0318  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 NH0318  DYNAMIC HT  -         304.059 (meters)     997.57  (feet)  COMP
 NH0318  MODELED GRAV-     980,298.9   (mgal)                       NAVD 88
 NH0318
 NH0318  VERT ORDER  -  SECOND    CLASS 0
 NH0318
 NH0318.The horizontal coordinates were scaled from a topographic map and have
 NH0318.an estimated accuracy of +/- 6 seconds.
 NH0318
 NH0318.The orthometric height was determined by differential leveling
 NH0318.and adjusted by the National Geodetic Survey in June 1991..
 NH0318
 NH0318.The geoid height was determined by GEOID03.
 NH0318
 NH0318.The dynamic height is computed by dividing the NAVD 88
 NH0318.geopotential number by the normal gravity value computed on the
 NH0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0318.degrees latitude (g = 980.6199 gals.).
 NH0318
 NH0318.The modeled gravity was interpolated from observed gravity values.
 NH0318
 NH0318;                    North         East    Units  Estimated Accuracy
 NH0318;SPC WI S     -    60,850.      714,190.      MT  (+/- 180 meters Scaled)
 NH0318
 NH0318                          SUPERSEDED SURVEY CONTROL
 NH0318
 NH0318  NGVD 29 (??/??/92)  304.209  (m)          998.06   (f) ADJ UNCH    2 0
 NH0318
 NH0318.Superseded values are not recommended for survey control.
 NH0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0318.See file dsdata.txt to determine how the superseded data were derived.
 NH0318
 NH0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN677108(NAD 83)
 NH0318_MARKER: DB = BENCH MARK DISK
 NH0318_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NH0318_SP_SET: CULVERT
 NH0318_STAMPING: H 115 1934
 NH0318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0318
 NH0318  HISTORY     - Date     Condition        Report By
 NH0318  HISTORY     - 1934     MONUMENTED       CGS
 NH0318  HISTORY     - 1960     MARK NOT FOUND   NGS
 NH0318
 NH0318                          STATION DESCRIPTION
 NH0318
 NH0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NH0318'0.7 MI NW FROM WALWORTH.
 NH0318'0.7 MILE NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NH0318'PACIFIC RAILROAD FROM THE STATION AT WALWORTH, WALWORTH COUNTY,
 NH0318'3-1/2 POLES NORTHWEST OF MILEPOST 74, 99 FEET SOUTHEAST OF THE
 NH0318'CENTER OF A HIGHWAY CROSSING, 22 FEET SOUTHWEST OF THE
 NH0318'CENTERLINE OF THE TRACK, AT A 2- BY 2-FOOT CONCRETE BOX HIGHWAY
 NH0318'CULVERT, IN THE NORTHWEST END OF THE NORTHEAST HEADWALL, 15
 NH0318'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH
 NH0318'THE RAIL.  NOTE-- THE HIGHWAY HAS BEEN WIDENED AND THE MARK MAY
 NH0318'BE COVERED BY ABOUT 3 FEET OF FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0027 ***********************************************************************
 NH0027  DESIGNATION -  H 118
 NH0027  PID         -  NH0027
 NH0027  STATE/COUNTY-  WI/WALWORTH
 NH0027  USGS QUAD   -  HEBRON (1972)
 NH0027
 NH0027                         *CURRENT SURVEY CONTROL
 NH0027  ___________________________________________________________________
 NH0027* NAD 83(1986)-  42 29 57.     (N)    088 26 22.     (W)     SCALED    
 NH0027* NAVD 88     -       276.102  (meters)     905.84   (feet)  ADJUSTED  
 NH0027  ___________________________________________________________________
 NH0027  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 NH0027  DYNAMIC HT  -         276.013 (meters)     905.55  (feet)  COMP
 NH0027  MODELED GRAV-     980,293.7   (mgal)                       NAVD 88
 NH0027
 NH0027  VERT ORDER  -  SECOND    CLASS 0
 NH0027
 NH0027.The horizontal coordinates were scaled from a topographic map and have
 NH0027.an estimated accuracy of +/- 6 seconds.
 NH0027
 NH0027.The orthometric height was determined by differential leveling
 NH0027.and adjusted by the National Geodetic Survey in June 1991..
 NH0027
 NH0027.The geoid height was determined by GEOID03.
 NH0027
 NH0027.The dynamic height is computed by dividing the NAVD 88
 NH0027.geopotential number by the normal gravity value computed on the
 NH0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0027.degrees latitude (g = 980.6199 gals.).
 NH0027
 NH0027.The modeled gravity was interpolated from observed gravity values.
 NH0027
 NH0027;                    North         East    Units  Estimated Accuracy
 NH0027;SPC WI S     -    56,650.      728,280.      MT  (+/- 180 meters Scaled)
 NH0027
 NH0027                          SUPERSEDED SURVEY CONTROL
 NH0027
 NH0027  NGVD 29 (??/??/92)  276.167  (m)          906.06   (f) ADJ UNCH    2 0
 NH0027
 NH0027.Superseded values are not recommended for survey control.
 NH0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0027.See file dsdata.txt to determine how the superseded data were derived.
 NH0027
 NH0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN817062(NAD 83)
 NH0027_MARKER: DB = BENCH MARK DISK
 NH0027_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NH0027_SP_SET: CULVERT
 NH0027_STAMPING: H 118 1960
 NH0027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH0027+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2006
 NH0027
 NH0027  HISTORY     - Date     Condition        Report By
 NH0027  HISTORY     - 1960     MONUMENTED       CGS
 NH0027  HISTORY     - 20060723 GOOD             USPSQD
 NH0027
 NH0027                          STATION DESCRIPTION
 NH0027
 NH0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0027'2.4 MI SE FROM ZENDA.
 NH0027'ABOUT 2.35 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NH0027'AND PACIFIC RAILROAD FROM THE STATION AT ZENDA, 0.15 MILE
 NH0027'SOUTHEAST OF MILEPOLE 65 AND THE OVERPASS OF THE C. M. ST. P.
 NH0027'AND P, RR. OVER STATE HIGHWAY 120, 21 FEET SOUTHWEST OF THE
 NH0027'SOUTHWEST RAIL, IN TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 NH0027'HEAD WALL OF A 12-BY 12-FOOT CONCRETE BOX CULVERT USED AS A
 NH0027'UNDERPASS FARM ROAD, 1 FOOT NORTHWEST OF THE SOUTHEAST END OF
 NH0027'THE HEAD WALL, AND ABOUT 10 FEET BELOW THE LEVEL OF THE TRACK.
 NH0027
 NH0027                          STATION RECOVERY (2006)
 NH0027
 NH0027'RECOVERY NOTE BY US POWER SQUADRON 2006
 NH0027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0208 ***********************************************************************
 QN0208  DESIGNATION -  H 12
 QN0208  PID         -  QN0208
 QN0208  STATE/COUNTY-  WI/RUSK
 QN0208  USGS QUAD   -  BRUCE (1972)
 QN0208
 QN0208                         *CURRENT SURVEY CONTROL
 QN0208  ___________________________________________________________________
 QN0208* NAD 83(1986)-  45 27 35.     (N)    091 15 14.     (W)     SCALED    
 QN0208* NAVD 88     -       330.976  (meters)    1085.88   (feet)  ADJUSTED  
 QN0208  ___________________________________________________________________
 QN0208  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 QN0208  DYNAMIC HT  -         330.958 (meters)    1085.82  (feet)  COMP
 QN0208  MODELED GRAV-     980,552.5   (mgal)                       NAVD 88
 QN0208
 QN0208  VERT ORDER  -  FIRST     CLASS II
 QN0208
 QN0208.The horizontal coordinates were scaled from a topographic map and have
 QN0208.an estimated accuracy of +/- 6 seconds.
 QN0208
 QN0208.The orthometric height was determined by differential leveling
 QN0208.and adjusted by the National Geodetic Survey in June 1991..
 QN0208
 QN0208.The geoid height was determined by GEOID03.
 QN0208
 QN0208.The dynamic height is computed by dividing the NAVD 88
 QN0208.geopotential number by the normal gravity value computed on the
 QN0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0208.degrees latitude (g = 980.6199 gals.).
 QN0208
 QN0208.The modeled gravity was interpolated from observed gravity values.
 QN0208
 QN0208;                    North         East    Units  Estimated Accuracy
 QN0208;SPC WI C     -   181,490.      501,930.      MT  (+/- 180 meters Scaled)
 QN0208
 QN0208                          SUPERSEDED SURVEY CONTROL
 QN0208
 QN0208  NGVD 29 (??/??/92)  330.981  (m)         1085.89   (f) ADJ UNCH    1 2
 QN0208
 QN0208.Superseded values are not recommended for survey control.
 QN0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0208.See file dsdata.txt to determine how the superseded data were derived.
 QN0208
 QN0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL365355(NAD 83)
 QN0208_MARKER: DB = BENCH MARK DISK
 QN0208_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QN0208_SP_SET: BRIDGE ABUTMENT
 QN0208_STAMPING: H-12 1933
 QN0208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0208
 QN0208  HISTORY     - Date     Condition        Report By
 QN0208  HISTORY     - 1933     MONUMENTED       CGS
 QN0208  HISTORY     - 1936     GOOD             SOURR
 QN0208  HISTORY     - 20040921 MARK NOT FOUND   WIDT
 QN0208
 QN0208                          STATION DESCRIPTION
 QN0208
 QN0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QN0208'0.8 MI E FROM BRUCE.
 QN0208'0.8 MILE EAST OF STATION BY RAIL.  ALONG THE MINNEAPOLIS ST. PAUL
 QN0208'AND SAULT STE. MARIE RAILWAY, 1450 FEET EAST OF MILEPOST 122,
 QN0208'IN THE TOP OF THE SOUTH WING WALL OF WEST ABUTMENT OF RAILROAD
 QN0208'BRIDGE 122 B OVER THE CHIPPEWA RIVER, ABOUT LEVEL WITH TOP OF
 QN0208'RAIL, 5 FEET SOUTH OF SOUTH RAIL.  NOTE-- ABOUT 1 FOOT BELOW
 QN0208'RAIL.
 QN0208
 QN0208                          STATION RECOVERY (1936)
 QN0208
 QN0208'RECOVERY NOTE BY SOUTHERN RAILROAD 1936
 QN0208'RECOVERED IN GOOD CONDITION.
 QN0208
 QN0208                          STATION RECOVERY (2004)
 QN0208
 QN0208'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0463 ***********************************************************************
 NJ0463  DESIGNATION -  H 121
 NJ0463  PID         -  NJ0463
 NJ0463  STATE/COUNTY-  WI/GRANT
 NJ0463  USGS QUAD   -  BAGLEY (1962)
 NJ0463
 NJ0463                         *CURRENT SURVEY CONTROL
 NJ0463  ___________________________________________________________________
 NJ0463* NAD 83(1986)-  42 52 30.     (N)    091 04 34.     (W)     SCALED    
 NJ0463* NAVD 88     -       190.157  (meters)     623.87   (feet)  ADJUSTED  
 NJ0463  ___________________________________________________________________
 NJ0463  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 NJ0463  DYNAMIC HT  -         190.106 (meters)     623.71  (feet)  COMP
 NJ0463  MODELED GRAV-     980,352.1   (mgal)                       NAVD 88
 NJ0463
 NJ0463  VERT ORDER  -  FIRST     CLASS I
 NJ0463
 NJ0463.The horizontal coordinates were scaled from a topographic map and have
 NJ0463.an estimated accuracy of +/- 6 seconds.
 NJ0463
 NJ0463.The orthometric height was determined by differential leveling
 NJ0463.and adjusted by the National Geodetic Survey in June 1991..
 NJ0463
 NJ0463.The geoid height was determined by GEOID03.
 NJ0463
 NJ0463.The dynamic height is computed by dividing the NAVD 88
 NJ0463.geopotential number by the normal gravity value computed on the
 NJ0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0463.degrees latitude (g = 980.6199 gals.).
 NJ0463
 NJ0463.The modeled gravity was interpolated from observed gravity values.
 NJ0463
 NJ0463;                    North         East    Units  Estimated Accuracy
 NJ0463;SPC WI S     -    97,770.      512,080.      MT  (+/- 180 meters Scaled)
 NJ0463
 NJ0463                          SUPERSEDED SURVEY CONTROL
 NJ0463
 NJ0463  NGVD 29 (??/??/92)  190.203  (m)          624.02   (f) ADJ UNCH    1 1
 NJ0463
 NJ0463.Superseded values are not recommended for survey control.
 NJ0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0463.See file dsdata.txt to determine how the superseded data were derived.
 NJ0463
 NJ0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH571487(NAD 83)
 NJ0463_MARKER: DB = BENCH MARK DISK
 NJ0463_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0463_SP_SET: ABUTMENT
 NJ0463_STAMPING: H 121 1970
 NJ0463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0463
 NJ0463  HISTORY     - Date     Condition        Report By
 NJ0463  HISTORY     - 1970     MONUMENTED       NGS
 NJ0463  HISTORY     - 19980930 GOOD             USPSQD
 NJ0463
 NJ0463                          STATION DESCRIPTION
 NJ0463
 NJ0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0463'2.5 MI SE FROM BAGLEY.
 NJ0463'ABOUT 0.15 MILE SOUTH ALONG THE MAIN STREET FROM THE POST OFFICE
 NJ0463'AT BAGLEY, THENCE 2.35 MILES SOUTHEAST ALONG THE BURLINGTON
 NJ0463'NORTHERN RAILROAD, OR ABOUT 0.2 MILE WEST ALONG A PAVED ROAD
 NJ0463'FROM THE POST OFFICE AT GLEN HAVEN, THENCE 3.3 MILES NORTH ALONG
 NJ0463'THE BURLINGTON NORTHERN RAILROAD, 4 RAILS SOUTH OF MILEPOST 226,
 NJ0463'7.0 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, SET IN THE TOP OF
 NJ0463'THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF RAILROAD BRIDGE
 NJ0463'NUMBER 225.97 OVER SANDY CREEK, AND ABOUT 5 FEET BELOW THE LEVEL
 NJ0463'OF THE TRACK.  SECTION 27, T 4N, R 6W.
 NJ0463
 NJ0463                          STATION RECOVERY (1998)
 NJ0463
 NJ0463'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0361 ***********************************************************************
 ON0361  DESIGNATION -  H 122
 ON0361  PID         -  ON0361
 ON0361  STATE/COUNTY-  WI/CRAWFORD
 ON0361  USGS QUAD   -  HARPERS FERRY (1983)
 ON0361
 ON0361                         *CURRENT SURVEY CONTROL
 ON0361  ___________________________________________________________________
 ON0361* NAD 83(1986)-  43 08 27.     (N)    091 08 30.     (W)     SCALED    
 ON0361* NAVD 88     -       191.515  (meters)     628.33   (feet)  ADJUSTED  
 ON0361  ___________________________________________________________________
 ON0361  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 ON0361  DYNAMIC HT  -         191.469 (meters)     628.18  (feet)  COMP
 ON0361  MODELED GRAV-     980,373.9   (mgal)                       NAVD 88
 ON0361
 ON0361  VERT ORDER  -  FIRST     CLASS I
 ON0361
 ON0361.The horizontal coordinates were scaled from a topographic map and have
 ON0361.an estimated accuracy of +/- 6 seconds.
 ON0361
 ON0361.The orthometric height was determined by differential leveling
 ON0361.and adjusted by the National Geodetic Survey in June 1991..
 ON0361
 ON0361.The geoid height was determined by GEOID03.
 ON0361
 ON0361.The dynamic height is computed by dividing the NAVD 88
 ON0361.geopotential number by the normal gravity value computed on the
 ON0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0361.degrees latitude (g = 980.6199 gals.).
 ON0361
 ON0361.The modeled gravity was interpolated from observed gravity values.
 ON0361
 ON0361;                    North         East    Units  Estimated Accuracy
 ON0361;SPC WI S     -   127,370.      507,130.      MT  (+/- 180 meters Scaled)
 ON0361
 ON0361                          SUPERSEDED SURVEY CONTROL
 ON0361
 ON0361  NGVD 29 (??/??/92)  191.564  (m)          628.49   (f) ADJ UNCH    1 1
 ON0361
 ON0361.Superseded values are not recommended for survey control.
 ON0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0361.See file dsdata.txt to determine how the superseded data were derived.
 ON0361
 ON0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH511781(NAD 83)
 ON0361_MARKER: DB = BENCH MARK DISK
 ON0361_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ON0361_SP_SET: BRIDGE ABUTMENT
 ON0361_STAMPING: H 122 1970
 ON0361_MARK LOGO: CGS   
 ON0361_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ON0361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON0361+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2001
 ON0361
 ON0361  HISTORY     - Date     Condition        Report By
 ON0361  HISTORY     - 1970     MONUMENTED       NGS
 ON0361  HISTORY     - 20010413 GOOD             WIDT
 ON0361
 ON0361                          STATION DESCRIPTION
 ON0361
 ON0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0361'5.4 MI S FROM LOCK AND DAM NUMBER 9.
 ON0361'ABOUT 5.4 MILES SOUTH ALONG THE BURLINGTON NORTHERN RAILROAD
 ON0361'FROM LOCK AND DAM NUMBER 9, OR ABOUT 6.0 MILES NORTH ALONG
 ON0361'THE BURLINGTON NORTHERN RAILROAD FROM THE STATION AT PRAIRIE DU
 ON0361'CHIEN, 10.6 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, SET
 ON0361'IN THE TOP OF THE EAST END OF THE CONCRETE LEDGE ON THE SOUTH
 ON0361'CONCRETE ABUTMENT OF RAILROAD BRIDGE NUMBER 245.63 OVER PICATEE
 ON0361'CREEK, 36 YARDS WEST OF THE CENTER LINE OF STATE HIGHWAY 35,
 ON0361'6 1/2 FEET EAST OF THE CONCRETE RETAINING WALL FOR THE BRIDGE,
 ON0361'2 FEET BELOW THE TOP OF THE ABUTMENT, AND ABOUT 3 1/2 FEET
 ON0361'BELOW THE LEVEL OF THE TRACK.  SECTION 25, T 8N, R 6W.
 ON0361
 ON0361                          STATION RECOVERY (2001)
 ON0361
 ON0361'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (TSS)
 ON0361'OWNERSHIP--BURLINGTON NORTHERN RAILROAD.  TO REACH THE STATION FROM
 ON0361'THE JUNCTION OF STATE HIGHWAY 35 WITH COUNTY HIGHWAY NORTH ABOUT 5 MI
 ON0361'(8.05 KM) NORTH OF THE CITY OF PRAIRIE DU CHIEN.  GO NORTH ON STATE
 ON0361'HIGHWAY 35 FOR 1.1 MI (1.77 KM) TO A RAILROAD BRIDGE OVER PICATEE
 ON0361'CREEK AND THE STATION ON LEFT.  THE STATION IS SET IN THE EAST END OF
 ON0361'THE SOUTH ABUTMENT.  THE STATION IS A BRONZE US COAST AND GEODETIC
 ON0361'SURVEY BENCH MARK DISK SET IN THE TOP OF A CONCRETE BRIDGE ABUTMENT
 ON0361'ABOUT 1 M (3.3 FT) BELOW THE RAILROAD TRACK.  THE STATION IS 21.3 M
 ON0361'(69.9 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 35, 3.3 M (10.8 FT)
 ON0361'EAST OF THE EASTERNMOST RAILROAD TRACK, 1.1 M (3.6 FT) NORTHEAST OF A
 ON0361'CONCRETE POST MARKED --245.63--.  ---NOTE---THIS STATION HAS NO
 ON0361'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES EXCEPT FOR TREES
 ON0361'TO THE NORTHWEST EXTENDING TO 36 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0422 ***********************************************************************
 ON0422  DESIGNATION -  H 123
 ON0422  PID         -  ON0422
 ON0422  STATE/COUNTY-  WI/VERNON
 ON0422  USGS QUAD   -  DE SOTO (1983)
 ON0422
 ON0422                         *CURRENT SURVEY CONTROL
 ON0422  ___________________________________________________________________
 ON0422* NAD 83(1986)-  43 25 01.     (N)    091 11 41.     (W)     SCALED    
 ON0422* NAVD 88     -       194.380  (meters)     637.73   (feet)  ADJUSTED  
 ON0422  ___________________________________________________________________
 ON0422  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 ON0422  DYNAMIC HT  -         194.342 (meters)     637.60  (feet)  COMP
 ON0422  MODELED GRAV-     980,419.2   (mgal)                       NAVD 88
 ON0422
 ON0422  VERT ORDER  -  FIRST     CLASS I
 ON0422
 ON0422.The horizontal coordinates were scaled from a topographic map and have
 ON0422.an estimated accuracy of +/- 6 seconds.
 ON0422
 ON0422.The orthometric height was determined by differential leveling
 ON0422.and adjusted by the National Geodetic Survey in June 1991..
 ON0422
 ON0422.The geoid height was determined by GEOID03.
 ON0422
 ON0422.The dynamic height is computed by dividing the NAVD 88
 ON0422.geopotential number by the normal gravity value computed on the
 ON0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0422.degrees latitude (g = 980.6199 gals.).
 ON0422
 ON0422.The modeled gravity was interpolated from observed gravity values.
 ON0422
 ON0422;                    North         East    Units  Estimated Accuracy
 ON0422;SPC WI S     -   158,100.      503,250.      MT  (+/- 180 meters Scaled)
 ON0422
 ON0422                          SUPERSEDED SURVEY CONTROL
 ON0422
 ON0422  NGVD 29 (??/??/92)  194.424  (m)          637.87   (f) ADJ UNCH    1 1
 ON0422
 ON0422.Superseded values are not recommended for survey control.
 ON0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0422.See file dsdata.txt to determine how the superseded data were derived.
 ON0422
 ON0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ461087(NAD 83)
 ON0422_MARKER: DB = BENCH MARK DISK
 ON0422_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ON0422_SP_SET: BRIDGE ABUTMENT
 ON0422_STAMPING: H 123 1970
 ON0422_MARK LOGO: NGS   
 ON0422_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ON0422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON0422+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2001
 ON0422
 ON0422  HISTORY     - Date     Condition        Report By
 ON0422  HISTORY     - 1970     MONUMENTED       NGS
 ON0422  HISTORY     - 20010412 GOOD             WIDT
 ON0422
 ON0422                          STATION DESCRIPTION
 ON0422
 ON0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0422'0.5 MI S FROM DE SOTO.
 ON0422'ABOUT 0.5 MILE SOUTH ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 ON0422'THE STATION AT DE SOTO, ABOUT 150 FEET EAST AND ACROSS A SLOUGH
 ON0422'FROM THE TRACK, 16 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY
 ON0422'35, SET IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT
 ON0422'OF A 74-FOOT LONG CONCRETE HIGHWAY BRIDGE, 4 INCHES EAST OF A
 ON0422'METAL BANNISTER, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 ON0422'SECTION 27, T 11 N, R 7 W
 ON0422
 ON0422                          STATION RECOVERY (2001)
 ON0422
 ON0422'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 ON0422'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 ON0422'STATION FROM THE NORTH JUNTION OF STATE HIGHWAY 35 WITH STATE HIGHWAY
 ON0422'82 IN THE VILLAGE OF DE SOTO, GO SOUTH ON STATE HIGHWAY 35 FOR 0.4 MI
 ON0422'(0.64 KM) TO A BRIDGE (FIRST BRIDGE SOUTH OF JUNCTION) AND THE STATION
 ON0422'ON THE RIGHT.  THE STATION IS A BRONZE NATIONAL GEODETIC BENCH MARK
 ON0422'DISK SET IN THE WEST END OF THE SOUTH ABUTMENT ABOUT LEVEL WITH THE
 ON0422'HIGHWAY PAVEMENT.  THE STATION IS 4.6 M (15.1 FT) WEST OF THE
 ON0422'CENTERLINE OF STATE HIGHWAY 35, 0.5 M (1.6 FT) WEST OF A METAL GUARD
 ON0422'AND 0.1 M (0.3 FT) EAST OF THE BRIDGE RAIL.  ---NOTE---THIS STATION
 ON0422'HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 18 DEGREES ABOVE THE
 ON0422'HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON1331 ***********************************************************************
 ON1331  DESIGNATION -  H 124 RESET
 ON1331  PID         -  ON1331
 ON1331  STATE/COUNTY-  WI/LA CROSSE
 ON1331  USGS QUAD   -  LA CROSSE (1993)
 ON1331
 ON1331                         *CURRENT SURVEY CONTROL
 ON1331  ___________________________________________________________________
 ON1331* NAD 83(1986)-  43 45 43.     (N)    091 12 29.     (W)     SCALED    
 ON1331* NAVD 88     -       197.03   (meters)     646.4    (feet)  RESET     
 ON1331  ___________________________________________________________________
 ON1331  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 ON1331
 ON1331  VERT ORDER  -  THIRD
 ON1331
 ON1331.The horizontal coordinates were scaled from a topographic map and have
 ON1331.an estimated accuracy of +/- 6 seconds.
 ON1331
 ON1331.The orthometric height was computed from unverified reset data.
 ON1331.No vertical observational check was made to the station.
 ON1331
 ON1331.The geoid height was determined by GEOID03.
 ON1331
 ON1331;                    North         East    Units  Estimated Accuracy
 ON1331;SPC WI S     -   196,440.      502,730.      MT  (+/- 180 meters Scaled)
 ON1331
 ON1331                          SUPERSEDED SURVEY CONTROL
 ON1331
 ON1331  NGVD 29 (09/01/04)  197.05   (m)          646.5    (f) RESET       3  
 ON1331
 ON1331.Superseded values are not recommended for survey control.
 ON1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1331.See file dsdata.txt to determine how the superseded data were derived.
 ON1331
 ON1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ442469(NAD 83)
 ON1331_MARKER: DV = VERTICAL CONTROL DISK
 ON1331_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 ON1331_SP_SET: BRIDGE WINGWALL
 ON1331_STAMPING: H 124 RESET 1980
 ON1331_MARK LOGO: NGS   
 ON1331_MAGNETIC: N = NO MAGNETIC MATERIAL
 ON1331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON1331+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2003
 ON1331
 ON1331  HISTORY     - Date     Condition        Report By
 ON1331  HISTORY     - 1982     MONUMENTED       WIDT
 ON1331  HISTORY     - 20030520 GOOD             USPSQD
 ON1331
 ON1331                          STATION DESCRIPTION
 ON1331
 ON1331'DESCRIBED BY WI DEPT OF TRANSP 1982
 ON1331'ABOUT 1.53 MILES (2.46 KM) SOUTHEAST ALONG US HIGHWAY 14 AND 61 AND
 ON1331'STATE HIGHWAY 35 FROM THE STATE OFFICE BUILDING IN LA CROSSE, AT THE
 ON1331'HIGHWAY OVERPASS FOR THE BURLINGTON NORTHERN RAILROAD, SET IN TOP OF
 ON1331'WINGWALL, NW CORNER OF RAILROAD OVERPASS, 5.25 FEET (1.60 M) SOUTH
 ON1331'OF THE NORTH END OF THE WING, 2.66 FEET (0.81 M) ABOVE ROADWAY.
 ON1331
 ON1331                          STATION RECOVERY (2003)
 ON1331
 ON1331'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 ON1331'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS SET IN THE TOP OF
 ON1331'THE WEST PARAPUT AT THE INTERSECTION OF THE BRIDGE APPROACH FROM THE
 ON1331'NORTH AND BRIDGE.  IT IS ABOUT 63 FEET SOUTH OF THE JUNCTION OF A
 ON1331'STEEL GUARDRAIL AND A PARAPET ABOVE THE WI-DOT CONSTRUCTION SIGN
 ON1331'EMBEDDED IN THE HIGHWAY SIDE OF THE PARAPET, 2.8 FEET NORTH OF THE
 ON1331'NORTH END OF THE BRIDGE BETWEEN THE HIGHWAY AND WALKWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0416 ***********************************************************************
 PO0416  DESIGNATION -  H 125
 PO0416  PID         -  PO0416
 PO0416  STATE/COUNTY-  WI/BUFFALO
 PO0416  USGS QUAD   -  COCHRANE (1972)
 PO0416
 PO0416                         *CURRENT SURVEY CONTROL
 PO0416  ___________________________________________________________________
 PO0416* NAD 83(1986)-  44 11 14.     (N)    091 46 21.     (W)     SCALED    
 PO0416* NAVD 88     -       207.790  (meters)     681.72   (feet)  ADJUSTED  
 PO0416  ___________________________________________________________________
 PO0416  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 PO0416  DYNAMIC HT  -         207.761 (meters)     681.63  (feet)  COMP
 PO0416  MODELED GRAV-     980,472.2   (mgal)                       NAVD 88
 PO0416
 PO0416  VERT ORDER  -  FIRST     CLASS I
 PO0416
 PO0416.The horizontal coordinates were scaled from a topographic map and have
 PO0416.an estimated accuracy of +/- 6 seconds.
 PO0416
 PO0416.The orthometric height was determined by differential leveling
 PO0416.and adjusted by the National Geodetic Survey in June 1991..
 PO0416
 PO0416.The geoid height was determined by GEOID03.
 PO0416
 PO0416.The dynamic height is computed by dividing the NAVD 88
 PO0416.geopotential number by the normal gravity value computed on the
 PO0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0416.degrees latitude (g = 980.6199 gals.).
 PO0416
 PO0416.The modeled gravity was interpolated from observed gravity values.
 PO0416
 PO0416;                    North         East    Units  Estimated Accuracy
 PO0416;SPC WI C     -    40,870.      458,290.      MT  (+/- 180 meters Scaled)
 PO0416
 PO0416                          SUPERSEDED SURVEY CONTROL
 PO0416
 PO0416  NGVD 29 (??/??/92)  207.808  (m)          681.78   (f) ADJ UNCH    1 1
 PO0416
 PO0416.Superseded values are not recommended for survey control.
 PO0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0416.See file dsdata.txt to determine how the superseded data were derived.
 PO0416
 PO0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ981934(NAD 83)
 PO0416_MARKER: DB = BENCH MARK DISK
 PO0416_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PO0416_SP_SET: 123 FEET
 PO0416_STAMPING: H 125 1970
 PO0416_MARK LOGO: CGS   
 PO0416_PROJECTION: FLUSH
 PO0416_MAGNETIC: N = NO MAGNETIC MATERIAL
 PO0416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PO0416_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PO0416+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1997
 PO0416
 PO0416  HISTORY     - Date     Condition        Report By
 PO0416  HISTORY     - 1970     MONUMENTED       CGS
 PO0416  HISTORY     - 19970822 GOOD             NGS
 PO0416
 PO0416                          STATION DESCRIPTION
 PO0416
 PO0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1970
 PO0416'4.3 MI SE FROM COCHRANE.
 PO0416'ABOUT 4.3 MILES SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE LA CROSSE
 PO0416'MILLING COMPANY ELEVATORS AT COCHRANE, OR ABOUT 4.9 MILES
 PO0416'NORTHWEST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT FOUNTAIN
 PO0416'CITY, 352 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 116
 PO0416'FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 88, 24.0 FEET
 PO0416'NORTHWEST OF THE SOUTH METAL CORNER FENCE POST IN A CHAIN LINK
 PO0416'FENCE WHICH SURROUNDS THE BUFFALO COUNTY POWER AND LIGHT
 PO0416'SUBSTATION, 11 FEET EAST OF POWER POLE NUMBER N33-154 WHICH IS
 PO0416'BRACED BY 2 GUY WIRES, 1.4 FEET SOUTHWEST OF THE FENCE, AND SET
 PO0416'ON THE TOP OF A COPPER COATED ROD THAT IS DRIVEN TO REFUSAL AT A
 PO0416'DEPTH OF 123 FEET AND IS ENCASED IN A 4-INCH IRON PIPE WHICH IS
 PO0416'LEVEL WITH THE GROUND.  SECTION 24, T 20N, R 11W
 PO0416
 PO0416                          STATION RECOVERY (1997)
 PO0416
 PO0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 PO0416'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP0450 ***********************************************************************
 PP0450  DESIGNATION -  H 126
 PP0450  PID         -  PP0450
 PP0450  STATE/COUNTY-  WI/PIERCE
 PP0450  USGS QUAD   -  DIAMOND BLUFF EAST (1974)
 PP0450
 PP0450                         *CURRENT SURVEY CONTROL
 PP0450  ___________________________________________________________________
 PP0450* NAD 83(1986)-  44 38 41.     (N)    092 36 42.     (W)     SCALED    
 PP0450* NAVD 88     -       217.468  (meters)     713.48   (feet)  ADJUSTED  
 PP0450  ___________________________________________________________________
 PP0450  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 PP0450  DYNAMIC HT  -         217.436 (meters)     713.37  (feet)  COMP
 PP0450  MODELED GRAV-     980,470.4   (mgal)                       NAVD 88
 PP0450
 PP0450  VERT ORDER  -  FIRST     CLASS I
 PP0450
 PP0450.The horizontal coordinates were scaled from a topographic map and have
 PP0450.an estimated accuracy of +/- 6 seconds.
 PP0450
 PP0450.The orthometric height was determined by differential leveling
 PP0450.and adjusted by the National Geodetic Survey in June 1991..
 PP0450
 PP0450.The geoid height was determined by GEOID03.
 PP0450
 PP0450.The dynamic height is computed by dividing the NAVD 88
 PP0450.geopotential number by the normal gravity value computed on the
 PP0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0450.degrees latitude (g = 980.6199 gals.).
 PP0450
 PP0450.The modeled gravity was interpolated from observed gravity values.
 PP0450
 PP0450;                    North         East    Units  Estimated Accuracy
 PP0450;SPC WI C     -    93,490.      392,860.      MT  (+/- 180 meters Scaled)
 PP0450
 PP0450                          SUPERSEDED SURVEY CONTROL
 PP0450
 PP0450  NGVD 29 (??/??/92)  217.429  (m)          713.35   (f) ADJ UNCH    1 1
 PP0450
 PP0450.Superseded values are not recommended for survey control.
 PP0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0450.See file dsdata.txt to determine how the superseded data were derived.
 PP0450
 PP0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK307435(NAD 83)
 PP0450_MARKER: DB = BENCH MARK DISK
 PP0450_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0450_SP_SET: ABUTMENT
 PP0450_STAMPING: H 126 1970
 PP0450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0450_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0450+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2002
 PP0450
 PP0450  HISTORY     - Date     Condition        Report By
 PP0450  HISTORY     - 1970     MONUMENTED       NGS
 PP0450  HISTORY     - 20020921 GOOD             USPSQD
 PP0450
 PP0450                          STATION DESCRIPTION
 PP0450
 PP0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PP0450'5.1 MI NW FROM HAGER CITY.
 PP0450'ABOUT 0.35 MILE NORTH ALONG COUNTY ROAD VV FROM THE POST OFFICE AT
 PP0450'HAGER CITY, THENCE 4.75 MILES NORTHWEST ALONG COUNTY ROAD E, 0.15 MILE
 PP0450'SOUTHEAST OF THE JUNCTION OF THE ROAD AND COUNTY ROAD 00, 22.5 FEET
 PP0450'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 PP0450'SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT OF A DOUBLE CHANNEL
 PP0450'CONCRETE CULVERT UNDER THE HIGHWAY, AND ABOUT 2 FEET BELOW THE LEVEL
 PP0450'OF THE HIGHWAY.  SECTION 19, T 25N, R 18W.
 PP0450
 PP0450                          STATION RECOVERY (2002)
 PP0450
 PP0450'RECOVERY NOTE BY US POWER SQUADRON 2002 (KG)
 PP0450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0359 ***********************************************************************
 QL0359  DESIGNATION -  H 128
 QL0359  PID         -  QL0359
 QL0359  STATE/COUNTY-  WI/MARINETTE
 QL0359  USGS QUAD   -  MARINETTE WEST (1975)
 QL0359
 QL0359                         *CURRENT SURVEY CONTROL
 QL0359  ___________________________________________________________________
 QL0359* NAD 83(1986)-  45 03 31.     (N)    087 42 40.     (W)     SCALED    
 QL0359* NAVD 88     -       186.599  (meters)     612.20   (feet)  ADJUSTED  
 QL0359  ___________________________________________________________________
 QL0359  GEOID HEIGHT-         -36.77  (meters)                     GEOID03
 QL0359  DYNAMIC HT  -         186.582 (meters)     612.14  (feet)  COMP
 QL0359  MODELED GRAV-     980,524.5   (mgal)                       NAVD 88
 QL0359
 QL0359  VERT ORDER  -  FIRST     CLASS 0
 QL0359
 QL0359.The horizontal coordinates were scaled from a topographic map and have
 QL0359.an estimated accuracy of +/- 6 seconds.
 QL0359
 QL0359.The orthometric height was determined by differential leveling
 QL0359.and adjusted by the National Geodetic Survey in June 1991..
 QL0359
 QL0359.The geoid height was determined by GEOID03.
 QL0359
 QL0359.The dynamic height is computed by dividing the NAVD 88
 QL0359.geopotential number by the normal gravity value computed on the
 QL0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0359.degrees latitude (g = 980.6199 gals.).
 QL0359
 QL0359.The modeled gravity was interpolated from observed gravity values.
 QL0359
 QL0359;                    North         East    Units  Estimated Accuracy
 QL0359;SPC WI C     -   138,690.      780,250.      MT  (+/- 180 meters Scaled)
 QL0359
 QL0359                          SUPERSEDED SURVEY CONTROL
 QL0359
 QL0359.No superseded survey control is available for this station.
 QL0359
 QL0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ440897(NAD 83)
 QL0359_MARKER: DB = BENCH MARK DISK
 QL0359_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0359_SP_SET: 24 FEET
 QL0359_STAMPING: H 128 1972
 QL0359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0359
 QL0359  HISTORY     - Date     Condition        Report By
 QL0359  HISTORY     - 1972     MONUMENTED       NGS
 QL0359  HISTORY     - 1990     POOR             USPSQD
 QL0359  HISTORY     - 19910606 POOR             USPSQD
 QL0359  HISTORY     - 20020527 MARK NOT FOUND   USPSQD
 QL0359  HISTORY     - 20031026 GOOD             USPSQD
 QL0359  HISTORY     - 20051209 POOR             WIDT
 QL0359
 QL0359                          STATION DESCRIPTION
 QL0359
 QL0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0359'2 MI NE FROM PESHTIGO.
 QL0359'ABOUT 2.0 MILES NORTHEAST ALONG U.S. HIGHWAY 41 FROM THE PESHTIGO
 QL0359'RIVER BRIDGE, 61 1/2 FEET WEST OF THE CENTER OF THE CROSSING
 QL0359'OF A GRAVEL ROAD AND THE CHICAGO AND NORTH WESTERN RAILWAY, 61
 QL0359'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 46 FEET
 QL0359'NORTHWEST OF THE NORTHWEST RAIL, 38 1/2 FEET SOUTHWEST OF THE
 QL0359'CENTER LINE OF THE GRAVELED ROAD, 6 1/2 FEET NORTHEAST OF A
 QL0359'CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, 7 FEET SOUTH OF A POWER
 QL0359'POLE, 1.2 FEET NORTHEAST OF A METAL WITNESS POST, 2 FEET BELOW
 QL0359'THE LEVEL OF THE HIGHWAY AND IS A DISK ON THE TOP OF A COPPER
 QL0359'COATED STEEL ROD THAT IS ENCASED IN A 6 INCH METAL PIPE THAT
 QL0359'PROJECTS 4 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS
 QL0359'DRIVEN TO A DEPTH OF 24 FEET.  SECTION 21, T 30 N, R 23 E.
 QL0359
 QL0359                          STATION RECOVERY (1990)
 QL0359
 QL0359'RECOVERY NOTE BY US POWER SQUADRON 1990 (RPT)
 QL0359'MARK RECOVERED IN POOR CONDITION.
 QL0359
 QL0359                          STATION RECOVERY (1991)
 QL0359
 QL0359'RECOVERY NOTE BY US POWER SQUADRON 1991 (RPT)
 QL0359'MARK RECOVERED IN POOR CONDITION.
 QL0359
 QL0359                          STATION RECOVERY (2002)
 QL0359
 QL0359'RECOVERY NOTE BY US POWER SQUADRON 2002 (JAW)
 QL0359'MARK NOT FOUND.
 QL0359
 QL0359                          STATION RECOVERY (2003)
 QL0359
 QL0359'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QL0359'RECOVERED IN GOOD CONDITION.
 QL0359
 QL0359                          STATION RECOVERY (2005)
 QL0359
 QL0359'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QL0359'RECOVERED IN POOR CONDITION. THE DISK IS CONCAVED.   NOTE FOR LOCATING
 QL0359'THIS STATION USE THE FOLLOWING HAND HELD GPS ACQUIRED LATITUDE AND
 QL0359'LONGITUDE, N45 03 33, W87 42 36.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0223 ***********************************************************************
 PM0223  DESIGNATION -  H 129
 PM0223  PID         -  PM0223
 PM0223  STATE/COUNTY-  WI/OCONTO
 PM0223  USGS QUAD   -  PENSAUKEE (1974)
 PM0223
 PM0223                         *CURRENT SURVEY CONTROL
 PM0223  ___________________________________________________________________
 PM0223* NAD 83(1986)-  44 49 39.     (N)    087 54 46.     (W)     SCALED    
 PM0223* NAVD 88     -       180.568  (meters)     592.41   (feet)  ADJUSTED  
 PM0223  ___________________________________________________________________
 PM0223  GEOID HEIGHT-         -36.42  (meters)                     GEOID03
 PM0223  DYNAMIC HT  -         180.550 (meters)     592.35  (feet)  COMP
 PM0223  MODELED GRAV-     980,515.8   (mgal)                       NAVD 88
 PM0223
 PM0223  VERT ORDER  -  FIRST     CLASS 0
 PM0223
 PM0223.The horizontal coordinates were scaled from a topographic map and have
 PM0223.an estimated accuracy of +/- 6 seconds.
 PM0223
 PM0223.The orthometric height was determined by differential leveling
 PM0223.and adjusted by the National Geodetic Survey in June 1991..
 PM0223
 PM0223.The geoid height was determined by GEOID03.
 PM0223
 PM0223.The dynamic height is computed by dividing the NAVD 88
 PM0223.geopotential number by the normal gravity value computed on the
 PM0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0223.degrees latitude (g = 980.6199 gals.).
 PM0223
 PM0223.The modeled gravity was interpolated from observed gravity values.
 PM0223
 PM0223;                    North         East    Units  Estimated Accuracy
 PM0223;SPC WI C     -   112,590.      765,040.      MT  (+/- 180 meters Scaled)
 PM0223
 PM0223                          SUPERSEDED SURVEY CONTROL
 PM0223
 PM0223.No superseded survey control is available for this station.
 PM0223
 PM0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ278641(NAD 83)
 PM0223_MARKER: DB = BENCH MARK DISK
 PM0223_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PM0223_SP_SET: BRIDGE
 PM0223_STAMPING: H 129 1972
 PM0223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0223+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2005
 PM0223
 PM0223  HISTORY     - Date     Condition        Report By
 PM0223  HISTORY     - 1972     MONUMENTED       NGS
 PM0223  HISTORY     - 19901103 GOOD             USPSQD
 PM0223  HISTORY     - 19961002 GOOD             USPSQD
 PM0223  HISTORY     - 20021115 GOOD             USPSQD
 PM0223  HISTORY     - 20051212 GOOD             WIDT
 PM0223
 PM0223                          STATION DESCRIPTION
 PM0223
 PM0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0223'IN PENSAUKEE.
 PM0223'AT PENSAUKEE, 0.2 MILE NORTH ALONG COUNTY ROAD FROM THE BRIDGE OVER
 PM0223'THE PENSAUKEE RIVER, ABOUT 0.1 MILE SOUTH OF THE INTERSECTION OF WOOD
 PM0223'ROAD, SET ON THE TOP OF THE SOUTH END OF THE WEST CONCRETE GUARD RAIL
 PM0223'FOR A 75 FOOT CONCRETE BRIDGE OVER A SMALL STREAM, 14 1/2 FEET WEST OF
 PM0223'THE CENTER LINE OF THE ROAD, 7 1/2 FEET NORTH OF THE SOUTH END OF THE
 PM0223'GUARDRAIL AND 1 FOOT ABOVE THE LEVEL OF THE ROAD.  SECTION 11, T 27N,
 PM0223'R 21E.
 PM0223
 PM0223                          STATION RECOVERY (1990)
 PM0223
 PM0223'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEA)
 PM0223'RECOVERED IN GOOD CONDITION.
 PM0223
 PM0223                          STATION RECOVERY (1996)
 PM0223
 PM0223'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0223'RECOVERED IN GOOD CONDITION.
 PM0223
 PM0223                          STATION RECOVERY (2002)
 PM0223
 PM0223'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0223'RECOVERED IN GOOD CONDITION.
 PM0223
 PM0223                          STATION RECOVERY (2005)
 PM0223
 PM0223'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0223'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0423 ***********************************************************************
 QM0423  DESIGNATION -  H 13
 QM0423  PID         -  QM0423
 QM0423  STATE/COUNTY-  WI/VILAS
 QM0423  USGS QUAD   -  FENCE LAKE (1971)
 QM0423
 QM0423                         *CURRENT SURVEY CONTROL
 QM0423  ___________________________________________________________________
 QM0423* NAD 83(1986)-  45 58 47.     (N)    089 49 59.     (W)     SCALED    
 QM0423* NAVD 88     -       492.522  (meters)    1615.88   (feet)  ADJUSTED  
 QM0423  ___________________________________________________________________
 QM0423  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 QM0423  DYNAMIC HT  -         492.512 (meters)    1615.85  (feet)  COMP
 QM0423  MODELED GRAV-     980,579.3   (mgal)                       NAVD 88
 QM0423
 QM0423  VERT ORDER  -  FIRST     CLASS II
 QM0423
 QM0423.The horizontal coordinates were scaled from a topographic map and have
 QM0423.an estimated accuracy of +/- 6 seconds.
 QM0423
 QM0423.The orthometric height was determined by differential leveling
 QM0423.and adjusted by the National Geodetic Survey in June 1991..
 QM0423
 QM0423.The geoid height was determined by GEOID03.
 QM0423
 QM0423.The dynamic height is computed by dividing the NAVD 88
 QM0423.geopotential number by the normal gravity value computed on the
 QM0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0423.degrees latitude (g = 980.6199 gals.).
 QM0423
 QM0423.The modeled gravity was interpolated from observed gravity values.
 QM0423
 QM0423;                    North         East    Units  Estimated Accuracy
 QM0423;SPC WI N     -    90,380.      612,940.      MT  (+/- 180 meters Scaled)
 QM0423
 QM0423                          SUPERSEDED SURVEY CONTROL
 QM0423
 QM0423  NGVD 29 (??/??/92)  492.502  (m)         1615.82   (f) ADJ UNCH    1 2
 QM0423
 QM0423.Superseded values are not recommended for survey control.
 QM0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0423.See file dsdata.txt to determine how the superseded data were derived.
 QM0423
 QM0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR805956(NAD 83)
 QM0423_MARKER: DB = BENCH MARK DISK
 QM0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0423+STABILITY: SURFACE MOTION
 QM0423
 QM0423  HISTORY     - Date     Condition        Report By
 QM0423  HISTORY     - UNK      MONUMENTED       CGS
 QM0423  HISTORY     - 1934     GOOD             NGS
 QM0423  HISTORY     - 20050921 MARK NOT FOUND   WIDT
 QM0423
 QM0423                          STATION DESCRIPTION
 QM0423
 QM0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QM0423'1.5 MI SE FROM LAC DU FLAMBEAU.
 QM0423'1 1/2 MILES S.E. OF LAC FU FLAMBEAU ALONG THE C. AND N.W. R.R.
 QM0423'1 1/2 MILES S.E. OF LAC DU FLAMBEAU.  MARK IS 9 YDS. N. OF
 QM0423'PRIVATE ROAD CROSSING, 12 YDS. W. OF W. RAIL AND 2 YDS E. OF
 QM0423'FENCE LINE.
 QM0423
 QM0423                          STATION RECOVERY (2005)
 QM0423
 QM0423'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0423'MARK NOT FOUND.  ADD THE PUBLISHED DISTANCES INTERSECT AT A POINT BUT
 QM0423'NO EVIDENCE OF THE STATION WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0097 ***********************************************************************
 PN0097  DESIGNATION -  H 130
 PN0097  PID         -  PN0097
 PN0097  STATE/COUNTY-  WI/BROWN
 PN0097  USGS QUAD   -  GREEN BAY WEST (1992)
 PN0097
 PN0097                         *CURRENT SURVEY CONTROL
 PN0097  ___________________________________________________________________
 PN0097* NAD 83(1986)-  44 33 37.     (N)    088 03 12.     (W)     SCALED    
 PN0097* NAVD 88     -       186.613  (meters)     612.25   (feet)  ADJUSTED  
 PN0097  ___________________________________________________________________
 PN0097  GEOID HEIGHT-         -36.21  (meters)                     GEOID03
 PN0097  DYNAMIC HT  -         186.590 (meters)     612.17  (feet)  COMP
 PN0097  MODELED GRAV-     980,494.7   (mgal)                       NAVD 88
 PN0097
 PN0097  VERT ORDER  -  FIRST     CLASS 0
 PN0097
 PN0097.The horizontal coordinates were scaled from a topographic map and have
 PN0097.an estimated accuracy of +/- 6 seconds.
 PN0097
 PN0097.The orthometric height was determined by differential leveling
 PN0097.and adjusted by the National Geodetic Survey in June 1991..
 PN0097
 PN0097.The geoid height was determined by GEOID03.
 PN0097
 PN0097.The dynamic height is computed by dividing the NAVD 88
 PN0097.geopotential number by the normal gravity value computed on the
 PN0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0097.degrees latitude (g = 980.6199 gals.).
 PN0097
 PN0097.The modeled gravity was interpolated from observed gravity values.
 PN0097
 PN0097;                    North         East    Units  Estimated Accuracy
 PN0097;SPC WI C     -    82,630.      754,640.      MT  (+/- 180 meters Scaled)
 PN0097
 PN0097                          SUPERSEDED SURVEY CONTROL
 PN0097
 PN0097.No superseded survey control is available for this station.
 PN0097
 PN0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ163346(NAD 83)
 PN0097_MARKER: DD = SURVEY DISK
 PN0097_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PN0097_SP_SET: BRIDGE GUARDRAIL
 PN0097_STAMPING: H 130 1972
 PN0097_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0097+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2005
 PN0097
 PN0097  HISTORY     - Date     Condition        Report By
 PN0097  HISTORY     - UNK      MONUMENTED       WIHD
 PN0097  HISTORY     - 1972     GOOD             NGS
 PN0097  HISTORY     - 19940513 GOOD             WI-009
 PN0097  HISTORY     - 20021115 GOOD             USPSQD
 PN0097  HISTORY     - 20050815 GOOD             WIDT
 PN0097
 PN0097                          STATION DESCRIPTION
 PN0097
 PN0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PN0097'0.4 MI N FROM HOWARD.
 PN0097'ABOUT 0.35 MILE NORTHEAST ALONG U.S. HIGHWAYS 41 AND 141 FROM
 PN0097'THE OVERPASS OVER VELP AVENUE AT HOWARD, SET IN THE TOP OF THE
 PN0097'SOUTHWEST END OF THE SOUTHEAST CONCRETE GUARDRAIL FOR THE
 PN0097'NORTHBOUND LANE OF THE HIGHWAY OVERPASS OVER WEST TOWER DRIVE,
 PN0097'34 FEET SOUTHEAST OF THE CENTER LINE OF THE NORTHBOUND LANE OF
 PN0097'THE HIGHWAY, 8.2 FEET NORTHEAST OF THE SOUTHWEST END OF THE
 PN0097'GUARDRAIL AND 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.  SECTION
 PN0097'15, T 24 N, R 20 E.
 PN0097
 PN0097                          STATION RECOVERY (1994)
 PN0097
 PN0097'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0097'RECOVERED AS DESCRIBED.
 PN0097
 PN0097                          STATION RECOVERY (2002)
 PN0097
 PN0097'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0097'RECOVERED IN GOOD CONDITION.
 PN0097
 PN0097                          STATION RECOVERY (2005)
 PN0097
 PN0097'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0097'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0081 ***********************************************************************
 PM0081  DESIGNATION -  H 131
 PM0081  PID         -  PM0081
 PM0081  STATE/COUNTY-  WI/BROWN
 PM0081  USGS QUAD   -  BELLEVUE (1992)
 PM0081
 PM0081                         *CURRENT SURVEY CONTROL
 PM0081  ___________________________________________________________________
 PM0081* NAD 83(1986)-  44 25 32.     (N)    087 53 53.     (W)     SCALED    
 PM0081* NAVD 88     -       251.599  (meters)     825.45   (feet)  ADJUSTED  
 PM0081  ___________________________________________________________________
 PM0081  GEOID HEIGHT-         -36.10  (meters)                     GEOID03
 PM0081  DYNAMIC HT  -         251.565 (meters)     825.34  (feet)  COMP
 PM0081  MODELED GRAV-     980,477.1   (mgal)                       NAVD 88
 PM0081
 PM0081  VERT ORDER  -  FIRST     CLASS 0
 PM0081
 PM0081.The horizontal coordinates were scaled from a topographic map and have
 PM0081.an estimated accuracy of +/- 6 seconds.
 PM0081
 PM0081.The orthometric height was determined by differential leveling
 PM0081.and adjusted by the National Geodetic Survey in June 1991..
 PM0081
 PM0081.The geoid height was determined by GEOID03.
 PM0081
 PM0081.The dynamic height is computed by dividing the NAVD 88
 PM0081.geopotential number by the normal gravity value computed on the
 PM0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0081.degrees latitude (g = 980.6199 gals.).
 PM0081
 PM0081.The modeled gravity was interpolated from observed gravity values.
 PM0081
 PM0081;                    North         East    Units  Estimated Accuracy
 PM0081;SPC WI C     -    67,970.      767,360.      MT  (+/- 180 meters Scaled)
 PM0081
 PM0081                          SUPERSEDED SURVEY CONTROL
 PM0081
 PM0081  NGVD 29 (??/??/92)  251.48   (m)          825.1    (f) COMPUTED    1 0
 PM0081
 PM0081.Superseded values are not recommended for survey control.
 PM0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0081.See file dsdata.txt to determine how the superseded data were derived.
 PM0081
 PM0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ285195(NAD 83)
 PM0081_MARKER: DB = BENCH MARK DISK
 PM0081_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PM0081_SP_SET: 21 1/2 FEET
 PM0081_STAMPING: H 131 1972
 PM0081_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PM0081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0081_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0081+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2005
 PM0081
 PM0081  HISTORY     - Date     Condition        Report By
 PM0081  HISTORY     - 1972     MONUMENTED       NGS
 PM0081  HISTORY     - 1981     MARK NOT FOUND   USGS
 PM0081  HISTORY     - 19940510 GOOD             WI-009
 PM0081  HISTORY     - 20021111 GOOD             USPSQD
 PM0081  HISTORY     - 20040308 GOOD             USPSQD
 PM0081  HISTORY     - 20050808 GOOD             WIDT
 PM0081
 PM0081                          STATION DESCRIPTION
 PM0081
 PM0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0081'1.7 MI SE FROM BELLEVUE.
 PM0081'ABOUT 1.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 141 FROM THE
 PM0081'JUNCTION OF STATE HIGHWAY 29 AT BELLEVUE, 0.1 MILE NORTHWEST
 PM0081'OF THE JUNCTION OF COUNTY ROAD NN (PINE GROVE CHURCH ROAD), AT
 PM0081'THE EAST SIDE OF A ROADSIDE PARK, 136 1/2 FEET NORTHEAST OF THE
 PM0081'CENTER LINE OF THE HIGHWAY, 95 1/2 FEET NORTH OF A CORNER FENCE
 PM0081'POST, 30.7 FEET SOUTHEAST OF A GUARD RAIL POST AROUND A PARKING
 PM0081'AREA, 11 FEET SOUTH OF A 15 INCH ELM TREE, 0.8 FOOT WEST OF A
 PM0081'FENCE LINE, 0.4 FOOT EAST OF A METAL WITNESS POST, ABOUT LEVEL
 PM0081'WITH THE HIGHWAY, THE DISK PROJECTS 1 INCH ABOVE THE LEVEL OF
 PM0081'THE GROUND AND ENCASED IN A 4 INCH METAL PIPE THAT PROJECTS
 PM0081'2 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN
 PM0081'TO REFUSAL AT A DEPTH OF 21 1/2 FEET.  SECTION 26, T23N, R21E.
 PM0081
 PM0081                          STATION RECOVERY (1981)
 PM0081
 PM0081'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 PM0081'MARK NOT FOUND.
 PM0081
 PM0081                          STATION RECOVERY (1994)
 PM0081
 PM0081'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PM0081'CHANGES - U.S. 141 IS NOW CTH R.  PINE GROVE CHURCH ROAD IS NOW
 PM0081'STAGECOACH RD.  THERE IS NO PARKING AREA OR GUARD POST .  THE 15 INCH
 PM0081'ELM IS NOW A STUMP.  THE FENCE LINE IS THE NORTH PROPERTY LINE OF 4205
 PM0081'MAIN ST (CTH R).
 PM0081
 PM0081                          STATION RECOVERY (2002)
 PM0081
 PM0081'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0081'RECOVERED IN GOOD CONDITION.  ADDITIONS - APPROX. 93 FEET NORTH OF
 PM0081'UTILITY POLE 2321-36W36 IN THE TREE/BUSH LINE ON NORTH PROPERTY LINE
 PM0081'OF 4205 MAIN ST. (CTH R), WEST OF PROPANE TANK IN BACK YARD, AND 30
 PM0081'FEET EAST OF A 2 FOOT DIAMETER TREE.
 PM0081
 PM0081                          STATION RECOVERY (2004)
 PM0081
 PM0081'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0081'RECOVERED IN GOOD CONDITION.
 PM0081
 PM0081                          STATION RECOVERY (2005)
 PM0081
 PM0081'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0081'RECOVERED IN GOOD CONDITION. ADD--THE STATION IS 13 CM SOUTH OF A
 PM0081'WHITE PLASTIC WITNESS POST, AND 8 CM EAST OF A METAL FENCE POST.
 PM0081'--NOTE-- ACCESS TO THE STATION IS THROUGH THE DRIVEWAY OF THE HOUSE
 PM0081'LOCATED AT --4205 MAIN STREET--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0242 ***********************************************************************
 OL0242  DESIGNATION -  H 132
 OL0242  PID         -  OL0242
 OL0242  STATE/COUNTY-  WI/MANITOWOC
 OL0242  USGS QUAD   -  CLEVELAND EAST (1994)
 OL0242
 OL0242                         *CURRENT SURVEY CONTROL
 OL0242  ___________________________________________________________________
 OL0242* NAD 83(1986)-  43 55 50.     (N)    087 44 40.     (W)     SCALED    
 OL0242* NAVD 88     -       199.051  (meters)     653.05   (feet)  ADJUSTED  
 OL0242  ___________________________________________________________________
 OL0242  GEOID HEIGHT-         -35.98  (meters)                     GEOID03
 OL0242  DYNAMIC HT  -         199.016 (meters)     652.94  (feet)  COMP
 OL0242  MODELED GRAV-     980,436.5   (mgal)                       NAVD 88
 OL0242
 OL0242  VERT ORDER  -  FIRST     CLASS 0
 OL0242
 OL0242.The horizontal coordinates were scaled from a topographic map and have
 OL0242.an estimated accuracy of +/- 6 seconds.
 OL0242
 OL0242.The orthometric height was determined by differential leveling
 OL0242.and adjusted by the National Geodetic Survey in June 1991..
 OL0242
 OL0242.The geoid height was determined by GEOID03.
 OL0242
 OL0242.The dynamic height is computed by dividing the NAVD 88
 OL0242.geopotential number by the normal gravity value computed on the
 OL0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0242.degrees latitude (g = 980.6199 gals.).
 OL0242
 OL0242.The modeled gravity was interpolated from observed gravity values.
 OL0242
 OL0242;                    North         East    Units  Estimated Accuracy
 OL0242;SPC WI S     -   216,920.      781,090.      MT  (+/- 180 meters Scaled)
 OL0242
 OL0242                          SUPERSEDED SURVEY CONTROL
 OL0242
 OL0242.No superseded survey control is available for this station.
 OL0242
 OL0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP402644(NAD 83)
 OL0242_MARKER: DB = BENCH MARK DISK
 OL0242_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 OL0242+WITH SETTING: INTO GROUND
 OL0242_STAMPING: H 132 1972
 OL0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0242+STABILITY: SURFACE MOTION
 OL0242
 OL0242  HISTORY     - Date     Condition        Report By
 OL0242  HISTORY     - 1972     MONUMENTED       NGS
 OL0242  HISTORY     - 20021119 MARK NOT FOUND   USPSQD
 OL0242  HISTORY     - 20040305 MARK NOT FOUND   USPSQD
 OL0242
 OL0242                          STATION DESCRIPTION
 OL0242
 OL0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0242'1 MI N FROM CLEVELAND.
 OL0242'ABOUT 1.0 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OL0242'FROM THE CROSSING OF STATE HIGHWAY 129 AT CLEVELAND, 221 FEET
 OL0242'SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 141, 61 1/2 FEET
 OL0242'WEST OF THE WEST RAIL, 8 FEET NORTH OF A LONE 28 INCH BEECH TREE,
 OL0242'0.8 FOOT SOUTH OF A METAL WITNESS POST, 8 FEET ABOVE THE RAIL
 OL0242'AND IS A DISK ON THE TOP OF A 5 1/2 FEET LONG COPPER COATED
 OL0242'STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK
 OL0242'IS FLUSH WITH THE LEVEL OF THE GROUND AND ENCASED IN A 6 INCH
 OL0242'PIPE THAT PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 OL0242'SECTION 21, T17N, R23E
 OL0242
 OL0242                          STATION RECOVERY (2002)
 OL0242
 OL0242'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OL0242'NOT FOUND.  STATE HIGHWAY 149 NO LONGER EXISTS - SUBSTITUTE WASHINGTON
 OL0242'ROAD. U.S.HIGHWAY 141 IS NOW DAIRYLAND DRIVE.  IT IS 1.3 MILES NORTH
 OL0242'OF WASHINGTON ROAD AND 0.7 MILE NORTH OF NORTH AVENUE (CTH XX) ON
 OL0242'DAIRLAND DRIVE.
 OL0242
 OL0242                          STATION RECOVERY (2004)
 OL0242
 OL0242'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 OL0242'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0181 ***********************************************************************
 OL0181  DESIGNATION -  H 133
 OL0181  PID         -  OL0181
 OL0181  STATE/COUNTY-  WI/SHEBOYGAN
 OL0181  USGS QUAD   -  CEDAR GROVE (1974)
 OL0181
 OL0181                         *CURRENT SURVEY CONTROL
 OL0181  ___________________________________________________________________
 OL0181* NAD 83(1986)-  43 36 33.     (N)    087 46 25.     (W)     SCALED    
 OL0181* NAVD 88     -       193.560  (meters)     635.04   (feet)  ADJUSTED  
 OL0181  ___________________________________________________________________
 OL0181  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 OL0181  DYNAMIC HT  -         193.522 (meters)     634.91  (feet)  COMP
 OL0181  MODELED GRAV-     980,417.6   (mgal)                       NAVD 88
 OL0181
 OL0181  VERT ORDER  -  FIRST     CLASS 0
 OL0181
 OL0181.The horizontal coordinates were scaled from a topographic map and have
 OL0181.an estimated accuracy of +/- 6 seconds.
 OL0181
 OL0181.The orthometric height was determined by differential leveling
 OL0181.and adjusted by the National Geodetic Survey in June 1991..
 OL0181
 OL0181.The geoid height was determined by GEOID03.
 OL0181
 OL0181.The dynamic height is computed by dividing the NAVD 88
 OL0181.geopotential number by the normal gravity value computed on the
 OL0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0181.degrees latitude (g = 980.6199 gals.).
 OL0181
 OL0181.The modeled gravity was interpolated from observed gravity values.
 OL0181
 OL0181;                    North         East    Units  Estimated Accuracy
 OL0181;SPC WI S     -   181,160.      779,710.      MT  (+/- 180 meters Scaled)
 OL0181
 OL0181                          SUPERSEDED SURVEY CONTROL
 OL0181
 OL0181.No superseded survey control is available for this station.
 OL0181
 OL0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP375287(NAD 83)
 OL0181_MARKER: DB = BENCH MARK DISK
 OL0181_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 OL0181+WITH SETTING: INTO GROUND
 OL0181_STAMPING: H 133 1972
 OL0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0181+STABILITY: SURFACE MOTION
 OL0181_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0181+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2006
 OL0181
 OL0181  HISTORY     - Date     Condition        Report By
 OL0181  HISTORY     - 1972     MONUMENTED       NGS
 OL0181  HISTORY     - 20060514 GOOD             USPSQD
 OL0181
 OL0181                          STATION DESCRIPTION
 OL0181
 OL0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0181'4.6 MI NE FROM CEDAR GROVE.
 OL0181'ABOUT 0.35 MILE NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 OL0181'RAILWAY FROM THE CROSSING OF STATE HIGHWAY 32 AT CEDAR GROVE,
 OL0181'THENCE 0.9 MILE EAST ALONG COUNTY ROAD D, THENCE 2.1 MILES
 OL0181'NORTHEAST ALONG SAUK TRAIL ROAD, THENCE 0.65 MILE EAST ALONG
 OL0181'DE WITT ROAD, THENCE 0.65 MILE NORTHEAST ALONG U.S. HIGHWAY 141,
 OL0181'0.2 MILE NORTHEAST OF A POWER LINE CROSSING OVER THE HIGHWAY,
 OL0181'115 FEET NORTHWEST OF THE NORTHWEST LANE OF THE HIGHWAY, 3.8
 OL0181'FEET NORTHEAST OF A FENCE POST SUPPORTED BY A PIPE BRACE, 1.3
 OL0181'FEET SOUTHEAST OF THE NORTHWEST RIGHT-OF-WAY FENCE LINE, 0.6
 OL0181'FOOT WEST OF A METAL WITNESS POST, 2 FEET ABOVE THE LEVEL OF
 OL0181'THE HIGHWAY AND IS A DISK ON THE TOP OF A 5 1/2 FOOT LONG STEEL
 OL0181'ROD THAT PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND AND
 OL0181'ENCASED IN A 6 INCH METAL PIPE THAT PROJECTS 4 INCHES ABOVE
 OL0181'THE LEVEL OF THE GROUND.  THE ROD IS ATTACHED TO A METAL BASE
 OL0181'PLATE.  SECTION 8, T13N, R23E.
 OL0181
 OL0181                          STATION RECOVERY (2006)
 OL0181
 OL0181'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRB)
 OL0181'RECOVERED IN GOOD CONDITION.  US 141 HAS BEEN RECONSTRUCTED AS
 OL0181'INTERSTATE HIGHWAY 43 SO A NEW TO REACH FOLLOWS-- TO REACH THE STATION
 OL0181'FROM THE JUNCTION OF INTERSTATE HIGHWAY 43 WITH COUNTY HIGHWAY AA
 OL0181'APPROXIMATELY 1 MILE EAST OF THE COMMUNITY OF OOSTBURG, GO SOUTH ON
 OL0181'INTERSTATE HIGHWAY 43 FOR 1.0 MILE TO THE STATION ON THE RIGHT.
 OL0181'THE STATION IS 0.1 MILE SOUTH OF MILE MARKER 116, 54.0 M NORTHWEST OF
 OL0181'A --EMERGENCY STOPPING ONLY-- SIGN POST, 1 M SOUTH OF A RIGHT-OF-WAY
 OL0181'FENCE POST WITH A PIPE BRACE, 0.6 M EAST OF A METAL WITNESS POST, AND
 OL0181'0.3 M EAST OF AN ORANGE FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0129 ***********************************************************************
 OL0129  DESIGNATION -  H 134
 OL0129  PID         -  OL0129
 OL0129  STATE/COUNTY-  WI/MILWAUKEE
 OL0129  USGS QUAD   -  MILWAUKEE (1971)
 OL0129
 OL0129                         *CURRENT SURVEY CONTROL
 OL0129  ___________________________________________________________________
 OL0129* NAD 83(1986)-  43 04 07.     (N)    087 53 28.     (W)     SCALED    
 OL0129* NAVD 88     -       191.084  (meters)     626.91   (feet)  ADJUSTED  
 OL0129  ___________________________________________________________________
 OL0129  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 OL0129  DYNAMIC HT  -         191.035 (meters)     626.75  (feet)  COMP
 OL0129  MODELED GRAV-     980,355.6   (mgal)                       NAVD 88
 OL0129
 OL0129  VERT ORDER  -  FIRST     CLASS 0
 OL0129
 OL0129.The horizontal coordinates were scaled from a topographic map and have
 OL0129.an estimated accuracy of +/- 6 seconds.
 OL0129
 OL0129.The orthometric height was determined by differential leveling
 OL0129.and adjusted by the National Geodetic Survey in June 1991..
 OL0129
 OL0129.The geoid height was determined by GEOID03.
 OL0129
 OL0129.The dynamic height is computed by dividing the NAVD 88
 OL0129.geopotential number by the normal gravity value computed on the
 OL0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0129.degrees latitude (g = 980.6199 gals.).
 OL0129
 OL0129.The modeled gravity was interpolated from observed gravity values.
 OL0129
 OL0129;                    North         East    Units  Estimated Accuracy
 OL0129;SPC WI S     -   120,880.      771,740.      MT  (+/- 180 meters Scaled)
 OL0129
 OL0129                          SUPERSEDED SURVEY CONTROL
 OL0129
 OL0129.No superseded survey control is available for this station.
 OL0129
 OL0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN274688(NAD 83)
 OL0129_MARKER: DB = BENCH MARK DISK
 OL0129_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 OL0129_SP_SET: UNSPECIFIED DEEP SET
 OL0129_STAMPING: H 134 1972
 OL0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0129+STABILITY: SURFACE MOTION
 OL0129
 OL0129  HISTORY     - Date     Condition        Report By
 OL0129  HISTORY     - 1972     MONUMENTED       NGS
 OL0129  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 OL0129  HISTORY     - 20050514 MARK NOT FOUND   GEOCAC
 OL0129
 OL0129                          STATION DESCRIPTION
 OL0129
 OL0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0129'AT MILWAUKEE.
 OL0129'AT MILWAUKEE, NEAR THE SOUTHWEST CORNER OF RIVERSIDE PARK, ABOUT
 OL0129'450 FEET SOUTHWEST OF RIVERSIDE HIGH SCHOOL, 47 FEET EAST OF
 OL0129'THE EAST RAIL OF THE MAIN TRACK, (MIDDLE ONE OF THREE TRACKS),
 OL0129'84 FEET NORTH OF THE CENTER LINE OF EAST RIVERSIDE PLACE, 34.5
 OL0129'FEET NORTHWEST OF THE WEST END OF THE BOTTOM CONCRETE STEP FOR A
 OL0129'STAIRWAY LEADING FROM EAST RIVERSIDE PLACE DOWN INTO THE PARK,
 OL0129'12.7 FEET SOUTH OF THE SOUTH END OF A LONG STONE RETAINING
 OL0129'WALL, 9 1/2 FEET SOUTHWEST OF A TELEPHONE POLE, 0.7 FOOT WEST
 OL0129'OF A METAL WITNESS POST, 3 FEET ABOVE THE RAIL AND IS A DISK
 OL0129'ON THE TOP OF A COPPER COATED STEEL ROD THAT IS 1 INCH BELOW
 OL0129'THE LEVEL OF THE GROUND AND ENCASED IN A 4 INCH METAL PIPE
 OL0129'THAT IS FLUSH WITH THE LEVEL OF THE GROUND.  SECTION 16, T 7 N,
 OL0129'R 22 E.  THE MARK MAY BE REACHED FROM SHOREWOOD (A SUB-DIVISION
 OL0129'OF MILWAUKEE) BY GOING 0.3 MILE WEST ALONG CAPITOL DRIVE FROM
 OL0129'THE SHOREWOOD POST OFFICE, THENCE 1.45 MILES SOUTH ALONG THE
 OL0129'CHICAGO AND NORTH WESTERN RAILWAY TO MARK.
 OL0129
 OL0129                          STATION RECOVERY (1991)
 OL0129
 OL0129'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCB)
 OL0129'MARK NOT FOUND.
 OL0129
 OL0129                          STATION RECOVERY (2005)
 OL0129
 OL0129'RECOVERY NOTE BY GEOCACHING 2005 (CZ)
 OL0129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RN0159 ***********************************************************************
 RN0159  DESIGNATION -  H 135
 RN0159  PID         -  RN0159
 RN0159  STATE/COUNTY-  WI/DOUGLAS
 RN0159  USGS QUAD   -  BOREA (1981)
 RN0159
 RN0159                         *CURRENT SURVEY CONTROL
 RN0159  ___________________________________________________________________
 RN0159* NAD 83(1986)-  46 36 00.     (N)    092 07 39.     (W)     SCALED    
 RN0159* NAVD 88     -       214.404  (meters)     703.42   (feet)  ADJUSTED  
 RN0159  ___________________________________________________________________
 RN0159  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 RN0159  DYNAMIC HT  -         214.426 (meters)     703.50  (feet)  COMP
 RN0159  MODELED GRAV-     980,710.9   (mgal)                       NAVD 88
 RN0159
 RN0159  VERT ORDER  -  SECOND    CLASS 0
 RN0159
 RN0159.The horizontal coordinates were scaled from a topographic map and have
 RN0159.an estimated accuracy of +/- 6 seconds.
 RN0159
 RN0159.The orthometric height was determined by differential leveling
 RN0159.and adjusted by the National Geodetic Survey in June 1991..
 RN0159
 RN0159.The geoid height was determined by GEOID03.
 RN0159
 RN0159.The dynamic height is computed by dividing the NAVD 88
 RN0159.geopotential number by the normal gravity value computed on the
 RN0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0159.degrees latitude (g = 980.6199 gals.).
 RN0159
 RN0159.The modeled gravity was interpolated from observed gravity values.
 RN0159
 RN0159;                    North         East    Units  Estimated Accuracy
 RN0159;SPC WI N     -   161,490.      437,010.      MT  (+/- 180 meters Scaled)
 RN0159
 RN0159                          SUPERSEDED SURVEY CONTROL
 RN0159
 RN0159  NGVD 29 (??/??/92)  214.378  (m)          703.34   (f) ADJ UNCH    2 0
 RN0159
 RN0159.Superseded values are not recommended for survey control.
 RN0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0159.See file dsdata.txt to determine how the superseded data were derived.
 RN0159
 RN0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM668610(NAD 83)
 RN0159_MARKER: DB = BENCH MARK DISK
 RN0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0159_STAMPING: H 135 1935
 RN0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0159+STABILITY: SURFACE MOTION
 RN0159
 RN0159  HISTORY     - Date     Condition        Report By
 RN0159  HISTORY     - 1935     MONUMENTED       CGS
 RN0159  HISTORY     - 1952     MARK NOT FOUND   USGS
 RN0159  HISTORY     - 20041215 MARK NOT FOUND   WIDT
 RN0159
 RN0159                          STATION DESCRIPTION
 RN0159
 RN0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RN0159'0.3 MI E FROM BOYLSTON JCT.
 RN0159'ALONG THE GREAT NORTHERN R.R. 0.3 MILES E. OF BOYLSTON JCT.  MARK IS
 RN0159'AT MILE POLE NO. 13.  8 YDS. S. OF CENTER OF TRACK.
 RN0159
 RN0159                          STATION RECOVERY (1952)
 RN0159
 RN0159'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 RN0159'MARK NOT FOUND.
 RN0159
 RN0159                          STATION RECOVERY (2004)
 RN0159
 RN0159'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 RN0159'THE STATION IS NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RN0274 ***********************************************************************
 RN0274  DESIGNATION -  H 136
 RN0274  PID         -  RN0274
 RN0274  STATE/COUNTY-  WI/DOUGLAS
 RN0274  USGS QUAD   -  BOREA (1981)
 RN0274
 RN0274                         *CURRENT SURVEY CONTROL
 RN0274  ___________________________________________________________________
 RN0274* NAD 83(1986)-  46 32 35.     (N)    092 14 42.     (W)     SCALED    
 RN0274* NAVD 88     -       248.780  (meters)     816.21   (feet)  ADJUSTED  
 RN0274  ___________________________________________________________________
 RN0274  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 RN0274  DYNAMIC HT  -         248.798 (meters)     816.26  (feet)  COMP
 RN0274  MODELED GRAV-     980,678.7   (mgal)                       NAVD 88
 RN0274
 RN0274  VERT ORDER  -  SECOND    CLASS 0
 RN0274
 RN0274.The horizontal coordinates were scaled from a topographic map and have
 RN0274.an estimated accuracy of +/- 6 seconds.
 RN0274
 RN0274.The orthometric height was determined by differential leveling
 RN0274.and adjusted by the National Geodetic Survey in June 1991..
 RN0274
 RN0274.The geoid height was determined by GEOID03.
 RN0274
 RN0274.The dynamic height is computed by dividing the NAVD 88
 RN0274.geopotential number by the normal gravity value computed on the
 RN0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0274.degrees latitude (g = 980.6199 gals.).
 RN0274
 RN0274.The modeled gravity was interpolated from observed gravity values.
 RN0274
 RN0274;                    North         East    Units  Estimated Accuracy
 RN0274;SPC WI N     -   155,410.      427,830.      MT  (+/- 180 meters Scaled)
 RN0274
 RN0274                          SUPERSEDED SURVEY CONTROL
 RN0274
 RN0274  NGVD 29 (??/??/92)  248.729  (m)          816.04   (f) ADJ UNCH    2 0
 RN0274
 RN0274.Superseded values are not recommended for survey control.
 RN0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0274.See file dsdata.txt to determine how the superseded data were derived.
 RN0274
 RN0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM578546(NAD 83)
 RN0274_MARKER: DB = BENCH MARK DISK
 RN0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0274_STAMPING: H 136 1935
 RN0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0274+STABILITY: SURFACE MOTION
 RN0274
 RN0274  HISTORY     - Date     Condition        Report By
 RN0274  HISTORY     - 1935     MONUMENTED       CGS
 RN0274  HISTORY     - 20041215 MARK NOT FOUND   WIDT
 RN0274
 RN0274                          STATION DESCRIPTION
 RN0274
 RN0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RN0274'2.0 MI SW FROM DEWEY.
 RN0274'ALONG COUNTY ROAD W. 2 MILES S. OF DEWEY.  MARK IS 10 YDS. W. OF
 RN0274'CENTER OF COUNTY ROAD W. 100 YDS. N. OF FARM ROAD ENTRANCE.  ABOUT 100
 RN0274'YDS. S. OF TOP OF HILL.
 RN0274
 RN0274                          STATION RECOVERY (2004)
 RN0274
 RN0274'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 RN0274'THE STATION IS NOT FOUND THE TIES ARE VAGUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0320 ***********************************************************************
 NG0320  DESIGNATION -  H 137
 NG0320  PID         -  NG0320
 NG0320  STATE/COUNTY-  WI/RACINE
 NG0320  USGS QUAD   -  FRANKSVILLE (1994)
 NG0320
 NG0320                         *CURRENT SURVEY CONTROL
 NG0320  ___________________________________________________________________
 NG0320* NAD 83(1986)-  42 48 00.     (N)    087 54 54.     (W)     SCALED    
 NG0320* NAVD 88     -       220.626  (meters)     723.84   (feet)  ADJUSTED  
 NG0320  ___________________________________________________________________
 NG0320  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 NG0320  DYNAMIC HT  -         220.564 (meters)     723.63  (feet)  COMP
 NG0320  MODELED GRAV-     980,331.7   (mgal)                       NAVD 88
 NG0320
 NG0320  VERT ORDER  -  SECOND    CLASS I
 NG0320
 NG0320.The horizontal coordinates were scaled from a topographic map and have
 NG0320.an estimated accuracy of +/- 6 seconds.
 NG0320
 NG0320.The orthometric height was determined by differential leveling
 NG0320.and adjusted by the National Geodetic Survey in February 2004..
 NG0320
 NG0320.The geoid height was determined by GEOID03.
 NG0320
 NG0320.The dynamic height is computed by dividing the NAVD 88
 NG0320.geopotential number by the normal gravity value computed on the
 NG0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0320.degrees latitude (g = 980.6199 gals.).
 NG0320
 NG0320.The modeled gravity was interpolated from observed gravity values.
 NG0320
 NG0320;                    North         East    Units  Estimated Accuracy
 NG0320;SPC WI S     -    91,010.      770,540.      MT  (+/- 180 meters Scaled)
 NG0320
 NG0320                          SUPERSEDED SURVEY CONTROL
 NG0320
 NG0320  NAVD 88 (06/15/91)  220.585  (m)          723.70   (f) UNKNOWN     1 0
 NG0320  NGVD 29 (??/??/92)  220.627  (m)          723.84   (f) ADJ UNCH    1 0
 NG0320
 NG0320.Superseded values are not recommended for survey control.
 NG0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0320.See file dsdata.txt to determine how the superseded data were derived.
 NG0320
 NG0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN251390(NAD 83)
 NG0320_MARKER: DV = VERTICAL CONTROL DISK
 NG0320_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NG0320+WITH SETTING: INTO GROUND
 NG0320_STAMPING: H 137 1972
 NG0320_MARK LOGO: NGS   
 NG0320_PROJECTION: PROJECTING 10 CENTIMETERS
 NG0320_MAGNETIC: I = MARKER IS A STEEL ROD
 NG0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0320+STABILITY: SURFACE MOTION
 NG0320_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NG0320+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2006
 NG0320
 NG0320  HISTORY     - Date     Condition        Report By
 NG0320  HISTORY     - 1972     MONUMENTED       NGS
 NG0320  HISTORY     - 1990     GOOD             USPSQD
 NG0320  HISTORY     - 2001     GOOD             WIDT
 NG0320  HISTORY     - 20060826 GOOD             GEOCAC
 NG0320
 NG0320                          STATION DESCRIPTION
 NG0320
 NG0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 NG0320'2.8 MI N FROM FRANKSVILLE.
 NG0320'ABOUT 2.8 MILES NORTH ALONG COUNTY ROAD H FROM THE JUNCTION OF
 NG0320'COUNTY ROAD K AT FRANKSVILLE, 112 1/2 FEET NORTHWEST OF THE CENTER
 NG0320'OF THE JUNCTION OF FIVE MILE ROAD (A BLACK TOP ROAD LEADING EAST),
 NG0320'103 FEET NORTH OF THE EXTENDED CENTER LINE OF FIVE MILE ROAD,
 NG0320'43 FEET WEST OF THE CENTER LINE OF COUNTY ROAD H, 3 FEET NORTH
 NG0320'OF A POWER POLE, IN LINE WITH A ROW OF POLES, 1.4 FEET SOUTH OF
 NG0320'A METAL WITNESS POST, 1 1/2 FEET BELOW THE LEVEL OF THE COUNTY
 NG0320'ROAD, AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD THAT
 NG0320'IS 4 FEET LONG AND ATTACHED TO A METAL BASE PLATE.  THE DISK
 NG0320'PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND AND ENCASED IN
 NG0320'A 5 INCH METAL PIPE THAT PROJECTS 4 INCHES ABOVE THE LEVEL OF
 NG0320'THE GROUND.  SEC 17, T4N, R22E.
 NG0320
 NG0320                          STATION RECOVERY (1990)
 NG0320
 NG0320'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCB)
 NG0320'RECOVERED IN GOOD CONDITION.
 NG0320
 NG0320                          STATION RECOVERY (2001)
 NG0320
 NG0320'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 NG0320'THE STATION IS LOCATED ABOUT 14 KM SOUTHEAST OF FRANKLIN, 13 KM
 NG0320'NORTHWEST OF RACINE, AND 4 KM NORTH OF FRANKSVILLE.
 NG0320'OWNERSHIP--RACINE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 NG0320'INTERSTATE HIGHWAY 94 WITH COUNTY HIGHWAY G ABOUT 2 KM WEST OF
 NG0320'CALEDONIA, GO WEST ON COUNTY HIGHWAY G FOR 3.2 KM TO COUNTY HIGHWAY
 NG0320'H, TURN RIGHT AND GO SOUTH ON COUNTY HIGHWAY H FOR 0.7 KM TO 5 MILE
 NG0320'ROAD AND THE STATION ON THE RIGHT. THE STATION IS A BRONZE NATIONAL
 NG0320'GEODETIC SURVEY VERTICAL CONTROL DISK SET ON THE TOP OF A COPPER CLAD
 NG0320'ROD WITH BASE PLATE ABOUT LEVEL WITH BELOW THE PAVEMENT. THE STATION
 NG0320'IS 31.6 M NORTH OF EXTENDED CENTERLINE OF 5 MILE ROAD, 13.4 M WEST OF
 NG0320'THE CENTERLINE OF COUNTY HIGHWAY H, 0.8 M NORTH OF POWER
 NG0320'POLE--62-10845--. ---NOTE---THE STATION IS 0.5 M SOUTH OF A METAL
 NG0320'WITNESS POST.  ---NOTE2---THIS STATION IS NOT SUITABLE FOR GPS
 NG0320'OBSERVATIONS DUE TO THE REFERENCED POWER POLE TO THE SOUTH.
 NG0320
 NG0320                          STATION RECOVERY (2006)
 NG0320
 NG0320'RECOVERY NOTE BY GEOCACHING 2006 (CT)
 NG0320'FOUND IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0276 ***********************************************************************
 NG0276  DESIGNATION -  H 138
 NG0276  PID         -  NG0276
 NG0276  STATE/COUNTY-  WI/KENOSHA
 NG0276  USGS QUAD   -  KENOSHA (1994)
 NG0276
 NG0276                         *CURRENT SURVEY CONTROL
 NG0276  ___________________________________________________________________
 NG0276* NAD 83(1986)-  42 37 26.     (N)    087 49 33.     (W)     SCALED    
 NG0276* NAVD 88     -       188.184  (meters)     617.40   (feet)  ADJUSTED  
 NG0276  ___________________________________________________________________
 NG0276  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 NG0276  DYNAMIC HT  -         188.129 (meters)     617.22  (feet)  COMP
 NG0276  MODELED GRAV-     980,325.2   (mgal)                       NAVD 88
 NG0276
 NG0276  VERT ORDER  -  FIRST     CLASS 0
 NG0276
 NG0276.The horizontal coordinates were scaled from a topographic map and have
 NG0276.an estimated accuracy of +/- 6 seconds.
 NG0276
 NG0276.The orthometric height was determined by differential leveling
 NG0276.and adjusted by the National Geodetic Survey in June 1991..
 NG0276
 NG0276.The geoid height was determined by GEOID03.
 NG0276
 NG0276.The dynamic height is computed by dividing the NAVD 88
 NG0276.geopotential number by the normal gravity value computed on the
 NG0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0276.degrees latitude (g = 980.6199 gals.).
 NG0276
 NG0276.The modeled gravity was interpolated from observed gravity values.
 NG0276
 NG0276;                    North         East    Units  Estimated Accuracy
 NG0276;SPC WI S     -    71,630.      778,350.      MT  (+/- 180 meters Scaled)
 NG0276
 NG0276                          SUPERSEDED SURVEY CONTROL
 NG0276
 NG0276  NGVD 29 (??/??/92)  188.27   (m)          617.7    (f) COMPUTED    1 0
 NG0276
 NG0276.Superseded values are not recommended for survey control.
 NG0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0276.See file dsdata.txt to determine how the superseded data were derived.
 NG0276
 NG0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN322193(NAD 83)
 NG0276_MARKER: DB = BENCH MARK DISK
 NG0276_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NG0276+WITH SETTING: INTO GROUND
 NG0276_STAMPING: H 138 1973
 NG0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0276+STABILITY: SURFACE MOTION
 NG0276
 NG0276  HISTORY     - Date     Condition        Report By
 NG0276  HISTORY     - 1973     MONUMENTED       NGS
 NG0276  HISTORY     - 1979     GOOD             ALSTER
 NG0276  HISTORY     - 20060715 MARK NOT FOUND   USPSQD
 NG0276
 NG0276                          STATION DESCRIPTION
 NG0276
 NG0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NG0276'2.9 MI N FROM KENOSHA.
 NG0276'1.25 MILES NORTH ALONG STATE HIGHWAY 32 (SHERIDAN ROAD) FROM
 NG0276'THE POST OFFICE AT KENOSHA, THENCE 0.15 MILES WEST ALONG 38TH
 NG0276'STREET, THENCE 1.5 MILES NORTH ALONG THE CHICAGO AND NORTHWESTERN
 NG0276'RAILWAY, 0.05 MILES OR 145 YARDS NORTH EAST OF CENTER OF THE
 NG0276'CROSSING WITH COUNTY ROAD E (BIRCH ST) AT PICNIC PARK NO. 6,
 NG0276'81.0 FEET SOUTH EAST OF CENTER LINE OF SHERIDAN ROAD, 71.2 FEET
 NG0276'SOUTH OF A POWER POLE E-58-4376, 53.5 FEET NORTH EAST OF NORTH
 NG0276'CORNER OF STONE BUILDING (REST ROOMS), 10.0 FEET SOUTH EAST OF A
 NG0276'30 INCH OAK TREE, 7.0 FET SOUTH WEST OF THE SOUTH WEST EDGE OF
 NG0276'A PARKING AREA.  A NGS DISK ON THE TOP OF A 5-FOOT COPPER COATED
 NG0276'ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS LEVEL
 NG0276'WITH THE SURFACE OF THE GROUND AND ENCASED IN A 6 INCH PIPE
 NG0276'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND AND IS LOCATED
 NG0276'3.3 FEET WEST OF A METAL WITNESS POST ABOUT LEVEL WITH THE
 NG0276'ROAD.  SEC 19, T 2 N, R 22 E.
 NG0276
 NG0276                          STATION RECOVERY (1979)
 NG0276
 NG0276'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1979
 NG0276'RECOVERED IN GOOD CONDITION.
 NG0276
 NG0276                          STATION RECOVERY (2006)
 NG0276
 NG0276'RECOVERY NOTE BY US POWER SQUADRON 2006
 NG0276'STATION NOT FOUND WITH PROBING AND A METAL DETECTOR.  THE POWER POLE
 NG0276'AND WITNESS POST ARE NO LONGER PRESENT.  SHERIDAN ROAD HAS BEEN
 NG0276'RE-ROUTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0415 ***********************************************************************
 QM0415  DESIGNATION -  H 14
 QM0415  PID         -  QM0415
 QM0415  STATE/COUNTY-  WI/ONEIDA
 QM0415  USGS QUAD   -  FENCE LAKE (1971)
 QM0415
 QM0415                         *CURRENT SURVEY CONTROL
 QM0415  ___________________________________________________________________
 QM0415* NAD 83(1986)-  45 52 56.     (N)    089 46 44.     (W)     SCALED    
 QM0415* NAVD 88     -       495.299  (meters)    1624.99   (feet)  ADJUSTED  
 QM0415  ___________________________________________________________________
 QM0415  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 QM0415  DYNAMIC HT  -         495.281 (meters)    1624.93  (feet)  COMP
 QM0415  MODELED GRAV-     980,562.6   (mgal)                       NAVD 88
 QM0415
 QM0415  VERT ORDER  -  SECOND    CLASS 0
 QM0415
 QM0415.The horizontal coordinates were scaled from a topographic map and have
 QM0415.an estimated accuracy of +/- 6 seconds.
 QM0415
 QM0415.The orthometric height was determined by differential leveling
 QM0415.and adjusted by the National Geodetic Survey in June 1991..
 QM0415
 QM0415.The geoid height was determined by GEOID03.
 QM0415
 QM0415.The dynamic height is computed by dividing the NAVD 88
 QM0415.geopotential number by the normal gravity value computed on the
 QM0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0415.degrees latitude (g = 980.6199 gals.).
 QM0415
 QM0415.The modeled gravity was interpolated from observed gravity values.
 QM0415
 QM0415;                    North         East    Units  Estimated Accuracy
 QM0415;SPC WI N     -    79,550.      617,160.      MT  (+/- 180 meters Scaled)
 QM0415
 QM0415                          SUPERSEDED SURVEY CONTROL
 QM0415
 QM0415  NGVD 29 (??/??/92)  495.272  (m)         1624.90   (f) ADJ UNCH    2 0
 QM0415
 QM0415.Superseded values are not recommended for survey control.
 QM0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0415.See file dsdata.txt to determine how the superseded data were derived.
 QM0415
 QM0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR843847(NAD 83)
 QM0415_MARKER: DB = BENCH MARK DISK
 QM0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0415+STABILITY: SURFACE MOTION
 QM0415
 QM0415  HISTORY     - Date     Condition        Report By
 QM0415  HISTORY     - UNK      MONUMENTED       CGS
 QM0415  HISTORY     - 1934     GOOD             NGS
 QM0415  HISTORY     - 20050921 MARK NOT FOUND   WIDT
 QM0415
 QM0415                          STATION DESCRIPTION
 QM0415
 QM0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QM0415'4.8 MI W FROM WOODRUFF.
 QM0415'ON STATE HIGHWAY 70, WHERE ROAD MAKES A TURN TO NORTH AND THEN
 QM0415'TURNS TO WEST AGAIN, 31 FT WEST OF CENTER LINE OF ROAD, 2 FT
 QM0415'NORTH OF GARDEN FENCE.
 QM0415
 QM0415                          STATION RECOVERY (2005)
 QM0415
 QM0415'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0415'MARK NOT FOUND. ADD--SEARCHED AREA FOR EVIDENCE OF STATION, BUT
 QM0415'RECOVERED NOTHING. THERE HAS BEEN UTILITY WORK IN THE DESCRIBED AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0389 ***********************************************************************
 RM0389  DESIGNATION -  H 146
 RM0389  PID         -  RM0389
 RM0389  STATE/COUNTY-  WI/WASHBURN
 RM0389  USGS QUAD   -  STANBERRY WEST (1971)
 RM0389
 RM0389                         *CURRENT SURVEY CONTROL
 RM0389  ___________________________________________________________________
 RM0389* NAD 83(1986)-  46 04 22.     (N)    091 40 43.     (W)     SCALED    
 RM0389* NAVD 88     -       365.214  (meters)    1198.21   (feet)  ADJUSTED  
 RM0389  ___________________________________________________________________
 RM0389  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 RM0389  DYNAMIC HT  -         365.239 (meters)    1198.29  (feet)  COMP
 RM0389  MODELED GRAV-     980,672.7   (mgal)                       NAVD 88
 RM0389
 RM0389  VERT ORDER  -  FIRST     CLASS II
 RM0389
 RM0389.The horizontal coordinates were scaled from a topographic map and have
 RM0389.an estimated accuracy of +/- 6 seconds.
 RM0389
 RM0389.The orthometric height was determined by differential leveling
 RM0389.and adjusted by the National Geodetic Survey in June 1991..
 RM0389
 RM0389.The geoid height was determined by GEOID03.
 RM0389
 RM0389.The dynamic height is computed by dividing the NAVD 88
 RM0389.geopotential number by the normal gravity value computed on the
 RM0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0389.degrees latitude (g = 980.6199 gals.).
 RM0389
 RM0389.The modeled gravity was interpolated from observed gravity values.
 RM0389
 RM0389;                    North         East    Units  Estimated Accuracy
 RM0389;SPC WI N     -   102,080.      470,160.      MT  (+/- 180 meters Scaled)
 RM0389
 RM0389                          SUPERSEDED SURVEY CONTROL
 RM0389
 RM0389.No superseded survey control is available for this station.
 RM0389
 RM0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM021029(NAD 83)
 RM0389_MARKER: DB = BENCH MARK DISK
 RM0389_SETTING: 80 = SET IN A BOULDER
 RM0389_SP_SET: BOULDER
 RM0389_STAMPING: H 146 1979
 RM0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0389+STABILITY: SURFACE MOTION
 RM0389
 RM0389  HISTORY     - Date     Condition        Report By
 RM0389  HISTORY     - 1979     MONUMENTED       NGS
 RM0389  HISTORY     - 20041130 MARK NOT FOUND   WIDT
 RM0389  HISTORY     - 20041230 MARK NOT FOUND   WIDT
 RM0389
 RM0389                          STATION DESCRIPTION
 RM0389
 RM0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RM0389'8.05 MI EAST FROM MINONG.
 RM0389'8.05 MILES EAST ALONG STATE HIGHWAY 77 FROM THE JUNCTION OF U.S.
 RM0389'HIGHWAY 53 IN MINONG, IN THE CENTER OF THE TOP OF A 7-FT. X 4-FT. FLAT
 RM0389'BOULDER, 30.0 FT. SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 RM0389'THE MARK IS 2 FT  NW FROM A WITNESS POST.
 RM0389'THE MARK IS 1 FT BELOW THE HIGHWAY.
 RM0389
 RM0389                          STATION RECOVERY (2004)
 RM0389
 RM0389'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 RM0389'MARK NOT FOUND.
 RM0389
 RM0389                          STATION RECOVERY (2004)
 RM0389
 RM0389'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 RM0389'NO BOULDER FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0326 ***********************************************************************
 QN0326  DESIGNATION -  H 147
 QN0326  PID         -  QN0326
 QN0326  STATE/COUNTY-  WI/SAWYER
 QN0326  USGS QUAD   -  COUDERAY (1971)
 QN0326
 QN0326                         *CURRENT SURVEY CONTROL
 QN0326  ___________________________________________________________________
 QN0326* NAD 83(1986)-  45 46 37.     (N)    091 16 30.     (W)     SCALED    
 QN0326* NAVD 88     -       382.017  (meters)    1253.33   (feet)  ADJUSTED  
 QN0326  ___________________________________________________________________
 QN0326  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 QN0326  DYNAMIC HT  -         381.998 (meters)    1253.27  (feet)  COMP
 QN0326  MODELED GRAV-     980,556.0   (mgal)                       NAVD 88
 QN0326
 QN0326  VERT ORDER  -  FIRST     CLASS II
 QN0326
 QN0326.The horizontal coordinates were scaled from a topographic map and have
 QN0326.an estimated accuracy of +/- 6 seconds.
 QN0326
 QN0326.The orthometric height was determined by differential leveling
 QN0326.and adjusted by the National Geodetic Survey in June 1991..
 QN0326
 QN0326.The geoid height was determined by GEOID03.
 QN0326
 QN0326.The dynamic height is computed by dividing the NAVD 88
 QN0326.geopotential number by the normal gravity value computed on the
 QN0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0326.degrees latitude (g = 980.6199 gals.).
 QN0326
 QN0326.The modeled gravity was interpolated from observed gravity values.
 QN0326
 QN0326;                    North         East    Units  Estimated Accuracy
 QN0326;SPC WI N     -    68,620.      500,850.      MT  (+/- 180 meters Scaled)
 QN0326
 QN0326                          SUPERSEDED SURVEY CONTROL
 QN0326
 QN0326.No superseded survey control is available for this station.
 QN0326
 QN0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL341707(NAD 83)
 QN0326_MARKER: DB = BENCH MARK DISK
 QN0326_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0326_SP_SET: STAINLESS STEEL ROD
 QN0326_STAMPING: H 147 1979
 QN0326_PROJECTION: FLUSH
 QN0326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0326_ROD/PIPE-DEPTH: 4.27 meters
 QN0326
 QN0326  HISTORY     - Date     Condition        Report By
 QN0326  HISTORY     - 1979     MONUMENTED       NGS
 QN0326  HISTORY     - 20041028 MARK NOT FOUND   WIDT
 QN0326
 QN0326                          STATION DESCRIPTION
 QN0326
 QN0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 QN0326'2.3 MI SE FROM COUDERAY.
 QN0326'2.3 MILES SOUTHEAST ALONG STATE HIGHWAY 27 FROM THE POST OFFICE IN
 QN0326'COUDERAY, AT THE JUNCTION OF A DIRT FARM ROAD LEADING NORTHEAST, ALSO
 QN0326'2.6 MILES NORTHWEST ALONG STATE HIGHWAY 27 FROM THE JUNCTION OF STATE
 QN0326'HIGHWAY 40 IN RADISSON, 51.0 FT. NORTH-NORTHEAST OF THE CENTERLINE OF
 QN0326'THE HIGHWAY, 10.0 FT. WEST OF THE CENTERLINE OF THE ROAD, 2.0 FT.
 QN0326'NORTH-NORTHEAST OF A CORNER FENCE POST, 16.0 FT. SOUTH OF AN
 QN0326'UNDERGROUND TELEPHONE CABLE JUNCTION BOX.
 QN0326'THE MARK IS 4 FT  SE FROM A WITNESS POST.
 QN0326'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 QN0326
 QN0326                          STATION RECOVERY (2004)
 QN0326
 QN0326'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0326'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0391 ***********************************************************************
 QN0391  DESIGNATION -  H 147 X
 QN0391  PID         -  QN0391
 QN0391  STATE/COUNTY-  WI/RUSK
 QN0391  USGS QUAD   -  THORNAPPLE (1971)
 QN0391
 QN0391                         *CURRENT SURVEY CONTROL
 QN0391  ___________________________________________________________________
 QN0391* NAD 83(1986)-  45 27 53.     (N)    091 09 24.     (W)     SCALED    
 QN0391* NAVD 88     -       351.616  (meters)    1153.59   (feet)  ADJUSTED  
 QN0391  ___________________________________________________________________
 QN0391  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 QN0391  DYNAMIC HT  -         351.599 (meters)    1153.54  (feet)  COMP
 QN0391  MODELED GRAV-     980,556.0   (mgal)                       NAVD 88
 QN0391
 QN0391  VERT ORDER  -  FIRST     CLASS II
 QN0391
 QN0391.The horizontal coordinates were scaled from a topographic map and have
 QN0391.an estimated accuracy of +/- 6 seconds.
 QN0391
 QN0391.The orthometric height was determined by differential leveling
 QN0391.and adjusted by the National Geodetic Survey in June 1991..
 QN0391
 QN0391.The geoid height was determined by GEOID03.
 QN0391
 QN0391.The dynamic height is computed by dividing the NAVD 88
 QN0391.geopotential number by the normal gravity value computed on the
 QN0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0391.degrees latitude (g = 980.6199 gals.).
 QN0391
 QN0391.The modeled gravity was interpolated from observed gravity values.
 QN0391
 QN0391;                    North         East    Units  Estimated Accuracy
 QN0391;SPC WI C     -   181,930.      509,540.      MT  (+/- 180 meters Scaled)
 QN0391
 QN0391                          SUPERSEDED SURVEY CONTROL
 QN0391
 QN0391.No superseded survey control is available for this station.
 QN0391
 QN0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL441362(NAD 83)
 QN0391_MARKER: I = METAL ROD
 QN0391_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0391_SP_SET: STAINLESS STEEL ROD
 QN0391_STAMPING: H 147 X 1980
 QN0391_PROJECTION: RECESSED 5 CENTIMETERS
 QN0391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0391_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QN0391+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2005
 QN0391_ROD/PIPE-DEPTH: 7.3  meters
 QN0391
 QN0391  HISTORY     - Date     Condition        Report By
 QN0391  HISTORY     - 1980     MONUMENTED       NGS
 QN0391  HISTORY     - 20051215 GOOD             WIDT
 QN0391
 QN0391                          STATION DESCRIPTION
 QN0391
 QN0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QN0391'1.6 KM WEST FROM LADYSMITH.
 QN0391'1.6 KM (2.2 MI) WEST ALONG U.S. HIGHWAY 8 FROM THE JUNCTION OF STATE
 QN0391'HIGHWAY 27 IN LADYSMITH, 0.3 KM (0.2 MI) WEST OF THE JUNCTION OF A
 QN0391'PAVED ROAD LEADING NORTH, 17.3 M (57.0 FT) NORTH OF THE CENTERLINE OF
 QN0391'THE HIGHWAY, 17.4 M (57.2 FT) WEST OF A HIGHWAY RIGHT-OF-WAY MARKER,
 QN0391'3.7 M (12.3 FT) NORTHEAST OF A 36-CM PINE TREE, 2.2 M (7.2 FT) EAST OF
 QN0391'THE CENTER OF A 1.2-M X 1.5-M BILLBOARD.  NOTE-DATUM POINT IS STAMPED
 QN0391'H 147.
 QN0391'THE MARK IS 1.0 METERS  S FROM A WITNESS POST.
 QN0391'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 QN0391
 QN0391                          STATION RECOVERY (2005)
 QN0391
 QN0391'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 QN0391'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.7 M EAST OF THE
 QN0391'NORTH --CLUB 8 SUPPER CLUB-- BILLBOARD SIGN POST, 0.9 M SOUTH OF A
 QN0391'WHITE METAL WITNESS POST, AND 1.0 M SOUTH OF A WHITE PLASTIC WITNESS
 QN0391'POST.  NOTE-- VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE
 QN0391'NORTH QUADRANTS EXTENDING TO 90 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0390 ***********************************************************************
 QN0390  DESIGNATION -  H 148
 QN0390  PID         -  QN0390
 QN0390  STATE/COUNTY-  WI/RUSK
 QN0390  USGS QUAD   -  THORNAPPLE (1971)
 QN0390
 QN0390                         *CURRENT SURVEY CONTROL
 QN0390  ___________________________________________________________________
 QN0390* NAD 83(1986)-  45 27 53.     (N)    091 10 49.     (W)     SCALED    
 QN0390* NAVD 88     -       344.587  (meters)    1130.53   (feet)  ADJUSTED  
 QN0390  ___________________________________________________________________
 QN0390  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 QN0390  DYNAMIC HT  -         344.570 (meters)    1130.48  (feet)  COMP
 QN0390  MODELED GRAV-     980,555.1   (mgal)                       NAVD 88
 QN0390
 QN0390  VERT ORDER  -  FIRST     CLASS II
 QN0390
 QN0390.The horizontal coordinates were scaled from a topographic map and have
 QN0390.an estimated accuracy of +/- 6 seconds.
 QN0390
 QN0390.The orthometric height was determined by differential leveling
 QN0390.and adjusted by the National Geodetic Survey in June 1991..
 QN0390
 QN0390.The geoid height was determined by GEOID03.
 QN0390
 QN0390.The dynamic height is computed by dividing the NAVD 88
 QN0390.geopotential number by the normal gravity value computed on the
 QN0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0390.degrees latitude (g = 980.6199 gals.).
 QN0390
 QN0390.The modeled gravity was interpolated from observed gravity values.
 QN0390
 QN0390;                    North         East    Units  Estimated Accuracy
 QN0390;SPC WI C     -   181,960.      507,700.      MT  (+/- 180 meters Scaled)
 QN0390
 QN0390                          SUPERSEDED SURVEY CONTROL
 QN0390
 QN0390.No superseded survey control is available for this station.
 QN0390
 QN0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL422361(NAD 83)
 QN0390_MARKER: DB = BENCH MARK DISK
 QN0390_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QN0390_SP_SET: HEADWALL
 QN0390_STAMPING: H 148 1980
 QN0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0390+STABILITY: SURFACE MOTION
 QN0390
 QN0390  HISTORY     - Date     Condition        Report By
 QN0390  HISTORY     - 1980     MONUMENTED       NGS
 QN0390  HISTORY     - 20040928 MARK NOT FOUND   WIDT
 QN0390
 QN0390                          STATION DESCRIPTION
 QN0390
 QN0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QN0390'5.4 KM WEST FROM LADYSMITH.
 QN0390'5.4 KM (3.35 MI) WEST ALONG U.S. HIGHWAY 8 FROM THE JUNCTION OF STATE
 QN0390'HIGHWAY 27 IN LADYSMITH, AT THE JUNCTION OF A GRAVEL ROAD LEADING
 QN0390'NORTH, IN TOP OF THE EAST END OF THE NORTH HEADWALL OF A 1.5-M X 0.9-M
 QN0390'BOX CULVERT UNDER THE HIGHWAY, 9.0 M (29.6 FT) NORTH OF THE CENTERLINE
 QN0390'OF THE HIGHWAY, 9.1 M (29.8 FT) WEST OF THE CENTER OF THE ROAD, 5.9 M
 QN0390'(19.4 FT) SOUTHWEST OF THE WEST END OF A 60-CM METAL PIPE CULVERT.
 QN0390'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 QN0390
 QN0390                          STATION RECOVERY (2004)
 QN0390
 QN0390'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0390'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0362 ***********************************************************************
 QN0362  DESIGNATION -  H 149
 QN0362  PID         -  QN0362
 QN0362  STATE/COUNTY-  WI/BARRON
 QN0362  USGS QUAD   -  RICE LAKE SOUTH (1978)
 QN0362
 QN0362                         *CURRENT SURVEY CONTROL
 QN0362  ___________________________________________________________________
 QN0362* NAD 83(1986)-  45 24 30.     (N)    091 43 37.     (W)     SCALED    
 QN0362* NAVD 88     -       337.336  (meters)    1106.74   (feet)  ADJUSTED  
 QN0362  ___________________________________________________________________
 QN0362  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 QN0362  DYNAMIC HT  -         337.312 (meters)    1106.66  (feet)  COMP
 QN0362  MODELED GRAV-     980,536.8   (mgal)                       NAVD 88
 QN0362
 QN0362  VERT ORDER  -  FIRST     CLASS II
 QN0362
 QN0362.The horizontal coordinates were scaled from a topographic map and have
 QN0362.an estimated accuracy of +/- 6 seconds.
 QN0362
 QN0362.The orthometric height was determined by differential leveling
 QN0362.and adjusted by the National Geodetic Survey in June 1991..
 QN0362
 QN0362.The geoid height was determined by GEOID03.
 QN0362
 QN0362.The dynamic height is computed by dividing the NAVD 88
 QN0362.geopotential number by the normal gravity value computed on the
 QN0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0362.degrees latitude (g = 980.6199 gals.).
 QN0362
 QN0362.The modeled gravity was interpolated from observed gravity values.
 QN0362
 QN0362;                    North         East    Units  Estimated Accuracy
 QN0362;SPC WI C     -   176,460.      464,820.      MT  (+/- 180 meters Scaled)
 QN0362
 QN0362                          SUPERSEDED SURVEY CONTROL
 QN0362
 QN0362.No superseded survey control is available for this station.
 QN0362
 QN0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL996291(NAD 83)
 QN0362_MARKER: I = METAL ROD
 QN0362_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0362_SP_SET: STAINLESS STEEL ROD
 QN0362_STAMPING: H 149 1980
 QN0362_PROJECTION: FLUSH
 QN0362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0362_ROD/PIPE-DEPTH: 7.3  meters
 QN0362
 QN0362  HISTORY     - Date     Condition        Report By
 QN0362  HISTORY     - 1980     MONUMENTED       NGS
 QN0362  HISTORY     - 20040909 MARK NOT FOUND   WIDT
 QN0362
 QN0362                          STATION DESCRIPTION
 QN0362
 QN0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QN0362'1.6 KM EAST FROM CAMERON.
 QN0362'1.6 KM (1.0 MI) EAST ALONG U.S. HIGHWAY 8 FROM THE POST OFFICE IN
 QN0362'CAMERON, AT THE JUNCTION OF A DIRT ROAD LEADING SOUTH, 15.0 M
 QN0362'(49.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 26.7 M (88.0 FT)
 QN0362'SOUTH OF THE SOUTH RAIL OF THE SOO LINE RAILROAD, 25.2 M (83.0 FT)
 QN0362'SOUTH-SOUTHEAST OF A RAILROAD SIGNAL LIGHT BOX, 0.9 M (3.0 FT) WEST OF
 QN0362'A POWERLINE POLE, 13.3 M (44.0 FT) SOUTH-SOUTHWEST OF A 60-CM PIN OAK
 QN0362'TREE, 16.4 M (54.0 FT) WEST OF THE EXTENDED CENTERLINE OF THE DIRT
 QN0362'ROAD.
 QN0362'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 QN0362'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 QN0362
 QN0362                          STATION RECOVERY (2004)
 QN0362
 QN0362'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0362'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0012 ***********************************************************************
 RM0012  DESIGNATION -  H 15
 RM0012  PID         -  RM0012
 RM0012  STATE/COUNTY-  WI/IRON
 RM0012  USGS QUAD   -  LITTLE GIRLS POINT (1980)
 RM0012
 RM0012                         *CURRENT SURVEY CONTROL
 RM0012  ___________________________________________________________________
 RM0012* NAD 83(1986)-  46 30 05.     (N)    090 20 05.     (W)     SCALED    
 RM0012* NAVD 88     -       342.407  (meters)    1123.38   (feet)  ADJUSTED  
 RM0012  ___________________________________________________________________
 RM0012  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 RM0012  DYNAMIC HT  -         342.433 (meters)    1123.47  (feet)  COMP
 RM0012  MODELED GRAV-     980,680.6   (mgal)                       NAVD 88
 RM0012
 RM0012  VERT ORDER  -  FIRST     CLASS II
 RM0012
 RM0012.The horizontal coordinates were scaled from a topographic map and have
 RM0012.an estimated accuracy of +/- 6 seconds.
 RM0012
 RM0012.The orthometric height was determined by differential leveling
 RM0012.and adjusted by the National Geodetic Survey in June 1991..
 RM0012
 RM0012.The geoid height was determined by GEOID03.
 RM0012
 RM0012.The dynamic height is computed by dividing the NAVD 88
 RM0012.geopotential number by the normal gravity value computed on the
 RM0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0012.degrees latitude (g = 980.6199 gals.).
 RM0012
 RM0012.The modeled gravity was interpolated from observed gravity values.
 RM0012
 RM0012;                    North         East    Units  Estimated Accuracy
 RM0012;SPC WI N     -   148,400.      574,310.      MT  (+/- 180 meters Scaled)
 RM0012
 RM0012                          SUPERSEDED SURVEY CONTROL
 RM0012
 RM0012  NGVD 29 (??/??/92)  342.434  (m)         1123.47   (f) ADJ UNCH    1 2
 RM0012
 RM0012.Superseded values are not recommended for survey control.
 RM0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0012.See file dsdata.txt to determine how the superseded data were derived.
 RM0012
 RM0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM045532(NAD 83)
 RM0012_MARKER: DB = BENCH MARK DISK
 RM0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0012_STAMPING: H 15 1934
 RM0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0012+STABILITY: SURFACE MOTION
 RM0012_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0012+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2005
 RM0012
 RM0012  HISTORY     - Date     Condition        Report By
 RM0012  HISTORY     - 1934     MONUMENTED       CGS
 RM0012  HISTORY     - 1982     MARK NOT FOUND   NGS
 RM0012  HISTORY     - 20050830 GOOD             WIDT
 RM0012
 RM0012                          STATION DESCRIPTION
 RM0012
 RM0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RM0012'4.1 MI E FROM SAXON.
 RM0012'4.1 MILES EAST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RM0012'RAILROAD FROM SAXON, IRON COUNTY, 4 RAILS EAST OF MILEPOST
 RM0012'308, 36 FEET SOUTH OF THE TRACK, 8 FEET NORTH OF A WIRE GATE,
 RM0012'AND 2 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 RM0012'STAMPED H 15 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RM0012
 RM0012                          STATION RECOVERY (1982)
 RM0012
 RM0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RM0012'NOT RECOVERED.  INACCESSIBLE THIS SURVEY, OFF LEVEL LINE.
 RM0012
 RM0012                          STATION RECOVERY (2005)
 RM0012
 RM0012'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RM0012'RECOVERED IN GOOD CONDITION.  -ADD-THE STATION IS 0.6 M NORTH OF A
 RM0012'TRIPLE WHITE BIRCH CLUSTER, 0.2 M NORTH OF AN ORANGE FIBERGLASS
 RM0012'WITNESS POST, AND PROTRUDES 43 CM ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0407 ***********************************************************************
 RM0407  DESIGNATION -  H 150
 RM0407  PID         -  RM0407
 RM0407  STATE/COUNTY-  WI/DOUGLAS
 RM0407  USGS QUAD   -  GORDON (1982)
 RM0407
 RM0407                         *CURRENT SURVEY CONTROL
 RM0407  ___________________________________________________________________
 RM0407* NAD 83(1986)-  46 12 48.     (N)    091 47 59.     (W)     SCALED    
 RM0407* NAVD 88     -       326.660  (meters)    1071.72   (feet)  ADJUSTED  
 RM0407  ___________________________________________________________________
 RM0407  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 RM0407  DYNAMIC HT  -         326.693 (meters)    1071.83  (feet)  COMP
 RM0407  MODELED GRAV-     980,705.6   (mgal)                       NAVD 88
 RM0407
 RM0407  VERT ORDER  -  FIRST     CLASS II
 RM0407
 RM0407.The horizontal coordinates were scaled from a topographic map and have
 RM0407.an estimated accuracy of +/- 6 seconds.
 RM0407
 RM0407.The orthometric height was determined by differential leveling
 RM0407.and adjusted by the National Geodetic Survey in June 1991..
 RM0407
 RM0407.The geoid height was determined by GEOID03.
 RM0407
 RM0407.The dynamic height is computed by dividing the NAVD 88
 RM0407.geopotential number by the normal gravity value computed on the
 RM0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0407.degrees latitude (g = 980.6199 gals.).
 RM0407
 RM0407.The modeled gravity was interpolated from observed gravity values.
 RM0407
 RM0407;                    North         East    Units  Estimated Accuracy
 RM0407;SPC WI N     -   117,910.      461,140.      MT  (+/- 180 meters Scaled)
 RM0407
 RM0407                          SUPERSEDED SURVEY CONTROL
 RM0407
 RM0407.No superseded survey control is available for this station.
 RM0407
 RM0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM925184(NAD 83)
 RM0407_MARKER: DB = BENCH MARK DISK
 RM0407_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0407_SP_SET: STAINLESS STEEL ROD
 RM0407_STAMPING: H 150 1979
 RM0407_PROJECTION: FLUSH
 RM0407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0407_ROD/PIPE-DEPTH: 12.2 meters
 RM0407
 RM0407  HISTORY     - Date     Condition        Report By
 RM0407  HISTORY     - 1979     MONUMENTED       NGS
 RM0407  HISTORY     - 1987     GOOD             USPSQD
 RM0407  HISTORY     - 20041201 MARK NOT FOUND   WIDT
 RM0407  HISTORY     - 20041201 MARK NOT FOUND   WIDT
 RM0407
 RM0407                          STATION DESCRIPTION
 RM0407
 RM0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RM0407'2.45 MI SOUTH FROM GORDON.
 RM0407'2.45 MILES SOUTH ALONG U.S. HIGHWAY 53 FROM THE JUNCTION OF COUNTY
 RM0407'ROAD Y IN GORDON, 2.6 MILES NORTH ALONG U.S. HIGHWAY 53 FROM THE
 RM0407'JUNCTION OF COUNTY ROAD T IN WASCOTT, AT A POWERLINE CROSSING SOUTH OF
 RM0407'A POND, 69.6 FT. EAST OF THE CENTERLINE OF THE HIGHWAY, 3.2 FT. SOUTH
 RM0407'OF A POWERLINE POLE.  DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH
 RM0407'IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 RM0407'THE MARK IS 1 FT  N FROM A WITNESS POST.
 RM0407'THE MARK IS 3 FT ABOVE THE HIGHWAY.
 RM0407
 RM0407                          STATION RECOVERY (1987)
 RM0407
 RM0407'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBL)
 RM0407'RECOVERED IN GOOD CONDITION.
 RM0407
 RM0407                          STATION RECOVERY (2004)
 RM0407
 RM0407'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 RM0407'MARK NOT FOUND.
 RM0407
 RM0407                          STATION RECOVERY (2004)
 RM0407
 RM0407'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 RM0407'HIGHWAY REDONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0439 ***********************************************************************
 RM0439  DESIGNATION -  H 151
 RM0439  PID         -  RM0439
 RM0439  STATE/COUNTY-  WI/DOUGLAS
 RM0439  USGS QUAD   -  SOUTH RANGE (1975)
 RM0439
 RM0439                         *CURRENT SURVEY CONTROL
 RM0439  ___________________________________________________________________
 RM0439* NAD 83(1986)-  46 30 16.     (N)    091 55 00.     (W)     SCALED    
 RM0439* NAVD 88     -       357.511  (meters)    1172.93   (feet)  ADJUSTED  
 RM0439  ___________________________________________________________________
 RM0439  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 RM0439  DYNAMIC HT  -         357.553 (meters)    1173.07  (feet)  COMP
 RM0439  MODELED GRAV-     980,720.7   (mgal)                       NAVD 88
 RM0439
 RM0439  VERT ORDER  -  FIRST     CLASS II
 RM0439
 RM0439.The horizontal coordinates were scaled from a topographic map and have
 RM0439.an estimated accuracy of +/- 6 seconds.
 RM0439
 RM0439.The orthometric height was determined by differential leveling
 RM0439.and adjusted by the National Geodetic Survey in June 1991..
 RM0439
 RM0439.The geoid height was determined by GEOID03.
 RM0439
 RM0439.The dynamic height is computed by dividing the NAVD 88
 RM0439.geopotential number by the normal gravity value computed on the
 RM0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0439.degrees latitude (g = 980.6199 gals.).
 RM0439
 RM0439.The modeled gravity was interpolated from observed gravity values.
 RM0439
 RM0439;                    North         East    Units  Estimated Accuracy
 RM0439;SPC WI N     -   150,460.      452,900.      MT  (+/- 180 meters Scaled)
 RM0439
 RM0439                          SUPERSEDED SURVEY CONTROL
 RM0439
 RM0439.No superseded survey control is available for this station.
 RM0439
 RM0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM831506(NAD 83)
 RM0439_MARKER: DB = BENCH MARK DISK
 RM0439_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0439_SP_SET: STAINLESS STEEL ROD
 RM0439_STAMPING: H 151 1979
 RM0439_PROJECTION: FLUSH
 RM0439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0439_ROD/PIPE-DEPTH: 9.14 meters
 RM0439
 RM0439  HISTORY     - Date     Condition        Report By
 RM0439  HISTORY     - 1979     MONUMENTED       NGS
 RM0439
 RM0439                          STATION DESCRIPTION
 RM0439
 RM0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RM0439'2.8 MI WEST FROM HAWTHORNE.
 RM0439'2.8 MILES WEST ALONG COUNTY ROAD B FROM THE CHICAGO AND NORTHWESTERN
 RM0439'RAILROAD CROSSING IN HAWTHORNE, AT A POWERLINE POLE NEAR THE SOUTHEAST
 RM0439'CORNER OF A ONE STORY HOUSE, 315 FT. NORTH OF THE CENTERLINE OF THE
 RM0439'ROAD, 46.3 FT. SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE,
 RM0439'10.5 FT. WEST OF THE CENTERLINE OF A DRIVE, 2.1 FT. NORTH OF THE
 RM0439'POWERLINE POLE.  DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD
 RM0439'THROUGH A 4-INCH PLASTIC SCREW PLUG.
 RM0439'THE MARK IS 3 FT  N FROM A WITNESS POST.
 RM0439'THE MARK IS ABOVE LEVEL WITH THE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RN1066 ***********************************************************************
 RN1066  DESIGNATION -  H 152
 RN1066  PID         -  RN1066
 RN1066  STATE/COUNTY-  WI/DOUGLAS
 RN1066  USGS QUAD   -  SUPERIOR (1994)
 RN1066
 RN1066                         *CURRENT SURVEY CONTROL
 RN1066  ___________________________________________________________________
 RN1066* NAD 83(1986)-  46 44 19.     (N)    092 06 36.     (W)     SCALED    
 RN1066* NAVD 88     -       187.412  (meters)     614.87   (feet)  ADJUSTED  
 RN1066  ___________________________________________________________________
 RN1066  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 RN1066  DYNAMIC HT  -         187.437 (meters)     614.95  (feet)  COMP
 RN1066  MODELED GRAV-     980,743.5   (mgal)                       NAVD 88
 RN1066
 RN1066  VERT ORDER  -  FIRST     CLASS II
 RN1066
 RN1066.The horizontal coordinates were scaled from a topographic map and have
 RN1066.an estimated accuracy of +/- 6 seconds.
 RN1066
 RN1066.The orthometric height was determined by differential leveling
 RN1066.and adjusted by the National Geodetic Survey in June 1991..
 RN1066
 RN1066.The geoid height was determined by GEOID03.
 RN1066
 RN1066.The dynamic height is computed by dividing the NAVD 88
 RN1066.geopotential number by the normal gravity value computed on the
 RN1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN1066.degrees latitude (g = 980.6199 gals.).
 RN1066
 RN1066.The modeled gravity was interpolated from observed gravity values.
 RN1066
 RN1066;                    North         East    Units  Estimated Accuracy
 RN1066;SPC WI N     -   176,860.      438,760.      MT  (+/- 180 meters Scaled)
 RN1066
 RN1066                          SUPERSEDED SURVEY CONTROL
 RN1066
 RN1066.No superseded survey control is available for this station.
 RN1066
 RN1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM679765(NAD 83)
 RN1066_MARKER: DB = BENCH MARK DISK
 RN1066_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 RN1066_SP_SET: GRAIN ELEVATOR
 RN1066_STAMPING: H 152 1979
 RN1066_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RN1066+STABILITY: POSITION/ELEVATION WELL
 RN1066
 RN1066  HISTORY     - Date     Condition        Report By
 RN1066  HISTORY     - 1979     MONUMENTED       NGS
 RN1066
 RN1066                          STATION DESCRIPTION
 RN1066
 RN1066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RN1066'IN SUPERIOR.
 RN1066'IN SUPERIOR, AT THE SOUTH END OF THE BURLINGTON NORTHERN RAILROAD
 RN1066'BRIDGE OVER THE ST. LOUIS BAY, AT THE SOUTHERNMOST ONE OF FIVE
 RN1066'STORAGE ELEVATORS, SET VERTICALLY IN THE NORTH
 RN1066'FACE OF THE ELEVATOR, 100 FT. SOUTH OF THE SOUTH EDGE OF THE DOCK
 RN1066'INLET, 20.0 FT. WEST OF THE WEST RAIL, 3.0 FT. EAST OF THE EAST EDGE
 RN1066'OF A STEEL DOOR IN THE NORTH FACE OF THE BUILDING, 0.7 FT. WEST OF THE
 RN1066'NORTHEAST CORNER OF THE ELEVATOR.
 RN1066'THE MARK IS 4 FT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO1384 ***********************************************************************
 QO1384  DESIGNATION -  H 153
 QO1384  PID         -  QO1384
 QO1384  STATE/COUNTY-  WI/ST CROIX
 QO1384  USGS QUAD   -  FOREST (1975)
 QO1384
 QO1384                         *CURRENT SURVEY CONTROL
 QO1384  ___________________________________________________________________
 QO1384* NAD 83(1986)-  45 08 04.     (N)    092 16 59.     (W)     SCALED    
 QO1384* NAVD 88     -       349.454  (meters)    1146.50   (feet)  ADJUSTED  
 QO1384  ___________________________________________________________________
 QO1384  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 QO1384  DYNAMIC HT  -         349.405 (meters)    1146.34  (feet)  COMP
 QO1384  MODELED GRAV-     980,468.2   (mgal)                       NAVD 88
 QO1384
 QO1384  VERT ORDER  -  FIRST     CLASS II
 QO1384
 QO1384.The horizontal coordinates were scaled from a topographic map and have
 QO1384.an estimated accuracy of +/- 6 seconds.
 QO1384
 QO1384.The orthometric height was determined by differential leveling
 QO1384.and adjusted by the National Geodetic Survey in June 1991..
 QO1384
 QO1384.The geoid height was determined by GEOID03.
 QO1384
 QO1384.The dynamic height is computed by dividing the NAVD 88
 QO1384.geopotential number by the normal gravity value computed on the
 QO1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1384.degrees latitude (g = 980.6199 gals.).
 QO1384
 QO1384.The modeled gravity was interpolated from observed gravity values.
 QO1384
 QO1384;                    North         East    Units  Estimated Accuracy
 QO1384;SPC WI C     -   147,100.      420,440.      MT  (+/- 180 meters Scaled)
 QO1384
 QO1384                          SUPERSEDED SURVEY CONTROL
 QO1384
 QO1384.No superseded survey control is available for this station.
 QO1384
 QO1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK563981(NAD 83)
 QO1384_MARKER: I = METAL ROD
 QO1384_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QO1384_SP_SET: STAINLESS STEEL ROD
 QO1384_STAMPING: H 153 1980
 QO1384_PROJECTION: FLUSH
 QO1384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1384+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2005
 QO1384_ROD/PIPE-DEPTH: 8.8  meters
 QO1384
 QO1384  HISTORY     - Date     Condition        Report By
 QO1384  HISTORY     - 1980     MONUMENTED       NGS
 QO1384  HISTORY     - 20051125 GOOD             USPSQD
 QO1384
 QO1384                          STATION DESCRIPTION
 QO1384
 QO1384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QO1384'14.3 KM SOUTH FROM CLEAR LAKE.
 QO1384'14.3 KM (8.85 MI) SOUTH ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 QO1384'COUNTY ROAD JJ IN CLEAR LAKE, AT THE JUNCTION OF STATE HIGHWAY 64,
 QO1384'17.6 M (58.0 FT) SOUTH OF THE CENTERLINE OF HIGHWAY 64, 57.6 M
 QO1384'(190 FT) EAST OF THE CENTER OF A GRAVEL ROAD LEADING SOUTH (THE
 QO1384'EXTENDED CENTERLINE OF U.S. HIGHWAY 63 NORTH), 60.9 M (201 FT)
 QO1384'SOUTHEAST OF THE CENTER OF THE HIGHWAY JUNCTION, 0.3 M (1.0 FT) NORTH
 QO1384'OF A FENCE, 8.5 M (28.0 FT) WEST OF A POWERLINE POLE, 12.4 M (41.0 FT)
 QO1384'SOUTHEAST OF A CONNORSVILLE HIGHWAY SIGN.
 QO1384'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 QO1384'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 QO1384
 QO1384                          STATION RECOVERY (2005)
 QO1384
 QO1384'RECOVERY NOTE BY US POWER SQUADRON 2005 (DRB)
 QO1384'RECOVERED IN GOOD CONDITION.  NOTE-- THE GRAVEL ROAD LEADING SOUTH IS
 QO1384'260TH STREET AND THE STATION IS 0.3 M EAST (NOT WEST) OF A WHITE METAL
 QO1384'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO1354 ***********************************************************************
 QO1354  DESIGNATION -  H 154
 QO1354  PID         -  QO1354
 QO1354  STATE/COUNTY-  WI/ST CROIX
 QO1354  USGS QUAD   -  NEW RICHMOND SOUTH (1974)
 QO1354
 QO1354                         *CURRENT SURVEY CONTROL
 QO1354  ___________________________________________________________________
 QO1354* NAD 83(1986)-  45 02 07.     (N)    092 36 25.     (W)     SCALED    
 QO1354* NAVD 88     -       293.068  (meters)     961.51   (feet)  ADJUSTED  
 QO1354  ___________________________________________________________________
 QO1354  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 QO1354  DYNAMIC HT  -         293.038 (meters)     961.41  (feet)  COMP
 QO1354  MODELED GRAV-     980,504.2   (mgal)                       NAVD 88
 QO1354
 QO1354  VERT ORDER  -  FIRST     CLASS II
 QO1354
 QO1354.The horizontal coordinates were scaled from a topographic map and have
 QO1354.an estimated accuracy of +/- 6 seconds.
 QO1354
 QO1354.The orthometric height was determined by differential leveling
 QO1354.and adjusted by the National Geodetic Survey in June 1991..
 QO1354
 QO1354.The geoid height was determined by GEOID03.
 QO1354
 QO1354.The dynamic height is computed by dividing the NAVD 88
 QO1354.geopotential number by the normal gravity value computed on the
 QO1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1354.degrees latitude (g = 980.6199 gals.).
 QO1354
 QO1354.The modeled gravity was interpolated from observed gravity values.
 QO1354
 QO1354;                    North         East    Units  Estimated Accuracy
 QO1354;SPC WI C     -   136,860.      394,620.      MT  (+/- 180 meters Scaled)
 QO1354
 QO1354                          SUPERSEDED SURVEY CONTROL
 QO1354
 QO1354.No superseded survey control is available for this station.
 QO1354
 QO1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK309869(NAD 83)
 QO1354_MARKER: I = METAL ROD
 QO1354_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QO1354_SP_SET: STAINLESS STEEL ROD
 QO1354_STAMPING: HH 153 1980
 QO1354_PROJECTION: FLUSH
 QO1354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1354+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2003
 QO1354_ROD/PIPE-DEPTH: 10.9 meters
 QO1354
 QO1354  HISTORY     - Date     Condition        Report By
 QO1354  HISTORY     - 1980     MONUMENTED       NGS
 QO1354  HISTORY     - 20031116 GOOD             USPSQD
 QO1354
 QO1354                          STATION DESCRIPTION
 QO1354
 QO1354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QO1354'15.5 KM SW FROM NEW RICHMOND.
 QO1354'9.9 KM (6.15 MI) SOUTH ALONG STATE HIGHWAY 65 FROM THE SOUTH EDGE OF
 QO1354'THE HIGHWAY BRIDGE OVER THE WILLOW RIVER IN NEW RICHMOND, THENCE
 QO1354'5.6 KM (3.45 MI) WEST ALONG COUNTY ROAD E, ALSO 3.0 KM (1.85 MI)
 QO1354'NORTHEAST ALONG COUNTY ROAD A FROM THE JUNCTION OF SCOTT ROAD IN
 QO1354'BURKHARDT, THENCE 3.0 KM (1.85 MI) EAST ALONG COUNTY ROAD E, IN LINE
 QO1354'WITH OVERHEAD HIGH VOLTAGE POWERLINES, 12.4 M (41.0 FT) SOUTH OF THE
 QO1354'CENTERLINE OF THE ROAD, 2.4 M (8.0 FT) SOUTH OF A POWERLINE POLE,
 QO1354'17.0 M (56.0 FT) EAST-NORTHEAST OF THE NORTHEAST LEG OF A STEEL HIGH
 QO1354'VOLTAGE TOWER, 0.3 M (1.0 FT) NORTH OF A FENCE.  NOTE-DATUM POINT IS
 QO1354'STAMPED H 154, THE LOGO CAP IS STAMPED HH 153 1980.
 QO1354'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 QO1354'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 QO1354
 QO1354                          STATION RECOVERY (2003)
 QO1354
 QO1354'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 QO1354'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 200 FEET WEST
 QO1354'OF A --NO PASSING ZONE-- SIGN POST AND HIGH VOLTAGE POWERLINE POLE
 QO1354'NUMBER --1072--, 56 FEET EAST OF THE EXTENDED CENTERLINE OF A FIELD
 QO1354'ROAD TO THE NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RN1806 ***********************************************************************
 RN1806  DESIGNATION -  H 155 RESET
 RN1806  PID         -  RN1806
 RN1806  STATE/COUNTY-  WI/DOUGLAS
 RN1806  USGS QUAD   -  SUPERIOR (1994)
 RN1806
 RN1806                         *CURRENT SURVEY CONTROL
 RN1806  ___________________________________________________________________
 RN1806* NAD 83(1986)-  46 41 24.     (N)    092 04 06.     (W)     SCALED    
 RN1806* NAVD 88     -       199.20   (meters)     653.5    (feet)  RESET     
 RN1806  ___________________________________________________________________
 RN1806  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 RN1806
 RN1806  VERT ORDER  -  THIRD
 RN1806
 RN1806.The horizontal coordinates were scaled from a topographic map and have
 RN1806.an estimated accuracy of +/- 6 seconds.
 RN1806
 RN1806.The orthometric height was computed from unverified reset data.
 RN1806.No vertical observational check was made to the station.
 RN1806
 RN1806.The geoid height was determined by GEOID03.
 RN1806
 RN1806;                    North         East    Units  Estimated Accuracy
 RN1806;SPC WI N     -   171,380.      441,800.      MT  (+/- 180 meters Scaled)
 RN1806
 RN1806                          SUPERSEDED SURVEY CONTROL
 RN1806
 RN1806.No superseded survey control is available for this station.
 RN1806
 RN1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM712711(NAD 83)
 RN1806_MARKER: DV = VERTICAL CONTROL DISK
 RN1806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN1806_SP_SET: CONCRETE POST
 RN1806_STAMPING: H 155 RESET 1983
 RN1806_MARK LOGO: NGS   
 RN1806_MAGNETIC: N = NO MAGNETIC MATERIAL
 RN1806_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN1806
 RN1806  HISTORY     - Date     Condition        Report By
 RN1806  HISTORY     - 1983     MONUMENTED       NGS
 RN1806  HISTORY     - 20031025 MARK NOT FOUND   USPSQD
 RN1806
 RN1806                          STATION DESCRIPTION
 RN1806
 RN1806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RN1806'2.5 MILES (4.0 KM) SOUTH ALONG HILL AVENUE FROM THE JUNCTION OF
 RN1806'BELKNAP STREET IN SUPERIOR, THENCE 0.55 MILE (0.89 KM) NORTHEAST
 RN1806'ALONG STINSON AVENUE TO THE ENTRANCE TO TRUCK SCALES AND THE
 RN1806'MARKETING BUILDING FOR MURPHY OIL CORPORATION, 247.0 FEET (75.3 M)
 RN1806'SOUTHEAST FROM THE CENTER OF STINSON AVENUE, 85.0 FEET (25.9 M) SOUTH
 RN1806'FROM THE SOUTH CORNER OF THE MARKETING OFFICE BUILDING, 41.0 FEET
 RN1806'(12.5 M) EAST FROM A UTILITY POLE, 3.8 FEET (1.2 M) NORTHWEST OF
 RN1806'WITNESS POST, AND ON PROPERTY OF THE MURPHY OIL CORPORATION, IN TOP
 RN1806'OF A CONCRETE POST FLUSH WITH THE GROUND.
 RN1806
 RN1806                          STATION RECOVERY (2003)
 RN1806
 RN1806'RECOVERY NOTE BY US POWER SQUADRON 2003 (TN)
 RN1806'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0175 ***********************************************************************
 RM0175  DESIGNATION -  H 17
 RM0175  PID         -  RM0175
 RM0175  STATE/COUNTY-  WI/ASHLAND
 RM0175  USGS QUAD   -  MARENGO (1984)
 RM0175
 RM0175                         *CURRENT SURVEY CONTROL
 RM0175  ___________________________________________________________________
 RM0175* NAD 83(1986)-  46 24 25.     (N)    090 47 50.     (W)     SCALED    
 RM0175* NAVD 88     -       247.107  (meters)     810.72   (feet)  ADJUSTED  
 RM0175  ___________________________________________________________________
 RM0175  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 RM0175  DYNAMIC HT  -         247.113 (meters)     810.74  (feet)  COMP
 RM0175  MODELED GRAV-     980,632.1   (mgal)                       NAVD 88
 RM0175
 RM0175  VERT ORDER  -  SECOND    CLASS 0
 RM0175
 RM0175.The horizontal coordinates were scaled from a topographic map and have
 RM0175.an estimated accuracy of +/- 6 seconds.
 RM0175
 RM0175.The orthometric height was determined by differential leveling
 RM0175.and adjusted by the National Geodetic Survey in June 1991..
 RM0175
 RM0175.The geoid height was determined by GEOID03.
 RM0175
 RM0175.The dynamic height is computed by dividing the NAVD 88
 RM0175.geopotential number by the normal gravity value computed on the
 RM0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0175.degrees latitude (g = 980.6199 gals.).
 RM0175
 RM0175.The modeled gravity was interpolated from observed gravity values.
 RM0175
 RM0175;                    North         East    Units  Estimated Accuracy
 RM0175;SPC WI N     -   138,160.      538,700.      MT  (+/- 180 meters Scaled)
 RM0175
 RM0175                          SUPERSEDED SURVEY CONTROL
 RM0175
 RM0175  NGVD 29 (??/??/92)  247.121  (m)          810.76   (f) ADJ UNCH    2 0
 RM0175
 RM0175.Superseded values are not recommended for survey control.
 RM0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0175.See file dsdata.txt to determine how the superseded data were derived.
 RM0175
 RM0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM693416(NAD 83)
 RM0175_MARKER: DB = BENCH MARK DISK
 RM0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0175_STAMPING: H 17 1934
 RM0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0175+STABILITY: SURFACE MOTION
 RM0175
 RM0175  HISTORY     - Date     Condition        Report By
 RM0175  HISTORY     - 1934     MONUMENTED       CGS
 RM0175  HISTORY     - 1966     GOOD             NGS
 RM0175  HISTORY     - 20031003 MARK NOT FOUND   USPSQD
 RM0175  HISTORY     - 20041207 MARK NOT FOUND   WIDT
 RM0175
 RM0175                          STATION DESCRIPTION
 RM0175
 RM0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 RM0175'AT MINERSVILLE.
 RM0175'AT MINERSVILLE, NEAR 1/4 COR. BETWEEN SECS. 1 AND 6, T45N, R3 AND
 RM0175'4W, 126 FT E AND 45 FT S OF MINNEAPOLIS, ST. PAUL AND SAULT
 RM0175'STE. MARIE RWY AT CROSSING OF CO. HWY. C, 9.8 FT N, NW OF A
 RM0175'POWER POLE AND 2.0 FT W OF R.O.W. FENCE, IN A CONCRETE POST,
 RM0175'A STANDARD USC AND GS TABLET, STAMPED H 17 1934.
 RM0175
 RM0175                          STATION RECOVERY (2003)
 RM0175
 RM0175'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0175'MARK NOT FOUND.
 RM0175
 RM0175                          STATION RECOVERY (2004)
 RM0175
 RM0175'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 RM0175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0308 ***********************************************************************
 QL0308  DESIGNATION -  H 18
 QL0308  PID         -  QL0308
 QL0308  STATE/COUNTY-  WI/MARINETTE
 QL0308  USGS QUAD   -  WAUSAUKEE SOUTH (1982)
 QL0308
 QL0308                         *CURRENT SURVEY CONTROL
 QL0308  ___________________________________________________________________
 QL0308* NAD 83(1986)-  45 16 03.     (N)    087 59 37.     (W)     SCALED    
 QL0308* NAVD 88     -       224.451  (meters)     736.39   (feet)  ADJUSTED  
 QL0308  ___________________________________________________________________
 QL0308  GEOID HEIGHT-         -36.10  (meters)                     GEOID03
 QL0308  DYNAMIC HT  -         224.436 (meters)     736.34  (feet)  COMP
 QL0308  MODELED GRAV-     980,545.9   (mgal)                       NAVD 88
 QL0308
 QL0308  VERT ORDER  -  SECOND    CLASS 0
 QL0308
 QL0308.The horizontal coordinates were scaled from a topographic map and have
 QL0308.an estimated accuracy of +/- 6 seconds.
 QL0308
 QL0308.The orthometric height was determined by differential leveling
 QL0308.and adjusted by the National Geodetic Survey in June 1991..
 QL0308
 QL0308.The geoid height was determined by GEOID03.
 QL0308
 QL0308.The dynamic height is computed by dividing the NAVD 88
 QL0308.geopotential number by the normal gravity value computed on the
 QL0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0308.degrees latitude (g = 980.6199 gals.).
 QL0308
 QL0308.The modeled gravity was interpolated from observed gravity values.
 QL0308
 QL0308;                    North         East    Units  Estimated Accuracy
 QL0308;SPC WI C     -   161,310.      757,440.      MT  (+/- 180 meters Scaled)
 QL0308
 QL0308                          SUPERSEDED SURVEY CONTROL
 QL0308
 QL0308  NGVD 29 (??/??/92)  224.474  (m)          736.46   (f) ADJ UNCH    2 0
 QL0308
 QL0308.Superseded values are not recommended for survey control.
 QL0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0308.See file dsdata.txt to determine how the superseded data were derived.
 QL0308
 QL0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR220131(NAD 83)
 QL0308_MARKER: DB = BENCH MARK DISK
 QL0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0308_STAMPING: H 18 1934
 QL0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0308+STABILITY: SURFACE MOTION
 QL0308
 QL0308  HISTORY     - Date     Condition        Report By
 QL0308  HISTORY     - 1934     MONUMENTED       CGS
 QL0308  HISTORY     - 20011008 MARK NOT FOUND   USPSQD
 QL0308  HISTORY     - 20051128 MARK NOT FOUND   WIDT
 QL0308
 QL0308                          STATION DESCRIPTION
 QL0308
 QL0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QL0308'1.7 MI S FROM MIDDLE INLET.
 QL0308'1.7 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QL0308'PACIFIC RAILROAD FROM MIDDLE INLET, MARINETTE COUNTY, AT THE
 QL0308'SOUTH END OF A CUT, AT A ROAD CROSSING, 16 YARDS SOUTH OF THE
 QL0308'CENTERLINE OF THE ROAD, 14 YARDS WEST OF THE CENTERLINE OF THE
 QL0308'TRACK, AND ABOUT 1 YARD EAST OF A FENCE.  A STANDARD DISK,
 QL0308'STAMPED H 18 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QL0308
 QL0308                          STATION RECOVERY (2001)
 QL0308
 QL0308'RECOVERY NOTE BY US POWER SQUADRON 2001
 QL0308'MARK NOT FOUND.
 QL0308
 QL0308                          STATION RECOVERY (2005)
 QL0308
 QL0308'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QL0308'MARK NOT FOUND.  ADD THE PUBLISHED DISTANCES INTERSECT AT A POINT THAT
 QL0308'FALLS IN THE SIDE SLOPE OF THE OVERPASS THAT WAS BUILT OVER THE
 QL0308'RAILROAD TRACKS IN 1995 BY THE WISCONSIN DEPARTMENT OF TRANSPORTATION.
 QL0308' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0197 ***********************************************************************
 PM0197  DESIGNATION -  H 19
 PM0197  PID         -  PM0197
 PM0197  STATE/COUNTY-  WI/OCONTO
 PM0197  USGS QUAD   -  OCONTO WEST (1974)
 PM0197
 PM0197                         *CURRENT SURVEY CONTROL
 PM0197  ___________________________________________________________________
 PM0197* NAD 83(1986)-  44 53 07.     (N)    087 56 16.     (W)     SCALED    
 PM0197* NAVD 88     -       193.223  (meters)     633.93   (feet)  ADJUSTED  
 PM0197  ___________________________________________________________________
 PM0197  GEOID HEIGHT-         -36.44  (meters)                     GEOID03
 PM0197  DYNAMIC HT  -         193.205 (meters)     633.87  (feet)  COMP
 PM0197  MODELED GRAV-     980,518.0   (mgal)                       NAVD 88
 PM0197
 PM0197  VERT ORDER  -  SECOND    CLASS 0
 PM0197
 PM0197.The horizontal coordinates were scaled from a topographic map and have
 PM0197.an estimated accuracy of +/- 6 seconds.
 PM0197
 PM0197.The orthometric height was determined by differential leveling
 PM0197.and adjusted by the National Geodetic Survey in June 1991..
 PM0197
 PM0197.The geoid height was determined by GEOID03.
 PM0197
 PM0197.The dynamic height is computed by dividing the NAVD 88
 PM0197.geopotential number by the normal gravity value computed on the
 PM0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0197.degrees latitude (g = 980.6199 gals.).
 PM0197
 PM0197.The modeled gravity was interpolated from observed gravity values.
 PM0197
 PM0197;                    North         East    Units  Estimated Accuracy
 PM0197;SPC WI C     -   118,960.      762,900.      MT  (+/- 180 meters Scaled)
 PM0197
 PM0197                          SUPERSEDED SURVEY CONTROL
 PM0197
 PM0197  NGVD 29 (??/??/92)  193.263  (m)          634.06   (f) ADJ UNCH    2 0
 PM0197
 PM0197.Superseded values are not recommended for survey control.
 PM0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0197.See file dsdata.txt to determine how the superseded data were derived.
 PM0197
 PM0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ259706(NAD 83)
 PM0197_MARKER: DB = BENCH MARK DISK
 PM0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PM0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0197+STABILITY: SURFACE MOTION
 PM0197_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0197+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2005
 PM0197
 PM0197  HISTORY     - Date     Condition        Report By
 PM0197  HISTORY     - UNK      MONUMENTED       CGS
 PM0197  HISTORY     - 1934     GOOD             NGS
 PM0197  HISTORY     - 20051207 GOOD             WIDT
 PM0197
 PM0197                          STATION DESCRIPTION
 PM0197
 PM0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PM0197'3.1 MI W FROM OCONTO.
 PM0197'3.1 MILES W. OF OCONTO STATION, ALONG CHICAGO AND NORTH-WESTERN
 PM0197'RY., 1.9 MILES W. OF WISCONSIN HIGHWAY 22 CROSSING IN SMALL
 PM0197'CLEARING IN UNDERBRUSH.  MARK IS 15 YDS. N. OF CENTERLINE OF
 PM0197'TRACK, 12 YDS. W. OF FENCE CORNER AND 1 YD. S. OF FENCE.
 PM0197
 PM0197                          STATION RECOVERY (2005)
 PM0197
 PM0197'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0197'RECOVERED IN GOOD CONDITION. -ADD--TO REACH THE STATION FROM THE
 PM0197'JUNCTION OF US HIGHWAY 41 WITH STATE HIGHWAY 22 ON THE WEST SIDE OF
 PM0197'THE CITY OF OCONTO, GO WEST ON HIGHWAY 22 FOR 3.6 MILES TO CREAM CITY
 PM0197'ROAD, TURN LEFT AND GO SOUTH AND SOUTHEAST ON CREAM CITY ROAD FOR 0.6
 PM0197'MILES TO THE FORMER CHICAGO AND NORTHWESTERN RAILROAD GRADE WHICH IS
 PM0197'NOW A RECREACTIONAL TRAIL.
 PM0197'TURN LEFT AND GO EAST-NORTHEAST ON THE RECREATIONAL TRAIL FOR 0.85
 PM0197'MILES TO THE STATION ON THE LEFT, THE STATION IS 13.7 M NORTH OF THE
 PM0197'CENTERLINE OF THE RECREATIONAL TRAIL AND 0.3 M SOUTH OF A WHITE
 PM0197'PLASTIC WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0074 ***********************************************************************
 QM0074  DESIGNATION -  H 2
 QM0074  PID         -  QM0074
 QM0074  STATE/COUNTY-  WI/FOREST
 QM0074  USGS QUAD   -  WABENO (1972)
 QM0074
 QM0074                         *CURRENT SURVEY CONTROL
 QM0074  ___________________________________________________________________
 QM0074* NAD 83(1986)-  45 26 19.     (N)    088 39 37.     (W)     SCALED    
 QM0074* NAVD 88     -       469.210  (meters)    1539.40   (feet)  ADJUSTED  
 QM0074  ___________________________________________________________________
 QM0074  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 QM0074  DYNAMIC HT  -         469.159 (meters)    1539.23  (feet)  COMP
 QM0074  MODELED GRAV-     980,494.6   (mgal)                       NAVD 88
 QM0074
 QM0074  VERT ORDER  -  FIRST     CLASS II
 QM0074
 QM0074.The horizontal coordinates were scaled from a topographic map and have
 QM0074.an estimated accuracy of +/- 6 seconds.
 QM0074
 QM0074.The orthometric height was determined by differential leveling
 QM0074.and adjusted by the National Geodetic Survey in June 1991..
 QM0074
 QM0074.The geoid height was determined by GEOID03.
 QM0074
 QM0074.The dynamic height is computed by dividing the NAVD 88
 QM0074.geopotential number by the normal gravity value computed on the
 QM0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0074.degrees latitude (g = 980.6199 gals.).
 QM0074
 QM0074.The modeled gravity was interpolated from observed gravity values.
 QM0074
 QM0074;                    North         East    Units  Estimated Accuracy
 QM0074;SPC WI N     -    31,110.      704,820.      MT  (+/- 180 meters Scaled)
 QM0074
 QM0074                          SUPERSEDED SURVEY CONTROL
 QM0074
 QM0074  NGVD 29 (??/??/92)  469.195  (m)         1539.35   (f) ADJ UNCH    1 2
 QM0074
 QM0074.Superseded values are not recommended for survey control.
 QM0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0074.See file dsdata.txt to determine how the superseded data were derived.
 QM0074
 QM0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR701330(NAD 83)
 QM0074_MARKER: DB = BENCH MARK DISK
 QM0074_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QM0074_SP_SET: FOUNDATION
 QM0074_STAMPING: H 2 1922 ELEV. 1539.351 FT.
 QM0074_MARK LOGO: CGS   
 QM0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0074+STABILITY: SURFACE MOTION
 QM0074_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0074+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2005
 QM0074
 QM0074  HISTORY     - Date     Condition        Report By
 QM0074  HISTORY     - UNK      MONUMENTED       CGS
 QM0074  HISTORY     - 1922     GOOD             NGS
 QM0074  HISTORY     - 1934     GOOD             NGS
 QM0074  HISTORY     - 1985     GOOD             NGS
 QM0074  HISTORY     - 20021210 GOOD             USPSQD
 QM0074  HISTORY     - 20040325 GOOD             USPSQD
 QM0074  HISTORY     - 20051116 GOOD             WIDT
 QM0074
 QM0074                          STATION DESCRIPTION
 QM0074
 QM0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1922
 QM0074'IN WABENO.
 QM0074'ON THE NORTHWEST CORNER OF THE STATE BANK OF WABENO, 8 IN FROM
 QM0074'THE NORTH SIDE OF THE BUILDING, AND 15 IN ABOVE THE GROUND.  THE
 QM0074'BENCH MARK IS A STANDARD BRASS DISC, AND IS IMBEDDED IN THE
 QM0074'SANDSTONE FOUNDATION COURSE OF THE BUILDING.  THE BANK BUILDING
 QM0074'WAS BUILT IN 1922, IS ON THE MAIN STREET OF WABENO, AND FACES
 QM0074'NORTH.
 QM0074
 QM0074                          STATION RECOVERY (1934)
 QM0074
 QM0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QM0074'RECOVERED IN GOOD CONDITION.
 QM0074
 QM0074                          STATION RECOVERY (1985)
 QM0074
 QM0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0074'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN WABENO,
 QM0074'AT THE INTERSECTION OF NORTH BRANCH STREET AND OCONTO AVENUE, SET
 QM0074'VERTICALLY IN THE WEST FACE OF THE NORTHWEST CORNER OF THE FOUNDATION
 QM0074'WALL OF THE STATE BANK OF THE WABENO BUILDING, 19.2 M (63.0 FT) WEST
 QM0074'OF THE CENTER OF THE AVENUE, 11.3 M (37.1 FT) SOUTH OF THE CENTERLINE
 QM0074'OF THE STREET, 4.9 M (16.1 FT) WEST OF THE CENTER OF THE ENTRANCE, AND
 QM0074'0.3 M (1.0 FT) SOUTH OF THE NORTHWEST CORNER OF THE BUILDING.
 QM0074'THE MARK IS 0.2 M ABOVE THE SIDEWALK.
 QM0074
 QM0074                          STATION RECOVERY (2002)
 QM0074
 QM0074'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 QM0074'RECOVERED IN GOOD CONDITION.
 QM0074
 QM0074                          STATION RECOVERY (2004)
 QM0074
 QM0074'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0074'RECOVERED IN GOOD CONDITION.
 QM0074
 QM0074                          STATION RECOVERY (2005)
 QM0074
 QM0074'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0074'RECOVERED IN GOOD CONDITION.   ADD THE STATION IS 19.2 M WEST OF THE
 QM0074'CENTERLINE OF OCONTO AVENUE, 11.3 M SOUTH OF THE CENTERLINE OF NORTH
 QM0074'BRANCH STREET (A.K.A. STATE HIGHWAY 32).
 QM0074' NOTE THERE IS AN IRON GATE BETWEEN THE BUILDINGS ON NORTH BRANCH
 QM0074'STREET, ACCESS THE STATION FROM THE REAR OF THE BANK PROPERTY AS THERE
 QM0074'IS NO GATE ACROSS THE BACK.  NOTE2 THE BANK IS NOW NAMED --TIMBERWOOD
 QM0074'BANK .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0181 ***********************************************************************
 PM0181  DESIGNATION -  H 20
 PM0181  PID         -  PM0181
 PM0181  STATE/COUNTY-  WI/KEWAUNEE
 PM0181  USGS QUAD   -  CASCO (1978)
 PM0181
 PM0181                         *CURRENT SURVEY CONTROL
 PM0181  ___________________________________________________________________
 PM0181* NAD 83(1986)-  44 35 22.     (N)    087 32 48.     (W)     SCALED    
 PM0181* NAVD 88     -       214.209  (meters)     702.78   (feet)  ADJUSTED  
 PM0181  ___________________________________________________________________
 PM0181  GEOID HEIGHT-         -36.33  (meters)                     GEOID03
 PM0181  DYNAMIC HT  -         214.183 (meters)     702.70  (feet)  COMP
 PM0181  MODELED GRAV-     980,494.0   (mgal)                       NAVD 88
 PM0181
 PM0181  VERT ORDER  -  FIRST     CLASS II
 PM0181
 PM0181.The horizontal coordinates were scaled from a topographic map and have
 PM0181.an estimated accuracy of +/- 6 seconds.
 PM0181
 PM0181.The orthometric height was determined by differential leveling
 PM0181.and adjusted by the National Geodetic Survey in June 1991..
 PM0181
 PM0181.The geoid height was determined by GEOID03.
 PM0181
 PM0181.The dynamic height is computed by dividing the NAVD 88
 PM0181.geopotential number by the normal gravity value computed on the
 PM0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0181.degrees latitude (g = 980.6199 gals.).
 PM0181
 PM0181.The modeled gravity was interpolated from observed gravity values.
 PM0181
 PM0181;                    North         East    Units  Estimated Accuracy
 PM0181;SPC WI C     -    86,960.      794,780.      MT  (+/- 180 meters Scaled)
 PM0181
 PM0181                          SUPERSEDED SURVEY CONTROL
 PM0181
 PM0181  NGVD 29 (??/??/92)  214.240  (m)          702.89   (f) ADJ UNCH    1 2
 PM0181
 PM0181.Superseded values are not recommended for survey control.
 PM0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0181.See file dsdata.txt to determine how the superseded data were derived.
 PM0181
 PM0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ566374(NAD 83)
 PM0181_MARKER: DB = BENCH MARK DISK
 PM0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PM0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0181+STABILITY: SURFACE MOTION
 PM0181_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0181+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2005
 PM0181
 PM0181  HISTORY     - Date     Condition        Report By
 PM0181  HISTORY     - UNK      MONUMENTED       CGS
 PM0181  HISTORY     - 1934     GOOD             NGS
 PM0181  HISTORY     - 1987     GOOD             USPSQD
 PM0181  HISTORY     - 20030525 MARK NOT FOUND   USPSQD
 PM0181  HISTORY     - 20050720 GOOD             WIDT
 PM0181
 PM0181                          STATION DESCRIPTION
 PM0181
 PM0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PM0181'IN RIO CREEK.
 PM0181'9 RAILS SOUTHWEST OF MILE POST 30.  300 FT SOUTHWEST OF RIO
 PM0181'CREEK, WIS. STATION.  20 FT. NORTH OF CENTER LINE OF MAIN
 PM0181'TRACK.  20 FT EAST OF DRIVEWAY TO P. KIRKWOODS RESIDENCE.
 PM0181'50 FT. NORTHEAST OF COUNTY ROAD.  5.0 FT. EAST OF VANDAM AND
 PM0181'SON ELEVATOR.
 PM0181
 PM0181                          STATION RECOVERY (1987)
 PM0181
 PM0181'RECOVERY NOTE BY US POWER SQUADRON 1987 (AB)
 PM0181'RECOVERED IN GOOD CONDITION.
 PM0181
 PM0181                          STATION RECOVERY (2003)
 PM0181
 PM0181'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0181'NOT FOUND.  NOTE-- FROM JUNCTION OF CTH K AND HIGHWAY 54, GO WEST ON
 PM0181'CTH K TO THE SNOWMOBILE TRAIL EAST OF THE JUNCTION OF CTH K AND CTH P
 PM0181'NORTH.
 PM0181
 PM0181                          STATION RECOVERY (2005)
 PM0181
 PM0181'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0181'RECOVERED IN GOOD CONDITION, ADD-- THE STATION IS LOCATED IN THE
 PM0181'SOUTHEAST CORNER OF A FLOWER BED, 26.5 M NORTH OF THE CENTERLINE OF
 PM0181'CTH K, 23.6 M NORTHEAST OF A TELEPHONE PEDESTAL --356050-LP8--, 13.1 M
 PM0181'NORTHWEST OF A POWER POLE --2524-35W15--, 11.1 M EAST OF THE EXTENDED
 PM0181'CENTERLINE OF FEED MILL ROAD,
 PM0181'6.1 M EAST OF THE GRAVEL DRIVEWAY OF A RESIDENCE WITH THE FIRE NUMBER
 PM0181'E4386, 0.2 M SOUTH OF AN ORANGE FIBERGLASS WITNESS POST, --NOTE--
 PM0181'STATION DOES HAVE A FEW SCRATCHES ACROSS IT BUT IS IN STABLE
 PM0181'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0542 ***********************************************************************
 RM0542  DESIGNATION -  H 208
 RM0542  PID         -  RM0542
 RM0542  STATE/COUNTY-  WI/BAYFIELD
 RM0542  USGS QUAD   -  INO (1975)
 RM0542
 RM0542                         *CURRENT SURVEY CONTROL
 RM0542  ___________________________________________________________________
 RM0542* NAD 83(1986)-  46 31 54.     (N)    091 09 30.     (W)     SCALED    
 RM0542* NAVD 88     -       298.563  (meters)     979.54   (feet)  ADJUSTED  
 RM0542  ___________________________________________________________________
 RM0542  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 RM0542  DYNAMIC HT  -         298.569 (meters)     979.56  (feet)  COMP
 RM0542  MODELED GRAV-     980,627.6   (mgal)                       NAVD 88
 RM0542
 RM0542  VERT ORDER  -  FIRST     CLASS II
 RM0542
 RM0542.The horizontal coordinates were scaled from a topographic map and have
 RM0542.an estimated accuracy of +/- 6 seconds.
 RM0542
 RM0542.The orthometric height was determined by differential leveling
 RM0542.and adjusted by the National Geodetic Survey in June 1991..
 RM0542
 RM0542.The geoid height was determined by GEOID03.
 RM0542
 RM0542.The dynamic height is computed by dividing the NAVD 88
 RM0542.geopotential number by the normal gravity value computed on the
 RM0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0542.degrees latitude (g = 980.6199 gals.).
 RM0542
 RM0542.The modeled gravity was interpolated from observed gravity values.
 RM0542
 RM0542;                    North         East    Units  Estimated Accuracy
 RM0542;SPC WI N     -   152,360.      511,140.      MT  (+/- 180 meters Scaled)
 RM0542
 RM0542                          SUPERSEDED SURVEY CONTROL
 RM0542
 RM0542.No superseded survey control is available for this station.
 RM0542
 RM0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM412547(NAD 83)
 RM0542_MARKER: I = METAL ROD
 RM0542_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RM0542_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RM0542_STAMPING: H 208 1982
 RM0542_MARK LOGO: NGS   
 RM0542_PROJECTION: RECESSED 4 CENTIMETERS
 RM0542_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RM0542+STABILITY: POSITION/ELEVATION WELL
 RM0542_ROD/PIPE-DEPTH: 13.4 meters
 RM0542_SLEEVE-DEPTH  : 6.0 meters
 RM0542
 RM0542  HISTORY     - Date     Condition        Report By
 RM0542  HISTORY     - 1982     MONUMENTED       NGS
 RM0542  HISTORY     - 20041208 MARK NOT FOUND   WIDT
 RM0542
 RM0542                          STATION DESCRIPTION
 RM0542
 RM0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0542'21.0 KM (13.05 MI) EAST FROM IRON RIVER.
 RM0542'21.0 KM (13.05 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF MAIN
 RM0542'STREET IN IRON RIVER, AND ALSO 0.3 KM (0.2 MI) EAST ALONG U.S. HIGHWAY
 RM0542'2 FROM THE JUNCTION OF COUNTY ROAD G, SET IN THE LAWN AND BY THE WATER
 RM0542'WELL, ON THE PROPERTY OF BEN BIZUB, 49.6 METERS (163.0 FT) NORTH OF
 RM0542'THE CENTERLINE OF THE HIGHWAY, 7.9 METERS (26.0 FT) SOUTH-SOUTHWEST OF
 RM0542'THE SOUTHWEST CORNER OF A HOUSE, 11.8 METERS (39.0 FT) SOUTH OF THE
 RM0542'NORTHWEST CORNER OF A HOUSE, 17.3 METERS (57.0 FT) WEST-SOUTHWEST OF
 RM0542'THE CENTER OF THE DOOR AT THE MAIN ENTRANCE TO THE HOUSE, 2.7 METERS
 RM0542'(9.0 FT) WEST-SOUTHWEST OF A WATER WELL PUMP, 35.9 METERS (118.0 FT)
 RM0542'WEST NORTHWEST OF A POWERLINE POLE WITH A TRANSFORMER.
 RM0542'THE MARK IS 0.3 M BELOW HIGHWAY.
 RM0542
 RM0542                          STATION RECOVERY (2004)
 RM0542
 RM0542'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 RM0542'THE STATION WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0504 ***********************************************************************
 RM0504  DESIGNATION -  H 209
 RM0504  PID         -  RM0504
 RM0504  STATE/COUNTY-  WI/DOUGLAS
 RM0504  USGS QUAD   -  POPLAR (1975)
 RM0504
 RM0504                         *CURRENT SURVEY CONTROL
 RM0504  ___________________________________________________________________
 RM0504* NAD 83(1986)-  46 34 59.     (N)    091 45 48.     (W)     SCALED    
 RM0504* NAVD 88     -       313.537  (meters)    1028.66   (feet)  ADJUSTED  
 RM0504  ___________________________________________________________________
 RM0504  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 RM0504  DYNAMIC HT  -         313.573 (meters)    1028.78  (feet)  COMP
 RM0504  MODELED GRAV-     980,717.3   (mgal)                       NAVD 88
 RM0504
 RM0504  VERT ORDER  -  FIRST     CLASS II
 RM0504
 RM0504.The horizontal coordinates were scaled from a topographic map and have
 RM0504.an estimated accuracy of +/- 6 seconds.
 RM0504
 RM0504.The orthometric height was determined by differential leveling
 RM0504.and adjusted by the National Geodetic Survey in June 1991..
 RM0504
 RM0504.The geoid height was determined by GEOID03.
 RM0504
 RM0504.The dynamic height is computed by dividing the NAVD 88
 RM0504.geopotential number by the normal gravity value computed on the
 RM0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0504.degrees latitude (g = 980.6199 gals.).
 RM0504
 RM0504.The modeled gravity was interpolated from observed gravity values.
 RM0504
 RM0504;                    North         East    Units  Estimated Accuracy
 RM0504;SPC WI N     -   158,930.      464,860.      MT  (+/- 180 meters Scaled)
 RM0504
 RM0504                          SUPERSEDED SURVEY CONTROL
 RM0504
 RM0504.No superseded survey control is available for this station.
 RM0504
 RM0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM947595(NAD 83)
 RM0504_MARKER: I = METAL ROD
 RM0504_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0504_SP_SET: STAINLESS STEEL ROD
 RM0504_STAMPING: H 209 1982
 RM0504_MARK LOGO: NGS   
 RM0504_PROJECTION: FLUSH
 RM0504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0504_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0504+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2004
 RM0504_ROD/PIPE-DEPTH: 4.5  meters
 RM0504
 RM0504  HISTORY     - Date     Condition        Report By
 RM0504  HISTORY     - 1982     MONUMENTED       NGS
 RM0504  HISTORY     - 20031030 GOOD             USPSQD
 RM0504  HISTORY     - 20041127 GOOD             USPSQD
 RM0504
 RM0504                          STATION DESCRIPTION
 RM0504
 RM0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0504'2.9 KM (1.8 MI) EAST FROM POPLAR.
 RM0504'2.9 KM (1.8 MI ) EAST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE IN
 RM0504'POPLAR, ALSO 3.5 KM (2.2 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE
 RM0504'JUNCTION OF COUNTY ROAD F IN MAPLE, SET AT A SMALL WOODEN HOUSE,
 RM0504'ACROSS THE HIGHWAY FROM MAPLE DRIVE, 8.3 METERS (37.5 FT) NORTH OF THE
 RM0504'CENTERLINE OF HIGHWAY 2, 22.3 METERS (73.5 FT) SOUTH OF THE SOUTHEAST
 RM0504'CORNER OF A WOODEN GARAGE, 4.2 METERS (14.0 FT) EAST OF THE CENTER OF
 RM0504'A PRIVATE DRIVE, AND 0.4 METER (1.5 FT) SOUTH OF A POWERLINE POLE WITH
 RM0504'A TRANSFORMER AND YARD LIGHT.  NOTE, THE ROD WAS DRIVEN TO REFUSAL.
 RM0504'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 RM0504'THE MARK IS 0.6 M BELOW HIGHWAY.
 RM0504
 RM0504                          STATION RECOVERY (2003)
 RM0504
 RM0504'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0504'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 123 FEET WEST
 RM0504'OF THE CENTERLINE OF MAPLE DRIVE EXTENDED AND ABOUT 125 FEET WEST OF A
 RM0504'--NO PASSING-- SIGN POST.  NOTE-- THE ADDRESS OF THE HOUSE IS
 RM0504'--10389E-- AND THERE IS NO YARD LIGHT ON THE POWERLINE POLE.
 RM0504
 RM0504                          STATION RECOVERY (2004)
 RM0504
 RM0504'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0244 ***********************************************************************
 QL0244  DESIGNATION -  H 21
 QL0244  PID         -  QL0244
 QL0244  STATE/COUNTY-  WI/DOOR
 QL0244  USGS QUAD   -  EGG HARBOR (1982)
 QL0244
 QL0244                         *CURRENT SURVEY CONTROL
 QL0244  ___________________________________________________________________
 QL0244* NAD 83(1986)-  45 01 59.     (N)    087 17 03.     (W)     SCALED    
 QL0244* NAVD 88     -       236.276  (meters)     775.18   (feet)  ADJUSTED  
 QL0244  ___________________________________________________________________
 QL0244  GEOID HEIGHT-         -37.01  (meters)                     GEOID03
 QL0244  DYNAMIC HT  -         236.254 (meters)     775.11  (feet)  COMP
 QL0244  MODELED GRAV-     980,519.8   (mgal)                       NAVD 88
 QL0244
 QL0244  VERT ORDER  -  FIRST     CLASS II
 QL0244
 QL0244.The horizontal coordinates were scaled from a topographic map and have
 QL0244.an estimated accuracy of +/- 6 seconds.
 QL0244
 QL0244.The orthometric height was determined by differential leveling
 QL0244.and adjusted by the National Geodetic Survey in June 1991..
 QL0244
 QL0244.The geoid height was determined by GEOID03.
 QL0244
 QL0244.The dynamic height is computed by dividing the NAVD 88
 QL0244.geopotential number by the normal gravity value computed on the
 QL0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0244.degrees latitude (g = 980.6199 gals.).
 QL0244
 QL0244.The modeled gravity was interpolated from observed gravity values.
 QL0244
 QL0244;                    North         East    Units  Estimated Accuracy
 QL0244;SPC WI C     -   136,890.      813,960.      MT  (+/- 180 meters Scaled)
 QL0244
 QL0244                          SUPERSEDED SURVEY CONTROL
 QL0244
 QL0244  NGVD 29 (??/??/92)  236.301  (m)          775.26   (f) ADJ UNCH    1 2
 QL0244
 QL0244.Superseded values are not recommended for survey control.
 QL0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0244.See file dsdata.txt to determine how the superseded data were derived.
 QL0244
 QL0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ776866(NAD 83)
 QL0244_MARKER: DB = BENCH MARK DISK
 QL0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0244_STAMPING: H 21 1934
 QL0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0244+STABILITY: SURFACE MOTION
 QL0244_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0244+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2005
 QL0244
 QL0244  HISTORY     - Date     Condition        Report By
 QL0244  HISTORY     - 1934     MONUMENTED       CGS
 QL0244  HISTORY     - 1987     GOOD             USPSQD
 QL0244  HISTORY     - 20050729 GOOD             WIDT
 QL0244
 QL0244                          STATION DESCRIPTION
 QL0244
 QL0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QL0244'1.4 MI S FROM EGG HARBOR.
 QL0244'1.4 MILES SOUTH ALONG STATE HIGHWAY 42 FROM EGG HARBOR, DOOR
 QL0244'COUNTY, 400 FEET NORTH OF A HOUSE, 40 FEET EAST OF THE HIGHWAY,
 QL0244'12 FEET NORTH OF A PRIVATE ROAD LEADING TO A GROVE OF TREES,
 QL0244'18 FEET NORTH OF A LARGE ROCK OUTCROP, AND 1 FOOT INSIDE A
 QL0244'FENCE.  A STANDARD DISK, STAMPED H 21 1934 AND SET IN THE TOP
 QL0244'OF A CONCRETE POST.
 QL0244
 QL0244                          STATION RECOVERY (1987)
 QL0244
 QL0244'RECOVERY NOTE BY US POWER SQUADRON 1987 (AB)
 QL0244'RECOVERED IN GOOD CONDITION.
 QL0244
 QL0244                          STATION RECOVERY (2005)
 QL0244
 QL0244'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QL0244'RECOVERED IN GOOD CONDITION.  ADD THE STATION IS 15.8 M SOUTHWEST OF
 QL0244'POWER POLE --3026-36E12--, 7.4 M SOUTHWEST OF A CAPPED 1 INCH IRON
 QL0244'PIPE (NO STAMPING ON CAP), 3.7 M NORTHEAST OF THE CENTERLINE OF A
 QL0244'PRIVATE DRIVE, 1.8 M NORTH OF A 0.3 M DIAMETER OAK TREE, AND THE
 QL0244'MONUMENT PROTRUDES 16 CM ABOVE THE GROUND, 0.2 M NORTHWEST OF AN
 QL0244'ORANGE FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0530 ***********************************************************************
 RM0530  DESIGNATION -  H 210
 RM0530  PID         -  RM0530
 RM0530  STATE/COUNTY-  WI/BAYFIELD
 RM0530  USGS QUAD   -  IRON LAKE (1984)
 RM0530
 RM0530                         *CURRENT SURVEY CONTROL
 RM0530  ___________________________________________________________________
 RM0530* NAD 83(1986)-  46 33 51.     (N)    091 23 15.     (W)     SCALED    
 RM0530* NAVD 88     -       345.073  (meters)    1132.13   (feet)  ADJUSTED  
 RM0530  ___________________________________________________________________
 RM0530  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 RM0530  DYNAMIC HT  -         345.088 (meters)    1132.18  (feet)  COMP
 RM0530  MODELED GRAV-     980,649.1   (mgal)                       NAVD 88
 RM0530
 RM0530  VERT ORDER  -  FIRST     CLASS II
 RM0530
 RM0530.The horizontal coordinates were scaled from a topographic map and have
 RM0530.an estimated accuracy of +/- 6 seconds.
 RM0530
 RM0530.The orthometric height was determined by differential leveling
 RM0530.and adjusted by the National Geodetic Survey in June 1991..
 RM0530
 RM0530.The geoid height was determined by GEOID03.
 RM0530
 RM0530.The dynamic height is computed by dividing the NAVD 88
 RM0530.geopotential number by the normal gravity value computed on the
 RM0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0530.degrees latitude (g = 980.6199 gals.).
 RM0530
 RM0530.The modeled gravity was interpolated from observed gravity values.
 RM0530
 RM0530;                    North         East    Units  Estimated Accuracy
 RM0530;SPC WI N     -   156,260.      493,630.      MT  (+/- 180 meters Scaled)
 RM0530
 RM0530                          SUPERSEDED SURVEY CONTROL
 RM0530
 RM0530.No superseded survey control is available for this station.
 RM0530
 RM0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM235579(NAD 83)
 RM0530_MARKER: I = METAL ROD
 RM0530_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0530_SP_SET: STAINLESS STEEL ROD
 RM0530_STAMPING: H 210 1982
 RM0530_MARK LOGO: NGS   
 RM0530_PROJECTION: FLUSH
 RM0530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0530_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0530+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2004
 RM0530_ROD/PIPE-DEPTH: 14.6 meters
 RM0530
 RM0530  HISTORY     - Date     Condition        Report By
 RM0530  HISTORY     - 1982     MONUMENTED       NGS
 RM0530  HISTORY     - 20041128 GOOD             USPSQD
 RM0530
 RM0530                          STATION DESCRIPTION
 RM0530
 RM0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0530'2.3 KM (1.45 MI) EAST FROM IRON RIVER.
 RM0530'2.3 KM (1.45 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF MAIN
 RM0530'STREET IN IRON RIVER, SET AT A WAYSIDE REST AREA, 39.0 METERS
 RM0530'(128.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 29.2 METERS
 RM0530'(96.0 FT) WEST OF THE CENTER OF A SAND ROAD, 35.0 METERS (115.0 FT)
 RM0530'NORTHEAST OF THE NORTHEAST CORNER OF A BUILDING USED AS THE RESTROOMS,
 RM0530'2.1 METERS (7.0 FT) WEST-SOUTHWEST OF THE SOUTH LEG OF A WOODEN SIGN.
 RM0530'THE MARK IS 0.3 M BELOW PARKING LOT.
 RM0530
 RM0530                          STATION RECOVERY (2004)
 RM0530
 RM0530'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0530'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 10 FEET SOUTH OF
 RM0530'THE SOUTH EDGE OF THE ASPHALT PARKING LOT, 1 INCH UNDER THE GROUND
 RM0530'SURFACE.  NOTE-- THE DESCRIBED SAND ROAD ON THE EAST SIDE OF THE
 RM0530'WAYSIDE IS A GRAVEL ROAD NAMED WAYSIDE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0459 ***********************************************************************
 RM0459  DESIGNATION -  H 211
 RM0459  PID         -  RM0459
 RM0459  STATE/COUNTY-  WI/IRON
 RM0459  USGS QUAD   -  IRONWOOD (1981)
 RM0459
 RM0459                         *CURRENT SURVEY CONTROL
 RM0459  ___________________________________________________________________
 RM0459* NAD 83(1986)-  46 23 17.     (N)    090 10 11.     (W)     SCALED    
 RM0459* NAVD 88     -       476.425  (meters)    1563.07   (feet)  ADJUSTED  
 RM0459  ___________________________________________________________________
 RM0459  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 RM0459  DYNAMIC HT  -         476.429 (meters)    1563.08  (feet)  COMP
 RM0459  MODELED GRAV-     980,608.3   (mgal)                       NAVD 88
 RM0459
 RM0459  VERT ORDER  -  FIRST     CLASS II
 RM0459
 RM0459.The horizontal coordinates were scaled from a topographic map and have
 RM0459.an estimated accuracy of +/- 6 seconds.
 RM0459
 RM0459.The orthometric height was determined by differential leveling
 RM0459.and adjusted by the National Geodetic Survey in June 1991..
 RM0459
 RM0459.The geoid height was determined by GEOID03.
 RM0459
 RM0459.The dynamic height is computed by dividing the NAVD 88
 RM0459.geopotential number by the normal gravity value computed on the
 RM0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0459.degrees latitude (g = 980.6199 gals.).
 RM0459
 RM0459.The modeled gravity was interpolated from observed gravity values.
 RM0459
 RM0459;                    North         East    Units  Estimated Accuracy
 RM0459;SPC WI N     -   135,770.      586,950.      MT  (+/- 180 meters Scaled)
 RM0459
 RM0459                          SUPERSEDED SURVEY CONTROL
 RM0459
 RM0459.No superseded survey control is available for this station.
 RM0459
 RM0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM176410(NAD 83)
 RM0459_MARKER: DB = BENCH MARK DISK
 RM0459_SETTING: 66 = SET IN ROCK OUTCROP
 RM0459_SP_SET: ROCK OUTCROP
 RM0459_STAMPING: H 211 1982
 RM0459_MARK LOGO: NGS   
 RM0459_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RM0459+STABILITY: POSITION/ELEVATION WELL
 RM0459_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0459+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 RM0459
 RM0459  HISTORY     - Date     Condition        Report By
 RM0459  HISTORY     - 1982     MONUMENTED       NGS
 RM0459  HISTORY     - 1990     GOOD             USPSQD
 RM0459  HISTORY     - 20030502 GOOD             USPSQD
 RM0459  HISTORY     - 20041124 GOOD             USPSQD
 RM0459  HISTORY     - 20050901 GOOD             WIDT
 RM0459
 RM0459                          STATION DESCRIPTION
 RM0459
 RM0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0459'7.6 KM (4.7 MI) SOUTH FROM HURLEY.
 RM0459'7.6 KM (4.7 MI) SOUTH ALONG U.S. HIGHWAY 51 FROM THE JUNCTION OF STATE
 RM0459'HIGHWAY 77 IN HURLEY, ABOUT 0.2 KM (0.1 MI) SOUTH OF THE WAYSIDE REST
 RM0459'AREA, SET HORIZONTALLY IN THE TOP OF BEDROCK BY A HOUSE, 20.1 METERS
 RM0459'(66.0 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A GARAGE, 17.4 METERS
 RM0459'(57.0 FT) SOUTHWEST OF THE CENTER OF THE HIGHWAY, 8.2 METERS (27.0 FT)
 RM0459'SOUTHEAST OF THE STEEL RIGHT OF WAY MARKER, 6.5 METERS (21.5 FT)
 RM0459'SOUTHEAST OF THE CENTER OF THE DRIVEWAY, AND 6.4 METERS (21.0 FT)
 RM0459'NORTHEAST OF A POWERLINE POLE.
 RM0459'THE MARK IS 0.9 M ABOVE HIGHWAY.
 RM0459
 RM0459                          STATION RECOVERY (1990)
 RM0459
 RM0459'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 RM0459'RECOVERED IN GOOD CONDITION.
 RM0459
 RM0459                          STATION RECOVERY (2003)
 RM0459
 RM0459'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0459'RECOVERED IN GOOD CONDITION.  NOTE- THE POWERLINE POLE IS NUMBERED
 RM0459'L450-5. THE RESIDENCE IS AT 11397N HIGHWAY 51.  ADD-- THE STATION IS
 RM0459'ABOUT 0.2 MILE NORTH OF COUNTY ROAD C WEST AND 19 FEET SOUTHEAST OF A
 RM0459'METAL YELLOW RIGHT-OF-WAY SIGN.  TREES TO THE EAST MAY OBSTRUCT
 RM0459'SATELLITE OBSERVATIONS.
 RM0459
 RM0459                          STATION RECOVERY (2004)
 RM0459
 RM0459'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0459'RECOVERED IN GOOD CONDITION.
 RM0459
 RM0459                          STATION RECOVERY (2005)
 RM0459
 RM0459'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RM0459'RECOVERED IN GOOD CONDITION. -ADD-THE STATION IS 1.2 M EAST OF AN
 RM0459'ORANGE FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL1421 ***********************************************************************
 RL1421  DESIGNATION -  H 212
 RL1421  PID         -  RL1421
 RL1421  STATE/COUNTY-  WI/IRON
 RL1421  USGS QUAD   -  WINCHESTER (1981)
 RL1421
 RL1421                         *CURRENT SURVEY CONTROL
 RL1421  ___________________________________________________________________
 RL1421* NAD 83(1986)-  46 08 06.     (N)    089 59 31.     (W)     SCALED    
 RL1421* NAVD 88     -       484.923  (meters)    1590.95   (feet)  ADJUSTED  
 RL1421  ___________________________________________________________________
 RL1421  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 RL1421  DYNAMIC HT  -         484.919 (meters)    1590.94  (feet)  COMP
 RL1421  MODELED GRAV-     980,591.0   (mgal)                       NAVD 88
 RL1421
 RL1421  VERT ORDER  -  FIRST     CLASS II
 RL1421
 RL1421.The horizontal coordinates were scaled from a topographic map and have
 RL1421.an estimated accuracy of +/- 6 seconds.
 RL1421
 RL1421.The orthometric height was determined by differential leveling
 RL1421.and adjusted by the National Geodetic Survey in June 1991..
 RL1421
 RL1421.The geoid height was determined by GEOID03.
 RL1421
 RL1421.The dynamic height is computed by dividing the NAVD 88
 RL1421.geopotential number by the normal gravity value computed on the
 RL1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1421.degrees latitude (g = 980.6199 gals.).
 RL1421
 RL1421.The modeled gravity was interpolated from observed gravity values.
 RL1421
 RL1421;                    North         East    Units  Estimated Accuracy
 RL1421;SPC WI N     -   107,630.      600,620.      MT  (+/- 180 meters Scaled)
 RL1421
 RL1421                          SUPERSEDED SURVEY CONTROL
 RL1421
 RL1421.No superseded survey control is available for this station.
 RL1421
 RL1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS688133(NAD 83)
 RL1421_MARKER: I = METAL ROD
 RL1421_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RL1421_SP_SET: STAINLESS STEEL ROD
 RL1421_STAMPING: H 212 1982
 RL1421_MARK LOGO: NGS   
 RL1421_PROJECTION: FLUSH
 RL1421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1421_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1421+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2005
 RL1421_ROD/PIPE-DEPTH: 14.6 meters
 RL1421
 RL1421  HISTORY     - Date     Condition        Report By
 RL1421  HISTORY     - 1982     MONUMENTED       NGS
 RL1421  HISTORY     - 20021128 GOOD             USPSQD
 RL1421  HISTORY     - 20040311 GOOD             USPSQD
 RL1421  HISTORY     - 20050913 GOOD             WIDT
 RL1421
 RL1421                          STATION DESCRIPTION
 RL1421
 RL1421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RL1421'7.64 KM (4.75 MI) SOUTH FROM MERCER.
 RL1421'7.6 KM (4.75 MI) SOUTH ON U.S. HIGHWAY 51 FROM THE JUNCTION OF STATE
 RL1421'ROUTE J LEADING EAST IN MERCER, TO THE MARK SET AT A POWER LINE
 RL1421'CROSSING, 44.2 METERS (145.0 FT) WEST-SOUTHWEST OF THE CENTER OF
 RL1421'PLUNKETT ROAD, 12.8 METERS (42.3 FT) SOUTH-SOUTHEAST OF THE CENTERLINE
 RL1421'OF THE HIGHWAY, AND 0.6 METER (2.4 FT) WEST-SOUTHWEST OF A POWERLINE
 RL1421'POLE WITH A SINGLE GUY WIRE.
 RL1421'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 RL1421'THE MARK IS 0.3 M BELOW HIGHWAY.
 RL1421
 RL1421                          STATION RECOVERY (2002)
 RL1421
 RL1421'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 RL1421'RECOVERED IN GOOD CONDITION. THE STATION IS BETWEEN THE POWER-LINE
 RL1421'POLE AND AN ORANGE WITNESS POST.  NOTE--ACCESS TO POINT IS HAD THROUGH
 RL1421'A 5-INCH LOGO CAP.
 RL1421
 RL1421                          STATION RECOVERY (2004)
 RL1421
 RL1421'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RL1421'RECOVERED IN GOOD CONDITION.
 RL1421
 RL1421                          STATION RECOVERY (2005)
 RL1421
 RL1421'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1421'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0557 ***********************************************************************
 RM0557  DESIGNATION -  H 213
 RM0557  PID         -  RM0557
 RM0557  STATE/COUNTY-  WI/BAYFIELD
 RM0557  USGS QUAD   -  ASHLAND WEST (1975)
 RM0557
 RM0557                         *CURRENT SURVEY CONTROL
 RM0557  ___________________________________________________________________
 RM0557* NAD 83(1986)-  46 34 57.     (N)    090 57 36.     (W)     SCALED    
 RM0557* NAVD 88     -       187.118  (meters)     613.90   (feet)  ADJUSTED  
 RM0557  ___________________________________________________________________
 RM0557  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 RM0557  DYNAMIC HT  -         187.123 (meters)     613.92  (feet)  COMP
 RM0557  MODELED GRAV-     980,634.5   (mgal)                       NAVD 88
 RM0557
 RM0557  VERT ORDER  -  FIRST     CLASS II
 RM0557
 RM0557.The horizontal coordinates were scaled from a topographic map and have
 RM0557.an estimated accuracy of +/- 6 seconds.
 RM0557
 RM0557.The orthometric height was determined by differential leveling
 RM0557.and adjusted by the National Geodetic Survey in June 1991..
 RM0557
 RM0557.The geoid height was determined by GEOID03.
 RM0557
 RM0557.The dynamic height is computed by dividing the NAVD 88
 RM0557.geopotential number by the normal gravity value computed on the
 RM0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0557.degrees latitude (g = 980.6199 gals.).
 RM0557
 RM0557.The modeled gravity was interpolated from observed gravity values.
 RM0557
 RM0557;                    North         East    Units  Estimated Accuracy
 RM0557;SPC WI N     -   157,810.      526,420.      MT  (+/- 180 meters Scaled)
 RM0557
 RM0557                          SUPERSEDED SURVEY CONTROL
 RM0557
 RM0557.No superseded survey control is available for this station.
 RM0557
 RM0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM562607(NAD 83)
 RM0557_MARKER: I = METAL ROD
 RM0557_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0557_SP_SET: STAINLESS STEEL ROD
 RM0557_STAMPING: H 213 1982
 RM0557_MARK LOGO: NGS   
 RM0557_PROJECTION: FLUSH
 RM0557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0557_ROD/PIPE-DEPTH: 7.3  meters
 RM0557
 RM0557  HISTORY     - Date     Condition        Report By
 RM0557  HISTORY     - 1982     MONUMENTED       NGS
 RM0557  HISTORY     - 20041208 MARK NOT FOUND   WIDT
 RM0557
 RM0557                          STATION DESCRIPTION
 RM0557
 RM0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0557'6.3 KM (3.9 MI) WEST FROM ASHLAND.
 RM0557'6.3 KM (3.9 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE COURTHOUSE IN
 RM0557'ASHLAND, SET BETWEEN A HOUSE AND AN OLD GAS STATION, 61.2 METERS
 RM0557'(202.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 17.0 METERS
 RM0557'(56.0 FT) EAST OF THE EAST CORNER OF A HOUSE, 14.1 METERS (46.5 FT)
 RM0557'SOUTHEAST OF THE WEST-SOUTHWEST CORNER OF A BRICK BUILDING, 1.5 METERS
 RM0557'(5.0 FT) SOUTHEAST OF A TELEPHONE JUNCTION BOX NUMBER 2321, 1.3 METERS
 RM0557'(4.5 FT) SOUTHEAST OF A POWERLINE POLE WITH A TRANSFORMER AND GUY
 RM0557'WIRE.
 RM0557'THE MARK IS 1.4 METERS  ESE FROM A WITNESS POST.
 RM0557'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 RM0557
 RM0557                          STATION RECOVERY (2004)
 RM0557
 RM0557'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 RM0557'THE STATION WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0473 ***********************************************************************
 QM0473  DESIGNATION -  H 214
 QM0473  PID         -  QM0473
 QM0473  STATE/COUNTY-  WI/ONEIDA
 QM0473  USGS QUAD   -  LAKE TOMAHAWK (1982)
 QM0473
 QM0473                         *CURRENT SURVEY CONTROL
 QM0473  ___________________________________________________________________
 QM0473* NAD 83(1986)-  45 47 38.     (N)    089 34 29.     (W)     SCALED    
 QM0473* NAVD 88     -       499.418  (meters)    1638.51   (feet)  ADJUSTED  
 QM0473  ___________________________________________________________________
 QM0473  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 QM0473  DYNAMIC HT  -         499.398 (meters)    1638.44  (feet)  COMP
 QM0473  MODELED GRAV-     980,559.3   (mgal)                       NAVD 88
 QM0473
 QM0473  VERT ORDER  -  FIRST     CLASS II
 QM0473
 QM0473.The horizontal coordinates were scaled from a topographic map and have
 QM0473.an estimated accuracy of +/- 6 seconds.
 QM0473
 QM0473.The orthometric height was determined by differential leveling
 QM0473.and adjusted by the National Geodetic Survey in June 1991..
 QM0473
 QM0473.The geoid height was determined by GEOID03.
 QM0473
 QM0473.The dynamic height is computed by dividing the NAVD 88
 QM0473.geopotential number by the normal gravity value computed on the
 QM0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0473.degrees latitude (g = 980.6199 gals.).
 QM0473
 QM0473.The modeled gravity was interpolated from observed gravity values.
 QM0473
 QM0473;                    North         East    Units  Estimated Accuracy
 QM0473;SPC WI N     -    69,800.      633,060.      MT  (+/- 180 meters Scaled)
 QM0473
 QM0473                          SUPERSEDED SURVEY CONTROL
 QM0473
 QM0473.No superseded survey control is available for this station.
 QM0473
 QM0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR998743(NAD 83)
 QM0473_MARKER: I = METAL ROD
 QM0473_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QM0473_SP_SET: STAINLESS STEEL ROD
 QM0473_STAMPING: H 214 1982
 QM0473_MARK LOGO: NGS   
 QM0473_PROJECTION: FLUSH
 QM0473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0473_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0473+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2005
 QM0473_ROD/PIPE-DEPTH: 14.6 meters
 QM0473
 QM0473  HISTORY     - Date     Condition        Report By
 QM0473  HISTORY     - 1982     MONUMENTED       NGS
 QM0473  HISTORY     - 20030711 GOOD             USPSQD
 QM0473  HISTORY     - 20050922 GOOD             WIDT
 QM0473
 QM0473                          STATION DESCRIPTION
 QM0473
 QM0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QM0473'2.8 KM (1.75 MI) SE FROM LAKE TOMAHAWK.
 QM0473'2.8 KM (1.75 MI) SOUTHEAST ALONG STATE HIGHWAY 47 FROM THE JUNCTION OF
 QM0473'COUNTY ROAD D EAST IN LAKE TOMAHAWK, SET AT THE JUNCTION OF BEAR ROAD,
 QM0473'30.1 METERS (99.0 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 QM0473'34.1 METERS (112.0 FT) NORTHWEST OF THE CENTER OF BEAR ROAD,
 QM0473'37.4 METERS (123.0 FT) NORTH OF THE NORTHWEST END OF A GALVANIZED PIPE
 QM0473'CULVERT, AND 0.9 METER (3.0 FT) NORTH OF A RIGHT OF WAY MARKER.
 QM0473'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 QM0473'THE MARK IS 0.3 M BELOW HIGHWAY.
 QM0473
 QM0473                          STATION RECOVERY (2003)
 QM0473
 QM0473'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 QM0473'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS ON THE EDGE OF A
 QM0473'TREE LINE.
 QM0473
 QM0473                          STATION RECOVERY (2005)
 QM0473
 QM0473'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0473'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0466 ***********************************************************************
 QM0466  DESIGNATION -  H 216
 QM0466  PID         -  QM0466
 QM0466  STATE/COUNTY-  WI/ONEIDA
 QM0466  USGS QUAD   -  HAZELHURST (1982)
 QM0466
 QM0466                         *CURRENT SURVEY CONTROL
 QM0466  ___________________________________________________________________
 QM0466* NAD 83(1986)-  45 52 10.     (N)    089 39 41.     (W)     SCALED    
 QM0466* NAVD 88     -       489.225  (meters)    1605.07   (feet)  ADJUSTED  
 QM0466  ___________________________________________________________________
 QM0466  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 QM0466  DYNAMIC HT  -         489.207 (meters)    1605.01  (feet)  COMP
 QM0466  MODELED GRAV-     980,561.7   (mgal)                       NAVD 88
 QM0466
 QM0466  VERT ORDER  -  FIRST     CLASS II
 QM0466
 QM0466.The horizontal coordinates were scaled from a topographic map and have
 QM0466.an estimated accuracy of +/- 6 seconds.
 QM0466
 QM0466.The orthometric height was determined by differential leveling
 QM0466.and adjusted by the National Geodetic Survey in June 1991..
 QM0466
 QM0466.The geoid height was determined by GEOID03.
 QM0466
 QM0466.The dynamic height is computed by dividing the NAVD 88
 QM0466.geopotential number by the normal gravity value computed on the
 QM0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0466.degrees latitude (g = 980.6199 gals.).
 QM0466
 QM0466.The modeled gravity was interpolated from observed gravity values.
 QM0466
 QM0466;                    North         East    Units  Estimated Accuracy
 QM0466;SPC WI N     -    78,170.      626,290.      MT  (+/- 180 meters Scaled)
 QM0466
 QM0466                          SUPERSEDED SURVEY CONTROL
 QM0466
 QM0466.No superseded survey control is available for this station.
 QM0466
 QM0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR934829(NAD 83)
 QM0466_MARKER: I = METAL ROD
 QM0466_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QM0466_SP_SET: STAINLESS STEEL ROD
 QM0466_STAMPING: H 216 1982
 QM0466_MARK LOGO: NGS   
 QM0466_PROJECTION: FLUSH
 QM0466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0466_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0466+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2005
 QM0466_ROD/PIPE-DEPTH: 14.6 meters
 QM0466
 QM0466  HISTORY     - Date     Condition        Report By
 QM0466  HISTORY     - 1982     MONUMENTED       NGS
 QM0466  HISTORY     - 20021128 GOOD             USPSQD
 QM0466  HISTORY     - 20040311 GOOD             USPSQD
 QM0466  HISTORY     - 20050921 GOOD             WIDT
 QM0466
 QM0466                          STATION DESCRIPTION
 QM0466
 QM0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QM0466'4.2 KM (2.65 MI) SE FROM WOODRUFF.
 QM0466'4.2 KM (2.65 MI) SOUTHEAST ALONG STATE HIGHWAY 47 FROM THE JUNCTION OF
 QM0466'U.S. HIGHWAY 51 IN WOODRUFF, SET AT THE JUNCTION OF TIMBERLANE ROAD,
 QM0466'24.3 METERS (80.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 QM0466'10.3 METERS (34.0 FT) NORTHWEST OF THE CENTER OF THE ROAD, AND
 QM0466'1.5 METERS (5.0 FT) NORTHWEST OF A LARGE TELEPHONE JUNCTION BOX.
 QM0466'THE MARK IS 0.46 METERS  SE FROM A WITNESS POST.
 QM0466'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 QM0466
 QM0466                          STATION RECOVERY (2002)
 QM0466
 QM0466'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 QM0466'RECOVERED IN GOOD CONDITION.  NOTE--ACCESS TO POINT IS HAD THROUGH A
 QM0466'5-INCH LOGO CAP.
 QM0466
 QM0466                          STATION RECOVERY (2004)
 QM0466
 QM0466'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0466'RECOVERED IN GOOD CONDITION.
 QM0466
 QM0466                          STATION RECOVERY (2005)
 QM0466
 QM0466'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0466'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0751 ***********************************************************************
 PN0751  DESIGNATION -  H 218
 PN0751  PID         -  PN0751
 PN0751  STATE/COUNTY-  WI/WAUPACA
 PN0751  USGS QUAD   -  WEYAUWEGA (1982)
 PN0751
 PN0751                         *CURRENT SURVEY CONTROL
 PN0751  ___________________________________________________________________
 PN0751* NAD 83(1986)-  44 21 58.     (N)    088 59 30.     (W)     SCALED    
 PN0751* NAVD 88     -       259.603  (meters)     851.71   (feet)  ADJUSTED  
 PN0751  ___________________________________________________________________
 PN0751  GEOID HEIGHT-         -36.38  (meters)                     GEOID03
 PN0751  DYNAMIC HT  -         259.559 (meters)     851.57  (feet)  COMP
 PN0751  MODELED GRAV-     980,441.3   (mgal)                       NAVD 88
 PN0751
 PN0751  VERT ORDER  -  FIRST     CLASS II
 PN0751
 PN0751.The horizontal coordinates were scaled from a topographic map and have
 PN0751.an estimated accuracy of +/- 6 seconds.
 PN0751
 PN0751.The orthometric height was determined by differential leveling
 PN0751.and adjusted by the National Geodetic Survey in June 1991..
 PN0751
 PN0751.The geoid height was determined by GEOID03.
 PN0751
 PN0751.The dynamic height is computed by dividing the NAVD 88
 PN0751.geopotential number by the normal gravity value computed on the
 PN0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0751.degrees latitude (g = 980.6199 gals.).
 PN0751
 PN0751.The modeled gravity was interpolated from observed gravity values.
 PN0751
 PN0751;                    North         East    Units  Estimated Accuracy
 PN0751;SPC WI C     -    59,700.      680,370.      MT  (+/- 180 meters Scaled)
 PN0751
 PN0751                          SUPERSEDED SURVEY CONTROL
 PN0751
 PN0751.No superseded survey control is available for this station.
 PN0751
 PN0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ413144(NAD 83)
 PN0751_MARKER: I = METAL ROD
 PN0751_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0751_SP_SET: STAINLESS STEEL ROD
 PN0751_STAMPING: H 218 1985
 PN0751_MARK LOGO: NGS   
 PN0751_PROJECTION: FLUSH
 PN0751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0751_ROD/PIPE-DEPTH: 7.9  meters
 PN0751
 PN0751  HISTORY     - Date     Condition        Report By
 PN0751  HISTORY     - 1985     MONUMENTED       NGS
 PN0751  HISTORY     - 20021223 MARK NOT FOUND   USPSQD
 PN0751  HISTORY     - 20040328 MARK NOT FOUND   USPSQD
 PN0751
 PN0751                          STATION DESCRIPTION
 PN0751
 PN0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0751'8.2 KM (5.1 MI) EAST FROM WAUPACA.
 PN0751'8.2 KM (5.1 MI) EASTERLY ALONG STATE HIGHWAY 54 FROM THE POST OFFICE
 PN0751'IN WAUPACA, 13.2 M (43.3 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 PN0751'9.0 M (29.5 FT) WEST OF THE CENTER OF SOUTH MILITARY ROAD, AND 5.4 M
 PN0751'(17.7 FT) SOUTHEAST OF A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS
 PN0751'HAD THROUGH A 5-INCH LOGO CAP.
 PN0751'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 PN0751'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 PN0751
 PN0751                          STATION RECOVERY (2002)
 PN0751
 PN0751'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0751'NOT FOUND. THERE IS NO LONGER A FENCE POST AT THE SITE. PROBING DID
 PN0751'NOT FIND THE STATION.
 PN0751
 PN0751                          STATION RECOVERY (2004)
 PN0751
 PN0751'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN0751'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0741 ***********************************************************************
 PN0741  DESIGNATION -  H 219
 PN0741  PID         -  PN0741
 PN0741  STATE/COUNTY-  WI/WAUPACA
 PN0741  USGS QUAD   -  NORTHPORT (1993)
 PN0741
 PN0741                         *CURRENT SURVEY CONTROL
 PN0741  ___________________________________________________________________
 PN0741* NAD 83(1986)-  44 24 15.     (N)    088 46 04.     (W)     SCALED    
 PN0741* NAVD 88     -       230.954  (meters)     757.72   (feet)  ADJUSTED  
 PN0741  ___________________________________________________________________
 PN0741  GEOID HEIGHT-         -36.39  (meters)                     GEOID03
 PN0741  DYNAMIC HT  -         230.916 (meters)     757.60  (feet)  COMP
 PN0741  MODELED GRAV-     980,448.6   (mgal)                       NAVD 88
 PN0741
 PN0741  VERT ORDER  -  FIRST     CLASS II
 PN0741
 PN0741.The horizontal coordinates were scaled from a topographic map and have
 PN0741.an estimated accuracy of +/- 6 seconds.
 PN0741
 PN0741.The orthometric height was determined by differential leveling
 PN0741.and adjusted by the National Geodetic Survey in June 1991..
 PN0741
 PN0741.The geoid height was determined by GEOID03.
 PN0741
 PN0741.The dynamic height is computed by dividing the NAVD 88
 PN0741.geopotential number by the normal gravity value computed on the
 PN0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0741.degrees latitude (g = 980.6199 gals.).
 PN0741
 PN0741.The modeled gravity was interpolated from observed gravity values.
 PN0741
 PN0741;                    North         East    Units  Estimated Accuracy
 PN0741;SPC WI C     -    64,180.      698,150.      MT  (+/- 180 meters Scaled)
 PN0741
 PN0741                          SUPERSEDED SURVEY CONTROL
 PN0741
 PN0741.No superseded survey control is available for this station.
 PN0741
 PN0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ592182(NAD 83)
 PN0741_MARKER: F = FLANGE-ENCASED ROD
 PN0741_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0741_SP_SET: STAINLESS STEEL ROD
 PN0741_STAMPING: H 219 1985
 PN0741_MARK LOGO: NGS   
 PN0741_PROJECTION: FLUSH
 PN0741_MAGNETIC: I = MARKER IS A STEEL ROD
 PN0741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0741_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0741+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2005
 PN0741_ROD/PIPE-DEPTH: 21.8 meters
 PN0741
 PN0741  HISTORY     - Date     Condition        Report By
 PN0741  HISTORY     - 1985     MONUMENTED       NGS
 PN0741  HISTORY     - 20000728 GOOD             WIDT
 PN0741  HISTORY     - 20030611 MARK NOT FOUND   USPSQD
 PN0741  HISTORY     - 20050707 GOOD             WIDT
 PN0741
 PN0741                          STATION DESCRIPTION
 PN0741
 PN0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0741'29.0 KM (18.0 MI) EAST FROM WAUPACA.
 PN0741'29.0 KM (18.0 MI) EASTERLY ALONG STATE HIGHWAY 54 FROM THE POST OFFICE
 PN0741'IN WAUPACA, 2.0 KM (1.25 MI) WEST OF THE INTERSECTION OF U.S. HIGHWAY
 PN0741'45, AND 12.9 M (42.3 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 PN0741'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PN0741'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 PN0741'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 PN0741
 PN0741                          STATION RECOVERY (2000)
 PN0741
 PN0741'RECOVERY NOTE BY WI DEPT OF TRANSP 2000 (DJH)
 PN0741'THE STATION IS LOCATED ABOUT 32 KM NORTHWEST OF APPLETON AND 3 KM
 PN0741'NORTHWEST OF NEW LONDON.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 PN0741'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY
 PN0741'45 WITH STATE HIGHWAY 54 IN THE CITY OF NEW LONDON, GO WEST ON STATE
 PN0741'HIGHWAY 54 FOR 2.7 KM TO THE STATION ON THE RIGHT.  THE STATION IS A
 PN0741'STAINLESS STEEL ROD WITHOUT A SLEEVE AND ABOUT LEVEL WITH THE HIGHWAY
 PN0741'PAVEMENT.  THE STATION IS 12.9 M NORTH-NORTHEAST OF THE CENTERLINE OF
 PN0741'STATE HIGHWAY 54, 32.3 M NORTHWEST OF THE TOP CENTER OF THE NORTHWEST
 PN0741'END OF A 0.9 M DIAMETER REINFORCED CONCRETE CULVERT PIPE, AND 0.2 M
 PN0741'NORTHWEST OF A WHITE PLASTIC WITNESS POST. ---NOTE---THIS STATION HAS
 PN0741'VISIBLE OBSTRUCTIONS IN ALL QUADRANTS EXTENDING HIGHER THAN 25
 PN0741'DEGREES ABOVE THE HORIZON.
 PN0741
 PN0741                          STATION RECOVERY (2003)
 PN0741
 PN0741'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0741'MARK NOT FOUND.
 PN0741
 PN0741                          STATION RECOVERY (2005)
 PN0741
 PN0741'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PN0741'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.3 MILE WEST OF
 PN0741'BUSINESS US HIGHWAY 45 AND COUNTY HIGHWAY D, 1.0 MILE SOUTHEAST OF
 PN0741'MADDEN ROAD, 0.8 MILE SOUTHEAST OF THE CENTER OF A BRIDGE, 3.4  M
 PN0741'NORTHWEST OF AN ORANGE METAL --UNDERGROUND FIBER OPTIC CABLE-- SIGN,
 PN0741'18 CM BELOW GROUND LEVEL, NORTHEAST OF A SMALL WIDENING IN THE GRAVEL
 PN0741'SHOULDER OF THE ROAD,
 PN0741'1.0 M SOUTH OF AN ORANGE CARSONITE WITNESS POST, AND 1.0 M EAST AND
 PN0741'1.0 M WEST OF TWO WHITE PLASTIC WITNESS POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0334 ***********************************************************************
 PN0334  DESIGNATION -  H 22
 PN0334  PID         -  PN0334
 PN0334  STATE/COUNTY-  WI/SHAWANO
 PN0334  USGS QUAD   -  SHAWANO (1982)
 PN0334
 PN0334                         *CURRENT SURVEY CONTROL
 PN0334  ___________________________________________________________________
 PN0334* NAD 83(1986)-  44 46 55.     (N)    088 32 24.     (W)     SCALED    
 PN0334* NAVD 88     -       246.585  (meters)     809.00   (feet)  ADJUSTED  
 PN0334  ___________________________________________________________________
 PN0334  GEOID HEIGHT-         -36.09  (meters)                     GEOID03
 PN0334  DYNAMIC HT  -         246.554 (meters)     808.90  (feet)  COMP
 PN0334  MODELED GRAV-     980,486.9   (mgal)                       NAVD 88
 PN0334
 PN0334  VERT ORDER  -  SECOND    CLASS 0
 PN0334
 PN0334.The horizontal coordinates were scaled from a topographic map and have
 PN0334.an estimated accuracy of +/- 6 seconds.
 PN0334
 PN0334.The orthometric height was determined by differential leveling
 PN0334.and adjusted by the National Geodetic Survey in June 1991..
 PN0334
 PN0334.The geoid height was determined by GEOID03.
 PN0334
 PN0334.The dynamic height is computed by dividing the NAVD 88
 PN0334.geopotential number by the normal gravity value computed on the
 PN0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0334.degrees latitude (g = 980.6199 gals.).
 PN0334
 PN0334.The modeled gravity was interpolated from observed gravity values.
 PN0334
 PN0334;                    North         East    Units  Estimated Accuracy
 PN0334;SPC WI C     -   106,450.      715,540.      MT  (+/- 180 meters Scaled)
 PN0334
 PN0334                          SUPERSEDED SURVEY CONTROL
 PN0334
 PN0334  NGVD 29 (??/??/92)  246.611  (m)          809.09   (f) ADJ UNCH    2 0
 PN0334
 PN0334.Superseded values are not recommended for survey control.
 PN0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0334.See file dsdata.txt to determine how the superseded data were derived.
 PN0334
 PN0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ781598(NAD 83)
 PN0334_MARKER: DB = BENCH MARK DISK
 PN0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0334+STABILITY: SURFACE MOTION
 PN0334
 PN0334  HISTORY     - Date     Condition        Report By
 PN0334  HISTORY     - UNK      MONUMENTED       CGS
 PN0334  HISTORY     - 1934     GOOD             NGS
 PN0334  HISTORY     - 1979     MARK NOT FOUND   USGS
 PN0334  HISTORY     - 20050621 MARK NOT FOUND   WIDT
 PN0334
 PN0334                          STATION DESCRIPTION
 PN0334
 PN0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PN0334'3.5 MI E FROM SHAWANO.
 PN0334'ALONG CHICAGO AND NORTH-WESTERN RY., AT SOUTHERN JCT., 0.2 MILE
 PN0334'W. OF MP/34.  MARK IS AT FENCE, 15 YDS. S. OF CENTERLINE OF MAIN
 PN0334'TRACK, 17 YDS. E. OF TELEPHONE SHANTY AND 6 YDS. E. OF CONC.
 PN0334'TILE CULVERT 1641.
 PN0334
 PN0334                          STATION RECOVERY (1979)
 PN0334
 PN0334'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PN0334'MARK NOT FOUND.
 PN0334
 PN0334                          STATION RECOVERY (2005)
 PN0334
 PN0334'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0334'NOT FOUND. ADD--MEASURED DISTANCES FROM THE CENTERLINE OF THE OLD RAIL
 PN0334'BED, AND THE CONCRETE CULVERT, THE INTERSECTION OF THOSE TWO DISTANCES
 PN0334'PLACE THE STATION IN AN AREA THAT HAS BEEN RE-GRADED IN THE PAST 5
 PN0334'YEARS.  NO EVIDENCE OF THE MONUMENT WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0774 ***********************************************************************
 PN0774  DESIGNATION -  H 220
 PN0774  PID         -  PN0774
 PN0774  STATE/COUNTY-  WI/PORTAGE
 PN0774  USGS QUAD   -  ARNOTT (1969)
 PN0774
 PN0774                         *CURRENT SURVEY CONTROL
 PN0774  ___________________________________________________________________
 PN0774* NAD 83(1986)-  44 23 47.     (N)    089 27 42.     (W)     SCALED    
 PN0774* NAVD 88     -       342.528  (meters)    1123.78   (feet)  ADJUSTED  
 PN0774  ___________________________________________________________________
 PN0774  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 PN0774  DYNAMIC HT  -         342.462 (meters)    1123.56  (feet)  COMP
 PN0774  MODELED GRAV-     980,416.9   (mgal)                       NAVD 88
 PN0774
 PN0774  VERT ORDER  -  FIRST     CLASS II
 PN0774
 PN0774.The horizontal coordinates were scaled from a topographic map and have
 PN0774.an estimated accuracy of +/- 6 seconds.
 PN0774
 PN0774.The orthometric height was determined by differential leveling
 PN0774.and adjusted by the National Geodetic Survey in June 1991..
 PN0774
 PN0774.The geoid height was determined by GEOID03.
 PN0774
 PN0774.The dynamic height is computed by dividing the NAVD 88
 PN0774.geopotential number by the normal gravity value computed on the
 PN0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0774.degrees latitude (g = 980.6199 gals.).
 PN0774
 PN0774.The modeled gravity was interpolated from observed gravity values.
 PN0774
 PN0774;                    North         East    Units  Estimated Accuracy
 PN0774;SPC WI C     -    62,710.      642,890.      MT  (+/- 180 meters Scaled)
 PN0774
 PN0774                          SUPERSEDED SURVEY CONTROL
 PN0774
 PN0774.No superseded survey control is available for this station.
 PN0774
 PN0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ039188(NAD 83)
 PN0774_MARKER: F = FLANGE-ENCASED ROD
 PN0774_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0774_SP_SET: STAINLESS STEEL ROD
 PN0774_STAMPING: H 220 1985
 PN0774_MARK LOGO: NGS   
 PN0774_PROJECTION: RECESSED 20 CENTIMETERS
 PN0774_MAGNETIC: I = MARKER IS A STEEL ROD
 PN0774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0774_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0774+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2004
 PN0774_ROD/PIPE-DEPTH: 20.7 meters
 PN0774
 PN0774  HISTORY     - Date     Condition        Report By
 PN0774  HISTORY     - 1985     MONUMENTED       NGS
 PN0774  HISTORY     - 20001021 GOOD             USPSQD
 PN0774  HISTORY     - 20030224 GOOD             WIDT
 PN0774  HISTORY     - 20040330 GOOD             USPSQD
 PN0774
 PN0774                          STATION DESCRIPTION
 PN0774
 PN0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0774'32.8 KM (20.4 MI) EAST FROM WISCONSIN RAPIDS.
 PN0774'32.8 KM (20.35 MI) EASTERLY ALONG STATE HIGHWAY 54 FROM ITS JUNCTION
 PN0774'WITH NORTH EIGHTH STREET IN WISCONSIN RAPIDS, OR 31.6 KM (19.65 MI)
 PN0774'WESTERLY ALONG STATE HIGHWAY 54 FROM THE POST OFFICE IN WAUPACA, 62.2
 PN0774'M (204.1 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 7.0 M (23.0 FT)
 PN0774'EAST OF THE CENTER OF SHADY DRIVE, AND 0.3 M (1.0 FT) WEST OF A
 PN0774'WITNESS POST.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 PN0774'LOGO CAP.
 PN0774'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 PN0774'THE MARK IS ABOVE LEVEL WITH THE DRIVE.
 PN0774
 PN0774                          STATION RECOVERY (2000)
 PN0774
 PN0774'RECOVERY NOTE BY US POWER SQUADRON 2000 (DS)
 PN0774'RECOVERED IN GOOD CONDITION.
 PN0774
 PN0774                          STATION RECOVERY (2003)
 PN0774
 PN0774'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (TSS)
 PN0774'OWNERSHIP--PORTAGE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 PN0774'INTERSTATE HIGHWAY 39 AND US HIGHWAY 51 WITH STATE HIGHWAY 54 2 MI
 PN0774'(90.12 KM) SOUTHWEST OF THE VILLAGE OF PLOVER, GO SOUTHEAST ON STATE
 PN0774'HIGHWAY 54 EAST FOR 3.0 MI (4.83 KM) TO THE COUNTY HIGHWAY JJ EAST,
 PN0774'CONTINUE SOUTHEAST ON STATE HIGHWAY 54 EAST FOR 0.68 MI (1.09 KM) TO
 PN0774'THE SHADY DRIVE ON THE RIGHT AND THE STATION ON THE RIGHT.  THE
 PN0774'STATION IS A STAINLESS STEEL ROD WITH A SLEEVE HOUSED IN A NATIONAL
 PN0774'GEODETIC SURVEY LOGO CAP DISK ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE
 PN0774'STATION IS 7.0 M (23.0 FT) EAST OF THE CENTERLINE OF SHADY DRIVE, 62.2
 PN0774'M (204.1 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 54, 25.6 M (84.0
 PN0774'FT) NORTH OF THE --R/W-- CHANNEL AND PLAQUE, 18.3 M (60.0 FT) SOUTH OF
 PN0774'SOUTHERLY WOOD POST FOR --OAK RIDGE AUTO REPAIR-- SIGN, 15.5 M (50.9
 PN0774'FT) NORTHEAST OF --R/W-- CHANNEL AND PLAQUE, 0.3 M (1.0 FT) NORTH OF A
 PN0774'ORANGE PLASTIC WITNESS POST, AND 0.3 M (1.0 FT) EAST OF A ORANGE
 PN0774'PLASTIC WITNESS POST.   ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 PN0774'OBSERVATIONS DUE TO THREE QUADRANTS BLOCKED ABOVE 25 DEGREES ABOVE THE
 PN0774'HORIZON.
 PN0774
 PN0774                          STATION RECOVERY (2004)
 PN0774
 PN0774'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0774'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 42 FEET SOUTH
 PN0774'OF THE CENTERLINE OF A FIELD ROAD, 1 FOOT WEST AND 0.5 FOOT NORTH OF
 PN0774'TWO ORANGE WITNESS POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0501 ***********************************************************************
 QM0501  DESIGNATION -  H 221
 QM0501  PID         -  QM0501
 QM0501  STATE/COUNTY-  WI/ONEIDA
 QM0501  USGS QUAD   -  HEAFFORD JUNCTION (1982)
 QM0501
 QM0501                         *CURRENT SURVEY CONTROL
 QM0501  ___________________________________________________________________
 QM0501* NAD 83(1986)-  45 33 45.     (N)    089 38 43.     (W)     SCALED    
 QM0501* NAVD 88     -       466.643  (meters)    1530.98   (feet)  ADJUSTED  
 QM0501  ___________________________________________________________________
 QM0501  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 QM0501  DYNAMIC HT  -         466.622 (meters)    1530.91  (feet)  COMP
 QM0501  MODELED GRAV-     980,556.8   (mgal)                       NAVD 88
 QM0501
 QM0501  VERT ORDER  -  FIRST     CLASS II
 QM0501
 QM0501.The horizontal coordinates were scaled from a topographic map and have
 QM0501.an estimated accuracy of +/- 6 seconds.
 QM0501
 QM0501.The orthometric height was determined by differential leveling
 QM0501.and adjusted by the National Geodetic Survey in June 1991..
 QM0501
 QM0501.The geoid height was determined by GEOID03.
 QM0501
 QM0501.The dynamic height is computed by dividing the NAVD 88
 QM0501.geopotential number by the normal gravity value computed on the
 QM0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0501.degrees latitude (g = 980.6199 gals.).
 QM0501
 QM0501.The modeled gravity was interpolated from observed gravity values.
 QM0501
 QM0501;                    North         East    Units  Estimated Accuracy
 QM0501;SPC WI N     -    44,060.      627,690.      MT  (+/- 180 meters Scaled)
 QM0501
 QM0501                          SUPERSEDED SURVEY CONTROL
 QM0501
 QM0501.No superseded survey control is available for this station.
 QM0501
 QM0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR935488(NAD 83)
 QM0501_MARKER: I = METAL ROD
 QM0501_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QM0501_SP_SET: STAINLESS STEEL ROD
 QM0501_STAMPING: H 221 1985
 QM0501_MARK LOGO: NGS   
 QM0501_PROJECTION: FLUSH
 QM0501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0501_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0501+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2005
 QM0501_ROD/PIPE-DEPTH: 25.6 meters
 QM0501
 QM0501  HISTORY     - Date     Condition        Report By
 QM0501  HISTORY     - 1985     MONUMENTED       NGS
 QM0501  HISTORY     - 20021210 GOOD             USPSQD
 QM0501  HISTORY     - 20040326 GOOD             USPSQD
 QM0501  HISTORY     - 20050818 GOOD             WIDT
 QM0501
 QM0501                          STATION DESCRIPTION
 QM0501
 QM0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QM0501'21.7 KM (13.5 MI) WEST FROM RHINELANDER.
 QM0501'21.7 KM (13.5 MI) WESTERLY ALONG U.S. HIGHWAY 8 FROM ITS JUNCTION WITH
 QM0501'STATE HIGHWAY 17 IN RHINELANDER, 16.0 M (52.5 FT) NORTHWEST OF THE
 QM0501'CENTERLINE OF THE HIGHWAY, 16.0 M (52.5 FT) WEST OF THE CENTER OF
 QM0501'BIRCH BAY ROAD, AND 6.1 M (20.0 FT) NORTHWEST OF STREET LIGHT POLE
 QM0501'NUMBER 3607-32W21. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 QM0501'LOGO CAP.
 QM0501'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 QM0501'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 QM0501
 QM0501                          STATION RECOVERY (2002)
 QM0501
 QM0501'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 QM0501'RECOVERED IN GOOD CONDITION.
 QM0501
 QM0501                          STATION RECOVERY (2004)
 QM0501
 QM0501'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0501'RECOVERED IN GOOD CONDITION.
 QM0501
 QM0501                          STATION RECOVERY (2005)
 QM0501
 QM0501'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0501'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0557 ***********************************************************************
 QM0557  DESIGNATION -  H 222
 QM0557  PID         -  QM0557
 QM0557  STATE/COUNTY-  WI/FOREST
 QM0557  USGS QUAD   -  WABENO (1972)
 QM0557
 QM0557                         *CURRENT SURVEY CONTROL
 QM0557  ___________________________________________________________________
 QM0557* NAD 83(1986)-  45 26 37.     (N)    088 40 30.     (W)     SCALED    
 QM0557* NAVD 88     -       488.111  (meters)    1601.41   (feet)  ADJUSTED  
 QM0557  ___________________________________________________________________
 QM0557  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 QM0557  DYNAMIC HT  -         488.059 (meters)    1601.24  (feet)  COMP
 QM0557  MODELED GRAV-     980,495.7   (mgal)                       NAVD 88
 QM0557
 QM0557  VERT ORDER  -  FIRST     CLASS II
 QM0557
 QM0557.The horizontal coordinates were scaled from a topographic map and have
 QM0557.an estimated accuracy of +/- 6 seconds.
 QM0557
 QM0557.The orthometric height was determined by differential leveling
 QM0557.and adjusted by the National Geodetic Survey in June 1991..
 QM0557
 QM0557.The geoid height was determined by GEOID03.
 QM0557
 QM0557.The dynamic height is computed by dividing the NAVD 88
 QM0557.geopotential number by the normal gravity value computed on the
 QM0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0557.degrees latitude (g = 980.6199 gals.).
 QM0557
 QM0557.The modeled gravity was interpolated from observed gravity values.
 QM0557
 QM0557;                    North         East    Units  Estimated Accuracy
 QM0557;SPC WI N     -    31,650.      703,660.      MT  (+/- 180 meters Scaled)
 QM0557
 QM0557                          SUPERSEDED SURVEY CONTROL
 QM0557
 QM0557.No superseded survey control is available for this station.
 QM0557
 QM0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR690335(NAD 83)
 QM0557_MARKER: I = METAL ROD
 QM0557_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QM0557_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 QM0557_STAMPING: H 222 1985
 QM0557_MARK LOGO: NGS   
 QM0557_PROJECTION: FLUSH
 QM0557_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QM0557+STABILITY: POSITION/ELEVATION WELL
 QM0557_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0557+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2005
 QM0557_ROD/PIPE-DEPTH: 10.7 meters
 QM0557_SLEEVE-DEPTH  : 6.1 meters
 QM0557
 QM0557  HISTORY     - Date     Condition        Report By
 QM0557  HISTORY     - 1985     MONUMENTED       NGS
 QM0557  HISTORY     - 20021210 GOOD             USPSQD
 QM0557  HISTORY     - 20040325 GOOD             USPSQD
 QM0557  HISTORY     - 20051116 GOOD             WIDT
 QM0557
 QM0557                          STATION DESCRIPTION
 QM0557
 QM0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QM0557'13.0 KM (8.1 MI) SOUTH FROM LAONA.
 QM0557'12.8 KM (7.95 MI) SOUTHERLY ALONG STATE HIGHWAY 32 FROM ITS JUNCTION
 QM0557'WITH U.S. HIGHWAY 8 IN LAONA, THENCE 0.2 KM (0.1 MI) WEST ALONG STATE
 QM0557'HIGHWAY 52, 46.3 M (151.9 FT) SOUTHEAST OF THE CENTERLINE OF THE
 QM0557'HIGHWAY, 27.9 M (91.5 FT) WEST OF THE SOUTHWEST CORNER OF A RESTROOM,
 QM0557'AND 12.3 M (40.4 FT) NORTH OF THE CENTER OF THE WEST ENTRANCE TO A
 QM0557'REST AREA.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 QM0557'CAP.
 QM0557'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 QM0557'THE MARK IS 0.3 M BELOW THE PARK ROAD.
 QM0557
 QM0557                          STATION RECOVERY (2002)
 QM0557
 QM0557'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 QM0557'RECOVERED IN GOOD CONDITION.    THE HORIZON HAS
 QM0557'OBSTRUCTIONS ABOVE 15 DEGREES IN ALL DIRECTIONS.
 QM0557
 QM0557                          STATION RECOVERY (2004)
 QM0557
 QM0557'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0557'RECOVERED IN GOOD CONDITION.
 QM0557
 QM0557                          STATION RECOVERY (2005)
 QM0557
 QM0557'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0557'RECOVERED IN GOOD CONDITION.   ADD THE STATION IS 2.9 M EAST OF A 30
 QM0557'CM DIAMETER MAPLE TREE WITH A BLAZE 1.0 M ABOVE THE GROUND ON THE
 QM0557'SOUTHEAST SIDE OF THE TREE.  NOTE THE RESTROOM NO LONGER EXISTS AT THE
 QM0557'WAYSIDE.   NOTE2 THE HORIZON IS OBSTRUCTED TO 90 DEGREES ABOVE THE
 QM0557'GROUND BY MAPLE TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0574 ***********************************************************************
 QM0574  DESIGNATION -  H 223
 QM0574  PID         -  QM0574
 QM0574  STATE/COUNTY-  WI/OCONTO
 QM0574  USGS QUAD   -  MOUNTAIN (1973)
 QM0574
 QM0574                         *CURRENT SURVEY CONTROL
 QM0574  ___________________________________________________________________
 QM0574* NAD 83(1986)-  45 08 48.     (N)    088 27 06.     (W)     SCALED    
 QM0574* NAVD 88     -       276.941  (meters)     908.60   (feet)  ADJUSTED  
 QM0574  ___________________________________________________________________
 QM0574  GEOID HEIGHT-         -35.76  (meters)                     GEOID03
 QM0574  DYNAMIC HT  -         276.913 (meters)     908.51  (feet)  COMP
 QM0574  MODELED GRAV-     980,509.7   (mgal)                       NAVD 88
 QM0574
 QM0574  VERT ORDER  -  FIRST     CLASS II
 QM0574
 QM0574.The horizontal coordinates were scaled from a topographic map and have
 QM0574.an estimated accuracy of +/- 6 seconds.
 QM0574
 QM0574.The orthometric height was determined by differential leveling
 QM0574.and adjusted by the National Geodetic Survey in June 1991..
 QM0574
 QM0574.The geoid height was determined by GEOID03.
 QM0574
 QM0574.The dynamic height is computed by dividing the NAVD 88
 QM0574.geopotential number by the normal gravity value computed on the
 QM0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0574.degrees latitude (g = 980.6199 gals.).
 QM0574
 QM0574.The modeled gravity was interpolated from observed gravity values.
 QM0574
 QM0574;                    North         East    Units  Estimated Accuracy
 QM0574;SPC WI C     -   147,100.      721,760.      MT  (+/- 180 meters Scaled)
 QM0574
 QM0574                          SUPERSEDED SURVEY CONTROL
 QM0574
 QM0574.No superseded survey control is available for this station.
 QM0574
 QM0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR858002(NAD 83)
 QM0574_MARKER: I = METAL ROD
 QM0574_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QM0574_SP_SET: STAINLESS STEEL ROD
 QM0574_STAMPING: H 223 1985
 QM0574_MARK LOGO: NGS   
 QM0574_PROJECTION: FLUSH
 QM0574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0574_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0574+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2005
 QM0574_ROD/PIPE-DEPTH: 22.9 meters
 QM0574
 QM0574  HISTORY     - Date     Condition        Report By
 QM0574  HISTORY     - 1985     MONUMENTED       NGS
 QM0574  HISTORY     - 19910325 GOOD             USPSQD
 QM0574  HISTORY     - 19961020 GOOD             USPSQD
 QM0574  HISTORY     - 20021001 GOOD             USPSQD
 QM0574  HISTORY     - 20021210 GOOD             USPSQD
 QM0574  HISTORY     - 20040325 GOOD             USPSQD
 QM0574  HISTORY     - 20051130 GOOD             WIDT
 QM0574
 QM0574                          STATION DESCRIPTION
 QM0574
 QM0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QM0574'37.3 KM (23.2 MI) NW FROM GILLETT.
 QM0574'37.4 KM (23.2 MI) NORTHWESTERLY ALONG STATE HIGHWAY 32 FROM ITS
 QM0574'JUNCTION WITH STATE HIGHWAY 22 IN GILLETT, 31.7 M (104.0 FT) WEST OF
 QM0574'THE CENTERLINE OF THE HIGHWAY, 25.3 M (83.0 FT) SOUTH OF THE EXTENDED
 QM0574'CENTER OF NATIONAL FOREST ROAD 2308 (OLD 64 ROAD), AND 1.3 M (4.3 FT)
 QM0574'NORTH OF UTILITY POLE NUMBER 3116 24L29 WITH A GUY WIRE.  NOTE--ACCESS
 QM0574'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QM0574'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 QM0574'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 QM0574
 QM0574                          STATION RECOVERY (1991)
 QM0574
 QM0574'RECOVERY NOTE BY US POWER SQUADRON 1991 (AEA)
 QM0574'RECOVERED IN GOOD CONDITION.
 QM0574
 QM0574                          STATION RECOVERY (1996)
 QM0574
 QM0574'RECOVERY NOTE BY US POWER SQUADRON 1996
 QM0574'RECOVERED IN GOOD CONDITION.
 QM0574
 QM0574                          STATION RECOVERY (2002)
 QM0574
 QM0574'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QM0574'RECOVERED IN GOOD CONDITION.
 QM0574
 QM0574                          STATION RECOVERY (2002)
 QM0574
 QM0574'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 QM0574'RECOVERED IN GOOD CONDITION.
 QM0574
 QM0574                          STATION RECOVERY (2004)
 QM0574
 QM0574'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0574'RECOVERED IN GOOD CONDITION.
 QM0574
 QM0574                          STATION RECOVERY (2005)
 QM0574
 QM0574'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0574'RECOVERED IN GOOD CONDITION. --NOTE--THE STATION IS 0.3 M EAST (NOT
 QM0574'SOUTH) OF AN ORANGE FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0433 ***********************************************************************
 QN0433  DESIGNATION -  H 224
 QN0433  PID         -  QN0433
 QN0433  STATE/COUNTY-  WI/RUSK
 QN0433  USGS QUAD   -  INGRAM (1971)
 QN0433
 QN0433                         *CURRENT SURVEY CONTROL
 QN0433  ___________________________________________________________________
 QN0433* NAD 83(1986)-  45 30 23.     (N)    090 49 58.     (W)     SCALED    
 QN0433* NAVD 88     -       398.850  (meters)    1308.56   (feet)  ADJUSTED  
 QN0433  ___________________________________________________________________
 QN0433  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 QN0433  DYNAMIC HT  -         398.836 (meters)    1308.51  (feet)  COMP
 QN0433  MODELED GRAV-     980,567.3   (mgal)                       NAVD 88
 QN0433
 QN0433  VERT ORDER  -  FIRST     CLASS II
 QN0433
 QN0433.The horizontal coordinates were scaled from a topographic map and have
 QN0433.an estimated accuracy of +/- 6 seconds.
 QN0433
 QN0433.The orthometric height was determined by differential leveling
 QN0433.and adjusted by the National Geodetic Survey in June 1991..
 QN0433
 QN0433.The geoid height was determined by GEOID03.
 QN0433
 QN0433.The dynamic height is computed by dividing the NAVD 88
 QN0433.geopotential number by the normal gravity value computed on the
 QN0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0433.degrees latitude (g = 980.6199 gals.).
 QN0433
 QN0433.The modeled gravity was interpolated from observed gravity values.
 QN0433
 QN0433;                    North         East    Units  Estimated Accuracy
 QN0433;SPC WI C     -   186,250.      534,920.      MT  (+/- 180 meters Scaled)
 QN0433
 QN0433                          SUPERSEDED SURVEY CONTROL
 QN0433
 QN0433.No superseded survey control is available for this station.
 QN0433
 QN0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL692414(NAD 83)
 QN0433_MARKER: I = METAL ROD
 QN0433_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0433_SP_SET: STAINLESS STEEL ROD
 QN0433_STAMPING: H 224 1985
 QN0433_MARK LOGO: NGS   
 QN0433_PROJECTION: FLUSH
 QN0433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0433_ROD/PIPE-DEPTH: 8.2  meters
 QN0433
 QN0433  HISTORY     - Date     Condition        Report By
 QN0433  HISTORY     - 1985     MONUMENTED       NGS
 QN0433  HISTORY     - 20051213 POOR             WIDT
 QN0433
 QN0433                          STATION DESCRIPTION
 QN0433
 QN0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QN0433'23.2 KM (14.4 MI) EAST FROM LADYSMITH.
 QN0433'23.2 KM (14.4 MI) EASTERLY ALONG U.S. HIGHWAY 8 FROM ITS JUNCTION WITH
 QN0433'STATE HIGHWAY 27 IN LADYSMITH, 111.9 M (367.1 FT) SOUTH OF THE
 QN0433'CENTERLINE OF THE HIGHWAY, 10.0 M (32.8 FT) EAST OF THE CENTER OF
 QN0433'TILMARS ROAD LEADING SOUTH, AND 1.3 M (4.3 FT) SOUTH OF A UTILITY
 QN0433'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QN0433'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 QN0433'THE MARK IS 0.4 M BELOW THE ROAD.
 QN0433
 QN0433                          STATION RECOVERY (2005)
 QN0433
 QN0433'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 QN0433'THIS STATION IS IN NEED OF REPAIR.  ADD-- THE STATION IS 2.0 M SOUTH
 QN0433'OF POWER POLE --23-1-3/59-- AND 1.0 M NORTH AND 1.0 M SOUTH OF TWO
 QN0433'WHITE PLASTIC WITNESS POSTS.  NOTE1-- THE ENCASEMENT PROJECTS 10-CM
 QN0433'ABOVE GROUND LEVEL AND LEANS 10 DEGREES TO THE SOUTHWEST.  THE ROD
 QN0433'APPEARS TO BE VERTICAL.  NOTE2-- VISIBLE OBSTRUCTIONS AT THIS STATION
 QN0433'ARE TREES IN THE EAST AND WEST QUADRANTS EXTENDING TO 70 DEGREES ABOVE
 QN0433'THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0409 ***********************************************************************
 QN0409  DESIGNATION -  H 225
 QN0409  PID         -  QN0409
 QN0409  STATE/COUNTY-  WI/PRICE
 QN0409  USGS QUAD   -  BIG BRIENS LAKE (1981)
 QN0409
 QN0409                         *CURRENT SURVEY CONTROL
 QN0409  ___________________________________________________________________
 QN0409* NAD 83(1986)-  45 33 14.     (N)    090 10 38.     (W)     SCALED    
 QN0409* NAVD 88     -       505.849  (meters)    1659.61   (feet)  ADJUSTED  
 QN0409  ___________________________________________________________________
 QN0409  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 QN0409  DYNAMIC HT  -         505.822 (meters)    1659.52  (feet)  COMP
 QN0409  MODELED GRAV-     980,547.0   (mgal)                       NAVD 88
 QN0409
 QN0409  VERT ORDER  -  FIRST     CLASS II
 QN0409
 QN0409.The horizontal coordinates were scaled from a topographic map and have
 QN0409.an estimated accuracy of +/- 6 seconds.
 QN0409
 QN0409.The orthometric height was determined by differential leveling
 QN0409.and adjusted by the National Geodetic Survey in June 1991..
 QN0409
 QN0409.The geoid height was determined by GEOID03.
 QN0409
 QN0409.The dynamic height is computed by dividing the NAVD 88
 QN0409.geopotential number by the normal gravity value computed on the
 QN0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0409.degrees latitude (g = 980.6199 gals.).
 QN0409
 QN0409.The modeled gravity was interpolated from observed gravity values.
 QN0409
 QN0409;                    North         East    Units  Estimated Accuracy
 QN0409;SPC WI N     -    43,050.      586,160.      MT  (+/- 180 meters Scaled)
 QN0409
 QN0409                          SUPERSEDED SURVEY CONTROL
 QN0409
 QN0409.No superseded survey control is available for this station.
 QN0409
 QN0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL203483(NAD 83)
 QN0409_MARKER: I = METAL ROD
 QN0409_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0409_SP_SET: STAINLESS STEEL ROD
 QN0409_STAMPING: H 225 1985
 QN0409_MARK LOGO: NGS   
 QN0409_PROJECTION: FLUSH
 QN0409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QN0409+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2003
 QN0409_ROD/PIPE-DEPTH: 8.5  meters
 QN0409
 QN0409  HISTORY     - Date     Condition        Report By
 QN0409  HISTORY     - 1985     MONUMENTED       NGS
 QN0409  HISTORY     - 20030904 GOOD             USPSQD
 QN0409
 QN0409                          STATION DESCRIPTION
 QN0409
 QN0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QN0409'9.0 KM (5.6 MI) EAST FROM PRENTICE.
 QN0409'9.0 KM (5.6 MI) EASTERLY ALONG U.S. HIGHWAY 8 FROM ITS JUNCTION WITH
 QN0409'COUNTY ROAD A IN PRENTICE, 30.3 M (99.4 FT) NORTH OF THE CENTERLINE OF
 QN0409'THE HIGHWAY, 6.8 M (22.3 FT) EAST OF THE CENTER OF LUSTILA ROAD, 2.1 M
 QN0409'(6.9 FT) SOUTH OF A FENCE, 1.6 M (5.2 FT) NORTHWEST OF A UTILITY POLE,
 QN0409'AND 0.8 M (12.6 FT) SOUTHWEST OF A METAL RIGHT-OF-WAY POST.
 QN0409'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QN0409'THE MARK IS 0.2 METERS  SE FROM  A WITNESS POST
 QN0409'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 QN0409
 QN0409                          STATION RECOVERY (2003)
 QN0409
 QN0409'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 QN0409'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1 FOOT SOUTHEAST OF
 QN0409'A YELLOW METAL RIGHT-OF-WAY POST WITH NO SIGN.  NOTE-- LUSTILA ROAD IS
 QN0409'A DEAD END ROAD HEADED SOUTH.  THE STATION IS 22.3 FEET EAST OF THE
 QN0409'EXTENDED CENTERLINE OF LUSTILA ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0528 ***********************************************************************
 QM0528  DESIGNATION -  H 226
 QM0528  PID         -  QM0528
 QM0528  STATE/COUNTY-  WI/ONEIDA
 QM0528  USGS QUAD   -  NASHVILLE (1981)
 QM0528
 QM0528                         *CURRENT SURVEY CONTROL
 QM0528  ___________________________________________________________________
 QM0528* NAD 83(1986)-  45 34 30.     (N)    089 07 19.     (W)     SCALED    
 QM0528* NAVD 88     -       501.524  (meters)    1645.42   (feet)  ADJUSTED  
 QM0528  ___________________________________________________________________
 QM0528  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 QM0528  DYNAMIC HT  -         501.488 (meters)    1645.30  (feet)  COMP
 QM0528  MODELED GRAV-     980,528.8   (mgal)                       NAVD 88
 QM0528
 QM0528  VERT ORDER  -  FIRST     CLASS II
 QM0528
 QM0528.The horizontal coordinates were scaled from a topographic map and have
 QM0528.an estimated accuracy of +/- 6 seconds.
 QM0528
 QM0528.The orthometric height was determined by differential leveling
 QM0528.and adjusted by the National Geodetic Survey in June 1991..
 QM0528
 QM0528.The geoid height was determined by GEOID03.
 QM0528
 QM0528.The dynamic height is computed by dividing the NAVD 88
 QM0528.geopotential number by the normal gravity value computed on the
 QM0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0528.degrees latitude (g = 980.6199 gals.).
 QM0528
 QM0528.The modeled gravity was interpolated from observed gravity values.
 QM0528
 QM0528;                    North         East    Units  Estimated Accuracy
 QM0528;SPC WI N     -    45,760.      668,530.      MT  (+/- 180 meters Scaled)
 QM0528
 QM0528                          SUPERSEDED SURVEY CONTROL
 QM0528
 QM0528.No superseded survey control is available for this station.
 QM0528
 QM0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR344490(NAD 83)
 QM0528_MARKER: I = METAL ROD
 QM0528_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QM0528+WITH SETTING: INFORMATION.
 QM0528_SP_SET: SHALLOW-SET METAL ROD
 QM0528_STAMPING: H 226 1985
 QM0528_MARK LOGO: NGS   
 QM0528_PROJECTION: FLUSH
 QM0528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0528_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0528+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2005
 QM0528_ROD/PIPE-DEPTH: 2.4  meters
 QM0528
 QM0528  HISTORY     - Date     Condition        Report By
 QM0528  HISTORY     - 1985     MONUMENTED       NGS
 QM0528  HISTORY     - 20021210 GOOD             USPSQD
 QM0528  HISTORY     - 20040326 GOOD             USPSQD
 QM0528  HISTORY     - 20050908 GOOD             WIDT
 QM0528
 QM0528                          STATION DESCRIPTION
 QM0528
 QM0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QM0528'25.6 KM (15.9 MI) EAST FROM RHINELANDER.
 QM0528'25.6 KM (15.9 MI) EASTERLY ALONG U.S. HIGHWAY 8 FROM ITS JUNCTION WITH
 QM0528'ONEIDA AVENUE IN RHINELANDER, 0.1 KM (0.05 MI) EAST OF THE
 QM0528'INTERSECTION OF BROWNS ROAD, 39.5 M (129.6 FT) NORTH OF THE CENTERLINE
 QM0528'OF THE HIGHWAY, 27.4 M (89.9 FT) WEST OF A YELLOW WOODEN RIGHT-OF-WAY
 QM0528'POST, AND 1.9 M (6.2 FT) EAST OF UTILITY POLE NUMBER 33.  NOTE--ACCESS
 QM0528'TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QM0528'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST
 QM0528'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 QM0528
 QM0528                          STATION RECOVERY (2002)
 QM0528
 QM0528'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 QM0528'RECOVERED IN GOOD CONDITION.  THE UTILITY POLE IS
 QM0528'NOW NUMBERED 3611 28E1.  IT IS 2 INCHES UNDER
 QM0528'GROUND LEVEL.
 QM0528
 QM0528                          STATION RECOVERY (2004)
 QM0528
 QM0528'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0528'RECOVERED IN GOOD CONDITION.
 QM0528
 QM0528                          STATION RECOVERY (2005)
 QM0528
 QM0528'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0528'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0812 ***********************************************************************
 PN0812  DESIGNATION -  H 227
 PN0812  PID         -  PN0812
 PN0812  STATE/COUNTY-  WI/OCONTO
 PN0812  USGS QUAD   -  OCONTO FALLS NORTH (1974)
 PN0812
 PN0812                         *CURRENT SURVEY CONTROL
 PN0812  ___________________________________________________________________
 PN0812* NAD 83(1986)-  44 52 50.     (N)    088 14 50.     (W)     SCALED    
 PN0812* NAVD 88     -       227.167  (meters)     745.30   (feet)  ADJUSTED  
 PN0812  ___________________________________________________________________
 PN0812  GEOID HEIGHT-         -36.17  (meters)                     GEOID03
 PN0812  DYNAMIC HT  -         227.141 (meters)     745.21  (feet)  COMP
 PN0812  MODELED GRAV-     980,498.8   (mgal)                       NAVD 88
 PN0812
 PN0812  VERT ORDER  -  FIRST     CLASS II
 PN0812
 PN0812.The horizontal coordinates were scaled from a topographic map and have
 PN0812.an estimated accuracy of +/- 6 seconds.
 PN0812
 PN0812.The orthometric height was determined by differential leveling
 PN0812.and adjusted by the National Geodetic Survey in June 1991..
 PN0812
 PN0812.The geoid height was determined by GEOID03.
 PN0812
 PN0812.The dynamic height is computed by dividing the NAVD 88
 PN0812.geopotential number by the normal gravity value computed on the
 PN0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0812.degrees latitude (g = 980.6199 gals.).
 PN0812
 PN0812.The modeled gravity was interpolated from observed gravity values.
 PN0812
 PN0812;                    North         East    Units  Estimated Accuracy
 PN0812;SPC WI C     -   117,860.      738,470.      MT  (+/- 180 meters Scaled)
 PN0812
 PN0812                          SUPERSEDED SURVEY CONTROL
 PN0812
 PN0812.No superseded survey control is available for this station.
 PN0812
 PN0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ014704(NAD 83)
 PN0812_MARKER: I = METAL ROD
 PN0812_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0812_SP_SET: STAINLESS STEEL ROD
 PN0812_STAMPING: H 227 1985
 PN0812_MARK LOGO: NGS   
 PN0812_PROJECTION: FLUSH
 PN0812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0812_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0812+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2005
 PN0812_ROD/PIPE-DEPTH: 9.8  meters
 PN0812
 PN0812  HISTORY     - Date     Condition        Report By
 PN0812  HISTORY     - 1985     MONUMENTED       NGS
 PN0812  HISTORY     - 19991112 GOOD             USPSQD
 PN0812  HISTORY     - 20040324 GOOD             USPSQD
 PN0812  HISTORY     - 20051129 GOOD             WIDT
 PN0812
 PN0812                          STATION DESCRIPTION
 PN0812
 PN0812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0812'6.1 KM (3.8 MI) SOUTH FROM GILLETT.
 PN0812'6.1 KM (3.8 FT) SOUTHERLY ALONG STATE HIGHWAY 32 FROM ITS JUNCTION
 PN0812'WITH STATE HIGHWAY 22 IN GILLETT, 1.7 KM (1.05 MI) SOUTH OF THE
 PN0812'INTERSECTION OF STATE HIGHWAY 22, 26.9 M (88.3 FT) WEST OF THE
 PN0812'CENTERLINE OF THE HIGHWAY, 24.6 M (80.7 FT) NORTH OF THE CENTER OF
 PN0812'GRAY LAKE ROAD, AND 16.7 M (54.8 FT) NORTHEAST OF A UTILITY POLE WITH
 PN0812'A TRANSFORMER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 PN0812'LOGO CAP.
 PN0812'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 PN0812'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 PN0812
 PN0812                          STATION RECOVERY (1999)
 PN0812
 PN0812'RECOVERY NOTE BY US POWER SQUADRON 1999
 PN0812'RECOVERED IN GOOD CONDITION.
 PN0812
 PN0812                          STATION RECOVERY (2004)
 PN0812
 PN0812'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0812'RECOVERED IN GOOD CONDITION.
 PN0812
 PN0812                          STATION RECOVERY (2005)
 PN0812
 PN0812'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0812'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0833 ***********************************************************************
 PN0833  DESIGNATION -  H 228
 PN0833  PID         -  PN0833
 PN0833  STATE/COUNTY-  WI/BROWN
 PN0833  USGS QUAD   -  ONEIDA NORTH (1992)
 PN0833
 PN0833                         *CURRENT SURVEY CONTROL
 PN0833  ___________________________________________________________________
 PN0833* NAD 83(1986)-  44 33 53.     (N)    088 08 28.     (W)     SCALED    
 PN0833* NAVD 88     -       222.304  (meters)     729.34   (feet)  ADJUSTED  
 PN0833  ___________________________________________________________________
 PN0833  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PN0833  DYNAMIC HT  -         222.277 (meters)     729.25  (feet)  COMP
 PN0833  MODELED GRAV-     980,491.6   (mgal)                       NAVD 88
 PN0833
 PN0833  VERT ORDER  -  FIRST     CLASS II
 PN0833
 PN0833.The horizontal coordinates were scaled from a topographic map and have
 PN0833.an estimated accuracy of +/- 6 seconds.
 PN0833
 PN0833.The orthometric height was determined by differential leveling
 PN0833.and adjusted by the National Geodetic Survey in June 1991..
 PN0833
 PN0833.The geoid height was determined by GEOID03.
 PN0833
 PN0833.The dynamic height is computed by dividing the NAVD 88
 PN0833.geopotential number by the normal gravity value computed on the
 PN0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0833.degrees latitude (g = 980.6199 gals.).
 PN0833
 PN0833.The modeled gravity was interpolated from observed gravity values.
 PN0833
 PN0833;                    North         East    Units  Estimated Accuracy
 PN0833;SPC WI C     -    82,960.      747,650.      MT  (+/- 180 meters Scaled)
 PN0833
 PN0833                          SUPERSEDED SURVEY CONTROL
 PN0833
 PN0833.No superseded survey control is available for this station.
 PN0833
 PN0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ093352(NAD 83)
 PN0833_MARKER: I = METAL ROD
 PN0833_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0833_SP_SET: STAINLESS STEEL ROD
 PN0833_STAMPING: H 228 1985
 PN0833_MARK LOGO: NGS   
 PN0833_PROJECTION: FLUSH
 PN0833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0833_ROD/PIPE-DEPTH: 11.0 meters
 PN0833
 PN0833  HISTORY     - Date     Condition        Report By
 PN0833  HISTORY     - 1985     MONUMENTED       NGS
 PN0833  HISTORY     - 20040324 MARK NOT FOUND   USPSQD
 PN0833  HISTORY     - 20050810 MARK NOT FOUND   WIDT
 PN0833
 PN0833                          STATION DESCRIPTION
 PN0833
 PN0833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0833'5.9 KM (3.65 MI) NW FROM GREEN BAY.
 PN0833'5.9 KM (3.65 MI) NORTHWESTERLY ALONG STATE HIGHWAY 32 FROM ITS
 PN0833'JUNCTION WITH U.S. HIGHWAY 41 IN GREEN BAY, 14.1 M (46.3 FT) SOUTHWEST
 PN0833'OF THE CENTERLINE OF THE HIGHWAY, 9.0 M (29.5 FT) SOUTHEAST OF THE
 PN0833'CENTER OF SUNLITE DRIVE, 1.4 M (4.6 FT) SOUTHWEST OF UTILITY POLE
 PN0833'NUMBER 2419 12L27, AND 0.8 M (2.6 FT) EAST-SOUTHEAST OF A HIGHWAY
 PN0833'INFORMATION SIGN (SUNLITE DR AND HWY 29 AND 32).  NOTE--ACCESS TO
 PN0833'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PN0833'THE MARK IS 0.2 METERS  WNW FROM  A WITNESS POST
 PN0833'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 PN0833
 PN0833                          STATION RECOVERY (2004)
 PN0833
 PN0833'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0833'MARK NOT FOUND.
 PN0833
 PN0833                          STATION RECOVERY (2005)
 PN0833
 PN0833'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0833'NOT FOUND.  ADD--TAPED DIMENSIONS FROM THE UTILITY POLE AND SUNLITE
 PN0833'DRIVE WITHOUT RECOVERING ANY EVIDENCE OF THE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0201 ***********************************************************************
 PN0201  DESIGNATION -  H 23
 PN0201  PID         -  PN0201
 PN0201  STATE/COUNTY-  WI/OUTAGAMIE
 PN0201  USGS QUAD   -  NEW LONDON (1992)
 PN0201
 PN0201                         *CURRENT SURVEY CONTROL
 PN0201  ___________________________________________________________________
 PN0201* NAD 83(1986)-  44 23 18.     (N)    088 43 45.     (W)     SCALED    
 PN0201* NAVD 88     -       232.354  (meters)     762.31   (feet)  ADJUSTED  
 PN0201  ___________________________________________________________________
 PN0201  GEOID HEIGHT-         -36.39  (meters)                     GEOID03
 PN0201  DYNAMIC HT  -         232.315 (meters)     762.19  (feet)  COMP
 PN0201  MODELED GRAV-     980,449.0   (mgal)                       NAVD 88
 PN0201
 PN0201  VERT ORDER  -  SECOND    CLASS I
 PN0201
 PN0201.The horizontal coordinates were scaled from a topographic map and have
 PN0201.an estimated accuracy of +/- 6 seconds.
 PN0201
 PN0201.The orthometric height was determined by differential leveling
 PN0201.and adjusted by the National Geodetic Survey in May 2003..
 PN0201.WARNING-Repeat measurements at this control monument indicate possible
 PN0201.vertical movement.
 PN0201
 PN0201.The geoid height was determined by GEOID03.
 PN0201
 PN0201.The dynamic height is computed by dividing the NAVD 88
 PN0201.geopotential number by the normal gravity value computed on the
 PN0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0201.degrees latitude (g = 980.6199 gals.).
 PN0201
 PN0201.The modeled gravity was interpolated from observed gravity values.
 PN0201
 PN0201;                    North         East    Units  Estimated Accuracy
 PN0201;SPC WI C     -    62,460.      701,260.      MT  (+/- 180 meters Scaled)
 PN0201
 PN0201                          SUPERSEDED SURVEY CONTROL
 PN0201
 PN0201  NAVD 88 (06/15/91)  232.364  (m)          762.35   (f) UNKNOWN     1 2
 PN0201  NGVD 29 (??/??/92)  232.448  (m)          762.62   (f) ADJ UNCH    1 2
 PN0201
 PN0201.Superseded values are not recommended for survey control.
 PN0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0201.See file dsdata.txt to determine how the superseded data were derived.
 PN0201
 PN0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ622164(NAD 83)
 PN0201_MARKER: DB = BENCH MARK DISK
 PN0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0201_STAMPING: H 23 1934
 PN0201_MARK LOGO: CGS   
 PN0201_PROJECTION: PROJECTING 2 CENTIMETERS
 PN0201_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0201+STABILITY: SURFACE MOTION
 PN0201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0201+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2005
 PN0201
 PN0201  HISTORY     - Date     Condition        Report By
 PN0201  HISTORY     - 1934     MONUMENTED       CGS
 PN0201  HISTORY     - 1934     GOOD             NGS
 PN0201  HISTORY     - 1963     GOOD             LOCSUR
 PN0201  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 PN0201  HISTORY     - 1985     GOOD             NGS
 PN0201  HISTORY     - 19950428 GOOD             USPSQD
 PN0201  HISTORY     - 20010530 GOOD             WIDT
 PN0201  HISTORY     - 20030611 GOOD             USPSQD
 PN0201  HISTORY     - 20050707 GOOD             WIDT
 PN0201
 PN0201                          STATION DESCRIPTION
 PN0201
 PN0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PN0201'IN NEW LONDON.
 PN0201'MARK IS 50 YDS. S. OF NEW LONDON PASSENGER STATION (C. AND N.W.
 PN0201'RY.), AT FENCE, 30 YDS. E. OF CENTERLINE OF MAIN TRACK, 8 YDS.
 PN0201'S. OF CENTERLINE OF CROSSING AND 1 YD. S. OF CORNER FENCE POST.
 PN0201
 PN0201                          STATION RECOVERY (1963)
 PN0201
 PN0201'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1963
 PN0201'RECOVERED IN GOOD CONDITION.
 PN0201
 PN0201                          STATION RECOVERY (1982)
 PN0201
 PN0201'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 PN0201'MARK NOT FOUND.
 PN0201
 PN0201                          STATION RECOVERY (1985)
 PN0201
 PN0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0201'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN NEW
 PN0201'LONDON, AT THE INTERSECTION OF EAST BEACON STREET AND MONTGOMERY
 PN0201'STREET, NEAR THE NORTHWEST CORNER OF A LAWN, 8.8 M (28.9 FT) SOUTH OF
 PN0201'THE CENTER OF BEACON STREET, 8.7 M (28.5 FT) EAST OF THE CENTER OF
 PN0201'MONTGOMERY STREET, 0.4 M (1.3 FT) SOUTH OF A TELEPHONE PEDESTAL, AND
 PN0201'0.2 M (0.7 FT) WEST OF THE NORTHWEST CORNER OF A ROCK WALL AROUND A
 PN0201'GARDEN.
 PN0201'THE MARK IS ABOVE LEVEL WITH THE STREETS.
 PN0201
 PN0201                          STATION RECOVERY (1995)
 PN0201
 PN0201'RECOVERY NOTE BY US POWER SQUADRON 1995
 PN0201'RECOVERED IN GOOD CONDITION.
 PN0201
 PN0201                          STATION RECOVERY (2001)
 PN0201
 PN0201'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PN0201'THE STATION IS LOCATED ABOUT 32 KM NORTHWEST OF APPLETON AND IN NEW
 PN0201'LONDON.  OWNERSHIP--CITY OF NEW LONDON. TO REACH THE STATION FROM THE
 PN0201'JUNCTION OF US HIGHWAY 45 WITH STATE HIGHWAY 54 IN THE CITY OF NEW
 PN0201'LONDON, GO WEST ON STATE HIGHWAY 54 FOR 0.6 KM TO SHAWANO
 PN0201'STREET(COUNTY HIGHWAY D), TURN LEFT AND GO SOUTH ON SHAWANO STREET
 PN0201'FOR 1.6 KM TO BEACON STREET, TURN LEFT AND GO EAST ON BEACON STREET
 PN0201'FOR 1.3 KM TO MONTGOMERY STREET AND THE STATION ON THE RIGHT IN THE
 PN0201'NORTHWEST CORNER OF A LAWN. THE STATION IS A BRONZE US COAST AND
 PN0201'GEODETIC SURVEY BENCHMARK DISK SET IN THE TOP OF A 25-CM DIAMETER
 PN0201'SQUARE CONCRETE POST ABOUT LEVEL WITH THE STREET PAVEMENT. THE
 PN0201'STATION IS 8.8 M SOUTH OF THE CENTERLINE OF EAST BEACON STREET, 21.7
 PN0201'M SOUTHEAST OF A FIRE HYDRANT, 16.5 M EAST OF A POWER POLE --331B--,
 PN0201'8.7 M EAST OF THE CENTERLINE OF MONTGOMERY STREET, 0.4 M SOUTH OF A
 PN0201'TELEPHONE PEDESTAL --704--. ---NOTE---THIS STATION HAS NO VISIBLE
 PN0201'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON
 PN0201'EXCEPT FOR POWER LINES TO THE EAST EXTENDING TO 40 DEGREES ABOVE THE
 PN0201'HORIZON.
 PN0201
 PN0201                          STATION RECOVERY (2003)
 PN0201
 PN0201'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0201'RECOVERED IN GOOD CONDITION.  NOTE-- THE POWER POLE IS NOW NUMBERED
 PN0201'276-C.  ADD-- THE STATION IS 11 FEET NORTHEAST OF A STOP SIGN AND
 PN0201'PROJECTS 1 INCH ABOVE GROUND.  A TREE TO THE SOUTHEAST MAY OBSTRUCT
 PN0201'SATELLITE OBSERVATIONS.
 PN0201
 PN0201                          STATION RECOVERY (2005)
 PN0201
 PN0201'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PN0201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0736 ***********************************************************************
 ON0736  DESIGNATION -  H 230
 ON0736  PID         -  ON0736
 ON0736  STATE/COUNTY-  WI/MONROE
 ON0736  USGS QUAD   -  SPARTA (1983)
 ON0736
 ON0736                         *CURRENT SURVEY CONTROL
 ON0736  ___________________________________________________________________
 ON0736* NAD 83(1997)-  43 57 58.36897(N)    090 46 10.16285(W)     ADJUSTED  
 ON0736* NAVD 88     -       244.858  (meters)     803.34   (feet)  ADJUSTED  
 ON0736  ___________________________________________________________________
 ON0736  X           -     -61,753.040 (meters)                     COMP
 ON0736  Y           -  -4,597,821.031 (meters)                     COMP
 ON0736  Z           -   4,405,537.346 (meters)                     COMP
 ON0736  LAPLACE CORR-          -7.14  (seconds)                    DEFLEC99
 ON0736  ELLIP HEIGHT-         211.68  (meters)          (04/28/99) GPS OBS
 ON0736  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 ON0736  DYNAMIC HT  -         244.809 (meters)     803.18  (feet)  COMP
 ON0736  MODELED GRAV-     980,414.5   (mgal)                       NAVD 88
 ON0736
 ON0736  HORZ ORDER  -  FIRST
 ON0736  VERT ORDER  -  FIRST     CLASS II
 ON0736  ELLP ORDER  -  THIRD     CLASS I
 ON0736
 ON0736.The horizontal coordinates were established by GPS observations
 ON0736.and adjusted by the National Geodetic Survey in April 1999..
 ON0736.No horizontal observational check was made to the station.
 ON0736
 ON0736.The orthometric height was determined by differential leveling
 ON0736.and adjusted by the National Geodetic Survey in June 1991..
 ON0736
 ON0736.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ON0736
 ON0736.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0736
 ON0736.The ellipsoidal height was determined by GPS observations
 ON0736.and is referenced to NAD 83.
 ON0736
 ON0736.The geoid height was determined by GEOID03.
 ON0736
 ON0736.The dynamic height is computed by dividing the NAVD 88
 ON0736.geopotential number by the normal gravity value computed on the
 ON0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0736.degrees latitude (g = 980.6199 gals.).
 ON0736
 ON0736.The modeled gravity was interpolated from observed gravity values.
 ON0736
 ON0736;                    North         East     Units Scale Factor Converg.
 ON0736;SPC WI S     -   218,717.991   538,249.191   MT  0.99998114   -0 31 43.4
 ON0736;SPC WI S     -   717,577.28  1,765,905.89   sFT  0.99998114   -0 31 43.4
 ON0736;UTM  15      - 4,870,538.842   678,932.333   MT  0.99999380   +1 32 56.1
 ON0736
 ON0736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0736!SPC WI S     -   0.99996681  x   0.99998114  =   0.99994795
 ON0736!UTM  15      -   0.99996681  x   0.99999380  =   0.99996061
 ON0736
 ON0736                          SUPERSEDED SURVEY CONTROL
 ON0736
 ON0736  NAVD 88 (04/28/99)  244.86   (m)          803.3    (f) LEVELING    3  
 ON0736
 ON0736.Superseded values are not recommended for survey control.
 ON0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0736.See file dsdata.txt to determine how the superseded data were derived.
 ON0736
 ON0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7893270539(NAD 83)
 ON0736_MARKER: F = FLANGE-ENCASED ROD
 ON0736_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ON0736_SP_SET: STAINLESS STEEL ROD
 ON0736_STAMPING: H 230 1985
 ON0736_MARK LOGO: NGS   
 ON0736_PROJECTION: FLUSH
 ON0736_MAGNETIC: I = MARKER IS A STEEL ROD
 ON0736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON0736+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2006
 ON0736_ROD/PIPE-DEPTH: 30.5 meters
 ON0736
 ON0736  HISTORY     - Date     Condition        Report By
 ON0736  HISTORY     - 1985     MONUMENTED       NGS
 ON0736  HISTORY     - 19971208 GOOD             NGS
 ON0736  HISTORY     - 20020723 GOOD             WIDT
 ON0736  HISTORY     - 2004     GOOD             WIDT
 ON0736  HISTORY     - 20060421 GOOD             JCLS
 ON0736
 ON0736                          STATION DESCRIPTION
 ON0736
 ON0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ON0736'5.7 KM (3.55 MI) EAST FROM SPARTA.
 ON0736'5.7 KM (3.55 MI) EASTERLY ALONG STATE HIGHWAY 21 FROM ITS JUNCTION
 ON0736'WITH STATE HIGHWAY 16 IN SPARTA, 28.2 M (92.5 FT) SOUTHWEST OF THE
 ON0736'CENTERLINE OF THE HIGHWAY, 9.7 M (31.8 FT) SOUTHWEST OF THE CENTER OF
 ON0736'CINDER AVENUE, AND 0.8 M (2.6 FT) NORTHWEST OF THE SOUTHEAST END OF A
 ON0736'FENCE LINE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 ON0736'CAP.
 ON0736'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 ON0736'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 ON0736
 ON0736                          STATION RECOVERY (1997)
 ON0736
 ON0736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 ON0736'THE STATION IS LOCATED ABOUT 2 KM (1.25 MI) NORTHEAST OF SPARTA, IN
 ON0736'GRASS ALONG THE SOUTH SIDE OF HIGHWAY 21 AND A Y-JUNCTION TO THE EAST,
 ON0736'JUST WEST OF A GOLF DRIVING RANGE, AND ABOUT 100 M (328.1 FT)
 ON0736'NORTHWEST OF A BROWN BRICK BUILDING, AND IN THE RIGHT-OF-WAY.
 ON0736'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH FROM THE
 ON0736'OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 90 AND STATE HIGHWAY 16
 ON0736'ABOUT 4 KM (2.50 MI) EAST OF SPARTA (EXIT 28) , GO WEST ON HIGHWAY 16
 ON0736'FOR 3.38 KM (2.10 MI) TO THE JUNCTION OF STATE HIGHWAYS 21 AND 71.
 ON0736'TURN RIGHT AND GO NORTH ON HIGHWAY 21 (WATER STREET) FOR 1.13 KM (0.70
 ON0736'MI) TO A PAVED CROSSROAD (MONTGOMERY STREET) WHERE HIGHWAY 21 TURNS
 ON0736'EAST.  TURN RIGHT AND GO EAST ON HIGHWAY 21 FOR 0.72 KM (0.45 MI) TO A
 ON0736'PAVED CROSSROAD (ANGELO ROAD) WHERE HIGWAY 21 TURNS NORTH.  TURN LEFT
 ON0736'AND GO NORTH THEN NORTHEAST ON HIGHWAY 21 FOR 3.57 KM (2.20 MI) TO A
 ON0736'PAVED Y-JUNCTION ON THE RIGHT AND THE STATION ON THE RIGHT.  THE
 ON0736'STATION IS A CENTERPUNCH IN THE TOP CENTER OF A STAINLESS STEEL ROD
 ON0736'ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE
 ON0736'SET FLUSH WITH THE GROUND.  IT IS 40.1 M (131.6 FT) WEST-NORTHWEST OF
 ON0736'A 1 M (3.3 FT) TALL TELEPHONE CABLE JUNCTION POST NUMBER ANGL 3200 1,
 ON0736'28.8 M (94.5 FT) SOUTH OF AND ABOUT 0.5 M (1.6 FT) LOWER THAN THE
 ON0736'HIGHWAY CENTER AT A CURVE IN THE HIGHWAY, 19.8 M (65.0 FT) NORTH OF
 ON0736'THE NORTH LEG OF STEEL SIGN--WESTERN WISCONSIN TECHNICAL
 ON0736'COLLEGE/SPARTA CAMPUS, 16.3 M (53.5 FT) WEST-NORTHWEST OF A STEEL POST
 ON0736'WITH CABLE WARNING SIGN, 10.7 M (35.1 FT) SOUTH-SOUTHWEST OF THE PAVED
 ON0736'ROAD CENTER, AND 0.3 M (1.0 FT) NORTH-NORTHEAST OF A FIBERGLASS
 ON0736'WITNESS POST.
 ON0736
 ON0736                          STATION RECOVERY (2002)
 ON0736
 ON0736'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (GRS)
 ON0736'RECOVERED IN GOOD CONDITION.
 ON0736
 ON0736                          STATION RECOVERY (2004)
 ON0736
 ON0736'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 ON0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 5.7 KM (3.55 MI) EAST FROM
 ON0736'SPARTA. 5.7 KM (3.55 MI) EASTERLY ALONG STATE HIGHWAY 21 FROM ITS
 ON0736'JUNCTION WITH STATE HIGHWAY 16 IN SPARTA, 28.2 M (92.5 FT) SOUTHWEST
 ON0736'OF THE CENTERLINE OF THE HIGHWAY, 9.7 M (31.8 FT) SOUTHWEST OF THE
 ON0736'CENTER OF CINDER AVENUE, AND 0.8 M (2.6 FT) NORTHWEST OF THE SOUTHEAST
 ON0736'END OF A FENCE LINE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 ON0736'5-INCH (13 CM) LOGO CAP. THE MARK IS 0.3 M (1.0 FT) NORTHEAST FROM A
 ON0736'WITNESS POST AND FENCE THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 ON0736' 
 ON0736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM) THE STATION IS
 ON0736'LOCATED ABOUT 2 KM (1.25 MI) NORTHEAST OF SPARTA, IN GRASS ALONG THE
 ON0736'SOUTH SIDE OF HIGHWAY 21 AND A Y-JUNCTION TO THE EAST, JUST WEST OF A
 ON0736'GOLF DRIVING RANGE, AND ABOUT 100 M (328.1 FT) NORTHWEST OF A BROWN
 ON0736'BRICK BUILDING, AND IN THE RIGHT-OF-WAY. OWNERSHIP--WISCONSIN
 ON0736'DEPARTMENT OF TRANSPORTATION.  TO REACH FROM THE OVERPASS AT THE
 ON0736'JUNCTION OF INTERSTATE HIGHWAY 90 AND STATE HIGHWAY 16 ABOUT 4 KM
 ON0736'(2.50 MI) EAST OF SPARTA (EXIT 28) , GO WEST ON HIGHWAY 16 FOR 3.38 KM
 ON0736'(2.10 MI) TO THE JUNCTION OF STATE HIGHWAYS 21 AND 71. TURN RIGHT AND
 ON0736'GO NORTH ON HIGHWAY 21 (WATER STREET) FOR 1.13 KM (0.70 MI) TO A PAVED
 ON0736'CROSSROAD (MONTGOMERY STREET) WHERE HIGHWAY 21 TURNS EAST.  TURN RIGHT
 ON0736'AND GO EAST ON HIGHWAY 21 FOR 0.72 KM (0.45 MI) TO A PAVED CROSSROAD
 ON0736'(ANGELO ROAD) WHERE HIGWAY 21 TURNS NORTH.  TURN LEFT AND GO NORTH
 ON0736'THEN NORTHEAST ON HIGHWAY 21 FOR 3.57 KM (2.20 MI) TO A PAVED
 ON0736'Y-JUNCTION ON THE RIGHT AND THE STATION ON THE RIGHT.  THE STATION IS
 ON0736'A CENTERPUNCH IN THE TOP CENTER OF A STAINLESS STEEL ROD ENCASED IN A
 ON0736'12.7 CM (5 INCH) PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET
 ON0736'FLUSH WITH THE GROUND.  IT IS 40.1 M (131.6 FT) WEST-NORTHWEST OF A 1
 ON0736'M (3.3 FT) TALL TELEPHONE CABLE JUNCTION POST NUMBER ANGL 3200 1, 28.8
 ON0736'M (94.5 FT) SOUTH OF AND ABOUT 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY
 ON0736'CENTER AT A CURVE IN THE HIGHWAY, 19.8 M (65.0 FT) NORTH OF THE NORTH
 ON0736'LEG OF STEEL SIGN--WESTERN WISCONSIN TECHNICAL COLLEGE/SPARTA CAMPUS,
 ON0736'16.3 M (53.5 FT) WEST-NORTHWEST OF A STEEL POST WITH CABLE WARNING
 ON0736'SIGN, 10.7 M (35.1 FT) SOUTH-SOUTHWEST OF THE PAVED ROAD CENTER, AND
 ON0736'0.3 M (1.0 FT) NORTH-NORTHEAST OF A FIBERGLASS WITNESS POST.
 ON0736' 
 ON0736'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (GRS) RECOVERED IN GOOD
 ON0736'CONDITION.
 ON0736' 
 ON0736'RECOVERED AS DESCRIBED.
 ON0736
 ON0736                          STATION RECOVERY (2006)
 ON0736
 ON0736'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 ON0736'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0717 ***********************************************************************
 ON0717  DESIGNATION -  H 231
 ON0717  PID         -  ON0717
 ON0717  STATE/COUNTY-  WI/LA CROSSE
 ON0717  USGS QUAD   -  WEST SALEM (1993)
 ON0717
 ON0717                         *CURRENT SURVEY CONTROL
 ON0717  ___________________________________________________________________
 ON0717* NAD 83(1986)-  43 53 07.     (N)    091 06 47.     (W)     SCALED    
 ON0717* NAVD 88     -       207.215  (meters)     679.84   (feet)  ADJUSTED  
 ON0717  ___________________________________________________________________
 ON0717  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 ON0717  DYNAMIC HT  -         207.176 (meters)     679.71  (feet)  COMP
 ON0717  MODELED GRAV-     980,424.1   (mgal)                       NAVD 88
 ON0717
 ON0717  VERT ORDER  -  FIRST     CLASS II
 ON0717
 ON0717.The horizontal coordinates were scaled from a topographic map and have
 ON0717.an estimated accuracy of +/- 6 seconds.
 ON0717
 ON0717.The orthometric height was determined by differential leveling
 ON0717.and adjusted by the National Geodetic Survey in June 1991..
 ON0717
 ON0717.The geoid height was determined by GEOID03.
 ON0717
 ON0717.The dynamic height is computed by dividing the NAVD 88
 ON0717.geopotential number by the normal gravity value computed on the
 ON0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0717.degrees latitude (g = 980.6199 gals.).
 ON0717
 ON0717.The modeled gravity was interpolated from observed gravity values.
 ON0717
 ON0717;                    North         East    Units  Estimated Accuracy
 ON0717;SPC WI S     -   210,040.      510,560.      MT  (+/- 180 meters Scaled)
 ON0717
 ON0717                          SUPERSEDED SURVEY CONTROL
 ON0717
 ON0717.No superseded survey control is available for this station.
 ON0717
 ON0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ515608(NAD 83)
 ON0717_MARKER: F = FLANGE-ENCASED ROD
 ON0717_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ON0717_SP_SET: STAINLESS STEEL ROD
 ON0717_STAMPING: H 231 1985
 ON0717_MARK LOGO: NGS   
 ON0717_PROJECTION: FLUSH
 ON0717_MAGNETIC: I = MARKER IS A STEEL ROD
 ON0717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0717_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0717+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2002
 ON0717_ROD/PIPE-DEPTH: 12.2 meters
 ON0717
 ON0717  HISTORY     - Date     Condition        Report By
 ON0717  HISTORY     - 1985     MONUMENTED       NGS
 ON0717  HISTORY     - 20021008 GOOD             WIDT
 ON0717  HISTORY     - 20030520 GOOD             USPSQD
 ON0717
 ON0717                          STATION DESCRIPTION
 ON0717
 ON0717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ON0717'17.8 KM (11.05 MI) EAST FROM LA CROSSE.
 ON0717'6.7 KM (4.15 MI) NORTH ALONG U.S. HIGHWAY 53 FROM ITS JUNCTION WITH
 ON0717'U.S. HIGHWAYS 14 AND 16 IN LA CROSSE, THENCE 11.1 KM (6.9 MI) EASTERLY
 ON0717'ALONG INTERSTATE HIGHWAY 90, 1.1 KM (0.7 MI) SOUTHWEST OF THE
 ON0717'INTERSECTION OF STATE HIGHWAY B, 33.6 M (110.2 FT) NORTHWEST OF THE
 ON0717'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 27.3 M (89.6 FT)
 ON0717'NORTHWEST OF MILEPOST 10, 25.3 M (83.0 FT) SOUTHWEST OF A FENCE POST
 ON0717'WITH TWO METAL PIPE SUPPORTS AND THE WEST END OF A CUT BANK, AND
 ON0717'13.5 M (44.3 FT) SOUTHEAST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM
 ON0717'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 ON0717'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 ON0717'THE MARK IS 2.6 M BELOW THE HIGHWAY.
 ON0717
 ON0717                          STATION RECOVERY (2002)
 ON0717
 ON0717'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (DJH)
 ON0717'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 ON0717'STATION FROM THE JUNCTION OF INTERSTATE 90 WITH COUNTY HIGHWAY C (EXIT
 ON0717'12) ON THE NORTH SIDE OF LA CROSSE, GO WEST OF INTERSTATE 90 FOR 1.7
 ON0717'MI (2.74 KM) AND THE STATION ON THE RIGHT.  THE STATION IS A NATIONAL
 ON0717'GEODETIC SURVEY STEEL ROD WITH LOGO CAP VERTICAL CONTROL STATION ABOUT
 ON0717'2 M (6.6 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 35.0 M (114.8
 ON0717'FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE WESTBOUND LANES FOR
 ON0717'INTERSTATE 90, 44.2 M (145.0 FT) EAST OF THE NORTHERN MOST POST FOR A
 ON0717'BILLBOARD, 25.0 M (82.0 FT) NORTH-NORTHWEST OF A WOOD POST FOR MILE
 ON0717'POST 10, 20 M (65.6 FT) SOUTHEAST OF THE CENTERLINE OF A PRIVATE DIRT
 ON0717'ROAD, 19.1 M (62.7 FT) SOUTH OF POWER POLE --9404 JR18--, 0.3 M (1.0
 ON0717'FT) SOUTH OF A RIGHT OF WAY FENCE AND 0.3 M (1.0 FT) SOUTH OF AN
 ON0717'ORANGE FIBERGLASS WITNESS POST.   ---NOTE---THIS STATION IS NOT
 ON0717'SUITABLE FOR GPS OBSERVATION DUE TO TREES OVERHEAD.
 ON0717
 ON0717                          STATION RECOVERY (2003)
 ON0717
 ON0717'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 ON0717'RECOVERED IN GOOD CONDITION.  A TREE TO THE NORTH MAY OBSTRUCT
 ON0717'SATELLITE OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0401 ***********************************************************************
 QL0401  DESIGNATION -  H 24
 QL0401  PID         -  QL0401
 QL0401  STATE/COUNTY-  WI/MARINETTE
 QL0401  USGS QUAD   -  PEMBINE (1982)
 QL0401
 QL0401                         *CURRENT SURVEY CONTROL
 QL0401  ___________________________________________________________________
 QL0401* NAD 83(1986)-  45 38 05.     (N)    087 59 33.     (W)     SCALED    
 QL0401* NAVD 88     -       296.001  (meters)     971.13   (feet)  ADJUSTED  
 QL0401  ___________________________________________________________________
 QL0401  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 QL0401  DYNAMIC HT  -         295.989 (meters)     971.09  (feet)  COMP
 QL0401  MODELED GRAV-     980,565.2   (mgal)                       NAVD 88
 QL0401
 QL0401  VERT ORDER  -  SECOND    CLASS 0
 QL0401
 QL0401.The horizontal coordinates were scaled from a topographic map and have
 QL0401.an estimated accuracy of +/- 6 seconds.
 QL0401
 QL0401.The orthometric height was determined by differential leveling
 QL0401.and adjusted by the National Geodetic Survey in June 1991..
 QL0401
 QL0401.The geoid height was determined by GEOID03.
 QL0401
 QL0401.The dynamic height is computed by dividing the NAVD 88
 QL0401.geopotential number by the normal gravity value computed on the
 QL0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0401.degrees latitude (g = 980.6199 gals.).
 QL0401
 QL0401.The modeled gravity was interpolated from observed gravity values.
 QL0401
 QL0401;                    North         East    Units  Estimated Accuracy
 QL0401;SPC WI C     -   202,110.      756,520.      MT  (+/- 180 meters Scaled)
 QL0401
 QL0401                          SUPERSEDED SURVEY CONTROL
 QL0401
 QL0401  NGVD 29 (??/??/92)  296.006  (m)          971.15   (f) ADJ UNCH    2 0
 QL0401
 QL0401.Superseded values are not recommended for survey control.
 QL0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0401.See file dsdata.txt to determine how the superseded data were derived.
 QL0401
 QL0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR226539(NAD 83)
 QL0401_MARKER: DB = BENCH MARK DISK
 QL0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0401_STAMPING: H 24 1934
 QL0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0401+STABILITY: SURFACE MOTION
 QL0401
 QL0401  HISTORY     - Date     Condition        Report By
 QL0401  HISTORY     - 1934     MONUMENTED       CGS
 QL0401  HISTORY     - 20010331 MARK NOT FOUND   NGS
 QL0401  HISTORY     - 20051115 MARK NOT FOUND   WIDT
 QL0401
 QL0401                          STATION DESCRIPTION
 QL0401
 QL0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QL0401'AT PEMBINE.
 QL0401'AT PEMBINE, MARINETTE COUNTY, AT THE PEMBINE STATE BANK, 12 FEET
 QL0401'NORTH OF THE CENTER OF THE BUILDING, 4 FEET WEST OF THE BUILDING,
 QL0401'AND 4 FEET EAST OF THE SIDEWALK.  A STANDARD DISK, STAMPED
 QL0401'H 24 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QL0401
 QL0401                          STATION RECOVERY (2001)
 QL0401
 QL0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QL0401'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QL0401
 QL0401                          STATION RECOVERY (2005)
 QL0401
 QL0401'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QL0401'MARK NOT FOUND.   ADD THE AREA HAS LARGE LANDSCAPING BOULDERS IN THE
 QL0401'AREA OF THE STATION.  NOTE  A NEW HAND HELD POSITION FOR THE BANK IS
 QL0401'AS FOLLOWS N45 38 04, W87 59 27.  NOTE2 THE BANK IS NOW OCCUPIED AS A
 QL0401'TAVERN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0163 ***********************************************************************
 QM0163  DESIGNATION -  H 25
 QM0163  PID         -  QM0163
 QM0163  STATE/COUNTY-  WI/FOREST
 QM0163  USGS QUAD   -  NEWALD (1981)
 QM0163
 QM0163                         *CURRENT SURVEY CONTROL
 QM0163  ___________________________________________________________________
 QM0163* NAD 83(1986)-  45 39 30.     (N)    088 38 07.     (W)     SCALED    
 QM0163* NAVD 88     -       457.676  (meters)    1501.56   (feet)  ADJUSTED  
 QM0163  ___________________________________________________________________
 QM0163  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 QM0163  DYNAMIC HT  -         457.651 (meters)    1501.48  (feet)  COMP
 QM0163  MODELED GRAV-     980,546.8   (mgal)                       NAVD 88
 QM0163
 QM0163  VERT ORDER  -  SECOND    CLASS 0
 QM0163
 QM0163.The horizontal coordinates were scaled from a topographic map and have
 QM0163.an estimated accuracy of +/- 6 seconds.
 QM0163
 QM0163.The orthometric height was determined by differential leveling
 QM0163.and adjusted by the National Geodetic Survey in June 1991..
 QM0163
 QM0163.The geoid height was determined by GEOID03.
 QM0163
 QM0163.The dynamic height is computed by dividing the NAVD 88
 QM0163.geopotential number by the normal gravity value computed on the
 QM0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0163.degrees latitude (g = 980.6199 gals.).
 QM0163
 QM0163.The modeled gravity was interpolated from observed gravity values.
 QM0163
 QM0163;                    North         East    Units  Estimated Accuracy
 QM0163;SPC WI N     -    55,560.      706,360.      MT  (+/- 180 meters Scaled)
 QM0163
 QM0163                          SUPERSEDED SURVEY CONTROL
 QM0163
 QM0163  NGVD 29 (??/??/92)  457.666  (m)         1501.53   (f) ADJ UNCH    2 0
 QM0163
 QM0163.Superseded values are not recommended for survey control.
 QM0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0163.See file dsdata.txt to determine how the superseded data were derived.
 QM0163
 QM0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR726573(NAD 83)
 QM0163_MARKER: DB = BENCH MARK DISK
 QM0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0163_STAMPING: H 25 1934
 QM0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0163+STABILITY: SURFACE MOTION
 QM0163_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0163+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2005
 QM0163
 QM0163  HISTORY     - Date     Condition        Report By
 QM0163  HISTORY     - 1934     MONUMENTED       CGS
 QM0163  HISTORY     - 1971     GOOD             USGS
 QM0163  HISTORY     - 20051114 GOOD             WIDT
 QM0163
 QM0163                          STATION DESCRIPTION
 QM0163
 QM0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QM0163'0.4 MI N FROM CAVOUR.
 QM0163'0.4 MILE NORTH ALONG STATE HIGHWAY 139 FROM CAVOUR, FOREST
 QM0163'COUNTY AT THE JUNCTION OF A HIGHWAY LEADING WEST, 25 FEET SOUTH
 QM0163'OF THE CENTERLINE OF STATE HIGHWAY 139, 4 FEET SOUTH OF A GATE
 QM0163'POST, AND 1 FOOT WEST OF A FENCE.  A STANDARD DISK, STAMPED
 QM0163'H 25 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QM0163
 QM0163                          STATION RECOVERY (1971)
 QM0163
 QM0163'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 QM0163'RECOVERED IN GOOD CONDITION.
 QM0163
 QM0163                          STATION RECOVERY (2005)
 QM0163
 QM0163'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0163'RECOVERED IN GOOD CONDITION.  THE STATION IS 17.5 M NORTHEAST OF POWER
 QM0163'POLE  3715-29R5--, 8.5 M EAST OF THE CENTERLINE OF ROSS LAKE ROAD, 6.1
 QM0163'M SOUTH OF THE EXTENDED CENTERLINE OF CEMETERY ROAD, 4.4 M NORTHWEST
 QM0163'OF THE NORTHWEST CORNER OF THE GRAVE STONE FOR BESSIE SUTHERLIN,
 QM0163'3.7 M SOUTH OF THE CENTERLINE OF THE GRAVEL DRIVEWAY TO THE CEMETERY,
 QM0163'1.0 M WEST OF AN ORANGE FIBERGLASS WITNESS POST, AND PROTRUDES 15 CM
 QM0163'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0381 ***********************************************************************
 QL0381  DESIGNATION -  H 26
 QL0381  PID         -  QL0381
 QL0381  STATE/COUNTY-  WI/MARINETTE
 QL0381  USGS QUAD   -  AMBERG (1982)
 QL0381
 QL0381                         *CURRENT SURVEY CONTROL
 QL0381  ___________________________________________________________________
 QL0381* NAD 83(1986)-  45 34 19.     (N)    087 59 49.     (W)     SCALED    
 QL0381* NAVD 88     -       290.119  (meters)     951.83   (feet)  ADJUSTED  
 QL0381  ___________________________________________________________________
 QL0381  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 QL0381  DYNAMIC HT  -         290.103 (meters)     951.78  (feet)  COMP
 QL0381  MODELED GRAV-     980,555.5   (mgal)                       NAVD 88
 QL0381
 QL0381  VERT ORDER  -  SECOND    CLASS 0
 QL0381
 QL0381.The horizontal coordinates were scaled from a topographic map and have
 QL0381.an estimated accuracy of +/- 6 seconds.
 QL0381
 QL0381.The orthometric height was determined by differential leveling
 QL0381.and adjusted by the National Geodetic Survey in June 1991..
 QL0381
 QL0381.The geoid height was determined by GEOID03.
 QL0381
 QL0381.The dynamic height is computed by dividing the NAVD 88
 QL0381.geopotential number by the normal gravity value computed on the
 QL0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0381.degrees latitude (g = 980.6199 gals.).
 QL0381
 QL0381.The modeled gravity was interpolated from observed gravity values.
 QL0381
 QL0381;                    North         East    Units  Estimated Accuracy
 QL0381;SPC WI C     -   195,130.      756,340.      MT  (+/- 180 meters Scaled)
 QL0381
 QL0381                          SUPERSEDED SURVEY CONTROL
 QL0381
 QL0381  NGVD 29 (??/??/92)  290.122  (m)          951.84   (f) ADJ UNCH    2 0
 QL0381
 QL0381.Superseded values are not recommended for survey control.
 QL0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0381.See file dsdata.txt to determine how the superseded data were derived.
 QL0381
 QL0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR222469(NAD 83)
 QL0381_MARKER: DB = BENCH MARK DISK
 QL0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0381_STAMPING: H 26 1934
 QL0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0381+STABILITY: SURFACE MOTION
 QL0381
 QL0381  HISTORY     - Date     Condition        Report By
 QL0381  HISTORY     - 1934     MONUMENTED       CGS
 QL0381  HISTORY     - 1958     MARK NOT FOUND   NGS
 QL0381  HISTORY     - 1963     GOOD             USGS
 QL0381  HISTORY     - 20010331 MARK NOT FOUND   NGS
 QL0381  HISTORY     - 20040423 MARK NOT FOUND   GEOCAC
 QL0381  HISTORY     - 20051128 MARK NOT FOUND   WIDT
 QL0381
 QL0381                          STATION DESCRIPTION
 QL0381
 QL0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QL0381'4.4 MI S FROM PEMBINE.
 QL0381'4.4 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QL0381'PACIFIC RAILROAD FROM THE STATION AT PEMBINE, MARINETTE COUNTY,
 QL0381'5 FEET SOUTH OF MILEPOST 273, 21 FEET EAST OF THE CENTERLINE
 QL0381'OF THE MAIN TRACK, AND 45 FEET WEST OF THE CENTERLINE OF U.S.
 QL0381'HIGHWAY 141.  A STANDARD DISK, STAMPED H 26 1934 AND SET IN
 QL0381'THE TOP OF A CONCRETE POST.  NOTE-- 61 FT S OF MILEPOST 273,
 QL0381'24 1/2 FT E OF CENTERLINE MAINLINE RR TRACK AND 114 FT W OF
 QL0381'CENTERLINE U.S. HIGHWAY 141.
 QL0381
 QL0381                          STATION RECOVERY (1963)
 QL0381
 QL0381'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 QL0381'RECOVERED IN GOOD CONDITION.
 QL0381
 QL0381                          STATION RECOVERY (2001)
 QL0381
 QL0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QL0381'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QL0381
 QL0381                          STATION RECOVERY (2004)
 QL0381
 QL0381'RECOVERY NOTE BY GEOCACHING 2004 (RFC)
 QL0381'MARK NOT FOUND.
 QL0381
 QL0381                          STATION RECOVERY (2005)
 QL0381
 QL0381'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QL0381'MARK NOT FOUND.  ADD THE PUBLISHED DISTANCES FROM THE TRACK AND THE
 QL0381'HIGHWAY INTERSECT AT A POINT BETWEEN THE REMAINS OF TWO TELEGRAPH
 QL0381'POLES, BUT NO EVIDENCE OF THE STATION WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0375 ***********************************************************************
 PN0375  DESIGNATION -  H 28
 PN0375  PID         -  PN0375
 PN0375  STATE/COUNTY-  WI/SHAWANO
 PN0375  USGS QUAD   -  BIRNAMWOOD (1982)
 PN0375
 PN0375                         *CURRENT SURVEY CONTROL
 PN0375  ___________________________________________________________________
 PN0375* NAD 83(1986)-  44 57 30.     (N)    089 13 20.     (W)     SCALED    
 PN0375* NAVD 88     -       405.682  (meters)    1330.97   (feet)  ADJUSTED  
 PN0375  ___________________________________________________________________
 PN0375  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 PN0375  DYNAMIC HT  -         405.618 (meters)    1330.77  (feet)  COMP
 PN0375  MODELED GRAV-     980,447.7   (mgal)                       NAVD 88
 PN0375
 PN0375  VERT ORDER  -  SECOND    CLASS 0
 PN0375
 PN0375.The horizontal coordinates were scaled from a topographic map and have
 PN0375.an estimated accuracy of +/- 6 seconds.
 PN0375
 PN0375.The orthometric height was determined by differential leveling
 PN0375.and adjusted by the National Geodetic Survey in June 1991..
 PN0375
 PN0375.The geoid height was determined by GEOID03.
 PN0375
 PN0375.The dynamic height is computed by dividing the NAVD 88
 PN0375.geopotential number by the normal gravity value computed on the
 PN0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0375.degrees latitude (g = 980.6199 gals.).
 PN0375
 PN0375.The modeled gravity was interpolated from observed gravity values.
 PN0375
 PN0375;                    North         East    Units  Estimated Accuracy
 PN0375;SPC WI C     -   125,300.      661,370.      MT  (+/- 180 meters Scaled)
 PN0375
 PN0375                          SUPERSEDED SURVEY CONTROL
 PN0375
 PN0375  NGVD 29 (??/??/92)  405.691  (m)         1331.00   (f) ADJ UNCH    2 0
 PN0375
 PN0375.Superseded values are not recommended for survey control.
 PN0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0375.See file dsdata.txt to determine how the superseded data were derived.
 PN0375
 PN0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ247807(NAD 83)
 PN0375_MARKER: DB = BENCH MARK DISK
 PN0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0375+STABILITY: SURFACE MOTION
 PN0375
 PN0375  HISTORY     - Date     Condition        Report By
 PN0375  HISTORY     - UNK      MONUMENTED       CGS
 PN0375  HISTORY     - 1934     GOOD             NGS
 PN0375  HISTORY     - 20050708 POOR             WIDT
 PN0375
 PN0375                          STATION DESCRIPTION
 PN0375
 PN0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PN0375'2.1 MI N FROM BIRNAMWOOD.
 PN0375'ALONG CHICAGO AND NORTH-WESTERN RY., 0.1 MILE S. OF MP 194.
 PN0375'MARK IS AT S. END OF CUT, 9 YDS. W. OF CENTERLINE OF TRACK, 6
 PN0375'YDS. E. OF FENCE AND 17 YDS. S. OF CENTERLINE OF FARM CROSSING.
 PN0375
 PN0375                          STATION RECOVERY (2005)
 PN0375
 PN0375'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0375'RECOVERED IN POOR CONDITION.  ADD-- THE STATION IS 17.4 M SOUTH OF THE
 PN0375'CENTERLINE OF FARM CROSSING, 8.5 M WEST OF THE CENTERLINE OF ABANDONED
 PN0375'RAILROAD GRADE, 0.3 M EAST OF AN ORANGE FIBERGLASS WITNESS POST AND
 PN0375'THE MONUMENT PROTRUDES 34 CM ABOVE THE GROUND.  THE MONUMENT APPEARS
 PN0375'TO HAVE BEEN HIT BY A LOG SKIDDER AND THEN STOOD BACK UP, IT IS NOT
 PN0375'STABLE AND CAN EASILY BE MOVED WITH MINIMAL FORCE.
 PN0375' NOTE--THE STATION IS LOCATED ON THE PRIVATE PROPERTY OF FLOYD RESCH.
 PN0375'ACCESS TO THE STATION IS OBTAINED THROUGH A LOCKED GATE AT THE WEST
 PN0375'END OF CARDINAL LANE.  CONTACT FLOYD RESCH AT BIRNAMWOOD TILE AND
 PN0375'MARBLE (715) 449-2561 TO UNLOCK THE GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0322 ***********************************************************************
 QM0322  DESIGNATION -  H 29
 QM0322  PID         -  QM0322
 QM0322  STATE/COUNTY-  WI/ONEIDA
 QM0322  USGS QUAD   -  ELCHO (1973)
 QM0322
 QM0322                         *CURRENT SURVEY CONTROL
 QM0322  ___________________________________________________________________
 QM0322* NAD 83(1986)-  45 29 02.     (N)    089 09 56.     (W)     SCALED    
 QM0322* NAVD 88     -       490.186  (meters)    1608.22   (feet)  ADJUSTED  
 QM0322  ___________________________________________________________________
 QM0322  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 QM0322  DYNAMIC HT  -         490.137 (meters)    1608.06  (feet)  COMP
 QM0322  MODELED GRAV-     980,501.4   (mgal)                       NAVD 88
 QM0322
 QM0322  VERT ORDER  -  SECOND    CLASS 0
 QM0322
 QM0322.The horizontal coordinates were scaled from a topographic map and have
 QM0322.an estimated accuracy of +/- 6 seconds.
 QM0322
 QM0322.The orthometric height was determined by differential leveling
 QM0322.and adjusted by the National Geodetic Survey in June 1991..
 QM0322
 QM0322.The geoid height was determined by GEOID03.
 QM0322
 QM0322.The dynamic height is computed by dividing the NAVD 88
 QM0322.geopotential number by the normal gravity value computed on the
 QM0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0322.degrees latitude (g = 980.6199 gals.).
 QM0322
 QM0322.The modeled gravity was interpolated from observed gravity values.
 QM0322
 QM0322;                    North         East    Units  Estimated Accuracy
 QM0322;SPC WI N     -    35,600.      665,240.      MT  (+/- 180 meters Scaled)
 QM0322
 QM0322                          SUPERSEDED SURVEY CONTROL
 QM0322
 QM0322  NGVD 29 (??/??/92)  490.167  (m)         1608.16   (f) ADJ UNCH    2 0
 QM0322
 QM0322.Superseded values are not recommended for survey control.
 QM0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0322.See file dsdata.txt to determine how the superseded data were derived.
 QM0322
 QM0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR307389(NAD 83)
 QM0322_MARKER: DB = BENCH MARK DISK
 QM0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0322+STABILITY: SURFACE MOTION
 QM0322
 QM0322  HISTORY     - Date     Condition        Report By
 QM0322  HISTORY     - UNK      MONUMENTED       CGS
 QM0322  HISTORY     - 1934     GOOD             NGS
 QM0322  HISTORY     - 1973     MARK NOT FOUND   USGS
 QM0322  HISTORY     - 20050818 MARK NOT FOUND   WIDT
 QM0322
 QM0322                          STATION DESCRIPTION
 QM0322
 QM0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QM0322'1.1 MI S FROM PELICAN LAKE.
 QM0322'ALONG CHICAGO AND NORTHWESTERN RY. AT CENTER OF PASSING TRACK
 QM0322'AT PRATT JUNCTION, 0.1 MILE N. OF MP 233.  MARK IS 7 YDS. E. OF
 QM0322'CENTER LINE OF MAIN TRACK, 3 YDS. E. OF RAIL RACK, 150 YDS. N.
 QM0322'OF CROSSING AND 250 YDS. S. OF JUNCTION.
 QM0322
 QM0322                          STATION RECOVERY (1973)
 QM0322
 QM0322'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 QM0322'MARK NOT FOUND.
 QM0322
 QM0322                          STATION RECOVERY (2005)
 QM0322
 QM0322'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0322'MARK NOT FOUND. ADD--THERE HAS BEEN AN EXTENSIVE AMOUNT OF DIRT MOVED
 QM0322'IN THE DESCRIBED AREA, NO EVIDENCE OF MONUMENT REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0011 ***********************************************************************
 NH0011  DESIGNATION -  H 3
 NH0011  PID         -  NH0011
 NH0011  STATE/COUNTY-  WI/RACINE
 NH0011  USGS QUAD   -  UNION GROVE (1971)
 NH0011
 NH0011                         *CURRENT SURVEY CONTROL
 NH0011  ___________________________________________________________________
 NH0011* NAD 83(1986)-  42 41 16.     (N)    088 03 03.     (W)     SCALED    
 NH0011* NAVD 88     -       237.974  (meters)     780.75   (feet)  ADJUSTED  
 NH0011  ___________________________________________________________________
 NH0011  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 NH0011  DYNAMIC HT  -         237.903 (meters)     780.52  (feet)  COMP
 NH0011  MODELED GRAV-     980,318.0   (mgal)                       NAVD 88
 NH0011
 NH0011  VERT ORDER  -  FIRST     CLASS II
 NH0011
 NH0011.The horizontal coordinates were scaled from a topographic map and have
 NH0011.an estimated accuracy of +/- 6 seconds.
 NH0011
 NH0011.The orthometric height was determined by differential leveling
 NH0011.and adjusted by the National Geodetic Survey in June 1991..
 NH0011
 NH0011.The geoid height was determined by GEOID03.
 NH0011
 NH0011.The dynamic height is computed by dividing the NAVD 88
 NH0011.geopotential number by the normal gravity value computed on the
 NH0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0011.degrees latitude (g = 980.6199 gals.).
 NH0011
 NH0011.The modeled gravity was interpolated from observed gravity values.
 NH0011
 NH0011;                    North         East    Units  Estimated Accuracy
 NH0011;SPC WI S     -    78,270.      759,730.      MT  (+/- 180 meters Scaled)
 NH0011
 NH0011                          SUPERSEDED SURVEY CONTROL
 NH0011
 NH0011  NGVD 29 (??/??/92)  238.053  (m)          781.01   (f) ADJ UNCH    1 2
 NH0011
 NH0011.Superseded values are not recommended for survey control.
 NH0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0011.See file dsdata.txt to determine how the superseded data were derived.
 NH0011
 NH0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN139266(NAD 83)
 NH0011_MARKER: DB = BENCH MARK DISK
 NH0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0011_STAMPING: 781.012 H 3 1930
 NH0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0011+STABILITY: SURFACE MOTION
 NH0011
 NH0011  HISTORY     - Date     Condition        Report By
 NH0011  HISTORY     - 1930     MONUMENTED       CGS
 NH0011  HISTORY     - 1957     GOOD             NGS
 NH0011  HISTORY     - 1957     MARK NOT FOUND   NGS
 NH0011
 NH0011                          STATION DESCRIPTION
 NH0011
 NH0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NH0011'AT UNION GROVE.
 NH0011'AT UNION GROVE, RACINE COUNTY, ON THE CHICAGO, MILWAUKEE, ST.
 NH0011'PAUL AND PACIFIC RAILROAD, 65 YARDS EAST OF THE STATION, 25 FEET
 NH0011'EAST OF THE CAUTION SIGNAL FOR THE CROSSING OF STATE HIGHWAY 75,
 NH0011'16 YARDS NORTH OF THE NORTH FACE OF A BRICK HOTEL BUILDING, AND
 NH0011'17.9 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD DISK, STAMPED
 NH0011'781.012 H 3 1930 AND SET IN THE TOP OF A CONCRETE POST.
 NH0011
 NH0011                          STATION RECOVERY (1957)
 NH0011
 NH0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 NH0011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0648 ***********************************************************************
 OM0648  DESIGNATION -  H 303
 OM0648  PID         -  OM0648
 OM0648  STATE/COUNTY-  WI/DANE
 OM0648  USGS QUAD   -  MIDDLETON (1983)
 OM0648
 OM0648                         *CURRENT SURVEY CONTROL
 OM0648  ___________________________________________________________________
 OM0648* NAD 83(1997)-  43 00 58.69065(N)    089 31 58.53135(W)     ADJUSTED  
 OM0648* NAVD 88     -       307.0    (meters)    1007.     (feet)  VERTCON   
 OM0648  ___________________________________________________________________
 OM0648  X           -      38,076.851 (meters)                     COMP
 OM0648  Y           -  -4,670,762.300 (meters)                     COMP
 OM0648  Z           -   4,329,012.384 (meters)                     COMP
 OM0648  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 OM0648  ELLIP HEIGHT-         272.96  (meters)          (06/17/02) GPS OBS
 OM0648  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 OM0648
 OM0648  HORZ ORDER  -  SECOND
 OM0648  ELLP ORDER  -  FOURTH    CLASS I
 OM0648
 OM0648.The horizontal coordinates were established by GPS observations
 OM0648.and adjusted by the National Geodetic Survey in June 2002..
 OM0648
 OM0648.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0648
 OM0648.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0648
 OM0648.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0648
 OM0648.The ellipsoidal height was determined by GPS observations
 OM0648.and is referenced to NAD 83.
 OM0648
 OM0648.The geoid height was determined by GEOID03.
 OM0648
 OM0648;                    North         East     Units Scale Factor Converg.
 OM0648;SPC WI S     -   113,008.216   638,073.733   MT  0.99995499   +0 19 15.3
 OM0648;SPC WI S     -   370,761.12  2,093,413.57   sFT  0.99995499   +0 19 15.3
 OM0648;UTM  16      - 4,765,738.741   293,595.258   MT  1.00012413   -1 43 42.9
 OM0648
 OM0648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0648!SPC WI S     -   0.99995720  x   0.99995499  =   0.99991219
 OM0648!UTM  16      -   0.99995720  x   1.00012413  =   1.00008132
 OM0648
 OM0648                          SUPERSEDED SURVEY CONTROL
 OM0648
 OM0648  NAD 83(1991)-  43 00 58.69017(N)    089 31 58.52993(W) AD(       ) 2
 OM0648  ELLIP H (11/21/91)  273.06   (m)                       GP(       ) 4 1
 OM0648  NAD 83(1986)-  43 00 58.68228(N)    089 31 58.53147(W) AD(       ) 2
 OM0648  NAD 27      -  43 00 58.69298(N)    089 31 58.09556(W) AD(       ) 2
 OM0648  NGVD 29 (07/12/88)  307.1    (m)         1008.     (f) GPS OBS        
 OM0648
 OM0648.Superseded values are not recommended for survey control.
 OM0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0648.See file dsdata.txt to determine how the superseded data were derived.
 OM0648
 OM0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9359565739(NAD 83)
 OM0648_MARKER: DD = SURVEY DISK
 OM0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0648_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0648+STABILITY: SURFACE MOTION
 OM0648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0648+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OM0648
 OM0648  HISTORY     - Date     Condition        Report By
 OM0648  HISTORY     - 1987     MONUMENTED       WIDT
 OM0648
 OM0648                          STATION DESCRIPTION
 OM0648
 OM0648'DESCRIBED BY WI DEPT OF TRANSP 1987 (REP)
 OM0648'THE STATION IS LOCATED ABOUT 11.3 KM (7.0 MI) SOUTHEAST OF MADISON,
 OM0648'4.8 KM (3.0 MI) SOUTH OF MIDDLETON AND 3.1 KM (1.9 MI) NORTH OF
 OM0648'VERONA.  OWNERSHIP--TOWN OF VERONA, HARLAND F DAHLK, CHAIRMAN, 6985
 OM0648'HARMONY DRIVE, VERONA WI 53593, PHONE 608-845-7047.
 OM0648'
 OM0648'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 18, 151,
 OM0648'STATE HIGHWAY 69, AND COUNTY HIGHWAY M IN VERONA, GO NORTH ON COUNTY
 OM0648'HIGHWAY M FOR 3.1 KM (1.9 MI) TO THE INTERSECTION OF COUNTY HIGHWAY
 OM0648'M AND COUNTY HIGHWAY PD.  TURN RIGHT ONTO COUNTY HIGHWAY PD GO LESS
 OM0648'THAN 0.1 KM (0.05 MI) TO RAYMOND ROAD ON THE LEFT.  THE STATION IS
 OM0648'JUST NORTHEAST OF THE INTERSECTION OF COUNTY HIGHWAY PD AND RAYMOND
 OM0648'ROAD.
 OM0648'
 OM0648'THE STATION IS A WISCONSIN DEPARTMENT OF TRANSPORTATION ALUMINUM
 OM0648'DISK THAT IS---UNSTAMPED---, SET INTO THE TOP OF A ROUND CONCRETE
 OM0648'MONUMENT 23 CM IN DIAMETER AND FLUSH WITH THE GROUND.
 OM0648'LOCATED 24.7 METERS (81.0 FT) NORTH FROM THE CENTERLINE OF COUNTY
 OM0648'HIGHWAY PD, 13.9 METERS NORTH-NORTHWEST FROM METAL SIGN POLE FOR
 OM0648'RAYMOND ROAD AND COUNTY TRUNK PD, AND 8.5 METERS (28.0 FT) EAST OF
 OM0648'CENTERLINE OF RAYMOND ROAD.
 OM0648'
 OM0648'DANE COUNTY, WISCONSIN 1987.
 OM0648'
 OM0648'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM0648'
 OM0648'DESCRIBED BY K.M. COALTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL0954 ***********************************************************************
 RL0954  DESIGNATION -  H 31
 RL0954  PID         -  RL0954
 RL0954  STATE/COUNTY-  WI/VILAS
 RL0954  USGS QUAD   -  STORMY LAKE (1982)
 RL0954
 RL0954                         *CURRENT SURVEY CONTROL
 RL0954  ___________________________________________________________________
 RL0954* NAD 83(1986)-  46 02 53.     (N)    089 15 34.     (W)     SCALED    
 RL0954* NAVD 88     -       508.427  (meters)    1668.06   (feet)  ADJUSTED  
 RL0954  ___________________________________________________________________
 RL0954  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 RL0954  DYNAMIC HT  -         508.420 (meters)    1668.04  (feet)  COMP
 RL0954  MODELED GRAV-     980,583.9   (mgal)                       NAVD 88
 RL0954
 RL0954  VERT ORDER  -  SECOND    CLASS 0
 RL0954
 RL0954.The horizontal coordinates were scaled from a topographic map and have
 RL0954.an estimated accuracy of +/- 6 seconds.
 RL0954
 RL0954.The orthometric height was determined by differential leveling
 RL0954.and adjusted by the National Geodetic Survey in June 1991..
 RL0954
 RL0954.The geoid height was determined by GEOID03.
 RL0954
 RL0954.The dynamic height is computed by dividing the NAVD 88
 RL0954.geopotential number by the normal gravity value computed on the
 RL0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0954.degrees latitude (g = 980.6199 gals.).
 RL0954
 RL0954.The modeled gravity was interpolated from observed gravity values.
 RL0954
 RL0954;                    North         East    Units  Estimated Accuracy
 RL0954;SPC WI N     -    98,230.      657,310.      MT  (+/- 180 meters Scaled)
 RL0954
 RL0954                          SUPERSEDED SURVEY CONTROL
 RL0954
 RL0954  NGVD 29 (??/??/92)  508.435  (m)         1668.09   (f) ADJ UNCH    2 0
 RL0954
 RL0954.Superseded values are not recommended for survey control.
 RL0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0954.See file dsdata.txt to determine how the superseded data were derived.
 RL0954
 RL0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS251018(NAD 83)
 RL0954_MARKER: DB = BENCH MARK DISK
 RL0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0954_STAMPING: H 31 1934
 RL0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0954+STABILITY: SURFACE MOTION
 RL0954
 RL0954  HISTORY     - Date     Condition        Report By
 RL0954  HISTORY     - 1934     MONUMENTED       CGS
 RL0954  HISTORY     - 1955     MARK NOT FOUND   NGS
 RL0954  HISTORY     - 19960620 MARK NOT FOUND   USPSQD
 RL0954  HISTORY     - 20010619 MARK NOT FOUND   USPSQD
 RL0954  HISTORY     - 20051005 MARK NOT FOUND   WIDT
 RL0954
 RL0954                          STATION DESCRIPTION
 RL0954
 RL0954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 RL0954'0.6 MI S FROM CONOVER.
 RL0954'0.6 MILE SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 RL0954'THE STATION AT CONOVER, VILAS COUNTY, 6 RAILS NORTH OF A ROAD
 RL0954'LEADING TO STORMY LAKE, AND 15 FEET EAST OF THE CENTERLINE OF
 RL0954'THE TRACK.  A STANDARD DISK, STAMPED H 31 1934 AND SET IN THE
 RL0954'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 RL0954
 RL0954                          STATION RECOVERY (1996)
 RL0954
 RL0954'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0954'MARK NOT FOUND.
 RL0954
 RL0954                          STATION RECOVERY (2001)
 RL0954
 RL0954'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0954'MARK NOT FOUND.
 RL0954
 RL0954                          STATION RECOVERY (2005)
 RL0954
 RL0954'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL0954'MARK NOT FOUND, ADD-- THE PUBLISHED DISTANCES INTERSECT AT A POINT,
 RL0954'BUT NO EVIDENCE OF THE STATION WAS RECOVERED.  NOTE THE TRACKS HAVE
 RL0954'BEEN REMOVED AND THE OLD RAIL BED IS NOW A SNOWMOBILE AND ATV TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0355 ***********************************************************************
 QM0355  DESIGNATION -  H 32
 QM0355  PID         -  QM0355
 QM0355  STATE/COUNTY-  WI/LINCOLN
 QM0355  USGS QUAD   -  MERRILL (1982)
 QM0355
 QM0355                         *CURRENT SURVEY CONTROL
 QM0355  ___________________________________________________________________
 QM0355* NAD 83(1986)-  45 11 24.     (N)    089 41 34.     (W)     SCALED    
 QM0355* NAVD 88     -       387.591  (meters)    1271.62   (feet)  ADJUSTED  
 QM0355  ___________________________________________________________________
 QM0355  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 QM0355  DYNAMIC HT  -         387.550 (meters)    1271.49  (feet)  COMP
 QM0355  MODELED GRAV-     980,500.6   (mgal)                       NAVD 88
 QM0355
 QM0355  VERT ORDER  -  SECOND    CLASS 0
 QM0355
 QM0355.The horizontal coordinates were scaled from a topographic map and have
 QM0355.an estimated accuracy of +/- 6 seconds.
 QM0355
 QM0355.The orthometric height was determined by differential leveling
 QM0355.and adjusted by the National Geodetic Survey in June 1991..
 QM0355
 QM0355.The geoid height was determined by GEOID03.
 QM0355
 QM0355.The dynamic height is computed by dividing the NAVD 88
 QM0355.geopotential number by the normal gravity value computed on the
 QM0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0355.degrees latitude (g = 980.6199 gals.).
 QM0355
 QM0355.The modeled gravity was interpolated from observed gravity values.
 QM0355
 QM0355;                    North         East    Units  Estimated Accuracy
 QM0355;SPC WI C     -   150,800.      624,140.      MT  (+/- 180 meters Scaled)
 QM0355
 QM0355                          SUPERSEDED SURVEY CONTROL
 QM0355
 QM0355  NGVD 29 (??/??/92)  387.596  (m)         1271.64   (f) ADJ UNCH    2 0
 QM0355
 QM0355.Superseded values are not recommended for survey control.
 QM0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0355.See file dsdata.txt to determine how the superseded data were derived.
 QM0355
 QM0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR884075(NAD 83)
 QM0355_MARKER: DB = BENCH MARK DISK
 QM0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0355_STAMPING: H 32 1934
 QM0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0355+STABILITY: SURFACE MOTION
 QM0355
 QM0355  HISTORY     - Date     Condition        Report By
 QM0355  HISTORY     - 1934     MONUMENTED       CGS
 QM0355  HISTORY     - 1951     MARK NOT FOUND   USGS
 QM0355
 QM0355                          STATION DESCRIPTION
 QM0355
 QM0355'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 QM0355'AT MERRILL.
 QM0355'AT MERRILL, LINCOLN COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL
 QM0355'AND PACIFIC RAILROAD, AT THE NORTH CITY LIMITS, 30 FEET SOUTH
 QM0355'OF A ROAD CROSSING, AND 15 FEET WEST OF THE CENTERLINE OF THE
 QM0355'TRACK.  NOTE-- THERE IS NO ROAD CROSSING VERY CLOSE TO THE
 QM0355'CITY LIMITS ON THE NORTH.  THERE HAS BEEN TRACK WORK AT SOME
 QM0355'PLACES AND POST COULD HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0380 ***********************************************************************
 QM0380  DESIGNATION -  H 33
 QM0380  PID         -  QM0380
 QM0380  STATE/COUNTY-  WI/LINCOLN
 QM0380  USGS QUAD   -  FROMM LOOKOUT TOWER (1978)
 QM0380
 QM0380                         *CURRENT SURVEY CONTROL
 QM0380  ___________________________________________________________________
 QM0380* NAD 83(1986)-  45 08 56.     (N)    089 53 58.     (W)     SCALED    
 QM0380* NAVD 88     -       427.588  (meters)    1402.85   (feet)  ADJUSTED  
 QM0380  ___________________________________________________________________
 QM0380  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 QM0380  DYNAMIC HT  -         427.539 (meters)    1402.68  (feet)  COMP
 QM0380  MODELED GRAV-     980,491.1   (mgal)                       NAVD 88
 QM0380
 QM0380  VERT ORDER  -  SECOND    CLASS 0
 QM0380
 QM0380.The horizontal coordinates were scaled from a topographic map and have
 QM0380.an estimated accuracy of +/- 6 seconds.
 QM0380
 QM0380.The orthometric height was determined by differential leveling
 QM0380.and adjusted by the National Geodetic Survey in June 1991..
 QM0380
 QM0380.The geoid height was determined by GEOID03.
 QM0380
 QM0380.The dynamic height is computed by dividing the NAVD 88
 QM0380.geopotential number by the normal gravity value computed on the
 QM0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0380.degrees latitude (g = 980.6199 gals.).
 QM0380
 QM0380.The modeled gravity was interpolated from observed gravity values.
 QM0380
 QM0380;                    North         East    Units  Estimated Accuracy
 QM0380;SPC WI C     -   146,190.      607,910.      MT  (+/- 180 meters Scaled)
 QM0380
 QM0380                          SUPERSEDED SURVEY CONTROL
 QM0380
 QM0380  NGVD 29 (??/??/92)  427.588  (m)         1402.85   (f) ADJ UNCH    2 0
 QM0380
 QM0380.Superseded values are not recommended for survey control.
 QM0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0380.See file dsdata.txt to determine how the superseded data were derived.
 QM0380
 QM0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR720035(NAD 83)
 QM0380_MARKER: DB = BENCH MARK DISK
 QM0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0380+STABILITY: SURFACE MOTION
 QM0380
 QM0380  HISTORY     - Date     Condition        Report By
 QM0380  HISTORY     - UNK      MONUMENTED       CGS
 QM0380  HISTORY     - 1934     GOOD             NGS
 QM0380  HISTORY     - 1950     MARK NOT FOUND   USGS
 QM0380
 QM0380                          STATION DESCRIPTION
 QM0380
 QM0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QM0380'3.9 MI W FROM CORNING.
 QM0380'3.9 MILES WEST ALONG STATE HIGHWAY 64, 25 FEET SOUTH OF CENTER
 QM0380'OF HIGHWAY, 30 FEET WEST OF SIDEROAD TO SOUTH, IN THE NORTHWEST
 QM0380'CORNER OF A FIELD EAST OF TWO-STORY FRAME HOUSE, 4 IN ABOVE
 QM0380'THE GROUND.
 QM0380
 QM0380                          STATION RECOVERY (1950)
 QM0380
 QM0380'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 QM0380'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0010 ***********************************************************************
 PO0010  DESIGNATION -  H 34
 PO0010  PID         -  PO0010
 PO0010  STATE/COUNTY-  WI/CLARK
 PO0010  USGS QUAD   -  ABBOTSFORD (1981)
 PO0010
 PO0010                         *CURRENT SURVEY CONTROL
 PO0010  ___________________________________________________________________
 PO0010* NAD 83(1986)-  44 54 19.     (N)    090 18 54.     (W)     SCALED    
 PO0010* NAVD 88     -       411.340  (meters)    1349.54   (feet)  ADJUSTED  
 PO0010  ___________________________________________________________________
 PO0010  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 PO0010  DYNAMIC HT  -         411.281 (meters)    1349.34  (feet)  COMP
 PO0010  MODELED GRAV-     980,462.7   (mgal)                       NAVD 88
 PO0010
 PO0010  VERT ORDER  -  SECOND    CLASS 0
 PO0010
 PO0010.The horizontal coordinates were scaled from a topographic map and have
 PO0010.an estimated accuracy of +/- 6 seconds.
 PO0010
 PO0010.The orthometric height was determined by differential leveling
 PO0010.and adjusted by the National Geodetic Survey in June 1991..
 PO0010
 PO0010.The geoid height was determined by GEOID03.
 PO0010
 PO0010.The dynamic height is computed by dividing the NAVD 88
 PO0010.geopotential number by the normal gravity value computed on the
 PO0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0010.degrees latitude (g = 980.6199 gals.).
 PO0010
 PO0010.The modeled gravity was interpolated from observed gravity values.
 PO0010
 PO0010;                    North         East    Units  Estimated Accuracy
 PO0010;SPC WI C     -   119,160.      575,120.      MT  (+/- 180 meters Scaled)
 PO0010
 PO0010                          SUPERSEDED SURVEY CONTROL
 PO0010
 PO0010  NGVD 29 (??/??/92)  411.342  (m)         1349.54   (f) ADJ UNCH    2 0
 PO0010
 PO0010.Superseded values are not recommended for survey control.
 PO0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0010.See file dsdata.txt to determine how the superseded data were derived.
 PO0010
 PO0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK119759(NAD 83)
 PO0010_MARKER: DB = BENCH MARK DISK
 PO0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0010_STAMPING: H 34 1934
 PO0010_MARK LOGO: CGS   
 PO0010_PROJECTION: FLUSH
 PO0010_MAGNETIC: N = NO MAGNETIC MATERIAL
 PO0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0010+STABILITY: SURFACE MOTION
 PO0010
 PO0010  HISTORY     - Date     Condition        Report By
 PO0010  HISTORY     - 1934     MONUMENTED       CGS
 PO0010  HISTORY     - 1956     GOOD             LOCSUR
 PO0010  HISTORY     - 19970822 POOR             NGS
 PO0010  HISTORY     - 20031030 MARK NOT FOUND   WIDT
 PO0010
 PO0010                          STATION DESCRIPTION
 PO0010
 PO0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PO0010'AT COLBY.
 PO0010'AT COLBY, CLARK COUNTY, 0.3 MILE SOUTH OF THE MINNEAPOLIS,
 PO0010'ST. PAUL AND SAULT STE. MARIE RAILWAY STATION, 65 FEET SOUTH
 PO0010'OF CROSSING POST A 300 1/2 P, 145 FEET EAST OF A HIGH SCHOOL,
 PO0010'37 FEET WEST OF THE CENTERLINE OF THE TRACK, AND 1 FOOT EAST
 PO0010'OF A FENCE.  A STANDARD DISK, STAMPED H 34 1934 AND SET IN THE
 PO0010'TOP OF A CONCRETE POST.
 PO0010
 PO0010                          STATION RECOVERY (1956)
 PO0010
 PO0010'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1956
 PO0010'RECOVERED IN GOOD CONDITION.
 PO0010
 PO0010                          STATION RECOVERY (1997)
 PO0010
 PO0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 PO0010'THE STATION HAS BEEN HIT BY A MOWER AND IS VERY LOOSE IN THE GROUND.
 PO0010
 PO0010                          STATION RECOVERY (2003)
 PO0010
 PO0010'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0010'AREA IS GRAVEL PARKING AREA/DUMPSTERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0059 ***********************************************************************
 PO0059  DESIGNATION -  H 35
 PO0059  PID         -  PO0059
 PO0059  STATE/COUNTY-  WI/MARATHON
 PO0059  USGS QUAD   -  LITTLE ROSE (1981)
 PO0059
 PO0059                         *CURRENT SURVEY CONTROL
 PO0059  ___________________________________________________________________
 PO0059* NAD 83(1986)-  44 45 45.     (N)    090 08 25.     (W)     SCALED    
 PO0059* NAVD 88     -       385.942  (meters)    1266.21   (feet)  ADJUSTED  
 PO0059  ___________________________________________________________________
 PO0059  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 PO0059  DYNAMIC HT  -         385.884 (meters)    1266.02  (feet)  COMP
 PO0059  MODELED GRAV-     980,456.5   (mgal)                       NAVD 88
 PO0059
 PO0059  VERT ORDER  -  SECOND    CLASS 0
 PO0059
 PO0059.The horizontal coordinates were scaled from a topographic map and have
 PO0059.an estimated accuracy of +/- 6 seconds.
 PO0059
 PO0059.The orthometric height was determined by differential leveling
 PO0059.and adjusted by the National Geodetic Survey in June 1991..
 PO0059
 PO0059.The geoid height was determined by GEOID03.
 PO0059
 PO0059.The dynamic height is computed by dividing the NAVD 88
 PO0059.geopotential number by the normal gravity value computed on the
 PO0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0059.degrees latitude (g = 980.6199 gals.).
 PO0059
 PO0059.The modeled gravity was interpolated from observed gravity values.
 PO0059
 PO0059;                    North         East    Units  Estimated Accuracy
 PO0059;SPC WI C     -   103,260.      588,900.      MT  (+/- 180 meters Scaled)
 PO0059
 PO0059                          SUPERSEDED SURVEY CONTROL
 PO0059
 PO0059  NGVD 29 (??/??/92)  385.958  (m)         1266.26   (f) ADJ UNCH    2 0
 PO0059
 PO0059.Superseded values are not recommended for survey control.
 PO0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0059.See file dsdata.txt to determine how the superseded data were derived.
 PO0059
 PO0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK263605(NAD 83)
 PO0059_MARKER: DB = BENCH MARK DISK
 PO0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0059+STABILITY: SURFACE MOTION
 PO0059
 PO0059  HISTORY     - Date     Condition        Report By
 PO0059  HISTORY     - UNK      MONUMENTED       CGS
 PO0059  HISTORY     - 1934     GOOD             NGS
 PO0059  HISTORY     - 1962     MARK NOT FOUND   USGS
 PO0059  HISTORY     - 1982     MARK NOT FOUND   NGS
 PO0059  HISTORY     - 20031022 MARK NOT FOUND   WIDT
 PO0059
 PO0059                          STATION DESCRIPTION
 PO0059
 PO0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PO0059'8.4 MI N FROM MARSHFIELD.
 PO0059'ABOUT 4.3 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 PO0059'RAILWAY FROM STRATFORD, MARATHON COUNTY, AT A ROAD CROSSING, 21
 PO0059'FEET NORTH OF THE CENTER LINE OF THE ROAD, 45 FEET WEST OF THE
 PO0059'CENTER LINE OF THE MAIN TRACK, AND 2 FEET NORTH OF A FENCE CORNER.
 PO0059'A STANDARD DISK, STAMPED H 35 1934 AND SET IN THE TOP OF A
 PO0059'CONCRETE POST.
 PO0059
 PO0059                          STATION RECOVERY (1962)
 PO0059
 PO0059'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 PO0059'MARK NOT FOUND.
 PO0059
 PO0059                          STATION RECOVERY (1982)
 PO0059
 PO0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PO0059'MARK NOT FOUND.
 PO0059
 PO0059                          STATION RECOVERY (2003)
 PO0059
 PO0059'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0610 ***********************************************************************
 PN0610  DESIGNATION -  H 36
 PN0610  PID         -  PN0610
 PN0610  STATE/COUNTY-  WI/MARATHON
 PN0610  USGS QUAD   -  WAUSAU EAST (1993)
 PN0610
 PN0610                         *CURRENT SURVEY CONTROL
 PN0610  ___________________________________________________________________
 PN0610* NAD 83(1986)-  44 57 02.     (N)    089 37 25.     (W)     SCALED    
 PN0610* NAVD 88     -       361.838  (meters)    1187.13   (feet)  ADJUSTED  
 PN0610  ___________________________________________________________________
 PN0610  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 PN0610  DYNAMIC HT  -         361.786 (meters)    1186.96  (feet)  COMP
 PN0610  MODELED GRAV-     980,462.5   (mgal)                       NAVD 88
 PN0610
 PN0610  VERT ORDER  -  SECOND    CLASS 0
 PN0610
 PN0610.The horizontal coordinates were scaled from a topographic map and have
 PN0610.an estimated accuracy of +/- 6 seconds.
 PN0610
 PN0610.The orthometric height was determined by differential leveling
 PN0610.and adjusted by the National Geodetic Survey in June 1991..
 PN0610
 PN0610.The geoid height was determined by GEOID03.
 PN0610
 PN0610.The dynamic height is computed by dividing the NAVD 88
 PN0610.geopotential number by the normal gravity value computed on the
 PN0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0610.degrees latitude (g = 980.6199 gals.).
 PN0610
 PN0610.The modeled gravity was interpolated from observed gravity values.
 PN0610
 PN0610;                    North         East    Units  Estimated Accuracy
 PN0610;SPC WI C     -   124,210.      629,700.      MT  (+/- 180 meters Scaled)
 PN0610
 PN0610                          SUPERSEDED SURVEY CONTROL
 PN0610
 PN0610  NGVD 29 (??/??/92)  361.850  (m)         1187.17   (f) ADJ UNCH    2 0
 PN0610
 PN0610.Superseded values are not recommended for survey control.
 PN0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0610.See file dsdata.txt to determine how the superseded data were derived.
 PN0610
 PN0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ930808(NAD 83)
 PN0610_MARKER: DB = BENCH MARK DISK
 PN0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0610+STABILITY: SURFACE MOTION
 PN0610
 PN0610  HISTORY     - Date     Condition        Report By
 PN0610  HISTORY     - UNK      MONUMENTED       CGS
 PN0610  HISTORY     - 1934     GOOD             NGS
 PN0610  HISTORY     - 1953     MARK NOT FOUND   NGS
 PN0610
 PN0610                          STATION DESCRIPTION
 PN0610
 PN0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PN0610'0.8 MI W FROM WAUSAU.
 PN0610'0.8 MILE EAST OF WAUSAU DEPOT 17 FEET NORTH OF CENTER OF MAIN
 PN0610'TRACK OF C. AND N.W. RY. 36 FEET EAST OF CENTER OF ROAD (LEMKE
 PN0610'STREET) 2 FEET SOUTH EAST OF TELEPHONE POLE
 PN0610
 PN0610                          STATION RECOVERY (1953)
 PN0610
 PN0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 PN0610'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0353 ***********************************************************************
 PN0353  DESIGNATION -  H 37
 PN0353  PID         -  PN0353
 PN0353  STATE/COUNTY-  WI/PORTAGE
 PN0353  USGS QUAD   -  ROSHOLT (1981)
 PN0353
 PN0353                         *CURRENT SURVEY CONTROL
 PN0353  ___________________________________________________________________
 PN0353* NAD 83(1986)-  44 40 18.     (N)    089 17 44.     (W)     SCALED    
 PN0353* NAVD 88     -       352.506  (meters)    1156.51   (feet)  ADJUSTED  
 PN0353  ___________________________________________________________________
 PN0353  GEOID HEIGHT-         -35.95  (meters)                     GEOID03
 PN0353  DYNAMIC HT  -         352.441 (meters)    1156.30  (feet)  COMP
 PN0353  MODELED GRAV-     980,425.1   (mgal)                       NAVD 88
 PN0353
 PN0353  VERT ORDER  -  SECOND    CLASS 0
 PN0353
 PN0353.The horizontal coordinates were scaled from a topographic map and have
 PN0353.an estimated accuracy of +/- 6 seconds.
 PN0353
 PN0353.The orthometric height was determined by differential leveling
 PN0353.and adjusted by the National Geodetic Survey in June 1991..
 PN0353
 PN0353.The geoid height was determined by GEOID03.
 PN0353
 PN0353.The dynamic height is computed by dividing the NAVD 88
 PN0353.geopotential number by the normal gravity value computed on the
 PN0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0353.degrees latitude (g = 980.6199 gals.).
 PN0353
 PN0353.The modeled gravity was interpolated from observed gravity values.
 PN0353
 PN0353;                    North         East    Units  Estimated Accuracy
 PN0353;SPC WI C     -    93,400.      655,860.      MT  (+/- 180 meters Scaled)
 PN0353
 PN0353                          SUPERSEDED SURVEY CONTROL
 PN0353
 PN0353  NGVD 29 (??/??/92)  352.522  (m)         1156.57   (f) ADJ UNCH    2 0
 PN0353
 PN0353.Superseded values are not recommended for survey control.
 PN0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0353.See file dsdata.txt to determine how the superseded data were derived.
 PN0353
 PN0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ180490(NAD 83)
 PN0353_MARKER: DB = BENCH MARK DISK
 PN0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0353+STABILITY: SURFACE MOTION
 PN0353
 PN0353  HISTORY     - Date     Condition        Report By
 PN0353  HISTORY     - UNK      MONUMENTED       CGS
 PN0353  HISTORY     - 1934     GOOD             NGS
 PN0353  HISTORY     - 1954     MARK NOT FOUND   USGS
 PN0353  HISTORY     - 20031020 MARK NOT FOUND   WIDT
 PN0353  HISTORY     - 20040111 MARK NOT FOUND   USPSQD
 PN0353
 PN0353                          STATION DESCRIPTION
 PN0353
 PN0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PN0353'3.4 MI S FROM GALLOWAY.
 PN0353'62 FT. EAST OF C. AND N.W. R.R.  110 FT. NORTH OF COUNTY ROAD
 PN0353'CROSSING.  SOUTH END OF BOB SIDING.  DUE EAST OF SWITCH AND
 PN0353'1 FT. WEST OF FENCE LINE.
 PN0353
 PN0353                          STATION RECOVERY (1954)
 PN0353
 PN0353'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 PN0353'MARK NOT FOUND.
 PN0353
 PN0353                          STATION RECOVERY (2003)
 PN0353
 PN0353'RECOVERY NOTE BY WI DEPT OF TRANSP 2003
 PN0353'RR GONE
 PN0353
 PN0353                          STATION RECOVERY (2004)
 PN0353
 PN0353'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0353'NOT FOUND.  RAILROAD HAS BEEN REMOVED.  NOTE-- THE COUNTY ROAD
 PN0353'MENTIONED IN THE 1934 DESCRIPTION IS COUNTY ROAD A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0547 ***********************************************************************
 PN0547  DESIGNATION -  H 38
 PN0547  PID         -  PN0547
 PN0547  STATE/COUNTY-  WI/MARATHON
 PN0547  USGS QUAD   -  MOSINEE (1982)
 PN0547
 PN0547                         *CURRENT SURVEY CONTROL
 PN0547  ___________________________________________________________________
 PN0547* NAD 83(1986)-  44 49 45.     (N)    089 39 48.     (W)     SCALED    
 PN0547* NAVD 88     -       355.934  (meters)    1167.76   (feet)  ADJUSTED  
 PN0547  ___________________________________________________________________
 PN0547  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 PN0547  DYNAMIC HT  -         355.876 (meters)    1167.57  (feet)  COMP
 PN0547  MODELED GRAV-     980,445.0   (mgal)                       NAVD 88
 PN0547
 PN0547  VERT ORDER  -  SECOND    CLASS 0
 PN0547
 PN0547.The horizontal coordinates were scaled from a topographic map and have
 PN0547.an estimated accuracy of +/- 6 seconds.
 PN0547
 PN0547.The orthometric height was determined by differential leveling
 PN0547.and adjusted by the National Geodetic Survey in June 1991..
 PN0547
 PN0547.The geoid height was determined by GEOID03.
 PN0547
 PN0547.The dynamic height is computed by dividing the NAVD 88
 PN0547.geopotential number by the normal gravity value computed on the
 PN0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0547.degrees latitude (g = 980.6199 gals.).
 PN0547
 PN0547.The modeled gravity was interpolated from observed gravity values.
 PN0547
 PN0547;                    North         East    Units  Estimated Accuracy
 PN0547;SPC WI C     -   110,710.      626,620.      MT  (+/- 180 meters Scaled)
 PN0547
 PN0547                          SUPERSEDED SURVEY CONTROL
 PN0547
 PN0547  NGVD 29 (??/??/92)  355.944  (m)         1167.79   (f) ADJ UNCH    2 0
 PN0547
 PN0547.Superseded values are not recommended for survey control.
 PN0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0547.See file dsdata.txt to determine how the superseded data were derived.
 PN0547
 PN0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ894674(NAD 83)
 PN0547_MARKER: DB = BENCH MARK DISK
 PN0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0547_STAMPING: H 38 1934
 PN0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0547+STABILITY: SURFACE MOTION
 PN0547
 PN0547  HISTORY     - Date     Condition        Report By
 PN0547  HISTORY     - 1934     MONUMENTED       CGS
 PN0547  HISTORY     - 1962     MARK NOT FOUND   USGS
 PN0547
 PN0547                          STATION DESCRIPTION
 PN0547
 PN0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0547'9.5 MI S FROM ROTHSCHILD.
 PN0547'ABOUT 4-1/2 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 PN0547'AND PACIFIC RAILROAD FROM ROTHSCHILD, MARATHON COUNTY, 40 FEET
 PN0547'SOUTH OF A ROAD CROSSING, 40 FEET EAST OF THE CENTERLINE OF THE
 PN0547'MAIN TRACK, AND 60 FEET WEST OF U.S. HIGHWAY 51.  A STANDARD DISK,
 PN0547'STAMPED H 38 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PN0547
 PN0547                          STATION RECOVERY (1962)
 PN0547
 PN0547'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 PN0547'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0533 ***********************************************************************
 PN0533  DESIGNATION -  H 39
 PN0533  PID         -  PN0533
 PN0533  STATE/COUNTY-  WI/MARATHON
 PN0533  USGS QUAD   -  WAUSAU EAST (1993)
 PN0533
 PN0533                         *CURRENT SURVEY CONTROL
 PN0533  ___________________________________________________________________
 PN0533* NAD 83(1986)-  44 59 35.     (N)    089 37 06.     (W)     SCALED    
 PN0533* NAVD 88     -       368.727  (meters)    1209.73   (feet)  ADJUSTED  
 PN0533  ___________________________________________________________________
 PN0533  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 PN0533  DYNAMIC HT  -         368.675 (meters)    1209.56  (feet)  COMP
 PN0533  MODELED GRAV-     980,465.3   (mgal)                       NAVD 88
 PN0533
 PN0533  VERT ORDER  -  SECOND    CLASS 0
 PN0533
 PN0533.The horizontal coordinates were scaled from a topographic map and have
 PN0533.an estimated accuracy of +/- 6 seconds.
 PN0533
 PN0533.The orthometric height was determined by differential leveling
 PN0533.and adjusted by the National Geodetic Survey in June 1991..
 PN0533
 PN0533.The geoid height was determined by GEOID03.
 PN0533
 PN0533.The dynamic height is computed by dividing the NAVD 88
 PN0533.geopotential number by the normal gravity value computed on the
 PN0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0533.degrees latitude (g = 980.6199 gals.).
 PN0533
 PN0533.The modeled gravity was interpolated from observed gravity values.
 PN0533
 PN0533;                    North         East    Units  Estimated Accuracy
 PN0533;SPC WI C     -   128,940.      630,100.      MT  (+/- 180 meters Scaled)
 PN0533
 PN0533                          SUPERSEDED SURVEY CONTROL
 PN0533
 PN0533  NGVD 29 (??/??/92)  368.735  (m)         1209.76   (f) ADJ UNCH    2 0
 PN0533
 PN0533.Superseded values are not recommended for survey control.
 PN0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0533.See file dsdata.txt to determine how the superseded data were derived.
 PN0533
 PN0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ936855(NAD 83)
 PN0533_MARKER: DB = BENCH MARK DISK
 PN0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0533_STAMPING: H 39 1934
 PN0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0533+STABILITY: SURFACE MOTION
 PN0533
 PN0533  HISTORY     - Date     Condition        Report By
 PN0533  HISTORY     - 1934     MONUMENTED       CGS
 PN0533  HISTORY     - 1953     MARK NOT FOUND   NGS
 PN0533  HISTORY     - 20031029 MARK NOT FOUND   WIDT
 PN0533
 PN0533                          STATION DESCRIPTION
 PN0533
 PN0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PN0533'2.6 MI W FROM WAUSAU.
 PN0533'2.6 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 PN0533'RAILROAD FROM THE STATION AT WAUSAU, MARATHON COUNTY, 6 POLES
 PN0533'NORTH OF MILEPOST 94, 15 FEET NORTH OF A ROAD CROSSING, AND 24
 PN0533'FEET EAST OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK,
 PN0533'STAMPED H 39 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PN0533
 PN0533                          STATION RECOVERY (2003)
 PN0533
 PN0533'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PN0533'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0052 ***********************************************************************
 OM0052  DESIGNATION -  H 4
 OM0052  PID         -  OM0052
 OM0052  STATE/COUNTY-  WI/WASHINGTON
 OM0052  USGS QUAD   -  JACKSON (1994)
 OM0052
 OM0052                         *CURRENT SURVEY CONTROL
 OM0052  ___________________________________________________________________
 OM0052* NAD 83(1986)-  43 22 07.     (N)    088 09 53.     (W)     SCALED    
 OM0052* NAVD 88     -       292.768  (meters)     960.52   (feet)  ADJUSTED  
 OM0052  ___________________________________________________________________
 OM0052  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 OM0052  DYNAMIC HT  -         292.700 (meters)     960.30  (feet)  COMP
 OM0052  MODELED GRAV-     980,379.1   (mgal)                       NAVD 88
 OM0052
 OM0052  VERT ORDER  -  FIRST     CLASS II
 OM0052
 OM0052.The horizontal coordinates were scaled from a topographic map and have
 OM0052.an estimated accuracy of +/- 6 seconds.
 OM0052
 OM0052.The orthometric height was determined by differential leveling
 OM0052.and adjusted by the National Geodetic Survey in June 1991..
 OM0052
 OM0052.The geoid height was determined by GEOID03.
 OM0052
 OM0052.The dynamic height is computed by dividing the NAVD 88
 OM0052.geopotential number by the normal gravity value computed on the
 OM0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0052.degrees latitude (g = 980.6199 gals.).
 OM0052
 OM0052.The modeled gravity was interpolated from observed gravity values.
 OM0052
 OM0052;                    North         East    Units  Estimated Accuracy
 OM0052;SPC WI S     -   153,680.      748,730.      MT  (+/- 180 meters Scaled)
 OM0052
 OM0052                          SUPERSEDED SURVEY CONTROL
 OM0052
 OM0052  NGVD 29 (??/??/92)  292.823  (m)          960.70   (f) ADJ UNCH    1 2
 OM0052
 OM0052.Superseded values are not recommended for survey control.
 OM0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0052.See file dsdata.txt to determine how the superseded data were derived.
 OM0052
 OM0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP056024(NAD 83)
 OM0052_MARKER: DB = BENCH MARK DISK
 OM0052_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OM0052_SP_SET: CONCRETE MANHOLE
 OM0052_STAMPING: 960.703 H 4 1930
 OM0052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0052
 OM0052  HISTORY     - Date     Condition        Report By
 OM0052  HISTORY     - 1930     MONUMENTED       CGS
 OM0052  HISTORY     - 1934     GOOD             NGS
 OM0052  HISTORY     - 20021212 MARK NOT FOUND   USPSQD
 OM0052
 OM0052                          STATION DESCRIPTION
 OM0052
 OM0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OM0052'3.3 MI N FROM JACKSON.
 OM0052'3.3 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 OM0052'JACKSON, WASHINGTON COUNTY, AT THE CROSSING OF A COUNTY HIGHWAY,
 OM0052'31 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 12 FEET NORTH OF
 OM0052'AN AUTOMATIC-SIGNAL BOX, 7.5 FEET WEST OF THE WEST RAIL, AND
 OM0052'IN THE TOP OF A CONCRETE MANHOLE (BATTERY WELL).  A STANDARD
 OM0052'DISK, STAMPED 960.703 H 4 1930.
 OM0052
 OM0052                          STATION RECOVERY (2002)
 OM0052
 OM0052'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0052'NOT FOUND.  THE STATION IS 3.0 MILES NORTH ON COUNTY
 OM0052'HIGHWAY P FROM HIGHWAY 60, THEN 0.7 MILE EAST ON
 OM0052'COUNTY HIGHWAY NN TO THE RAILROAD TRACKS.  THE
 OM0052'AUTO SIGNAL IS GONE BUT THE CONCRETE FOUNDATION IS
 OM0052'PRESENT.  THE STATION MAY BE UNDER SEVERAL INCHES
 OM0052'OF GRAVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0040 ***********************************************************************
 QN0040  DESIGNATION -  H 40
 QN0040  PID         -  QN0040
 QN0040  STATE/COUNTY-  WI/PRICE
 QN0040  USGS QUAD   -  PARK FALLS (1984)
 QN0040
 QN0040                         *CURRENT SURVEY CONTROL
 QN0040  ___________________________________________________________________
 QN0040* NAD 83(1986)-  45 55 58.     (N)    090 26 54.     (W)     SCALED    
 QN0040* NAVD 88     -       455.128  (meters)    1493.20   (feet)  ADJUSTED  
 QN0040  ___________________________________________________________________
 QN0040  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 QN0040  DYNAMIC HT  -         455.119 (meters)    1493.17  (feet)  COMP
 QN0040  MODELED GRAV-     980,581.1   (mgal)                       NAVD 88
 QN0040
 QN0040  VERT ORDER  -  SECOND    CLASS 0
 QN0040
 QN0040.The horizontal coordinates were scaled from a topographic map and have
 QN0040.an estimated accuracy of +/- 6 seconds.
 QN0040
 QN0040.The orthometric height was determined by differential leveling
 QN0040.and adjusted by the National Geodetic Survey in June 1991..
 QN0040
 QN0040.The geoid height was determined by GEOID03.
 QN0040
 QN0040.The dynamic height is computed by dividing the NAVD 88
 QN0040.geopotential number by the normal gravity value computed on the
 QN0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0040.degrees latitude (g = 980.6199 gals.).
 QN0040
 QN0040.The modeled gravity was interpolated from observed gravity values.
 QN0040
 QN0040;                    North         East    Units  Estimated Accuracy
 QN0040;SPC WI N     -    85,250.      565,230.      MT  (+/- 180 meters Scaled)
 QN0040
 QN0040                          SUPERSEDED SURVEY CONTROL
 QN0040
 QN0040  NGVD 29 (??/??/92)  455.124  (m)         1493.19   (f) ADJ UNCH    2 0
 QN0040
 QN0040.Superseded values are not recommended for survey control.
 QN0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0040.See file dsdata.txt to determine how the superseded data were derived.
 QN0040
 QN0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL978897(NAD 83)
 QN0040_MARKER: DB = BENCH MARK DISK
 QN0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0040_STAMPING: H 40 1934
 QN0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0040+STABILITY: SURFACE MOTION
 QN0040
 QN0040  HISTORY     - Date     Condition        Report By
 QN0040  HISTORY     - 1934     MONUMENTED       CGS
 QN0040  HISTORY     - 1966     MARK NOT FOUND   USGS
 QN0040  HISTORY     - 20041018 MARK NOT FOUND   WIDT
 QN0040
 QN0040                          STATION DESCRIPTION
 QN0040
 QN0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QN0040'AT PARK FALLS.
 QN0040'AT PARK FALLS, PRICE COUNTY, IN THE PARK SOUTH OF THE MINNEAPOLIS,
 QN0040'ST. PAUL AND SAULT STE. MARIE RAILWAY STATION, 78 FEET SOUTH OF THE
 QN0040'SOUTHWEST CORNER OF THE STATION, 20 FEET SOUTH OF THE CURB OF
 QN0040'DIVISION STREET, AND 18 FEET WEST OF THE TRACK.  A STANDARD DISK,
 QN0040'STAMPED H 40 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QN0040
 QN0040                          STATION RECOVERY (1966)
 QN0040
 QN0040'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 QN0040'MARK NOT FOUND.
 QN0040
 QN0040                          STATION RECOVERY (2004)
 QN0040
 QN0040'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0040'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0151 ***********************************************************************
 QN0151  DESIGNATION -  H 41
 QN0151  PID         -  QN0151
 QN0151  STATE/COUNTY-  WI/SAWYER
 QN0151  USGS QUAD   -  KENNEDY (1970)
 QN0151
 QN0151                         *CURRENT SURVEY CONTROL
 QN0151  ___________________________________________________________________
 QN0151* NAD 83(1986)-  45 53 47.     (N)    090 43 32.     (W)     SCALED    
 QN0151* NAVD 88     -       446.516  (meters)    1464.94   (feet)  ADJUSTED  
 QN0151  ___________________________________________________________________
 QN0151  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 QN0151  DYNAMIC HT  -         446.504 (meters)    1464.91  (feet)  COMP
 QN0151  MODELED GRAV-     980,575.0   (mgal)                       NAVD 88
 QN0151
 QN0151  VERT ORDER  -  SECOND    CLASS 0
 QN0151
 QN0151.The horizontal coordinates were scaled from a topographic map and have
 QN0151.an estimated accuracy of +/- 6 seconds.
 QN0151
 QN0151.The orthometric height was determined by differential leveling
 QN0151.and adjusted by the National Geodetic Survey in June 1991..
 QN0151
 QN0151.The geoid height was determined by GEOID03.
 QN0151
 QN0151.The dynamic height is computed by dividing the NAVD 88
 QN0151.geopotential number by the normal gravity value computed on the
 QN0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0151.degrees latitude (g = 980.6199 gals.).
 QN0151
 QN0151.The modeled gravity was interpolated from observed gravity values.
 QN0151
 QN0151;                    North         East    Units  Estimated Accuracy
 QN0151;SPC WI N     -    81,360.      543,690.      MT  (+/- 180 meters Scaled)
 QN0151
 QN0151                          SUPERSEDED SURVEY CONTROL
 QN0151
 QN0151  NGVD 29 (??/??/92)  446.521  (m)         1464.96   (f) ADJ UNCH    2 0
 QN0151
 QN0151.Superseded values are not recommended for survey control.
 QN0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0151.See file dsdata.txt to determine how the superseded data were derived.
 QN0151
 QN0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL764850(NAD 83)
 QN0151_MARKER: DB = BENCH MARK DISK
 QN0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0151_STAMPING: H 41 1934
 QN0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0151+STABILITY: SURFACE MOTION
 QN0151
 QN0151  HISTORY     - Date     Condition        Report By
 QN0151  HISTORY     - 1934     MONUMENTED       CGS
 QN0151  HISTORY     - 20041019 MARK NOT FOUND   WIDT
 QN0151
 QN0151                          STATION DESCRIPTION
 QN0151
 QN0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QN0151'3.6 MI W FROM KENNEDY.
 QN0151'IN SAWYER COUNTY, ABOUT 3.6 MILES WEST ALONG THE CHICAGO, ST.
 QN0151'PAUL, MINNEAPOLIS AND OMAHA RAILWAY FROM KENNEDY, PRICE COUNTY,
 QN0151'ABOUT 3 1/2 RAILS EAST OF MILEPOST 61, 5 FEET SOUTH OF POLE
 QN0151'61+1, AND 36 FEET SOUTH OF THE TRACK.  A STANDARD DISK, STAMPED
 QN0151'H 41 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QN0151
 QN0151                          STATION RECOVERY (2004)
 QN0151
 QN0151'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0246 ***********************************************************************
 RM0246  DESIGNATION -  H 42
 RM0246  PID         -  RM0246
 RM0246  STATE/COUNTY-  WI/BAYFIELD
 RM0246  USGS QUAD   -  MOQUAH (1975)
 RM0246
 RM0246                         *CURRENT SURVEY CONTROL
 RM0246  ___________________________________________________________________
 RM0246* NAD 83(1986)-  46 30 08.     (N)    091 04 37.     (W)     SCALED    
 RM0246* NAVD 88     -       274.315  (meters)     899.98   (feet)  ADJUSTED  
 RM0246  ___________________________________________________________________
 RM0246  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 RM0246  DYNAMIC HT  -         274.324 (meters)     900.01  (feet)  COMP
 RM0246  MODELED GRAV-     980,640.7   (mgal)                       NAVD 88
 RM0246
 RM0246  VERT ORDER  -  SECOND    CLASS 0
 RM0246
 RM0246.The horizontal coordinates were scaled from a topographic map and have
 RM0246.an estimated accuracy of +/- 6 seconds.
 RM0246
 RM0246.The orthometric height was determined by differential leveling
 RM0246.and adjusted by the National Geodetic Survey in June 1991..
 RM0246
 RM0246.The geoid height was determined by GEOID03.
 RM0246
 RM0246.The dynamic height is computed by dividing the NAVD 88
 RM0246.geopotential number by the normal gravity value computed on the
 RM0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0246.degrees latitude (g = 980.6199 gals.).
 RM0246
 RM0246.The modeled gravity was interpolated from observed gravity values.
 RM0246
 RM0246;                    North         East    Units  Estimated Accuracy
 RM0246;SPC WI N     -   149,000.      517,340.      MT  (+/- 180 meters Scaled)
 RM0246
 RM0246                          SUPERSEDED SURVEY CONTROL
 RM0246
 RM0246  NGVD 29 (??/??/92)  274.324  (m)          900.01   (f) ADJ UNCH    2 0
 RM0246
 RM0246.Superseded values are not recommended for survey control.
 RM0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0246.See file dsdata.txt to determine how the superseded data were derived.
 RM0246
 RM0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM475516(NAD 83)
 RM0246_MARKER: Z = SEE DESCRIPTION
 RM0246_SETTING: 0 = UNSPECIFIED SETTING
 RM0246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RM0246
 RM0246  HISTORY     - Date     Condition        Report By
 RM0246  HISTORY     - UNK      MONUMENTED       CGS
 RM0246  HISTORY     - 1934     GOOD             NGS
 RM0246  HISTORY     - 1982     MARK NOT FOUND   NGS
 RM0246  HISTORY     - 20041209 MARK NOT FOUND   WIDT
 RM0246
 RM0246                          STATION DESCRIPTION
 RM0246
 RM0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RM0246'AT BENOIT.
 RM0246'AT BENOIT, WISC. ON THE C. ST. P.M. AND O. R.R. 7 1/2 RAILS
 RM0246'SOUTH OF DEPOT, 20 FEET WEST OF TRACK.
 RM0246
 RM0246                          STATION RECOVERY (1982)
 RM0246
 RM0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RM0246'NOT RECOVERED, THE RAILROAD AND STATION HAVE BEEN REMOVED.
 RM0246
 RM0246                          STATION RECOVERY (2004)
 RM0246
 RM0246'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 RM0246'THE STATION WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0273 ***********************************************************************
 RM0273  DESIGNATION -  H 43
 RM0273  PID         -  RM0273
 RM0273  STATE/COUNTY-  WI/SAWYER
 RM0273  USGS QUAD   -  HAYWARD (1979)
 RM0273
 RM0273                         *CURRENT SURVEY CONTROL
 RM0273  ___________________________________________________________________
 RM0273* NAD 83(1986)-  46 02 15.     (N)    091 26 38.     (W)     SCALED    
 RM0273* NAVD 88     -       369.332  (meters)    1211.72   (feet)  ADJUSTED  
 RM0273  ___________________________________________________________________
 RM0273  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 RM0273  DYNAMIC HT  -         369.337 (meters)    1211.73  (feet)  COMP
 RM0273  MODELED GRAV-     980,617.3   (mgal)                       NAVD 88
 RM0273
 RM0273  VERT ORDER  -  SECOND    CLASS 0
 RM0273
 RM0273.The horizontal coordinates were scaled from a topographic map and have
 RM0273.an estimated accuracy of +/- 6 seconds.
 RM0273
 RM0273.The orthometric height was determined by differential leveling
 RM0273.and adjusted by the National Geodetic Survey in June 1991..
 RM0273
 RM0273.The geoid height was determined by GEOID03.
 RM0273
 RM0273.The dynamic height is computed by dividing the NAVD 88
 RM0273.geopotential number by the normal gravity value computed on the
 RM0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0273.degrees latitude (g = 980.6199 gals.).
 RM0273
 RM0273.The modeled gravity was interpolated from observed gravity values.
 RM0273
 RM0273;                    North         East    Units  Estimated Accuracy
 RM0273;SPC WI N     -    97,800.      488,240.      MT  (+/- 180 meters Scaled)
 RM0273
 RM0273                          SUPERSEDED SURVEY CONTROL
 RM0273
 RM0273  NGVD 29 (??/??/92)  369.352  (m)         1211.78   (f) ADJ UNCH    2 0
 RM0273
 RM0273.Superseded values are not recommended for survey control.
 RM0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0273.See file dsdata.txt to determine how the superseded data were derived.
 RM0273
 RM0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL204993(NAD 83)
 RM0273_MARKER: DB = BENCH MARK DISK
 RM0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0273_STAMPING: H 43 1934
 RM0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0273+STABILITY: SURFACE MOTION
 RM0273
 RM0273  HISTORY     - Date     Condition        Report By
 RM0273  HISTORY     - 1934     MONUMENTED       CGS
 RM0273  HISTORY     - 1970     GOOD             NGS
 RM0273  HISTORY     - 20041201 MARK NOT FOUND   WIDT
 RM0273
 RM0273                          STATION DESCRIPTION
 RM0273
 RM0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 RM0273'AT HAYWARD.
 RM0273'HAYWARD, ABOUT 2.0 MI E AND 2.0 MI W OF ABOUT 2.0 MI NE ALONG
 RM0273'CHICAGO AND NORTHWESTERN RR.  IN NW 1/4 SEC. 13 T 41 N R 9 W.
 RM0273'640 FT SW ALONG CENTERLINE OF RR FROM CENTER OF RR TRESTLE OVER
 RM0273'THE NAMEKAGON RIVER.  49 FT W (NORMAL) AND 1.2 FT LOWER THAN
 RM0273'RR OPPOSITE.  IN TOP OF A CONCRETE POST.  A STANDARD TABLET
 RM0273'STAMPED H 43 1934, PROJECTING ABOUT 10 IN ABOVE GROUND.
 RM0273
 RM0273                          STATION RECOVERY (2004)
 RM0273
 RM0273'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 RM0273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RN0254 ***********************************************************************
 RN0254  DESIGNATION -  H 44
 RN0254  PID         -  RN0254
 RN0254  STATE/COUNTY-  WI/DOUGLAS
 RN0254  USGS QUAD   -  SUPERIOR (1994)
 RN0254
 RN0254                         *CURRENT SURVEY CONTROL
 RN0254  ___________________________________________________________________
 RN0254* NAD 83(1986)-  46 40 19.     (N)    092 00 03.     (W)     SCALED    
 RN0254* NAVD 88     -       197.409  (meters)     647.67   (feet)  ADJUSTED  
 RN0254  ___________________________________________________________________
 RN0254  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 RN0254  DYNAMIC HT  -         197.432 (meters)     647.74  (feet)  COMP
 RN0254  MODELED GRAV-     980,725.9   (mgal)                       NAVD 88
 RN0254
 RN0254  VERT ORDER  -  FIRST     CLASS II
 RN0254
 RN0254.The horizontal coordinates were scaled from a topographic map and have
 RN0254.an estimated accuracy of +/- 6 seconds.
 RN0254
 RN0254.The orthometric height was determined by differential leveling
 RN0254.and adjusted by the National Geodetic Survey in June 1991..
 RN0254
 RN0254.The geoid height was determined by GEOID03.
 RN0254
 RN0254.The dynamic height is computed by dividing the NAVD 88
 RN0254.geopotential number by the normal gravity value computed on the
 RN0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0254.degrees latitude (g = 980.6199 gals.).
 RN0254
 RN0254.The modeled gravity was interpolated from observed gravity values.
 RN0254
 RN0254;                    North         East    Units  Estimated Accuracy
 RN0254;SPC WI N     -   169,240.      446,910.      MT  (+/- 180 meters Scaled)
 RN0254
 RN0254                          SUPERSEDED SURVEY CONTROL
 RN0254
 RN0254  NGVD 29 (??/??/92)  197.414  (m)          647.68   (f) ADJ UNCH    1 2
 RN0254
 RN0254.Superseded values are not recommended for survey control.
 RN0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0254.See file dsdata.txt to determine how the superseded data were derived.
 RN0254
 RN0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM764691(NAD 83)
 RN0254_MARKER: DB = BENCH MARK DISK
 RN0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0254_STAMPING: H 44 1934
 RN0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0254+STABILITY: SURFACE MOTION
 RN0254
 RN0254  HISTORY     - Date     Condition        Report By
 RN0254  HISTORY     - 1934     MONUMENTED       CGS
 RN0254  HISTORY     - 20041015 MARK NOT FOUND   WIDT
 RN0254
 RN0254                          STATION DESCRIPTION
 RN0254
 RN0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RN0254'1.8 MI E FROM ALLOUEZ.
 RN0254'1.8 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM ALLOUEZ,
 RN0254'DOUGLAS COUNTY, ABOUT 1/2 MILE EAST OF MILEPOST 60, 16 YARDS WEST OF A
 RN0254'COUNTY ROAD, 13 YARDS NORTH OF THE CENTERLINE OF THE TRACK, 4 YARDS
 RN0254'SOUTH OF AN EAST-AND-WEST FENCE, AND 1 YARD WEST OF A NORTH-AND-SOUTH
 RN0254'FENCE.  A STANDARD DISK, STAMPED H 44 1934 AND SET IN THE TOP OF A
 RN0254'CONCRETE POST.
 RN0254
 RN0254                          STATION RECOVERY (2004)
 RN0254
 RN0254'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 RN0254'STATION WAS NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0371 ***********************************************************************
 QM0371  DESIGNATION -  H 45
 QM0371  PID         -  QM0371
 QM0371  STATE/COUNTY-  WI/LINCOLN
 QM0371  USGS QUAD   -  MERRILL (1982)
 QM0371
 QM0371                         *CURRENT SURVEY CONTROL
 QM0371  ___________________________________________________________________
 QM0371* NAD 83(1986)-  45 10 40.     (N)    089 37 58.     (W)     SCALED    
 QM0371* NAVD 88     -       407.890  (meters)    1338.22   (feet)  ADJUSTED  
 QM0371  ___________________________________________________________________
 QM0371  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 QM0371  DYNAMIC HT  -         407.845 (meters)    1338.07  (feet)  COMP
 QM0371  MODELED GRAV-     980,494.5   (mgal)                       NAVD 88
 QM0371
 QM0371  VERT ORDER  -  SECOND    CLASS 0
 QM0371
 QM0371.The horizontal coordinates were scaled from a topographic map and have
 QM0371.an estimated accuracy of +/- 6 seconds.
 QM0371
 QM0371.The orthometric height was determined by differential leveling
 QM0371.and adjusted by the National Geodetic Survey in June 1991..
 QM0371
 QM0371.The geoid height was determined by GEOID03.
 QM0371
 QM0371.The dynamic height is computed by dividing the NAVD 88
 QM0371.geopotential number by the normal gravity value computed on the
 QM0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0371.degrees latitude (g = 980.6199 gals.).
 QM0371
 QM0371.The modeled gravity was interpolated from observed gravity values.
 QM0371
 QM0371;                    North         East    Units  Estimated Accuracy
 QM0371;SPC WI C     -   149,460.      628,860.      MT  (+/- 180 meters Scaled)
 QM0371
 QM0371                          SUPERSEDED SURVEY CONTROL
 QM0371
 QM0371  NGVD 29 (??/??/92)  407.895  (m)         1338.24   (f) ADJ UNCH    2 0
 QM0371
 QM0371.Superseded values are not recommended for survey control.
 QM0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0371.See file dsdata.txt to determine how the superseded data were derived.
 QM0371
 QM0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR931060(NAD 83)
 QM0371_MARKER: DB = BENCH MARK DISK
 QM0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0371+STABILITY: SURFACE MOTION
 QM0371
 QM0371  HISTORY     - Date     Condition        Report By
 QM0371  HISTORY     - UNK      MONUMENTED       CGS
 QM0371  HISTORY     - 1934     GOOD             NGS
 QM0371  HISTORY     - 20011006 MARK NOT FOUND   USPSQD
 QM0371
 QM0371                          STATION DESCRIPTION
 QM0371
 QM0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QM0371'2.6 MI E FROM MERRILL.
 QM0371'2.55 MILES EAST ALONG STATE HIGHWAY 64, 40 FEET NORTH OF CENTER
 QM0371'OF HIGHWAY, 55 FEET EAST OF ENTRANCE TO SCHOOL, 12 FEET
 QM0371'NORTH OF SOUTHEAST CORNER OF 1ST FIELD WEST OF SCHOOL, 6 IN
 QM0371'ABOVE THE GROUND.
 QM0371
 QM0371                          STATION RECOVERY (2001)
 QM0371
 QM0371'RECOVERY NOTE BY US POWER SQUADRON 2001 (DS)
 QM0371'SCHOOL NO LONGER EXISTS. THERE IS A HOUSE NOW ON THIS SITE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO0043 ***********************************************************************
 QO0043  DESIGNATION -  H 46
 QO0043  PID         -  QO0043
 QO0043  STATE/COUNTY-  WI/BARRON
 QO0043  USGS QUAD   -  ALMENA (1978)
 QO0043
 QO0043                         *CURRENT SURVEY CONTROL
 QO0043  ___________________________________________________________________
 QO0043* NAD 83(1986)-  45 29 33.     (N)    092 03 18.     (W)     SCALED    
 QO0043* NAVD 88     -       387.841  (meters)    1272.44   (feet)  ADJUSTED  
 QO0043  ___________________________________________________________________
 QO0043  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 QO0043  DYNAMIC HT  -         387.798 (meters)    1272.30  (feet)  COMP
 QO0043  MODELED GRAV-     980,495.6   (mgal)                       NAVD 88
 QO0043
 QO0043  VERT ORDER  -  SECOND    CLASS 0
 QO0043
 QO0043.The horizontal coordinates were scaled from a topographic map and have
 QO0043.an estimated accuracy of +/- 6 seconds.
 QO0043
 QO0043.The orthometric height was determined by differential leveling
 QO0043.and adjusted by the National Geodetic Survey in June 1991..
 QO0043
 QO0043.The geoid height was determined by GEOID03.
 QO0043
 QO0043.The dynamic height is computed by dividing the NAVD 88
 QO0043.geopotential number by the normal gravity value computed on the
 QO0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0043.degrees latitude (g = 980.6199 gals.).
 QO0043
 QO0043.The modeled gravity was interpolated from observed gravity values.
 QO0043
 QO0043;                    North         East    Units  Estimated Accuracy
 QO0043;SPC WI C     -   186,400.      439,380.      MT  (+/- 180 meters Scaled)
 QO0043
 QO0043                          SUPERSEDED SURVEY CONTROL
 QO0043
 QO0043  NGVD 29 (??/??/92)  387.781  (m)         1272.24   (f) ADJ UNCH    2 0
 QO0043
 QO0043.Superseded values are not recommended for survey control.
 QO0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0043.See file dsdata.txt to determine how the superseded data were derived.
 QO0043
 QO0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL738380(NAD 83)
 QO0043_MARKER: DB = BENCH MARK DISK
 QO0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0043+STABILITY: SURFACE MOTION
 QO0043
 QO0043  HISTORY     - Date     Condition        Report By
 QO0043  HISTORY     - UNK      MONUMENTED       CGS
 QO0043  HISTORY     - 1934     GOOD             NGS
 QO0043  HISTORY     - 1938     GOOD             NGS
 QO0043  HISTORY     - 1976     MARK NOT FOUND   USGS
 QO0043  HISTORY     - 20041115 MARK NOT FOUND   WIDT
 QO0043
 QO0043                          STATION DESCRIPTION
 QO0043
 QO0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QO0043'1.3 MI N FROM COMSTOCK.
 QO0043'ALONG CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA RY., 30 FT WEST OF
 QO0043'TRACK, 20 FT NORTH OF CENTER LINE OF PRIVATE GRADE CROSSING, 12 FT
 QO0043'EAST OF RIGHT OF WAY FENCE, POLE NO. 50/32.
 QO0043
 QO0043                          STATION RECOVERY (1938)
 QO0043
 QO0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 QO0043'RECOVERED IN GOOD CONDITION.
 QO0043
 QO0043                          STATION RECOVERY (1976)
 QO0043
 QO0043'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 QO0043'MARK NOT FOUND.
 QO0043
 QO0043                          STATION RECOVERY (2004)
 QO0043
 QO0043'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 QO0043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO0291 ***********************************************************************
 QO0291  DESIGNATION -  H 47
 QO0291  PID         -  QO0291
 QO0291  STATE/COUNTY-  WI/BURNETT
 QO0291  USGS QUAD   -  FALUN (1982)
 QO0291
 QO0291                         *CURRENT SURVEY CONTROL
 QO0291  ___________________________________________________________________
 QO0291* NAD 83(1986)-  45 46 19.     (N)    092 34 23.     (W)     SCALED    
 QO0291* NAVD 88     -       289.363  (meters)     949.35   (feet)  ADJUSTED  
 QO0291  ___________________________________________________________________
 QO0291  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 QO0291  DYNAMIC HT  -         289.379 (meters)     949.40  (feet)  COMP
 QO0291  MODELED GRAV-     980,663.7   (mgal)                       NAVD 88
 QO0291
 QO0291  VERT ORDER  -  SECOND    CLASS 0
 QO0291
 QO0291.The horizontal coordinates were scaled from a topographic map and have
 QO0291.an estimated accuracy of +/- 6 seconds.
 QO0291
 QO0291.The orthometric height was determined by differential leveling
 QO0291.and adjusted by the National Geodetic Survey in June 1991..
 QO0291
 QO0291.The geoid height was determined by GEOID03.
 QO0291
 QO0291.The dynamic height is computed by dividing the NAVD 88
 QO0291.geopotential number by the normal gravity value computed on the
 QO0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0291.degrees latitude (g = 980.6199 gals.).
 QO0291
 QO0291.The modeled gravity was interpolated from observed gravity values.
 QO0291
 QO0291;                    North         East    Units  Estimated Accuracy
 QO0291;SPC WI N     -    70,510.      399,910.      MT  (+/- 180 meters Scaled)
 QO0291
 QO0291                          SUPERSEDED SURVEY CONTROL
 QO0291
 QO0291  NGVD 29 (??/??/92)  289.332  (m)          949.25   (f) ADJ UNCH    2 0
 QO0291
 QO0291.Superseded values are not recommended for survey control.
 QO0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0291.See file dsdata.txt to determine how the superseded data were derived.
 QO0291
 QO0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL331687(NAD 83)
 QO0291_MARKER: DB = BENCH MARK DISK
 QO0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0291_STAMPING: H 47 1934
 QO0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0291+STABILITY: SURFACE MOTION
 QO0291
 QO0291  HISTORY     - Date     Condition        Report By
 QO0291  HISTORY     - 1934     MONUMENTED       CGS
 QO0291  HISTORY     - 1962     MARK NOT FOUND   USGS
 QO0291  HISTORY     - 19930608 MARK NOT FOUND   WI-013
 QO0291  HISTORY     - 20041117 MARK NOT FOUND   WIDT
 QO0291
 QO0291                          STATION DESCRIPTION
 QO0291
 QO0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QO0291'2.1 MI W FROM FALUN.
 QO0291'ALONG STATE HIGHWAY NO. 70, IN S/E CORNER OF ALPHA SCHOOL YARD, 44 FT
 QO0291'NORTH OF CENTER LINE OF ROAD, 70 FT SOUTH AND 182 FT EAST OF S/E
 QO0291'CORNER OF BUILDING, 1 1/2 FT WEST OF FENCE.
 QO0291
 QO0291                          STATION RECOVERY (1962)
 QO0291
 QO0291'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 QO0291'MARK NOT FOUND.
 QO0291
 QO0291                          STATION RECOVERY (1993)
 QO0291
 QO0291'RECOVERY NOTE BY BURNETT COUNTY WISCONSIN 1993
 QO0291'MARK NOT FOUND.
 QO0291
 QO0291                          STATION RECOVERY (2004)
 QO0291
 QO0291'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 QO0291'NO TIES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0189 ***********************************************************************
 PO0189  DESIGNATION -  H 49
 PO0189  PID         -  PO0189
 PO0189  STATE/COUNTY-  WI/CHIPPEWA
 PO0189  USGS QUAD   -  BOYD (1979)
 PO0189
 PO0189                         *CURRENT SURVEY CONTROL
 PO0189  ___________________________________________________________________
 PO0189* NAD 83(1986)-  44 57 31.     (N)    091 00 22.     (W)     SCALED    
 PO0189* NAVD 88     -       333.563  (meters)    1094.36   (feet)  ADJUSTED  
 PO0189  ___________________________________________________________________
 PO0189  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 PO0189  DYNAMIC HT  -         333.533 (meters)    1094.27  (feet)  COMP
 PO0189  MODELED GRAV-     980,517.7   (mgal)                       NAVD 88
 PO0189
 PO0189  VERT ORDER  -  SECOND    CLASS 0
 PO0189
 PO0189.The horizontal coordinates were scaled from a topographic map and have
 PO0189.an estimated accuracy of +/- 6 seconds.
 PO0189
 PO0189.The orthometric height was determined by differential leveling
 PO0189.and adjusted by the National Geodetic Survey in June 1991..
 PO0189
 PO0189.The geoid height was determined by GEOID03.
 PO0189
 PO0189.The dynamic height is computed by dividing the NAVD 88
 PO0189.geopotential number by the normal gravity value computed on the
 PO0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0189.degrees latitude (g = 980.6199 gals.).
 PO0189
 PO0189.The modeled gravity was interpolated from observed gravity values.
 PO0189
 PO0189;                    North         East    Units  Estimated Accuracy
 PO0189;SPC WI C     -   125,530.      520,620.      MT  (+/- 180 meters Scaled)
 PO0189
 PO0189                          SUPERSEDED SURVEY CONTROL
 PO0189
 PO0189  NGVD 29 (??/??/92)  333.562  (m)         1094.36   (f) ADJ UNCH    2 0
 PO0189
 PO0189.Superseded values are not recommended for survey control.
 PO0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0189.See file dsdata.txt to determine how the superseded data were derived.
 PO0189
 PO0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK572802(NAD 83)
 PO0189_MARKER: DB = BENCH MARK DISK
 PO0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0189+STABILITY: SURFACE MOTION
 PO0189
 PO0189  HISTORY     - Date     Condition        Report By
 PO0189  HISTORY     - UNK      MONUMENTED       CGS
 PO0189  HISTORY     - 1934     GOOD             NGS
 PO0189  HISTORY     - 1977     MARK NOT FOUND   USGS
 PO0189  HISTORY     - 20010331 MARK NOT FOUND   NGS
 PO0189  HISTORY     - 20031208 MARK NOT FOUND   WIDT
 PO0189
 PO0189                          STATION DESCRIPTION
 PO0189
 PO0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PO0189'1.8 MI E FROM BOYD.
 PO0189'1.8 MILES EAST OF BOYD DEPOT 27 FEET NORTH OF CENTER OF MAIN
 PO0189'TRACK OF SOO RY.  30 FEET WEST OF CENTER OF ROAD 14 FEET SOUTHEAST
 PO0189'OF TELEPHONE POLE.
 PO0189
 PO0189                          STATION RECOVERY (1977)
 PO0189
 PO0189'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 PO0189'MARK NOT FOUND.
 PO0189
 PO0189                          STATION RECOVERY (2001)
 PO0189
 PO0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PO0189'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PO0189
 PO0189                          STATION RECOVERY (2003)
 PO0189
 PO0189'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO0057 ***********************************************************************
 QO0057  DESIGNATION -  H 50
 QO0057  PID         -  QO0057
 QO0057  STATE/COUNTY-  WI/ST CROIX
 QO0057  USGS QUAD   -  EMERALD (1975)
 QO0057
 QO0057                         *CURRENT SURVEY CONTROL
 QO0057  ___________________________________________________________________
 QO0057* NAD 83(1986)-  45 04 57.     (N)    092 15 22.     (W)     SCALED    
 QO0057* NAVD 88     -       348.981  (meters)    1144.95   (feet)  ADJUSTED  
 QO0057  ___________________________________________________________________
 QO0057  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 QO0057  DYNAMIC HT  -         348.931 (meters)    1144.78  (feet)  COMP
 QO0057  MODELED GRAV-     980,462.7   (mgal)                       NAVD 88
 QO0057
 QO0057  VERT ORDER  -  SECOND    CLASS 0
 QO0057
 QO0057.The horizontal coordinates were scaled from a topographic map and have
 QO0057.an estimated accuracy of +/- 6 seconds.
 QO0057
 QO0057.The orthometric height was determined by differential leveling
 QO0057.and adjusted by the National Geodetic Survey in June 1991..
 QO0057
 QO0057.The geoid height was determined by GEOID03.
 QO0057
 QO0057.The dynamic height is computed by dividing the NAVD 88
 QO0057.geopotential number by the normal gravity value computed on the
 QO0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0057.degrees latitude (g = 980.6199 gals.).
 QO0057
 QO0057.The modeled gravity was interpolated from observed gravity values.
 QO0057
 QO0057;                    North         East    Units  Estimated Accuracy
 QO0057;SPC WI C     -   141,270.      422,400.      MT  (+/- 180 meters Scaled)
 QO0057
 QO0057                          SUPERSEDED SURVEY CONTROL
 QO0057
 QO0057  NGVD 29 (??/??/92)  348.926  (m)         1144.77   (f) ADJ UNCH    2 0
 QO0057
 QO0057.Superseded values are not recommended for survey control.
 QO0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0057.See file dsdata.txt to determine how the superseded data were derived.
 QO0057
 QO0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK585923(NAD 83)
 QO0057_MARKER: DB = BENCH MARK DISK
 QO0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0057+STABILITY: SURFACE MOTION
 QO0057
 QO0057  HISTORY     - Date     Condition        Report By
 QO0057  HISTORY     - UNK      MONUMENTED       CGS
 QO0057  HISTORY     - 1934     GOOD             NGS
 QO0057  HISTORY     - 1942     GOOD             NGS
 QO0057  HISTORY     - 1975     MARK NOT FOUND   USGS
 QO0057
 QO0057                          STATION DESCRIPTION
 QO0057
 QO0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QO0057'IN EMERALD.
 QO0057'OPPOSITE EMERALD DEPOT 39 FEET SOUTH OF CENTER OF MAIN TRACK OF SOO
 QO0057'RY.  3 FEET EAST OF TELEPHONE POLE.
 QO0057
 QO0057                          STATION RECOVERY (1942)
 QO0057
 QO0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 QO0057'RECOVERED IN GOOD CONDITION.
 QO0057
 QO0057                          STATION RECOVERY (1975)
 QO0057
 QO0057'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 QO0057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0278 ***********************************************************************
 PO0278  DESIGNATION -  H 51
 PO0278  PID         -  PO0278
 PO0278  STATE/COUNTY-  WI/CHIPPEWA
 PO0278  USGS QUAD   -  ALBERTVILLE (1972)
 PO0278
 PO0278                         *CURRENT SURVEY CONTROL
 PO0278  ___________________________________________________________________
 PO0278* NAD 83(1986)-  44 57 26.     (N)    091 34 12.     (W)     SCALED    
 PO0278* NAVD 88     -       307.274  (meters)    1008.11   (feet)  ADJUSTED  
 PO0278  ___________________________________________________________________
 PO0278  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 PO0278  DYNAMIC HT  -         307.243 (meters)    1008.01  (feet)  COMP
 PO0278  MODELED GRAV-     980,507.0   (mgal)                       NAVD 88
 PO0278
 PO0278  VERT ORDER  -  SECOND    CLASS 0
 PO0278
 PO0278.The horizontal coordinates were scaled from a topographic map and have
 PO0278.an estimated accuracy of +/- 6 seconds.
 PO0278
 PO0278.The orthometric height was determined by differential leveling
 PO0278.and adjusted by the National Geodetic Survey in June 1991..
 PO0278
 PO0278.The geoid height was determined by GEOID03.
 PO0278
 PO0278.The dynamic height is computed by dividing the NAVD 88
 PO0278.geopotential number by the normal gravity value computed on the
 PO0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0278.degrees latitude (g = 980.6199 gals.).
 PO0278
 PO0278.The modeled gravity was interpolated from observed gravity values.
 PO0278
 PO0278;                    North         East    Units  Estimated Accuracy
 PO0278;SPC WI C     -   126,080.      476,130.      MT  (+/- 180 meters Scaled)
 PO0278
 PO0278                          SUPERSEDED SURVEY CONTROL
 PO0278
 PO0278  NGVD 29 (??/??/92)  307.252  (m)         1008.04   (f) ADJ UNCH    2 0
 PO0278
 PO0278.Superseded values are not recommended for survey control.
 PO0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0278.See file dsdata.txt to determine how the superseded data were derived.
 PO0278
 PO0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK127791(NAD 83)
 PO0278_MARKER: DB = BENCH MARK DISK
 PO0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0278+STABILITY: SURFACE MOTION
 PO0278
 PO0278  HISTORY     - Date     Condition        Report By
 PO0278  HISTORY     - UNK      MONUMENTED       CGS
 PO0278  HISTORY     - 1934     GOOD             NGS
 PO0278
 PO0278                          STATION DESCRIPTION
 PO0278
 PO0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PO0278'1.5 MI E FROM ALBERTVILLE.
 PO0278'1.5 MILES EAST OF ALBERTVILLE DEPOT 24 FEET SOUTH OF CENTER OF
 PO0278'MAIN TRACK OF SOO RY., 39 FEET WEST OF CENTER OF ROAD, 1 FOOT
 PO0278'WEST OF FENCE, AT MILE POST 360.4
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0239 ***********************************************************************
 PO0239  DESIGNATION -  H 52
 PO0239  PID         -  PO0239
 PO0239  STATE/COUNTY-  WI/EAU CLAIRE
 PO0239  USGS QUAD   -  AUGUSTA WEST (1964)
 PO0239
 PO0239                         *CURRENT SURVEY CONTROL
 PO0239  ___________________________________________________________________
 PO0239* NAD 83(1991)-  44 41 05.22494(N)    091 08 42.55395(W)     ADJUSTED  
 PO0239* NAVD 88     -       291.771  (meters)     957.25   (feet)  ADJUSTED  
 PO0239  ___________________________________________________________________
 PO0239  LAPLACE CORR-          -6.93  (seconds)                    DEFLEC99
 PO0239  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 PO0239  DYNAMIC HT  -         291.734 (meters)     957.13  (feet)  COMP
 PO0239  MODELED GRAV-     980,482.5   (mgal)                       NAVD 88
 PO0239
 PO0239  HORZ ORDER  -  THIRD
 PO0239  VERT ORDER  -  SECOND    CLASS 0
 PO0239
 PO0239.The horizontal coordinates were established by classical geodetic methods
 PO0239.and adjusted by the National Geodetic Survey in November 1991..
 PO0239
 PO0239.The orthometric height was determined by differential leveling
 PO0239.and adjusted by the National Geodetic Survey in June 1991..
 PO0239
 PO0239.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0239
 PO0239.The geoid height was determined by GEOID03.
 PO0239
 PO0239.The dynamic height is computed by dividing the NAVD 88
 PO0239.geopotential number by the normal gravity value computed on the
 PO0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0239.degrees latitude (g = 980.6199 gals.).
 PO0239
 PO0239.The modeled gravity was interpolated from observed gravity values.
 PO0239
 PO0239;                    North         East     Units Scale Factor Converg.
 PO0239;SPC WI C     -    95,251.767   509,222.431   MT  0.99994626   -0 48 28.8
 PO0239;SPC WI C     -   312,505.17  1,670,673.93   sFT  0.99994626   -0 48 28.8
 PO0239;UTM  15      - 4,949,608.356   646,989.910   MT  0.99986570   +1 18 16.5
 PO0239
 PO0239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0239!SPC WI C     -   0.99995921  x   0.99994626  =   0.99990547
 PO0239!UTM  15      -   0.99995921  x   0.99986570  =   0.99982492
 PO0239
 PO0239                          SUPERSEDED SURVEY CONTROL
 PO0239
 PO0239  NAD 83(1986)-  44 41 05.22036(N)    091 08 42.56526(W) AD(       ) 4
 PO0239  NAD 27      -  44 41 05.36085(N)    091 08 42.01713(W) AD(       ) 3
 PO0239  NGVD 29 (??/??/92)  291.760  (m)          957.22   (f) ADJ UNCH    2 0
 PO0239
 PO0239.Superseded values are not recommended for survey control.
 PO0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0239.See file dsdata.txt to determine how the superseded data were derived.
 PO0239
 PO0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK4699049608(NAD 83)
 PO0239_MARKER: DB = BENCH MARK DISK
 PO0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0239+STABILITY: SURFACE MOTION
 PO0239
 PO0239  HISTORY     - Date     Condition        Report By
 PO0239  HISTORY     - 1934     MONUMENTED       CGS
 PO0239  HISTORY     - 1934     GOOD             NGS
 PO0239  HISTORY     - 1967     GOOD             USGS
 PO0239
 PO0239                          STATION DESCRIPTION
 PO0239
 PO0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PO0239'1.3 MI N FROM AUGUSTA.
 PO0239'1.3 MILES NORTH OF AUGUSTA DEPOT 42 FEET EAST OF CENTER OF EAST
 PO0239'MAIN TRACK OF C. AND N. W. RY. 9 FEET NORTH OF MILE POLE 108 - 9
 PO0239'42 FEET NORTH OF CENTER OF ROAD
 PO0239
 PO0239                          STATION RECOVERY (1967)
 PO0239
 PO0239'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 PO0239'H 52.--1.3 MILES NORTHWEST ALONG THE CHICAGO, SAINT PAUL,
 PO0239'MINNEAPOLIS AND OMAHA RAILWAY FROM THE STATION AT AUGUSTA, EAU
 PO0239'CLAIRE COUNTY, 9 FEET NORTHWEST OF POLE 108/9, 42 FEET NORTHEAST
 PO0239'OF THE CENTERLINE OF THE NORTHEAST MAIN TRACK, AND 42 FEET
 PO0239'NORTHWEST OF THE CENTERLINE OF A ROAD.  A STANDARD DISK, STAMPED
 PO0239'H 52 1934 AND SET IN THE TOP OF A CONCRETE POST.  (291.760
 PO0239'METERS OR 957.216 FEET.)
 PO0239'
 PO0239'TOP OF RAIL OF THE NORTHEAST TRACK OPPOSITE CHICAGO, SAINT PAUL,
 PO0239'MINNEAPOLIS AND OMAHA RAILWAY MILEPOST 109.  (960.3 FEET.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0107 ***********************************************************************
 QN0107  DESIGNATION -  H 53
 QN0107  PID         -  QN0107
 QN0107  STATE/COUNTY-  WI/TAYLOR
 QN0107  USGS QUAD   -  WESTBORO (1970)
 QN0107
 QN0107                         *CURRENT SURVEY CONTROL
 QN0107  ___________________________________________________________________
 QN0107* NAD 83(1986)-  45 19 14.     (N)    090 18 03.     (W)     SCALED    
 QN0107* NAVD 88     -       471.148  (meters)    1545.76   (feet)  ADJUSTED  
 QN0107  ___________________________________________________________________
 QN0107  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 QN0107  DYNAMIC HT  -         471.112 (meters)    1545.64  (feet)  COMP
 QN0107  MODELED GRAV-     980,526.0   (mgal)                       NAVD 88
 QN0107
 QN0107  VERT ORDER  -  SECOND    CLASS 0
 QN0107
 QN0107.The horizontal coordinates were scaled from a topographic map and have
 QN0107.an estimated accuracy of +/- 6 seconds.
 QN0107
 QN0107.The orthometric height was determined by differential leveling
 QN0107.and adjusted by the National Geodetic Survey in June 1991..
 QN0107
 QN0107.The geoid height was determined by GEOID03.
 QN0107
 QN0107.The dynamic height is computed by dividing the NAVD 88
 QN0107.geopotential number by the normal gravity value computed on the
 QN0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0107.degrees latitude (g = 980.6199 gals.).
 QN0107
 QN0107.The modeled gravity was interpolated from observed gravity values.
 QN0107
 QN0107;                    North         East    Units  Estimated Accuracy
 QN0107;SPC WI C     -   165,310.      576,410.      MT  (+/- 180 meters Scaled)
 QN0107
 QN0107                          SUPERSEDED SURVEY CONTROL
 QN0107
 QN0107  NGVD 29 (??/??/92)  471.139  (m)         1545.73   (f) ADJ UNCH    2 0
 QN0107
 QN0107.Superseded values are not recommended for survey control.
 QN0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0107.See file dsdata.txt to determine how the superseded data were derived.
 QN0107
 QN0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL115221(NAD 83)
 QN0107_MARKER: DB = BENCH MARK DISK
 QN0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0107_STAMPING: H 53 1934
 QN0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0107+STABILITY: SURFACE MOTION
 QN0107
 QN0107  HISTORY     - Date     Condition        Report By
 QN0107  HISTORY     - 1934     MONUMENTED       CGS
 QN0107  HISTORY     - 20041012 MARK NOT FOUND   WIDT
 QN0107
 QN0107                          STATION DESCRIPTION
 QN0107
 QN0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QN0107'2.2 MI S FROM WESTBORO.
 QN0107'2.2 MILES SOUTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QN0107'MARIE RAILWAY FROM WESTBORO, TAYLOR COUNTY, 6 POLES SOUTH OF
 QN0107'MILEPOST 330, 40 FEET SOUTHEAST OF A FARM ROAD CROSSING, AND
 QN0107'24 FEET WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 QN0107'STAMPED H 53 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QN0107
 QN0107                          STATION RECOVERY (2004)
 QN0107
 QN0107'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0130 ***********************************************************************
 PO0130  DESIGNATION -  H 54
 PO0130  PID         -  PO0130
 PO0130  STATE/COUNTY-  WI/JACKSON
 PO0130  USGS QUAD   -  MERRILLAN (1984)
 PO0130
 PO0130                         *CURRENT SURVEY CONTROL
 PO0130  ___________________________________________________________________
 PO0130* NAD 83(1986)-  44 29 16.     (N)    090 51 47.     (W)     SCALED    
 PO0130* NAVD 88     -       299.106  (meters)     981.32   (feet)  ADJUSTED  
 PO0130  ___________________________________________________________________
 PO0130  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 PO0130  DYNAMIC HT  -         299.062 (meters)     981.17  (feet)  COMP
 PO0130  MODELED GRAV-     980,462.5   (mgal)                       NAVD 88
 PO0130
 PO0130  VERT ORDER  -  SECOND    CLASS 0
 PO0130
 PO0130.The horizontal coordinates were scaled from a topographic map and have
 PO0130.an estimated accuracy of +/- 6 seconds.
 PO0130
 PO0130.The orthometric height was determined by differential leveling
 PO0130.and adjusted by the National Geodetic Survey in June 1991..
 PO0130
 PO0130.The geoid height was determined by GEOID03.
 PO0130
 PO0130.The dynamic height is computed by dividing the NAVD 88
 PO0130.geopotential number by the normal gravity value computed on the
 PO0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0130.degrees latitude (g = 980.6199 gals.).
 PO0130
 PO0130.The modeled gravity was interpolated from observed gravity values.
 PO0130
 PO0130;                    North         East    Units  Estimated Accuracy
 PO0130;SPC WI C     -    73,090.      531,350.      MT  (+/- 180 meters Scaled)
 PO0130
 PO0130                          SUPERSEDED SURVEY CONTROL
 PO0130
 PO0130  NGVD 29 (??/??/92)  299.108  (m)          981.32   (f) ADJ UNCH    2 0
 PO0130
 PO0130.Superseded values are not recommended for survey control.
 PO0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0130.See file dsdata.txt to determine how the superseded data were derived.
 PO0130
 PO0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK699282(NAD 83)
 PO0130_MARKER: DB = BENCH MARK DISK
 PO0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0130_STAMPING: H 54 1934
 PO0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0130+STABILITY: SURFACE MOTION
 PO0130
 PO0130  HISTORY     - Date     Condition        Report By
 PO0130  HISTORY     - 1934     MONUMENTED       CGS
 PO0130  HISTORY     - 20031118 MARK NOT FOUND   WIDT
 PO0130
 PO0130                          STATION DESCRIPTION
 PO0130
 PO0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PO0130'2.7 MI N FROM MERRILLAN.
 PO0130'2.7 MILES NORTH ALONG THE CHICAGO, SAINT PAUL, MINNEAPOLIS AND
 PO0130'OMAHA RAILWAY FROM MERRILLAN, JACKSON COUNTY, 75 FEET NORTH OF
 PO0130'MILEPOST 129, AT A ROAD CROSSING, 30 FEET NORTH OF THE ROAD, AND
 PO0130'20 FEET EAST OF THE CENTERLINE OF THE NORTHBOUND TRACK.  A
 PO0130'STANDARD DISK, STAMPED H 54 1934 AND SET IN THE TOP OF A CONCRETE
 PO0130'POST PROJECTING 3 INCHES ABOVE GROUND.
 PO0130
 PO0130                          STATION RECOVERY (2003)
 PO0130
 PO0130'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0114 ***********************************************************************
 PO0114  DESIGNATION -  H 55
 PO0114  PID         -  PO0114
 PO0114  STATE/COUNTY-  WI/MONROE
 PO0114  USGS QUAD   -  WYEVILLE (1981)
 PO0114
 PO0114                         *CURRENT SURVEY CONTROL
 PO0114  ___________________________________________________________________
 PO0114* NAD 83(1986)-  44 03 04.     (N)    090 24 35.     (W)     SCALED    
 PO0114* NAVD 88     -       281.914  (meters)     924.91   (feet)  ADJUSTED  
 PO0114  ___________________________________________________________________
 PO0114  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 PO0114  DYNAMIC HT  -         281.858 (meters)     924.73  (feet)  COMP
 PO0114  MODELED GRAV-     980,411.8   (mgal)                       NAVD 88
 PO0114
 PO0114  VERT ORDER  -  FIRST     CLASS II
 PO0114
 PO0114.The horizontal coordinates were scaled from a topographic map and have
 PO0114.an estimated accuracy of +/- 6 seconds.
 PO0114
 PO0114.The orthometric height was determined by differential leveling
 PO0114.and adjusted by the National Geodetic Survey in June 1991..
 PO0114
 PO0114.The geoid height was determined by GEOID03.
 PO0114
 PO0114.The dynamic height is computed by dividing the NAVD 88
 PO0114.geopotential number by the normal gravity value computed on the
 PO0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0114.degrees latitude (g = 980.6199 gals.).
 PO0114
 PO0114.The modeled gravity was interpolated from observed gravity values.
 PO0114
 PO0114;                    North         East    Units  Estimated Accuracy
 PO0114;SPC WI S     -   227,950.      567,170.      MT  (+/- 180 meters Scaled)
 PO0114
 PO0114                          SUPERSEDED SURVEY CONTROL
 PO0114
 PO0114  NGVD 29 (??/??/92)  281.918  (m)          924.93   (f) ADJ UNCH    1 2
 PO0114
 PO0114.Superseded values are not recommended for survey control.
 PO0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0114.See file dsdata.txt to determine how the superseded data were derived.
 PO0114
 PO0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ074808(NAD 83)
 PO0114_MARKER: DB = BENCH MARK DISK
 PO0114_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PO0114_SP_SET: ABUTMENT
 PO0114_STAMPING: H 55 1934
 PO0114_MARK LOGO: CGS   
 PO0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0114+STABILITY: SURFACE MOTION
 PO0114
 PO0114  HISTORY     - Date     Condition        Report By
 PO0114  HISTORY     - UNK      MONUMENTED       CGS
 PO0114  HISTORY     - 1934     GOOD             NGS
 PO0114  HISTORY     - 1985     GOOD             NGS
 PO0114
 PO0114                          STATION DESCRIPTION
 PO0114
 PO0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PO0114'AT VALLEY JUNCTION.
 PO0114'IN VALLEY JUNCTION ALONG THE CHICAGO MINNEAPOLIS ST PAUL AND
 PO0114'OMAHA RR IN THE WEST END OF THE SOUTH ABUTMENT OF BRIDGE 57 1/4
 PO0114'10 FEET WEST OF CENTER OF SOUTHBOUND TRACK.
 PO0114
 PO0114                          STATION RECOVERY (1985)
 PO0114
 PO0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PO0114'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  0.3 KM (0.2 MI)
 PO0114'SOUTHEAST ALONG THE CHICAGO AND NORTHWESTERN RAILROAD FROM ITS
 PO0114'JUNCTION WITH STATE HIGHWAY 173 IN VALLEY JUNCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0121 ***********************************************************************
 PO0121  DESIGNATION -  H 56
 PO0121  PID         -  PO0121
 PO0121  STATE/COUNTY-  WI/JACKSON
 PO0121  USGS QUAD   -  MERRILLAN (1984)
 PO0121
 PO0121                         *CURRENT SURVEY CONTROL
 PO0121  ___________________________________________________________________
 PO0121* NAD 83(1986)-  44 27 20.     (N)    090 50 05.     (W)     SCALED    
 PO0121* NAVD 88     -       283.257  (meters)     929.32   (feet)  ADJUSTED  
 PO0121  ___________________________________________________________________
 PO0121  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 PO0121  DYNAMIC HT  -         283.214 (meters)     929.18  (feet)  COMP
 PO0121  MODELED GRAV-     980,459.3   (mgal)                       NAVD 88
 PO0121
 PO0121  VERT ORDER  -  SECOND    CLASS 0
 PO0121
 PO0121.The horizontal coordinates were scaled from a topographic map and have
 PO0121.an estimated accuracy of +/- 6 seconds.
 PO0121
 PO0121.The orthometric height was determined by differential leveling
 PO0121.and adjusted by the National Geodetic Survey in June 1991..
 PO0121
 PO0121.The geoid height was determined by GEOID03.
 PO0121
 PO0121.The dynamic height is computed by dividing the NAVD 88
 PO0121.geopotential number by the normal gravity value computed on the
 PO0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0121.degrees latitude (g = 980.6199 gals.).
 PO0121
 PO0121.The modeled gravity was interpolated from observed gravity values.
 PO0121
 PO0121;                    North         East    Units  Estimated Accuracy
 PO0121;SPC WI C     -    69,480.      533,570.      MT  (+/- 180 meters Scaled)
 PO0121
 PO0121                          SUPERSEDED SURVEY CONTROL
 PO0121
 PO0121  NGVD 29 (??/??/92)  283.259  (m)          929.33   (f) ADJ UNCH    2 0
 PO0121
 PO0121.Superseded values are not recommended for survey control.
 PO0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0121.See file dsdata.txt to determine how the superseded data were derived.
 PO0121
 PO0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK722247(NAD 83)
 PO0121_MARKER: DB = BENCH MARK DISK
 PO0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0121_STAMPING: H 56 1934
 PO0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0121+STABILITY: SURFACE MOTION
 PO0121
 PO0121  HISTORY     - Date     Condition        Report By
 PO0121  HISTORY     - 1934     MONUMENTED       CGS
 PO0121
 PO0121                          STATION DESCRIPTION
 PO0121
 PO0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PO0121'0.3 MI NE FROM MERRILLAN.
 PO0121'ABOUT 0.3 MILE NORTHEAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 PO0121'AND OMAHA RAILWAY FROM MERRILLAN, JACKSON COUNTY, 40 FEET WEST
 PO0121'OF MILEPOST 0+15, ABOUT 2 RAILS NORTH OF A ROAD CROSSING, AND
 PO0121'23 FEET WEST OF THE CENTER LINE OF THE TRACK.  A STANDARD
 PO0121'DISK, STAMPED H 56 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0252 ***********************************************************************
 QN0252  DESIGNATION -  H 57
 QN0252  PID         -  QN0252
 QN0252  STATE/COUNTY-  WI/BARRON
 QN0252  USGS QUAD   -  MOOSE EAR LAKE (1978)
 QN0252
 QN0252                         *CURRENT SURVEY CONTROL
 QN0252  ___________________________________________________________________
 QN0252* NAD 83(1986)-  45 16 01.     (N)    091 36 46.     (W)     SCALED    
 QN0252* NAVD 88     -       332.104  (meters)    1089.58   (feet)  ADJUSTED  
 QN0252  ___________________________________________________________________
 QN0252  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 QN0252  DYNAMIC HT  -         332.084 (meters)    1089.51  (feet)  COMP
 QN0252  MODELED GRAV-     980,547.7   (mgal)                       NAVD 88
 QN0252
 QN0252  VERT ORDER  -  SECOND    CLASS 0
 QN0252
 QN0252.The horizontal coordinates were scaled from a topographic map and have
 QN0252.an estimated accuracy of +/- 6 seconds.
 QN0252
 QN0252.The orthometric height was determined by differential leveling
 QN0252.and adjusted by the National Geodetic Survey in June 1991..
 QN0252
 QN0252.The geoid height was determined by GEOID03.
 QN0252
 QN0252.The dynamic height is computed by dividing the NAVD 88
 QN0252.geopotential number by the normal gravity value computed on the
 QN0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0252.degrees latitude (g = 980.6199 gals.).
 QN0252
 QN0252.The modeled gravity was interpolated from observed gravity values.
 QN0252
 QN0252;                    North         East    Units  Estimated Accuracy
 QN0252;SPC WI C     -   160,560.      473,440.      MT  (+/- 180 meters Scaled)
 QN0252
 QN0252                          SUPERSEDED SURVEY CONTROL
 QN0252
 QN0252  NGVD 29 (??/??/92)  332.096  (m)         1089.55   (f) ADJ UNCH    2 0
 QN0252
 QN0252.Superseded values are not recommended for survey control.
 QN0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0252.See file dsdata.txt to determine how the superseded data were derived.
 QN0252
 QN0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL088135(NAD 83)
 QN0252_MARKER: DB = BENCH MARK DISK
 QN0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0252_STAMPING: H 57 1934
 QN0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0252+STABILITY: SURFACE MOTION
 QN0252
 QN0252  HISTORY     - Date     Condition        Report By
 QN0252  HISTORY     - 1934     MONUMENTED       CGS
 QN0252  HISTORY     - 1951     MARK NOT FOUND   USGS
 QN0252  HISTORY     - 20031105 MARK NOT FOUND   WIDT
 QN0252  HISTORY     - 20040921 MARK NOT FOUND   WIDT
 QN0252
 QN0252                          STATION DESCRIPTION
 QN0252
 QN0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QN0252'3.7 MI S FROM CHETEK.
 QN0252'3.7 MILES SOUTH OF CHETEK ALONG THE CHICAGO, SAINT PAUL,
 QN0252'MINNEAPOLIS AND OMAHA RAILWAY FROM CHETEK, BARRON COUNTY, 6 RAILS
 QN0252'NORTH OF MILEPOST 38, 50 FEET WEST OF U.S. HIGHWAY 53, AND 40
 QN0252'FEET EAST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 QN0252'STAMPED H 57 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QN0252
 QN0252                          STATION RECOVERY (1951)
 QN0252
 QN0252'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 QN0252'MARK NOT FOUND.
 QN0252
 QN0252                          STATION RECOVERY (2003)
 QN0252
 QN0252'RECOVERY NOTE BY WI DEPT OF TRANSP 2003
 QN0252'MARK NOT FOUND.
 QN0252
 QN0252                          STATION RECOVERY (2004)
 QN0252
 QN0252'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP0592 ***********************************************************************
 PP0592  DESIGNATION -  H 59
 PP0592  PID         -  PP0592
 PP0592  STATE/COUNTY-  WI/PIERCE
 PP0592  USGS QUAD   -  DIAMOND BLUFF EAST (1974)
 PP0592
 PP0592                         *CURRENT SURVEY CONTROL
 PP0592  ___________________________________________________________________
 PP0592* NAD 83(1986)-  44 41 51.     (N)    092 31 04.     (W)     SCALED    
 PP0592* NAVD 88     -       305.744  (meters)    1003.10   (feet)  ADJUSTED  
 PP0592  ___________________________________________________________________
 PP0592  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 PP0592  DYNAMIC HT  -         305.698 (meters)    1002.94  (feet)  COMP
 PP0592  MODELED GRAV-     980,460.8   (mgal)                       NAVD 88
 PP0592
 PP0592  VERT ORDER  -  SECOND    CLASS 0
 PP0592
 PP0592.The horizontal coordinates were scaled from a topographic map and have
 PP0592.an estimated accuracy of +/- 6 seconds.
 PP0592
 PP0592.The orthometric height was determined by differential leveling
 PP0592.and adjusted by the National Geodetic Survey in June 1991..
 PP0592
 PP0592.The geoid height was determined by GEOID03.
 PP0592
 PP0592.The dynamic height is computed by dividing the NAVD 88
 PP0592.geopotential number by the normal gravity value computed on the
 PP0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0592.degrees latitude (g = 980.6199 gals.).
 PP0592
 PP0592.The modeled gravity was interpolated from observed gravity values.
 PP0592
 PP0592;                    North         East    Units  Estimated Accuracy
 PP0592;SPC WI C     -    99,120.      400,480.      MT  (+/- 180 meters Scaled)
 PP0592
 PP0592                          SUPERSEDED SURVEY CONTROL
 PP0592
 PP0592  NGVD 29 (??/??/92)  305.743  (m)         1003.09   (f) ADJ UNCH    2 0
 PP0592
 PP0592.Superseded values are not recommended for survey control.
 PP0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0592.See file dsdata.txt to determine how the superseded data were derived.
 PP0592
 PP0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK382494(NAD 83)
 PP0592_MARKER: DB = BENCH MARK DISK
 PP0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0592_STAMPING: H 59 1934
 PP0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0592+STABILITY: SURFACE MOTION
 PP0592
 PP0592  HISTORY     - Date     Condition        Report By
 PP0592  HISTORY     - 1934     MONUMENTED       CGS
 PP0592  HISTORY     - 1974     MARK NOT FOUND   USGS
 PP0592  HISTORY     - 20031203 MARK NOT FOUND   WIDT
 PP0592
 PP0592                          STATION DESCRIPTION
 PP0592
 PP0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PP0592'3.96 MI S FROM ELLSWORTH.
 PP0592'3.96 MILES SOUTH OF BY HIGHWAY ALONG STATE HIGHWAY NO. 46 25 FEET WEST
 PP0592'OF CENTER OF HIGHWAY IN THE SOUTHEAST CORNER OF YARD OF HOUSE SOUTH OF
 PP0592'TEXACO SERVICE STATION BY THE NORTHEAST CORNER OF THE FENCE AROUND THE
 PP0592'FIRST FIELD SOUTH OF THE HOUSE FLUSH WITH THE GROUND.
 PP0592
 PP0592                          STATION RECOVERY (1974)
 PP0592
 PP0592'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 PP0592'MARK NOT FOUND.
 PP0592
 PP0592                          STATION RECOVERY (2003)
 PP0592
 PP0592'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PP0592'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0265 ***********************************************************************
 PO0265  DESIGNATION -  H 60
 PO0265  PID         -  PO0265
 PO0265  STATE/COUNTY-  WI/TREMPEALEAU
 PO0265  USGS QUAD   -  INDEPENDENCE (1973)
 PO0265
 PO0265                         *CURRENT SURVEY CONTROL
 PO0265  ___________________________________________________________________
 PO0265* NAD 83(1986)-  44 16 25.     (N)    091 28 31.     (W)     SCALED    
 PO0265* NAVD 88     -       224.595  (meters)     736.86   (feet)  ADJUSTED  
 PO0265  ___________________________________________________________________
 PO0265  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 PO0265  DYNAMIC HT  -         224.566 (meters)     736.76  (feet)  COMP
 PO0265  MODELED GRAV-     980,486.0   (mgal)                       NAVD 88
 PO0265
 PO0265  VERT ORDER  -  SECOND    CLASS 0
 PO0265
 PO0265.The horizontal coordinates were scaled from a topographic map and have
 PO0265.an estimated accuracy of +/- 6 seconds.
 PO0265
 PO0265.The orthometric height was determined by differential leveling
 PO0265.and adjusted by the National Geodetic Survey in June 1991..
 PO0265
 PO0265.The geoid height was determined by GEOID03.
 PO0265
 PO0265.The dynamic height is computed by dividing the NAVD 88
 PO0265.geopotential number by the normal gravity value computed on the
 PO0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0265.degrees latitude (g = 980.6199 gals.).
 PO0265
 PO0265.The modeled gravity was interpolated from observed gravity values.
 PO0265
 PO0265;                    North         East    Units  Estimated Accuracy
 PO0265;SPC WI C     -    49,990.      482,230.      MT  (+/- 180 meters Scaled)
 PO0265
 PO0265                          SUPERSEDED SURVEY CONTROL
 PO0265
 PO0265  NGVD 29 (??/??/92)  224.611  (m)          736.91   (f) ADJ UNCH    2 0
 PO0265
 PO0265.Superseded values are not recommended for survey control.
 PO0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0265.See file dsdata.txt to determine how the superseded data were derived.
 PO0265
 PO0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK216033(NAD 83)
 PO0265_MARKER: DB = BENCH MARK DISK
 PO0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0265+STABILITY: SURFACE MOTION
 PO0265
 PO0265  HISTORY     - Date     Condition        Report By
 PO0265  HISTORY     - UNK      MONUMENTED       CGS
 PO0265  HISTORY     - 1934     GOOD             NGS
 PO0265
 PO0265                          STATION DESCRIPTION
 PO0265
 PO0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PO0265'1.9 MI NE FROM ARCADIA.
 PO0265'1.9 MILES NORTHEAST OF BY RAILROAD ALONG THE GREEN BAY AND
 PO0265'WESTERN RR 20 FEET EAST OF CENTER OF TRACK 25 FEET NORTH OF
 PO0265'COUNTY ROAD CROSSING 500 SOUTH OF PLATE GIRDER RR BRIDGE 2 IN
 PO0265'ABOVE THE GROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0150 ***********************************************************************
 RM0150  DESIGNATION -  H 61
 RM0150  PID         -  RM0150
 RM0150  STATE/COUNTY-  WI/IRON
 RM0150  USGS QUAD   -  MERCER (1981)
 RM0150
 RM0150                         *CURRENT SURVEY CONTROL
 RM0150  ___________________________________________________________________
 RM0150* NAD 83(1986)-  46 10 59.     (N)    090 00 58.     (W)     SCALED    
 RM0150* NAVD 88     -       495.845  (meters)    1626.78   (feet)  ADJUSTED  
 RM0150  ___________________________________________________________________
 RM0150  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 RM0150  DYNAMIC HT  -         495.842 (meters)    1626.78  (feet)  COMP
 RM0150  MODELED GRAV-     980,592.3   (mgal)                       NAVD 88
 RM0150
 RM0150  VERT ORDER  -  SECOND    CLASS 0
 RM0150
 RM0150.The horizontal coordinates were scaled from a topographic map and have
 RM0150.an estimated accuracy of +/- 6 seconds.
 RM0150
 RM0150.The orthometric height was determined by differential leveling
 RM0150.and adjusted by the National Geodetic Survey in June 1991..
 RM0150
 RM0150.The geoid height was determined by GEOID03.
 RM0150
 RM0150.The dynamic height is computed by dividing the NAVD 88
 RM0150.geopotential number by the normal gravity value computed on the
 RM0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0150.degrees latitude (g = 980.6199 gals.).
 RM0150
 RM0150.The modeled gravity was interpolated from observed gravity values.
 RM0150
 RM0150;                    North         East    Units  Estimated Accuracy
 RM0150;SPC WI N     -   112,970.      598,760.      MT  (+/- 180 meters Scaled)
 RM0150
 RM0150                          SUPERSEDED SURVEY CONTROL
 RM0150
 RM0150  NGVD 29 (??/??/92)  495.830  (m)         1626.74   (f) ADJ UNCH    2 0
 RM0150
 RM0150.Superseded values are not recommended for survey control.
 RM0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0150.See file dsdata.txt to determine how the superseded data were derived.
 RM0150
 RM0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM302187(NAD 83)
 RM0150_MARKER: DB = BENCH MARK DISK
 RM0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0150_STAMPING: H 61 1948
 RM0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0150+STABILITY: SURFACE MOTION
 RM0150
 RM0150  HISTORY     - Date     Condition        Report By
 RM0150  HISTORY     - 1948     MONUMENTED       CGS
 RM0150  HISTORY     - 20021128 MARK NOT FOUND   USPSQD
 RM0150  HISTORY     - 20040311 MARK NOT FOUND   USPSQD
 RM0150  HISTORY     - 20050914 MARK NOT FOUND   WIDT
 RM0150
 RM0150                          STATION DESCRIPTION
 RM0150
 RM0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RM0150'2.8 MI NE FROM MERCER.
 RM0150'ABOUT 0.8 MILE NORTH ALONG A BLACK TOP ROAD FROM THE MERCER
 RM0150'SCHOOL AT MERCER, THENCE ABOUT 2.05 MILES EAST ALONG A GRAVEL
 RM0150'ROAD, ABOUT 0.3 MILE EAST OF A CROSS ROAD, AT THE ENTRANCE TO
 RM0150'WILDERNESS LODGE LEADING NORTH, 45 FEET NORTHEAST OF THE CENTER
 RM0150'OF THE JUNCTION, 32 FEET EAST OF THE CENTER LINE OF THE LODGE
 RM0150'ENTRANCE ROAD, 26 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 RM0150'1 1/2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 RM0150'PROJECTING 6 INCHES.
 RM0150
 RM0150                          STATION RECOVERY (2002)
 RM0150
 RM0150'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 RM0150'NOT FOUND.  GO 2.5 MILES NORTHEAST ON CTH J FROM HIGHWAY 51 TO BEAVER
 RM0150'LODGE CIRCLE TO THE LEFT. CONTINUE ON CTH J FOR 0.3 MILE TO A T
 RM0150'JUNCTION OF PAYMENT LAKE RD. TO THE LEFT. IT IS 17 FT EAST OF THE
 RM0150'TALLEST OF 3 WOOD PILINGS ON THE EAST SIDE OF THE ROAD, 1 FT. SOUTH OF
 RM0150'A WITNESS POST. H61 RESET IS 17 FT NORTH OF THIS POSITION.
 RM0150
 RM0150                          STATION RECOVERY (2004)
 RM0150
 RM0150'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0150'MARK NOT FOUND.
 RM0150
 RM0150                          STATION RECOVERY (2005)
 RM0150
 RM0150'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RM0150'MARK NOT FOUND.  ADD--DIMMENSIONS PLACE THE STATION ON THE SIDE SLOPE
 RM0150'OF THE DITCH WHICH HAS BEEN GRADED SINCE THE MONUMENT WAS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0151 ***********************************************************************
 RM0151  DESIGNATION -  H 61 RESET
 RM0151  PID         -  RM0151
 RM0151  STATE/COUNTY-  WI/IRON
 RM0151  USGS QUAD   -  MERCER (1981)
 RM0151
 RM0151                         *CURRENT SURVEY CONTROL
 RM0151  ___________________________________________________________________
 RM0151* NAD 83(1986)-  46 10 58.     (N)    090 00 58.     (W)     SCALED    
 RM0151* NAVD 88     -       495.45   (+/-2cm)    1625.5    (feet)  VERTCON   
 RM0151  ___________________________________________________________________
 RM0151  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 RM0151
 RM0151  VERT ORDER  -  THIRD (See Below)
 RM0151
 RM0151.The horizontal coordinates were scaled from a topographic map and have
 RM0151.an estimated accuracy of +/- 6 seconds.
 RM0151
 RM0151.The NAVD 88 height was computed by applying the VERTCON shift value to
 RM0151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RM0151.The vertical order pertains to the NGVD 29 superseded value.
 RM0151
 RM0151.The geoid height was determined by GEOID03.
 RM0151
 RM0151;                    North         East    Units  Estimated Accuracy
 RM0151;SPC WI N     -   112,940.      598,760.      MT  (+/- 180 meters Scaled)
 RM0151
 RM0151                          SUPERSEDED SURVEY CONTROL
 RM0151
 RM0151  NGVD 29 (09/01/04)  495.44   (m)         1625.5    (f) RESET       3  
 RM0151
 RM0151.Superseded values are not recommended for survey control.
 RM0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0151.See file dsdata.txt to determine how the superseded data were derived.
 RM0151
 RM0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM302186(NAD 83)
 RM0151_MARKER: DB = BENCH MARK DISK
 RM0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0151_STAMPING: H 61 RESET 1950
 RM0151_MARK LOGO: CGS   
 RM0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0151+STABILITY: SURFACE MOTION
 RM0151_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0151+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2005
 RM0151
 RM0151  HISTORY     - Date     Condition        Report By
 RM0151  HISTORY     - 1950     MONUMENTED       WIHD
 RM0151  HISTORY     - 1982     GOOD             NGS
 RM0151  HISTORY     - 20021128 GOOD             USPSQD
 RM0151  HISTORY     - 20040311 GOOD             USPSQD
 RM0151  HISTORY     - 20050914 GOOD             WIDT
 RM0151
 RM0151                          STATION DESCRIPTION
 RM0151
 RM0151'DESCRIBED BY WI HIGHWAY DEPT 1950
 RM0151'2.7 MI NE FROM MERCER.
 RM0151'2.7 MILES NORTHEAST ALONG THE MERCER-WINCHESTER ROAD FROM
 RM0151'MERCER, IRON COUNTY, 0.3 MILE EAST OF A CROSSROAD, AT THE
 RM0151'JUNCTION OF A ROAD LEADING TO WILDERNESS LODGE, 32 FEET EAST
 RM0151'OF THE CENTERLINE OF THE SIDE ROAD, AND 43 FEET NORTH OF THE
 RM0151'CENTERLINE OF THE MAIN ROAD.  A STANDARD DISK, STAMPED H 61
 RM0151'RESET 1950 AND SET IN THE TOP OF A CONCRETE POST.
 RM0151
 RM0151                          STATION RECOVERY (1982)
 RM0151
 RM0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RM0151'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO.
 RM0151
 RM0151                          STATION RECOVERY (2002)
 RM0151
 RM0151'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 RM0151'RECOVERED IN GOOD CONDITION. GO 2.5 MILES NORTHEAST ON CTH J FROM
 RM0151'HIGHWAY 51 TO BEAVER LODGE CIRCLE TO THE LEFT. CONTINUE ON CTH J FOR
 RM0151'0.3 MILE TO A T JUNCTION OF PAYMENT LAKE RD. TO THE LEFT. IT IS 17 FT
 RM0151'EAST OF THE TALLEST OF 3 WOOD PILINGS ON THE EAST SIDE OF THE ROAD, 1
 RM0151'FT. SOUTH OF A WITNESS POST. NOTE--ACCESS TO POINT IS HAD THROUGH A
 RM0151'5-INCH LOGO CAP.
 RM0151
 RM0151                          STATION RECOVERY (2004)
 RM0151
 RM0151'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0151'RECOVERED IN GOOD CONDITION.
 RM0151
 RM0151                          STATION RECOVERY (2005)
 RM0151
 RM0151'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RM0151'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL1095 ***********************************************************************
 RL1095  DESIGNATION -  H 62
 RL1095  PID         -  RL1095
 RL1095  STATE/COUNTY-  WI/VILAS
 RL1095  USGS QUAD   -  PHELPS (1981)
 RL1095
 RL1095                         *CURRENT SURVEY CONTROL
 RL1095  ___________________________________________________________________
 RL1095* NAD 83(1986)-  46 06 47.     (N)    089 07 08.     (W)     SCALED    
 RL1095* NAVD 88     -       526.661  (meters)    1727.89   (feet)  ADJUSTED  
 RL1095  ___________________________________________________________________
 RL1095  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 RL1095  DYNAMIC HT  -         526.658 (meters)    1727.88  (feet)  COMP
 RL1095  MODELED GRAV-     980,592.7   (mgal)                       NAVD 88
 RL1095
 RL1095  VERT ORDER  -  SECOND    CLASS 0
 RL1095
 RL1095.The horizontal coordinates were scaled from a topographic map and have
 RL1095.an estimated accuracy of +/- 6 seconds.
 RL1095
 RL1095.The orthometric height was determined by differential leveling
 RL1095.and adjusted by the National Geodetic Survey in June 1991..
 RL1095
 RL1095.The geoid height was determined by GEOID03.
 RL1095
 RL1095.The dynamic height is computed by dividing the NAVD 88
 RL1095.geopotential number by the normal gravity value computed on the
 RL1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1095.degrees latitude (g = 980.6199 gals.).
 RL1095
 RL1095.The modeled gravity was interpolated from observed gravity values.
 RL1095
 RL1095;                    North         East    Units  Estimated Accuracy
 RL1095;SPC WI N     -   105,560.      668,110.      MT  (+/- 180 meters Scaled)
 RL1095
 RL1095                          SUPERSEDED SURVEY CONTROL
 RL1095
 RL1095  NGVD 29 (??/??/92)  526.673  (m)         1727.93   (f) ADJ UNCH    2 0
 RL1095
 RL1095.Superseded values are not recommended for survey control.
 RL1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1095.See file dsdata.txt to determine how the superseded data were derived.
 RL1095
 RL1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS362087(NAD 83)
 RL1095_MARKER: DB = BENCH MARK DISK
 RL1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1095_STAMPING: H 62 1948
 RL1095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1095+STABILITY: SURFACE MOTION
 RL1095
 RL1095  HISTORY     - Date     Condition        Report By
 RL1095  HISTORY     - 1948     MONUMENTED       CGS
 RL1095  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 RL1095  HISTORY     - 20020618 GOOD             USPSQD
 RL1095  HISTORY     - 20051006 MARK NOT FOUND   WIDT
 RL1095
 RL1095                          STATION DESCRIPTION
 RL1095
 RL1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1095'3.8 MI NW FROM PHELPS.
 RL1095'ABOUT 3.8 MILES NORTHWEST ALONG COUNTY HIGHWAY E FROM ITS
 RL1095'JUNCTION WITH STATE HIGHWAY 17 AT PHELPS, ABOUT 0.45 MILE EAST
 RL1095'OF A GRAVEL ROAD CROSSING, ABOUT 1.15 MILES NORTHWEST OF THE
 RL1095'JUNCTION OF A ROAD NORTHEAST, 40.5 FEET SOUTH OF THE CENTER
 RL1095'LINE OF THE ROAD, AT THE EAST END OF A CUT, 2 FEET WEST OF A
 RL1095'WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE HIGHWAY AND SET
 RL1095'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RL1095
 RL1095                          STATION RECOVERY (1997)
 RL1095
 RL1095'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL1095'MARK NOT FOUND.
 RL1095
 RL1095                          STATION RECOVERY (2002)
 RL1095
 RL1095'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL1095'RECOVERED IN GOOD CONDITION.
 RL1095
 RL1095                          STATION RECOVERY (2005)
 RL1095
 RL1095'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1095'MARK NOT FOUND. ADD-DESCRIPTION IS NOT PRECISE ENOUGH TO LOCATE
 RL1095'STATION. -NOTE-THE APPROXIMATE LOCATION IS NEAR THE JUNCTION OF FOREST
 RL1095'ROAD -2819-AND COUNTY HIGHWAY E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL1086 ***********************************************************************
 RL1086  DESIGNATION -  H 63
 RL1086  PID         -  RL1086
 RL1086  STATE/COUNTY-  WI/VILAS
 RL1086  USGS QUAD   -  PHELPS (1981)
 RL1086
 RL1086                         *CURRENT SURVEY CONTROL
 RL1086  ___________________________________________________________________
 RL1086* NAD 83(1986)-  46 03 17.     (N)    089 03 25.     (W)     SCALED    
 RL1086* NAVD 88     -       539.201  (meters)    1769.03   (feet)  ADJUSTED  
 RL1086  ___________________________________________________________________
 RL1086  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 RL1086  DYNAMIC HT  -         539.192 (meters)    1769.00  (feet)  COMP
 RL1086  MODELED GRAV-     980,579.3   (mgal)                       NAVD 88
 RL1086
 RL1086  VERT ORDER  -  SECOND    CLASS 0
 RL1086
 RL1086.The horizontal coordinates were scaled from a topographic map and have
 RL1086.an estimated accuracy of +/- 6 seconds.
 RL1086
 RL1086.The orthometric height was determined by differential leveling
 RL1086.and adjusted by the National Geodetic Survey in June 1991..
 RL1086
 RL1086.The geoid height was determined by GEOID03.
 RL1086
 RL1086.The dynamic height is computed by dividing the NAVD 88
 RL1086.geopotential number by the normal gravity value computed on the
 RL1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1086.degrees latitude (g = 980.6199 gals.).
 RL1086
 RL1086.The modeled gravity was interpolated from observed gravity values.
 RL1086
 RL1086;                    North         East    Units  Estimated Accuracy
 RL1086;SPC WI N     -    99,140.      672,980.      MT  (+/- 180 meters Scaled)
 RL1086
 RL1086                          SUPERSEDED SURVEY CONTROL
 RL1086
 RL1086  NGVD 29 (??/??/92)  539.203  (m)         1769.04   (f) ADJ UNCH    2 0
 RL1086
 RL1086.Superseded values are not recommended for survey control.
 RL1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1086.See file dsdata.txt to determine how the superseded data were derived.
 RL1086
 RL1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS408021(NAD 83)
 RL1086_MARKER: DB = BENCH MARK DISK
 RL1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1086_STAMPING: H 63 1948
 RL1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1086+STABILITY: SURFACE MOTION
 RL1086
 RL1086  HISTORY     - Date     Condition        Report By
 RL1086  HISTORY     - 1948     MONUMENTED       CGS
 RL1086  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL1086  HISTORY     - 20020618 MARK NOT FOUND   USPSQD
 RL1086  HISTORY     - 20051005 MARK NOT FOUND   WIDT
 RL1086
 RL1086                          STATION DESCRIPTION
 RL1086
 RL1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1086'2.8 MI SE FROM PHELPS.
 RL1086'ABOUT 1.85 MILES EAST ALONG STATE HIGHWAY 17 FROM THE PHELPS
 RL1086'STATE BANK BUILDING AT PHELPS, THENCE ABOUT 1.0 MILE SOUTH
 RL1086'ALONG ELVOY ROAD, ABOUT 0.25 MILE NORTH OF A CURVE IN THE ROAD
 RL1086'NORTH AND EAST, AT A CROSS ROAD, 64 FEET WEST OF THE CENTER
 RL1086'LINE OF ELVOY ROAD, 25 FEET SOUTH OF THE CENTER LINE OF THE
 RL1086'CROSSROAD, 1.5 FEET NORTH OF A WIRE FENCE, 21.5 FEET WEST OF
 RL1086'A FENCE CORNER, 38.5 FEET WEST OF POWER POLE NO. C35 N 46 684,
 RL1086'2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 RL1086'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL1086'5 INCHES.
 RL1086
 RL1086                          STATION RECOVERY (1978)
 RL1086
 RL1086'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL1086'MARK NOT FOUND.
 RL1086
 RL1086                          STATION RECOVERY (2002)
 RL1086
 RL1086'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL1086'MARK NOT FOUND.
 RL1086
 RL1086                          STATION RECOVERY (2005)
 RL1086
 RL1086'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1086'MARK NOT FOUND.  ADD MEASURED DISTANCES FROM THE CENTERLINE OF THE
 RL1086'COUTNY HIGHWAY A AND THE CENTERLINE OF THE TOWN ROAD BUT RECOVERED NO
 RL1086'EVIDENCE OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL1141 ***********************************************************************
 RL1141  DESIGNATION -  H 65
 RL1141  PID         -  RL1141
 RL1141  STATE/COUNTY-  WI/VILAS
 RL1141  USGS QUAD   -  PAPOOSE LAKE (1981)
 RL1141
 RL1141                         *CURRENT SURVEY CONTROL
 RL1141  ___________________________________________________________________
 RL1141* NAD 83(1986)-  46 14 46.     (N)    089 47 50.     (W)     SCALED    
 RL1141* NAVD 88     -       510.161  (meters)    1673.75   (feet)  ADJUSTED  
 RL1141  ___________________________________________________________________
 RL1141  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 RL1141  DYNAMIC HT  -         510.162 (meters)    1673.76  (feet)  COMP
 RL1141  MODELED GRAV-     980,600.2   (mgal)                       NAVD 88
 RL1141
 RL1141  VERT ORDER  -  SECOND    CLASS 0
 RL1141
 RL1141.The horizontal coordinates were scaled from a topographic map and have
 RL1141.an estimated accuracy of +/- 6 seconds.
 RL1141
 RL1141.The orthometric height was determined by differential leveling
 RL1141.and adjusted by the National Geodetic Survey in June 1991..
 RL1141
 RL1141.The geoid height was determined by GEOID03.
 RL1141
 RL1141.The dynamic height is computed by dividing the NAVD 88
 RL1141.geopotential number by the normal gravity value computed on the
 RL1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1141.degrees latitude (g = 980.6199 gals.).
 RL1141
 RL1141.The modeled gravity was interpolated from observed gravity values.
 RL1141
 RL1141;                    North         East    Units  Estimated Accuracy
 RL1141;SPC WI N     -   120,000.      615,640.      MT  (+/- 180 meters Scaled)
 RL1141
 RL1141                          SUPERSEDED SURVEY CONTROL
 RL1141
 RL1141  NGVD 29 (??/??/92)  510.160  (m)         1673.75   (f) ADJ UNCH    2 0
 RL1141
 RL1141.Superseded values are not recommended for survey control.
 RL1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1141.See file dsdata.txt to determine how the superseded data were derived.
 RL1141
 RL1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS843251(NAD 83)
 RL1141_MARKER: DB = BENCH MARK DISK
 RL1141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1141_STAMPING: H 65 1948
 RL1141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1141+STABILITY: SURFACE MOTION
 RL1141_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1141+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2005
 RL1141
 RL1141  HISTORY     - Date     Condition        Report By
 RL1141  HISTORY     - 1948     MONUMENTED       CGS
 RL1141  HISTORY     - 20050920 GOOD             WIDT
 RL1141
 RL1141                          STATION DESCRIPTION
 RL1141
 RL1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1141'4 MI SW FROM WINEGAR.
 RL1141'ABOUT 0.3 MILE SOUTH ALONG A COUNTY ROAD FROM THE GRADE SCHOOL
 RL1141'AT WINEGAR, THENCE ABOUT 3.75 MILES WEST ALONG COUNTY ROAD W
 RL1141'LEADING TO WINCHESTER, ABOUT 0.6 MILE WEST OF THE OLD PRESQUE
 RL1141'ISLE SCHOOL, 75 FEET SOUTHEAST OF THE CENTER LINE OF THE JUNCTION
 RL1141'OF A ROAD NORTHEAST TO WAITS MINNOW FARM, ABOUT 550 FEET EAST
 RL1141'OF A HOUSE ON THE SOUTH SIDE OF ROAD, 24 FEET SOUTH OF THE
 RL1141'CENTER LINE OF THE ROAD, 47 FEET WEST OF A TELEPHONE POLE, 2
 RL1141'FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 RL1141'PROJECTING 6 INCHES.
 RL1141
 RL1141                          STATION RECOVERY (2005)
 RL1141
 RL1141'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1141'RECOVERED IN GOOD CONDITION. -ADD-THE STATION IS 0.2 MILES WEST OF THE
 RL1141'JUNCTION OF OLD W ROAD AND PALMER ROAD, 0.2 M NORTH OF AN ORANGE
 RL1141'FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0125 ***********************************************************************
 QN0125  DESIGNATION -  H 7
 QN0125  PID         -  QN0125
 QN0125  STATE/COUNTY-  WI/TAYLOR
 QN0125  USGS QUAD   -  GILMAN (1981)
 QN0125
 QN0125                         *CURRENT SURVEY CONTROL
 QN0125  ___________________________________________________________________
 QN0125* NAD 83(1986)-  45 12 43.     (N)    090 51 24.     (W)     SCALED    
 QN0125* NAVD 88     -       376.860  (meters)    1236.41   (feet)  ADJUSTED  
 QN0125  ___________________________________________________________________
 QN0125  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 QN0125  DYNAMIC HT  -         376.836 (meters)    1236.34  (feet)  COMP
 QN0125  MODELED GRAV-     980,542.7   (mgal)                       NAVD 88
 QN0125
 QN0125  VERT ORDER  -  FIRST     CLASS II
 QN0125
 QN0125.The horizontal coordinates were scaled from a topographic map and have
 QN0125.an estimated accuracy of +/- 6 seconds.
 QN0125
 QN0125.The orthometric height was determined by differential leveling
 QN0125.and adjusted by the National Geodetic Survey in June 1991..
 QN0125
 QN0125.The geoid height was determined by GEOID03.
 QN0125
 QN0125.The dynamic height is computed by dividing the NAVD 88
 QN0125.geopotential number by the normal gravity value computed on the
 QN0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0125.degrees latitude (g = 980.6199 gals.).
 QN0125
 QN0125.The modeled gravity was interpolated from observed gravity values.
 QN0125
 QN0125;                    North         East    Units  Estimated Accuracy
 QN0125;SPC WI C     -   153,550.      532,710.      MT  (+/- 180 meters Scaled)
 QN0125
 QN0125                          SUPERSEDED SURVEY CONTROL
 QN0125
 QN0125  NGVD 29 (??/??/92)  376.868  (m)         1236.44   (f) ADJ UNCH    1 2
 QN0125
 QN0125.Superseded values are not recommended for survey control.
 QN0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0125.See file dsdata.txt to determine how the superseded data were derived.
 QN0125
 QN0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL683087(NAD 83)
 QN0125_MARKER: DB = BENCH MARK DISK
 QN0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0125_STAMPING: 1236.441 H 7 1930
 QN0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0125+STABILITY: SURFACE MOTION
 QN0125
 QN0125  HISTORY     - Date     Condition        Report By
 QN0125  HISTORY     - 1930     MONUMENTED       CGS
 QN0125  HISTORY     - 1934     GOOD             NGS
 QN0125  HISTORY     - 1973     MARK NOT FOUND   USGS
 QN0125
 QN0125                          STATION DESCRIPTION
 QN0125
 QN0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 QN0125'3.8 MI N FROM GILMAN.
 QN0125'3.8 MILES NORTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QN0125'MARIE RAILWAY FROM THE STATION AT GILMAN, TAYLOR COUNTY, 1,000
 QN0125'FEET SOUTH OF MILEPOST 332, AND 22 FEET EAST OF THE EAST RAIL.
 QN0125'A STANDARD DISK, STAMPED 1236.441 H 7 1930 AND SET IN THE TOP
 QN0125'OF A CONCRETE POST.
 QN0125
 QN0125                          STATION RECOVERY (1934)
 QN0125
 QN0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QN0125'RECOVERED IN GOOD CONDITION.
 QN0125
 QN0125                          STATION RECOVERY (1973)
 QN0125
 QN0125'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 QN0125'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0275 ***********************************************************************
 NH0275  DESIGNATION -  H 78
 NH0275  PID         -  NH0275
 NH0275  STATE/COUNTY-  WI/WALWORTH
 NH0275  USGS QUAD   -  SHARON (1994)
 NH0275
 NH0275                         *CURRENT SURVEY CONTROL
 NH0275  ___________________________________________________________________
 NH0275* NAD 83(1986)-  42 35 42.     (N)    088 43 37.     (W)     SCALED    
 NH0275* NAVD 88     -       272.873  (meters)     895.25   (feet)  ADJUSTED  
 NH0275  ___________________________________________________________________
 NH0275  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 NH0275  DYNAMIC HT  -         272.789 (meters)     894.98  (feet)  COMP
 NH0275  MODELED GRAV-     980,310.0   (mgal)                       NAVD 88
 NH0275
 NH0275  VERT ORDER  -  SECOND    CLASS I
 NH0275
 NH0275.The horizontal coordinates were scaled from a topographic map and have
 NH0275.an estimated accuracy of +/- 6 seconds.
 NH0275
 NH0275.The orthometric height was determined by differential leveling
 NH0275.and adjusted by the National Geodetic Survey in June 1991..
 NH0275
 NH0275.The geoid height was determined by GEOID03.
 NH0275
 NH0275.The dynamic height is computed by dividing the NAVD 88
 NH0275.geopotential number by the normal gravity value computed on the
 NH0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0275.degrees latitude (g = 980.6199 gals.).
 NH0275
 NH0275.The modeled gravity was interpolated from observed gravity values.
 NH0275
 NH0275;                    North         East    Units  Estimated Accuracy
 NH0275;SPC WI S     -    66,900.      704,490.      MT  (+/- 180 meters Scaled)
 NH0275
 NH0275                          SUPERSEDED SURVEY CONTROL
 NH0275
 NH0275  NGVD 29 (??/??/92)  272.937  (m)          895.46   (f) ADJ UNCH    2 0
 NH0275
 NH0275.Superseded values are not recommended for survey control.
 NH0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0275.See file dsdata.txt to determine how the superseded data were derived.
 NH0275
 NH0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN583172(NAD 83)
 NH0275_MARKER: DB = BENCH MARK DISK
 NH0275_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NH0275_SP_SET: 32 FEET
 NH0275_STAMPING: H 78 1960
 NH0275_MARK LOGO: CGS   
 NH0275_PROJECTION: FLUSH
 NH0275_MAGNETIC: I = MARKER IS A STEEL ROD
 NH0275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0275_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NH0275+SATELLITE: SATELLITE OBSERVATIONS - 2001
 NH0275
 NH0275  HISTORY     - Date     Condition        Report By
 NH0275  HISTORY     - 1960     MONUMENTED       CGS
 NH0275  HISTORY     - 2001     GOOD             WIDT
 NH0275
 NH0275                          STATION DESCRIPTION
 NH0275
 NH0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0275'1.2 MI SW FROM DARIEN.
 NH0275'ABOUT 1.2 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST.
 NH0275'PAUL AND PACIFIC RAILROAD FROM THE STATION AT DARIEN, ABOUT 1.0
 NH0275'MILE NORTHEAST ALONG THE C. M. ST. P. AND P. RR., FROM THE
 NH0275'STATION AT BARDWELL, 1.0 MILE SOUTHWEST OF THE CROSSING OF U.S.
 NH0275'HIGHWAY 14, AT THE CROSSING OF FOUNDRY ROAD, 43 1/2 FEET
 NH0275'SOUTHEAST OF THE SOUTHEAST RAIL, 71 FEET EAST OF THE CENTER
 NH0275'LINE OF THE CROSSING, 28 FEET NORTHEAST OF THE FIRST TELEPHONE
 NH0275'POLE NORTHEAST OF THE CROSSING, 39 1/2 FEET NORTHEAST OF A
 NH0275'FENCE CORNER, 1 1/2 FEET NORTHWEST OF A FENCE LINE, 1 FOOT
 NH0275'SOUTHWEST OF A STEEL WITNESS POST, ABOUT 2 FEET BELOW THE
 NH0275'LEVEL OF THE TRACK, AND IS A DISK ON COPPER COATED STEEL ROD
 NH0275'PROJECTING 2 INCHES AND PROTECTED BY A 6-INCH TILE WHICH PROJECTS
 NH0275'3 INCHES.  THE ROD WAS DRIVEN TO A DEPTH OF 32 FEET.
 NH0275
 NH0275                          STATION RECOVERY (2001)
 NH0275
 NH0275'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 NH0275'THE STATION IS LOCATED ABOUT 26 KM SOUTHEAST OF JANESVILLE, 13 KM
 NH0275'NORTHWEST OF WALWORTH, AND 2 KM SOUTHWEST OF DARIEN.
 NH0275'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION. TO REACH THE
 NH0275'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 43 WITH US HIGHWAY 14
 NH0275'ABOUT 7 KM SOUTHWEST OF THE CITY OF DELAVAN, GO SOUTHEAST ON US
 NH0275'HIGHWAY 14 FOR 1.0 KM TO MADISON STREET, TURN RIGHT AND GO WEST ON
 NH0275'MADISON STREET FOR 1.0 KM TO FOUNDRY ROAD, TURN LEFT AND GO SOUTH ON
 NH0275'FOUNDRY ROAD FOR 0.8 KM TO WISCONSIN AND SOUTHERN RAILROAD AND THE
 NH0275'STATION ON THE LEFT. THE STATION IS A BRONZE US COAST AND GEODETIC
 NH0275'SURVEY BENCH MARK DISK SET ON THE TOP OF A COPPER-CLAD STEEL ROD
 NH0275'ABOUT 0.5 M BELOW THE ROAD PAVEMENT. THE STATION IS 21.9 M EAST OF
 NH0275'THE CENTERLINE OF FOUNDRY ROAD, 13.4 M SOUTH OF SOUTH RAIL, AND 13 M
 NH0275'NORTH OF CENTER OF PRIVATE DRIVE. ---NOTE---THE STATION IS 0.5 M EAST
 NH0275'OF AN ORANGE FIBERGLASS WITNESS POST.  ---NOTE2---THIS STATION IS NOT
 NH0275'SUITABLE FOR GPS OBSERVATIONS DUE TO A TREE OVERHEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0132 ***********************************************************************
 ON0132  DESIGNATION -  H 80
 ON0132  PID         -  ON0132
 ON0132  STATE/COUNTY-  WI/RICHLAND
 ON0132  USGS QUAD   -  SUGAR GROVE (1983)
 ON0132
 ON0132                         *CURRENT SURVEY CONTROL
 ON0132  ___________________________________________________________________
 ON0132* NAD 83(1986)-  43 25 13.     (N)    090 38 49.     (W)     SCALED    
 ON0132* NAVD 88     -       367.820  (meters)    1206.76   (feet)  ADJUSTED  
 ON0132  ___________________________________________________________________
 ON0132  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 ON0132  DYNAMIC HT  -         367.724 (meters)    1206.44  (feet)  COMP
 ON0132  MODELED GRAV-     980,346.0   (mgal)                       NAVD 88
 ON0132
 ON0132  VERT ORDER  -  SECOND    CLASS 0
 ON0132
 ON0132.The horizontal coordinates were scaled from a topographic map and have
 ON0132.an estimated accuracy of +/- 6 seconds.
 ON0132
 ON0132.The orthometric height was determined by differential leveling
 ON0132.and adjusted by the National Geodetic Survey in June 1991..
 ON0132
 ON0132.The geoid height was determined by GEOID03.
 ON0132
 ON0132.The dynamic height is computed by dividing the NAVD 88
 ON0132.geopotential number by the normal gravity value computed on the
 ON0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0132.degrees latitude (g = 980.6199 gals.).
 ON0132
 ON0132.The modeled gravity was interpolated from observed gravity values.
 ON0132
 ON0132;                    North         East    Units  Estimated Accuracy
 ON0132;SPC WI S     -   157,980.      547,610.      MT  (+/- 180 meters Scaled)
 ON0132
 ON0132                          SUPERSEDED SURVEY CONTROL
 ON0132
 ON0132  NGVD 29 (??/??/92)  367.851  (m)         1206.86   (f) ADJ UNCH    2 0
 ON0132
 ON0132.Superseded values are not recommended for survey control.
 ON0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0132.See file dsdata.txt to determine how the superseded data were derived.
 ON0132
 ON0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ904101(NAD 83)
 ON0132_MARKER: DB = BENCH MARK DISK
 ON0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0132_STAMPING: H 80 1934
 ON0132_MARK LOGO: CGS   
 ON0132_PROJECTION: PROJECTING 20 CENTIMETERS
 ON0132_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ON0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0132+STABILITY: SURFACE MOTION
 ON0132_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0132+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2001
 ON0132
 ON0132  HISTORY     - Date     Condition        Report By
 ON0132  HISTORY     - 1934     MONUMENTED       CGS
 ON0132  HISTORY     - 20010420 GOOD             WIDT
 ON0132
 ON0132                          STATION DESCRIPTION
 ON0132
 ON0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0132'1.1 MI NW FROM SYLVAN.
 ON0132'1.1 MILES NORTHWEST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 ON0132'AT SYLVAN, RICHLAND COUNTY, AT THE SOUTHEAST CORNER OF A SCHOOLYARD,
 ON0132'71 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE SCHOOL, 27 FEET
 ON0132'NORTH OF THE CENTERLINE OF THE HIGHWAY, 3 FEET WEST OF A PASTURE
 ON0132'FENCE, LEVEL WITH THE ROADWAY, AND SET IN THE TOP OF A CONCRETE
 ON0132'POST.
 ON0132
 ON0132                          STATION RECOVERY (2001)
 ON0132
 ON0132'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (TSS)
 ON0132'OWNERSHIP--RICHLAND COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 ON0132'US HIGHWAY 14 AND 61 IN THE VILLAGE OF READSTOWN, GO EAST ON US
 ON0132'HIGHWAY 14 FOR 6.9 MI (11.1 KM) TO COUNTY HIGHWAYS EAST AND U ON THE
 ON0132'LEFT, TURN LEFT AND GO EAST ON COUNTY HIGHWAYS EAST AND U FOR 0.1 MI
 ON0132'(0.16 KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE US
 ON0132'COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP OF A 25-CM
 ON0132'SQUARE CONCRETE POST ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION
 ON0132'IS 9.6 M (31.5 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAYS EAST AND
 ON0132'U, 16 M (52.5 FT) EAST OF A RESIDENTIAL POWER POLE, 10 M (32.8 FT)
 ON0132'EAST OF THE CENTERLINE OF THE EAST DRIVEWAY --19184-- OF A PRIVATE
 ON0132'RESIDENCE, 0.3 M (1.0 FT) EAST OF A TELEPHONE PEDESTAL, AND 0.25 M
 ON0132'(0.8 FT) SOUTH OF A FIBERGLASS WITNESS POST.  ---NOTE---VISIBLE
 ON0132'OBSTRUCTIONS AT THIS STATION ARE FOUND IN ALL QUADRANTS ABOVE 25
 ON0132'DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0104 ***********************************************************************
 ON0104  DESIGNATION -  H 81
 ON0104  PID         -  ON0104
 ON0104  STATE/COUNTY-  WI/RICHLAND
 ON0104  USGS QUAD   -  SEXTONVILLE (1983)
 ON0104
 ON0104                         *CURRENT SURVEY CONTROL
 ON0104  ___________________________________________________________________
 ON0104* NAD 83(1986)-  43 18 43.     (N)    090 21 00.     (W)     SCALED    
 ON0104* NAVD 88     -       220.077  (meters)     722.04   (feet)  ADJUSTED  
 ON0104  ___________________________________________________________________
 ON0104  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 ON0104  DYNAMIC HT  -         220.019 (meters)     721.85  (feet)  COMP
 ON0104  MODELED GRAV-     980,352.2   (mgal)                       NAVD 88
 ON0104
 ON0104  VERT ORDER  -  SECOND    CLASS 0
 ON0104
 ON0104.The horizontal coordinates were scaled from a topographic map and have
 ON0104.an estimated accuracy of +/- 6 seconds.
 ON0104
 ON0104.The orthometric height was determined by differential leveling
 ON0104.and adjusted by the National Geodetic Survey in June 1991..
 ON0104
 ON0104.The geoid height was determined by GEOID03.
 ON0104
 ON0104.The dynamic height is computed by dividing the NAVD 88
 ON0104.geopotential number by the normal gravity value computed on the
 ON0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0104.degrees latitude (g = 980.6199 gals.).
 ON0104
 ON0104.The modeled gravity was interpolated from observed gravity values.
 ON0104
 ON0104;                    North         East    Units  Estimated Accuracy
 ON0104;SPC WI S     -   145,800.      571,610.      MT  (+/- 180 meters Scaled)
 ON0104
 ON0104                          SUPERSEDED SURVEY CONTROL
 ON0104
 ON0104  NGVD 29 (??/??/92)  220.124  (m)          722.19   (f) ADJ UNCH    2 0
 ON0104
 ON0104.Superseded values are not recommended for survey control.
 ON0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0104.See file dsdata.txt to determine how the superseded data were derived.
 ON0104
 ON0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH149988(NAD 83)
 ON0104_MARKER: DB = BENCH MARK DISK
 ON0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0104_STAMPING: H 81 1934
 ON0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0104+STABILITY: SURFACE MOTION
 ON0104
 ON0104  HISTORY     - Date     Condition        Report By
 ON0104  HISTORY     - 1934     MONUMENTED       CGS
 ON0104  HISTORY     - 1943     GOOD             LOCENG
 ON0104
 ON0104                          STATION DESCRIPTION
 ON0104
 ON0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0104'2.7 MI SE FROM RICHLAND CENTER.
 ON0104'ABOUT 2.7 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 ON0104'AND PACIFIC RAILROAD FROM THE COUNTY COURTHOUSE AT RICHLAND
 ON0104'CENTER, RICHLAND COUNTY, ABOUT 5 POLES SOUTHEAST OF MILEPOST 13,
 ON0104'AT A ROAD CROSSING, 36 FEET SOUTHEAST OF THE CENTER LINE OF THE
 ON0104'ROAD, 18 FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK, 5 FEET
 ON0104'NORTHEAST OF THE RIGHT-OF-WAY FENCE, AND ABOUT 1.5 FEET HIGHER
 ON0104'THAN THE TRACK.  A STANDARD DISK, STAMPED H 81 1934 AND SET
 ON0104'IN THE TOP OF A CONCRETE POST.  NOTE-- 1 FOOT LOWER THAN THE TRACK.
 ON0104
 ON0104                          STATION RECOVERY (1943)
 ON0104
 ON0104'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1943
 ON0104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0025 ***********************************************************************
 ON0025  DESIGNATION -  H 82
 ON0025  PID         -  ON0025
 ON0025  STATE/COUNTY-  WI/JUNEAU
 ON0025  USGS QUAD   -  HILLSBORO (1983)
 ON0025
 ON0025                         *CURRENT SURVEY CONTROL
 ON0025  ___________________________________________________________________
 ON0025* NAD 83(1986)-  43 44 30.     (N)    090 16 13.     (W)     SCALED    
 ON0025* NAVD 88     -       292.268  (meters)     958.88   (feet)  ADJUSTED  
 ON0025  ___________________________________________________________________
 ON0025  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 ON0025  DYNAMIC HT  -         292.199 (meters)     958.66  (feet)  COMP
 ON0025  MODELED GRAV-     980,379.0   (mgal)                       NAVD 88
 ON0025
 ON0025  VERT ORDER  -  SECOND    CLASS 0
 ON0025
 ON0025.The horizontal coordinates were scaled from a topographic map and have
 ON0025.an estimated accuracy of +/- 6 seconds.
 ON0025
 ON0025.The orthometric height was determined by differential leveling
 ON0025.and adjusted by the National Geodetic Survey in June 1991..
 ON0025
 ON0025.The geoid height was determined by GEOID03.
 ON0025
 ON0025.The dynamic height is computed by dividing the NAVD 88
 ON0025.geopotential number by the normal gravity value computed on the
 ON0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0025.degrees latitude (g = 980.6199 gals.).
 ON0025
 ON0025.The modeled gravity was interpolated from observed gravity values.
 ON0025
 ON0025;                    North         East    Units  Estimated Accuracy
 ON0025;SPC WI S     -   193,520.      578,230.      MT  (+/- 180 meters Scaled)
 ON0025
 ON0025                          SUPERSEDED SURVEY CONTROL
 ON0025
 ON0025  NGVD 29 (??/??/92)  292.292  (m)          958.96   (f) ADJ UNCH    2 0
 ON0025
 ON0025.Superseded values are not recommended for survey control.
 ON0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0025.See file dsdata.txt to determine how the superseded data were derived.
 ON0025
 ON0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ198468(NAD 83)
 ON0025_MARKER: DB = BENCH MARK DISK
 ON0025_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ON0025_SP_SET: CONCRETE FOUNDATION
 ON0025_STAMPING: H 82 1934
 ON0025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0025
 ON0025  HISTORY     - Date     Condition        Report By
 ON0025  HISTORY     - 1934     MONUMENTED       CGS
 ON0025
 ON0025                          STATION DESCRIPTION
 ON0025
 ON0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0025'AT ELROY.
 ON0025'AT ELROY, JUNEAU COUNTY, ON THE CHICAGO, ST. PAUL, MINNEAPOLIS
 ON0025'AND OMAHA RAILWAY, AT SEMAPHORE 1961, IN THE TOP OF THE SOUTHEAST
 ON0025'CORNER OF THE 2-BY 2-FOOT CONCRETE FOUNDATION, 12 FEET WEST OF
 ON0025'THE CENTER LINE OF THE SIDING, 9 FEET EAST OF THE CENTER LINE
 ON0025'OF THE MAIN TRACK, AND ABOUT LEVEL WITH THE RAIL.  A STANDARD
 ON0025'DISK, STAMPED H 82 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0519 ***********************************************************************
 OM0519  DESIGNATION -  H 83
 OM0519  PID         -  OM0519
 OM0519  STATE/COUNTY-  WI/JUNEAU
 OM0519  USGS QUAD   -  ROUND BLUFF (1983)
 OM0519
 OM0519                         *CURRENT SURVEY CONTROL
 OM0519  ___________________________________________________________________
 OM0519* NAD 83(1986)-  43 45 35.     (N)    089 59 04.     (W)     SCALED    
 OM0519* NAVD 88     -       275.036  (meters)     902.35   (feet)  ADJUSTED  
 OM0519  ___________________________________________________________________
 OM0519  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 OM0519  DYNAMIC HT  -         274.971 (meters)     902.13  (feet)  COMP
 OM0519  MODELED GRAV-     980,378.1   (mgal)                       NAVD 88
 OM0519
 OM0519  VERT ORDER  -  SECOND    CLASS 0
 OM0519
 OM0519.The horizontal coordinates were scaled from a topographic map and have
 OM0519.an estimated accuracy of +/- 6 seconds.
 OM0519
 OM0519.The orthometric height was determined by differential leveling
 OM0519.and adjusted by the National Geodetic Survey in June 1991..
 OM0519
 OM0519.The geoid height was determined by GEOID03.
 OM0519
 OM0519.The dynamic height is computed by dividing the NAVD 88
 OM0519.geopotential number by the normal gravity value computed on the
 OM0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0519.degrees latitude (g = 980.6199 gals.).
 OM0519
 OM0519.The modeled gravity was interpolated from observed gravity values.
 OM0519
 OM0519;                    North         East    Units  Estimated Accuracy
 OM0519;SPC WI S     -   195,490.      601,250.      MT  (+/- 180 meters Scaled)
 OM0519
 OM0519                          SUPERSEDED SURVEY CONTROL
 OM0519
 OM0519  NGVD 29 (??/??/92)  275.066  (m)          902.45   (f) ADJ UNCH    2 0
 OM0519
 OM0519.Superseded values are not recommended for survey control.
 OM0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0519.See file dsdata.txt to determine how the superseded data were derived.
 OM0519
 OM0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP597495(NAD 83)
 OM0519_MARKER: DB = BENCH MARK DISK
 OM0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0519_STAMPING: H-83 1934
 OM0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0519+STABILITY: SURFACE MOTION
 OM0519
 OM0519  HISTORY     - Date     Condition        Report By
 OM0519  HISTORY     - 1934     MONUMENTED       CGS
 OM0519  HISTORY     - 20031014 MARK NOT FOUND   USPSQD
 OM0519
 OM0519                          STATION DESCRIPTION
 OM0519
 OM0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0519'5.5 MI SE FROM MAUSTON.
 OM0519'5.5 MILES SOUTHEAST, ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND
 OM0519'PACIFIC RAILROAD, 3 1/2 POLES WEST OF MILEPOST 209.  SET IN
 OM0519'CONCRETE POST 21 FEET WEST OF THE CENTER LINE OF PUBLIC ROAD
 OM0519'CROSSING, THENCE 18 FEET NORTH OF THE CENTER LINE OF THE NORTH
 OM0519'MAIN TRACK, 3 FEET BELOW RAIL LEVEL.
 OM0519
 OM0519                          STATION RECOVERY (2003)
 OM0519
 OM0519'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAH)
 OM0519'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0335 ***********************************************************************
 OM0335  DESIGNATION -  H 84
 OM0335  PID         -  OM0335
 OM0335  STATE/COUNTY-  WI/COLUMBIA
 OM0335  USGS QUAD   -  PARDEEVILLE (1984)
 OM0335
 OM0335                         *CURRENT SURVEY CONTROL
 OM0335  ___________________________________________________________________
 OM0335* NAD 83(1986)-  43 32 11.     (N)    089 18 01.     (W)     SCALED    
 OM0335* NAVD 88     -       248.412  (meters)     815.00   (feet)  ADJUSTED  
 OM0335  ___________________________________________________________________
 OM0335  GEOID HEIGHT-         -35.50  (meters)                     GEOID03
 OM0335  DYNAMIC HT  -         248.349 (meters)     814.79  (feet)  COMP
 OM0335  MODELED GRAV-     980,360.2   (mgal)                       NAVD 88
 OM0335
 OM0335  VERT ORDER  -  SECOND    CLASS 0
 OM0335
 OM0335.The horizontal coordinates were scaled from a topographic map and have
 OM0335.an estimated accuracy of +/- 6 seconds.
 OM0335
 OM0335.The orthometric height was determined by differential leveling
 OM0335.and adjusted by the National Geodetic Survey in June 1991..
 OM0335
 OM0335.The geoid height was determined by GEOID03.
 OM0335
 OM0335.The dynamic height is computed by dividing the NAVD 88
 OM0335.geopotential number by the normal gravity value computed on the
 OM0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0335.degrees latitude (g = 980.6199 gals.).
 OM0335
 OM0335.The modeled gravity was interpolated from observed gravity values.
 OM0335
 OM0335;                    North         East    Units  Estimated Accuracy
 OM0335;SPC WI S     -   170,920.      656,550.      MT  (+/- 180 meters Scaled)
 OM0335
 OM0335                          SUPERSEDED SURVEY CONTROL
 OM0335
 OM0335  NGVD 29 (??/??/92)  248.453  (m)          815.13   (f) ADJ UNCH    2 0
 OM0335
 OM0335.Superseded values are not recommended for survey control.
 OM0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0335.See file dsdata.txt to determine how the superseded data were derived.
 OM0335
 OM0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP141229(NAD 83)
 OM0335_MARKER: DB = BENCH MARK DISK
 OM0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0335_STAMPING: H-84 1934
 OM0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0335+STABILITY: SURFACE MOTION
 OM0335
 OM0335  HISTORY     - Date     Condition        Report By
 OM0335  HISTORY     - 1934     MONUMENTED       CGS
 OM0335  HISTORY     - 20030528 MARK NOT FOUND   WIDT
 OM0335
 OM0335                          STATION DESCRIPTION
 OM0335
 OM0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0335'AT PARDEEVILLE.
 OM0335'AT PARDEEVILLE.  ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND
 OM0335'PACIFIC RAILROAD AT THE DEPOT.  SET IN CONCRETE POST 87 FEET
 OM0335'WEST OF THE DEPOT, THENCE 15 FEET NORTH OF THE CENTER LINE OF THE
 OM0335'TRACK, 36 FEET SOUTH OF THE NORTH STAR NURSERY BUILDING, AT RAIL
 OM0335'LEVEL.
 OM0335
 OM0335                          STATION RECOVERY (2003)
 OM0335
 OM0335'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 OM0335'NOT FOUND-EXTENSIVE ROAD CONSTRUCTION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0245 ***********************************************************************
 OM0245  DESIGNATION -  H 85 RESET
 OM0245  PID         -  OM0245
 OM0245  STATE/COUNTY-  WI/DODGE
 OM0245  USGS QUAD   -  BEAVER DAM (1980)
 OM0245
 OM0245                         *CURRENT SURVEY CONTROL
 OM0245  ___________________________________________________________________
 OM0245* NAD 83(1986)-  43 27 37.     (N)    088 50 07.     (W)     SCALED    
 OM0245* NAVD 88     -       266.44   (+/-2cm)     874.1    (feet)  VERTCON   
 OM0245  ___________________________________________________________________
 OM0245  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 OM0245
 OM0245  VERT ORDER  -  THIRD (See Below)
 OM0245
 OM0245.The horizontal coordinates were scaled from a topographic map and have
 OM0245.an estimated accuracy of +/- 6 seconds.
 OM0245
 OM0245.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0245.The vertical order pertains to the NGVD 29 superseded value.
 OM0245
 OM0245.The geoid height was determined by GEOID03.
 OM0245
 OM0245;                    North         East    Units  Estimated Accuracy
 OM0245;SPC WI S     -   162,880.      694,250.      MT  (+/- 180 meters Scaled)
 OM0245
 OM0245                          SUPERSEDED SURVEY CONTROL
 OM0245
 OM0245  NGVD 29 (09/01/04)  266.49   (m)          874.3    (f) RESET       3  
 OM0245
 OM0245.Superseded values are not recommended for survey control.
 OM0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0245.See file dsdata.txt to determine how the superseded data were derived.
 OM0245
 OM0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP515135(NAD 83)
 OM0245_MARKER: DB = BENCH MARK DISK
 OM0245_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OM0245_SP_SET: HOTEL WALL
 OM0245_STAMPING: H 85 RESET 1965
 OM0245_MARK LOGO: CGS   
 OM0245_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OM0245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0245_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0245+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2004
 OM0245
 OM0245  HISTORY     - Date     Condition        Report By
 OM0245  HISTORY     - 1965     MONUMENTED       CGS
 OM0245  HISTORY     - 20021227 GOOD             USPSQD
 OM0245  HISTORY     - 20030528 GOOD             WIDT
 OM0245  HISTORY     - 20040319 GOOD             USPSQD
 OM0245
 OM0245                          STATION DESCRIPTION
 OM0245
 OM0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 OM0245'AT BEAVER DAM.
 OM0245'AT BEAVER DAM, IN THE NORTHWEST CORNER OF THE HOTEL ROGERS
 OM0245'BUILDING, 2.77 FEET ABOVE THE SIDEWALK, 1.56 FEET EAST OF THE
 OM0245'WEST WALL OF THE BUILDING AND IN A CUT STONE CORNER.
 OM0245
 OM0245                          STATION RECOVERY (2002)
 OM0245
 OM0245'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0245'RECOVERED IN GOOD CONDITION.  ADD-- THE HOTEL ROGERS IS ON THE
 OM0245'SOUTHEAST CORNER OF NORTH SPRING STREET AND EAST MAPLE AVENUE.
 OM0245
 OM0245                          STATION RECOVERY (2003)
 OM0245
 OM0245'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 OM0245'OWNERSHIP--HOTEL RODGERS.  THE STATION IS LOCATED IN THE SOUTHEAST
 OM0245'QUADRANT OF THE JUNCTON OF BUSINESS HIGHWAY 151 (NORTH SPRING STREET)
 OM0245'WITH EAST MAPLE AVENUE AT HOTEL RODGERS.  THE STATION IS A BRONZE US
 OM0245'COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN THE NORTH WALL OF THE
 OM0245'HOTEL RODGERS BULDING, ABOUT 0.82 M (2.7 FT) ABOVE THE SIDEWALK
 OM0245'CONCRETE.  THE STATION IS 0.5 M (1.6 FT) EAST OF THE NORTHWEST CORNER
 OM0245'OF THE HOTEL RODGERS BULDING.  ---NOTE---THIS STATION IS NOT SUITABLE
 OM0245'FOR GPS OBSERVATIONS DUE TO BEING SET VERTICALLY IN A BUILDING.
 OM0245
 OM0245                          STATION RECOVERY (2004)
 OM0245
 OM0245'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 OM0245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0071 ***********************************************************************
 OM0071  DESIGNATION -  H 86
 OM0071  PID         -  OM0071
 OM0071  STATE/COUNTY-  WI/WASHINGTON
 OM0071  USGS QUAD   -  MENOMONEE FALLS (1994)
 OM0071
 OM0071                         *CURRENT SURVEY CONTROL
 OM0071  ___________________________________________________________________
 OM0071* NAD 83(1986)-  43 13 41.     (N)    088 06 37.     (W)     SCALED    
 OM0071* NAVD 88     -       262.896  (meters)     862.52   (feet)  ADJUSTED  
 OM0071  ___________________________________________________________________
 OM0071  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 OM0071  DYNAMIC HT  -         262.832 (meters)     862.31  (feet)  COMP
 OM0071  MODELED GRAV-     980,368.9   (mgal)                       NAVD 88
 OM0071
 OM0071  VERT ORDER  -  SECOND    CLASS 0
 OM0071
 OM0071.The horizontal coordinates were scaled from a topographic map and have
 OM0071.an estimated accuracy of +/- 6 seconds.
 OM0071
 OM0071.The orthometric height was determined by differential leveling
 OM0071.and adjusted by the National Geodetic Survey in June 1991..
 OM0071
 OM0071.The geoid height was determined by GEOID03.
 OM0071
 OM0071.The dynamic height is computed by dividing the NAVD 88
 OM0071.geopotential number by the normal gravity value computed on the
 OM0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0071.degrees latitude (g = 980.6199 gals.).
 OM0071
 OM0071.The modeled gravity was interpolated from observed gravity values.
 OM0071
 OM0071;                    North         East    Units  Estimated Accuracy
 OM0071;SPC WI S     -   138,160.      753,500.      MT  (+/- 180 meters Scaled)
 OM0071
 OM0071                          SUPERSEDED SURVEY CONTROL
 OM0071
 OM0071  NGVD 29 (??/??/92)  262.970  (m)          862.76   (f) ADJ UNCH    2 0
 OM0071
 OM0071.Superseded values are not recommended for survey control.
 OM0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0071.See file dsdata.txt to determine how the superseded data were derived.
 OM0071
 OM0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN098867(NAD 83)
 OM0071_MARKER: DB = BENCH MARK DISK
 OM0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0071_STAMPING: H-86 1934
 OM0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0071+STABILITY: SURFACE MOTION
 OM0071
 OM0071  HISTORY     - Date     Condition        Report By
 OM0071  HISTORY     - 1934     MONUMENTED       CGS
 OM0071
 OM0071                          STATION DESCRIPTION
 OM0071
 OM0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0071'AT GERMANTOWN.
 OM0071'ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC RAILROAD 147
 OM0071'FEET NORTHWEST OF THE DEPOT, 111 FEET SOUTHEAST OF THE CENTER
 OM0071'LINE OF THE HIGHWAY CROSSING, THENCE 24 FEET NORTHEAST OF THE
 OM0071'CENTER LINE OF THE MAIN TRACK, AT RAIL LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0245 ***********************************************************************
 OL0245  DESIGNATION -  H 88
 OL0245  PID         -  OL0245
 OL0245  STATE/COUNTY-  WI/MANITOWOC
 OL0245  USGS QUAD   -  CLEVELAND EAST (1994)
 OL0245
 OL0245                         *CURRENT SURVEY CONTROL
 OL0245  ___________________________________________________________________
 OL0245* NAD 83(1986)-  43 58 03.     (N)    087 44 07.     (W)     SCALED    
 OL0245* NAVD 88     -       194.924  (meters)     639.51   (feet)  ADJUSTED  
 OL0245  ___________________________________________________________________
 OL0245  GEOID HEIGHT-         -36.02  (meters)                     GEOID03
 OL0245  DYNAMIC HT  -         194.889 (meters)     639.40  (feet)  COMP
 OL0245  MODELED GRAV-     980,438.4   (mgal)                       NAVD 88
 OL0245
 OL0245  VERT ORDER  -  FIRST     CLASS 0
 OL0245
 OL0245.The horizontal coordinates were scaled from a topographic map and have
 OL0245.an estimated accuracy of +/- 6 seconds.
 OL0245
 OL0245.The orthometric height was determined by differential leveling
 OL0245.and adjusted by the National Geodetic Survey in June 1991..
 OL0245
 OL0245.The geoid height was determined by GEOID03.
 OL0245
 OL0245.The dynamic height is computed by dividing the NAVD 88
 OL0245.geopotential number by the normal gravity value computed on the
 OL0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0245.degrees latitude (g = 980.6199 gals.).
 OL0245
 OL0245.The modeled gravity was interpolated from observed gravity values.
 OL0245
 OL0245;                    North         East    Units  Estimated Accuracy
 OL0245;SPC WI S     -   221,040.      781,720.      MT  (+/- 180 meters Scaled)
 OL0245
 OL0245                          SUPERSEDED SURVEY CONTROL
 OL0245
 OL0245  NGVD 29 (??/??/92)  194.944  (m)          639.58   (f) ADJ UNCH    2 0
 OL0245
 OL0245.Superseded values are not recommended for survey control.
 OL0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0245.See file dsdata.txt to determine how the superseded data were derived.
 OL0245
 OL0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP410685(NAD 83)
 OL0245_MARKER: DB = BENCH MARK DISK
 OL0245_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OL0245_SP_SET: BRIDGE ABUTMENT
 OL0245_STAMPING: H 88 1934
 OL0245_MARK LOGO: CGS   
 OL0245_MAGNETIC: N = NO MAGNETIC MATERIAL
 OL0245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0245_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0245+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2003
 OL0245
 OL0245  HISTORY     - Date     Condition        Report By
 OL0245  HISTORY     - 1934     MONUMENTED       CGS
 OL0245  HISTORY     - 1972     GOOD             NGS
 OL0245  HISTORY     - 20010524 GOOD             WIDT
 OL0245  HISTORY     - 20030622 GOOD             USPSQD
 OL0245
 OL0245                          STATION DESCRIPTION
 OL0245
 OL0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0245'1.8 MI S FROM NEWTON.
 OL0245'ABOUT 1.8 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN
 OL0245'RAILWAY FROM THE CROSSING OF COUNTY ROAD U AT NEWTON, 0.2
 OL0245'MILE NORTH OF THE CROSSING OF A PAVED ROAD, AT THE SOUTH END
 OL0245'OF RAILROAD BRIDGE NO. 2066 OVER POINT CREEK, 7.6 FEET EAST
 OL0245'OF THE EAST RAIL, SET IN THE TOP OF THE EAST END OF THE SOUTH
 OL0245'CONCRETE ABUTMENT OF THE BRIDGE AND 1 1/2 FEET BELOW THE TOP
 OL0245'OF THE RAIL.  SEC 3, T17N, R 23E.  MARK IS ALSO 3.8 MILES
 OL0245'NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 OL0245'THE CROSSING OF STATE HIGHWAY 149 AT CLEVELAND.
 OL0245
 OL0245                          STATION RECOVERY (2001)
 OL0245
 OL0245'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OL0245'THE STATION IS LOCATED ABOUT 20 KM NORTH OF SHEBOYGAN AND 15 KM SOUTH
 OL0245'OF MANITOWOC. OWNERSHIP--CHICAGO AND NORTHWESTERN RAILROAD.  TO REACH
 OL0245'THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 43 WITH STATE
 OL0245'HIGHWAY 23 IN THE CITY OF SHEBOYGAN, GO NORTH ON INTERSTATE HIGHWAY
 OL0245'43 24 KM TO UCKER POINT CREEK ROAD, CONTINUE NORTH ON INTERSTATE
 OL0245'HIGHWAY 43 FOR 0.3 KM TO THE STATION ON THE RIGHT. THE STATION IS A
 OL0245'BRONZE US COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN THE EAST
 OL0245'END OF THE SOUTH ABUTMENT OF BRIDGE --2066--. THE STATION IS 75 M
 OL0245'SOUTHEAST OF THE CENTERLINE OF NORTHBOUND LANES OF INTERSTATE 43,
 OL0245'2.5 M SOUTHEAST OF EASTERNMOST RAIL,  18 M NORTHWEST OF CULTIVATED
 OL0245'FIELD AND 0.4 M NORTHEAST OF AN ORANGE FIBERGLASS WITNESS POST.
 OL0245'---NOTE--- 0.3 KM NORTH OF COUNY HIGHWAY X OVERPASS. ---NOTE2---THIS
 OL0245'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 OL0245'ABOVE THE HORIZON.
 OL0245
 OL0245                          STATION RECOVERY (2003)
 OL0245
 OL0245'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OL0245'STATION RECOVERED IN GOOD CONDITION.  CORRECTION TO 2001 DESCRIPTION--
 OL0245'STATION IS 0.3 KM NORTH OF POINT CREEK ROAD OVERPASS, NOT COUNTY
 OL0245'HIGHWAY X OVERPASS.  TREES SURROUND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0088 ***********************************************************************
 PM0088  DESIGNATION -  H 89
 PM0088  PID         -  PM0088
 PM0088  STATE/COUNTY-  WI/BROWN
 PM0088  USGS QUAD   -  POLAND (1978)
 PM0088
 PM0088                         *CURRENT SURVEY CONTROL
 PM0088  ___________________________________________________________________
 PM0088* NAD 83(1986)-  44 23 11.     (N)    087 50 43.     (W)     SCALED    
 PM0088* NAVD 88     -       252.677  (meters)     828.99   (feet)  ADJUSTED  
 PM0088  ___________________________________________________________________
 PM0088  GEOID HEIGHT-         -36.07  (meters)                     GEOID03
 PM0088  DYNAMIC HT  -         252.642 (meters)     828.88  (feet)  COMP
 PM0088  MODELED GRAV-     980,474.1   (mgal)                       NAVD 88
 PM0088
 PM0088  VERT ORDER  -  FIRST     CLASS 0
 PM0088
 PM0088.The horizontal coordinates were scaled from a topographic map and have
 PM0088.an estimated accuracy of +/- 6 seconds.
 PM0088
 PM0088.The orthometric height was determined by differential leveling
 PM0088.and adjusted by the National Geodetic Survey in June 1991..
 PM0088
 PM0088.The geoid height was determined by GEOID03.
 PM0088
 PM0088.The dynamic height is computed by dividing the NAVD 88
 PM0088.geopotential number by the normal gravity value computed on the
 PM0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0088.degrees latitude (g = 980.6199 gals.).
 PM0088
 PM0088.The modeled gravity was interpolated from observed gravity values.
 PM0088
 PM0088;                    North         East    Units  Estimated Accuracy
 PM0088;SPC WI C     -    63,730.      771,670.      MT  (+/- 180 meters Scaled)
 PM0088
 PM0088                          SUPERSEDED SURVEY CONTROL
 PM0088
 PM0088  NGVD 29 (??/??/92)  252.668  (m)          828.96   (f) ADJ UNCH    2 0
 PM0088
 PM0088.Superseded values are not recommended for survey control.
 PM0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0088.See file dsdata.txt to determine how the superseded data were derived.
 PM0088
 PM0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ326151(NAD 83)
 PM0088_MARKER: DB = BENCH MARK DISK
 PM0088_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PM0088_SP_SET: RAILROAD BRIDGE PIER
 PM0088_STAMPING: H 89 1934
 PM0088_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PM0088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0088+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2004
 PM0088
 PM0088  HISTORY     - Date     Condition        Report By
 PM0088  HISTORY     - 1934     MONUMENTED       CGS
 PM0088  HISTORY     - 1972     GOOD             NGS
 PM0088  HISTORY     - 19940411 GOOD             WI-009
 PM0088  HISTORY     - 20021116 GOOD             USPSQD
 PM0088  HISTORY     - 20040308 GOOD             USPSQD
 PM0088
 PM0088                          STATION DESCRIPTION
 PM0088
 PM0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0088'2.8 MI NW FROM DENMARK.
 PM0088'ABOUT 2.75 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 PM0088'RAILWAY FROM THE CROSSING OF MAIN STREET AT DENMARK, AT TRESTLE
 PM0088'U 67, SET IN THE TOP OF THE WEST END OF THE MOST NORTHERLY ONE
 PM0088'OF TWO CONCRETE PIERS 26 FEET SOUTH OF THE NORTH END OF THE
 PM0088'TRESTLE AND 6 1/2 FEET BELOW THE LEVEL OF THE TRACK.  SEC 9,
 PM0088'T22N, R22E.
 PM0088
 PM0088                          STATION RECOVERY (1994)
 PM0088
 PM0088'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PM0088'ADDITIONS - 0.02 MILES (0.03 KM) NORTH OF THE LANGES CORNER RD AND
 PM0088'LARSONVILLE RD.  90 FEET (27.4 M) WEST OF THE CENTERLINE OF LARSEN RD.
 PM0088
 PM0088                          STATION RECOVERY (2002)
 PM0088
 PM0088'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0088'RECOVERED IN GOOD CONDITION.  A WHITE WITNESS POST HAS BEEN SET IN THE
 PM0088'GROUND APPROXIMATELY 20 FEET NORTH OF THE STATION.  THE STATION IS
 PM0088'VISIBLE ONLY FROM ON TOP OF THE TRESTLE.
 PM0088
 PM0088                          STATION RECOVERY (2004)
 PM0088
 PM0088'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0083 ***********************************************************************
 PO0083  DESIGNATION -  H 9
 PO0083  PID         -  PO0083
 PO0083  STATE/COUNTY-  WI/WOOD
 PO0083  USGS QUAD   -  BABCOCK (1984)
 PO0083
 PO0083                         *CURRENT SURVEY CONTROL
 PO0083  ___________________________________________________________________
 PO0083* NAD 83(1986)-  44 19 11.     (N)    090 00 24.     (W)     SCALED    
 PO0083* NAVD 88     -       299.866  (meters)     983.81   (feet)  ADJUSTED  
 PO0083  ___________________________________________________________________
 PO0083  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 PO0083  DYNAMIC HT  -         299.812 (meters)     983.63  (feet)  COMP
 PO0083  MODELED GRAV-     980,431.8   (mgal)                       NAVD 88
 PO0083
 PO0083  VERT ORDER  -  FIRST     CLASS II
 PO0083
 PO0083.The horizontal coordinates were scaled from a topographic map and have
 PO0083.an estimated accuracy of +/- 6 seconds.
 PO0083
 PO0083.The orthometric height was determined by differential leveling
 PO0083.and adjusted by the National Geodetic Survey in June 1991..
 PO0083
 PO0083.The geoid height was determined by GEOID03.
 PO0083
 PO0083.The dynamic height is computed by dividing the NAVD 88
 PO0083.geopotential number by the normal gravity value computed on the
 PO0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0083.degrees latitude (g = 980.6199 gals.).
 PO0083
 PO0083.The modeled gravity was interpolated from observed gravity values.
 PO0083
 PO0083;                    North         East    Units  Estimated Accuracy
 PO0083;SPC WI C     -    54,050.      599,470.      MT  (+/- 180 meters Scaled)
 PO0083
 PO0083                          SUPERSEDED SURVEY CONTROL
 PO0083
 PO0083  NGVD 29 (??/??/92)  299.886  (m)          983.88   (f) ADJ UNCH    1 2
 PO0083
 PO0083.Superseded values are not recommended for survey control.
 PO0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0083.See file dsdata.txt to determine how the superseded data were derived.
 PO0083
 PO0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK386117(NAD 83)
 PO0083_MARKER: DB = BENCH MARK DISK
 PO0083_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PO0083_SP_SET: BRIDGE
 PO0083_STAMPING: H 9 1930
 PO0083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PO0083
 PO0083  HISTORY     - Date     Condition        Report By
 PO0083  HISTORY     - 1930     MONUMENTED       CGS
 PO0083  HISTORY     - 1935     GOOD             NGS
 PO0083  HISTORY     - 1985     MARK NOT FOUND   NGS
 PO0083
 PO0083                          STATION DESCRIPTION
 PO0083
 PO0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 PO0083'5.4 MI E FROM BABCOCK.
 PO0083'5.4 MILES EAST (ALONG RAILROAD) ON THE CHICAGO, MILWAUKEE, AND
 PO0083'ST. PAUL RAILROAD, 5.4 MILES EAST OF THE DEPOT AT BABCOCK, ON
 PO0083'THE NORTHWEST CORNER OF THE WEST ABUTMENT OF THE COUNTY HIGHWAY
 PO0083'BRIDGE J, THE HIGHWAY RUNS PARALLEL TO THE RAILROAD AND HIGHWAY
 PO0083'BRIDGE IS ABOUT 50 FEET SOUTH OF THE RAILROAD BRIDGE CROSSING
 PO0083'THE SAME CREEK.  STANDARD BRONZE DISC SET IN THE CONCRETE ABUTMENT
 PO0083'IN A DRILL HOLE.
 PO0083
 PO0083                          STATION RECOVERY (1935)
 PO0083
 PO0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 PO0083'RECOVERED IN GOOD CONDITION.
 PO0083
 PO0083                          STATION RECOVERY (1985)
 PO0083
 PO0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PO0083'THE BRIDGE HAS BEEN REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0084 ***********************************************************************
 PO0084  DESIGNATION -  H 9 RESET
 PO0084  PID         -  PO0084
 PO0084  STATE/COUNTY-  WI/WOOD
 PO0084  USGS QUAD   -  BABCOCK (1984)
 PO0084
 PO0084                         *CURRENT SURVEY CONTROL
 PO0084  ___________________________________________________________________
 PO0084* NAD 83(1986)-  44 19 13.     (N)    090 00 25.     (W)     SCALED    
 PO0084* NAVD 88     -       300.894  (meters)     987.18   (feet)  ADJUSTED  
 PO0084  ___________________________________________________________________
 PO0084  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 PO0084  DYNAMIC HT  -         300.840 (meters)     987.01  (feet)  COMP
 PO0084  MODELED GRAV-     980,431.8   (mgal)                       NAVD 88
 PO0084
 PO0084  VERT ORDER  -  FIRST     CLASS II
 PO0084
 PO0084.The horizontal coordinates were scaled from a topographic map and have
 PO0084.an estimated accuracy of +/- 6 seconds.
 PO0084
 PO0084.The orthometric height was determined by differential leveling
 PO0084.and adjusted by the National Geodetic Survey in June 1991..
 PO0084
 PO0084.The geoid height was determined by GEOID03.
 PO0084
 PO0084.The dynamic height is computed by dividing the NAVD 88
 PO0084.geopotential number by the normal gravity value computed on the
 PO0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0084.degrees latitude (g = 980.6199 gals.).
 PO0084
 PO0084.The modeled gravity was interpolated from observed gravity values.
 PO0084
 PO0084;                    North         East    Units  Estimated Accuracy
 PO0084;SPC WI C     -    54,110.      599,450.      MT  (+/- 180 meters Scaled)
 PO0084
 PO0084                          SUPERSEDED SURVEY CONTROL
 PO0084
 PO0084.No superseded survey control is available for this station.
 PO0084
 PO0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK386118(NAD 83)
 PO0084_MARKER: DB = BENCH MARK DISK
 PO0084_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PO0084_SP_SET: DAM RETAINING WALL
 PO0084_STAMPING: H 9 RESET 1964
 PO0084_MARK LOGO: CGS   
 PO0084_MAGNETIC: N = NO MAGNETIC MATERIAL
 PO0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0084+STABILITY: SURFACE MOTION
 PO0084
 PO0084  HISTORY     - Date     Condition        Report By
 PO0084  HISTORY     - 1964     MONUMENTED       LOCSUR
 PO0084  HISTORY     - 1965     GOOD             NGS
 PO0084  HISTORY     - 1985     GOOD             NGS
 PO0084  HISTORY     - 19940430 GOOD             USPSQD
 PO0084  HISTORY     - 2004     GOOD             WIDT
 PO0084
 PO0084                          STATION DESCRIPTION
 PO0084
 PO0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 PO0084'5.4 MI E FROM BABCOCK.
 PO0084'ABOUT 5.4 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PO0084'PACIFIC RAILROAD FROM THE STATION AT BABCOCK, 130 FEET NORTH OF
 PO0084'A RAILROAD BRIDGE OVER A CREEK, AT A SMALL DAM ON THE CREEK, AND
 PO0084'IN THE WEST WING WALL OF THE DAM 8 FEET WEST OF THE CENTER OF THE
 PO0084'WEST GATE.
 PO0084
 PO0084                          STATION RECOVERY (1985)
 PO0084
 PO0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PO0084'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  8.6 KM (5.35
 PO0084'MI) NORTHEASTERLY ALONG STATE HIGHWAY 173 FROM ITS JUNCTION WITH STATE
 PO0084'HIGHWAY 80 IN BABCOCK, IN TOP OF THE EAST END OF THE WEST CONCRETE
 PO0084'RETAINING WALL OF A SMALL DAM, 101.0 M (331.4 FT) EAST OF THE CENTER
 PO0084'OF A DIRT ROAD, 59.7 M (195.9 FT) NORTHEAST OF THE CENTERLINE OF THE
 PO0084'HIGHWAY, 39.7 M (130.2 FT) NORTH OF THE NORTHEAST CORNER OF A RAILROAD
 PO0084'TRESTLE, 2.5 M (8.2 FT) WEST OF THE CENTER OF THE WEST FLOOD GATE, AND
 PO0084'1.2 M (3.9 FT) WEST OF THE EAST END OF THE WALL.
 PO0084'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
 PO0084
 PO0084                          STATION RECOVERY (1994)
 PO0084
 PO0084'RECOVERY NOTE BY US POWER SQUADRON 1994
 PO0084'RECOVERED IN GOOD CONDITION.
 PO0084
 PO0084                          STATION RECOVERY (2004)
 PO0084
 PO0084'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 PO0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 5.4 MI (3171.06 KM) EAST
 PO0084'FROM BABCOCK. ABOUT 5.4 MI (8.69 KM) EAST ALONG THE CHICAGO,
 PO0084'MILWAUKEE, ST.  PAUL AND PACIFIC RAILROAD FROM THE STATION AT BABCOCK,
 PO0084'130 FT (39.6 M) NORTH OF A RAILROAD BRIDGE OVER A CREEK, AT A SMALL
 PO0084'DAM ON THE CREEK, AND IN THE WEST WING WALL OF THE DAM 8 FT (2.4 M)
 PO0084'WEST OF THE CENTER OF THE WEST GATE.
 PO0084' 
 PO0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 RECOVERED IN GOOD
 PO0084'CONDITION.  A NEW DESCRIPTION FOLLOWS.  8.6 KM (5.35 MI) NORTHEASTERLY
 PO0084'ALONG STATE HIGHWAY 173 FROM ITS JUNCTION WITH STATE HIGHWAY 80 IN
 PO0084'BABCOCK, IN TOP OF THE EAST END OF THE WEST CONCRETE RETAINING WALL OF
 PO0084'A SMALL DAM, 101.0 M (331.4 FT) EAST OF THE CENTER OF A DIRT ROAD,
 PO0084'59.7 M (195.9 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 39.7 M
 PO0084'(130.2 FT) NORTH OF THE NORTHEAST CORNER OF A RAILROAD TRESTLE, 2.5 M
 PO0084'(8.2 FT) WEST OF THE CENTER OF THE WEST FLOOD GATE, AND 1.2 M (3.9 FT)
 PO0084'WEST OF THE EAST END OF THE WALL. THE MARK IS 1.2 M (3.9 FT) ABOVE THE
 PO0084'HIGHWAY.
 PO0084' 
 PO0084'RECOVERY NOTE BY US POWER SQUADRON 1994 RECOVERED IN GOOD CONDITION.
 PO0084' 
 PO0084'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0192 ***********************************************************************
 PN0192  DESIGNATION -  H 91
 PN0192  PID         -  PN0192
 PN0192  STATE/COUNTY-  WI/CALUMET
 PN0192  USGS QUAD   -  CHILTON (1992)
 PN0192
 PN0192                         *CURRENT SURVEY CONTROL
 PN0192  ___________________________________________________________________
 PN0192* NAD 83(1986)-  44 01 44.     (N)    088 09 42.     (W)     SCALED    
 PN0192* NAVD 88     -       277.163  (meters)     909.33   (feet)  ADJUSTED  
 PN0192  ___________________________________________________________________
 PN0192  GEOID HEIGHT-         -36.00  (meters)                     GEOID03
 PN0192  DYNAMIC HT  -         277.109 (meters)     909.15  (feet)  COMP
 PN0192  MODELED GRAV-     980,417.1   (mgal)                       NAVD 88
 PN0192
 PN0192  VERT ORDER  -  SECOND    CLASS 0
 PN0192
 PN0192.The horizontal coordinates were scaled from a topographic map and have
 PN0192.an estimated accuracy of +/- 6 seconds.
 PN0192
 PN0192.The orthometric height was determined by differential leveling
 PN0192.and adjusted by the National Geodetic Survey in June 1991..
 PN0192
 PN0192.The geoid height was determined by GEOID03.
 PN0192
 PN0192.The dynamic height is computed by dividing the NAVD 88
 PN0192.geopotential number by the normal gravity value computed on the
 PN0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0192.degrees latitude (g = 980.6199 gals.).
 PN0192
 PN0192.The modeled gravity was interpolated from observed gravity values.
 PN0192
 PN0192;                    North         East    Units  Estimated Accuracy
 PN0192;SPC WI S     -   227,020.      747,360.      MT  (+/- 180 meters Scaled)
 PN0192
 PN0192                          SUPERSEDED SURVEY CONTROL
 PN0192
 PN0192  NGVD 29 (??/??/92)  277.160  (m)          909.32   (f) ADJ UNCH    2 0
 PN0192
 PN0192.Superseded values are not recommended for survey control.
 PN0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0192.See file dsdata.txt to determine how the superseded data were derived.
 PN0192
 PN0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP069757(NAD 83)
 PN0192_MARKER: DB = BENCH MARK DISK
 PN0192_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PN0192_SP_SET: SANDSTONE CORNER COLUMN
 PN0192_STAMPING: H 91 1934
 PN0192_MARK LOGO: CGS   
 PN0192_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN0192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PN0192_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0192+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2005
 PN0192
 PN0192  HISTORY     - Date     Condition        Report By
 PN0192  HISTORY     - 1934     MONUMENTED       CGS
 PN0192  HISTORY     - 19950429 GOOD             USPSQD
 PN0192  HISTORY     - 20010416 GOOD             WIDT
 PN0192  HISTORY     - 20011203 GOOD             NGS
 PN0192  HISTORY     - 20030630 GOOD             USPSQD
 PN0192  HISTORY     - 20050817 GOOD             WIDT
 PN0192
 PN0192                          STATION DESCRIPTION
 PN0192
 PN0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0192'AT CHILTON.
 PN0192'AT CHILTON ALONG EAST MAIN STREET AT STATE BANK OF CHILTON, ON
 PN0192'WEST SIDE OF MARIA IMMAGULATA CATHOLIC CHURCH.  SET VERTICALLY,
 PN0192'3 FEET HIGH IN SOUTH SIDE OF THE SOUTHWEST SANDSTONE CORNER
 PN0192'COLUMN, 4 FT WEST OF CENTERLINE OF DOORWAY.
 PN0192
 PN0192                          STATION RECOVERY (1995)
 PN0192
 PN0192'RECOVERY NOTE BY US POWER SQUADRON 1995
 PN0192'RECOVERED IN GOOD CONDITION.
 PN0192
 PN0192                          STATION RECOVERY (2001)
 PN0192
 PN0192'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PN0192'THE STATION IS LOCATED IN CHILTON.  OWNERSHIP--LUTS BURNETT LAW FIRM.
 PN0192'THE STATION IS LOCATED IN THE CITY OF CHILTON AT 50 EAST MAIN STREET
 PN0192'(LUTZ BURNETT LAW FIRM).  THE STATION IS A BRONZE US COAST AND
 PN0192'GEODETIC SURVEY BENCH MARK DISK SET VERTICALLY IN A SANDSTONE CORNER
 PN0192'COLUMN ABOUT 1.6 M ABOVE THE ROAD PAVEMENT.  THE STATION IS 12.5 M
 PN0192'NORTH OF THE CENTERLINE OF MAIN STREET, 11.6 M WEST-NORTHWEST OF A
 PN0192'LIGHT POLE WITH A MAST ARM, 1.2 M NORTHWEST OF THE WEST WOOD POST FOR
 PN0192'A --LUTZ BURNETT MCDERMOTT JAHN AND KING-- SIGN AND 0.3 M EAST OF A
 PN0192'METAL RAILING.
 PN0192
 PN0192                          STATION RECOVERY (2001)
 PN0192
 PN0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PN0192'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PN0192
 PN0192                          STATION RECOVERY (2003)
 PN0192
 PN0192'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0192'STATION RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1 FOOT EAST
 PN0192'OF THE EASTERN BANNISTER, EAST OF THE ENTRANCE.
 PN0192
 PN0192                          STATION RECOVERY (2005)
 PN0192
 PN0192'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PN0192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0173 ***********************************************************************
 PN0173  DESIGNATION -  H 92
 PN0173  PID         -  PN0173
 PN0173  STATE/COUNTY-  WI/CALUMET
 PN0173  USGS QUAD   -  HILBERT (1992)
 PN0173
 PN0173                         *CURRENT SURVEY CONTROL
 PN0173  ___________________________________________________________________
 PN0173* NAD 83(1986)-  44 09 27.     (N)    088 11 10.     (W)     SCALED    
 PN0173* NAVD 88     -       258.964  (meters)     849.62   (feet)  ADJUSTED  
 PN0173  ___________________________________________________________________
 PN0173  GEOID HEIGHT-         -36.05  (meters)                     GEOID03
 PN0173  DYNAMIC HT  -         258.919 (meters)     849.47  (feet)  COMP
 PN0173  MODELED GRAV-     980,440.4   (mgal)                       NAVD 88
 PN0173
 PN0173  VERT ORDER  -  SECOND    CLASS 0
 PN0173
 PN0173.The horizontal coordinates were scaled from a topographic map and have
 PN0173.an estimated accuracy of +/- 6 seconds.
 PN0173
 PN0173.The orthometric height was determined by differential leveling
 PN0173.and adjusted by the National Geodetic Survey in June 1991..
 PN0173
 PN0173.The geoid height was determined by GEOID03.
 PN0173
 PN0173.The dynamic height is computed by dividing the NAVD 88
 PN0173.geopotential number by the normal gravity value computed on the
 PN0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0173.degrees latitude (g = 980.6199 gals.).
 PN0173
 PN0173.The modeled gravity was interpolated from observed gravity values.
 PN0173
 PN0173;                    North         East    Units  Estimated Accuracy
 PN0173;SPC WI S     -   241,270.      745,090.      MT  (+/- 180 meters Scaled)
 PN0173
 PN0173                          SUPERSEDED SURVEY CONTROL
 PN0173
 PN0173  NGVD 29 (??/??/92)  258.974  (m)          849.65   (f) ADJ UNCH    2 0
 PN0173
 PN0173.Superseded values are not recommended for survey control.
 PN0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0173.See file dsdata.txt to determine how the superseded data were derived.
 PN0173
 PN0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP051900(NAD 83)
 PN0173_MARKER: DB = BENCH MARK DISK
 PN0173_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PN0173_SP_SET: BRIDGE BACKWALL
 PN0173_STAMPING: H 92 1934
 PN0173_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN0173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0173_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0173+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2005
 PN0173
 PN0173  HISTORY     - Date     Condition        Report By
 PN0173  HISTORY     - 1934     MONUMENTED       CGS
 PN0173  HISTORY     - 20010523 GOOD             WIDT
 PN0173  HISTORY     - 20030630 GOOD             USPSQD
 PN0173  HISTORY     - 20050817 GOOD             WIDT
 PN0173
 PN0173                          STATION DESCRIPTION
 PN0173
 PN0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0173'1.5 MI W FROM HILBERT.
 PN0173'1.5 MILES WEST OF ALONG THE MINNEAPOLIS, ST PAUL AND SOO STE
 PN0173'MARIE RAILROAD (TRACK OWNED BY C M ST P AND PACIFIC RWY) AT
 PN0173'BRIDGE U-702.  SET IN SOUTH END OF THE EAST CONCRETE BACKWALL,
 PN0173'7 FEET SOUTH OF CENTERLINE OF TRACK AND 4 INCHES BELOW RAIL TOP.
 PN0173
 PN0173                          STATION RECOVERY (2001)
 PN0173
 PN0173'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PN0173'THE STATION IS LOCATED ABOUT 22 KM SOUTHEAST OF APPLETON, 42 KM
 PN0173'SOUTHWEST OF GREEN BAY AND 43 KM NORTHWEST OF MANITOWOC.
 PN0173'OWNERSHIP--WISCONSIN CENTRAL LIMITED RAILROAD.  TO REACH THE STATION
 PN0173'FROM THE JUNCTION OF STATE HIGHWAY 114 AND STATE HIGHWAY 32 IN THE
 PN0173'VILLAGE OF HILBERT, GO WEST ON STATE HIGHWAY 114 FOR 1.6 KM TO MCHUGH
 PN0173'ROAD, TURN RIGHT AND GO NORTH ON MCHUGH ROAD FOR 1.8 KM TO RAILROAD
 PN0173'TRACKS, TURN LEFT AND GO NORTHWESTERLY ON FOOT ALONG THE RAILROAD
 PN0173'TRACKS FOR 0.2 KM TO A BRIDGE AND THE STATION ON THE LEFT.  THE
 PN0173'STATION IS A US COAST AND GEODETIC SURVEY BRONZE DISK STAMPED --H 92
 PN0173'1934-- SET IN THE SOUTH END OF THE EAST ABUTMENT.  THE STATION IS 2.3
 PN0173'METERS SOUTHWEST OF THE CENTERLINE OF THE RAILROAD TRACKS, 185 METERS
 PN0173'NORTHWEST OF THE CENTERLINE OF MCHUGH ROAD, 0.4 METERS SOUTHEAST OF
 PN0173'THE SOUTHEAST STEEL BRIDGE ENDWALL AND 0.7 METERS NORTH OF A WHITE
 PN0173'PLASTIC WITNESS POST.  ---NOTE---LIMITED VISIBILITY IN SOUTHEAST AND
 PN0173'NORTHWEST QUADRANTS DUE TO SIZE AND PROXIMITY OF TREE LINES ALONG
 PN0173'RAILROAD TRACKS, NO VISIBILITY IN NORTHEAST AND SOUTHWEST QUADRANTS.
 PN0173
 PN0173                          STATION RECOVERY (2003)
 PN0173
 PN0173'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0173'STATION RECOVERED IN GOOD CONDITION.  NOTE-- THERE IS NO WITNESS POST
 PN0173'PRESENT.
 PN0173
 PN0173                          STATION RECOVERY (2005)
 PN0173
 PN0173'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PN0173'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 0.3 M NORTHWEST OF
 PN0173'A WHITE PLASTIC WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0248 ***********************************************************************
 PN0248  DESIGNATION -  H 93
 PN0248  PID         -  PN0248
 PN0248  STATE/COUNTY-  WI/WAUPACA
 PN0248  USGS QUAD   -  WEYAUWEGA (1982)
 PN0248
 PN0248                         *CURRENT SURVEY CONTROL
 PN0248  ___________________________________________________________________
 PN0248* NAD 83(1986)-  44 19 08.     (N)    088 54 00.     (W)     SCALED    
 PN0248* NAVD 88     -       230.697  (meters)     756.88   (feet)  ADJUSTED  
 PN0248  ___________________________________________________________________
 PN0248  GEOID HEIGHT-         -36.43  (meters)                     GEOID03
 PN0248  DYNAMIC HT  -         230.656 (meters)     756.74  (feet)  COMP
 PN0248  MODELED GRAV-     980,438.5   (mgal)                       NAVD 88
 PN0248
 PN0248  VERT ORDER  -  SECOND    CLASS 0
 PN0248
 PN0248.The horizontal coordinates were scaled from a topographic map and have
 PN0248.an estimated accuracy of +/- 6 seconds.
 PN0248
 PN0248.The orthometric height was determined by differential leveling
 PN0248.and adjusted by the National Geodetic Survey in June 1991..
 PN0248
 PN0248.The geoid height was determined by GEOID03.
 PN0248
 PN0248.The dynamic height is computed by dividing the NAVD 88
 PN0248.geopotential number by the normal gravity value computed on the
 PN0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0248.degrees latitude (g = 980.6199 gals.).
 PN0248
 PN0248.The modeled gravity was interpolated from observed gravity values.
 PN0248
 PN0248;                    North         East    Units  Estimated Accuracy
 PN0248;SPC WI C     -    54,550.      687,750.      MT  (+/- 180 meters Scaled)
 PN0248
 PN0248                          SUPERSEDED SURVEY CONTROL
 PN0248
 PN0248  NGVD 29 (??/??/92)  230.716  (m)          756.94   (f) ADJ UNCH    2 0
 PN0248
 PN0248.Superseded values are not recommended for survey control.
 PN0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0248.See file dsdata.txt to determine how the superseded data were derived.
 PN0248
 PN0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ484090(NAD 83)
 PN0248_MARKER: DB = BENCH MARK DISK
 PN0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0248_STAMPING: H-93 1934
 PN0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0248+STABILITY: SURFACE MOTION
 PN0248
 PN0248  HISTORY     - Date     Condition        Report By
 PN0248  HISTORY     - 1934     MONUMENTED       CGS
 PN0248  HISTORY     - 1943     GOOD             SOORR
 PN0248
 PN0248                          STATION DESCRIPTION
 PN0248
 PN0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0248'1.1 MI W FROM GILLS LANDING.
 PN0248'1.1 MILES WEST OF ALONG THE MINNEAPOLIS, ST PAUL AND SAULT STE
 PN0248'MARIE RAILROAD AT ROAD CROSSING, 10 POLES WEST OF MILEPOST 211.
 PN0248'SET IN POST, 90 FEET NORTHWEST OF CENTERLINE OF THE CROSSING,
 PN0248'45 FEET NORTH OF CENTERLINE OF TRACKS AND 4 FEET SOUTHWEST OF
 PN0248'FENCE CORNER.  ABOUT 2 FT BELOW TRACK LEVEL.
 PN0248
 PN0248                          STATION RECOVERY (1943)
 PN0248
 PN0248'RECOVERY NOTE BY SOO LINE RAILROAD 1943
 PN0248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0135 ***********************************************************************
 OM0135  DESIGNATION -  H 94
 OM0135  PID         -  OM0135
 OM0135  STATE/COUNTY-  WI/WINNEBAGO
 OM0135  USGS QUAD   -  PICKETT (1980)
 OM0135
 OM0135                         *CURRENT SURVEY CONTROL
 OM0135  ___________________________________________________________________
 OM0135* NAD 83(1986)-  43 54 07.     (N)    088 44 41.     (W)     SCALED    
 OM0135* NAVD 88     -       269.724  (meters)     884.92   (feet)  ADJUSTED  
 OM0135  ___________________________________________________________________
 OM0135  GEOID HEIGHT-         -36.07  (meters)                     GEOID03
 OM0135  DYNAMIC HT  -         269.667 (meters)     884.73  (feet)  COMP
 OM0135  MODELED GRAV-     980,401.4   (mgal)                       NAVD 88
 OM0135
 OM0135  VERT ORDER  -  SECOND    CLASS I
 OM0135
 OM0135.The horizontal coordinates were scaled from a topographic map and have
 OM0135.an estimated accuracy of +/- 6 seconds.
 OM0135
 OM0135.The orthometric height was determined by differential leveling
 OM0135.and adjusted by the National Geodetic Survey in February 2001..
 OM0135.No vertical observational check was made to the station.
 OM0135
 OM0135.The geoid height was determined by GEOID03.
 OM0135
 OM0135.The dynamic height is computed by dividing the NAVD 88
 OM0135.geopotential number by the normal gravity value computed on the
 OM0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0135.degrees latitude (g = 980.6199 gals.).
 OM0135
 OM0135.The modeled gravity was interpolated from observed gravity values.
 OM0135
 OM0135;                    North         East    Units  Estimated Accuracy
 OM0135;SPC WI S     -   212,050.      700,840.      MT  (+/- 180 meters Scaled)
 OM0135
 OM0135                          SUPERSEDED SURVEY CONTROL
 OM0135
 OM0135  NAVD 88 (06/15/91)  269.703  (m)          884.85   (f) UNKNOWN     2 0
 OM0135  NGVD 29 (??/??/92)  269.724  (m)          884.92   (f) ADJ UNCH    2 0
 OM0135
 OM0135.Superseded values are not recommended for survey control.
 OM0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0135.See file dsdata.txt to determine how the superseded data were derived.
 OM0135
 OM0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP598624(NAD 83)
 OM0135_MARKER: DB = BENCH MARK DISK
 OM0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0135_STAMPING: H 94 1934
 OM0135_MARK LOGO: CGS   
 OM0135_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0135+STABILITY: SURFACE MOTION
 OM0135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0135+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2003
 OM0135
 OM0135  HISTORY     - Date     Condition        Report By
 OM0135  HISTORY     - 1934     MONUMENTED       CGS
 OM0135  HISTORY     - 20000314 POOR             WIDT
 OM0135  HISTORY     - 20031217 GOOD             USPSQD
 OM0135  HISTORY     - 20050613 POOR             WIDT
 OM0135
 OM0135                          STATION DESCRIPTION
 OM0135
 OM0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0135'0.9 MI SW FROM PICKETT.
 OM0135'0.9 MILE SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OM0135'PACIFIC RAILROAD FROM THE STATION AT PICKETT, WINNEBAGO COUNTY,
 OM0135'AT MILEPOST 175, AT A ROAD CROSSING, 30 FEET SOUTH OF THE CENTERLINE
 OM0135'OF THE ROAD, 30 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, 3
 OM0135'FEET SOUTHWEST OF A FENCE CORNER, AND ABOUT 1 FOOT HIGHER THAN
 OM0135'THE TRACK.  A STANDARD DISK, STAMPED H 94 1934 AND SET IN THE
 OM0135'TOP OF A CONCRETE POST.
 OM0135
 OM0135                          STATION RECOVERY (2000)
 OM0135
 OM0135'RECOVERY NOTE BY WI DEPT OF TRANSP 2000 (DJH)
 OM0135'THE STATION IS LOCATED ABOUT 20.92 KM (13.00 MI) SOUTHWEST OF OSHKOSH
 OM0135'AND 27.36 KM (17.00 MI) NORTHWEST OF FOND DU LAC. OWNERSHIP--WISCONSIN
 OM0135'SOUTHERN LIMITED RAILROAD.  TO REACH THE STATION FROM THE JUNCTION OF
 OM0135'STATE HIGHWAY 44 WITH COUNTY HIGHWAY M IN THE COMMUNITY OF PICKETT, GO
 OM0135'SOUTHWEST ON STATE HIGHWAY 44 FOR 1.45 KM (0.90 MI) TO HILLSIDE ROAD
 OM0135'(SOUTH) , TURN RIGHT AND GO WEST ON HILLSIDE ROAD (SOUTH) FOR 0.16 KM
 OM0135'(0.10 MI) TO THE WISCONSIN SOUTHERN LIMITED RAILROAD TRACKS AND THE
 OM0135'STATION ON THE LEFT.  THE STATION IS A BRONZE US CGS BENCH MARK DISK
 OM0135'STAMPED --H 94 1934-- SET IN THE TOP OF A 30-CM (12-INCH) SQUARE
 OM0135'CONCRETE POST 0.5 M (1.6 FT) ABOVE THE GROUND AND ABOUT LEVEL WITH THE
 OM0135'HIGHWAY PAVEMENT.  THE STATION IS 9.2 M (30.2 FT) SOUTH OF THE
 OM0135'CENTERLINE OF HILLSIDE ROAD, 60 M (196.8 FT) EAST OF EXTENDED
 OM0135'CENTERLINE OF PRIVATE ENTRANCE --6908-6916--, 21.1 M (69.2 FT)
 OM0135'NORTHWEST OF METAL POST FOR RAILROAD MILE MARKER, 12 M (39.4 FT) WEST
 OM0135'OF THE WESTERLN MOST RAIL OF THE RAILROAD TRACKS, 10.2 M (33.5 FT)
 OM0135'EAST OF POWER POLE --1715 32L1--, 1.0 M (3.3 FT) NORTH OF A WHITE
 OM0135'PLASTIC WITNESS POST, AND 1.0 M (3.3 FT) EAST OF AN ORANGE FIBERGLASS
 OM0135'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION
 OM0135'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR
 OM0135'POWERLINES RUNNING FROM THE EAST QUADRANT TO THE WEST QUADRANT
 OM0135'EXTENDING TO 80 DEGREES ABOVE THE HORIZON.  ---NOTE---THIS CAP IS
 OM0135'BARELY LEGIABLE AND THE MONUMENT IS IN POOR CONDITION.
 OM0135
 OM0135                          STATION RECOVERY (2003)
 OM0135
 OM0135'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0135'RECOVERED IN GOOD CONDITION.
 OM0135
 OM0135                          STATION RECOVERY (2005)
 OM0135
 OM0135'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 OM0135'RECOVERED IN POOR CONDITION.  ADD-- THE STATION IS 1.0 M EAST OF AN
 OM0135'ORANGE CARSONITE WITNESS POST AND 1.0 M NORTH AND 1.0 M WEST OF TWO
 OM0135'WHITE PLASTIC WITNESS POSTS.  NOTE 1-- THE STATION IS 8.6 M (NOT 12 M)
 OM0135'WEST OF THE WESTERN MOST RAIL OF THE RAILROAD TRACKS.  NOTE 2-- THE
 OM0135'DESIGNATION ON THE DISK IS NOT LEGIABLE AND THE POST HAS BEEN BADLY
 OM0135'CHIPPED, PROBABLY BY MOWERS, BUT THE DISK REMAINS SOLID IN THE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0314 ***********************************************************************
 OM0314  DESIGNATION -  H 95
 OM0314  PID         -  OM0314
 OM0314  STATE/COUNTY-  WI/MARQUETTE
 OM0314  USGS QUAD   -  PACKWAUKEE (1984)
 OM0314
 OM0314                         *CURRENT SURVEY CONTROL
 OM0314  ___________________________________________________________________
 OM0314* NAD 83(1986)-  43 46 48.     (N)    089 23 54.     (W)     SCALED    
 OM0314* NAVD 88     -       240.011  (meters)     787.44   (feet)  ADJUSTED  
 OM0314  ___________________________________________________________________
 OM0314  GEOID HEIGHT-         -35.89  (meters)                     GEOID03
 OM0314  DYNAMIC HT  -         239.954 (meters)     787.25  (feet)  COMP
 OM0314  MODELED GRAV-     980,379.2   (mgal)                       NAVD 88
 OM0314
 OM0314  VERT ORDER  -  SECOND    CLASS 0
 OM0314
 OM0314.The horizontal coordinates were scaled from a topographic map and have
 OM0314.an estimated accuracy of +/- 6 seconds.
 OM0314
 OM0314.The orthometric height was determined by differential leveling
 OM0314.and adjusted by the National Geodetic Survey in June 1991..
 OM0314
 OM0314.The geoid height was determined by GEOID03.
 OM0314
 OM0314.The dynamic height is computed by dividing the NAVD 88
 OM0314.geopotential number by the normal gravity value computed on the
 OM0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0314.degrees latitude (g = 980.6199 gals.).
 OM0314
 OM0314.The modeled gravity was interpolated from observed gravity values.
 OM0314
 OM0314;                    North         East    Units  Estimated Accuracy
 OM0314;SPC WI S     -   197,920.      648,430.      MT  (+/- 180 meters Scaled)
 OM0314
 OM0314                          SUPERSEDED SURVEY CONTROL
 OM0314
 OM0314  NGVD 29 (??/??/92)  240.040  (m)          787.53   (f) ADJ UNCH    2 0
 OM0314
 OM0314.Superseded values are not recommended for survey control.
 OM0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0314.See file dsdata.txt to determine how the superseded data were derived.
 OM0314
 OM0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP070502(NAD 83)
 OM0314_MARKER: DB = BENCH MARK DISK
 OM0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0314_STAMPING: H 95 1934
 OM0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0314+STABILITY: SURFACE MOTION
 OM0314
 OM0314  HISTORY     - Date     Condition        Report By
 OM0314  HISTORY     - 1934     MONUMENTED       CGS
 OM0314  HISTORY     - 1975     GOOD             WIDT
 OM0314
 OM0314                          STATION DESCRIPTION
 OM0314
 OM0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0314'3.8 MI SW FROM MONTELLO.
 OM0314'3.8 MILES SOUTHWEST ALONG THE ABANDONED MINNEAPOLIS, ST. PAUL
 OM0314'AND SAULT STE. MARIE RAILROAD FROM THE STATE BANK AT MONTELLO,
 OM0314'MARQUETTE COUNTY, 3 POLES WEST OF MILEPOST 59, OF A ROAD CROSSING,
 OM0314'48 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 12 FEET WEST OF THE
 OM0314'CENTERLINE OF THE TRACK, 2 FEET NORTH OF A FENCE, AND ABOUT 5
 OM0314'FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED H 95
 OM0314'1934 AND SET IN THE TOP OF A CONCRETE POST.
 OM0314
 OM0314                          STATION RECOVERY (1975)
 OM0314
 OM0314'RECOVERY NOTE BY WI DEPT OF TRANSP 1975
 OM0314'ALONG CTH C, 3.8 MILES SOUTHWEST OF MONTELLO, 270 FT. SOUTHWEST OF
 OM0314'STREAM CROSSING, 39 FT. SOUTHEAST OF CENTERLINE OF ROAD. CONC. POST
 OM0314'EXTENDING 1 FOOT ABOVE GROUND, WITNESS POST SET 1 FT. SOUTHEAST OF
 OM0314'BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0518 ***********************************************************************
 OM0518  DESIGNATION -  H 96
 OM0518  PID         -  OM0518
 OM0518  STATE/COUNTY-  WI/JUNEAU
 OM0518  USGS QUAD   -  DELLWOOD (1983)
 OM0518
 OM0518                         *CURRENT SURVEY CONTROL
 OM0518  ___________________________________________________________________
 OM0518* NAD 83(1986)-  43 59 20.     (N)    089 58 36.     (W)     SCALED    
 OM0518* NAVD 88     -       270.402  (meters)     887.14   (feet)  ADJUSTED  
 OM0518  ___________________________________________________________________
 OM0518  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 OM0518  DYNAMIC HT  -         270.345 (meters)     886.96  (feet)  COMP
 OM0518  MODELED GRAV-     980,402.5   (mgal)                       NAVD 88
 OM0518
 OM0518  VERT ORDER  -  SECOND    CLASS 0
 OM0518
 OM0518.The horizontal coordinates were scaled from a topographic map and have
 OM0518.an estimated accuracy of +/- 6 seconds.
 OM0518
 OM0518.The orthometric height was determined by differential leveling
 OM0518.and adjusted by the National Geodetic Survey in June 1991..
 OM0518
 OM0518.The geoid height was determined by GEOID03.
 OM0518
 OM0518.The dynamic height is computed by dividing the NAVD 88
 OM0518.geopotential number by the normal gravity value computed on the
 OM0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0518.degrees latitude (g = 980.6199 gals.).
 OM0518
 OM0518.The modeled gravity was interpolated from observed gravity values.
 OM0518
 OM0518;                    North         East    Units  Estimated Accuracy
 OM0518;SPC WI S     -   220,950.      601,870.      MT  (+/- 180 meters Scaled)
 OM0518
 OM0518                          SUPERSEDED SURVEY CONTROL
 OM0518
 OM0518  NGVD 29 (??/??/92)  270.417  (m)          887.19   (f) ADJ UNCH    2 0
 OM0518
 OM0518.Superseded values are not recommended for survey control.
 OM0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0518.See file dsdata.txt to determine how the superseded data were derived.
 OM0518
 OM0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP613749(NAD 83)
 OM0518_MARKER: DB = BENCH MARK DISK
 OM0518_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OM0518_SP_SET: CONCRETE BLOCK
 OM0518_STAMPING: H 96 1934
 OM0518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0518
 OM0518  HISTORY     - Date     Condition        Report By
 OM0518  HISTORY     - 1934     MONUMENTED       CGS
 OM0518  HISTORY     - 1943     GOOD             NGS
 OM0518  HISTORY     - 1957     MARK NOT FOUND   USGS
 OM0518
 OM0518                          STATION DESCRIPTION
 OM0518
 OM0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OM0518'1.9 MI W FROM DELLWOOD.
 OM0518'IN JUNEAU COUNTY, 1.9 MILES WEST ALONG THE CHICAGO AND NORTH
 OM0518'WESTERN RAILWAY FROM THE STATION AT DELLWOOD, ADAMS COUNTY, AT
 OM0518'MILEPOST 133, AT BLOCK SIGNAL 945, IN THE TOP OF THE SOUTHEAST
 OM0518'CORNER OF THE CONCRETE-BLOCK FOUNDATION, AND 10 FEET NORTH OF
 OM0518'THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED H 96
 OM0518'1934.  NOTE-- THE BLOCK SIGNAL WAS LOCATED BUT NO DISK COULD
 OM0518'BE FOUND IN THE FOUNDATION.  A NEW GRADE MAY HAVE BEEN
 OM0518'CONSTRUCTED HERE AND THE CONCRETE FOUNDATION REPLACED.
 OM0518
 OM0518                          STATION RECOVERY (1957)
 OM0518
 OM0518'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 OM0518'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0421 ***********************************************************************
 PN0421  DESIGNATION -  H 97
 PN0421  PID         -  PN0421
 PN0421  STATE/COUNTY-  WI/WAUSHARA
 PN0421  USGS QUAD   -  WAUTOMA (1968)
 PN0421
 PN0421                         *CURRENT SURVEY CONTROL
 PN0421  ___________________________________________________________________
 PN0421* NAD 83(1986)-  44 07 22.     (N)    089 15 09.     (W)     SCALED    
 PN0421* NAVD 88     -       299.322  (meters)     982.03   (feet)  ADJUSTED  
 PN0421  ___________________________________________________________________
 PN0421  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PN0421  DYNAMIC HT  -         299.260 (meters)     981.82  (feet)  COMP
 PN0421  MODELED GRAV-     980,403.6   (mgal)                       NAVD 88
 PN0421
 PN0421  VERT ORDER  -  SECOND    CLASS 0
 PN0421
 PN0421.The horizontal coordinates were scaled from a topographic map and have
 PN0421.an estimated accuracy of +/- 6 seconds.
 PN0421
 PN0421.The orthometric height was determined by differential leveling
 PN0421.and adjusted by the National Geodetic Survey in June 1991..
 PN0421
 PN0421.The geoid height was determined by GEOID03.
 PN0421
 PN0421.The dynamic height is computed by dividing the NAVD 88
 PN0421.geopotential number by the normal gravity value computed on the
 PN0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0421.degrees latitude (g = 980.6199 gals.).
 PN0421
 PN0421.The modeled gravity was interpolated from observed gravity values.
 PN0421
 PN0421;                    North         East    Units  Estimated Accuracy
 PN0421;SPC WI S     -   236,100.      659,830.      MT  (+/- 180 meters Scaled)
 PN0421
 PN0421                          SUPERSEDED SURVEY CONTROL
 PN0421
 PN0421  NGVD 29 (??/??/92)  299.343  (m)          982.09   (f) ADJ UNCH    2 0
 PN0421
 PN0421.Superseded values are not recommended for survey control.
 PN0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0421.See file dsdata.txt to determine how the superseded data were derived.
 PN0421
 PN0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP197879(NAD 83)
 PN0421_MARKER: DB = BENCH MARK DISK
 PN0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0421_STAMPING: H-97 1934
 PN0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0421+STABILITY: SURFACE MOTION
 PN0421
 PN0421  HISTORY     - Date     Condition        Report By
 PN0421  HISTORY     - 1934     MONUMENTED       CGS
 PN0421  HISTORY     - 1958     GOOD             USGS
 PN0421  HISTORY     - 20040102 MARK NOT FOUND   USPSQD
 PN0421
 PN0421                          STATION DESCRIPTION
 PN0421
 PN0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0421'3.9 MI NE FROM WAUTOMA.
 PN0421'3.9 MILES NORTHEAST OF DEPOT AT WAUTOMA ALONG THE CHICAGO AND
 PN0421'NORTHWESTERN RAILROAD AT ROAD CROSSING, AT MILEPOLE 103.  SET
 PN0421'IN POST, 45 FEET NORTH OF CENTERLINE OF ROAD, 33 FEET EAST OF
 PN0421'CENTERLINE OF TRACKS AND ALMOST LEVEL WITH TRACKS.
 PN0421
 PN0421                          STATION RECOVERY (1958)
 PN0421
 PN0421'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 PN0421'RECOVERED IN GOOD CONDITION.
 PN0421
 PN0421                          STATION RECOVERY (2004)
 PN0421
 PN0421'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0421'NOT FOUND.  SEARCHED FOR THE STATION 4.3 MILES NORTH OF HIGHWAY 21 ON
 PN0421'HIGHWAY 22, THEN 0.2 MILE EAST ON 19TH AV.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0258 ***********************************************************************
 PN0258  DESIGNATION -  H 98
 PN0258  PID         -  PN0258
 PN0258  STATE/COUNTY-  WI/WAUSHARA
 PN0258  USGS QUAD   -  AURORAVILLE (1961)
 PN0258
 PN0258                         *CURRENT SURVEY CONTROL
 PN0258  ___________________________________________________________________
 PN0258* NAD 83(1986)-  44 02 46.     (N)    088 59 18.     (W)     SCALED    
 PN0258* NAVD 88     -       237.876  (meters)     780.43   (feet)  ADJUSTED  
 PN0258  ___________________________________________________________________
 PN0258  GEOID HEIGHT-         -36.33  (meters)                     GEOID03
 PN0258  DYNAMIC HT  -         237.827 (meters)     780.27  (feet)  COMP
 PN0258  MODELED GRAV-     980,407.3   (mgal)                       NAVD 88
 PN0258
 PN0258  VERT ORDER  -  SECOND    CLASS 0
 PN0258
 PN0258.The horizontal coordinates were scaled from a topographic map and have
 PN0258.an estimated accuracy of +/- 6 seconds.
 PN0258
 PN0258.The orthometric height was determined by differential leveling
 PN0258.and adjusted by the National Geodetic Survey in June 1991..
 PN0258
 PN0258.The geoid height was determined by GEOID03.
 PN0258
 PN0258.The dynamic height is computed by dividing the NAVD 88
 PN0258.geopotential number by the normal gravity value computed on the
 PN0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0258.degrees latitude (g = 980.6199 gals.).
 PN0258
 PN0258.The modeled gravity was interpolated from observed gravity values.
 PN0258
 PN0258;                    North         East    Units  Estimated Accuracy
 PN0258;SPC WI S     -   227,800.      681,080.      MT  (+/- 180 meters Scaled)
 PN0258
 PN0258                          SUPERSEDED SURVEY CONTROL
 PN0258
 PN0258  NGVD 29 (??/??/92)  237.899  (m)          780.51   (f) ADJ UNCH    2 0
 PN0258
 PN0258.Superseded values are not recommended for survey control.
 PN0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0258.See file dsdata.txt to determine how the superseded data were derived.
 PN0258
 PN0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP407789(NAD 83)
 PN0258_MARKER: DB = BENCH MARK DISK
 PN0258_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PN0258_SP_SET: CULVERT
 PN0258_STAMPING: H-98 1934
 PN0258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PN0258
 PN0258  HISTORY     - Date     Condition        Report By
 PN0258  HISTORY     - 1934     MONUMENTED       CGS
 PN0258  HISTORY     - 20040102 MARK NOT FOUND   USPSQD
 PN0258
 PN0258                          STATION DESCRIPTION
 PN0258
 PN0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0258'0.7 MI S FROM AURORAHVILLE.
 PN0258'0.7 MILES SOUTH OF ALONG 49 HIWAY AT LARGE CONCRETE CULVERT,
 PN0258'AT FILL.  SET NEAR CENTER OF THE EAST HEADWALL, ABOUT LEVEL
 PN0258'WITH HIWAY SURFACE.
 PN0258
 PN0258                          STATION RECOVERY (2004)
 PN0258
 PN0258'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0258'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0529 ***********************************************************************
 PN0529  DESIGNATION -  H 99
 PN0529  PID         -  PN0529
 PN0529  STATE/COUNTY-  WI/WAUSHARA
 PN0529  USGS QUAD   -  COLOMA (1968)
 PN0529
 PN0529                         *CURRENT SURVEY CONTROL
 PN0529  ___________________________________________________________________
 PN0529* NAD 83(1986)-  44 04 07.     (N)    089 32 17.     (W)     SCALED    
 PN0529* NAVD 88     -       343.583  (meters)    1127.24   (feet)  ADJUSTED  
 PN0529  ___________________________________________________________________
 PN0529  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 PN0529  DYNAMIC HT  -         343.503 (meters)    1126.98  (feet)  COMP
 PN0529  MODELED GRAV-     980,375.6   (mgal)                       NAVD 88
 PN0529
 PN0529  VERT ORDER  -  SECOND    CLASS 0
 PN0529
 PN0529.The horizontal coordinates were scaled from a topographic map and have
 PN0529.an estimated accuracy of +/- 6 seconds.
 PN0529
 PN0529.The orthometric height was determined by differential leveling
 PN0529.and adjusted by the National Geodetic Survey in June 1991..
 PN0529
 PN0529.The geoid height was determined by GEOID03.
 PN0529
 PN0529.The dynamic height is computed by dividing the NAVD 88
 PN0529.geopotential number by the normal gravity value computed on the
 PN0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0529.degrees latitude (g = 980.6199 gals.).
 PN0529
 PN0529.The modeled gravity was interpolated from observed gravity values.
 PN0529
 PN0529;                    North         East    Units  Estimated Accuracy
 PN0529;SPC WI S     -   229,910.      637,010.      MT  (+/- 180 meters Scaled)
 PN0529
 PN0529                          SUPERSEDED SURVEY CONTROL
 PN0529
 PN0529  NGVD 29 (??/??/92)  343.596  (m)         1127.28   (f) ADJ UNCH    2 0
 PN0529
 PN0529.Superseded values are not recommended for survey control.
 PN0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0529.See file dsdata.txt to determine how the superseded data were derived.
 PN0529
 PN0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP967826(NAD 83)
 PN0529_MARKER: DB = BENCH MARK DISK
 PN0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0529_STAMPING: H 99 1934
 PN0529_MARK LOGO: CGS   
 PN0529_PROJECTION: PROJECTING 5 CENTIMETERS
 PN0529_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0529+STABILITY: SURFACE MOTION
 PN0529_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0529+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2003
 PN0529
 PN0529  HISTORY     - Date     Condition        Report By
 PN0529  HISTORY     - 1934     MONUMENTED       CGS
 PN0529  HISTORY     - 1958     MARK NOT FOUND   USGS
 PN0529  HISTORY     - 20030514 GOOD             WIDT
 PN0529  HISTORY     - 20040102 MARK NOT FOUND   USPSQD
 PN0529
 PN0529                          STATION DESCRIPTION
 PN0529
 PN0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0529'2.5 MI N FROM COLOMA.
 PN0529'2.5 MILES NORTH OF DEPOT AT ALONG THE MINNEAPOLIS, ST PAUL AND
 PN0529'SOO STE MARIE RAILROAD AT ROAD CROSSING, 6 POLES NORTH OF
 PN0529'MILEPOLE 32.  SET IN POST, 54 FEET EAST OF CENTERLINE OF TRACKS,
 PN0529'45 FEET SOUTH OF CENTERLINE OF ROAD AND 4 FEET SOUTH OF FENCE
 PN0529'CORNER.
 PN0529
 PN0529                          STATION RECOVERY (1958)
 PN0529
 PN0529'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 PN0529'MARK NOT FOUND.
 PN0529
 PN0529                          STATION RECOVERY (2003)
 PN0529
 PN0529'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 PN0529'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 39 AND US
 PN0529'HIGHWAY 51 WITH STATE HIGHWAY 21 (EXIT 124) IN THE VILLAGE OF COLOMA,
 PN0529'GO EAST ON STATE HIGHWAY 21 FOR 0.7 MI (1.13 KM) TO COUNTY HIGHWAY FF,
 PN0529'TURN LEFT AND GO NORTH ON COUNTY HIGHWAY FF FOR 2.4 MI (3.86 KM) TO
 PN0529'CHICAGO AVENUE, TURN LEFT AND GO WEST ON CHICAGO AVENUE FOR 0.8 MI
 PN0529'(1.29 KM) TO A DEAD END AND THE STATION ON THE LEFT.  THE STATION IS A
 PN0529'BRONZE US COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP OF
 PN0529'A 24-CM SQUARE CONCRETE POST.  THE STATION IS 25 M (82.0 FT) SOUTHWEST
 PN0529'ALONG DIM TRAIL FROM THE DEAD END, 10.2 M (33.5 FT) EAST OF EAST RIGHT
 PN0529'OF WAY FENCE OF INTERSTATE HIGHWAY 39, 7 M (23.0 FT) EAST OF A BALSAM
 PN0529'FIR, 0.7 M (2.3 FT) SOUTHWEST OF A STEEL WITNESS POST, AND 0.5 M (1.6
 PN0529'FT) NORTH OF A ORANGE FIBERGLASS WITNESS POST.  ---NOTE---THIS STATION
 PN0529'IS NOT SUITABLE FOR GPS 0BSERVATIONS DUE TO THE TREE COVER.
 PN0529
 PN0529                          STATION RECOVERY (2004)
 PN0529
 PN0529'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0529'NOT FOUND.  NOTE-- RAILROAD HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5433 ***********************************************************************
 DH5433  DESIGNATION -  HAGENBARTH GPS
 DH5433  PID         -  DH5433
 DH5433  STATE/COUNTY-  WI/LA CROSSE
 DH5433  USGS QUAD   -  ST JOSEPH (1974)
 DH5433
 DH5433                         *CURRENT SURVEY CONTROL
 DH5433  ___________________________________________________________________
 DH5433* NAD 83(1997)-  43 48 29.92383(N)    091 06 57.45875(W)     ADJUSTED  
 DH5433* NAVD 88     -                                                        
 DH5433  ___________________________________________________________________
 DH5433  X           -     -89,791.908 (meters)                     COMP
 DH5433  Y           -  -4,609,522.980 (meters)                     COMP
 DH5433  Z           -   4,392,891.422 (meters)                     COMP
 DH5433  LAPLACE CORR-          -7.62  (seconds)                    DEFLEC99
 DH5433  ELLIP HEIGHT-         210.03  (meters)          (08/01/05) GPS OBS
 DH5433  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 DH5433
 DH5433  HORZ ORDER  -  FIRST
 DH5433  ELLP ORDER  -  SECOND    CLASS I
 DH5433
 DH5433.The horizontal coordinates were established by GPS observations
 DH5433.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5433
 DH5433
 DH5433.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5433
 DH5433.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5433
 DH5433.The ellipsoidal height was determined by GPS observations
 DH5433.and is referenced to NAD 83.
 DH5433
 DH5433.The geoid height was determined by GEOID03.
 DH5433
 DH5433;                    North         East     Units Scale Factor Converg.
 DH5433;SPC WI S     -   201,490.006   510,211.840   MT  0.99995775   -0 46 00.4
 DH5433;SPC WI S     -   661,055.13  1,673,920.01   sFT  0.99995775   -0 46 00.4
 DH5433;UTM  15      - 4,852,307.900   651,537.819   MT  0.99988245   +1 18 16.1
 DH5433
 DH5433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5433!SPC WI S     -   0.99996707  x   0.99995775  =   0.99992482
 DH5433!UTM  15      -   0.99996707  x   0.99988245  =   0.99984952
 DH5433
 DH5433                          SUPERSEDED SURVEY CONTROL
 DH5433
 DH5433.No superseded survey control is available for this station.
 DH5433
 DH5433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ5153852308(NAD 83)
 DH5433_MARKER: DD = SURVEY DISK
 DH5433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5433_STAMPING: HAGENBARTH GPS 1994
 DH5433_MARK LOGO: WI-063
 DH5433_PROJECTION: PROJECTING 15 CENTIMETERS
 DH5433_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5433+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2003
 DH5433
 DH5433  HISTORY     - Date     Condition        Report By
 DH5433  HISTORY     - 1994     MONUMENTED       WI-063
 DH5433  HISTORY     - 20030226 GOOD             WIDT
 DH5433
 DH5433                          STATION DESCRIPTION
 DH5433
 DH5433'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5433'OWNERSHIP--LA CROSSE COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DH5433'OF STATE HIGHWAY  33 WITH COUNTY HIGHWAY F ABOUT 4 MI EAST OF THE CITY
 DH5433'OF LA CROSSE.  GO NORTH ON  COUNTY HIGHWAY F FOR 0.3 MI TO COUNTY
 DH5433'HIGHWAY FO ON THE RIGHT, TURN RIGHT AND GO  NORTHEAST ON COUNTY
 DH5433'HIGHWAY FO FOR 1.8 MI TO COUNTY HIGHWAY OA, TURN RIGHT AND GO  EAST ON
 DH5433'COUNTY HIGHWAY OA FOR 0.1 MI TO THE STATION ON THE LEFT.  THE STATION
 DH5433'IS A  BRONZE LA CROSSE COUNTY GEODETIC CONTROL MARKER DISK SET IN THE
 DH5433'TOP OF A 30-CM  DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY
 DH5433'PAVEMENT.  THE STATION IS 9.9 M  EAST OF THE CENTERLINE OF COUNTY
 DH5433'HIGHWAY OA, 38.7 M NORTH OF A POWER POLE --9415DD5--,  32.7 M
 DH5433'SOUTHEAST OF POWER POLE --9415DD3--, 0.3 M NORTH OF A YELLOW RIGHT OF
 DH5433'WAY POST,  AND 1.0 M SOUTHEAST, NORTHWEST, AND NORTHEAST OF THREE
 DH5433'ORANGE 4X4 PLASTIC WITNESS  POSTS.  ---NOTE----THIS STATION HAS NO
 DH5433'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15  DEGREES ABOVE THE
 DH5433'HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0699 ***********************************************************************
 NG0699  DESIGNATION -  HALBACH
 NG0699  PID         -  NG0699
 NG0699  STATE/COUNTY-  WI/MILWAUKEE
 NG0699  USGS QUAD   -  GREENDALE (1976)
 NG0699
 NG0699                         *CURRENT SURVEY CONTROL
 NG0699  ___________________________________________________________________
 NG0699* NAD 83(1991)-  42 59 25.56636(N)    087 58 45.15601(W)     ADJUSTED  
 NG0699* NAVD 88     -       224.     (meters)     735.     (feet)  SCALED    
 NG0699  ___________________________________________________________________
 NG0699  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 NG0699  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 NG0699
 NG0699  HORZ ORDER  -  SECOND
 NG0699
 NG0699.The horizontal coordinates were established by classical geodetic methods
 NG0699.and adjusted by the National Geodetic Survey in November 1991..
 NG0699
 NG0699.The orthometric height was scaled from a topographic map.
 NG0699
 NG0699.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0699
 NG0699.The geoid height was determined by GEOID03.
 NG0699
 NG0699;                    North         East     Units Scale Factor Converg.
 NG0699;SPC WI S     -   112,024.689   764,779.694   MT  0.99995810   +1 23 18.6
 NG0699;SPC WI S     -   367,534.33  2,509,114.71   sFT  0.99995810   +1 23 18.6
 NG0699;UTM  16      - 4,760,217.786   420,173.548   MT  0.99967839   -0 40 03.8
 NG0699
 NG0699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0699!SPC WI S     -   0.99997037  x   0.99995810  =   0.99992847
 NG0699!UTM  16      -   0.99997037  x   0.99967839  =   0.99964877
 NG0699
 NG0699:                Primary Azimuth Mark                     Grid Az
 NG0699:SPC WI S     -  WOOD VETERANS ADMIN POWER STK            000 06 54.9
 NG0699:UTM  16      -  WOOD VETERANS ADMIN POWER STK            002 10 17.3
 NG0699
 NG0699|---------------------------------------------------------------------|
 NG0699| PID    Reference Object                     Distance      Geod. Az  |
 NG0699|                                                           dddmmss.s |
 NG0699| OL0410 WOOD VETERANS ADMIN POWER STK       APPROX. 3.8 KM 0013013.5 |
 NG0699| OL0411 WOOD VETERANS ADMIN WATER TANK      APPROX. 4.2 KM 0051004.2 |
 NG0699| OL0403 MILWAUKEE FROEDHERT MALT ELEV       APPROX. 2.0 KM 0393451.2 |
 NG0699| CI9699 HALBACH RM 1                         16.964 METERS 04441     |
 NG0699| NG0694 MILWAUKEE JACKSON PARK MUN TK       APPROX. 1.2 KM 0663711.0 |
 NG0699| CI9700 HALBACH RM 2                         19.098 METERS 14208     |
 NG0699| NH0959 MATTHIAS                            APPROX. 4.1 KM 2651007.8 |
 NG0699| OM0756 WEST ALLIS MUNICIPAL TANK           APPROX. 3.8 KM 3024900.6 |
 NG0699| OM0759 WAUWATOSA MUNICIPAL TANK 5          APPROX. 5.5 KM 3260934.4 |
 NG0699| OL0407 WEST ALLIS ALLIS CHALMERS TK        APPROX. 3.3 KM 3323255.1 |
 NG0699|---------------------------------------------------------------------|
 NG0699
 NG0699                          SUPERSEDED SURVEY CONTROL
 NG0699
 NG0699  NAD 83(1986)-  42 59 25.55523(N)    087 58 45.16847(W) AD(       ) 2
 NG0699  NAD 27      -  42 59 25.50100(N)    087 58 44.85800(W) AD(       ) 2
 NG0699
 NG0699.Superseded values are not recommended for survey control.
 NG0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0699.See file dsdata.txt to determine how the superseded data were derived.
 NG0699
 NG0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2017460218(NAD 83)
 NG0699_MARKER: DS = TRIANGULATION STATION DISK
 NG0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0699_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NG0699+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2006
 NG0699
 NG0699  HISTORY     - Date     Condition        Report By
 NG0699  HISTORY     - 1953     MONUMENTED       CGS
 NG0699  HISTORY     - 1976     GOOD             LOCENG
 NG0699  HISTORY     - 19940808 GOOD             USPSQD
 NG0699  HISTORY     - 20011015 GOOD             USPSQD
 NG0699  HISTORY     - 20060624 GOOD             USPSQD
 NG0699
 NG0699                          STATION DESCRIPTION
 NG0699
 NG0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 NG0699'STATION IS LOCATED ON THE PROPERTY OF EDWARD HALBACH AT 2971 SOUTH
 NG0699'52ND STREET IN THE
 NG0699'SOUTHWEST SECTION OF MILWAUKEE.  IT IS 60 FEET WEST OF THE CENTER OF
 NG0699'THE STREET, 10 FEET SOUTH OF THE
 NG0699'SOUTHEAST CORNER OF MR. HALBACHS HOUSE AND 1 FOOT SOUTH OF THE
 NG0699'SOUTH EDGE OF THE DRIVEWAY.  THE MARK
 NG0699'IS FLUSH AND THE DISK IS STAMPED HALBACH 1953.
 NG0699'
 NG0699'REFERENCE MARK NO. 1 IS 20 FEET WEST OF THE CENTER OF THE STREET AND
 NG0699'3 FEET EAST OF THE EAST EDGE
 NG0699'OF THE SIDEWALK.  THE MARK IS FLUSH AND THE DISK IS STAMPED HALBACH
 NG0699'NO 1 1953.
 NG0699'
 NG0699'REFERENCE MARK NO. 2 IS 20 FEET WEST OF THE CENTER OF THE STREET AND
 NG0699'3 FEET EAST OF THE EAST EDGE
 NG0699'OF THE SIDEWALK.  THE MARK IS FLUSH AND THE DISK IS STAMPED HALBACH
 NG0699'NO 2 1953.
 NG0699'
 NG0699'NO SUITABLE PLACE COULD BE FOUND TO SET AN AZIMUTH MARK.
 NG0699'
 NG0699'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 NG0699
 NG0699                          STATION RECOVERY (1976)
 NG0699
 NG0699'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (RAZ)
 NG0699'HALBACH 1953 RECOVERED GOOD.
 NG0699'
 NG0699'HALBACH NO 1 1953 RECOVERED GOOD.
 NG0699'
 NG0699'HALBACH NO 2 1953 RECOVERED GOOD.
 NG0699'
 NG0699'DISTANCE AND DIRECTION FROM NEAREST TOWN--LOCATED AT 2971 S. 52ND
 NG0699'ST IN SOUTHWEST SECTION OF MILWAUKEE.
 NG0699
 NG0699                          STATION RECOVERY (1994)
 NG0699
 NG0699'RECOVERY NOTE BY US POWER SQUADRON 1994
 NG0699'RECOVERED IN GOOD CONDITION.
 NG0699
 NG0699                          STATION RECOVERY (2001)
 NG0699
 NG0699'RECOVERY NOTE BY US POWER SQUADRON 2001
 NG0699'RECOVERED IN GOOD CONDITION.
 NG0699
 NG0699                          STATION RECOVERY (2006)
 NG0699
 NG0699'RECOVERY NOTE BY US POWER SQUADRON 2006
 NG0699'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 NG0699'CONDITION.  ADD-- THE STATION IS IN THE CONCRETE DRIVEWAY 6 INCHES
 NG0699'NORTH OF THE SOUTH EDGE OF THE DRIVEWAY.  REFERENCE MARK 1 IS 16
 NG0699'INCHES EAST OF THE EAST EDGE OF A CONCRETE SIDEWALK.  REFERENCE MARK 2
 NG0699'IS 27 INCHES EAST OF THE EAST EDGE OF A CONCRETE SIDEWALK AND 37
 NG0699'INCHES NORTHWEST OF A --PLAYGROUND AHEAD-- WARNING SIGN POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0637 ***********************************************************************
 PO0637  DESIGNATION -  HALE
 PO0637  PID         -  PO0637
 PO0637  STATE/COUNTY-  WI/TREMPEALEAU
 PO0637  USGS QUAD   -  OSSEO (1984)
 PO0637
 PO0637                         *CURRENT SURVEY CONTROL
 PO0637  ___________________________________________________________________
 PO0637* NAD 83(1991)-  44 30 48.28280(N)    091 14 23.36841(W)     ADJUSTED  
 PO0637* NAVD 88     -       366.2    (meters)    1201.     (feet)  VERTCON   
 PO0637  ___________________________________________________________________
 PO0637  LAPLACE CORR-          -8.36  (seconds)                    DEFLEC99
 PO0637  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 PO0637
 PO0637  HORZ ORDER  -  SECOND
 PO0637
 PO0637.The horizontal coordinates were established by classical geodetic methods
 PO0637.and adjusted by the National Geodetic Survey in November 1991..
 PO0637
 PO0637.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0637
 PO0637.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0637
 PO0637.The geoid height was determined by GEOID03.
 PO0637
 PO0637;                    North         East     Units Scale Factor Converg.
 PO0637;SPC WI C     -    76,321.470   501,427.614   MT  0.99996063   -0 52 29.2
 PO0637;SPC WI C     -   250,398.02  1,645,100.43   sFT  0.99996063   -0 52 29.2
 PO0637;UTM  15      - 4,930,405.723   639,898.314   MT  0.99984069   +1 14 03.2
 PO0637
 PO0637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0637!SPC WI C     -   0.99994751  x   0.99996063  =   0.99990815
 PO0637!UTM  15      -   0.99994751  x   0.99984069  =   0.99978821
 PO0637
 PO0637:                Primary Azimuth Mark                     Grid Az
 PO0637:SPC WI C     -  OSSEO ST HWY MICROWAVE TOWER             004 54 45.7
 PO0637:UTM  15      -  OSSEO ST HWY MICROWAVE TOWER             002 48 13.3
 PO0637
 PO0637|---------------------------------------------------------------------|
 PO0637| PID    Reference Object                     Distance      Geod. Az  |
 PO0637|                                                           dddmmss.s |
 PO0637| PO0638 OSSEO ST HWY MICROWAVE TOWER        APPROX.11.3 KM 0040216.5 |
 PO0637| CJ5047 HALE RM 1                            19.207 METERS 07040     |
 PO0637| CJ5048 HALE RM 2                            19.980 METERS 32715     |
 PO0637|---------------------------------------------------------------------|
 PO0637
 PO0637                          SUPERSEDED SURVEY CONTROL
 PO0637
 PO0637  NAD 83(1986)-  44 30 48.27845(N)    091 14 23.38257(W) AD(       ) 2
 PO0637  NAD 27      -  44 30 48.41489(N)    091 14 22.80634(W) AD(       ) 2
 PO0637  NGVD 29 (07/19/86)  366.2    (m)         1201.     (f) VERT ANG       
 PO0637
 PO0637.Superseded values are not recommended for survey control.
 PO0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0637.See file dsdata.txt to determine how the superseded data were derived.
 PO0637
 PO0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK3989830406(NAD 83)
 PO0637_MARKER: DD = SURVEY DISK
 PO0637_SETTING: 0 = UNSPECIFIED SETTING
 PO0637
 PO0637  HISTORY     - Date     Condition        Report By
 PO0637  HISTORY     - 1967     MONUMENTED       USGS
 PO0637
 PO0637                          STATION DESCRIPTION
 PO0637
 PO0637'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JFS)
 PO0637'STATION IS LOCATED ABOUT 4.5 MI S. AND 0.5 MI W. OF OSSEO, ON
 PO0637'A PARTIALLY BARE E.-W. RIDGE IN THE SE. QUARTER SEC. 33, T. 24
 PO0637'N., R. 7 W., ON LAND OWNED BY CARL FINSTAD, ABOUT 0.1 MI SE. OF
 PO0637'MR. FINSTADS RESIDENCE.
 PO0637'
 PO0637'TO REACH THE STATION FROM THE POST OFFICE AT OSSEO, GO W. ONE
 PO0637'BLOCK TO U.S. HWY. 53, TURN LEFT AND GO S. FOR 4.1 MI TO JCT. OF
 PO0637'COUNTY HWY. E, TURN RIGHT ON HWY. E AND GO SW. FOR 0.7 MI TO TOP
 PO0637'OF RIDGE AND JCT. OF BLACKTOP RD. TO W., TURN RIGHT ON BLACKTOP
 PO0637'RD. AND GO W. AND S. FOR 0.1 MI TO JCT. OF GRAVEL RD. W., TURN
 PO0637'RIGHT ON GRAVEL RD. AND GO W. FOR 0.2 MI TO STATION ON LEFT.
 PO0637'
 PO0637'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED HALE
 PO0637'1967 CRIMPED ON COPPER WELD RODS ABOUT 7 FT IN LENGTH DRIVEN TO
 PO0637'REFUSAL IN BEDROCK, ABOUT FLUSH WITH THE GROUND AND SET IN 6
 PO0637'IN. TILE FILLED WITH GRAVEL.
 PO0637'
 PO0637'STATION MARK IS ON EDGE OF CULTIVATED FIELD, 20 FT S. OF CENTER
 PO0637'OF AN E.-W. BLADED GRAVEL RD., 128 FT WSW. OF JCT. OF DRIVE NW. TO
 PO0637'MR. FINSTADS RESIDENCE, 69 FT SE. OF A POWER POLE AND 1 FT E. OF
 PO0637'A METAL WITNESS POST.
 PO0637'
 PO0637'REFERENCE MARK NO. 1 IS NE. 19.207 M. (63.04 FT) FROM STATION,
 PO0637'74 FT WNW. OF JCT. OF DRIVE NW., 21 FT W.-SW. OF A FENCE COR. AND
 PO0637'17 FT N. OF CENTER OF THE E.-W. GRAVEL RD.
 PO0637'
 PO0637'REFERENCE MARK NO. 2 IS 19.980 M. (65.54 FT) NW. OF STATION,
 PO0637'14 FT N. OF CENTER OF E.-W. GRAVEL RD. AND 4 FT E. OF A POWER
 PO0637'LINE POLE.
 PO0637'
 PO0637'NO AZIMUTH MARK WAS SET.  ANGLES WERE TURNED TO A MICROWAVE TOWER
 PO0637'ABOUT 8.0 MI N., POINTINGS WERE MADE TO THE RED LIGHT ON TOP OF
 PO0637'ONE OF THE MASTS OF THE DOUBLE MASTED TOWER.
 PO0637'
 PO0637'STANDARD BRACED TRIPOD USED.
 PO0637'
 PO0637'HEIGHT OF LIGHT ON STUBBE--31.40 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0947 ***********************************************************************
 NH0947  DESIGNATION -  HALES
 NH0947  PID         -  NH0947
 NH0947  STATE/COUNTY-  WI/MILWAUKEE
 NH0947  USGS QUAD   -  HALES CORNERS (1994)
 NH0947
 NH0947                         *CURRENT SURVEY CONTROL
 NH0947  ___________________________________________________________________
 NH0947* NAD 83(1991)-  42 55 20.14640(N)    088 03 35.24309(W)     ADJUSTED  
 NH0947* NAVD 88     -       261.     (meters)     856.     (feet)  SCALED    
 NH0947  ___________________________________________________________________
 NH0947  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 NH0947  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 NH0947
 NH0947  HORZ ORDER  -  SECOND
 NH0947
 NH0947.The horizontal coordinates were established by classical geodetic methods
 NH0947.and adjusted by the National Geodetic Survey in November 1991..
 NH0947
 NH0947.The orthometric height was scaled from a topographic map.
 NH0947
 NH0947.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0947
 NH0947.The geoid height was determined by GEOID03.
 NH0947
 NH0947;                    North         East     Units Scale Factor Converg.
 NH0947;SPC WI S     -   104,297.586   758,386.444   MT  0.99996727   +1 19 59.2
 NH0947;SPC WI S     -   342,183.00  2,488,139.53   sFT  0.99996727   +1 19 59.2
 NH0947;UTM  16      - 4,752,727.052   413,509.100   MT  0.99969203   -0 43 18.4
 NH0947
 NH0947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0947!SPC WI S     -   0.99996453  x   0.99996727  =   0.99993180
 NH0947!UTM  16      -   0.99996453  x   0.99969203  =   0.99965657
 NH0947
 NH0947:                Primary Azimuth Mark                     Grid Az
 NH0947:SPC WI S     -  GREENDALE MUNICIPAL TANK                 067 51 07.2
 NH0947:UTM  16      -  GREENDALE MUNICIPAL TANK                 069 54 24.8
 NH0947
 NH0947|---------------------------------------------------------------------|
 NH0947| PID    Reference Object                     Distance      Geod. Az  |
 NH0947|                                                           dddmmss.s |
 NH0947| NH0946 GREENDALE MUNICIPAL TANK            APPROX. 4.9 KM 0691106.4 |
 NH0947| NH0960 MILWAUKEE CO HOUSE OF CORR STK      APPROX. 6.6 KM 1350309.8 |
 NH0947| NH0944 MILWAUKEE CO HOUSE OF CORR TK       APPROX. 6.6 KM 1350938.3 |
 NH0947| NH0950 ST MARTINS SACRED HEARTS CH         APPROX. 2.3 KM 1785115.8 |
 NH0947| CI9704 HALES RM 3                           25.030 METERS 26825     |
 NH0947| CI9703 HALES RM 2                           27.998 METERS 26826     |
 NH0947| CI9701 HALES AZ MK                                        2895024.9 |
 NH0947| CI9702 HALES RM 1                           28.468 METERS 34932     |
 NH0947|---------------------------------------------------------------------|
 NH0947
 NH0947                          SUPERSEDED SURVEY CONTROL
 NH0947
 NH0947  NAD 83(1986)-  42 55 20.13610(N)    088 03 35.25631(W) AD(       ) 2
 NH0947  NAD 27      -  42 55 20.08000(N)    088 03 34.94600(W) AD(       ) 2
 NH0947
 NH0947.Superseded values are not recommended for survey control.
 NH0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0947.See file dsdata.txt to determine how the superseded data were derived.
 NH0947
 NH0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1350952727(NAD 83)
 NH0947_MARKER: DS = TRIANGULATION STATION DISK
 NH0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0947
 NH0947  HISTORY     - Date     Condition        Report By
 NH0947  HISTORY     - 1953     MONUMENTED       CGS
 NH0947  HISTORY     - 1963     GOOD             LOCENG
 NH0947  HISTORY     - 1965     GOOD             CGS
 NH0947  HISTORY     - 1969     GOOD             CGS
 NH0947  HISTORY     - 1975     GOOD             LOCENG
 NH0947  HISTORY     - 1976     GOOD             LOCENG
 NH0947  HISTORY     - 19960929 GOOD             USPSQD
 NH0947  HISTORY     - 20000226 MARK NOT FOUND   USPSQD
 NH0947  HISTORY     - 20010906 GOOD             USPSQD
 NH0947
 NH0947                          STATION DESCRIPTION
 NH0947
 NH0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 NH0947'STATION IS LOCATED 2 MILES SOUTHWEST OF HALES CORNERS ON
 NH0947'PROPERTY OWNED BY MR. JOE WORZELLA.  IT IS 31 FEET NORTHEAST OF
 NH0947'AN 18 INCH ELM TREE AND 7 FEET NORTHEAST OF A WHITE WITNESS
 NH0947'POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED HALES 1953.
 NH0947'
 NH0947'REFERENCE MARK NO. 1 IS 65 FEET SOUTHEAST OF THE SOUTHEAST
 NH0947'CORNER OF A BUILDING.  THE MARK IS FLUSH AND THE DISK IS
 NH0947'STAMPED HALES NO 1 1953.
 NH0947'
 NH0947'REFERENCE MARK NO. 2 IS 75 FEET EAST OF A FARM POND AND 6
 NH0947'FEET NORTH OF A FENCE LINE.  THE MARK IS FLUSH AND THE
 NH0947'DISK IS STAMPED HALES NO 2 1953.
 NH0947'
 NH0947'AZIMUTH MARK IS 40 FEET SOUTH OF THE CENTER OF WOODS ROAD,
 NH0947'21 FEET EAST OF THE CENTER OF A DRIVEWAY, 2 FEET NORTH OF
 NH0947'A WHITE WITNESS POST AND 1 FOOT EAST OF A FENCE LINE.  THE
 NH0947'MARK IS FLUSH AND THE DISK IS STAMPED HALES 1953.
 NH0947'
 NH0947'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 NH0947'45 AND STATE HIGHWAY 24, IN HALES CORNERS, GO SOUTH ON HIGHWAY
 NH0947'45 FOR 0.1 MILE TO THE INTERSECTION OF COUNTY HIGHWAY 00,
 NH0947'TURN RIGHT AND GO SOUTHWEST ON HIGHWAY 00 FOR 1.0 MILE TO
 NH0947'THE INTERSECTION OF WOODS ROAD.  TURN RIGHT ON WOODS ROAD AND
 NH0947'GO 0.3 MILE TO A DRIVEWAY ON THE LEFT (*).  TURN LEFT AND
 NH0947'GO 0.25 MILE TO TOP OF HILL AND THE STATION AS DESCRIBED.
 NH0947'
 NH0947'TO REACH THE AZIMUTH MARK FROM THIS POINT GO WEST ON WOODS
 NH0947'ROAD FOR 0.2 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 NH0947'
 NH0947'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NH0947
 NH0947                          STATION RECOVERY (1963)
 NH0947
 NH0947'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1963 (AS)
 NH0947'RECOVERED BY ENGRS SUR AND CAL. SERV.
 NH0947'
 NH0947'STATION AND AZIMUTH MARK RECOVERED IN GOOD CONDITION AS
 NH0947'DESCRIBED.  R.M. 1 AND R.M. 2 WERE NOT FOUND.  THE BUILDING,
 NH0947'FENCE, AND FARM POND MENTIONED IN DESCRIPTION NO LONGER EXIST.
 NH0947'THE OWNER SAID THE MARKS ARE STILL IN PLACE BUT ARE COVERED
 NH0947'BY PILES OF LUMBER AND RUBBISH.
 NH0947
 NH0947                          STATION RECOVERY (1965)
 NH0947
 NH0947'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JVT)
 NH0947'THE STATION MARK WAS RECOVERED AS DESCRIBED IN QUAD 420881,
 NH0947'STATION 1043, AND FOUND TO BE IN GOOD CONDITION.  BOTH REFERENCE
 NH0947'MARKS AND THE AZIMUTH MARK WERE NOT SEARCHED FOR BECAUSE
 NH0947'OF ADVERSE WEATHER CONDITIONS.
 NH0947
 NH0947                          STATION RECOVERY (1969)
 NH0947
 NH0947'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 NH0947'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 NH0947'FOUND IN GOOD CONDITION.  REFERENCE MARK 2 FOUND UPROOTED.
 NH0947'IN THE 1953 DESCRIPTION THE REFERENCE MARKS WERE TURNED AROUND
 NH0947'AND THIS SHOULD BE CHANGED ON ALL DATA.  REFERENCE MARK 1
 NH0947'FOUND TO BE NORTH AND NOT WEST.  THE DIRECTION TO REFERENCE
 NH0947'MARK 1 CHECKED BUT DISTANCE FOUND TO BE IN ERROR.  A REFERENCE
 NH0947'MARK 3 WAS SET.  THE OBJECTS LISTED IN THE 1953 BOX SCORE
 NH0947'ARE NO LONGER V.G. AND 2 ADDITIONAL MAST WERE TAKEN.  THE
 NH0947'PROPERTY IS STILL OWNED BY MRS. JOE WORZALLA BUT IN THE
 NH0947'PROCESS OF BEING SOLD TO MR. DALE STADTLER.  A NEW
 NH0947'DESCRIPTION FOLLOWS.
 NH0947'
 NH0947'THE STATION MARK IS 93 FEET EAST OF A POWER POLE, 36 FEET
 NH0947'NORTHEAST OF A 20 INCH WALNUT TREE, 49 FEET WEST OF A POWER
 NH0947'POLE, 164 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF DALE
 NH0947'STADTLERS GARAGE, 220 FEET WEST OF THE CENTERLINE OF A DRIVEWAY,
 NH0947'78 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL SHED
 NH0947'AND 1 FOOT NORTH OF A METAL WITNESS POST.  THE MONUMENT
 NH0947'IS FLUSH AND THE DISK IS STAMPED HALES 1953.
 NH0947'
 NH0947'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45,
 NH0947'STATE HIGHWAY 100 AND COUNTY ROAD 00 IN THE SOUTH EDGE OF
 NH0947'HALES CORNERS, GO SOUTHWEST ON ROAD 00 FOR 0.7 MILES TO A
 NH0947'SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTHWEST ON NORTH
 NH0947'CAPE RD. FOR 0.15 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 NH0947'ON WOODS ROAD AND GO WEST FOR 0.15 MILE TO A DRIVEWAY LEFT.*
 NH0947'TURN LEFT AND GO SOUTH ON THE DRIVEWAY FOR 0.1 MILE TO MR.
 NH0947'STADTLERS HOUSE AND THE STATION AS DESCRIBED.
 NH0947'
 NH0947'TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE WEST
 NH0947'ON WOODS ROAD FOR 0.2 MILE TO THE MARK ON THE LEFT.
 NH0947'
 NH0947'REFERENCE MARK 1 IS 37 FEET NORTHEAST OF THE NORTHEAST CORNER
 NH0947'OF THE SHED, 54 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 NH0947'A CONCRETE DRIVEWAY AND 184 FEET WEST OF THE NORTHWEST CORNER
 NH0947'OF MR. STADTLERS HOUSE.  THE MONUMENT IS 2 INCHES UNDERGROUND
 NH0947'AND THE DISK IS STAMPED HALES NO 1 1953.
 NH0947'
 NH0947'REFERENCE MARK 3 IS 11 FEET EAST OF POWER POLE, 70 FEET
 NH0947'SOUTHWEST OF THE SOUTHWEST CORNER OF THE SHED, 88 FEET SOUTHEAST
 NH0947'OF A 10 INCH HICKORY TREE AND AT THE SOUTH EDGE OF A SMALL
 NH0947'GARDEN AREA ON THE PROPERTY OF MR. TED TYRELL.  MONUMENT
 NH0947'PROJECTS 1 INCH DISK STAMPED HALES 1935 NO 3 1969.
 NH0947'
 NH0947'THE AZIMUTH MARK IS 1 FOOT EAST OF A FENCE, 21 FEET EAST
 NH0947'OF THE CENTERLINE OF A DRIVEWAY, 43 FEET SOUTH OF THE CENTERLINE
 NH0947'OF THE ROAD, 72 FEET NORTHWEST OF NORTHWEST CORNER OF HOUSE
 NH0947'(11937 WOODS ROAD) THE MONUMENT PROJECTS 2 INCHES AND DISK IS
 NH0947'STAMPED HALES 1953.
 NH0947'
 NH0947'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 NH0947'
 NH0947'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2
 NH0947'MILES SW OF HALES CORNERS
 NH0947
 NH0947                          STATION RECOVERY (1975)
 NH0947
 NH0947'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 NH0947'STATION RECOVERED BY AERO-METRIC ENGINEERING INC.
 NH0947'
 NH0947'HALES 1953-STATION IN GOOD CONDITION
 NH0947'
 NH0947'HALES 1953-AZIMUTH IN GOOD CONDITION
 NH0947'
 NH0947'THE 7 WCAN RADIO STATION MASTS ARE VOID.  THEY HAVE BEEN
 NH0947'REPLACED BY 5 NEW MASTS.
 NH0947
 NH0947                          STATION RECOVERY (1976)
 NH0947
 NH0947'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (RAZ)
 NH0947'HALES 1953 RECOVERED GOOD.
 NH0947'
 NH0947'HALES NO 1 1953 RECOVERED GOOD.
 NH0947'
 NH0947'HALES NO 3 1953 RECOVERED GOOD.
 NH0947'
 NH0947'AZIMUTH MARK AT THIS STATION WAS FOUND IN GOOD CONDITION, HOWEVER A
 NH0947'BUILDING HAS BEEN CONSTRUCTED ON LINE OF SIGHT BETWEEN STATION AND
 NH0947'AZIMUTH MARK.
 NH0947'
 NH0947'DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES SOUTHWEST OF HALES
 NH0947'CORNERS.
 NH0947
 NH0947                          STATION RECOVERY (1996)
 NH0947
 NH0947'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0947'RECOVERED IN GOOD CONDITION.
 NH0947
 NH0947                          STATION RECOVERY (2000)
 NH0947
 NH0947'RECOVERY NOTE BY US POWER SQUADRON 2000
 NH0947'MARK NOT FOUND.
 NH0947
 NH0947                          STATION RECOVERY (2001)
 NH0947
 NH0947'RECOVERY NOTE BY US POWER SQUADRON 2001
 NH0947'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0610 ***********************************************************************
 QM0610  DESIGNATION -  HALF WAY MARK 1954
 QM0610  PID         -  QM0610
 QM0610  STATE/COUNTY-  WI/MARINETTE
 QM0610  USGS QUAD   -  CRIVITZ (1973)
 QM0610
 QM0610                         *CURRENT SURVEY CONTROL
 QM0610  ___________________________________________________________________
 QM0610* NAD 83(1991)-  45 08 49.25217(N)    088 00 21.38798(W)     ADJUSTED  
 QM0610* NAVD 88     -       204.     (meters)     669.     (feet)  SCALED    
 QM0610  ___________________________________________________________________
 QM0610  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 QM0610  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 QM0610
 QM0610  HORZ ORDER  -  SECOND
 QM0610
 QM0610.The horizontal coordinates were established by classical geodetic methods
 QM0610.and adjusted by the National Geodetic Survey in November 1991..
 QM0610
 QM0610.The orthometric height was scaled from a topographic map.
 QM0610
 QM0610.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0610
 QM0610.The geoid height was determined by GEOID03.
 QM0610
 QM0610;                    North         East     Units Scale Factor Converg.
 QM0610;SPC WI C     -   147,901.727   756,799.336   MT  0.99995186   +1 24 25.1
 QM0610;SPC WI C     -   485,240.92  2,482,932.49   sFT  0.99995186   +1 24 25.1
 QM0610;UTM  16      - 4,999,774.220   420,919.480   MT  0.99967689   -0 42 47.4
 QM0610
 QM0610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0610!SPC WI C     -   0.99997370  x   0.99995186  =   0.99992556
 QM0610!UTM  16      -   0.99997370  x   0.99967689  =   0.99965060
 QM0610
 QM0610                          SUPERSEDED SURVEY CONTROL
 QM0610
 QM0610  NAD 83(1986)-  45 08 49.25117(N)    088 00 21.39575(W) AD(       ) 2
 QM0610  NAD 27      -  45 08 49.32900(N)    088 00 21.02000(W) AD(       ) 2
 QM0610
 QM0610.Superseded values are not recommended for survey control.
 QM0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0610.See file dsdata.txt to determine how the superseded data were derived.
 QM0610
 QM0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2091999774(NAD 83)
 QM0610_MARKER: V = STONE MONUMENT
 QM0610_SETTING: 0 = UNSPECIFIED SETTING
 QM0610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0610
 QM0610  HISTORY     - Date     Condition        Report By
 QM0610  HISTORY     - 1954     MONUMENTED       CGS
 QM0610  HISTORY     - 19901022 GOOD             USPSQD
 QM0610  HISTORY     - 19941015 GOOD             USPSQD
 QM0610  HISTORY     - 20010331 GOOD             NGS
 QM0610  HISTORY     - 20021005 GOOD             USPSQD
 QM0610
 QM0610                          STATION DESCRIPTION
 QM0610
 QM0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QM0610'STATION IS LOCATED ABOUT 5-1/2 MILES SOUTH OF THE VILLAGE OF
 QM0610'CRIVITZ, AND ABOUT 3-1/2 MILES NORTHEAST OF THE VILLAGE OF
 QM0610'POUNDS.  IT IS 45 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 QM0610'U.S. HIGHWAY NO. 141.  STATION IS A GRANITE MONUMENT ABOUT 5
 QM0610'FEET SQUARE AND 5-1/2 FEET HIGH, MARKING THE HALF WAY POINT
 QM0610'BETWEEN THE EQUATOR AND THE NORTH POLE.  IT HAS A METAL PLAQUE
 QM0610'INCRIBED HALF WAY NORTH 45 DEG 8 MIN 45.7 SEC LATTITUDE NORTH
 QM0610'POLE 3107.47 MILES EQUATOR 3107.47 MILES.  ERECTED BY FRANK E.
 QM0610'NOYES 1938 ON EAST SIDE OF MONUMENT.
 QM0610'
 QM0610'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION GODDARD
 QM0610'AND THE DISTANCE IS 45.804 METERS OR 150.27 FEET.  (CHISELED
 QM0610'CROSS ATOP MONUMENT).
 QM0610'
 QM0610'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 141 AND COUNTY
 QM0610'ROUTES A AND W IN THE VILLAGE OF CRIVITZ.  GO SOUTHERLY ON
 QM0610'U.S. HIGHWAY NO. 141 FOR 5.7 MILE TO GAS STATION ON LEFT
 QM0610'(WEST) SIDE OF HIGHWAY.  CONTINUE SOUTHERLY ON HIGHWAY FOR 0.1
 QM0610'MILE TO STATION ON RIGHT (WEST) SIDE OF HIGHWAY AS DESCRIBED.
 QM0610
 QM0610                          STATION RECOVERY (1990)
 QM0610
 QM0610'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEA)
 QM0610'RECOVERED IN GOOD CONDITION.
 QM0610
 QM0610                          STATION RECOVERY (1994)
 QM0610
 QM0610'RECOVERY NOTE BY US POWER SQUADRON 1994
 QM0610'RECOVERED IN GOOD CONDITION.
 QM0610
 QM0610                          STATION RECOVERY (2001)
 QM0610
 QM0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QM0610'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QM0610
 QM0610                          STATION RECOVERY (2002)
 QM0610
 QM0610'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QM0610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0694 ***********************************************************************
 PO0694  DESIGNATION -  HALL
 PO0694  PID         -  PO0694
 PO0694  STATE/COUNTY-  WI/TREMPEALEAU
 PO0694  USGS QUAD   -  WHITEHALL (1973)
 PO0694
 PO0694                         *CURRENT SURVEY CONTROL
 PO0694  ___________________________________________________________________
 PO0694* NAD 83(1991)-  44 22 28.83030(N)    091 19 06.77212(W)     ADJUSTED  
 PO0694* NAVD 88     -       279.9    (meters)     918.     (feet)  VERTCON   
 PO0694  ___________________________________________________________________
 PO0694  LAPLACE CORR-          -6.26  (seconds)                    DEFLEC99
 PO0694  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 PO0694
 PO0694  HORZ ORDER  -  SECOND
 PO0694
 PO0694.The horizontal coordinates were established by classical geodetic methods
 PO0694.and adjusted by the National Geodetic Survey in March 1999..
 PO0694
 PO0694.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0694
 PO0694.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0694
 PO0694.The geoid height was determined by GEOID03.
 PO0694
 PO0694;                    North         East     Units Scale Factor Converg.
 PO0694;SPC WI C     -    61,006.010   494,918.940   MT  0.99997876   -0 55 49.2
 PO0694;SPC WI C     -   200,150.55  1,623,746.56   sFT  0.99997876   -0 55 49.2
 PO0694;UTM  15      - 4,914,863.404   633,958.138   MT  0.99982069   +1 10 33.9
 PO0694
 PO0694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0694!SPC WI C     -   0.99996103  x   0.99997876  =   0.99993979
 PO0694!UTM  15      -   0.99996103  x   0.99982069  =   0.99978172
 PO0694
 PO0694|---------------------------------------------------------------------|
 PO0694| PID    Reference Object                     Distance      Geod. Az  |
 PO0694|                                                           dddmmss.s |
 PO0694| CJ5049 HALL RM 1                            16.269 METERS 05016     |
 PO0694| CJ5050 HALL RM 2                            14.428 METERS 35017     |
 PO0694|---------------------------------------------------------------------|
 PO0694
 PO0694                          SUPERSEDED SURVEY CONTROL
 PO0694
 PO0694  NAD 83(1991)-  44 22 28.83034(N)    091 19 06.77339(W) AD(       ) 2
 PO0694  NAD 83(1986)-  44 22 28.82425(N)    091 19 06.78449(W) AD(       ) 2
 PO0694  NAD 27      -  44 22 28.97333(N)    091 19 06.17616(W) AD(       ) 2
 PO0694  NGVD 29 (07/19/86)  279.9    (m)          918.     (f) VERT ANG       
 PO0694
 PO0694.Superseded values are not recommended for survey control.
 PO0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0694.See file dsdata.txt to determine how the superseded data were derived.
 PO0694
 PO0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK3395814863(NAD 83)
 PO0694_MARKER: DD = SURVEY DISK
 PO0694_SETTING: 0 = UNSPECIFIED SETTING
 PO0694
 PO0694  HISTORY     - Date     Condition        Report By
 PO0694  HISTORY     - 1967     MONUMENTED       USGS
 PO0694
 PO0694                          STATION DESCRIPTION
 PO0694
 PO0694'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JFS)
 PO0694'THE STATION IS LOCATED ABOUT 0.35 MI N. OF THE CENTER OF WHITEHALL,
 PO0694'ON THE S. END OF A RIDGE, OVERLOOKING THE TREMPEALEAU RIVER AND THE
 PO0694'TOWN OF WHITEHALL, NEAR THE CENTER OF A POWER LINE RIGHT-OF-WAY
 PO0694'RUNNING E.-W., IN THE NW. QUARTER SEC. 23, T. 22 N., R. 8 W., ON
 PO0694'LAND OWNED BY MR. HENRY SYRULLA.
 PO0694'
 PO0694'TO REACH THE STATION FROM THE WHITEHALL POST OFFICE, GO ONE BLOCK
 PO0694'E. ON BLAIR ST. TO JCT. WITH MAIN ST. AND U.S. HWY. 53, TURN LEFT
 PO0694'N. ON U.S. HWY. 53 AND GO N. FOR 0.3 MI TO A CURVE IN HWY. AND A
 PO0694'BLACKTOP RD. TO THE LEFT (W.) TURN LEFT ON BLACKTOP RD. AND GO
 PO0694'W. AND NW. FOR 0.3 MI TO A BLADED TRAIL ON RIGHT WHICH LEADS
 PO0694'E. TO A SLATE PIT UPHILL, NEAR THE POWER LINE.  HIKE E. UP TRAIL
 PO0694'TO PIT AND CONTINUE ALONG POWER LINE RIGHT-OF-WAY TO CREST OF
 PO0694'RIDGE AND STATION 0.15 MI FROM BLACKTOP.
 PO0694'
 PO0694'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED HALL
 PO0694'1967 CRIMPED ON 10 FT LENGTHS OF COPPER WELD ROD, DRIVEN ABOUT
 PO0694'FLUSH WITH THE GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.
 PO0694'
 PO0694'STATION MARK IS 12 FT N. OF THE POWER LINE, 91.5 FT E.-NE. OF A
 PO0694'POWER LINE POLE, 68.9 FT W.-NW. OF A POWER LINE POLE AND 1 FT N. OF
 PO0694'A METAL WITNESS POST.
 PO0694'
 PO0694'REFERENCE MARK NO. 1 IS 16.269 M. (53.38 FT) NE. OF STATION, 53.4
 PO0694'FT N.-NW. OF A POWER LINE POLE, 4 FT SW. OF A 5 IN. HICKORY TREE AND
 PO0694'1 FT SW. OF A METAL WITNESS POST.
 PO0694'
 PO0694'REFERENCE MARK NO. 2 IS 14.428 M. (47.34 FT) N. OF STATION, UP
 PO0694'HILL FROM STATION, AND 5.3 FT S. OF A LONE 24 IN. OAK TREE.
 PO0694'
 PO0694'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB8487 ***********************************************************************
 AB8487  DESIGNATION -  HALL
 AB8487  PID         -  AB8487
 AB8487  STATE/COUNTY-  WI/BURNETT
 AB8487  USGS QUAD   -  YELLOW LAKE (1982)
 AB8487
 AB8487                         *CURRENT SURVEY CONTROL
 AB8487  ___________________________________________________________________
 AB8487* NAD 83(1997)-  45 54 19.43080(N)    092 27 42.22522(W)     ADJUSTED  
 AB8487* NAVD 88     -       295.2    (meters)     969.     (feet)  GPS OBS   
 AB8487  ___________________________________________________________________
 AB8487  X           -    -190,967.660 (meters)                     COMP
 AB8487  Y           -  -4,441,961.842 (meters)                     COMP
 AB8487  Z           -   4,558,129.846 (meters)                     COMP
 AB8487  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 AB8487  ELLIP HEIGHT-         268.67  (meters)          (01/30/03) GPS OBS
 AB8487  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AB8487
 AB8487  HORZ ORDER  -  FIRST
 AB8487  ELLP ORDER  -  FOURTH    CLASS I
 AB8487
 AB8487.The horizontal coordinates were established by GPS observations
 AB8487.and adjusted by the National Geodetic Survey in January 2003..
 AB8487
 AB8487.The orthometric height was determined by GPS observations and a
 AB8487.high-resolution geoid model.
 AB8487
 AB8487.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8487
 AB8487.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8487
 AB8487.The ellipsoidal height was determined by GPS observations
 AB8487.and is referenced to NAD 83.
 AB8487
 AB8487.The geoid height was determined by GEOID03.
 AB8487
 AB8487;                    North         East     Units Scale Factor Converg.
 AB8487;SPC WI N     -    85,065.066   409,020.632   MT  0.99995578   -1 46 33.0
 AB8487;SPC WI N     -   279,084.30  1,341,928.52   sFT  0.99995578   -1 46 33.0
 AB8487;UTM  15      - 5,083,677.437   541,750.508   MT  0.99962143   +0 23 11.7
 AB8487
 AB8487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8487!SPC WI N     -   0.99995788  x   0.99995578  =   0.99991366
 AB8487!UTM  15      -   0.99995788  x   0.99962143  =   0.99957933
 AB8487
 AB8487                          SUPERSEDED SURVEY CONTROL
 AB8487
 AB8487  NAD 83(1991)-  45 54 19.43052(N)    092 27 42.22355(W) AD(       ) 1
 AB8487  ELLIP H (12/09/96)  268.71   (m)                       GP(       ) 4 1
 AB8487
 AB8487.Superseded values are not recommended for survey control.
 AB8487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8487.See file dsdata.txt to determine how the superseded data were derived.
 AB8487
 AB8487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4175183677(NAD 83)
 AB8487_MARKER: DD = SURVEY DISK
 AB8487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8487_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8487+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB8487
 AB8487  HISTORY     - Date     Condition        Report By
 AB8487  HISTORY     - 1993     MONUMENTED       WI-013
 AB8487
 AB8487                          STATION DESCRIPTION
 AB8487
 AB8487'DESCRIBED BY BURNETT COUNTY WISCONSIN 1993
 AB8487'THE STATION IS LOCATED 13.6 KM (8.45 MI) SOUTHWEST OF THE VILLAGE OF
 AB8487'DANBURY, WISCONSIN (WHERE STATE TRUNK HIGHWAY 77 AND STATE TRUNK
 AB8487'HIGHWAY 35 INTERSECT) , 8.0 KM (4.95 MI) NORTHWEST OF THE VILLAGE OF
 AB8487'WEBSTER, WISCONSIN, IN THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER,
 AB8487'SECTION 34, T40N, R17W, TOWN OF UNION.  TO REACH THE STATION FROM THE
 AB8487'VILLAGE OF WEBSTER (WHERE STATE TRUNK HIGHWAY 35 AND COUNTY ROAD FF
 AB8487'MEET) GO WEST ALONG COUNTY ROAD FF 1.55 KM (0.95 MI) , CONTINUE NORTH
 AB8487'ALONG COUNTY ROAD FF 1.1 KM (0.70 MI) , CONTINUE WEST ALONG COUNTY
 AB8487'ROAD FF 3.1 KM (1.90 MI) TO WHERE COUNTY ROAD FF TURNS NORTH AND
 AB8487'JUNCTIONS WITH PERIDA ROAD, GO WEST (STRAIGHT AHEAD) ALONG PERIDA ROAD
 AB8487'2.8 KM (1.75 MI) TO WELCH ROAD, GO NORTH (RIGHT) ALONG WELCH ROAD 1.54
 AB8487'KM (0.95 MI) TO STATION LOCATED 30 FEET (9.1 M) WEST OF ROAD, 600 FEET
 AB8487'(182.9 M) NORTH OF TOWN LINE, 450 M (1476.4 FT) SOUTH OF WHERE WELCH
 AB8487'ROAD TURNS EAST.  A FIBERGLASS WITNESS POST WAS SET 2 FEET (0.6 M)
 AB8487'SOUTHWEST OF THE MONUMENT.  THE STATION MARKER IS SET IN A 30 CM ROUND
 AB8487'CONCRETE MONUMENT 8 CM BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0324 ***********************************************************************
 PM0324  DESIGNATION -  HAMACHEK
 PM0324  PID         -  PM0324
 PM0324  STATE/COUNTY-  WI/KEWAUNEE
 PM0324  USGS QUAD   -  KEWAUNEE (1978)
 PM0324
 PM0324                         *CURRENT SURVEY CONTROL
 PM0324  ___________________________________________________________________
 PM0324* NAD 83(1986)-  44 27 30.     (N)    087 30 12.     (W)     SCALED    
 PM0324* NAVD 88     -       182.507  (meters)     598.77   (feet)  ADJUSTED  
 PM0324  ___________________________________________________________________
 PM0324  GEOID HEIGHT-         -36.24  (meters)                     GEOID03
 PM0324  DYNAMIC HT  -         182.485 (meters)     598.70  (feet)  COMP
 PM0324  MODELED GRAV-     980,496.9   (mgal)                       NAVD 88
 PM0324
 PM0324  VERT ORDER  -  FIRST     CLASS I
 PM0324
 PM0324.The horizontal coordinates were scaled from a topographic map and have
 PM0324.an estimated accuracy of +/- 6 seconds.
 PM0324
 PM0324.The orthometric height was determined by differential leveling
 PM0324.and adjusted by the National Geodetic Survey in June 1991..
 PM0324
 PM0324.The geoid height was determined by GEOID03.
 PM0324
 PM0324.The dynamic height is computed by dividing the NAVD 88
 PM0324.geopotential number by the normal gravity value computed on the
 PM0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0324.degrees latitude (g = 980.6199 gals.).
 PM0324
 PM0324.The modeled gravity was interpolated from observed gravity values.
 PM0324
 PM0324;                    North         East    Units  Estimated Accuracy
 PM0324;SPC WI C     -    72,500.      798,660.      MT  (+/- 180 meters Scaled)
 PM0324
 PM0324                          SUPERSEDED SURVEY CONTROL
 PM0324
 PM0324.No superseded survey control is available for this station.
 PM0324
 PM0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ599229(NAD 83)
 PM0324_MARKER: X = CHISELED CROSS
 PM0324_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PM0324_SP_SET: WATER TABLE OF BUILDING
 PM0324_MARK LOGO: NONE  
 PM0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0324+STABILITY: SURFACE MOTION
 PM0324
 PM0324  HISTORY     - Date     Condition        Report By
 PM0324  HISTORY     - UNK      MONUMENTED       USLS
 PM0324  HISTORY     - 1975     GOOD             NOS
 PM0324  HISTORY     - 20021022 MARK NOT FOUND   USPSQD
 PM0324  HISTORY     - 20040304 MARK NOT FOUND   USPSQD
 PM0324  HISTORY     - 20050720 MARK NOT FOUND   WIDT
 PM0324
 PM0324                          STATION DESCRIPTION
 PM0324
 PM0324'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0324'IN KEWAUNEE.
 PM0324'IN KEWAUNEE, AT THE NORTHEAST CORNER OF HARRISON AND MILWAUKEE
 PM0324'STREETS, AT THE SOUTHEAST CORNER OF A BUILDING FORMERLY OCCUPIED BY A
 PM0324'JEWELRY STORE, 18.7 FEET FROM THE CURBLINE OF MILWAUKEE STREET, 14.2
 PM0324'FEET FROM THE CURBLINE OF HARRISON STREET, BEING THE HIGHEST POINT ON
 PM0324'THE CORNER OF THE STONE WATER TABLE DIRECTLY OVER A CROSS CUT IN THE
 PM0324'STONE.
 PM0324'THE MARK IS 1.9 FT ABOVE SIDEWALK.
 PM0324
 PM0324                          STATION RECOVERY (2002)
 PM0324
 PM0324'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0324'THE BUILDING FORMERLY OCCUPIED BY A JEWELRY STORE HAS BEEN TORN DOWN
 PM0324'AND REPLACED BY GRASSY PARK LAND AT OR BELOW THE SIDEWALK LEVEL.
 PM0324
 PM0324                          STATION RECOVERY (2004)
 PM0324
 PM0324'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0324'MARK NOT FOUND.
 PM0324
 PM0324                          STATION RECOVERY (2005)
 PM0324
 PM0324'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0324'NOT FOUND.  ADD--THE BUILDING FORMERLY OCCUPIED BY A JEWELRY STORE
 PM0324'DOES NOT EXIST AND IS NOW A PUBLIC PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0733 ***********************************************************************
 QM0733  DESIGNATION -  HAMBURG FROMM FOX FARM TANK
 QM0733  PID         -  QM0733
 QM0733  STATE/COUNTY-  WI/MARATHON
 QM0733  USGS QUAD   -  HAMBURG (1978)
 QM0733
 QM0733                         *CURRENT SURVEY CONTROL
 QM0733  ___________________________________________________________________
 QM0733* NAD 83(1991)-  45 05 35.41697(N)    089 52 40.40434(W)     ADJUSTED  
 QM0733* NAVD 88     -                                                        
 QM0733  ___________________________________________________________________
 QM0733  LAPLACE CORR-          -7.05  (seconds)                    DEFLEC99
 QM0733  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 QM0733
 QM0733  HORZ ORDER  -  THIRD
 QM0733
 QM0733.The horizontal coordinates were established by classical geodetic methods
 QM0733.and adjusted by the National Geodetic Survey in November 1991..
 QM0733
 QM0733
 QM0733.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0733
 QM0733.The geoid height was determined by GEOID03.
 QM0733
 QM0733;                    North         East     Units Scale Factor Converg.
 QM0733;SPC WI C     -   140,000.160   609,611.858   MT  0.99994786   +0 05 10.2
 QM0733;SPC WI C     -   459,317.19  2,000,034.90   sFT  0.99994786   +0 05 10.2
 QM0733;UTM  16      - 4,997,330.360   273,546.335   MT  1.00023060   -2 02 20.9
 QM0733
 QM0733                          SUPERSEDED SURVEY CONTROL
 QM0733
 QM0733  NAD 83(1986)-  45 05 35.41436(N)    089 52 40.40937(W) AD(       ) 4
 QM0733  NAD 27      -  45 05 35.53200(N)    089 52 39.94700(W) AD(       ) 3
 QM0733
 QM0733.Superseded values are not recommended for survey control.
 QM0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0733.See file dsdata.txt to determine how the superseded data were derived.
 QM0733
 QM0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7354697330(NAD 83)
 QM0733_MARKER: 53 = ELEVATED TANK
 QM0733
 QM0733  HISTORY     - Date     Condition        Report By
 QM0733  HISTORY     - 1952     FIRST OBSERVED   CGS
 QM0733  HISTORY     - 19840615 GOOD             NGS
 QM0733  HISTORY     - 20011006 POOR             USPSQD
 QM0733
 QM0733                          STATION DESCRIPTION
 QM0733
 QM0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QM0733'THE STATION IS THE SMALL KNOB ON THE TOP CENTER OF THE HIGHER
 QM0733'ONE OF TWO BLACK ELEVATED WATER TANKS, LOCATED ON THE FOX
 QM0733'FARM OWNED BY THE FROMM BROTHERS INCORPORATED.  THE TANK IS
 QM0733'ABOUT 25 FEET HIGH AND 22 FEET IN DIAMETER, SUPPORTED BY
 QM0733'4 LEGS 100 FEET HIGH.  THERE IS A SMALL HOUSE BUILT OF CEMENT
 QM0733'BLOCKS BENEATH THE TANK AND A PIPE 2 FEET IN DIAMETER RUNNING
 QM0733'UP THE CENTER OF THE STRUCTURE TO THE BASE OF THE TANK.
 QM0733'
 QM0733'TO REACH THE STATION FROM THE VILLAGE OF LITTLE CHICAGO,
 QM0733'GO NORTH 2-1/2 MILES TO A CROSSROAD.  TURN LEFT, AND GO WEST
 QM0733'FOR 1-1/2 MILES TO THE ENTRANCE TO THE FROMM BROTHERS INCORPORATED
 QM0733'HEADQUARTERS AND THE WATER TANKS ABOUT 100 YARDS TO THE
 QM0733'NORTH.
 QM0733
 QM0733                          STATION RECOVERY (1984)
 QM0733
 QM0733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 QM0733'STATION WAS RECOVERED IN GOOD CONDITION AND USED AS THE INITIAL TARGET
 QM0733'FOR THE RELOCATION OF VOIGT 2 AZ MK 2.
 QM0733
 QM0733                          STATION RECOVERY (2001)
 QM0733
 QM0733'RECOVERY NOTE BY US POWER SQUADRON 2001 (DS)
 QM0733'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH4972 ***********************************************************************
 DH4972  DESIGNATION -  HAMBURG GPS
 DH4972  PID         -  DH4972
 DH4972  STATE/COUNTY-  WI/LA CROSSE
 DH4972  USGS QUAD   -  STODDARD (1983)
 DH4972
 DH4972                         *CURRENT SURVEY CONTROL
 DH4972  ___________________________________________________________________
 DH4972* NAD 83(1997)-  43 39 32.56100(N)    091 08 49.38873(W)     ADJUSTED  
 DH4972* NAVD 88     -                                                        
 DH4972  ___________________________________________________________________
 DH4972  X           -     -92,522.364 (meters)                     COMP
 DH4972  Y           -  -4,620,915.871 (meters)                     COMP
 DH4972  Z           -   4,380,887.668 (meters)                     COMP
 DH4972  LAPLACE CORR-          -8.25  (seconds)                    DEFLEC99
 DH4972  ELLIP HEIGHT-         181.16  (meters)          (08/01/05) GPS OBS
 DH4972  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 DH4972
 DH4972  HORZ ORDER  -  B
 DH4972  ELLP ORDER  -  FOURTH    CLASS I
 DH4972
 DH4972.The horizontal coordinates were established by GPS observations
 DH4972.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH4972
 DH4972
 DH4972.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4972
 DH4972.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4972
 DH4972.The ellipsoidal height was determined by GPS observations
 DH4972.and is referenced to NAD 83.
 DH4972
 DH4972.The geoid height was determined by GEOID03.
 DH4972
 DH4972;                    North         East     Units Scale Factor Converg.
 DH4972;SPC WI S     -   184,941.690   507,482.303   MT  0.99994265   -0 47 17.3
 DH4972;SPC WI S     -   606,762.86  1,664,964.86   sFT  0.99994265   -0 47 17.3
 DH4972;UTM  15      - 4,835,672.995   649,407.776   MT  0.99987458   +1 16 46.0
 DH4972
 DH4972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4972!SPC WI S     -   0.99997159  x   0.99994265  =   0.99991424
 DH4972!UTM  15      -   0.99997159  x   0.99987458  =   0.99984618
 DH4972
 DH4972                          SUPERSEDED SURVEY CONTROL
 DH4972
 DH4972.No superseded survey control is available for this station.
 DH4972
 DH4972_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ4940835673(NAD 83)
 DH4972_MARKER: DD = SURVEY DISK
 DH4972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4972_STAMPING: HAMBURG GPS 1993
 DH4972_MARK LOGO: WI-063
 DH4972_PROJECTION: FLUSH
 DH4972_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH4972_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4972+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH4972
 DH4972  HISTORY     - Date     Condition        Report By
 DH4972  HISTORY     - 1993     MONUMENTED       WI-063
 DH4972  HISTORY     - 20020827 GOOD             WIDT
 DH4972  HISTORY     - 20040816 GOOD             WIDT
 DH4972  HISTORY     - 20051228 GOOD             WIDT
 DH4972
 DH4972                          STATION DESCRIPTION
 DH4972
 DH4972'DESCRIBED BY WI DEPT OF TRANSP 2002 (DJH)
 DH4972'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH4972'STATION FROM THE  JUNCTION OF STATE HIGHWAY 35 WITH STATE HIGHWAY 162
 DH4972'IN THE VILLAGE OF STODDARD, GO EAST  ON STATE HIGHWAY 162 FOR 4.0 MI
 DH4972'TO WING HOLLOW ROAD ON THE RIGHT, CONTINUE EAST ON  STATE HIGHWAY 162
 DH4972'FOR 0.06 MI TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE LA
 DH4972'CROSSE COUNTY GEODETIC CONTROL MARKER DISK SET IN THE TOP OF A 38-CM
 DH4972'DIAMETER  CONCRETE POST ABOUT 15 M ABOVE THE HIGHWAY PAVEMENT.  THE
 DH4972'STATION IS 26.7 M EAST OF THE  CENTERLINE OF STATE HIGHWAY 162, 42.9 M
 DH4972'EAST OF TELEPHONE POLE --4B30W16--, 5 M WEST OF A  CULTIVATED FIELD, 2
 DH4972'M NORTH OF A CULTIVATED FIELD AND 0.4 M NORTH OF A METAL WITNESS
 DH4972'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DH4972'HIGHER THAN 15  DEGREES ABOVE THE HORIZON.
 DH4972
 DH4972                          STATION RECOVERY (2004)
 DH4972
 DH4972'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 DH4972'RECOVERED AS DESCRIBED.
 DH4972
 DH4972                          STATION RECOVERY (2005)
 DH4972
 DH4972'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH4972'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5179 ***********************************************************************
 DH5179  DESIGNATION -  HAMBURG N GPS
 DH5179  PID         -  DH5179
 DH5179  STATE/COUNTY-  WI/VERNON
 DH5179  USGS QUAD   -  COON VALLEY (1983)
 DH5179
 DH5179                         *CURRENT SURVEY CONTROL
 DH5179  ___________________________________________________________________
 DH5179* NAD 83(1997)-  43 42 31.03405(N)    091 03 47.30342(W)     ADJUSTED  
 DH5179* NAVD 88     -                                                        
 DH5179  ___________________________________________________________________
 DH5179  X           -     -85,686.288 (meters)                     COMP
 DH5179  Y           -  -4,617,359.836 (meters)                     COMP
 DH5179  Z           -   4,384,983.186 (meters)                     COMP
 DH5179  LAPLACE CORR-          -9.19  (seconds)                    DEFLEC99
 DH5179  ELLIP HEIGHT-         343.39  (meters)          (08/01/05) GPS OBS
 DH5179  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 DH5179
 DH5179  HORZ ORDER  -  FIRST
 DH5179  ELLP ORDER  -  SECOND    CLASS I
 DH5179
 DH5179.The horizontal coordinates were established by GPS observations
 DH5179.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5179
 DH5179
 DH5179.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5179
 DH5179.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5179
 DH5179.The ellipsoidal height was determined by GPS observations
 DH5179.and is referenced to NAD 83.
 DH5179
 DH5179.The geoid height was determined by GEOID03.
 DH5179
 DH5179;                    North         East     Units Scale Factor Converg.
 DH5179;SPC WI S     -   190,359.420   514,320.271   MT  0.99994691   -0 43 49.8
 DH5179;SPC WI S     -   624,537.53  1,687,399.09   sFT  0.99994691   -0 43 49.8
 DH5179;UTM  15      - 4,841,333.661   656,045.372   MT  0.99989951   +1 20 19.0
 DH5179
 DH5179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5179!SPC WI S     -   0.99994616  x   0.99994691  =   0.99989307
 DH5179!UTM  15      -   0.99994616  x   0.99989951  =   0.99984567
 DH5179
 DH5179                          SUPERSEDED SURVEY CONTROL
 DH5179
 DH5179.No superseded survey control is available for this station.
 DH5179
 DH5179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ5604541334(NAD 83)
 DH5179_MARKER: DD = SURVEY DISK
 DH5179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5179_STAMPING: HAMBURG N GPS 2004
 DH5179_MARK LOGO: WIDT  
 DH5179_PROJECTION: FLUSH
 DH5179_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5179+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5179
 DH5179  HISTORY     - Date     Condition        Report By
 DH5179  HISTORY     - 2003     MONUMENTED       WIDT
 DH5179
 DH5179                          STATION DESCRIPTION
 DH5179
 DH5179'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5179'OWNERSHIP--TOWNSHIP OF HAMBURG.  TO REACH THE STATION FROM THE
 DH5179'JUNCTION OF US HIGHWAY 14 AND US HIGHWAY 61 WITH COUNTY HIGHWAY N
 DH5179'ABOUT 3 MI  WEST-NORTHWEST OF THE VILLAGE OF COON VALLEY, GO SOUTHEAST
 DH5179'ON US HIGHWAY 14 AND US  HIGHWAY 61 FOR 0.85 MI TO HOHLFELD ROAD ON
 DH5179'THE RIGHT AND SCHLICHT ROAD ON THE RIGHT,  TURN RIGHT AND GO SOUTHEAST
 DH5179'ON SCHLIGHT ROAD FOR 0.25 MI TO THE STATION ON THE LEFT .   THE
 DH5179'STATION IS A  BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH5179'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DH5179'CONCRETE POST ABOUT  LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 5.1
 DH5179'M NORTHEAST OF THE CENTERLINE OF  SCHLICHT ROAD, 49.3 M NORTHWEST OF A
 DH5179'TELEPHONE PEDESTAL, 0.5 M SOUTHWEST OF A  CULTIVATED FIELD, 1.1 M
 DH5179'NORTHWEST OF AN  ORANGE 4X4  PLASTIC WITNESS POST AND 1.1 M SOUTHEAST
 DH5179'OF AN  ORANGE 4X4  PLASTIC WITNESS POST.   ---NOTE---THIS  STATION HAS
 DH5179'NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH5179'HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP2212 ***********************************************************************
 PP2212  DESIGNATION -  HAMMOND MUNICIPAL TANK
 PP2212  PID         -  PP2212
 PP2212  STATE/COUNTY-  WI/ST CROIX
 PP2212  USGS QUAD   -  BALDWIN WEST (1974)
 PP2212
 PP2212                         *CURRENT SURVEY CONTROL
 PP2212  ___________________________________________________________________
 PP2212* NAD 83(1991)-  44 58 38.57286(N)    092 26 07.81505(W)     ADJUSTED  
 PP2212* NAVD 88     -                                                        
 PP2212  ___________________________________________________________________
 PP2212  LAPLACE CORR-          -6.91  (seconds)                    DEFLEC99
 PP2212  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 PP2212
 PP2212  HORZ ORDER  -  THIRD
 PP2212
 PP2212.The horizontal coordinates were established by classical geodetic methods
 PP2212.and adjusted by the National Geodetic Survey in March 1999..
 PP2212
 PP2212
 PP2212.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP2212
 PP2212.The geoid height was determined by GEOID03.
 PP2212
 PP2212;                    North         East     Units Scale Factor Converg.
 PP2212;SPC WI C     -   130,006.105   407,932.555   MT  0.99994226   -1 43 06.4
 PP2212;SPC WI C     -   426,528.36  1,338,358.72   sFT  0.99994226   -1 43 06.4
 PP2212;UTM  15      - 4,980,592.738   544,508.408   MT  0.99962436   +0 23 56.4
 PP2212
 PP2212                          SUPERSEDED SURVEY CONTROL
 PP2212
 PP2212  NAD 83(1991)-  44 58 38.56941(N)    092 26 07.80980(W) AD(       ) 4
 PP2212  NAD 83(1986)-  44 58 38.56335(N)    092 26 07.81523(W) AD(       ) 4
 PP2212  NAD 27      -  44 58 38.68400(N)    092 26 07.11500(W) AD(       ) 3
 PP2212
 PP2212.Superseded values are not recommended for survey control.
 PP2212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2212.See file dsdata.txt to determine how the superseded data were derived.
 PP2212
 PP2212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK4450880593(NAD 83)
 PP2212_MARKER: 51 = TANK
 PP2212
 PP2212  HISTORY     - Date     Condition        Report By
 PP2212  HISTORY     - 1934     FIRST OBSERVED   CGS
 PP2212  HISTORY     - 20031116 MARK NOT FOUND   USPSQD
 PP2212
 PP2212                          STATION DESCRIPTION
 PP2212
 PP2212'DESCRIBED BY US POWER SQUADRON 2003 (DRB)
 PP2212'NOT FOUND.  THE WATER TANK WAS REPLACED IN 1979.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP2213 ***********************************************************************
 PP2213  DESIGNATION -  HAMMOND SPIRE WITH BALL
 PP2213  PID         -  PP2213
 PP2213  STATE/COUNTY-  WI/ST CROIX
 PP2213  USGS QUAD   -  BALDWIN WEST (1974)
 PP2213
 PP2213                         *CURRENT SURVEY CONTROL
 PP2213  ___________________________________________________________________
 PP2213* NAD 83(1991)-  44 58 39.67215(N)    092 25 54.76380(W)     ADJUSTED  
 PP2213* NAVD 88     -                                                        
 PP2213  ___________________________________________________________________
 PP2213  LAPLACE CORR-          -6.82  (seconds)                    DEFLEC99
 PP2213  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 PP2213
 PP2213  HORZ ORDER  -  THIRD
 PP2213
 PP2213.The horizontal coordinates were established by classical geodetic methods
 PP2213.and adjusted by the National Geodetic Survey in March 1999..
 PP2213
 PP2213
 PP2213.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP2213
 PP2213.The geoid height was determined by GEOID03.
 PP2213
 PP2213;                    North         East     Units Scale Factor Converg.
 PP2213;SPC WI C     -   130,031.455   408,219.386   MT  0.99994227   -1 42 57.2
 PP2213;SPC WI C     -   426,611.53  1,339,299.77   sFT  0.99994227   -1 42 57.2
 PP2213;UTM  15      - 4,980,628.656   544,794.016   MT  0.99962467   +0 24 05.7
 PP2213
 PP2213                          SUPERSEDED SURVEY CONTROL
 PP2213
 PP2213  NAD 83(1991)-  44 58 39.66849(N)    092 25 54.75861(W) AD(       ) 4
 PP2213  NAD 83(1986)-  44 58 39.66241(N)    092 25 54.76419(W) AD(       ) 4
 PP2213  NAD 27      -  44 58 39.78200(N)    092 25 54.06400(W) AD(       ) 3
 PP2213
 PP2213.Superseded values are not recommended for survey control.
 PP2213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2213.See file dsdata.txt to determine how the superseded data were derived.
 PP2213
 PP2213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK4479480629(NAD 83)
 PP2213_MARKER: 89 = SPIRE
 PP2213
 PP2213  HISTORY     - Date     Condition        Report By
 PP2213  HISTORY     - 1934     FIRST OBSERVED   CGS
 PP2213  HISTORY     - 20031116 GOOD             USPSQD
 PP2213
 PP2213                          STATION DESCRIPTION
 PP2213
 PP2213'DESCRIBED BY US POWER SQUADRON 2003 (DRB)
 PP2213'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS THE FIRST
 PP2213'CONGREGATIONAL CHURCH IN THE SOUTHEAST QUADRANT OF THE INTERSECTION OF
 PP2213'ADAMS STREET AND BROADWAY STREET.
 PP2213'THE CHURCH IS A FRAMED BUILDING WITH WHITE SIDING.  IT HAS A LAYERED
 PP2213'WHITE FRAME TOWER WITH AN OPEN TOP LAYER WITH A CROSS AFFIXED AT THE
 PP2213'TOP OF A WHITE CONNICAL STEEPLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP2214 ***********************************************************************
 PP2214  DESIGNATION -  HAMMOND SPIRE WITH CROSS
 PP2214  PID         -  PP2214
 PP2214  STATE/COUNTY-  WI/ST CROIX
 PP2214  USGS QUAD   -  BALDWIN WEST (1974)
 PP2214
 PP2214                         *CURRENT SURVEY CONTROL
 PP2214  ___________________________________________________________________
 PP2214* NAD 83(1991)-  44 58 25.33717(N)    092 26 19.02176(W)     ADJUSTED  
 PP2214* NAVD 88     -                                                        
 PP2214  ___________________________________________________________________
 PP2214  LAPLACE CORR-          -6.89  (seconds)                    DEFLEC99
 PP2214  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 PP2214
 PP2214  HORZ ORDER  -  THIRD
 PP2214
 PP2214.The horizontal coordinates were established by classical geodetic methods
 PP2214.and adjusted by the National Geodetic Survey in March 1999..
 PP2214
 PP2214
 PP2214.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP2214
 PP2214.The geoid height was determined by GEOID03.
 PP2214
 PP2214;                    North         East     Units Scale Factor Converg.
 PP2214;SPC WI C     -   129,605.098   407,674.868   MT  0.99994215   -1 43 14.3
 PP2214;SPC WI C     -   425,212.73  1,337,513.30   sFT  0.99994215   -1 43 14.3
 PP2214;UTM  15      - 4,980,182.614   544,265.790   MT  0.99962409   +0 23 48.4
 PP2214
 PP2214                          SUPERSEDED SURVEY CONTROL
 PP2214
 PP2214  NAD 83(1991)-  44 58 25.33268(N)    092 26 19.01659(W) AD(       ) 4
 PP2214  NAD 83(1986)-  44 58 25.32731(N)    092 26 19.02206(W) AD(       ) 4
 PP2214  NAD 27      -  44 58 25.44500(N)    092 26 18.32300(W) AD(       ) 3
 PP2214
 PP2214.Superseded values are not recommended for survey control.
 PP2214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2214.See file dsdata.txt to determine how the superseded data were derived.
 PP2214
 PP2214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK4426680183(NAD 83)
 PP2214_MARKER: 89 = SPIRE
 PP2214
 PP2214  HISTORY     - Date     Condition        Report By
 PP2214  HISTORY     - 1934     FIRST OBSERVED   CGS
 PP2214  HISTORY     - 20031116 MARK NOT FOUND   USPSQD
 PP2214
 PP2214                          STATION DESCRIPTION
 PP2214
 PP2214'DESCRIBED BY US POWER SQUADRON 2003 (DRB)
 PP2214'NOT FOUND.  THE CHURCH IS THE IMMACULATE CONCEPTION CATHOLIC CHURCH
 PP2214'SOUTH OF SECOND STREET ON THE WEST SIDE OF RIDGEWAY STREET.  THE
 PP2214'CHURCH WAS REBUILT IN 1949 WITH A NEW ADDITION IN 1996.  THERE IS NO
 PP2214'STEEPLE ON THE NEW STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1033 ***********************************************************************
 OM1033  DESIGNATION -  HAMPDEN
 OM1033  PID         -  OM1033
 OM1033  STATE/COUNTY-  WI/COLUMBIA
 OM1033  USGS QUAD   -  NORTH BRISTOL (1980)
 OM1033
 OM1033                         *CURRENT SURVEY CONTROL
 OM1033  ___________________________________________________________________
 OM1033* NAD 83(1991)-  43 21 15.48069(N)    089 13 02.48209(W)     ADJUSTED  
 OM1033* NAVD 88     -       308.     (meters)    1010.     (feet)  SCALED    
 OM1033  ___________________________________________________________________
 OM1033  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 OM1033  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 OM1033
 OM1033  HORZ ORDER  -  THIRD
 OM1033
 OM1033.The horizontal coordinates were established by classical geodetic methods
 OM1033.and adjusted by the National Geodetic Survey in November 1991..
 OM1033
 OM1033.The orthometric height was scaled from a topographic map.
 OM1033
 OM1033.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1033
 OM1033.The geoid height was determined by GEOID03.
 OM1033
 OM1033;                    North         East     Units Scale Factor Converg.
 OM1033;SPC WI S     -   150,747.365   663,444.448   MT  0.99993288   +0 32 15.9
 OM1033;SPC WI S     -   494,576.98  2,176,650.66   sFT  0.99993288   +0 32 15.9
 OM1033;UTM  16      - 4,802,548.118   320,306.211   MT  0.99999721   -1 31 21.5
 OM1033
 OM1033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1033!SPC WI S     -   0.99995720  x   0.99993288  =   0.99989008
 OM1033!UTM  16      -   0.99995720  x   0.99999721  =   0.99995441
 OM1033
 OM1033|---------------------------------------------------------------------|
 OM1033| PID    Reference Object                     Distance      Geod. Az  |
 OM1033|                                                           dddmmss.s |
 OM1033| CI9710 HAMPDEN RM 1                          8.506 METERS 18403     |
 OM1033| CI9711 HAMPDEN RM 2                         21.147 METERS 27510     |
 OM1033| CI9709 HAMPDEN AZ MK                                      3585427.8 |
 OM1033|---------------------------------------------------------------------|
 OM1033
 OM1033                          SUPERSEDED SURVEY CONTROL
 OM1033
 OM1033  NAD 83(1986)-  43 21 15.47317(N)    089 13 02.48784(W) AD(       ) 3
 OM1033  NAD 27      -  43 21 15.51470(N)    089 13 02.07590(W) AD(       ) 3
 OM1033
 OM1033.Superseded values are not recommended for survey control.
 OM1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1033.See file dsdata.txt to determine how the superseded data were derived.
 OM1033
 OM1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP2030602548(NAD 83)
 OM1033_MARKER: DS = TRIANGULATION STATION DISK
 OM1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1033
 OM1033  HISTORY     - Date     Condition        Report By
 OM1033  HISTORY     - 1958     MONUMENTED       CGS
 OM1033
 OM1033                          STATION DESCRIPTION
 OM1033
 OM1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1033'THE STATION IS ABOUT 10 MILES WEST OF COLUMBUS, AND 7 MILES
 OM1033'SOUTHEAST OF RIO ON THE PROPERTY OF LOYD PETERSON.  IT IS 37
 OM1033'FEET EAST OF THE CENTERLINE OF A PAVED ROAD, 28 FEET SOUTH OF
 OM1033'A TELEPHONE POLE, 2 FEET EAST OF A WIRE FENCE, AND 4 FEET
 OM1033'NORTHEAST OF A WHITE WITNESS POST.  THE MONUMENT IS 16 INCHES
 OM1033'UNDERGROUND AND THE DISK IS STAMPED HAMPDEN 1958.
 OM1033'
 OM1033'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 16
 OM1033'AND STATE HIGHWAY 60 AT THE WEST EDGE OF COLUMBUS, GO WEST
 OM1033'ON HIGHWAY 60 FOR 4.3 MILES TO A PAVED CROSSROAD.  CONTINUE
 OM1033'WEST ON HIGHWAY 60 FOR 1.9 MILES TO A PAVED CROSSROAD (COUNTY
 OM1033'ROAD A).  CONTINUE WEST ON HIGHWAY 60 FOR 3.5 MILES TO A PAVED
 OM1033'CROSSROAD.  TURN RIGHT AND GO NORTH ON THE PAVED ROAD FOR 0.75
 OM1033'MILE TO A PAVED CROSSROAD.  CONTINUE NORTH ON THE PAVED
 OM1033'ROAD FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 OM1033'
 OM1033'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 OM1033'PAVED ROAD FOR 0.35 MILE TO THE MARK ON THE LEFT.
 OM1033'
 OM1033'REFERENCE MARK 1 IS 35 FEET EAST OF THE CENTERLINE OF A
 OM1033'PAVED ROAD, 6 INCHES EAST OF A WIRE FENCE, AND 24 FEET SOUTH OF A
 OM1033'WHITE WITNESS POST.  THE MONUMENT IS 2 INCHES UNDERGROUND
 OM1033'AND THE DISK IS STAMPED HAMPDEN NO 1 1958.
 OM1033'
 OM1033'REFERENCE MARK 2 IS 33 FEET WEST OF THE CENTERLINE OF A PAVED
 OM1033'ROAD, 7 FEET SOUTH OF A POWERLINE POLE, AND 1 FOOT EAST OF
 OM1033'A WIRE FENCE.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS
 OM1033'STAMPED HAMPDEN NO 2 1958.
 OM1033'
 OM1033'THE AZIMUTH MARK IS 30 FEET WEST OF THE CENTERLINE OF A PAVED
 OM1033'ROAD, 9 FEET SOUTH OF THE CENTERLINE OF A GRAVELED DRIVEWAY,
 OM1033'2 FEET EAST OF A POWERLINE POLE, AND 2 FEET NORTHEAST OF A WHITE
 OM1033'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 OM1033'HAMPDEN 1958.
 OM1033'
 OM1033'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5703 ***********************************************************************
 DH5703  DESIGNATION -  HAMPDEN S GPS
 DH5703  PID         -  DH5703
 DH5703  STATE/COUNTY-  WI/COLUMBIA
 DH5703  USGS QUAD   -  NORTH BRISTOL (1980)
 DH5703
 DH5703                         *CURRENT SURVEY CONTROL
 DH5703  ___________________________________________________________________
 DH5703* NAD 83(1997)-  43 16 57.52047(N)    089 10 53.69603(W)     ADJUSTED  
 DH5703* NAVD 88     -                                                        
 DH5703  ___________________________________________________________________
 DH5703  X           -      66,428.227 (meters)                     COMP
 DH5703  Y           -  -4,650,190.072 (meters)                     COMP
 DH5703  Z           -   4,350,585.973 (meters)                     COMP
 DH5703  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 DH5703  ELLIP HEIGHT-         251.21  (meters)          (08/01/05) GPS OBS
 DH5703  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 DH5703
 DH5703  HORZ ORDER  -  FIRST
 DH5703  ELLP ORDER  -  SECOND    CLASS I
 DH5703
 DH5703.The horizontal coordinates were established by GPS observations
 DH5703.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5703
 DH5703
 DH5703.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5703
 DH5703.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5703
 DH5703.The ellipsoidal height was determined by GPS observations
 DH5703.and is referenced to NAD 83.
 DH5703
 DH5703.The geoid height was determined by GEOID03.
 DH5703
 DH5703;                    North         East     Units Scale Factor Converg.
 DH5703;SPC WI S     -   142,815.253   666,422.468   MT  0.99993468   +0 33 44.4
 DH5703;SPC WI S     -   468,553.04  2,186,421.05   sFT  0.99993468   +0 33 44.4
 DH5703;UTM  16      - 4,794,513.650   322,997.419   MT  0.99998541   -1 29 45.9
 DH5703
 DH5703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5703!SPC WI S     -   0.99996061  x   0.99993468  =   0.99989529
 DH5703!UTM  16      -   0.99996061  x   0.99998541  =   0.99994602
 DH5703
 DH5703                          SUPERSEDED SURVEY CONTROL
 DH5703
 DH5703.No superseded survey control is available for this station.
 DH5703
 DH5703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2299794514(NAD 83)
 DH5703_MARKER: DD = SURVEY DISK
 DH5703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5703_STAMPING: HAMPDEN S GPS 1994
 DH5703_MARK LOGO: WI-021
 DH5703_PROJECTION: RECESSED 15 CENTIMETERS
 DH5703_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5703+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2003
 DH5703
 DH5703  HISTORY     - Date     Condition        Report By
 DH5703  HISTORY     - 1994     MONUMENTED       WI-021
 DH5703  HISTORY     - 20030827 GOOD             WIDT
 DH5703
 DH5703                          STATION DESCRIPTION
 DH5703
 DH5703'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5703'OWNERSHIP--TOWNSHIP OF HAMPEN.  TO REACH THE STATION FROM THE JUNCTION
 DH5703'OF COUNTY N  WITH COUNTY V ABOUT 7 MI EAST-NORTHEAST FROM THE VILLAGE
 DH5703'OF DEFOREST, GO EAST ON  COUNTY V FOR 1.25 MI TO WILBURN ROAD, TURN
 DH5703'LEFT AND GO NORTH ON WILBURN ROAD FOR 1.0  MI TO BRISTOL ROAD, TURN
 DH5703'RIGHT AND GO EAST ON BRISTOL ROAD FOR 0.25 MI TO THE STATION ON  THE
 DH5703'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH5703'GEODETIC  CONTROL MARKER DISK SET IN THE TOP OF A 45-CM DIAMETER
 DH5703'CONCRETE POST AND ABOUT LEVEL  WITH THE ROAD PAVEMENT.  THE STATION IS
 DH5703'8.0 M NORTH OF THE CENTERLINE OF BRISTOL ROAD, 52  M WEST OF A FIELD
 DH5703'ENTRANCE, 33.4 M EAST OF THE CENTERLINE OF ARNOLD ROAD, 13.3 M NORTH
 DH5703'OF  A METAL POST FOR A --WEIGHT LIMIT 10 TONS-- SIGN, 1.0 M SOUTH OF A
 DH5703'CULTIVATED FIELD, 1.0 M  SOUTH, WEST, NORTHEAST OF THREE ORANGE 4X4
 DH5703'PLASTIC WITNESS POSTS AND 0.3 M  SOUTH OF A WHITE PLASTIC WITNESS
 DH5703'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS  EXTENDING
 DH5703'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5600 ***********************************************************************
 DH5600  DESIGNATION -  HAMPDEN W GPS 2
 DH5600  PID         -  DH5600
 DH5600  STATE/COUNTY-  WI/COLUMBIA
 DH5600  USGS QUAD   -  NORTH BRISTOL (1980)
 DH5600
 DH5600                         *CURRENT SURVEY CONTROL
 DH5600  ___________________________________________________________________
 DH5600* NAD 83(1997)-  43 19 43.40467(N)    089 13 04.33510(W)     ADJUSTED  
 DH5600* NAVD 88     -                                                        
 DH5600  ___________________________________________________________________
 DH5600  X           -      63,435.201 (meters)                     COMP
 DH5600  Y           -  -4,646,730.748 (meters)                     COMP
 DH5600  Z           -   4,354,321.498 (meters)                     COMP
 DH5600  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 DH5600  ELLIP HEIGHT-         265.83  (meters)          (08/01/05) GPS OBS
 DH5600  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 DH5600
 DH5600  HORZ ORDER  -  FIRST
 DH5600  ELLP ORDER  -  SECOND    CLASS I
 DH5600
 DH5600.The horizontal coordinates were established by GPS observations
 DH5600.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5600
 DH5600
 DH5600.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5600
 DH5600.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5600
 DH5600.The ellipsoidal height was determined by GPS observations
 DH5600.and is referenced to NAD 83.
 DH5600
 DH5600.The geoid height was determined by GEOID03.
 DH5600
 DH5600;                    North         East     Units Scale Factor Converg.
 DH5600;SPC WI S     -   147,905.736   663,429.373   MT  0.99993334   +0 32 14.7
 DH5600;SPC WI S     -   485,254.07  2,176,601.20   sFT  0.99993334   +0 32 14.7
 DH5600;UTM  16      - 4,799,708.685   320,188.992   MT  0.99999773   -1 31 20.2
 DH5600
 DH5600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5600!SPC WI S     -   0.99995831  x   0.99993334  =   0.99989166
 DH5600!UTM  16      -   0.99995831  x   0.99999773  =   0.99995605
 DH5600
 DH5600                          SUPERSEDED SURVEY CONTROL
 DH5600
 DH5600.No superseded survey control is available for this station.
 DH5600
 DH5600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2018999709(NAD 83)
 DH5600_MARKER: DD = SURVEY DISK
 DH5600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5600_STAMPING: HAMPDEN W GPS 2
 DH5600_MARK LOGO: WIDT  
 DH5600_PROJECTION: FLUSH
 DH5600_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5600+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH5600
 DH5600  HISTORY     - Date     Condition        Report By
 DH5600  HISTORY     - 2003     MONUMENTED       WIDT
 DH5600  HISTORY     - 20051228 GOOD             WIDT
 DH5600
 DH5600                          STATION DESCRIPTION
 DH5600
 DH5600'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5600'OWNERSHIP--TOWNSHIP OF HAMPDEN.  TO REACH THE STATION FROM THE
 DH5600'JUNCTION OF STATE HIGHWAY 60 WITH COUNTY HIGHWA C ABOUT 7 MI EAST OF
 DH5600'THE VILLAGE OF  ARLINGTON, GO SOUTH ON COUNTY HIGHWAY C FOR 1.0 MI TO
 DH5600'BRADLEY ROAD, TURN LEFT AND GO  EAST ON BRADLEY ROAD FOR 1.3 MI TO OLD
 DH5600'F, TURN LEFT AND GO NORTH ON OLD F FOR 0.2 MI TO  THE STATION ON THE
 DH5600'LEFT.  THE STATION IS A  BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH5600'GEODETIC  SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DH5600'DIAMETER CONCRETE POST ABOUT  LEVEL WITH THE ROAD PAVEMENT.  THE
 DH5600'STATION IS 9.2 M WEST OF THE CENTERLINE OF OLD F,  7 M EAST OF A
 DH5600'CULTIVATED FIELD, 6 M NORTH OF A  FIELD ENTRANCE, 1.0 M SOUTHEAST OF
 DH5600'AN  ORANGE 4X4  PLASTIC WITNESS POST, 0.9 M WEST OF AN  ORANGE 4X4
 DH5600'PLASTIC WITNESS POST AND 0.9 M NORTHEAST OF AN ORANGE 4X4 PLASTIC
 DH5600'WITNESS POST.   ---NOTE---THIS  STATION HAS NO VISIBLE  OBSTRUCTIONS
 DH5600'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH5600
 DH5600                          STATION RECOVERY (2005)
 DH5600
 DH5600'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5600'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5676 ***********************************************************************
 DH5676  DESIGNATION -  HANCOCK E GPS
 DH5676  PID         -  DH5676
 DH5676  STATE/COUNTY-  WI/WAUSHARA
 DH5676  USGS QUAD   -  RICHFORD (1982)
 DH5676
 DH5676                         *CURRENT SURVEY CONTROL
 DH5676  ___________________________________________________________________
 DH5676* NAD 83(1997)-  44 05 37.61896(N)    089 29 26.72818(W)     ADJUSTED  
 DH5676* NAVD 88     -                                                        
 DH5676  ___________________________________________________________________
 DH5676  X           -      40,781.486 (meters)                     COMP
 DH5676  Y           -  -4,588,279.611 (meters)                     COMP
 DH5676  Z           -   4,415,803.774 (meters)                     COMP
 DH5676  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 DH5676  ELLIP HEIGHT-         319.31  (meters)          (08/01/05) GPS OBS
 DH5676  GEOID HEIGHT-         -35.97  (meters)                     GEOID03
 DH5676
 DH5676  HORZ ORDER  -  FIRST
 DH5676  ELLP ORDER  -  SECOND    CLASS I
 DH5676
 DH5676.The horizontal coordinates were established by GPS observations
 DH5676.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5676
 DH5676
 DH5676.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5676
 DH5676.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5676
 DH5676.The ellipsoidal height was determined by GPS observations
 DH5676.and is referenced to NAD 83.
 DH5676
 DH5676.The geoid height was determined by GEOID03.
 DH5676
 DH5676;                    North         East     Units Scale Factor Converg.
 DH5676;SPC WI S     -   232,732.096   640,779.960   MT  1.00000562   +0 20 59.6
 DH5676;SPC WI S     -   763,555.22  2,102,292.25   sFT  1.00000562   +0 20 59.6
 DH5676;UTM  16      - 4,885,305.748   300,618.446   MT  1.00008894   -1 44 01.4
 DH5676
 DH5676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5676!SPC WI S     -   0.99994993  x   1.00000562  =   0.99995555
 DH5676!UTM  16      -   0.99994993  x   1.00008894  =   1.00003887
 DH5676
 DH5676                          SUPERSEDED SURVEY CONTROL
 DH5676
 DH5676.No superseded survey control is available for this station.
 DH5676
 DH5676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP0061885306(NAD 83)
 DH5676_MARKER: DD = SURVEY DISK
 DH5676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5676_STAMPING: HANCOCK E GPS 2004
 DH5676_MARK LOGO: WIDT  
 DH5676_PROJECTION: FLUSH
 DH5676_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5676+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2003
 DH5676
 DH5676  HISTORY     - Date     Condition        Report By
 DH5676  HISTORY     - 2003     MONUMENTED       WI-137
 DH5676  HISTORY     - 20030821 GOOD             WIDT
 DH5676
 DH5676                          STATION DESCRIPTION
 DH5676
 DH5676'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5676'OWNERSHIP--TOWN OF HANCOCK.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5676'COUNTY  HIGHWAY C WITH COUNTY HIGHWAY FF ABOUT 5 MI NORTHEAST OF THE
 DH5676'VILLAGE OF COLOMA, GO  SOUTH ON COUNTY HIGHWAY FF FOR 1.2 MI TO BROWN
 DH5676'DEER COURT ON THE LEFT, TURN LEFT AND  GO EAST ON BROWN DEER COURT FOR
 DH5676'0.55 MI TO THE STATION ON THE LEFT.  THE STATION IS A  BRONZE
 DH5676'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC CONTROL MARK DISK SET
 DH5676'IN THE  TOP OF A 45-CM DIAMETER CONCRETE POST ABOUT 1 M ABOVE THE ROAD
 DH5676'PAVEMENT.  THE STATION  IS 8.3 M NORTH OF THE CENTERLINE OF BROWN DEER
 DH5676'COURT, 0.55 MI EAST OF COUNTY HIGHWAY  FF, 0.45 MI WEST OF 7TH AVENUE,
 DH5676'0.05 MI WEST OF GRAVEL PARKING AREA FOR --GREENWOOD STATE  WILDLIFE
 DH5676'REFUGE--, 1.0 M NORTH, SOUTHEAST, SOUTHWEST OF THREE ORANGE 4X4
 DH5676'PLASTIC  WITNESS POSTS AND 0.1 M SOUTH OF A WHITE PLASTIC WITNESS
 DH5676'POST.  ---NOTE---THIS STATION  HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DH5676'HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5651 ***********************************************************************
 DH5651  DESIGNATION -  HANCOCK GPS
 DH5651  PID         -  DH5651
 DH5651  STATE/COUNTY-  WI/ADAMS
 DH5651  USGS QUAD   -  COLOMA NW (1984)
 DH5651
 DH5651                         *CURRENT SURVEY CONTROL
 DH5651  ___________________________________________________________________
 DH5651* NAD 83(1997)-  44 08 54.45550(N)    089 40 26.54600(W)     ADJUSTED  
 DH5651* NAVD 88     -                                                        
 DH5651  ___________________________________________________________________
 DH5651  X           -      26,079.679 (meters)                     COMP
 DH5651  Y           -  -4,584,126.846 (meters)                     COMP
 DH5651  Z           -   4,420,136.163 (meters)                     COMP
 DH5651  LAPLACE CORR-          -5.34  (seconds)                    DEFLEC99
 DH5651  ELLIP HEIGHT-         277.43  (meters)          (08/01/05) GPS OBS
 DH5651  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 DH5651
 DH5651  HORZ ORDER  -  FIRST
 DH5651  ELLP ORDER  -  SECOND    CLASS I
 DH5651
 DH5651.The horizontal coordinates were established by GPS observations
 DH5651.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5651
 DH5651
 DH5651.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5651
 DH5651.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5651
 DH5651.The ellipsoidal height was determined by GPS observations
 DH5651.and is referenced to NAD 83.
 DH5651
 DH5651.The geoid height was determined by GEOID03.
 DH5651
 DH5651;                    North         East     Units Scale Factor Converg.
 DH5651;SPC WI S     -   238,734.010   626,079.081   MT  1.00001764   +0 13 26.3
 DH5651;SPC WI S     -   783,246.50  2,054,061.12   sFT  1.00001764   +0 13 26.3
 DH5651;UTM  16      - 4,891,839.378   286,144.061   MT  1.00016251   -1 51 47.6
 DH5651
 DH5651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5651!SPC WI S     -   0.99995650  x   1.00001764  =   0.99997414
 DH5651!UTM  16      -   0.99995650  x   1.00016251  =   1.00011900
 DH5651
 DH5651                          SUPERSEDED SURVEY CONTROL
 DH5651
 DH5651.No superseded survey control is available for this station.
 DH5651
 DH5651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP8614491839(NAD 83)
 DH5651_MARKER: DD = SURVEY DISK
 DH5651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5651_STAMPING: HANCOCK GPS 2004
 DH5651_MARK LOGO: WIDT  
 DH5651_PROJECTION: FLUSH
 DH5651_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5651+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5651
 DH5651  HISTORY     - Date     Condition        Report By
 DH5651  HISTORY     - 2003     MONUMENTED       WIDT
 DH5651
 DH5651                          STATION DESCRIPTION
 DH5651
 DH5651'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5651'OWNERSHIP--TOWN OF COLBURN.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5651'COUNTY  HIGHWAY G WITH COUNTY HIGHWAY O ABOUT 7 MI SOUTHWEST OF THE
 DH5651'VILLAGE OF PLAINFIELD, GO  SOUTH ON COUNTY HIGHWAY G FOR 0.5 MI TO
 DH5651'BADGER DRIVE ON THE RIGHT, TURN RIGHT AND GO  WEST ON BADGER DRIVE FOR
 DH5651'2.0 MI TO 4TH AVENUE, CONTINUE WEST ON BADGER DRIVE FOR 0.8 MI  TO THE
 DH5651'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH5651'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH5651'A 41-CM DIAMETER  CONCRETE POST ABOUT LEVEL WITH THE ROAD PAVEMENT.
 DH5651'THE STATION IS 8.3 M NORTH OF THE  CENTERLINE OF BADGER DRIVE, 79 M
 DH5651'WEST-NORTHWEST OF TELEPHONE PEDESTAL --E12A 2--, 26.5 M  NORTHEAST OF
 DH5651'A POWERPOLE, AND 0.9 M EAST AND WEST OF TWO ORANGE 4X4 PLASTIC WITNESS
 DH5651'POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DH5651'HIGHER THAN 20  DEGREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5564 ***********************************************************************
 DH5564  DESIGNATION -  HANCOCK S GPS
 DH5564  PID         -  DH5564
 DH5564  STATE/COUNTY-  WI/WAUSHARA
 DH5564  USGS QUAD   -  COLOMA (1968)
 DH5564
 DH5564                         *CURRENT SURVEY CONTROL
 DH5564  ___________________________________________________________________
 DH5564* NAD 83(1997)-  44 04 12.99543(N)    089 34 19.32931(W)     ADJUSTED  
 DH5564* NAVD 88     -                                                        
 DH5564  ___________________________________________________________________
 DH5564  X           -      34,286.103 (meters)                     COMP
 DH5564  Y           -  -4,590,133.975 (meters)                     COMP
 DH5564  Z           -   4,413,911.966 (meters)                     COMP
 DH5564  LAPLACE CORR-          -4.42  (seconds)                    DEFLEC99
 DH5564  ELLIP HEIGHT-         297.07  (meters)          (08/01/05) GPS OBS
 DH5564  GEOID HEIGHT-         -35.85  (meters)                     GEOID03
 DH5564
 DH5564  HORZ ORDER  -  FIRST
 DH5564  ELLP ORDER  -  SECOND    CLASS I
 DH5564
 DH5564.The horizontal coordinates were established by GPS observations
 DH5564.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5564
 DH5564
 DH5564.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5564
 DH5564.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5564
 DH5564.The ellipsoidal height was determined by GPS observations
 DH5564.and is referenced to NAD 83.
 DH5564
 DH5564.The geoid height was determined by GEOID03.
 DH5564
 DH5564;                    North         East     Units Scale Factor Converg.
 DH5564;SPC WI S     -   230,083.644   634,284.702   MT  1.00000074   +0 17 38.6
 DH5564;SPC WI S     -   754,866.09  2,080,982.39   sFT  1.00000074   +0 17 38.6
 DH5564;UTM  16      - 4,882,894.958   294,030.517   MT  1.00012179   -1 47 22.5
 DH5564
 DH5564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5564!SPC WI S     -   0.99995342  x   1.00000074  =   0.99995416
 DH5564!UTM  16      -   0.99995342  x   1.00012179  =   1.00007520
 DH5564
 DH5564                          SUPERSEDED SURVEY CONTROL
 DH5564
 DH5564.No superseded survey control is available for this station.
 DH5564
 DH5564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP9403182895(NAD 83)
 DH5564_MARKER: DD = SURVEY DISK
 DH5564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5564_STAMPING: HANCOCK S GPS
 DH5564_MARK LOGO: WIDT  
 DH5564_PROJECTION: FLUSH
 DH5564_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5564+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH5564
 DH5564  HISTORY     - Date     Condition        Report By
 DH5564  HISTORY     - UNK      MONUMENTED       WIDT
 DH5564  HISTORY     - 20040226 GOOD             WIDT
 DH5564  HISTORY     - 20051228 GOOD             WIDT
 DH5564
 DH5564                          STATION DESCRIPTION
 DH5564
 DH5564'DESCRIBED BY WI DEPT OF TRANSP 2004 (TSS)
 DH5564'OWNERSHIP--WAUSHARA COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5564'STATE  HIGHWAY 21 WITH COUNTY HIGHWAY V ABOUT 3 MI WEST OF THE VILLAGE
 DH5564'OF COLOMA, GO NORTH  THEN NORTHEAST ON COUNTY HIGHWAY V FOR 3.5 MI TO
 DH5564'CHICAGO AVENUE, CONTINUE NORTHEAST  ON COUNTY HIGHWAY V FOR 0.1 MI TO
 DH5564'THE STATION ON THE LEFT.  THE STATION IS A BRONZE  WISCONSIN
 DH5564'DEPARTMENT OF TRANSPORTATION GPS GEODETIC CONTROL MARKER DISK SET IN
 DH5564'THE  TOP OF A 40-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE
 DH5564'HIGHWAY PAVEMENT.  THE  STATION IS 7.3 M NORTHWEST OF THE CENTERLINE
 DH5564'OF COUNTY HIGHWAY V, 0.95 MI SOUTHWEST OF  BUTTERCUP AVENUE, 64 M
 DH5564'WEST-SOUTHWEST OF A POWER POLE, 20.3 M NORTH-NORTHWEST  OF A POWER
 DH5564'POLE AND 1.0 M SOUTH, NORTHEAST, NORTHWEST OF THREE ORANGE 4X4 PLASTIC
 DH5564'WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH5564'EXTENDING HIGHER  THAN 20 DEGREES ABOVE THE HORIZON.
 DH5564
 DH5564                          STATION RECOVERY (2005)
 DH5564
 DH5564'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5564'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5653 ***********************************************************************
 DH5653  DESIGNATION -  HANCOCK W GPS
 DH5653  PID         -  DH5653
 DH5653  STATE/COUNTY-  WI/WAUSHARA
 DH5653  USGS QUAD   -  COLOMA (1968)
 DH5653
 DH5653                         *CURRENT SURVEY CONTROL
 DH5653  ___________________________________________________________________
 DH5653* NAD 83(1997)-  44 06 43.74960(N)    089 33 56.50115(W)     ADJUSTED  
 DH5653* NAVD 88     -                                                        
 DH5653  ___________________________________________________________________
 DH5653  X           -      34,769.535 (meters)                     COMP
 DH5653  Y           -  -4,586,887.939 (meters)                     COMP
 DH5653  Z           -   4,417,249.653 (meters)                     COMP
 DH5653  LAPLACE CORR-          -4.65  (seconds)                    DEFLEC99
 DH5653  ELLIP HEIGHT-         290.71  (meters)          (08/01/05) GPS OBS
 DH5653  GEOID HEIGHT-         -35.86  (meters)                     GEOID03
 DH5653
 DH5653  HORZ ORDER  -  FIRST
 DH5653  ELLP ORDER  -  SECOND    CLASS I
 DH5653
 DH5653.The horizontal coordinates were established by GPS observations
 DH5653.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5653
 DH5653
 DH5653.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5653
 DH5653.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5653
 DH5653.The ellipsoidal height was determined by GPS observations
 DH5653.and is referenced to NAD 83.
 DH5653
 DH5653.The geoid height was determined by GEOID03.
 DH5653
 DH5653;                    North         East     Units Scale Factor Converg.
 DH5653;SPC WI S     -   234,739.260   634,768.461   MT  1.00000956   +0 17 54.3
 DH5653;SPC WI S     -   770,140.39  2,082,569.53   sFT  1.00000956   +0 17 54.3
 DH5653;UTM  16      - 4,887,530.432   294,683.354   MT  1.00011848   -1 47 11.4
 DH5653
 DH5653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5653!SPC WI S     -   0.99995442  x   1.00000956  =   0.99996398
 DH5653!UTM  16      -   0.99995442  x   1.00011848  =   1.00007289
 DH5653
 DH5653                          SUPERSEDED SURVEY CONTROL
 DH5653
 DH5653.No superseded survey control is available for this station.
 DH5653
 DH5653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP9468387530(NAD 83)
 DH5653_MARKER: DD = SURVEY DISK
 DH5653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5653_STAMPING: HANCOCK W GPS 2004
 DH5653_MARK LOGO: WIDT  
 DH5653_PROJECTION: FLUSH
 DH5653_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5653+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5653
 DH5653  HISTORY     - Date     Condition        Report By
 DH5653  HISTORY     - 2003     MONUMENTED       WIDT
 DH5653
 DH5653                          STATION DESCRIPTION
 DH5653
 DH5653'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5653'OWNERSHIP--TOWN OF HANCOCK.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5653'COUNTY  HIGHWAY G WITH COUNTY HIGHWAY C ABOUT 14 MI NORTHEAST OF THE
 DH5653'VILLAGE OF FRIENDSHIP, GO  EAST ON COUNTY HIGHWAY C FOR 2.6 MI TO THE
 DH5653'STATION ON THE LEFT (JUST BEFORE THE JUNCTION  OF COUNTY HIGHWAY KK).
 DH5653'THE STATION IS A BRONZE  WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH5653'GEODETIC SURVEY CONTROL STATION DISK SET IN  THE TOP OF A 41-CM
 DH5653'DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DH5653'STATION IS 6.1 M NORTH OF THE CENTERLINE OF COUNTY HIGHWAY C, 67 M
 DH5653'EAST-NORTHEAST OF A  POWERPOLE, 23.5 M NORTHWEST OF A POWERPOLE, 14.9
 DH5653'M NORTH-NORTHWEST OF A WOOD POST  FOR A --JCT COUNTY HWY KK--, AND 1.0
 DH5653'M EAST AND WEST OF TWO ORANGE 4X4 PLASTIC  WITNESS POSTS.
 DH5653'----NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH5653'THAN  15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5367 ***********************************************************************
 DH5367  DESIGNATION -  HANEY S GPS
 DH5367  PID         -  DH5367
 DH5367  STATE/COUNTY-  WI/CRAWFORD
 DH5367  USGS QUAD   -  STEUBEN (1983)
 DH5367
 DH5367                         *CURRENT SURVEY CONTROL
 DH5367  ___________________________________________________________________
 DH5367* NAD 83(1997)-  43 12 46.43139(N)    090 47 27.68796(W)     ADJUSTED  
 DH5367* NAVD 88     -                                                        
 DH5367  ___________________________________________________________________
 DH5367  X           -     -64,278.789 (meters)                     COMP
 DH5367  Y           -  -4,655,569.659 (meters)                     COMP
 DH5367  Z           -   4,344,978.796 (meters)                     COMP
 DH5367  LAPLACE CORR-          -7.10  (seconds)                    DEFLEC99
 DH5367  ELLIP HEIGHT-         305.53  (meters)          (08/01/05) GPS OBS
 DH5367  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 DH5367
 DH5367  HORZ ORDER  -  FIRST
 DH5367  ELLP ORDER  -  SECOND    CLASS I
 DH5367
 DH5367.The horizontal coordinates were established by GPS observations
 DH5367.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5367
 DH5367
 DH5367.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5367
 DH5367.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5367
 DH5367.The ellipsoidal height was determined by GPS observations
 DH5367.and is referenced to NAD 83.
 DH5367
 DH5367.The geoid height was determined by GEOID03.
 DH5367
 DH5367;                    North         East     Units Scale Factor Converg.
 DH5367;SPC WI S     -   135,045.923   535,727.197   MT  0.99993792   -0 32 36.7
 DH5367;SPC WI S     -   443,063.17  1,757,631.65   sFT  0.99993792   -0 32 36.7
 DH5367;UTM  15      - 4,786,826.085   679,429.921   MT  0.99999606   +1 30 46.5
 DH5367
 DH5367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5367!SPC WI S     -   0.99995209  x   0.99993792  =   0.99989001
 DH5367!UTM  15      -   0.99995209  x   0.99999606  =   0.99994815
 DH5367
 DH5367                          SUPERSEDED SURVEY CONTROL
 DH5367
 DH5367.No superseded survey control is available for this station.
 DH5367
 DH5367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH7943086826(NAD 83)
 DH5367_MARKER: DD = SURVEY DISK
 DH5367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5367_STAMPING: HANEY S GPS 2004
 DH5367_MARK LOGO: WIDT  
 DH5367_PROJECTION: FLUSH
 DH5367_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5367+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5367
 DH5367  HISTORY     - Date     Condition        Report By
 DH5367  HISTORY     - 2003     MONUMENTED       WIDT
 DH5367
 DH5367                          STATION DESCRIPTION
 DH5367
 DH5367'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5367'OWNERSHIP--TOWNSHIP OF HANEY.  TO REACH THE STATION FROM THE JUNCTION
 DH5367'OF STATE  HIGHWAY 131 WITH COUNTY HIGHWAY E ABOUT 1 MI EAST OF THE
 DH5367'VILLAGE OF STEUBEN, GO NORTH  ON STATE HIGHWAY 131 FOR 1.8 MI TO MAPLE
 DH5367'RIDGE ROAD ON THE RIGHT, TURN RIGHT AND GO EAST  THEN SOUTHEAST ON
 DH5367'MAPLE RIDGE ROAD FOR 2.1 MI TO MAPLE RIDGE ROAD ON THE RIGHT AND
 DH5367'HANEY RIDGE ROAD ON THE LEFT, TURN LEFT AND GO NORTH ON HANEY RIDGE
 DH5367'ROAD FOR 1.0 MI TO  THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DH5367'WISCONSIN DEPARTMENT OF  TRANSPORTATION GEODETIC SURVEY CONTROL
 DH5367'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER  CONCRETE POST ABOUT
 DH5367'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 5.3 M WEST OF THE
 DH5367'CENTERLINE OF HANEY RIDGE ROAD, 65.2 M NORTHEAST OF A POWERPOLE, 6.0 M
 DH5367'NORTH OF THE  EXTENDED CENTERLINE OF A FIELD ENTRANCE, 1.0 M
 DH5367'NORTH-NORTHEAST OF AN ORANGE 4X4  PLASTIC WITNESS POST AND 1.0 M SOUTH
 DH5367'OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS  STATION HAS NO
 DH5367'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH5367'HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5349 ***********************************************************************
 DH5349  DESIGNATION -  HANEY W GPS
 DH5349  PID         -  DH5349
 DH5349  STATE/COUNTY-  WI/CRAWFORD
 DH5349  USGS QUAD   -  STEUBEN (1983)
 DH5349
 DH5349                         *CURRENT SURVEY CONTROL
 DH5349  ___________________________________________________________________
 DH5349* NAD 83(1997)-  43 14 49.23788(N)    090 52 08.78958(W)     ADJUSTED  
 DH5349* NAVD 88     -                                                        
 DH5349  ___________________________________________________________________
 DH5349  X           -     -70,582.702 (meters)                     COMP
 DH5349  Y           -  -4,652,793.170 (meters)                     COMP
 DH5349  Z           -   4,347,656.563 (meters)                     COMP
 DH5349  LAPLACE CORR-          -7.78  (seconds)                    DEFLEC99
 DH5349  ELLIP HEIGHT-         183.38  (meters)          (08/01/05) GPS OBS
 DH5349  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 DH5349
 DH5349  HORZ ORDER  -  FIRST
 DH5349  ELLP ORDER  -  SECOND    CLASS I
 DH5349
 DH5349.The horizontal coordinates were established by GPS observations
 DH5349.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5349
 DH5349
 DH5349.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5349
 DH5349.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5349
 DH5349.The ellipsoidal height was determined by GPS observations
 DH5349.and is referenced to NAD 83.
 DH5349
 DH5349.The geoid height was determined by GEOID03.
 DH5349
 DH5349;                    North         East     Units Scale Factor Converg.
 DH5349;SPC WI S     -   138,898.484   529,422.401   MT  0.99993615   -0 35 49.8
 DH5349;SPC WI S     -   455,702.78  1,736,946.66   sFT  0.99993615   -0 35 49.8
 DH5349;UTM  15      - 4,790,450.027   672,990.617   MT  0.99996814   +1 27 37.2
 DH5349
 DH5349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5349!SPC WI S     -   0.99997124  x   0.99993615  =   0.99990740
 DH5349!UTM  15      -   0.99997124  x   0.99996814  =   0.99993938
 DH5349
 DH5349                          SUPERSEDED SURVEY CONTROL
 DH5349
 DH5349.No superseded survey control is available for this station.
 DH5349
 DH5349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH7299190450(NAD 83)
 DH5349_MARKER: DD = SURVEY DISK
 DH5349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5349_STAMPING: HANEY W GPS 2004
 DH5349_MARK LOGO: WIDT  
 DH5349_PROJECTION: FLUSH
 DH5349_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5349+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5349
 DH5349  HISTORY     - Date     Condition        Report By
 DH5349  HISTORY     - 2003     MONUMENTED       WIDT
 DH5349
 DH5349                          STATION DESCRIPTION
 DH5349
 DH5349'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5349'OWNERSHIP--TOWN OF HANEY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5349'STATE HIGHWAY  131 WITH COUNTY HIGHWAY S ABOUT 3 MI SOUTH OF THE
 DH5349'VILLAGE OF GAYS MILLS, GO  SOUTH-SOUTHWEST ON STATE HIGHWAY 131 FOR
 DH5349'2.75 MI TO HANEY VALLEY ROAD ON THE RIGHT,  TURN RIGHT AND GO
 DH5349'NORTHWEST ON HANEY VALLEY ROAD FOR 0.95 MI TO THE STATION ON THE
 DH5349'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH5349'GEODETIC  SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DH5349'DIAMETER CONCRETE POST ABOUT  LEVEL WITH THE ROAD PAVEMENT.  THE
 DH5349'STATION IS 5.3 M EAST OF THE CENTERLINE OF HANEY  VALLEY ROAD, 38.6 M
 DH5349'NORTH OF THE NORTHERN MOST POST FOR A --HANEY VALLEY CEMETERY--  SIGN,
 DH5349'1.1 M WEST OF A BARB WIRE FENCE AND 1.0 M WEST OF AN ORANGE 4X4
 DH5349'PLASTIC WITNESS  POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH5349'OBSTRUCTIONS EXTENDING HIGHER THAN 15  DEGREES ABOVE THE HORIZON
 DH5349'EXCEPT FOR A POWER POLE TO THE NORTHEAST EXTENDING TO 25  DEGREES
 DH5349'ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0475 ***********************************************************************
 QN0475  DESIGNATION -  HANKE
 QN0475  PID         -  QN0475
 QN0475  STATE/COUNTY-  WI/TAYLOR
 QN0475  USGS QUAD   -  RIB LAKE (1979)
 QN0475
 QN0475                         *CURRENT SURVEY CONTROL
 QN0475  ___________________________________________________________________
 QN0475* NAD 83(1991)-  45 21 07.93212(N)    090 10 58.39940(W)     ADJUSTED  
 QN0475* NAVD 88     -       536.     (meters)    1759.     (feet)  SCALED    
 QN0475  ___________________________________________________________________
 QN0475  LAPLACE CORR-          -5.31  (seconds)                    DEFLEC99
 QN0475  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 QN0475
 QN0475  HORZ ORDER  -  FIRST
 QN0475
 QN0475.The horizontal coordinates were established by classical geodetic methods
 QN0475.and adjusted by the National Geodetic Survey in November 1991..
 QN0475
 QN0475.The orthometric height was scaled from a topographic map.
 QN0475
 QN0475.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0475
 QN0475.The geoid height was determined by GEOID03.
 QN0475
 QN0475;                    North         East     Units Scale Factor Converg.
 QN0475;SPC WI C     -   168,795.728   585,668.789   MT  0.99997520   -0 07 44.6
 QN0475;SPC WI C     -   553,790.65  1,921,481.69   sFT  0.99997520   -0 07 44.6
 QN0475;SPC WI N     -    20,637.915   585,667.777   MT  1.00004583   -0 07 55.0
 QN0475;SPC WI N     -    67,709.56  1,921,478.37   sFT  1.00004583   -0 07 55.0
 QN0475;UTM  15      - 5,025,937.944   720,665.998   MT  1.00019874   +2 00 18.0
 QN0475
 QN0475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0475!SPC WI C     -   0.99992086  x   0.99997520  =   0.99989607
 QN0475!SPC WI N     -   0.99992086  x   1.00004583  =   0.99996669
 QN0475!UTM  15      -   0.99992086  x   1.00019874  =   1.00011959
 QN0475
 QN0475:                Primary Azimuth Mark                     Grid Az
 QN0475:SPC WI C     -  HANKE AZ MK                              091 06 19.9
 QN0475:SPC WI N     -  HANKE AZ MK                              091 06 30.3
 QN0475:UTM  15      -  HANKE AZ MK                              088 58 17.3
 QN0475
 QN0475|---------------------------------------------------------------------|
 QN0475| PID    Reference Object                     Distance      Geod. Az  |
 QN0475|                                                           dddmmss.s |
 QN0475| CJ5051 HANKE AZ MK                                        0905835.3 |
 QN0475| CJ5052 HANKE RM 1                           21.769 METERS 14123     |
 QN0475| QN0484 RIB RIVER LOOKOUT TOWER             APPROX.12.3 KM 1745726.9 |
 QN0475| QN0474 RIB LAKE MUNICIPAL TANK             APPROX. 3.7 KM 2071443.8 |
 QN0475| CJ5053 HANKE RM 2                           23.481 METERS 22218     |
 QN0475|---------------------------------------------------------------------|
 QN0475
 QN0475                          SUPERSEDED SURVEY CONTROL
 QN0475
 QN0475  NAD 83(1986)-  45 21 07.92977(N)    090 10 58.39720(W) AD(       ) 1
 QN0475  NAD 27      -  45 21 08.05100(N)    090 10 57.86500(W) AD(       ) 1
 QN0475
 QN0475.Superseded values are not recommended for survey control.
 QN0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0475.See file dsdata.txt to determine how the superseded data were derived.
 QN0475
 QN0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL2066625938(NAD 83)
 QN0475_MARKER: DS = TRIANGULATION STATION DISK
 QN0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0475
 QN0475  HISTORY     - Date     Condition        Report By
 QN0475  HISTORY     - 1952     MONUMENTED       CGS
 QN0475  HISTORY     - 1961     GOOD             USGS
 QN0475
 QN0475                          STATION DESCRIPTION
 QN0475
 QN0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QN0475'THE STATION IS LOCATED ABOUT 2.5 MILES NORTH-NORTHEAST OF
 QN0475'RIB LAKE AND 8 MILES SOUTHEAST OF OMEGA ON A SMALL KNOLL OF
 QN0475'PASTURE LAND OWNED BY GEORGE HANKE.
 QN0475'
 QN0475'TO REACH THE STATION FROM RIB LAKE, GO EAST ON STATE HIGHWAY
 QN0475'102 FOR 2.0 MILES TO A CROSSROADS.  TURN LEFT, GO NORTH 2.0
 QN0475'MILES TO A CROSSROADS AND THE AZIMUTH MARK ON THE RIGHT AS
 QN0475'DESCRIBED BELOW.  TURN LEFT, GO WEST 0.7 MILE TO THE END OF
 QN0475'THE ROAD AT THE GEORGE HANKE RESIDENCE.  PASS THROUGH A GATE
 QN0475'IN A NORTH-SOUTH FENCELINE AT GARAGE AND GO SOUTHEAST 0.5
 QN0475'MILE TO TOP OF GRASSY KNOLL AND STATION.
 QN0475'
 QN0475'THE STATION MARK IS STAMPED HANKE 1952.  IT IS A STANDARD DISK
 QN0475'SET IN A CONCRETE MONUMENT THAT IS 1 FOOT BELOW THE GROUND LEVEL.
 QN0475'IT IS 68 FEET NORTH OF THE CENTERLINE OF A GRAVEL ROAD,
 QN0475'52 FEET NORTH OF A WIRE FENCE AND 48 FEET NORTH OF A POWERLINE
 QN0475'POLE.
 QN0475'
 QN0475'REFERENCE MARK 1 IS STAMPED HANKE NO 1 1952.  IT IS A STANDARD
 QN0475'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 8 INCHES, IS
 QN0475'17 FEET NORTH OF THE CENTERLINE OF A GRAVEL ROAD AND 1 FOOT
 QN0475'NORTH OF A WIRE FENCE.
 QN0475'
 QN0475'REFERENCE MARK 2 IS STAMPED HANKE NO 2 1952.  IT IS A STANDARD
 QN0475'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 8 INCHES, IS
 QN0475'17 FEET NORTH OF THE CENTERLINE OF A GRAVEL ROAD AND 1 FOOT
 QN0475'NORTH OF A WIRE FENCE.
 QN0475'
 QN0475'THE AZIMUTH MARK IS STAMPED HANKE 1952.  IT IS A STANDARD DISK
 QN0475'SET IN A CONCRETE MONUMENT THAT PROJECTS 4 INCHES, IS 36 FEET
 QN0475'SOUTHEAST OF A CROSSROADS, 12 FEET WEST OF A POWERLINE POLE
 QN0475'AND 4 FEET NORTH OF A WHITE WITNESS POST.
 QN0475'
 QN0475'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 QN0475
 QN0475                          STATION RECOVERY (1961)
 QN0475
 QN0475'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 QN0475'STATION MARK WAS FOUND IN GOOD CONDITION.  DUE TO CHANGES IN
 QN0475'THE TERRAIN BY ROAD CONSTRUCTION, THE DESCRIPTION IS REVISED
 QN0475'AS FOLLOWS--THE STATION IS 71 FEET N OF THE CENTER LINE OF A
 QN0475'GRAVEL ROAD, 51 FEET N AND 3 FEET W OF A POWER POLE AND ONE
 QN0475'FOOT W OF A WHITE WITNESS POST.  MARK IS STAMPED HANKE 1952
 QN0475'AND IS A STANDARD DISK SET IN CONCRETE MONUMENT ONE FOOT
 QN0475'BELOW THE GROUND LEVEL.
 QN0475'
 QN0475'R.M. 1 AND R.M. 2 HAVE BEEN DESTROYED BY ROAD CONSTRUCTION AND
 QN0475'WERE LYING ON THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1319 ***********************************************************************
 NH1319  DESIGNATION -  HANOVER
 NH1319  PID         -  NH1319
 NH1319  STATE/COUNTY-  WI/ROCK
 NH1319  USGS QUAD   -  JANESVILLE WEST (1976)
 NH1319
 NH1319                         *CURRENT SURVEY CONTROL
 NH1319  ___________________________________________________________________
 NH1319* NAD 83(1991)-  42 38 01.40866(N)    089 05 25.34752(W)     ADJUSTED  
 NH1319* NAVD 88     -       262.     (meters)     860.     (feet)  SCALED    
 NH1319  ___________________________________________________________________
 NH1319  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 NH1319  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 NH1319
 NH1319  HORZ ORDER  -  THIRD
 NH1319
 NH1319.The horizontal coordinates were established by classical geodetic methods
 NH1319.and adjusted by the National Geodetic Survey in November 1991..
 NH1319
 NH1319.The orthometric height was scaled from a topographic map.
 NH1319
 NH1319.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1319
 NH1319.The geoid height was determined by GEOID03.
 NH1319
 NH1319;                    North         East     Units Scale Factor Converg.
 NH1319;SPC WI S     -    70,808.817   674,610.933   MT  1.00002157   +0 37 30.0
 NH1319;SPC WI S     -   232,311.93  2,213,286.04   sFT  1.00002157   +0 37 30.0
 NH1319;UTM  16      - 4,722,259.995   328,605.284   MT  0.99996143   -1 24 58.2
 NH1319
 NH1319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1319!SPC WI S     -   0.99996422  x   1.00002157  =   0.99998579
 NH1319!UTM  16      -   0.99996422  x   0.99996143  =   0.99992565
 NH1319
 NH1319|---------------------------------------------------------------------|
 NH1319| PID    Reference Object                     Distance      Geod. Az  |
 NH1319|                                                           dddmmss.s |
 NH1319| CJ7903 VICTORY PP 1                        180.716 METERS 00206     |
 NH1319| NH1323 JANESVILLE RADIO STA WCLO MAST      APPROX. 4.9 KM 0534429.2 |
 NH1319| CI9718 HANOVER AZ MK                                      0562308.0 |
 NH1319| CI9719 HANOVER RM 1                         13.877 METERS 09031     |
 NH1319| CI9720 HANOVER RM 2                         11.316 METERS 18024     |
 NH1319|---------------------------------------------------------------------|
 NH1319
 NH1319                          SUPERSEDED SURVEY CONTROL
 NH1319
 NH1319  NAD 83(1986)-  42 38 01.40428(N)    089 05 25.35089(W) AD(       ) 3
 NH1319  NAD 27      -  42 38 01.37170(N)    089 05 24.94450(W) AD(       ) 3
 NH1319
 NH1319.Superseded values are not recommended for survey control.
 NH1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1319.See file dsdata.txt to determine how the superseded data were derived.
 NH1319
 NH1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2860522260(NAD 83)
 NH1319_MARKER: DS = TRIANGULATION STATION DISK
 NH1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1319
 NH1319  HISTORY     - Date     Condition        Report By
 NH1319  HISTORY     - 1957     MONUMENTED       CGS
 NH1319  HISTORY     - 19950930 GOOD             USPSQD
 NH1319  HISTORY     - 20010331 GOOD             NGS
 NH1319
 NH1319                          STATION DESCRIPTION
 NH1319
 NH1319'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1319'THE STATION IS ABOUT 3-1/2 MILES SOUTHWEST OF JANESVILLE,
 NH1319'AND ABOUT 6 MILES SOUTHEAST OF FOOTSVILLE.  IT IS ON THE
 NH1319'ROAD RIGHT-OF-WAY, AT THE EAST EDGE OF A CULTIVATED FIELD.
 NH1319'IT IS 22 FEET WEST OF THE CENTERLINE OF TRACEY ROAD, 6 FEET
 NH1319'SOUTH OF A WHITE WITNESS POST, AND 6 FEET NORTH OF A TELEPHONE
 NH1319'POLE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED HANOVER
 NH1319'1957.
 NH1319'
 NH1319'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 NH1319'51 (MILWAUKEE STREET) AND PLEASANT STREET IN JANESVILLE,
 NH1319'GO WEST ON PLEASANT STREET FOR 0.25 MILE TO STATE HIGHWAY
 NH1319'11.  CONTINUE WEST ON HIGHWAY 11 (PLEASANT STREET) 2.15
 NH1319'MILES TO A SIDE ROAD LEFT.  TURN LEFT, SOUTH ON HAYNER ROAD
 NH1319'AND GO 2.9 MILES TO T-ROAD.  TURN RIGHT, WEST ON TRIPP ROAD
 NH1319'AND GO 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 NH1319'WEST ON TRIPP ROAD 0.2 MILE TO A SIDE ROAD LEFT.  TURN LEFT,
 NH1319'SOUTH ON TRACEY ROAD AND GO 0.1 MILE TO STATION ON RIGHT.
 NH1319'
 NH1319'REFERENCE MARK 1 IS 23 FEET EAST OF THE CENTERLINE OF TRACEY
 NH1319'ROAD, AND 1 FOOT WEST OF A WIRE FENCE.  THE MONUMENT IS
 NH1319'FLUSH AND THE DISK IS STAMPED HANOVER NO 1 1957.
 NH1319'
 NH1319'REFERENCE MARK 2 IS 22 FEET WEST OF THE CENTERLINE OF TRACEY
 NH1319'ROAD, AND 31 FEET SOUTH OF A TELEPHONE POLE.  THE MONUMENT
 NH1319'IS FLUSH AND THE DISK IS STAMPED HANOVER NO 2 1957.
 NH1319'
 NH1319'THE AZIMUTH MARK IS 26 FEET SOUTH OF THE CENTERLINE OF TRIPP
 NH1319'ROAD, 3 FEET WEST OF A WHITE WITNESS POST, AND 1 FOOT NORTH
 NH1319'OF A WIRE FENCE.  THE MONUMENT PROJECTS 3 INCHES AND THE
 NH1319'DISK IS STAMPED HANOVER 1957.
 NH1319'
 NH1319'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NH1319
 NH1319                          STATION RECOVERY (1995)
 NH1319
 NH1319'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1319'RECOVERED IN GOOD CONDITION.
 NH1319
 NH1319                          STATION RECOVERY (2001)
 NH1319
 NH1319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1319'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4881 ***********************************************************************
 DG4881  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4881  DESIGNATION -  HANOVER GPS
 DG4881  PID         -  DG4881
 DG4881  STATE/COUNTY-  WI/ROCK
 DG4881  USGS QUAD   -  JANESVILLE WEST (1976)
 DG4881
 DG4881                         *CURRENT SURVEY CONTROL
 DG4881  ___________________________________________________________________
 DG4881* NAD 83(1997)-  42 39 41.26010(N)    089 04 51.85587(W)     ADJUSTED  
 DG4881* NAVD 88     -       252.53   (meters)     828.5    (feet)  GPS OBS   
 DG4881  ___________________________________________________________________
 DG4881  X           -      75,339.760 (meters)                     COMP
 DG4881  Y           -  -4,697,077.234 (meters)                     COMP
 DG4881  Z           -   4,300,069.554 (meters)                     COMP
 DG4881  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 DG4881  ELLIP HEIGHT-         218.73  (meters)          (04/02/04) GPS OBS
 DG4881  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 DG4881
 DG4881  HORZ ORDER  -  FIRST
 DG4881  ELLP ORDER  -  FOURTH    CLASS I
 DG4881
 DG4881.The horizontal coordinates were established by GPS observations
 DG4881.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4881
 DG4881.The orthometric height was determined by GPS observations and a
 DG4881.high-resolution geoid model using precise GPS observation and
 DG4881.processing techniques.
 DG4881
 DG4881.Photographs are available for this station.
 DG4881
 DG4881.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4881
 DG4881.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4881
 DG4881.The ellipsoidal height was determined by GPS observations
 DG4881.and is referenced to NAD 83.
 DG4881
 DG4881.The geoid height was determined by GEOID03.
 DG4881
 DG4881;                    North         East     Units Scale Factor Converg.
 DG4881;SPC WI S     -    73,898.188   675,340.035   MT  1.00001527   +0 37 53.0
 DG4881;SPC WI S     -   242,447.64  2,215,678.10   sFT  1.00001527   +0 37 53.0
 DG4881;UTM  16      - 4,725,321.251   329,443.932   MT  0.99995790   -1 24 38.2
 DG4881
 DG4881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4881!SPC WI S     -   0.99996570  x   1.00001527  =   0.99998097
 DG4881!UTM  16      -   0.99996570  x   0.99995790  =   0.99992360
 DG4881
 DG4881                          SUPERSEDED SURVEY CONTROL
 DG4881
 DG4881.No superseded survey control is available for this station.
 DG4881
 DG4881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2944425321(NAD 83)
 DG4881_MARKER: DD = SURVEY DISK
 DG4881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4881_STAMPING: HANOVER GPS 2002
 DG4881_MARK LOGO: WIDT  
 DG4881_PROJECTION: FLUSH
 DG4881_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4881+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2004
 DG4881
 DG4881  HISTORY     - Date     Condition        Report By
 DG4881  HISTORY     - 2001     MONUMENTED       WIDT
 DG4881  HISTORY     - 20040411 GOOD             USPSQD
 DG4881
 DG4881                          STATION DESCRIPTION
 DG4881
 DG4881'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4881'THE STATION IS LOCATED ABOUT 17 KM WEST-NORTHWEST OF BELOIT, 10 KM
 DG4881'EAST OF FOOTVILLE AND 6 KM WEST-SOUTHWEST OF JANESVILLE.
 DG4881'OWNERSHIP--TOWN OF ROCK.  TO REACH THE STATION FROM THE JUNCTION OF
 DG4881'STATE HIGHWAY 11 WITH COUNTY HIGHWAY H (OLD STATE HIGHWAY 184)  ABOUT
 DG4881'10 KM WEST OF THE CITY OF JANESVILLE, GO EAST ON STATE HIGHWAY 11 FOR
 DG4881'2.9 KM TO WEST ROCKPORT ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTHWEST
 DG4881'THEN EAST ON WEST ROCKPORT ROAD FOR 2.9 KM TO SOUTH HAYNER ROAD ON THE
 DG4881'RIGHT, TURN RIGHT AND GO SOUTH ON SOUTH HAYNER ROAD FOR 1.1 KM TO THE
 DG4881'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DG4881'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DG4881'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL
 DG4881'WITH THE ROAD  PAVEMENT.  THE STATION IS 7.0 M WEST OF THE CENTERLINE
 DG4881'OF SOUTH HAYNER ROAD, 0.5 KM NORTH OF W HANOVER ROAD, 58 M SOUTH OF A
 DG4881'FIELD ENTRANCE, 41.5 M SOUTH SOUTHWEST OF POWER POLE --2-12-4 27/17--,
 DG4881'AND 2 M EAST OF A CULTIVATED FIELD.  ---NOTE---THE STATION IS
 DG4881'NORTH-NORTHWEST, SOUTH-SOUTHWEST AND EAST OF A 4X4 ORANGE PLASTIC
 DG4881'WITNESS POST.  ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DG4881'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DG4881' 
 DG4881'
 DG4881
 DG4881                          STATION RECOVERY (2004)
 DG4881
 DG4881'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DG4881'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0004 ***********************************************************************
 PN0004  DESIGNATION -  HANSEN
 PN0004  PID         -  PN0004
 PN0004  STATE/COUNTY-  WI/OCONTO
 PN0004  USGS QUAD   -  GILLETT (1974)
 PN0004
 PN0004                         *CURRENT SURVEY CONTROL
 PN0004  ___________________________________________________________________
 PN0004* NAD 83(1991)-  44 58 02.01686(N)    088 21 20.24976(W)     ADJUSTED  
 PN0004* NAVD 88     -       263.342  (meters)     863.98   (feet)  ADJUSTED  
 PN0004  ___________________________________________________________________
 PN0004  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 PN0004  GEOID HEIGHT-         -36.03  (meters)                     GEOID03
 PN0004  DYNAMIC HT  -         263.315 (meters)     863.89  (feet)  COMP
 PN0004  MODELED GRAV-     980,511.1   (mgal)                       NAVD 88
 PN0004
 PN0004  HORZ ORDER  -  FIRST
 PN0004  VERT ORDER  -  FIRST     CLASS II
 PN0004
 PN0004.The horizontal coordinates were established by classical geodetic methods
 PN0004.and adjusted by the National Geodetic Survey in November 1991..
 PN0004
 PN0004.The orthometric height was determined by differential leveling
 PN0004.and adjusted by the National Geodetic Survey in June 1991..
 PN0004
 PN0004.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0004
 PN0004.The geoid height was determined by GEOID03.
 PN0004
 PN0004.The dynamic height is computed by dividing the NAVD 88
 PN0004.geopotential number by the normal gravity value computed on the
 PN0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0004.degrees latitude (g = 980.6199 gals.).
 PN0004
 PN0004.The modeled gravity was interpolated from observed gravity values.
 PN0004
 PN0004;                    North         East     Units Scale Factor Converg.
 PN0004;SPC WI C     -   127,310.566   729,711.267   MT  0.99994196   +1 09 36.8
 PN0004;SPC WI C     -   417,684.75  2,394,061.05   sFT  0.99994196   +1 09 36.8
 PN0004;UTM  16      - 4,980,203.579   393,095.100   MT  0.99974053   -0 57 29.2
 PN0004
 PN0004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0004!SPC WI C     -   0.99996436  x   0.99994196  =   0.99990632
 PN0004!UTM  16      -   0.99996436  x   0.99974053  =   0.99970490
 PN0004
 PN0004:                Primary Azimuth Mark                     Grid Az
 PN0004:SPC WI C     -  OTTO                                     158 22 24.5
 PN0004:UTM  16      -  OTTO                                     160 29 30.5
 PN0004
 PN0004|---------------------------------------------------------------------|
 PN0004| PID    Reference Object                     Distance      Geod. Az  |
 PN0004|                                                           dddmmss.s |
 PN0004| PN0703 OTTO                                APPROX. 6.7 KM 1593201.3 |
 PN0004| CJ5054 HANSEN RM                            33.670 METERS 33119     |
 PN0004|---------------------------------------------------------------------|
 PN0004
 PN0004                          SUPERSEDED SURVEY CONTROL
 PN0004
 PN0004  NAD 83(1986)-  44 58 02.05576(N)    088 21 20.22689(W) AD(       ) 1
 PN0004  NAD 27      -  44 58 02.08200(N)    088 21 19.88100(W) AD(       ) 1
 PN0004  NGVD 29 (??/??/92)  263.350  (m)          864.01   (f) ADJ UNCH    1 2
 PN0004
 PN0004.Superseded values are not recommended for survey control.
 PN0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0004.See file dsdata.txt to determine how the superseded data were derived.
 PN0004
 PN0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9309580204(NAD 83)
 PN0004_MARKER: DS = TRIANGULATION STATION DISK
 PN0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0004_STAMPING: HANSEN 1921
 PN0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0004+STABILITY: SURFACE MOTION
 PN0004
 PN0004  HISTORY     - Date     Condition        Report By
 PN0004  HISTORY     - 1921     MONUMENTED       CGS
 PN0004  HISTORY     - 1921     GOOD             CGS
 PN0004  HISTORY     - 1974     SEE DESCRIPTION  USGS
 PN0004  HISTORY     - 1985     MARK NOT FOUND   NGS
 PN0004  HISTORY     - 20051130 MARK NOT FOUND   WIDT
 PN0004
 PN0004                          STATION DESCRIPTION
 PN0004
 PN0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 PN0004'STATION IS ABOUT 2-1/4 MILES S OF SURING, 350 METERS S OF
 PN0004'ROAD CROSSING, 150 METERS S OF NELS HANSENS RESIDENCE, 200
 PN0004'METERS N OF MILEPOST G.B. 39 ON THE W SIDE OF THE CHICAGO
 PN0004'AND NORTHWESTERN RAILWAY, 9.56 METERS (31.37 FEET) W OF THE
 PN0004'W RAIL.
 PN0004'
 PN0004'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 PN0004'CONCRETE, AS DESCRIBED IN NOTES 1A AND 11A.
 PN0004'
 PN0004'UNDERGROUND MARK IS A STANDARD REFERENCE MARK TABLET, SET IN
 PN0004'CONCRETE.
 PN0004'
 PN0004'REFERENCE MARK IS ON THE W SIDE OF THE TRACKS 0.15 METER E
 PN0004'OF THE PROPERTY LINE FENCE.
 PN0004
 PN0004                          STATION RECOVERY (1921)
 PN0004
 PN0004'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921
 PN0004'2.2 MI S FROM SURING.
 PN0004'2-1/4 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PN0004'FROM SURING, OCONTO COUNTY, 350 YARDS SOUTH OF AN EAST-AND-WEST
 PN0004'ROAD CROSSING, 219 YARDS NORTH OF MILEPOST GB 39, ABOUT 350
 PN0004'FEET SOUTH OF THE NELS HANSEN RESIDENCE, 1/2 FOOT EAST OF THE
 PN0004'WEST PROPERTY-LINE FENCE, AND 31.4 FEET WEST OF THE WEST RAIL.
 PN0004'A STANDARD TRIANGULATION-STATION DISK, STAMPED HANSEN 1921 AND
 PN0004'SET IN THE TOP OF A CONCRETE POST.
 PN0004
 PN0004                          STATION RECOVERY (1974)
 PN0004
 PN0004'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 PN0004'STATION NOT FOUND.
 PN0004'
 PN0004'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/4
 PN0004'MI S ALONG RR FROM SURING.
 PN0004
 PN0004                          STATION RECOVERY (1985)
 PN0004
 PN0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0004'MARK NOT FOUND.
 PN0004
 PN0004                          STATION RECOVERY (2005)
 PN0004
 PN0004'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0004'MARK NOT FOUND.  ADD THE PUBLISHED DISTANCES INTERSECT AT A POINT, BUT
 PN0004'NO EVIDENCE OF THE STATION WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0731 ***********************************************************************
 RM0731  DESIGNATION -  HANSON
 RM0731  PID         -  RM0731
 RM0731  STATE/COUNTY-  WI/ASHLAND
 RM0731  USGS QUAD   -  ASHLAND EAST (1975)
 RM0731
 RM0731                         *CURRENT SURVEY CONTROL
 RM0731  ___________________________________________________________________
 RM0731* NAD 83(1991)-  46 35 08.23755(N)    090 49 08.95623(W)     ADJUSTED  
 RM0731* NAVD 88     -       215.     (meters)     705.     (feet)  SCALED    
 RM0731  ___________________________________________________________________
 RM0731  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 RM0731  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 RM0731
 RM0731  HORZ ORDER  -  FIRST
 RM0731
 RM0731.The horizontal coordinates were established by classical geodetic methods
 RM0731.and adjusted by the National Geodetic Survey in March 1999..
 RM0731
 RM0731.The orthometric height was scaled from a topographic map.
 RM0731
 RM0731.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0731
 RM0731.The geoid height was determined by GEOID03.
 RM0731
 RM0731;                    North         East     Units Scale Factor Converg.
 RM0731;SPC WI N     -   158,036.413   537,221.228   MT  0.99997192   -0 35 27.3
 RM0731;SPC WI N     -   518,491.13  1,762,533.31   sFT  0.99997192   -0 35 27.3
 RM0731;UTM  15      - 5,161,427.688   667,075.344   MT  0.99994312   +1 35 04.3
 RM0731
 RM0731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0731!SPC WI N     -   0.99997127  x   0.99997192  =   0.99994319
 RM0731!UTM  15      -   0.99997127  x   0.99994312  =   0.99991439
 RM0731
 RM0731:                Primary Azimuth Mark                     Grid Az
 RM0731:SPC WI N     -  CHEQUAMEGON POINT BEACON RED             003 15 45.7
 RM0731:UTM  15      -  CHEQUAMEGON POINT BEACON RED             001 05 14.1
 RM0731
 RM0731|---------------------------------------------------------------------|
 RM0731| PID    Reference Object                     Distance      Geod. Az  |
 RM0731|                                                           dddmmss.s |
 RM0731| RM0723 CHEQUAMEGON POINT BEACON RED        APPROX.15.9 KM 0024018.4 |
 RM0731| RM0722 CHEQUAMEGON PT LH WHITE LIGHT       APPROX.16.1 KM 0091747.0 |
 RM0731| RM0719 ODANAH ST MARYS CATHOLIC CH         APPROX. 9.6 KM 0743503.4 |
 RM0731| CJ2604 HANSON RM 1                         116.770 METERS 17939     |
 RM0731| CJ2605 HANSON RM 2                          84.658 METERS 26224     |
 RM0731| RM0744 ASHLAND AM BLACK GRANITE STK        APPROX. 6.5 KM 2635139.2 |
 RM0731| RM0743 ASHLAND BEASER GRAMMAR SCH CUP      APPROX. 5.8 KM 2652030.0 |
 RM0731| RM0733 ASHLAND ABANDONED DISTILL STK       APPROX. 6.5 KM 2660037.3 |
 RM0731| RM0735 ASHLAND HIGH SCHOOL CUPOLA          APPROX. 4.4 KM 2682645.0 |
 RM0731| RM0747 ASHLAND LAKE SUPERIOR PWR STK       APPROX. 6.3 KM 2713839.1 |
 RM0731| RM0741 ASHLAND ZION EVAN LUTH CHURCH       APPROX. 4.6 KM 2715604.6 |
 RM0731| RM0737 ASHLAND ST AGNES CATH CHURCH        APPROX. 4.9 KM 2800002.7 |
 RM0731| RM0746 ASHLAND ST JOSEPH HOSP CUP          APPROX. 4.8 KM 2803339.9 |
 RM0731| RM0738 ASHLAND HOLY FAMILY CATH CH         APPROX. 4.6 KM 2830556.7 |
 RM0731| RM0739 BARKSDALE DU PONT POWDER STACK      APPROX.11.0 KM 2914626.0 |
 RM0731| CJ2603 HANSON AZ MK                                       3191947.7 |
 RM0731| RM0721 ASHLAND BREAKWATER LIGHTHOUSE       APPROX. 6.1 KM 3201634.6 |
 RM0731|---------------------------------------------------------------------|
 RM0731
 RM0731                          SUPERSEDED SURVEY CONTROL
 RM0731
 RM0731  NAD 83(1991)-  46 35 08.23746(N)    090 49 08.95583(W) AD(       ) 1
 RM0731  NAD 83(1986)-  46 35 08.23166(N)    090 49 08.95109(W) AD(       ) 1
 RM0731  NAD 27      -  46 35 08.42600(N)    090 49 08.27100(W) AD(       ) 1
 RM0731
 RM0731.Superseded values are not recommended for survey control.
 RM0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0731.See file dsdata.txt to determine how the superseded data were derived.
 RM0731
 RM0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6707561428(NAD 83)
 RM0731_MARKER: DS = TRIANGULATION STATION DISK
 RM0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0731
 RM0731  HISTORY     - Date     Condition        Report By
 RM0731  HISTORY     - 1939     MONUMENTED       CGS
 RM0731  HISTORY     - 1953     GOOD             CGS
 RM0731  HISTORY     - 1977     SEE DESCRIPTION  NGS
 RM0731  HISTORY     - 20020617 MARK NOT FOUND   USPSQD
 RM0731
 RM0731                          STATION DESCRIPTION
 RM0731
 RM0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 RM0731'THREE MILES EAST OF ASHLAND, IN THE NORTHWEST QUARTER OF SEC. 1,
 RM0731'T. 47 N., R. 4 W., AND JUST SOUTHEAST OF THE FRED HANSON FARMHOUSE.
 RM0731'IT IS 95.5 FEET EAST OF THE SOUTHEAST CORNER OF A SMALL SHED AND
 RM0731'95 FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE SHED.
 RM0731'THE MARK IS SET 18 INCHES BELOW THE SURFACE OF THE GROUND AND
 RM0731'IS STAMPED HANSON 1939.
 RM0731'
 RM0731'TO REACH FROM THE KNIGHT HOTEL IN ASHLAND, GO EAST ON SECOND
 RM0731'STREET FOR 0.7 MILE TO 11TH AVENUE EAST, TURN RIGHT ON 11TH AVENUE
 RM0731'EAST AND GO 0.7 MILE, TURN LEFT AND FOLLOW THE MAIN ROAD EAST FOR
 RM0731'1.9 MILES TO THE DRIVEWAY TO THE HOME OF FRED HANSON ON THE RIGHT,
 RM0731'TURN RIGHT INTO DRIVE AND PASS TO THE EAST OF THE HOUSE TO A GATE
 RM0731'AT THE BARN, GO THROUGH THIS GATE AND ACROSS THE BARN LOT TO A
 RM0731'GATE AT THE EAST SIDE OF THE BARN, GO THROUGH THIS GATE AND GO
 RM0731'SOUTHEAST ACROSS THE PASTURE FOR 0.15 MILE TO THE STATION.
 RM0731'
 RM0731'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RM0731'BRONZE DISKS SET IN CONCRETE.
 RM0731'AZIMUTH AND REFERENCE MARKS ARE WITNESSED
 RM0731'BY 4- BY 4-INCH WHITE WOODEN POSTS WHICH PROJECT APPROXIMATELY
 RM0731'2.5 FEET ABOVE THE GROUND.
 RM0731'
 RM0731'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION, IN AN EAST-WEST
 RM0731'FENCE, 20 FEET WEST OF THE WEST EDGE OF A SMALL POND, PROJECTS
 RM0731'4 INCHES ABOVE THE GROUND AND IS STAMPED HANSON NO 1 1939.
 RM0731'
 RM0731'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF THE STATION, IN THE
 RM0731'NORTH-SOUTH FENCE LINE, PROJECTS 6 INCHES ABOVE THE GROUND AND
 RM0731'IS STAMPED HANSON NO 2 1939.
 RM0731'
 RM0731'AZIMUTH MARK IS NORTHWEST OF THE STATION, IN THE EAST FENCE OF A
 RM0731'NORTH-AND-SOUTH ROAD, 64 YARDS NORTH OF THE ROAD INTERSECTION
 RM0731'AND 23 FEET EAST OF THE CENTER LINE OF THE ROAD.  THE MARK PROJECTS
 RM0731'6 INCHES ABOVE THE GROUND AND IS STAMPED HANSON 1939.
 RM0731'
 RM0731'A 64-FOOT TOWER IS NEEDED TO SEE ALL LINES.
 RM0731'
 RM0731'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 RM0731
 RM0731                          STATION RECOVERY (1953)
 RM0731
 RM0731'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 RM0731'THE STATION WAS RECOVERED AS DESCRIBED IN 1939 AND ALL MARKS WERE
 RM0731'FOUND IN GOOD CONDITION.  THE 1939 DESCRIPTION IS ADEQUATE.
 RM0731'THE DISTANCE TO REFERENCE MARK NO 1 AND THE DIRECTION TO REFERENCE
 RM0731'MARK NO. 2 DID NOT CHECK WITH THE 1939 DATA.
 RM0731'
 RM0731'THE 1953 OBSERVATIONS WAS MADE FROM A 90 FOOT STEEL TOWER.
 RM0731
 RM0731                          STATION RECOVERY (1977)
 RM0731
 RM0731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 RM0731'STATION MARK WAS RECOVERED ABOUT 1 FOOT BELOW THE SURFACE OF THE
 RM0731'GROUND, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 RM0731'RECOVERED AND FOUND IN GOOD CONDITION.  MR. BILL RIVERS LIVES AT
 RM0731'THE HOUSE IN DESCRIPTIONS.
 RM0731'
 RM0731'TO REACH FROM THE KNIGHT HOTEL IN ASHLAND, GO EAST ON SECOND
 RM0731'STREET FOR 0.7 MILE TO 11TH AVENUE EAST.  TURN RIGHT ON 11TH
 RM0731'AVENUE EAST FOR 0.7 MILE.  BEAR LEFT AND GO FOR 1.75 MILE TO A
 RM0731'CROSS ROADS.  CONTINUE AHEAD FOR 0.15 MILE TO A DRIVE WAY ON THE
 RM0731'RIGHT.  TURN RIGHT AND GO FOR 0.05 MILE TO A BARN AND HOUSE.
 RM0731'PASS BETWEEN THE BARN AND HOUSE AND GO FOR 0.15 MILE TO TOP OF
 RM0731'RISE AND STATION NEAR THE HIGHEST PART OF RISE.  TO REACH THE
 RM0731'AZIMUTH MARK FROM CROSS ROADS.  TURN LEFT AND GO 0.05 MILE TO
 RM0731'THE AZIMUTH MARK ON THE RIGHT.
 RM0731'
 RM0731'TOWER WOULD BE REQUIRED AT THIS STATION.
 RM0731'
 RM0731'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RM0731'ABOUT 3 MILES E OF ASHLAND.
 RM0731
 RM0731                          STATION RECOVERY (2002)
 RM0731
 RM0731'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0731'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0509 ***********************************************************************
 QL0509  DESIGNATION -  HARBOR
 QL0509  PID         -  QL0509
 QL0509  STATE/COUNTY-  WI/DOOR
 QL0509  USGS QUAD   -  EGG HARBOR (1982)
 QL0509
 QL0509                         *CURRENT SURVEY CONTROL
 QL0509  ___________________________________________________________________
 QL0509* NAD 83(1991)-  45 03 54.96220(N)    087 15 56.62556(W)     ADJUSTED  
 QL0509* NAVD 88     -       235.     (meters)     771.     (feet)  SCALED    
 QL0509  ___________________________________________________________________
 QL0509  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 QL0509  GEOID HEIGHT-         -37.05  (meters)                     GEOID03
 QL0509
 QL0509  HORZ ORDER  -  THIRD
 QL0509
 QL0509.The horizontal coordinates were established by classical geodetic methods
 QL0509.and adjusted by the National Geodetic Survey in November 1991..
 QL0509
 QL0509.The orthometric height was scaled from a topographic map.
 QL0509
 QL0509.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0509
 QL0509.The geoid height was determined by GEOID03.
 QL0509
 QL0509;                    North         East     Units Scale Factor Converg.
 QL0509;SPC WI C     -   140,516.962   815,291.404   MT  0.99994614   +1 55 45.3
 QL0509;SPC WI C     -   461,012.73  2,674,835.21   sFT  0.99994614   +1 55 45.3
 QL0509;UTM  16      - 4,990,235.151   479,080.256   MT  0.99960538   -0 11 17.2
 QL0509
 QL0509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0509!SPC WI C     -   0.99996897  x   0.99994614  =   0.99991511
 QL0509!UTM  16      -   0.99996897  x   0.99960538  =   0.99957436
 QL0509
 QL0509|---------------------------------------------------------------------|
 QL0509| PID    Reference Object                     Distance      Geod. Az  |
 QL0509|                                                           dddmmss.s |
 QL0509| CJ5056 HARBOR RM 1                          21.309 METERS 13118     |
 QL0509| CJ5055 HARBOR AZ MK                                       1821640.9 |
 QL0509| CJ5057 HARBOR RM 2                          22.162 METERS 22208     |
 QL0509|---------------------------------------------------------------------|
 QL0509
 QL0509                          SUPERSEDED SURVEY CONTROL
 QL0509
 QL0509  NAD 83(1986)-  45 03 54.95978(N)    087 15 56.61961(W) AD(       ) 3
 QL0509  NAD 27      -  45 03 54.99300(N)    087 15 56.23800(W) AD(       ) 3
 QL0509
 QL0509.Superseded values are not recommended for survey control.
 QL0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0509.See file dsdata.txt to determine how the superseded data were derived.
 QL0509
 QL0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ7908090235(NAD 83)
 QL0509_MARKER: DS = TRIANGULATION STATION DISK
 QL0509_SETTING: 66 = SET IN ROCK OUTCROP
 QL0509_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 QL0509
 QL0509  HISTORY     - Date     Condition        Report By
 QL0509  HISTORY     - 1953     MONUMENTED       CGS
 QL0509
 QL0509                          STATION DESCRIPTION
 QL0509
 QL0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 QL0509'STATION IS LOCATED IN THE NORTH CORNER OF THE PROCTOR ORCHARDS ALONG
 QL0509'THE SOUTHEAST SIDE OF STATE
 QL0509'HIGHWAY 42 ABOUT 1-1/2 MILE NORTHEAST OF EGG HARBOR AND 0.15 MILE
 QL0509'NORTHEAST OF THE ORCHARD
 QL0509'BUILDINGS.  IT IS 72 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY,
 QL0509'41 FEET NORTHEAST OF AN 8 INCH APPLE TREE
 QL0509'AND DIRECTLY UNDER A WHITE WITNESS POST.
 QL0509'THE MARK IS 14 INCHES UNDERGROUND AND THE DISK IS STAMPED
 QL0509'HARBOR 1953.
 QL0509'
 QL0509'REFERENCE MARK NO. 1 IS 152 FEET SOUTHEAST OF THE CENTER OF THE
 QL0509'HIGHWAY.  THE DISK IS SET
 QL0509'FLUSH IN A DRILL HOLE IN OUTCROPPING BEDROCK AND IS STAMPED HARBOR NO
 QL0509'1 1953.
 QL0509'
 QL0509'REFERENCE MARK NO. 2 IS 70 FEET SOUTHEAST OF THE CENTER OF THE
 QL0509'HIGHWAY AND 34 FEET
 QL0509'SOUTHEAST OF A LARGE APPLE TREE.  THE DISK IS SET FLUSH IN A LARGE
 QL0509'SHELF OF OUTCROPPING BEDROCK
 QL0509'AND IT IS STAMPED HARBOR NO 2 1953.
 QL0509'
 QL0509'AZIMUTH MARK IS IN A THICKET OF SMALL TREES, 25 FEET SOUTH OF THE
 QL0509'SOUTH END OF THE ORCHARD, 8
 QL0509'FEET NORTH OF A FENCE AND 2 FEET NORTH OF A WHITE WITNESS POST.  THE
 QL0509'MARK PROJECTS ABOUT 4 INCHES AND
 QL0509'THE DISK IS STAMPED HARBOR 1953.
 QL0509'
 QL0509'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 AND COUNTY
 QL0509'HIGHWAY G IN EGG HARBOR, GO
 QL0509'NORTH AND NORTHEAST ON HIGHWAY 42 FOR 1.4 MILE TO THE STATION ON THE
 QL0509'RIGHT AT THE NORTH END OF THE
 QL0509'ORCHARD.
 QL0509'
 QL0509'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH BETWEEN TWO ROWS
 QL0509'OF FRUIT TREES FOR ABOUT
 QL0509'0.3 MILE TO THE MARK AT THE SOUTH END OF THE ORCHARD AS DESCRIBED.
 QL0509'
 QL0509'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0201 ***********************************************************************
 QM0201  DESIGNATION -  HARDING
 QM0201  PID         -  QM0201
 QM0201  STATE/COUNTY-  WI/ONEIDA
 QM0201  USGS QUAD   -  STARKS (1982)
 QM0201
 QM0201                         *CURRENT SURVEY CONTROL
 QM0201  ___________________________________________________________________
 QM0201* NAD 83(1991)-  45 39 52.20463(N)    089 12 04.15750(W)     ADJUSTED  
 QM0201* NAVD 88     -       503.187  (meters)    1650.87   (feet)  ADJUSTED  
 QM0201  ___________________________________________________________________
 QM0201  LAPLACE CORR-          -5.26  (seconds)                    DEFLEC99
 QM0201  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 QM0201  DYNAMIC HT  -         503.155 (meters)    1650.77  (feet)  COMP
 QM0201  MODELED GRAV-     980,535.9   (mgal)                       NAVD 88
 QM0201
 QM0201  HORZ ORDER  -  FIRST
 QM0201  VERT ORDER  -  FIRST     CLASS II
 QM0201
 QM0201.The horizontal coordinates were established by classical geodetic methods
 QM0201.and adjusted by the National Geodetic Survey in November 1991..
 QM0201
 QM0201.The orthometric height was determined by differential leveling
 QM0201.and adjusted by the National Geodetic Survey in June 1991..
 QM0201.WARNING-Repeat measurements at this control monument indicate possible
 QM0201.vertical movement.
 QM0201
 QM0201.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0201
 QM0201.The geoid height was determined by GEOID03.
 QM0201
 QM0201.The dynamic height is computed by dividing the NAVD 88
 QM0201.geopotential number by the normal gravity value computed on the
 QM0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0201.degrees latitude (g = 980.6199 gals.).
 QM0201
 QM0201.The modeled gravity was interpolated from observed gravity values.
 QM0201
 QM0201;                    North         East     Units Scale Factor Converg.
 QM0201;SPC WI N     -    55,644.226   662,252.051   MT  0.99998368   +0 34 34.5
 QM0201;SPC WI N     -   182,559.43  2,172,738.60   sFT  0.99998368   +0 34 34.5
 QM0201;UTM  16      - 5,059,128.778   328,533.221   MT  0.99996147   -1 34 29.2
 QM0201
 QM0201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0201!SPC WI N     -   0.99992620  x   0.99998368  =   0.99990988
 QM0201!UTM  16      -   0.99992620  x   0.99996147  =   0.99988767
 QM0201
 QM0201:                Primary Azimuth Mark                     Grid Az
 QM0201:SPC WI N     -  MARIE                                    092 20 16.3
 QM0201:UTM  16      -  MARIE                                    094 29 20.0
 QM0201
 QM0201|---------------------------------------------------------------------|
 QM0201| PID    Reference Object                     Distance      Geod. Az  |
 QM0201|                                                           dddmmss.s |
 QM0201| QM0202 MARIE                               APPROX. 1.2 KM 0925450.8 |
 QM0201|---------------------------------------------------------------------|
 QM0201
 QM0201                          SUPERSEDED SURVEY CONTROL
 QM0201
 QM0201  NAD 83(1986)-  45 39 52.19812(N)    089 12 04.15526(W) AD(       ) 1
 QM0201  NAD 27      -  45 39 52.35900(N)    089 12 03.70700(W) AD(       ) 1
 QM0201  NGVD 29 (??/??/92)  503.194  (m)         1650.90   (f) ADJ UNCH    1 2
 QM0201
 QM0201.Superseded values are not recommended for survey control.
 QM0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0201.See file dsdata.txt to determine how the superseded data were derived.
 QM0201
 QM0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR2853359129(NAD 83)
 QM0201_MARKER: DS = TRIANGULATION STATION DISK
 QM0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0201
 QM0201  HISTORY     - Date     Condition        Report By
 QM0201  HISTORY     - 1921     MONUMENTED       CGS
 QM0201  HISTORY     - 1922     GOOD             NGS
 QM0201  HISTORY     - 1952     GOOD             CGS
 QM0201  HISTORY     - 1964     MARK NOT FOUND   USGS
 QM0201  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0201
 QM0201                          STATION DESCRIPTION
 QM0201
 QM0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0201'STATION IS ABOUT 1 MILE E OF STARKS, 65 METERS W OF MILEPOST 228,
 QM0201'135 METERS W OF RAILROAD CULVERT 228 P, AND 11.485 METERS
 QM0201'(37.69 FEET) N OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 QM0201'RAILWAY.
 QM0201'
 QM0201'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 QM0201'CONCRETE.
 QM0201'
 QM0201'UNDERGROUND MARK IS A REFERENCE MARK DISK SET IN CONCRETE.
 QM0201
 QM0201                          STATION RECOVERY (1922)
 QM0201
 QM0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 QM0201'0.8 MI E FROM STARKS.
 QM0201'ABOUT ONE MILE EAST OF STARKS, 65 METERS WEST OF MILE POST
 QM0201'228, 135 METERS WEST OF RAILROAD CULVERT 228P, AND 11.485 M
 QM0201'(37.69 FT.) NORTH OF THE NORTH RAIL OF THE M. ST. P. AND S. S.
 QM0201'M. RY.
 QM0201
 QM0201                          STATION RECOVERY (1952)
 QM0201
 QM0201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QM0201'STATION MARK RECOVERED IN GOOD CONDITION.  IT IS ABOUT 2 INCHES
 QM0201'BELOW SURFACE OF THE GROUND, 38.0 FEET N OF N RAIL, 8.7 FEET
 QM0201'S OF N RIGHT-OF-WAY FENCE LINE, 75 FEET E OF THE SECOND TELEPHONE
 QM0201'LINE POLE W OF MILEPOST 228, ACROSS THE TRACK FROM THE POLE
 QM0201'LINE, AND ON THE HIGHEST GROUND IN THE VICINITY.
 QM0201'
 QM0201'THE REFERENCE MARK WAS NOT LOCATED.
 QM0201
 QM0201                          STATION RECOVERY (1964)
 QM0201
 QM0201'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 QM0201'MARK NOT FOUND.
 QM0201
 QM0201                          STATION RECOVERY (1985)
 QM0201
 QM0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0672 ***********************************************************************
 PN0672  DESIGNATION -  HARDING USLS
 PN0672  PID         -  PN0672
 PN0672  STATE/COUNTY-  WI/WINNEBAGO
 PN0672  USGS QUAD   -  NEENAH (1992)
 PN0672
 PN0672                         *CURRENT SURVEY CONTROL
 PN0672  ___________________________________________________________________
 PN0672* NAD 83(1986)-  44 12 42.     (N)    088 26 12.     (W)     SCALED    
 PN0672* NAVD 88     -       232.848  (meters)     763.94   (feet)  ADJUSTED  
 PN0672  ___________________________________________________________________
 PN0672  GEOID HEIGHT-         -36.28  (meters)                     GEOID03
 PN0672  DYNAMIC HT  -         232.808 (meters)     763.80  (feet)  COMP
 PN0672  MODELED GRAV-     980,440.1   (mgal)                       NAVD 88
 PN0672
 PN0672  VERT ORDER  -  FIRST     CLASS 0
 PN0672
 PN0672.The horizontal coordinates were scaled from a topographic map and have
 PN0672.an estimated accuracy of +/- 6 seconds.
 PN0672
 PN0672.The orthometric height was determined by differential leveling
 PN0672.and adjusted by the National Geodetic Survey in June 1991..
 PN0672
 PN0672.The geoid height was determined by GEOID03.
 PN0672
 PN0672.The dynamic height is computed by dividing the NAVD 88
 PN0672.geopotential number by the normal gravity value computed on the
 PN0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0672.degrees latitude (g = 980.6199 gals.).
 PN0672
 PN0672.The modeled gravity was interpolated from observed gravity values.
 PN0672
 PN0672;                    North         East    Units  Estimated Accuracy
 PN0672;SPC WI S     -   246,880.      724,940.      MT  (+/- 180 meters Scaled)
 PN0672
 PN0672                          SUPERSEDED SURVEY CONTROL
 PN0672
 PN0672.No superseded survey control is available for this station.
 PN0672
 PN0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP852963(NAD 83)
 PN0672_MARKER: I = METAL ROD
 PN0672_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PN0672_SP_SET: COPPER-CLAD STEEL ROD
 PN0672_PROJECTION: RECESSED 3 CENTIMETERS
 PN0672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0672_ROD/PIPE-DEPTH: 2.44 meters
 PN0672
 PN0672  HISTORY     - Date     Condition        Report By
 PN0672  HISTORY     - 1962     MONUMENTED       USLS
 PN0672  HISTORY     - 1974     GOOD             NOS
 PN0672  HISTORY     - 20031212 MARK NOT FOUND   USPSQD
 PN0672
 PN0672                          STATION DESCRIPTION
 PN0672
 PN0672'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0672'IN MENASHA.
 PN0672'IN MENASHA, AT THE NORTHEASTERLY CORNER OF THE INTERSECTION OF
 PN0672'APPLETON ROAD (WISCONSIN HIGHWAY 47) AND MANITOWOC ST., 28 FT. EAST OF
 PN0672'THE CENTERLINE OF MAINTOWOC ST., 22 FT. SOUTHEAST OF THE CENTERLINE OF
 PN0672'APPLETON ROAD, 1.1 FT. EAST OF CURB, 1 FT. WEST OF U.P. NO. 88B45,
 PN0672'1/4 FT. BELOW THE GROUND SURFACE, A 5/8 INCH DIAMETER COPPER COATED
 PN0672'STEEL ROD, 8 FT. LONG.
 PN0672
 PN0672                          STATION RECOVERY (2003)
 PN0672
 PN0672'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0672'NOT FOUND.  STATION, IF PRESENT, IS DEEP UNDER GROUND LEVEL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0857 ***********************************************************************
 NJ0857  DESIGNATION -  HARKINS
 NJ0857  PID         -  NJ0857
 NJ0857  STATE/COUNTY-  WI/LAFAYETTE
 NJ0857  USGS QUAD   -  BELMONT (1952)
 NJ0857
 NJ0857                         *CURRENT SURVEY CONTROL
 NJ0857  ___________________________________________________________________
 NJ0857* NAD 83(1991)-  42 37 40.85035(N)    090 16 11.70495(W)     ADJUSTED  
 NJ0857* NAVD 88     -       336.89   (+/-2cm)    1105.3    (feet)  VERTCON   
 NJ0857  ___________________________________________________________________
 NJ0857  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 NJ0857  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 NJ0857
 NJ0857  HORZ ORDER  -  FIRST
 NJ0857  VERT ORDER  -  THIRD ? (See Below)
 NJ0857
 NJ0857.The horizontal coordinates were established by classical geodetic methods
 NJ0857.and adjusted by the National Geodetic Survey in March 1999..
 NJ0857
 NJ0857.The NAVD 88 height was computed by applying the VERTCON shift value to
 NJ0857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NJ0857.The vertical order pertains to the NGVD 29 superseded value.
 NJ0857
 NJ0857.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0857
 NJ0857.The geoid height was determined by GEOID03.
 NJ0857
 NJ0857;                    North         East     Units Scale Factor Converg.
 NJ0857;SPC WI S     -    69,803.322   577,857.849   MT  1.00002290   -0 11 07.7
 NJ0857;SPC WI S     -   229,013.07  1,895,855.29   sFT  1.00002290   -0 11 07.7
 NJ0857;SPC IL W     -   661,843.054   691,530.671   MT  0.99994206   -0 04 11.7
 NJ0857;SPC IL W     - 2,171,396.75  2,268,796.88   sFT  0.99994206   -0 04 11.7
 NJ0857;UTM  15      - 4,723,121.243   723,869.278   MT  1.00021664   +1 50 58.8
 NJ0857
 NJ0857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0857!SPC WI S     -   0.99995234  x   1.00002290  =   0.99997524
 NJ0857!SPC IL W     -   0.99995234  x   0.99994206  =   0.99989440
 NJ0857!UTM  15      -   0.99995234  x   1.00021664  =   1.00016897
 NJ0857
 NJ0857:                Primary Azimuth Mark                     Grid Az
 NJ0857:SPC WI S     -  TRUMAN CH OF IMM CONC TOWER              018 05 54.9
 NJ0857:SPC IL W     -  TRUMAN CH OF IMM CONC TOWER              017 58 58.9
 NJ0857:UTM  15      -  TRUMAN CH OF IMM CONC TOWER              016 03 48.4
 NJ0857
 NJ0857|---------------------------------------------------------------------|
 NJ0857| PID    Reference Object                     Distance      Geod. Az  |
 NJ0857|                                                           dddmmss.s |
 NJ0857| NJ0856 TRUMAN CH OF IMM CONC TOWER         APPROX.10.7 KM 0175447.2 |
 NJ0857| CI9725 HARKINS RM 1                         34.083 METERS 04119     |
 NJ0857| CI9726 HARKINS RM 2                         26.252 METERS 12330     |
 NJ0857| NJ0862 BENTON MUNICIPAL TANK               APPROX.11.2 KM 2351045.1 |
 NJ0857| CI9724 HARKINS AZ MK                                      3552052.5 |
 NJ0857|---------------------------------------------------------------------|
 NJ0857
 NJ0857                          SUPERSEDED SURVEY CONTROL
 NJ0857
 NJ0857  NAD 83(1991)-  42 37 40.84880(N)    090 16 11.70981(W) AD(       ) 1
 NJ0857  NAD 83(1986)-  42 37 40.84710(N)    090 16 11.70979(W) AD(       ) 1
 NJ0857  NAD 27      -  42 37 40.84900(N)    090 16 11.24600(W) AD(       ) 1
 NJ0857  NGVD 29 (07/19/86)  336.96   (m)         1105.5    (f) LEVELING    3  
 NJ0857
 NJ0857.Superseded values are not recommended for survey control.
 NJ0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0857.See file dsdata.txt to determine how the superseded data were derived.
 NJ0857
 NJ0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH2386923121(NAD 83)
 NJ0857_MARKER: DS = TRIANGULATION STATION DISK
 NJ0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0857
 NJ0857  HISTORY     - Date     Condition        Report By
 NJ0857  HISTORY     - 1935     MONUMENTED       CGS
 NJ0857  HISTORY     - 19961005 GOOD             USPSQD
 NJ0857  HISTORY     - 19981118 GOOD             USPSQD
 NJ0857
 NJ0857                          STATION DESCRIPTION
 NJ0857
 NJ0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NJ0857'THIS STATION IS ABOUT 4 MILES NORTH-NORTHWEST OF SHULLSBURG,
 NJ0857'AND 9 MILES SOUTHWEST OF DARLINGTON.  IN THE SOUTHEAST 1/4,
 NJ0857'SECTION 20, T 2 N, R 2 E, ON LAND OWNED BY MRS. CLARA E.
 NJ0857'HARKINS.  THE MARK IS 0.25 MILE NORTH OF COUNTY ROUTE Q.
 NJ0857'1/2 FOOT SOUTH OF AN EAST-WEST FENCE ON THE QUARTER-SECTION
 NJ0857'LINE.  41 FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH SECTION
 NJ0857'LINE ROAD.  46 FEET NORTH-NORTHWEST OF A SMALL WILD CHERRY
 NJ0857'TREE.  AND PROJECTS 2 INCHES.
 NJ0857'
 NJ0857'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 NJ0857'TABLETS SET IN CONCRETE.
 NJ0857'
 NJ0857'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION.  1 FOOT
 NJ0857'WEST OF THE EAST RIGHT-OF-WAY FENCE OF THE ROAD.  62 FEET
 NJ0857'NORTH OF A FIELD DRIVEWAY.  131.54 FEET NORTH OF REFERENCE
 NJ0857'MARK NO. 2.  AND IS SET FLUSH.
 NJ0857'
 NJ0857'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION.  1 FOOT
 NJ0857'WEST OF THE EAST RIGHT-OF-WAY FENCE.  38 FEET SOUTH OF THE
 NJ0857'FIELD DRIVEWAY.  AND IS SET FLUSH.
 NJ0857'
 NJ0857'THE AZIMUTH MARK IS NORTH OF THE STATION.  1 FOOT SOUTH
 NJ0857'OF THE NORTH RIGHT-OF-WAY FENCE OF AN EAST-WEST ROAD.  0.1
 NJ0857'MILE WEST OF A T-INTERSECTION.  75 YARDS WEST OF A CULVERT.
 NJ0857'SET FLUSH.
 NJ0857'
 NJ0857'TO REACH FROM SHULLSBURG, GO NORTHWEST ON COUNTY ROAD 0.4
 NJ0857'MILES FROM ITS INTERSECTION WITH ROUTE WISCONSIN 11, TURN
 NJ0857'WEST ON COUNTY ROUTE Q, GO 1 MILE, TURN NORTH, GO 0.25
 NJ0857'MILE TO THE STATION.
 NJ0857'
 NJ0857'A LIGHT 87 FEET ABOVE CUBA COMES INTO VIEW 25 FEET ABOVE
 NJ0857'THIS STATION.
 NJ0857'
 NJ0857'LIGHTS 87 FEET ABOVE VINEGAR, 74 FEET ABOVE CHARLES AND
 NJ0857'P.T. 23 1906, 47 FEET ABOVE HOLLAND AND 4 FEET ABOVE PECATONICA
 NJ0857'ARE VISIBLE ON THE GROUND AT THIS STATION.
 NJ0857
 NJ0857                          STATION RECOVERY (1996)
 NJ0857
 NJ0857'RECOVERY NOTE BY US POWER SQUADRON 1996
 NJ0857'RECOVERED IN GOOD CONDITION.
 NJ0857
 NJ0857                          STATION RECOVERY (1998)
 NJ0857
 NJ0857'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0857'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0308 ***********************************************************************
 RM0308  DESIGNATION -  HARMON
 RM0308  PID         -  RM0308
 RM0308  STATE/COUNTY-  WI/WASHBURN
 RM0308  USGS QUAD   -  STANBERRY WEST (1971)
 RM0308
 RM0308                         *CURRENT SURVEY CONTROL
 RM0308  ___________________________________________________________________
 RM0308* NAD 83(1991)-  46 04 15.28029(N)    091 40 15.09943(W)     ADJUSTED  
 RM0308* NAVD 88     -       365.537  (meters)    1199.27   (feet)  ADJUSTED  
 RM0308  ___________________________________________________________________
 RM0308  LAPLACE CORR-          -8.59  (seconds)                    DEFLEC99
 RM0308  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 RM0308  DYNAMIC HT  -         365.562 (meters)    1199.35  (feet)  COMP
 RM0308  MODELED GRAV-     980,672.0   (mgal)                       NAVD 88
 RM0308
 RM0308  HORZ ORDER  -  FIRST
 RM0308  VERT ORDER  -  FIRST     CLASS II
 RM0308
 RM0308.The horizontal coordinates were established by classical geodetic methods
 RM0308.and adjusted by the National Geodetic Survey in March 1999..
 RM0308
 RM0308.The orthometric height was determined by differential leveling
 RM0308.and adjusted by the National Geodetic Survey in June 1991..
 RM0308
 RM0308.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0308
 RM0308.The geoid height was determined by GEOID03.
 RM0308
 RM0308.The dynamic height is computed by dividing the NAVD 88
 RM0308.geopotential number by the normal gravity value computed on the
 RM0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0308.degrees latitude (g = 980.6199 gals.).
 RM0308
 RM0308.The modeled gravity was interpolated from observed gravity values.
 RM0308
 RM0308;                    North         East     Units Scale Factor Converg.
 RM0308;SPC WI N     -   101,860.882   470,751.454   MT  0.99994677   -1 12 19.1
 RM0308;SPC WI N     -   334,188.58  1,544,457.06   sFT  0.99994677   -1 12 19.1
 RM0308;UTM  15      - 5,102,784.967   602,786.428   MT  0.99972988   +0 57 26.4
 RM0308
 RM0308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0308!SPC WI N     -   0.99994704  x   0.99994677  =   0.99989382
 RM0308!UTM  15      -   0.99994704  x   0.99972988  =   0.99967694
 RM0308
 RM0308:                Primary Azimuth Mark                     Grid Az
 RM0308:SPC WI N     -  TRAM                                     151 36 45.5
 RM0308:UTM  15      -  TRAM                                     149 27 00.0
 RM0308
 RM0308|---------------------------------------------------------------------|
 RM0308| PID    Reference Object                     Distance      Geod. Az  |
 RM0308|                                                           dddmmss.s |
 RM0308| RM0309 TRAM                                APPROX. 2.9 KM 1502426.4 |
 RM0308|---------------------------------------------------------------------|
 RM0308
 RM0308                          SUPERSEDED SURVEY CONTROL
 RM0308
 RM0308  NAD 83(1991)-  46 04 15.27897(N)    091 40 15.09919(W) AD(       ) 1
 RM0308  NAD 83(1986)-  46 04 15.27420(N)    091 40 15.09754(W) AD(       ) 1
 RM0308  NAD 27      -  46 04 15.48200(N)    091 40 14.45100(W) AD(       ) 1
 RM0308  NGVD 29 (??/??/92)  365.562  (m)         1199.35   (f) ADJ UNCH    1 2
 RM0308
 RM0308.Superseded values are not recommended for survey control.
 RM0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0308.See file dsdata.txt to determine how the superseded data were derived.
 RM0308
 RM0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM0278602785(NAD 83)
 RM0308_MARKER: DS = TRIANGULATION STATION DISK
 RM0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RM0308
 RM0308  HISTORY     - Date     Condition        Report By
 RM0308  HISTORY     - 1921     MONUMENTED       CGS
 RM0308  HISTORY     - 1922     GOOD             NGS
 RM0308  HISTORY     - 1934     GOOD             NGS
 RM0308  HISTORY     - 1979     GOOD             NGS
 RM0308
 RM0308                          STATION DESCRIPTION
 RM0308
 RM0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 RM0308'STATION IS LOCATED ABOUT 5 MILES N OF STANBERY ON THE E SIDE
 RM0308'OF THE TRACK OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 RM0308'RAILWAY, 5/8 MILE N OF FLAG STOP HARMON, 50 METERS S OF THE
 RM0308'HIGHEST PORTION OF THE DEEP CUT AT SAID STOP.  IT IS 14.29
 RM0308'METERS (46.9 FEET) E OF E RAIL.
 RM0308'
 RM0308'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 RM0308'DISKS SET IN CONCRETE.
 RM0308
 RM0308                          STATION RECOVERY (1922)
 RM0308
 RM0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 RM0308'5 MI NW FROM STANBERRY.
 RM0308'STATION IS LOCATED ABOUT FIVE MILES NORTH OF STANBERRY ON THE EAST
 RM0308'SIDE OF THE TRACK OF THE M.ST.P. AND S.STE.MARIE RY.  5/8 MILE
 RM0308'NORTH OF FLAGSTOP HARMON, 50 METERS SOUTH OF THE HIGHEST PORTION
 RM0308'OF THE CUT AT THE SAID STOP.  IT IS 14.29 METERS (46.9 FT.)
 RM0308'EAST OF EAST RAIL.  IT IS 1/5 MILE NORTHEAST OF MILEPOST 407.
 RM0308
 RM0308                          STATION RECOVERY (1934)
 RM0308
 RM0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 RM0308'RECOVERED IN GOOD CONDITION.
 RM0308
 RM0308                          STATION RECOVERY (1979)
 RM0308
 RM0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RM0308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP2187 ***********************************************************************
 PP2187  DESIGNATION -  HARMON
 PP2187  PID         -  PP2187
 PP2187  STATE/COUNTY-  WI/PEPIN
 PP2187  USGS QUAD   -  ARKANSAW (1972)
 PP2187
 PP2187                         *CURRENT SURVEY CONTROL
 PP2187  ___________________________________________________________________
 PP2187* NAD 83(1991)-  44 38 55.04660(N)    092 06 26.22196(W)     ADJUSTED  
 PP2187* NAVD 88     -       365.2    (meters)    1198.     (feet)  VERTCON   
 PP2187  ___________________________________________________________________
 PP2187  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 PP2187  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 PP2187
 PP2187  HORZ ORDER  -  SECOND
 PP2187
 PP2187.The horizontal coordinates were established by classical geodetic methods
 PP2187.and adjusted by the National Geodetic Survey in March 1999..
 PP2187
 PP2187.The NAVD 88 height was computed by applying the VERTCON shift value to
 PP2187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PP2187
 PP2187.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP2187
 PP2187.The geoid height was determined by GEOID03.
 PP2187
 PP2187;                    North         East     Units Scale Factor Converg.
 PP2187;SPC WI C     -    92,762.296   432,862.311   MT  0.99994855   -1 29 12.7
 PP2187;SPC WI C     -   304,337.63  1,420,149.10   sFT  0.99994855   -1 29 12.7
 PP2187;UTM  15      - 4,944,305.759   570,788.435   MT  0.99966162   +0 37 38.6
 PP2187
 PP2187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP2187!SPC WI C     -   0.99994750  x   0.99994855  =   0.99989605
 PP2187!UTM  15      -   0.99994750  x   0.99966162  =   0.99960913
 PP2187
 PP2187|---------------------------------------------------------------------|
 PP2187| PID    Reference Object                     Distance      Geod. Az  |
 PP2187|                                                           dddmmss.s |
 PP2187| CJ3553 HARMON RM 2                          12.511 METERS 18051     |
 PP2187| PP2194 BAKER                               APPROX.11.4 KM 2810838.8 |
 PP2187| CJ3552 HARMON RM 1                          13.219 METERS 35934     |
 PP2187|---------------------------------------------------------------------|
 PP2187
 PP2187                          SUPERSEDED SURVEY CONTROL
 PP2187
 PP2187  NAD 83(1991)-  44 38 55.03992(N)    092 06 26.22171(W) AD(       ) 2
 PP2187  NAD 83(1986)-  44 38 55.03872(N)    092 06 26.22784(W) AD(       ) 2
 PP2187  NAD 27      -  44 38 55.15370(N)    092 06 25.60027(W) AD(       ) 2
 PP2187  NGVD 29 (07/19/86)  365.2    (m)         1198.     (f) VERT ANG       
 PP2187
 PP2187.Superseded values are not recommended for survey control.
 PP2187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2187.See file dsdata.txt to determine how the superseded data were derived.
 PP2187
 PP2187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK7078844306(NAD 83)
 PP2187_MARKER: DD = SURVEY DISK
 PP2187_SETTING: 0 = UNSPECIFIED SETTING
 PP2187
 PP2187  HISTORY     - Date     Condition        Report By
 PP2187  HISTORY     - 1972     MONUMENTED       USGS
 PP2187  HISTORY     - 20020921 MARK NOT FOUND   USPSQD
 PP2187
 PP2187                          STATION DESCRIPTION
 PP2187
 PP2187'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (JSA)
 PP2187'STATION IS ABOUT 1.2 MI. N. AND 4.2 MI. E. OF TOWN OF PLUM
 PP2187'CITY, AT JUNCTION OF U.S. HIGHWAY 10 AND COUNTY ROAD S, T. 25
 PP2187'N., R. 14 W., NEAR CENTER OF SE1/4 OF NW1/4 OF SEC. 17.
 PP2187'
 PP2187'TO REACH FROM JUNCTION OF U.S. HIGHWAY 10 AND COUNTY ROAD S,
 PP2187'NEAR CENTER OF PLUM CITY, GO E. ON U.S. HIGHWAY 10 FOR ABOUT
 PP2187'3.9 MI. TO CROSSROADS, THEN TURN N. AND FOLLOW RD. N. FOR ABOUT
 PP2187'0.5 MI. TO T-RD. E., FOLLOW T-RD. E. FOR ABOUT 0.4 MI. TO
 PP2187'FENCE N., PARK TRUCK ALONG RD. AND WALK N. ALONG
 PP2187'FENCE LINE FOR ABOUT 404 FT. TO STATION 3 FT. E. OF
 PP2187'FENCE.  STATION IS ON PROPERTY OF MR. TERRY HARMON.
 PP2187'
 PP2187'STATION MARK STAMPED ET HARMON 1972 IS ABOUT 404 FT. N. AND
 PP2187'3 FT. E. CENTER LINE RD. AT FENCE N., ABOUT 144 FT. S. AND
 PP2187'3 FT. E. OF 15-IN. DIAMETER ELM TREE.
 PP2187'
 PP2187'REFERENCE MARK NO. 1 STAMPED HARMON NO 1 1972 IS 43 FT. N. OF
 PP2187'STATION, 447 FT. N. AND 2 FT. E. CENTER LINE RD. AT FENCE
 PP2187'N., ABOUT 101 FT. S. AND 2 FT. E. OF 15-IN. DIAMETER ELM TREE.
 PP2187'
 PP2187'REFERENCE MARK NO. 2 STAMPED HARMON NO 2 1972 IS 41 FT. S. OF
 PP2187'STATION, 363 FT. N. AND 3 FT. E. CENTER LINE RD. AT FENCE N.,
 PP2187'ABOUT 185 FT. S. AND 3 FT. E. OF 15-IN. DIAMETER ELM TREE.
 PP2187'
 PP2187'ALL MARKS ARE STANDARD TABLETS, CRIMPED ON 1/2-IN. COPPER
 PP2187'COATED RODS, CENTERED IN 6-IN. DIAMETER PLASTIC PIPE 12 IN. LONG
 PP2187'AND FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  ALL MARKS
 PP2187'ARE FLUSH WITH GROUND.
 PP2187'
 PP2187'STANDARD BRACED TRIPOD USED.
 PP2187
 PP2187                          STATION RECOVERY (2002)
 PP2187
 PP2187'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEH)
 PP2187'HARMON AZ, HARMON RM1, HARMON RM2 SEARCHED AND NOT FOUND. HEAVY
 PP2187'AGRICULTURAL IN AREA - SUSPECT MARKERS ARE BURIED IN PLOWED FIELD OR
 PP2187'HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0510 ***********************************************************************
 QN0510  DESIGNATION -  HARMONY
 QN0510  PID         -  QN0510
 QN0510  STATE/COUNTY-  WI/PRICE
 QN0510  USGS QUAD   -  KENNAN (1971)
 QN0510
 QN0510                         *CURRENT SURVEY CONTROL
 QN0510  ___________________________________________________________________
 QN0510* NAD 83(1991)-  45 34 37.60408(N)    090 33 41.25640(W)     ADJUSTED  
 QN0510* NAVD 88     -       501.     (meters)    1644.     (feet)  SCALED    
 QN0510  ___________________________________________________________________
 QN0510  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 QN0510  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 QN0510
 QN0510  HORZ ORDER  -  FIRST
 QN0510
 QN0510.The horizontal coordinates were established by classical geodetic methods
 QN0510.and adjusted by the National Geodetic Survey in November 1991..
 QN0510
 QN0510.The orthometric height was scaled from a topographic map.
 QN0510
 QN0510.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0510
 QN0510.The geoid height was determined by GEOID03.
 QN0510
 QN0510;                    North         East     Units Scale Factor Converg.
 QN0510;SPC WI N     -    45,773.387   556,177.754   MT  0.99999812   -0 24 18.1
 QN0510;SPC WI N     -   150,174.85  1,824,726.51   sFT  0.99999812   -0 24 18.1
 QN0510;SPC WI C     -   193,927.508   556,176.972   MT  1.00001560   -0 23 46.2
 QN0510;SPC WI C     -   636,243.83  1,824,723.95   sFT  1.00001560   -0 23 46.2
 QN0510;UTM  15      - 5,049,955.901   690,254.005   MT  1.00004504   +1 44 31.6
 QN0510
 QN0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0510!SPC WI N     -   0.99992623  x   0.99999812  =   0.99992435
 QN0510!SPC WI C     -   0.99992623  x   1.00001560  =   0.99994183
 QN0510!UTM  15      -   0.99992623  x   1.00004504  =   0.99997127
 QN0510
 QN0510|---------------------------------------------------------------------|
 QN0510| PID    Reference Object                     Distance      Geod. Az  |
 QN0510|                                                           dddmmss.s |
 QN0510| QN0511 NEW HARMONY                          28.575 METERS 02559     |
 QN0510| CJ5059 HARMONY RM 1                         25.517 METERS 13115     |
 QN0510| CJ5058 HARMONY AZ MK                                      1800626.0 |
 QN0510|---------------------------------------------------------------------|
 QN0510
 QN0510                          SUPERSEDED SURVEY CONTROL
 QN0510
 QN0510  NAD 83(1986)-  45 34 37.59989(N)    090 33 41.25085(W) AD(       ) 1
 QN0510  NAD 27      -  45 34 37.72600(N)    090 33 40.72500(W) AD(       ) 1
 QN0510
 QN0510.Superseded values are not recommended for survey control.
 QN0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0510.See file dsdata.txt to determine how the superseded data were derived.
 QN0510
 QN0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL9025449956(NAD 83)
 QN0510_MARKER: DS = TRIANGULATION STATION DISK
 QN0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0510
 QN0510  HISTORY     - Date     Condition        Report By
 QN0510  HISTORY     - 1952     MONUMENTED       CGS
 QN0510
 QN0510                          STATION DESCRIPTION
 QN0510
 QN0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QN0510'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF CATAWBA AND
 QN0510'AT THE NEW HARMONY LOOKOUT TOWER.
 QN0510'
 QN0510'TO REACH THE STATION FROM THE SCHOOL HOUSE IN CATAWBA, GO
 QN0510'WEST ON U.S. HIGHWAY 8 FOR 0.15 MILE TO A SIDE ROAD RIGHT, TURN
 QN0510'RIGHT, NORTH FOR 2.0 MILES TO A SIDE ROAD LEFT, TURN LEFT,
 QN0510'WEST FOR 1.1 MILES TO A CROSSROAD, TURN RIGHT, NORTH FOR 0.5
 QN0510'MILE TO A SIDE ROAD LEFT, TURN LEFT, WEST FOR 0.2 MILE TO A
 QN0510'LOCKED GATE ON THE RIGHT, TURN RIGHT, NORTH AND PASS THROUGH
 QN0510'GATE FOR 0.25 MILE TO THE NEW HARMONY LOOKOUT TOWER AND STATION
 QN0510'AS DESCRIBED.
 QN0510'
 QN0510'THE STATION MARK IS STAMPED HARMONY 1952.  IT IS A STANDARD
 QN0510'DISK SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
 QN0510'
 QN0510'REFERENCE MARK NO. 1 IS STAMPED HARMONY NO 1 1952.  IT IS
 QN0510'A STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS
 QN0510'6 INCHES.  IT IS 14 FEET EAST OF CENTERLINE OF A TRACK ROAD.
 QN0510'
 QN0510'A U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED NEW HARMONY 1940
 QN0510'WAS USED FOR THE SECOND REFERENCE MARK.  IT IS SET IN A 6 X 6
 QN0510'INCH SQUARE CONCRETE POST PROJECTING 14 INCHES.  IT IS SET
 QN0510'DIRECTLY UNDER THE CENTER OF THE NEW HARMONY LOOKOUT TOWER.
 QN0510'
 QN0510'THE AZIMUTH MARK IS STAMPED HARMONY 1952.  IT IS A STANDARD
 QN0510'DISK SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
 QN0510'IT IS 51 FEET WEST OF DRIVEWAY TO A CHEESE FACTORY, 21 FEET
 QN0510'NORTH OF CENTERLINE OF A GRAVEL ROAD, 4 FEET SOUTH OF A FENCELINE
 QN0510'AND 2 FEET NORTHEAST OF A WITNESS POST.  TO REACH THE AZIMUTH
 QN0510'MARK FROM THE CROSSROAD MENTIONED ABOVE, GO WEST FOR 0.3 MILE
 QN0510'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 QN0510'
 QN0510'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4882 ***********************************************************************
 DG4882  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4882  DESIGNATION -  HARMONY E GPS
 DG4882  PID         -  DG4882
 DG4882  STATE/COUNTY-  WI/ROCK
 DG4882  USGS QUAD   -  JANESVILLE EAST (1976)
 DG4882
 DG4882                         *CURRENT SURVEY CONTROL
 DG4882  ___________________________________________________________________
 DG4882* NAD 83(1997)-  42 43 42.40960(N)    088 55 29.91227(W)     ADJUSTED  
 DG4882* NAVD 88     -       277.37   (meters)     910.0    (feet)  GPS OBS   
 DG4882  ___________________________________________________________________
 DG4882  X           -      88,041.755 (meters)                     COMP
 DG4882  Y           -  -4,691,827.599 (meters)                     COMP
 DG4882  Z           -   4,305,555.702 (meters)                     COMP
 DG4882  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 DG4882  ELLIP HEIGHT-         243.53  (meters)          (04/02/04) GPS OBS
 DG4882  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 DG4882
 DG4882  HORZ ORDER  -  FIRST
 DG4882  ELLP ORDER  -  FOURTH    CLASS I
 DG4882
 DG4882.The horizontal coordinates were established by GPS observations
 DG4882.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4882
 DG4882.The orthometric height was determined by GPS observations and a
 DG4882.high-resolution geoid model using precise GPS observation and
 DG4882.processing techniques.
 DG4882
 DG4882.Photographs are available for this station.
 DG4882
 DG4882.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4882
 DG4882.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4882
 DG4882.The ellipsoidal height was determined by GPS observations
 DG4882.and is referenced to NAD 83.
 DG4882
 DG4882.The geoid height was determined by GEOID03.
 DG4882
 DG4882;                    North         East     Units Scale Factor Converg.
 DG4882;SPC WI S     -    81,491.895   688,041.212   MT  1.00000099   +0 44 19.1
 DG4882;SPC WI S     -   267,361.33  2,257,348.54   sFT  1.00000099   +0 44 19.1
 DG4882;UTM  16      - 4,732,456.667   342,406.824   MT  0.99990555   -1 18 23.1
 DG4882
 DG4882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4882!SPC WI S     -   0.99996181  x   1.00000099  =   0.99996280
 DG4882!UTM  16      -   0.99996181  x   0.99990555  =   0.99986736
 DG4882
 DG4882                          SUPERSEDED SURVEY CONTROL
 DG4882
 DG4882.No superseded survey control is available for this station.
 DG4882
 DG4882_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4240732457(NAD 83)
 DG4882_MARKER: DD = SURVEY DISK
 DG4882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4882_STAMPING: HARMONY E GPS 2002
 DG4882_MARK LOGO: WIDT  
 DG4882_PROJECTION: FLUSH
 DG4882_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4882+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4882
 DG4882  HISTORY     - Date     Condition        Report By
 DG4882  HISTORY     - 2001     MONUMENTED       WIDT
 DG4882
 DG4882                          STATION DESCRIPTION
 DG4882
 DG4882'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4882'THE STATION IS LOCATED ABOUT 26 KM NORTH-NORTHEAST OF BELOIT AND 9 KM
 DG4882'NORTHEAST OF JANESVILLE.  OWERSHIP--TOWN OF HARMONY. TO REACH THE
 DG4882'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 39 AND INTERSTATE
 DG4882'HIGHWAY 90 WITH STATE HIGHWAY 26 (EXIT 171A) IN THE CITY OF
 DG4882'JANESVILLE, GO NORTHEAST ON STATE HIGHWAY 26 FOR 0.5 KM TO KETTERING
 DG4882'ROAD ON THE RIGHT, TURN RIGHT AND GO EAST ON KETTERING ROAD FOR 0.24
 DG4882'KM TO ROTAMER ROAD, TURN LEFT AND GO NORTHEAST THAN EAST ON ROTAMER
 DG4882'ROAD FOR 4.3 KM TO NORTH HENKE ROAD,  CONTINUE EAST ON WEST ROTAMER
 DG4882'ROAD FOR 0.8 KM TO THE STATION ON THE LEFT. THE STATION IS A BRONZE
 DG4882'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DG4882'DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH
 DG4882'OF 2.4 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT. THE STATION IS 9.8 M
 DG4882'NORTH OF THE CENTERLINE OF WEST ROTAMER ROAD, 22 M NORTH-NORTHWEST OF
 DG4882'TELEPHONE POLE--3-13-14  26/52--, 5 M WEST OF THE CENTERLINE OF A
 DG4882'FIELD ENTRANCE, AND 2 M SOUTH OF A CULTIVATED FIELD.  ---NOTE---THE
 DG4882'STATION IS SOUTHWEST, SOUTHEAST AND NORTH OF AN ORANGE 4X4 PLASTIC
 DG4882'WITNESS POST.  ---NOTE2--- THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DG4882'EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON EXCEPT FOR A POWER
 DG4882'POLE TO THE SOUTHEAST EXTENDING TO 27 DEGREES.
 DG4882' 
 DG4882'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5174 ***********************************************************************
 DH5174  DESIGNATION -  HARMONY E GPS
 DH5174  PID         -  DH5174
 DH5174  STATE/COUNTY-  WI/VERNON
 DH5174  USGS QUAD   -  NEWTON (1983)
 DH5174
 DH5174                         *CURRENT SURVEY CONTROL
 DH5174  ___________________________________________________________________
 DH5174* NAD 83(1997)-  43 33 31.06672(N)    091 02 35.79582(W)     ADJUSTED  
 DH5174* NAVD 88     -                                                        
 DH5174  ___________________________________________________________________
 DH5174  X           -     -84,294.975 (meters)                     COMP
 DH5174  Y           -  -4,628,889.852 (meters)                     COMP
 DH5174  Z           -   4,372,923.475 (meters)                     COMP
 DH5174  LAPLACE CORR-          -9.16  (seconds)                    DEFLEC99
 DH5174  ELLIP HEIGHT-         346.78  (meters)          (08/01/05) GPS OBS
 DH5174  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 DH5174
 DH5174  HORZ ORDER  -  FIRST
 DH5174  ELLP ORDER  -  SECOND    CLASS I
 DH5174
 DH5174.The horizontal coordinates were established by GPS observations
 DH5174.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5174
 DH5174
 DH5174.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5174
 DH5174.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5174
 DH5174.The ellipsoidal height was determined by GPS observations
 DH5174.and is referenced to NAD 83.
 DH5174
 DH5174.The geoid height was determined by GEOID03.
 DH5174
 DH5174;                    North         East     Units Scale Factor Converg.
 DH5174;SPC WI S     -   173,676.733   515,712.510   MT  0.99993631   -0 43 00.6
 DH5174;SPC WI S     -   569,804.41  1,691,966.79   sFT  0.99993631   -0 43 00.6
 DH5174;UTM  15      - 4,824,712.681   658,038.431   MT  0.99990722   +1 20 55.1
 DH5174
 DH5174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5174!SPC WI S     -   0.99994562  x   0.99993631  =   0.99988194
 DH5174!UTM  15      -   0.99994562  x   0.99990722  =   0.99985285
 DH5174
 DH5174                          SUPERSEDED SURVEY CONTROL
 DH5174
 DH5174.No superseded survey control is available for this station.
 DH5174
 DH5174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ5803824713(NAD 83)
 DH5174_MARKER: DD = SURVEY DISK
 DH5174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5174_STAMPING: HARMONY E GPS 2004
 DH5174_MARK LOGO: WIDT  
 DH5174_PROJECTION: FLUSH
 DH5174_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5174+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5174
 DH5174  HISTORY     - Date     Condition        Report By
 DH5174  HISTORY     - 2003     MONUMENTED       WIDT
 DH5174
 DH5174                          STATION DESCRIPTION
 DH5174
 DH5174'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5174'OWNERSHIP--VERNON COUNTY.  THE STATION IS LOCATED IN THE SOUTHWEST
 DH5174'CORNER OF THE  JUNCTION OF STATE HIGHWAY 56 AND COUNTY HIGHWAY N ABOUT
 DH5174'7 MI WEST OF THE CITY OF  VIROQUA.  THE STATION IS A  BRONZE WISCONSIN
 DH5174'DEPARTMENT OF TRANSPORTATION GEODETIC  SURVEY CONTROL STATION DISK SET
 DH5174'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT  LEVEL WITH THE
 DH5174'HIGHWAY PAVEMENT.  THE STATION IS 8.5 M WEST OF THE CENTERLINE OF
 DH5174'COUNTY  HIGHWAY N, 66 M SOUTH OF THE CENTERLINE OF STATE HIGHWAY 56,
 DH5174'59 M NORTHWEST OF A  POWERPOLE --3B36L4--, 1 M EAST OF A CULTIVATED
 DH5174'FIELD, 1.0 M EAST OF AN  ORANGE 4X4  PLASTIC WITNESS POST, 1.0 M
 DH5174'SOUTHWEST OF AN  ORANGE 4X4  PLASTIC WITNESS POST AND 1.0 M NORTHWEST
 DH5174'OF AN ORANGE 4X4 PLASTIC WITNESS POST.   ---NOTE---THIS  STATION HAS
 DH5174'NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH5174'HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5064 ***********************************************************************
 DH5064  DESIGNATION -  HARMONY N GPS
 DH5064  PID         -  DH5064
 DH5064  STATE/COUNTY-  WI/VERNON
 DH5064  USGS QUAD   -  COON VALLEY (1983)
 DH5064
 DH5064                         *CURRENT SURVEY CONTROL
 DH5064  ___________________________________________________________________
 DH5064* NAD 83(1997)-  43 37 43.27362(N)    091 06 12.62614(W)     ADJUSTED  
 DH5064* NAVD 88     -                                                        
 DH5064  ___________________________________________________________________
 DH5064  X           -     -89,057.296 (meters)                     COMP
 DH5064  Y           -  -4,623,418.853 (meters)                     COMP
 DH5064  Z           -   4,378,548.352 (meters)                     COMP
 DH5064  LAPLACE CORR-          -8.73  (seconds)                    DEFLEC99
 DH5064  ELLIP HEIGHT-         328.30  (meters)          (08/01/05) GPS OBS
 DH5064  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 DH5064
 DH5064  HORZ ORDER  -  FIRST
 DH5064  ELLP ORDER  -  SECOND    CLASS I
 DH5064
 DH5064.The horizontal coordinates were established by GPS observations
 DH5064.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5064
 DH5064
 DH5064.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5064
 DH5064.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5064
 DH5064.The ellipsoidal height was determined by GPS observations
 DH5064.and is referenced to NAD 83.
 DH5064
 DH5064.The geoid height was determined by GEOID03.
 DH5064
 DH5064;                    North         East     Units Scale Factor Converg.
 DH5064;SPC WI S     -   181,521.896   510,949.681   MT  0.99994041   -0 45 29.6
 DH5064;SPC WI S     -   595,543.09  1,676,340.75   sFT  0.99994041   -0 45 29.6
 DH5064;UTM  15      - 4,832,380.706   652,996.045   MT  0.99988793   +1 18 31.7
 DH5064
 DH5064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5064!SPC WI S     -   0.99994852  x   0.99994041  =   0.99988893
 DH5064!UTM  15      -   0.99994852  x   0.99988793  =   0.99983646
 DH5064
 DH5064                          SUPERSEDED SURVEY CONTROL
 DH5064
 DH5064.No superseded survey control is available for this station.
 DH5064
 DH5064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ5299632381(NAD 83)
 DH5064_MARKER: DD = SURVEY DISK
 DH5064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5064_STAMPING: HARMONY N GPS 2004
 DH5064_MARK LOGO: WIDT  
 DH5064_PROJECTION: FLUSH
 DH5064_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5064+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH5064
 DH5064  HISTORY     - Date     Condition        Report By
 DH5064  HISTORY     - 2003     MONUMENTED       WIDT
 DH5064  HISTORY     - 20051228 GOOD             WIDT
 DH5064
 DH5064                          STATION DESCRIPTION
 DH5064
 DH5064'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5064'OWNERSHIP--VERNON COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5064'COUNTY  HIGHWAY O AND COUNTY HIGHWAY K SOUTH WITH COUNTY HIGHWAY K
 DH5064'NORTH ABOUT 7 MI  SOUTHWEST OF THE VILLAGE OF COON VALLEY, GO NORTH ON
 DH5064'COUNTY HIGHWAY K FOR 0.3 MI TO  THE STATION ON THE LEFT.  THE STATION
 DH5064'IS A BRONZE WISCONSIN DEPARTMENT OF  TRANSPORTATION GEODETIC SURVEY
 DH5064'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER  CONCRETE POST
 DH5064'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 7.5 M WEST OF
 DH5064'THE  CENTERLINE OF COUNTY HIGHWAY K, 1 M EAST OF A CULTIVATED FIELD,
 DH5064'1.0 M EAST OF AN ORANGE  4X4 PLASTIC WITNESS POST AND 1.0 M SOUTHWEST
 DH5064'OF AN ORANGE 4X4 PLASTIC WITNESS POST.   ---NOTE---THIS STATION HAS NO
 DH5064'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES  ABOVE THE
 DH5064'HORIZON.
 DH5064
 DH5064                          STATION RECOVERY (2005)
 DH5064
 DH5064'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5064'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4883 ***********************************************************************
 DG4883  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4883  DESIGNATION -  HARMONY S GPS
 DG4883  PID         -  DG4883
 DG4883  STATE/COUNTY-  WI/ROCK
 DG4883  USGS QUAD   -  JANESVILLE EAST (1976)
 DG4883
 DG4883                         *CURRENT SURVEY CONTROL
 DG4883  ___________________________________________________________________
 DG4883* NAD 83(1997)-  42 40 39.16374(N)    088 55 26.93141(W)     ADJUSTED  
 DG4883* NAVD 88     -       266.69   (meters)     875.0    (feet)  GPS OBS   
 DG4883  ___________________________________________________________________
 DG4883  X           -      88,181.419 (meters)                     COMP
 DG4883  Y           -  -4,695,652.859 (meters)                     COMP
 DG4883  Z           -   4,301,392.958 (meters)                     COMP
 DG4883  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 DG4883  ELLIP HEIGHT-         232.90  (meters)          (04/02/04) GPS OBS
 DG4883  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 DG4883
 DG4883  HORZ ORDER  -  FIRST
 DG4883  ELLP ORDER  -  FOURTH    CLASS I
 DG4883
 DG4883.The horizontal coordinates were established by GPS observations
 DG4883.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4883
 DG4883.The orthometric height was determined by GPS observations and a
 DG4883.high-resolution geoid model using precise GPS observation and
 DG4883.processing techniques.
 DG4883
 DG4883.Photographs are available for this station.
 DG4883
 DG4883.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4883
 DG4883.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4883
 DG4883.The ellipsoidal height was determined by GPS observations
 DG4883.and is referenced to NAD 83.
 DG4883
 DG4883.The geoid height was determined by GEOID03.
 DG4883
 DG4883;                    North         East     Units Scale Factor Converg.
 DG4883;SPC WI S     -    75,838.698   688,181.973   MT  1.00001172   +0 44 21.2
 DG4883;SPC WI S     -   248,814.13  2,257,810.36   sFT  1.00001172   +0 44 21.2
 DG4883;UTM  16      - 4,726,802.616   342,345.825   MT  0.99990579   -1 18 16.5
 DG4883
 DG4883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4883!SPC WI S     -   0.99996348  x   1.00001172  =   0.99997520
 DG4883!UTM  16      -   0.99996348  x   0.99990579  =   0.99986927
 DG4883
 DG4883                          SUPERSEDED SURVEY CONTROL
 DG4883
 DG4883.No superseded survey control is available for this station.
 DG4883
 DG4883_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4234626803(NAD 83)
 DG4883_MARKER: DD = SURVEY DISK
 DG4883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4883_STAMPING: HARMONY S GPS 2002
 DG4883_MARK LOGO: WIDT  
 DG4883_PROJECTION: FLUSH
 DG4883_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4883+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4883
 DG4883  HISTORY     - Date     Condition        Report By
 DG4883  HISTORY     - 2001     MONUMENTED       WIDT
 DG4883
 DG4883                          STATION DESCRIPTION
 DG4883
 DG4883'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4883'THE STATION IS LOCATED ABOUT 24 KM WEST-NORTHWEST OF DELAVAN, 20 KM
 DG4883'NORTH-NORTHEAST OF BELOIT, AND 5 KM EAST OF JANESVILLE.
 DG4883'OWNERSHIP--ROCK COUNTY. TO REACH THE STATION FROM THE JUNCTION OF
 DG4883'INTERSTATE 39 AND INTERSTATE 90 WITH US HIGHWAY 14 IN THE CITY OF
 DG4883'JANESVILLE, GO SOUTHEAST THEN SOUTH ON US HIGHWAY 14 FOR 5.7 KM TO
 DG4883'COUNTY HIGHWAY MM ON THE LEFT, TURN LEFT AND GO EAST FOR 1.6 KM TO
 DG4883'NORTH HANKE ROAD, CONTINUE EAST ON COUNTY HIGHWAY MM FOR 0.8 KM TO THE
 DG4883'STATION ON THE RIGHT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DG4883'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DG4883'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL
 DG4883'WITH THE HIGHWAY PAVEMENT. THE STATION IS 7.4 M SOUTH OF THE
 DG4883'CENTERLINE OF COUNTY HIGHWAY MM, 34.4 M WEST-SOUTHWEST OF TELEPHONE
 DG4883'POLE --3-13-35  27/27--, 32.9 M EAST-SOUTHEAST OF TELEPHONE POLE
 DG4883'--3-13-35  25/27--, AND 1 M NORTH OF A CULTIVATED FIELD.
 DG4883'---NOTE---THE STATION IS WEST-SOUTHWEST, EAST-SOUTHEAST AND SOUTH OF
 DG4883'AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE2---THIS STATION HAS NO
 DG4883'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DG4883'HORIZON.
 DG4883' 
 DG4883'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5175 ***********************************************************************
 DH5175  DESIGNATION -  HARMONY S GPS
 DH5175  PID         -  DH5175
 DH5175  STATE/COUNTY-  WI/VERNON
 DH5175  USGS QUAD   -  NEWTON (1983)
 DH5175
 DH5175                         *CURRENT SURVEY CONTROL
 DH5175  ___________________________________________________________________
 DH5175* NAD 83(1997)-  43 32 20.78095(N)    091 05 30.92791(W)     ADJUSTED  
 DH5175* NAVD 88     -                                                        
 DH5175  ___________________________________________________________________
 DH5175  X           -     -88,253.330 (meters)                     COMP
 DH5175  Y           -  -4,630,294.052 (meters)                     COMP
 DH5175  Z           -   4,371,335.178 (meters)                     COMP
 DH5175  LAPLACE CORR-          -8.34  (seconds)                    DEFLEC99
 DH5175  ELLIP HEIGHT-         323.51  (meters)          (08/01/05) GPS OBS
 DH5175  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 DH5175
 DH5175  HORZ ORDER  -  FIRST
 DH5175  ELLP ORDER  -  SECOND    CLASS I
 DH5175
 DH5175.The horizontal coordinates were established by GPS observations
 DH5175.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5175
 DH5175
 DH5175.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5175
 DH5175.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5175
 DH5175.The ellipsoidal height was determined by GPS observations
 DH5175.and is referenced to NAD 83.
 DH5175
 DH5175.The geoid height was determined by GEOID03.
 DH5175
 DH5175;                    North         East     Units Scale Factor Converg.
 DH5175;SPC WI S     -   171,558.213   511,754.017   MT  0.99993543   -0 45 01.0
 DH5175;SPC WI S     -   562,853.90  1,678,979.64   sFT  0.99993543   -0 45 01.0
 DH5175;UTM  15      - 4,822,452.968   654,158.994   MT  0.99989233   +1 18 52.7
 DH5175
 DH5175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5175!SPC WI S     -   0.99994927  x   0.99993543  =   0.99988471
 DH5175!UTM  15      -   0.99994927  x   0.99989233  =   0.99984161
 DH5175
 DH5175                          SUPERSEDED SURVEY CONTROL
 DH5175
 DH5175.No superseded survey control is available for this station.
 DH5175
 DH5175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ5415922453(NAD 83)
 DH5175_MARKER: DD = SURVEY DISK
 DH5175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5175_STAMPING: HARMONY S GPS 2004
 DH5175_MARK LOGO: WIDT  
 DH5175_PROJECTION: FLUSH
 DH5175_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5175+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5175
 DH5175  HISTORY     - Date     Condition        Report By
 DH5175  HISTORY     - 2003     MONUMENTED       WIDT
 DH5175
 DH5175                          STATION DESCRIPTION
 DH5175
 DH5175'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5175'OWNERSHIP--TOWNSHIP OF HARMONY.  TO REACH THE STATION FROM THE
 DH5175'JUNCTION OF STATE HIGHWAY 56 WITH COUNTY HIGHWAY N ABOUT 7 MI WEST OF
 DH5175'THE CITY OF  VIROQUA, GO WESTERLY ON STATE HIGHWAY 56 FOR 3.0 MI TO
 DH5175'SOUTH RIDGE ROAD, TURN LEFT AND  GO SOUTH ON SOUTH RIDGE ROAD FOR 0.1
 DH5175'MI TO WAPP HILL ROAD ON THE LEFT, TURN LEFT AND GO  SOUTHERLY ON WAPP
 DH5175'HILL ROAD FOR 0.4 MI TO THE STATION ON THE LEFT.  THE STATION IS A
 DH5175'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC  SURVEY CONTROL
 DH5175'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT
 DH5175'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 9.2 M EAST OF THE
 DH5175'CENTERLINE OF WAPP HILL  ROAD, 40.7 M NORTH OF THE TOP CENTER OF A
 DH5175'40-CM CORRUGATED METAL CULVERT PIPE, 1 M WEST  OF A CULTIVATED FILED,
 DH5175'1.0 M WEST OF AN  ORANGE 4X4  PLASTIC WITNESS POST, 1.0 M SOUTHEAST OF
 DH5175'AN  ORANGE 4X4  PLASTIC WITNESS POST AND 1.0 M NORTHEAST OF AN ORANGE
 DH5175'4X4 PLASTIC WITNESS POST.   ---NOTE---THIS  STATION HAS NO VISIBLE
 DH5175'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9679 ***********************************************************************
 DF9679  DESIGNATION -  HARMONY W GPS 2
 DF9679  PID         -  DF9679
 DF9679  STATE/COUNTY-  WI/ROCK
 DF9679  USGS QUAD   -  JANESVILLE EAST (1976)
 DF9679
 DF9679                         *CURRENT SURVEY CONTROL
 DF9679  ___________________________________________________________________
 DF9679* NAD 83(1997)-  42 44 22.98770(N)    088 58 31.98677(W)     ADJUSTED  
 DF9679* NAVD 88     -       274.005  (meters)     898.96   (feet)  ADJUSTED  
 DF9679  ___________________________________________________________________
 DF9679  X           -      83,884.904 (meters)                     COMP
 DF9679  Y           -  -4,691,051.393 (meters)                     COMP
 DF9679  Z           -   4,306,473.144 (meters)                     COMP
 DF9679  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 DF9679  ELLIP HEIGHT-         240.13  (meters)          (04/02/04) GPS OBS
 DF9679  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 DF9679  DYNAMIC HT  -         273.928 (meters)     898.71  (feet)  COMP
 DF9679  MODELED GRAV-     980,332.1   (mgal)                       NAVD 88
 DF9679
 DF9679  HORZ ORDER  -  FIRST
 DF9679  VERT ORDER  -  SECOND    CLASS I
 DF9679  ELLP ORDER  -  FOURTH    CLASS I
 DF9679
 DF9679.The horizontal coordinates were established by GPS observations
 DF9679.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DF9679
 DF9679.The orthometric height was determined by differential leveling
 DF9679.and adjusted by the National Geodetic Survey in February 2004..
 DF9679
 DF9679.Photographs are available for this station.
 DF9679
 DF9679.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9679
 DF9679.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9679
 DF9679.The ellipsoidal height was determined by GPS observations
 DF9679.and is referenced to NAD 83.
 DF9679
 DF9679.The geoid height was determined by GEOID03.
 DF9679
 DF9679.The dynamic height is computed by dividing the NAVD 88
 DF9679.geopotential number by the normal gravity value computed on the
 DF9679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9679.degrees latitude (g = 980.6199 gals.).
 DF9679
 DF9679.The modeled gravity was interpolated from observed gravity values.
 DF9679
 DF9679;                    North         East     Units Scale Factor Converg.
 DF9679;SPC WI S     -    82,691.803   683,884.003   MT  0.99999872   +0 42 14.0
 DF9679;SPC WI S     -   271,298.02  2,243,709.43   sFT  0.99999872   +0 42 14.0
 DF9679;UTM  16      - 4,733,804.042   338,295.435   MT  0.99992170   -1 20 27.7
 DF9679
 DF9679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9679!SPC WI S     -   0.99996234  x   0.99999872  =   0.99996106
 DF9679!UTM  16      -   0.99996234  x   0.99992170  =   0.99988405
 DF9679
 DF9679                          SUPERSEDED SURVEY CONTROL
 DF9679
 DF9679  NAVD 88 (04/02/04)  274.00   (m)          898.9    (f) LEVELING    3  
 DF9679
 DF9679.Superseded values are not recommended for survey control.
 DF9679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9679.See file dsdata.txt to determine how the superseded data were derived.
 DF9679
 DF9679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3829533804(NAD 83)
 DF9679_MARKER: DD = SURVEY DISK
 DF9679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9679_STAMPING: HARMONY W GPS 2 2002
 DF9679_MARK LOGO: WIDT  
 DF9679_PROJECTION: FLUSH
 DF9679_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9679+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2006
 DF9679
 DF9679  HISTORY     - Date     Condition        Report By
 DF9679  HISTORY     - 2001     MONUMENTED       WIDT
 DF9679  HISTORY     - 20060906 GOOD             GEOCAC
 DF9679
 DF9679                          STATION DESCRIPTION
 DF9679
 DF9679'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9679'THE STATION IS LOCATEDABOUT 2 KM NORTHEAST OF JANESVILLE.
 DF9679'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9679'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 39 AND INTERSTATE
 DF9679'HIGHWAY 90 WITH STATE HIGHWAY 26 (EXIT 171A) IN THE CITY OF
 DF9679'JANESVILLE, GO NORTHEAST ON STATE HIGHWAY 26 FOR 1.8 KM TO EAST
 DF9679'MCCORMICK ROAD ON THE LEFT, CONTINUE NORTHEAST ON STATE HIGHWAY 26
 DF9679'FOR 0.2 KM TO THE STATION ON THE RIGHT. THE STATION IS A BRONZE
 DF9679'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9679'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9679'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DF9679'STATION IS 14.6 M SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES
 DF9679'OF STATE HIGHWAY 26, 1.0 KM SOUTHWEST OF BINGHAM ROAD, 22.2 M
 DF9679'NORTHEAST OF TELEPHONE PEDESTAL --088752--, AND 3 M NORTHWEST OF A
 DF9679'CULTIVATED FIELD. ---NOTE---THE STATION IS SOUTHEAST, EAST AND
 DF9679'SOUTHWEST OF A 4X4 ORANGE PLASTIC WITNESS POST.  ---NOTE2--- THIS
 DF9679'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DF9679'ABOVE THE HORIZON.
 DF9679
 DF9679                          STATION RECOVERY (2006)
 DF9679
 DF9679'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 DF9679'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5511 ***********************************************************************
 DH5511  DESIGNATION -  HARRIS N GPS
 DH5511  PID         -  DH5511
 DH5511  STATE/COUNTY-  WI/MARQUETTE
 DH5511  USGS QUAD   -  WESTFIELD EAST (1984)
 DH5511
 DH5511                         *CURRENT SURVEY CONTROL
 DH5511  ___________________________________________________________________
 DH5511* NAD 83(1997)-  43 52 32.78472(N)    089 27 37.42450(W)     ADJUSTED  
 DH5511* NAVD 88     -                                                        
 DH5511  ___________________________________________________________________
 DH5511  X           -      43,370.750 (meters)                     COMP
 DH5511  Y           -  -4,605,017.890 (meters)                     COMP
 DH5511  Z           -   4,398,313.969 (meters)                     COMP
 DH5511  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 DH5511  ELLIP HEIGHT-         233.36  (meters)          (08/01/05) GPS OBS
 DH5511  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 DH5511
 DH5511  HORZ ORDER  -  FIRST
 DH5511  ELLP ORDER  -  SECOND    CLASS I
 DH5511
 DH5511.The horizontal coordinates were established by GPS observations
 DH5511.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5511
 DH5511
 DH5511.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5511
 DH5511.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5511
 DH5511.The ellipsoidal height was determined by GPS observations
 DH5511.and is referenced to NAD 83.
 DH5511
 DH5511.The geoid height was determined by GEOID03.
 DH5511
 DH5511;                    North         East     Units Scale Factor Converg.
 DH5511;SPC WI S     -   208,524.797   643,368.065   MT  0.99996681   +0 22 14.7
 DH5511;SPC WI S     -   684,135.10  2,110,783.39   sFT  0.99996681   +0 22 14.7
 DH5511;UTM  16      - 4,861,018.037   302,326.371   MT  1.00008062   -1 42 21.0
 DH5511
 DH5511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5511!SPC WI S     -   0.99996341  x   0.99996681  =   0.99993022
 DH5511!UTM  16      -   0.99996341  x   1.00008062  =   1.00004403
 DH5511
 DH5511                          SUPERSEDED SURVEY CONTROL
 DH5511
 DH5511.No superseded survey control is available for this station.
 DH5511
 DH5511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP0232661018(NAD 83)
 DH5511_MARKER: DD = SURVEY DISK
 DH5511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5511_STAMPING: HARRIS N GPS 2004
 DH5511_MARK LOGO: WIDT  
 DH5511_PROJECTION: FLUSH
 DH5511_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5511+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5511
 DH5511  HISTORY     - Date     Condition        Report By
 DH5511  HISTORY     - 2003     MONUMENTED       WIDT
 DH5511
 DH5511                          STATION DESCRIPTION
 DH5511
 DH5511'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5511'OWNERSHIP--TOWN OF HARRIS.  TO REACH THE STATION FROM THE  JUNCTION OF
 DH5511'COUNTY HIGHWAY J AND COUNTY HIGHWAY E WEST WITH COUNTY HIGHWAY E EAST
 DH5511'AND 7TH COURT ABOUT 1 MI EAST OF THE VILLAGE OF WESTFIELD, GO EAST ON
 DH5511'COUNTY HIGHWAY  J FOR 0.9 MI TO 8TH COURT ON THE RIGHT, TURN RIGHT AND
 DH5511'GO SOUTH ON 8TH COURT FOR 0.25 MI  TO THE STATION ON THE RIGHT.  THE
 DH5511'STATION IS A  BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH5511'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DH5511'CONCRETE POST ABOUT  LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 7.3
 DH5511'M WEST OF THE CENTERLINE OF 8TH COURT,  10 M NORTH OF THE EXTENDED
 DH5511'CENTERLINE OF PRIVATE ENTTRANCE --N6508--, 2 M EAST OF A  CULTIVATED
 DH5511'FIELD , 1.0 M NORTH OF AN  ORANGE 4X4  PLASTIC WITNESS POST AND 1.0 M
 DH5511'SOUTH OF AN  ORANGE 4X4  PLASTIC WITNESS POST.   ---NOTE---THIS
 DH5511'STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DH5511'ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0928 ***********************************************************************
 PN0928  DESIGNATION -  HARRISON
 PN0928  PID         -  PN0928
 PN0928  STATE/COUNTY-  WI/CALUMET
 PN0928  USGS QUAD   -  STOCKBRIDGE (1992)
 PN0928
 PN0928                         *CURRENT SURVEY CONTROL
 PN0928  ___________________________________________________________________
 PN0928* NAD 83(1991)-  44 06 14.68609(N)    088 18 15.41540(W)     ADJUSTED  
 PN0928* NAVD 88     -       311.     (meters)    1020.     (feet)  SCALED    
 PN0928  ___________________________________________________________________
 PN0928  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 PN0928  GEOID HEIGHT-         -36.12  (meters)                     GEOID03
 PN0928
 PN0928  HORZ ORDER  -  SECOND
 PN0928
 PN0928.The horizontal coordinates were established by classical geodetic methods
 PN0928.and adjusted by the National Geodetic Survey in November 1991..
 PN0928
 PN0928.The orthometric height was scaled from a topographic map.
 PN0928
 PN0928.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0928
 PN0928.The geoid height was determined by GEOID03.
 PN0928
 PN0928;                    North         East     Units Scale Factor Converg.
 PN0928;SPC WI S     -   235,132.086   735,760.804   MT  1.00000781   +1 09 54.5
 PN0928;SPC WI S     -   771,429.19  2,413,908.57   sFT  1.00000781   +1 09 54.5
 PN0928;UTM  16      - 4,884,259.795   395,613.021   MT  0.99973402   -0 54 28.1
 PN0928
 PN0928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0928!SPC WI S     -   0.99995690  x   1.00000781  =   0.99996471
 PN0928!UTM  16      -   0.99995690  x   0.99973402  =   0.99969093
 PN0928
 PN0928:                Primary Azimuth Mark                     Grid Az
 PN0928:SPC WI S     -  HILBERT MUNICIPAL TANK                   069 38 17.6
 PN0928:UTM  16      -  HILBERT MUNICIPAL TANK                   071 42 40.2
 PN0928
 PN0928|---------------------------------------------------------------------|
 PN0928| PID    Reference Object                     Distance      Geod. Az  |
 PN0928|                                                           dddmmss.s |
 PN0928| PN0918 HILBERT MUNICIPAL TANK              APPROX.12.1 KM 0704812.1 |
 PN0928| CJ5061 HARRISON RM 1                        27.033 METERS 08508     |
 PN0928| CJ5060 HARRISON AZ MK                                     1421254.8 |
 PN0928| CJ5062 HARRISON RM 2                        24.533 METERS 18053     |
 PN0928|---------------------------------------------------------------------|
 PN0928
 PN0928                          SUPERSEDED SURVEY CONTROL
 PN0928
 PN0928  NAD 83(1986)-  44 06 14.67912(N)    088 18 15.41303(W) AD(       ) 2
 PN0928  NAD 27      -  44 06 14.71300(N)    088 18 15.02800(W) AD(       ) 2
 PN0928
 PN0928.Superseded values are not recommended for survey control.
 PN0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0928.See file dsdata.txt to determine how the superseded data were derived.
 PN0928
 PN0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9561384260(NAD 83)
 PN0928_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PN0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0928
 PN0928  HISTORY     - Date     Condition        Report By
 PN0928  HISTORY     - 1953     MONUMENTED       CGS
 PN0928  HISTORY     - 1954     SEE DESCRIPTION  CGS
 PN0928  HISTORY     - 1974     SEE DESCRIPTION  LOCENG
 PN0928  HISTORY     - 1975     GOOD             NGS
 PN0928
 PN0928                          STATION DESCRIPTION
 PN0928
 PN0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PN0928'STATION IS LOCATED ON THE PROPERTY OF C.P. HEAD ABOUT 2 MILES
 PN0928'NORTH OF STOCKBRIDGE AND ABOUT 1 MILE EAST OF THE SHORE OF
 PN0928'LAKE WINNEBAGO.  IT IS 55 FEET SOUTHWEST OF A 20 INCH MAPLE
 PN0928'TREE, 44 FEET NORTHEAST OF AN 18 INCH MAPLE TREE, 24 FEET SOUTH
 PN0928'OF A FENCE AND 15 FEET EAST OF A FENCE AND WHITE WITNESS POST.
 PN0928'THE MARK IS FLUSH AND THE DISK IS STAMPED HARRISON 1953.
 PN0928'
 PN0928'REFERENCE MARK NO. 1 IS 39 FEET SOUTHEAST OF THE MAPLE TREE
 PN0928'AND 17 FEET SOUTH OF THE FENCE.  THE MARK IS FLUSH AND THE
 PN0928'DISK IS STAMPED HARRISON NO 1 1953.
 PN0928'
 PN0928'REFERENCE MARK NO. 2 IS 20 FEET EAST OF THE FENCE AND 15 FEET
 PN0928'EAST OF A 15 INCH MAPLE TREE.  THE MARK IS FLUSH AND THE DISK IS
 PN0928'STAMPED HARRISON NO 2 1953.
 PN0928'
 PN0928'AZIMUTH MARK IS 50 FEET WEST OF THE CENTER OF STATE HIGHWAY
 PN0928'55, 30 FEET NORTH OF A FENCE CORNER, 3 FEET NORTH OF A WHITE
 PN0928'WITNESS POST AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS
 PN0928'ABOUT 4 INCHES AND THE DISK IS STAMPED HARRISON 1953.
 PN0928'
 PN0928'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55
 PN0928'AND COUNTY HIGHWAY E IN STOCKBRIDGE, GO NORTH ON HIGHWAY 55 FOR
 PN0928'1.9 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE
 PN0928'NORTH ON THE HIGHWAY FOR 0.2 MILE TO A GRAVEL ROAD LEFT.  TURN
 PN0928'LEFT AND GO WEST ON GRAVEL ROAD FOR 0.2 MILE TO A GRAVEL ROAD
 PN0928'LEFT.  TURN LEFT AND GO WEST ON GRAVEL ROAD FOR 0.2 MILE TO
 PN0928'A GATE INTO PASTURE FIELD ON THE RIGHT.  TURN RIGHT THROUGH
 PN0928'GATE AND GO NORTHWEST THROUGH PASTURE FOR 0.1 MILE TO THE
 PN0928'NORTHWEST CORNER OF THE PASTURE AND THE STATION AS DESCRIBED.
 PN0928'
 PN0928'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 PN0928
 PN0928                          STATION RECOVERY (1954)
 PN0928
 PN0928'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 PN0928'THE STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 PN0928'AS DESCRIBED IN THE 1953 DESCRIPTION.  THE 1954 OBSERVATIONS ARE
 PN0928'SHOWN BELOW.
 PN0928
 PN0928                          STATION RECOVERY (1974)
 PN0928
 PN0928'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 (HMN)
 PN0928'RECOVERED BY AERO METRIC ENGR. INC.
 PN0928'
 PN0928'HARRISON-GOOD CONDITION - AZI MK AND R.M. 1 GOOD.  R.M. 2 IS
 PN0928'GONE.  STATION IS 55 FT SW OF 30 IN MAPLE.  FENCE 15 FT WEST
 PN0928'IS GONE.  PLACED SURVEY MARKER SIGN ON WITNESS POST AND SET
 PN0928'20.6 FEET NORTH OF STATION.  WITNESS POST WAS LYING IN FENCELINE.
 PN0928'SET SURVEY MARKER SIGN ON WITNESS POST AT AZIMUTH MARK.  ALSO
 PN0928'SEND MORE MARKER SIGNS.
 PN0928
 PN0928                          STATION RECOVERY (1975)
 PN0928
 PN0928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 PN0928'STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 PN0928'RECOVERED IN GOOD CONDITION.  THE DISTANCE AND DIRECTION CHECKED
 PN0928'THE 1953 DATA.  MR. C.P. HEAD THE PROPERTY OWNER STATED THAT HE
 PN0928'WOULD LIKE TO HAVE THE MARKS MOVED FROM HIS PASTURE IN THE NEAR
 PN0928'FUTURE.  THE STATION IS ON A SMALL HILL IN A CULTIVATED FIELD OF
 PN0928'MR. C.P. HEAD.  IT IS 55 FEET SOUTHWEST OF A 20 INCH MAPPLE
 PN0928'TREE, 23 FEET SOUTH OF A FENCELINE AND 20 FEET SOUTH OF A METAL
 PN0928'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 PN0928'HARRISON 1953.
 PN0928'
 PN0928'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 AND
 PN0928'COUNTY HIGHWAY E IN STOCKBRIDGE, GO NORTH ON HIGHWAY E FOR 1.9 MILE
 PN0928'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE NORTH ON
 PN0928'THE HIGHWAY FOR 0.2 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 PN0928'WEST ON A PAVED ROAD FOR 0.2 MILE.  FROM HERE PACK NORTHERLY
 PN0928'ACROSS OPEN FIELD TO THE HIGHEST PART OF THE HILL AND THE STATION
 PN0928'ABOUT 0.1 MILE.
 PN0928'
 PN0928'REFERENCE MARK 1 IS 40 FEET SOUTHEAST OF THE 20 INCH MAPLE TREE
 PN0928'AND 16 FEET SOUTH OF A FENCELINE.  THE MONUMENT IS FLUSH AND THE
 PN0928'DISK IS STAMPED HARRISON NO 1 1953.
 PN0928'
 PN0928'REFERENCE MARK 2 IS 103 FEET SOUTH OF THE FENCELINE.  THE MONUMENT
 PN0928'IS UNDERGROUND ABOUT 1 INCH AND THE DISK IS STAMPED HARRISON NO 2
 PN0928'1953.
 PN0928'
 PN0928'AZIMUTH MARK IS 51 FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD,
 PN0928'50 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 55, 41 FEET SOUTH
 PN0928'OF A POWER POLE AND 3 FEET NORTH OF A METAL WITNESS POST.
 PN0928'
 PN0928'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NORTH
 PN0928'OF STOCKBRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF5986 ***********************************************************************
 DF5986  HT_MOD      -  This is a Height Modernization Survey Station.
 DF5986  DESIGNATION -  HARRISON C GPS
 DF5986  PID         -  DF5986
 DF5986  STATE/COUNTY-  WI/CALUMET
 DF5986  USGS QUAD   -  SHERWOOD (1992)
 DF5986
 DF5986                         *CURRENT SURVEY CONTROL
 DF5986  ___________________________________________________________________
 DF5986* NAD 83(1997)-  44 10 11.59950(N)    088 15 20.39992(W)     ADJUSTED  
 DF5986* NAVD 88     -       261.51   (meters)     858.0    (feet)  GPS OBS   
 DF5986  ___________________________________________________________________
 DF5986  X           -     139,489.878 (meters)                     COMP
 DF5986  Y           -  -4,580,381.339 (meters)                     COMP
 DF5986  Z           -   4,421,808.179 (meters)                     COMP
 DF5986  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 DF5986  ELLIP HEIGHT-         225.39  (meters)          (06/11/03) GPS OBS
 DF5986  GEOID HEIGHT-         -36.12  (meters)                     GEOID03
 DF5986
 DF5986  HORZ ORDER  -  FIRST
 DF5986  ELLP ORDER  -  THIRD     CLASS I
 DF5986
 DF5986.The horizontal coordinates were established by GPS observations
 DF5986.and adjusted by the National Geodetic Survey in June 2003..
 DF5986
 DF5986.The orthometric height was determined by GPS observations and a
 DF5986.high-resolution geoid model using precise GPS observation and
 DF5986.processing techniques.
 DF5986
 DF5986.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5986
 DF5986.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5986
 DF5986.The ellipsoidal height was determined by GPS observations
 DF5986.and is referenced to NAD 83.
 DF5986
 DF5986.The geoid height was determined by GEOID03.
 DF5986
 DF5986;                    North         East     Units Scale Factor Converg.
 DF5986;SPC WI S     -   242,523.273   739,499.486   MT  1.00002260   +1 11 54.7
 DF5986;SPC WI S     -   795,678.44  2,426,174.56   sFT  1.00002260   +1 11 54.7
 DF5986;UTM  16      - 4,891,508.814   399,615.502   MT  0.99972393   -0 52 30.0
 DF5986
 DF5986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5986!SPC WI S     -   0.99996466  x   1.00002260  =   0.99998726
 DF5986!UTM  16      -   0.99996466  x   0.99972393  =   0.99968860
 DF5986
 DF5986                          SUPERSEDED SURVEY CONTROL
 DF5986
 DF5986.No superseded survey control is available for this station.
 DF5986
 DF5986_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9961691509(NAD 83)
 DF5986_MARKER: DD = SURVEY DISK
 DF5986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5986_STAMPING: HARRISON C GPS 2001
 DF5986_MARK LOGO: WIDT  
 DF5986_PROJECTION: FLUSH
 DF5986_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF5986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5986+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2005
 DF5986
 DF5986  HISTORY     - Date     Condition        Report By
 DF5986  HISTORY     - 2001     MONUMENTED       WIDT
 DF5986  HISTORY     - 20030630 GOOD             USPSQD
 DF5986  HISTORY     - 20050817 GOOD             WIDT
 DF5986
 DF5986                          STATION DESCRIPTION
 DF5986
 DF5986'DESCRIBED BY WI DEPT OF TRANSP 2001 (TSS)
 DF5986'THE STATION IS LOCATED ABOUT 48 KM WEST-NORTHWEST OF MANITOWOC, 43 KM
 DF5986'SOUTHWEST OF
 DF5986'GREEN BAY AND 17 KM SOUTHEAST OF APPLETON.  OWNERSHIP--CALUMET COUNTY.
 DF5986'TO REACH THE
 DF5986'STATION FROM THE JUNCTION OF STATE HIGHWAY 55 WITH STATE HIGHWAY 114
 DF5986'ABOUT 1 KM
 DF5986'SOUTHWEST OF THE VILLAGE OF SHERWOOD, GO NORTH ON STATE HIGHWAYS 55
 DF5986'AND 114 FOR 0.8
 DF5986'KM TO COUNTY HIGHWAY B ON THE RIGHT, TURN RIGHT AND GO EAST ON COUNTY
 DF5986'HIGHWAY B FOR
 DF5986'0.5 KM TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DF5986'DEPARTMENT OF
 DF5986'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF5986'A 41-CM DIAMETER
 DF5986'CONCRETE POST SET TO A DEPTH OF  2.4 M AND ABOUT  0.3 M BELOW THE
 DF5986'HIGHWAY PAVEMENT.  THE
 DF5986'STATION IS 9.7 M SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY B, 25.0 M
 DF5986'SOUTH OF A POWER
 DF5986'POLE --91-26705--, 17.2 M NORTHWEST OF A YELLOW STEEL --R/W-- POST,
 DF5986'6.5 M NORTH OF A
 DF5986'CULTIVATED FIELD, 1.0 M WEST, 1.0 M EAST, AND 1.0 M NORTH OF THREE 4X4
 DF5986'ORANGE PLASTIC
 DF5986'WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF5986'EXTENDING HIGHER THAN
 DF5986'20 DEGREES ABOVE THE HORIZON.
 DF5986' 
 DF5986' 
 DF5986' 
 DF5986' 
 DF5986' 
 DF5986' 
 DF5986' 
 DF5986'
 DF5986
 DF5986                          STATION RECOVERY (2003)
 DF5986
 DF5986'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF5986'RECOVERED IN GOOD CONDITION.
 DF5986
 DF5986                          STATION RECOVERY (2005)
 DF5986
 DF5986'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DF5986'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5303 ***********************************************************************
 DH5303  DESIGNATION -  HARRISON N GPS
 DH5303  PID         -  DH5303
 DH5303  STATE/COUNTY-  WI/GRANT
 DH5303  USGS QUAD   -  ELLENBORO (1978)
 DH5303
 DH5303                         *CURRENT SURVEY CONTROL
 DH5303  ___________________________________________________________________
 DH5303* NAD 83(1997)-  42 45 42.54305(N)    090 33 49.30092(W)     ADJUSTED  
 DH5303* NAVD 88     -                                                        
 DH5303  ___________________________________________________________________
 DH5303  X           -     -46,142.584 (meters)                     COMP
 DH5303  Y           -  -4,689,932.325 (meters)                     COMP
 DH5303  Z           -   4,308,298.479 (meters)                     COMP
 DH5303  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 DH5303  ELLIP HEIGHT-         273.42  (meters)          (08/01/05) GPS OBS
 DH5303  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 DH5303
 DH5303  HORZ ORDER  -  FIRST
 DH5303  ELLP ORDER  -  SECOND    CLASS I
 DH5303
 DH5303.The horizontal coordinates were established by GPS observations
 DH5303.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5303
 DH5303
 DH5303.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5303
 DH5303.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5303
 DH5303.The ellipsoidal height was determined by GPS observations
 DH5303.and is referenced to NAD 83.
 DH5303
 DH5303.The geoid height was determined by GEOID03.
 DH5303
 DH5303;                    North         East     Units Scale Factor Converg.
 DH5303;SPC WI S     -    84,787.367   553,859.258   MT  0.99999438   -0 23 14.3
 DH5303;SPC WI S     -   278,173.22  1,817,119.92   sFT  0.99999438   -0 23 14.3
 DH5303;UTM  15      - 4,737,244.113   699,349.324   MT  1.00008894   +1 39 16.8
 DH5303
 DH5303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5303!SPC WI S     -   0.99995712  x   0.99999438  =   0.99995150
 DH5303!UTM  15      -   0.99995712  x   1.00008894  =   1.00004606
 DH5303
 DH5303                          SUPERSEDED SURVEY CONTROL
 DH5303
 DH5303.No superseded survey control is available for this station.
 DH5303
 DH5303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9934937244(NAD 83)
 DH5303_MARKER: DD = SURVEY DISK
 DH5303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5303_STAMPING: HARRISON N GPS 2004
 DH5303_MARK LOGO: WIDT  
 DH5303_PROJECTION: FLUSH
 DH5303_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5303+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5303
 DH5303  HISTORY     - Date     Condition        Report By
 DH5303  HISTORY     - 2003     MONUMENTED       WIDT
 DH5303
 DH5303                          STATION DESCRIPTION
 DH5303
 DH5303'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5303'OWNERSHIP--TOWNSHIP OF HARRISON.  TO REACH THE STATION FROM THE
 DH5303'JUNCTION OF STATE HIGHWAY 81 WITH COUNTY HIGHWAY D ABOUT 1 MI
 DH5303'NORTHWEST OF THE CITY  OF PLATTEVILLE, GO WEST-NORTHWEST ON STATE
 DH5303'HIGHWAY 81 FOR 2.6 MI TO BUNKER RIDGE ROAD  ON THE RIGHT AND WHIG ROAD
 DH5303'ON THE LEFT, TURN LEFT AND GO SOUTH ON WHIG ROAD FOR 0.8 MI  TO PINE
 DH5303'GROVE ROAD ON THE LEFT AND BAKER FORD ROAD ON THE RIGHT, TURN RIGHT
 DH5303'AND GO  WEST ON BAKER FORD ROAD FOR 0.95 MI  TO THE STATION ON THE
 DH5303'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH5303'TRANSPORTATION GEODETIC  SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH5303'A 41-CM DIAMETER CONCRETE POST ABOUT  LEVEL WITH THE ROAD PAVEMENT.
 DH5303'THE STATION IS 7.2 M NORTH OF THE CENTERLINE OF BAKER  FORD ROAD, 74 M
 DH5303'EAST OF THE CENTERLINE OF SNOWY LANE, 49.6 M  WEST-NORTHWEST OF A
 DH5303'POWERPOLE, 1 M SOUTH OF A CULTIVATED FIELD, 1.0 M EAST OF AN  ORANGE
 DH5303'4X4  PLASTIC WITNESS POST AND 1.0 M WEST OF AN ORANGE 4X4 PLASTIC
 DH5303'WITNESS POST.  ---NOTE---THIS  STATION HAS NO VISIBLE  OBSTRUCTIONS
 DH5303'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF6121 ***********************************************************************
 DF6121  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6121  DESIGNATION -  HARRISON S GPS
 DF6121  PID         -  DF6121
 DF6121  STATE/COUNTY-  WI/CALUMET
 DF6121  USGS QUAD   -  SHERWOOD (1992)
 DF6121
 DF6121                         *CURRENT SURVEY CONTROL
 DF6121  ___________________________________________________________________
 DF6121* NAD 83(1997)-  44 07 56.06926(N)    088 15 54.45261(W)     ADJUSTED  
 DF6121* NAVD 88     -       290.26   (meters)     952.3    (feet)  GPS OBS   
 DF6121  ___________________________________________________________________
 DF6121  X           -     138,822.534 (meters)                     COMP
 DF6121  Y           -  -4,583,337.521 (meters)                     COMP
 DF6121  Z           -   4,418,826.646 (meters)                     COMP
 DF6121  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 DF6121  ELLIP HEIGHT-         254.16  (meters)          (06/11/03) GPS OBS
 DF6121  GEOID HEIGHT-         -36.10  (meters)                     GEOID03
 DF6121
 DF6121  HORZ ORDER  -  FIRST
 DF6121  ELLP ORDER  -  THIRD     CLASS I
 DF6121
 DF6121.The horizontal coordinates were established by GPS observations
 DF6121.and adjusted by the National Geodetic Survey in June 2003..
 DF6121
 DF6121.The orthometric height was determined by GPS observations and a
 DF6121.high-resolution geoid model using precise GPS observation and
 DF6121.processing techniques.
 DF6121
 DF6121.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6121
 DF6121.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6121
 DF6121.The ellipsoidal height was determined by GPS observations
 DF6121.and is referenced to NAD 83.
 DF6121
 DF6121.The geoid height was determined by GEOID03.
 DF6121
 DF6121;                    North         East     Units Scale Factor Converg.
 DF6121;SPC WI S     -   238,325.135   738,830.151   MT  1.00001398   +1 11 31.3
 DF6121;SPC WI S     -   781,905.05  2,423,978.59   sFT  1.00001398   +1 11 31.3
 DF6121;UTM  16      - 4,887,338.862   398,794.967   MT  0.99972597   -0 52 51.6
 DF6121
 DF6121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6121!SPC WI S     -   0.99996015  x   1.00001398  =   0.99997413
 DF6121!UTM  16      -   0.99996015  x   0.99972597  =   0.99968613
 DF6121
 DF6121                          SUPERSEDED SURVEY CONTROL
 DF6121
 DF6121.No superseded survey control is available for this station.
 DF6121
 DF6121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9879587339(NAD 83)
 DF6121_MARKER: DD = SURVEY DISK
 DF6121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6121_STAMPING: HARRISON S GPS 2001
 DF6121_MARK LOGO: WIDT  
 DF6121_PROJECTION: FLUSH
 DF6121_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6121+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2005
 DF6121
 DF6121  HISTORY     - Date     Condition        Report By
 DF6121  HISTORY     - 2001     MONUMENTED       WIDT
 DF6121  HISTORY     - 20030630 GOOD             USPSQD
 DF6121  HISTORY     - 20050817 GOOD             WIDT
 DF6121
 DF6121                          STATION DESCRIPTION
 DF6121
 DF6121'DESCRIBED BY WI DEPT OF TRANSP 2001 (TSS)
 DF6121'THE STATION IS LOCATED ABOUT 20 KM SOUTHEAST OF APPLETON, 17 KM
 DF6121'SOUTHWEST OF BRILLION,
 DF6121'AND 14 KM NORTHWEST OF CHILTON.  OWNERSHIP--TOWN OF HARRISON.  TO
 DF6121'REACH THE STATION
 DF6121'FROM THE JUNCTION OF STATE HIGHWAY 55 WITH STATE HIGHWAY 114 ABOUT 16
 DF6121'KM SOUTHWEST OF
 DF6121'THE CITY OF APPLETON GO SOUTH ON STATE HIGHWAY 114 FOR 2.0 KM TO KEES
 DF6121'ROAD, CONTINUE
 DF6121'SOUTH ON KEES ROAD FOR 1.1 KM TO THE STATION ON THE RIGHT.  THE
 DF6121'STATION IS A BRONZE
 DF6121'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DF6121'DISK SET IN
 DF6121'THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT 0.3 M BELOW THE ROAD
 DF6121'PAVEMENT.  THE
 DF6121'STATION IS 8.4 M WEST OF THE CENTERLINE OF KEES ROAD, 21.5 M SOUTHWEST
 DF6121'OF A POWER POLE
 DF6121'--35-5--, 1 M EAST OF A CULTIVATED FIELD, 0.6 M EAST OF A WHITE
 DF6121'PLASTIC WITNESS POST, 1.0 M
 DF6121'WEST, 1.0 M SOUTH, AND 1.0 M NORTH OF THREE 4X4 ORANGE PLASTIC WITNESS
 DF6121'POSTS.
 DF6121'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF6121'THAN 20 DEGREES
 DF6121'ABOVE THE HORIZON.
 DF6121' 
 DF6121' 
 DF6121' 
 DF6121' 
 DF6121' 
 DF6121'
 DF6121
 DF6121                          STATION RECOVERY (2003)
 DF6121
 DF6121'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6121'STATION RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS IN THE
 DF6121'CENTER OF A TRIANGLE FORMED BY THREE ORANGE PLASTIC GUARD POSTS.
 DF6121
 DF6121                          STATION RECOVERY (2005)
 DF6121
 DF6121'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DF6121'RECOVERED IN GOOD CONDITION.  NOTE-- THERE IS NO WHITE PLASTIC WITNESS
 DF6121'POST PRESENT.  THE POWER POLE IS ALSO NUMBERED --81-20103--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5307 ***********************************************************************
 DH5307  DESIGNATION -  HARRISON S GPS
 DH5307  PID         -  DH5307
 DH5307  STATE/COUNTY-  WI/GRANT
 DH5307  USGS QUAD   -  POTOSI (1972)
 DH5307
 DH5307                         *CURRENT SURVEY CONTROL
 DH5307  ___________________________________________________________________
 DH5307* NAD 83(1997)-  42 41 25.49491(N)    090 38 56.06577(W)     ADJUSTED  
 DH5307* NAVD 88     -                                                        
 DH5307  ___________________________________________________________________
 DH5307  X           -     -53,177.548 (meters)                     COMP
 DH5307  Y           -  -4,695,153.586 (meters)                     COMP
 DH5307  Z           -   4,302,391.567 (meters)                     COMP
 DH5307  LAPLACE CORR-          -4.09  (seconds)                    DEFLEC99
 DH5307  ELLIP HEIGHT-         155.65  (meters)          (08/01/05) GPS OBS
 DH5307  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 DH5307
 DH5307  HORZ ORDER  -  FIRST
 DH5307  ELLP ORDER  -  SECOND    CLASS I
 DH5307
 DH5307.The horizontal coordinates were established by GPS observations
 DH5307.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5307
 DH5307
 DH5307.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5307
 DH5307.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5307
 DH5307.The ellipsoidal height was determined by GPS observations
 DH5307.and is referenced to NAD 83.
 DH5307
 DH5307.The geoid height was determined by GEOID03.
 DH5307
 DH5307;                    North         East     Units Scale Factor Converg.
 DH5307;SPC WI S     -    76,906.418   546,822.673   MT  1.00000893   -0 26 45.1
 DH5307;SPC WI S     -   252,317.14  1,794,034.05   sFT  1.00000893   -0 26 45.1
 DH5307;UTM  15      - 4,729,116.954   692,597.433   MT  1.00005638   +1 35 40.6
 DH5307
 DH5307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5307!SPC WI S     -   0.99997559  x   1.00000893  =   0.99998452
 DH5307!UTM  15      -   0.99997559  x   1.00005638  =   1.00003197
 DH5307
 DH5307                          SUPERSEDED SURVEY CONTROL
 DH5307
 DH5307.No superseded survey control is available for this station.
 DH5307
 DH5307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9259729117(NAD 83)
 DH5307_MARKER: DD = SURVEY DISK
 DH5307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5307_STAMPING: HARRISON S GPS 2004
 DH5307_MARK LOGO: WIDT  
 DH5307_PROJECTION: FLUSH
 DH5307_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5307+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5307
 DH5307  HISTORY     - Date     Condition        Report By
 DH5307  HISTORY     - 2003     MONUMENTED       WIDT
 DH5307
 DH5307                          STATION DESCRIPTION
 DH5307
 DH5307'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5307'OWNERSHIP--GRANT COUNTY.  TO REACH THE STATION FROM THE  JUNCTION OF
 DH5307'US HIGHWAY 61 AND STATE HIGHWAY 35 WITH STATE HIGHWAY 133 AND COUNTY
 DH5307'HIGHWAY O (TENNYSON STREET) IN THE VILLAGE OF TENNYSON, GO EAST ON
 DH5307'COUNTY HIGHWAY O  (TENNYSON STREET) FOR 2.5 MI TO BIG PLATT ROAD ON
 DH5307'THE LEFT, CONTINUE SOUTH ON COUNTY  HIGHWAY O (TENNYSON STREET) FOR
 DH5307'0.05 MI TO THE STATION ON THE LEFT.  THE STATION IS A  BRONZE
 DH5307'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC  SURVEY CONTROL
 DH5307'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT 1
 DH5307'M  BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 9.6 M EAST OF THE
 DH5307'CENTERLINE OF COUNTY  HIGHWAY O (TENNYSON STREET), 66 M SOUTH OF THE
 DH5307'CENTERLINE OF BIG PLATT ROAD, 44.2 M  SOUTHEAST OF A TELEPHONE
 DH5307'PEDESTAL --6602 1000 2--, 2.0 M WEST OF A BARBED WIRE FENCE, 1.0 M
 DH5307'WEST OF AN ORANGE 4X4  PLASTIC WITNESS POST, 1.0 M SOUTHEAST OF AN
 DH5307'ORANGE 4X4 PLASTIC WITNESS POST AND 1.0 M  NORTHEAST OF AN ORANGE 4X4
 DH5307'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH5307'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT
 DH5307'FOR TREES TO  THE NORTHEAST EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6220 ***********************************************************************
 AI6220  DESIGNATION -  HARTFORD C GPS
 AI6220  PID         -  AI6220
 AI6220  STATE/COUNTY-  WI/WASHINGTON
 AI6220  USGS QUAD   -  HARTFORD EAST (1976)
 AI6220
 AI6220                         *CURRENT SURVEY CONTROL
 AI6220  ___________________________________________________________________
 AI6220* NAD 83(1997)-  43 19 04.34803(N)    088 20 47.43594(W)     ADJUSTED  
 AI6220* NAVD 88     -       307.757  (meters)    1009.70   (feet)  ADJUSTED  
 AI6220  ___________________________________________________________________
 AI6220  X           -     134,117.178 (meters)                     COMP
 AI6220  Y           -  -4,646,060.645 (meters)                     COMP
 AI6220  Z           -   4,353,449.565 (meters)                     COMP
 AI6220  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 AI6220  ELLIP HEIGHT-         273.07  (meters)          (11/17/00) GPS OBS
 AI6220  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 AI6220  DYNAMIC HT  -         307.681 (meters)    1009.45  (feet)  COMP
 AI6220  MODELED GRAV-     980,366.1   (mgal)                       NAVD 88
 AI6220
 AI6220  HORZ ORDER  -  FIRST
 AI6220  VERT ORDER  -  SECOND    CLASS I
 AI6220  ELLP ORDER  -  THIRD     CLASS II
 AI6220
 AI6220.The horizontal coordinates were established by GPS observations
 AI6220.and adjusted by the National Geodetic Survey in July 2000..
 AI6220
 AI6220.The orthometric height was determined by differential leveling
 AI6220.and adjusted by the National Geodetic Survey in October 2000..
 AI6220
 AI6220.Photographs are available for this station.
 AI6220
 AI6220.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6220
 AI6220.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6220
 AI6220.The ellipsoidal height was determined by GPS observations
 AI6220.and is referenced to NAD 83.
 AI6220
 AI6220.The geoid height was determined by GEOID03.
 AI6220
 AI6220.The dynamic height is computed by dividing the NAVD 88
 AI6220.geopotential number by the normal gravity value computed on the
 AI6220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6220.degrees latitude (g = 980.6199 gals.).
 AI6220
 AI6220.The modeled gravity was interpolated from observed gravity values.
 AI6220
 AI6220;                    North         East     Units Scale Factor Converg.
 AI6220;SPC WI S     -   147,732.727   734,112.368   MT  0.99993360   +1 08 10.0
 AI6220;SPC WI S     -   484,686.46  2,408,500.33   sFT  0.99993360   +1 08 10.0
 AI6220;UTM  16      - 4,796,995.464   390,815.046   MT  0.99974665   -0 55 25.9
 AI6220
 AI6220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6220!SPC WI S     -   0.99995718  x   0.99993360  =   0.99989078
 AI6220!UTM  16      -   0.99995718  x   0.99974665  =   0.99970384
 AI6220
 AI6220                          SUPERSEDED SURVEY CONTROL
 AI6220
 AI6220  ELLIP H (07/06/00)  273.07   (m)                       GP(       ) 2 1
 AI6220  NAVD 88 (07/06/00)  307.76   (m)         1009.7    (f) LEVELING    3  
 AI6220
 AI6220.Superseded values are not recommended for survey control.
 AI6220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6220.See file dsdata.txt to determine how the superseded data were derived.
 AI6220
 AI6220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9081596995(NAD 83)
 AI6220_MARKER: DD = SURVEY DISK
 AI6220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6220_STAMPING: HARTFORD C GPS 1999
 AI6220_MARK LOGO: WIDT  
 AI6220_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6220+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2003
 AI6220
 AI6220  HISTORY     - Date     Condition        Report By
 AI6220  HISTORY     - 1999     MONUMENTED       WIDT
 AI6220  HISTORY     - 20010922 GOOD             JCLS
 AI6220  HISTORY     - 20020614 GOOD             JCLS
 AI6220  HISTORY     - 20031109 GOOD             USPSQD
 AI6220
 AI6220                          STATION DESCRIPTION
 AI6220
 AI6220'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6220'THE STATION IS LOCATED ABOUT 14.5 KM (9.00 MI) SOUTHWEST OF WEST BEND,
 AI6220'1.6 KM (1.00 MI) EAST OF HARTFORD.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 AI6220'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AI6220'HIGHWAY 83 (MAIN STREET) WITH STATE HIGHWAY 60 (SUMNER STREET) IN THE
 AI6220'CITY OF HARTFORD, GO EAST ON STATE HIGHWAY 60 (SUMNER STREET) FOR 2.98
 AI6220'KM (1.85 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 AI6220'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 AI6220'DISK STAMPED --HARTFORD C GPS 1999-- AND SET IN THE TOP OF A 41 CM
 AI6220'(16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 1.5 M
 AI6220'(4.9 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 14.1 M (46.3 FT)
 AI6220'NORTH-NORTHEAST OF THE EDGE OF PAVEMENT OF EAST BOUND LANES OF STATE
 AI6220'HIGHWAY 60, 36.1 M (118.4 FT) NORTHEAST OF SOUTHERN MOST WOOD POST FOR
 AI6220'--WELCOME TO HARTFORD-- SIGN, 36.1 M (118.4 FT) NORTH-NORTHWEST OF
 AI6220'YELLOW FIBERGLASS POST FOR --CAUTION GAS PIPELINE-- SIGN, 35.8 M
 AI6220'(117.5 FT) NORTH-NORTHWEST OF TOP CENTER OF METAL GAS LINE TEST POINT
 AI6220'CAP, 28.0 M (91.9 FT) NORTH-NORTHWEST OF CENTERLINE PIKE LAKE ROAD,
 AI6220'24.1 M (79.1 FT) SOUTHWEST OF WOOD POST FOR --RIDE SHARE INFO CALL 1
 AI6220'800-455-POOL-- SIGN, AND 1.0 M (3.3 FT) NORTH OF A WHITE PLASTIC
 AI6220'WITNESS POST.  ---NOTE--- THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 AI6220'EXTENDING TO MORE THAN 15 DEGREES ABOVE THE HORIZON.
 AI6220
 AI6220                          STATION RECOVERY (2001)
 AI6220
 AI6220'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (MRY)
 AI6220'RECOVERED AS DESCRIBED
 AI6220
 AI6220                          STATION RECOVERY (2002)
 AI6220
 AI6220'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 AI6220'RECOVERED IN GOOD CONDITION.
 AI6220
 AI6220                          STATION RECOVERY (2003)
 AI6220
 AI6220'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0821 ***********************************************************************
 OM0821  DESIGNATION -  HARTFORD KRAFT CO WATER TANK
 OM0821  PID         -  OM0821
 OM0821  STATE/COUNTY-  WI/WASHINGTON
 OM0821  USGS QUAD   -  HARTFORD WEST (1976)
 OM0821
 OM0821                         *CURRENT SURVEY CONTROL
 OM0821  ___________________________________________________________________
 OM0821* NAD 83(1991)-  43 19 10.86873(N)    088 22 37.66728(W)     ADJUSTED  
 OM0821* NAVD 88     -                                                        
 OM0821  ___________________________________________________________________
 OM0821  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 OM0821  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 OM0821
 OM0821  HORZ ORDER  -  THIRD
 OM0821
 OM0821.The horizontal coordinates were established by classical geodetic methods
 OM0821.and adjusted by the National Geodetic Survey in November 1991..
 OM0821
 OM0821
 OM0821.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0821
 OM0821.The geoid height was determined by GEOID03.
 OM0821
 OM0821;                    North         East     Units Scale Factor Converg.
 OM0821;SPC WI S     -   147,885.120   731,625.236   MT  0.99993356   +1 06 54.3
 OM0821;SPC WI S     -   485,186.43  2,400,340.46   sFT  0.99993356   +1 06 54.3
 OM0821;UTM  16      - 4,797,237.115   388,335.455   MT  0.99975338   -0 56 41.6
 OM0821
 OM0821                          SUPERSEDED SURVEY CONTROL
 OM0821
 OM0821  NAD 83(1986)-  43 19 10.86024(N)    088 22 37.67474(W) AD(       ) 4
 OM0821  NAD 27      -  43 19 10.86200(N)    088 22 37.32400(W) AD(       ) 3
 OM0821
 OM0821.Superseded values are not recommended for survey control.
 OM0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0821.See file dsdata.txt to determine how the superseded data were derived.
 OM0821
 OM0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8833597237(NAD 83)
 OM0821
 OM0821  HISTORY     - Date     Condition        Report By
 OM0821  HISTORY     - 1953     MONUMENTED       CGS
 OM0821  HISTORY     - 1957     SEE DESCRIPTION  CGS
 OM0821  HISTORY     - 19941111 MARK NOT FOUND   USPSQD
 OM0821  HISTORY     - 20031121 MARK NOT FOUND   USPSQD
 OM0821
 OM0821                          STATION DESCRIPTION
 OM0821
 OM0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0821'STATION IS THE CENTER OF THE TOP OF THE KRAFT CO. WATER TANK
 OM0821'LOCATED IN THE EAST CENTRAL SECTION OF HARTFORD ABOUT 100 FEET
 OM0821'SOUTHWEST OF THE INTERSECTION OF 1ST STREET AND WISCONSIN STREET.
 OM0821'IT IS A FOUR-LEGGED STEEL STRUCTURE ABOUT 90 FEET HIGH, IS
 OM0821'PAINTED BLACK AND HAS THE NAME KRAFT PAINTED ON THE SOUTH
 OM0821'SIDE IN WHITE LETTERS.
 OM0821
 OM0821                          STATION RECOVERY (1957)
 OM0821
 OM0821'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (LFV)
 OM0821'INTERSECTION STATION RECOVERED AS DESCRIBED ESCEPT FOR THE
 OM0821'FOLLOWING.  TANK IS A FADED GREY AND HAS THE NAME KRAFT PAINTED
 OM0821'ON THE SOUTHEASTERLY SIDE IN RED LETTERS.
 OM0821
 OM0821                          STATION RECOVERY (1994)
 OM0821
 OM0821'RECOVERY NOTE BY US POWER SQUADRON 1994
 OM0821'MARK NOT FOUND.
 OM0821
 OM0821                          STATION RECOVERY (2003)
 OM0821
 OM0821'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0821'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0824 ***********************************************************************
 OM0824  DESIGNATION -  HARTFORD MUNICIPAL TANK
 OM0824  PID         -  OM0824
 OM0824  STATE/COUNTY-  WI/WASHINGTON
 OM0824  USGS QUAD   -  HARTFORD WEST (1976)
 OM0824
 OM0824                         *CURRENT SURVEY CONTROL
 OM0824  ___________________________________________________________________
 OM0824* NAD 83(1991)-  43 19 22.26261(N)    088 22 50.50402(W)     ADJUSTED  
 OM0824* NAVD 88     -                                                        
 OM0824  ___________________________________________________________________
 OM0824  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 OM0824  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 OM0824
 OM0824  HORZ ORDER  -  THIRD
 OM0824
 OM0824.The horizontal coordinates were established by classical geodetic methods
 OM0824.and adjusted by the National Geodetic Survey in November 1991..
 OM0824
 OM0824
 OM0824.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0824
 OM0824.The geoid height was determined by GEOID03.
 OM0824
 OM0824;                    North         East     Units Scale Factor Converg.
 OM0824;SPC WI S     -   148,231.033   731,329.239   MT  0.99993348   +1 06 45.5
 OM0824;SPC WI S     -   486,321.31  2,399,369.34   sFT  0.99993348   +1 06 45.5
 OM0824;UTM  16      - 4,797,593.380   388,052.134   MT  0.99975416   -0 56 50.7
 OM0824
 OM0824                          SUPERSEDED SURVEY CONTROL
 OM0824
 OM0824  NAD 83(1986)-  43 19 22.25406(N)    088 22 50.51143(W) AD(       ) 4
 OM0824  NAD 27      -  43 19 22.25000(N)    088 22 50.17300(W) AD(       ) 3
 OM0824
 OM0824.Superseded values are not recommended for survey control.
 OM0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0824.See file dsdata.txt to determine how the superseded data were derived.
 OM0824
 OM0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8805297593(NAD 83)
 OM0824
 OM0824  HISTORY     - Date     Condition        Report By
 OM0824  HISTORY     - 1953     MONUMENTED       CGS
 OM0824  HISTORY     - 19941111 GOOD             USPSQD
 OM0824  HISTORY     - 20021216 GOOD             USPSQD
 OM0824  HISTORY     - 20040319 GOOD             USPSQD
 OM0824
 OM0824                          STATION DESCRIPTION
 OM0824
 OM0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0824'STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL WATER TANK
 OM0824'LOCATED IN THE NORTHEAST SECTION OF HARTFORD ABOUT 25 FEET
 OM0824'SOUTH OF THE INTERSECTION OF EAST CENTER STREET AND HIGH STREET.
 OM0824'IT IS A SIX-LEGGED STEEL STRUCTURE ABOUT 120 FEET HIGH, IS
 OM0824'PAINTED SILVER AND HAS THE NAME HARTFORD PAINTED ON THE EAST
 OM0824'AND WEST SIDES IN BLACK LETTERS.
 OM0824
 OM0824                          STATION RECOVERY (1994)
 OM0824
 OM0824'RECOVERY NOTE BY US POWER SQUADRON 1994
 OM0824'RECOVERED IN GOOD CONDITION.
 OM0824
 OM0824                          STATION RECOVERY (2002)
 OM0824
 OM0824'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0824'RECOVERED IN GOOD CONDITION.
 OM0824
 OM0824                          STATION RECOVERY (2004)
 OM0824
 OM0824'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 OM0824'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0823 ***********************************************************************
 OM0823  DESIGNATION -  HARTFORD RADIO STA WTKM MAST
 OM0823  PID         -  OM0823
 OM0823  STATE/COUNTY-  WI/WASHINGTON
 OM0823  USGS QUAD   -  HARTFORD WEST (1976)
 OM0823
 OM0823                         *CURRENT SURVEY CONTROL
 OM0823  ___________________________________________________________________
 OM0823* NAD 83(1991)-  43 16 47.69540(N)    088 23 04.53182(W)     ADJUSTED  
 OM0823* NAVD 88     -                                                        
 OM0823  ___________________________________________________________________
 OM0823  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 OM0823  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 OM0823
 OM0823  HORZ ORDER  -  THIRD
 OM0823
 OM0823.The horizontal coordinates were established by classical geodetic methods
 OM0823.and adjusted by the National Geodetic Survey in November 1991..
 OM0823
 OM0823
 OM0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0823
 OM0823.The geoid height was determined by GEOID03.
 OM0823
 OM0823;                    North         East     Units Scale Factor Converg.
 OM0823;SPC WI S     -   143,456.056   731,105.649   MT  0.99993478   +1 06 35.8
 OM0823;SPC WI S     -   470,655.41  2,398,635.78   sFT  0.99993478   +1 06 35.8
 OM0823;UTM  16      - 4,792,830.379   387,657.148   MT  0.99975525   -0 56 57.6
 OM0823
 OM0823                          SUPERSEDED SURVEY CONTROL
 OM0823
 OM0823  NAD 83(1986)-  43 16 47.68693(N)    088 23 04.53964(W) AD(       ) 4
 OM0823  NAD 27      -  43 16 47.67400(N)    088 23 04.20100(W) AD(       ) 3
 OM0823
 OM0823.Superseded values are not recommended for survey control.
 OM0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0823.See file dsdata.txt to determine how the superseded data were derived.
 OM0823
 OM0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8765792830(NAD 83)
 OM0823
 OM0823  HISTORY     - Date     Condition        Report By
 OM0823  HISTORY     - 1953     MONUMENTED       CGS
 OM0823  HISTORY     - 20021227 GOOD             USPSQD
 OM0823  HISTORY     - 20040319 GOOD             USPSQD
 OM0823
 OM0823                          STATION DESCRIPTION
 OM0823
 OM0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0823'STATION IS THE CENTER OF THE WTKM RADIO MAST, LOCATED ALONG
 OM0823'THE SOUTH SIDE OF COUNTY HIGHWAY E ABOUT 3 MILES SOUTH OF
 OM0823'HARTFORD AND 0.7 MILES WEST OF STATE HIGHWAY 83.  IT IS A
 OM0823'FOUR-LEGGED STEEL STRUCTURE ABOUT 320 FEET HIGH, IS PAINTED
 OM0823'IN ALTERNATE SECTIONS OF RED AND WHITE AND HAS A RED LIGHT AT
 OM0823'THE TOP.
 OM0823'
 OM0823'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 60
 OM0823'AND 83 IN HARTFORD, GO SOUTH ON HIGHWAY 83 FOR 2.65 MILES TO
 OM0823'THE JUNCTION OF COUNTY HIGHWAY E.  TURN RIGHT ON HIGHWAY E
 OM0823'AND GO WEST FOR 0.7 MILE TO THE MAST ON THE LEFT.
 OM0823
 OM0823                          STATION RECOVERY (2002)
 OM0823
 OM0823'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0823'RECOVERED IN GOOD CONDITION. CORRECTION-- COUNTY E TURNS EAST FROM
 OM0823'HIGHWAY 83.  IT IS WEST WATERFORD ROAD THAT TURNS WEST TO THE STATION
 OM0823'ON THE LEFT.  THE MAST IS SOUTH OF THE RESIDENCE AT 6965 WEST
 OM0823'WATERFORD ROAD.
 OM0823
 OM0823                          STATION RECOVERY (2004)
 OM0823
 OM0823'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 OM0823'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0822 ***********************************************************************
 OM0822  DESIGNATION -  HARTFORD ST KILIANS CATH CH
 OM0822  PID         -  OM0822
 OM0822  STATE/COUNTY-  WI/WASHINGTON
 OM0822  USGS QUAD   -  HARTFORD WEST (1976)
 OM0822
 OM0822                         *CURRENT SURVEY CONTROL
 OM0822  ___________________________________________________________________
 OM0822* NAD 83(1991)-  43 19 19.79664(N)    088 22 56.25907(W)     ADJUSTED  
 OM0822* NAVD 88     -                                                        
 OM0822  ___________________________________________________________________
 OM0822  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 OM0822  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 OM0822
 OM0822  HORZ ORDER  -  THIRD
 OM0822
 OM0822.The horizontal coordinates were established by classical geodetic methods
 OM0822.and adjusted by the National Geodetic Survey in November 1991..
 OM0822
 OM0822
 OM0822.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0822
 OM0822.The geoid height was determined by GEOID03.
 OM0822
 OM0822;                    North         East     Units Scale Factor Converg.
 OM0822;SPC WI S     -   148,152.434   731,201.079   MT  0.99993350   +1 06 41.5
 OM0822;SPC WI S     -   486,063.44  2,398,948.87   sFT  0.99993350   +1 06 41.5
 OM0822;UTM  16      - 4,797,519.452   387,921.256   MT  0.99975452   -0 56 54.6
 OM0822
 OM0822                          SUPERSEDED SURVEY CONTROL
 OM0822
 OM0822  NAD 83(1986)-  43 19 19.78809(N)    088 22 56.26647(W) AD(       ) 4
 OM0822  NAD 27      -  43 19 19.78700(N)    088 22 55.92500(W) AD(       ) 3
 OM0822
 OM0822.Superseded values are not recommended for survey control.
 OM0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0822.See file dsdata.txt to determine how the superseded data were derived.
 OM0822
 OM0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8792197519(NAD 83)
 OM0822
 OM0822  HISTORY     - Date     Condition        Report By
 OM0822  HISTORY     - 1953     MONUMENTED       CGS
 OM0822  HISTORY     - 1957     SEE DESCRIPTION  CGS
 OM0822  HISTORY     - 20031121 MARK NOT FOUND   USPSQD
 OM0822
 OM0822                          STATION DESCRIPTION
 OM0822
 OM0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0822'STATION IS A CROSS AT THE TOP OF THE SPIRE OF THE ST. KILIAN
 OM0822'CATHOLIC CHURCH LOCATED IN THE NORTHEAST SECTION OF HARTFORD
 OM0822'ABOUT 100 FEET EAST OF THE INTERSECTION OF STATE STREET AND
 OM0822'FOREST STREET.  IT IS A WOODEN STRUCTURE COVERED WITH GREY
 OM0822'SHINGLES RISING ABOUT 60 FEET ABOVE THE SOUTH END OF THE YELLOW
 OM0822'BRICK CHURCH BUILDING.
 OM0822
 OM0822                          STATION RECOVERY (1957)
 OM0822
 OM0822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (LFV)
 OM0822'INTERSECTION STATION HAS BEEN DESTROYED, BUILDING IS IN THE
 OM0822'PROCESS OF BEING DEMOLISHED.
 OM0822
 OM0822                          STATION RECOVERY (2003)
 OM0822
 OM0822'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0822'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0791 ***********************************************************************
 OM0791  DESIGNATION -  HARTLAND MUNICIPAL TANK
 OM0791  PID         -  OM0791
 OM0791  STATE/COUNTY-  WI/WAUKESHA
 OM0791  USGS QUAD   -  HARTLAND (1994)
 OM0791
 OM0791                         *CURRENT SURVEY CONTROL
 OM0791  ___________________________________________________________________
 OM0791* NAD 83(1991)-  43 06 19.24906(N)    088 21 01.07313(W)     ADJUSTED  
 OM0791* NAVD 88     -                                                        
 OM0791  ___________________________________________________________________
 OM0791  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 OM0791  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 OM0791
 OM0791  HORZ ORDER  -  THIRD
 OM0791
 OM0791.The horizontal coordinates were established by classical geodetic methods
 OM0791.and adjusted by the National Geodetic Survey in November 1991..
 OM0791
 OM0791
 OM0791.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0791
 OM0791.The geoid height was determined by GEOID03.
 OM0791
 OM0791;                    North         East     Units Scale Factor Converg.
 OM0791;SPC WI S     -   124,121.575   734,272.213   MT  0.99994581   +1 08 00.7
 OM0791;SPC WI S     -   407,222.20  2,409,024.75   sFT  0.99994581   +1 08 00.7
 OM0791;UTM  16      - 4,773,398.311   390,126.954   MT  0.99974851   -0 55 22.1
 OM0791
 OM0791                          SUPERSEDED SURVEY CONTROL
 OM0791
 OM0791  NAD 83(1986)-  43 06 19.24133(N)    088 21 01.08242(W) AD(       ) 4
 OM0791  NAD 27      -  43 06 19.21500(N)    088 21 00.74500(W) AD(       ) 3
 OM0791
 OM0791.Superseded values are not recommended for survey control.
 OM0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0791.See file dsdata.txt to determine how the superseded data were derived.
 OM0791
 OM0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9012773398(NAD 83)
 OM0791
 OM0791  HISTORY     - Date     Condition        Report By
 OM0791  HISTORY     - 1957     MONUMENTED       CGS
 OM0791  HISTORY     - 20021216 MARK NOT FOUND   USPSQD
 OM0791
 OM0791                          STATION DESCRIPTION
 OM0791
 OM0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 OM0791'THE STATION IS THE FINIAL AT THE APEX OF THE TANK.  THE TANK
 OM0791'IS SUPPORTED BY A 4 LEGGED STEEL STRUCTURE AND IS SILVER COLORED.
 OM0791'THE LEGEND HARTLAND APPEARS ON THE SOUTH SIDE OF THE TANK.
 OM0791'THE OVERALL HEIGHT IS ABOUT 100 FEET.
 OM0791'
 OM0791'TO REACH THE WATER TANK FROM THE INTERSECTION OF NORTH AVENUE,
 OM0791'CAPITAL DRIVE, AND HILL STREET, IN THE CENTER OF HARTLAND, GO
 OM0791'WEST ON HILL STREET FOR 0.15 MILE TO THE TANK ON THE RIGHT.
 OM0791
 OM0791                          STATION RECOVERY (2002)
 OM0791
 OM0791'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0791'NOT FOUND.  ALL THAT REMAINS AT THE TANK SITE IS THE BRICK WATER
 OM0791'UTILITIES BUILDING NOW OCCUPIED BY TAYLOR TECHNOLOGIES.  A NEW TANK
 OM0791'WAS BUILT IN 1975, 0.4 MILE WEST ON HIGH STREET WHERE IT INTERSECTS
 OM0791'WITH PALMER STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1271 ***********************************************************************
 OM1271  PACS        -  This is a Primary Airport Control Station.
 OM1271  DESIGNATION -  HARTPORT
 OM1271  PID         -  OM1271
 OM1271  STATE/COUNTY-  WI/WASHINGTON
 OM1271  USGS QUAD   -  HARTFORD WEST (1976)
 OM1271
 OM1271                         *CURRENT SURVEY CONTROL
 OM1271  ___________________________________________________________________
 OM1271* NAD 83(1997)-  43 21 13.05210(N)    088 23 53.56440(W)     ADJUSTED  
 OM1271* NAVD 88     -       321.57   (meters)    1055.0    (feet)  GPS OBS   
 OM1271  ___________________________________________________________________
 OM1271  X           -     129,848.711 (meters)                     COMP
 OM1271  Y           -  -4,643,464.898 (meters)                     COMP
 OM1271  Z           -   4,356,348.087 (meters)                     COMP
 OM1271  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 OM1271  ELLIP HEIGHT-         286.82  (meters)          (04/28/99) GPS OBS
 OM1271  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 OM1271
 OM1271  HORZ ORDER  -  A
 OM1271  ELLP ORDER  -  THIRD     CLASS I
 OM1271
 OM1271.This mark is at Hartford Airport (HXF)
 OM1271
 OM1271.The horizontal coordinates were established by GPS observations
 OM1271.and adjusted by the National Geodetic Survey in April 1999..
 OM1271
 OM1271.The orthometric height was determined by GPS observations and a
 OM1271.high-resolution geoid model.
 OM1271
 OM1271.GPS derived orthometric heights for airport stations designated as
 OM1271.PACS or SACS are published to 2 decimal places.  This maintains
 OM1271.centimeter relative accuracy between the PACS and SACS.  It does
 OM1271.not indicate centimeter accuracy relative to other marks which are
 OM1271.part of the NAVD 88 network.
 OM1271
 OM1271.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1271
 OM1271.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1271
 OM1271.The ellipsoidal height was determined by GPS observations
 OM1271.and is referenced to NAD 83.
 OM1271
 OM1271.The geoid height was determined by GEOID03.
 OM1271
 OM1271;                    North         East     Units Scale Factor Converg.
 OM1271;SPC WI S     -   151,621.801   729,843.096   MT  0.99993289   +1 06 02.1
 OM1271;SPC WI S     -   497,445.86  2,394,493.56   sFT  0.99993289   +1 06 02.1
 OM1271;UTM  16      - 4,801,034.775   386,689.097   MT  0.99975794   -0 57 35.9
 OM1271
 OM1271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1271!SPC WI S     -   0.99995502  x   0.99993289  =   0.99988792
 OM1271!UTM  16      -   0.99995502  x   0.99975794  =   0.99971297
 OM1271
 OM1271:                Primary Azimuth Mark                     Grid Az
 OM1271:SPC WI S     -  HARTPORT AZ MK                           179 36 09.3
 OM1271:UTM  16      -  HARTPORT AZ MK                           181 39 47.3
 OM1271
 OM1271|---------------------------------------------------------------------|
 OM1271| PID    Reference Object                     Distance      Geod. Az  |
 OM1271|                                                           dddmmss.s |
 OM1271| OM1272 HARTPORT AZ MK                      465.739 METERS 1804211.4 |
 OM1271|---------------------------------------------------------------------|
 OM1271
 OM1271                          SUPERSEDED SURVEY CONTROL
 OM1271
 OM1271  NAD 83(1991)-  43 21 13.05142(N)    088 23 53.56239(W) AD(       ) 1
 OM1271  ELLIP H (08/19/91)  286.93   (m)                       GP(       ) 4 1
 OM1271  NGVD 29 (08/19/91)  321.6    (m)         1055.     (f) GPS OBS        
 OM1271
 OM1271.Superseded values are not recommended for survey control.
 OM1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1271.See file dsdata.txt to determine how the superseded data were derived.
 OM1271
 OM1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8668901035(NAD 83)
 OM1271_MARKER: DH = HORIZONTAL CONTROL DISK
 OM1271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1271_SP_SET: CONCRETE POST
 OM1271_STAMPING: HARTPORT 1989
 OM1271_MARK LOGO: NGS   
 OM1271_PROJECTION: FLUSH
 OM1271_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM1271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM1271+STABILITY: SURFACE MOTION
 OM1271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1271+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2006
 OM1271
 OM1271  HISTORY     - Date     Condition        Report By
 OM1271  HISTORY     - 1989     MONUMENTED       WIHD
 OM1271  HISTORY     - 19900905 GOOD
 OM1271  HISTORY     - 19971203 GOOD             NGS
 OM1271  HISTORY     - 20031109 GOOD             USPSQD
 OM1271  HISTORY     - 20060603 GOOD             USPSQD
 OM1271
 OM1271                          STATION DESCRIPTION
 OM1271
 OM1271'DESCRIBED BY WI HIGHWAY DEPT 1989
 OM1271'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) NORTH OF HARTFORD, ON THE
 OM1271'WEST SIDE OF COUNTY ROAD U AND 1.04 KM (0.65 MI) NORTH OF THE
 OM1271'HARTFORD MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF HARTFORD, CITY HALL,
 OM1271'109 NORTH MAIN STREET, HARTFORT, WI 53027, PHONE 414-637-3461,
 OM1271'AIRPORT MANAGER IS LUCIAN DARIN, PHONE 414-673-3461.
 OM1271'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 60 AND 83 IN
 OM1271'HARTFORD, GO NORTH ON STATE HIGHWAY 83 FOR 0.32 KM (0.20 MI) TO THE
 OM1271'JUNCTION OF WEST STATE STREET, TURN LEFT, WEST, FOR 1.55 KM
 OM1271'(0.96 MI) TO THE JUNCTION OF COUNTY ROAD U ON THE RIGHT, TURN RIGHT,
 OM1271'NORTH, ON COUNTY ROAD U FOR 1.95 KM (1.21 MI) TO THE HARTFORD
 OM1271'MUNICIPAL AIRPORT ON THE RIGHT, CONTINUE AHEAD ON COUNTY ROAD U FOR
 OM1271'1.04 KM (0.65 MI) TO THE STATION ON THE LEFT.
 OM1271'THE STATION IS LOCATED 0.08 KM (0.05 MI) SOUTH OF THE JUNCTION OF
 OM1271'ARTHUR ROAD, 52.2 M (171.3 FT) SOUTH OF THE CENTER OF ARTHUR ROAD,
 OM1271'7.46 M (24.48 FT) WEST OF THE CENTER OF COUNTY ROAD U AND 0.9 M
 OM1271'(3.0 FT) EAST OF A FIBERGLASS WITNESS POST.
 OM1271
 OM1271                          STATION RECOVERY (1990)
 OM1271
 OM1271'RECOVERED 1990
 OM1271'RECOVERED IN GOOD CONDITION.
 OM1271
 OM1271                          STATION RECOVERY (1997)
 OM1271
 OM1271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 OM1271'NOTE--THIS IS THE PRIMARY AIRPORT CONTROL (PAC) STATION FOR THE
 OM1271'HARTFORD MUNICIPAL (HXF) AIRPORT.  THE STATION IS LOCATED ABOUT 3 KM
 OM1271'(1.85 MI) NORTH-NORTHWEST OF HARTFORD AT THE HARTFORD MUNICIPAL
 OM1271'AIRPORT, ACROSS A PAVED ROAD FROM THE NORTHWEST CORNER OF THE
 OM1271'AIRFIELD, IN A STRIP OF WEEDS BETWEEN THE ROAD AND A FIELD, AND IN THE
 OM1271'ROAD RIGHT-OF-WAY.  OWNERSHIP--WASHINGTON COUNTY.  TO REACH FROM THE
 OM1271'JUNCTION OF STATE HIGHWAYS 60 (MAIN STREET) AND 83 (SUMMER STREET) IN
 OM1271'DOWNTOWN HARTFORD, GO WEST ON HIGHWAY 60 FOR 0.89 KM (0.55 MI) TO A
 OM1271'PAVED ROAD RIGHT (WACKER DRIVE) .  TURN RIGHT AND GO NORTH ON WACKER
 OM1271'DRIVE FOR 0.85 KM (0.50 MI) TO THE T-JUNCTION OF WEST STATE STREET.
 OM1271'TURN LEFT AND GO NORTHWEST ON WEST STATE STREET FOR 0.4 KM (0.25 MI)
 OM1271'TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTH ON COUNTY HIGHWAY U
 OM1271'(AIRPORT ROAD) FOR 1.95 KM (1.20 MI) TO THE AIRPORT ENTRANCE ROAD ON
 OM1271'THE RIGHT.  CONTINUE AHEAD WEST, THEN NORTH ON COUNTY ROAD U FOR 1.05
 OM1271'KM (0.65 MI) TO THE STATION ON THE LEFT JUST BEFORE A CROSSROAD.  THE
 OM1271'STATION IS SET IN THE TOP OF A 40 CM ROUND CONCRETE POST RECESSED 3 CM
 OM1271'BELOW THE GROUND.  IT IS 51.4 M (168.6 FT) SOUTH OF THE CENTER OF
 OM1271'ARTHUR ROAD, 8.3 M (27.2 FT) SOUTH-SOUTHWEST OF A SPEED LIMIT 45 SIGN,
 OM1271'7.3 M (24.0 FT) WEST OF AND ABOUT 1 M (3.3 FT) LOWER THAN THE CENTER
 OM1271'OF COUNTY ROAD U, 3.1 M (10.2 FT) WEST OF THE WEST EDGE OF THE ROAD,
 OM1271'1.0 M (3.3 FT) EAST OF A STEEL WITNESS POST, AND 0.6 M (2.0 FT) NORTH
 OM1271'OF A FIBERGLASS WITNESS POST.
 OM1271
 OM1271                          STATION RECOVERY (2003)
 OM1271
 OM1271'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM1271'RECOVERED IN GOOD CONDITION.  NOTE-- THE CROSSROAD DESCRIBED IN THE
 OM1271'1997 DESCRIPTION IS ARTHUR ROAD.
 OM1271
 OM1271                          STATION RECOVERY (2006)
 OM1271
 OM1271'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRB)
 OM1271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1272 ***********************************************************************
 OM1272  DESIGNATION -  HARTPORT AZ MK
 OM1272  PID         -  OM1272
 OM1272  STATE/COUNTY-  WI/WASHINGTON
 OM1272  USGS QUAD   -  HARTFORD WEST (1976)
 OM1272
 OM1272                         *CURRENT SURVEY CONTROL
 OM1272  ___________________________________________________________________
 OM1272* NAD 83(1997)-  43 20 57.96173(N)    088 23 53.81819(W)     ADJUSTED  
 OM1272* NAVD 88     -       316.7    (meters)    1039.     (feet)  VERTCON   
 OM1272  ___________________________________________________________________
 OM1272  X           -     129,851.835 (meters)                     COMP
 OM1272  Y           -  -4,643,781.093 (meters)                     COMP
 OM1272  Z           -   4,356,006.083 (meters)                     COMP
 OM1272  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 OM1272  ELLIP HEIGHT-         281.94  (meters)          (09/30/02) GPS OBS
 OM1272  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 OM1272
 OM1272  HORZ ORDER  -  FIRST
 OM1272  ELLP ORDER  -  FOURTH    CLASS I
 OM1272
 OM1272.This mark is at Hartford Airport (HXF)
 OM1272
 OM1272.The horizontal coordinates were established by GPS observations
 OM1272.and adjusted by the National Geodetic Survey in September 2002..
 OM1272
 OM1272.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM1272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM1272
 OM1272.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1272
 OM1272.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1272
 OM1272.The ellipsoidal height was determined by GPS observations
 OM1272.and is referenced to NAD 83.
 OM1272
 OM1272.The geoid height was determined by GEOID03.
 OM1272
 OM1272;                    North         East     Units Scale Factor Converg.
 OM1272;SPC WI S     -   151,156.105   729,846.327   MT  0.99993295   +1 06 02.0
 OM1272;SPC WI S     -   495,917.99  2,394,504.16   sFT  0.99993295   +1 06 02.0
 OM1272;UTM  16      - 4,800,569.345   386,675.583   MT  0.99975797   -0 57 35.8
 OM1272
 OM1272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1272!SPC WI S     -   0.99995579  x   0.99993295  =   0.99988874
 OM1272!UTM  16      -   0.99995579  x   0.99975797  =   0.99971377
 OM1272
 OM1272:                Primary Azimuth Mark                     Grid Az
 OM1272:SPC WI S     -  HARTPORT                                 359 36 09.2
 OM1272:UTM  16      -  HARTPORT                                 001 39 47.0
 OM1272
 OM1272|---------------------------------------------------------------------|
 OM1272| PID    Reference Object                     Distance      Geod. Az  |
 OM1272|                                                           dddmmss.s |
 OM1272| OM1271 HARTPORT                            465.739 METERS 0004211.2 |
 OM1272|---------------------------------------------------------------------|
 OM1272
 OM1272                          SUPERSEDED SURVEY CONTROL
 OM1272
 OM1272  NAD 83(1991)-  43 20 57.96083(N)    088 23 53.81683(W) AD(       ) 1
 OM1272  ELLIP H (08/19/91)  282.04   (m)                       GP(       ) 4 1
 OM1272  NGVD 29 (08/19/91)  316.7    (m)         1039.     (f) GPS OBS        
 OM1272
 OM1272.Superseded values are not recommended for survey control.
 OM1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1272.See file dsdata.txt to determine how the superseded data were derived.
 OM1272
 OM1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8667600569(NAD 83)
 OM1272_MARKER: DH = HORIZONTAL CONTROL DISK
 OM1272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1272_SP_SET: CONCRETE POST
 OM1272_STAMPING: HARTPORT 1989
 OM1272_MARK LOGO: NGS   
 OM1272_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM1272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM1272+STABILITY: SURFACE MOTION
 OM1272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1272+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2006
 OM1272
 OM1272  HISTORY     - Date     Condition        Report By
 OM1272  HISTORY     - 1989     MONUMENTED       WIDT
 OM1272  HISTORY     - 19900905 GOOD
 OM1272  HISTORY     - 20031109 GOOD             USPSQD
 OM1272  HISTORY     - 20060603 GOOD             USPSQD
 OM1272
 OM1272                          STATION DESCRIPTION
 OM1272
 OM1272'DESCRIBED BY WI DEPT OF TRANSP 1989
 OM1272'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) NORTH OF HARTFORD, ON THE
 OM1272'WEST SIDE OF COUNTY ROAD U AND 0.64 KM (0.40 MI) NORTH OF THE
 OM1272'HARTFORD MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF HARTFORD, CITY HALL,
 OM1272'109 NORTH MAIN STREET, HARTFORT, WI 53027, PHONE 414-637-3461,
 OM1272'AIRPORT MANAGER IS LUCIAN DARIN, PHONE 414-673-3461.
 OM1272'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 60 AND 83 IN
 OM1272'HARTTFORD, GO NORTH ON STATE HIGHWAY 83 FOR 0.32 KM (0.20 MI) TO THE
 OM1272'JUNCTION OF WEST STATE STREET, TURN LEFT, WEST, FOR 1.55 KM
 OM1272'(0.96 MI) TO THE JUNCTION OF COUNTY ROAD U ON THE RIGHT, TURN RIGHT,
 OM1272'NORTH, ON COUNTY ROAD U FOR 1.95 KM (1.21 MI) TO THE HARTFORD
 OM1272'MUNICIPAL AIRPORT ON THE RIGHT, CONTINUE AHEAD ON COUNTY ROAD U FOR
 OM1272'0.64 KM (0.40 MI) TO THE STATION ON THE LEFT.
 OM1272'THE STATION IS LOCATED 0.08 KM (0.05 MI) SOUTH OF THE JUNCTION OF
 OM1272'ARTHUR ROAD, 7.46 M (24.48 FT) WEST OF THE CENTER OF COUNTY ROAD U
 OM1272'AND 0.6 M (2.0 FT) EAST OF A FIBERGLASS WITNESS POST.
 OM1272
 OM1272                          STATION RECOVERY (1990)
 OM1272
 OM1272'RECOVERED 1990
 OM1272'RECOVERED IN GOOD CONDITION.
 OM1272
 OM1272                          STATION RECOVERY (2003)
 OM1272
 OM1272'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM1272'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.25 MILE SOUTH OF
 OM1272'ARTHUR ROAD ON COUNTY HIGHWAY U, ABOUT 120 FEET NORTH-NORTHWEST OF
 OM1272'UTILITY POLE NUMBER --2124 OR 35-5-- WITH A WIRE LEADING TO THE
 OM1272'NORTHWESTERN MOST HANGAR, AND ABOUT 108 FEET SOUTHWEST OF THE
 OM1272'NORTHERNMOST FIELD ENTRANCE TO THE HANGAR AREA.
 OM1272
 OM1272                          STATION RECOVERY (2006)
 OM1272
 OM1272'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRB)
 OM1272'RECOVERED IN GOOD CONDITION.  NOTE-- THE ORANGE FIBERGLASS WITNESS
 OM1272'POST IS SPLINTERED BUT STANDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0712 ***********************************************************************
 PO0712  DESIGNATION -  HAUSSINGER RESET
 PO0712  PID         -  PO0712
 PO0712  STATE/COUNTY-  WI/BUFFALO
 PO0712  USGS QUAD   -  WINONA WEST (1993)
 PO0712
 PO0712                         *CURRENT SURVEY CONTROL
 PO0712  ___________________________________________________________________
 PO0712* NAD 83(1991)-  44 06 22.04762(N)    091 40 59.15016(W)     ADJUSTED  
 PO0712* NAVD 88     -       367.     (meters)    1204.     (feet)  VERTCON   
 PO0712  ___________________________________________________________________
 PO0712  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 PO0712  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 PO0712
 PO0712  HORZ ORDER  -  SECOND
 PO0712
 PO0712.The horizontal coordinates were established by classical geodetic methods
 PO0712.and adjusted by the National Geodetic Survey in March 1999..
 PO0712
 PO0712.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0712
 PO0712.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0712
 PO0712.The geoid height was determined by GEOID03.
 PO0712
 PO0712;                    North         East     Units Scale Factor Converg.
 PO0712;SPC WI C     -    31,708.747   465,251.594   MT  1.00003031   -1 11 15.2
 PO0712;SPC WI C     -   104,031.11  1,526,412.94   sFT  1.00003031   -1 11 15.2
 PO0712;SPC WI S     -   235,338.784   465,254.068   MT  1.00000825   -1 09 23.3
 PO0712;SPC WI S     -   772,107.33  1,526,421.05   sFT  1.00000825   -1 09 23.3
 PO0712;SPC MN S     -   225,531.837   985,463.489   MT  0.99994571   +1 37 26.3
 PO0712;UTM  15      - 4,884,503.003   605,393.435   MT  0.99973661   +0 54 59.9
 PO0712
 PO0712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0712!SPC WI C     -   0.99994724  x   1.00003031  =   0.99997755
 PO0712!SPC WI S     -   0.99994724  x   1.00000825  =   0.99995549
 PO0712!SPC MN S     -   0.99994724  x   0.99994571  =   0.99989295
 PO0712!UTM  15      -   0.99994724  x   0.99973661  =   0.99968386
 PO0712
 PO0712|---------------------------------------------------------------------|
 PO0712| PID    Reference Object                     Distance      Geod. Az  |
 PO0712|                                                           dddmmss.s |
 PO0712| CJ5063 HAUSSINGER RM 1                      58.653 METERS 05038     |
 PO0712| CJ5064 HAUSSINGER RM 2                      73.298 METERS 13906     |
 PO0712|---------------------------------------------------------------------|
 PO0712
 PO0712                          SUPERSEDED SURVEY CONTROL
 PO0712
 PO0712  NAD 83(1991)-  44 06 22.04384(N)    091 40 59.14764(W) AD(       ) 2
 PO0712  NAD 83(1986)-  44 06 22.03968(N)    091 40 59.14597(W) AD(       ) 2
 PO0712  NAD 27      -  44 06 22.17226(N)    091 40 58.60868(W) AD(       ) 2
 PO0712  NGVD 29 (07/19/86)  367.     (m)         1204.     (f) VERT ANG       
 PO0712
 PO0712.Superseded values are not recommended for survey control.
 PO0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0712.See file dsdata.txt to determine how the superseded data were derived.
 PO0712
 PO0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ0539384503(NAD 83)
 PO0712_MARKER: DE = TRAVERSE STATION DISK
 PO0712_SETTING: 0 = UNSPECIFIED SETTING
 PO0712
 PO0712  HISTORY     - Date     Condition        Report By
 PO0712  HISTORY     - 1975     MONUMENTED       MNDT
 PO0712
 PO0712                          STATION DESCRIPTION
 PO0712
 PO0712'DESCRIBED BY MN DEPT OF TRANSP 1975 (DKH)
 PO0712'THE SURFACE STATION DISK WAS NOT RECOVERED.  THE UNDERGROUND
 PO0712'STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE SURFACE STATION
 PO0712'DISK WAS REPLACED WITH A STANDARD MNHD TRAVERSE STATION DISK ON
 PO0712'A 3 INCH BY 30 INCH IRON PIPE WITH A 8.5 INCH BY 12.5 INCH IRON
 PO0712'PLATE ON THE BOTTOM.  THE DISK IS STAMPED HAUSSINGER RESET 1975.
 PO0712'
 PO0712'A COMPLETE NEW DESCRIPTION FOLLOWS.
 PO0712'
 PO0712'THE STATION IS LOCATED ABOUT 3.25 MILES SOUTHEAST OF FOUNTAIN
 PO0712'CITY NEAR THE CENTER OF SECTION 22, T 19N, R 11W.
 PO0712'
 PO0712'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 35 AND
 PO0712'COUNTY ROAD 95, IN FOUNTAIN CITY, GO SOUTHEAST ON TRUNK HIGHWAY
 PO0712'35 FOR 1.75 MILES TO COUNTY ROAD YY, TURN LEFT AND GO EAST FOR
 PO0712'0.85 MILE TO A ROAD SOUTH, TURN RIGHT AND GO SOUTH FOR 0.75
 PO0712'MILES TO A FARMSITE AT THE END OF THE ROAD, CONTINUE
 PO0712'SOUTH-SOUTHEAST FOR 1300 FEET TO THE STATION IN A SMALL FIELD
 PO0712'BOUNDED ON THE SOUTH, WEST, AND NORTH BY WOODS.
 PO0712'
 PO0712'THE MARK IS 152 FEET WEST OF A FENCE, 5 FEET SOUTH OF A STEEL
 PO0712'
 PO0712'REFERENCE MARK NUMBER 1, A STANDARD MNHD ALUMINUM CAP STAMPED
 PO0712'HAUSSINGER NO 1 1975, IS SET ON A 1.5 INCH BY 36 INCH IRON PIPE
 PO0712'AND IS FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS NEAR A
 PO0712'NORTH-SOUTH FENCE LINE.
 PO0712'
 PO0712'REFERENCE MARK NUMBER 2, A STANDARD MNHD ALUMINUM CAP STAMPED
 PO0712'HAUSSINGER NO 2 1975, IS SET ON A 1.5 INCH BY 36 INCH IRON PIPE
 PO0712'AND IS FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS NEAR THE
 PO0712'NORTH-SOUTH FENCE LINE.
 PO0712'
 PO0712'HEIGHT OF LIGHT ABOVE STATION MARK 2.06 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0229 ***********************************************************************
 OL0229  DESIGNATION -  HAVEN
 OL0229  PID         -  OL0229
 OL0229  STATE/COUNTY-  WI/SHEBOYGAN
 OL0229  USGS QUAD   -  SHEBOYGAN NORTH (1994)
 OL0229
 OL0229                         *CURRENT SURVEY CONTROL
 OL0229  ___________________________________________________________________
 OL0229* NAD 83(1991)-  43 51 18.97575(N)    087 44 06.12778(W)     ADJUSTED  
 OL0229* NAVD 88     -       189.720  (meters)     622.44   (feet)  ADJUSTED  
 OL0229  ___________________________________________________________________
 OL0229  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 OL0229  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 OL0229  DYNAMIC HT  -         189.685 (meters)     622.32  (feet)  COMP
 OL0229  MODELED GRAV-     980,433.6   (mgal)                       NAVD 88
 OL0229
 OL0229  HORZ ORDER  -  SECOND
 OL0229  VERT ORDER  -  FIRST     CLASS 0
 OL0229
 OL0229.The horizontal coordinates were established by classical geodetic methods
 OL0229.and adjusted by the National Geodetic Survey in November 1991..
 OL0229
 OL0229.The orthometric height was determined by differential leveling
 OL0229.and adjusted by the National Geodetic Survey in June 1991..
 OL0229
 OL0229.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0229
 OL0229.The geoid height was determined by GEOID03.
 OL0229
 OL0229.The dynamic height is computed by dividing the NAVD 88
 OL0229.geopotential number by the normal gravity value computed on the
 OL0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0229.degrees latitude (g = 980.6199 gals.).
 OL0229
 OL0229.The modeled gravity was interpolated from observed gravity values.
 OL0229
 OL0229;                    North         East     Units Scale Factor Converg.
 OL0229;SPC WI S     -   208,579.457   782,076.233   MT  0.99996391   +1 33 22.6
 OL0229;SPC WI S     -   684,314.44  2,565,861.77   sFT  0.99996391   +1 33 22.6
 OL0229;UTM  16      - 4,856,060.859   440,926.053   MT  0.99964292   -0 30 33.4
 OL0229
 OL0229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0229!SPC WI S     -   0.99997588  x   0.99996391  =   0.99993979
 OL0229!UTM  16      -   0.99997588  x   0.99964292  =   0.99961881
 OL0229
 OL0229|---------------------------------------------------------------------|
 OL0229| PID    Reference Object                     Distance      Geod. Az  |
 OL0229|                                                           dddmmss.s |
 OL0229| OL0228 HAVEN RM 1                           25.315 METERS 03241     |
 OL0229| CI9736 HAVEN RM 2                           28.335 METERS 12113     |
 OL0229| OL0496 TAYLOR                              APPROX.11.2 KM 1862142.3 |
 OL0229| CI9735 HAVEN AZ MK                                        2822444.5 |
 OL0229| OL0230 HAVEN RM 3                           11.570 METERS 30532     |
 OL0229| OL0490 ST WENDEL CATH CH SPIRE             APPROX. 6.3 KM 3403519.0 |
 OL0229|---------------------------------------------------------------------|
 OL0229
 OL0229                          SUPERSEDED SURVEY CONTROL
 OL0229
 OL0229  NAD 83(1986)-  43 51 18.96155(N)    087 44 06.12692(W) AD(       ) 2
 OL0229  NAD 27      -  43 51 18.98400(N)    087 44 05.81900(W) AD(       ) 2
 OL0229  NGVD 29 (??/??/92)  189.69   (m)          622.3    (f) COMPUTED    1 0
 OL0229
 OL0229.Superseded values are not recommended for survey control.
 OL0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0229.See file dsdata.txt to determine how the superseded data were derived.
 OL0229
 OL0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4092656061(NAD 83)
 OL0229_MARKER: DS = TRIANGULATION STATION DISK
 OL0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OL0229_STAMPING: HAVEN 1953
 OL0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0229+STABILITY: SURFACE MOTION
 OL0229
 OL0229  HISTORY     - Date     Condition        Report By
 OL0229  HISTORY     - 1953     MONUMENTED       CGS
 OL0229  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OL0229  HISTORY     - 1972     SEE DESCRIPTION  NGS
 OL0229  HISTORY     - 1972     GOOD             NGS
 OL0229  HISTORY     - 1980     GOOD             GE
 OL0229  HISTORY     - 20031207 MARK NOT FOUND   USPSQD
 OL0229
 OL0229                          STATION DESCRIPTION
 OL0229
 OL0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OL0229'STATION IS LOCATED IN THE SOUTHWEST EDGE OF CAMP HAVEN ABOUT 7 MILES
 OL0229'NORTH OF SHEBOYGAN AND
 OL0229'ABOUT 1 MILE NORTHEAST OF HAVEN.  IT IS 111 FEET WEST OF THE CENTER
 OL0229'OF A GRAVEL STREET AND 68 FEET
 OL0229'EAST OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS
 OL0229'STAMPED HAVEN 1953.
 OL0229'
 OL0229'REFERENCE MARK NO. 1 IS 71 FEET WEST OF THE CENTER OF THE STREET.
 OL0229'THE MARK IS FLUSH AND THE
 OL0229'DISK IS STAMPED HAVEN NO 1 1953.
 OL0229'
 OL0229'REFERENCE MARK NO. 2 IS 36 FEET WEST OF THE CENTER OF THE STREET.
 OL0229'THE MARK PROJECTS ABOUT 2 INCHES
 OL0229'AND THE DISK IS STAMPED HAVEN NO 2 1953.
 OL0229'
 OL0229'AZIMUTH MARK IS 75 FEET SOUTHEAST OF THE INTERSECTION OF A PAVED ROAD
 OL0229'AND A GRAVEL ROAD, 26
 OL0229'FEET EAST OF THE CENTER OF THE PAVED ROAD, 2 FEET NORTHEAST OF A
 OL0229'TELEPHONE POLE AND 2 FEET
 OL0229'SOUTHEAST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND
 OL0229'THE DISK IS STAMPED HAVEN 1953.
 OL0229'
 OL0229'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON GRAVEL STREET
 OL0229'FOR 0.1 MILE TO A GRAVEL
 OL0229'CROSSROAD.  TURN LEFT AND GO WEST ON GRAVEL ROAD FOR 0.3 MILE TO A
 OL0229'PAVED CROSSROAD AND THE MARK ON THE
 OL0229'LEFT AS DESCRIBED.
 OL0229'
 OL0229'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 OL0229
 OL0229                          STATION RECOVERY (1971)
 OL0229
 OL0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 OL0229'THE STATION MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION.
 OL0229'THE CAMP HAS BEEN
 OL0229'TORN DOWN AND THE MARKS WERE FOUND AFTER A LONG SEARCH
 OL0229'AND CONTACTING OF LOCAL RESIDENTS IN
 OL0229'HAVEN.  REFERENCE MARK 2 FOUND WITH
 OL0229'THE TOP PORTION AND DISK GONE.  THE AZIMUTH MARK WAS
 OL0229'DESTROYED BY ROAD
 OL0229'CONSTRUCTION IN 1955.  THE DISTANCE TO REFERENCE MARK 1 CHECKED.  A
 OL0229'NEW DESCRIPTION TO
 OL0229'THE STATION FOLLOWS-
 OL0229'
 OL0229'THE STATION IS LOCATED NEAR THE WEST EDGE OF A CULTIVATED FIELD
 OL0229'AT THE SOUTHWEST
 OL0229'EDGE OF WHAT WAS CAMP HAVEN, ON THE PROPERTY OF THE
 OL0229'WISCONSIN ELEC. POWER CO. OF
 OL0229'MILWAUKEE, 49 FEET WEST OF THE EAST BANK
 OL0229'OF A CREEK, 38 FEET SOUTHEAST OF A METAL
 OL0229'WITNESS POST, 83 FEET SOUTHWEST
 OL0229'OF A METAL WITNESS POST AND 1 FOOT NORTH OF A METAL WITNESS
 OL0229'POST.  THE
 OL0229'MONUMENT IS 2 INCHES UNDERGROUND AND THE DISK IS STAMPED HAVEN 1953.
 OL0229'(NOTE 1A 7A)
 OL0229'
 OL0229'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROADS A AND LZ
 OL0229'AT THE EAST EDGE
 OL0229'OF HAVEN, GO NORTH ON ROAD LZ FOR 0.5 MILE TO THE
 OL0229'INTERSECTION WITH LUELLOFF RD.
 OL0229'TURN RIGHT AND GO EAST ON LEULLOFF RD.
 OL0229'FOR 0.3 MILE TO A CREEK.  CROSS CREEK THEN TURN
 OL0229'RIGHT THROUGH FIELD AND
 OL0229'GO SOUTH ALONG EAST BANK OF CREEK FOR 0.1 MILE TO THE STATION.
 OL0229'
 OL0229'REFERENCE MARK 1 IS 1 FOOT WEST OF A METAL WITNESS POST, 31 FEET
 OL0229'SOUTHEAST OF CREEK
 OL0229'BANK, 90 FEET NORTHEAST OF METAL WITNESS POST AND 84
 OL0229'FEET NORTHEAST OF METAL WITNESS POST.
 OL0229'THE MONUMENT PROJECTS 2 INCHES AND
 OL0229'THE DISK IS STAMPED HAVEN NO 1 1953.
 OL0229'
 OL0229'REFERENCE MARK 3 IS 11 FEET SOUTHEAST OF EAST BANK OF CREEK, 38
 OL0229'FEET NORTHWEST OF
 OL0229'METAL WITNESS POST, 90 FEET SOUTHWEST OF METAL WITNESS
 OL0229'POST AND 1 FOOT NORTH OF METAL
 OL0229'WITNESS POST.  THE MONUMENT PROJECTS 3
 OL0229'INCHES AND THE DISK IS STAMPED HAVEN 1953 NO 3
 OL0229'1971.
 OL0229'
 OL0229'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 3/4 MILE
 OL0229'NORTHEAST OF HAVEN
 OL0229'
 OL0229'HEIGHT OF LIGHT ABOVE STATION MARK - 5 FEET
 OL0229
 OL0229                          STATION RECOVERY (1972)
 OL0229
 OL0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RRG)
 OL0229'THE STATION, RM 1 AND 3 WERE ALL RECOVERED AND IN GOOD CONDITION.
 OL0229'THE DESCRIPTION IN
 OL0229'QUAD 430874, STATION 1004 DATED MAY 1964 IS
 OL0229'ADEQUATE FOR RECOVERY.
 OL0229'
 OL0229'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3/4 MILE
 OL0229'NORTHEAST OF HAVEN
 OL0229
 OL0229                          STATION RECOVERY (1972)
 OL0229
 OL0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 OL0229'1.2 MI NE FROM HAVEN.
 OL0229'ABOUT 0.5 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OL0229'FROM THE CROSSING OF COUNTY ROAD A AT HAVEN, THENCE 0.55 MILE
 OL0229'EAST ALONG, LUELLOFF ROAD, THENCE 0.1 MILE SOUTH ACROSS LAND
 OL0229'OWNED BY THE WISCONSIN ELECTRIC POWER CO., 393 FEET WEST OF A
 OL0229'POWER POLE, 198 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 OL0229'FLOOR FOR AN ABANDONED BUILDING, ALONG THE EAST BANK OF THE
 OL0229'MEEME RIVER, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 OL0229'LEVEL OF THE GROUND.  SECTION 15, T 16N, R 23E.
 OL0229
 OL0229                          STATION RECOVERY (1980)
 OL0229
 OL0229'RECOVERY NOTE BY GENERAL ELECTRIC CORPORATION 1980 (FWM)
 OL0229'STATION FOUND IN GOOD ORDER.
 OL0229
 OL0229                          STATION RECOVERY (2003)
 OL0229
 OL0229'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OL0229'NOT FOUND. THE PROPERTY HAS BEEN ALTERED TO MAKE WHAT APPEARS TO BE A
 OL0229'VERY LARGE GOLF COURSE.  IT IS TOTALLY ENCLOSED WITHIN A SECURITY
 OL0229'FENCE WITH LOCKED ACCESS GATES.  THE DESCRIPTION IS NO LONGER
 OL0229'ADEQUATE.
 OL0229'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY FF AND COUNTY
 OL0229'HIGHWAY LS, GO THROUGH THE GATE AT --WHISTLING HEIGHTS-- (AN EXTENSION
 OL0229'OF CTH FF) AND TRAVEL 0.3 MILE EAST AND NORTH TO THE NORTHERN SIDE OF
 OL0229'A PARKING AREA.  TURN LEFT AND GO NORTH ON A PAVED GOLF CART ROAD FOR
 OL0229'0.2 MILE TO ITS END AND A MAINTENANCE ROAD ON THE LEFT.  TURN LEFT ON
 OL0229'THE MAINTENANCE ROAD AND GO WEST AND NORTHWEST FOR 0.1 MILE TO THE
 OL0229'CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0228 ***********************************************************************
 OL0228  DESIGNATION -  HAVEN RM 1
 OL0228  PID         -  OL0228
 OL0228  STATE/COUNTY-  WI/SHEBOYGAN
 OL0228  USGS QUAD   -  SHEBOYGAN NORTH (1994)
 OL0228
 OL0228                         *CURRENT SURVEY CONTROL
 OL0228  ___________________________________________________________________
 OL0228* NAD 83(1986)-  43 51 18.     (N)    087 44 05.     (W)     SCALED    
 OL0228* NAVD 88     -       189.921  (meters)     623.10   (feet)  ADJUSTED  
 OL0228  ___________________________________________________________________
 OL0228  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 OL0228  DYNAMIC HT  -         189.886 (meters)     622.98  (feet)  COMP
 OL0228  MODELED GRAV-     980,433.6   (mgal)                       NAVD 88
 OL0228
 OL0228  VERT ORDER  -  FIRST     CLASS 0
 OL0228
 OL0228.The horizontal coordinates were scaled from a topographic map and have
 OL0228.an estimated accuracy of +/- 6 seconds.
 OL0228
 OL0228.The orthometric height was determined by differential leveling
 OL0228.and adjusted by the National Geodetic Survey in June 1991..
 OL0228
 OL0228.The geoid height was determined by GEOID03.
 OL0228
 OL0228.The dynamic height is computed by dividing the NAVD 88
 OL0228.geopotential number by the normal gravity value computed on the
 OL0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0228.degrees latitude (g = 980.6199 gals.).
 OL0228
 OL0228.The modeled gravity was interpolated from observed gravity values.
 OL0228
 OL0228;                    North         East    Units  Estimated Accuracy
 OL0228;SPC WI S     -   208,550.      782,100.      MT  (+/- 180 meters Scaled)
 OL0228
 OL0228                          SUPERSEDED SURVEY CONTROL
 OL0228
 OL0228  NGVD 29 (??/??/92)  189.90   (m)          623.0    (f) COMPUTED    1 0
 OL0228
 OL0228.Superseded values are not recommended for survey control.
 OL0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0228.See file dsdata.txt to determine how the superseded data were derived.
 OL0228
 OL0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP409560(NAD 83)
 OL0228_MARKER: DR = REFERENCE MARK DISK
 OL0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OL0228_STAMPING: HAVEN NO 1 1953
 OL0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0228+STABILITY: SURFACE MOTION
 OL0228
 OL0228  HISTORY     - Date     Condition        Report By
 OL0228  HISTORY     - 1953     MONUMENTED       CGS
 OL0228  HISTORY     - 1972     GOOD             NGS
 OL0228  HISTORY     - 20031207 MARK NOT FOUND   USPSQD
 OL0228
 OL0228                          STATION DESCRIPTION
 OL0228
 OL0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0228'1.2 MI NE FROM HAVEN.
 OL0228'ABOUT 0.5 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OL0228'FROM THE CROSSING OF COUNTY ROAD A AT HAVEN, THENCE 0.55 MILE
 OL0228'EAST ALONG LUELLOFF ROAD TO A FARM HOUSE AND BARN, THENCE 0.1
 OL0228'MILE SOUTH ACROSS LAND OWNED BY THE WISCONSIN ELECTRIC POWER
 OL0228'COMPANY, 364 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 355
 OL0228'FEET NORTHWEST OF A POWER POLE, 83 FEET NORTH OF THE STATION
 OL0228'MARK DESCRIBED, 115 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 OL0228'AN ABANDONED CONCRETE FOUNDATION FOR BUILDING 1 FOOT WEST OF
 OL0228'A METAL WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 OL0228'PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.  SECTION 15, T16N,
 OL0228'R23E.
 OL0228
 OL0228                          STATION RECOVERY (2003)
 OL0228
 OL0228'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OL0228'NOT FOUND. THE PROPERTY HAS BEEN ALTERED TO MAKE WHAT APPEARS TO BE A
 OL0228'VERY LARGE GOLF COURSE.  IT IS TOTALLY ENCLOSED WITHIN A SECURITY
 OL0228'FENCE WITH LOCKED ACCESS GATES.  THE DESCRIPTION IS NO LONGER
 OL0228'ADEQUATE.
 OL0228'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY FF AND COUNTY
 OL0228'HIGHWAY LS, GO THROUGH THE GATE AT --WHISTLING HEIGHTS-- (AN EXTENSION
 OL0228'OF CTH FF) AND TRAVEL 0.3 MILE EAST AND NORTH TO THE NORTHERN SIDE OF
 OL0228'A PARKING AREA.  TURN LEFT AND GO NORTH ON A PAVED GOLF CART ROAD FOR
 OL0228'0.2 MILE TO ITS END AND A MAINTENANCE ROAD ON THE LEFT.  TURN LEFT ON
 OL0228'THE MAINTENANCE ROAD AND GO WEST AND NORTHWEST FOR 0.1 MILE TO THE
 OL0228'CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0230 ***********************************************************************
 OL0230  DESIGNATION -  HAVEN RM 3
 OL0230  PID         -  OL0230
 OL0230  STATE/COUNTY-  WI/SHEBOYGAN
 OL0230  USGS QUAD   -  SHEBOYGAN NORTH (1994)
 OL0230
 OL0230                         *CURRENT SURVEY CONTROL
 OL0230  ___________________________________________________________________
 OL0230* NAD 83(1986)-  43 51 18.     (N)    087 44 05.     (W)     SCALED    
 OL0230* NAVD 88     -       189.623  (meters)     622.12   (feet)  ADJUSTED  
 OL0230  ___________________________________________________________________
 OL0230  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 OL0230  DYNAMIC HT  -         189.588 (meters)     622.01  (feet)  COMP
 OL0230  MODELED GRAV-     980,433.6   (mgal)                       NAVD 88
 OL0230
 OL0230  VERT ORDER  -  FIRST     CLASS 0
 OL0230
 OL0230.The horizontal coordinates were scaled from a topographic map and have
 OL0230.an estimated accuracy of +/- 6 seconds.
 OL0230
 OL0230.The orthometric height was determined by differential leveling
 OL0230.and adjusted by the National Geodetic Survey in June 1991..
 OL0230
 OL0230.The geoid height was determined by GEOID03.
 OL0230
 OL0230.The dynamic height is computed by dividing the NAVD 88
 OL0230.geopotential number by the normal gravity value computed on the
 OL0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0230.degrees latitude (g = 980.6199 gals.).
 OL0230
 OL0230.The modeled gravity was interpolated from observed gravity values.
 OL0230
 OL0230;                    North         East    Units  Estimated Accuracy
 OL0230;SPC WI S     -   208,550.      782,100.      MT  (+/- 180 meters Scaled)
 OL0230
 OL0230                          SUPERSEDED SURVEY CONTROL
 OL0230
 OL0230  NGVD 29 (??/??/92)  189.60   (m)          622.0    (f) COMPUTED    1 0
 OL0230
 OL0230.Superseded values are not recommended for survey control.
 OL0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0230.See file dsdata.txt to determine how the superseded data were derived.
 OL0230
 OL0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP409560(NAD 83)
 OL0230_MARKER: DR = REFERENCE MARK DISK
 OL0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OL0230_STAMPING: HAVEN NO 3 1953 1971
 OL0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0230+STABILITY: SURFACE MOTION
 OL0230
 OL0230  HISTORY     - Date     Condition        Report By
 OL0230  HISTORY     - 1971     MONUMENTED       NGS
 OL0230  HISTORY     - 1972     GOOD             NGS
 OL0230  HISTORY     - 20031207 MARK NOT FOUND   USPSQD
 OL0230
 OL0230                          STATION DESCRIPTION
 OL0230
 OL0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0230'1.2 MI NE FROM HAVEN.
 OL0230'ABOUT 0.5 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OL0230'FROM THE CROSSING OF COUNTY ROAD A AT HAVEN, THENCE 0.55 MILE
 OL0230'EAST ALONG LUELLOFF ROAD, THENCE 0.1 MILE SOUTH ACROSS LAND
 OL0230'OWNED BY THE WISCONSIN ELECTRIC POWER CO., 11 FEET SOUTHEAST
 OL0230'OF THE SOUTHEAST BANK OF THE MEEME RIVER, 37.9 FEET NORTHWEST
 OL0230'OF THE STATION MARK DESCRIBED, 89.6 FEET SOUTHWEST OF RM 1
 OL0230'DESCRIBED, 1 FOOT NORTHEAST OF A METAL WITNESS POST, SET IN
 OL0230'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL
 OL0230'OF THE GROUND.  SECTION 15, T 16N, R 23E.
 OL0230
 OL0230                          STATION RECOVERY (2003)
 OL0230
 OL0230'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OL0230'NOT FOUND. THE PROPERTY HAS BEEN ALTERED TO MAKE WHAT APPEARS TO BE A
 OL0230'VERY LARGE GOLF COURSE.  IT IS TOTALLY ENCLOSED WITHIN A SECURITY
 OL0230'FENCE WITH LOCKED ACCESS GATES.  THE DESCRIPTION IS NO LONGER
 OL0230'ADEQUATE.
 OL0230'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY FF AND COUNTY
 OL0230'HIGHWAY LS, GO THROUGH THE GATE AT --WHISTLING HEIGHTS-- (AN EXTENSION
 OL0230'OF CTH FF) AND TRAVEL 0.3 MILE EAST AND NORTH TO THE NORTHERN SIDE OF
 OL0230'A PARKING AREA.  TURN LEFT AND GO NORTH ON A PAVED GOLF CART ROAD FOR
 OL0230'0.2 MILE TO ITS END AND A MAINTENANCE ROAD ON THE LEFT.  TURN LEFT ON
 OL0230'THE MAINTENANCE ROAD AND GO WEST AND NORTHWEST FOR 0.1 MILE TO THE
 OL0230'CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH4999 ***********************************************************************
 DH4999  DESIGNATION -  HAVERBERG GPS
 DH4999  PID         -  DH4999
 DH4999  STATE/COUNTY-  WI/PORTAGE
 DH4999  USGS QUAD   -  BLAINE (1969)
 DH4999
 DH4999                         *CURRENT SURVEY CONTROL
 DH4999  ___________________________________________________________________
 DH4999* NAD 83(1997)-  44 21 57.69796(N)    089 20 23.17059(W)     ADJUSTED  
 DH4999* NAVD 88     -                                                        
 DH4999  ___________________________________________________________________
 DH4999  X           -      52,629.302 (meters)                     COMP
 DH4999  Y           -  -4,567,047.269 (meters)                     COMP
 DH4999  Z           -   4,437,473.057 (meters)                     COMP
 DH4999  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 DH4999  ELLIP HEIGHT-         307.94  (meters)          (08/01/05) GPS OBS
 DH4999  GEOID HEIGHT-         -36.09  (meters)                     GEOID03
 DH4999
 DH4999  HORZ ORDER  -  B
 DH4999  ELLP ORDER  -  FOURTH    CLASS I
 DH4999
 DH4999.The horizontal coordinates were established by GPS observations
 DH4999.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH4999
 DH4999
 DH4999.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4999
 DH4999.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4999
 DH4999.The ellipsoidal height was determined by GPS observations
 DH4999.and is referenced to NAD 83.
 DH4999
 DH4999.The geoid height was determined by GEOID03.
 DH4999
 DH4999;                    North         East     Units Scale Factor Converg.
 DH4999;SPC WI C     -    59,405.881   652,626.302   MT  0.99998009   +0 27 57.0
 DH4999;SPC WI C     -   194,900.79  2,141,158.13   sFT  0.99998009   +0 27 57.0
 DH4999;UTM  16      - 4,915,190.500   313,566.921   MT  1.00002746   -1 38 11.5
 DH4999
 DH4999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4999!SPC WI C     -   0.99995172  x   0.99998009  =   0.99993181
 DH4999!UTM  16      -   0.99995172  x   1.00002746  =   0.99997918
 DH4999
 DH4999                          SUPERSEDED SURVEY CONTROL
 DH4999
 DH4999.No superseded survey control is available for this station.
 DH4999
 DH4999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ1356715191(NAD 83)
 DH4999_MARKER: DD = SURVEY DISK
 DH4999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4999_STAMPING: HAVERBERG GPS 2004
 DH4999_MARK LOGO: WIDT  
 DH4999_PROJECTION: FLUSH
 DH4999_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH4999_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4999+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH4999
 DH4999  HISTORY     - Date     Condition        Report By
 DH4999  HISTORY     - 2003     MONUMENTED       WIDT
 DH4999  HISTORY     - 20040816 GOOD             WIDT
 DH4999  HISTORY     - 20051228 GOOD             WIDT
 DH4999
 DH4999                          STATION DESCRIPTION
 DH4999
 DH4999'DESCRIBED BY WI DEPT OF TRANSP 2003 (BLT)
 DH4999'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 54 WITH COUNTY
 DH4999'HIGHWAY A  ABOUT 13 MI SOUTHEAST OF THE VILLAGE OF PLOVER, GO
 DH4999'WEST-NORTHWEST ON STATE HIGHWAY 54  FOR 0.8 MI TO MADLEY ROAD ON THE
 DH4999'RIGHT, TURN RIGHT AND GO NORTH ON MADLEY ROAD FOR 0.15  MI TO THE
 DH4999'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH4999'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH4999'A 41-CM ROUND  CONCRETE POST ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE
 DH4999'STATION IS 8.0 M EAST OF THE  CENTERLINE OF MADLEY ROAD, 40.9 M
 DH4999'SOUTH-SOUTHEAST OF A WOOD POST FOR A --STOP  AHEAD--SIGN, 16.9 M NORTH
 DH4999'OF A WOOD POST FOR A --CURVE AHEAD 15 MPH--SIGN, 1.4 M WEST OF A
 DH4999'BARBED WIRE FENCE AND 1.0 M EAST, NORTHWEST, SOUTHWEST OF THREE ORANGE
 DH4999'4X4 PLASTIC  WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH4999'OBSTRUCTIONS EXTENDING HIGHER THAN  15 DEGREES ABOVE THE HORIZON.
 DH4999
 DH4999                          STATION RECOVERY (2004)
 DH4999
 DH4999'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 DH4999'RECOVERED AS DESCRIBED.
 DH4999
 DH4999                          STATION RECOVERY (2005)
 DH4999
 DH4999'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH4999'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0137 ***********************************************************************
 QN0137  DESIGNATION -  HAWKINS
 QN0137  PID         -  QN0137
 QN0137  STATE/COUNTY-  WI/RUSK
 QN0137  USGS QUAD   -  HAWKINS (1981)
 QN0137
 QN0137                         *CURRENT SURVEY CONTROL
 QN0137  ___________________________________________________________________
 QN0137* NAD 83(1991)-  45 30 48.63163(N)    090 42 21.37267(W)     ADJUSTED  
 QN0137* NAVD 88     -       414.756  (meters)    1360.75   (feet)  ADJUSTED  
 QN0137  ___________________________________________________________________
 QN0137  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 QN0137  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 QN0137  DYNAMIC HT  -         414.739 (meters)    1360.69  (feet)  COMP
 QN0137  MODELED GRAV-     980,562.4   (mgal)                       NAVD 88
 QN0137
 QN0137  HORZ ORDER  -  FIRST
 QN0137  VERT ORDER  -  FIRST     CLASS II
 QN0137
 QN0137.The horizontal coordinates were established by classical geodetic methods
 QN0137.and adjusted by the National Geodetic Survey in November 1991..
 QN0137
 QN0137.The orthometric height was determined by differential leveling
 QN0137.and adjusted by the National Geodetic Survey in June 1991..
 QN0137
 QN0137.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0137
 QN0137.The geoid height was determined by GEOID03.
 QN0137
 QN0137.The dynamic height is computed by dividing the NAVD 88
 QN0137.geopotential number by the normal gravity value computed on the
 QN0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0137.degrees latitude (g = 980.6199 gals.).
 QN0137
 QN0137.The modeled gravity was interpolated from observed gravity values.
 QN0137
 QN0137;                    North         East     Units Scale Factor Converg.
 QN0137;SPC WI C     -   186,946.669   544,839.089   MT  1.00000260   -0 29 53.1
 QN0137;SPC WI C     -   613,340.86  1,787,526.24   sFT  1.00000260   -0 29 53.1
 QN0137;SPC WI N     -    38,794.564   544,838.709   MT  1.00001007   -0 30 33.3
 QN0137;SPC WI N     -   127,278.50  1,787,525.00   sFT  1.00001007   -0 30 33.3
 QN0137;UTM  15      - 5,042,557.120   679,184.157   MT  0.99999476   +1 38 13.4
 QN0137
 QN0137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0137!SPC WI C     -   0.99993974  x   1.00000260  =   0.99994234
 QN0137!SPC WI N     -   0.99993974  x   1.00001007  =   0.99994981
 QN0137!UTM  15      -   0.99993974  x   0.99999476  =   0.99993450
 QN0137
 QN0137|---------------------------------------------------------------------|
 QN0137| PID    Reference Object                     Distance      Geod. Az  |
 QN0137|                                                           dddmmss.s |
 QN0137| CJ5065 HAWKINS RM                           14.180 METERS 25406     |
 QN0137|---------------------------------------------------------------------|
 QN0137
 QN0137                          SUPERSEDED SURVEY CONTROL
 QN0137
 QN0137  NAD 83(1986)-  45 30 48.62759(N)    090 42 21.36870(W) AD(       ) 1
 QN0137  NAD 27      -  45 30 48.74100(N)    090 42 20.85100(W) AD(       ) 1
 QN0137  NGVD 29 (??/??/92)  414.757  (m)         1360.75   (f) ADJ UNCH    1 2
 QN0137
 QN0137.Superseded values are not recommended for survey control.
 QN0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0137.See file dsdata.txt to determine how the superseded data were derived.
 QN0137
 QN0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL7918442557(NAD 83)
 QN0137_MARKER: DS = TRIANGULATION STATION DISK
 QN0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0137_STAMPING: HAWKINS 1921
 QN0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0137+STABILITY: SURFACE MOTION
 QN0137
 QN0137  HISTORY     - Date     Condition        Report By
 QN0137  HISTORY     - 1921     MONUMENTED       CGS
 QN0137  HISTORY     - 1922     GOOD             NGS
 QN0137  HISTORY     - 1934     POOR             NGS
 QN0137  HISTORY     - 1952     POOR             CGS
 QN0137  HISTORY     - 1985     MARK NOT FOUND   NGS
 QN0137  HISTORY     - 20040929 MARK NOT FOUND   WIDT
 QN0137
 QN0137                          STATION DESCRIPTION
 QN0137
 QN0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0137'STATION IS ABOUT 3/8 MILE E OF HAWKINS ON THE N SIDE OF TRACK
 QN0137'OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY ON
 QN0137'THE EXTENSION OF THE N RAIL FROM THE E AND W AT THE FIRST CURVE
 QN0137'E OF HAWKINS.  IT IS 3 METERS E OF FIRST PRIVATE-ROAD CROSSING
 QN0137'E OF HAWKINS, AND 6.07 METERS (19.92 FEET) N OF N RAIL.
 QN0137'REFERENCE MARK IS ON THE SAME SIDE OF THE TRACK.
 QN0137'
 QN0137'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 QN0137'DISKS SET IN CONCRETE.
 QN0137
 QN0137                          STATION RECOVERY (1922)
 QN0137
 QN0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 QN0137'0.4 MI E FROM HAWKINS.
 QN0137'3/8 MILE EAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QN0137'MARIE RAILROAD FROM HAWKINS, RUSK COUNTY, AT THE FIRST CURVE
 QN0137'EAST OF HAWKINS, 10 FEET EAST OF A PRIVATE-ROAD CROSSING, AT
 QN0137'THE INTERSECTION OF THE LINES DEFINED BY THE NORTH RAIL OF THE
 QN0137'EAST TANGENT AND THE NORTH RAIL OF THE WEST TANGENT, AND 19.9
 QN0137'FEET NORTH OF THE NORTH RAIL.  A STANDARD TRIANGULATION-STATION
 QN0137'DISK, STAMPED HAWKINS 1921 AND SET IN THE TOP OF A CONCRETE
 QN0137'POST.  (414.757 METERS OR 1,360.749 FEET.)  NOTE-- IT WAS
 QN0137'REPORTED IN OCTOBER 1934 THAT THIS BENCH MARK WAS TILTED ABOUT
 QN0137'6 INCHES TO THE NORTHEAST.  IT SHOULD BE USED WITH CAUTION.
 QN0137
 QN0137                          STATION RECOVERY (1934)
 QN0137
 QN0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QN0137'MARK RECOVERED IN POOR CONDITION.
 QN0137
 QN0137                          STATION RECOVERY (1952)
 QN0137
 QN0137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QN0137'STATION MARK RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND TO BE
 QN0137'PUSHED OVER TO THE NE.  IT IS ON THE E EDGE OF A FILL OF A
 QN0137'PRIVATE ROAD CROSSING.  THE UNDERGROUND MARK WAS NOT DUG FOR.
 QN0137'
 QN0137'THE REFERENCE MARK WAS NOT LOCATED.
 QN0137
 QN0137                          STATION RECOVERY (1985)
 QN0137
 QN0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QN0137'MARK NOT FOUND.
 QN0137
 QN0137                          STATION RECOVERY (2004)
 QN0137
 QN0137'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0513 ***********************************************************************
 QN0513  DESIGNATION -  HAWKINS MUNICIPAL WATERSPHERE
 QN0513  PID         -  QN0513
 QN0513  STATE/COUNTY-  WI/RUSK
 QN0513  USGS QUAD   -  HAWKINS (1981)
 QN0513
 QN0513                         *CURRENT SURVEY CONTROL
 QN0513  ___________________________________________________________________
 QN0513* NAD 83(1991)-  45 30 49.44310(N)    090 42 56.79477(W)     ADJUSTED  
 QN0513* NAVD 88     -                                                        
 QN0513  ___________________________________________________________________
 QN0513  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 QN0513  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 QN0513
 QN0513  HORZ ORDER  -  THIRD
 QN0513
 QN0513.The horizontal coordinates were established by classical geodetic methods
 QN0513.and adjusted by the National Geodetic Survey in November 1991..
 QN0513
 QN0513
 QN0513.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0513
 QN0513.The geoid height was determined by GEOID03.
 QN0513
 QN0513;                    North         East     Units Scale Factor Converg.
 QN0513;SPC WI C     -   186,978.451   544,070.488   MT  1.00000264   -0 30 18.1
 QN0513;SPC WI C     -   613,445.13  1,785,004.59   sFT  1.00000264   -0 30 18.1
 QN0513;SPC WI N     -    38,826.496   544,070.107   MT  1.00001003   -0 30 58.8
 QN0513;SPC WI N     -   127,383.26  1,785,003.34   sFT  1.00001003   -0 30 58.8
 QN0513;UTM  15      - 5,042,560.245   678,414.912   MT  0.99999138   +1 37 48.1
 QN0513
 QN0513                          SUPERSEDED SURVEY CONTROL
 QN0513
 QN0513  NAD 83(1986)-  45 30 49.43884(N)    090 42 56.78996(W) AD(       ) 4
 QN0513  NAD 27      -  45 30 49.54400(N)    090 42 56.26600(W) AD(       ) 3
 QN0513
 QN0513.Superseded values are not recommended for survey control.
 QN0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0513.See file dsdata.txt to determine how the superseded data were derived.
 QN0513
 QN0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL7841542560(NAD 83)
 QN0513
 QN0513  HISTORY     - Date     Condition        Report By
 QN0513  HISTORY     - 1952     FIRST OBSERVED   CGS
 QN0513
 QN0513                          STATION DESCRIPTION
 QN0513
 QN0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QN0513'THE POINT INTERSECTED WAS THE TOP OF THE SPHERE.  IT IS LOCATED
 QN0513'ON GRAND AVENUE IN THE VILLAGE OF HAWKINS AND IS OWNED AND
 QN0513'OPERATED BY THE HAWKINS WATER WORKS.
 QN0513'
 QN0513'THE SPHERE HAS A CAPACITY OF 50,000 GALLONS AND IS SUPPORTED
 QN0513'BY A CYLINDRICAL PEDESTAL.  IT IS 137.6 FEET HIGH AND PAINTED
 QN0513'SILVER WITH THE WORD HAWKINS PAINTED IN BLACK.
 QN0513'
 QN0513'THE WATERSPHERE WAS ERECTED OF STEEL IN 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0914 ***********************************************************************
 PN0914  DESIGNATION -  HAYTON
 PN0914  PID         -  PN0914
 PN0914  STATE/COUNTY-  WI/CALUMET
 PN0914  USGS QUAD   -  CHILTON (1992)
 PN0914
 PN0914                         *CURRENT SURVEY CONTROL
 PN0914  ___________________________________________________________________
 PN0914* NAD 83(1991)-  44 00 04.99062(N)    088 09 22.12774(W)     ADJUSTED  
 PN0914* NAVD 88     -       321.     (meters)    1053.     (feet)  SCALED    
 PN0914  ___________________________________________________________________
 PN0914  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 PN0914  GEOID HEIGHT-         -35.96  (meters)                     GEOID03
 PN0914
 PN0914  HORZ ORDER  -  SECOND
 PN0914
 PN0914.The horizontal coordinates were established by classical geodetic methods
 PN0914.and adjusted by the National Geodetic Survey in November 1991..
 PN0914
 PN0914.The orthometric height was scaled from a topographic map.
 PN0914
 PN0914.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0914
 PN0914.The geoid height was determined by GEOID03.
 PN0914
 PN0914;                    North         East     Units Scale Factor Converg.
 PN0914;SPC WI S     -   223,976.037   747,871.104   MT  0.99998739   +1 16 00.9
 PN0914;SPC WI S     -   734,828.05  2,453,640.45   sFT  0.99998739   +1 16 00.9
 PN0914;UTM  16      - 4,872,676.509   407,308.903   MT  0.99970567   -0 48 11.5
 PN0914
 PN0914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0914!SPC WI S     -   0.99995531  x   0.99998739  =   0.99994270
 PN0914!UTM  16      -   0.99995531  x   0.99970567  =   0.99966099
 PN0914
 PN0914|---------------------------------------------------------------------|
 PN0914| PID    Reference Object                     Distance      Geod. Az  |
 PN0914|                                                           dddmmss.s |
 PN0914| CJ5067 HAYTON RM 1                          14.320 METERS 05315     |
 PN0914| PN0909 ST MARTINS CATH CH SPIRE            APPROX. 4.5 KM 0792235.5 |
 PN0914| CJ5066 HAYTON AZ MK                                       1033703.5 |
 PN0914| CJ5068 HAYTON RM 2                          12.422 METERS 19912     |
 PN0914| OM0668 CHARLESBURG ST CHARLES CATH CH      APPROX. 3.8 KM 2021720.0 |
 PN0914| PN0915 CHILTON ST MARYS CATH CH TOWER      APPROX. 3.1 KM 3522222.0 |
 PN0914|---------------------------------------------------------------------|
 PN0914
 PN0914                          SUPERSEDED SURVEY CONTROL
 PN0914
 PN0914  NAD 83(1986)-  44 00 04.98160(N)    088 09 22.12578(W) AD(       ) 2
 PN0914  NAD 27      -  44 00 05.01000(N)    088 09 21.76400(W) AD(       ) 2
 PN0914
 PN0914.Superseded values are not recommended for survey control.
 PN0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0914.See file dsdata.txt to determine how the superseded data were derived.
 PN0914
 PN0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0730972677(NAD 83)
 PN0914_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PN0914_SETTING: 66 = SET IN ROCK OUTCROP
 PN0914
 PN0914  HISTORY     - Date     Condition        Report By
 PN0914  HISTORY     - 1953     MONUMENTED       CGS
 PN0914  HISTORY     - 1973     SEE DESCRIPTION  USGS
 PN0914
 PN0914                          STATION DESCRIPTION
 PN0914
 PN0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PN0914'THE STATION IS LOCATED ABOUT 4.5 MILES NORTHWEST OF NEW
 PN0914'HOLSTEIN, 2.5 MILES SOUTHWEST OF HAYTON, 2 MILES SOUTH OF
 PN0914'CHILTON AND ON THE PROPERTY OF MR. A. GEISER.  IT IS ON
 PN0914'THE HIGHEST PART OF THE HILL, IN THE CENTER OF A LARGE, FLAT
 PN0914'OUTCROPPING BEDROCK, 93 FEET WEST OF A FENCE LINE, 54 FEET
 PN0914'NORTHWEST OF A 10 INCH WILD CHERRY TREE, AND 24 FEET EAST OF
 PN0914'A TWIN TRUNKED ELM TREE WITH A 6 INCH TRIANGLE BLAZE.  THE
 PN0914'MARK IS FLUSH AND THE DISK IS STAMPED HAYTON 1953.
 PN0914'
 PN0914'REFERENCE MARK NO. 1 IS 63 FEET WEST OF A FENCE LINE, 57
 PN0914'FEET NORTH OF A 10 INCH WILD CHERRY TREE.  THE DISK IS STAMPED
 PN0914'HAYTON NO 1 1953.
 PN0914'
 PN0914'REFERENCE MARK NO. 2 IS 59 FEET WEST OF A 10 INCH WILD CHERRY
 PN0914'TREE, 44 FEET SOUTH OF A TWIN TRUNKED ELM TREE WITH A 6
 PN0914'INCH TRIANGLE BLAZE.  THE DISK IS STAMPED HAYTON NO 2 1953.
 PN0914'
 PN0914'AZIMUTH MARK IS 108 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 PN0914'BRICK BUILDING, 49 FEET EAST OF THE CENTER OF A GRAVEL ROAD,
 PN0914'4 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A
 PN0914'FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED HAYTON
 PN0914'1953.
 PN0914'
 PN0914'TO REACH THE STATION FROM THE MAIN INTERSECTION IN CHILTON,
 PN0914'NORTH MADISON AND MAIN STREETS, (JUNCTION OF U.S. HIGHWAY
 PN0914'151 AND STATE HIGHWAY 57), GO SOUTH ON HIGHWAY 57 FOR 0.5
 PN0914'MILE TO THE JUNCTION OF COUNTY HIGHWAY G, GO SOUTH ON HIGHWAY
 PN0914'G FOR 1.7 MILES TO A GRAVEL ROAD LEFT, TURN LEFT AND GO
 PN0914'EAST FOR 0.2 MILE TO A WIRE GATE ON THE LEFT (*).  TURN LEFT
 PN0914'AND GO THROUGH GATE AND UP THE HILL FOR 0.15 MILE TO THE
 PN0914'STATION AS DESCRIBED.
 PN0914'
 PN0914'(*) TO REACH THE AZIMUTH MARK CONTINUE EAST ON THE GRAVEL
 PN0914'ROAD FOR 0.6 MILE TO A GRAVEL T ROAD, TURN RIGHT SOUTH FOR
 PN0914'0.15 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 PN0914'
 PN0914'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 PN0914
 PN0914                          STATION RECOVERY (1973)
 PN0914
 PN0914'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PN0914'ALL SURFACE MARKS FOUND AS DESCRIBED.  DISTANCES CHECKED OK
 PN0914'THE TWIN TRUNKED ELM TREE IS NOW A STUMP, AND THE 10 IN
 PN0914'CHERRY TREE IS NOW DEAD.  A STANDARD WITNESS POST WAS INSTALLED,
 PN0914'THE DISTANCE AS FOLLOWS--STATION MARK IS NOW 13.4 FT WEST OF
 PN0914'THE WITNESS POST AND REFERENCE MARK 1 IS 37.6 NNE OF THE WITNESS
 PN0914'POST.
 PN0914'
 PN0914'THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THE ABOVE ADDITION.
 PN0914'
 PN0914'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4.5 MI
 PN0914'NW OF NEW HOLSTEIN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0275 ***********************************************************************
 RM0275  DESIGNATION -  HAYWARD
 RM0275  PID         -  RM0275
 RM0275  STATE/COUNTY-  WI/SAWYER
 RM0275  USGS QUAD   -  HAYWARD (1979)
 RM0275
 RM0275                         *CURRENT SURVEY CONTROL
 RM0275  ___________________________________________________________________
 RM0275* NAD 83(1986)-  46 00 49.     (N)    091 29 00.     (W)     SCALED    
 RM0275* NAVD 88     -       365.172  (meters)    1198.07   (feet)  ADJUSTED  
 RM0275  ___________________________________________________________________
 RM0275  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 RM0275  DYNAMIC HT  -         365.176 (meters)    1198.08  (feet)  COMP
 RM0275  MODELED GRAV-     980,613.4   (mgal)                       NAVD 88
 RM0275
 RM0275  VERT ORDER  -  FIRST     CLASS II
 RM0275
 RM0275.The horizontal coordinates were scaled from a topographic map and have
 RM0275.an estimated accuracy of +/- 6 seconds.
 RM0275
 RM0275.The orthometric height was determined by differential leveling
 RM0275.and adjusted by the National Geodetic Survey in June 1991..
 RM0275
 RM0275.The geoid height was determined by GEOID03.
 RM0275
 RM0275.The dynamic height is computed by dividing the NAVD 88
 RM0275.geopotential number by the normal gravity value computed on the
 RM0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0275.degrees latitude (g = 980.6199 gals.).
 RM0275
 RM0275.The modeled gravity was interpolated from observed gravity values.
 RM0275
 RM0275;                    North         East    Units  Estimated Accuracy
 RM0275;SPC WI N     -    95,210.      485,140.      MT  (+/- 180 meters Scaled)
 RM0275
 RM0275                          SUPERSEDED SURVEY CONTROL
 RM0275
 RM0275  NGVD 29 (??/??/92)  365.192  (m)         1198.13   (f) ADJ UNCH    1 2
 RM0275
 RM0275.Superseded values are not recommended for survey control.
 RM0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0275.See file dsdata.txt to determine how the superseded data were derived.
 RM0275
 RM0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL174966(NAD 83)
 RM0275_MARKER: DS = TRIANGULATION STATION DISK
 RM0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0275_STAMPING: HAYWARD 1934
 RM0275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RM0275
 RM0275  HISTORY     - Date     Condition        Report By
 RM0275  HISTORY     - 1934     MONUMENTED       CGS
 RM0275  HISTORY     - 1934     GOOD             NGS
 RM0275  HISTORY     - 1970     GOOD             USGS
 RM0275  HISTORY     - 1979     GOOD             NGS
 RM0275  HISTORY     - 20040509 MARK NOT FOUND   USPSQD
 RM0275  HISTORY     - 20050713 MARK NOT FOUND   NGS
 RM0275
 RM0275                          STATION DESCRIPTION
 RM0275
 RM0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RM0275'AT HAYWARD.
 RM0275'MARK IS ABOUT 12 IN SQUARE, PROJECTING ABOUT 4 IN.  MARK IS 177
 RM0275'FT NW OF THE NW RAIL, 133 FT W BY N OF THE W CORNER OF THE C ST
 RM0275'P M AND O RR STATION AT HAYWARD, 99 FT SE OF CENTERLINE OF HIGHWAY
 RM0275'24, AND 4 FT SW OF FLAGPOLE.
 RM0275
 RM0275                          STATION RECOVERY (1970)
 RM0275
 RM0275'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (RSP)
 RM0275'AT. HAYWARD.  IN FRONT OF AMERICAN LEGION POST 218.  62 FT. NE.
 RM0275'ALONG CENTERLINE OF U.S. HWY. 63 N., AND ST. HWY 77 E., AND
 RM0275'103 FT. SE. (NORMAL) FROM JCT. OF U.S. 63 AND IOWA AVE. (MAIN ST.)
 RM0275'4.0 FT. SW. OF FLAG POLE.  ON TOP OF A CONC. POST, A STANDARD
 RM0275'TABLET STAMPED HAYWARD 1934 PROJECTING ABOUT 3. IN. ABOVE
 RM0275'GROUND.
 RM0275
 RM0275                          STATION RECOVERY (1979)
 RM0275
 RM0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RM0275'IN HAYWARD, AT THE JUNCTION OF IOWA AVENUE AND EAST FOURTH STREET, AT
 RM0275'THE PARK IN FRONT OF THE AMERICAN LEGION POST BUILDING, 100 FT. WEST
 RM0275'OF THE WEST RAIL OF THE CHICAGO AND NORTHWESTERN RAILROAD, 4.0 FT.
 RM0275'SOUTH OF A FLAGPOLE.
 RM0275
 RM0275                          STATION RECOVERY (2004)
 RM0275
 RM0275'RECOVERY NOTE BY US POWER SQUADRON 2004
 RM0275'MARK NOT FOUND. HIGHWAYS RECONFIGURED IN TOWN AND RR NOW ABANDONED.
 RM0275'AMERICAN LEGION HALL IS VERY NEW. USPS JRD
 RM0275
 RM0275                          STATION RECOVERY (2005)
 RM0275
 RM0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 RM0275'AMERICAN LEGION PERSONNEL CONFIRMED MARK WAS LOST IN CONSTRUCTION OF
 RM0275'NEW VETERANS' COMMUNITY CENTER CIRCA 1990.  THIS WAS GRAVITY BASE
 RM0275'STATION 'HAYWARD', WI 3.  RAILWAY IS NOW RAILROAD STREET.  IT WAS AT
 RM0275'WEST CORNER OF E. FIRST ST (NOT FOURTH) (= US 63 AND WI 27) AND MAIN
 RM0275'ST. (FORMER IOWA ST AND WI 77).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0894 ***********************************************************************
 RM0894  FBN         -  This is a Federal Base Network Control Station.
 RM0894  PACS        -  This is a Primary Airport Control Station.
 RM0894  DESIGNATION -  HAYWARD GPS
 RM0894  PID         -  RM0894
 RM0894  STATE/COUNTY-  WI/SAWYER
 RM0894  USGS QUAD   -  HAYWARD (1979)
 RM0894
 RM0894                         *CURRENT SURVEY CONTROL
 RM0894  ___________________________________________________________________
 RM0894* NAD 83(1997)-  46 01 09.51509(N)    091 26 59.54994(W)     ADJUSTED  
 RM0894* NAVD 88     -       367.16   (meters)    1204.6    (feet)  GPS OBS   
 RM0894  ___________________________________________________________________
 RM0894  X           -    -112,266.986 (meters)                     COMP
 RM0894  Y           -  -4,435,590.312 (meters)                     COMP
 RM0894  Z           -   4,566,981.663 (meters)                     COMP
 RM0894  LAPLACE CORR-          -6.71  (seconds)                    DEFLEC99
 RM0894  ELLIP HEIGHT-         338.30  (meters)          (04/28/99) GPS OBS
 RM0894  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 RM0894
 RM0894  HORZ ORDER  -  A
 RM0894  ELLP ORDER  -  THIRD     CLASS I
 RM0894
 RM0894.This mark is at Hayward Airport (HYR)
 RM0894
 RM0894.The horizontal coordinates were established by GPS observations
 RM0894.and adjusted by the National Geodetic Survey in April 1999..
 RM0894
 RM0894.The orthometric height was determined by GPS observations and a
 RM0894.high-resolution geoid model.
 RM0894
 RM0894.GPS derived orthometric heights for airport stations designated as
 RM0894.PACS or SACS are published to 2 decimal places.  This maintains
 RM0894.centimeter relative accuracy between the PACS and SACS.  It does
 RM0894.not indicate centimeter accuracy relative to other marks which are
 RM0894.part of the NAVD 88 network.
 RM0894
 RM0894.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RM0894
 RM0894.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0894
 RM0894.The ellipsoidal height was determined by GPS observations
 RM0894.and is referenced to NAD 83.
 RM0894
 RM0894.The geoid height was determined by GEOID03.
 RM0894
 RM0894;                    North         East     Units Scale Factor Converg.
 RM0894;SPC WI N     -    95,790.696   487,738.972   MT  0.99994869   -1 02 45.2
 RM0894;SPC WI N     -   314,273.31  1,600,190.28   sFT  0.99994869   -1 02 45.2
 RM0894;UTM  15      - 5,097,361.035   619,987.507   MT  0.99977699   +1 06 56.0
 RM0894
 RM0894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0894!SPC WI N     -   0.99994697  x   0.99994869  =   0.99989566
 RM0894!UTM  15      -   0.99994697  x   0.99977699  =   0.99972397
 RM0894
 RM0894:                Primary Azimuth Mark                     Grid Az
 RM0894:SPC WI N     -  HAYWARD GPS AZ MK                        024 57 55.6
 RM0894:UTM  15      -  HAYWARD GPS AZ MK                        022 48 14.4
 RM0894
 RM0894|---------------------------------------------------------------------|
 RM0894| PID    Reference Object                     Distance      Geod. Az  |
 RM0894|                                                           dddmmss.s |
 RM0894| RM0899 HAYWARD GPS AZ MK                   APPROX. 0.7 KM 0235510.4 |
 RM0894|---------------------------------------------------------------------|
 RM0894
 RM0894                          SUPERSEDED SURVEY CONTROL
 RM0894
 RM0894  NAD 83(1991)-  46 01 09.51470(N)    091 26 59.54960(W) AD(       ) B
 RM0894  ELLIP H (06/11/91)  338.28   (m)                       GP(       ) 4 1
 RM0894  NGVD 29 (06/11/91)  366.9    (m)         1204.     (f) GPS OBS        
 RM0894
 RM0894.Superseded values are not recommended for survey control.
 RM0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0894.See file dsdata.txt to determine how the superseded data were derived.
 RM0894
 RM0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1998897361(NAD 83)
 RM0894_MARKER: DH = HORIZONTAL CONTROL DISK
 RM0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0894_SP_SET: CONCRETE POST
 RM0894_STAMPING: HAYWARD GPS 1989
 RM0894_MARK LOGO: NGS   
 RM0894_PROJECTION: FLUSH
 RM0894_MAGNETIC: N = NO MAGNETIC MATERIAL
 RM0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0894+STABILITY: SURFACE MOTION
 RM0894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0894+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2004
 RM0894
 RM0894  HISTORY     - Date     Condition        Report By
 RM0894  HISTORY     - 1989     MONUMENTED       WIHD
 RM0894  HISTORY     - 19900705 GOOD
 RM0894  HISTORY     - 19900726 GOOD
 RM0894  HISTORY     - 19960927 GOOD             WI-113
 RM0894  HISTORY     - 19971210 GOOD             NGS
 RM0894  HISTORY     - 20040509 GOOD             USPSQD
 RM0894
 RM0894                          STATION DESCRIPTION
 RM0894
 RM0894'DESCRIBED BY WI HIGHWAY DEPT 1989
 RM0894'THE STATION IS LOCATED ABOUT 5.63 KM (3.50 MI) NORTHEAST OF HAYWARD,
 RM0894'28.96 KM (18.00 MI) SOUTHEAST OF MINONG, AND 12.06 KM (7.50 MI)
 RM0894'SOUTHWEST OF SEELEY.  OWNERSHIP--HAYWARD AIRPORT, AIRPORT MANAGER,
 RM0894'RANDY POQUETTE, PH. 715-634-4624.
 RM0894'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 63 AND
 RM0894'STATE ROAD 77, GO NORTH FOR 1.35 KM (0.85 MI) ON U.S. HIGHWAY 63 TO
 RM0894'THE INTERSECTION OF HOSPITAL ROAD.  TURN RIGHT AND GO EAST FOR 1.3 KM
 RM0894'(0.80 MI) ON HOSPITAL ROAD TO THE INTERSECTION OF AIRPORT ROAD.  TURN
 RM0894'RIGHT AND GO SOUTH FOR 0.8 KM (0.50 MI) ON AIRPORT ROAD TO THE STATION
 RM0894'ON THE LEFT.
 RM0894'THE STATION IS A STANDARD NGS HORIZONTAL CONTROL MARK DISK
 RM0894'STAMPED---HAYWARD GPS 1989---, SET INTO THE TOP OF A ROUND CONCRETE
 RM0894'MONUMENT 41 CM IN DIAMETER FLUSH WITH THE GROUND.  LOCATED 30.48 M
 RM0894'(100.0 FT) EAST FROM THE CENTER-LINE OF AIRPORT ROAD, 0.92 M (3.0 FT)
 RM0894'WEST FROM A CARSONITE WITNESS POST, AND 41.76 M (137.0 FT) NORTHEAST
 RM0894'FROM THE CENTER-LINE INTERSECTION OF AIRPORT ROAD AND NAMEKAGON LANE.
 RM0894
 RM0894                          STATION RECOVERY (1990)
 RM0894
 RM0894'RECOVERED 1990
 RM0894'RECOVERED IN GOOD CONDITION.
 RM0894
 RM0894                          STATION RECOVERY (1990)
 RM0894
 RM0894'RECOVERED 1990
 RM0894'RECOVERED IN GOOD CONDITION.
 RM0894
 RM0894                          STATION RECOVERY (1996)
 RM0894
 RM0894'RECOVERY NOTE BY SAWYER COUNTY WISCONSIN 1996 (RLP)
 RM0894'RECOVERED AS DESCRIBED.
 RM0894
 RM0894                          STATION RECOVERY (1997)
 RM0894
 RM0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 RM0894'NOTE--THIS IS THE PRIMARY AIRPORT CONTROL (PAC) STATION FOR THE
 RM0894'HAYWARD/SAWYER COUNTY (HYR) AIRPORT.  THE STATION IS LOCATED ABOUT 6
 RM0894'KM (3.70 MI) NORTHEAST OF HAYWARD AT THE SAWYER COUNTY AIRPORT, NEAR
 RM0894'THE SOUTHWEST END OF THE AIRFIELD, BETWEEN AIRPORT ROAD AND RUNWAY END
 RM0894'2, AND ACROSS THE ROAD FROM THE AWOS.  OWNERSHIP--SAWYER COUNTY,
 RM0894'COURTHOUSE, HAYWARD, WI 54843.  AIRPORT MANAGER IS DANIEL R. LESLIE.
 RM0894'PHONE 715-634-4624.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 63,
 RM0894'STATE HIGHWAYS 77 AND 27 NORTH ON THE NORTHEAST SIDE OF HAYWARD, GO
 RM0894'NORTHEAST ON HIGHWAY 63 FOR 1.35 KM (0.85 MI) TO A PAVED CROSSROAD.
 RM0894'TURN RIGHT AND GO EASTERLY ON HOSPITAL ROAD FOR 1.2 KM (0.75 MI) TO
 RM0894'THE T-JUNCTION OF AIRPORT ROAD.  TURN RIGHT AND GO SOUTH ON AIRPORT
 RM0894'ROAD FOR 0.80 KM (0.50 MI) TO THE STATION ON THE LEFT. THE STATION IS
 RM0894'SET IN THE TOP OF A 40 CM ROUND CONCRETE POST FLUSH WITH THE GROUND.
 RM0894'IT IS 41.7 M (136.8 FT) NORTHEAST OF THE CENTER OF THE JUNCTION OF
 RM0894'AIRPORT ROAD AND NAMEKAGON LANE, 30.5 M (100.1 FT) SOUTHEAST OF THE
 RM0894'CENTER OF AIRPORT ROAD, AND 0.9 M (3.0 FT) WEST OF A FIBERGLASS
 RM0894'WITNESS POST.
 RM0894
 RM0894                          STATION RECOVERY (2004)
 RM0894
 RM0894'RECOVERY NOTE BY US POWER SQUADRON 2004
 RM0894'RECOVERED IN GOOD CONDITION AS DESCRIBED, PLUS RM 0899 IS ALSO LOCATED
 RM0894'AT THIS AIRPORT. USPS JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0899 ***********************************************************************
 RM0899  DESIGNATION -  HAYWARD GPS AZ MK
 RM0899  PID         -  RM0899
 RM0899  STATE/COUNTY-  WI/SAWYER
 RM0899  USGS QUAD   -  HAYWARD (1979)
 RM0899
 RM0899                         *CURRENT SURVEY CONTROL
 RM0899  ___________________________________________________________________
 RM0899* NAD 83(1997)-  46 01 29.83991(N)    091 26 46.60838(W)     ADJUSTED  
 RM0899* NAVD 88     -       367.9    (meters)    1207.     (feet)  VERTCON   
 RM0899  ___________________________________________________________________
 RM0899  X           -    -111,977.303 (meters)                     COMP
 RM0899  Y           -  -4,435,146.503 (meters)                     COMP
 RM0899  Z           -   4,567,418.077 (meters)                     COMP
 RM0899  LAPLACE CORR-          -6.94  (seconds)                    DEFLEC99
 RM0899  ELLIP HEIGHT-         339.19  (meters)          (09/30/02) GPS OBS
 RM0899  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 RM0899
 RM0899  HORZ ORDER  -  FIRST
 RM0899  ELLP ORDER  -  FOURTH    CLASS I
 RM0899
 RM0899.This mark is at Hayward Airport (HYR)
 RM0899
 RM0899.The horizontal coordinates were established by GPS observations
 RM0899.and adjusted by the National Geodetic Survey in September 2002..
 RM0899
 RM0899.The NAVD 88 height was computed by applying the VERTCON shift value to
 RM0899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RM0899
 RM0899.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RM0899
 RM0899.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0899
 RM0899.The ellipsoidal height was determined by GPS observations
 RM0899.and is referenced to NAD 83.
 RM0899
 RM0899.The geoid height was determined by GEOID03.
 RM0899
 RM0899;                    North         East     Units Scale Factor Converg.
 RM0899;SPC WI N     -    96,413.024   488,028.711   MT  0.99994844   -1 02 35.9
 RM0899;SPC WI N     -   316,315.06  1,601,140.86   sFT  0.99994844   -1 02 35.9
 RM0899;UTM  15      - 5,097,993.740   620,253.522   MT  0.99977777   +1 07 05.7
 RM0899
 RM0899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0899!SPC WI N     -   0.99994683  x   0.99994844  =   0.99989527
 RM0899!UTM  15      -   0.99994683  x   0.99977777  =   0.99972461
 RM0899
 RM0899:                Primary Azimuth Mark                     Grid Az
 RM0899:SPC WI N     -  HAYWARD GPS                              204 57 55.6
 RM0899:UTM  15      -  HAYWARD GPS                              202 48 14.0
 RM0899
 RM0899|---------------------------------------------------------------------|
 RM0899| PID    Reference Object                     Distance      Geod. Az  |
 RM0899|                                                           dddmmss.s |
 RM0899| RM0894 HAYWARD GPS                         APPROX. 0.7 KM 2035519.7 |
 RM0899|---------------------------------------------------------------------|
 RM0899
 RM0899                          SUPERSEDED SURVEY CONTROL
 RM0899
 RM0899  NAD 83(1991)-  46 01 29.83967(N)    091 26 46.60780(W) AD(       ) 1
 RM0899  ELLIP H (08/19/91)  339.17   (m)                       GP(       ) 4 1
 RM0899  NGVD 29 (08/19/91)  367.9    (m)         1207.     (f) GPS OBS        
 RM0899
 RM0899.Superseded values are not recommended for survey control.
 RM0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0899.See file dsdata.txt to determine how the superseded data were derived.
 RM0899
 RM0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL2025497994(NAD 83)
 RM0899_MARKER: DZ = AZIMUTH MARK DISK
 RM0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0899_SP_SET: CONCRETE POST
 RM0899_STAMPING: HAYWARD 1989
 RM0899_MARK LOGO: NGS   
 RM0899_MAGNETIC: N = NO MAGNETIC MATERIAL
 RM0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0899+STABILITY: SURFACE MOTION
 RM0899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0899+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2004
 RM0899
 RM0899  HISTORY     - Date     Condition        Report By
 RM0899  HISTORY     - 1989     MONUMENTED       WIDT
 RM0899  HISTORY     - 19900726 GOOD
 RM0899  HISTORY     - 20040509 GOOD             USPSQD
 RM0899
 RM0899                          STATION DESCRIPTION
 RM0899
 RM0899'DESCRIBED BY WI DEPT OF TRANSP 1989
 RM0899'THE STATION IS LOCATED ABOUT 2.9 KM (1.8 MI) NORTHEAST OF HAYWARD, AT
 RM0899'THE HAYWARD MUNICIPAL AIRPORT, ON THE EAST SIDE OF AIRPORT ROAD AND
 RM0899'ABOUT 0.16 KM (0.10 MI) FROM THE JUNCTION OF HOSPITAL ROAD.
 RM0899'OWNERSHIP--CITY OF HAYWARD, HAYWARD, WISCONSIN 54843, AIRPORT MANAGER
 RM0899'IS RANDY POQUETTE, PHONE (715)-634-4624.
 RM0899'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 77 WEST AND
 RM0899'27 WEST AND U.S. HIGHWAY 63, AT THE NORTHEAST EDGE OF HAYWARD, GO
 RM0899'NORTHEAST ON U.S. HIGHWAY 63 FOR 1.45 KM (0.90 MI) TO THE JUNCTION OF
 RM0899'HOSPITAL ROAD ON THE RIGHT, TURN RIGHT, EAST ON HOSPITAL ROAD FOR
 RM0899'0.16 KM (0.10 MI) TO THE STATION ON THE LEFT.
 RM0899'THE STATION IS LOCATED 101.6 M (333.3 FT) WEST OF THE CENTER OF THE
 RM0899'RUNWAY, 36.2 M (118.8 FT) EAST OF THE CENTER OF AIRPORT ROAD AND 1.0
 RM0899'M (3.3 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST.
 RM0899
 RM0899                          STATION RECOVERY (1990)
 RM0899
 RM0899'RECOVERED 1990
 RM0899'RECOVERED IN GOOD CONDITION.
 RM0899
 RM0899                          STATION RECOVERY (2004)
 RM0899
 RM0899'RECOVERY NOTE BY US POWER SQUADRON 2004
 RM0899'RECOVERED AS DESCRIBED IN GOOD CONDITION PLUS RM 0894 IS ALSO AT THIS
 RM0899'AIRPORT. USPS JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0823 ***********************************************************************
 RM0823  DESIGNATION -  HAYWARD INDIAN SCHOOL TANK
 RM0823  PID         -  RM0823
 RM0823  STATE/COUNTY-  WI/SAWYER
 RM0823  USGS QUAD   -  HAYWARD (1979)
 RM0823
 RM0823                         *CURRENT SURVEY CONTROL
 RM0823  ___________________________________________________________________
 RM0823* NAD 83(1991)-  46 02 10.01299(N)    091 28 58.88300(W)     ADJUSTED  
 RM0823* NAVD 88     -                                                        
 RM0823  ___________________________________________________________________
 RM0823  LAPLACE CORR-          -8.94  (seconds)                    DEFLEC99
 RM0823  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 RM0823
 RM0823  HORZ ORDER  -  THIRD
 RM0823
 RM0823.The horizontal coordinates were established by classical geodetic methods
 RM0823.and adjusted by the National Geodetic Survey in March 1999..
 RM0823
 RM0823
 RM0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0823
 RM0823.The geoid height was determined by GEOID03.
 RM0823
 RM0823;                    North         East     Units Scale Factor Converg.
 RM0823;SPC WI N     -    97,705.565   485,207.548   MT  0.99994797   -1 04 11.3
 RM0823;SPC WI N     -   320,555.67  1,591,885.10   sFT  0.99994797   -1 04 11.3
 RM0823;UTM  15      - 5,099,178.741   617,386.114   MT  0.99976939   +1 05 31.2
 RM0823
 RM0823                          SUPERSEDED SURVEY CONTROL
 RM0823
 RM0823  NAD 83(1991)-  46 02 10.01216(N)    091 28 58.88350(W) AD(       ) 4
 RM0823  NAD 83(1986)-  46 02 10.00607(N)    091 28 58.87883(W) AD(       ) 4
 RM0823  NAD 27      -  46 02 10.17000(N)    091 28 58.25000(W) AD(       ) 3
 RM0823
 RM0823.Superseded values are not recommended for survey control.
 RM0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0823.See file dsdata.txt to determine how the superseded data were derived.
 RM0823
 RM0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1738699179(NAD 83)
 RM0823_MARKER: 53 = ELEVATED TANK
 RM0823
 RM0823  HISTORY     - Date     Condition        Report By
 RM0823  HISTORY     - 1934     FIRST OBSERVED   CGS
 RM0823  HISTORY     - 20040509 MARK NOT FOUND   USPSQD
 RM0823
 RM0823                          STATION DESCRIPTION
 RM0823
 RM0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 RM0823'THIS INTERSECTION STATION IS A TALL BLACK TANK, LOCATED 1.7 MILES
 RM0823'NORTH OF HAYWARD, WISCONSIN.  IT IS ON THE GROUNDS OF AND BELONGS
 RM0823'TO WHAT WAS FORMERLY THE HAYWARD INDIAN SCHOOL, NOW OCCUPIED
 RM0823'TEMPORARILY BY THE WISCONSIN TRANSIENT BUREAU.  THE TANK STANDS
 RM0823'IN THE CENTER OF A SMALL GROVE OF TALL PINE TREES, AMONG THE
 RM0823'BUILDINGS OF THE SCHOOL.  IT IS ABOUT 0.2 MILE EAST OF WISCONSIN
 RM0823'ROUTE 27.
 RM0823'
 RM0823'THE TANK IS SUPPORTED ON FOUR LEGS WHICH ARE ABOUT NINETY
 RM0823'FEET HIGH.  THE LOWER PART OF THE TANK IS FORMED BY AN OVAL BOWL
 RM0823'WHICH IS BELOW THE POINT WHERE THE LEGS ARE ATTACHED TO THE TANK.
 RM0823'A FLUTED PIPE, TWENTY INCHES IN DIAMETER, EXTENDS FROM THE LOWEST
 RM0823'POINT OF THE OVAL SECTION TO THE GROUND.  AT THE TOP OF THE OVAL
 RM0823'SECTION THERE IS A PLATFORM SURROUNDED BY A LOW IRON RAILING
 RM0823'WHICH IS REACHED BY A LADDER FASTENED TO THE SOUTHEAST LEG.
 RM0823'FROM THE PLATFORM THE TANK RISES AS A CYLINDER THIRTY FEET AND
 RM0823'IS TOPPED BY A CONICAL TOP, AT THE APEX OF WHICH IS A LARGE
 RM0823'BLACK BALL.  THE TOTAL HEIGHT OF THE TANK IS ABOUT 145 FEET.
 RM0823
 RM0823                          STATION RECOVERY (2004)
 RM0823
 RM0823'RECOVERY NOTE BY US POWER SQUADRON 2004
 RM0823'MARK NOT FOUND, SCHOOL TORN DOWN. USPS JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0828 ***********************************************************************
 RM0828  DESIGNATION -  HAYWARD LOT
 RM0828  PID         -  RM0828
 RM0828  STATE/COUNTY-  WI/SAWYER
 RM0828  USGS QUAD   -  HAYWARD (1979)
 RM0828
 RM0828                         *CURRENT SURVEY CONTROL
 RM0828  ___________________________________________________________________
 RM0828* NAD 83(1991)-  46 00 09.22071(N)    091 24 32.78627(W)     ADJUSTED  
 RM0828* NAVD 88     -       455.70   (+/-2cm)    1495.1    (feet)  VERTCON   
 RM0828  ___________________________________________________________________
 RM0828  LAPLACE CORR-          -4.54  (seconds)                    DEFLEC99
 RM0828  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 RM0828
 RM0828  HORZ ORDER  -  SECOND
 RM0828  VERT ORDER  -  THIRD ? (See Below)
 RM0828
 RM0828.The horizontal coordinates were established by classical geodetic methods
 RM0828.and adjusted by the National Geodetic Survey in March 1999..
 RM0828
 RM0828.The NAVD 88 height was computed by applying the VERTCON shift value to
 RM0828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RM0828.The vertical order pertains to the NGVD 29 superseded value.
 RM0828
 RM0828.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0828
 RM0828.The geoid height was determined by GEOID03.
 RM0828
 RM0828;                    North         East     Units Scale Factor Converg.
 RM0828;SPC WI N     -    93,872.658   490,862.176   MT  0.99994948   -1 00 59.4
 RM0828;SPC WI N     -   307,980.55  1,610,436.99   sFT  0.99994948   -1 00 59.4
 RM0828;UTM  15      - 5,095,562.446   623,180.288   MT  0.99978653   +1 08 40.5
 RM0828
 RM0828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0828!SPC WI N     -   0.99993311  x   0.99994948  =   0.99988259
 RM0828!UTM  15      -   0.99993311  x   0.99978653  =   0.99971965
 RM0828
 RM0828                          SUPERSEDED SURVEY CONTROL
 RM0828
 RM0828  NAD 83(1991)-  46 00 09.21932(N)    091 24 32.78649(W) AD(       ) 2
 RM0828  NAD 83(1986)-  46 00 09.21466(N)    091 24 32.78218(W) AD(       ) 2
 RM0828  NAD 27      -  46 00 09.38000(N)    091 24 32.15900(W) AD(       ) 2
 RM0828  NGVD 29 (07/19/86)  455.72   (m)         1495.1    (f) LEVELING    3  
 RM0828
 RM0828.Superseded values are not recommended for survey control.
 RM0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0828.See file dsdata.txt to determine how the superseded data were derived.
 RM0828
 RM0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL2318095562(NAD 83)
 RM0828_MARKER: DB = BENCH MARK DISK
 RM0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0828_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RM0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0828+STABILITY: SURFACE MOTION
 RM0828
 RM0828  HISTORY     - Date     Condition        Report By
 RM0828  HISTORY     - 1934     MONUMENTED       USGS
 RM0828  HISTORY     - 1939     GOOD             CGS
 RM0828
 RM0828                          STATION DESCRIPTION
 RM0828
 RM0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 RM0828'STATION IS 5.523 METERS (18.12 FEET) EAST-SOUTHEAST OF HAYWARD.
 RM0828'IT IS A STANDARD U.S. GEOLOGICAL SURVEY
 RM0828'BENCH MARK DISK SET IN A 6- BY 6-INCH SQUARE CONCRETE POST
 RM0828'WHICH PROJECTS 2 INCHES ABOVE THE GROUND AND IS STAMPED HAYWARD
 RM0828'TOWER 1934.  THE MARK IS SET AT THE APPROXIMATE CENTER OF THE
 RM0828'BASE OF THE WISCONSIN STATE LOOKOUT TOWER HAYWARD.  THE
 RM0828'LOOKOUT TOWER IS A STEEL STRUCTURE APPROXIMATELY 70 FEET HIGH
 RM0828'WITH A GLASS-ENCLOSED OBSERVATION PLATFORM ON TOP.
 RM0828'
 RM0828'LOCATED BY DIRECTION AND DISTANCE FROM TRIANGULATION STATION
 RM0828'HAYWARD 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0824 ***********************************************************************
 RM0824  DESIGNATION -  HAYWARD MUNICIPAL TANK
 RM0824  PID         -  RM0824
 RM0824  STATE/COUNTY-  WI/SAWYER
 RM0824  USGS QUAD   -  HAYWARD (1979)
 RM0824
 RM0824                         *CURRENT SURVEY CONTROL
 RM0824  ___________________________________________________________________
 RM0824* NAD 83(1991)-  46 00 34.90601(N)    091 28 51.83055(W)     ADJUSTED  
 RM0824* NAVD 88     -                                                        
 RM0824  ___________________________________________________________________
 RM0824  LAPLACE CORR-          -7.50  (seconds)                    DEFLEC99
 RM0824  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 RM0824
 RM0824  HORZ ORDER  -  THIRD
 RM0824
 RM0824.The horizontal coordinates were established by classical geodetic methods
 RM0824.and adjusted by the National Geodetic Survey in March 1999..
 RM0824
 RM0824
 RM0824.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0824
 RM0824.The geoid height was determined by GEOID03.
 RM0824
 RM0824;                    North         East     Units Scale Factor Converg.
 RM0824;SPC WI N     -    94,766.922   485,304.417   MT  0.99994914   -1 04 06.2
 RM0824;SPC WI N     -   310,914.48  1,592,202.91   sFT  0.99994914   -1 04 06.2
 RM0824;UTM  15      - 5,096,246.367   617,593.715   MT  0.99977000   +1 05 34.6
 RM0824
 RM0824                          SUPERSEDED SURVEY CONTROL
 RM0824
 RM0824  NAD 83(1991)-  46 00 34.90515(N)    091 28 51.83056(W) AD(       ) 4
 RM0824  NAD 83(1986)-  46 00 34.89940(N)    091 28 51.82605(W) AD(       ) 4
 RM0824  NAD 27      -  46 00 35.07100(N)    091 28 51.19900(W) AD(       ) 3
 RM0824
 RM0824.Superseded values are not recommended for survey control.
 RM0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0824.See file dsdata.txt to determine how the superseded data were derived.
 RM0824
 RM0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1759496246(NAD 83)
 RM0824_MARKER: 53 = ELEVATED TANK
 RM0824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0824+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2004
 RM0824
 RM0824  HISTORY     - Date     Condition        Report By
 RM0824  HISTORY     - 1934     FIRST OBSERVED   CGS
 RM0824  HISTORY     - 1952     GOOD             CGS
 RM0824  HISTORY     - 20040509 GOOD             USPSQD
 RM0824
 RM0824                          STATION DESCRIPTION
 RM0824
 RM0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 RM0824'THIS STATION IS THE CENTER OF THE HAYWARD MUNICIPAL WATER TANK.
 RM0824'THE TANK IS OF SILVER COLOR, IS 120 FEET HIGH, IS SUPPORTED BY
 RM0824'FOUR LEGS, IS 15 FEET IN DIAMETER, HAS WOODEN FEED PIPE HOUSING
 RM0824'PAINTED SILVER, AND WAS ERECTED IN 1916.
 RM0824'
 RM0824'THE TANK IS IN THE SOUTH PART OF TOWN, 0.2 MILE SOUTH OF THE
 RM0824'CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY TRACKS, 0.25
 RM0824'MILE SOUTH OF THE JUNCTION OF U.S. HIGHWAY 63 AND WISCONSIN
 RM0824'ROUTE 27, 25 YARDS NORTH OF THE NORTH END OF THE BRIDGE ACROSS
 RM0824'THE NAMAKAGON RIVER, AND 60 FEET EAST OF THE CENTERLINE OF
 RM0824'WISCONSIN ROUTE 27.  THE NORTHWEST LEG IS 18 FEET SOUTH OF THE
 RM0824'SOUTH SIDE OF SMALL, BRICK PUMP HOUSE BUILDING.
 RM0824
 RM0824                          STATION RECOVERY (1952)
 RM0824
 RM0824'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LFW)
 RM0824'THIS IS A COMPLETE NEW DESCRIPTION.
 RM0824'
 RM0824'THE TANK IS LOCATED IN THE SOUTHEAST EDGE OF HAYWARD, 0.3 MILES
 RM0824'SOUTH OF THE JUNCTION OF U.S. HIGHWAY 63 AND STATE HIGHWAY 27,
 RM0824'0.2 MILE NORTH OF THE JUNCTION OF STATE HIGHWAY 27 AND COUNTY
 RM0824'ROAD B AND ON THE NORTH BANK OF THE NAMEKAGON RIVER.  IT IS 300
 RM0824'FEET EAST OF THE CENTERLINE OF HIGHWAY 27.
 RM0824'
 RM0824'THE TANK IS A 120 FOOT LADDER TYPE STEEL STRUCTURE SUPPORTED
 RM0824'BY FOUR LEGS, ERECTED IN 1916, PAINTED SILVER WITH LETTERS
 RM0824'HAYWARD PAINTED IN BLACK.  THE CAPACITY IS 100,000 GALLONS.
 RM0824'
 RM0824'THERE IS A RED LIGHT ATOP THE TANK.
 RM0824
 RM0824                          STATION RECOVERY (2004)
 RM0824
 RM0824'RECOVERY NOTE BY US POWER SQUADRON 2004
 RM0824'RECOVERED IN GOOD CONDITION AS DESCRIBED. USPS JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0826 ***********************************************************************
 RM0826  DESIGNATION -  HAYWARD NORTHEAST BASE
 RM0826  PID         -  RM0826
 RM0826  STATE/COUNTY-  WI/SAWYER
 RM0826  USGS QUAD   -  HAYWARD (1979)
 RM0826
 RM0826                         *CURRENT SURVEY CONTROL
 RM0826  ___________________________________________________________________
 RM0826* NAD 83(1991)-  46 02 09.09933(N)    091 26 46.59089(W)     ADJUSTED  
 RM0826* NAVD 88     -       369.     (meters)    1211.     (feet)  SCALED    
 RM0826  ___________________________________________________________________
 RM0826  LAPLACE CORR-          -7.83  (seconds)                    DEFLEC99
 RM0826  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 RM0826
 RM0826  HORZ ORDER  -  FIRST
 RM0826
 RM0826.The horizontal coordinates were established by classical geodetic methods
 RM0826.and adjusted by the National Geodetic Survey in March 1999..
 RM0826
 RM0826.The orthometric height was scaled from a topographic map.
 RM0826
 RM0826.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0826
 RM0826.The geoid height was determined by GEOID03.
 RM0826
 RM0826;                    North         East     Units Scale Factor Converg.
 RM0826;SPC WI N     -    97,624.909   488,051.157   MT  0.99994798   -1 02 35.9
 RM0826;SPC WI N     -   320,291.06  1,601,214.50   sFT  0.99994798   -1 02 35.9
 RM0826;UTM  15      - 5,099,205.402   620,230.245   MT  0.99977770   +1 07 06.5
 RM0826
 RM0826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0826!SPC WI N     -   0.99994667  x   0.99994798  =   0.99989465
 RM0826!UTM  15      -   0.99994667  x   0.99977770  =   0.99972438
 RM0826
 RM0826|---------------------------------------------------------------------|
 RM0826| PID    Reference Object                     Distance      Geod. Az  |
 RM0826|                                                           dddmmss.s |
 RM0826| CJ2620 HAYWARD NORTHEAST BASE RM 1          37.521 METERS 01102     |
 RM0826| CJ2619 HAYWARD NORTHEAST BASE AZ MK                       0313519.5 |
 RM0826| RM0824 HAYWARD MUNICIPAL TANK              APPROX. 4.0 KM 2224910.5 |
 RM0826| CJ2621 HAYWARD NORTHEAST BASE RM 2          45.010 METERS 25816     |
 RM0826|---------------------------------------------------------------------|
 RM0826
 RM0826                          SUPERSEDED SURVEY CONTROL
 RM0826
 RM0826  NAD 83(1991)-  46 02 09.09797(N)    091 26 46.59123(W) AD(       ) 1
 RM0826  NAD 83(1986)-  46 02 09.09326(N)    091 26 46.58693(W) AD(       ) 1
 RM0826  NAD 27      -  46 02 09.26400(N)    091 26 45.95200(W) AD(       ) 1
 RM0826
 RM0826.Superseded values are not recommended for survey control.
 RM0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0826.See file dsdata.txt to determine how the superseded data were derived.
 RM0826
 RM0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL2023099205(NAD 83)
 RM0826_MARKER: DS = TRIANGULATION STATION DISK
 RM0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0826
 RM0826  HISTORY     - Date     Condition        Report By
 RM0826  HISTORY     - 1934     MONUMENTED       CGS
 RM0826  HISTORY     - 1934     GOOD             CGS
 RM0826  HISTORY     - 1939     GOOD             CGS
 RM0826  HISTORY     - 1952     GOOD             CGS
 RM0826  HISTORY     - 1970     SEE DESCRIPTION  USGS
 RM0826  HISTORY     - 1971     SEE DESCRIPTION  NGS
 RM0826  HISTORY     - 20041201 MARK NOT FOUND   WIDT
 RM0826
 RM0826                          STATION DESCRIPTION
 RM0826
 RM0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 RM0826'ABOUT 2-1/4 MILES NORTHEAST OF HAYWARD, IN THE SOUTHWEST QUARTER
 RM0826'OF SEC. 13, T. 41 N., R. 9 W., ON THE RIGHT-OF-WAY OF THE
 RM0826'CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA RAILROAD.  THE STATION
 RM0826'MARK IS 22.7 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 125 FEET
 RM0826'SOUTHEAST OF CENTER LINE OF STATE HIGHWAY 24 (U.S. HIGHWAY 63),
 RM0826'25 FEET NORTHWEST OF SOUTHEAST RIGHT-OF-WAY FENCE LINE, 72 FEET
 RM0826'NORTHEAST OF TELEGRAPH POLE NO. 105/25, 8 FEET NORTHWEST OF
 RM0826'TELEGRAPH LINE, 150 YARDS SOUTH OF A HOUSE, AND 50 YARDS EAST
 RM0826'OF JUNCTION OF STATE HIGHWAY 24 (U.S. HIGHWAY 63), WITH GRAVEL
 RM0826'ROAD LEADING NORTH.  STATION MARK PROJECTS 8 INCHES.
 RM0826'
 RM0826'TO REACH FROM HAYWARD, GO NORTHEAST ON STATE HIGHWAY 24 (U.S.
 RM0826'HIGHWAY 63), FROM HOTEL, AT FOOT OF MAIN STREET, FOR 2.35 MILES.
 RM0826'
 RM0826'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RM0826'BRONZE DISKS SET IN CONCRETE.
 RM0826'
 RM0826'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION, 1 FOOT
 RM0826'SOUTH OF FENCE LINE, 30 FEET SOUTHEAST OF THE CENTER LINE OF
 RM0826'STATE HIGHWAY 24 (U.S. HIGHWAY 63), 46.5 FEET NORTH-NORTHWEST
 RM0826'OF NORTHWEST RAIL AND PROJECTS 8 INCHES.
 RM0826'
 RM0826'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF THE STATION, 225.70
 RM0826'FEET FROM REFERENCE MARK NO. 1, 1 FOOT SOUTH OF FENCE LINE,
 RM0826'30 FEET SOUTHEAST OF CENTER LINE OF THE STATE HIGHWAY 24 (U.S.
 RM0826'HIGHWAY 63), 46 FEET NORTHWEST OF NORTHWEST RAIL AND PROJECTS 6
 RM0826'INCHES.
 RM0826'
 RM0826'AZIMUTH MARK IS NORTHEAST OF THE STATION, 1 FOOT WEST OF FENCE
 RM0826'LINE, 30 FEET SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 24
 RM0826'(U.S. HIGHWAY 63), 50 YARDS NORTHEAST OF A CURVE IN THE ROAD
 RM0826'AND PROJECTS 10 INCHES.
 RM0826'
 RM0826'A 74-FOOT SIGNAL AT HAYWARD COMES INTO VIEW AT 48 FEET.  47-FOOT
 RM0826'SIGNALS AT POPPLE AND HAYWARD SOUTHWEST BASE COME INTO VIEW AT
 RM0826'12 FEET.
 RM0826
 RM0826                          STATION RECOVERY (1934)
 RM0826
 RM0826'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (HEB)
 RM0826'STATION MARKS RECOVERED AS FOLLOWS--SURFACE MARK IS A CONCRETE
 RM0826'POST, ABOUT 12 INCHES SQUARE, WITH BRONZE DISK SET IN TOP,
 RM0826'PROJECTING ABOUT 3 INCHES AND STAMPED HAYWARD NORTHEAST BASE
 RM0826'1934.  IT IS 27.66 FEET SOUTHEAST OF THE NORTHWEST RAIL, AND
 RM0826'106 FEET SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 24 (U.S.
 RM0826'HIGHWAY 63).
 RM0826'
 RM0826'REFERENCE MARK NO. 1 IS A CONCRETE POST, ABOUT 12 INCHES SQUARE,
 RM0826'LOCATED AS DESCRIBED, PROJECTING ABOUT 8 INCHES AND STAMPED
 RM0826'HAYWARD NORTHEAST BASE NO 1 1934.
 RM0826'
 RM0826'REFERENCE MARK NO. 2 IS A CONCRETE POST, ABOUT 12 INCHES SQUARE
 RM0826'PROJECTING ABOUT 6 INCHES AND STAMPED HAYWARD NORTHEAST BASE
 RM0826'NO 2 1934.  IT IS 33.0 FEET SOUTHEAST OF CENTER LINE OF STATE
 RM0826'HIGHWAY 24 (U.S. HIGHWAY 63), 100 FEET WEST BY NORTH OF TELEGRAPH
 RM0826'POLE NO. 105/25, AND 46.6 FEET NORTHWEST OF THE NORTHWEST RAIL.
 RM0826'
 RM0826'AZIMUTH MARK IS A SQUARE CONCRETE POST, PROJECTING ABOUT 10
 RM0826'INCHES AND STAMPED HAYWARD NORTHEAST BASE AZIMUTH 1934.  MARK
 RM0826'IS 69 FEET SOUTH OF POST NO. 1046.
 RM0826
 RM0826                          STATION RECOVERY (1939)
 RM0826
 RM0826'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 RM0826'THE STATION, REFERENCE, AND AZIMUTH MARKS WERE RECOVERED IN GOOD
 RM0826'CONDITION.  STATION MARK IS 107 FEET SOUTHEAST OF THE CENTER LINE
 RM0826'OF OILED U.S. HIGHWAY 63, 73 FEET NORTHEAST OF TELEGRAPH POLE
 RM0826'NO. 105/25, 150 YARDS SOUTH OF AN OLD HOUSE, AND 50 YARDS EAST
 RM0826'OF THE JUNCTION OF U.S. HIGHWAY 63 AND A GRAVEL ROAD LEADING
 RM0826'NORTH.  THE MARK PROJECTS 4 INCHES ABOVE THE GROUND, AND IS
 RM0826'STAMPED HAYWARD NORTHEAST BASE 1934.
 RM0826'
 RM0826'TO REACH FROM THE HOTEL AT THE JUNCTION OF U.S. HIGHWAY 63
 RM0826'AND THE MAIN STREET IN HAYWARD, DRIVE NORTHEAST ON U.S. HIGHWAY
 RM0826'63 FOR 2.3 MILES TO THE STATION ON THE SOUTH SIDE OF THE
 RM0826'RAILROAD TRACK AND 0.4 MILE SOUTHWEST OF TURKS INN.
 RM0826'
 RM0826'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE
 RM0826'STATION, 33 FEET SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY
 RM0826'63, 46.5 FEET NORTHWEST OF THE NORTHWEST RAIL, IS STAMPED HAYWARD
 RM0826'NORTHEAST BASE NO 1 1934 AND PROJECTS 8 INCHES ABOVE GROUND.
 RM0826'
 RM0826'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF THE STATION,
 RM0826'ONE FOOT SOUTH OF THE FENCE LINE, 33 FEET SOUTHEAST OF THE
 RM0826'CENTER LINE OF U.S. OILED HIGHWAY 63, 46 FEET NORTHWEST OF THE
 RM0826'NORTHWEST RAIL, IS STAMPED HAYWARD NORTHEAST BASE NO 2 1934 AND
 RM0826'PROJECTS 6 INCHES ABOVE GROUND.
 RM0826'
 RM0826'AZIMUTH MARK IS NORTHEAST OF THE STATION, AT THE
 RM0826'SOUTH END OF A ROCK BORDERED FLOWER GARDEN IN THE Y FORMED BY
 RM0826'U.S. HIGHWAY 63 TO THE LEFT, AND THE ROAD LEADING TO TURKS INN
 RM0826'TO THE RIGHT.  IT IS 28 FEET EAST OF THE CENTER LINE OF U.S.
 RM0826'HIGHWAY 63, 50 YARDS SOUTHWEST OF TURKS INN, PROJECTS 18 INCHES
 RM0826'ABOVE THE GROUND, AND IS STAMPED HAYWARD NORTHEAST BASE AZIMUTH
 RM0826'1934.
 RM0826'
 RM0826'ALL MARKS ARE WITNESSED BY 4- BY 4-INCH WHITE WOODEN POSTS
 RM0826'WHICH PROJECT 2-1/2 FEET ABOVE THE GROUND.  WISCONSIN HIGHWAY
 RM0826'24 MENTIONED IN THE ORIGINAL DESCRIPTION IS NOW CHANGED TO U.S.
 RM0826'HIGHWAY 63, AND IS NOW AN OILED HIGHWAY.  DISTANCES TO THE CENTER
 RM0826'OF THIS ROAD DID NOT CHECK.
 RM0826'
 RM0826'A 50-FOOT TOWER IS NEEDED TO SEE A 74-FOOT LIGHT AT HAYWARD
 RM0826'1934, A 74-FOOT LIGHT AT SEELEY IS VISIBLE FROM THE GROUND, A
 RM0826'74-FOOT SIGNAL AT HAYWARD COMES INTO VIEW AT 48 FEET, 47-FOOT
 RM0826'SIGNALS AT POPPLE AND HAYWARD SOUTHWEST BASE COME INTO VIEW AT
 RM0826'12 FEET.
 RM0826
 RM0826                          STATION RECOVERY (1952)
 RM0826
 RM0826'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 RM0826'STATION MARK RECOVERED AS DESCRIBED AND FOUND THAT A LITTLE OVER
 RM0826'HALF OF THE STATION DISK HAS BEEN CUT OFF, WITH ONLY PART OF THE
 RM0826'TRIANGLE VISIBLE.  THE REFERENCE MARKS WERE RECOVERED AS DESRIBED
 RM0826'AND FOUND TO BE IN GOOD CONDITION, THE RIGHT-OF-WAY FENCE LINES
 RM0826'MENTIONED HAVE BEEN REMOVED.  THE AZIMUTH MARK RECOVERED AS
 RM0826'DESCRIBED AND IS IN GOOD CONDITION, EXCEPT THAT DIRT HAS BEEN
 RM0826'HAULED AWAY FROM AROUND THE MARK AND IT NOW PROJECTS ABOUT
 RM0826'18-INCHES ABOVE GROUND.  THE DESCRIPTION TO REACH THE STATION
 RM0826'IS GOOD, AND THERE IS A ROAD CROSSING THE RAILROAD AT THE
 RM0826'STATION NOW, THE MARK IS ABOUT 12 FEET NORTH OF THE CENTER OF
 RM0826'THE ROAD.  THE STATION IS IN THE NORTHWEST QUARTER OF SECTION
 RM0826'13 INSTEAD OF THE SOUTHWEST QUARTER.
 RM0826
 RM0826                          STATION RECOVERY (1970)
 RM0826
 RM0826'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 RM0826'DESTROYED--SURFACE MARK IS DESTROYED.  UNDERGROUND MK WAS NOT
 RM0826'RECOVERED.  R.M. 1 AND 2 ARE OK.  HAYWARD R.M. 1, ABOUT 2.0 MI.
 RM0826'N AND 2.0 E OF IN NW 1/2 SEC. 13T41N.,R.9W.  31 FT SE AND 269
 RM0826'FT NE OF JCT. OF U.S. HWY 63 AT A PRIVATE DRIVE SE.  IN TOP OF A
 RM0826'CONC. POST A STANDARD TABLET STAMPED R.M. 1 1934 HAYWARD NE
 RM0826'BASE, PROJECTING ABOUT 3 IN. ABOVE GROUND.  HAYWARD NO 2, ABOUT
 RM0826'2.0 MI N AND 2.0 MI E OF.  IN NW 1/4 SEC. 13, T.41N.,R.9W.
 RM0826'ABOUT 2.0 MI NE ALONG U.S. HWY 63 FROM HAYWARD.  31 T. SE., 42
 RM0826'T. NE. AND 015 FT HIGHER THAN HWY AT PRIVATE DRIVE SE.  IN
 RM0826'TOP OF CONC. POST, A TABLET STAMPED R.M. NO. 2 1934 HAYWARD
 RM0826'NE.  BASE. PROJECTING ABOUT 3 IN ABOVE GROUND.
 RM0826'
 RM0826'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--HAYWARD ABOUT
 RM0826'2-1/4 MI NE ALONG CHICAGO AND NORTHWESTERN RR
 RM0826
 RM0826                          STATION RECOVERY (1971)
 RM0826
 RM0826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 RM0826'THE UNDERGROUND STATION MARK AND REFERENCE MARK 2 WERE FOUND IN
 RM0826'GOOD CONDITION.  THE SURFACE STATION MARK WAS FOUND UPROOTED AND A
 RM0826'NEW SURFACE MARK WAS SET.  REFERENCE MARK 1 WAS FOUND TO HAVE
 RM0826'BEEN HIT AND LEANING SLIGHTLY BUT SOLID AND LEFT INTACT.  THE
 RM0826'AZIMUTH MARK WAS FOUND PARTIALLY EXPOSED BUT SOLID AND LEFT
 RM0826'INTACT EVEN THOUGH IT IS OBSTRUCTED TO THE STATION BY TREES.
 RM0826'THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE LONGER BY .09
 RM0826'OF A FOOT AND TO REFERENCE MARK 2 BY 0.12 OF A FOOT.  THE
 RM0826'DIRECTION BETWEEN THE MARKS FAILED TO CHECK BY 7 MINUTES AND 53
 RM0826'SECONDS AND THIS IS THOUGHT TO BE CAUSED BY REFERENCE MARK 1
 RM0826'BEING DISTURBED.  A NEW DESCRIPTION FOLLOWS--
 RM0826'
 RM0826'THE STATION MARK IS 1 FOOT SOUTH OF A METAL WITNESS POST, 106
 RM0826'FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 63, 22 FEET SOUTH
 RM0826'OF THE SOUTH RAIL OF RAILROAD, 20 FEET NORTH OF THE CENTERLINE
 RM0826'OF DRIVEWAY TO OLD HOUSE AND 36 FEET NORTHEAST OF A 40 INCH
 RM0826'PINE TREE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 RM0826'STAMPED HAYWARD NORTHEAST BASE 1934 1971.
 RM0826'
 RM0826'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 27 AND
 RM0826'77 AND U.S. HIGHWAY 63 IN HAYWARD, GO NORTHEAST ON HIGHWAY 63
 RM0826'FOR 2.35 MILES TO THE STATION ON THE RIGHT.  CONTINUE EASTERLY
 RM0826'ON THE HIGHWAY FOR 0.45 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 RM0826'
 RM0826'REFERENCE MARK 1 IS 32 FEET SOUTH OF THE CENTERLINE OF THE
 RM0826'HIGHWAY, AND 46 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD.
 RM0826'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED HAYWARD
 RM0826'NORTHEAST BASE NO 1 1934.
 RM0826'
 RM0826'REFERENCE MARK 2 IS 33 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 RM0826'47 FEET EAST OF THE CENTERLINE OF A ROAD SOUTH AND 47 FEET NORTH
 RM0826'OF THE NORTH RAIL OF THE RAILROAD.  THE MONUMENT PROJECTS 4 INCHES
 RM0826'AND THE DISK IS STAMPED HAYWARD NORTHEAST BASE NO 2 1934.
 RM0826'
 RM0826'THE AZIMUTH MARK IS 30 FEET SOUTHEAST OF THE CENTERLINE OF THE
 RM0826'HIGHWAY, 7 FEET WEST OF A 12 INCH PINE TREE AND 27 FEET NORTHWEST
 RM0826'OF THE CENTERLINE OF PAVED DRIVE TO TURKS INN.  THE MONUMENT
 RM0826'PROJECTS 16 INCHES AND THE DISK IS STAMPED HAYWARD NORTHEAST
 RM0826'BASE AZIMUTH 1934.
 RM0826'
 RM0826'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 RM0826'
 RM0826'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES
 RM0826'NORTHEAST OF HAYWARD
 RM0826
 RM0826                          STATION RECOVERY (2004)
 RM0826
 RM0826'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 RM0826'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0883 ***********************************************************************
 RM0883  DESIGNATION -  HAYWARD RESET
 RM0883  PID         -  RM0883
 RM0883  STATE/COUNTY-  WI/SAWYER
 RM0883  USGS QUAD   -  HAYWARD (1979)
 RM0883
 RM0883                         *CURRENT SURVEY CONTROL
 RM0883  ___________________________________________________________________
 RM0883* NAD 83(1991)-  46 00 09.28112(N)    091 24 33.02792(W)     ADJUSTED  
 RM0883* NAVD 88     -       455.18   (+/-2cm)    1493.4    (feet)  VERTCON   
 RM0883  ___________________________________________________________________
 RM0883  LAPLACE CORR-          -4.54  (seconds)                    DEFLEC99
 RM0883  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 RM0883
 RM0883  HORZ ORDER  -  FIRST
 RM0883  VERT ORDER  -  THIRD ? (See Below)
 RM0883
 RM0883.The horizontal coordinates were established by classical geodetic methods
 RM0883.and adjusted by the National Geodetic Survey in March 1999..
 RM0883
 RM0883.The NAVD 88 height was computed by applying the VERTCON shift value to
 RM0883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RM0883.The vertical order pertains to the NGVD 29 superseded value.
 RM0883
 RM0883.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0883
 RM0883.The geoid height was determined by GEOID03.
 RM0883
 RM0883;                    North         East     Units Scale Factor Converg.
 RM0883;SPC WI N     -    93,874.615   490,857.010   MT  0.99994948   -1 00 59.5
 RM0883;SPC WI N     -   307,986.97  1,610,420.04   sFT  0.99994948   -1 00 59.5
 RM0883;UTM  15      - 5,095,564.206   623,175.053   MT  0.99978652   +1 08 40.3
 RM0883
 RM0883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0883!SPC WI N     -   0.99993319  x   0.99994948  =   0.99988267
 RM0883!UTM  15      -   0.99993319  x   0.99978652  =   0.99971972
 RM0883
 RM0883|---------------------------------------------------------------------|
 RM0883| PID    Reference Object                     Distance      Geod. Az  |
 RM0883|                                                           dddmmss.s |
 RM0883| CJ2617 HAYWARD RM 1                         15.122 METERS 05903     |
 RM0883| RM0828 HAYWARD LOT                           5.524 METERS 10944     |
 RM0883| RM0827 HAYWARD TOWER                         9.794 METERS 12951     |
 RM0883| CJ2618 HAYWARD RM 2                         23.430 METERS 16200     |
 RM0883| CJ2616 HAYWARD AZ MK RESET                                2643005.8 |
 RM0883| RM0824 HAYWARD MUNICIPAL TANK              APPROX. 5.6 KM 2780646.2 |
 RM0883| CJ2615 HAYWARD AZ MK                                      2815002.3 |
 RM0883| RM0825 STATE POL RAD STA KSB 431 MAST      APPROX. 1.3 KM 3352836.3 |
 RM0883|---------------------------------------------------------------------|
 RM0883
 RM0883                          SUPERSEDED SURVEY CONTROL
 RM0883
 RM0883  NAD 83(1991)-  46 00 09.27973(N)    091 24 33.02814(W) AD(       ) 1
 RM0883  NAD 83(1986)-  46 00 09.27507(N)    091 24 33.02383(W) AD(       ) 1
 RM0883  NAD 27      -  46 00 09.44000(N)    091 24 32.40100(W) AD(       ) 1
 RM0883  NGVD 29 (07/19/86)  455.20   (m)         1493.4    (f) LEVELING    3  
 RM0883
 RM0883.Superseded values are not recommended for survey control.
 RM0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0883.See file dsdata.txt to determine how the superseded data were derived.
 RM0883
 RM0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL2317595564(NAD 83)
 RM0883_MARKER: DS = TRIANGULATION STATION DISK
 RM0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0883
 RM0883  HISTORY     - Date     Condition        Report By
 RM0883  HISTORY     - 1934     MONUMENTED       CGS
 RM0883  HISTORY     - 1939     GOOD             CGS
 RM0883  HISTORY     - 1952     GOOD             CGS
 RM0883  HISTORY     - 1976     GOOD             LOCENG
 RM0883  HISTORY     - 20040509 MARK NOT FOUND   USPSQD
 RM0883
 RM0883                          STATION DESCRIPTION
 RM0883
 RM0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 RM0883'THIS STATION IS ABOUT 4 MILES EAST OF HAYWARD, ON THE SUMMIT
 RM0883'OF A HILL LEASED BY THE STATE FOR THE HAYWARD LOOKOUT TOWER,
 RM0883'IN THE SOUTHEAST QUARTER OF SEC. 30, T. 41 N., R. 8 W.  THE
 RM0883'MARK IS 17 FEET NORTH-NORTHWEST OF THE WEST LEG OF THE LOOKOUT
 RM0883'TOWER, 9 FEET WEST-NORTHWEST OF THE NORTH LEG OF THE LOOKOUT
 RM0883'TOWER, AND PROJECTS 2 INCHES.
 RM0883'
 RM0883'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 40.65 FEET
 RM0883'EAST-NORTHEAST OF THE CENTER OF THE LOOKOUT TOWER AND THE
 RM0883'U.S.G.S. BENCH MARK, 100.28 FEET NORTHEAST OF REFERENCE
 RM0883'MARK NO. 2, AND PROJECTS 4 INCHES.
 RM0883'
 RM0883'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION, AND PROJECTS
 RM0883'5 INCHES.
 RM0883'
 RM0883'THE AZIMUTH MARK IS NORTHWEST OF THE STATION, 0.15 MILE
 RM0883'WEST OF THE TRAIL LEADING TO THE LOOKOUT TOWER, 24 FEET NORTH
 RM0883'OF THE CENTERLINE OF COUNTY ROUTE B, 3 FEET EAST OF A TELEPHONE
 RM0883'POLE, AND PROJECTS 3 INCHES.
 RM0883'
 RM0883'THE U.S.G.S. BENCH MARK IS SOUTHEAST OF THE STATION, AND IS
 RM0883'CENTERED UNDER THE LOOKOUT TOWER.  IT IS A STANDARD BRONZE
 RM0883'BENCH MARK DISK, SET IN THE CENTER OF THE TOP OF A 6-INCH
 RM0883'SQUARE CONCRETE POST EMBEDDED IN THE GROUND AND PROJECTING
 RM0883'1 INCH.
 RM0883'
 RM0883'THE HAYWARD LOOKOUT TOWER IS A SQUARE, SKELETON, STEEL TOWER,
 RM0883'70 FEET HIGH, WITH AN ENCLOSED LOOKOUT PLATFORM ON THE TOP.
 RM0883'THE LEGS ARE EMBEDDED IN CONCRETE AT THE BASE.
 RM0883'
 RM0883'TO REACH FROM HAYWARD (INTERSECTION OF WISCONSIN ROUTES 24
 RM0883'AND 27) GO SOUTHEAST ON WISCONSIN ROUTE 27 FOR 0.3 MILE,
 RM0883'ACROSS THE NAMAKAGON RIVER BRIDGE, FORK LEFT ON COUNTY ROUTE
 RM0883'B, AND FOLLOW IT 3.8 MILES TO THE TRAIL TO THE RIGHT LEADING
 RM0883'TO THE LOOKOUT TOWER.  TRUCK CAN BE DRIVEN UP THE TRAIL TO
 RM0883'THE STATION.
 RM0883'
 RM0883'LIGHTS 74 FEET ABOVE MULLALY, LONG AND HAYWARD NORTHEAST
 RM0883'BASE, 87 FEET ABOVE SUGAR, AND 47 FEET ABOVE POPPLE AND HAYWARD
 RM0883'SOUTHWEST BASE ARE VISIBLE FROM THE GROUND AT THIS STATION,
 RM0883'WITH SOME CLEARING.
 RM0883'
 RM0883'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE SET
 RM0883'IN CONCRETE.
 RM0883'
 RM0883'HEIGHT OF LIGHT ABOVE STATION MARK - 74 FEET.
 RM0883
 RM0883                          STATION RECOVERY (1939)
 RM0883
 RM0883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 RM0883'THE STATION MARK, REFERENCE MARKS NOS. 1 AND 2, AZIMUTH MARK
 RM0883'AND HAYWARD TOWER (B.M.-U.S.G.S.) WERE RECOVERED AS DESCRIBED
 RM0883'AND FOUND IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS
 RM0883'WERE CHECKED IN THE FIELD AND THE FOLLOWING VALUES SHOULD
 RM0883'BE ACCEPTED AS CORRECT.
 RM0883'
 RM0883'THE STATION IS LOCATED APPROXIMATELY 4 MILES EAST OF HAYWARD,
 RM0883'ON THE SUMMIT OF A HILL LEASED BY THE STATE OF WISCONSIN FOR
 RM0883'THE HAYWARD LOOKOUT TOWER, IN THE SOUTHEAST QUARTER OF SEC.
 RM0883'30, T. 41 N., R. 8 W., 17 FEET NORTH-NORTHWEST OF THE SOUTHWEST
 RM0883'LEG OF THE LOOKOUT TOWER.  THE MARK PROJECTS
 RM0883'2 INCHES ABOVE THE GROUND AND IS STAMPED HAYWARD 1934.
 RM0883'
 RM0883'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 63 AND
 RM0883'WISCONSIN HIGHWAY 27 IN HAYWARD, GO EAST ON WISCONSIN 27 PAST
 RM0883'THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY FREIGHT
 RM0883'STATION FOR 0.35 MILE TO THE JUNCTION WITH COUNTY ROUTE B
 RM0883'(JUST AFTER CROSSING THE BRIDGE OVER THE NAMAKAGON RIVER),
 RM0883'FOLLOW COUNTY ROUTE B NORTHEAST FOR 1.35 MILES TO THE JUNCTION
 RM0883'WITH COUNTY ROUTE E, TAKE THE LEFT FORK (COUNTY ROUTE B) AND
 RM0883'GO 2.3 MILES, THEN TAKE T-ROAD RIGHT AT THE HAYWARD LOOKOUT
 RM0883'TOWER SIGN AND GO 0.1 MILE TO THE TOP OF THE KNOLL, THE
 RM0883'LOOKOUT TOWER AND THE STATION.
 RM0883'
 RM0883'REFERENCE MARK NO. 1 IS 15.121 METERS (49.61 FEET) NORTHEAST
 RM0883'OF THE STATION, AND 40.65 FEET NORTH OF THE CENTER OF THE
 RM0883'LOOKOUT TOWER.  THE MARK PROJECTS 4 INCHES ABOVE THE
 RM0883'GROUND, AND IS STAMPED HAYWARD NO. 1 1934.
 RM0883'
 RM0883'REFERENCE MARK NO. 2 IS 23.391 METERS (76.74 FEET) SOUTHEAST
 RM0883'OF THE STATION.  THE MARK PROJECTS 5 INCHES ABOVE
 RM0883'THE GROUND, AND IS STAMPED HAYWARD NO. 2 1934.
 RM0883'
 RM0883'THE AZIMUTH MARK IS APPROXIMATELY 0.2 MILE WEST-NORTHWEST
 RM0883'OF THE STATION, 24 FEET NORTH OF THE CENTERLINE OF COUNTY
 RM0883'ROUTE B AND 3 FEET EAST OF A TELEPHONE POLE.  THE MARK
 RM0883'PROJECTS 3 INCHES ABOVE THE GROUND, AND IS STAMPED
 RM0883'HAYWARD AZIMUTH 1934.  TO REACH THE MARK FROM THE STATION
 RM0883'GO NORTH 0.1 MILE TO COUNTY ROUTE B, TURN LEFT (WEST) AND
 RM0883'GO 0.15 MILE TO THE MARK ON THE RIGHT (NORTH) SIDE OF THE
 RM0883'ROAD.  NO OTHER SITE AT A GREATER DISTANCE IS AVAILABLE
 RM0883'FOR AN AZIMUTH MARK.
 RM0883'
 RM0883'ALL MARKS ARE WITNESSED BY 4-INCH SQUARE WHITE WOODEN POSTS
 RM0883'WHICH PROJECT 2-1/2 FEET ABOVE THE GROUND.
 RM0883'
 RM0883'HAYWARD TOWER (U.S.G.S., 1934) IS 5.523 METERS (18.12 FEET)
 RM0883'EAST-SOUTHEAST OF THE STATION, AND IS SET AT THE CENTER OF
 RM0883'THE BASE OF THE HAYWARD LOOKOUT TOWER.  THE MARK IS A STANDARD
 RM0883'U.S. GEOLOGICAL SURVEY DISK SET IN THE TOP OF A 6-INCH SQUARE
 RM0883'CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND, AND
 RM0883'IS STAMPED HAYWARD TOWER 1934.  THE LOOKOUT TOWER WHICH IS
 RM0883'DIRECTLY OVER THIS MARK IS A 4-LEG STEEL TOWER ABOUT 70 FEET
 RM0883'HIGH AND HAS A GLASS ENCLOSED LOOKOUT ROOM ON THE TOP.
 RM0883'
 RM0883'(NOTE--THE 1939 DIRECTION TO REFERENCE MARK NO. 2 DIFFERED
 RM0883'WITH THE 1934 DIRECTION BY 1 FT 05 IN.  FOUR DIRECTIONS WERE
 RM0883'TAKEN TO THIS REFERENCE MARK IN 1939 AND IT IS BELIEVED THE
 RM0883'1934 DIRECTION SHOULD BE 309 DEG 36 MIN 30 SEC.)
 RM0883'
 RM0883'(NOTE--THE FOLLOWING IS COPIED FROM THE 1934 DESCRIPTION.
 RM0883'LIGHTS 74 FEET ABOVE MULLALY, LONG, AND HAYWARD NORTHEAST
 RM0883'BASE, 87 FEET ABOVE SUGAR, AND 47 FEET ABOVE POPPLE AND
 RM0883'HAYWARD SOUTHWEST BASE ARE VISIBLE FROM THE GROUND AT THIS
 RM0883'STATION WITH SOME CLEARING.)
 RM0883'
 RM0883'A 64-FOOT TOWER IS NEEDED TO SEE A 90-FOOT TOWER AT SMOKEY.
 RM0883'
 RM0883'A 64-FOOT TOWER IS NEEDED TO SEE A 64-FOOT TOWER AT SEELEY.
 RM0883
 RM0883                          STATION RECOVERY (1952)
 RM0883
 RM0883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LFW)
 RM0883'THE UNDERGROUND STATION MARK, REFERENCE MARKS NO.
 RM0883'1 AND NO. 2 AND THE U.S.G.S.-BM WERE RECOVERED AND
 RM0883'FOUND IN GOOD CONDITION.  THE SURFACE STATION MARK WAS DESTROYED
 RM0883'AND A NEW SURFACE MARK WAS ESTABLISHED.  A NEW
 RM0883'AZIMUTH MARK WAS ALSO ESTABLISHED DUE TO THE ORIGINAL MARK
 RM0883'NOT BEING FOUND.  A NEW AND COMPLETE DESCRIPTION
 RM0883'FOLLOWS.
 RM0883'
 RM0883'THE STATION IS LOCATED ABOUT 4 MILES EAST OF HAYWARD, ON THE
 RM0883'SUMMIT OF A HILL, AT THE SITE OF THE HAYWARD LOOKOUT TOWER
 RM0883'AND ON LAND LEASED BY THE STATE OF WISCONSIN.
 RM0883'
 RM0883'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 63
 RM0883'AND STATE HIGHWAY 27 IN HAYWARD, GO EAST ON HIGHWAY 27 FOR
 RM0883'0.35 MILE TO JUNCTION WITH COUNTY ROUTE B, TURN LEFT ON ROUTE
 RM0883'B, GO 3.15 MILES TO THE AZIMUTH MARK ON LEFT, AS DESCRIBED
 RM0883'BELOW.  CONTINUE ON ROUTE B, NORTHEAST, FOR 0.65 MILE TO A
 RM0883'SIDE ROAD RIGHT, TURN RIGHT AND FOLLOW TRACK ROAD TO THE TOP
 RM0883'OF HILL AND STATION SITE AT THE HAYWARD LOOKOUT TOWER.
 RM0883'
 RM0883'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RM0883'POST FLUSH WITH THE SURFACE.  IT IS 18.7 FEET NORTHWEST OF THE
 RM0883'NORTHWEST LEG OF THE LOOKOUT TOWER, 10 FEET SOUTHEAST OF A
 RM0883'14 INCH PINE TREE, 7 FEET NORTHEAST OF THE CENTERLINE OF
 RM0883'A ROAD AROUND LOOKOUT TOWER, 7 FEET SOUTH OF A WITNESS POST
 RM0883'AND IT IS STAMPED HAYWARD 1934-1952.
 RM0883'
 RM0883'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RM0883'POST PROJECTING 6 INCHES.  IT IS 38 FEET NORTH OF THE NORTHEAST
 RM0883'LEG OF THE LOOKOUT TOWER AND IS STAMPED HAYWARD NO 1 1934.
 RM0883'
 RM0883'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE
 RM0883'CONCRETE POST PROJECTING 4 INCHES.  IT IS 43.8 FEET SOUTHEAST
 RM0883'OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER, 43 FEET SOUTHWEST
 RM0883'OF THE DOOR OF AN OUTHOUSE.  IT IS STAMPED HAYWARD NO 2 1934.
 RM0883'
 RM0883'HAYWARD TOWER (USGS) IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 RM0883'MARK SET IN A SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT
 RM0883'IS LOCATED IN THE CENTER OF THE BASE OF THE HAYWARD LOOKOUT
 RM0883'TOWER AND IS STAMPED HAYWARD TOWER 1934.
 RM0883'
 RM0883'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RM0883'POST PROJECTING 5 INCHES.  IT IS 35 FEET NORTH OF THE CENTERLINE
 RM0883'OF COUNTY ROUTE B, 2 FEET NORTH OF A WITNESS POST AND IS
 RM0883'STAMPED HAYWARD 1934-1952 RESET.
 RM0883
 RM0883                          STATION RECOVERY (1976)
 RM0883
 RM0883'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (KM)
 RM0883'STATION RECOVERED BY AERO METRIC.
 RM0883'
 RM0883'HAYWARD 1934.  GOOD.
 RM0883
 RM0883                          STATION RECOVERY (2004)
 RM0883
 RM0883'RECOVERY NOTE BY US POWER SQUADRON 2004
 RM0883'MARK NOT FOUND, DNR REPORTS TOWER REMOVED . USPS JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0577 ***********************************************************************
 QN0577  DESIGNATION -  HAYWARD SOUTHWEST BASE
 QN0577  PID         -  QN0577
 QN0577  STATE/COUNTY-  WI/SAWYER
 QN0577  USGS QUAD   -  BEAN LAKE (1971)
 QN0577
 QN0577                         *CURRENT SURVEY CONTROL
 QN0577  ___________________________________________________________________
 QN0577* NAD 83(1991)-  45 59 20.78972(N)    091 31 16.94192(W)     ADJUSTED  
 QN0577* NAVD 88     -       350.     (meters)    1148.     (feet)  SCALED    
 QN0577  ___________________________________________________________________
 QN0577  LAPLACE CORR-          -7.51  (seconds)                    DEFLEC99
 QN0577  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 QN0577
 QN0577  HORZ ORDER  -  FIRST
 QN0577
 QN0577.The horizontal coordinates were established by classical geodetic methods
 QN0577.and adjusted by the National Geodetic Survey in March 1999..
 QN0577
 QN0577.The orthometric height was scaled from a topographic map.
 QN0577
 QN0577.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0577
 QN0577.The geoid height was determined by GEOID03.
 QN0577
 QN0577;                    North         East     Units Scale Factor Converg.
 QN0577;SPC WI N     -    92,538.090   482,139.405   MT  0.99995019   -1 05 50.9
 QN0577;SPC WI N     -   303,602.05  1,581,819.03   sFT  0.99995019   -1 05 50.9
 QN0577;UTM  15      - 5,093,900.197   614,515.572   MT  0.99976121   +1 03 48.8
 QN0577
 QN0577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0577!SPC WI N     -   0.99994965  x   0.99995019  =   0.99989984
 QN0577!UTM  15      -   0.99994965  x   0.99976121  =   0.99971087
 QN0577
 QN0577:                Primary Azimuth Mark                     Grid Az
 QN0577:SPC WI N     -  HAYWARD INDIAN SCHOOL TANK               030 41 57.8
 QN0577:UTM  15      -  HAYWARD INDIAN SCHOOL TANK               028 32 18.1
 QN0577
 QN0577|---------------------------------------------------------------------|
 QN0577| PID    Reference Object                     Distance      Geod. Az  |
 QN0577|                                                           dddmmss.s |
 QN0577| RM0823 HAYWARD INDIAN SCHOOL TANK          APPROX. 6.0 KM 0293606.9 |
 QN0577| RM0824 HAYWARD MUNICIPAL TANK              APPROX. 3.9 KM 0534456.3 |
 QN0577| CJ5070 HAYWARD SW BASE RM 1                 34.104 METERS 09910     |
 QN0577| CJ5071 HAYWARD SW BASE RM 2                 31.846 METERS 17135     |
 QN0577| CJ5069 HAYWARD SW BASE AZ MK                              2321803.4 |
 QN0577|---------------------------------------------------------------------|
 QN0577
 QN0577                          SUPERSEDED SURVEY CONTROL
 QN0577
 QN0577  NAD 83(1991)-  45 59 20.78830(N)    091 31 16.94214(W) AD(       ) 1
 QN0577  NAD 83(1986)-  45 59 20.78353(N)    091 31 16.93784(W) AD(       ) 1
 QN0577  NAD 27      -  45 59 20.96200(N)    091 31 16.30600(W) AD(       ) 1
 QN0577
 QN0577.Superseded values are not recommended for survey control.
 QN0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0577.See file dsdata.txt to determine how the superseded data were derived.
 QN0577
 QN0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1451693900(NAD 83)
 QN0577_MARKER: DS = TRIANGULATION STATION DISK
 QN0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0577_STAMPING: HAYWARD SOUTHWEST BASE 1934
 QN0577_MARK LOGO: CGS   
 QN0577_MAGNETIC: N = NO MAGNETIC MATERIAL
 QN0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0577+STABILITY: SURFACE MOTION
 QN0577
 QN0577  HISTORY     - Date     Condition        Report By
 QN0577  HISTORY     - 1934     MONUMENTED       CGS
 QN0577  HISTORY     - 1934     GOOD             CGS
 QN0577  HISTORY     - 1952     GOOD             CGS
 QN0577  HISTORY     - 19831026 GOOD             NGS
 QN0577  HISTORY     - 20040509 MARK NOT FOUND   USPSQD
 QN0577
 QN0577                          STATION DESCRIPTION
 QN0577
 QN0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QN0577'THE STATION IS ABOUT 2-1/2 MILES SOUTHWEST OF HAYWARD, IN THE
 QN0577'SOUTHWEST QUARTER OF SEC. 32, T. 41 N., R. 9 W., ON THE
 QN0577'RIGHT-OF-WAY OF THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA
 QN0577'RAILWAY, 33.93 FEET (HORIZ.) NORTHWEST OF THE NORTHWEST RAIL,
 QN0577'15 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE LINE, 35 FEET
 QN0577'SOUTHEAST OF THE CENTERLINE OF WISCONSIN ROUTE 24, AND
 QN0577'PROJECTS 6 INCHES.
 QN0577'
 QN0577'TO REACH FROM HAYWARD, GO SOUTHWEST ON WISCONSIN HIGHWAY 24 FOR
 QN0577'2-1/2 MILES TO THE STATION.
 QN0577'
 QN0577'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF THE STATION, 48 FEET
 QN0577'SOUTHEAST OF THE SOUTHEAST RAIL, 1 FOOT NORTHWEST OF THE
 QN0577'RIGHT-OF-WAY FENCE LINE, AND PROJECTS 8 INCHES.
 QN0577'
 QN0577'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION, 48 FEET SOUTHEAST
 QN0577'OF THE SOUTHEAST RAIL, 1 FOOT NORTHWEST OF RIGHT-OF-WAY FENCE
 QN0577'LINE, AND PROJECTS 3 INCHES.
 QN0577'
 QN0577'AZIMUTH MARK IS SOUTHWEST OF THE STATION, ABOUT 20 FEET SOUTH OF
 QN0577'THE CENTERLINE OF WISCONSIN ROUTE 24, ABOUT 65 FEET EAST OF A
 QN0577'LANE TO SOUTH, 1 FOOT NORTH OF RIGHT-OF-WAY FENCE LINE, AND
 QN0577'PROJECTS 4 INCHES.
 QN0577'
 QN0577'A LIGHT 74 FEET ABOVE HAYWARD NORTHEAST BASE IS VISIBLE FROM
 QN0577'THE GROUND AT THIS STATION.
 QN0577'
 QN0577'A LIGHT 74 FEET ABOVE HAYWARD IS VISIBLE AT 10 FEET ABOVE STATION
 QN0577'MARK.
 QN0577'
 QN0577'A LIGHT 74 FEET ABOVE MULLALY IS VISIBLE AT 10 FEET ABOVE STATION
 QN0577'MARK.
 QN0577'
 QN0577'A LIGHT 47 FEET ABOVE POPPLE IS VISIBLE FROM THE GROUND AT THIS
 QN0577'STATION.
 QN0577
 QN0577                          STATION RECOVERY (1934)
 QN0577
 QN0577'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (HEB)
 QN0577'HAYWARD SOUTHWEST BASE 1934.  SQUARE CONCRETE POST, PROJECTING
 QN0577'ABOUT 4 INCHES.  MARK IS 33.9 FEET NORTHWEST OF THE NORTHWEST
 QN0577'RAIL OF CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY.
 QN0577'
 QN0577'S.W.B.R.M. NO. 1, 1934.  MARK IS SQUARE, PROJECTING ABOUT 8
 QN0577'INCHES ABOVE THE GROUND.  MARK IS 53 FEET SOUTHEAST OF THE
 QN0577'NORTHWEST RAIL.
 QN0577'
 QN0577'S.W.B.R.M. NO. 2, 1934.  SQUARE CONCRETE POST, PROJECTING ABOUT
 QN0577'4 INCHES.  MARK IS 116.5 FEET NORTH-NORTHEAST OF TELEGRAPH POLE
 QN0577'NUMBER 100/30.
 QN0577'
 QN0577'HAYWARD S.W. BASE AZ. 1934.  SQUARE CONCRETE POST, PROJECTING
 QN0577'ABOUT 8 INCHES.  MARK IS 49.1 FEET WEST OF THE WEST RAIL OF CHICAGO,
 QN0577'ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY.
 QN0577
 QN0577                          STATION RECOVERY (1952)
 QN0577
 QN0577'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QN0577'STATION MARK, REFERENCE MARK AND THE AZIMUTH MARK WERE RECOVERED
 QN0577'AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION, ADDITION
 QN0577'INFORMATION, FOLLOW HIGHWAY FROM HAYWARD SOUTH WEST ABOUT 2.5
 QN0577'MILES TO DRIVEWAY TO FARM BUILDINGS ON THE RIGHT, FROM THE DRIVE
 QN0577'WAY THE STATION MARK IS 19 PACES DOWN ROAD FROM CENTER OF DRIVE
 QN0577'WAY THEN 14 PACES SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY.
 QN0577
 QN0577                          STATION RECOVERY (1983)
 QN0577
 QN0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 QN0577'THE STATION MARK, RMS 1 AND 2 AND THE AZ MK WAS RECOVERED IN GOOD
 QN0577'CONDITION AS DESCRIBED.  THE DIRECTION TO RM 1 CHECKED THE OLD DATA,
 QN0577'BUT THE DIRECTION TO RM 2 DIFFERS BY 07 MINUTES, 23.4 SECONDS.  DUE TO
 QN0577'THE TERRAIN AND THE CROSSING OF A RAILROAD TRACK THE DISTANCE TO THE
 QN0577'RMS WERE MEASURED WITH EDM.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 QN0577'THE STATION IS LOCATED ABOUT 2 1/2 MILES SW FROM THE HAYWARD ON HWY
 QN0577'RIGHT-OF-WAY.  TO REACH THE STATION FROM THE JUNCTION OF U.S HWY 63
 QN0577'AND 27 IN HAYWARD, GO SW ON HWY FOR 2.5 MILES (4.0 KM) TO THE STATION
 QN0577'ON LEFT AS DESCRIBED.
 QN0577' 
 QN0577'THE STATION IS A STANDARD CGS DISK STAMPED---HAYWARD SW BASE 1934---,
 QN0577'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (35 CM) IN
 QN0577'DIAMETER, PROJECTING 8 INCHES (24 CM) ABOVE THE GROUND.  THE STATION
 QN0577'IS LOCATED 42.0 FT (12.8 M) SE FROM THE CENTERLINE OF U.S HWY 63, 33.9
 QN0577'FT (10.3 M) NW FROM THE NW RAIL OF RAILROAD TRACK, 3.6 FT (1.1 M) NW
 QN0577'FROM A METAL WITNESS POST WITH SIGN AND 2.2 FT (0.7 M) SE FROM A
 QN0577'WITNESS POST. RM NO 1, IS A STANDARD CGS DISK STAMPED---HAYWARD SW
 QN0577'BASE NO 1 1934---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12
 QN0577'INCHES (35 CM) IN DIAMETER, PROJECTING 4 INCHES (12 CM) ABOVE THE
 QN0577'GROUND. THE STATION IS LOCATED 48.0 FT (14.6 M) SE FROM THE SE RAIL OF
 QN0577'RAILROAD TRACKS, 33.8 FT (10.3 M) NW FOM THE CENTERLINE OF A PAVED
 QN0577'ROAD AND 3.6 FT (1.1 M) NW FROM A METAL WITNESS POST, AND LEVEL WITH
 QN0577'THE STATION.  RM NO 2, IS A STANDARD CGS DISK STAMPED---HAYWARD SW
 QN0577'BASE NO 2 1934---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12
 QN0577'INCHES (35 CM) IN DIAMETER, PROJECTING 8 INCHES (24 CM) ABOVE THE
 QN0577'GROUND.  THE STATION IS LOCATED 48.0 FT (14.6 M) SE FROM THE SE RAIL
 QN0577'OF RAILROAD TRACKS, 35.0 FT (10.7 M) NW FROM THE CENTERLINE OF THE
 QN0577'PAVED ROAD AND 3.6 FT (1.1 M) NW FROM A METAL WITNESS POST, AND LEVEL
 QN0577'WITH THE STATION.  AZ MK NO 1, IS A STANDARD CGS DISK
 QN0577'STAMPED---HAYWARD SW BASE AZIMUTH 1934---, SET INTO THE TOP OF A
 QN0577'SQUARE CONCRETE MONUMENT 12 INCHES (35 CM) IN DIAMETER, PROJECTING 6
 QN0577'INCHES (18 CM) ABOVE THE GROUND.  THE STATION IS LOCATED 48.0 FT (14.6
 QN0577'M) NNW FROM THE NW RAIL OF THE RAILROAD TRACK, 30.6 FT (9.3 M) SSE
 QN0577'FROM THE CENTERLINE OF U.S HWY 63 AND 3.0 FT (0.9 M) NNW FROM A METAL
 QN0577'WITNESS POST.  TO REACH THE AZ MK FROM STATION CONTINUE SW ON HWY 63
 QN0577'FOR 0.3 MILE (0.5 KM) TO MARK ON LEFT JUST BEFORE ROUNDING CURVE TO
 QN0577'THE W.
 QN0577
 QN0577                          STATION RECOVERY (2004)
 QN0577
 QN0577'RECOVERY NOTE BY US POWER SQUADRON 2004
 QN0577'MARK NOT FOUND, BUT REFERENCE MARK NO. 2 AND AZIMUTH MARK WERE FOUND.
 QN0577'DESCRIPTION FOLLOWS. AZIMUTH MARK IS 292 FT NORTH OF THE LP STRUCTURAL
 QN0577'PANEL OFFICE, OFF HIGHWAY 63 2.5 MILES SOUTH OD HIGHWAY 27.
 QN0577' 
 QN0577'TO REACH MARK TAKE FIRST PAVED ROAD AFTER THE RR TRACKS NORTHTO MARK
 QN0577'ON THE LEFT IN SOME TREES AND BRUSH.
 QN0577' 
 QN0577'REFERENCE MARK NO.1 IS ACCROSS THE RR TRACKS TO THE WEST OF THE
 QN0577'AZIMUTH MARK, AND IN BETWEEN THE HIGHWAY (NO. 63)AND THE TRACKS. BOTH
 QN0577'MARKS HAVE WITNESS POSTS. USPS JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0745 ***********************************************************************
 QM0745  DESIGNATION -  HAZEL
 QM0745  PID         -  QM0745
 QM0745  STATE/COUNTY-  WI/ONEIDA
 QM0745  USGS QUAD   -  HAZELHURST (1982)
 QM0745
 QM0745                         *CURRENT SURVEY CONTROL
 QM0745  ___________________________________________________________________
 QM0745* NAD 83(1991)-  45 47 45.52819(N)    089 44 50.97822(W)     ADJUSTED  
 QM0745* NAVD 88     -       491.     (meters)    1611.     (feet)  SCALED    
 QM0745  ___________________________________________________________________
 QM0745  LAPLACE CORR-          -4.48  (seconds)                    DEFLEC99
 QM0745  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 QM0745
 QM0745  HORZ ORDER  -  SECOND
 QM0745
 QM0745.The horizontal coordinates were established by classical geodetic methods
 QM0745.and adjusted by the National Geodetic Survey in November 1991..
 QM0745
 QM0745.The orthometric height was scaled from a topographic map.
 QM0745
 QM0745.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0745
 QM0745.The geoid height was determined by GEOID03.
 QM0745
 QM0745;                    North         East     Units Scale Factor Converg.
 QM0745;SPC WI N     -    69,975.346   619,631.022   MT  0.99996628   +0 10 55.7
 QM0745;SPC WI N     -   229,577.45  2,032,906.11   sFT  0.99996628   +0 10 55.7
 QM0745;UTM  16      - 5,075,051.266   286,476.800   MT  1.00016054   -1 58 13.1
 QM0745
 QM0745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0745!SPC WI N     -   0.99992788  x   0.99996628  =   0.99989417
 QM0745!UTM  16      -   0.99992788  x   1.00016054  =   1.00008841
 QM0745
 QM0745:                Primary Azimuth Mark                     Grid Az
 QM0745:SPC WI N     -  HAZEL AZ MK                              070 13 57.8
 QM0745:UTM  16      -  HAZEL AZ MK                              072 23 06.6
 QM0745
 QM0745|---------------------------------------------------------------------|
 QM0745| PID    Reference Object                     Distance      Geod. Az  |
 QM0745|                                                           dddmmss.s |
 QM0745| CJ5072 HAZEL AZ MK                                        0702453.5 |
 QM0745| CJ5073 HAZEL RM 1                           25.817 METERS 19137     |
 QM0745| CJ5074 HAZEL RM 2                           29.581 METERS 28115     |
 QM0745|---------------------------------------------------------------------|
 QM0745
 QM0745                          SUPERSEDED SURVEY CONTROL
 QM0745
 QM0745  NAD 83(1986)-  45 47 45.52413(N)    089 44 50.97368(W) AD(       ) 2
 QM0745  NAD 27      -  45 47 45.69100(N)    089 44 50.44600(W) AD(       ) 2
 QM0745
 QM0745.Superseded values are not recommended for survey control.
 QM0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0745.See file dsdata.txt to determine how the superseded data were derived.
 QM0745
 QM0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR8647775051(NAD 83)
 QM0745_MARKER: DS = TRIANGULATION STATION DISK
 QM0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0745
 QM0745  HISTORY     - Date     Condition        Report By
 QM0745  HISTORY     - 1952     MONUMENTED       CGS
 QM0745
 QM0745                          STATION DESCRIPTION
 QM0745
 QM0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QM0745'THE STATION IS LOCATED ABOUT 6 MILES SOUTH OF MINOCQUA AND
 QM0745'1-1/2 MILES SOUTHWEST OF HAZELHURST IN THE NORTHWEST ANGLE OF AN
 QM0745'EAST-WEST DIRT ROAD AND A NORTH-SOUTH BLACK-TOPPED ROAD.
 QM0745'
 QM0745'TO REACH THE STATION FROM THE CROSSROAD JUST SOUTH OF THE
 QM0745'POST OFFICE IN THE SMALL SETTLEMENT OF HAZELHURST, (WHICH
 QM0745'IS 4.5 MILES SOUTH OF THE BRIDGE OVER THE LAKE IN THE SOUTH
 QM0745'EDGE OF MINOCQUA) GO WEST ON BLACK TOPPED ROAD FOR 0.3 MILE
 QM0745'TO RAILROAD STATION OF HAZELHURST, CONTINUE WEST FOR ABOUT
 QM0745'200 FEET TO T-ROAD INTERSECTION, TURN LEFT AND FOLLOW BLACK
 QM0745'TOPPED ROAD WEST AND SOUTHWEST FOR 0.75 MILE TO ROAD FORKS,
 QM0745'CONTINUE STRAIGHT AHEAD ON BLACK TOPPED ROAD FOR 0.1 MILE
 QM0745'TO ANOTHER ROAD FORK, CONTINUE STRAIGHT AHEAD SOUTH FOR 0.2
 QM0745'MILE TO DRIVEWAY LEFT AND SIGN KINCAID AND AZIMUTH MARK
 QM0745'AS DESCRIBED BELOW, CONTINUE SOUTH ON BLACK TOPPED ROAD FOR
 QM0745'0.35 MILE TO A DIRT SIDE ROAD RIGHT, TURN RIGHT AND GO
 QM0745'WEST FOR ABOUT 100 FEET TO THE STATION ON THE RIGHT AS
 QM0745'DESCRIBED.
 QM0745'
 QM0745'THE STATION MARK IS STAMPED HAZEL 1952.  IT IS A STANDARD
 QM0745'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND
 QM0745'IS 100 FEET WEST OF THE CENTER OF BLACK TOPPED ROAD, 23 FEET
 QM0745'NORTH OF THE CENTER OF DIRT ROAD, 12 FEET NORTH OF A TRIANGULAR
 QM0745'BLAZED 12 INCH OAK TREE AND 9 FEET NORTH OF A WHITE WITNESS
 QM0745'POST.
 QM0745'
 QM0745'REFERENCE MARK NO. 1 IS STAMPED HAZEL NO 1 1952.  IT IS A
 QM0745'STANDARD DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 4
 QM0745'INCHES AND IS 35 FEET WEST OF THE CENTER OF BLACK TOPPED ROAD.
 QM0745'
 QM0745'REFERENCE MARK NO. 2 IS STAMPED HAZEL NO 2 1952.  IT IS A
 QM0745'STANDARD DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 4 INCHES
 QM0745'AND IS 12 FEET SOUTH OF THE CENTER OF THE EAST-WEST DIRT ROAD.
 QM0745'
 QM0745'THE AZIMUTH MARK IS STAMPED HAZEL 1952.  IT IS A STANDARD
 QM0745'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND
 QM0745'IS 20 FEET EAST OF THE CENTER OF BLACK TOPPED ROAD, 15 FEET
 QM0745'SOUTH OF THE CENTER OF DRIVEWAY AND 3 FEET SOUTHWEST OF A
 QM0745'WHITE WITNESS POST.
 QM0745'
 QM0745'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1624 ***********************************************************************
 NH1624  DESIGNATION -  HAZEL
 NH1624  PID         -  NH1624
 NH1624  STATE/COUNTY-  WI/DANE
 NH1624  USGS QUAD   -  OREGON (1982)
 NH1624
 NH1624                         *CURRENT SURVEY CONTROL
 NH1624  ___________________________________________________________________
 NH1624* NAD 83(1991)-  42 56 27.16049(N)    089 25 43.81989(W)     ADJUSTED  
 NH1624* NAVD 88     -       321.3    (meters)    1054.     (feet)  VERTCON   
 NH1624  ___________________________________________________________________
 NH1624  X           -      46,618.986 (meters)                     COMP
 NH1624  Y           -  -4,676,408.209 (meters)                     COMP
 NH1624  Z           -   4,322,891.693 (meters)                     COMP
 NH1624  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 NH1624  ELLIP HEIGHT-         287.38  (meters)          (10/21/99) GPS OBS
 NH1624  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 NH1624
 NH1624  HORZ ORDER  -  SECOND
 NH1624  ELLP ORDER  -  FOURTH    CLASS I
 NH1624
 NH1624.The horizontal coordinates were established by GPS observations
 NH1624.and adjusted by the National Geodetic Survey in November 1991..
 NH1624
 NH1624.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1624
 NH1624.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1624
 NH1624.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1624
 NH1624.The ellipsoidal height was determined by GPS observations
 NH1624.and is referenced to NAD 83.
 NH1624
 NH1624.The geoid height was determined by GEOID03.
 NH1624
 NH1624;                    North         East     Units Scale Factor Converg.
 NH1624;SPC WI S     -   104,682.427   646,615.647   MT  0.99996463   +0 23 32.8
 NH1624;SPC WI S     -   343,445.60  2,121,438.17   sFT  0.99996463   +0 23 32.8
 NH1624;UTM  16      - 4,757,111.691   301,835.282   MT  1.00008312   -1 39 18.6
 NH1624
 NH1624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1624!SPC WI S     -   0.99995493  x   0.99996463  =   0.99991957
 NH1624!UTM  16      -   0.99995493  x   1.00008312  =   1.00003805
 NH1624
 NH1624                          SUPERSEDED SURVEY CONTROL
 NH1624
 NH1624  NAD 83(1986)-  42 56 27.15245(N)    089 25 43.82162(W) AD(       ) 2
 NH1624  NAD 27      -  42 56 27.15234(N)    089 25 43.38874(W) AD(       ) 2
 NH1624  NGVD 29 (04/21/89)  321.3    (m)         1054.     (f) GPS OBS        
 NH1624
 NH1624.Superseded values are not recommended for survey control.
 NH1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1624.See file dsdata.txt to determine how the superseded data were derived.
 NH1624
 NH1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0183557112(NAD 83)
 NH1624_MARKER: DS = TRIANGULATION STATION DISK
 NH1624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1624_SP_SET: CONCRETE POST
 NH1624_STAMPING: HAZEL 1983
 NH1624_MARK LOGO: WI-025
 NH1624_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NH1624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH1624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1624+SATELLITE: SATELLITE OBSERVATIONS - 1988
 NH1624
 NH1624  HISTORY     - Date     Condition        Report By
 NH1624  HISTORY     - 1988     MONUMENTED       WI-025
 NH1624
 NH1624                          STATION DESCRIPTION
 NH1624
 NH1624'DESCRIBED BY DANE COUNTY WISCONSIN 1988
 NH1624'THE STATION IS LOCATED ABOUT 7.2 KM (4.45 MI) NORTHEAST OF BASCO, 4.8
 NH1624'KM (3.00 MI) NORTHWEST OF OREGON, 1.3 KM (0.80 MI) SOUTH-SOUTHEAST OF
 NH1624'OAK HALL AND ON PRIVATE PROPERTY.  OWNERSHIP--EMMA MADSEN, 5848 MADSEN
 NH1624'CIRCLE, OREGON, WI 53575, PHONE NUMBER IS UNLISTED.
 NH1624'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROADS CC AND D WHICH
 NH1624'IS ABOUT 2.4 KM (1.50 MI) SOUTH OF OAK HALL, GO NORTHERLY ON COUNTY
 NH1624'ROAD D FOR 0.8 KM (0.50 MI) TO A ROAD ON THE RIGHT.  TURN RIGHT AND GO
 NH1624'EASTERLY ON NETHERWOOD ROAD FOR 0.8 KM (0.50 MI) TO A ROAD LEFT.  TURN
 NH1624'LEFT AND GO NORTHERLY ON MADSEN CIRCLE FOR 0.5 KM (0.30 MI) TO A LONE
 NH1624'TREE JUST PAST A PLAYGROUND ON THE RIGHT.  TURN RIGHT AND GO
 NH1624'NORTHEASTERLY ON A DIM TRAIL FOR 0.2 KM (0.10 MI) TO STATION ON THE
 NH1624'LEFT.
 NH1624'THE MARK IS A DANE COUNTY TRIANGULATION STATION MARK DISK
 NH1624'STAMPED---HAZEL 1983---SET IN THE TOP OF A ROUND CONCRETE MONUMENT 35
 NH1624'CM IN DIAMETER AND FLUSH WITH THE GROUND.  LOCATED 14.0 M (45.9 FT)
 NH1624'EAST FROM A METAL FENCE POST, 5.2 M (17.1 FT) NORTHWEST OF APPROXIMATE
 NH1624'CENTER OF A DIM TRAIL AND 0.3 M (1.0 FT) SOUTHEAST FROM A WITNESS
 NH1624'POST.
 NH1624'DANE COUNTY PART II, WI, 1988.
 NH1624'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 NH1624'DESCRIBED BY J.D. RIGNEY, JR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5013 ***********************************************************************
 DH5013  DESIGNATION -  HAZEL GREEN E GPS
 DH5013  PID         -  DH5013
 DH5013  STATE/COUNTY-  WI/GRANT
 DH5013  USGS QUAD   -  CUBA CITY (1988)
 DH5013
 DH5013                         *CURRENT SURVEY CONTROL
 DH5013  ___________________________________________________________________
 DH5013* NAD 83(1997)-  42 34 26.06575(N)    090 25 54.74285(W)     ADJUSTED  
 DH5013* NAVD 88     -                                                        
 DH5013  ___________________________________________________________________
 DH5013  X           -     -35,458.918 (meters)                     COMP
 DH5013  Y           -  -4,704,178.793 (meters)                     COMP
 DH5013  Z           -   4,292,953.725 (meters)                     COMP
 DH5013  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 DH5013  ELLIP HEIGHT-         280.27  (meters)          (08/01/05) GPS OBS
 DH5013  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 DH5013
 DH5013  HORZ ORDER  -  FIRST
 DH5013  ELLP ORDER  -  SECOND    CLASS I
 DH5013
 DH5013.The horizontal coordinates were established by GPS observations
 DH5013.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5013
 DH5013
 DH5013.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5013
 DH5013.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5013
 DH5013.The ellipsoidal height was determined by GPS observations
 DH5013.and is referenced to NAD 83.
 DH5013
 DH5013.The geoid height was determined by GEOID03.
 DH5013
 DH5013;                    North         East     Units Scale Factor Converg.
 DH5013;SPC WI S     -    63,848.676   564,541.185   MT  1.00003596   -0 17 48.3
 DH5013;SPC WI S     -   209,476.86  1,852,165.54   sFT  1.00003596   -0 17 48.3
 DH5013;UTM  15      - 4,716,696.512   710,770.468   MT  1.00014659   +1 44 17.1
 DH5013
 DH5013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5013!SPC WI S     -   0.99995605  x   1.00003596  =   0.99999201
 DH5013!UTM  15      -   0.99995605  x   1.00014659  =   1.00010263
 DH5013
 DH5013                          SUPERSEDED SURVEY CONTROL
 DH5013
 DH5013.No superseded survey control is available for this station.
 DH5013
 DH5013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1077016697(NAD 83)
 DH5013_MARKER: DD = SURVEY DISK
 DH5013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5013_STAMPING: HAZEL GREEN E GPS 2004
 DH5013_MARK LOGO: WIDT  
 DH5013_PROJECTION: FLUSH
 DH5013_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5013+STABILITY: SURFACE MOTION
 DH5013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5013+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2005
 DH5013
 DH5013  HISTORY     - Date     Condition        Report By
 DH5013  HISTORY     - 2004     MONUMENTED       WIDT
 DH5013  HISTORY     - 20051227 GOOD             WIDT
 DH5013
 DH5013                          STATION DESCRIPTION
 DH5013
 DH5013'DESCRIBED BY WI DEPT OF TRANSP 2004 (DJH)
 DH5013'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH5013'STATION FROM THE  JUNCTION OF STATE HIGHWAY 80 WITH STATE HIGHWAY 11
 DH5013'EAST AND HOLLOW ROAD ABOUT 2 MI  SOUTH OF THE CITY OF CUBA CITY, GO
 DH5013'NORTH ON STATE HIGHWAY 80 FOR 0.1 MI TO THE STATION ON  THE RIGHT.
 DH5013'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH5013'GEODETIC  SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DH5013'DIAMETER CONCRETE POST ABOUT  1 M ABOVE THE HIGHWAY PAVEMENT.  THE
 DH5013'STATION IS 12.6 M EAST OF THE CENTERLINE OF STATE  HIGHWAY 80, 38.1 M
 DH5013'SOUTH OF THE EASTERN MOST WOOD POST FOR A --NORTH 80 CUBA CITY 2
 DH5013'PLATTEVILLE 12-- SIGN, 18.4 M NORTH OF TELEPHONE PEDESTAL --1S02--, 2
 DH5013'M WEST OF A CULTIVATED  FIELD, 1.0 M NORTH OF AN ORANGE 4X4 PLASTIC
 DH5013'WITNESS POST, 1.0 M SOUTH OF AN ORANGE 4X4  PLASTIC WITNESS POST.
 DH5013'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH5013'THAN 15 DEGREES ABOVE THE HORIZON.
 DH5013
 DH5013                          STATION RECOVERY (2005)
 DH5013
 DH5013'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5013'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0861 ***********************************************************************
 NJ0861  DESIGNATION -  HAZEL GREEN MUNICIPAL TANK
 NJ0861  PID         -  NJ0861
 NJ0861  STATE/COUNTY-  WI/GRANT
 NJ0861  USGS QUAD   -  CUBA CITY (1988)
 NJ0861
 NJ0861                         *CURRENT SURVEY CONTROL
 NJ0861  ___________________________________________________________________
 NJ0861* NAD 83(1991)-  42 31 58.10074(N)    090 26 03.05265(W)     ADJUSTED  
 NJ0861* NAVD 88     -                                                        
 NJ0861  ___________________________________________________________________
 NJ0861  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 NJ0861  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 NJ0861
 NJ0861  HORZ ORDER  -  THIRD
 NJ0861
 NJ0861.The horizontal coordinates were established by classical geodetic methods
 NJ0861.and adjusted by the National Geodetic Survey in March 1999..
 NJ0861
 NJ0861
 NJ0861.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0861
 NJ0861.The geoid height was determined by GEOID03.
 NJ0861
 NJ0861;                    North         East     Units Scale Factor Converg.
 NJ0861;SPC WI S     -    59,283.826   564,327.893   MT  1.00004646   -0 17 54.0
 NJ0861;SPC WI S     -   194,500.35  1,851,465.76   sFT  1.00004646   -0 17 54.0
 NJ0861;SPC IL W     -   651,297.026   678,023.347   MT  0.99994712   -0 10 51.0
 NJ0861;SPC IL W     - 2,136,796.99  2,224,481.60   sFT  0.99994712   -0 10 51.0
 NJ0861;UTM  15      - 4,712,126.486   710,719.335   MT  1.00014633   +1 44 06.6
 NJ0861
 NJ0861                          SUPERSEDED SURVEY CONTROL
 NJ0861
 NJ0861  NAD 83(1991)-  42 31 58.09942(N)    090 26 03.05597(W) AD(       ) 4
 NJ0861  NAD 83(1986)-  42 31 58.09790(N)    090 26 03.05739(W) AD(       ) 4
 NJ0861  NAD 27      -  42 31 58.09400(N)    090 26 02.59400(W) AD(       ) 3
 NJ0861
 NJ0861.Superseded values are not recommended for survey control.
 NJ0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0861.See file dsdata.txt to determine how the superseded data were derived.
 NJ0861
 NJ0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1071912126(NAD 83)
 NJ0861_MARKER: 53 = ELEVATED TANK
 NJ0861
 NJ0861  HISTORY     - Date     Condition        Report By
 NJ0861  HISTORY     - 1935     FIRST OBSERVED   CGS
 NJ0861  HISTORY     - 19980831 MARK NOT FOUND   USPSQD
 NJ0861
 NJ0861                          STATION DESCRIPTION
 NJ0861
 NJ0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NJ0861'THIS STATION IS THE SLIM BLACK MUNICIPAL TANK IN THE VILLAGE
 NJ0861'OF HAZEL GREEN, WISCONSIN.  IT IS LOCATED IN THE CENTRAL
 NJ0861'PART OF THE VILLAGE, ABOUT 70 FEET SOUTH OF THE CENTERLINE
 NJ0861'OF FAIRPLAY STREET, ABOUT 65 FEET WEST OF A GRAVEL DRIVE
 NJ0861'AND ABOUT 210 FEET EAST OF THE CENTERLINE OF MAIN STREET.
 NJ0861'THE TANK WAS ERECTED IN 1905 AND IS FAIRLY PROMINENT.
 NJ0861'
 NJ0861'THE TANK HAS FOUR ANGLE LEGS ABOUT 75 FEET HIGH.  THE OVAL
 NJ0861'SECTION EXTENDS DOWNWARD ABOUT 8 FEET.  THE VERTICAL SECTION
 NJ0861'IS ABOUT 20 FEET HIGH AND HAS A CATWALK AND RAIL AROUND
 NJ0861'ITS BASE.  THE CONICAL ROOF HAS A BALL AT ITS APEX.  THE
 NJ0861'TOTAL HEIGHT IS ABOUT 100 FEET.
 NJ0861
 NJ0861                          STATION RECOVERY (1998)
 NJ0861
 NJ0861'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0861'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0858 ***********************************************************************
 NJ0858  DESIGNATION -  HAZEL GREEN ST FRANCIS CH
 NJ0858  PID         -  NJ0858
 NJ0858  STATE/COUNTY-  WI/GRANT
 NJ0858  USGS QUAD   -  CUBA CITY (1988)
 NJ0858
 NJ0858                         *CURRENT SURVEY CONTROL
 NJ0858  ___________________________________________________________________
 NJ0858* NAD 83(1991)-  42 32 08.81356(N)    090 26 08.05715(W)     ADJUSTED  
 NJ0858* NAVD 88     -                                                        
 NJ0858  ___________________________________________________________________
 NJ0858  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 NJ0858  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 NJ0858
 NJ0858  HORZ ORDER  -  THIRD
 NJ0858
 NJ0858.The horizontal coordinates were established by classical geodetic methods
 NJ0858.and adjusted by the National Geodetic Survey in March 1999..
 NJ0858
 NJ0858
 NJ0858.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0858
 NJ0858.The geoid height was determined by GEOID03.
 NJ0858
 NJ0858;                    North         East     Units Scale Factor Converg.
 NJ0858;SPC WI S     -    59,614.993   564,215.408   MT  1.00004568   -0 17 57.4
 NJ0858;SPC WI S     -   195,586.86  1,851,096.72   sFT  1.00004568   -0 17 57.4
 NJ0858;SPC IL W     -   651,627.930   677,910.194   MT  0.99994718   -0 10 54.5
 NJ0858;SPC IL W     - 2,137,882.63  2,224,110.36   sFT  0.99994718   -0 10 54.5
 NJ0858;UTM  15      - 4,712,453.486   710,595.157   MT  1.00014569   +1 44 03.5
 NJ0858
 NJ0858                          SUPERSEDED SURVEY CONTROL
 NJ0858
 NJ0858  NAD 83(1991)-  42 32 08.81224(N)    090 26 08.06075(W) AD(       ) 4
 NJ0858  NAD 83(1986)-  42 32 08.81066(N)    090 26 08.06221(W) AD(       ) 4
 NJ0858  NAD 27      -  42 32 08.80900(N)    090 26 07.60100(W) AD(       ) 3
 NJ0858
 NJ0858.Superseded values are not recommended for survey control.
 NJ0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0858.See file dsdata.txt to determine how the superseded data were derived.
 NJ0858
 NJ0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1059512453(NAD 83)
 NJ0858_MARKER: 90 = CHURCH SPIRE
 NJ0858
 NJ0858  HISTORY     - Date     Condition        Report By
 NJ0858  HISTORY     - 1935     FIRST OBSERVED   CGS
 NJ0858  HISTORY     - 19980831 GOOD             USPSQD
 NJ0858
 NJ0858                          STATION DESCRIPTION
 NJ0858
 NJ0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NJ0858'THIS STATION IS THE SPIRE ON THE ST. FRANCIS OF SALES CHURCH
 NJ0858'IN THE VILLAGE OF HAZEL GREEN, WISCONSIN.  IT IS LOCATED
 NJ0858'IN THE NORTHERN PART OF THE VILLAGE, ABOUT 105 FEET EAST
 NJ0858'OF THE CENTERLINE OF MAIN STREET AND ABOUT 190 FEET SOUTH OF
 NJ0858'THE Y-INTERSECTION OF MAIN STREET AND WIS. ROUTE 80.  THE
 NJ0858'CHURCH WAS ERECTED IN 1895.  THE SPIRE IS VERY PROMINENT.
 NJ0858'
 NJ0858'THE SPIRE IS ON THE WEST END OF A RED BRICK CHURCH.  THE BASE IS A
 NJ0858'SQUARE RED BRICK TOWER ABOUT 50 FEET HIGH WITH A ROUND STAINED
 NJ0858'GLASS WINDOW ON THE WEST SIDE AND A LIGHT-BROWN SHINGLED
 NJ0858'LEDGE AROUND THE TOP.  ON THIS THERE IS A SQUARE LIGHT-BROWN
 NJ0858'CUPOLA ABOUT 20 FEET HIGH WITH A LIGHT-BROWN GOTHIC LOUVERED
 NJ0858'WINDOW IN EACH SIDE AND A GABLE OVER EACH WINDOW.  THE OCTAGONAL
 NJ0858'LIGHT-BROWN SPIRE WITH WHITE STRIPING AT THE JUNCTION OF THE
 NJ0858'FACES IS ABOUT 50 FEET HIGH AND HAS A WHITE COLLAR ABOUT
 NJ0858'ONE-HALF THE WAY UP AND A PLATE AND GOLD CROSS AT THE APEX.
 NJ0858'THE TOTAL HEIGHT IS ABOUT 125 FEET.
 NJ0858
 NJ0858                          STATION RECOVERY (1998)
 NJ0858
 NJ0858'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0858'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5015 ***********************************************************************
 DH5015  DESIGNATION -  HAZEL GREEN W GPS
 DH5015  PID         -  DH5015
 DH5015  STATE/COUNTY-  WI/GRANT
 DH5015  USGS QUAD   -  KIELER (1972)
 DH5015
 DH5015                         *CURRENT SURVEY CONTROL
 DH5015  ___________________________________________________________________
 DH5015* NAD 83(1997)-  42 33 04.43202(N)    090 31 39.68540(W)     ADJUSTED  
 DH5015* NAVD 88     -                                                        
 DH5015  ___________________________________________________________________
 DH5015  X           -     -43,341.354 (meters)                     COMP
 DH5015  Y           -  -4,705,801.946 (meters)                     COMP
 DH5015  Z           -   4,291,084.772 (meters)                     COMP
 DH5015  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 DH5015  ELLIP HEIGHT-         260.21  (meters)          (08/01/05) GPS OBS
 DH5015  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 DH5015
 DH5015  HORZ ORDER  -  FIRST
 DH5015  ELLP ORDER  -  SECOND    CLASS I
 DH5015
 DH5015.The horizontal coordinates were established by GPS observations
 DH5015.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5015
 DH5015
 DH5015.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5015
 DH5015.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5015
 DH5015.The ellipsoidal height was determined by GPS observations
 DH5015.and is referenced to NAD 83.
 DH5015
 DH5015.The geoid height was determined by GEOID03.
 DH5015
 DH5015;                    North         East     Units Scale Factor Converg.
 DH5015;SPC WI S     -    61,374.943   556,658.281   MT  1.00004169   -0 21 45.3
 DH5015;SPC WI S     -   201,360.96  1,826,303.04   sFT  1.00004169   -0 21 45.3
 DH5015;UTM  15      - 4,713,944.185   702,979.690   MT  1.00010693   +1 40 20.9
 DH5015
 DH5015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5015!SPC WI S     -   0.99995919  x   1.00004169  =   1.00000088
 DH5015!UTM  15      -   0.99995919  x   1.00010693  =   1.00006612
 DH5015
 DH5015                          SUPERSEDED SURVEY CONTROL
 DH5015
 DH5015.No superseded survey control is available for this station.
 DH5015
 DH5015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH0298013944(NAD 83)
 DH5015_MARKER: DD = SURVEY DISK
 DH5015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5015_STAMPING: HAZEL GREEN W GPS 2004
 DH5015_MARK LOGO: WIDT  
 DH5015_PROJECTION: FLUSH
 DH5015_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5015+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5015
 DH5015  HISTORY     - Date     Condition        Report By
 DH5015  HISTORY     - 2003     MONUMENTED       WIDT
 DH5015
 DH5015                          STATION DESCRIPTION
 DH5015
 DH5015'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5015'OWNERSHIP--TOWNSHIP OF HAZEL GREEN.  TO REACH THE STATION FROM THE
 DH5015'JUNCTION OF STATE  HIGHWAY 80 (NORTH PERCIVAL STREET) WITH STATE
 DH5015'HIGHWAY 11 WEST AND COUNTY HIGHWAY W  (FAIRPLAY STREET) IN THE VILLAGE
 DH5015'OF HAZEL GREEN, GO WEST ON STATE HIGHWAY 11 (FAIRPLAY  STREET) FOR
 DH5015'5.25 MI TO COUNTY HIGHWAY Z, TURN RIGHT AND GO NORTH ON COUNTY HIGHWAY
 DH5015'Z  FOR 1.1 MI TO HYVIEW ROAD, TURN RIGHT AND GO EAST ON HYVIEW ROAD
 DH5015'FOR 0.3 MI TO THE  STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DH5015'WISCONSIN  DEPARTMENT OF  TRANSPORTATION GEODETIC SURVEY  CONTROL
 DH5015'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT
 DH5015'LEVEL WITH  THE ROAD PAVEMENT.  THE STATION IS 8.8 M SOUTH OF THE
 DH5015'CENTERLINE OF HYVIEW ROAD, 7  M WEST OF THE EXTENDED CENTERLINE OF A
 DH5015'FIELD ENTRANCE, 1.1 M NORTH OF A BARBED WIRE  FENCE, 1.0 M EAST OF AN
 DH5015'ORANGE 4X4  PLASTIC WITNESS POST AND 1.0 M WEST OF AN ORANGE 4X4
 DH5015'PLASTIC WITNESS POST.  ---NOTE--- THIS  STATION HAS NO VISIBLE
 DH5015'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0398 ***********************************************************************
 QM0398  DESIGNATION -  HEAFFORD
 QM0398  PID         -  QM0398
 QM0398  STATE/COUNTY-  WI/LINCOLN
 QM0398  USGS QUAD   -  HEAFFORD JUNCTION (1982)
 QM0398
 QM0398                         *CURRENT SURVEY CONTROL
 QM0398  ___________________________________________________________________
 QM0398* NAD 83(1991)-  45 32 42.76201(N)    089 43 08.20821(W)     ADJUSTED  
 QM0398* NAVD 88     -       454.505  (meters)    1491.16   (feet)  ADJUSTED  
 QM0398  ___________________________________________________________________
 QM0398  LAPLACE CORR-          -6.71  (seconds)                    DEFLEC99
 QM0398  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 QM0398  DYNAMIC HT  -         454.484 (meters)    1491.09  (feet)  COMP
 QM0398  MODELED GRAV-     980,556.3   (mgal)                       NAVD 88
 QM0398
 QM0398  HORZ ORDER  -  FIRST
 QM0398  VERT ORDER  -  FIRST     CLASS II
 QM0398
 QM0398.The horizontal coordinates were established by classical geodetic methods
 QM0398.and adjusted by the National Geodetic Survey in November 1991..
 QM0398
 QM0398.The orthometric height was determined by differential leveling
 QM0398.and adjusted by the National Geodetic Survey in June 1991..
 QM0398
 QM0398.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0398
 QM0398.The geoid height was determined by GEOID03.
 QM0398
 QM0398.The dynamic height is computed by dividing the NAVD 88
 QM0398.geopotential number by the normal gravity value computed on the
 QM0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0398.degrees latitude (g = 980.6199 gals.).
 QM0398
 QM0398.The modeled gravity was interpolated from observed gravity values.
 QM0398
 QM0398;                    North         East     Units Scale Factor Converg.
 QM0398;SPC WI C     -   190,268.431   621,949.144   MT  1.00000892   +0 11 53.9
 QM0398;SPC WI C     -   624,239.01  2,040,511.48   sFT  1.00000892   +0 11 53.9
 QM0398;SPC WI N     -    42,111.811   621,949.033   MT  1.00000396   +0 12 09.9
 QM0398;SPC WI N     -   138,161.83  2,040,511.12   sFT  1.00000396   +0 12 09.9
 QM0398;UTM  16      - 5,047,115.569   287,748.882   MT  1.00015391   -1 56 29.5
 QM0398
 QM0398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0398!SPC WI C     -   0.99993368  x   1.00000892  =   0.99994260
 QM0398!SPC WI N     -   0.99993368  x   1.00000396  =   0.99993764
 QM0398!UTM  16      -   0.99993368  x   1.00015391  =   1.00008758
 QM0398
 QM0398:                Primary Azimuth Mark                     Grid Az
 QM0398:SPC WI C     -  KNIGHT                                   053 42 34.1
 QM0398:SPC WI N     -  KNIGHT                                   053 42 18.1
 QM0398:UTM  16      -  KNIGHT                                   055 50 57.5
 QM0398
 QM0398|---------------------------------------------------------------------|
 QM0398| PID    Reference Object                     Distance      Geod. Az  |
 QM0398|                                                           dddmmss.s |
 QM0398| QM0399 KNIGHT                              APPROX. 1.8 KM 0535428.0 |
 QM0398|---------------------------------------------------------------------|
 QM0398
 QM0398                          SUPERSEDED SURVEY CONTROL
 QM0398
 QM0398  NAD 83(1986)-  45 32 42.76048(N)    089 43 08.20574(W) AD(       ) 1
 QM0398  NAD 27      -  45 32 42.87100(N)    089 43 07.69900(W) AD(       ) 1
 QM0398  NGVD 29 (??/??/92)  454.510  (m)         1491.17   (f) ADJ UNCH    1 2
 QM0398
 QM0398.Superseded values are not recommended for survey control.
 QM0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0398.See file dsdata.txt to determine how the superseded data were derived.
 QM0398
 QM0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR8774947116(NAD 83)
 QM0398_MARKER: DS = TRIANGULATION STATION DISK
 QM0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0398
 QM0398  HISTORY     - Date     Condition        Report By
 QM0398  HISTORY     - 1921     MONUMENTED       CGS
 QM0398  HISTORY     - 1922     GOOD             NGS
 QM0398  HISTORY     - 1934     GOOD             WIGS
 QM0398  HISTORY     - 1934     GOOD             NGS
 QM0398  HISTORY     - 1952     GOOD             CGS
 QM0398  HISTORY     - 1970     GOOD             WIDT
 QM0398  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0398
 QM0398                          STATION DESCRIPTION
 QM0398
 QM0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0398'THIS STATION IS ABOUT 1/8 MILE W OF HEAFFORD JUNCTION, ON
 QM0398'THE W SIDE OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 QM0398'RAILWAY, ON THE EXTENSION OF THE S RAIL FROM THE E AND OF
 QM0398'THE S RAIL FROM THE W ON THE FIRST CURVE W OF HEAFFORD JUNCTION.
 QM0398'IT IS 20 METERS W OF THE FIRST ROAD CROSSING W OF HEAFFORD
 QM0398'JUNCTION.  THE REFERENCE MARK IS ON THE SAME SIDE OF THE
 QM0398'TRACK.
 QM0398'
 QM0398'STATION MARK IS A STANDARD BRONZE DISK SET IN A LARGE 3- BY
 QM0398'3- BY 4-FOOT CONCRETE BLOCK.
 QM0398'
 QM0398'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 QM0398
 QM0398                          STATION RECOVERY (1922)
 QM0398
 QM0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 QM0398'0.3 MI W FROM HEAFFORD JUNCTION.
 QM0398'ABOUT 1/4 MILE WEST OF HEAFFORD JUNCTION, ON THE SOUTH SIDE
 QM0398'OF THE TRACK OF THE M. ST. P. AND S.S.M. RY. ON THE EXTENSION
 QM0398'OF THE SOUTH RAIL FROM THE EAST AND WEST, AT THE FIRST CURVE WEST
 QM0398'OF HEAFFORD JUNCTION.  IT IS 20 METERS WEST OF THE FIRST ROAD
 QM0398'CROSSING WEST OF HEAFFORD JUNCTION.
 QM0398
 QM0398                          STATION RECOVERY (1934)
 QM0398
 QM0398'RECOVERY NOTE BY WISCONSIN GEODETIC SURVEY 1934
 QM0398'THE INITIAL AND FINAL POSITIONS OF HEAFFORD R.M. 1921 ARE
 QM0398'BOTH 66.18 FEET FROM THE CENTER LINE OF SOO LINE MAIN TRACK.
 QM0398'(ELEVATION OF INITIAL AND FINAL POSITIONS IDENTICAL.)
 QM0398
 QM0398                          STATION RECOVERY (1934)
 QM0398
 QM0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QM0398'RECOVERED IN GOOD CONDITION.
 QM0398
 QM0398                          STATION RECOVERY (1952)
 QM0398
 QM0398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QM0398'STATION MARK RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 QM0398'IT IS ABOUT 12 INCHES BELOW SURFACE OF GROUND, 22.0 FEET S
 QM0398'OF S RAIL OF THE MAIN TRACK, 4.3 FEET S OF S RAIL OF SIDE
 QM0398'TRACK, 24.6 FEET W OF THE SW CORNER OF THE CONCRETE ABUTMENT
 QM0398'OF RAILROAD BRIDGE NO. 199-B WHICH IS OVER U.S. HIGHWAY 51.
 QM0398'
 QM0398'THE ORIGINAL REFERENCE MARK HAS BEEN DESTROYED.  THE REFERENCE
 QM0398'MARK AT THE NEW LOCATION WAS NOT LOCATED.
 QM0398
 QM0398                          STATION RECOVERY (1970)
 QM0398
 QM0398'RECOVERY NOTE BY WI DEPT OF TRANSP 1970 (LTK)
 QM0398'DESCRIPTION ADEQUATE.  STATION AND REFERENCE MARK FOUND AS
 QM0398'DESCRIBED IN GOOD CONDITION.
 QM0398
 QM0398                          STATION RECOVERY (1985)
 QM0398
 QM0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0398'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0595 ***********************************************************************
 PO0595  DESIGNATION -  HEATH
 PO0595  PID         -  PO0595
 PO0595  STATE/COUNTY-  WI/JACKSON
 PO0595  USGS QUAD   -  MERRILLAN (1984)
 PO0595
 PO0595                         *CURRENT SURVEY CONTROL
 PO0595  ___________________________________________________________________
 PO0595* NAD 83(1991)-  44 23 46.22532(N)    090 49 11.18804(W)     ADJUSTED  
 PO0595* NAVD 88     -       293.9    (meters)     964.     (feet)  VERTCON   
 PO0595  ___________________________________________________________________
 PO0595  LAPLACE CORR-          -8.40  (seconds)                    DEFLEC99
 PO0595  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 PO0595
 PO0595  HORZ ORDER  -  SECOND
 PO0595
 PO0595.The horizontal coordinates were established by classical geodetic methods
 PO0595.and adjusted by the National Geodetic Survey in March 1999..
 PO0595
 PO0595.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0595
 PO0595.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0595
 PO0595.The geoid height was determined by GEOID03.
 PO0595
 PO0595;                    North         East     Units Scale Factor Converg.
 PO0595;SPC WI C     -    62,871.393   534,690.807   MT  0.99997558   -0 34 42.3
 PO0595;SPC WI C     -   206,270.56  1,754,231.42   sFT  0.99997558   -0 34 42.3
 PO0595;UTM  15      - 4,918,188.273   673,631.278   MT  0.99997077   +1 31 32.5
 PO0595
 PO0595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0595!SPC WI C     -   0.99995907  x   0.99997558  =   0.99993465
 PO0595!UTM  15      -   0.99995907  x   0.99997077  =   0.99992984
 PO0595
 PO0595|---------------------------------------------------------------------|
 PO0595| PID    Reference Object                     Distance      Geod. Az  |
 PO0595|                                                           dddmmss.s |
 PO0595| CJ5075 HEATH RM 1                           24.200 METERS 01211     |
 PO0595| PO0598 BLACK RIVER FALLS MICROWAVE         APPROX. 3.2 KM 2152308.5 |
 PO0595| CJ5076 HEATH RM 2                           29.410 METERS 32141     |
 PO0595|---------------------------------------------------------------------|
 PO0595
 PO0595                          SUPERSEDED SURVEY CONTROL
 PO0595
 PO0595  NAD 83(1991)-  44 23 46.22478(N)    090 49 11.18750(W) AD(       ) 2
 PO0595  NAD 83(1986)-  44 23 46.22119(N)    090 49 11.19594(W) AD(       ) 2
 PO0595  NAD 27      -  44 23 46.36072(N)    090 49 10.67672(W) AD(       ) 2
 PO0595  NGVD 29 (07/19/86)  293.9    (m)          964.     (f) VERT ANG       
 PO0595
 PO0595.Superseded values are not recommended for survey control.
 PO0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0595.See file dsdata.txt to determine how the superseded data were derived.
 PO0595
 PO0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK7363118188(NAD 83)
 PO0595_MARKER: DD = SURVEY DISK
 PO0595_SETTING: 0 = UNSPECIFIED SETTING
 PO0595
 PO0595  HISTORY     - Date     Condition        Report By
 PO0595  HISTORY     - 1967     MONUMENTED       USGS
 PO0595
 PO0595                          STATION DESCRIPTION
 PO0595
 PO0595'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (DLH)
 PO0595'THE STATION IS LOCATED ABOUT 4.0 MI S. AND 1.0 MI E. OF
 PO0595'MERRILLAN, ABOUT 0.1 MI S. OF THE WRIGHTSVILLE SCHOOL AND
 PO0595'APPROX. 240 YARDS E. OF U.S. HWY. 12, NEAR THE CREST OF A SMALL
 PO0595'KNOLL, ON LAND OWNED BY MR. FLOYD R. HEATH, IN THE NW. QUARTER OF
 PO0595'SEC. 12, T. 22 N., R. 4 W.
 PO0595'
 PO0595'TO REACH THE STATION FROM MERRILLAN POST OFFICE, GO S. 1 BLOCK AND
 PO0595'W. 2 BLOCKS TO JCT. OF U.S. HWY. 12 AND WISC. 95.  TURN LEFT ON
 PO0595'U.S. HWY. 12 FOR 4.1 MI S. AND SE. TO DRIVEWAY TO MR. HEATHS
 PO0595'RESIDENCE, WALK 75 YARDS E. FROM RESIDENCE TO THE CREST OF A
 PO0595'SMALL KNOLL IN A PASTURE, AND TO THE STATION.
 PO0595'
 PO0595'THE STATION AND REFERENCE MARKS ARE STANDARD TABLETS CRIMPED ON
 PO0595'COPPER WELD RODS DRIVEN ABOUT 8 FT TO REFUSAL IN BEDROCK.  THE
 PO0595'MARKS ARE SET IN 6 IN. DIAMETER TILE FILLED WITH GRAVEL AND
 PO0595'STAMPED HEATH 1967.
 PO0595'
 PO0595'THE STATION MARK IS NEAR THE CREST OF A KNOLL, 234 FT E. OF THE
 PO0595'SW. COR. OF MR. HEATHS RESIDENCE, 23.730 M. (77.60 FT) S. OF AN
 PO0595'E.-W. FENCE 9.450 M. (31.05 FT) E. OF A 16 IN. DIAMETER OAK TREE,
 PO0595'AND SET ABOUT 6 IN. BELOW GROUND LEVEL.
 PO0595'
 PO0595'REFERENCE MARK NO. 1 IS 24.20 M. (79.40 FT) N. OF STATION, 1 FT
 PO0595'S. OF AN E.-W. FENCE AND 1.30 FT S. OF A METAL WITNESS POST.
 PO0595'
 PO0595'REFERENCE MARK NO. 2 IS 29.410 M. (96.45 FT) NW. OF THE STATION,
 PO0595'22.40 FT E. OF A N.-S. FENCE, 0.70 FT S. OF AN E.-W. FENCE, AND
 PO0595'0.80 FT S. OF A METAL WITNESS POST.
 PO0595'
 PO0595'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1223 ***********************************************************************
 NH1223  DESIGNATION -  HEBRON
 NH1223  PID         -  NH1223
 NH1223  STATE/COUNTY-  WI/JEFFERSON
 NH1223  USGS QUAD   -  ROME (1971)
 NH1223
 NH1223                         *CURRENT SURVEY CONTROL
 NH1223  ___________________________________________________________________
 NH1223* NAD 83(1991)-  42 55 02.93960(N)    088 41 30.95511(W)     ADJUSTED  
 NH1223* NAVD 88     -       270.     (meters)     886.     (feet)  SCALED    
 NH1223  ___________________________________________________________________
 NH1223  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 NH1223  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 NH1223
 NH1223  HORZ ORDER  -  THIRD
 NH1223
 NH1223.The horizontal coordinates were established by classical geodetic methods
 NH1223.and adjusted by the National Geodetic Survey in November 1991..
 NH1223
 NH1223.The orthometric height was scaled from a topographic map.
 NH1223
 NH1223.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1223
 NH1223.The geoid height was determined by GEOID03.
 NH1223
 NH1223;                    North         East     Units Scale Factor Converg.
 NH1223;SPC WI S     -   102,761.571   706,795.951   MT  0.99996797   +0 53 55.6
 NH1223;SPC WI S     -   337,143.59  2,318,879.72   sFT  0.99996797   +0 53 55.6
 NH1223;UTM  16      - 4,753,040.116   361,907.521   MT  0.99983460   -1 09 08.3
 NH1223
 NH1223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1223!SPC WI S     -   0.99996302  x   0.99996797  =   0.99993100
 NH1223!UTM  16      -   0.99996302  x   0.99983460  =   0.99979763
 NH1223
 NH1223|---------------------------------------------------------------------|
 NH1223| PID    Reference Object                     Distance      Geod. Az  |
 NH1223|                                                           dddmmss.s |
 NH1223| CI9739 HEBRON RM 1                           7.139 METERS 05254     |
 NH1223| NH1209 PALMYRA RAD KSH 90 KSE 27 TWR       APPROX.12.3 KM 1230907.1 |
 NH1223| CI9740 HEBRON RM 2                           8.055 METERS 18029     |
 NH1223| NH1217 WHITEWATER MUN BLDG BELL TWR        APPROX. 9.9 KM 1990007.4 |
 NH1223| NH1216 WHITEWATER FOUNDRY CO STK           APPROX. 9.0 KM 1993731.4 |
 NH1223| NH1211 WHITEWATER CONG CHURCH SPIRE        APPROX.10.0 KM 2013835.0 |
 NH1223| NH1221 WHITEWATER FIRST METH CH SPIRE      APPROX.10.1 KM 2024301.7 |
 NH1223| NH1214 WHITEWATER MUNICIPAL WATER TWR      APPROX. 9.3 KM 2044544.8 |
 NH1223| NH1213 WHITEWATER ST COLL PWR PLT STK      APPROX. 9.8 KM 2050047.0 |
 NH1223| NH1212 WHITEWATER STATE COLL CUPOLA        APPROX.10.0 KM 2051113.0 |
 NH1223| CI9738 HEBRON AZ MK                                       2271520.1 |
 NH1223|---------------------------------------------------------------------|
 NH1223
 NH1223                          SUPERSEDED SURVEY CONTROL
 NH1223
 NH1223  NAD 83(1986)-  42 55 02.93278(N)    088 41 30.96158(W) AD(       ) 3
 NH1223  NAD 27      -  42 55 02.89460(N)    088 41 30.57620(W) AD(       ) 3
 NH1223
 NH1223.Superseded values are not recommended for survey control.
 NH1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1223.See file dsdata.txt to determine how the superseded data were derived.
 NH1223
 NH1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6190853040(NAD 83)
 NH1223_MARKER: DS = TRIANGULATION STATION DISK
 NH1223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1223
 NH1223  HISTORY     - Date     Condition        Report By
 NH1223  HISTORY     - 1957     MONUMENTED       CGS
 NH1223  HISTORY     - 1977     GOOD             WIDT
 NH1223  HISTORY     - 20060925 MARK NOT FOUND   USPSQD
 NH1223
 NH1223                          STATION DESCRIPTION
 NH1223
 NH1223'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1223'THE STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF PALMYRA,
 NH1223'1/2 MILE SOUTH OF THE VILLAGE OF HEBRON AND IS AT THE SOUTHWEST
 NH1223'CORNER OF THE HEBRON CEMETERY ON THE ROAD RIGHT-OF-WAY.  IT IS
 NH1223'3 FEET WEST OF A FENCE, 4 FEET SOUTHWEST OF A WHITE WITNESS
 NH1223'POST, 13 FEET SOUTH OF A FENCE CORNER, 11 FEET SOUTH OF A 22
 NH1223'INCH OAK TREE, 38 FEET EAST OF THE CENTERLINE OF COUNTY HIGHWAY
 NH1223'D AND IS ON A BANK ABOUT 6 FEET HIGHER THAN THE ROAD.  THE
 NH1223'MONUMENT IS FLUSH AND THE DISK IS STAMPED HEBRON 1957.
 NH1223'
 NH1223'TO REACH THE STATION FROM THE HEBRON METHODIST CHURCH LOCATED
 NH1223'IN THE SOUTHWEST SECTION OF THE VILLAGE OF HEBRON, GO SOUTH
 NH1223'ON COUNTY HIGHWAY D FOR 0.25 MILE TO THE STATION ON THE LEFT.
 NH1223'
 NH1223'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON HIGHWAY
 NH1223'D FOR 0.15 MILE TO COUNTY HIGHWAY UU.  TURN RIGHT AND GO WEST
 NH1223'ON COUNTY HIGHWAY UU FOR 0.1 MILE TO THE MARK ON THE LEFT.
 NH1223'
 NH1223'REFERENCE MARK 1 IS IN THE SOUTHWEST EDGE OF THE HEBRON CEMETERY,
 NH1223'16 FEET EAST OF THE FENCE CORNER, 57 FEET EAST OF THE CENTERLINE
 NH1223'OF HIGHWAY D, 14 FEET NORTHEAST OF THE 22 INCH OAK TREE AND
 NH1223'1 FOOT NORTH OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 NH1223'STAMPED HEBRON NO 1 1957.
 NH1223'
 NH1223'REFERENCE MARK 2 IS 32 FEET EAST OF THE CENTERLINE OF HIGHWAY
 NH1223'D, 1 FOOT WEST OF A FENCE, 39 FEET SOUTH OF THE FENCE CORNER
 NH1223'AND 30 FEET SOUTH OF THE WHITE WITNESS POST.  THE MONUMENT
 NH1223'PROJECTS 3 INCHES AND THE DISK IS STAMPED HEBRON NO 2 1957.
 NH1223'
 NH1223'THE AZIMUTH MARK IS 2 FEET NORTH OF A FENCE, 1 FOOT EAST OF
 NH1223'A TELEPHONE POLE, 2 FEET NORTHWEST OF A WHITE WITNESS POST
 NH1223'AND 18 FEET SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY UU.  THE
 NH1223'MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED HEBRON
 NH1223'1957.
 NH1223'
 NH1223'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NH1223
 NH1223                          STATION RECOVERY (1977)
 NH1223
 NH1223'RECOVERY NOTE BY WI DEPT OF TRANSP 1977 (RW)
 NH1223'HEBRON 1957 RECOVERED GOOD.
 NH1223'
 NH1223'HEBRON 1957 (AZI) RECOVERED GOOD.
 NH1223'
 NH1223'DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE SOUTH OF HEBRON.
 NH1223
 NH1223                          STATION RECOVERY (2006)
 NH1223
 NH1223'RECOVERY NOTE BY US POWER SQUADRON 2006
 NH1223'STATION NOT FOUND.  THERE IS NO FENCE AND NO WITNESS POST PRESENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4884 ***********************************************************************
 DG4884  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4884  DESIGNATION -  HEBRON E GPS
 DG4884  PID         -  DG4884
 DG4884  STATE/COUNTY-  WI/JEFFERSON
 DG4884  USGS QUAD   -  ROME (1971)
 DG4884
 DG4884                         *CURRENT SURVEY CONTROL
 DG4884  ___________________________________________________________________
 DG4884* NAD 83(1997)-  42 54 27.76591(N)    088 40 11.73668(W)     ADJUSTED  
 DG4884* NAVD 88     -       244.44   (meters)     802.0    (feet)  GPS OBS   
 DG4884  ___________________________________________________________________
 DG4884  X           -     108,611.447 (meters)                     COMP
 DG4884  Y           -  -4,677,832.670 (meters)                     COMP
 DG4884  Z           -   4,320,141.199 (meters)                     COMP
 DG4884  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 DG4884  ELLIP HEIGHT-         210.29  (meters)          (04/02/04) GPS OBS
 DG4884  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 DG4884
 DG4884  HORZ ORDER  -  FIRST
 DG4884  ELLP ORDER  -  FOURTH    CLASS I
 DG4884
 DG4884.The horizontal coordinates were established by GPS observations
 DG4884.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4884
 DG4884.The orthometric height was determined by GPS observations and a
 DG4884.high-resolution geoid model using precise GPS observation and
 DG4884.processing techniques.
 DG4884
 DG4884.Photographs are available for this station.
 DG4884
 DG4884.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4884
 DG4884.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4884
 DG4884.The ellipsoidal height was determined by GPS observations
 DG4884.and is referenced to NAD 83.
 DG4884
 DG4884.The geoid height was determined by GEOID03.
 DG4884
 DG4884;                    North         East     Units Scale Factor Converg.
 DG4884;SPC WI S     -   101,704.751   708,609.699   MT  0.99996941   +0 54 50.0
 DG4884;SPC WI S     -   333,676.34  2,324,830.32   sFT  0.99996941   +0 54 50.0
 DG4884;UTM  16      - 4,751,919.214   363,682.040   MT  0.99982861   -1 08 13.5
 DG4884
 DG4884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4884!SPC WI S     -   0.99996702  x   0.99996941  =   0.99993643
 DG4884!UTM  16      -   0.99996702  x   0.99982861  =   0.99979564
 DG4884
 DG4884                          SUPERSEDED SURVEY CONTROL
 DG4884
 DG4884.No superseded survey control is available for this station.
 DG4884
 DG4884_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6368251919(NAD 83)
 DG4884_MARKER: DD = SURVEY DISK
 DG4884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4884_STAMPING: HEBRON E GPS 1992
 DG4884_MARK LOGO: WI-055
 DG4884_PROJECTION: FLUSH
 DG4884_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4884_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4884+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4884
 DG4884  HISTORY     - Date     Condition        Report By
 DG4884  HISTORY     - 1992     MONUMENTED       WI-055
 DG4884  HISTORY     - 2001     GOOD             WIDT
 DG4884
 DG4884                          STATION DESCRIPTION
 DG4884
 DG4884'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4884'THE STATION IS LOCATED ABOUT 32 KM SOUTH-SOUTHEAST OF WATERTOWN, 14 KM
 DG4884'EAST-SOUTHEAST OF FORT ATKINSON, AND 9 KM NORTHWEST OF WHITEWATER.
 DG4884'OWNERSHIP--TOWN OF HEBRON.  TO REACH THE STATION FROM THE JUNCTION OF
 DG4884'STATE HIGHWAY 106 WITH COUNTY HIGHWAY D IN THE VILLAGE OF HEBRON, GO
 DG4884'EAST ON STATE HIGHWAY 106 FOR 2.2 KM TO FROMMADER ROAD ON THE RIGHT,
 DG4884'TURN RIGHT AND GO SOUTH ON FROMMADER ROAD FOR 1.9 KM TO EHLERT ROAD ON
 DG4884'THE RIGHT, CONTINUE SOUTH ON FROMMADER ROAD FOR 0.8 KM TO KOCH ROAD ON
 DG4884'THE RIGHT, KOCH LANE ON THE LEFT, AND THE STATION STRAIGHT AHEAD. THE
 DG4884'STATION IS A BRONZE JEFFERSON COUNTY GEODETIC CONTROL MARKER DISK SET
 DG4884'IN THE TOP OF A 30-CM DIAMETER CONCRETE POST AND ABOUT 0.5 M BELOW THE
 DG4884'ROAD PAVEMENT. THE STATION IS 42.2 M SOUTH OF THE CENTERLINE OF KOCH
 DG4884'ROAD, 51 M SOUTHWEST OF TELEPHONE PEDESTAL --4B 12B 2 1--, 36.7 M
 DG4884'SOUTHEAST OF POWER POLE --40-5 96-11690--, AND 0.5 M NORTHWEST OF A
 DG4884'METAL POST FOR A --PUBLIC HUNTING GROUNDS-- SIGN.  ---NOTE---THE
 DG4884'STATION IS 1.0 M WEST AND EAST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DG4884'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DG4884'THAN 17 DEGREES ABOVE THE HORIZON.
 DG4884'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4885 ***********************************************************************
 DG4885  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4885  DESIGNATION -  HEBRON S GPS
 DG4885  PID         -  DG4885
 DG4885  STATE/COUNTY-  WI/JEFFERSON
 DG4885  USGS QUAD   -  ROME (1971)
 DG4885
 DG4885                         *CURRENT SURVEY CONTROL
 DG4885  ___________________________________________________________________
 DG4885* NAD 83(1997)-  42 54 54.77309(N)    088 42 28.85021(W)     ADJUSTED  
 DG4885* NAVD 88     -       255.63   (meters)     838.7    (feet)  GPS OBS   
 DG4885  ___________________________________________________________________
 DG4885  X           -     105,489.246 (meters)                     COMP
 DG4885  Y           -  -4,677,344.716 (meters)                     COMP
 DG4885  Z           -   4,320,759.230 (meters)                     COMP
 DG4885  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 DG4885  ELLIP HEIGHT-         221.48  (meters)          (04/02/04) GPS OBS
 DG4885  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 DG4885
 DG4885  HORZ ORDER  -  FIRST
 DG4885  ELLP ORDER  -  FOURTH    CLASS I
 DG4885
 DG4885.The horizontal coordinates were established by GPS observations
 DG4885.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4885
 DG4885.The orthometric height was determined by GPS observations and a
 DG4885.high-resolution geoid model using precise GPS observation and
 DG4885.processing techniques.
 DG4885
 DG4885.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4885
 DG4885.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4885
 DG4885.The ellipsoidal height was determined by GPS observations
 DG4885.and is referenced to NAD 83.
 DG4885
 DG4885.The geoid height was determined by GEOID03.
 DG4885
 DG4885;                    North         East     Units Scale Factor Converg.
 DG4885;SPC WI S     -   102,489.132   705,486.964   MT  0.99996830   +0 53 15.8
 DG4885;SPC WI S     -   336,249.76  2,314,585.15   sFT  0.99996830   +0 53 15.8
 DG4885;UTM  16      - 4,752,814.729   360,589.795   MT  0.99983910   -1 09 47.5
 DG4885
 DG4885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4885!SPC WI S     -   0.99996527  x   0.99996830  =   0.99993357
 DG4885!UTM  16      -   0.99996527  x   0.99983910  =   0.99980437
 DG4885
 DG4885                          SUPERSEDED SURVEY CONTROL
 DG4885
 DG4885.No superseded survey control is available for this station.
 DG4885
 DG4885_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6059052815(NAD 83)
 DG4885_MARKER: DD = SURVEY DISK
 DG4885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4885_STAMPING: HEBRON S GPS 1992
 DG4885_MARK LOGO: WI-055
 DG4885_PROJECTION: FLUSH
 DG4885_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4885+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4885
 DG4885  HISTORY     - Date     Condition        Report By
 DG4885  HISTORY     - 1992     MONUMENTED       WI-055
 DG4885  HISTORY     - 2001     GOOD             WIDT
 DG4885
 DG4885                          STATION DESCRIPTION
 DG4885
 DG4885'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4885'THE STATION IS LOCATED ABOUT 36 KM NORTHEAST OF JANESVILLE, 11 KM
 DG4885'SOUTHEAST OF FORT ATKINSON, AND 9 KM NORTH OF WHITEWATER.
 DG4885'OWNERSHIP--TOWN OF HEBRON. TO REACH THE STATION FROM THE JUNCTION OF
 DG4885'US HIGHWAY 12 AND STATE HIGHWAY 89 WITH STATE HIGHWAY 106 IN THE CITY
 DG4885'OF FORT ATKINSON, GO EAST ON STATE HIGHWAY 106 FOR 4.3 KM TO COUNTY
 DG4885'HIGHWAY N, CONTINUE EAST ON STATE HIGHWAY 106 FOR 5.9 KM TO JOHNSON
 DG4885'ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH ON JOHNSON ROAD FOR 1.4 KM
 DG4885'TO LOWER HEBRON ROAD, TURN LEFT AND GO EAST, THEN SOUTHEAST ON LOWER
 DG4885'HEBRON ROAD FOR 0.6 KM TO HOFFMAN ROAD AND THE STATION ON THE LEFT.
 DG4885'THE STATION IS A BRONZE JEFFERSON COUNTY GEODETIC CONTROL MARKER DISK
 DG4885'SET IN THE TOP OF A 30-CM DIAMETER CONCRETE POST AND ABOUT LEVEL WITH
 DG4885'THE ROAD PAVEMENT.  THE STATION IS 10.3 M EAST OF THE CENTERLINE OF
 DG4885'LOWER HEBRON ROAD, 0.2 KM NORTH OF PRIVATE ENTRANCE --W3520--, 60 M
 DG4885'SOUTH OF THE CENTERLINE OF HOFFMAN ROAD, AND 3 M WEST OF A CULTIVATED
 DG4885'FIELD.  ---NOTE---THE STATION IS 1.0 M EAST, NORTH AND SOUTH OF AN
 DG4885'ORANGE 4X4 PLASTIC WITNESS POST. ---NOTE2---THIS STATION HAS NO
 DG4885'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE
 DG4885'HORIZON.
 DG4885'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9987 ***********************************************************************
 DF9987  DESIGNATION -  HEBRON W GPS
 DF9987  PID         -  DF9987
 DF9987  STATE/COUNTY-  WI/JEFFERSON
 DF9987  USGS QUAD   -  FORT ATKINSON (1971)
 DF9987
 DF9987                         *CURRENT SURVEY CONTROL
 DF9987  ___________________________________________________________________
 DF9987* NAD 83(1997)-  42 55 17.66471(N)    088 46 45.42979(W)     ADJUSTED  
 DF9987* NAVD 88     -       254.245  (meters)     834.14   (feet)  ADJUSTED  
 DF9987  ___________________________________________________________________
 DF9987  X           -      99,660.593 (meters)                     COMP
 DF9987  Y           -  -4,676,990.356 (meters)                     COMP
 DF9987  Z           -   4,321,275.612 (meters)                     COMP
 DF9987  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 DF9987  ELLIP HEIGHT-         220.08  (meters)          (04/02/04) GPS OBS
 DF9987  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 DF9987  DYNAMIC HT  -         254.178 (meters)     833.92  (feet)  COMP
 DF9987  MODELED GRAV-     980,350.1   (mgal)                       NAVD 88
 DF9987
 DF9987  HORZ ORDER  -  FIRST
 DF9987  VERT ORDER  -  SECOND    CLASS I
 DF9987  ELLP ORDER  -  FOURTH    CLASS I
 DF9987
 DF9987.The horizontal coordinates were established by GPS observations
 DF9987.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DF9987
 DF9987.The orthometric height was determined by differential leveling
 DF9987.and adjusted by the National Geodetic Survey in February 2004..
 DF9987
 DF9987.Photographs are available for this station.
 DF9987
 DF9987.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9987
 DF9987.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9987
 DF9987.The ellipsoidal height was determined by GPS observations
 DF9987.and is referenced to NAD 83.
 DF9987
 DF9987.The geoid height was determined by GEOID03.
 DF9987
 DF9987.The dynamic height is computed by dividing the NAVD 88
 DF9987.geopotential number by the normal gravity value computed on the
 DF9987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9987.degrees latitude (g = 980.6199 gals.).
 DF9987
 DF9987.The modeled gravity was interpolated from observed gravity values.
 DF9987
 DF9987;                    North         East     Units Scale Factor Converg.
 DF9987;SPC WI S     -   103,107.764   699,657.888   MT  0.99996737   +0 50 19.5
 DF9987;SPC WI S     -   338,279.39  2,295,460.92   sFT  0.99996737   +0 50 19.5
 DF9987;UTM  16      - 4,753,641.462   354,787.279   MT  0.99985942   -1 12 42.8
 DF9987
 DF9987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9987!SPC WI S     -   0.99996549  x   0.99996737  =   0.99993286
 DF9987!UTM  16      -   0.99996549  x   0.99985942  =   0.99982491
 DF9987
 DF9987                          SUPERSEDED SURVEY CONTROL
 DF9987
 DF9987  NAVD 88 (04/02/04)  254.25   (m)          834.2    (f) LEVELING    3  
 DF9987
 DF9987.Superseded values are not recommended for survey control.
 DF9987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9987.See file dsdata.txt to determine how the superseded data were derived.
 DF9987
 DF9987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5478753641(NAD 83)
 DF9987_MARKER: DD = SURVEY DISK
 DF9987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9987_STAMPING: HEBRON W GPS 1992
 DF9987_MARK LOGO: WI-055
 DF9987_PROJECTION: FLUSH
 DF9987_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9987_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9987+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9987
 DF9987  HISTORY     - Date     Condition        Report By
 DF9987  HISTORY     - 1992     MONUMENTED       WI-055
 DF9987  HISTORY     - 2001     GOOD             WIDT
 DF9987
 DF9987                          STATION DESCRIPTION
 DF9987
 DF9987'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9987'THE STATION IS LOCATED ABOUT 12 KM NORTH OF WHITEWATER, 9 KM
 DF9987'WEST-SOUTHWEST OF HEBRON AND 5 KM SOUTHWEST OF FORT ATKINSON.
 DF9987'OWNERSHIP--JEFFERSON COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DF9987'OF STATE HIGHWAY 26 AND STATE HIGHWAY 89 WITH STATE HIGHWAY 106 IN
 DF9987'THE CITY OF FORT ATKINSON, GO EAST ON STATE HIGHWAY 106 FOR 4.4 KM TO
 DF9987'COUNTY HIGHWAY N, TURN RIGHT AND GO SOUTH ON COUNTY HIGHWAY N FOR 1.9
 DF9987'KM TO BARK RIVER ROAD ON THE RIGHT, CONTINUE SOUTH ON COUNTY HIGHWAY
 DF9987'N FOR 0.2 KM TO THE STATION ON THE LEFT. THE STATION IS A BRONZE
 DF9987'JEFFERSON COUNTY GEODETIC CONTROL MARKER DISK SET IN THE TOP OF A
 DF9987'45-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8 M AND ABOUT LEVEL
 DF9987'WITH THE HIGHWAY PAVEMENT.  THE STATION IS 8.9 M EAST OF THE
 DF9987'CENTERLINE OF COUNTY HIGHWAY N, 124 M NORTH OF THE CENTERLINE OF
 DF9987'PRIVATE ENTRANCE --N2206--, 67 M SOUTH OF A WOOD POST FOR A --JCT
 DF9987'RUSTIC ROAD-- SIGN, AND 3 M WEST OF A CULTIVATED FIELD.
 DF9987'---NOTE---THE STATION IS 1.0 M EAST, NORTHWEST AND SOUTHWEST OF AN
 DF9987'ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE2---THIS STATION HAS NO
 DF9987'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DF9987'HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5632 ***********************************************************************
 DH5632  DESIGNATION -  HEFRON GPS
 DH5632  PID         -  DH5632
 DH5632  STATE/COUNTY-  WI/WAUSHARA
 DH5632  USGS QUAD   -  WAUTOMA NE (1983)
 DH5632
 DH5632                         *CURRENT SURVEY CONTROL
 DH5632  ___________________________________________________________________
 DH5632* NAD 83(1997)-  44 14 08.67436(N)    089 15 10.14213(W)     ADJUSTED  
 DH5632* NAVD 88     -                                                        
 DH5632  ___________________________________________________________________
 DH5632  X           -      59,691.975 (meters)                     COMP
 DH5632  Y           -  -4,577,065.478 (meters)                     COMP
 DH5632  Z           -   4,427,104.488 (meters)                     COMP
 DH5632  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 DH5632  ELLIP HEIGHT-         297.65  (meters)          (08/01/05) GPS OBS
 DH5632  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 DH5632
 DH5632  HORZ ORDER  -  FIRST
 DH5632  ELLP ORDER  -  SECOND    CLASS I
 DH5632
 DH5632.The horizontal coordinates were established by GPS observations
 DH5632.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5632
 DH5632
 DH5632.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5632
 DH5632.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5632
 DH5632.The ellipsoidal height was determined by GPS observations
 DH5632.and is referenced to NAD 83.
 DH5632
 DH5632.The geoid height was determined by GEOID03.
 DH5632
 DH5632;                    North         East     Units Scale Factor Converg.
 DH5632;SPC WI S     -   248,649.284   659,692.399   MT  1.00003874   +0 30 48.2
 DH5632;SPC WI S     -   815,776.86  2,164,340.81   sFT  1.00003874   +0 30 48.2
 DH5632;UTM  16      - 4,900,524.785   320,097.765   MT  0.99999805   -1 34 19.2
 DH5632
 DH5632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5632!SPC WI S     -   0.99995333  x   1.00003874  =   0.99999207
 DH5632!UTM  16      -   0.99995333  x   0.99999805  =   0.99995138
 DH5632
 DH5632                          SUPERSEDED SURVEY CONTROL
 DH5632
 DH5632.No superseded survey control is available for this station.
 DH5632
 DH5632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ2009800525(NAD 83)
 DH5632_MARKER: DD = SURVEY DISK
 DH5632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5632_STAMPING: HEFRON GPS 1993
 DH5632_MARK LOGO: WI-137
 DH5632_PROJECTION: RECESSED 10 CENTIMETERS
 DH5632_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5632+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2006
 DH5632
 DH5632  HISTORY     - Date     Condition        Report By
 DH5632  HISTORY     - 1993     MONUMENTED       WI-137
 DH5632  HISTORY     - 20030820 GOOD             WIDT
 DH5632  HISTORY     - 20060421 GOOD             JCLS
 DH5632
 DH5632                          STATION DESCRIPTION
 DH5632
 DH5632'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5632'OWNERSHIP--TOWN OF ROSE.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5632'STATE HIGHWAY 22  WITH COUNTY HIGHWAY P ABOUT 4 MI NORTH OF THE
 DH5632'VILLAGE OF WILD ROSE, GO NORTH ON  STATE HIGHWAY 22 FOR 1.5 MI TO
 DH5632'AKRON DRIVE ON THE LEFT, TURN LEFT AND GO WEST ON AKRON  DRIVE FOR 0.3
 DH5632'MI TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WAUSHARA
 DH5632'COUNTY  GEODETIC CONTROL MARKER DISK IN THE TOP OF A 40-CM DIAMETER
 DH5632'CONCRETE POST AND ABOUT  LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS
 DH5632'8.3 M NORTH OF THE CENTERLINE OF AKRON  DRIVE, 0.3 MI WEST OF STATE
 DH5632'HIGHWAY 22, 0.2 MI EAST OF 18TH DRIVE, 53.6 M WEST OF TELEPHONE
 DH5632'PEDESTAL --01755-- , 1.0 M EAST, WEST OF TWO ORANGE 4X4 PLASTIC
 DH5632'WITNESS POSTS AND  0.1 M  SOUTH OF A  CULTIVATED FIELD.
 DH5632'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH5632'THAN 20 DEGREES ABOVE THE HORIZON.
 DH5632
 DH5632                          STATION RECOVERY (2006)
 DH5632
 DH5632'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 DH5632'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO2354 ***********************************************************************
 QO2354  DESIGNATION -  HEIDI
 QO2354  PID         -  QO2354
 QO2354  STATE/COUNTY-  WI/BURNETT
 QO2354  USGS QUAD   -  SIREN EAST (1982)
 QO2354
 QO2354                         *CURRENT SURVEY CONTROL
 QO2354  ___________________________________________________________________
 QO2354* NAD 83(1997)-  45 49 00.90879(N)    092 21 59.41765(W)     ADJUSTED  
 QO2354* NAVD 88     -       301.9    (meters)     990.     (feet)  VERTCON   
 QO2354  ___________________________________________________________________
 QO2354  X           -    -183,876.571 (meters)                     COMP
 QO2354  Y           -  -4,449,329.400 (meters)                     COMP
 QO2354  Z           -   4,551,285.571 (meters)                     COMP
 QO2354  LAPLACE CORR-          -5.01  (seconds)                    DEFLEC99
 QO2354  ELLIP HEIGHT-         275.05  (meters)          (09/30/02) GPS OBS
 QO2354  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 QO2354
 QO2354  HORZ ORDER  -  FIRST
 QO2354  ELLP ORDER  -  FOURTH    CLASS I
 QO2354
 QO2354.This mark is at Burnett County Airport (RZN)
 QO2354
 QO2354.The horizontal coordinates were established by GPS observations
 QO2354.and adjusted by the National Geodetic Survey in September 2002..
 QO2354
 QO2354.The NAVD 88 height was computed by applying the VERTCON shift value to
 QO2354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QO2354
 QO2354.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO2354
 QO2354.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO2354
 QO2354.The ellipsoidal height was determined by GPS observations
 QO2354.and is referenced to NAD 83.
 QO2354
 QO2354.The geoid height was determined by GEOID03.
 QO2354
 QO2354;                    North         East     Units Scale Factor Converg.
 QO2354;SPC WI N     -    75,011.045   416,112.887   MT  0.99996399   -1 42 25.7
 QO2354;SPC WI N     -   246,098.74  1,365,197.03   sFT  0.99996399   -1 42 25.7
 QO2354;UTM  15      - 5,073,901.388   549,214.497   MT  0.99962978   +0 27 15.5
 QO2354
 QO2354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO2354!SPC WI N     -   0.99995688  x   0.99996399  =   0.99992087
 QO2354!UTM  15      -   0.99995688  x   0.99962978  =   0.99958668
 QO2354
 QO2354                          SUPERSEDED SURVEY CONTROL
 QO2354
 QO2354  NAD 83(1991)-  45 49 00.90863(N)    092 21 59.41603(W) AD(       ) 1
 QO2354  ELLIP H (08/19/91)  275.08   (m)                       GP(       ) 4 1
 QO2354  NGVD 29 (08/19/91)  301.8    (m)          990.     (f) GPS OBS        
 QO2354
 QO2354.Superseded values are not recommended for survey control.
 QO2354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2354.See file dsdata.txt to determine how the superseded data were derived.
 QO2354
 QO2354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4921473901(NAD 83)
 QO2354_MARKER: DD = SURVEY DISK
 QO2354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO2354_SP_SET: CONCRETE POST
 QO2354_STAMPING: HEIDI 1985
 QO2354_MARK LOGO: WIDT  
 QO2354_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 QO2354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2354+STABILITY: SURFACE MOTION
 QO2354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2354+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1993
 QO2354
 QO2354  HISTORY     - Date     Condition        Report By
 QO2354  HISTORY     - 1985     MONUMENTED       WIDT
 QO2354  HISTORY     - 19900731 GOOD
 QO2354  HISTORY     - 19930623 GOOD             WI-013
 QO2354
 QO2354                          STATION DESCRIPTION
 QO2354
 QO2354'DESCRIBED BY WI DEPT OF TRANSP 1985
 QO2354'THE STATION IS LOCATED IN SIREN, AT THE SIREN-BURNETT COUNTY AIRPORT,
 QO2354'ON THE NORTH SIDE OF AIRPORT ROAD AND ABOUT 0.16 KM (0.10 MI)
 QO2354'SOUTHEAST OF THE END OF RUNWAY 31.  OWNERSHIP--BURNETT COUNTY, BURNETT
 QO2354'COUNTY COURT HOUSE, 7410 RKD, SIREN, WISCONSIN 54782, PHONE (715)
 QO2354'-349-2173, AIRPORT MANAGER IS GERALD NELSON, PHONE (715)-349-2173.
 QO2354'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 70 AND 35 AND
 QO2354'AIRPORT ROAD, AT THE NORTH END OF SIREN, GO WEST ON AIRPORT ROAD FOR
 QO2354'0.08 KM (0.05 MI) TO THE STATION ON THE LEFT.
 QO2354'THE STATION IS LOCATED 71.0 M (232.9 FT) WEST-SOUTHWEST OF THE CENTER
 QO2354'OF THE SOUTHBOUND LANE OF STATE HIGHWAY 35 NORTH, 23.6 M (77.4 FT)
 QO2354'NORTHWEST OF THE CENTER OF AIRPORT ROAD AND 0.6 M (2.0 FT) NORTHWEST
 QO2354'OF A METAL WITNESS POST.
 QO2354
 QO2354                          STATION RECOVERY (1990)
 QO2354
 QO2354'RECOVERED 1990
 QO2354'RECOVERED IN GOOD CONDITION.
 QO2354
 QO2354                          STATION RECOVERY (1993)
 QO2354
 QO2354'RECOVERY NOTE BY BURNETT COUNTY WISCONSIN 1993
 QO2354'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB8517 ***********************************************************************
 AB8517  DESIGNATION -  HELEN
 AB8517  PID         -  AB8517
 AB8517  STATE/COUNTY-  WI/BURNETT
 AB8517  USGS QUAD   -  DANBURY EAST (1983)
 AB8517
 AB8517                         *CURRENT SURVEY CONTROL
 AB8517  ___________________________________________________________________
 AB8517* NAD 83(1997)-  46 01 16.29085(N)    092 20 24.25553(W)     ADJUSTED  
 AB8517* NAVD 88     -       297.1    (meters)     975.     (feet)  GPS OBS   
 AB8517  ___________________________________________________________________
 AB8517  X           -    -181,157.707 (meters)                     COMP
 AB8517  Y           -  -4,433,113.458 (meters)                     COMP
 AB8517  Z           -   4,567,078.327 (meters)                     COMP
 AB8517  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 AB8517  ELLIP HEIGHT-         270.74  (meters)          (01/30/03) GPS OBS
 AB8517  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AB8517
 AB8517  HORZ ORDER  -  FIRST
 AB8517  ELLP ORDER  -  FOURTH    CLASS I
 AB8517
 AB8517.The horizontal coordinates were established by GPS observations
 AB8517.and adjusted by the National Geodetic Survey in January 2003..
 AB8517
 AB8517.The orthometric height was determined by GPS observations and a
 AB8517.high-resolution geoid model.
 AB8517
 AB8517.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8517
 AB8517.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8517
 AB8517.The ellipsoidal height was determined by GPS observations
 AB8517.and is referenced to NAD 83.
 AB8517
 AB8517.The geoid height was determined by GEOID03.
 AB8517
 AB8517;                    North         East     Units Scale Factor Converg.
 AB8517;SPC WI N     -    97,644.185   418,835.122   MT  0.99994860   -1 41 17.0
 AB8517;SPC WI N     -   320,354.30  1,374,128.23   sFT  0.99994860   -1 41 17.0
 AB8517;UTM  15      - 5,096,613.750   551,080.281   MT  0.99963207   +0 28 29.6
 AB8517
 AB8517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8517!SPC WI N     -   0.99995756  x   0.99994860  =   0.99990616
 AB8517!UTM  15      -   0.99995756  x   0.99963207  =   0.99958964
 AB8517
 AB8517                          SUPERSEDED SURVEY CONTROL
 AB8517
 AB8517  NAD 83(1991)-  46 01 16.29050(N)    092 20 24.25414(W) AD(       ) 1
 AB8517  ELLIP H (12/09/96)  270.77   (m)                       GP(       ) 4 1
 AB8517
 AB8517.Superseded values are not recommended for survey control.
 AB8517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8517.See file dsdata.txt to determine how the superseded data were derived.
 AB8517
 AB8517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL5108096614(NAD 83)
 AB8517_MARKER: DD = SURVEY DISK
 AB8517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8517_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8517+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB8517
 AB8517  HISTORY     - Date     Condition        Report By
 AB8517  HISTORY     - 1993     MONUMENTED       WI-013
 AB8517
 AB8517                          STATION DESCRIPTION
 AB8517
 AB8517'DESCRIBED BY BURNETT COUNTY WISCONSIN 1993
 AB8517'THE STATION IS LOCATED 2.4 KM (1.50 MI) NORTHEAST OF THE VILLAGE OF
 AB8517'DANBURY (WHERE STATE TRUNK HIGHWAY 77 AND STATE TRUNK HIGHWAY 35
 AB8517'INTERSECT) , 15.6 KM (9.70 MI) NORTHEAST OF THE VILLAGE OF WEBSTER IN
 AB8517'THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER, SECTION 23, T41N,
 AB8517'R16W, TOWN OF SWISS.  TO REACH THE STATION FROM THE VILLAGE OF DANBURY
 AB8517'(WHERE STATE TRUNK HIGHWAY 35 AND STATE TRUNK HIGHWAY 77 MEET) GO
 AB8517'NORTH ALONG STATE TRUNK HIGHWAY 35/77 2.57 KM (1.60 MI) TO THE STATION
 AB8517'LOCATED 50 FEET (15.2 M) EAST OF THE HIGHWAY, .8 MILES (1.3 KM) NORTH
 AB8517'OF 26 LAKE ROAD, .6 MILES (1.0 KM) SOUTH OF WHERE STATE TRUNK HIGHWAY
 AB8517'77 TURNS EAST.  FIBERGLASS WITNESS POST SET 2 FEET (0.6 M) WEST OF THE
 AB8517'STATION.  THE STATION MARKER IS SET IN A 30 CM ROUND CONCRETE MONUMENT
 AB8517'3 CM ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE8646 ***********************************************************************
 AE8646  DESIGNATION -  HENDREN SW GPS
 AE8646  PID         -  AE8646
 AE8646  STATE/COUNTY-  WI/CLARK
 AE8646  USGS QUAD   -  ROCK DAM LAKE (1979)
 AE8646
 AE8646                         *CURRENT SURVEY CONTROL
 AE8646  ___________________________________________________________________
 AE8646* NAD 83(1997)-  44 42 12.25513(N)    090 48 02.08856(W)     ADJUSTED  
 AE8646* NAVD 88     -       326.4    (meters)    1071.     (feet)  VERTCON   
 AE8646  ___________________________________________________________________
 AE8646  X           -     -63,448.879 (meters)                     COMP
 AE8646  Y           -  -4,540,602.700 (meters)                     COMP
 AE8646  Z           -   4,464,188.584 (meters)                     COMP
 AE8646  LAPLACE CORR-          -6.50  (seconds)                    DEFLEC99
 AE8646  ELLIP HEIGHT-         294.11  (meters)          (06/03/99) GPS OBS
 AE8646  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 AE8646
 AE8646  HORZ ORDER  -  B
 AE8646  ELLP ORDER  -  THIRD     CLASS I
 AE8646
 AE8646.The horizontal coordinates were established by GPS observations
 AE8646.and adjusted by the National Geodetic Survey in June 1999..
 AE8646
 AE8646.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE8646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE8646
 AE8646.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8646
 AE8646.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8646
 AE8646.The ellipsoidal height was determined by GPS observations
 AE8646.and is referenced to NAD 83.
 AE8646
 AE8646.The geoid height was determined by GEOID03.
 AE8646
 AE8646;                    North         East     Units Scale Factor Converg.
 AE8646;SPC WI C     -    96,993.413   536,556.480   MT  0.99994523   -0 33 53.5
 AE8646;SPC WI C     -   318,219.22  1,760,352.38   sFT  0.99994523   -0 33 53.5
 AE8646;UTM  15      - 4,952,356.310   674,240.427   MT  0.99997335   +1 32 51.1
 AE8646
 AE8646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8646!SPC WI C     -   0.99995389  x   0.99994523  =   0.99989912
 AE8646!UTM  15      -   0.99995389  x   0.99997335  =   0.99992724
 AE8646
 AE8646                          SUPERSEDED SURVEY CONTROL
 AE8646
 AE8646  NAD 83(1991)-  44 42 12.25443(N)    090 48 02.08732(W) AD(       ) B
 AE8646  ELLIP H (04/20/98)  294.12   (m)                       GP(       ) 3 1
 AE8646  NGVD 29 (04/20/98)  326.4    (m)         1071.     (f) GPS OBS        
 AE8646
 AE8646.Superseded values are not recommended for survey control.
 AE8646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8646.See file dsdata.txt to determine how the superseded data were derived.
 AE8646
 AE8646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK7424052356(NAD 83)
 AE8646_MARKER: DD = SURVEY DISK
 AE8646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8646_STAMPING: HENDREN-SW GPS 1992
 AE8646_MARK LOGO: WI-019
 AE8646_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE8646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8646+STABILITY: SURFACE MOTION
 AE8646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8646+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE8646
 AE8646  HISTORY     - Date     Condition        Report By
 AE8646  HISTORY     - 1997     MONUMENTED       AYRES
 AE8646
 AE8646                          STATION DESCRIPTION
 AE8646
 AE8646'DESCRIBED BY AYRES ASSOCIATES 1997 (CMS)
 AE8646'THE STATION IS 22.8 KM (14.15 MI) AIR MILES NORTH 46 DEGREES WEST FROM
 AE8646'THE CLARK COUNTY COURTHOUSE. TO REACH THE STATION FROM THE
 AE8646'INTERSECTION OF STATE HIGHWAYS 73 AND 10 IN THE CITY OF NEILLSVILLE,
 AE8646'GO WEST ON HIGHWAY 10 FOR 4.8 KM (3.00 MI) TO THE INTERSECTION OF
 AE8646'COUNTY HIGHWAY G, TURN RIGHT AND GO NORTH ALONG HIGHWAY G FOR 18.5 KM
 AE8646'(11.50 MI) TO THE INTERSECTION WITH COUNTY HIGHWAY I, TURN LEFT AND GO
 AE8646'WEST ON HIGHWAY I FOR 6.4 KM (3.95 MI) TO THE INTERSECTION WITH COUNTY
 AE8646'HIGHWAY M, TURN RIGHT AND GO NORTH ON HIGHWAY M FOR 2.1 KM (1.30 MI)
 AE8646'TO THE STATION ON THE LEFT.  ALSO TO REACH THE STATION FROM THE
 AE8646'INTERSECTION OF COUNTY HIGHWAY M AND VEEKING ROAD, GO NORTH ON HIGHWAY
 AE8646'M 1.3 KM (0.80 MI) TO THE STATION ON THE RIGHT. THE STATION IS A CLARK
 AE8646'COUNTY BRASS SURVEY DISK STAMPED ---HENDREN-SW GPS 1992---, SET IN THE
 AE8646'TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND AND 14.6 M (47.9 FT)
 AE8646'EAST OF THE CENTERLINE OF HIGHWAY M, AND 42.5 KM (26.40 MI) SOUTH OF A
 AE8646'ROAD IN FRONT OF HOUSE NUMBER PE N 7844, AND 1.8 M (5.9 FT) WEST OF
 AE8646'THE FENCE ON THE EAST SIDE OF HIGHWAY M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO1456 ***********************************************************************
 QO1456  DESIGNATION -  HENKE
 QO1456  PID         -  QO1456
 QO1456  STATE/COUNTY-  WI/ST CROIX
 QO1456  USGS QUAD   -  FOREST (1975)
 QO1456
 QO1456                         *CURRENT SURVEY CONTROL
 QO1456  ___________________________________________________________________
 QO1456* NAD 83(1991)-  45 12 30.48413(N)    092 22 10.26487(W)     ADJUSTED  
 QO1456* NAVD 88     -       358.     (meters)    1175.     (feet)  SCALED    
 QO1456  ___________________________________________________________________
 QO1456  LAPLACE CORR-         -10.51  (seconds)                    DEFLEC99
 QO1456  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 QO1456
 QO1456  HORZ ORDER  -  FIRST
 QO1456
 QO1456.The horizontal coordinates were established by classical geodetic methods
 QO1456.and adjusted by the National Geodetic Survey in March 1999..
 QO1456
 QO1456.The orthometric height was scaled from a topographic map.
 QO1456
 QO1456.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO1456
 QO1456.The geoid height was determined by GEOID03.
 QO1456
 QO1456;                    North         East     Units Scale Factor Converg.
 QO1456;SPC WI C     -   155,521.361   413,884.057   MT  0.99995750   -1 40 18.8
 QO1456;SPC WI C     -   510,239.67  1,357,884.61   sFT  0.99995750   -1 40 18.8
 QO1456;UTM  15      - 5,006,302.283   549,511.095   MT  0.99963014   +0 26 50.8
 QO1456
 QO1456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1456!SPC WI C     -   0.99994855  x   0.99995750  =   0.99990605
 QO1456!UTM  15      -   0.99994855  x   0.99963014  =   0.99957871
 QO1456
 QO1456:                Primary Azimuth Mark                     Grid Az
 QO1456:SPC WI C     -  CLEAR LAKE MUNICIPAL TANK                058 57 51.8
 QO1456:UTM  15      -  CLEAR LAKE MUNICIPAL TANK                056 50 42.2
 QO1456
 QO1456|---------------------------------------------------------------------|
 QO1456| PID    Reference Object                     Distance      Geod. Az  |
 QO1456|                                                           dddmmss.s |
 QO1456| QO1459 CLEAR LAKE MUNICIPAL TANK           APPROX. 9.1 KM 0571733.0 |
 QO1456| CJ3577 HENKE AZ MK                                        1412519.8 |
 QO1456| QO1462 NEW RICHMOND MUNICIPAL TANK         APPROX.16.2 KM 2334330.6 |
 QO1456| QO1463 NEW RICHMOND IMM CONC CATH CH       APPROX.16.8 KM 2345812.9 |
 QO1456| CJ3578 HENKE RM 1                           84.728 METERS 23806     |
 QO1456| QO1460 ST CROIX COUNTY HOSP CUPOLA         APPROX.17.5 KM 2404708.8 |
 QO1456| QO1461 ST CROIX COUNTY HOSPITAL TANK       APPROX.17.5 KM 2410324.6 |
 QO1456| CJ3579 HENKE RM 2                           97.710 METERS 31302     |
 QO1456|---------------------------------------------------------------------|
 QO1456
 QO1456                          SUPERSEDED SURVEY CONTROL
 QO1456
 QO1456  NAD 83(1991)-  45 12 30.48263(N)    092 22 10.25960(W) AD(       ) 1
 QO1456  NAD 83(1986)-  45 12 30.47241(N)    092 22 10.26882(W) AD(       ) 1
 QO1456  NAD 27      -  45 12 30.60000(N)    092 22 09.58400(W) AD(       ) 1
 QO1456
 QO1456.Superseded values are not recommended for survey control.
 QO1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1456.See file dsdata.txt to determine how the superseded data were derived.
 QO1456
 QO1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4951106302(NAD 83)
 QO1456_MARKER: DS = TRIANGULATION STATION DISK
 QO1456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO1456_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QO1456
 QO1456  HISTORY     - Date     Condition        Report By
 QO1456  HISTORY     - 1934     MONUMENTED       CGS
 QO1456
 QO1456                          STATION DESCRIPTION
 QO1456
 QO1456'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QO1456'THIS STATION IS ABOUT 11 MILES NORTHEAST OF NEW RICHMOND, ABOUT
 QO1456'6 MILES SOUTHWEST OF CLEAR LAKE, ABOUT 8 MILES NORTHWEST OF
 QO1456'EMERALD, IN THE NORTHEAST QUARTER OF SEC. 5, T. 31 N., R. 16 W.,
 QO1456'ON LAND OWNED AND OCCUPIED BY P. HENKE.  THE MARK IS SET
 QO1456'IN CULTIVATED FIELD ABOUT 0.1 MILE WEST OF THE HENKE HOUSE AT
 QO1456'THE SOUTHWEST CORNER OF A LARGE STONE PILE WITH A SMALL OAK
 QO1456'TREE GROWING OUT OF THE CENTER.  IT IS ABOUT 100 YARDS SOUTH
 QO1456'OF EAST-WEST FENCE LINE AND 100 YARDS EAST OF NORTH-SOUTH
 QO1456'FENCE LINE.  MARK PROJECTS 10 INCHES.
 QO1456'
 QO1456'TO REACH FROM NEW RICHMOND GO EAST ON STATE HIGHWAY 64 FOR
 QO1456'8.45 MILES TO JUNCTION WITH STATE HIGHWAY 46.  GO NORTH ON
 QO1456'HIGHWAY 46 FOR 4.0 MILES TO CROSS ROAD, COUNTY HIGHWAY H.  GO
 QO1456'EAST ON HIGHWAY H FOR 1.0 MILE TO CROSSROADS.  HERE GO NORTH
 QO1456'FOR 0.95 MILE TO HENKES HOUSE ON LEFT.  FROM DOORYARD GO WEST
 QO1456'ON NORTH SIDE OF HOUSE ACROSS CULTIVATED FIELD 0.15 MILE TO
 QO1456'STATION.
 QO1456'
 QO1456'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION ON THE WEST
 QO1456'EDGE OF THE FIELD, 2 FEET EAST OF NORTH-SOUTH FENCE LINE AND
 QO1456'PROJECTS 9 INCHES.
 QO1456'
 QO1456'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION ON THE WEST
 QO1456'EDGE OF THE FIELD, 2 FEET EAST OF FENCE LINE, ABOUT 70 FEET
 QO1456'SOUTH OF THE NORTH END OF THE FIELD, AND PROJECTS 12 INCHES.
 QO1456'
 QO1456'AZIMUTH MARK IS SOUTHEAST OF THE STATION ABOUT 0.2 MILE SOUTH
 QO1456'OF HENKES HOUSE, IN FENCE LINE ALONG THE WEST EDGE OF THE
 QO1456'RIGHT-OF-WAY, 23 FEET WEST OF THE CENTER OF THE ROAD, AND
 QO1456'PROJECTS 12 INCHES.
 QO1456'
 QO1456'LIGHTS 74 FEET ABOVE STATIONS LENSELINK, EMERALD, AND NEW
 QO1456'RICHMOND ARE VISIBLE FROM THE GROUND AT THIS STATION.
 QO1456'
 QO1456'A LIGHT 87 FEET ABOVE STATION HILL IS VISIBLE FROM THE GROUND
 QO1456'AT THIS STATION.
 QO1456'
 QO1456'A LIGHT 60 FEET ABOVE STATION GUNDERSON COMES INTO VIEW 52 FEET
 QO1456'ABOVE THE GROUND.
 QO1456'
 QO1456'IMPOSSIBLE TO MEASURE BETWEEN REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5132 ***********************************************************************
 DH5132  DESIGNATION -  HENRIETTA C GPS
 DH5132  PID         -  DH5132
 DH5132  STATE/COUNTY-  WI/RICHLAND
 DH5132  USGS QUAD   -  VALTON (1983)
 DH5132
 DH5132                         *CURRENT SURVEY CONTROL
 DH5132  ___________________________________________________________________
 DH5132* NAD 83(1997)-  43 31 00.90109(N)    090 21 28.46735(W)     ADJUSTED  
 DH5132* NAVD 88     -                                                        
 DH5132  ___________________________________________________________________
 DH5132  X           -     -28,939.191 (meters)                     COMP
 DH5132  Y           -  -4,632,681.661 (meters)                     COMP
 DH5132  Z           -   4,369,489.856 (meters)                     COMP
 DH5132  LAPLACE CORR-          -6.56  (seconds)                    DEFLEC99
 DH5132  ELLIP HEIGHT-         239.52  (meters)          (08/01/05) GPS OBS
 DH5132  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 DH5132
 DH5132  HORZ ORDER  -  FIRST
 DH5132  ELLP ORDER  -  SECOND    CLASS I
 DH5132
 DH5132.The horizontal coordinates were established by GPS observations
 DH5132.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5132
 DH5132
 DH5132.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5132
 DH5132.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5132
 DH5132.The ellipsoidal height was determined by GPS observations
 DH5132.and is referenced to NAD 83.
 DH5132
 DH5132.The geoid height was determined by GEOID03.
 DH5132
 DH5132;                    North         East     Units Scale Factor Converg.
 DH5132;SPC WI S     -   168,577.443   571,063.687   MT  0.99993458   -0 14 45.3
 DH5132;SPC WI S     -   553,074.49  1,873,564.78   sFT  0.99993458   -0 14 45.3
 DH5132;UTM  15      - 4,821,611.604   713,542.572   MT  1.00016094   +1 49 11.8
 DH5132
 DH5132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5132!SPC WI S     -   0.99996244  x   0.99993458  =   0.99989702
 DH5132!UTM  15      -   0.99996244  x   1.00016094  =   1.00012338
 DH5132
 DH5132                          SUPERSEDED SURVEY CONTROL
 DH5132
 DH5132.No superseded survey control is available for this station.
 DH5132
 DH5132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ1354321612(NAD 83)
 DH5132_MARKER: DD = SURVEY DISK
 DH5132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5132_STAMPING: HENRIETTA C GPS 2004
 DH5132_MARK LOGO: WIDT  
 DH5132_PROJECTION: FLUSH
 DH5132_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5132+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5132
 DH5132  HISTORY     - Date     Condition        Report By
 DH5132  HISTORY     - 2003     MONUMENTED       WIDT
 DH5132
 DH5132                          STATION DESCRIPTION
 DH5132
 DH5132'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5132'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH5132'STATION FROM THE  JUNCTION OF STATE HIGHWAY 80 WITH COUNTY HIGHWAY CC
 DH5132'ABOUT 12 MI NORTH OF THE CITY OF  RICHLAND CENTER, GO NORTH ON STATE
 DH5132'HIGHWAY 80 FOR 0.35 MI TO THE STATION ON THE LEFT.   THE STATION IS A
 DH5132'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY  CONTROL
 DH5132'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT 2
 DH5132'M ABOVE  THE HIGHWAY PAVEMENT.  THE STATION IS 15.4 M WEST OF THE
 DH5132'CENTERLINE OF STATE HIGHWAY 80,  0.05 MI SOUTH OF THE EXTENDED
 DH5132'CENTERLINE OF --ST PATRICKS CEMETERY--, AND 1.0 M EAST,  SOUTHWEST,
 DH5132'AND NORTHWEST OF THREE ORANGE 4X4 PLASTIC WITNESS POSTS.
 DH5132'---NOTE---THIS  STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH5132'THAN 15 DEGREES ABOVE THE  HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5130 ***********************************************************************
 DH5130  DESIGNATION -  HENRIETTA E GPS
 DH5130  PID         -  DH5130
 DH5130  STATE/COUNTY-  WI/RICHLAND
 DH5130  USGS QUAD   -  ROCKBRIDGE (1983)
 DH5130
 DH5130                         *CURRENT SURVEY CONTROL
 DH5130  ___________________________________________________________________
 DH5130* NAD 83(1997)-  43 28 05.62418(N)    090 18 43.78228(W)     ADJUSTED  
 DH5130* NAVD 88     -                                                        
 DH5130  ___________________________________________________________________
 DH5130  X           -     -25,260.603 (meters)                     COMP
 DH5130  Y           -  -4,636,415.656 (meters)                     COMP
 DH5130  Z           -   4,365,555.216 (meters)                     COMP
 DH5130  LAPLACE CORR-          -5.41  (seconds)                    DEFLEC99
 DH5130  ELLIP HEIGHT-         224.69  (meters)          (08/01/05) GPS OBS
 DH5130  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 DH5130
 DH5130  HORZ ORDER  -  FIRST
 DH5130  ELLP ORDER  -  SECOND    CLASS I
 DH5130
 DH5130.The horizontal coordinates were established by GPS observations
 DH5130.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5130
 DH5130
 DH5130.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5130
 DH5130.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5130
 DH5130.The ellipsoidal height was determined by GPS observations
 DH5130.and is referenced to NAD 83.
 DH5130
 DH5130.The geoid height was determined by GEOID03.
 DH5130
 DH5130;                    North         East     Units Scale Factor Converg.
 DH5130;SPC WI S     -   163,153.625   574,741.906   MT  0.99993323   -0 12 52.2
 DH5130;SPC WI S     -   535,279.85  1,885,632.40   sFT  0.99993323   -0 12 52.2
 DH5130;UTM  15      - 4,816,322.598   717,414.768   MT  1.00018148   +1 50 59.4
 DH5130
 DH5130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5130!SPC WI S     -   0.99996477  x   0.99993323  =   0.99989800
 DH5130!UTM  15      -   0.99996477  x   1.00018148  =   1.00014624
 DH5130
 DH5130                          SUPERSEDED SURVEY CONTROL
 DH5130
 DH5130.No superseded survey control is available for this station.
 DH5130
 DH5130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ1741516323(NAD 83)
 DH5130_MARKER: DD = SURVEY DISK
 DH5130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5130_STAMPING: HENRIETTA E GPS 2004
 DH5130_MARK LOGO: WIDT  
 DH5130_PROJECTION: FLUSH
 DH5130_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5130+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5130
 DH5130  HISTORY     - Date     Condition        Report By
 DH5130  HISTORY     - 2003     MONUMENTED       WIDT
 DH5130
 DH5130                          STATION DESCRIPTION
 DH5130
 DH5130'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5130'OWNERSHIP--RICHLAND COUNTY.  TO REACH THE STATION FROM THE  JUNCTION
 DH5130'OF STATE HIGHWAY 80 WITH COUNTY HIGHWAY I ABOUT 13 MI SOUTH OF THE
 DH5130'CITY  OF HILLSBORO, GO EAST ON COUNTY HIGHWAY I FOR 2.2 MI TO HAWKINS
 DH5130'CREEK DRIVE ON THE LEFT,  CONTINUE EAST ON COUNTY HIGHWAY I FOR 0.3 MI
 DH5130'TO THE STATION ON THE LEFT.  THE STATION IS A  BRONZE WISCONSIN
 DH5130'DEPARTMENT OF TRANSPORTATION GEODETIC  SURVEY CONTROL STATION DISK SET
 DH5130'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT  LEVEL WITH THE
 DH5130'HIGHWAY PAVEMENT.  THE STATION IS 7.2 M NORTH OF THE CENTERLINE OF
 DH5130'COUNTY HIGHWAY I, 55.9 M EAST-NORTHEAST OF A POWERPOLE, 29.1 M
 DH5130'NORTH-NORTHWEST OF A POWERPOLE, 1.0 M SOUTH OF AN ORANGE 4X4  PLASTIC
 DH5130'WITNESS POST, 1.0 M EAST-NORTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS
 DH5130'POST AND 1.0  M WEST-NORTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DH5130'---NOTE---THIS STATION HAS NO  VISIBLE  OBSTRUCTIONS EXTENDING HIGHER
 DH5130'THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0794 ***********************************************************************
 RM0794  DESIGNATION -  HERB
 RM0794  PID         -  RM0794
 RM0794  STATE/COUNTY-  WI/BAYFIELD
 RM0794  USGS QUAD   -  BARK BAY (1964)
 RM0794
 RM0794                         *CURRENT SURVEY CONTROL
 RM0794  ___________________________________________________________________
 RM0794* NAD 83(1991)-  46 49 27.75309(N)    091 11 44.55986(W)     ADJUSTED  
 RM0794* NAVD 88     -       267.     (meters)     876.     (feet)  SCALED    
 RM0794  ___________________________________________________________________
 RM0794  LAPLACE CORR-          -7.20  (seconds)                    DEFLEC99
 RM0794  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 RM0794
 RM0794  HORZ ORDER  -  THIRD
 RM0794
 RM0794.The horizontal coordinates were established by classical geodetic methods
 RM0794.and adjusted by the National Geodetic Survey in March 1999..
 RM0794
 RM0794.The orthometric height was scaled from a topographic map.
 RM0794
 RM0794.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0794
 RM0794.The geoid height was determined by GEOID03.
 RM0794
 RM0794;                    North         East     Units Scale Factor Converg.
 RM0794;SPC WI N     -   184,940.322   508,763.875   MT  1.00001106   -0 51 45.2
 RM0794;SPC WI N     -   606,758.37  1,669,169.48   sFT  1.00001106   -0 51 45.2
 RM0794;UTM  15      - 5,187,228.405   637,619.519   MT  0.99983278   +1 18 57.6
 RM0794
 RM0794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0794!SPC WI N     -   0.99996301  x   1.00001106  =   0.99997407
 RM0794!UTM  15      -   0.99996301  x   0.99983278  =   0.99979579
 RM0794
 RM0794:                Primary Azimuth Mark                     Grid Az
 RM0794:SPC WI N     -  EAGLE                                    093 00 35.1
 RM0794:UTM  15      -  EAGLE                                    090 49 52.3
 RM0794
 RM0794|---------------------------------------------------------------------|
 RM0794| PID    Reference Object                     Distance      Geod. Az  |
 RM0794|                                                           dddmmss.s |
 RM0794| RM0793 EAGLE                               APPROX.11.9 KM 0920849.9 |
 RM0794| CJ2630 HERB RM 1                            15.990 METERS 14011     |
 RM0794| CJ2631 HERB RM 2                            16.836 METERS 23421     |
 RM0794|---------------------------------------------------------------------|
 RM0794
 RM0794                          SUPERSEDED SURVEY CONTROL
 RM0794
 RM0794  NAD 83(1991)-  46 49 27.75292(N)    091 11 44.55697(W) AD(       ) 3
 RM0794  NAD 83(1986)-  46 49 27.74625(N)    091 11 44.55208(W) AD(       ) 3
 RM0794  NAD 27      -  46 49 27.99300(N)    091 11 43.88100(W) AD(       ) 3
 RM0794
 RM0794.Superseded values are not recommended for survey control.
 RM0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0794.See file dsdata.txt to determine how the superseded data were derived.
 RM0794
 RM0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM3762087228(NAD 83)
 RM0794_MARKER: DS = TRIANGULATION STATION DISK
 RM0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0794
 RM0794  HISTORY     - Date     Condition        Report By
 RM0794  HISTORY     - 1953     MONUMENTED       CGS
 RM0794  HISTORY     - 1977     GOOD             NGS
 RM0794
 RM0794                          STATION DESCRIPTION
 RM0794
 RM0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 RM0794'THE STATION IS LOCATED ABOUT 22 MILES NORTH-NORTHWEST OF THE
 RM0794'CITY OF ASHLAND, 4-1/2 MILES WEST-SOUTHWEST OF THE VILLAGE OF
 RM0794'CORNUCOPIA AND 2-1/2 MILES EAST OF THE VILLAGE OF HERBSTER.  IT
 RM0794'IS 60 FEET EAST OF A TREE WITH TWO TRIANGLE BLAZES, 27 FEET WEST
 RM0794'OF THE CENTERLINE OF A GRADED ROAD AND 7 FEET SOUTHEAST OF A
 RM0794'WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 RM0794'STAMPED HERB 1953.
 RM0794'
 RM0794'REFERENCE MARK NO 1 IS 22 FEET EAST OF THE CENTERLINE OF NORTH
 RM0794'AND SOUTH GRADED ROAD AND 17 FEET SOUTHEAST OF A TREE WITH TWO
 RM0794'TRIANGLE BLAZES.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 RM0794'STAMPED HERB NO 1 1953.
 RM0794'
 RM0794'REFERENCE MARK NO 2 IS 50 FEET NORTH OF THE CENTER OF A FORK AND
 RM0794'19 FEET NORTH-NORTHEAST OF THE CENTERLINE OF A GRADED ROAD.  THE
 RM0794'MARK PROJECTS 10 INCHES AND THE DISK IS STAMPED HERB NO 2 1953.
 RM0794'
 RM0794'NO AZIMUTH MARK WAS SET.
 RM0794'
 RM0794'TO REACH FROM THE POST OFFICE IN THE VILLAGE OF CORNUCOPIA, GO
 RM0794'NORTH FOR 0.1 MILE TO STATE ROUTE 13, TURN LEFT (WEST) ON
 RM0794'STATE ROUTE 13 FOR 4.05 MILES TO A SIDE ROAD (GRADED), TURN
 RM0794'LEFT (SOUTH) FOR 1.55 MILES TO FORKS.  TAKE RIGHT FORK FOR 0.05
 RM0794'MILE TO THE STATION SITE ON THE RIGHT AS DESCRIBED.
 RM0794'
 RM0794'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 RM0794
 RM0794                          STATION RECOVERY (1977)
 RM0794
 RM0794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 RM0794'STATION MARK AND REFERENCE MARK 1 RECOVERED IN GOOD
 RM0794'CONDITION.  REFERENCE MARK 2 FOUND LYING ON SIDE UNDER PILE OF LOGS.
 RM0794'
 RM0794'STATION IS ABOUT 18 MILES WEST OF BAYFIELD AND 2-1/2 MILES EAST
 RM0794'OF HERBSTER.  STATION MARK IS 33 PACES NORTH OF THE APEX OF ROAD
 RM0794'FORK, 27 FEET NE OF CENTER OF NW BOUND GRADED ROAD, 12 FEET NORTH
 RM0794'OF SOUTH GATE POST OF WIRE GATE, 6 FEET ESE OF SOUTH END OF NARROW
 RM0794'STRIP OF TIMBER THAT SEPARATES FIELD FROM ROAD AND IN GATEWAY TO
 RM0794'FIELD.  THE MARK IS FLUSH AND DISK IS STAMPED HERB 1953.
 RM0794'
 RM0794'REFERENCE MARK 1 IS 14 PACES NE OF THE APEX OF ROAD FORK, 22 FEET
 RM0794'NE OF CENTER OF GRADE ROAD AND IN A FENCE LINE.  THE MARK IS FLUSH
 RM0794'AND THE DISK IS STAMPED HERB NO 1 1953.
 RM0794'
 RM0794'TO REACH THE STATION FROM THE POST OFFICE IN CORNUCOPIA, GO NORTH
 RM0794'FOR 0.1 MILE TO JUNCTION WITH STATE HIGHWAY 13.  TURN LEFT AND
 RM0794'GO WESTERLY ON HIGHWAY 13 FOR 4.0 MILES TO A GRADED ROAD
 RM0794'LEFT.  TURN LEFT AND GO SOUTH AND WESTERLY ON GRADED ROAD FOR 1.55
 RM0794'MILE TO A FORK.  BEAR RIGHT AND GO NW FOR 0.05 MILE TO GATE AND
 RM0794'STATION ON THE RIGHT.
 RM0794'
 RM0794'NOTE--LINE TOWARD STATION EAGLE IS STILL VISIBLE FROM 4 FOOT
 RM0794'STAND BUT LINE TOWARD LENAWEE HAS GROWN UP AND WOULD REQUIRE
 RM0794'QUITE A BIT OF CLEARING AND WOULD REQUIRE ABOUT 60 FEET TO CLEAR
 RM0794'IN OTHER DIRECTIONS.
 RM0794'
 RM0794'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RM0794'ABOUT 2-1/2 MILES EAST OF HERBSTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1343 ***********************************************************************
 PN1343  DESIGNATION -  HERB
 PN1343  PID         -  PN1343
 PN1343  STATE/COUNTY-  WI/SHAWANO
 PN1343  USGS QUAD   -  TIGERTON (1981)
 PN1343
 PN1343                         *CURRENT SURVEY CONTROL
 PN1343  ___________________________________________________________________
 PN1343* NAD 83(1991)-  44 43 38.93962(N)    089 02 16.37848(W)     ADJUSTED  
 PN1343* NAVD 88     -       307.5    (meters)    1009.     (feet)  VERTCON   
 PN1343  ___________________________________________________________________
 PN1343  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 PN1343  GEOID HEIGHT-         -36.07  (meters)                     GEOID03
 PN1343
 PN1343  HORZ ORDER  -  SECOND
 PN1343
 PN1343.The horizontal coordinates were established by classical geodetic methods
 PN1343.and adjusted by the National Geodetic Survey in November 1991..
 PN1343
 PN1343.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1343
 PN1343.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1343
 PN1343.The geoid height was determined by GEOID03.
 PN1343
 PN1343;                    North         East     Units Scale Factor Converg.
 PN1343;SPC WI C     -    99,807.827   676,212.577   MT  0.99994406   +0 40 43.9
 PN1343;SPC WI C     -   327,452.85  2,218,540.76   sFT  0.99994406   +0 40 43.9
 PN1343;UTM  16      - 4,954,698.045   338,623.734   MT  0.99992025   -1 26 04.0
 PN1343
 PN1343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1343!SPC WI C     -   0.99995744  x   0.99994406  =   0.99990150
 PN1343!UTM  16      -   0.99995744  x   0.99992025  =   0.99987769
 PN1343
 PN1343|---------------------------------------------------------------------|
 PN1343| PID    Reference Object                     Distance      Geod. Az  |
 PN1343|                                                           dddmmss.s |
 PN1343| CS5812 HERB RM 1                            42.004 METERS 20532     |
 PN1343| CS5813 HERB RM 2                            26.792 METERS 32055     |
 PN1343|---------------------------------------------------------------------|
 PN1343
 PN1343                          SUPERSEDED SURVEY CONTROL
 PN1343
 PN1343  NAD 83(1986)-  44 43 38.93884(N)    089 02 16.38542(W) AD(       ) 2
 PN1343  NGVD 29 (03/29/91)  307.6    (m)         1009.     (f) VERT ANG       
 PN1343
 PN1343.Superseded values are not recommended for survey control.
 PN1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1343.See file dsdata.txt to determine how the superseded data were derived.
 PN1343
 PN1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ3862454698(NAD 83)
 PN1343_MARKER: DE = TRAVERSE STATION DISK
 PN1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN1343_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1343+STABILITY: SURFACE MOTION
 PN1343
 PN1343  HISTORY     - Date     Condition        Report By
 PN1343  HISTORY     - 1979     MONUMENTED       WIDT
 PN1343  HISTORY     - 20030510 MARK NOT FOUND   GEOCAC
 PN1343
 PN1343                          STATION DESCRIPTION
 PN1343
 PN1343'DESCRIBED BY WI DEPT OF TRANSP 1979 (LTK)
 PN1343'THE STATION IS LOCATED ABOUT 1.01 MILES SOUTHEAST OF TIGERTON AND 1.34
 PN1343'MILES NORTHWEST OF SPLIT ROCK NEAR THE PI OF A CURVE ON USH 45.
 PN1343'
 PN1343'TO REACH THE STATION FROM THE JUNCTION OF USH 45 AND CTH M NEAR THE
 PN1343'SOUTHEAST EDGE OF TIGERTON GO SOUTHEAST ALONG USH 45 FOR 1.01 MILES TO
 PN1343'THE STATION ON THE LEFT AND NORTHEAST SIDE OF THE HIGHWAY NEAR THE PI
 PN1343'OF A CURVE.
 PN1343'
 PN1343'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---HERB 1979---.  THE
 PN1343'SURFACE DISK IS SET IN THE TOP OF A 13 INCH CYLINDRICAL CONCRETE
 PN1343'MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 127 FEET
 PN1343'NORTHWEST OF THE CENTERLINE OF A DRIVEWAY, 52 FEET NORTHEAST OF THE
 PN1343'CENTERLINE OF USH 45, 8 FEET SOUTHWEST OF A FENCE LINE, AND 3.3 FEET
 PN1343'WEST SOUTHWEST OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET
 PN1343'IN AN IRREGULAR MASS OF CONCRETE 4.5 FEET BELOW GROUND.
 PN1343'
 PN1343'REFERENCE MARK 1 IS A STANDARD WIDT DISK STAMPED---HERB RM 1 1979---
 PN1343'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 PN1343'PROJECTS 9 INCHES ABOVE GROUND.  IT IS 70 FEET SOUTHWEST OF THE
 PN1343'CENTERLINE OF USH 45, 43 FEET SOUTHEAST OF TELEPHONE POLE NUMBER 28,
 PN1343'38 FEET NORTHEAST OF THE CENTERLINE OF A RAILROAD TRACK, AND 15 FEET
 PN1343'WEST OF POWER POLE NUMBER 26-12-15.
 PN1343'
 PN1343'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---HERB RM 2 1979---
 PN1343'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 PN1343'PROJECTS 4 INCHES ABOVE GROUND.  IT IS 215 NORTHWEST OF THE CENTERLINE
 PN1343'OF A DRIVEWAY, 88 FEET NORTH OF A METAL WITNESS POST, 51.5 FEET
 PN1343'NORTHEAST OF THE CENTERLINE OF USH 45, AND 9 FEET SOUTHWEST OF A
 PN1343'FENCE LINE.
 PN1343'
 PN1343'NO AZIMUTH MARK WAS SET.  HEIGHT OF LIGHT ABOVE MARK WAS 1.28 METERS.
 PN1343
 PN1343                          STATION RECOVERY (2003)
 PN1343
 PN1343'RECOVERY NOTE BY GEOCACHING 2003 (RFC)
 PN1343'WITNESS POST FOUND LAYING IN THE GRASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0082 ***********************************************************************
 QM0082  DESIGNATION -  HERMAN
 QM0082  PID         -  QM0082
 QM0082  STATE/COUNTY-  WI/FOREST
 QM0082  USGS QUAD   -  OTTER LAKE (1972)
 QM0082
 QM0082                         *CURRENT SURVEY CONTROL
 QM0082  ___________________________________________________________________
 QM0082* NAD 83(1991)-  45 24 09.17396(N)    088 37 07.21507(W)     ADJUSTED  
 QM0082* NAVD 88     -       461.822  (meters)    1515.16   (feet)  ADJUSTED  
 QM0082  ___________________________________________________________________
 QM0082  LAPLACE CORR-          -6.18  (seconds)                    DEFLEC99
 QM0082  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 QM0082  DYNAMIC HT  -         461.769 (meters)    1514.99  (feet)  COMP
 QM0082  MODELED GRAV-     980,487.4   (mgal)                       NAVD 88
 QM0082
 QM0082  HORZ ORDER  -  FIRST
 QM0082  VERT ORDER  -  FIRST     CLASS II
 QM0082
 QM0082.The horizontal coordinates were established by classical geodetic methods
 QM0082.and adjusted by the National Geodetic Survey in November 1991..
 QM0082
 QM0082.The orthometric height was determined by differential leveling
 QM0082.and adjusted by the National Geodetic Survey in June 1991..
 QM0082
 QM0082.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0082
 QM0082.The geoid height was determined by GEOID03.
 QM0082
 QM0082.The dynamic height is computed by dividing the NAVD 88
 QM0082.geopotential number by the normal gravity value computed on the
 QM0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0082.degrees latitude (g = 980.6199 gals.).
 QM0082
 QM0082.The modeled gravity was interpolated from observed gravity values.
 QM0082
 QM0082;                    North         East     Units Scale Factor Converg.
 QM0082;SPC WI N     -    27,157.361   708,146.305   MT  1.00003383   +0 59 47.2
 QM0082;SPC WI N     -    89,098.78  2,323,310.00   sFT  1.00003383   +0 59 47.2
 QM0082;SPC WI C     -   175,294.559   708,141.033   MT  0.99998290   +0 58 28.7
 QM0082;SPC WI C     -   575,112.23  2,323,292.71   sFT  0.99998290   +0 58 28.7
 QM0082;UTM  16      - 5,028,944.336   373,320.663   MT  0.99979731   -1 09 09.9
 QM0082
 QM0082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0082!SPC WI N     -   0.99993304  x   1.00003383  =   0.99996687
 QM0082!SPC WI C     -   0.99993304  x   0.99998290  =   0.99991594
 QM0082!UTM  16      -   0.99993304  x   0.99979731  =   0.99973037
 QM0082
 QM0082                          SUPERSEDED SURVEY CONTROL
 QM0082
 QM0082  NAD 83(1986)-  45 24 09.17453(N)    088 37 07.23568(W) AD(       ) 1
 QM0082  NAD 27      -  45 24 09.29000(N)    088 37 06.84400(W) AD(       ) 1
 QM0082  NGVD 29 (??/??/92)  461.808  (m)         1515.12   (f) ADJ UNCH    1 2
 QM0082
 QM0082.Superseded values are not recommended for survey control.
 QM0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0082.See file dsdata.txt to determine how the superseded data were derived.
 QM0082
 QM0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR7332128944(NAD 83)
 QM0082_MARKER: DS = TRIANGULATION STATION DISK
 QM0082_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QM0082_SP_SET: RAIL
 QM0082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0082
 QM0082  HISTORY     - Date     Condition        Report By
 QM0082  HISTORY     - 1921     MONUMENTED       CGS
 QM0082  HISTORY     - 1922     GOOD             NGS
 QM0082  HISTORY     - 1934     GOOD             NGS
 QM0082  HISTORY     - 1972     MARK NOT FOUND   USGS
 QM0082  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0082
 QM0082                          STATION DESCRIPTION
 QM0082
 QM0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0082'STATION IS ABOUT 3/4 MILE N OF CARTER, 200 METERS N OF MILEPOST
 QM0082'G.B. 75 ON THE EXTENSION OF THE W RAIL FROM THE S AND 51.73
 QM0082'METERS (169.718 FEET) E OF THE E RAIL.
 QM0082'
 QM0082'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS
 QM0082'SET IN CONCRETE.
 QM0082
 QM0082                          STATION RECOVERY (1922)
 QM0082
 QM0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 QM0082'0.5 MI N FROM CARTER.
 QM0082'ABOUT 3/4 MILE NORTH OF CARTER, 200 METERS NORTH OF MILE POST
 QM0082'G.B. 75, ON THE EXTENSION OF THE WEST RAIL FROM THE SOUTH AND
 QM0082'51.73 METERS (169.718 FT.) EAST OF THE EAST RAIL OF THE C. AND
 QM0082'N.W. RY.
 QM0082
 QM0082                          STATION RECOVERY (1934)
 QM0082
 QM0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QM0082'RECOVERED IN GOOD CONDITION.
 QM0082
 QM0082                          STATION RECOVERY (1972)
 QM0082
 QM0082'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (RLB)
 QM0082'LOOKED FOR BUT NOT FOUND.  PROBABLY DESTROYED.  LOCATION IS
 QM0082'IN CULTIVATED FIELD.
 QM0082
 QM0082                          STATION RECOVERY (1985)
 QM0082
 QM0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1378 ***********************************************************************
 OM1378  DESIGNATION -  HERMAN E GPS
 OM1378  PID         -  OM1378
 OM1378  STATE/COUNTY-  WI/DODGE
 OM1378  USGS QUAD   -  NENNO (1976)
 OM1378
 OM1378                         *CURRENT SURVEY CONTROL
 OM1378  ___________________________________________________________________
 OM1378* NAD 83(1997)-  43 23 56.72563(N)    088 25 24.81938(W)     ADJUSTED  
 OM1378* NAVD 88     -       332.064  (meters)    1089.45   (feet)  ADJUSTED  
 OM1378  ___________________________________________________________________
 OM1378  X           -     127,699.121 (meters)                     COMP
 OM1378  Y           -  -4,640,061.585 (meters)                     COMP
 OM1378  Z           -   4,360,026.915 (meters)                     COMP
 OM1378  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 OM1378  ELLIP HEIGHT-         297.29  (meters)          (11/17/00) GPS OBS
 OM1378  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 OM1378  DYNAMIC HT  -         331.987 (meters)    1089.19  (feet)  COMP
 OM1378  MODELED GRAV-     980,377.5   (mgal)                       NAVD 88
 OM1378  OBS GRAVITY -     980,374.9   (mgal)                       GRAV_OBS
 OM1378
 OM1378  HORZ ORDER  -  FIRST
 OM1378  VERT ORDER  -  SECOND    CLASS I
 OM1378  ELLP ORDER  -  THIRD     CLASS II
 OM1378
 OM1378.The horizontal coordinates were established by GPS observations
 OM1378.and adjusted by the National Geodetic Survey in July 2000..
 OM1378
 OM1378.The orthometric height was determined by differential leveling
 OM1378.and adjusted by the National Geodetic Survey in October 2000..
 OM1378
 OM1378.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1378
 OM1378.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1378
 OM1378.The ellipsoidal height was determined by GPS observations
 OM1378.and is referenced to NAD 83.
 OM1378
 OM1378.The geoid height was determined by GEOID03.
 OM1378
 OM1378.The dynamic height is computed by dividing the NAVD 88
 OM1378.geopotential number by the normal gravity value computed on the
 OM1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM1378.degrees latitude (g = 980.6199 gals.).
 OM1378
 OM1378.The modeled gravity was interpolated from observed gravity values.
 OM1378.The observed gravity was obtained from relative gravimeter ties
 OM1378.to the IGSN71 gravity network.
 OM1378
 OM1378;                    North         East     Units Scale Factor Converg.
 OM1378;SPC WI S     -   156,632.550   727,693.071   MT  0.99993255   +1 04 59.4
 OM1378;SPC WI S     -   513,885.29  2,387,439.68   sFT  0.99993255   +1 04 59.4
 OM1378;UTM  16      - 4,806,118.730   384,721.002   MT  0.99976347   -0 58 41.5
 OM1378
 OM1378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1378!SPC WI S     -   0.99995338  x   0.99993255  =   0.99988594
 OM1378!UTM  16      -   0.99995338  x   0.99976347  =   0.99971686
 OM1378
 OM1378                          SUPERSEDED SURVEY CONTROL
 OM1378
 OM1378  ELLIP H (07/06/00)  297.29   (m)                       GP(       ) 2 1
 OM1378  NAVD 88 (07/06/00)  332.07   (m)         1089.5    (f) LEVELING    3  
 OM1378
 OM1378.Superseded values are not recommended for survey control.
 OM1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1378.See file dsdata.txt to determine how the superseded data were derived.
 OM1378
 OM1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8472106119(NAD 83)
 OM1378_MARKER: DD = SURVEY DISK
 OM1378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1378_SP_SET: CONCRETE POST
 OM1378_STAMPING: HERMAN E GPS 1992
 OM1378_MARK LOGO: WI-027
 OM1378_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM1378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1378+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2006
 OM1378
 OM1378  HISTORY     - Date     Condition        Report By
 OM1378  HISTORY     - 1992     MONUMENTED       WI-027
 OM1378  HISTORY     - 19931122 GOOD             WIDT
 OM1378  HISTORY     - 19990727 GOOD             WIDT
 OM1378  HISTORY     - 20030807 GOOD             USPSQD
 OM1378  HISTORY     - 20040602 GOOD             WIDT
 OM1378  HISTORY     - 20050705 GOOD             WIDT
 OM1378  HISTORY     - 20060909 GOOD             USPSQD
 OM1378
 OM1378                          STATION DESCRIPTION
 OM1378
 OM1378'DESCRIBED BY WI DEPT OF TRANSP 1993
 OM1378'STATION IS PART OF GRAVITY DENSIFICATION PROJECT, LOCATED IN WIDOT
 OM1378'DODGE COUNTY GRID REFERENCE I16, ABOUT 9.6 KM (5.95 MI) NORTHWEST OF
 OM1378'HARTFORD, 2.0 KM (1.25 MI) WEST OF THE DODGE-WASHINGTON COUNTY LINE,
 OM1378'IN THE SOUTHEAST CORNER OF THE SOUTHEAST 1/4 OF SECTION 23, T11N,
 OM1378'R17E, IN A CUT SECTION ON HIGHWAY RIGHT-OF-WAY.  CONTACT DODGE COUNTY
 OM1378'SURVEYORS OFFICE AT 414-386-3770 CONCERNING STATION COORDINATES.
 OM1378'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY TRUNK HIGHWAY PS
 OM1378'AND ILLINOIS ROAD, GO WEST ON ILLINOIS ROAD FOR 0.24 KM (0.15 MI) TO
 OM1378'THE STATION ON THE RIGHT.
 OM1378'STATION IS A BRASS DISK SET IN TOP OF A 45 CM ROUND CONCRETE MONUMENT
 OM1378'FLUSH WITH THE GROUND.  IT IS 8.5 M (27.9 FT) NORTH FROM THE CENTER
 OM1378'OF ILLINOIS ROAD AND 0.4 M (1.3 FT) WEST FROM A WHITE PLASTIC T-POST.
 OM1378
 OM1378                          STATION RECOVERY (1999)
 OM1378
 OM1378'RECOVERY NOTE BY WI DEPT OF TRANSP 1999 (DJH)
 OM1378'THE STATION IS LOCATED ABOUT 19.3 KM (12.00 MI) WEST-SOUTHWEST OF WEST
 OM1378'BEND AND 9.7 KM (6.00 MI) NORTH-NORTHWEST OF HARTFORD. OWNERSHIP--TOWN
 OM1378'OF HERMAN.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 OM1378'175 WITH STATE HIGHWAY 33, IN THE COMMUNITY OF ADDISON, GO WEST ON
 OM1378'STATE HIGHWAY 33 FOR 3.9 KM (2.40 MI) TO COUNTY HIGHWAY PS TURN LEFT
 OM1378'AND GO SOUTH ON COUNTY HIGHWAY PS FOR 2.82 KM (1.75 MI) TO ILLINOIS
 OM1378'ROAD, TURN RIGHT AND GO WEST ON ILLINOIS ROAD FOR 0.2 KM (0.10 MI) TO
 OM1378'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE DODGE COUNTY
 OM1378'GEODETIC SURVEY CONTROL STATION DISK STAMPED --HERMAN E GPS 1992-- AND
 OM1378'SET IN THE TOP OF A 45 CM (18-INCH) DIAMETER CONCRETE POST FLUSH WITH
 OM1378'THE GROUND AND ABOUT 0.5 M (1.6 FT) ABOVE THE ROAD PAVEMENT.  THE
 OM1378'STATION IS 8.5 M (27.9 FT) NORTH OF THE CENTERLINE OF ILLINOIS ROAD,
 OM1378'37.7 M (123.7 FT) NORTHEAST OF THE CENTER OF A 30 CM (12-INCH)
 OM1378'DIAMETER ELM TREE, 14.6 M (47.9 FT) NORTHEAST OF WOOD POST FOR --STOP
 OM1378'AHEAD-- SIGN, AND 0.5 M (1.6 FT) WEST OF A WHITE PLASTIC WITNESS POST.
 OM1378'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING TO MORE
 OM1378'THAN 15 DEGREES ABOVE THE HORIZON.
 OM1378
 OM1378                          STATION RECOVERY (2003)
 OM1378
 OM1378'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM1378'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1 M EAST AND 1 M
 OM1378'WEST OF TWO 4X4 ORANGE PLASTIC GUARD POSTS.  THERE IS NO WHITE PLASTIC
 OM1378'WITNESS POST PRESENT.
 OM1378
 OM1378                          STATION RECOVERY (2004)
 OM1378
 OM1378'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 OM1378'RECOVERED AS DESCRIBED.
 OM1378' 
 OM1378
 OM1378                          STATION RECOVERY (2005)
 OM1378
 OM1378'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 OM1378'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M NORTH, 1.0 M
 OM1378'EAST, AND 1.0 M WEST OF THREE ORANGE PLASTIC GUARD POSTS.
 OM1378
 OM1378                          STATION RECOVERY (2006)
 OM1378
 OM1378'RECOVERY NOTE BY US POWER SQUADRON 2006
 OM1378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI5993 ***********************************************************************
 AI5993  DESIGNATION -  HERMAN E GPS AZ MK
 AI5993  PID         -  AI5993
 AI5993  STATE/COUNTY-  WI/DODGE
 AI5993  USGS QUAD   -  NENNO (1976)
 AI5993
 AI5993                         *CURRENT SURVEY CONTROL
 AI5993  ___________________________________________________________________
 AI5993* NAD 83(1986)-  43 23 56.     (N)    088 25 06.     (W)     SCALED    
 AI5993* NAVD 88     -       325.472  (meters)    1067.82   (feet)  ADJUSTED  
 AI5993  ___________________________________________________________________
 AI5993  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 AI5993  DYNAMIC HT  -         325.396 (meters)    1067.57  (feet)  COMP
 AI5993  MODELED GRAV-     980,377.3   (mgal)                       NAVD 88
 AI5993
 AI5993  VERT ORDER  -  SECOND    CLASS I
 AI5993
 AI5993.The horizontal coordinates were scaled from a topographic map and have
 AI5993.an estimated accuracy of +/- 6 seconds.
 AI5993
 AI5993.The orthometric height was determined by differential leveling
 AI5993.and adjusted by the National Geodetic Survey in October 2000..
 AI5993
 AI5993.The geoid height was determined by GEOID03.
 AI5993
 AI5993.The dynamic height is computed by dividing the NAVD 88
 AI5993.geopotential number by the normal gravity value computed on the
 AI5993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5993.degrees latitude (g = 980.6199 gals.).
 AI5993
 AI5993.The modeled gravity was interpolated from observed gravity values.
 AI5993
 AI5993;                    North         East    Units  Estimated Accuracy
 AI5993;SPC WI S     -   156,620.      728,120.      MT  (+/- 180 meters Scaled)
 AI5993
 AI5993                          SUPERSEDED SURVEY CONTROL
 AI5993
 AI5993.No superseded survey control is available for this station.
 AI5993
 AI5993_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP851060(NAD 83)
 AI5993_MARKER: DZ = AZIMUTH MARK DISK
 AI5993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5993_STAMPING: HERMAN E GPS AZ MK 1992
 AI5993_MARK LOGO: WI-027
 AI5993_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI5993_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5993+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2006
 AI5993
 AI5993  HISTORY     - Date     Condition        Report By
 AI5993  HISTORY     - 1992     MONUMENTED       WI-027
 AI5993  HISTORY     - 19990727 GOOD             WIDT
 AI5993  HISTORY     - 20030807 MARK NOT FOUND   USPSQD
 AI5993  HISTORY     - 20040628 GOOD             WIDT
 AI5993  HISTORY     - 20060909 GOOD             USPSQD
 AI5993
 AI5993                          STATION DESCRIPTION
 AI5993
 AI5993'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI5993'THE STATION IS LOCATED ABOUT 18.5 KM (11.50 MI) WEST-SOUTHWEST OF WEST
 AI5993'BEND AND 9.7 KM (6.00 MI) NORTH-NORTHWEST OF HARTFORD. OWNERSHIP--TOWN
 AI5993'OF HERMAN.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 AI5993'175 WITH STATE HIGHWAY 33, IN THE COMMUNITY OF ADDISON, GO WEST ON
 AI5993'STATE HIGHWAY 33 FOR 3.9 KM (2.40 MI) TO COUNTY HIGHWAY PS, TURN LEFT
 AI5993'AND GO SOUTH ON COUNTY HIGHWAY PS FOR 2.82 KM (1.75 MI) TO ILLINOIS
 AI5993'ROAD, TURN LEFT AND GO EAST ON ILLINOIS ROAD FOR 0.2 KM (0.10 MI) TO
 AI5993'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE DODGE COUNTY
 AI5993'GEODETIC SURVEY CONTROL STATION DISK STAMPED --HERMAN E GPS AZIMUTH
 AI5993'MARK 1992-- AND SET IN THE TOP OF A 45 CM (18-INCH) DIAMETER CONCRETE
 AI5993'POST 2 CM BELOW THE GROUND AND ABOUT 0.5 M (1.6 FT) ABOVE THE ROAD
 AI5993'PAVEMENT.  THE STATION IS 11.0 M (36.1 FT) SOUTH OF THE CENTERLINE OF
 AI5993'ILLINOIS ROAD, 160.9 M (527.9 FT) EAST OF CENTERLINE OF COUNTY HIGHWAY
 AI5993'PS, 45.4 M (148.9 FT) SOUTHWEST OF POWER POLE --91-15066 45-5, 37.2 M
 AI5993'(122.0 FT) SOUTHEAST OF POWER POLE --91-15032 45-5--, AND 0.4 M (1.3
 AI5993'FT) NORTH OF A WHITE PLASTIC WITNESS POST. ---NOTE---THIS STATION HAS
 AI5993'NO VISIBLE OBSTRUCTIONS EXTENDING TO MORE THAN 15 DEGREES ABOVE THE
 AI5993'HORIZON.
 AI5993
 AI5993                          STATION RECOVERY (2003)
 AI5993
 AI5993'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI5993'NOT FOUND.  THERE IS NO WITNESS POST PRESENT AND VERY HEAVY GROUND
 AI5993'COVER.
 AI5993
 AI5993                          STATION RECOVERY (2004)
 AI5993
 AI5993'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI5993'RECOVERED AS DESCRIBED EXCEPT STATION IS 1.0 M SOUTHEAST, 1.0 M
 AI5993'SOUTHWEST AND 0.3 M NORTH OF THREE WHITE WITNESS POSTS.  STATION IS 10
 AI5993'M EAST OF A LARGE SCRUB TREE RISING TO APPROXIMATELY 25 DEGREES ABOVE
 AI5993'THE HORIZON.
 AI5993
 AI5993                          STATION RECOVERY (2006)
 AI5993
 AI5993'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI5993'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1379 ***********************************************************************
 OM1379  DESIGNATION -  HERMAN S GPS
 OM1379  PID         -  OM1379
 OM1379  STATE/COUNTY-  WI/DODGE
 OM1379  USGS QUAD   -  HARTFORD WEST (1976)
 OM1379
 OM1379                         *CURRENT SURVEY CONTROL
 OM1379  ___________________________________________________________________
 OM1379* NAD 83(1997)-  43 22 15.65554(N)    088 28 52.42820(W)     ADJUSTED  
 OM1379* NAVD 88     -       362.373  (meters)    1188.89   (feet)  ADJUSTED  
 OM1379  ___________________________________________________________________
 OM1379  X           -     123,086.135 (meters)                     COMP
 OM1379  Y           -  -4,642,351.685 (meters)                     COMP
 OM1379  Z           -   4,357,780.789 (meters)                     COMP
 OM1379  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 OM1379  ELLIP HEIGHT-         327.62  (meters)          (11/17/00) GPS OBS
 OM1379  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 OM1379  DYNAMIC HT  -         362.289 (meters)    1188.61  (feet)  COMP
 OM1379  MODELED GRAV-     980,377.3   (mgal)                       NAVD 88
 OM1379  OBS GRAVITY -     980,364.0   (mgal)                       GRAV_OBS
 OM1379
 OM1379  HORZ ORDER  -  FIRST
 OM1379  VERT ORDER  -  SECOND    CLASS I
 OM1379  ELLP ORDER  -  THIRD     CLASS II
 OM1379
 OM1379.The horizontal coordinates were established by GPS observations
 OM1379.and adjusted by the National Geodetic Survey in July 2000..
 OM1379
 OM1379.The orthometric height was determined by differential leveling
 OM1379.and adjusted by the National Geodetic Survey in October 2000..
 OM1379
 OM1379.Photographs are available for this station.
 OM1379
 OM1379.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1379
 OM1379.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1379
 OM1379.The ellipsoidal height was determined by GPS observations
 OM1379.and is referenced to NAD 83.
 OM1379
 OM1379.The geoid height was determined by GEOID03.
 OM1379
 OM1379.The dynamic height is computed by dividing the NAVD 88
 OM1379.geopotential number by the normal gravity value computed on the
 OM1379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM1379.degrees latitude (g = 980.6199 gals.).
 OM1379
 OM1379.The modeled gravity was interpolated from observed gravity values.
 OM1379.The observed gravity was obtained from relative gravimeter ties
 OM1379.to the IGSN71 gravity network.
 OM1379
 OM1379;                    North         East     Units Scale Factor Converg.
 OM1379;SPC WI S     -   153,427.441   723,079.147   MT  0.99993269   +1 02 36.8
 OM1379;SPC WI S     -   503,369.86  2,372,302.17   sFT  0.99993269   +1 02 36.8
 OM1379;UTM  16      - 4,803,082.130   379,995.556   MT  0.99977715   -1 01 02.3
 OM1379
 OM1379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1379!SPC WI S     -   0.99994863  x   0.99993269  =   0.99988132
 OM1379!UTM  16      -   0.99994863  x   0.99977715  =   0.99972579
 OM1379
 OM1379                          SUPERSEDED SURVEY CONTROL
 OM1379
 OM1379  ELLIP H (07/06/00)  327.62   (m)                       GP(       ) 2 1
 OM1379  NAVD 88 (07/06/00)  362.38   (m)         1188.9    (f) LEVELING    3  
 OM1379
 OM1379.Superseded values are not recommended for survey control.
 OM1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1379.See file dsdata.txt to determine how the superseded data were derived.
 OM1379
 OM1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7999603082(NAD 83)
 OM1379_MARKER: DD = SURVEY DISK
 OM1379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1379_SP_SET: CONCRETE POST
 OM1379_STAMPING: HERMAN S GPS 1992
 OM1379_MARK LOGO: WI-027
 OM1379_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM1379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1379+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2006
 OM1379
 OM1379  HISTORY     - Date     Condition        Report By
 OM1379  HISTORY     - 1992     MONUMENTED       WI-027
 OM1379  HISTORY     - 19931122 GOOD             WIDT
 OM1379  HISTORY     - 19990617 GOOD             WIDT
 OM1379  HISTORY     - 20020715 GOOD             WIDT
 OM1379  HISTORY     - 20030807 GOOD             USPSQD
 OM1379  HISTORY     - 20040609 GOOD             WIDT
 OM1379  HISTORY     - 20060909 GOOD             USPSQD
 OM1379
 OM1379                          STATION DESCRIPTION
 OM1379
 OM1379'DESCRIBED BY WI DEPT OF TRANSP 1993
 OM1379'STATION IS PART OF GRAVITY DENSIFICATION PROJECT, LOCATED IN WIDOT
 OM1379'DODGE COUNTY GRID REFERENCE J15, ABOUT 10.2 KM (6.35 MI) NORTHWEST OF
 OM1379'HARTFORD, 10.2 KM (6.35 MI) NORTHEAST OF HUSTISFORD, IN THE SOUTHWEST
 OM1379'CORNER OF THE SOUTHWEST 1/4 OF SECTION 33, T11N, R17E, ON HIGHWAY
 OM1379'RIGHT-OF-WAY. CONTACT DODGE COUNTY SURVEYORS OFFICE AT 414-386-3770
 OM1379'CONCERNING STATION COORDINATES.
 OM1379'TO REACH THE STATION FROM THE INTERSECTION OF WOODLAND ROAD AND ST.
 OM1379'JOHN ROAD, GO NORTH ON ST. JOHN ROAD FOR 43 M (141.1 FT) TO THE
 OM1379'STATION ON THE RIGHT.
 OM1379'STATION IS A BRASS DISK SET IN TOP OF A 45 CM ROUND CONCRETE MONUMENT
 OM1379'FLUSH WITH THE GROUND.  IT IS 5.8 M (19.0 FT) EAST FROM THE CENTER OF
 OM1379'ST. JOHN ROAD, 43.0 M (141.1 FT) NORTH FROM THE CENTER OF WOODLAND
 OM1379'ROAD AND 0.5 M (1.6 FT) FROM A WHITE PLASTIC T-POST.
 OM1379
 OM1379                          STATION RECOVERY (1999)
 OM1379
 OM1379'RECOVERY NOTE BY WI DEPT OF TRANSP 1999 (DJH)
 OM1379'THE STATION IS LOCATED ABOUT 24.1 KM (14.95 MI) WEST-SOUTHWEST OF WEST
 OM1379'BEND, AND 10.5 KM (6.50 MI) NORTHWEST OF HARTFORD.  OWNERSHIP--TOWN OF
 OM1379'HERMAN.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 60
 OM1379'WITH STATE HIGHWAY 67 APPROXIMATELY 6.4 KM (3.95 MI) EAST OF THE
 OM1379'VILLAGE OF HUSTISFORD GO NORTH ON STATE HIGHWAY 67 FOR 4.7 KM (2.90
 OM1379'MI) TO COUNTY HIGHWAY WS ON THE RIGHT, TURN RIGHT AND GO NORTH ON
 OM1379'COUNTY HIGHWAY WS FOR 0.3 KM (0.20 MI) TO WOODLAND RD ON THE RIGHT,
 OM1379'TURN RIGHT AND GO EAST ON WOODLAND ROAD FOR 3.1 KM (1.90 MI) TO ST
 OM1379'JOHN RD (NORTH) ON THE LEFT, TURN LEFT AND GO NORTH ON ST JOHN RD
 OM1379'(NORTH) FOR 43 M (141.1 FT) TO THE STATION ON THE RIGHT.  THE STATION
 OM1379'IS A BRONZE DODGE COUNTY GEODETIC CONTROL MARKER DISK STAMPED --HERMAN
 OM1379'S GPS 1992-- SET IN THE TOP OF A 41-CM (16-INCH) DIAMETER CONCRETE
 OM1379'POST FLUSH WITH THE GROUND AND ABOUT 0.5 M (1.6 FT) BELOW THE HIGHWAY
 OM1379'PAVEMENT.  THE STATION IS 6.1 M (20.0 FT) EAST OF THE CENTERLINE OF ST
 OM1379'JOHN RD, 42.8 M (140.4 FT) NORTH OF THE CENTERLINE OF WOODLAND RD, AND
 OM1379'35.2 M (115.5 FT) NORTH-NORTHEAST OF TOP OF THE EAST END OF A 41 CM
 OM1379'(16-INCH) DIAMETER CORRUGATED METAL CULVERT PIPE, AND 0.6 M (2.0 FT)
 OM1379'WEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE--- THIS STATION HAS NO
 OM1379'VISIBLE OBSTRUCTION EXENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 OM1379
 OM1379                          STATION RECOVERY (2002)
 OM1379
 OM1379'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (RJK)
 OM1379'NOTE - THE STATION IS SURROUNDED BY THREE, 10 CM SQUARE, ORANGE
 OM1379'COLORED PLASTIC GUARD POSTS.
 OM1379
 OM1379                          STATION RECOVERY (2003)
 OM1379
 OM1379'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM1379'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 39 FEET NORTH
 OM1379'OF A --SNOWMOBILE ROUTE-- SIGN AND 1 M NORTH, 1 M SOUTH, AND 1 M EAST
 OM1379'OF THREE 4X4 ORANGE PLASTIC GUARD POSTS.
 OM1379
 OM1379                          STATION RECOVERY (2004)
 OM1379
 OM1379'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 OM1379'STATION RECOVERED AS DESCRIBED.  THE STATION IS 15 M NORTH OF A LARGE
 OM1379'SHRUB TREE RISING TO 15 DEGREES ABOVE THE HORIZON, IT MAY SOON GROW TO
 OM1379'OBSTRUCT SATELLITE VIEW.
 OM1379
 OM1379                          STATION RECOVERY (2006)
 OM1379
 OM1379'RECOVERY NOTE BY US POWER SQUADRON 2006
 OM1379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI5994 ***********************************************************************
 AI5994  DESIGNATION -  HERMAN S GPS AZ MK
 AI5994  PID         -  AI5994
 AI5994  STATE/COUNTY-  WI/DODGE
 AI5994  USGS QUAD   -  NENNO (1976)
 AI5994
 AI5994                         *CURRENT SURVEY CONTROL
 AI5994  ___________________________________________________________________
 AI5994* NAD 83(1986)-  43 22 41.     (N)    088 28 51.     (W)     SCALED    
 AI5994* NAVD 88     -       370.207  (meters)    1214.59   (feet)  ADJUSTED  
 AI5994  ___________________________________________________________________
 AI5994  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 AI5994  DYNAMIC HT  -         370.122 (meters)    1214.31  (feet)  COMP
 AI5994  MODELED GRAV-     980,378.0   (mgal)                       NAVD 88
 AI5994
 AI5994  VERT ORDER  -  SECOND    CLASS I
 AI5994
 AI5994.The horizontal coordinates were scaled from a topographic map and have
 AI5994.an estimated accuracy of +/- 6 seconds.
 AI5994
 AI5994.The orthometric height was determined by differential leveling
 AI5994.and adjusted by the National Geodetic Survey in October 2000..
 AI5994
 AI5994.The geoid height was determined by GEOID03.
 AI5994
 AI5994.The dynamic height is computed by dividing the NAVD 88
 AI5994.geopotential number by the normal gravity value computed on the
 AI5994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5994.degrees latitude (g = 980.6199 gals.).
 AI5994
 AI5994.The modeled gravity was interpolated from observed gravity values.
 AI5994
 AI5994;                    North         East    Units  Estimated Accuracy
 AI5994;SPC WI S     -   154,210.      723,100.      MT  (+/- 180 meters Scaled)
 AI5994
 AI5994                          SUPERSEDED SURVEY CONTROL
 AI5994
 AI5994.No superseded survey control is available for this station.
 AI5994
 AI5994_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP800038(NAD 83)
 AI5994_MARKER: DZ = AZIMUTH MARK DISK
 AI5994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5994_STAMPING: HERMAN S GPS AZ MK 1992
 AI5994_MARK LOGO: WI-027
 AI5994_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI5994_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5994+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2006
 AI5994
 AI5994  HISTORY     - Date     Condition        Report By
 AI5994  HISTORY     - 1992     MONUMENTED       WI-027
 AI5994  HISTORY     - 19991116 GOOD             WIDT
 AI5994  HISTORY     - 20030807 GOOD             USPSQD
 AI5994  HISTORY     - 20040701 GOOD             WIDT
 AI5994  HISTORY     - 20060909 GOOD             USPSQD
 AI5994
 AI5994                          STATION DESCRIPTION
 AI5994
 AI5994'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI5994'THE STATION IS LOCATED ABOUT 24.1 KM (14.95 MI) WEST-SOUTHWEST OF WEST
 AI5994'BEND, AND 11.3 KM (7.00 MI) NORTHWEST OF HARTFORD.  OWNERSHIP--TOWN OF
 AI5994'HERMAN.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 60
 AI5994'WITH STATE HIGHWAY 67 APPROXIMATELY 6.4 KM (3.95 MI) EAST OF THE
 AI5994'VILLAGE OF HUSTISFORD GO NORTH ON STATE HIGHWAY 67 FOR 4.7 KM (2.90
 AI5994'MI) TO COUNTY HIGHWAY WS ON THE RIGHT, TURN RIGHT AND GO NORTH ON
 AI5994'HIGHWAY WS FOR 0.3 KM (0.20 MI) TO WOODLAND RD ON THE RIGHT, TURN
 AI5994'RIGHT AND GO EAST ON WOODLAND ROAD FOR 3.1 KM (1.90 MI) TO ST.  JOHN
 AI5994'RD (NORTH) ON THE LEFT, TURN LEFT AND GO NORTH ON ST.  JOHN ROAD
 AI5994'(NORTH) FOR 0.8 KM (0.50 MI) TO THE STATION ON THE RIGHT.  THE STATION
 AI5994'IS A BRONZE DODGE COUNTY GEODETIC CONTROL MARKER DISK STAMPED --HERMAN
 AI5994'S GPS AZIMUTH MARK 1992-- SET IN THE TOP OF A 41-CM (16-INCH) DIAMETER
 AI5994'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE ROAD
 AI5994'PAVEMENT.  THE STATION IS 8.3 M (27.2 FT) EAST OF THE CENTERLINE OF
 AI5994'ST.  JOHN RD, 0.5 KM (0.30 MI) SOUTH OF THE CENTERLINE OF STATE RD,
 AI5994'32.7 M (107.3 FT) NORTHEAST OF NORTHEAST CORNER OF GRAY GRANITE
 AI5994'HEADSTONE --HERBER--, 18.9 M (62.0 FT) EAST-NORTHEAST OF NORTHERN MOST
 AI5994'METAL POST OF CEMETERY ACCESS GATE, AND 0.4 M (1.3 FT) NORTH OF A
 AI5994'WHITE PLASTIC WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE
 AI5994'OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI5994
 AI5994                          STATION RECOVERY (2003)
 AI5994
 AI5994'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI5994'RECOVERED IN GOOD CONDITION.
 AI5994
 AI5994                          STATION RECOVERY (2004)
 AI5994
 AI5994'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI5994'RECOVERED AS DESCRIBED AND TWO WITNESS POSTS ADDED.  THE STATION IS IN
 AI5994'THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 AI5994
 AI5994                          STATION RECOVERY (2006)
 AI5994
 AI5994'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI5994'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF5993 ***********************************************************************
 DF5993  HT_MOD      -  This is a Height Modernization Survey Station.
 DF5993  DESIGNATION -  HERMAN W GPS
 DF5993  PID         -  DF5993
 DF5993  STATE/COUNTY-  WI/SHEBOYGAN
 DF5993  USGS QUAD   -  FRANKLIN (1992)
 DF5993
 DF5993                         *CURRENT SURVEY CONTROL
 DF5993  ___________________________________________________________________
 DF5993* NAD 83(1997)-  43 50 02.53953(N)    087 54 39.35734(W)     ADJUSTED  
 DF5993* NAVD 88     -       251.81   (meters)     826.1    (feet)  GPS OBS   
 DF5993  ___________________________________________________________________
 DF5993  X           -     167,990.948 (meters)                     COMP
 DF5993  Y           -  -4,605,359.621 (meters)                     COMP
 DF5993  Z           -   4,394,958.056 (meters)                     COMP
 DF5993  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 DF5993  ELLIP HEIGHT-         216.07  (meters)          (06/11/03) GPS OBS
 DF5993  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 DF5993
 DF5993  HORZ ORDER  -  FIRST
 DF5993  ELLP ORDER  -  THIRD     CLASS I
 DF5993
 DF5993.The horizontal coordinates were established by GPS observations
 DF5993.and adjusted by the National Geodetic Survey in June 2003..
 DF5993
 DF5993.The orthometric height was determined by GPS observations and a
 DF5993.high-resolution geoid model using precise GPS observation and
 DF5993.processing techniques.
 DF5993
 DF5993.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5993
 DF5993.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5993
 DF5993.The ellipsoidal height was determined by GPS observations
 DF5993.and is referenced to NAD 83.
 DF5993
 DF5993.The geoid height was determined by GEOID03.
 DF5993
 DF5993;                    North         East     Units Scale Factor Converg.
 DF5993;SPC WI S     -   205,852.023   767,998.372   MT  0.99996104   +1 26 07.5
 DF5993;SPC WI S     -   675,366.18  2,519,674.66   sFT  0.99996104   +1 26 07.5
 DF5993;UTM  16      - 4,853,843.383   426,763.389   MT  0.99966597   -0 37 51.3
 DF5993
 DF5993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5993!SPC WI S     -   0.99996612  x   0.99996104  =   0.99992716
 DF5993!UTM  16      -   0.99996612  x   0.99966597  =   0.99963210
 DF5993
 DF5993                          SUPERSEDED SURVEY CONTROL
 DF5993
 DF5993.No superseded survey control is available for this station.
 DF5993
 DF5993_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP2676353843(NAD 83)
 DF5993_MARKER: DD = SURVEY DISK
 DF5993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5993_STAMPING: HERMAN W GPS 2001
 DF5993_MARK LOGO: WIDT  
 DF5993_PROJECTION: FLUSH
 DF5993_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF5993_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5993+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2003
 DF5993
 DF5993  HISTORY     - Date     Condition        Report By
 DF5993  HISTORY     - 2000     MONUMENTED       WIDT
 DF5993  HISTORY     - 20031206 GOOD             USPSQD
 DF5993
 DF5993                          STATION DESCRIPTION
 DF5993
 DF5993'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DF5993'THE STATION IS LOCATED ABOUT 43 KM EAST-NORTHEAST OF FOND DU LAC, 37
 DF5993'KM SOUTHWEST OF
 DF5993'MANITOWOC AND 16 KM NORTHWEST OF SHEBOYGAN.  OWNERSHIP--SHEBOYGAN
 DF5993'COUNTY.  TO REACH
 DF5993'THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 WITH STATE HIGHWAY
 DF5993'57 ABOUT 22 KM
 DF5993'NORTHWEST OF THE CITY OF SHEBOYGAN, GO SOUTH ON STATE HIGHWAY 57 FOR
 DF5993'7.0 KM TO COUNTY
 DF5993'HIGHWAY A, TURN LEFT AND GO EAST ON COUNTY HIGHWAY A FOR 2.4 KM TO THE
 DF5993'STATION ON THE
 DF5993'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF5993'GEODETIC SURVEY
 DF5993'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DF5993'SET TO A DEPTH OF
 DF5993'2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 14.5
 DF5993'M NORTH OF THE
 DF5993'CENTERLINE OF COUNTY HIGHWAY A, 62 M EAST OF A POWER POLE --H19 D1-- ,
 DF5993'34.6 M
 DF5993'NORTH-NORTHEAST OF A POWER POLE --H30 A4 200 124 1-- , 17.3 M EAST OF
 DF5993'A WOODEN POST FOR A
 DF5993'--WARNING TELEPHONE CABLE-- SIGN, 0.7 M SOUTH OF A WHITE PLASTIC
 DF5993'WITNESS POST, 1.0 M EAST,
 DF5993'1.0 M WEST, AND 1.0 M NORTH OF THREE 4X4 ORANGE PLASTIC WITNESS POSTS.
 DF5993'---NOTE---THIS
 DF5993'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DF5993'ABOVE THE
 DF5993'HORIZON.
 DF5993' 
 DF5993' 
 DF5993' 
 DF5993' 
 DF5993' 
 DF5993' 
 DF5993'
 DF5993
 DF5993                          STATION RECOVERY (2003)
 DF5993
 DF5993'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF5993'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.5 MILE EAST OF
 DF5993'WILLOW ROAD ON COUNTY HIGHWAY AA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0726 ***********************************************************************
 PO0726  DESIGNATION -  HEROLD ZION CHURCH SPIRE
 PO0726  PID         -  PO0726
 PO0726  STATE/COUNTY-  WI/BUFFALO
 PO0726  USGS QUAD   -  CREAM (1974)
 PO0726
 PO0726                         *CURRENT SURVEY CONTROL
 PO0726  ___________________________________________________________________
 PO0726* NAD 83(1991)-  44 18 19.27579(N)    091 50 30.49119(W)     ADJUSTED  
 PO0726* NAVD 88     -                                                        
 PO0726  ___________________________________________________________________
 PO0726  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 PO0726  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 PO0726
 PO0726  HORZ ORDER  -  THIRD
 PO0726
 PO0726.The horizontal coordinates were established by classical geodetic methods
 PO0726.and adjusted by the National Geodetic Survey in March 1999..
 PO0726
 PO0726
 PO0726.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0726
 PO0726.The geoid height was determined by GEOID03.
 PO0726
 PO0726;                    North         East     Units Scale Factor Converg.
 PO0726;SPC WI C     -    54,116.721   453,049.793   MT  0.99998999   -1 17 58.3
 PO0726;SPC WI C     -   177,547.94  1,486,380.86   sFT  0.99998999   -1 17 58.3
 PO0726;SPC WI S     -   257,740.327   453,039.260   MT  1.00005724   -1 15 55.8
 PO0726;SPC WI S     -   845,603.06  1,486,346.31   sFT  1.00005724   -1 15 55.8
 PO0726;SPC MN S     -   247,312.645   972,178.080   MT  0.99992787   +1 30 45.9
 PO0726;UTM  15      - 4,906,441.008   592,380.007   MT  0.99970495   +0 48 32.5
 PO0726
 PO0726                          SUPERSEDED SURVEY CONTROL
 PO0726
 PO0726  NAD 83(1991)-  44 18 19.27010(N)    091 50 30.49017(W) AD(       ) 4
 PO0726  NAD 83(1986)-  44 18 19.27094(N)    091 50 30.49116(W) AD(       ) 4
 PO0726  NAD 27      -  44 18 19.39300(N)    091 50 29.92600(W) AD(       ) 3
 PO0726
 PO0726.Superseded values are not recommended for survey control.
 PO0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0726.See file dsdata.txt to determine how the superseded data were derived.
 PO0726
 PO0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK9238006441(NAD 83)
 PO0726_MARKER: 90 = CHURCH SPIRE
 PO0726
 PO0726  HISTORY     - Date     Condition        Report By
 PO0726  HISTORY     - 1931     FIRST OBSERVED   CGS
 PO0726
 PO0726                          STATION DESCRIPTION
 PO0726
 PO0726'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB8429 ***********************************************************************
 AB8429  DESIGNATION -  HERTEL
 AB8429  PID         -  AB8429
 AB8429  STATE/COUNTY-  WI/BURNETT
 AB8429  USGS QUAD   -  HERTEL (1982)
 AB8429
 AB8429                         *CURRENT SURVEY CONTROL
 AB8429  ___________________________________________________________________
 AB8429* NAD 83(1997)-  45 48 30.68647(N)    092 10 55.85218(W)     ADJUSTED  
 AB8429* NAVD 88     -       319.1    (meters)    1047.     (feet)  GPS OBS   
 AB8429  ___________________________________________________________________
 AB8429  X           -    -169,587.821 (meters)                     COMP
 AB8429  Y           -  -4,450,578.126 (meters)                     COMP
 AB8429  Z           -   4,550,647.087 (meters)                     COMP
 AB8429  LAPLACE CORR-          -9.70  (seconds)                    DEFLEC99
 AB8429  ELLIP HEIGHT-         291.67  (meters)          (12/26/02) GPS OBS
 AB8429  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AB8429
 AB8429  HORZ ORDER  -  FIRST
 AB8429  ELLP ORDER  -  FOURTH    CLASS I
 AB8429
 AB8429.The horizontal coordinates were established by GPS observations
 AB8429.and adjusted by the National Geodetic Survey in December 2002..
 AB8429
 AB8429.The orthometric height was determined by GPS observations and a
 AB8429.high-resolution geoid model.
 AB8429
 AB8429.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8429
 AB8429.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8429
 AB8429.The ellipsoidal height was determined by GPS observations
 AB8429.and is referenced to NAD 83.
 AB8429
 AB8429.The geoid height was determined by GEOID03.
 AB8429
 AB8429;                    North         East     Units Scale Factor Converg.
 AB8429;SPC WI N     -    73,668.205   430,406.208   MT  0.99996490   -1 34 27.0
 AB8429;SPC WI N     -   241,693.10  1,412,091.03   sFT  0.99996490   -1 34 27.0
 AB8429;UTM  15      - 5,073,098.732   563,543.627   MT  0.99964964   +0 35 11.1
 AB8429
 AB8429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8429!SPC WI N     -   0.99995428  x   0.99996490  =   0.99991918
 AB8429!UTM  15      -   0.99995428  x   0.99964964  =   0.99960393
 AB8429
 AB8429:                Primary Azimuth Mark                     Grid Az
 AB8429:SPC WI N     -  HERTEL AZ                                088 54 27.9
 AB8429:UTM  15      -  HERTEL AZ                                086 44 49.8
 AB8429
 AB8429|---------------------------------------------------------------------|
 AB8429| PID    Reference Object                     Distance      Geod. Az  |
 AB8429|                                                           dddmmss.s |
 AB8429| AB8428 HERTEL AZ                           APPROX. 0.8 KM 0872000.9 |
 AB8429|---------------------------------------------------------------------|
 AB8429
 AB8429                          SUPERSEDED SURVEY CONTROL
 AB8429
 AB8429  NAD 83(1991)-  45 48 30.68556(N)    092 10 55.84994(W) AD(       ) 1
 AB8429  ELLIP H (12/09/96)  291.69   (m)                       GP(       ) 4 1
 AB8429
 AB8429.Superseded values are not recommended for survey control.
 AB8429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8429.See file dsdata.txt to determine how the superseded data were derived.
 AB8429
 AB8429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6354473099(NAD 83)
 AB8429_MARKER: DD = SURVEY DISK
 AB8429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8429_STAMPING: GPS 82
 AB8429_MARK LOGO: WIDT  
 AB8429_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB8429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8429+STABILITY: SURFACE MOTION
 AB8429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8429+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB8429
 AB8429  HISTORY     - Date     Condition        Report By
 AB8429  HISTORY     - 1993     MONUMENTED       WI-013
 AB8429  HISTORY     - 19970712 GOOD             WOOLPT
 AB8429
 AB8429                          STATION DESCRIPTION
 AB8429
 AB8429'DESCRIBED BY BURNETT COUNTY WISCONSIN 1993
 AB8429'THE STATION IS LOCATED .35 MI (0.56 KM) WEST OF THE HERTEL POST OFFICE
 AB8429'IN GOVERNMENT LOT 10, SECTION 2, T38N, R15W, TOWN OF LA FOLLETTE.  TO
 AB8429'REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD X AND STATE
 AB8429'HIGHWAY 70 GO WEST ALONG HIGHWAY 70 1876 FEET (571.8 M) .  THE STATION
 AB8429'IS LOCATED 73 FEET (22.3 M) SOUTH OF THE HIGHWAY ON TOP OF A HILL.
 AB8429'88.3 FEET (26.9 M) WEST OF WOODEN RIGHT OF WAY POST. FIBERGLASS
 AB8429'WITNESS POST SET ON SOUTH SIDE OF STATION.  THE STATION MARKER IS SET
 AB8429'IN A 30 CM ROUND CONCRETE MONUMENT 10 CM BELOW GROUND SURFACE.
 AB8429
 AB8429                          STATION RECOVERY (1997)
 AB8429
 AB8429'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1997 (ARL)
 AB8429'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB8428 ***********************************************************************
 AB8428  DESIGNATION -  HERTEL AZ
 AB8428  PID         -  AB8428
 AB8428  STATE/COUNTY-  WI/BURNETT
 AB8428  USGS QUAD   -  HERTEL (1982)
 AB8428
 AB8428                         *CURRENT SURVEY CONTROL
 AB8428  ___________________________________________________________________
 AB8428* NAD 83(1997)-  45 48 31.87970(N)    092 10 19.16515(W)     ADJUSTED  
 AB8428* NAVD 88     -       317.5    (meters)    1042.     (feet)  GPS OBS   
 AB8428  ___________________________________________________________________
 AB8428  X           -    -168,795.179 (meters)                     COMP
 AB8428  Y           -  -4,450,580.728 (meters)                     COMP
 AB8428  Z           -   4,550,671.642 (meters)                     COMP
 AB8428  LAPLACE CORR-         -10.09  (seconds)                    DEFLEC99
 AB8428  ELLIP HEIGHT-         290.10  (meters)          (01/30/03) GPS OBS
 AB8428  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AB8428
 AB8428  HORZ ORDER  -  FIRST
 AB8428  ELLP ORDER  -  FOURTH    CLASS I
 AB8428
 AB8428.The horizontal coordinates were established by GPS observations
 AB8428.and adjusted by the National Geodetic Survey in January 2003..
 AB8428
 AB8428.The orthometric height was determined by GPS observations and a
 AB8428.high-resolution geoid model.
 AB8428
 AB8428.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8428
 AB8428.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8428
 AB8428.The ellipsoidal height was determined by GPS observations
 AB8428.and is referenced to NAD 83.
 AB8428
 AB8428.The geoid height was determined by GEOID03.
 AB8428
 AB8428;                    North         East     Units Scale Factor Converg.
 AB8428;SPC WI N     -    73,683.321   431,199.025   MT  0.99996486   -1 34 00.5
 AB8428;SPC WI N     -   241,742.70  1,414,692.13   sFT  0.99996486   -1 34 00.5
 AB8428;UTM  15      - 5,073,143.712   564,335.061   MT  0.99965088   +0 35 37.4
 AB8428
 AB8428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8428!SPC WI N     -   0.99995452  x   0.99996486  =   0.99991938
 AB8428!UTM  15      -   0.99995452  x   0.99965088  =   0.99960542
 AB8428
 AB8428:                Primary Azimuth Mark                     Grid Az
 AB8428:SPC WI N     -  HERTEL                                   268 54 27.7
 AB8428:UTM  15      -  HERTEL                                   266 44 49.8
 AB8428
 AB8428|---------------------------------------------------------------------|
 AB8428| PID    Reference Object                     Distance      Geod. Az  |
 AB8428|                                                           dddmmss.s |
 AB8428| AB8429 HERTEL                              APPROX. 0.8 KM 2672027.2 |
 AB8428|---------------------------------------------------------------------|
 AB8428
 AB8428                          SUPERSEDED SURVEY CONTROL
 AB8428
 AB8428  NAD 83(1991)-  45 48 31.87882(N)    092 10 19.16292(W) AD(       ) 1
 AB8428  ELLIP H (12/09/96)  290.13   (m)                       GP(       ) 4 1
 AB8428
 AB8428.Superseded values are not recommended for survey control.
 AB8428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8428.See file dsdata.txt to determine how the superseded data were derived.
 AB8428
 AB8428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6433573144(NAD 83)
 AB8428_MARKER: DD = SURVEY DISK
 AB8428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8428_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8428+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB8428
 AB8428  HISTORY     - Date     Condition        Report By
 AB8428  HISTORY     - 1993     MONUMENTED       WI-013
 AB8428
 AB8428                          STATION DESCRIPTION
 AB8428
 AB8428'DESCRIBED BY BURNETT COUNTY WISCONSIN 1993
 AB8428'THE STATION IS LOCATED .1 MI (0.2 KM) EAST OF THE HERTEL POST OFFICE
 AB8428'IN GOVERNMENT LOT 5, SECTION 1, T38N, R15W, TOWN OF LA FOLLETTE.  TO
 AB8428'REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD X AND STATE
 AB8428'HIGHWAY 70 GO EAST ALONG HIGHWAY 70 723 FEET (220.4 M) .  THE STATION
 AB8428'IS LOCATED 52.5 FEET (16.0 M) NORTH OF THE HIGHWAY IN HIGHWAY RIGHT OF
 AB8428'WAY.  FIBERGLASS WITNESS POST SET ON NORTH SIDE OF STATION.  THE
 AB8428'STATION MARKER IS SET IN A 30 CM ROUND CONCRETE MONUMENT 10 CM BELOW
 AB8428'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE8647 ***********************************************************************
 AE8647  DESIGNATION -  HEWETT WEST GPS
 AE8647  PID         -  AE8647
 AE8647  STATE/COUNTY-  WI/CLARK
 AE8647  USGS QUAD   -  WILDCAT MOUND (1979)
 AE8647
 AE8647                         *CURRENT SURVEY CONTROL
 AE8647  ___________________________________________________________________
 AE8647* NAD 83(1997)-  44 35 36.63073(N)    090 47 53.36324(W)     ADJUSTED  
 AE8647* NAVD 88     -       328.2    (meters)    1077.     (feet)  VERTCON   
 AE8647  ___________________________________________________________________
 AE8647  X           -     -63,376.375 (meters)                     COMP
 AE8647  Y           -  -4,549,188.164 (meters)                     COMP
 AE8647  Z           -   4,455,501.134 (meters)                     COMP
 AE8647  LAPLACE CORR-          -6.62  (seconds)                    DEFLEC99
 AE8647  ELLIP HEIGHT-         295.62  (meters)          (06/03/99) GPS OBS
 AE8647  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 AE8647
 AE8647  HORZ ORDER  -  FIRST
 AE8647  ELLP ORDER  -  THIRD     CLASS I
 AE8647
 AE8647.The horizontal coordinates were established by GPS observations
 AE8647.and adjusted by the National Geodetic Survey in June 1999..
 AE8647
 AE8647.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE8647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE8647
 AE8647.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8647
 AE8647.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8647
 AE8647.The ellipsoidal height was determined by GPS observations
 AE8647.and is referenced to NAD 83.
 AE8647
 AE8647.The geoid height was determined by GEOID03.
 AE8647
 AE8647;                    North         East     Units Scale Factor Converg.
 AE8647;SPC WI C     -    84,780.593   536,628.519   MT  0.99995281   -0 33 47.4
 AE8647;SPC WI C     -   278,151.00  1,760,588.73   sFT  0.99995281   -0 33 47.4
 AE8647;UTM  15      - 4,940,154.116   674,762.277   MT  0.99997560   +1 32 46.5
 AE8647
 AE8647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8647!SPC WI C     -   0.99995365  x   0.99995281  =   0.99990646
 AE8647!UTM  15      -   0.99995365  x   0.99997560  =   0.99992925
 AE8647
 AE8647                          SUPERSEDED SURVEY CONTROL
 AE8647
 AE8647  NAD 83(1991)-  44 35 36.63008(N)    090 47 53.36205(W) AD(       ) 1
 AE8647  ELLIP H (04/20/98)  295.64   (m)                       GP(       ) 3 1
 AE8647  NGVD 29 (04/20/98)  328.2    (m)         1077.     (f) GPS OBS        
 AE8647
 AE8647.Superseded values are not recommended for survey control.
 AE8647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8647.See file dsdata.txt to determine how the superseded data were derived.
 AE8647
 AE8647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK7476240154(NAD 83)
 AE8647_MARKER: DD = SURVEY DISK
 AE8647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8647_STAMPING: HEWETT-WEST GPS 1996
 AE8647_MARK LOGO: WI-019
 AE8647_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE8647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8647+STABILITY: SURFACE MOTION
 AE8647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8647+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE8647
 AE8647  HISTORY     - Date     Condition        Report By
 AE8647  HISTORY     - 1997     MONUMENTED       AYRES
 AE8647
 AE8647                          STATION DESCRIPTION
 AE8647
 AE8647'DESCRIBED BY AYRES ASSOCIATES 1997 (CMS)
 AE8647'THE STATION IS 16.6 KM (10.30 MI) AIR MILES NORTH 77 DEGREES WEST FROM
 AE8647'THE CLARK COUNTY COURTHOUSE. TO REACH THE STATION FROM THE
 AE8647'INTERSECTION OF STATE HIGHWAYS 73 AND 10 IN THE CITY IF NEILLSVILLE,
 AE8647'GO WEST ON HIGHWAY 10 FOR 16.10 KM (10.00 MI) TO THE STATION ON THE
 AE8647'LEFT.  ALSO TO REACH THE STATION FROM THE INTERSECTION OF STATE
 AE8647'HIGHWAY 10 AND HICKMAN ROAD, GO EAST ON HIGHWAY 10 FOR 4.26 KM (2.65
 AE8647'MI) TO THE STATION ON THE RIGHT. THE STATION IS A CLARK COUNTY BRASS
 AE8647'SURVEY DISK STAMPED ---HEWETT-WEST GPS 1996---, SET IN THE TOP OF A
 AE8647'CONCRETE MONUMENT FLUSH WITH THE GROUND AND 25.9 M (85.0 FT) SOUTH OF
 AE8647'THE CENTERLINE OF HIGHWAY 10, AND 41.1 M (134.8 FT) EAST OF POWER POLE
 AE8647'NUMBER 93, AND 48.8 M (160.1 FT) WEST OF POLE NUMBER 94, ALSO
 AE8647'SOUTHEAST OF A SIGN LOUSVILLE PACIFIC CLARK COUNTY WOOD YARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1313 ***********************************************************************
 PN1313  DESIGNATION -  HH
 PN1313  PID         -  PN1313
 PN1313  STATE/COUNTY-  WI/PORTAGE
 PN1313  USGS QUAD   -  WHITING (1976)
 PN1313
 PN1313                         *CURRENT SURVEY CONTROL
 PN1313  ___________________________________________________________________
 PN1313* NAD 83(1991)-  44 29 50.38677(N)    089 31 04.44046(W)     ADJUSTED  
 PN1313* NAVD 88     -       340.5    (meters)    1117.     (feet)  VERTCON   
 PN1313  ___________________________________________________________________
 PN1313  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 PN1313  GEOID HEIGHT-         -35.84  (meters)                     GEOID03
 PN1313
 PN1313  HORZ ORDER  -  SECOND
 PN1313
 PN1313.The horizontal coordinates were established by classical geodetic methods
 PN1313.and adjusted by the National Geodetic Survey in November 1991..
 PN1313
 PN1313.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1313
 PN1313.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1313
 PN1313.The geoid height was determined by GEOID03.
 PN1313
 PN1313;                    North         East     Units Scale Factor Converg.
 PN1313;SPC WI C     -    73,895.745   638,341.276   MT  0.99996244   +0 20 24.6
 PN1313;SPC WI C     -   242,439.62  2,094,291.34   sFT  0.99996244   +0 20 24.6
 PN1313;UTM  16      - 4,930,196.354   299,822.245   MT  1.00009281   -1 45 55.2
 PN1313
 PN1313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1313!SPC WI C     -   0.99995223  x   0.99996244  =   0.99991467
 PN1313!UTM  16      -   0.99995223  x   1.00009281  =   1.00004504
 PN1313
 PN1313|---------------------------------------------------------------------|
 PN1313| PID    Reference Object                     Distance      Geod. Az  |
 PN1313|                                                           dddmmss.s |
 PN1313| CS5510 HH RM 1                               4.560 METERS 27923     |
 PN1313| CS5511 HH RM 2                              12.316 METERS 33838     |
 PN1313|---------------------------------------------------------------------|
 PN1313
 PN1313                          SUPERSEDED SURVEY CONTROL
 PN1313
 PN1313  NAD 83(1986)-  44 29 50.38416(N)    089 31 04.45111(W) AD(       ) 2
 PN1313  NGVD 29 (03/14/91)  340.5    (m)         1117.     (f) VERT ANG       
 PN1313
 PN1313.Superseded values are not recommended for survey control.
 PN1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1313.See file dsdata.txt to determine how the superseded data were derived.
 PN1313
 PN1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ9982230196(NAD 83)
 PN1313_MARKER: DE = TRAVERSE STATION DISK
 PN1313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN1313_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1313+STABILITY: SURFACE MOTION
 PN1313
 PN1313  HISTORY     - Date     Condition        Report By
 PN1313  HISTORY     - 1980     MONUMENTED       WIDT
 PN1313  HISTORY     - 20001021 MARK NOT FOUND   USPSQD
 PN1313  HISTORY     - 20031018 MARK NOT FOUND   USPSQD
 PN1313
 PN1313                          STATION DESCRIPTION
 PN1313
 PN1313'DESCRIBED BY WI DEPT OF TRANSP 1980 (LTK)
 PN1313'THE STATION IS LOCATED NEAR THE SOUTHEAST CORNER OF THE CTH HH
 PN1313'STRUCTURE OVER USH 51 ALONG THE EAST EDGE OF STEVENS POINT.
 PN1313'
 PN1313'TO REACH THE STATION FROM THE JUNCTION OF USH 51 AND STH 54 SOUTHEAST
 PN1313'OF PLOVER, GO NORTH ON USH 51 FOR 2.6 MILES TO JUNCTION WITH CTH HH.
 PN1313'PACK UP EAST BACKSLOPE TO STATION NEAR SOUTHEAST CORNER OF CTH HH
 PN1313'STRUCTURE NUMBER--B-49-21-69--OVER USH 51.
 PN1313'
 PN1313'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---HH 1980---.  THE
 PN1313'SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 PN1313'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 21 FEET SOUTH
 PN1313'OF THE CENTER OF CTH HH, 14 FEET SOUTHEAST OF THE EAST END OF THE
 PN1313'SOUTH CONCRETE BRIDGE RAIL, 3 FEET SOUTH OF A GUARDRAIL, AND 3 FEET
 PN1313'EAST OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 PN1313'IRREGULAR MASS OF CONCRETE 4.5 FEET BELOW GROUND.
 PN1313'
 PN1313'REFERENCE MARK 1 IS A STANDARD WIDT DISK STAMPED---HH RM 1
 PN1313'1980---CEMENTED IN A DRILLED HOLE IN THE TOP OF THE CONCRETE BRIDGE
 PN1313'RAIL NEAR THE SOUTHEAST CORNER OF THE CTH HH STRUCTURE.  IT IS 17 FEET
 PN1313'SOUTH OF THE CENTER OF CTH HH, 13 FEET WEST OF A METAL WITNESS POST,
 PN1313'0.5 FEET WEST OF EAST END OF THE SOUTH BRIDGE RAIL, AND 4.5 FEET
 PN1313'HIGHER THAN THE STATION.
 PN1313'
 PN1313'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---HH RM 2
 PN1313'1980---CEMENTED IN A DRILLED HOLE IN THE TOP OF THE CONCRETE BRIDGE
 PN1313'RAIL NEAR THE NORTHEAST CORNER OF THE CTH HH STRUCTURE.  IT IS 39.5
 PN1313'FEET NORTHWEST OF A METAL WITNESS POST, 16.5 FEET NORTH OF THE CENTER
 PN1313'OF CTH HH, 0.5 FEET WEST OF THE EAST END OF THE NORTH BRIDGE RAIL, AND
 PN1313'4.5 FEET HIGHER THAN THE STATION.
 PN1313'
 PN1313'NO AZIMUTH MARK WAS SET.  HEIGHT OF LIGHT ABOVE MARK WAS 1.39 METERS.
 PN1313
 PN1313                          STATION RECOVERY (2000)
 PN1313
 PN1313'RECOVERY NOTE BY US POWER SQUADRON 2000 (DS)
 PN1313'BRIDGE REBUILT 2 YEARS YEARS AGO. STATION AND BOTH REFERENCE MARKS
 PN1313'DESTROYED.
 PN1313' 
 PN1313' 
 PN1313' 
 PN1313
 PN1313                          STATION RECOVERY (2003)
 PN1313
 PN1313'RECOVERY NOTE BY US POWER SQUADRON 2003 (DS)
 PN1313'STATION, REFERENCE MARK 1  AND 2 NOT FOUND. SAME AS PEVIOUSLY IN 2000.
 PN1313' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0105 ***********************************************************************
 ON0105  DESIGNATION -  HH 81
 ON0105  PID         -  ON0105
 ON0105  STATE/COUNTY-  WI/RICHLAND
 ON0105  USGS QUAD   -  RICHLAND CENTER (1983)
 ON0105
 ON0105                         *CURRENT SURVEY CONTROL
 ON0105  ___________________________________________________________________
 ON0105* NAD 83(1986)-  43 19 13.     (N)    090 22 41.     (W)     SCALED    
 ON0105* NAVD 88     -       222.204  (meters)     729.01   (feet)  ADJUSTED  
 ON0105  ___________________________________________________________________
 ON0105  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 ON0105  DYNAMIC HT  -         222.146 (meters)     728.82  (feet)  COMP
 ON0105  MODELED GRAV-     980,351.5   (mgal)                       NAVD 88
 ON0105
 ON0105  VERT ORDER  -  SECOND    CLASS 0
 ON0105
 ON0105.The horizontal coordinates were scaled from a topographic map and have
 ON0105.an estimated accuracy of +/- 6 seconds.
 ON0105
 ON0105.The orthometric height was determined by differential leveling
 ON0105.and adjusted by the National Geodetic Survey in June 1991..
 ON0105
 ON0105.The geoid height was determined by GEOID03.
 ON0105
 ON0105.The dynamic height is computed by dividing the NAVD 88
 ON0105.geopotential number by the normal gravity value computed on the
 ON0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0105.degrees latitude (g = 980.6199 gals.).
 ON0105
 ON0105.The modeled gravity was interpolated from observed gravity values.
 ON0105
 ON0105;                    North         East    Units  Estimated Accuracy
 ON0105;SPC WI S     -   146,740.      569,340.      MT  (+/- 180 meters Scaled)
 ON0105
 ON0105                          SUPERSEDED SURVEY CONTROL
 ON0105
 ON0105  NGVD 29 (??/??/92)  222.249  (m)          729.16   (f) ADJ UNCH    2 0
 ON0105
 ON0105.Superseded values are not recommended for survey control.
 ON0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0105.See file dsdata.txt to determine how the superseded data were derived.
 ON0105
 ON0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH126997(NAD 83)
 ON0105_MARKER: DB = BENCH MARK DISK
 ON0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0105_STAMPING: HH 81 1934
 ON0105_MARK LOGO: CGS   
 ON0105_PROJECTION: PROJECTING 10 CENTIMETERS
 ON0105_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ON0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0105+STABILITY: SURFACE MOTION
 ON0105_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0105+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2001
 ON0105
 ON0105  HISTORY     - Date     Condition        Report By
 ON0105  HISTORY     - 1934     MONUMENTED       CGS
 ON0105  HISTORY     - 20010418 GOOD             WIDT
 ON0105
 ON0105                          STATION DESCRIPTION
 ON0105
 ON0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0105'1.1 MI SE FROM RICHLAND CENTER.
 ON0105'ABOUT 1.1 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST.
 ON0105'PAUL AND PACIFIC RAILROAD FROM THE COUNTY COURTHOUSE AT RICHLAND
 ON0105'CENTER, RICHLAND COUNTY, ABOUT 14 POLES NORTHWEST OF MILEPOST
 ON0105'14, AT A ROAD CROSSING, 66 FEET SOUTHEAST OF THE CENTER LINE OF
 ON0105'THE ROAD, 18 FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK, 6
 ON0105'FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, AND ABOUT 1.5 FEET HIGHER
 ON0105'THAN THE TRACK.  A STANDARD DISK, STAMPED HH 81 1934 AND SET
 ON0105'IN THE TOP OF A CONCRETE POST.
 ON0105
 ON0105                          STATION RECOVERY (2001)
 ON0105
 ON0105'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (TSS)
 ON0105'OWNERSHIP--RICHLAND COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 ON0105'US HIGHWAY 14 AND STATE HIGHWAY 80 IN THE CITY OF RICHLAND CENTER, GO
 ON0105'SOUTHEAST ON US HIGHWAY 14 FOR 0.6 MI (0.97 KM) TO BOHMANN DRIVE, TURN
 ON0105'RIGHT ON BOHMANN DRIVE AND GO SOUTH FOR 0.1 MI (0.16 KM) TO THE
 ON0105'STATION ON THE LEFT.  THE STATION IS A BRONZE US COAST AND GEODETIC
 ON0105'SURVEY BENCH MARK DISK SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST
 ON0105'ABOUT LEVEL WITH THE STREET PAVEMENT.  THE STATION IS 9.3 M (30.5 FT)
 ON0105'EAST-NORTHEAST OF THE CENTERLINE OF BOHMANN DRIVE, 3.5 M (11.5 FT)
 ON0105'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE PINE RIVER TRAIL, 3.3 M (10.8
 ON0105'FT) EAST OF A UTILTY POLE WITH LIGHT MAST --18 1597--, 3.3 EAST OF A
 ON0105'TELEPHONE PEDESTAL --C0003--, AND 0.6 M (2.0 FT) SOUTHEAST OF A METAL
 ON0105'RICHLAND COUNTY SURVEYOR WITNESS POST.   ---NOTE---THE STATION HAS NO
 ON0105'VISIBLE OSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON
 ON0105'EXCEPT FOR TREES IN THE SOUTHEAST QUADRANT EXTENDING TO 40 DEGREES
 ON0105'ABOVE THE HORIZON AND POWERLINES NEARLY DIRECTLY OVERHEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0072 ***********************************************************************
 OM0072  DESIGNATION -  HH 86
 OM0072  PID         -  OM0072
 OM0072  STATE/COUNTY-  WI/WASHINGTON
 OM0072  USGS QUAD   -  MENOMONEE FALLS (1994)
 OM0072
 OM0072                         *CURRENT SURVEY CONTROL
 OM0072  ___________________________________________________________________
 OM0072* NAD 83(1986)-  43 13 36.     (N)    088 06 07.     (W)     SCALED    
 OM0072* NAVD 88     -       269.169  (meters)     883.10   (feet)  ADJUSTED  
 OM0072  ___________________________________________________________________
 OM0072  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 OM0072  DYNAMIC HT  -         269.103 (meters)     882.88  (feet)  COMP
 OM0072  MODELED GRAV-     980,369.1   (mgal)                       NAVD 88
 OM0072
 OM0072  VERT ORDER  -  SECOND    CLASS 0
 OM0072
 OM0072.The horizontal coordinates were scaled from a topographic map and have
 OM0072.an estimated accuracy of +/- 6 seconds.
 OM0072
 OM0072.The orthometric height was determined by differential leveling
 OM0072.and adjusted by the National Geodetic Survey in June 1991..
 OM0072
 OM0072.The geoid height was determined by GEOID03.
 OM0072
 OM0072.The dynamic height is computed by dividing the NAVD 88
 OM0072.geopotential number by the normal gravity value computed on the
 OM0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0072.degrees latitude (g = 980.6199 gals.).
 OM0072
 OM0072.The modeled gravity was interpolated from observed gravity values.
 OM0072
 OM0072;                    North         East    Units  Estimated Accuracy
 OM0072;SPC WI S     -   138,030.      754,180.      MT  (+/- 180 meters Scaled)
 OM0072
 OM0072                          SUPERSEDED SURVEY CONTROL
 OM0072
 OM0072  NGVD 29 (??/??/92)  269.242  (m)          883.34   (f) ADJ UNCH    2 0
 OM0072
 OM0072.Superseded values are not recommended for survey control.
 OM0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0072.See file dsdata.txt to determine how the superseded data were derived.
 OM0072
 OM0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN105865(NAD 83)
 OM0072_MARKER: DB = BENCH MARK DISK
 OM0072_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OM0072_SP_SET: BUILDING
 OM0072_STAMPING: HH-86 1934
 OM0072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0072
 OM0072  HISTORY     - Date     Condition        Report By
 OM0072  HISTORY     - 1934     MONUMENTED       CGS
 OM0072  HISTORY     - 1958     GOOD             USGS
 OM0072  HISTORY     - 20060528 MARK NOT FOUND   USPSQD
 OM0072
 OM0072                          STATION DESCRIPTION
 OM0072
 OM0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0072'AT GERMANTOWN.
 OM0072'MARK SET VERTICALLY IN THE SOUTHEAST CORNER OF SCHOOL BUILDING,
 OM0072'DISTRICT 5, 19 FEET EAST THENCE 15 FEET NORTH OF THE FRONT
 OM0072'(SOUTH) ENTRANCE, 3 FEET ABOVE THE RAIL LEVEL.
 OM0072
 OM0072                          STATION RECOVERY (1958)
 OM0072
 OM0072'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 OM0072'RECOVERED IN GOOD CONDITION.
 OM0072
 OM0072                          STATION RECOVERY (2006)
 OM0072
 OM0072'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRB)
 OM0072'THE STATION WAS NOT FOUND.  A NEW SCHOOL BUILDING WAS CONSTRUCTED IN
 OM0072'1991.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB8456 ***********************************************************************
 AB8456  DESIGNATION -  HICKERSON
 AB8456  PID         -  AB8456
 AB8456  STATE/COUNTY-  WI/BURNETT
 AB8456  USGS QUAD   -  TRADE RIVER (1983)
 AB8456
 AB8456                         *CURRENT SURVEY CONTROL
 AB8456  ___________________________________________________________________
 AB8456* NAD 83(1997)-  45 43 26.99728(N)    092 42 11.09011(W)     ADJUSTED  
 AB8456* NAVD 88     -       276.6    (meters)     907.     (feet)  GPS OBS   
 AB8456  ___________________________________________________________________
 AB8456  X           -    -210,357.737 (meters)                     COMP
 AB8456  Y           -  -4,455,533.915 (meters)                     COMP
 AB8456  Z           -   4,544,075.995 (meters)                     COMP
 AB8456  LAPLACE CORR-           4.02  (seconds)                    DEFLEC99
 AB8456  ELLIP HEIGHT-         249.58  (meters)          (01/30/03) GPS OBS
 AB8456  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AB8456
 AB8456  HORZ ORDER  -  FIRST
 AB8456  ELLP ORDER  -  FOURTH    CLASS I
 AB8456
 AB8456.The horizontal coordinates were established by GPS observations
 AB8456.and adjusted by the National Geodetic Survey in January 2003..
 AB8456
 AB8456.The orthometric height was determined by GPS observations and a
 AB8456.high-resolution geoid model.
 AB8456
 AB8456.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8456
 AB8456.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8456
 AB8456.The ellipsoidal height was determined by GPS observations
 AB8456.and is referenced to NAD 83.
 AB8456
 AB8456.The geoid height was determined by GEOID03.
 AB8456
 AB8456;                    North         East     Units Scale Factor Converg.
 AB8456;SPC WI N     -    65,542.738   389,618.278   MT  0.99997514   -1 56 59.7
 AB8456;SPC WI N     -   215,034.80  1,278,272.63   sFT  0.99997514   -1 56 59.7
 AB8456;UTM  15      - 5,063,444.041   523,105.131   MT  0.99960656   +0 12 45.3
 AB8456
 AB8456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8456!SPC WI N     -   0.99996087  x   0.99997514  =   0.99993602
 AB8456!UTM  15      -   0.99996087  x   0.99960656  =   0.99956745
 AB8456
 AB8456                          SUPERSEDED SURVEY CONTROL
 AB8456
 AB8456  NAD 83(1991)-  45 43 26.99701(N)    092 42 11.08798(W) AD(       ) 1
 AB8456  ELLIP H (12/09/96)  249.62   (m)                       GP(       ) 4 1
 AB8456
 AB8456.Superseded values are not recommended for survey control.
 AB8456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8456.See file dsdata.txt to determine how the superseded data were derived.
 AB8456
 AB8456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2310563444(NAD 83)
 AB8456_MARKER: DD = SURVEY DISK
 AB8456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8456_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8456+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB8456
 AB8456  HISTORY     - Date     Condition        Report By
 AB8456  HISTORY     - 1993     MONUMENTED       WI-013
 AB8456
 AB8456                          STATION DESCRIPTION
 AB8456
 AB8456'DESCRIBED BY BURNETT COUNTY WISCONSIN 1993
 AB8456'THE STATION IS LOCATED 25.9 KM (16.10 MI) SOUTHWEST OF THE VILLAGE OF
 AB8456'SIREN, WISCONSIN, (WHERE STATE TRUNK HIGHWAY 70 (FROM WEST) , STATE
 AB8456'TRUNK HIGHWAY 35 AND COUNTY ROAD B INTERSECT) , 5.7 KM (3.55 MI)
 AB8456'SOUTHWEST OF THE VILLAGE OF GRANTSBURG, WISCONSIN, IN THE SOUTHEAST
 AB8456'QUARTER OF THE NORTHWEST QUARTER, SECTION 3, T37N, R19W, TOWN OF
 AB8456'ANDERSON.  TO REACH THE STATION FROM THE VILLAGE OF GRANTSBURG,
 AB8456'WISCONSIN (WHERE STATE HIGHWAY 70 AND STATE HIGHWAY 48/87 JUNCTION) GO
 AB8456'SOUTH ALONG STATE HIGHWAY 48/87 4.8 KM (3.00 MI) TO ASSEMBLY ROAD, GO
 AB8456'WEST (RIGHT) ALONG ASSEMBLY ROAD 1.61 KM (1.00 MI) TO HICKERSON ROAD,
 AB8456'GO SOUTH ALONG HICKERSON ROAD .6 KM (0.35 MI) TO STATION LOCATED 34.5
 AB8456'FEET (10.5 M) WEST OF ROAD, 48.5 FEET (14.8 M) SOUTH OF DEPARTMENT OF
 AB8456'NATURAL RESOURCES FOOT TRAIL, .4 MI (0.6 KM) SOUTH OF NORTH QUARTER
 AB8456'CORNER.  THIS STATION IS LOCATED ON WISCONSIN DEPARTMENT OF NATURAL
 AB8456'RESOURCES LAND.  FIBERGLASS WITNESS POST SET 1 FOOT (0.3 M) WEST OF
 AB8456'THE STATION.  THE STATION MARKER IS SET IN A 30 CM ROUND CONCRETE
 AB8456'MONUMENT 12 CM BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON1082 ***********************************************************************
 ON1082  DESIGNATION -  HICKORY GROVE LUTH CH SPIRE
 ON1082  PID         -  ON1082
 ON1082  STATE/COUNTY-  WI/GRANT
 ON1082  USGS QUAD   -  CASTLE ROCK (1983)
 ON1082
 ON1082                         *CURRENT SURVEY CONTROL
 ON1082  ___________________________________________________________________
 ON1082* NAD 83(1991)-  43 05 09.94825(N)    090 37 21.51130(W)     ADJUSTED  
 ON1082* NAVD 88     -                                                        
 ON1082  ___________________________________________________________________
 ON1082  LAPLACE CORR-          -5.86  (seconds)                    DEFLEC99
 ON1082  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 ON1082
 ON1082  HORZ ORDER  -  THIRD
 ON1082
 ON1082.The horizontal coordinates were established by classical geodetic methods
 ON1082.and adjusted by the National Geodetic Survey in March 1999..
 ON1082
 ON1082
 ON1082.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1082
 ON1082.The geoid height was determined by GEOID03.
 ON1082
 ON1082;                    North         East     Units Scale Factor Converg.
 ON1082;SPC WI S     -   120,844.131   549,303.240   MT  0.99994759   -0 25 40.1
 ON1082;SPC WI S     -   396,469.45  1,802,172.38   sFT  0.99994759   -0 25 40.1
 ON1082;UTM  15      - 4,773,118.927   693,507.554   MT  1.00006066   +1 37 28.1
 ON1082
 ON1082                          SUPERSEDED SURVEY CONTROL
 ON1082
 ON1082  NAD 83(1991)-  43 05 09.94631(N)    090 37 21.51067(W) AD(       ) 4
 ON1082  NAD 83(1986)-  43 05 09.94135(N)    090 37 21.51232(W) AD(       ) 4
 ON1082  NAD 27      -  43 05 09.98900(N)    090 37 21.06400(W) AD(       ) 3
 ON1082
 ON1082.Superseded values are not recommended for survey control.
 ON1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1082.See file dsdata.txt to determine how the superseded data were derived.
 ON1082
 ON1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9350873119(NAD 83)
 ON1082_MARKER: 90 = CHURCH SPIRE
 ON1082
 ON1082  HISTORY     - Date     Condition        Report By
 ON1082  HISTORY     - 1958     FIRST OBSERVED   CGS
 ON1082  HISTORY     - 19980923 GOOD             USPSQD
 ON1082
 ON1082                          STATION DESCRIPTION
 ON1082
 ON1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 ON1082'THE STATION IS THE TOP OF THE SPIRE WHICH IS COVERED WITH
 ON1082'WHITE SHINGLES AND HAS A BALL ON THE TOP.  THE SPIRE IS OVER
 ON1082'THE NORTH ENTRANCE TO THE YELLOW COLORED STONE CHURCH.  THE
 ON1082'OVERALL HEIGHT OF THE SPIRE AND CHURCH IS ABOUT 55 FEET.
 ON1082'
 ON1082'THE CHURCH IS LOCATED JUST EAST OF THE JUNCTION OF COUNTY
 ON1082'ROADS T AND S, ABOUT 6 MILES SOUTHEAST OF BOSCOBEL.
 ON1082
 ON1082                          STATION RECOVERY (1998)
 ON1082
 ON1082'RECOVERY NOTE BY US POWER SQUADRON 1998
 ON1082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5054 ***********************************************************************
 DH5054  DESIGNATION -  HICKORY GROVE W GPS
 DH5054  PID         -  DH5054
 DH5054  STATE/COUNTY-  WI/GRANT
 DH5054  USGS QUAD   -  LONG HOLLOW (1983)
 DH5054
 DH5054                         *CURRENT SURVEY CONTROL
 DH5054  ___________________________________________________________________
 DH5054* NAD 83(1997)-  43 02 12.76408(N)    090 39 41.60108(W)     ADJUSTED  
 DH5054* NAVD 88     -                                                        
 DH5054  ___________________________________________________________________
 DH5054  X           -     -53,913.331 (meters)                     COMP
 DH5054  Y           -  -4,669,097.851 (meters)                     COMP
 DH5054  Z           -   4,330,731.481 (meters)                     COMP
 DH5054  LAPLACE CORR-          -5.58  (seconds)                    DEFLEC99
 DH5054  ELLIP HEIGHT-         343.27  (meters)          (08/01/05) GPS OBS
 DH5054  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 DH5054
 DH5054  HORZ ORDER  -  FIRST
 DH5054  ELLP ORDER  -  SECOND    CLASS I
 DH5054
 DH5054.The horizontal coordinates were established by GPS observations
 DH5054.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5054
 DH5054
 DH5054.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5054
 DH5054.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5054
 DH5054.The ellipsoidal height was determined by GPS observations
 DH5054.and is referenced to NAD 83.
 DH5054
 DH5054.The geoid height was determined by GEOID03.
 DH5054
 DH5054;                    North         East     Units Scale Factor Converg.
 DH5054;SPC WI S     -   115,401.172   546,091.487   MT  0.99995265   -0 27 16.4
 DH5054;SPC WI S     -   378,612.01  1,791,635.15   sFT  0.99995265   -0 27 16.4
 DH5054;UTM  15      - 4,767,563.902   690,492.405   MT  1.00004642   +1 35 47.0
 DH5054
 DH5054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5054!SPC WI S     -   0.99994617  x   0.99995265  =   0.99989882
 DH5054!UTM  15      -   0.99994617  x   1.00004642  =   0.99999259
 DH5054
 DH5054                          SUPERSEDED SURVEY CONTROL
 DH5054
 DH5054.No superseded survey control is available for this station.
 DH5054
 DH5054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9049267564(NAD 83)
 DH5054_MARKER: DD = SURVEY DISK
 DH5054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5054_STAMPING: HICKORY GROVE W GPS 2004
 DH5054_MARK LOGO: WIDT  
 DH5054_PROJECTION: FLUSH
 DH5054_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5054+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2005
 DH5054
 DH5054  HISTORY     - Date     Condition        Report By
 DH5054  HISTORY     - 2003     MONUMENTED       WIDT
 DH5054  HISTORY     - 20051227 GOOD             WIDT
 DH5054
 DH5054                          STATION DESCRIPTION
 DH5054
 DH5054'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5054'OWNERSHIP--TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 61
 DH5054'WITH COUNTY  HIGHWAY T ABOUT 4 MI NORTH OF THE CITY OF FENNIMORE, GO
 DH5054'SOUTH ON US HIGHWAY 61 FOR 0.15  MI TO THE STATION ON THE RIGHT.  THE
 DH5054'STATION IS A BRONZE WISCONSIN  DEPARTMENT OF  TRANSPORTATION GEODETIC
 DH5054'SURVEY  CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DH5054'CONCRETE POST ABOUT 2 M  ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS
 DH5054'13.6 M WEST OF THE CENTERLINE OF US HIGHWAY  61, 59 M SOUTH OF THE
 DH5054'EXTENDED CENTERLINE OF THE SOUTHERN ENTRANCE FOR A WAYSIDE,  53.9 M
 DH5054'WEST-NORTHWEST OF POWERPOLE --7-2W-31 13/17--, 1.0 M SOUTHWEST OF AN
 DH5054'ORANGE 4X4  PLASTIC WITNESS POST, 1.0 M NORTHWEST OF AN ORANGE 4X4
 DH5054'PLASTIC WITNESS  POST AND 1.0 M EAST OF AN ORANGE 4X4 PLASTIC WITNESS
 DH5054'POST.  ---NOTE--- THIS STATION HAS NO  VISIBLE  OBSTRUCTIONS EXTENDING
 DH5054'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH5054
 DH5054                          STATION RECOVERY (2005)
 DH5054
 DH5054'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5054'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0096 ***********************************************************************
 QM0096  DESIGNATION -  HIGH
 QM0096  PID         -  QM0096
 QM0096  STATE/COUNTY-  WI/OCONTO
 QM0096  USGS QUAD   -  TOWNSEND (1972)
 QM0096
 QM0096                         *CURRENT SURVEY CONTROL
 QM0096  ___________________________________________________________________
 QM0096* NAD 83(1991)-  45 17 12.45285(N)    088 30 27.61327(W)     ADJUSTED  
 QM0096* NAVD 88     -       408.910  (meters)    1341.57   (feet)  ADJUSTED  
 QM0096  ___________________________________________________________________
 QM0096  LAPLACE CORR-          -3.94  (seconds)                    DEFLEC99
 QM0096  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 QM0096  DYNAMIC HT  -         408.866 (meters)    1341.42  (feet)  COMP
 QM0096  MODELED GRAV-     980,497.9   (mgal)                       NAVD 88
 QM0096
 QM0096  HORZ ORDER  -  FIRST
 QM0096  VERT ORDER  -  FIRST     CLASS II
 QM0096
 QM0096.The horizontal coordinates were established by classical geodetic methods
 QM0096.and adjusted by the National Geodetic Survey in November 1991..
 QM0096
 QM0096.The orthometric height was determined by differential leveling
 QM0096.and adjusted by the National Geodetic Survey in June 1991..
 QM0096
 QM0096.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0096
 QM0096.The geoid height was determined by GEOID03.
 QM0096
 QM0096.The dynamic height is computed by dividing the NAVD 88
 QM0096.geopotential number by the normal gravity value computed on the
 QM0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0096.degrees latitude (g = 980.6199 gals.).
 QM0096
 QM0096.The modeled gravity was interpolated from observed gravity values.
 QM0096
 QM0096;                    North         East     Units Scale Factor Converg.
 QM0096;SPC WI C     -   162,585.888   717,066.467   MT  0.99996636   +1 03 10.6
 QM0096;SPC WI C     -   533,417.20  2,352,575.57   sFT  0.99996636   +1 03 10.6
 QM0096;SPC WI N     -    14,451.291   717,077.429   MT  1.00006255   +1 04 35.5
 QM0096;SPC WI N     -    47,412.28  2,352,611.53   sFT  1.00006255   +1 04 35.5
 QM0096;UTM  16      - 5,015,915.792   381,766.916   MT  0.99977188   -1 04 17.5
 QM0096
 QM0096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0096!SPC WI C     -   0.99994144  x   0.99996636  =   0.99990780
 QM0096!SPC WI N     -   0.99994144  x   1.00006255  =   1.00000398
 QM0096!UTM  16      -   0.99994144  x   0.99977188  =   0.99971333
 QM0096
 QM0096|---------------------------------------------------------------------|
 QM0096| PID    Reference Object                     Distance      Geod. Az  |
 QM0096|                                                           dddmmss.s |
 QM0096| CJ5081 HIGH RM 1                            14.640 METERS 02438     |
 QM0096| CJ5082 HIGH RM 2                            12.783 METERS 10152     |
 QM0096| QM0627 ARCHIBALD LOOKOUT                   APPROX. 6.8 KM 2465217.8 |
 QM0096|---------------------------------------------------------------------|
 QM0096
 QM0096                          SUPERSEDED SURVEY CONTROL
 QM0096
 QM0096  NAD 83(1986)-  45 17 12.45790(N)    088 30 27.62884(W) AD(       ) 1
 QM0096  NAD 27      -  45 17 12.57000(N)    088 30 27.25200(W) AD(       ) 1
 QM0096  NGVD 29 (??/??/92)  408.909  (m)         1341.56   (f) ADJ UNCH    1 2
 QM0096
 QM0096.Superseded values are not recommended for survey control.
 QM0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0096.See file dsdata.txt to determine how the superseded data were derived.
 QM0096
 QM0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8176715916(NAD 83)
 QM0096_MARKER: DS = TRIANGULATION STATION DISK
 QM0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0096
 QM0096  HISTORY     - Date     Condition        Report By
 QM0096  HISTORY     - 1921     MONUMENTED       CGS
 QM0096  HISTORY     - 1922     GOOD             NGS
 QM0096  HISTORY     - 1934     GOOD             CGS
 QM0096  HISTORY     - 1934     GOOD             NGS
 QM0096  HISTORY     - 1972     MARK NOT FOUND   USGS
 QM0096  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0096
 QM0096                          STATION DESCRIPTION
 QM0096
 QM0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0096'STATION IS ABOUT 1-1/8 MILES S OF LAKEWOOD, 1/4 MILE N OF
 QM0096'LAKEWOOD JUNCTION, 200 METERS E OF THE CHICAGO AND NORTHWESTERN
 QM0096'RAILWAY ON THE SW SHOULDER OF A LONG RIDGE IN THE E SIDE
 QM0096'OF THE RAILROAD AND AT A POINT NEARLY E OF THE END OF THE
 QM0096'LONG CURVE S OF LAKEWOOD.  ABOUT 50 FEET ABOVE THE RAILROAD
 QM0096'TRACK.
 QM0096'
 QM0096'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 QM0096'DISKS SET IN CONCRETE.
 QM0096
 QM0096                          STATION RECOVERY (1922)
 QM0096
 QM0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 QM0096'1.1 MI S FROM LAKEWOOD.
 QM0096'ABOUT 1-1/8 MILES SOUTH OF LAKEWOOD, 1/4 MILE NORTH OF LAKEWOOD
 QM0096'JUNCTION, 200 METERS EAST OF THE C. AND N.W. RY., ON THE SOUTHWEST
 QM0096'SHOULDER OF A LONG RIDGE ON THE EAST SIDE OF THE RAILROAD AND AT
 QM0096'A POINT NEARLY EAST OF THE END OF THE LONG CURVE SOUTH OF LAKEWOOD.
 QM0096'ABOUT 50 FEET ABOVE THE RAILROAD TRACK.
 QM0096
 QM0096                          STATION RECOVERY (1934)
 QM0096
 QM0096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QM0096'THIS STATION WAS RECOVERED APPARENTLY IN GOOD CONDITION.
 QM0096'THE DIRECTION TO REFERENCE MARK NO. 1 WAS IN ERROR.
 QM0096'
 QM0096'THE STATION IS ABOUT 1-1/8 MILES S OF LAKEWOOD, 1/4 MILE N
 QM0096'OF LAKEWOOD JUNCTION, 600 FEET E OF THE CHICAGO AND NORTHWESTERN
 QM0096'RAILWAY ON SW POINT OF LONG RIDGE, IN NW 1/4 SEC. 4, T 32 N,
 QM0096'R 16 E.  STATION IS ABOUT 10 PACES BACK FROM BREAK OF STEEP
 QM0096'SLOPE.  THE MARK IS SET FLUSH WITH THE GROUND.
 QM0096'
 QM0096'REFERENCE MARK NO. 1 IS NE OF THE STATION, AND IS SET FLUSH
 QM0096'WITH THE GROUND.
 QM0096'
 QM0096'REFERENCE MARK NO. 2 1934 IS A STANDARD BRONZE DISK SET IN
 QM0096'CONCRETE, IT IS ESE OF THE STATION,
 QM0096'AND IS FLUSH WITH THE GROUND.
 QM0096'
 QM0096'TO REACH STATION FROM LAKEWOOD GO SE ON STATE HIGHWAY 32
 QM0096'FOR 1-1/4 MILES TO CROSSROADS, THE ROAD W BEING THE MAIDEN
 QM0096'LAKE ROAD.  TURN E ACROSS RAILROAD ABOUT 30 YARDS, THENCE
 QM0096'N ON DIM WAGON TRAIL, ON E SIDE OF RIGHT-OF-WAY CLEARING
 QM0096'FOR 0.15 MILE, THEN PACK NE THROUGH BRUSH ABOUT 250 YARDS
 QM0096'TO STATION.  TO REACH FROM MOUNTAIN GO N ON STATE HIGHWAY
 QM0096'32 FOR 8.2 MILES TO MAIDEN LAKE ROAD.  THENCE AS ABOVE.
 QM0096'
 QM0096'STATIONS FALLS, RIVER, AND ARCHIBALD ARE VISIBLE FROM THE
 QM0096'GROUND.
 QM0096'
 QM0096'A 20-FOOT SIGNAL AT LAKEWOOD IS VISIBLE FROM THE GROUND.
 QM0096
 QM0096                          STATION RECOVERY (1934)
 QM0096
 QM0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QM0096'RECOVERED IN GOOD CONDITION.
 QM0096
 QM0096                          STATION RECOVERY (1972)
 QM0096
 QM0096'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (RLB)
 QM0096'NOT FOUND.  PROBABLY THERE.  INADEQUITE DESCRIPTION.
 QM0096
 QM0096                          STATION RECOVERY (1985)
 QM0096
 QM0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0096'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0685 ***********************************************************************
 RM0685  DESIGNATION -  HIGH
 RM0685  PID         -  RM0685
 RM0685  STATE/COUNTY-  WI/ASHLAND
 RM0685  USGS QUAD   -  HIGH BRIDGE (1984)
 RM0685
 RM0685                         *CURRENT SURVEY CONTROL
 RM0685  ___________________________________________________________________
 RM0685* NAD 83(1991)-  46 25 57.86288(N)    090 44 15.73577(W)     ADJUSTED  
 RM0685* NAVD 88     -       230.08   (+/-2cm)     754.9    (feet)  VERTCON   
 RM0685  ___________________________________________________________________
 RM0685  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 RM0685  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 RM0685
 RM0685  HORZ ORDER  -  THIRD
 RM0685  VERT ORDER  -  THIRD ? (See Below)
 RM0685
 RM0685.The horizontal coordinates were established by classical geodetic methods
 RM0685.and adjusted by the National Geodetic Survey in November 1991..
 RM0685
 RM0685.The NAVD 88 height was computed by applying the VERTCON shift value to
 RM0685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RM0685.The vertical order pertains to the NGVD 29 superseded value.
 RM0685
 RM0685.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0685
 RM0685.The geoid height was determined by GEOID03.
 RM0685
 RM0685;                    North         East     Units Scale Factor Converg.
 RM0685;SPC WI N     -   140,982.050   543,305.418   MT  0.99995602   -0 31 55.8
 RM0685;SPC WI N     -   462,538.61  1,782,494.53   sFT  0.99995602   -0 31 55.8
 RM0685;UTM  15      - 5,144,616.461   673,801.950   MT  0.99997132   +1 38 22.5
 RM0685
 RM0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0685!SPC WI N     -   0.99996881  x   0.99995602  =   0.99992483
 RM0685!UTM  15      -   0.99996881  x   0.99997132  =   0.99994013
 RM0685
 RM0685:                Primary Azimuth Mark                     Grid Az
 RM0685:SPC WI N     -  MELLEN                                   148 15 00.7
 RM0685:UTM  15      -  MELLEN                                   146 04 42.4
 RM0685
 RM0685|---------------------------------------------------------------------|
 RM0685| PID    Reference Object                     Distance      Geod. Az  |
 RM0685|                                                           dddmmss.s |
 RM0685| RM0681 MELLEN                              APPROX.17.3 KM 1474304.9 |
 RM0685|---------------------------------------------------------------------|
 RM0685
 RM0685                          SUPERSEDED SURVEY CONTROL
 RM0685
 RM0685  NAD 83(1986)-  46 25 57.85823(N)    090 44 15.72961(W) AD(       ) 3
 RM0685  NAD 27      -  46 25 58.04300(N)    090 44 15.06500(W) AD(       ) 3
 RM0685  NGVD 29 (07/19/86)  230.10   (m)          754.9    (f) LEVELING    3  
 RM0685
 RM0685.Superseded values are not recommended for survey control.
 RM0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0685.See file dsdata.txt to determine how the superseded data were derived.
 RM0685
 RM0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM7380244616(NAD 83)
 RM0685_MARKER: DS = TRIANGULATION STATION DISK
 RM0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0685
 RM0685  HISTORY     - Date     Condition        Report By
 RM0685  HISTORY     - 1952     MONUMENTED       CGS
 RM0685  HISTORY     - 20031003 MARK NOT FOUND   USPSQD
 RM0685
 RM0685                          STATION DESCRIPTION
 RM0685
 RM0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 RM0685'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF HIGHBRIDGE, 3.5
 RM0685'MILES EAST OF MARENGO AND ON THE RIGHT OF WAY OF A NORTH-SOUTH
 RM0685'GRAVEL ROAD.
 RM0685'
 RM0685'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13
 RM0685'AND COUNTY ROUTE C IN HIGHBRIDGE, GO NORTH ON GRAVEL ROAD FOR
 RM0685'2.5 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE
 RM0685'STRAIGHT AHEAD FOR 0.5 MILE TO THE STATION ON THE RIGHT AS
 RM0685'DESCRIBED.
 RM0685'
 RM0685'THE STATION MARK IS STAMPED HIGH 1952.  IT IS A STANDARD DISK
 RM0685'SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT
 RM0685'IS 85 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A WHITE HOUSE,
 RM0685'36 FEET EAST OF CENTERLINE OF A GRAVEL ROAD AND 2.5 FEET
 RM0685'NORTHEAST OF A WHITE WITNESS POST.
 RM0685'
 RM0685'REFERENCE MARK NO. 1 IS STAMPED HIGH NO 1 1952.  IT IS A STANDARD
 RM0685'DISK SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES.
 RM0685'IT IS 36 FEET EAST OF CENTERLINE OF A GRAVEL ROAD.
 RM0685'
 RM0685'REFERENCE MARK NO. 2 IS STAMPED HIGH NO 2 1952.  IT IS A
 RM0685'STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS
 RM0685'6 INCHES.  IT IS 16 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 RM0685'A WHITE HOUSE.
 RM0685'
 RM0685'THE AZIMUTH MARK IS STAMPED HIGH 1952.  IT IS A STANDARD DISK
 RM0685'SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT
 RM0685'IS 30 FEET WEST OF CENTERLINE OF A GRAVEL ROAD, 3 FEET EAST OF
 RM0685'A FENCE CORNER, 2 FEET NORTH OF A POWER POLE AND 1.5 FEET
 RM0685'NORTHWEST OF A WHITE WITNESS POST.
 RM0685'
 RM0685'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 RM0685
 RM0685                          STATION RECOVERY (2003)
 RM0685
 RM0685'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0685'STATION AND REFERENCE MARKS 1 AND 2 WERE NOT FOUND.  THE AZIMUTH MARK
 RM0685'WAS RECOVERED IN GOOD CONDITION.
 RM0685'THE WHITE HOUSE DESCRIBED IN 1952 WAS NOT FOUND AND NO WITNESS POSTS
 RM0685'WERE FOUND.
 RM0685'THE AZIMUTH MARK IS ABOUT 165 FEET NORTH OF THE EXTENDED CENTERLINE OF
 RM0685'THE CENTER OF THE DRIVEWAY TO THE RESIDENCE AT --41714--.  FENCE WIRES
 RM0685'ARE ATTACHED TO THE UTILITY POLE DESCRIBED AND TWO METAL FENCE POSTS.
 RM0685' 
 RM0685'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 13 AND COUNTY ROAD
 RM0685'C, GO NORTH ON CTH C FOR 1.2 MILES TO THE CURVE TO THE LEFT, DELAFIELD
 RM0685'ROAD TO THE RIGHT, AND GOVERNMENT ROAD AHEAD.  CONTINUE NORTH ON
 RM0685'GOVERNMENT ROAD FOR 1.2 MILES TO THE AZIMUTH MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0920 ***********************************************************************
 PN0920  DESIGNATION -  HIGHCLIFF ATT RADIO TOWER
 PN0920  PID         -  PN0920
 PN0920  STATE/COUNTY-  WI/CALUMET
 PN0920  USGS QUAD   -  SHERWOOD (1992)
 PN0920
 PN0920                         *CURRENT SURVEY CONTROL
 PN0920  ___________________________________________________________________
 PN0920* NAD 83(1991)-  44 09 29.31364(N)    088 17 04.52670(W)     ADJUSTED  
 PN0920* NAVD 88     -                                                        
 PN0920  ___________________________________________________________________
 PN0920  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 PN0920  GEOID HEIGHT-         -36.14  (meters)                     GEOID03
 PN0920
 PN0920  HORZ ORDER  -  THIRD
 PN0920
 PN0920.The horizontal coordinates were established by classical geodetic methods
 PN0920.and adjusted by the National Geodetic Survey in November 1991..
 PN0920
 PN0920
 PN0920.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0920
 PN0920.The geoid height was determined by GEOID03.
 PN0920
 PN0920;                    North         East     Units Scale Factor Converg.
 PN0920;SPC WI S     -   241,170.365   737,213.517   MT  1.00001987   +1 10 43.2
 PN0920;SPC WI S     -   791,239.77  2,418,674.68   sFT  1.00001987   +1 10 43.2
 PN0920;SPC WI C     -    37,541.739   737,212.820   MT  1.00001863   +1 12 37.3
 PN0920;SPC WI C     -   123,168.19  2,418,672.39   sFT  1.00001863   +1 12 37.3
 PN0920;UTM  16      - 4,890,239.879   397,282.765   MT  0.99972976   -0 53 41.9
 PN0920
 PN0920                          SUPERSEDED SURVEY CONTROL
 PN0920
 PN0920  NAD 83(1986)-  44 09 29.30709(N)    088 17 04.52481(W) AD(       ) 4
 PN0920  NAD 27      -  44 09 29.33800(N)    088 17 04.17300(W) AD(       ) 3
 PN0920
 PN0920.Superseded values are not recommended for survey control.
 PN0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0920.See file dsdata.txt to determine how the superseded data were derived.
 PN0920
 PN0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9728390240(NAD 83)
 PN0920
 PN0920  HISTORY     - Date     Condition        Report By
 PN0920  HISTORY     - 1954     MONUMENTED       CGS
 PN0920  HISTORY     - 20011203 GOOD             NGS
 PN0920  HISTORY     - 20031212 GOOD             USPSQD
 PN0920  HISTORY     - 20050807 GOOD             USPSQD
 PN0920
 PN0920                          STATION DESCRIPTION
 PN0920
 PN0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 PN0920'THE STATION IS LOCATED ABOUT 6 MILES NORTH-NORTHWEST OF
 PN0920'STOCKBRIDGE AND JUST SOUTH OF THE SMALL SETTLEMENT OF HIGHCLIFF.
 PN0920'IT IS OF STEEL CONSTRUCTION, ORANGE AND YELLOW, FOUR LEGGED,
 PN0920'300 FEET HIGH AND HAS A FLASHING RED LIGHT ON TOP.  THE POINT
 PN0920'INTERSECTED WAS THE FLASHING RED LIGHT ON TOP.
 PN0920'
 PN0920'TO REACH THE STATION FROM STOCKBRIDGE, GO NORTH ON STATE
 PN0920'HIGHWAY 55 FOR 5.2 MILE TO A GRAVEL SIDE ROAD LEFT, TURN LEFT
 PN0920'ONTO THE GRAVEL ROAD AND GO NORTH FOR 0.9 MILE TO THE TOWER ON
 PN0920'THE LEFT.
 PN0920
 PN0920                          STATION RECOVERY (2001)
 PN0920
 PN0920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PN0920'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PN0920
 PN0920                          STATION RECOVERY (2003)
 PN0920
 PN0920'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0920'RECOVERED IN GOOD CONDITION.  ADD-- TO REACH THE STATION FROM THE
 PN0920'JUNCTION OF HIGHWAYS 55-144 WITH COUNTY ROAD M IN SHERWOOD, GO SOUTH
 PN0920'ON HWYS 55-114 FOR 0.8 MILE TO THE SEPARATION OF HIGHWAYS 55-114 AND
 PN0920'HIGH CLIFF ROAD ON THE RIGHT.  TURN RIGHT ONTO HIGH CLIFF ROAD AND GO
 PN0920'WEST FOR 0.9 MILE TO A CURVE TO THE SOUTH.  GO SOUTH FOR 0.3 MILE TO
 PN0920'THE STATION ON THE RIGHT.
 PN0920
 PN0920                          STATION RECOVERY (2005)
 PN0920
 PN0920'RECOVERY NOTE BY US POWER SQUADRON 2005 (JMK)
 PN0920'RECOVERED IN GOOD CONDITION. NOTE-- DESCRIPTION SHOULD STATE HIGHWAYS
 PN0920'55-114 (NOT 55-144).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON1052 ***********************************************************************
 ON1052  DESIGNATION -  HIGHLAND
 ON1052  PID         -  ON1052
 ON1052  STATE/COUNTY-  WI/IOWA
 ON1052  USGS QUAD   -  HIGHLAND EAST (1983)
 ON1052
 ON1052                         *CURRENT SURVEY CONTROL
 ON1052  ___________________________________________________________________
 ON1052* NAD 83(1991)-  43 02 24.62838(N)    090 18 49.80806(W)     ADJUSTED  
 ON1052* NAVD 88     -       365.     (meters)    1198.     (feet)  SCALED    
 ON1052  ___________________________________________________________________
 ON1052  LAPLACE CORR-          -4.35  (seconds)                    DEFLEC99
 ON1052  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 ON1052
 ON1052  HORZ ORDER  -  SECOND
 ON1052
 ON1052.The horizontal coordinates were established by classical geodetic methods
 ON1052.and adjusted by the National Geodetic Survey in March 1999..
 ON1052
 ON1052.The orthometric height was scaled from a topographic map.
 ON1052
 ON1052.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1052
 ON1052.The geoid height was determined by GEOID03.
 ON1052
 ON1052;                    North         East     Units Scale Factor Converg.
 ON1052;SPC WI S     -   115,601.558   574,427.503   MT  0.99995229   -0 12 56.3
 ON1052;SPC WI S     -   379,269.44  1,884,600.90   sFT  0.99995229   -0 12 56.3
 ON1052;UTM  15      - 4,768,778.142   718,807.743   MT  1.00018901   +1 50 02.6
 ON1052
 ON1052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1052!SPC WI S     -   0.99994804  x   0.99995229  =   0.99990033
 ON1052!UTM  15      -   0.99994804  x   1.00018901  =   1.00013704
 ON1052
 ON1052|---------------------------------------------------------------------|
 ON1052| PID    Reference Object                     Distance      Geod. Az  |
 ON1052|                                                           dddmmss.s |
 ON1052| CI9753 HIGHLAND RM 2                        13.868 METERS 01215     |
 ON1052| CI9751 HIGHLAND AZ MK                                     0754353.6 |
 ON1052| CI9752 HIGHLAND RM 1                        13.107 METERS 09044     |
 ON1052| ON1051 HIGHLAND 2                           12.841 METERS 14237     |
 ON1052| NJ0852 EDMUND CO HOSP AND HOME TANK        APPROX.11.5 KM 1423737.5 |
 ON1052| ON1049 HIGHLAND RAD STA WHHI FM TOWER      APPROX. 4.6 KM 2813817.7 |
 ON1052|---------------------------------------------------------------------|
 ON1052
 ON1052                          SUPERSEDED SURVEY CONTROL
 ON1052
 ON1052  NAD 83(1991)-  43 02 24.62806(N)    090 18 49.80754(W) AD(       ) 2
 ON1052  NAD 83(1986)-  43 02 24.62158(N)    090 18 49.81214(W) AD(       ) 2
 ON1052  NAD 27      -  43 02 24.64500(N)    090 18 49.36910(W) AD(       ) 2
 ON1052
 ON1052.Superseded values are not recommended for survey control.
 ON1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1052.See file dsdata.txt to determine how the superseded data were derived.
 ON1052
 ON1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1880868778(NAD 83)
 ON1052_MARKER: DS = TRIANGULATION STATION DISK
 ON1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1052
 ON1052  HISTORY     - Date     Condition        Report By
 ON1052  HISTORY     - 1958     MONUMENTED       CGS
 ON1052  HISTORY     - 1960     SEE DESCRIPTION  CGS
 ON1052
 ON1052                          STATION DESCRIPTION
 ON1052
 ON1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 ON1052'THE STATION IS LOCATED ABOUT 3 MILES EAST OF HIGHLAND, ABOUT
 ON1052'7 MILES NORTH OF COBB AND IN THE SE 1/4 OF SEC. 36, T-7-N,
 ON1052'R-1-E AND ON ROAD RIGHT-OF-WAY.  IT IS 260 FEET SOUTHEAST
 ON1052'OF A T-FENCE CORNER, 46 FEET SOUTHWEST OF A POWER POLE, 20
 ON1052'FEET SOUTH OF THE CENTERLINE OF THE GRAVEL ROAD, 8 FEET EAST
 ON1052'OF A WHITE WITNESS POST AND 2 FEET NORTH OF A WIRE FENCE.
 ON1052'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED HIGHLAND 1958.
 ON1052'
 ON1052'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 80
 ON1052'AND COUNTY ROAD I IN THE SOUTH EDGE OF HIGHLAND, GO EAST ON
 ON1052'STATE HIGHWAY 80 FOR 1.7 MILES TO A JUNCTION WITH COUNTY ROAD
 ON1052'Q AND WHERE HIGHWAY 80 TURNS SHARPLY SOUTH.  GO EAST ON GRAVELED
 ON1052'ROAD (COUNTY ROAD Q) FOR 1.55 MILES TO A SIDE ROAD RIGHT
 ON1052'AND A SCHOOL ON THE RIGHT.  CONTINUE EAST ON THE GRAVELED ROAD
 ON1052'FOR 0.3 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 ON1052'
 ON1052'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST AND NORTHEAST
 ON1052'ON THE GRAVELED ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON
 ON1052'THE LEFT AS DESCRIBED.
 ON1052'
 ON1052'REFERENCE MARK 1 IS 35 FEET WEST OF A TELEPHONE POLE, 24 FEET
 ON1052'SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD AND 1 FOOT NORTH
 ON1052'OF A WIRE FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE
 ON1052'DISK IS STAMPED HIGHLAND NO 1 1958.
 ON1052'
 ON1052'REFERENCE MARK 2 IS 23 FEET NORTH OF THE CENTERLINE OF THE
 ON1052'GRAVELED ROAD, 4 FEET SOUTHEAST OF A POWER POLE AND 1 FOOT
 ON1052'SOUTH OF A WIRE FENCE.  THE MONUMENT PROJECTS 1 INCH AND THE
 ON1052'DISK IS STAMPED HIGHLAND NO 2 1958.
 ON1052'
 ON1052'THE AZIMUTH MARK IS 113 FEET NORTHEAST OF A TELEPHONE POLE,
 ON1052'19 FEET SOUTHEAST OF THE CENTERLINE OF THE GRAVELED ROAD AND
 ON1052'1 FOOT SOUTHWEST OF A WHITE WITNESS POST.  THE MONUMENT IS
 ON1052'FLUSH AND THE DISK IS STAMPED HIGHLAND 1958.
 ON1052'
 ON1052'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 ON1052
 ON1052                          STATION RECOVERY (1960)
 ON1052
 ON1052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 ON1052'RECOVERED ALL MARKS IN GOOD CONDITION AS DESCRIBED.  ALL MARKS
 ON1052'WERE DESTROYED AFTER THE ESTABLISHMENT OF A NEW STATION HIGHLAND 2
 ON1052'FOR WHICH SEE DESCRIPTION THEREOF AND R.M.S NOS 3 AND 4 AND
 ON1052'AZIMUTH MARK RESET 1960.  THE FOLLOWING DISTANCES AND DIRECTIONS
 ON1052'WERE MEASURED BEFORE THE STATION WAS DESTROYED.  IN OBSERVING
 ON1052'THE DIRECTIONS ONLY ONE POSITION OF THE INSTRUMENT CIRCLE
 ON1052'WAS OBSERVED, AND THE CIRCLE WAS ATTEMPTED SET WITH ZERO ON
 ON1052'THE INITIAL OF THE ORIGINAL DESCRIPTION LIST.  IT SO HAPPENED
 ON1052'THAT THE POSITION OF THE CIRCLE DID READ ON THE POINTINGS TO
 ON1052'EDMUND, IOWA COUNTY HOSPITAL AND HOME WATER TANK SO AS TO
 ON1052'MEAN EXACTLY THE SAME AS THE ORIGINAL DIRECTION TO THAT
 ON1052'OBJECT.
 ON1052'
 ON1052'THE DISKS OF ALL MARKS WERE RECLAIMED BY THE UNDERSIGNED.
 ON1052'THE NEW STATION HIGHLAND 2 WAS SET EXACTLY ON THE LINE TOWARD THE
 ON1052'WATER TANK AND 12.843 METERS OR 42.136 FEET FROM THE SUBJECT
 ON1052'ORIGINAL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0841 ***********************************************************************
 RM0841  DESIGNATION -  HIGHLAND
 RM0841  PID         -  RM0841
 RM0841  STATE/COUNTY-  WI/DOUGLAS
 RM0841  USGS QUAD   -  ELLISON LAKE (1984)
 RM0841
 RM0841                         *CURRENT SURVEY CONTROL
 RM0841  ___________________________________________________________________
 RM0841* NAD 83(1991)-  46 20 28.62441(N)    091 34 53.50413(W)     ADJUSTED  
 RM0841* NAVD 88     -       393.     (meters)    1289.     (feet)  SCALED    
 RM0841  ___________________________________________________________________
 RM0841  LAPLACE CORR-          -8.80  (seconds)                    DEFLEC99
 RM0841  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 RM0841
 RM0841  HORZ ORDER  -  SECOND
 RM0841
 RM0841.The horizontal coordinates were established by classical geodetic methods
 RM0841.and adjusted by the National Geodetic Survey in March 1999..
 RM0841
 RM0841.The orthometric height was scaled from a topographic map.
 RM0841
 RM0841.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0841
 RM0841.The geoid height was determined by GEOID03.
 RM0841
 RM0841;                    North         East     Units Scale Factor Converg.
 RM0841;SPC WI N     -   131,765.279   478,259.095   MT  0.99994992   -1 08 27.1
 RM0841;SPC WI N     -   432,299.92  1,569,088.38   sFT  0.99994992   -1 08 27.1
 RM0841;UTM  15      - 5,132,945.334   609,157.744   MT  0.99974647   +1 01 34.7
 RM0841
 RM0841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0841!SPC WI N     -   0.99994275  x   0.99994992  =   0.99989267
 RM0841!UTM  15      -   0.99994275  x   0.99974647  =   0.99968923
 RM0841
 RM0841|---------------------------------------------------------------------|
 RM0841| PID    Reference Object                     Distance      Geod. Az  |
 RM0841|                                                           dddmmss.s |
 RM0841| CJ2638 HIGHLAND RM 1                        31.041 METERS 23533     |
 RM0841| RM0842 HIGHLAND LOT L                       21.270 METERS 25256     |
 RM0841| CJ3072 HIGHLAND RM 2                        26.710 METERS 27316     |
 RM0841| RM0858 BENNETT                             APPROX.24.6 KM 2914936.4 |
 RM0841|---------------------------------------------------------------------|
 RM0841
 RM0841                          SUPERSEDED SURVEY CONTROL
 RM0841
 RM0841  NAD 83(1991)-  46 20 28.62330(N)    091 34 53.50347(W) AD(       ) 2
 RM0841  NAD 83(1986)-  46 20 28.61805(N)    091 34 53.50049(W) AD(       ) 2
 RM0841  NAD 27      -  46 20 28.82700(N)    091 34 52.80900(W) AD(       ) 2
 RM0841
 RM0841.Superseded values are not recommended for survey control.
 RM0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0841.See file dsdata.txt to determine how the superseded data were derived.
 RM0841
 RM0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM0915832945(NAD 83)
 RM0841_MARKER: DS = TRIANGULATION STATION DISK
 RM0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0841
 RM0841  HISTORY     - Date     Condition        Report By
 RM0841  HISTORY     - 1953     MONUMENTED       CGS
 RM0841
 RM0841                          STATION DESCRIPTION
 RM0841
 RM0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 RM0841'THE STATION IS LOCATED ABOUT 14 MILES SOUTH OF BRULE, 11
 RM0841'MILES EAST OF SOLON SPRINGS AND JUST EAST OF THE HIGHLAND LOOKOUT
 RM0841'TOWER.  IT IS 65.5 FEET NORTHEAST OF THE SOUTHEAST LEG OF THE
 RM0841'LOOKOUT TOWER AND 56 FEET EAST-NORTHEAST OF THE NORTHEAST
 RM0841'LEG OF THE LOOKOUT TOWER.  THE MARK PROJECTS ABOUT 3 INCHES
 RM0841'AND THE DISK IS STAMPED HIGHLAND 1953.
 RM0841'
 RM0841'REFERENCE MARK NO. 1 IS 32 FEET SOUTHWEST OF THE SOUTHEAST LEG
 RM0841'OF THE LOOKOUT TOWER AND 27 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 RM0841'LEG OF THE LOOKOUT TOWER.  THE MARK PROJECTS ABOUT 2 INCHES
 RM0841'AND THE DISK IS STAMPED HIGHLAND NO 1 1953.
 RM0841'
 RM0841'REFERENCE MARK NO. 2 IS 17.5 FEET NORTH OF THE NORTHWEST LEG
 RM0841'OF THE LOOKOUT TOWER.  THE MARK PROJECTS ABOUT 6 INCHES AND
 RM0841'THE DISK IS STAMPED HIGHLAND NO 2 1953.
 RM0841'
 RM0841'HIGHLAND TOWER L IS A STANDARD U.S.G.S. BENCH MARK DISK SET IN AN
 RM0841'8 INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF
 RM0841'THE GROUND AND STAMPED HIGHLAND TOWER L 1943.  THE MARK
 RM0841'IS DIRECTLY BENEATH THE LOOKOUT TOWER.
 RM0841'
 RM0841'A TRAVERSE CONNECTION WAS MADE FROM STATION HIGHLAND TO HIGHLAND
 RM0841'TOWER.  THE DISTANCE IS AS SHOWN ABOVE.
 RM0841'
 RM0841'NO AZIMUTH MARK WAS SET.
 RM0841'
 RM0841'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 53 AND COUNTY ROUTE
 RM0841'A IN SOLON SPRINGS, GO NORTH AND EAST ON COUNTY ROUTE A FOR
 RM0841'3.3 MILES TO THE JUNCTION OF COUNTY ROUTE N, KEEP RIGHT ON ROUTE
 RM0841'A (SOUTHERLY) FOR 1.8 MILES TO FORKS, KEEP LEFT (EAST) ON
 RM0841'ROUTE A FOR 10.4 MILES TO THE JUNCTION OF STATE HIGHWAY 27.
 RM0841'CONTINUE EAST AND SOUTH ON HIGHWAY 27 FOR 1.4 MILES TO THE
 RM0841'JUNCTION OF COUNTY ROUTE N.  CONTINUE SOUTH ON HIGHWAY 27 FOR 1.0
 RM0841'MILE TO A SIDE ROAD RIGHT AT SIGN HIGHLAND LOOKOUT TOWER 2 MILE,
 RM0841'TURN RIGHT (WEST) ON A GRADED ROAD FOR 1.55 MILES TO A
 RM0841'SIDE ROAD RIGHT, TURN RIGHT (NORTH) FOR 0.7 MILE TO THE
 RM0841'LOOKOUT TOWER AND THE STATION.
 RM0841'
 RM0841'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF6124 ***********************************************************************
 DF6124  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6124  DESIGNATION -  HIGHLAND
 DF6124  PID         -  DF6124
 DF6124  STATE/COUNTY-  WI/OZAUKEE
 DF6124  USGS QUAD   -  CEDARBURG (1994)
 DF6124
 DF6124                         *CURRENT SURVEY CONTROL
 DF6124  ___________________________________________________________________
 DF6124* NAD 83(1997)-  43 15 03.09615(N)    087 59 57.13979(W)     ADJUSTED  
 DF6124* NAVD 88     -       232.11   (meters)     761.5    (feet)  GPS OBS   
 DF6124  ___________________________________________________________________
 DF6124  X           -     162,453.427 (meters)                     COMP
 DF6124  Y           -  -4,650,208.674 (meters)                     COMP
 DF6124  Z           -   4,347,977.455 (meters)                     COMP
 DF6124  LAPLACE CORR-          -3.95  (seconds)                    DEFLEC99
 DF6124  ELLIP HEIGHT-         197.06  (meters)          (06/11/03) GPS OBS
 DF6124  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 DF6124
 DF6124  HORZ ORDER  -  FIRST
 DF6124  ELLP ORDER  -  THIRD     CLASS I
 DF6124
 DF6124.The horizontal coordinates were established by GPS observations
 DF6124.and adjusted by the National Geodetic Survey in June 2003..
 DF6124
 DF6124.The orthometric height was determined by GPS observations and a
 DF6124.high-resolution geoid model using precise GPS observation and
 DF6124.processing techniques.
 DF6124
 DF6124.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6124
 DF6124.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6124
 DF6124.The ellipsoidal height was determined by GPS observations
 DF6124.and is referenced to NAD 83.
 DF6124
 DF6124.The geoid height was determined by GEOID03.
 DF6124
 DF6124;                    North         East     Units Scale Factor Converg.
 DF6124;SPC WI S     -   140,907.395   762,455.445   MT  0.99993598   +1 22 29.1
 DF6124;SPC WI S     -   462,293.68  2,501,489.24   sFT  0.99993598   +1 22 29.1
 DF6124;UTM  16      - 4,789,157.633   418,888.261   MT  0.99968093   -0 41 04.9
 DF6124
 DF6124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6124!SPC WI S     -   0.99996910  x   0.99993598  =   0.99990508
 DF6124!UTM  16      -   0.99996910  x   0.99968093  =   0.99965004
 DF6124
 DF6124                          SUPERSEDED SURVEY CONTROL
 DF6124
 DF6124.No superseded survey control is available for this station.
 DF6124
 DF6124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1888889158(NAD 83)
 DF6124_MARKER: DD = SURVEY DISK
 DF6124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6124_STAMPING: HIGHLAND
 DF6124_MARK LOGO: WI3002
 DF6124_PROJECTION: FLUSH
 DF6124_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6124+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2003
 DF6124
 DF6124  HISTORY     - Date     Condition        Report By
 DF6124  HISTORY     - 1990     MONUMENTED       WI3002
 DF6124  HISTORY     - 2002     GOOD             WIDT
 DF6124  HISTORY     - 20031109 GOOD             USPSQD
 DF6124
 DF6124                          STATION DESCRIPTION
 DF6124
 DF6124'DESCRIBED BY WI DEPT OF TRANSP 2002 (TSS)
 DF6124'THE STATION IS LOCATED ABOUT 8 KM EAST-NORTHEAST OF GERMANTOWN AND IN
 DF6124'MEQUON.
 DF6124'OWNERSHIP--CITY OF MEQUON.  TO REACH THE STATION FROM THE JUNCTION OF
 DF6124'STATE HIGHWAY
 DF6124'167 (MEQUON ROAD) WITH STATE 181 (WAUWATOSA ROAD) IN THE CITY OF
 DF6124'MEQUON GO NORTH ON
 DF6124'STATE HIGHWAY 181 (WAUWATOSA ROAD) FOR 3.2 KM TO WEST HIGHLAND ROAD,
 DF6124'TURN RIGHT AND
 DF6124'GO EAST ON HIGHLAND ROAD FOR 0.3 KM TO THE STATION ON THE LEFT.  THE
 DF6124'STATION IS A BRONZE
 DF6124'CITY OF MEQUON HIGH PRECISION GPS STATION DISK SET IN A 41-CM DIAMETER
 DF6124'CONCRETE POST SET
 DF6124'TO A DEPTH OF 1.8 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE
 DF6124'STATION IS 8.8 M NORTH
 DF6124'OF THE CENTERLINE OF HIGHLAND ROAD, 42.4 M SOUTH OF THE SOUTHWEST
 DF6124'CORNER OF A METAL
 DF6124'BUILDING --APPLE RIDGE STABLES--, 39.5 M EAST OF POWER POLE
 DF6124'--E56-17810--, 28.9 M WEST OF
 DF6124'POWER POLE --E56-17801--, 17.9 M SOUTHEAST OF A METAL POST IN THE
 DF6124'CENTERLINE OF THE APPLE
 DF6124'RIDGE STABLES ENTRANCE --7230--, 3.1 M EAST-SOUTHEAST OF THE TOP
 DF6124'CENTER OF THE EAST END
 DF6124'OF A CORRUGATED METAL CULVERT PIPE AND 0.3 M SOUTH OF A 4X4 ORANGE
 DF6124'PLASTIC WITNESS
 DF6124'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DF6124'HIGHER THAN 15 DEGREES
 DF6124'ABOVE THE HORIZON EXCEPT FOR TREES TO THE SOUTH-SOUTHWEST EXTENDING TO
 DF6124'35 DEGREES, A
 DF6124'TREE TO THE NORTHWEST EXTENDING TO 20 DEGREES AND POWER LINES FROM THE
 DF6124'WEST TO EAST
 DF6124'EXTENDING TO 85 DEGREES.
 DF6124' 
 DF6124' 
 DF6124' 
 DF6124'
 DF6124
 DF6124                          STATION RECOVERY (2003)
 DF6124
 DF6124'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON1051 ***********************************************************************
 ON1051  DESIGNATION -  HIGHLAND 2
 ON1051  PID         -  ON1051
 ON1051  STATE/COUNTY-  WI/IOWA
 ON1051  USGS QUAD   -  HIGHLAND EAST (1983)
 ON1051
 ON1051                         *CURRENT SURVEY CONTROL
 ON1051  ___________________________________________________________________
 ON1051* NAD 83(1991)-  43 02 24.29770(N)    090 18 49.46367(W)     ADJUSTED  
 ON1051* NAVD 88     -       365.     (meters)    1198.     (feet)  SCALED    
 ON1051  ___________________________________________________________________
 ON1051  LAPLACE CORR-          -4.35  (seconds)                    DEFLEC99
 ON1051  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 ON1051
 ON1051  HORZ ORDER  -  THIRD
 ON1051
 ON1051.The horizontal coordinates were established by classical geodetic methods
 ON1051.and adjusted by the National Geodetic Survey in March 1999..
 ON1051.No horizontal observational check was made to the station.
 ON1051
 ON1051.The orthometric height was scaled from a topographic map.
 ON1051
 ON1051.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1051
 ON1051.The geoid height was determined by GEOID03.
 ON1051
 ON1051;                    North         East     Units Scale Factor Converg.
 ON1051;SPC WI S     -   115,591.324   574,435.260   MT  0.99995230   -0 12 56.1
 ON1051;SPC WI S     -   379,235.87  1,884,626.35   sFT  0.99995230   -0 12 56.1
 ON1051;UTM  15      - 4,768,768.190   718,815.862   MT  1.00018906   +1 50 02.8
 ON1051
 ON1051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1051!SPC WI S     -   0.99994804  x   0.99995230  =   0.99990034
 ON1051!UTM  15      -   0.99994804  x   1.00018906  =   1.00013709
 ON1051
 ON1051|---------------------------------------------------------------------|
 ON1051| PID    Reference Object                     Distance      Geod. Az  |
 ON1051|                                                           dddmmss.s |
 ON1051| CI9752 HIGHLAND RM 1                        11.354 METERS 02753     |
 ON1051| CI9756 HIGHLAND 2 RM 4                      14.892 METERS 08817     |
 ON1051| NJ0852 EDMUND CO HOSP AND HOME TANK        APPROX.11.5 KM 1423737.7 |
 ON1051| CI9754 HIGHLAND 2 AZ MK                                   2724045.1 |
 ON1051| ON1049 HIGHLAND RAD STA WHHI FM TOWER      APPROX. 4.6 KM 2814434.9 |
 ON1051| ON1052 HIGHLAND                             12.841 METERS 32237     |
 ON1051| CI9755 HIGHLAND 2 RM 3                      30.195 METERS 35231     |
 ON1051|---------------------------------------------------------------------|
 ON1051
 ON1051                          SUPERSEDED SURVEY CONTROL
 ON1051
 ON1051  NAD 83(1991)-  43 02 24.29738(N)    090 18 49.46315(W) AD(       ) 3
 ON1051  NAD 83(1986)-  43 02 24.29090(N)    090 18 49.46775(W) AD(       ) 3
 ON1051  NAD 27      -  43 02 24.31430(N)    090 18 49.02470(W) AD(       ) 3
 ON1051
 ON1051.Superseded values are not recommended for survey control.
 ON1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1051.See file dsdata.txt to determine how the superseded data were derived.
 ON1051
 ON1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1881668768(NAD 83)
 ON1051_MARKER: DS = TRIANGULATION STATION DISK
 ON1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1051_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ON1051
 ON1051  HISTORY     - Date     Condition        Report By
 ON1051  HISTORY     - 1960     MONUMENTED       CGS
 ON1051  HISTORY     - 19940521 GOOD             USPSQD
 ON1051
 ON1051                          STATION DESCRIPTION
 ON1051
 ON1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (ALW)
 ON1051'ON THE N SIDE OF SE 1/4 OF SEC. 36, T 7 N, R 1 E, ABOUT 1.9
 ON1051'MILES E ALONG NO. 80 WISCONSIN HIGHWAY FROM MAIN STREET IN
 ON1051'HIGHLAND THENCE E ON Q COUNTY HIGHWAY FOR 1.8 MILES TO TOP OF
 ON1051'HILL, ABOUT 75 YARDS W OF AND 2 FEET LOWER THAN THE HIGHEST
 ON1051'POINT OF THE HILL, 50 FEET S OF CENTER LINE OF HIGHWAY, 52 FEET
 ON1051'W OF TELEPHONE POLE, PROJECTING 0.1 FOOT, BOTH STATION DISKS
 ON1051'ARE STAMPED HIGHLAND 2 1960.
 ON1051'
 ON1051'REFERENCE STAMPED HIGHLAND 2 NO 3 1958 1960, PROJECTS 0.3
 ON1051'FOOT, IS ON CREST OF THE RIDGE AND 50 FEET N OF CENTER LINE
 ON1051'OF HIGHWAY.
 ON1051'
 ON1051'REFERENCE STAMPED HIGHLAND 2 NO. 4 1960, PROJECTS 0.1 FOOT, IS
 ON1051'50 FEET S OF CENTER LINE OF HIGHWAY AND 4 FEET W OF TELEPHONE
 ON1051'POLE.
 ON1051'
 ON1051'AZIMUTH STAMPED HIGHLAND 2 1960, PROJECTS 0.5 FOOT, IS ON CREST
 ON1051'OF RIDGE, ON LINE OF PROPERTY-LINE FENCE, ON PROJECTED CENTER
 ON1051'LINE OF ROAD FROM THE S, AND 50 FEET N OF CENTER LINE OF THE
 ON1051'HIGHWAY.
 ON1051
 ON1051                          STATION RECOVERY (1994)
 ON1051
 ON1051'RECOVERY NOTE BY US POWER SQUADRON 1994
 ON1051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5285 ***********************************************************************
 DH5285  DESIGNATION -  HIGHLAND C GPS
 DH5285  PID         -  DH5285
 DH5285  STATE/COUNTY-  WI/IOWA
 DH5285  USGS QUAD   -  HIGHLAND EAST (1983)
 DH5285
 DH5285                         *CURRENT SURVEY CONTROL
 DH5285  ___________________________________________________________________
 DH5285* NAD 83(1997)-  43 03 41.78272(N)    090 20 47.79555(W)     ADJUSTED  
 DH5285* NAVD 88     -                                                        
 DH5285  ___________________________________________________________________
 DH5285  X           -     -28,235.873 (meters)                     COMP
 DH5285  Y           -  -4,667,427.976 (meters)                     COMP
 DH5285  Z           -   4,332,719.980 (meters)                     COMP
 DH5285  LAPLACE CORR-          -4.65  (seconds)                    DEFLEC99
 DH5285  ELLIP HEIGHT-         315.34  (meters)          (08/01/05) GPS OBS
 DH5285  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 DH5285
 DH5285  HORZ ORDER  -  FIRST
 DH5285  ELLP ORDER  -  SECOND    CLASS I
 DH5285
 DH5285.The horizontal coordinates were established by GPS observations
 DH5285.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5285
 DH5285
 DH5285.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5285
 DH5285.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5285
 DH5285.The ellipsoidal height was determined by GPS observations
 DH5285.and is referenced to NAD 83.
 DH5285
 DH5285.The geoid height was determined by GEOID03.
 DH5285
 DH5285;                    North         East     Units Scale Factor Converg.
 DH5285;SPC WI S     -   117,992.931   571,766.841   MT  0.99995002   -0 14 17.4
 DH5285;SPC WI S     -   387,115.14  1,875,871.71   sFT  0.99995002   -0 14 17.4
 DH5285;UTM  15      - 4,771,073.331   716,062.603   MT  1.00017432   +1 48 44.6
 DH5285
 DH5285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5285!SPC WI S     -   0.99995055  x   0.99995002  =   0.99990057
 DH5285!UTM  15      -   0.99995055  x   1.00017432  =   1.00012486
 DH5285
 DH5285                          SUPERSEDED SURVEY CONTROL
 DH5285
 DH5285.No superseded survey control is available for this station.
 DH5285
 DH5285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1606371073(NAD 83)
 DH5285_MARKER: DD = SURVEY DISK
 DH5285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5285_STAMPING: HIGHLAND C GPS 2004
 DH5285_MARK LOGO: WIDT  
 DH5285_PROJECTION: FLUSH
 DH5285_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5285+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5285
 DH5285  HISTORY     - Date     Condition        Report By
 DH5285  HISTORY     - 2003     MONUMENTED       WIDT
 DH5285
 DH5285                          STATION DESCRIPTION
 DH5285
 DH5285'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5285'OWNERSHIP--TOWN OF HIGHLAND.  TO REACH THE STATION FROM THE JUNCTION
 DH5285'OF STATE  HIGHWAY 80 WITH COUNTY HIGHWAY I EAST ABOUT 1 MI
 DH5285'NORTH-NORTHEAST OF THE VILLAGE OF  HIGHLAND, GO EAST ON COUNTY HIGHWAY
 DH5285'I FOR 0.7 MI TO MCCARTHY ROAD ON THE RIGHT, TURN  RIGHT AND GO EAST ON
 DH5285'MCCARTHY ROAD FOR 0.5 MI TO THE STATION ON THE RIGHT.  THE STATION  IS
 DH5285'A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DH5285'CONTROL STATION  DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DH5285'ABOUT LEVEL WITH THE ROAD  PAVEMENT.  THE STATION IS 6.4 M SOUTH OF
 DH5285'THE CENTERLINE OF MCCARTHY ROAD, 110 M WEST OF  THE CENTERLINE OF A
 DH5285'FIELD ENTRANCE, 1.0 M EAST OF AN ORANGE 4X4 PLASTIC WITNESS POST, 1.0
 DH5285'M WEST OF AN ORANGE 4X4 PLASTIC WITNESS POST, AND 0.8 M NORTH OF A
 DH5285'WIRE FENCE.   ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH5285'EXTENDING HIGHER THAN 15 DEGREES  ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5278 ***********************************************************************
 DH5278  DESIGNATION -  HIGHLAND E GPS
 DH5278  PID         -  DH5278
 DH5278  STATE/COUNTY-  WI/IOWA
 DH5278  USGS QUAD   -  HIGHLAND EAST (1983)
 DH5278
 DH5278                         *CURRENT SURVEY CONTROL
 DH5278  ___________________________________________________________________
 DH5278* NAD 83(1997)-  43 02 51.03193(N)    090 16 57.24067(W)     ADJUSTED  
 DH5278* NAVD 88     -                                                        
 DH5278  ___________________________________________________________________
 DH5278  X           -     -23,023.987 (meters)                     COMP
 DH5278  Y           -  -4,668,511.407 (meters)                     COMP
 DH5278  Z           -   4,331,562.044 (meters)                     COMP
 DH5278  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 DH5278  ELLIP HEIGHT-         295.57  (meters)          (08/01/05) GPS OBS
 DH5278  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 DH5278
 DH5278  HORZ ORDER  -  FIRST
 DH5278  ELLP ORDER  -  SECOND    CLASS I
 DH5278
 DH5278.The horizontal coordinates were established by GPS observations
 DH5278.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5278
 DH5278
 DH5278.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5278
 DH5278.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5278
 DH5278.The ellipsoidal height was determined by GPS observations
 DH5278.and is referenced to NAD 83.
 DH5278
 DH5278.The geoid height was determined by GEOID03.
 DH5278
 DH5278;                    North         East     Units Scale Factor Converg.
 DH5278;SPC WI S     -   116,407.198   576,978.146   MT  0.99995150   -0 11 38.9
 DH5278;SPC WI S     -   381,912.62  1,892,969.13   sFT  0.99995150   -0 11 38.9
 DH5278;UTM  15      - 4,769,674.716   721,328.553   MT  1.00020266   +1 51 20.5
 DH5278
 DH5278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5278!SPC WI S     -   0.99995365  x   0.99995150  =   0.99990515
 DH5278!UTM  15      -   0.99995365  x   1.00020266  =   1.00015630
 DH5278
 DH5278                          SUPERSEDED SURVEY CONTROL
 DH5278
 DH5278.No superseded survey control is available for this station.
 DH5278
 DH5278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH2132969675(NAD 83)
 DH5278_MARKER: DD = SURVEY DISK
 DH5278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5278_STAMPING: HIGHLAND E GPS 2004
 DH5278_MARK LOGO: WIDT  
 DH5278_PROJECTION: FLUSH
 DH5278_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5278+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5278
 DH5278  HISTORY     - Date     Condition        Report By
 DH5278  HISTORY     - 2003     MONUMENTED       WIDT
 DH5278
 DH5278                          STATION DESCRIPTION
 DH5278
 DH5278'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5278'OWNERSHIP--IOWA COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5278'STATE HIGHWAY 80  WITH COUNTY HIGHWAY Q EAST ABOUT 3 MI EAST OF THE
 DH5278'VILLAGE OF HIGHLAND, GO EAST ON  COUNTY HIGHWAY Q FOR 3.4 MI TO COUNTY
 DH5278'HIGHWAY B ON THE LEFT, TURN LEFT AND GO  NORTHEAST ON COUNTY HIGHWAY B
 DH5278'FOR 0.1 MI TO THE STATION ON THE LEFT.  THE STATION IS A  BRONZE
 DH5278'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH5278'DISK  SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL
 DH5278'WITH THE HIGHWAY  PAVEMENT.  THE STATION IS 8.5 M NORTHWEST OF THE
 DH5278'CENTERLINE OF COUNTY HIGHWAY P, 48.5 M  SOUTHWEST OF A WOOD POST FOR A
 DH5278'--STOP AHEAD-- SIGN, 25.6 M NORTHEAST OF A WOOD POST FOR  A --JUNCTION
 DH5278'COUNTY HIGHWAY Q-- SIGN, 1.0 M SOUTHEAST OF AN ORANGE 4X4 PLASTIC
 DH5278'WITNESS  POST, 1.0 M WEST OF AN ORANGE 4X4 PLASTIC WITNESS POST, AND
 DH5278'1.0 NORTH-NORTHEAST OF AN  ORANGE 4X4 PLASTIC WITNESS POST.
 DH5278'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS  EXTENDING HIGHER
 DH5278'THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5283 ***********************************************************************
 DH5283  DESIGNATION -  HIGHLAND GPS
 DH5283  PID         -  DH5283
 DH5283  STATE/COUNTY-  WI/IOWA
 DH5283  USGS QUAD   -  HIGHLAND WEST (1983)
 DH5283
 DH5283                         *CURRENT SURVEY CONTROL
 DH5283  ___________________________________________________________________
 DH5283* NAD 83(1997)-  43 04 00.65487(N)    090 25 09.23843(W)     ADJUSTED  
 DH5283* NAVD 88     -                                                        
 DH5283  ___________________________________________________________________
 DH5283  X           -     -34,148.950 (meters)                     COMP
 DH5283  Y           -  -4,666,990.072 (meters)                     COMP
 DH5283  Z           -   4,333,144.835 (meters)                     COMP
 DH5283  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 DH5283  ELLIP HEIGHT-         314.39  (meters)          (08/01/05) GPS OBS
 DH5283  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 DH5283
 DH5283  HORZ ORDER  -  FIRST
 DH5283  ELLP ORDER  -  SECOND    CLASS I
 DH5283
 DH5283.The horizontal coordinates were established by GPS observations
 DH5283.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5283
 DH5283
 DH5283.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5283
 DH5283.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5283
 DH5283.The ellipsoidal height was determined by GPS observations
 DH5283.and is referenced to NAD 83.
 DH5283
 DH5283.The geoid height was determined by GEOID03.
 DH5283
 DH5283;                    North         East     Units Scale Factor Converg.
 DH5283;SPC WI S     -   118,602.443   565,854.295   MT  0.99994949   -0 17 17.0
 DH5283;SPC WI S     -   389,114.85  1,856,473.63   sFT  0.99994949   -0 17 17.0
 DH5283;UTM  15      - 4,771,470.955   710,130.793   MT  1.00014322   +1 45 46.5
 DH5283
 DH5283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5283!SPC WI S     -   0.99995070  x   0.99994949  =   0.99990019
 DH5283!UTM  15      -   0.99995070  x   1.00014322  =   1.00009391
 DH5283
 DH5283                          SUPERSEDED SURVEY CONTROL
 DH5283
 DH5283.No superseded survey control is available for this station.
 DH5283
 DH5283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1013171471(NAD 83)
 DH5283_MARKER: DD = SURVEY DISK
 DH5283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5283_STAMPING: HIGHLAND GPS 2004
 DH5283_MARK LOGO: WIDT  
 DH5283_PROJECTION: FLUSH
 DH5283_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5283+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5283
 DH5283  HISTORY     - Date     Condition        Report By
 DH5283  HISTORY     - 2003     MONUMENTED       WIDT
 DH5283
 DH5283                          STATION DESCRIPTION
 DH5283
 DH5283'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5283'OWNERSHIP--TOWN OF HIGHLAND.  TO REACH THE STATION FROM THE JUNCTION
 DH5283'OF STATE HIGHWAY  80 (MAIN STREET) WITH COUNTY HIGHWAY Q WEST
 DH5283'(DODGEVILLE STREET) IN THE VILLAGE OF  HIGHLAND, GO NORTHWEST ON
 DH5283'COUNTY HIGHWAY Q (DODGEVILLE STREET) FOR 2.65 MI TO BIG  SPRING ROAD
 DH5283'ON THE RIGHT, TURN RIGHT AND GO NORTH ON BIG SPRING ROAD FOR 0.45 MI
 DH5283'TO THE  STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DH5283'DEPARTMENT OF TRANSPORTATION  GEODETIC SURVEY CONTROL STATION DISK SET
 DH5283'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST  ABOUT LEVEL WITH THE
 DH5283'ROAD PAVEMENT.  THE STATION IS 5.5 M WEST OF THE CENTERLINE OF BIG
 DH5283'SPRING ROAD, 39.4 M NORTH OF A TELEPHONE PEDESTAL, 9 M SOUTH OF THE
 DH5283'EXTENDED  CENTERLINE OF PRIVATE ENTRANCE --5215--, 2 M EAST OF A
 DH5283'CULTIVATED FIELD, 1.0 M NORTH OF AN  ORANGE 4X4 PLASTIC WITNESS POST,
 DH5283'AND 1.0 M SOUTH OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DH5283'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH5283'THAN 15 DEGREES  ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0842 ***********************************************************************
 RM0842  DESIGNATION -  HIGHLAND LOT L
 RM0842  PID         -  RM0842
 RM0842  STATE/COUNTY-  WI/DOUGLAS
 RM0842  USGS QUAD   -  ELLISON LAKE (1984)
 RM0842
 RM0842                         *CURRENT SURVEY CONTROL
 RM0842  ___________________________________________________________________
 RM0842* NAD 83(1991)-  46 20 28.42229(N)    091 34 54.45499(W)     ADJUSTED  
 RM0842* NAVD 88     -       393.     (meters)    1289.     (feet)  SCALED    
 RM0842  ___________________________________________________________________
 RM0842  LAPLACE CORR-          -8.79  (seconds)                    DEFLEC99
 RM0842  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 RM0842
 RM0842  HORZ ORDER  -  SECOND
 RM0842
 RM0842.The horizontal coordinates were established by classical geodetic methods
 RM0842.and adjusted by the National Geodetic Survey in March 1999..
 RM0842
 RM0842.The orthometric height was scaled from a topographic map.
 RM0842
 RM0842.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0842
 RM0842.The geoid height was determined by GEOID03.
 RM0842
 RM0842;                    North         East     Units Scale Factor Converg.
 RM0842;SPC WI N     -   131,759.445   478,238.642   MT  0.99994992   -1 08 27.8
 RM0842;SPC WI N     -   432,280.78  1,569,021.28   sFT  0.99994992   -1 08 27.8
 RM0842;UTM  15      - 5,132,938.732   609,137.530   MT  0.99974641   +1 01 34.0
 RM0842
 RM0842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0842!SPC WI N     -   0.99994275  x   0.99994992  =   0.99989267
 RM0842!UTM  15      -   0.99994275  x   0.99974641  =   0.99968917
 RM0842
 RM0842                          SUPERSEDED SURVEY CONTROL
 RM0842
 RM0842  NAD 83(1991)-  46 20 28.42118(N)    091 34 54.45432(W) AD(       ) 2
 RM0842  NAD 83(1986)-  46 20 28.41594(N)    091 34 54.45134(W) AD(       ) 2
 RM0842  NAD 27      -  46 20 28.62500(N)    091 34 53.76000(W) AD(       ) 2
 RM0842
 RM0842.Superseded values are not recommended for survey control.
 RM0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0842.See file dsdata.txt to determine how the superseded data were derived.
 RM0842
 RM0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM0913832939(NAD 83)
 RM0842_MARKER: DB = BENCH MARK DISK
 RM0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0842_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RM0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0842+STABILITY: SURFACE MOTION
 RM0842
 RM0842  HISTORY     - Date     Condition        Report By
 RM0842  HISTORY     - 1953     MONUMENTED       USGS
 RM0842
 RM0842                          STATION DESCRIPTION
 RM0842
 RM0842'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (DAJ)
 RM0842'THE STATION IS LOCATED ABOUT 14 MILES SOUTH OF BRULE AND 11
 RM0842'MILES EAST OF SOLON SPRINGS.  THE MARK IS A STANDARD U.S.G.S.
 RM0842'BENCH MARK DISK SET IN AN 8 INCH SQUARE CONCRETE POST WHICH IS
 RM0842'FLUSH WITH THE SURFACE OF THE GROUND AND STAMPED HIGHLAND
 RM0842'TOWER L- 1943.  THE MARK IS DIRECTLY BENEATH THE LOOKOUT
 RM0842'TOWER.
 RM0842'
 RM0842'A TRAVERSE CONNECTION WAS MADE FROM STATION HIGHLAND TO
 RM0842'HIGHLAND TOWER.  IT IS 21.270 METERS OR 69.78 FEET WEST OF THE
 RM0842'STATION.
 RM0842'
 RM0842'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 53 AND COUNTY ROUTE
 RM0842'A IN SOLON SPRINGS, GO EAST AND NORTH ON COUNTY ROUTE A FOR 3.3
 RM0842'MILES TO THE JUNCTION OF COUNTY ROUTE N, KEEP RIGHT (SOUTHERLY)
 RM0842'ON ROUTE A FOR 1.8 MILES TO A FORK, KEEP LEFT FORK AND GO
 RM0842'EAST ON COUNTY ROUTE A FOR 10.4 MILES TO JUNCTION OF STATE
 RM0842'HIGHWAY 27.  CONTINUE EAST AND SOUTH ON HIGHWAY 27 FOR 1.4
 RM0842'MILES TO THE JUNCTION OF COUNTY ROUTE N.  CONTINUE SOUTH ON
 RM0842'HIGHWAY 27 FOR 1.0 MILE TO A SIDE ROAD RIGHT (AT SIGN HIGHLAND
 RM0842'LOOKOUT TOWER 2 MILE), TURN RIGHT (WEST) ON A GRADED ROAD
 RM0842'FOR 1.55 MILES TO A SIDE ROAD RIGHT, TURN RIGHT (NORTH)
 RM0842'FOR 0.7 MILE TO THE LOOKOUT TOWER AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON1055 ***********************************************************************
 ON1055  DESIGNATION -  HIGHLAND MUNICIPAL TANK
 ON1055  PID         -  ON1055
 ON1055  STATE/COUNTY-  WI/IOWA
 ON1055  USGS QUAD   -  HIGHLAND WEST (1983)
 ON1055
 ON1055                         *CURRENT SURVEY CONTROL
 ON1055  ___________________________________________________________________
 ON1055* NAD 83(1991)-  43 02 32.45475(N)    090 22 46.10979(W)     ADJUSTED  
 ON1055* NAVD 88     -                                                        
 ON1055  ___________________________________________________________________
 ON1055  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 ON1055  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 ON1055
 ON1055  HORZ ORDER  -  THIRD
 ON1055
 ON1055.The horizontal coordinates were established by classical geodetic methods
 ON1055.and adjusted by the National Geodetic Survey in March 1999..
 ON1055
 ON1055
 ON1055.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1055
 ON1055.The geoid height was determined by GEOID03.
 ON1055
 ON1055;                    North         East     Units Scale Factor Converg.
 ON1055;SPC WI S     -   115,865.295   569,080.094   MT  0.99995206   -0 15 38.7
 ON1055;SPC WI S     -   380,134.72  1,867,056.94   sFT  0.99995206   -0 15 38.7
 ON1055;UTM  15      - 4,768,850.454   713,453.131   MT  1.00016054   +1 47 21.4
 ON1055
 ON1055                          SUPERSEDED SURVEY CONTROL
 ON1055
 ON1055  NAD 83(1991)-  43 02 32.45385(N)    090 22 46.10894(W) AD(       ) 4
 ON1055  NAD 83(1986)-  43 02 32.44811(N)    090 22 46.11269(W) AD(       ) 4
 ON1055  NAD 27      -  43 02 32.48000(N)    090 22 45.67000(W) AD(       ) 3
 ON1055
 ON1055.Superseded values are not recommended for survey control.
 ON1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1055.See file dsdata.txt to determine how the superseded data were derived.
 ON1055
 ON1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1345368850(NAD 83)
 ON1055_MARKER: 53 = ELEVATED TANK
 ON1055
 ON1055  HISTORY     - Date     Condition        Report By
 ON1055  HISTORY     - 1958     FIRST OBSERVED   CGS
 ON1055  HISTORY     - 19940521 MARK NOT FOUND   USPSQD
 ON1055
 ON1055                          STATION DESCRIPTION
 ON1055
 ON1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 ON1055'THE STATION IS THE CENTER OF THE TOP OF THE TANK.  THE TANK IS
 ON1055'A FOUR LEGGED STEEL STRUCTURE PAINTED SILVER AND HAS AN OVERALL
 ON1055'HEIGHT OF ABOUT 90 FEET.  THE TANK IS LOCATED IN THE SOUTH EDGE
 ON1055'OF HIGHLAND.
 ON1055
 ON1055                          STATION RECOVERY (1994)
 ON1055
 ON1055'RECOVERY NOTE BY US POWER SQUADRON 1994
 ON1055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON1049 ***********************************************************************
 ON1049  DESIGNATION -  HIGHLAND RAD STA WHHI FM TOWER
 ON1049  PID         -  ON1049
 ON1049  STATE/COUNTY-  WI/IOWA
 ON1049  USGS QUAD   -  HIGHLAND EAST (1983)
 ON1049
 ON1049                         *CURRENT SURVEY CONTROL
 ON1049  ___________________________________________________________________
 ON1049* NAD 83(1991)-  43 02 54.64616(N)    090 22 08.84425(W)     ADJUSTED  
 ON1049* NAVD 88     -                                                        
 ON1049  ___________________________________________________________________
 ON1049  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
 ON1049  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 ON1049
 ON1049  HORZ ORDER  -  THIRD
 ON1049
 ON1049.The horizontal coordinates were established by classical geodetic methods
 ON1049.and adjusted by the National Geodetic Survey in March 1999..
 ON1049
 ON1049
 ON1049.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1049
 ON1049.The geoid height was determined by GEOID03.
 ON1049
 ON1049;                    North         East     Units Scale Factor Converg.
 ON1049;SPC WI S     -   116,546.281   569,926.571   MT  0.99995139   -0 15 13.1
 ON1049;SPC WI S     -   382,368.92  1,869,834.09   sFT  0.99995139   -0 15 13.1
 ON1049;UTM  15      - 4,769,561.436   714,274.878   MT  1.00016486   +1 47 47.6
 ON1049
 ON1049                          SUPERSEDED SURVEY CONTROL
 ON1049
 ON1049  NAD 83(1991)-  43 02 54.64563(N)    090 22 08.84333(W) AD(       ) 4
 ON1049  NAD 83(1986)-  43 02 54.63966(N)    090 22 08.84715(W) AD(       ) 4
 ON1049  NAD 27      -  43 02 54.67000(N)    090 22 08.40300(W) AD(       ) 3
 ON1049
 ON1049.Superseded values are not recommended for survey control.
 ON1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1049.See file dsdata.txt to determine how the superseded data were derived.
 ON1049
 ON1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1427569561(NAD 83)
 ON1049_MARKER: 43 = RADIO/TV TOWER
 ON1049
 ON1049  HISTORY     - Date     Condition        Report By
 ON1049  HISTORY     - 1958     FIRST OBSERVED   CGS
 ON1049
 ON1049                          STATION DESCRIPTION
 ON1049
 ON1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 ON1049'THE STATION IS THE TOP OF THE TOWER WHICH IS OWNED AND OPERATED
 ON1049'BY THE WISCONSIN STATE BROADCASTING SERVICE.  IT IS A THREE
 ON1049'LEGGED STEEL, SELF SUPPORTING STRUCTURE, PAINTED IN ALTERNATE
 ON1049'SECTION OF INTERNATIONAL RED AND WHITE, WITH A BLINKING RED
 ON1049'LIGHT ON THE TOP AND HAS AN OVERALL HEIGHT OF 454 FEET.
 ON1049'
 ON1049'THE TOWER IS ABOUT 1/2 OF A MILE EAST OF HIGHLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5284 ***********************************************************************
 DH5284  DESIGNATION -  HIGHLAND S GPS
 DH5284  PID         -  DH5284
 DH5284  STATE/COUNTY-  WI/IOWA
 DH5284  USGS QUAD   -  HIGHLAND EAST (1983)
 DH5284
 DH5284                         *CURRENT SURVEY CONTROL
 DH5284  ___________________________________________________________________
 DH5284* NAD 83(1997)-  43 01 37.18599(N)    090 22 10.53018(W)     ADJUSTED  
 DH5284* NAVD 88     -                                                        
 DH5284  ___________________________________________________________________
 DH5284  X           -     -30,124.929 (meters)                     COMP
 DH5284  Y           -  -4,670,038.018 (meters)                     COMP
 DH5284  Z           -   4,329,907.248 (meters)                     COMP
 DH5284  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 DH5284  ELLIP HEIGHT-         311.55  (meters)          (08/01/05) GPS OBS
 DH5284  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 DH5284
 DH5284  HORZ ORDER  -  FIRST
 DH5284  ELLP ORDER  -  SECOND    CLASS I
 DH5284
 DH5284.The horizontal coordinates were established by GPS observations
 DH5284.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5284
 DH5284
 DH5284.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5284
 DH5284.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5284
 DH5284.The ellipsoidal height was determined by GPS observations
 DH5284.and is referenced to NAD 83.
 DH5284
 DH5284.The geoid height was determined by GEOID03.
 DH5284
 DH5284;                    North         East     Units Scale Factor Converg.
 DH5284;SPC WI S     -   114,156.221   569,877.822   MT  0.99995376   -0 15 14.2
 DH5284;SPC WI S     -   374,527.54  1,869,674.15   sFT  0.99995376   -0 15 14.2
 DH5284;UTM  15      - 4,767,170.653   714,311.658   MT  1.00016506   +1 47 43.9
 DH5284
 DH5284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5284!SPC WI S     -   0.99995114  x   0.99995376  =   0.99990491
 DH5284!UTM  15      -   0.99995114  x   1.00016506  =   1.00011620
 DH5284
 DH5284                          SUPERSEDED SURVEY CONTROL
 DH5284
 DH5284.No superseded survey control is available for this station.
 DH5284
 DH5284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1431267171(NAD 83)
 DH5284_MARKER: DD = SURVEY DISK
 DH5284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5284_STAMPING: HIGHLAND S GPS 2004
 DH5284_MARK LOGO: WIDT  
 DH5284_PROJECTION: FLUSH
 DH5284_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5284+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5284
 DH5284  HISTORY     - Date     Condition        Report By
 DH5284  HISTORY     - 2003     MONUMENTED       WIDT
 DH5284
 DH5284                          STATION DESCRIPTION
 DH5284
 DH5284'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5284'OWNERSHIP--TOWN OF HIGHLAND.  TO REACH THE STATION FROM THE JUNCTION
 DH5284'OF STATE HIGHWAY  80 WITH COUNTY HIGHWAY Q ABOUT 1 MI EAST OF THE
 DH5284'VILLAGE OF HIGHLAND, GO WEST ON STATE  HIGHWAY 80 FOR 1.0 MI TO TOWER
 DH5284'ROAD ON THE LEFT, TURN LEFT AND GO SOUTH ON TOWER ROAD  FOR 0.9 MI TO
 DH5284'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DH5284'DEPARTMENT OF  TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH5284'IN THE TOP OF A 41-CM DIAMETER  CONCRETE POST ABOUT 1 M ABOVE THE ROAD
 DH5284'PAVEMENT.  THE STATION IS 7.8 M WEST OF THE  CENTERLINE OF TOWER ROAD,
 DH5284'43.9 M NORTHWEST OF POWER POLE --6-1-3 1/32--, 25.4 M SOUTHWEST  OF
 DH5284'TELEPHONE PEDESTAL --2332--, 6 M EAST OF A CULTIVATED FIELD, 1.0 M
 DH5284'SOUTHWEST OF AN  ORANGE 4X4 PLASTIC WITNESS POST, 1.0 M EAST OF AN
 DH5284'ORANGE 4X4 PLASTIC WITNESS POST, AND  1.0 M NORTHWEST OF AN ORANGE 4X4
 DH5284'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO  VISIBLE
 DH5284'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON1056 ***********************************************************************
 ON1056  DESIGNATION -  HIGHLAND ST ANTHONYS CATH CH
 ON1056  PID         -  ON1056
 ON1056  STATE/COUNTY-  WI/IOWA
 ON1056  USGS QUAD   -  HIGHLAND WEST (1983)
 ON1056
 ON1056                         *CURRENT SURVEY CONTROL
 ON1056  ___________________________________________________________________
 ON1056* NAD 83(1991)-  43 02 50.98101(N)    090 22 50.18298(W)     ADJUSTED  
 ON1056* NAVD 88     -                                                        
 ON1056  ___________________________________________________________________
 ON1056  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 ON1056  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 ON1056
 ON1056  HORZ ORDER  -  THIRD
 ON1056
 ON1056.The horizontal coordinates were established by classical geodetic methods
 ON1056.and adjusted by the National Geodetic Survey in March 1999..
 ON1056
 ON1056
 ON1056.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1056
 ON1056.The geoid height was determined by GEOID03.
 ON1056
 ON1056;                    North         East     Units Scale Factor Converg.
 ON1056;SPC WI S     -   116,437.390   568,990.513   MT  0.99995150   -0 15 41.5
 ON1056;SPC WI S     -   382,011.67  1,866,763.04   sFT  0.99995150   -0 15 41.5
 ON1056;UTM  15      - 4,769,419.096   713,343.119   MT  1.00015996   +1 47 19.3
 ON1056
 ON1056                          SUPERSEDED SURVEY CONTROL
 ON1056
 ON1056  NAD 83(1991)-  43 02 50.98011(N)    090 22 50.18217(W) AD(       ) 4
 ON1056  NAD 83(1986)-  43 02 50.97435(N)    090 22 50.18585(W) AD(       ) 4
 ON1056  NAD 27      -  43 02 51.00700(N)    090 22 49.74200(W) AD(       ) 3
 ON1056
 ON1056.Superseded values are not recommended for survey control.
 ON1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1056.See file dsdata.txt to determine how the superseded data were derived.
 ON1056
 ON1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1334369419(NAD 83)
 ON1056_MARKER: 90 = CHURCH SPIRE
 ON1056
 ON1056  HISTORY     - Date     Condition        Report By
 ON1056  HISTORY     - 1958     FIRST OBSERVED   CGS
 ON1056  HISTORY     - 19940521 GOOD             USPSQD
 ON1056  HISTORY     - 20020526 MARK NOT FOUND   INDIV
 ON1056
 ON1056                          STATION DESCRIPTION
 ON1056
 ON1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 ON1056'THE STATION IS THE CROSS AT THE TOP OF THE SPIRE.  THERE ARE
 ON1056'TWO SPIRES ON THE CHURCH BUT THE ONE INTERSECTED IS THE TALLER OF
 ON1056'THE TWO.  THE SPIRE IS ON THE NORTHEAST CORNER OF THE CHURCH, ABOUT
 ON1056'80 FEET HIGH, PAINTED GREEN WITH A WHITE CROSS ON THE TOP.
 ON1056'
 ON1056'THE CHURCH IS LOCATED IN THE NORTH CENTRAL SECTION OF HIGHLAND.
 ON1056
 ON1056                          STATION RECOVERY (1994)
 ON1056
 ON1056'RECOVERY NOTE BY US POWER SQUADRON 1994
 ON1056'RECOVERED IN GOOD CONDITION.
 ON1056
 ON1056                          STATION RECOVERY (2002)
 ON1056
 ON1056'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 ON1056'ON1056 IS THE SPIRE OF ST ANTHONY'S CHURCH, HIGHLAND WI, WHICH WAS
 ON1056'TOTALLY DESTROYED BY FIRE IN EARLY MAY, 2002. THE CHURCH SITE HAS BEEN
 ON1056'LEVELED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON1053 ***********************************************************************
 ON1053  DESIGNATION -  HIGHLAND ST PHILLIPS CATH CH
 ON1053  PID         -  ON1053
 ON1053  STATE/COUNTY-  WI/IOWA
 ON1053  USGS QUAD   -  HIGHLAND WEST (1983)
 ON1053
 ON1053                         *CURRENT SURVEY CONTROL
 ON1053  ___________________________________________________________________
 ON1053* NAD 83(1991)-  43 02 46.74125(N)    090 22 57.03992(W)     ADJUSTED  
 ON1053* NAVD 88     -                                                        
 ON1053  ___________________________________________________________________
 ON1053  LAPLACE CORR-          -3.78  (seconds)                    DEFLEC99
 ON1053  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 ON1053
 ON1053  HORZ ORDER  -  THIRD
 ON1053
 ON1053.The horizontal coordinates were established by classical geodetic methods
 ON1053.and adjusted by the National Geodetic Survey in March 1999..
 ON1053
 ON1053
 ON1053.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1053
 ON1053.The geoid height was determined by GEOID03.
 ON1053
 ON1053;                    North         East     Units Scale Factor Converg.
 ON1053;SPC WI S     -   116,307.271   568,834.731   MT  0.99995163   -0 15 46.2
 ON1053;SPC WI S     -   381,584.77  1,866,251.95   sFT  0.99995163   -0 15 46.2
 ON1053;UTM  15      - 4,769,283.460   713,192.059   MT  1.00015916   +1 47 14.4
 ON1053
 ON1053                          SUPERSEDED SURVEY CONTROL
 ON1053
 ON1053  NAD 83(1991)-  43 02 46.74034(N)    090 22 57.03910(W) AD(       ) 4
 ON1053  NAD 83(1986)-  43 02 46.73461(N)    090 22 57.04279(W) AD(       ) 4
 ON1053  NAD 27      -  43 02 46.76700(N)    090 22 56.59900(W) AD(       ) 3
 ON1053
 ON1053.Superseded values are not recommended for survey control.
 ON1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1053.See file dsdata.txt to determine how the superseded data were derived.
 ON1053
 ON1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1319269283(NAD 83)
 ON1053_MARKER: 90 = CHURCH SPIRE
 ON1053
 ON1053  HISTORY     - Date     Condition        Report By
 ON1053  HISTORY     - 1958     FIRST OBSERVED   CGS
 ON1053  HISTORY     - 19940521 GOOD             USPSQD
 ON1053
 ON1053                          STATION DESCRIPTION
 ON1053
 ON1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 ON1053'THE STATION IS THE CROSS AT THE TOP OF THE SPIRE.  THE SPIRE
 ON1053'IS ON THE NORTHEAST CORNER OF THE CHURCH, ABOUT 125 FEET HIGH,
 ON1053'PAINTED BLACK AND HAS A WHITE CROSS AT THE TOP.
 ON1053'
 ON1053'THE CHURCH IS LOCATED IN THE WEST EDGE OF HIGHLAND.
 ON1053
 ON1053                          STATION RECOVERY (1994)
 ON1053
 ON1053'RECOVERY NOTE BY US POWER SQUADRON 1994
 ON1053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB8486 ***********************************************************************
 AB8486  DESIGNATION -  HIGHLINE
 AB8486  PID         -  AB8486
 AB8486  STATE/COUNTY-  WI/BURNETT
 AB8486  USGS QUAD   -  FALUN (1982)
 AB8486
 AB8486                         *CURRENT SURVEY CONTROL
 AB8486  ___________________________________________________________________
 AB8486* NAD 83(1997)-  45 51 57.84993(N)    092 31 39.84769(W)     ADJUSTED  
 AB8486* NAVD 88     -       291.6    (meters)     957.     (feet)  GPS OBS   
 AB8486  ___________________________________________________________________
 AB8486  X           -    -196,223.094 (meters)                     COMP
 AB8486  Y           -  -4,444,871.810 (meters)                     COMP
 AB8486  Z           -   4,555,084.299 (meters)                     COMP
 AB8486  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 AB8486  ELLIP HEIGHT-         265.03  (meters)          (01/30/03) GPS OBS
 AB8486  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AB8486
 AB8486  HORZ ORDER  -  FIRST
 AB8486  ELLP ORDER  -  FOURTH    CLASS I
 AB8486
 AB8486.The horizontal coordinates were established by GPS observations
 AB8486.and adjusted by the National Geodetic Survey in January 2003..
 AB8486
 AB8486.The orthometric height was determined by GPS observations and a
 AB8486.high-resolution geoid model.
 AB8486
 AB8486.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8486
 AB8486.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8486
 AB8486.The ellipsoidal height was determined by GPS observations
 AB8486.and is referenced to NAD 83.
 AB8486
 AB8486.The geoid height was determined by GEOID03.
 AB8486
 AB8486;                    North         East     Units Scale Factor Converg.
 AB8486;SPC WI N     -    80,857.030   403,762.530   MT  0.99995914   -1 49 24.4
 AB8486;SPC WI N     -   265,278.44  1,324,677.57   sFT  0.99995914   -1 49 24.4
 AB8486;UTM  15      - 5,079,275.490   536,656.653   MT  0.99961652   +0 20 20.2
 AB8486
 AB8486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8486!SPC WI N     -   0.99995845  x   0.99995914  =   0.99991759
 AB8486!UTM  15      -   0.99995845  x   0.99961652  =   0.99957499
 AB8486
 AB8486                          SUPERSEDED SURVEY CONTROL
 AB8486
 AB8486  NAD 83(1991)-  45 51 57.84966(N)    092 31 39.84588(W) AD(       ) 1
 AB8486  ELLIP H (12/09/96)  265.07   (m)                       GP(       ) 4 1
 AB8486
 AB8486.Superseded values are not recommended for survey control.
 AB8486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8486.See file dsdata.txt to determine how the superseded data were derived.
 AB8486
 AB8486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL3665779275(NAD 83)
 AB8486_MARKER: DD = SURVEY DISK
 AB8486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8486_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8486+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB8486
 AB8486  HISTORY     - Date     Condition        Report By
 AB8486  HISTORY     - 1993     MONUMENTED       WI-013
 AB8486
 AB8486                          STATION DESCRIPTION
 AB8486
 AB8486'DESCRIBED BY BURNETT COUNTY WISCONSIN 1993
 AB8486'THE STATION IS LOCATED 14.6 KM (9.05 MI) NORTHWEST OF THE VILLAGE OF
 AB8486'SIREN (WHERE STATE TRUNK HIGHWAY 70 (FROM WEST) , STATE TRUNK HIGHWAY
 AB8486'35 AND COUNTY ROAD B INTERSECT) , 15.9 KM (9.85 MI) NORTHEAST OF THE
 AB8486'VILLAGE OF GRANTSBURG, WISCONSIN, IN THE SOUTHEAST QUARTER OF THE
 AB8486'NORTHWEST QUARTER, SECTION 18, T39N, R17W, TOWN OF LINCOLN.  TO REACH
 AB8486'THE STATION FROM THE VILLAGE OF SIREN, WISCONSIN (WHERE STATE HIGHWAY
 AB8486'70, STATE HIGHWAY 35 AND COUNTY ROAD B JUNCTION) GO WEST ALONG STATE
 AB8486'TRUNK HIGHWAY 70 6.0 KM (3.70 MI) TO COUNTY ROAD N, GO NORTHERLY ALONG
 AB8486'COUNTY ROAD N 5.23 KM (3.25 MI) TO COUNTY ROAD D, GO WEST (STRAIGHT
 AB8486'AHEAD) ALONG COUNTY ROAD D 2.72 KM (1.70 MI) TO CURVE IN ROAD AND
 AB8486'KLARQUIST ROAD ON RIGHT (NORTH) , GO NORTH ALONG KLARQUIST ROAD 5.4 KM
 AB8486'(3.35 MI) TO LINCOLN ROAD, GO WEST ALONG LINCOLN ROAD 1.34 KM (0.85
 AB8486'MI) TO WHERE LINCOLN ROAD BECOMES HIGHLAND ROAD AND TURNS NORTH.  THE
 AB8486'STATION IS LOCATED 55 FEET (16.8 M) SOUTHWEST OF CURVE IN ROAD OF
 AB8486'HIGHLAND ROAD (NORTH) AND LINCOLN ROAD (EAST) , 57.1 FEET (17.4 M)
 AB8486'N55W OF POWER POLE.  FIBERGLASS WITNESS POST SET ALONG WEST SIDE OF
 AB8486'THE STATION.  THE STATION MARKER IS SET IN A 30 CM ROUND CONCRETE
 AB8486'MONUMENT FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0913 ***********************************************************************
 PN0913  DESIGNATION -  HILBERT
 PN0913  PID         -  PN0913
 PN0913  STATE/COUNTY-  WI/CALUMET
 PN0913  USGS QUAD   -  CHILTON (1992)
 PN0913
 PN0913                         *CURRENT SURVEY CONTROL
 PN0913  ___________________________________________________________________
 PN0913* NAD 83(1991)-  44 05 41.59837(N)    088 09 50.71795(W)     ADJUSTED  
 PN0913* NAVD 88     -       280.     (meters)     919.     (feet)  SCALED    
 PN0913  ___________________________________________________________________
 PN0913  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 PN0913  GEOID HEIGHT-         -36.03  (meters)                     GEOID03
 PN0913
 PN0913  HORZ ORDER  -  SECOND
 PN0913
 PN0913.The horizontal coordinates were established by classical geodetic methods
 PN0913.and adjusted by the National Geodetic Survey in November 1991..
 PN0913
 PN0913.The orthometric height was scaled from a topographic map.
 PN0913
 PN0913.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0913
 PN0913.The geoid height was determined by GEOID03.
 PN0913
 PN0913;                    North         East     Units Scale Factor Converg.
 PN0913;SPC WI S     -   234,348.751   747,005.588   MT  1.00000585   +1 15 41.3
 PN0913;SPC WI S     -   768,859.19  2,450,800.83   sFT  1.00000585   +1 15 41.3
 PN0913;UTM  16      - 4,883,070.707   406,818.912   MT  0.99970679   -0 48 36.3
 PN0913
 PN0913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0913!SPC WI S     -   0.99996175  x   1.00000585  =   0.99996760
 PN0913!UTM  16      -   0.99996175  x   0.99970679  =   0.99966855
 PN0913
 PN0913:                Primary Azimuth Mark                     Grid Az
 PN0913:SPC WI S     -  HILBERT AZ MK                            358 58 55.7
 PN0913:UTM  16      -  HILBERT AZ MK                            001 03 13.3
 PN0913
 PN0913|---------------------------------------------------------------------|
 PN0913| PID    Reference Object                     Distance      Geod. Az  |
 PN0913|                                                           dddmmss.s |
 PN0913| CJ5083 HILBERT AZ MK                                      0001437.0 |
 PN0913| PN0918 HILBERT MUNICIPAL TANK              APPROX. 5.0 KM 0024230.7 |
 PN0913| CJ5084 HILBERT RM 1                         27.353 METERS 01255     |
 PN0913| PN0917 HILBERT 2                             9.745 METERS 05559     |
 PN0913| CJ5942 KROK PP                              27.737 METERS 10734     |
 PN0913| CJ5085 HILBERT RM 2                         28.255 METERS 24117     |
 PN0913|---------------------------------------------------------------------|
 PN0913
 PN0913                          SUPERSEDED SURVEY CONTROL
 PN0913
 PN0913  NAD 83(1986)-  44 05 41.59005(N)    088 09 50.71445(W) AD(       ) 2
 PN0913  NAD 27      -  44 05 41.62000(N)    088 09 50.34800(W) AD(       ) 2
 PN0913
 PN0913.Superseded values are not recommended for survey control.
 PN0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0913.See file dsdata.txt to determine how the superseded data were derived.
 PN0913
 PN0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0681983071(NAD 83)
 PN0913_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PN0913_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 PN0913
 PN0913  HISTORY     - Date     Condition        Report By
 PN0913  HISTORY     - 1953     MONUMENTED       CGS
 PN0913  HISTORY     - 1972     SEE DESCRIPTION  NGS
 PN0913
 PN0913                          STATION DESCRIPTION
 PN0913
 PN0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PN0913'STATION IS LOCATED ALONG THE WEST SIDE OF STATE HIGHWAY
 PN0913'57 ABOUT 5 MILES NORTH OF CHILTON AND ABOUT 3 MILES SOUTH
 PN0913'OF HILBERT.  IT IS 91 FEET NORTHWEST OF THE INTERSECTION
 PN0913'OF HIGHWAY 57 AND A GRAVEL ROAD, 28 FEET NORTH OF THE CENTER
 PN0913'OF THE GRAVEL ROAD, 22 FEET WEST OF A POWER POLE AND WHITE
 PN0913'WITNESS POST AND 4 FEET SOUTH OF A FENCE.  THE MARK IS 14
 PN0913'INCHES UNDERGROUND AND THE DISK IS STAMPED HILBERT 1953.
 PN0913'
 PN0913'REFERENCE MARK NO. 1 IS 66 FEET WEST OF THE CENTER OF THE
 PN0913'HIGHWAY, 47 FEET SOUTH OF A TELEPHONE POLE AND 1 FOOT EAST
 PN0913'OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED HILBERT
 PN0913'NO 1 1953.
 PN0913'
 PN0913'REFERENCE MARK NO. 2 IS 18 FEET SOUTH OF THE CENTER OF THE
 PN0913'GRAVEL ROAD AND 1 FOOT NORTH OF A FENCE.  THE MARK PROJECTS
 PN0913'ABOUT 2 INCHES AND THE DISK IS STAMPED HILBERT NO 2 1953.
 PN0913'
 PN0913'AZIMUTH MARK IS 67 FEET WEST OF THE CENTER OF HIGHWAY 57,
 PN0913'3 FEET SOUTH OF A WHITE WITNESS POST AND 2 FEET SOUTH OF A
 PN0913'FENCE CORNER.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 PN0913'DISK IS STAMPED HILBERT 1953.
 PN0913'
 PN0913'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 PN0913'57 AND 114 IN HILBERT, GO SOUTH ON HIGHWAY 57 FOR 2.8 MILES TO
 PN0913'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE SOUTH
 PN0913'ON THE HIGHWAY FOR 0.25 MILE TO A GRAVEL ROAD RIGHT AND THE
 PN0913'STATION ON THE RIGHT AS DESCRIBED.
 PN0913'
 PN0913'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 PN0913
 PN0913                          STATION RECOVERY (1972)
 PN0913
 PN0913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 PN0913'ALL MARKS RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCE
 PN0913'AND DIRECTION TO THE MARKS CHECKED.  REFERENCE MARK 2 WAS
 PN0913'IN THE WAY OF ROAD WORK AND WAS DESTROYED AT THE REQUEST
 PN0913'OF TOWNSHIP.  THE STATION MARK IS IN LINE OF CONSTRUCTION
 PN0913'BUT MAY SURVIVE SINCE IT IS UNDERGROUND AND WAS LEFT INTACT.
 PN0913'REFERENCE MARK 1 WAS LEFT INTACT ALONG WITH THE AZIMUTH
 PN0913'MARK.  A NEW STATION HILBERT 2 1972 WAS ESTABLISHED.
 PN0913'
 PN0913'OBSERVATION AT AZIMUTH MARK OF ABOVE STATION
 PN0913'
 PN0913'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 PN0913'
 PN0913'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2
 PN0913'MILES SOUTH OF HILBERT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0917 ***********************************************************************
 PN0917  DESIGNATION -  HILBERT 2
 PN0917  PID         -  PN0917
 PN0917  STATE/COUNTY-  WI/CALUMET
 PN0917  USGS QUAD   -  CHILTON (1992)
 PN0917
 PN0917                         *CURRENT SURVEY CONTROL
 PN0917  ___________________________________________________________________
 PN0917* NAD 83(1991)-  44 05 41.77503(N)    088 09 50.35484(W)     ADJUSTED  
 PN0917* NAVD 88     -       280.     (meters)     919.     (feet)  SCALED    
 PN0917  ___________________________________________________________________
 PN0917  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 PN0917  GEOID HEIGHT-         -36.03  (meters)                     GEOID03
 PN0917
 PN0917  HORZ ORDER  -  THIRD
 PN0917
 PN0917.The horizontal coordinates were established by classical geodetic methods
 PN0917.and adjusted by the National Geodetic Survey in November 1991..
 PN0917.No horizontal observational check was made to the station.
 PN0917
 PN0917.The orthometric height was scaled from a topographic map.
 PN0917
 PN0917.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0917
 PN0917.The geoid height was determined by GEOID03.
 PN0917
 PN0917;                    North         East     Units Scale Factor Converg.
 PN0917;SPC WI S     -   234,354.380   747,013.543   MT  1.00000587   +1 15 41.5
 PN0917;SPC WI S     -   768,877.66  2,450,826.93   sFT  1.00000587   +1 15 41.5
 PN0917;SPC WI C     -    30,731.279   747,016.873   MT  1.00003292   +1 17 43.6
 PN0917;SPC WI C     -   100,824.20  2,450,837.86   sFT  1.00003292   +1 17 43.6
 PN0917;UTM  16      - 4,883,076.043   406,827.063   MT  0.99970677   -0 48 36.1
 PN0917
 PN0917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0917!SPC WI S     -   0.99996175  x   1.00000587  =   0.99996762
 PN0917!SPC WI C     -   0.99996175  x   1.00003292  =   0.99999467
 PN0917!UTM  16      -   0.99996175  x   0.99970677  =   0.99966853
 PN0917
 PN0917:                Primary Azimuth Mark                     Grid Az
 PN0917:SPC WI S     -  HILBERT MUNICIPAL TANK                   001 21 27.2
 PN0917:SPC WI C     -  HILBERT MUNICIPAL TANK                   001 19 25.1
 PN0917:UTM  16      -  HILBERT MUNICIPAL TANK                   003 25 44.8
 PN0917
 PN0917|---------------------------------------------------------------------|
 PN0917| PID    Reference Object                     Distance      Geod. Az  |
 PN0917|                                                           dddmmss.s |
 PN0917| PN0918 HILBERT MUNICIPAL TANK              APPROX. 5.0 KM 0023708.7 |
 PN0917| CJ5086 HILBERT 2 RM 3                        6.282 METERS 23319     |
 PN0917| PN0913 HILBERT                               9.745 METERS 23559     |
 PN0917| CJ5084 HILBERT RM 1                         21.296 METERS 35442     |
 PN0917| CJ5083 HILBERT AZ MK                                      3590322.6 |
 PN0917|---------------------------------------------------------------------|
 PN0917
 PN0917                          SUPERSEDED SURVEY CONTROL
 PN0917
 PN0917  NAD 83(1986)-  44 05 41.76673(N)    088 09 50.35133(W) AD(       ) 3
 PN0917  NAD 27      -  44 05 41.79668(N)    088 09 49.98492(W) AD(       ) 3
 PN0917
 PN0917.Superseded values are not recommended for survey control.
 PN0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0917.See file dsdata.txt to determine how the superseded data were derived.
 PN0917
 PN0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0682783076(NAD 83)
 PN0917_MARKER: DS = TRIANGULATION STATION DISK
 PN0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0917_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PN0917
 PN0917  HISTORY     - Date     Condition        Report By
 PN0917  HISTORY     - 1972     MONUMENTED       NGS
 PN0917  HISTORY     - 20030630 MARK NOT FOUND   USPSQD
 PN0917
 PN0917                          STATION DESCRIPTION
 PN0917
 PN0917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 PN0917'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTH OF HILBERT,
 PN0917'ABOUT 6 MILES NORTH OF CHILTON, ON ROAD RIGHT-OF-WAY, 60
 PN0917'FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 57, 73 FEET
 PN0917'SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 46 FEET NORTH
 PN0917'OF THE CENTERLINE OF A GRAVELED ROAD AND 49 FEET SOUTH OF
 PN0917'A METAL UNDERGROUND CABLE BOX.  THE MONUMENT IS FLUSH AND
 PN0917'THE DISK IS STAMPED HILBERT 2 1972.
 PN0917'
 PN0917'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 PN0917'57 AND 114 AT HILBERT, GO SOUTH ON HIGHWAY 57 FOR 2.8 MILES
 PN0917'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH ON THE
 PN0917'HIGHWAY FOR 0.25 MILE TO THE STATION ON THE RIGHT.
 PN0917'
 PN0917'REFERENCE MARK 1 IS 21 FEET NORTH OF THE CABLE BOX.  59
 PN0917'FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 65
 PN0917'FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND 116 FEET
 PN0917'NORTH OF THE CENTERLINE OF THE GRAVELED ROAD.  THE MONUMENT
 PN0917'IS FLUSH AND THE DISK IS STAMPED HILBERT NO 1 1953.
 PN0917'
 PN0917'REFERENCE MARK 3 IS 34 FEET NORTH OF THE CENTERLINE OF GRAVELED
 PN0917'ROAD, 77 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND 65
 PN0917'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE.  THE
 PN0917'MONUMENT IS FLUSH AND THE DISK IS STAMPED HILBERT 2 NO 3
 PN0917'1972.
 PN0917'
 PN0917'THE AZIMUTH MARK IS 67 FEET WEST OF THE CENTERLINE OF THE
 PN0917'HIGHWAY, 75 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY, 2
 PN0917'FEET WEST OF A YELLOW WOODEN RIGHT-OF-WAY POST AND 3 FEET
 PN0917'WEST OF A METAL UNDERGROUND CABLE BOX.  THE MONUMENT PROJECTS
 PN0917'6 INCHES AND THE DISK IS STAMPED HILBERT 1953.
 PN0917'
 PN0917'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PN0917
 PN0917                          STATION RECOVERY (2003)
 PN0917
 PN0917'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0917'THE STATION AND AZIMUTH MARK WERE NOT FOUND.  NOTE-- THE GRAVEL ROAD
 PN0917'REFERENCED IN THE 1972 DESCRIPTION IS MUELLER ROAD WHICH IS NOW PAVED.
 PN0917'THE CABLE BOX IS NUMBERED 2337.
 PN0917'REFERENCE MARKS 1 AND 2 WERE RECOVERED.  REFERENCE MARK 2 IS 39 FEET
 PN0917'EAST OF A YELLOW RIGHT-OF-WAY POST AND 14 FEET NORTH OF THE WEST END
 PN0917'OF THE NORTHERN CONCRETE CURBING ON MUELLER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0918 ***********************************************************************
 PN0918  DESIGNATION -  HILBERT MUNICIPAL TANK
 PN0918  PID         -  PN0918
 PN0918  STATE/COUNTY-  WI/CALUMET
 PN0918  USGS QUAD   -  HILBERT (1992)
 PN0918
 PN0918                         *CURRENT SURVEY CONTROL
 PN0918  ___________________________________________________________________
 PN0918* NAD 83(1991)-  44 08 23.57422(N)    088 09 40.07719(W)     ADJUSTED  
 PN0918* NAVD 88     -                                                        
 PN0918  ___________________________________________________________________
 PN0918  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 PN0918  GEOID HEIGHT-         -36.04  (meters)                     GEOID03
 PN0918
 PN0918  HORZ ORDER  -  THIRD
 PN0918
 PN0918.The horizontal coordinates were established by classical geodetic methods
 PN0918.and adjusted by the National Geodetic Survey in November 1991..
 PN0918
 PN0918
 PN0918.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0918
 PN0918.The geoid height was determined by GEOID03.
 PN0918
 PN0918;                    North         East     Units Scale Factor Converg.
 PN0918;SPC WI S     -   239,352.213   747,131.985   MT  1.00001570   +1 15 48.6
 PN0918;SPC WI S     -   785,274.72  2,451,215.52   sFT  1.00001570   +1 15 48.6
 PN0918;SPC WI C     -    35,729.266   747,132.356   MT  1.00002264   +1 17 50.9
 PN0918;SPC WI C     -   117,221.77  2,451,216.74   sFT  1.00002264   +1 17 50.9
 PN0918;UTM  16      - 4,888,064.808   407,126.023   MT  0.99970608   -0 48 31.3
 PN0918
 PN0918                          SUPERSEDED SURVEY CONTROL
 PN0918
 PN0918  NAD 83(1986)-  44 08 23.56613(N)    088 09 40.07306(W) AD(       ) 4
 PN0918  NAD 27      -  44 08 23.59700(N)    088 09 39.70500(W) AD(       ) 3
 PN0918
 PN0918.Superseded values are not recommended for survey control.
 PN0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0918.See file dsdata.txt to determine how the superseded data were derived.
 PN0918
 PN0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0712688065(NAD 83)
 PN0918
 PN0918  HISTORY     - Date     Condition        Report By
 PN0918  HISTORY     - 1953     MONUMENTED       CGS
 PN0918  HISTORY     - 20011203 GOOD             NGS
 PN0918  HISTORY     - 20030630 GOOD             USPSQD
 PN0918  HISTORY     - 20060127 MARK NOT FOUND   GEOCAC
 PN0918
 PN0918                          STATION DESCRIPTION
 PN0918
 PN0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PN0918'STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL WATER TANK,
 PN0918'LOCATED AT THE EAST SIDE OF THE FIRE STATION ABOUT 1/2 BLOCK
 PN0918'NORTH OF MAIN STREET NEAR THE CENTER OF HILBERT.  IT IS A
 PN0918'FOUR-LEGGED STEEL STRUCTURE ABOUT 125 FEET HIGH, IS PAINTED
 PN0918'SILVER AND HAS THE NAME HILBERT PAINTED ON THE NORTH AND SOUTH
 PN0918'SIDES IN BLACK LETTERS.  THERE IS ALSO A LARGE NEON LIGHT STAR
 PN0918'ON THE SOUTH SIDE.
 PN0918
 PN0918                          STATION RECOVERY (2001)
 PN0918
 PN0918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PN0918'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PN0918
 PN0918                          STATION RECOVERY (2003)
 PN0918
 PN0918'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0918'STATION RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 1/2 BLOCK
 PN0918'NORTH OF MAIN STREET BETWEEN 5TH STREET AND 6TH STREET.
 PN0918
 PN0918                          STATION RECOVERY (2006)
 PN0918
 PN0918'RECOVERY NOTE BY GEOCACHING 2006 (RFC)
 PN0918'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0651 ***********************************************************************
 QM0651  DESIGNATION -  HILES
 QM0651  PID         -  QM0651
 QM0651  STATE/COUNTY-  WI/FOREST
 QM0651  USGS QUAD   -  ARGONNE (1965)
 QM0651
 QM0651                         *CURRENT SURVEY CONTROL
 QM0651  ___________________________________________________________________
 QM0651* NAD 83(1991)-  45 42 22.25457(N)    088 56 36.26341(W)     ADJUSTED  
 QM0651* NAVD 88     -       550.     (meters)    1804.     (feet)  SCALED    
 QM0651  ___________________________________________________________________
 QM0651  LAPLACE CORR-          -5.60  (seconds)                    DEFLEC99
 QM0651  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 QM0651
 QM0651  HORZ ORDER  -  FIRST
 QM0651
 QM0651.The horizontal coordinates were established by classical geodetic methods
 QM0651.and adjusted by the National Geodetic Survey in November 1991..
 QM0651
 QM0651.The orthometric height was scaled from a topographic map.
 QM0651
 QM0651.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0651
 QM0651.The geoid height was determined by GEOID03.
 QM0651
 QM0651;                    North         East     Units Scale Factor Converg.
 QM0651;SPC WI N     -    60,510.922   682,275.087   MT  0.99997760   +0 45 43.9
 QM0651;SPC WI N     -   198,526.25  2,238,430.85   sFT  0.99997760   +0 45 43.9
 QM0651;UTM  16      - 5,063,239.816   348,723.691   MT  0.99988135   -1 23 28.6
 QM0651
 QM0651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0651!SPC WI N     -   0.99991891  x   0.99997760  =   0.99989651
 QM0651!UTM  16      -   0.99991891  x   0.99988135  =   0.99980027
 QM0651
 QM0651:                Primary Azimuth Mark                     Grid Az
 QM0651:SPC WI N     -  JONES DAM LOOKOUT TOWER                  022 31 58.1
 QM0651:UTM  16      -  JONES DAM LOOKOUT TOWER                  024 41 10.6
 QM0651
 QM0651|---------------------------------------------------------------------|
 QM0651| PID    Reference Object                     Distance      Geod. Az  |
 QM0651|                                                           dddmmss.s |
 QM0651| QM0656 JONES DAM LOOKOUT TOWER             APPROX.18.4 KM 0231742.0 |
 QM0651| QM0652 MARK 1094 WIGS 1940                  19.795 METERS 04951     |
 QM0651| QM0650 RAT LAKE LOOKOUT TOWER              APPROX.19.3 KM 1482833.0 |
 QM0651| CJ5088 HILES RM 1                           38.329 METERS 18137     |
 QM0651| CJ5087 HILES AZ MK                                        2111315.3 |
 QM0651| CJ5089 HILES RM 2                           28.210 METERS 28237     |
 QM0651|---------------------------------------------------------------------|
 QM0651
 QM0651                          SUPERSEDED SURVEY CONTROL
 QM0651
 QM0651  NAD 83(1986)-  45 42 22.24970(N)    088 56 36.26370(W) AD(       ) 1
 QM0651  NAD 27      -  45 42 22.39300(N)    088 56 35.83800(W) AD(       ) 1
 QM0651
 QM0651.Superseded values are not recommended for survey control.
 QM0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0651.See file dsdata.txt to determine how the superseded data were derived.
 QM0651
 QM0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR4872463240(NAD 83)
 QM0651_MARKER: DS = TRIANGULATION STATION DISK
 QM0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0651
 QM0651  HISTORY     - Date     Condition        Report By
 QM0651  HISTORY     - 1940     MONUMENTED       CGS
 QM0651  HISTORY     - 1974     SEE DESCRIPTION  WIDT
 QM0651
 QM0651                          STATION DESCRIPTION
 QM0651
 QM0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 QM0651'STATION IS 13 MILES SOUTHEAST OF THREE LAKES, 2 MILES EAST
 QM0651'OF HILES, 10 MILES NORTH OF CRANDON, IN NORTHWEST QUARTER OF
 QM0651'SEC. 12, T. 37 N., R. 12 E., IN NICOLET NATIONAL FOREST.
 QM0651'
 QM0651'TO REACH FROM HILES, GO SOUTH ON STATE ROUTE 32 FOR 0.6 MILE AND
 QM0651'TURN LEFT, EAST, ON SIDE ROAD, GO 0.25 MILE AND TAKE MAIN RIGHT
 QM0651'FORK, GO 1.3 MILES TO AZIMUTH MARK ON RIGHT SIDE ROAD, CONTINUE
 QM0651'0.2 MILE TO STATION AND LOOKOUT TOWER ON LEFT SIDE ROAD.
 QM0651'
 QM0651'STATION MARK IS IN SMALL CLEARED AREA AT LOOKOUT TOWER, ON
 QM0651'PRACTICALLY LEVEL GROUND, 48 FEET SOUTHWEST OF SOUTHWEST LEG OF
 QM0651'TOWER, 58 FEET WEST OF CENTER LINE OF ROAD, STAMPED HILES 1940,
 QM0651'SET FLUSH WITH GROUND.  UNDERGROUND MARK 38 INCHES BENEATH
 QM0651'SURFACE.
 QM0651'
 QM0651'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QM0651'BRONZE DISKS.
 QM0651'
 QM0651'REFERENCE MARK NO. 1 IS ACROSS ROAD FROM STATION, ABOUT ONE
 QM0651'FOOT LOWER THAN STATION, 15 FEET EAST OF CENTER LINE OF ROAD,
 QM0651'STAMPED HILES NO. 1 1940, PROJECTS 6 INCHES.
 QM0651'
 QM0651'REFERENCE MARK NO. 2 IS IN EDGE OF TIMBER WEST OF STATION,
 QM0651'ABOUT ONE FOOT LOWER THAN STATION, 140 FEET WEST OF CENTER LINE
 QM0651'OF ROAD, STAMPED HILES NO. 2 1940, PROJECTS 6 INCHES.
 QM0651'
 QM0651'AZIMUTH MARK IS 0.2 MILE SOUTH, 20 FEET EAST OF CENTER LINE
 QM0651'OF ROAD TO STATION, 2 FEET EAST OF TOP OF BACKSLOPE, STAMPED
 QM0651'HILES 1940, PROJECTS 6 INCHES.
 QM0651'
 QM0651'NOTHING BUT REFERENCE MARKS VISIBLE FROM GROUND.  A 25-FOOT
 QM0651'TOWER NEEDED TO SEE AZIMUTH MARK.
 QM0651'
 QM0651'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 QM0651
 QM0651                          STATION RECOVERY (1974)
 QM0651
 QM0651'RECOVERY NOTE BY WI DEPT OF TRANSP 1974 (JRW)
 QM0651'THE L.O.T. HAS BEEN DISMANTLED.  THE CONCRETE MONUMENT IN THE CENTER
 QM0651'OF THE TOWER IS STILL THERE, HOWEVER, THE DISC STAMPED NO. 1094 HAS
 QM0651'BEEN REMOVED.
 QM0651'
 QM0651'DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES E. OF MILES IN
 QM0651'NW 1/4 SEC. 12, T37N, R12E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0012 ***********************************************************************
 PN0012  DESIGNATION -  HILL
 PN0012  PID         -  PN0012
 PN0012  STATE/COUNTY-  WI/OCONTO
 PN0012  USGS QUAD   -  GILLETT (1974)
 PN0012
 PN0012                         *CURRENT SURVEY CONTROL
 PN0012  ___________________________________________________________________
 PN0012* NAD 83(1991)-  44 52 31.92799(N)    088 16 36.55793(W)     ADJUSTED  
 PN0012* NAVD 88     -       237.791  (meters)     780.15   (feet)  ADJUSTED  
 PN0012  ___________________________________________________________________
 PN0012  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 PN0012  GEOID HEIGHT-         -36.15  (meters)                     GEOID03
 PN0012  DYNAMIC HT  -         237.764 (meters)     780.06  (feet)  COMP
 PN0012  MODELED GRAV-     980,498.4   (mgal)                       NAVD 88
 PN0012
 PN0012  HORZ ORDER  -  FIRST
 PN0012  VERT ORDER  -  FIRST     CLASS II
 PN0012
 PN0012.The horizontal coordinates were established by classical geodetic methods
 PN0012.and adjusted by the National Geodetic Survey in November 1991..
 PN0012
 PN0012.The orthometric height was determined by differential leveling
 PN0012.and adjusted by the National Geodetic Survey in June 1991..
 PN0012
 PN0012.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0012
 PN0012.The geoid height was determined by GEOID03.
 PN0012
 PN0012.The dynamic height is computed by dividing the NAVD 88
 PN0012.geopotential number by the normal gravity value computed on the
 PN0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0012.degrees latitude (g = 980.6199 gals.).
 PN0012
 PN0012.The modeled gravity was interpolated from observed gravity values.
 PN0012
 PN0012;                    North         East     Units Scale Factor Converg.
 PN0012;SPC WI C     -   117,252.670   736,142.700   MT  0.99994070   +1 12 57.0
 PN0012;SPC WI C     -   384,686.47  2,415,161.51   sFT  0.99994070   +1 12 57.0
 PN0012;UTM  16      - 4,969,917.055   399,149.240   MT  0.99972507   -0 54 03.5
 PN0012
 PN0012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0012!SPC WI C     -   0.99996839  x   0.99994070  =   0.99990909
 PN0012!UTM  16      -   0.99996839  x   0.99972507  =   0.99969346
 PN0012
 PN0012|---------------------------------------------------------------------|
 PN0012| PID    Reference Object                     Distance      Geod. Az  |
 PN0012|                                                           dddmmss.s |
 PN0012| PN0013 BRIDGE                              339.938 METERS 16138     |
 PN0012| PN0011 TOP                                 APPROX. 2.3 KM 3190141.9 |
 PN0012| CJ5090 HILL RM                              22.270 METERS 33056     |
 PN0012|---------------------------------------------------------------------|
 PN0012
 PN0012                          SUPERSEDED SURVEY CONTROL
 PN0012
 PN0012  NAD 83(1986)-  44 52 31.96400(N)    088 16 36.53202(W) AD(       ) 1
 PN0012  NAD 27      -  44 52 31.97900(N)    088 16 36.21800(W) AD(       ) 1
 PN0012  NGVD 29 (??/??/92)  237.798  (m)          780.18   (f) ADJ UNCH    1 2
 PN0012
 PN0012.Superseded values are not recommended for survey control.
 PN0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0012.See file dsdata.txt to determine how the superseded data were derived.
 PN0012
 PN0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9914969917(NAD 83)
 PN0012_MARKER: DS = TRIANGULATION STATION DISK
 PN0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0012_STAMPING: ELEV 780.176 FT HILL 1921
 PN0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0012+STABILITY: SURFACE MOTION
 PN0012
 PN0012  HISTORY     - Date     Condition        Report By
 PN0012  HISTORY     - 1921     MONUMENTED       CGS
 PN0012  HISTORY     - 1921     GOOD             CGS
 PN0012  HISTORY     - 1934     GOOD             NGS
 PN0012  HISTORY     - 1974     SEE DESCRIPTION  USGS
 PN0012  HISTORY     - 1985     MARK NOT FOUND   NGS
 PN0012  HISTORY     - 20051129 MARK NOT FOUND   WIDT
 PN0012
 PN0012                          STATION DESCRIPTION
 PN0012
 PN0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 PN0012'STATION IS ABOUT 1-1/2 MILES SE OF GILLETT ON THE EXTENSION
 PN0012'OF THE E RAIL FROM THE N, 100 METERS S OF A ROAD CROSSING,
 PN0012'14.3 METERS (46.93 FEET) E OF E RAIL AND AT A 20 DEG ANGLE
 PN0012'WITH THE RAIL.
 PN0012'
 PN0012'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD
 PN0012'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A,
 PN0012'AND 11A.
 PN0012'
 PN0012'REFERENCE MARK IS ON THE E SIDE OF THE TRACK 0.2 METER FROM
 PN0012'THE PROPERTY LINE FENCE.
 PN0012
 PN0012                          STATION RECOVERY (1921)
 PN0012
 PN0012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921
 PN0012'1.8 MI SE FROM GILLETT.
 PN0012'1-3/4 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PN0012'FROM GILLETT, OCONTO COUNTY, 109 YARDS SOUTH OF A ROAD CROSSING,
 PN0012'AT A CURVE, IN LINE WITH THE EAST RAIL OF THE NORTH TANGENT,
 PN0012'AND 46.9 FEET (SLOPE DISTANCE) EAST OF THE EAST RAIL.  A STANDARD
 PN0012'TRIANGULATION-STATION DISK, STAMPED ELEV. 780.176 FT. HILL
 PN0012'1921 AND SET IN THE TOP OF A CONCRETE POST.
 PN0012
 PN0012                          STATION RECOVERY (1934)
 PN0012
 PN0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PN0012'RECOVERED IN GOOD CONDITION.
 PN0012
 PN0012                          STATION RECOVERY (1974)
 PN0012
 PN0012'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 PN0012'MARK NOT FOUND AFTER SEARCH.
 PN0012'
 PN0012'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MI
 PN0012'SE OF GILLET.
 PN0012
 PN0012                          STATION RECOVERY (1985)
 PN0012
 PN0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0012'MARK NOT FOUND.
 PN0012
 PN0012                          STATION RECOVERY (2005)
 PN0012
 PN0012'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0012'MARK NOT FOUND.  ADD THE PUBLISHED DISTANCES INTERSECT AT A POINT, BUT
 PN0012'NO EVIDENCE OF THE STATION WAS RECOVERED.  NOTE THE RAILROAD TRACKS
 PN0012'HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO1455 ***********************************************************************
 QO1455  DESIGNATION -  HILL
 QO1455  PID         -  QO1455
 QO1455  STATE/COUNTY-  WI/ST CROIX
 QO1455  USGS QUAD   -  GRAYTOWN (1975)
 QO1455
 QO1455                         *CURRENT SURVEY CONTROL
 QO1455  ___________________________________________________________________
 QO1455* NAD 83(1991)-  45 07 44.45608(N)    092 09 46.79282(W)     ADJUSTED  
 QO1455* NAVD 88     -       395.3    (meters)    1297.     (feet)  VERTCON   
 QO1455  ___________________________________________________________________
 QO1455  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 QO1455  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 QO1455
 QO1455  HORZ ORDER  -  FIRST
 QO1455
 QO1455.The horizontal coordinates were established by classical geodetic methods
 QO1455.and adjusted by the National Geodetic Survey in March 1999..
 QO1455
 QO1455.The NAVD 88 height was computed by applying the VERTCON shift value to
 QO1455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QO1455
 QO1455.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO1455
 QO1455.The geoid height was determined by GEOID03.
 QO1455
 QO1455;                    North         East     Units Scale Factor Converg.
 QO1455;SPC WI C     -   146,242.259   429,866.179   MT  0.99995043   -1 31 34.2
 QO1455;SPC WI C     -   479,796.48  1,410,319.29   sFT  0.99995043   -1 31 34.2
 QO1455;UTM  15      - 4,997,623.288   565,820.340   MT  0.99965327   +0 35 35.5
 QO1455
 QO1455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1455!SPC WI C     -   0.99994281  x   0.99995043  =   0.99989324
 QO1455!UTM  15      -   0.99994281  x   0.99965327  =   0.99959610
 QO1455
 QO1455:                Primary Azimuth Mark                     Grid Az
 QO1455:SPC WI C     -  TURTLE LAKE MUNICIPAL TANK               004 55 24.4
 QO1455:UTM  15      -  TURTLE LAKE MUNICIPAL TANK               002 48 14.7
 QO1455
 QO1455|---------------------------------------------------------------------|
 QO1455| PID    Reference Object                     Distance      Geod. Az  |
 QO1455|                                                           dddmmss.s |
 QO1455| QO1450 TURTLE LAKE MUNICIPAL TANK          APPROX.29.8 KM 0032350.2 |
 QO1455| CJ3584 HILL AZ MK                                         0632936.5 |
 QO1455| QO1451 EVASKA                              APPROX. 9.0 KM 0981350.0 |
 QO1455| CJ3585 HILL RM 1                            28.066 METERS 13403     |
 QO1455| CJ3586 HILL RM 2                            25.965 METERS 22233     |
 QO1455| QO1459 CLEAR LAKE MUNICIPAL TANK           APPROX.16.2 KM 3280214.1 |
 QO1455|---------------------------------------------------------------------|
 QO1455
 QO1455                          SUPERSEDED SURVEY CONTROL
 QO1455
 QO1455  NAD 83(1991)-  45 07 44.45413(N)    092 09 46.79035(W) AD(       ) 1
 QO1455  NAD 83(1986)-  45 07 44.44676(N)    092 09 46.79957(W) AD(       ) 1
 QO1455  NAD 27      -  45 07 44.57800(N)    092 09 46.13100(W) AD(       ) 1
 QO1455  NGVD 29 (07/19/86)  395.3    (m)         1297.     (f) VERT ANG       
 QO1455
 QO1455.Superseded values are not recommended for survey control.
 QO1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1455.See file dsdata.txt to determine how the superseded data were derived.
 QO1455
 QO1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK6582097623(NAD 83)
 QO1455_MARKER: DS = TRIANGULATION STATION DISK
 QO1455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO1455_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QO1455
 QO1455  HISTORY     - Date     Condition        Report By
 QO1455  HISTORY     - 1934     MONUMENTED       CGS
 QO1455  HISTORY     - 1972     GOOD             NGS
 QO1455
 QO1455                          STATION DESCRIPTION
 QO1455
 QO1455'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QO1455'THIS STATION IS ABOUT 5 MILES NORTHEAST OF EMERALD, 10 MILES
 QO1455'SOUTHEAST OF CLEAR LAKE, AND 6 MILES NORTHWEST OF DOWNING, NEAR
 QO1455'THE CENTER OF SEC. 36, T. 31 N., R. 15 W., ON LAND OWNED AND
 QO1455'OCCUPIED BY PAUL HILL.  THE MARK IS SET ON THE HIGHEST POINT
 QO1455'OF HILL ABOUT 0.3 MILE SOUTHEAST OF THE HILL FARMHOUSE, 64.5
 QO1455'FEET NORTHEAST OF FENCE LINE, 80 FEET NORTH-NORTHWEST OF WIRE
 QO1455'GATE.  MARK IS 14 INCHES UNDERGROUND.
 QO1455'
 QO1455'TO REACH STATION FROM NEW RICHMOND, GO EAST ON STATE HIGHWAY
 QO1455'64 FOR 18.0 MILES TO INTERSECTION WITH STATE HIGHWAY 79
 QO1455'(HIGHWAY 79 TURNS SOUTH AND HIGHWAY 64 TURNS NORTH AT THIS
 QO1455'POINT), CONTINUE EAST ON DIRT ROAD FOR 1.5 MILES TO LANE TO
 QO1455'SOUTH, TURN SOUTH FOR 0.2 MILE TO THE HILL FARMHOUSE AND BARN,
 QO1455'CONTINUE SOUTH 0.15 MILE THROUGH BARNYARD TO FENCE AND GATE, GO
 QO1455'THROUGH GATE AND CONTINUE SOUTHEAST ACROSS FIELD 0.2 MILE
 QO1455'TO STATION.
 QO1455'
 QO1455'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, 1 FOOT
 QO1455'NORTH OF THE FENCE LINE, AND PROJECTS 14 INCHES.
 QO1455'
 QO1455'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF THE STATION, 1 FOOT
 QO1455'NORTH OF THE FENCE LINE, AND PROJECTS 12 INCHES.
 QO1455'
 QO1455'AZIMUTH MARK IS EAST OF THE STATION, 26 FEET SOUTHEAST OF
 QO1455'CENTERLINE OF ROAD, 1 FOOT NORTHEAST OF FENCE LINE, AND
 QO1455'PROJECTS 12 INCHES.  TO REACH FROM LANE LEADING INTO THE HILL
 QO1455'FARMHOUSE, GO EAST AND SOUTH FROM INTERSECTION WITH ROAD.
 QO1455'
 QO1455'LIGHTS 74 FEET ABOVE EMERALD, LENSELINK AND LARSON, AND 87
 QO1455'FEET ABOVE EVASKA ARE VISIBLE FROM THE GROUND.
 QO1455'
 QO1455'A LIGHT 87 FEET ABOVE HENKE COMES INTO VIEW AT 15 FEET ABOVE
 QO1455'THE GROUND.
 QO1455
 QO1455                          STATION RECOVERY (1972)
 QO1455
 QO1455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JSA)
 QO1455'STATION IS OK.
 QO1455'
 QO1455'REFERENCE MARK NO. 1 IS OK.
 QO1455'
 QO1455'REFERENCE MARK NO. 2 IS OK.
 QO1455'
 QO1455'AZIMUTH MARK NOT FOUND.
 QO1455'
 QO1455'DISTANCE TO REFERENCE MARK NO. 1 MISSED +0.02 FT.
 QO1455'
 QO1455'DISTANCE TO REFERENCE MARK NO. 2 MISSED +0.07 FT.
 QO1455'
 QO1455'DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 QO1455'MISSED +0.10 FT.
 QO1455'
 QO1455'DIRECTION TO REFERENCE MARK NO. 1 MISSED +1.15 IN.
 QO1455'
 QO1455'DIRECTION TO REFERENCE MARK NO. 2 MISSED -24.99 IN.
 QO1455'
 QO1455'THE OLD DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0495 ***********************************************************************
 QN0495  DESIGNATION -  HILL
 QN0495  PID         -  QN0495
 QN0495  STATE/COUNTY-  WI/TAYLOR
 QN0495  USGS QUAD   -  GILMAN (1981)
 QN0495
 QN0495                         *CURRENT SURVEY CONTROL
 QN0495  ___________________________________________________________________
 QN0495* NAD 83(1991)-  45 12 48.03210(N)    090 51 29.88146(W)     ADJUSTED  
 QN0495* NAVD 88     -       377.     (meters)    1237.     (feet)  SCALED    
 QN0495  ___________________________________________________________________
 QN0495  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 QN0495  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 QN0495
 QN0495  HORZ ORDER  -  FIRST
 QN0495
 QN0495.The horizontal coordinates were established by classical geodetic methods
 QN0495.and adjusted by the National Geodetic Survey in November 1991..
 QN0495
 QN0495.The orthometric height was scaled from a topographic map.
 QN0495
 QN0495.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0495
 QN0495.The geoid height was determined by GEOID03.
 QN0495
 QN0495;                    North         East     Units Scale Factor Converg.
 QN0495;SPC WI C     -   153,703.761   532,581.429   MT  0.99995800   -0 36 20.1
 QN0495;SPC WI C     -   504,276.42  1,747,310.90   sFT  0.99995800   -0 36 20.1
 QN0495;UTM  15      - 5,008,881.745   668,170.861   MT  0.99994775   +1 31 13.4
 QN0495
 QN0495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0495!SPC WI C     -   0.99994571  x   0.99995800  =   0.99990371
 QN0495!UTM  15      -   0.99994571  x   0.99994775  =   0.99989346
 QN0495
 QN0495|---------------------------------------------------------------------|
 QN0495| PID    Reference Object                     Distance      Geod. Az  |
 QN0495|                                                           dddmmss.s |
 QN0495| CJ5090 HILL RM                              13.098 METERS 10154     |
 QN0495|---------------------------------------------------------------------|
 QN0495
 QN0495                          SUPERSEDED SURVEY CONTROL
 QN0495
 QN0495  NAD 83(1986)-  45 12 48.02548(N)    090 51 29.88612(W) AD(       ) 1
 QN0495  NAD 27      -  45 12 48.11900(N)    090 51 29.42300(W) AD(       ) 1
 QN0495
 QN0495.Superseded values are not recommended for survey control.
 QN0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0495.See file dsdata.txt to determine how the superseded data were derived.
 QN0495
 QN0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL6817108882(NAD 83)
 QN0495_MARKER: DS = TRIANGULATION STATION DISK
 QN0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0495_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QN0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0495+STABILITY: SURFACE MOTION
 QN0495
 QN0495  HISTORY     - Date     Condition        Report By
 QN0495  HISTORY     - 1921     MONUMENTED       CGS
 QN0495  HISTORY     - 1930     GOOD             CGS
 QN0495
 QN0495                          STATION DESCRIPTION
 QN0495
 QN0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0495'STATION IS ABOUT 3-1/4 MILES S OF DONALD, 3-1/8 MILES S OF
 QN0495'THE CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA RAILWAY CROSSING,
 QN0495'150 METERS S OF MILEPOST 332.  IT IS ON THE E SIDE OF THE TRACK
 QN0495'OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY,
 QN0495'DISTANCE 15.087 METERS (49.50 FEET) E OF THE E RAIL.
 QN0495'
 QN0495'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 QN0495'DISKS SET IN CONCRETE.
 QN0495
 QN0495                          STATION RECOVERY (1930)
 QN0495
 QN0495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 QN0495'THE MARK WAS FOUND AS DESCRIBED IN GOOD CONDITION.  THE
 QN0495'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0335 ***********************************************************************
 RM0335  DESIGNATION -  HILLCREST
 RM0335  PID         -  RM0335
 RM0335  STATE/COUNTY-  WI/DOUGLAS
 RM0335  USGS QUAD   -  SOUTH RANGE (1975)
 RM0335
 RM0335                         *CURRENT SURVEY CONTROL
 RM0335  ___________________________________________________________________
 RM0335* NAD 83(1991)-  46 30 09.97025(N)    091 53 52.63181(W)     ADJUSTED  
 RM0335* NAVD 88     -       356.899  (meters)    1170.93   (feet)  ADJUSTED  
 RM0335  ___________________________________________________________________
 RM0335  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 RM0335  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 RM0335  DYNAMIC HT  -         356.941 (meters)    1171.06  (feet)  COMP
 RM0335  MODELED GRAV-     980,721.4   (mgal)                       NAVD 88
 RM0335
 RM0335  HORZ ORDER  -  FIRST
 RM0335  VERT ORDER  -  FIRST     CLASS II
 RM0335
 RM0335.The horizontal coordinates were established by classical geodetic methods
 RM0335.and adjusted by the National Geodetic Survey in March 1999..
 RM0335
 RM0335.The orthometric height was determined by differential leveling
 RM0335.and adjusted by the National Geodetic Survey in June 1991..
 RM0335
 RM0335.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0335
 RM0335.The geoid height was determined by GEOID03.
 RM0335
 RM0335.The dynamic height is computed by dividing the NAVD 88
 RM0335.geopotential number by the normal gravity value computed on the
 RM0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0335.degrees latitude (g = 980.6199 gals.).
 RM0335
 RM0335.The modeled gravity was interpolated from observed gravity values.
 RM0335
 RM0335;                    North         East     Units Scale Factor Converg.
 RM0335;SPC WI N     -   150,243.464   454,334.921   MT  0.99996242   -1 22 08.9
 RM0335;SPC WI N     -   492,923.76  1,490,597.15   sFT  0.99996242   -1 22 08.9
 RM0335;UTM  15      - 5,150,501.041   584,557.566   MT  0.99968789   +0 47 58.1
 RM0335
 RM0335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0335!SPC WI N     -   0.99994834  x   0.99996242  =   0.99991076
 RM0335!UTM  15      -   0.99994834  x   0.99968789  =   0.99963625
 RM0335
 RM0335:                Primary Azimuth Mark                     Grid Az
 RM0335:SPC WI N     -  RUBEN                                    145 50 09.5
 RM0335:UTM  15      -  RUBEN                                    143 40 02.5
 RM0335
 RM0335|---------------------------------------------------------------------|
 RM0335| PID    Reference Object                     Distance      Geod. Az  |
 RM0335|                                                           dddmmss.s |
 RM0335| RM0291 RUBEN                               APPROX. 3.5 KM 1442800.6 |
 RM0335|---------------------------------------------------------------------|
 RM0335
 RM0335                          SUPERSEDED SURVEY CONTROL
 RM0335
 RM0335  NAD 83(1991)-  46 30 09.96930(N)    091 53 52.63235(W) AD(       ) 1
 RM0335  NAD 83(1986)-  46 30 09.96487(N)    091 53 52.62562(W) AD(       ) 1
 RM0335  NAD 27      -  46 30 10.17100(N)    091 53 51.98100(W) AD(       ) 1
 RM0335  NGVD 29 (??/??/92)  356.919  (m)         1170.99   (f) ADJ UNCH    1 2
 RM0335
 RM0335.Superseded values are not recommended for survey control.
 RM0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0335.See file dsdata.txt to determine how the superseded data were derived.
 RM0335
 RM0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM8455850501(NAD 83)
 RM0335_MARKER: DS = TRIANGULATION STATION DISK
 RM0335_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RM0335_SP_SET: CONCRETE BLOCK
 RM0335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RM0335
 RM0335  HISTORY     - Date     Condition        Report By
 RM0335  HISTORY     - 1921     MONUMENTED       CGS
 RM0335  HISTORY     - 1922     GOOD             NGS
 RM0335  HISTORY     - 1934     GOOD             NGS
 RM0335  HISTORY     - 1979     GOOD             NGS
 RM0335  HISTORY     - 19920817 GOOD             USPSQD
 RM0335  HISTORY     - 20041213 MARK NOT FOUND   WIDT
 RM0335
 RM0335                          STATION DESCRIPTION
 RM0335
 RM0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 RM0335'STATION IS LOCATED AT HILLCREST.  ON THE E SIDE OF THE TRACK
 RM0335'OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY,
 RM0335'ABOUT 50 FEET FROM THE SW CORNER OF SECTION FOREMANS RESIDENCE,
 RM0335'AND OPPOSITE SECTION TOOL HOUSE.  IT IS ABOUT 50 FEET NE OF
 RM0335'LARGE WOODEN WATER TANK, AND 40 FEET NW OF MILEPOST 440.
 RM0335'IT IS 2.870 METERS (9.42 FEET) E OF E RAIL.
 RM0335'
 RM0335'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN
 RM0335'CONCRETE.
 RM0335'
 RM0335'MARK CONSISTS OR REGULATION PLATE SET IN TOP FACE OF LARGE
 RM0335'BLOCK OF CONCRETE 3- BY 3- BY 4 FEET.
 RM0335'
 RM0335'THERE ARE NO REFERENCE MARKS.
 RM0335
 RM0335                          STATION RECOVERY (1922)
 RM0335
 RM0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 RM0335'1 MI W FROM HAWTHORNE.
 RM0335'STATION IS LOCATED AT HILLCREST ON THE EAST SIDE OF THE TRACK OF
 RM0335'THE M. ST.P. AND S.STE. MARIE RY. ABOUT 50 FT. FROM THE SOUTHWEST
 RM0335'CORNER OF SECTION FOREMANS RESIDENCE, AND OPPOSITE SECTION TOOL
 RM0335'HOUSE.  IT IS ABOUT 50 FT. NORTHEAST OF LARGE WOODEN WATER TANK AND
 RM0335'40 FT. NORTHWEST OF MILEPOST 440.  MARK CONSISTS OF REGULATION PLATE
 RM0335'SET IN TOP FACE OF LARGE BLOCK OF CONCRETE.  3 FT X 3 FT X 4 FT,
 RM0335'IT IS 2.870 METERS (9.42 FT.) EAST OF EAST RAIL.
 RM0335
 RM0335                          STATION RECOVERY (1934)
 RM0335
 RM0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 RM0335'RECOVERED IN GOOD CONDITION.
 RM0335
 RM0335                          STATION RECOVERY (1979)
 RM0335
 RM0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RM0335'1.9 MILES WEST ALONG COUNTY ROAD B FROM THE CHICAGO AND NORTHWESTERN
 RM0335'RAILROAD CROSSING IN HAWTHORNE, AT A SOO LINE RAILROAD CROSSING, IN
 RM0335'THE TOP OF A 3-FT. X 3-FT. X 4-FT. BLOCK OF CONCRETE, 297 FT.
 RM0335'SOUTHEAST ALONG THE TRACKS FROM THE CENTERLINE OF THE ROAD, 37.2 FT.
 RM0335'NORTHWEST OF MILEPOST 440, 9.3 FT. NORTHEAST OF THE NORTHEAST RAIL.
 RM0335'THE MARK IS 2 FT  SE FROM A WITNESS POST.
 RM0335'THE MARK IS 1 FT BELOW THE TRACKS.
 RM0335
 RM0335                          STATION RECOVERY (1992)
 RM0335
 RM0335'RECOVERY NOTE BY US POWER SQUADRON 1992 (LJK)
 RM0335'RECOVERED IN GOOD CONDITION.
 RM0335
 RM0335                          STATION RECOVERY (2004)
 RM0335
 RM0335'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 RM0335'THIS STATION WAS NOT FOUND THE RAILROAD TRACKS ARE NOW A RECREATIONAL
 RM0335'TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0425 ***********************************************************************
 PM0425  DESIGNATION -  HILLS POINT LIGHT 25
 PM0425  PID         -  PM0425
 PM0425  STATE/COUNTY-  WI/DOOR
 PM0425  USGS QUAD   -  STURGEON BAY WEST (1981)
 PM0425
 PM0425                         *CURRENT SURVEY CONTROL
 PM0425  ___________________________________________________________________
 PM0425* NAD 83(1991)-  44 51 33.65868(N)    087 24 17.57340(W)     ADJUSTED  
 PM0425* NAVD 88     -                                                        
 PM0425  ___________________________________________________________________
 PM0425  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 PM0425  GEOID HEIGHT-         -36.75  (meters)                     GEOID03
 PM0425
 PM0425  HORZ ORDER  -  THIRD
 PM0425
 PM0425.The horizontal coordinates were established by classical geodetic methods
 PM0425.and adjusted by the National Geodetic Survey in November 1991..
 PM0425
 PM0425
 PM0425.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0425
 PM0425.The geoid height was determined by GEOID03.
 PM0425
 PM0425;                    North         East     Units Scale Factor Converg.
 PM0425;SPC WI C     -   117,286.582   805,069.804   MT  0.99994075   +1 49 51.8
 PM0425;SPC WI C     -   384,797.73  2,641,299.85   sFT  0.99994075   +1 49 51.8
 PM0425;UTM  16      - 4,967,405.845   468,011.168   MT  0.99961258   -0 17 08.1
 PM0425
 PM0425                          SUPERSEDED SURVEY CONTROL
 PM0425
 PM0425  NAD 83(1986)-  44 51 33.65375(N)    087 24 17.56398(W) AD(       ) 4
 PM0425  NAD 27      -  44 51 33.66000(N)    087 24 17.21000(W) AD(       ) 3
 PM0425
 PM0425.Superseded values are not recommended for survey control.
 PM0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0425.See file dsdata.txt to determine how the superseded data were derived.
 PM0425
 PM0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ6801167406(NAD 83)
 PM0425_MARKER: 14 = NAVIGATION LIGHT
 PM0425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0425+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2005
 PM0425
 PM0425  HISTORY     - Date     Condition        Report By
 PM0425  HISTORY     - 1953     FIRST OBSERVED   CGS
 PM0425  HISTORY     - 19910504 GOOD             USPSQD
 PM0425  HISTORY     - 20020930 GOOD             USPSQD
 PM0425  HISTORY     - 20050624 GOOD             USPSQD
 PM0425
 PM0425                          STATION DESCRIPTION
 PM0425
 PM0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0425'STATION IS A FLASHING WHITE NAVIGATION LIGHT LOCATED ON A POINT
 PM0425'CLOSE TO THE SHORELINE ON THE SOUTHWEST SHORE OF STURGEON BAY.  THE
 PM0425'LIGHT IS MOUNTED ON A WHITE SKELETON STEEL TOWER AND IS 40 FEET
 PM0425'ABOVE THE WATER LINE.
 PM0425
 PM0425                          STATION RECOVERY (1991)
 PM0425
 PM0425'RECOVERY NOTE BY US POWER SQUADRON 1991 (REH)
 PM0425'RECOVERED IN GOOD CONDITION.
 PM0425
 PM0425                          STATION RECOVERY (2002)
 PM0425
 PM0425'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0425'STATION IS A FLASHING GREEN NAVIGATION LIGHT LOCATED ON HILLS POINT
 PM0425'CLOSE TO THE SHORELINE ON THE SOUTHWEST SHORE OF STURGEON BAY.  THE
 PM0425'LIGHT IS MOUNTED ON A WHITE SKELETON STEEL TOWER AND IS 29 FEET ABOVE
 PM0425'LOW WATER DATUM.
 PM0425
 PM0425                          STATION RECOVERY (2005)
 PM0425
 PM0425'RECOVERY NOTE BY US POWER SQUADRON 2005 (RWS)
 PM0425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5137 ***********************************************************************
 DH5137  DESIGNATION -  HILLSBORO C GPS
 DH5137  PID         -  DH5137
 DH5137  STATE/COUNTY-  WI/VERNON
 DH5137  USGS QUAD   -  TRIPPVILLE (1983)
 DH5137
 DH5137                         *CURRENT SURVEY CONTROL
 DH5137  ___________________________________________________________________
 DH5137* NAD 83(1997)-  43 41 00.31874(N)    090 22 30.38290(W)     ADJUSTED  
 DH5137* NAVD 88     -                                                        
 DH5137  ___________________________________________________________________
 DH5137  X           -     -30,246.853 (meters)                     COMP
 DH5137  Y           -  -4,620,002.367 (meters)                     COMP
 DH5137  Z           -   4,382,970.575 (meters)                     COMP
 DH5137  LAPLACE CORR-          -7.60  (seconds)                    DEFLEC99
 DH5137  ELLIP HEIGHT-         360.40  (meters)          (08/01/05) GPS OBS
 DH5137  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 DH5137
 DH5137  HORZ ORDER  -  FIRST
 DH5137  ELLP ORDER  -  SECOND    CLASS I
 DH5137
 DH5137.The horizontal coordinates were established by GPS observations
 DH5137.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5137
 DH5137
 DH5137.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5137
 DH5137.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5137
 DH5137.The ellipsoidal height was determined by GPS observations
 DH5137.and is referenced to NAD 83.
 DH5137
 DH5137.The geoid height was determined by GEOID03.
 DH5137
 DH5137;                    North         East     Units Scale Factor Converg.
 DH5137;SPC WI S     -   187,081.671   569,756.413   MT  0.99994465   -0 15 27.9
 DH5137;SPC WI S     -   613,783.78  1,869,275.83   sFT  0.99994465   -0 15 27.9
 DH5137;UTM  15      - 4,840,060.586   711,567.787   MT  1.00015059   +1 48 49.0
 DH5137
 DH5137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5137!SPC WI S     -   0.99994349  x   0.99994465  =   0.99988814
 DH5137!UTM  15      -   0.99994349  x   1.00015059  =   1.00009407
 DH5137
 DH5137                          SUPERSEDED SURVEY CONTROL
 DH5137
 DH5137.No superseded survey control is available for this station.
 DH5137
 DH5137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ1156840061(NAD 83)
 DH5137_MARKER: DD = SURVEY DISK
 DH5137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5137_STAMPING: HILLSBORO C GPS 2004
 DH5137_MARK LOGO: WIDT  
 DH5137_PROJECTION: FLUSH
 DH5137_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5137+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5137
 DH5137  HISTORY     - Date     Condition        Report By
 DH5137  HISTORY     - 2003     MONUMENTED       WIDT
 DH5137
 DH5137                          STATION DESCRIPTION
 DH5137
 DH5137'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5137'OWNERSHIP--TOWNSHIP OF HILLSBORO.  TO REACH THE STATION FROM THE
 DH5137'JUNCTION OF STATE HIGHWAY 33 AND STATE HIGHWAY 82 EAST WITH STATE
 DH5137'HIGHWAY 82 WEST  ABOUT 2 MI WEST OF THE CITY OF HILLSBORO, GO EAST ON
 DH5137'STATE HIGHWAY 33 AND STATE HIGHWAY  82 FOR 0.7 MI TO BRISKEY ROAD ON
 DH5137'THE LEFT, TURN LEFT AND GO NORTH ON BRISKEY ROAD FOR 1.8  MI TO RIDGE
 DH5137'ROAD, TURN RIGHT AND GO EAST-SOUTHEAST ON RIDGE ROAD FOR 0.35 MI TO
 DH5137'THE  STATION ON THE LEFT.  THE STATION IS A  BRONZE WISCONSIN
 DH5137'DEPARTMENT OF TRANSPORTATION GEODETIC  SURVEY CONTROL STATION DISK SET
 DH5137'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT  LEVEL WITH THE
 DH5137'ROAD PAVEMENT.  THE STATION IS 8.8 M NORTHEAST OF THE CENTERLINE OF
 DH5137'RIDGE  ROAD, 97 M SOUTHEAST OF THE CENTERLINE OF A FIELD ENTRANCE, 1.0
 DH5137'M NORTHWEST OF AN  ORANGE 4X4  PLASTIC WITNESS POST AND 1.0 M
 DH5137'SOUTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS POST.   ---NOTE---THIS
 DH5137'STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DH5137'ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0133 ***********************************************************************
 QM0133  DESIGNATION -  HILO
 QM0133  PID         -  QM0133
 QM0133  STATE/COUNTY-  WI/FOREST
 QM0133  USGS QUAD   -  CRANDON NE (1981)
 QM0133
 QM0133                         *CURRENT SURVEY CONTROL
 QM0133  ___________________________________________________________________
 QM0133* NAD 83(1991)-  45 39 45.32471(N)    088 48 02.25335(W)     ADJUSTED  
 QM0133* NAVD 88     -       475.648  (meters)    1560.52   (feet)  ADJUSTED  
 QM0133  ___________________________________________________________________
 QM0133  LAPLACE CORR-          -5.85  (seconds)                    DEFLEC99
 QM0133  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 QM0133  DYNAMIC HT  -         475.623 (meters)    1560.44  (feet)  COMP
 QM0133  MODELED GRAV-     980,547.3   (mgal)                       NAVD 88
 QM0133
 QM0133  HORZ ORDER  -  FIRST
 QM0133  VERT ORDER  -  FIRST     CLASS II
 QM0133
 QM0133.The horizontal coordinates were established by classical geodetic methods
 QM0133.and adjusted by the National Geodetic Survey in November 1991..
 QM0133
 QM0133.The orthometric height was determined by differential leveling
 QM0133.and adjusted by the National Geodetic Survey in June 1991..
 QM0133
 QM0133.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0133
 QM0133.The geoid height was determined by GEOID03.
 QM0133
 QM0133.The dynamic height is computed by dividing the NAVD 88
 QM0133.geopotential number by the normal gravity value computed on the
 QM0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0133.degrees latitude (g = 980.6199 gals.).
 QM0133
 QM0133.The modeled gravity was interpolated from observed gravity values.
 QM0133
 QM0133;                    North         East     Units Scale Factor Converg.
 QM0133;SPC WI N     -    55,824.464   693,465.523   MT  0.99998397   +0 51 54.7
 QM0133;SPC WI N     -   183,150.76  2,275,144.80   sFT  0.99998397   +0 51 54.7
 QM0133;UTM  16      - 5,058,136.801   359,728.820   MT  0.99984191   -1 17 17.1
 QM0133
 QM0133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0133!SPC WI N     -   0.99993064  x   0.99998397  =   0.99991461
 QM0133!UTM  16      -   0.99993064  x   0.99984191  =   0.99977256
 QM0133
 QM0133:                Primary Azimuth Mark                     Grid Az
 QM0133:SPC WI N     -  CAMDEN                                   098 47 28.4
 QM0133:UTM  16      -  CAMDEN                                   100 56 40.2
 QM0133
 QM0133|---------------------------------------------------------------------|
 QM0133| PID    Reference Object                     Distance      Geod. Az  |
 QM0133|                                                           dddmmss.s |
 QM0133| QM0134 CAMDEN                              APPROX. 0.6 KM 0993923.1 |
 QM0133|---------------------------------------------------------------------|
 QM0133
 QM0133                          SUPERSEDED SURVEY CONTROL
 QM0133
 QM0133  NAD 83(1986)-  45 39 45.33094(N)    088 48 02.25148(W) AD(       ) 1
 QM0133  NAD 27      -  45 39 45.46700(N)    088 48 01.85600(W) AD(       ) 1
 QM0133  NGVD 29 (??/??/92)  475.636  (m)         1560.48   (f) ADJ UNCH    1 2
 QM0133
 QM0133.Superseded values are not recommended for survey control.
 QM0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0133.See file dsdata.txt to determine how the superseded data were derived.
 QM0133
 QM0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR5972958137(NAD 83)
 QM0133_MARKER: DB = BENCH MARK DISK
 QM0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0133_STAMPING: ELEV 1560.482 FT HILO 1921
 QM0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0133+STABILITY: SURFACE MOTION
 QM0133_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0133+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2005
 QM0133
 QM0133  HISTORY     - Date     Condition        Report By
 QM0133  HISTORY     - 1921     MONUMENTED       CGS
 QM0133  HISTORY     - 1934     GOOD             NGS
 QM0133  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0133  HISTORY     - 20051206 GOOD             WIDT
 QM0133
 QM0133                          STATION DESCRIPTION
 QM0133
 QM0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0133'STATION IS ABOUT 4 MILES E OF ARGONNE ON THE EXTENSION OF THE
 QM0133'N RAIL OF THE TANGENT FROM THE E ON THE THIRD CURVE E OF ARGONNE,
 QM0133'180 METERS E OF SPUR 247, AND ON A SMALL HILL N OF THE MINNEAPOLIS,
 QM0133'ST. PAUL AND SAULT STE. MARIE RAILWAY, AND ABOUT 2 METERS
 QM0133'S OF PROPERTY LINE FENCE.
 QM0133'
 QM0133'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 QM0133'DISKS SET IN CONCRETE.
 QM0133'
 QM0133'THE UNDERGROUND MARK IS 36 INCHES DEEP.
 QM0133
 QM0133                          STATION RECOVERY (1934)
 QM0133
 QM0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QM0133'3.6 MI E FROM ARGONNE.
 QM0133'3.6 MILES EAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QM0133'MARIE RAILROAD FROM ARGONNE, FOREST COUNTY, 197 YARDS EAST OF
 QM0133'SPUR 247, AT THE THIRD CURVE EAST OF ARGONNE, IN LINE WITH THE
 QM0133'NORTH RAIL OF THE EAST TANGENT, ON A SMALL HILL NORTH OF THE
 QM0133'TRACK, AND 5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 QM0133'DISK, STAMPED ELEV 1560.482 FT. HILO 1921 AND SET IN THE TOP
 QM0133'OF A CONCRETE POST.
 QM0133
 QM0133                          STATION RECOVERY (1985)
 QM0133
 QM0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0133'MARK NOT FOUND.
 QM0133
 QM0133                          STATION RECOVERY (2005)
 QM0133
 QM0133'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0133'RECOVERED IN GOOD CONDITION. --ADD TO REACH THE STATION FROM THE
 QM0133'JUNCTION OF COUNTY HIGHWAY P WITH COUNTY HIGHWAY G, GO WEST ON COUNTY
 QM0133'HIGHWAY G FOR 0.1 MILES TO A LOGGING ROAD LEADING NORTH, THEN GO
 QM0133'NORTH-NORTHWEST ALONG THE LOGGING ROAD 0.77 MILES. THEN PACK NORTH BY
 QM0133'FOOT FOR 70.0 M TO THE CANADIAN NATIONAL RAILROAD TRACK.
 QM0133'GO WEST ALONG THE RAILROAD TRACK FOR APPROXIMATELY 100.0 M TO A SMALL
 QM0133'HILL ON THE NORTH SIDE OF THE TRACK AND THE STATION ON THE RIGHT. THE
 QM0133'STATION IS 13.0 M NORTH OF THE CENTERLINE OF THE TRACK, 1.0 M
 QM0133'SOUTHEAST OF AN ORANGE FIBERGLASS WITNESS POST, AND 1.5 M HIGHER THAN
 QM0133'THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1152 ***********************************************************************
 OM1152  DESIGNATION -  HILT RESET
 OM1152  PID         -  OM1152
 OM1152  STATE/COUNTY-  WI/DANE
 OM1152  USGS QUAD   -  MIDDLETON (1983)
 OM1152
 OM1152                         *CURRENT SURVEY CONTROL
 OM1152  ___________________________________________________________________
 OM1152* NAD 83(1997)-  43 04 46.16290(N)    089 35 18.47359(W)     ADJUSTED  
 OM1152* NAVD 88     -       375.1    (meters)    1231.     (feet)  VERTCON   
 OM1152  ___________________________________________________________________
 OM1152  X           -      33,515.181 (meters)                     COMP
 OM1152  Y           -  -4,666,054.879 (meters)                     COMP
 OM1152  Z           -   4,334,188.849 (meters)                     COMP
 OM1152  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 OM1152  ELLIP HEIGHT-         340.90  (meters)          (06/17/02) GPS OBS
 OM1152  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 OM1152
 OM1152  HORZ ORDER  -  SECOND
 OM1152  ELLP ORDER  -  FOURTH    CLASS I
 OM1152
 OM1152.The horizontal coordinates were established by classical geodetic methods
 OM1152.and adjusted by the National Geodetic Survey in June 2002..
 OM1152
 OM1152.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM1152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM1152
 OM1152.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1152
 OM1152.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1152
 OM1152.The ellipsoidal height was determined by GPS observations
 OM1152.and is referenced to NAD 83.
 OM1152
 OM1152.The geoid height was determined by GEOID03.
 OM1152
 OM1152;                    North         East     Units Scale Factor Converg.
 OM1152;SPC WI S     -   120,003.585   633,511.810   MT  0.99994823   +0 16 58.0
 OM1152;SPC WI S     -   393,711.76  2,078,446.66   sFT  0.99994823   +0 16 58.0
 OM1152;UTM  16      - 4,772,894.167   289,285.754   MT  1.00014624   -1 46 07.0
 OM1152
 OM1152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1152!SPC WI S     -   0.99994654  x   0.99994823  =   0.99989478
 OM1152!UTM  16      -   0.99994654  x   1.00014624  =   1.00009277
 OM1152
 OM1152:                Primary Azimuth Mark                     Grid Az
 OM1152:SPC WI S     -  WAUNAKEE MUNICIPAL TANK                  039 53 40.2
 OM1152:UTM  16      -  WAUNAKEE MUNICIPAL TANK                  041 56 45.2
 OM1152
 OM1152|---------------------------------------------------------------------|
 OM1152| PID    Reference Object                     Distance      Geod. Az  |
 OM1152|                                                           dddmmss.s |
 OM1152| OM1105 WAUNAKEE MUNICIPAL TANK             APPROX.16.4 KM 0401038.2 |
 OM1152| OM1065 MADISON GAS AND ELEC CO W STK       APPROX.17.4 KM 0901557.1 |
 OM1152| OM1085 MADISON CAPITOL HEAT PLT STK        APPROX.17.2 KM 0901504.5 |
 OM1152| OM1081 MADISON WIS ST CAPITOL DOME         APPROX.16.6 KM 0914554.2 |
 OM1152| OM1082 MADISON ST RAPHAELS CH SPIRE        APPROX.16.5 KM 0924545.6 |
 OM1152| OM1095 MADISON UNIV OF WIS PWRHSE STK      APPROX.14.8 KM 0925150.8 |
 OM1152| CI9759 HILT RM 1                            19.266 METERS 11351     |
 OM1152| CI9760 HILT RM 2                            26.137 METERS 16823     |
 OM1152| NH1577 PRIMROSE WEST CHURCH CUPOLA         APPROX.22.7 KM 1962441.5 |
 OM1152| CI9758 HILT AZ MK RESET                                   2004439.9 |
 OM1152| CI9757 HILT AZ MK                                         2224304.8 |
 OM1152| NH1605 PERRY NORWEGIAN LUTH CH SPIRE       APPROX.26.2 KM 2252047.9 |
 OM1152| OM1158 MT HOREB SPRINGDALE LUTH CH         APPROX.11.7 KM 2254418.0 |
 OM1152| OM1156 MT HOREB PUBLIC SCH CHIMNEY         APPROX.14.7 KM 2351209.0 |
 OM1152| OM1162 MT HOREB ST IGNATIUS CH SPIRE       APPROX.14.2 KM 2355731.5 |
 OM1152| OM1161 MT HOREB LUTH CHURCH SPIRE          APPROX.14.3 KM 2363640.7 |
 OM1152| OM1157 MT HOREB MUNICIPAL TANK             APPROX.14.5 KM 2373418.4 |
 OM1152| CI9761 HILT RM 3                            21.830 METERS 32355     |
 OM1152| CI9762 HILT RM 4                            29.985 METERS 32540     |
 OM1152| OM1144 MARTINSVILLE ST MARTIN CATH CH      APPROX.11.3 KM 3591024.8 |
 OM1152|---------------------------------------------------------------------|
 OM1152
 OM1152                          SUPERSEDED SURVEY CONTROL
 OM1152
 OM1152  ELLIP H (10/21/99)  341.00   (m)                       GP(       ) 4 1
 OM1152  NAD 83(1991)-  43 04 46.16242(N)    089 35 18.47228(W) AD(       ) 2
 OM1152  NAD 83(1986)-  43 04 46.15369(N)    089 35 18.47493(W) AD(       ) 2
 OM1152  NAD 27      -  43 04 46.17300(N)    089 35 18.03600(W) AD(       ) 2
 OM1152  NGVD 29 (07/12/88)  375.2    (m)         1231.     (f) GPS OBS        
 OM1152
 OM1152.Superseded values are not recommended for survey control.
 OM1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1152.See file dsdata.txt to determine how the superseded data were derived.
 OM1152
 OM1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8928672894(NAD 83)
 OM1152_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM1152_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 OM1152_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 OM1152_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM1152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM1152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1152+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OM1152
 OM1152  HISTORY     - Date     Condition        Report By
 OM1152  HISTORY     - 1935     MONUMENTED       CGS
 OM1152  HISTORY     - 1956     GOOD             CGS
 OM1152  HISTORY     - 1958     GOOD             CGS
 OM1152  HISTORY     - 1964     GOOD             CGS
 OM1152  HISTORY     - 1966     SEE DESCRIPTION  CGS
 OM1152  HISTORY     - 1987     GOOD             NGS
 OM1152
 OM1152                          STATION DESCRIPTION
 OM1152
 OM1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 OM1152'STATION IS ABOUT 10 MILES WEST OF MADISON, ABOUT 9 MILES NE
 OM1152'OF MT. HOREB, ABOUT 4 MILES SE OF CROSS PLAINS, IN SE 1/4 SEC.
 OM1152'18, T 7 N R 8 E, ON FARM ADMINISTERED BY THE MIDDLETON TRUST AND
 OM1152'SAVINGS COMPANY OF MIDDLETON, WISCONSIN, AND OCCUPIED BY FRED
 OM1152'HILTBRAND, IN SE CORNER AND ON HIGHEST POINT OF THE ROCKY
 OM1152'PASTURE, ABOUT 0.3 MILE NNE OF THE HOUSE, 61 FEET WEST OF THE
 OM1152'EAST PASTURE FENCE, 85 FEET NORTH OF THE SOUTH PASTURE FENCE, 70
 OM1152'FEET SSW OF THE TRIANGULAR-BLAZED LONE 15-INCH PINE
 OM1152'TREE THAT STANDS IN SLIGHT VALLEY JUST NORTH OF STATION, 34
 OM1152'FEET ENE OF THE LONE 10-INCH TREE (OAK).  THE MARK PROJECTS 5
 OM1152'INCHES.
 OM1152'
 OM1152'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 OM1152'TABLETS SET IN CONCRETE.
 OM1152'
 OM1152'AZ. MK IS SW OF STATION, ON WEST FENCE LINE OF THE BROAD
 OM1152'NORTH-SOUTH CATTLE LANE, ABOUT 0.2 MILE NW OF THE HOUSE, ABOUT
 OM1152'150 FEET NNW OF NW CORNER OF THE LARGE HOG LOT.  IT PROJECTS
 OM1152'2 INCHES.
 OM1152'
 OM1152'R.M. NO. 1 IS ESE OF STATION, ON THE EAST PASTURE FENCE LINE,
 OM1152'58 FEET NORTH OF THE SE CORNER-POST OF PASTURE, 99 FEET SSE OF
 OM1152'THE TRIANGULAR-BLAZED LONE 15-INCH PINE TREE.  IT PROJECTS
 OM1152'6 INCHES.
 OM1152'
 OM1152'R.M. NO. 2 IS SSE OF STATION, ON THE SOUTH PASTURE FENCE LINE,
 OM1152'38 FEET WEST OF THE SE CORNER-POST, 95 FEET SE OF THE LONE 10-INCH
 OM1152'TREE THAT STANDS WSW OF STATION, 71.11 FEET SSW OF R.M. NO. 1.
 OM1152'IT PROJECTS 6 INCHES.
 OM1152'
 OM1152'TO REACH FROM THE JUNCTION OF U.S. 14 AND THE MAIN NORTH-SOUTH
 OM1152'STREET IN CROSS PLAINS, GO EAST ON U.S. 14, 2.5 MILES TO A
 OM1152'GRAVEL ROAD LEADING SOUTH ACROSS R.R. TRACKS.  THENCE SOUTH ON
 OM1152'GRAVEL ROAD 0.9 MILE TO T ROAD LEADING EAST.  THENCE EAST
 OM1152'ON T ROAD 0.2 MILE.  THENCE SOUTH 0.5 MILE TO T ROAD LEADING
 OM1152'EAST.  THENCE ON T ROAD 0.5 MILE TO MR. HILTBRANDS HOUSE
 OM1152'ON THE NORTH SIDE OF ROAD.  THENCE NORTH THRU BARN YARD AND NNE
 OM1152'ACROSS FIELD TO SE CORNER OF PASTURE AND STATION.
 OM1152'
 OM1152'A 74-FOOT SIGNAL AT MINIX COMES INTO VIEW AT 25 FEET.
 OM1152'
 OM1152'A 74-FOOT SIGNAL AT MAIER IS VISIBLE FROM THE GROUND.
 OM1152'
 OM1152'AN 87-FOOT SIGNAL AT REUTER COMES INTO VIEW AT 15 FEET.
 OM1152'
 OM1152'A 110-FOOT SIGNAL AT WISCONSIN COMES INTO VIEW AT 10 FEET.
 OM1152'
 OM1152'A 100-FOOT SIGNAL AT DANE COMES INTO VIEW AT 40 FEET.
 OM1152'
 OM1152'A 100-FOOT SIGNAL AT KOLLATH COMES INTO VIEW AT 10 FEET.
 OM1152'
 OM1152'AN 18-FOOT SIGNAL AT USGS PT 9 (1905) IS VISIBLE FROM THE GROUND.
 OM1152'
 OM1152'HEIGHT OF LIGHT ABOVE STATION MARK - 100 FEET.
 OM1152
 OM1152                          STATION RECOVERY (1956)
 OM1152
 OM1152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FAR)
 OM1152'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE STATION WAS NOT
 OM1152'OCCUPIED BY AN OBSERVING UNIT.  THE FARM IS NOW OCCUPIED BY A MR.
 OM1152'HITCHNER.
 OM1152
 OM1152                          STATION RECOVERY (1958)
 OM1152
 OM1152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1152'THE STATION AND ALL MARKS WERE FOUND IN GOOD CONDITION.  THE
 OM1152'DISTANCE AND DIRECTION TO THE MARKS CHECKED.  AT THIS TIME THE
 OM1152'1935 AZIMUTH MARK WAS DESTROYED AT THE REQUEST OF THE PROPERTY
 OM1152'OWNER AND ALSO REFERENCE MARK 2.  THIS PARTY ESTABLISHED A NEW
 OM1152'AZIMUTH MARK AND A REFERENCE MARK 3.  THE ONLY REMAINING
 OM1152'REFERENCE POINTS ARE THE HOUSE AND THAT THE STATION IS ON THE
 OM1152'HIGHEST POINT OF A ROCKY PASTURE.  A COMPLETE NEW TO REACH AND
 OM1152'DESCRIPTION FOLLOWS.
 OM1152'
 OM1152'THE STATION IS ABOUT 3 MILES SOUTHEAST OF CROSS PLAINS, ABOUT
 OM1152'7 MILES NORTHEAST OF VERONA AND ON PROPERTY OWNED BY MR. S.B.
 OM1152'HITCHNER.  IT IS 126 FEET SOUTHWEST OF A FENCE CORNER, 66 FEET
 OM1152'NORTH OF A WIRE GATE, 10 FEET EAST OF A FENCE AND A WHITE WITNESS
 OM1152'POST, ON THE HIGHEST POINT OF A PASTURE FIELD AND ABOUT 0.3
 OM1152'MILE NORTH OF MR. HITCHNERS HOUSE.  THE MONUMENT PROJECTS 5
 OM1152'INCHES AND THE DISK IS STAMPED HILT 1935.
 OM1152'
 OM1152'REFERENCE MARK 1 IS 3 FEET SOUTHEAST OF THE FENCE AND ABOUT 75
 OM1152'FEET EAST OF THE WHITE WITNESS POST AND FENCE.  THE MONUMENT
 OM1152'PROJECTS 2 INCHES AND THE DISK IS STAMPED HILT NO 1 1935.
 OM1152'
 OM1152'REFERENCE MARK 3 IS 67 FEET NORTHWEST OF THE WHITE WITNESS POST,
 OM1152'1 FOOT EAST OF THE FENCE AND ABOUT 1 FOOT LOWER THAN THE
 OM1152'STATION MARK.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 OM1152'HILT NO 3 1935.
 OM1152'
 OM1152'THE AZIMUTH MARK IS 9 FEET WEST OF THE CENTERLINE OF A FIELD
 OM1152'ROAD, 1 FOOT SOUTHEAST OF A FENCE CORNER AND A WHITE WITNESS
 OM1152'POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 OM1152'HILT 1935 RESET 1958.
 OM1152'
 OM1152'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14 AND
 OM1152'STATE ROAD P AT THE EAST EDGE OF CROSS PLAINS, GO EAST ON
 OM1152'HIGHWAY 14 FOR 2.4 MILES TO A GRAVELED SIDE ROAD RIGHT.  TURN
 OM1152'RIGHT ON THE GRAVEL ROAD, CROSSING THE RAILROAD TRACK AND GO
 OM1152'SOUTH FOR 0.9 MILE TO A T-ROAD INTERSECTION.  TURN LEFT AND GO
 OM1152'EAST AND SOUTH ON THE GRAVELED ROAD ROAD FOR 0.75 MILES TO A
 OM1152'SIDE ROAD LEFT.  TURN LEFT AND GO EAST ON THE GRAVELED ROAD FOR
 OM1152'0.55 MILE TO A DRIVEWAY AND MR. HITCHNERS HOUSE ON THE LEFT.
 OM1152'TURN LEFT AND GO NORTH ON THE DRIVEWAY AND A FIELD ROAD FOR
 OM1152'0.1 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 OM1152'CONTINUE NORTH ACROSS THE PASTURE FIELD FOR 0.3 MILES TO THE
 OM1152'HIGHEST POINT OF THE PASTURE AND THE STATION AS DESCRIBED.
 OM1152'
 OM1152'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 OM1152
 OM1152                          STATION RECOVERY (1964)
 OM1152
 OM1152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JB)
 OM1152'PRIOR-SET R.M.S NOS. 2 AND 3 FOUND DESTROYED.  DISK OF NO. 2
 OM1152'RECLAIMED, THE MONUMENT OF NO. 3 WAS USED TO SET NO. 4.  THE
 OM1152'RESET AZ. MK. LOCATED CLAIRVOYANTLY AFTER FAILURE TO FIND THE
 OM1152'ORIGINAL AZIMUTH MARK.  STATION, AZIMUTH, AND NO. 1 R.M. FOUND
 OM1152'GOOD CONDITION.
 OM1152'
 OM1152'ABOUT 2.8 MILES WESTERLY ALONG NO. 14 U.S. HWY. FROM ITS
 OM1152'GRADE-SEPARATED INTERSECTION WITH NO. 12 U.S. HWY. ON PRESENT
 OM1152'W EDGE OF MIDDLETON TO PAVED ROAD ON LEFT (THIS IS 4.7 MILES
 OM1152'EASTERLY ALONG NO. 12 FROM R.R. DEPOT IN CROSS PLAINS), THENCE
 OM1152'MEANDER 1.5 MILES S ON TWIN VALLEY ROAD, THENCE 0.7 MILE W ON
 OM1152'SAUK ROAD, THENCE 0.35 MILE N ON GRAVEL ROAD TO TOP OF HILL
 OM1152'AND THE STATION ON RIGHT, ABOUT 50 YARDS WNW OF THE APPARENTLY
 OM1152'HIGHEST POINT IN T VICINITY, ON CREST OF RIDGE, 28 FEET NE OF
 OM1152'CENTER LINE OF ROAD, 5.0 FEET HIGHER THAN SAME, 45 FEET WSW
 OM1152'OF TOP OF 5-FOOT-HIGH BOULDER, 0.3 FOOT HIGHER THAN SAME,
 OM1152'WITH THE SURFACE MARK PROJECTING 0.3
 OM1152'FOOT STAMPED HILT 1935.
 OM1152'
 OM1152'R.M. NO. 1 PROJECTS 0.2 FOOT, IS 65 FEET ENE OF CENTER LINE
 OM1152'OF ROAD, 50 FEET SSE OF TOP OF SAID BOULDER, AND LEVEL WITH THE
 OM1152'TOP OF SAME.
 OM1152'
 OM1152'R.M. NO. 4 IS 29 FEET NE OF CENTER LINE OF THE ROAD, AND 1.7
 OM1152'FEET ESE OF WITNESS POST.
 OM1152'
 OM1152'AZIMUTH MARK IS ABOUT 101 YARDS W OF THE ACCESS-TO-STATION
 OM1152'GRAVEL ROAD, AT NE CORNER OF A WOODS, ON INSIDE OF FIELD-ROAD
 OM1152'TURN, 2 FEET ESE OF FENCE CORNER, AND 1.6 FEET S OF STEEL
 OM1152'WITNESS POST.
 OM1152
 OM1152                          STATION RECOVERY (1966)
 OM1152
 OM1152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 OM1152'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 OM1152'CONDITION AT THIS TIME.  THE STATION MARK WAS LOWERED AT THE
 OM1152'REQUEST OF MR. BURTON STINTON (PROPERTY OWNER) AT THIS TIME.
 OM1152'BELOW ARE SOME ADDITIONAL REFERENCE MEASUREMENTS TO THE STATION
 OM1152'MARK AND REFERENCE MARK 1.
 OM1152'
 OM1152'STATION IS 109 FEET NORTHWEST OF THE NORTHWEST CORNER OF MR.
 OM1152'STINTONS HOME, 99 FEET SOUTH OF A METAL WITNESS POST AND 25 FEET
 OM1152'NORTHEAST OF THE CENTERLINE OF A GRAVELED ROAD.  THE DISK IS SET
 OM1152'IN AN IRREGULAR MASS OF CONCRETE WHICH SHOULD BE ABOUT 1 FOOT
 OM1152'BELOW THE SURFACE OF THE GROUND WHEN GRADING OF LAWN IS
 OM1152'COMPLETED.  THE DISK IS STAMPED HILT 1935 1966.
 OM1152'MARK LOWERED 2.955 FEET, .900 METERS.
 OM1152'
 OM1152'REFERENCE MARK 1 IS NOW 43 FEET NORTHWEST OF THE NORTHWEST CORNER
 OM1152'OF THE HOUSE.
 OM1152'
 OM1152'REFERENCE MARK 3 AS DESCRIBED.
 OM1152'
 OM1152'TO REACH THE STATION FROM THE MIDDLETON FIRE DEPT., GO WEST ON
 OM1152'U.S. HIGHWAY 14 FOR 1.15 MILES TO A SIDE ROAD LEFT.  TURN LEFT
 OM1152'ON PLEASANT VIEW ROAD AND GO SOUTH FOR 1.5 MILES TO A PAVED
 OM1152'CROSSROAD.  TURN RIGHT ON OLD SAUK ROAD AND GO WEST FOR 2.6
 OM1152'MILES TO A GRAVELED SIDE ROAD RIGHT.  TURN RIGHT AND GO
 OM1152'NORTHERLY ON THE GRAVELED ROAD FOR 0.15 MILE TO AZIMUTH MARK
 OM1152'ON THE LEFT.  CONTINUE NORTH FOR 0.2 MILE TO THE STATION ON
 OM1152'THE RIGHT.
 OM1152
 OM1152                          STATION RECOVERY (1987)
 OM1152
 OM1152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 OM1152'THE STATION WAS RECOVERED AT THIS DATE.
 OM1152'THE STATION IS IN GOOD CONDITION, REFERENCE MARKS WERE NOT SEARCHED
 OM1152'FOR.
 OM1152'
 OM1152'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) WEST-SOUTHWEST OF
 OM1152'MIDDLETON, 6.4 KM (4.0 MI) SOUTHEAST OF CROSS PLAINS AND 1.6 KM
 OM1152'(1.0 MI) SOUTH OF U.S. HIGHWAY 14.  OWNERSHIP--TOWN OF MIDDLETON,
 OM1152'EDWIN H TALLARD, CHAIRMAN, 7296 OLD SAUK ROAD, MIDDLETON WI 53562,
 OM1152'PHONE 608-831-6262.
 OM1152'
 OM1152'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14 AND COUNTY
 OM1152'HIGHWAY P (CHURCH STREET), GO SOUTHEAST ON HIGHWAY 14 FOR 3.8 KM
 OM1152'(2.4 MI) TO SIDE ROAD RIGHT (CLEVELAND ROAD) NOT MARKED.  TURN RIGHT
 OM1152'AND GO SOUTH FOR 1.6 KM (1.0 MI) TO A T-ROAD INTERSECTION WITH OLD
 OM1152'SAUK PASS ROAD.  TURN LEFT AND GO EAST AND THEN SOUTH FOR 1.1 KM
 OM1152'(0.7 MI) TO WHERE OLD SAUK ROAD GOES EAST AND TIMBER LANE CONTINUES
 OM1152'AHEAD.  TURN LEFT  AND GO EAST FOR 1.0 KM (0.6 MI) TO SIDE ROAD LEFT
 OM1152'(KEEWATIN TRAIL).  TURN LEFT AND GO NORTHERLY FOR 0.6 KM (0.35 MI)
 OM1152'TO STATION ON THE RIGHT, JUST PAST A HOUSE ON RIGHT.
 OM1152'
 OM1152'THE STATION IS A STANDARD CGS DISK STAMPED---HILT 1935 1966---,
 OM1152'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE
 OM1152'AND RECESSED 14 CM BELOW THE GROUND.  LOCATED
 OM1152'30.0 METERS (98.5 FT) SOUTHEAST FROM A METAL WITNESS POST
 OM1152'WITH SIGN, 7.9 METERS (26.0 FT) NORTHEAST FROM THE ROAD CENTER,
 OM1152'2.7 METERS (9.0 FT) SOUTHWEST FROM THE MOW LINE OF A YARD AND
 OM1152'1.8 METERS (6.0 FT) NORTHWEST FROM THE MOW LINE OF THE YARD.
 OM1152'
 OM1152'DANE COUNTY, WISCONSIN 1987.
 OM1152'
 OM1152'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM1152'
 OM1152'DESCRIBED BY J.N. LEONHARDT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0482 ***********************************************************************
 OL0482  DESIGNATION -  HINGHAM
 OL0482  PID         -  OL0482
 OL0482  STATE/COUNTY-  WI/SHEBOYGAN
 OL0482  USGS QUAD   -  PLYMOUTH SOUTH (1974)
 OL0482
 OL0482                         *CURRENT SURVEY CONTROL
 OL0482  ___________________________________________________________________
 OL0482* NAD 83(1991)-  43 38 03.75247(N)    087 55 52.33545(W)     ADJUSTED  
 OL0482* NAVD 88     -       296.     (meters)     971.     (feet)  SCALED    
 OL0482  ___________________________________________________________________
 OL0482  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 OL0482  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 OL0482
 OL0482  HORZ ORDER  -  SECOND
 OL0482
 OL0482.The horizontal coordinates were established by classical geodetic methods
 OL0482.and adjusted by the National Geodetic Survey in November 1991..
 OL0482
 OL0482.The orthometric height was scaled from a topographic map.
 OL0482
 OL0482.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0482
 OL0482.The geoid height was determined by GEOID03.
 OL0482
 OL0482;                    North         East     Units Scale Factor Converg.
 OL0482;SPC WI S     -   183,635.342   766,918.789   MT  0.99994081   +1 25 17.3
 OL0482;SPC WI S     -   602,476.95  2,516,132.73   sFT  0.99994081   +1 25 17.3
 OL0482;UTM  16      - 4,831,686.293   424,884.417   MT  0.99966940   -0 38 33.4
 OL0482
 OL0482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0482!SPC WI S     -   0.99995914  x   0.99994081  =   0.99989995
 OL0482!UTM  16      -   0.99995914  x   0.99966940  =   0.99962855
 OL0482
 OL0482|---------------------------------------------------------------------|
 OL0482| PID    Reference Object                     Distance      Geod. Az  |
 OL0482|                                                           dddmmss.s |
 OL0482| CI9764 HINGHAM RM 1                         23.611 METERS 04505     |
 OL0482| OL0483 HINGHAM REFORMED CHURCH BELFRY      APPROX. 1.5 KM 0715806.9 |
 OL0482| CI9765 HINGHAM RM 2                         27.198 METERS 15909     |
 OL0482| CI9763 HINGHAM AZ MK                                      2650613.7 |
 OL0482|---------------------------------------------------------------------|
 OL0482
 OL0482                          SUPERSEDED SURVEY CONTROL
 OL0482
 OL0482  NAD 83(1986)-  43 38 03.74037(N)    087 55 52.33917(W) AD(       ) 2
 OL0482  NAD 27      -  43 38 03.75500(N)    087 55 52.00900(W) AD(       ) 2
 OL0482
 OL0482.Superseded values are not recommended for survey control.
 OL0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0482.See file dsdata.txt to determine how the superseded data were derived.
 OL0482
 OL0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP2488431686(NAD 83)
 OL0482_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OL0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0482
 OL0482  HISTORY     - Date     Condition        Report By
 OL0482  HISTORY     - 1953     MONUMENTED       CGS
 OL0482  HISTORY     - 1976     GOOD             AME
 OL0482  HISTORY     - 20031204 MARK NOT FOUND   USPSQD
 OL0482
 OL0482                          STATION DESCRIPTION
 OL0482
 OL0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OL0482'STATION IS LOCATED ON THE PROPERTY OF WILLIAM CONK ALONG THE SOUTH
 OL0482'SIDE OF COUNTY HIGHWAY I AND W
 OL0482'ABOUT 5 MILES NORTH OF RANDOM LAKE AND 1/2 MILE WEST OF HINGHAM.  IT
 OL0482'IS 145 FEET SOUTH OF THE CENTER OF
 OL0482'THE HIGHWAY AND 5 FEET NORTHEAST OF A WHITE WITNESS
 OL0482'POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 OL0482'DISK IS STAMPED HINGHAM 1953.
 OL0482'
 OL0482'REFERENCE MARK NO. 1 IS 89 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 OL0482'60 FEET SOUTH OF A FENCE AND
 OL0482'54 FEET NORTHWEST OF A 10 INCH HICKORY TREE IN A FENCE LINE.  THE
 OL0482'MARK PROJECTS ABOUT 2 INCHES AND
 OL0482'THE DISK IS STAMPED HINGHAM NO 1 1953.
 OL0482'
 OL0482'REFERENCE MARK NO. 2 IS 36 FEET NORTHWEST OF A 10 INCH BLACK HAW TREE
 OL0482'AND 2 FEET NORTH OF A 2 BY 2
 OL0482'FOOT BOULDER.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 OL0482'STAMPED HINGHAM NO 2 1953.
 OL0482'
 OL0482'AZIMUTH MARK IS 142 FEET SOUTHEAST OF THE INTERSECTION OF STATE
 OL0482'HIGHWAY 57 AND COUNTY
 OL0482'HIGHWAY I AND W, 29 FEET EAST OF THE CENTER OF HIGHWAY 57, 2 FEET
 OL0482'SOUTHWEST OF A WHITE WITNESS POST
 OL0482'AND 1 FOOT WEST OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS
 OL0482'STAMPED HINGHAM 1953.
 OL0482'
 OL0482'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 144 AND 57
 OL0482'ABOUT 1 MILE NORTHEAST OF
 OL0482'RANDOM LAKE, GO NORTH ON HIGHWAY 57 FOR 4.7 MILES TO THE JUNCTION OF
 OL0482'COUNTY HIGHWAY I AND W AND THE
 OL0482'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  TURN RIGHT ON
 OL0482'HIGHWAY I AND W AND GO EAST FOR 0.5 MILE TO THE
 OL0482'STATION ON THE RIGHT AS DESCRIBED.
 OL0482'
 OL0482'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 OL0482
 OL0482                          STATION RECOVERY (1976)
 OL0482
 OL0482'RECOVERY NOTE BY AERO-METRIC ENGINEERING INCORPORATED 1976 (HN)
 OL0482'HINGHAM 1953 RECOVERED GOOD.
 OL0482'
 OL0482'HINGHAM 1953 AZIMUTH RECOVERED GOOD.
 OL0482'
 OL0482'RM NO. 1 AND RM NO. 2 RECOVERED GOOD.
 OL0482'
 OL0482'1. STATION WALDO CAN NO LONGER BE SEEN FROM GROUND.
 OL0482'
 OL0482'2. WITNESS POSTS WITH SIGNS WERE SET AT THE STATION AND THE AZIMUTH.
 OL0482'
 OL0482'DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MI SW OF HINGHAM.
 OL0482
 OL0482                          STATION RECOVERY (2003)
 OL0482
 OL0482'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OL0482'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF6052 ***********************************************************************
 DF6052  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6052  DESIGNATION -  HINGHAM GPS
 DF6052  PID         -  DF6052
 DF6052  STATE/COUNTY-  WI/SHEBOYGAN
 DF6052  USGS QUAD   -  PLYMOUTH SOUTH (1974)
 DF6052
 DF6052                         *CURRENT SURVEY CONTROL
 DF6052  ___________________________________________________________________
 DF6052* NAD 83(1997)-  43 40 30.26448(N)    087 52 50.45267(W)     ADJUSTED  
 DF6052* NAVD 88     -       232.76   (meters)     763.6    (feet)  GPS OBS   
 DF6052  ___________________________________________________________________
 DF6052  X           -     170,873.703 (meters)                     COMP
 DF6052  Y           -  -4,617,463.412 (meters)                     COMP
 DF6052  Z           -   4,382,187.045 (meters)                     COMP
 DF6052  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 DF6052  ELLIP HEIGHT-         197.25  (meters)          (06/11/03) GPS OBS
 DF6052  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 DF6052
 DF6052  HORZ ORDER  -  FIRST
 DF6052  ELLP ORDER  -  THIRD     CLASS I
 DF6052
 DF6052.The horizontal coordinates were established by GPS observations
 DF6052.and adjusted by the National Geodetic Survey in June 2003..
 DF6052
 DF6052.The orthometric height was determined by GPS observations and a
 DF6052.high-resolution geoid model using precise GPS observation and
 DF6052.processing techniques.
 DF6052
 DF6052.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6052
 DF6052.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6052
 DF6052.The ellipsoidal height was determined by GPS observations
 DF6052.and is referenced to NAD 83.
 DF6052
 DF6052.The geoid height was determined by GEOID03.
 DF6052
 DF6052;                    North         East     Units Scale Factor Converg.
 DF6052;SPC WI S     -   188,257.736   770,879.419   MT  0.99994394   +1 27 22.3
 DF6052;SPC WI S     -   617,642.26  2,529,126.89   sFT  0.99994394   +1 27 22.3
 DF6052;UTM  16      - 4,836,161.787   429,007.833   MT  0.99966199   -0 36 29.5
 DF6052
 DF6052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6052!SPC WI S     -   0.99996907  x   0.99994394  =   0.99991301
 DF6052!UTM  16      -   0.99996907  x   0.99966199  =   0.99963107
 DF6052
 DF6052                          SUPERSEDED SURVEY CONTROL
 DF6052
 DF6052.No superseded survey control is available for this station.
 DF6052
 DF6052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP2900836162(NAD 83)
 DF6052_MARKER: DD = SURVEY DISK
 DF6052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6052_STAMPING: HINGHAM GPS 2001
 DF6052_MARK LOGO: WIDT  
 DF6052_PROJECTION: FLUSH
 DF6052_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6052+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2003
 DF6052
 DF6052  HISTORY     - Date     Condition        Report By
 DF6052  HISTORY     - 2000     MONUMENTED       WIDT
 DF6052  HISTORY     - 20031204 GOOD             USPSQD
 DF6052
 DF6052                          STATION DESCRIPTION
 DF6052
 DF6052'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DF6052'THE STATION IS LOCATED ABOUT 16 KM SOUTHWEST OF SHEBOYGAN AND 11 KM
 DF6052'SOUTHEAST OF
 DF6052'PLYMOUTH.  OWNERSHIP--SHEBOYGAN COUNTY.  TO REACH THE STATION FROM THE
 DF6052'JUNCTION OF
 DF6052'STATE HIGHWAY 28 WITH STATE HIGHWAY 57 WITH COUNTY HIGHWAY V ABOUT 8
 DF6052'KM SOUTH OF THE
 DF6052'CITY OF PLYMOUTH, GO EAST ON COUNTY HIGHWAY V FOR 3.2 KM TO COUNTY
 DF6052'HIGHWAY M, CONTINUE
 DF6052'EAST ON COUNTY HIGHWAY V FOR 1.6 KM TO COUNTY HIGHWAY VN AND THE
 DF6052'STATION ON THE LEFT.
 DF6052'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF6052'GEODETIC SURVEY
 DF6052'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DF6052'AND ABOUT LEVEL
 DF6052'WITH THE HIGHWAY PAVEMENT.  THE STATION IS 6.5 M EAST OF THE
 DF6052'CENTERLINE OF COUNTY
 DF6052'HIGHWAY VN, 65 M SOUTH OF A WOOD POST FOR A --HOSPITAL ENTRANCE --
 DF6052'SIGN, 42.1 M NORTH OF
 DF6052'THE CENTERLINE OF COUNTY HIGHWAY V,  32.4 M NORTH OF THE TOP CENTER OF
 DF6052'TELEPHONE
 DF6052'PEDESTAL --215--, 1 M WEST OF A CULTIVATED FIELD, 0.7 M WEST OF A
 DF6052'WHITE PLASTIC WITNESS POST,
 DF6052'1.0 M SOUTH AND 1.0 M NORTH OF TWO 4X4 ORANGE PLASTIC WITNESS POSTS.
 DF6052'---NOTE---THIS
 DF6052'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DF6052'ABOVE THE
 DF6052'HORIZON.
 DF6052' 
 DF6052' 
 DF6052' 
 DF6052' 
 DF6052' 
 DF6052' 
 DF6052'
 DF6052
 DF6052                          STATION RECOVERY (2003)
 DF6052
 DF6052'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0483 ***********************************************************************
 OL0483  DESIGNATION -  HINGHAM REFORMED CHURCH BELFRY
 OL0483  PID         -  OL0483
 OL0483  STATE/COUNTY-  WI/SHEBOYGAN
 OL0483  USGS QUAD   -  PLYMOUTH SOUTH (1974)
 OL0483
 OL0483                         *CURRENT SURVEY CONTROL
 OL0483  ___________________________________________________________________
 OL0483* NAD 83(1991)-  43 38 18.39143(N)    087 54 50.39585(W)     ADJUSTED  
 OL0483* NAVD 88     -                                                        
 OL0483  ___________________________________________________________________
 OL0483  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 OL0483  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 OL0483
 OL0483  HORZ ORDER  -  THIRD
 OL0483
 OL0483.The horizontal coordinates were established by classical geodetic methods
 OL0483.and adjusted by the National Geodetic Survey in November 1991..
 OL0483
 OL0483
 OL0483.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0483
 OL0483.The geoid height was determined by GEOID03.
 OL0483
 OL0483;                    North         East     Units Scale Factor Converg.
 OL0483;SPC WI S     -   184,121.553   768,295.406   MT  0.99994110   +1 25 59.9
 OL0483;SPC WI S     -   604,072.13  2,520,649.18   sFT  0.99994110   +1 25 59.9
 OL0483;UTM  16      - 4,832,122.488   426,277.272   MT  0.99966685   -0 37 50.8
 OL0483
 OL0483                          SUPERSEDED SURVEY CONTROL
 OL0483
 OL0483  NAD 83(1986)-  43 38 18.37920(N)    087 54 50.39932(W) AD(       ) 4
 OL0483  NAD 27      -  43 38 18.39000(N)    087 54 50.07000(W) AD(       ) 3
 OL0483
 OL0483.Superseded values are not recommended for survey control.
 OL0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0483.See file dsdata.txt to determine how the superseded data were derived.
 OL0483
 OL0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP2627732122(NAD 83)
 OL0483
 OL0483  HISTORY     - Date     Condition        Report By
 OL0483  HISTORY     - 1953     MONUMENTED       CGS
 OL0483  HISTORY     - 19970128 MARK NOT FOUND   USPSQD
 OL0483
 OL0483                          STATION DESCRIPTION
 OL0483
 OL0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OL0483'STATION IS THE CENTER OF THE TOP OF THE BELFRY OF THE HINGHAM
 OL0483'REFORMED CHURCH,
 OL0483'LOCATED IN THE VILLAGE OF HINGHAM ABOUT 150 FEET NORTHEAST OF THE
 OL0483'INTERSECTION OF COUNTY HIGHWAYS W
 OL0483'AND GG.  THE BELFRY IS A WOODEN STRUCTURE ABOUT 50
 OL0483'FEET HIGH, IS ROOFED WITH RED SHINGLES AND HAS A
 OL0483'LARGE BELL MOUNTED IN THE CENTER.
 OL0483
 OL0483                          STATION RECOVERY (1997)
 OL0483
 OL0483'RECOVERY NOTE BY US POWER SQUADRON 1997
 OL0483'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0767 ***********************************************************************
 PO0767  DESIGNATION -  HINTZMAN
 PO0767  PID         -  PO0767
 PO0767  STATE/COUNTY-  WI/DUNN
 PO0767  USGS QUAD   -  MENOMONIE NORTH (1972)
 PO0767
 PO0767                         *CURRENT SURVEY CONTROL
 PO0767  ___________________________________________________________________
 PO0767* NAD 83(1991)-  44 55 44.29005(N)    091 54 39.26034(W)     ADJUSTED  
 PO0767* NAVD 88     -       332.7    (meters)    1092.     (feet)  VERTCON   
 PO0767  ___________________________________________________________________
 PO0767  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 PO0767  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 PO0767
 PO0767  HORZ ORDER  -  SECOND
 PO0767
 PO0767.The horizontal coordinates were established by classical geodetic methods
 PO0767.and adjusted by the National Geodetic Survey in March 1999..
 PO0767
 PO0767.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0767
 PO0767.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0767
 PO0767.The geoid height was determined by GEOID03.
 PO0767
 PO0767;                    North         East     Units Scale Factor Converg.
 PO0767;SPC WI C     -   123,520.652   449,167.897   MT  0.99994113   -1 20 53.8
 PO0767;SPC WI C     -   405,250.67  1,473,645.01   sFT  0.99994113   -1 20 53.8
 PO0767;UTM  15      - 4,975,636.752   585,943.305   MT  0.99969082   +0 46 09.1
 PO0767
 PO0767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0767!SPC WI C     -   0.99995265  x   0.99994113  =   0.99989378
 PO0767!UTM  15      -   0.99995265  x   0.99969082  =   0.99964348
 PO0767
 PO0767|---------------------------------------------------------------------|
 PO0767| PID    Reference Object                     Distance      Geod. Az  |
 PO0767|                                                           dddmmss.s |
 PO0767| CJ5092 HINTZMAN RM 2                         8.185 METERS 25211     |
 PO0767| CJ5091 HINTZMAN RM 1                        10.318 METERS 34346     |
 PO0767|---------------------------------------------------------------------|
 PO0767
 PO0767                          SUPERSEDED SURVEY CONTROL
 PO0767
 PO0767  NAD 83(1991)-  44 55 44.28720(N)    091 54 39.26010(W) AD(       ) 2
 PO0767  NAD 83(1986)-  44 55 44.28290(N)    091 54 39.27022(W) AD(       ) 2
 PO0767  NAD 27      -  44 55 44.41769(N)    091 54 38.63679(W) AD(       ) 2
 PO0767  NGVD 29 (07/19/86)  332.7    (m)         1092.     (f) VERT ANG       
 PO0767
 PO0767.Superseded values are not recommended for survey control.
 PO0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0767.See file dsdata.txt to determine how the superseded data were derived.
 PO0767
 PO0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK8594375637(NAD 83)
 PO0767_MARKER: DD = SURVEY DISK
 PO0767_SETTING: 0 = UNSPECIFIED SETTING
 PO0767
 PO0767  HISTORY     - Date     Condition        Report By
 PO0767  HISTORY     - 1972     MONUMENTED       USGS
 PO0767
 PO0767                          STATION DESCRIPTION
 PO0767
 PO0767'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (JSA)
 PO0767'STATION IS ABOUT 1.4 MI. N. AND 1.0 MI. E. OF MENOMONIE FROM
 PO0767'JUNCTION OF INTERSTATE HIGHWAY 94 AND STATE HIGHWAY 25, T. 28
 PO0767'N., R. 13 W., NEAR NW. CORNER OF SEC. 12, ON PROMINENT BARE HILL.
 PO0767'
 PO0767'TO REACH STATION FROM JUNCTION OF INTERSTATE HIGHWAY 94 AND
 PO0767'STATE HIGHWAY 25, GO N. ON HIGHWAY 25, 1.7 MI. TO HINTZMANS HOUSE
 PO0767'AND ASK PERMISSION TO ENTER HIS LAND, THEN GO 0.6 MI. E. ON FARM
 PO0767'RD. TO FOOT OF PROMINENT HILL.  PARK TRUCK HERE AND WALK TO
 PO0767'STATION ON TOP OF HILL.
 PO0767'
 PO0767'STATION MARK STAMPED ET HINTZMAN 1972 IS ON SMALL TOP OF HIGH
 PO0767'PROMINENT HILL.
 PO0767'
 PO0767'REFERENCE MARK NO. 1 STAMPED HINTZMAN NO 1 IS ABOUT 34 FT. NNW. OF
 PO0767'STATION WHERE HILL BREAKS SHARPLY TO N. AND W.
 PO0767'
 PO0767'REFERENCE MARK NO. 2 STAMPED HINTZMAN NO 2 IS ABOUT 28 FT. WSW. OF
 PO0767'STATION WHERE HILL BREAKS SHARPLY TO W.
 PO0767'
 PO0767'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2-IN. COPPER COATED
 PO0767'RODS, CENTERED IN 6-IN. DIAMETER PLASTIC PIPE 12 IN. LONG AND
 PO0767'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  STATION MARK AND
 PO0767'REFERENCE MARKS ARE ALL FLUSH WITH THE GROUND.
 PO0767'
 PO0767'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE9411 ***********************************************************************
 AE9411  DESIGNATION -  HIXON
 AE9411  PID         -  AE9411
 AE9411  STATE/COUNTY-  WI/LA CROSSE
 AE9411  USGS QUAD   -  LA CROSSE (1993)
 AE9411
 AE9411                         *CURRENT SURVEY CONTROL
 AE9411  ___________________________________________________________________
 AE9411* NAD 83(1991)-  43 48 42.70962(N)    091 12 41.73522(W)     ADJUSTED  
 AE9411* NAVD 88     -       358.3    (meters)    1176.     (feet)  GPS OBS   
 AE9411  ___________________________________________________________________
 AE9411  X           -     -97,481.533 (meters)                     COMP
 AE9411  Y           -  -4,609,177.603 (meters)                     COMP
 AE9411  Z           -   4,393,256.845 (meters)                     COMP
 AE9411  LAPLACE CORR-          -6.00  (seconds)                    DEFLEC99
 AE9411  ELLIP HEIGHT-         326.52  (meters)          (05/11/98) GPS OBS
 AE9411  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 AE9411
 AE9411  HORZ ORDER  -  FIRST
 AE9411  ELLP ORDER  -  FOURTH    CLASS I
 AE9411
 AE9411.The horizontal coordinates were established by GPS observations
 AE9411.and adjusted by the National Geodetic Survey in May 1998..
 AE9411
 AE9411.The orthometric height was determined by GPS observations and a
 AE9411.high-resolution geoid model.
 AE9411
 AE9411.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9411
 AE9411.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE9411
 AE9411.The ellipsoidal height was determined by GPS observations
 AE9411.and is referenced to NAD 83.
 AE9411
 AE9411.The geoid height was determined by GEOID03.
 AE9411
 AE9411;                    North         East     Units Scale Factor Converg.
 AE9411;SPC WI S     -   201,991.947   502,523.690   MT  0.99995819   -0 49 57.0
 AE9411;SPC WI S     -   662,701.91  1,648,696.47   sFT  0.99995819   -0 49 57.0
 AE9411;UTM  15      - 4,852,531.655   643,837.241   MT  0.99985447   +1 14 17.9
 AE9411
 AE9411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9411!SPC WI S     -   0.99994880  x   0.99995819  =   0.99990699
 AE9411!UTM  15      -   0.99994880  x   0.99985447  =   0.99980328
 AE9411
 AE9411                          SUPERSEDED SURVEY CONTROL
 AE9411
 AE9411.No superseded survey control is available for this station.
 AE9411
 AE9411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ4383752532(NAD 83)
 AE9411_MARKER: DH = HORIZONTAL CONTROL DISK
 AE9411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9411_STAMPING: HIXON 1990
 AE9411_MARK LOGO: NGS   
 AE9411_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AE9411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9411+STABILITY: SURFACE MOTION
 AE9411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9411+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1996
 AE9411
 AE9411  HISTORY     - Date     Condition        Report By
 AE9411  HISTORY     - 1990     MONUMENTED       NGS
 AE9411  HISTORY     - 19961019 GOOD             MNDT
 AE9411
 AE9411                          STATION DESCRIPTION
 AE9411
 AE9411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990 (DBH)
 AE9411'STATION IS LOCATED ON GRANDADS BLUFF ON THE EAST SIDE OF LACROSS IN
 AE9411'THE HIXON FOREST NEAR THE EAST 16TH CORNER BETWEEN SECTIONS 4 AND 33,
 AE9411'T15N AND T16N, R7W, JUST NORTH OF THE PROLONGATION OF MAIN STREET, 39
 AE9411'FEET (11.9 M) ABOVE A QUARRY ON THE LOWER FACE OF THE BLUFF.
 AE9411'TO REACH THE STATION FROM DOWNTOWN LA CROSSE, FOLLOW MAIN STREET EAST
 AE9411'TO THE FOOT OF GRANDADS BLUFF.  FOLLOW PAVED PARK ROAD TO LEFT UP
 AE9411'RIDGE TO NEAR THE TOP.  TURN RIGHT AT FIRST ROAD LEADING WESTWARD JUST
 AE9411'SHORT OF THE TOP OF THE RIDGE, AND FOLLOW IT TO PARKING AREA. PARK,
 AE9411'AND PACK APPROXIMATELY 800 FT (243.8 M) WESTWARD TO STATION.
 AE9411'STATION IS LOCATED 258 FT (78.6 M) SW OF THE SW CORNER OF THE SOUTHERN
 AE9411'FIREPLACE ATTACHED TO THE PARK PAVILLION, AT THE END OF A FENCED
 AE9411'WALKWAY LEADING TO THE SW OBSERVATION AREA.  STATION IS LOCATED
 AE9411'OUTSIDE, BUT CENTERED ON THE FENCED IN WALKWAY, 1.15 M (3.77 FT) W OF
 AE9411'THE NW CORNER FENCEPOST, 1.25 M (4.10 FT) N OF THE OTHER CORNER FENCE
 AE9411'POST, 1.15 M (3.77 FT) W OF THE CENTER OF A BASE FOR A DISMANTLED
 AE9411'PAY-FOR-VIEW PAIR OF BINOCULARS.
 AE9411'UNDERGROUND MARK IS LOCATED 28 INCHES BELOW SURFACE MARK.
 AE9411
 AE9411                          STATION RECOVERY (1996)
 AE9411
 AE9411'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 AE9411'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0665 ***********************************************************************
 PO0665  DESIGNATION -  HIXTON
 PO0665  PID         -  PO0665
 PO0665  STATE/COUNTY-  WI/JACKSON
 PO0665  USGS QUAD   -  HIXTON (1984)
 PO0665
 PO0665                         *CURRENT SURVEY CONTROL
 PO0665  ___________________________________________________________________
 PO0665* NAD 83(1991)-  44 23 30.87461(N)    091 00 55.60892(W)     ADJUSTED  
 PO0665* NAVD 88     -       352.9    (meters)    1158.     (feet)  VERTCON   
 PO0665  ___________________________________________________________________
 PO0665  LAPLACE CORR-          -8.80  (seconds)                    DEFLEC99
 PO0665  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 PO0665
 PO0665  HORZ ORDER  -  SECOND
 PO0665
 PO0665.The horizontal coordinates were established by classical geodetic methods
 PO0665.and adjusted by the National Geodetic Survey in March 1999..
 PO0665
 PO0665.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0665
 PO0665.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0665
 PO0665.The geoid height was determined by GEOID03.
 PO0665
 PO0665;                    North         East     Units Scale Factor Converg.
 PO0665;SPC WI C     -    62,573.768   519,096.925   MT  0.99997620   -0 42 59.3
 PO0665;SPC WI C     -   205,294.10  1,703,070.49   sFT  0.99997620   -0 42 59.3
 PO0665;UTM  15      - 4,917,318.215   658,059.427   MT  0.99990724   +1 23 19.0
 PO0665
 PO0665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0665!SPC WI C     -   0.99994972  x   0.99997620  =   0.99992592
 PO0665!UTM  15      -   0.99994972  x   0.99990724  =   0.99985697
 PO0665
 PO0665|---------------------------------------------------------------------|
 PO0665| PID    Reference Object                     Distance      Geod. Az  |
 PO0665|                                                           dddmmss.s |
 PO0665| CJ5093 HIXTON RM 1                          14.125 METERS 01523     |
 PO0665| CJ5094 HIXTON RM 2                           5.626 METERS 25255     |
 PO0665|---------------------------------------------------------------------|
 PO0665
 PO0665                          SUPERSEDED SURVEY CONTROL
 PO0665
 PO0665  NAD 83(1991)-  44 23 30.87456(N)    091 00 55.60907(W) AD(       ) 2
 PO0665  NAD 83(1986)-  44 23 30.87060(N)    091 00 55.61912(W) AD(       ) 2
 PO0665  NAD 27      -  44 23 31.00383(N)    091 00 55.07213(W) AD(       ) 2
 PO0665  NGVD 29 (07/19/86)  352.9    (m)         1158.     (f) VERT ANG       
 PO0665
 PO0665.Superseded values are not recommended for survey control.
 PO0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0665.See file dsdata.txt to determine how the superseded data were derived.
 PO0665
 PO0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK5805917318(NAD 83)
 PO0665_MARKER: DD = SURVEY DISK
 PO0665_SETTING: 0 = UNSPECIFIED SETTING
 PO0665
 PO0665  HISTORY     - Date     Condition        Report By
 PO0665  HISTORY     - 1967     MONUMENTED       USGS
 PO0665
 PO0665                          STATION DESCRIPTION
 PO0665
 PO0665'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (DLH)
 PO0665'THE STATION IS LOCATED ABOUT 0.3 MI N. OF HIXTON ON A PROMINENT
 PO0665'HILLTOP WHICH IS PART PASTURELAND AND WOODLAND, ABOUT 500 FT
 PO0665'NE. OF WISC. HWY. 27, IN THE NE. QUARTER OF SEC. 17, T. 22 N.,
 PO0665'R. 5 W., ON LAND OWNED BY CHAS. CHRISINGER.
 PO0665'
 PO0665'TO REACH THE STATION FROM THE HIXTON POST OFFICE, GO 2 BLOCKS
 PO0665'E. AND 1 BLOCK N. TO THE HIXTON SCHOOL, WALK NW. FROM THE SCHOOL
 PO0665'ABOUT 400 YARDS TO THE TOP OF THE HILL AND THE STATION.
 PO0665'
 PO0665'THE STATION AND REFERENCE MARKS ARE STANDARD TABLETS CRIMPED
 PO0665'ON COPPER WELD RODS DRIVEN ABOUT 6 FT TO REFUSAL IN BEDROCK,
 PO0665'MARKS ARE LEVEL WITH GROUND, SET IN 6 IN. DIAMETER TILE FILLED
 PO0665'WITH GRAVEL AND STAMPED HIXTON 1967.
 PO0665'
 PO0665'THE STATION MARK IS NEAR THE CREST, IN PASTURELAND, 22 FT E. OF
 PO0665'A N.-S. FENCE, 10 FT W. OF A 24 IN. DIAMETER OAK TREE, AND 3.3
 PO0665'FT S. OF A METAL WITNESS POST.
 PO0665'
 PO0665'REFERENCE MARK NO. 1 IS 14.125 M. (46.35 FT) NNE. OF THE STATION,
 PO0665'30 FT E. OF A N.-S. FENCE AND 5 FT SE. OF AN 18 IN. DIAMETER OAK
 PO0665'TREE.
 PO0665'
 PO0665'REFERENCE MARK NO. 2 IS 5.626 M. (18.46 FT) WSW. OF THE STATION
 PO0665'AND 5 FT E. OF A N.-S. FENCE.
 PO0665'
 PO0665'NO AZIMUTH MARK WAS SET.  ANGLES WERE TURNED TO THE ALMA CENTER
 PO0665'WATER TANK ABOUT 6.0 MI NE., POINTINGS WERE TO THE TOWER FINIAL.
 PO0665'
 PO0665'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0828 ***********************************************************************
 OM0828  DESIGNATION -  HOCHHEIM
 OM0828  PID         -  OM0828
 OM0828  STATE/COUNTY-  WI/DODGE
 OM0828  USGS QUAD   -  NENNO (1976)
 OM0828
 OM0828                         *CURRENT SURVEY CONTROL
 OM0828  ___________________________________________________________________
 OM0828* NAD 83(1991)-  43 27 22.63111(N)    088 28 08.07461(W)     ADJUSTED  
 OM0828* NAVD 88     -       355.     (meters)    1165.     (feet)  SCALED    
 OM0828  ___________________________________________________________________
 OM0828  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 OM0828  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 OM0828
 OM0828  HORZ ORDER  -  SECOND
 OM0828
 OM0828.The horizontal coordinates were established by classical geodetic methods
 OM0828.and adjusted by the National Geodetic Survey in November 1991..
 OM0828
 OM0828.The orthometric height was scaled from a topographic map.
 OM0828
 OM0828.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0828
 OM0828.The geoid height was determined by GEOID03.
 OM0828
 OM0828;                    North         East     Units Scale Factor Converg.
 OM0828;SPC WI S     -   162,917.140   723,903.541   MT  0.99993301   +1 03 07.3
 OM0828;SPC WI S     -   534,503.98  2,375,006.87   sFT  0.99993301   +1 03 07.3
 OM0828;UTM  16      - 4,812,534.543   381,160.626   MT  0.99977372   -1 00 37.6
 OM0828
 OM0828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0828!SPC WI S     -   0.99994981  x   0.99993301  =   0.99988283
 OM0828!UTM  16      -   0.99994981  x   0.99977372  =   0.99972354
 OM0828
 OM0828|---------------------------------------------------------------------|
 OM0828| PID    Reference Object                     Distance      Geod. Az  |
 OM0828|                                                           dddmmss.s |
 OM0828| CI9767 HOCHHEIM RM 1                        24.175 METERS 01651     |
 OM0828| OM0687 ST KILIAN CATHOLIC CH SPIRE         APPROX.13.3 KM 0411154.6 |
 OM0828| CI9766 HOCHHEIM AZ MK                                     0871311.2 |
 OM0828| OM0814 ALLENTON                            APPROX.12.8 KM 0970823.3 |
 OM0828| OM0829 NENNO S PETER AND PAUL CATH CH      APPROX. 6.3 KM 1001917.8 |
 OM0828| CI9769 HOCHHEIM RM 3                        10.000 METERS 11303     |
 OM0828| CI9768 HOCHHEIM RM 2                        26.737 METERS 27543     |
 OM0828| OM0832 MAYVILLE MUNICIPAL TOWER            APPROX. 7.1 KM 3070337.9 |
 OM0828| OM0931 MAYVILLE SIMMONS STOCK GRO STK      APPROX. 7.9 KM 3112832.7 |
 OM0828| OM0827 HOCHHEIM IMM EV LUTH CH SPIRE        56.453 METERS 34459     |
 OM0828|---------------------------------------------------------------------|
 OM0828
 OM0828                          SUPERSEDED SURVEY CONTROL
 OM0828
 OM0828  NAD 83(1986)-  43 27 22.62255(N)    088 28 08.08050(W) AD(       ) 2
 OM0828  NAD 27      -  43 27 22.63900(N)    088 28 07.72400(W) AD(       ) 2
 OM0828
 OM0828.Superseded values are not recommended for survey control.
 OM0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0828.See file dsdata.txt to determine how the superseded data were derived.
 OM0828
 OM0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8116112535(NAD 83)
 OM0828_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0828
 OM0828  HISTORY     - Date     Condition        Report By
 OM0828  HISTORY     - 1953     MONUMENTED       CGS
 OM0828  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OM0828  HISTORY     - 1973     SEE DESCRIPTION  USGS
 OM0828  HISTORY     - 1974     SEE DESCRIPTION  WIDT
 OM0828  HISTORY     - 1974     SEE DESCRIPTION  NGS
 OM0828  HISTORY     - 20030806 MARK NOT FOUND   USPSQD
 OM0828
 OM0828                          STATION DESCRIPTION
 OM0828
 OM0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0828'STATION IS LOCATED ON THE GROUNDS OF THE HOCHHEIM, IMMANUEL
 OM0828'EV. LUTHERAN CHURCH ABOUT 7 MILES NORTHWEST OF ALLENTOWN
 OM0828'AND ABOUT 5 MILES SOUTHEAST OF MAYVILLE.  IT IS 127 FEET
 OM0828'SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH, 22 FEET
 OM0828'NORTHWEST OF AN 8 INCH HICKORY TREE IN A FENCE CORNER AND
 OM0828'1 FEET NORTH OF A WHITE WITNESS POST AND FENCE.  THE MARK
 OM0828'IS FLUSH AND THE DISK IS STAMPED HOCHHEIM 1953.
 OM0828'
 OM0828'REFERENCE MARK NO. 1 IS 67 FEET SOUTHEAST OF THE SOUTHEAST
 OM0828'CORNER OF THE CHURCH, 5 FEET WEST OF A FENCE AND 1 FOOT WEST
 OM0828'OF A STONE WALL.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 OM0828'HOCHHEIM NO 1 1953.
 OM0828'
 OM0828'REFERENCE MARK NO. 2 IS IN THE SOUTHEAST CORNER OF A CEMETERY,
 OM0828'19 FEET NORTH OF A FENCE AND 7 FEET SOUTHEAST OF A 10 INCH
 OM0828'BASSWOOD TREE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 OM0828'HOCHHEIM NO 2 1953.
 OM0828'
 OM0828'AZIMUTH MARK IS 20 FEET WEST OF THE CENTER OF A GRAVEL ROAD,
 OM0828'4 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF A
 OM0828'FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 OM0828'STAMPED HOCHHEIM 1953.
 OM0828'
 OM0828'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 33
 OM0828'AND COUNTY HIGHWAY P ABOUT 6 MILES WEST OF ALLENTON, GO NORTH
 OM0828'ON HIGHWAY P FOR 1.7 MILES TO A GRAVEL CROSSROAD.  TURN LEFT
 OM0828'AND GO WEST ON GRAVEL ROAD FOR 0.5 MILE TO A GRAVEL CROSSROAD.*
 OM0828'CONTINUE WEST ON THE GRAVEL ROAD FOR 0.4 MILE TO THE CHURCH
 OM0828'ON THE LEFT AND THE STATION AT THE SOUTHEAST CORNER OF THE
 OM0828'CHURCH AS DESCRIBED.
 OM0828'
 OM0828'TO REACH THE AZIMUTH MARK FROM THE GRAVEL CROSSROAD, GO
 OM0828'SOUTH FOR 0.05 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 OM0828'
 OM0828'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 OM0828
 OM0828                          STATION RECOVERY (1971)
 OM0828
 OM0828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DLV)
 OM0828'THE STATION MARK, R.M. NO. 1 AND 2 WERE RECOVERED AS DESCRIBED,
 OM0828'WITH ONE EXCEPTION.  THE CHURCH IS NO LONGER STANDING.
 OM0828'OTHERWISE THE ORIGINAL DESCRIPTION HOLDS AND ALL MARKS ARE
 OM0828'EASILY RECOVERED.
 OM0828'
 OM0828'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 OM0828'SE OF MAYVILLE
 OM0828
 OM0828                          STATION RECOVERY (1973)
 OM0828
 OM0828'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JDS)
 OM0828'THE STATION AND R.M. NO. 2 FOUND IN GOOD CONDITION AS DESCRIBED.
 OM0828'R.M. NO. 1 AND AZIMUTH MARK SEARCHED FOR BUT NOT FOUND.  ORIGINAL
 OM0828'DESCRIPTION ADEQUATE WITH THE EXCEPTION THAT THE CHURCH
 OM0828'PREVIOUSLY LOCATED ON THE GROUNDS HAS BEEN DESTROYED BY
 OM0828'FIRE AND NO LONGER EXISTS.
 OM0828
 OM0828                          STATION RECOVERY (1974)
 OM0828
 OM0828'RECOVERY NOTE BY WI DEPT OF TRANSP 1974 (RH)
 OM0828'HOCHHEIM 1953-GOOD, FLUSH WITH GROUND
 OM0828'
 OM0828'HOCHHEIM NO 2 1953-GOOD, MARK IS FLUSH
 OM0828'
 OM0828'COULD NOT RECOVER REF. MARK NO. 1.  AFTER TURNING BEARING
 OM0828'AND DIGGING FOR IT.  DESCRIPTION ADEQUATE.
 OM0828
 OM0828                          STATION RECOVERY (1974)
 OM0828
 OM0828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 OM0828'STATION MARK AND REFERENCE MARK 2 RECOVERED IN GOOD CONDITION.
 OM0828'THE AZIMUTH MARK AND REFERENCE MARK 1 WERE NOT RECOVERED
 OM0828'AND ASSUMED TO HAVE BEEN DESTROYED BY GRADING EQUIPMENT.
 OM0828'A NEW AND COMPLETE DESCRIPTION OF THE STATION FOLLOWS.
 OM0828'
 OM0828'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 33
 OM0828'AND COUNTY HIGHWAY P ABOUT 6 MILES WEST OF ALLENTON, GO
 OM0828'NORTH ON HIGHWAY P FOR 1.7 MILES TO A CROSSROAD.  TURN LEFT
 OM0828'AND GO WEST ON HOCHHEIM RD FOR 1.0 MILE TO A CEMETERY ON
 OM0828'THE LEFT AT THE CREST OF A SMALL HILL AND THE STATION ON
 OM0828'LEFT AS DESCRIBED.
 OM0828'
 OM0828'THE STATION IS 248 FEET SOUTH OF THE CENTERLINE OF HOCHHEIM
 OM0828'RD, 95 FEET EAST OF A 24 INCH OAK TREE, 26 FEET SOUTHEAST
 OM0828'OF THE CENTERLINE OF A DRIVEWAY THAT CIRCLES THE CEMETERY
 OM0828'AND 10 FEET NORTHEAST OF A SMALL PINE TREE.  THE MARK IS
 OM0828'FLUSH AND THE DISK STAMPED HOCHHEIM 1953 (1A 7A).
 OM0828'
 OM0828'REFERENCE MARK NO. 2 IS 29 FEET NORTHEAST OF A 24 INCH OAK
 OM0828'TREE, 8 FEET SOUTHEAST OF THE 24 INCH OAK TREE AND 6 FEET
 OM0828'NORTH OF THE CENTERLINE OF THE DRIVEWAY.  THE MARK IS FLUSH
 OM0828'AND THE DISK STAMPED HOCHHEIM NO 2 1953.
 OM0828'
 OM0828'REFERENCE MARK NO. 3 IS 128 FEET EAST OF A 24 INCH OAK TREE,
 OM0828'58 FEET SOUTHEAST OF THE CENTERLINE OF THE DRIVEWAY, 11 FEET
 OM0828'SOUTHEAST OF A SMALL PINE TREE AND IN THE EXTREME SOUTHEAST
 OM0828'CORNER OF THE CEMETERY.  THE MARK IS FLUSH AND THE DISK
 OM0828'STAMPED HOCHHEIM NO 3 1974.
 OM0828'
 OM0828'NOTE--NO AZIMUTH MARK WAS SET AT THIS TIME DUE TO THE SMALL
 OM0828'TREES SET AT THE EAST EDGE OF THE CEMETERY.
 OM0828'
 OM0828'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 OM0828'SOUTHEAST OF MAYVILLE
 OM0828
 OM0828                          STATION RECOVERY (2003)
 OM0828
 OM0828'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0828'THE STATION, RM 2 AND 3, AZIMUTH MARK WERE NOT FOUND.  THE 1974
 OM0828'DESCRIPTION IS NO LONGER ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0827 ***********************************************************************
 OM0827  DESIGNATION -  HOCHHEIM IMM EV LUTH CH SPIRE
 OM0827  PID         -  OM0827
 OM0827  STATE/COUNTY-  WI/DODGE
 OM0827  USGS QUAD   -  NENNO (1976)
 OM0827
 OM0827                         *CURRENT SURVEY CONTROL
 OM0827  ___________________________________________________________________
 OM0827* NAD 83(1991)-  43 27 24.39794(N)    088 28 08.72489(W)     ADJUSTED  
 OM0827* NAVD 88     -                                                        
 OM0827  ___________________________________________________________________
 OM0827  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 OM0827  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 OM0827
 OM0827  HORZ ORDER  -  THIRD
 OM0827
 OM0827.The horizontal coordinates were established by classical geodetic methods
 OM0827.and adjusted by the National Geodetic Survey in November 1991..
 OM0827
 OM0827
 OM0827.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0827
 OM0827.The geoid height was determined by GEOID03.
 OM0827
 OM0827;                    North         East     Units Scale Factor Converg.
 OM0827;SPC WI S     -   162,971.386   723,887.924   MT  0.99993302   +1 03 06.8
 OM0827;SPC WI S     -   534,681.96  2,374,955.63   sFT  0.99993302   +1 03 06.8
 OM0827;UTM  16      - 4,812,589.307   381,146.973   MT  0.99977376   -1 00 38.0
 OM0827
 OM0827                          SUPERSEDED SURVEY CONTROL
 OM0827
 OM0827  NAD 83(1986)-  43 27 24.38958(N)    088 28 08.73080(W) AD(       ) 4
 OM0827  NAD 27      -  43 27 24.40600(N)    088 28 08.37400(W) AD(       ) 3
 OM0827
 OM0827.Superseded values are not recommended for survey control.
 OM0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0827.See file dsdata.txt to determine how the superseded data were derived.
 OM0827
 OM0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8114712589(NAD 83)
 OM0827
 OM0827  HISTORY     - Date     Condition        Report By
 OM0827  HISTORY     - 1953     MONUMENTED       CGS
 OM0827  HISTORY     - 19950819 MARK NOT FOUND   USPSQD
 OM0827  HISTORY     - 20030806 MARK NOT FOUND   USPSQD
 OM0827
 OM0827                          STATION DESCRIPTION
 OM0827
 OM0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0827'STATION IS THE CENTER OF THE TOP OF THE SPIRE OF THE IMMANUEL
 OM0827'EV. LUTHERAN CHURCH, LOCATED ABOUT 7 MILES NORTHWEST OF ALLENTON
 OM0827'AND ABOUT 5 MILES SOUTHEAST OF MAYVILLE.  THE SPIRE IS A
 OM0827'WOODEN STRUCTURE COVERED WITH RED SHINGLES RISING ABOUT 30
 OM0827'FEET ABOVE THE NORTH END OF THE CHURCH BUILDING.
 OM0827'
 OM0827'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 33 AND
 OM0827'COUNTY HIGHWAY P ABOUT 6 MILES WEST OF ALLENTON, GO NORTH ON
 OM0827'HIGHWAY P FOR 1.7 MILES TO A GRAVEL CROSSROAD.  TURN LEFT AND
 OM0827'GO WEST ON GRAVEL ROAD FOR 0.9 MILE TO THE CHURCH ON THE LEFT
 OM0827
 OM0827                          STATION RECOVERY (1995)
 OM0827
 OM0827'RECOVERY NOTE BY US POWER SQUADRON 1995
 OM0827'MARK NOT FOUND.
 OM0827
 OM0827                          STATION RECOVERY (2003)
 OM0827
 OM0827'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0827'NOT FOUND.  THE CHURCH WAS DESTROYED BY FIRE IN ABOUT 1970.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0672 ***********************************************************************
 QM0672  DESIGNATION -  HODAG LOOKOUT TOWER 1952
 QM0672  PID         -  QM0672
 QM0672  STATE/COUNTY-  WI/ONEIDA
 QM0672  USGS QUAD   -  MOEN LAKE (1982)
 QM0672
 QM0672                         *CURRENT SURVEY CONTROL
 QM0672  ___________________________________________________________________
 QM0672* NAD 83(1991)-  45 37 31.73640(N)    089 21 16.67280(W)     ADJUSTED  
 QM0672* NAVD 88     -       514.     (meters)    1686.     (feet)  SCALED    
 QM0672  ___________________________________________________________________
 QM0672  LAPLACE CORR-          -7.20  (seconds)                    DEFLEC99
 QM0672  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 QM0672
 QM0672  HORZ ORDER  -  THIRD
 QM0672
 QM0672.The horizontal coordinates were established by classical geodetic methods
 QM0672.and adjusted by the National Geodetic Survey in November 1991..
 QM0672
 QM0672.The orthometric height was scaled from a topographic map.
 QM0672
 QM0672.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0672
 QM0672.The geoid height was determined by GEOID03.
 QM0672
 QM0672;                    North         East     Units Scale Factor Converg.
 QM0672;SPC WI N     -    51,198.954   650,327.535   MT  0.99998984   +0 27 56.0
 QM0672;SPC WI N     -   167,975.23  2,133,616.25   sFT  0.99998984   +0 27 56.0
 QM0672;SPC WI C     -   199,352.139   650,329.395   MT  1.00002632   +0 27 19.3
 QM0672;SPC WI C     -   654,041.14  2,133,622.36   sFT  1.00002632   +0 27 19.3
 QM0672;UTM  16      - 5,055,134.003   316,450.317   MT  1.00001422   -1 41 00.7
 QM0672
 QM0672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0672!SPC WI N     -   0.99992446  x   0.99998984  =   0.99991430
 QM0672!SPC WI C     -   0.99992446  x   1.00002632  =   0.99995078
 QM0672!UTM  16      -   0.99992446  x   1.00001422  =   0.99993868
 QM0672
 QM0672                          SUPERSEDED SURVEY CONTROL
 QM0672
 QM0672  NAD 83(1986)-  45 37 31.73392(N)    089 21 16.67065(W) AD(       ) 4
 QM0672  NAD 27      -  45 37 31.89500(N)    089 21 16.21100(W) AD(       ) 3
 QM0672
 QM0672.Superseded values are not recommended for survey control.
 QM0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0672.See file dsdata.txt to determine how the superseded data were derived.
 QM0672
 QM0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR1645055134(NAD 83)
 QM0672_MARKER: DS = TRIANGULATION STATION DISK
 QM0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0672_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QM0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0672+STABILITY: SURFACE MOTION
 QM0672_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0672+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2005
 QM0672
 QM0672  HISTORY     - Date     Condition        Report By
 QM0672  HISTORY     - 1952     MONUMENTED       CGS
 QM0672  HISTORY     - 1980     GOOD             NGS
 QM0672  HISTORY     - 20051003 GOOD             WIDT
 QM0672
 QM0672                          STATION DESCRIPTION
 QM0672
 QM0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QM0672'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHEAST OF RHINELANDER,
 QM0672'1/4 MILE NORTH OF U.S. HIGHWAY 8 AND IN THE NORTHWEST QUARTER
 QM0672'OF SEC. 10, T. 36 N., R. 9 E.
 QM0672'
 QM0672'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 8
 QM0672'AND STATE HIGHWAY 17 IN RHINELANDER, GO EAST ON U.S. HIGHWAY
 QM0672'8 FOR 2.2 MILES TO THE JUNCTION WITH COUNTY ROAD C, CONTINUE
 QM0672'EAST ON U.S. HIGHWAY 8 FOR 0.8 MILE TO A SIDE ROAD LEFT, TURN
 QM0672'LEFT, PASSING ON THE LEFT SIDE OF A STONE HOUSE, AND GO NORTH
 QM0672'ON THE CINDER ROAD FOR 0.15 MILE TO A GATE, PASS THROUGH THE
 QM0672'GATE AND CONTINUE NORTHERLY FOR 0.25 MILE TO THE TOP OF THE
 QM0672'HILL AND THE STATION AS DESCRIBED.
 QM0672'
 QM0672'THE STATION MARK IS LOCATED IN THE CENTER OF THE BASE OF THE
 QM0672'HODAG WISCONSIN CONSERVATION LOOKOUT TOWER.  IT IS A STANDARD
 QM0672'TRIANGULATION STATION DISK SET IN A SQUARE CONCRETE MONUMENT
 QM0672'THAT PROJECTS 3 INCHES.  THE DISK IS STAMPED HODAG L.O.T.
 QM0672'1952.
 QM0672'
 QM0672'NO REFERENCE MARKS WERE SET AT THIS STATION AND THE STATION
 QM0672'WAS NOT OCCUPIED.  POINT OBSERVED UPON, A LIGHT SET VERTICALLY
 QM0672'ABOVE THE MARK.
 QM0672
 QM0672                          STATION RECOVERY (1980)
 QM0672
 QM0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (JWB)
 QM0672'THE MARK WAS RECOVERED AS DESCRIBED.
 QM0672'
 QM0672'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 QM0672'SOUTHEAST OF RHINELANDER.
 QM0672
 QM0672                          STATION RECOVERY (2005)
 QM0672
 QM0672'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0672'RECOVERED IN GOOD CONDITION.  ADD THE STATION IS 1.0 M SOUTH OF AN
 QM0672'ORANGE FIBERGLASS WITNESS POST, 0.6 M NORTHWEST OF A STEEL LIGHTING
 QM0672'GROUND ROD.  NOTE THE PREVIOUSLY DESCRIBED CINDER ROAD IS NOW A
 QM0672'BLACKTOP PAVED ROAD NAMED FIRE TOWER ROAD.
 QM0672'THERE IS STILL A LOCKED CHAIN GATE ACROSS THE ROAD, CONTACT THE
 QM0672'DEPARTMENT OF NATURAL RESOURCES RANGER STATION LOCATED IN RHINELANDER
 QM0672'AT  (715) 365-8900--FOR ACCESS TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0649 ***********************************************************************
 OM0649  DESIGNATION -  HOLD
 OM0649  PID         -  OM0649
 OM0649  STATE/COUNTY-  WI/DANE
 OM0649  USGS QUAD   -  MIDDLETON (1983)
 OM0649
 OM0649                         *CURRENT SURVEY CONTROL
 OM0649  ___________________________________________________________________
 OM0649* NAD 83(1997)-  43 02 22.23470(N)    089 34 55.66629(W)     ADJUSTED  
 OM0649* NAVD 88     -       365.0    (meters)    1198.     (feet)  VERTCON   
 OM0649  ___________________________________________________________________
 OM0649  X           -      34,053.185 (meters)                     COMP
 OM0649  Y           -  -4,669,076.413 (meters)                     COMP
 OM0649  Z           -   4,330,936.660 (meters)                     COMP
 OM0649  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 OM0649  ELLIP HEIGHT-         330.90  (meters)          (06/17/02) GPS OBS
 OM0649  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 OM0649
 OM0649  HORZ ORDER  -  SECOND
 OM0649  ELLP ORDER  -  FOURTH    CLASS I
 OM0649
 OM0649.The horizontal coordinates were established by GPS observations
 OM0649.and adjusted by the National Geodetic Survey in June 2002..
 OM0649
 OM0649.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0649
 OM0649.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0649
 OM0649.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0649
 OM0649.The ellipsoidal height was determined by GPS observations
 OM0649.and is referenced to NAD 83.
 OM0649
 OM0649.The geoid height was determined by GEOID03.
 OM0649
 OM0649;                    North         East     Units Scale Factor Converg.
 OM0649;SPC WI S     -   115,564.887   634,049.958   MT  0.99995236   +0 17 13.6
 OM0649;SPC WI S     -   379,149.13  2,080,212.24   sFT  0.99995236   +0 17 13.6
 OM0649;UTM  16      - 4,768,438.186   289,664.796   MT  1.00014428   -1 45 46.6
 OM0649
 OM0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0649!SPC WI S     -   0.99994811  x   0.99995236  =   0.99990047
 OM0649!UTM  16      -   0.99994811  x   1.00014428  =   1.00009238
 OM0649
 OM0649                          SUPERSEDED SURVEY CONTROL
 OM0649
 OM0649  NAD 83(1991)-  43 02 22.23423(N)    089 34 55.66496(W) AD(       ) 2
 OM0649  ELLIP H (11/21/91)  331.01   (m)                       GP(       ) 4 1
 OM0649  NAD 83(1986)-  43 02 22.22574(N)    089 34 55.66720(W) AD(       ) 2
 OM0649  NAD 27      -  43 02 22.24017(N)    089 34 55.22898(W) AD(       ) 2
 OM0649  NGVD 29 (07/12/88)  365.1    (m)         1198.     (f) GPS OBS        
 OM0649
 OM0649.Superseded values are not recommended for survey control.
 OM0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0649.See file dsdata.txt to determine how the superseded data were derived.
 OM0649
 OM0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8966568438(NAD 83)
 OM0649_MARKER: DD = SURVEY DISK
 OM0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0649_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 OM0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0649+STABILITY: SURFACE MOTION
 OM0649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0649+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OM0649
 OM0649  HISTORY     - Date     Condition        Report By
 OM0649  HISTORY     - 1987     MONUMENTED       WI-025
 OM0649
 OM0649                          STATION DESCRIPTION
 OM0649
 OM0649'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 OM0649'THE STATION IS LOCATED ABOUT 12.0 KM (7.5 MI) NORTHEAST OF MT HOREB,
 OM0649'8.8 KM (5.5 MI) SOUTHEAST OF CROSS PLAINS, 6.4 KM (4.0 MI)
 OM0649'NORTHEAST OF VERONA, AND 5.6 KM (3.5 MI) SOUTHWEST OF MIDDLETON
 OM0649'ON ROAD RIGHT-OF-WAY.  OWNERSHIP--TOWN OF MIDDLETON, EDWIN
 OM0649'H TAILLARD, CHAIRMAN, 7296 OLD SAUK ROAD, MIDDLETON WI 53562,
 OM0649'PHONE 608-831-6262.
 OM0649'
 OM0649'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAYS M AND S
 OM0649'IN MIDDLETON, GO SOUTH ON COUNTY HIGHWAY M FOR 1.8 KM (1.1 MI) TO
 OM0649'VALLEY VIEW ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST FOR 4.0 KM
 OM0649'(2.5 MI) ON VALLEY VIEW ROAD TO A SHARP TURN TO THE LEFT.  VALLEY
 OM0649'VIEW ROAD BECOMES MOUND VIEW ROAD.  GO SOUTH ON MOUND VIEW ROAD FOR
 OM0649'0.6 KM (0.4 MI)TO THE STATION ON THE RIGHT.
 OM0649'
 OM0649'THE STATION IS A STANDARD WI-025 DISK STAMPED---HOLD 1983---, SET IN
 OM0649'THE TOP OF A ROUND CONCRETE MONUMENT 22 CM IN DIAMETER AND FLUSH
 OM0649'WITH THE GROUND SURFACE.  LOCATED 31.4 METERS (103.0 FT) SOUTH OF A
 OM0649'PRESSURE TREATED FENCE CORNER POST, 11.1 METERS (36.5 FT) WEST OF
 OM0649'ROAD CENTER, 7.9 METERS (26.0 FT) WEST OF PAVEMENT EDGE, 0.3 METERS
 OM0649'(1.0 FT) EAST OF A BARBED WIRE FENCE AND ON TOP OF A 2.4 METER (8.0
 OM0649'FT) EMBANKMENT.
 OM0649'
 OM0649'DANE COUNTY, WISCONSIN 1987.
 OM0649'
 OM0649'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM0649'
 OM0649'DESCRIBED BY D.D. DUNN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP2410 ***********************************************************************
 PP2410  DESIGNATION -  HOLDEN 2
 PP2410  PID         -  PP2410
 PP2410  STATE/COUNTY-  WI/ST CROIX
 PP2410  USGS QUAD   -  ROBERTS (1974)
 PP2410
 PP2410                         *CURRENT SURVEY CONTROL
 PP2410  ___________________________________________________________________
 PP2410* NAD 83(1991)-  44 59 33.01596(N)    092 36 17.86499(W)     ADJUSTED  
 PP2410* NAVD 88     -       330.5    (meters)    1084.     (feet)  VERTCON   
 PP2410  ___________________________________________________________________
 PP2410  LAPLACE CORR-         -13.55  (seconds)                    DEFLEC99
 PP2410  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 PP2410
 PP2410  HORZ ORDER  -  SECOND
 PP2410
 PP2410.The horizontal coordinates were established by classical geodetic methods
 PP2410.and adjusted by the National Geodetic Survey in March 1999..
 PP2410
 PP2410.The NAVD 88 height was computed by applying the VERTCON shift value to
 PP2410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PP2410
 PP2410.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP2410
 PP2410.The geoid height was determined by GEOID03.
 PP2410
 PP2410;                    North         East     Units Scale Factor Converg.
 PP2410;SPC WI C     -   132,100.544   394,627.160   MT  0.99994276   -1 50 16.8
 PP2410;SPC WI C     -   433,399.87  1,294,705.94   sFT  0.99994276   -1 50 16.8
 PP2410;UTM  15      - 4,982,193.635   531,139.058   MT  0.99961192   +0 16 45.5
 PP2410
 PP2410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP2410!SPC WI C     -   0.99995282  x   0.99994276  =   0.99989558
 PP2410!UTM  15      -   0.99995282  x   0.99961192  =   0.99956476
 PP2410
 PP2410|---------------------------------------------------------------------|
 PP2410| PID    Reference Object                     Distance      Geod. Az  |
 PP2410|                                                           dddmmss.s |
 PP2410| PP2406 HOLDEN                              216.754 METERS 03223     |
 PP2410| CJ3591 HOLDEN 2 RM 3                        21.037 METERS 08858     |
 PP2410| PP2408 HOLDEN 2 RM 5 AZIMUTH               APPROX. 0.6 KM 2695621.4 |
 PP2410| CJ3590 HOLDEN 2 AZ MK                                     2715103.6 |
 PP2410| CJ3592 HOLDEN 2 RM 4                         4.357 METERS 28148     |
 PP2410|---------------------------------------------------------------------|
 PP2410
 PP2410                          SUPERSEDED SURVEY CONTROL
 PP2410
 PP2410  NAD 83(1991)-  44 59 33.01209(N)    092 36 17.86102(W) AD(       ) 2
 PP2410  NAD 83(1986)-  44 59 33.00698(N)    092 36 17.86236(W) AD(       ) 2
 PP2410  NAD 27      -  44 59 33.12424(N)    092 36 17.14720(W) AD(       ) 2
 PP2410  NGVD 29 (07/19/86)  330.4    (m)         1084.     (f) VERT ANG       
 PP2410
 PP2410.Superseded values are not recommended for survey control.
 PP2410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2410.See file dsdata.txt to determine how the superseded data were derived.
 PP2410
 PP2410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3113982194(NAD 83)
 PP2410_MARKER: DS = TRIANGULATION STATION DISK
 PP2410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP2410_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PP2410
 PP2410  HISTORY     - Date     Condition        Report By
 PP2410  HISTORY     - 1973     MONUMENTED       NGS
 PP2410  HISTORY     - 1978     GOOD             NGS
 PP2410
 PP2410                          STATION DESCRIPTION
 PP2410
 PP2410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 PP2410'THE STATION IS LOCATED ABOUT 8 MILES WEST OF HAMMOND, ABOUT 7 MILES
 PP2410'EAST OF HUDSON, ON ROAD RIGHT-OF-WAY, 12 FEET EAST OF A POWER POLE,
 PP2410'46 FEET WEST OF THE CENTERLINE OF A DRIVEWAY, 34 FEET SOUTH OF THE
 PP2410'CENTERLINE OF U.S. HIGHWAY 12, 35 FEET NORTHWEST OF A 24 INCH ELM
 PP2410'TREE AND 1 FOOT WEST OF A METAL WITNESS POST.  THE MONUMENT
 PP2410'PROJECTS 2 INCHES AND THE DISK IS STAMPED HOLDEN 2 1973.
 PP2410'
 PP2410'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND
 PP2410'U.S. HIGHWAY 12 (ABOUT 2 MILES EAST OF HUDSON), GO NORTH AND EAST
 PP2410'ON U.S. HIGHWAY 12 FOR 5.1 MILES TO REFERENCE MARK 5 ON THE
 PP2410'RIGHT.  CONTINUE EAST ON THE HIGHWAY FOR 0.35 MILE TO THE STATION
 PP2410'ON THE RIGHT.
 PP2410'
 PP2410'REFERENCE MARK 3 IS 23 FEET EAST OF THE CENTERLINE OF THE
 PP2410'DRIVEWAY, 1 FOOT WEST OF A METAL WITNESS POST AND 32 FEET SOUTH OF
 PP2410'THE CENTERLINE OF THE DRIVEWAY.  THE MONUMENT PROJECTS 3 INCHES AND
 PP2410'THE DISK IS STAMPED HOLDEN 2 NO 3 1973.
 PP2410'
 PP2410'REFERENCE MARK 4 IS 60 FEET WEST OF THE CENTERLINE OF THE
 PP2410'DRIVEWAY, 2 FEET NORTHWEST OF THE POWER POLE, 1 FOOT EAST OF A
 PP2410'METAL WITNESS POST AND 29 FEET SOUTH OF THE CENTERLINE OF THE
 PP2410'HIGHWAY.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 PP2410'HOLDEN 2 NO 4 1973.
 PP2410'
 PP2410'REFERENCE MARK 5 IS 35 FEET SOUTH OF THE CENTERLINE OF THE
 PP2410'HIGHWAY, 1 FOOT WEST OF A METAL WITNESS POST AND 40 FEET EAST OF
 PP2410'A POWER POLE.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS
 PP2410'STAMPED HOLDEN 2 NO 5 1973.
 PP2410
 PP2410                          STATION RECOVERY (1978)
 PP2410
 PP2410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 PP2410'STATION MARK, REFERENCE MARKS 3, 4 AND 5 WERE RECOVERED IN GOOD
 PP2410'CONDITION.  REFERENCE MARK 5 (1973 AZIMUTH MARK) WAS IN WAY OF
 PP2410'ROAD CONSTRUCTION AND WAS DESTROYED AFTER ESTABLISHING A NEW
 PP2410'AZIMUTH MARK.  THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS
 PP2410'CHECKED.  THE 1973 DESCRIPTION IS ADEQUATE, THE TO REACH SHOULD
 PP2410'NOW READ 5.1 MILES TO THE AZIMUTH MARK ON THE LEFT AND NOT THE
 PP2410'RIGHT.  REFERENCE MARK 3 IS 32 FEET SOUTH OF CENTERLINE OF THE
 PP2410'HIGHWAY NOT THE DRIVEWAY.
 PP2410'
 PP2410'THE AZIMUTH MARK IS 36 FEET NORTH OF THE CENTERLINE OF THE
 PP2410'HIGHWAY, 5 FEET SOUTHWEST OF A POWER POLE, GUY POLE AND 1 FOOT
 PP2410'EAST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 1 INCH AND
 PP2410'THE DISK STAMPED HOLDEN 2 1973 1978.
 PP2410'
 PP2410'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 PP2410'
 PP2410'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PP2410'7 MILES EAST OF HUDSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1314 ***********************************************************************
 PN1314  DESIGNATION -  HOLI
 PN1314  PID         -  PN1314
 PN1314  STATE/COUNTY-  WI/PORTAGE
 PN1314  USGS QUAD   -  STEVENS POINT (1991)
 PN1314
 PN1314                         *CURRENT SURVEY CONTROL
 PN1314  ___________________________________________________________________
 PN1314* NAD 83(1991)-  44 32 52.92454(N)    089 34 34.70354(W)     ADJUSTED  
 PN1314* NAVD 88     -       351.8    (meters)    1154.     (feet)  VERTCON   
 PN1314  ___________________________________________________________________
 PN1314  LAPLACE CORR-          -4.59  (seconds)                    DEFLEC99
 PN1314  GEOID HEIGHT-         -35.75  (meters)                     GEOID03
 PN1314
 PN1314  HORZ ORDER  -  SECOND
 PN1314
 PN1314.The horizontal coordinates were established by classical geodetic methods
 PN1314.and adjusted by the National Geodetic Survey in November 1991..
 PN1314
 PN1314.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1314
 PN1314.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1314
 PN1314.The geoid height was determined by GEOID03.
 PN1314
 PN1314;                    North         East     Units Scale Factor Converg.
 PN1314;SPC WI C     -    79,503.992   633,666.877   MT  0.99995701   +0 17 56.2
 PN1314;SPC WI C     -   260,839.35  2,078,955.41   sFT  0.99995701   +0 17 56.2
 PN1314;UTM  16      - 4,935,973.435   295,356.470   MT  1.00011504   -1 48 28.5
 PN1314
 PN1314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1314!SPC WI C     -   0.99995045  x   0.99995701  =   0.99990747
 PN1314!UTM  16      -   0.99995045  x   1.00011504  =   1.00006549
 PN1314
 PN1314|---------------------------------------------------------------------|
 PN1314| PID    Reference Object                     Distance      Geod. Az  |
 PN1314|                                                           dddmmss.s |
 PN1314| CS5512 HOLI RM 1                            14.530 METERS 17919     |
 PN1314| CS5513 HOLI RM 2                            17.373 METERS 30847     |
 PN1314|---------------------------------------------------------------------|
 PN1314
 PN1314                          SUPERSEDED SURVEY CONTROL
 PN1314
 PN1314  NAD 83(1986)-  44 32 52.92192(N)    089 34 34.71401(W) AD(       ) 2
 PN1314  NGVD 29 (03/14/91)  351.8    (m)         1154.     (f) VERT ANG       
 PN1314
 PN1314.Superseded values are not recommended for survey control.
 PN1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1314.See file dsdata.txt to determine how the superseded data were derived.
 PN1314
 PN1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ9535635973(NAD 83)
 PN1314_MARKER: DE = TRAVERSE STATION DISK
 PN1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN1314_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1314+STABILITY: SURFACE MOTION
 PN1314
 PN1314  HISTORY     - Date     Condition        Report By
 PN1314  HISTORY     - 1982     MONUMENTED       WIDT
 PN1314  HISTORY     - 20031018 MARK NOT FOUND   USPSQD
 PN1314
 PN1314                          STATION DESCRIPTION
 PN1314
 PN1314'DESCRIBED BY WI DEPT OF TRANSP 1982 (LTK)
 PN1314'THE STATION IS LOCATED NEAR THE NORTH EDGE OF STEVENS POINT NEAR THE
 PN1314'SOUTHEAST CORNER OF THE BUSINESS USH 51 STRUCTURE OVER USH 51.
 PN1314'
 PN1314'TO REACH THE STATION FROM THE JUNCTION OF BUSINESS USH 51 AND NORTH
 PN1314'POINT DRIVE NEAR THE SENTRY INSURANCE BUILDING NEAR THE NORTH EDGE OF
 PN1314'STEVENS POINT, GO NORTH ON BUSINESS USH 51 FOR 0.5 MILE TO THE STATION
 PN1314'ON THE RIGHT NEAR THE SOUTHEAST CORNER OF THE BUSINESS USH 51
 PN1314'STRUCTURE OVER USH 51.
 PN1314'
 PN1314'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---HOLI 1982---.  THE
 PN1314'SURFACE DISK IS SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL
 PN1314'CONCRETE MONUMENT WHICH PROJECTS 1 INCH ABOVE GROUND.  IT IS 25.5 FEET
 PN1314'EAST OF THE CENTER OF THE NORTHBOUND ROADWAY OF BUSINESS USH 51, 10.9
 PN1314'FEET SOUTH OF THE SOUTH END OF THE EAST CONCRETE BRIDGE RAIL ON THE
 PN1314'BUSINESS USH 51 STRUCTURE, 3.6 FEET EAST OF A METAL GUARDRAIL, AND 2.6
 PN1314'FEET WEST OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 PN1314'IRREGULAR MASS OF CONCRETE 4.5 FEET BELOW GROUND.
 PN1314'
 PN1314'REFERENCE MARK 1 IS A STANDARD WIDT DISK STAMPED---HOLI RM 1 1982---
 PN1314'SET IN THE TOP OF A 14 INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT
 PN1314'WHICH PROJECTS 3 INCHES ABOVE GROUND.  IT IS 58 FEET SOUTH OF THE
 PN1314'SOUTHEAST CORNER OF THE BUSINESS USH 51 STRUCTURE, 47.6 FEET SOUTH OF
 PN1314'A METAL WITNESS POST, 26 FEET EAST OF THE CENTER OF THE NORTHBOUND
 PN1314'ROADWAY OF BUSINESS USH 51, 3 FEET EAST OF A METAL GUARDRAIL, AND 0.5
 PN1314'FOOT LOWER THAN THE STATION.
 PN1314'
 PN1314'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---HOLI RM 2 1982---
 PN1314'CEMENTED IN A DRILLED HOLE IN THE TOP OF THE SOUTH END OF THE CONCRETE
 PN1314'BRIDGE RAIL BETWEEN THE NORTHBOUND AND SOUTHBOUND ROADWAYS OF THE
 PN1314'BUSINESS USH 51 STRUCTURE OVER USH 51.  IT IS 59.3 FEET NORTHWEST OF A
 PN1314'METAL WITNESS POST, 0.6 FOOT SOUTH OF AN EXPANSION JOINT, AND 3 FEET
 PN1314'HIGHER THAN THE STATION.
 PN1314'
 PN1314'NO AZIMUTH MARK WAS SET.
 PN1314'
 PN1314'THE HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS 1.35 METERS.
 PN1314
 PN1314                          STATION RECOVERY (2003)
 PN1314
 PN1314'RECOVERY NOTE BY US POWER SQUADRON 2003 (DS)
 PN1314'STATION NOT FOUND
 PN1314'REFERENCE MARK 1 GOOD
 PN1314'REFERENCE MARK 2 GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF6119 ***********************************************************************
 DF6119  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6119  DESIGNATION -  HOLLAND GPS
 DF6119  PID         -  DF6119
 DF6119  STATE/COUNTY-  WI/BROWN
 DF6119  USGS QUAD   -  GREENLEAF (1992)
 DF6119
 DF6119                         *CURRENT SURVEY CONTROL
 DF6119  ___________________________________________________________________
 DF6119* NAD 83(1997)-  44 15 19.86846(N)    088 06 46.68520(W)     ADJUSTED  
 DF6119* NAVD 88     -       226.84   (meters)     744.2    (feet)  GPS OBS   
 DF6119  ___________________________________________________________________
 DF6119  X           -     150,677.837 (meters)                     COMP
 DF6119  Y           -  -4,573,363.291 (meters)                     COMP
 DF6119  Z           -   4,428,604.113 (meters)                     COMP
 DF6119  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 DF6119  ELLIP HEIGHT-         190.73  (meters)          (06/11/03) GPS OBS
 DF6119  GEOID HEIGHT-         -36.11  (meters)                     GEOID03
 DF6119
 DF6119  HORZ ORDER  -  FIRST
 DF6119  ELLP ORDER  -  THIRD     CLASS I
 DF6119
 DF6119.The horizontal coordinates were established by GPS observations
 DF6119.and adjusted by the National Geodetic Survey in June 2003..
 DF6119
 DF6119.The orthometric height was determined by GPS observations and a
 DF6119.high-resolution geoid model using precise GPS observation and
 DF6119.processing techniques.
 DF6119
 DF6119.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6119
 DF6119.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6119
 DF6119.The ellipsoidal height was determined by GPS observations
 DF6119.and is referenced to NAD 83.
 DF6119
 DF6119.The geoid height was determined by GEOID03.
 DF6119
 DF6119;                    North         East     Units Scale Factor Converg.
 DF6119;SPC WI C     -    48,663.507   750,686.862   MT  0.99999896   +1 19 53.2
 DF6119;SPC WI C     -   159,656.86  2,462,878.48   sFT  0.99999896   +1 19 53.2
 DF6119;UTM  16      - 4,900,855.655   411,152.459   MT  0.99969708   -0 46 36.3
 DF6119
 DF6119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6119!SPC WI C     -   0.99997009  x   0.99999896  =   0.99996905
 DF6119!UTM  16      -   0.99997009  x   0.99969708  =   0.99966718
 DF6119
 DF6119                          SUPERSEDED SURVEY CONTROL
 DF6119
 DF6119.No superseded survey control is available for this station.
 DF6119
 DF6119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1115200856(NAD 83)
 DF6119_MARKER: DD = SURVEY DISK
 DF6119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6119_STAMPING: HOLLAND GPS 2001
 DF6119_MARK LOGO: WIDT  
 DF6119_PROJECTION: FLUSH
 DF6119_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6119+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2005
 DF6119
 DF6119  HISTORY     - Date     Condition        Report By
 DF6119  HISTORY     - 20010522 MONUMENTED       WIDT
 DF6119  HISTORY     - 20030619 GOOD             USPSQD
 DF6119  HISTORY     - 20050727 GOOD             WIDT
 DF6119
 DF6119                          STATION DESCRIPTION
 DF6119
 DF6119'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF6119'THE STATION IS LOCATED ABOUT 22 KM SOUTH-SOUTHWEST OF DE PERE, 13 KM
 DF6119'EAST-SOUTHEAST OF
 DF6119'KAUKAUNA, AND 9 KM SOUTHEAST OF WRIGHTSTOWN.  OWNERSHIP--TOWN OF
 DF6119'HOLLAND.  TO REACH
 DF6119'THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 WITH STATE HIGHWAY
 DF6119'96 ABOUT 15 KM
 DF6119'SOUTH-SOUTHEAST OF DE PERE, GO SOUTH ON STATE HIGHWAY 32 FOR 6.4 KM TO
 DF6119'WAYSIDE ROAD,
 DF6119'TURN LEFT AND GO EAST ON WAYSIDE ROAD FOR 0.3 KM TO THE STATION ON THE
 DF6119'RIGHT.  THE
 DF6119'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DF6119'SURVEY CONTROL
 DF6119'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT
 DF6119'0.5 M BELOW THE ROAD
 DF6119'PAVEMENT.  THE STATION IS 7.0 M SOUTH OF THE CENTERLINE OF WAYSIDE
 DF6119'ROAD, 0.2 KM WEST OF
 DF6119'THE CENTERLINE OF WEBER ROAD, 27.0 M SOUTHEAST OF A POWER POLE, 24.0 M
 DF6119'SOUTHWEST OF A
 DF6119'--STOP AHEAD-- SIGN, 5.7 M NORTH OF A CULTIVATED FIELD, 1.0 M
 DF6119'SOUTHEAST, 1.0 M SOUTHWEST,
 DF6119'AND 1.0 M NORTH OF THREE 4X4 ORANGE PLASTIC WITNESS POSTS.
 DF6119'---NOTE---THIS STATION HAS NO
 DF6119'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DF6119'HORIZON.
 DF6119' 
 DF6119' 
 DF6119' 
 DF6119' 
 DF6119'
 DF6119
 DF6119                          STATION RECOVERY (2003)
 DF6119
 DF6119'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6119'RECOVERED IN GOOD CONDITION.
 DF6119
 DF6119                          STATION RECOVERY (2005)
 DF6119
 DF6119'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DF6119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF6066 ***********************************************************************
 DF6066  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6066  DESIGNATION -  HOLLAND N GPS
 DF6066  PID         -  DF6066
 DF6066  STATE/COUNTY-  WI/BROWN
 DF6066  USGS QUAD   -  GREENLEAF (1992)
 DF6066
 DF6066                         *CURRENT SURVEY CONTROL
 DF6066  ___________________________________________________________________
 DF6066* NAD 83(1997)-  44 17 05.50013(N)    088 03 48.28847(W)     ADJUSTED  
 DF6066* NAVD 88     -       281.70   (meters)     924.2    (feet)  GPS OBS   
 DF6066  ___________________________________________________________________
 DF6066  X           -     154,557.658 (meters)                     COMP
 DF6066  Y           -  -4,570,995.834 (meters)                     COMP
 DF6066  Z           -   4,430,977.141 (meters)                     COMP
 DF6066  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 DF6066  ELLIP HEIGHT-         245.60  (meters)          (06/11/03) GPS OBS
 DF6066  GEOID HEIGHT-         -36.10  (meters)                     GEOID03
 DF6066
 DF6066  HORZ ORDER  -  FIRST
 DF6066  ELLP ORDER  -  THIRD     CLASS I
 DF6066
 DF6066.The horizontal coordinates were established by GPS observations
 DF6066.and adjusted by the National Geodetic Survey in June 2003..
 DF6066
 DF6066.The orthometric height was determined by GPS observations and a
 DF6066.high-resolution geoid model using precise GPS observation and
 DF6066.processing techniques.
 DF6066
 DF6066.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6066
 DF6066.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6066
 DF6066.The ellipsoidal height was determined by GPS observations
 DF6066.and is referenced to NAD 83.
 DF6066
 DF6066.The geoid height was determined by GEOID03.
 DF6066
 DF6066;                    North         East     Units Scale Factor Converg.
 DF6066;SPC WI C     -    52,016.156   754,565.505   MT  0.99999359   +1 21 59.1
 DF6066;SPC WI C     -   170,656.34  2,475,603.66   sFT  0.99999359   +1 21 59.1
 DF6066;UTM  16      - 4,904,062.352   415,150.617   MT  0.99968854   -0 44 33.2
 DF6066
 DF6066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6066!SPC WI C     -   0.99996149  x   0.99999359  =   0.99995508
 DF6066!UTM  16      -   0.99996149  x   0.99968854  =   0.99965004
 DF6066
 DF6066                          SUPERSEDED SURVEY CONTROL
 DF6066
 DF6066.No superseded survey control is available for this station.
 DF6066
 DF6066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1515104062(NAD 83)
 DF6066_MARKER: DD = SURVEY DISK
 DF6066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6066_STAMPING: HOLLAND N GPS 2001
 DF6066_MARK LOGO: WIDT  
 DF6066_PROJECTION: FLUSH
 DF6066_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6066+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 DF6066
 DF6066  HISTORY     - Date     Condition        Report By
 DF6066  HISTORY     - 2000     MONUMENTED       WIDT
 DF6066  HISTORY     - 20030625 GOOD             USPSQD
 DF6066  HISTORY     - 20040725 GOOD             USPSQD
 DF6066  HISTORY     - 20050725 GOOD             WIDT
 DF6066
 DF6066                          STATION DESCRIPTION
 DF6066
 DF6066'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DF6066'THE STATION IS LOCATED ABOUT 16 KM EAST OF KAUKAUNA AND 7 KM NORTH OF
 DF6066'BRILLION.
 DF6066'OWNERSHIP--TOWN OF HOLLAND.  TO REACH THE STATION FROM THE JUNCTION OF
 DF6066'STATE HIGHWAY
 DF6066'32 AND STATE HIGHWAY 57 WITH STATE HIGHWAY 96 IN THE COMMUNITY OF
 DF6066'GREENLEAF, GO EAST
 DF6066'ON STATE HIGHWAY 96 FOR 2.1 KM TO COUNTY HIGHWAY PP ON THE RIGHT, TURN
 DF6066'RIGHT AND GO
 DF6066'SOUTH ON COUNTY HIGHWAY PP FOR 3.2 KM TO PARK ROAD ON THE LEFT, TURN
 DF6066'LEFT AND GO EAST
 DF6066'ON PARK ROAD FOR 0.6 KM TO THE STATION ON THE LEFT.  THE STATION IS A
 DF6066'BRONZE WISCONSIN
 DF6066'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF6066'IN THE TOP OF A
 DF6066'41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL
 DF6066'WITH THE ROAD
 DF6066'PAVEMENT.  THE STATION IS 9.0 M NORTH OF THE CENTERLINE OF PARK ROAD,
 DF6066'77 M (252.6 FT)
 DF6066'WEST OF THE CENTERLINE OF PRIVATE ENTRANCE --2135--, 19.0 M NORTH OF A
 DF6066'POWER POLE
 DF6066'--2120-22W7--, 5 M EAST OF THE CENTERLINE OF A FIELD ENTRANCE, 1 M
 DF6066'SOUTH OF A CULTIVATED
 DF6066'FIELD, 0.5 M SOUTH OF A WHITE PLASTIC WITNESS POST, 1.0 M EAST, 1.0 M
 DF6066'WEST, AND 1.0 M NORTH
 DF6066'OF THREE 4X4 ORANGE PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS
 DF6066'NO VISIBLE
 DF6066'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF6066' 
 DF6066' 
 DF6066' 
 DF6066'
 DF6066
 DF6066                          STATION RECOVERY (2003)
 DF6066
 DF6066'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6066'RECOVERED IN GOOD CONDITION.
 DF6066
 DF6066                          STATION RECOVERY (2004)
 DF6066
 DF6066'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 DF6066'RECOVERED IN GOOD CONDITION.
 DF6066
 DF6066                          STATION RECOVERY (2005)
 DF6066
 DF6066'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DF6066'RECOVERED IN GOOD CONDITION.  NOTE-- THE POWER POLE NO LONGER HAS A
 DF6066'NUMBER ATTACHED AND THE WHITE PLASTIC WITNESS POST IS NO LONGER
 DF6066'PRESENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7783 ***********************************************************************
 DE7783  DESIGNATION -  HOLLAND S GPS
 DE7783  PID         -  DE7783
 DE7783  STATE/COUNTY-  WI/SHEBOYGAN
 DE7783  USGS QUAD   -  CEDAR GROVE (1974)
 DE7783
 DE7783                         *CURRENT SURVEY CONTROL
 DE7783  ___________________________________________________________________
 DE7783* NAD 83(1997)-  43 33 27.78761(N)    087 49 51.84435(W)     ADJUSTED  
 DE7783* NAVD 88     -       226.401  (meters)     742.78   (feet)  ADJUSTED  
 DE7783  ___________________________________________________________________
 DE7783  X           -     175,212.222 (meters)                     COMP
 DE7783  Y           -  -4,626,297.422 (meters)                     COMP
 DE7783  Z           -   4,372,742.767 (meters)                     COMP
 DE7783  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 DE7783  ELLIP HEIGHT-         190.97  (meters)          (06/11/03) GPS OBS
 DE7783  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 DE7783  DYNAMIC HT  -         226.355 (meters)     742.63  (feet)  COMP
 DE7783  MODELED GRAV-     980,409.5   (mgal)                       NAVD 88
 DE7783
 DE7783  HORZ ORDER  -  FIRST
 DE7783  VERT ORDER  -  SECOND    CLASS I
 DE7783  ELLP ORDER  -  THIRD     CLASS I
 DE7783
 DE7783.The horizontal coordinates were established by GPS observations
 DE7783.and adjusted by the National Geodetic Survey in June 2003..
 DE7783
 DE7783.The orthometric height was determined by differential leveling
 DE7783.and adjusted by the National Geodetic Survey in May 2003..
 DE7783
 DE7783.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7783
 DE7783.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7783
 DE7783.The ellipsoidal height was determined by GPS observations
 DE7783.and is referenced to NAD 83.
 DE7783
 DE7783.The geoid height was determined by GEOID03.
 DE7783
 DE7783.The dynamic height is computed by dividing the NAVD 88
 DE7783.geopotential number by the normal gravity value computed on the
 DE7783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7783.degrees latitude (g = 980.6199 gals.).
 DE7783
 DE7783.The modeled gravity was interpolated from observed gravity values.
 DE7783
 DE7783;                    North         East     Units Scale Factor Converg.
 DE7783;SPC WI S     -   175,327.127   775,217.909   MT  0.99993627   +1 29 25.0
 DE7783;SPC WI S     -   575,219.08  2,543,360.76   sFT  0.99993627   +1 29 25.0
 DE7783;UTM  16      - 4,823,087.012   432,876.790   MT  0.99965542   -0 34 21.7
 DE7783
 DE7783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7783!SPC WI S     -   0.99997005  x   0.99993627  =   0.99990633
 DE7783!UTM  16      -   0.99997005  x   0.99965542  =   0.99962548
 DE7783
 DE7783                          SUPERSEDED SURVEY CONTROL
 DE7783
 DE7783  NAVD 88 (06/11/03)  226.40   (m)          742.8    (f) LEVELING    3  
 DE7783
 DE7783.Superseded values are not recommended for survey control.
 DE7783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7783.See file dsdata.txt to determine how the superseded data were derived.
 DE7783
 DE7783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3287723087(NAD 83)
 DE7783_MARKER: DD = SURVEY DISK
 DE7783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7783_STAMPING: HOLLAND S GPS 2001
 DE7783_MARK LOGO: WIDT  
 DE7783_PROJECTION: FLUSH
 DE7783_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7783_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7783+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2003
 DE7783
 DE7783  HISTORY     - Date     Condition        Report By
 DE7783  HISTORY     - 2000     MONUMENTED       WIDT
 DE7783  HISTORY     - 20031204 GOOD             USPSQD
 DE7783
 DE7783                          STATION DESCRIPTION
 DE7783
 DE7783'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7783'THE STATION IS LOCATED ABOUT 32 KM NORTHEAST OF WEST BEND, 23 KM
 DE7783'SOUTH OF SHEBOYGAN, AND 1 KM SOUTH OF CEDAR GROVE.
 DE7783'OWNERSHIP--SHEBOYGAN COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DE7783'OF INTERSTATE HIGHWAY 43 WITH STATE HIGHWAY 32 (EXIT 113) ABOUT 2 KM
 DE7783'EAST OF THE VILLAGE OF CEDAR GROVE, GO WEST ON STATE HIGHWAY 32 FOR
 DE7783'1.8 KM TO SOUTH MAIN STREET ON THE LEFT, TURN LEFT AND GO SOUTH ON
 DE7783'SOUTH MAIN STREET FOR 1.6 KM TO COUNTY HIGHWAY RR, TURN RIGHT AND GO
 DE7783'WEST ON COUNTY HIGHWAY RR FOR 0.8 KM TO TERMAAT ROAD ON THE LEFT AND
 DE7783'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DE7783'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DE7783'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DE7783'AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 10.7 M
 DE7783'NORTH OF THE CENTERLINE OF COUNTY HIGHWAY RR, 34 M WEST OF THE
 DE7783'EXTENDED CENTERLINE OF TERMAAT ROAD, 5 M EAST OF THE CENTERLINE OF A
 DE7783'FIELD ENTRANCE, 3.3 M NORTHEAST OF THE TOP CENTER OF THE EAST END OF
 DE7783'A 45-CM DIAMETER CORRUGATED METAL CULVERT PIPE, 1 M SOUTH OF A
 DE7783'CULTIVATED FIELD AND 0.3 M SOUTH OF A WHITE PLASTIC WITNESS POST.
 DE7783'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7783'THAN 15 DEGREES ABOVE THE HORIZON.
 DE7783
 DE7783                          STATION RECOVERY (2003)
 DE7783
 DE7783'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7783'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1 M EAST AND 1 M
 DE7783'WEST OF TWO ORANGE 4X4 PLASTIC GUARD POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF6113 ***********************************************************************
 DF6113  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6113  DESIGNATION -  HOLLAND W GPS
 DF6113  PID         -  DF6113
 DF6113  STATE/COUNTY-  WI/SHEBOYGAN
 DF6113  USGS QUAD   -  RANDOM LAKE (1974)
 DF6113
 DF6113                         *CURRENT SURVEY CONTROL
 DF6113  ___________________________________________________________________
 DF6113* NAD 83(1997)-  43 36 45.20513(N)    087 53 23.89101(W)     ADJUSTED  
 DF6113* NAVD 88     -       234.64   (meters)     769.8    (feet)  GPS OBS   
 DF6113  ___________________________________________________________________
 DF6113  X           -     170,301.709 (meters)                     COMP
 DF6113  Y           -  -4,622,283.257 (meters)                     COMP
 DF6113  Z           -   4,377,161.879 (meters)                     COMP
 DF6113  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 DF6113  ELLIP HEIGHT-         199.22  (meters)          (06/11/03) GPS OBS
 DF6113  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 DF6113
 DF6113  HORZ ORDER  -  FIRST
 DF6113  ELLP ORDER  -  THIRD     CLASS I
 DF6113
 DF6113.The horizontal coordinates were established by GPS observations
 DF6113.and adjusted by the National Geodetic Survey in June 2003..
 DF6113
 DF6113.The orthometric height was determined by GPS observations and a
 DF6113.high-resolution geoid model using precise GPS observation and
 DF6113.processing techniques.
 DF6113
 DF6113.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6113
 DF6113.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6113
 DF6113.The ellipsoidal height was determined by GPS observations
 DF6113.and is referenced to NAD 83.
 DF6113
 DF6113.The geoid height was determined by GEOID03.
 DF6113
 DF6113;                    North         East     Units Scale Factor Converg.
 DF6113;SPC WI S     -   181,295.461   770,306.388   MT  0.99993933   +1 26 59.3
 DF6113;SPC WI S     -   594,800.19  2,527,246.87   sFT  0.99993933   +1 26 59.3
 DF6113;UTM  16      - 4,829,226.603   428,184.646   MT  0.99966344   -0 36 50.1
 DF6113
 DF6113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6113!SPC WI S     -   0.99996876  x   0.99993933  =   0.99990809
 DF6113!UTM  16      -   0.99996876  x   0.99966344  =   0.99963221
 DF6113
 DF6113                          SUPERSEDED SURVEY CONTROL
 DF6113
 DF6113.No superseded survey control is available for this station.
 DF6113
 DF6113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP2818529227(NAD 83)
 DF6113_MARKER: DD = SURVEY DISK
 DF6113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6113_STAMPING: HOLLAND W GPS 2001
 DF6113_MARK LOGO: WIDT  
 DF6113_PROJECTION: FLUSH
 DF6113_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6113+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2003
 DF6113
 DF6113  HISTORY     - Date     Condition        Report By
 DF6113  HISTORY     - 2000     MONUMENTED       WIDT
 DF6113  HISTORY     - 20031204 GOOD             USPSQD
 DF6113
 DF6113                          STATION DESCRIPTION
 DF6113
 DF6113'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DF6113'THE STATION IS LOCATED ABOUT 31 KM NORTHEAST OF WEST BEND AND 8 KM
 DF6113'WEST OF OOSTBURG.
 DF6113'OWNERSHIP--SHEBOYGAN COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DF6113'OF STATE
 DF6113'HIGHWAY 57 WITH STATE HIGHWAY 144 ABOUT 25 KM NORTHEAST OF THE CITY OF
 DF6113'WEST BEND, GO
 DF6113'NORTH ON STATE HIGHWAY 57 FOR 5.6 KM TO COUNTY HIGHWAY A, TURN RIGHT
 DF6113'AND GO EAST ON
 DF6113'COUNTY HIGHWAY A FOR 4.0 KM TO COUNTY HIGHWAY GW, TURN RIGHT AND GO
 DF6113'SOUTH ON COUNTY
 DF6113'HIGHWAY GW FOR 0.4 KM TO THE STATION ON THE RIGHT.  THE STATION IS A
 DF6113'BRONZE WISCONSIN
 DF6113'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF6113'IN THE TOP OF A
 DF6113'41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL
 DF6113'WITH THE HIGHWAY
 DF6113'PAVEMENT.  THE STATION IS 6.3 M WEST OF THE CENTERLINE OF COUNTY
 DF6113'HIGHWAY GW, 48.8 M
 DF6113'SOUTHWEST OF A POWER POLE --00-002 60--, 34.7 M NORTHWEST OF A POWER
 DF6113'POLE, 3 M EAST OF A
 DF6113'CULTIVATED FIELD, 1.0 M NORTH AND 1.0 M SOUTH OF TWO 4X4 ORANGE
 DF6113'PLASTIC WITNESS POSTS.
 DF6113'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF6113'THAN 15 DEGREES ABOVE
 DF6113'THE HORIZON.
 DF6113'
 DF6113
 DF6113                          STATION RECOVERY (2003)
 DF6113
 DF6113'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6113'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ALSO 2 FEET EAST OF
 DF6113'A WHITE PLASTIC WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1275 ***********************************************************************
 OM1275  HT_MOD      -  This is a Height Modernization Survey Station.
 OM1275  PACS        -  This is a Primary Airport Control Station.
 OM1275  DESIGNATION -  HOLPORT
 OM1275  PID         -  OM1275
 OM1275  STATE/COUNTY-  WI/CALUMET
 OM1275  USGS QUAD   -  KIEL (1992)
 OM1275
 OM1275                         *CURRENT SURVEY CONTROL
 OM1275  ___________________________________________________________________
 OM1275* NAD 83(1997)-  43 56 54.94976(N)    088 07 02.28879(W)     ADJUSTED  
 OM1275* NAVD 88     -       297.03   (meters)     974.5    (feet)  GPS OBS   
 OM1275  ___________________________________________________________________
 OM1275  X           -     151,113.294 (meters)                     COMP
 OM1275  Y           -  -4,597,147.069 (meters)                     COMP
 OM1275  Z           -   4,404,162.581 (meters)                     COMP
 OM1275  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 OM1275  ELLIP HEIGHT-         261.13  (meters)          (04/28/99) GPS OBS
 OM1275  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 OM1275
 OM1275  HORZ ORDER  -  A
 OM1275  ELLP ORDER  -  THIRD     CLASS I
 OM1275
 OM1275.This mark is at New Holstein Airport (8D1)
 OM1275
 OM1275.The horizontal coordinates were established by GPS observations
 OM1275.and adjusted by the National Geodetic Survey in April 1999..
 OM1275
 OM1275.The orthometric height was determined by GPS observations and a
 OM1275.high-resolution geoid model.
 OM1275
 OM1275.GPS derived orthometric heights for airport stations designated as
 OM1275.PACS or SACS are published to 2 decimal places.  This maintains
 OM1275.centimeter relative accuracy between the PACS and SACS.  It does
 OM1275.not indicate centimeter accuracy relative to other marks which are
 OM1275.part of the NAVD 88 network.
 OM1275
 OM1275.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1275
 OM1275.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1275
 OM1275.The ellipsoidal height was determined by GPS observations
 OM1275.and is referenced to NAD 83.
 OM1275
 OM1275.The geoid height was determined by GEOID03.
 OM1275
 OM1275;                    North         East     Units Scale Factor Converg.
 OM1275;SPC WI S     -   218,181.749   751,118.172   MT  0.99997816   +1 17 37.0
 OM1275;SPC WI S     -   715,817.95  2,464,293.54   sFT  0.99997816   +1 17 37.0
 OM1275;UTM  16      - 4,866,770.394   410,343.750   MT  0.99969886   -0 46 31.7
 OM1275
 OM1275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1275!SPC WI S     -   0.99995905  x   0.99997816  =   0.99993722
 OM1275!UTM  16      -   0.99995905  x   0.99969886  =   0.99965793
 OM1275
 OM1275:                Primary Azimuth Mark                     Grid Az
 OM1275:SPC WI S     -  HOLPORT AZ MK                            145 19 47.4
 OM1275:UTM  16      -  HOLPORT AZ MK                            147 23 56.1
 OM1275
 OM1275|---------------------------------------------------------------------|
 OM1275| PID    Reference Object                     Distance      Geod. Az  |
 OM1275|                                                           dddmmss.s |
 OM1275| OM1276 HOLPORT AZ MK                       APPROX. 1.1 KM 1463724.4 |
 OM1275|---------------------------------------------------------------------|
 OM1275
 OM1275                          SUPERSEDED SURVEY CONTROL
 OM1275
 OM1275  NAD 83(1991)-  43 56 54.94915(N)    088 07 02.28786(W) AD(       ) 1
 OM1275  ELLIP H (08/19/91)  261.23   (m)                       GP(       ) 4 1
 OM1275  NGVD 29 (08/19/91)  296.8    (m)          974.     (f) GPS OBS        
 OM1275
 OM1275.Superseded values are not recommended for survey control.
 OM1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1275.See file dsdata.txt to determine how the superseded data were derived.
 OM1275
 OM1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1034466770(NAD 83)
 OM1275_MARKER: DH = HORIZONTAL CONTROL DISK
 OM1275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1275_SP_SET: CONCRETE POST
 OM1275_STAMPING: HOLPORT 1989
 OM1275_MARK LOGO: NGS   
 OM1275_PROJECTION: FLUSH
 OM1275_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OM1275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1275+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2005
 OM1275
 OM1275  HISTORY     - Date     Condition        Report By
 OM1275  HISTORY     - 1989     MONUMENTED       NGS
 OM1275  HISTORY     - 19900816 GOOD             NGS
 OM1275  HISTORY     - 19971209 GOOD             NGS
 OM1275  HISTORY     - 2001     GOOD             WIDT
 OM1275  HISTORY     - 20020614 GOOD             JCLS
 OM1275  HISTORY     - 20040424 GOOD             JCLS
 OM1275  HISTORY     - 20040426 GOOD             JCLS
 OM1275  HISTORY     - 20050817 GOOD             WIDT
 OM1275
 OM1275                          STATION DESCRIPTION
 OM1275
 OM1275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OM1275'THE STATION IS LOCATED ABOUT 2.0 KM (1.2 MI) SOUTHWEST OF NEW
 OM1275'HOLSTEIN, 10.8 KM (6.7 MI) SOUTHEAST OF CHILTON AND AT THE NEW
 OM1275'HOLSTEIN MUNICIPAL AIRPORT.  OWNERSHIP-CITY OF NEW HOLSTEIN, 3015
 OM1275'WISCONSIN AVENUE, NEW HOLSTEIN, WI 53061, AIRPORT MANAGER IS JACK
 OM1275'SCHNEIDEWIND, 3015 WISCONSIN AVENUE, NEW HOLSTEIN, WI 53061, PHONE
 OM1275'414-898-5581.
 OM1275'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 151, STATE
 OM1275'HIGHWAYS 57 AND 32 AND COUNTY ROAD G IN CHILTON, GO SOUTH ON COUNTY
 OM1275'ROAD G FOR 8.1 KM (5.0 MI) TO A CROSSROAD.  TURN LEFT AND GO EAST ON
 OM1275'COUNTY ROAD H FOR 3.6 KM (2.2 MI) TO A PAVED ROAD ON THE RIGHT.  TURN
 OM1275'RIGHT AND GO SOUTH ON THE AIRPORT ENTRANCE ROAD FOR 0.3 KM (0.2 MI)
 OM1275'TO AN APRON AND THE AIRPORT OFFICE ON THE RIGHT.  BEAR LEFT AND GO
 OM1275'SOUTHWEST ACROSS THE APRON AND ALONG A TAXIWAY FOR 0.1 KM (0.1 MI) TO
 OM1275'THE RUNWAY.  TURN RIGHT AND GO NORTHWEST ON THE RUNWAY FOR 0.2 KM
 OM1275'(0.1 MI) TO THE END OF THE RUNWAY AND A PARKING RAMP AND THE STATION
 OM1275'ON THE RIGHT.
 OM1275'THE STATION IS LOCATED 38.9 M (127.6 FT) NORTHEAST FROM THE EXTENDED
 OM1275'CENTERLINE OF THE RUNWAY, 40.6 M (133.2 FT) NORTHWEST FROM THE
 OM1275'NORTHWEST CORNER OF A HANGAR, 35.0 M (114.8 FT) NORTH-NORTHEAST FROM
 OM1275'THE NORTHEAST CORNER OF A PARKING RAMP AND 0.8 M (2.6 FT)
 OM1275'SOUTH-SOUTHEAST FROM A CARSONITE WITNESS AND IS FLUSH WITH THE GROUND.
 OM1275
 OM1275                          STATION RECOVERY (1997)
 OM1275
 OM1275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 OM1275'THIS STATION IS THE PRIMARY AIRPORT CONTROL (PAC) STATION FOR THE NEW
 OM1275'HOLSTEIN MUNICIPAL (8D1) AIRPORT.  THE STATION IS LOCATED 2.0 KM (1.25
 OM1275'MI) SOUTHWEST OF NEW HOLSTEIN ON THE NEW HOLSTEIN MUNICIPAL AIRPORT.
 OM1275'OWNERSHIP--CITY OF NEW HOLSTEIN, BARRY PAASCH MANAGER, 3015 WISCONSIN
 OM1275'AVENUE, NEW HOLSTEIN 53061, PHONE (414) 693-8231.  TO REACH FROM THE
 OM1275'JUNCTION OF STATE HIGHWAYS 57 AND 32 AND COUNTY ROAD H ON THE WEST
 OM1275'EDGE OF NEW HOLSTEIN GO WEST ON COUNTY ROAD H FOR 1.42 KM (0.90 MI) TO
 OM1275'THE AIRPORT ENTRANCE ROAD, TURN LEFT AND GO SOUTH ON THE AIRPORT
 OM1275'ENTRANCE ROAD FOR 0.30 KM (0.20 MI) TO THE AIRPORT OFFICE, BEAR RIGHT
 OM1275'AND GO SOUTHWEST FOR 0.10 KM (0.05 MI) ACROSS AN APRON AND ALONG A
 OM1275'TAXIWAY TO RUNWAY 4-22, TURN RIGHT AND GO NORTHWEST ALONG THE RUNWAY
 OM1275'FOR 0.20 KM (0.10 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A
 OM1275'NGS HORIZONTAL DISK IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND
 OM1275'SURFACE.  IT IS, 40.6 M (133.2 FT) NORTHWEST OF THE NORTHWEST CORNER
 OM1275'OF A HANGAR, 38.9 M (127.6 FT) NORTHEAST OF THE EXTENDED CENTERLINE OF
 OM1275'THE RUNWAY, 35.0 M (114.8 FT) NORTHEAST OF THE NORTHEAST CORNER OF A
 OM1275'PARKING RAMP, 0.8 M (2.6 FT) SOUTHEAST OF A WITNESS POST, AND 0.3 M
 OM1275'(1.0 FT) BELOW THE LEVEL OF THE RUNWAY.
 OM1275
 OM1275                          STATION RECOVERY (2001)
 OM1275
 OM1275'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OM1275'THE STATION IS LOCATED ABOUT 39 KM SOUTHWEST OF MANITOWOC AND 37 KM
 OM1275'NORTHWEST OF
 OM1275'SHEBOYGAN.  OWNERSHIP--NEW HOLSTEIN MUNICIPAL AIRPORT.  TO REACH THE
 OM1275'STATION FROM THE
 OM1275'JUNCTION OF US HIGHWAY 151 WITH STATE HIGHWAY 32 SOUTH AND STATE
 OM1275'HIGHWAY 57 SOUTH IN
 OM1275'THE CITY OF CHILTON, GO SOUTH ON STATE HIGHWAY 32 FOR 9.5 KM TO COUNTY
 OM1275'HIGHWAY H ON THE
 OM1275'RIGHT, TURN RIGHT AND GO WEST ON COUNTY HIGHWAY H FOR 1.3 KM TO THE
 OM1275'ENTRANCE FOR THE
 OM1275'NEW HOLSTEIN MUNICIPAL AIRPORT, TURN LEFT AND GO SOUTH ON THE AIRPORT
 OM1275'ENTRANCE FOR 0.1
 OM1275'KM TO A LANE JUST AFTER NORTHERN ROW OF HANGERS, TURN RIGHT AND GO
 OM1275'WEST FOR 0.1 TO
 OM1275'END OF LANE AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 OM1275'NATIONIAL GEODETIC
 OM1275'SURVEY HORIZONTAL CONTROL DISK SET IN THE TOP OF A 45-CM DIAMETER
 OM1275'CONCRETE POST AND
 OM1275'ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 60 M EAST OF THE
 OM1275'EXTENDED
 OM1275'CENTERLINE OF RUNWAY 32, 100 M NORTHWEST OF THE CENTERLINE OF
 OM1275'NORTHERNMOST TAXIWAY
 OM1275'FOR RUNWAY 32/14, 40.6 M NORTHWEST OF NORTHWESTERNMOST HANGER, 23 M
 OM1275'SOUTH OF A
 OM1275'CULTIVATED FIELD AND 0.3 M SOUTH OF AN ORANGE FIBERGLASS WITNESS POST.
 OM1275'---NOTE---THIS
 OM1275'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 OM1275'ABOVE THE
 OM1275'HORIZION.  ---NOTE2---THIS STATION IS LOCATED ON THE END OF RUNWAY 32.
 OM1275'
 OM1275
 OM1275                          STATION RECOVERY (2002)
 OM1275
 OM1275'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 OM1275'RECOVERED IN GOOD CONDITION.
 OM1275
 OM1275                          STATION RECOVERY (2004)
 OM1275
 OM1275'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 OM1275'RECOVERED IN GOOD CONDITION.
 OM1275
 OM1275                          STATION RECOVERY (2004)
 OM1275
 OM1275'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 OM1275'RECOVERED IN GOOD CONDITION.
 OM1275
 OM1275                          STATION RECOVERY (2005)
 OM1275
 OM1275'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 OM1275'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS-- FROM THE
 OM1275'JUNCTION OF STATE HIGHWAYS 57 AND 32 WITH COUNTY HIGHWAY H ON THE WEST
 OM1275'EDGE OF NEW HOLSTEIN, GO WEST ON COUNTY HIGHWAY H FOR 0.9 MILE TO THE
 OM1275'AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH ON THE
 OM1275'AIRPORT ENTRANCE ROAD FOR 26 M TO A SERVICE ROAD ON THE RIGHT.
 OM1275'TURN RIGHT ONTO THE SERVICE ROAD AND GO SOUTHWEST, SOUTH-SOUTHWEST,
 OM1275'AND SOUTHWEST PASSING THE  NORTHWEST SIDE OF THE NORTHERNMOST SET OF
 OM1275'HANGARS FOR 0.1 MILE TO THE STATION ON THE RIGHT. (NOTE-- WHEN YOU
 OM1275'MAKE THE TURN ONTO THE SERVICE ROAD, THE STATION IS VISIBLE STRAIGHT
 OM1275'AHEAD.)
 OM1275'THE STATION IS 49.5 M NORTH OF A --14-- AIRPORT RUNWAY SIGN, 41.5 M
 OM1275'NORTHWEST OF THE NORTHWEST CORNER OF THE WESTERNMOST HANGAR, 39.5 M
 OM1275'NORTHEAST OF THE NORTHEASTERNMOST OF TWO ORANGE RUNWAY APPROACH
 OM1275'LIGHTS, AND 34.0 M NORTHWEST OF THE CENTERLINE OF THE SERVICE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1276 ***********************************************************************
 OM1276  DESIGNATION -  HOLPORT AZ MK
 OM1276  PID         -  OM1276
 OM1276  STATE/COUNTY-  WI/CALUMET
 OM1276  USGS QUAD   -  KIEL (1992)
 OM1276
 OM1276                         *CURRENT SURVEY CONTROL
 OM1276  ___________________________________________________________________
 OM1276* NAD 83(1997)-  43 56 24.56869(N)    088 06 34.59058(W)     ADJUSTED  
 OM1276* NAVD 88     -       297.4    (meters)     976.     (feet)  VERTCON   
 OM1276  ___________________________________________________________________
 OM1276  X           -     151,752.100 (meters)                     COMP
 OM1276  Y           -  -4,597,777.572 (meters)                     COMP
 OM1276  Z           -   4,403,487.835 (meters)                     COMP
 OM1276  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 OM1276  ELLIP HEIGHT-         261.75  (meters)          (09/30/02) GPS OBS
 OM1276  GEOID HEIGHT-         -35.86  (meters)                     GEOID03
 OM1276
 OM1276  HORZ ORDER  -  FIRST
 OM1276  ELLP ORDER  -  FOURTH    CLASS I
 OM1276
 OM1276.This mark is at New Holstein Airport (8D1)
 OM1276
 OM1276.The horizontal coordinates were established by GPS observations
 OM1276.and adjusted by the National Geodetic Survey in September 2002..
 OM1276
 OM1276.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM1276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM1276
 OM1276.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1276
 OM1276.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1276
 OM1276.The ellipsoidal height was determined by GPS observations
 OM1276.and is referenced to NAD 83.
 OM1276
 OM1276.The geoid height was determined by GEOID03.
 OM1276
 OM1276;                    North         East     Units Scale Factor Converg.
 OM1276;SPC WI S     -   217,258.295   751,756.890   MT  0.99997676   +1 17 56.0
 OM1276;SPC WI S     -   712,788.26  2,466,389.06   sFT  0.99997676   +1 17 56.0
 OM1276;UTM  16      - 4,865,824.747   410,948.543   MT  0.99969753   -0 46 12.1
 OM1276
 OM1276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1276!SPC WI S     -   0.99995896  x   0.99997676  =   0.99993572
 OM1276!UTM  16      -   0.99995896  x   0.99969753  =   0.99965650
 OM1276
 OM1276:                Primary Azimuth Mark                     Grid Az
 OM1276:SPC WI S     -  HOLPORT                                  325 19 47.6
 OM1276:UTM  16      -  HOLPORT                                  327 23 55.7
 OM1276
 OM1276|---------------------------------------------------------------------|
 OM1276| PID    Reference Object                     Distance      Geod. Az  |
 OM1276|                                                           dddmmss.s |
 OM1276| OM1275 HOLPORT                             APPROX. 1.1 KM 3263743.6 |
 OM1276|---------------------------------------------------------------------|
 OM1276
 OM1276                          SUPERSEDED SURVEY CONTROL
 OM1276
 OM1276  NAD 83(1991)-  43 56 24.56809(N)    088 06 34.58966(W) AD(       ) 1
 OM1276  ELLIP H (08/19/91)  261.84   (m)                       GP(       ) 4 1
 OM1276  NGVD 29 (08/19/91)  297.4    (m)          976.     (f) GPS OBS        
 OM1276
 OM1276.Superseded values are not recommended for survey control.
 OM1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1276.See file dsdata.txt to determine how the superseded data were derived.
 OM1276
 OM1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1094965825(NAD 83)
 OM1276_MARKER: DZ = AZIMUTH MARK DISK
 OM1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1276_SP_SET: CONCRETE POST
 OM1276_STAMPING: HOLPORT 1989
 OM1276_MARK LOGO: NGS   
 OM1276_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM1276+STABILITY: SURFACE MOTION
 OM1276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1276+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2003
 OM1276
 OM1276  HISTORY     - Date     Condition        Report By
 OM1276  HISTORY     - 1989     MONUMENTED       NGS
 OM1276  HISTORY     - 19900816 GOOD             NGS
 OM1276  HISTORY     - 20030509 GOOD             WIDT
 OM1276
 OM1276                          STATION DESCRIPTION
 OM1276
 OM1276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OM1276'THE STATION IS LOCATED ABOUT 2.0 KM (1.2 MI) SOUTHWEST OF NEW
 OM1276'HOLSTEIN, 10.8 KM (6.7 MI) SOUTHEAST OF CHILTON AND AT THE NEW
 OM1276'HOLSTEIN MUNICIPAL AIRPORT.  OWNERSHIP-CITY OF NEW HOLSTEIN, 3015
 OM1276'WISCONSIN AVENUE, NEW HOLSTEIN, WI 53061, AIRPORT MANAGER IS JACK
 OM1276'SCHNEIDEWIND, 3015 WISCONSIN AVENUE, NEW HOLSTEIN, WI 53061, PHONE
 OM1276'414-898-5581.
 OM1276'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 151, STATE
 OM1276'HIGHWAYS 57 AND 32 AND COUNTY ROAD G IN CHILTON, GO SOUTH ON COUNTY
 OM1276'ROAD G FOR 8.1 KM (5.0 MI) TO A CROSSROAD.  TURN LEFT AND GO EAST ON
 OM1276'COUNTY ROAD H FOR 3.6 KM (2.2 MI) TO A PAVED ROAD ON THE RIGHT.  TURN
 OM1276'RIGHT AND GO SOUTH ON THE AIRPORT ENTRANCE ROAD FOR 0.3 KM (0.2 MI)
 OM1276'TO AN APRON AND THE AIRPORT OFFICE ON THE RIGHT.  BEAR LEFT AND GO
 OM1276'SOUTHWEST ACROSS THE APRON AND ALONG A TAXIWAY FOR 0.1 KM (0.1 MI) TO
 OM1276'THE RUNWAY.  TURN LEFT AND GO SOUTHEAST ON THE RUNWAY FOR 0.9 KM
 OM1276'(0.6 MI) TO THE END OF THE RUNWAY AND THE STATION ON THE RIGHT.
 OM1276'THE STATION IS LOCATED 29.0 M (95.1 FT) SOUTHWEST FROM THE SOUTHWEST
 OM1276'EDGE OF THE RUNWAY, 1.0 M (3.3 FT) NORTHEAST FROM A CARSONITE WITNESS
 OM1276'AND IS FLUSH WITH THE GROUND.
 OM1276
 OM1276                          STATION RECOVERY (2003)
 OM1276
 OM1276'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (GRS)
 OM1276'IN ADDITION TO PREVIOUSLY LISTED MEASUREMENTS, THE MONUMENT IS 40.4 M
 OM1276'SOUTHWEST OF THE CENTERLINE OF THE RUNWAY, 3.4 M NORTHWEST OF THE
 OM1276'ENTENDED LINE OF THE THRESHOLD LIGHTS, AND APPROXIMATELY 2 M NORTHEAST
 OM1276'OF A PLOWED FIELD.  THE BATTERED WITNESS POST WAS REPLACED WITH A NEW
 OM1276'ONE AT THE SAME LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0104 ***********************************************************************
 QM0104  DESIGNATION -  HOLT
 QM0104  PID         -  QM0104
 QM0104  STATE/COUNTY-  WI/OCONTO
 QM0104  USGS QUAD   -  SHADOW LAKE (1973)
 QM0104
 QM0104                         *CURRENT SURVEY CONTROL
 QM0104  ___________________________________________________________________
 QM0104* NAD 83(1991)-  45 14 02.28244(N)    088 30 43.01642(W)     ADJUSTED  
 QM0104* NAVD 88     -       347.824  (meters)    1141.15   (feet)  ADJUSTED  
 QM0104  ___________________________________________________________________
 QM0104  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 QM0104  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 QM0104  DYNAMIC HT  -         347.786 (meters)    1141.03  (feet)  COMP
 QM0104  MODELED GRAV-     980,496.7   (mgal)                       NAVD 88
 QM0104
 QM0104  HORZ ORDER  -  FIRST
 QM0104  VERT ORDER  -  FIRST     CLASS II
 QM0104
 QM0104.The horizontal coordinates were established by classical geodetic methods
 QM0104.and adjusted by the National Geodetic Survey in November 1991..
 QM0104
 QM0104.The orthometric height was determined by differential leveling
 QM0104.and adjusted by the National Geodetic Survey in June 1991..
 QM0104
 QM0104.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0104
 QM0104.The geoid height was determined by GEOID03.
 QM0104
 QM0104.The dynamic height is computed by dividing the NAVD 88
 QM0104.geopotential number by the normal gravity value computed on the
 QM0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0104.degrees latitude (g = 980.6199 gals.).
 QM0104
 QM0104.The modeled gravity was interpolated from observed gravity values.
 QM0104
 QM0104;                    North         East     Units Scale Factor Converg.
 QM0104;SPC WI C     -   156,710.113   716,838.435   MT  0.99996018   +1 02 59.8
 QM0104;SPC WI C     -   514,139.76  2,351,827.43   sFT  0.99996018   +1 02 59.8
 QM0104;UTM  16      - 5,010,053.623   381,321.356   MT  0.99977318   -1 04 24.9
 QM0104
 QM0104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0104!SPC WI C     -   0.99995103  x   0.99996018  =   0.99991122
 QM0104!UTM  16      -   0.99995103  x   0.99977318  =   0.99972423
 QM0104
 QM0104:                Primary Azimuth Mark                     Grid Az
 QM0104:SPC WI C     -  ANDERSON                                 169 55 32.2
 QM0104:UTM  16      -  ANDERSON                                 172 02 56.9
 QM0104
 QM0104|---------------------------------------------------------------------|
 QM0104| PID    Reference Object                     Distance      Geod. Az  |
 QM0104|                                                           dddmmss.s |
 QM0104| QM0105 ANDERSON                            APPROX. 0.9 KM 1705832.0 |
 QM0104|---------------------------------------------------------------------|
 QM0104
 QM0104                          SUPERSEDED SURVEY CONTROL
 QM0104
 QM0104  NAD 83(1986)-  45 14 02.29130(N)    088 30 43.04648(W) AD(       ) 1
 QM0104  NAD 27      -  45 14 02.40200(N)    088 30 42.66900(W) AD(       ) 1
 QM0104  NGVD 29 (??/??/92)  347.822  (m)         1141.15   (f) ADJ UNCH    1 2
 QM0104
 QM0104.Superseded values are not recommended for survey control.
 QM0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0104.See file dsdata.txt to determine how the superseded data were derived.
 QM0104
 QM0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8132110054(NAD 83)
 QM0104_MARKER: DS = TRIANGULATION STATION DISK
 QM0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0104
 QM0104  HISTORY     - Date     Condition        Report By
 QM0104  HISTORY     - 1921     MONUMENTED       CGS
 QM0104  HISTORY     - 1922     GOOD             NGS
 QM0104  HISTORY     - 1934     GOOD             NGS
 QM0104  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0104
 QM0104                          STATION DESCRIPTION
 QM0104
 QM0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0104'STATION IS ABOUT 4-1/8 MILES N OF MOUNTAIN, 1/4 MILE S OF
 QM0104'FLAGSTOP HOLTS SPUR, 125 METERS S OF THE POINT OF TANGENCY
 QM0104'OF THE FIRST CURVE S OF THE FLAGSTOP, 14.34 METERS (47.06
 QM0104'FEET) W OF THE W RAIL OF THE CHICAGO AND NORTHWESTERN RAILWAY.
 QM0104'
 QM0104'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 QM0104'DISKS SET IN CONCRETE.
 QM0104'
 QM0104'THE UNDERGROUND MARK IS 36 INCHES DEEP.
 QM0104
 QM0104                          STATION RECOVERY (1922)
 QM0104
 QM0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 QM0104'4.1 MI N FROM MOUNTAIN.
 QM0104'ABOUT 4-1/8 MILES NORTH OF MOUNTAIN, 1/4 MILE SOUTH OF FLAG-STOP
 QM0104'HOLTS SPUR, 125 METERS SOUTH OF THE POINT OF TANGENCY OF THE FIRST
 QM0104'CURVE SOUTH OF THE FLAG-STOP, 4.34 METERS (47.06 FEET) WEST OF
 QM0104'THE WEST RAIL OF C. AND N.W. RY.
 QM0104
 QM0104                          STATION RECOVERY (1934)
 QM0104
 QM0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QM0104'RECOVERED IN GOOD CONDITION.
 QM0104
 QM0104                          STATION RECOVERY (1985)
 QM0104
 QM0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0689 ***********************************************************************
 PO0689  DESIGNATION -  HOLTE
 PO0689  PID         -  PO0689
 PO0689  STATE/COUNTY-  WI/TREMPEALEAU
 PO0689  USGS QUAD   -  ETTRICK (1973)
 PO0689
 PO0689                         *CURRENT SURVEY CONTROL
 PO0689  ___________________________________________________________________
 PO0689* NAD 83(1991)-  44 14 30.05431(N)    091 15 24.13939(W)     ADJUSTED  
 PO0689* NAVD 88     -       363.0    (meters)    1191.     (feet)  VERTCON   
 PO0689  ___________________________________________________________________
 PO0689  LAPLACE CORR-          -8.14  (seconds)                    DEFLEC99
 PO0689  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 PO0689
 PO0689  HORZ ORDER  -  SECOND
 PO0689
 PO0689.The horizontal coordinates were established by classical geodetic methods
 PO0689.and adjusted by the National Geodetic Survey in March 1999..
 PO0689
 PO0689.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0689
 PO0689.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0689
 PO0689.The geoid height was determined by GEOID03.
 PO0689
 PO0689;                    North         East     Units Scale Factor Converg.
 PO0689;SPC WI C     -    46,151.794   499,618.349   MT  1.00000158   -0 53 12.1
 PO0689;SPC WI C     -   151,416.34  1,639,164.53   sFT  1.00000158   -0 53 12.1
 PO0689;UTM  15      - 4,900,194.160   639,199.099   MT  0.99983830   +1 12 59.3
 PO0689
 PO0689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0689!SPC WI C     -   0.99994803  x   1.00000158  =   0.99994961
 PO0689!UTM  15      -   0.99994803  x   0.99983830  =   0.99978634
 PO0689
 PO0689|---------------------------------------------------------------------|
 PO0689| PID    Reference Object                     Distance      Geod. Az  |
 PO0689|                                                           dddmmss.s |
 PO0689| CJ5095 HOLTE RM 1                            8.175 METERS 04451     |
 PO0689| CJ5096 HOLTE RM 2                            6.815 METERS 16407     |
 PO0689| PO0690 GALESVILLE TV MAST                  APPROX.18.0 KM 2011732.8 |
 PO0689|---------------------------------------------------------------------|
 PO0689
 PO0689                          SUPERSEDED SURVEY CONTROL
 PO0689
 PO0689  NAD 83(1991)-  44 14 30.05403(N)    091 15 24.14097(W) AD(       ) 2
 PO0689  NAD 83(1986)-  44 14 30.04808(N)    091 15 24.14946(W) AD(       ) 2
 PO0689  NAD 27      -  44 14 30.20070(N)    091 15 23.56884(W) AD(       ) 2
 PO0689  NGVD 29 (07/19/86)  363.0    (m)         1191.     (f) VERT ANG       
 PO0689
 PO0689.Superseded values are not recommended for survey control.
 PO0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0689.See file dsdata.txt to determine how the superseded data were derived.
 PO0689
 PO0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK3919900194(NAD 83)
 PO0689_MARKER: DD = SURVEY DISK
 PO0689_SETTING: 0 = UNSPECIFIED SETTING
 PO0689
 PO0689  HISTORY     - Date     Condition        Report By
 PO0689  HISTORY     - 1967     MONUMENTED       USGS
 PO0689
 PO0689                          STATION DESCRIPTION
 PO0689
 PO0689'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JFS)
 PO0689'THE STATION IS LOCATED ABOUT 4.0 MI S. AND 1.5 MI W. OF BLAIR, IN
 PO0689'THE NE. QUARTER SEC. 6, T. 20 N., R. 7 W., ON TOP OF A PROMINENT
 PO0689'SHARP-TOPPED, WOODED HILL, ON LAND OWNED BY THE HOLTE BROTHERS AND
 PO0689'ABOUT 0.5 MI S.-SW. OF THE HOLTE BROTHERS RESIDENCE.
 PO0689'
 PO0689'TO REACH THE STATION FROM THE BLAIR POST OFFICE, GO N. ONE-HALF
 PO0689'BLOCK TO COUNTY HWY. S, TURN LEFT AND GO W. FOR 0.15 MI TO JCT
 PO0689'WITH STATE HWY. 95, TURN LEFT AND GO S. AND W. FOR 0.7 MI TO
 PO0689'JCT. WITH U.S. HWY. 53, TURN LEFT AND GO S. ON U.S. HWY. 53 FOR
 PO0689'3.2 MI TO A SUMMIT OF THE HWY. ON A RIDGE AND JCT. OF GRAVEL
 PO0689'RD. SW., TURN RIGHT AND GO SW. AND W. ON GRAVEL FOR 0.2 MI TO A
 PO0689'RIGHT ANGLE TURN TO THE S. AND JCT. OF DRIVE N. TO HOLTE BROS.
 PO0689'RESIDENCE, TURN LEFT AND CONTINUE ON GRAVEL RD. S. AND W. FOR
 PO0689'0.3 MI TO A POINT ABOUT 300 YARDS N. OF A PROMINENT WOODED
 PO0689'HILL, HIKE ACROSS SMALL OPEN FIELD AND TO TOP OF HILL AND
 PO0689'STATION.
 PO0689'
 PO0689'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED HOLTE
 PO0689'1967 CRIMPED ON COPPER WELD RODS DRIVEN FLUSH WITH THE GROUND AND
 PO0689'IN 6 IN. TILE FILLED WITH GRAVEL.
 PO0689'
 PO0689'STATION MARK IS ON HIGHEST POINT OF HILL, 32 FT SW. OF A TWIN
 PO0689'15 IN. OAK TREE, 17 FT S. OF A 12 IN. POPLAR TREE AND 1 FT W. OF
 PO0689'A METAL WITNESS POST.
 PO0689'
 PO0689'REFERENCE MARK NO. 1 IS 8.175 M. (26.82 FT) NE. OF STATION,
 PO0689'ABOUT 4 FT BELOW STATION AND 5 FT W.-SW. OF TWIN 15 IN. OAK
 PO0689'TREE.
 PO0689'
 PO0689'REFERENCE MARK NO. 2 IS 6.815 M. (22.36 FT) S. OF STATION, 15 FT
 PO0689'W. OF A 12 IN. ELM TREE AND 1 FT W. OF A METAL WITNESS POST.
 PO0689'
 PO0689'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0450 ***********************************************************************
 OL0450  DESIGNATION -  HOLY CROSS HOLY CROSS CATH CH
 OL0450  PID         -  OL0450
 OL0450  STATE/COUNTY-  WI/OZAUKEE
 OL0450  USGS QUAD   -  PORT WASHINGTON WEST (1994)
 OL0450
 OL0450                         *CURRENT SURVEY CONTROL
 OL0450  ___________________________________________________________________
 OL0450* NAD 83(1991)-  43 28 17.91718(N)    087 53 55.82342(W)     ADJUSTED  
 OL0450* NAVD 88     -                                                        
 OL0450  ___________________________________________________________________
 OL0450  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 OL0450  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 OL0450
 OL0450  HORZ ORDER  -  THIRD
 OL0450
 OL0450.The horizontal coordinates were established by classical geodetic methods
 OL0450.and adjusted by the National Geodetic Survey in November 1991..
 OL0450
 OL0450
 OL0450.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0450
 OL0450.The geoid height was determined by GEOID03.
 OL0450
 OL0450;                    North         East     Units Scale Factor Converg.
 OL0450;SPC WI S     -   165,627.422   769,985.033   MT  0.99993330   +1 26 37.4
 OL0450;SPC WI S     -   543,395.97  2,526,192.56   sFT  0.99993330   +1 26 37.4
 OL0450;UTM  16      - 4,813,584.536   427,299.735   MT  0.99966501   -0 37 06.3
 OL0450
 OL0450                          SUPERSEDED SURVEY CONTROL
 OL0450
 OL0450  NAD 83(1986)-  43 28 17.90512(N)    087 53 55.82961(W) AD(       ) 4
 OL0450  NAD 27      -  43 28 17.90600(N)    087 53 55.50400(W) AD(       ) 3
 OL0450
 OL0450.Superseded values are not recommended for survey control.
 OL0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0450.See file dsdata.txt to determine how the superseded data were derived.
 OL0450
 OL0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP2730013585(NAD 83)
 OL0450
 OL0450  HISTORY     - Date     Condition        Report By
 OL0450  HISTORY     - 1953     MONUMENTED       CGS
 OL0450  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OL0450  HISTORY     - 19950826 GOOD             USPSQD
 OL0450  HISTORY     - 20020319 GOOD             USPSQD
 OL0450
 OL0450                          STATION DESCRIPTION
 OL0450
 OL0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OL0450'STATION IS THE CROSS AT THE TOP OF THE SPIRE, LOCATED ABOUT
 OL0450'500 FEET NORTHEAST
 OL0450'OF THE JUNCTION OF COUNTY HIGHWAYS A AND B IN HOLY CROSS.  THE SPIRE
 OL0450'IS GREY SHINGLE, RISING ABOUT 40 FEET
 OL0450'ABOVE THE WEST END OF THE STONE CHURCH BUILDING.
 OL0450
 OL0450                          STATION RECOVERY (1971)
 OL0450
 OL0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JGR)
 OL0450'THE STATION IS DESTROYED.  A NEW CHURCH HAS BEEN CONSTRUCTED IN THE
 OL0450'LOCATION OF THE
 OL0450'STATION.
 OL0450
 OL0450                          STATION RECOVERY (1995)
 OL0450
 OL0450'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0450'RECOVERED IN GOOD CONDITION.
 OL0450
 OL0450                          STATION RECOVERY (2002)
 OL0450
 OL0450'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLC)
 OL0450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0784 ***********************************************************************
 OM0784  DESIGNATION -  HOLY HILL
 OM0784  PID         -  OM0784
 OM0784  STATE/COUNTY-  WI/WASHINGTON
 OM0784  USGS QUAD   -  MERTON (1994)
 OM0784
 OM0784                         *CURRENT SURVEY CONTROL
 OM0784  ___________________________________________________________________
 OM0784* NAD 83(1991)-  43 14 52.88210(N)    088 19 42.94987(W)     ADJUSTED  
 OM0784* NAVD 88     -       399.     (meters)    1309.     (feet)  SCALED    
 OM0784  ___________________________________________________________________
 OM0784  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 OM0784  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 OM0784
 OM0784  HORZ ORDER  -  SECOND
 OM0784
 OM0784.The horizontal coordinates were established by classical geodetic methods
 OM0784.and adjusted by the National Geodetic Survey in November 1991..
 OM0784
 OM0784.The orthometric height was scaled from a topographic map.
 OM0784
 OM0784.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0784
 OM0784.The geoid height was determined by GEOID03.
 OM0784
 OM0784;                    North         East     Units Scale Factor Converg.
 OM0784;SPC WI S     -   140,003.362   735,720.585   MT  0.99993611   +1 08 54.3
 OM0784;SPC WI S     -   459,327.70  2,413,776.62   sFT  0.99993611   +1 08 54.3
 OM0784;UTM  16      - 4,789,214.776   392,144.214   MT  0.99974310   -0 54 37.4
 OM0784
 OM0784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0784!SPC WI S     -   0.99994287  x   0.99993611  =   0.99987899
 OM0784!UTM  16      -   0.99994287  x   0.99974310  =   0.99968599
 OM0784
 OM0784:                Primary Azimuth Mark                     Grid Az
 OM0784:SPC WI S     -  SLINGER ST PETERS CATH CH                019 49 29.3
 OM0784:UTM  16      -  SLINGER ST PETERS CATH CH                021 53 01.0
 OM0784
 OM0784|---------------------------------------------------------------------|
 OM0784| PID    Reference Object                     Distance      Geod. Az  |
 OM0784|                                                           dddmmss.s |
 OM0784| OM0819 SLINGER ST PETERS CATH CH           APPROX.10.1 KM 0205823.6 |
 OM0784| OM0748 MENOMONEE FALLS ST MARYS CH         APPROX.19.1 KM 1125730.9 |
 OM0784| OM0787 HOLY HILL LDY MERCY CH E SPIRE      441.126 METERS 1711947.5 |
 OM0784| OM0786 HOLY HILL LDY MERCY CH W SPIRE      423.773 METERS 1724039.3 |
 OM0784| CI9775 HOLY HILL RM 1                       36.320 METERS 17901     |
 OM0784| OM0823 HARTFORD RADIO STA WTKM MAST        APPROX. 5.8 KM 3075702.2 |
 OM0784| OM0824 HARTFORD MUNICIPAL TANK             APPROX. 9.3 KM 3330329.7 |
 OM0784| OM0821 HARTFORD KRAFT CO WATER TANK        APPROX. 8.9 KM 3334131.5 |
 OM0784| CJ7973 HOLY HILL RM 2                       12.241 METERS 33804     |
 OM0784| CI9774 HOLY HILL AZ MK                                    3494301.3 |
 OM0784|---------------------------------------------------------------------|
 OM0784
 OM0784                          SUPERSEDED SURVEY CONTROL
 OM0784
 OM0784  NAD 83(1986)-  43 14 52.87350(N)    088 19 42.95817(W) AD(       ) 2
 OM0784  NAD 27      -  43 14 52.85900(N)    088 19 42.62400(W) AD(       ) 2
 OM0784
 OM0784.Superseded values are not recommended for survey control.
 OM0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0784.See file dsdata.txt to determine how the superseded data were derived.
 OM0784
 OM0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9214489215(NAD 83)
 OM0784_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0784
 OM0784  HISTORY     - Date     Condition        Report By
 OM0784  HISTORY     - 1953     MONUMENTED       CGS
 OM0784  HISTORY     - 1957     SEE DESCRIPTION  CGS
 OM0784
 OM0784                          STATION DESCRIPTION
 OM0784
 OM0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0784'STATION IS LOCATED ON TOP OF THE NORTH ONE OF TWO HILLTOPS
 OM0784'KNOWN AS HOLY HILL, ABOUT 6 MILES SOUTHWEST OF SLINGER AND
 OM0784'ABOUT 0.3 MILE NORTH OF THE CATHOLIC CHURCH WHICH IS AT THE
 OM0784'TOP OF THE HIGHEST HILL.  IT IS 119 FEET NORTH OF A LARGE
 OM0784'BOULDER WHICH IS A RELIGIOUS HISTORIC MARKER, 26 FEET SOUTH
 OM0784'OF A 16 INCH OAK TREE, 15 FEET SOUTHWEST OF AN 8 INCH TWIN
 OM0784'OAK TREE AND 9 FEET EAST OF A 10 INCH TWIN OAK TREE.  THE MARK
 OM0784'IS FLUSH AND THE DISK IS STAMPED HOLY HILL 1953.
 OM0784'
 OM0784'REFERENCE MARK NO. 1 IS IN THE NORTHWEST CORNER OF THE LARGE
 OM0784'BOULDER.  THE DISK IS SET FLUSH IN A DRILL HOLE IN THE BOULDER
 OM0784'AND IT IS STAMPED HOLY HILL NO 1 1953.
 OM0784'
 OM0784'REFERENCE MARK NO. 2 IS 18 FEET NORTHWEST OF THE 16 INCH
 OM0784'OAK TREE.  THE MARK IS A BOULDER ABOUT 1 FOOT SQUARE AND
 OM0784'PROJECTING ABOUT 6 INCHES.  THE DISK IS SET FLUSH IN A DRILLHOLE
 OM0784'IN THE TOP OF THE BOULDER AND IT IS STAMPED HOLY HILL NO 2 1953.
 OM0784'
 OM0784'AZIMUTH MARK IS 100 FEET NORTHWEST OF THE INTERSECTION OF
 OM0784'STATE HIGHWAY 167 AND HOLY HILL ROAD, 32 FEET NORTHEAST OF
 OM0784'THE CENTER OF HIGHWAY 167 AND 4 FEET WEST OF A WHITE WITNESS
 OM0784'POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 OM0784'HOLY HILL 1953.
 OM0784'
 OM0784'TO REACH THE STATION FROM THE CHURCH, GO NORTH ON A GRAVEL
 OM0784'ROAD ON THE EAST SIDE OF THE HILLTOP FOR 0.2 MILES TO A GRAVEL
 OM0784'ROAD LEFT.  TURN LEFT FOR ABOUT 150 FEET TO A PATH RIGHT UP
 OM0784'HILL AND END OF TRUCK TRAVEL.  PACK NORTH UP HILL FOR ABOUT
 OM0784'0.1 MILE TO THE LARGE BOULDER.  CONTINUE NORTH FOR 120 FEET
 OM0784'TO THE STATION.
 OM0784'
 OM0784'TO REACH THE AZIMUTH MARK FROM THE PATH TO STATION, GO WEST
 OM0784'ON GRAVEL ROAD FOR 0.1 MILE TO HOLY HILL ROAD.  TURN RIGHT
 OM0784'AND GO 0.3 MILE TO HIGHWAY 167 AND THE MARK AS DESCRIBED.
 OM0784'
 OM0784'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 OM0784
 OM0784                          STATION RECOVERY (1957)
 OM0784
 OM0784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 OM0784'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE FOUND AS
 OM0784'DESCRIBED AND IN GOOD CONDITION.  THE DISTANCE AND DIRECTION
 OM0784'TO THE REFERENCE MARKS CHECKED.  THE DISTANCE TO THE AZIMUTH
 OM0784'MARK WAS FOUND TO BE 0.2 MILE INSTEAD OF 0.3 MILE AS STATED
 OM0784'IN THE 1953 DESCRIPTION.  THE DIRECTION TO THE AZIMUTH MARK
 OM0784'DID NOT CHECK BY 09.5 SECONDS.
 OM0784'
 OM0784'THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND WITHOUT A
 OM0784'GREAT DEAL OF CLEARING, WHICH IS NOT ALLOWED BY THE HOLY HILL
 OM0784'FATHERS.  THERE IS NO POSSIBLE PLACE FOR A NEW AZIMUTH MARK.
 OM0784'
 OM0784'THE HOLY HILL, OUR LADY OF MERCY CATHOLIC CHURCH, SPIRES,
 OM0784'(EAST AND WEST), WERE NOT VISIBLE FROM THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0786 ***********************************************************************
 OM0786  DESIGNATION -  HOLY HILL LDY MERCY CH W SPIRE
 OM0786  PID         -  OM0786
 OM0786  STATE/COUNTY-  WI/WASHINGTON
 OM0786  USGS QUAD   -  MERTON (1994)
 OM0786
 OM0786                         *CURRENT SURVEY CONTROL
 OM0786  ___________________________________________________________________
 OM0786* NAD 83(1991)-  43 14 39.26216(N)    088 19 40.55580(W)     ADJUSTED  
 OM0786* NAVD 88     -                                                        
 OM0786  ___________________________________________________________________
 OM0786  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 OM0786  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 OM0786
 OM0786  HORZ ORDER  -  THIRD
 OM0786
 OM0786.The horizontal coordinates were established by classical geodetic methods
 OM0786.and adjusted by the National Geodetic Survey in November 1991..
 OM0786
 OM0786
 OM0786.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0786
 OM0786.The geoid height was determined by GEOID03.
 OM0786
 OM0786;                    North         East     Units Scale Factor Converg.
 OM0786;SPC WI S     -   139,584.239   735,783.005   MT  0.99993628   +1 08 56.0
 OM0786;SPC WI S     -   457,952.62  2,413,981.41   sFT  0.99993628   +1 08 56.0
 OM0786;UTM  16      - 4,788,793.762   392,191.528   MT  0.99974297   -0 54 35.5
 OM0786
 OM0786                          SUPERSEDED SURVEY CONTROL
 OM0786
 OM0786  NAD 83(1986)-  43 14 39.25399(N)    088 19 40.56413(W) AD(       ) 4
 OM0786  NAD 27      -  43 14 39.24600(N)    088 19 40.23200(W) AD(       ) 3
 OM0786
 OM0786.Superseded values are not recommended for survey control.
 OM0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0786.See file dsdata.txt to determine how the superseded data were derived.
 OM0786
 OM0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9219288794(NAD 83)
 OM0786
 OM0786  HISTORY     - Date     Condition        Report By
 OM0786  HISTORY     - 1953     MONUMENTED       CGS
 OM0786  HISTORY     - 20021113 GOOD             USPSQD
 OM0786
 OM0786                          STATION DESCRIPTION
 OM0786
 OM0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0786'STATION IS THE CENTER OF THE WEST ONE OF TWO SPIRES OF THE
 OM0786'CATHOLIC CHURCH LOCATED AT THE TOP OF HOLY HILL.  THE SPIRE
 OM0786'IS A BRICK AND WOOD STRUCTURE RISING ABOUT 60 FEET ABOVE THE
 OM0786'WEST CORNER OF THE BRICK CHURCH BUILDING.
 OM0786
 OM0786                          STATION RECOVERY (2002)
 OM0786
 OM0786'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0786'RECOVERED IN GOOD CONDITION.  TO REACH THE STATION FROM HIGHWAY 41/45,
 OM0786'EXIT AT HOLY HILL ROAD (HWY. 167 WEST), GO 4.0 MILES WEST TO HIGHWAY
 OM0786'164, CONTINUE WEST ON HOLY HILL ROAD (HWY. 167) AN ADDITIONAL 3.5
 OM0786'MILES TO THE LARGE SIGN AND ENTRANCE ON THE LEFT.  THE CHURCH'S
 OM0786'PARKING LOT IS 0.5 MILE FROM THE ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0787 ***********************************************************************
 OM0787  DESIGNATION -  HOLY HILL LDY MERCY CH E SPIRE
 OM0787  PID         -  OM0787
 OM0787  STATE/COUNTY-  WI/WASHINGTON
 OM0787  USGS QUAD   -  MERTON (1994)
 OM0787
 OM0787                         *CURRENT SURVEY CONTROL
 OM0787  ___________________________________________________________________
 OM0787* NAD 83(1991)-  43 14 38.75121(N)    088 19 40.00232(W)     ADJUSTED  
 OM0787* NAVD 88     -                                                        
 OM0787  ___________________________________________________________________
 OM0787  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 OM0787  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 OM0787
 OM0787  HORZ ORDER  -  THIRD
 OM0787
 OM0787.The horizontal coordinates were established by classical geodetic methods
 OM0787.and adjusted by the National Geodetic Survey in November 1991..
 OM0787
 OM0787
 OM0787.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0787
 OM0787.The geoid height was determined by GEOID03.
 OM0787
 OM0787;                    North         East     Units Scale Factor Converg.
 OM0787;SPC WI S     -   139,568.725   735,795.805   MT  0.99993629   +1 08 56.4
 OM0787;SPC WI S     -   457,901.73  2,414,023.40   sFT  0.99993629   +1 08 56.4
 OM0787;UTM  16      - 4,788,777.802   392,203.760   MT  0.99974294   -0 54 35.1
 OM0787
 OM0787                          SUPERSEDED SURVEY CONTROL
 OM0787
 OM0787  NAD 83(1986)-  43 14 38.74272(N)    088 19 40.01055(W) AD(       ) 4
 OM0787  NAD 27      -  43 14 38.72600(N)    088 19 39.67600(W) AD(       ) 3
 OM0787
 OM0787.Superseded values are not recommended for survey control.
 OM0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0787.See file dsdata.txt to determine how the superseded data were derived.
 OM0787
 OM0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9220488778(NAD 83)
 OM0787
 OM0787  HISTORY     - Date     Condition        Report By
 OM0787  HISTORY     - 1953     MONUMENTED       CGS
 OM0787  HISTORY     - 20021113 GOOD             USPSQD
 OM0787
 OM0787                          STATION DESCRIPTION
 OM0787
 OM0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0787'STATION IS THE CENTER OF THE EAST ONE OF TWO SPIRES OF THE
 OM0787'CATHOLIC CHURCH LOCATED AT THE TOP OF HOLY HILL.  THE SPIRE IS
 OM0787'A BRICK AND WOOD STRUCTURE RISING ABOUT 60 FEET ABOVE THE EAST
 OM0787'CORNER OF THE BRICK CHURCH BUILDING.
 OM0787
 OM0787                          STATION RECOVERY (2002)
 OM0787
 OM0787'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0787'RECOVERED IN GOOD CONDITION.  TO REACH THE STATION FROM HIGHWAY 41/45,
 OM0787'EXIT AT HOLY HILL ROAD (HWY. 167 WEST), GO 4.0 MILES WEST TO HIGHWAY
 OM0787'164, CONTINUE WEST ON HOLY HILL ROAD (HWY. 167) AN ADDITIONAL 3.5
 OM0787'MILES TO THE LARGE SIGN AND ENTRANCE ON THE LEFT.  THE CHURCH'S
 OM0787'PARKING LOT IS 0.5 MILE FROM THE ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0508 ***********************************************************************
 PM0508  DESIGNATION -  HOMER
 PM0508  PID         -  PM0508
 PM0508  STATE/COUNTY-  WI/DOOR
 PM0508  USGS QUAD   -  LITTLE STURGEON (1982)
 PM0508
 PM0508                         *CURRENT SURVEY CONTROL
 PM0508  ___________________________________________________________________
 PM0508* NAD 83(1991)-  44 50 18.85143(N)    087 36 28.25936(W)     ADJUSTED  
 PM0508* NAVD 88     -       194.     (meters)     636.     (feet)  SCALED    
 PM0508  ___________________________________________________________________
 PM0508  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 PM0508  GEOID HEIGHT-         -36.61  (meters)                     GEOID03
 PM0508
 PM0508  HORZ ORDER  -  SECOND
 PM0508
 PM0508.The horizontal coordinates were established by classical geodetic methods
 PM0508.and adjusted by the National Geodetic Survey in November 1991..
 PM0508
 PM0508.The orthometric height was scaled from a topographic map.
 PM0508
 PM0508.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0508
 PM0508.The geoid height was determined by GEOID03.
 PM0508
 PM0508;                    North         East     Units Scale Factor Converg.
 PM0508;SPC WI C     -   114,485.956   789,103.820   MT  0.99994092   +1 41 16.2
 PM0508;SPC WI C     -   375,609.34  2,588,918.12   sFT  0.99994092   +1 41 16.2
 PM0508;UTM  16      - 4,965,197.504   451,957.795   MT  0.99962838   -0 25 43.0
 PM0508
 PM0508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0508!SPC WI C     -   0.99997533  x   0.99994092  =   0.99991625
 PM0508!UTM  16      -   0.99997533  x   0.99962838  =   0.99960372
 PM0508
 PM0508                          SUPERSEDED SURVEY CONTROL
 PM0508
 PM0508  NAD 83(1986)-  44 50 18.84427(N)    087 36 28.25055(W) AD(       ) 2
 PM0508  NAD 27      -  44 50 18.86500(N)    087 36 27.89100(W) AD(       ) 2
 PM0508
 PM0508.Superseded values are not recommended for survey control.
 PM0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0508.See file dsdata.txt to determine how the superseded data were derived.
 PM0508
 PM0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5195865198(NAD 83)
 PM0508_MARKER: N = NAIL
 PM0508_SETTING: 0 = UNSPECIFIED SETTING
 PM0508
 PM0508  HISTORY     - Date     Condition        Report By
 PM0508  HISTORY     - 1953     MONUMENTED       USLS
 PM0508
 PM0508                          STATION DESCRIPTION
 PM0508
 PM0508'DESCRIBED BY US LAKE SURVEY 1953 (ELJ)
 PM0508'HOMER (USLS 1951) IS 54 FEET SOUTH OF THE BLUFF, 45 FEET NORTHEAST OF
 PM0508'THE NORTHEAST CORNER OF THE BARN AND 4 FEET NORTH OF THE FENCE LINE.
 PM0508'THE MARK IS A 6 INCH WELL CASING FILLED WITH CONCRETE WITH A 1/4
 PM0508'INCH BRONZE NAIL IN THE CENTER OF THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7711 ***********************************************************************
 DE7711  DESIGNATION -  HOMESTEAD
 DE7711  PID         -  DE7711
 DE7711  STATE/COUNTY-  WI/OZAUKEE
 DE7711  USGS QUAD   -  THIENSVILLE (1976)
 DE7711
 DE7711                         *CURRENT SURVEY CONTROL
 DE7711  ___________________________________________________________________
 DE7711* NAD 83(1986)-  43 13 18.     (N)    087 58 26.     (W)     SCALED    
 DE7711* NAVD 88     -       212.115  (meters)     695.91   (feet)  ADJUSTED  
 DE7711  ___________________________________________________________________
 DE7711  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 DE7711  DYNAMIC HT  -         212.064 (meters)     695.75  (feet)  COMP
 DE7711  MODELED GRAV-     980,371.3   (mgal)                       NAVD 88
 DE7711
 DE7711  VERT ORDER  -  SECOND    CLASS I
 DE7711
 DE7711.The horizontal coordinates were scaled from a topographic map and have
 DE7711.an estimated accuracy of +/- 6 seconds.
 DE7711
 DE7711.The orthometric height was determined by differential leveling
 DE7711.and adjusted by the National Geodetic Survey in May 2003..
 DE7711
 DE7711.The geoid height was determined by GEOID03.
 DE7711
 DE7711.The dynamic height is computed by dividing the NAVD 88
 DE7711.geopotential number by the normal gravity value computed on the
 DE7711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7711.degrees latitude (g = 980.6199 gals.).
 DE7711
 DE7711.The modeled gravity was interpolated from observed gravity values.
 DE7711
 DE7711;                    North         East    Units  Estimated Accuracy
 DE7711;SPC WI S     -   137,720.      764,590.      MT  (+/- 180 meters Scaled)
 DE7711
 DE7711                          SUPERSEDED SURVEY CONTROL
 DE7711
 DE7711.No superseded survey control is available for this station.
 DE7711
 DE7711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN209858(NAD 83)
 DE7711_MARKER: DD = SURVEY DISK
 DE7711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7711_STAMPING: HOMESTEAD
 DE7711_MARK LOGO: WI3002
 DE7711_PROJECTION: FLUSH
 DE7711_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE7711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7711+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2003
 DE7711
 DE7711  HISTORY     - Date     Condition        Report By
 DE7711  HISTORY     - 1990     MONUMENTED       WI3002
 DE7711  HISTORY     - 20010508 GOOD             WIDT
 DE7711  HISTORY     - 20031109 GOOD             USPSQD
 DE7711
 DE7711                          STATION DESCRIPTION
 DE7711
 DE7711'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7711'THE STATION IS LOCATED ABOUT 22 KM NORTH-NORTHWEST OF MILWAUKEE IN
 DE7711'MEQUON.  OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION. TO REACH
 DE7711'THE STATION FROM THE JUNCTION OF STATE HIGHWAY 57 SOUTH (CEDARBURG
 DE7711'ROAD) WITH STATE HIGHWAY 57 NORTH AND STATE HIGHWAY 167 EAST (MEQUON
 DE7711'ROAD) IN THE CITY OF MEQUON, GO EAST ON STATE HIGHWAY 57 NORTH AND
 DE7711'STATE HIGHWAY 167 EAST (MEQUON ROAD) FOR 0.6 KM TO RIVER TRAIL ROAD
 DE7711'ON THE RIGHT AND EAST GATE ROAD AND THE STATION ON THE LEFT.  THE
 DE7711'STATION IS A BRONZE CITY OF MEQUON HIGH PRECISION GPS STATION DISK
 DE7711'SET IN THE TOP OF A 50-CM DIAMETER CONCRETE POST SET TO A DEPTH OF
 DE7711'1.8 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 6.1
 DE7711'M NORTH OF THE CENTERLINE OF THE EASTBOUND LANES OF STATE HIGHWAY 167
 DE7711'(MEQUON ROAD), 17.3 M EAST OF A STOP LIGHT, 12.8 M WEST OF A WOOD
 DE7711'POST FOR A TRAFFIC SIGN, 9.8 M SOUTH OF THE CENTERLINE OF THE WEST
 DE7711'BOUND LANES OF STATE HIGHWAY 167 (MEQUON ROAD), AND 0.5 M WEST OF AN
 DE7711'ORANGE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DE7711'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON
 DE7711'EXCEPT FOR A STOP LIGHT EXTENDING TO 30 DEGREES, A TREE TO THE
 DE7711'SOUTHWEST EXTENDING TO 28 DEGREES, A TREE TO THE SOUTH EXTENDING TO
 DE7711'26 DEGREES, AND A TREE TO THE SOUTHEAST EXTENDING TO 26 DEGREES.
 DE7711
 DE7711                          STATION RECOVERY (2003)
 DE7711
 DE7711'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7711'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0991 ***********************************************************************
 NH0991  DESIGNATION -  HONEY
 NH0991  PID         -  NH0991
 NH0991  STATE/COUNTY-  WI/WALWORTH
 NH0991  USGS QUAD   -  BURLINGTON (1987)
 NH0991
 NH0991                         *CURRENT SURVEY CONTROL
 NH0991  ___________________________________________________________________
 NH0991* NAD 83(1991)-  42 44 30.24199(N)    088 22 17.46335(W)     ADJUSTED  
 NH0991* NAVD 88     -       301.99   (+/-2cm)     990.8    (feet)  VERTCON   
 NH0991  ___________________________________________________________________
 NH0991  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 NH0991  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 NH0991
 NH0991  HORZ ORDER  -  THIRD
 NH0991  VERT ORDER  -  THIRD ? (See Below)
 NH0991
 NH0991.The horizontal coordinates were established by classical geodetic methods
 NH0991.and adjusted by the National Geodetic Survey in November 1991..
 NH0991
 NH0991.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH0991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH0991.The vertical order pertains to the NGVD 29 superseded value.
 NH0991
 NH0991.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0991
 NH0991.The geoid height was determined by GEOID03.
 NH0991
 NH0991;                    North         East     Units Scale Factor Converg.
 NH0991;SPC WI S     -    83,702.362   733,334.129   MT  0.99999832   +1 07 08.2
 NH0991;SPC WI S     -   274,613.50  2,405,947.05   sFT  0.99999832   +1 07 08.2
 NH0991;UTM  16      - 4,733,047.410   387,741.930   MT  0.99975504   -0 55 51.4
 NH0991
 NH0991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0991!SPC WI S     -   0.99995801  x   0.99999832  =   0.99995633
 NH0991!UTM  16      -   0.99995801  x   0.99975504  =   0.99971306
 NH0991
 NH0991|---------------------------------------------------------------------|
 NH0991| PID    Reference Object                     Distance      Geod. Az  |
 NH0991|                                                           dddmmss.s |
 NH0991| CJ7975 HONEY RM 1                           16.625 METERS 01400     |
 NH0991| NH0999 HONEY 1957 AZ MK 2                  419.301 METERS 0831638.2 |
 NH0991| CJ7974 HONEY AZ MK                                        0843424.5 |
 NH0991| NH1000 HONEY 2                               6.730 METERS 14912     |
 NH0991| NH1011 SPRING PRAIRIE RAD KSD 94 MAST      APPROX. 5.9 KM 2062804.5 |
 NH0991| CJ7976 HONEY RM 2                           13.226 METERS 26820     |
 NH0991| NH1022 EAST TROY MUNICIPAL TANK            APPROX. 5.5 KM 3292808.9 |
 NH0991|---------------------------------------------------------------------|
 NH0991
 NH0991                          SUPERSEDED SURVEY CONTROL
 NH0991
 NH0991  NAD 83(1986)-  42 44 30.23651(N)    088 22 17.47232(W) AD(       ) 3
 NH0991  NAD 27      -  42 44 30.18170(N)    088 22 17.12930(W) AD(       ) 3
 NH0991  NGVD 29 (07/19/86)  302.06   (m)          991.0    (f) LEVELING    3  
 NH0991
 NH0991.Superseded values are not recommended for survey control.
 NH0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0991.See file dsdata.txt to determine how the superseded data were derived.
 NH0991
 NH0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8774233047(NAD 83)
 NH0991_MARKER: DS = TRIANGULATION STATION DISK
 NH0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0991_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NH0991_MAGNETIC: N = NO MAGNETIC MATERIAL
 NH0991
 NH0991  HISTORY     - Date     Condition        Report By
 NH0991  HISTORY     - 1957     MONUMENTED       CGS
 NH0991  HISTORY     - 1975     GOOD             LOCENG
 NH0991  HISTORY     - 1976     GOOD             NGS
 NH0991  HISTORY     - 1979     GOOD             NGS
 NH0991
 NH0991                          STATION DESCRIPTION
 NH0991
 NH0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH0991'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF EAST TROY,
 NH0991'ABOUT 8 MILES WEST OF WATERFORD AND ON THE RIGHT-OF-WAY OF
 NH0991'COUNTY HIGHWAY D.  IT IS 25 FEET SOUTH OF THE CENTERLINE
 NH0991'OF COUNTY HIGHWAY D, 18 FEET WEST OF A FENCE CORNER, 4
 NH0991'FEET NORTHWEST OF A WHITE WITNESS POST, 16 FEET WEST OF A POWER
 NH0991'LINE POLE AND 2 FEET NORTH OF A FENCE.  THE MONUMENT IS
 NH0991'FLUSH AND THE DISK IS STAMPED HONEY 1957.
 NH0991'
 NH0991'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY
 NH0991'D AND COUNTY HIGHWAY G, ABOUT 2.6 MILES SOUTH OF EAST TROY,
 NH0991'GO EAST ON HIGHWAY D FOR 1.75 MILES TO THE STATION ON THE
 NH0991'RIGHT, SOUTH SIDE OF THE ROAD.
 NH0991'
 NH0991'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON HIGHWAY
 NH0991'D FOR 0.3 MILE TO A SIDE ROAD LEFT AND THE AZIMUTH MARK
 NH0991'IN THE NORTHEAST CORNER OF THE INTERSECTION.
 NH0991'
 NH0991'REFERENCE MARK 1 IS 28 FEET NORTH OF THE CENTERLINE OF HIGHWAY
 NH0991'D, 47 FEET EAST OF A TELEPHONE POLE AND 4 FEET SOUTHWEST OF
 NH0991'A FENCE CORNER.  THE MONUMENT PROJECTS 2 INCHES AND THE
 NH0991'DISK IS STAMPED HONEY NO 1 1957.
 NH0991'
 NH0991'REFERENCE MARK 2 IS 47 FEET WEST OF A WHITE WITNESS POST,
 NH0991'26 FEET SOUTH OF THE CENTERLINE OF HIGHWAY D AND 1 FOOT
 NH0991'NORTH OF A FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE
 NH0991'DISK IS STAMPED HONEY NO 2 1957.
 NH0991'
 NH0991'THE AZIMUTH MARK IS 100 FEET NORTH OF THE CENTERLINE OF HIGHWAY
 NH0991'D, 19 FEET EAST OF THE CENTERLINE OF A PAVED ROAD, 3 FEET SOUTH
 NH0991'OF A POWER LINE POLE, 2 FEET NORTH OF A WHITE WITNESS POST
 NH0991'AND 1 FOOT WEST OF A FENCE.  THE MONUMENT PROJECTS 6 INCHES
 NH0991'AND THE DISK IS STAMPED HONEY 1957.
 NH0991'
 NH0991'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NH0991
 NH0991                          STATION RECOVERY (1975)
 NH0991
 NH0991'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (GME)
 NH0991'RECOVERED BY NIELSEN-MADSEN CONSULTING ENGINEERS
 NH0991'
 NH0991'HONEY 1957-GOOD
 NH0991'
 NH0991'R.M. 1 HONEY 1 1957-GOOD
 NH0991'
 NH0991'R.M. 2 HONEY 2 1957-GOOD
 NH0991'
 NH0991'AZ MK HONEY 1957-MON FOUND LAYING ON SIDE IN DITCH (DESTROYED)
 NH0991
 NH0991                          STATION RECOVERY (1976)
 NH0991
 NH0991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 NH0991'THE STATION, REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD
 NH0991'CONDITION.  THE AZIMUTH MARK WAS FOUND LAYING ON THE GROUND PROBALLY
 NH0991'DESTROYED BY A TELEPHONE UNDERGROUND CONSTRUCTION.  THE DISTANCE TO
 NH0991'THE REFERENCE MARKS CHECKED, THE ANGLE BETWEEN THE MARKS WAS
 NH0991'GREATER BY 3 MINUTES 14 SECONDS.  A NEW AZIMUTH MARK WAS
 NH0991'ESTABLISHED AT THIS TIME.  THE DESCRIPTION AND THE TO REACH IS
 NH0991'ADEQUATE WITH THE EXCEPTIONS.  A WITNESS POST WAS SET 1 FOOT
 NH0991'EAST OF THE STATION MARK AND A WITNESS POST WAS SET 1 FOOT NORTH
 NH0991'OF REFERENCE MARK 1.
 NH0991'
 NH0991'AZI 2 IS 129 FEET NORTH OF THE CENTERLINE OF COUNTY ROAD D, 31 FEET
 NH0991'EAST OF THE CENTERLINE OF HAMMS ROAD, 2 FEET SOUTH OF A POWER
 NH0991'POLE, 1 FOOT NORTH OF A METAL WITNESS POST, A STANDARD DISK STAMPED
 NH0991'HONEY AZI 2 1976.
 NH0991'
 NH0991'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON COUNTY ROAD D
 NH0991'FOR 0.3 MILE TO A CROSSROAD (HAMMS ROAD) AND THE MARK LEFT AS
 NH0991'DESCRIBED.
 NH0991'
 NH0991'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTHEAST
 NH0991'OF EAST TROY.
 NH0991'
 NH0991'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 NH0991
 NH0991                          STATION RECOVERY (1979)
 NH0991
 NH0991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 NH0991'STATION MARK, REFERENCE MARKS 1 AND 2 AND THE 1976 AZIMUTH MARK
 NH0991'FOUND IN GOOD CONDITION.  ALL THE MARKS EXCEPT THE AZIMUTH MARK
 NH0991'WERE IN THE WAY OF ROAD WIDENING AND WERE DESTROYED AFTER
 NH0991'ESTABLISHING HONEY 2.  THE STATION UNDERGROUND MARK WAS LEFT
 NH0991'INTACT.  FOR DETAILS SEE HONEY 2 DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1000 ***********************************************************************
 NH1000  DESIGNATION -  HONEY 2
 NH1000  PID         -  NH1000
 NH1000  STATE/COUNTY-  WI/WALWORTH
 NH1000  USGS QUAD   -  BURLINGTON (1987)
 NH1000
 NH1000                         *CURRENT SURVEY CONTROL
 NH1000  ___________________________________________________________________
 NH1000* NAD 83(1991)-  42 44 30.05466(N)    088 22 17.31181(W)     ADJUSTED  
 NH1000* NAVD 88     -       302.44   (+/-2cm)     992.3    (feet)  VERTCON   
 NH1000  ___________________________________________________________________
 NH1000  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 NH1000  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 NH1000
 NH1000  HORZ ORDER  -  THIRD
 NH1000  VERT ORDER  -  THIRD ? (See Below)
 NH1000
 NH1000.The horizontal coordinates were established by classical geodetic methods
 NH1000.and adjusted by the National Geodetic Survey in November 1991..
 NH1000.No horizontal observational check was made to the station.
 NH1000
 NH1000.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1000.The vertical order pertains to the NGVD 29 superseded value.
 NH1000
 NH1000.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1000
 NH1000.The geoid height was determined by GEOID03.
 NH1000
 NH1000;                    North         East     Units Scale Factor Converg.
 NH1000;SPC WI S     -    83,696.650   733,337.688   MT  0.99999833   +1 07 08.3
 NH1000;SPC WI S     -   274,594.76  2,405,958.73   sFT  0.99999833   +1 07 08.3
 NH1000;UTM  16      - 4,733,041.576   387,745.282   MT  0.99975503   -0 55 51.3
 NH1000
 NH1000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1000!SPC WI S     -   0.99995794  x   0.99999833  =   0.99995627
 NH1000!UTM  16      -   0.99995794  x   0.99975503  =   0.99971298
 NH1000
 NH1000:                Primary Azimuth Mark                     Grid Az
 NH1000:SPC WI S     -  HONEY 1957 AZ MK 2                       081 18 47.8
 NH1000:UTM  16      -  HONEY 1957 AZ MK 2                       083 21 47.4
 NH1000
 NH1000|---------------------------------------------------------------------|
 NH1000| PID    Reference Object                     Distance      Geod. Az  |
 NH1000|                                                           dddmmss.s |
 NH1000| NH0999 HONEY 1957 AZ MK 2                  416.600 METERS 0822556.1 |
 NH1000| CJ7977 HONEY 2 RM 3                          2.235 METERS 08603     |
 NH1000| CJ7978 HONEY 2 RM 4                         25.025 METERS 27946     |
 NH1000| NH0991 HONEY                                 6.730 METERS 32912     |
 NH1000|---------------------------------------------------------------------|
 NH1000
 NH1000                          SUPERSEDED SURVEY CONTROL
 NH1000
 NH1000  NAD 83(1986)-  42 44 30.04910(N)    088 22 17.32071(W) AD(       ) 3
 NH1000  NAD 27      -  42 44 29.99437(N)    088 22 16.97776(W) AD(       ) 3
 NH1000  NGVD 29 (07/19/86)  302.51   (m)          992.5    (f) LEVELING    3  
 NH1000
 NH1000.Superseded values are not recommended for survey control.
 NH1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1000.See file dsdata.txt to determine how the superseded data were derived.
 NH1000
 NH1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8774533042(NAD 83)
 NH1000_MARKER: DS = TRIANGULATION STATION DISK
 NH1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1000_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NH1000_MAGNETIC: N = NO MAGNETIC MATERIAL
 NH1000_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NH1000+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2006
 NH1000
 NH1000  HISTORY     - Date     Condition        Report By
 NH1000  HISTORY     - 1979     MONUMENTED       NGS
 NH1000  HISTORY     - 20060805 GOOD             USPSQD
 NH1000
 NH1000                          STATION DESCRIPTION
 NH1000
 NH1000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 NH1000'THE STATION IS LOCATED ABOUT 8 MILES WEST OF WATERFORD, 4 MILES SOUTH
 NH1000'OF EAST TROY AND ALONG THE SOUTH SIDE OF COUNTY ROAD D AND ON HIGHWAY
 NH1000'PROPERTY.
 NH1000'
 NH1000'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD G AND
 NH1000'COUNTY ROAD D WHICH IS ABOUT 2.25 MILE SOUTH OF EAST TROY, GO EAST ON
 NH1000'COUNTY ROAD D FOR 1.8 MILE TO THE STATION ON THE RIGHT.  CONTINUE
 NH1000'AHEAD, EAST ON ROAD D FOR 0.3 MILE TO HAMMS ROAD AND AZIMUTH MARK
 NH1000'LEFT AS NOTED.  THE STATION IS 44.5 FEET SOUTH OF CENTERLINE OF
 NH1000'COUNTY ROAD D, 8 FEET WEST OF A FENCELINE, 6 FEET WEST OF A RIGHT
 NH1000'OF WAY ROAD MARKER AND 1 FOOT EAST OF A METAL WITNESS POST.  THE
 NH1000'MARK IS FLUSH AND THE DISK IS STAMPED HONEY 2 1979.
 NH1000'
 NH1000'REFERENCE MARK 3 IS AN 3 FOOT ALUMINUM MARKER THAT PROJECTS 4
 NH1000'INCHES, IT IS 44 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1 FOOT
 NH1000'WEST OF THE FENCELINE AND 1 FOOT NORTHEAST OF THE RIGHT OF WAY
 NH1000'MARKER.  THE DISK IS STAMPED HONEY 2 NO 3 1979.
 NH1000'
 NH1000'REFERENCE MARK 4 IS 31 FEET SOUTH OF CENTERLINE OF THE ROAD AND 3
 NH1000'FEET EAST OF POWER LINE POLE NUMBER 45 5, THE MARK IS FLUSH AND THE
 NH1000'DISK IS STAMPED HONEY 2 NO 4 1979.
 NH1000'
 NH1000'THE AZIMUTH MARK IS 133 FEET NORTH OF CENTERLINE OF ROAD D, 30 FEET
 NH1000'EAST OF HAMMS ROAD, 2 FEET SOUTH OF A POWER LINE POLE AND 1 FOOT
 NH1000'NORTH OF A METAL WITNESS POST.  THE MARK IS FLUSH AND THE DISK
 NH1000'STAMPED HONEY 1957 1976.
 NH1000
 NH1000                          STATION RECOVERY (2006)
 NH1000
 NH1000'RECOVERY NOTE BY US POWER SQUADRON 2006
 NH1000'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED IN GOOD
 NH1000'CONDITION.  THE STATION IS LOCATED UNDER TREES APPROXIMATELY 234 FEET
 NH1000'EAST OF THE CENTERLINE OF DRIVEWAY TO --W1419--.
 NH1000'REFERENCE MARK 3 IS 1 FOOT NORTHEAST OF A METAL WITNESS POST.
 NH1000'REFERENCE MARK 4 IS APPROXIMATELY 152 FEET EAST OF THE CENTERLINE OF
 NH1000'THE DRIVEWAY TO --W1419--, 3.5 FEET EAST OF POWER POLE --79-11329--,
 NH1000'AND 7 INCHES NORTH OF A METAL WITNESS POST.
 NH1000'THE AZIMUTH MARK IS 6 INCHES SOUTH OF POWER POLE --99-18110-- WITH ONE
 NH1000'GUY WIRE AND 2 FEET NORTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5106 ***********************************************************************
 DH5106  DESIGNATION -  HONEY CREEK C GPS
 DH5106  PID         -  DH5106
 DH5106  STATE/COUNTY-  WI/SAUK
 DH5106  USGS QUAD   -  BLACK HAWK (1975)
 DH5106
 DH5106                         *CURRENT SURVEY CONTROL
 DH5106  ___________________________________________________________________
 DH5106* NAD 83(1997)-  43 20 38.67681(N)    089 53 56.82029(W)     ADJUSTED  
 DH5106* NAVD 88     -                                                        
 DH5106  ___________________________________________________________________
 DH5106  X           -       8,180.338 (meters)                     COMP
 DH5106  Y           -  -4,645,947.997 (meters)                     COMP
 DH5106  Z           -   4,355,526.478 (meters)                     COMP
 DH5106  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 DH5106  ELLIP HEIGHT-         213.78  (meters)          (08/01/05) GPS OBS
 DH5106  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 DH5106
 DH5106  HORZ ORDER  -  FIRST
 DH5106  ELLP ORDER  -  SECOND    CLASS I
 DH5106
 DH5106.The horizontal coordinates were established by GPS observations
 DH5106.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5106
 DH5106
 DH5106.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5106
 DH5106.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5106
 DH5106.The ellipsoidal height was determined by GPS observations
 DH5106.and is referenced to NAD 83.
 DH5106
 DH5106.The geoid height was determined by GEOID03.
 DH5106
 DH5106;                    North         East     Units Scale Factor Converg.
 DH5106;SPC WI S     -   149,318.850   608,179.519   MT  0.99993304   +0 04 09.5
 DH5106;SPC WI S     -   489,890.26  1,995,335.64   sFT  0.99993304   +0 04 09.5
 DH5106;UTM  16      - 4,803,107.443   265,014.648   MT  1.00027929   -1 59 26.9
 DH5106
 DH5106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5106!SPC WI S     -   0.99996648  x   0.99993304  =   0.99989952
 DH5106!UTM  16      -   0.99996648  x   1.00027929  =   1.00024576
 DH5106
 DH5106                          SUPERSEDED SURVEY CONTROL
 DH5106
 DH5106.No superseded survey control is available for this station.
 DH5106
 DH5106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP6501503107(NAD 83)
 DH5106_MARKER: DD = SURVEY DISK
 DH5106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5106_STAMPING: HONEY CREEK D GPS 2004
 DH5106_MARK LOGO: WIDT  
 DH5106_PROJECTION: FLUSH
 DH5106_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5106+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5106
 DH5106  HISTORY     - Date     Condition        Report By
 DH5106  HISTORY     - 2003     MONUMENTED       WIDT
 DH5106
 DH5106                          STATION DESCRIPTION
 DH5106
 DH5106'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5106'OWNERSHIP--SAUK COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF US
 DH5106'HIGHWAY 12 WITH  COUNTY HIGHWAY C ABOUT 8.0 MI SOUTH OF THE CITY OF
 DH5106'BARABOO, GO WEST ON COUNTY HIGHWAY  C FOR 8.15 MI TO DENZER ROAD,
 DH5106'CONTINUE WEST ON COUNTY HIGHWAY C FOR 0.6 MI TO THE  STATION ON THE
 DH5106'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH5106'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DH5106'DIAMETER CONCRETE POST  ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DH5106'STATION IS 8.6 M NORTH OF THE CENTERLINE OF  COUNTY HIGHWAY C, 94 M
 DH5106'WEST OF THE CENTERLINE OF PRIVATE ENTRANCE --E8472--, 40.6 M EAST  OF
 DH5106'TELEPHONE PEDESTAL --148--, 23.0 M NORTHWEST OF POWER  POLE --10-5-16
 DH5106'47/25--, 2 M SOUTH OF A CULTIVATED FIELD, 1.0 M EAST OF AN ORANGE 4X4
 DH5106'PLASTIC  WITNESS POST AND 1.0 M WEST OF AN ORANGE 4X4 PLASTIC WITNESS
 DH5106'POST.  ---NOTE---THIS STATION  HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DH5106'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5107 ***********************************************************************
 DH5107  DESIGNATION -  HONEY CREEK E GPS
 DH5107  PID         -  DH5107
 DH5107  STATE/COUNTY-  WI/SAUK
 DH5107  USGS QUAD   -  SAUK PRAIRIE (1975)
 DH5107
 DH5107                         *CURRENT SURVEY CONTROL
 DH5107  ___________________________________________________________________
 DH5107* NAD 83(1997)-  43 19 28.71180(N)    089 51 00.97072(W)     ADJUSTED  
 DH5107* NAVD 88     -                                                        
 DH5107  ___________________________________________________________________
 DH5107  X           -      12,145.063 (meters)                     COMP
 DH5107  Y           -  -4,647,416.044 (meters)                     COMP
 DH5107  Z           -   4,353,951.123 (meters)                     COMP
 DH5107  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 DH5107  ELLIP HEIGHT-         206.79  (meters)          (08/01/05) GPS OBS
 DH5107  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 DH5107
 DH5107  HORZ ORDER  -  FIRST
 DH5107  ELLP ORDER  -  SECOND    CLASS I
 DH5107
 DH5107.The horizontal coordinates were established by GPS observations
 DH5107.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5107
 DH5107
 DH5107.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5107
 DH5107.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5107
 DH5107.The ellipsoidal height was determined by GPS observations
 DH5107.and is referenced to NAD 83.
 DH5107
 DH5107.The geoid height was determined by GEOID03.
 DH5107
 DH5107;                    North         East     Units Scale Factor Converg.
 DH5107;SPC WI S     -   147,165.765   612,143.869   MT  0.99993344   +0 06 10.4
 DH5107;SPC WI S     -   482,826.35  2,008,342.01   sFT  0.99993344   +0 06 10.4
 DH5107;UTM  16      - 4,800,812.495   268,900.352   MT  1.00025701   -1 57 23.5
 DH5107
 DH5107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5107!SPC WI S     -   0.99996757  x   0.99993344  =   0.99990101
 DH5107!UTM  16      -   0.99996757  x   1.00025701  =   1.00022457
 DH5107
 DH5107                          SUPERSEDED SURVEY CONTROL
 DH5107
 DH5107.No superseded survey control is available for this station.
 DH5107
 DH5107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP6890000812(NAD 83)
 DH5107_MARKER: DD = SURVEY DISK
 DH5107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5107_STAMPING: HONEY CREEK E GPS 2004
 DH5107_MARK LOGO: WIDT  
 DH5107_PROJECTION: FLUSH
 DH5107_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5107+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5107
 DH5107  HISTORY     - Date     Condition        Report By
 DH5107  HISTORY     - 2003     MONUMENTED       WIDT
 DH5107
 DH5107                          STATION DESCRIPTION
 DH5107
 DH5107'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5107'OWNERSHIP--TOWN OF HONEY CREEK.  TO REACH THE STATION FROM THE
 DH5107'JUNCTION OF US  HIGHWAY 12 WITH COUNTY HIGHWAY C ABOUT 8.0 MI SOUTH OF
 DH5107'THE CITY OF BARABOO, GO WEST,  THEN SOUTHWEST ON COUNTY HIGHWAY C FOR
 DH5107'6.0 MI TO PRAIRIE ROAD ON THE LEFT, TURN LEFT  AND GO EAST ON PRAIRIE
 DH5107'ROAD FOR 0.6 MI TO THE STATION ON THE RIGHT.  THE STATION IS A  BRONZE
 DH5107'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH5107'DISK  SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT 0.5 M
 DH5107'BELOW THE ROAD PAVEMENT.   THE STATION IS 6.7 M SOUTH OF THE
 DH5107'CENTERLINE OF PRAIRIE ROAD, 43.9 M WEST-SOUTHWEST OF  POWER POLE
 DH5107'--10-5-24 21/10--, 23 M EAST OF THE EXTENDED CENTERLINE OF A FIELD
 DH5107'ENTRANCE, 2 M  NORTH OF CULTIVATED FIELD, 1.0 M EAST OF AN ORANGE 4X4
 DH5107'PLASTIC WITNESS POST AND 1.0 M  WEST OF AN ORANGE 4X4 PLASTIC WITNESS
 DH5107'POST.  ---NOTE---THIS STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING
 DH5107'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5102 ***********************************************************************
 DH5102  DESIGNATION -  HONEY CREEK W GPS
 DH5102  PID         -  DH5102
 DH5102  STATE/COUNTY-  WI/SAUK
 DH5102  USGS QUAD   -  BLACK HAWK (1975)
 DH5102
 DH5102                         *CURRENT SURVEY CONTROL
 DH5102  ___________________________________________________________________
 DH5102* NAD 83(1997)-  43 19 20.49902(N)    089 57 13.43587(W)     ADJUSTED  
 DH5102* NAVD 88     -                                                        
 DH5102  ___________________________________________________________________
 DH5102  X           -       3,753.063 (meters)                     COMP
 DH5102  Y           -  -4,647,606.768 (meters)                     COMP
 DH5102  Z           -   4,353,769.058 (meters)                     COMP
 DH5102  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 DH5102  ELLIP HEIGHT-         210.18  (meters)          (08/01/05) GPS OBS
 DH5102  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 DH5102
 DH5102  HORZ ORDER  -  FIRST
 DH5102  ELLP ORDER  -  SECOND    CLASS I
 DH5102
 DH5102.The horizontal coordinates were established by GPS observations
 DH5102.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5102
 DH5102
 DH5102.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5102
 DH5102.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5102
 DH5102.The ellipsoidal height was determined by GPS observations
 DH5102.and is referenced to NAD 83.
 DH5102
 DH5102.The geoid height was determined by GEOID03.
 DH5102
 DH5102;                    North         East     Units Scale Factor Converg.
 DH5102;SPC WI S     -   146,902.467   603,752.690   MT  0.99993349   +0 01 54.4
 DH5102;SPC WI S     -   481,962.51  1,980,811.95   sFT  0.99993349   +0 01 54.4
 DH5102;UTM  16      - 4,800,850.916   260,502.212   MT  1.00030564   -2 01 39.1
 DH5102;UTM  15      - 4,801,120.722   747,001.279   MT  1.00035055   +2 05 28.0
 DH5102
 DH5102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5102!SPC WI S     -   0.99996704  x   0.99993349  =   0.99990053
 DH5102!UTM  16      -   0.99996704  x   1.00030564  =   1.00027267
 DH5102!UTM  15      -   0.99996704  x   1.00035055  =   1.00031758
 DH5102
 DH5102                          SUPERSEDED SURVEY CONTROL
 DH5102
 DH5102.No superseded survey control is available for this station.
 DH5102
 DH5102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP6050200851(NAD 83)
 DH5102_MARKER: DD = SURVEY DISK
 DH5102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5102_STAMPING: HONEY CREEK W GPS 2004
 DH5102_MARK LOGO: WIDT  
 DH5102_PROJECTION: FLUSH
 DH5102_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5102+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DH5102
 DH5102  HISTORY     - Date     Condition        Report By
 DH5102  HISTORY     - 2004     MONUMENTED       WIDT
 DH5102
 DH5102                          STATION DESCRIPTION
 DH5102
 DH5102'DESCRIBED BY WI DEPT OF TRANSP 2004 (TSS)
 DH5102'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY PF AND COUNTY
 DH5102'HIGHWAY C TO  THE EAST WITH COUNTY HIGHWAY C TO THE SOUTH ABOUT 12 MI
 DH5102'WEST OF THE CITY OF PRARIE DU  SAC, GO SOUTH ON COUNTY HIGHWAY C FOR
 DH5102'0.6 MI TO IRISH VALLEY ROAD ON THE RIGHT AND THE  STATION ON THE LEFT.
 DH5102'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH5102'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 43-CM
 DH5102'DIAMETER CONCRETE POST  LOCATED WITHIN THE RIGHT OF WAY, ABOUT LEVEL
 DH5102'WITH THE HIGHWAY PAVEMENT.  THE STATION IS  8.9 M NORTH OF THE
 DH5102'CENTERLINE OF COUNTY HIGHWAY C, 46 M EAST OF THE EXTENDED CENTERLINE
 DH5102'OF IRISH VALLEY ROAD, 23.4 M NORTH-NORTHEAST OF POWERPOLE --10-5-30
 DH5102'3/51--, 1 M SOUTH OF A  CULTIVATED FIELD, 1.0 M NORTH OF AN ORANGE 4X4
 DH5102'PLASTIC WITNESS POST, 1.0 M SOUTHEAST OF  AN ORANGE 4X4 PLASTIC
 DH5102'WITNESS POST, 1.0 M SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS  POST.
 DH5102'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH5102'THAN 15  DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0164 ***********************************************************************
 QN0164  DESIGNATION -  HONOR
 QN0164  PID         -  QN0164
 QN0164  STATE/COUNTY-  WI/SAWYER
 QN0164  USGS QUAD   -  HAUER (1971)
 QN0164
 QN0164                         *CURRENT SURVEY CONTROL
 QN0164  ___________________________________________________________________
 QN0164* NAD 83(1991)-  45 47 58.54676(N)    091 24 32.21110(W)     ADJUSTED  
 QN0164* NAVD 88     -       398.032  (meters)    1305.88   (feet)  POSTED    
 QN0164  ___________________________________________________________________
 QN0164  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 QN0164  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 QN0164  DYNAMIC HT  -         398.010 (meters)    1305.80  (feet)  COMP
 QN0164  MODELED GRAV-     980,556.2   (mgal)                       NAVD 88
 QN0164
 QN0164  HORZ ORDER  -  FIRST
 QN0164  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QN0164
 QN0164.The horizontal coordinates were established by classical geodetic methods
 QN0164.and adjusted by the National Geodetic Survey in March 1999..
 QN0164
 QN0164.The orthometric height was determined by differential leveling
 QN0164.and adjusted by the National Geodetic Survey in 1992..
 QN0164.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QN0164.rate of 0.0 thru 1.0 mm/km.
 QN0164
 QN0164.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0164
 QN0164.The geoid height was determined by GEOID03.
 QN0164
 QN0164.The dynamic height is computed by dividing the NAVD 88
 QN0164.geopotential number by the normal gravity value computed on the
 QN0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0164.degrees latitude (g = 980.6199 gals.).
 QN0164
 QN0164.The modeled gravity was interpolated from observed gravity values.
 QN0164
 QN0164;                    North         East     Units Scale Factor Converg.
 QN0164;SPC WI N     -    71,317.532   490,474.404   MT  0.99996588   -1 00 58.9
 QN0164;SPC WI N     -   233,980.94  1,609,164.77   sFT  0.99996588   -1 00 58.9
 QN0164;UTM  15      - 5,073,012.545   623,642.472   MT  0.99978794   +1 08 26.8
 QN0164
 QN0164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0164!SPC WI N     -   0.99994226  x   0.99996588  =   0.99990814
 QN0164!UTM  15      -   0.99994226  x   0.99978794  =   0.99973021
 QN0164
 QN0164:                Primary Azimuth Mark                     Grid Az
 QN0164:SPC WI N     -  OBEY                                     099 05 58.5
 QN0164:UTM  15      -  OBEY                                     096 56 32.8
 QN0164
 QN0164|---------------------------------------------------------------------|
 QN0164| PID    Reference Object                     Distance      Geod. Az  |
 QN0164|                                                           dddmmss.s |
 QN0164| QN0165 OBEY                                APPROX. 1.2 KM 0980459.6 |
 QN0164| CJ5097 HONOR RM                             12.810 METERS 27748     |
 QN0164|---------------------------------------------------------------------|
 QN0164
 QN0164                          SUPERSEDED SURVEY CONTROL
 QN0164
 QN0164  NAD 83(1991)-  45 47 58.54716(N)    091 24 32.21102(W) AD(       ) 1
 QN0164  NAD 83(1986)-  45 47 58.54343(N)    091 24 32.20711(W) AD(       ) 1
 QN0164  NAD 27      -  45 47 58.70600(N)    091 24 31.62200(W) AD(       ) 1
 QN0164  NGVD 29 (??/??/92)  398.064  (m)         1305.98   (f) ADJ UNCH    1 2
 QN0164
 QN0164.Superseded values are not recommended for survey control.
 QN0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0164.See file dsdata.txt to determine how the superseded data were derived.
 QN0164
 QN0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL2364273013(NAD 83)
 QN0164_MARKER: DS = TRIANGULATION STATION DISK
 QN0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0164_STAMPING: HONOR 1921
 QN0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0164+STABILITY: SURFACE MOTION
 QN0164
 QN0164  HISTORY     - Date     Condition        Report By
 QN0164  HISTORY     - 1921     MONUMENTED       CGS
 QN0164  HISTORY     - 1922     GOOD             NGS
 QN0164  HISTORY     - 1934     GOOD             NGS
 QN0164  HISTORY     - 1952     GOOD             CGS
 QN0164
 QN0164                          STATION DESCRIPTION
 QN0164
 QN0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0164'STATION IS ABOUT 2-7/8 MILES N OF BEVERLY ON THE E SIDE OF TRACK
 QN0164'OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY,
 QN0164'ON THE EXTENSION OF THE W RAIL FROM THE N, AT THE THIRD CURVE
 QN0164'N OF BEVERLY, 125 METERS S OF THE POINT OF TANGENCY OF THE
 QN0164'SAID CURVE, 5.385 METERS (17.67 FEET) E OF THE E RAIL.
 QN0164'
 QN0164'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 QN0164'DISKS SET IN CONCRETE.
 QN0164
 QN0164                          STATION RECOVERY (1922)
 QN0164
 QN0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 QN0164'4 MI N FROM LEMINGTON.
 QN0164'4.0 MILES NORTH ALONG THE MINNEPOLIS, ST. PAUL AND SAULT STE. MARIE
 QN0164'RAILROAD FROM LEMINGTON, SAWYER COUNTY, AT THE FOURTH CURVE NORTH
 QN0164'OF LEMINGTON, 137 YARDS SOUTH OF THE POINT OF TANGENCY, IN LINE
 QN0164'WITH THE WEST RAIL OF THE NORTH TANGENT, AND 17.7 FEET EAST OF
 QN0164'THE EAST RAIL.  A STANDARD TRIANGULATION-STATION DISK, STAMPED
 QN0164'HONOR 1921 AND SET IN THE TOP OF A CONCRETE POST.
 QN0164
 QN0164                          STATION RECOVERY (1934)
 QN0164
 QN0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QN0164'RECOVERED IN GOOD CONDITION.
 QN0164
 QN0164                          STATION RECOVERY (1952)
 QN0164
 QN0164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QN0164'STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION AND
 QN0164'AS DESCRIBED EXCEPT THAT THE DIRECTION IS N OF THE TRACK.  THE
 QN0164'REFERENCE MARK WAS RECOVERED AND IS IN GOOD CONDITION.
 QN0164'
 QN0164'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0160 ***********************************************************************
 QN0160  DESIGNATION -  HOPE
 QN0160  PID         -  QN0160
 QN0160  STATE/COUNTY-  WI/SAWYER
 QN0160  USGS QUAD   -  HAUER (1971)
 QN0160
 QN0160                         *CURRENT SURVEY CONTROL
 QN0160  ___________________________________________________________________
 QN0160* NAD 83(1991)-  45 48 53.43204(N)    091 28 27.71378(W)     ADJUSTED  
 QN0160* NAVD 88     -       424.307  (meters)    1392.08   (feet)  POSTED    
 QN0160  ___________________________________________________________________
 QN0160  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 QN0160  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 QN0160  DYNAMIC HT  -         424.290 (meters)    1392.02  (feet)  COMP
 QN0160  MODELED GRAV-     980,557.0   (mgal)                       NAVD 88
 QN0160
 QN0160  HORZ ORDER  -  FIRST
 QN0160  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QN0160
 QN0160.The horizontal coordinates were established by classical geodetic methods
 QN0160.and adjusted by the National Geodetic Survey in March 1999..
 QN0160
 QN0160.The orthometric height was determined by differential leveling
 QN0160.and adjusted by the National Geodetic Survey in 1992..
 QN0160.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QN0160.rate of 0.0 thru 1.0 mm/km.
 QN0160
 QN0160.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0160
 QN0160.The geoid height was determined by GEOID03.
 QN0160
 QN0160.The dynamic height is computed by dividing the NAVD 88
 QN0160.geopotential number by the normal gravity value computed on the
 QN0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0160.degrees latitude (g = 980.6199 gals.).
 QN0160
 QN0160.The modeled gravity was interpolated from observed gravity values.
 QN0160
 QN0160;                    North         East     Units Scale Factor Converg.
 QN0160;SPC WI N     -    73,104.029   485,421.156   MT  0.99996421   -1 03 48.8
 QN0160;SPC WI N     -   239,842.14  1,592,585.91   sFT  0.99996421   -1 03 48.8
 QN0160;UTM  15      - 5,074,607.248   618,526.497   MT  0.99977271   +1 05 38.9
 QN0160
 QN0160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0160!SPC WI N     -   0.99993812  x   0.99996421  =   0.99990233
 QN0160!UTM  15      -   0.99993812  x   0.99977271  =   0.99971084
 QN0160
 QN0160:                Primary Azimuth Mark                     Grid Az
 QN0160:SPC WI N     -  JOHNSON                                  142 46 20.0
 QN0160:UTM  15      -  JOHNSON                                  140 36 52.3
 QN0160
 QN0160|---------------------------------------------------------------------|
 QN0160| PID    Reference Object                     Distance      Geod. Az  |
 QN0160|                                                           dddmmss.s |
 QN0160| QN0161 JOHNSON                             APPROX. 2.3 KM 1414231.2 |
 QN0160|---------------------------------------------------------------------|
 QN0160
 QN0160                          SUPERSEDED SURVEY CONTROL
 QN0160
 QN0160  NAD 83(1991)-  45 48 53.43149(N)    091 28 27.71392(W) AD(       ) 1
 QN0160  NAD 83(1986)-  45 48 53.42726(N)    091 28 27.71013(W) AD(       ) 1
 QN0160  NAD 27      -  45 48 53.59300(N)    091 28 27.12300(W) AD(       ) 1
 QN0160  NGVD 29 (??/??/92)  424.330  (m)         1392.16   (f) ADJ UNCH    1 2
 QN0160
 QN0160.Superseded values are not recommended for survey control.
 QN0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0160.See file dsdata.txt to determine how the superseded data were derived.
 QN0160
 QN0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1852674607(NAD 83)
 QN0160_MARKER: DS = TRIANGULATION STATION DISK
 QN0160_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QN0160_SP_SET: CONCRETE BLOCK
 QN0160_STAMPING: HOPE 1921
 QN0160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QN0160
 QN0160  HISTORY     - Date     Condition        Report By
 QN0160  HISTORY     - 1921     MONUMENTED       CGS
 QN0160  HISTORY     - 1922     GOOD             NGS
 QN0160  HISTORY     - 1934     GOOD             NGS
 QN0160  HISTORY     - 1952     GOOD             CGS
 QN0160  HISTORY     - 20041027 MARK NOT FOUND   WIDT
 QN0160
 QN0160                          STATION DESCRIPTION
 QN0160
 QN0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0160'STATION IS ABOUT 4 MILES S OF STONE LAKE, ON THE E SIDE OF THE
 QN0160'TRACK OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY,
 QN0160'ON THE EXTENSION OF THE E RAIL FROM THE N AND S, AT THE THIRD
 QN0160'CURVE S OF STONE LAKE, 75 METERS S OF MILEPOST 385, 39.705
 QN0160'METERS E OF E RAIL.
 QN0160'
 QN0160'STATION IS A REGULATION TABLET SET IN BLOCK OF CONCRETE
 QN0160'3- BY 3- BY 4 FEET.
 QN0160'
 QN0160'NO REFERENCE MARKS.
 QN0160
 QN0160                          STATION RECOVERY (1922)
 QN0160
 QN0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 QN0160'4 MI S FROM STONE LAKE.
 QN0160'4 MILES SOUTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QN0160'MARIE RAILROAD FROM STONE LAKE, SAWYER COUNTY, AT THE THIRD CURVE
 QN0160'SOUTH OF THE STATION, 82 YARDS SOUTH OF MILEPOST 385, AT THE
 QN0160'INTERSECTION OF THE LINES DEFINED BY THE EAST RAIL OF THE NORTH
 QN0160'TANGENT AND THE EAST RAIL OF THE SOUTH TANGENT, AND 130.3 FEET
 QN0160'EAST OF THE EAST RAIL.  A STANDARD TRIANGULATION-STATION DISK,
 QN0160'STAMPED HOPE 1921 AND SET IN THE TOP OF A CONCRETE BLOCK ABOUT
 QN0160'3 BY 3 BY 4 FEET.
 QN0160
 QN0160                          STATION RECOVERY (1934)
 QN0160
 QN0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QN0160'RECOVERED IN GOOD CONDITION.
 QN0160
 QN0160                          STATION RECOVERY (1952)
 QN0160
 QN0160'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QN0160'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 QN0160'CONDITION.
 QN0160
 QN0160                          STATION RECOVERY (2004)
 QN0160
 QN0160'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0160'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0253 ***********************************************************************
 OM0253  DESIGNATION -  HORICON
 OM0253  PID         -  OM0253
 OM0253  STATE/COUNTY-  WI/DODGE
 OM0253  USGS QUAD   -  HORICON (1980)
 OM0253
 OM0253                         *CURRENT SURVEY CONTROL
 OM0253  ___________________________________________________________________
 OM0253* NAD 83(1986)-  43 27 00.     (N)    088 37 43.     (W)     SCALED    
 OM0253* NAVD 88     -       275.328  (meters)     903.31   (feet)  ADJUSTED  
 OM0253  ___________________________________________________________________
 OM0253  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 OM0253  DYNAMIC HT  -         275.265 (meters)     903.10  (feet)  COMP
 OM0253  MODELED GRAV-     980,384.0   (mgal)                       NAVD 88
 OM0253
 OM0253  VERT ORDER  -  SECOND    CLASS 0
 OM0253
 OM0253.The horizontal coordinates were scaled from a topographic map and have
 OM0253.an estimated accuracy of +/- 6 seconds.
 OM0253
 OM0253.The orthometric height was determined by differential leveling
 OM0253.and adjusted by the National Geodetic Survey in June 1991..
 OM0253
 OM0253.The geoid height was determined by GEOID03.
 OM0253
 OM0253.The dynamic height is computed by dividing the NAVD 88
 OM0253.geopotential number by the normal gravity value computed on the
 OM0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0253.degrees latitude (g = 980.6199 gals.).
 OM0253
 OM0253.The modeled gravity was interpolated from observed gravity values.
 OM0253
 OM0253;                    North         East    Units  Estimated Accuracy
 OM0253;SPC WI S     -   161,990.      710,990.      MT  (+/- 180 meters Scaled)
 OM0253
 OM0253                          SUPERSEDED SURVEY CONTROL
 OM0253
 OM0253  NGVD 29 (??/??/92)  275.380  (m)          903.48   (f) ADJ UNCH    2 0
 OM0253
 OM0253.Superseded values are not recommended for survey control.
 OM0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0253.See file dsdata.txt to determine how the superseded data were derived.
 OM0253
 OM0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP682120(NAD 83)
 OM0253_MARKER: DB = BENCH MARK DISK
 OM0253_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OM0253_SP_SET: SET VERTICALLY IN A MASONRY BLDG
 OM0253_STAMPING: 903.476 HORICON 1934
 OM0253_MARK LOGO: CGS   
 OM0253_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM0253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0253_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0253+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2004
 OM0253
 OM0253  HISTORY     - Date     Condition        Report By
 OM0253  HISTORY     - 1934     MONUMENTED       CGS
 OM0253  HISTORY     - 1944     GOOD             NGS
 OM0253  HISTORY     - 1976     MARK NOT FOUND   USGS
 OM0253  HISTORY     - 19980624 GOOD             WIDT
 OM0253  HISTORY     - 20030807 GOOD             USPSQD
 OM0253  HISTORY     - 20040708 GOOD             WIDT
 OM0253
 OM0253                          STATION DESCRIPTION
 OM0253
 OM0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0253'AT HORICON.
 OM0253'MARK SET VERTICALLY IN THE NORTHWEST CORNER OF THE VANBRUNT
 OM0253'MEMORIAL SCHOOL, 27 FEET WEST OF THE FRONT (NORTH) ENTRANCE ON
 OM0253'THE WEST END OF THE BUILDING, 3 FEET ABOVE THE GROUND LEVEL,
 OM0253'2 FEET ABOVE THE CORNER STONE.
 OM0253
 OM0253                          STATION RECOVERY (1944)
 OM0253
 OM0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 OM0253'RECOVERED IN GOOD CONDITION.
 OM0253
 OM0253                          STATION RECOVERY (1976)
 OM0253
 OM0253'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 OM0253'MARK NOT FOUND.
 OM0253
 OM0253                          STATION RECOVERY (1998)
 OM0253
 OM0253'RECOVERY NOTE BY WI DEPT OF TRANSP 1998 (GRS)
 OM0253'THE STATION IS LOCATED APPROXIMATELY 16.1 KM (10.00 MI) EAST OF BEAVER
 OM0253'DAM IN HORICON IN THE NORTHWEST CORNER OF THE VAN BRUNT MEMORIAL
 OM0253'SCHOOL BUILDING.  OWNERSHIP--HORICON SCHOOL DISTRICT.  TO REACH THE
 OM0253'STATION FROM THE JUNCTION OF STATE HIGHWAY 33 WITH COUNTY HIGHWAY E AT
 OM0253'THE INTERSECTION OF LAKE STREET AND VINE STREET IN THE CITY OF
 OM0253'HORICON, GO EAST ON LAKE STREET FOR 0.32 KM (0.20 MI) TO CEDAR STREET,
 OM0253'TURN RIGHT AND GO SOUTH ON CEDAR STREET FOR 0.16 KM (0.10 MI) TO THE
 OM0253'STATION ON THE LEFT.  THE STATION IS A BRONZE CGS BENCH MARK DISK
 OM0253'STAMPED --903.476 HORICON 1934-- SET VERTICALLY IN THE WEST FACE OF
 OM0253'THE MASONRY WALL OF THE SCHOOL BUILDING AND APPROXIMATELY 1.0 M (3.3
 OM0253'FT) ABOVE CEDAR STREET.  THE STATION IS 7.7 M (25.3 FT) EAST OF THE
 OM0253'EAST CURB FOR CEDAR STREET, 31.4 M (103.0 FT) SOUTH OF THE CENTERLINE
 OM0253'OF MILL STREET, AND 0.2 M (0.7 FT) SOUTH OF THE NORTHWEST CORNER OF
 OM0253'THE SCHOOL BUILDING.
 OM0253
 OM0253                          STATION RECOVERY (2003)
 OM0253
 OM0253'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0253'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 4 FEET ABOVE A
 OM0253'CONCRETE SIDEWALK, 1.5 FEET ABOVE THE TOP OF THE CORNERSTONE.
 OM0253
 OM0253                          STATION RECOVERY (2004)
 OM0253
 OM0253'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 OM0253'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0834 ***********************************************************************
 OM0834  DESIGNATION -  HORICON
 OM0834  PID         -  OM0834
 OM0834  STATE/COUNTY-  WI/DODGE
 OM0834  USGS QUAD   -  MAYVILLE SOUTH (1980)
 OM0834
 OM0834                         *CURRENT SURVEY CONTROL
 OM0834  ___________________________________________________________________
 OM0834* NAD 83(1991)-  43 28 07.97883(N)    088 34 51.65221(W)     ADJUSTED  
 OM0834* NAVD 88     -       339.     (meters)    1112.     (feet)  SCALED    
 OM0834  ___________________________________________________________________
 OM0834  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 OM0834  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 OM0834
 OM0834  HORZ ORDER  -  SECOND
 OM0834
 OM0834.The horizontal coordinates were established by classical geodetic methods
 OM0834.and adjusted by the National Geodetic Survey in November 1991..
 OM0834
 OM0834.The orthometric height was scaled from a topographic map.
 OM0834
 OM0834.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0834
 OM0834.The geoid height was determined by GEOID03.
 OM0834
 OM0834;                    North         East     Units Scale Factor Converg.
 OM0834;SPC WI S     -   164,155.871   714,808.547   MT  0.99993324   +0 58 30.0
 OM0834;SPC WI S     -   538,568.05  2,345,167.71   sFT  0.99993324   +0 58 30.0
 OM0834;UTM  16      - 4,814,099.588   372,117.428   MT  0.99980117   -1 05 16.2
 OM0834
 OM0834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0834!SPC WI S     -   0.99995234  x   0.99993324  =   0.99988558
 OM0834!UTM  16      -   0.99995234  x   0.99980117  =   0.99975352
 OM0834
 OM0834:                Primary Azimuth Mark                     Grid Az
 OM0834:SPC WI S     -  MAYVILLE MUNICIPAL TOWER                 048 38 24.4
 OM0834:UTM  16      -  MAYVILLE MUNICIPAL TOWER                 050 42 10.6
 OM0834
 OM0834|---------------------------------------------------------------------|
 OM0834| PID    Reference Object                     Distance      Geod. Az  |
 OM0834|                                                           dddmmss.s |
 OM0834| OM0832 MAYVILLE MUNICIPAL TOWER            APPROX. 4.5 KM 0493654.4 |
 OM0834| OM0827 HOCHHEIM IMM EV LUTH CH SPIRE       APPROX. 9.2 KM 0982427.7 |
 OM0834| CJ7979 HORICON AZ MK                                      1823625.9 |
 OM0834| CJ7980 HORICON RM 1                         24.834 METERS 20319     |
 OM0834| CJ7981 HORICON RM 2                         27.252 METERS 29104     |
 OM0834|---------------------------------------------------------------------|
 OM0834
 OM0834                          SUPERSEDED SURVEY CONTROL
 OM0834
 OM0834  NAD 83(1986)-  43 28 07.97071(N)    088 34 51.65797(W) AD(       ) 2
 OM0834  NAD 27      -  43 28 07.99600(N)    088 34 51.29300(W) AD(       ) 2
 OM0834
 OM0834.Superseded values are not recommended for survey control.
 OM0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0834.See file dsdata.txt to determine how the superseded data were derived.
 OM0834
 OM0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7211714100(NAD 83)
 OM0834_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0834
 OM0834  HISTORY     - Date     Condition        Report By
 OM0834  HISTORY     - 1953     MONUMENTED       CGS
 OM0834  HISTORY     - 1958     SEE DESCRIPTION  CGS
 OM0834
 OM0834                          STATION DESCRIPTION
 OM0834
 OM0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0834'STATION IS LOCATED 4 MILES NORTHEAST OF HORICON AND 2 MILES
 OM0834'SOUTHWEST OF MAYVILLE ON PROPERTY OWNED BY MR. H. NITSIHKE.
 OM0834'IT IS IN THE NORTHEAST CORNER OF A ROCKY PASTURE FIELD AT THE
 OM0834'SOUTH EDGE OF A WOODS.  IT IS 31 FEET SOUTH OF A FENCE LINE,
 OM0834'28 FEET SOUTHEAST OF A 16 INCH MAPLE TREE, 25 FEET SOUTHWEST
 OM0834'OF A 20 INCH OAK TREE, 20 FEET WEST OF A FENCE LINE AND 7
 OM0834'FEET NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 3 INCHES
 OM0834'AND THE DISK IS STAMPED HORICON 1953.
 OM0834'
 OM0834'REFERENCE MARK NO. 1 IS 108 FEET SOUTH OF A FENCE LINE AND
 OM0834'53 FEET WEST OF A FENCE LINE.  THE MARK IS FLUSH AND THE
 OM0834'DISK IS STAMPED HORICON NO 1 1953.
 OM0834'
 OM0834'REFERENCE MARK NO. 2 IS 22 FEET EAST OF A 10 INCH OAK TREE
 OM0834'AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK PROJECTS 4 INCHES
 OM0834'AND THE DISK IS STAMPED HORICON NO 2 1953.
 OM0834'
 OM0834'AZIMUTH MARK IS 35 FEET WEST OF THE CENTER OF A GRAVEL ROAD,
 OM0834'4 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF A
 OM0834'FENCE LINE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 OM0834'STAMPED HORICON 1953.
 OM0834'
 OM0834'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 OM0834'28 AND 67 IN MAYVILLE, GO SOUTHWEST ON HIGHWAY 28 FOR 4.4
 OM0834'MILE TO A GRAVEL ROAD LEFT, HIGHWAY 28 TURNS SHARP RIGHT.
 OM0834'TURN LEFT ON GRAVEL ROAD AN GO EAST FOR 0.45 MILE TO A GRAVEL
 OM0834'CROSSROAD, CONTINUE AHEAD FOR 0.7 MILE TO A GRAVEL ROAD LEFT.
 OM0834'TURN LEFT AND GO NORTH FOR 0.4 MILE TO WHERE THE GRAVEL ROAD
 OM0834'TURNS RIGHT AND A FARM LANE AHEAD AND THE AZIMUTH MARK AS
 OM0834'DESCRIBED.  CONTINUE AHEAD ON THE FARM LANE FOR 0.3 MILE TO
 OM0834'A GATE AND THE ROCKY PASTURE FIELD.  PASS THROUGH GATE AND
 OM0834'GO NORTH ACROSS FIELD FOR 0.1 MILE TO THE STATION AS
 OM0834'DESCRIBED.
 OM0834'
 OM0834'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 OM0834
 OM0834                          STATION RECOVERY (1958)
 OM0834
 OM0834'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM0834'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 OM0834'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCE
 OM0834'TO REFERENCE MARKS 1 AND 2 CHECKED.  THE DIRECTION TO THE AZIMUTH
 OM0834'MARK, REFERENCE MARKS 1 AND 2 CHECKED.  THE REFERENCE POINTS
 OM0834'TO ALL MARKS CHECKED.  THE 1953 DESCRIPTION OF THE STATION,
 OM0834'AND THE TO REACH ARE ADEQUATE.
 OM0834'
 OM0834'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0848 ***********************************************************************
 OM0848  DESIGNATION -  HORICON J DEER VAN BRUNT CO TK
 OM0848  PID         -  OM0848
 OM0848  STATE/COUNTY-  WI/DODGE
 OM0848  USGS QUAD   -  HORICON (1980)
 OM0848
 OM0848                         *CURRENT SURVEY CONTROL
 OM0848  ___________________________________________________________________
 OM0848* NAD 83(1991)-  43 27 08.20765(N)    088 37 59.49088(W)     ADJUSTED  
 OM0848* NAVD 88     -                                                        
 OM0848  ___________________________________________________________________
 OM0848  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 OM0848  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 OM0848
 OM0848  HORZ ORDER  -  THIRD
 OM0848
 OM0848.The horizontal coordinates were established by classical geodetic methods
 OM0848.and adjusted by the National Geodetic Survey in November 1991..
 OM0848
 OM0848
 OM0848.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0848
 OM0848.The geoid height was determined by GEOID03.
 OM0848
 OM0848;                    North         East     Units Scale Factor Converg.
 OM0848;SPC WI S     -   162,241.091   710,617.548   MT  0.99993294   +0 56 20.9
 OM0848;SPC WI S     -   532,285.98  2,331,417.74   sFT  0.99993294   +0 56 20.9
 OM0848;UTM  16      - 4,812,337.115   367,860.760   MT  0.99981478   -1 07 24.2
 OM0848
 OM0848                          SUPERSEDED SURVEY CONTROL
 OM0848
 OM0848  NAD 83(1986)-  43 27 08.19960(N)    088 37 59.49725(W) AD(       ) 4
 OM0848  NAD 27      -  43 27 08.22700(N)    088 37 59.12900(W) AD(       ) 3
 OM0848
 OM0848.Superseded values are not recommended for survey control.
 OM0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0848.See file dsdata.txt to determine how the superseded data were derived.
 OM0848
 OM0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6786112337(NAD 83)
 OM0848
 OM0848  HISTORY     - Date     Condition        Report By
 OM0848  HISTORY     - 1958     MONUMENTED       CGS
 OM0848  HISTORY     - 19950819 MARK NOT FOUND   USPSQD
 OM0848  HISTORY     - 20030807 MARK NOT FOUND   USPSQD
 OM0848
 OM0848                          STATION DESCRIPTION
 OM0848
 OM0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM0848'THE STATION IS THE CENTER OF THE TOP OF THE TANK.  IT IS
 OM0848'SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE, TANK AND SUPPORTING
 OM0848'STRUCTURE ARE PAINTED SILVER.  THE OVERALL HEIGHT IS 90 FEET.
 OM0848'IT IS LOCATED IN THE NORTH SECTION OF HORICON.
 OM0848
 OM0848                          STATION RECOVERY (1995)
 OM0848
 OM0848'RECOVERY NOTE BY US POWER SQUADRON 1995
 OM0848'MARK NOT FOUND.
 OM0848
 OM0848                          STATION RECOVERY (2003)
 OM0848
 OM0848'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0848'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0835 ***********************************************************************
 OM0835  DESIGNATION -  HORICON MUNICIPAL STANDPIPE
 OM0835  PID         -  OM0835
 OM0835  STATE/COUNTY-  WI/DODGE
 OM0835  USGS QUAD   -  MAYVILLE SOUTH (1980)
 OM0835
 OM0835                         *CURRENT SURVEY CONTROL
 OM0835  ___________________________________________________________________
 OM0835* NAD 83(1991)-  43 27 06.95688(N)    088 37 16.00788(W)     ADJUSTED  
 OM0835* NAVD 88     -                                                        
 OM0835  ___________________________________________________________________
 OM0835  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 OM0835  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 OM0835
 OM0835  HORZ ORDER  -  THIRD
 OM0835
 OM0835.The horizontal coordinates were established by classical geodetic methods
 OM0835.and adjusted by the National Geodetic Survey in November 1991..
 OM0835
 OM0835
 OM0835.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0835
 OM0835.The geoid height was determined by GEOID03.
 OM0835
 OM0835;                    North         East     Units Scale Factor Converg.
 OM0835;SPC WI S     -   162,218.591   711,595.636   MT  0.99993294   +0 56 50.8
 OM0835;SPC WI S     -   532,212.16  2,334,626.68   sFT  0.99993294   +0 56 50.8
 OM0835;UTM  16      - 4,812,279.436   368,837.286   MT  0.99981162   -1 06 54.3
 OM0835
 OM0835                          SUPERSEDED SURVEY CONTROL
 OM0835
 OM0835  NAD 83(1986)-  43 27 06.94874(N)    088 37 16.01323(W) AD(       ) 4
 OM0835  NAD 27      -  43 27 06.97700(N)    088 37 15.64500(W) AD(       ) 3
 OM0835
 OM0835.Superseded values are not recommended for survey control.
 OM0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0835.See file dsdata.txt to determine how the superseded data were derived.
 OM0835
 OM0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6883712279(NAD 83)
 OM0835
 OM0835  HISTORY     - Date     Condition        Report By
 OM0835  HISTORY     - UNK      MONUMENTED
 OM0835  HISTORY     - 1958     SEE DESCRIPTION  CGS
 OM0835  HISTORY     - 19950819 GOOD             USPSQD
 OM0835  HISTORY     - 20021216 GOOD             USPSQD
 OM0835  HISTORY     - 20040319 MARK NOT FOUND   USPSQD
 OM0835
 OM0835                          STATION DESCRIPTION
 OM0835
 OM0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM0835'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 OM0835
 OM0835                          STATION RECOVERY (1995)
 OM0835
 OM0835'RECOVERY NOTE BY US POWER SQUADRON 1995
 OM0835'RECOVERED IN GOOD CONDITION.
 OM0835
 OM0835                          STATION RECOVERY (2002)
 OM0835
 OM0835'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0835'RECOVERED IN GOOD CONDITION.  IT IS NORTH OF HIGHWAY 33, EAST OF
 OM0835'CLASON STREET (HIGHWAY 28), SOUTH OF WALNUT STREET EXTENDED ON A HIGH
 OM0835'HILL ON THE EAST SIDE OF HORICON.  IT IS ABOUT 18 FEET IN DIAMETER AND
 OM0835'ABOUT 60 FEET HIGH, PAINTED LIGHT BLUE WITH A BAND OF VERTICAL WHITE
 OM0835'CYLINDERS NEAR THE TOP.
 OM0835
 OM0835                          STATION RECOVERY (2004)
 OM0835
 OM0835'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 OM0835'NOT FOUND.  A NEW WATER TANK WAS BUILT NEXT TO THE STANDPIPE IN THE
 OM0835'SUMMER OF 2003.  THE STANDPIPE WAS DESTROYED IN DECEMBER 2003.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0833 ***********************************************************************
 OM0833  DESIGNATION -  HORICON USLS 1873
 OM0833  PID         -  OM0833
 OM0833  STATE/COUNTY-  WI/DODGE
 OM0833  USGS QUAD   -  MAYVILLE SOUTH (1980)
 OM0833
 OM0833                         *CURRENT SURVEY CONTROL
 OM0833  ___________________________________________________________________
 OM0833* NAD 83(1991)-  43 28 11.02041(N)    088 34 54.62161(W)     ADJUSTED  
 OM0833* NAVD 88     -       338.     (meters)    1109.     (feet)  SCALED    
 OM0833  ___________________________________________________________________
 OM0833  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 OM0833  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 OM0833
 OM0833  HORZ ORDER  -  FIRST
 OM0833
 OM0833.The horizontal coordinates were established by classical geodetic methods
 OM0833.and adjusted by the National Geodetic Survey in November 1991..
 OM0833
 OM0833.The orthometric height was scaled from a topographic map.
 OM0833
 OM0833.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0833
 OM0833.The geoid height was determined by GEOID03.
 OM0833
 OM0833;                    North         East     Units Scale Factor Converg.
 OM0833;SPC WI S     -   164,248.584   714,740.221   MT  0.99993326   +0 58 27.9
 OM0833;SPC WI S     -   538,872.23  2,344,943.54   sFT  0.99993326   +0 58 27.9
 OM0833;UTM  16      - 4,814,194.688   372,052.492   MT  0.99980137   -1 05 18.3
 OM0833
 OM0833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0833!SPC WI S     -   0.99995249  x   0.99993326  =   0.99988576
 OM0833!UTM  16      -   0.99995249  x   0.99980137  =   0.99975387
 OM0833
 OM0833:                Primary Azimuth Mark                     Grid Az
 OM0833:SPC WI S     -  WOODLAND USLS 1873                       147 05 28.7
 OM0833:UTM  16      -  WOODLAND USLS 1873                       149 09 14.9
 OM0833
 OM0833|---------------------------------------------------------------------|
 OM0833| PID    Reference Object                     Distance      Geod. Az  |
 OM0833|                                                           dddmmss.s |
 OM0833| OM0825 WOODLAND USLS 1873                  APPROX.13.0 KM 1480356.6 |
 OM0833|---------------------------------------------------------------------|
 OM0833
 OM0833                          SUPERSEDED SURVEY CONTROL
 OM0833
 OM0833  NAD 83(1986)-  43 28 11.01220(N)    088 34 54.62754(W) AD(       ) 1
 OM0833  NAD 27      -  43 28 11.02800(N)    088 34 54.25500(W) AD(       ) 1
 OM0833
 OM0833.Superseded values are not recommended for survey control.
 OM0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0833.See file dsdata.txt to determine how the superseded data were derived.
 OM0833
 OM0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7205214195(NAD 83)
 OM0833
 OM0833  HISTORY     - Date     Condition        Report By
 OM0833  HISTORY     - 1873     MONUMENTED       USLS
 OM0833  HISTORY     - 1953     SEE DESCRIPTION  CGS
 OM0833
 OM0833                          STATION DESCRIPTION
 OM0833
 OM0833'DESCRIBED BY US LAKE SURVEY 1873
 OM0833'THIS STATION IS SITUATED IN SECTION 33, WILLIAMSTOWN TOWNSHIP,
 OM0833'DODGE COUNTY, WISCONSIN.  IT IS ABOUT 4 MILES NORTHEAST OF
 OM0833'HORICON VILLAGE, AND ABOUT 150 METERS EAST OF THE LIMESTONE
 OM0833'LEDGE RUNNING IN A NORTHERLY DIRECTION ACROSS DODGE COUNTY.
 OM0833'THE HEIGHT OF STATION USED WAS 50 FEET.  THE GEODETIC POINT
 OM0833'IS MARKED BY A HOLE DRILLED IN A GRANITE BOULDER SET SO THAT
 OM0833'ITS UPPER SIDE IS 2 FEET BELOW THE SURFACE OF THE GROUND.  A
 OM0833'THIN LIMESTONE SLAB IS PLACED OVER THE BOULDER, AND ABOVE
 OM0833'IS SET A MARKING STONE OF THE USUAL FORM, RISING ABOUT TO
 OM0833'THE GROUND SURFACE.  TWO REFERENCE MARKS WERE MADE ON THE
 OM0833'PROJECTING ROCK OF THE LEDGE WEST OF THE STATION.  EACH
 OM0833'MARK CONSISTS OF A SMALL TRIANGLE WITH A HOLE IN ITS
 OM0833'CENTER, CUT IN THE BARE ROCK.  THE NORTHERLY MARK BEARS
 OM0833'NORTH 62 DEG 02 MIN WEST, AND IS 150.27 METERS DISTANT
 OM0833'FROM THE GEODETIC POINT.  THE SOUTHERLY MARK BEARS NORTH 73 DEG
 OM0833'41 MIN WEST, AND IS 156.92 METERS DISTANT FROM THE
 OM0833'GEODETIC POINT.  HEIGHT OF GROUND AT STATION, 536.5
 OM0833'FEET.  (PROFESSIONAL PAPERS NO. 24).
 OM0833
 OM0833                          STATION RECOVERY (1953)
 OM0833
 OM0833'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0833'THIS STATION IS IN A DENSE WOODS COVERED WITH THICK UNDERBRUSH
 OM0833'AND ROCKS.  AN INVERSE COMPUTATION WAS MADE FROM TRIANGULATION
 OM0833'STATION HORICON 1953 BUT AFTER A THOROUGH SEARCH THE STATION
 OM0833'OR ANY OF THE MARKS COULD NOT BE FOUND.  THIS STATION SHOULD
 OM0833'BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC9052 ***********************************************************************
 AC9052  DESIGNATION -  HORSE CREEK
 AC9052  PID         -  AC9052
 AC9052  STATE/COUNTY-  WI/POLK
 AC9052  USGS QUAD   -  NEW RICHMOND NORTH (1974)
 AC9052
 AC9052                         *CURRENT SURVEY CONTROL
 AC9052  ___________________________________________________________________
 AC9052* NAD 83(1997)-  45 14 22.48867(N)    092 36 00.74422(W)     ADJUSTED  
 AC9052* NAVD 88     -       323.7    (meters)    1062.     (feet)  GPS OBS   
 AC9052  ___________________________________________________________________
 AC9052  X           -    -204,101.236 (meters)                     COMP
 AC9052  Y           -  -4,494,300.393 (meters)                     COMP
 AC9052  Z           -   4,506,345.823 (meters)                     COMP
 AC9052  LAPLACE CORR-         -14.60  (seconds)                    DEFLEC99
 AC9052  ELLIP HEIGHT-         295.38  (meters)          (09/30/02) GPS OBS
 AC9052  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 AC9052
 AC9052  HORZ ORDER  -  FIRST
 AC9052  ELLP ORDER  -  SECOND    CLASS I
 AC9052
 AC9052.The horizontal coordinates were established by GPS observations
 AC9052.and adjusted by the National Geodetic Survey in September 2002..
 AC9052
 AC9052.The orthometric height was determined by GPS observations and a
 AC9052.high-resolution geoid model.
 AC9052
 AC9052.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9052
 AC9052.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9052
 AC9052.The ellipsoidal height was determined by GPS observations
 AC9052.and is referenced to NAD 83.
 AC9052
 AC9052.The geoid height was determined by GEOID03.
 AC9052
 AC9052;                    North         East     Units Scale Factor Converg.
 AC9052;SPC WI C     -   159,531.613   395,881.016   MT  0.99996080   -1 50 04.7
 AC9052;SPC WI C     -   523,396.63  1,298,819.63   sFT  0.99996080   -1 50 04.7
 AC9052;UTM  15      - 5,009,643.016   531,378.232   MT  0.99961211   +0 17 02.0
 AC9052
 AC9052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9052!SPC WI C     -   0.99995369  x   0.99996080  =   0.99991449
 AC9052!UTM  15      -   0.99995369  x   0.99961211  =   0.99956582
 AC9052
 AC9052                          SUPERSEDED SURVEY CONTROL
 AC9052
 AC9052  NAD 83(1991)-  45 14 22.48802(N)    092 36 00.74188(W) AD(       ) 1
 AC9052  ELLIP H (06/10/97)  295.40   (m)                       GP(       ) 2 1
 AC9052
 AC9052.Superseded values are not recommended for survey control.
 AC9052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9052.See file dsdata.txt to determine how the superseded data were derived.
 AC9052
 AC9052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL3137809643(NAD 83)
 AC9052_MARKER: DD = SURVEY DISK
 AC9052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9052_STAMPING: HORSE CREEK 215
 AC9052_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC9052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9052+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2005
 AC9052
 AC9052  HISTORY     - Date     Condition        Report By
 AC9052  HISTORY     - 1995     MONUMENTED       WI-095
 AC9052  HISTORY     - 20051118 GOOD             WIDT
 AC9052
 AC9052                          STATION DESCRIPTION
 AC9052
 AC9052'DESCRIBED BY POLK COUNTY WISCONSIN 1995 (TEC)
 AC9052'THE STATION IS LOCATED 3 MI (4.8 KM) NORTHWEST OF VILLAGE OF STAR
 AC9052'PRAIRIE, WISCONSIN IN NORTHWEST QUARTER OF NORTHEAST QUARTER OF
 AC9052'SECTION 28, T.32N., R.18W., 4TH P.M.  TOWN OF ALDEN, POLK COUNTY.  TO
 AC9052'REACH THE STATION BEGIN AT THE INTERSECTION OF COUNTY TRUNK HIGHWAY M
 AC9052'AND COUNTY LINE AVENUE, GO NORTH 3 MI (4.8 KM) TO THE INTERSECTION OF
 AC9052'COUNTY TRUNK HIGHWAY M AND 20TH AVENUE, GO WEST ON 20TH AVENUE 1 MI
 AC9052'(1.6 KM) TO THE STATION.  THE STATION IS LOCATED 32 FEET (9.8 M) SOUTH
 AC9052'OF CENTERLINE 20TH AVENUE, 500 FEET (152.4 M) WEST OF JOE SCHWAN
 AC9052'DRIVEWAY TO NORTH, 1 MI (1.6 KM) WEST OF COUNTY HIGHWAY M, .5 MI (0.8
 AC9052'KM) EAST OF 220TH STREET, 172 FEET (52.4 M) EAST OF NORTH 1/4 CORNER
 AC9052'SECTION 28.  THE STATION IS A BRASS CAP, SET IN A 1.3 FOOT (0.4 M)
 AC9052'DIAMETER BY 6 FOOT (1.8 M) DEEP CONCRETE MONUMENT FLUSH WITH GROUND
 AC9052'SURFACE.  A PLASTIC WITNESS POST IS SET 2 FEET (0.6 M) FROM THE
 AC9052'STATION.
 AC9052
 AC9052                          STATION RECOVERY (2005)
 AC9052
 AC9052'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AC9052'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M SOUTH, 0.9 M
 AC9052'NORTHWEST, AND 0.9 M NORTHEAST OF THREE ORANGE 4X4 PLASTIC GUARD
 AC9052'POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0948 ***********************************************************************
 PN0948  DESIGNATION -  HORTON
 PN0948  PID         -  PN0948
 PN0948  STATE/COUNTY-  WI/OUTAGAMIE
 PN0948  USGS QUAD   -  GREENVILLE (1992)
 PN0948
 PN0948                         *CURRENT SURVEY CONTROL
 PN0948  ___________________________________________________________________
 PN0948* NAD 83(1991)-  44 20 41.53346(N)    088 34 21.22997(W)     ADJUSTED  
 PN0948* NAVD 88     -       309.     (meters)    1014.     (feet)  SCALED    
 PN0948  ___________________________________________________________________
 PN0948  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 PN0948  GEOID HEIGHT-         -36.32  (meters)                     GEOID03
 PN0948
 PN0948  HORZ ORDER  -  SECOND
 PN0948
 PN0948.The horizontal coordinates were established by classical geodetic methods
 PN0948.and adjusted by the National Geodetic Survey in November 1991..
 PN0948
 PN0948.The orthometric height was scaled from a topographic map.
 PN0948
 PN0948.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0948
 PN0948.The geoid height was determined by GEOID03.
 PN0948
 PN0948;                    North         East     Units Scale Factor Converg.
 PN0948;SPC WI C     -    57,841.433   713,816.217   MT  0.99998342   +1 00 25.8
 PN0948;SPC WI C     -   189,768.10  2,341,912.04   sFT  0.99998342   +1 00 25.8
 PN0948;SPC WI S     -   261,482.787   713,826.195   MT  1.00006841   +0 58 50.9
 PN0948;SPC WI S     -   857,881.44  2,341,944.77   sFT  1.00006841   +0 58 50.9
 PN0948;UTM  16      - 4,911,380.500   374,653.297   MT  0.99979323   -1 05 57.6
 PN0948
 PN0948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0948!SPC WI C     -   0.99995725  x   0.99998342  =   0.99994067
 PN0948!SPC WI S     -   0.99995725  x   1.00006841  =   1.00002566
 PN0948!UTM  16      -   0.99995725  x   0.99979323  =   0.99975049
 PN0948
 PN0948|---------------------------------------------------------------------|
 PN0948| PID    Reference Object                     Distance      Geod. Az  |
 PN0948|                                                           dddmmss.s |
 PN0948| CJ5099 HORTON RM 1                          28.301 METERS 07043     |
 PN0948| CJ5101 HORTON RM 3                          21.635 METERS 07631     |
 PN0948| CJ5098 HORTON AZ MK                                       0882143.5 |
 PN0948| PN0941 FREEDOM                             APPROX.16.4 KM 0934222.8 |
 PN0948| CJ5102 HORTON RM 4                          18.261 METERS 28556     |
 PN0948| CJ5100 HORTON RM 2                          19.878 METERS 29711     |
 PN0948|---------------------------------------------------------------------|
 PN0948
 PN0948                          SUPERSEDED SURVEY CONTROL
 PN0948
 PN0948  NAD 83(1986)-  44 20 41.53097(N)    088 34 21.22894(W) AD(       ) 2
 PN0948  NAD 27      -  44 20 41.59200(N)    088 34 20.83000(W) AD(       ) 2
 PN0948
 PN0948.Superseded values are not recommended for survey control.
 PN0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0948.See file dsdata.txt to determine how the superseded data were derived.
 PN0948
 PN0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ7465311381(NAD 83)
 PN0948_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PN0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0948
 PN0948  HISTORY     - Date     Condition        Report By
 PN0948  HISTORY     - 1954     MONUMENTED       CGS
 PN0948  HISTORY     - 1959     SEE DESCRIPTION  CGS
 PN0948  HISTORY     - 1970     SEE DESCRIPTION  NGS
 PN0948  HISTORY     - 19990927 GOOD             USPSQD
 PN0948  HISTORY     - 20020315 MARK NOT FOUND   USPSQD
 PN0948
 PN0948                          STATION DESCRIPTION
 PN0948
 PN0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 PN0948'THE STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF APPLETON,
 PN0948'3-1/2 MILES EAST OF HORTONVILLE AND ON PROPERTY OWNED BY
 PN0948'MR. WILLIAM HOFACKER.  IT IS 55 FEET SOUTH OF THE APPROXIMATE
 PN0948'CENTER OF A GRADED ROAD AND 18 FEET WEST OF THE APPROXIMATE
 PN0948'CENTER OF A FARM-DRIVE.  THE MARK IS 18 INCHES BELOW THE
 PN0948'SURFACE AND THE DISK IS STAMPED HORTON 1954.
 PN0948'
 PN0948'REFERENCE MARK NO 1 IS 69 FEET EAST OF THE APPROXIMATE CENTER
 PN0948'OF A FARM-DRIVE AND 26 FEET SOUTH OF THE APPROXIMATE CENTER
 PN0948'OF A GRADED ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK
 PN0948'IS STAMPED HORTON NO 1 1954.
 PN0948'
 PN0948'REFERENCE MARK NO 2 IS 26 FEET SOUTH OF THE APPROXIMATE
 PN0948'CENTER OF A GRADED ROAD AND 2 FEET EAST OF A WITNESS POST.
 PN0948'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED HORTON
 PN0948'NO 2 1954.
 PN0948'
 PN0948'AZIMUTH MARK IS 85 FEET NORTHEAST OF THE EAST END OF A BRIDGE,
 PN0948'23 FEET NORTH OF THE APPROXIMATE CENTER OF A GRADED ROAD, 4 FEET
 PN0948'EAST OF A WITNESS POST AND 2 FEET SOUTH OF A FENCE.  THE MARK
 PN0948'PROJECTS 5 INCHES AND THE DISK IS STAMPED HORTON 1954.
 PN0948'
 PN0948'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 45 AND COUNTY
 PN0948'ROUTE M AT THE EAST EDGE OF HORTONVILLE, GO NORTH ON COUNTY
 PN0948'ROUTE M FOR 0.3 MILE TO A FORK.  HERE TAKE RIGHT FORK NORTH
 PN0948'AND EAST FOR 3.3 MILES TO A FARM-DRIVE ON THE RIGHT, TURN
 PN0948'RIGHT (SOUTH) ON THE FARM-DRIVE FOR 0.01 MILE AND THE STATION
 PN0948'ON THE RIGHT.
 PN0948'
 PN0948'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR
 PN0948'0.4 MILE AND THE MARK ON THE LEFT.
 PN0948'
 PN0948'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 PN0948
 PN0948                          STATION RECOVERY (1959)
 PN0948
 PN0948'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 PN0948'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 PN0948'FOUND IN GOOD CONDITION.  ROAD CONSTRUCTION WILL DESTROY
 PN0948'THE REFERENCE MARKS, SO THEY WERE MOVED.  A COMPLETE DESCRIPTION
 PN0948'FOLLOWS.
 PN0948'
 PN0948'STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF APPLETON AND
 PN0948'3 AND 1/2 MILES EAST OF HORTONVILLE ON PROPERTY OWNED BY
 PN0948'MR. WILLIAM HOFACKER JR. WHO LIVES ABOUT 1/4 MILE SOUTH
 PN0948'OF STATION.  THE MARK IS 56 FEET SOUTH OF THE CENTERLINE
 PN0948'OF GRADED ROAD, 18 FEET WEST OF THE CENTER OF FARM DRIVEWAY,
 PN0948'AND 5 FEET NORTHWEST OF SHORT-WAVE ANTENNAE POLE FOR
 PN0948'MICHIGAN-WISCONSIN POWER CO.  THE MARK IS 18 INCHES BELOW
 PN0948'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED HORTON 1954.
 PN0948'NOTES 1A AND 7A.
 PN0948'
 PN0948'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45
 PN0948'AND COUNTY ROAD M AT THE EAST EDGE OF HORTONVILLE, GO NORTH
 PN0948'ON COUNTY ROAD M FOR 0.3 MILE TO A FORK.  TAKE THE RIGHT
 PN0948'FORK NORTH AND EAST FOR 3.3 MILES TO THE TOP OF HILL, A
 PN0948'FARM ROAD ON THE RIGHT NEAR A SHORT-WAVE ANTENNAE POLE,
 PN0948'AND THE STATION AS DESCRIBED.
 PN0948'
 PN0948'REFERENCE MARK NO. 3 IS 70.98 FEET EAST-NORTHEAST OF THE
 PN0948'STATION, 67 FEET EAST-NORTHEAST OF SHORT-WAVE ANTENNAE POLES,
 PN0948'51 FEET EAST OF THE CENTER OF DRIVEWAY TO FARM, AND 40 FEET
 PN0948'SOUTH OF THE CENTER OF GRADED ROAD.  THE MARK PROJECTS 6
 PN0948'INCHES AND THE DISK IS STAMPED HORTON NO 3 1954.  NOTE 11A.
 PN0948'
 PN0948'REFERENCE MARK NO. 4 IS 59.91 FEET WEST-NORTHWEST OF THE
 PN0948'STATION, 65 FEET WEST-NORTHWEST OF SHORT-WAVE ANTENNAE POLES,
 PN0948'75 FEET WEST OF THE CENTER OF FARM DRIVEWAY, 40 FEET SOUTH
 PN0948'OF THE CENTER OF GRADED ROAD, AND 1 FOOT EAST OF WHITE WITNESS
 PN0948'POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 PN0948'HORTON NO 4 1954.  NOTE 11A.
 PN0948'
 PN0948'AZIMUTH MARK IS 0.4 MILE EAST OF THE STATION, 85 FEET NORTHEAST
 PN0948'OF THE EAST END OF A BRIDGE, 23 FEET NORTH OF THE CENTER
 PN0948'OF GRADED ROAD, 4 FEET EAST OF A WHITE WITNESS POST, AND
 PN0948'2 FEET SOUTH OF FENCE.  THE MARK PROJECTS 4 INCHES AND THE
 PN0948'DISK IS STAMPED HORTON 1954.  NOTE 16A.
 PN0948'
 PN0948'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.4
 PN0948'MILE TO THE AZIMUTH MARK ON THE LEFT.
 PN0948'
 PN0948'TRINITY EV. LUTHERAN CHURCH, STEEPLE (BRICK CHURCH WITH
 PN0948'STEEPLE ON NORTH END.) IS 3 MILES EAST AND 1/2 MILE NORTH
 PN0948'FROM THE STATION AND MAY BE USED FOR A NATURAL AZIMUTH.
 PN0948
 PN0948                          STATION RECOVERY (1970)
 PN0948
 PN0948'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 PN0948'REFERENCE MARK 4 WAS FOUND IN GOOD CONDITION, REFERENCE
 PN0948'MARK 3 FOUND UPROOTED.  THE AZIMUTH MARK WAS NOT FOUND AND
 PN0948'IS ASSUMED TO HAVE BEEN DESTROYED BY ROAD GRADING.  THE SURFACE
 PN0948'STATION MARK WAS NOT FOUND AND ASSUMED TO HAVE BEEN DESTROYED
 PN0948'BY GRADING FOR A METAL TRANSMITTING BUILDING WHICH HAS BEEN
 PN0948'PUT UP OVER THE STATION SITE.  THE UNDERGROUND STATION MARK
 PN0948'WAS FOUND TORN OUT AND THE DISK WAS SALVAGED.  THERE IS A
 PN0948'POSSIBILITY THAT THIS STATION CAN BE RESET BY USING THE
 PN0948'REFERENCE MARK 4 AND THE CHURCH STEEPLE IF AND WHEN THE
 PN0948'METAK BUILING IS TORN DOWN.  THE LINE OF SIGHT TO THE
 PN0948'REFERENCE MARK IS OBSTRUCTED BY THE BUILDING.
 PN0948'
 PN0948'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 PN0948'EAST OF HORTONVILLE
 PN0948
 PN0948                          STATION RECOVERY (1999)
 PN0948
 PN0948'RECOVERY NOTE BY US POWER SQUADRON 1999
 PN0948'RECOVERED IN GOOD CONDITION.
 PN0948
 PN0948                          STATION RECOVERY (2002)
 PN0948
 PN0948'RECOVERY NOTE BY US POWER SQUADRON 2002 (JMK)
 PN0948'RM-4 HORTON 1954 FOUND IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF6089 ***********************************************************************
 DF6089  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6089  DESIGNATION -  HORTONIA C GPS
 DF6089  PID         -  DF6089
 DF6089  STATE/COUNTY-  WI/OUTAGAMIE
 DF6089  USGS QUAD   -  HORTONVILLE (1975)
 DF6089
 DF6089                         *CURRENT SURVEY CONTROL
 DF6089  ___________________________________________________________________
 DF6089* NAD 83(1997)-  44 19 51.77276(N)    088 40 55.74252(W)     ADJUSTED  
 DF6089* NAVD 88     -       270.34   (meters)     886.9    (feet)  GPS OBS   
 DF6089  ___________________________________________________________________
 DF6089  X           -     105,104.769 (meters)                     COMP
 DF6089  Y           -  -4,568,805.903 (meters)                     COMP
 DF6089  Z           -   4,434,641.723 (meters)                     COMP
 DF6089  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 DF6089  ELLIP HEIGHT-         233.95  (meters)          (06/11/03) GPS OBS
 DF6089  GEOID HEIGHT-         -36.39  (meters)                     GEOID03
 DF6089
 DF6089  HORZ ORDER  -  FIRST
 DF6089  ELLP ORDER  -  THIRD     CLASS I
 DF6089
 DF6089.The horizontal coordinates were established by GPS observations
 DF6089.and adjusted by the National Geodetic Survey in June 2003..
 DF6089
 DF6089.The orthometric height was determined by GPS observations and a
 DF6089.high-resolution geoid model using precise GPS observation and
 DF6089.processing techniques.
 DF6089
 DF6089.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6089
 DF6089.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6089
 DF6089.The ellipsoidal height was determined by GPS observations
 DF6089.and is referenced to NAD 83.
 DF6089
 DF6089.The geoid height was determined by GEOID03.
 DF6089
 DF6089;                    North         East     Units Scale Factor Converg.
 DF6089;SPC WI C     -    56,158.026   705,104.067   MT  0.99998566   +0 55 47.4
 DF6089;SPC WI C     -   184,245.12  2,313,328.93   sFT  0.99998566   +0 55 47.4
 DF6089;UTM  16      - 4,910,018.630   365,886.725   MT  0.99982120   -1 10 32.4
 DF6089
 DF6089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6089!SPC WI C     -   0.99996332  x   0.99998566  =   0.99994898
 DF6089!UTM  16      -   0.99996332  x   0.99982120  =   0.99978452
 DF6089
 DF6089                          SUPERSEDED SURVEY CONTROL
 DF6089
 DF6089.No superseded survey control is available for this station.
 DF6089
 DF6089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6588710019(NAD 83)
 DF6089_MARKER: DD = SURVEY DISK
 DF6089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6089_STAMPING: HORTONIA C GPS 1993
 DF6089_MARK LOGO: WIDT  
 DF6089_PROJECTION: FLUSH
 DF6089_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6089+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2005
 DF6089
 DF6089  HISTORY     - Date     Condition        Report By
 DF6089  HISTORY     - 1993     MONUMENTED       WI-087
 DF6089  HISTORY     - 2000     GOOD             WIDT
 DF6089  HISTORY     - 20030702 GOOD             USPSQD
 DF6089  HISTORY     - 20041008 GOOD             USPSQD
 DF6089  HISTORY     - 20050712 GOOD             WIDT
 DF6089
 DF6089                          STATION DESCRIPTION
 DF6089
 DF6089'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DF6089'THE STATION IS LOCATED ABOUT 23 KM NORTHWEST OF APPLETON AND 3 KM WEST
 DF6089'OF HORTONVILLE.
 DF6089'OWNERSHIP--OUTAGAMIE COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DF6089'OF US HIGHWAY 45
 DF6089'WITH COUNTY HIGHWAY M IN THE VILLAGE OF HORTONVILLE, GO NORTHWEST ON
 DF6089'US HIGHWAY 45
 DF6089'FOR 3 KM TO COUNTY HIGHWAY T ON THE LEFT, TURN LEFT AND GO SOUTH ON
 DF6089'COUNTY HIGHWAY T
 DF6089'FOR 1.6 KM TO COUNTY HIGHWAY TT, TURN RIGHT AND GO WEST ON COUNTY
 DF6089'HIGHWAY TT FOR 0.5
 DF6089'KM TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DF6089'DEPARTMENT OF
 DF6089'TRANSPORTATION CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DF6089'CONCRETE POST
 DF6089'SET TO A DEPTH OF 1.8 M AND ABOUT 0.5 M BELOW THE HIGHWAY PAVEMENT.
 DF6089'THE STATION IS 10.3 M
 DF6089'NORTH OF THE CENTERLINE OF COUNTY HIGHWAY TT, 193 M EAST OF THE
 DF6089'EXTENDED CENTERLINE OF
 DF6089'PRIVATE ENTRANCE --W9867--, 45.3 M NORTHWEST OF POWER POLE
 DF6089'--72-2404--, 42.3 M NORTHEAST OF
 DF6089'POWER POLE --72-2405--, 1 M SOUTH OF A CULTIVATED FIELD, 0.9 M SOUTH
 DF6089'OF A STEEL WITNESS POST,
 DF6089'1.0 M EAST, 1.0 M WEST, AND 1.0 M NORTH OF THREE 4X4 ORANGE PLASTIC
 DF6089'WITNESS POSTS.
 DF6089'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF6089'THAN 15 DEGREES ABOVE
 DF6089'THE HORIZON.
 DF6089' 
 DF6089' 
 DF6089' 
 DF6089' 
 DF6089'
 DF6089
 DF6089                          STATION RECOVERY (2003)
 DF6089
 DF6089'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6089'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS IN THE CENTER OF A
 DF6089'TRIANGLE FORMED BY THREE ORANGE PLASTIC GUARD POSTS.
 DF6089
 DF6089                          STATION RECOVERY (2004)
 DF6089
 DF6089'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 DF6089'RECOVERED IN GOOD CONDITION.  NOTE-- HIGHWAY 45 IS NOW LABELED HIGHWAY
 DF6089'15.
 DF6089
 DF6089                          STATION RECOVERY (2005)
 DF6089
 DF6089'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DF6089'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF6072 ***********************************************************************
 DF6072  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6072  DESIGNATION -  HORTONIA W GPS
 DF6072  PID         -  DF6072
 DF6072  STATE/COUNTY-  WI/OUTAGAMIE
 DF6072  USGS QUAD   -  HORTONVILLE (1975)
 DF6072
 DF6072                         *CURRENT SURVEY CONTROL
 DF6072  ___________________________________________________________________
 DF6072* NAD 83(1997)-  44 21 15.33968(N)    088 42 59.28320(W)     ADJUSTED  
 DF6072* NAVD 88     -       260.69   (meters)     855.3    (feet)  GPS OBS   
 DF6072  ___________________________________________________________________
 DF6072  X           -     102,327.759 (meters)                     COMP
 DF6072  Y           -  -4,567,058.644 (meters)                     COMP
 DF6072  Z           -   4,436,479.759 (meters)                     COMP
 DF6072  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 DF6072  ELLIP HEIGHT-         224.29  (meters)          (06/11/03) GPS OBS
 DF6072  GEOID HEIGHT-         -36.40  (meters)                     GEOID03
 DF6072
 DF6072  HORZ ORDER  -  FIRST
 DF6072  ELLP ORDER  -  THIRD     CLASS I
 DF6072
 DF6072.The horizontal coordinates were established by GPS observations
 DF6072.and adjusted by the National Geodetic Survey in June 2003..
 DF6072
 DF6072.The orthometric height was determined by GPS observations and a
 DF6072.high-resolution geoid model using precise GPS observation and
 DF6072.processing techniques.
 DF6072
 DF6072.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6072
 DF6072.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6072
 DF6072.The ellipsoidal height was determined by GPS observations
 DF6072.and is referenced to NAD 83.
 DF6072
 DF6072.The geoid height was determined by GEOID03.
 DF6072
 DF6072;                    North         East     Units Scale Factor Converg.
 DF6072;SPC WI C     -    58,693.231   702,326.615   MT  0.99998192   +0 54 20.3
 DF6072;SPC WI C     -   192,562.71  2,304,216.57   sFT  0.99998192   +0 54 20.3
 DF6072;UTM  16      - 4,912,653.756   363,204.721   MT  0.99983014   -1 12 00.6
 DF6072
 DF6072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6072!SPC WI C     -   0.99996483  x   0.99998192  =   0.99994675
 DF6072!UTM  16      -   0.99996483  x   0.99983014  =   0.99979498
 DF6072
 DF6072                          SUPERSEDED SURVEY CONTROL
 DF6072
 DF6072.No superseded survey control is available for this station.
 DF6072
 DF6072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6320512654(NAD 83)
 DF6072_MARKER: DD = SURVEY DISK
 DF6072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6072_STAMPING: HORTONIA W GPS 1993
 DF6072_MARK LOGO: WI-087
 DF6072_PROJECTION: FLUSH
 DF6072_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6072+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 DF6072
 DF6072  HISTORY     - Date     Condition        Report By
 DF6072  HISTORY     - 1993     MONUMENTED       WI-087
 DF6072  HISTORY     - 20001226 GOOD             WIDT
 DF6072  HISTORY     - 20030702 GOOD             USPSQD
 DF6072  HISTORY     - 20041008 GOOD             USPSQD
 DF6072  HISTORY     - 20060112 GOOD             WIDT
 DF6072
 DF6072                          STATION DESCRIPTION
 DF6072
 DF6072'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DF6072'THE STATION IS LOCATED ABOUT 25 KM NORTHWEST OF APPLETON AND 3 KM
 DF6072'SOUTH OF NEW
 DF6072'LONDON.  OWNERSHIP--TOWN OF HORTONIA.  TO REACH THE STATION FROM THE
 DF6072'JUNCTION OF US
 DF6072'HIGHWAY 45 WITH STATE HIGHWAY 54 IN THE CITY OF NEW LONDON, GO SOUTH
 DF6072'ON US HIGHWAY 45
 DF6072'FOR 5.5 KM TO CROSS ROAD ON THE RIGHT, TURN RIGHT AND GO WEST ON CROSS
 DF6072'ROAD FOR 0.1 KM
 DF6072'TO LEDGE HILL ROAD ON THE LEFT, TURN LEFT AND GO SOUTH ON LEDGE HILL
 DF6072'ROAD FOR 0.5 KM TO
 DF6072'THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DF6072'OF
 DF6072'TRANSPORTATION CONTROL STATION SET IN THE TOP OF A 41-CM DIAMETER
 DF6072'CONCRETE POST SET
 DF6072'TO A DEPTH OF 1.8 M AND ABOUT 0.5 M BELOW THE ROAD PAVEMENT.  THE
 DF6072'STATION IS 8.8 M EAST OF
 DF6072'THE CENTERLINE OF LEDGE HILL ROAD, 34 M SOUTH OF A FIELD ENTRANCE, 1.0
 DF6072'KM NORTH OF
 DF6072'GIVENS ROAD, 0.9 M WEST OF A STEEL WITNESS POST, 1.0 M SOUTHWEST AND
 DF6072'1.0 M NORTHWEST OF
 DF6072'TWO 4X4 ORANGE PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO
 DF6072'VISIBLE OBSTRUCTIONS
 DF6072'EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF6072' 
 DF6072' 
 DF6072' 
 DF6072' 
 DF6072'
 DF6072
 DF6072                          STATION RECOVERY (2003)
 DF6072
 DF6072'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6072'RECOVERED IN GOOD CONDITION.
 DF6072
 DF6072                          STATION RECOVERY (2004)
 DF6072
 DF6072'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 DF6072'RECOVERED IN GOOD CONDITION.
 DF6072
 DF6072                          STATION RECOVERY (2006)
 DF6072
 DF6072'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF6072'RECOVERED IN GOOD CONDITION.
 DF6072'US HIGHWAY 45 HAS BEEN REROUTED SO A NEW TO REACH FOLLOWS-- FROM THE
 DF6072'JUNCTION OF US HIGHWAY 45 WITH STATE HIGHWAY 15 AND COUNTY HIGHWAY T
 DF6072'AT THE SOUTHEAST EDGE OF NEW LONDON, GO SOUTHEAST ON STATE HIGHWAY 15
 DF6072'AND COUNTY HIGHWAY T FOR 1.0 MILE TO CROSS ROAD RIGHT, TURN RIGHT AND
 DF6072'GO WEST ON CROSS ROAD FOR 0.1 MILE TO LEDGE HILL ROAD LEFT, TURN LEFT
 DF6072'AND GO SOUTH ON LEDGE HILL ROAD FOR 0.32 MILE TO THE STATION ON THE
 DF6072'LEFT.
 DF6072'ADD-- THE STATION IS 1.0 M EAST, 1.0 M NORTHWEST, AND 1.0 M SOUTHWEST
 DF6072'OF THREE ORANGE 4X4 PLASTIC GUARD POSTS AND 0.9 M WEST OF A YELLOW
 DF6072'METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7705 ***********************************************************************
 DE7705  DESIGNATION -  HORTONVILLE GPS
 DE7705  PID         -  DE7705
 DE7705  STATE/COUNTY-  WI/OUTAGAMIE
 DE7705  USGS QUAD   -  NEW LONDON (1992)
 DE7705
 DE7705                         *CURRENT SURVEY CONTROL
 DE7705  ___________________________________________________________________
 DE7705* NAD 83(1997)-  44 22 52.99070(N)    088 38 21.08036(W)     ADJUSTED  
 DE7705* NAVD 88     -       235.584  (meters)     772.91   (feet)  ADJUSTED  
 DE7705  ___________________________________________________________________
 DE7705  X           -     108,437.074 (meters)                     COMP
 DE7705  Y           -  -4,564,791.404 (meters)                     COMP
 DE7705  Z           -   4,438,617.009 (meters)                     COMP
 DE7705  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 DE7705  ELLIP HEIGHT-         199.22  (meters)          (06/11/03) GPS OBS
 DE7705  GEOID HEIGHT-         -36.35  (meters)                     GEOID03
 DE7705  DYNAMIC HT  -         235.547 (meters)     772.79  (feet)  COMP
 DE7705  MODELED GRAV-     980,455.0   (mgal)                       NAVD 88
 DE7705
 DE7705  HORZ ORDER  -  B
 DE7705  VERT ORDER  -  SECOND    CLASS I
 DE7705  ELLP ORDER  -  FOURTH    CLASS I
 DE7705
 DE7705.The horizontal coordinates were established by GPS observations
 DE7705.and adjusted by the WI DEPT OF TRANSP in June 2003..
 DE7705
 DE7705.The orthometric height was determined by differential leveling
 DE7705.and adjusted by the National Geodetic Survey in May 2003..
 DE7705
 DE7705.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7705
 DE7705.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7705
 DE7705.The ellipsoidal height was determined by GPS observations
 DE7705.and is referenced to NAD 83.
 DE7705
 DE7705.The geoid height was determined by GEOID03.
 DE7705
 DE7705.The dynamic height is computed by dividing the NAVD 88
 DE7705.geopotential number by the normal gravity value computed on the
 DE7705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7705.degrees latitude (g = 980.6199 gals.).
 DE7705
 DE7705.The modeled gravity was interpolated from observed gravity values.
 DE7705
 DE7705;                    North         East     Units Scale Factor Converg.
 DE7705;SPC WI C     -    61,807.204   708,436.400   MT  0.99997775   +0 57 36.6
 DE7705;SPC WI C     -   202,779.14  2,324,261.76   sFT  0.99997775   +0 57 36.6
 DE7705;UTM  16      - 4,915,540.606   369,423.833   MT  0.99980968   -1 08 48.0
 DE7705
 DE7705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7705!SPC WI C     -   0.99996876  x   0.99997775  =   0.99994651
 DE7705!UTM  16      -   0.99996876  x   0.99980968  =   0.99977845
 DE7705
 DE7705                          SUPERSEDED SURVEY CONTROL
 DE7705
 DE7705  NAVD 88 (06/11/03)  235.58   (m)          772.9    (f) LEVELING    3  
 DE7705
 DE7705.Superseded values are not recommended for survey control.
 DE7705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7705.See file dsdata.txt to determine how the superseded data were derived.
 DE7705
 DE7705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6942415541(NAD 83)
 DE7705_MARKER: DD = SURVEY DISK
 DE7705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7705_STAMPING: HORTONVILLE GPS 1993
 DE7705_MARK LOGO: WIDT  
 DE7705_PROJECTION: FLUSH
 DE7705_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7705_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7705+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2005
 DE7705
 DE7705  HISTORY     - Date     Condition        Report By
 DE7705  HISTORY     - 1993     MONUMENTED       WI-087
 DE7705  HISTORY     - 20010508 GOOD             WIDT
 DE7705  HISTORY     - 20030611 GOOD             USPSQD
 DE7705  HISTORY     - 20041008 GOOD             USPSQD
 DE7705  HISTORY     - 20050712 GOOD             WIDT
 DE7705
 DE7705                          STATION DESCRIPTION
 DE7705
 DE7705'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7705'THE STATION IS LOCATED ABOUT 22 KM NORTHWEST OF APPLETON, 8 KM EAST
 DE7705'OF NEW LONDON AND 5 KM NORTH OF HORTONVILLE.  OWNERSHIP--OUTAGAMIE
 DE7705'COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 45 WITH
 DE7705'COUNTY HIGHWAY M IN THE VILLAGE OF HORTONVILLE, GO NORTH ON COUNTY
 DE7705'HIGHWAY M FOR 5.3 KM TO COUNTY HIGHWAY S, TURN LEFT AND GO WEST ON
 DE7705'COUNTY HIGHWAY S FOR 0.3 KM TO THE STATION ON THE RIGHT.  THE STATION
 DE7705'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GPS GEODETIC
 DE7705'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DE7705'SET TO A DEPTH OF 1.8 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DE7705'THE STATION IS 10.8 M NORTH OF THE CENTERLINE OF COUNTY HIGHWAY S,
 DE7705'48.1 M NORTHEAST OF A POWER POLE --66-477--, 17.9 M NORTH OF WOOD
 DE7705'POST FOR A --JCT M-- SIGN, 12.5 M WEST OF THE CENTER OF A FIELD
 DE7705'ENTRANCE, 2 M SOUTH OF A CULTIVATED FIELD, AND 1.2 M SOUTH OF A STEEL
 DE7705'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DE7705'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7705
 DE7705                          STATION RECOVERY (2003)
 DE7705
 DE7705'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7705'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS IN THE CENTER OF A
 DE7705'TRIANGLE FORMED BY THREE ORANGE PLASTIC GUARD POSTS.
 DE7705
 DE7705                          STATION RECOVERY (2004)
 DE7705
 DE7705'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 DE7705'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 13 M EAST OF
 DE7705'THE EXTENDED CENTERLINE OF THE DRIVEWAY TO THE RESIDENCE AT --W8983--.
 DE7705' 
 DE7705
 DE7705                          STATION RECOVERY (2005)
 DE7705
 DE7705'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7705'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.2 M SOUTH OF A
 DE7705'METAL WITNESS POST AND 1.0 M NORTH, 1.0 M SOUTHEAST, AND 1.0 M
 DE7705'SOUTHWEST OF THREE ORANGE PLASTIC GUARD POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB8490 ***********************************************************************
 AB8490  DESIGNATION -  HOSS
 AB8490  PID         -  AB8490
 AB8490  STATE/COUNTY-  WI/BURNETT
 AB8490  USGS QUAD   -  HERTEL (1982)
 AB8490
 AB8490                         *CURRENT SURVEY CONTROL
 AB8490  ___________________________________________________________________
 AB8490* NAD 83(1997)-  45 52 24.57141(N)    092 12 31.55449(W)     ADJUSTED  
 AB8490* NAVD 88     -       307.5    (meters)    1009.     (feet)  GPS OBS   
 AB8490  ___________________________________________________________________
 AB8490  X           -    -171,452.805 (meters)                     COMP
 AB8490  Y           -  -4,445,314.331 (meters)                     COMP
 AB8490  Z           -   4,555,669.879 (meters)                     COMP
 AB8490  LAPLACE CORR-          -7.75  (seconds)                    DEFLEC99
 AB8490  ELLIP HEIGHT-         280.50  (meters)          (01/30/03) GPS OBS
 AB8490  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AB8490
 AB8490  HORZ ORDER  -  FIRST
 AB8490  ELLP ORDER  -  FOURTH    CLASS I
 AB8490
 AB8490.The horizontal coordinates were established by GPS observations
 AB8490.and adjusted by the National Geodetic Survey in January 2003..
 AB8490
 AB8490.The orthometric height was determined by GPS observations and a
 AB8490.high-resolution geoid model.
 AB8490
 AB8490.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8490
 AB8490.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8490
 AB8490.The ellipsoidal height was determined by GPS observations
 AB8490.and is referenced to NAD 83.
 AB8490
 AB8490.The geoid height was determined by GEOID03.
 AB8490
 AB8490;                    North         East     Units Scale Factor Converg.
 AB8490;SPC WI N     -    80,943.326   428,541.473   MT  0.99995847   -1 35 36.0
 AB8490;SPC WI N     -   265,561.56  1,405,973.15   sFT  0.99995847   -1 35 36.0
 AB8490;UTM  15      - 5,080,296.108   561,406.568   MT  0.99964636   +0 34 04.7
 AB8490
 AB8490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8490!SPC WI N     -   0.99995603  x   0.99995847  =   0.99991450
 AB8490!UTM  15      -   0.99995603  x   0.99964636  =   0.99960240
 AB8490
 AB8490                          SUPERSEDED SURVEY CONTROL
 AB8490
 AB8490  NAD 83(1991)-  45 52 24.57087(N)    092 12 31.55258(W) AD(       ) 1
 AB8490  ELLIP H (12/09/96)  280.54   (m)                       GP(       ) 4 1
 AB8490
 AB8490.Superseded values are not recommended for survey control.
 AB8490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8490.See file dsdata.txt to determine how the superseded data were derived.
 AB8490
 AB8490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6140780296(NAD 83)
 AB8490_MARKER: DD = SURVEY DISK
 AB8490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8490_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8490+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB8490
 AB8490  HISTORY     - Date     Condition        Report By
 AB8490  HISTORY     - 1993     MONUMENTED       WI-013
 AB8490
 AB8490                          STATION DESCRIPTION
 AB8490
 AB8490'DESCRIBED BY BURNETT COUNTY WISCONSIN 1993
 AB8490'THE STATION IS LOCATED 4.8 MI (7.7 KM) NORTHWEST OF HERTEL POST OFFICE
 AB8490'(AT THE INTERSECTION OF STATE TRUNK HIGHWAY 70 AND COUNTY ROAD X) ,
 AB8490'7.6 MI (12.2 KM) EAST-SOUTHEAST OF THE VILLAGE OF WEBSTER IN THE
 AB8490'SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER, SECTION 10, T39N, R15W,
 AB8490'TOWN OF SAND LAKE.  TO REACH THE STATION FROM THE VILLAGE OF WEBSTER
 AB8490'(WHERE STATE TRUNK HIGHWAY 35 AND COUNTY ROAD FF MEET) GO SOUTH ALONG
 AB8490'STATE HIGHWAY 35 .5 MI (0.8 KM) TO COUNTY ROAD X, GO EASTERLY ALONG
 AB8490'COUNTY ROAD X 4.7 MI (7.6 KM) TO GASLYN ROAD, CONTINUE EAST ALONG
 AB8490'GASLYN ROAD 3.09 MI (4.97 KM) TO STATION.  THE STATION IS LOCATED 435
 AB8490'FEET (132.6 M) WEST OF WHERE GASLYN ROAD TURNS SHARPLY SOUTH, 26 FEET
 AB8490'(7.9 M) NORTH OF ROAD, 11 FEET (3.4 M) SOUTH OF OVERHEAD POWER LINE.
 AB8490'FIBERGLASS WITNESS POST SET ALONG NORTH SIDE OF STATION.  THE STATION
 AB8490'MARKER IS SET IN A 30 CM ROUND CONCRETE MONUMENT 3 CM BELOW THE GROUND
 AB8490'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB8464 ***********************************************************************
 AB8464  DESIGNATION -  HOTEL
 AB8464  PID         -  AB8464
 AB8464  STATE/COUNTY-  WI/BURNETT
 AB8464  USGS QUAD   -  SIREN WEST (1982)
 AB8464
 AB8464                         *CURRENT SURVEY CONTROL
 AB8464  ___________________________________________________________________
 AB8464* NAD 83(1997)-  45 47 14.91915(N)    092 23 03.57944(W)     ADJUSTED  
 AB8464* NAVD 88     -       302.8    (meters)     993.     (feet)  GPS OBS   
 AB8464  ___________________________________________________________________
 AB8464  X           -    -185,358.224 (meters)                     COMP
 AB8464  Y           -  -4,451,616.702 (meters)                     COMP
 AB8464  Z           -   4,549,004.778 (meters)                     COMP
 AB8464  LAPLACE CORR-          -5.40  (seconds)                    DEFLEC99
 AB8464  ELLIP HEIGHT-         275.87  (meters)          (01/30/03) GPS OBS
 AB8464  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AB8464
 AB8464  HORZ ORDER  -  FIRST
 AB8464  ELLP ORDER  -  FOURTH    CLASS I
 AB8464
 AB8464.The horizontal coordinates were established by GPS observations
 AB8464.and adjusted by the National Geodetic Survey in January 2003..
 AB8464
 AB8464.The orthometric height was determined by GPS observations and a
 AB8464.high-resolution geoid model.
 AB8464
 AB8464.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8464
 AB8464.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8464
 AB8464.The ellipsoidal height was determined by GPS observations
 AB8464.and is referenced to NAD 83.
 AB8464
 AB8464.The geoid height was determined by GEOID03.
 AB8464
 AB8464;                    North         East     Units Scale Factor Converg.
 AB8464;SPC WI N     -    71,781.695   414,630.188   MT  0.99996725   -1 43 11.9
 AB8464;SPC WI N     -   235,503.78  1,360,332.54   sFT  0.99996725   -1 43 11.9
 AB8464;UTM  15      - 5,070,619.522   547,855.101   MT  0.99962815   +0 26 28.7
 AB8464
 AB8464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8464!SPC WI N     -   0.99995675  x   0.99996725  =   0.99992400
 AB8464!UTM  15      -   0.99995675  x   0.99962815  =   0.99958492
 AB8464
 AB8464                          SUPERSEDED SURVEY CONTROL
 AB8464
 AB8464  NAD 83(1991)-  45 47 14.91884(N)    092 23 03.57818(W) AD(       ) 1
 AB8464  ELLIP H (12/09/96)  275.91   (m)                       GP(       ) 4 1
 AB8464
 AB8464.Superseded values are not recommended for survey control.
 AB8464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8464.See file dsdata.txt to determine how the superseded data were derived.
 AB8464
 AB8464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4785570620(NAD 83)
 AB8464_MARKER: DD = SURVEY DISK
 AB8464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8464_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8464+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB8464
 AB8464  HISTORY     - Date     Condition        Report By
 AB8464  HISTORY     - 1993     MONUMENTED       WI-013
 AB8464
 AB8464                          STATION DESCRIPTION
 AB8464
 AB8464'DESCRIBED BY BURNETT COUNTY WISCONSIN 1993
 AB8464'THE STATION IS LOCATED IN THE VILLAGE OF SIREN, WISCONSIN , 23.2 KM
 AB8464'(14.40 MI) NORTHWEST OF THE VILLAGE OF GRANTSBURG, WISCONSIN, IN THE
 AB8464'SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER, SECTION 8, T38N, R16W,
 AB8464'TOWN OF SIREN.  TO REACH THE STATION FROM WHERE STATE HIGHWAY 70,
 AB8464'STATE HIGHWAY 35 AND COUNTY ROAD B JUNCTION, GO NORTH ALONG STATE
 AB8464'TRUNK HIGHWAY 35/70 .32 KM (0.20 MI) TO MAIN STREET, GO WEST ALONG
 AB8464'MAIN STREET .26 KM (0.15 MI) TO STATION LOCATED 50 FEET (15.2 M) NORTH
 AB8464'OF MAIN STREET, 30 FEET (9.1 M) WEST OF THE GANDY DANCER RECREATIONAL
 AB8464'TRAIL, SOUTHWEST OF COAL/METAL YARD.  FIBERGLASS WITNESS POST SET
 AB8464'ALONG NORTH SIDE OF THE STATION.  THE STATION MARKER IS SET IN A 30 CM
 AB8464'ROUND CONCRETE MONUMENT 6 CM BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1253 ***********************************************************************
 PN1253  DESIGNATION -  HOTVEDT
 PN1253  PID         -  PN1253
 PN1253  STATE/COUNTY-  WI/PORTAGE
 PN1253  USGS QUAD   -  NEW HOPE (1986)
 PN1253
 PN1253                         *CURRENT SURVEY CONTROL
 PN1253  ___________________________________________________________________
 PN1253* NAD 83(1991)-  44 31 32.59678(N)    089 17 38.65155(W)     ADJUSTED  
 PN1253* NAVD 88     -       346.7    (meters)    1137.     (feet)  VERTCON   
 PN1253  ___________________________________________________________________
 PN1253  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 PN1253  GEOID HEIGHT-         -36.07  (meters)                     GEOID03
 PN1253
 PN1253  HORZ ORDER  -  SECOND
 PN1253
 PN1253.The horizontal coordinates were established by classical geodetic methods
 PN1253.and adjusted by the National Geodetic Survey in November 1991..
 PN1253
 PN1253.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1253
 PN1253.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1253
 PN1253.The geoid height was determined by GEOID03.
 PN1253
 PN1253;                    North         East     Units Scale Factor Converg.
 PN1253;SPC WI C     -    77,180.665   656,114.635   MT  0.99995931   +0 29 53.1
 PN1253;SPC WI C     -   253,216.90  2,152,602.76   sFT  0.99995931   +0 29 53.1
 PN1253;UTM  16      - 4,932,826.038   317,705.925   MT  1.00000868   -1 36 32.8
 PN1253
 PN1253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1253!SPC WI C     -   0.99995130  x   0.99995931  =   0.99991061
 PN1253!UTM  16      -   0.99995130  x   1.00000868  =   0.99995998
 PN1253
 PN1253|---------------------------------------------------------------------|
 PN1253| PID    Reference Object                     Distance      Geod. Az  |
 PN1253|                                                           dddmmss.s |
 PN1253| CS5141 HOTVEDT RM 1                         28.631 METERS 22547     |
 PN1253| CS5142 HOTVEDT RM 2                         24.589 METERS 30344     |
 PN1253|---------------------------------------------------------------------|
 PN1253
 PN1253                          SUPERSEDED SURVEY CONTROL
 PN1253
 PN1253  NAD 83(1986)-  44 31 32.59505(N)    089 17 38.65976(W) AD(       ) 2
 PN1253  NGVD 29 (01/14/91)  346.7    (m)         1137.     (f) VERT ANG       
 PN1253
 PN1253.Superseded values are not recommended for survey control.
 PN1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1253.See file dsdata.txt to determine how the superseded data were derived.
 PN1253
 PN1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ1770632826(NAD 83)
 PN1253_MARKER: DE = TRAVERSE STATION DISK
 PN1253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN1253_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1253+STABILITY: SURFACE MOTION
 PN1253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN1253+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2004
 PN1253
 PN1253  HISTORY     - Date     Condition        Report By
 PN1253  HISTORY     - 1979     MONUMENTED       WIDT
 PN1253  HISTORY     - 20040111 GOOD             USPSQD
 PN1253
 PN1253                          STATION DESCRIPTION
 PN1253
 PN1253'DESCRIBED BY WI DEPT OF TRANSP 1979 (LTK)
 PN1253'THE STATION IS LOCATED ABOUT 8 MILES WEST NORTHWEST OF IOLA, 7 MILES
 PN1253'SOUTH SOUTHEAST OF ROSHOLT, AND 2.5 MILES NORTHEAST OF NELSONVILLE ON
 PN1253'RIGHT OF WAY OF CTH A.
 PN1253'
 PN1253'TO REACH THE STATION FROM THE JUNCTION OF STH 161 AND CTH A ABOUT 1
 PN1253'MILE NORTHEAST OF NELSONVILLE, GO NORTH ON CTH A FOR 1.55 MILES TO
 PN1253'JUNCTION WITH A PAVED SIDE ROAD TO THE EAST--HOTVEDT ROAD--AND STATION
 PN1253'IN SOUTHEAST QUADRANT OF THE INTERSECTION.
 PN1253'
 PN1253'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---HOTVEDT 1979---.
 PN1253'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINRICAL CONCRETE
 PN1253'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 37 FEET SOUTH
 PN1253'OF THE CENTER OF HOTVEDT ROAD, 35 FEET EAST OF THE CENTER OF CTH A,
 PN1253'3.5 FEET EAST OF A POWER POLE--WP+L 24-10-28--, AND 1 FOOT NORTHWEST
 PN1253'OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 PN1253'MASS OF CONCRETE 4.9 FEET BELOW GROUND.
 PN1253'
 PN1253'REFERENCE MARK 1 IS A STANDARD WIDT DISK STAMPED---HOTVEDT RM 1
 PN1253'1979---SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 PN1253'PROJECTS 1 INCH ABOVE GROUND.  IT IS 110.5 FEET SOUTH OF THE EAST END
 PN1253'OF A FENCE LINE, 50.5 FEET SOUTH OF A TELEPHONE CABLE PEDESTAL--A8A-LP
 PN1253'-T--, 32 FEET WEST OF THE CENTER OF CTH A, AND 2.7 FEET NORTH OF A
 PN1253'TELEPHONE POLE.
 PN1253'
 PN1253'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---HOTVEDT RM 2
 PN1253'1979---SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 PN1253'PROJECTS 1 INCH ABOVE GROUND.  IT IS 82 FEET NORTHWEST OF A METAL
 PN1253'WITNESS POST, 59 FEET NORTH OF A TELEPHONE CABLE PEDESTAL--A8A-LP-T--,
 PN1253'31.5 FEET WEST OF THE CENTER OF CTH A, AND 2.5 FEET EAST OF THE EAST
 PN1253'END OF A FENCE LINE.
 PN1253'
 PN1253'NO AZIMUTH MARK WAS SET.  HEIGHT OF LIGHT ABOVE MARK WAS 1.44 METERS.
 PN1253
 PN1253                          STATION RECOVERY (2004)
 PN1253
 PN1253'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN1253'STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION.  ADD--
 PN1253'THE STATION IS ABOUT 6 FEET NORTHEAST OF TELEPHONE PEDESTAL NUMBER
 PN1253'--ZR-10--, 3.5 FEET EAST OF UTILITY POLE --24-10-28 26/26--, AND 2.9
 PN1253'FEET SOUTHWEST OF A --CO TRK A/HOTVEDT RD-- SIGN POST.
 PN1253'REFERENCE MARK 1 WAS RECOVERED, BUT THERE IS NO TELEPHONE POLE AS
 PN1253'DESCRIBED PRESENT.
 PN1253'REFERENCE MARK 2, IF PRESENT, IS UNDER HEAVY GRASS COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0263 ***********************************************************************
 QN0263  DESIGNATION -  HOUSE
 QN0263  PID         -  QN0263
 QN0263  STATE/COUNTY-  WI/WASHBURN
 QN0263  USGS QUAD   -  BEAN LAKE (1971)
 QN0263
 QN0263                         *CURRENT SURVEY CONTROL
 QN0263  ___________________________________________________________________
 QN0263* NAD 83(1991)-  45 53 50.23416(N)    091 34 41.17112(W)     ADJUSTED  
 QN0263* NAVD 88     -       380.082  (meters)    1246.99   (feet)  POSTED    
 QN0263  ___________________________________________________________________
 QN0263  LAPLACE CORR-          -4.59  (seconds)                    DEFLEC99
 QN0263  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 QN0263  DYNAMIC HT  -         380.070 (meters)    1246.95  (feet)  COMP
 QN0263  MODELED GRAV-     980,583.1   (mgal)                       NAVD 88
 QN0263
 QN0263  HORZ ORDER  -  FIRST
 QN0263  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QN0263
 QN0263.The horizontal coordinates were established by classical geodetic methods
 QN0263.and adjusted by the National Geodetic Survey in March 1999..
 QN0263
 QN0263.The orthometric height was determined by differential leveling
 QN0263.and adjusted by the National Geodetic Survey in 1992..
 QN0263.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QN0263.rate of 0.0 thru 1.0 mm/km.
 QN0263
 QN0263.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0263
 QN0263.The geoid height was determined by GEOID03.
 QN0263
 QN0263.The dynamic height is computed by dividing the NAVD 88
 QN0263.geopotential number by the normal gravity value computed on the
 QN0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0263.degrees latitude (g = 980.6199 gals.).
 QN0263
 QN0263.The modeled gravity was interpolated from observed gravity values.
 QN0263
 QN0263;                    North         East     Units Scale Factor Converg.
 QN0263;SPC WI N     -    82,420.412   477,542.323   MT  0.99995643   -1 08 18.2
 QN0263;SPC WI N     -   270,407.64  1,566,736.77   sFT  0.99995643   -1 08 18.2
 QN0263;UTM  15      - 5,083,618.456   610,303.977   MT  0.99974958   +1 01 16.2
 QN0263
 QN0263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0263!SPC WI N     -   0.99994498  x   0.99995643  =   0.99990141
 QN0263!UTM  15      -   0.99994498  x   0.99974958  =   0.99969457
 QN0263
 QN0263|---------------------------------------------------------------------|
 QN0263| PID    Reference Object                     Distance      Geod. Az  |
 QN0263|                                                           dddmmss.s |
 QN0263| QN0264 ROUND                               370.260 METERS 21312     |
 QN0263| CJ5103 HOUSE RM                             14.330 METERS 22756     |
 QN0263|---------------------------------------------------------------------|
 QN0263
 QN0263                          SUPERSEDED SURVEY CONTROL
 QN0263
 QN0263  NAD 83(1991)-  45 53 50.23323(N)    091 34 41.17126(W) AD(       ) 1
 QN0263  NAD 83(1986)-  45 53 50.23133(N)    091 34 41.16400(W) AD(       ) 1
 QN0263  NAD 27      -  45 53 50.41000(N)    091 34 40.56900(W) AD(       ) 1
 QN0263  NGVD 29 (??/??/92)  380.106  (m)         1247.06   (f) ADJ UNCH    1 2
 QN0263
 QN0263.Superseded values are not recommended for survey control.
 QN0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0263.See file dsdata.txt to determine how the superseded data were derived.
 QN0263
 QN0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1030483618(NAD 83)
 QN0263_MARKER: DS = TRIANGULATION STATION DISK
 QN0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0263_STAMPING: ELEV 1247.064 FT HOUSE 1921
 QN0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0263+STABILITY: SURFACE MOTION
 QN0263
 QN0263  HISTORY     - Date     Condition        Report By
 QN0263  HISTORY     - 1921     MONUMENTED       CGS
 QN0263  HISTORY     - 1922     GOOD             NGS
 QN0263  HISTORY     - 1934     GOOD             NGS
 QN0263  HISTORY     - 1952     GOOD             CGS
 QN0263  HISTORY     - 20040507 MARK NOT FOUND   USPSQD
 QN0263
 QN0263                          STATION DESCRIPTION
 QN0263
 QN0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0263'STATION IS ABOUT 4-1/4 MILES N OF STONE LAKE ON THE W SIDE OF THE
 QN0263'TRACK OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY,
 QN0263'40 METERS SW OF N END OF FOURTH CURVE N OF STONE LAKE, 11.29
 QN0263'METERS (37.045 FEET) W OF W RAIL.
 QN0263'
 QN0263'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 QN0263'DISKS SET IN CONCRETE.
 QN0263
 QN0263                          STATION RECOVERY (1922)
 QN0263
 QN0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 QN0263'4.5 MI N FROM STONE LAKE.
 QN0263'IN WASHBURN COUNTY, 4.5 MILES NORTH ALONG THE MINNEAPOLIS, ST.
 QN0263'PAUL AND SAULT STE. MARIE RAILROAD FROM STONE LAKE, SAWYER COUNTY,
 QN0263'130 FEET SOUTHWEST OF THE NORTH END OF THE FOURTH CURVE NORTH OF
 QN0263'STONE LAKE, AND 37.0 FEET WEST OF THE WEST RAIL.  A STANDARD
 QN0263'TRIANGULATION-STATION DISK, STAMPED ELEV. 1247.064 FT. HOUSE 1921
 QN0263'AND SET IN THE TOP OF A CONCRETE POST.
 QN0263
 QN0263                          STATION RECOVERY (1934)
 QN0263
 QN0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QN0263'RECOVERED IN GOOD CONDITION.
 QN0263
 QN0263                          STATION RECOVERY (1952)
 QN0263
 QN0263'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QN0263'STATION MARK AND REFERENCE MARK WERE RECOVERED AS DESCRIBED AND
 QN0263'FOUND TO BE IN GOOD CONDITION.
 QN0263
 QN0263                          STATION RECOVERY (2004)
 QN0263
 QN0263'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 QN0263'MARK NOT FOUND,RR REMOVED. USPS JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1315 ***********************************************************************
 PN1315  DESIGNATION -  HOUSE
 PN1315  PID         -  PN1315
 PN1315  STATE/COUNTY-  WI/PORTAGE
 PN1315  USGS QUAD   -  STEVENS POINT (1991)
 PN1315
 PN1315                         *CURRENT SURVEY CONTROL
 PN1315  ___________________________________________________________________
 PN1315* NAD 83(1991)-  44 31 11.31756(N)    089 31 24.02083(W)     ADJUSTED  
 PN1315* NAVD 88     -       334.7    (meters)    1098.     (feet)  VERTCON   
 PN1315  ___________________________________________________________________
 PN1315  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 PN1315  GEOID HEIGHT-         -35.84  (meters)                     GEOID03
 PN1315
 PN1315  HORZ ORDER  -  SECOND
 PN1315
 PN1315.The horizontal coordinates were established by classical geodetic methods
 PN1315.and adjusted by the National Geodetic Survey in November 1991..
 PN1315
 PN1315.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1315
 PN1315.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1315
 PN1315.The geoid height was determined by GEOID03.
 PN1315
 PN1315;                    North         East     Units Scale Factor Converg.
 PN1315;SPC WI C     -    76,391.164   637,894.057   MT  0.99995994   +0 20 10.8
 PN1315;SPC WI C     -   250,626.68  2,092,824.09   sFT  0.99995994   +0 20 10.8
 PN1315;UTM  16      - 4,932,706.854   299,466.975   MT  1.00009456   -1 46 11.4
 PN1315
 PN1315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1315!SPC WI C     -   0.99995315  x   0.99995994  =   0.99991309
 PN1315!UTM  16      -   0.99995315  x   1.00009456  =   1.00004770
 PN1315
 PN1315|---------------------------------------------------------------------|
 PN1315| PID    Reference Object                     Distance      Geod. Az  |
 PN1315|                                                           dddmmss.s |
 PN1315| CS5515 HOUSE RM 2                           10.820 METERS 14428     |
 PN1315| CS5514 HOUSE RM 1                           11.190 METERS 32457     |
 PN1315|---------------------------------------------------------------------|
 PN1315
 PN1315                          SUPERSEDED SURVEY CONTROL
 PN1315
 PN1315  NAD 83(1986)-  44 31 11.31494(N)    089 31 24.03109(W) AD(       ) 2
 PN1315  NGVD 29 (03/14/91)  334.7    (m)         1098.     (f) VERT ANG       
 PN1315
 PN1315.Superseded values are not recommended for survey control.
 PN1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1315.See file dsdata.txt to determine how the superseded data were derived.
 PN1315
 PN1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ9946732707(NAD 83)
 PN1315_MARKER: DE = TRAVERSE STATION DISK
 PN1315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN1315_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1315+STABILITY: SURFACE MOTION
 PN1315
 PN1315  HISTORY     - Date     Condition        Report By
 PN1315  HISTORY     - 1982     MONUMENTED       WIDT
 PN1315  HISTORY     - 20031205 MARK NOT FOUND   USPSQD
 PN1315
 PN1315                          STATION DESCRIPTION
 PN1315
 PN1315'DESCRIBED BY WI DEPT OF TRANSP 1982 (LTK)
 PN1315'THE STATION IS LOCATED ON USH 51 RIGHT OF WAY NEAR THE EAST EDGE OF
 PN1315'STEVENS POINT ABOUT 0.3 MILE SOUTHEAST OF THE JUNCTION OF USH 51 AND
 PN1315'USH 10.
 PN1315'
 PN1315'TO REACH THE STATION FROM THE JUNCTION OF USH 51 AND USH 10 NEAR THE
 PN1315'EAST EDGE OF STEVENS POINT, GO SOUTHEAST ON USH 51 FOR 0.3 MILE TO THE
 PN1315'STATION ON USH 51 RIGHT OF WAY EAST OF THE NORTHBOUND ROADWAY.
 PN1315'
 PN1315'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---HOUSE 1982---.
 PN1315'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL
 PN1315'CONCRETE MONUMENT WHICH PROJECTS 3 INCHES ABOVE GROUND.  IT IS
 PN1315'202 FEET SOUTH SOUTHEAST OF A GAS PIPELINE SIGN, 80 FEET EAST
 PN1315'NORTHEAST OF THE CENTER OF THE NORTHBOUND ROADWAY OF USH 51, 74 FEET
 PN1315'EAST SOUTHEAST OF THE EAST END OF A CONCRETE CULVERT, 4.3 FEET
 PN1315'SOUTHWEST OF THE RIGHT OF WAY FENCE, AND 4.0 FEET SOUTHWEST OF A METAL
 PN1315'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 PN1315'CONCRETE 4.5 FEET BELOW GROUND.
 PN1315'
 PN1315'REFERENCE MARK 1 IS A STANDARD WIDT DISK STAMPED---HOUSE RM 1 1982---
 PN1315'SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT
 PN1315'WHICH PROJECTS 6 INCHES ABOVE GROUND.  IT IS 80.1 FEET EAST NORTHEAST
 PN1315'OF THE CENTER OF THE NORTHBOUND ROADWAY OF USH 51, 72.3 FEET NORTHWEST
 PN1315'OF A METAL WITNESS POST, 51.0 FEET EAST OF THE EAST END OF ACONCRETE
 PN1315'CULVERT, AND 4.3 FEET SOUTHWEST OF THE RIGHT OF WAY FENCE.
 PN1315'
 PN1315'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---HOUSE RM 2 1982---
 PN1315'SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT
 PN1315'WHICH PROJECTS 6 INCHES ABOVE GROUND.  IT IS 104.7 FEET SOUTHEAST OF
 PN1315'THE EAST END OF A CONCRETE CULVERT, 80.0 FEET EAST NORTHEAST OF THE
 PN1315'CENTER OF THE NORTHBOUND ROADWAY OF USH 51, 35.3 FEET SOUTHEAST OF A
 PN1315'METAL WITNESS POST, AND 4.3 FEET SOUTHWEST OF THE RIGHT OF WAY FENCE.
 PN1315'
 PN1315'NO AZIMUTH MARK WAS SET.
 PN1315'
 PN1315'THE HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS 1.48 METERS.
 PN1315
 PN1315                          STATION RECOVERY (2003)
 PN1315
 PN1315'RECOVERY NOTE BY US POWER SQUADRON 2003 (RR)
 PN1315'STATION - NOT FOUND
 PN1315'REFERENCE MARK 1 - NOT FOUND
 PN1315'REFERENCE MARK 2 - NOT FOUND
 PN1315'NEW OFF RAMP BUILT  ON HWY 51 NORTH BOUND, MARKS WERE IN THIS
 PN1315'LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF5992 ***********************************************************************
 DF5992  HT_MOD      -  This is a Height Modernization Survey Station.
 DF5992  DESIGNATION -  HOWARDS GROVE GPS
 DF5992  PID         -  DF5992
 DF5992  STATE/COUNTY-  WI/SHEBOYGAN
 DF5992  USGS QUAD   -  HOWARDS GROVE (1994)
 DF5992
 DF5992                         *CURRENT SURVEY CONTROL
 DF5992  ___________________________________________________________________
 DF5992* NAD 83(1997)-  43 51 45.96132(N)    087 50 20.92496(W)     ADJUSTED  
 DF5992* NAVD 88     -       235.83   (meters)     773.7    (feet)  GPS OBS   
 DF5992  ___________________________________________________________________
 DF5992  X           -     173,677.127 (meters)                     COMP
 DF5992  Y           -  -4,602,924.211 (meters)                     COMP
 DF5992  Z           -   4,397,248.988 (meters)                     COMP
 DF5992  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 DF5992  ELLIP HEIGHT-         200.02  (meters)          (06/11/03) GPS OBS
 DF5992  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 DF5992
 DF5992  HORZ ORDER  -  FIRST
 DF5992  ELLP ORDER  -  THIRD     CLASS I
 DF5992
 DF5992.The horizontal coordinates were established by GPS observations
 DF5992.and adjusted by the National Geodetic Survey in June 2003..
 DF5992
 DF5992.The orthometric height was determined by GPS observations and a
 DF5992.high-resolution geoid model using precise GPS observation and
 DF5992.processing techniques.
 DF5992
 DF5992.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5992
 DF5992.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5992
 DF5992.The ellipsoidal height was determined by GPS observations
 DF5992.and is referenced to NAD 83.
 DF5992
 DF5992.The geoid height was determined by GEOID03.
 DF5992
 DF5992;                    North         East     Units Scale Factor Converg.
 DF5992;SPC WI S     -   209,189.922   773,687.339   MT  0.99996496   +1 29 05.0
 DF5992;SPC WI S     -   686,317.27  2,538,339.21   sFT  0.99996496   +1 29 05.0
 DF5992;UTM  16      - 4,856,973.048   432,567.253   MT  0.99965593   -0 34 53.4
 DF5992
 DF5992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5992!SPC WI S     -   0.99996864  x   0.99996496  =   0.99993360
 DF5992!UTM  16      -   0.99996864  x   0.99965593  =   0.99962458
 DF5992
 DF5992                          SUPERSEDED SURVEY CONTROL
 DF5992
 DF5992.No superseded survey control is available for this station.
 DF5992
 DF5992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3256756973(NAD 83)
 DF5992_MARKER: DD = SURVEY DISK
 DF5992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5992_STAMPING: HOWARDS GROVE GPS 2001
 DF5992_MARK LOGO: WIDT  
 DF5992_PROJECTION: FLUSH
 DF5992_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF5992_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5992+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2003
 DF5992
 DF5992  HISTORY     - Date     Condition        Report By
 DF5992  HISTORY     - 2000     MONUMENTED       WIDT
 DF5992  HISTORY     - 20031206 GOOD             USPSQD
 DF5992
 DF5992                          STATION DESCRIPTION
 DF5992
 DF5992'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DF5992'THE STATION IS LOCATED ABOUT 50 KM SOUTHEAST OF APPLETON, 28 KM
 DF5992'SOUTH-SOUTHWEST OF
 DF5992'MANITOWOC AND 16 KM NORTHWEST OF  SHEBOYGAN.  OWNERSHIP--SHEBOYGAN
 DF5992'COUNTY.  TO
 DF5992'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 WITH STATE
 DF5992'HIGHWAY 62 ABOUT 12
 DF5992'KM NORTHWEST OF SHEBOYGAN, GO NORTH ON STATE HIGHWAY 62 FOR 2.9 KM TO
 DF5992'COUNTY HIGHWAY
 DF5992'MM, TURN LEFT AND GO WEST ON COUNTY HIGHWAY MM FOR 1.5 KM TO THE
 DF5992'STATION ON THE LEFT.
 DF5992'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF5992'GEODETIC SURVEY
 DF5992'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DF5992'SET TO A DEPTH OF
 DF5992'2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 12.0
 DF5992'M SOUTH OF THE
 DF5992'CENTERLINE OF COUNTY HIGHWAY MM, 0.3 KM EAST OF MEADOWLARK ROAD, 51.0
 DF5992'M SOUTHWEST OF
 DF5992'POWER POLE --16-22-11  7/0-- , 6 M WEST OF THE CENTERLINE OF A FIELD
 DF5992'ENTRANCE, 1 M NORTH OF A
 DF5992'CULTIVATED FIELD, 0.5 M SOUTH OF A WHITE PLASTIC WITNESS POST, 1.0 M
 DF5992'EAST AND 1.0 M WEST OF
 DF5992'TWO 4X4 ORANGE PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO
 DF5992'VISIBLE OBSTRUCTIONS
 DF5992'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF5992' 
 DF5992' 
 DF5992' 
 DF5992' 
 DF5992' 
 DF5992' 
 DF5992' 
 DF5992'
 DF5992
 DF5992                          STATION RECOVERY (2003)
 DF5992
 DF5992'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF5992'RECOVERED IN GOOD CONDITION.  CORRECTION-- HIGHWAY 62 IN THE
 DF5992'DESCRIPTION SHOULD BE HIGHWAY 42.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0494 ***********************************************************************
 OL0494  DESIGNATION -  HOWARDS GROVE TRINITY LUTH CH
 OL0494  PID         -  OL0494
 OL0494  STATE/COUNTY-  WI/SHEBOYGAN
 OL0494  USGS QUAD   -  HOWARDS GROVE (1994)
 OL0494
 OL0494                         *CURRENT SURVEY CONTROL
 OL0494  ___________________________________________________________________
 OL0494* NAD 83(1991)-  43 50 50.28776(N)    087 49 59.05424(W)     ADJUSTED  
 OL0494* NAVD 88     -                                                        
 OL0494  ___________________________________________________________________
 OL0494  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 OL0494  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 OL0494
 OL0494  HORZ ORDER  -  THIRD
 OL0494
 OL0494.The horizontal coordinates were established by classical geodetic methods
 OL0494.and adjusted by the National Geodetic Survey in November 1991..
 OL0494
 OL0494
 OL0494.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0494
 OL0494.The geoid height was determined by GEOID03.
 OL0494
 OL0494;                    North         East     Units Scale Factor Converg.
 OL0494;SPC WI S     -   207,484.943   774,220.193   MT  0.99996282   +1 29 20.1
 OL0494;SPC WI S     -   680,723.52  2,540,087.42   sFT  0.99996282   +1 29 20.1
 OL0494;UTM  16      - 4,855,250.497   433,038.146   MT  0.99965515   -0 34 37.6
 OL0494
 OL0494                          SUPERSEDED SURVEY CONTROL
 OL0494
 OL0494  NAD 83(1986)-  43 50 50.27462(N)    087 49 59.05345(W) AD(       ) 4
 OL0494  NAD 27      -  43 50 50.30000(N)    087 49 58.73000(W) AD(       ) 3
 OL0494
 OL0494.Superseded values are not recommended for survey control.
 OL0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0494.See file dsdata.txt to determine how the superseded data were derived.
 OL0494
 OL0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3303855250(NAD 83)
 OL0494
 OL0494  HISTORY     - Date     Condition        Report By
 OL0494  HISTORY     - 1953     MONUMENTED       CGS
 OL0494  HISTORY     - 20000328 GOOD             USPSQD
 OL0494  HISTORY     - 20031207 GOOD             USPSQD
 OL0494
 OL0494                          STATION DESCRIPTION
 OL0494
 OL0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OL0494'STATION IS THE CENTER OF THE CROSS ON THE SPIRE, LOCATED ABOUT
 OL0494'1.0 MILE NORTH OF
 OL0494'HOWARDS GROVE.  THE SPIRE IS A WOODEN STRUCTURE COVERED WITH GREEN
 OL0494'SHINGLES RISING ABOUT 90 FEET ABOVE
 OL0494'THE WEST END OF THE WHITE WOODEN CHURCH BUILDING.
 OL0494
 OL0494                          STATION RECOVERY (2000)
 OL0494
 OL0494'RECOVERY NOTE BY US POWER SQUADRON 2000
 OL0494'RECOVERED IN GOOD CONDITION.
 OL0494
 OL0494                          STATION RECOVERY (2003)
 OL0494
 OL0494'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OL0494'RECOVERED IN GOOD CONDITION.  TO REACH THE CHURCH FROM THE JUNCTION OF
 OL0494'HIGHWAY 42 AND HIGHWAY 32 IN HOWARDS GROVE, GO 1.0 MILE NORTHWEST ON
 OL0494'HIGHWAY 32 TO THE CHURCH ON THE RIGHT AT --W2776 AND W2780-- IN THE
 OL0494'SOUTHEAST ANGLE FORMED BY THE JUNCTION OF HIGHWAY 32 AND COUNTY ROAD
 OL0494'FF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0831 ***********************************************************************
 OM0831  DESIGNATION -  HUBBARD
 OM0831  PID         -  OM0831
 OM0831  STATE/COUNTY-  WI/DODGE
 OM0831  USGS QUAD   -  MAYVILLE SOUTH (1980)
 OM0831
 OM0831                         *CURRENT SURVEY CONTROL
 OM0831  ___________________________________________________________________
 OM0831* NAD 83(1991)-  43 27 07.85204(N)    088 37 15.64049(W)     ADJUSTED  
 OM0831* NAVD 88     -       302.     (meters)     991.     (feet)  SCALED    
 OM0831  ___________________________________________________________________
 OM0831  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 OM0831  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 OM0831
 OM0831  HORZ ORDER  -  THIRD
 OM0831
 OM0831.The horizontal coordinates were established by classical geodetic methods
 OM0831.and adjusted by the National Geodetic Survey in November 1991..
 OM0831
 OM0831.The orthometric height was scaled from a topographic map.
 OM0831
 OM0831.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0831
 OM0831.The geoid height was determined by GEOID03.
 OM0831
 OM0831;                    North         East     Units Scale Factor Converg.
 OM0831;SPC WI S     -   162,246.348   711,603.437   MT  0.99993294   +0 56 51.0
 OM0831;SPC WI S     -   532,303.23  2,334,652.28   sFT  0.99993294   +0 56 51.0
 OM0831;UTM  16      - 4,812,306.890   368,846.081   MT  0.99981159   -1 06 54.0
 OM0831
 OM0831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0831!SPC WI S     -   0.99995814  x   0.99993294  =   0.99989108
 OM0831!UTM  16      -   0.99995814  x   0.99981159  =   0.99976974
 OM0831
 OM0831|---------------------------------------------------------------------|
 OM0831| PID    Reference Object                     Distance      Geod. Az  |
 OM0831|                                                           dddmmss.s |
 OM0831| CJ7989 HUBBARD RM 2                         12.092 METERS 00112     |
 OM0831| CJ7987 HUBBARD AZ MK                                      0340409.4 |
 OM0831| CJ7988 HUBBARD RM 1                         14.898 METERS 18041     |
 OM0831| OM0835 HORICON MUNICIPAL STANDPIPE          28.834 METERS 19639     |
 OM0831| OM0849 JUNEAU DAIRY LAND COOP STACK        APPROX. 8.4 KM 2292008.6 |
 OM0831| OM0850 JUNEAU ST JOHNS EV LUTH CHURCH      APPROX. 8.8 KM 2311409.8 |
 OM0831| OM0851 JUNEAU MUNICIPAL TOWER              APPROX. 8.4 KM 2325533.8 |
 OM0831| CJ7990 HUBBARD RM 3                          8.851 METERS 25600     |
 OM0831| OM0848 HORICON J DEER VAN BRUNT CO TK      APPROX. 1.0 KM 2703831.0 |
 OM0831|---------------------------------------------------------------------|
 OM0831
 OM0831                          SUPERSEDED SURVEY CONTROL
 OM0831
 OM0831  NAD 83(1986)-  43 27 07.84401(N)    088 37 15.64640(W) AD(       ) 3
 OM0831  NAD 27      -  43 27 07.87180(N)    088 37 15.27750(W) AD(       ) 3
 OM0831
 OM0831.Superseded values are not recommended for survey control.
 OM0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0831.See file dsdata.txt to determine how the superseded data were derived.
 OM0831
 OM0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6884612307(NAD 83)
 OM0831_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0831_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0831+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2003
 OM0831
 OM0831  HISTORY     - Date     Condition        Report By
 OM0831  HISTORY     - 1958     MONUMENTED       CGS
 OM0831  HISTORY     - 1968     SEE DESCRIPTION  CGS
 OM0831  HISTORY     - 20030807 GOOD             USPSQD
 OM0831
 OM0831                          STATION DESCRIPTION
 OM0831
 OM0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM0831'THE STATION IS 95 FEET NORTH OF THE HORICON MUNICIPAL STANDPIPE,
 OM0831'WHICH IS LOCATED AT THE EAST EDGE OF HORICON.  IT IS 32 FEET
 OM0831'EAST OF A 6 INCH ELM TREE WITH A TRIANGULAR BLAZE, 6 FEET
 OM0831'NORTHWEST OF A WHITE WITNESS POST AND 2 FEET WEST OF A FENCE.
 OM0831'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED HUBBARD 1958.
 OM0831'
 OM0831'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH AND
 OM0831'SOUTHEAST ON GRAVEL ROAD FOR 0.1 MILE TO THE JUNCTION OF STATE
 OM0831'HIGHWAY 33.  TURN RIGHT AND GO NORTH AND WEST ON HIGHWAY 33
 OM0831'FOR 0.1 MILE TO THE JUNCTION OF STATE HIGHWAY 28.  TURN
 OM0831'RIGHT ON HIGHWAY 28 AND GO NORTH AND NORTHEAST FOR 0.95 MILE
 OM0831'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 OM0831'
 OM0831'REFERENCE MARK 1 IS 70 FEET SOUTHEAST OF THE 6 INCH ELM TREE,
 OM0831'43 FEET SOUTH OF THE WHITE WITNESS POST, 42 FEET NORTH OF THE
 OM0831'STANDPIPE AND 4 FEET WEST OF THE FENCE.  THE MONUMENT IS FLUSH
 OM0831'AND THE DISK IS STAMPED HUBBARD NO 1 1958.
 OM0831'
 OM0831'REFERENCE MARK 2 IS 45 FEET NORTH OF THE WHITE WITNESS POST,
 OM0831'38 FEET NORTHEAST OF THE ELM TREE AND 1 FOOT WEST OF A FENCE.
 OM0831'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED HUBBARD NO 2
 OM0831'1958.
 OM0831'
 OM0831'THE AZIMUTH MARK IS 83 FEET EAST OF THE SOUTHEAST CORNER OF
 OM0831'A FRAME HOUSE, 46 FEET NORTHEAST OF THE CENTERLINE OF A DRIVEWAY,
 OM0831'31 FEET NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 28 AND
 OM0831'3 FEET SOUTHEAST OF A WHITE WITNESS POST.  THE MONUMENT IS
 OM0831'FLUSH AND THE DISK IS STAMPED HUBBARD 1958.
 OM0831'
 OM0831'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OM0831
 OM0831                          STATION RECOVERY (1968)
 OM0831
 OM0831'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 OM0831'ALL MARKS FOUND IN GOOD CONDITION.  THE STATION IS NOW LOCATED IN
 OM0831'A LAWN AND AT THE REQUEST OF THE PROPERTY OWNER THE STATION
 OM0831'MARK WAS LOWERED AND REFERENCE MARK 2 WAS DESTROYED.  A
 OM0831'REFERENCE MARK 3 WAS SET.  THE LINE OF SIGHT TO THE AZIMUTH
 OM0831'MARK IS OBSTRUCTED BY A HOUSE AND A 15 FOOT STAND WOULD BE
 OM0831'NEEDED AT THE STATION TO SEE THE MARK.  THERE IS NO SUITABLE
 OM0831'PLACE TO SET A NEW AZIMUTH MARK.  A NEW DESCRIPTION FOLLOWS.
 OM0831'
 OM0831'STATION IS LOCATED AT THE EAST EDGE OF HORICON, 95 FEET NORTH
 OM0831'OF THE HORICON STANDPIPE, 45 FEET SOUTHWEST OF THE SOUTHWEST
 OM0831'CORNER OF A FRAME HOUSE, 32 FEET EAST OF AN 8 INCH ELM TREE
 OM0831'AND ON THE LAWN OF MR. LEO W. RIEGEL.  THE MONUMENT IS FLUSH
 OM0831'AND THE DISK IS STAMPED HUBBARD 1958 1968.  (NOTE 1B 7A)
 OM0831'
 OM0831'REFERENCE MARK 1 IS 70 FEET SOUTHEAST OF THE ELM TREE, 42 FEET
 OM0831'NORTHEAST OF THE STANDPIPE AND 88 FEET SOUTHWEST OF THE
 OM0831'SOUTHWEST CORNER OF THE HOUSE.  THE MONUMENT IS FLUSH AND THE
 OM0831'DISK IS STAMPED HUBBARD NO 1 1958.
 OM0831'
 OM0831'REFERENCE MARK 3 IS 71 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 OM0831'OF THE HOUSE, 76 FEET NORTH OF THE NORTH EDGE OF THE STANDPIPE
 OM0831'AND 22 FEET SOUTH OF THE STANDPIPE.  THE MONUMENT IS FLUSH
 OM0831'AND THE DISK IS STAMPED HUBBARD 1958 NO 3 1968.
 OM0831'
 OM0831'THE AZIMUTH MARK WAS FOUND AS DESCRIBED IN THE ORIGINAL
 OM0831'DESCRIPTION.
 OM0831'
 OM0831'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAYS
 OM0831'33 AND 28 IN HORICON, GO NORTH ON HIGHWAY 28 FOR 0.3 MILE TO A
 OM0831'PAVED ROAD RIGHT.  TURN RIGHT ON THE PAVED ROAD AND GO EASTERLY
 OM0831'FOR 0.3 MILE ON RAASCHS HILL ROAD TO THE MARK ON THE LEFT.
 OM0831'
 OM0831'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 OM0831'
 OM0831'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HORICON
 OM0831
 OM0831                          STATION RECOVERY (2003)
 OM0831
 OM0831'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0831'THE STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS 1 AND 3
 OM0831'AND THE AZIMUTH MARK WERE NOT FOUND.
 OM0831'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 33 AND 28, GO NORTH
 OM0831'ON HIGHWAY 28 FOR TWO BLOCKS TO MAPLE STREET.  TURN RIGHT (EAST) AND
 OM0831'GO UP A CURVEY ROAD TO THE TOP OF A HIGH HILL TO A STANDPIPE AND NEW
 OM0831'WATER TOWER AT THE END OF THE ROAD.
 OM0831'THE STATION IS ABOUT 95 FEET NORTH OF THE STANDPIPE, 42 FEET NORTH OF
 OM0831'THE NEW WATER TOWER, 30 FEET EAST OF AN ELM TREE, AND 4 FEET NORTH OF
 OM0831'A TALL THIN MULTI-TRUNKED EVERGREEN TREE.
 OM0831'REFERENCE MARK 1 WAS PROBABLY DUG UP WHILE BUILDING THE NEW WATER
 OM0831'TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1362 ***********************************************************************
 OM1362  HT_MOD      -  This is a Height Modernization Survey Station.
 OM1362  DESIGNATION -  HUBBARD C GPS
 OM1362  PID         -  OM1362
 OM1362  STATE/COUNTY-  WI/DODGE
 OM1362  USGS QUAD   -  MAYVILLE SOUTH (1980)
 OM1362
 OM1362                         *CURRENT SURVEY CONTROL
 OM1362  ___________________________________________________________________
 OM1362* NAD 83(1997)-  43 24 54.82737(N)    088 36 20.52215(W)     ADJUSTED  
 OM1362* NAVD 88     -       274.81   (meters)     901.6    (feet)  GPS OBS   
 OM1362  ___________________________________________________________________
 OM1362  X           -     112,917.041 (meters)                     COMP
 OM1362  Y           -  -4,639,170.535 (meters)                     COMP
 OM1362  Z           -   4,361,290.190 (meters)                     COMP
 OM1362  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 OM1362  ELLIP HEIGHT-         239.89  (meters)          (11/17/00) GPS OBS
 OM1362  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 OM1362  OBS GRAVITY -     980,381.2   (mgal)                       GRAV_OBS
 OM1362
 OM1362  HORZ ORDER  -  FIRST
 OM1362  ELLP ORDER  -  THIRD     CLASS II
 OM1362
 OM1362.The horizontal coordinates were established by GPS observations
 OM1362.and adjusted by the National Geodetic Survey in July 2000..
 OM1362
 OM1362.The orthometric height was determined by GPS observations and a
 OM1362.high-resolution geoid model using precise GPS observation and
 OM1362.processing techniques. It supersedes the leveled height previously
 OM1362.determined for this station.
 OM1362
 OM1362.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1362
 OM1362.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1362
 OM1362.The ellipsoidal height was determined by GPS observations
 OM1362.and is referenced to NAD 83.
 OM1362
 OM1362.The geoid height was determined by GEOID03.
 OM1362.The observed gravity was obtained from relative gravimeter ties
 OM1362.to the IGSN71 gravity network.
 OM1362
 OM1362;                    North         East     Units Scale Factor Converg.
 OM1362;SPC WI S     -   158,162.470   712,911.071   MT  0.99993258   +0 57 28.9
 OM1362;SPC WI S     -   518,904.70  2,338,942.41   sFT  0.99993258   +0 57 28.9
 OM1362;UTM  16      - 4,808,179.112   370,005.774   MT  0.99980787   -1 06 13.4
 OM1362
 OM1362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1362!SPC WI S     -   0.99996238  x   0.99993258  =   0.99989497
 OM1362!UTM  16      -   0.99996238  x   0.99980787  =   0.99977026
 OM1362
 OM1362                          SUPERSEDED SURVEY CONTROL
 OM1362
 OM1362  ELLIP H (07/06/00)  239.89   (m)                       GP(       ) 2 1
 OM1362  NAVD 88 (10/20/00)  274.802  (m)          901.58   (f) ADJUSTED    2 1
 OM1362
 OM1362.Superseded values are not recommended for survey control.
 OM1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1362.See file dsdata.txt to determine how the superseded data were derived.
 OM1362
 OM1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7000608179(NAD 83)
 OM1362_MARKER: DD = SURVEY DISK
 OM1362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1362_SP_SET: CONCRETE POST
 OM1362_STAMPING: HUBBARD C GPS 1992
 OM1362_MARK LOGO: WI-027
 OM1362_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM1362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1362+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2006
 OM1362
 OM1362  HISTORY     - Date     Condition        Report By
 OM1362  HISTORY     - 1992     MONUMENTED       WI-027
 OM1362  HISTORY     - 19931122 GOOD             WIDT
 OM1362  HISTORY     - 19990617 GOOD             WIDT
 OM1362  HISTORY     - 20020715 GOOD             WIDT
 OM1362  HISTORY     - 20030816 GOOD             USPSQD
 OM1362  HISTORY     - 20040621 GOOD             WIDT
 OM1362  HISTORY     - 20060908 GOOD             USPSQD
 OM1362
 OM1362                          STATION DESCRIPTION
 OM1362
 OM1362'DESCRIBED BY WI DEPT OF TRANSP 1993
 OM1362'STATION IS PART OF GRAVITY DENSIFICATION PROJECT, LOCATED IN WIDOT
 OM1362'DODGE COUNTY GRID REFERENCE H11, ABOUT 7.8 KM (4.85 MI) NORTH OF
 OM1362'HUSTISFORD, IN THE SOUTHEAST CORNER OF THE SOUTHEAST 1/4 OF SECTION
 OM1362'17, T11N, R16E, IN A CUT SECTION ON HIGHWAY RIGHT-OF-WAY.  CONTACT
 OM1362'DODGE COUNTY SURVEYORS OFFICE AT 414-386-3770 CONCERNING STATION
 OM1362'COORDINATES.
 OM1362'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY TRUNK HIGHWAYS S
 OM1362'AND E (SOUTH), GO WEST ON COUNTY TRUNK HIGHWAY S FOR 0.72 KM
 OM1362'(0.45 MI) TO THE STATION ON THE RIGHT.
 OM1362'STATION IS A BRASS DISK SET IN TOP OF A 45 CM ROUND CONCRETE MONUMENT
 OM1362'FLUSH WITH THE GROUND.  IT IS 17.7 M (58.1 FT) NORTH FROM THE CENTER
 OM1362'OF COUNTY TRUNK HIGHWAY S AND 0.6 M (2.0 FT) SOUTH FROM A WHITE
 OM1362'PLASTIC T-POST.
 OM1362
 OM1362                          STATION RECOVERY (1999)
 OM1362
 OM1362'RECOVERY NOTE BY WI DEPT OF TRANSP 1999 (DJH)
 OM1362'THE STATION IS LOCATED ABOUT 17.7 KM (11.00 MI) SOUTHEAST OF BEAVER
 OM1362'DAM AND 6.4 KM (3.95 MI) SOUTHWEST OF MAYVILLE.  OWNERSHIP--DODGE
 OM1362'COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 33
 OM1362'WITH STATE HIGHWAY 67 APPROXIMATELLY 6.4 KM (3.95 MI) SOUTH OF THE
 OM1362'CITY OF MAYVILLE, GO SOUTH ON HIGHWAY 67 FOR 3.2 KM (2.00 MI) TO
 OM1362'COUNTY HIGHWAY S ON THE RIGHT, TURN RIGHT AND GO WEST ON COUNTY
 OM1362'HIGHWAY S FOR 4.43 KM (2.75 MI) TO COUNTY HIGHWAY E (SOUTH) AND
 OM1362'HIGHWAY TW (NORTH) CONTINUE WEST ON HIGHWAY S AND E FOR 0.72 KM (0.45
 OM1362'MI) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE DODGE COUNTY
 OM1362'GEODETIC CONTROL MARKER DISK STAMPED --HUBBARD C GPS 1992-- SET IN THE
 OM1362'TOP OF A 41-CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND
 OM1362'AND ABOUT 2.0 M (6.6 FT) ABOVE THE HIGHWAY.  THE STATION IS 17.7 M
 OM1362'(58.1 FT) NORTH OF THE CENTERLINE OF COUNTY HIGHWAY S, 103 M (337.9
 OM1362'FT) WEST OF THE TOP OF THE NORTH END OF A 76 CM (30 INCH) DIAMETER
 OM1362'CORRUGATED METAL CULVERT PIPE UNDER HIGHWAY S, 54.9 M (180.1 FT)
 OM1362'NORTHEAST OF THE TOP CENTER OF TELEPHONE PEDESTAL --400 12--, 45.7 M
 OM1362'(149.9 FT) NORTHWEST OF POWER POLE --11-16-20 42/53--, 2.0 M (6.6 FT)
 OM1362'SOUTH OF CULTIVATED FIELD, AND 0.6 M (2.0 FT) SOUTH OF A WHITE PLASTIC
 OM1362'WITNESS POST.  ---NOTE ---THIS STATION HAS NO VISIBLE OBSTRUCTION
 OM1362'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 OM1362
 OM1362                          STATION RECOVERY (2002)
 OM1362
 OM1362'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (RJK)
 OM1362'NOTE - THE STATION IS SURROUNDED BY THREE, 10 CM SQUARE, ORANGE
 OM1362'COLORED PLASTIC GUARD POSTS.
 OM1362
 OM1362                          STATION RECOVERY (2003)
 OM1362
 OM1362'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM1362'RECOVERED IN GOOD CONDITION.
 OM1362
 OM1362                          STATION RECOVERY (2004)
 OM1362
 OM1362'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 OM1362'RECOVERED IN GOOD CONDITION.  STATION IS 0.85 M NORTH, EAST, AND
 OM1362'SOUTHWEST OF THE THREE ORANGE GUARD POSTS.  WHITE WITNESS POST IS
 OM1362'GONE.
 OM1362
 OM1362                          STATION RECOVERY (2006)
 OM1362
 OM1362'RECOVERY NOTE BY US POWER SQUADRON 2006
 OM1362'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI5995 ***********************************************************************
 AI5995  DESIGNATION -  HUBBARD C GPS AZ MK
 AI5995  PID         -  AI5995
 AI5995  STATE/COUNTY-  WI/DODGE
 AI5995  USGS QUAD   -  MAYVILLE SOUTH (1980)
 AI5995
 AI5995                         *CURRENT SURVEY CONTROL
 AI5995  ___________________________________________________________________
 AI5995* NAD 83(1986)-  43 24 53.     (N)    088 35 51.     (W)     SCALED    
 AI5995* NAVD 88     -       273.985  (meters)     898.90   (feet)  ADJUSTED  
 AI5995  ___________________________________________________________________
 AI5995  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 AI5995  DYNAMIC HT  -         273.922 (meters)     898.69  (feet)  COMP
 AI5995  MODELED GRAV-     980,381.7   (mgal)                       NAVD 88
 AI5995
 AI5995  VERT ORDER  -  SECOND    CLASS I
 AI5995
 AI5995.The horizontal coordinates were scaled from a topographic map and have
 AI5995.an estimated accuracy of +/- 6 seconds.
 AI5995
 AI5995.The orthometric height was determined by differential leveling
 AI5995.and adjusted by the National Geodetic Survey in October 2000..
 AI5995
 AI5995.The geoid height was determined by GEOID03.
 AI5995
 AI5995.The dynamic height is computed by dividing the NAVD 88
 AI5995.geopotential number by the normal gravity value computed on the
 AI5995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5995.degrees latitude (g = 980.6199 gals.).
 AI5995
 AI5995.The modeled gravity was interpolated from observed gravity values.
 AI5995
 AI5995;                    North         East    Units  Estimated Accuracy
 AI5995;SPC WI S     -   158,120.      713,580.      MT  (+/- 180 meters Scaled)
 AI5995
 AI5995                          SUPERSEDED SURVEY CONTROL
 AI5995
 AI5995.No superseded survey control is available for this station.
 AI5995
 AI5995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP706081(NAD 83)
 AI5995_MARKER: DZ = AZIMUTH MARK DISK
 AI5995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5995_STAMPING: HUBBARD C GPS AZ MK 1992
 AI5995_MARK LOGO: WI-027
 AI5995_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI5995_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5995+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2006
 AI5995
 AI5995  HISTORY     - Date     Condition        Report By
 AI5995  HISTORY     - 1992     MONUMENTED       WI-027
 AI5995  HISTORY     - 19991116 GOOD             WIDT
 AI5995  HISTORY     - 20030813 GOOD             USPSQD
 AI5995  HISTORY     - 20040621 GOOD             WIDT
 AI5995  HISTORY     - 20060908 GOOD             USPSQD
 AI5995
 AI5995                          STATION DESCRIPTION
 AI5995
 AI5995'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI5995'THE STATION IS LOCATED ABOUT 17.7 KM (11.00 MI) SOUTHEAST OF BEAVER
 AI5995'DAM AND 4.0 MI (6.4 KM) SOUTHWEST OF MAYVILLE.  OWNERSHIP--DODGE
 AI5995'COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 33
 AI5995'WITH STATE HIGHWAY 67 APPROXIMATELY 6.4 KM (3.95 MI) SOUTH OF
 AI5995'MAYVILLE, GO SOUTH ON STATE HIGHWAY 67 FOR 3.2 KM (2.00 MI) TO COUNTY
 AI5995'HIGHWAY S ON THE RIGHT, TURN RIGHT AND GO WEST ON COUNTY HIGHWAY S FOR
 AI5995'4.43 KM (2.75 MI) TO COUNTY HIGHWAY E (SOUTH) AND HIGHWAY TW (NORTH)
 AI5995'CONTINUE WEST ON COUNTY HIGHWAY S FOR 65 M (213.3 FT) TO THE STATION
 AI5995'ON THE LEFT.  THE STATION IS A BRONZE DODGE COUNTY GEODETIC CONTROL
 AI5995'MARKER DISK STAMPED --HUBBARD C GPS AZIMUTH MARK 1992-- SET IN THE TOP
 AI5995'OF A 41-CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND
 AI5995'ABOUT 1.0 M (3.3 FT) ABOVE THE HIGHWAY.  THE STATION IS 15.3 M (50.2
 AI5995'FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY S, 64.7 M (212.3 FT)
 AI5995'WEST OF THE CENTERLINE OF COUNTY HIGHWAY E (SOUTH) , 51.3 M (168.3 FT)
 AI5995'WEST-SOUTHWEST OF THE TOP OF THE WEST END OF A 61 CM (24-INCH)
 AI5995'DIAMETER CORRUGATED METAL CULVERT PIPE UNDER HIGHWAY E (SOUTH) , 22.8
 AI5995'M (74.8 FT) EAST-SOUTHEAST OF WOOD TRAFFIC SIGN POST --SOUTH COUNTY
 AI5995'E--, 3.5 M (11.5 FT) NORTH-NORTHWEST OF WOOD END POST ON WEST END OF
 AI5995'RIGHT-OF-WAY FENCE ON VISION ANGLE, AND 0.6 M (2.0 FT) NORTH OF A
 AI5995'WHITE PLASTIC WITNESS POST.  ---NOTE ---THIS STATION HAS NO VISIBLE
 AI5995'OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT
 AI5995'FOR A TREE APPROXIMATELY 39 M (128.0 FT) NORTH OF THE STATION
 AI5995'EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
 AI5995
 AI5995                          STATION RECOVERY (2003)
 AI5995
 AI5995'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI5995'RECOVERED IN GOOD CONDITION.
 AI5995
 AI5995                          STATION RECOVERY (2004)
 AI5995
 AI5995'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI5995'RECOVERED AS DESCRIBED AND TWO WHITE PLASTIC WITNESS POSTS ADDED.  THE
 AI5995'STATION IS NOW IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE
 AI5995'PLASTIC WITNESS POSTS.  THE STATION IS 15.0 M SOUTH OF THE CENTERLINE
 AI5995'OF COUNTY HIGHWAY S.
 AI5995
 AI5995                          STATION RECOVERY (2006)
 AI5995
 AI5995'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI5995'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1363 ***********************************************************************
 OM1363  HT_MOD      -  This is a Height Modernization Survey Station.
 OM1363  DESIGNATION -  HUBBARD N GPS
 OM1363  PID         -  OM1363
 OM1363  STATE/COUNTY-  WI/DODGE
 OM1363  USGS QUAD   -  MAYVILLE SOUTH (1980)
 OM1363
 OM1363                         *CURRENT SURVEY CONTROL
 OM1363  ___________________________________________________________________
 OM1363* NAD 83(1997)-  43 26 51.33097(N)    088 32 37.21748(W)     ADJUSTED  
 OM1363* NAVD 88     -       299.25   (meters)     981.8    (feet)  GPS OBS   
 OM1363  ___________________________________________________________________
 OM1363  X           -     117,877.020 (meters)                     COMP
 OM1363  Y           -  -4,636,592.174 (meters)                     COMP
 OM1363  Z           -   4,363,918.110 (meters)                     COMP
 OM1363  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 OM1363  ELLIP HEIGHT-         264.32  (meters)          (11/17/00) GPS OBS
 OM1363  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 OM1363  OBS GRAVITY -     980,378.7   (mgal)                       GRAV_OBS
 OM1363
 OM1363  HORZ ORDER  -  FIRST
 OM1363  ELLP ORDER  -  THIRD     CLASS II
 OM1363
 OM1363.The horizontal coordinates were established by GPS observations
 OM1363.and adjusted by the National Geodetic Survey in July 2000..
 OM1363
 OM1363.The orthometric height was determined by GPS observations and a
 OM1363.high-resolution geoid model using precise GPS observation and
 OM1363.processing techniques.
 OM1363
 OM1363.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1363
 OM1363.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1363
 OM1363.The ellipsoidal height was determined by GPS observations
 OM1363.and is referenced to NAD 83.
 OM1363
 OM1363.The geoid height was determined by GEOID03.
 OM1363.The observed gravity was obtained from relative gravimeter ties
 OM1363.to the IGSN71 gravity network.
 OM1363
 OM1363;                    North         East     Units Scale Factor Converg.
 OM1363;SPC WI S     -   161,843.007   717,870.931   MT  0.99993287   +1 00 02.3
 OM1363;SPC WI S     -   530,979.93  2,355,214.88   sFT  0.99993287   +1 00 02.3
 OM1363;UTM  16      - 4,811,678.335   375,094.178   MT  0.99979191   -1 03 42.1
 OM1363
 OM1363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1363!SPC WI S     -   0.99995855  x   0.99993287  =   0.99989143
 OM1363!UTM  16      -   0.99995855  x   0.99979191  =   0.99975047
 OM1363
 OM1363                          SUPERSEDED SURVEY CONTROL
 OM1363
 OM1363  ELLIP H (07/06/00)  264.32   (m)                       GP(       ) 2 1
 OM1363
 OM1363.Superseded values are not recommended for survey control.
 OM1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1363.See file dsdata.txt to determine how the superseded data were derived.
 OM1363
 OM1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7509411678(NAD 83)
 OM1363_MARKER: DD = SURVEY DISK
 OM1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1363_SP_SET: CONCRETE POST
 OM1363_STAMPING: HUBBARD N GPS 1992
 OM1363_MARK LOGO: WI-027
 OM1363_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM1363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1363+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2006
 OM1363
 OM1363  HISTORY     - Date     Condition        Report By
 OM1363  HISTORY     - 1992     MONUMENTED       WI-027
 OM1363  HISTORY     - 19931122 GOOD             WIDT
 OM1363  HISTORY     - 19991208 GOOD             WIDT
 OM1363  HISTORY     - 20030807 GOOD             USPSQD
 OM1363  HISTORY     - 20040527 GOOD             WIDT
 OM1363  HISTORY     - 20060925 GOOD             USPSQD
 OM1363
 OM1363                          STATION DESCRIPTION
 OM1363
 OM1363'DESCRIBED BY WI DEPT OF TRANSP 1993
 OM1363'STATION IS PART OF GRAVITY DENSIFICATION PROJECT, LOCATED IN WIDOT
 OM1363'DODGE COUNTY GRID REFERENCE G13, ABOUT 5.3 KM (3.30 MI) SOUTH OF
 OM1363'MAYVILLE, IN THE NORTHEAST CORNER OF THE SOUTHEAST 1/4 OF SECTION 02,
 OM1363'T11N, R16E, ON HIGHWAY RIGHT-OF-WAY.  CONTACT DODGE COUNTY SURVEYORS
 OM1363'OFFICE AT 414-386-3770 CONCERNING STATION COORDINATES.
 OM1363'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 67 AND
 OM1363'33, GO NORTH ON STATE HIGHWAY 67 FOR 0.56 KM (0.35 MI) TO THE STATION
 OM1363'ON THE LEFT.
 OM1363'STATION IS A BRASS DISK SET IN TOP OF A 45 CM ROUND CONCRETE MONUMENT
 OM1363'FLUSH WITH THE GROUND.  IT IS 19.8 M (65.0 FT) WEST FROM THE CENTER
 OM1363'OF STATE HIGHWAY 67, 18.0 M (59.1 FT) SOUTHWEST FROM A CULVER, 5.2 M
 OM1363'(17.1 FT) NORTH FROM A FIELD ENTRANCE AND 0.5 M (1.6 FT) EAST FROM A
 OM1363'WHITE PLASTIC T-POST.
 OM1363
 OM1363                          STATION RECOVERY (1999)
 OM1363
 OM1363'RECOVERY NOTE BY WI DEPT OF TRANSP 1999 (DJH)
 OM1363'RECOVERED AS DESCRIBED.
 OM1363
 OM1363                          STATION RECOVERY (2003)
 OM1363
 OM1363'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM1363'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 0.1 MILE
 OM1363'SOUTH OF A RAILROAD CROSSING, 48 FEET SOUTHWEST OF A --JCT 33-- SIGN,
 OM1363'21 FEET NORTH OF THE CENTERLINE OF A FIELD ENTRANCE, AND IN THE CENTER
 OM1363'OF A TRIANGLE FORMED BY THREE 4X4 ORANGE PLASTIC GUARD POSTS.  NOTE--
 OM1363'THERE IS NO WHITE PLASTIC WITNESS POST PRESENT.
 OM1363
 OM1363                          STATION RECOVERY (2004)
 OM1363
 OM1363'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 OM1363'STATION RECOVERED AS DESCRIBED EXCEPT THE STATION IS 15.1 M
 OM1363'SOUTH-SOUTHEAST OF A UTILITY POLE --11 16 2 48/16--, UTILITY POLE
 OM1363'RISES TO APPROXIMATELY 30 DEGREES ABOVE THE HORIZON AND MAY OBSTRUCT
 OM1363'SATELLITE OBSERVATIONS.
 OM1363
 OM1363                          STATION RECOVERY (2006)
 OM1363
 OM1363'RECOVERY NOTE BY US POWER SQUADRON 2006
 OM1363'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1361 ***********************************************************************
 OM1361  DESIGNATION -  HUBBARD S GPS
 OM1361  PID         -  OM1361
 OM1361  STATE/COUNTY-  WI/DODGE
 OM1361  USGS QUAD   -  MAYVILLE SOUTH (1980)
 OM1361
 OM1361                         *CURRENT SURVEY CONTROL
 OM1361  ___________________________________________________________________
 OM1361* NAD 83(1997)-  43 23 03.05745(N)    088 32 31.44360(W)     ADJUSTED  
 OM1361* NAVD 88     -       288.480  (meters)     946.45   (feet)  ADJUSTED  
 OM1361  ___________________________________________________________________
 OM1361  X           -     118,129.809 (meters)                     COMP
 OM1361  Y           -  -4,641,421.601 (meters)                     COMP
 OM1361  Z           -   4,358,793.331 (meters)                     COMP
 OM1361  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 OM1361  ELLIP HEIGHT-         253.67  (meters)          (11/17/00) GPS OBS
 OM1361  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 OM1361  DYNAMIC HT  -         288.413 (meters)     946.24  (feet)  COMP
 OM1361  MODELED GRAV-     980,381.1   (mgal)                       NAVD 88
 OM1361  OBS GRAVITY -     980,378.8   (mgal)                       GRAV_OBS
 OM1361
 OM1361  HORZ ORDER  -  FIRST
 OM1361  VERT ORDER  -  SECOND    CLASS I
 OM1361  ELLP ORDER  -  THIRD     CLASS II
 OM1361
 OM1361.The horizontal coordinates were established by GPS observations
 OM1361.and adjusted by the National Geodetic Survey in July 2000..
 OM1361
 OM1361.The orthometric height was determined by differential leveling
 OM1361.and adjusted by the National Geodetic Survey in October 2000..
 OM1361
 OM1361.Photographs are available for this station.
 OM1361
 OM1361.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1361
 OM1361.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1361
 OM1361.The ellipsoidal height was determined by GPS observations
 OM1361.and is referenced to NAD 83.
 OM1361
 OM1361.The geoid height was determined by GEOID03.
 OM1361
 OM1361.The dynamic height is computed by dividing the NAVD 88
 OM1361.geopotential number by the normal gravity value computed on the
 OM1361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM1361.degrees latitude (g = 980.6199 gals.).
 OM1361
 OM1361.The modeled gravity was interpolated from observed gravity values.
 OM1361.The observed gravity was obtained from relative gravimeter ties
 OM1361.to the IGSN71 gravity network.
 OM1361
 OM1361;                    North         East     Units Scale Factor Converg.
 OM1361;SPC WI S     -   154,801.998   718,123.885   MT  0.99993259   +1 00 06.3
 OM1361;SPC WI S     -   507,879.56  2,356,044.78   sFT  0.99993259   +1 00 06.3
 OM1361;UTM  16      - 4,804,633.776   375,093.660   MT  0.99979191   -1 03 33.7
 OM1361
 OM1361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1361!SPC WI S     -   0.99996022  x   0.99993259  =   0.99989281
 OM1361!UTM  16      -   0.99996022  x   0.99979191  =   0.99975214
 OM1361
 OM1361                          SUPERSEDED SURVEY CONTROL
 OM1361
 OM1361  ELLIP H (07/06/00)  253.67   (m)                       GP(       ) 2 1
 OM1361  NAVD 88 (04/02/04)  288.48   (m)          946.5    (f) LEVELING    3  
 OM1361  NAVD 88 (07/06/00)  288.49   (m)          946.5    (f) LEVELING    3  
 OM1361
 OM1361.Superseded values are not recommended for survey control.
 OM1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1361.See file dsdata.txt to determine how the superseded data were derived.
 OM1361
 OM1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7509404634(NAD 83)
 OM1361_MARKER: DD = SURVEY DISK
 OM1361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1361_SP_SET: CONCRETE POST
 OM1361_STAMPING: HUBBARD S GPS 1992
 OM1361_MARK LOGO: WI-027
 OM1361_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM1361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1361+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2006
 OM1361
 OM1361  HISTORY     - Date     Condition        Report By
 OM1361  HISTORY     - 1992     MONUMENTED       WI-027
 OM1361  HISTORY     - 19931122 GOOD             WIDT
 OM1361  HISTORY     - 19990617 GOOD             WIDT
 OM1361  HISTORY     - 20020715 GOOD             WIDT
 OM1361  HISTORY     - 20030807 GOOD             USPSQD
 OM1361  HISTORY     - 20040609 GOOD             WIDT
 OM1361  HISTORY     - 20060908 GOOD             USPSQD
 OM1361
 OM1361                          STATION DESCRIPTION
 OM1361
 OM1361'DESCRIBED BY WI DEPT OF TRANSP 1993
 OM1361'STATION IS PART OF GRAVITY DENSIFICATION PROJECT, LOCATED IN WIDOT
 OM1361'DODGE COUNTY GRID REFERENCE J13, ABOUT 6.6 KM (4.10 MI)
 OM1361'EAST-NORTHEAST OF HUSTISFORD, IN THE NORTHEAST CORNER OF THE NORTHEAST
 OM1361'1/4 OF SECTION 35, T11N, R16E, ON HIGHWAY RIGHT-OF-WAY.  CONTACT
 OM1361'DODGE COUNTY SURVEYORS OFFICE AT 414-386-3770 CONCERNING STATION
 OM1361'COORDINATES.
 OM1361'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 67 AND
 OM1361'WILDCAT ROAD, GO SOUTH ON STATE HIGHWAY 67 FOR 104 M (341.2 FT) TO
 OM1361'THE STATION ON THE RIGHT.
 OM1361'STATION IS A BRASS DISK SET IN TOP OF A 45 CM ROUND CONCRETE MONUMENT
 OM1361'FLUSH WITH THE GROUND.  IT IS 15.8 M (51.8 FT) WEST FROM THE CENTER
 OM1361'OF STATE HIGHWAY 67, 8.2 M (26.9 FT) NORTH FROM A RIGHT-OF-WAY FENCE
 OM1361'AND 0.7 M (2.3 FT) EAST FROM A WHITE PLASTIC T-POST.
 OM1361
 OM1361                          STATION RECOVERY (1999)
 OM1361
 OM1361'RECOVERY NOTE BY WI DEPT OF TRANSP 1999 (DJH)
 OM1361'THE STATION IS LOCATED ABOUT 14.5 KM (9.00 MI) NORTHEAST OF HARTFORD
 OM1361'AND 11.3 KM (7.00 MI) SOUTH OF MAYVILLE.  OWNERSHIP--WISCONSIN
 OM1361'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 OM1361'OF STATE HIGHWAY 33 WITH STATE HIGHWAY 67 APPROXIMATELY 6.4 KM (3.95
 OM1361'MI) SOUTH OF MAYVILLE, GO SOUTH ON STATE HIGHWAY 67 FOR 6.36 KM (3.95
 OM1361'MI) TO WILDCAT ROAD ON THE RIGHT, CONTINUE SOUTH ON STATE HIGHWAY 67
 OM1361'FOR 105 M (344.5 FT) TO THE STATION ON THE RIGHT.  THE STATION IS A
 OM1361'BRONZE DODGE COUNTY GEODETIC CONTROL MARKER DISK STAMPED --HUBBARD S
 OM1361'GPS 1992-- SET IN THE TOP OF A 41-CM (16-INCH) DIAMETER CONCRETE POST
 OM1361'FLUSH WITH THE GROUND AND ABOUT 2.0 M (6.6 FT) ABOVE THE HIGHWAY
 OM1361'PAVEMENT.  THE STATION IS 15.9 M (52.2 FT) WEST OF THE CENTERLINE OF
 OM1361'STATE HIGHWAY 67, APPROXIMATELY 241 M (790.7 FT) NORTH OF BELISLE
 OM1361'ROAD, 105 M (344.5 FT) SOUTH OF THE CENTERLINE OF WILDCAT ROAD, 8.7 M
 OM1361'(28.5 FT) NORTH OF FIBER OPTIC CABLE WARNING POST, 1.0 M (3.3 FT) EAST
 OM1361'OF CULTIVATED FIELD, AND 0.7 M (2.3 FT) EAST OF WHITE PLASTIC WITNESS
 OM1361'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING
 OM1361'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 OM1361
 OM1361                          STATION RECOVERY (2002)
 OM1361
 OM1361'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (RJK)
 OM1361'NOTE - THE STATION IS SURROUNDED BY THREE, 10 CM SQUARE, ORANGE
 OM1361'COLORED PLASTIC GUARD POSTS.
 OM1361
 OM1361                          STATION RECOVERY (2003)
 OM1361
 OM1361'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM1361'RECOVERED IN GOOD CONDITION.
 OM1361
 OM1361                          STATION RECOVERY (2004)
 OM1361
 OM1361'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 OM1361'RECOVERED AS DESCRIBED.
 OM1361
 OM1361                          STATION RECOVERY (2006)
 OM1361
 OM1361'RECOVERY NOTE BY US POWER SQUADRON 2006
 OM1361'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI5996 ***********************************************************************
 AI5996  DESIGNATION -  HUBBARD S GPS AZ MK
 AI5996  PID         -  AI5996
 AI5996  STATE/COUNTY-  WI/DODGE
 AI5996  USGS QUAD   -  MAYVILLE SOUTH (1980)
 AI5996
 AI5996                         *CURRENT SURVEY CONTROL
 AI5996  ___________________________________________________________________
 AI5996* NAD 83(1986)-  43 22 38.     (N)    088 33 07.     (W)     SCALED    
 AI5996* NAVD 88     -       276.035  (meters)     905.62   (feet)  ADJUSTED  
 AI5996  ___________________________________________________________________
 AI5996  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 AI5996  DYNAMIC HT  -         275.971 (meters)     905.41  (feet)  COMP
 AI5996  MODELED GRAV-     980,380.5   (mgal)                       NAVD 88
 AI5996
 AI5996  VERT ORDER  -  SECOND    CLASS I
 AI5996
 AI5996.The horizontal coordinates were scaled from a topographic map and have
 AI5996.an estimated accuracy of +/- 6 seconds.
 AI5996
 AI5996.The orthometric height was determined by differential leveling
 AI5996.and adjusted by the National Geodetic Survey in October 2000..
 AI5996
 AI5996.The geoid height was determined by GEOID03.
 AI5996
 AI5996.The dynamic height is computed by dividing the NAVD 88
 AI5996.geopotential number by the normal gravity value computed on the
 AI5996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5996.degrees latitude (g = 980.6199 gals.).
 AI5996
 AI5996.The modeled gravity was interpolated from observed gravity values.
 AI5996
 AI5996;                    North         East    Units  Estimated Accuracy
 AI5996;SPC WI S     -   154,020.      717,340.      MT  (+/- 180 meters Scaled)
 AI5996
 AI5996                          SUPERSEDED SURVEY CONTROL
 AI5996
 AI5996.No superseded survey control is available for this station.
 AI5996
 AI5996_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP742038(NAD 83)
 AI5996_MARKER: DZ = AZIMUTH MARK DISK
 AI5996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5996_STAMPING: HUBBARD S GPS AZ MK 1992
 AI5996_MARK LOGO: WI-027
 AI5996_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI5996_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5996+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2006
 AI5996
 AI5996  HISTORY     - Date     Condition        Report By
 AI5996  HISTORY     - 1992     MONUMENTED       WI-027
 AI5996  HISTORY     - 19991116 GOOD             WIDT
 AI5996  HISTORY     - 20030807 GOOD             USPSQD
 AI5996  HISTORY     - 20040701 GOOD             WIDT
 AI5996  HISTORY     - 20060908 GOOD             USPSQD
 AI5996
 AI5996                          STATION DESCRIPTION
 AI5996
 AI5996'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI5996'THE STATION IS LOCATED ABOUT 15.3 KM (9.50 MI) NORTHEAST OF HARTFORD
 AI5996'AND 12.1 KM (7.50 MI) SOUTH OF MAYVILLE.  OWNERSHIP--TOWN OF HUBBARD.
 AI5996'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 33 WITH STATE
 AI5996'HIGHWAY 67 APPROXIMATELY 6.4 KM (3.95 MI) SOUTH OF MAYVILLE, GO SOUTH
 AI5996'ON STATE HIGHWAY 67 FOR 6.36 KM (3.95 MI) TO WILDCAT ROAD ON THE
 AI5996'RIGHT, TURN RIGHT AND GO WEST ON WILDCAT ROAD FOR 0.8 KM (0.50 MI) TO
 AI5996'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE DODGE COUNTY
 AI5996'GEODETIC CONTROL MARKER DISK STAMPED --HUBBARD S GPS 1992 AZIMUTH
 AI5996'MARK-- SET IN THE TOP OF A 41-CM (16-INCH) DIAMETER CONCRETE POST
 AI5996'FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE
 AI5996'STATION IS 7.2 M (23.6 FT) WEST OF THE CENTERLINE OF BROWN ROAD,
 AI5996'APPROXIMATELY 0.72 KM (0.45 MI) SOUTHWEST OF POWER POLE --E55-15204--,
 AI5996'APPROXIMATELY 106.7 M (350.1 FT) NORTH OF PRIVATE ENTRANCE --N5050--,
 AI5996'59.9 M (196.5 FT) SOUTHWEST OF POWER POLE --E55-15204--, 34.8 M (114.2
 AI5996'FT) NORTHWEST OF POWER POLE --E55-15203--, AND 0.5 M (1.6 FT) SOUTH OF
 AI5996'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 AI5996'OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI5996
 AI5996                          STATION RECOVERY (2003)
 AI5996
 AI5996'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI5996'RECOVERED IN GOOD CONDITION.  THE 1999 DESCRIPTION IS INCOMPLETE.
 AI5996'ADD-- TURN RIGHT AND GO WEST ON WILDCAT RD FOR 0.5 MILE TO BROWN ROAD
 AI5996'ON THE LEFT.  TURN LEFT (SOUTH) ON BROWN ROAD FOR 0.55 MILE TO THE
 AI5996'STATION ON THE RIGHT.
 AI5996
 AI5996                          STATION RECOVERY (2004)
 AI5996
 AI5996'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI5996'RECOVERED AS DESCRIBED AND TWO POSTS ADDED.  THE STATION IS IN THE
 AI5996'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 AI5996'OBSTRUCTION --UTILITY LINE RUNNING FROM THE NORTHEAST TO SOUTHEAST
 AI5996'QUADRANTS, RISING TO APPROXIMATELY 20 DEGREES ABOVE THE HORIZON.
 AI5996
 AI5996                          STATION RECOVERY (2006)
 AI5996
 AI5996'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI5996'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP2461 ***********************************************************************
 PP2461  DESIGNATION -  HUDSON
 PP2461  PID         -  PP2461
 PP2461  STATE/COUNTY-  WI/ST CROIX
 PP2461  USGS QUAD   -  HUDSON (1993)
 PP2461
 PP2461                         *CURRENT SURVEY CONTROL
 PP2461  ___________________________________________________________________
 PP2461* NAD 83(1991)-  44 58 27.05101(N)    092 45 13.48117(W)     ADJUSTED  
 PP2461* NAVD 88     -       274.92   (+/-2cm)     902.0    (feet)  VERTCON   
 PP2461  ___________________________________________________________________
 PP2461  LAPLACE CORR-         -17.16  (seconds)                    DEFLEC99
 PP2461  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 PP2461
 PP2461  HORZ ORDER  -  FIRST
 PP2461  VERT ORDER  -  THIRD ? (See Below)
 PP2461
 PP2461.The horizontal coordinates were established by classical geodetic methods
 PP2461.and adjusted by the National Geodetic Survey in March 1999..
 PP2461
 PP2461.The NAVD 88 height was computed by applying the VERTCON shift value to
 PP2461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PP2461.The vertical order pertains to the NGVD 29 superseded value.
 PP2461
 PP2461.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP2461
 PP2461.The geoid height was determined by GEOID03.
 PP2461
 PP2461;                    North         East     Units Scale Factor Converg.
 PP2461;SPC WI C     -   130,452.530   382,832.640   MT  0.99994216   -1 56 34.7
 PP2461;SPC WI C     -   427,993.01  1,256,010.09   sFT  0.99994216   -1 56 34.7
 PP2461;SPC MN S     -   320,106.925   898,299.273   MT  0.99995605   +0 52 24.7
 PP2461;UTM  15      - 4,980,111.717   519,417.394   MT  0.99960464   +0 10 26.6
 PP2461
 PP2461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP2461!SPC WI C     -   0.99996139  x   0.99994216  =   0.99990356
 PP2461!SPC MN S     -   0.99996139  x   0.99995605  =   0.99991745
 PP2461!UTM  15      -   0.99996139  x   0.99960464  =   0.99956605
 PP2461
 PP2461|---------------------------------------------------------------------|
 PP2461| PID    Reference Object                     Distance      Geod. Az  |
 PP2461|                                                           dddmmss.s |
 PP2461| CJ3601 HUDSON RM 1                          30.148 METERS 08551     |
 PP2461| CJ3600 HUDSON AZ MK                                       1251522.6 |
 PP2461| CJ3602 HUDSON RM 2                          30.858 METERS 14711     |
 PP2461| QO1482 BAYPORT STATE PRISON TANK           APPROX. 6.6 KM 3331151.5 |
 PP2461| QO0222 BAYPORT                             APPROX. 7.7 KM 3335435.3 |
 PP2461| QO1477 MINNESOTA PRISON TOWER              APPROX. 6.6 KM 3340431.1 |
 PP2461| QO1475 STILLWATER ST MICHAELS CATH CH      APPROX. 9.5 KM 3340503.7 |
 PP2461| PP2462 HUDSON FIRST BAP CH SPIRE           353.959 METERS 34055     |
 PP2461| QO1479 BAYPORT NORTHERN STATES CO STK      APPROX. 6.5 KM 3421818.2 |
 PP2461| PP2464 HUDSON PRESB CH SPIRE               APPROX. 0.6 KM 3472719.8 |
 PP2461|---------------------------------------------------------------------|
 PP2461
 PP2461                          SUPERSEDED SURVEY CONTROL
 PP2461
 PP2461  NAD 83(1991)-  44 58 27.04582(N)    092 45 13.47915(W) AD(       ) 1
 PP2461  NAD 83(1986)-  44 58 27.04323(N)    092 45 13.47696(W) AD(       ) 1
 PP2461  NAD 27      -  44 58 27.16035(N)    092 45 12.74587(W) AD(       ) 1
 PP2461  NGVD 29 (07/19/86)  274.90   (m)          901.9    (f) LEVELING    3  
 PP2461
 PP2461.Superseded values are not recommended for survey control.
 PP2461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2461.See file dsdata.txt to determine how the superseded data were derived.
 PP2461
 PP2461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1941780112(NAD 83)
 PP2461_MARKER: DH = HORIZONTAL CONTROL DISK
 PP2461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP2461_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PP2461_STAMPING: HUDSON 1934
 PP2461_MARK LOGO: MNDT  
 PP2461_PROJECTION: FLUSH
 PP2461_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP2461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP2461
 PP2461  HISTORY     - Date     Condition        Report By
 PP2461  HISTORY     - 1934     MONUMENTED       CGS
 PP2461  HISTORY     - 1963     GOOD             CGS
 PP2461  HISTORY     - 1974     GOOD             MNHD
 PP2461  HISTORY     - 19920827 GOOD             MNDT
 PP2461  HISTORY     - 20050917 MARK NOT FOUND   USPSQD
 PP2461
 PP2461                          STATION DESCRIPTION
 PP2461
 PP2461'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 PP2461'THIS STATION IS LOCATED IN PROSPECT PARK IN THE SOUTHEAST
 PP2461'PART OF THE CITY OF HUDSON, IN THE NORTHEAST QUARTER OF SEC. 25,
 PP2461'T. 29 N., R. 20 W.  THE MARK IS SET NEAR THE NORTHWEST EDGE
 PP2461'OF THE PARK ON A HIGH BLUFF OVERLOOKING THE CITY.  IT IS 11
 PP2461'FEET SOUTH OF THE SOUTH CURB, 12 FEET EAST OF EAST CURB, 46
 PP2461'FEET EAST OF STEEL FLAGPOLE OR RANGE WITH FLAGPOLE AND THE
 PP2461'NEARER OF THE TWO MANHOLES.  MARK IS SET FLUSH WITH THE
 PP2461'SURFACE.
 PP2461'
 PP2461'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 3 FEET SOUTHWEST
 PP2461'OF CURB AND IS FLUSH WITH THE GROUND.
 PP2461'
 PP2461'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION, 1 FOOT
 PP2461'SOUTHWEST OF CURB, 2 FEET NORTHWEST OF VERTICAL EMBANKMENT,
 PP2461'6 FEET NORTH OF 27-INCH POPLAR TREE AND IS FLUSH WITH THE SURFACE.
 PP2461'
 PP2461'AZIMUTH MARK IS ABOUT 0.25 MILE SOUTHEAST OF THE STATION AT
 PP2461'THE CORNER OF WISCONSIN AND SIXTH STREETS.  MARK PROJECTS
 PP2461'5 INCHES.
 PP2461'
 PP2461'LIGHTS 60 FEET AT STATIONS BURSCH AND HOLDEN ARE VISIBLE FROM THE
 PP2461'GROUND.
 PP2461'
 PP2461'LIGHTS 74 FEET AT STATIONS OAKDALE AND KNATTRUP ARE VISIBLE
 PP2461'FROM THE GROUND.
 PP2461
 PP2461                          STATION RECOVERY (1963)
 PP2461
 PP2461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (BAF)
 PP2461'STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 RECOVERED IN
 PP2461'GOOD CONDITION.  AZIMUTH MARK SEARCHED FOR BUT NOT FOUND.
 PP2461'
 PP2461'DESCRIPTIONS AND TO REACH ADEQUATE.
 PP2461'
 PP2461'TO OBSERVE STATION STILLWATER FROM THIS STATION A 25 FT. STAND
 PP2461'IS NEEDED AT STATION STILLWATER.
 PP2461'
 PP2461'HEIGHT OF LIGHT ABOVE STATION 1.5 METERS.
 PP2461
 PP2461                          STATION RECOVERY (1974)
 PP2461
 PP2461'RECOVERY NOTE BY MN HIGHWAY DEPT 1974 (DKH)
 PP2461'THE STATION MARK, REFERENCE MARK NUMBER 1 AND REFERENCE MARK
 PP2461'NUMBER 2 WERE RECOVERED IN GOOD CONDITION AS DESCRIBED ON THE
 PP2461'HORIZONTAL CONTROL DATA SHEET DATED MAY, 1964.
 PP2461'
 PP2461'TO REACH STATEMENT AND DESCRIPTIONS ARE ADEQUATE.
 PP2461'
 PP2461'THE DISTANCE BETWEEN REFERENCE MARK NUMBER 1 AND REFERENCE MARK
 PP2461'NUMBER 2 IS 102.11 FEET.
 PP2461'
 PP2461'HEIGHT OF LIGHT ABOVE STATION MARK 5.0 FEET.
 PP2461'
 PP2461'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN SOUTHEAST
 PP2461'PART OF HUDSON.
 PP2461
 PP2461                          STATION RECOVERY (1992)
 PP2461
 PP2461'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (DKH)
 PP2461'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  REFERENCE
 PP2461'MARKS 1 AND 2 WERE LOOKED FOR BUT NOT FOUND.  MARK IS QUESTIONABLE AS
 PP2461'A GPS MARK DUE TO HIGH THICK BRUSH.
 PP2461
 PP2461                          STATION RECOVERY (2005)
 PP2461
 PP2461'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 PP2461'MARK NOT FOUND. ALSO NOT FOUND WERE RM 1 AND RM 2. AZIMUTH MARK NOT
 PP2461'FOUND TOO. FLAG POLE REMOVED IN THE LAST 13 YEARS. ROADWAY AROUND ARE
 PP2461'HAS BEEN FILLED IN WITH SOIL AND IS BAIRLY VISABLE. THE AZIMUTH MARK
 PP2461'IS NOW LOCATED IN A RESIDENTIAL AREA. SPSPS. JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP2462 ***********************************************************************
 PP2462  DESIGNATION -  HUDSON FIRST BAP CH SPIRE
 PP2462  PID         -  PP2462
 PP2462  STATE/COUNTY-  WI/ST CROIX
 PP2462  USGS QUAD   -  HUDSON (1993)
 PP2462
 PP2462                         *CURRENT SURVEY CONTROL
 PP2462  ___________________________________________________________________
 PP2462* NAD 83(1991)-  44 58 37.88719(N)    092 45 18.76214(W)     ADJUSTED  
 PP2462* NAVD 88     -                                                        
 PP2462  ___________________________________________________________________
 PP2462  LAPLACE CORR-         -16.58  (seconds)                    DEFLEC99
 PP2462  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 PP2462
 PP2462  HORZ ORDER  -  THIRD
 PP2462
 PP2462.The horizontal coordinates were established by classical geodetic methods
 PP2462.and adjusted by the National Geodetic Survey in March 1999..
 PP2462
 PP2462
 PP2462.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP2462
 PP2462.The geoid height was determined by GEOID03.
 PP2462
 PP2462;                    North         East     Units Scale Factor Converg.
 PP2462;SPC WI C     -   130,790.753   382,728.345   MT  0.99994226   -1 56 38.4
 PP2462;SPC WI C     -   429,102.66  1,255,667.91   sFT  0.99994226   -1 56 38.4
 PP2462;SPC MN S     -   320,439.620   898,178.483   MT  0.99995648   +0 52 21.0
 PP2462;UTM  15      - 4,980,445.744   519,300.715   MT  0.99960458   +0 10 22.9
 PP2462
 PP2462                          SUPERSEDED SURVEY CONTROL
 PP2462
 PP2462  NAD 83(1991)-  44 58 37.88212(N)    092 45 18.76023(W) AD(       ) 4
 PP2462  NAD 83(1986)-  44 58 37.87926(N)    092 45 18.75701(W) AD(       ) 4
 PP2462  NAD 27      -  44 58 37.99722(N)    092 45 18.02587(W) AD(       ) 3
 PP2462
 PP2462.Superseded values are not recommended for survey control.
 PP2462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2462.See file dsdata.txt to determine how the superseded data were derived.
 PP2462
 PP2462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1930180446(NAD 83)
 PP2462_MARKER: 90 = CHURCH SPIRE
 PP2462
 PP2462  HISTORY     - Date     Condition        Report By
 PP2462  HISTORY     - 1964     FIRST OBSERVED   MNHD
 PP2462
 PP2462                          STATION DESCRIPTION
 PP2462
 PP2462'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP2464 ***********************************************************************
 PP2464  DESIGNATION -  HUDSON PRESB CH SPIRE
 PP2464  PID         -  PP2464
 PP2464  STATE/COUNTY-  WI/ST CROIX
 PP2464  USGS QUAD   -  HUDSON (1993)
 PP2464
 PP2464                         *CURRENT SURVEY CONTROL
 PP2464  ___________________________________________________________________
 PP2464* NAD 83(1991)-  44 58 44.64713(N)    092 45 18.99764(W)     ADJUSTED  
 PP2464* NAVD 88     -                                                        
 PP2464  ___________________________________________________________________
 PP2464  LAPLACE CORR-         -16.41  (seconds)                    DEFLEC99
 PP2464  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 PP2464
 PP2464  HORZ ORDER  -  THIRD
 PP2464
 PP2464.The horizontal coordinates were established by classical geodetic methods
 PP2464.and adjusted by the National Geodetic Survey in March 1999..
 PP2464
 PP2464
 PP2464.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP2464
 PP2464.The geoid height was determined by GEOID03.
 PP2464
 PP2464;                    North         East     Units Scale Factor Converg.
 PP2464;SPC WI C     -   130,999.474   382,730.267   MT  0.99994231   -1 56 38.6
 PP2464;SPC WI C     -   429,787.44  1,255,674.22   sFT  0.99994231   -1 56 38.6
 PP2464;SPC MN S     -   320,648.186   898,170.146   MT  0.99995675   +0 52 20.9
 PP2464;UTM  15      - 4,980,654.323   519,294.928   MT  0.99960458   +0 10 22.7
 PP2464
 PP2464                          SUPERSEDED SURVEY CONTROL
 PP2464
 PP2464  NAD 83(1991)-  44 58 44.64207(N)    092 45 18.99575(W) AD(       ) 4
 PP2464  NAD 83(1986)-  44 58 44.63922(N)    092 45 18.99247(W) AD(       ) 4
 PP2464  NAD 27      -  44 58 44.75716(N)    092 45 18.26102(W) AD(       ) 3
 PP2464
 PP2464.Superseded values are not recommended for survey control.
 PP2464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2464.See file dsdata.txt to determine how the superseded data were derived.
 PP2464
 PP2464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1929580654(NAD 83)
 PP2464_MARKER: 90 = CHURCH SPIRE
 PP2464
 PP2464  HISTORY     - Date     Condition        Report By
 PP2464  HISTORY     - 1964     FIRST OBSERVED   MNHD
 PP2464
 PP2464                          STATION DESCRIPTION
 PP2464
 PP2464'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP2413 ***********************************************************************
 PP2413  DESIGNATION -  HUDSON SOUTH MUNICIPAL TANK
 PP2413  PID         -  PP2413
 PP2413  STATE/COUNTY-  WI/ST CROIX
 PP2413  USGS QUAD   -  NORTHLINE (1974)
 PP2413
 PP2413                         *CURRENT SURVEY CONTROL
 PP2413  ___________________________________________________________________
 PP2413* NAD 83(1991)-  44 58 21.18662(N)    092 44 42.99839(W)     ADJUSTED  
 PP2413* NAVD 88     -                                                        
 PP2413  ___________________________________________________________________
 PP2413  LAPLACE CORR-         -17.20  (seconds)                    DEFLEC99
 PP2413  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 PP2413
 PP2413  HORZ ORDER  -  THIRD
 PP2413
 PP2413.The horizontal coordinates were established by classical geodetic methods
 PP2413.and adjusted by the National Geodetic Survey in March 1999..
 PP2413
 PP2413
 PP2413.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP2413
 PP2413.The geoid height was determined by GEOID03.
 PP2413
 PP2413;                    North         East     Units Scale Factor Converg.
 PP2413;SPC WI C     -   130,249.001   383,494.031   MT  0.99994212   -1 56 13.2
 PP2413;SPC WI C     -   427,325.26  1,258,180.00   sFT  0.99994212   -1 56 13.2
 PP2413;SPC MN S     -   319,936.139   898,969.875   MT  0.99995581   +0 52 46.1
 PP2413;UTM  15      - 4,979,932.820   520,085.626   MT  0.99960496   +0 10 48.1
 PP2413
 PP2413                          SUPERSEDED SURVEY CONTROL
 PP2413
 PP2413  NAD 83(1991)-  44 58 21.18308(N)    092 44 42.99285(W) AD(       ) 4
 PP2413  NAD 83(1986)-  44 58 21.17923(N)    092 44 42.99218(W) AD(       ) 4
 PP2413  NAD 27      -  44 58 21.27834(N)    092 44 42.30328(W) AD(       ) 3
 PP2413
 PP2413.Superseded values are not recommended for survey control.
 PP2413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2413.See file dsdata.txt to determine how the superseded data were derived.
 PP2413
 PP2413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2008679933(NAD 83)
 PP2413_MARKER: 51 = TANK
 PP2413
 PP2413  HISTORY     - Date     Condition        Report By
 PP2413  HISTORY     - 1964     FIRST OBSERVED   MNHD
 PP2413  HISTORY     - 1975     GOOD             MNDT
 PP2413
 PP2413                          STATION DESCRIPTION
 PP2413
 PP2413'DESCRIBED BY MN DEPT OF TRANSP 1975 (DKH)
 PP2413'THE OBJECT SIGHTED IS THE CENTER OF THE TOP OF THE WATER TANK.  NO
 PP2413'DESCRIPTION AVAILABLE.
 PP2413'
 PP2413'THE STATION WAS OBSERVED FROM STATIONS--BISSEL MNHD 1975, AND
 PP2413'KORTH MNHD 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0837 ***********************************************************************
 RM0837  DESIGNATION -  HUGHES
 RM0837  PID         -  RM0837
 RM0837  STATE/COUNTY-  WI/BAYFIELD
 RM0837  USGS QUAD   -  DRUMMOND NW (1971)
 RM0837
 RM0837                         *CURRENT SURVEY CONTROL
 RM0837  ___________________________________________________________________
 RM0837* NAD 83(1991)-  46 27 32.15500(N)    091 26 51.14039(W)     ADJUSTED  
 RM0837* NAVD 88     -       393.     (meters)    1289.     (feet)  SCALED    
 RM0837  ___________________________________________________________________
 RM0837  LAPLACE CORR-         -12.56  (seconds)                    DEFLEC99
 RM0837  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 RM0837
 RM0837  HORZ ORDER  -  THIRD
 RM0837
 RM0837.The horizontal coordinates were established by classical geodetic methods
 RM0837.and adjusted by the National Geodetic Survey in March 1999..
 RM0837
 RM0837.The orthometric height was scaled from a topographic map.
 RM0837
 RM0837.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0837
 RM0837.The geoid height was determined by GEOID03.
 RM0837
 RM0837;                    North         East     Units Scale Factor Converg.
 RM0837;SPC WI N     -   144,643.409   488,810.319   MT  0.99995824   -1 02 39.2
 RM0837;SPC WI N     -   474,550.92  1,603,705.19   sFT  0.99995824   -1 02 39.2
 RM0837;UTM  15      - 5,146,210.901   619,212.201   MT  0.99977469   +1 07 31.7
 RM0837
 RM0837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0837!SPC WI N     -   0.99994290  x   0.99995824  =   0.99990115
 RM0837!UTM  15      -   0.99994290  x   0.99977469  =   0.99971761
 RM0837
 RM0837|---------------------------------------------------------------------|
 RM0837| PID    Reference Object                     Distance      Geod. Az  |
 RM0837|                                                           dddmmss.s |
 RM0837| CJ3095 HUGHES RM 1                          32.613 METERS 25302     |
 RM0837| CJ3096 HUGHES RM 2                          22.244 METERS 33738     |
 RM0837| CJ3094 HUGHES AZ MK                                       3565943.7 |
 RM0837|---------------------------------------------------------------------|
 RM0837
 RM0837                          SUPERSEDED SURVEY CONTROL
 RM0837
 RM0837  NAD 83(1991)-  46 27 32.15488(N)    091 26 51.13876(W) AD(       ) 3
 RM0837  NAD 83(1986)-  46 27 32.14913(N)    091 26 51.13690(W) AD(       ) 3
 RM0837  NAD 27      -  46 27 32.35600(N)    091 26 50.46200(W) AD(       ) 3
 RM0837
 RM0837.Superseded values are not recommended for survey control.
 RM0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0837.See file dsdata.txt to determine how the superseded data were derived.
 RM0837
 RM0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM1921246211(NAD 83)
 RM0837_MARKER: DS = TRIANGULATION STATION DISK
 RM0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0837
 RM0837  HISTORY     - Date     Condition        Report By
 RM0837  HISTORY     - 1953     MONUMENTED       CGS
 RM0837
 RM0837                          STATION DESCRIPTION
 RM0837
 RM0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 RM0837'THE STATION IS LOCATED ABOUT 8 MILES SOUTH-SOUTHEAST OF THE VILLAGE
 RM0837'OF BRULE AND 7 MILES SOUTH OF THE VILLAGE OF IRON RIVER.  IT IS
 RM0837'68 FEET EAST OF THE CENTERLINE OF COUNTY ROUTE A.  42 FEET SOUTH
 RM0837'OF A TRIANGLE BLAZED PINE TREE AND 7 FEET WEST-NORTHWEST OF A
 RM0837'WITNESS POST.  THE MARK IS FLUSH WITH THE SURFACE AND THE DISK
 RM0837'IS STAMPED HUGHES 1953.
 RM0837'
 RM0837'REFERENCE MARK NO 1 IS 37 FEET WEST OF THE CENTERLINE OF COUNTY
 RM0837'ROUTE A.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 RM0837'HUGHES NO 1 1953.
 RM0837'
 RM0837'REFERENCE MARK NO. 2 IS 41 FEET EAST OF THE CENTERLINE OF COUNTY
 RM0837'ROUTE A AND 35.5 FEET NORTHWEST OF A TRIANGLE BLAZED PINE TREE.
 RM0837'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED HUGHES NO 2
 RM0837'1953.
 RM0837'
 RM0837'AZIMUTH MARK IS 40 FEET WEST OF THE CENTERLINE OF COUNTY ROUTE A
 RM0837'AND 4 FEET SOUTH OF A WITNESS POST.  THE MARK PROJECTS 5
 RM0837'INCHES AND THE DISK IS STAMPED HUGHES 1953.
 RM0837'
 RM0837'TO REACH FROM THE POST OFFICE IN THE VILLAGE OF IRON RIVER, GO
 RM0837'WEST FOR 0.05 MILE TO THE JUNCTION OF U.S. HIGHWAY 2 AND COUNTY
 RM0837'ROUTE A.  TURN LEFT (SOUTH) ON COUNTY ROUTE A FOR 4.4 MILES
 RM0837'TO A LAKE AND COTTAGES ON THE LEFT, CONTINUE SOUTH ON COUNTY
 RM0837'ROUTE A FOR 3.0 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 RM0837'SOUTH ON COUNTY ROUTE A FOR 0.5 MILE TO THE STATION ON THE LEFT.
 RM0837'
 RM0837'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0624 ***********************************************************************
 PO0624  DESIGNATION -  HUM
 PO0624  PID         -  PO0624
 PO0624  STATE/COUNTY-  WI/CLARK
 PO0624  USGS QUAD   -  FAIRCHILD (1979)
 PO0624
 PO0624                         *CURRENT SURVEY CONTROL
 PO0624  ___________________________________________________________________
 PO0624* NAD 83(1991)-  44 30 41.34027(N)    090 52 44.18376(W)     ADJUSTED  
 PO0624* NAVD 88     -       311.7    (meters)    1023.     (feet)  VERTCON   
 PO0624  ___________________________________________________________________
 PO0624  LAPLACE CORR-          -7.07  (seconds)                    DEFLEC99
 PO0624  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 PO0624
 PO0624  HORZ ORDER  -  SECOND
 PO0624
 PO0624.The horizontal coordinates were established by classical geodetic methods
 PO0624.and adjusted by the National Geodetic Survey in November 1991..
 PO0624
 PO0624.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0624
 PO0624.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0624
 PO0624.The geoid height was determined by GEOID03.
 PO0624
 PO0624;                    North         East     Units Scale Factor Converg.
 PO0624;SPC WI C     -    75,732.874   530,116.115   MT  0.99996085   -0 37 12.6
 PO0624;SPC WI C     -   248,466.94  1,739,222.62   sFT  0.99996085   -0 37 12.6
 PO0624;UTM  15      - 4,930,872.873   668,587.118   MT  0.99994953   +1 29 14.4
 PO0624
 PO0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0624!SPC WI C     -   0.99995623  x   0.99996085  =   0.99991708
 PO0624!UTM  15      -   0.99995623  x   0.99994953  =   0.99990576
 PO0624
 PO0624|---------------------------------------------------------------------|
 PO0624| PID    Reference Object                     Distance      Geod. Az  |
 PO0624|                                                           dddmmss.s |
 PO0624| CJ5106 HUM RM 1                              8.384 METERS 00950     |
 PO0624| CJ5107 HUM RM 2                              9.712 METERS 18559     |
 PO0624|---------------------------------------------------------------------|
 PO0624
 PO0624                          SUPERSEDED SURVEY CONTROL
 PO0624
 PO0624  NAD 83(1986)-  44 30 41.33718(N)    090 52 44.19368(W) AD(       ) 2
 PO0624  NAD 27      -  44 30 41.45907(N)    090 52 43.66107(W) AD(       ) 2
 PO0624  NGVD 29 (07/19/86)  311.7    (m)         1023.     (f) VERT ANG       
 PO0624
 PO0624.Superseded values are not recommended for survey control.
 PO0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0624.See file dsdata.txt to determine how the superseded data were derived.
 PO0624
 PO0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK6858730873(NAD 83)
 PO0624_MARKER: DD = SURVEY DISK
 PO0624_SETTING: 0 = UNSPECIFIED SETTING
 PO0624
 PO0624  HISTORY     - Date     Condition        Report By
 PO0624  HISTORY     - 1967     MONUMENTED       USGS
 PO0624
 PO0624                          STATION DESCRIPTION
 PO0624
 PO0624'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JFS)
 PO0624'STATION IS LOCATED ABOUT 1.5 MI SE. OF HUMBIRD AND ABOUT 4.5 MI
 PO0624'N.-NW. OF MERRILLAN, ON THE U.S. HWY. 12 OVERPASS OVER THE C. AND
 PO0624'NW. RR., IN THE SW. QUARTER SEC. 33, T. 24 N., R. 4 W.
 PO0624'
 PO0624'TO REACH THE STATION FROM THE MERRILLAN POST OFFICE, GO ONE-HALF
 PO0624'BLOCK S. TO STATE HWY. 95, TURN RIGHT AND GO ONE BLOCK W. TO
 PO0624'JCT. U.S. HWY. 12, TURN RIGHT AND GO 4.5 MI N.-NW. ON
 PO0624'U.S. HWY. 12 TO RR. OVERPASS AND STATION ON THE LEFT.
 PO0624'
 PO0624'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED HUM
 PO0624'1967 CRIMPED ON 10 FT LENGTHS OF COPPER WELD ROD DRIVEN INTO
 PO0624'HWY. FILL ABOUT FLUSH WITH THE GROUND AND SET IN 6 IN. TILE FILLED
 PO0624'WITH GRAVEL.  NO AZIMUTH MARK WAS SET.
 PO0624'
 PO0624'STATION MARK IS 25.3 FT W. OF CENTER OF U.S. HWY. 12, 584 FT
 PO0624'SSW. OF SW. END OF CONCRETE BRIDGE OVER RR., 628 FT N. OF
 PO0624'JCT. OF A BLACKTOP RD. W., 2.6 FT W. OF METAL GUARDRAIL,
 PO0624'8.6 FT N.-NW. OF A GUARDRAIL POST, 4.3 FT S.-SW. OF A GUARDRAIL
 PO0624'POST AND 1 FT W. OF A METAL WITNESS POST.
 PO0624'
 PO0624'REFERENCE MARK NO. 1 IS 8.384 M. (27.52 FT) N.-NE. OF STATION,
 PO0624'23.7 FT W. OF CENTER OF U.S. HWY. 12, AND 1.5 FT SW. OF A
 PO0624'GUARDRAIL POST.
 PO0624'
 PO0624'REFERENCE MARK NO. 2 IS 9.712 M. (31.86 FT) S.-SW. OF STATION,
 PO0624'24.3 FT W. OF CENTER OF U.S. HWY. 12 AND 1.7 FT N.-NW. OF A
 PO0624'GUARDRAIL POST.
 PO0624'
 PO0624'STANDARD BRACED TRIPOD USED.
 PO0624'
 PO0624'STATION MERRI AND WEAU-TV ARE V.G.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0537 ***********************************************************************
 PM0537  DESIGNATION -  HUNBOLDT ST MARYS CATH CH
 PM0537  PID         -  PM0537
 PM0537  STATE/COUNTY-  WI/BROWN
 PM0537  USGS QUAD   -  NEW FRANKEN (1978)
 PM0537
 PM0537                         *CURRENT SURVEY CONTROL
 PM0537  ___________________________________________________________________
 PM0537* NAD 83(1991)-  44 30 07.29188(N)    087 49 33.00888(W)     ADJUSTED  
 PM0537* NAVD 88     -                                                        
 PM0537  ___________________________________________________________________
 PM0537  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 PM0537  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 PM0537
 PM0537  HORZ ORDER  -  THIRD
 PM0537
 PM0537.The horizontal coordinates were established by classical geodetic methods
 PM0537.and adjusted by the National Geodetic Survey in November 1991..
 PM0537
 PM0537
 PM0537.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0537
 PM0537.The geoid height was determined by GEOID03.
 PM0537
 PM0537;                    North         East     Units Scale Factor Converg.
 PM0537;SPC WI C     -    76,618.173   772,877.097   MT  0.99996190   +1 32 02.5
 PM0537;SPC WI C     -   251,371.46  2,535,680.94   sFT  0.99996190   +1 32 02.5
 PM0537;UTM  16      - 4,927,965.810   434,350.142   MT  0.99965300   -0 34 44.0
 PM0537
 PM0537                          SUPERSEDED SURVEY CONTROL
 PM0537
 PM0537  NAD 83(1986)-  44 30 07.28305(N)    087 49 32.99645(W) AD(       ) 4
 PM0537  NAD 27      -  44 30 07.31000(N)    087 49 32.68000(W) AD(       ) 3
 PM0537
 PM0537.Superseded values are not recommended for survey control.
 PM0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0537.See file dsdata.txt to determine how the superseded data were derived.
 PM0537
 PM0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ3435027966(NAD 83)
 PM0537_MARKER: 90 = CHURCH SPIRE
 PM0537
 PM0537  HISTORY     - Date     Condition        Report By
 PM0537  HISTORY     - 1953     FIRST OBSERVED   CGS
 PM0537  HISTORY     - 20021104 MARK NOT FOUND   USPSQD
 PM0537
 PM0537                          STATION DESCRIPTION
 PM0537
 PM0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0537'STATION IS THE CENTER OF THE BASE OF THE SPIRE OF THE ST. MARYS
 PM0537'CATHOLIC CHURCH, LOCATED ABOUT 40 FEET NORTHEAST OF THE INTERSECTION
 PM0537'OF COUNTY HIGHWAYS N AND T IN THE VILLAGE OF HUMBOLDT WHICH IS
 PM0537'ABOUT 2 MILES SOUTH OF NEW FRANKLIN.  THE SPIRE IS A WOODEN STRUCTURE
 PM0537'COVERED WITH RED SHINGLES RISING ABOUT 80 FEET ABOVE THE SOUTH END
 PM0537'OF THE WOOD CHURCH.
 PM0537
 PM0537                          STATION RECOVERY (2002)
 PM0537
 PM0537'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0537'THE STATION WAS NOT RECOVERED. AS STATED BY A NEIGHBOR, IT WAS TORN
 PM0537'DOWN IN THE MID-1960'S AND A NEW CHURCH WAS BUILT 2 MILES EAST.
 PM0537'PRESENTLY, COUNTY ROAD T PASSES THROUGH THE CHURCH'S FORMER LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0033 ***********************************************************************
 PO0033  DESIGNATION -  HUNT
 PO0033  PID         -  PO0033
 PO0033  STATE/COUNTY-  WI/WOOD
 PO0033  USGS QUAD   -  ARPIN (1979)
 PO0033
 PO0033                         *CURRENT SURVEY CONTROL
 PO0033  ___________________________________________________________________
 PO0033* NAD 83(1991)-  44 31 59.58156(N)    090 01 37.46454(W)     ADJUSTED  
 PO0033* NAVD 88     -       355.302  (meters)    1165.69   (feet)  ADJUSTED  
 PO0033  ___________________________________________________________________
 PO0033  LAPLACE CORR-          -7.39  (seconds)                    DEFLEC99
 PO0033  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 PO0033  DYNAMIC HT  -         355.245 (meters)    1165.50  (feet)  COMP
 PO0033  MODELED GRAV-     980,447.4   (mgal)                       NAVD 88
 PO0033
 PO0033  HORZ ORDER  -  FIRST
 PO0033  VERT ORDER  -  FIRST     CLASS II
 PO0033
 PO0033.The horizontal coordinates were established by classical geodetic methods
 PO0033.and adjusted by the National Geodetic Survey in November 1991..
 PO0033
 PO0033.The orthometric height was determined by differential leveling
 PO0033.and adjusted by the National Geodetic Survey in June 1991..
 PO0033
 PO0033.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0033
 PO0033.The geoid height was determined by GEOID03.
 PO0033
 PO0033.The dynamic height is computed by dividing the NAVD 88
 PO0033.geopotential number by the normal gravity value computed on the
 PO0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0033.degrees latitude (g = 980.6199 gals.).
 PO0033
 PO0033.The modeled gravity was interpolated from observed gravity values.
 PO0033
 PO0033;                    North         East     Units Scale Factor Converg.
 PO0033;SPC WI C     -    77,770.027   597,848.170   MT  0.99995852   -0 01 08.8
 PO0033;SPC WI C     -   255,150.50  1,961,440.20   sFT  0.99995852   -0 01 08.8
 PO0033;UTM  15      - 4,935,398.611   736,208.610   MT  1.00028619   +2 05 09.4
 PO0033;UTM  16      - 4,935,556.739   259,489.170   MT  1.00031142   -2 07 26.3
 PO0033
 PO0033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0033!SPC WI C     -   0.99994971  x   0.99995852  =   0.99990823
 PO0033!UTM  15      -   0.99994971  x   1.00028619  =   1.00023588
 PO0033!UTM  16      -   0.99994971  x   1.00031142  =   1.00026111
 PO0033
 PO0033:                Primary Azimuth Mark                     Grid Az
 PO0033:SPC WI C     -  HUNT AZ MK                               087 47 48.1
 PO0033:UTM  15      -  HUNT AZ MK                               085 41 29.9
 PO0033:UTM  16      -  HUNT AZ MK                               089 54 05.6
 PO0033
 PO0033|---------------------------------------------------------------------|
 PO0033| PID    Reference Object                     Distance      Geod. Az  |
 PO0033|                                                           dddmmss.s |
 PO0033| PO0518 HUNT AZ MK                          APPROX. 0.9 KM 0874639.3 |
 PO0033| CJ5108 HUNT RM 1                             6.568 METERS 14048     |
 PO0033| CJ5109 HUNT RM 2                             6.615 METERS 33020     |
 PO0033|---------------------------------------------------------------------|
 PO0033
 PO0033                          SUPERSEDED SURVEY CONTROL
 PO0033
 PO0033  NAD 83(1986)-  44 31 59.57986(N)    090 01 37.47167(W) AD(       ) 1
 PO0033  NAD 27      -  44 31 59.73100(N)    090 01 37.00100(W) AD(       ) 1
 PO0033  NGVD 29 (??/??/92)  355.320  (m)         1165.75   (f) ADJ UNCH    1 2
 PO0033
 PO0033.Superseded values are not recommended for survey control.
 PO0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0033.See file dsdata.txt to determine how the superseded data were derived.
 PO0033
 PO0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK3620935399(NAD 83)
 PO0033_MARKER: DE = TRAVERSE STATION DISK
 PO0033_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PO0033_SP_SET: CONCRETE BLOCK
 PO0033_STAMPING: HUNT 1921
 PO0033_MAGNETIC: N = NO MAGNETIC MATERIAL
 PO0033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PO0033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PO0033+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2005
 PO0033
 PO0033  HISTORY     - Date     Condition        Report By
 PO0033  HISTORY     - 1921     MONUMENTED       CGS
 PO0033  HISTORY     - 1930     GOOD             CGS
 PO0033  HISTORY     - 1930     GOOD             NGS
 PO0033  HISTORY     - 1934     GOOD             NGS
 PO0033  HISTORY     - 1981     GOOD             NGS
 PO0033  HISTORY     - 20050924 GOOD             USPSQD
 PO0033
 PO0033                          STATION DESCRIPTION
 PO0033
 PO0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 PO0033'STATION IS LOCATED ABOUT 3/4 MILES S OF ARPIN, ON THE W SIDE
 PO0033'OF THE TRACK OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 PO0033'RAILWAY, AND BETWEEN THE TRACKS OF THE SOO LINE AND THE NORTH
 PO0033'WESTERN RAILWAYS.  IT IS ABOUT 30 METERS S OF THE FIRST
 PO0033'ROAD CROSSING S OF ARPIN.  IT IS ABOUT 30 METERS S OF THE
 PO0033'FIRST ROAD CROSSING S OF ARPIN.  W RAIL DISTANCE--5.96 METERS
 PO0033'(19.55 FEET).
 PO0033'
 PO0033'STATION MARK IS REGULATION PLATE SET IN A 2 1/2- BY 2 1/2- BY
 PO0033'4-FOOT BLOCK OF CONCRETE.
 PO0033'
 PO0033'THERE ARE NO REFERENCE MARKS.
 PO0033
 PO0033                          STATION RECOVERY (1930)
 PO0033
 PO0033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PO0033'MARK FOUND AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 PO0033
 PO0033                          STATION RECOVERY (1930)
 PO0033
 PO0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1930
 PO0033'0.7 MI S FROM ARPIN.
 PO0033'ON THE CHICAGO AND NORTHWESTERN RAILROAD AND THE MINNEAPOLIS,
 PO0033'ST. PAUL AND SAULT STE. MARIE RAILROAD, 0.7 MILE SOUTH OF
 PO0033'THE STATION AT ARPIN, WEST OF THE SOO LINE TRACKS AND EAST OF
 PO0033'THE C. AND N. TRACKS, 98 FEET SOUTH OF THE FIRST GRADE CROSSING
 PO0033'SOUTH OF ARPIN, 20 FEET WEST OF THE SOO LINE TRACKS, STANDARD
 PO0033'TRAVERSE DISC SET IN LARGE BLOCK OF CONCRETE 2 1/2 FEET BY 2 1/2
 PO0033'FEET BY 4 FEET.  NOTE-- 20 FT W OF W RAIL.
 PO0033
 PO0033                          STATION RECOVERY (1934)
 PO0033
 PO0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PO0033'RECOVERED IN GOOD CONDITION.
 PO0033
 PO0033                          STATION RECOVERY (1981)
 PO0033
 PO0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 PO0033'THE STATION WAS RECOVERED IN GOOD CONDITION, REFERENCE MARKS
 PO0033'1 AND 2, AND AN AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.
 PO0033'THE STATION IS LOCATED ABOUT 22.5 KM (14 MI) NORTHWEST OF
 PO0033'WISCONSIN RAPIDS, 18.5 KM (11-1/2 MI) SOUTHEAST OF MARSHFIELD,
 PO0033'10.5 KM (6-1/2 MI) SOUTH OF AUBURNDALE, 1.1 KM (0.7 MI) SOUTHEAST
 PO0033'OF ARPIN, AND IN THE SE1/4,S28,T24N,R4E OF HANSEN TOWNSHIP.
 PO0033'
 PO0033'TO REACH THE STATION FROM THE POST OFFICE IN ARPIN, GO SOUTH
 PO0033'ON CHURCH STREET FOR 0.8 KM (0.5 MI) TO THE END OF THE PAVEMENT
 PO0033'AND A CROSSROAD.  TURN LEFT AND GO EAST ON A DIRT ROAD FOR
 PO0033'0.6 KM (0.4 MI) TO THE RAILROAD TRACKS AND THE STATION ON
 PO0033'RIGHT.
 PO0033'
 PO0033'THE STATION IS A STANDARD CGS DISK
 PO0033'STAMPED---HUNT 1921---,
 PO0033'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 75 CM ON A SIDE
 PO0033'FLUSH WITH GROUND.  IT IS LOCATED
 PO0033'26.5 METERS (87.0 FT) SOUTH-SOUTHWEST FROM THE CENTER OF THE DIRT
 PO0033'ROAD,
 PO0033'6.55 METERS (21.5 FT) SOUTHWEST FROM THE CENTER OF THE TRACKS, AND
 PO0033'0.82 METER (2.7 FT) NORTHEAST FROM A METAL WITNESS POST.
 PO0033'
 PO0033'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 PO0033'STAMPED---HUNT 1921 NO 1 1981---,
 PO0033'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PO0033'FLUSH WITH GROUND.  IT IS LOCATED
 PO0033'31.5 METERS (103.3 FT) SOUTH-SOUTHWEST FROM THE CENTER OF THE
 PO0033'DIRT ROAD,
 PO0033'6.30 METERS (20.6 FT) SOUTHWEST FROM THE CENTER OF THE TRACKS, AND
 PO0033'0.65 METER (2.1 FT) NORTHEAST FROM A METAL WITNESS POST.
 PO0033'MARK IS LEVEL WITH STATION.
 PO0033'
 PO0033'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 PO0033'STAMPED---HUNT 1921 NO 2 1981---,
 PO0033'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PO0033'FLUSH WITH GROUND.  IT IS LOCATED
 PO0033'21.0 METERS (69.0 FT) SOUTH-SOUTHWEST FROM THE CENTER OF THE DIRT
 PO0033'ROAD,
 PO0033'5.990 METERS (19.4 FT) SOUTHWEST FROM THE CENTER OF THE TRACKS,
 PO0033'AND
 PO0033'0.75 METER (2.5 FT) NORTHEAST FROM A METAL WITNESS POST.
 PO0033'MARK IS LEVEL WITH STATION.
 PO0033'
 PO0033'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 PO0033'STAMPED---HUNT 1921 1981---,
 PO0033'SET INTO A DRILL HOLE IN A SQUARE CONCRETE CULVERT.
 PO0033'IT IS LOCATED
 PO0033'26.07 METERS (85.5 FT) WEST-SOUTHWEST FROM A UTILITY POLE,
 PO0033'6.40 METERS (21.0 FT) NORTH FROM THE CENTER OF THE ROAD,
 PO0033'5.95 METERS (19.5 FT) EAST FROM THE  WEST END OF THE CULVERT, AND
 PO0033'0.97 METER (3.2 FT) SOUTHWEST FROM A METAL WITNESS POST.
 PO0033'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED ON THE
 PO0033'DIRT ROAD FOR 0.1 KM (0.05 MI) TO A CROSSROAD.  CONTINUE AHEAD
 PO0033'FOR 0.15 KM (0.1 MI) TO A STOP SIGN, AT A T-JUNCTION.  TURN
 PO0033'RIGHT AND GO EAST FOR 0.6 KM (0.35 MI) TO THE MARK ON THE LEFT.
 PO0033'
 PO0033'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 2.4 METERS.
 PO0033
 PO0033                          STATION RECOVERY (2005)
 PO0033
 PO0033'RECOVERY NOTE BY US POWER SQUADRON 2005 (DS)
 PO0033'RAIL ROAD TRACKS HAVE BEEN REMOVED. DIRT ROAD IS PINE ROAD AND NOW
 PO0033'PAVED. RM2 20 FOOT 9 INCHES SE OF STATION.
 PO0033'RM2 - N44 31.997-W090 01.629
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0518 ***********************************************************************
 PO0518  DESIGNATION -  HUNT AZ MK
 PO0518  PID         -  PO0518
 PO0518  STATE/COUNTY-  WI/WOOD
 PO0518  USGS QUAD   -  ARPIN (1979)
 PO0518
 PO0518                         *CURRENT SURVEY CONTROL
 PO0518  ___________________________________________________________________
 PO0518* NAD 83(1991)-  44 32 00.67636(N)    090 00 57.95617(W)     ADJUSTED  
 PO0518* NAVD 88     -       347.5    (meters)    1140.     (feet)  VERTCON   
 PO0518  ___________________________________________________________________
 PO0518  LAPLACE CORR-          -7.45  (seconds)                    DEFLEC99
 PO0518  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 PO0518
 PO0518  HORZ ORDER  -  SECOND
 PO0518
 PO0518.The horizontal coordinates were established by classical geodetic methods
 PO0518.and adjusted by the National Geodetic Survey in November 1991..
 PO0518
 PO0518.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0518
 PO0518.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0518
 PO0518.The geoid height was determined by GEOID03.
 PO0518
 PO0518;                    North         East     Units Scale Factor Converg.
 PO0518;SPC WI C     -    77,803.588   598,720.446   MT  0.99995849   -0 00 40.9
 PO0518;SPC WI C     -   255,260.60  1,964,302.00   sFT  0.99995849   -0 00 40.9
 PO0518;UTM  15      - 4,935,464.210   737,079.352   MT  1.00029126   +2 05 37.2
 PO0518;UTM  16      - 4,935,558.239   260,362.396   MT  1.00030626   -2 06 58.6
 PO0518
 PO0518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0518!SPC WI C     -   0.99995094  x   0.99995849  =   0.99990943
 PO0518!UTM  15      -   0.99995094  x   1.00029126  =   1.00024219
 PO0518!UTM  16      -   0.99995094  x   1.00030626  =   1.00025718
 PO0518
 PO0518                          SUPERSEDED SURVEY CONTROL
 PO0518
 PO0518  NAD 83(1986)-  44 32 00.67467(N)    090 00 57.96330(W) AD(       ) 2
 PO0518  NAD 27      -  44 32 00.82861(N)    090 00 57.49409(W) AD(       ) 2
 PO0518  NGVD 29 (07/19/86)  347.5    (m)         1140.     (f) VERT ANG       
 PO0518
 PO0518.Superseded values are not recommended for survey control.
 PO0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0518.See file dsdata.txt to determine how the superseded data were derived.
 PO0518
 PO0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK3707935464(NAD 83)
 PO0518_MARKER: DZ = AZIMUTH MARK DISK
 PO0518_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PO0518_MAGNETIC: N = NO MAGNETIC MATERIAL
 PO0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0518+STABILITY: SURFACE MOTION
 PO0518
 PO0518  HISTORY     - Date     Condition        Report By
 PO0518  HISTORY     - 1981     MONUMENTED       NGS
 PO0518  HISTORY     - 20050924 GOOD             USPSQD
 PO0518
 PO0518                          STATION DESCRIPTION
 PO0518
 PO0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 PO0518'THE STATION IS LOCATED ABOUT 10.5 KM (6-1/2 MI) SOUTH OF
 PO0518'AUBURNDALE, 8 KM (5 MI) NORTHWEST OF VESPER, 1.4 KM (0.9 MI)
 PO0518'SOUTHEAST OF ARPIN, AND IN THE NW1/4,SEC27,T23N,R4E, OF
 PO0518'ARPIN TOWNSHIP.
 PO0518'OWNERSHIP--STATE OF WISCONSIN, DIVISION OF HIGHWAYS-DISTRICT 4,
 PO0518'MR. J.W. NEIDHOLD, 1681 SECOND AVENUE SOUTH, WISCONSIN RAPIDS
 PO0518'WI 54494, PHONE NUMBER (715) 421-8300.
 PO0518'
 PO0518'TO REACH THE STATION FROM THE POST OFFICE IN ARPIN, GO
 PO0518'SOUTH ON CHURCH STREET FOR 0.8 KM (0.5 MI) TO THE END OF
 PO0518'PAVEMENT AND A CROSSROAD.  TURN LEFT AND GO EAST ON THE
 PO0518'GRAVEL ROAD FOR 0.6 KM (0.4 MI) TO A RAILROAD CROSSING AND
 PO0518'STATION HUNT 1921 ON THE RIGHT.  CONTINUE EAST ON THE GRAVEL
 PO0518'ROAD FOR 0.4 KM (0.25 MI) TO THE JUNCTION OF STATE HIGHWAY
 PO0518'186.  CONTINUE STRAIGHT AHEAD, EAST, ON STATE HIGHWAY 186
 PO0518'FOR 0.4 KM (0.25 MI) TO A CONCRETE CULVERT AND THE STATION
 PO0518'ON THE LEFT.
 PO0518'
 PO0518'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 PO0518'STAMPED---HUNT 1921 1981---,
 PO0518'CEMENTED IN A DRILL HOLE IN THE NORTHEAST END OF A CONCRETE
 PO0518'CULVERT OF 6 METERS LARGEST DIMENSION.
 PO0518'IT IS LOCATED
 PO0518'6.40 METERS (21.0 FT) NORTH FROM THE CENTER OF THE HIGHWAY,
 PO0518'5.94 METERS (19.5 FT) EAST FROM THE WEST EDGE OF THE CULVERT,
 PO0518'1.12 METERS (3.7 FT) SOUTHWEST FROM A METAL WITNESS POST AND
 PO0518'0.55 METERS (1.8 FT) SOUTH FROM THE NORTH EDGE OF THE CULVERT.
 PO0518'
 PO0518'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE NO REFERENCE
 PO0518'MARKS WERE ESTABLISHED AT THIS STATION.
 PO0518'
 PO0518'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 PO0518'
 PO0518'A TRAVERSE CONNECTION WAS MADE TO STATION HUNT 1921, USING
 PO0518'EDM EQUIPMENT.
 PO0518
 PO0518                          STATION RECOVERY (2005)
 PO0518
 PO0518'RECOVERY NOTE BY US POWER SQUADRON 2005 (DS)
 PO0518'N44 32.011-W090 00.965 AT NE CORNER O CULVERT NEAR STSTE HWY
 PO0518'COMMISSION OF WISCONSIN PLAQUE C-71-20-67
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0650 ***********************************************************************
 RM0650  DESIGNATION -  HURLEY
 RM0650  PID         -  RM0650
 RM0650  STATE/COUNTY-  WI/IRON
 RM0650  USGS QUAD   -  IRONWOOD (1981)
 RM0650
 RM0650                         *CURRENT SURVEY CONTROL
 RM0650  ___________________________________________________________________
 RM0650* NAD 83(1991)-  46 26 30.63590(N)    090 11 26.52151(W)     ADJUSTED  
 RM0650* NAVD 88     -       506.     (meters)    1660.     (feet)  SCALED    
 RM0650  ___________________________________________________________________
 RM0650  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 RM0650  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 RM0650
 RM0650  HORZ ORDER  -  FIRST
 RM0650
 RM0650.The horizontal coordinates were established by classical geodetic methods
 RM0650.and adjusted by the National Geodetic Survey in November 1991..
 RM0650
 RM0650.The orthometric height was scaled from a topographic map.
 RM0650
 RM0650.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0650
 RM0650.The geoid height was determined by GEOID03.
 RM0650
 RM0650;                    North         East     Units Scale Factor Converg.
 RM0650;SPC WI N     -   141,748.265   585,346.389   MT  0.99995677   -0 08 15.2
 RM0650;SPC WI N     -   465,052.43  1,920,423.94   sFT  0.99995677   -0 08 15.2
 RM0650;UTM  15      - 5,146,976.414   715,788.333   MT  1.00017241   +2 02 11.8
 RM0650
 RM0650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0650!SPC WI N     -   0.99992550  x   0.99995677  =   0.99988227
 RM0650!UTM  15      -   0.99992550  x   1.00017241  =   1.00009790
 RM0650
 RM0650:                Primary Azimuth Mark                     Grid Az
 RM0650:SPC WI N     -  HURLEY ST MARYS CATHOLIC CH              027 31 51.4
 RM0650:UTM  15      -  HURLEY ST MARYS CATHOLIC CH              025 21 24.4
 RM0650
 RM0650|---------------------------------------------------------------------|
 RM0650| PID    Reference Object                     Distance      Geod. Az  |
 RM0650|                                                           dddmmss.s |
 RM0650| RM0652 HURLEY ST MARYS CATHOLIC CH         APPROX. 0.8 KM 0272336.2 |
 RM0650| CJ3103 HURLEY AZ MK                                       0274257.7 |
 RM0650| RM0657 IRONWOOD ST AMBROSE TALL SPIRE      APPROX. 2.6 KM 0500214.8 |
 RM0650| RM0649 IRONWOOD NEWPORT MINING TANK        APPROX. 5.1 KM 0703014.1 |
 RM0650| RM0653 IRONWOOD PENOKEE MINING TA STK      APPROX. 4.2 KM 0712907.5 |
 RM0650| RM0641 RAMSAY YOUNGSTOWN MINING STACK      APPROX.13.6 KM 0752632.1 |
 RM0650| RM0651 HURLEY STANDPIPE                     39.259 METERS 11903     |
 RM0650| CJ3104 HURLEY RM 1                           8.413 METERS 27824     |
 RM0650| CJ3105 HURLEY RM 2                           9.168 METERS 35759     |
 RM0650|---------------------------------------------------------------------|
 RM0650
 RM0650                          SUPERSEDED SURVEY CONTROL
 RM0650
 RM0650  NAD 83(1986)-  46 26 30.63011(N)    090 11 26.51473(W) AD(       ) 1
 RM0650  NAD 27      -  46 26 30.81800(N)    090 11 25.88500(W) AD(       ) 1
 RM0650
 RM0650.Superseded values are not recommended for survey control.
 RM0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0650.See file dsdata.txt to determine how the superseded data were derived.
 RM0650
 RM0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM1578846976(NAD 83)
 RM0650_MARKER: DS = TRIANGULATION STATION DISK
 RM0650_SETTING: 66 = SET IN ROCK OUTCROP
 RM0650
 RM0650  HISTORY     - Date     Condition        Report By
 RM0650  HISTORY     - 1939     MONUMENTED       CGS
 RM0650  HISTORY     - 1952     GOOD             CGS
 RM0650  HISTORY     - 1973     GOOD             WIDT
 RM0650  HISTORY     - 1975     GOOD             NGS
 RM0650  HISTORY     - 20030822 MARK NOT FOUND   USPSQD
 RM0650
 RM0650                          STATION DESCRIPTION
 RM0650
 RM0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 RM0650'IN HURLEY, ABOUT 0.7 MILE SOUTHWEST OF THE CENTER OF THE TOWN
 RM0650'AND ABOUT 50 YARDS NORTH OF THE HIGHEST PART OF THE HILL,
 RM0650'IN THE NORTHWEST QUARTER OF SEC. 25, T. 46 N., R. 2 E., AND
 RM0650'128.80 FEET HORIZONTAL DISTANCE NORTHWEST OF THE CENTER OF
 RM0650'THE HURLEY MUNICIPAL STANDPIPE.  THE MARK
 RM0650'IS WEDGED IN OUTCROPPING BEDROCK FLUSH WITH THE SURFACE OF
 RM0650'THE BEDROCK AND STAMPED HURLEY 1939.
 RM0650'
 RM0650'TO REACH FROM THE RAILROAD DEPOT AT HURLEY DRIVE SOUTH UP
 RM0650'THE HILL ON FIFTH AVENUE FOR 0.45 MILE, TURN RIGHT (WEST)
 RM0650'ON GERMANIA STREET AND GO 0.05 MILE TO A LANE LEADING SOUTH,
 RM0650'THEN FOLLOW THIS LANE UP HILL FOR 0.1 MILE TO THE STANDPIPE
 RM0650'AND THE STATION.
 RM0650'
 RM0650'SURFACE, REFERENCE NO. 1 AND NO. 2 AND AZIMUTH MARKS ARE
 RM0650'STANDARD BRONZE DISKS.
 RM0650'THERE IS NO UNDERGROUND MARK.  THE
 RM0650'AZIMUTH MARK IS WITNESSED BY A 4- BY 4-INCH WHITE WOODEN
 RM0650'POST WHICH PROJECTS ABOUT 2-1/2 FEET ABOVE THE GROUND.
 RM0650'
 RM0650'REFERENCE MARK NO. 1 IS WEST BY NORTH OF THE STATION AND
 RM0650'1-1/2 FEET LOWER, FLUSH WITH THE BEDROCK, AND IS STAMPED
 RM0650'HURLEY NO 1 1939.
 RM0650'
 RM0650'REFERENCE MARK NO. 2 IS NORTH OF THE STATION AND 1 FOOT LOWER,
 RM0650'FLUSH WITH THE BEDROCK AND IS STAMPED HURLEY NO 2 1939.
 RM0650'
 RM0650'AZIMUTH MARK IS NORTHEAST OF THE STATION, 12 FEET SOUTH OF
 RM0650'HIGH VOLTAGE POLE NO. 851 (THIS POLE IS THE SOUTHERN-MOST
 RM0650'OF SIX HIGH VOLTAGE POLES WHERE TWO HIGH VOLTAGE LINES COME
 RM0650'TOGETHER).  IT IS ABOUT 50 YARDS EAST OF THE TOP OF THE RIDGE,
 RM0650'ABOUT 75 YARDS SOUTH OF AN OLD HOUSE AND 1 FOOT SOUTH OF A
 RM0650'FENCE, PROJECTS 4 INCHES ABOVE THE GROUND AND IS STAMPED HURLEY
 RM0650'1939.
 RM0650'
 RM0650'TO REACH THE AZIMUTH MARK FROM GERMANIA STREET, GO NORTH ON
 RM0650'FIFTH AVENUE FOR 0.3 MILE TO A LANE LEADING LEFT (WEST),
 RM0650'AND DRIVE UP THIS LANE 0.05 MILE TO THE MARK.
 RM0650'
 RM0650'HURLEY STANDPIPE IS OF STEEL AND IS PAINTED ALUMINUM.  IT IS
 RM0650'50 FEET HIGH AND ABOUT 20 FEET IN DIAMETER.  THE FINIAL WAS
 RM0650'OBSERVED UPON FROM TRIANGULATION STATION HURLEY AND THE
 RM0650'HORIZONTAL DISTANCE WAS MEASURED FROM THE TOP OF THE 37-FOOT
 RM0650'TOWER AND THE CENTER OF THE FINIAL ON THE TOP OF THE STANDPIPE,
 RM0650'AS THEY WERE BOTH EXACTLY THE SAME ELEVATION.  THE DISTANCE
 RM0650'WAS 128.80 FEET.
 RM0650'
 RM0650'A 37-FOOT TOWER IS NEEDED TO CLEAR THE TREE AT THIS STATION.
 RM0650'
 RM0650'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 RM0650
 RM0650                          STATION RECOVERY (1952)
 RM0650
 RM0650'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 RM0650'STATION RECOVERED, STATION MARK, BOTH REFERENCE MARKS AND
 RM0650'THE AZIMUTH MARK WAS FOUND AS PREVIOUSLY DESCRIBED AND ARE
 RM0650'IN GOOD CONDITION.
 RM0650'
 RM0650'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 RM0650
 RM0650                          STATION RECOVERY (1973)
 RM0650
 RM0650'RECOVERY NOTE BY WI DEPT OF TRANSP 1973 (WHS)
 RM0650'HURLEY 1939-GOOD.
 RM0650'
 RM0650'HURLEY NO 1 1939-GOOD.
 RM0650'
 RM0650'HURLEY NO. 2 1939-GOOD.
 RM0650'
 RM0650'AZIMUTH MARK HAS BEEN TIPPED 45 DEG BY TRANSMISSION LINE
 RM0650'CONSTRUCTION AND IS NOW USELESS.  TO REACH DESCRIPTION FOR
 RM0650'STATION IS ADEQUATE.  TOWER OR MAST CANNOT BE ERECTED OVER
 RM0650'STATION BECAUSE OF HIGH VOLTAGE LINES OVER STATION.  NO SIGNS
 RM0650'WERE ERECTED BECAUSE OF BEDROCK IN AREA.
 RM0650
 RM0650                          STATION RECOVERY (1975)
 RM0650
 RM0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 RM0650'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 RM0650'CONDITION.  THE AZIMUTH MARK WAS NOT FOUND AND HAD BEEN PREVIOUSLY
 RM0650'REPORTED DESTROYED.  REFERENCE MARK 2 WAS RE-INFORCED WITH CONCRETE
 RM0650'AS THE OLD CEMENT WAS CHIPPED AWAY.  DUE TO CHANGES NEAR THE
 RM0650'STATION A NEW DESCRIPTION FOLLOWS.
 RM0650'
 RM0650'THE STATION IS ON CITY PROPERTY IN THE SOUTHWEST PART OF
 RM0650'HURLEY.  IT IS 125 FEET WEST OF THE OLDER ONE OF TWO STANDPIPES,
 RM0650'72 FEET WEST OF THE NORTHWEST CORNER OF A SMALL CEMENT BLOCK
 RM0650'BUILDING, 15 FEET WEST OF AN ANTENNA GUY WIRE ANCHOR AND 3 FEET
 RM0650'EAST OF A 4 INCH TREE WITH A SURVEY WITNESS SIGN ATTACHED.  THE
 RM0650'DISK IS CEMENTED IN A DRILL HOLE AND STAMPED HURLEY 1939.
 RM0650'
 RM0650'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 77
 RM0650'AND 5TH. AVENUE, GO SOUTH AND UPHILL ON 5TH. AVENUE FOR 0.45 MILE
 RM0650'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON GERMANIA ST. FOR
 RM0650'0.25 MILE TO A GRADED ROAD LEFT.  TURN LEFT AND FOLLOW THE GRAVEL
 RM0650'AND CINDER ROAD FOR 0.2 MILE TO THE TOP OF HILL AND STATION AS
 RM0650'DESCRIBED.
 RM0650'
 RM0650'REFERENCE MARK 1 IS 25 FEET WEST OF THE TREE WITH THE SURVEY
 RM0650'WITNESS SIGN, 20 FEET SOUTHWEST OF A FENCE LINE AND ABOUT 2 FEET
 RM0650'LOWER THAN THE STATION.  THE DISK IS CEMENTED IN A DRILL HOLE IN
 RM0650'BEDROCK AND THE DISK IS STAMPED HURLEY NO 1 1939.
 RM0650'
 RM0650'REFERENCE MARK 2 IS 33 FEET NORTH OF THE TREE WITH THE SURVEY
 RM0650'WITNESS SIGN ATTACHED AND ABOUT A FOOT LOWER THAN THE
 RM0650'STATION.  THE DISK IS CEMENTED IN A DRILL HOLE IN BEDROCK AND IS
 RM0650'STAMPED HURLEY NO 2 1939.
 RM0650'
 RM0650'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RM0650'AT HURLEY.
 RM0650
 RM0650                          STATION RECOVERY (2003)
 RM0650
 RM0650'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0650'NOT FOUND.  THE COMBINATION FOR THE LOCKED GATE ACROSS THE ACCESS ROAD
 RM0650'TO THE STATION MAY BE OBTAINED FROM THE IRON COUNTY SHERIFF AT THE
 RM0650'SHERIFF'S OFFICE AT 300 TACONITE ST. NEAR THE VIETNAM VETRANS WAR
 RM0650'MEMORIAL ON HIGHWAY 51 ON THE SOUTH SIDE OF TOWN.  THE SHERIFF WAS OUT
 RM0650'OF TOWN SO ACCESS COULD NOT BE GAINED.  NOTE-- THE SIDE ROAD DESCRIBED
 RM0650'IN 1975 IS GERMANIA AVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0884 ***********************************************************************
 RM0884  FBN         -  This is a Federal Base Network Control Station.
 RM0884  DESIGNATION -  HURLEY GPS
 RM0884  PID         -  RM0884
 RM0884  STATE/COUNTY-  WI/IRON
 RM0884  USGS QUAD   -  IRONWOOD (1981)
 RM0884
 RM0884                         *CURRENT SURVEY CONTROL
 RM0884  ___________________________________________________________________
 RM0884* NAD 83(1997)-  46 27 58.29918(N)    090 11 41.43237(W)     ADJUSTED  
 RM0884* NAVD 88     -       441.1    (meters)    1447.     (feet)  GPS OBS   
 RM0884  ___________________________________________________________________
 RM0884  X           -     -14,966.802 (meters)                     COMP
 RM0884  Y           -  -4,401,154.973 (meters)                     COMP
 RM0884  Z           -   4,601,390.399 (meters)                     COMP
 RM0884  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 RM0884  ELLIP HEIGHT-         410.44  (meters)          (04/28/99) GPS OBS
 RM0884  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 RM0884
 RM0884  HORZ ORDER  -  A
 RM0884  ELLP ORDER  -  THIRD     CLASS I
 RM0884
 RM0884.The horizontal coordinates were established by GPS observations
 RM0884.and adjusted by the National Geodetic Survey in April 1999..
 RM0884
 RM0884.The orthometric height was determined by GPS observations and a
 RM0884.high-resolution geoid model.
 RM0884
 RM0884.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RM0884
 RM0884.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0884
 RM0884.The ellipsoidal height was determined by GPS observations
 RM0884.and is referenced to NAD 83.
 RM0884
 RM0884.The geoid height was determined by GEOID03.
 RM0884
 RM0884;                    North         East     Units Scale Factor Converg.
 RM0884;SPC WI N     -   144,455.767   585,034.761   MT  0.99995889   -0 08 26.0
 RM0884;SPC WI N     -   473,935.30  1,919,401.55   sFT  0.99995889   -0 08 26.0
 RM0884;SPC MI N     -   191,984.650 7,754,692.712   MT  0.99990781   -2 18 33.1
 RM0884;SPC MI N     -   629,870.90 25,441,905.22   iFT  0.99990781   -2 18 33.1
 RM0884;UTM  15      - 5,149,670.717   715,374.107   MT  1.00017021   +2 02 03.9
 RM0884
 RM0884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0884!SPC WI N     -   0.99993566  x   0.99995889  =   0.99989456
 RM0884!SPC MI N     -   0.99993566  x   0.99990781  =   0.99984348
 RM0884!UTM  15      -   0.99993566  x   1.00017021  =   1.00010586
 RM0884
 RM0884                          SUPERSEDED SURVEY CONTROL
 RM0884
 RM0884  NAD 83(1986)-  46 27 58.28996(N)    090 11 41.41003(W) AD(       ) 1
 RM0884  NAD 83(1991)-  46 27 58.29945(N)    090 11 41.43001(W) AD(       ) B
 RM0884  ELLIP H (06/11/91)  410.37   (m)                       GP(       ) 4 1
 RM0884  NAD 83(1986)-  46 27 58.29194(N)    090 11 41.41590(W) AD(       ) 3
 RM0884  NGVD 29 (08/19/91)  440.9    (m)         1447.     (f) GPS OBS        
 RM0884
 RM0884.Superseded values are not recommended for survey control.
 RM0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0884.See file dsdata.txt to determine how the superseded data were derived.
 RM0884
 RM0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM1537449671(NAD 83)
 RM0884_MARKER: DH = HORIZONTAL CONTROL DISK
 RM0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0884_SP_SET: CONCRETE POST
 RM0884_STAMPING: HURLEY GPS 1989
 RM0884_MARK LOGO: NGS   
 RM0884_PROJECTION: FLUSH
 RM0884_MAGNETIC: N = NO MAGNETIC MATERIAL
 RM0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0884+STABILITY: SURFACE MOTION
 RM0884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0884+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2005
 RM0884
 RM0884  HISTORY     - Date     Condition        Report By
 RM0884  HISTORY     - 1989     MONUMENTED       WIHD
 RM0884  HISTORY     - 19900718 GOOD
 RM0884  HISTORY     - 19970712 GOOD             WOOLPT
 RM0884  HISTORY     - 19971210 GOOD             NGS
 RM0884  HISTORY     - 20010112 GOOD             TETR
 RM0884  HISTORY     - 20030502 GOOD             USPSQD
 RM0884  HISTORY     - 20041126 GOOD             USPSQD
 RM0884  HISTORY     - 20050830 GOOD             WIDT
 RM0884
 RM0884                          STATION DESCRIPTION
 RM0884
 RM0884'DESCRIBED BY WI HIGHWAY DEPT 1989
 RM0884'THE STATION IS LOCATED ABOUT 3.3 KM (2.05 MI) NORTH OF HURLEY, 61.18
 RM0884'KM (38.00 MI) SOUTHEAST OF ASHLAND, AND 4.85 KM (3.00 MI) WEST OF
 RM0884'IRONWOOD, MICHIGAN.  OWNERSHIP--STATE HIGHWAY RIGHT-OF-WAY.
 RM0884'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE
 RM0884'ROUTE 77 IN HURLEY, GO NORTH FOR 3.2 KM (2.00 MI) ON U.S. HIGHWAY 51
 RM0884'TO THE STATION ON THE RIGHT IN THE GRASSY RIGHT-OF-WAY TRIANGLE FORMED
 RM0884'BY U.S. HIGHWAY 51 AND THE ACCESS RAMP TO U.S. HIGHWAY 2.
 RM0884'THE STATION IS A STANDARD NGS HORIZONTAL CONTROL MARK DISK
 RM0884'STAMPED---HURLEY GPS 1989---, SET INTO THE TOP OF A ROUND CONCRETE
 RM0884'MONUMENT 42 CM IN DIAMETER FLUSH WITH THE GROUND.  LOCATED 17.36 M
 RM0884'(57.0 FT) EAST FROM THE CENTER-LINE OF U.S. HIGHWAY 51, 60.65 M
 RM0884'(199.0 FT) SOUTH-SOUTHEAST FROM THE SOUTHEAST CORNER OF THE U.S.
 RM0884'HIGHWAY 51 BRIDGE OVER U.S. HIGHWAY 2, 109.43 M (359.0 FT)
 RM0884'NORTH-NORTHEAST FROM THE INTERSECTION OF THE EAST EDGE OF PAVEMENT OF
 RM0884'U.S. HIGHWAY 51 AND THE NORTH EDGE OF PAVEMENT OF THE ENTRANCE RAMP OF
 RM0884'U.S. HIGHWAY 2, AND 0.92 M (3.0 FT) WEST FROM A CARSONITE WITNESS
 RM0884'POST.
 RM0884
 RM0884                          STATION RECOVERY (1990)
 RM0884
 RM0884'RECOVERED 1990
 RM0884'RECOVERED IN GOOD CONDITION.
 RM0884
 RM0884                          STATION RECOVERY (1997)
 RM0884
 RM0884'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1997 (ARL)
 RM0884'RECOVERED AS DESCRIBED.
 RM0884
 RM0884                          STATION RECOVERY (1997)
 RM0884
 RM0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 RM0884'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) WEST OF IRONWOOD, MI, 2 KM
 RM0884'(1.25 MI) NORTH OF HURLEY, NEAR THE CENTER OF THE WEST SIDE OF A LARGE
 RM0884'TRIANGLE FORMED BY THE JUNCTION OF TWO HIGHWAYS AND THE EAST BOUND
 RM0884'ONRAMP, ON A LOW HILL AND IN THE HIGHWAY RIGHT-OF-WAY.
 RM0884'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH FROM THE
 RM0884'OVERPASS AT THE JUNCTION OF U.S.  HIGHWAYS 2 AND 51 ABOUT 2 KM (1.25
 RM0884'MI) NORTH OF HURLEY, GO SOUTH ON HIGHWAY 51 FOR ABOUT 100 M (328.1 FT)
 RM0884'TO THE STATION ON THE LEFT.  THE STATION IS SET IN THE TOP OF A 40 CM
 RM0884'ROUND CONCRETE POST SET FLUSH WITH THE GROUND.  IT IS, 109.4 M (358.9
 RM0884'FT) NORTH-NORTHEAST OF THE NORTH EDGE OF THE JUNCTION OF THE EAST
 RM0884'PAVED EDGE OF THE HIGHWAY AND THE NORTH EDGE OF THE ONRAMP, 60.6 M
 RM0884'(198.8 FT) SOUTH-SOUTHEAST OF THE SOUTH END OF THE EAST CONCRETE GUARD
 RM0884'RAIL OF THE OVERPASS, 43.1 M (141.4 FT) SOUTH-SOUTHEAST OF THE SOUTH
 RM0884'MOST WOODEN POST FOR THE STEEL GUARD, 17.4 M (57.1 FT) EAST OF THE
 RM0884'HIGHWAY CENTER, 13.1 M (43.0 FT) EAST OF THE EAST PAVED HIGHWAY EDGE,
 RM0884'AND 0.9 M (3.0 FT) WEST OF A FIBERGLASS WITNESS POST.
 RM0884
 RM0884                          STATION RECOVERY (2001)
 RM0884
 RM0884'RECOVERY NOTE BY TETRA TECH MPS 2001 (SMV)
 RM0884'RECOVERED IN GOOD CONDITION.
 RM0884
 RM0884                          STATION RECOVERY (2003)
 RM0884
 RM0884'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0884'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 42 FEET
 RM0884'NORTHEAST OF A 'CURVE AHEAD' ROAD SIGN, IN THE CENTER OF A TRIANGLE
 RM0884'FORMED BY 3 ORANGE SQUARE POSTS, AND 3 FEET WEST OF AN ORANGE WITNESS
 RM0884'POST AND A WHITE WITNESS POST.  THERE ARE NO OBSTRUCTIONS ABOVE 15
 RM0884'DEGREES ABOVE THE HORIZON.
 RM0884
 RM0884                          STATION RECOVERY (2004)
 RM0884
 RM0884'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0884'RECOVERED IN GOOD CONDITION.
 RM0884
 RM0884                          STATION RECOVERY (2005)
 RM0884
 RM0884'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RM0884'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0652 ***********************************************************************
 RM0652  DESIGNATION -  HURLEY ST MARYS CATHOLIC CH
 RM0652  PID         -  RM0652
 RM0652  STATE/COUNTY-  WI/IRON
 RM0652  USGS QUAD   -  IRONWOOD (1981)
 RM0652
 RM0652                         *CURRENT SURVEY CONTROL
 RM0652  ___________________________________________________________________
 RM0652* NAD 83(1991)-  46 26 53.67002(N)    090 11 09.25253(W)     ADJUSTED  
 RM0652* NAVD 88     -                                                        
 RM0652  ___________________________________________________________________
 RM0652  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 RM0652  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 RM0652
 RM0652  HORZ ORDER  -  THIRD
 RM0652
 RM0652.The horizontal coordinates were established by classical geodetic methods
 RM0652.and adjusted by the National Geodetic Survey in November 1991..
 RM0652
 RM0652
 RM0652.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0652
 RM0652.The geoid height was determined by GEOID03.
 RM0652
 RM0652;                    North         East     Units Scale Factor Converg.
 RM0652;SPC WI N     -   142,458.601   585,716.654   MT  0.99995731   -0 08 02.8
 RM0652;SPC WI N     -   467,382.93  1,921,638.72   sFT  0.99995731   -0 08 02.8
 RM0652;UTM  15      - 5,147,700.443   716,131.457   MT  1.00017423   +2 02 25.1
 RM0652
 RM0652                          SUPERSEDED SURVEY CONTROL
 RM0652
 RM0652  NAD 83(1986)-  46 26 53.66410(N)    090 11 09.24562(W) AD(       ) 4
 RM0652  NAD 27      -  46 26 53.85200(N)    090 11 08.61600(W) AD(       ) 3
 RM0652
 RM0652.Superseded values are not recommended for survey control.
 RM0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0652.See file dsdata.txt to determine how the superseded data were derived.
 RM0652
 RM0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM1613147700(NAD 83)
 RM0652_MARKER: 90 = CHURCH SPIRE
 RM0652
 RM0652  HISTORY     - Date     Condition        Report By
 RM0652  HISTORY     - 1939     FIRST OBSERVED   CGS
 RM0652  HISTORY     - 20021128 GOOD             USPSQD
 RM0652  HISTORY     - 20040312 GOOD             USPSQD
 RM0652
 RM0652                          STATION DESCRIPTION
 RM0652
 RM0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 RM0652'THE ALUMINUM COLORED SPIRE, WHICH IS SURMOUNTD BY A GOLD
 RM0652'CROSS, ON ST. MARYS CATHOLIC CHURCH IN HURLEY.  THE CHRUCH
 RM0652'IS ON FIFTH AVENUE ABOUT 1 BLOCK SOUTH OF THE HURLEY RAILROAD
 RM0652'DEPOT.  THE TOP OF THE SPIRE IS ABOUT 110 FEET ABOVE THE
 RM0652'STREET.
 RM0652'
 RM0652'THE TIP OF THE GOLD CROSS WAS OBSERVED UPON FROM TRIANGULATION
 RM0652'STATIONS HURLEY, ZION, TANKS AND BERNARD.
 RM0652
 RM0652                          STATION RECOVERY (2002)
 RM0652
 RM0652'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 RM0652'RECOVERED IN GOOD CONDITION.  CHURCH IS AT THE NORTHEAST CORNER OF 5TH
 RM0652'STREET AND IRON STREET. STEEPLE IS COVERED WITH WHITE SHINGLES.
 RM0652
 RM0652                          STATION RECOVERY (2004)
 RM0652
 RM0652'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0652'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0651 ***********************************************************************
 RM0651  DESIGNATION -  HURLEY STANDPIPE
 RM0651  PID         -  RM0651
 RM0651  STATE/COUNTY-  WI/IRON
 RM0651  USGS QUAD   -  IRONWOOD (1981)
 RM0651
 RM0651                         *CURRENT SURVEY CONTROL
 RM0651  ___________________________________________________________________
 RM0651* NAD 83(1991)-  46 26 30.01862(N)    090 11 24.91364(W)     ADJUSTED  
 RM0651* NAVD 88     -                                                        
 RM0651  ___________________________________________________________________
 RM0651  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 RM0651  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 RM0651
 RM0651  HORZ ORDER  -  THIRD
 RM0651
 RM0651.The horizontal coordinates were established by classical geodetic methods
 RM0651.and adjusted by the National Geodetic Survey in November 1991..
 RM0651
 RM0651
 RM0651.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0651
 RM0651.The geoid height was determined by GEOID03.
 RM0651
 RM0651;                    North         East     Units Scale Factor Converg.
 RM0651;SPC WI N     -   141,729.124   585,380.662   MT  0.99995675   -0 08 14.1
 RM0651;SPC WI N     -   464,989.63  1,920,536.39   sFT  0.99995675   -0 08 14.1
 RM0651;UTM  15      - 5,146,958.583   715,823.316   MT  1.00017260   +2 02 12.9
 RM0651
 RM0651                          SUPERSEDED SURVEY CONTROL
 RM0651
 RM0651  NAD 83(1986)-  46 26 30.01310(N)    090 11 24.90662(W) AD(       ) 4
 RM0651  NAD 27      -  46 26 30.20000(N)    090 11 24.27700(W) AD(       ) 3
 RM0651
 RM0651.Superseded values are not recommended for survey control.
 RM0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0651.See file dsdata.txt to determine how the superseded data were derived.
 RM0651
 RM0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM1582346959(NAD 83)
 RM0651_MARKER: 52 = STANDPIPE TANK
 RM0651_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0651+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2002
 RM0651
 RM0651  HISTORY     - Date     Condition        Report By
 RM0651  HISTORY     - 1939     FIRST OBSERVED   CGS
 RM0651  HISTORY     - 20021128 GOOD             USPSQD
 RM0651  HISTORY     - 20040312 GOOD             USPSQD
 RM0651
 RM0651                          STATION DESCRIPTION
 RM0651
 RM0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 RM0651'LOCATED BY DISTANCE AND DIRECTION FROM TRIANGULATION STATION
 RM0651'HURLEY.  THIS IS THE STANDPIPE FOR THE TOWN OF HURLEY, LOCATED
 RM0651'ON THE HILL JUST WEST OF THE SOUTH END OF FIFTH AVENUE ABOUT
 RM0651'1 MILE SOUTH OF THE CENTER OF THE TOWN.  IT IS A STEEL TANK
 RM0651'PAINTED ALUMINUM COLOR, ABOUT 50 FEET HIGH AND ABOUT 20 FEET
 RM0651'IN DIAMETER.  THE FINIAL WAS OBSERVED UPON FROM TRIANGULATION
 RM0651'STATION HURLEY AND THE HORIZONTAL DISTANCE WAS MEASURED FROM
 RM0651'THE TOP OF THE 37-FOOT TRIANGULATION TOWER TO THE CENTER OF THE
 RM0651'FINIAL ON THE TOP OF THE STANDPIPE, AS THEY WERE EXACTLY
 RM0651'THE SAME ELEVATION.  THE DISTANCE WAS 128.80 FEET.
 RM0651
 RM0651                          STATION RECOVERY (2002)
 RM0651
 RM0651'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 RM0651'RECOVERED IN GOOD CONDITION.  THERE ARE NOW TWO TANKS AND TWO TOWERS
 RM0651'AT THE LOCATION.  THE HURLEY STANDPIPE IS RUSTY ON THE OUTSIDE.
 RM0651
 RM0651                          STATION RECOVERY (2004)
 RM0651
 RM0651'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0651'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0695 ***********************************************************************
 PN0695  DESIGNATION -  HURON USLS
 PN0695  PID         -  PN0695
 PN0695  STATE/COUNTY-  WI/WINNEBAGO
 PN0695  USGS QUAD   -  OSHKOSH (1992)
 PN0695
 PN0695                         *CURRENT SURVEY CONTROL
 PN0695  ___________________________________________________________________
 PN0695* NAD 83(1986)-  44 02 18.     (N)    088 31 36.     (W)     SCALED    
 PN0695* NAVD 88     -       229.355  (meters)     752.48   (feet)  ADJUSTED  
 PN0695  ___________________________________________________________________
 PN0695  GEOID HEIGHT-         -36.23  (meters)                     GEOID03
 PN0695  DYNAMIC HT  -         229.311 (meters)     752.33  (feet)  COMP
 PN0695  MODELED GRAV-     980,422.8   (mgal)                       NAVD 88
 PN0695
 PN0695  VERT ORDER  -  FIRST     CLASS 0
 PN0695
 PN0695.The horizontal coordinates were scaled from a topographic map and have
 PN0695.an estimated accuracy of +/- 6 seconds.
 PN0695
 PN0695.The orthometric height was determined by differential leveling
 PN0695.and adjusted by the National Geodetic Survey in June 1991..
 PN0695
 PN0695.The geoid height was determined by GEOID03.
 PN0695
 PN0695.The dynamic height is computed by dividing the NAVD 88
 PN0695.geopotential number by the normal gravity value computed on the
 PN0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0695.degrees latitude (g = 980.6199 gals.).
 PN0695
 PN0695.The modeled gravity was interpolated from observed gravity values.
 PN0695
 PN0695;                    North         East    Units  Estimated Accuracy
 PN0695;SPC WI S     -   227,490.      718,090.      MT  (+/- 180 meters Scaled)
 PN0695
 PN0695                          SUPERSEDED SURVEY CONTROL
 PN0695
 PN0695.No superseded survey control is available for this station.
 PN0695
 PN0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP776772(NAD 83)
 PN0695_MARKER: I = METAL ROD
 PN0695_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PN0695_SP_SET: COPPER-CLAD STEEL ROD
 PN0695_PROJECTION: RECESSED 3 CENTIMETERS
 PN0695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0695_ROD/PIPE-DEPTH: 2.44 meters
 PN0695
 PN0695  HISTORY     - Date     Condition        Report By
 PN0695  HISTORY     - 1962     MONUMENTED       USLS
 PN0695  HISTORY     - 1974     GOOD             NOS
 PN0695  HISTORY     - 20040425 MARK NOT FOUND   JCLS
 PN0695
 PN0695                          STATION DESCRIPTION
 PN0695
 PN0695'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0695'IN OSKOSH.
 PN0695'IN OSHKOSH, ON THE NORTHEAST CORNER OF BOWEN AND HURON STREETS, 31 FT.
 PN0695'EAST OF CENTERLINE OF BOWEN STREET, 26 FT. NORTH OF CENTERLINE OF
 PN0695'HURON STREET, 1 FT. NORTH OF THE NORTH EDGE OF THE NORTH WALK ON
 PN0695'HURON STREET, 1 FT. EAST OF THE EAST EDGE OF THE EAST WALK ON BOWEN
 PN0695'STREET, 1/4 FT. BELOW GROUND SURFACE, A 5/8 INCH DIAMETER COPPER
 PN0695'COATED STEEL ROD, 8 FT. LONG.
 PN0695
 PN0695                          STATION RECOVERY (2004)
 PN0695
 PN0695'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 PN0695'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0964 ***********************************************************************
 NJ0964  DESIGNATION -  HURRICANE
 NJ0964  PID         -  NJ0964
 NJ0964  STATE/COUNTY-  WI/GRANT
 NJ0964  USGS QUAD   -  HURRICANE (1978)
 NJ0964
 NJ0964                         *CURRENT SURVEY CONTROL
 NJ0964  ___________________________________________________________________
 NJ0964* NAD 83(1991)-  42 46 12.24690(N)    090 45 21.71528(W)     ADJUSTED  
 NJ0964* NAVD 88     -       299.     (meters)     981.     (feet)  SCALED    
 NJ0964  ___________________________________________________________________
 NJ0964  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 NJ0964  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 NJ0964
 NJ0964  HORZ ORDER  -  THIRD
 NJ0964
 NJ0964.The horizontal coordinates were established by classical geodetic methods
 NJ0964.and adjusted by the National Geodetic Survey in March 1999..
 NJ0964
 NJ0964.The orthometric height was scaled from a topographic map.
 NJ0964
 NJ0964.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0964
 NJ0964.The geoid height was determined by GEOID03.
 NJ0964
 NJ0964;                    North         East     Units Scale Factor Converg.
 NJ0964;SPC WI S     -    85,828.502   538,124.339   MT  0.99999280   -0 31 10.1
 NJ0964;SPC WI S     -   281,589.01  1,765,496.27   sFT  0.99999280   -0 31 10.1
 NJ0964;SPC IA N     - 1,144,719.401 1,724,526.953   MT  0.99994696   +1 51 35.0
 NJ0964;UTM  15      - 4,737,723.715   683,586.383   MT  1.00001466   +1 31 27.2
 NJ0964
 NJ0964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0964!SPC WI S     -   0.99995820  x   0.99999280  =   0.99995100
 NJ0964!SPC IA N     -   0.99995820  x   0.99994696  =   0.99990516
 NJ0964!UTM  15      -   0.99995820  x   1.00001466  =   0.99997286
 NJ0964
 NJ0964:                Primary Azimuth Mark                     Grid Az
 NJ0964:SPC WI S     -  TENNYSON MUNICIPAL STANDPIPE             150 27 50.4
 NJ0964:SPC IA N     -  TENNYSON MUNICIPAL STANDPIPE             148 05 05.3
 NJ0964:UTM  15      -  TENNYSON MUNICIPAL STANDPIPE             148 25 13.1
 NJ0964
 NJ0964|---------------------------------------------------------------------|
 NJ0964| PID    Reference Object                     Distance      Geod. Az  |
 NJ0964|                                                           dddmmss.s |
 NJ0964| NJ0947 TENNYSON MUNICIPAL STANDPIPE        APPROX.10.6 KM 1495640.3 |
 NJ0964| CJ7994 HURRICANE RM 1                        6.749 METERS 18209     |
 NJ0964| CJ7993 HURRICANE AZ MK                                    2770424.5 |
 NJ0964| CJ7995 HURRICANE RM 2                        7.363 METERS 31026     |
 NJ0964|---------------------------------------------------------------------|
 NJ0964
 NJ0964                          SUPERSEDED SURVEY CONTROL
 NJ0964
 NJ0964  NAD 83(1991)-  42 46 12.24200(N)    090 45 21.71179(W) AD(       ) 3
 NJ0964  NAD 83(1986)-  42 46 12.23977(N)    090 45 21.71374(W) AD(       ) 3
 NJ0964  NAD 27      -  42 46 12.27270(N)    090 45 21.25910(W) AD(       ) 3
 NJ0964
 NJ0964.Superseded values are not recommended for survey control.
 NJ0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0964.See file dsdata.txt to determine how the superseded data were derived.
 NJ0964
 NJ0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8358637724(NAD 83)
 NJ0964_MARKER: DS = TRIANGULATION STATION DISK
 NJ0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0964
 NJ0964  HISTORY     - Date     Condition        Report By
 NJ0964  HISTORY     - 1958     MONUMENTED       CGS
 NJ0964  HISTORY     - 19980917 MARK NOT FOUND   USPSQD
 NJ0964
 NJ0964                          STATION DESCRIPTION
 NJ0964
 NJ0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 NJ0964'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF LANCASTER,
 NJ0964'ABOUT 1-1/2 MILES SOUTHEAST OF THE VILLAGE OF HURRICANE,
 NJ0964'IN THE NW 1/4 OF SEC. 5, T-3-N, R-3-W, AND ON LAND OWNED
 NJ0964'BY MR. VIRGIL WIELAND.  IT IS 165 FEET NORTHEAST OF THE
 NJ0964'NORTHEAST CORNER OF A LARGE RED BARN, 128 FEET SOUTHEAST
 NJ0964'OF THE INTERSECTION OF A GRAVELED ROAD THE DRIVEWAY LEADING
 NJ0964'INTO BARNYARD, 37 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED
 NJ0964'ROAD, 16 FEET SOUTH OF A FENCE, 18 FEET SOUTHEAST OF A WHITE
 NJ0964'WITNESS POST AND 2 FEET WEST OF A FENCE.  THE MONUMENT IS
 NJ0964'FLUSH AND THE DISK IS STAMPED HURRICANE 1958.
 NJ0964'
 NJ0964'TO REACH THE STATION FROM SOUTHWEST CORNER OF THE COURTHOUSE
 NJ0964'SQUARE IN LANCASTER, GO WEST ON STATE HIGHWAYS 35 AND 81
 NJ0964'FOR 1.45 MILES TO THE JUNCTION WITH COUNTY ROAD N.  TURN
 NJ0964'LEFT AND GO SOUTHWESTERLY ON COUNTY ROAD N FOR 4.65 MILES
 NJ0964'TO A CROSSROAD IN THE SMALL VILLAGE OF HURRICANE.  TURN
 NJ0964'LEFT AND CONTINUE SOUTHWEST ON COUNTY ROAD N FOR 0.95 MILE
 NJ0964'TO A T-ROAD.  TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR
 NJ0964'0.5 MILE TO A DRIVEWAY ON THE LEFT AND THE AZIMUTH MARK
 NJ0964'AS DESCRIBED.  CONTINUE EAST ON THE GRAVELED ROAD FOR 0.35
 NJ0964'MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 NJ0964'
 NJ0964'REFERENCE MARK 1 IS 60 FEET SOUTH OF THE CENTERLINE OF THE
 NJ0964'GRAVELED ROAD, 42 FEET SOUTHEAST OF A WHITE WITNESS POST
 NJ0964'AND 1 FOOT WEST OF A FENCE.  THE MONUMENT IS FLUSH AND THE
 NJ0964'DISK IS STAMPED HURRICANE NO 1 1958.
 NJ0964'
 NJ0964'REFERENCE MARK 2 IS 21 FEET SOUTH OF THE CENTERLINE OF THE
 NJ0964'GRAVELED ROAD, 1 FOOT SOUTH OF A FENCE AND 1 FOOT SOUTHEAST
 NJ0964'OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE
 NJ0964'DISK IS STAMPED HURRICANE NO 2 1958.
 NJ0964'
 NJ0964'THE AZIMUTH MARK IS 147 FEET NORTH OF THE INTERSECTION OF
 NJ0964'A GRAVELED ROAD AND A DRIVEWAY THAT LEADS TO MR. LOREN HOLZINGERS
 NJ0964'HOUSE, 84 FEET SOUTH OF THE SOUTHWEST CORNER OF A BARN, 9
 NJ0964'FEET WEST OF A FENCE AND 7 FEET EAST OF THE CENTERLINE OF
 NJ0964'THE DRIVEWAY.  THE AZIMUTH MARK IS ON THE PROPERTY OF MR.
 NJ0964'LOREN HOLZINGER.  THE MONUMENT IS FLUSH AND THE DISK IS
 NJ0964'STAMPED HURRICANE 1958.
 NJ0964'
 NJ0964'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NJ0964
 NJ0964                          STATION RECOVERY (1998)
 NJ0964
 NJ0964'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0964'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5308 ***********************************************************************
 DH5308  DESIGNATION -  HURRICANE GPS
 DH5308  PID         -  DH5308
 DH5308  STATE/COUNTY-  WI/GRANT
 DH5308  USGS QUAD   -  LANCASTER (1962)
 DH5308
 DH5308                         *CURRENT SURVEY CONTROL
 DH5308  ___________________________________________________________________
 DH5308* NAD 83(1997)-  42 45 28.94452(N)    090 44 23.32979(W)     ADJUSTED  
 DH5308* NAVD 88     -                                                        
 DH5308  ___________________________________________________________________
 DH5308  X           -     -60,561.760 (meters)                     COMP
 DH5308  Y           -  -4,690,018.290 (meters)                     COMP
 DH5308  Z           -   4,307,958.083 (meters)                     COMP
 DH5308  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 DH5308  ELLIP HEIGHT-         225.85  (meters)          (08/01/05) GPS OBS
 DH5308  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 DH5308
 DH5308  HORZ ORDER  -  FIRST
 DH5308  ELLP ORDER  -  SECOND    CLASS I
 DH5308
 DH5308.The horizontal coordinates were established by GPS observations
 DH5308.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5308
 DH5308
 DH5308.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5308
 DH5308.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5308
 DH5308.The ellipsoidal height was determined by GPS observations
 DH5308.and is referenced to NAD 83.
 DH5308
 DH5308.The geoid height was determined by GEOID03.
 DH5308
 DH5308;                    North         East     Units Scale Factor Converg.
 DH5308;SPC WI S     -    84,480.441   539,439.789   MT  0.99999511   -0 30 30.0
 DH5308;SPC WI S     -   277,166.25  1,769,812.04   sFT  0.99999511   -0 30 30.0
 DH5308;UTM  15      - 4,736,423.386   684,949.097   MT  1.00002084   +1 32 05.6
 DH5308
 DH5308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5308!SPC WI S     -   0.99996458  x   0.99999511  =   0.99995969
 DH5308!UTM  15      -   0.99996458  x   1.00002084  =   0.99998542
 DH5308
 DH5308                          SUPERSEDED SURVEY CONTROL
 DH5308
 DH5308.No superseded survey control is available for this station.
 DH5308
 DH5308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8494936423(NAD 83)
 DH5308_MARKER: DD = SURVEY DISK
 DH5308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5308_STAMPING: HURRICANE GPS 2004
 DH5308_MARK LOGO: WIDT  
 DH5308_PROJECTION: FLUSH
 DH5308_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5308+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5308
 DH5308  HISTORY     - Date     Condition        Report By
 DH5308  HISTORY     - 2003     MONUMENTED       WIDT
 DH5308
 DH5308                          STATION DESCRIPTION
 DH5308
 DH5308'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5308'OWNERSHIP--TOWN OF POTOSI.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5308'COUNTY HIGHWAY  N NORTH WITH COUNTY HIGHWAY U AND COUNTY HIGHWAY N
 DH5308'SOUTH ABOUT 8 MI SOUTHWEST OF  THE CITY OF LANCASTER, GO NORTH ON
 DH5308'COUNTY HIGHWAY N FOR 0.7 MI TO CAMELBACK ROAD ON  THE RIGHT, TURN
 DH5308'RIGHT AND GO EAST ON CAMELBACK ROAD FOR 2.7 MI TO BOICE CREEK ROAD,
 DH5308'TURN RIGHT AND GO SOUTH ON BOICE CREEK ROAD FOR 0.05 MI TO THE STATION
 DH5308'ON THE LEFT.  THE  STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH5308'TRANSPORTATION GEODETIC SURVEY CONTROL  STATION DISK SET IN THE TOP OF
 DH5308'A 41-CM DIAMETER CONCRETE POST ABOUT 1 M ABOVE THE ROAD  PAVEMENT.
 DH5308'THE STATION IS 8.3 M NORTHEAST OF THE CENTERLINE OF BOICE CREEK ROAD,
 DH5308'0.4 MI  NORTH OF ROESCH LN, 87 M NORTHWEST OF A METAL POST FOR A
 DH5308'--CATTLE CROSSING-- SIGN, 3 M  SOUTHWEST OF A BARBED WIRE FENCE, 1.0 M
 DH5308'SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS  POST, 1.0 M SOUTHEAST OF
 DH5308'AN ORANGE 4X4 PLASTIC WITNESS POST AND 1.0 M NORTHWEST OF AN  ORANGE
 DH5308'4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH5308'OBSTRUCTIONS  EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0324 ***********************************************************************
 NG0324  DESIGNATION -  HUSHER
 NG0324  PID         -  NG0324
 NG0324  STATE/COUNTY-  WI/RACINE
 NG0324  USGS QUAD   -  FRANKSVILLE (1994)
 NG0324
 NG0324                         *CURRENT SURVEY CONTROL
 NG0324  ___________________________________________________________________
 NG0324* NAD 83(1991)-  42 48 52.03632(N)    087 53 52.68602(W)     ADJUSTED  
 NG0324* NAVD 88     -       228.540  (meters)     749.80   (feet)  ADJUSTED  
 NG0324  ___________________________________________________________________
 NG0324  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 NG0324  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 NG0324  DYNAMIC HT  -         228.476 (meters)     749.59  (feet)  COMP
 NG0324  MODELED GRAV-     980,333.8   (mgal)                       NAVD 88
 NG0324
 NG0324  HORZ ORDER  -  THIRD
 NG0324  VERT ORDER  -  FIRST     CLASS 0
 NG0324
 NG0324.The horizontal coordinates were established by classical geodetic methods
 NG0324.and adjusted by the National Geodetic Survey in November 1991..
 NG0324
 NG0324.The orthometric height was determined by differential leveling
 NG0324.and adjusted by the National Geodetic Survey in June 1991..
 NG0324
 NG0324.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0324
 NG0324.The geoid height was determined by GEOID03.
 NG0324
 NG0324.The dynamic height is computed by dividing the NAVD 88
 NG0324.geopotential number by the normal gravity value computed on the
 NG0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0324.degrees latitude (g = 980.6199 gals.).
 NG0324
 NG0324.The modeled gravity was interpolated from observed gravity values.
 NG0324
 NG0324;                    North         East     Units Scale Factor Converg.
 NG0324;SPC WI S     -    92,645.413   771,895.689   MT  0.99998463   +1 26 39.5
 NG0324;SPC WI S     -   303,954.16  2,532,461.11   sFT  0.99998463   +1 26 39.5
 NG0324;UTM  16      - 4,740,601.611   426,587.999   MT  0.99966630   -0 36 37.1
 NG0324
 NG0324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0324!SPC WI S     -   0.99996962  x   0.99998463  =   0.99995425
 NG0324!UTM  16      -   0.99996962  x   0.99966630  =   0.99963593
 NG0324
 NG0324|---------------------------------------------------------------------|
 NG0324| PID    Reference Object                     Distance      Geod. Az  |
 NG0324|                                                           dddmmss.s |
 NG0324| NG0323 HUSHER RM 1                          26.957 METERS 10531     |
 NG0324| NG0678 CARROLVILLE S BASE                  APPROX. 4.2 KM 1174110.6 |
 NG0324| CJ7996 HUSHER AZ MK                                       1440055.8 |
 NG0324| NG0325 HUSHER RM 2                          24.683 METERS 33646     |
 NG0324|---------------------------------------------------------------------|
 NG0324
 NG0324                          SUPERSEDED SURVEY CONTROL
 NG0324
 NG0324  NAD 83(1986)-  42 48 52.02371(N)    087 53 52.70176(W) AD(       ) 3
 NG0324  NAD 27      -  42 48 51.95700(N)    087 53 52.41400(W) AD(       ) 3
 NG0324
 NG0324.Superseded values are not recommended for survey control.
 NG0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0324.See file dsdata.txt to determine how the superseded data were derived.
 NG0324
 NG0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2658840602(NAD 83)
 NG0324_MARKER: DS = TRIANGULATION STATION DISK
 NG0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NG0324_STAMPING: HUSHER 1953
 NG0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0324+STABILITY: SURFACE MOTION
 NG0324
 NG0324  HISTORY     - Date     Condition        Report By
 NG0324  HISTORY     - 1953     MONUMENTED       CGS
 NG0324  HISTORY     - 1971     GOOD             NGS
 NG0324  HISTORY     - 1971     GOOD             LOCENG
 NG0324  HISTORY     - 1972     GOOD             NGS
 NG0324  HISTORY     - 1972     GOOD             NGS
 NG0324  HISTORY     - 1974     SEE DESCRIPTION  WI-101
 NG0324  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 NG0324
 NG0324                          STATION DESCRIPTION
 NG0324
 NG0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 NG0324'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF RACINE, ABOUT 5
 NG0324'MILES SOUTH OF CARROLVILLE,
 NG0324'AND ABOUT 1.5 MILES NORTHEAST OF CALEDONIA.  IT IS IN THE COMMUNITY
 NG0324'OF HUSHER, ON THE HUSHER SCHOOL,
 NG0324'DISTRICT NO. 3, GROUNDS.  IT IS 76 FEET NORTH OF STATE
 NG0324'HIGHWAY 38. 49 FEET SOUTHWEST OF THE SOUTHEAST
 NG0324'CORNER OF THE SCHOOL BUILDING AND 38
 NG0324'FEET SOUTH OF THE SOUTHWEST CORNER OF THE SCHOOL BUILDING.  THE
 NG0324'MARK IS FLUSH AND THE DISK STAMPED
 NG0324'HUSHER 1953.
 NG0324'
 NG0324'REFERENCE MARK NO. 1 IS 54 FEET NORTH OF THE CENTER OF HIGHWAY 38, 20
 NG0324'FEET EAST OF A GRAVEL
 NG0324'ENTRANCE DRIVE, AND 1 FOOT EAST OF A FENCE LINE.  THE MARK IS FLUSH
 NG0324'AND THE DISK STAMPED HUSHER NO 1
 NG0324'1953.
 NG0324'
 NG0324'REFERENCE MARK NO. 2 IS 45 FEET SOUTHWEST OF THE NORTHWEST CORNER OF
 NG0324'THE SCHOOL BUILDING, 30 FEET
 NG0324'NORTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL BUILDING AND 41
 NG0324'FEET SOUTH OF A FENCE LINE.  THE
 NG0324'MARK IS FLUSH AND THE DISK STAMPED HUSHER NO 2 1953.
 NG0324'
 NG0324'AZIMUTH MARK IS 30 FEET EAST OF A PAVED ROAD, 2 FEET NORTH OF A WHITE
 NG0324'WITNESS POST AND 1 FOOT WEST OF
 NG0324'A FENCE LINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 NG0324'STAMPED HUSHER 1953.
 NG0324'
 NG0324'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON STATE HIGHWAY
 NG0324'38 FOR 0.2 MILE TO A
 NG0324'CROSSROAD, TURN RIGHT AND GO SOUTH FOR 0.2 MILE TO THE AZIMUTH MARK
 NG0324'ON THE LEFT AS DESCRIBED.
 NG0324'
 NG0324'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 NG0324
 NG0324                          STATION RECOVERY (1971)
 NG0324
 NG0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 NG0324'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 NG0324'THE AZIMUTH MARK
 NG0324'WAS FOUND WITH THE HELP OF A LOCAL RESIDENT WHO SAID
 NG0324'THAT THE MARK WAS UPROOTED BY
 NG0324'GRADING A FEW YEARS AGO.  THE DISK WAS SALVAGED
 NG0324'FROM THE MONUMENT.  THE STATION WAS OCCUPIED FOR
 NG0324'A NEW DESCRIPTION.
 NG0324'THERE WAS NO VISIBLE OBJECT FROM WHICH TO SET A NEW AZIMUTH MARK
 NG0324'FROM.  THE DISTANCE
 NG0324'TO REFERENCE MARK 2 CHECKED BUT DISTANCE TO REFERENCE MARK
 NG0324'1 WAS FOUND TO BE SHORTER BY
 NG0324'.04 OF A FOOT.  THE DIRECTION BETWEEN THE
 NG0324'MARKS FAILED TO CHECK BY 2 MINUTES AND 57
 NG0324'SECONDS.  A NEW DESCRIPTION
 NG0324'FOLLOWS-
 NG0324'
 NG0324'THE STATION IS LOCATED AT THE WEST EDGE OF THE SMALL TOWN OF
 NG0324'HUSHER, ABOUT 6
 NG0324'MILES NORTHWEST OF RACINE, ABOUT 5 MILES SOUTH OF CARROLVILLE,
 NG0324'ON THE GROUNDS OF WHAT USED TO BE
 NG0324'THE HUSHER SCHOOL BUT NOW THE
 NG0324'PROPERTY OF MR. KARL SCHNABEL, 76 FEET NORTH OF THE
 NG0324'CENTERLINE OF STATE
 NG0324'HIGHWAY 38, 49 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF BRICK
 NG0324'BUILDING, 38 FEET
 NG0324'SOUTH OF THE SOUTHWEST CORNER OF THE BUILDING, 12 FEET SOUTH OF
 NG0324'A FLAG POLE AND 6 FEET
 NG0324'NORTH OF A LIGHT POLE.  THE MONUMENT IS FLUSH AND
 NG0324'THE DISK IS STAMPED HUSHER 1953.
 NG0324'
 NG0324'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 38 AND
 NG0324'NICHOLSON ROAD AT
 NG0324'HUSHER, GO WEST ON THE HIGHWAY 0.2 MILE TO THE STATION
 NG0324'ON THE RIGHT.
 NG0324'
 NG0324'REFERENCE MARK 1 IS 54 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 NG0324'20 FEET EAST OF
 NG0324'THE CENTERLINE OF EAST DRIVEWAY AND 5 FEET NORTH
 NG0324'OF A FENCE.  THE MONUMENT IS FLUSH
 NG0324'AND THE DISK IS STAMPED HUSHER NO 1
 NG0324'1953.
 NG0324'
 NG0324'REFERENCE MARK 2 IS 45 FEET SOUTHWEST OF THE NORTHWEST CORNER OF
 NG0324'THE BUILDING AND
 NG0324'30 FEET NORTHWEST OF THE SOUTHWEST CORCNER OF THE BUILDING.
 NG0324'THE MONUMENT IS FLUSH AND THE DISK
 NG0324'IS STAMPED HUSHER NO 2 1953.
 NG0324'
 NG0324'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - AT HUSHER
 NG0324'
 NG0324'HEIGHT OF LIGHT ABOVE STATION MARK - 5 FEET.
 NG0324
 NG0324                          STATION RECOVERY (1971)
 NG0324
 NG0324'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (MVD)
 NG0324'RECOVERED BY NIELSEN-MADSEN ENGINEERS
 NG0324'
 NG0324'MARKS RECOVERED IN VERY GOOD CONDITION.
 NG0324'
 NG0324'AZIMUTH MARK DESTROYED.
 NG0324
 NG0324                          STATION RECOVERY (1972)
 NG0324
 NG0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RRG)
 NG0324'THE STATION, RM 1 AND 2 WERE RECOVERED AND IN GOOD CONDITION.  THE
 NG0324'DESCRIPTION BY LF SMITH IN 1971 IS
 NG0324'ADEQUATE FOR RECOVERY.
 NG0324'
 NG0324'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - AT THE SMALL
 NG0324'VILLAGE OF HUSHER
 NG0324
 NG0324                          STATION RECOVERY (1972)
 NG0324
 NG0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 NG0324'5.8 MI SE FROM OAK CREEK.
 NG0324'ABOUT 5.75 MILES SOUTHEAST ALONG STATE HIGHWAY 38 FROM THE POST
 NG0324'OFFICE AT OAK CREEK, AT THE SMALL VILLAGE OF HUSHER, ON THE LAWN
 NG0324'OF THE ABANDONED HUSHER SCHOOL, 76 FEET NORTH OF THE CENTER LINE
 NG0324'OF THE HIGHWAY, 38.4 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER
 NG0324'OF THE SCHOOL, 12 1/2 FEET SOUTH OF A FLAGPOLE, 6 1/2 FEET NORTH
 NG0324'OF A POLE SUPPORTING A LIGHT, 3 FEET ABOVE THE LEVEL OF THE
 NG0324'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 NG0324'LEVEL OF THE GROUND.  SEC 9, T4N, R22E.
 NG0324
 NG0324                          STATION RECOVERY (1974)
 NG0324
 NG0324'RECOVERY NOTE BY RACINE COUNTY WISCONSIN 1974 (GE)
 NG0324'HUSHER NO. 2 1953 RECOVERED IN O.K. CONDITION.
 NG0324'HUSHER 1953
 NG0324'DESTROYED.
 NG0324'HUSHER NO. 1 1953 DESTROYED.
 NG0324'
 NG0324'ATHOROUGH SEARCH PLUS EXCAVATION FOR UNDERGROUND MARK.
 NG0324'PROPERTY OWNER HAS
 NG0324'DISK.
 NG0324'
 NG0324'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 6 MI. N.W. OF
 NG0324'RACINE.
 NG0324
 NG0324                          STATION RECOVERY (1990)
 NG0324
 NG0324'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCB)
 NG0324'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0323 ***********************************************************************
 NG0323  DESIGNATION -  HUSHER RM 1
 NG0323  PID         -  NG0323
 NG0323  STATE/COUNTY-  WI/RACINE
 NG0323  USGS QUAD   -  FRANKSVILLE (1994)
 NG0323
 NG0323                         *CURRENT SURVEY CONTROL
 NG0323  ___________________________________________________________________
 NG0323* NAD 83(1986)-  42 48 51.     (N)    087 53 52.     (W)     SCALED    
 NG0323* NAVD 88     -       227.146  (meters)     745.23   (feet)  ADJUSTED  
 NG0323  ___________________________________________________________________
 NG0323  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 NG0323  DYNAMIC HT  -         227.082 (meters)     745.02  (feet)  COMP
 NG0323  MODELED GRAV-     980,333.8   (mgal)                       NAVD 88
 NG0323
 NG0323  VERT ORDER  -  FIRST     CLASS 0
 NG0323
 NG0323.The horizontal coordinates were scaled from a topographic map and have
 NG0323.an estimated accuracy of +/- 6 seconds.
 NG0323
 NG0323.The orthometric height was determined by differential leveling
 NG0323.and adjusted by the National Geodetic Survey in June 1991..
 NG0323
 NG0323.The geoid height was determined by GEOID03.
 NG0323
 NG0323.The dynamic height is computed by dividing the NAVD 88
 NG0323.geopotential number by the normal gravity value computed on the
 NG0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0323.degrees latitude (g = 980.6199 gals.).
 NG0323
 NG0323.The modeled gravity was interpolated from observed gravity values.
 NG0323
 NG0323;                    North         East    Units  Estimated Accuracy
 NG0323;SPC WI S     -    92,610.      771,910.      MT  (+/- 180 meters Scaled)
 NG0323
 NG0323                          SUPERSEDED SURVEY CONTROL
 NG0323
 NG0323.No superseded survey control is available for this station.
 NG0323
 NG0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN266405(NAD 83)
 NG0323_MARKER: DR = REFERENCE MARK DISK
 NG0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NG0323_STAMPING: HUSHER NO 1 1953
 NG0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0323+STABILITY: SURFACE MOTION
 NG0323
 NG0323  HISTORY     - Date     Condition        Report By
 NG0323  HISTORY     - 1953     MONUMENTED       CGS
 NG0323  HISTORY     - 1972     GOOD             NGS
 NG0323  HISTORY     - 20060701 MARK NOT FOUND   USPSQD
 NG0323
 NG0323                          STATION DESCRIPTION
 NG0323
 NG0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 NG0323'5.8 MI SE FROM OAK CREEK.
 NG0323'ABOUT 5.75 MILES SOUTHEAST ALONG STATE HIGHWAY 38 FROM THE POST
 NG0323'OFFICE AT OAK CREEK, AT THE SMALL VILLAGE OF HUSHER, 88.5 FEET
 NG0323'EAST OF THE STATION MARK DESCRIBED, 90 FEET SOUTHEAST OF THE
 NG0323'SOUTHEAST CORNER OF THE OLD HUSHER SCHOOL BUILDING, 53.6 FEET
 NG0323'NORTH OF THE CENTER LINE OF THE HIGHWAY, 19 1/2 FEET EAST OF THE
 NG0323'CENTER LINE OF A DRIVEWAY, 5 1/2 FEET NORTH OF A CHAIN LINK
 NG0323'FENCE, 4 FEET BELOW THE STATION MARK, SET IN THE TOP OF A CONCRETE
 NG0323'POST FLUSH WITH THE GROUND.  SEC 9, T4N, R22E.
 NG0323
 NG0323                          STATION RECOVERY (2006)
 NG0323
 NG0323'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRB)
 NG0323'THE STATION WAS NOT FOUND.  PROPERTY OWNER STATED THAT STATION WAS
 NG0323'REMOVED WHEN THE PROPERTY WAS RE-LANDSCAPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0325 ***********************************************************************
 NG0325  DESIGNATION -  HUSHER RM 2
 NG0325  PID         -  NG0325
 NG0325  STATE/COUNTY-  WI/RACINE
 NG0325  USGS QUAD   -  FRANKSVILLE (1994)
 NG0325
 NG0325                         *CURRENT SURVEY CONTROL
 NG0325  ___________________________________________________________________
 NG0325* NAD 83(1986)-  42 48 51.     (N)    087 53 52.     (W)     SCALED    
 NG0325* NAVD 88     -       229.032  (meters)     751.42   (feet)  ADJUSTED  
 NG0325  ___________________________________________________________________
 NG0325  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 NG0325  DYNAMIC HT  -         228.968 (meters)     751.21  (feet)  COMP
 NG0325  MODELED GRAV-     980,333.8   (mgal)                       NAVD 88
 NG0325
 NG0325  VERT ORDER  -  FIRST     CLASS 0
 NG0325
 NG0325.The horizontal coordinates were scaled from a topographic map and have
 NG0325.an estimated accuracy of +/- 6 seconds.
 NG0325
 NG0325.The orthometric height was determined by differential leveling
 NG0325.and adjusted by the National Geodetic Survey in June 1991..
 NG0325
 NG0325.The geoid height was determined by GEOID03.
 NG0325
 NG0325.The dynamic height is computed by dividing the NAVD 88
 NG0325.geopotential number by the normal gravity value computed on the
 NG0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0325.degrees latitude (g = 980.6199 gals.).
 NG0325
 NG0325.The modeled gravity was interpolated from observed gravity values.
 NG0325
 NG0325;                    North         East    Units  Estimated Accuracy
 NG0325;SPC WI S     -    92,610.      771,910.      MT  (+/- 180 meters Scaled)
 NG0325
 NG0325                          SUPERSEDED SURVEY CONTROL
 NG0325
 NG0325.No superseded survey control is available for this station.
 NG0325
 NG0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN266405(NAD 83)
 NG0325_MARKER: DR = REFERENCE MARK DISK
 NG0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NG0325_STAMPING: HUSHER NO 2 1953
 NG0325_MARK LOGO: CGS   
 NG0325_PROJECTION: FLUSH
 NG0325_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NG0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0325+STABILITY: SURFACE MOTION
 NG0325_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NG0325+SATELLITE: SATELLITE OBSERVATIONS - 2001
 NG0325
 NG0325  HISTORY     - Date     Condition        Report By
 NG0325  HISTORY     - 1953     MONUMENTED       CGS
 NG0325  HISTORY     - 1972     GOOD             NGS
 NG0325  HISTORY     - 2001     GOOD             WIDT
 NG0325
 NG0325                          STATION DESCRIPTION
 NG0325
 NG0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 NG0325'5.8 MI SE FROM OAK CREEK.
 NG0325'ABOUT 5.75 MILES SOUTHEAST ALONG STATE HIGHWAY 38 FROM THE POST
 NG0325'OFFICE AT OAK CREEK, AT THE SMALL VILLAGE OF HUSHER, 81.0 FEET
 NG0325'NORTHWEST OF THE STATION MARK, 29.8 FEET SOUTHWEST OF THE
 NG0325'NORTHWEST CORNER OF THE OLD ABANDONED HUSHER SCHOOL, 3.4 FEET
 NG0325'WEST OF A 4 INCH METAL PIPE IN A ROUND MASS OF CONCRETE, 2 FEET
 NG0325'BELOW THE LEVEL OF THE STATION MARK AND SET IN THE TO POF A
 NG0325'CONCRETE POST FLUSH WITH THE LEVEL OF THE GROUND.  SEC 9, T22E,
 NG0325'R4N.
 NG0325
 NG0325                          STATION RECOVERY (2001)
 NG0325
 NG0325'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 NG0325'THE STATION IS LOCATED ABOUT 14 KM SOUTHEAST OF FRANKLIN, 13 KM
 NG0325'NORTHWEST OF RACINE, AND 6 KM NORTH-NORTHEAST OF FRANKSVILLE.
 NG0325'OWNERSHIP--THE INVITATION CENTER 9220 HIGHWAY 38 CALEDONIA WI 53108.
 NG0325'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 38 (HOWELL
 NG0325'ROAD) WITH STATE HIGHWAY 100 (RYAN ROAD) IN THE CITY OF OAK CREEK, GO
 NG0325'SOUTH ON STATE HIGHWAY 38 (HOWELL ROAD) FOR 7.7 KM TO THE WESTERN
 NG0325'MOST DRIVEWAY TO THE INVITATION CENTER BUILDING ON THE LEFT, TURN
 NG0325'LEFT AND GO 50 M NORTHEAST TO THE REAR OF A GREEN TWO STORY METAL
 NG0325'BUILDING AND THE STATION ON THE RIGHT.    THE STATION IS A BRONZE US
 NG0325'COAST AND GEODETIC SURVEY REFERENCE MARK DISK SET IN THE TOP OF A
 NG0325'25-CM SQUARE CONCRETE POST AND ABOUT LEVEL WITH THE DRIVEWAY
 NG0325'PAVEMENT.  THE STATION IS 4.7 M SOUTHEAST OF THE CENTER OF THE
 NG0325'WESTERN MOST DRIVEWAY, 13.8 M NORTHWEST OF THE SOUTHWEST CORNER OF
 NG0325'THE BUILDING, 9.1 M SOUTHWEST OF THE NORTHWEST CORNER OF THE
 NG0325'BUILDING, AND 1.0 M WEST-SOUTHWEST OF THE CENTER OF A 11-CM DIAMETER
 NG0325'PIPE SURROUNDED BY CONCRETE.  ---NOTE---THIS STATION IS NOT SUITABLE
 NG0325'FOR GPS OBSERVATIONS DUE TO A METAL BUILDING TO THE EAST AND A TREE
 NG0325'LINE DIRECTLY TO THE SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0837 ***********************************************************************
 OM0837  DESIGNATION -  HUSTISFORD
 OM0837  PID         -  OM0837
 OM0837  STATE/COUNTY-  WI/DODGE
 OM0837  USGS QUAD   -  HUSTISFORD (1980)
 OM0837
 OM0837                         *CURRENT SURVEY CONTROL
 OM0837  ___________________________________________________________________
 OM0837* NAD 83(1991)-  43 20 31.28467(N)    088 36 10.94331(W)     ADJUSTED  
 OM0837* NAVD 88     -       287.     (meters)     942.     (feet)  SCALED    
 OM0837  ___________________________________________________________________
 OM0837  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 OM0837  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 OM0837
 OM0837  HORZ ORDER  -  SECOND
 OM0837
 OM0837.The horizontal coordinates were established by classical geodetic methods
 OM0837.and adjusted by the National Geodetic Survey in November 1991..
 OM0837
 OM0837.The orthometric height was scaled from a topographic map.
 OM0837
 OM0837.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0837
 OM0837.The geoid height was determined by GEOID03.
 OM0837
 OM0837;                    North         East     Units Scale Factor Converg.
 OM0837;SPC WI S     -   150,034.536   713,262.760   MT  0.99993308   +0 57 35.5
 OM0837;SPC WI S     -   492,238.31  2,340,096.24   sFT  0.99993308   +0 57 35.5
 OM0837;UTM  16      - 4,800,044.804   370,064.919   MT  0.99980768   -1 06 01.5
 OM0837
 OM0837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0837!SPC WI S     -   0.99996046  x   0.99993308  =   0.99989354
 OM0837!UTM  16      -   0.99996046  x   0.99980768  =   0.99976815
 OM0837
 OM0837|---------------------------------------------------------------------|
 OM0837| PID    Reference Object                     Distance      Geod. Az  |
 OM0837|                                                           dddmmss.s |
 OM0837| AJ5096 HUSTISFORD RM 1                      16.404 METERS 03200     |
 OM0837| OM0836 HUSTISFORD MUNICIPAL STANDPIPE        8.003 METERS 15404     |
 OM0837| AJ5097 HUSTISFORD RM 2                      15.078 METERS 17544     |
 OM0837| OM0875 EMMET TOWNSHIP MICROWAVE TOWER      APPROX.12.3 KM 2041733.9 |
 OM0837| AJ5095 HUSTISFORD AZ MK                                   2721959.8 |
 OM0837|---------------------------------------------------------------------|
 OM0837
 OM0837                          SUPERSEDED SURVEY CONTROL
 OM0837
 OM0837  NAD 83(1986)-  43 20 31.27656(N)    088 36 10.94997(W) AD(       ) 2
 OM0837  NAD 27      -  43 20 31.28890(N)    088 36 10.58810(W) AD(       ) 2
 OM0837
 OM0837.Superseded values are not recommended for survey control.
 OM0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0837.See file dsdata.txt to determine how the superseded data were derived.
 OM0837
 OM0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7006500045(NAD 83)
 OM0837_MARKER: DS = TRIANGULATION STATION DISK
 OM0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0837_STAMPING: HUSTISFORD 1958
 OM0837_MARK LOGO: CGS   
 OM0837_PROJECTION: PROJECTING 3 CENTIMETERS
 OM0837_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0837+STABILITY: SURFACE MOTION
 OM0837
 OM0837  HISTORY     - Date     Condition        Report By
 OM0837  HISTORY     - 1958     MONUMENTED       CGS
 OM0837  HISTORY     - 1973     SEE DESCRIPTION  WIDT
 OM0837  HISTORY     - 19820506 GOOD             NGS
 OM0837  HISTORY     - 20030816 GOOD             USPSQD
 OM0837
 OM0837                          STATION DESCRIPTION
 OM0837
 OM0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM0837'THE STATION IS LOCATED IN THE SOUTHWEST PART OF HUSTISFORD,
 OM0837'NEAR THE MUNICIPAL STANDPIPE AND ON PROPERTY OWNED BY THE
 OM0837'CITY.  IT IS 50 FEET NORTH OF A WIRE FENCE, 43 FEET NORTH
 OM0837'OF THE NORTH ONE OF TWO POWERLINE POLES, 19.2 FEET NORTH-NORTHWEST
 OM0837'OF THE NORTH-NORTHWEST SIDE OF THE STANDPIPE AND 9 FEET
 OM0837'WEST OF A WHITE WITNESS POST.  THE MONUMENT PROJECTS 1 INCH
 OM0837'AND THE DISK IS STAMPED HUSTISFORD 1958.
 OM0837'
 OM0837'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 OM0837'60 AND 109, WHERE HIGHWAY 60 COMES IN FROM THE WEST, GO SOUTH ON
 OM0837'HIGHWAY 109 FOR 0.15 MILE TO A CROSS STREET.  TURN RIGHT
 OM0837'AND GO WEST ON HAASE STREET FOR 0.1 MILE TO A DIM TRACK
 OM0837'ROAD LEFT.  *TURN LEFT AND GO SOUTHWEST ON THE DIM TRACK
 OM0837'ROAD FOR 0.15 MILE TO THE TOP OF THE HILL AND THE STATION
 OM0837'AS DESCRIBED.
 OM0837'
 OM0837'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO NORTH FOR
 OM0837'0.1 MILE TO A CROSS STREET.  TURN LEFT AND GO WEST ON GRIFFITH
 OM0837'STREET FOR 0.15 MILE TO A T-INTERSECTION.  TURN LEFT AND
 OM0837'GO SOUTH ON A PAVED ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON
 OM0837'THE RIGHT.
 OM0837'
 OM0837'REFERENCE MARK 1 IS ON THE NORTH SLOPE OF THE HILL AND ABOUT
 OM0837'4 FEET LOWER IN ELEVATION THAN THE STATION.  IT IS 65 FEET
 OM0837'NORTH OF THE NORTH SIDE OF THE STANDPIPE, 51 FEET NORTHEAST
 OM0837'OF A WHITE WITNESS POST AND 16 FEET EAST OF THE CENTERLINE
 OM0837'OF A GRAVELED ROAD.  THE MONUMENT PROJECTS 2 INCHES AND
 OM0837'THE DISK IS STAMPED HUSTISFORD NO 1 1958.
 OM0837'
 OM0837'REFERENCE MARK 2 IS 20 FEET SOUTH-SOUTHWEST OF THE SOUTH-SOUTHWEST
 OM0837'SIDE OF THE STANDPIPE, 3.5 FEET EAST OF THE SOUTH ONE OF TWO
 OM0837'POWERLINE POLES AND 1 FOOT NORTH OF A WIRE FENCE.  THE MONUMENT
 OM0837'IS FLUSH AND THE DISK IS STAMPED HUSTISFORD NO 2 1958.
 OM0837'
 OM0837'THE AZIMUTH MARK IS 51 FEET NORTHWEST OF THE INTERSECTION
 OM0837'OF THE PAVED ROAD AND A LANE LEADING EAST, 42 FEET NORTH OF
 OM0837'A POWERLINE POLE, 23 FEET WEST OF THE CENTERLINE OF THE PAVED
 OM0837'ROAD, 2 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT EAST
 OM0837'OF A WIRE FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE
 OM0837'DISK IS STAMPED HUSTISFORD 1958.
 OM0837'
 OM0837'NOTE--THERE IS A ROAD UP THE NORTH SIDE OF THE HILL BUT
 OM0837'THERE WAS A CULVERT CUT AT THIS TIME AND THE STATION COULD
 OM0837'NOT BE REACHED THIS WAY.
 OM0837'
 OM0837'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OM0837
 OM0837                          STATION RECOVERY (1973)
 OM0837
 OM0837'RECOVERY NOTE BY WI DEPT OF TRANSP 1973
 OM0837'HUSTISFORD - 1958-GOOD - SET STEEL STD W/PLATE 5 DEG E. 4 MON
 OM0837'
 OM0837'R.M. 1 AND 2-GOOD SHAPE
 OM0837
 OM0837                          STATION RECOVERY (1982)
 OM0837
 OM0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 OM0837'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED.
 OM0837'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.  IT APPEARS THAT
 OM0837'WHEN THE NEW ROAD AND A DRAINAGE DITCH WERE PUT IN THE MARK WAS
 OM0837'DESTROYED.  THE DISTANCES TO REFERENCE MARKS 1 AND 2 COMPARED TO THE
 OM0837'OLD DATA.  NO ANGLES WERE TURNS AT THIS TIME.  A NEW AND COMPLETE
 OM0837'DESCRIPTION FOLLOWS.  THE STATION IS LOCATED IN THE SOUTHEAST PART OF
 OM0837'HUSTISFORD, NEAR THE MUNICIPAL STANDPIPE AND ON PROPERTY OWNED BY THE
 OM0837'CITY.  TO REACH THE POST OFFICE IN HUSTISFORD, WISCONSIN 53034, GO
 OM0837'WEST ON EAST GRIFFITH ST FOR 0.15 MI (0.24 KM) TO A SIDEROAD LEFT, A
 OM0837'SMALL BLOCK BUILDING AND A GATE.  TURN LEFT AND PASS THROUGH GATE
 OM0837'GOING SOUTH ON GRAVEL ROAD FOR 0.25 MI (0.40 KM) TO TOP OF HILL AND
 OM0837'THE STATION AS DESCRIBED BY A WATER TANK.
 OM0837' 
 OM0837'THE STATION IS A STANDARD CGS DISK STAMPED--HUSTISFORD 1958--, SET
 OM0837'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30 CM ON
 OM0837'SIDE, PROJECTING 1 INCH OR 3 CM ABOVE THE GROUND.  LOCATED 44.0 FT
 OM0837'(13.4 M) N FROM THE NORTH ONE OF TWO UTILITY POLE AND ONE WITH
 OM0837'TRANSFORMER ATOP, 19.0 FT (5.8 M) NNW FROM THE NORTH SIDE OF
 OM0837'STANDPIPE, 5.8 FT (1.8 M) W FROM A METAL WITNESS POST, AND 4.0 FT
 OM0837'(1.2 M) E FROM THE APPROXIMATE CENTER OF GRAVEL ROAD.
 OM0837' 
 OM0837'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--HUSTISFORD NO 1
 OM0837'1958--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30
 OM0837'CM ON SIDE, PROJECTING 2 INCHES OR 6 CM ABOVE THE GROUND.  LOCATED
 OM0837'65.0 FT (19.8 M) N FROM THE NORTH SIDE OF THE STANDPIPE, 62.0 FT
 OM0837'(18.9 M) WNW FROM A 8-INCH APPLE TREE, 27.0 FT (8.2 M) E FROM THE
 OM0837'APPROXIMATE CENTER OF THE GRAVEL ROAD, AND 4 FT (1.2 M) LOWER THAN
 OM0837'THE STATION.
 OM0837' 
 OM0837'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--HUSTISFORD NO 2
 OM0837'1958--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES OR 30
 OM0837'CM IN DIAMETER, FLUSH WITH GROUND LOCATED 19.6 FT (6.0 M) S FROM THE
 OM0837'SOUTH SIDE OF STANDPIPE, 6.6 FT (2.0 M) SSE FROM A UTILITY POLE WITH
 OM0837'TRANSFORMER, 3.6 FT (1.1 M) E FROM A UTILITY POLE, AND 2 FT (0.6 M)
 OM0837'HIGHER THAN THE STATION.
 OM0837
 OM0837                          STATION RECOVERY (2003)
 OM0837
 OM0837'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0837'THE STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD CONDITION.
 OM0837'ADD-- THE STATION IS 21 FEET SOUTHEAST OF UTILITY POLE NUMBER
 OM0837'--101-410 17S-1-- AND 44 FEET NORTH OF UTILITY POLE NUMBER --1001-400
 OM0837'9-4-- AND 44 FEET NORTH OF UNDERGROUND CABLE BOX NUMBER --1001-401--.
 OM0837'NOTE-- THE STANDPIPE HAS BEEN REMOVED.  A NEW WATER TOWER WAS
 OM0837'CONSTRUCTED IN 1991 TO THE NORTH.
 OM0837'REFERENCE MARK NO. 1 WAS NOT FOUND.  ITS POSITION IS UNDER THE NEW
 OM0837'WATER TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI5997 ***********************************************************************
 AI5997  HT_MOD      -  This is a Height Modernization Survey Station.
 AI5997  DESIGNATION -  HUSTISFORD E GPS AZ MK
 AI5997  PID         -  AI5997
 AI5997  STATE/COUNTY-  WI/DODGE
 AI5997  USGS QUAD   -  HUSTISFORD (1980)
 AI5997
 AI5997                         *CURRENT SURVEY CONTROL
 AI5997  ___________________________________________________________________
 AI5997* NAD 83(1997)-  43 20 01.36068(N)    088 34 03.11839(W)     ADJUSTED  
 AI5997* NAVD 88     -       262.71   (meters)     861.9    (feet)  GPS OBS   
 AI5997  ___________________________________________________________________
 AI5997  X           -     116,162.685 (meters)                     COMP
 AI5997  Y           -  -4,645,303.707 (meters)                     COMP
 AI5997  Z           -   4,354,698.593 (meters)                     COMP
 AI5997  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 AI5997  ELLIP HEIGHT-         227.94  (meters)          (11/17/00) GPS OBS
 AI5997  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 AI5997
 AI5997  HORZ ORDER  -  FIRST
 AI5997  ELLP ORDER  -  THIRD     CLASS II
 AI5997
 AI5997.The horizontal coordinates were established by GPS observations
 AI5997.and adjusted by the National Geodetic Survey in July 2000..
 AI5997
 AI5997.The orthometric height was determined by GPS observations and a
 AI5997.high-resolution geoid model using precise GPS observation and
 AI5997.processing techniques.
 AI5997
 AI5997.Photographs are available for this station.
 AI5997
 AI5997.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5997
 AI5997.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5997
 AI5997.The ellipsoidal height was determined by GPS observations
 AI5997.and is referenced to NAD 83.
 AI5997
 AI5997.The geoid height was determined by GEOID03.
 AI5997
 AI5997;                    North         East     Units Scale Factor Converg.
 AI5997;SPC WI S     -   149,160.093   716,157.173   MT  0.99993324   +0 59 03.3
 AI5997;SPC WI S     -   489,369.41  2,349,592.33   sFT  0.99993324   +0 59 03.3
 AI5997;UTM  16      - 4,799,067.002   372,925.654   MT  0.99979864   -1 04 33.1
 AI5997
 AI5997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5997!SPC WI S     -   0.99996426  x   0.99993324  =   0.99989750
 AI5997!UTM  16      -   0.99996426  x   0.99979864  =   0.99976290
 AI5997
 AI5997                          SUPERSEDED SURVEY CONTROL
 AI5997
 AI5997  ELLIP H (07/06/00)  227.94   (m)                       GP(       ) 2 1
 AI5997
 AI5997.Superseded values are not recommended for survey control.
 AI5997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5997.See file dsdata.txt to determine how the superseded data were derived.
 AI5997
 AI5997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7292699067(NAD 83)
 AI5997_MARKER: DZ = AZIMUTH MARK DISK
 AI5997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5997_STAMPING: HUSTISFORD E GPS AZ MK 1992
 AI5997_MARK LOGO: WI-027
 AI5997_PROJECTION: FLUSH
 AI5997_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI5997_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5997+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2006
 AI5997
 AI5997  HISTORY     - Date     Condition        Report By
 AI5997  HISTORY     - 1992     MONUMENTED       WI-027
 AI5997  HISTORY     - 19990928 GOOD             WIDT
 AI5997  HISTORY     - 2002     GOOD             WIDT
 AI5997  HISTORY     - 20030807 GOOD             USPSQD
 AI5997  HISTORY     - 20040630 GOOD             WIDT
 AI5997  HISTORY     - 20060916 GOOD             USPSQD
 AI5997
 AI5997                          STATION DESCRIPTION
 AI5997
 AI5997'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI5997'THE STATION IS LOCATED ABOUT 25.7 KM (15.95 MI) SOUTHEAST OF BEAVER
 AI5997'DAM AND 3.2 KM (2.00 MI) SOUTHEAST OF HUSTISFORD. OWNERSHIP--WISCONSIN
 AI5997'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI5997'OF STATE HIGHWAY 60 WITH COUNTY HIGHWAY R IN THE VILLAGE OF
 AI5997'HUSTISFORD, GO EAST ON STATE HIGHWAY 60 FOR 1.9 KM (1.20 MI) TO COUNTY
 AI5997'HIGHWAY EE, CONTINUE EAST ON STATE HIGHWAY 60 FOR 0.40 KM (0.25 MI) TO
 AI5997'THE STATION ON THE RIGHT, OR TO REACH THE STATION FROM THE JUNCTION OF
 AI5997'STATE HIGHWAY 67 WITH STATE HIGHWAY 60 ABOUT 6.4 KM (3.95 MI)
 AI5997'EAST-SOUTHEAST OF THE VILLAGE OF HUSTISFORD, GO WEST ON STATE HIGHWAY
 AI5997'FOR 3.78 KM (2.35 MI) TO LEHMAN ROAD ON THE RIGHT, CONTINUE WEST ON
 AI5997'STATE HIGHWAY 60 FOR 0.40 KM (0.25 MI) TO THE STATION ON THE LEFT.
 AI5997'THE STATION IS A BRONZE DODGE COUNTY GEODETIC CONTROL MARKER DISK
 AI5997'STAMPED --HUSTISFORD E GPS 1992-- AND SET IN THE TOP OF A 45-CM
 AI5997'(18-INCH) CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 0.5 M (1.6 FT)
 AI5997'ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 21.0 M (68.9 FT) SOUTH OF
 AI5997'THE CENTERLINE OF STATE HIGHWAY 60, 70 M (229.7 FT) FROM THE SOUTH END
 AI5997'OF A 0.7 M (2.3 FT) DIAMETER CORRUGATED METAL PIPE CULVERT, 51.3 M
 AI5997'(168.3 FT) EAST-SOUTHEAST OF THE TOP CENTER OF THE EAST END OF A 0.45
 AI5997'M (1.48 FT) DIAMETER CORRUGATED METAL CULVERT PIPE FOR A PRIVATE
 AI5997'ENTRANCE, 38.9 M (127.6 FT) EAST OF POWER POLE -4001 990-, 9.6 M (31.5
 AI5997'FT) NORTHEAST OF THE NORTH WOOD POST OF --DONNA ORGANIC GARDENS--
 AI5997'SIGN, AND 0.4 M (1.3 FT) NORTH OF A WHITE PLASTIC WITNESS POST.
 AI5997'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER
 AI5997'THAN 15 DEGREES ABOVE THE HORIZON.
 AI5997
 AI5997                          STATION RECOVERY (2002)
 AI5997
 AI5997'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (DJH)
 AI5997'RECOVERED AS DESCRIBED.
 AI5997' 
 AI5997'
 AI5997
 AI5997                          STATION RECOVERY (2003)
 AI5997
 AI5997'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI5997'RECOVERED IN GOOD CONDITION.
 AI5997
 AI5997                          STATION RECOVERY (2004)
 AI5997
 AI5997'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI5997'RECOVERED AS DESCRIBED AND TWO WITNESS POSTS ADDED. THE STATION IS IN
 AI5997'THE MIDDLE OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 AI5997'STATION IS 70 M WEST FROM THE SOUTH END OF A 0.7 M DIAMETER CORRUGATED
 AI5997'METAL PIPE CULVERT.
 AI5997
 AI5997                          STATION RECOVERY (2006)
 AI5997
 AI5997'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI5997'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1360 ***********************************************************************
 OM1360  HT_MOD      -  This is a Height Modernization Survey Station.
 OM1360  DESIGNATION -  HUSTISFORD GPS
 OM1360  PID         -  OM1360
 OM1360  STATE/COUNTY-  WI/DODGE
 OM1360  USGS QUAD   -  HUSTISFORD (1980)
 OM1360
 OM1360                         *CURRENT SURVEY CONTROL
 OM1360  ___________________________________________________________________
 OM1360* NAD 83(1997)-  43 22 01.19874(N)    088 35 46.45998(W)     ADJUSTED  
 OM1360* NAVD 88     -       268.33   (meters)     880.3    (feet)  GPS OBS   
 OM1360  ___________________________________________________________________
 OM1360  X           -     113,773.211 (meters)                     COMP
 OM1360  Y           -  -4,642,827.301 (meters)                     COMP
 OM1360  Z           -   4,357,391.821 (meters)                     COMP
 OM1360  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 OM1360  ELLIP HEIGHT-         233.51  (meters)          (11/17/00) GPS OBS
 OM1360  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 OM1360  OBS GRAVITY -     980,380.1   (mgal)                       GRAV_OBS
 OM1360
 OM1360  HORZ ORDER  -  FIRST
 OM1360  ELLP ORDER  -  THIRD     CLASS II
 OM1360
 OM1360.The horizontal coordinates were established by GPS observations
 OM1360.and adjusted by the National Geodetic Survey in July 2000..
 OM1360
 OM1360.The orthometric height was determined by GPS observations and a
 OM1360.high-resolution geoid model using precise GPS observation and
 OM1360.processing techniques.
 OM1360
 OM1360.Photographs are available for this station.
 OM1360
 OM1360.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1360
 OM1360.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1360
 OM1360.The ellipsoidal height was determined by GPS observations
 OM1360.and is referenced to NAD 83.
 OM1360
 OM1360.The geoid height was determined by GEOID03.
 OM1360.The observed gravity was obtained from relative gravimeter ties
 OM1360.to the IGSN71 gravity network.
 OM1360
 OM1360;                    North         East     Units Scale Factor Converg.
 OM1360;SPC WI S     -   152,818.056   713,767.407   MT  0.99993272   +0 57 52.3
 OM1360;SPC WI S     -   501,370.57  2,341,751.90   sFT  0.99993272   +0 57 52.3
 OM1360;UTM  16      - 4,802,808.031   370,669.245   MT  0.99980575   -1 05 46.5
 OM1360
 OM1360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1360!SPC WI S     -   0.99996338  x   0.99993272  =   0.99989611
 OM1360!UTM  16      -   0.99996338  x   0.99980575  =   0.99976914
 OM1360
 OM1360                          SUPERSEDED SURVEY CONTROL
 OM1360
 OM1360  ELLIP H (07/06/00)  233.51   (m)                       GP(       ) 2 1
 OM1360
 OM1360.Superseded values are not recommended for survey control.
 OM1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1360.See file dsdata.txt to determine how the superseded data were derived.
 OM1360
 OM1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7066902808(NAD 83)
 OM1360_MARKER: DD = SURVEY DISK
 OM1360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1360_SP_SET: CONCRETE POST
 OM1360_STAMPING: HUSTISFORD GPS 1992
 OM1360_MARK LOGO: WI-027
 OM1360_PROJECTION: FLUSH
 OM1360_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM1360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1360+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2006
 OM1360
 OM1360  HISTORY     - Date     Condition        Report By
 OM1360  HISTORY     - 1992     MONUMENTED       WI-027
 OM1360  HISTORY     - 19931122 GOOD             WIDT
 OM1360  HISTORY     - 19991208 GOOD             WIDT
 OM1360  HISTORY     - 2001     GOOD             WIDT
 OM1360  HISTORY     - 20030816 GOOD             USPSQD
 OM1360  HISTORY     - 20040608 GOOD             WIDT
 OM1360  HISTORY     - 20060916 GOOD             USPSQD
 OM1360
 OM1360                          STATION DESCRIPTION
 OM1360
 OM1360'DESCRIBED BY WI DEPT OF TRANSP 1993
 OM1360'STATION IS PART OF GRAVITY DENSIFICATION PROJECT, LOCATED IN WIDOT
 OM1360'DODGE COUNTY GRID REFERENCE J12, ABOUT 2.3 KM (1.40 MI) NORTH OF
 OM1360'HUSTISFORD, IN THE NORTHEAST CORNER OF THE NORTHEAST 1/4 OF SECTION
 OM1360'04, T10N, R16E, IN A CUT SECTION ON HIGHWAY RIGHT-OF-WAY.  CONTACT
 OM1360'DODGE COUNTY SURVEYORS OFFICE AT 414-386-3770 CONCERNING STATION
 OM1360'COORDINATES.
 OM1360'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY TRUNK HIGHWAY E
 OM1360'AND PERCH ROAD, GO SOUTH ON COUNTY TRUNK HIGHWAY FOR 0.5 KM
 OM1360'(0.30 MI) TO THE STATION ON THE RIGHT.
 OM1360'STATION IS A BRASS DISK SET IN TOP OF A 45 CM ROUND CONCRETE MONUMENT
 OM1360'FLUSH WITH THE GROUND.  IT IS 14.0 M (45.9 FT) WEST FROM THE CENTER
 OM1360'OF COUNTY TRUNK HIGHWAY E, NORTHWEST FROM RESIDENCE N4778 AND 0.5 M
 OM1360'(1.6 FT) EAST FROM A WHITE PLASTIC T-POST.
 OM1360
 OM1360                          STATION RECOVERY (1999)
 OM1360
 OM1360'RECOVERY NOTE BY WI DEPT OF TRANSP 1999 (DJH)
 OM1360'RECOVERED AS DESCRIBED.
 OM1360
 OM1360                          STATION RECOVERY (2001)
 OM1360
 OM1360'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OM1360'RECOVERED AS DESCRIBED.
 OM1360' 
 OM1360'
 OM1360
 OM1360                          STATION RECOVERY (2003)
 OM1360
 OM1360'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM1360'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS IN THE MIDDLE OF A
 OM1360'TRIANGLE FORMED BY THREE 4X4 ORANGE PLASTIC GUARD POSTS.
 OM1360
 OM1360                          STATION RECOVERY (2004)
 OM1360
 OM1360'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 OM1360'RECOVERED AS DESCRIBED.  STATION IS 46.5 M SOUTHWEST OF UTILITY POLE
 OM1360'--3045870--.
 OM1360
 OM1360                          STATION RECOVERY (2006)
 OM1360
 OM1360'RECOVERY NOTE BY US POWER SQUADRON 2006
 OM1360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0836 ***********************************************************************
 OM0836  DESIGNATION -  HUSTISFORD MUNICIPAL STANDPIPE
 OM0836  PID         -  OM0836
 OM0836  STATE/COUNTY-  WI/DODGE
 OM0836  USGS QUAD   -  HUSTISFORD (1980)
 OM0836
 OM0836                         *CURRENT SURVEY CONTROL
 OM0836  ___________________________________________________________________
 OM0836* NAD 83(1991)-  43 20 31.05147(N)    088 36 10.78791(W)     ADJUSTED  
 OM0836* NAVD 88     -                                                        
 OM0836  ___________________________________________________________________
 OM0836  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 OM0836  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 OM0836
 OM0836  HORZ ORDER  -  THIRD
 OM0836
 OM0836.The horizontal coordinates were established by classical geodetic methods
 OM0836.and adjusted by the National Geodetic Survey in November 1991..
 OM0836
 OM0836
 OM0836.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0836
 OM0836.The geoid height was determined by GEOID03.
 OM0836
 OM0836;                    North         East     Units Scale Factor Converg.
 OM0836;SPC WI S     -   150,027.400   713,266.380   MT  0.99993308   +0 57 35.6
 OM0836;SPC WI S     -   492,214.89  2,340,108.12   sFT  0.99993308   +0 57 35.6
 OM0836;UTM  16      - 4,800,037.543   370,068.280   MT  0.99980767   -1 06 01.3
 OM0836
 OM0836                          SUPERSEDED SURVEY CONTROL
 OM0836
 OM0836  NAD 83(1986)-  43 20 31.04270(N)    088 36 10.79637(W) AD(       ) 4
 OM0836  NAD 27      -  43 20 31.05600(N)    088 36 10.43300(W) AD(       ) 3
 OM0836
 OM0836.Superseded values are not recommended for survey control.
 OM0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0836.See file dsdata.txt to determine how the superseded data were derived.
 OM0836
 OM0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7006800038(NAD 83)
 OM0836_MARKER: 52 = STANDPIPE TANK
 OM0836_SETTING: 0 = UNSPECIFIED SETTING
 OM0836
 OM0836  HISTORY     - Date     Condition        Report By
 OM0836  HISTORY     - 1957     FIRST OBSERVED   CGS
 OM0836  HISTORY     - 1958     SEE DESCRIPTION  CGS
 OM0836  HISTORY     - 19820506 GOOD             NGS
 OM0836  HISTORY     - 20021228 MARK NOT FOUND   USPSQD
 OM0836  HISTORY     - 20040319 MARK NOT FOUND   USPSQD
 OM0836
 OM0836                          STATION DESCRIPTION
 OM0836
 OM0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 OM0836'THE STATION IS THE BALL AT THE TOP OF THE HUSTISFORD MUNICIPAL
 OM0836'STANDPIPE, IN THE SOUTHERN SECTION OF THE TOWN OF HUSTISFORD
 OM0836'ON A VERY PROMINENT HILL.  THE STANDPIPE IS A SELF SUPPORTING
 OM0836'TANK MADE OF STEEL, PAINTED WHITE WITH AN OVERALL HEIGHT OF 48
 OM0836'FEET.
 OM0836'
 OM0836'TO REACH THE STATION FROM THE CITY HALL IN THE TOWN OF HUSTISFORD,
 OM0836'GO SOUTH ON STATE HIGHWAY 109 FOR 0.25 MILE TO A TRACK
 OM0836'ROAD RIGHT.  TURN RIGHT AND GO WEST AND NORTH ON THE TRACK
 OM0836'ROAD FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 OM0836
 OM0836                          STATION RECOVERY (1958)
 OM0836
 OM0836'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWH)
 OM0836'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 OM0836
 OM0836                          STATION RECOVERY (1982)
 OM0836
 OM0836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 OM0836'THE STATION WAS RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.
 OM0836'THE STATION IS LOCATED IN THE SOUTHEAST PART OF HUSTISFORD, NEAR
 OM0836'TRIANGULATION STATION HUSTISFORD 1958.  TO REACH THE STATION FROM THE
 OM0836'POST OFFICE IN HUSTISFORD, WISCONSIN 53034, GO WEST ON EAST GRIFFITH
 OM0836'STREET FOR 0.15 MI (0.24 KM) TO A SIDEROAD LEFT, A SMALL BLOCK
 OM0836'BUILDING AND A GATE.  TURN LEFT PASSING THROUGH GATE GOING SOUTH ON
 OM0836'GRAVEL ROAD FOR 0.25 MI (0.40 KM) TO TOP OF HILL AND THE STATION AS
 OM0836'DESCRIBED.  DESCRIBED BY RONALD L RAMSEY.
 OM0836
 OM0836                          STATION RECOVERY (2002)
 OM0836
 OM0836'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0836'NOT FOUND. THE LITTLE BRICK HOUSE REMAINS BUT THE GATE HAS BEEN
 OM0836'REMOVED.  THE STANDPIPE WAS REPLACED BY A NEW WATER TOWER AT THE SITE.
 OM0836' 
 OM0836
 OM0836                          STATION RECOVERY (2004)
 OM0836
 OM0836'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 OM0836'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1358 ***********************************************************************
 OM1358  HT_MOD      -  This is a Height Modernization Survey Station.
 OM1358  DESIGNATION -  HUSTISFORD S GPS
 OM1358  PID         -  OM1358
 OM1358  STATE/COUNTY-  WI/DODGE
 OM1358  USGS QUAD   -  HUSTISFORD (1980)
 OM1358
 OM1358                         *CURRENT SURVEY CONTROL
 OM1358  ___________________________________________________________________
 OM1358* NAD 83(1997)-  43 18 34.77990(N)    088 37 14.78966(W)     ADJUSTED  
 OM1358* NAVD 88     -       269.99   (meters)     885.8    (feet)  GPS OBS   
 OM1358  ___________________________________________________________________
 OM1358  X           -     111,890.248 (meters)                     COMP
 OM1358  Y           -  -4,647,247.702 (meters)                     COMP
 OM1358  Z           -   4,352,759.648 (meters)                     COMP
 OM1358  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 OM1358  ELLIP HEIGHT-         235.24  (meters)          (04/02/04) GPS OBS
 OM1358  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 OM1358  OBS GRAVITY -     980,372.4   (mgal)                       GRAV_OBS
 OM1358
 OM1358  HORZ ORDER  -  FIRST
 OM1358  ELLP ORDER  -  FOURTH    CLASS I
 OM1358
 OM1358.The horizontal coordinates were established by GPS observations
 OM1358.and adjusted by the WI DEPT OF TRANSP in April 2004..
 OM1358
 OM1358.The orthometric height was determined by GPS observations and a
 OM1358.high-resolution geoid model using precise GPS observation and
 OM1358.processing techniques.
 OM1358
 OM1358.Photographs are available for this station.
 OM1358
 OM1358.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1358
 OM1358.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1358
 OM1358.The ellipsoidal height was determined by GPS observations
 OM1358.and is referenced to NAD 83.
 OM1358
 OM1358.The geoid height was determined by GEOID03.
 OM1358.The observed gravity was obtained from relative gravimeter ties
 OM1358.to the IGSN71 gravity network.
 OM1358
 OM1358;                    North         East     Units Scale Factor Converg.
 OM1358;SPC WI S     -   146,415.894   711,884.427   MT  0.99993382   +0 56 51.6
 OM1358;SPC WI S     -   480,366.15  2,335,574.16   sFT  0.99993382   +0 56 51.6
 OM1358;UTM  16      - 4,796,478.484   368,557.592   MT  0.99981253   -1 06 42.9
 OM1358
 OM1358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1358!SPC WI S     -   0.99996311  x   0.99993382  =   0.99989693
 OM1358!UTM  16      -   0.99996311  x   0.99981253  =   0.99977565
 OM1358
 OM1358                          SUPERSEDED SURVEY CONTROL
 OM1358
 OM1358.No superseded survey control is available for this station.
 OM1358
 OM1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6855896478(NAD 83)
 OM1358_MARKER: DD = SURVEY DISK
 OM1358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1358_SP_SET: CONCRETE POST
 OM1358_STAMPING: HUSTISFORD S GPS 1992
 OM1358_MARK LOGO: WI-027
 OM1358_PROJECTION: FLUSH
 OM1358_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM1358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1358+SATELLITE: SATELLITE OBSERVATIONS - 2003
 OM1358
 OM1358  HISTORY     - Date     Condition        Report By
 OM1358  HISTORY     - 1992     MONUMENTED       WI-027
 OM1358  HISTORY     - 19931122 GOOD             WIDT
 OM1358  HISTORY     - 2003     GOOD             WIDT
 OM1358
 OM1358                          STATION DESCRIPTION
 OM1358
 OM1358'DESCRIBED BY WI DEPT OF TRANSP 1993
 OM1358'STATION IS PART OF GRAVITY DENSIFICATION PROJECT, LOCATED IN WIDOT
 OM1358'DODGE COUNTY GRID REFERENCE M11, ABOUT 4.3 KM (2.65 MI)
 OM1358'SOUTH-SOUTHWEST OF HUSTISFORD, IN THE SOUTHEAST CORNER OF THE
 OM1358'NORTHEAST 1/4 OF SECTION 29, T10N, R16E, ON HIGHWAY RIGHT-OF-WAY.
 OM1358'CONTACT DODGE COUNTY SURVEYORS OFFICE AT 414-386-3770 CONCERNING
 OM1358'STATION COORDINATES.
 OM1358'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 109 AND
 OM1358'EAST HILLCREST ROAD, GO WEST ON EAST HILLCREST ROAD FOR 1.1 KM
 OM1358'(0.70 MI) TO THE STATION ON THE LEFT.
 OM1358'STATION IS A BRASS DISK SET IN TOP OF A45 CM ROUND CONCRETE MONUMENT
 OM1358'FLUSH WITH THE GROUND.  IT IS 9.4 M (30.8 FT) SOUTH FROM THE CENTER
 OM1358'OF EAST HILLCREST ROAD, 0.8 M (2.6 FT) NORTH FROM A RIGHT-OF-WAY
 OM1358'FENCE AND 0.5 M (1.6 FT) NORTH FROM A WHITE PLASTIC T-POST.
 OM1358
 OM1358                          STATION RECOVERY (2003)
 OM1358
 OM1358'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 OM1358'THE STATION IS LOCATED ABOUT 25 KM SOUTHEAST OF BEAVER DAM, 16 KM
 OM1358'NORTHEAST OF WATERTOWN  AND 4 KM SOUTHWEST OF HUSTISFORD.
 OM1358'OWNERSHIP--TOWN OF HUSTISFORD. TO REACH THE STATION FROM THE JUNCTION
 OM1358'OF STATE HIGHWAY 60 WITH COUNTY HIGHWAY R IN THE VILLAGE OF
 OM1358'HUSTISFORD, GO SOUTH ON COUNTY HIGHWAY R FOR 3.5 KM TO EAST HILLCREST
 OM1358'ROAD ON THE RIGHT, TURN RIGHT AND GO WEST ON EAST HILLCREST ROAD FOR
 OM1358'1.1 KM TO THE STATION ON THE LEFT. THE STATION IS A BRONZE DODGE
 OM1358'COUNTY GEODETIC CONTROL MARKER DISK SET IN THE TOP OF A 45-CM DIAMETER
 OM1358'CONCRETE POST, SET TO A DEPTH OF 1.8 M AND ABOUT LEVEL WITH THE ROAD
 OM1358'PAVEMENT. THE STATION IS 9.6 M SOUTH OF THE CENTERLINE OF EAST
 OM1358'HILLCREST ROAD, 95 M EAST OF THE CENTERLINE OF LEVEL VALLEY ROAD, 0.7
 OM1358'M NORTH OF A BARB WIRE FENCE AND 0.6 M WEST-SOUTHWEST OF TELEPHONE
 OM1358'PEDESTAL --2554 GTE--.  ---NOTE---THE STATION IS NORTHEAST OF A 4X4
 OM1358'ORANGE PLASTIC WITNESS POST AND 0.5 M NORTH OF A WHITE PLASTIC WITNESS
 OM1358'POST. ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 OM1358'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 OM1358' 
 OM1358'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0728 ***********************************************************************
 NH0728  DESIGNATION -  I
 NH0728  PID         -  NH0728
 NH0728  STATE/COUNTY-  WI/LAFAYETTE
 NH0728  USGS QUAD   -  ARGYLE (1962)
 NH0728
 NH0728                         *CURRENT SURVEY CONTROL
 NH0728  ___________________________________________________________________
 NH0728* NAD 83(1986)-  42 38 58.     (N)    089 51 47.     (W)     SCALED    
 NH0728* NAVD 88     -       241.664  (meters)     792.86   (feet)  ADJUSTED  
 NH0728  ___________________________________________________________________
 NH0728  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 NH0728  DYNAMIC HT  -         241.589 (meters)     792.61  (feet)  COMP
 NH0728  MODELED GRAV-     980,305.7   (mgal)                       NAVD 88
 NH0728
 NH0728  VERT ORDER  -  FIRST     CLASS II
 NH0728
 NH0728.The horizontal coordinates were scaled from a topographic map and have
 NH0728.an estimated accuracy of +/- 6 seconds.
 NH0728
 NH0728.The orthometric height was determined by differential leveling
 NH0728.and adjusted by the National Geodetic Survey in June 1991..
 NH0728
 NH0728.The geoid height was determined by GEOID03.
 NH0728
 NH0728.The dynamic height is computed by dividing the NAVD 88
 NH0728.geopotential number by the normal gravity value computed on the
 NH0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0728.degrees latitude (g = 980.6199 gals.).
 NH0728
 NH0728.The modeled gravity was interpolated from observed gravity values.
 NH0728
 NH0728;                    North         East    Units  Estimated Accuracy
 NH0728;SPC WI S     -    72,160.      611,230.      MT  (+/- 180 meters Scaled)
 NH0728
 NH0728                          SUPERSEDED SURVEY CONTROL
 NH0728
 NH0728  NGVD 29 (??/??/92)  241.763  (m)          793.18   (f) ADJ UNCH    1 2
 NH0728
 NH0728.Superseded values are not recommended for survey control.
 NH0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0728.See file dsdata.txt to determine how the superseded data were derived.
 NH0728
 NH0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN653258(NAD 83)
 NH0728_MARKER: DB = BENCH MARK DISK
 NH0728_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0728_SP_SET: BUILDING
 NH0728_STAMPING: ELEV 793.184 FT I 1920
 NH0728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0728
 NH0728  HISTORY     - Date     Condition        Report By
 NH0728  HISTORY     - 1920     MONUMENTED       CGS
 NH0728  HISTORY     - 19961005 GOOD             USPSQD
 NH0728  HISTORY     - 19981121 GOOD             USPSQD
 NH0728
 NH0728                          STATION DESCRIPTION
 NH0728
 NH0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1920
 NH0728'AT WOODFORD.
 NH0728'AT WOODFORD, LAFAYETTE COUNTY, AT THE SW CORNER OF THE INTERSECTION
 NH0728'OF DEPORT AND MAIN STS, IN THE N FACE OF A STORE BUILDING,
 NH0728'AND 2 FT FROM THE NE CORNER.  A STANDARD DISK, STAMPED ELEV.
 NH0728'793.184 FT. I 1920.
 NH0728
 NH0728                          STATION RECOVERY (1996)
 NH0728
 NH0728'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0728'RECOVERED IN GOOD CONDITION.
 NH0728
 NH0728                          STATION RECOVERY (1998)
 NH0728
 NH0728'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH0728'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0340 ***********************************************************************
 NJ0340  DESIGNATION -  I 1
 NJ0340  PID         -  NJ0340
 NJ0340  STATE/COUNTY-  WI/GRANT
 NJ0340  USGS QUAD   -  FENNIMORE (1962)
 NJ0340
 NJ0340                         *CURRENT SURVEY CONTROL
 NJ0340  ___________________________________________________________________
 NJ0340* NAD 83(1986)-  42 58 58.     (N)    090 39 18.     (W)     SCALED    
 NJ0340* NAVD 88     -       361.604  (meters)    1186.36   (feet)  ADJUSTED  
 NJ0340  ___________________________________________________________________
 NJ0340  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 NJ0340  DYNAMIC HT  -         361.500 (meters)    1186.02  (feet)  COMP
 NJ0340  MODELED GRAV-     980,324.4   (mgal)                       NAVD 88
 NJ0340
 NJ0340  VERT ORDER  -  FIRST     CLASS II
 NJ0340
 NJ0340.The horizontal coordinates were scaled from a topographic map and have
 NJ0340.an estimated accuracy of +/- 6 seconds.
 NJ0340
 NJ0340.The orthometric height was determined by differential leveling
 NJ0340.and adjusted by the National Geodetic Survey in June 1991..
 NJ0340
 NJ0340.The geoid height was determined by GEOID03.
 NJ0340
 NJ0340.The dynamic height is computed by dividing the NAVD 88
 NJ0340.geopotential number by the normal gravity value computed on the
 NJ0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0340.degrees latitude (g = 980.6199 gals.).
 NJ0340
 NJ0340.The modeled gravity was interpolated from observed gravity values.
 NJ0340
 NJ0340;                    North         East    Units  Estimated Accuracy
 NJ0340;SPC WI S     -   109,390.      546,580.      MT  (+/- 180 meters Scaled)
 NJ0340
 NJ0340                          SUPERSEDED SURVEY CONTROL
 NJ0340
 NJ0340  NGVD 29 (??/??/92)  361.663  (m)         1186.56   (f) ADJ UNCH    1 2
 NJ0340
 NJ0340.Superseded values are not recommended for survey control.
 NJ0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0340.See file dsdata.txt to determine how the superseded data were derived.
 NJ0340
 NJ0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH911615(NAD 83)
 NJ0340_MARKER: DB = BENCH MARK DISK
 NJ0340_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0340_SP_SET: BUILDING
 NJ0340_STAMPING: ELEV 1186.556 FT I 1 1920
 NJ0340_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NJ0340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0340_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0340+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2001
 NJ0340
 NJ0340  HISTORY     - Date     Condition        Report By
 NJ0340  HISTORY     - 1920     MONUMENTED       CGS
 NJ0340  HISTORY     - 1934     GOOD             NGS
 NJ0340  HISTORY     - 1973     GOOD             NGS
 NJ0340  HISTORY     - 1977     GOOD             ALSTER
 NJ0340  HISTORY     - 19921010 GOOD             USPSQD
 NJ0340  HISTORY     - 19980923 GOOD             USPSQD
 NJ0340  HISTORY     - 20010417 GOOD             WIDT
 NJ0340
 NJ0340                          STATION DESCRIPTION
 NJ0340
 NJ0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NJ0340'AT FENNIMORE.
 NJ0340'AT FENNIMORE, GRANT COUNTY, IN THE NORTH WALL OF THE STATE BANK
 NJ0340'BUILDING, 3 FEET ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED
 NJ0340'ELEV. 1186.556 FT. I 1 1920 AND SET VERTICALLY.
 NJ0340
 NJ0340                          STATION RECOVERY (1973)
 NJ0340
 NJ0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 NJ0340'RECOVERED IN GOOD CONDITION.
 NJ0340
 NJ0340                          STATION RECOVERY (1977)
 NJ0340
 NJ0340'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1977
 NJ0340'RECOVERED IN GOOD CONDITION.
 NJ0340
 NJ0340                          STATION RECOVERY (1992)
 NJ0340
 NJ0340'RECOVERY NOTE BY US POWER SQUADRON 1992 (MRS)
 NJ0340'RECOVERED IN GOOD CONDITION.
 NJ0340
 NJ0340                          STATION RECOVERY (1998)
 NJ0340
 NJ0340'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0340'RECOVERED IN GOOD CONDITION.
 NJ0340
 NJ0340                          STATION RECOVERY (2001)
 NJ0340
 NJ0340'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (TSS)
 NJ0340'OWNERSHIP -- DAK MANAGEMENT COMPANY.  TO REACH THE STATION FROM THE
 NJ0340'JUNCTION OF US HIGHWAY 18 WEST AND US HIGHWAY 61 NORTH WITH US HIGHWAY
 NJ0340'61 SOUTH AT THE INTERSECTION OF LINCOLN AVENUE WITH 12 TH STREET IN
 NJ0340'THE CITY OF FENNIMORE, GO NORTH ON US HIGHWAY 18 AND 61 FOR 0.15 MI
 NJ0340'(0.24 KM) TO 10'TH STREET AND THE STATION ON THE RIGHT.  THE STATION
 NJ0340'IS A BRONZE US GEOLOGICAL SURVEY BENCH MARK DISK SET VERTICALLY IN A
 NJ0340'BULDING AND ABOUT 0.7 M (2.3 FT) ABOVE THE STREET PAVEMENT.  THE
 NJ0340'STATION IS 8.9 M (29.2 FT) WEST OF THE CENTERLINE OF LINCOLN AVENUE
 NJ0340'(US HIGHWAY 18 AND 61), 11.7 M (38.4 FT) SOUTH OF THE CENTERLINE OF
 NJ0340'10'TH STREET, AND 0.8 M (2.6 FT) WEST OF THE NORTHEAST CORNER OF THE
 NJ0340'--DAK MANAGEMENT COMPANY--.  ---NOTE--- THE STATION IS NOT SUITABLE
 NJ0340'FOR GPS BECAUSE IT IS SET VERTICALLY IN A BULDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0727 ***********************************************************************
 PO0727  DESIGNATION -  IBERG
 PO0727  PID         -  PO0727
 PO0727  STATE/COUNTY-  WI/BUFFALO
 PO0727  USGS QUAD   -  CREAM (1974)
 PO0727
 PO0727                         *CURRENT SURVEY CONTROL
 PO0727  ___________________________________________________________________
 PO0727* NAD 83(1991)-  44 18 55.07692(N)    091 49 53.39899(W)     ADJUSTED  
 PO0727* NAVD 88     -       393.     (meters)    1289.     (feet)  SCALED    
 PO0727  ___________________________________________________________________
 PO0727  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 PO0727  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 PO0727
 PO0727  HORZ ORDER  -  FIRST
 PO0727
 PO0727.The horizontal coordinates were established by classical geodetic methods
 PO0727.and adjusted by the National Geodetic Survey in March 1999..
 PO0727
 PO0727.The orthometric height was scaled from a topographic map.
 PO0727
 PO0727.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0727
 PO0727.The geoid height was determined by GEOID03.
 PO0727
 PO0727;                    North         East     Units Scale Factor Converg.
 PO0727;SPC WI C     -    55,202.879   453,896.642   MT  0.99998829   -1 17 32.1
 PO0727;SPC WI C     -   181,111.45  1,489,159.23   sFT  0.99998829   -1 17 32.1
 PO0727;SPC MN S     -   248,438.975   972,970.569   MT  0.99992730   +1 31 11.9
 PO0727;UTM  15      - 4,907,557.274   593,186.089   MT  0.99970679   +0 48 59.0
 PO0727
 PO0727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0727!SPC WI C     -   0.99994315  x   0.99998829  =   0.99993144
 PO0727!SPC MN S     -   0.99994315  x   0.99992730  =   0.99987046
 PO0727!UTM  15      -   0.99994315  x   0.99970679  =   0.99964996
 PO0727
 PO0727:                Primary Azimuth Mark                     Grid Az
 PO0727:SPC WI C     -  AVIATION BEACON 26 OLD 30                190 07 34.5
 PO0727:SPC MN S     -  AVIATION BEACON 26 OLD 30                187 18 50.5
 PO0727:UTM  15      -  AVIATION BEACON 26 OLD 30                188 01 03.4
 PO0727
 PO0727|---------------------------------------------------------------------|
 PO0727| PID    Reference Object                     Distance      Geod. Az  |
 PO0727|                                                           dddmmss.s |
 PO0727| PO0715 AVIATION BEACON 26 OLD 30           APPROX.16.0 KM 1885002.4 |
 PO0727| CJ5110 IBERG RM 1 AZIMUTH                                 18901     |
 PO0727| PO0726 HEROLD ZION CHURCH SPIRE            APPROX. 1.4 KM 2163901.0 |
 PO0727| PO0729 AVIATION BEACON 27 OLD 31           APPROX. 6.1 KM 2770945.9 |
 PO0727| CJ5111 IBERG RM 2                           47.915 METERS 28031     |
 PO0727| PP2217 AVIATION BCN 28 OLD 32 B            APPROX.22.3 KM 2944957.8 |
 PO0727| CJ5112 IBERG RM 3                          129.040 METERS 33741     |
 PO0727|---------------------------------------------------------------------|
 PO0727
 PO0727                          SUPERSEDED SURVEY CONTROL
 PO0727
 PO0727  NAD 83(1991)-  44 18 55.07113(N)    091 49 53.39832(W) AD(       ) 1
 PO0727  NAD 83(1986)-  44 18 55.07154(N)    091 49 53.39995(W) AD(       ) 1
 PO0727  NAD 27      -  44 18 55.19300(N)    091 49 52.83700(W) AD(       ) 1
 PO0727
 PO0727.Superseded values are not recommended for survey control.
 PO0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0727.See file dsdata.txt to determine how the superseded data were derived.
 PO0727
 PO0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK9318607557(NAD 83)
 PO0727_MARKER: DS = TRIANGULATION STATION DISK
 PO0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0727
 PO0727  HISTORY     - Date     Condition        Report By
 PO0727  HISTORY     - 1931     MONUMENTED       CGS
 PO0727  HISTORY     - 1934     GOOD             CGS
 PO0727  HISTORY     - 1974     SEE DESCRIPTION  USGS
 PO0727
 PO0727                          STATION DESCRIPTION
 PO0727
 PO0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PO0727'ABOUT 4 MILES EAST-SOUTHEAST OF ALMA, ABOUT 1 MILE NORTHEAST
 PO0727'OF HEROLD, IN NW 1/4 SEC. 10, T. 21 N., R. 12 W., OF THE FIFTH
 PO0727'PRINCIPAL MERIDIAN, ON HIGHEST POINT OF CULTIVATED FIELD OWNED
 PO0727'BY MRS. JOE IBERG, ABOUT 0.25 MILE NORTHWEST OF FARMHOUSE,
 PO0727'178 FEET EAST OF CENTER LINE OF ROAD LEADING NORTH FROM COUNTY
 PO0727'ROAD N, ABOUT 500 FEET SOUTH OF HOUSE ON EAST SIDE OF ROAD,
 PO0727'157 FEET EAST OF EAST RIGHT-OF-WAY FENCE, 270.5 FEET NORTHEAST
 PO0727'OF CORNER POST AT SOUTHWEST CORNER OF FIELD, 218 FEET NORTH OF
 PO0727'EAST-AND-WEST FENCE, AND 399 FEET SOUTH OF NORTH FENCE THAT
 PO0727'IS SOUTH SIDE OF HOUSE AND ORCHARD.  TO REACH FROM ALMA, GO
 PO0727'EAST 5.2 MILES ON COUNTY ROUTE E TO JUNCTION WITH ROUTE N
 PO0727'AND SIGN ALMA 5 MILES--CREAM 4 (0.5 MILE NORTH AND 0.5
 PO0727'MILE EAST OF HEROLD CHURCH), TURN LEFT AND GO 0.25 MILE TO
 PO0727'STATION IN FIELD ON RIGHT.  SURFACE AND UNDERGROUND MARKS
 PO0727'ARE STANDARD STATION DISKS IN CONCRETE.
 PO0727'UPPER MARK IS 12 INCHES BELOW SURFACE OF GROUND.  REFERENCE
 PO0727'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 PO0727'NO. 1 PROJECTS 5 INCHES ABOVE GROUND, IS IN NORTHEAST CORNER
 PO0727'OF INTERSECTION OF ROUTES E AND N, 45 FEET NORTH OF
 PO0727'CENTER LINE OF ROUTE E, 9 METERS (30 FEET) EAST OF CENTER LINE
 PO0727'OF ROUTE N, ON TOP OF BANK, IN EXTREME SOUTHWEST CORNER
 PO0727'OF CULTIVATED FIELD, 24 FEET NORTHWEST OF TELEPHONE
 PO0727'POLE, 1 FOOT NORTH OF POST AND APPROXIMATELY 1/4 MILE FROM STATION
 PO0727'S 9 DEG 01 MIN W.  NO. 2 IS FLUSH WITH SURFACE
 PO0727'OF GROUND, 22 FEET EAST OF CENTER LINE OF ROUTE N, 1 FOOT
 PO0727'EAST OF EAST RIGHT-OF-WAY FENCE, 50 METERS (164 FEET)
 PO0727'NORTH OF SOUTHWEST CORNER OF CULTIVATED FIELD, 75 METERS
 PO0727'(246 FEET) SOUTH OF NORTHWEST CORNER OF FIELD, 3 FEET
 PO0727'SOUTHEAST OF TELEPHONE POLE, AND 47.94 METERS (157.3 FEET) FROM
 PO0727'STATION N 79 DEG 29 MIN W.  NO. 3 (1934) PROJECTS
 PO0727'4 INCHES ABOVE GROUND, IS AT NORTHWEST CORNER OF FIELD, 23 FEET
 PO0727'EAST OF CENTER LINE OF ROUTE N, 2 FEET EAST OF RIGHT-OF-WAY
 PO0727'FENCE, 1 FOOT EAST OF TELEPHONE POLE, AND 423.36 FEET FROM
 PO0727'STATION N 22 DEG 19 MIN W.  DISTANCE BETWEEN
 PO0727'REFERENCE MARKS NO. 2 AND NO. 3 (1934) IS 342.97 FEET.
 PO0727'FOLLOWING BEARINGS AND DISTANCES ARE FROM STATION--HEROLD,
 PO0727'ZION CHURCH, TIP OF ROD ON SPIRE, 1,377.2 METERS (4,518 FEET),
 PO0727'S 36 DEG 39 MIN W.  AND AIRWAY BEACON NO. 27, ABOUT 4
 PO0727'MILES, N 82 DEG 50 MIN W.
 PO0727
 PO0727                          STATION RECOVERY (1974)
 PO0727
 PO0727'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (WEK)
 PO0727'I FOUND THE R.M.S 2, AND 3, IN THE ROAD DITCH AND COULD NOT
 PO0727'FIND R.M. 1.  A FARMER SAID THAT HE WORKED THE LAND AND THOUGHT
 PO0727'THE R.M .1, HAD BEEN DESTROYED.  HE DID NOT KNOW ABOUT THE
 PO0727'STATION, BUT HAS PLOWED DEEP OVER THE LAND AND DOESNT REMEMBER
 PO0727'HITTING THIS MARK, WHICH SUPPOSED TO BE 12 INCHES BELOW THE
 PO0727'SURFACE.  I WOULD THEREFORE GUESS THAT THE STATION IS ALSO
 PO0727'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1316 ***********************************************************************
 PN1316  DESIGNATION -  ICE AGE
 PN1316  PID         -  PN1316
 PN1316  STATE/COUNTY-  WI/MARATHON
 PN1316  USGS QUAD   -  ROSHOLT NW (1986)
 PN1316
 PN1316                         *CURRENT SURVEY CONTROL
 PN1316  ___________________________________________________________________
 PN1316* NAD 83(1991)-  44 42 46.42800(N)    089 24 57.96732(W)     ADJUSTED  
 PN1316* NAVD 88     -       371.0    (meters)    1217.     (feet)  VERTCON   
 PN1316  ___________________________________________________________________
 PN1316  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 PN1316  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 PN1316
 PN1316  HORZ ORDER  -  SECOND
 PN1316
 PN1316.The horizontal coordinates were established by classical geodetic methods
 PN1316.and adjusted by the National Geodetic Survey in November 1991..
 PN1316
 PN1316.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1316
 PN1316.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1316
 PN1316.The geoid height was determined by GEOID03.
 PN1316
 PN1316;                    North         East     Units Scale Factor Converg.
 PN1316;SPC WI C     -    97,901.807   646,264.888   MT  0.99994475   +0 24 43.1
 PN1316;SPC WI C     -   321,199.51  2,120,287.39   sFT  0.99994475   +0 24 43.1
 PN1316;UTM  16      - 4,953,897.387   308,624.962   MT  1.00005039   -1 42 01.3
 PN1316
 PN1316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1316!SPC WI C     -   0.99994744  x   0.99994475  =   0.99989219
 PN1316!UTM  16      -   0.99994744  x   1.00005039  =   0.99999783
 PN1316
 PN1316|---------------------------------------------------------------------|
 PN1316| PID    Reference Object                     Distance      Geod. Az  |
 PN1316|                                                           dddmmss.s |
 PN1316| CS5517 ICE AGE RM 2                         25.299 METERS 10221     |
 PN1316| CS5516 ICE AGE RM 1                         35.089 METERS 34921     |
 PN1316|---------------------------------------------------------------------|
 PN1316
 PN1316                          SUPERSEDED SURVEY CONTROL
 PN1316
 PN1316  NAD 83(1986)-  44 42 46.42618(N)    089 24 57.97472(W) AD(       ) 2
 PN1316  NGVD 29 (03/14/91)  371.0    (m)         1217.     (f) VERT ANG       
 PN1316
 PN1316.Superseded values are not recommended for survey control.
 PN1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1316.See file dsdata.txt to determine how the superseded data were derived.
 PN1316
 PN1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ0862553897(NAD 83)
 PN1316_MARKER: DE = TRAVERSE STATION DISK
 PN1316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN1316_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1316+STABILITY: SURFACE MOTION
 PN1316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN1316+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2000
 PN1316
 PN1316  HISTORY     - Date     Condition        Report By
 PN1316  HISTORY     - 1979     MONUMENTED       WIDT
 PN1316  HISTORY     - 20000406 GOOD             INDIV
 PN1316
 PN1316                          STATION DESCRIPTION
 PN1316
 PN1316'DESCRIBED BY WI DEPT OF TRANSP 1979 (LTK)
 PN1316'THE STATION IS LOCATED ABOUT 15 MILES SOUTHEAST OF MOSINEE, 12 MILES
 PN1316'NORTHEAST OF STEVENS POINT, AND 9 MILES SOUTHWEST OF ELDERON ON RIGHT
 PN1316'OF WAY CTH C.
 PN1316'
 PN1316'TO REACH THE STATION FROM THE JUNCTION OF USH 51 AND USH 10 AT THE
 PN1316'EAST EDGE OF STEVENS POINT, GO NORTH ON USH 51 FOR 4.0 MILES TO CTH X.
 PN1316'TURN RIGHT AND GO NORTH ON CTH X FOR 11.25 MILES TO THE INTERSECTION
 PN1316'WITH CTH C.  TURN RIGHT AND GO EAST ON CTH C FOR 3.8 MILES TO KNAPP
 PN1316'ROAD TO THE NORTH.  CONTINUE EAST ON CTH C FOR 4.8 MILES TO LAKE DRIVE
 PN1316'TO THE NORTH.  CONTINUE EAST ON CTH C FOR 0.8 MILE TO THE JUNCTION
 PN1316'WITH A GRAVEL ROAD TO THE EAST, ICE AGE DRIVE.  VEER RIGHT AND GO EAST
 PN1316'ON ICE AGE DRIVE FOR 0.15 MILE TO THE STATION IN THE NORTHEAST
 PN1316'QUADRANT OF THE INTERSECTION OF ICE AGE DRIVE AND OLD CTH C.
 PN1316'
 PN1316'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---ICE AGE 1979---.
 PN1316'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINRICAL CONCRETE
 PN1316'MONUMENT WHICH PROJECTS 6 INCHES ABOVE GROUND.  IT IS 45 FEET EAST OF
 PN1316'THE CENTER OF OLD CTH C, 42 FEET NORTH OF THE CENTER OF ICE AGE LANE,
 PN1316'5.5 FEET SOUTH OF A POWER POLE, AND 3 FEET SOUTHWEST OF A METAL
 PN1316'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 PN1316'CONCRETE 4.5 FEET BELOW GROUND.
 PN1316'
 PN1316'REFERENCE MARK 1 IS A STANDARD WIDT DISK STAMPED---ICE AGE RM 1
 PN1316'1979---SET IN THE TOP OF A 12 INCH CYLINRICAL CONCRETE MONUMENT WHICH
 PN1316'PROJECTS 5 INCHES ABOVE GROUND.  IT IS 115 FEET NORTHWEST OF A METAL
 PN1316'WITNESS POST, 29.5 FEET EAST OF THE CENTER OF OLD CTH C, AND 4.5 FEET
 PN1316'WEST OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL--NUMBER 74--.
 PN1316'
 PN1316'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---ICE AGE RM 2
 PN1316'1979---SET IN THE TOP OF A 13 INCH CYLINRICAL CONCRETE MONUMENT WHICH
 PN1316'PROJECTS 6 INCHES ABOVE GROUND.  IT IS 81.5 FEET EAST OF A METAL
 PN1316'WITNESS POST, 29 FEET NORTH OF THE CENTER OF ICE AGE LANE, AND 3 FEET
 PN1316'WEST OF A POWER POLE.
 PN1316'
 PN1316'NO AZIMUTH MARK WAS SET.  HEIGHT OF LIGHT ABOVE MARK WAS 1.51 METERS.
 PN1316
 PN1316                          STATION RECOVERY (2000)
 PN1316
 PN1316'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2000 (CJN)
 PN1316'MONUMENT IS IN GOOD CONDITION AND GPSABLE.  MONUMENT WAS USED IN
 PN1316'ELEVATION PROJECT DONE BY MARATHON COUNTY IN 2000.  MONUMENT IS 54.25
 PN1316'FEET NORTHEAST OF NORTH 1/4 CORNER OF SECTION 28, T26N, R9E, TOWN OF
 PN1316'BEVENT.  THERE IS A REFERENCE MONUMENT THAT IS 83.00 FEET TO THE
 PN1316'SOUTHEAST OF MONUMENT.  SEE RECOVERY RECORD THAT IS FILED AT THE
 PN1316'MARATHON COUNTY SURVEYOR'S OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0039 ***********************************************************************
 QM0039  DESIGNATION -  IDA
 QM0039  PID         -  QM0039
 QM0039  STATE/COUNTY-  WI/OCONTO
 QM0039  USGS QUAD   -  MOUNTAIN (1973)
 QM0039
 QM0039                         *CURRENT SURVEY CONTROL
 QM0039  ___________________________________________________________________
 QM0039* NAD 83(1991)-  45 12 05.56269(N)    088 29 27.67925(W)     ADJUSTED  
 QM0039* NAVD 88     -       323.576  (meters)    1061.60   (feet)  ADJUSTED  
 QM0039  ___________________________________________________________________
 QM0039  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 QM0039  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 QM0039  DYNAMIC HT  -         323.541 (meters)    1061.48  (feet)  COMP
 QM0039  MODELED GRAV-     980,499.8   (mgal)                       NAVD 88
 QM0039
 QM0039  HORZ ORDER  -  FIRST
 QM0039  VERT ORDER  -  FIRST     CLASS II
 QM0039
 QM0039.The horizontal coordinates were established by classical geodetic methods
 QM0039.and adjusted by the National Geodetic Survey in November 1991..
 QM0039
 QM0039.The orthometric height was determined by differential leveling
 QM0039.and adjusted by the National Geodetic Survey in June 1991..
 QM0039
 QM0039.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0039
 QM0039.The geoid height was determined by GEOID03.
 QM0039
 QM0039.The dynamic height is computed by dividing the NAVD 88
 QM0039.geopotential number by the normal gravity value computed on the
 QM0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0039.degrees latitude (g = 980.6199 gals.).
 QM0039
 QM0039.The modeled gravity was interpolated from observed gravity values.
 QM0039
 QM0039;                    North         East     Units Scale Factor Converg.
 QM0039;SPC WI C     -   153,137.937   718,548.339   MT  0.99995681   +1 03 52.9
 QM0039;SPC WI C     -   502,420.05  2,357,437.34   sFT  0.99995681   +1 03 52.9
 QM0039;UTM  16      - 5,006,421.233   382,897.448   MT  0.99976861   -1 03 29.3
 QM0039
 QM0039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0039!SPC WI C     -   0.99995485  x   0.99995681  =   0.99991167
 QM0039!UTM  16      -   0.99995485  x   0.99976861  =   0.99972347
 QM0039
 QM0039:                Primary Azimuth Mark                     Grid Az
 QM0039:SPC WI C     -  GRAVEL                                   134 57 28.0
 QM0039:UTM  16      -  GRAVEL                                   137 04 50.2
 QM0039
 QM0039|---------------------------------------------------------------------|
 QM0039| PID    Reference Object                     Distance      Geod. Az  |
 QM0039|                                                           dddmmss.s |
 QM0039| QM0040 GRAVEL                              APPROX. 0.7 KM 1360120.9 |
 QM0039|---------------------------------------------------------------------|
 QM0039
 QM0039                          SUPERSEDED SURVEY CONTROL
 QM0039
 QM0039  NAD 83(1986)-  45 12 05.57089(N)    088 29 27.71702(W) AD(       ) 1
 QM0039  NAD 27      -  45 12 05.61900(N)    088 29 27.31300(W) AD(       ) 1
 QM0039  NGVD 29 (??/??/92)  323.574  (m)         1061.59   (f) ADJ UNCH    1 2
 QM0039
 QM0039.Superseded values are not recommended for survey control.
 QM0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0039.See file dsdata.txt to determine how the superseded data were derived.
 QM0039
 QM0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8289706421(NAD 83)
 QM0039_MARKER: DS = TRIANGULATION STATION DISK
 QM0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0039
 QM0039  HISTORY     - Date     Condition        Report By
 QM0039  HISTORY     - 1921     MONUMENTED       CGS
 QM0039  HISTORY     - 1922     GOOD             NGS
 QM0039  HISTORY     - 1952     MARK NOT FOUND   USGS
 QM0039  HISTORY     - 1973     MARK NOT FOUND   USGS
 QM0039  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0039
 QM0039                          STATION DESCRIPTION
 QM0039
 QM0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0039'STATION IS ABOUT 1-1/2 MILES N OF MOUNTAIN, 225 METERS N OF
 QM0039'MILEPOST G.B. 58, 17.215 METERS (56.49 FEET) W OF THE W RAIL
 QM0039'OF THE CHICAGO AND NORTHWESTERN RAILWAY.
 QM0039'
 QM0039'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 QM0039'DISKS SET IN CONCRETE.
 QM0039'
 QM0039'THE UNDERGROUND MARK IS 36 INCHES DEEP.
 QM0039
 QM0039                          STATION RECOVERY (1922)
 QM0039
 QM0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 QM0039'1.4 MI N FROM MOUNTAIN.
 QM0039'ABOUT 1-1/2 MILES NORTH OF MOUNTAIN, 225 METERS NORTH OF MILE
 QM0039'POST G. B. 58, 17.215 METERS (56.49 FEET) WEST OF THE WEST RAIL
 QM0039'OF THE C. AND N. W. RY.
 QM0039
 QM0039                          STATION RECOVERY (1952)
 QM0039
 QM0039'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 QM0039'MARK NOT FOUND.
 QM0039
 QM0039                          STATION RECOVERY (1973)
 QM0039
 QM0039'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (RLJ)
 QM0039'THE MILEPOST IS GONE AND NO OTHER ADEQUATE DESCRIPTION GIVEN.
 QM0039'MARK IS PROBABLY THERE BUT ALMOST IMPOSSIBLE TO LOCATE DUE TO
 QM0039'THICK UNDER BRUSH COVER.
 QM0039
 QM0039                          STATION RECOVERY (1985)
 QM0039
 QM0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0822 ***********************************************************************
 RM0822  DESIGNATION -  IDLER
 RM0822  PID         -  RM0822
 RM0822  STATE/COUNTY-  WI/SAWYER
 RM0822  USGS QUAD   -  SEELEY (1976)
 RM0822
 RM0822                         *CURRENT SURVEY CONTROL
 RM0822  ___________________________________________________________________
 RM0822* NAD 83(1991)-  46 04 16.11958(N)    091 15 54.67191(W)     ADJUSTED  
 RM0822* NAVD 88     -       438.62   (+/-2cm)    1439.0    (feet)  VERTCON   
 RM0822  ___________________________________________________________________
 RM0822  LAPLACE CORR-          -7.76  (seconds)                    DEFLEC99
 RM0822  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 RM0822
 RM0822  HORZ ORDER  -  THIRD
 RM0822  VERT ORDER  -  THIRD ? (See Below)
 RM0822
 RM0822.The horizontal coordinates were established by classical geodetic methods
 RM0822.and adjusted by the National Geodetic Survey in March 1999..
 RM0822
 RM0822.The NAVD 88 height was computed by applying the VERTCON shift value to
 RM0822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RM0822.The vertical order pertains to the NGVD 29 superseded value.
 RM0822
 RM0822.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0822
 RM0822.The geoid height was determined by GEOID03.
 RM0822
 RM0822;                    North         East     Units Scale Factor Converg.
 RM0822;SPC WI N     -   101,306.777   502,129.504   MT  0.99994676   -0 54 45.6
 RM0822;SPC WI N     -   332,370.65  1,647,403.21   sFT  0.99994676   -0 54 45.6
 RM0822;UTM  15      - 5,103,415.133   634,157.606   MT  0.99982126   +1 14 58.6
 RM0822
 RM0822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0822!SPC WI N     -   0.99993581  x   0.99994676  =   0.99988257
 RM0822!UTM  15      -   0.99993581  x   0.99982126  =   0.99975708
 RM0822
 RM0822|---------------------------------------------------------------------|
 RM0822| PID    Reference Object                     Distance      Geod. Az  |
 RM0822|                                                           dddmmss.s |
 RM0822| CJ3109 IDLER RM 1                           21.150 METERS 09419     |
 RM0822| RM0883 HAYWARD RESET                       APPROX.13.5 KM 2354122.7 |
 RM0822| RM0825 STATE POL RAD STA KSB 431 MAST      APPROX.13.3 KM 2412136.9 |
 RM0822| CJ3108 IDLER AZ MK                                        2790504.9 |
 RM0822| CJ3111 IDLER RM 3                           10.285 METERS 27953     |
 RM0822| CJ3110 IDLER RM 2                           29.105 METERS 34840     |
 RM0822|---------------------------------------------------------------------|
 RM0822
 RM0822                          SUPERSEDED SURVEY CONTROL
 RM0822
 RM0822  NAD 83(1991)-  46 04 16.11906(N)    091 15 54.67140(W) AD(       ) 3
 RM0822  NAD 83(1986)-  46 04 16.11424(N)    091 15 54.66714(W) AD(       ) 3
 RM0822  NAD 27      -  46 04 16.27000(N)    091 15 54.02700(W) AD(       ) 3
 RM0822  NGVD 29 (07/19/86)  438.64   (m)         1439.1    (f) LEVELING    3  
 RM0822
 RM0822.Superseded values are not recommended for survey control.
 RM0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0822.See file dsdata.txt to determine how the superseded data were derived.
 RM0822
 RM0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM3415803415(NAD 83)
 RM0822_MARKER: DS = TRIANGULATION STATION DISK
 RM0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0822
 RM0822  HISTORY     - Date     Condition        Report By
 RM0822  HISTORY     - 1952     MONUMENTED       CGS
 RM0822  HISTORY     - 1967     GOOD             CGS
 RM0822
 RM0822                          STATION DESCRIPTION
 RM0822
 RM0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 RM0822'THE STATION IS LOCATED ABOUT 11 MILES EAST-NORTHEAST OF HAYWARD,
 RM0822'9-1/2 MILES SOUTH OF CABLE, 5-1/2 MILES SOUTHEAST OF SEELEY, 3-1/2
 RM0822'MILES WEST OF THE JUNCTION OF STATE HIGHWAY 77 AND COUNTY ROUTE A
 RM0822'AND 175 FEET SOUTHWEST OF A RED BARN WHICH IS ON THE NORTH SIDE
 RM0822'OF STATE HIGHWAY 77.
 RM0822'
 RM0822'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27,
 RM0822'STATE HIGHWAY 77 AND U.S. HIGHWAY 63 IN HAYWARD, GO NORTHEAST ON
 RM0822'STATE HIGHWAY 77 AND U.S. HIGHWAY 63 FOR 0.3 MILE, KEEP RIGHT AND
 RM0822'GO EASTERLY ON STATE HIGHWAY 77 FOR 11.9 MILES TO THE JUNCTION OF
 RM0822'COUNTY ROAD 00, CONTINUE EAST ON STATE HIGHWAY 77 FOR 0.4 MILE TO
 RM0822'THE AZIMUTH MARK ON THE LEFT, 0.05 MILE EAST OF THE SUMMIT OF A
 RM0822'KNOLL.  CONTINUE EAST ON STATE HIGHWAY 77 FOR 0.15 MILE TO A
 RM0822'SIDE KNOLL.  CONTINUE EAST ON STATE HIGHWAY 77 FOR 0.15 MILE
 RM0822'TO A SIDE ROAD RIGHT AND A GROCERY STORE AND SERVICE STATION
 RM0822'IN THE SOUTHWEST CORNER OF THE INTERSECTION, CONTINUE EAST ON
 RM0822'STATE HIGHWAY 77 FOR 0.15 MILE TO A PRIVATE DRIVEWAY ON THE
 RM0822'LEFT, A FENCE CORNER ON THE RIGHT AND THE STATION ON THE
 RM0822'RIGHT.
 RM0822'
 RM0822'THE STATION MARK, STAMPED IDLER 1952, IS A STANDARD DISK SET
 RM0822'IN A SQUARE CONCRETE POST THAT IS 1 FOOT BELOW THE SURFACE OF THE
 RM0822'GROUND.  IT IS 47 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY
 RM0822'77, 20 FEET SOUTHWEST OF A TELEPHONE POLE AND 7 FEET SUTH OF A
 RM0822'WITNESS POST.
 RM0822'
 RM0822'REFERENCE MARK NO. 1, STAMPED IDLER NO 1 1952, IS A STANDARD
 RM0822'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 5 INCHES.  IT IS
 RM0822'16 FEET EAST OF THE FENCE CORNER AND 2 FEET SOUTH OF THE FENCE
 RM0822'LINE.
 RM0822'
 RM0822'REFERENCE MARK NO. 2, STAMPED IDLER NO 2 1952, IS A STANDARD
 RM0822'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 5 INCHES.  IT IS
 RM0822'47 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 77, 12 FEET
 RM0822'EAST OF THE CENTER OF A PRIVATE DRIVEWAY AND 1 FOOT SOUTH OF A
 RM0822'FENCE LINE.
 RM0822'
 RM0822'THE AZIMUTH MARK, STAMPED IDLER 1952, IS A STANDARD DISK SET IN
 RM0822'A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 28 FEET
 RM0822'NORTH OF THE CENTER LINE OF STATE HIGHWAY 77, 10 FEET SOUTHWEST
 RM0822'OF A SIGN READING CONSOLIDATED LBR. CO COMPLETE BLDG SERVICE,
 RM0822'3 FEET SOUTH OF A WITNESS POST AND ON A BANK 4 FEET HIGHER THAN
 RM0822'THE SURFACE OF THE HIGHWAY.
 RM0822'
 RM0822'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 RM0822
 RM0822                          STATION RECOVERY (1967)
 RM0822
 RM0822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 RM0822'THE STATION MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION.
 RM0822'THE AZIMUTH MARK HAS BEEN GRADED OUT BY ROAD CONSTRUCTION AND
 RM0822'SHOULD BE CONSIDERED AS LOST.  REFERENCE MARK 2 WAS FOUND UPROOTED
 RM0822'BY A SNOW PLOW AND SHOULD BE CONSIDERED AS LOST.  THERE WAS NO
 RM0822'OBJECT TO ESTABLISH A NEW AZIMUTH MARK FROM AND A REFERENCE MARK
 RM0822'3 WAS ESTABLISHED.  THE PREVIOUS DESCRIPTION IS ADEQUATE WITH
 RM0822'THE BELOW CHANGES.
 RM0822'
 RM0822'THE STATION MARK IS 3 FEET SOUTH OF A FENCE, 1 FOOT SOUTH OF A
 RM0822'METAL WITNESS POST.  THE TELEPHONE POLE MENTIONED PREVIOUSLY IS
 RM0822'GONE.
 RM0822'
 RM0822'REFERENCE MARK 1 IS 43 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND
 RM0822'1 FOOT SOUTH OF THE FENCE.  THE MONUMENT PROJECTS 4 INCHES.
 RM0822'
 RM0822'REFERENCE MARK 3 IS 42 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 RM0822'34 FEET WEST OF THE WITNESS POST, AND SET IN AN EAST-WEST FENCE
 RM0822'LINE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED IDLER
 RM0822'NO 3 1952 1967.
 RM0822'
 RM0822'THE TO REACH FROM HAYWARD TO COUNTY ROAD 00 SHOULD BE 11.3 MILES
 RM0822'INSTEAD OF 11.9 MILES.
 RM0822'
 RM0822'STATION IS ON PROPERTY OWNED BY MR. E. PHILLIPS.
 RM0822'
 RM0822'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 RM0822'
 RM0822'AIRLINE DISTANCE AND DIRECTION FROM NEAREAST TOWN--11 MILES
 RM0822'NORTHEAST OF HAYWARD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0101 ***********************************************************************
 QM0101  DESIGNATION -  IKEY
 QM0101  PID         -  QM0101
 QM0101  STATE/COUNTY-  WI/OCONTO
 QM0101  USGS QUAD   -  TOWNSEND (1972)
 QM0101
 QM0101                         *CURRENT SURVEY CONTROL
 QM0101  ___________________________________________________________________
 QM0101* NAD 83(1991)-  45 15 00.98778(N)    088 30 38.28298(W)     ADJUSTED  
 QM0101* NAVD 88     -       365.108  (meters)    1197.86   (feet)  ADJUSTED  
 QM0101  ___________________________________________________________________
 QM0101  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 QM0101  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 QM0101  DYNAMIC HT  -         365.068 (meters)    1197.73  (feet)  COMP
 QM0101  MODELED GRAV-     980,497.4   (mgal)                       NAVD 88
 QM0101
 QM0101  HORZ ORDER  -  FIRST
 QM0101  VERT ORDER  -  FIRST     CLASS II
 QM0101
 QM0101.The horizontal coordinates were established by classical geodetic methods
 QM0101.and adjusted by the National Geodetic Survey in November 1991..
 QM0101
 QM0101.The orthometric height was determined by differential leveling
 QM0101.and adjusted by the National Geodetic Survey in June 1991..
 QM0101
 QM0101.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0101
 QM0101.The geoid height was determined by GEOID03.
 QM0101
 QM0101.The dynamic height is computed by dividing the NAVD 88
 QM0101.geopotential number by the normal gravity value computed on the
 QM0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0101.degrees latitude (g = 980.6199 gals.).
 QM0101
 QM0101.The modeled gravity was interpolated from observed gravity values.
 QM0101
 QM0101;                    North         East     Units Scale Factor Converg.
 QM0101;SPC WI C     -   158,523.937   716,908.426   MT  0.99996200   +1 03 03.1
 QM0101;SPC WI C     -   520,090.62  2,352,057.06   sFT  0.99996200   +1 03 03.1
 QM0101;UTM  16      - 5,011,863.268   381,458.487   MT  0.99977278   -1 04 22.7
 QM0101
 QM0101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0101!SPC WI C     -   0.99994832  x   0.99996200  =   0.99991032
 QM0101!UTM  16      -   0.99994832  x   0.99977278  =   0.99972111
 QM0101
 QM0101|---------------------------------------------------------------------|
 QM0101| PID    Reference Object                     Distance      Geod. Az  |
 QM0101|                                                           dddmmss.s |
 QM0101| QM0100 EARL                                301.228 METERS 00427     |
 QM0101| QM0102 MEQUON                              APPROX. 0.6 KM 1401332.8 |
 QM0101|---------------------------------------------------------------------|
 QM0101
 QM0101                          SUPERSEDED SURVEY CONTROL
 QM0101
 QM0101  NAD 83(1986)-  45 15 00.99573(N)    088 30 38.30440(W) AD(       ) 1
 QM0101  NAD 27      -  45 15 01.10600(N)    088 30 37.92700(W) AD(       ) 1
 QM0101  NGVD 29 (??/??/92)  365.106  (m)         1197.85   (f) ADJ UNCH    1 2
 QM0101
 QM0101.Superseded values are not recommended for survey control.
 QM0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0101.See file dsdata.txt to determine how the superseded data were derived.
 QM0101
 QM0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8145811863(NAD 83)
 QM0101_MARKER: DS = TRIANGULATION STATION DISK
 QM0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0101
 QM0101  HISTORY     - Date     Condition        Report By
 QM0101  HISTORY     - 1921     MONUMENTED       CGS
 QM0101  HISTORY     - 1922     GOOD             NGS
 QM0101  HISTORY     - 1934     GOOD             NGS
 QM0101  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0101
 QM0101                          STATION DESCRIPTION
 QM0101
 QM0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0101'STATION IS ABOUT 5-1/4 MILES N OF MOUNTAIN, 175 METERS N OF
 QM0101'MILEPOST G.B. 61, 19.43 METERS W OF THE W RAIL OF THE CHICAGO
 QM0101'AND NORTHWESTERN RAILWAY.
 QM0101'
 QM0101'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 QM0101'DISKS SET IN CONCRETE.
 QM0101
 QM0101                          STATION RECOVERY (1922)
 QM0101
 QM0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 QM0101'4 MI S FROM LAKEWOOD.
 QM0101'ABOUT 5-1/4 MILES NORTH OF MOUNTAIN, 175 METERS NORTH OF MILE-POST
 QM0101'G.B. 61, 19.43 METERS WEST OF THE WEST RAIL OF THE C. AND N.W. RY.
 QM0101
 QM0101                          STATION RECOVERY (1934)
 QM0101
 QM0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QM0101'RECOVERED IN GOOD CONDITION.
 QM0101
 QM0101                          STATION RECOVERY (1985)
 QM0101
 QM0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0101'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC9053 ***********************************************************************
 AC9053  DESIGNATION -  INDIAN CREEK
 AC9053  PID         -  AC9053
 AC9053  STATE/COUNTY-  WI/POLK
 AC9053  USGS QUAD   -  INDIAN CREEK (1982)
 AC9053
 AC9053                         *CURRENT SURVEY CONTROL
 AC9053  ___________________________________________________________________
 AC9053* NAD 83(1997)-  45 42 17.13496(N)    092 11 12.25157(W)     ADJUSTED  
 AC9053* NAVD 88     -       349.2    (meters)    1146.     (feet)  GPS OBS   
 AC9053  ___________________________________________________________________
 AC9053  X           -    -170,257.723 (meters)                     COMP
 AC9053  Y           -  -4,458,841.666 (meters)                     COMP
 AC9053  Z           -   4,542,621.157 (meters)                     COMP
 AC9053  LAPLACE CORR-         -10.59  (seconds)                    DEFLEC99
 AC9053  ELLIP HEIGHT-         321.19  (meters)          (09/30/02) GPS OBS
 AC9053  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 AC9053
 AC9053  HORZ ORDER  -  FIRST
 AC9053  ELLP ORDER  -  SECOND    CLASS I
 AC9053
 AC9053.The horizontal coordinates were established by GPS observations
 AC9053.and adjusted by the National Geodetic Survey in September 2002..
 AC9053
 AC9053.The orthometric height was determined by GPS observations and a
 AC9053.high-resolution geoid model.
 AC9053
 AC9053.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9053
 AC9053.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9053
 AC9053.The ellipsoidal height was determined by GPS observations
 AC9053.and is referenced to NAD 83.
 AC9053
 AC9053.The geoid height was determined by GEOID03.
 AC9053
 AC9053;                    North         East     Units Scale Factor Converg.
 AC9053;SPC WI C     -   210,256.554   429,722.340   MT  1.00004544   -1 32 34.5
 AC9053;SPC WI C     -   689,816.71  1,409,847.38   sFT  1.00004544   -1 32 34.5
 AC9053;UTM  15      - 5,061,566.715   563,306.912   MT  0.99964927   +0 34 55.6
 AC9053
 AC9053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9053!SPC WI C     -   0.99994965  x   1.00004544  =   0.99999509
 AC9053!UTM  15      -   0.99994965  x   0.99964927  =   0.99959894
 AC9053
 AC9053                          SUPERSEDED SURVEY CONTROL
 AC9053
 AC9053  NAD 83(1991)-  45 42 17.13462(N)    092 11 12.24989(W) AD(       ) 1
 AC9053  ELLIP H (06/10/97)  321.21   (m)                       GP(       ) 2 1
 AC9053
 AC9053.Superseded values are not recommended for survey control.
 AC9053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9053.See file dsdata.txt to determine how the superseded data were derived.
 AC9053
 AC9053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6330761567(NAD 83)
 AC9053_MARKER: DD = SURVEY DISK
 AC9053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9053_STAMPING: INDIAN CREEK 220 1995
 AC9053_MARK LOGO: WIDT  
 AC9053_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC9053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9053+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2005
 AC9053
 AC9053  HISTORY     - Date     Condition        Report By
 AC9053  HISTORY     - 1995     MONUMENTED       WI-095
 AC9053  HISTORY     - 19970712 GOOD             WOOLPT
 AC9053  HISTORY     - 20051025 GOOD             WIDT
 AC9053
 AC9053                          STATION DESCRIPTION
 AC9053
 AC9053'DESCRIBED BY POLK COUNTY WISCONSIN 1995 (TEC)
 AC9053'THE STATION IS LOCATED 14 MI (22.5 KM) NORTHEAST OF VILLAGE OF
 AC9053'FREDERIC, WISCONSIN IN THE SOUTHWEST QUARTER OF NORTHEAST QUARTER OF
 AC9053'SECTION 11, T.37N., R.15W., 4TH P.M.  TOWN OF LORAIN, POLK COUNTY. TO
 AC9053'REACH THE STATION BEGIN WHERE STATE HIGHWAY 35 INTERSECTS COUNTY TRUNK
 AC9053'HIGHWAY W, GO NORTH 7 MI (11.3 KM) TO THE INTERSECTION OF STATE
 AC9053'HIGHWAY 35 AND COUNTY TRUNK HIGHWAY E, GO EAST 11.5 MI (18.5 KM) TO
 AC9053'THE STATION.  THE STATION IS LOCATED APPROXIMATELY 100 FEET (30.5 M)
 AC9053'NORTHEASTERLY OF COUNTY TRUNK HIGHWAY E, APPROXIMATELY 70 FEET (21.3
 AC9053'M) SOUTHEASTERLY OF COUNTY TRUNK HIGHWAY EE.  THE STATION IS A BRASS
 AC9053'CAP, SET IN A 1.3 FOOT (0.4 M) DIAMETER BY 6 FOOT (1.8 M) DEEP
 AC9053'CONCRETE MONUMENT FLUSH WITH GROUND SURFACE.  A PLASTIC WITNESS POST
 AC9053'IS SET 2 FEET (0.6 M) FROM THE STATION.
 AC9053
 AC9053                          STATION RECOVERY (1997)
 AC9053
 AC9053'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1997 (ARL)
 AC9053'RECOVERED AS DESCRIBED.
 AC9053
 AC9053                          STATION RECOVERY (2005)
 AC9053
 AC9053'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AC9053'RECOVERED IN GOOD CONDITION.  AN ALTERNATIVE TO REACH FOLLOWS-- FROM
 AC9053'THE JUNCTION OF STATE HIGHWAY 48 WITH COUNTY HIGHWAY E NORTH (10TH
 AC9053'STREET) ABOUT 1 MILE WEST OF THE POLK-BARRON COUNTY LINE, GO NORTH ON
 AC9053'COUNTY HIGHWAY E FOR 4.7 MILES TO COUNTY HIGHWAY W LEFT,
 AC9053'CONTINUE NORTH ON COUNTY HIGHWAY E FOR 4.9 MILES TO A CURVE TO THE
 AC9053'LEFT AND COUNTY HIGHWAY EE (15TH STREET) RIGHT, TURN RIGHT AND GO
 AC9053'NORTHEAST ON COUNTY HIGHWAY EE FOR 30 M TO THE STATION ON THE RIGHT.
 AC9053'ADD-- THE STATION IS 1.0 M SOUTHEAST, 1.0 M NORTH, AND 1.0 M
 AC9053'WEST-SOUTHWEST OF THREE ORANGE 4X4 PLASTIC GUARD POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0687 ***********************************************************************
 QM0687  DESIGNATION -  INDIAN LOOKOUT TOWER 1952
 QM0687  PID         -  QM0687
 QM0687  STATE/COUNTY-  WI/ONEIDA
 QM0687  USGS QUAD   -  SUGAR CAMP (1970)
 QM0687
 QM0687                         *CURRENT SURVEY CONTROL
 QM0687  ___________________________________________________________________
 QM0687* NAD 83(1991)-  45 48 31.96101(N)    089 17 57.75022(W)     ADJUSTED  
 QM0687* NAVD 88     -       523.     (meters)    1716.     (feet)  SCALED    
 QM0687  ___________________________________________________________________
 QM0687  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 QM0687  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 QM0687
 QM0687  HORZ ORDER  -  THIRD
 QM0687
 QM0687.The horizontal coordinates were established by classical geodetic methods
 QM0687.and adjusted by the National Geodetic Survey in November 1991..
 QM0687
 QM0687.The orthometric height was scaled from a topographic map.
 QM0687
 QM0687.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0687
 QM0687.The geoid height was determined by GEOID03.
 QM0687
 QM0687;                    North         East     Units Scale Factor Converg.
 QM0687;SPC WI N     -    71,617.857   654,456.657   MT  0.99996486   +0 30 19.5
 QM0687;SPC WI N     -   234,966.25  2,147,163.22   sFT  0.99996486   +0 30 19.5
 QM0687;UTM  16      - 5,075,384.011   321,343.340   MT  0.99999241   -1 38 56.9
 QM0687
 QM0687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0687!SPC WI N     -   0.99992303  x   0.99996486  =   0.99988790
 QM0687!UTM  16      -   0.99992303  x   0.99999241  =   0.99991544
 QM0687
 QM0687                          SUPERSEDED SURVEY CONTROL
 QM0687
 QM0687  NAD 83(1986)-  45 48 31.95675(N)    089 17 57.74708(W) AD(       ) 3
 QM0687  NAD 27      -  45 48 32.11000(N)    089 17 57.26400(W) AD(       ) 3
 QM0687
 QM0687.Superseded values are not recommended for survey control.
 QM0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0687.See file dsdata.txt to determine how the superseded data were derived.
 QM0687
 QM0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR2134375384(NAD 83)
 QM0687_MARKER: DS = TRIANGULATION STATION DISK
 QM0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0687_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QM0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0687+STABILITY: SURFACE MOTION
 QM0687_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0687+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2005
 QM0687
 QM0687  HISTORY     - Date     Condition        Report By
 QM0687  HISTORY     - 1952     MONUMENTED       CGS
 QM0687  HISTORY     - 20051005 GOOD             WIDT
 QM0687
 QM0687                          STATION DESCRIPTION
 QM0687
 QM0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QM0687'THE STATION IS LOCATED ABOUT 8 MILES SOUTH-SOUTHWEST OF EAGLE
 QM0687'RIVER, 5-1/2 MILES WEST OF THE TOWN OF THREE LAKES, 1-1/4
 QM0687'MILES EAST OF STATE HIGHWAY 17 AND ON THE SOUTHWEST QUARTER
 QM0687'OF SEC. 6, T. 38 N., R. 10 E.
 QM0687'
 QM0687'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 8
 QM0687'AND STATE HIGHWAY 17 IN RHINELANDER, GO NORTH ON STATE HIGHWAY
 QM0687'17 FOR 12.7 MILES TO THE JUNCTION WITH COUNTY ROAD A, CONTINUE
 QM0687'NORTH ON STATE HIGHWAY 17 FOR 1.5 MILES TO A PAVED SIDE ROAD
 QM0687'RIGHT, TURN RIGHT AND GO EASTERLY FOR 0.9 MILE TO A SIDE
 QM0687'ROAD LEFT, TURN LEFT AND GO NORTHERLY FOR 0.1 MILE TO THE
 QM0687'STATION AS DESCRIBED.
 QM0687'
 QM0687'THE STATION MARK IS LOCATED IN THE CENTER OF THE BASE OF THE
 QM0687'INDIAN WISCONSIN CONSERVATION LOOKOUT TOWER.  IT IS A STANDARD
 QM0687'TRIANGULATION STATION DISK SET IN A SQUARE CONCRETE MONUMENT
 QM0687'THAT PROJECTS 2 INCHES.  THE DISK IS STAMPED INDIAN L. O. T. 1952.
 QM0687'
 QM0687'NO REFERENCE MARKS WERE SET AT THIS STATION AND THE STATION
 QM0687'WAS NOT OCCUPIED.  POINT OBSERVED UPON, A LIGHT SET VERTICALLY
 QM0687'ABOVE THE MARK.
 QM0687
 QM0687                          STATION RECOVERY (2005)
 QM0687
 QM0687'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0687'RECOVERED IN GOOD CONDITION. --ADD THE STATION IS 30 M NORTH OF THE
 QM0687'CENTER OF THE INTERSECTION OF TOWER ROAD AND EAST TOWER ROAD, 4.72 M
 QM0687'WEST OF THE SOUTHEAST LEG OF THE INDIAN LOOKOUT TOWER, 1.0 M EAST OF
 QM0687'AN ORANGE FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0549 ***********************************************************************
 QL0549  DESIGNATION -  INLET 1934
 QL0549  PID         -  QL0549
 QL0549  STATE/COUNTY-  WI/MARINETTE
 QL0549  USGS QUAD   -  BEAR POINT (1982)
 QL0549
 QL0549                         *CURRENT SURVEY CONTROL
 QL0549  ___________________________________________________________________
 QL0549* NAD 83(1991)-  45 18 00.33226(N)    087 50 21.42881(W)     ADJUSTED  
 QL0549* NAVD 88     -       238.     (meters)     781.     (feet)  SCALED    
 QL0549  ___________________________________________________________________
 QL0549  LAPLACE CORR-          -6.30  (seconds)                    DEFLEC99
 QL0549  GEOID HEIGHT-         -36.37  (meters)                     GEOID03
 QL0549
 QL0549  HORZ ORDER  -  FIRST
 QL0549
 QL0549.The horizontal coordinates were established by classical geodetic methods
 QL0549.and adjusted by the National Geodetic Survey in November 1991..
 QL0549
 QL0549.The orthometric height was scaled from a topographic map.
 QL0549
 QL0549.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0549
 QL0549.The geoid height was determined by GEOID03.
 QL0549
 QL0549;                    North         East     Units Scale Factor Converg.
 QL0549;SPC WI C     -   165,242.735   769,448.409   MT  0.99996805   +1 31 28.4
 QL0549;SPC WI C     -   542,133.87  2,524,431.99   sFT  0.99996805   +1 31 28.4
 QL0549;UTM  16      - 5,016,630.310   434,197.671   MT  0.99965324   -0 35 47.7
 QL0549
 QL0549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0549!SPC WI C     -   0.99996839  x   0.99996805  =   0.99993644
 QL0549!UTM  16      -   0.99996839  x   0.99965324  =   0.99962164
 QL0549
 QL0549|---------------------------------------------------------------------|
 QL0549| PID    Reference Object                     Distance      Geod. Az  |
 QL0549|                                                           dddmmss.s |
 QL0549| QL0550 MIDDLE INLET LOT USGS 1954            6.228 METERS 01822     |
 QL0549| QL0515 STEPHENSON LOOKOUT                  APPROX.24.5 KM 0565724.6 |
 QL0549| QL0548 INLET RM 1                           21.308 METERS 07301     |
 QL0549| QL0527 MENOMINEE LLOYDS DEPT STORE TK      APPROX.28.3 KM 1392251.6 |
 QL0549| QL0537 MENOMINEE HOSKIN PAPER CO STK       APPROX.29.5 KM 1393030.4 |
 QL0549| QL0536 MENOMINEE HOSKIN PAPER CO TK        APPROX.29.5 KM 1393325.7 |
 QL0549| QL0523 MENOMINEE CHRIST EVAN LUTH CH       APPROX.27.8 KM 1394100.3 |
 QL0549| QL0526 MENOMINEE JOHN DAVIS SCH STACK      APPROX.27.4 KM 1402012.6 |
 QL0549| QL0524 MENOMINEE EPIPHANY CHURCH           APPROX.27.7 KM 1402301.4 |
 QL0549| QL0525 MENOMINEE SUP SUGAR CO STACK        APPROX.28.7 KM 1405249.4 |
 QL0549| QL0528 MARINETTE TALL STEEL STACK          APPROX.29.4 KM 1411012.5 |
 QL0549| QL0541 MENOMINEE MM PAPER CO PLT 2 TK      APPROX.26.7 KM 1431253.3 |
 QL0549| QL0540 MARINETTE EVANG LUTH CHURCH         APPROX.28.4 KM 1435433.5 |
 QL0549| QL0543 MARINETTE MM PAPER PLT 1 TANK       APPROX.26.3 KM 1452823.2 |
 QL0549| QL0544 MARINETTE MM PAPER PLT 1 STACK      APPROX.26.2 KM 1453734.1 |
 QL0549| CJ5113 INLET AZ MK                                        1525001.7 |
 QL0549| CJ5114 INLET RM 2                           28.057 METERS 19229     |
 QL0549| QM0602 CEDARVILLE LOT USGS 1932            APPROX.21.8 KM 3222718.5 |
 QL0549|---------------------------------------------------------------------|
 QL0549
 QL0549                          SUPERSEDED SURVEY CONTROL
 QL0549
 QL0549  NAD 83(1986)-  45 18 00.33243(N)    087 50 21.43210(W) AD(       ) 1
 QL0549  NAD 27      -  45 18 00.42600(N)    087 50 21.03900(W) AD(       ) 1
 QL0549
 QL0549.Superseded values are not recommended for survey control.
 QL0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0549.See file dsdata.txt to determine how the superseded data were derived.
 QL0549
 QL0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR3419816630(NAD 83)
 QL0549_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QL0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0549+STABILITY: SURFACE MOTION
 QL0549
 QL0549  HISTORY     - Date     Condition        Report By
 QL0549  HISTORY     - 1934     MONUMENTED       CGS
 QL0549  HISTORY     - 1954     SEE DESCRIPTION  CGS
 QL0549  HISTORY     - 20011006 GOOD             USPSQD
 QL0549
 QL0549                          STATION DESCRIPTION
 QL0549
 QL0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QL0549'ABOUT 18
 QL0549'MILES NORTHWEST OF
 QL0549'MARINETTE, ABOUT 9 MILES NORTHEAST OF CRIVITZ,
 QL0549'AND ABOUT 7 MILES SOUTHEAST OF
 QL0549'WAUSAUKEE, IN NE 1/4 OF SEC. 20, T.
 QL0549'33 N., R. 21 E., ON LAND OWNED BY MR. ROOSE AND
 QL0549'OCCUPIED BY
 QL0549'MIDDLE INLET LOOKOUT TOWER.  TO REACH FROM MARINETTE, FOLLOW
 QL0549'COUNTY ROUTE C
 QL0549'NORTH 16 MILES TO CROSSROAD, TURN LEFT ONTO CROSSROAD
 QL0549'AND GO 5.8 MILES TO
 QL0549'T-INTERSECTION, TURN ONTO ROAD TO NORTH
 QL0549'AND FOLLOW IT 1.4 MILES TO DIM TRAIL
 QL0549'LEADING NORTH INTO WOODS,
 QL0549'THEN FOLLOW TRAIL 0.6 MILE TO LOOKOUT TOWER.  STATION
 QL0549'IS ON HIGH
 QL0549'CLEARED FLAT-TOPPED HILL, ABOUT 80 FEET SOUTH OF HIGHEST POINT OF
 QL0549'HILL, 20.48 FEET
 QL0549'SOUTH-SOUTHEAST OF CENTER OF MIDDLE INLET LOOKOUT
 QL0549'TOWER, 19-1/2 FEET SOUTHWEST OF
 QL0549'SOUTHEAST LEG, 11 FEET SOUTH OF
 QL0549'SOUTHWEST LEG, AND AT END OF TRAIL UP HILL.
 QL0549'SURFACE AND UNDERGROUND
 QL0549'MARKS ARE STANDARD STATION DISKS IN CONCRETE NOTES 1B AND
 QL0549'7A, UPPER
 QL0549'MARK PROJECTS 6 INCHES ABOVE GROUND.  REFERENCE AND
 QL0549'AZIMUTH MARKS ARE STANDARD
 QL0549'REFERENCE DISKS IN CONCRETE, NOTE 11B,
 QL0549'PROJECTING 10 INCHES ABOVE GROUND.  NO. 1 IS
 QL0549'ABOUT 50 FEET WEST
 QL0549'OF WEST SLOPE OF HILL, AND 69.85 FEET FROM STATION IN AZIMUTH
 QL0549'255 DEG 31
 QL0549'MIN.  NO. 2 IS ABOUT 10 FEET EAST OF TRAIL ON SOUTH SLOPE OF
 QL0549'HILL, AND 92.05 FEET FROM
 QL0549'STATION IN AZIMUTH 15 DEG 29 MIN.  DISTANCE
 QL0549'BETWEEN REFERENCE MARKS IS 140.28 FEET.
 QL0549'AZIMUTH MARK IS ON
 QL0549'SOUTH EDGE OF CULTIVATED FIELD, 150 FEET EAST OF
 QL0549'T-INTERSECTION,
 QL0549'100 FEET EAST OF SOUTHWEST CORNER OF FIELD, 25-1/2 FEET NORTH OF
 QL0549'CENTER LINE OF
 QL0549'EAST-AND-WEST ROAD, AND APPROXIMATELY 1.0 MILE
 QL0549'FROM STATION IN AZIMUTH 332 DEG
 QL0549'50 MIN 08 SEC.  TO REACH AZIMUTH MARK FROM
 QL0549'STATION SITE, GO 0.6 MILE TO COUNTY ROAD, TURN
 QL0549'RIGHT ONTO ROAD
 QL0549'AND GO 1.4 MILES TO T-INTERSECTION AND AZIMUTH MARK TO EAST OF
 QL0549'THIS
 QL0549'INTERSECTION.
 QL0549
 QL0549                          STATION RECOVERY (1954)
 QL0549
 QL0549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0549'THE STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED AS
 QL0549'DESCRIBED IN THE 1934
 QL0549'DESCRIPTION.  THE AZIMUTH MARK WAS FOUND TO HAVE BEEN DISTURBED.  A
 QL0549'NEW AZIMUTH MARK WAS SET.  IT IS 46
 QL0549'FEET EAST-NORTHEAST OF THE EAST AND OF A BLACK TOP ROAD AND 2 FEET
 QL0549'SOUTH EAST OF A WITNESS POST.  THE MARK
 QL0549'PROJECTS 2 INCHES AND THE DISK IS STAMPED INLET 1934 -
 QL0549'RE-SET 1954.  NOTE - 16B
 QL0549'
 QL0549'DUE TO A DENSE WOODED AREA THE AZIMUTH MARK IS NOT VISIBLE.  NO
 QL0549'DIRECTION OR TRAVERSE WAS MADE TO
 QL0549'THIS MARK.
 QL0549'
 QL0549'THE MIDDLE INLET LOOKOUT TOWER HAS BEEN BUILT OVER THE STATION MARK
 QL0549'INLET 1934- THEREFORE REFERENCE MARK
 QL0549'INLET NO 1 1934 WAS OCCUPIED.  A TRAVERSE CONNECTION WAS MADE FROM
 QL0549'INLET 1934 TO REFERENCE MARK NO 1
 QL0549'1934 AND THE DISTANCE IS SHOWN.
 QL0549'
 QL0549'A NEW TO REACH AS FOLLOWS- TO REACH FROM THE JUNCTION OF US HIGHWAY
 QL0549'141 AND COUNTY ROUTE X IN MIDDLE
 QL0549'INLET, GO EASTERLY ON COUNTY ROUTE X FOR 7.0 MILES TO A FORKS.  (THE
 QL0549'AZIMUTH MARK IS ON THE LEFT.) KEEP
 QL0549'LEFT FORK ON A GRAVEL ROAD (EAST AND NORTH FOR 0.65 MILE
 QL0549'TO A FORKS, KEEP LEFT FORK UP A HILL FOR 0.1 MILE AND
 QL0549'THE STATION.
 QL0549
 QL0549                          STATION RECOVERY (2001)
 QL0549
 QL0549'RECOVERY NOTE BY US POWER SQUADRON 2001 (BA)
 QL0549'RM 2 FOUND IN GOOD CONDITION.  AZ MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0548 ***********************************************************************
 QL0548  DESIGNATION -  INLET RM 1
 QL0548  PID         -  QL0548
 QL0548  STATE/COUNTY-  WI/MARINETTE
 QL0548  USGS QUAD   -  BEAR POINT (1982)
 QL0548
 QL0548                         *CURRENT SURVEY CONTROL
 QL0548  ___________________________________________________________________
 QL0548* NAD 83(1991)-  45 18 00.53393(N)    087 50 20.49348(W)     ADJUSTED  
 QL0548* NAVD 88     -       238.     (meters)     781.     (feet)  SCALED    
 QL0548  ___________________________________________________________________
 QL0548  LAPLACE CORR-          -6.30  (seconds)                    DEFLEC99
 QL0548  GEOID HEIGHT-         -36.37  (meters)                     GEOID03
 QL0548
 QL0548  HORZ ORDER  -  SECOND
 QL0548
 QL0548.The horizontal coordinates were established by classical geodetic methods
 QL0548.and adjusted by the National Geodetic Survey in November 1991..
 QL0548
 QL0548.The orthometric height was scaled from a topographic map.
 QL0548
 QL0548.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0548
 QL0548.The geoid height was determined by GEOID03.
 QL0548
 QL0548;                    North         East     Units Scale Factor Converg.
 QL0548;SPC WI C     -   165,249.500   769,468.614   MT  0.99996806   +1 31 29.0
 QL0548;SPC WI C     -   542,156.07  2,524,498.28   sFT  0.99996806   +1 31 29.0
 QL0548;UTM  16      - 5,016,636.321   434,218.106   MT  0.99965320   -0 35 47.0
 QL0548
 QL0548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0548!SPC WI C     -   0.99996839  x   0.99996806  =   0.99993645
 QL0548!UTM  16      -   0.99996839  x   0.99965320  =   0.99962160
 QL0548
 QL0548:                Primary Azimuth Mark                     Grid Az
 QL0548:SPC WI C     -  INLET AZ MK                              205 21 56.8
 QL0548:UTM  16      -  INLET AZ MK                              207 29 12.8
 QL0548
 QL0548|---------------------------------------------------------------------|
 QL0548| PID    Reference Object                     Distance      Geod. Az  |
 QL0548|                                                           dddmmss.s |
 QL0548| CJ5113 INLET AZ MK                                        2065325.8 |
 QL0548| CJ5114 INLET RM 2                           42.805 METERS 21812     |
 QL0548| QL0549 INLET 1934                           21.308 METERS 25301     |
 QL0548|---------------------------------------------------------------------|
 QL0548
 QL0548                          SUPERSEDED SURVEY CONTROL
 QL0548
 QL0548  NAD 83(1986)-  45 18 00.53400(N)    087 50 20.49700(W) AD(       ) 2
 QL0548  NAD 27      -  45 18 00.62800(N)    087 50 20.10400(W) AD(       ) 2
 QL0548
 QL0548.Superseded values are not recommended for survey control.
 QL0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0548.See file dsdata.txt to determine how the superseded data were derived.
 QL0548
 QL0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR3421816636(NAD 83)
 QL0548_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QL0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0548_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QL0548
 QL0548  HISTORY     - Date     Condition        Report By
 QL0548  HISTORY     - 1954     MONUMENTED       CGS
 QL0548  HISTORY     - 20011006 MARK NOT FOUND   USPSQD
 QL0548
 QL0548                          STATION DESCRIPTION
 QL0548
 QL0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0548'THE STATION IS LOCATED ABOUT 18 MILES NORTHWEST OF MARINETTE, 9 MILES
 QL0548'NORTHEAST OF CRIVITZ, 7-1/2
 QL0548'MILES EAST OF MIDDLE INLET AND ON PROPERTY OWNED BY MR. ROOSE AT THE
 QL0548'SITE OF THE MIDDLE INLET LOOKOUT
 QL0548'TOWER.  IT IS 32 FEET WEST OF A 4 INCH SPRUCE TREE AND 15
 QL0548'FEET WEST OF THE APPROXIMATE CENTER OF A TRACK
 QL0548'ROAD.  THE MARK PROJECTS 2 INCHES AND THE
 QL0548'DISK IS STAMPED INLET NO 1 1934.
 QL0548'
 QL0548'INLET 1934 IS 7 FEET SOUTHWEST OF THE NORTHEAST LEG OF THE LOOKOUT
 QL0548'TOWER.  THE MARK PROJECTS 2
 QL0548'INCHES AND THE DISK IS STAMPED INLET 1934.  A TRAVERSE CONNECTION WAS
 QL0548'MADE FROM INLET NO 1 1934 TO THE
 QL0548'STATION MARK INLET 1934 AND THE DISTANCE IS SHOWN ABOVE.
 QL0548'
 QL0548'REFERENCE MARK NO 2 IS SOUTHWEST OF THE STATION.  THE MARK PROJECTS 8
 QL0548'INCHES AND THE DISK IS STAMPED
 QL0548'INLET NO 2 1934.
 QL0548'
 QL0548'MIDDLE INLET TOWER 1935 (USGS) IS 15 FEET EAST OF THE EAST LEG OF THE
 QL0548'LOOKOUT TOWER.  THE MARK
 QL0548'IS AN 8 BY 8 INCH CONCRETE POST, PROJECTS 8 INCHES, MARKED WITH A
 QL0548'STANDARD US GEOLOGICAL BENCH MARK DISK
 QL0548'AND IT IS STAMPED MIDDLE INLET TOWER 1935.  A TRAVERSE
 QL0548'CONNECTION WAS MADE FROM STATION INLET NO 1
 QL0548'1934 TO MIDDLE INLET TOWER 1935 AND THE DISTANCE
 QL0548'IS SHOWN ABOVE.
 QL0548'
 QL0548'AZIMUTH MARK IS 46 FEET EAST-NORTHEAST OF THE EAST END OF A BLACK TOP
 QL0548'ROAD AND 2 FEET SOUTHEAST OF
 QL0548'A WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 QL0548'INLET 1934 RE SET 1954.  DUE TO A
 QL0548'DENSE WOODED AREA THE AZIMUTH MARK IS NOT VISIABLE.
 QL0548'
 QL0548'TO REACH FROM THE JUNCTION OF US HIGHWAY 141 AND COUNTY ROUTE X IN
 QL0548'MIDDLE INLET, GO EASTERLY ON
 QL0548'COUNTY ROUTE X FOR 7.0 MILES TO A FORKS.  (THE AZIMUTH MARK ON THE
 QL0548'LEFT) KEEP LEFT FORK ON A GRAVEL
 QL0548'ROAD (EAST AND NORTH) FOR 0.65 MILE TO A FORKS, KEEP LEFT FORK
 QL0548'UP A HILL FOR 0.1 MILE AND THE STATION.
 QL0548'
 QL0548'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 QL0548
 QL0548                          STATION RECOVERY (2001)
 QL0548
 QL0548'RECOVERY NOTE BY US POWER SQUADRON 2001 (BA)
 QL0548'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0815 ***********************************************************************
 RM0815  DESIGNATION -  INO
 RM0815  PID         -  RM0815
 RM0815  STATE/COUNTY-  WI/BAYFIELD
 RM0815  USGS QUAD   -  GRANDVIEW NW (1976)
 RM0815
 RM0815                         *CURRENT SURVEY CONTROL
 RM0815  ___________________________________________________________________
 RM0815* NAD 83(1991)-  46 29 11.56916(N)    091 10 33.55127(W)     ADJUSTED  
 RM0815* NAVD 88     -       322.     (meters)    1056.     (feet)  SCALED    
 RM0815  ___________________________________________________________________
 RM0815  LAPLACE CORR-         -11.89  (seconds)                    DEFLEC99
 RM0815  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 RM0815
 RM0815  HORZ ORDER  -  THIRD
 RM0815
 RM0815.The horizontal coordinates were established by classical geodetic methods
 RM0815.and adjusted by the National Geodetic Survey in November 1991..
 RM0815
 RM0815.The orthometric height was scaled from a topographic map.
 RM0815
 RM0815.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0815
 RM0815.The geoid height was determined by GEOID03.
 RM0815
 RM0815;                    North         East     Units Scale Factor Converg.
 RM0815;SPC WI N     -   147,368.156   509,712.806   MT  0.99996080   -0 50 54.0
 RM0815;SPC WI N     -   483,490.36  1,672,282.76   sFT  0.99996080   -0 50 54.0
 RM0815;UTM  15      - 5,149,724.803   639,993.324   MT  0.99984090   +1 19 22.8
 RM0815
 RM0815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0815!SPC WI N     -   0.99995426  x   0.99996080  =   0.99991506
 RM0815!UTM  15      -   0.99995426  x   0.99984090  =   0.99979516
 RM0815
 RM0815|---------------------------------------------------------------------|
 RM0815| PID    Reference Object                     Distance      Geod. Az  |
 RM0815|                                                           dddmmss.s |
 RM0815| CJ3116 INO RM 1                             13.665 METERS 08247     |
 RM0815| CJ3115 INO AZ MK                                          2640425.8 |
 RM0815| CJ3117 INO RM 2                             25.695 METERS 27903     |
 RM0815|---------------------------------------------------------------------|
 RM0815
 RM0815                          SUPERSEDED SURVEY CONTROL
 RM0815
 RM0815  NAD 83(1986)-  46 29 11.56339(N)    091 10 33.54733(W) AD(       ) 3
 RM0815  NAD 27      -  46 29 11.75000(N)    091 10 32.86800(W) AD(       ) 3
 RM0815
 RM0815.Superseded values are not recommended for survey control.
 RM0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0815.See file dsdata.txt to determine how the superseded data were derived.
 RM0815
 RM0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM3999349725(NAD 83)
 RM0815_MARKER: DS = TRIANGULATION STATION DISK
 RM0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0815
 RM0815  HISTORY     - Date     Condition        Report By
 RM0815  HISTORY     - 1953     MONUMENTED       CGS
 RM0815  HISTORY     - 1969     POOR             USGS
 RM0815  HISTORY     - 20041128 MARK NOT FOUND   USPSQD
 RM0815
 RM0815                          STATION DESCRIPTION
 RM0815
 RM0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 RM0815'THE STATION IS LOCATED ABOUT 14 MILES SOUTHWEST OF ASHLAND,
 RM0815'5 MILES NORTHWEST OF INO AND 4 MILES EAST-NORTHEAST OF DELTA
 RM0815'ON THE SOUTH RIGHT-OF-WAY OF COUNTY ROUTE H.  IT IS 46 FEET
 RM0815'SOUTH OF THE CENTER OF COUNTY ROUTE H, 12 FEET SOUTHEAST
 RM0815'OF A FENCE CORNER AND 8 FEET EAST OF A FENCE AND WITNESS
 RM0815'POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 RM0815'INO 1953.
 RM0815'
 RM0815'REFERENCE MARK NO. 1 IS 37 FEET SOUTH OF THE CENTER OF THE
 RM0815'ROAD.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED INO
 RM0815'NO 1 1953.
 RM0815'
 RM0815'REFERENCE MARK NO. 2 IS 76 FEET WEST OF A FENCE CORNER, 37
 RM0815'FEET SOUTH OF THE CENTER OF THE HIGHWAY AND SET IN AN EAST-WEST
 RM0815'FENCE LINE.  THE MARK PROJECTS 8 INCHES AND THE DISK IS
 RM0815'STAMPED INO NO 2 1953.
 RM0815'
 RM0815'THE AZIMUTH MARK IS 40 FEET SOUTH OF A HIGHWAY CURVE SIGN,
 RM0815'29 FEET EAST OF THE CENTER OF COUNTY ROUTE H, 2.2 FEET SOUTH
 RM0815'OF A WITNESS POST AND 2 FEET WEST OF A FENCE.  THE MARK
 RM0815'PROJECTS 8 INCHES AND THE DISK IS STAMPED INO 1953.
 RM0815'
 RM0815'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND
 RM0815'COUNTY ROUTE E AT THE SMALL VILLAGE OF INO, GO SOUTH ON COUNTY
 RM0815'ROUTE E FOR 2.9 MILES TO JUNCTION WITH COUNTY ROUTE H, TURN
 RM0815'LEFT AND GO 0.05 MILE TO THE STATION ON THE RIGHT AT A FENCE
 RM0815'CORNER.
 RM0815'
 RM0815'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON COUNTY
 RM0815'ROUTE H FOR 0.85 MILE TO WHERE THE ROAD TURNS SOUTH AND THE
 RM0815'AZIMUTH MARK ON THE LEFT JUST AFTER MAKING THE TURN.
 RM0815'
 RM0815'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 RM0815
 RM0815                          STATION RECOVERY (1969)
 RM0815
 RM0815'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (LLB)
 RM0815'STATION MARK AND R.M. NO. 1 HAVE BEEN PUSHED OVER AND
 RM0815'ARE LYING ON GROUND.  R.M. NO. 2 APPEARS TO BE UNDISTURBED.
 RM0815
 RM0815                          STATION RECOVERY (2004)
 RM0815
 RM0815'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0815'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0416 ***********************************************************************
 PM0416  DESIGNATION -  INSTITUTE
 PM0416  PID         -  PM0416
 PM0416  STATE/COUNTY-  WI/DOOR
 PM0416  USGS QUAD   -  STURGEON BAY EAST (1981)
 PM0416
 PM0416                         *CURRENT SURVEY CONTROL
 PM0416  ___________________________________________________________________
 PM0416* NAD 83(1991)-  44 52 16.75079(N)    087 19 32.40497(W)     ADJUSTED  
 PM0416* NAVD 88     -       216.     (meters)     709.     (feet)  SCALED    
 PM0416  ___________________________________________________________________
 PM0416  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 PM0416  GEOID HEIGHT-         -36.80  (meters)                     GEOID03
 PM0416
 PM0416  HORZ ORDER  -  THIRD
 PM0416
 PM0416.The horizontal coordinates were established by classical geodetic methods
 PM0416.and adjusted by the National Geodetic Survey in November 1991..
 PM0416
 PM0416.The orthometric height was scaled from a topographic map.
 PM0416
 PM0416.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0416
 PM0416.The geoid height was determined by GEOID03.
 PM0416
 PM0416;                    North         East     Units Scale Factor Converg.
 PM0416;SPC WI C     -   118,819.095   811,283.331   MT  0.99994071   +1 53 13.0
 PM0416;SPC WI C     -   389,825.65  2,661,685.40   sFT  0.99994071   +1 53 13.0
 PM0416;UTM  16      - 4,968,707.388   474,274.988   MT  0.99960814   -0 13 47.2
 PM0416
 PM0416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0416!SPC WI C     -   0.99997191  x   0.99994071  =   0.99991262
 PM0416!UTM  16      -   0.99997191  x   0.99960814  =   0.99958006
 PM0416
 PM0416|---------------------------------------------------------------------|
 PM0416| PID    Reference Object                     Distance      Geod. Az  |
 PM0416|                                                           dddmmss.s |
 PM0416| CJ5116 INSTITUTE RM 1                       10.207 METERS 11542     |
 PM0416| CJ5117 INSTITUTE RM 2                       15.018 METERS 20123     |
 PM0416| CJ5115 INSTITUTE AZ MK                                    2775959.8 |
 PM0416|---------------------------------------------------------------------|
 PM0416
 PM0416                          SUPERSEDED SURVEY CONTROL
 PM0416
 PM0416  NAD 83(1986)-  44 52 16.74667(N)    087 19 32.39543(W) AD(       ) 3
 PM0416  NAD 27      -  44 52 16.75400(N)    087 19 32.04100(W) AD(       ) 3
 PM0416
 PM0416.Superseded values are not recommended for survey control.
 PM0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0416.See file dsdata.txt to determine how the superseded data were derived.
 PM0416
 PM0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ7427568707(NAD 83)
 PM0416_MARKER: DS = TRIANGULATION STATION DISK
 PM0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0416
 PM0416  HISTORY     - Date     Condition        Report By
 PM0416  HISTORY     - 1953     MONUMENTED       CGS
 PM0416  HISTORY     - 1989     GOOD             USPSQD
 PM0416  HISTORY     - 20010331 MARK NOT FOUND   NGS
 PM0416
 PM0416                          STATION DESCRIPTION
 PM0416
 PM0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0416'STATION IS LOCATED ALONG THE SOUTH SIDE OF STATE HIGHWAY 57 AT AN
 PM0416'ABANDONED SCHOOL HOUSE ABOUT 4 MILES NORTHEAST OF STURGEON BAY AND
 PM0416'ABOUT 1-1/2 MILES SOUTHWEST OF INSTITUTE.  IT IS 50 FEET NORTHEAST
 PM0416'OF THE NORTHEAST CORNER OF THE SCHOOL BUILDING, 42 FEET SOUTH OF THE
 PM0416'CENTER OF THE HIGHWAY AND 4 FEET WEST OF A TELEPHONE POLE AND A
 PM0416'WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 PM0416'INSTITUTE 1953.
 PM0416'
 PM0416'REFERENCE MARK NO. 1 IS 57 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 2
 PM0416'FEET WEST OF A FENCE AND 2 FEET NORTHWEST OF A POWER POLE.  THE MARK
 PM0416'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED INSTITUTE NO 1
 PM0416'1953.
 PM0416'
 PM0416'REFERENCE MARK NO. 2 IS 1 FOOT EAST OF THE NORTHEAST CORNER OF THE
 PM0416'BUILDING.  THE MARK IS FLUSH AND THE DISK IS STAMPED INSTITUTE NO 2
 PM0416'1953.
 PM0416'
 PM0416'AZIMUTH MARK IS 43 FEET SOUTH OF THE SOUTHWEST CORNER OF A SMALL
 PM0416'FRAME HOUSE, 36 FEET NORTH OF THE CENTER OF THE HIGHWAY AND 2 FEET
 PM0416'SOUTH OF A POWER POLE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 PM0416'INSTITUTE 1953.
 PM0416'
 PM0416'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 42 AND 57
 PM0416'ABOUT 3 MILES NORTHEAST OF STURGEON BAY, GO EAST ON HIGHWAY 57 FOR
 PM0416'0.4 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE EAST
 PM0416'ON THE HIGHWAY FOR 0.1 MILE TO A SCHOOL HOUSE ON THE RIGHT AND THE
 PM0416'STATION ON THE RIGHT AS DESCRIBED.
 PM0416'
 PM0416'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 PM0416
 PM0416                          STATION RECOVERY (1989)
 PM0416
 PM0416'RECOVERY NOTE BY US POWER SQUADRON 1989 (PHY)
 PM0416'RECOVERED IN GOOD CONDITION.
 PM0416
 PM0416                          STATION RECOVERY (2001)
 PM0416
 PM0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0416'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0416' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1023 ***********************************************************************
 PN1023  DESIGNATION -  IOLA
 PN1023  PID         -  PN1023
 PN1023  STATE/COUNTY-  WI/WAUPACA
 PN1023  USGS QUAD   -  BIG FALLS (1992)
 PN1023
 PN1023                         *CURRENT SURVEY CONTROL
 PN1023  ___________________________________________________________________
 PN1023* NAD 83(1991)-  44 31 44.92701(N)    089 05 44.90249(W)     ADJUSTED  
 PN1023* NAVD 88     -       345.5    (meters)    1134.     (feet)  VERTCON   
 PN1023  ___________________________________________________________________
 PN1023  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 PN1023  GEOID HEIGHT-         -36.23  (meters)                     GEOID03
 PN1023
 PN1023  HORZ ORDER  -  FIRST
 PN1023
 PN1023.The horizontal coordinates were established by classical geodetic methods
 PN1023.and adjusted by the National Geodetic Survey in November 1991..
 PN1023
 PN1023.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1023
 PN1023.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1023
 PN1023.The geoid height was determined by GEOID03.
 PN1023
 PN1023;                    North         East     Units Scale Factor Converg.
 PN1023;SPC WI C     -    77,717.473   671,869.863   MT  0.99995894   +0 38 16.7
 PN1023;SPC WI C     -   254,978.08  2,204,293.04   sFT  0.99995894   +0 38 16.7
 PN1023;UTM  16      - 4,932,783.058   333,470.477   MT  0.99994105   -1 28 12.2
 PN1023
 PN1023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1023!SPC WI C     -   0.99995151  x   0.99995894  =   0.99991045
 PN1023!UTM  16      -   0.99995151  x   0.99994105  =   0.99989257
 PN1023
 PN1023:                Primary Azimuth Mark                     Grid Az
 PN1023:SPC WI C     -  MANA                                     115 41 48.0
 PN1023:UTM  16      -  MANA                                     117 48 16.9
 PN1023
 PN1023|---------------------------------------------------------------------|
 PN1023| PID    Reference Object                     Distance      Geod. Az  |
 PN1023|                                                           dddmmss.s |
 PN1023| PN0997 MANA                                APPROX.18.0 KM 1162004.7 |
 PN1023| CJ5118 IOLA RM 1                            23.668 METERS 23907     |
 PN1023| CJ5119 IOLA RM 2                            24.583 METERS 29946     |
 PN1023|---------------------------------------------------------------------|
 PN1023
 PN1023                          SUPERSEDED SURVEY CONTROL
 PN1023
 PN1023  NAD 83(1986)-  44 31 44.92591(N)    089 05 44.90886(W) AD(       ) 1
 PN1023  NAD 27      -  44 31 44.99000(N)    089 05 44.51300(W) AD(       ) 1
 PN1023  NGVD 29 (07/19/86)  345.5    (m)         1134.     (f) VERT ANG       
 PN1023
 PN1023.Superseded values are not recommended for survey control.
 PN1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1023.See file dsdata.txt to determine how the superseded data were derived.
 PN1023
 PN1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ3347032783(NAD 83)
 PN1023_MARKER: DS = TRIANGULATION STATION DISK
 PN1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1023_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN1023
 PN1023  HISTORY     - Date     Condition        Report By
 PN1023  HISTORY     - 1954     MONUMENTED       CGS
 PN1023  HISTORY     - 1980     GOOD             NGS
 PN1023
 PN1023                          STATION DESCRIPTION
 PN1023
 PN1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 PN1023'THE STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF ODGENSBURG
 PN1023'AND 1-1/2 MILES NORTHEAST OF IOLA ON A PROMINENT WOODED RIDGE.
 PN1023'IT IS 20 FEET WEST OF A 24 INCH TRIANGLE BLAZED MAPLE AND 7 FEET
 PN1023'WEST-NORTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT
 PN1023'6 INCHES AND THE DISK IS STAMPED IOLA 1954.
 PN1023'
 PN1023'REFERENCE MARK NO. 1 IS 25 FEET EAST-SOUTHEAST OF THE CENTER
 PN1023'OF A WOODS ROAD.  THE MARK PROJECTS 8 INCHES AND THE DISK IS
 PN1023'STAMPED IOLA NO 1 1954.
 PN1023'
 PN1023'REFERENCE MARK NO. 2 IS 49 FEET WEST-NORTHWEST OF THE CENTER
 PN1023'OF THE WOODS ROAD.  THE MARK PROJECTS 8 INCHES AND THE DISK IS
 PN1023'STAMPED IOLA NO 2 1954.
 PN1023'
 PN1023'NO SUITABLE SITE WAS FOUND FOR AN AZIMUTH MARK AND NONE WAS SET.
 PN1023'
 PN1023'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 49
 PN1023'AND 161 AT THE EAST EDGE OF IOLA, GO EAST AND THEN NORTH
 PN1023'ON STATE HIGHWAY 161 FOR 1.3 MILES TO A GRAVEL SIDE ROAD
 PN1023'LEFT, TURN LEFT AND GO NORTH ON THE GRAVEL ROAD FOR 1.2
 PN1023'MILES TO WHERE THE GRAVEL ROAD TURNS LEFT, TURN LEFT AND
 PN1023'GO WEST FOR 0.05 MILE TO A WOODS ROAD RIGHT, TURN RIGHT
 PN1023'AND GO NORTH FOR ABOUT 0.15 MILE TO A FORK AND SEVERAL BLAZED
 PN1023'TREES, TAKE THE RIGHT FORK AND GO NORTHEAST FOR ABOUT 0.3
 PN1023'MILE TO THE END OF THE ROAD AND THE STATION AS DESCRIBED.
 PN1023'
 PN1023'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 PN1023
 PN1023                          STATION RECOVERY (1980)
 PN1023
 PN1023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 PN1023'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 PN1023'FOUND IN GOOD CONDITION.  IT WAS NOTED IN THE FIELD
 PN1023'THAT THE 1954 DISTANCES TO THE REFERENCE MARKS WAS A SLOPE
 PN1023'MARK TO MARK DISTANCE.  THIS DISTANCE CHECK.  A HORIZONTAL
 PN1023'DISTANCE TO THE REFERENCE MARKS WAS OBTAINED AT THIS TIME.
 PN1023'REFERENCE MARK 1 IS 23.622 METERS OR 77.50 FEET.  REFERENCE
 PN1023'MARK 2 IS 24.564 METERS OR 80.59 FEET.  THE DIRECTION TO
 PN1023'THE REFERENCE MARKS WAS NOT CHECKED AT THIS TIME.  FOLLOWING
 PN1023'IS A NEW DESCRIPTION.
 PN1023'
 PN1023'THE STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF OGDENSBURG
 PN1023'AND 1-1/2 MILES NORTHEAST OF IOLA.
 PN1023'OWNERSHIP--MR. GEORGE AANSTAD
 PN1023'ROUTE 2 IOLA, WISCONSIN
 PN1023'(PHONE NUMBER 445-2531).
 PN1023'
 PN1023'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND
 PN1023'STATE STREET (STATE HIGHWAYS 161, 49, AND COUNTY ROUTES J AND
 PN1023'G) IN IOLA, GO EAST ON STATE STREET FOR 0.4 MILES TO THE
 PN1023'JUNCTION OF STATE HIGHWAY 49 ON THE RIGHT.  CONTINUE EAST
 PN1023'AND NORTH ON STATE HIGHWAY 161 FOR 1.25 MILES TO A POINT
 PN1023'WHERE 161 TURNS RIGHT AND GOES EAST AGAIN.
 PN1023'CONTINUE STRAIGHT AHEAD, ON AANSTAD ROAD FOR 1.15 MILES
 PN1023'TO A TRACK ROAD ON THE RIGHT AT A POINT WHERE THE PAVED ROAD
 PN1023'BEARS LEFT AND A SIGN ON THE RIGHT (WAUPACA COUNTY TRAIL).
 PN1023'TURN RIGHT AND GO NORTH ON THE TRACK ROAD FOR 0.05 MILE
 PN1023'TO A CAUTION AHEAD SIGN.  CONTINUE AHEAD NORTHERLY FOR O.1
 PN1023'MILE TO A DIM WOODS ROAD ON THE RIGHT ABOUT 50 FEET BEFORE
 PN1023'REACHING A POINT WHERE THE MAIN TRAIL
 PN1023'BEARS LEFT AT AN ARROW NAILED TO A TREE.
 PN1023'TURN RIGHT AND GO EAST-SOUTHEAST ON DIM WOODS ROAD FOR 0.3
 PN1023'MILE TO A DOWNED TREE ACROSS THE ROAD AND THE STATION ABOUT
 PN1023'40 FEET AHEAD IN THE CENTER OF THE ROAD.
 PN1023'
 PN1023'THE STATION IS A STANDARD USC AND GS DISK
 PN1023'STAMPED---IOLA 1954---,
 PN1023'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 24 CM ON A SIDE
 PN1023'PROJECTING 12 CM ABOVE THE GROUND.  IT IS LOCATED
 PN1023'13.1 METERS (43 FT) NORTH-NORTHEAST FROM A 4-INCH WHITE PINE,
 PN1023'11.0 METERS (36 FT) SOUTHWEST FROM A 36-INCH RED OAK
 PN1023'TREE AND 6.1 METERS (20 FT) FROM A 36-INCH RED OAK TREE.
 PN1023'THE 1954 DATA STATES THAT THERE IS AN UNDERGROUND
 PN1023'MARK.
 PN1023'
 PN1023'REFERENCE MARK NUMBER 1 IS A STANDARD USC AND GS DISK
 PN1023'STAMPED---IOLA NO 1 1954---,
 PN1023'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 24 CM ON A SIDE
 PN1023'PROJECTING 13 CM ABOVE THE GROUND.  IT IS LOCATED
 PN1023'8.8 METERS (29 FT) SOUTH-SOUTHEAST FROM THE CENTER OF
 PN1023'THE WOODS ROAD, 4.6 METERS (15 FT) SOUTH FROM CENTER OF
 PN1023'A 4 BY 6 FOOT GRANITE ROCK PROJECTING 1.2 METERS AND
 PN1023'4.4 METERS (14.5 FT) NORTHEAST FROM AN 18-INCH WHITE
 PN1023'OAK TREE.
 PN1023'MARK IS BELOW STATION 1.5 METERS.
 PN1023'
 PN1023'REFERENCE MARK NUMBER 2 IS A STANDARD USC AND GS DISK
 PN1023'STAMPED---IOLA NO 2 1954---,
 PN1023'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 24 CM ON A SIDE
 PN1023'PROJECTING 15 CM ABOVE THE GROUND.  IT IS LOCATED
 PN1023'15.1 METERS (49.1 FT) NORTH FROM CENTER OF THE WOODS ROAD,
 PN1023'4.7 METERS (15.5 FT) WEST FROM AN 18-INCH RED OAK TREE AND
 PN1023'2.0 METERS (6.5 FT) SOUTH FROM A 20-INCH WHITE OAK TREE.
 PN1023'MARK IS BELOW STATION 1.4 METERS.
 PN1023'
 PN1023'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO THE TERRAIN.
 PN1023'
 PN1023'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 PN1023'
 PN1023'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 21.9 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB8522 ***********************************************************************
 AB8522  DESIGNATION -  IOLA
 AB8522  PID         -  AB8522
 AB8522  STATE/COUNTY-  WI/BURNETT
 AB8522  USGS QUAD   -  WEBB LAKE (1983)
 AB8522
 AB8522                         *CURRENT SURVEY CONTROL
 AB8522  ___________________________________________________________________
 AB8522* NAD 83(1997)-  46 04 13.75523(N)    092 11 42.25373(W)     ADJUSTED  
 AB8522* NAVD 88     -       303.7    (meters)     996.     (feet)  GPS OBS   
 AB8522  ___________________________________________________________________
 AB8522  X           -    -169,787.182 (meters)                     COMP
 AB8522  Y           -  -4,429,620.405 (meters)                     COMP
 AB8522  Z           -   4,570,886.258 (meters)                     COMP
 AB8522  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 AB8522  ELLIP HEIGHT-         277.22  (meters)          (01/30/03) GPS OBS
 AB8522  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 AB8522
 AB8522  HORZ ORDER  -  FIRST
 AB8522  ELLP ORDER  -  FOURTH    CLASS I
 AB8522
 AB8522.The horizontal coordinates were established by GPS observations
 AB8522.and adjusted by the National Geodetic Survey in January 2003..
 AB8522
 AB8522.The orthometric height was determined by GPS observations and a
 AB8522.high-resolution geoid model.
 AB8522
 AB8522.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8522
 AB8522.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8522
 AB8522.The ellipsoidal height was determined by GPS observations
 AB8522.and is referenced to NAD 83.
 AB8522
 AB8522.The geoid height was determined by GEOID03.
 AB8522
 AB8522;                    North         East     Units Scale Factor Converg.
 AB8522;SPC WI N     -   102,800.637   430,209.299   MT  0.99994678   -1 35 00.5
 AB8522;SPC WI N     -   337,271.76  1,411,445.01   sFT  0.99994678   -1 35 00.5
 AB8522;UTM  15      - 5,102,194.109   562,248.289   MT  0.99964763   +0 34 47.0
 AB8522
 AB8522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8522!SPC WI N     -   0.99995654  x   0.99994678  =   0.99990333
 AB8522!UTM  15      -   0.99995654  x   0.99964763  =   0.99960419
 AB8522
 AB8522                          SUPERSEDED SURVEY CONTROL
 AB8522
 AB8522  NAD 83(1991)-  46 04 13.75491(N)    092 11 42.25211(W) AD(       ) 1
 AB8522  ELLIP H (12/09/96)  277.24   (m)                       GP(       ) 4 1
 AB8522
 AB8522.Superseded values are not recommended for survey control.
 AB8522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8522.See file dsdata.txt to determine how the superseded data were derived.
 AB8522
 AB8522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6224802194(NAD 83)
 AB8522_MARKER: DD = SURVEY DISK
 AB8522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8522_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8522+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB8522
 AB8522  HISTORY     - Date     Condition        Report By
 AB8522  HISTORY     - 1993     MONUMENTED       WI-013
 AB8522
 AB8522                          STATION DESCRIPTION
 AB8522
 AB8522'DESCRIBED BY BURNETT COUNTY WISCONSIN 1993
 AB8522'THE STATION IS LOCATED 14.8 KM (9.20 MI) NORTHEAST OF THE VILLAGE OF
 AB8522'DANBURY (WHERE STATE TRUNK HIGHWAY 77 AND STATE TRUNK HIGHWAY 35
 AB8522'INTERSECT) , 24.8 KM (15.40 MI) NORTHEAST OF THE VILLAGE OF WEBSTER IN
 AB8522'THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER, SECTION 36, T42N,
 AB8522'R15W, TOWN OF BLAINE.  TO REACH THE STATION FROM THE VILLAGE OF
 AB8522'DANBURY (WHERE STATE TRUNK HIGHWAY 35 AND STATE TRUNK HIGHWAY 77
 AB8522'JUNCTION) GO NORTH ALONG STATE TRUNK HIGHWAY 35 11.86 KM (7.35 MI) TO
 AB8522'SPRING BROOK TRAIL, GO RIGHT (EAST) ALONG SPRING BROOK TRAIL 4.0 KM
 AB8522'(2.50 MI) TO THE STATION LOCATED 30 FEET (9.1 M) NORTH OF THE ROAD.
 AB8522'THE STATION IS 2.1 MI (3.4 KM) EAST OF RIVERSIDE CUT-OFF, 1.1 MI (1.8
 AB8522'KM) EAST OF MCKEE ROAD AND .97 MI (1.56 KM) WEST OF DOGTOWN ROAD.
 AB8522'FIBERGLASS WITNESS POST SET 3 FET SOUTH OF THE STATION.  THE STATION
 AB8522'MARKER IS SET IN A 30 CM ROUND CONCRETE MONUMENT 10 CM ABOVE THE
 AB8522'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0069 ***********************************************************************
 QM0069  DESIGNATION -  IOWA
 QM0069  PID         -  QM0069
 QM0069  STATE/COUNTY-  WI/FOREST
 QM0069  USGS QUAD   -  WABENO (1972)
 QM0069
 QM0069                         *CURRENT SURVEY CONTROL
 QM0069  ___________________________________________________________________
 QM0069* NAD 83(1991)-  45 29 51.26651(N)    088 39 38.35156(W)     ADJUSTED  
 QM0069* NAVD 88     -       481.207  (meters)    1578.76   (feet)  ADJUSTED  
 QM0069  ___________________________________________________________________
 QM0069  LAPLACE CORR-          -5.03  (seconds)                    DEFLEC99
 QM0069  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 QM0069  DYNAMIC HT  -         481.160 (meters)    1578.61  (feet)  COMP
 QM0069  MODELED GRAV-     980,505.0   (mgal)                       NAVD 88
 QM0069
 QM0069  HORZ ORDER  -  FIRST
 QM0069  VERT ORDER  -  FIRST     CLASS II
 QM0069
 QM0069.The horizontal coordinates were established by classical geodetic methods
 QM0069.and adjusted by the National Geodetic Survey in November 1991..
 QM0069
 QM0069.The orthometric height was determined by differential leveling
 QM0069.and adjusted by the National Geodetic Survey in June 1991..
 QM0069
 QM0069.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0069
 QM0069.The geoid height was determined by GEOID03.
 QM0069
 QM0069.The dynamic height is computed by dividing the NAVD 88
 QM0069.geopotential number by the normal gravity value computed on the
 QM0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0069.degrees latitude (g = 980.6199 gals.).
 QM0069
 QM0069.The modeled gravity was interpolated from observed gravity values.
 QM0069
 QM0069;                    North         East     Units Scale Factor Converg.
 QM0069;SPC WI N     -    37,661.023   704,681.674   MT  1.00001326   +0 57 58.2
 QM0069;SPC WI N     -   123,559.54  2,311,943.13   sFT  1.00001326   +0 57 58.2
 QM0069;SPC WI C     -   185,799.180   704,680.452   MT  0.99999954   +0 56 42.0
 QM0069;SPC WI C     -   609,576.14  2,311,939.12   sFT  0.99999954   +0 56 42.0
 QM0069;UTM  16      - 5,039,568.230   370,253.195   MT  0.99980697   -1 11 04.5
 QM0069
 QM0069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0069!SPC WI N     -   0.99992992  x   1.00001326  =   0.99994318
 QM0069!SPC WI C     -   0.99992992  x   0.99999954  =   0.99992946
 QM0069!UTM  16      -   0.99992992  x   0.99980697  =   0.99973690
 QM0069
 QM0069:                Primary Azimuth Mark                     Grid Az
 QM0069:SPC WI N     -  PADUS                                    205 39 57.6
 QM0069:SPC WI C     -  PADUS                                    205 41 13.8
 QM0069:UTM  16      -  PADUS                                    207 49 00.3
 QM0069
 QM0069|---------------------------------------------------------------------|
 QM0069| PID    Reference Object                     Distance      Geod. Az  |
 QM0069|                                                           dddmmss.s |
 QM0069| QM0070 PADUS                               APPROX. 1.2 KM 2063755.8 |
 QM0069|---------------------------------------------------------------------|
 QM0069
 QM0069                          SUPERSEDED SURVEY CONTROL
 QM0069
 QM0069  NAD 83(1986)-  45 29 51.26649(N)    088 39 38.37425(W) AD(       ) 1
 QM0069  NAD 27      -  45 29 51.38500(N)    088 39 37.98300(W) AD(       ) 1
 QM0069  NGVD 29 (??/??/92)  481.189  (m)         1578.70   (f) ADJ UNCH    1 2
 QM0069
 QM0069.Superseded values are not recommended for survey control.
 QM0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0069.See file dsdata.txt to determine how the superseded data were derived.
 QM0069
 QM0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR7025339568(NAD 83)
 QM0069_MARKER: DS = TRIANGULATION STATION DISK
 QM0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0069
 QM0069  HISTORY     - Date     Condition        Report By
 QM0069  HISTORY     - 1921     MONUMENTED       CGS
 QM0069  HISTORY     - 1922     GOOD             NGS
 QM0069  HISTORY     - 1934     MARK NOT FOUND   NGS
 QM0069  HISTORY     - 1935     GOOD             WIGS
 QM0069  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0069
 QM0069                          STATION DESCRIPTION
 QM0069
 QM0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0069'STATION IS ABOUT 5/8 MILE N OF PADUS, 210 METERS N OF MILEPOST
 QM0069'G.B. 84, 18.14 METERS (59.53 FEET) E OF THE E RAIL OF THE
 QM0069'CHICAGO AND NORTHWESTERN RAILWAY, NEAR CENTER OF FIRST CURVE
 QM0069'N OF PADUS.
 QM0069'
 QM0069'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 QM0069'DISKS SET IN CONCRETE.
 QM0069
 QM0069                          STATION RECOVERY (1922)
 QM0069
 QM0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 QM0069'0.6 MI N FROM PADUS.
 QM0069'ABOUT 5/8 MILE NORTH OF PADUS, 210 METERS NORTH OF MILEPOST
 QM0069'G.B. 84, 18.14 METERS N59.53 FT.) EAST OF THE EAST RAIL OF THE
 QM0069'C. AND N.W. RY., NEAR CENTER OF FIRST CURVE NORTH OF PADUS.
 QM0069
 QM0069                          STATION RECOVERY (1934)
 QM0069
 QM0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QM0069'MARK NOT FOUND.
 QM0069
 QM0069                          STATION RECOVERY (1935)
 QM0069
 QM0069'RECOVERY NOTE BY WISCONSIN GEODETIC SURVEY 1935
 QM0069'DESCRIPTION ADEQUATE.  MARK FOUND AS DESCRIBED IN GOOD CONDITION.
 QM0069
 QM0069                          STATION RECOVERY (1985)
 QM0069
 QM0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0069'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1233 ***********************************************************************
 NH1233  DESIGNATION -  IOWA
 NH1233  PID         -  NH1233
 NH1233  STATE/COUNTY-  WI/WALWORTH
 NH1233  USGS QUAD   -  ELKHORN (1994)
 NH1233
 NH1233                         *CURRENT SURVEY CONTROL
 NH1233  ___________________________________________________________________
 NH1233* NAD 83(1991)-  42 39 21.05366(N)    088 30 26.12795(W)     ADJUSTED  
 NH1233* NAVD 88     -       312.     (meters)    1024.     (feet)  SCALED    
 NH1233  ___________________________________________________________________
 NH1233  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 NH1233  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 NH1233
 NH1233  HORZ ORDER  -  SECOND
 NH1233
 NH1233.The horizontal coordinates were established by classical geodetic methods
 NH1233.and adjusted by the National Geodetic Survey in November 1991..
 NH1233
 NH1233.The orthometric height was scaled from a topographic map.
 NH1233
 NH1233.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1233
 NH1233.The geoid height was determined by GEOID03.
 NH1233
 NH1233;                    North         East     Units Scale Factor Converg.
 NH1233;SPC WI S     -    73,955.054   722,392.250   MT  1.00001652   +1 01 32.4
 NH1233;SPC WI S     -   242,634.21  2,370,048.57   sFT  1.00001652   +1 01 32.4
 NH1233;UTM  16      - 4,723,699.664   376,461.284   MT  0.99978777   -1 01 17.2
 NH1233
 NH1233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1233!SPC WI S     -   0.99995641  x   1.00001652  =   0.99997293
 NH1233!UTM  16      -   0.99995641  x   0.99978777  =   0.99974419
 NH1233
 NH1233|---------------------------------------------------------------------|
 NH1233| PID    Reference Object                     Distance      Geod. Az  |
 NH1233|                                                           dddmmss.s |
 NH1233| CI9791 IOWA RM                              12.560 METERS 13448     |
 NH1233| NH0284 ELKHORN                             APPROX. 3.1 KM 2912210.7 |
 NH1233|---------------------------------------------------------------------|
 NH1233
 NH1233                          SUPERSEDED SURVEY CONTROL
 NH1233
 NH1233  NAD 83(1986)-  42 39 21.04960(N)    088 30 26.13555(W) AD(       ) 2
 NH1233  NAD 27      -  42 39 20.99300(N)    088 30 25.78000(W) AD(       ) 2
 NH1233
 NH1233.Superseded values are not recommended for survey control.
 NH1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1233.See file dsdata.txt to determine how the superseded data were derived.
 NH1233
 NH1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7646123700(NAD 83)
 NH1233_MARKER: DS = TRIANGULATION STATION DISK
 NH1233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1233
 NH1233  HISTORY     - Date     Condition        Report By
 NH1233  HISTORY     - 1920     MONUMENTED       CGS
 NH1233  HISTORY     - 1930     GOOD             CGS
 NH1233
 NH1233                          STATION DESCRIPTION
 NH1233
 NH1233'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH1233'STATION IS LOCATED ABOUT 2 MILES E OF ELKHORN, ON THE S SIDE
 NH1233'OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD TRACK,
 NH1233'ON THE PEAK OF THE FIRST RISE E OF ELKHORN, DIRECTLY N OF THE
 NH1233'RESIDENCE OF G.T. WILKERSON, AND 3.62 METERS (11.88 FEET)
 NH1233'S OF THE S AND NEAREST RAIL.  SURFACE, UNDERGROUND, AND REFERENCE
 NH1233'MARKS ARE BRONZE TABLETS SET IN CONCRETE AS DESCRIBED.
 NH1233'REFERENCE MARK IS ON THE SAME SIDE
 NH1233'OF THE TRACK, NEAR THE FENCE LINE, 12.56 METERS (41.21 FEET)
 NH1233'FROM THE STATION, S 45 DEG 12 MIN E.
 NH1233
 NH1233                          STATION RECOVERY (1930)
 NH1233
 NH1233'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 NH1233'MARK WAS FOUND AS DESCRIBED AND IN GOOD CONDITION.  DESCRIPTION
 NH1233'ADEQUATE.  THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0153 ***********************************************************************
 QM0153  DESIGNATION -  IRON
 QM0153  PID         -  QM0153
 QM0153  STATE/COUNTY-  WI/FOREST
 QM0153  USGS QUAD   -  LAONA (1972)
 QM0153
 QM0153                         *CURRENT SURVEY CONTROL
 QM0153  ___________________________________________________________________
 QM0153* NAD 83(1991)-  45 30 49.91897(N)    088 39 47.95842(W)     ADJUSTED  
 QM0153* NAVD 88     -       482.930  (meters)    1584.41   (feet)  ADJUSTED  
 QM0153  ___________________________________________________________________
 QM0153  LAPLACE CORR-          -5.17  (seconds)                    DEFLEC99
 QM0153  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 QM0153  DYNAMIC HT  -         482.885 (meters)    1584.27  (feet)  COMP
 QM0153  MODELED GRAV-     980,509.9   (mgal)                       NAVD 88
 QM0153
 QM0153  HORZ ORDER  -  FIRST
 QM0153  VERT ORDER  -  FIRST     CLASS II
 QM0153
 QM0153.The horizontal coordinates were established by classical geodetic methods
 QM0153.and adjusted by the National Geodetic Survey in November 1991..
 QM0153
 QM0153.The orthometric height was determined by differential leveling
 QM0153.and adjusted by the National Geodetic Survey in June 1991..
 QM0153
 QM0153.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0153
 QM0153.The geoid height was determined by GEOID03.
 QM0153
 QM0153.The dynamic height is computed by dividing the NAVD 88
 QM0153.geopotential number by the normal gravity value computed on the
 QM0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0153.degrees latitude (g = 980.6199 gals.).
 QM0153
 QM0153.The modeled gravity was interpolated from observed gravity values.
 QM0153
 QM0153;                    North         East     Units Scale Factor Converg.
 QM0153;SPC WI N     -    39,468.033   704,442.649   MT  1.00001000   +0 57 51.3
 QM0153;SPC WI N     -   129,488.04  2,311,158.92   sFT  1.00001000   +0 57 51.3
 QM0153;SPC WI C     -   187,606.259   704,442.096   MT  1.00000267   +0 56 35.3
 QM0153;SPC WI C     -   615,504.87  2,311,157.11   sFT  1.00000267   +0 56 35.3
 QM0153;UTM  16      - 5,041,382.566   370,082.193   MT  0.99980752   -1 11 12.5
 QM0153
 QM0153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0153!SPC WI N     -   0.99992964  x   1.00001000  =   0.99993964
 QM0153!SPC WI C     -   0.99992964  x   1.00000267  =   0.99993231
 QM0153!UTM  16      -   0.99992964  x   0.99980752  =   0.99973717
 QM0153
 QM0153|---------------------------------------------------------------------|
 QM0153| PID    Reference Object                     Distance      Geod. Az  |
 QM0153|                                                           dddmmss.s |
 QM0153| QM0154 MAPLE                               352.431 METERS 19344     |
 QM0153|---------------------------------------------------------------------|
 QM0153
 QM0153                          SUPERSEDED SURVEY CONTROL
 QM0153
 QM0153  NAD 83(1986)-  45 30 49.91885(N)    088 39 47.98114(W) AD(       ) 1
 QM0153  NAD 27      -  45 30 50.03000(N)    088 39 47.58900(W) AD(       ) 1
 QM0153  NGVD 29 (??/??/92)  482.912  (m)         1584.35   (f) ADJ UNCH    1 2
 QM0153
 QM0153.Superseded values are not recommended for survey control.
 QM0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0153.See file dsdata.txt to determine how the superseded data were derived.
 QM0153
 QM0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR7008241383(NAD 83)
 QM0153_MARKER: DS = TRIANGULATION STATION DISK
 QM0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0153_STAMPING: ELEV 1584.354 FT IRON 1921
 QM0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0153+STABILITY: SURFACE MOTION
 QM0153
 QM0153  HISTORY     - Date     Condition        Report By
 QM0153  HISTORY     - 1921     MONUMENTED       CGS
 QM0153  HISTORY     - 1934     GOOD             NGS
 QM0153  HISTORY     - 1971     MARK NOT FOUND   USGS
 QM0153  HISTORY     - 1972     GOOD             USGS
 QM0153  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0153  HISTORY     - 20051206 MARK NOT FOUND   WIDT
 QM0153
 QM0153                          STATION DESCRIPTION
 QM0153
 QM0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0153'STATION IS ABOUT 1-3/4 MILES N OF PADUS, 1/4 MILE S OF BLACKWELL
 QM0153'JUNCTION ONE MILE SIGNBOARD, 100 METERS S OF RAILROAD CULVERT
 QM0153'N 135, 8.71 METERS (28.58 FEET) W OF THE W RAIL OF THE CHICAGO
 QM0153'AND NORTHWESTERN RAILWAY.
 QM0153'
 QM0153'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 QM0153'IN CONCRETE.  NO REFERENCE MARK SET.
 QM0153
 QM0153                          STATION RECOVERY (1934)
 QM0153
 QM0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QM0153'1.3 MI S FROM BLACKWELL JUNCTION.
 QM0153'1.3 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 QM0153'FROM BLACKWELL JUNCTION, FOREST COUNTY, 1/4 MILE SOUTH OF THE
 QM0153'BLACKWELL JUNCTION ONE-MILE SIGN, 109 YARDS SOUTH OF CULVERT
 QM0153'N 1358 AT THE FIRST CUT SOUTH OF THE POINT OF CURVATURE OF THE
 QM0153'FIRST CURVE SOUTH OF THE LONG CURVE AT BLACKWELL JUNCTION, AND
 QM0153'28.6 FEET WEST OF THE WEST RAIL.  A STANDARD
 QM0153'TRIANGULATION-STATION DISK, STAMPED ELEV. 1584.354 FT. IRON 1921
 QM0153'AND SET IN THE TOP OF A CONCRETE POST.
 QM0153
 QM0153                          STATION RECOVERY (1971)
 QM0153
 QM0153'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (WRM)
 QM0153'NOT FOUND.
 QM0153
 QM0153                          STATION RECOVERY (1972)
 QM0153
 QM0153'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (REK)
 QM0153'THIS MARK HAD BEEN REPORTED NOT FOUND IN SEPT 1971 BY W.R.M.,
 QM0153'IT WAS FOUND THIS YEAR IN GOOD CONDITION, DESCRIPTION IS ADEQUATE.
 QM0153
 QM0153                          STATION RECOVERY (1985)
 QM0153
 QM0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0153'MARK NOT FOUND.
 QM0153
 QM0153                          STATION RECOVERY (2005)
 QM0153
 QM0153'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0153'MARK NOT FOUND.  ADD SEARCHED THE AREA 8.7 M WEST OF THE WEST RAIL AT
 QM0153'THE CUT, BUT RECOVERED NO EVIDENCE OF THE STATION. THE TRACKS HAVE
 QM0153'BEEN REMOVED AND THE GROUND HAS BEEN REGRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1015 ***********************************************************************
 NH1015  DESIGNATION -  IRON
 NH1015  PID         -  NH1015
 NH1015  STATE/COUNTY-  WI/WALWORTH
 NH1015  USGS QUAD   -  SPRINGFIELD (1976)
 NH1015
 NH1015                         *CURRENT SURVEY CONTROL
 NH1015  ___________________________________________________________________
 NH1015* NAD 83(1991)-  42 38 31.25462(N)    088 27 29.94771(W)     ADJUSTED  
 NH1015* NAVD 88     -       305.     (meters)    1001.     (feet)  SCALED    
 NH1015  ___________________________________________________________________
 NH1015  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 NH1015  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 NH1015
 NH1015  HORZ ORDER  -  SECOND
 NH1015
 NH1015.The horizontal coordinates were established by classical geodetic methods
 NH1015.and adjusted by the National Geodetic Survey in November 1991..
 NH1015
 NH1015.The orthometric height was scaled from a topographic map.
 NH1015
 NH1015.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1015
 NH1015.The geoid height was determined by GEOID03.
 NH1015
 NH1015;                    North         East     Units Scale Factor Converg.
 NH1015;SPC WI S     -    72,491.638   726,432.790   MT  1.00001966   +1 03 33.5
 NH1015;SPC WI S     -   237,832.98  2,383,304.91   sFT  1.00001966   +1 03 33.5
 NH1015;UTM  16      - 4,722,093.222   380,446.026   MT  0.99977585   -0 59 16.8
 NH1015
 NH1015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1015!SPC WI S     -   0.99995752  x   1.00001966  =   0.99997718
 NH1015!UTM  16      -   0.99995752  x   0.99977585  =   0.99973338
 NH1015
 NH1015|---------------------------------------------------------------------|
 NH1015| PID    Reference Object                     Distance      Geod. Az  |
 NH1015|                                                           dddmmss.s |
 NH1015| CI9792 IRON RM                              14.830 METERS 00458     |
 NH1015| NH1233 IOWA                                APPROX. 4.3 KM 2905807.0 |
 NH1015|---------------------------------------------------------------------|
 NH1015
 NH1015                          SUPERSEDED SURVEY CONTROL
 NH1015
 NH1015  NAD 83(1986)-  42 38 31.24741(N)    088 27 29.95753(W) AD(       ) 2
 NH1015  NAD 27      -  42 38 31.18800(N)    088 27 29.60900(W) AD(       ) 2
 NH1015
 NH1015.Superseded values are not recommended for survey control.
 NH1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1015.See file dsdata.txt to determine how the superseded data were derived.
 NH1015
 NH1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8044622093(NAD 83)
 NH1015_MARKER: DS = TRIANGULATION STATION DISK
 NH1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1015
 NH1015  HISTORY     - Date     Condition        Report By
 NH1015  HISTORY     - 1920     MONUMENTED       CGS
 NH1015  HISTORY     - 1930     GOOD             CGS
 NH1015
 NH1015                          STATION DESCRIPTION
 NH1015
 NH1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH1015'STATION IS LOCATED ABOUT 4 MILES E OF ELKHORN, ON THE N SIDE
 NH1015'OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD TRACK,
 NH1015'165 YARDS W OF CULVERT NO. 151, NEAR THE SECOND CURVE E OF
 NH1015'ELKHORN, ON THE N BANK OF A DEEP CUT, AND 14.85 METERS (48.72
 NH1015'FEET) N OF THE N AND NEAREST RAIL.  SURFACE, UNDERGROUND, AND
 NH1015'REFERENCE MARKS ARE STANDARD BRONZE TABLETS SET IN CONCRETE
 NH1015'AS DESCRIBED.  REFERENCE MARK IS
 NH1015'ON THE SAME SIDE OF THE TRACK, NEAR THE FENCE LINE, 14.83
 NH1015'METERS (48.65 FEET) FROM THE STATION, N 04 DEG 58 MIN E.
 NH1015
 NH1015                          STATION RECOVERY (1930)
 NH1015
 NH1015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 NH1015'MARK WAS FOUND AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 NH1015'ADEQUATE.  THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0805 ***********************************************************************
 RM0805  DESIGNATION -  IRON
 RM0805  PID         -  RM0805
 RM0805  STATE/COUNTY-  WI/BAYFIELD
 RM0805  USGS QUAD   -  HART LAKE (1984)
 RM0805
 RM0805                         *CURRENT SURVEY CONTROL
 RM0805  ___________________________________________________________________
 RM0805* NAD 83(1991)-  46 34 35.46914(N)    091 19 27.80416(W)     ADJUSTED  
 RM0805* NAVD 88     -       393.     (meters)    1289.     (feet)  SCALED    
 RM0805  ___________________________________________________________________
 RM0805  LAPLACE CORR-         -12.70  (seconds)                    DEFLEC99
 RM0805  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 RM0805
 RM0805  HORZ ORDER  -  SECOND
 RM0805
 RM0805.The horizontal coordinates were established by classical geodetic methods
 RM0805.and adjusted by the National Geodetic Survey in March 1999..
 RM0805
 RM0805.The orthometric height was scaled from a topographic map.
 RM0805
 RM0805.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0805
 RM0805.The geoid height was determined by GEOID03.
 RM0805
 RM0805;                    North         East     Units Scale Factor Converg.
 RM0805;SPC WI N     -   157,547.227   498,486.768   MT  0.99997077   -0 57 19.4
 RM0805;SPC WI N     -   516,886.19  1,635,452.00   sFT  0.99997077   -0 57 19.4
 RM0805;UTM  15      - 5,159,469.703   628,391.250   MT  0.99980262   +1 13 01.7
 RM0805
 RM0805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0805!SPC WI N     -   0.99994310  x   0.99997077  =   0.99991387
 RM0805!UTM  15      -   0.99994310  x   0.99980262  =   0.99974573
 RM0805
 RM0805:                Primary Azimuth Mark                     Grid Az
 RM0805:SPC WI N     -  LENAWEE LOOKOUT TOWER                    025 57 51.6
 RM0805:UTM  15      -  LENAWEE LOOKOUT TOWER                    023 47 30.5
 RM0805
 RM0805|---------------------------------------------------------------------|
 RM0805| PID    Reference Object                     Distance      Geod. Az  |
 RM0805|                                                           dddmmss.s |
 RM0805| RM0804 LENAWEE LOOKOUT TOWER               APPROX.12.4 KM 0250032.2 |
 RM0805| CJ3121 IRON RM 1                            22.122 METERS 06141     |
 RM0805| RM0838 STATE RAD COUNCIL WHSA FM RAD       APPROX.22.3 KM 2365410.1 |
 RM0805| RM0806 IRON RIVER LOT                       17.637 METERS 33837     |
 RM0805|---------------------------------------------------------------------|
 RM0805
 RM0805                          SUPERSEDED SURVEY CONTROL
 RM0805
 RM0805  NAD 83(1991)-  46 34 35.46866(N)    091 19 27.80271(W) AD(       ) 2
 RM0805  NAD 83(1986)-  46 34 35.46260(N)    091 19 27.79896(W) AD(       ) 2
 RM0805  NAD 27      -  46 34 35.67600(N)    091 19 27.10900(W) AD(       ) 2
 RM0805
 RM0805.Superseded values are not recommended for survey control.
 RM0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0805.See file dsdata.txt to determine how the superseded data were derived.
 RM0805
 RM0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM2839159470(NAD 83)
 RM0805_MARKER: DS = TRIANGULATION STATION DISK
 RM0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0805
 RM0805  HISTORY     - Date     Condition        Report By
 RM0805  HISTORY     - 1953     MONUMENTED       CGS
 RM0805  HISTORY     - 20041128 MARK NOT FOUND   USPSQD
 RM0805
 RM0805                          STATION DESCRIPTION
 RM0805
 RM0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 RM0805'STATION IS LOCATED ABOUT 5 MILES EAST NORTHEAST OF IRON RIVER
 RM0805'AT THE SITE OF THE IRON RIVER LOOKOUT TOWER.  STATION IS 46
 RM0805'FEET SOUTH-SOUTHEAST OF THE SOUTHEAST LEG OF LOOKOUT TOWER, 14
 RM0805'FEET EAST OF THE SOUTHEAST CORNER OF HOUSE AND 13 FEET SOUTHWEST
 RM0805'OF WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 RM0805'IS STAMPED IRON 1953.
 RM0805'
 RM0805'REFERENCE MARK NO. 1 IS 77 FEET EAST OF THE NORTHEAST CORNER OF
 RM0805'HOUSE.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 RM0805'IRON NO 1 1953.
 RM0805'
 RM0805'A TRAVERSE CONNECTION WAS MADE TO IRON RIVER TOWER 1934 (U.S.G.S.)
 RM0805'WHICH WAS USED AS REFERENCE MARK NO. 2.  THE MARK IS LOCATED
 RM0805'DIRECTLY UNDER THE LOOKOUT TOWER.  THE MARK IS AN 8 X 8 INCH
 RM0805'CONCRETE BLOCK WITH A STANDARD U.S.G.S.  BENCH MARK DISK WHICH
 RM0805'PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED IRON RIVER
 RM0805'TOWER 1934.
 RM0805'
 RM0805'TO REACH STATION FROM THE POST OFFICE IN IRON RIVER GO EAST ON
 RM0805'U.S. HIGHWAY 2 FOR O.3 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND
 RM0805'GO NORTH, CROSSING RAILROAD TRACKS, FOR 0.55 MILE TO A SIDE
 RM0805'ROAD RIGHT.  TURN RIGHT AND GO EAST FOR 1.0 MILE TO FORKS.  TAKE
 RM0805'LEFT FORK AND GO NORTH FOR 0.55 MILE TO LOOKOUT TOWER AND STATION
 RM0805'ON RIGHT AS DESCRIBED.
 RM0805'
 RM0805'NO SUITABLE LOCATION AVAILABLE FOR AN AZIMUTH MARK.
 RM0805'
 RM0805'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 RM0805
 RM0805                          STATION RECOVERY (2004)
 RM0805
 RM0805'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0805'NOT FOUND.  THE LOOKOUT TOWER IS PRESENT, BUT THERE IS NO LONGER ANY
 RM0805'HOUSE OR WITNESS POST PRESENT.
 RM0805'NOTE-- THE SIDE ROAD LEFT IN THE 1953 DESCRIPTION IS EAST LONG LAKE
 RM0805'ROAD AND FOREST ROAD 242.  GO NORTH, ACROSS A SNOWMOBILE TRAIL, FOR
 RM0805'0.55 MILE TO FOREST ROAD 242 TURNING RIGHT (EAST).  TURN RIGHT AND GO
 RM0805'EAST FOR 1.0 MILE TO A FORK IN THE ROAD AND FIRE TOWER ROAD TO THE
 RM0805'LEFT.  TAKE FIRE TOWER ROAD NORTH FOR 0.55 MILE TO THE LOOKOUT TOWER
 RM0805'ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0674 ***********************************************************************
 RM0674  DESIGNATION -  IRON BELT PUBLIC SCHOOL CHIM
 RM0674  PID         -  RM0674
 RM0674  STATE/COUNTY-  WI/IRON
 RM0674  USGS QUAD   -  IRON BELT (1981)
 RM0674
 RM0674                         *CURRENT SURVEY CONTROL
 RM0674  ___________________________________________________________________
 RM0674* NAD 83(1991)-  46 24 04.59210(N)    090 19 10.21015(W)     ADJUSTED  
 RM0674* NAVD 88     -                                                        
 RM0674  ___________________________________________________________________
 RM0674  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 RM0674  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 RM0674
 RM0674  HORZ ORDER  -  THIRD
 RM0674
 RM0674.The horizontal coordinates were established by classical geodetic methods
 RM0674.and adjusted by the National Geodetic Survey in November 1991..
 RM0674
 RM0674
 RM0674.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0674
 RM0674.The geoid height was determined by GEOID03.
 RM0674
 RM0674;                    North         East     Units Scale Factor Converg.
 RM0674;SPC WI N     -   137,270.802   575,430.987   MT  0.99995363   -0 13 49.7
 RM0674;SPC WI N     -   450,362.62  1,887,893.16   sFT  0.99995363   -0 13 49.7
 RM0674;UTM  15      - 5,142,125.237   706,047.986   MT  1.00012190   +1 56 30.7
 RM0674
 RM0674                          SUPERSEDED SURVEY CONTROL
 RM0674
 RM0674  NAD 83(1986)-  46 24 04.58598(N)    090 19 10.20215(W) AD(       ) 4
 RM0674  NAD 27      -  46 24 04.77000(N)    090 19 09.56000(W) AD(       ) 3
 RM0674
 RM0674.Superseded values are not recommended for survey control.
 RM0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0674.See file dsdata.txt to determine how the superseded data were derived.
 RM0674
 RM0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM0604842125(NAD 83)
 RM0674_MARKER: 85 = CHIMNEY
 RM0674
 RM0674  HISTORY     - Date     Condition        Report By
 RM0674  HISTORY     - 1939     FIRST OBSERVED   CGS
 RM0674  HISTORY     - 20030711 GOOD             USPSQD
 RM0674
 RM0674                          STATION DESCRIPTION
 RM0674
 RM0674'DESCRIBED BY US POWER SQUADRON 2003 (DRB)
 RM0674'RECOVERED IN GOOD CONDITION.  THE STATION IS IN IRON BELT, 1 BLOCK
 RM0674'NORTH OF HIGHWAY 77 ON JOHNSON STREET.  IT IS A RED BRICK BUILDING
 RM0674'WITH A RED BRICK CHIMNEY ON THE NORTH END OF THE BUILDING STANDING
 RM0674'ABOUT 12 FEET ABOVE THE ROOF OF THE SECOND FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB8488 ***********************************************************************
 AB8488  DESIGNATION -  IRON CREEK
 AB8488  PID         -  AB8488
 AB8488  STATE/COUNTY-  WI/BURNETT
 AB8488  USGS QUAD   -  MONSON LAKE (1982)
 AB8488
 AB8488                         *CURRENT SURVEY CONTROL
 AB8488  ___________________________________________________________________
 AB8488* NAD 83(1997)-  45 54 51.79053(N)    092 37 15.45590(W)     ADJUSTED  
 AB8488* NAVD 88     -       281.8    (meters)     925.     (feet)  GPS OBS   
 AB8488  ___________________________________________________________________
 AB8488  X           -    -203,278.321 (meters)                     COMP
 AB8488  Y           -  -4,440,687.728 (meters)                     COMP
 AB8488  Z           -   4,558,815.364 (meters)                     COMP
 AB8488  LAPLACE CORR-           4.23  (seconds)                    DEFLEC99
 AB8488  ELLIP HEIGHT-         255.20  (meters)          (01/30/03) GPS OBS
 AB8488  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AB8488
 AB8488  HORZ ORDER  -  FIRST
 AB8488  ELLP ORDER  -  FOURTH    CLASS I
 AB8488
 AB8488.The horizontal coordinates were established by GPS observations
 AB8488.and adjusted by the National Geodetic Survey in January 2003..
 AB8488
 AB8488.The orthometric height was determined by GPS observations and a
 AB8488.high-resolution geoid model.
 AB8488
 AB8488.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8488
 AB8488.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8488
 AB8488.The ellipsoidal height was determined by GPS observations
 AB8488.and is referenced to NAD 83.
 AB8488
 AB8488.The geoid height was determined by GEOID03.
 AB8488
 AB8488;                    North         East     Units Scale Factor Converg.
 AB8488;SPC WI N     -    86,458.826   396,704.923   MT  0.99995508   -1 53 26.5
 AB8488;SPC WI N     -   283,657.00  1,301,522.73   sFT  0.99995508   -1 53 26.5
 AB8488;UTM  15      - 5,084,605.132   529,395.174   MT  0.99961062   +0 16 20.2
 AB8488
 AB8488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8488!SPC WI N     -   0.99995999  x   0.99995508  =   0.99991508
 AB8488!UTM  15      -   0.99995999  x   0.99961062  =   0.99957063
 AB8488
 AB8488                          SUPERSEDED SURVEY CONTROL
 AB8488
 AB8488  NAD 83(1991)-  45 54 51.79029(N)    092 37 15.45403(W) AD(       ) 1
 AB8488  ELLIP H (12/09/96)  255.23   (m)                       GP(       ) 4 1
 AB8488
 AB8488.Superseded values are not recommended for survey control.
 AB8488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8488.See file dsdata.txt to determine how the superseded data were derived.
 AB8488
 AB8488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2939584605(NAD 83)
 AB8488_MARKER: DD = SURVEY DISK
 AB8488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8488_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8488+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB8488
 AB8488  HISTORY     - Date     Condition        Report By
 AB8488  HISTORY     - 1993     MONUMENTED       WI-013
 AB8488
 AB8488                          STATION DESCRIPTION
 AB8488
 AB8488'DESCRIBED BY BURNETT COUNTY WISCONSIN 1993
 AB8488'THE STATION IS LOCATED 23.6 KM (14.65 MI) NORTHWEST OF THE VILLAGE OF
 AB8488'SIREN, WISCONSIN, (WHERE STATE TRUNK HIGHWAY 70 (FROM WEST) , STATE
 AB8488'TRUNK HIGHWAY 35 AND COUNTY ROAD B INTERSECT) , 16.4 KM (10.20 MI)
 AB8488'NORTHEAST OF THE VILLAGE OF GRANTSBURG, WISCONSIN, IN THE NORTHEAST
 AB8488'QUARTER OF THE NORTHWEST QUARTER, SECTION 32, T40N, R18W, TOWN OF WEST
 AB8488'MARSHLAND.  TO REACH THE STATION FROM THE VILLAGE OF GRANTSBURG,
 AB8488'WISCONSIN (WHERE STATE HIGHWAY 70 AND STATE HIGHWAY 48/87 JUNCTION) GO
 AB8488'NORTH ON PINE STREET .68 KM (0.40 MI) TO MADISON AVENUE (A.K.A. MAIN
 AB8488'STREET) , GO WEST ALONG MADISON AVENUE .16 KM (0.10 MI) TO OAK STREET,
 AB8488'GO NORTH (RIGHT) ALONG OAK STREET .95 KM (0.60 MI) TO BENSON AVENUE,
 AB8488'GO EAST (RIGHT) ALONG BENSON AVENUE .16 KM (0.10 MI) TO COUNTY ROAD D,
 AB8488'GO NORTH ALONG COUNTY ROAD D .80 KM (0.50 MI) TO COUNTY ROAD F,
 AB8488'CONTINUE NORTH (STRAIGHT AHEAD) ALONG COUNTY ROAD F 11.3 KM (7.00 MI)
 AB8488'TO WHERE COUNTY ROAD F TURNS SHARPLY EAST (RIGHT) , CONTINUE ALONG
 AB8488'COUNTY ROAD F TO EAST AND NORTH 7.4 KM (4.60 MI) TO SADLERS ROAD, GO
 AB8488'WEST ALONG SADLERS ROAD .810 KM (0.50 MI) TO DIRT ROAD TO NORTH (ON
 AB8488'RIGHT) , GO NORTH ON DIRT ROAD 83 M (272.3 FT) TO STATION LOCATED 30
 AB8488'FEET (9.1 M) WEST OF ROAD, ACROSS ROAD FROM PINE TREE PLANTATION, IN
 AB8488'OPEN FIELD.  FIBERGLASS WITNESS POST SET 3 FEET (0.9 M) WEST OF THE
 AB8488'STATION.  THE STATION MARKER IS SET IN A 30 CM ROUND CONCRETE MONUMENT
 AB8488'FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1377 ***********************************************************************
 OM1377  HT_MOD      -  This is a Height Modernization Survey Station.
 OM1377  DESIGNATION -  IRON RIDGE GPS
 OM1377  PID         -  OM1377
 OM1377  STATE/COUNTY-  WI/DODGE
 OM1377  USGS QUAD   -  NENNO (1976)
 OM1377
 OM1377                         *CURRENT SURVEY CONTROL
 OM1377  ___________________________________________________________________
 OM1377* NAD 83(1997)-  43 24 45.76451(N)    088 28 47.99227(W)     ADJUSTED  
 OM1377* NAVD 88     -       365.43   (meters)    1198.9    (feet)  GPS OBS   
 OM1377  ___________________________________________________________________
 OM1377  X           -     123,101.608 (meters)                     COMP
 OM1377  Y           -  -4,639,169.678 (meters)                     COMP
 OM1377  Z           -   4,361,149.359 (meters)                     COMP
 OM1377  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 OM1377  ELLIP HEIGHT-         330.61  (meters)          (11/17/00) GPS OBS
 OM1377  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 OM1377  OBS GRAVITY -     980,367.5   (mgal)                       GRAV_OBS
 OM1377
 OM1377  HORZ ORDER  -  FIRST
 OM1377  ELLP ORDER  -  THIRD     CLASS II
 OM1377
 OM1377.The horizontal coordinates were established by GPS observations
 OM1377.and adjusted by the National Geodetic Survey in July 2000..
 OM1377
 OM1377.The orthometric height was determined by GPS observations and a
 OM1377.high-resolution geoid model using precise GPS observation and
 OM1377.processing techniques.
 OM1377
 OM1377.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1377
 OM1377.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1377
 OM1377.The ellipsoidal height was determined by GPS observations
 OM1377.and is referenced to NAD 83.
 OM1377
 OM1377.The geoid height was determined by GEOID03.
 OM1377.The observed gravity was obtained from relative gravimeter ties
 OM1377.to the IGSN71 gravity network.
 OM1377
 OM1377;                    North         East     Units Scale Factor Converg.
 OM1377;SPC WI S     -   158,060.724   723,094.559   MT  0.99993257   +1 02 39.8
 OM1377;SPC WI S     -   518,570.89  2,372,352.73   sFT  0.99993257   +1 02 39.8
 OM1377;UTM  16      - 4,807,711.140   380,177.580   MT  0.99977661   -1 01 02.1
 OM1377
 OM1377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1377!SPC WI S     -   0.99994816  x   0.99993257  =   0.99988073
 OM1377!UTM  16      -   0.99994816  x   0.99977661  =   0.99972478
 OM1377
 OM1377                          SUPERSEDED SURVEY CONTROL
 OM1377
 OM1377  ELLIP H (07/06/00)  330.61   (m)                       GP(       ) 2 1
 OM1377
 OM1377.Superseded values are not recommended for survey control.
 OM1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1377.See file dsdata.txt to determine how the superseded data were derived.
 OM1377
 OM1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8017807711(NAD 83)
 OM1377_MARKER: DD = SURVEY DISK
 OM1377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1377_SP_SET: CONCRETE POST
 OM1377_STAMPING: IRON RIDGE GPS 1992
 OM1377_MARK LOGO: WI-027
 OM1377_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM1377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1377+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2006
 OM1377
 OM1377  HISTORY     - Date     Condition        Report By
 OM1377  HISTORY     - 1992     MONUMENTED       WI-027
 OM1377  HISTORY     - 19931122 GOOD             WIDT
 OM1377  HISTORY     - 19991206 GOOD             WIDT
 OM1377  HISTORY     - 20020715 GOOD             WIDT
 OM1377  HISTORY     - 20030807 GOOD             USPSQD
 OM1377  HISTORY     - 20040601 GOOD             WIDT
 OM1377  HISTORY     - 20060916 GOOD             USPSQD
 OM1377
 OM1377                          STATION DESCRIPTION
 OM1377
 OM1377'DESCRIBED BY WI DEPT OF TRANSP 1993
 OM1377'STATION IS PART OF GRAVITY DENSIFICATION PROJECT, LOCATED IN WIDOT
 OM1377'DODGE COUNTY GRID REFERENCE I15, ABOUT 4.4 KM (2.75 MI) EAST OF THE
 OM1377'COMMUNITY OF IRON RIDGE, IN THE NORTHWEST CORNER OF THE NORTHWEST 1/4
 OM1377'OF SECTION 21, T11N, R17E, IN A CUT SECTION ON HIGHWAY RIGHT-OF-WAY.
 OM1377'CONTACT DODGE COUNTY SURVEYORS OFFICE AT 414-386-3770 CONCERNING
 OM1377'STATION COORDINATES.
 OM1377'TO REACH THE STATION FROM THE INTERSECTION OF WEST IOWA ROAD AND
 OM1377'PIERCE ROAD, GO SOUTH ON PIERCE ROAD FOR 0.2 KM (0.10 MI) TO THE
 OM1377'STATION ON THE LEFT.
 OM1377'STATION IS A BRASS DISK SET IN TOP OF A 45 CM ROUND CONCRETE MONUMENT
 OM1377'FLUSH WITH THE GROUND.  IT IS 8.8 M (28.9 FT) EAST FROM THE CENTER OF
 OM1377'PIERCE ROAD AND 0.5 M (1.6 FT) WEST FROM A WHITE PLASTIC T-POST.
 OM1377
 OM1377                          STATION RECOVERY (1999)
 OM1377
 OM1377'RECOVERY NOTE BY WI DEPT OF TRANSP 1999 (DJH)
 OM1377'THE STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) SOUTH OF MAYVILLE, 9.7
 OM1377'KM (6.00 MI) NORTHWEST OF HARTFORD AND 3.2 KM (2.00 MI) EAST OF IRON
 OM1377'RIDGE.  OWNERSHIP--TOWN OF HERMAN.  TO REACH THE STATION FROM THE
 OM1377'JUNCTION OF STATE HIGHWAY 33 WITH STATE HIGHWAY 67, ABOUT 6.4 KM (3.95
 OM1377'MI) SOUTH OF THE CITY OF MAYVILLE, GO EAST ON STATE HIGHWAY 33 FOR 5.5
 OM1377'KM (3.40 MI) TO PIERCE ROAD, TURN RIGHT AND GO SOUTH ON PIERCE ROAD
 OM1377'FOR 2.7 KM (1.65 MI) TO WEST IOWA ROAD, CONTINUE SOUTH ON PIERCE ROAD
 OM1377'FOR 1.6 KM (1.00 MI) TO THE STATION ON THE LEFT.  THE STATION IS A
 OM1377'BRONZE DODGE COUNTY GEODETIC CONTROL MARKER DISK SET IN THE TOP OF A
 OM1377'45 CM (18-INCH) CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL
 OM1377'WITH THE ROADWAY PAVEMENT.  THE STATION IS 8.8 M (28.9 FT) EAST OF THE
 OM1377'CENTERLINE OF PIERCE ROAD, 44.5 M (146.0 FT) SOUTHEAST OF POWER POLE
 OM1377'--87-04258--, 25.6 M (84.0 FT) NORTHEAST OF POWER POLE --87-04259--, 2
 OM1377'M (6.6 FT) WEST OF A CULTIVATED FIELD AND 0.5 M (1.6 FT) WEST OF A
 OM1377'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 OM1377'OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 OM1377
 OM1377                          STATION RECOVERY (2002)
 OM1377
 OM1377'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (RJK)
 OM1377'NOTE - THE STATION IS SURROUNDED BY THREE, 10 CM SQUARE, ORANGE
 OM1377'COLORED PLASTIC GUARD POSTS.
 OM1377
 OM1377                          STATION RECOVERY (2003)
 OM1377
 OM1377'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM1377'RECOVERED IN GOOD CONDITION.  CORRECTION-- THE STATION IS 0.1 MILE
 OM1377'(NOT 1.0 MILE) SOUTH OF IOWA ROAD ON PIERCE ROAD.
 OM1377
 OM1377                          STATION RECOVERY (2004)
 OM1377
 OM1377'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 OM1377'RECOVERED AS DESCRIBED.
 OM1377' 
 OM1377
 OM1377                          STATION RECOVERY (2006)
 OM1377
 OM1377'RECOVERY NOTE BY US POWER SQUADRON 2006
 OM1377'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0526 ***********************************************************************
 RM0526  DESIGNATION -  IRON RIVER
 RM0526  PID         -  RM0526
 RM0526  STATE/COUNTY-  WI/BAYFIELD
 RM0526  USGS QUAD   -  IRON LAKE (1984)
 RM0526
 RM0526                         *CURRENT SURVEY CONTROL
 RM0526  ___________________________________________________________________
 RM0526* NAD 83(1991)-  46 33 38.39784(N)    091 25 05.71731(W)     ADJUSTED  
 RM0526* NAVD 88     -       359.643  (meters)    1179.93   (feet)  ADJUSTED  
 RM0526  ___________________________________________________________________
 RM0526  LAPLACE CORR-         -14.28  (seconds)                    DEFLEC99
 RM0526  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 RM0526  DYNAMIC HT  -         359.662 (meters)    1179.99  (feet)  COMP
 RM0526  MODELED GRAV-     980,656.1   (mgal)                       NAVD 88
 RM0526
 RM0526  HORZ ORDER  -  THIRD
 RM0526  VERT ORDER  -  FIRST     CLASS II
 RM0526
 RM0526.The horizontal coordinates were established by classical geodetic methods
 RM0526.and adjusted by the National Geodetic Survey in March 1999..
 RM0526
 RM0526.The orthometric height was determined by differential leveling
 RM0526.and adjusted by the National Geodetic Survey in June 1991..
 RM0526
 RM0526.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0526
 RM0526.The geoid height was determined by GEOID03.
 RM0526
 RM0526.The dynamic height is computed by dividing the NAVD 88
 RM0526.geopotential number by the normal gravity value computed on the
 RM0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0526.degrees latitude (g = 980.6199 gals.).
 RM0526
 RM0526.The modeled gravity was interpolated from observed gravity values.
 RM0526
 RM0526;                    North         East     Units Scale Factor Converg.
 RM0526;SPC WI N     -   155,909.505   491,261.398   MT  0.99996884   -1 01 23.1
 RM0526;SPC WI N     -   511,513.10  1,611,746.77   sFT  0.99996884   -1 01 23.1
 RM0526;UTM  15      - 5,157,559.645   621,234.420   MT  0.99978066   +1 08 55.1
 RM0526
 RM0526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0526!SPC WI N     -   0.99994824  x   0.99996884  =   0.99991708
 RM0526!UTM  15      -   0.99994824  x   0.99978066  =   0.99972891
 RM0526
 RM0526|---------------------------------------------------------------------|
 RM0526| PID    Reference Object                     Distance      Geod. Az  |
 RM0526|                                                           dddmmss.s |
 RM0526| RM0527 IRON RIVER RM 1                      19.695 METERS 09142     |
 RM0526| RM0528 IRON RIVER RM 2                       8.815 METERS 21659     |
 RM0526| RM0838 STATE RAD COUNCIL WHSA FM RAD       APPROX.15.5 KM 2274129.0 |
 RM0526| CJ3126 IRON RIVER AZ MK 2                                 3323750.1 |
 RM0526| CJ3125 IRON RIVER AZ MK                                   3323750.1 |
 RM0526|---------------------------------------------------------------------|
 RM0526
 RM0526                          SUPERSEDED SURVEY CONTROL
 RM0526
 RM0526  NAD 83(1991)-  46 33 38.39780(N)    091 25 05.71686(W) AD(       ) 3
 RM0526  NAD 83(1986)-  46 33 38.39166(N)    091 25 05.71511(W) AD(       ) 3
 RM0526  NAD 27      -  46 33 38.60300(N)    091 25 05.04200(W) AD(       ) 3
 RM0526
 RM0526.Superseded values are not recommended for survey control.
 RM0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0526.See file dsdata.txt to determine how the superseded data were derived.
 RM0526
 RM0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM2123457560(NAD 83)
 RM0526_MARKER: DS = TRIANGULATION STATION DISK
 RM0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0526_SP_SET: CONCRETE POST
 RM0526_STAMPING: IRON RIVER 1953
 RM0526_MARK LOGO: CGS   
 RM0526_PROJECTION: PROJECTING 10 CENTIMETERS
 RM0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0526+STABILITY: SURFACE MOTION
 RM0526_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0526+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2004
 RM0526
 RM0526  HISTORY     - Date     Condition        Report By
 RM0526  HISTORY     - 1953     MONUMENTED       CGS
 RM0526  HISTORY     - 1961     GOOD             WIDT
 RM0526  HISTORY     - 1962     GOOD             CGS
 RM0526  HISTORY     - 1982     GOOD             NGS
 RM0526  HISTORY     - 19910622 GOOD             USPSQD
 RM0526  HISTORY     - 20041128 GOOD             USPSQD
 RM0526
 RM0526                          STATION DESCRIPTION
 RM0526
 RM0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 RM0526'THE STATION IS LOCATED AT THE SITE OF THE STANDPIPE THAT
 RM0526'FURNISHES WATER PRESSURE FOR THE TOWN OF IRON RIVER, ON A HILL
 RM0526'ABOUT 0.3 MILE SOUTH OF THE BUSINESS STREET OF THE TOWN.  IT
 RM0526'IS 8 FEET NNW OF BASE OF STANDPIPE, 45 FEET WEST OF CENTERLINE OF
 RM0526'DIRT ROAD, AND 6 FEET EAST OF WITNESS POST.  THE MARK PROJECTS
 RM0526'4 INCHES AND THE DISK IS STAMPED IRON RIVER 1953.
 RM0526'
 RM0526'REFERENCE MARK NO. 1 IS 18 FEET EAST OF THE CENTERLINE OF THE
 RM0526'ROAD.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED IRON
 RM0526'RIVER NO 1 1953.
 RM0526'
 RM0526'REFERENCE MARK NO. 2 IS 11 FT. SW OF BASE OF STANDPIPE AND 56 FT
 RM0526'WEST OF CENTERLINE OF THE ROAD.  THE MARK PROJECTS 6 INCHES AND
 RM0526'THE DISK IS STAMPED IRON RIVER NO 2 1953.
 RM0526'
 RM0526'THE AZIMUTH MARK IS 29 FEET EAST OF CENTERLINE OF THE ROAD AND
 RM0526'2 FEET EAST OF A WITNESS POST.  THE MARK PROJECTS 6 INCHES AND
 RM0526'THE DISK IS STAMPED IRON RIVER 1953.
 RM0526'
 RM0526'TO REACH FROM THE INTERSECTION JUST WEST OF THE POST OFFICE IN
 RM0526'IRON RIVER, GO SOUTH AND UP HILL ON STREET FOR 0.25 MILES TO
 RM0526'A T-INTERSECTION, TURN RIGHT AND GO 0.1 MILE TO STANDPIPE AND
 RM0526'STATION SITE.
 RM0526'
 RM0526'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION JUST WEST OF THE
 RM0526'POST OFFICE IN IRON RIVER, GO WEST ON U.S. 2 FOR 0.25 MILES TO
 RM0526'DIRT CROSSROAD.  TURN LEFT AND GO SOUTH FOR APPROX. 100 YARDS.
 RM0526'AZIMUTH MARK IS ON LEFT SIDE OF ROAD, MARKED BY WITNESS POST.
 RM0526'
 RM0526'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 RM0526
 RM0526                          STATION RECOVERY (1961)
 RM0526
 RM0526'RECOVERY NOTE BY WI DEPT OF TRANSP 1961 (CJB)
 RM0526'A LETTER FROM THE WISCONSIN HIGHWAY COMMISSION AT SUPERIOR,
 RM0526'WISCONSIN REQUESTED THAT THE AZIMUTH MARK FOR THIS STATION BE
 RM0526'MOVED IN APRIL 1961.  A NEW DISK WAS MAILED WITH INSTRUCTIONS
 RM0526'TO MOVE THE MARK AWAY FROM OR TO THE TRIANGULATION STATION ON
 RM0526'LINE.  THE FOLLOWING REPORT WAS RECEIVED FROM THE
 RM0526'WISCONSIN HIGHWAY COMMISSION ON JUNE 7.
 RM0526'
 RM0526'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION NORTH OF THE
 RM0526'(NEW) POST OFFICE IN IRON RIVER, GO WEST ON U.S.H. 2 FOR 0.25
 RM0526'MILE.  AZIMUTH MARK IS 80 FEET TO THE RIGHT OF THE HIGHWAY
 RM0526'CENTERLINE, MARKED BY A WITNESS POST.
 RM0526'
 RM0526'THE NEW AZIMUTH MARK DISK WHICH WAS FORWARDED TO THE HIGHWAY
 RM0526'COMMISSION WAS STAMPED, IRON RIVER 1953 RESET 1961.  THE OLD DISK
 RM0526'WAS RECEIVED IN THE KANSAS CITY OFFICE 7 JUNE 1961.
 RM0526
 RM0526                          STATION RECOVERY (1962)
 RM0526
 RM0526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 RM0526'THIS STATION WAS RECOVERED AND THE STATION AND REFERENCE MARKS
 RM0526'WERE FOUND IN GOOD CONDITION.
 RM0526'
 RM0526'THE WISCONSIN STATE HIGHWAY DEPARTMENT AGREED TO RESET THE
 RM0526'AZIMUTH MARK ON LINE TO THE STATION IN 1961.  AN ATTEMPT WAS
 RM0526'MADE TO RECOVER THE RESET AZIMUTH MARK BUT THIS MARK WAS NOT
 RM0526'FOUND.  THE DESCRIPTION OF THE RESET MARK WAS NOT AVAILABLE AT
 RM0526'THE TIME THE STATION WAS VISITED.
 RM0526'
 RM0526'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 RM0526'RECOVERY.
 RM0526
 RM0526                          STATION RECOVERY (1982)
 RM0526
 RM0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RM0526'IN IRON RIVER.
 RM0526'IN IRON RIVER AT THE SITE OF THE STAND PIPE THAT
 RM0526'FURNISHES WATER PRESSURE FOR IRON RIVER, ON A HILL AND ABOUT 0.48 KM
 RM0526'(0.3 MI) SOUTH OF THE BUSINESS PART OF TOWN, 13.7 METERS (45.0 FT)
 RM0526'WEST OF THE CENTERLINE OF A BLACKTOP STREET, 2.4 METERS (8.0 FT) NORTH
 RM0526'NORTHWEST OF THE BASE OF THE STAND PIPE.
 RM0526'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 RM0526'THE MARK IS 0.61 M ABOVE STREET.
 RM0526
 RM0526                          STATION RECOVERY (1991)
 RM0526
 RM0526'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJK)
 RM0526'RECOVERED IN GOOD CONDITION.
 RM0526
 RM0526                          STATION RECOVERY (2004)
 RM0526
 RM0526'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0526'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 RM0526'CONDITION.  NOTE-- THE STANDPIPE IS NO LONGER PRESENT.
 RM0526'ADD-- TO REACH THE STATION FROM HIGHWAY 2 IN IRON RIVER, TAKE MAIN
 RM0526'STREET SOUTH TO A T-JUNCTION WITH PETTINGIL STREET.  TURN RIGHT (WEST)
 RM0526'ON PETTINGIL STREET AND GO ABOUT 0.1 MILE TO A TURN TO THE LEFT
 RM0526'(SOUTH) ONTO TACOMA ROAD.  GO SOUTH ON TACOMA ROAD TO THE TOP OF A
 RM0526'RISE AND THE STATION ON THE RIGHT.
 RM0526'THE STATION IS ABOUT 30 FEET BORTHWEST OF TELEPHONE JUNCTION BOX
 RM0526'NUMBERED -IR 3D 3- AND 9 FEET WEST OF A RED FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0806 ***********************************************************************
 RM0806  DESIGNATION -  IRON RIVER LOT
 RM0806  PID         -  RM0806
 RM0806  STATE/COUNTY-  WI/BAYFIELD
 RM0806  USGS QUAD   -  HART LAKE (1984)
 RM0806
 RM0806                         *CURRENT SURVEY CONTROL
 RM0806  ___________________________________________________________________
 RM0806* NAD 83(1991)-  46 34 36.00102(N)    091 19 28.10607(W)     ADJUSTED  
 RM0806* NAVD 88     -       393.     (meters)    1289.     (feet)  SCALED    
 RM0806  ___________________________________________________________________
 RM0806  LAPLACE CORR-         -12.70  (seconds)                    DEFLEC99
 RM0806  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 RM0806
 RM0806  HORZ ORDER  -  SECOND
 RM0806
 RM0806.The horizontal coordinates were established by classical geodetic methods
 RM0806.and adjusted by the National Geodetic Survey in March 1999..
 RM0806
 RM0806.The orthometric height was scaled from a topographic map.
 RM0806
 RM0806.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0806
 RM0806.The geoid height was determined by GEOID03.
 RM0806
 RM0806;                    North         East     Units Scale Factor Converg.
 RM0806;SPC WI N     -   157,563.755   498,480.614   MT  0.99997079   -0 57 19.6
 RM0806;SPC WI N     -   516,940.42  1,635,431.81   sFT  0.99997079   -0 57 19.6
 RM0806;UTM  15      - 5,159,485.983   628,384.475   MT  0.99980260   +1 13 01.5
 RM0806
 RM0806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0806!SPC WI N     -   0.99994310  x   0.99997079  =   0.99991389
 RM0806!UTM  15      -   0.99994310  x   0.99980260  =   0.99974571
 RM0806
 RM0806                          SUPERSEDED SURVEY CONTROL
 RM0806
 RM0806  NAD 83(1991)-  46 34 36.00054(N)    091 19 28.10462(W) AD(       ) 2
 RM0806  NAD 83(1986)-  46 34 35.99447(N)    091 19 28.10087(W) AD(       ) 2
 RM0806  NAD 27      -  46 34 36.20800(N)    091 19 27.41100(W) AD(       ) 2
 RM0806
 RM0806.Superseded values are not recommended for survey control.
 RM0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0806.See file dsdata.txt to determine how the superseded data were derived.
 RM0806
 RM0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM2838459486(NAD 83)
 RM0806_MARKER: DB = BENCH MARK DISK
 RM0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0806_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RM0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0806+STABILITY: SURFACE MOTION
 RM0806
 RM0806  HISTORY     - Date     Condition        Report By
 RM0806  HISTORY     - 1953     MONUMENTED       USGS
 RM0806  HISTORY     - 20041128 MARK NOT FOUND   USPSQD
 RM0806
 RM0806                          STATION DESCRIPTION
 RM0806
 RM0806'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (DAJ)
 RM0806'STATION IS LOCATED ABOUT 5 MILES EAST NORTHEAST OF IRON RIVER
 RM0806'AND DIRECTLY UNDER THE IRON RIVER LOOKOUT TOWER.  THE MARK IS AN
 RM0806'8 X 8 CONCRETE BLOCK WITH A STANDARD U.S.G.S. BENCH MARK DISK,
 RM0806'PROJECTS ABOUT 8 INCHES, AND THE DISK IS STAMPED IRON RIVER TOWER
 RM0806'1934.
 RM0806'
 RM0806'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION IRON
 RM0806'TO STATION AND THE DISTANCE IS 17.637 METERS OR 57.86 FEET NORTH
 RM0806'NORTHWEST.
 RM0806'
 RM0806'TO REACH FROM THE POST OFFICE IN IRON RIVER GO EAST ON U.S.
 RM0806'HIGHWAY 2 FOR 3.3 MILES TO A SIDE ROAD LEFT.  TURN LEFT,
 RM0806'CROSSING RAILROAD TRACKS, AND GO NORTH FOR 0.55 MILE TO A
 RM0806'SIDE ROAD LEFT.  TURN RIGHT AND GO EAST FOR 1.0 MILE TO FORKS.
 RM0806'TAKE LEFT FORK AND GO NORTH FOR 0.55 MILE TO LOOKOUT TOWER AND
 RM0806'STATION ON RIGHT AS DESCRIBED.
 RM0806
 RM0806                          STATION RECOVERY (2004)
 RM0806
 RM0806'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0806'NOT FOUND.  THE LOOKOUT TOWER IS PRESENT, BUT THE MONUMENT HAS BEEN
 RM0806'CHIPPED AWAY FROM ITS CONCRETE POST.
 RM0806'NOTE-- THE SIDE ROAD LEFT IN THE 1953 DESCRIPTION IS EAST LONG LAKE
 RM0806'ROAD AND FOREST ROAD 242.  GO NORTH, ACROSS A SNOWMOBILE TRAIL, FOR
 RM0806'0.55 MILE TO FOREST ROAD 242 TURNING RIGHT (EAST).  TURN RIGHT AND GO
 RM0806'EAST FOR 1.0 MILE TO A FORK IN THE ROAD AND FIRE TOWER ROAD TO THE
 RM0806'LEFT.  TAKE FIRE TOWER ROAD NORTH FOR 0.55 MILE TO THE LOOKOUT TOWER
 RM0806'ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0527 ***********************************************************************
 RM0527  DESIGNATION -  IRON RIVER RM 1
 RM0527  PID         -  RM0527
 RM0527  STATE/COUNTY-  WI/BAYFIELD
 RM0527  USGS QUAD   -  IRON LAKE (1984)
 RM0527
 RM0527                         *CURRENT SURVEY CONTROL
 RM0527  ___________________________________________________________________
 RM0527* NAD 83(1986)-  46 33 36.     (N)    091 25 03.     (W)     SCALED    
 RM0527* NAVD 88     -       359.150  (meters)    1178.31   (feet)  ADJUSTED  
 RM0527  ___________________________________________________________________
 RM0527  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 RM0527  DYNAMIC HT  -         359.169 (meters)    1178.37  (feet)  COMP
 RM0527  MODELED GRAV-     980,655.9   (mgal)                       NAVD 88
 RM0527
 RM0527  VERT ORDER  -  FIRST     CLASS II
 RM0527
 RM0527.The horizontal coordinates were scaled from a topographic map and have
 RM0527.an estimated accuracy of +/- 6 seconds.
 RM0527
 RM0527.The orthometric height was determined by differential leveling
 RM0527.and adjusted by the National Geodetic Survey in June 1991..
 RM0527
 RM0527.The geoid height was determined by GEOID03.
 RM0527
 RM0527.The dynamic height is computed by dividing the NAVD 88
 RM0527.geopotential number by the normal gravity value computed on the
 RM0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0527.degrees latitude (g = 980.6199 gals.).
 RM0527
 RM0527.The modeled gravity was interpolated from observed gravity values.
 RM0527
 RM0527;                    North         East    Units  Estimated Accuracy
 RM0527;SPC WI N     -   155,830.      491,320.      MT  (+/- 180 meters Scaled)
 RM0527
 RM0527                          SUPERSEDED SURVEY CONTROL
 RM0527
 RM0527.No superseded survey control is available for this station.
 RM0527
 RM0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM212574(NAD 83)
 RM0527_MARKER: DR = REFERENCE MARK DISK
 RM0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0527_SP_SET: CONCRETE POST
 RM0527_STAMPING: IRON RIVER NO 1 1953
 RM0527_MARK LOGO: CGS   
 RM0527_PROJECTION: PROJECTING 12 CENTIMETERS
 RM0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0527+STABILITY: SURFACE MOTION
 RM0527_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0527+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2004
 RM0527
 RM0527  HISTORY     - Date     Condition        Report By
 RM0527  HISTORY     - 1953     MONUMENTED       CGS
 RM0527  HISTORY     - 1982     GOOD             NGS
 RM0527  HISTORY     - 19910622 GOOD             USPSQD
 RM0527  HISTORY     - 20041128 GOOD             USPSQD
 RM0527
 RM0527                          STATION DESCRIPTION
 RM0527
 RM0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0527'IN IRON RIVER.
 RM0527'IN IRON RIVER AT THE SITE OF THE STAND PIPE THAT
 RM0527'FURNISHES WATER PRESSURE FOR IRON RIVER, ON A HILL AND ABOUT 0.48 KM
 RM0527'(0.3 MI) SOUTH OF THE BUSINESS AREA OF TOWN, 5.5 METERS (18.0 FT) EAST
 RM0527'OF CENTERLINE OF A BLACKTOP STREET.
 RM0527'THE MARK IS 0.31 METERS  W FROM A WITNESS POST.
 RM0527'THE MARK IS 0.61 M ABOVE STREET.
 RM0527
 RM0527                          STATION RECOVERY (1991)
 RM0527
 RM0527'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJK)
 RM0527'RECOVERED IN GOOD CONDITION.
 RM0527
 RM0527                          STATION RECOVERY (2004)
 RM0527
 RM0527'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0527'REFERENCE MARK 1 WAS RECOVERED IN GOOD CONDITION.  NOTE-- THE
 RM0527'STANDPIPE IS NO LONGER PRESENT.
 RM0527'ADD-- TO REACH THE STATION FROM HIGHWAY 2 IN IRON RIVER, TAKE MAIN
 RM0527'STREET SOUTH TO A T-JUNCTION WITH PETTINGIL STREET.  TURN RIGHT (WEST)
 RM0527'ON PETTINGIL STREET AND GO ABOUT 0.1 MILE TO A TURN TO THE LEFT
 RM0527'(SOUTH) ONTO TACOMA ROAD.  GO SOUTH ON TACOMA ROAD TO THE TOP OF A
 RM0527'RISE AND THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0528 ***********************************************************************
 RM0528  DESIGNATION -  IRON RIVER RM 2
 RM0528  PID         -  RM0528
 RM0528  STATE/COUNTY-  WI/BAYFIELD
 RM0528  USGS QUAD   -  IRON LAKE (1984)
 RM0528
 RM0528                         *CURRENT SURVEY CONTROL
 RM0528  ___________________________________________________________________
 RM0528* NAD 83(1986)-  46 33 36.     (N)    091 25 03.     (W)     SCALED    
 RM0528* NAVD 88     -       359.562  (meters)    1179.66   (feet)  ADJUSTED  
 RM0528  ___________________________________________________________________
 RM0528  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 RM0528  DYNAMIC HT  -         359.581 (meters)    1179.73  (feet)  COMP
 RM0528  MODELED GRAV-     980,655.9   (mgal)                       NAVD 88
 RM0528
 RM0528  VERT ORDER  -  FIRST     CLASS II
 RM0528
 RM0528.The horizontal coordinates were scaled from a topographic map and have
 RM0528.an estimated accuracy of +/- 6 seconds.
 RM0528
 RM0528.The orthometric height was determined by differential leveling
 RM0528.and adjusted by the National Geodetic Survey in June 1991..
 RM0528
 RM0528.The geoid height was determined by GEOID03.
 RM0528
 RM0528.The dynamic height is computed by dividing the NAVD 88
 RM0528.geopotential number by the normal gravity value computed on the
 RM0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0528.degrees latitude (g = 980.6199 gals.).
 RM0528
 RM0528.The modeled gravity was interpolated from observed gravity values.
 RM0528
 RM0528;                    North         East    Units  Estimated Accuracy
 RM0528;SPC WI N     -   155,830.      491,320.      MT  (+/- 180 meters Scaled)
 RM0528
 RM0528                          SUPERSEDED SURVEY CONTROL
 RM0528
 RM0528.No superseded survey control is available for this station.
 RM0528
 RM0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM212574(NAD 83)
 RM0528_MARKER: DR = REFERENCE MARK DISK
 RM0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0528_SP_SET: CONCRETE POST
 RM0528_STAMPING: IRON RIVER NO 2 1953
 RM0528_MARK LOGO: CGS   
 RM0528_PROJECTION: PROJECTING 10 CENTIMETERS
 RM0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0528+STABILITY: SURFACE MOTION
 RM0528_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0528+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2004
 RM0528
 RM0528  HISTORY     - Date     Condition        Report By
 RM0528  HISTORY     - 1953     MONUMENTED       CGS
 RM0528  HISTORY     - 1982     GOOD             NGS
 RM0528  HISTORY     - 19910622 GOOD             USPSQD
 RM0528  HISTORY     - 20041128 GOOD             USPSQD
 RM0528
 RM0528                          STATION DESCRIPTION
 RM0528
 RM0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0528'IN IRON RIVER.
 RM0528'IN IRON RIVER, AT THE SITE OF THE STAND PIPE THAT
 RM0528'FURNISHES WATER PRESSURE FOR IRON RIVER, ON A HILL AND ABOUT 0.48 KM
 RM0528'(0.3 MI) SOUTH OF THE BUSINESS AREA OF TOWN, 17.1 METERS (56.0 FT)
 RM0528'WEST OF THE CENTERLINE OF A BLACKTOP STREET, 3.4 METERS (11.0 FT)
 RM0528'SOUTHWEST OF THE BASE OF THE STAND PIPE.
 RM0528'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 RM0528'THE MARK IS 0.31 M ABOVE STREET.
 RM0528
 RM0528                          STATION RECOVERY (1991)
 RM0528
 RM0528'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJK)
 RM0528'RECOVERED IN GOOD CONDITION.
 RM0528
 RM0528                          STATION RECOVERY (2004)
 RM0528
 RM0528'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0528'REFERENCE MARK 2 WAS RECOVERED IN GOOD CONDITION.  NOTE-- THE
 RM0528'STANDPIPE IS NO LONGER PRESENT.
 RM0528'ADD-- TO REACH THE STATION FROM HIGHWAY 2 IN IRON RIVER, TAKE MAIN
 RM0528'STREET SOUTH TO A T-JUNCTION WITH PETTINGIL STREET.  TURN RIGHT (WEST)
 RM0528'ON PETTINGIL STREET AND GO ABOUT 0.1 MILE TO A TURN TO THE LEFT
 RM0528'(SOUTH) ONTO TACOMA ROAD.  GO SOUTH ON TACOMA ROAD TO THE TOP OF A
 RM0528'RISE AND THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5084 ***********************************************************************
 DH5084  DESIGNATION -  IRONTON S GPS
 DH5084  PID         -  DH5084
 DH5084  STATE/COUNTY-  WI/SAUK
 DH5084  USGS QUAD   -  LIME RIDGE (1983)
 DH5084
 DH5084                         *CURRENT SURVEY CONTROL
 DH5084  ___________________________________________________________________
 DH5084* NAD 83(1997)-  43 28 55.26906(N)    090 11 05.93426(W)     ADJUSTED  
 DH5084* NAVD 88     -                                                        
 DH5084  ___________________________________________________________________
 DH5084  X           -     -14,965.893 (meters)                     COMP
 DH5084  Y           -  -4,635,482.168 (meters)                     COMP
 DH5084  Z           -   4,366,739.206 (meters)                     COMP
 DH5084  LAPLACE CORR-          -4.50  (seconds)                    DEFLEC99
 DH5084  ELLIP HEIGHT-         329.51  (meters)          (08/01/05) GPS OBS
 DH5084  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 DH5084
 DH5084  HORZ ORDER  -  FIRST
 DH5084  ELLP ORDER  -  SECOND    CLASS I
 DH5084
 DH5084.The horizontal coordinates were established by GPS observations
 DH5084.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5084
 DH5084
 DH5084.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5084
 DH5084.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5084
 DH5084.The ellipsoidal height was determined by GPS observations
 DH5084.and is referenced to NAD 83.
 DH5084
 DH5084.The geoid height was determined by GEOID03.
 DH5084
 DH5084;                    North         East     Units Scale Factor Converg.
 DH5084;SPC WI S     -   164,654.967   585,035.859   MT  0.99993354   -0 07 37.6
 DH5084;SPC WI S     -   540,205.50  1,919,405.15   sFT  0.99993354   -0 07 37.6
 DH5084;UTM  15      - 4,818,194.346   727,650.772   MT  1.00023752   +1 56 16.5
 DH5084
 DH5084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5084!SPC WI S     -   0.99994833  x   0.99993354  =   0.99988187
 DH5084!UTM  15      -   0.99994833  x   1.00023752  =   1.00018584
 DH5084
 DH5084                          SUPERSEDED SURVEY CONTROL
 DH5084
 DH5084.No superseded survey control is available for this station.
 DH5084
 DH5084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ2765118194(NAD 83)
 DH5084_MARKER: DD = SURVEY DISK
 DH5084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5084_STAMPING: IRONTON S GPS 2004
 DH5084_MARK LOGO: WIDT  
 DH5084_PROJECTION: FLUSH
 DH5084_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5084+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH5084
 DH5084  HISTORY     - Date     Condition        Report By
 DH5084  HISTORY     - 2003     MONUMENTED       WIDT
 DH5084  HISTORY     - 20051228 GOOD             WIDT
 DH5084
 DH5084                          STATION DESCRIPTION
 DH5084
 DH5084'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5084'OWNERSHIP--SAUK COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5084'STATE HIGHWAY 58  WITH COUNTY HIGHWAY S ABOUT 3 MI SOUTH OF THE
 DH5084'VILLAGE OF CAZENOVIA, GO EAST ON COUNTY  HIGHWAY S FOR 1.0 MI TO
 DH5084'SPARKS HILL ROAD ON THE LEFT, CONTINUE EAST ON COUNTY HIGHWAY S  FOR
 DH5084'0.1 MI TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DH5084'DEPARTMENT OF  TRANSPORTATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DH5084'CONCRETE POST ABOUT LEVEL WITH  THE HIGHWAY PAVEMENT.  THE STATION IS
 DH5084'9.9 M SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY  S, 7 M WEST OF THE
 DH5084'FIELD ENTRANCE, 4 M NORTH OF A CULTIVATED FIELD, 1.0 M NORTH OF AN
 DH5084'ORANGE 4X4 PLASTIC WITNESS POST, 1.0 M SOUTHEAST OF AN ORANGE 4X4
 DH5084'PLASTIC WITNESS POST,  AND 1.0 M SOUTHWEST OF AN ORANGE 4X4 PLASTIC
 DH5084'WITNESS POST.  ---NOTE---THIS STATION HAS NO  VISIBLE OBSTRUCTIONS
 DH5084'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH5084
 DH5084                          STATION RECOVERY (2005)
 DH5084
 DH5084'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5084'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5196 ***********************************************************************
 DH5196  DESIGNATION -  IRONTON W GPS
 DH5196  PID         -  DH5196
 DH5196  STATE/COUNTY-  WI/SAUK
 DH5196  USGS QUAD   -  LA VALLE (1975)
 DH5196
 DH5196                         *CURRENT SURVEY CONTROL
 DH5196  ___________________________________________________________________
 DH5196* NAD 83(1997)-  43 31 14.59282(N)    090 09 49.47481(W)     ADJUSTED  
 DH5196* NAVD 88     -                                                        
 DH5196  ___________________________________________________________________
 DH5196  X           -     -13,238.956 (meters)                     COMP
 DH5196  Y           -  -4,632,468.135 (meters)                     COMP
 DH5196  Z           -   4,369,801.962 (meters)                     COMP
 DH5196  LAPLACE CORR-          -4.79  (seconds)                    DEFLEC99
 DH5196  ELLIP HEIGHT-         247.77  (meters)          (08/01/05) GPS OBS
 DH5196  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 DH5196
 DH5196  HORZ ORDER  -  FIRST
 DH5196  ELLP ORDER  -  SECOND    CLASS I
 DH5196
 DH5196.The horizontal coordinates were established by GPS observations
 DH5196.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5196
 DH5196
 DH5196.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5196
 DH5196.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5196
 DH5196.The ellipsoidal height was determined by GPS observations
 DH5196.and is referenced to NAD 83.
 DH5196
 DH5196.The geoid height was determined by GEOID03.
 DH5196
 DH5196;                    North         East     Units Scale Factor Converg.
 DH5196;SPC WI S     -   168,950.866   586,762.412   MT  0.99993471   -0 06 45.0
 DH5196;SPC WI S     -   554,299.63  1,925,069.68   sFT  0.99993471   -0 06 45.0
 DH5196;UTM  15      - 4,822,551.030   729,221.836   MT  1.00024635   +1 57 14.2
 DH5196
 DH5196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5196!SPC WI S     -   0.99996115  x   0.99993471  =   0.99989586
 DH5196!UTM  15      -   0.99996115  x   1.00024635  =   1.00020749
 DH5196
 DH5196                          SUPERSEDED SURVEY CONTROL
 DH5196
 DH5196.No superseded survey control is available for this station.
 DH5196
 DH5196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ2922222551(NAD 83)
 DH5196_MARKER: DD = SURVEY DISK
 DH5196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5196_STAMPING: IRONTON W GPS 2004
 DH5196_MARK LOGO: WIDT  
 DH5196_PROJECTION: FLUSH
 DH5196_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5196+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5196
 DH5196  HISTORY     - Date     Condition        Report By
 DH5196  HISTORY     - 2003     MONUMENTED       WIDT
 DH5196
 DH5196                          STATION DESCRIPTION
 DH5196
 DH5196'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5196'OWNERSHIP--SAUK COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5196'STATE HIGHWAY 58  WITH COUNTY HIGHWAY G SOUTH ABOUT 7 MI WEST OF THE
 DH5196'CITY OF REEDSBURG, GO SOUTH ON  COUNTY HIGHWAY G FOR 0.5 MI TO
 DH5196'MARSHALL ROAD ON THE RIGHT, CONTINUE SOUTH ON COUNTY  HIGHWAY G FOR
 DH5196'0.85 MI TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DH5196'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH5196'IN THE TOP OF A  41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE
 DH5196'HIGHWAY PAVEMENT.  THE STATION IS 8.8  M EAST OF THE CENTERLINE OF
 DH5196'COUNTY HIGHWAY G, 79 M NORTH OF THE EXTENDED CENTERLINE OF  GLASBURN
 DH5196'ROAD, 28.1 M SOUTHEAST OF POWERPOLE --12-3-17 26/35--, 1.0 M NORTH OF
 DH5196'AN ORANGE  4X4 PLASTIC WITNESS POST, 1.0 M SOUTH OF AN ORANGE 4X4
 DH5196'PLASTIC WITNESS POST, AND 0.9 M  WEST OF BARBED WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0586 ***********************************************************************
 QN0586  DESIGNATION -  ISABELLA LOOKOUT
 QN0586  PID         -  QN0586
 QN0586  STATE/COUNTY-  WI/WASHBURN
 QN0586  USGS QUAD   -  SPOONER (1982)
 QN0586
 QN0586                         *CURRENT SURVEY CONTROL
 QN0586  ___________________________________________________________________
 QN0586* NAD 83(1991)-  45 50 38.29274(N)    091 54 50.23074(W)     ADJUSTED  
 QN0586* NAVD 88     -                                                        
 QN0586  ___________________________________________________________________
 QN0586  LAPLACE CORR-         -14.36  (seconds)                    DEFLEC99
 QN0586  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 QN0586
 QN0586  HORZ ORDER  -  THIRD
 QN0586
 QN0586.The horizontal coordinates were established by classical geodetic methods
 QN0586.and adjusted by the National Geodetic Survey in March 1999..
 QN0586
 QN0586
 QN0586.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0586
 QN0586.The geoid height was determined by GEOID03.
 QN0586
 QN0586;                    North         East     Units Scale Factor Converg.
 QN0586;SPC WI N     -    77,069.147   451,342.854   MT  0.99996123   -1 22 50.4
 QN0586;SPC WI N     -   252,851.03  1,480,780.68   sFT  0.99996123   -1 22 50.4
 QN0586;UTM  15      - 5,077,285.203   584,331.057   MT  0.99968743   +0 46 45.2
 QN0586
 QN0586                          SUPERSEDED SURVEY CONTROL
 QN0586
 QN0586  NAD 83(1991)-  45 50 38.29007(N)    091 54 50.23278(W) AD(       ) 4
 QN0586  NAD 83(1986)-  45 50 38.28147(N)    091 54 50.22509(W) AD(       ) 4
 QN0586  NAD 27      -  45 50 38.47500(N)    091 54 49.58800(W) AD(       ) 3
 QN0586
 QN0586.Superseded values are not recommended for survey control.
 QN0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0586.See file dsdata.txt to determine how the superseded data were derived.
 QN0586
 QN0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL8433177285(NAD 83)
 QN0586_MARKER: 57 = LOOKOUT TOWER
 QN0586
 QN0586  HISTORY     - Date     Condition        Report By
 QN0586  HISTORY     - 1934     FIRST OBSERVED   CGS
 QN0586
 QN0586                          STATION DESCRIPTION
 QN0586
 QN0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QN0586'THE STATION IS THE CENTER OF THE ISABELLA FIRE LOOKOUT TOWER,
 QN0586'WHICH IS ABOUT TWO MILES AIRLINE NORTHWEST OF THE TOWN OF
 QN0586'SPOONER, IN THE SW 1/4 SE 1/4 OF SEC. 24, T. 39 N., R. 13 W.
 QN0586'THIS TOWER WAS ERECTED IN 1932 AND WILL BE MAINTAINED PERMANENTLY.
 QN0586'THE TOWER IS THE STANDARD TYPE USED BY THE STATE CONSERVATION
 QN0586'DEPARTMENT IN THE AREA, BEING A FOUR-LEGGED STEEL STRUCTURE
 QN0586'WITH A GOOD HOUSE ON TOP.  IT IS 72 FEET FROM THE GROUND TO THE
 QN0586'FLOOR OF THE LOOKOUT HOUSE.  THE FOUR LEGS ARE SET ON CONCRETE
 QN0586'BASES.  THE STATION WAS NOT VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1181 ***********************************************************************
 OM1181  DESIGNATION -  ISENBERG
 OM1181  PID         -  OM1181
 OM1181  STATE/COUNTY-  WI/SAUK
 OM1181  USGS QUAD   -  ROCK SPRINGS (1975)
 OM1181
 OM1181                         *CURRENT SURVEY CONTROL
 OM1181  ___________________________________________________________________
 OM1181* NAD 83(1991)-  43 29 50.40641(N)    089 53 00.99535(W)     ADJUSTED  
 OM1181* NAVD 88     -       372.     (meters)    1220.     (feet)  SCALED    
 OM1181  ___________________________________________________________________
 OM1181  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 OM1181  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 OM1181
 OM1181  HORZ ORDER  -  FIRST
 OM1181
 OM1181.The horizontal coordinates were established by classical geodetic methods
 OM1181.and adjusted by the National Geodetic Survey in November 1991..
 OM1181
 OM1181.The orthometric height was scaled from a topographic map.
 OM1181
 OM1181.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1181
 OM1181.The geoid height was determined by GEOID03.
 OM1181
 OM1181;                    North         East     Units Scale Factor Converg.
 OM1181;SPC WI S     -   166,346.461   609,413.040   MT  0.99993395   +0 04 47.9
 OM1181;SPC WI S     -   545,755.01  1,999,382.62   sFT  0.99993395   +0 04 47.9
 OM1181;UTM  16      - 4,820,085.404   266,860.943   MT  1.00026864   -1 59 08.7
 OM1181
 OM1181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1181!SPC WI S     -   0.99994718  x   0.99993395  =   0.99988113
 OM1181!UTM  16      -   0.99994718  x   1.00026864  =   1.00021581
 OM1181
 OM1181:                Primary Azimuth Mark                     Grid Az
 OM1181:SPC WI S     -  WISCONSIN DELLS N MUNICIPAL TK           032 01 46.4
 OM1181:UTM  16      -  WISCONSIN DELLS N MUNICIPAL TK           034 05 43.0
 OM1181
 OM1181|---------------------------------------------------------------------|
 OM1181| PID    Reference Object                     Distance      Geod. Az  |
 OM1181|                                                           dddmmss.s |
 OM1181| OM1199 WISCONSIN DELLS N MUNICIPAL TK      APPROX.17.9 KM 0320634.3 |
 OM1181| OM1197 WISCONSIN DELLS S MUNICIPAL TK      APPROX.17.4 KM 0345157.3 |
 OM1181| CI9794 ISENBERG RM 1                        28.121 METERS 10403     |
 OM1181| OM1137 BARABOO SAUK CO CTHSE TWR           APPROX.11.7 KM 1044400.3 |
 OM1181| OM1135 BARABOO FIRST PRESB CH SPIRE        APPROX.12.0 KM 1044552.4 |
 OM1181| CI9795 ISENBERG RM 2                        34.287 METERS 18704     |
 OM1181| CI9793 ISENBERG AZ MK                                     2622238.4 |
 OM1181| ON1015 REEDSBURG NESTLES PROD CO STK       APPROX.10.2 KM 2890521.3 |
 OM1181| ON1014 REEDSBURG ST PETERS EV LUTH CH      APPROX.10.6 KM 2925807.9 |
 OM1181| ON1013 REEDSBURG HIGH SCHOOL CUPOLA        APPROX.10.8 KM 2945522.4 |
 OM1181|---------------------------------------------------------------------|
 OM1181
 OM1181                          SUPERSEDED SURVEY CONTROL
 OM1181
 OM1181  NAD 83(1986)-  43 29 50.39861(N)    089 53 01.00131(W) AD(       ) 1
 OM1181  NAD 27      -  43 29 50.46300(N)    089 53 00.55300(W) AD(       ) 1
 OM1181
 OM1181.Superseded values are not recommended for survey control.
 OM1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1181.See file dsdata.txt to determine how the superseded data were derived.
 OM1181
 OM1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP6686120085(NAD 83)
 OM1181_MARKER: DS = TRIANGULATION STATION DISK
 OM1181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1181
 OM1181  HISTORY     - Date     Condition        Report By
 OM1181  HISTORY     - 1935     MONUMENTED       CGS
 OM1181  HISTORY     - 1957     GOOD             CGS
 OM1181  HISTORY     - 19910325 GOOD             USPSQD
 OM1181
 OM1181                          STATION DESCRIPTION
 OM1181
 OM1181'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 OM1181'THIS STATION IS ABOUT 7-1/2 MILES WESTNORTHWEST OF BARABOO.
 OM1181'6-1/2 MILES EASTSOUTHEAST OF REEDSBURG.  AND 3-1/2 MILES
 OM1181'NORTHNORTHWEST OF NORTH FREEDOM.  IN THE SOUTHEAST 1/4 SECTION
 OM1181'22 T 12 N R 5 E ON LAND OWNED BY OSCAR ISENBERG.  THE MARK
 OM1181'IS IN THE FARMYARD.  22 FEET NORTH OF THE NORTHWEST CORNER
 OM1181'OF A SMALL STONE SMOKEHOUSE.  36 FEET SOUTHSOUTHWEST OF A
 OM1181'2-FOOT PINE.  81 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 OM1181'THE MAIN BARN.  13 FEET EAST OF THE WEST FARMYARD FENCE.
 OM1181'AND IS SET FLUSH.
 OM1181'
 OM1181'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 OM1181'TABLETS SET IN CONCRETE.
 OM1181'
 OM1181'REFERENCE MARK 1 IS EAST OF THE STATION.  AT THE SOUTHWEST
 OM1181'CORNER OF THE HENHOUSE.  156.52 FEET NORTHEAST OF REFERENCE
 OM1181'MARK 2.  AND PROJECTS 1 INCH.
 OM1181'
 OM1181'REFERENCE MARK 2 IS SOUTH OF THE STATION.  40 FEET NORTHWEST
 OM1181'OF THE NORTHWEST CORNER OF THE HOUSE.  1 FOOT EAST OF THE
 OM1181'WEST FARMYARD FENCE.  AND PROJECTS 1 INCH.
 OM1181'
 OM1181'THE AZIMUTH MARK IS WEST OF THE STATION.  IN THE NORTH RIGHT-OF-WAY
 OM1181'FENCE OF THE EAST-WEST ROAD PAST THE STATION.  0.15 MILE
 OM1181'WEST OF A T-ROAD SOUTH.  100 YARDS EAST OF A GROUP OF FARM
 OM1181'BUILDINGS. AND PROJECTS 1 INCH.
 OM1181'
 OM1181'TO REACH FROM THE JUNCTION OF ROUTES 13 AND U.S. 12 WITH
 OM1181'136 IN THE NORTHWEST PART OF BARABOO, GO WEST ON ROUTE 136
 OM1181'3.1 MILES, TURN NORTH, AND GO NORTH, NORTHWEST, AND WEST
 OM1181'3.5 MILES TO MR. ISENBERGS FARM AND THE STATION.
 OM1181'
 OM1181'A LIGHT 100 FEET ABOVE BARABOO COMES INTO VIEW 10 FEET ABOVE
 OM1181'THIS STATION.
 OM1181'
 OM1181'A LIGHT 100 FEET ABOVE SHANNAHAN COMES INTO VIEW 50 FEET ABOVE
 OM1181'THIS STATION.
 OM1181'
 OM1181'LIGHTS 100 FEET ABOVE DUNSE AND 47 FEET ABOVE MERRIMAC COME
 OM1181'INTO VIEW 35 FEET ABOVE THIS STATION.
 OM1181'
 OM1181'LIGHTS 100 FEET ABOVE COENS, 87 FEET ABOVE MAASS, AND 74
 OM1181'FEET ABOVE REEDSBURG ARE VISIBLE FROM THE GROUND AT THIS STATION.
 OM1181
 OM1181                          STATION RECOVERY (1957)
 OM1181
 OM1181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 OM1181'THE STATION MARK AND REFERENCE MARK 1 AND 2 WERE RECOVERED AS
 OM1181'DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  A SEARCH WAS MADE
 OM1181'FOR THE AZIMUTH MARK BUT IT COULD NOT BE FOUND.  IT IS FELT THAT
 OM1181'THE AZIMUTH MARK MAY STILL BE THERE BUT BECAUSE OF HEAVY BRUSH
 OM1181'GROWTH TIME DID NOT PERMIT RECOVERY AT THIS TIME.
 OM1181'
 OM1181'THE ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY, THE ONLY
 OM1181'CHANGE BEING THAT THE STONE SMOKEHOUSE MENTIONED HAS BEEN
 OM1181'REMOVED.
 OM1181
 OM1181                          STATION RECOVERY (1991)
 OM1181
 OM1181'RECOVERY NOTE BY US POWER SQUADRON 1991 (DAH)
 OM1181'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0670 ***********************************************************************
 PN0670  DESIGNATION -  ISLAND USLS
 PN0670  PID         -  PN0670
 PN0670  STATE/COUNTY-  WI/WINNEBAGO
 PN0670  USGS QUAD   -  NEENAH (1992)
 PN0670
 PN0670                         *CURRENT SURVEY CONTROL
 PN0670  ___________________________________________________________________
 PN0670* NAD 83(1986)-  44 14 12.     (N)    088 25 30.     (W)     SCALED    
 PN0670* NAVD 88     -       244.367  (meters)     801.73   (feet)  ADJUSTED  
 PN0670  ___________________________________________________________________
 PN0670  GEOID HEIGHT-         -36.27  (meters)                     GEOID03
 PN0670  DYNAMIC HT  -         244.326 (meters)     801.59  (feet)  COMP
 PN0670  MODELED GRAV-     980,443.3   (mgal)                       NAVD 88
 PN0670
 PN0670  VERT ORDER  -  FIRST     CLASS 0
 PN0670
 PN0670.The horizontal coordinates were scaled from a topographic map and have
 PN0670.an estimated accuracy of +/- 6 seconds.
 PN0670
 PN0670.The orthometric height was determined by differential leveling
 PN0670.and adjusted by the National Geodetic Survey in June 1991..
 PN0670
 PN0670.The geoid height was determined by GEOID03.
 PN0670
 PN0670.The dynamic height is computed by dividing the NAVD 88
 PN0670.geopotential number by the normal gravity value computed on the
 PN0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0670.degrees latitude (g = 980.6199 gals.).
 PN0670
 PN0670.The modeled gravity was interpolated from observed gravity values.
 PN0670
 PN0670;                    North         East    Units  Estimated Accuracy
 PN0670;SPC WI S     -   249,670.      725,820.      MT  (+/- 180 meters Scaled)
 PN0670
 PN0670                          SUPERSEDED SURVEY CONTROL
 PN0670
 PN0670.No superseded survey control is available for this station.
 PN0670
 PN0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP862991(NAD 83)
 PN0670_MARKER: I = METAL ROD
 PN0670_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PN0670_SP_SET: COPPER-CLAD STEEL ROD
 PN0670_PROJECTION: RECESSED 3 CENTIMETERS
 PN0670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0670_ROD/PIPE-DEPTH: 2.44 meters
 PN0670
 PN0670  HISTORY     - Date     Condition        Report By
 PN0670  HISTORY     - 1962     MONUMENTED       USLS
 PN0670  HISTORY     - 1974     GOOD             NOS
 PN0670  HISTORY     - 20031212 MARK NOT FOUND   USPSQD
 PN0670
 PN0670                          STATION DESCRIPTION
 PN0670
 PN0670'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0670'IN APPLETON.
 PN0670'IN SOUTHWEST APPLETON, SOUTH OF THE FOX RIVER, AT THE INTERSECTION OF
 PN0670'WISCONSIN HIGHWAY 47 AND COUNTY ROAD P, IN THE SOUTHEAST CORNER OF
 PN0670'TRAFFIC ISLAND, 8.3 FT. WEST OF THE EAST CURB, 8.3 FT. NORTH OF THE
 PN0670'SOUTH CURB, 1/4 FT. BELOW THE GROUND SURFACE, A 5/8 INCH DIAMETER
 PN0670'COPPER COATED STEEL ROD, 8 FT. LONG.
 PN0670
 PN0670                          STATION RECOVERY (2003)
 PN0670
 PN0670'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0670'NOT FOUND.  THE TRAFFIC ISLAND HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RN1505 ***********************************************************************
 RN1505  DESIGNATION -  ITASCA CSPMO RR ELEVATOR STACK
 RN1505  PID         -  RN1505
 RN1505  STATE/COUNTY-  WI/DOUGLAS
 RN1505  USGS QUAD   -  SUPERIOR (1994)
 RN1505
 RN1505                         *CURRENT SURVEY CONTROL
 RN1505  ___________________________________________________________________
 RN1505* NAD 83(1991)-  46 41 29.88848(N)    092 00 49.86332(W)     ADJUSTED  
 RN1505* NAVD 88     -                                                        
 RN1505  ___________________________________________________________________
 RN1505  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 RN1505  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 RN1505
 RN1505  HORZ ORDER  -  THIRD
 RN1505
 RN1505.The horizontal coordinates were established by classical geodetic methods
 RN1505.and adjusted by the National Geodetic Survey in March 1999..
 RN1505
 RN1505
 RN1505.The Laplace correction was computed from DEFLEC99 derived deflections.
 RN1505
 RN1505.The geoid height was determined by GEOID03.
 RN1505
 RN1505;                    North         East     Units Scale Factor Converg.
 RN1505;SPC WI N     -   171,450.135   445,974.056   MT  0.99998714   -1 27 09.8
 RN1505;SPC WI N     -   562,499.32  1,463,166.55   sFT  0.99998714   -1 27 09.8
 RN1505;SPC MN N     -   121,889.412   883,087.801   MT  1.00010003   +0 48 18.3
 RN1505;UTM  15      - 5,171,369.838   575,402.590   MT  0.99966988   +0 43 03.5
 RN1505
 RN1505                          SUPERSEDED SURVEY CONTROL
 RN1505
 RN1505  NAD 83(1991)-  46 41 29.88892(N)    092 00 49.86133(W) AD(       ) 4
 RN1505  NAD 83(1986)-  46 41 29.88229(N)    092 00 49.85890(W) AD(       ) 4
 RN1505  NAD 27      -  46 41 30.09800(N)    092 00 49.17000(W) AD(       ) 3
 RN1505
 RN1505.Superseded values are not recommended for survey control.
 RN1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1505.See file dsdata.txt to determine how the superseded data were derived.
 RN1505
 RN1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM7540371370(NAD 83)
 RN1505_MARKER: 63 = STACK
 RN1505
 RN1505  HISTORY     - Date     Condition        Report By
 RN1505  HISTORY     - 1905     FIRST OBSERVED   CGS
 RN1505  HISTORY     - 1935     GOOD             CGS
 RN1505  HISTORY     - 20010331 MARK NOT FOUND   NGS
 RN1505
 RN1505                          STATION DESCRIPTION
 RN1505
 RN1505'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WES)
 RN1505'ITASCA ELEVATOR STACK IS CORRECT.  ELEVATOR OS LOCATED AT
 RN1505'EAST SUPERIOR.  NEAR GH ORE DOCK.
 RN1505
 RN1505                          STATION RECOVERY (2001)
 RN1505
 RN1505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RN1505'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5119 ***********************************************************************
 DH5119  DESIGNATION -  ITHACA E GPS
 DH5119  PID         -  DH5119
 DH5119  STATE/COUNTY-  WI/RICHLAND
 DH5119  USGS QUAD   -  BEAR VALLEY (1983)
 DH5119
 DH5119                         *CURRENT SURVEY CONTROL
 DH5119  ___________________________________________________________________
 DH5119* NAD 83(1997)-  43 20 17.38792(N)    090 13 00.55943(W)     ADJUSTED  
 DH5119* NAVD 88     -                                                        
 DH5119  ___________________________________________________________________
 DH5119  X           -     -17,583.414 (meters)                     COMP
 DH5119  Y           -  -4,646,439.387 (meters)                     COMP
 DH5119  Z           -   4,355,111.412 (meters)                     COMP
 DH5119  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 DH5119  ELLIP HEIGHT-         305.24  (meters)          (08/01/05) GPS OBS
 DH5119  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 DH5119
 DH5119  HORZ ORDER  -  FIRST
 DH5119  ELLP ORDER  -  SECOND    CLASS I
 DH5119
 DH5119.The horizontal coordinates were established by GPS observations
 DH5119.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5119
 DH5119
 DH5119.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5119
 DH5119.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5119
 DH5119.The ellipsoidal height was determined by GPS observations
 DH5119.and is referenced to NAD 83.
 DH5119
 DH5119.The geoid height was determined by GEOID03.
 DH5119
 DH5119;                    North         East     Units Scale Factor Converg.
 DH5119;SPC WI S     -   148,679.808   582,418.580   MT  0.99993315   -0 08 56.3
 DH5119;SPC WI S     -   487,793.67  1,910,818.29   sFT  0.99993315   -0 08 56.3
 DH5119;UTM  15      - 4,802,130.541   725,609.503   MT  1.00022616   +1 54 39.3
 DH5119
 DH5119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5119!SPC WI S     -   0.99995214  x   0.99993315  =   0.99988529
 DH5119!UTM  15      -   0.99995214  x   1.00022616  =   1.00017828
 DH5119
 DH5119                          SUPERSEDED SURVEY CONTROL
 DH5119
 DH5119.No superseded survey control is available for this station.
 DH5119
 DH5119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ2561002131(NAD 83)
 DH5119_MARKER: DD = SURVEY DISK
 DH5119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5119_STAMPING: ITHACA E GPS 2004
 DH5119_MARK LOGO: WIDT  
 DH5119_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5119+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5119
 DH5119  HISTORY     - Date     Condition        Report By
 DH5119  HISTORY     - 2003     MONUMENTED       WIDT
 DH5119
 DH5119                          STATION DESCRIPTION
 DH5119
 DH5119'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5119'OWNERSHIP--TOWNSHIP OF ITHACA.  TO REACH THE STATION FROM THE JUNCTION
 DH5119'OF STATE  HIGHWAY 130 WITH COUNTY HIGHWAY N WEST ABOUT 10 MI EAST OF
 DH5119'THE CITY OF RICHLAND  CENTER, GO WEST ON COUNTY HIGHWAY N FOR 3.4 MI
 DH5119'TO KEYSVILLE RIDGE DRIVE ON THE LEFT,  TURN LEFT AND GO SOUTH FOR 0.3
 DH5119'MI TO THE STATION ON THE RIGHT.  THE  STATION IS A  BRONZE WISCONSIN
 DH5119'DEPARTMENT OF  TRANSPORTATION GEODETIC SURVEY  CONTROL STATION DISK
 DH5119'SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT 1 M  ABOVE ROAD
 DH5119'PAVEMENT.  THE STATION IS 6.7 M SOUTHWEST  OF THE CENTERLINE OF
 DH5119'KEYSVILLE  RIDGE DRIVE, 54.6 M SOUTHEAST OF A POWERPOLE, 37.4 M
 DH5119'NORTHWEST OF A POWERPOLE,  2 M NORTHEAST OF A CULTIVATED FIELD, 1.0 M
 DH5119'NORTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS  POST AND 1.0 M SOUTHEAST
 DH5119'OF AN ORANGE 4X4 PLASTIC WITNESS  POST.  ---NOTE--- THIS STATION HAS
 DH5119'NO  VISIBLE  OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH5119'HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5116 ***********************************************************************
 DH5116  DESIGNATION -  ITHACA S GPS
 DH5116  PID         -  DH5116
 DH5116  STATE/COUNTY-  WI/RICHLAND
 DH5116  USGS QUAD   -  BEAR VALLEY (1983)
 DH5116
 DH5116                         *CURRENT SURVEY CONTROL
 DH5116  ___________________________________________________________________
 DH5116* NAD 83(1997)-  43 17 08.37348(N)    090 12 41.83187(W)     ADJUSTED  
 DH5116* NAVD 88     -                                                        
 DH5116  ___________________________________________________________________
 DH5116  X           -     -17,176.023 (meters)                     COMP
 DH5116  Y           -  -4,650,360.588 (meters)                     COMP
 DH5116  Z           -   4,350,789.710 (meters)                     COMP
 DH5116  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 DH5116  ELLIP HEIGHT-         192.74  (meters)          (08/01/05) GPS OBS
 DH5116  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 DH5116
 DH5116  HORZ ORDER  -  FIRST
 DH5116  ELLP ORDER  -  SECOND    CLASS I
 DH5116
 DH5116.The horizontal coordinates were established by GPS observations
 DH5116.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5116
 DH5116
 DH5116.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5116
 DH5116.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5116
 DH5116.The ellipsoidal height was determined by GPS observations
 DH5116.and is referenced to NAD 83.
 DH5116
 DH5116.The geoid height was determined by GEOID03.
 DH5116
 DH5116;                    North         East     Units Scale Factor Converg.
 DH5116;SPC WI S     -   142,845.996   582,825.599   MT  0.99993457   -0 08 43.5
 DH5116;SPC WI S     -   468,653.91  1,912,153.65   sFT  0.99993457   -0 08 43.5
 DH5116;UTM  15      - 4,796,313.408   726,226.036   MT  1.00022960   +1 54 45.4
 DH5116
 DH5116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5116!SPC WI S     -   0.99996978  x   0.99993457  =   0.99990435
 DH5116!UTM  15      -   0.99996978  x   1.00022960  =   1.00019937
 DH5116
 DH5116                          SUPERSEDED SURVEY CONTROL
 DH5116
 DH5116.No superseded survey control is available for this station.
 DH5116
 DH5116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH2622696313(NAD 83)
 DH5116_MARKER: DD = SURVEY DISK
 DH5116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5116_STAMPING: ITHACA S GPS 2004
 DH5116_MARK LOGO: WIDT  
 DH5116_PROJECTION: FLUSH
 DH5116_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5116+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5116
 DH5116  HISTORY     - Date     Condition        Report By
 DH5116  HISTORY     - 2003     MONUMENTED       WIDT
 DH5116
 DH5116                          STATION DESCRIPTION
 DH5116
 DH5116'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5116'OWNERSHIP--TOWNSHIP OF BUENA VISTA.  TO REACH THE STATION FROM THE
 DH5116'JUNCTION OF STATE  HIGHWAY 130 WITH COUNTY HIGHWAY N WEST ABOUT 10 MI
 DH5116'EAST OF THE CITY OF RICHLAND  CENTER, GO SOUTH ON STATE HIGHWAY 130
 DH5116'FOR 3.3 MI TO MUNZ DRIVE ON THE RIGHT AND SAINT  KILLIANS ROAD ON THE
 DH5116'LEFT, TURN LEFT AND GO EAST ON SAINT KILLIANS ROAD FOR 0.1 MI TO THE
 DH5116'STATION ON THE RIGHT.  THE STATION IS A  BRONZE WISCONSIN  DEPARTMENT
 DH5116'OF  TRANSPORTATION GEODETIC SURVEY  CONTROL STATION DISK SET IN THE
 DH5116'TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT 1 M  BELOW THE ROAD
 DH5116'PAVEMENT.  THE STATION IS 6.4 M SOUTH OF THE CENTERLINE OF SAINT
 DH5116'KILLIANS  ROAD, 39.4 M WEST-SOUTHWEST OF A WOOD POST FOR A --STOP
 DH5116'AHEAD-- SIGN, 20.3 M SOUTHEAST OF  A WOOD POST FOR A --SPEED LIMIT 25
 DH5116'BY ORDER OF BUENA VISTA TOWNBOARD, NO PARKING  ANYTIME--SIGNS, 1.0 M
 DH5116'NORTH OF AN ORANGE 4X4 PLASTIC WITNESS  POST, 1.0 M SOUTHEAST OF AN
 DH5116'ORANGE 4X4 PLASTIC WITNESS  POST AND 1.O M SOUTHWEST OF AN ORANGE 4X4
 DH5116'PLASTIC WITNESS POST.  ---NOTE THIS STATION  HAS NO  VISIBLE
 DH5116'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1223 ***********************************************************************
 PN1223  DESIGNATION -  IVY
 PN1223  PID         -  PN1223
 PN1223  STATE/COUNTY-  WI/PORTAGE
 PN1223  USGS QUAD   -  DANCY (1991)
 PN1223
 PN1223                         *CURRENT SURVEY CONTROL
 PN1223  ___________________________________________________________________
 PN1223* NAD 83(1991)-  44 39 42.48145(N)    089 38 36.81500(W)     ADJUSTED  
 PN1223* NAVD 88     -       343.8    (meters)    1128.     (feet)  VERTCON   
 PN1223  ___________________________________________________________________
 PN1223  LAPLACE CORR-          -6.49  (seconds)                    DEFLEC99
 PN1223  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 PN1223
 PN1223  HORZ ORDER  -  SECOND
 PN1223
 PN1223.The horizontal coordinates were established by classical geodetic methods
 PN1223.and adjusted by the National Geodetic Survey in November 1991..
 PN1223
 PN1223.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1223
 PN1223.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1223
 PN1223.The geoid height was determined by GEOID03.
 PN1223
 PN1223;                    North         East     Units Scale Factor Converg.
 PN1223;SPC WI C     -    92,119.711   628,267.457   MT  0.99994767   +0 15 05.4
 PN1223;SPC WI C     -   302,229.42  2,061,240.82   sFT  0.99994767   +0 15 05.4
 PN1223;UTM  16      - 4,948,781.526   290,424.022   MT  1.00014015   -1 51 32.0
 PN1223
 PN1223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1223!SPC WI C     -   0.99995165  x   0.99994767  =   0.99989932
 PN1223!UTM  16      -   0.99995165  x   1.00014015  =   1.00009179
 PN1223
 PN1223|---------------------------------------------------------------------|
 PN1223| PID    Reference Object                     Distance      Geod. Az  |
 PN1223|                                                           dddmmss.s |
 PN1223| PN1224 IVY RM 1                             15.783 METERS 09303     |
 PN1223| PN1225 IVY RM 2                             19.743 METERS 18254     |
 PN1223|---------------------------------------------------------------------|
 PN1223
 PN1223                          SUPERSEDED SURVEY CONTROL
 PN1223
 PN1223  NAD 83(1986)-  44 39 42.48057(N)    089 38 36.82274(W) AD(       ) 2
 PN1223  NGVD 29 (01/12/90)  343.8    (m)         1128.     (f) VERT ANG       
 PN1223
 PN1223.Superseded values are not recommended for survey control.
 PN1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1223.See file dsdata.txt to determine how the superseded data were derived.
 PN1223
 PN1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ9042448782(NAD 83)
 PN1223_MARKER: DE = TRAVERSE STATION DISK
 PN1223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN1223_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1223+STABILITY: SURFACE MOTION
 PN1223
 PN1223  HISTORY     - Date     Condition        Report By
 PN1223  HISTORY     - 1980     MONUMENTED       WIDT
 PN1223
 PN1223                          STATION DESCRIPTION
 PN1223
 PN1223'DESCRIBED BY WI DEPT OF TRANSP 1980 (LTK)
 PN1223'THE STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF STEVENS POINT AND 9
 PN1223'MILES SOUTH SOUTHEAST OF MOSINEE ON RIGHT OF WAY OF USH 51.
 PN1223'
 PN1223'TO REACH THE STATION FROM THE JUNCTION OF USH 51 AND STH 66 AT THE
 PN1223'NORTHEAST EDGE OF STEVENS POINT, GO NORTH ON USH 51 FOR 5.5 MILES TO
 PN1223'JUNCTION WITH CTH X OVER USH 51.  CONTINUE NORTH ON USH 51 FOR 4.8
 PN1223'MILES TO THE STATION WEST OF THE HIGHWAY NEAR THE RIGHT OF WAY FENCE
 PN1223'LINE.
 PN1223'
 PN1223'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---IVY 1980---.
 PN1223'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 PN1223'MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS 97 FEET WEST OF THE
 PN1223'CENTER OF THE SOUTHBOUND ROADWAY OF USH 51, 46.5 FEET NORTHEAST OF A
 PN1223'POWER POLE--NUMBER 2507--, 30.5 FEET EAST OF AN 18 INCH RED OAK, 2
 PN1223'FEET EAST OF THE RIGHT OF WAY FENCE LINE, AND 2 FEET EAST OF A METAL
 PN1223'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 PN1223'CONCRETE 4.5 FEET BELOW GROUND.
 PN1223'
 PN1223'REFERENCE MARK 1 IS A STANDARD WIDT DISK STAMPED---IVY RM 1 1980---
 PN1223'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 PN1223'FLUSH WITH THE GROUND.  IT IS 53 FEET EAST OF THE RIGHT OF WAY FENCE
 PN1223'LINE, 45 FEET WEST OF THE CENTER OF THE SOUTHBOUND ROADWAY OF USH 51,
 PN1223'3 FEET EAST OF A METAL WITNESS POST, AND 3 FEET LOWER THAN THE
 PN1223'STATION.
 PN1223'
 PN1223'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---IVY RM 2 1980---
 PN1223'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 PN1223'PROJECTS 2 INCHES ABOVE GROUND.  IT IS 105 FEET WEST OF THE CENTER OF
 PN1223'THE SOUTHBOUND ROADWAY OF USH 51, 29 FEET SOUTHEAST OF A POWER POLE
 PN1223'--NUMBER 2507--, 4 FEET EAST OF THE RIGHT OF WAY FENCE LINE, 2 FEE
 PN1223'EAST OF A METAL WITNESS POST, AND LEVEL WITH THE STATION.
 PN1223'
 PN1223'NO AZIMUTH MARK WAS SET.  HEIGHT OF LIGHT ABOVE MARK WAS 1.46 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0867 ***********************************************************************
 OM0867  DESIGNATION -  IXONIA
 OM0867  PID         -  OM0867
 OM0867  STATE/COUNTY-  WI/JEFFERSON
 OM0867  USGS QUAD   -  HELENVILLE (1971)
 OM0867
 OM0867                         *CURRENT SURVEY CONTROL
 OM0867  ___________________________________________________________________
 OM0867* NAD 83(1991)-  43 06 43.39230(N)    088 37 37.99574(W)     ADJUSTED  
 OM0867* NAVD 88     -       277.     (meters)     909.     (feet)  SCALED    
 OM0867  ___________________________________________________________________
 OM0867  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 OM0867  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 OM0867
 OM0867  HORZ ORDER  -  THIRD
 OM0867
 OM0867.The horizontal coordinates were established by classical geodetic methods
 OM0867.and adjusted by the National Geodetic Survey in November 1991..
 OM0867
 OM0867.The orthometric height was scaled from a topographic map.
 OM0867
 OM0867.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0867
 OM0867.The geoid height was determined by GEOID03.
 OM0867
 OM0867;                    North         East     Units Scale Factor Converg.
 OM0867;SPC WI S     -   124,458.001   711,722.932   MT  0.99994522   +0 56 35.7
 OM0867;SPC WI S     -   408,325.96  2,335,044.32   sFT  0.99994522   +0 56 35.7
 OM0867;UTM  16      - 4,774,543.277   367,607.962   MT  0.99981562   -1 06 44.1
 OM0867
 OM0867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0867!SPC WI S     -   0.99996198  x   0.99994522  =   0.99990720
 OM0867!UTM  16      -   0.99996198  x   0.99981562  =   0.99977760
 OM0867
 OM0867|---------------------------------------------------------------------|
 OM0867| PID    Reference Object                     Distance      Geod. Az  |
 OM0867|                                                           dddmmss.s |
 OM0867| CI9797 IXONIA RM 1                          12.575 METERS 00656     |
 OM0867| CJ7904 CALEDONIA PP 1                       22.281 METERS 07559     |
 OM0867| CI9798 IXONIA RM 2                          22.182 METERS 10712     |
 OM0867| CJ7905 CALEDONIA PP 2                       11.918 METERS 18005     |
 OM0867| CI9796 IXONIA AZ MK                                       3204634.6 |
 OM0867|---------------------------------------------------------------------|
 OM0867
 OM0867                          SUPERSEDED SURVEY CONTROL
 OM0867
 OM0867  NAD 83(1986)-  43 06 43.38522(N)    088 37 38.00325(W) AD(       ) 3
 OM0867  NAD 27      -  43 06 43.35936(N)    088 37 37.64388(W) AD(       ) 3
 OM0867
 OM0867.Superseded values are not recommended for survey control.
 OM0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0867.See file dsdata.txt to determine how the superseded data were derived.
 OM0867
 OM0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6760874543(NAD 83)
 OM0867_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0867
 OM0867  HISTORY     - Date     Condition        Report By
 OM0867  HISTORY     - 1957     MONUMENTED       CGS
 OM0867  HISTORY     - 19941008 MARK NOT FOUND   USPSQD
 OM0867
 OM0867                          STATION DESCRIPTION
 OM0867
 OM0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 OM0867'THE STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF WATERTOWN,
 OM0867'ABOUT 3-1/2 MILES NORTHWEST OF CONCORD AND ON PROPERTY OWNED
 OM0867'BY MR. ROBERT F. SCHULTZ.  IT IS 185 FEET EAST OF THE CENTERLINE
 OM0867'OF COUNTY HIGHWAY E, 130 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 OM0867'OF A LARGE FRAME HOUSE, 62 FEET WEST OF THE NORTHWEST CORNER
 OM0867'OF A BARN, 55 FEET EAST OF A LARGE 60 INCH OAK TREE AND IN THE
 OM0867'EAST EDGE OF A CIRCLE FORMED BY A GRAVELED DRIVEWAY.  THE MARK
 OM0867'IS FLUSH AND THE DISK IS STAMPED IXONIA 1957.
 OM0867'
 OM0867'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 90
 OM0867'AND COUNTY HIGHWAYS B AND E IN CONCORD, GO NORTHWEST ON HIGHWAY
 OM0867'E FOR 1.3 MILES TO THE JUNCTION OF STATE HIGHWAY 30, CONTINUE
 OM0867'NORTHWEST ON HIGHWAY E FOR 1.95 MILES TO THE STATION ON THE
 OM0867'RIGHT.
 OM0867'
 OM0867'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHWEST ON
 OM0867'HIGHWAY E FOR 0.2 MILE TO THE MARK ON THE LEFT.
 OM0867'
 OM0867'REFERENCE MARK 1 IS 29 FEET NORTHWEST OF THE NORTHWEST CORNER
 OM0867'OF THE BARN, 16 FEET SOUTHEAST OF A POWER LINE POLE AND 12
 OM0867'FEET NORTHEAST OF THE CENTERLINE OF A GRAVEL DRIVEWAY.  THE
 OM0867'MARK IS FLUSH AND THE DISK IS STAMPED IXONIA NO 1 1957.
 OM0867'
 OM0867'REFERENCE MARK 2 IS 12 FEET EAST OF THE CENTERLINE OF THE
 OM0867'DRIVEWAY AND 1 FOOT WEST OF THE SOUTHWEST CORNER OF THE BARN.
 OM0867'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED IXONIA NO 2
 OM0867'1957.
 OM0867'
 OM0867'THE AZIMUTH MARK IS 31 FEET WEST OF THE CENTERLINE OF THE HIGHWAY
 OM0867'AND 2 FEET SOUTH OF A WHITE WITNESS POST AND A POWER LINE POLE.
 OM0867'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED IXONIA
 OM0867'1957.
 OM0867'
 OM0867'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OM0867
 OM0867                          STATION RECOVERY (1994)
 OM0867
 OM0867'RECOVERY NOTE BY US POWER SQUADRON 1994
 OM0867'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9608 ***********************************************************************
 DF9608  DESIGNATION -  IXONIA N GPS
 DF9608  PID         -  DF9608
 DF9608  STATE/COUNTY-  WI/JEFFERSON
 DF9608  USGS QUAD   -  IXONIA (1971)
 DF9608
 DF9608                         *CURRENT SURVEY CONTROL
 DF9608  ___________________________________________________________________
 DF9608* NAD 83(1997)-  43 11 08.59985(N)    088 34 27.96924(W)     ADJUSTED  
 DF9608* NAVD 88     -       263.677  (meters)     865.08   (feet)  ADJUSTED  
 DF9608  ___________________________________________________________________
 DF9608  X           -     115,883.358 (meters)                     COMP
 DF9608  Y           -  -4,656,582.725 (meters)                     COMP
 DF9608  Z           -   4,342,725.525 (meters)                     COMP
 DF9608  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 DF9608  ELLIP HEIGHT-         229.09  (meters)          (04/02/04) GPS OBS
 DF9608  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 DF9608  DYNAMIC HT  -         263.612 (meters)     864.87  (feet)  COMP
 DF9608  MODELED GRAV-     980,363.9   (mgal)                       NAVD 88
 DF9608
 DF9608  HORZ ORDER  -  FIRST
 DF9608  VERT ORDER  -  SECOND    CLASS I
 DF9608  ELLP ORDER  -  FOURTH    CLASS I
 DF9608
 DF9608.The horizontal coordinates were established by GPS observations
 DF9608.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DF9608
 DF9608.The orthometric height was determined by differential leveling
 DF9608.and adjusted by the National Geodetic Survey in February 2004..
 DF9608.No vertical observational check was made to the station.
 DF9608
 DF9608.Photographs are available for this station.
 DF9608
 DF9608.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9608
 DF9608.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9608
 DF9608.The ellipsoidal height was determined by GPS observations
 DF9608.and is referenced to NAD 83.
 DF9608
 DF9608.The geoid height was determined by GEOID03.
 DF9608
 DF9608.The dynamic height is computed by dividing the NAVD 88
 DF9608.geopotential number by the normal gravity value computed on the
 DF9608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9608.degrees latitude (g = 980.6199 gals.).
 DF9608
 DF9608.The modeled gravity was interpolated from observed gravity values.
 DF9608
 DF9608;                    North         East     Units Scale Factor Converg.
 DF9608;SPC WI S     -   132,712.692   715,878.513   MT  0.99993959   +0 58 46.2
 DF9608;SPC WI S     -   435,408.22  2,348,678.09   sFT  0.99993959   +0 58 46.2
 DF9608;UTM  16      - 4,782,642.458   372,056.465   MT  0.99980137   -1 04 39.5
 DF9608
 DF9608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9608!SPC WI S     -   0.99996408  x   0.99993959  =   0.99990367
 DF9608!UTM  16      -   0.99996408  x   0.99980137  =   0.99976545
 DF9608
 DF9608                          SUPERSEDED SURVEY CONTROL
 DF9608
 DF9608  NAVD 88 (04/02/04)  263.68   (m)          865.1    (f) LEVELING    3  
 DF9608
 DF9608.Superseded values are not recommended for survey control.
 DF9608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9608.See file dsdata.txt to determine how the superseded data were derived.
 DF9608
 DF9608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7205682642(NAD 83)
 DF9608_MARKER: DD = SURVEY DISK
 DF9608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9608_STAMPING: IXONIA N GPS 1992
 DF9608_MARK LOGO: WI-055
 DF9608_PROJECTION: FLUSH
 DF9608_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9608+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9608
 DF9608  HISTORY     - Date     Condition        Report By
 DF9608  HISTORY     - 1992     MONUMENTED       WI-055
 DF9608  HISTORY     - 2001     GOOD             WIDT
 DF9608
 DF9608                          STATION DESCRIPTION
 DF9608
 DF9608'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9608'THE STATION IS LOCATED ABOUT 36 KM NORTHEAST OF FORT ATKINSON, 19 KM
 DF9608'NORTHEAST OF JOHNSON CREEK, AND 12 KM EAST OF WATERTOWN.
 DF9608'OWNERSHIP--JEFFERSON COUNTY. TO REACH THE STATION FROM THE JUNCTION
 DF9608'OF STATE HIGHWAY 16 WITH STATE HIGHWAY 19 ABOUT 3 KM SOUTHEAST OF THE
 DF9608'CITY OF WATERTOWN, GO SOUTHEAST ON STATE HIGHWAY 16 FOR 4.0 KM TO
 DF9608'HUSTISFORD ROAD ON THE LEFT, TURN LEFT AND GO NORTH ON HUSTISFORD
 DF9608'ROAD FOR 3.5 KM TO COUNTY HIGHWAY CW, TURN RIGHT AND GO EAST ON
 DF9608'COUNTY HIGHWAY CW FOR 5.1 KM TO GREEN VALLEY ROAD, CONTINUE SOUTHEAST
 DF9608'ON COUNTY HIGHWAY CW FOR 1.0 KM TO THE STATION ON THE RIGHT. THE
 DF9608'STATION IS A BRONZE JEFFERSON COUNTY GEODETIC CONTROL MARKER DISK SET
 DF9608'IN THE TOP OF A 45-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8 M
 DF9608'AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT. THE STATION IS 13.9 M
 DF9608'SOUTHWEST OF THE CENTERLINE OF COUNTY HIGHWAY CW, 62 M SOUTH OF A
 DF9608'WOOD POST FOR A --LEFT CURVE-- CAUTION SIGN, 56 M NORTHWEST OF THE
 DF9608'CENTERLINE OF A FIELD ENTRANCE, AND 2 M EAST OF A CULTIVATED FIELD.
 DF9608'---NOTE---THE STATION IS 0.6 M NORTHWEST OF A WHITE PLASTIC WITNESS
 DF9608'POST AND SURROUNDED BY THREE ORANGE PLASTIC 10-CM SQUARE GUARD POSTS.
 DF9608' ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9608'THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9607 ***********************************************************************
 DF9607  DESIGNATION -  IXONIA N GPS AZ MK
 DF9607  PID         -  DF9607
 DF9607  STATE/COUNTY-  WI/JEFFERSON
 DF9607  USGS QUAD   -  IXONIA (1971)
 DF9607
 DF9607                         *CURRENT SURVEY CONTROL
 DF9607  ___________________________________________________________________
 DF9607* NAD 83(1986)-  43 10 54.     (N)    088 34 10.     (W)     SCALED    
 DF9607* NAVD 88     -       259.610  (meters)     851.74   (feet)  ADJUSTED  
 DF9607  ___________________________________________________________________
 DF9607  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 DF9607  DYNAMIC HT  -         259.545 (meters)     851.52  (feet)  COMP
 DF9607  MODELED GRAV-     980,363.6   (mgal)                       NAVD 88
 DF9607
 DF9607  VERT ORDER  -  SECOND    CLASS I
 DF9607
 DF9607.The horizontal coordinates were scaled from a topographic map and have
 DF9607.an estimated accuracy of +/- 6 seconds.
 DF9607
 DF9607.The orthometric height was determined by differential leveling
 DF9607.and adjusted by the National Geodetic Survey in February 2004..
 DF9607
 DF9607.The geoid height was determined by GEOID03.
 DF9607
 DF9607.The dynamic height is computed by dividing the NAVD 88
 DF9607.geopotential number by the normal gravity value computed on the
 DF9607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9607.degrees latitude (g = 980.6199 gals.).
 DF9607
 DF9607.The modeled gravity was interpolated from observed gravity values.
 DF9607
 DF9607;                    North         East    Units  Estimated Accuracy
 DF9607;SPC WI S     -   132,270.      716,290.      MT  (+/- 180 meters Scaled)
 DF9607
 DF9607                          SUPERSEDED SURVEY CONTROL
 DF9607
 DF9607.No superseded survey control is available for this station.
 DF9607
 DF9607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN724821(NAD 83)
 DF9607_MARKER: DZ = AZIMUTH MARK DISK
 DF9607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9607_STAMPING: IXONIA N GPS 1992
 DF9607_MARK LOGO: WI-055
 DF9607_PROJECTION: FLUSH
 DF9607_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9607+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9607
 DF9607  HISTORY     - Date     Condition        Report By
 DF9607  HISTORY     - 1992     MONUMENTED       WI-055
 DF9607  HISTORY     - 2001     GOOD             WIDT
 DF9607
 DF9607                          STATION DESCRIPTION
 DF9607
 DF9607'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9607'THE STATION IS LOCATED ABOUT 36 KM NORTHEAST OF FORT ATKINSON, 33 KM
 DF9607'NORTHWEST WAUKESHA, AND 13 KM EAST OF WATERTOWN. OWNERSHIP--JEFFERSON
 DF9607'COUNTY. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 19
 DF9607'WITH STATE HIGHWAY 16 ABOUT 3 KM SOUTHEAST OF THE CITY OF WATERTOWN,
 DF9607'GO SOUTHEAST ON STATE HIGHWAY 16 FOR 4.0 KM TO HUSTISFORD ROAD ON THE
 DF9607'LEFT, TURN LEFT AND GO NORTH ON HUSTISFORD ROAD FOR 3.5 KM TO COUNTY
 DF9607'HIGHWAY CW, TURN RIGHT AND GO EAST ON COUNTY HIGHWAY CW FOR 5.4 KM TO
 DF9607'GREEN VALLEY ROAD, CONTINUE SOUTHEAST ON COUNTY HIGHWAY CW FOR 1.4 KM
 DF9607'TO THE STATION ON THE LEFT. THE STATION IS A BRONZE JEFFERSON COUNTY
 DF9607'GEODETIC CONROL MARKER AZIMUTH MARK DISK SET IN THE TOP OF A 45 CM
 DF9607'DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8 M AND ABOUT 1 M BELOW
 DF9607'THE HIGHWAY PAVEMENT. THE STATION IS 10.2 M NORTHEAST OF THE
 DF9607'CENTERLINE OF COUNTY HIGHWAY CW, 74 M NORTHWEST THE CENTERLINE OF
 DF9607'PRIVATE ENTRANCE --W735--, 24 M WEST OF THE CENTERLINE OF A FIELD
 DF9607'ENTRANCE, AND 10 M SOUTHWEST OF A CULTIVATED FIELD.  ---NOTE---THE
 DF9607'STATION IS 0.4 M SOUTHEAST OF A WHITE PLASTIC WITNESS POST.
 DF9607'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9607'THAN 10 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9983 ***********************************************************************
 DF9983  DESIGNATION -  IXONIA W GPS
 DF9983  PID         -  DF9983
 DF9983  STATE/COUNTY-  WI/JEFFERSON
 DF9983  USGS QUAD   -  WATERTOWN (1971)
 DF9983
 DF9983                         *CURRENT SURVEY CONTROL
 DF9983  ___________________________________________________________________
 DF9983* NAD 83(1997)-  43 09 28.42281(N)    088 37 45.04039(W)     ADJUSTED  
 DF9983* NAVD 88     -       269.233  (meters)     883.31   (feet)  ADJUSTED  
 DF9983  ___________________________________________________________________
 DF9983  X           -     111,484.977 (meters)                     COMP
 DF9983  Y           -  -4,658,810.025 (meters)                     COMP
 DF9983  Z           -   4,340,474.658 (meters)                     COMP
 DF9983  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 DF9983  ELLIP HEIGHT-         234.70  (meters)          (04/02/04) GPS OBS
 DF9983  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 DF9983  DYNAMIC HT  -         269.165 (meters)     883.09  (feet)  COMP
 DF9983  MODELED GRAV-     980,361.5   (mgal)                       NAVD 88
 DF9983
 DF9983  HORZ ORDER  -  FIRST
 DF9983  VERT ORDER  -  SECOND    CLASS I
 DF9983  ELLP ORDER  -  FOURTH    CLASS I
 DF9983
 DF9983.The horizontal coordinates were established by GPS observations
 DF9983.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DF9983
 DF9983.The orthometric height was determined by differential leveling
 DF9983.and adjusted by the National Geodetic Survey in February 2004..
 DF9983
 DF9983.Photographs are available for this station.
 DF9983
 DF9983.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9983
 DF9983.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9983
 DF9983.The ellipsoidal height was determined by GPS observations
 DF9983.and is referenced to NAD 83.
 DF9983
 DF9983.The geoid height was determined by GEOID03.
 DF9983
 DF9983.The dynamic height is computed by dividing the NAVD 88
 DF9983.geopotential number by the normal gravity value computed on the
 DF9983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9983.degrees latitude (g = 980.6199 gals.).
 DF9983
 DF9983.The modeled gravity was interpolated from observed gravity values.
 DF9983
 DF9983;                    North         East     Units Scale Factor Converg.
 DF9983;SPC WI S     -   129,547.217   711,479.976   MT  0.99994152   +0 56 30.8
 DF9983;SPC WI S     -   425,022.83  2,334,247.22   sFT  0.99994152   +0 56 30.8
 DF9983;UTM  16      - 4,779,637.282   367,547.749   MT  0.99981582   -1 06 52.3
 DF9983
 DF9983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9983!SPC WI S     -   0.99996320  x   0.99994152  =   0.99990472
 DF9983!UTM  16      -   0.99996320  x   0.99981582  =   0.99977902
 DF9983
 DF9983                          SUPERSEDED SURVEY CONTROL
 DF9983
 DF9983  NAVD 88 (04/02/04)  269.23   (m)          883.3    (f) LEVELING    3  
 DF9983
 DF9983.Superseded values are not recommended for survey control.
 DF9983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9983.See file dsdata.txt to determine how the superseded data were derived.
 DF9983
 DF9983_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6754879637(NAD 83)
 DF9983_MARKER: DD = SURVEY DISK
 DF9983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9983_STAMPING: IXONIA W GPS 1992
 DF9983_MARK LOGO: WI-055
 DF9983_PROJECTION: FLUSH
 DF9983_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9983_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9983+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9983
 DF9983  HISTORY     - Date     Condition        Report By
 DF9983  HISTORY     - 1992     MONUMENTED       WI-055
 DF9983  HISTORY     - 2001     GOOD             WIDT
 DF9983
 DF9983                          STATION DESCRIPTION
 DF9983
 DF9983'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9983'THE STATION IS LOCATED ABOUT 36 KM NORTHWEST OF WAUKESHA, 9 KM
 DF9983'SOUTHEAST OF WATERTOWN, AND 3 KM NORTHWEST OF IXONIA.
 DF9983'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION. TO REACH THE
 DF9983'STATION FROM THE JUNCTION OF STATE HIGHWAY 16 WITH STATE HIGHWAY 19
 DF9983'ABOUT 4 KM SOUTHEAST OF THE CITY OF WATERTOWN, GO SOUTHEAST ON STATE
 DF9983'HIGHWAY 16 FOR 4.0 KM TO HUSTISFORD ROAD, CONTINUE SOUTHEAST ON STATE
 DF9983'HIGHWAY 16 FOR 1.6 KM TO THE STATION ON THE LEFT. THE STATION IS A
 DF9983'BRONZE JEFFERSON COUNTY GEODETIC CONTROL MARKER DISK SET IN THE TOP
 DF9983'OF A 30-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8 M AND ABOUT 5
 DF9983'M ABOVE THE HIGHWAY PAVEMENT. THE STATION IS 30.4 M NORTHEAST OF THE
 DF9983'CENTERLINE OF STATE HIGHWAY 16, 89 M WEST OF A ORANGE AND WHITE POST
 DF9983'--WARNING UNDERGROUND CABLE--, 86 M EAST OF EXTENDED CENTERLINE OF
 DF9983'PRIVATE ENTRANCE, AND 10.0 M SOUTHWEST OF A BARBED WIRE FENCE.
 DF9983'---NOTE---THE STATION IS 1.0 M SOUTHEAST, NORTHWEST AND NORTHEAST OF
 DF9983'AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE2---THIS STATION HAS NO
 DF9983'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DF9983'HORIZON EXCEPT FOR AN ANTENNA TO THE SOUTHWEST OF THE STATION
 DF9983'EXTENDING TO 24 DEGREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9984 ***********************************************************************
 DF9984  DESIGNATION -  IXONIA W GPS AZ MK
 DF9984  PID         -  DF9984
 DF9984  STATE/COUNTY-  WI/JEFFERSON
 DF9984  USGS QUAD   -  IXONIA (1971)
 DF9984
 DF9984                         *CURRENT SURVEY CONTROL
 DF9984  ___________________________________________________________________
 DF9984* NAD 83(1986)-  43 09 19.     (N)    088 37 28.     (W)     SCALED    
 DF9984* NAVD 88     -       267.566  (meters)     877.84   (feet)  ADJUSTED  
 DF9984  ___________________________________________________________________
 DF9984  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 DF9984  DYNAMIC HT  -         267.498 (meters)     877.62  (feet)  COMP
 DF9984  MODELED GRAV-     980,361.5   (mgal)                       NAVD 88
 DF9984
 DF9984  VERT ORDER  -  SECOND    CLASS I
 DF9984
 DF9984.The horizontal coordinates were scaled from a topographic map and have
 DF9984.an estimated accuracy of +/- 6 seconds.
 DF9984
 DF9984.The orthometric height was determined by differential leveling
 DF9984.and adjusted by the National Geodetic Survey in February 2004..
 DF9984
 DF9984.The geoid height was determined by GEOID03.
 DF9984
 DF9984.The dynamic height is computed by dividing the NAVD 88
 DF9984.geopotential number by the normal gravity value computed on the
 DF9984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9984.degrees latitude (g = 980.6199 gals.).
 DF9984
 DF9984.The modeled gravity was interpolated from observed gravity values.
 DF9984
 DF9984;                    North         East    Units  Estimated Accuracy
 DF9984;SPC WI S     -   129,260.      711,870.      MT  (+/- 180 meters Scaled)
 DF9984
 DF9984                          SUPERSEDED SURVEY CONTROL
 DF9984
 DF9984.No superseded survey control is available for this station.
 DF9984
 DF9984_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN679793(NAD 83)
 DF9984_MARKER: DZ = AZIMUTH MARK DISK
 DF9984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9984_STAMPING: IXONIA W GPS 1992
 DF9984_MARK LOGO: WI-055
 DF9984_PROJECTION: FLUSH
 DF9984_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9984_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9984+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DF9984
 DF9984  HISTORY     - Date     Condition        Report By
 DF9984  HISTORY     - 1992     MONUMENTED       WI-055
 DF9984  HISTORY     - 2002     GOOD             WIDT
 DF9984
 DF9984                          STATION DESCRIPTION
 DF9984
 DF9984'DESCRIBED BY WI DEPT OF TRANSP 2002 (DJH)
 DF9984'THE STATION IS LOCATED ABOUT 35 KM NORTHWEST OF WAUKESHA, 9 KM
 DF9984'SOUTHEAST OF WATERTOWN, AND 3 KM NORTHWEST OF IXONIA.
 DF9984'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9984'STATION FROM THE JUNCTION OF STATE HIGHWAY 16 WITH STATE HIGHWAY 19
 DF9984'ABOUT 4 KM SOUTHEAST OF THE CITY OF WATERTOWN, GO SOUTHEAST ON STATE
 DF9984'HIGHWAY 16 FOR 4.0 KM TO HUSTISFORD, CONTINUE EAST ON STATE HIGHWAY
 DF9984'16 FOR 2.3 KM TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DF9984'JEFFERSON COUNTY GEODETIC CONTROL MARKER AZIMUTH MARK DISK SET IN THE
 DF9984'TOP OF A 30-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8 M AND
 DF9984'ABOUT 3 M ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 25.4 M
 DF9984'SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 16, 71 M NORTHWEST OF
 DF9984'THE CENTERLINE OF PRIVATE ENTRANCE --W1805, W1809, W1813, W1811--, 35
 DF9984'M NORTHEAST OF THE RAILROAD TRACKS, AND 14.4 M NORTH OF A TELEPHONE
 DF9984'PEDESTAL. ---NOTE---THE STATION IS 0.4 M NORTHEAST OF A WHITE PLASTIC
 DF9984'WITNESS POST.  ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9984'EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE
 DF9984'TO THE SOUTH EXTENDING TO 22 DEGREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0115 ***********************************************************************
 ON0115  DESIGNATION -  J 1
 ON0115  PID         -  ON0115
 ON0115  STATE/COUNTY-  WI/GRANT
 ON0115  USGS QUAD   -  LONG HOLLOW (1983)
 ON0115
 ON0115                         *CURRENT SURVEY CONTROL
 ON0115  ___________________________________________________________________
 ON0115* NAD 83(1986)-  43 01 05.     (N)    090 44 58.     (W)     SCALED    
 ON0115* NAVD 88     -       241.136  (meters)     791.13   (feet)  ADJUSTED  
 ON0115  ___________________________________________________________________
 ON0115  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 ON0115  DYNAMIC HT  -         241.071 (meters)     790.91  (feet)  COMP
 ON0115  MODELED GRAV-     980,344.8   (mgal)                       NAVD 88
 ON0115
 ON0115  VERT ORDER  -  FIRST     CLASS II
 ON0115
 ON0115.The horizontal coordinates were scaled from a topographic map and have
 ON0115.an estimated accuracy of +/- 6 seconds.
 ON0115
 ON0115.The orthometric height was determined by differential leveling
 ON0115.and adjusted by the National Geodetic Survey in June 1991..
 ON0115
 ON0115.The geoid height was determined by GEOID03.
 ON0115
 ON0115.The dynamic height is computed by dividing the NAVD 88
 ON0115.geopotential number by the normal gravity value computed on the
 ON0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0115.degrees latitude (g = 980.6199 gals.).
 ON0115
 ON0115.The modeled gravity was interpolated from observed gravity values.
 ON0115
 ON0115;                    North         East    Units  Estimated Accuracy
 ON0115;SPC WI S     -   113,370.      538,910.      MT  (+/- 180 meters Scaled)
 ON0115
 ON0115                          SUPERSEDED SURVEY CONTROL
 ON0115
 ON0115  NGVD 29 (??/??/92)  241.198  (m)          791.33   (f) ADJ UNCH    1 2
 ON0115
 ON0115.Superseded values are not recommended for survey control.
 ON0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0115.See file dsdata.txt to determine how the superseded data were derived.
 ON0115
 ON0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH833652(NAD 83)
 ON0115_MARKER: Q = CHISELED SQUARE
 ON0115_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ON0115_SP_SET: BRIDGE
 ON0115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0115
 ON0115  HISTORY     - Date     Condition        Report By
 ON0115  HISTORY     - UNK      MONUMENTED       CGS
 ON0115  HISTORY     - 1920     GOOD             NGS
 ON0115  HISTORY     - 1935     GOOD             NGS
 ON0115  HISTORY     - 19980923 MARK NOT FOUND   USPSQD
 ON0115
 ON0115                          STATION DESCRIPTION
 ON0115
 ON0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1920
 ON0115'1 MI E FROM WERLEY.
 ON0115'1 MILE EAST OF WERLEY, GRANT COUNTY, AT A HIGHWAY BRIDGE, ON
 ON0115'THE NORTH WING WALL OF THE EAST ABUTMENT, 1 FOOT EAST OF THE
 ON0115'WEST END OF THE WING WALL, AND 25 FEET SOUTH OF THE ABANDONED
 ON0115'ROADBED OF THE CHICAGO AND NORTH WESTERN RAILWAY.  A CHISELED
 ON0115'SQUARE.
 ON0115
 ON0115                          STATION RECOVERY (1935)
 ON0115
 ON0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 ON0115'RECOVERED IN GOOD CONDITION.
 ON0115
 ON0115                          STATION RECOVERY (1998)
 ON0115
 ON0115'RECOVERY NOTE BY US POWER SQUADRON 1998
 ON0115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0173 ***********************************************************************
 ON0173  DESIGNATION -  J 10
 ON0173  PID         -  ON0173
 ON0173  STATE/COUNTY-  WI/LA CROSSE
 ON0173  USGS QUAD   -  WEST SALEM (1993)
 ON0173
 ON0173                         *CURRENT SURVEY CONTROL
 ON0173  ___________________________________________________________________
 ON0173* NAD 83(1986)-  43 53 37.     (N)    091 02 17.     (W)     SCALED    
 ON0173* NAVD 88     -       233.608  (meters)     766.43   (feet)  ADJUSTED  
 ON0173  ___________________________________________________________________
 ON0173  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 ON0173  DYNAMIC HT  -         233.564 (meters)     766.28  (feet)  COMP
 ON0173  MODELED GRAV-     980,423.7   (mgal)                       NAVD 88
 ON0173
 ON0173  VERT ORDER  -  FIRST     CLASS II
 ON0173
 ON0173.The horizontal coordinates were scaled from a topographic map and have
 ON0173.an estimated accuracy of +/- 6 seconds.
 ON0173
 ON0173.The orthometric height was determined by differential leveling
 ON0173.and adjusted by the National Geodetic Survey in June 1991..
 ON0173
 ON0173.The geoid height was determined by GEOID03.
 ON0173
 ON0173.The dynamic height is computed by dividing the NAVD 88
 ON0173.geopotential number by the normal gravity value computed on the
 ON0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0173.degrees latitude (g = 980.6199 gals.).
 ON0173
 ON0173.The modeled gravity was interpolated from observed gravity values.
 ON0173
 ON0173;                    North         East    Units  Estimated Accuracy
 ON0173;SPC WI S     -   210,890.      516,600.      MT  (+/- 180 meters Scaled)
 ON0173
 ON0173                          SUPERSEDED SURVEY CONTROL
 ON0173
 ON0173  NGVD 29 (??/??/92)  233.620  (m)          766.47   (f) ADJ UNCH    1 2
 ON0173
 ON0173.Superseded values are not recommended for survey control.
 ON0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0173.See file dsdata.txt to determine how the superseded data were derived.
 ON0173
 ON0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ575619(NAD 83)
 ON0173_MARKER: DB = BENCH MARK DISK
 ON0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0173_STAMPING: J 10 1930
 ON0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0173+STABILITY: SURFACE MOTION
 ON0173
 ON0173  HISTORY     - Date     Condition        Report By
 ON0173  HISTORY     - 1930     MONUMENTED       CGS
 ON0173  HISTORY     - 1935     GOOD             NGS
 ON0173  HISTORY     - 1985     MARK NOT FOUND   NGS
 ON0173
 ON0173                          STATION DESCRIPTION
 ON0173
 ON0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 ON0173'2.4 MI W FROM BANGOR.
 ON0173'2.4 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 ON0173'RAILROAD FROM THE STATION AT BANGOR, LA CROSSE COUNTY, AT A
 ON0173'PRIVATE-ROAD CROSSING, 36 FEET WEST OF THE CENTER LINE OF THE
 ON0173'ROAD (LEADING TO THE J.W. MC KINLEY FARM), AND 1.7 FEET NORTH OF
 ON0173'THE NORTH RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 766.468
 ON0173'J 10 1930 AND SET IN THE TOP OF A CONCRETE POST.
 ON0173
 ON0173                          STATION RECOVERY (1935)
 ON0173
 ON0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 ON0173'RECOVERED IN GOOD CONDITION.
 ON0173
 ON0173                          STATION RECOVERY (1985)
 ON0173
 ON0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ON0173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0378 ***********************************************************************
 OM0378  DESIGNATION -  J 100
 OM0378  PID         -  OM0378
 OM0378  STATE/COUNTY-  WI/COLUMBIA
 OM0378  USGS QUAD   -  PORTAGE (1984)
 OM0378
 OM0378                         *CURRENT SURVEY CONTROL
 OM0378  ___________________________________________________________________
 OM0378* NAD 83(1986)-  43 32 37.     (N)    089 26 32.     (W)     SCALED    
 OM0378* NAVD 88     -       239.337  (meters)     785.22   (feet)  ADJUSTED  
 OM0378  ___________________________________________________________________
 OM0378  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 OM0378  DYNAMIC HT  -         239.278 (meters)     785.03  (feet)  COMP
 OM0378  MODELED GRAV-     980,367.0   (mgal)                       NAVD 88
 OM0378
 OM0378  VERT ORDER  -  SECOND    CLASS 0
 OM0378
 OM0378.The horizontal coordinates were scaled from a topographic map and have
 OM0378.an estimated accuracy of +/- 6 seconds.
 OM0378
 OM0378.The orthometric height was determined by differential leveling
 OM0378.and adjusted by the National Geodetic Survey in June 1991..
 OM0378
 OM0378.The geoid height was determined by GEOID03.
 OM0378
 OM0378.The dynamic height is computed by dividing the NAVD 88
 OM0378.geopotential number by the normal gravity value computed on the
 OM0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0378.degrees latitude (g = 980.6199 gals.).
 OM0378
 OM0378.The modeled gravity was interpolated from observed gravity values.
 OM0378
 OM0378;                    North         East    Units  Estimated Accuracy
 OM0378;SPC WI S     -   171,630.      645,080.      MT  (+/- 180 meters Scaled)
 OM0378
 OM0378                          SUPERSEDED SURVEY CONTROL
 OM0378
 OM0378  NGVD 29 (??/??/92)  239.377  (m)          785.36   (f) ADJ UNCH    2 0
 OM0378
 OM0378.Superseded values are not recommended for survey control.
 OM0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0378.See file dsdata.txt to determine how the superseded data were derived.
 OM0378
 OM0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP026240(NAD 83)
 OM0378_MARKER: DB = BENCH MARK DISK
 OM0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0378_STAMPING: J 100 1934
 OM0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0378+STABILITY: SURFACE MOTION
 OM0378
 OM0378  HISTORY     - Date     Condition        Report By
 OM0378  HISTORY     - 1934     MONUMENTED       CGS
 OM0378  HISTORY     - 1961     GOOD             USGS
 OM0378  HISTORY     - 1977     MARK NOT FOUND   ALSTER
 OM0378  HISTORY     - 20030416 MARK NOT FOUND   WIDT
 OM0378
 OM0378                          STATION DESCRIPTION
 OM0378
 OM0378'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 OM0378'AT PORTAGE.
 OM0378'PORTAGE, AT, IN SW 1/4 SEC 33 R13N, R9E, 24 FT NORTH, 15 FT EAST,
 OM0378'OF OLD WIS HWY 33 X-ING ABANDONED MINNEAPOLIS, ST PAUL, AND
 OM0378'SAULT STE MARIE RAILROAD, 1.7 FT LOWER THAN OLD HWY 33 X-ING SPUR
 OM0378'RR TRACK, 54 FT SE OF SE CORNER STANDARD OIL CO. SUPPLY HOUSE,
 OM0378'IN CONCRETE POST, STD C AND GS TABLET, STAMPED J 100 1934
 OM0378
 OM0378                          STATION RECOVERY (1977)
 OM0378
 OM0378'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1977
 OM0378'MARK NOT FOUND.
 OM0378
 OM0378                          STATION RECOVERY (2003)
 OM0378
 OM0378'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 OM0378'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0421 ***********************************************************************
 OM0421  DESIGNATION -  J 101
 OM0421  PID         -  OM0421
 OM0421  STATE/COUNTY-  WI/DANE
 OM0421  USGS QUAD   -  MADISON WEST (1983)
 OM0421
 OM0421                         *CURRENT SURVEY CONTROL
 OM0421  ___________________________________________________________________
 OM0421* NAD 83(1986)-  43 02 44.     (N)    089 23 20.     (W)     SCALED    
 OM0421* NAVD 88     -       266.188  (meters)     873.32   (feet)  ADJUSTED  
 OM0421  ___________________________________________________________________
 OM0421  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 OM0421  DYNAMIC HT  -         266.118 (meters)     873.09  (feet)  COMP
 OM0421  MODELED GRAV-     980,350.6   (mgal)                       NAVD 88
 OM0421
 OM0421  VERT ORDER  -  SECOND    CLASS I
 OM0421
 OM0421.The horizontal coordinates were scaled from a topographic map and have
 OM0421.an estimated accuracy of +/- 6 seconds.
 OM0421
 OM0421.The orthometric height was determined by differential leveling
 OM0421.and adjusted by the National Geodetic Survey in June 1991..
 OM0421
 OM0421.The geoid height was determined by GEOID03.
 OM0421
 OM0421.The dynamic height is computed by dividing the NAVD 88
 OM0421.geopotential number by the normal gravity value computed on the
 OM0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0421.degrees latitude (g = 980.6199 gals.).
 OM0421
 OM0421.The modeled gravity was interpolated from observed gravity values.
 OM0421
 OM0421;                    North         East    Units  Estimated Accuracy
 OM0421;SPC WI S     -   116,330.      649,790.      MT  (+/- 180 meters Scaled)
 OM0421
 OM0421                          SUPERSEDED SURVEY CONTROL
 OM0421
 OM0421  NGVD 29 (??/??/92)  266.249  (m)          873.52   (f) ADJ UNCH    2 0
 OM0421
 OM0421.Superseded values are not recommended for survey control.
 OM0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0421.See file dsdata.txt to determine how the superseded data were derived.
 OM0421
 OM0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN054686(NAD 83)
 OM0421_MARKER: DB = BENCH MARK DISK
 OM0421_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OM0421_SP_SET: BRIDGE
 OM0421_STAMPING: J 101 1934
 OM0421_MARK LOGO: CGS   
 OM0421_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OM0421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0421_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0421+SATELLITE: SATELLITE OBSERVATIONS - 2001
 OM0421
 OM0421  HISTORY     - Date     Condition        Report By
 OM0421  HISTORY     - 1934     MONUMENTED       CGS
 OM0421  HISTORY     - 1943     GOOD             CNWRR
 OM0421  HISTORY     - 2001     GOOD             WIDT
 OM0421
 OM0421                          STATION DESCRIPTION
 OM0421
 OM0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0421'AT SOUTH MADISON.
 OM0421'ALONG THE CHICAGO AND NORTHWESTERN RAILROAD AT 30 FOOT STONE
 OM0421'BRIDGE 230 OVER STREET.  SET 5 FEET SOUTH OF THE NORTH END
 OM0421'OF THE WEST STONE HEADWALL, ONE FOOT BELOW RAIL TOP AND 12 FEET
 OM0421'WEST OF CENTERLINE OF THE WEST TRACK.
 OM0421
 OM0421                          STATION RECOVERY (1943)
 OM0421
 OM0421'RECOVERY NOTE BY CHICAGO AND NORTH WESTERN RAILROAD 1943
 OM0421'RECOVERED IN GOOD CONDITION.
 OM0421
 OM0421                          STATION RECOVERY (2001)
 OM0421
 OM0421'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OM0421'THE STATION IS LOCATED IN MADISON. OWNERSHIP--CHICAGO AND
 OM0421'NORTHWESTERN RAILROAD. TO REACH THE STATION FROM THE JUNCTION OF US
 OM0421'HIGHWAY 12 AND US HIGHWAY 18 WITH US HIGHWAY 14 AND US HIGHWAY 151 IN
 OM0421'THE CITY OF MADISON, GO NORTH ON US HIGHWAY 14 AND US HIGHWAY 151 FOR
 OM0421'0.9 KM TO BELD STREET, TURN RIGHT AND GO EAST, THEN NORTH ON BELD
 OM0421'STREET FOR O.2 KM TO BRAM STREET ON THE RIGHT, TURN RIGHT AND GO EAST
 OM0421'ON BRAM STREET FOR 0.3 KM TO THE STATION ON THE RIGHT. THE STATION IS
 OM0421'A BRONZE US COAST AND GEODETIC SURVEY BENCH MARK DISK, SET IN THE TOP
 OM0421'OF THE NORTH END OF THE WEST STONE HEADWALL OF A RAILROAD OVERPASS.
 OM0421'THE STATION IS 3.8 M NORTH OF THE CENTERLINE OF BRAM STREET, 3.3 M
 OM0421'WEST OF THE CENTERLINE OF THE RAILS, AND 1.5 M SOUTH OF THE NORTH END
 OM0421'OF THE WEST HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0294 ***********************************************************************
 NH0294  DESIGNATION -  J 102
 NH0294  PID         -  NH0294
 NH0294  STATE/COUNTY-  WI/JEFFERSON
 NH0294  USGS QUAD   -  MILTON (1976)
 NH0294
 NH0294                         *CURRENT SURVEY CONTROL
 NH0294  ___________________________________________________________________
 NH0294* NAD 83(1986)-  42 51 53.     (N)    088 53 49.     (W)     SCALED    
 NH0294* NAVD 88     -       249.979  (meters)     820.14   (feet)  ADJUSTED  
 NH0294  ___________________________________________________________________
 NH0294  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 NH0294  DYNAMIC HT  -         249.911 (meters)     819.92  (feet)  COMP
 NH0294  MODELED GRAV-     980,343.2   (mgal)                       NAVD 88
 NH0294
 NH0294  VERT ORDER  -  SECOND    CLASS 0
 NH0294
 NH0294.The horizontal coordinates were scaled from a topographic map and have
 NH0294.an estimated accuracy of +/- 6 seconds.
 NH0294
 NH0294.The orthometric height was determined by differential leveling
 NH0294.and adjusted by the National Geodetic Survey in June 1991..
 NH0294
 NH0294.The geoid height was determined by GEOID03.
 NH0294
 NH0294.The dynamic height is computed by dividing the NAVD 88
 NH0294.geopotential number by the normal gravity value computed on the
 NH0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0294.degrees latitude (g = 980.6199 gals.).
 NH0294
 NH0294.The modeled gravity was interpolated from observed gravity values.
 NH0294
 NH0294;                    North         East    Units  Estimated Accuracy
 NH0294;SPC WI S     -    96,660.      690,140.      MT  (+/- 180 meters Scaled)
 NH0294
 NH0294                          SUPERSEDED SURVEY CONTROL
 NH0294
 NH0294  NGVD 29 (??/??/92)  250.045  (m)          820.36   (f) ADJ UNCH    2 0
 NH0294
 NH0294.Superseded values are not recommended for survey control.
 NH0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0294.See file dsdata.txt to determine how the superseded data were derived.
 NH0294
 NH0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN450475(NAD 83)
 NH0294_MARKER: DB = BENCH MARK DISK
 NH0294_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NH0294_SP_SET: CULVERT
 NH0294_STAMPING: J 102 1934
 NH0294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0294
 NH0294  HISTORY     - Date     Condition        Report By
 NH0294  HISTORY     - 1934     MONUMENTED       CGS
 NH0294
 NH0294                          STATION DESCRIPTION
 NH0294
 NH0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NH0294'1.9 MI N FROM KOSHKONONG.
 NH0294'1.9 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NH0294'KOSHKONONG, JEFFERSON COUNTY, AT BRIDGE 164, 60 FEET EAST OF THE
 NH0294'CENTERLINE OF THE TRACK, AT A 4-FOOT CONCRETE BOX CULVERT UNDER
 NH0294'STATE HIGHWAY 26, IN THE TOP OF THE CENTER OF THE WEST CONCRETE
 NH0294'HEADWALL, AND 3 FEET LOWER THAN THE RAIL.  A STANDARD DISK,
 NH0294'STAMPED J 102 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0230 ***********************************************************************
 OM0230  DESIGNATION -  J 103
 OM0230  PID         -  OM0230
 OM0230  STATE/COUNTY-  WI/DODGE
 OM0230  USGS QUAD   -  CLYMAN (1980)
 OM0230
 OM0230                         *CURRENT SURVEY CONTROL
 OM0230  ___________________________________________________________________
 OM0230* NAD 83(1986)-  43 20 34.     (N)    088 42 53.     (W)     SCALED    
 OM0230* NAVD 88     -       268.297  (meters)     880.24   (feet)  ADJUSTED  
 OM0230  ___________________________________________________________________
 OM0230  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 OM0230  DYNAMIC HT  -         268.233 (meters)     880.03  (feet)  COMP
 OM0230  MODELED GRAV-     980,371.9   (mgal)                       NAVD 88
 OM0230
 OM0230  VERT ORDER  -  SECOND    CLASS 0
 OM0230
 OM0230.The horizontal coordinates were scaled from a topographic map and have
 OM0230.an estimated accuracy of +/- 6 seconds.
 OM0230
 OM0230.The orthometric height was determined by differential leveling
 OM0230.and adjusted by the National Geodetic Survey in June 1991..
 OM0230
 OM0230.The geoid height was determined by GEOID03.
 OM0230
 OM0230.The dynamic height is computed by dividing the NAVD 88
 OM0230.geopotential number by the normal gravity value computed on the
 OM0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0230.degrees latitude (g = 980.6199 gals.).
 OM0230
 OM0230.The modeled gravity was interpolated from observed gravity values.
 OM0230
 OM0230;                    North         East    Units  Estimated Accuracy
 OM0230;SPC WI S     -   149,970.      704,210.      MT  (+/- 180 meters Scaled)
 OM0230
 OM0230                          SUPERSEDED SURVEY CONTROL
 OM0230
 OM0230  NGVD 29 (??/??/92)  268.350  (m)          880.41   (f) ADJ UNCH    2 0
 OM0230
 OM0230.Superseded values are not recommended for survey control.
 OM0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0230.See file dsdata.txt to determine how the superseded data were derived.
 OM0230
 OM0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP610003(NAD 83)
 OM0230_MARKER: DB = BENCH MARK DISK
 OM0230_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OM0230_SP_SET: CULVERT
 OM0230_STAMPING: J-103 1934
 OM0230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0230
 OM0230  HISTORY     - Date     Condition        Report By
 OM0230  HISTORY     - 1934     MONUMENTED       CGS
 OM0230  HISTORY     - 20030816 MARK NOT FOUND   USPSQD
 OM0230
 OM0230                          STATION DESCRIPTION
 OM0230
 OM0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0230'1.2 MI N FROM CLYMAN JUNCTION.
 OM0230'1.2 MILES NORTH ALONG THE CHICAGO AND NORTHWESTERN RAILROAD
 OM0230'AT STATE HIGHWAY 60 CROSSING.  SET IN THE EAST END OF THE SOUTH
 OM0230'HEADWALL 7 FOOT CONCRETE HIGHWAY CULVERT, 75 FEET WEST OF THE
 OM0230'CENTER LINE OF THE TRACK, 18 FEET SOUTH OF THE CENTER LINE OF
 OM0230'THE HIGHWAY, 1 FOOT BELOW RAIL LEVEL.
 OM0230
 OM0230                          STATION RECOVERY (2003)
 OM0230
 OM0230'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0230'NOT FOUND.  THERE IS NO HIGHWAY CULVERT PRESENT.  THE WILD GOOSE STATE
 OM0230'TRAIL TERMINATES AT THE NORTH SIDE OF HIGHWAY 60.  THE RAILROAD TRACKS
 OM0230'HAVE ALSO BEEN REMOVED FROM THE SOUTH SIDE OF HIGHWAY 60.  THE
 OM0230'POSITION DESCRIBED IN THE 1934 DESCRIPTION WOULD NOW BE LOCATED UNDER
 OM0230'THE TURNING LANE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0281 ***********************************************************************
 OM0281  DESIGNATION -  J 104 RESET 1965
 OM0281  PID         -  OM0281
 OM0281  STATE/COUNTY-  WI/DODGE
 OM0281  USGS QUAD   -  HORICON (1980)
 OM0281
 OM0281                         *CURRENT SURVEY CONTROL
 OM0281  ___________________________________________________________________
 OM0281* NAD 83(1986)-  43 28 24.     (N)    088 42 00.     (W)     SCALED    
 OM0281* NAVD 88     -       279.85   (+/-2cm)     918.1    (feet)  VERTCON   
 OM0281  ___________________________________________________________________
 OM0281  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 OM0281
 OM0281  VERT ORDER  -  THIRD (See Below)
 OM0281
 OM0281.The horizontal coordinates were scaled from a topographic map and have
 OM0281.an estimated accuracy of +/- 6 seconds.
 OM0281
 OM0281.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0281.The vertical order pertains to the NGVD 29 superseded value.
 OM0281
 OM0281.The geoid height was determined by GEOID03.
 OM0281
 OM0281;                    North         East    Units  Estimated Accuracy
 OM0281;SPC WI S     -   164,490.      705,180.      MT  (+/- 180 meters Scaled)
 OM0281
 OM0281                          SUPERSEDED SURVEY CONTROL
 OM0281
 OM0281  NGVD 29 (09/01/04)  279.90   (m)          918.3    (f) RESET       3  
 OM0281
 OM0281.Superseded values are not recommended for survey control.
 OM0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0281.See file dsdata.txt to determine how the superseded data were derived.
 OM0281
 OM0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP625147(NAD 83)
 OM0281_MARKER: DB = BENCH MARK DISK
 OM0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0281_STAMPING: J 104 RESET 1965
 OM0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0281+STABILITY: SURFACE MOTION
 OM0281
 OM0281  HISTORY     - Date     Condition        Report By
 OM0281  HISTORY     - 1965     MONUMENTED       CGS
 OM0281  HISTORY     - 20030816 MARK NOT FOUND   USPSQD
 OM0281
 OM0281                          STATION DESCRIPTION
 OM0281
 OM0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 OM0281'1.4 MI N FROM MINNESOTA JUNCTION.
 OM0281'ABOUT 1.4 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OM0281'FROM MINNESOTA JUNCTION, AT THE CROSSING OF COUNTY HIGHWAY E,
 OM0281'TOP OF EAST RAIL OPPOSITE CHICAGO AND NORTH WESTERN RAILWAY
 OM0281'MILEPOST CHI 151, 52 FEET NORTH OF THE CENTER LINE OF COUNTY
 OM0281'ROUTE E, 52 FEET WEST OF THE WEST RAIL, 1.5 FEET NORTH OF A
 OM0281'METAL WITNESS POST, 1 FOOT EAST OF THE RAILROAD RIGHT-OF-WAY FENCE,
 OM0281'A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 OM0281'WHICH PROJECTS 4 INCHES.  TO REACH THE MARK FROM THE JUNCTION
 OM0281'OF STATE HIGHWAY 33 AND COUNTY HIGHWAY E IN HORICON, GO WEST
 OM0281'ON COUNTY HIGHWAY E FOR 4.05 MILES TO THE RAILROAD CROSSING
 OM0281'AND THE MARK ON THE RIGHT.
 OM0281
 OM0281                          STATION RECOVERY (2003)
 OM0281
 OM0281'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0281'NOT FOUND.  THE AREA DESCRIBED HAS BEEN LANDSCAPED AND MAY BE
 OM0281'UNDERGROUND OR REMOVED.  THERE IS NO WITNESS POST PRESENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0098 ***********************************************************************
 OM0098  DESIGNATION -  J 106
 OM0098  PID         -  OM0098
 OM0098  STATE/COUNTY-  WI/WAUKESHA
 OM0098  USGS QUAD   -  HARTLAND (1994)
 OM0098
 OM0098                         *CURRENT SURVEY CONTROL
 OM0098  ___________________________________________________________________
 OM0098* NAD 83(1986)-  43 06 00.     (N)    088 20 50.     (W)     SCALED    
 OM0098* NAVD 88     -       280.728  (meters)     921.02   (feet)  ADJUSTED  
 OM0098  ___________________________________________________________________
 OM0098  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 OM0098  DYNAMIC HT  -         280.655 (meters)     920.78  (feet)  COMP
 OM0098  MODELED GRAV-     980,352.5   (mgal)                       NAVD 88
 OM0098
 OM0098  VERT ORDER  -  SECOND    CLASS 0
 OM0098
 OM0098.The horizontal coordinates were scaled from a topographic map and have
 OM0098.an estimated accuracy of +/- 6 seconds.
 OM0098
 OM0098.The orthometric height was determined by differential leveling
 OM0098.and adjusted by the National Geodetic Survey in June 1991..
 OM0098
 OM0098.The geoid height was determined by GEOID03.
 OM0098
 OM0098.The dynamic height is computed by dividing the NAVD 88
 OM0098.geopotential number by the normal gravity value computed on the
 OM0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0098.degrees latitude (g = 980.6199 gals.).
 OM0098
 OM0098.The modeled gravity was interpolated from observed gravity values.
 OM0098
 OM0098;                    North         East    Units  Estimated Accuracy
 OM0098;SPC WI S     -   123,530.      734,530.      MT  (+/- 180 meters Scaled)
 OM0098
 OM0098                          SUPERSEDED SURVEY CONTROL
 OM0098
 OM0098  NGVD 29 (??/??/92)  280.794  (m)          921.24   (f) ADJ UNCH    2 0
 OM0098
 OM0098.Superseded values are not recommended for survey control.
 OM0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0098.See file dsdata.txt to determine how the superseded data were derived.
 OM0098
 OM0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN903728(NAD 83)
 OM0098_MARKER: DB = BENCH MARK DISK
 OM0098_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OM0098_SP_SET: BRIDGE ABUTMENT
 OM0098_STAMPING: J 106 1934
 OM0098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0098
 OM0098  HISTORY     - Date     Condition        Report By
 OM0098  HISTORY     - 1934     MONUMENTED       CGS
 OM0098
 OM0098                          STATION DESCRIPTION
 OM0098
 OM0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0098'AT HARTLAND.
 OM0098'ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC RAILROAD,
 OM0098'5 POLES EAST OF THE DEPOT, 54 FEET EAST OF MILEPOST 110.  SET
 OM0098'IN THE WEST END OF THE SOUTH HEADWALL OF RAILROAD BRIDGE 60,
 OM0098'15 FEET SOUTH OF THE CENTER LINE OF THE SOUTH TRACK, 4 FEET
 OM0098'BELOW THE RAIL LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0425 ***********************************************************************
 OM0425  DESIGNATION -  J 107
 OM0425  PID         -  OM0425
 OM0425  STATE/COUNTY-  WI/DANE
 OM0425  USGS QUAD   -  MARSHALL (1981)
 OM0425
 OM0425                         *CURRENT SURVEY CONTROL
 OM0425  ___________________________________________________________________
 OM0425* NAD 83(1986)-  43 10 46.     (N)    089 01 32.     (W)     SCALED    
 OM0425* NAVD 88     -       260.276  (meters)     853.92   (feet)  ADJUSTED  
 OM0425  ___________________________________________________________________
 OM0425  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 OM0425  DYNAMIC HT  -         260.209 (meters)     853.70  (feet)  COMP
 OM0425  MODELED GRAV-     980,357.2   (mgal)                       NAVD 88
 OM0425
 OM0425  VERT ORDER  -  SECOND    CLASS I
 OM0425
 OM0425.The horizontal coordinates were scaled from a topographic map and have
 OM0425.an estimated accuracy of +/- 6 seconds.
 OM0425
 OM0425.The orthometric height was determined by differential leveling
 OM0425.and adjusted by the National Geodetic Survey in June 1991..
 OM0425
 OM0425.The geoid height was determined by GEOID03.
 OM0425
 OM0425.The dynamic height is computed by dividing the NAVD 88
 OM0425.geopotential number by the normal gravity value computed on the
 OM0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0425.degrees latitude (g = 980.6199 gals.).
 OM0425
 OM0425.The modeled gravity was interpolated from observed gravity values.
 OM0425
 OM0425;                    North         East    Units  Estimated Accuracy
 OM0425;SPC WI S     -   131,490.      679,220.      MT  (+/- 180 meters Scaled)
 OM0425
 OM0425                          SUPERSEDED SURVEY CONTROL
 OM0425
 OM0425  NGVD 29 (??/??/92)  260.336  (m)          854.12   (f) ADJ UNCH    2 0
 OM0425
 OM0425.Superseded values are not recommended for survey control.
 OM0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0425.See file dsdata.txt to determine how the superseded data were derived.
 OM0425
 OM0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN353827(NAD 83)
 OM0425_MARKER: DB = BENCH MARK DISK
 OM0425_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OM0425_SP_SET: BRIDGE ABUTMENT
 OM0425_STAMPING: J 107 1934
 OM0425_MARK LOGO: CGS   
 OM0425_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OM0425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0425_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0425+SATELLITE: SATELLITE OBSERVATIONS - 2001
 OM0425
 OM0425  HISTORY     - Date     Condition        Report By
 OM0425  HISTORY     - 1934     MONUMENTED       CGS
 OM0425  HISTORY     - 2001     GOOD             WIDT
 OM0425
 OM0425                          STATION DESCRIPTION
 OM0425
 OM0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0425'2 MI W FROM WATERLOO.
 OM0425'2 MILES WEST OF DEPOT AT WATERLOO ALONG THE CHICAGO, MILWAUKEE,
 OM0425'ST PAUL AND PACIFIC RAILROAD AT BRIDGE C-574, 900 FEET EAST OF
 OM0425'PUBLIC CROSSING.  SET IN THE SOUTH END OF THE WEST STONE BACKWALL,
 OM0425'9 FEET SOUTH OF THE CENTER LINE OF THE TRACK, 2 FEET BELOW RAIL
 OM0425'LEVEL.
 OM0425
 OM0425                          STATION RECOVERY (2001)
 OM0425
 OM0425'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OM0425'THE STATION IS LOCATED ABOUT 31 KM EAST-NORTHEAST OF MADISON AND 3 KM
 OM0425'WEST OF WATERLOO.  OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.
 OM0425' TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 19 WITH
 OM0425'STATE HIGHWAY 89 IN THE CITY OF WATERLOO, GO WEST ON STATE HIGHWAY 19
 OM0425'FOR 4.1 KM TO CHERRY LANE, TURN RIGHT AND GO NORTH ON CHERRY LANE FOR
 OM0425'1.5 KM TO MAPLE HEIGHTS ROAD, CONTINUE NORTH ON CHERRY LANE FOR 0.1
 OM0425'KM TO THE RAILROAD TRACKS, TURN RIGHT AND GO EAST ALONG THE RAILROAD
 OM0425'TRACKS FOR 270 M TO THE STATION ON THE RIGHT. THE STATION IS A BRONZE
 OM0425'US COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP OF THE
 OM0425'SOUTH END OF THE WEST BRIDGE ABUTMENT AND ABOUT 0.5 M BELOW THE LEVEL
 OM0425'OF THE RAILROAD TRACKS. THE STATION IS 270 M EAST OF THE CENTERLINE
 OM0425'OF CHERRY LANE, 10.2 M EAST-SOUTHEAST OF A FIBERGLASS POST --POWER
 OM0425'AND FIBEROPTIC CAUTION--, 2.0 M SOUTH-SOUTHEAST OF THE SOUTHERNMOST
 OM0425'RAIL OF THE RAILROAD TRACKS, 0.4 M NORTH-NORTHWEST OF THE SOUTH EDGE
 OM0425'OF THE WEST BACKWALL, 0.2 M WEST-SOUTHWEST OF THE EAST EDGE OF THE
 OM0425'WEST BACKWALL. ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 OM0425'OBSERVATIONS DUE TO TREES TO THE SOUTH EXTENDING TO 76 DEGREES AND
 OM0425'TREES TO THE NORTH EXTENDING TO 32 DEGREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0455 ***********************************************************************
 OM0455  DESIGNATION -  J 108
 OM0455  PID         -  OM0455
 OM0455  STATE/COUNTY-  WI/DANE
 OM0455  USGS QUAD   -  MAZOMANIE (1962)
 OM0455
 OM0455                         *CURRENT SURVEY CONTROL
 OM0455  ___________________________________________________________________
 OM0455* NAD 83(1986)-  43 09 39.     (N)    089 46 34.     (W)     SCALED    
 OM0455* NAVD 88     -       241.667  (meters)     792.87   (feet)  ADJUSTED  
 OM0455  ___________________________________________________________________
 OM0455  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 OM0455  DYNAMIC HT  -         241.604 (meters)     792.66  (feet)  COMP
 OM0455  MODELED GRAV-     980,354.3   (mgal)                       NAVD 88
 OM0455
 OM0455  VERT ORDER  -  SECOND    CLASS 0
 OM0455
 OM0455.The horizontal coordinates were scaled from a topographic map and have
 OM0455.an estimated accuracy of +/- 6 seconds.
 OM0455
 OM0455.The orthometric height was determined by differential leveling
 OM0455.and adjusted by the National Geodetic Survey in June 1991..
 OM0455
 OM0455.The geoid height was determined by GEOID03.
 OM0455
 OM0455.The dynamic height is computed by dividing the NAVD 88
 OM0455.geopotential number by the normal gravity value computed on the
 OM0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0455.degrees latitude (g = 980.6199 gals.).
 OM0455
 OM0455.The modeled gravity was interpolated from observed gravity values.
 OM0455
 OM0455;                    North         East    Units  Estimated Accuracy
 OM0455;SPC WI S     -   128,980.      618,210.      MT  (+/- 180 meters Scaled)
 OM0455
 OM0455                          SUPERSEDED SURVEY CONTROL
 OM0455
 OM0455  NGVD 29 (??/??/92)  241.724  (m)          793.06   (f) ADJ UNCH    2 0
 OM0455
 OM0455.Superseded values are not recommended for survey control.
 OM0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0455.See file dsdata.txt to determine how the superseded data were derived.
 OM0455
 OM0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN743824(NAD 83)
 OM0455_MARKER: DB = BENCH MARK DISK
 OM0455_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OM0455_SP_SET: BRIDGE ABUTMENT
 OM0455_STAMPING: J 108 1934
 OM0455_MARK LOGO: CGS   
 OM0455_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM0455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0455+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2003
 OM0455
 OM0455  HISTORY     - Date     Condition        Report By
 OM0455  HISTORY     - 1934     MONUMENTED       CGS
 OM0455  HISTORY     - 20030919 GOOD             WIDT
 OM0455
 OM0455                          STATION DESCRIPTION
 OM0455
 OM0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0455'1.4 MI E FROM MAZOMANIE.
 OM0455'1.4 MILES EAST OF MAZOMANIE ALONG THE CHICAGO, MILWAUKEE, ST
 OM0455'PAUL AND PACIFIC RAILROAD TO BRIDGE B-238.  SET IN THE SOUTHEAST
 OM0455'BACKWALL, 9 FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK, 1.5
 OM0455'FEET BELOW RAIL LEVEL.
 OM0455
 OM0455                          STATION RECOVERY (2003)
 OM0455
 OM0455'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (TSS)
 OM0455'OWNERSHIP-- WISCONSIN AND SOUTHERN RAILROAD.  TO REACH THE STATION
 OM0455'FROM THE JUNCTION OF US HIGHWAY 14 WITH STATE HIGHWAYS 19 AND 78 ABOUT
 OM0455'1.0 MI (1.61 KM) EAST OF THE VILLAGE OF MAZOMANIE, GO SOUTH FOR 0.9 MI
 OM0455'(1.45 KM) ON STATE HIGHWAY 14 FOR 0.9 MI (1.45 KM) TO OLSON ROAD ON
 OM0455'THE RIGHT, TURN RIGHT AND GO WEST ON OLSON RD FOR 0.05 MI (0.08 KM) TO
 OM0455'THE WISCONSIN AND SOUTHERN RAIL ROAD CROSSING, TURN RIGHT AND GO
 OM0455'NORTHWEST ALONG THE RAILS FOR 0.62 MI (1.0 KM) TO THE STATION ON THE
 OM0455'LEFT.  SET IN THE TOP OF THE SOUTHWEST END OF THE EASTERN ABUTMENT OF
 OM0455'A RAILROAD BRIDGE SPANNING BLACK EARTH CREEK.  THE STATION IS A BRASS
 OM0455'US COAST AND GEODETIC SURVEY BENCH MARK DISK ABOUT 0.3 M (1.0 FT)
 OM0455'BELOW THE RAILS.  THE STATION IS 2.6 M (8.5 FT) SOUTHWEST OF THE
 OM0455'CENTER OF THE RAILS AND 0.15 M (0.5 FT) NORTHEAST OF THE SOUTHWEST END
 OM0455'OF THE LEVEL EDGE OF THE ABUTMENT.---NOTE---THE STATION HAS NO VISIBLE
 OM0455'OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0479 ***********************************************************************
 OM0479  DESIGNATION -  J 109 RESET 1946
 OM0479  PID         -  OM0479
 OM0479  STATE/COUNTY-  WI/SAUK
 OM0479  USGS QUAD   -  SAUK PRAIRIE (1975)
 OM0479
 OM0479                         *CURRENT SURVEY CONTROL
 OM0479  ___________________________________________________________________
 OM0479* NAD 83(1986)-  43 22 21.     (N)    089 46 07.     (W)     SCALED    
 OM0479* NAVD 88     -       264.82   (+/-2cm)     868.8    (feet)  VERTCON   
 OM0479  ___________________________________________________________________
 OM0479  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 OM0479
 OM0479  VERT ORDER  -  THIRD (See Below)
 OM0479
 OM0479.The horizontal coordinates were scaled from a topographic map and have
 OM0479.an estimated accuracy of +/- 6 seconds.
 OM0479
 OM0479.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0479.The vertical order pertains to the NGVD 29 superseded value.
 OM0479
 OM0479.The geoid height was determined by GEOID03.
 OM0479
 OM0479;                    North         East    Units  Estimated Accuracy
 OM0479;SPC WI S     -   152,500.      618,750.      MT  (+/- 180 meters Scaled)
 OM0479
 OM0479                          SUPERSEDED SURVEY CONTROL
 OM0479
 OM0479  NGVD 29 (09/01/04)  264.87   (m)          869.0    (f) RESET       3  
 OM0479
 OM0479.Superseded values are not recommended for survey control.
 OM0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0479.See file dsdata.txt to determine how the superseded data were derived.
 OM0479
 OM0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP756059(NAD 83)
 OM0479_MARKER: DB = BENCH MARK DISK
 OM0479_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OM0479_SP_SET: CULVERT
 OM0479_STAMPING: J 109 RESET 1946
 OM0479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0479
 OM0479  HISTORY     - Date     Condition        Report By
 OM0479  HISTORY     - 1946     MONUMENTED       WIHD
 OM0479  HISTORY     - 1951     GOOD             NGS
 OM0479  HISTORY     - 20031021 MARK NOT FOUND   USPSQD
 OM0479
 OM0479                          STATION DESCRIPTION
 OM0479
 OM0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OM0479'7.3 MI N FROM PRAIRIE DU SAC.
 OM0479'7.3 MILES NORTH ALONG U.S. HIGHWAY 12 FROM THE BANK OF PRAIRIE
 OM0479'DU SAC AT PRAIRIE DU SAC, SAUK COUNTY, 30 FEET SOUTH OF THE PROPERTY
 OM0479'LINE BETWEEN THE DODGER URBANCE PLANT AND THE R.J. HOOVER PROPERTY,
 OM0479'AT A 4- BY 4-FOOT CONCRETE-BOX CULVERT, AND IN THE WEST HEAD WALL.
 OM0479'A STANDARD DISK, STAMPED J 109 RESET 1946.
 OM0479
 OM0479                          STATION RECOVERY (2003)
 OM0479
 OM0479'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAH)
 OM0479'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO0039 ***********************************************************************
 QO0039  DESIGNATION -  J 11
 QO0039  PID         -  QO0039
 QO0039  STATE/COUNTY-  WI/BARRON
 QO0039  USGS QUAD   -  TURTLE LAKE (1978)
 QO0039
 QO0039                         *CURRENT SURVEY CONTROL
 QO0039  ___________________________________________________________________
 QO0039* NAD 83(1986)-  45 23 38.     (N)    092 08 37.     (W)     SCALED    
 QO0039* NAVD 88     -       385.431  (meters)    1264.53   (feet)  ADJUSTED  
 QO0039  ___________________________________________________________________
 QO0039  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 QO0039  DYNAMIC HT  -         385.389 (meters)    1264.40  (feet)  COMP
 QO0039  MODELED GRAV-     980,496.4   (mgal)                       NAVD 88
 QO0039
 QO0039  VERT ORDER  -  FIRST     CLASS II
 QO0039
 QO0039.The horizontal coordinates were scaled from a topographic map and have
 QO0039.an estimated accuracy of +/- 6 seconds.
 QO0039
 QO0039.The orthometric height was determined by differential leveling
 QO0039.and adjusted by the National Geodetic Survey in June 1991..
 QO0039
 QO0039.The geoid height was determined by GEOID03.
 QO0039
 QO0039.The dynamic height is computed by dividing the NAVD 88
 QO0039.geopotential number by the normal gravity value computed on the
 QO0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0039.degrees latitude (g = 980.6199 gals.).
 QO0039
 QO0039.The modeled gravity was interpolated from observed gravity values.
 QO0039
 QO0039;                    North         East    Units  Estimated Accuracy
 QO0039;SPC WI C     -   175,630.      432,170.      MT  (+/- 180 meters Scaled)
 QO0039
 QO0039                          SUPERSEDED SURVEY CONTROL
 QO0039
 QO0039  NGVD 29 (??/??/92)  385.388  (m)         1264.39   (f) ADJ UNCH    1 2
 QO0039
 QO0039.Superseded values are not recommended for survey control.
 QO0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0039.See file dsdata.txt to determine how the superseded data were derived.
 QO0039
 QO0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL670270(NAD 83)
 QO0039_MARKER: DB = BENCH MARK DISK
 QO0039_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0039_SP_SET: FOUNDATION
 QO0039_STAMPING: J-11 1933
 QO0039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0039_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0039+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2005
 QO0039
 QO0039  HISTORY     - Date     Condition        Report By
 QO0039  HISTORY     - 1933     MONUMENTED       CGS
 QO0039  HISTORY     - 1938     GOOD             NGS
 QO0039  HISTORY     - 1980     GOOD             NGS
 QO0039  HISTORY     - 20050927 GOOD             WIDT
 QO0039
 QO0039                          STATION DESCRIPTION
 QO0039
 QO0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QO0039'IN TURTLE LAKE.
 QO0039'IN THE NORTHEAST CORNER OF THE TURTLE LAKE CO-OPERATIVE CREAMERY
 QO0039'ASSOCIATION BUILDING, WHICH IS BOUNDED ON THE NORTH BY THE SOO LINE
 QO0039'RAILROAD AND ON THE EAST BY THE MAIN STREET OF TURTLE LAKE.  IN THE
 QO0039'NORTH FACE OF CONCRETE FOUNDATION, 0.9 FEET WEST OF THE NORTHEAST
 QO0039'CORNER OF BUILDING, 22.9 FEET SOUTH OF THE SOUTH RAIL OF THE SOO
 QO0039'RAILROAD, 0.9 FEET ABOVE GROUND LEVEL.
 QO0039
 QO0039                          STATION RECOVERY (1938)
 QO0039
 QO0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 QO0039'RECOVERED IN GOOD CONDITION.
 QO0039
 QO0039                          STATION RECOVERY (1980)
 QO0039
 QO0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 QO0039'RECOVERED IN GOOD CONDITION.
 QO0039
 QO0039                          STATION RECOVERY (2005)
 QO0039
 QO0039'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 QO0039'RECOVERED IN GOOD CONDITION.  TO REACH THE STATION FROM THE JUNCTION
 QO0039'OF US HIGHWAY 8 AND US HIGHWAY 63 (FRONT AVENUE) WITH COUNTY HIGHWAY K
 QO0039'(MARTIN AVENUE) AND NORWAY STREET IN THE VILLAGE OF TURTLE LAKE, GO
 QO0039'EASTERLY ON COUNTY HIGHWAY K (MARTIN AVENUE) FOR 0.4 MI TO SOUTH MAPLE
 QO0039'STREET AND COUNTY HIGHWAY K ON THE RIGHT,
 QO0039'TURN RIGHT AND GO SOUTH ON COUNTY HIGHWAY K (MAPLE STREET) FOR 0.1 MI
 QO0039'TO A RECREATIONAL TRAIL AND THE STATION ON THE RIGHT.
 QO0039'THE STATION IS A BRONZE US GEOLOGICAL SURVEY BENCH MARK DISK SET
 QO0039'VERTICALLY IN THE NORTHEAST CORNER OF THE OLD TURTLE LAKE CO-OP
 QO0039'CREAMERY.  THE STATION IS 24.7 M WEST OF THE CENTERLINE OF MAPLE
 QO0039'STREET, 28.8 M  SOUTHWEST OF A  LIGHT POLE --50031--, 18.0 M SOUTH OF
 QO0039'THE SOUTHERN FACE OF THE --NUTRIANT-- BUILDING AND 10 M SOUTH OF THE
 QO0039'CENTER OF A RECREATIONAL TRAIL.
 QO0039'--NOTE-- THE DISK IS SET VERTICALLY AND THEREFORE NOT SUITABLE FOR GPS
 QO0039'OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0013 ***********************************************************************
 NJ0013  DESIGNATION -  J 110
 NJ0013  PID         -  NJ0013
 NJ0013  STATE/COUNTY-  WI/LAFAYETTE
 NJ0013  USGS QUAD   -  REWEY (1978)
 NJ0013
 NJ0013                         *CURRENT SURVEY CONTROL
 NJ0013  ___________________________________________________________________
 NJ0013* NAD 83(1986)-  42 45 27.     (N)    090 22 57.     (W)     SCALED    
 NJ0013* NAVD 88     -       357.585  (meters)    1173.18   (feet)  ADJUSTED  
 NJ0013  ___________________________________________________________________
 NJ0013  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 NJ0013  DYNAMIC HT  -         357.479 (meters)    1172.83  (feet)  COMP
 NJ0013  MODELED GRAV-     980,313.6   (mgal)                       NAVD 88
 NJ0013
 NJ0013  VERT ORDER  -  SECOND    CLASS 0
 NJ0013
 NJ0013.The horizontal coordinates were scaled from a topographic map and have
 NJ0013.an estimated accuracy of +/- 6 seconds.
 NJ0013
 NJ0013.The orthometric height was determined by differential leveling
 NJ0013.and adjusted by the National Geodetic Survey in June 1991..
 NJ0013
 NJ0013.The geoid height was determined by GEOID03.
 NJ0013
 NJ0013.The dynamic height is computed by dividing the NAVD 88
 NJ0013.geopotential number by the normal gravity value computed on the
 NJ0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0013.degrees latitude (g = 980.6199 gals.).
 NJ0013
 NJ0013.The modeled gravity was interpolated from observed gravity values.
 NJ0013
 NJ0013;                    North         East    Units  Estimated Accuracy
 NJ0013;SPC WI S     -    84,220.      568,690.      MT  (+/- 180 meters Scaled)
 NJ0013
 NJ0013                          SUPERSEDED SURVEY CONTROL
 NJ0013
 NJ0013  NGVD 29 (??/??/92)  357.657  (m)         1173.41   (f) ADJ UNCH    2 0
 NJ0013
 NJ0013.Superseded values are not recommended for survey control.
 NJ0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0013.See file dsdata.txt to determine how the superseded data were derived.
 NJ0013
 NJ0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH141372(NAD 83)
 NJ0013_MARKER: DB = BENCH MARK DISK
 NJ0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0013_STAMPING: J 110 1934
 NJ0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0013+STABILITY: SURFACE MOTION
 NJ0013
 NJ0013  HISTORY     - Date     Condition        Report By
 NJ0013  HISTORY     - 1934     MONUMENTED       CGS
 NJ0013  HISTORY     - 19961005 MARK NOT FOUND   USPSQD
 NJ0013  HISTORY     - 19981118 MARK NOT FOUND   USPSQD
 NJ0013
 NJ0013                          STATION DESCRIPTION
 NJ0013
 NJ0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0013'1.2 MI SW FROM LESLIE.
 NJ0013'ABOUT 1.2 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 NJ0013'RAILWAY FROM THE STATION AT LESLIE, LAFAYETTE  COUNTY, ABOUT
 NJ0013'3 POLES SOUTHWEST OF MILEPOST 162, AT A ROAD CROSSING, 27 FEET
 NJ0013'NORTHEAST OF THE CENTER LINE OF THE ROAD, 11 FEET WEST OF THE
 NJ0013'CENTER LINE OF THE TRACK, AND ABOUT LEVEL WITH THE RAIL.  A
 NJ0013'STANDARD DISK, STAMPED J 110 1934 AND SET IN THE TOP OF A
 NJ0013'CONCRETE POST.
 NJ0013
 NJ0013                          STATION RECOVERY (1996)
 NJ0013
 NJ0013'RECOVERY NOTE BY US POWER SQUADRON 1996
 NJ0013'MARK NOT FOUND.
 NJ0013
 NJ0013                          STATION RECOVERY (1998)
 NJ0013
 NJ0013'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0035 ***********************************************************************
 NJ0035  DESIGNATION -  J 111
 NJ0035  PID         -  NJ0035
 NJ0035  STATE/COUNTY-  WI/LAFAYETTE
 NJ0035  USGS QUAD   -  NEW DIGGINGS (1952)
 NJ0035
 NJ0035                         *CURRENT SURVEY CONTROL
 NJ0035  ___________________________________________________________________
 NJ0035* NAD 83(1986)-  42 34 02.     (N)    090 16 17.     (W)     SCALED    
 NJ0035* NAVD 88     -       268.296  (meters)     880.23   (feet)  ADJUSTED  
 NJ0035  ___________________________________________________________________
 NJ0035  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 NJ0035  DYNAMIC HT  -         268.213 (meters)     879.96  (feet)  COMP
 NJ0035  MODELED GRAV-     980,305.5   (mgal)                       NAVD 88
 NJ0035
 NJ0035  VERT ORDER  -  SECOND    CLASS 0
 NJ0035
 NJ0035.The horizontal coordinates were scaled from a topographic map and have
 NJ0035.an estimated accuracy of +/- 6 seconds.
 NJ0035
 NJ0035.The orthometric height was determined by differential leveling
 NJ0035.and adjusted by the National Geodetic Survey in June 1991..
 NJ0035
 NJ0035.The geoid height was determined by GEOID03.
 NJ0035
 NJ0035.The dynamic height is computed by dividing the NAVD 88
 NJ0035.geopotential number by the normal gravity value computed on the
 NJ0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0035.degrees latitude (g = 980.6199 gals.).
 NJ0035
 NJ0035.The modeled gravity was interpolated from observed gravity values.
 NJ0035
 NJ0035;                    North         East    Units  Estimated Accuracy
 NJ0035;SPC WI S     -    63,050.      577,720.      MT  (+/- 180 meters Scaled)
 NJ0035
 NJ0035                          SUPERSEDED SURVEY CONTROL
 NJ0035
 NJ0035  NGVD 29 (??/??/92)  268.364  (m)          880.46   (f) ADJ UNCH    2 0
 NJ0035
 NJ0035.Superseded values are not recommended for survey control.
 NJ0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0035.See file dsdata.txt to determine how the superseded data were derived.
 NJ0035
 NJ0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH239163(NAD 83)
 NJ0035_MARKER: DB = BENCH MARK DISK
 NJ0035_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0035_SP_SET: BRIDGE
 NJ0035_STAMPING: J 111 1934
 NJ0035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0035
 NJ0035  HISTORY     - Date     Condition        Report By
 NJ0035  HISTORY     - 1934     MONUMENTED       CGS
 NJ0035  HISTORY     - 19981118 MARK NOT FOUND   USPSQD
 NJ0035
 NJ0035                          STATION DESCRIPTION
 NJ0035
 NJ0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0035'2.4 MI W FROM SHULLSBURG.
 NJ0035'ABOUT 2.4 MILES WEST ALONG STATE HIGHWAY 11 FROM THE HIGH
 NJ0035'SCHOOL AT SHULLSBURG, LAFAYETTE  COUNTY, AT A CONCRETE BRIDGE,
 NJ0035'IN THE TOP OF THE CENTER OF THE NORTH HEAD WALL, AND ABOUT
 NJ0035'2 1/2 FEET HIGHER THAN THE ROADWAY.  A STANDARD DISK, STAMPED
 NJ0035'J 111 1934.
 NJ0035
 NJ0035                          STATION RECOVERY (1998)
 NJ0035
 NJ0035'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0763 ***********************************************************************
 NH0763  DESIGNATION -  J 112
 NH0763  PID         -  NH0763
 NH0763  STATE/COUNTY-  WI/GREEN
 NH0763  USGS QUAD   -  JUDA (1982)
 NH0763
 NH0763                         *CURRENT SURVEY CONTROL
 NH0763  ___________________________________________________________________
 NH0763* NAD 83(1986)-  42 34 12.     (N)    089 35 11.     (W)     SCALED    
 NH0763* NAVD 88     -       287.176  (meters)     942.18   (feet)  ADJUSTED  
 NH0763  ___________________________________________________________________
 NH0763  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 NH0763  DYNAMIC HT  -         287.086 (meters)     941.88  (feet)  COMP
 NH0763  MODELED GRAV-     980,299.8   (mgal)                       NAVD 88
 NH0763
 NH0763  VERT ORDER  -  SECOND    CLASS 0
 NH0763
 NH0763.The horizontal coordinates were scaled from a topographic map and have
 NH0763.an estimated accuracy of +/- 6 seconds.
 NH0763
 NH0763.The orthometric height was determined by differential leveling
 NH0763.and adjusted by the National Geodetic Survey in June 1991..
 NH0763
 NH0763.The geoid height was determined by GEOID03.
 NH0763
 NH0763.The dynamic height is computed by dividing the NAVD 88
 NH0763.geopotential number by the normal gravity value computed on the
 NH0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0763.degrees latitude (g = 980.6199 gals.).
 NH0763
 NH0763.The modeled gravity was interpolated from observed gravity values.
 NH0763
 NH0763;                    North         East    Units  Estimated Accuracy
 NH0763;SPC WI S     -    63,410.      633,960.      MT  (+/- 180 meters Scaled)
 NH0763
 NH0763                          SUPERSEDED SURVEY CONTROL
 NH0763
 NH0763  NGVD 29 (??/??/92)  287.255  (m)          942.44   (f) ADJ UNCH    2 0
 NH0763
 NH0763.Superseded values are not recommended for survey control.
 NH0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0763.See file dsdata.txt to determine how the superseded data were derived.
 NH0763
 NH0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN877163(NAD 83)
 NH0763_MARKER: DB = BENCH MARK DISK
 NH0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0763_STAMPING: J-112 1934
 NH0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0763+STABILITY: SURFACE MOTION
 NH0763
 NH0763  HISTORY     - Date     Condition        Report By
 NH0763  HISTORY     - 1934     MONUMENTED       CGS
 NH0763  HISTORY     - 1961     MARK NOT FOUND   USGS
 NH0763  HISTORY     - 20010303 MARK NOT FOUND   NGS
 NH0763
 NH0763                          STATION DESCRIPTION
 NH0763
 NH0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NH0763'3.6 MI E FROM MONROE.
 NH0763'3.6 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC
 NH0763'RAILROAD AT PUBLIC CROSSING AT BRIDGE 39 1/2.  SET IN POST 43
 NH0763'FEET NORTH OF THE CENTER LINE OF THE TRACK, 40 FEET NORTHEAST
 NH0763'OF THE CENTER LINE OF THE ROAD, 2.5 FEET ABOVE THE RAILS.
 NH0763
 NH0763                          STATION RECOVERY (1961)
 NH0763
 NH0763'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 NH0763'MARK NOT FOUND.
 NH0763
 NH0763                          STATION RECOVERY (2001)
 NH0763
 NH0763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0763'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0779 ***********************************************************************
 NH0779  DESIGNATION -  J 113
 NH0779  PID         -  NH0779
 NH0779  STATE/COUNTY-  WI/GREEN
 NH0779  USGS QUAD   -  BELLEVILLE (1981)
 NH0779
 NH0779                         *CURRENT SURVEY CONTROL
 NH0779  ___________________________________________________________________
 NH0779* NAD 83(1986)-  42 45 48.     (N)    089 34 44.     (W)     SCALED    
 NH0779* NAVD 88     -       255.170  (meters)     837.17   (feet)  ADJUSTED  
 NH0779  ___________________________________________________________________
 NH0779  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 NH0779  DYNAMIC HT  -         255.096 (meters)     836.93  (feet)  COMP
 NH0779  MODELED GRAV-     980,323.3   (mgal)                       NAVD 88
 NH0779
 NH0779  VERT ORDER  -  SECOND    CLASS 0
 NH0779
 NH0779.The horizontal coordinates were scaled from a topographic map and have
 NH0779.an estimated accuracy of +/- 6 seconds.
 NH0779
 NH0779.The orthometric height was determined by differential leveling
 NH0779.and adjusted by the National Geodetic Survey in June 1991..
 NH0779
 NH0779.The geoid height was determined by GEOID03.
 NH0779
 NH0779.The dynamic height is computed by dividing the NAVD 88
 NH0779.geopotential number by the normal gravity value computed on the
 NH0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0779.degrees latitude (g = 980.6199 gals.).
 NH0779
 NH0779.The modeled gravity was interpolated from observed gravity values.
 NH0779
 NH0779;                    North         East    Units  Estimated Accuracy
 NH0779;SPC WI S     -    84,890.      634,470.      MT  (+/- 180 meters Scaled)
 NH0779
 NH0779                          SUPERSEDED SURVEY CONTROL
 NH0779
 NH0779  NGVD 29 (??/??/92)  255.246  (m)          837.42   (f) ADJ UNCH    2 0
 NH0779
 NH0779.Superseded values are not recommended for survey control.
 NH0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0779.See file dsdata.txt to determine how the superseded data were derived.
 NH0779
 NH0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN889377(NAD 83)
 NH0779_MARKER: DB = BENCH MARK DISK
 NH0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0779_STAMPING: J-113 1934
 NH0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0779+STABILITY: SURFACE MOTION
 NH0779
 NH0779  HISTORY     - Date     Condition        Report By
 NH0779  HISTORY     - 1934     MONUMENTED       CGS
 NH0779  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH0779
 NH0779                          STATION DESCRIPTION
 NH0779
 NH0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NH0779'1.2 MI N FROM MONTICELLO.
 NH0779'1.2 MILES NORTH OF THE DEPOT AT MONTICELLO.  ALONG THE ILLINOIS
 NH0779'CENTRAL RAILROAD, 17 POLES SOUTH OF MILEPOST M-24.  SET IN POST
 NH0779'54 FEET EAST OF THE CENTER LINE OF THE TRACK, 4 FEET WEST OF
 NH0779'CORNER POST, 10 FEET WEST OF 15 INCH OAK TREE, 6 FEET SOUTHWEST
 NH0779'OF BOULDERS, IN LINE WITH TELEPHONE LINE, 2 FEET BELOW TRACK
 NH0779'LEVEL.
 NH0779
 NH0779                          STATION RECOVERY (2001)
 NH0779
 NH0779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0779'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0111 ***********************************************************************
 OM0111  DESIGNATION -  J 114
 OM0111  PID         -  OM0111
 OM0111  STATE/COUNTY-  WI/WAUKESHA
 OM0111  USGS QUAD   -  WAUKESHA (1994)
 OM0111
 OM0111                         *CURRENT SURVEY CONTROL
 OM0111  ___________________________________________________________________
 OM0111* NAD 83(1986)-  43 01 21.     (N)    088 13 19.     (W)     SCALED    
 OM0111* NAVD 88     -       248.730  (meters)     816.04   (feet)  ADJUSTED  
 OM0111  ___________________________________________________________________
 OM0111  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 OM0111  DYNAMIC HT  -         248.662 (meters)     815.82  (feet)  COMP
 OM0111  MODELED GRAV-     980,339.5   (mgal)                       NAVD 88
 OM0111
 OM0111  VERT ORDER  -  SECOND    CLASS 0
 OM0111
 OM0111.The horizontal coordinates were scaled from a topographic map and have
 OM0111.an estimated accuracy of +/- 6 seconds.
 OM0111
 OM0111.The orthometric height was determined by differential leveling
 OM0111.and adjusted by the National Geodetic Survey in June 1991..
 OM0111
 OM0111.The geoid height was determined by GEOID03.
 OM0111
 OM0111.The dynamic height is computed by dividing the NAVD 88
 OM0111.geopotential number by the normal gravity value computed on the
 OM0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0111.degrees latitude (g = 980.6199 gals.).
 OM0111
 OM0111.The modeled gravity was interpolated from observed gravity values.
 OM0111
 OM0111;                    North         East    Units  Estimated Accuracy
 OM0111;SPC WI S     -   115,140.      744,910.      MT  (+/- 180 meters Scaled)
 OM0111
 OM0111                          SUPERSEDED SURVEY CONTROL
 OM0111
 OM0111  NGVD 29 (??/??/92)  248.803  (m)          816.28   (f) ADJ UNCH    2 0
 OM0111
 OM0111.Superseded values are not recommended for survey control.
 OM0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0111.See file dsdata.txt to determine how the superseded data were derived.
 OM0111
 OM0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN004640(NAD 83)
 OM0111_MARKER: DB = BENCH MARK DISK
 OM0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0111_STAMPING: J 114 1934
 OM0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0111+STABILITY: SURFACE MOTION
 OM0111
 OM0111  HISTORY     - Date     Condition        Report By
 OM0111  HISTORY     - 1934     MONUMENTED       CGS
 OM0111  HISTORY     - 1957     MARK NOT FOUND   USGS
 OM0111  HISTORY     - 20030321 MARK NOT FOUND   USPSQD
 OM0111
 OM0111                          STATION DESCRIPTION
 OM0111
 OM0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0111'AT WAUKESHA.
 OM0111'ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC RAILROAD,
 OM0111'17 POLES SOUTHWEST OF MILEPOST 18, 54 FEET SOUTHWEST OF THE
 OM0111'CENTER LINE OF PUBLIC ROAD CROSSING, THENCE 30 FEET SOUTHEAST
 OM0111'OF THE CENTER LINE OF THE TRACK, 1 FOOT BELOW THE RAIL LEVEL.
 OM0111
 OM0111                          STATION RECOVERY (1957)
 OM0111
 OM0111'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 OM0111'MARK NOT FOUND.
 OM0111
 OM0111                          STATION RECOVERY (2003)
 OM0111
 OM0111'RECOVERY NOTE BY US POWER SQUADRON 2003 (MF)
 OM0111'MARK WAS SEARCHED FOR AND NOT LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0319 ***********************************************************************
 NH0319  DESIGNATION -  J 115
 NH0319  PID         -  NH0319
 NH0319  STATE/COUNTY-  WI/WALWORTH
 NH0319  USGS QUAD   -  WALWORTH (1994)
 NH0319
 NH0319                         *CURRENT SURVEY CONTROL
 NH0319  ___________________________________________________________________
 NH0319* NAD 83(1986)-  42 32 11.     (N)    088 35 57.     (W)     SCALED    
 NH0319* NAVD 88     -       305.540  (meters)    1002.43   (feet)  ADJUSTED  
 NH0319  ___________________________________________________________________
 NH0319  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 NH0319  DYNAMIC HT  -         305.444 (meters)    1002.11  (feet)  COMP
 NH0319  MODELED GRAV-     980,298.4   (mgal)                       NAVD 88
 NH0319
 NH0319  VERT ORDER  -  SECOND    CLASS I
 NH0319
 NH0319.The horizontal coordinates were scaled from a topographic map and have
 NH0319.an estimated accuracy of +/- 6 seconds.
 NH0319
 NH0319.The orthometric height was determined by differential leveling
 NH0319.and adjusted by the National Geodetic Survey in February 2004..
 NH0319
 NH0319.The geoid height was determined by GEOID03.
 NH0319
 NH0319.The dynamic height is computed by dividing the NAVD 88
 NH0319.geopotential number by the normal gravity value computed on the
 NH0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0319.degrees latitude (g = 980.6199 gals.).
 NH0319
 NH0319.The modeled gravity was interpolated from observed gravity values.
 NH0319
 NH0319;                    North         East    Units  Estimated Accuracy
 NH0319;SPC WI S     -    60,560.      715,080.      MT  (+/- 180 meters Scaled)
 NH0319
 NH0319                          SUPERSEDED SURVEY CONTROL
 NH0319
 NH0319  NAVD 88 (06/15/91)  305.557  (m)         1002.48   (f) UNKNOWN     2 0
 NH0319  NGVD 29 (??/??/92)  305.613  (m)         1002.67   (f) ADJ UNCH    2 0
 NH0319
 NH0319.Superseded values are not recommended for survey control.
 NH0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0319.See file dsdata.txt to determine how the superseded data were derived.
 NH0319
 NH0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN686105(NAD 83)
 NH0319_MARKER: DB = BENCH MARK DISK
 NH0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0319_STAMPING: J 115 1934
 NH0319_MARK LOGO: CGS   
 NH0319_PROJECTION: FLUSH
 NH0319_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NH0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0319+STABILITY: SURFACE MOTION
 NH0319_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NH0319+SATELLITE: SATELLITE OBSERVATIONS - 2001
 NH0319
 NH0319  HISTORY     - Date     Condition        Report By
 NH0319  HISTORY     - 1934     MONUMENTED       CGS
 NH0319  HISTORY     - 1950     GOOD             NGS
 NH0319  HISTORY     - 2001     GOOD             WIDT
 NH0319
 NH0319                          STATION DESCRIPTION
 NH0319
 NH0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 NH0319'AT WALWORTH.
 NH0319'AT WALWORTH, ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 NH0319'RAILROAD, AT THE CROSSING OF NORTH MAIN STREET, ABOUT 5 RAILS
 NH0319'WEST OF THE WEST END OF THE STATION, 41 1/2 FEET NORTHEAST OF
 NH0319'THE NORTHEAST RAIL, 32 FEET EAST OF THE CENTER LINE OF N. MAIN
 NH0319'STREET, 6 FEET NORTH OF THE NORTH CORNER OF A 6-BY 5-FEET
 NH0319'CONCRETE BOX WITH STEEL MAN HOLE COVER, 11 1/2 FEET
 NH0319'SOUTH-SOUTHEAST OF POWER LINE POLE NO. 1-16-221 0/39 (THE FIRST
 NH0319'POWER LINE POLE NORTHEAST OF THE TRACK), 1 1/2 FEET NORTHWEST
 NH0319'OF A STEEL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 NH0319'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 NH0319
 NH0319                          STATION RECOVERY (2001)
 NH0319
 NH0319'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 NH0319'THE STATION IS LOCATED ABOUT 38 KM SOUTHEAST OF JANESVILLE IN
 NH0319'WALWORTH. OWNERSHIP--VILLAGE OF WALWORTH.  TO REACH THE STATION FROM
 NH0319'THE JUNCTION US HIGHWAY 14 AND STATE HIGHWAY 67 IN THE VILLAGE OF
 NH0319'WALWORTH, GO NORTH ON US HIGHWAY 14 FOR 0.1 KM TO WHERE STATE HIGHWAY
 NH0319'14 TURNS TO THE LEFT AND MAIN STREET CONTINUES STRAIGHT AHEAD,
 NH0319'CONTINUE NORTH ON MAIN STREET FOR 0.5 KM TO THE STATION ON THE RIGHT.
 NH0319'THE STATION IS A BRONZE US COAST AND GEODETIC SURVEY BENCH MARK DISK
 NH0319'SET IN THE TOP OF A 23-CM SQUARE CONCRETE POST ABOUT LEVEL WITH THE
 NH0319'STREET PAVEMENT. THE STATION IS 10.3 M EAST OF THE CENTERLINE OF MAIN
 NH0319'STREET, 13.5 M NORTH OF NORTH RAIL OF RAILROAD TRACKS, 7 M SOUTH OF
 NH0319'THE CENTERLINE OF PRIVATE ENTRANCE, 3.7 M SOUTHEAST OF UTILITY POLE
 NH0319'--1-16-22.1  0/39--, AND 1.2 M WEST OF A CHAINLINK FENCE.
 NH0319'---NOTE---THE STATION IS 0.5 M EAST OF AN ORANGE FIBERGLASS WITNESS
 NH0319'POST.  ---NOTE2---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS
 NH0319'DUE TO THE REFERENCED UTILITY POLE EXTENDING TO 75 DEGREES AND POWER
 NH0319'LINES OVERHEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0464 ***********************************************************************
 NJ0464  DESIGNATION -  J 121
 NJ0464  PID         -  NJ0464
 NJ0464  STATE/COUNTY-  WI/GRANT
 NJ0464  USGS QUAD   -  BAGLEY (1962)
 NJ0464
 NJ0464                         *CURRENT SURVEY CONTROL
 NJ0464  ___________________________________________________________________
 NJ0464* NAD 83(1986)-  42 53 10.     (N)    091 05 12.     (W)     SCALED    
 NJ0464* NAVD 88     -       192.761  (meters)     632.42   (feet)  ADJUSTED  
 NJ0464  ___________________________________________________________________
 NJ0464  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 NJ0464  DYNAMIC HT  -         192.711 (meters)     632.25  (feet)  COMP
 NJ0464  MODELED GRAV-     980,356.7   (mgal)                       NAVD 88
 NJ0464
 NJ0464  VERT ORDER  -  FIRST     CLASS I
 NJ0464
 NJ0464.The horizontal coordinates were scaled from a topographic map and have
 NJ0464.an estimated accuracy of +/- 6 seconds.
 NJ0464
 NJ0464.The orthometric height was determined by differential leveling
 NJ0464.and adjusted by the National Geodetic Survey in June 1991..
 NJ0464
 NJ0464.The geoid height was determined by GEOID03.
 NJ0464
 NJ0464.The dynamic height is computed by dividing the NAVD 88
 NJ0464.geopotential number by the normal gravity value computed on the
 NJ0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0464.degrees latitude (g = 980.6199 gals.).
 NJ0464
 NJ0464.The modeled gravity was interpolated from observed gravity values.
 NJ0464
 NJ0464;                    North         East    Units  Estimated Accuracy
 NJ0464;SPC WI S     -    99,020.      511,230.      MT  (+/- 180 meters Scaled)
 NJ0464
 NJ0464                          SUPERSEDED SURVEY CONTROL
 NJ0464
 NJ0464  NGVD 29 (??/??/92)  192.808  (m)          632.57   (f) ADJ UNCH    1 1
 NJ0464
 NJ0464.Superseded values are not recommended for survey control.
 NJ0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0464.See file dsdata.txt to determine how the superseded data were derived.
 NJ0464
 NJ0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH562499(NAD 83)
 NJ0464_MARKER: DB = BENCH MARK DISK
 NJ0464_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0464_SP_SET: OVERPASS
 NJ0464_STAMPING: J 121 1970
 NJ0464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0464
 NJ0464  HISTORY     - Date     Condition        Report By
 NJ0464  HISTORY     - 1970     MONUMENTED       NGS
 NJ0464  HISTORY     - 19980930 GOOD             USPSQD
 NJ0464
 NJ0464                          STATION DESCRIPTION
 NJ0464
 NJ0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0464'1.6 MI SE FROM BAGLEY.
 NJ0464'ABOUT 0.15 MILE SOUTH ALONG THE MAIN STREET FROM THE POST OFFICE
 NJ0464'AT BAGLEY, THENCE 1.4 MILES SOUTHEAST ALONG THE BURLINGTON
 NJ0464'NORTHERN RAILROAD, 9 RAILS SOUTHEAST OF MILEPOST 227, 7.0 FEET
 NJ0464'NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST TRACK, SET IN
 NJ0464'THE TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE HEADWALL
 NJ0464'OF A SMALL CONCRETE OVERPASS FOR A 2-LANE ROAD, 46 YARDS
 NJ0464'SOUTHEAST OF SIGNAL LIGHT NUMBER N226.9, AND ABOUT 1 1/2 FEET
 NJ0464'BELOW THE LEVEL OF THE TRACK.  SECTION 21, 28, T 5N, R 6W.
 NJ0464
 NJ0464                          STATION RECOVERY (1998)
 NJ0464
 NJ0464'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0362 ***********************************************************************
 ON0362  DESIGNATION -  J 122
 ON0362  PID         -  ON0362
 ON0362  STATE/COUNTY-  WI/CRAWFORD
 ON0362  USGS QUAD   -  HARPERS FERRY (1983)
 ON0362
 ON0362                         *CURRENT SURVEY CONTROL
 ON0362  ___________________________________________________________________
 ON0362* NAD 83(1986)-  43 09 14.     (N)    091 08 20.     (W)     SCALED    
 ON0362* NAVD 88     -       206.515  (meters)     677.54   (feet)  ADJUSTED  
 ON0362  ___________________________________________________________________
 ON0362  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 ON0362  DYNAMIC HT  -         206.466 (meters)     677.38  (feet)  COMP
 ON0362  MODELED GRAV-     980,379.0   (mgal)                       NAVD 88
 ON0362
 ON0362  VERT ORDER  -  FIRST     CLASS I
 ON0362
 ON0362.The horizontal coordinates were scaled from a topographic map and have
 ON0362.an estimated accuracy of +/- 6 seconds.
 ON0362
 ON0362.The orthometric height was determined by differential leveling
 ON0362.and adjusted by the National Geodetic Survey in June 1991..
 ON0362
 ON0362.The geoid height was determined by GEOID03.
 ON0362
 ON0362.The dynamic height is computed by dividing the NAVD 88
 ON0362.geopotential number by the normal gravity value computed on the
 ON0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0362.degrees latitude (g = 980.6199 gals.).
 ON0362
 ON0362.The modeled gravity was interpolated from observed gravity values.
 ON0362
 ON0362;                    North         East    Units  Estimated Accuracy
 ON0362;SPC WI S     -   128,820.      507,370.      MT  (+/- 180 meters Scaled)
 ON0362
 ON0362                          SUPERSEDED SURVEY CONTROL
 ON0362
 ON0362  NGVD 29 (??/??/92)  206.565  (m)          677.71   (f) ADJ UNCH    1 1
 ON0362
 ON0362.Superseded values are not recommended for survey control.
 ON0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0362.See file dsdata.txt to determine how the superseded data were derived.
 ON0362
 ON0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH513795(NAD 83)
 ON0362_MARKER: DB = BENCH MARK DISK
 ON0362_SETTING: 66 = SET IN ROCK OUTCROP
 ON0362_SP_SET: ROCK CLIFF
 ON0362_STAMPING: J 122 1970
 ON0362_MARK LOGO: NGS   
 ON0362_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ON0362_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ON0362+STABILITY: POSITION/ELEVATION WELL
 ON0362_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0362+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2001
 ON0362
 ON0362  HISTORY     - Date     Condition        Report By
 ON0362  HISTORY     - 1970     MONUMENTED       NGS
 ON0362  HISTORY     - 20010413 GOOD             WIDT
 ON0362
 ON0362                          STATION DESCRIPTION
 ON0362
 ON0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0362'4.6 MI S FROM LOCK AND DAM NUMBER 9.
 ON0362'ABOUT 4.65 MILES SOUTH ALONG THE BURLINGTON NORTHERN RAILROAD
 ON0362'FROM LOCK AND DAM NUMBER 9, 15 RAILS NORTH OF A CROSSING
 ON0362'OF THE RAILROAD AND A ROAD WHICH LEADS WEST TO FRENCHMANS
 ON0362'LANDING, 150 FEET EAST AND ACROSS STATE HIGHWAY 35 FROM THE
 ON0362'EAST RAIL OF THE EAST TRACK, 29 1/2 FEET EAST OF THE CENTER
 ON0362'LINE OF THE HIGHWAY, ON THE SOUTH SLOPE AND 125 YARDS SOUTH
 ON0362'OF THE CREST OF A HILL IN THE HIGHWAY, SET VERTICALLY IN THE
 ON0362'WEST FACE OF A 25-FOOT HIGH ROCK CLIFF, ABOUT 50 FEET ABOVE
 ON0362'THE LEVEL OF THE TRACK, ABOUT 3 1/2 FEET ABOVE THE BOTTOM OF
 ON0362'A DITCH, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 ON0362'SECTION 19, T 8N, R 6W.
 ON0362
 ON0362                          STATION RECOVERY (2001)
 ON0362
 ON0362'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 ON0362'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 ON0362'STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH COUNTY HIGHWAY D
 ON0362'ABOUT 7 MI (11.27 KM) NORTH OF THE CITY OF PRAIRIE DU CHIEN, GO SOUTH
 ON0362'ON STATE HIGHWAY 35 FOR 1.1 MI (1.77 KM) TO THE STATION ON THE LEFT.
 ON0362'THE STATION IS A BRONZE NATIONAL GEODETIC SURVEY BENCH MARK DISK SET
 ON0362'IN THE TOP OF A ROCK OUTCROP ABOUT 3 M (9.8 FT) ABOVE THE HWY
 ON0362'PAVEMENT.  THE STATION IS 11 M (36.1 FT) EAST OF THE CENTERLINE OF
 ON0362'STATE HIGHWAY 35, 160 M (524.9 FT) NORTH OF THE CENTERLINE OF PRIVATE
 ON0362'ENTRANCE --28712--, 66 M (216.5 FT) NORTH OF A TAPERED END OF CONCRETE
 ON0362'PARAPET, 5.1 M (16.7 FT) EAST OF CONCRETE PARAPET ON THE EAST SIDE OF
 ON0362'THE ROAD.  3.1 M (10.2 FT) EAST OF AN ORANGE FIBERGLASS WITNESS POST.
 ON0362'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATION DUE TO
 ON0362'BEING SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0423 ***********************************************************************
 ON0423  DESIGNATION -  J 123
 ON0423  PID         -  ON0423
 ON0423  STATE/COUNTY-  WI/VERNON
 ON0423  USGS QUAD   -  DE SOTO (1983)
 ON0423
 ON0423                         *CURRENT SURVEY CONTROL
 ON0423  ___________________________________________________________________
 ON0423* NAD 83(1986)-  43 25 26.     (N)    091 12 03.     (W)     SCALED    
 ON0423* NAVD 88     -       194.897  (meters)     639.42   (feet)  ADJUSTED  
 ON0423  ___________________________________________________________________
 ON0423  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 ON0423  DYNAMIC HT  -         194.859 (meters)     639.30  (feet)  COMP
 ON0423  MODELED GRAV-     980,419.4   (mgal)                       NAVD 88
 ON0423
 ON0423  VERT ORDER  -  FIRST     CLASS I
 ON0423
 ON0423.The horizontal coordinates were scaled from a topographic map and have
 ON0423.an estimated accuracy of +/- 6 seconds.
 ON0423
 ON0423.The orthometric height was determined by differential leveling
 ON0423.and adjusted by the National Geodetic Survey in June 1991..
 ON0423
 ON0423.The geoid height was determined by GEOID03.
 ON0423
 ON0423.The dynamic height is computed by dividing the NAVD 88
 ON0423.geopotential number by the normal gravity value computed on the
 ON0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0423.degrees latitude (g = 980.6199 gals.).
 ON0423
 ON0423.The modeled gravity was interpolated from observed gravity values.
 ON0423
 ON0423;                    North         East    Units  Estimated Accuracy
 ON0423;SPC WI S     -   158,880.      502,770.      MT  (+/- 180 meters Scaled)
 ON0423
 ON0423                          SUPERSEDED SURVEY CONTROL
 ON0423
 ON0423  NGVD 29 (??/??/92)  194.941  (m)          639.57   (f) ADJ UNCH    1 1
 ON0423
 ON0423.Superseded values are not recommended for survey control.
 ON0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0423.See file dsdata.txt to determine how the superseded data were derived.
 ON0423
 ON0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ456094(NAD 83)
 ON0423_MARKER: DB = BENCH MARK DISK
 ON0423_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ON0423_SP_SET: 7 1/2 FEET
 ON0423_STAMPING: J 123 1970
 ON0423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0423
 ON0423  HISTORY     - Date     Condition        Report By
 ON0423  HISTORY     - 1970     MONUMENTED       NGS
 ON0423
 ON0423                          STATION DESCRIPTION
 ON0423
 ON0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0423'AT DE SOTO.
 ON0423'AT DE SOTO, 277.0 FEET NORTH OF THE NORTHEAST CORNER OF THE
 ON0423'BURLINGTON NORTHERN RAILROAD STATION, 0.15 MILE NORTH OF MILEPOST
 ON0423'270, 43.5 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, 81
 ON0423'FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 35, 102 FEET
 ON0423'NORTH OF A HAND PUMP AND A WELL, 41.0 FEET SOUTHEAST OF THE
 ON0423'SOUTHWEST CORNER OF A TOOL SHED, 9.0 FEET WEST OF THE WEST RAIL
 ON0423'OF A SIDETRACK, 2.5 FEET SOUTH OF A TELEPHONE POLE, 1.0 FOOT
 ON0423'WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND
 ON0423'ON THE TOP OF A COPPER COATED ROD THAT IS DRIVEN TO REFUSAL AT
 ON0423'A DEPTH OF 7 1/2 FEET AND IS ENCASED IN A 4-INCH IRON PIPE
 ON0423'WHICH PROJECTS 1 INCH.  SECTION 15, T 11 N, R 7 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0244 ***********************************************************************
 ON0244  DESIGNATION -  J 124
 ON0244  PID         -  ON0244
 ON0244  STATE/COUNTY-  WI/LA CROSSE
 ON0244  USGS QUAD   -  LA CROSSE (1993)
 ON0244
 ON0244                         *CURRENT SURVEY CONTROL
 ON0244  ___________________________________________________________________
 ON0244* NAD 83(1986)-  43 46 12.     (N)    091 12 49.     (W)     SCALED    
 ON0244* NAVD 88     -       203.136  (meters)     666.46   (feet)  ADJUSTED  
 ON0244  ___________________________________________________________________
 ON0244  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 ON0244  DYNAMIC HT  -         203.099 (meters)     666.33  (feet)  COMP
 ON0244  MODELED GRAV-     980,430.2   (mgal)                       NAVD 88
 ON0244
 ON0244  VERT ORDER  -  FIRST     CLASS I
 ON0244
 ON0244.The horizontal coordinates were scaled from a topographic map and have
 ON0244.an estimated accuracy of +/- 6 seconds.
 ON0244
 ON0244.The orthometric height was determined by differential leveling
 ON0244.and adjusted by the National Geodetic Survey in June 1991..
 ON0244
 ON0244.The geoid height was determined by GEOID03.
 ON0244
 ON0244.The dynamic height is computed by dividing the NAVD 88
 ON0244.geopotential number by the normal gravity value computed on the
 ON0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0244.degrees latitude (g = 980.6199 gals.).
 ON0244
 ON0244.The modeled gravity was interpolated from observed gravity values.
 ON0244
 ON0244;                    North         East    Units  Estimated Accuracy
 ON0244;SPC WI S     -   197,340.      502,290.      MT  (+/- 180 meters Scaled)
 ON0244
 ON0244                          SUPERSEDED SURVEY CONTROL
 ON0244
 ON0244  NGVD 29 (??/??/92)  203.153  (m)          666.51   (f) ADJ UNCH    1 1
 ON0244
 ON0244.Superseded values are not recommended for survey control.
 ON0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0244.See file dsdata.txt to determine how the superseded data were derived.
 ON0244
 ON0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ437478(NAD 83)
 ON0244_MARKER: DB = BENCH MARK DISK
 ON0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0244_STAMPING: J 124 1970
 ON0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0244+STABILITY: SURFACE MOTION
 ON0244
 ON0244  HISTORY     - Date     Condition        Report By
 ON0244  HISTORY     - 1970     MONUMENTED       NGS
 ON0244  HISTORY     - 20030520 MARK NOT FOUND   USPSQD
 ON0244
 ON0244                          STATION DESCRIPTION
 ON0244
 ON0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0244'0.9 MI SE FROM LA CROSSE.
 ON0244'ABOUT 0.9 MILE SOUTHEAST ALONG U.S. HIGHWAYS 14 AND 61 AND STATE
 ON0244'HIGHWAY 35 FROM THE STATE OFFICE BUILDING AT LA CROSSE, ON THE
 ON0244'PROPERTY OF THE ST. PIUS X CATHOLIC CHURCH, SCHOOL AND CONVENT,
 ON0244'197 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 215.0
 ON0244'FEET WEST OF THE NORTHWEST CORNER OF THE SCHOOL, 49.0 FEET SOUTH
 ON0244'OF THE SOUTHWEST CORNER OF THE RECTORY AND IN LINE WITH THE PLANE
 ON0244'OF THE WEST WALL OF THE RECTORY, 35 1/2 FEET NORTH OF A 30-INCH
 ON0244'ELM TREE, 1 FOOT SOUTH OF THE SOUTH EDGE OF A ROW OF UNTRIMMED
 ON0244'HEDGE, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN
 ON0244'THE TOP OF A CONCRETE POST WHICH IS 1 INCH BELOW THE SURFACE OF
 ON0244'THE GROUND.  SECTION 16, T 15N, R 7W.
 ON0244
 ON0244                          STATION RECOVERY (2003)
 ON0244
 ON0244'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 ON0244'NOT FOUND.  THE FORMER ST. PIUS CATHOLIC CHURCH , SCHOOL AND CONVENT
 ON0244'IS NOW CHRIST THE KING CHAPEL, MARY MOTHER OF THE CHURCH SCHOOL,
 ON0244'CONVENT, AND DIOCESE OF LACROSSE.  FROM THE STATE OFFICE BUILDING ON
 ON0244'HIGHWAYS 14, 61 AND 35 GO SOUTH 0.6 MILE TO BIRCH STREET.  THE COMPLEX
 ON0244'IS AT THE WEST END OF BIRCH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0418 ***********************************************************************
 PO0418  DESIGNATION -  J 125
 PO0418  PID         -  PO0418
 PO0418  STATE/COUNTY-  WI/BUFFALO
 PO0418  USGS QUAD   -  COCHRANE (1972)
 PO0418
 PO0418                         *CURRENT SURVEY CONTROL
 PO0418  ___________________________________________________________________
 PO0418* NAD 83(1991)-  44 11 33.84297(N)    091 47 00.54476(W)     ADJUSTED  
 PO0418* NAVD 88     -       204.325  (meters)     670.36   (feet)  ADJUSTED  
 PO0418  ___________________________________________________________________
 PO0418  X           -    -142,563.497 (meters)                     COMP
 PO0418  Y           -  -4,578,479.726 (meters)                     COMP
 PO0418  Z           -   4,423,592.823 (meters)                     COMP
 PO0418  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 PO0418  ELLIP HEIGHT-         173.94  (meters)          (05/11/98) GPS OBS
 PO0418  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 PO0418  DYNAMIC HT  -         204.296 (meters)     670.26  (feet)  COMP
 PO0418  MODELED GRAV-     980,468.9   (mgal)                       NAVD 88
 PO0418
 PO0418  HORZ ORDER  -  FIRST
 PO0418  VERT ORDER  -  FIRST     CLASS I
 PO0418  ELLP ORDER  -  FOURTH    CLASS I
 PO0418
 PO0418.The horizontal coordinates were established by GPS observations
 PO0418.and adjusted by the National Geodetic Survey in May 1998..
 PO0418
 PO0418.The orthometric height was determined by differential leveling
 PO0418.and adjusted by the National Geodetic Survey in June 1991..
 PO0418
 PO0418.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PO0418
 PO0418.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0418
 PO0418.The ellipsoidal height was determined by GPS observations
 PO0418.and is referenced to NAD 83.
 PO0418
 PO0418.The geoid height was determined by GEOID03.
 PO0418
 PO0418.The dynamic height is computed by dividing the NAVD 88
 PO0418.geopotential number by the normal gravity value computed on the
 PO0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0418.degrees latitude (g = 980.6199 gals.).
 PO0418
 PO0418.The modeled gravity was interpolated from observed gravity values.
 PO0418
 PO0418;                    North         East     Units Scale Factor Converg.
 PO0418;SPC WI C     -    41,501.836   457,427.209   MT  1.00001132   -1 15 30.2
 PO0418;SPC WI C     -   136,160.61  1,500,742.43   sFT  1.00001132   -1 15 30.2
 PO0418;UTM  15      - 4,893,999.243   597,216.971   MT  0.99971623   +0 50 53.0
 PO0418
 PO0418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0418!SPC WI C     -   0.99997273  x   1.00001132  =   0.99998405
 PO0418!UTM  15      -   0.99997273  x   0.99971623  =   0.99968896
 PO0418
 PO0418                          SUPERSEDED SURVEY CONTROL
 PO0418
 PO0418  NAVD 88 (05/11/98)  204.32   (m)          670.3    (f) LEVELING    3  
 PO0418  NGVD 29 (??/??/92)  204.342  (m)          670.41   (f) ADJ UNCH    1 1
 PO0418
 PO0418.Superseded values are not recommended for survey control.
 PO0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0418.See file dsdata.txt to determine how the superseded data were derived.
 PO0418
 PO0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9721793999(NAD 83)
 PO0418_MARKER: DB = BENCH MARK DISK
 PO0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0418_STAMPING: J 125 1970
 PO0418_MARK LOGO: CGS   
 PO0418_PROJECTION: FLUSH
 PO0418_MAGNETIC: N = NO MAGNETIC MATERIAL
 PO0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0418+STABILITY: SURFACE MOTION
 PO0418_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PO0418+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1997
 PO0418
 PO0418  HISTORY     - Date     Condition        Report By
 PO0418  HISTORY     - 1970     MONUMENTED       CGS
 PO0418  HISTORY     - 19970114 GOOD             MNDT
 PO0418  HISTORY     - 19970822 GOOD             NGS
 PO0418
 PO0418                          STATION DESCRIPTION
 PO0418
 PO0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1970
 PO0418'3.6 MI SE FROM COCHRANE.
 PO0418'ABOUT 3.6 MILES SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE
 PO0418'LA CROSSE MILLING COMPANY ELEVATORS AT COCHRANE, 0.35 MILE
 PO0418'NORTHWEST OF THE COCHRANE-FOUNTAIN CITY COMMUNITY SCHOOL, 74 FEET
 PO0418'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 99 1/2 FEET
 PO0418'NORTHWEST OF THE WEST CORNER OF A GROVE OF PINE TREES, 10 FEET
 PO0418'NORTHWEST OF THE MOST SOUTHWESTERLY OF 3 POWER POLES, 1.3 FEET
 PO0418'SOUTHEAST OF A METAL WITNESS POST, ABOUT 5 1/2 FEET ABOVE THE
 PO0418'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 PO0418'WHICH PROJECTS 3 INCHES.  SECTION 23, T 20N, R 12W
 PO0418
 PO0418                          STATION RECOVERY (1997)
 PO0418
 PO0418'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DKH)
 PO0418'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 PO0418
 PO0418                          STATION RECOVERY (1997)
 PO0418
 PO0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 PO0418'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP0453 ***********************************************************************
 PP0453  DESIGNATION -  J 126
 PP0453  PID         -  PP0453
 PP0453  STATE/COUNTY-  WI/PIERCE
 PP0453  USGS QUAD   -  DIAMOND BLUFF EAST (1974)
 PP0453
 PP0453                         *CURRENT SURVEY CONTROL
 PP0453  ___________________________________________________________________
 PP0453* NAD 83(1986)-  44 38 52.     (N)    092 37 24.     (W)     SCALED    
 PP0453* NAVD 88     -       220.396  (meters)     723.08   (feet)  ADJUSTED  
 PP0453  ___________________________________________________________________
 PP0453  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 PP0453  DYNAMIC HT  -         220.364 (meters)     722.98  (feet)  COMP
 PP0453  MODELED GRAV-     980,471.7   (mgal)                       NAVD 88
 PP0453
 PP0453  VERT ORDER  -  FIRST     CLASS I
 PP0453
 PP0453.The horizontal coordinates were scaled from a topographic map and have
 PP0453.an estimated accuracy of +/- 6 seconds.
 PP0453
 PP0453.The orthometric height was determined by differential leveling
 PP0453.and adjusted by the National Geodetic Survey in June 1991..
 PP0453
 PP0453.The geoid height was determined by GEOID03.
 PP0453
 PP0453.The dynamic height is computed by dividing the NAVD 88
 PP0453.geopotential number by the normal gravity value computed on the
 PP0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0453.degrees latitude (g = 980.6199 gals.).
 PP0453
 PP0453.The modeled gravity was interpolated from observed gravity values.
 PP0453
 PP0453;                    North         East    Units  Estimated Accuracy
 PP0453;SPC WI C     -    93,860.      391,940.      MT  (+/- 180 meters Scaled)
 PP0453
 PP0453                          SUPERSEDED SURVEY CONTROL
 PP0453
 PP0453  NGVD 29 (??/??/92)  220.357  (m)          722.95   (f) ADJ UNCH    1 1
 PP0453
 PP0453.Superseded values are not recommended for survey control.
 PP0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0453.See file dsdata.txt to determine how the superseded data were derived.
 PP0453
 PP0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK298438(NAD 83)
 PP0453_MARKER: DB = BENCH MARK DISK
 PP0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0453_STAMPING: J 126 1970
 PP0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0453+STABILITY: SURFACE MOTION
 PP0453
 PP0453  HISTORY     - Date     Condition        Report By
 PP0453  HISTORY     - 1970     MONUMENTED       NGS
 PP0453  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 PP0453
 PP0453                          STATION DESCRIPTION
 PP0453
 PP0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PP0453'5.7 MI NW FROM HAGER CITY.
 PP0453'ABOUT 0.35 MILE NORTH ALONG COUNTY ROAD VV FROM THE POST OFFICE AT
 PP0453'HAGER CITY, THENCE 5.35 MILES NORTHWEST ALONG COUNTY ROAD E, 286 FEET
 PP0453'NORTHWEST OF THE WEST CORNER OF A TOOL SHED WHICH IS LOCATED BETWEEN
 PP0453'TWO TRACKS OF THE BURLINGTON NORTHERN RAILROAD, AT THE SMALL COMMUNITY
 PP0453'OF DIAMOND BLUFF, 104 FEET SOUTHWEST AND ACROSS THE TRACK FROM THE
 PP0453'CENTER LINE OF THE ROAD, 55.6 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 PP0453'THE SOUTHWEST TRACK, 23.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 PP0453'NORTHEAST TRACK, 53 1/2 FEET NORTH-NORTHWEST OF A 30-INCH MAPLE TREE,
 PP0453'8 FEET SOUTHEAST OF A TELEPHONE POLE WHICH IS BRACED BY A GUY WIRE,
 PP0453'1.3 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE
 PP0453'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH
 PP0453'PROJECTS 3 INCHES.  SECTION 13, T 25N, R 18W.
 PP0453
 PP0453                          STATION RECOVERY (2003)
 PP0453
 PP0453'RECOVERY NOTE BY US POWER SQUADRON 2003 (GN)
 PP0453'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0360 ***********************************************************************
 QL0360  DESIGNATION -  J 128
 QL0360  PID         -  QL0360
 QL0360  STATE/COUNTY-  WI/MARINETTE
 QL0360  USGS QUAD   -  MARINETTE WEST (1975)
 QL0360
 QL0360                         *CURRENT SURVEY CONTROL
 QL0360  ___________________________________________________________________
 QL0360* NAD 83(1986)-  45 03 10.     (N)    087 44 16.     (W)     SCALED    
 QL0360* NAVD 88     -       184.907  (meters)     606.65   (feet)  ADJUSTED  
 QL0360  ___________________________________________________________________
 QL0360  GEOID HEIGHT-         -36.72  (meters)                     GEOID03
 QL0360  DYNAMIC HT  -         184.892 (meters)     606.60  (feet)  COMP
 QL0360  MODELED GRAV-     980,528.3   (mgal)                       NAVD 88
 QL0360
 QL0360  VERT ORDER  -  FIRST     CLASS 0
 QL0360
 QL0360.The horizontal coordinates were scaled from a topographic map and have
 QL0360.an estimated accuracy of +/- 6 seconds.
 QL0360
 QL0360.The orthometric height was determined by differential leveling
 QL0360.and adjusted by the National Geodetic Survey in June 1991..
 QL0360
 QL0360.The geoid height was determined by GEOID03.
 QL0360
 QL0360.The dynamic height is computed by dividing the NAVD 88
 QL0360.geopotential number by the normal gravity value computed on the
 QL0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0360.degrees latitude (g = 980.6199 gals.).
 QL0360
 QL0360.The modeled gravity was interpolated from observed gravity values.
 QL0360
 QL0360;                    North         East    Units  Estimated Accuracy
 QL0360;SPC WI C     -   137,990.      778,170.      MT  (+/- 180 meters Scaled)
 QL0360
 QL0360                          SUPERSEDED SURVEY CONTROL
 QL0360
 QL0360.No superseded survey control is available for this station.
 QL0360
 QL0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ419890(NAD 83)
 QL0360_MARKER: DB = BENCH MARK DISK
 QL0360_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0360_SP_SET: 32 FEET
 QL0360_STAMPING: J 128 1972
 QL0360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0360_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0360+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2005
 QL0360
 QL0360  HISTORY     - Date     Condition        Report By
 QL0360  HISTORY     - 1972     MONUMENTED       NGS
 QL0360  HISTORY     - 1990     GOOD             USPSQD
 QL0360  HISTORY     - 19910606 GOOD             USPSQD
 QL0360  HISTORY     - 19960902 GOOD             USPSQD
 QL0360  HISTORY     - 20031026 GOOD             USPSQD
 QL0360  HISTORY     - 20051209 GOOD             WIDT
 QL0360
 QL0360                          STATION DESCRIPTION
 QL0360
 QL0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0360'AT PESHTIGO.
 QL0360'AT PESHTIGO, ABOUT 0.55 MILE NORTHEAST ALONG U.S. HIGHWAY 41
 QL0360'FROM THE BRIDGE OVER THE PESHTIGO RIVER, AT THE SOUTHWEST CORNER
 QL0360'OF A CHAIN LINK FENCE AROUND THE DE HART CHEVROLET COMPANY
 QL0360'STORAGE LOT, 64 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 QL0360'2.2 FEET EAST OF A FENCE CORNER, 0.6 FOOT SOUTH OF THE EAST-WEST
 QL0360'FENCE LINE, 1/2 FOOT SOUTH OF A METAL WITNESS POST, 2 FEET
 QL0360'BELOW THE LEVEL OF THE HIGHWAY AND IS A DISK ON THE TOP OF A
 QL0360'COPPER COATED STEEL ROD THAT IS ENCASED IN A 6 INCH METAL PIPE
 QL0360'THAT IS FLUSH WITH THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN
 QL0360'TO A DEPTH OF 32 FEET.  SECTION 20, T 30 N, R 23 E.
 QL0360
 QL0360                          STATION RECOVERY (1990)
 QL0360
 QL0360'RECOVERY NOTE BY US POWER SQUADRON 1990 (RPT)
 QL0360'RECOVERED IN GOOD CONDITION.
 QL0360
 QL0360                          STATION RECOVERY (1991)
 QL0360
 QL0360'RECOVERY NOTE BY US POWER SQUADRON 1991 (RPT)
 QL0360'RECOVERED IN GOOD CONDITION.
 QL0360
 QL0360                          STATION RECOVERY (1996)
 QL0360
 QL0360'RECOVERY NOTE BY US POWER SQUADRON 1996
 QL0360'RECOVERED IN GOOD CONDITION.
 QL0360
 QL0360                          STATION RECOVERY (2003)
 QL0360
 QL0360'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QL0360'RECOVERED IN GOOD CONDITION.
 QL0360
 QL0360                          STATION RECOVERY (2005)
 QL0360
 QL0360'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QL0360'RECOVERED IN GOOD CONDITION. THE STATION IS 18.3 M SOUTHEAST OF A
 QL0360'WATER TOWER, 9.1 M SOUTHEAST OF A TOURIST INFORMATION BUILDING, AND 8
 QL0360'CM BELOW THE GROUND.   NOTE DE HART CHEVROLET IS NOW  BOB S HOMES .
 QL0360'THE FENCED IN AREA IS A MOBILE HOME STORAGE AREA AND SALES LOT.
 QL0360'--NOTE-- TO LOCATE THE STATION USE THE FOLLOWING HAND HELD GPS
 QL0360'ACQUIRED LATITUDE AND LONGITUDE, N45 03 11, W87 44 13.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0224 ***********************************************************************
 PM0224  DESIGNATION -  J 129
 PM0224  PID         -  PM0224
 PM0224  STATE/COUNTY-  WI/OCONTO
 PM0224  USGS QUAD   -  PENSAUKEE (1974)
 PM0224
 PM0224                         *CURRENT SURVEY CONTROL
 PM0224  ___________________________________________________________________
 PM0224* NAD 83(1986)-  44 49 25.     (N)    087 54 47.     (W)     SCALED    
 PM0224* NAVD 88     -       180.281  (meters)     591.47   (feet)  ADJUSTED  
 PM0224  ___________________________________________________________________
 PM0224  GEOID HEIGHT-         -36.41  (meters)                     GEOID03
 PM0224  DYNAMIC HT  -         180.263 (meters)     591.41  (feet)  COMP
 PM0224  MODELED GRAV-     980,515.6   (mgal)                       NAVD 88
 PM0224
 PM0224  VERT ORDER  -  FIRST     CLASS 0
 PM0224
 PM0224.The horizontal coordinates were scaled from a topographic map and have
 PM0224.an estimated accuracy of +/- 6 seconds.
 PM0224
 PM0224.The orthometric height was determined by differential leveling
 PM0224.and adjusted by the National Geodetic Survey in June 1991..
 PM0224
 PM0224.The geoid height was determined by GEOID03.
 PM0224
 PM0224.The dynamic height is computed by dividing the NAVD 88
 PM0224.geopotential number by the normal gravity value computed on the
 PM0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0224.degrees latitude (g = 980.6199 gals.).
 PM0224
 PM0224.The modeled gravity was interpolated from observed gravity values.
 PM0224
 PM0224;                    North         East    Units  Estimated Accuracy
 PM0224;SPC WI C     -   112,160.      765,030.      MT  (+/- 180 meters Scaled)
 PM0224
 PM0224                          SUPERSEDED SURVEY CONTROL
 PM0224
 PM0224.No superseded survey control is available for this station.
 PM0224
 PM0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ278637(NAD 83)
 PM0224_MARKER: DB = BENCH MARK DISK
 PM0224_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PM0224_SP_SET: BRIDGE
 PM0224_STAMPING: J 129 1972
 PM0224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0224+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2005
 PM0224
 PM0224  HISTORY     - Date     Condition        Report By
 PM0224  HISTORY     - 1972     MONUMENTED       NGS
 PM0224  HISTORY     - 19901113 GOOD             USPSQD
 PM0224  HISTORY     - 19961002 GOOD             USPSQD
 PM0224  HISTORY     - 20021115 GOOD             USPSQD
 PM0224  HISTORY     - 20051212 GOOD             WIDT
 PM0224
 PM0224                          STATION DESCRIPTION
 PM0224
 PM0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0224'IN PENSAUKEE.
 PM0224'AT PENSAUKEE, ABOUT 85 YARDS NORTH OF THE INTERSECTION OF COUNTY ROAD
 PM0224'S AND FISH HOUSE ROAD, SET IN THE TOP OF THE SOUTH END OF THE WEST
 PM0224'CONCRETE GUARDRAIL BASE FOR A 135-FOOT LONG CONCRETE BRIDGE FOR COUNTY
 PM0224'ROAD S OVER THE PENSAUKEE RIVER, 16 FEET WEST OF THE CENTER LINE OF
 PM0224'THE COUNTY ROAD, 6.2 FEET NORTH OF THE SOUTH END OF THE GUARDRAIL AND
 PM0224'1 FOOT ABOVE THE LEVEL OF THE COUNTY ROAD.  SECTION 11, T 27N, R 21E.
 PM0224
 PM0224                          STATION RECOVERY (1990)
 PM0224
 PM0224'RECOVERY NOTE BY US POWER SQUADRON 1990 (RPT)
 PM0224'RECOVERED IN GOOD CONDITION.
 PM0224
 PM0224                          STATION RECOVERY (1996)
 PM0224
 PM0224'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0224'RECOVERED IN GOOD CONDITION.
 PM0224
 PM0224                          STATION RECOVERY (2002)
 PM0224
 PM0224'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0224'RECOVERED IN GOOD CONDITION.
 PM0224
 PM0224                          STATION RECOVERY (2005)
 PM0224
 PM0224'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0224'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0427 ***********************************************************************
 QM0427  DESIGNATION -  J 13
 QM0427  PID         -  QM0427
 QM0427  STATE/COUNTY-  WI/VILAS
 QM0427  USGS QUAD   -  FENCE LAKE (1971)
 QM0427
 QM0427                         *CURRENT SURVEY CONTROL
 QM0427  ___________________________________________________________________
 QM0427* NAD 83(1986)-  45 57 22.     (N)    089 48 33.     (W)     SCALED    
 QM0427* NAVD 88     -       491.276  (meters)    1611.79   (feet)  ADJUSTED  
 QM0427  ___________________________________________________________________
 QM0427  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 QM0427  DYNAMIC HT  -         491.263 (meters)    1611.75  (feet)  COMP
 QM0427  MODELED GRAV-     980,573.1   (mgal)                       NAVD 88
 QM0427
 QM0427  VERT ORDER  -  FIRST     CLASS II
 QM0427
 QM0427.The horizontal coordinates were scaled from a topographic map and have
 QM0427.an estimated accuracy of +/- 6 seconds.
 QM0427
 QM0427.The orthometric height was determined by differential leveling
 QM0427.and adjusted by the National Geodetic Survey in June 1991..
 QM0427
 QM0427.The geoid height was determined by GEOID03.
 QM0427
 QM0427.The dynamic height is computed by dividing the NAVD 88
 QM0427.geopotential number by the normal gravity value computed on the
 QM0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0427.degrees latitude (g = 980.6199 gals.).
 QM0427
 QM0427.The modeled gravity was interpolated from observed gravity values.
 QM0427
 QM0427;                    North         East    Units  Estimated Accuracy
 QM0427;SPC WI N     -    87,760.      614,790.      MT  (+/- 180 meters Scaled)
 QM0427
 QM0427                          SUPERSEDED SURVEY CONTROL
 QM0427
 QM0427  NGVD 29 (??/??/92)  491.253  (m)         1611.72   (f) ADJ UNCH    1 2
 QM0427
 QM0427.Superseded values are not recommended for survey control.
 QM0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0427.See file dsdata.txt to determine how the superseded data were derived.
 QM0427
 QM0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR823930(NAD 83)
 QM0427_MARKER: DB = BENCH MARK DISK
 QM0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0427_MARK LOGO: CGS   
 QM0427_PROJECTION: PROJECTING 10 CENTIMETERS
 QM0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0427+STABILITY: SURFACE MOTION
 QM0427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QM0427+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2005
 QM0427
 QM0427  HISTORY     - Date     Condition        Report By
 QM0427  HISTORY     - UNK      MONUMENTED       CGS
 QM0427  HISTORY     - 1934     GOOD             NGS
 QM0427  HISTORY     - 1982     GOOD             NGS
 QM0427  HISTORY     - 20050921 GOOD             WIDT
 QM0427
 QM0427                          STATION DESCRIPTION
 QM0427
 QM0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QM0427'NEAR MARLAND STATION.
 QM0427'ALONG THE C. AND N.W. R.R.  10 YDS. N.W. OF MARLAND STATION,
 QM0427'MARK IS 12 YDS. N.E. OF COUNTY ROAD AND ABOUT 15 YDS. S.W. OF
 QM0427'CENTER OF TRACK, 1 YD. N.E. OF FENCE LINE AND 2 YDS. S.E. OF
 QM0427'FENCE GATE.
 QM0427
 QM0427                          STATION RECOVERY (1982)
 QM0427
 QM0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QM0427'RECOVERED IN GOOD CONDITION.  THE RAILROAD STATION IS GONE.  NEW
 QM0427'DESCRIPTION FOLLOWS.
 QM0427'IN MARLANDS, AT THE JUNCTION OF COUNTY ROAD F AND STATE HIGHWAY 47,
 QM0427'8.8 METERS (29.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 QM0427'13.7 METERS (45.0 FT) SOUTH OF THE SOUTH RAIL OF THE TRACKS, AND
 QM0427'9.8 METERS (32.0 FT) EAST-SOUTHEAST OF A TELEPHONE JUNCTION BOX.
 QM0427'NOTE FROM MINITOWISH SOUTH TO WOODRUFF, THE LEVEL LINE REROUTED ALONG
 QM0427'U.S. HIGHWAY 51.
 QM0427'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 QM0427
 QM0427                          STATION RECOVERY (2005)
 QM0427
 QM0427'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0427'RECOVERED IN GOOD CONDITION. -ADD-THE STATION IS 27.4 M EAST OF THE
 QM0427'EXTENDED CENTERLINE OF FENCE LAKE ROAD, 12.8 M SOUTH OF THE OLD
 QM0427'RAILROAD BED WHICH IS NOW A RECREATIONAL TRAIL, 11.0 M NORTH OF THE
 QM0427'CENTERLINE OF STATE HIGHWAY 47, 1.0 M SOUTHWEST OF AN ORANGE
 QM0427'FIBERGLASS WITNESS POST, AND PROTRUDES 11 CM ABOVE THE GROUND.
 QM0427'-NOTE-THE NUMBER OF THE PREVIOUSLY DESCRIBED TELEPHONE PEDESTAL IS
 QM0427'--2285--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0096 ***********************************************************************
 PN0096  DESIGNATION -  J 130
 PN0096  PID         -  PN0096
 PN0096  STATE/COUNTY-  WI/BROWN
 PN0096  USGS QUAD   -  GREEN BAY WEST (1992)
 PN0096
 PN0096                         *CURRENT SURVEY CONTROL
 PN0096  ___________________________________________________________________
 PN0096* NAD 83(1986)-  44 33 32.     (N)    088 03 21.     (W)     SCALED    
 PN0096* NAVD 88     -       187.511  (meters)     615.19   (feet)  ADJUSTED  
 PN0096  ___________________________________________________________________
 PN0096  GEOID HEIGHT-         -36.21  (meters)                     GEOID03
 PN0096  DYNAMIC HT  -         187.488 (meters)     615.12  (feet)  COMP
 PN0096  MODELED GRAV-     980,494.5   (mgal)                       NAVD 88
 PN0096
 PN0096  VERT ORDER  -  FIRST     CLASS 0
 PN0096
 PN0096.The horizontal coordinates were scaled from a topographic map and have
 PN0096.an estimated accuracy of +/- 6 seconds.
 PN0096
 PN0096.The orthometric height was determined by differential leveling
 PN0096.and adjusted by the National Geodetic Survey in June 1991..
 PN0096
 PN0096.The geoid height was determined by GEOID03.
 PN0096
 PN0096.The dynamic height is computed by dividing the NAVD 88
 PN0096.geopotential number by the normal gravity value computed on the
 PN0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0096.degrees latitude (g = 980.6199 gals.).
 PN0096
 PN0096.The modeled gravity was interpolated from observed gravity values.
 PN0096
 PN0096;                    North         East    Units  Estimated Accuracy
 PN0096;SPC WI C     -    82,470.      754,440.      MT  (+/- 180 meters Scaled)
 PN0096
 PN0096                          SUPERSEDED SURVEY CONTROL
 PN0096
 PN0096.No superseded survey control is available for this station.
 PN0096
 PN0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ161344(NAD 83)
 PN0096_MARKER: DB = BENCH MARK DISK
 PN0096_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PN0096_SP_SET: GUARDRAIL OVERPASS
 PN0096_STAMPING: J 130
 PN0096_MARK LOGO: CGS   
 PN0096_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0096+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 PN0096
 PN0096  HISTORY     - Date     Condition        Report By
 PN0096  HISTORY     - UNK      MONUMENTED       WIHD
 PN0096  HISTORY     - 1972     GOOD             NGS
 PN0096  HISTORY     - 1985     GOOD             NGS
 PN0096  HISTORY     - 19940513 GOOD             WI-009
 PN0096  HISTORY     - 20021115 GOOD             USPSQD
 PN0096  HISTORY     - 20040721 GOOD             USPSQD
 PN0096  HISTORY     - 20050722 GOOD             USPSQD
 PN0096  HISTORY     - 20050810 GOOD             WIDT
 PN0096
 PN0096                          STATION DESCRIPTION
 PN0096
 PN0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PN0096'AT HOWARD.
 PN0096'AT HOWARD, ABOUT 0.2 MILE NORTHWEST ALONG U.S. HIGHWAYS 41 AND
 PN0096'141 FROM THE HIGHWAY OVERPASS OVER VELP AVENUE, SET ON THE
 PN0096'TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE GUARDRAIL FOR
 PN0096'THE NORTHBOUND LANE OF THE OVERPASS OVER THE CHICAGO AND NORTH
 PN0096'WESTERN RAILWAY, 33 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE
 PN0096'NORTHBOUND LANE OF THE HIGHWAY, 2.1 FEET NORTHEAST OF THE
 PN0096'SOUTHEAST END OF THE GUARDRAIL AND 2 1/2 FEET ABOVE THE LEVEL
 PN0096'OF THE HIGHWAY.  SECTION 15, T 24 N, R 20 E.
 PN0096
 PN0096                          STATION RECOVERY (1985)
 PN0096
 PN0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0096'RECOVERED IN GOOD CONDITION.
 PN0096
 PN0096                          STATION RECOVERY (1994)
 PN0096
 PN0096'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0096'RECOVERED AS DESCRIBED.
 PN0096
 PN0096                          STATION RECOVERY (2002)
 PN0096
 PN0096'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0096'RECOVERED IN GOOD CONDITION.
 PN0096
 PN0096                          STATION RECOVERY (2004)
 PN0096
 PN0096'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWS)
 PN0096'RECOVERED IN GOOD CONDITION.
 PN0096
 PN0096                          STATION RECOVERY (2005)
 PN0096
 PN0096'RECOVERY NOTE BY US POWER SQUADRON 2005 (RWS)
 PN0096'RECOVERED IN GOOD CONDITION.
 PN0096
 PN0096                          STATION RECOVERY (2005)
 PN0096
 PN0096'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0096'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0086 ***********************************************************************
 PM0086  DESIGNATION -  J 131
 PM0086  PID         -  PM0086
 PM0086  STATE/COUNTY-  WI/BROWN
 PM0086  USGS QUAD   -  POLAND (1978)
 PM0086
 PM0086                         *CURRENT SURVEY CONTROL
 PM0086  ___________________________________________________________________
 PM0086* NAD 83(1986)-  44 24 11.     (N)    087 52 28.     (W)     SCALED    
 PM0086* NAVD 88     -       260.543  (meters)     854.80   (feet)  ADJUSTED  
 PM0086  ___________________________________________________________________
 PM0086  GEOID HEIGHT-         -36.08  (meters)                     GEOID03
 PM0086  DYNAMIC HT  -         260.507 (meters)     854.68  (feet)  COMP
 PM0086  MODELED GRAV-     980,474.8   (mgal)                       NAVD 88
 PM0086
 PM0086  VERT ORDER  -  SECOND    CLASS I
 PM0086
 PM0086.The horizontal coordinates were scaled from a topographic map and have
 PM0086.an estimated accuracy of +/- 6 seconds.
 PM0086
 PM0086.The orthometric height was determined by differential leveling
 PM0086.and adjusted by the National Geodetic Survey in May 2003..
 PM0086
 PM0086.The geoid height was determined by GEOID03.
 PM0086
 PM0086.The dynamic height is computed by dividing the NAVD 88
 PM0086.geopotential number by the normal gravity value computed on the
 PM0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0086.degrees latitude (g = 980.6199 gals.).
 PM0086
 PM0086.The modeled gravity was interpolated from observed gravity values.
 PM0086
 PM0086;                    North         East    Units  Estimated Accuracy
 PM0086;SPC WI C     -    65,520.      769,300.      MT  (+/- 180 meters Scaled)
 PM0086
 PM0086                          SUPERSEDED SURVEY CONTROL
 PM0086
 PM0086  NAVD 88 (06/15/91)  260.507  (m)          854.68   (f) UNKNOWN     1 0
 PM0086  NGVD 29 (??/??/92)  260.49   (m)          854.6    (f) COMPUTED    1 0
 PM0086
 PM0086.Superseded values are not recommended for survey control.
 PM0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0086.See file dsdata.txt to determine how the superseded data were derived.
 PM0086
 PM0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ303170(NAD 83)
 PM0086_MARKER: DV = VERTICAL CONTROL DISK
 PM0086_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PM0086_SP_SET: 8 FEET
 PM0086_STAMPING: J 131 1972
 PM0086_MARK LOGO: NGS   
 PM0086_PROJECTION: FLUSH
 PM0086_MAGNETIC: I = MARKER IS A STEEL ROD
 PM0086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0086_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0086+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2005
 PM0086
 PM0086  HISTORY     - Date     Condition        Report By
 PM0086  HISTORY     - 1972     MONUMENTED       NGS
 PM0086  HISTORY     - 19940513 GOOD             WI-009
 PM0086  HISTORY     - 2001     GOOD             WIDT
 PM0086  HISTORY     - 20030429 GOOD             USPSQD
 PM0086  HISTORY     - 20050727 GOOD             WIDT
 PM0086
 PM0086                          STATION DESCRIPTION
 PM0086
 PM0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0086'4.6 MI NW FROM DENMARK.
 PM0086'ABOUT 0.6 MILE NORTHWEST ALONG MAIN STREET AND GREEN BAY ROAD
 PM0086'FROM THE CROSSING OF MAIN STREET AND THE CHICAGO AND NORTH
 PM0086'WESTERN RAILWAY AT DENMARK, THENCE 4.0 MILES NORTHWEST ALONG
 PM0086'U.S. HIGHWAY 141, 0.55 MILE SOUTHEAST OF THE JUNCTION OF PINE
 PM0086'GROVE CHURCH ROAD, AT THE SOUTH CORNER OF THE FRONTIER GOLF
 PM0086'CLUB, 65 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 31
 PM0086'FEET SOUTHEAST OF UNDERGROUND CABLE MARKER (CANNISTER) NO. 2390,
 PM0086'11 FEET SOUTHEAST OF A POWER LINE POLE WITH OVERHEAD LINES
 PM0086'OVER THE HIGHWAY, 0.8 FOOT SOUTHWEST OF A FENCE LINE, 0.95 MILE
 PM0086'SOUTHEAST OF TRIANGULATION STATION PINE GROVE WHICH IS DESCRIBED
 PM0086'FROM BELLEVUE, 0.4 FOOT NORTHEAST OF A METAL WITNESS POST,
 PM0086'3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND IS A DISK ON THE
 PM0086'TOP OF A COPPER COATED STEEL ROD THAT IS ENCASED IN A 4 INCH
 PM0086'IRON PIPE THAT PROJECTS 1 INCH ABOVE THE LEVEL OF THE GROUND.
 PM0086'THE DISK IS FLUSH WITH THE LEVEL OF THE GROUND.  THE ROD WAS
 PM0086'DRIVEN TO REFUSAL AT A DEPTH OF 8 FEET.  SECTION 6, T22N, R22E.
 PM0086
 PM0086                          STATION RECOVERY (1994)
 PM0086
 PM0086'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PM0086'RECOVERED AS DESCRIBED.  POWER POLE NO.  E222 6R5
 PM0086
 PM0086                          STATION RECOVERY (2001)
 PM0086
 PM0086'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PM0086'THE STATION IS LOCATED ABOUT 40 KM NORTH-NORTHWEST OF MANITOWOC AND
 PM0086'17 KM SOUTHWEST OF GREEN BAY.  OWNERSHIP-- BROWN COUNTY.  TO REACH
 PM0086'THE STATION FROM THE JUNCTION OF US HIGHWAY 141 WITH STATE HIGHWAY 29
 PM0086'ABOUT 6.5 KM EAST OF THE CITY DE PERE, GO SOUTHEAST ON US HIGHWAY 141
 PM0086'FOR 0.5 KM TO COUNTY HIGHWAY R, CONTINUE SOUTHEAST ON COUNTY HIGHWAY
 PM0086'R FOR 3.9 KM TO PINE GROVE ROAD, CONTINUE SOUTHEAST ON COUNTY HIGHWAY
 PM0086'R FOR 1.2 KM STATION ON THE LEFT.  THE STATION IS A BRONZE NATIONAL
 PM0086'GEODETIC SURVEY VERTICAL CONTROL DISK SET IN THE TOP OF A 30-CM
 PM0086'SQUARE CONCRETE POST ABOUT 1.O M BELOW HIGHWAY PAVEMENT.  THE STATION
 PM0086'IS 19.8 M EAST OF THE CENTERLINE OF COUNTY HIGHWAY R, 15.1 M NORTH OF
 PM0086'TELEPHONE PEDISTAL --361--, 9.7 M SOUTH OF TELEPHONE PEDISTAL
 PM0086'--2390--, 3.5 M SOUTH OF POWER POLE --2222-6R5--, 20 CM NORTHEAST OF
 PM0086'A WHITE PLASTIC WITNESS POST.  ---NOTE--- 2 QUADRANTS ARE BLOCKED BY
 PM0086'OVERHEAD POWERLINES AND 7 M TREE FOR GPS.
 PM0086
 PM0086                          STATION RECOVERY (2003)
 PM0086
 PM0086'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0086'RECOVERED IN GOOD CONDITION.  ADD-- IT IS 0.9 MILE SOUTHEAST OF PINE
 PM0086'GROVE CHURCH ROAD, 0.3 MILE NORTH OF FRONTIER ROAD, NEAR THE SOUTHWEST
 PM0086'CORNER OF THE GOLF CLUB GROUNDS BETWEEN A WHITE METAL AND A WHITE
 PM0086'PLASTIC WITNESS POST.
 PM0086
 PM0086                          STATION RECOVERY (2005)
 PM0086
 PM0086'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PM0086'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.4 M SOUTHWEST OF
 PM0086'A WHITE PLASTIC WITNESS POST AND 0.2 M NORTHEAST OF A WHITE METAL
 PM0086'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0236 ***********************************************************************
 OL0236  DESIGNATION -  J 132
 OL0236  PID         -  OL0236
 OL0236  STATE/COUNTY-  WI/MANITOWOC
 OL0236  USGS QUAD   -  CLEVELAND EAST (1994)
 OL0236
 OL0236                         *CURRENT SURVEY CONTROL
 OL0236  ___________________________________________________________________
 OL0236* NAD 83(1986)-  43 54 50.     (N)    087 43 53.     (W)     SCALED    
 OL0236* NAVD 88     -       195.359  (meters)     640.94   (feet)  ADJUSTED  
 OL0236  ___________________________________________________________________
 OL0236  GEOID HEIGHT-         -35.97  (meters)                     GEOID03
 OL0236  DYNAMIC HT  -         195.324 (meters)     640.83  (feet)  COMP
 OL0236  MODELED GRAV-     980,437.0   (mgal)                       NAVD 88
 OL0236
 OL0236  VERT ORDER  -  FIRST     CLASS 0
 OL0236
 OL0236.The horizontal coordinates were scaled from a topographic map and have
 OL0236.an estimated accuracy of +/- 6 seconds.
 OL0236
 OL0236.The orthometric height was determined by differential leveling
 OL0236.and adjusted by the National Geodetic Survey in June 1991..
 OL0236
 OL0236.The geoid height was determined by GEOID03.
 OL0236
 OL0236.The dynamic height is computed by dividing the NAVD 88
 OL0236.geopotential number by the normal gravity value computed on the
 OL0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0236.degrees latitude (g = 980.6199 gals.).
 OL0236
 OL0236.The modeled gravity was interpolated from observed gravity values.
 OL0236
 OL0236;                    North         East    Units  Estimated Accuracy
 OL0236;SPC WI S     -   215,100.      782,190.      MT  (+/- 180 meters Scaled)
 OL0236
 OL0236                          SUPERSEDED SURVEY CONTROL
 OL0236
 OL0236  NGVD 29 (??/??/92)  195.38   (m)          641.0    (f) COMPUTED    1 0
 OL0236
 OL0236.Superseded values are not recommended for survey control.
 OL0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0236.See file dsdata.txt to determine how the superseded data were derived.
 OL0236
 OL0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP412625(NAD 83)
 OL0236_MARKER: DB = BENCH MARK DISK
 OL0236_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OL0236_SP_SET: 14.5 FEET
 OL0236_STAMPING: J 132 1972
 OL0236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0236
 OL0236  HISTORY     - Date     Condition        Report By
 OL0236  HISTORY     - 1972     MONUMENTED       NGS
 OL0236  HISTORY     - 20030622 MARK NOT FOUND   USPSQD
 OL0236
 OL0236                          STATION DESCRIPTION
 OL0236
 OL0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0236'0.7 MI E FROM CLEVELAND.
 OL0236'ABOUT 0.7 MILE EAST ALONG STATE HIGHWAY 149 FROM THE CROSSING
 OL0236'OF THE CHICAGO AND NORTH WESTERN RAILWAY AT CLEVELAND, 137 FEET
 OL0236'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 6.6 FEET SOUTHWEST OF
 OL0236'THE NORTHWEST CORNER OF THE CLEVELAND ELEMENTARY SCHOOL BUILDING,
 OL0236'12 FEET SOUTH OF THE SOUTH EDGE OF AN ASPHALT PARKING AREA,
 OL0236'4.4 FEET WEST OF THE WEST WALL OF THE BUILDING, 1 1/2 FEET
 OL0236'SOUTH OF A SMALL SHRUBERY PLANT, 2 FEET ABOVE THE LEVEL OF THE
 OL0236'HIGHWAY, AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD
 OL0236'THAT IS 2 INCHES BELOW THE LEVEL OF THE GROUND AND ENCASED
 OL0236'IN A 4 INCH METAL PIPE THAT IS 2 INCHES BELOW THE LEVEL OF THE
 OL0236'GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 14 1/2
 OL0236'FEET.  SECTION 27, T 17N, R 23E.
 OL0236
 OL0236                          STATION RECOVERY (2003)
 OL0236
 OL0236'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OL0236'STATION NOT FOUND.  NOTE-- OLD HIGHWAY 149 IS NOW WASHINGTON AVENUE.
 OL0236'THE SCHOOL IS LOCATED IN THE SOUTHEAST QUADRANT OF THE JUNCTION OF E.
 OL0236'WASHINGTON AVE (COUNTY HIGHWAY XX) AND BIRCH STREET (COUNTY HIGHWAY
 OL0236'LS).  THE SCHOOL PARKING AREA HAS BEEN ENLARGED AND THE STATION IS
 OL0236'COVERED WITH ASPHALT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0179 ***********************************************************************
 OL0179  DESIGNATION -  J 133
 OL0179  PID         -  OL0179
 OL0179  STATE/COUNTY-  WI/SHEBOYGAN
 OL0179  USGS QUAD   -  CEDAR GROVE (1974)
 OL0179
 OL0179                         *CURRENT SURVEY CONTROL
 OL0179  ___________________________________________________________________
 OL0179* NAD 83(1986)-  43 36 04.     (N)    087 46 44.     (W)     SCALED    
 OL0179* NAVD 88     -       196.812  (meters)     645.71   (feet)  ADJUSTED  
 OL0179  ___________________________________________________________________
 OL0179  GEOID HEIGHT-         -35.51  (meters)                     GEOID03
 OL0179  DYNAMIC HT  -         196.773 (meters)     645.58  (feet)  COMP
 OL0179  MODELED GRAV-     980,416.7   (mgal)                       NAVD 88
 OL0179
 OL0179  VERT ORDER  -  SECOND    CLASS I
 OL0179
 OL0179.The horizontal coordinates were scaled from a topographic map and have
 OL0179.an estimated accuracy of +/- 6 seconds.
 OL0179
 OL0179.The orthometric height was determined by differential leveling
 OL0179.and adjusted by the National Geodetic Survey in May 2003..
 OL0179
 OL0179.The geoid height was determined by GEOID03.
 OL0179
 OL0179.The dynamic height is computed by dividing the NAVD 88
 OL0179.geopotential number by the normal gravity value computed on the
 OL0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0179.degrees latitude (g = 980.6199 gals.).
 OL0179
 OL0179.The modeled gravity was interpolated from observed gravity values.
 OL0179
 OL0179;                    North         East    Units  Estimated Accuracy
 OL0179;SPC WI S     -   180,260.      779,300.      MT  (+/- 180 meters Scaled)
 OL0179
 OL0179                          SUPERSEDED SURVEY CONTROL
 OL0179
 OL0179  NAVD 88 (06/15/91)  196.745  (m)          645.49   (f) UNKNOWN     1 0
 OL0179
 OL0179.Superseded values are not recommended for survey control.
 OL0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0179.See file dsdata.txt to determine how the superseded data were derived.
 OL0179
 OL0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP371278(NAD 83)
 OL0179_MARKER: DB = BENCH MARK DISK
 OL0179_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 OL0179_SP_SET: UNSPECIFIED DEEP SET
 OL0179_STAMPING: J 133 1972
 OL0179_MARK LOGO: NGS   
 OL0179_MAGNETIC: I = MARKER IS A STEEL ROD
 OL0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0179+STABILITY: SURFACE MOTION
 OL0179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0179+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2003
 OL0179
 OL0179  HISTORY     - Date     Condition        Report By
 OL0179  HISTORY     - 1972     MONUMENTED       NGS
 OL0179  HISTORY     - 20010524 GOOD             WIDT
 OL0179  HISTORY     - 20031204 GOOD             USPSQD
 OL0179
 OL0179                          STATION DESCRIPTION
 OL0179
 OL0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0179'4 MI NE FROM CEDAR GROVE.
 OL0179'ABOUT 0.35 MILE NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 OL0179'RAILWAY FROM THE CROSSING OF STATE HIGHWAY 32 AT CEDAR GROVE,
 OL0179'THENCE 0.9 MILE EAST ALONG COUNTY ROAD D, THENCE 2.1 MILES
 OL0179'NORTHEAST ALONG SAUK TRAIL ROAD, THENCE 0.65 MILE EAST ALONG
 OL0179'DE WITT ROAD, 73.8 FEET WEST OF THE SOUTH END OF THE WEST
 OL0179'GUARD-RAIL OF THE WEST LANE OF U.S. HIGHWAY 141 OVERPASS, 86 1/2
 OL0179'FEET WEST OF THE WEST LANE OF THE HIGHWAY, 73 FEET SOUTH OF THE
 OL0179'CENTER LINE OF DE WITT ROAD, 14 1/2 FEET EAST OF POWER POLE
 OL0179'50-5, 13 1/2 FEET EAST OF A CONCRETE POST, 0.7 FOOT SOUTH OF A
 OL0179'WOVEN WIRE FENCE, 0.5 FOOT NORTH OF A METAL WITNESS POST, 9 FEET
 OL0179'BELOW THE LEVEL OF U.S. HIGHWAY 141, AND IS A DISK ON THE TOP
 OL0179'OF A COPPER COATED STEEL ROD.  SECTION 18, T13N, R23E.
 OL0179
 OL0179                          STATION RECOVERY (2001)
 OL0179
 OL0179'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OL0179'THIS STATION IS LOCATED ABOUT 40 KM NORTHWEST OF WEST BEND, 40 KM
 OL0179'EAST-SOUTHEAST OF FOND DU LAC, AND 16 KM SOUTH OF SHEBOYGAN.  TO
 OL0179'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 43 WITH
 OL0179'COUNTY STATE HIGHWAY AA (WEST) AND FOSTER ROAD (EAST) AT EXIT 116
 OL0179'ABOUT 1.6 KM EAST OF THE VILLAGE OF OOSTBURG, GO EAST ON FOSTER ROAD
 OL0179'FOR 0.2 KM TO FRONTAGE ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH ON
 OL0179'FRONTAGE ROAD FOR 1.8 KM TO DE WITT ROAD, TURN RIGHT AND GO WEST ON
 OL0179'DEWITT ROAD FOR 0.2 KM TO THE STATION ON THE LEFT (SOUTH).  THE
 OL0179'STATION IS A BRONZE NATIONAL GEODETIC BENCH MARK DISK SET IN THE TOP
 OL0179'OF A COPPER COATED STEEL ROD WITH A CAP AND ABOUT 3 M ABOVE THE
 OL0179'PAVEMENT OF DE WITT ROAD AND 3 M BELOW THE PAVEMENT OF INTERSTATE
 OL0179'HIGHWAY 43.  THE STATION IS 22 M SOUTH OF THE CENTERLINE OF DE WITT
 OL0179'ROAD, 22.5 M WEST OF THE WEST EDGE OF ABUTMENT OF B-59-40-69 FOR THE
 OL0179'SOUTHBOUND LANES OF INTERSTATE HIGHWAY 43, 4.5 M EAST OF A POWER POLE
 OL0179'--69-25442 WISCONSIN ELETRIC POWER COMPANY--, 4.1 M EAST OF A WOOD
 OL0179'CORNER POST OF A R/W FENCE, 0.1 M SOUTH OF A R/W FENCE, AND 0.1 M
 OL0179'SOUTH OF AN ORANGE FIBERGLASS WITNESS POST. ---NOTE---THIS STATION
 OL0179'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE
 OL0179'THE HORIZON, EXCEPT FOR A POWER POLE TO THE WEST EXTENDING TO 67
 OL0179'DEGREES ABOVE THE HORIZON.
 OL0179
 OL0179                          STATION RECOVERY (2003)
 OL0179
 OL0179'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OL0179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RN0160 ***********************************************************************
 RN0160  DESIGNATION -  J 135
 RN0160  PID         -  RN0160
 RN0160  STATE/COUNTY-  WI/DOUGLAS
 RN0160  USGS QUAD   -  SUNNYSIDE (1975)
 RN0160
 RN0160                         *CURRENT SURVEY CONTROL
 RN0160  ___________________________________________________________________
 RN0160* NAD 83(1986)-  46 36 30.     (N)    092 07 23.     (W)     SCALED    
 RN0160* NAVD 88     -       214.058  (meters)     702.29   (feet)  ADJUSTED  
 RN0160  ___________________________________________________________________
 RN0160  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 RN0160  DYNAMIC HT  -         214.080 (meters)     702.36  (feet)  COMP
 RN0160  MODELED GRAV-     980,712.9   (mgal)                       NAVD 88
 RN0160
 RN0160  VERT ORDER  -  SECOND    CLASS 0
 RN0160
 RN0160.The horizontal coordinates were scaled from a topographic map and have
 RN0160.an estimated accuracy of +/- 6 seconds.
 RN0160
 RN0160.The orthometric height was determined by differential leveling
 RN0160.and adjusted by the National Geodetic Survey in June 1991..
 RN0160
 RN0160.The geoid height was determined by GEOID03.
 RN0160
 RN0160.The dynamic height is computed by dividing the NAVD 88
 RN0160.geopotential number by the normal gravity value computed on the
 RN0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0160.degrees latitude (g = 980.6199 gals.).
 RN0160
 RN0160.The modeled gravity was interpolated from observed gravity values.
 RN0160
 RN0160;                    North         East    Units  Estimated Accuracy
 RN0160;SPC WI N     -   162,410.      437,380.      MT  (+/- 180 meters Scaled)
 RN0160
 RN0160                          SUPERSEDED SURVEY CONTROL
 RN0160
 RN0160  NGVD 29 (??/??/92)  214.033  (m)          702.21   (f) ADJ UNCH    2 0
 RN0160
 RN0160.Superseded values are not recommended for survey control.
 RN0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0160.See file dsdata.txt to determine how the superseded data were derived.
 RN0160
 RN0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM671620(NAD 83)
 RN0160_MARKER: DB = BENCH MARK DISK
 RN0160_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RN0160_SP_SET: UNDERPASS
 RN0160_STAMPING: J 135 1935
 RN0160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0160
 RN0160  HISTORY     - Date     Condition        Report By
 RN0160  HISTORY     - 1935     MONUMENTED       CGS
 RN0160
 RN0160                          STATION DESCRIPTION
 RN0160
 RN0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RN0160'1 MI E FROM BOYLSTON JCT.
 RN0160'ALONG THE GREAT NORTHERN R.R. 1 MILE E. OF BOYLSTON JCT.  MARK IS ON
 RN0160'THE S.E. RETAINING WALL ON THE N.E. END OF THE CONCRETE R.R.
 RN0160'UNDERPASS.  4 YDS. N. OF THE CENTER OF THE N. TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RN0273 ***********************************************************************
 RN0273  DESIGNATION -  J 136
 RN0273  PID         -  RN0273
 RN0273  STATE/COUNTY-  WI/DOUGLAS
 RN0273  USGS QUAD   -  BOREA (1981)
 RN0273
 RN0273                         *CURRENT SURVEY CONTROL
 RN0273  ___________________________________________________________________
 RN0273* NAD 83(1986)-  46 33 21.     (N)    092 14 28.     (W)     SCALED    
 RN0273* NAVD 88     -       202.721  (meters)     665.09   (feet)  ADJUSTED  
 RN0273  ___________________________________________________________________
 RN0273  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 RN0273  DYNAMIC HT  -         202.735 (meters)     665.14  (feet)  COMP
 RN0273  MODELED GRAV-     980,681.8   (mgal)                       NAVD 88
 RN0273
 RN0273  VERT ORDER  -  SECOND    CLASS 0
 RN0273
 RN0273.The horizontal coordinates were scaled from a topographic map and have
 RN0273.an estimated accuracy of +/- 6 seconds.
 RN0273
 RN0273.The orthometric height was determined by differential leveling
 RN0273.and adjusted by the National Geodetic Survey in June 1991..
 RN0273
 RN0273.The geoid height was determined by GEOID03.
 RN0273
 RN0273.The dynamic height is computed by dividing the NAVD 88
 RN0273.geopotential number by the normal gravity value computed on the
 RN0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0273.degrees latitude (g = 980.6199 gals.).
 RN0273
 RN0273.The modeled gravity was interpolated from observed gravity values.
 RN0273
 RN0273;                    North         East    Units  Estimated Accuracy
 RN0273;SPC WI N     -   156,830.      428,170.      MT  (+/- 180 meters Scaled)
 RN0273
 RN0273                          SUPERSEDED SURVEY CONTROL
 RN0273
 RN0273  NGVD 29 (??/??/92)  202.671  (m)          664.93   (f) ADJ UNCH    2 0
 RN0273
 RN0273.Superseded values are not recommended for survey control.
 RN0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0273.See file dsdata.txt to determine how the superseded data were derived.
 RN0273
 RN0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM581560(NAD 83)
 RN0273_MARKER: DB = BENCH MARK DISK
 RN0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0273_STAMPING: J 136 1935
 RN0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0273+STABILITY: SURFACE MOTION
 RN0273
 RN0273  HISTORY     - Date     Condition        Report By
 RN0273  HISTORY     - 1935     MONUMENTED       CGS
 RN0273  HISTORY     - 1952     MARK NOT FOUND   USGS
 RN0273  HISTORY     - 20041215 MARK NOT FOUND   WIDT
 RN0273
 RN0273                          STATION DESCRIPTION
 RN0273
 RN0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RN0273'1 MI S FROM DEWEY.
 RN0273'ALONG COUNTY ROAD W. 1 MILE S. OF DEWEY.  MARK IS 18 YDS. N. OF BRIDGE
 RN0273'OVER CLEAR CREEK.  AT BASE OF LONG HILL.  9 YDS. E. OF CENTER OF ROAD.
 RN0273
 RN0273                          STATION RECOVERY (1952)
 RN0273
 RN0273'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 RN0273'MARK NOT FOUND.
 RN0273
 RN0273                          STATION RECOVERY (2004)
 RN0273
 RN0273'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 RN0273'THE STATION IS NOT FOUND THE TIES ARE VAGUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0272 ***********************************************************************
 NG0272  DESIGNATION -  J 138
 NG0272  PID         -  NG0272
 NG0272  STATE/COUNTY-  WI/KENOSHA
 NG0272  USGS QUAD   -  KENOSHA (1994)
 NG0272
 NG0272                         *CURRENT SURVEY CONTROL
 NG0272  ___________________________________________________________________
 NG0272* NAD 83(1986)-  42 36 55.     (N)    087 49 31.     (W)     SCALED    
 NG0272* NAVD 88     -       187.139  (meters)     613.97   (feet)  ADJUSTED  
 NG0272  ___________________________________________________________________
 NG0272  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 NG0272  DYNAMIC HT  -         187.085 (meters)     613.79  (feet)  COMP
 NG0272  MODELED GRAV-     980,325.1   (mgal)                       NAVD 88
 NG0272
 NG0272  VERT ORDER  -  FIRST     CLASS 0
 NG0272
 NG0272.The horizontal coordinates were scaled from a topographic map and have
 NG0272.an estimated accuracy of +/- 6 seconds.
 NG0272
 NG0272.The orthometric height was determined by differential leveling
 NG0272.and adjusted by the National Geodetic Survey in June 1991..
 NG0272
 NG0272.The geoid height was determined by GEOID03.
 NG0272
 NG0272.The dynamic height is computed by dividing the NAVD 88
 NG0272.geopotential number by the normal gravity value computed on the
 NG0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0272.degrees latitude (g = 980.6199 gals.).
 NG0272
 NG0272.The modeled gravity was interpolated from observed gravity values.
 NG0272
 NG0272;                    North         East    Units  Estimated Accuracy
 NG0272;SPC WI S     -    70,680.      778,420.      MT  (+/- 180 meters Scaled)
 NG0272
 NG0272                          SUPERSEDED SURVEY CONTROL
 NG0272
 NG0272  NGVD 29 (??/??/92)  187.22   (m)          614.2    (f) COMPUTED    1 0
 NG0272
 NG0272.Superseded values are not recommended for survey control.
 NG0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0272.See file dsdata.txt to determine how the superseded data were derived.
 NG0272
 NG0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN323184(NAD 83)
 NG0272_MARKER: DB = BENCH MARK DISK
 NG0272_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NG0272_SP_SET: 16 FT
 NG0272_STAMPING: J 138-1973
 NG0272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0272
 NG0272  HISTORY     - Date     Condition        Report By
 NG0272  HISTORY     - 1973     MONUMENTED       NGS
 NG0272  HISTORY     - 1979     GOOD             ALSTER
 NG0272  HISTORY     - 20060715 MARK NOT FOUND   USPSQD
 NG0272
 NG0272                          STATION DESCRIPTION
 NG0272
 NG0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NG0272'2.3 MI N FROM KENOSHA.
 NG0272'1.25 MILES NORTH ALONG STATE HIGHWAY 32 (SHERIDAN ROAD) FROM THE
 NG0272'POST OFFICE AT KENOSHA, THENCE 0.15 MILES WEST ALONG 38TH
 NG0272'STREET, THENCE 0.9 MILES NORTH ALONG THE CHICAGO AND NORTH
 NG0272'WESTERN RAILWAY, 207.5 FEET NORTH OF THE CENTER LINE OF MAIN AND
 NG0272'WEST ENTRANCE TO ST. GEORGE CEMETERY, 90.0 FEET EAST OF AND
 NG0272'ACROSS SHERIDAN ROAD FROM THE EAST RAIL OF EAST TRACK, 11.0 FEET
 NG0272'EAST OF EAST CURB OF SHERIDAN ROAD, 9.5 FEET EAST OF BRACE POLE
 NG0272'73-4975, 1.4 FEET SOUTH EAST OF A GUY WIRE, 0.4 FEET WEST OF A
 NG0272'CONCRETE FOUNDATION OF A CHAIN LINK FENCE.  0.6 MILES SOUTH OF
 NG0272'BM H 138.  A STANDARD DISK, ON TOP OF A COPPER COATED STEEL ROD
 NG0272'DRIVEN TO A DEPTH OF 16.0 FT.  THE DISK IS LEVEL WITH THE SURFACE
 NG0272'OF THE GROUND AND ENCASED IN A 6 INCH PIPE WHICH PROJECTS 1 IN
 NG0272'AND IS 1.0 FEET NORTH EAST OF A METAL WITNESS POST, ABOUT 1/2
 NG0272'FOOT ABOVE THE LEVEL OF THE ROAD.  SEC 19, T 2 N, R 23 F.
 NG0272
 NG0272                          STATION RECOVERY (1979)
 NG0272
 NG0272'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1979
 NG0272'RECOVERED IN GOOD CONDITION.
 NG0272
 NG0272                          STATION RECOVERY (2006)
 NG0272
 NG0272'RECOVERY NOTE BY US POWER SQUADRON 2006
 NG0272'STATION NOT FOUND.  THERE ARE NO POWER POLES ON THE EAST SIDE OF
 NG0272'SHERIDAN ROAD, NO METAL FENCE NORTH OF THE MAIN ENTRANCE TO THE
 NG0272'CEMETARY, AND NO WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0416 ***********************************************************************
 QM0416  DESIGNATION -  J 14
 QM0416  PID         -  QM0416
 QM0416  STATE/COUNTY-  WI/ONEIDA
 QM0416  USGS QUAD   -  FENCE LAKE (1971)
 QM0416
 QM0416                         *CURRENT SURVEY CONTROL
 QM0416  ___________________________________________________________________
 QM0416* NAD 83(1986)-  45 53 09.     (N)    089 49 25.     (W)     SCALED    
 QM0416* NAVD 88     -       490.003  (meters)    1607.62   (feet)  ADJUSTED  
 QM0416  ___________________________________________________________________
 QM0416  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 QM0416  DYNAMIC HT  -         489.987 (meters)    1607.57  (feet)  COMP
 QM0416  MODELED GRAV-     980,567.7   (mgal)                       NAVD 88
 QM0416
 QM0416  VERT ORDER  -  SECOND    CLASS 0
 QM0416
 QM0416.The horizontal coordinates were scaled from a topographic map and have
 QM0416.an estimated accuracy of +/- 6 seconds.
 QM0416
 QM0416.The orthometric height was determined by differential leveling
 QM0416.and adjusted by the National Geodetic Survey in June 1991..
 QM0416
 QM0416.The geoid height was determined by GEOID03.
 QM0416
 QM0416.The dynamic height is computed by dividing the NAVD 88
 QM0416.geopotential number by the normal gravity value computed on the
 QM0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0416.degrees latitude (g = 980.6199 gals.).
 QM0416
 QM0416.The modeled gravity was interpolated from observed gravity values.
 QM0416
 QM0416;                    North         East    Units  Estimated Accuracy
 QM0416;SPC WI N     -    79,950.      613,690.      MT  (+/- 180 meters Scaled)
 QM0416
 QM0416                          SUPERSEDED SURVEY CONTROL
 QM0416
 QM0416  NGVD 29 (??/??/92)  489.980  (m)         1607.54   (f) ADJ UNCH    2 0
 QM0416
 QM0416.Superseded values are not recommended for survey control.
 QM0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0416.See file dsdata.txt to determine how the superseded data were derived.
 QM0416
 QM0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR809852(NAD 83)
 QM0416_MARKER: DB = BENCH MARK DISK
 QM0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0416+STABILITY: SURFACE MOTION
 QM0416
 QM0416  HISTORY     - Date     Condition        Report By
 QM0416  HISTORY     - UNK      MONUMENTED       CGS
 QM0416  HISTORY     - 1934     GOOD             NGS
 QM0416  HISTORY     - 20050921 MARK NOT FOUND   WIDT
 QM0416
 QM0416                          STATION DESCRIPTION
 QM0416
 QM0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QM0416'7 MI W FROM WOODRUFF.
 QM0416'ON STATE HIGHWAY 70, 24 FT NORTH OF CENTER LINE OF, 36 FT WEST
 QM0416'OF CENTER LINE OF ROAD TO BIRCHWOOD PINES RESORT.
 QM0416
 QM0416                          STATION RECOVERY (2005)
 QM0416
 QM0416'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0416'MARK NOT FOUND. ADD--SEARCHED AREA OF OLD ROADWAY FOR EVIDENCE OF
 QM0416'STATION BUT RECOVERED NOTHING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0387 ***********************************************************************
 RM0387  DESIGNATION -  J 146
 RM0387  PID         -  RM0387
 RM0387  STATE/COUNTY-  WI/WASHBURN
 RM0387  USGS QUAD   -  STANBERRY WEST (1971)
 RM0387
 RM0387                         *CURRENT SURVEY CONTROL
 RM0387  ___________________________________________________________________
 RM0387* NAD 83(1986)-  46 04 06.     (N)    091 38 49.     (W)     SCALED    
 RM0387* NAVD 88     -       364.608  (meters)    1196.22   (feet)  ADJUSTED  
 RM0387  ___________________________________________________________________
 RM0387  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 RM0387  DYNAMIC HT  -         364.631 (meters)    1196.29  (feet)  COMP
 RM0387  MODELED GRAV-     980,665.7   (mgal)                       NAVD 88
 RM0387
 RM0387  VERT ORDER  -  FIRST     CLASS II
 RM0387
 RM0387.The horizontal coordinates were scaled from a topographic map and have
 RM0387.an estimated accuracy of +/- 6 seconds.
 RM0387
 RM0387.The orthometric height was determined by differential leveling
 RM0387.and adjusted by the National Geodetic Survey in June 1991..
 RM0387
 RM0387.The geoid height was determined by GEOID03.
 RM0387
 RM0387.The dynamic height is computed by dividing the NAVD 88
 RM0387.geopotential number by the normal gravity value computed on the
 RM0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0387.degrees latitude (g = 980.6199 gals.).
 RM0387
 RM0387.The modeled gravity was interpolated from observed gravity values.
 RM0387
 RM0387;                    North         East    Units  Estimated Accuracy
 RM0387;SPC WI N     -   101,540.      472,600.      MT  (+/- 180 meters Scaled)
 RM0387
 RM0387                          SUPERSEDED SURVEY CONTROL
 RM0387
 RM0387.No superseded survey control is available for this station.
 RM0387
 RM0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM046025(NAD 83)
 RM0387_MARKER: DB = BENCH MARK DISK
 RM0387_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0387_SP_SET: STAINLESS STEEL ROD
 RM0387_STAMPING: J 146 1979
 RM0387_PROJECTION: FLUSH
 RM0387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0387_ROD/PIPE-DEPTH: 9.14 meters
 RM0387
 RM0387  HISTORY     - Date     Condition        Report By
 RM0387  HISTORY     - 1979     MONUMENTED       NGS
 RM0387
 RM0387                          STATION DESCRIPTION
 RM0387
 RM0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RM0387'9.6 MI EAST FROM MINONG.
 RM0387'9.6 MILES EAST ALONG STATE HIGHWAY 77 FROM THE JUNCTION OF U.S.
 RM0387'HIGHWAY 53 IN MINONG, ALSO 10.25 MILES WEST ALONG STATE HIGHWAY 77
 RM0387'FROM THE JUNCTION OF U.S. HIGHWAY 63 AND STATE HIGHWAY 27 IN HAYWARD,
 RM0387'23.0 FT. WEST OF THE CENTER OF A GRAVEL ROAD LEADING SOUTH, 45.0 FT.
 RM0387'SOUTH OF THE CENTERLINE OF THE HIGHWAY.  DISK IS 4 INCHES BELOW
 RM0387'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 RM0387'THE MARK IS 2 FT  E FROM A WITNESS POST.
 RM0387'THE MARK IS 2 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0325 ***********************************************************************
 QN0325  DESIGNATION -  J 147
 QN0325  PID         -  QN0325
 QN0325  STATE/COUNTY-  WI/SAWYER
 QN0325  USGS QUAD   -  RADISSON (1972)
 QN0325
 QN0325                         *CURRENT SURVEY CONTROL
 QN0325  ___________________________________________________________________
 QN0325* NAD 83(1986)-  45 46 13.     (N)    091 14 28.     (W)     SCALED    
 QN0325* NAVD 88     -       379.516  (meters)    1245.13   (feet)  ADJUSTED  
 QN0325  ___________________________________________________________________
 QN0325  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 QN0325  DYNAMIC HT  -         379.497 (meters)    1245.07  (feet)  COMP
 QN0325  MODELED GRAV-     980,556.2   (mgal)                       NAVD 88
 QN0325
 QN0325  VERT ORDER  -  FIRST     CLASS II
 QN0325
 QN0325.The horizontal coordinates were scaled from a topographic map and have
 QN0325.an estimated accuracy of +/- 6 seconds.
 QN0325
 QN0325.The orthometric height was determined by differential leveling
 QN0325.and adjusted by the National Geodetic Survey in June 1991..
 QN0325
 QN0325.The geoid height was determined by GEOID03.
 QN0325
 QN0325.The dynamic height is computed by dividing the NAVD 88
 QN0325.geopotential number by the normal gravity value computed on the
 QN0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0325.degrees latitude (g = 980.6199 gals.).
 QN0325
 QN0325.The modeled gravity was interpolated from observed gravity values.
 QN0325
 QN0325;                    North         East    Units  Estimated Accuracy
 QN0325;SPC WI N     -    67,840.      503,470.      MT  (+/- 180 meters Scaled)
 QN0325
 QN0325                          SUPERSEDED SURVEY CONTROL
 QN0325
 QN0325.No superseded survey control is available for this station.
 QN0325
 QN0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL367700(NAD 83)
 QN0325_MARKER: DB = BENCH MARK DISK
 QN0325_SETTING: 66 = SET IN ROCK OUTCROP
 QN0325_SP_SET: ROCK OUTCROP
 QN0325_STAMPING: J 147 1979
 QN0325_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QN0325+STABILITY: POSITION/ELEVATION WELL
 QN0325
 QN0325  HISTORY     - Date     Condition        Report By
 QN0325  HISTORY     - 1979     MONUMENTED       NGS
 QN0325
 QN0325                          STATION DESCRIPTION
 QN0325
 QN0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 QN0325'0.9 MI NW FROM RADISSON.
 QN0325'0.9 MILES NORTHWEST ALONG STATE HIGHWAY 27 FROM THE JUNCTION OF STATE
 QN0325'HIGHWAY 40 IN RADISSON, IN TOP OF A 7-FT. X 6-FT. FLAT ROCK OUTCROP,
 QN0325'0.15 MILE WEST OF A SMALL NARROW BRIDGE OVER ROCK CREEK, 44.0 FT.
 QN0325'NORTH OF THE CENTERLINE OF THE HIGHWAY, 200 FT. EAST OF A GRAVEL
 QN0325'DRIVE.
 QN0325'THE MARK IS 2 FT  N FROM A WITNESS POST.
 QN0325'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0389 ***********************************************************************
 QN0389  DESIGNATION -  J 148
 QN0389  PID         -  QN0389
 QN0389  STATE/COUNTY-  WI/RUSK
 QN0389  USGS QUAD   -  THORNAPPLE (1971)
 QN0389
 QN0389                         *CURRENT SURVEY CONTROL
 QN0389  ___________________________________________________________________
 QN0389* NAD 83(1986)-  45 27 51.     (N)    091 12 19.     (W)     SCALED    
 QN0389* NAVD 88     -       347.562  (meters)    1140.29   (feet)  ADJUSTED  
 QN0389  ___________________________________________________________________
 QN0389  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 QN0389  DYNAMIC HT  -         347.544 (meters)    1140.23  (feet)  COMP
 QN0389  MODELED GRAV-     980,554.2   (mgal)                       NAVD 88
 QN0389
 QN0389  VERT ORDER  -  FIRST     CLASS II
 QN0389
 QN0389.The horizontal coordinates were scaled from a topographic map and have
 QN0389.an estimated accuracy of +/- 6 seconds.
 QN0389
 QN0389.The orthometric height was determined by differential leveling
 QN0389.and adjusted by the National Geodetic Survey in June 1991..
 QN0389
 QN0389.The geoid height was determined by GEOID03.
 QN0389
 QN0389.The dynamic height is computed by dividing the NAVD 88
 QN0389.geopotential number by the normal gravity value computed on the
 QN0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0389.degrees latitude (g = 980.6199 gals.).
 QN0389
 QN0389.The modeled gravity was interpolated from observed gravity values.
 QN0389
 QN0389;                    North         East    Units  Estimated Accuracy
 QN0389;SPC WI C     -   181,920.      505,740.      MT  (+/- 180 meters Scaled)
 QN0389
 QN0389                          SUPERSEDED SURVEY CONTROL
 QN0389
 QN0389.No superseded survey control is available for this station.
 QN0389
 QN0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL403360(NAD 83)
 QN0389_MARKER: I = METAL ROD
 QN0389_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0389_SP_SET: STAINLESS STEEL ROD
 QN0389_STAMPING: J 148 1980
 QN0389_PROJECTION: FLUSH
 QN0389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0389_ROD/PIPE-DEPTH: 9.7  meters
 QN0389
 QN0389  HISTORY     - Date     Condition        Report By
 QN0389  HISTORY     - 1980     MONUMENTED       NGS
 QN0389  HISTORY     - 20040928 MARK NOT FOUND   WIDT
 QN0389
 QN0389                          STATION DESCRIPTION
 QN0389
 QN0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QN0389'7.4 KM WEST FROM LADYSMITH.
 QN0389'7.4 KM (4.6 MI) WEST ALONG U.S. HIGHWAY 8 FROM THE JUNCTION OF STATE
 QN0389'HIGHWAY 27 IN LADYSMITH, AT THE JUNCTION OF A GRAVEL ROAD LEADING
 QN0389'SOUTH, 15.8 M (52.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 12.7 M
 QN0389'(42.0 FT) EAST OF THE CENTERLINE OF THE ROAD, 3.1 M (10.2 FT) EAST OF
 QN0389'A CORNER FENCE POST, 2.0 M (6.6 FT) NORTHEAST OF A GUYED POWERLINE
 QN0389'POLE, 0.3 M (1.0 FT) NORTH OF A FENCE.
 QN0389'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 QN0389'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 QN0389
 QN0389                          STATION RECOVERY (2004)
 QN0389
 QN0389'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0389'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0361 ***********************************************************************
 QN0361  PACS        -  This is a Primary Airport Control Station.
 QN0361  DESIGNATION -  J 149
 QN0361  PID         -  QN0361
 QN0361  STATE/COUNTY-  WI/BARRON
 QN0361  USGS QUAD   -  BARRON (1978)
 QN0361
 QN0361                         *CURRENT SURVEY CONTROL
 QN0361  ___________________________________________________________________
 QN0361* NAD 83(1997)-  45 24 24.02967(N)    091 45 57.69135(W)     ADJUSTED  
 QN0361* NAVD 88     -       333.166  (meters)    1093.06   (feet)  ADJUSTED  
 QN0361  ___________________________________________________________________
 QN0361  X           -    -138,241.632 (meters)                     COMP
 QN0361  Y           -  -4,483,601.246 (meters)                     COMP
 QN0361  Z           -   4,519,408.925 (meters)                     COMP
 QN0361  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 QN0361  ELLIP HEIGHT-         302.93  (meters)          (04/28/99) GPS OBS
 QN0361  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 QN0361  DYNAMIC HT  -         333.141 (meters)    1092.98  (feet)  COMP
 QN0361  MODELED GRAV-     980,531.5   (mgal)                       NAVD 88
 QN0361
 QN0361  HORZ ORDER  -  A
 QN0361  VERT ORDER  -  FIRST     CLASS II
 QN0361  ELLP ORDER  -  THIRD     CLASS I
 QN0361
 QN0361.This mark is at Rice Lake Airport (RPD)
 QN0361
 QN0361.The horizontal coordinates were established by GPS observations
 QN0361.and adjusted by the National Geodetic Survey in April 1999..
 QN0361
 QN0361.The orthometric height was determined by differential leveling
 QN0361.and adjusted by the National Geodetic Survey in June 1991..
 QN0361
 QN0361.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QN0361
 QN0361.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0361
 QN0361.The ellipsoidal height was determined by GPS observations
 QN0361.and is referenced to NAD 83.
 QN0361
 QN0361.The geoid height was determined by GEOID03.
 QN0361
 QN0361.The dynamic height is computed by dividing the NAVD 88
 QN0361.geopotential number by the normal gravity value computed on the
 QN0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0361.degrees latitude (g = 980.6199 gals.).
 QN0361
 QN0361.The modeled gravity was interpolated from observed gravity values.
 QN0361
 QN0361;                    North         East     Units Scale Factor Converg.
 QN0361;SPC WI C     -   176,336.706   461,756.202   MT  0.99998356   -1 14 45.8
 QN0361;SPC WI C     -   578,531.34  1,514,945.14   sFT  0.99998356   -1 14 45.8
 QN0361;UTM  15      - 5,028,868.994   596,565.534   MT  0.99971465   +0 52 43.6
 QN0361
 QN0361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0361!SPC WI C     -   0.99995251  x   0.99998356  =   0.99993607
 QN0361!UTM  15      -   0.99995251  x   0.99971465  =   0.99966717
 QN0361
 QN0361                          SUPERSEDED SURVEY CONTROL
 QN0361
 QN0361  NAD 83(1991)-  45 24 24.02925(N)    091 45 57.69037(W) AD(       ) 1
 QN0361  NAVD 88 (04/28/99)  333.17   (m)         1093.1    (f) LEVELING    3  
 QN0361
 QN0361.Superseded values are not recommended for survey control.
 QN0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0361.See file dsdata.txt to determine how the superseded data were derived.
 QN0361
 QN0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL9656628869(NAD 83)
 QN0361_MARKER: I = METAL ROD
 QN0361_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QN0361_SP_SET: STAINLESS STEEL ROD
 QN0361_STAMPING: J 149 1980
 QN0361_MARK LOGO: NGS   
 QN0361_PROJECTION: PROJECTING 5 CENTIMETERS
 QN0361_MAGNETIC: N = NO MAGNETIC MATERIAL
 QN0361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QN0361+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2005
 QN0361_ROD/PIPE-DEPTH: 9.7  meters
 QN0361
 QN0361  HISTORY     - Date     Condition        Report By
 QN0361  HISTORY     - 1980     MONUMENTED       NGS
 QN0361  HISTORY     - 19971120 GOOD             NGS
 QN0361  HISTORY     - 19981218 GOOD             WI-005
 QN0361  HISTORY     - 20041206 GOOD             WOOLPT
 QN0361  HISTORY     - 20050927 GOOD             WIDT
 QN0361
 QN0361                          STATION DESCRIPTION
 QN0361
 QN0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QN0361'1.7 KM WEST FROM CAMERON.
 QN0361'1.7 KM (1.05 MI) WEST ALONG COUNTY ROAD W FROM THE POST OFFICE IN
 QN0361'CAMERON, AT THE SOUTHWEST CORNER OF THE JUNCTION OF A PAVED ROAD
 QN0361'LEADING NORTH WHICH FORMS A TRIANGLE, 17.9 M (59.0 FT) NORTHWEST OF
 QN0361'THE CENTERLINE OF THE COUNTY ROAD, 13.0 M (43.0 FT) SOUTHEAST OF THE
 QN0361'CENTERLINE OF THE ROAD LEADING NORTH, 1.3 M (4.3 FT) EAST OF A GUYED
 QN0361'POWERLINE POLE, 7.6 M (25.0 FT) EAST-SOUTHEAST OF A STOP SIGN.
 QN0361'THE MARK IS 0.3 METERS  WSW FROM A WITNESS POST.
 QN0361'THE MARK IS 0.3 M ABOVE THE ROAD.
 QN0361
 QN0361                          STATION RECOVERY (1997)
 QN0361
 QN0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 QN0361'NOTE--THIS IS THE PRIMARY AIRPORT CONTROL (PAC) STATION FOR THE RICE
 QN0361'LAKE REGIONAL - CARLS FIELD (RPD) AIRPORT.  THE STATION IS LOCATED
 QN0361'NEAR THE NORTHWEST SIDE OF CAMERON, ACROSS THE RAILROAD TRACKS AND
 QN0361'ROAD JUNCTION FROM THE SOUTHEAST CORNER OF CARLS FIELD AIRPORT, ON A
 QN0361'SMALL RISE NEAR THE CENTER OF A GRASS VEE FORMED BY THE JUNCTION OF
 QN0361'COUNTY ROAD W AND TWO PAVED ROADS, AND IN THE HIGHWAY RIGHT-OF-WAY.
 QN0361'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH FROM THE
 QN0361'UNDERPASS AT THE JUNCTION OF U.S.  HIGHWAYS 53 AND 8 NEAR THE
 QN0361'SOUTHWEST SIDE OF CAMERON (EXIT 135) , GO WEST ON HIGHWAY 8 FOR 2.17
 QN0361'KM (1.35 MI) TO THE JUNCTION OF COUNTY ROAD O (18TH STREET) JUST AFTER
 QN0361'CROSSING THE BRIDGE OVER THE RED CEDAR RIVER.  TURN RIGHT AND GO NORTH
 QN0361'ON COUNTY ROAD O FOR 0.8 KM (0.50 MI) TO THE JUNCTION OF COUNTY ROAD W
 QN0361'AT THE END OF COUNTY ROAD O.  TURN RIGHT AND GO EAST AND NORTHEAST ON
 QN0361'COUNTY ROAD W FOR 1.6 KM (1.00 MI) TO A PAVED CROSSROAD (19TH STREET)
 QN0361'AND THE STATION ON THE LEFT.  THE STATION IS A CENTERPUNCH AT THE TOP
 QN0361'CENTER OF A DATUM POINT CRIMPED TO A STAINLESS STEEL ROD ENCASED IN A
 QN0361'12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE PROJECTING 5
 QN0361'CM ABOVE THE GROUND.  IT IS 18.1 M (59.4 FT) NORTHWEST OF THE CENTER
 QN0361'OF COUNTY ROAD W AT THE CENTER OF A CURVE, 14.3 M (46.9 FT) EAST OF
 QN0361'THE CENTER OF 19TH STREET, 12.3 M (40.4 FT) SOUTH-SOUTHWEST OF THE
 QN0361'EDGE OF A PAVED ROAD LEADING FROM COUNTY ROAD W TO 19TH STREET, 7.0 M
 QN0361'(23.0 FT) EAST-SOUTHEAST OF A WOODEN RAILROAD CROSSING SIGN, 10.7 M
 QN0361'(35.1 FT) WEST-SOUTHWEST OF A STEEL SIGN INDICATING THE AIRPORT, AND
 QN0361'0.3 M (1.0 FT) SOUTHWEST OF A STEEL WITNESS POST.
 QN0361
 QN0361                          STATION RECOVERY (1998)
 QN0361
 QN0361'RECOVERY NOTE BY BARRON COUNTY WISCONSIN 1998
 QN0361'RECOVERED AS DESCRIBED.
 QN0361
 QN0361                          STATION RECOVERY (2004)
 QN0361
 QN0361'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (BJM)
 QN0361'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 QN0361
 QN0361                          STATION RECOVERY (2005)
 QN0361
 QN0361'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 QN0361'RECOVERED  IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M SOUTH, 1.0 M
 QN0361'NORTHEAST, AND 1.0 M NORTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 QN0361'NOTE-- THE STEEL WITNESS POSTS IS NOT PRESENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0408 ***********************************************************************
 RM0408  DESIGNATION -  J 150
 RM0408  PID         -  RM0408
 RM0408  STATE/COUNTY-  WI/DOUGLAS
 RM0408  USGS QUAD   -  GORDON (1982)
 RM0408
 RM0408                         *CURRENT SURVEY CONTROL
 RM0408  ___________________________________________________________________
 RM0408* NAD 83(1986)-  46 13 36.     (N)    091 48 01.     (W)     SCALED    
 RM0408* NAVD 88     -       324.216  (meters)    1063.70   (feet)  ADJUSTED  
 RM0408  ___________________________________________________________________
 RM0408  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 RM0408  DYNAMIC HT  -         324.249 (meters)    1063.81  (feet)  COMP
 RM0408  MODELED GRAV-     980,706.3   (mgal)                       NAVD 88
 RM0408
 RM0408  VERT ORDER  -  FIRST     CLASS II
 RM0408
 RM0408.The horizontal coordinates were scaled from a topographic map and have
 RM0408.an estimated accuracy of +/- 6 seconds.
 RM0408
 RM0408.The orthometric height was determined by differential leveling
 RM0408.and adjusted by the National Geodetic Survey in June 1991..
 RM0408
 RM0408.The geoid height was determined by GEOID03.
 RM0408
 RM0408.The dynamic height is computed by dividing the NAVD 88
 RM0408.geopotential number by the normal gravity value computed on the
 RM0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0408.degrees latitude (g = 980.6199 gals.).
 RM0408
 RM0408.The modeled gravity was interpolated from observed gravity values.
 RM0408
 RM0408;                    North         East    Units  Estimated Accuracy
 RM0408;SPC WI N     -   119,390.      461,130.      MT  (+/- 180 meters Scaled)
 RM0408
 RM0408                          SUPERSEDED SURVEY CONTROL
 RM0408
 RM0408.No superseded survey control is available for this station.
 RM0408
 RM0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM925199(NAD 83)
 RM0408_MARKER: DB = BENCH MARK DISK
 RM0408_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0408_SP_SET: STAINLESS STEEL ROD
 RM0408_STAMPING: J 150 1979
 RM0408_PROJECTION: FLUSH
 RM0408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0408_ROD/PIPE-DEPTH: 9.14 meters
 RM0408
 RM0408  HISTORY     - Date     Condition        Report By
 RM0408  HISTORY     - 1979     MONUMENTED       NGS
 RM0408  HISTORY     - 1987     GOOD             USPSQD
 RM0408  HISTORY     - 20041201 MARK NOT FOUND   WIDT
 RM0408
 RM0408                          STATION DESCRIPTION
 RM0408
 RM0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RM0408'1.55 MI SOUTH FROM GORDON.
 RM0408'1.55 MILES SOUTH ALONG U.S. HIGHWAY 53 FROM THE JUNCTION OF COUNTY
 RM0408'ROAD Y IN GORDON, 54.0 FT. WEST OF THE CENTERLINE OF A FRONTAGE ROAD,
 RM0408'42.6 FT. EAST OF THE CENTERLINE OF THE HIGHWAY, 36.1 FT.
 RM0408'WEST-SOUTHWEST OF A POWERLINE POLE.  DISK IS 4 INCHES BELOW GROUND,
 RM0408'ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 RM0408'THE MARK IS 1 FT  S FROM A WITNESS POST.
 RM0408'THE MARK IS 3 FT BELOW THE HIGHWAY.
 RM0408
 RM0408                          STATION RECOVERY (1987)
 RM0408
 RM0408'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBL)
 RM0408'RECOVERED IN GOOD CONDITION.
 RM0408
 RM0408                          STATION RECOVERY (2004)
 RM0408
 RM0408'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 RM0408'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0440 ***********************************************************************
 RM0440  DESIGNATION -  J 151
 RM0440  PID         -  RM0440
 RM0440  STATE/COUNTY-  WI/DOUGLAS
 RM0440  USGS QUAD   -  SOUTH RANGE (1975)
 RM0440
 RM0440                         *CURRENT SURVEY CONTROL
 RM0440  ___________________________________________________________________
 RM0440* NAD 83(1986)-  46 30 30.     (N)    091 55 52.     (W)     SCALED    
 RM0440* NAVD 88     -       351.702  (meters)    1153.88   (feet)  ADJUSTED  
 RM0440  ___________________________________________________________________
 RM0440  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 RM0440  DYNAMIC HT  -         351.743 (meters)    1154.01  (feet)  COMP
 RM0440  MODELED GRAV-     980,720.3   (mgal)                       NAVD 88
 RM0440
 RM0440  VERT ORDER  -  FIRST     CLASS II
 RM0440
 RM0440.The horizontal coordinates were scaled from a topographic map and have
 RM0440.an estimated accuracy of +/- 6 seconds.
 RM0440
 RM0440.The orthometric height was determined by differential leveling
 RM0440.and adjusted by the National Geodetic Survey in June 1991..
 RM0440
 RM0440.The geoid height was determined by GEOID03.
 RM0440
 RM0440.The dynamic height is computed by dividing the NAVD 88
 RM0440.geopotential number by the normal gravity value computed on the
 RM0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0440.degrees latitude (g = 980.6199 gals.).
 RM0440
 RM0440.The modeled gravity was interpolated from observed gravity values.
 RM0440
 RM0440;                    North         East    Units  Estimated Accuracy
 RM0440;SPC WI N     -   150,920.      451,810.      MT  (+/- 180 meters Scaled)
 RM0440
 RM0440                          SUPERSEDED SURVEY CONTROL
 RM0440
 RM0440.No superseded survey control is available for this station.
 RM0440
 RM0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM820510(NAD 83)
 RM0440_MARKER: DB = BENCH MARK DISK
 RM0440_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0440_SP_SET: STAINLESS STEEL ROD
 RM0440_STAMPING: J 151 1979
 RM0440_PROJECTION: FLUSH
 RM0440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0440_ROD/PIPE-DEPTH: 9.14 meters
 RM0440
 RM0440  HISTORY     - Date     Condition        Report By
 RM0440  HISTORY     - 1979     MONUMENTED       NGS
 RM0440  HISTORY     - 19920817 GOOD             USPSQD
 RM0440
 RM0440                          STATION DESCRIPTION
 RM0440
 RM0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RM0440'3.75 MI NW FROM HAWTHORNE.
 RM0440'3.5 MILES WEST ALONG COUNTY ROAD B FROM THE CHICAGO AND NORTHWESTERN
 RM0440'RAILROAD CROSSING IN HAWTHORNE, THENCE 0.25 MILE NORTH ALONG RANGE
 RM0440'LINE ROAD, AT THE NORTHEAST CORNER OF A FIELD, 31.9 FT. WEST OF THE
 RM0440'CENTERLINE OF THE ROAD, 26.0 FT. NORTH OF A POWERLINE POLE, 21.2 FT.
 RM0440'SOUTHEAST OF A 22-INCH POPLAR TREE.  DISK IS 4 INCHES BELOW GROUND,
 RM0440'ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 RM0440'THE MARK IS 1 FT  E FROM A WITNESS POST.
 RM0440'THE MARK IS 3 FT ABOVE THE ROAD.
 RM0440
 RM0440                          STATION RECOVERY (1992)
 RM0440
 RM0440'RECOVERY NOTE BY US POWER SQUADRON 1992 (LJK)
 RM0440'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RN1096 ***********************************************************************
 RN1096  DESIGNATION -  J 152
 RN1096  PID         -  RN1096
 RN1096  STATE/COUNTY-  WI/DOUGLAS
 RN1096  USGS QUAD   -  WEST DULUTH (1993)
 RN1096
 RN1096                         *CURRENT SURVEY CONTROL
 RN1096  ___________________________________________________________________
 RN1096* NAD 83(1986)-  46 43 40.     (N)    092 07 32.     (W)     SCALED    
 RN1096* NAVD 88     -       191.400  (meters)     627.95   (feet)  ADJUSTED  
 RN1096  ___________________________________________________________________
 RN1096  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 RN1096  DYNAMIC HT  -         191.426 (meters)     628.04  (feet)  COMP
 RN1096  MODELED GRAV-     980,743.0   (mgal)                       NAVD 88
 RN1096
 RN1096  VERT ORDER  -  FIRST     CLASS II
 RN1096
 RN1096.The horizontal coordinates were scaled from a topographic map and have
 RN1096.an estimated accuracy of +/- 6 seconds.
 RN1096
 RN1096.The orthometric height was determined by differential leveling
 RN1096.and adjusted by the National Geodetic Survey in June 1991..
 RN1096
 RN1096.The geoid height was determined by GEOID03.
 RN1096
 RN1096.The dynamic height is computed by dividing the NAVD 88
 RN1096.geopotential number by the normal gravity value computed on the
 RN1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN1096.degrees latitude (g = 980.6199 gals.).
 RN1096
 RN1096.The modeled gravity was interpolated from observed gravity values.
 RN1096
 RN1096;                    North         East    Units  Estimated Accuracy
 RN1096;SPC WI N     -   175,690.      437,540.      MT  (+/- 180 meters Scaled)
 RN1096
 RN1096                          SUPERSEDED SURVEY CONTROL
 RN1096
 RN1096.No superseded survey control is available for this station.
 RN1096
 RN1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM668752(NAD 83)
 RN1096_MARKER: DB = BENCH MARK DISK
 RN1096_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RN1096_SP_SET: STAINLESS STEEL ROD
 RN1096_STAMPING: J 152 1979
 RN1096_PROJECTION: FLUSH
 RN1096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN1096_ROD/PIPE-DEPTH: 9.14 meters
 RN1096
 RN1096  HISTORY     - Date     Condition        Report By
 RN1096  HISTORY     - 1979     MONUMENTED       NGS
 RN1096  HISTORY     - 1987     GOOD             USPSQD
 RN1096
 RN1096                          STATION DESCRIPTION
 RN1096
 RN1096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RN1096'0.95 MI WEST FROM SUPERIOR.
 RN1096'0.95 MILE WEST ALONG THE SOO LINE RAILROAD FROM THE UNION RAILROAD
 RN1096'STATION IN SUPERIOR, AT THE NORTHWEST CORNER OF A CHAIN LINK FENCE
 RN1096'AROUND HOLDING TANKS, 39.6 FT EAST OF THE CENTERLINE OF A ROAD LEADING
 RN1096'SOUTH, 27.7 FT SOUTH OF THE CENTERLINE OF A ROAD PARALLEL TO THE
 RN1096'TRACKS, 6.1 FT EAST OF THE FENCE CORNER, 5.0 FT SOUTH OF A POWERLINE
 RN1096'POLE, 1.4 FT NORTH OF THE FENCE.  DISK IS 4 INCHES BELOW GROUND,
 RN1096'ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 RN1096'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 RN1096
 RN1096                          STATION RECOVERY (1987)
 RN1096
 RN1096'RECOVERY NOTE BY US POWER SQUADRON 1987 (DCC)
 RN1096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO1383 ***********************************************************************
 QO1383  DESIGNATION -  J 153
 QO1383  PID         -  QO1383
 QO1383  STATE/COUNTY-  WI/ST CROIX
 QO1383  USGS QUAD   -  FOREST (1975)
 QO1383
 QO1383                         *CURRENT SURVEY CONTROL
 QO1383  ___________________________________________________________________
 QO1383* NAD 83(1986)-  45 08 06.     (N)    092 18 15.     (W)     SCALED    
 QO1383* NAVD 88     -       348.696  (meters)    1144.01   (feet)  ADJUSTED  
 QO1383  ___________________________________________________________________
 QO1383  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 QO1383  DYNAMIC HT  -         348.648 (meters)    1143.86  (feet)  COMP
 QO1383  MODELED GRAV-     980,469.0   (mgal)                       NAVD 88
 QO1383
 QO1383  VERT ORDER  -  FIRST     CLASS II
 QO1383
 QO1383.The horizontal coordinates were scaled from a topographic map and have
 QO1383.an estimated accuracy of +/- 6 seconds.
 QO1383
 QO1383.The orthometric height was determined by differential leveling
 QO1383.and adjusted by the National Geodetic Survey in June 1991..
 QO1383
 QO1383.The geoid height was determined by GEOID03.
 QO1383
 QO1383.The dynamic height is computed by dividing the NAVD 88
 QO1383.geopotential number by the normal gravity value computed on the
 QO1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1383.degrees latitude (g = 980.6199 gals.).
 QO1383
 QO1383.The modeled gravity was interpolated from observed gravity values.
 QO1383
 QO1383;                    North         East    Units  Estimated Accuracy
 QO1383;SPC WI C     -   147,210.      418,780.      MT  (+/- 180 meters Scaled)
 QO1383
 QO1383                          SUPERSEDED SURVEY CONTROL
 QO1383
 QO1383.No superseded survey control is available for this station.
 QO1383
 QO1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK547981(NAD 83)
 QO1383_MARKER: I = METAL ROD
 QO1383_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QO1383_SP_SET: STAINLESS STEEL ROD
 QO1383_STAMPING: J 153 1980
 QO1383_PROJECTION: FLUSH
 QO1383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1383+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2005
 QO1383_ROD/PIPE-DEPTH: 9.1  meters
 QO1383
 QO1383  HISTORY     - Date     Condition        Report By
 QO1383  HISTORY     - 1980     MONUMENTED       NGS
 QO1383  HISTORY     - 20051125 GOOD             USPSQD
 QO1383
 QO1383                          STATION DESCRIPTION
 QO1383
 QO1383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QO1383'15.9 KM SOUTH FROM CLEAR LAKE.
 QO1383'14.3 KM (8.85 MI) SOUTH ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 QO1383'COUNTY ROAD JJ IN CLEAR LAKE, THENCE 1.6 KM (1.0 MI) WEST ALONG STATE
 QO1383'HIGHWAY 64, APPROXIMATELY 27.3 M (90.0 FT) EAST OF HIGH VOLTAGE LINES
 QO1383'PASSING OVER THE HIGHWAY, 6.5 KM (4.05 MI) EAST OF THE JUNCTION OF
 QO1383'U.S. HIGHWAY 63 AND STATE HIGHWAY 46 NORTH, 18.0 M (59.0 FT) SOUTH OF
 QO1383'THE CENTERLINE OF THE HIGHWAY, 1.5 M (5.0 FT) SOUTH OF A POWERLINE
 QO1383'POLE, 0.3 M (1.0 FT) NORTH OF A FENCE, 30.3 M (100 FT) EAST OF THE
 QO1383'NORTHWEST CORNER FENCE POST OF A SMALL WIRE FENCE CORRAL.
 QO1383'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 QO1383'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 QO1383
 QO1383                          STATION RECOVERY (2005)
 QO1383
 QO1383'RECOVERY NOTE BY US POWER SQUADRON 2005 (DRB)
 QO1383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO1351 ***********************************************************************
 QO1351  DESIGNATION -  J 154
 QO1351  PID         -  QO1351
 QO1351  STATE/COUNTY-  WI/ST CROIX
 QO1351  USGS QUAD   -  SOMERSET SOUTH (1974)
 QO1351
 QO1351                         *CURRENT SURVEY CONTROL
 QO1351  ___________________________________________________________________
 QO1351* NAD 83(1986)-  45 01 30.     (N)    092 39 27.     (W)     SCALED    
 QO1351* NAVD 88     -       262.979  (meters)     862.79   (feet)  ADJUSTED  
 QO1351  ___________________________________________________________________
 QO1351  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 QO1351  DYNAMIC HT  -         262.955 (meters)     862.71  (feet)  COMP
 QO1351  MODELED GRAV-     980,519.9   (mgal)                       NAVD 88
 QO1351
 QO1351  VERT ORDER  -  FIRST     CLASS II
 QO1351
 QO1351.The horizontal coordinates were scaled from a topographic map and have
 QO1351.an estimated accuracy of +/- 6 seconds.
 QO1351
 QO1351.The orthometric height was determined by differential leveling
 QO1351.and adjusted by the National Geodetic Survey in June 1991..
 QO1351
 QO1351.The geoid height was determined by GEOID03.
 QO1351
 QO1351.The dynamic height is computed by dividing the NAVD 88
 QO1351.geopotential number by the normal gravity value computed on the
 QO1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1351.degrees latitude (g = 980.6199 gals.).
 QO1351
 QO1351.The modeled gravity was interpolated from observed gravity values.
 QO1351
 QO1351;                    North         East    Units  Estimated Accuracy
 QO1351;SPC WI C     -   135,840.      390,610.      MT  (+/- 180 meters Scaled)
 QO1351
 QO1351                          SUPERSEDED SURVEY CONTROL
 QO1351
 QO1351.No superseded survey control is available for this station.
 QO1351
 QO1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK269857(NAD 83)
 QO1351_MARKER: DB = BENCH MARK DISK
 QO1351_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QO1351_SP_SET: BRIDGE ABUTMENT
 QO1351_STAMPING: J 154 1980
 QO1351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1351+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2003
 QO1351
 QO1351  HISTORY     - Date     Condition        Report By
 QO1351  HISTORY     - 1980     MONUMENTED       NGS
 QO1351  HISTORY     - 20031116 GOOD             USPSQD
 QO1351
 QO1351                          STATION DESCRIPTION
 QO1351
 QO1351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QO1351'0.9 KM NE FROM BURKHARDT.
 QO1351'0.9 KM (0.55 MI) NORTHEAST ALONG COUNTY ROAD A FROM THE JUNCTION OF
 QO1351'SCOTT ROAD IN BURKHARDT, AT THE JUNCTION OF COUNTY ROAD I, IN TOP OF
 QO1351'THE NORTHWEST END OF THE EAST CONCRETE ABUTMENT OF THE BRIDGE OVER THE
 QO1351'WILLOW RIVER, 7.3 M (24.0 FT) NORTHWEST OF THE CENTERLINE OF COUNTY
 QO1351'ROAD A, 0.6 M (2.0 FT) NORTHWEST OF THE METAL HAND RAIL OF THE BRIDGE.
 QO1351'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD A.
 QO1351
 QO1351                          STATION RECOVERY (2003)
 QO1351
 QO1351'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 QO1351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0344 ***********************************************************************
 QN0344  DESIGNATION -  J 155
 QN0344  PID         -  QN0344
 QN0344  STATE/COUNTY-  WI/SAWYER
 QN0344  USGS QUAD   -  RESERVE (1971)
 QN0344
 QN0344                         *CURRENT SURVEY CONTROL
 QN0344  ___________________________________________________________________
 QN0344* NAD 83(1986)-  45 54 51.     (N)    091 29 51.     (W)     SCALED    
 QN0344* NAVD 88     -       410.084  (meters)    1345.42   (feet)  ADJUSTED  
 QN0344  ___________________________________________________________________
 QN0344  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 QN0344  DYNAMIC HT  -         410.072 (meters)    1345.38  (feet)  COMP
 QN0344  MODELED GRAV-     980,573.7   (mgal)                       NAVD 88
 QN0344
 QN0344  VERT ORDER  -  FIRST     CLASS II
 QN0344
 QN0344.The horizontal coordinates were scaled from a topographic map and have
 QN0344.an estimated accuracy of +/- 6 seconds.
 QN0344
 QN0344.The orthometric height was determined by differential leveling
 QN0344.and adjusted by the National Geodetic Survey in June 1991..
 QN0344
 QN0344.The geoid height was determined by GEOID03.
 QN0344
 QN0344.The dynamic height is computed by dividing the NAVD 88
 QN0344.geopotential number by the normal gravity value computed on the
 QN0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0344.degrees latitude (g = 980.6199 gals.).
 QN0344
 QN0344.The modeled gravity was interpolated from observed gravity values.
 QN0344
 QN0344;                    North         East    Units  Estimated Accuracy
 QN0344;SPC WI N     -    84,180.      483,830.      MT  (+/- 180 meters Scaled)
 QN0344
 QN0344                          SUPERSEDED SURVEY CONTROL
 QN0344
 QN0344.No superseded survey control is available for this station.
 QN0344
 QN0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL165856(NAD 83)
 QN0344_MARKER: I = METAL ROD
 QN0344_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QN0344_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 QN0344_STAMPING: J 155 1979
 QN0344_PROJECTION: FLUSH
 QN0344_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QN0344+STABILITY: POSITION/ELEVATION WELL
 QN0344_ROD/PIPE-DEPTH: 10.7 meters
 QN0344_SLEEVE-DEPTH  : 6.10 meters
 QN0344
 QN0344  HISTORY     - Date     Condition        Report By
 QN0344  HISTORY     - 1979     MONUMENTED       NGS
 QN0344
 QN0344                          STATION DESCRIPTION
 QN0344
 QN0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 QN0344'6.8 MI SOUTH FROM HAYWARD.
 QN0344'6.8 MILES SOUTH ALONG STATE HIGHWAY 27 FROM THE JUNCTION OF U.S.
 QN0344'HIGHWAY 63 IN HAYWARD, AT COOKS TRAILWAYS INN, AT THE JUNCTION OF
 QN0344'COUNTY ROAD K, IN THE LAWN BETWEEN THE CIRCULAR DRIVE AND THE HIGHWAY,
 QN0344'IN LINE WITH THE NORTH FACE OF THE INN, 47.5 FT. EAST OF THE
 QN0344'CENTERLINE OF THE HIGHWAY, 68.0 FT. SOUTH OF THE CENTER OF THE ROAD,
 QN0344'75.6 FT. WEST OF THE NORTHWEST CORNER OF THE INN, 64.0 FT. SOUTHWEST
 QN0344'OF A NEON SIGN POST, 83.0 FT. NORTHWEST OF THE SOUTHWEST CORNER OF THE
 QN0344'INN.  DATUM POINT IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD
 QN0344'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0218 ***********************************************************************
 RM0218  DESIGNATION -  J 16
 RM0218  PID         -  RM0218
 RM0218  STATE/COUNTY-  WI/ASHLAND
 RM0218  USGS QUAD   -  ASHLAND WEST (1975)
 RM0218
 RM0218                         *CURRENT SURVEY CONTROL
 RM0218  ___________________________________________________________________
 RM0218* NAD 83(1986)-  46 34 40.     (N)    090 54 24.     (W)     SCALED    
 RM0218* NAVD 88     -       202.985  (meters)     665.96   (feet)  ADJUSTED  
 RM0218  ___________________________________________________________________
 RM0218  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 RM0218  DYNAMIC HT  -         202.990 (meters)     665.98  (feet)  COMP
 RM0218  MODELED GRAV-     980,635.1   (mgal)                       NAVD 88
 RM0218
 RM0218  VERT ORDER  -  FIRST     CLASS II
 RM0218
 RM0218.The horizontal coordinates were scaled from a topographic map and have
 RM0218.an estimated accuracy of +/- 6 seconds.
 RM0218
 RM0218.The orthometric height was determined by differential leveling
 RM0218.and adjusted by the National Geodetic Survey in June 1991..
 RM0218
 RM0218.The geoid height was determined by GEOID03.
 RM0218
 RM0218.The dynamic height is computed by dividing the NAVD 88
 RM0218.geopotential number by the normal gravity value computed on the
 RM0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0218.degrees latitude (g = 980.6199 gals.).
 RM0218
 RM0218.The modeled gravity was interpolated from observed gravity values.
 RM0218
 RM0218;                    North         East    Units  Estimated Accuracy
 RM0218;SPC WI N     -   157,240.      530,510.      MT  (+/- 180 meters Scaled)
 RM0218
 RM0218                          SUPERSEDED SURVEY CONTROL
 RM0218
 RM0218  NGVD 29 (??/??/92)  202.995  (m)          665.99   (f) ADJ UNCH    1 2
 RM0218
 RM0218.Superseded values are not recommended for survey control.
 RM0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0218.See file dsdata.txt to determine how the superseded data were derived.
 RM0218
 RM0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM603603(NAD 83)
 RM0218_MARKER: DB = BENCH MARK DISK
 RM0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0218_STAMPING: J 16 1934
 RM0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0218+STABILITY: SURFACE MOTION
 RM0218
 RM0218  HISTORY     - Date     Condition        Report By
 RM0218  HISTORY     - 1934     MONUMENTED       CGS
 RM0218  HISTORY     - 1982     MARK NOT FOUND   NGS
 RM0218  HISTORY     - 20040507 MARK NOT FOUND   USPSQD
 RM0218
 RM0218                          STATION DESCRIPTION
 RM0218
 RM0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RM0218'AT ASHLAND.
 RM0218'AT THE WEST EDGE OF ASHLAND, ASHLAND COUNTY, ON THE NORTHERN
 RM0218'PACIFIC RAILWAY, ABOUT 1 MILE WEST OF THE CHICAGO AND NORTH
 RM0218'WESTERN RAILWAY STATION, 5 RAILS EAST OF MILEPOST 2, 2 BLOCKS
 RM0218'SOUTH OF FRONT STREET, ONE BLOCK NORTH OF U.S. HIGHWAY 2
 RM0218'(BOUNDARY STREET), AND 20 FEET NORTH OF THE TRACK.  A STANDARD
 RM0218'DISK, STAMPED J 16 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RM0218
 RM0218                          STATION RECOVERY (1982)
 RM0218
 RM0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RM0218'NOT RECOVERED.  PROBABLY TAKEN OUT BY STREET CONSTRUCTION.
 RM0218
 RM0218                          STATION RECOVERY (2004)
 RM0218
 RM0218'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 RM0218'MARK NOT FOUND. USPS JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0174 ***********************************************************************
 RM0174  DESIGNATION -  J 17
 RM0174  PID         -  RM0174
 RM0174  STATE/COUNTY-  WI/ASHLAND
 RM0174  USGS QUAD   -  MARENGO (1984)
 RM0174
 RM0174                         *CURRENT SURVEY CONTROL
 RM0174  ___________________________________________________________________
 RM0174* NAD 83(1986)-  46 23 26.     (N)    090 46 01.     (W)     SCALED    
 RM0174* NAVD 88     -       275.529  (meters)     903.96   (feet)  ADJUSTED  
 RM0174  ___________________________________________________________________
 RM0174  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 RM0174  DYNAMIC HT  -         275.535 (meters)     903.98  (feet)  COMP
 RM0174  MODELED GRAV-     980,628.4   (mgal)                       NAVD 88
 RM0174
 RM0174  VERT ORDER  -  SECOND    CLASS 0
 RM0174
 RM0174.The horizontal coordinates were scaled from a topographic map and have
 RM0174.an estimated accuracy of +/- 6 seconds.
 RM0174
 RM0174.The orthometric height was determined by differential leveling
 RM0174.and adjusted by the National Geodetic Survey in June 1991..
 RM0174
 RM0174.The geoid height was determined by GEOID03.
 RM0174
 RM0174.The dynamic height is computed by dividing the NAVD 88
 RM0174.geopotential number by the normal gravity value computed on the
 RM0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0174.degrees latitude (g = 980.6199 gals.).
 RM0174
 RM0174.The modeled gravity was interpolated from observed gravity values.
 RM0174
 RM0174;                    North         East    Units  Estimated Accuracy
 RM0174;SPC WI N     -   136,320.      541,010.      MT  (+/- 180 meters Scaled)
 RM0174
 RM0174                          SUPERSEDED SURVEY CONTROL
 RM0174
 RM0174  NGVD 29 (??/??/92)  275.542  (m)          904.01   (f) ADJ UNCH    2 0
 RM0174
 RM0174.Superseded values are not recommended for survey control.
 RM0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0174.See file dsdata.txt to determine how the superseded data were derived.
 RM0174
 RM0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM716398(NAD 83)
 RM0174_MARKER: DB = BENCH MARK DISK
 RM0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0174_STAMPING: J 17 1934
 RM0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0174+STABILITY: SURFACE MOTION
 RM0174
 RM0174  HISTORY     - Date     Condition        Report By
 RM0174  HISTORY     - 1934     MONUMENTED       CGS
 RM0174  HISTORY     - 20041207 MARK NOT FOUND   WIDT
 RM0174
 RM0174                          STATION DESCRIPTION
 RM0174
 RM0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RM0174'1.5 MI N FROM HIGH BRIDGE.
 RM0174'1.5 MILES NORTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 RM0174'MARIE RAILWAY FROM HIGH BRIDGE, ASHLAND COUNTY, 2 POLES SOUTH
 RM0174'OF MILEPOST 419, 2 RAILS SOUTHWEST OF A ROAD CROSSING, AND 20
 RM0174'FEET WEST OF THE TRACK.  A STANDARD DISK, STAMPED J 17 1934
 RM0174'AND SET IN THE TOP OF A CONCRETE POST.
 RM0174
 RM0174                          STATION RECOVERY (2004)
 RM0174
 RM0174'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 RM0174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0068 ***********************************************************************
 QM0068  DESIGNATION -  J 18
 QM0068  PID         -  QM0068
 QM0068  STATE/COUNTY-  WI/MARINETTE
 QM0068  USGS QUAD   -  CRIVITZ (1973)
 QM0068
 QM0068                         *CURRENT SURVEY CONTROL
 QM0068  ___________________________________________________________________
 QM0068* NAD 83(1986)-  45 13 49.     (N)    088 00 09.     (W)     SCALED    
 QM0068* NAVD 88     -       207.492  (meters)     680.75   (feet)  ADJUSTED  
 QM0068  ___________________________________________________________________
 QM0068  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 QM0068  DYNAMIC HT  -         207.479 (meters)     680.70  (feet)  COMP
 QM0068  MODELED GRAV-     980,550.9   (mgal)                       NAVD 88
 QM0068
 QM0068  VERT ORDER  -  SECOND    CLASS 0
 QM0068
 QM0068.The horizontal coordinates were scaled from a topographic map and have
 QM0068.an estimated accuracy of +/- 6 seconds.
 QM0068
 QM0068.The orthometric height was determined by differential leveling
 QM0068.and adjusted by the National Geodetic Survey in June 1991..
 QM0068
 QM0068.The geoid height was determined by GEOID03.
 QM0068
 QM0068.The dynamic height is computed by dividing the NAVD 88
 QM0068.geopotential number by the normal gravity value computed on the
 QM0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0068.degrees latitude (g = 980.6199 gals.).
 QM0068
 QM0068.The modeled gravity was interpolated from observed gravity values.
 QM0068
 QM0068;                    North         East    Units  Estimated Accuracy
 QM0068;SPC WI C     -   157,160.      756,840.      MT  (+/- 180 meters Scaled)
 QM0068
 QM0068                          SUPERSEDED SURVEY CONTROL
 QM0068
 QM0068  NGVD 29 (??/??/92)  207.523  (m)          680.85   (f) ADJ UNCH    2 0
 QM0068
 QM0068.Superseded values are not recommended for survey control.
 QM0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0068.See file dsdata.txt to determine how the superseded data were derived.
 QM0068
 QM0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR213090(NAD 83)
 QM0068_MARKER: DB = BENCH MARK DISK
 QM0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0068+STABILITY: SURFACE MOTION
 QM0068
 QM0068  HISTORY     - Date     Condition        Report By
 QM0068  HISTORY     - UNK      MONUMENTED       CGS
 QM0068  HISTORY     - 1934     GOOD             NGS
 QM0068  HISTORY     - 19901022 MARK NOT FOUND   USPSQD
 QM0068  HISTORY     - 20010331 MARK NOT FOUND   NGS
 QM0068  HISTORY     - 20011005 MARK NOT FOUND   USPSQD
 QM0068  HISTORY     - 20040423 MARK NOT FOUND   GEOCAC
 QM0068  HISTORY     - 20051128 MARK NOT FOUND   WIDT
 QM0068
 QM0068                          STATION DESCRIPTION
 QM0068
 QM0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QM0068'IN CRIVITZ.
 QM0068'IN CRIVITZ.  ALONG C.M.ST.P. AND P. R.R., 95 YDS. N. OF MP 248
 QM0068'AND 50 YDS. S. OF CRIVITZ STATION.  MARK IS 26 YDS. W. OF
 QM0068'CENTERLINE OF MAIN TRACK AND 2 YDS. NE. OF STREET LIGHT POLE.
 QM0068
 QM0068                          STATION RECOVERY (1990)
 QM0068
 QM0068'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEA)
 QM0068'MARK NOT FOUND.
 QM0068
 QM0068                          STATION RECOVERY (2001)
 QM0068
 QM0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QM0068'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QM0068
 QM0068                          STATION RECOVERY (2001)
 QM0068
 QM0068'RECOVERY NOTE BY US POWER SQUADRON 2001 (KS)
 QM0068'MARK NOT FOUND.
 QM0068
 QM0068                          STATION RECOVERY (2004)
 QM0068
 QM0068'RECOVERY NOTE BY GEOCACHING 2004 (RFC)
 QM0068'MARK NOT FOUND.
 QM0068
 QM0068                          STATION RECOVERY (2005)
 QM0068
 QM0068'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0068'MARK NOT FOUND.   ADD RECOVERED THE OLD STREET LIGHT POLE, BUT NO
 QM0068'EVIDENCE OF THE STATION WAS RECOVERED AS THE AREA APPEARS TO BE
 QM0068'REGRADED DUE TO THE UNDERGROUND UTILITIES IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0198 ***********************************************************************
 PM0198  DESIGNATION -  J 19
 PM0198  PID         -  PM0198
 PM0198  STATE/COUNTY-  WI/OCONTO
 PM0198  USGS QUAD   -  OCONTO WEST (1974)
 PM0198
 PM0198                         *CURRENT SURVEY CONTROL
 PM0198  ___________________________________________________________________
 PM0198* NAD 83(1986)-  44 53 31.     (N)    087 53 59.     (W)     SCALED    
 PM0198* NAVD 88     -       182.340  (meters)     598.23   (feet)  ADJUSTED  
 PM0198  ___________________________________________________________________
 PM0198  GEOID HEIGHT-         -36.48  (meters)                     GEOID03
 PM0198  DYNAMIC HT  -         182.323 (meters)     598.17  (feet)  COMP
 PM0198  MODELED GRAV-     980,520.2   (mgal)                       NAVD 88
 PM0198
 PM0198  VERT ORDER  -  SECOND    CLASS 0
 PM0198
 PM0198.The horizontal coordinates were scaled from a topographic map and have
 PM0198.an estimated accuracy of +/- 6 seconds.
 PM0198
 PM0198.The orthometric height was determined by differential leveling
 PM0198.and adjusted by the National Geodetic Survey in June 1991..
 PM0198
 PM0198.The geoid height was determined by GEOID03.
 PM0198
 PM0198.The dynamic height is computed by dividing the NAVD 88
 PM0198.geopotential number by the normal gravity value computed on the
 PM0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0198.degrees latitude (g = 980.6199 gals.).
 PM0198
 PM0198.The modeled gravity was interpolated from observed gravity values.
 PM0198
 PM0198;                    North         East    Units  Estimated Accuracy
 PM0198;SPC WI C     -   119,780.      765,880.      MT  (+/- 180 meters Scaled)
 PM0198
 PM0198                          SUPERSEDED SURVEY CONTROL
 PM0198
 PM0198  NGVD 29 (??/??/92)  182.386  (m)          598.38   (f) ADJ UNCH    2 0
 PM0198
 PM0198.Superseded values are not recommended for survey control.
 PM0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0198.See file dsdata.txt to determine how the superseded data were derived.
 PM0198
 PM0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ289713(NAD 83)
 PM0198_MARKER: DB = BENCH MARK DISK
 PM0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PM0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0198+STABILITY: SURFACE MOTION
 PM0198
 PM0198  HISTORY     - Date     Condition        Report By
 PM0198  HISTORY     - UNK      MONUMENTED       CGS
 PM0198  HISTORY     - 1934     GOOD             NGS
 PM0198  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 PM0198  HISTORY     - 20051207 MARK NOT FOUND   WIDT
 PM0198
 PM0198                          STATION DESCRIPTION
 PM0198
 PM0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PM0198'1.1 MI W FROM OCONTO.
 PM0198'1.1 MILES W. OF OCONTO STATION, ALONG CLINTONVILLE BRANCH OF
 PM0198'CHICAGO AND NORTH-WESTERN RY., AT WISCONSIN HIGHWAY 22 CROSSING.
 PM0198'MARK IS AT FENCE 19 YDS. S. OF CENTERLINE OF TRACK, 20 YDS.
 PM0198'E. OF JOG IN FENCE AND 135 YDS. E. OF CENTERLINE OF CROSSING.
 PM0198
 PM0198                          STATION RECOVERY (1990)
 PM0198
 PM0198'RECOVERY NOTE BY US POWER SQUADRON 1990 (WFC)
 PM0198'MARK NOT FOUND.
 PM0198
 PM0198                          STATION RECOVERY (2005)
 PM0198
 PM0198'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0198'MARK NOT FOUND. -ADD THIS POSITION FALLS IN THE RIGHT OF WAY OF STATE
 PM0198'HIGHWAY 22. THE AREA APPEARS TO HAVE BEEN DITCHED DURING ROAD
 PM0198'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0182 ***********************************************************************
 PM0182  DESIGNATION -  J 20
 PM0182  PID         -  PM0182
 PM0182  STATE/COUNTY-  WI/KEWAUNEE
 PM0182  USGS QUAD   -  CASCO (1978)
 PM0182
 PM0182                         *CURRENT SURVEY CONTROL
 PM0182  ___________________________________________________________________
 PM0182* NAD 83(1986)-  44 36 10.     (N)    087 30 46.     (W)     SCALED    
 PM0182* NAVD 88     -       205.873  (meters)     675.43   (feet)  ADJUSTED  
 PM0182  ___________________________________________________________________
 PM0182  GEOID HEIGHT-         -36.36  (meters)                     GEOID03
 PM0182  DYNAMIC HT  -         205.849 (meters)     675.36  (feet)  COMP
 PM0182  MODELED GRAV-     980,496.0   (mgal)                       NAVD 88
 PM0182
 PM0182  VERT ORDER  -  FIRST     CLASS II
 PM0182
 PM0182.The horizontal coordinates were scaled from a topographic map and have
 PM0182.an estimated accuracy of +/- 6 seconds.
 PM0182
 PM0182.The orthometric height was determined by differential leveling
 PM0182.and adjusted by the National Geodetic Survey in June 1991..
 PM0182
 PM0182.The geoid height was determined by GEOID03.
 PM0182
 PM0182.The dynamic height is computed by dividing the NAVD 88
 PM0182.geopotential number by the normal gravity value computed on the
 PM0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0182.degrees latitude (g = 980.6199 gals.).
 PM0182
 PM0182.The modeled gravity was interpolated from observed gravity values.
 PM0182
 PM0182;                    North         East    Units  Estimated Accuracy
 PM0182;SPC WI C     -    88,520.      797,420.      MT  (+/- 180 meters Scaled)
 PM0182
 PM0182                          SUPERSEDED SURVEY CONTROL
 PM0182
 PM0182  NGVD 29 (??/??/92)  205.907  (m)          675.55   (f) ADJ UNCH    1 2
 PM0182
 PM0182.Superseded values are not recommended for survey control.
 PM0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0182.See file dsdata.txt to determine how the superseded data were derived.
 PM0182
 PM0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ593389(NAD 83)
 PM0182_MARKER: DB = BENCH MARK DISK
 PM0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PM0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0182+STABILITY: SURFACE MOTION
 PM0182
 PM0182  HISTORY     - Date     Condition        Report By
 PM0182  HISTORY     - UNK      MONUMENTED       CGS
 PM0182  HISTORY     - 1934     GOOD             NGS
 PM0182  HISTORY     - 20030525 MARK NOT FOUND   USPSQD
 PM0182  HISTORY     - 20050720 MARK NOT FOUND   WIDT
 PM0182
 PM0182                          STATION DESCRIPTION
 PM0182
 PM0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PM0182'2 MI NE FROM RIO CREEK.
 PM0182'2 MILES NE OF RIO CREEK MILE POST 32.  35 FT. EAST OF CENTERLINE
 PM0182'OF G. B. AND W. R.R. 30 FT. SOUTH OF FARM CROSSING.  210 FT
 PM0182'WEST OF COUNTY ROAD.
 PM0182
 PM0182                          STATION RECOVERY (2003)
 PM0182
 PM0182'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0182'NOT FOUND.  STATION INACCESSABLE - UNDER WATER.  NO WITNESS POST
 PM0182'OBSERVED.  NOTE-- TAKE CTH D NORTH 0.3 MILE FROM HIGHWAY 54, TURN LEFT
 PM0182'(WEST) ON LINCOLN ROAD AND GO 0.5 MILE TO THE SNOWMOBILE TRAIL
 PM0182'CROSSING.
 PM0182
 PM0182                          STATION RECOVERY (2005)
 PM0182
 PM0182'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0182'NOT FOUND.  ADD--THE DIMENSIONS FROM THE ORIGINAL DESCRIPTION LEAD TO
 PM0182'A SATURATED WETLAND AREA, AND NO ADDITIONAL EVIDENCE OF THE STATION
 PM0182'WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0562 ***********************************************************************
 RM0562  DESIGNATION -  J 208
 RM0562  PID         -  RM0562
 RM0562  STATE/COUNTY-  WI/ASHLAND
 RM0562  USGS QUAD   -  ASHLAND WEST (1975)
 RM0562
 RM0562                         *CURRENT SURVEY CONTROL
 RM0562  ___________________________________________________________________
 RM0562* NAD 83(1986)-  46 35 19.     (N)    090 53 24.     (W)     SCALED    
 RM0562* NAVD 88     -       198.033  (meters)     649.71   (feet)  ADJUSTED  
 RM0562  ___________________________________________________________________
 RM0562  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 RM0562  DYNAMIC HT  -         198.037 (meters)     649.73  (feet)  COMP
 RM0562  MODELED GRAV-     980,634.5   (mgal)                       NAVD 88
 RM0562
 RM0562  VERT ORDER  -  FIRST     CLASS II
 RM0562
 RM0562.The horizontal coordinates were scaled from a topographic map and have
 RM0562.an estimated accuracy of +/- 6 seconds.
 RM0562
 RM0562.The orthometric height was determined by differential leveling
 RM0562.and adjusted by the National Geodetic Survey in June 1991..
 RM0562
 RM0562.The geoid height was determined by GEOID03.
 RM0562
 RM0562.The dynamic height is computed by dividing the NAVD 88
 RM0562.geopotential number by the normal gravity value computed on the
 RM0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0562.degrees latitude (g = 980.6199 gals.).
 RM0562
 RM0562.The modeled gravity was interpolated from observed gravity values.
 RM0562
 RM0562;                    North         East    Units  Estimated Accuracy
 RM0562;SPC WI N     -   158,430.      531,800.      MT  (+/- 180 meters Scaled)
 RM0562
 RM0562                          SUPERSEDED SURVEY CONTROL
 RM0562
 RM0562.No superseded survey control is available for this station.
 RM0562
 RM0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM616616(NAD 83)
 RM0562_MARKER: I = METAL ROD
 RM0562_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RM0562_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RM0562_STAMPING: J 208 1982
 RM0562_MARK LOGO: NGS   
 RM0562_PROJECTION: RECESSED 3 CENTIMETERS
 RM0562_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RM0562+STABILITY: POSITION/ELEVATION WELL
 RM0562_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0562+SATELLITE: SATELLITE OBSERVATIONS - December 21, 2003
 RM0562_ROD/PIPE-DEPTH: 15.8 meters
 RM0562_SLEEVE-DEPTH  : 6.0 meters
 RM0562
 RM0562  HISTORY     - Date     Condition        Report By
 RM0562  HISTORY     - 1982     MONUMENTED       NGS
 RM0562  HISTORY     - 19970626 GOOD             USPSQD
 RM0562  HISTORY     - 20020617 GOOD             USPSQD
 RM0562  HISTORY     - 20031221 GOOD             USPSQD
 RM0562
 RM0562                          STATION DESCRIPTION
 RM0562
 RM0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0562'IN ASHLAND.
 RM0562'SET IN THE LAWN AND BY THE FLAG POLE AT THE U.S. POST OFFICE AT
 RM0562'ASHLAND THAT IS LOCATED AT THE INTERSECTION OF SECOND STREET AND
 RM0562'CHAPPEL AVENUE, 6.0 METERS (20.0 FT) NORTHWEST OF THE NORTHWEST CURB
 RM0562'OF SECOND STREET, 12.1 METERS (40.0 FT) NORTHEAST OF THE NORTHEAST
 RM0562'CURB OF CHAPPLE AVENUE, 23.1 METERS (76.0 FT) SOUTHWEST OF THE CENTER
 RM0562'OF TWO DOORS AT THE MAIN ENTRANCE TO THE POST OFFICE, 7.7 METERS
 RM0562'(25.5 FT) SOUTHWEST OF THE SOUTH-SOUTHWEST CORNER OF THE POST OFFICE
 RM0562'BUILDING, 3.2 METERS (10.5 FT) EAST-NORTHEAST OF THE FLAG POLE.
 RM0562'THE MARK IS 0.3 M ABOVE STREET.
 RM0562
 RM0562                          STATION RECOVERY (1997)
 RM0562
 RM0562'RECOVERY NOTE BY US POWER SQUADRON 1997
 RM0562'RECOVERED IN GOOD CONDITION.
 RM0562
 RM0562                          STATION RECOVERY (2002)
 RM0562
 RM0562'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0562'RECOVERED IN GOOD CONDITION.
 RM0562
 RM0562                          STATION RECOVERY (2003)
 RM0562
 RM0562'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0562'STATION RECOVERED IN GOOD CONDITION.  NOTE-- SECOND STREET IS NOW
 RM0562'LABELED MAIN STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0505 ***********************************************************************
 RM0505  DESIGNATION -  J 209
 RM0505  PID         -  RM0505
 RM0505  STATE/COUNTY-  WI/DOUGLAS
 RM0505  USGS QUAD   -  LAKE NEBAGAMON (1975)
 RM0505
 RM0505                         *CURRENT SURVEY CONTROL
 RM0505  ___________________________________________________________________
 RM0505* NAD 83(1986)-  46 35 09.     (N)    091 44 30.     (W)     SCALED    
 RM0505* NAVD 88     -       314.773  (meters)    1032.72   (feet)  ADJUSTED  
 RM0505  ___________________________________________________________________
 RM0505  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 RM0505  DYNAMIC HT  -         314.807 (meters)    1032.83  (feet)  COMP
 RM0505  MODELED GRAV-     980,713.7   (mgal)                       NAVD 88
 RM0505
 RM0505  VERT ORDER  -  FIRST     CLASS II
 RM0505
 RM0505.The horizontal coordinates were scaled from a topographic map and have
 RM0505.an estimated accuracy of +/- 6 seconds.
 RM0505
 RM0505.The orthometric height was determined by differential leveling
 RM0505.and adjusted by the National Geodetic Survey in June 1991..
 RM0505
 RM0505.The geoid height was determined by GEOID03.
 RM0505
 RM0505.The dynamic height is computed by dividing the NAVD 88
 RM0505.geopotential number by the normal gravity value computed on the
 RM0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0505.degrees latitude (g = 980.6199 gals.).
 RM0505
 RM0505.The modeled gravity was interpolated from observed gravity values.
 RM0505
 RM0505;                    North         East    Units  Estimated Accuracy
 RM0505;SPC WI N     -   159,200.      466,530.      MT  (+/- 180 meters Scaled)
 RM0505
 RM0505                          SUPERSEDED SURVEY CONTROL
 RM0505
 RM0505.No superseded survey control is available for this station.
 RM0505
 RM0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM964599(NAD 83)
 RM0505_MARKER: I = METAL ROD
 RM0505_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0505_SP_SET: STAINLESS STEEL ROD
 RM0505_STAMPING: J 209 1982
 RM0505_MARK LOGO: NGS   
 RM0505_PROJECTION: FLUSH
 RM0505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0505_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0505+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2004
 RM0505_ROD/PIPE-DEPTH: 6.0  meters
 RM0505
 RM0505  HISTORY     - Date     Condition        Report By
 RM0505  HISTORY     - 1982     MONUMENTED       NGS
 RM0505  HISTORY     - 20031030 GOOD             USPSQD
 RM0505  HISTORY     - 20041127 GOOD             USPSQD
 RM0505
 RM0505                          STATION DESCRIPTION
 RM0505
 RM0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0505'1.8 KM (1.1 MI) WEST FROM MAPLE.
 RM0505'1.8 KM (1.1 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF COUNTY
 RM0505'ROAD F IN MAPLE, SET IN THE SIDE YARD OF A HOUSE AT A ROAD JUNCTION,
 RM0505'31.3 METERS (103.0 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE
 RM0505'HIGHWAY, 13.1 METERS (43.0 FT) EAST-NORTHEAST OF THE CENTER OF A
 RM0505'GRAVEL ROAD (MIDWAY ROAD), 4.1 METERS (13.5 FT) WEST-NORTHWEST OF THE
 RM0505'NORTHWEST CORNER OF A 2 STALL GARAGE, 0.6 METER (2.0 FT)
 RM0505'WEST-SOUTHWEST OF A POWERLINE POLE, AND 5.4 METERS (18.0 FT)
 RM0505'SOUTH-SOUTHEAST OF A TREE WITH THREE TRUNKS.
 RM0505'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 RM0505
 RM0505                          STATION RECOVERY (2003)
 RM0505
 RM0505'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0505'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 36 FEET SOUTH
 RM0505'OF TELEPHONE JUNCTION BOX NUMBERED --MP-D-12--.  NOTE-- THE TREE WITH
 RM0505'THREE TRUNKS HAS BEEN CUT DOWN BUT THE STUMP REPAINS.
 RM0505
 RM0505                          STATION RECOVERY (2004)
 RM0505
 RM0505'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0245 ***********************************************************************
 QL0245  DESIGNATION -  J 21
 QL0245  PID         -  QL0245
 QL0245  STATE/COUNTY-  WI/DOOR
 QL0245  USGS QUAD   -  EGG HARBOR (1982)
 QL0245
 QL0245                         *CURRENT SURVEY CONTROL
 QL0245  ___________________________________________________________________
 QL0245* NAD 83(1986)-  45 02 52.     (N)    087 16 40.     (W)     SCALED    
 QL0245* NAVD 88     -       194.031  (meters)     636.58   (feet)  ADJUSTED  
 QL0245  ___________________________________________________________________
 QL0245  GEOID HEIGHT-         -37.03  (meters)                     GEOID03
 QL0245  DYNAMIC HT  -         194.013 (meters)     636.52  (feet)  COMP
 QL0245  MODELED GRAV-     980,519.7   (mgal)                       NAVD 88
 QL0245
 QL0245  VERT ORDER  -  FIRST     CLASS II
 QL0245
 QL0245.The horizontal coordinates were scaled from a topographic map and have
 QL0245.an estimated accuracy of +/- 6 seconds.
 QL0245
 QL0245.The orthometric height was determined by differential leveling
 QL0245.and adjusted by the National Geodetic Survey in June 1991..
 QL0245
 QL0245.The geoid height was determined by GEOID03.
 QL0245
 QL0245.The dynamic height is computed by dividing the NAVD 88
 QL0245.geopotential number by the normal gravity value computed on the
 QL0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0245.degrees latitude (g = 980.6199 gals.).
 QL0245
 QL0245.The modeled gravity was interpolated from observed gravity values.
 QL0245
 QL0245;                    North         East    Units  Estimated Accuracy
 QL0245;SPC WI C     -   138,540.      814,410.      MT  (+/- 180 meters Scaled)
 QL0245
 QL0245                          SUPERSEDED SURVEY CONTROL
 QL0245
 QL0245  NGVD 29 (??/??/92)  194.056  (m)          636.67   (f) ADJ UNCH    1 2
 QL0245
 QL0245.Superseded values are not recommended for survey control.
 QL0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0245.See file dsdata.txt to determine how the superseded data were derived.
 QL0245
 QL0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ781882(NAD 83)
 QL0245_MARKER: DB = BENCH MARK DISK
 QL0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0245_STAMPING: J 21 1934
 QL0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0245+STABILITY: SURFACE MOTION
 QL0245
 QL0245  HISTORY     - Date     Condition        Report By
 QL0245  HISTORY     - 1934     MONUMENTED       CGS
 QL0245  HISTORY     - 1958     MARK NOT FOUND   NGS
 QL0245  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 QL0245  HISTORY     - 20050729 MARK NOT FOUND   WIDT
 QL0245
 QL0245                          STATION DESCRIPTION
 QL0245
 QL0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QL0245'AT EGG HARBOR.
 QL0245'AT EGG HARBOR, DOOR COUNTY, 95 FEET EAST OF THE POST OFFICE, 200
 QL0245'FEET NORTH OF THE JUNCTION OF STATE HIGHWAY 42 AND COUNTY
 QL0245'HIGHWAY G, 60 FEET NORTH OF THE J.F. BERTSCHINGER LUMBER OFFICE,
 QL0245'25 FEET EAST OF STATE HIGHWAY 42, AND 1 FOOT NORTHEAST OF A
 QL0245'POWER-TRANSMISSION LINE POLE.  A STANDARD DISK, STAMPED J 21 1934
 QL0245'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- MEASUREMENTS
 QL0245'WOULD PLACE BENCH MARK UNDER A SIDEWALK.  NOBODY REMEMBERS
 QL0245'ANYTHING ABOUT WHEN THE WALK WAS LAID IN THE STORE.
 QL0245
 QL0245                          STATION RECOVERY (1984)
 QL0245
 QL0245'RECOVERY NOTE BY US POWER SQUADRON 1984
 QL0245'MARK NOT FOUND.
 QL0245
 QL0245                          STATION RECOVERY (2005)
 QL0245
 QL0245'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QL0245'NOT FOUND.  ADD--DIMENSIONS LEAD TO AN AREA IN EGG HARBOR THAT HAS
 QL0245'BEEN COMPLETELY RECONSTRUCTED SINCE 1934 WHEN THE MONUMENT WAS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0531 ***********************************************************************
 RM0531  DESIGNATION -  J 210
 RM0531  PID         -  RM0531
 RM0531  STATE/COUNTY-  WI/BAYFIELD
 RM0531  USGS QUAD   -  HART LAKE (1984)
 RM0531
 RM0531                         *CURRENT SURVEY CONTROL
 RM0531  ___________________________________________________________________
 RM0531* NAD 83(1986)-  46 33 54.     (N)    091 21 53.     (W)     SCALED    
 RM0531* NAVD 88     -       359.930  (meters)    1180.87   (feet)  ADJUSTED  
 RM0531  ___________________________________________________________________
 RM0531  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 RM0531  DYNAMIC HT  -         359.945 (meters)    1180.92  (feet)  COMP
 RM0531  MODELED GRAV-     980,644.1   (mgal)                       NAVD 88
 RM0531
 RM0531  VERT ORDER  -  FIRST     CLASS II
 RM0531
 RM0531.The horizontal coordinates were scaled from a topographic map and have
 RM0531.an estimated accuracy of +/- 6 seconds.
 RM0531
 RM0531.The orthometric height was determined by differential leveling
 RM0531.and adjusted by the National Geodetic Survey in June 1991..
 RM0531
 RM0531.The geoid height was determined by GEOID03.
 RM0531
 RM0531.The dynamic height is computed by dividing the NAVD 88
 RM0531.geopotential number by the normal gravity value computed on the
 RM0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0531.degrees latitude (g = 980.6199 gals.).
 RM0531
 RM0531.The modeled gravity was interpolated from observed gravity values.
 RM0531
 RM0531;                    North         East    Units  Estimated Accuracy
 RM0531;SPC WI N     -   156,320.      495,370.      MT  (+/- 180 meters Scaled)
 RM0531
 RM0531                          SUPERSEDED SURVEY CONTROL
 RM0531
 RM0531.No superseded survey control is available for this station.
 RM0531
 RM0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM253581(NAD 83)
 RM0531_MARKER: I = METAL ROD
 RM0531_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0531_SP_SET: STAINLESS STEEL ROD
 RM0531_STAMPING: J 210 1982
 RM0531_MARK LOGO: NGS   
 RM0531_PROJECTION: FLUSH
 RM0531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0531_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0531+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2004
 RM0531_ROD/PIPE-DEPTH: 14.4 meters
 RM0531
 RM0531  HISTORY     - Date     Condition        Report By
 RM0531  HISTORY     - 1982     MONUMENTED       NGS
 RM0531  HISTORY     - 19910515 GOOD             USPSQD
 RM0531  HISTORY     - 20041128 GOOD             USPSQD
 RM0531
 RM0531                          STATION DESCRIPTION
 RM0531
 RM0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0531'4.1 KM (2.55 MI) EAST FROM IRON RIVER.
 RM0531'4.1 KM (2.55 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF MAIN
 RM0531'STREET IN IRON RIVER, SET AT A ROAD JUNCTION, 30.1 METERS (99.0 FT)
 RM0531'NORTH OF THE CENTERLINE OF THE HIGHWAY, 11.4 METERS (37.5 FT) WEST OF
 RM0531'THE CENTERLINE OF A BLACKTOP ROAD (LONG LAKE ROAD), 20.8 METERS (68.5
 RM0531'FT) WEST-SOUTHWEST OF A TELEPHONE JUNCTION BOX NUMBER B 14, 2.5 METERS
 RM0531'(8.5 FT) WEST-SOUTHWEST OF A WOODEN RIGHT OF WAY MARKER, NOTE, THE ROD
 RM0531'DRIVEN TO REFUSAL.
 RM0531'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 RM0531'THE MARK IS 0.3 M ABOVE HIGHWAY.
 RM0531
 RM0531                          STATION RECOVERY (1991)
 RM0531
 RM0531'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJK)
 RM0531'RECOVERED IN GOOD CONDITION.
 RM0531
 RM0531                          STATION RECOVERY (2004)
 RM0531
 RM0531'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0531'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 14.1 FEET SOUTHWEST
 RM0531'OF A LIGHT POLE WITH LIGHT ATTACHED AND 1 GUY WIRE, AND 4 FEET WEST OF
 RM0531'AN UN-NUMBERED GREEN TELEPHONE JUNCTION BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0460 ***********************************************************************
 RM0460  DESIGNATION -  J 211
 RM0460  PID         -  RM0460
 RM0460  STATE/COUNTY-  WI/IRON
 RM0460  USGS QUAD   -  IRONWOOD (1981)
 RM0460
 RM0460                         *CURRENT SURVEY CONTROL
 RM0460  ___________________________________________________________________
 RM0460* NAD 83(1986)-  46 22 37.     (N)    090 09 19.     (W)     SCALED    
 RM0460* NAVD 88     -       478.802  (meters)    1570.87   (feet)  ADJUSTED  
 RM0460  ___________________________________________________________________
 RM0460  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 RM0460  DYNAMIC HT  -         478.804 (meters)    1570.88  (feet)  COMP
 RM0460  MODELED GRAV-     980,602.9   (mgal)                       NAVD 88
 RM0460
 RM0460  VERT ORDER  -  FIRST     CLASS II
 RM0460
 RM0460.The horizontal coordinates were scaled from a topographic map and have
 RM0460.an estimated accuracy of +/- 6 seconds.
 RM0460
 RM0460.The orthometric height was determined by differential leveling
 RM0460.and adjusted by the National Geodetic Survey in June 1991..
 RM0460
 RM0460.The geoid height was determined by GEOID03.
 RM0460
 RM0460.The dynamic height is computed by dividing the NAVD 88
 RM0460.geopotential number by the normal gravity value computed on the
 RM0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0460.degrees latitude (g = 980.6199 gals.).
 RM0460
 RM0460.The modeled gravity was interpolated from observed gravity values.
 RM0460
 RM0460;                    North         East    Units  Estimated Accuracy
 RM0460;SPC WI N     -   134,530.      588,050.      MT  (+/- 180 meters Scaled)
 RM0460
 RM0460                          SUPERSEDED SURVEY CONTROL
 RM0460
 RM0460.No superseded survey control is available for this station.
 RM0460
 RM0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM187398(NAD 83)
 RM0460_MARKER: DB = BENCH MARK DISK
 RM0460_SETTING: 66 = SET IN ROCK OUTCROP
 RM0460_SP_SET: ROCK OUTCROP
 RM0460_STAMPING: J 211 1982
 RM0460_MARK LOGO: NGS   
 RM0460_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RM0460+STABILITY: POSITION/ELEVATION WELL
 RM0460_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0460+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 RM0460
 RM0460  HISTORY     - Date     Condition        Report By
 RM0460  HISTORY     - 1982     MONUMENTED       NGS
 RM0460  HISTORY     - 1990     GOOD             USPSQD
 RM0460  HISTORY     - 20030502 GOOD             USPSQD
 RM0460  HISTORY     - 20041124 GOOD             USPSQD
 RM0460  HISTORY     - 20050901 GOOD             WIDT
 RM0460
 RM0460                          STATION DESCRIPTION
 RM0460
 RM0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0460'9.2 KM (5.7 MI) SOUTH FROM HURLEY.
 RM0460'9.2 KM(5.7 MI) SOUTH ALONG U.S. HIGHWAY 51 FROM THE JUNCTION OF STATE
 RM0460'HIGHWAY 77 IN HURLEY, SET HORIZONTALLY IN ROCK OUTCROP ALONG A CURVE
 RM0460'IN THE HIGHWAY, 13.7 METERS (45.0 FT) WEST OF THE CENTERLINE OF THE
 RM0460'HIGHWAY, AND 22.3 METERS (73.0 FT) NORTHEAST OF A POWERLINE POLE WITH
 RM0460'A TELEPHONE JUNCTION BOX BESIDE IT.
 RM0460'THE MARK IS 0.1 M ABOVE HIGHWAY.
 RM0460
 RM0460                          STATION RECOVERY (1990)
 RM0460
 RM0460'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 RM0460'RECOVERED IN GOOD CONDITION.
 RM0460
 RM0460                          STATION RECOVERY (2003)
 RM0460
 RM0460'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0460'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 0.05 MILE
 RM0460'SOUTH OF KOEHMSTELT ROAD AND CENTER DRIVE, 138 FEET SOUTH OF A
 RM0460'GALVANIZED CULVERT, AND SOUTHWEST ACROSS HIGHWAY 51 FROM A HIGHTENSION
 RM0460'POWER TOWER.
 RM0460
 RM0460                          STATION RECOVERY (2004)
 RM0460
 RM0460'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0460'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ACROSS THE HIGHWAY
 RM0460'FROM THE SECOND --CURVE TO LEFT ARROW-- SIGN FROM THE SOUTH.
 RM0460
 RM0460                          STATION RECOVERY (2005)
 RM0460
 RM0460'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RM0460'RECOVERED IN GOOD CONDITION. --ADD-THE STATION IS 2.1 M EAST OF AN
 RM0460'ORANGE FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL1422 ***********************************************************************
 RL1422  DESIGNATION -  J 212
 RL1422  PID         -  RL1422
 RL1422  STATE/COUNTY-  WI/IRON
 RL1422  USGS QUAD   -  WINCHESTER (1981)
 RL1422
 RL1422                         *CURRENT SURVEY CONTROL
 RL1422  ___________________________________________________________________
 RL1422* NAD 83(1986)-  46 08 26.     (N)    089 58 17.     (W)     SCALED    
 RL1422* NAVD 88     -       490.166  (meters)    1608.15   (feet)  ADJUSTED  
 RL1422  ___________________________________________________________________
 RL1422  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 RL1422  DYNAMIC HT  -         490.162 (meters)    1608.14  (feet)  COMP
 RL1422  MODELED GRAV-     980,591.1   (mgal)                       NAVD 88
 RL1422
 RL1422  VERT ORDER  -  FIRST     CLASS II
 RL1422
 RL1422.The horizontal coordinates were scaled from a topographic map and have
 RL1422.an estimated accuracy of +/- 6 seconds.
 RL1422
 RL1422.The orthometric height was determined by differential leveling
 RL1422.and adjusted by the National Geodetic Survey in June 1991..
 RL1422
 RL1422.The geoid height was determined by GEOID03.
 RL1422
 RL1422.The dynamic height is computed by dividing the NAVD 88
 RL1422.geopotential number by the normal gravity value computed on the
 RL1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1422.degrees latitude (g = 980.6199 gals.).
 RL1422
 RL1422.The modeled gravity was interpolated from observed gravity values.
 RL1422
 RL1422;                    North         East    Units  Estimated Accuracy
 RL1422;SPC WI N     -   108,240.      602,210.      MT  (+/- 180 meters Scaled)
 RL1422
 RL1422                          SUPERSEDED SURVEY CONTROL
 RL1422
 RL1422.No superseded survey control is available for this station.
 RL1422
 RL1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS705139(NAD 83)
 RL1422_MARKER: I = METAL ROD
 RL1422_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RL1422_SP_SET: STAINLESS STEEL ROD
 RL1422_STAMPING: J 212 1982
 RL1422_MARK LOGO: NGS   
 RL1422_PROJECTION: FLUSH
 RL1422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1422_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1422+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2005
 RL1422_ROD/PIPE-DEPTH: 14.6 meters
 RL1422
 RL1422  HISTORY     - Date     Condition        Report By
 RL1422  HISTORY     - 1982     MONUMENTED       NGS
 RL1422  HISTORY     - 20030426 GOOD             USPSQD
 RL1422  HISTORY     - 20040904 GOOD             USPSQD
 RL1422  HISTORY     - 20050913 GOOD             WIDT
 RL1422
 RL1422                          STATION DESCRIPTION
 RL1422
 RL1422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RL1422'9.3 KM (5.8 MI) SOUTH FROM MERCER.
 RL1422'9.3 KM (5.8 MI) SOUTH ALONG U.S. HIGHWAY 51 FROM THE JUNCTION OF STATE
 RL1422'ROUTE J LEADING EAST IN MERCER, TO THE MARK SET AT A COUNTY ROAD
 RL1422'LEADING NORTH, 37.2 METERS (122.0 FT) WEST OF THE CENTER OF COUNTY
 RL1422'ROAD LEADING NORTH, 28.0 METERS (92.0 FT) WEST-NORTHWEST OF POWERLINE
 RL1422'POLE NUMBER 2411, 17.0 METERS (56.2 FT) NORTH OF THE CENTERLINE OF THE
 RL1422'HIGHWAY, AND 0.4 METER (1.5 FT) EAST OF A POWERLINE POLE.
 RL1422'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 RL1422'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 RL1422
 RL1422                          STATION RECOVERY (2003)
 RL1422
 RL1422'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RL1422'RECOVERED IN GOOD CONDITION.  THE STATION IS ALONG HIGHWAY 51, 5.7
 RL1422'MILES SOUTH OF CTH J IN MERCER, 0.4 MILE NORTH OF A WAYSIDE ENTRANCE
 RL1422'TO THE MARK SET AT PLUNKETT ROAD.
 RL1422' 
 RL1422'IT IS ACROSS HWY 51 FROM A 'NO PASSING ZONE' SIGN, 92 FEET W-NW OF
 RL1422'POWERLINE POLE NO. 11-13/89, 77 FEET WEST OF 'NORTH WOODS SHOOTING
 RL1422'RANGE' SIGN, 35 FEET WEST OF TWO YELLOW POSTS MARKING A GAS PIPELINE
 RL1422'CAP.  TREES TO THE NORTH OBSTRUCT THE HORIZON ABOVE 15 DEGREES.
 RL1422
 RL1422                          STATION RECOVERY (2004)
 RL1422
 RL1422'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RL1422'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 1.5 FEET EAST OF
 RL1422'POLE NUMBERED --11-13/89--.
 RL1422
 RL1422                          STATION RECOVERY (2005)
 RL1422
 RL1422'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1422'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0559 ***********************************************************************
 RM0559  DESIGNATION -  J 213
 RM0559  PID         -  RM0559
 RM0559  STATE/COUNTY-  WI/BAYFIELD
 RM0559  USGS QUAD   -  ASHLAND WEST (1975)
 RM0559
 RM0559                         *CURRENT SURVEY CONTROL
 RM0559  ___________________________________________________________________
 RM0559* NAD 83(1986)-  46 34 59.     (N)    090 55 09.     (W)     SCALED    
 RM0559* NAVD 88     -       184.293  (meters)     604.63   (feet)  ADJUSTED  
 RM0559  ___________________________________________________________________
 RM0559  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 RM0559  DYNAMIC HT  -         184.297 (meters)     604.65  (feet)  COMP
 RM0559  MODELED GRAV-     980,635.6   (mgal)                       NAVD 88
 RM0559
 RM0559  VERT ORDER  -  FIRST     CLASS II
 RM0559
 RM0559.The horizontal coordinates were scaled from a topographic map and have
 RM0559.an estimated accuracy of +/- 6 seconds.
 RM0559
 RM0559.The orthometric height was determined by differential leveling
 RM0559.and adjusted by the National Geodetic Survey in June 1991..
 RM0559
 RM0559.The geoid height was determined by GEOID03.
 RM0559
 RM0559.The dynamic height is computed by dividing the NAVD 88
 RM0559.geopotential number by the normal gravity value computed on the
 RM0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0559.degrees latitude (g = 980.6199 gals.).
 RM0559
 RM0559.The modeled gravity was interpolated from observed gravity values.
 RM0559
 RM0559;                    North         East    Units  Estimated Accuracy
 RM0559;SPC WI N     -   157,840.      529,550.      MT  (+/- 180 meters Scaled)
 RM0559
 RM0559                          SUPERSEDED SURVEY CONTROL
 RM0559
 RM0559.No superseded survey control is available for this station.
 RM0559
 RM0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM594609(NAD 83)
 RM0559_MARKER: I = METAL ROD
 RM0559_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0559_SP_SET: STAINLESS STEEL ROD
 RM0559_STAMPING: J 213 1982
 RM0559_MARK LOGO: NGS   
 RM0559_PROJECTION: FLUSH
 RM0559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0559_ROD/PIPE-DEPTH: 14.6 meters
 RM0559
 RM0559  HISTORY     - Date     Condition        Report By
 RM0559  HISTORY     - 1982     MONUMENTED       NGS
 RM0559  HISTORY     - 20040504 MARK NOT FOUND   USPSQD
 RM0559  HISTORY     - 20041208 MARK NOT FOUND   WIDT
 RM0559
 RM0559                          STATION DESCRIPTION
 RM0559
 RM0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0559'2.9 KM (1.8 MI) WEST FROM ASHLAND.
 RM0559'2.9 KM (1.8 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE COURTHOUSE IN
 RM0559'ASHLAND, SET OT THE PRENTICE PARK FACILITY, 30.5 METERS (100.0 FT)
 RM0559'NORTH NORTHEAST OF THE CENTERLINE OF THE 2 WESTBOUND LANES,
 RM0559'21.9 METERS (72.2 FT) WEST OF A TELEPHONE BOOTH, 11.3 METERS (37.4 FT)
 RM0559'SOUTHWEST OF THE SOUTHEAST CORNER OF A BLOCK BUILDING USED AS THE REST
 RM0559'ROOMS, 9.75 METERS (32.1 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 RM0559'OF THE RESTROOMS, 6.1 METERS (20.0 FT) NORTH OF THE CENTER OF A
 RM0559'ARTESIAN WELL, 17.4 METERS (57.5 FT) NORTH-NORTHEAST OF A POWERLINE
 RM0559'POLE WITH 2 GUY WIRES.
 RM0559'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 RM0559
 RM0559                          STATION RECOVERY (2004)
 RM0559
 RM0559'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 RM0559'MARK NOT FOUND, GPS PUTS STATION AT MASLOWSKI BEACH COMPLEX SW OF
 RM0559'ASHLAND. THIS AREA HAS RECENTLY BEEN REMODLED AND REFERENCES ARE NO
 RM0559'LONGER TRUE.USPS JRD
 RM0559
 RM0559                          STATION RECOVERY (2004)
 RM0559
 RM0559'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 RM0559'THE STATION WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0474 ***********************************************************************
 QM0474  DESIGNATION -  J 214
 QM0474  PID         -  QM0474
 QM0474  STATE/COUNTY-  WI/ONEIDA
 QM0474  USGS QUAD   -  LAKE TOMAHAWK (1982)
 QM0474
 QM0474                         *CURRENT SURVEY CONTROL
 QM0474  ___________________________________________________________________
 QM0474* NAD 83(1986)-  45 46 54.     (N)    089 34 27.     (W)     SCALED    
 QM0474* NAVD 88     -       488.213  (meters)    1601.75   (feet)  ADJUSTED  
 QM0474  ___________________________________________________________________
 QM0474  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 QM0474  DYNAMIC HT  -         488.194 (meters)    1601.68  (feet)  COMP
 QM0474  MODELED GRAV-     980,562.0   (mgal)                       NAVD 88
 QM0474
 QM0474  VERT ORDER  -  FIRST     CLASS II
 QM0474
 QM0474.The horizontal coordinates were scaled from a topographic map and have
 QM0474.an estimated accuracy of +/- 6 seconds.
 QM0474
 QM0474.The orthometric height was determined by differential leveling
 QM0474.and adjusted by the National Geodetic Survey in June 1991..
 QM0474
 QM0474.The geoid height was determined by GEOID03.
 QM0474
 QM0474.The dynamic height is computed by dividing the NAVD 88
 QM0474.geopotential number by the normal gravity value computed on the
 QM0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0474.degrees latitude (g = 980.6199 gals.).
 QM0474
 QM0474.The modeled gravity was interpolated from observed gravity values.
 QM0474
 QM0474;                    North         East    Units  Estimated Accuracy
 QM0474;SPC WI N     -    68,440.      633,120.      MT  (+/- 180 meters Scaled)
 QM0474
 QM0474                          SUPERSEDED SURVEY CONTROL
 QM0474
 QM0474.No superseded survey control is available for this station.
 QM0474
 QM0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR998730(NAD 83)
 QM0474_MARKER: I = METAL ROD
 QM0474_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QM0474_SP_SET: STAINLESS STEEL ROD
 QM0474_STAMPING: J 214 1982
 QM0474_MARK LOGO: NGS   
 QM0474_PROJECTION: FLUSH
 QM0474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0474_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0474+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2005
 QM0474_ROD/PIPE-DEPTH: 14.6 meters
 QM0474
 QM0474  HISTORY     - Date     Condition        Report By
 QM0474  HISTORY     - 1982     MONUMENTED       NGS
 QM0474  HISTORY     - 20021129 GOOD             USPSQD
 QM0474  HISTORY     - 20040311 GOOD             USPSQD
 QM0474  HISTORY     - 20050922 GOOD             WIDT
 QM0474
 QM0474                          STATION DESCRIPTION
 QM0474
 QM0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QM0474'4.0 KM (2.5 MI) SE FROM LAKE TOMAHAWK.
 QM0474'4.0 KM (2.5 MI) SOUTHEAST ALONG STATE HIGHWAY 47 FROM THE JUNCTION OF
 QM0474'COUNTY ROAD D EAST IN LAKE TOMAHAWK, SET AT THE WILDERNESS REST
 QM0474'CEMETERY AT THE MONUMENT OF THOSE WHO LOST THEIR LIVES IN ALL WARS,
 QM0474'42.6 METERS (140.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 QM0474'6.6 METERS (21.5 FT) WEST OF THE FLAGPOLE, 0.6 METER (2.0 FT) WEST OF
 QM0474'THE WEST EDGE OF THE WAR MONUMENT, AND 8.8 METERS (29.0 FT) SOUTH OF
 QM0474'THE SOUTH EDGE OF THE WEYCKER TOMBSTONE.
 QM0474'THE MARK IS 0.9 M BELOW HIGHWAY.
 QM0474
 QM0474                          STATION RECOVERY (2002)
 QM0474
 QM0474'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 QM0474'RECOVERED IN GOOD CONDITION.  LARGE TREES TO THE WEST RESTRICT THE
 QM0474'WESTERN HORIZON ABOVE 15 DEGREES.  NOTE--ACCESS TO POINT IS HAD
 QM0474'THROUGH A 5-INCH LOGO CAP.
 QM0474
 QM0474                          STATION RECOVERY (2004)
 QM0474
 QM0474'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0474'RECOVERED IN GOOD CONDITION.
 QM0474
 QM0474                          STATION RECOVERY (2005)
 QM0474
 QM0474'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0474'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0467 ***********************************************************************
 QM0467  DESIGNATION -  J 216
 QM0467  PID         -  QM0467
 QM0467  STATE/COUNTY-  WI/ONEIDA
 QM0467  USGS QUAD   -  HAZELHURST (1982)
 QM0467
 QM0467                         *CURRENT SURVEY CONTROL
 QM0467  ___________________________________________________________________
 QM0467* NAD 83(1986)-  45 51 19.     (N)    089 38 53.     (W)     SCALED    
 QM0467* NAVD 88     -       493.875  (meters)    1620.32   (feet)  ADJUSTED  
 QM0467  ___________________________________________________________________
 QM0467  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 QM0467  DYNAMIC HT  -         493.857 (meters)    1620.26  (feet)  COMP
 QM0467  MODELED GRAV-     980,562.9   (mgal)                       NAVD 88
 QM0467
 QM0467  VERT ORDER  -  FIRST     CLASS II
 QM0467
 QM0467.The horizontal coordinates were scaled from a topographic map and have
 QM0467.an estimated accuracy of +/- 6 seconds.
 QM0467
 QM0467.The orthometric height was determined by differential leveling
 QM0467.and adjusted by the National Geodetic Survey in June 1991..
 QM0467
 QM0467.The geoid height was determined by GEOID03.
 QM0467
 QM0467.The dynamic height is computed by dividing the NAVD 88
 QM0467.geopotential number by the normal gravity value computed on the
 QM0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0467.degrees latitude (g = 980.6199 gals.).
 QM0467
 QM0467.The modeled gravity was interpolated from observed gravity values.
 QM0467
 QM0467;                    North         East    Units  Estimated Accuracy
 QM0467;SPC WI N     -    76,600.      627,330.      MT  (+/- 180 meters Scaled)
 QM0467
 QM0467                          SUPERSEDED SURVEY CONTROL
 QM0467
 QM0467.No superseded survey control is available for this station.
 QM0467
 QM0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR944813(NAD 83)
 QM0467_MARKER: I = METAL ROD
 QM0467_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QM0467_SP_SET: STAINLESS STEEL ROD
 QM0467_STAMPING: J 216 1982
 QM0467_MARK LOGO: NGS   
 QM0467_PROJECTION: RECESSED 3 CENTIMETERS
 QM0467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0467_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0467+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2005
 QM0467_ROD/PIPE-DEPTH: 14.6 meters
 QM0467
 QM0467  HISTORY     - Date     Condition        Report By
 QM0467  HISTORY     - 1982     MONUMENTED       NGS
 QM0467  HISTORY     - 20021129 GOOD             USPSQD
 QM0467  HISTORY     - 20040311 GOOD             USPSQD
 QM0467  HISTORY     - 20050922 GOOD             WIDT
 QM0467
 QM0467                          STATION DESCRIPTION
 QM0467
 QM0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QM0467'6.3 KM (3.9 MI) SE FROM WOODRUFF.
 QM0467'6.3 KM (3.9 MI) SOUTHEAST ALONG STATE HIGHWAY 47 FROM THE JUNCTION OF
 QM0467'U.S. HIGHWAY 51 IN WOODRUFF, SET AT THE JUNCTION OF MID LAKE ROAD,
 QM0467'17.3 METERS (57.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 QM0467'16.7 METERS (55.0 FT) NORTH OF THE CENTER OF MID LAKE ROAD, 8.5 METERS
 QM0467'(28.0 FT) SOUTHEAST OF A TELEPHONE JUNCTION BOX, 2.3 METERS (7.5 FT)
 QM0467'SOUTHEAST OF THE SOUTHERNMOST ONE OF TWO ANCHOR CABLE RODS FOR THE
 QM0467'POWERLINE POLE, 8.2 METERS (27.0 FT) NORTHWEST OF THE CENTER OF THE
 QM0467'TOP OF A METAL PIPE CULVERT UNDER THE ROAD, AND 1.5 METERS (5.0 FT)
 QM0467'NORTHWEST OF THE POWERLINE POLE.
 QM0467'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 QM0467'THE MARK IS 1.2 M BELOW HIGHWAY.
 QM0467
 QM0467                          STATION RECOVERY (2002)
 QM0467
 QM0467'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 QM0467'RECOVERED IN GOOD CONDITION.  ADD-- POWERLINE POLE WITH ANCHORS IS
 QM0467'POLE NO. 3907-20W21, 11 FEET NORTHWEST OF THE CULVERT, 4 FEET
 QM0467'NORTHWEST OF A POWERLINE POLE.  NOTE--ACCESS TO POINT IS HAD THROUGH A
 QM0467'5-INCH LOGO CAP.
 QM0467
 QM0467                          STATION RECOVERY (2004)
 QM0467
 QM0467'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0467'RECOVERED IN GOOD CONDITION.
 QM0467
 QM0467                          STATION RECOVERY (2005)
 QM0467
 QM0467'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0467'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0750 ***********************************************************************
 PN0750  DESIGNATION -  J 218
 PN0750  PID         -  PN0750
 PN0750  STATE/COUNTY-  WI/WAUPACA
 PN0750  USGS QUAD   -  WEYAUWEGA (1982)
 PN0750
 PN0750                         *CURRENT SURVEY CONTROL
 PN0750  ___________________________________________________________________
 PN0750* NAD 83(1986)-  44 22 20.     (N)    088 57 50.     (W)     SCALED    
 PN0750* NAVD 88     -       257.642  (meters)     845.28   (feet)  ADJUSTED  
 PN0750  ___________________________________________________________________
 PN0750  GEOID HEIGHT-         -36.38  (meters)                     GEOID03
 PN0750  DYNAMIC HT  -         257.598 (meters)     845.14  (feet)  COMP
 PN0750  MODELED GRAV-     980,442.5   (mgal)                       NAVD 88
 PN0750
 PN0750  VERT ORDER  -  FIRST     CLASS II
 PN0750
 PN0750.The horizontal coordinates were scaled from a topographic map and have
 PN0750.an estimated accuracy of +/- 6 seconds.
 PN0750
 PN0750.The orthometric height was determined by differential leveling
 PN0750.and adjusted by the National Geodetic Survey in June 1991..
 PN0750
 PN0750.The geoid height was determined by GEOID03.
 PN0750
 PN0750.The dynamic height is computed by dividing the NAVD 88
 PN0750.geopotential number by the normal gravity value computed on the
 PN0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0750.degrees latitude (g = 980.6199 gals.).
 PN0750
 PN0750.The modeled gravity was interpolated from observed gravity values.
 PN0750
 PN0750;                    North         East    Units  Estimated Accuracy
 PN0750;SPC WI C     -    60,410.      682,580.      MT  (+/- 180 meters Scaled)
 PN0750
 PN0750                          SUPERSEDED SURVEY CONTROL
 PN0750
 PN0750.No superseded survey control is available for this station.
 PN0750
 PN0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ435150(NAD 83)
 PN0750_MARKER: I = METAL ROD
 PN0750_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0750_SP_SET: STAINLESS STEEL ROD
 PN0750_STAMPING: J 218 1985
 PN0750_MARK LOGO: NGS   
 PN0750_PROJECTION: RECESSED 3 CENTIMETERS
 PN0750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0750_ROD/PIPE-DEPTH: 18.3 meters
 PN0750
 PN0750  HISTORY     - Date     Condition        Report By
 PN0750  HISTORY     - 1985     MONUMENTED       NGS
 PN0750  HISTORY     - 20021223 MARK NOT FOUND   USPSQD
 PN0750  HISTORY     - 20040328 MARK NOT FOUND   USPSQD
 PN0750
 PN0750                          STATION DESCRIPTION
 PN0750
 PN0750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0750'10.6 KM (6.6 MI) EAST FROM WAUPACA.
 PN0750'10.6 KM (6.6 MI) EASTERLY ALONG STATE HIGHWAY 54 FROM THE POST OFFICE
 PN0750'IN WAUPACA, 0.2 KM (0.1 MI) SOUTHWEST OF THE INTERSECTION OF COUNTY
 PN0750'ROAD KK, 9.1 M (29.9 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 PN0750'7.8 M (25.6 FT) NORTH OF THE NORTH CORNER OF A SHED, 4.3 M (14.1 FT)
 PN0750'SOUTHWEST OF THE CENTER OF A DRIVEWAY LEADING SOUTH  TO THE R. E.
 PN0750'PETERSON RESIDENCE, AND 0.7 M (2.3 FT) SOUTHWEST OF A UTILITY POLE
 PN0750'WITH A GUY WIRE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 PN0750'LOGO CAP.
 PN0750'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 PN0750
 PN0750                          STATION RECOVERY (2002)
 PN0750
 PN0750'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0750'MARK NOT FOUND.
 PN0750
 PN0750                          STATION RECOVERY (2004)
 PN0750
 PN0750'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN0750'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0723 ***********************************************************************
 PN0723  DESIGNATION -  J 219
 PN0723  PID         -  PN0723
 PN0723  STATE/COUNTY-  WI/OUTAGAMIE
 PN0723  USGS QUAD   -  SEYMOUR (1992)
 PN0723
 PN0723                         *CURRENT SURVEY CONTROL
 PN0723  ___________________________________________________________________
 PN0723* NAD 83(1986)-  44 30 05.     (N)    088 21 01.     (W)     SCALED    
 PN0723* NAVD 88     -       260.576  (meters)     854.91   (feet)  ADJUSTED  
 PN0723  ___________________________________________________________________
 PN0723  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 PN0723  DYNAMIC HT  -         260.539 (meters)     854.78  (feet)  COMP
 PN0723  MODELED GRAV-     980,470.7   (mgal)                       NAVD 88
 PN0723
 PN0723  VERT ORDER  -  SECOND    CLASS I
 PN0723
 PN0723.The horizontal coordinates were scaled from a topographic map and have
 PN0723.an estimated accuracy of +/- 6 seconds.
 PN0723
 PN0723.The orthometric height was determined by differential leveling
 PN0723.and adjusted by the National Geodetic Survey in May 2003..
 PN0723
 PN0723.The geoid height was determined by GEOID03.
 PN0723
 PN0723.The dynamic height is computed by dividing the NAVD 88
 PN0723.geopotential number by the normal gravity value computed on the
 PN0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0723.degrees latitude (g = 980.6199 gals.).
 PN0723
 PN0723.The modeled gravity was interpolated from observed gravity values.
 PN0723
 PN0723;                    North         East    Units  Estimated Accuracy
 PN0723;SPC WI C     -    75,570.      731,190.      MT  (+/- 180 meters Scaled)
 PN0723
 PN0723                          SUPERSEDED SURVEY CONTROL
 PN0723
 PN0723  NAVD 88 (06/15/91)  260.568  (m)          854.88   (f) UNKNOWN     1 2
 PN0723
 PN0723.Superseded values are not recommended for survey control.
 PN0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0723.See file dsdata.txt to determine how the superseded data were derived.
 PN0723
 PN0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ926284(NAD 83)
 PN0723_MARKER: F = FLANGE-ENCASED ROD
 PN0723_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0723_SP_SET: STAINLESS STEEL ROD
 PN0723_STAMPING: J 219 1985
 PN0723_MARK LOGO: NGS   
 PN0723_PROJECTION: FLUSH
 PN0723_MAGNETIC: I = MARKER IS A STEEL ROD
 PN0723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0723+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2005
 PN0723_ROD/PIPE-DEPTH: 3.4  meters
 PN0723
 PN0723  HISTORY     - Date     Condition        Report By
 PN0723  HISTORY     - 1985     MONUMENTED       NGS
 PN0723  HISTORY     - 20010109 GOOD             WIDT
 PN0723  HISTORY     - 20021124 GOOD             USPSQD
 PN0723  HISTORY     - 20030611 GOOD             USPSQD
 PN0723  HISTORY     - 20040919 GOOD             USPSQD
 PN0723  HISTORY     - 20050726 GOOD             WIDT
 PN0723
 PN0723                          STATION DESCRIPTION
 PN0723
 PN0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0723'22.5 KM (14.0 MI) WEST FROM GREEN BAY.
 PN0723'22.5 KM (14.0 MI) WESTERLY ALONG STATE HIGHWAY 54 FROM ITS JUNCTION
 PN0723'WITH U.S. HIGHWAY 41 IN GREEN BAY, 60.4 M (198.2 FT) NORTH OF THE
 PN0723'CENTERLINE OF THE HIGHWAY, AND 9.6 M (31.5 FT) EAST OF THE CENTER OF
 PN0723'FRENCH ROAD.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 PN0723'CAP.
 PN0723'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 PN0723'THE MARK IS 0.3 M BELOW THE ROAD.
 PN0723
 PN0723                          STATION RECOVERY (2001)
 PN0723
 PN0723'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PN0723'THE STATION IS LOCATED ABOUT 26 KM WEST-SOUTHWEST OF GREEN BAY, 8 KM
 PN0723'EAST OF BLACK CREEK, AND 2 KM WEST OF SEYMOUR. OWNERSHIP--TOWN OF
 PN0723'SEYMOUR. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 54
 PN0723'WITH STATE HIGHWAY 55 NORTH IN THE VILLAGE OF SEYMOUR, GO WEST ON
 PN0723'STATE HIGHWAY 54 FOR 1.6 KM TO FRENCH ROAD AND THE STATION ON THE
 PN0723'RIGHT.    THE STATION IS A STAINLESS STEEL ROD WITH A 13-CM LOGO CAP
 PN0723'AND ABOUT 0.5 M BELOW THE ROAD PAVEMENT. THE STATION IS 9.5 M EAST OF
 PN0723'THE CENTERLINE OF FRENCH ROAD, 59.8 M NORTH OF THE CENTERLINE OF
 PN0723'STATE HIGHWAY 54, 32.5 M NORTH-NORTHEAST OF A WOOD POST FOR A
 PN0723'--WEIGHT LIMIT CLASS B-- SIGN, 14.5 M NORTHEAST OF THE CENTERLINE OF
 PN0723'PRIVATE ENTRANCE --N7311--, 2 M  WEST OF A CULTIVATED FIELD, AND 0.3
 PN0723'M WEST OF AN ORANGE FIBERGLASS WITNESS POST . ---NOTE---THIS STATION
 PN0723'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE
 PN0723'THE HORIZON EXCEPT FOR A TREE TO THE SOUTH EXTENDING TO 25 DEGREES
 PN0723'AND A TREE TO THE SOUTHWEST EXTENDING TO 20 DEGREES.
 PN0723
 PN0723                          STATION RECOVERY (2002)
 PN0723
 PN0723'RECOVERY NOTE BY US POWER SQUADRON 2002
 PN0723'DATUM POINT FOUND AT THE INTERSECTION OF HWY 54 AND FRENCH RD, ACROSS
 PN0723'FRENCH RD FROM DRIVEWAY OF RESIDENCE AT N.7311 FRENCH RD IN FRONT OF
 PN0723'WITNESS POST. ACCESS IS THROUGH 5 INCH LOGO CAP.
 PN0723
 PN0723                          STATION RECOVERY (2003)
 PN0723
 PN0723'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0723'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 15 FEET NORTH OF
 PN0723'THE EXTENDED CENTERLINE OF THE DRIVEWAY TO THE PRIVATE RESIDENCE, 10
 PN0723'FEET SOUTH OF A BUSH.
 PN0723
 PN0723                          STATION RECOVERY (2004)
 PN0723
 PN0723'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 PN0723'RECOVERED IN GOOD CONDITION.
 PN0723
 PN0723                          STATION RECOVERY (2005)
 PN0723
 PN0723'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PN0723'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.3 M WEST OF AN
 PN0723'ORANGE FIBERGLASS WITNESS POST, AND 1.0 M NORTH AND 1.0 M SOUTH OF TWO
 PN0723'WHITE PLASTIC WITNESS POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0775 ***********************************************************************
 PN0775  DESIGNATION -  J 220
 PN0775  PID         -  PN0775
 PN0775  STATE/COUNTY-  WI/PORTAGE
 PN0775  USGS QUAD   -  ARNOTT (1969)
 PN0775
 PN0775                         *CURRENT SURVEY CONTROL
 PN0775  ___________________________________________________________________
 PN0775* NAD 83(1986)-  44 24 18.     (N)    089 28 38.     (W)     SCALED    
 PN0775* NAVD 88     -       333.070  (meters)    1092.75   (feet)  ADJUSTED  
 PN0775  ___________________________________________________________________
 PN0775  GEOID HEIGHT-         -35.85  (meters)                     GEOID03
 PN0775  DYNAMIC HT  -         333.007 (meters)    1092.54  (feet)  COMP
 PN0775  MODELED GRAV-     980,421.4   (mgal)                       NAVD 88
 PN0775
 PN0775  VERT ORDER  -  FIRST     CLASS II
 PN0775
 PN0775.The horizontal coordinates were scaled from a topographic map and have
 PN0775.an estimated accuracy of +/- 6 seconds.
 PN0775
 PN0775.The orthometric height was determined by differential leveling
 PN0775.and adjusted by the National Geodetic Survey in June 1991..
 PN0775
 PN0775.The geoid height was determined by GEOID03.
 PN0775
 PN0775.The dynamic height is computed by dividing the NAVD 88
 PN0775.geopotential number by the normal gravity value computed on the
 PN0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0775.degrees latitude (g = 980.6199 gals.).
 PN0775
 PN0775.The modeled gravity was interpolated from observed gravity values.
 PN0775
 PN0775;                    North         East    Units  Estimated Accuracy
 PN0775;SPC WI C     -    63,660.      641,640.      MT  (+/- 180 meters Scaled)
 PN0775
 PN0775                          SUPERSEDED SURVEY CONTROL
 PN0775
 PN0775.No superseded survey control is available for this station.
 PN0775
 PN0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ027198(NAD 83)
 PN0775_MARKER: F = FLANGE-ENCASED ROD
 PN0775_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0775_SP_SET: STAINLESS STEEL ROD
 PN0775_STAMPING: J 220 1985
 PN0775_MARK LOGO: NGS   
 PN0775_PROJECTION: RECESSED 20 CENTIMETERS
 PN0775_MAGNETIC: I = MARKER IS A STEEL ROD
 PN0775_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0775_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0775+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2004
 PN0775_ROD/PIPE-DEPTH: 28.0 meters
 PN0775
 PN0775  HISTORY     - Date     Condition        Report By
 PN0775  HISTORY     - 1985     MONUMENTED       NGS
 PN0775  HISTORY     - 20021207 GOOD             USPSQD
 PN0775  HISTORY     - 20030224 GOOD             WIDT
 PN0775  HISTORY     - 20040330 GOOD             USPSQD
 PN0775
 PN0775                          STATION DESCRIPTION
 PN0775
 PN0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0775'31.2 KM (19.4 MI) EAST FROM WISCONSIN RAPIDS.
 PN0775'31.2 KM (19.4 MI) EASTERLY ALONG STATE HIGHWAY 54 FROM ITS JUNCTION
 PN0775'WITH NORTH EIGHTH STREET IN WINCONSIN RAPIDS, 49.1 M (161.1 FT)
 PN0775'NORTHWEST OF THE CENTER OF A DRIVEWAY LEADING SOUTHWEST TO A HOUSE,
 PN0775'24.4 M (80.1 FT) SOUTHWEST OF THE CENTER OF THE EAST BOUND LANES OF
 PN0775'THE HIGHWAY,17.4 M (57.1 FT) SOUTHWEST OF THE CENTERLINE OF STATE
 PN0775'HIGHWAY BB, AND 0.8 M (2.6 FT) SOUTHEAST OF UTILITY POLE NUMBER
 PN0775'2209-7W11.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 PN0775'CAP.
 PN0775'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 PN0775'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 PN0775
 PN0775                          STATION RECOVERY (2002)
 PN0775
 PN0775'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0775'RECOVERED IN GOOD CONDITION.  ADD--IT IS 7.5 FEET SOUTHEAST OF A GREEN
 PN0775'TELEPHONE JUNCTION BOX.  BEING UNDER A LARGE TREE MAY RESTRICT
 PN0775'SATELLITE OBSERVATION.
 PN0775
 PN0775                          STATION RECOVERY (2003)
 PN0775
 PN0775'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (TSS)
 PN0775'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 PN0775'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 39 AND US HIGHWAY 51
 PN0775'WITH STATE HIGHWAY 54 IN THE VILLAGE OF PLOVER, GO SOUTHEAST ON STATE
 PN0775'HIGHWAY 54 EAST FOR 2.0 MI (3.22 KM) TO KENNEDY AVENUE ON THE LEFT AND
 PN0775'BIRCH DRIVE ON THE RIGHT, CONTINUE SOUTHEAST ON STATE HIGHWAY 54 EAST
 PN0775'FOR 0.73 MI (1.17 KM) TO COUNTY HIGHWAY BB ON THE RIGHT AND THE
 PN0775'STATION ON THE RIGHT.  THE STATION IS A STAINLESS STEEL ROD WITH A
 PN0775'SLEEVE HOUSED IN A NATIONAL GEODETIC SURVEY LOGO CAP DISK ABOUT LEVEL
 PN0775'WITH THE HIGHWAY PAVEMENT.  THE STATION IS 49.1 M (161.1 FT) SOUTHWEST
 PN0775'OF THE CENTERLINE OF STATE HIGHWAY 54, 59.4 M (194.9 FT) SOUTHWEST OF
 PN0775'THE CENTERLINE OF COUNTY HIGHWAY BB, 49 M (160.8 FT) NORTHWEST OF THE
 PN0775'CENTERLINE OF A PRIVATE ENTANCE, 2.3 M (7.5 FT) SOUTHEAST OF TELEPHONE
 PN0775'PEDESTAL --L123--, 0.8 M (2.6 FT) SOUTHEAST OF POWER POLE
 PN0775'--2209-7W11--, AND 0.3 M (1.0 FT) NORTHWEST OF A ORANGE PLASTIC
 PN0775'WITNESS POST.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 PN0775'OBSERVATIONS DUE TO BEING HEAVILY OBSTRUCTED BY TREES.
 PN0775
 PN0775                          STATION RECOVERY (2004)
 PN0775
 PN0775'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN0775'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0502 ***********************************************************************
 QM0502  DESIGNATION -  J 221
 QM0502  PID         -  QM0502
 QM0502  STATE/COUNTY-  WI/LINCOLN
 QM0502  USGS QUAD   -  HEAFFORD JUNCTION (1982)
 QM0502
 QM0502                         *CURRENT SURVEY CONTROL
 QM0502  ___________________________________________________________________
 QM0502* NAD 83(1986)-  45 32 40.     (N)    089 39 56.     (W)     SCALED    
 QM0502* NAVD 88     -       450.566  (meters)    1478.23   (feet)  ADJUSTED  
 QM0502  ___________________________________________________________________
 QM0502  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 QM0502  DYNAMIC HT  -         450.543 (meters)    1478.16  (feet)  COMP
 QM0502  MODELED GRAV-     980,550.9   (mgal)                       NAVD 88
 QM0502
 QM0502  VERT ORDER  -  FIRST     CLASS II
 QM0502
 QM0502.The horizontal coordinates were scaled from a topographic map and have
 QM0502.an estimated accuracy of +/- 6 seconds.
 QM0502
 QM0502.The orthometric height was determined by differential leveling
 QM0502.and adjusted by the National Geodetic Survey in June 1991..
 QM0502
 QM0502.The geoid height was determined by GEOID03.
 QM0502
 QM0502.The dynamic height is computed by dividing the NAVD 88
 QM0502.geopotential number by the normal gravity value computed on the
 QM0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0502.degrees latitude (g = 980.6199 gals.).
 QM0502
 QM0502.The modeled gravity was interpolated from observed gravity values.
 QM0502
 QM0502;                    North         East    Units  Estimated Accuracy
 QM0502;SPC WI C     -   190,200.      626,120.      MT  (+/- 180 meters Scaled)
 QM0502
 QM0502                          SUPERSEDED SURVEY CONTROL
 QM0502
 QM0502.No superseded survey control is available for this station.
 QM0502
 QM0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR919468(NAD 83)
 QM0502_MARKER: I = METAL ROD
 QM0502_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QM0502_SP_SET: STAINLESS STEEL ROD
 QM0502_STAMPING: J 221 1985
 QM0502_MARK LOGO: NGS   
 QM0502_PROJECTION: FLUSH
 QM0502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0502_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0502+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2005
 QM0502_ROD/PIPE-DEPTH: 7.3  meters
 QM0502
 QM0502  HISTORY     - Date     Condition        Report By
 QM0502  HISTORY     - 1985     MONUMENTED       NGS
 QM0502  HISTORY     - 20020613 GOOD             JCLS
 QM0502  HISTORY     - 20020614 GOOD             JCLS
 QM0502  HISTORY     - 20050818 GOOD             WIDT
 QM0502
 QM0502                          STATION DESCRIPTION
 QM0502
 QM0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QM0502'24.3 KM (15.1 MI) WEST FROM RHINELANDER.
 QM0502'24.3 KM (15.1 MI) WESTERLY ALONG U.S. HIGHWAY 8 FROM ITS JUNCTION WITH
 QM0502'STATE HIGHWAY 17 IN RHINELANDER, 0.5 KM (0.3 MI) EAST OF THE
 QM0502'INTERSECTION OF U.S. HIGHWAY 51, 22.5 M (73.8 FT) SOUTHEAST OF THE
 QM0502'CENTER OF THE EAST BOUND LANE OF THE HIGHWAY, 20.8 M (68.2 FT)
 QM0502'NORTHWEST OF THE CENTER OF A PAVED ROAD, AND 4.6 M (15.1 FT) SOUTH OF
 QM0502'THE NORTHEAST END OF A FENCE. NOTE--ACCESS TO DATUM POINT IS HAD
 QM0502'THROUGH A 5-INCH LOGO CAP.
 QM0502'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 QM0502'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 QM0502
 QM0502                          STATION RECOVERY (2002)
 QM0502
 QM0502'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 QM0502'RECOVERED IN GOOD CONDITION.
 QM0502
 QM0502                          STATION RECOVERY (2002)
 QM0502
 QM0502'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 QM0502'RECOVERED IN GOOD CONDITION.
 QM0502
 QM0502                          STATION RECOVERY (2005)
 QM0502
 QM0502'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0502'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0815 ***********************************************************************
 PN0815  DESIGNATION -  J 222
 PN0815  PID         -  PN0815
 PN0815  STATE/COUNTY-  WI/OCONTO
 PN0815  USGS QUAD   -  OCONTO FALLS SOUTH (1974)
 PN0815
 PN0815                         *CURRENT SURVEY CONTROL
 PN0815  ___________________________________________________________________
 PN0815* NAD 83(1986)-  44 50 12.     (N)    088 14 55.     (W)     SCALED    
 PN0815* NAVD 88     -       238.459  (meters)     782.34   (feet)  ADJUSTED  
 PN0815  ___________________________________________________________________
 PN0815  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PN0815  DYNAMIC HT  -         238.431 (meters)     782.25  (feet)  COMP
 PN0815  MODELED GRAV-     980,496.2   (mgal)                       NAVD 88
 PN0815
 PN0815  VERT ORDER  -  FIRST     CLASS II
 PN0815
 PN0815.The horizontal coordinates were scaled from a topographic map and have
 PN0815.an estimated accuracy of +/- 6 seconds.
 PN0815
 PN0815.The orthometric height was determined by differential leveling
 PN0815.and adjusted by the National Geodetic Survey in June 1991..
 PN0815
 PN0815.The geoid height was determined by GEOID03.
 PN0815
 PN0815.The dynamic height is computed by dividing the NAVD 88
 PN0815.geopotential number by the normal gravity value computed on the
 PN0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0815.degrees latitude (g = 980.6199 gals.).
 PN0815
 PN0815.The modeled gravity was interpolated from observed gravity values.
 PN0815
 PN0815;                    North         East    Units  Estimated Accuracy
 PN0815;SPC WI C     -   112,980.      738,460.      MT  (+/- 180 meters Scaled)
 PN0815
 PN0815                          SUPERSEDED SURVEY CONTROL
 PN0815
 PN0815.No superseded survey control is available for this station.
 PN0815
 PN0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ013655(NAD 83)
 PN0815_MARKER: I = METAL ROD
 PN0815_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PN0815_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 PN0815_STAMPING: J 222 1985
 PN0815_MARK LOGO: NGS   
 PN0815_PROJECTION: FLUSH
 PN0815_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PN0815+STABILITY: POSITION/ELEVATION WELL
 PN0815_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0815+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2005
 PN0815_ROD/PIPE-DEPTH: 6.7  meters
 PN0815_SLEEVE-DEPTH  : 6.1 meters
 PN0815
 PN0815  HISTORY     - Date     Condition        Report By
 PN0815  HISTORY     - 1985     MONUMENTED       NGS
 PN0815  HISTORY     - 19991112 GOOD             USPSQD
 PN0815  HISTORY     - 20040324 GOOD             USPSQD
 PN0815  HISTORY     - 20050715 GOOD             WIDT
 PN0815
 PN0815                          STATION DESCRIPTION
 PN0815
 PN0815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0815'11.0 KM (6.85 MI) SOUTH FROM GILLETT.
 PN0815'11.0 KM (6.85 MI) SOUTHERLY ALONG STATE HIGHWAY 32 FROM ITS JUNCTION
 PN0815'WITH STATE HIGHWAY 22 IN GILLETT, 0.2 KM (0.1 MI) SOUTH OF THE
 PN0815'INTERSECTION OF COUNTY ROAD CCC, 30.0 M (98.4 FT) NORTH-NORTHEAST OF
 PN0815'UTILITY POLE NUMBER 101, 24.5 M (80.4 FT) EAST OF THE CENTERLINE OF
 PN0815'THE HIGHWAY, 16.0 M (52.5 FT) EAST-SOUTHEAST OF THE SOUTH END OF AN
 PN0815'18-INCH PIPE CULVERT, AND 9.5 M (31.2 FT) SOUTH OF THE CENTER OF A
 PN0815'FIELD ENTRANCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 PN0815'LOGO CAP.
 PN0815'THE MARK IS 0.8 METERS  W FROM  A WITNESS POST AND FENCE
 PN0815'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 PN0815
 PN0815                          STATION RECOVERY (1999)
 PN0815
 PN0815'RECOVERY NOTE BY US POWER SQUADRON 1999
 PN0815'RECOVERED IN GOOD CONDITION.
 PN0815
 PN0815                          STATION RECOVERY (2004)
 PN0815
 PN0815'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0815'RECOVERED IN GOOD CONDITION.
 PN0815
 PN0815                          STATION RECOVERY (2005)
 PN0815
 PN0815'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0815'RECOVERED IN GOOD CONDITION.   ADD THE PREVIOUSLY DESCRIBED POWER POLE
 PN0815'IS NUMBERED -111- (NOT 101)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0575 ***********************************************************************
 QM0575  DESIGNATION -  J 223
 QM0575  PID         -  QM0575
 QM0575  STATE/COUNTY-  WI/OCONTO
 QM0575  USGS QUAD   -  MOUNTAIN (1973)
 QM0575
 QM0575                         *CURRENT SURVEY CONTROL
 QM0575  ___________________________________________________________________
 QM0575* NAD 83(1986)-  45 07 54.     (N)    088 26 16.     (W)     SCALED    
 QM0575* NAVD 88     -       264.327  (meters)     867.21   (feet)  ADJUSTED  
 QM0575  ___________________________________________________________________
 QM0575  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 QM0575  DYNAMIC HT  -         264.301 (meters)     867.13  (feet)  COMP
 QM0575  MODELED GRAV-     980,511.5   (mgal)                       NAVD 88
 QM0575
 QM0575  VERT ORDER  -  FIRST     CLASS II
 QM0575
 QM0575.The horizontal coordinates were scaled from a topographic map and have
 QM0575.an estimated accuracy of +/- 6 seconds.
 QM0575
 QM0575.The orthometric height was determined by differential leveling
 QM0575.and adjusted by the National Geodetic Survey in June 1991..
 QM0575
 QM0575.The geoid height was determined by GEOID03.
 QM0575
 QM0575.The dynamic height is computed by dividing the NAVD 88
 QM0575.geopotential number by the normal gravity value computed on the
 QM0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0575.degrees latitude (g = 980.6199 gals.).
 QM0575
 QM0575.The modeled gravity was interpolated from observed gravity values.
 QM0575
 QM0575;                    North         East    Units  Estimated Accuracy
 QM0575;SPC WI C     -   145,450.      722,880.      MT  (+/- 180 meters Scaled)
 QM0575
 QM0575                          SUPERSEDED SURVEY CONTROL
 QM0575
 QM0575.No superseded survey control is available for this station.
 QM0575
 QM0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ869985(NAD 83)
 QM0575_MARKER: I = METAL ROD
 QM0575_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QM0575_SP_SET: STAINLESS STEEL ROD
 QM0575_STAMPING: J 223 1985
 QM0575_MARK LOGO: NGS   
 QM0575_PROJECTION: FLUSH
 QM0575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0575_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0575+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2005
 QM0575_ROD/PIPE-DEPTH: 9.4  meters
 QM0575
 QM0575  HISTORY     - Date     Condition        Report By
 QM0575  HISTORY     - 1985     MONUMENTED       NGS
 QM0575  HISTORY     - 19910325 GOOD             USPSQD
 QM0575  HISTORY     - 19961020 GOOD             USPSQD
 QM0575  HISTORY     - 20021001 GOOD             USPSQD
 QM0575  HISTORY     - 20021210 MARK NOT FOUND   USPSQD
 QM0575  HISTORY     - 20040325 MARK NOT FOUND   USPSQD
 QM0575  HISTORY     - 20051130 GOOD             WIDT
 QM0575
 QM0575                          STATION DESCRIPTION
 QM0575
 QM0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QM0575'35.4 KM (22.0 MI) NW FROM GILLETT.
 QM0575'35.4 KM (22.0 MI) NORTHWESTERLY ALONG STATE HIGHWAY 32 FROM ITS
 QM0575'JUNCTION WITH STATE HIGHWAY 22 IN GILLETT, 44.5 M (146.0 FT) SOUTHEAST
 QM0575'OF THE CENTER OF PARKWAY DRIVE, 15.7 M (51.5 FT) SOUTHWEST OF THE
 QM0575'CENTERLINE OF THE HIGHWAY, 12.9 M (42.3 FT) SOUTHEAST OF UTILITY POLE
 QM0575'NUMBER 3116 25R19 WITH EIGHT GUY WIRES, AND 0.6 M (2.0 FT) SOUTHEAST
 QM0575'OF THE EAST CORNER OF A ROCK PILLAR SUPPORTONG A SIGN.  NOTE--ACCESS
 QM0575'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QM0575'THE MARK IS 1.4 M BELOW THE HIGHWAY.
 QM0575
 QM0575                          STATION RECOVERY (1991)
 QM0575
 QM0575'RECOVERY NOTE BY US POWER SQUADRON 1991 (AEA)
 QM0575'RECOVERED IN GOOD CONDITION.
 QM0575
 QM0575                          STATION RECOVERY (1996)
 QM0575
 QM0575'RECOVERY NOTE BY US POWER SQUADRON 1996
 QM0575'RECOVERED IN GOOD CONDITION.
 QM0575
 QM0575                          STATION RECOVERY (2002)
 QM0575
 QM0575'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QM0575'RECOVERED IN GOOD CONDITION.
 QM0575
 QM0575                          STATION RECOVERY (2002)
 QM0575
 QM0575'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 QM0575'NOT FOUND.  THE ROCK PILLAR IS PRESENT, BUT NO SIGN.
 QM0575'COULD NOT FIND WITH PROBING.
 QM0575
 QM0575                          STATION RECOVERY (2004)
 QM0575
 QM0575'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0575'MARK NOT FOUND.
 QM0575
 QM0575                          STATION RECOVERY (2005)
 QM0575
 QM0575'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0575'RECOVERED IN GOOD CONDITION. ADD--THE STATION IS 1.1 M SOUTHWEST OF A
 QM0575'GREEN STEEL POST, 0.6 M NORTHEAST OF A STEEL POST WITH A SIGN AND 1.0
 QM0575'M SOUTHEAST OF WHITE PLASTIC WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0432 ***********************************************************************
 QN0432  DESIGNATION -  J 224
 QN0432  PID         -  QN0432
 QN0432  STATE/COUNTY-  WI/RUSK
 QN0432  USGS QUAD   -  INGRAM (1971)
 QN0432
 QN0432                         *CURRENT SURVEY CONTROL
 QN0432  ___________________________________________________________________
 QN0432* NAD 83(1986)-  45 30 49.     (N)    090 48 43.     (W)     SCALED    
 QN0432* NAVD 88     -       408.469  (meters)    1340.12   (feet)  ADJUSTED  
 QN0432  ___________________________________________________________________
 QN0432  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 QN0432  DYNAMIC HT  -         408.453 (meters)    1340.07  (feet)  COMP
 QN0432  MODELED GRAV-     980,563.5   (mgal)                       NAVD 88
 QN0432
 QN0432  VERT ORDER  -  FIRST     CLASS II
 QN0432
 QN0432.The horizontal coordinates were scaled from a topographic map and have
 QN0432.an estimated accuracy of +/- 6 seconds.
 QN0432
 QN0432.The orthometric height was determined by differential leveling
 QN0432.and adjusted by the National Geodetic Survey in June 1991..
 QN0432
 QN0432.The geoid height was determined by GEOID03.
 QN0432
 QN0432.The dynamic height is computed by dividing the NAVD 88
 QN0432.geopotential number by the normal gravity value computed on the
 QN0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0432.degrees latitude (g = 980.6199 gals.).
 QN0432
 QN0432.The modeled gravity was interpolated from observed gravity values.
 QN0432
 QN0432;                    North         East    Units  Estimated Accuracy
 QN0432;SPC WI C     -   187,040.      536,560.      MT  (+/- 180 meters Scaled)
 QN0432
 QN0432                          SUPERSEDED SURVEY CONTROL
 QN0432
 QN0432.No superseded survey control is available for this station.
 QN0432
 QN0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL709423(NAD 83)
 QN0432_MARKER: I = METAL ROD
 QN0432_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QN0432+WITH SETTING: INFORMATION.
 QN0432_SP_SET: SHALLOW-SET METAL ROD
 QN0432_STAMPING: J 224 1985
 QN0432_MARK LOGO: NGS   
 QN0432_PROJECTION: FLUSH
 QN0432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0432_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QN0432+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2005
 QN0432_ROD/PIPE-DEPTH: 2.9  meters
 QN0432
 QN0432  HISTORY     - Date     Condition        Report By
 QN0432  HISTORY     - 1985     MONUMENTED       NGS
 QN0432  HISTORY     - 20051204 GOOD             WIDT
 QN0432
 QN0432                          STATION DESCRIPTION
 QN0432
 QN0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QN0432'25.0 KM (15.55 MI) EAST FROM LADYSMITH.
 QN0432'25.0 M (15.55 MI) EASTERLY ALONG U.S. HIGHWAY 8 FROM ITS JUNCTION WITH
 QN0432'STATE HIGHWAY 27 IN LADYSMITH, 19.7 M (64.6 FT) EAST OF THE EXTENDED
 QN0432'CENTERLINE OF STATE HIGHWAY 73, 13.8 M (45.3 FT) SOUTHEAST OF THE
 QN0432'SOUTHEAST CORNER OF THE HILLTOP BAR, 13.3 M (43.6 FT) NORTH OF THE
 QN0432'CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, AND 5.1 M (16.7 FT)
 QN0432'EAST OF A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 QN0432'5-INCH LOGO CAP.
 QN0432'THE MARK IS 0.7 METERS  S FROM  A WITNESS POST
 QN0432'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 QN0432
 QN0432                          STATION RECOVERY (2005)
 QN0432
 QN0432'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 QN0432'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M WEST AND 1.0
 QN0432'M EAST OF TWO WHITE PLASTIC WITNESS POSTS.  NOTE-- TREES IN THE NORTH
 QN0432'QUADRANTS EXTEND TO 90 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0408 ***********************************************************************
 QN0408  DESIGNATION -  J 225
 QN0408  PID         -  QN0408
 QN0408  STATE/COUNTY-  WI/PRICE
 QN0408  USGS QUAD   -  BIG BRIENS LAKE (1981)
 QN0408
 QN0408                         *CURRENT SURVEY CONTROL
 QN0408  ___________________________________________________________________
 QN0408* NAD 83(1986)-  45 33 12.     (N)    090 08 47.     (W)     SCALED    
 QN0408* NAVD 88     -       507.999  (meters)    1666.66   (feet)  ADJUSTED  
 QN0408  ___________________________________________________________________
 QN0408  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 QN0408  DYNAMIC HT  -         507.972 (meters)    1666.57  (feet)  COMP
 QN0408  MODELED GRAV-     980,547.5   (mgal)                       NAVD 88
 QN0408
 QN0408  VERT ORDER  -  FIRST     CLASS II
 QN0408
 QN0408.The horizontal coordinates were scaled from a topographic map and have
 QN0408.an estimated accuracy of +/- 6 seconds.
 QN0408
 QN0408.The orthometric height was determined by differential leveling
 QN0408.and adjusted by the National Geodetic Survey in June 1991..
 QN0408
 QN0408.The geoid height was determined by GEOID03.
 QN0408
 QN0408.The dynamic height is computed by dividing the NAVD 88
 QN0408.geopotential number by the normal gravity value computed on the
 QN0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0408.degrees latitude (g = 980.6199 gals.).
 QN0408
 QN0408.The modeled gravity was interpolated from observed gravity values.
 QN0408
 QN0408;                    North         East    Units  Estimated Accuracy
 QN0408;SPC WI N     -    42,990.      588,570.      MT  (+/- 180 meters Scaled)
 QN0408
 QN0408                          SUPERSEDED SURVEY CONTROL
 QN0408
 QN0408.No superseded survey control is available for this station.
 QN0408
 QN0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL227483(NAD 83)
 QN0408_MARKER: I = METAL ROD
 QN0408_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0408_SP_SET: STAINLESS STEEL ROD
 QN0408_STAMPING: J 225 1985
 QN0408_MARK LOGO: NGS   
 QN0408_PROJECTION: FLUSH
 QN0408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0408_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QN0408+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2003
 QN0408_ROD/PIPE-DEPTH: 15.8 meters
 QN0408
 QN0408  HISTORY     - Date     Condition        Report By
 QN0408  HISTORY     - 1985     MONUMENTED       NGS
 QN0408  HISTORY     - 20030904 GOOD             USPSQD
 QN0408
 QN0408                          STATION DESCRIPTION
 QN0408
 QN0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QN0408'11.4 KM (7.1 MI) EAST FROM PRENTICE.
 QN0408'11.4 KM (7.1 MI) EASTERLY ALONG U.S. HIGHWAY 8 FROM ITS JUNCTION WITH
 QN0408'COUNTY ROAD A IN PRENTICE, 57.0 M (187.0 FT) WEST OF THE CENTER OF
 QN0408'HARMONY ROAD, 19.2 M (63.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 QN0408'3.7 M (12.1 FT) WEST OF THE CENTER OF A FIELD ENTRANCE, 1.9 M (6.2 FT)
 QN0408'SOUTH OF A GUY WIRE ANCHOR, AND 0.6 M (2.0 FT) NORTH OF A UTILITY
 QN0408'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QN0408'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 QN0408'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 QN0408
 QN0408                          STATION RECOVERY (2003)
 QN0408
 QN0408'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 QN0408'RECOVERED IN GOOD CONDITION.  NOTE-- THE UTILITY POLE IS NUMBERED
 QN0408'--6-92/92--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0529 ***********************************************************************
 QM0529  DESIGNATION -  J 226
 QM0529  PID         -  QM0529
 QM0529  STATE/COUNTY-  WI/ONEIDA
 QM0529  USGS QUAD   -  NASHVILLE (1981)
 QM0529
 QM0529                         *CURRENT SURVEY CONTROL
 QM0529  ___________________________________________________________________
 QM0529* NAD 83(1986)-  45 34 22.     (N)    089 05 28.     (W)     SCALED    
 QM0529* NAVD 88     -       511.877  (meters)    1679.38   (feet)  ADJUSTED  
 QM0529  ___________________________________________________________________
 QM0529  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 QM0529  DYNAMIC HT  -         511.839 (meters)    1679.26  (feet)  COMP
 QM0529  MODELED GRAV-     980,525.6   (mgal)                       NAVD 88
 QM0529
 QM0529  VERT ORDER  -  FIRST     CLASS II
 QM0529
 QM0529.The horizontal coordinates were scaled from a topographic map and have
 QM0529.an estimated accuracy of +/- 6 seconds.
 QM0529
 QM0529.The orthometric height was determined by differential leveling
 QM0529.and adjusted by the National Geodetic Survey in June 1991..
 QM0529
 QM0529.The geoid height was determined by GEOID03.
 QM0529
 QM0529.The dynamic height is computed by dividing the NAVD 88
 QM0529.geopotential number by the normal gravity value computed on the
 QM0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0529.degrees latitude (g = 980.6199 gals.).
 QM0529
 QM0529.The modeled gravity was interpolated from observed gravity values.
 QM0529
 QM0529;                    North         East    Units  Estimated Accuracy
 QM0529;SPC WI N     -    45,540.      670,940.      MT  (+/- 180 meters Scaled)
 QM0529
 QM0529                          SUPERSEDED SURVEY CONTROL
 QM0529
 QM0529.No superseded survey control is available for this station.
 QM0529
 QM0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR368487(NAD 83)
 QM0529_MARKER: I = METAL ROD
 QM0529_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QM0529_SP_SET: STAINLESS STEEL ROD
 QM0529_STAMPING: J 226 1985
 QM0529_MARK LOGO: NGS   
 QM0529_PROJECTION: FLUSH
 QM0529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0529_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0529+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2005
 QM0529_ROD/PIPE-DEPTH: 5.8  meters
 QM0529
 QM0529  HISTORY     - Date     Condition        Report By
 QM0529  HISTORY     - 1985     MONUMENTED       NGS
 QM0529  HISTORY     - 20021210 GOOD             USPSQD
 QM0529  HISTORY     - 20040326 GOOD             USPSQD
 QM0529  HISTORY     - 20050908 GOOD             WIDT
 QM0529
 QM0529                          STATION DESCRIPTION
 QM0529
 QM0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QM0529'28.0 KM (17.4 MI) EAST FROM RHINELANDER.
 QM0529'28.0 KM (17.4 MI) EASTERLY ALONG U.S. HIGHWAY 8 FROM ITS JUNCTION WITH
 QM0529'ONEIDA AVENUE IN RHINELANDER, 0.1 KM (0.05 MI) WEST OF THE
 QM0529'INTERSECTION OF PERGANDE ROAD, 39.5 M (129.6 FT) NORTH OF THE
 QM0529'CENTERLINE OF THE HIGHWAY, 14.5 M (47.6 FT) WEST OF A UTILITY POLE
 QM0529'WITH TRANSFORMER, AND 0.9 M (3.0 FT) SOUTHWEST OF A YELLOW WOODEN
 QM0529'RIGHT-OF-WAY POST.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 QM0529'5-INCH LOGO CAP.
 QM0529'THE MARK IS 0.2 METERS  E FROM  A WITNESS POST
 QM0529'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 QM0529
 QM0529                          STATION RECOVERY (2002)
 QM0529
 QM0529'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 QM0529'RECOVERED IN GOOD CONDITION.  TREES TO THE NORTH
 QM0529'MAY RESTRICT SATELLITE OBSERVATIONS.
 QM0529
 QM0529                          STATION RECOVERY (2004)
 QM0529
 QM0529'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0529'RECOVERED IN GOOD CONDITION.
 QM0529
 QM0529                          STATION RECOVERY (2005)
 QM0529
 QM0529'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0529'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0813 ***********************************************************************
 PN0813  DESIGNATION -  J 227
 PN0813  PID         -  PN0813
 PN0813  STATE/COUNTY-  WI/OCONTO
 PN0813  USGS QUAD   -  OCONTO FALLS SOUTH (1974)
 PN0813
 PN0813                         *CURRENT SURVEY CONTROL
 PN0813  ___________________________________________________________________
 PN0813* NAD 83(1986)-  44 52 02.     (N)    088 14 50.     (W)     SCALED    
 PN0813* NAVD 88     -       242.460  (meters)     795.47   (feet)  ADJUSTED  
 PN0813  ___________________________________________________________________
 PN0813  GEOID HEIGHT-         -36.18  (meters)                     GEOID03
 PN0813  DYNAMIC HT  -         242.433 (meters)     795.38  (feet)  COMP
 PN0813  MODELED GRAV-     980,498.1   (mgal)                       NAVD 88
 PN0813
 PN0813  VERT ORDER  -  FIRST     CLASS II
 PN0813
 PN0813.The horizontal coordinates were scaled from a topographic map and have
 PN0813.an estimated accuracy of +/- 6 seconds.
 PN0813
 PN0813.The orthometric height was determined by differential leveling
 PN0813.and adjusted by the National Geodetic Survey in June 1991..
 PN0813
 PN0813.The geoid height was determined by GEOID03.
 PN0813
 PN0813.The dynamic height is computed by dividing the NAVD 88
 PN0813.geopotential number by the normal gravity value computed on the
 PN0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0813.degrees latitude (g = 980.6199 gals.).
 PN0813
 PN0813.The modeled gravity was interpolated from observed gravity values.
 PN0813
 PN0813;                    North         East    Units  Estimated Accuracy
 PN0813;SPC WI C     -   116,380.      738,500.      MT  (+/- 180 meters Scaled)
 PN0813
 PN0813                          SUPERSEDED SURVEY CONTROL
 PN0813
 PN0813.No superseded survey control is available for this station.
 PN0813
 PN0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ014689(NAD 83)
 PN0813_MARKER: I = METAL ROD
 PN0813_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0813_SP_SET: STAINLESS STEEL ROD
 PN0813_STAMPING: J 227 1985
 PN0813_MARK LOGO: NGS   
 PN0813_PROJECTION: FLUSH
 PN0813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0813+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004
 PN0813_ROD/PIPE-DEPTH: 7.0  meters
 PN0813
 PN0813  HISTORY     - Date     Condition        Report By
 PN0813  HISTORY     - 1985     MONUMENTED       NGS
 PN0813  HISTORY     - 19991112 GOOD             USPSQD
 PN0813  HISTORY     - 20040324 GOOD             USPSQD
 PN0813  HISTORY     - 20050715 POOR             WIDT
 PN0813
 PN0813                          STATION DESCRIPTION
 PN0813
 PN0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0813'7.6 KM (4.7 MI) SOUTH FROM GILLETT.
 PN0813'7.6 KM (4.7 MI) SOUTHERLY ALONG STATE HIGHWAY 32 FROM ITS JUNCTION
 PN0813'WITH STATE HIGHWAY 22 IN GILLETT, 18.9 M (62.0 FT) EAST OF THE
 PN0813'CENTERLINE OF THE HIGHWAY, 11.4 M (37.4 FT) NORTH OF THE CENTER OF
 PN0813'ROSE ROAD, 3.2 M (10.5 FT) NORTH OF UTILITY POLE NUMBER 62, AND 0.2 M
 PN0813'(0.7 FT) WEST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 PN0813'A 5-INCH LOGO CAP.
 PN0813'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 PN0813'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 PN0813
 PN0813                          STATION RECOVERY (1999)
 PN0813
 PN0813'RECOVERY NOTE BY US POWER SQUADRON 1999
 PN0813'RECOVERED IN GOOD CONDITION.
 PN0813
 PN0813                          STATION RECOVERY (2004)
 PN0813
 PN0813'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0813'RECOVERED IN GOOD CONDITION.
 PN0813
 PN0813                          STATION RECOVERY (2005)
 PN0813
 PN0813'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0813'ECOVERED IN POOR CONDITION.   ADD THERE IS A NEW STEEL POWER POLE AND
 PN0813'POWER BOX SET CLOSE TO THE STATION, THE CASING AROUND THE STATION HAS
 PN0813'BEEN REMOVED, THE ROD AND WITNESS POST STILL EXISTS BUT THE ROD IS
 PN0813'BENT OVER TO THE NORTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0834 ***********************************************************************
 PN0834  DESIGNATION -  J 228
 PN0834  PID         -  PN0834
 PN0834  STATE/COUNTY-  WI/BROWN
 PN0834  USGS QUAD   -  GREEN BAY WEST (1992)
 PN0834
 PN0834                         *CURRENT SURVEY CONTROL
 PN0834  ___________________________________________________________________
 PN0834* NAD 83(1986)-  44 33 25.     (N)    088 07 21.     (W)     SCALED    
 PN0834* NAVD 88     -       209.391  (meters)     686.98   (feet)  ADJUSTED  
 PN0834  ___________________________________________________________________
 PN0834  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PN0834  DYNAMIC HT  -         209.366 (meters)     686.89  (feet)  COMP
 PN0834  MODELED GRAV-     980,491.9   (mgal)                       NAVD 88
 PN0834
 PN0834  VERT ORDER  -  FIRST     CLASS II
 PN0834
 PN0834.The horizontal coordinates were scaled from a topographic map and have
 PN0834.an estimated accuracy of +/- 6 seconds.
 PN0834
 PN0834.The orthometric height was determined by differential leveling
 PN0834.and adjusted by the National Geodetic Survey in June 1991..
 PN0834
 PN0834.The geoid height was determined by GEOID03.
 PN0834
 PN0834.The dynamic height is computed by dividing the NAVD 88
 PN0834.geopotential number by the normal gravity value computed on the
 PN0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0834.degrees latitude (g = 980.6199 gals.).
 PN0834
 PN0834.The modeled gravity was interpolated from observed gravity values.
 PN0834
 PN0834;                    North         East    Units  Estimated Accuracy
 PN0834;SPC WI C     -    82,130.      749,150.      MT  (+/- 180 meters Scaled)
 PN0834
 PN0834                          SUPERSEDED SURVEY CONTROL
 PN0834
 PN0834.No superseded survey control is available for this station.
 PN0834
 PN0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ108343(NAD 83)
 PN0834_MARKER: I = METAL ROD
 PN0834_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0834_SP_SET: STAINLESS STEEL ROD
 PN0834_STAMPING: J 228 1985
 PN0834_MARK LOGO: NGS   
 PN0834_PROJECTION: FLUSH
 PN0834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0834+SATELLITE: SATELLITE OBSERVATIONS - May 19, 1994
 PN0834_ROD/PIPE-DEPTH: 12.7 meters
 PN0834
 PN0834  HISTORY     - Date     Condition        Report By
 PN0834  HISTORY     - 1985     MONUMENTED       NGS
 PN0834  HISTORY     - 19940519 MARK NOT FOUND   WI-009
 PN0834  HISTORY     - 20031211 MARK NOT FOUND   USPSQD
 PN0834  HISTORY     - 20050810 MARK NOT FOUND   WIDT
 PN0834
 PN0834                          STATION DESCRIPTION
 PN0834
 PN0834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0834'4.2 KM (2.6 MI) NW FROM GREEN BAY.
 PN0834'4.2 KM (2.6 MI) NORTHWESTERLY ALONG STATE HIGHWAY 32 FROM ITS JUNCTION
 PN0834'WITH U.S. HIGHWAY 41 IN GREEN BAY, 0.7 KM (0.45 MI) SOUTHEAST OF THE
 PN0834'JUNCTION OF COUNTY ROAD FF, AT THE NORTHWEST END OF A HIGHWAY CUT,
 PN0834'SOUTHWEST AND ACROSS THE HIGHWAY FROM THE CANTERBURY FARM, 18.6 M
 PN0834'(61.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 6.5 M (21.3 FT)
 PN0834'NORTH OF A 30-INCH OAK TREE, 5.8 M (19.0 FT) EAST OF A 30-INCH OAK
 PN0834'TREE, AND 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST.  NOTE--ACCESS TO
 PN0834'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PN0834'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 PN0834'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 PN0834
 PN0834                          STATION RECOVERY (1994)
 PN0834
 PN0834'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0834'MARK NOT FOUND.
 PN0834
 PN0834                          STATION RECOVERY (2003)
 PN0834
 PN0834'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0834'MARK NOT FOUND.
 PN0834
 PN0834                          STATION RECOVERY (2005)
 PN0834
 PN0834'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0834'NOT FOUND.  --ADD--NO EVIDENCE OF STATION EXISTS HOWEVER, NEARBY THERE
 PN0834'IS A 4 INCH DIAMETER BRASS DISK STAMPED --J 228 RESET 1987--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0202 ***********************************************************************
 PN0202  DESIGNATION -  J 23
 PN0202  PID         -  PN0202
 PN0202  STATE/COUNTY-  WI/OUTAGAMIE
 PN0202  USGS QUAD   -  NEW LONDON (1992)
 PN0202
 PN0202                         *CURRENT SURVEY CONTROL
 PN0202  ___________________________________________________________________
 PN0202* NAD 83(1986)-  44 23 20.     (N)    088 44 06.     (W)     SCALED    
 PN0202* NAVD 88     -       240.260  (meters)     788.25   (feet)  ADJUSTED  
 PN0202  ___________________________________________________________________
 PN0202  GEOID HEIGHT-         -36.39  (meters)                     GEOID03
 PN0202  DYNAMIC HT  -         240.221 (meters)     788.13  (feet)  COMP
 PN0202  MODELED GRAV-     980,448.6   (mgal)                       NAVD 88
 PN0202
 PN0202  VERT ORDER  -  FIRST     CLASS II
 PN0202
 PN0202.The horizontal coordinates were scaled from a topographic map and have
 PN0202.an estimated accuracy of +/- 6 seconds.
 PN0202
 PN0202.The orthometric height was determined by differential leveling
 PN0202.and adjusted by the National Geodetic Survey in June 1991..
 PN0202.WARNING-Repeat measurements at this control monument indicate possible
 PN0202.vertical movement.
 PN0202
 PN0202.The geoid height was determined by GEOID03.
 PN0202
 PN0202.The dynamic height is computed by dividing the NAVD 88
 PN0202.geopotential number by the normal gravity value computed on the
 PN0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0202.degrees latitude (g = 980.6199 gals.).
 PN0202
 PN0202.The modeled gravity was interpolated from observed gravity values.
 PN0202
 PN0202;                    North         East    Units  Estimated Accuracy
 PN0202;SPC WI C     -    62,520.      700,790.      MT  (+/- 180 meters Scaled)
 PN0202
 PN0202                          SUPERSEDED SURVEY CONTROL
 PN0202
 PN0202  NGVD 29 (??/??/92)  240.352  (m)          788.55   (f) ADJ UNCH    1 2
 PN0202
 PN0202.Superseded values are not recommended for survey control.
 PN0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0202.See file dsdata.txt to determine how the superseded data were derived.
 PN0202
 PN0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ618165(NAD 83)
 PN0202_MARKER: DB = BENCH MARK DISK
 PN0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0202_STAMPING: J 23 1934
 PN0202_MARK LOGO: CGS   
 PN0202_PROJECTION: FLUSH
 PN0202_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0202+STABILITY: SURFACE MOTION
 PN0202_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0202+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2005
 PN0202
 PN0202  HISTORY     - Date     Condition        Report By
 PN0202  HISTORY     - 1934     MONUMENTED       CGS
 PN0202  HISTORY     - 1934     GOOD             NGS
 PN0202  HISTORY     - 1985     GOOD             NGS
 PN0202  HISTORY     - 19950428 GOOD             USPSQD
 PN0202  HISTORY     - 20010530 GOOD             WIDT
 PN0202  HISTORY     - 20030611 GOOD             USPSQD
 PN0202  HISTORY     - 20050707 GOOD             WIDT
 PN0202
 PN0202                          STATION DESCRIPTION
 PN0202
 PN0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PN0202'IN NEW LONDON.
 PN0202'IN NEW LONDON.  ADJACENT TO N. SIDE OF BEACON ST. (WIS. HIGHWAY
 PN0202'26) CONC. WALK AT CENTER OF S. SIDE OF CITY PARK IN NEW LONDON.
 PN0202'100 FEET E. OF WAUPACA COUNTY LINE.
 PN0202
 PN0202                          STATION RECOVERY (1985)
 PN0202
 PN0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0202'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN NEW
 PN0202'LONDON, AT THE INTERSECTION OF EAST BEACON AVENUE AND DIVISION STREET,
 PN0202'AT THE SOUTH END OF THE FRANKLIN PARK, 40.6 M (133.2 FT) EAST OF THE
 PN0202'CENTER OF THE STREET, 27.6 M (90.6 FT) EAST OF THE OUTAGAMIE-WAUPACA
 PN0202'COUNTY LINE SIGN, 14.8 M (48.6 FT) SOUTH OF THE EAST CORNER AND 14.1 M
 PN0202'(46.3 FT) SOUTHEAST OF THE SOUTH CORNER OF THE CHAMBER OF COMMERCE
 PN0202'BUILDING, 9.2 M (30.2 FT) NORTH OF THE CENTER OF THE AVENUE, AND 0.2 M
 PN0202'(0.7 FT) NORTH OF THE NORTH EDGE OF A SIDEWALK.
 PN0202'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 PN0202
 PN0202                          STATION RECOVERY (1995)
 PN0202
 PN0202'RECOVERY NOTE BY US POWER SQUADRON 1995
 PN0202'RECOVERED IN GOOD CONDITION.
 PN0202
 PN0202                          STATION RECOVERY (2001)
 PN0202
 PN0202'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PN0202'THE STATION IS LOCATED ABOUT 32 KM NORTHWEST OF APPLETON AND IN NEW
 PN0202'LONDON. OWNERSHIP--CITY OF NEW LONDON. TO REACH THE STATION FROM THE
 PN0202'JUNCTION OF US HIGHWAY 45 WITH STATE HIGHWAY 54 ABOUT 17 KM
 PN0202'SOUTH-SOUTHWEST OF GREEN BAY, GO WEST ON STATE HIGHWAY 54 FOR 0.6 KM
 PN0202'TO SHAWANO STREET (COUNTY HIGHWAY D), TURN LEFT AND GO SOUTH ON
 PN0202'SHAWANO STREET FOR 1.6 KM TO BEACON STREET, TURN LEFT AND GO EAST ON
 PN0202'BEACON STREET FOR 0.8 KM TO THE STATION ON THE LEFT. THE STATION IS A
 PN0202'BRONZE US COAST AND GEODETIC BENCHMARK DISK SET IN THE TOP OF A 20-CM
 PN0202'DIAMETER SQUARE CONCRETE POST ABOUT 0.1 M ABOVE THE STREET PAVEMENT.
 PN0202'THE STATION IS 9.3 M NORTH OF THE CENTERLINE OF EAST BEACON STREET,
 PN0202'39.8 M EAST OF THE CENTERLINE OF DIVISION STREET, 15.6 M SOUTHWEST OF
 PN0202'LIGHTPOLE --118G--, 14.7 M SOUTH OF THE SOUTHEAST CORNER OF A BRICK
 PN0202'BUILDING --BATHROOMS--, 10.5 M WEST OF A --FRANKLIN PARK-- SIGN. ---
 PN0202'NOTE---THIS STATION HAS OBSTRUCTIONS IN ALL 4 QUADRANTS EXTENDING
 PN0202'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 PN0202
 PN0202                          STATION RECOVERY (2003)
 PN0202
 PN0202'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0202'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 8.5 FEET SOUTH OF
 PN0202'THE EAST END OF A STONE FOUNDATION FOR HISTORICAL SIGN -BIRTHPLACE OF
 PN0202'THE AMERICAN WATER SPANIEL-, 4 INCHES NORTH OF THE NORTH EDGE OF A
 PN0202'CONCRETE SIDEWALK.
 PN0202
 PN0202                          STATION RECOVERY (2005)
 PN0202
 PN0202'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PN0202'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0730 ***********************************************************************
 ON0730  DESIGNATION -  J 230
 ON0730  PID         -  ON0730
 ON0730  STATE/COUNTY-  WI/MONROE
 ON0730  USGS QUAD   -  SPARTA (1983)
 ON0730
 ON0730                         *CURRENT SURVEY CONTROL
 ON0730  ___________________________________________________________________
 ON0730* NAD 83(1986)-  43 54 55.     (N)    090 51 09.     (W)     SCALED    
 ON0730* NAVD 88     -       233.584  (meters)     766.35   (feet)  ADJUSTED  
 ON0730  ___________________________________________________________________
 ON0730  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 ON0730  DYNAMIC HT  -         233.538 (meters)     766.20  (feet)  COMP
 ON0730  MODELED GRAV-     980,417.6   (mgal)                       NAVD 88
 ON0730
 ON0730  VERT ORDER  -  FIRST     CLASS II
 ON0730
 ON0730.The horizontal coordinates were scaled from a topographic map and have
 ON0730.an estimated accuracy of +/- 6 seconds.
 ON0730
 ON0730.The orthometric height was determined by differential leveling
 ON0730.and adjusted by the National Geodetic Survey in June 1991..
 ON0730
 ON0730.The geoid height was determined by GEOID03.
 ON0730
 ON0730.The dynamic height is computed by dividing the NAVD 88
 ON0730.geopotential number by the normal gravity value computed on the
 ON0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0730.degrees latitude (g = 980.6199 gals.).
 ON0730
 ON0730.The modeled gravity was interpolated from observed gravity values.
 ON0730
 ON0730;                    North         East    Units  Estimated Accuracy
 ON0730;SPC WI S     -   213,120.      531,530.      MT  (+/- 180 meters Scaled)
 ON0730
 ON0730                          SUPERSEDED SURVEY CONTROL
 ON0730
 ON0730.No superseded survey control is available for this station.
 ON0730
 ON0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ724647(NAD 83)
 ON0730_MARKER: F = FLANGE-ENCASED ROD
 ON0730_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ON0730_SP_SET: STAINLESS STEEL ROD
 ON0730_STAMPING: J 230 1985
 ON0730_MARK LOGO: NGS   
 ON0730_PROJECTION: FLUSH
 ON0730_MAGNETIC: I = MARKER IS A STEEL ROD
 ON0730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0730_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0730+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2003
 ON0730_ROD/PIPE-DEPTH: 12.2 meters
 ON0730
 ON0730  HISTORY     - Date     Condition        Report By
 ON0730  HISTORY     - 1985     MONUMENTED       NGS
 ON0730  HISTORY     - 20021009 GOOD             WIDT
 ON0730  HISTORY     - 20030519 GOOD             USPSQD
 ON0730
 ON0730                          STATION DESCRIPTION
 ON0730
 ON0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ON0730'5.5 KM (3.4 MI) SW FROM SPARTA.
 ON0730'0.8 KM (0.5 MI) WEST ALONG STATE HIGHWAY 16 FROM ITS JUNCTION WITH
 ON0730'STATE HIGHWAY 21 IN SPARTA, THENCE 2.1 KM (1.3 MI) SOUTH ALONG STATE
 ON0730'HIGHWAY 27, THENCE 2.6 KM (1.6 MI) WESTERLY ALONG INTERSTATE HIGHWAY
 ON0730'90, 23.3 M (76.4 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF
 ON0730'THE HIGHWAY, 16.8 M (55.1 FT) NORTH OF THE WEST END OF A HIGHWAY
 ON0730'BRIDGE SPANNING LITTLE LA CROSSE RIVER, AND 0.5 M (1.6 FT) WEST OF A
 ON0730'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 ON0730'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 ON0730'THE MARK IS 1.6 M BELOW THE HIGHWAY.
 ON0730
 ON0730                          STATION RECOVERY (2002)
 ON0730
 ON0730'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (DJH)
 ON0730'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 ON0730'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 WITH STATE HIGHWAY
 ON0730'27 ABOUT 2 MI (3.22 KM) SOUTH OF THE CITY OF SPARTA, GO WEST ON
 ON0730'INTERSTATE HIGHWAY 90 FOR 1.6 MI (2.57 KM) TO THE LITTLE LA CROSSE
 ON0730'RIVER BRIDGE AND THE STATION ON THE RIGHT.  THE STATION IS A NATIONAL
 ON0730'GEODETIC SURVEY STEEL ROD AND LOGO CAP VERTICAL CONTROL STATION ABOUT
 ON0730'2 M (6.6 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 16.5 M (54.1
 ON0730'FT) NORTH OF THE NORTH END OF THE WEST BRIDGE ABUTMENT OF THE WEST
 ON0730'BOUND LANES ON INTERSTATE HIGHWAY 90, 8.8 M (28.9 FT) SOUTH OF THE
 ON0730'SOUTH END OF THE WEST BRIDGE ABUTMENT OF BRIDGE NUMBER --B-41-78-68--,
 ON0730'0.4 M (1.3 FT) SOUTHWEST OF A WOOD CORNER FENCE POST AND 0.4 M (1.3
 ON0730'FT) SOUTH OF AN ORANGE FIBERGLASS WITNESS POST.  ---NOTE---THIS
 ON0730'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 ON0730'ABOVE THE HORIZON EXCEPT FOR TREES IN THE NORTHERN QUADRANT EXTENDING
 ON0730'TO 40 DEGREES ABOVE THE HORIZON.
 ON0730
 ON0730                          STATION RECOVERY (2003)
 ON0730
 ON0730'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 ON0730'RECOVERED IN GOOD CONDITION. TREES TO THE NORTH OBSTRUCT SATELLITE
 ON0730'OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0718 ***********************************************************************
 ON0718  DESIGNATION -  J 231
 ON0718  PID         -  ON0718
 ON0718  STATE/COUNTY-  WI/LA CROSSE
 ON0718  USGS QUAD   -  WEST SALEM (1993)
 ON0718
 ON0718                         *CURRENT SURVEY CONTROL
 ON0718  ___________________________________________________________________
 ON0718* NAD 83(1986)-  43 53 28.     (N)    091 05 26.     (W)     SCALED    
 ON0718* NAVD 88     -       241.389  (meters)     791.96   (feet)  ADJUSTED  
 ON0718  ___________________________________________________________________
 ON0718  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 ON0718  DYNAMIC HT  -         241.344 (meters)     791.81  (feet)  COMP
 ON0718  MODELED GRAV-     980,426.0   (mgal)                       NAVD 88
 ON0718
 ON0718  VERT ORDER  -  FIRST     CLASS II
 ON0718
 ON0718.The horizontal coordinates were scaled from a topographic map and have
 ON0718.an estimated accuracy of +/- 6 seconds.
 ON0718
 ON0718.The orthometric height was determined by differential leveling
 ON0718.and adjusted by the National Geodetic Survey in June 1991..
 ON0718
 ON0718.The geoid height was determined by GEOID03.
 ON0718
 ON0718.The dynamic height is computed by dividing the NAVD 88
 ON0718.geopotential number by the normal gravity value computed on the
 ON0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0718.degrees latitude (g = 980.6199 gals.).
 ON0718
 ON0718.The modeled gravity was interpolated from observed gravity values.
 ON0718
 ON0718;                    North         East    Units  Estimated Accuracy
 ON0718;SPC WI S     -   210,660.      512,380.      MT  (+/- 180 meters Scaled)
 ON0718
 ON0718                          SUPERSEDED SURVEY CONTROL
 ON0718
 ON0718.No superseded survey control is available for this station.
 ON0718
 ON0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ533615(NAD 83)
 ON0718_MARKER: DB = BENCH MARK DISK
 ON0718_SETTING: 66 = SET IN ROCK OUTCROP
 ON0718_SP_SET: ROCK OUTCROP
 ON0718_STAMPING: J 231 1985
 ON0718_MARK LOGO: NGS   
 ON0718_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ON0718_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ON0718+STABILITY: POSITION/ELEVATION WELL
 ON0718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON0718+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2003
 ON0718
 ON0718  HISTORY     - Date     Condition        Report By
 ON0718  HISTORY     - 1985     MONUMENTED       NGS
 ON0718  HISTORY     - 20021008 GOOD             WIDT
 ON0718  HISTORY     - 20030519 GOOD             USPSQD
 ON0718
 ON0718                          STATION DESCRIPTION
 ON0718
 ON0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ON0718'19.7 KM (12.25 MI) EAST FROM LA CROSSE.
 ON0718'6.7 KM (4.15 MI) NORTH ALONG U.S. HIGHWAY 53 FROM ITS JUNCTION WITH
 ON0718'U.S. HIGHWAYS 14 AND 16 IN LA CROSSE, THENCE 13.0 KM (8.05 MI)
 ON0718'EASTERLY ALONG INTERSTATE HIGHWAY 90, 1.3 KM (0.8 MI) WEST OF THE
 ON0718'INTERSECTION OF COUNTY ROAD C (EXIT 12), NEAR THE WESTERN END OF A
 ON0718'15- BY 227-FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 52.0 M
 ON0718'(170.6 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 ON0718'HIGHWAY, 11.2 M (36.7 FT) SOUTH OF THE CENTERLINE OF COUNTY ROAD C,
 ON0718'7.1 M (23.3 FT) EAST OF THE WEST END OF THE CUT, AND 6.1 M (20.0 FT)
 ON0718'NORTH OF THE CENTER OF A DRIVEWAY LEADING TO THE DAVID WERNER
 ON0718'RESIDENCE (FIRE NUMBER W3697).
 ON0718'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 ON0718'THE MARK IS 0.9 M ABOVE THE ROAD.
 ON0718
 ON0718                          STATION RECOVERY (2002)
 ON0718
 ON0718'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (DJH)
 ON0718'OWNERSHIP--LA CROSSE COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 ON0718'OF INTERSTATE HIGHWAY 90 WITH COUNTY HIGHWAY C IN THE VILLAGE OF WEST
 ON0718'SALEM, GO SOUTH ON COUNTY HIGHWAY C FOR 0.1 MI (0.16 KM) TO WHERE
 ON0718'COUNTY HIGHWAY C TURNS TO THE WEST, TURN RIGHT AND GO WEST ON COUNTY
 ON0718'HIGHWAY C FOR 0.8 MI (1.29 KM) TO THE STATION ON THE LEFT.  THE
 ON0718'STATION IS A BRONZE NATIONAL GEODETIC SURVEY VERTICAL CONTROL STATION
 ON0718'SET IN A ROCK OUTCROP ABOUT 1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT.
 ON0718'THE STATION IS 11.1 M (36.4 FT) SOUTH OF THE CENTERLINE OF COUNTY
 ON0718'HIGHWAY C, 62 M (203.4 FT) EAST OF THE JUNCTION OF COUNTY HIGHWAY C
 ON0718'WITH PRIVATE ENTRANCE --W3679, W681, W3697-- AND 6 M (19.7 FT) NORTH
 ON0718'OF THE CENTERLINE OF A GRAVEL PRIVATE ENTRANCE --W3679, W681, W3697--.
 ON0718'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 ON0718'THAN 20 DEGREES ABOVE THE HORIZON.
 ON0718
 ON0718                          STATION RECOVERY (2003)
 ON0718
 ON0718'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 ON0718'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 190 FEET EAST
 ON0718'OF A DRIVEWAY AT THE WESTERN END OF THE EXPOSED BEDROCK.  A PINK ARROW
 ON0718'WAS PAINTED ON THE BEDROCK HIGHLIGHTING THE MARK.  THERE IS NO WITNESS
 ON0718'POST PRESENT.  THERE ARE NO VISIBLE OBSTRUCTIONS HIGHER THAN 15
 ON0718'DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0023 ***********************************************************************
 QM0023  DESIGNATION -  J 24
 QM0023  PID         -  QM0023
 QM0023  STATE/COUNTY-  WI/MARINETTE
 QM0023  USGS QUAD   -  DUNBAR NE (1981)
 QM0023
 QM0023                         *CURRENT SURVEY CONTROL
 QM0023  ___________________________________________________________________
 QM0023* NAD 83(1991)-  45 37 56.22035(N)    088 00 37.60053(W)     ADJUSTED  
 QM0023* NAVD 88     -       294.028  (meters)     964.66   (feet)  ADJUSTED  
 QM0023  ___________________________________________________________________
 QM0023  X           -     155,110.362 (meters)                     COMP
 QM0023  Y           -  -4,465,116.583 (meters)                     COMP
 QM0023  Z           -   4,536,947.216 (meters)                     COMP
 QM0023  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 QM0023  ELLIP HEIGHT-         258.94  (meters)          (07/17/02) GPS OBS
 QM0023  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 QM0023  DYNAMIC HT  -         294.014 (meters)     964.61  (feet)  COMP
 QM0023  MODELED GRAV-     980,561.3   (mgal)                       NAVD 88
 QM0023
 QM0023  HORZ ORDER  -  FIRST
 QM0023  VERT ORDER  -  SECOND    CLASS 0
 QM0023  ELLP ORDER  -  FOURTH    CLASS I
 QM0023
 QM0023.The horizontal coordinates were established by GPS observations
 QM0023.and adjusted by the National Geodetic Survey in March 1995..
 QM0023
 QM0023.The orthometric height was determined by differential leveling
 QM0023.and adjusted by the National Geodetic Survey in June 1991..
 QM0023
 QM0023.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0023
 QM0023.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0023
 QM0023.The ellipsoidal height was determined by GPS observations
 QM0023.and is referenced to NAD 83.
 QM0023
 QM0023.The geoid height was determined by GEOID03.
 QM0023
 QM0023.The dynamic height is computed by dividing the NAVD 88
 QM0023.geopotential number by the normal gravity value computed on the
 QM0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0023.degrees latitude (g = 980.6199 gals.).
 QM0023
 QM0023.The modeled gravity was interpolated from observed gravity values.
 QM0023
 QM0023;                    North         East     Units Scale Factor Converg.
 QM0023;SPC WI C     -   201,808.479   755,124.055   MT  1.00002788   +1 24 13.6
 QM0023;SPC WI C     -   662,099.98  2,477,436.17   sFT  1.00002788   +1 24 13.6
 QM0023;UTM  16      - 5,053,689.458   421,242.351   MT  0.99967626   -0 43 20.5
 QM0023
 QM0023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0023!SPC WI C     -   0.99995941  x   1.00002788  =   0.99998729
 QM0023!UTM  16      -   0.99995941  x   0.99967626  =   0.99963568
 QM0023
 QM0023                          SUPERSEDED SURVEY CONTROL
 QM0023
 QM0023  NAVD 88 (03/30/95)  294.03   (m)          964.7    (f) LEVELING    3  
 QM0023  NGVD 29 (??/??/92)  294.032  (m)          964.67   (f) ADJ UNCH    2 0
 QM0023
 QM0023.Superseded values are not recommended for survey control.
 QM0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0023.See file dsdata.txt to determine how the superseded data were derived.
 QM0023
 QM0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR2124253689(NAD 83)
 QM0023_MARKER: DB = BENCH MARK DISK
 QM0023_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QM0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0023_STAMPING: J 24 1934
 QM0023_MARK LOGO: CGS   
 QM0023_MAGNETIC: N = NO MAGNETIC MATERIAL
 QM0023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QM0023+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1992
 QM0023
 QM0023  HISTORY     - Date     Condition        Report By
 QM0023  HISTORY     - 1934     MONUMENTED       CGS
 QM0023  HISTORY     - 19920415 GOOD             MIDT
 QM0023  HISTORY     - 20010331 MARK NOT FOUND   NGS
 QM0023  HISTORY     - 20051115 MARK NOT FOUND   WIDT
 QM0023
 QM0023                          STATION DESCRIPTION
 QM0023
 QM0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QM0023'1 MI W FROM PEMBINE.
 QM0023'1.0 MILE WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QM0023'MARIE RAILROAD FROM THE STATION AT PEMBINE, MARINETTE COUNTY,
 QM0023'AT MILEAGE 288.6, 90 FEET EAST OF A RAILROAD CROSSING ONE MILE
 QM0023'SIGN, AND 18 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK.
 QM0023'A STANDARD DISK, STAMPED J 24 1934 AND SET IN THE TOP OF A
 QM0023'CONCRETE POST.
 QM0023
 QM0023                          STATION RECOVERY (1992)
 QM0023
 QM0023'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (BRT)
 QM0023'STATION IS LOCATED IN QUAD. 450881, ABOUT 1.0 MILE (1.6 KM) WEST OF
 QM0023'PEMBINE, WISCONSIN. ALONG AN EAST-WEST RAILROAD, IN SECTION 33,
 QM0023'T-37-N, R-20-E, PEMBINE TOWNSHIP, MARINETTE COUNTY, AND ON THE PEMBINE
 QM0023'QUADRANGLE MAP.
 QM0023' 
 QM0023'TO REACH FROM THE RAILROAD CROSSING AND SAULT STREET, ABOUT 300 FT
 QM0023'(91.4 M) SOUTH OF THE RAILROAD STATION IN PEMBINE, GO WEST ON SAULT
 QM0023'ST. FOR ABOUT 500 FT (152.4 M) CROSSING OVER SECOND RAILROAD TRACK TO
 QM0023'STREET LEFT, AGUETTE ST.  TURN LEFT GOING BACK SOUTH AND WEST FOR 0.85
 QM0023'MI (1.37 KM) TO A HOUSE ON LEFT.  PROPERTY OWNER IS MR. HENRY REED,
 QM0023'TOWN OF PEMBINE FIRE NO. 8355,  PO BOX 292, PEMBINE, WI 54156. PHONE
 QM0023'NUMBER (715) 3246-5058. TO ACCESS BENCH MARK VIA MR. REED'S PROPERTY
 QM0023'PLEASE CONTACT IN ADVANCE.  THE POINT IS AT CLOSE PROXIMITY OF MR
 QM0023'REEDS' SOUTHWEST CORNER AND RAILROAD RIGHT OF WAY.
 QM0023' 
 QM0023'STATION IS 90.0 FT (27.4 M) EAST FROM A SIGN "RAILROAD CROSSING ONE
 QM0023'MILE", 32 FT (9.8 M) SOUTH FROM A FENCE CORNER, 20 FT (6.1 M) NORTH
 QM0023'FROM CENTER OF MAIN TRACK, 150 FT (45.7 M) EAST FROM JUNCTION FOR A
 QM0023'SIDE TRACK, 2 FT (0.6 M) SOUTH OF A CARSONITE WITNESS POST AND IS
 QM0023'ABOUT LEVEL WITH THE MAIN TRACK.
 QM0023
 QM0023                          STATION RECOVERY (2001)
 QM0023
 QM0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QM0023'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QM0023
 QM0023                          STATION RECOVERY (2005)
 QM0023
 QM0023'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0023'MARK NOT FOUND.   ADD SEARCHED AREA FOR EVIDENCE OF STATION, BUT
 QM0023'RECOVERED NOTHING.  LATITUDE AND LONGITUDE PLACE STATION IN AN AREA
 QM0023'THAT HAS BEEN DISTURBED BY HEAVY MACHINERY.   NOTE NEW OWNER OF THE
 QM0023'FORMER REED PROPERTY NOTED THAT THERE WAS A TRAIN DERAILMENT IN THIS
 QM0023'AREA AND THAT THE TRACKS WERE REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0380 ***********************************************************************
 QL0380  DESIGNATION -  J 26
 QL0380  PID         -  QL0380
 QL0380  STATE/COUNTY-  WI/MARINETTE
 QL0380  USGS QUAD   -  AMBERG (1982)
 QL0380
 QL0380                         *CURRENT SURVEY CONTROL
 QL0380  ___________________________________________________________________
 QL0380* NAD 83(1986)-  45 32 33.     (N)    087 59 49.     (W)     SCALED    
 QL0380* NAVD 88     -       292.324  (meters)     959.07   (feet)  ADJUSTED  
 QL0380  ___________________________________________________________________
 QL0380  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 QL0380  DYNAMIC HT  -         292.308 (meters)     959.01  (feet)  COMP
 QL0380  MODELED GRAV-     980,551.0   (mgal)                       NAVD 88
 QL0380
 QL0380  VERT ORDER  -  SECOND    CLASS 0
 QL0380
 QL0380.The horizontal coordinates were scaled from a topographic map and have
 QL0380.an estimated accuracy of +/- 6 seconds.
 QL0380
 QL0380.The orthometric height was determined by differential leveling
 QL0380.and adjusted by the National Geodetic Survey in June 1991..
 QL0380
 QL0380.The geoid height was determined by GEOID03.
 QL0380
 QL0380.The dynamic height is computed by dividing the NAVD 88
 QL0380.geopotential number by the normal gravity value computed on the
 QL0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0380.degrees latitude (g = 980.6199 gals.).
 QL0380
 QL0380.The modeled gravity was interpolated from observed gravity values.
 QL0380
 QL0380;                    North         East    Units  Estimated Accuracy
 QL0380;SPC WI C     -   191,860.      756,420.      MT  (+/- 180 meters Scaled)
 QL0380
 QL0380                          SUPERSEDED SURVEY CONTROL
 QL0380
 QL0380  NGVD 29 (??/??/92)  292.327  (m)          959.08   (f) ADJ UNCH    2 0
 QL0380
 QL0380.Superseded values are not recommended for survey control.
 QL0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0380.See file dsdata.txt to determine how the superseded data were derived.
 QL0380
 QL0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR221437(NAD 83)
 QL0380_MARKER: DB = BENCH MARK DISK
 QL0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0380_STAMPING: J 26 1934
 QL0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0380+STABILITY: SURFACE MOTION
 QL0380
 QL0380  HISTORY     - Date     Condition        Report By
 QL0380  HISTORY     - 1934     MONUMENTED       CGS
 QL0380  HISTORY     - 20010331 MARK NOT FOUND   NGS
 QL0380  HISTORY     - 20040423 MARK NOT FOUND   GEOCAC
 QL0380  HISTORY     - 20051128 MARK NOT FOUND   WIDT
 QL0380
 QL0380                          STATION DESCRIPTION
 QL0380
 QL0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QL0380'6.4 MI S FROM PEMBINE.
 QL0380'6.4 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QL0380'PACIFIC RAILROAD FROM THE STATION AT PEMBINE, MARINETTE COUNTY,
 QL0380'125 FEET SOUTH OF MILEPOST 271, 28 FEET EAST OF THE CENTERLINE
 QL0380'OF THE MAIN TRACK, 48 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY
 QL0380'141, AND 3 FEET SOUTHWEST OF A POLE.  A STANDARD DISK, STAMPED
 QL0380'J 26 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QL0380
 QL0380                          STATION RECOVERY (2001)
 QL0380
 QL0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QL0380'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QL0380
 QL0380                          STATION RECOVERY (2004)
 QL0380
 QL0380'RECOVERY NOTE BY GEOCACHING 2004 (RFC)
 QL0380'MARK NOT FOUND.
 QL0380
 QL0380                          STATION RECOVERY (2005)
 QL0380
 QL0380'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QL0380'MARK NOT FOUND.   ADD RECOVERED THE PREVIOUSLY DESCRIBED MILEPOST, BUT
 QL0380'RECOVERED NO EVIDENCE OF THE STATION AT THE PUBLISHED DISTANCES FROM
 QL0380'THE MILE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0377 ***********************************************************************
 PN0377  DESIGNATION -  J 28
 PN0377  PID         -  PN0377
 PN0377  STATE/COUNTY-  WI/SHAWANO
 PN0377  USGS QUAD   -  BIRNAMWOOD (1982)
 PN0377
 PN0377                         *CURRENT SURVEY CONTROL
 PN0377  ___________________________________________________________________
 PN0377* NAD 83(1986)-  44 59 10.     (N)    089 12 48.     (W)     SCALED    
 PN0377* NAVD 88     -       422.349  (meters)    1385.66   (feet)  ADJUSTED  
 PN0377  ___________________________________________________________________
 PN0377  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 PN0377  DYNAMIC HT  -         422.283 (meters)    1385.44  (feet)  COMP
 PN0377  MODELED GRAV-     980,450.0   (mgal)                       NAVD 88
 PN0377
 PN0377  VERT ORDER  -  SECOND    CLASS 0
 PN0377
 PN0377.The horizontal coordinates were scaled from a topographic map and have
 PN0377.an estimated accuracy of +/- 6 seconds.
 PN0377
 PN0377.The orthometric height was determined by differential leveling
 PN0377.and adjusted by the National Geodetic Survey in June 1991..
 PN0377
 PN0377.The geoid height was determined by GEOID03.
 PN0377
 PN0377.The dynamic height is computed by dividing the NAVD 88
 PN0377.geopotential number by the normal gravity value computed on the
 PN0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0377.degrees latitude (g = 980.6199 gals.).
 PN0377
 PN0377.The modeled gravity was interpolated from observed gravity values.
 PN0377
 PN0377;                    North         East    Units  Estimated Accuracy
 PN0377;SPC WI C     -   128,400.      662,040.      MT  (+/- 180 meters Scaled)
 PN0377
 PN0377                          SUPERSEDED SURVEY CONTROL
 PN0377
 PN0377  NGVD 29 (??/??/92)  422.353  (m)         1385.67   (f) ADJ UNCH    2 0
 PN0377
 PN0377.Superseded values are not recommended for survey control.
 PN0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0377.See file dsdata.txt to determine how the superseded data were derived.
 PN0377
 PN0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ255837(NAD 83)
 PN0377_MARKER: DB = BENCH MARK DISK
 PN0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0377+STABILITY: SURFACE MOTION
 PN0377
 PN0377  HISTORY     - Date     Condition        Report By
 PN0377  HISTORY     - UNK      MONUMENTED       CGS
 PN0377  HISTORY     - 1934     GOOD             NGS
 PN0377  HISTORY     - 20050708 MARK NOT FOUND   WIDT
 PN0377
 PN0377                          STATION DESCRIPTION
 PN0377
 PN0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PN0377'1.9 MI S FROM ANIWA.
 PN0377'ALONG CHICAGO AND NORTH-WESTERN RY., 0.2 MILE S. OF MP 196.
 PN0377'MARK IS AT FENCE AT WASHBURNS SIDING, 17 YDS. E. OF CENTERLINE
 PN0377'OF TRACK, 17 YDS. N. OF CENTERLINE OF CROSSING AND 1 YD. N. OF
 PN0377'CORNER FENCE POST.
 PN0377
 PN0377                          STATION RECOVERY (2005)
 PN0377
 PN0377'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0377'NOT FOUND.  ADD--RECOVERED OLD FIELD FENCE LINES, BUT NO EVIDENCE OF
 PN0377'THE MONUMENT WAS RECOVERED. THE RAILROAD TRACKS HAVE ALSO BEEN
 PN0377'REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0323 ***********************************************************************
 QM0323  DESIGNATION -  J 29
 QM0323  PID         -  QM0323
 QM0323  STATE/COUNTY-  WI/ONEIDA
 QM0323  USGS QUAD   -  ELCHO (1973)
 QM0323
 QM0323                         *CURRENT SURVEY CONTROL
 QM0323  ___________________________________________________________________
 QM0323* NAD 83(1986)-  45 29 57.     (N)    089 09 58.     (W)     SCALED    
 QM0323* NAVD 88     -       489.400  (meters)    1605.64   (feet)  ADJUSTED  
 QM0323  ___________________________________________________________________
 QM0323  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 QM0323  DYNAMIC HT  -         489.353 (meters)    1605.49  (feet)  COMP
 QM0323  MODELED GRAV-     980,505.1   (mgal)                       NAVD 88
 QM0323
 QM0323  VERT ORDER  -  SECOND    CLASS 0
 QM0323
 QM0323.The horizontal coordinates were scaled from a topographic map and have
 QM0323.an estimated accuracy of +/- 6 seconds.
 QM0323
 QM0323.The orthometric height was determined by differential leveling
 QM0323.and adjusted by the National Geodetic Survey in June 1991..
 QM0323
 QM0323.The geoid height was determined by GEOID03.
 QM0323
 QM0323.The dynamic height is computed by dividing the NAVD 88
 QM0323.geopotential number by the normal gravity value computed on the
 QM0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0323.degrees latitude (g = 980.6199 gals.).
 QM0323
 QM0323.The modeled gravity was interpolated from observed gravity values.
 QM0323
 QM0323;                    North         East    Units  Estimated Accuracy
 QM0323;SPC WI N     -    37,300.      665,180.      MT  (+/- 180 meters Scaled)
 QM0323
 QM0323                          SUPERSEDED SURVEY CONTROL
 QM0323
 QM0323  NGVD 29 (??/??/92)  489.382  (m)         1605.58   (f) ADJ UNCH    2 0
 QM0323
 QM0323.Superseded values are not recommended for survey control.
 QM0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0323.See file dsdata.txt to determine how the superseded data were derived.
 QM0323
 QM0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR307406(NAD 83)
 QM0323_MARKER: DB = BENCH MARK DISK
 QM0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0323+STABILITY: SURFACE MOTION
 QM0323
 QM0323  HISTORY     - Date     Condition        Report By
 QM0323  HISTORY     - UNK      MONUMENTED       CGS
 QM0323  HISTORY     - 1934     GOOD             NGS
 QM0323  HISTORY     - 1955     POOR             LOCENG
 QM0323  HISTORY     - 20050818 MARK NOT FOUND   WIDT
 QM0323
 QM0323                          STATION DESCRIPTION
 QM0323
 QM0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QM0323'AT PELICAN LAKE.
 QM0323'ALONG CHICAGO AND NORTHWESTERN RY. 50 YDS. S. OF PELICAN LAKE
 QM0323'STATION.  MARK IS 6 YDS. W. OF CENTER LINE OF MAIN TRACK, 7
 QM0323'YDS. N. OF CENTER LINE OF CROSSING AND 2 YDS. N.E. OF TELEGRAPH
 QM0323'POLE.
 QM0323
 QM0323                          STATION RECOVERY (1955)
 QM0323
 QM0323'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1955
 QM0323'MARK RECOVERED IN POOR CONDITION.
 QM0323
 QM0323                          STATION RECOVERY (2005)
 QM0323
 QM0323'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0323'MARK NOT FOUND.  ADD--DISTANCES PLACE STATION IN AN AREA THAT HAS BEEN
 QM0323'REGRADED, NO EVIDENCE OF THE MONUMENT REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0012 ***********************************************************************
 NH0012  DESIGNATION -  J 3
 NH0012  PID         -  NH0012
 NH0012  STATE/COUNTY-  WI/RACINE
 NH0012  USGS QUAD   -  UNION GROVE (1971)
 NH0012
 NH0012                         *CURRENT SURVEY CONTROL
 NH0012  ___________________________________________________________________
 NH0012* NAD 83(1986)-  42 41 31.     (N)    088 00 18.     (W)     SCALED    
 NH0012* NAVD 88     -       228.295  (meters)     749.00   (feet)  ADJUSTED  
 NH0012  ___________________________________________________________________
 NH0012  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 NH0012  DYNAMIC HT  -         228.227 (meters)     748.77  (feet)  COMP
 NH0012  MODELED GRAV-     980,318.5   (mgal)                       NAVD 88
 NH0012
 NH0012  VERT ORDER  -  SECOND    CLASS I
 NH0012
 NH0012.The horizontal coordinates were scaled from a topographic map and have
 NH0012.an estimated accuracy of +/- 6 seconds.
 NH0012
 NH0012.The orthometric height was determined by differential leveling
 NH0012.and adjusted by the National Geodetic Survey in February 2004..
 NH0012
 NH0012.The geoid height was determined by GEOID03.
 NH0012
 NH0012.The dynamic height is computed by dividing the NAVD 88
 NH0012.geopotential number by the normal gravity value computed on the
 NH0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0012.degrees latitude (g = 980.6199 gals.).
 NH0012
 NH0012.The modeled gravity was interpolated from observed gravity values.
 NH0012
 NH0012;                    North         East    Units  Estimated Accuracy
 NH0012;SPC WI S     -    78,830.      763,470.      MT  (+/- 180 meters Scaled)
 NH0012
 NH0012                          SUPERSEDED SURVEY CONTROL
 NH0012
 NH0012  NAVD 88 (06/15/91)  228.248  (m)          748.84   (f) UNKNOWN     1 2
 NH0012  NGVD 29 (??/??/92)  228.329  (m)          749.11   (f) ADJ UNCH    1 2
 NH0012
 NH0012.Superseded values are not recommended for survey control.
 NH0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0012.See file dsdata.txt to determine how the superseded data were derived.
 NH0012
 NH0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN176270(NAD 83)
 NH0012_MARKER: DB = BENCH MARK DISK
 NH0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0012_STAMPING: 749.109 J 3 1930
 NH0012_MARK LOGO: CGS   
 NH0012_PROJECTION: FLUSH
 NH0012_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NH0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0012+STABILITY: SURFACE MOTION
 NH0012_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NH0012+SATELLITE: SATELLITE OBSERVATIONS - 2001
 NH0012
 NH0012  HISTORY     - Date     Condition        Report By
 NH0012  HISTORY     - 1930     MONUMENTED       CGS
 NH0012  HISTORY     - 1956     GOOD             USGS
 NH0012  HISTORY     - 2001     GOOD             WIDT
 NH0012
 NH0012                          STATION DESCRIPTION
 NH0012
 NH0012'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 NH0012'2.6 MI E FROM UNION GROVE.
 NH0012'2.6 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 NH0012'RAILROAD FROM UNION GROVE, RACINE COUNTY, 20 FEET EAST OF THE
 NH0012'CROSSING OF A NORTH-AND-SOUTH ROAD, AND 25 FEET SOUTH OF THE
 NH0012'SOUTH RAIL.  A STANDARD DISK, STAMPED 749.109 J 3 1930 AND SET
 NH0012'IN THE TOP OF A CONCRETE POST.
 NH0012
 NH0012                          STATION RECOVERY (2001)
 NH0012
 NH0012'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 NH0012'THE STATION IS LOCATED ABOUT 19 KM NORTHWEST OF KENOSHA AND ABOUT 4
 NH0012'KM EAST OF UNION GROVE.  OWNERSHIP--CANADIAN PACIFIC RAILWAY. TO
 NH0012'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 WITH
 NH0012'STATE HIGHWAY 11 (EXIT 335) ABOUT 3 KM WEST OF THE VILLAGE OF
 NH0012'STURTEVANT, GO WEST ON STATE HIGHWAY 11 FOR 4.5 KM TO 59TH STREET ON
 NH0012'THE RIGHT, TURN RIGHT AND GO NORTH ON 59TH STREET FOR 0.6 KM TO THE
 NH0012'STATION ON THE RIGHT. THE STATION IS A BRONZE US COAST AND GEODETIC
 NH0012'SURVEY BENCH MARK DISK SET IN THE TOP OF A 31-CM SQUARE CONCRETE POST
 NH0012'AND ABOUT LEVEL WITH THE STREET PAVEMENT. THE STATION IS 6.9 M EAST
 NH0012'OF THE CENTERLINE OF 59TH STREET, 7.9 M SOUTH OF THE SOUTH RAIL, 3.6
 NH0012'M SOUTHEAST OF WOOD POST FOR A --STOP RAILROAD CROSSING-- SIGN, 17.6
 NH0012'M NORTH OF POWER POLE --98-12029--, AND 12 M NORTH OF THE CENTERLINE
 NH0012'OF A FIELD ENTRANCE.  ---NOTE---THE STATION IS 0.5 M WEST OF AN
 NH0012'ORANGE FIBERGLASS WITNESS POST. ---NOTE---THIS STATION IS NOT
 NH0012'SUITABLE FOR GPS DUE TO TREES OVERHANGING THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0121 ***********************************************************************
 QM0121  DESIGNATION -  J 30
 QM0121  PID         -  QM0121
 QM0121  STATE/COUNTY-  WI/LANGLADE
 QM0121  USGS QUAD   -  POLAR (1973)
 QM0121
 QM0121                         *CURRENT SURVEY CONTROL
 QM0121  ___________________________________________________________________
 QM0121* NAD 83(1986)-  45 10 06.     (N)    088 52 51.     (W)     SCALED    
 QM0121* NAVD 88     -       421.242  (meters)    1382.02   (feet)  ADJUSTED  
 QM0121  ___________________________________________________________________
 QM0121  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 QM0121  DYNAMIC HT  -         421.185 (meters)    1381.84  (feet)  COMP
 QM0121  MODELED GRAV-     980,469.8   (mgal)                       NAVD 88
 QM0121
 QM0121  VERT ORDER  -  SECOND    CLASS 0
 QM0121
 QM0121.The horizontal coordinates were scaled from a topographic map and have
 QM0121.an estimated accuracy of +/- 6 seconds.
 QM0121
 QM0121.The orthometric height was determined by differential leveling
 QM0121.and adjusted by the National Geodetic Survey in June 1991..
 QM0121
 QM0121.The geoid height was determined by GEOID03.
 QM0121
 QM0121.The dynamic height is computed by dividing the NAVD 88
 QM0121.geopotential number by the normal gravity value computed on the
 QM0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0121.degrees latitude (g = 980.6199 gals.).
 QM0121
 QM0121.The modeled gravity was interpolated from observed gravity values.
 QM0121
 QM0121;                    North         East    Units  Estimated Accuracy
 QM0121;SPC WI C     -   148,950.      687,980.      MT  (+/- 180 meters Scaled)
 QM0121
 QM0121                          SUPERSEDED SURVEY CONTROL
 QM0121
 QM0121  NGVD 29 (??/??/92)  421.234  (m)         1382.00   (f) ADJ UNCH    2 0
 QM0121
 QM0121.Superseded values are not recommended for survey control.
 QM0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0121.See file dsdata.txt to determine how the superseded data were derived.
 QM0121
 QM0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR521033(NAD 83)
 QM0121_MARKER: DB = BENCH MARK DISK
 QM0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0121+STABILITY: SURFACE MOTION
 QM0121
 QM0121  HISTORY     - Date     Condition        Report By
 QM0121  HISTORY     - UNK      MONUMENTED       CGS
 QM0121  HISTORY     - 1934     GOOD             NGS
 QM0121  HISTORY     - 1973     MARK NOT FOUND   USGS
 QM0121  HISTORY     - 20050906 MARK NOT FOUND   WIDT
 QM0121
 QM0121                          STATION DESCRIPTION
 QM0121
 QM0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QM0121'IN ELTON.
 QM0121'ALONG CHICAGO AND NORTHWESTERN RY. ACROSS TRACK TO THE W. FROM
 QM0121'ELTON STATION.  MARK IS AT N.E. CORNER OF SECTION HOUSE GARDEN,
 QM0121'28 YDS. W. OF CENTER LINE OF TRACK, 52 YDS. S. OF CENTER LINE
 QM0121'OF WIS. HIGHWAY NO. 64 AND 2 YDS. S. OF FENCE CORNER.
 QM0121
 QM0121                          STATION RECOVERY (1973)
 QM0121
 QM0121'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 QM0121'MARK NOT FOUND.
 QM0121
 QM0121                          STATION RECOVERY (2005)
 QM0121
 QM0121'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0121'MARK NOT FOUND. ADD--THERE APPEARS TO BE SOME GROUND EXCAVATING IN THE
 QM0121'AREA, NO EVIDENCE OF STATION REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL0955 ***********************************************************************
 RL0955  DESIGNATION -  J 31
 RL0955  PID         -  RL0955
 RL0955  STATE/COUNTY-  WI/VILAS
 RL0955  USGS QUAD   -  STORMY LAKE (1982)
 RL0955
 RL0955                         *CURRENT SURVEY CONTROL
 RL0955  ___________________________________________________________________
 RL0955* NAD 83(1986)-  46 01 08.     (N)    089 15 32.     (W)     SCALED    
 RL0955* NAVD 88     -       519.953  (meters)    1705.88   (feet)  ADJUSTED  
 RL0955  ___________________________________________________________________
 RL0955  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 RL0955  DYNAMIC HT  -         519.946 (meters)    1705.86  (feet)  COMP
 RL0955  MODELED GRAV-     980,583.8   (mgal)                       NAVD 88
 RL0955
 RL0955  VERT ORDER  -  SECOND    CLASS 0
 RL0955
 RL0955.The horizontal coordinates were scaled from a topographic map and have
 RL0955.an estimated accuracy of +/- 6 seconds.
 RL0955
 RL0955.The orthometric height was determined by differential leveling
 RL0955.and adjusted by the National Geodetic Survey in June 1991..
 RL0955
 RL0955.The geoid height was determined by GEOID03.
 RL0955
 RL0955.The dynamic height is computed by dividing the NAVD 88
 RL0955.geopotential number by the normal gravity value computed on the
 RL0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0955.degrees latitude (g = 980.6199 gals.).
 RL0955
 RL0955.The modeled gravity was interpolated from observed gravity values.
 RL0955
 RL0955;                    North         East    Units  Estimated Accuracy
 RL0955;SPC WI N     -    94,990.      657,390.      MT  (+/- 180 meters Scaled)
 RL0955
 RL0955                          SUPERSEDED SURVEY CONTROL
 RL0955
 RL0955  NGVD 29 (??/??/92)  519.962  (m)         1705.91   (f) ADJ UNCH    2 0
 RL0955
 RL0955.Superseded values are not recommended for survey control.
 RL0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0955.See file dsdata.txt to determine how the superseded data were derived.
 RL0955
 RL0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR251986(NAD 83)
 RL0955_MARKER: DB = BENCH MARK DISK
 RL0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0955+STABILITY: SURFACE MOTION
 RL0955
 RL0955  HISTORY     - Date     Condition        Report By
 RL0955  HISTORY     - UNK      MONUMENTED       CGS
 RL0955  HISTORY     - 1934     GOOD             NGS
 RL0955  HISTORY     - 19960620 MARK NOT FOUND   USPSQD
 RL0955  HISTORY     - 20010619 MARK NOT FOUND   USPSQD
 RL0955  HISTORY     - 20051004 MARK NOT FOUND   WIDT
 RL0955
 RL0955                          STATION DESCRIPTION
 RL0955
 RL0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RL0955'2.7 MI S FROM CONOVER.
 RL0955'2.66 MILES SOUTH ALONG STATE HIGHWAY 26, 30 FEET EAST OF CENTER
 RL0955'OF HIGHWAY, 15 FEET NORTH OF ENTRANCE TO PETER HEDEENS FARM
 RL0955'HOUSE, 2 FEET FROM TELEPHONE POLE, 3 IN ABOVE THE GROUND.
 RL0955
 RL0955                          STATION RECOVERY (1996)
 RL0955
 RL0955'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0955'MARK NOT FOUND.
 RL0955
 RL0955                          STATION RECOVERY (2001)
 RL0955
 RL0955'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0955'MARK NOT FOUND.
 RL0955
 RL0955                          STATION RECOVERY (2005)
 RL0955
 RL0955'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL0955'MARK NOT FOUND.  ADD-ORIGINAL DIMMENSIONS WOULD PLACE STATION IN AREA
 RL0955'RECONSTRUCTED WHEN UNITED STATES HIGHWAY 45 WAS CONSTRUCTED. NO
 RL0955'EVIDENCE OF OLD TELEPHONE POLE WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL0956 ***********************************************************************
 RL0956  DESIGNATION -  J 31 RESET 1951
 RL0956  PID         -  RL0956
 RL0956  STATE/COUNTY-  WI/VILAS
 RL0956  USGS QUAD   -  STORMY LAKE (1982)
 RL0956
 RL0956                         *CURRENT SURVEY CONTROL
 RL0956  ___________________________________________________________________
 RL0956* NAD 83(1986)-  46 01 08.     (N)    089 15 31.     (W)     SCALED    
 RL0956* NAVD 88     -       520.08   (meters)    1706.3    (feet)  RESET     
 RL0956  ___________________________________________________________________
 RL0956  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 RL0956
 RL0956  VERT ORDER  -  THIRD
 RL0956
 RL0956.The horizontal coordinates were scaled from a topographic map and have
 RL0956.an estimated accuracy of +/- 6 seconds.
 RL0956
 RL0956.The orthometric height was computed from unverified reset data.
 RL0956.No vertical observational check was made to the station.
 RL0956
 RL0956.The geoid height was determined by GEOID03.
 RL0956
 RL0956;                    North         East    Units  Estimated Accuracy
 RL0956;SPC WI N     -    94,990.      657,410.      MT  (+/- 180 meters Scaled)
 RL0956
 RL0956                          SUPERSEDED SURVEY CONTROL
 RL0956
 RL0956  NGVD 29 (??/??/??)  520.09   (m)         1706.3    (f) RESET       3  
 RL0956
 RL0956.Superseded values are not recommended for survey control.
 RL0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0956.See file dsdata.txt to determine how the superseded data were derived.
 RL0956
 RL0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR251986(NAD 83)
 RL0956_MARKER: DB = BENCH MARK DISK
 RL0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0956_STAMPING: J 31 RESET 1951
 RL0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0956+STABILITY: SURFACE MOTION
 RL0956
 RL0956  HISTORY     - Date     Condition        Report By
 RL0956  HISTORY     - 1951     MONUMENTED       WIDT
 RL0956  HISTORY     - 19960620 MARK NOT FOUND   USPSQD
 RL0956  HISTORY     - 20010619 MARK NOT FOUND   USPSQD
 RL0956  HISTORY     - 20051004 MARK NOT FOUND   WIDT
 RL0956
 RL0956                          STATION DESCRIPTION
 RL0956
 RL0956'DESCRIBED BY WI DEPT OF TRANSP 1951
 RL0956'2.7 MI S FROM CONOVER.
 RL0956'2.7 MILES SOUTH ALONG U.S. HIGHWAY 45 FROM CONOVER, VILAS COUNTY,
 RL0956'AT THE PETER HEDEEN FARMHOUSE, 15 FEET NORTH OF THE ENTRANCE,
 RL0956'AND 52 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 RL0956'DISK, STAMPED J 31 RESET 1951 AND SET IN THE TOP OF A CONCRETE
 RL0956'POST.
 RL0956
 RL0956                          STATION RECOVERY (1996)
 RL0956
 RL0956'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0956'MARK NOT FOUND.
 RL0956
 RL0956                          STATION RECOVERY (2001)
 RL0956
 RL0956'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0956'MARK NOT FOUND.
 RL0956
 RL0956                          STATION RECOVERY (2005)
 RL0956
 RL0956'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL0956'MARK NOT FOUND.  ADD-SEARCHED AREA FOR EVIDENCE OF STATION BUT
 RL0956'RECOVERED NOTHING.  ORIGINAL DIMENSIONS LEAD TO THE EDGE OF A GRAVEL
 RL0956'DRIVEWAY, CURRENT OCCUPANTS OF THE PROPERTY DO NOT RECALL EVER SEEING
 RL0956'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0381 ***********************************************************************
 QM0381  DESIGNATION -  J 33
 QM0381  PID         -  QM0381
 QM0381  STATE/COUNTY-  WI/LINCOLN
 QM0381  USGS QUAD   -  FROMM LOOKOUT TOWER (1978)
 QM0381
 QM0381                         *CURRENT SURVEY CONTROL
 QM0381  ___________________________________________________________________
 QM0381* NAD 83(1986)-  45 08 58.     (N)    089 56 31.     (W)     SCALED    
 QM0381* NAVD 88     -       445.409  (meters)    1461.31   (feet)  ADJUSTED  
 QM0381  ___________________________________________________________________
 QM0381  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 QM0381  DYNAMIC HT  -         445.359 (meters)    1461.15  (feet)  COMP
 QM0381  MODELED GRAV-     980,492.9   (mgal)                       NAVD 88
 QM0381
 QM0381  VERT ORDER  -  SECOND    CLASS 0
 QM0381
 QM0381.The horizontal coordinates were scaled from a topographic map and have
 QM0381.an estimated accuracy of +/- 6 seconds.
 QM0381
 QM0381.The orthometric height was determined by differential leveling
 QM0381.and adjusted by the National Geodetic Survey in June 1991..
 QM0381
 QM0381.The geoid height was determined by GEOID03.
 QM0381
 QM0381.The dynamic height is computed by dividing the NAVD 88
 QM0381.geopotential number by the normal gravity value computed on the
 QM0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0381.degrees latitude (g = 980.6199 gals.).
 QM0381
 QM0381.The modeled gravity was interpolated from observed gravity values.
 QM0381
 QM0381;                    North         East    Units  Estimated Accuracy
 QM0381;SPC WI C     -   146,250.      604,570.      MT  (+/- 180 meters Scaled)
 QM0381
 QM0381                          SUPERSEDED SURVEY CONTROL
 QM0381
 QM0381  NGVD 29 (??/??/92)  445.411  (m)         1461.32   (f) ADJ UNCH    2 0
 QM0381
 QM0381.Superseded values are not recommended for survey control.
 QM0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0381.See file dsdata.txt to determine how the superseded data were derived.
 QM0381
 QM0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR687037(NAD 83)
 QM0381_MARKER: DB = BENCH MARK DISK
 QM0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0381+STABILITY: SURFACE MOTION
 QM0381
 QM0381  HISTORY     - Date     Condition        Report By
 QM0381  HISTORY     - UNK      MONUMENTED       CGS
 QM0381  HISTORY     - 1934     GOOD             NGS
 QM0381
 QM0381                          STATION DESCRIPTION
 QM0381
 QM0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QM0381'5.9 MI W FROM CORNING.
 QM0381'5.9 MILES WEST ALONG STATE HIGHWAY 64, 20 FEET NORTH OF CENTER
 QM0381'OF HIGHWAY, 20 FEET EAST OF ROAD TO SMALL FRAME HOUSE, 4 IN
 QM0381'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0061 ***********************************************************************
 PO0061  DESIGNATION -  J 35
 PO0061  PID         -  PO0061
 PO0061  STATE/COUNTY-  WI/MARATHON
 PO0061  USGS QUAD   -  STRATFORD (1981)
 PO0061
 PO0061                         *CURRENT SURVEY CONTROL
 PO0061  ___________________________________________________________________
 PO0061* NAD 83(1986)-  44 46 43.     (N)    090 07 10.     (W)     SCALED    
 PO0061* NAVD 88     -       403.983  (meters)    1325.40   (feet)  ADJUSTED  
 PO0061  ___________________________________________________________________
 PO0061  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 PO0061  DYNAMIC HT  -         403.924 (meters)    1325.21  (feet)  COMP
 PO0061  MODELED GRAV-     980,458.5   (mgal)                       NAVD 88
 PO0061
 PO0061  VERT ORDER  -  SECOND    CLASS 0
 PO0061
 PO0061.The horizontal coordinates were scaled from a topographic map and have
 PO0061.an estimated accuracy of +/- 6 seconds.
 PO0061
 PO0061.The orthometric height was determined by differential leveling
 PO0061.and adjusted by the National Geodetic Survey in June 1991..
 PO0061
 PO0061.The geoid height was determined by GEOID03.
 PO0061
 PO0061.The dynamic height is computed by dividing the NAVD 88
 PO0061.geopotential number by the normal gravity value computed on the
 PO0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0061.degrees latitude (g = 980.6199 gals.).
 PO0061
 PO0061.The modeled gravity was interpolated from observed gravity values.
 PO0061
 PO0061;                    North         East    Units  Estimated Accuracy
 PO0061;SPC WI C     -   105,050.      590,550.      MT  (+/- 180 meters Scaled)
 PO0061
 PO0061                          SUPERSEDED SURVEY CONTROL
 PO0061
 PO0061  NGVD 29 (??/??/92)  403.999  (m)         1325.45   (f) ADJ UNCH    2 0
 PO0061
 PO0061.Superseded values are not recommended for survey control.
 PO0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0061.See file dsdata.txt to determine how the superseded data were derived.
 PO0061
 PO0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK279623(NAD 83)
 PO0061_MARKER: DB = BENCH MARK DISK
 PO0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0061_STAMPING: J 35 1934
 PO0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0061+STABILITY: SURFACE MOTION
 PO0061
 PO0061  HISTORY     - Date     Condition        Report By
 PO0061  HISTORY     - 1934     MONUMENTED       CGS
 PO0061  HISTORY     - 1982     MARK NOT FOUND   NGS
 PO0061  HISTORY     - 20031022 MARK NOT FOUND   WIDT
 PO0061
 PO0061                          STATION DESCRIPTION
 PO0061
 PO0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PO0061'9.9 MI N FROM MARSHFIELD.
 PO0061'ABOUT 2.8 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 PO0061'RAILWAY FROM STRATFORD, MARATHON COUNTY, AT MILEAGE D 53.7, AT
 PO0061'A ROAD CROSSING, 36 FEET SOUTHWEST OF THE CENTER LINE OF THE
 PO0061'ROAD, 42 FEET SOUTHEAST OF THE CENTER LINE OF THE MAIN TRACK, AND
 PO0061'1 FOOT NORTHWEST OF A FENCE.  A STANDARD DISK, STAMPED J 35 1934
 PO0061'AND SET IN THE TOP OF A CONCRETE POST.
 PO0061
 PO0061                          STATION RECOVERY (1982)
 PO0061
 PO0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PO0061'MARK NOT FOUND.
 PO0061
 PO0061                          STATION RECOVERY (2003)
 PO0061
 PO0061'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0613 ***********************************************************************
 PN0613  DESIGNATION -  J 36
 PN0613  PID         -  PN0613
 PN0613  STATE/COUNTY-  WI/MARATHON
 PN0613  USGS QUAD   -  WAUSAU EAST (1993)
 PN0613
 PN0613                         *CURRENT SURVEY CONTROL
 PN0613  ___________________________________________________________________
 PN0613* NAD 83(1986)-  44 56 31.     (N)    089 36 39.     (W)     SCALED    
 PN0613* NAVD 88     -       370.730  (meters)    1216.30   (feet)  ADJUSTED  
 PN0613  ___________________________________________________________________
 PN0613  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 PN0613  DYNAMIC HT  -         370.676 (meters)    1216.13  (feet)  COMP
 PN0613  MODELED GRAV-     980,461.9   (mgal)                       NAVD 88
 PN0613
 PN0613  VERT ORDER  -  SECOND    CLASS 0
 PN0613
 PN0613.The horizontal coordinates were scaled from a topographic map and have
 PN0613.an estimated accuracy of +/- 6 seconds.
 PN0613
 PN0613.The orthometric height was determined by differential leveling
 PN0613.and adjusted by the National Geodetic Survey in June 1991..
 PN0613
 PN0613.The geoid height was determined by GEOID03.
 PN0613
 PN0613.The dynamic height is computed by dividing the NAVD 88
 PN0613.geopotential number by the normal gravity value computed on the
 PN0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0613.degrees latitude (g = 980.6199 gals.).
 PN0613
 PN0613.The modeled gravity was interpolated from observed gravity values.
 PN0613
 PN0613;                    North         East    Units  Estimated Accuracy
 PN0613;SPC WI C     -   123,260.      630,710.      MT  (+/- 180 meters Scaled)
 PN0613
 PN0613                          SUPERSEDED SURVEY CONTROL
 PN0613
 PN0613  NGVD 29 (??/??/92)  370.740  (m)         1216.34   (f) ADJ UNCH    2 0
 PN0613
 PN0613.Superseded values are not recommended for survey control.
 PN0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0613.See file dsdata.txt to determine how the superseded data were derived.
 PN0613
 PN0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ940798(NAD 83)
 PN0613_MARKER: DB = BENCH MARK DISK
 PN0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0613+STABILITY: SURFACE MOTION
 PN0613
 PN0613  HISTORY     - Date     Condition        Report By
 PN0613  HISTORY     - UNK      MONUMENTED       CGS
 PN0613  HISTORY     - 1934     GOOD             NGS
 PN0613  HISTORY     - 1964     MARK NOT FOUND   NGS
 PN0613
 PN0613                          STATION DESCRIPTION
 PN0613
 PN0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PN0613'1.8 MI E FROM WAUSAU.
 PN0613'1.8 MILES EAST OF WAUSAU DEPOT 23 FEET SOUTH OF CENTER OF SOUTH
 PN0613'MAIN TRACK OF C. AND N.W. RY. 12 FEET NORTH OF NEAREST RAIL OF
 PN0613'SIDING TRACK 3 FEET NORTHEAST OF TELEPHONE POLE 325 FEET WEST
 PN0613'OF WAUSAU JCT.
 PN0613
 PN0613                          STATION RECOVERY (1964)
 PN0613
 PN0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 PN0613'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0352 ***********************************************************************
 PN0352  DESIGNATION -  J 37
 PN0352  PID         -  PN0352
 PN0352  STATE/COUNTY-  WI/PORTAGE
 PN0352  USGS QUAD   -  ROSHOLT (1981)
 PN0352
 PN0352                         *CURRENT SURVEY CONTROL
 PN0352  ___________________________________________________________________
 PN0352* NAD 83(1986)-  44 38 44.     (N)    089 18 11.     (W)     SCALED    
 PN0352* NAVD 88     -       348.245  (meters)    1142.53   (feet)  ADJUSTED  
 PN0352  ___________________________________________________________________
 PN0352  GEOID HEIGHT-         -35.98  (meters)                     GEOID03
 PN0352  DYNAMIC HT  -         348.181 (meters)    1142.32  (feet)  COMP
 PN0352  MODELED GRAV-     980,424.0   (mgal)                       NAVD 88
 PN0352
 PN0352  VERT ORDER  -  SECOND    CLASS 0
 PN0352
 PN0352.The horizontal coordinates were scaled from a topographic map and have
 PN0352.an estimated accuracy of +/- 6 seconds.
 PN0352
 PN0352.The orthometric height was determined by differential leveling
 PN0352.and adjusted by the National Geodetic Survey in June 1991..
 PN0352
 PN0352.The geoid height was determined by GEOID03.
 PN0352
 PN0352.The dynamic height is computed by dividing the NAVD 88
 PN0352.geopotential number by the normal gravity value computed on the
 PN0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0352.degrees latitude (g = 980.6199 gals.).
 PN0352
 PN0352.The modeled gravity was interpolated from observed gravity values.
 PN0352
 PN0352;                    North         East    Units  Estimated Accuracy
 PN0352;SPC WI C     -    90,490.      655,290.      MT  (+/- 180 meters Scaled)
 PN0352
 PN0352                          SUPERSEDED SURVEY CONTROL
 PN0352
 PN0352  NGVD 29 (??/??/92)  348.261  (m)         1142.59   (f) ADJ UNCH    2 0
 PN0352
 PN0352.Superseded values are not recommended for survey control.
 PN0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0352.See file dsdata.txt to determine how the superseded data were derived.
 PN0352
 PN0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ173461(NAD 83)
 PN0352_MARKER: DB = BENCH MARK DISK
 PN0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0352+STABILITY: SURFACE MOTION
 PN0352
 PN0352  HISTORY     - Date     Condition        Report By
 PN0352  HISTORY     - UNK      MONUMENTED       CGS
 PN0352  HISTORY     - 1934     GOOD             NGS
 PN0352  HISTORY     - 1954     MARK NOT FOUND   USGS
 PN0352  HISTORY     - 20040111 MARK NOT FOUND   USPSQD
 PN0352
 PN0352                          STATION DESCRIPTION
 PN0352
 PN0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PN0352'1.1 MI N FROM ROSHOLT.
 PN0352'0.3 MILE NORTH OF MILEPOST 19.  40 FT. WEST OF C. AND N.W. R.R.
 PN0352'5 FT. SOUTH OF PRIVATE FARM CROSSING.  12 RAILS SOUTH OF SMALL
 PN0352'CLUMP OF PINE TREES.  1 FT. EAST OF FENCE LINE.
 PN0352
 PN0352                          STATION RECOVERY (1954)
 PN0352
 PN0352'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 PN0352'MARK NOT FOUND.
 PN0352
 PN0352                          STATION RECOVERY (2004)
 PN0352
 PN0352'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0352'NOT FOUND.  RAILROAD HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0548 ***********************************************************************
 PN0548  DESIGNATION -  J 38
 PN0548  PID         -  PN0548
 PN0548  STATE/COUNTY-  WI/MARATHON
 PN0548  USGS QUAD   -  MOSINEE (1982)
 PN0548
 PN0548                         *CURRENT SURVEY CONTROL
 PN0548  ___________________________________________________________________
 PN0548* NAD 83(1986)-  44 48 07.     (N)    089 40 54.     (W)     SCALED    
 PN0548* NAVD 88     -       351.705  (meters)    1153.89   (feet)  ADJUSTED  
 PN0548  ___________________________________________________________________
 PN0548  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 PN0548  DYNAMIC HT  -         351.646 (meters)    1153.69  (feet)  COMP
 PN0548  MODELED GRAV-     980,439.9   (mgal)                       NAVD 88
 PN0548
 PN0548  VERT ORDER  -  SECOND    CLASS 0
 PN0548
 PN0548.The horizontal coordinates were scaled from a topographic map and have
 PN0548.an estimated accuracy of +/- 6 seconds.
 PN0548
 PN0548.The orthometric height was determined by differential leveling
 PN0548.and adjusted by the National Geodetic Survey in June 1991..
 PN0548
 PN0548.The geoid height was determined by GEOID03.
 PN0548
 PN0548.The dynamic height is computed by dividing the NAVD 88
 PN0548.geopotential number by the normal gravity value computed on the
 PN0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0548.degrees latitude (g = 980.6199 gals.).
 PN0548
 PN0548.The modeled gravity was interpolated from observed gravity values.
 PN0548
 PN0548;                    North         East    Units  Estimated Accuracy
 PN0548;SPC WI C     -   107,680.      625,180.      MT  (+/- 180 meters Scaled)
 PN0548
 PN0548                          SUPERSEDED SURVEY CONTROL
 PN0548
 PN0548  NGVD 29 (??/??/92)  351.714  (m)         1153.91   (f) ADJ UNCH    2 0
 PN0548
 PN0548.Superseded values are not recommended for survey control.
 PN0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0548.See file dsdata.txt to determine how the superseded data were derived.
 PN0548
 PN0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ879644(NAD 83)
 PN0548_MARKER: DB = BENCH MARK DISK
 PN0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0548_STAMPING: J 38 1934
 PN0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0548+STABILITY: SURFACE MOTION
 PN0548
 PN0548  HISTORY     - Date     Condition        Report By
 PN0548  HISTORY     - 1934     MONUMENTED       CGS
 PN0548  HISTORY     - 1962     GOOD             USGS
 PN0548
 PN0548                          STATION DESCRIPTION
 PN0548
 PN0548'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 PN0548'0.8 MI N FROM MOSINEE.
 PN0548'MOSINEE, 0.8 MI. N. OF ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 PN0548'AND PACIFIC RAILROAD, APPROX. 0.2 MI. NW. OF THE S. 1/4 COR. SEC.
 PN0548'21, T. 27 N., R. 7 E., 70 FT. W. OF OLD U.S. HWY. 51, 5 FT. E.
 PN0548'OF THE CENTERLINE OF MAIL TRACK, 4 FT. N. OF THE SE. CORNER OF
 PN0548'CONCRETE RAILROAD BRIDGE 288, IN CONCRETE POST HEADWALL, STANDARD
 PN0548'DISK STAMPED J 38 1934.  PAINTED BM 1153.9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0366 ***********************************************************************
 QM0366  DESIGNATION -  J 39
 QM0366  PID         -  QM0366
 QM0366  STATE/COUNTY-  WI/MARATHON
 QM0366  USGS QUAD   -  BROKAW (1982)
 QM0366
 QM0366                         *CURRENT SURVEY CONTROL
 QM0366  ___________________________________________________________________
 QM0366* NAD 83(1986)-  45 00 32.     (N)    089 37 31.     (W)     SCALED    
 QM0366* NAVD 88     -       366.391  (meters)    1202.07   (feet)  ADJUSTED  
 QM0366  ___________________________________________________________________
 QM0366  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 QM0366  DYNAMIC HT  -         366.338 (meters)    1201.89  (feet)  COMP
 QM0366  MODELED GRAV-     980,462.1   (mgal)                       NAVD 88
 QM0366
 QM0366  VERT ORDER  -  SECOND    CLASS 0
 QM0366
 QM0366.The horizontal coordinates were scaled from a topographic map and have
 QM0366.an estimated accuracy of +/- 6 seconds.
 QM0366
 QM0366.The orthometric height was determined by differential leveling
 QM0366.and adjusted by the National Geodetic Survey in June 1991..
 QM0366
 QM0366.The geoid height was determined by GEOID03.
 QM0366
 QM0366.The dynamic height is computed by dividing the NAVD 88
 QM0366.geopotential number by the normal gravity value computed on the
 QM0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0366.degrees latitude (g = 980.6199 gals.).
 QM0366
 QM0366.The modeled gravity was interpolated from observed gravity values.
 QM0366
 QM0366;                    North         East    Units  Estimated Accuracy
 QM0366;SPC WI C     -   130,700.      629,540.      MT  (+/- 180 meters Scaled)
 QM0366
 QM0366                          SUPERSEDED SURVEY CONTROL
 QM0366
 QM0366  NGVD 29 (??/??/92)  366.397  (m)         1202.09   (f) ADJ UNCH    2 0
 QM0366
 QM0366.Superseded values are not recommended for survey control.
 QM0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0366.See file dsdata.txt to determine how the superseded data were derived.
 QM0366
 QM0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ931872(NAD 83)
 QM0366_MARKER: DB = BENCH MARK DISK
 QM0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0366_STAMPING: J 39 1934
 QM0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0366+STABILITY: SURFACE MOTION
 QM0366
 QM0366  HISTORY     - Date     Condition        Report By
 QM0366  HISTORY     - 1934     MONUMENTED       CGS
 QM0366  HISTORY     - 1950     MARK NOT FOUND   NGS
 QM0366  HISTORY     - 20031029 MARK NOT FOUND   WIDT
 QM0366
 QM0366                          STATION DESCRIPTION
 QM0366
 QM0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 QM0366'1.9 MI S FROM BROKAW.
 QM0366'1.9 MILES SOUTH ALONG THE CHICGAO, MILWAUKEE, ST. PAUL AND
 QM0366'PACIFIC RAILROAD FROM THE STATION AT BROKAW, MARATHON COUNTY,
 QM0366'5-1/2 RAILS SOUTH OF BRIDGE G 326, AND 13 FEET WEST OF THE
 QM0366'CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED J 39
 QM0366'1934 AND SET IN THE TOP OF A CONCRETE POST.
 QM0366
 QM0366                          STATION RECOVERY (2003)
 QM0366
 QM0366'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 QM0366'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0053 ***********************************************************************
 OM0053  DESIGNATION -  J 4
 OM0053  PID         -  OM0053
 OM0053  STATE/COUNTY-  WI/WASHINGTON
 OM0053  USGS QUAD   -  WEST BEND (1994)
 OM0053
 OM0053                         *CURRENT SURVEY CONTROL
 OM0053  ___________________________________________________________________
 OM0053* NAD 83(1986)-  43 24 44.     (N)    088 10 32.     (W)     SCALED    
 OM0053* NAVD 88     -       279.238  (meters)     916.13   (feet)  ADJUSTED  
 OM0053  ___________________________________________________________________
 OM0053  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 OM0053  DYNAMIC HT  -         279.174 (meters)     915.92  (feet)  COMP
 OM0053  MODELED GRAV-     980,383.0   (mgal)                       NAVD 88
 OM0053
 OM0053  VERT ORDER  -  FIRST     CLASS II
 OM0053
 OM0053.The horizontal coordinates were scaled from a topographic map and have
 OM0053.an estimated accuracy of +/- 6 seconds.
 OM0053
 OM0053.The orthometric height was determined by differential leveling
 OM0053.and adjusted by the National Geodetic Survey in June 1991..
 OM0053
 OM0053.The geoid height was determined by GEOID03.
 OM0053
 OM0053.The dynamic height is computed by dividing the NAVD 88
 OM0053.geopotential number by the normal gravity value computed on the
 OM0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0053.degrees latitude (g = 980.6199 gals.).
 OM0053
 OM0053.The modeled gravity was interpolated from observed gravity values.
 OM0053
 OM0053;                    North         East    Units  Estimated Accuracy
 OM0053;SPC WI S     -   158,500.      747,750.      MT  (+/- 180 meters Scaled)
 OM0053
 OM0053                          SUPERSEDED SURVEY CONTROL
 OM0053
 OM0053  NGVD 29 (??/??/92)  279.293  (m)          916.31   (f) ADJ UNCH    1 2
 OM0053
 OM0053.Superseded values are not recommended for survey control.
 OM0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0053.See file dsdata.txt to determine how the superseded data were derived.
 OM0053
 OM0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP048072(NAD 83)
 OM0053_MARKER: DB = BENCH MARK DISK
 OM0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0053_STAMPING: 916.314 J 4 1930
 OM0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0053+STABILITY: SURFACE MOTION
 OM0053
 OM0053  HISTORY     - Date     Condition        Report By
 OM0053  HISTORY     - 1930     MONUMENTED       CGS
 OM0053  HISTORY     - 1956     MARK NOT FOUND   USGS
 OM0053
 OM0053                          STATION DESCRIPTION
 OM0053
 OM0053'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 OM0053'1.1 MI S FROM WEST BEND.
 OM0053'1.1 MILE SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 OM0053'THE STATION AT WEST BEND, WASHINGTON COUNTY, AT THE CROSSING
 OM0053'OF A COUNTY HIGHWAY, 38 FEET NORTH OF THE CENTERLINE OF THE
 OM0053'HIGHWAY, 63 FEET NORTH OF A SIGNAL BOX ON THE WEST SIDE OF THE
 OM0053'TRACK, AND 20 FEET WEST OF THE WEST RAIL.  NOTE-- THIS POINT
 OM0053'HAS BEEN COVERED WITH EARTH CAUSED BY HEAVY RAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0041 ***********************************************************************
 QN0041  DESIGNATION -  J 40
 QN0041  PID         -  QN0041
 QN0041  STATE/COUNTY-  WI/PRICE
 QN0041  USGS QUAD   -  PARK FALLS (1984)
 QN0041
 QN0041                         *CURRENT SURVEY CONTROL
 QN0041  ___________________________________________________________________
 QN0041* NAD 83(1986)-  45 56 06.     (N)    090 27 08.     (W)     SCALED    
 QN0041* NAVD 88     -       461.712  (meters)    1514.80   (feet)  ADJUSTED  
 QN0041  ___________________________________________________________________
 QN0041  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 QN0041  DYNAMIC HT  -         461.703 (meters)    1514.77  (feet)  COMP
 QN0041  MODELED GRAV-     980,581.2   (mgal)                       NAVD 88
 QN0041
 QN0041  VERT ORDER  -  SECOND    CLASS 0
 QN0041
 QN0041.The horizontal coordinates were scaled from a topographic map and have
 QN0041.an estimated accuracy of +/- 6 seconds.
 QN0041
 QN0041.The orthometric height was determined by differential leveling
 QN0041.and adjusted by the National Geodetic Survey in June 1991..
 QN0041
 QN0041.The geoid height was determined by GEOID03.
 QN0041
 QN0041.The dynamic height is computed by dividing the NAVD 88
 QN0041.geopotential number by the normal gravity value computed on the
 QN0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0041.degrees latitude (g = 980.6199 gals.).
 QN0041
 QN0041.The modeled gravity was interpolated from observed gravity values.
 QN0041
 QN0041;                    North         East    Units  Estimated Accuracy
 QN0041;SPC WI N     -    85,500.      564,930.      MT  (+/- 180 meters Scaled)
 QN0041
 QN0041                          SUPERSEDED SURVEY CONTROL
 QN0041
 QN0041  NGVD 29 (??/??/92)  461.708  (m)         1514.79   (f) ADJ UNCH    2 0
 QN0041
 QN0041.Superseded values are not recommended for survey control.
 QN0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0041.See file dsdata.txt to determine how the superseded data were derived.
 QN0041
 QN0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL975899(NAD 83)
 QN0041_MARKER: DB = BENCH MARK DISK
 QN0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0041_STAMPING: J 40 1934
 QN0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0041+STABILITY: SURFACE MOTION
 QN0041_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QN0041+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2003
 QN0041
 QN0041  HISTORY     - Date     Condition        Report By
 QN0041  HISTORY     - 1934     MONUMENTED       CGS
 QN0041  HISTORY     - 1966     POOR             USGS
 QN0041  HISTORY     - 20030905 GOOD             USPSQD
 QN0041
 QN0041                          STATION DESCRIPTION
 QN0041
 QN0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QN0041'AT PARK FALLS.
 QN0041'AT PARK FALLS, PRICE COUNTY, IN THE SOUTHWEST CORNER OF THE CITY
 QN0041'HALL YARD, 20 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 QN0041'BUILDING, AND 2 FEET NORTH OF A SIDEWALK.  A STANDARD DISK,
 QN0041'STAMPED J 40 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS
 QN0041'BM IS LEANING.  USE WITH CAUTION.
 QN0041
 QN0041                          STATION RECOVERY (1966)
 QN0041
 QN0041'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 QN0041'MARK RECOVERED IN POOR CONDITION.
 QN0041
 QN0041                          STATION RECOVERY (2003)
 QN0041
 QN0041'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 QN0041'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS IN THE NORTHWEST
 QN0041'QUADRANT OF 4TH AV (HWY 13) AND DIVISION STREET, 3.6 FEET EAST OF A
 QN0041'NARROW N-S SIDEWALK, AND 2 FEET NORTH OF AN E-W SIDEWALK.  NOTE-- A
 QN0041'NEW CITY HALL WAS BUILT IN 2000. THE OLD CITY HALL BUILDING IS NOW
 QN0041'OCCUPIED BY THE -PARK FALLS PUBLIC LIBRARY-.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0152 ***********************************************************************
 QN0152  DESIGNATION -  J 41
 QN0152  PID         -  QN0152
 QN0152  STATE/COUNTY-  WI/SAWYER
 QN0152  USGS QUAD   -  LORETTA (1981)
 QN0152
 QN0152                         *CURRENT SURVEY CONTROL
 QN0152  ___________________________________________________________________
 QN0152* NAD 83(1986)-  45 53 26.     (N)    090 45 47.     (W)     SCALED    
 QN0152* NAVD 88     -       458.964  (meters)    1505.78   (feet)  ADJUSTED  
 QN0152  ___________________________________________________________________
 QN0152  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 QN0152  DYNAMIC HT  -         458.951 (meters)    1505.74  (feet)  COMP
 QN0152  MODELED GRAV-     980,572.7   (mgal)                       NAVD 88
 QN0152
 QN0152  VERT ORDER  -  SECOND    CLASS 0
 QN0152
 QN0152.The horizontal coordinates were scaled from a topographic map and have
 QN0152.an estimated accuracy of +/- 6 seconds.
 QN0152
 QN0152.The orthometric height was determined by differential leveling
 QN0152.and adjusted by the National Geodetic Survey in June 1991..
 QN0152
 QN0152.The geoid height was determined by GEOID03.
 QN0152
 QN0152.The dynamic height is computed by dividing the NAVD 88
 QN0152.geopotential number by the normal gravity value computed on the
 QN0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0152.degrees latitude (g = 980.6199 gals.).
 QN0152
 QN0152.The modeled gravity was interpolated from observed gravity values.
 QN0152
 QN0152;                    North         East    Units  Estimated Accuracy
 QN0152;SPC WI N     -    80,740.      540,780.      MT  (+/- 180 meters Scaled)
 QN0152
 QN0152                          SUPERSEDED SURVEY CONTROL
 QN0152
 QN0152  NGVD 29 (??/??/92)  458.968  (m)         1505.80   (f) ADJ UNCH    2 0
 QN0152
 QN0152.Superseded values are not recommended for survey control.
 QN0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0152.See file dsdata.txt to determine how the superseded data were derived.
 QN0152
 QN0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL735843(NAD 83)
 QN0152_MARKER: DB = BENCH MARK DISK
 QN0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0152_STAMPING: J 41 1934
 QN0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0152+STABILITY: SURFACE MOTION
 QN0152
 QN0152  HISTORY     - Date     Condition        Report By
 QN0152  HISTORY     - 1934     MONUMENTED       CGS
 QN0152  HISTORY     - 1969     GOOD             USGS
 QN0152  HISTORY     - 20041019 MARK NOT FOUND   WIDT
 QN0152
 QN0152                          STATION DESCRIPTION
 QN0152
 QN0152'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 QN0152'3.7 MI E FROM DRAPER.
 QN0152'DRAPER, ABOUT 3.35 MI. EAST, THENCE ABOUT 0.15 MI. NORTH OF,
 QN0152'IN THE SOUTHEAST OF SEC. 3, T39W, R3W, 0.7 MI. EAST ALONG
 QN0152'ABANDONED RAILROAD GRADE FROM N-S RD. X-ING, 32 FT. NORTH AND
 QN0152'0.8 FT. LOWER THAN CEN. OF OLD R.R. GRADE, 2.0 FT. SOUTH OF A
 QN0152'WITNESS SIGN, IN A CONC. POST, AZ STD. TABLET, STAMPED J 41
 QN0152'1934.
 QN0152
 QN0152                          STATION RECOVERY (2004)
 QN0152
 QN0152'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0152'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0247 ***********************************************************************
 RM0247  DESIGNATION -  J 42
 RM0247  PID         -  RM0247
 RM0247  STATE/COUNTY-  WI/BAYFIELD
 RM0247  USGS QUAD   -  MASON (1971)
 RM0247
 RM0247                         *CURRENT SURVEY CONTROL
 RM0247  ___________________________________________________________________
 RM0247* NAD 83(1986)-  46 28 23.     (N)    091 04 17.     (W)     SCALED    
 RM0247* NAVD 88     -       276.570  (meters)     907.38   (feet)  ADJUSTED  
 RM0247  ___________________________________________________________________
 RM0247  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 RM0247  DYNAMIC HT  -         276.580 (meters)     907.41  (feet)  COMP
 RM0247  MODELED GRAV-     980,641.2   (mgal)                       NAVD 88
 RM0247
 RM0247  VERT ORDER  -  SECOND    CLASS 0
 RM0247
 RM0247.The horizontal coordinates were scaled from a topographic map and have
 RM0247.an estimated accuracy of +/- 6 seconds.
 RM0247
 RM0247.The orthometric height was determined by differential leveling
 RM0247.and adjusted by the National Geodetic Survey in June 1991..
 RM0247
 RM0247.The geoid height was determined by GEOID03.
 RM0247
 RM0247.The dynamic height is computed by dividing the NAVD 88
 RM0247.geopotential number by the normal gravity value computed on the
 RM0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0247.degrees latitude (g = 980.6199 gals.).
 RM0247
 RM0247.The modeled gravity was interpolated from observed gravity values.
 RM0247
 RM0247;                    North         East    Units  Estimated Accuracy
 RM0247;SPC WI N     -   145,760.      517,720.      MT  (+/- 180 meters Scaled)
 RM0247
 RM0247                          SUPERSEDED SURVEY CONTROL
 RM0247
 RM0247  NGVD 29 (??/??/92)  276.581  (m)          907.42   (f) ADJ UNCH    2 0
 RM0247
 RM0247.Superseded values are not recommended for survey control.
 RM0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0247.See file dsdata.txt to determine how the superseded data were derived.
 RM0247
 RM0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM480484(NAD 83)
 RM0247_MARKER: Z = SEE DESCRIPTION
 RM0247_SETTING: 0 = UNSPECIFIED SETTING
 RM0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RM0247
 RM0247  HISTORY     - Date     Condition        Report By
 RM0247  HISTORY     - UNK      MONUMENTED       CGS
 RM0247  HISTORY     - 1934     GOOD             NGS
 RM0247  HISTORY     - 1970     MARK NOT FOUND   USGS
 RM0247  HISTORY     - 20041209 MARK NOT FOUND   WIDT
 RM0247
 RM0247                          STATION DESCRIPTION
 RM0247
 RM0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RM0247'2 MI S FROM BENOIT.
 RM0247'2 MILES SOUTH OF BENOIT, WISC. ON THE C. ST. P.M. AND O. R.R.
 RM0247'40 FEET EAST OF TRACK AT TELEPHONE 147-5, ONE TENTH OF A MILE
 RM0247'NORTH OF MILE POST 147.
 RM0247
 RM0247                          STATION RECOVERY (1970)
 RM0247
 RM0247'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 RM0247'MARK NOT FOUND.
 RM0247
 RM0247                          STATION RECOVERY (2004)
 RM0247
 RM0247'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 RM0247'THE STATION WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RN0256 ***********************************************************************
 RN0256  DESIGNATION -  J 44
 RN0256  PID         -  RN0256
 RN0256  STATE/COUNTY-  WI/DOUGLAS
 RN0256  USGS QUAD   -  SUPERIOR (1994)
 RN0256
 RN0256                         *CURRENT SURVEY CONTROL
 RN0256  ___________________________________________________________________
 RN0256* NAD 83(1986)-  46 40 57.     (N)    092 01 28.     (W)     SCALED    
 RN0256* NAVD 88     -       193.761  (meters)     635.70   (feet)  ADJUSTED  
 RN0256  ___________________________________________________________________
 RN0256  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 RN0256  DYNAMIC HT  -         193.784 (meters)     635.77  (feet)  COMP
 RN0256  MODELED GRAV-     980,729.5   (mgal)                       NAVD 88
 RN0256
 RN0256  VERT ORDER  -  FIRST     CLASS II
 RN0256
 RN0256.The horizontal coordinates were scaled from a topographic map and have
 RN0256.an estimated accuracy of +/- 6 seconds.
 RN0256
 RN0256.The orthometric height was determined by differential leveling
 RN0256.and adjusted by the National Geodetic Survey in June 1991..
 RN0256
 RN0256.The geoid height was determined by GEOID03.
 RN0256
 RN0256.The dynamic height is computed by dividing the NAVD 88
 RN0256.geopotential number by the normal gravity value computed on the
 RN0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0256.degrees latitude (g = 980.6199 gals.).
 RN0256
 RN0256.The modeled gravity was interpolated from observed gravity values.
 RN0256
 RN0256;                    North         East    Units  Estimated Accuracy
 RN0256;SPC WI N     -   170,460.      445,140.      MT  (+/- 180 meters Scaled)
 RN0256
 RN0256                          SUPERSEDED SURVEY CONTROL
 RN0256
 RN0256  NGVD 29 (??/??/92)  193.766  (m)          635.71   (f) ADJ UNCH    1 2
 RN0256
 RN0256.Superseded values are not recommended for survey control.
 RN0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0256.See file dsdata.txt to determine how the superseded data were derived.
 RN0256
 RN0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM746703(NAD 83)
 RN0256_MARKER: DB = BENCH MARK DISK
 RN0256_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RN0256_SP_SET: FOUNDATION
 RN0256_STAMPING: J 44 1934
 RN0256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0256
 RN0256  HISTORY     - Date     Condition        Report By
 RN0256  HISTORY     - 1934     MONUMENTED       CGS
 RN0256  HISTORY     - 1954     GOOD             USGS
 RN0256  HISTORY     - 1982     MARK NOT FOUND   NGS
 RN0256  HISTORY     - 20020810 MARK NOT FOUND   USPSQD
 RN0256
 RN0256                          STATION DESCRIPTION
 RN0256
 RN0256'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 RN0256'IN ALLOUEZ.
 RN0256'AT ALLOUEZ, ABOUT 150 YARDS WEST OF THE NORTHERN PACIFIC RAILWAY
 RN0256'STATION SIGN, AT THE POINT WHERE THE NORTHERN PACIFIC TRACKS UNDERPASS
 RN0256'THE GREAT NORTHERN TRACKS WHICH LEAD TO THE GREAT NORTHERN ORE DOCKS,
 RN0256'IN THE CENTER OF THE NORTH SIDE TRESTLE FOUNDATION OF THE SECOND EAST
 RN0256'SIDE PIER SOUTH OF THE TRACK, 13 YARDS SOUTH OF THE CENTERLINE OF THE
 RN0256'TRACK, AND ABOUT 6 INCHES BELOW THE GROUND.
 RN0256
 RN0256                          STATION RECOVERY (1982)
 RN0256
 RN0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RN0256'NOT SEARCHED FOR, LEVEL LINE REROUTED.
 RN0256
 RN0256                          STATION RECOVERY (2002)
 RN0256
 RN0256'RECOVERY NOTE BY US POWER SQUADRON 2002 (DCR)
 RN0256'BOTH THE GREAT NORTHERN AND NORTHERN PACIFIC TRACKS ARE NOW GONE.
 RN0256'THERE IS A SINGLE TRESTLE, FREE-STANDING, STILL REMAINING NEAR THE MAP
 RN0256'LOCATION OF THE FORMER NP TRACKS, BUT THE LATITUDE AND LONGITUDE
 RN0256'COORDINATES APPEAR TO BE WRONG.  THE BNSF ORE DOCK IS NOW FED BY AN
 RN0256'ELEVATED CONVEYOR SYSTEM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO0044 ***********************************************************************
 QO0044  DESIGNATION -  J 46
 QO0044  PID         -  QO0044
 QO0044  STATE/COUNTY-  WI/BARRON
 QO0044  USGS QUAD   -  ALMENA (1978)
 QO0044
 QO0044                         *CURRENT SURVEY CONTROL
 QO0044  ___________________________________________________________________
 QO0044* NAD 83(1986)-  45 28 38.     (N)    092 04 33.     (W)     SCALED    
 QO0044* NAVD 88     -       390.388  (meters)    1280.80   (feet)  ADJUSTED  
 QO0044  ___________________________________________________________________
 QO0044  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 QO0044  DYNAMIC HT  -         390.345 (meters)    1280.66  (feet)  COMP
 QO0044  MODELED GRAV-     980,494.9   (mgal)                       NAVD 88
 QO0044
 QO0044  VERT ORDER  -  SECOND    CLASS 0
 QO0044
 QO0044.The horizontal coordinates were scaled from a topographic map and have
 QO0044.an estimated accuracy of +/- 6 seconds.
 QO0044
 QO0044.The orthometric height was determined by differential leveling
 QO0044.and adjusted by the National Geodetic Survey in June 1991..
 QO0044
 QO0044.The geoid height was determined by GEOID03.
 QO0044
 QO0044.The dynamic height is computed by dividing the NAVD 88
 QO0044.geopotential number by the normal gravity value computed on the
 QO0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0044.degrees latitude (g = 980.6199 gals.).
 QO0044
 QO0044.The modeled gravity was interpolated from observed gravity values.
 QO0044
 QO0044;                    North         East    Units  Estimated Accuracy
 QO0044;SPC WI C     -   184,750.      437,710.      MT  (+/- 180 meters Scaled)
 QO0044
 QO0044                          SUPERSEDED SURVEY CONTROL
 QO0044
 QO0044  NGVD 29 (??/??/92)  390.328  (m)         1280.60   (f) ADJ UNCH    2 0
 QO0044
 QO0044.Superseded values are not recommended for survey control.
 QO0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0044.See file dsdata.txt to determine how the superseded data were derived.
 QO0044
 QO0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL722363(NAD 83)
 QO0044_MARKER: DB = BENCH MARK DISK
 QO0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0044+STABILITY: SURFACE MOTION
 QO0044
 QO0044  HISTORY     - Date     Condition        Report By
 QO0044  HISTORY     - UNK      MONUMENTED       CGS
 QO0044  HISTORY     - 1934     GOOD             NGS
 QO0044  HISTORY     - 1976     MARK NOT FOUND   USGS
 QO0044  HISTORY     - 20041115 MARK NOT FOUND   WIDT
 QO0044
 QO0044                          STATION DESCRIPTION
 QO0044
 QO0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QO0044'IN COMSTOCK.
 QO0044'ALONG CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA RY., 18 FT WEST OF
 QO0044'TRACK, 78 FT SOUTH OF SOUTH - EAST CORNER OF DEPOT, 2 RAILS SOUTH OF
 QO0044'POLE NO. 49/15.
 QO0044
 QO0044                          STATION RECOVERY (1976)
 QO0044
 QO0044'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 QO0044'MARK NOT FOUND.
 QO0044
 QO0044                          STATION RECOVERY (2004)
 QO0044
 QO0044'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 QO0044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO0292 ***********************************************************************
 QO0292  DESIGNATION -  J 47
 QO0292  PID         -  QO0292
 QO0292  STATE/COUNTY-  WI/BURNETT
 QO0292  USGS QUAD   -  FALUN (1982)
 QO0292
 QO0292                         *CURRENT SURVEY CONTROL
 QO0292  ___________________________________________________________________
 QO0292* NAD 83(1986)-  45 46 21.     (N)    092 37 16.     (W)     SCALED    
 QO0292* NAVD 88     -       282.332  (meters)     926.28   (feet)  ADJUSTED  
 QO0292  ___________________________________________________________________
 QO0292  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 QO0292  DYNAMIC HT  -         282.348 (meters)     926.34  (feet)  COMP
 QO0292  MODELED GRAV-     980,663.2   (mgal)                       NAVD 88
 QO0292
 QO0292  VERT ORDER  -  SECOND    CLASS 0
 QO0292
 QO0292.The horizontal coordinates were scaled from a topographic map and have
 QO0292.an estimated accuracy of +/- 6 seconds.
 QO0292
 QO0292.The orthometric height was determined by differential leveling
 QO0292.and adjusted by the National Geodetic Survey in June 1991..
 QO0292
 QO0292.The geoid height was determined by GEOID03.
 QO0292
 QO0292.The dynamic height is computed by dividing the NAVD 88
 QO0292.geopotential number by the normal gravity value computed on the
 QO0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0292.degrees latitude (g = 980.6199 gals.).
 QO0292
 QO0292.The modeled gravity was interpolated from observed gravity values.
 QO0292
 QO0292;                    North         East    Units  Estimated Accuracy
 QO0292;SPC WI N     -    70,700.      396,170.      MT  (+/- 180 meters Scaled)
 QO0292
 QO0292                          SUPERSEDED SURVEY CONTROL
 QO0292
 QO0292  NGVD 29 (??/??/92)  282.301  (m)          926.18   (f) ADJ UNCH    2 0
 QO0292
 QO0292.Superseded values are not recommended for survey control.
 QO0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0292.See file dsdata.txt to determine how the superseded data were derived.
 QO0292
 QO0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL294688(NAD 83)
 QO0292_MARKER: DB = BENCH MARK DISK
 QO0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0292_STAMPING: J 47 1934
 QO0292_MARK LOGO: CGS   
 QO0292_PROJECTION: FLUSH
 QO0292_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0292+STABILITY: SURFACE MOTION
 QO0292
 QO0292  HISTORY     - Date     Condition        Report By
 QO0292  HISTORY     - 1934     MONUMENTED       CGS
 QO0292  HISTORY     - 1954     POOR             USGS
 QO0292  HISTORY     - 19930608 POOR             WI-013
 QO0292  HISTORY     - 19970908 POOR             NGS
 QO0292
 QO0292                          STATION DESCRIPTION
 QO0292
 QO0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QO0292'3.0 MI E FROM GRANDSBURG.
 QO0292'ALONG STATE HIGHWAY NO. 70, 40 FT NORTH OF CENTER LINE OF.  AT MIDWAY
 QO0292'SCHOOL 30 FT SOUTH AND 68 FT EAST OF THE S/E CORNER OF THE BUILDING,
 QO0292'JUST WEST OF THE EAST FENCE.
 QO0292
 QO0292                          STATION RECOVERY (1954)
 QO0292
 QO0292'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 QO0292'MARK RECOVERED IN POOR CONDITION.
 QO0292
 QO0292                          STATION RECOVERY (1993)
 QO0292
 QO0292'RECOVERY NOTE BY BURNETT COUNTY WISCONSIN 1993
 QO0292'RECOVERY NOTE-FOUND SLIGHTLY LEANING MAY HAVE BEEN MOVED DOES NOT
 QO0292'APPEAR TO MATCH 1934 DESCRIPTION VERY WELL-CONSIDER ELEVATION
 QO0292'UNRELIABLE UNTIL CHECKED.
 QO0292
 QO0292                          STATION RECOVERY (1997)
 QO0292
 QO0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 QO0292'THE STATION WAS FOUND UPHEAVED AND LEANING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO0056 ***********************************************************************
 QO0056  DESIGNATION -  J 50
 QO0056  PID         -  QO0056
 QO0056  STATE/COUNTY-  WI/ST CROIX
 QO0056  USGS QUAD   -  GLENWOOD CITY (1975)
 QO0056
 QO0056                         *CURRENT SURVEY CONTROL
 QO0056  ___________________________________________________________________
 QO0056* NAD 83(1986)-  45 04 21.     (N)    092 14 30.     (W)     SCALED    
 QO0056* NAVD 88     -       360.064  (meters)    1181.31   (feet)  ADJUSTED  
 QO0056  ___________________________________________________________________
 QO0056  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 QO0056  DYNAMIC HT  -         360.012 (meters)    1181.14  (feet)  COMP
 QO0056  MODELED GRAV-     980,462.5   (mgal)                       NAVD 88
 QO0056
 QO0056  VERT ORDER  -  SECOND    CLASS 0
 QO0056
 QO0056.The horizontal coordinates were scaled from a topographic map and have
 QO0056.an estimated accuracy of +/- 6 seconds.
 QO0056
 QO0056.The orthometric height was determined by differential leveling
 QO0056.and adjusted by the National Geodetic Survey in June 1991..
 QO0056
 QO0056.The geoid height was determined by GEOID03.
 QO0056
 QO0056.The dynamic height is computed by dividing the NAVD 88
 QO0056.geopotential number by the normal gravity value computed on the
 QO0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0056.degrees latitude (g = 980.6199 gals.).
 QO0056
 QO0056.The modeled gravity was interpolated from observed gravity values.
 QO0056
 QO0056;                    North         East    Units  Estimated Accuracy
 QO0056;SPC WI C     -   140,130.      423,510.      MT  (+/- 180 meters Scaled)
 QO0056
 QO0056                          SUPERSEDED SURVEY CONTROL
 QO0056
 QO0056  NGVD 29 (??/??/92)  360.008  (m)         1181.13   (f) ADJ UNCH    2 0
 QO0056
 QO0056.Superseded values are not recommended for survey control.
 QO0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0056.See file dsdata.txt to determine how the superseded data were derived.
 QO0056
 QO0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK596912(NAD 83)
 QO0056_MARKER: DB = BENCH MARK DISK
 QO0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0056_STAMPING: J 50 1934
 QO0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0056+STABILITY: SURFACE MOTION
 QO0056
 QO0056  HISTORY     - Date     Condition        Report By
 QO0056  HISTORY     - 1934     MONUMENTED       CGS
 QO0056  HISTORY     - 1943     GOOD             USGS
 QO0056  HISTORY     - 1975     MARK NOT FOUND   USGS
 QO0056
 QO0056                          STATION DESCRIPTION
 QO0056
 QO0056'DESCRIBED BY US GEOLOGICAL SURVEY 1943
 QO0056'1.1 MI SE FROM EMERAL.
 QO0056'1.1 MI. SE OF OLD EMERALD RR STA. ON SOO RAILROAD GRADE, 24 FT. N OF
 QO0056'E.-W. RD., 30 FT. W OF CENTERLINE OF OLD RR GRADE, 18 FT. E. OF CORNER
 QO0056'OF RR RIGHT-OF-WAY FENCE, IN CONCRETE POST.  STANDARD DISK.
 QO0056
 QO0056                          STATION RECOVERY (1975)
 QO0056
 QO0056'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 QO0056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0277 ***********************************************************************
 PO0277  DESIGNATION -  J 51
 PO0277  PID         -  PO0277
 PO0277  STATE/COUNTY-  WI/CHIPPEWA
 PO0277  USGS QUAD   -  ALBERTVILLE (1972)
 PO0277
 PO0277                         *CURRENT SURVEY CONTROL
 PO0277  ___________________________________________________________________
 PO0277* NAD 83(1986)-  44 56 56.     (N)    091 31 44.     (W)     SCALED    
 PO0277* NAVD 88     -       303.878  (meters)     996.97   (feet)  ADJUSTED  
 PO0277  ___________________________________________________________________
 PO0277  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 PO0277  DYNAMIC HT  -         303.847 (meters)     996.87  (feet)  COMP
 PO0277  MODELED GRAV-     980,505.9   (mgal)                       NAVD 88
 PO0277
 PO0277  VERT ORDER  -  SECOND    CLASS 0
 PO0277
 PO0277.The horizontal coordinates were scaled from a topographic map and have
 PO0277.an estimated accuracy of +/- 6 seconds.
 PO0277
 PO0277.The orthometric height was determined by differential leveling
 PO0277.and adjusted by the National Geodetic Survey in June 1991..
 PO0277
 PO0277.The geoid height was determined by GEOID03.
 PO0277
 PO0277.The dynamic height is computed by dividing the NAVD 88
 PO0277.geopotential number by the normal gravity value computed on the
 PO0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0277.degrees latitude (g = 980.6199 gals.).
 PO0277
 PO0277.The modeled gravity was interpolated from observed gravity values.
 PO0277
 PO0277;                    North         East    Units  Estimated Accuracy
 PO0277;SPC WI C     -   125,100.      479,360.      MT  (+/- 180 meters Scaled)
 PO0277
 PO0277                          SUPERSEDED SURVEY CONTROL
 PO0277
 PO0277  NGVD 29 (??/??/92)  303.858  (m)          996.91   (f) ADJ UNCH    2 0
 PO0277
 PO0277.Superseded values are not recommended for survey control.
 PO0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0277.See file dsdata.txt to determine how the superseded data were derived.
 PO0277
 PO0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK160783(NAD 83)
 PO0277_MARKER: DB = BENCH MARK DISK
 PO0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0277+STABILITY: SURFACE MOTION
 PO0277
 PO0277  HISTORY     - Date     Condition        Report By
 PO0277  HISTORY     - UNK      MONUMENTED       CGS
 PO0277  HISTORY     - 1934     GOOD             NGS
 PO0277  HISTORY     - 1972     MARK NOT FOUND   USGS
 PO0277  HISTORY     - 20031204 MARK NOT FOUND   WIDT
 PO0277
 PO0277                          STATION DESCRIPTION
 PO0277
 PO0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PO0277'7.5 MI W FROM CHIPPEWA FALLS.
 PO0277'7.5 MILES WEST OF CHIPPEWA FALLS DEPOT 24 FEET SOUTH OF CENTER
 PO0277'OF MAIN TRACK OF SOO RY., 30 FEET WEST OF CENTER OF ROAD, AT
 PO0277'MILE POST 358.4
 PO0277
 PO0277                          STATION RECOVERY (1972)
 PO0277
 PO0277'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 PO0277'MARK NOT FOUND.
 PO0277
 PO0277                          STATION RECOVERY (2003)
 PO0277
 PO0277'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0277'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP0099 ***********************************************************************
 PP0099  DESIGNATION -  J 52
 PP0099  PID         -  PP0099
 PP0099  STATE/COUNTY-  WI/BUFFALO
 PP0099  USGS QUAD   -  WABASHA NORTH (1974)
 PP0099
 PP0099                         *CURRENT SURVEY CONTROL
 PP0099  ___________________________________________________________________
 PP0099* NAD 83(1986)-  44 25 41.     (N)    092 04 03.     (W)     SCALED    
 PP0099* NAVD 88     -       208.509  (meters)     684.08   (feet)  ADJUSTED  
 PP0099  ___________________________________________________________________
 PP0099  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 PP0099  DYNAMIC HT  -         208.480 (meters)     683.99  (feet)  COMP
 PP0099  MODELED GRAV-     980,476.0   (mgal)                       NAVD 88
 PP0099
 PP0099  VERT ORDER  -  SECOND    CLASS 0
 PP0099
 PP0099.The horizontal coordinates were scaled from a topographic map and have
 PP0099.an estimated accuracy of +/- 6 seconds.
 PP0099
 PP0099.The orthometric height was determined by differential leveling
 PP0099.and adjusted by the National Geodetic Survey in June 1991..
 PP0099
 PP0099.The geoid height was determined by GEOID03.
 PP0099
 PP0099.The dynamic height is computed by dividing the NAVD 88
 PP0099.geopotential number by the normal gravity value computed on the
 PP0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0099.degrees latitude (g = 980.6199 gals.).
 PP0099
 PP0099.The modeled gravity was interpolated from observed gravity values.
 PP0099
 PP0099;                    North         East    Units  Estimated Accuracy
 PP0099;SPC WI C     -    68,180.      435,390.      MT  (+/- 180 meters Scaled)
 PP0099
 PP0099                          SUPERSEDED SURVEY CONTROL
 PP0099
 PP0099  NGVD 29 (??/??/92)  208.458  (m)          683.92   (f) ADJ UNCH    2 0
 PP0099
 PP0099.Superseded values are not recommended for survey control.
 PP0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0099.See file dsdata.txt to determine how the superseded data were derived.
 PP0099
 PP0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK742198(NAD 83)
 PP0099_MARKER: DB = BENCH MARK DISK
 PP0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0099_STAMPING: J 52 1934
 PP0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0099+STABILITY: SURFACE MOTION
 PP0099
 PP0099  HISTORY     - Date     Condition        Report By
 PP0099  HISTORY     - 1934     MONUMENTED       CGS
 PP0099
 PP0099                          STATION DESCRIPTION
 PP0099
 PP0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PP0099'3.9 MI NE FROM WABASHA, MN.
 PP0099'3.9 MILES NORTHEAST OF WABASHA DEPOT.  58 FEET EAST OF CENTER OF MAIN
 PP0099'TRACK OF C. M. ST. P. AND P. RR.  15 FEET NORTH OF CENTER OF MAIN
 PP0099'TRACK OF C. B. AND Q. RR.  4 FEET EAST OF EAST LINE OF TREVINO DEPOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0108 ***********************************************************************
 QN0108  DESIGNATION -  J 53
 QN0108  PID         -  QN0108
 QN0108  STATE/COUNTY-  WI/TAYLOR
 QN0108  USGS QUAD   -  WESTBORO (1970)
 QN0108
 QN0108                         *CURRENT SURVEY CONTROL
 QN0108  ___________________________________________________________________
 QN0108* NAD 83(1986)-  45 21 08.     (N)    090 17 47.     (W)     SCALED    
 QN0108* NAVD 88     -       458.891  (meters)    1505.54   (feet)  ADJUSTED  
 QN0108  ___________________________________________________________________
 QN0108  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 QN0108  DYNAMIC HT  -         458.857 (meters)    1505.43  (feet)  COMP
 QN0108  MODELED GRAV-     980,529.1   (mgal)                       NAVD 88
 QN0108
 QN0108  VERT ORDER  -  SECOND    CLASS 0
 QN0108
 QN0108.The horizontal coordinates were scaled from a topographic map and have
 QN0108.an estimated accuracy of +/- 6 seconds.
 QN0108
 QN0108.The orthometric height was determined by differential leveling
 QN0108.and adjusted by the National Geodetic Survey in June 1991..
 QN0108
 QN0108.The geoid height was determined by GEOID03.
 QN0108
 QN0108.The dynamic height is computed by dividing the NAVD 88
 QN0108.geopotential number by the normal gravity value computed on the
 QN0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0108.degrees latitude (g = 980.6199 gals.).
 QN0108
 QN0108.The modeled gravity was interpolated from observed gravity values.
 QN0108
 QN0108;                    North         East    Units  Estimated Accuracy
 QN0108;SPC WI C     -   168,820.      576,780.      MT  (+/- 180 meters Scaled)
 QN0108
 QN0108                          SUPERSEDED SURVEY CONTROL
 QN0108
 QN0108  NGVD 29 (??/??/92)  458.880  (m)         1505.51   (f) ADJ UNCH    2 0
 QN0108
 QN0108.Superseded values are not recommended for survey control.
 QN0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0108.See file dsdata.txt to determine how the superseded data were derived.
 QN0108
 QN0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL117256(NAD 83)
 QN0108_MARKER: DB = BENCH MARK DISK
 QN0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0108_STAMPING: J 53 1934
 QN0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0108+STABILITY: SURFACE MOTION
 QN0108
 QN0108  HISTORY     - Date     Condition        Report By
 QN0108  HISTORY     - 1934     MONUMENTED       CGS
 QN0108  HISTORY     - 20041012 MARK NOT FOUND   WIDT
 QN0108
 QN0108                          STATION DESCRIPTION
 QN0108
 QN0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QN0108'AT WESTBORO.
 QN0108'AT WESTBORO, TAYLOR COUNTY, 32 FEET SOUTH OF THE MINNEAPOLIS,
 QN0108'ST. PAUL AND SAULT STE. MARIE RAILWAY STATION, ABOUT 2 POLES
 QN0108'NORTH OF MILEPOST 332, 80 FEET SOUTHEAST OF STATE HIGHWAY 13,
 QN0108'AND 38 FEET WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD
 QN0108'DISK, STAMPED J 53 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QN0108
 QN0108                          STATION RECOVERY (2004)
 QN0108
 QN0108'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0131 ***********************************************************************
 PO0131  DESIGNATION -  J 54
 PO0131  PID         -  PO0131
 PO0131  STATE/COUNTY-  WI/JACKSON
 PO0131  USGS QUAD   -  MERRILLAN (1984)
 PO0131
 PO0131                         *CURRENT SURVEY CONTROL
 PO0131  ___________________________________________________________________
 PO0131* NAD 83(1986)-  44 27 56.     (N)    090 50 56.     (W)     SCALED    
 PO0131* NAVD 88     -       288.161  (meters)     945.41   (feet)  ADJUSTED  
 PO0131  ___________________________________________________________________
 PO0131  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 PO0131  DYNAMIC HT  -         288.118 (meters)     945.27  (feet)  COMP
 PO0131  MODELED GRAV-     980,460.2   (mgal)                       NAVD 88
 PO0131
 PO0131  VERT ORDER  -  SECOND    CLASS 0
 PO0131
 PO0131.The horizontal coordinates were scaled from a topographic map and have
 PO0131.an estimated accuracy of +/- 6 seconds.
 PO0131
 PO0131.The orthometric height was determined by differential leveling
 PO0131.and adjusted by the National Geodetic Survey in June 1991..
 PO0131
 PO0131.The geoid height was determined by GEOID03.
 PO0131
 PO0131.The dynamic height is computed by dividing the NAVD 88
 PO0131.geopotential number by the normal gravity value computed on the
 PO0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0131.degrees latitude (g = 980.6199 gals.).
 PO0131
 PO0131.The modeled gravity was interpolated from observed gravity values.
 PO0131
 PO0131;                    North         East    Units  Estimated Accuracy
 PO0131;SPC WI C     -    70,600.      532,450.      MT  (+/- 180 meters Scaled)
 PO0131
 PO0131                          SUPERSEDED SURVEY CONTROL
 PO0131
 PO0131  NGVD 29 (??/??/92)  288.164  (m)          945.42   (f) ADJ UNCH    2 0
 PO0131
 PO0131.Superseded values are not recommended for survey control.
 PO0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0131.See file dsdata.txt to determine how the superseded data were derived.
 PO0131
 PO0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK711258(NAD 83)
 PO0131_MARKER: DB = BENCH MARK DISK
 PO0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0131_STAMPING: J 54 1934
 PO0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0131+STABILITY: SURFACE MOTION
 PO0131
 PO0131  HISTORY     - Date     Condition        Report By
 PO0131  HISTORY     - 1934     MONUMENTED       CGS
 PO0131
 PO0131                          STATION DESCRIPTION
 PO0131
 PO0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PO0131'0.9 MI N FROM MERRILLAN.
 PO0131'0.9 MILE NORTH ALONG THE CHICAGO, SAINT PAUL, MINNEAPOLIS AND
 PO0131'OMAHA RAILWAY FROM MERRILLAN, JACKSON COUNTY, 31-1/2 POLES SOUTH
 PO0131'OF MILEPOST 130, 30 FEET NORTHWEST OF A SWITCH SEMAPHORE,
 PO0131'40 FEET WEST OF THE CENTERLINE OF THE SOUTHBOUND MAIN TRACK AND
 PO0131'10 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 PO0131'J 54 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 PO0131'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0115 ***********************************************************************
 PO0115  DESIGNATION -  J 55
 PO0115  PID         -  PO0115
 PO0115  STATE/COUNTY-  WI/MONROE
 PO0115  USGS QUAD   -  WYEVILLE (1981)
 PO0115
 PO0115                         *CURRENT SURVEY CONTROL
 PO0115  ___________________________________________________________________
 PO0115* NAD 83(1986)-  44 01 42.     (N)    090 23 04.     (W)     SCALED    
 PO0115* NAVD 88     -       279.803  (meters)     917.99   (feet)  ADJUSTED  
 PO0115  ___________________________________________________________________
 PO0115  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 PO0115  DYNAMIC HT  -         279.747 (meters)     917.80  (feet)  COMP
 PO0115  MODELED GRAV-     980,413.2   (mgal)                       NAVD 88
 PO0115
 PO0115  VERT ORDER  -  SECOND    CLASS 0
 PO0115
 PO0115.The horizontal coordinates were scaled from a topographic map and have
 PO0115.an estimated accuracy of +/- 6 seconds.
 PO0115
 PO0115.The orthometric height was determined by differential leveling
 PO0115.and adjusted by the National Geodetic Survey in June 1991..
 PO0115
 PO0115.The geoid height was determined by GEOID03.
 PO0115
 PO0115.The dynamic height is computed by dividing the NAVD 88
 PO0115.geopotential number by the normal gravity value computed on the
 PO0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0115.degrees latitude (g = 980.6199 gals.).
 PO0115
 PO0115.The modeled gravity was interpolated from observed gravity values.
 PO0115
 PO0115;                    North         East    Units  Estimated Accuracy
 PO0115;SPC WI S     -   225,410.      569,180.      MT  (+/- 180 meters Scaled)
 PO0115
 PO0115                          SUPERSEDED SURVEY CONTROL
 PO0115
 PO0115  NGVD 29 (??/??/92)  279.818  (m)          918.04   (f) ADJ UNCH    2 0
 PO0115
 PO0115.Superseded values are not recommended for survey control.
 PO0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0115.See file dsdata.txt to determine how the superseded data were derived.
 PO0115
 PO0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ096783(NAD 83)
 PO0115_MARKER: DB = BENCH MARK DISK
 PO0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0115+STABILITY: SURFACE MOTION
 PO0115
 PO0115  HISTORY     - Date     Condition        Report By
 PO0115  HISTORY     - UNK      MONUMENTED       CGS
 PO0115  HISTORY     - 1934     GOOD             NGS
 PO0115  HISTORY     - 20031107 MARK NOT FOUND   WIDT
 PO0115
 PO0115                          STATION DESCRIPTION
 PO0115
 PO0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PO0115'IN WYEVILLE.
 PO0115'IN WYEVILLE ALONG THE CHICAGO MINNEAPOLIS ST PAUL AND OMAHA
 PO0115'RR 40 FEET EAST OF CENTER OF SOUTHBOUND TRACK 3 1/2 RAILS NORTH
 PO0115'OF ROAD CROSSING OPPOSITE POLE 173+12 1 IN ABOVE GROUND
 PO0115
 PO0115                          STATION RECOVERY (2003)
 PO0115
 PO0115'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0123 ***********************************************************************
 PO0123  DESIGNATION -  J 56
 PO0123  PID         -  PO0123
 PO0123  STATE/COUNTY-  WI/JACKSON
 PO0123  USGS QUAD   -  MERRILLAN (1984)
 PO0123
 PO0123                         *CURRENT SURVEY CONTROL
 PO0123  ___________________________________________________________________
 PO0123* NAD 83(1986)-  44 27 08.     (N)    090 51 12.     (W)     SCALED    
 PO0123* NAVD 88     -       284.573  (meters)     933.64   (feet)  ADJUSTED  
 PO0123  ___________________________________________________________________
 PO0123  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 PO0123  DYNAMIC HT  -         284.529 (meters)     933.49  (feet)  COMP
 PO0123  MODELED GRAV-     980,458.9   (mgal)                       NAVD 88
 PO0123
 PO0123  VERT ORDER  -  SECOND    CLASS 0
 PO0123
 PO0123.The horizontal coordinates were scaled from a topographic map and have
 PO0123.an estimated accuracy of +/- 6 seconds.
 PO0123
 PO0123.The orthometric height was determined by differential leveling
 PO0123.and adjusted by the National Geodetic Survey in June 1991..
 PO0123
 PO0123.The geoid height was determined by GEOID03.
 PO0123
 PO0123.The dynamic height is computed by dividing the NAVD 88
 PO0123.geopotential number by the normal gravity value computed on the
 PO0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0123.degrees latitude (g = 980.6199 gals.).
 PO0123
 PO0123.The modeled gravity was interpolated from observed gravity values.
 PO0123
 PO0123;                    North         East    Units  Estimated Accuracy
 PO0123;SPC WI C     -    69,130.      532,080.      MT  (+/- 180 meters Scaled)
 PO0123
 PO0123                          SUPERSEDED SURVEY CONTROL
 PO0123
 PO0123  NGVD 29 (??/??/92)  284.575  (m)          933.64   (f) ADJ UNCH    2 0
 PO0123
 PO0123.Superseded values are not recommended for survey control.
 PO0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0123.See file dsdata.txt to determine how the superseded data were derived.
 PO0123
 PO0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK707243(NAD 83)
 PO0123_MARKER: DB = BENCH MARK DISK
 PO0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0123_STAMPING: J 56 1934
 PO0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0123+STABILITY: SURFACE MOTION
 PO0123
 PO0123  HISTORY     - Date     Condition        Report By
 PO0123  HISTORY     - 1934     MONUMENTED       CGS
 PO0123
 PO0123                          STATION DESCRIPTION
 PO0123
 PO0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PO0123'0.6 MI W FROM MERRILLAN.
 PO0123'ABOUT 0.6 MILE WEST ALONG THE GREEN BAY AND WESTERN RAILROAD FROM
 PO0123'MERRILLAN, JACKSON COUNTY, ON THE EXTENSION OF THE TANGENT OF THE
 PO0123'NORTH RAIL WEST, AND 20 FEET NORTH OF THE CENTER LINE OF THE
 PO0123'TRACK.  A STANDARD DISK, STAMPED J 56 1934 AND SET IN THE TOP OF
 PO0123'A CONCRETE POST ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0253 ***********************************************************************
 QN0253  DESIGNATION -  J 57
 QN0253  PID         -  QN0253
 QN0253  STATE/COUNTY-  WI/BARRON
 QN0253  USGS QUAD   -  NEW AUBURN (1975)
 QN0253
 QN0253                         *CURRENT SURVEY CONTROL
 QN0253  ___________________________________________________________________
 QN0253* NAD 83(1986)-  45 14 50.     (N)    091 35 36.     (W)     SCALED    
 QN0253* NAVD 88     -       329.833  (meters)    1082.13   (feet)  ADJUSTED  
 QN0253  ___________________________________________________________________
 QN0253  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 QN0253  DYNAMIC HT  -         329.814 (meters)    1082.06  (feet)  COMP
 QN0253  MODELED GRAV-     980,548.0   (mgal)                       NAVD 88
 QN0253
 QN0253  VERT ORDER  -  SECOND    CLASS 0
 QN0253
 QN0253.The horizontal coordinates were scaled from a topographic map and have
 QN0253.an estimated accuracy of +/- 6 seconds.
 QN0253
 QN0253.The orthometric height was determined by differential leveling
 QN0253.and adjusted by the National Geodetic Survey in June 1991..
 QN0253
 QN0253.The geoid height was determined by GEOID03.
 QN0253
 QN0253.The dynamic height is computed by dividing the NAVD 88
 QN0253.geopotential number by the normal gravity value computed on the
 QN0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0253.degrees latitude (g = 980.6199 gals.).
 QN0253
 QN0253.The modeled gravity was interpolated from observed gravity values.
 QN0253
 QN0253;                    North         East    Units  Estimated Accuracy
 QN0253;SPC WI C     -   158,340.      474,930.      MT  (+/- 180 meters Scaled)
 QN0253
 QN0253                          SUPERSEDED SURVEY CONTROL
 QN0253
 QN0253  NGVD 29 (??/??/92)  329.826  (m)         1082.10   (f) ADJ UNCH    2 0
 QN0253
 QN0253.Superseded values are not recommended for survey control.
 QN0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0253.See file dsdata.txt to determine how the superseded data were derived.
 QN0253
 QN0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL103113(NAD 83)
 QN0253_MARKER: DB = BENCH MARK DISK
 QN0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0253_STAMPING: J 57 1934
 QN0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0253+STABILITY: SURFACE MOTION
 QN0253
 QN0253  HISTORY     - Date     Condition        Report By
 QN0253  HISTORY     - 1934     MONUMENTED       CGS
 QN0253  HISTORY     - 20031105 MARK NOT FOUND   WIDT
 QN0253  HISTORY     - 20040920 MARK NOT FOUND   WIDT
 QN0253
 QN0253                          STATION DESCRIPTION
 QN0253
 QN0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QN0253'3 MI N FROM NEW AUBURN.
 QN0253'IN BARRON COUNTY, ABOUT 3 MILES NORTH OF NEW AUBURN ALONG THE
 QN0253'CHICAGO, SAINT PAUL, MINNEAPOLIS AND OMAHA RAILWAY FROM NEW
 QN0253'AUBURN, CHIPPEWA COUNTY, 0.4 MILE NORTH OF MILEPOST 36, AT A
 QN0253'ROAD CROSSING, 40 FEET SOUTH OF THE ROAD, 50 FEET WEST OF U.S.
 QN0253'HIGHWAY 53, AND 50 FEET EAST OF THE CENTERLINE OF THE TRACK.
 QN0253'A STANDARD DISK, STAMPED J 57 1934 AND SET IN THE TOP OF A
 QN0253'CONCRETE POST.
 QN0253
 QN0253                          STATION RECOVERY (2003)
 QN0253
 QN0253'RECOVERY NOTE BY WI DEPT OF TRANSP 2003
 QN0253'MARK NOT FOUND.
 QN0253
 QN0253                          STATION RECOVERY (2004)
 QN0253
 QN0253'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0305 ***********************************************************************
 PO0305  DESIGNATION -  J 58
 PO0305  PID         -  PO0305
 PO0305  STATE/COUNTY-  WI/EAU CLAIRE
 PO0305  USGS QUAD   -  EAU CLAIRE WEST (1982)
 PO0305
 PO0305                         *CURRENT SURVEY CONTROL
 PO0305  ___________________________________________________________________
 PO0305* NAD 83(1986)-  44 47 11.     (N)    091 31 55.     (W)     SCALED    
 PO0305* NAVD 88     -       236.137  (meters)     774.73   (feet)  ADJUSTED  
 PO0305  ___________________________________________________________________
 PO0305  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 PO0305  DYNAMIC HT  -         236.115 (meters)     774.65  (feet)  COMP
 PO0305  MODELED GRAV-     980,517.0   (mgal)                       NAVD 88
 PO0305
 PO0305  VERT ORDER  -  SECOND    CLASS 0
 PO0305
 PO0305.The horizontal coordinates were scaled from a topographic map and have
 PO0305.an estimated accuracy of +/- 6 seconds.
 PO0305
 PO0305.The orthometric height was determined by differential leveling
 PO0305.and adjusted by the National Geodetic Survey in June 1991..
 PO0305
 PO0305.The geoid height was determined by GEOID03.
 PO0305
 PO0305.The dynamic height is computed by dividing the NAVD 88
 PO0305.geopotential number by the normal gravity value computed on the
 PO0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0305.degrees latitude (g = 980.6199 gals.).
 PO0305
 PO0305.The modeled gravity was interpolated from observed gravity values.
 PO0305
 PO0305;                    North         East    Units  Estimated Accuracy
 PO0305;SPC WI C     -   107,050.      478,780.      MT  (+/- 180 meters Scaled)
 PO0305
 PO0305                          SUPERSEDED SURVEY CONTROL
 PO0305
 PO0305  NGVD 29 (??/??/92)  236.124  (m)          774.68   (f) ADJ UNCH    2 0
 PO0305
 PO0305.Superseded values are not recommended for survey control.
 PO0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0305.See file dsdata.txt to determine how the superseded data were derived.
 PO0305
 PO0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK161602(NAD 83)
 PO0305_MARKER: DB = BENCH MARK DISK
 PO0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0305+STABILITY: SURFACE MOTION
 PO0305
 PO0305  HISTORY     - Date     Condition        Report By
 PO0305  HISTORY     - UNK      MONUMENTED       CGS
 PO0305  HISTORY     - 1934     GOOD             NGS
 PO0305  HISTORY     - 1972     MARK NOT FOUND   USGS
 PO0305  HISTORY     - 20031202 MARK NOT FOUND   WIDT
 PO0305
 PO0305                          STATION DESCRIPTION
 PO0305
 PO0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PO0305'2.6 MI W FROM EAU CLAIRE.
 PO0305'2.6 MILES WEST OF EAU CLAIRE DEPOT 15 FEET WEST OF CENTER OF
 PO0305'MAIN TRACK OF C. M. ST. P. AND P. RR.  5 1/2 RAILS NORTH OF
 PO0305'MILE POST 46 12 RAILS NORTH OF CENTER OF HIGHWAY 85.
 PO0305
 PO0305                          STATION RECOVERY (1972)
 PO0305
 PO0305'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 PO0305'MARK NOT FOUND.
 PO0305
 PO0305                          STATION RECOVERY (2003)
 PO0305
 PO0305'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJV)
 PO0305'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP0593 ***********************************************************************
 PP0593  DESIGNATION -  J 59
 PP0593  PID         -  PP0593
 PP0593  STATE/COUNTY-  WI/PIERCE
 PP0593  USGS QUAD   -  DIAMOND BLUFF EAST (1974)
 PP0593
 PP0593                         *CURRENT SURVEY CONTROL
 PP0593  ___________________________________________________________________
 PP0593* NAD 83(1986)-  44 40 09.     (N)    092 31 02.     (W)     SCALED    
 PP0593* NAVD 88     -       321.496  (meters)    1054.77   (feet)  ADJUSTED  
 PP0593  ___________________________________________________________________
 PP0593  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 PP0593  DYNAMIC HT  -         321.448 (meters)    1054.62  (feet)  COMP
 PP0593  MODELED GRAV-     980,458.7   (mgal)                       NAVD 88
 PP0593
 PP0593  VERT ORDER  -  SECOND    CLASS 0
 PP0593
 PP0593.The horizontal coordinates were scaled from a topographic map and have
 PP0593.an estimated accuracy of +/- 6 seconds.
 PP0593
 PP0593.The orthometric height was determined by differential leveling
 PP0593.and adjusted by the National Geodetic Survey in June 1991..
 PP0593
 PP0593.The geoid height was determined by GEOID03.
 PP0593
 PP0593.The dynamic height is computed by dividing the NAVD 88
 PP0593.geopotential number by the normal gravity value computed on the
 PP0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0593.degrees latitude (g = 980.6199 gals.).
 PP0593
 PP0593.The modeled gravity was interpolated from observed gravity values.
 PP0593
 PP0593;                    North         East    Units  Estimated Accuracy
 PP0593;SPC WI C     -    95,970.      400,430.      MT  (+/- 180 meters Scaled)
 PP0593
 PP0593                          SUPERSEDED SURVEY CONTROL
 PP0593
 PP0593  NGVD 29 (??/??/92)  321.498  (m)         1054.78   (f) ADJ UNCH    2 0
 PP0593
 PP0593.Superseded values are not recommended for survey control.
 PP0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0593.See file dsdata.txt to determine how the superseded data were derived.
 PP0593
 PP0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK382463(NAD 83)
 PP0593_MARKER: DB = BENCH MARK DISK
 PP0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0593_STAMPING: J 59 1934
 PP0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0593+STABILITY: SURFACE MOTION
 PP0593
 PP0593  HISTORY     - Date     Condition        Report By
 PP0593  HISTORY     - 1934     MONUMENTED       CGS
 PP0593  HISTORY     - 1974     MARK NOT FOUND   USGS
 PP0593  HISTORY     - 20031203 MARK NOT FOUND   WIDT
 PP0593
 PP0593                          STATION DESCRIPTION
 PP0593
 PP0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PP0593'5.57 MI N FROM HAGER CITY.
 PP0593'5.57 MILES NORTH OF BY HIGHWAY ALONG STATE HIGHWAY NO. 46 40 FEET EAST
 PP0593'OF CENTER OF HIGHWAY 10 FEET EAST OF SOUTHWEST CORNER OF LINDGREN
 PP0593'SCHOOL ALONG THE SOUTH FENCE OF THE SCHOOL YARD FLUSH WITH THE GROUND.
 PP0593
 PP0593                          STATION RECOVERY (1974)
 PP0593
 PP0593'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 PP0593'MARK NOT FOUND.
 PP0593
 PP0593                          STATION RECOVERY (2003)
 PP0593
 PP0593'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PP0593'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0183 ***********************************************************************
 PM0183  DESIGNATION -  J 6
 PM0183  PID         -  PM0183
 PM0183  STATE/COUNTY-  WI/OCONTO
 PM0183  USGS QUAD   -  LITTLE TAIL POINT (1974)
 PM0183
 PM0183                         *CURRENT SURVEY CONTROL
 PM0183  ___________________________________________________________________
 PM0183* NAD 83(1986)-  44 44 32.     (N)    087 59 01.     (W)     SCALED    
 PM0183* NAVD 88     -       180.070  (meters)     590.78   (feet)  ADJUSTED  
 PM0183  ___________________________________________________________________
 PM0183  GEOID HEIGHT-         -36.32  (meters)                     GEOID03
 PM0183  DYNAMIC HT  -         180.051 (meters)     590.72  (feet)  COMP
 PM0183  MODELED GRAV-     980,509.4   (mgal)                       NAVD 88
 PM0183
 PM0183  VERT ORDER  -  FIRST     CLASS 0
 PM0183
 PM0183.The horizontal coordinates were scaled from a topographic map and have
 PM0183.an estimated accuracy of +/- 6 seconds.
 PM0183
 PM0183.The orthometric height was determined by differential leveling
 PM0183.and adjusted by the National Geodetic Survey in June 1991..
 PM0183
 PM0183.The geoid height was determined by GEOID03.
 PM0183
 PM0183.The dynamic height is computed by dividing the NAVD 88
 PM0183.geopotential number by the normal gravity value computed on the
 PM0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0183.degrees latitude (g = 980.6199 gals.).
 PM0183
 PM0183.The modeled gravity was interpolated from observed gravity values.
 PM0183
 PM0183;                    North         East    Units  Estimated Accuracy
 PM0183;SPC WI C     -   102,980.      759,670.      MT  (+/- 180 meters Scaled)
 PM0183
 PM0183                          SUPERSEDED SURVEY CONTROL
 PM0183
 PM0183  NGVD 29 (??/??/92)  180.050  (m)          590.71   (f) ADJ UNCH    1 0
 PM0183
 PM0183.Superseded values are not recommended for survey control.
 PM0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0183.See file dsdata.txt to determine how the superseded data were derived.
 PM0183
 PM0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ221547(NAD 83)
 PM0183_MARKER: DB = BENCH MARK DISK
 PM0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PM0183_STAMPING: 590.714 J 6 1930
 PM0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0183+STABILITY: SURFACE MOTION
 PM0183_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0183+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2005
 PM0183
 PM0183  HISTORY     - Date     Condition        Report By
 PM0183  HISTORY     - 1930     MONUMENTED       CGS
 PM0183  HISTORY     - 1934     GOOD             NGS
 PM0183  HISTORY     - 1972     GOOD             NGS
 PM0183  HISTORY     - 19901015 GOOD             USPSQD
 PM0183  HISTORY     - 19961002 GOOD             USPSQD
 PM0183  HISTORY     - 20021010 GOOD             USPSQD
 PM0183  HISTORY     - 20051208 GOOD             WIDT
 PM0183
 PM0183                          STATION DESCRIPTION
 PM0183
 PM0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PM0183'2.7 MI N FROM LITTLE SUAMICO.
 PM0183'2.7 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PM0183'FROM LITTLE SUAMICO, OCONTO COUNTY, 65 FEET SOUTH OF BRIDGE
 PM0183'33, AT A WAGON ROAD CROSSING ON THE WILLIAM A FERDON PROPERTY,
 PM0183'19 FEET NORTH OF THE ROAD, AND 36 FEET EAST OF THE EAST
 PM0183'RAIL.  A STANDARD DISK, STAMPED 590.714 J 6 1930 AND SET IN
 PM0183'THE TOP OF A CONCRETE POST.
 PM0183
 PM0183                          STATION RECOVERY (1972)
 PM0183
 PM0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 PM0183'ABOUT 1.85 MILES NORTHEAST ALONG COUNTY ROAD S FROM THE ST JOHN
 PM0183'LUTHERAN CHURCH AT LITTLE SUAMICO, THENCE 0.15 MILE EAST ALONG A DIRT
 PM0183'ROAD, ABOUT 0.6 MILE SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 PM0183'RAILWAY FROM THE CROSSING OF COUNTY ROAD S, 6 RAILS SOUTHWEST OF THE
 PM0183'CENTER OF TWO 24-INCH PIPE CULVERTS UNDER THE TRACK, 46 FEET SOUTH OF
 PM0183'THE 1ST TELEGRAPH POLE SOUTHWEST OF THE CULVERTS, 36.5 FEET SOUTHEAST
 PM0183'OF THE SOUTHEAST RAIL, 18 FEET NORTHEAST OF THE CENTER LINE OF THE
 PM0183'DIRT ROAD, 1 FOOT NORTHWEST OF A METAL WITNESS POST, 3 FEET BELOW THE
 PM0183'LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 PM0183'INCHES ABOVE THE LEVEL OF THE GROUND.  SEC 8, T 26N, R 21E.
 PM0183
 PM0183                          STATION RECOVERY (1990)
 PM0183
 PM0183'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEA)
 PM0183'RECOVERED IN GOOD CONDITION.
 PM0183
 PM0183                          STATION RECOVERY (1996)
 PM0183
 PM0183'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0183'RECOVERED IN GOOD CONDITION.
 PM0183
 PM0183                          STATION RECOVERY (2002)
 PM0183
 PM0183'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 PM0183'RECOVERED IN GOOD CONDITION.
 PM0183
 PM0183                          STATION RECOVERY (2005)
 PM0183
 PM0183'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0183'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0266 ***********************************************************************
 PO0266  DESIGNATION -  J 60
 PO0266  PID         -  PO0266
 PO0266  STATE/COUNTY-  WI/TREMPEALEAU
 PO0266  USGS QUAD   -  SWINNS VALLEY (1973)
 PO0266
 PO0266                         *CURRENT SURVEY CONTROL
 PO0266  ___________________________________________________________________
 PO0266* NAD 83(1986)-  44 15 11.     (N)    091 30 03.     (W)     SCALED    
 PO0266* NAVD 88     -       222.029  (meters)     728.44   (feet)  ADJUSTED  
 PO0266  ___________________________________________________________________
 PO0266  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 PO0266  DYNAMIC HT  -         222.002 (meters)     728.35  (feet)  COMP
 PO0266  MODELED GRAV-     980,489.5   (mgal)                       NAVD 88
 PO0266
 PO0266  VERT ORDER  -  SECOND    CLASS 0
 PO0266
 PO0266.The horizontal coordinates were scaled from a topographic map and have
 PO0266.an estimated accuracy of +/- 6 seconds.
 PO0266
 PO0266.The orthometric height was determined by differential leveling
 PO0266.and adjusted by the National Geodetic Survey in June 1991..
 PO0266
 PO0266.The geoid height was determined by GEOID03.
 PO0266
 PO0266.The dynamic height is computed by dividing the NAVD 88
 PO0266.geopotential number by the normal gravity value computed on the
 PO0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0266.degrees latitude (g = 980.6199 gals.).
 PO0266
 PO0266.The modeled gravity was interpolated from observed gravity values.
 PO0266
 PO0266;                    North         East    Units  Estimated Accuracy
 PO0266;SPC WI C     -    47,750.      480,140.      MT  (+/- 180 meters Scaled)
 PO0266
 PO0266                          SUPERSEDED SURVEY CONTROL
 PO0266
 PO0266  NGVD 29 (??/??/92)  222.046  (m)          728.50   (f) ADJ UNCH    2 0
 PO0266
 PO0266.Superseded values are not recommended for survey control.
 PO0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0266.See file dsdata.txt to determine how the superseded data were derived.
 PO0266
 PO0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK196010(NAD 83)
 PO0266_MARKER: DB = BENCH MARK DISK
 PO0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0266+STABILITY: SURFACE MOTION
 PO0266
 PO0266  HISTORY     - Date     Condition        Report By
 PO0266  HISTORY     - UNK      MONUMENTED       CGS
 PO0266  HISTORY     - 1934     GOOD             NGS
 PO0266  HISTORY     - 1942     GOOD             GWRR
 PO0266  HISTORY     - 1973     MARK NOT FOUND   USGS
 PO0266  HISTORY     - 20031119 MARK NOT FOUND   WIDT
 PO0266
 PO0266                          STATION DESCRIPTION
 PO0266
 PO0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PO0266'IN ARCADIA.
 PO0266'IN ARCADIA NEAR THE GREEN BAY AND WESTERN RR DEPOT IN THE
 PO0266'NORTHWEST ANGLE OF THE INTERSECTION OF THE RR AND MAIN STREET
 PO0266'75 FEET SOUTHWEST OF DEPOT 40 FEET NORTH OF CENTER OF MAIN
 PO0266'STREET 21 FEET WEST OF CENTER OF MAIN LINE TRACK 3 IN ABOVE THE
 PO0266'GROUND
 PO0266
 PO0266                          STATION RECOVERY (1942)
 PO0266
 PO0266'RECOVERY NOTE BY GREAT WESTERN RAILROAD 1942
 PO0266'RECOVERED IN GOOD CONDITION.
 PO0266
 PO0266                          STATION RECOVERY (1973)
 PO0266
 PO0266'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PO0266'MARK NOT FOUND.
 PO0266
 PO0266                          STATION RECOVERY (2003)
 PO0266
 PO0266'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0266'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL1124 ***********************************************************************
 RL1124  DESIGNATION -  J 61
 RL1124  PID         -  RL1124
 RL1124  STATE/COUNTY-  WI/IRON
 RL1124  USGS QUAD   -  WINCHESTER (1981)
 RL1124
 RL1124                         *CURRENT SURVEY CONTROL
 RL1124  ___________________________________________________________________
 RL1124* NAD 83(1986)-  46 11 03.     (N)    089 58 59.     (W)     SCALED    
 RL1124* NAVD 88     -       493.182  (meters)    1618.05   (feet)  ADJUSTED  
 RL1124  ___________________________________________________________________
 RL1124  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 RL1124  DYNAMIC HT  -         493.178 (meters)    1618.03  (feet)  COMP
 RL1124  MODELED GRAV-     980,591.5   (mgal)                       NAVD 88
 RL1124
 RL1124  VERT ORDER  -  SECOND    CLASS 0
 RL1124
 RL1124.The horizontal coordinates were scaled from a topographic map and have
 RL1124.an estimated accuracy of +/- 6 seconds.
 RL1124
 RL1124.The orthometric height was determined by differential leveling
 RL1124.and adjusted by the National Geodetic Survey in June 1991..
 RL1124
 RL1124.The geoid height was determined by GEOID03.
 RL1124
 RL1124.The dynamic height is computed by dividing the NAVD 88
 RL1124.geopotential number by the normal gravity value computed on the
 RL1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1124.degrees latitude (g = 980.6199 gals.).
 RL1124
 RL1124.The modeled gravity was interpolated from observed gravity values.
 RL1124
 RL1124;                    North         East    Units  Estimated Accuracy
 RL1124;SPC WI N     -   113,090.      601,310.      MT  (+/- 180 meters Scaled)
 RL1124
 RL1124                          SUPERSEDED SURVEY CONTROL
 RL1124
 RL1124  NGVD 29 (??/??/92)  493.168  (m)         1618.00   (f) ADJ UNCH    2 0
 RL1124
 RL1124.Superseded values are not recommended for survey control.
 RL1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1124.See file dsdata.txt to determine how the superseded data were derived.
 RL1124
 RL1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS697188(NAD 83)
 RL1124_MARKER: DB = BENCH MARK DISK
 RL1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1124_STAMPING: J 61 1948
 RL1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1124+STABILITY: SURFACE MOTION
 RL1124_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1124+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2005
 RL1124
 RL1124  HISTORY     - Date     Condition        Report By
 RL1124  HISTORY     - 1948     MONUMENTED       CGS
 RL1124  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RL1124  HISTORY     - 20050914 GOOD             WIDT
 RL1124  HISTORY     - 20050915 GOOD             WIDT
 RL1124
 RL1124                          STATION DESCRIPTION
 RL1124
 RL1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1124'4.6 MI NE FROM MERCER.
 RL1124'ABOUT 0.8 MILE NORTH ALONG A BLACK TOP ROAD FROM MERCER SCHOOL
 RL1124'AT MERCER, THENCE ABOUT 3.75 MILES EAST ALONG A GRAVEL ROAD,
 RL1124'ABOUT 0.7 MILE OF A ROAD NORTH, AT THE WEST END OF A CUT AND
 RL1124'AT THE JUNCTION OF AN OLD ROAD BED NORTHEAST, 112 FEET
 RL1124'NORTH-NORTHWEST AND ACROSS THE ROAD FROM A TRIANGULAR BLAZED
 RL1124'16-INCH HEMLOCK TREE, 42 FEET NORTH OF THE CENTER LINE OF THE
 RL1124'ROAD, 21 FEET SOUTHEAST OF THE CENTER LINE OF THE OLD ROAD BED
 RL1124'NORTHEAST, 402 FEET EAST-NORTHEAST OF THE NORTH END OF A TRIPLE
 RL1124'PIPE CULVERT, 2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A
 RL1124'CONCRETE POST PROJECTING 6 INCHES.
 RL1124
 RL1124                          STATION RECOVERY (1988)
 RL1124
 RL1124'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL1124'MARK NOT FOUND.
 RL1124
 RL1124                          STATION RECOVERY (2005)
 RL1124
 RL1124'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1124'RECOVERED IN GOOD CONDITION. -ADD-THE STATION IS 4.15 MILES EAST OF
 RL1124'THE JUNCTION OF COUNTY HIGHWAY J AND UNITED STATES HIGHWAT 51 IN
 RL1124'MERCER, 0.15 MILES WEST OF THE JUNCTION OF COUNTY HIGHWAY J AND
 RL1124'BELDING ROAD, 21.9 M EAST OF A TRIPLE CULVERT, 13.7 M NORTH OF COUNTY
 RL1124'HIGHWAY J, 0.2 M SOUTH OF A WHITE WITNESS SIGN ON A STEEL FENCE POST,
 RL1124'AND PROTRUDES 10 CM ABOVE THE GROUND.
 RL1124
 RL1124                          STATION RECOVERY (2005)
 RL1124
 RL1124'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1124'RECOVERED IN GOOD CONDITION. -ADD-THE STATION IS 4.15 MILES EAST OF
 RL1124'THE JUNCTION OF COUNTY HIGHWAY J AND UNITED STATES HIGHWAT 51 IN
 RL1124'MERCER, 0.15 MILES WEST OF THE JUNCTION OF COUNTY HIGHWAY J AND
 RL1124'BELDING ROAD, 21.9 M EAST OF A TRIPLE CULVERT, 13.7 M NORTH OF COUNTY
 RL1124'HIGHWAY J, 0.2 M SOUTH OF A WHITE WITNESS SIGN ON A STEEL FENCE POST,
 RL1124'AND PROTRUDES 10 CM ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL1094 ***********************************************************************
 RL1094  DESIGNATION -  J 62
 RL1094  PID         -  RL1094
 RL1094  STATE/COUNTY-  WI/VILAS
 RL1094  USGS QUAD   -  PIONEER LAKE (1981)
 RL1094
 RL1094                         *CURRENT SURVEY CONTROL
 RL1094  ___________________________________________________________________
 RL1094* NAD 83(1986)-  46 07 07.     (N)    089 08 12.     (W)     SCALED    
 RL1094* NAVD 88     -       538.612  (meters)    1767.10   (feet)  ADJUSTED  
 RL1094  ___________________________________________________________________
 RL1094  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 RL1094  DYNAMIC HT  -         538.609 (meters)    1767.09  (feet)  COMP
 RL1094  MODELED GRAV-     980,592.1   (mgal)                       NAVD 88
 RL1094
 RL1094  VERT ORDER  -  SECOND    CLASS 0
 RL1094
 RL1094.The horizontal coordinates were scaled from a topographic map and have
 RL1094.an estimated accuracy of +/- 6 seconds.
 RL1094
 RL1094.The orthometric height was determined by differential leveling
 RL1094.and adjusted by the National Geodetic Survey in June 1991..
 RL1094
 RL1094.The geoid height was determined by GEOID03.
 RL1094
 RL1094.The dynamic height is computed by dividing the NAVD 88
 RL1094.geopotential number by the normal gravity value computed on the
 RL1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1094.degrees latitude (g = 980.6199 gals.).
 RL1094
 RL1094.The modeled gravity was interpolated from observed gravity values.
 RL1094
 RL1094;                    North         East    Units  Estimated Accuracy
 RL1094;SPC WI N     -   106,170.      666,730.      MT  (+/- 180 meters Scaled)
 RL1094
 RL1094                          SUPERSEDED SURVEY CONTROL
 RL1094
 RL1094  NGVD 29 (??/??/92)  538.624  (m)         1767.14   (f) ADJ UNCH    2 0
 RL1094
 RL1094.Superseded values are not recommended for survey control.
 RL1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1094.See file dsdata.txt to determine how the superseded data were derived.
 RL1094
 RL1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS349094(NAD 83)
 RL1094_MARKER: DB = BENCH MARK DISK
 RL1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1094_STAMPING: J 62 1948
 RL1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1094+STABILITY: SURFACE MOTION
 RL1094
 RL1094  HISTORY     - Date     Condition        Report By
 RL1094  HISTORY     - 1948     MONUMENTED       CGS
 RL1094  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 RL1094  HISTORY     - 20020618 MARK NOT FOUND   USPSQD
 RL1094  HISTORY     - 20051006 MARK NOT FOUND   WIDT
 RL1094
 RL1094                          STATION DESCRIPTION
 RL1094
 RL1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1094'4.8 MI NW FROM PHELPS.
 RL1094'ABOUT 4.75 MILES NORTHWEST ALONG COUNTY HIGHWAY E FROM ITS
 RL1094'JUNCTION WITH STATE HIGHWAY 17 AT PHELPS, AT THE Y JUNCTION
 RL1094'OF A BLACK TOP ROAD LEADING NORTHEAST, 49 FEET NORTH OF THE
 RL1094'CENTER LINE OF THE COUNTY HIGHWAY, 34 FEET NORTHWEST OF THE
 RL1094'CENTER LINE OF THE ROAD NORTHEAST, 1.5 FEET SOUTHEAST OF A
 RL1094'WIRE FENCE, 9 FEET NORTH OF A 2-FOOT BOULDER, 20 FEET SOUTHWEST
 RL1094'OF A 22-INCH JACK PINE TREE AT THE FENCELINE, 2 FEET NORTHEAST
 RL1094'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND
 RL1094'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 RL1094
 RL1094                          STATION RECOVERY (1997)
 RL1094
 RL1094'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL1094'MARK NOT FOUND.
 RL1094
 RL1094                          STATION RECOVERY (2002)
 RL1094
 RL1094'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL1094'MARK NOT FOUND.
 RL1094
 RL1094                          STATION RECOVERY (2005)
 RL1094
 RL1094'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1094'MARK NOT FOUND.  ADD-RECOVERED PREVIOUSLY DESCRIBED JACK PINE,
 RL1094'DIMENSIONS FROM THE ROAD CENTERLINES AND THE JACK PINE PLACE THE
 RL1094'STATION IN A REGRADED AREA WITHIN 1.0 M OF A -STOP-SIGN, NO EVIDENCE
 RL1094'OF THE STATION OR THE LARGE BOULDER WERE RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL1087 ***********************************************************************
 RL1087  DESIGNATION -  J 63
 RL1087  PID         -  RL1087
 RL1087  STATE/COUNTY-  WI/VILAS
 RL1087  USGS QUAD   -  PHELPS (1981)
 RL1087
 RL1087                         *CURRENT SURVEY CONTROL
 RL1087  ___________________________________________________________________
 RL1087* NAD 83(1986)-  46 02 37.     (N)    089 03 14.     (W)     SCALED    
 RL1087* NAVD 88     -       516.907  (meters)    1695.89   (feet)  ADJUSTED  
 RL1087  ___________________________________________________________________
 RL1087  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 RL1087  DYNAMIC HT  -         516.896 (meters)    1695.85  (feet)  COMP
 RL1087  MODELED GRAV-     980,577.1   (mgal)                       NAVD 88
 RL1087
 RL1087  VERT ORDER  -  SECOND    CLASS 0
 RL1087
 RL1087.The horizontal coordinates were scaled from a topographic map and have
 RL1087.an estimated accuracy of +/- 6 seconds.
 RL1087
 RL1087.The orthometric height was determined by differential leveling
 RL1087.and adjusted by the National Geodetic Survey in June 1991..
 RL1087
 RL1087.The geoid height was determined by GEOID03.
 RL1087
 RL1087.The dynamic height is computed by dividing the NAVD 88
 RL1087.geopotential number by the normal gravity value computed on the
 RL1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1087.degrees latitude (g = 980.6199 gals.).
 RL1087
 RL1087.The modeled gravity was interpolated from observed gravity values.
 RL1087
 RL1087;                    North         East    Units  Estimated Accuracy
 RL1087;SPC WI N     -    97,900.      673,230.      MT  (+/- 180 meters Scaled)
 RL1087
 RL1087                          SUPERSEDED SURVEY CONTROL
 RL1087
 RL1087  NGVD 29 (??/??/92)  516.907  (m)         1695.89   (f) ADJ UNCH    2 0
 RL1087
 RL1087.Superseded values are not recommended for survey control.
 RL1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1087.See file dsdata.txt to determine how the superseded data were derived.
 RL1087
 RL1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS410009(NAD 83)
 RL1087_MARKER: DB = BENCH MARK DISK
 RL1087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1087_STAMPING: J 63 1948
 RL1087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1087+STABILITY: SURFACE MOTION
 RL1087_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1087+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2005
 RL1087
 RL1087  HISTORY     - Date     Condition        Report By
 RL1087  HISTORY     - 1948     MONUMENTED       CGS
 RL1087  HISTORY     - 20020618 MARK NOT FOUND   USPSQD
 RL1087  HISTORY     - 20051005 GOOD             WIDT
 RL1087
 RL1087                          STATION DESCRIPTION
 RL1087
 RL1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1087'4 MI SE FROM PHELPS.
 RL1087'ABOUT 1.85 MILES EAST ALONG STATE HIGHWAY 17 FROM THE PHELPS
 RL1087'STATE BANK BUILDING AT PHELPS, THENCE ABOUT 2.1 MILES SOUTHEAST
 RL1087'ALONG A BLACK TOP ROAD (ELVOY ROAD), AT THE OUTSIDE OF A
 RL1087'CURVE SOUTHEAST AND NORTH AND THE JUNCTION OF A ROAD LEADING
 RL1087'WEST, ABOUT 85 YARDS NORTHWEST OF A TRIPLE PIPE CULVERT FOR
 RL1087'DEERSKIN RIVER ON SOUTHEAST TANGENT OF ROAD, 42 FEET WEST OF
 RL1087'THE CENTER LINE OF THE NORTH TANGENT OF THE ROAD, 56 FEET SOUTH
 RL1087'OF THE CENTER LINE OF THE ROAD WEST, 2 FEET SOUTHEAST OF A
 RL1087'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET
 RL1087'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL1087
 RL1087                          STATION RECOVERY (2002)
 RL1087
 RL1087'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL1087'MARK NOT FOUND.
 RL1087
 RL1087                          STATION RECOVERY (2005)
 RL1087
 RL1087'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1087'RECOVERED IN GOOD CONDITION.  ADD THE STATION IS ABOUT 200.0 M EAST OF
 RL1087'COUNTY HIGHWAY A, 17.0 M SOUTH OF THE CENTERLINE OF LONG LAKE DAM ROAD
 RL1087'AT A CURVE AND IN LINE WITH THE CENTERLINE TANGENT TO THE NORTHEAST,
 RL1087'0.3 M NORTHEAST OF AN ORANGE FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL0452 ***********************************************************************
 RL0452  DESIGNATION -  J 64
 RL0452  PID         -  RL0452
 RL0452  STATE/COUNTY-  WI/FOREST
 RL0452  USGS QUAD   -  HAGERMAN LAKE (1981)
 RL0452
 RL0452                         *CURRENT SURVEY CONTROL
 RL0452  ___________________________________________________________________
 RL0452* NAD 83(1986)-  46 01 15.     (N)    088 48 02.     (W)     SCALED    
 RL0452* NAVD 88     -       472.929  (meters)    1551.60   (feet)  ADJUSTED  
 RL0452  ___________________________________________________________________
 RL0452  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 RL0452  DYNAMIC HT  -         472.928 (meters)    1551.60  (feet)  COMP
 RL0452  MODELED GRAV-     980,598.5   (mgal)                       NAVD 88
 RL0452
 RL0452  VERT ORDER  -  SECOND    CLASS 0
 RL0452
 RL0452.The horizontal coordinates were scaled from a topographic map and have
 RL0452.an estimated accuracy of +/- 6 seconds.
 RL0452
 RL0452.The orthometric height was determined by differential leveling
 RL0452.and adjusted by the National Geodetic Survey in June 1991..
 RL0452
 RL0452.The geoid height was determined by GEOID03.
 RL0452
 RL0452.The dynamic height is computed by dividing the NAVD 88
 RL0452.geopotential number by the normal gravity value computed on the
 RL0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0452.degrees latitude (g = 980.6199 gals.).
 RL0452
 RL0452.The modeled gravity was interpolated from observed gravity values.
 RL0452
 RL0452;                    North         East    Units  Estimated Accuracy
 RL0452;SPC WI N     -    95,640.      692,870.      MT  (+/- 180 meters Scaled)
 RL0452
 RL0452                          SUPERSEDED SURVEY CONTROL
 RL0452
 RL0452  NGVD 29 (??/??/92)  472.930  (m)         1551.60   (f) ADJ UNCH    2 0
 RL0452
 RL0452.Superseded values are not recommended for survey control.
 RL0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0452.See file dsdata.txt to determine how the superseded data were derived.
 RL0452
 RL0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR606979(NAD 83)
 RL0452_MARKER: DB = BENCH MARK DISK
 RL0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0452_STAMPING: J 64 1948
 RL0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0452+STABILITY: SURFACE MOTION
 RL0452_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0452+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2005
 RL0452
 RL0452  HISTORY     - Date     Condition        Report By
 RL0452  HISTORY     - 1948     MONUMENTED       CGS
 RL0452  HISTORY     - 20051114 GOOD             WIDT
 RL0452
 RL0452                          STATION DESCRIPTION
 RL0452
 RL0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0452'0.8 MI E FROM NELMA.
 RL0452'0.85 MILE EAST ALONG STATE HIGHWAY 55 FROM THE JUNCTION OF
 RL0452'COUNTY ROAD D AT NELMA, ABOUT 1.0 MILE SOUTHWEST OF THE STATE
 RL0452'LINE (MICHIGAN-WISCONSIN) AND BRIDGE OVER BRULE RIVER, AT THE
 RL0452'WEST END OF A CURVE WITH TANGENTS WEST AND NORTHEAST, 26 FEET
 RL0452'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 19 FEET EAST OF POWER
 RL0452'POLE NO. L 47 30 1901, 151 FEET WEST OF A FENCE CORNER, 150 FEET
 RL0452'EAST OF A CURVE SIGN, 2 FEET WEST OF A WHITE WOODEN WITNESS
 RL0452'POST, 1 FOOT ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 RL0452'POST PROJECTING 5 INCHES.
 RL0452
 RL0452                          STATION RECOVERY (2005)
 RL0452
 RL0452'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL0452'RECOVERED IN GOOD CONDITION.  -NOTE COUNTY HIGHWAY D IN THE PREVIOUS
 RL0452'DESCRIPTION IS NOW STATE HIGHWAY 55. THE POWER POLE IN THE PREVIOUS
 RL0452'DESCRIPTION WAS REPLACED. THE STATION IS 5.0 M EAST OF A NEW POLE
 RL0452'NUMBERED -N67-1233- AND 0.3 M NORTH OF AN ORANGE FIBERGLASS WITNESS
 RL0452'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL1143 ***********************************************************************
 RL1143  DESIGNATION -  J 65
 RL1143  PID         -  RL1143
 RL1143  STATE/COUNTY-  WI/VILAS
 RL1143  USGS QUAD   -  PAPOOSE LAKE (1981)
 RL1143
 RL1143                         *CURRENT SURVEY CONTROL
 RL1143  ___________________________________________________________________
 RL1143* NAD 83(1986)-  46 14 39.     (N)    089 46 10.     (W)     SCALED    
 RL1143* NAVD 88     -       510.410  (meters)    1674.57   (feet)  ADJUSTED  
 RL1143  ___________________________________________________________________
 RL1143  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 RL1143  DYNAMIC HT  -         510.411 (meters)    1674.57  (feet)  COMP
 RL1143  MODELED GRAV-     980,600.6   (mgal)                       NAVD 88
 RL1143
 RL1143  VERT ORDER  -  SECOND    CLASS 0
 RL1143
 RL1143.The horizontal coordinates were scaled from a topographic map and have
 RL1143.an estimated accuracy of +/- 6 seconds.
 RL1143
 RL1143.The orthometric height was determined by differential leveling
 RL1143.and adjusted by the National Geodetic Survey in June 1991..
 RL1143
 RL1143.The geoid height was determined by GEOID03.
 RL1143
 RL1143.The dynamic height is computed by dividing the NAVD 88
 RL1143.geopotential number by the normal gravity value computed on the
 RL1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1143.degrees latitude (g = 980.6199 gals.).
 RL1143
 RL1143.The modeled gravity was interpolated from observed gravity values.
 RL1143
 RL1143;                    North         East    Units  Estimated Accuracy
 RL1143;SPC WI N     -   119,780.      617,780.      MT  (+/- 180 meters Scaled)
 RL1143
 RL1143                          SUPERSEDED SURVEY CONTROL
 RL1143
 RL1143  NGVD 29 (??/??/92)  510.410  (m)         1674.57   (f) ADJ UNCH    2 0
 RL1143
 RL1143.Superseded values are not recommended for survey control.
 RL1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1143.See file dsdata.txt to determine how the superseded data were derived.
 RL1143
 RL1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS865249(NAD 83)
 RL1143_MARKER: DB = BENCH MARK DISK
 RL1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1143_STAMPING: J 65 1948
 RL1143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1143+STABILITY: SURFACE MOTION
 RL1143_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1143+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2005
 RL1143
 RL1143  HISTORY     - Date     Condition        Report By
 RL1143  HISTORY     - 1948     MONUMENTED       CGS
 RL1143  HISTORY     - 20050920 GOOD             WIDT
 RL1143
 RL1143                          STATION DESCRIPTION
 RL1143
 RL1143'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1143'2.4 MI SW FROM WINEGAR.
 RL1143'ABOUT 0.3 MILE SOUTH ALONG A COUNTY ROAD FROM THE GRADE SCHOOL
 RL1143'AT WINEGAR, THENCE ABOUT 2.15 MILES WEST ALONG COUNTY ROAD W
 RL1143'LEADING TO WINCHESTER, ABOUT 1.0 MILE EAST OF THE OLD PRESQUE
 RL1143'ISLE SCHOOL, ABOUT 0.35 MILE WEST OF THE WINEGAR CEMETERY ON
 RL1143'NORTH SIDE OF ROAD, AT THE TOP OF A KNOLL AT ROAD CUT, AT THE
 RL1143'JUNCTION OF A ROAD SOUTH TO PRESQUE ISLE RESORT, 164 FEET WEST
 RL1143'OF THE CENTER LINE OF THE ROAD SOUTH, 27 FEET SOUTH OF THE CENTER
 RL1143'LINE OF THE ROAD, 49 FEET SOUTH AND ACROSS THE ROAD FROM
 RL1143'TELEPHONE POLE NO. 599, 26 FEET EAST OF THE CENTER LINE OF A
 RL1143'DIM ROAD SOUTH, 68 FEET SOUTHEAST OF THE JUNCTION OF A DIM ROAD
 RL1143'NORTHWEST, 3 1/2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A
 RL1143'CONCRETE POST PROJECTING 5 INCHES.
 RL1143
 RL1143                          STATION RECOVERY (2005)
 RL1143
 RL1143'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1143'RECOVERED IN GOOD CONDITION.--ADD-THE STATION IS 0.05 MILES WEST OF
 RL1143'THE JUNCTION OF OLD W ROAD AND BAYVIEW ROAD, 0.3 M NORTH OF AN ORANGE
 RL1143'FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0127 ***********************************************************************
 QN0127  DESIGNATION -  J 7
 QN0127  PID         -  QN0127
 QN0127  STATE/COUNTY-  WI/TAYLOR
 QN0127  USGS QUAD   -  GILMAN (1981)
 QN0127
 QN0127                         *CURRENT SURVEY CONTROL
 QN0127  ___________________________________________________________________
 QN0127* NAD 83(1986)-  45 09 57.     (N)    090 48 47.     (W)     SCALED    
 QN0127* NAVD 88     -       370.508  (meters)    1215.58   (feet)  ADJUSTED  
 QN0127  ___________________________________________________________________
 QN0127  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 QN0127  DYNAMIC HT  -         370.481 (meters)    1215.49  (feet)  COMP
 QN0127  MODELED GRAV-     980,534.2   (mgal)                       NAVD 88
 QN0127
 QN0127  VERT ORDER  -  FIRST     CLASS II
 QN0127
 QN0127.The horizontal coordinates were scaled from a topographic map and have
 QN0127.an estimated accuracy of +/- 6 seconds.
 QN0127
 QN0127.The orthometric height was determined by differential leveling
 QN0127.and adjusted by the National Geodetic Survey in June 1991..
 QN0127
 QN0127.The geoid height was determined by GEOID03.
 QN0127
 QN0127.The dynamic height is computed by dividing the NAVD 88
 QN0127.geopotential number by the normal gravity value computed on the
 QN0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0127.degrees latitude (g = 980.6199 gals.).
 QN0127
 QN0127.The modeled gravity was interpolated from observed gravity values.
 QN0127
 QN0127;                    North         East    Units  Estimated Accuracy
 QN0127;SPC WI C     -   148,390.      536,080.      MT  (+/- 180 meters Scaled)
 QN0127
 QN0127                          SUPERSEDED SURVEY CONTROL
 QN0127
 QN0127  NGVD 29 (??/??/92)  370.515  (m)         1215.60   (f) ADJ UNCH    1 2
 QN0127
 QN0127.Superseded values are not recommended for survey control.
 QN0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0127.See file dsdata.txt to determine how the superseded data were derived.
 QN0127
 QN0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL718036(NAD 83)
 QN0127_MARKER: DB = BENCH MARK DISK
 QN0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0127_STAMPING: 1215.598 J 7 1930
 QN0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0127+STABILITY: SURFACE MOTION
 QN0127
 QN0127  HISTORY     - Date     Condition        Report By
 QN0127  HISTORY     - 1930     MONUMENTED       CGS
 QN0127  HISTORY     - 1949     POOR             USGS
 QN0127  HISTORY     - 20031104 MARK NOT FOUND   WIDT
 QN0127  HISTORY     - 20041006 MARK NOT FOUND   WIDT
 QN0127
 QN0127                          STATION DESCRIPTION
 QN0127
 QN0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 QN0127'AT GILMAN.
 QN0127'AT GILMAN, TAYLOR COUNTY, 162 FEET SOUTH OF THE MINNEAPOLIS,
 QN0127'ST. PAUL AND SAULT STE. MARIE RAILWAY STATION, 170 FEET EAST OF
 QN0127'MILEPOST 328, 104 FEET SOUTH OF THE CENTER LINE OF A STREET
 QN0127'LEADING TO THE STATION, AND 91 FEET EAST OF THE TRACK.  A
 QN0127'STANDARD DISK, STAMPED 1215.598 J 7 1930 AND SET IN THE TOP OF A
 QN0127'CONCRETE POST.  NOTE-- AT GILMAN, 96 FEET SOUTH AND 90 FEET
 QN0127'EAST OF WISCONSIN HIGHWAY NO. 64 CROSSING THE MINNEAPOLIS, ST.
 QN0127'PAUL AND SAULT STE. MARIE RAILWAY.
 QN0127
 QN0127                          STATION RECOVERY (1949)
 QN0127
 QN0127'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 QN0127'MARK RECOVERED IN POOR CONDITION.
 QN0127
 QN0127                          STATION RECOVERY (2003)
 QN0127
 QN0127'RECOVERY NOTE BY WI DEPT OF TRANSP 2003
 QN0127'MARK NOT FOUND.
 QN0127
 QN0127                          STATION RECOVERY (2004)
 QN0127
 QN0127'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0195 ***********************************************************************
 ON0195  DESIGNATION -  J 79
 ON0195  PID         -  ON0195
 ON0195  STATE/COUNTY-  WI/VERNON
 ON0195  USGS QUAD   -  COON VALLEY (1983)
 ON0195
 ON0195                         *CURRENT SURVEY CONTROL
 ON0195  ___________________________________________________________________
 ON0195* NAD 83(1986)-  43 40 26.     (N)    091 03 41.     (W)     SCALED    
 ON0195* NAVD 88     -       221.665  (meters)     727.25   (feet)  ADJUSTED  
 ON0195  ___________________________________________________________________
 ON0195  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 ON0195  DYNAMIC HT  -         221.617 (meters)     727.09  (feet)  COMP
 ON0195  MODELED GRAV-     980,401.2   (mgal)                       NAVD 88
 ON0195
 ON0195  VERT ORDER  -  SECOND    CLASS 0
 ON0195
 ON0195.The horizontal coordinates were scaled from a topographic map and have
 ON0195.an estimated accuracy of +/- 6 seconds.
 ON0195
 ON0195.The orthometric height was determined by differential leveling
 ON0195.and adjusted by the National Geodetic Survey in June 1991..
 ON0195
 ON0195.The geoid height was determined by GEOID03.
 ON0195
 ON0195.The dynamic height is computed by dividing the NAVD 88
 ON0195.geopotential number by the normal gravity value computed on the
 ON0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0195.degrees latitude (g = 980.6199 gals.).
 ON0195
 ON0195.The modeled gravity was interpolated from observed gravity values.
 ON0195
 ON0195;                    North         East    Units  Estimated Accuracy
 ON0195;SPC WI S     -   186,500.      514,410.      MT  (+/- 180 meters Scaled)
 ON0195
 ON0195                          SUPERSEDED SURVEY CONTROL
 ON0195
 ON0195  NGVD 29 (??/??/92)  221.678  (m)          727.29   (f) ADJ UNCH    2 0
 ON0195
 ON0195.Superseded values are not recommended for survey control.
 ON0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0195.See file dsdata.txt to determine how the superseded data were derived.
 ON0195
 ON0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ562374(NAD 83)
 ON0195_MARKER: DB = BENCH MARK DISK
 ON0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0195_STAMPING: J 79 1934
 ON0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0195+STABILITY: SURFACE MOTION
 ON0195
 ON0195  HISTORY     - Date     Condition        Report By
 ON0195  HISTORY     - 1934     MONUMENTED       CGS
 ON0195  HISTORY     - 1962     MARK NOT FOUND   NGS
 ON0195
 ON0195                          STATION DESCRIPTION
 ON0195
 ON0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 ON0195'2.1 MI NE FROM CHASEBURG.
 ON0195'2.1 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 ON0195'AND PACIFIC RAILROAD FROM THE STATION AT CHASEBURG, VERNON
 ON0195'COUNTY, 500 FEET NORTH OF THE ANDREW PETERSON TOBACCO BARN,
 ON0195'AT A PRIVATE-ROAD CROSSING, 24 FEET SOUTHWEST OF THE CENTERLINE
 ON0195'OF THE ROAD, 24 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK,
 ON0195'AND 1 FOOT HIGHER THAN THE TRACK, AND SET IN THE TOP OF A
 ON0195'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0502 ***********************************************************************
 PN0502  DESIGNATION -  J 8
 PN0502  PID         -  PN0502
 PN0502  STATE/COUNTY-  WI/PORTAGE
 PN0502  USGS QUAD   -  WHITING (1976)
 PN0502
 PN0502                         *CURRENT SURVEY CONTROL
 PN0502  ___________________________________________________________________
 PN0502* NAD 83(1986)-  44 27 00.     (N)    089 35 22.     (W)     SCALED    
 PN0502* NAVD 88     -       326.000  (meters)    1069.55   (feet)  ADJUSTED  
 PN0502  ___________________________________________________________________
 PN0502  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 PN0502  DYNAMIC HT  -         325.939 (meters)    1069.35  (feet)  COMP
 PN0502  MODELED GRAV-     980,422.1   (mgal)                       NAVD 88
 PN0502
 PN0502  VERT ORDER  -  FIRST     CLASS II
 PN0502
 PN0502.The horizontal coordinates were scaled from a topographic map and have
 PN0502.an estimated accuracy of +/- 6 seconds.
 PN0502
 PN0502.The orthometric height was determined by differential leveling
 PN0502.and adjusted by the National Geodetic Survey in June 1991..
 PN0502.WARNING-Repeat measurements at this control monument indicate possible
 PN0502.vertical movement.
 PN0502
 PN0502.The geoid height was determined by GEOID03.
 PN0502
 PN0502.The dynamic height is computed by dividing the NAVD 88
 PN0502.geopotential number by the normal gravity value computed on the
 PN0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0502.degrees latitude (g = 980.6199 gals.).
 PN0502
 PN0502.The modeled gravity was interpolated from observed gravity values.
 PN0502
 PN0502;                    North         East    Units  Estimated Accuracy
 PN0502;SPC WI C     -    68,610.      632,680.      MT  (+/- 180 meters Scaled)
 PN0502
 PN0502                          SUPERSEDED SURVEY CONTROL
 PN0502
 PN0502  NGVD 29 (??/??/92)  326.031  (m)         1069.65   (f) ADJ UNCH    1 2
 PN0502
 PN0502.Superseded values are not recommended for survey control.
 PN0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0502.See file dsdata.txt to determine how the superseded data were derived.
 PN0502
 PN0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ939251(NAD 83)
 PN0502_MARKER: DB = BENCH MARK DISK
 PN0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0502_STAMPING: J 8 1930
 PN0502_MARK LOGO: CGS   
 PN0502_PROJECTION: PROJECTING 20 CENTIMETERS
 PN0502_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0502+STABILITY: SURFACE MOTION
 PN0502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0502+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2004
 PN0502
 PN0502  HISTORY     - Date     Condition        Report By
 PN0502  HISTORY     - 1930     MONUMENTED       CGS
 PN0502  HISTORY     - 1967     GOOD             NGS
 PN0502  HISTORY     - 1985     GOOD             NGS
 PN0502  HISTORY     - 19870430 GOOD             LOCSUR
 PN0502  HISTORY     - 20010920 GOOD             JCLS
 PN0502  HISTORY     - 20030606 GOOD             JCLS
 PN0502  HISTORY     - 20040212 GOOD             WIDT
 PN0502
 PN0502                          STATION DESCRIPTION
 PN0502
 PN0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 PN0502'2.2 MI W FROM PLOVER.
 PN0502'2.2 MILES WEST ALONG THE GREEN BAY AND WESTERN RAILROAD FROM THE
 PN0502'STATION AT PLOVER, PORTAGE COUNTY, AT A ROAD CROSSING, 56 FEET
 PN0502'WEST OF THE ROAD, 36 FEET SOUTHEAST OF THE CROSSING SIGN, AND
 PN0502'30.5 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD DISK, STAMPED
 PN0502'1069.653 J 8 1930 AND SET IN THE TOP OF A CONCRETE POST.
 PN0502
 PN0502                          STATION RECOVERY (1967)
 PN0502
 PN0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 PN0502'RECOVERED IN GOOD CONDITION.
 PN0502
 PN0502                          STATION RECOVERY (1985)
 PN0502
 PN0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0502'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  19.8 KM
 PN0502'(12.3 MI) EASTERLY ALONG STATE HIGHWAY 54 FROM ITS JUNCTION WITH NORTH
 PN0502'EIGHTH STREET IN WISCONSIN RAPIDS, 40.5 M (132.9 FT) SOUTHEAST OF THE
 PN0502'CENTERLINE OF THE HIGHWAY, 17.1 M (56.1 FT) WEST OF THE CENTER OF
 PN0502'COOLIDGE AVENUE, 10.3 M (33.8 FT) NORTHEAST OF UTILITY POLE NUMBER RL
 PN0502'164431, AND 9.3 M (30.5 FT) SOUTHEAST OF THE NEAR RAIL OF THE GREEN
 PN0502'BAY AND WESTERN RAILROAD.
 PN0502'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 PN0502'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 PN0502
 PN0502                          STATION RECOVERY (1987)
 PN0502
 PN0502'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (DC)
 PN0502'RECOVERED IN GOOD CONDITION.
 PN0502
 PN0502                          STATION RECOVERY (2001)
 PN0502
 PN0502'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (MRY)
 PN0502'RECOVERED IN GOOD CONDITION.
 PN0502
 PN0502                          STATION RECOVERY (2003)
 PN0502
 PN0502'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 PN0502'RECOVERED IN GOOD CONDITION.
 PN0502
 PN0502                          STATION RECOVERY (2004)
 PN0502
 PN0502'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 PN0502'OWNERSHIP--GREEN BAY AND WESTERN RAILROAD.  TO REACH THE STATION FROM
 PN0502'THE JUNCTION OF STATE HIGHWAY 54, COUNTY HIGHWAY B EAST AND BUSINESS
 PN0502'HIGHWAY 51 NORTH IN THE VILLAGE OF PLOVER, GO WEST ON STATE HIGHWAY 54
 PN0502'FOR 1.4 MI (2.25 KM) TO RAILROAD CROSSING, CONTINUE WEST ON STATE
 PN0502'HIGHWAY 54 FOR 0.9 MI (1.45 KM) TO COOLIDGE AVENUE AND THE STATION ON
 PN0502'THE LEFT.  THE STATION IS A BRONZE US COAST AND GEODETIC SURVEY SET IN
 PN0502'THE TOP OF A 20-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD
 PN0502'PAVEMENT.  THE STATION IS 17.1 M (56.1 FT) WEST OF THE CENTERLINE OF
 PN0502'COOLIDGE AVENUE, 28.1 M (92.2 FT) SOUTH OF A POWERPOLE, 9.3 M (30.5
 PN0502'FT) SOUTHEAST OF THE SOUTH RAIL, AND 0.3 M (1.0 FT) EAST OF AN ORANGE
 PN0502'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 PN0502'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0134 ***********************************************************************
 ON0134  DESIGNATION -  J 80
 ON0134  PID         -  ON0134
 ON0134  STATE/COUNTY-  WI/RICHLAND
 ON0134  USGS QUAD   -  SUGAR GROVE (1983)
 ON0134
 ON0134                         *CURRENT SURVEY CONTROL
 ON0134  ___________________________________________________________________
 ON0134* NAD 83(1986)-  43 24 18.     (N)    090 37 36.     (W)     SCALED    
 ON0134* NAVD 88     -       328.566  (meters)    1077.97   (feet)  ADJUSTED  
 ON0134  ___________________________________________________________________
 ON0134  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 ON0134  DYNAMIC HT  -         328.479 (meters)    1077.68  (feet)  COMP
 ON0134  MODELED GRAV-     980,346.9   (mgal)                       NAVD 88
 ON0134
 ON0134  VERT ORDER  -  SECOND    CLASS 0
 ON0134
 ON0134.The horizontal coordinates were scaled from a topographic map and have
 ON0134.an estimated accuracy of +/- 6 seconds.
 ON0134
 ON0134.The orthometric height was determined by differential leveling
 ON0134.and adjusted by the National Geodetic Survey in June 1991..
 ON0134
 ON0134.The geoid height was determined by GEOID03.
 ON0134
 ON0134.The dynamic height is computed by dividing the NAVD 88
 ON0134.geopotential number by the normal gravity value computed on the
 ON0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0134.degrees latitude (g = 980.6199 gals.).
 ON0134
 ON0134.The modeled gravity was interpolated from observed gravity values.
 ON0134
 ON0134;                    North         East    Units  Estimated Accuracy
 ON0134;SPC WI S     -   156,270.      549,240.      MT  (+/- 180 meters Scaled)
 ON0134
 ON0134                          SUPERSEDED SURVEY CONTROL
 ON0134
 ON0134  NGVD 29 (??/??/92)  328.598  (m)         1078.08   (f) ADJ UNCH    2 0
 ON0134
 ON0134.Superseded values are not recommended for survey control.
 ON0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0134.See file dsdata.txt to determine how the superseded data were derived.
 ON0134
 ON0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ921085(NAD 83)
 ON0134_MARKER: DB = BENCH MARK DISK
 ON0134_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ON0134_SP_SET: CULVERT
 ON0134_STAMPING: J 80 1934
 ON0134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0134
 ON0134  HISTORY     - Date     Condition        Report By
 ON0134  HISTORY     - 1934     MONUMENTED       CGS
 ON0134
 ON0134                          STATION DESCRIPTION
 ON0134
 ON0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0134'1.1 MI SE FROM SYLVAN.
 ON0134'1.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 ON0134'AT SYLVAN, RICHLAND COUNTY, AT A 4- BY 6-FOOT CATTLE PASS, IN
 ON0134'THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEADWALL,
 ON0134'18 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 10 FEET
 ON0134'NORTHEAST OF THE RIGHT-OF-WAY FENCE, AND LEVEL WITH THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0106 ***********************************************************************
 ON0106  DESIGNATION -  J 81
 ON0106  PID         -  ON0106
 ON0106  STATE/COUNTY-  WI/RICHLAND
 ON0106  USGS QUAD   -  RICHLAND CENTER (1983)
 ON0106
 ON0106                         *CURRENT SURVEY CONTROL
 ON0106  ___________________________________________________________________
 ON0106* NAD 83(1986)-  43 20 01.     (N)    090 23 18.     (W)     SCALED    
 ON0106* NAVD 88     -       222.635  (meters)     730.43   (feet)  ADJUSTED  
 ON0106  ___________________________________________________________________
 ON0106  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 ON0106  DYNAMIC HT  -         222.577 (meters)     730.24  (feet)  COMP
 ON0106  MODELED GRAV-     980,354.2   (mgal)                       NAVD 88
 ON0106
 ON0106  VERT ORDER  -  SECOND    CLASS 0
 ON0106
 ON0106.The horizontal coordinates were scaled from a topographic map and have
 ON0106.an estimated accuracy of +/- 6 seconds.
 ON0106
 ON0106.The orthometric height was determined by differential leveling
 ON0106.and adjusted by the National Geodetic Survey in June 1991..
 ON0106
 ON0106.The geoid height was determined by GEOID03.
 ON0106
 ON0106.The dynamic height is computed by dividing the NAVD 88
 ON0106.geopotential number by the normal gravity value computed on the
 ON0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0106.degrees latitude (g = 980.6199 gals.).
 ON0106
 ON0106.The modeled gravity was interpolated from observed gravity values.
 ON0106
 ON0106;                    North         East    Units  Estimated Accuracy
 ON0106;SPC WI S     -   148,230.      568,510.      MT  (+/- 180 meters Scaled)
 ON0106
 ON0106                          SUPERSEDED SURVEY CONTROL
 ON0106
 ON0106  NGVD 29 (??/??/92)  222.68   (m)          730.6    (f) COMPUTED    2 0
 ON0106
 ON0106.Superseded values are not recommended for survey control.
 ON0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0106.See file dsdata.txt to determine how the superseded data were derived.
 ON0106
 ON0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ117011(NAD 83)
 ON0106_MARKER: DB = BENCH MARK DISK
 ON0106_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ON0106_SP_SET: WALL
 ON0106_STAMPING: J 81 1934
 ON0106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0106
 ON0106  HISTORY     - Date     Condition        Report By
 ON0106  HISTORY     - 1934     MONUMENTED       CGS
 ON0106  HISTORY     - 1938     GOOD             NGS
 ON0106
 ON0106                          STATION DESCRIPTION
 ON0106
 ON0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0106'AT RICHLAND CENTER.
 ON0106'AT RICHLAND CENTER, RICHLAND COUNTY, 78 FEET SOUTH OF THE CHICAGO,
 ON0106'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FREIGHT STATION, AT
 ON0106'THE CITY STREET DRAIN CHANNEL, IN THE TOP OF THE WEST END OF THE
 ON0106'SOUTH CONCRETE WALL, 18 FEET EAST OF THE CENTER LINE OF THE
 ON0106'TRACK, AND ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 ON0106'J 81 1934.
 ON0106
 ON0106                          STATION RECOVERY (1938)
 ON0106
 ON0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 ON0106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0029 ***********************************************************************
 ON0029  DESIGNATION -  J 82
 ON0029  PID         -  ON0029
 ON0029  STATE/COUNTY-  WI/JUNEAU
 ON0029  USGS QUAD   -  KENDALL EAST (1983)
 ON0029
 ON0029                         *CURRENT SURVEY CONTROL
 ON0029  ___________________________________________________________________
 ON0029* NAD 83(1986)-  43 47 13.     (N)    090 17 03.     (W)     SCALED    
 ON0029* NAVD 88     -       299.524  (meters)     982.69   (feet)  ADJUSTED  
 ON0029  ___________________________________________________________________
 ON0029  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 ON0029  DYNAMIC HT  -         299.455 (meters)     982.46  (feet)  COMP
 ON0029  MODELED GRAV-     980,379.6   (mgal)                       NAVD 88
 ON0029
 ON0029  VERT ORDER  -  SECOND    CLASS 0
 ON0029
 ON0029.The horizontal coordinates were scaled from a topographic map and have
 ON0029.an estimated accuracy of +/- 6 seconds.
 ON0029
 ON0029.The orthometric height was determined by differential leveling
 ON0029.and adjusted by the National Geodetic Survey in June 1991..
 ON0029
 ON0029.The geoid height was determined by GEOID03.
 ON0029
 ON0029.The dynamic height is computed by dividing the NAVD 88
 ON0029.geopotential number by the normal gravity value computed on the
 ON0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0029.degrees latitude (g = 980.6199 gals.).
 ON0029
 ON0029.The modeled gravity was interpolated from observed gravity values.
 ON0029
 ON0029;                    North         East    Units  Estimated Accuracy
 ON0029;SPC WI S     -   198,550.      577,130.      MT  (+/- 180 meters Scaled)
 ON0029
 ON0029                          SUPERSEDED SURVEY CONTROL
 ON0029
 ON0029  NGVD 29 (??/??/92)  299.547  (m)          982.76   (f) ADJ UNCH    2 0
 ON0029
 ON0029.Superseded values are not recommended for survey control.
 ON0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0029.See file dsdata.txt to determine how the superseded data were derived.
 ON0029
 ON0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ185517(NAD 83)
 ON0029_MARKER: DB = BENCH MARK DISK
 ON0029_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ON0029_SP_SET: BRIDGE WALL
 ON0029_STAMPING: J 82 1934
 ON0029_MARK LOGO: CGS   
 ON0029_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ON0029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0029_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0029+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2002
 ON0029
 ON0029  HISTORY     - Date     Condition        Report By
 ON0029  HISTORY     - 1934     MONUMENTED       CGS
 ON0029  HISTORY     - 20021001 GOOD             WIDT
 ON0029
 ON0029                          STATION DESCRIPTION
 ON0029
 ON0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0029'3.2 MI N FROM ELROY.
 ON0029'ABOUT 3.2 MILES NORTH ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 ON0029'AND OMAHA RAILWAY FROM THE PUBLIC LIBRARY AT ELROY, JUNEAU
 ON0029'COUNTY, ABOUT 12 POLES NORTH OF MILEPOST 193, ABOUT 147 FEET
 ON0029'NORTH OF THE CENTER OF A ROAD CROSSING, AT BRIDGE 12, IN THE
 ON0029'TOP OF THE NORTHEAST CORNER OF THE SOUTHEAST STONE ABUTMENT,
 ON0029'12 FEET EAST OF THE CENTER LINE OF THE TRACK, AND ABOUT 4.5
 ON0029'FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED J 82 1934.
 ON0029
 ON0029                          STATION RECOVERY (2002)
 ON0029
 ON0029'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (TSS)
 ON0029'OWNERSHIP-- JUNEAU COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 ON0029'STATE HIGHWAY 80 WITH STATE HIGHWAY 82 ABOUT 1 MI (1.61 KM) NORTH OF
 ON0029'THE CITY OF ELROY, GO NORTH ON STATE HIGHWAY 80 FOR 1.8 MI (2.9 KM) TO
 ON0029'COUNTY HIGHWAY H ON THE LEFT, TURN LEFT AND GO WEST ON COUNTY HIGHWAY
 ON0029'H FOR 0.5 MI (0.8 KM) TO OMAHA TRAIL AND THE STATION ON THE RIGHT.
 ON0029'THE STATION IS SET IN THE NORTHEAST END OF THE SOUTHEAST ABUTMENT
 ON0029'WALL.  THE STATION IS A BRONZE US COAST AND GEODETIC SURVEY BENCH MARK
 ON0029'DISK SET IN A STONE BRIDGE ABUTMENT WALL AND IS ABOUT 2 M (6.6 FT)
 ON0029'BELOW THE TRAIL PAVEMENT.  THE STATION IS 4.3 M (14.1 FT) EAST OF THE
 ON0029'CENTERLINE OF OMAHA TRAIL AND 50.7 M (166.3 FT) NORTH OF THE
 ON0029'CENTERLINE OF COUNTY HIGHWAY H.  ---NOTE---THE STATION IS NOT SUITABLE
 ON0029'FOR GPS OBSERVATIONS DUE TREES OVERHEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0336 ***********************************************************************
 OM0336  DESIGNATION -  J 84
 OM0336  PID         -  OM0336
 OM0336  STATE/COUNTY-  WI/COLUMBIA
 OM0336  USGS QUAD   -  PARDEEVILLE (1984)
 OM0336
 OM0336                         *CURRENT SURVEY CONTROL
 OM0336  ___________________________________________________________________
 OM0336* NAD 83(1986)-  43 32 06.     (N)    089 17 41.     (W)     SCALED    
 OM0336* NAVD 88     -       250.984  (meters)     823.44   (feet)  ADJUSTED  
 OM0336  ___________________________________________________________________
 OM0336  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 OM0336  DYNAMIC HT  -         250.920 (meters)     823.23  (feet)  COMP
 OM0336  MODELED GRAV-     980,360.3   (mgal)                       NAVD 88
 OM0336
 OM0336  VERT ORDER  -  SECOND    CLASS 0
 OM0336
 OM0336.The horizontal coordinates were scaled from a topographic map and have
 OM0336.an estimated accuracy of +/- 6 seconds.
 OM0336
 OM0336.The orthometric height was determined by differential leveling
 OM0336.and adjusted by the National Geodetic Survey in June 1991..
 OM0336
 OM0336.The geoid height was determined by GEOID03.
 OM0336
 OM0336.The dynamic height is computed by dividing the NAVD 88
 OM0336.geopotential number by the normal gravity value computed on the
 OM0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0336.degrees latitude (g = 980.6199 gals.).
 OM0336
 OM0336.The modeled gravity was interpolated from observed gravity values.
 OM0336
 OM0336;                    North         East    Units  Estimated Accuracy
 OM0336;SPC WI S     -   170,770.      657,000.      MT  (+/- 180 meters Scaled)
 OM0336
 OM0336                          SUPERSEDED SURVEY CONTROL
 OM0336
 OM0336  NGVD 29 (??/??/92)  251.024  (m)          823.57   (f) ADJ UNCH    2 0
 OM0336
 OM0336.Superseded values are not recommended for survey control.
 OM0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0336.See file dsdata.txt to determine how the superseded data were derived.
 OM0336
 OM0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP145227(NAD 83)
 OM0336_MARKER: DB = BENCH MARK DISK
 OM0336_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OM0336_SP_SET: BUILDING
 OM0336_STAMPING: J-84 1934
 OM0336_MARK LOGO: CGS   
 OM0336_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OM0336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0336_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0336+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2003
 OM0336
 OM0336  HISTORY     - Date     Condition        Report By
 OM0336  HISTORY     - 1934     MONUMENTED       CGS
 OM0336  HISTORY     - 19901103 GOOD             USPSQD
 OM0336  HISTORY     - 20010920 GOOD             JCLS
 OM0336  HISTORY     - 20010920 GOOD             JCLS
 OM0336  HISTORY     - 20030528 GOOD             WIDT
 OM0336
 OM0336                          STATION DESCRIPTION
 OM0336
 OM0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0336'AT PARDEEVILLE.
 OM0336'AT PARDEEVILLE.  MARK SET VERTICALLY IN THE NORTHWEST CORNER OF
 OM0336'THE HIGH SCHOOL BUILDING, 21 FEET WEST OF THE NORTH (FRONT)
 OM0336'ENTRANCE, 54 FEET NORTH OF THE WEST (FRONT) ENTRANCE, 2 FEET
 OM0336'ABOVE THE GROUND LEVEL.
 OM0336
 OM0336                          STATION RECOVERY (1990)
 OM0336
 OM0336'RECOVERY NOTE BY US POWER SQUADRON 1990 (GTS)
 OM0336'RECOVERED IN GOOD CONDITION.
 OM0336
 OM0336                          STATION RECOVERY (2001)
 OM0336
 OM0336'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (MRY)
 OM0336'RECOVERED IN GOOD CONDITION.
 OM0336
 OM0336                          STATION RECOVERY (2001)
 OM0336
 OM0336'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 OM0336'RECOVERED IN GOOD CONDITION.
 OM0336
 OM0336                          STATION RECOVERY (2003)
 OM0336
 OM0336'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 OM0336'OWNERSHIP--PARDEEVILLE SCHOOL DISTRICT.  THE STATION IS LOCATED IN THE
 OM0336'SOUTHEAST QUADRANT OF THE INTERSECTION OF SARBORN STREET AND EAST
 OM0336'CHESTNUT STREET IN THE VILLAGE OF PARDEEVILLE.  THE STATION IS A
 OM0336'BRONZE US COAST AND GEODETIC SURVEY BENCH MARK DISK SET VERTICALLY IN
 OM0336'THE WEST FACE OF THE PARDEEVILLE ELEMENTARY SCHOOL ABOUT 0.85 M (2.8
 OM0336'FT) ABOVE THE GROUND.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 OM0336'OBSERVATIONS DUE TO BEING SET VERTICALLY IN A BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0246 ***********************************************************************
 OM0246  DESIGNATION -  J 85
 OM0246  PID         -  OM0246
 OM0246  STATE/COUNTY-  WI/DODGE
 OM0246  USGS QUAD   -  BEAVER DAM (1980)
 OM0246
 OM0246                         *CURRENT SURVEY CONTROL
 OM0246  ___________________________________________________________________
 OM0246* NAD 83(1986)-  43 27 30.     (N)    088 49 43.     (W)     SCALED    
 OM0246* NAVD 88     -       278.764  (meters)     914.58   (feet)  ADJUSTED  
 OM0246  ___________________________________________________________________
 OM0246  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 OM0246  DYNAMIC HT  -         278.698 (meters)     914.36  (feet)  COMP
 OM0246  MODELED GRAV-     980,375.9   (mgal)                       NAVD 88
 OM0246
 OM0246  VERT ORDER  -  SECOND    CLASS 0
 OM0246
 OM0246.The horizontal coordinates were scaled from a topographic map and have
 OM0246.an estimated accuracy of +/- 6 seconds.
 OM0246
 OM0246.The orthometric height was determined by differential leveling
 OM0246.and adjusted by the National Geodetic Survey in June 1991..
 OM0246
 OM0246.The geoid height was determined by GEOID03.
 OM0246
 OM0246.The dynamic height is computed by dividing the NAVD 88
 OM0246.geopotential number by the normal gravity value computed on the
 OM0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0246.degrees latitude (g = 980.6199 gals.).
 OM0246
 OM0246.The modeled gravity was interpolated from observed gravity values.
 OM0246
 OM0246;                    North         East    Units  Estimated Accuracy
 OM0246;SPC WI S     -   162,670.      694,790.      MT  (+/- 180 meters Scaled)
 OM0246
 OM0246                          SUPERSEDED SURVEY CONTROL
 OM0246
 OM0246  NGVD 29 (??/??/92)  278.812  (m)          914.74   (f) ADJ UNCH    2 0
 OM0246
 OM0246.Superseded values are not recommended for survey control.
 OM0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0246.See file dsdata.txt to determine how the superseded data were derived.
 OM0246
 OM0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP520133(NAD 83)
 OM0246_MARKER: DB = BENCH MARK DISK
 OM0246_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OM0246_SP_SET: LIMESTONE
 OM0246_STAMPING: J-85 1934
 OM0246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0246
 OM0246  HISTORY     - Date     Condition        Report By
 OM0246  HISTORY     - 1934     MONUMENTED       CGS
 OM0246  HISTORY     - 1959     GOOD             DOD
 OM0246  HISTORY     - 20021227 MARK NOT FOUND   USPSQD
 OM0246  HISTORY     - 20030528 MARK NOT FOUND   WIDT
 OM0246
 OM0246                          STATION DESCRIPTION
 OM0246
 OM0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0246'AT BEAVER DAM.
 OM0246'MARK SET VERTICALLY IN THE SOUTHWEST CORNER OF THE WEST PROJECTION
 OM0246'OF LINFIELD HALL AT THE WAYLAND ACADEMY.  26 FEET SOUTH OF THE
 OM0246'WEST (FRONT) ENTRANCE, 3 FEET ABOVE THE LEVEL OF THE GROUND,
 OM0246'1 FOOT BELOW THE DATE STONE.
 OM0246
 OM0246                          STATION RECOVERY (1959)
 OM0246
 OM0246'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 OM0246'RECOVERED IN GOOD CONDITION.
 OM0246
 OM0246                          STATION RECOVERY (2002)
 OM0246
 OM0246'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0246'NOT FOUND.  LINFIELD HALL IS ON THE EAST-SIDE OF NORTH UNIVERSITY
 OM0246'AVENUE AT EAST THIRD STREET.  THE ORIGINAL BUILDING WAS BUILT IN 1909
 OM0246'AND TORN DOWN AND REPLACED IN 1988.  THE ORIGINAL DATE STONE ALONG
 OM0246'WITH THE NEW STONE IS NOW AT THE SOUTHERN ENTRANCE OF THE BUILDING.
 OM0246
 OM0246                          STATION RECOVERY (2003)
 OM0246
 OM0246'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 OM0246'ASSUMED DESTROYED, BUILDING (LINFIELD HALL) DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0073 ***********************************************************************
 OM0073  DESIGNATION -  J 86
 OM0073  PID         -  OM0073
 OM0073  STATE/COUNTY-  WI/WASHINGTON
 OM0073  USGS QUAD   -  MENOMONEE FALLS (1994)
 OM0073
 OM0073                         *CURRENT SURVEY CONTROL
 OM0073  ___________________________________________________________________
 OM0073* NAD 83(1986)-  43 13 03.     (N)    088 05 00.     (W)     SCALED    
 OM0073* NAVD 88     -       264.457  (meters)     867.64   (feet)  ADJUSTED  
 OM0073  ___________________________________________________________________
 OM0073  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 OM0073  DYNAMIC HT  -         264.393 (meters)     867.43  (feet)  COMP
 OM0073  MODELED GRAV-     980,368.7   (mgal)                       NAVD 88
 OM0073
 OM0073  VERT ORDER  -  SECOND    CLASS 0
 OM0073
 OM0073.The horizontal coordinates were scaled from a topographic map and have
 OM0073.an estimated accuracy of +/- 6 seconds.
 OM0073
 OM0073.The orthometric height was determined by differential leveling
 OM0073.and adjusted by the National Geodetic Survey in June 1991..
 OM0073
 OM0073.The geoid height was determined by GEOID03.
 OM0073
 OM0073.The dynamic height is computed by dividing the NAVD 88
 OM0073.geopotential number by the normal gravity value computed on the
 OM0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0073.degrees latitude (g = 980.6199 gals.).
 OM0073
 OM0073.The modeled gravity was interpolated from observed gravity values.
 OM0073
 OM0073;                    North         East    Units  Estimated Accuracy
 OM0073;SPC WI S     -   137,040.      755,710.      MT  (+/- 180 meters Scaled)
 OM0073
 OM0073                          SUPERSEDED SURVEY CONTROL
 OM0073
 OM0073  NGVD 29 (??/??/92)  264.532  (m)          867.89   (f) ADJ UNCH    2 0
 OM0073
 OM0073.Superseded values are not recommended for survey control.
 OM0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0073.See file dsdata.txt to determine how the superseded data were derived.
 OM0073
 OM0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN120855(NAD 83)
 OM0073_MARKER: DB = BENCH MARK DISK
 OM0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0073_STAMPING: J-86 1934
 OM0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0073+STABILITY: SURFACE MOTION
 OM0073
 OM0073  HISTORY     - Date     Condition        Report By
 OM0073  HISTORY     - 1934     MONUMENTED       CGS
 OM0073  HISTORY     - 20060528 MARK NOT FOUND   USPSQD
 OM0073
 OM0073                          STATION DESCRIPTION
 OM0073
 OM0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0073'1.3 MI SE FROM GERMANTOWN.
 OM0073'1.3 MILES SOUTHEAST OF SCHOOL ALONG THE CHICAGO, MILWAUKEE, ST
 OM0073'PAUL AND PACIFIC RAILROAD 3 1/2 POLES EAST OF MILEPOST 104,
 OM0073'57 FEET WEST OF THE CENTER LINE OF PUBLIC ROAD CROSSING, THENCE
 OM0073'21 FEET NORTH OF THE CENTER LINE OF THE TRACK, 4 FEET EAST OF
 OM0073'CATTLE GUARD FENCE, AT RAIL LEVEL.
 OM0073
 OM0073                          STATION RECOVERY (2006)
 OM0073
 OM0073'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRB)
 OM0073'THE STATION WAS NOT FOUND WITH PROBING.  THE PUBLIC ROAD IN THE 1934
 OM0073'DESCRIPTION IS COUNTRY AIRE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0164 ***********************************************************************
 OL0164  DESIGNATION -  J 87
 OL0164  PID         -  OL0164
 OL0164  STATE/COUNTY-  WI/OZAUKEE
 OL0164  USGS QUAD   -  CEDAR GROVE (1974)
 OL0164
 OL0164                         *CURRENT SURVEY CONTROL
 OL0164  ___________________________________________________________________
 OL0164* NAD 83(1986)-  43 30 50.     (N)    087 50 57.     (W)     SCALED    
 OL0164* NAVD 88     -       223.140  (meters)     732.09   (feet)  ADJUSTED  
 OL0164  ___________________________________________________________________
 OL0164  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 OL0164  DYNAMIC HT  -         223.093 (meters)     731.93  (feet)  COMP
 OL0164  MODELED GRAV-     980,403.3   (mgal)                       NAVD 88
 OL0164
 OL0164  VERT ORDER  -  FIRST     CLASS 0
 OL0164
 OL0164.The horizontal coordinates were scaled from a topographic map and have
 OL0164.an estimated accuracy of +/- 6 seconds.
 OL0164
 OL0164.The orthometric height was determined by differential leveling
 OL0164.and adjusted by the National Geodetic Survey in June 1991..
 OL0164
 OL0164.The geoid height was determined by GEOID03.
 OL0164
 OL0164.The dynamic height is computed by dividing the NAVD 88
 OL0164.geopotential number by the normal gravity value computed on the
 OL0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0164.degrees latitude (g = 980.6199 gals.).
 OL0164
 OL0164.The modeled gravity was interpolated from observed gravity values.
 OL0164
 OL0164;                    North         East    Units  Estimated Accuracy
 OL0164;SPC WI S     -   170,420.      773,880.      MT  (+/- 180 meters Scaled)
 OL0164
 OL0164                          SUPERSEDED SURVEY CONTROL
 OL0164
 OL0164  NGVD 29 (??/??/92)  223.180  (m)          732.22   (f) ADJ UNCH    2 0
 OL0164
 OL0164.Superseded values are not recommended for survey control.
 OL0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0164.See file dsdata.txt to determine how the superseded data were derived.
 OL0164
 OL0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP313182(NAD 83)
 OL0164_MARKER: DB = BENCH MARK DISK
 OL0164_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OL0164_SP_SET: BRIDGE ABUTMENT
 OL0164_STAMPING: J 87 1934
 OL0164_MARK LOGO: CGS   
 OL0164_MAGNETIC: N = NO MAGNETIC MATERIAL
 OL0164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0164_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0164+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2003
 OL0164
 OL0164  HISTORY     - Date     Condition        Report By
 OL0164  HISTORY     - 1934     MONUMENTED       CGS
 OL0164  HISTORY     - 1972     GOOD             NGS
 OL0164  HISTORY     - 20010601 GOOD             WIDT
 OL0164  HISTORY     - 20031108 GOOD             USPSQD
 OL0164
 OL0164                          STATION DESCRIPTION
 OL0164
 OL0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0164'1 MI NE FROM BELGIUM.
 OL0164'ABOUT 1.0 MILE NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 OL0164'RAILWAY FROM THE CROSSING OF COUNTY ROAD D AT BELGIUM, 124 FEET
 OL0164'EAST OF THE EAST RAIL, AT A SMALL 10-BY-12-FOOT CONCRETE BRIDGE
 OL0164'UNDER SILVER BEACH ROAD, 14 FEET SOUTH OF THE CENTER LINE OF
 OL0164'SILVER BEACH ROAD, SET IN THE TOP OF THE SOUTHWEST CONCRETE
 OL0164'WING WALL OF THE BRIDGE AND 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 OL0164'SEC 158 T12N, R22E.
 OL0164
 OL0164                          STATION RECOVERY (2001)
 OL0164
 OL0164'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OL0164'THE STATION IS LOCATED ABOUT 55 KM SOUTHEAST OF FOND DU LAC, 51 KM
 OL0164'NORTH OF MILWAUKEE AND 28 KM SOUTH-SOUTHWEST OF SHEBOYGAN.
 OL0164'OWNERSHIP--TOWN OF BELGIUM. TO REACH THE STATION FROM THE JUNCTION OF
 OL0164'INTERSTATE 43 WITH STATE HIGHWAY 32, GO WEST ON STATE HIGHWAY 32 0.25
 OL0164'KM TO COUNTY HIGHWAY LL, TURN LEFT AND GO SOUTH ON COUNTY HIGHWAY LL
 OL0164'7.1 KM TO SILVER BEACH ROAD, TURN RIGHT AND GO WEST ON SILVER BEACH
 OL0164'ROAD 1.6 KM TO A BRIDGE AND THE STATION ON THE LEFT. THE STATION IS A
 OL0164'BRONZE US COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN THE BRIDGE
 OL0164'ABUTMENT. THE STATION IS 3.8 M SOUTH OF THE CENTERLINE OF SILVER
 OL0164'BEACH ROAD, 40.3 M EAST OF THE CENTERLINE OF RAILROAD TRACKS, 25.2 M
 OL0164'NORTH OF POWER POLE --55-3--, 19.7 M NORTHEAST OF POWER POLE --55-3--
 OL0164'AND 0.8 M SOUTHEAST OF AN ORANGE FIBERGLASS WITNESS POST. ---NOTE---
 OL0164'THIS STATION HAS OBSTRUCTIONS IN ALL 4 QUADRANTS EXTENDING HIGHER
 OL0164'THAN 15 DEGREES ABOVE THE HORIZON.
 OL0164
 OL0164                          STATION RECOVERY (2003)
 OL0164
 OL0164'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OL0164'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS AT THE NORTHEAST
 OL0164'END OF THE SOUTHWEST WING WALL 1 FOOT SOUTHWEST OF THE WESTERNMOST
 OL0164'METAL RAILING POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0247 ***********************************************************************
 OL0247  DESIGNATION -  J 88
 OL0247  PID         -  OL0247
 OL0247  STATE/COUNTY-  WI/MANITOWOC
 OL0247  USGS QUAD   -  CLEVELAND EAST (1994)
 OL0247
 OL0247                         *CURRENT SURVEY CONTROL
 OL0247  ___________________________________________________________________
 OL0247* NAD 83(1986)-  43 59 35.     (N)    087 43 52.     (W)     SCALED    
 OL0247* NAVD 88     -       200.741  (meters)     658.60   (feet)  ADJUSTED  
 OL0247  ___________________________________________________________________
 OL0247  GEOID HEIGHT-         -36.04  (meters)                     GEOID03
 OL0247  DYNAMIC HT  -         200.706 (meters)     658.48  (feet)  COMP
 OL0247  MODELED GRAV-     980,440.4   (mgal)                       NAVD 88
 OL0247
 OL0247  VERT ORDER  -  FIRST     CLASS 0
 OL0247
 OL0247.The horizontal coordinates were scaled from a topographic map and have
 OL0247.an estimated accuracy of +/- 6 seconds.
 OL0247
 OL0247.The orthometric height was determined by differential leveling
 OL0247.and adjusted by the National Geodetic Survey in June 1991..
 OL0247.WARNING-Repeat measurements at this control monument indicate possible
 OL0247.vertical movement.
 OL0247
 OL0247.The geoid height was determined by GEOID03.
 OL0247
 OL0247.The dynamic height is computed by dividing the NAVD 88
 OL0247.geopotential number by the normal gravity value computed on the
 OL0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0247.degrees latitude (g = 980.6199 gals.).
 OL0247
 OL0247.The modeled gravity was interpolated from observed gravity values.
 OL0247
 OL0247;                    North         East    Units  Estimated Accuracy
 OL0247;SPC WI S     -   223,890.      781,980.      MT  (+/- 180 meters Scaled)
 OL0247
 OL0247                          SUPERSEDED SURVEY CONTROL
 OL0247
 OL0247  NGVD 29 (??/??/92)  200.748  (m)          658.62   (f) ADJ UNCH    2 0
 OL0247
 OL0247.Superseded values are not recommended for survey control.
 OL0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0247.See file dsdata.txt to determine how the superseded data were derived.
 OL0247
 OL0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP413713(NAD 83)
 OL0247_MARKER: DB = BENCH MARK DISK
 OL0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OL0247_STAMPING: J 88 1934
 OL0247_MARK LOGO: CGS   
 OL0247_PROJECTION: FLUSH
 OL0247_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OL0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0247+STABILITY: SURFACE MOTION
 OL0247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0247+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2001
 OL0247
 OL0247  HISTORY     - Date     Condition        Report By
 OL0247  HISTORY     - 1934     MONUMENTED       CGS
 OL0247  HISTORY     - 1972     GOOD             NGS
 OL0247  HISTORY     - 20010712 GOOD             WIDT
 OL0247  HISTORY     - 20030622 GOOD             USPSQD
 OL0247
 OL0247                          STATION DESCRIPTION
 OL0247
 OL0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0247'AT NEWTON.
 OL0247'AT NEWTON, 296 FEET SOUTH OF THE CENTER OF THE CROSSING OF THE
 OL0247'CHICAGO AND NORTH WESTERN RAILWAY AND COUNTY ROAD U, 16.7 FEET
 OL0247'WEST OF THE WEST RAIL OF THE MAIN TRACK, 65 1/2 FEET SOUTHEAST
 OL0247'OF THE SOUTHEAST CORNER OF A 5-CAR GARAGE, 11.8 FEET EAST OF
 OL0247'A FENCE LINE, 1 FOOT SOUTH OF A METAL WITNESS POST, 1 FOOT BELOW
 OL0247'THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 OL0247'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.  SEC 34,
 OL0247'T18N, R23E
 OL0247
 OL0247                          STATION RECOVERY (2001)
 OL0247
 OL0247'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OL0247'THE STATION IS LOCATED ABOUT 26 KM NORTH OF SHEBOYGAN AND 13 KM SOUTH
 OL0247'OF MANITOWOC. OWNERSHIP-- CHICAGO AND NORTHWESTERN RAILWAY.  TO REACH
 OL0247'THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 43 WITH US
 OL0247'HIGHWAY 151 ABOUT 5 KM SOUTHWEST OF THE CITY OF MANITOWOC, GO EAST ON
 OL0247'US HIGHWAY 151 (CALUMET AVENUE) FOR 1.0 KM TO 42ND STREET ON THE
 OL0247'RIGHT, TURN RIGHT AND GO SOUTH ON 42ND STREET FOR 0.4 KM TO COUNTY
 OL0247'CREEK ROAD, CONTINUE SOUTH ON COUNTY CREEK ROAD  FOR 7.4 KM TO COUNTY
 OL0247'HIGHWAY U, TURN LEFT AND GO EAST ON COUNTY HIGHWAY U FOR 0.2 KM TO
 OL0247'THE RAILROAD CROSSING AND THE STATION ON THE RIGHT.  THE STATION IS
 OL0247'BRONZE US COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP OF
 OL0247'A 30-CM SQUARE CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY.  THE
 OL0247'STATION IS 90.0 M SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY U, 5.5 M
 OL0247'WEST OF WESTERNMOST RAIL, 9.6 M NORTH OF POWER POLE --525--,  51.0 M
 OL0247'SOUTH OF STEEL SIGN--NEWTON--  AND 1.0 M NORTH OF AN ORANGE
 OL0247'FIBERGLASS WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 OL0247'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 OL0247
 OL0247                          STATION RECOVERY (2003)
 OL0247
 OL0247'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OL0247'STATION RECOVERED IN GOOD CONDITION.  ADD-- STATION IS WEST-NORTHWEST
 OL0247'AND ACROSS THE RAILROAD TRACKS FROM THE NORTHERNMOST BLUE SILO.  HIGH
 OL0247'SILOS MAY OBSTRUCT SATELLITE OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0082 ***********************************************************************
 PM0082  DESIGNATION -  J 89
 PM0082  PID         -  PM0082
 PM0082  STATE/COUNTY-  WI/BROWN
 PM0082  USGS QUAD   -  POLAND (1978)
 PM0082
 PM0082                         *CURRENT SURVEY CONTROL
 PM0082  ___________________________________________________________________
 PM0082* NAD 83(1986)-  44 24 53.     (N)    087 52 08.     (W)     SCALED    
 PM0082* NAVD 88     -       246.124  (meters)     807.49   (feet)  ADJUSTED  
 PM0082  ___________________________________________________________________
 PM0082  GEOID HEIGHT-         -36.09  (meters)                     GEOID03
 PM0082  DYNAMIC HT  -         246.090 (meters)     807.38  (feet)  COMP
 PM0082  MODELED GRAV-     980,476.7   (mgal)                       NAVD 88
 PM0082
 PM0082  VERT ORDER  -  FIRST     CLASS 0
 PM0082
 PM0082.The horizontal coordinates were scaled from a topographic map and have
 PM0082.an estimated accuracy of +/- 6 seconds.
 PM0082
 PM0082.The orthometric height was determined by differential leveling
 PM0082.and adjusted by the National Geodetic Survey in June 1991..
 PM0082
 PM0082.The geoid height was determined by GEOID03.
 PM0082
 PM0082.The dynamic height is computed by dividing the NAVD 88
 PM0082.geopotential number by the normal gravity value computed on the
 PM0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0082.degrees latitude (g = 980.6199 gals.).
 PM0082
 PM0082.The modeled gravity was interpolated from observed gravity values.
 PM0082
 PM0082;                    North         East    Units  Estimated Accuracy
 PM0082;SPC WI C     -    66,830.      769,710.      MT  (+/- 180 meters Scaled)
 PM0082
 PM0082                          SUPERSEDED SURVEY CONTROL
 PM0082
 PM0082  NGVD 29 (??/??/92)  246.113  (m)          807.46   (f) ADJ UNCH    2 0
 PM0082
 PM0082.Superseded values are not recommended for survey control.
 PM0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0082.See file dsdata.txt to determine how the superseded data were derived.
 PM0082
 PM0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ308183(NAD 83)
 PM0082_MARKER: DB = BENCH MARK DISK
 PM0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PM0082_STAMPING: J 89 1934
 PM0082_MARK LOGO: CGS   
 PM0082_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PM0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0082+STABILITY: SURFACE MOTION
 PM0082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0082+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2005
 PM0082
 PM0082  HISTORY     - Date     Condition        Report By
 PM0082  HISTORY     - 1934     MONUMENTED       CGS
 PM0082  HISTORY     - 1972     GOOD             NGS
 PM0082  HISTORY     - 19940510 GOOD             WI-009
 PM0082  HISTORY     - 20021111 GOOD             USPSQD
 PM0082  HISTORY     - 20040308 GOOD             USPSQD
 PM0082  HISTORY     - 20050823 GOOD             WIDT
 PM0082
 PM0082                          STATION DESCRIPTION
 PM0082
 PM0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0082'3.3 MI SE FROM BELLEVUE.
 PM0082'ABOUT 2.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 141 FROM THE
 PM0082'JUNCTION OF STATE HIGHWAY 29 AT BELLEVUE, THENCE 0.7 MILE EAST
 PM0082'ALONG A PAVED ROAD, ALONG THE CHICAGO AND NORTH WESTERN RAILWAY,
 PM0082'48 FEET NORTHEAST OF THE CENTER OF THE CROSSING OF THE PAVED
 PM0082'ROAD AND THE TRACK, 41 FEET NORTHEAST OF THE NORTHEAST RAIL,
 PM0082'38 FEET NORTHWEST OF THE CENTER LINE OF THE PAVED ROAD, 21 1/2
 PM0082'FEET EAST OF A TELEPHONE POLE, ABOUT 3.2 MILES SOUTHEAST OF
 PM0082'THE CROSSING OF STATE HIGHWAY 29 AT BELLVUE, 1.2 FEET NORTH
 PM0082'OF A METAL WITNESS POST, 1 1/2 FEET ABOVE THE LEVEL OF THE
 PM0082'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 PM0082'ABOVE THE LEVEL OF THE GROUND.  SEC 31, T23N, R22E.
 PM0082
 PM0082                          STATION RECOVERY (1994)
 PM0082
 PM0082'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PM0082'ADDITIONS- U.S.  HIGHWAY 41 IS CTH R. PAVED ROAD IS PINE GROVE RD.
 PM0082
 PM0082                          STATION RECOVERY (2002)
 PM0082
 PM0082'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0082'RECOVERED IN GOOD CONDITION.
 PM0082
 PM0082                          STATION RECOVERY (2004)
 PM0082
 PM0082'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0082'RECOVERED IN GOOD CONDITION.
 PM0082
 PM0082                          STATION RECOVERY (2005)
 PM0082
 PM0082'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0082'NOT FOUND.  ADD--THERE WAS A DEPRESSION AT THE COORDINATES OF THE
 PM0082'TRIANGULATION STATION, HOWEVER AFTER PROBING AND DIGGING WITH A
 PM0082'SHOVEL, NO EVIDENCE OF THE MONUMENT WAS RECOVERED, STATION MAY HAVE
 PM0082'BEEN REMOVED WHEN DITCHES AND ROAD WERE REDONE YEARS AGO
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0191 ***********************************************************************
 PN0191  DESIGNATION -  J 91
 PN0191  PID         -  PN0191
 PN0191  STATE/COUNTY-  WI/CALUMET
 PN0191  USGS QUAD   -  CHILTON (1992)
 PN0191
 PN0191                         *CURRENT SURVEY CONTROL
 PN0191  ___________________________________________________________________
 PN0191* NAD 83(1986)-  44 02 01.     (N)    088 09 30.     (W)     SCALED    
 PN0191* NAVD 88     -       261.685  (meters)     858.54   (feet)  ADJUSTED  
 PN0191  ___________________________________________________________________
 PN0191  GEOID HEIGHT-         -36.00  (meters)                     GEOID03
 PN0191  DYNAMIC HT  -         261.634 (meters)     858.38  (feet)  COMP
 PN0191  MODELED GRAV-     980,418.1   (mgal)                       NAVD 88
 PN0191
 PN0191  VERT ORDER  -  SECOND    CLASS 0
 PN0191
 PN0191.The horizontal coordinates were scaled from a topographic map and have
 PN0191.an estimated accuracy of +/- 6 seconds.
 PN0191
 PN0191.The orthometric height was determined by differential leveling
 PN0191.and adjusted by the National Geodetic Survey in June 1991..
 PN0191
 PN0191.The geoid height was determined by GEOID03.
 PN0191
 PN0191.The dynamic height is computed by dividing the NAVD 88
 PN0191.geopotential number by the normal gravity value computed on the
 PN0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0191.degrees latitude (g = 980.6199 gals.).
 PN0191
 PN0191.The modeled gravity was interpolated from observed gravity values.
 PN0191
 PN0191;                    North         East    Units  Estimated Accuracy
 PN0191;SPC WI S     -   227,550.      747,620.      MT  (+/- 180 meters Scaled)
 PN0191
 PN0191                          SUPERSEDED SURVEY CONTROL
 PN0191
 PN0191  NGVD 29 (??/??/92)  261.683  (m)          858.54   (f) ADJ UNCH    2 0
 PN0191
 PN0191.Superseded values are not recommended for survey control.
 PN0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0191.See file dsdata.txt to determine how the superseded data were derived.
 PN0191
 PN0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP071762(NAD 83)
 PN0191_MARKER: DB = BENCH MARK DISK
 PN0191_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PN0191_SP_SET: BRIDGE PARAPET
 PN0191_STAMPING: J 91 1934
 PN0191_MARK LOGO: CGS   
 PN0191_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0191_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0191+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2005
 PN0191
 PN0191  HISTORY     - Date     Condition        Report By
 PN0191  HISTORY     - 1934     MONUMENTED       CGS
 PN0191  HISTORY     - 19950429 GOOD             USPSQD
 PN0191  HISTORY     - 20010416 GOOD             WIDT
 PN0191  HISTORY     - 20011203 GOOD             NGS
 PN0191  HISTORY     - 20030630 GOOD             USPSQD
 PN0191  HISTORY     - 20050817 GOOD             WIDT
 PN0191
 PN0191                          STATION DESCRIPTION
 PN0191
 PN0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0191'AT CHILTON.
 PN0191'AT CHILTON ALONG GRAND STREET AT MANITOWOC RIVER, TO FOOT
 PN0191'CONCRETE BRIDGE.  SET IN NORTH GUARD RAIL CONCRETE BASE, 4 FEET
 PN0191'FROM EAST END OF BRIDGE AND ONE FOOT ABOVE ROADWAY.
 PN0191
 PN0191                          STATION RECOVERY (1995)
 PN0191
 PN0191'RECOVERY NOTE BY US POWER SQUADRON 1995
 PN0191'RECOVERED IN GOOD CONDITION.
 PN0191
 PN0191                          STATION RECOVERY (2001)
 PN0191
 PN0191'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PN0191'THE STATION IS LOCATED ABOUT 41 KM WEST-SOUTHWEST OF MANITOWOC IN
 PN0191'CHILTON.  OWNERSHIP--TOWN OF CHILTON.  TO REACH THE STATION FROM THE
 PN0191'JUNCTION OF US HIGHWAY 151 WITH STATE HIGHWAY 32 AND STATE HIGHWAY 57
 PN0191'AT THE INTERSECTION OF MAIN STREET WITH MADISON STREET IN THE CITY OF
 PN0191'CHILTON, GO NORTH ON STATE HIGHWAY 32 AND STATE HIGHWAY 57 (MADISON
 PN0191'STREET) FOR 0.5 KM TO GRAND STREET, TURN RIGHT AND GO EAST ON GRAND
 PN0191'STREET FOR 0.2 KM TO SPRING STREET, CONTINUE EAST ON GRAND STREET FOR
 PN0191'0.2 KM TO THE BRIDGE OVER MANITOWOC RIVER AND THE STATION ON THE
 PN0191'LEFT.  THE STATION IS A BRONZE US COAST AND GEODETIC SURVEY BENCH
 PN0191'MARK DISK SET IN THE BASE OF THE NORTHEAST CORNER OF THE NORTH
 PN0191'PARAPET ABOUT 0.2 M ABOVE THE ROAD PAVEMENT.  THE STATION IS 4.7 M
 PN0191'NORTH OF THE CENTERLINE OF GRAND STREET, 19.3 M SOUTHWEST OF THE
 PN0191'SOUTHWEST CORNER A METAL BUILDING --CHILTON CO-OP SERVICE--, AND 2.5
 PN0191'M WEST OF POWER POLE --44-JJ23--.  ---NOTE---THIS STATION HAS
 PN0191'OBSTRUCTIONS IN ALL QUADRANTS EXTENDING HIGHER THAN 45 DEGREES ABOVE
 PN0191'THE HORIZON.
 PN0191
 PN0191                          STATION RECOVERY (2001)
 PN0191
 PN0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PN0191'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PN0191
 PN0191                          STATION RECOVERY (2003)
 PN0191
 PN0191'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0191'STATION RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 5 FEET WEST
 PN0191'OF THE EASTERN END ON THE NORTHERN PARAPET.
 PN0191
 PN0191                          STATION RECOVERY (2005)
 PN0191
 PN0191'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PN0191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0174 ***********************************************************************
 PN0174  DESIGNATION -  J 92
 PN0174  PID         -  PN0174
 PN0174  STATE/COUNTY-  WI/CALUMET
 PN0174  USGS QUAD   -  HILBERT (1992)
 PN0174
 PN0174                         *CURRENT SURVEY CONTROL
 PN0174  ___________________________________________________________________
 PN0174* NAD 83(1986)-  44 10 09.     (N)    088 12 53.     (W)     SCALED    
 PN0174* NAVD 88     -       252.811  (meters)     829.43   (feet)  ADJUSTED  
 PN0174  ___________________________________________________________________
 PN0174  GEOID HEIGHT-         -36.08  (meters)                     GEOID03
 PN0174  DYNAMIC HT  -         252.768 (meters)     829.29  (feet)  COMP
 PN0174  MODELED GRAV-     980,441.5   (mgal)                       NAVD 88
 PN0174
 PN0174  VERT ORDER  -  SECOND    CLASS 0
 PN0174
 PN0174.The horizontal coordinates were scaled from a topographic map and have
 PN0174.an estimated accuracy of +/- 6 seconds.
 PN0174
 PN0174.The orthometric height was determined by differential leveling
 PN0174.and adjusted by the National Geodetic Survey in June 1991..
 PN0174
 PN0174.The geoid height was determined by GEOID03.
 PN0174
 PN0174.The dynamic height is computed by dividing the NAVD 88
 PN0174.geopotential number by the normal gravity value computed on the
 PN0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0174.degrees latitude (g = 980.6199 gals.).
 PN0174
 PN0174.The modeled gravity was interpolated from observed gravity values.
 PN0174
 PN0174;                    North         East    Units  Estimated Accuracy
 PN0174;SPC WI S     -   242,510.      742,780.      MT  (+/- 180 meters Scaled)
 PN0174
 PN0174                          SUPERSEDED SURVEY CONTROL
 PN0174
 PN0174  NGVD 29 (??/??/92)  252.825  (m)          829.48   (f) ADJ UNCH    2 0
 PN0174
 PN0174.Superseded values are not recommended for survey control.
 PN0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0174.See file dsdata.txt to determine how the superseded data were derived.
 PN0174
 PN0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP028913(NAD 83)
 PN0174_MARKER: DB = BENCH MARK DISK
 PN0174_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PN0174_SP_SET: CULVERT
 PN0174_STAMPING: J-92 1934
 PN0174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PN0174
 PN0174  HISTORY     - Date     Condition        Report By
 PN0174  HISTORY     - 1934     MONUMENTED       CGS
 PN0174  HISTORY     - 20030630 MARK NOT FOUND   USPSQD
 PN0174
 PN0174                          STATION DESCRIPTION
 PN0174
 PN0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0174'AT ST JOHN.
 PN0174'AT ST JOHN ALONG THE MINNEAPOLIS, ST PAUL AND SOO STE MARIE
 PN0174'RAILROAD (TRACK OWNED BY C M ST P AND P RWY) AT AN EAST AND
 PN0174'WEST PUBLIC CROSSING.  SET IN WEST END OF THE SOUTH CONCRETE
 PN0174'HEADWALL OF A 3 FOOT CONCRETE AND STONE CULVERT UNDER HIWAY.
 PN0174'6 INCHES ABOVE RAIL TOP, 40 FEET NORTH OF CENTERLINE OF TRACK
 PN0174'AND 120 FEET EAST OF CENTER POINT OF CROSSING.
 PN0174
 PN0174                          STATION RECOVERY (2003)
 PN0174
 PN0174'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0174'STATION NOT FOUND.  THERE IS NO LONGER A CULVERT UNDER COUNTY HIGHWY B
 PN0174'AT THE RAILROAD CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0249 ***********************************************************************
 PN0249  DESIGNATION -  J 93
 PN0249  PID         -  PN0249
 PN0249  STATE/COUNTY-  WI/WAUPACA
 PN0249  USGS QUAD   -  WEYAUWEGA (1982)
 PN0249
 PN0249                         *CURRENT SURVEY CONTROL
 PN0249  ___________________________________________________________________
 PN0249* NAD 83(1986)-  44 19 48.     (N)    088 55 22.     (W)     SCALED    
 PN0249* NAVD 88     -       236.303  (meters)     775.27   (feet)  ADJUSTED  
 PN0249  ___________________________________________________________________
 PN0249  GEOID HEIGHT-         -36.41  (meters)                     GEOID03
 PN0249  DYNAMIC HT  -         236.262 (meters)     775.14  (feet)  COMP
 PN0249  MODELED GRAV-     980,439.9   (mgal)                       NAVD 88
 PN0249
 PN0249  VERT ORDER  -  SECOND    CLASS 0
 PN0249
 PN0249.The horizontal coordinates were scaled from a topographic map and have
 PN0249.an estimated accuracy of +/- 6 seconds.
 PN0249
 PN0249.The orthometric height was determined by differential leveling
 PN0249.and adjusted by the National Geodetic Survey in June 1991..
 PN0249
 PN0249.The geoid height was determined by GEOID03.
 PN0249
 PN0249.The dynamic height is computed by dividing the NAVD 88
 PN0249.geopotential number by the normal gravity value computed on the
 PN0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0249.degrees latitude (g = 980.6199 gals.).
 PN0249
 PN0249.The modeled gravity was interpolated from observed gravity values.
 PN0249
 PN0249;                    North         East    Units  Estimated Accuracy
 PN0249;SPC WI C     -    55,760.      685,920.      MT  (+/- 180 meters Scaled)
 PN0249
 PN0249                          SUPERSEDED SURVEY CONTROL
 PN0249
 PN0249  NGVD 29 (??/??/92)  236.321  (m)          775.33   (f) ADJ UNCH    2 0
 PN0249
 PN0249.Superseded values are not recommended for survey control.
 PN0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0249.See file dsdata.txt to determine how the superseded data were derived.
 PN0249
 PN0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ466103(NAD 83)
 PN0249_MARKER: DB = BENCH MARK DISK
 PN0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0249_STAMPING: J-93 1934
 PN0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0249+STABILITY: SURFACE MOTION
 PN0249
 PN0249  HISTORY     - Date     Condition        Report By
 PN0249  HISTORY     - 1934     MONUMENTED       CGS
 PN0249  HISTORY     - 1943     GOOD             NGS
 PN0249
 PN0249                          STATION DESCRIPTION
 PN0249
 PN0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0249'0.7 MI E FROM WEYAUWEGO.
 PN0249'0.7 MILES EAST OF DEPOT AT ALONG THE MINNEAPOLIS, ST PAUL AND
 PN0249'SAULT STE MARIE RAILROAD AT PRIVATE ROAD CROSSING, 12 POLES
 PN0249'EAST OF MILEPOLE 213.  SET IN POST, 55 FEET EAST OF CENTERLINE
 PN0249'OF ROAD, 36 FEET NORTH OF CENTERLINE OF TRACKS AND 4 FEET EAST
 PN0249'OF POLE.  ABOUT LEVEL WITH TRACKS.
 PN0249
 PN0249                          STATION RECOVERY (1943)
 PN0249
 PN0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 PN0249'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0136 ***********************************************************************
 OM0136  DESIGNATION -  J 94
 OM0136  PID         -  OM0136
 OM0136  STATE/COUNTY-  WI/FOND DU LAC
 OM0136  USGS QUAD   -  RUSH LAKE (1980)
 OM0136
 OM0136                         *CURRENT SURVEY CONTROL
 OM0136  ___________________________________________________________________
 OM0136* NAD 83(1986)-  43 52 30.     (N)    088 47 07.     (W)     SCALED    
 OM0136* NAVD 88     -       275.048  (meters)     902.39   (feet)  ADJUSTED  
 OM0136  ___________________________________________________________________
 OM0136  GEOID HEIGHT-         -36.02  (meters)                     GEOID03
 OM0136  DYNAMIC HT  -         274.989 (meters)     902.19  (feet)  COMP
 OM0136  MODELED GRAV-     980,398.8   (mgal)                       NAVD 88
 OM0136
 OM0136  VERT ORDER  -  SECOND    CLASS 0
 OM0136
 OM0136.The horizontal coordinates were scaled from a topographic map and have
 OM0136.an estimated accuracy of +/- 6 seconds.
 OM0136
 OM0136.The orthometric height was determined by differential leveling
 OM0136.and adjusted by the National Geodetic Survey in June 1991..
 OM0136
 OM0136.The geoid height was determined by GEOID03.
 OM0136
 OM0136.The dynamic height is computed by dividing the NAVD 88
 OM0136.geopotential number by the normal gravity value computed on the
 OM0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0136.degrees latitude (g = 980.6199 gals.).
 OM0136
 OM0136.The modeled gravity was interpolated from observed gravity values.
 OM0136
 OM0136;                    North         East    Units  Estimated Accuracy
 OM0136;SPC WI S     -   209,010.      697,630.      MT  (+/- 180 meters Scaled)
 OM0136
 OM0136                          SUPERSEDED SURVEY CONTROL
 OM0136
 OM0136  NGVD 29 (??/??/92)  275.070  (m)          902.46   (f) ADJ UNCH    2 0
 OM0136
 OM0136.Superseded values are not recommended for survey control.
 OM0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0136.See file dsdata.txt to determine how the superseded data were derived.
 OM0136
 OM0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP565595(NAD 83)
 OM0136_MARKER: DB = BENCH MARK DISK
 OM0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0136_STAMPING: J 94 1934
 OM0136_MARK LOGO: CGS   
 OM0136_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0136+STABILITY: SURFACE MOTION
 OM0136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0136+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2006
 OM0136
 OM0136  HISTORY     - Date     Condition        Report By
 OM0136  HISTORY     - 1934     MONUMENTED       CGS
 OM0136  HISTORY     - 19961103 GOOD             USPSQD
 OM0136  HISTORY     - 20000314 GOOD             WIDT
 OM0136  HISTORY     - 20030722 GOOD             USPSQD
 OM0136  HISTORY     - 20050517 GOOD             WIDT
 OM0136  HISTORY     - 20060921 GOOD             USPSQD
 OM0136
 OM0136                          STATION DESCRIPTION
 OM0136
 OM0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0136'3.6 MI SW FROM PICKETT.
 OM0136'IN FOND DU LAC COUNTY, 3.6 MILES SOUTHWEST ALONG THE CHICAGO,
 OM0136'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FROM THE STATION AT
 OM0136'PICKETT, WINNEBAGO COUNTY, 6 POLES NORTHEAST OF MILEPOST 172,
 OM0136'AT A ROAD CROSSING, 40 FEET SOUTHWEST OF THE CENTERLINE OF THE
 OM0136'ROAD, 33 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, 12
 OM0136'FEET SOUTHWEST OF A FENCE CORNER, 1 FOOT NORTHWEST OF THE FENCE,
 OM0136'AND ABOUT 5 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 OM0136'J 94 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OM0136
 OM0136                          STATION RECOVERY (1996)
 OM0136
 OM0136'RECOVERY NOTE BY US POWER SQUADRON 1996
 OM0136'RECOVERED IN GOOD CONDITION.
 OM0136
 OM0136                          STATION RECOVERY (2000)
 OM0136
 OM0136'RECOVERY NOTE BY WI DEPT OF TRANSP 2000 (DJH)
 OM0136'THE STATION IS LOCATED ABOUT 28.97 KM (18.00 MI) WEST-NORTHWEST OF
 OM0136'FOND DU LAC, 25.75 KM (16.00 MI) SOUTHWEST OF OSHKOSH AND 9.66 KM
 OM0136'(6.00 MI) NORTHEAST OF RIPON.  OWNERSHIP--TOWN OF RIPON.  TO REACH THE
 OM0136'STATION FROM THE JUNCTION OF STATE HIGHWAY 44 WITH DOUGLAS STREET IN
 OM0136'THE CITY OF RIPON, GO NORTHEAST ON STATE HIGHWAY 44 FOR 3.86 KM (2.40
 OM0136'MI) TO ISLAND ROAD ON THE LEFT, TURN LEFT AND GO NORTH ON ISLAND ROAD
 OM0136'FOR 0.64 KM (0.40 MI) TO THE STATION ON THE LEFT.  THE STATION IS A
 OM0136'BRONZE CGS BENCH MARK DISK STAMPED --J 94 1934-- SET IN THE TOP OF A
 OM0136'23-CM (9-INCH) SQUARE CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 1
 OM0136'M (3.3 FT) BELOW THE ROAD PAVEMENT.  THE STATION IS 13.9 M (45.6 FT)
 OM0136'WEST OF THE CENTERLINE OF ISLAND DRIVE, 21.9 M (71.9 FT)
 OM0136'NORTH-NORTHWEST OF THE TOP CENTER OF THE WEST END OF A 0.8 M (2.6 FT)
 OM0136'DIAMETER CORRUGATED METAL CULVERT PIPE, 9.3 M (30.5 FT) SOUTH OF THE
 OM0136'SOUTHERN MOST RAIL OF THE RAILROAD TRACKS, AND 1.0 M (3.3 FT) EAST OF
 OM0136'AN ORANGE FIBERGLASS WITNESS POST.  ---NOTE---THIS STATION HAS NO
 OM0136'VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 OM0136'HORIZON.
 OM0136
 OM0136                          STATION RECOVERY (2003)
 OM0136
 OM0136'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0136'RECOVERED IN GOOD CONDITION.
 OM0136
 OM0136                          STATION RECOVERY (2005)
 OM0136
 OM0136'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 OM0136'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M EAST OF AN
 OM0136'ORANGE FIBERGLASS WITNESS POST, AND 1 M NORTHWEST, AND 1 M SOUTHWEST
 OM0136'OF TWO WHITE PLASTIC WITNESS POSTS.
 OM0136
 OM0136                          STATION RECOVERY (2006)
 OM0136
 OM0136'RECOVERY NOTE BY US POWER SQUADRON 2006
 OM0136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0315 ***********************************************************************
 OM0315  DESIGNATION -  J 95
 OM0315  PID         -  OM0315
 OM0315  STATE/COUNTY-  WI/MARQUETTE
 OM0315  USGS QUAD   -  PACKWAUKEE (1984)
 OM0315
 OM0315                         *CURRENT SURVEY CONTROL
 OM0315  ___________________________________________________________________
 OM0315* NAD 83(1986)-  43 46 31.     (N)    089 24 53.     (W)     SCALED    
 OM0315* NAVD 88     -       238.242  (meters)     781.63   (feet)  ADJUSTED  
 OM0315  ___________________________________________________________________
 OM0315  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 OM0315  DYNAMIC HT  -         238.186 (meters)     781.45  (feet)  COMP
 OM0315  MODELED GRAV-     980,379.7   (mgal)                       NAVD 88
 OM0315
 OM0315  VERT ORDER  -  SECOND    CLASS 0
 OM0315
 OM0315.The horizontal coordinates were scaled from a topographic map and have
 OM0315.an estimated accuracy of +/- 6 seconds.
 OM0315
 OM0315.The orthometric height was determined by differential leveling
 OM0315.and adjusted by the National Geodetic Survey in June 1991..
 OM0315
 OM0315.The geoid height was determined by GEOID03.
 OM0315
 OM0315.The dynamic height is computed by dividing the NAVD 88
 OM0315.geopotential number by the normal gravity value computed on the
 OM0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0315.degrees latitude (g = 980.6199 gals.).
 OM0315
 OM0315.The modeled gravity was interpolated from observed gravity values.
 OM0315
 OM0315;                    North         East    Units  Estimated Accuracy
 OM0315;SPC WI S     -   197,380.      647,120.      MT  (+/- 180 meters Scaled)
 OM0315
 OM0315                          SUPERSEDED SURVEY CONTROL
 OM0315
 OM0315  NGVD 29 (??/??/92)  238.271  (m)          781.73   (f) ADJ UNCH    2 0
 OM0315
 OM0315.Superseded values are not recommended for survey control.
 OM0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0315.See file dsdata.txt to determine how the superseded data were derived.
 OM0315
 OM0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP056497(NAD 83)
 OM0315_MARKER: DB = BENCH MARK DISK
 OM0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0315_STAMPING: J 95 1935
 OM0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0315+STABILITY: SURFACE MOTION
 OM0315
 OM0315  HISTORY     - Date     Condition        Report By
 OM0315  HISTORY     - 1935     MONUMENTED       CGS
 OM0315
 OM0315                          STATION DESCRIPTION
 OM0315
 OM0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OM0315'2.2 MI N FROM PACKWAUKEE.
 OM0315'2.2 MILES NORTH ALONG THE ABANDONED MINNEAPOLIS, ST. PAUL AND
 OM0315'SAULT STE. MARIE RAILROAD FROM THE STATION AT PACKWAUKEE,
 OM0315'MARQUETTE COUNTY, AT MILEPOST 58, OPPOSITE A ROAD LEADING NORTH,
 OM0315'27 FEET NORTH OF THE CENTERLINE OF THE TRACK, 3 FEET EAST OF A
 OM0315'POLE, AND ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 OM0315'STAMPED J 95 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0078 ***********************************************************************
 PO0078  DESIGNATION -  J 96
 PO0078  PID         -  PO0078
 PO0078  STATE/COUNTY-  WI/JUNEAU
 PO0078  USGS QUAD   -  NECEDAH (1969)
 PO0078
 PO0078                         *CURRENT SURVEY CONTROL
 PO0078  ___________________________________________________________________
 PO0078* NAD 83(1986)-  44 00 07.     (N)    090 00 55.     (W)     SCALED    
 PO0078* NAVD 88     -       275.516  (meters)     903.92   (feet)  ADJUSTED  
 PO0078  ___________________________________________________________________
 PO0078  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 PO0078  DYNAMIC HT  -         275.458 (meters)     903.73  (feet)  COMP
 PO0078  MODELED GRAV-     980,402.6   (mgal)                       NAVD 88
 PO0078
 PO0078  VERT ORDER  -  SECOND    CLASS 0
 PO0078
 PO0078.The horizontal coordinates were scaled from a topographic map and have
 PO0078.an estimated accuracy of +/- 6 seconds.
 PO0078
 PO0078.The orthometric height was determined by differential leveling
 PO0078.and adjusted by the National Geodetic Survey in June 1991..
 PO0078
 PO0078.The geoid height was determined by GEOID03.
 PO0078
 PO0078.The dynamic height is computed by dividing the NAVD 88
 PO0078.geopotential number by the normal gravity value computed on the
 PO0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0078.degrees latitude (g = 980.6199 gals.).
 PO0078
 PO0078.The modeled gravity was interpolated from observed gravity values.
 PO0078
 PO0078;                    North         East    Units  Estimated Accuracy
 PO0078;SPC WI S     -   222,400.      598,780.      MT  (+/- 180 meters Scaled)
 PO0078
 PO0078                          SUPERSEDED SURVEY CONTROL
 PO0078
 PO0078  NGVD 29 (??/??/92)  275.529  (m)          903.96   (f) ADJ UNCH    2 0
 PO0078
 PO0078.Superseded values are not recommended for survey control.
 PO0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0078.See file dsdata.txt to determine how the superseded data were derived.
 PO0078
 PO0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ392764(NAD 83)
 PO0078_MARKER: DB = BENCH MARK DISK
 PO0078_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PO0078_SP_SET: CONCRETE-BLOCK FOUNDATION
 PO0078_STAMPING: J 96 1934
 PO0078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PO0078
 PO0078  HISTORY     - Date     Condition        Report By
 PO0078  HISTORY     - 1934     MONUMENTED       CGS
 PO0078  HISTORY     - 1943     GOOD             NGS
 PO0078  HISTORY     - 1943     GOOD             CNWRR
 PO0078  HISTORY     - 20030613 MARK NOT FOUND   WIDT
 PO0078
 PO0078                          STATION DESCRIPTION
 PO0078
 PO0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PO0078'3.3 MI SE FROM NECEDAH.
 PO0078'3.3 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PO0078'FROM THE STATION AT NECEDAH, JUNEAU COUNTY, 7 POLES WEST OF
 PO0078'MILEPOST 135, AT BLOCK SIGNAL 949, IN THE TOP OF THE SOUTH
 PO0078'CORNER OF THE CONCRETE-BLOCK FOUNDATION, AND 10 FEET NORTH OF THE
 PO0078'CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED J 96 1934.
 PO0078
 PO0078                          STATION RECOVERY (1943)
 PO0078
 PO0078'RECOVERY NOTE BY CHICAGO AND NORTH WESTERN RAILROAD 1943
 PO0078'RECOVERED IN GOOD CONDITION.
 PO0078
 PO0078                          STATION RECOVERY (2003)
 PO0078
 PO0078'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 PO0078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0422 ***********************************************************************
 PN0422  DESIGNATION -  J 97
 PN0422  PID         -  PN0422
 PN0422  STATE/COUNTY-  WI/WAUSHARA
 PN0422  USGS QUAD   -  WAUTOMA (1968)
 PN0422
 PN0422                         *CURRENT SURVEY CONTROL
 PN0422  ___________________________________________________________________
 PN0422* NAD 83(1986)-  44 06 05.     (N)    089 15 48.     (W)     SCALED    
 PN0422* NAVD 88     -       274.351  (meters)     900.10   (feet)  ADJUSTED  
 PN0422  ___________________________________________________________________
 PN0422  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PN0422  DYNAMIC HT  -         274.293 (meters)     899.91  (feet)  COMP
 PN0422  MODELED GRAV-     980,402.8   (mgal)                       NAVD 88
 PN0422
 PN0422  VERT ORDER  -  SECOND    CLASS 0
 PN0422
 PN0422.The horizontal coordinates were scaled from a topographic map and have
 PN0422.an estimated accuracy of +/- 6 seconds.
 PN0422
 PN0422.The orthometric height was determined by differential leveling
 PN0422.and adjusted by the National Geodetic Survey in June 1991..
 PN0422
 PN0422.The geoid height was determined by GEOID03.
 PN0422
 PN0422.The dynamic height is computed by dividing the NAVD 88
 PN0422.geopotential number by the normal gravity value computed on the
 PN0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0422.degrees latitude (g = 980.6199 gals.).
 PN0422
 PN0422.The modeled gravity was interpolated from observed gravity values.
 PN0422
 PN0422;                    North         East    Units  Estimated Accuracy
 PN0422;SPC WI S     -   233,710.      658,980.      MT  (+/- 180 meters Scaled)
 PN0422
 PN0422                          SUPERSEDED SURVEY CONTROL
 PN0422
 PN0422  NGVD 29 (??/??/92)  274.373  (m)          900.17   (f) ADJ UNCH    2 0
 PN0422
 PN0422.Superseded values are not recommended for survey control.
 PN0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0422.See file dsdata.txt to determine how the superseded data were derived.
 PN0422
 PN0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP188856(NAD 83)
 PN0422_MARKER: DB = BENCH MARK DISK
 PN0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0422_STAMPING: J-97 1934
 PN0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0422+STABILITY: SURFACE MOTION
 PN0422
 PN0422  HISTORY     - Date     Condition        Report By
 PN0422  HISTORY     - 1934     MONUMENTED       CGS
 PN0422  HISTORY     - 20040102 MARK NOT FOUND   USPSQD
 PN0422
 PN0422                          STATION DESCRIPTION
 PN0422
 PN0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0422'2.3 MI NE FROM WAUTOMA.
 PN0422'2.3 MILES NORTHEAST OF DEPOT AT WAUTOMA ALONG THE CHICAGO AND
 PN0422'NORTHWESTERN RAILROAD AT PRIVATE ROAD CROSSING, ABOUT 15 POLES
 PN0422'NORTHEAST OF MILEPOLE 101.  SET IN POST, 39 FEET WEST OF
 PN0422'CENTERLINE OF ROAD AT CROSSING, 32 FEET NORTHWEST OF CENTERLINE
 PN0422'OF THE TRACKS AND IN LINE WITH POLES.  ABOUT LEVEL WITH TRACKS.
 PN0422
 PN0422                          STATION RECOVERY (2004)
 PN0422
 PN0422'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0422'NOT FOUND.  SEARCHED FOR THE STATION 1.55 MILE NORTH OF MOUNT MORRIS
 PN0422'ROAD ON SWAMP ROAD AT THE NORTHERMOST OF TWO RAILROAD CROSSINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0259 ***********************************************************************
 PN0259  DESIGNATION -  J 98
 PN0259  PID         -  PN0259
 PN0259  STATE/COUNTY-  WI/WAUSHARA
 PN0259  USGS QUAD   -  AURORAVILLE (1961)
 PN0259
 PN0259                         *CURRENT SURVEY CONTROL
 PN0259  ___________________________________________________________________
 PN0259* NAD 83(1986)-  44 03 16.     (N)    088 59 27.     (W)     SCALED    
 PN0259* NAVD 88     -       233.828  (meters)     767.15   (feet)  ADJUSTED  
 PN0259  ___________________________________________________________________
 PN0259  GEOID HEIGHT-         -36.34  (meters)                     GEOID03
 PN0259  DYNAMIC HT  -         233.780 (meters)     766.99  (feet)  COMP
 PN0259  MODELED GRAV-     980,408.5   (mgal)                       NAVD 88
 PN0259
 PN0259  VERT ORDER  -  SECOND    CLASS 0
 PN0259
 PN0259.The horizontal coordinates were scaled from a topographic map and have
 PN0259.an estimated accuracy of +/- 6 seconds.
 PN0259
 PN0259.The orthometric height was determined by differential leveling
 PN0259.and adjusted by the National Geodetic Survey in June 1991..
 PN0259
 PN0259.The geoid height was determined by GEOID03.
 PN0259
 PN0259.The dynamic height is computed by dividing the NAVD 88
 PN0259.geopotential number by the normal gravity value computed on the
 PN0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0259.degrees latitude (g = 980.6199 gals.).
 PN0259
 PN0259.The modeled gravity was interpolated from observed gravity values.
 PN0259
 PN0259;                    North         East    Units  Estimated Accuracy
 PN0259;SPC WI S     -   228,730.      680,870.      MT  (+/- 180 meters Scaled)
 PN0259
 PN0259                          SUPERSEDED SURVEY CONTROL
 PN0259
 PN0259  NGVD 29 (??/??/92)  233.850  (m)          767.22   (f) ADJ UNCH    2 0
 PN0259
 PN0259.Superseded values are not recommended for survey control.
 PN0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0259.See file dsdata.txt to determine how the superseded data were derived.
 PN0259
 PN0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP405798(NAD 83)
 PN0259_MARKER: DB = BENCH MARK DISK
 PN0259_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PN0259_SP_SET: BRIDGE
 PN0259_STAMPING: J-98 1934
 PN0259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0259
 PN0259  HISTORY     - Date     Condition        Report By
 PN0259  HISTORY     - 1934     MONUMENTED       CGS
 PN0259  HISTORY     - 20040102 MARK NOT FOUND   USPSQD
 PN0259
 PN0259                          STATION DESCRIPTION
 PN0259
 PN0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0259'AT AURORAHVILLE.
 PN0259'AT AURORAHVILLE ALONG 49 HIWAY, AT CONCRETE BRIDGE AT LONG FILL
 PN0259'ACTING AS DAM.  ABOUT 200 FEET NORTH OF LARGE BRIDGE.  SET ON THE
 PN0259'EAST END OF THE NORTH ABUTMENT, 4 INCHES ABOVE SURFACE OF ROAD.
 PN0259
 PN0259                          STATION RECOVERY (2004)
 PN0259
 PN0259'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0259'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0530 ***********************************************************************
 PN0530  DESIGNATION -  J 99
 PN0530  PID         -  PN0530
 PN0530  STATE/COUNTY-  WI/WAUSHARA
 PN0530  USGS QUAD   -  COLOMA (1968)
 PN0530
 PN0530                         *CURRENT SURVEY CONTROL
 PN0530  ___________________________________________________________________
 PN0530* NAD 83(1986)-  44 02 06.     (N)    089 31 18.     (W)     SCALED    
 PN0530* NAVD 88     -       318.205  (meters)    1043.98   (feet)  ADJUSTED  
 PN0530  ___________________________________________________________________
 PN0530  GEOID HEIGHT-         -35.92  (meters)                     GEOID03
 PN0530  DYNAMIC HT  -         318.132 (meters)    1043.74  (feet)  COMP
 PN0530  MODELED GRAV-     980,380.4   (mgal)                       NAVD 88
 PN0530
 PN0530  VERT ORDER  -  SECOND    CLASS 0
 PN0530
 PN0530.The horizontal coordinates were scaled from a topographic map and have
 PN0530.an estimated accuracy of +/- 6 seconds.
 PN0530
 PN0530.The orthometric height was determined by differential leveling
 PN0530.and adjusted by the National Geodetic Survey in June 1991..
 PN0530
 PN0530.The geoid height was determined by GEOID03.
 PN0530
 PN0530.The dynamic height is computed by dividing the NAVD 88
 PN0530.geopotential number by the normal gravity value computed on the
 PN0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0530.degrees latitude (g = 980.6199 gals.).
 PN0530
 PN0530.The modeled gravity was interpolated from observed gravity values.
 PN0530
 PN0530;                    North         East    Units  Estimated Accuracy
 PN0530;SPC WI S     -   226,190.      638,340.      MT  (+/- 180 meters Scaled)
 PN0530
 PN0530                          SUPERSEDED SURVEY CONTROL
 PN0530
 PN0530  NGVD 29 (??/??/92)  318.220  (m)         1044.03   (f) ADJ UNCH    2 0
 PN0530
 PN0530.Superseded values are not recommended for survey control.
 PN0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0530.See file dsdata.txt to determine how the superseded data were derived.
 PN0530
 PN0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP979788(NAD 83)
 PN0530_MARKER: DB = BENCH MARK DISK
 PN0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0530_STAMPING: J 99 1934
 PN0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0530+STABILITY: SURFACE MOTION
 PN0530
 PN0530  HISTORY     - Date     Condition        Report By
 PN0530  HISTORY     - 1934     MONUMENTED       CGS
 PN0530  HISTORY     - 1957     GOOD             USGS
 PN0530  HISTORY     - 20040102 MARK NOT FOUND   USPSQD
 PN0530
 PN0530                          STATION DESCRIPTION
 PN0530
 PN0530'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 PN0530'AT COLOMA.
 PN0530'AT COLOMA, WAUSHARA COUNTY, 38 FT. SOUTH AND 86 FT. EAST OF THE
 PN0530'JUNCTION OF U.S. HWY. 51 AND STATE HWY. 21 GOING EAST, 3 FT.
 PN0530'NORTH AND 6 FT. EAST OF A TELEPHONE POLE, IN A CONC. POST, STD.
 PN0530'DISK STAMPED J 99 1934.
 PN0530
 PN0530                          STATION RECOVERY (2004)
 PN0530
 PN0530'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0530'NOT FOUND.  HIGHWAY CONSTRUCTION MAY HAVE REMOVED THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB8448 ***********************************************************************
 AB8448  DESIGNATION -  J SEXTON
 AB8448  PID         -  AB8448
 AB8448  STATE/COUNTY-  WI/BURNETT
 AB8448  USGS QUAD   -  HERTEL (1982)
 AB8448
 AB8448                         *CURRENT SURVEY CONTROL
 AB8448  ___________________________________________________________________
 AB8448* NAD 83(1997)-  45 45 16.67560(N)    092 09 41.48083(W)     ADJUSTED  
 AB8448* NAVD 88     -       319.0    (meters)    1047.     (feet)  GPS OBS   
 AB8448  ___________________________________________________________________
 AB8448  X           -    -168,145.008 (meters)                     COMP
 AB8448  Y           -  -4,454,928.704 (meters)                     COMP
 AB8448  Z           -   4,546,469.218 (meters)                     COMP
 AB8448  LAPLACE CORR-         -10.83  (seconds)                    DEFLEC99
 AB8448  ELLIP HEIGHT-         291.21  (meters)          (01/30/03) GPS OBS
 AB8448  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 AB8448
 AB8448  HORZ ORDER  -  FIRST
 AB8448  ELLP ORDER  -  FOURTH    CLASS I
 AB8448
 AB8448.The horizontal coordinates were established by GPS observations
 AB8448.and adjusted by the National Geodetic Survey in January 2003..
 AB8448
 AB8448.The orthometric height was determined by GPS observations and a
 AB8448.high-resolution geoid model.
 AB8448
 AB8448.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8448
 AB8448.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8448
 AB8448.The ellipsoidal height was determined by GPS observations
 AB8448.and is referenced to NAD 83.
 AB8448
 AB8448.The geoid height was determined by GEOID03.
 AB8448
 AB8448;                    North         East     Units Scale Factor Converg.
 AB8448;SPC WI N     -    67,636.786   431,848.368   MT  0.99997119   -1 33 33.3
 AB8448;SPC WI N     -   221,905.02  1,416,822.52   sFT  0.99997119   -1 33 33.3
 AB8448;UTM  15      - 5,067,127.854   565,211.585   MT  0.99965228   +0 36 02.4
 AB8448
 AB8448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8448!SPC WI N     -   0.99995435  x   0.99997119  =   0.99992554
 AB8448!UTM  15      -   0.99995435  x   0.99965228  =   0.99960664
 AB8448
 AB8448                          SUPERSEDED SURVEY CONTROL
 AB8448
 AB8448  NAD 83(1991)-  45 45 16.67482(N)    092 09 41.47843(W) AD(       ) 1
 AB8448  ELLIP H (12/09/96)  291.25   (m)                       GP(       ) 4 1
 AB8448
 AB8448.Superseded values are not recommended for survey control.
 AB8448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8448.See file dsdata.txt to determine how the superseded data were derived.
 AB8448
 AB8448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6521267128(NAD 83)
 AB8448_MARKER: DD = SURVEY DISK
 AB8448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8448_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8448+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB8448
 AB8448  HISTORY     - Date     Condition        Report By
 AB8448  HISTORY     - 1993     MONUMENTED       WI-013
 AB8448
 AB8448                          STATION DESCRIPTION
 AB8448
 AB8448'DESCRIBED BY BURNETT COUNTY WISCONSIN 1993
 AB8448'THE STATION IS LOCATED 3.8 MI (6.1 KM) SOUTHEAST OF HERTEL POST OFFICE
 AB8448'(AT THE INTERSECTION OF STATE TRUNK HIGHWAY 70 AND COUNTY ROAD X) ,
 AB8448'10.8 MI (17.4 KM) SOUTHEAST OF THE VILLAGE OF SIREN IN THE SOUTHWEST
 AB8448'QUARTER OF THE SOUTHEAST QUARTER, SECTION 24, T38N, R15W, TOWN OF LA
 AB8448'FOLLETTE.  TO REACH THE STATION FROM THE HERTEL POST OFFICE (AT THE
 AB8448'INTERSECTION OF STATE TRUNK HIGHWAY 70 AND COUNTY ROAD X) GO SOUTH
 AB8448'ALONG COUNTY ROAD X 1.73 MI, (2.78 KM) CONTINUE EAST ALONG COUNTY ROAD
 AB8448'X 1.0 MI, (1.6 KM) CONTINUE SOUTH ALONG COUNTY X 2.0 MI (3.2 KM) TO
 AB8448'COUNTY ROAD B, GO WEST ALONG COUNTY ROAD B .36 MI (0.58 KM) TO STATION
 AB8448'LOCATED 28 FEET (8.5 M) NORTH OF THE ROAD, 765 FEET (233.2 M) EAST OF
 AB8448'THE SOUTH QUARTER CORNER OF SECTION 34, T38N, R15W, .15 MI (0.24 KM)
 AB8448'EAST OF ADDRESS NUMBER 3602.  FIBERGLASS WITNESS POST SET 3 FEET (0.9
 AB8448'M) NORTH OF THE STATION.  THE STATION MARKER IS SET IN A 30 CM ROUND
 AB8448'CONCRETE MONUMENT 9 CM BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0020 ***********************************************************************
 PN0020  DESIGNATION -  JACK
 PN0020  PID         -  PN0020
 PN0020  STATE/COUNTY-  WI/SHAWANO
 PN0020  USGS QUAD   -  ZACHOW (1974)
 PN0020
 PN0020                         *CURRENT SURVEY CONTROL
 PN0020  ___________________________________________________________________
 PN0020* NAD 83(1991)-  44 41 59.18581(N)    088 15 02.40782(W)     ADJUSTED  
 PN0020* NAVD 88     -       251.629  (meters)     825.55   (feet)  ADJUSTED  
 PN0020  ___________________________________________________________________
 PN0020  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 PN0020  GEOID HEIGHT-         -36.16  (meters)                     GEOID03
 PN0020  DYNAMIC HT  -         251.599 (meters)     825.45  (feet)  COMP
 PN0020  MODELED GRAV-     980,492.8   (mgal)                       NAVD 88
 PN0020
 PN0020  HORZ ORDER  -  FIRST
 PN0020  VERT ORDER  -  FIRST     CLASS II
 PN0020
 PN0020.The horizontal coordinates were established by classical geodetic methods
 PN0020.and adjusted by the National Geodetic Survey in November 1991..
 PN0020
 PN0020.The orthometric height was determined by differential leveling
 PN0020.and adjusted by the National Geodetic Survey in June 1991..
 PN0020.WARNING-Repeat measurements at this control monument indicate possible
 PN0020.vertical movement.
 PN0020
 PN0020.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0020
 PN0020.The geoid height was determined by GEOID03.
 PN0020
 PN0020.The dynamic height is computed by dividing the NAVD 88
 PN0020.geopotential number by the normal gravity value computed on the
 PN0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0020.degrees latitude (g = 980.6199 gals.).
 PN0020
 PN0020.The modeled gravity was interpolated from observed gravity values.
 PN0020
 PN0020;                    North         East     Units Scale Factor Converg.
 PN0020;SPC WI C     -    97,770.525   738,629.339   MT  0.99994542   +1 14 03.4
 PN0020;SPC WI C     -   320,768.80  2,423,319.76   sFT  0.99994542   +1 14 03.4
 PN0020;UTM  16      - 4,950,360.691   400,914.659   MT  0.99972073   -0 52 47.2
 PN0020
 PN0020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0020!SPC WI C     -   0.99996622  x   0.99994542  =   0.99991164
 PN0020!UTM  16      -   0.99996622  x   0.99972073  =   0.99968696
 PN0020
 PN0020|---------------------------------------------------------------------|
 PN0020| PID    Reference Object                     Distance      Geod. Az  |
 PN0020|                                                           dddmmss.s |
 PN0020| CJ5120 JACK RM                              26.240 METERS 16221     |
 PN0020| PN0021 LUCY                                APPROX. 0.7 KM 1664559.9 |
 PN0020|---------------------------------------------------------------------|
 PN0020
 PN0020                          SUPERSEDED SURVEY CONTROL
 PN0020
 PN0020  NAD 83(1986)-  44 41 59.22506(N)    088 15 02.33422(W) AD(       ) 1
 PN0020  NAD 27      -  44 41 59.24200(N)    088 15 01.94500(W) AD(       ) 1
 PN0020  NGVD 29 (??/??/92)  251.630  (m)          825.56   (f) ADJ UNCH    1 2
 PN0020
 PN0020.Superseded values are not recommended for survey control.
 PN0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0020.See file dsdata.txt to determine how the superseded data were derived.
 PN0020
 PN0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0091550361(NAD 83)
 PN0020_MARKER: DS = TRIANGULATION STATION DISK
 PN0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0020_STAMPING: ELEV 825.556 FT JACK 1921
 PN0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0020+STABILITY: SURFACE MOTION
 PN0020
 PN0020  HISTORY     - Date     Condition        Report By
 PN0020  HISTORY     - 1921     MONUMENTED       CGS
 PN0020  HISTORY     - 1921     GOOD             CGS
 PN0020  HISTORY     - 1934     GOOD             NGS
 PN0020  HISTORY     - 1974     SEE DESCRIPTION  USGS
 PN0020  HISTORY     - 1985     MARK NOT FOUND   NGS
 PN0020  HISTORY     - 20050714 MARK NOT FOUND   WIDT
 PN0020
 PN0020                          STATION DESCRIPTION
 PN0020
 PN0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 PN0020'STATION IS ABOUT 1-3/4 MILES N OF PULASKI ON THE E SIDE OF
 PN0020'THE CHICAGO AND NORTHWESTERN RAILWAY, 25 METERS N OF A
 PN0020'PRIVATE-ROAD CROSSING, 150 METERS N OF THE N END OF A CURVE,
 PN0020'9.32 METERS (30,58 FEET) E OF E RAIL.
 PN0020'
 PN0020'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD
 PN0020'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A,
 PN0020'AND 11A.
 PN0020'
 PN0020'REFERENCE MARK IS ON SAME SIDE OF TRACK AND NEAR PROPERTY
 PN0020'LINE FENCE.
 PN0020
 PN0020                          STATION RECOVERY (1921)
 PN0020
 PN0020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921
 PN0020'1.8 MI N FROM PULASKI.
 PN0020'IN SHAWANO COUNTY, 1-3/4 MILES NORTH ALONG THE CHICAGO AND NORTH
 PN0020'WESTERN RAILWAY FROM PULASKI, BROWN COUNTY, 164 YARDS NORTH
 PN0020'OF THE NORTH END OF A CURVE, 27 YARDS NORTH OF A PRIVATE-ROAD
 PN0020'CROSSING, AND 30.6 FEET EAST OF THE EAST RAIL.  A STANDARD
 PN0020'TRIANGULATION-STATION DISK, STAMPED ELEV. 825.556 FT. JACK 1921
 PN0020'AND SET IN THE TOP OF A CONCRETE POST.
 PN0020
 PN0020                          STATION RECOVERY (1934)
 PN0020
 PN0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PN0020'RECOVERED IN GOOD CONDITION.
 PN0020
 PN0020                          STATION RECOVERY (1974)
 PN0020
 PN0020'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 PN0020'STATION NOT FOUND.
 PN0020'
 PN0020'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1-3/4
 PN0020'MI N ALONG RR FROM PULASKI.
 PN0020
 PN0020                          STATION RECOVERY (1985)
 PN0020
 PN0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0020'MARK NOT FOUND.
 PN0020
 PN0020                          STATION RECOVERY (2005)
 PN0020
 PN0020'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0020'NOT FOUND.  ADD--MEASURED DISTANCES ALONG OLD RAIL BED FROM A FARM
 PN0020'CROSSING, BUT RECOVERED NOTHING,  --NOTE-- RAILROAD TRACKS HAVE BEEN
 PN0020'REMOVED AND THE OLD RAIL BED IS NOW USED AS A SNOWMOBILE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0757 ***********************************************************************
 PO0757  DESIGNATION -  JACK
 PO0757  PID         -  PO0757
 PO0757  STATE/COUNTY-  WI/PEPIN
 PO0757  USGS QUAD   -  TARRANT (1972)
 PO0757
 PO0757                         *CURRENT SURVEY CONTROL
 PO0757  ___________________________________________________________________
 PO0757* NAD 83(1991)-  44 36 54.84467(N)    091 51 15.28807(W)     ADJUSTED  
 PO0757* NAVD 88     -       352.5    (meters)    1156.     (feet)  VERTCON   
 PO0757  ___________________________________________________________________
 PO0757  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 PO0757  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 PO0757
 PO0757  HORZ ORDER  -  SECOND
 PO0757
 PO0757.The horizontal coordinates were established by classical geodetic methods
 PO0757.and adjusted by the National Geodetic Survey in March 1999..
 PO0757
 PO0757.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0757
 PO0757.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0757
 PO0757.The geoid height was determined by GEOID03.
 PO0757
 PO0757;                    North         East     Units Scale Factor Converg.
 PO0757;SPC WI C     -    88,563.515   452,843.333   MT  0.99995102   -1 18 29.9
 PO0757;SPC WI C     -   290,562.13  1,485,703.50   sFT  0.99995102   -1 18 29.9
 PO0757;UTM  15      - 4,940,847.710   590,905.310   MT  0.99970162   +0 48 17.2
 PO0757
 PO0757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0757!SPC WI C     -   0.99994951  x   0.99995102  =   0.99990054
 PO0757!UTM  15      -   0.99994951  x   0.99970162  =   0.99965115
 PO0757
 PO0757|---------------------------------------------------------------------|
 PO0757| PID    Reference Object                     Distance      Geod. Az  |
 PO0757|                                                           dddmmss.s |
 PO0757| CJ5125 JACK RM 2                             7.345 METERS 02330     |
 PO0757| CJ5124 JACK RM 1                             7.760 METERS 20207     |
 PO0757|---------------------------------------------------------------------|
 PO0757
 PO0757                          SUPERSEDED SURVEY CONTROL
 PO0757
 PO0757  NAD 83(1991)-  44 36 54.84107(N)    091 51 15.28753(W) AD(       ) 2
 PO0757  NAD 83(1986)-  44 36 54.83730(N)    091 51 15.29535(W) AD(       ) 2
 PO0757  NAD 27      -  44 36 54.96625(N)    091 51 14.70148(W) AD(       ) 2
 PO0757  NGVD 29 (07/19/86)  352.5    (m)         1156.     (f) VERT ANG       
 PO0757
 PO0757.Superseded values are not recommended for survey control.
 PO0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0757.See file dsdata.txt to determine how the superseded data were derived.
 PO0757
 PO0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK9090540848(NAD 83)
 PO0757_MARKER: DD = SURVEY DISK
 PO0757_SETTING: 0 = UNSPECIFIED SETTING
 PO0757
 PO0757  HISTORY     - Date     Condition        Report By
 PO0757  HISTORY     - 1972     MONUMENTED       USGS
 PO0757  HISTORY     - 20020921 MARK NOT FOUND   USPSQD
 PO0757
 PO0757                          STATION DESCRIPTION
 PO0757
 PO0757'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (JSA)
 PO0757'STATION IS ABOUT 5 MI. ESE. OF DURAND FROM JUNCTIONS OF STATE
 PO0757'HIGHWAYS 10 AND 85, T. 25 N., R. 12 W., NEAR CENTER OF S/2 OF
 PO0757'SE/4 SEC. 29.
 PO0757'
 PO0757'TO REACH FROM JUNCTIONS OF STATE HIGHWAYS 85 AND 10 IN DURAND,
 PO0757'GO 4.4 MI. ESE. ON STATE HIGHWAY 10 TO JUNCTION OF COUNTY HIGHWAY
 PO0757'V, CONTINUE ESE. ON STATE HIGHWAY 10 FOR 0.55 MI. TO DRIVE N. AT
 PO0757'FARM OF P. H. BAUER, GO PAST E. END OF BARN AND TURN E. FOR 0.05
 PO0757'MI., TURN N. ON FIELD RD. FOR 0.25 MI., TURN RIGHT (EAST) AND GO
 PO0757'0.25 MI., TURN N. AND GO 0.1 MI., PARK TRUCK AND WALK ABOUT 0.2
 PO0757'MI. NE. TO TOP OF PROMINENT HILL AND STATION IN SADDLE.
 PO0757'
 PO0757'STATION MARK STAMPED ET JACK 1972 IS ABOUT 35 FT. N. AND 13
 PO0757'FT. E. OF TOP OF HILL AND LOCATED IN A SMALL SADDLE.  STATION IS
 PO0757'ABOUT 28 FT. NE. OF CLUMP OF BIRCH TREES.
 PO0757'
 PO0757'REFERENCE MARK NO. 1 STAMPED JACK NO 1 1972 IS ABOUT 25
 PO0757'FT. SSW. OF STATION ABOUT 13 FT. N. AND 8 FT. E. OF TOP OF HILL,
 PO0757'LOCATED ABOUT 10 FT. E. OF CLUMP OF BIRCH TREES.
 PO0757'
 PO0757'REFERENCE MARK NO. 2 STAMPED JACK NO 2 1972 IS ABOUT 24
 PO0757'FT. NNE. OF STATION, ABOUT 62 FT. N. AND 20 FT. E. OF TOP OF HILL,
 PO0757'LOCATED ABOUT 51 FT. NNE. OF CLUMP OF BIRCH TREES.
 PO0757'
 PO0757'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2-IN. COPPER COATED
 PO0757'RODS, CENTERED IN 6-IN. DIAMETER PLASTIC PIPE 12 IN. LONG AND
 PO0757'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  ALL MARKS ARE SET
 PO0757'FLUSH WITH THE GROUND.
 PO0757'
 PO0757'STANDARD BRACED TRIPOD USED.
 PO0757
 PO0757                          STATION RECOVERY (2002)
 PO0757
 PO0757'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEH)
 PO0757'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0752 ***********************************************************************
 QM0752  DESIGNATION -  JACK
 QM0752  PID         -  QM0752
 QM0752  STATE/COUNTY-  WI/ONEIDA
 QM0752  USGS QUAD   -  BURROWS LAKE (1982)
 QM0752
 QM0752                         *CURRENT SURVEY CONTROL
 QM0752  ___________________________________________________________________
 QM0752* NAD 83(1991)-  45 40 48.12069(N)    089 47 53.51441(W)     ADJUSTED  
 QM0752* NAVD 88     -       483.     (meters)    1585.     (feet)  SCALED    
 QM0752  ___________________________________________________________________
 QM0752  LAPLACE CORR-          -5.33  (seconds)                    DEFLEC99
 QM0752  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 QM0752
 QM0752  HORZ ORDER  -  FIRST
 QM0752
 QM0752.The horizontal coordinates were established by classical geodetic methods
 QM0752.and adjusted by the National Geodetic Survey in November 1991..
 QM0752
 QM0752.The orthometric height was scaled from a topographic map.
 QM0752
 QM0752.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0752
 QM0752.The geoid height was determined by GEOID03.
 QM0752
 QM0752;                    North         East     Units Scale Factor Converg.
 QM0752;SPC WI N     -    57,077.439   615,721.764   MT  0.99998135   +0 08 44.1
 QM0752;SPC WI N     -   187,261.56  2,020,080.49   sFT  0.99998135   +0 08 44.1
 QM0752;SPC WI C     -   205,234.944   615,722.676   MT  1.00003927   +0 08 32.6
 QM0752;SPC WI C     -   673,341.65  2,020,083.48   sFT  1.00003927   +0 08 32.6
 QM0752;UTM  16      - 5,062,306.597   282,085.456   MT  1.00018385   -2 00 09.9
 QM0752
 QM0752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0752!SPC WI N     -   0.99992913  x   0.99998135  =   0.99991048
 QM0752!SPC WI C     -   0.99992913  x   1.00003927  =   0.99996840
 QM0752!UTM  16      -   0.99992913  x   1.00018385  =   1.00011297
 QM0752
 QM0752|---------------------------------------------------------------------|
 QM0752| PID    Reference Object                     Distance      Geod. Az  |
 QM0752|                                                           dddmmss.s |
 QM0752| CJ5122 JACK RM 1                            21.805 METERS 04608     |
 QM0752| QM0753 JACK PINE LOT USGS 1952              12.703 METERS 08947     |
 QM0752| CJ5123 JACK RM 2                            19.011 METERS 14342     |
 QM0752| QM0754 TRIP                                APPROX.18.0 KM 2252229.3 |
 QM0752| CJ5121 JACK AZ MK                                         2683931.2 |
 QM0752|---------------------------------------------------------------------|
 QM0752
 QM0752                          SUPERSEDED SURVEY CONTROL
 QM0752
 QM0752  NAD 83(1986)-  45 40 48.11676(N)    089 47 53.50919(W) AD(       ) 1
 QM0752  NAD 27      -  45 40 48.27100(N)    089 47 52.97000(W) AD(       ) 1
 QM0752
 QM0752.Superseded values are not recommended for survey control.
 QM0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0752.See file dsdata.txt to determine how the superseded data were derived.
 QM0752
 QM0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR8208562307(NAD 83)
 QM0752_MARKER: DS = TRIANGULATION STATION DISK
 QM0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0752_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0752+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2003
 QM0752
 QM0752  HISTORY     - Date     Condition        Report By
 QM0752  HISTORY     - 1952     MONUMENTED       CGS
 QM0752  HISTORY     - 1970     GOOD             NGS
 QM0752  HISTORY     - 20031109 GOOD             GEOCAC
 QM0752
 QM0752                          STATION DESCRIPTION
 QM0752
 QM0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QM0752'STATION IS LOCATED ABOUT 14-1/2 MILES NORTH-NORTHWEST OF
 QM0752'TOMAHAWK AND 9 MILES SOUTH-SOUTHWEST OF HAZELHURST NEAR
 QM0752'THE SITE OF THE JACK PINE LOOKOUT TOWER.
 QM0752'
 QM0752'TO REACH THE STATION FROM THE JUNCTION OF S. FOURTH STREET
 QM0752'AND E. WISCONSIN AVE. IN THE EAST EDGE OF TOMAHAWK, GO NORTH
 QM0752'ON U.S. HIGHWAY 51 FOR 2.4 MILES TO JUNCTION WITH STATE
 QM0752'HIGHWAY 91, BEAR LEFT AND GO NORTHWEST ON STATE HIGHWAY 91
 QM0752'FOR 2.3 MILES TO JUNCTION WITH U.S. HIGHWAY 8, BEAR LEFT AND
 QM0752'GO WEST ON U.S. HIGHWAY 8 FOR 0.7 MILES TO JUNCTION WITH COUNTY
 QM0752'ROAD Y RIGHT, TURN RIGHT AND FOLLOW COUNTY ROAD Y NORTH
 QM0752'FOR 3.1 MILES TO CROSSROAD, TURN LEFT AND GO WEST ON COUNTY
 QM0752'ROAD Y FOR 1.5 MILES, TURN RIGHT AND GO NORTH ON COUNTY
 QM0752'ROAD Y FOR 8.6 MILES TO SIDE ROAD RIGHT AND SIGN JACK PINE
 QM0752'LOOKOUT TOWER, TURN RIGHT AND GO EAST ON DIRT ROAD FOR 0.7
 QM0752'MILE TO THE AZIMUTH MARK ON THE SOUTH SIDE AS DESCRIBED.
 QM0752'CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO THE JACK PINE
 QM0752'LOOKOUT TOWER AND STATION AS DESCRIBED.
 QM0752'
 QM0752'THE STATION MARK IS STAMPED JACK 1952.  IT IS A STANDARD
 QM0752'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT
 QM0752'IS 78 FEET WEST OF THE MAIN ENTRANCE INTO THE RANGERS CABIN,
 QM0752'25-1/2 FEET SOUTH OF THE CENTER OF DIRT ROAD AND 4 FEET EAST
 QM0752'OF A WHITE WITNESS POST.
 QM0752'
 QM0752'REFERENCE MARK NO. 1 IS STAMPED JACK NO 1 1952.  IT IS 50 FEET
 QM0752'NORTHWEST OF THE NORTHWEST CORNER OF THE RANGERS CABIN AND
 QM0752'10 FEET NORTH OF A BIRD HOUSE.
 QM0752'
 QM0752'JACK PINE 1935, (USGS) BM IS SET UNDER THE CENTER OF THE
 QM0752'LOOKOUT TOWER.  IT IS A U.S.G.S. BENCH MARK DISK SET IN THE TOP
 QM0752'OF AN 8X8 INCH CONCRETE POST PROJECTING 2 INCHES AND STAMPED
 QM0752'JACK PINE 1935.
 QM0752'
 QM0752'REFERENCE MARK NO. 2 IS STAMPED JACK NO 2 1952.  IT IS 50 FEET
 QM0752'SOUTHWEST OF THE SOUTHWEST CORNER OF THE RANGERS CABIN AND
 QM0752'18 FEET SOUTH OF EDGE OF LAWN AND ABOUT 3 FEET LOWER IN ELEVATION
 QM0752'THAN STATION MARK.
 QM0752'
 QM0752'THE AZIMUTH MARK IS STAMPED JACK 1952.  IT IS 15 FEET SOUTH
 QM0752'OF THE CENTER OF DIRT ROAD AND 2 FEET NORTHEAST OF A WHITE
 QM0752'WITNESS POST.  THE MARK PROJECTS
 QM0752'4 INCHES.
 QM0752'
 QM0752'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 QM0752
 QM0752                          STATION RECOVERY (1970)
 QM0752
 QM0752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 QM0752'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE USGS MARK
 QM0752'WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS DESTROYED
 QM0752'BY ROAD CONSTRUCTION PRIOR TO VISIT TO STATION.  THE DIRECTION
 QM0752'BETWEEN THE MARKS CHECKED.  THE DISTANCE TO REFERENCE MARK 1
 QM0752'FOUND TO BE SHORTER BY 0.05 OF A FOOT.  THE DISTANCE JACK
 QM0752'PINE 1935 FOUND TO BE SHORTER BY 0.07 OF A FOOT.  THE DISTANCE
 QM0752'TO REFERENCE MARK 2 FOUND TO BE SHORTER BY 0.04 OF A FOOT.
 QM0752'THERE WAS NOTHING VISIBLE FROM WHICH TO SET A NEW AZIMUTH MARK
 QM0752'FROM NOR A PLACE TO SET ONE HAD THERE BEEN.  A NEW
 QM0752'DESCRIPTION FOLLOWS--
 QM0752'
 QM0752'THE STATION IS LOCATED ABOUT 14 MILES NORTH-NORTHWEST OF
 QM0752'TOMAHAWK, 9 MILES SOUTH OF HAZELHURST, ON THE WEST SIDE OF A
 QM0752'CLEARING OF THE JACK PINE LOOKOUT TOWER, 34 FEET SOUTHWEST
 QM0752'OF THE NORTHWEST LEG OF THE TOWER, 33 FEET NORTHWEST OF THE
 QM0752'SOUTHWEST LEG OF THE TOWER, 25 FEET SOUTH OF THE CENTERLINE
 QM0752'OF A TRAIL LEADING WEST, 9 FEET EAST OF A 6 INCH PINE TREE
 QM0752'AND 1 FOOT EAST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS
 QM0752'4 INCHES AND THE DISK IS STAMPED JACK 1952.
 QM0752'
 QM0752'REFERENCE MARK 1 IS 41 FEET NORTH OF THE NORTHEAST LEG OF THE
 QM0752'TOWER, 6 FEET SOUTHWEST OF A 12 INCH PINE TREE, 49 FEET NORTHWEST
 QM0752'OF THE NORTHWEST CORNER OF A RANGER HOUSE AND ON THE NORTH
 QM0752'SIDE OF THE CLEARING.  THE MONUMENT PROJECTS 4 INCHES AND THE
 QM0752'DISK IS STAMPED JACK NO 1 1952.
 QM0752'
 QM0752'REFERENCE MARK 2 IS 4 FEET SOUTH OF AN 8 INCH BIRCH TREE,
 QM0752'2 FEET NORTH OF A 6 INCH BIRCH TREE, 43 FEET SOUTHWEST OF
 QM0752'THE SOUTHEAST LEG OF THE TOWER AND 55 FEET SOUTHWEST OF THE
 QM0752'SOUTHWEST CORNER OF THE HOUSE.  THE MONUMENT PROJECTS 3 INCHES
 QM0752'AND THE DISK IS STAMPED JACK NO 2 1952.
 QM0752'
 QM0752'JACK PINE 1935 (USGS) BM IS A STANDARD USGS DISK SET IN THE TOP OF A
 QM0752'SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT IS SET DIRECTLY
 QM0752'UNDER THE CENTER OF THE TOWER AND STAMPED JACK PINE 1935.
 QM0752'
 QM0752'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND
 QM0752'COUNTY ROAD Y ABOUT 3 MILES SOUTH OF HAZELHURST, GO SOUTHERLY
 QM0752'ON RD. Y FOR 9.45 MILES TO A SIDE ROAD LEFT AND A SIGN JACK
 QM0752'PINE LOOKOUT TOWER.  TURN LEFT AND GO EAST FOR 1.0 MILE
 QM0752'TO THE END OF THE ROAD AND THE STATION.
 QM0752'
 QM0752'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 QM0752'
 QM0752'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 9
 QM0752'MILES SOUTH OF HAZELHURST
 QM0752
 QM0752                          STATION RECOVERY (2003)
 QM0752
 QM0752'RECOVERY NOTE BY GEOCACHING 2003 (RFC)
 QM0752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0753 ***********************************************************************
 QM0753  DESIGNATION -  JACK PINE LOT USGS 1952
 QM0753  PID         -  QM0753
 QM0753  STATE/COUNTY-  WI/ONEIDA
 QM0753  USGS QUAD   -  BURROWS LAKE (1982)
 QM0753
 QM0753                         *CURRENT SURVEY CONTROL
 QM0753  ___________________________________________________________________
 QM0753* NAD 83(1991)-  45 40 48.12225(N)    089 47 52.92744(W)     ADJUSTED  
 QM0753* NAVD 88     -       483.     (meters)    1585.     (feet)  SCALED    
 QM0753  ___________________________________________________________________
 QM0753  LAPLACE CORR-          -5.34  (seconds)                    DEFLEC99
 QM0753  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 QM0753
 QM0753  HORZ ORDER  -  THIRD
 QM0753
 QM0753.The horizontal coordinates were established by classical geodetic methods
 QM0753.and adjusted by the National Geodetic Survey in November 1991..
 QM0753
 QM0753.The orthometric height was scaled from a topographic map.
 QM0753
 QM0753.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0753
 QM0753.The geoid height was determined by GEOID03.
 QM0753
 QM0753;                    North         East     Units Scale Factor Converg.
 QM0753;SPC WI N     -    57,077.520   615,734.467   MT  0.99998135   +0 08 44.5
 QM0753;SPC WI N     -   187,261.83  2,020,122.16   sFT  0.99998135   +0 08 44.5
 QM0753;SPC WI C     -   205,235.023   615,735.379   MT  1.00003927   +0 08 33.0
 QM0753;SPC WI C     -   673,341.90  2,020,125.16   sFT  1.00003927   +0 08 33.0
 QM0753;UTM  16      - 5,062,306.202   282,098.155   MT  1.00018379   -2 00 09.5
 QM0753
 QM0753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0753!SPC WI N     -   0.99992913  x   0.99998135  =   0.99991048
 QM0753!SPC WI C     -   0.99992913  x   1.00003927  =   0.99996840
 QM0753!UTM  16      -   0.99992913  x   1.00018379  =   1.00011291
 QM0753
 QM0753                          SUPERSEDED SURVEY CONTROL
 QM0753
 QM0753  NAD 83(1986)-  45 40 48.11832(N)    089 47 52.92223(W) AD(       ) 4
 QM0753  NAD 27      -  45 40 48.27300(N)    089 47 52.38200(W) AD(       ) 3
 QM0753
 QM0753.Superseded values are not recommended for survey control.
 QM0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0753.See file dsdata.txt to determine how the superseded data were derived.
 QM0753
 QM0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR8209862306(NAD 83)
 QM0753_MARKER: 57 = LOOKOUT TOWER
 QM0753_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0753+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2003
 QM0753
 QM0753  HISTORY     - Date     Condition        Report By
 QM0753  HISTORY     - 1952     FIRST OBSERVED   CGS
 QM0753  HISTORY     - 20031109 GOOD             GEOCAC
 QM0753
 QM0753                          STATION DESCRIPTION
 QM0753
 QM0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QM0753'STATION IS LOCATED ABOUT 14-1/2 MILES NORTH-NORTHWEST OF
 QM0753'TOMAHAWK AND 9 MILES SOUTH-SOUTHWEST OF HAZELHURST ON THE
 QM0753'HIGHEST POINT OF A SMALL ROUND TOPPED HILL.
 QM0753'
 QM0753'IT IS A FOUR LEGGED STEEL STRUCTURE ABOUT 80 FEET HIGH WITH
 QM0753'A LOOKOUT CAB ON THE TOP.  THE ENTIRE STRUCTURE IS PAINTED
 QM0753'GRAY.  POINT OBSERVED UPON AND TRAVERSED TO, THE CENTER OF THE
 QM0753'BASE OF STRUCTURE.
 QM0753'
 QM0753'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION JACK
 QM0753'AND THE DISTANCE WAS FOUND TO BE 41.72 FEET, (12.718 METERS)
 QM0753'
 QM0753'TO REACH THE STATION FROM THE JUNCTION OF S. FOURTH STREET
 QM0753'AND E. WISCONSIN AVE. IN THE EAST EDGE OF TOMAHAWK, GO NORTH
 QM0753'ON U.S. HIGHWAY 51 FOR 2.4 MILES TO JUNCTION WITH STATE
 QM0753'HIGHWAY 91, TURN LEFT AND GO NORTHWEST ON STATE HIGHWAY 91
 QM0753'FOR 2.3 MILES TO JUNCTION WITH U.S. HIGHWAY 8, TURN LEFT
 QM0753'AND GO WEST ON U.S. HIGHWAY 8 FOR 0.7 MILE TO COUNTY ROAD Y
 QM0753'RIGHT, TURN RIGHT AND FOLLOW COUNTY ROAD Y NORTH AND WEST
 QM0753'MAKING SEVERAL JOGS FOR A TOTAL DISTANCE OF 13.2 MILES TO A
 QM0753'SIDE ROAD RIGHT AND SIGN JACK PINE LOOKOUT TOWER, TURN RIGHT
 QM0753'AND GO EAST ON DIRT ROAD FOR 1 MILE TO STATION AS DESCRIBED.
 QM0753
 QM0753                          STATION RECOVERY (2003)
 QM0753
 QM0753'RECOVERY NOTE BY GEOCACHING 2003 (RFC)
 QM0753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0728 ***********************************************************************
 OM0728  DESIGNATION -  JACKSON
 OM0728  PID         -  OM0728
 OM0728  STATE/COUNTY-  WI/WASHINGTON
 OM0728  USGS QUAD   -  FIVE CORNERS (1994)
 OM0728
 OM0728                         *CURRENT SURVEY CONTROL
 OM0728  ___________________________________________________________________
 OM0728* NAD 83(1991)-  43 19 24.08187(N)    088 07 01.98863(W)     ADJUSTED  
 OM0728* NAVD 88     -       273.     (meters)     896.     (feet)  SCALED    
 OM0728  ___________________________________________________________________
 OM0728  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 OM0728  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 OM0728
 OM0728  HORZ ORDER  -  THIRD
 OM0728
 OM0728.The horizontal coordinates were established by classical geodetic methods
 OM0728.and adjusted by the National Geodetic Survey in November 1991..
 OM0728
 OM0728.The orthometric height was scaled from a topographic map.
 OM0728
 OM0728.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0728
 OM0728.The geoid height was determined by GEOID03.
 OM0728
 OM0728;                    North         East     Units Scale Factor Converg.
 OM0728;SPC WI S     -   148,735.869   752,693.132   MT  0.99993347   +1 17 37.2
 OM0728;SPC WI S     -   487,977.60  2,469,460.72   sFT  0.99993347   +1 17 37.2
 OM0728;UTM  16      - 4,797,329.943   409,415.946   MT  0.99970094   -0 45 59.7
 OM0728
 OM0728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0728!SPC WI S     -   0.99996267  x   0.99993347  =   0.99989614
 OM0728!UTM  16      -   0.99996267  x   0.99970094  =   0.99966362
 OM0728
 OM0728|---------------------------------------------------------------------|
 OM0728| PID    Reference Object                     Distance      Geod. Az  |
 OM0728|                                                           dddmmss.s |
 OM0728| CI9800 JACKSON RM 1                         13.016 METERS 08852     |
 OM0728| OM0725 DAVIDS STERN EV LUTH CH SPIRE       APPROX. 4.0 KM 1683000.1 |
 OM0728| CJ7903 VICTORY PP 1                         18.288 METERS 23549     |
 OM0728| CI9801 JACKSON RM 2                          9.024 METERS 26918     |
 OM0728| CI9799 JACKSON AZ MK                                      2710216.5 |
 OM0728| CI9802 JACKSON RM 3                                       2814513.9 |
 OM0728|---------------------------------------------------------------------|
 OM0728
 OM0728                          SUPERSEDED SURVEY CONTROL
 OM0728
 OM0728  NAD 83(1986)-  43 19 24.07181(N)    088 07 01.99657(W) AD(       ) 3
 OM0728  NAD 27      -  43 19 24.06400(N)    088 07 01.66500(W) AD(       ) 3
 OM0728
 OM0728.Superseded values are not recommended for survey control.
 OM0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0728.See file dsdata.txt to determine how the superseded data were derived.
 OM0728
 OM0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0941697330(NAD 83)
 OM0728_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0728+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2006
 OM0728
 OM0728  HISTORY     - Date     Condition        Report By
 OM0728  HISTORY     - 1953     MONUMENTED       CGS
 OM0728  HISTORY     - 1965     SEE DESCRIPTION  CGS
 OM0728  HISTORY     - 1969     SEE DESCRIPTION  CGS
 OM0728  HISTORY     - 1974     SEE DESCRIPTION  NGS
 OM0728  HISTORY     - 19940909 GOOD             USPSQD
 OM0728  HISTORY     - 20021212 GOOD             USPSQD
 OM0728  HISTORY     - 20060521 GOOD             USPSQD
 OM0728
 OM0728                          STATION DESCRIPTION
 OM0728
 OM0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0728'STATION IS LOCATED ABOUT 2.5 MILES EAST OF JACKSON ON THE
 OM0728'NORTH SIDE OF STATE HIGHWAY 60 AND IS ON HIGHWAY RIGHT-OF-WAY.
 OM0728'IT IS 60 FEET NORTHEAST OF THE INTERSECTION OF STATE HIGHWAY
 OM0728'60 AND A GRAVEL T ROAD, 48 FEET NORTH OF THE CENTER OF THE
 OM0728'HIGHWAY AND 30 FEET EAST OF A POWER LINE POLE AND A WHITE
 OM0728'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 OM0728'JACKSON 1953.
 OM0728'
 OM0728'REFERENCE MARK NO. 1 IS 49 FEET NORTH OF THE CENTER OF THE
 OM0728'HIGHWAY.  THE MARK IS FLUSH AND THE DISK IS STAMPED JACKSON
 OM0728'NO 1 1953.
 OM0728'
 OM0728'REFERENCE MARK NO. 2 IS 42 FEET NORTHEAST OF THE INTERSECTION,
 OM0728'14 FEET EAST OF THE CENTER OF A GRAVEL ROAD AND 2 FEET SOUTH
 OM0728'OF A POWER LINE POLE AND A WHITE WITNESS POST.  THE MARK IS
 OM0728'FLUSH AND THE DISK IS STAMPED JACKSON NO 2 1953.
 OM0728'
 OM0728'AZIMUTH MARK IS 84 FEET NORTHEAST OF THE INTERSECTION OF STATE
 OM0728'HIGHWAY 60 AND COUNTY HIGHWAY G, 22 FEET EAST OF A TELEPHONE
 OM0728'POLE AND 1 FOOT EAST OF A WHITE WITNESS POST.  THE MARK IS
 OM0728'FLUSH AND THE DISK IS STAMPED JACKSON 1953.
 OM0728'
 OM0728'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 60
 OM0728'AND COUNTY HIGHWAY G, ABOUT 2 MILES EAST OF JACKSON.  GO EAST
 OM0728'ON HIGHWAY 60 FOR 0.2 MILE TO THE STATION ON THE LEFT AS
 OM0728'DESCRIBED.
 OM0728'
 OM0728'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OM0728
 OM0728                          STATION RECOVERY (1965)
 OM0728
 OM0728'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 OM0728'THIS STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN
 OM0728'GOOD CONDITION.  THE ORIGINAL DESCRIPTION TO REACH THE STATION
 OM0728'IS ADEQUATE FOR RECOVEREY.
 OM0728
 OM0728                          STATION RECOVERY (1969)
 OM0728
 OM0728'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 OM0728'THE STATION AND ALL MARKS WERE FOUND IN GOOD CONDITION BUT THE
 OM0728'STATION WAS OCCUPIED FOR ADDITIONAL AZIMUTH OBJECTS.  A NEW
 OM0728'DESCRIPTION FOLLOWS.
 OM0728'
 OM0728'LOCATED ABOUT 2 MILES EAST OF JACKSON, 0.2 MILE EAST OF THE
 OM0728'JUNCTION OF STATE HIGHWAY 60 AND COUNTY ROAD G (DIVISION ROAD),
 OM0728'48 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 44 FEET EAST
 OM0728'OF THE CENTERLINE OF A GRAVEL ROAD NORTH, 30 FEET EAST OF POWER
 OM0728'POLE NO. 47-3681 AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 OM0728'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED JACKSON 1953.
 OM0728'(NOTE 1A 7A)
 OM0728'
 OM0728'REFERENCE MARK 1 IS 73 FEET EAST OF THE POWER POLE, 48 FEET
 OM0728'NORTH OF THE CENTERLINE OF THE HIGHWAY AND 43 FEET EAST OF
 OM0728'THE WITNESS POST.  THE MONUMENT IS 1 INCH UNDERGROUND AND THE
 OM0728'DISK IS STAMPED JACKSON NO 1 1953.
 OM0728'
 OM0728'REFERENCE MARK 2 IS 48 FEET NORTH OF THE CENTERLINE OF THE
 OM0728'ROAD, 15 FEET EAST OF THE CENTERLINE OF THE ROAD NORTH AND
 OM0728'2 FEET SOUTH OF THE POWER POLE.  THE MONUMENT IS 2 INCHES
 OM0728'UNDERGROUND AND THE DISK IS STAMPED JACKSON NO 2 1953.
 OM0728'
 OM0728'THE AZIMUTH MARK IS 67 FEET EAST OF THE CENTERLINE OF COUNTY
 OM0728'ROAD G, 49 FEET NORTH OF THE CENTERLINE OF HIGHWAY 60, 37 FEET
 OM0728'EAST OF A POWER POLE AND 1 FOOT EAST OF A METAL WITNESS POST.
 OM0728'THE MONUMENT IS 1 INCH UNDERGROUND AND THE DISK IS STAMPED
 OM0728'JACKSON 1953.
 OM0728'
 OM0728'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 OM0728'
 OM0728'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 OM0728'EAST OF JACKSON
 OM0728
 OM0728                          STATION RECOVERY (1974)
 OM0728
 OM0728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 OM0728'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DISTANCE AND
 OM0728'DIRECTION TO THE MARKS CHECKED AS DID THE DIRECTION TO THE
 OM0728'AZIMUTH MARK AND THE WATER TANK.  THE AZIMUTH MARK WAS IN THE
 OM0728'WAY OF ROAD WORK AND WAS DESTROYED AFTER A NEW MARK WAS SET.
 OM0728'A NEW DESCRIPTION FOLLOWS--
 OM0728'
 OM0728'THE STATION IS LOCATED 2 MILES EAST OF JACKSON, 0.2 MILE EAST
 OM0728'OF THE JUNCTION OF STATE HIGHWAY 60 AND COUNTY ROAD G (DIVISION
 OM0728'RD.), 48 FEET NORTH OF THE CENTERLINE OF HIGHWAY 60, 44 FEET
 OM0728'EAST OF THE CENTERLINE OF A GRAVELED ROAD, 30 FEET EAST OF
 OM0728'A POWER POLE AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE
 OM0728'MONUMENT IS FLUSH AND THE DISK IS STAMPED JACKSON 1953. (NOTE
 OM0728'1A 7A)
 OM0728'
 OM0728'REFERENCE MARK 1 IS 73 FEET EAST OF THE POWER POLE, 48 FEET
 OM0728'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 87 FEET EAST OF
 OM0728'THE CENTERLINE OF THE GRAVELED ROAD.  THE MONUMENT IS FLUSH
 OM0728'AND THE DISK IS STAMPED JACKSON NO 1 1953.
 OM0728'
 OM0728'REFERENCE MARK 2 IS 48 FEET NORTH OF THE CENTERLINE OF THE
 OM0728'HIGHWAY, 15 FEET EAST OF THE CENTERLINE OF THE GRAVELED ROAD,
 OM0728'AND 2 FEET SOUTH OF THE POWER POLE.  THE MONUMENT IS 2 INCHES
 OM0728'UNDERGROUND AND THE DISK IS STAMPED JACKSON NO 2 1953.
 OM0728'
 OM0728'REFERENCE MARK 3 IS 40 FEET EAST OF THE CENTERLINE OF COUNTY
 OM0728'RD. G, 2 FEET SOUTHWEST OF A POWER POLE, 110 FEET SOUTH OF
 OM0728'THE CENTERLINE OF A DRIVEWAY, 82 FEET SOUTHWEST OF THE SOUTHWEST
 OM0728'CORNER OF A 2 STORY FRAME HOUSE AND ABOUT 300 FEET NORTH OF
 OM0728'THE INTERSECTION OF RD. G AND HIGHWAY 60.  THE MONUMENT IS
 OM0728'FLUSH AND THE DISK IS STAMPED JACKSON 1953 NO 3 AZ 1974.
 OM0728'
 OM0728'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 OM0728'
 OM0728'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 OM0728'EAST OF JACKSON
 OM0728
 OM0728                          STATION RECOVERY (1994)
 OM0728
 OM0728'RECOVERY NOTE BY US POWER SQUADRON 1994
 OM0728'RECOVERED IN GOOD CONDITION.
 OM0728
 OM0728                          STATION RECOVERY (2002)
 OM0728
 OM0728'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0728'RECOVERED IN GOOD CONDITION.  THE GRAVEL T ROAD IS
 OM0728'THE DRIVEWAY TO RESIDENCES 1590-1602.  THE UTILITY
 OM0728'POLE IS NUMBERED 91-01697 45-4.  IT IS 1 FOOT SOUTH OF
 OM0728'THE WITNESS POST.
 OM0728
 OM0728                          STATION RECOVERY (2006)
 OM0728
 OM0728'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRB)
 OM0728'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO1442 ***********************************************************************
 QO1442  DESIGNATION -  JACKSON
 QO1442  PID         -  QO1442
 QO1442  STATE/COUNTY-  WI/BURNETT
 QO1442  USGS QUAD   -  BIRCH ISLAND LAKE (1982)
 QO1442
 QO1442                         *CURRENT SURVEY CONTROL
 QO1442  ___________________________________________________________________
 QO1442* NAD 83(1991)-  45 58 01.28409(N)    092 13 06.52644(W)     ADJUSTED  
 QO1442* NAVD 88     -       320.     (meters)    1050.     (feet)  SCALED    
 QO1442  ___________________________________________________________________
 QO1442  LAPLACE CORR-          -5.66  (seconds)                    DEFLEC99
 QO1442  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 QO1442
 QO1442  HORZ ORDER  -  THIRD
 QO1442
 QO1442.The horizontal coordinates were established by classical geodetic methods
 QO1442.and adjusted by the National Geodetic Survey in March 1999..
 QO1442
 QO1442.The orthometric height was scaled from a topographic map.
 QO1442
 QO1442.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO1442
 QO1442.The geoid height was determined by GEOID03.
 QO1442
 QO1442;                    North         East     Units Scale Factor Converg.
 QO1442;SPC WI N     -    91,355.799   428,077.895   MT  0.99995146   -1 36 01.2
 QO1442;SPC WI N     -   299,723.15  1,404,452.23   sFT  0.99995146   -1 36 01.2
 QO1442;UTM  15      - 5,090,680.474   560,550.815   MT  0.99964507   +0 33 42.8
 QO1442
 QO1442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1442!SPC WI N     -   0.99995401  x   0.99995146  =   0.99990547
 QO1442!UTM  15      -   0.99995401  x   0.99964507  =   0.99959910
 QO1442
 QO1442:                Primary Azimuth Mark                     Grid Az
 QO1442:SPC WI N     -  JACKSON AZ MK                            002 59 35.9
 QO1442:UTM  15      -  JACKSON AZ MK                            000 49 51.9
 QO1442
 QO1442|---------------------------------------------------------------------|
 QO1442| PID    Reference Object                     Distance      Geod. Az  |
 QO1442|                                                           dddmmss.s |
 QO1442| CJ3640 JACKSON AZ MK                                      0012334.7 |
 QO1442| CJ3641 JACKSON RM 1                         24.260 METERS 07818     |
 QO1442| CJ3642 JACKSON RM 2                         31.908 METERS 15352     |
 QO1442|---------------------------------------------------------------------|
 QO1442
 QO1442                          SUPERSEDED SURVEY CONTROL
 QO1442
 QO1442  NAD 83(1991)-  45 58 01.28030(N)    092 13 06.52315(W) AD(       ) 3
 QO1442  NAD 83(1986)-  45 58 01.27508(N)    092 13 06.51928(W) AD(       ) 3
 QO1442  NAD 27      -  45 58 01.48400(N)    092 13 05.83300(W) AD(       ) 3
 QO1442
 QO1442.Superseded values are not recommended for survey control.
 QO1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1442.See file dsdata.txt to determine how the superseded data were derived.
 QO1442
 QO1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6055190680(NAD 83)
 QO1442_MARKER: DS = TRIANGULATION STATION DISK
 QO1442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO1442_STAMPING: JACKSON 1953
 QO1442
 QO1442  HISTORY     - Date     Condition        Report By
 QO1442  HISTORY     - 1953     MONUMENTED       CGS
 QO1442  HISTORY     - 19930618 MARK NOT FOUND   WI-013
 QO1442
 QO1442                          STATION DESCRIPTION
 QO1442
 QO1442'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 QO1442'STATION IS LOCATED ABOUT 9 MILES SOUTH-SOUTHEAST OF RIVERSIDE,
 QO1442'AND ABOUT 4 MILES EAST OF DANBURY.  IT IS 61 FEET WEST OF THE
 QO1442'APPROXIMATE CENTERLINE OF THE ROAD, AND 5 FEET SOUTHWEST OF A
 QO1442'WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 QO1442'STAMPED JACKSON 1953.
 QO1442'
 QO1442'REFERENCE MARK NO. 1 IS 19 FEET EAST OF THE APPROXIMATE CENTERLINE
 QO1442'OF THE ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 QO1442'JACKSON NO 1 1953.
 QO1442'
 QO1442'REFERENCE MARK NO. 2 IS 15 FEET WEST OF THE APPROXIMATE CENTERLINE
 QO1442'OF THE ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 QO1442'JACKSON NO 2 1953.
 QO1442'
 QO1442'AZIMUTH MARK IS 20-1/2 FEET EAST OF THE APPROXIMATE CENTERLINE
 QO1442'OF THE ROAD, 5 FEET EAST OF THE FENCELINE, AND 1 FOOT WEST
 QO1442'OF A WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 QO1442'STAMPED JACKSON 1953.
 QO1442'
 QO1442'TO REACH FROM THE JUNCTION OF STATE HIGHWAY NO. 77 AND STATE
 QO1442'HIGHWAY NO. 35 IN THE VILLAGE OF DANBURY, GO SOUTH ON STATE
 QO1442'HIGHWAY NO. 35 FOR 4.8 MILE TO THE JUNCTION OF COUNTY ROUTE U.
 QO1442'TURN LEFT ON COUNTY ROUTE U AND GO EAST FOR 1 MILE TO JUNCTION
 QO1442'OF COUNTY ROUTE C.  TURN LEFT AND FOLLOW COUNTY ROUTE C FOR
 QO1442'0.8 MILE TO A SCHOOLHOUSE.  TURN RIGHT AND FOLLOW COUNTY ROUTE
 QO1442'C FOR 4.6 MILE TO A POINT WHERE COUNTY ROUTE C TURNS AFTER A
 QO1442'JOG NORTH.  TURN RIGHT AND GO EAST FOR 2.0 MILE TO A
 QO1442'CROSSROAD.  TURN LEFT AND GO NORTH FOR 0.55 MILE TO STATION ON
 QO1442'LEFT (WEST) SIDE OF ROAD AS DESCRIBED.  CONTINUE NORTH ON
 QO1442'SAND ROAD FOR 0.35 MILE TO AZIMUTH MARK ON RIGHT (EAST) SIDE OF
 QO1442'ROAD.
 QO1442'
 QO1442'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS.
 QO1442
 QO1442                          STATION RECOVERY (1993)
 QO1442
 QO1442'RECOVERY NOTE BY BURNETT COUNTY WISCONSIN 1993 (DRC)
 QO1442'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0498 ***********************************************************************
 QL0498  DESIGNATION -  JACKSON
 QL0498  PID         -  QL0498
 QL0498  STATE/COUNTY-  WI/DOOR
 QL0498  USGS QUAD   -  BAILEYS HARBOR WEST (1982)
 QL0498
 QL0498                         *CURRENT SURVEY CONTROL
 QL0498  ___________________________________________________________________
 QL0498* NAD 83(1991)-  45 01 30.49227(N)    087 14 46.24046(W)     ADJUSTED  
 QL0498* NAVD 88     -       238.     (meters)     781.     (feet)  SCALED    
 QL0498  ___________________________________________________________________
 QL0498  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 QL0498  GEOID HEIGHT-         -37.00  (meters)                     GEOID03
 QL0498
 QL0498  HORZ ORDER  -  THIRD
 QL0498
 QL0498.The horizontal coordinates were established by classical geodetic methods
 QL0498.and adjusted by the National Geodetic Survey in November 1991..
 QL0498
 QL0498.The orthometric height was scaled from a topographic map.
 QL0498
 QL0498.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0498
 QL0498.The geoid height was determined by GEOID03.
 QL0498
 QL0498;                    North         East     Units Scale Factor Converg.
 QL0498;SPC WI C     -   136,111.978   816,981.464   MT  0.99994408   +1 56 34.9
 QL0498;SPC WI C     -   446,560.71  2,680,380.02   sFT  0.99994408   +1 56 34.9
 QL0498;UTM  16      - 4,985,772.254   480,605.901   MT  0.99960462   -0 10 26.9
 QL0498
 QL0498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0498!SPC WI C     -   0.99996849  x   0.99994408  =   0.99991257
 QL0498!UTM  16      -   0.99996849  x   0.99960462  =   0.99957312
 QL0498
 QL0498:                Primary Azimuth Mark                     Grid Az
 QL0498:SPC WI C     -  JACKSON AZ MK                            084 26 28.9
 QL0498:UTM  16      -  JACKSON AZ MK                            086 33 30.7
 QL0498
 QL0498|---------------------------------------------------------------------|
 QL0498| PID    Reference Object                     Distance      Geod. Az  |
 QL0498|                                                           dddmmss.s |
 QL0498| CJ5126 JACKSON AZ MK                                      0862303.8 |
 QL0498| CJ5128 JACKSON RM 2                         23.847 METERS 08709     |
 QL0498| PM0386 WEST JACKSONPORT ZION LUTH CH       APPROX. 3.1 KM 1755726.2 |
 QL0498| CJ5127 JACKSON RM 1                         18.147 METERS 35209     |
 QL0498|---------------------------------------------------------------------|
 QL0498
 QL0498                          SUPERSEDED SURVEY CONTROL
 QL0498
 QL0498  NAD 83(1986)-  45 01 30.48984(N)    087 14 46.23362(W) AD(       ) 3
 QL0498  NAD 27      -  45 01 30.51500(N)    087 14 45.85600(W) AD(       ) 3
 QL0498
 QL0498.Superseded values are not recommended for survey control.
 QL0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0498.See file dsdata.txt to determine how the superseded data were derived.
 QL0498
 QL0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ8060685772(NAD 83)
 QL0498_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QL0498_SETTING: 66 = SET IN ROCK OUTCROP
 QL0498
 QL0498  HISTORY     - Date     Condition        Report By
 QL0498  HISTORY     - 1953     MONUMENTED       CGS
 QL0498  HISTORY     - 1989     GOOD             USPSQD
 QL0498
 QL0498                          STATION DESCRIPTION
 QL0498
 QL0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 QL0498'STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF EGG HARBOR ON COUNTY
 QL0498'HIGHWAY T RIGHT-OF-WAY, 39 FEET WEST OF
 QL0498'A TWIN MAPLE TREE, 34 FEET SOUTH OF THE CENTER OF COUNTY HIGHWAY
 QL0498'T, 3 FEET NORTHEAST OF A WHITE
 QL0498'WITNESS POST AND 2 FEET NORTH OF A FENCE LINE.  THE
 QL0498'MARK IS SET IN A DRILL HOLE IN BEDROCK 18 INCHES
 QL0498'UNDERGROUND AND THE DISK IS STAMPED
 QL0498'JACKSON 1953.
 QL0498'
 QL0498'REFERENCE MARK NO. 1 IS 26 FEET NORTH OF THE CENTER OF COUNTY HIGHWAY
 QL0498'T AND 9 FEET SOUTH OF A FENCE
 QL0498'LINE.  THE MARK IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK AND THE
 QL0498'DISK IS STAMPED JACKSON NO 1 1953.
 QL0498'
 QL0498'REFERENCE MARK NO. 2 IS 38 FEET EAST OF A FENCE CORNER AND TWIN MAPLE
 QL0498'TREES, 35 FEET WEST OF A 10
 QL0498'INCH MAPLE TREE AND 27 FEET SOUTH OF THE CENTER OF COUNTY HIGHWAY T.
 QL0498'THE MARK IS SET IN A DRILL HOLE IN
 QL0498'OUTCROPPING BEDROCK AND THE DISK IS STAMPED JACKSON
 QL0498'NO 2 1953.
 QL0498'
 QL0498'AZIMUTH MARK IS 32 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 9 FEET
 QL0498'WEST OF A FENCE CORNER AND
 QL0498'2 FEET WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 3 INCHES AND
 QL0498'THE DISK IS STAMPED JACKSON 1953.
 QL0498'
 QL0498'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 AND COUNTY
 QL0498'HIGHWAY G IN EGG HARBOR, GO
 QL0498'SOUTH ON STATE HIGHWAY 42 FOR 0.6 MILE TO THE JUNCTION OF STATE
 QL0498'HIGHWAY 42 AND COUNTY HIGHWAY T,
 QL0498'TURN LEFT, EAST, ON COUNTY HIGHWAY T FOR 2.4 MILES TO THE
 QL0498'STATION ON THE RIGHT AS DESCRIBED.
 QL0498'
 QL0498'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON COUNTY HIGHWAY
 QL0498'T FOR .05 MILE TO WHERE THE
 QL0498'HIGHWAY CURVES RIGHT, CONTINUE AHEAD EAST ON A GRAVEL ROAD FOR
 QL0498'0.15 MILE TO THE AZIMUTH MARK ON THE
 QL0498'LEFT AS DESCRIBED.
 QL0498'
 QL0498'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 QL0498
 QL0498                          STATION RECOVERY (1989)
 QL0498
 QL0498'RECOVERY NOTE BY US POWER SQUADRON 1989 (RAS)
 QL0498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF6044 ***********************************************************************
 DF6044  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6044  DESIGNATION -  JACKSON E GPS
 DF6044  PID         -  DF6044
 DF6044  STATE/COUNTY-  WI/WASHINGTON
 DF6044  USGS QUAD   -  FIVE CORNERS (1994)
 DF6044
 DF6044                         *CURRENT SURVEY CONTROL
 DF6044  ___________________________________________________________________
 DF6044* NAD 83(1997)-  43 20 37.91212(N)    088 06 08.21710(W)     ADJUSTED  
 DF6044* NAVD 88     -       257.71   (meters)     845.5    (feet)  GPS OBS   
 DF6044  ___________________________________________________________________
 DF6044  X           -     153,853.245 (meters)                     COMP
 DF6044  Y           -  -4,643,429.805 (meters)                     COMP
 DF6044  Z           -   4,355,515.506 (meters)                     COMP
 DF6044  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 DF6044  ELLIP HEIGHT-         222.80  (meters)          (06/11/03) GPS OBS
 DF6044  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 DF6044
 DF6044  HORZ ORDER  -  FIRST
 DF6044  ELLP ORDER  -  THIRD     CLASS I
 DF6044
 DF6044.The horizontal coordinates were established by GPS observations
 DF6044.and adjusted by the National Geodetic Survey in June 2003..
 DF6044
 DF6044.The orthometric height was determined by GPS observations and a
 DF6044.high-resolution geoid model using precise GPS observation and
 DF6044.processing techniques.
 DF6044
 DF6044.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6044
 DF6044.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6044
 DF6044.The ellipsoidal height was determined by GPS observations
 DF6044.and is referenced to NAD 83.
 DF6044
 DF6044.The geoid height was determined by GEOID03.
 DF6044
 DF6044;                    North         East     Units Scale Factor Converg.
 DF6044;SPC WI S     -   151,041.054   753,852.428   MT  0.99993305   +1 18 14.1
 DF6044;SPC WI S     -   495,540.52  2,473,264.17   sFT  0.99993305   +1 18 14.1
 DF6044;UTM  16      - 4,799,591.429   410,657.082   MT  0.99969819   -0 45 23.9
 DF6044
 DF6044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6044!SPC WI S     -   0.99996506  x   0.99993305  =   0.99989811
 DF6044!UTM  16      -   0.99996506  x   0.99969819  =   0.99966326
 DF6044
 DF6044                          SUPERSEDED SURVEY CONTROL
 DF6044
 DF6044.No superseded survey control is available for this station.
 DF6044
 DF6044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1065799591(NAD 83)
 DF6044_MARKER: DD = SURVEY DISK
 DF6044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6044_STAMPING: JACKSON E GPS 2001
 DF6044_MARK LOGO: WIDT  
 DF6044_PROJECTION: FLUSH
 DF6044_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6044+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2003
 DF6044
 DF6044  HISTORY     - Date     Condition        Report By
 DF6044  HISTORY     - 2000     MONUMENTED       WIDT
 DF6044  HISTORY     - 20031109 GOOD             USPSQD
 DF6044
 DF6044                          STATION DESCRIPTION
 DF6044
 DF6044'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DF6044'THE STATION IS LOCATED ABOUT 11 KM SOUTHEAST OF WEST BEND AND 10 KM
 DF6044'NORTHWEST OF
 DF6044'CEDARBURG.  OWNERSHIP--TOWN OF JACKSON.  TO REACH THE STATION FROM THE
 DF6044'JUNCTION OF US
 DF6044'HIGHWAY 45 WITH STATE HIGHWAY 60 ABOUT 10 KM SOUTH OF THE CITY OF WEST
 DF6044'BEND, GO EAST ON
 DF6044'STATE HIGHWAY 60 FOR 5.2 KM TO COUNTY HIGHWAY G, TURN LEFT AND GO
 DF6044'NORTH ON COUNTY
 DF6044'HIGHWAY G FOR 3.2 KM TO PLEASANT VALLEY ROAD, TURN RIGHT AND GO EAST
 DF6044'ON PLEASANT VALLEY
 DF6044'ROAD FOR 1.6 KM TO CHURCH ROAD, TURN RIGHT AND GO SOUTH ON CHURCH ROAD
 DF6044'FOR 0.9 KM
 DF6044'TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DF6044'DEPARTMENT OF
 DF6044'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF6044'A 41-CM DIAMETER
 DF6044'CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE ROAD
 DF6044'PAVEMENT.  THE
 DF6044'STATION IS 7.9 M EAST OF THE CENTERLINE OF CHURCH ROAD, 42 M NORTHEAST
 DF6044'OF A POWER POLE
 DF6044'--92-01325 40-5--, 33.6 M SOUTHEAST OF A POWER POLE --92-01324 40-5--,
 DF6044'1.6 M NORTHEAST OF THE TOP
 DF6044'CENTER OF THE NORTH END OF A 30-CM DIAMETER CORRUGATED METAL CULVERT
 DF6044'PIPE, 2 M WEST OF
 DF6044'A CULTIVATED FIELD, 0.5 M WEST OF A WHITE PLASTIC WITNESS POST, 1.0 M
 DF6044'NORTH, 1.0 M SOUTH,
 DF6044'AND 1.0 M WEST OF THREE 4X4 ORANGE PLASTIC WITNESS POSTS.
 DF6044'---NOTE---THIS STATION
 DF6044'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DF6044'HORIZON.
 DF6044' 
 DF6044' 
 DF6044' 
 DF6044' 
 DF6044' 
 DF6044' 
 DF6044'
 DF6044
 DF6044                          STATION RECOVERY (2003)
 DF6044
 DF6044'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6163 ***********************************************************************
 AI6163  DESIGNATION -  JACKSON GPS
 AI6163  PID         -  AI6163
 AI6163  STATE/COUNTY-  WI/WASHINGTON
 AI6163  USGS QUAD   -  JACKSON (1994)
 AI6163
 AI6163                         *CURRENT SURVEY CONTROL
 AI6163  ___________________________________________________________________
 AI6163* NAD 83(1997)-  43 18 35.18809(N)    088 11 03.15154(W)     ADJUSTED  
 AI6163* NAVD 88     -       263.435  (meters)     864.29   (feet)  ADJUSTED  
 AI6163  ___________________________________________________________________
 AI6163  X           -     147,296.013 (meters)                     COMP
 AI6163  Y           -  -4,646,246.836 (meters)                     COMP
 AI6163  Z           -   4,352,764.301 (meters)                     COMP
 AI6163  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 AI6163  ELLIP HEIGHT-         228.66  (meters)          (11/17/00) GPS OBS
 AI6163  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 AI6163  DYNAMIC HT  -         263.371 (meters)     864.08  (feet)  COMP
 AI6163  MODELED GRAV-     980,371.1   (mgal)                       NAVD 88
 AI6163
 AI6163  HORZ ORDER  -  FIRST
 AI6163  VERT ORDER  -  SECOND    CLASS I
 AI6163  ELLP ORDER  -  THIRD     CLASS II
 AI6163
 AI6163.The horizontal coordinates were established by GPS observations
 AI6163.and adjusted by the National Geodetic Survey in July 2000..
 AI6163
 AI6163.The orthometric height was determined by differential leveling
 AI6163.and adjusted by the National Geodetic Survey in October 2000..
 AI6163
 AI6163.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6163
 AI6163.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6163
 AI6163.The ellipsoidal height was determined by GPS observations
 AI6163.and is referenced to NAD 83.
 AI6163
 AI6163.The geoid height was determined by GEOID03.
 AI6163
 AI6163.The dynamic height is computed by dividing the NAVD 88
 AI6163.geopotential number by the normal gravity value computed on the
 AI6163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6163.degrees latitude (g = 980.6199 gals.).
 AI6163
 AI6163.The modeled gravity was interpolated from observed gravity values.
 AI6163
 AI6163;                    North         East     Units Scale Factor Converg.
 AI6163;SPC WI S     -   147,106.940   747,294.008   MT  0.99993382   +1 14 51.5
 AI6163;SPC WI S     -   482,633.35  2,451,747.09   sFT  0.99993382   +1 14 51.5
 AI6163;UTM  16      - 4,795,896.481   403,962.991   MT  0.99971345   -0 48 44.5
 AI6163
 AI6163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6163!SPC WI S     -   0.99996414  x   0.99993382  =   0.99989797
 AI6163!UTM  16      -   0.99996414  x   0.99971345  =   0.99967760
 AI6163
 AI6163                          SUPERSEDED SURVEY CONTROL
 AI6163
 AI6163  ELLIP H (07/06/00)  228.66   (m)                       GP(       ) 2 1
 AI6163  NAVD 88 (07/06/00)  263.44   (m)          864.3    (f) LEVELING    3  
 AI6163
 AI6163.Superseded values are not recommended for survey control.
 AI6163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6163.See file dsdata.txt to determine how the superseded data were derived.
 AI6163
 AI6163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0396395896(NAD 83)
 AI6163_MARKER: DD = SURVEY DISK
 AI6163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6163_STAMPING: JACKSON GPS 1999
 AI6163_MARK LOGO: WIDT  
 AI6163_PROJECTION: FLUSH
 AI6163_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6163+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2003
 AI6163
 AI6163  HISTORY     - Date     Condition        Report By
 AI6163  HISTORY     - 1999     MONUMENTED       WIDT
 AI6163  HISTORY     - 20001011 GOOD             WIDT
 AI6163  HISTORY     - 20031109 GOOD             USPSQD
 AI6163
 AI6163                          STATION DESCRIPTION
 AI6163
 AI6163'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6163'THE STATION IS LOCATED ABOUT 12.9 KM (8.00 MI) SOUTH OF WEST BEND AND
 AI6163'1.61 KM (1.00 MI) SOUTH-SOUTHWEST OF JACKSON.  OWNERSHIP--TOWN OF
 AI6163'POLK.  TO REACH THE STATION FROM THE FROM THE JUNCTION OF US HIGHWAY
 AI6163'45 WITH STATE HIGHWAY 60 ABOUT 1.61 KM (1.00 MI) WEST OF THE VILLAGE
 AI6163'OF JACKSON, GO EAST ON STATE HIGHWAY 60 FOR 0.48 KM (0.30 MI) TO
 AI6163'COUNTY HIGHWAY P, TURN RIGHT AND GO SOUTH ON COUNTY HIGHWAY P FOR 1.6
 AI6163'KM (1.00 MI) TO SHERMAN ROAD, TURN RIGHT AND GO WEST ON SHERMAN ROAD
 AI6163'FOR 0.16 KM (0.10 MI) TO THE STATION ON THE LEFT.  THE STATION IS A
 AI6163'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 AI6163'STATION DISK STAMPED --JACKSON GPS 1999-- AND SET IN THE TOP OF A 41
 AI6163'CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT
 AI6163'1.0 M (3.3 FT) BELOW THE ROAD PAVEMENT.  THE STATION IS 13.6 M (44.6
 AI6163'FT) SOUTH OF THE CENTERLINE OF SHERMAN ROAD, 42.5 M (139.4 FT) EAST OF
 AI6163'THE SOUTHEAST CORNER OF THE ABUTMENT OF THE NORTHBOUND US HIGHWAY 45
 AI6163'BRIDGE --B-66-48-84--, 23.1 M (75.8 FT) EAST-SOUTHEAST OF THE
 AI6163'EASTERNMOST WOOD GUARD RAIL POST FOR SHERMAN ROAD, 4.9 M (16.1 FT)
 AI6163'WEST OF THE CENTERLINE OF A FIELD ENTERANCE, 1.7 M (5.6 FT) NORTH OF A
 AI6163'WOOD CORNER POST OF THE HIGHWAY 45 RIGHT-OF-WAY FENCE, AND 1.0 M (3.3
 AI6163'FT) NORTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS
 AI6163'NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 AI6163'HORIZON.
 AI6163
 AI6163                          STATION RECOVERY (2000)
 AI6163
 AI6163'RECOVERY NOTE BY WI DEPT OF TRANSP 2000 (DJH)
 AI6163'RECOVERED AS DESCRIBED.  ---NOTE---THE STATION IS NOW 1.0 M EAST, 1.0
 AI6163'M NORTH, AND 1.0 M WEST OF THREE 4X4 ORANGE PLASTIC WITNESS POSTS.
 AI6163
 AI6163                          STATION RECOVERY (2003)
 AI6163
 AI6163'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6168 ***********************************************************************
 AI6168  DESIGNATION -  JACKSON N GPS
 AI6168  PID         -  AI6168
 AI6168  STATE/COUNTY-  WI/WASHINGTON
 AI6168  USGS QUAD   -  JACKSON (1994)
 AI6168
 AI6168                         *CURRENT SURVEY CONTROL
 AI6168  ___________________________________________________________________
 AI6168* NAD 83(1997)-  43 22 06.61746(N)    088 09 37.93207(W)     ADJUSTED  
 AI6168* NAVD 88     -       287.582  (meters)     943.51   (feet)  ADJUSTED  
 AI6168  ___________________________________________________________________
 AI6168  X           -     149,072.435 (meters)                     COMP
 AI6168  Y           -  -4,641,727.082 (meters)                     COMP
 AI6168  Z           -   4,357,526.599 (meters)                     COMP
 AI6168  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 AI6168  ELLIP HEIGHT-         252.74  (meters)          (11/17/00) GPS OBS
 AI6168  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 AI6168  DYNAMIC HT  -         287.515 (meters)     943.29  (feet)  COMP
 AI6168  MODELED GRAV-     980,379.6   (mgal)                       NAVD 88
 AI6168
 AI6168  HORZ ORDER  -  FIRST
 AI6168  VERT ORDER  -  SECOND    CLASS I
 AI6168  ELLP ORDER  -  THIRD     CLASS II
 AI6168
 AI6168.The horizontal coordinates were established by GPS observations
 AI6168.and adjusted by the National Geodetic Survey in July 2000..
 AI6168
 AI6168.The orthometric height was determined by differential leveling
 AI6168.and adjusted by the National Geodetic Survey in October 2000..
 AI6168
 AI6168.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6168
 AI6168.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6168
 AI6168.The ellipsoidal height was determined by GPS observations
 AI6168.and is referenced to NAD 83.
 AI6168
 AI6168.The geoid height was determined by GEOID03.
 AI6168
 AI6168.The dynamic height is computed by dividing the NAVD 88
 AI6168.geopotential number by the normal gravity value computed on the
 AI6168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6168.degrees latitude (g = 980.6199 gals.).
 AI6168
 AI6168.The modeled gravity was interpolated from observed gravity values.
 AI6168
 AI6168;                    North         East     Units Scale Factor Converg.
 AI6168;SPC WI S     -   153,671.910   749,070.025   MT  0.99993271   +1 15 50.0
 AI6168;SPC WI S     -   504,171.92  2,457,573.91   sFT  0.99993271   +1 15 50.0
 AI6168;UTM  16      - 4,802,391.909   405,973.449   MT  0.99970875   -0 47 49.1
 AI6168
 AI6168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6168!SPC WI S     -   0.99996037  x   0.99993271  =   0.99989308
 AI6168!UTM  16      -   0.99996037  x   0.99970875  =   0.99966913
 AI6168
 AI6168                          SUPERSEDED SURVEY CONTROL
 AI6168
 AI6168  ELLIP H (07/06/00)  252.74   (m)                       GP(       ) 2 1
 AI6168  NAVD 88 (07/06/00)  287.58   (m)          943.5    (f) LEVELING    3  
 AI6168
 AI6168.Superseded values are not recommended for survey control.
 AI6168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6168.See file dsdata.txt to determine how the superseded data were derived.
 AI6168
 AI6168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0597302392(NAD 83)
 AI6168_MARKER: DD = SURVEY DISK
 AI6168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6168_STAMPING: JACKSON N GPS 1999
 AI6168_MARK LOGO: WIDT  
 AI6168_PROJECTION: FLUSH
 AI6168_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6168+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2003
 AI6168
 AI6168  HISTORY     - Date     Condition        Report By
 AI6168  HISTORY     - 1999     MONUMENTED       WIDT
 AI6168  HISTORY     - 20001011 GOOD             WIDT
 AI6168  HISTORY     - 20031109 GOOD             USPSQD
 AI6168
 AI6168                          STATION DESCRIPTION
 AI6168
 AI6168'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6168'THE STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) SOUTH-SOUTHEAST OF WEST
 AI6168'BEND AND 4.8 KM (3.00 MI) NORTH OF JACKSON.  TO REACH THE STATION FROM
 AI6168'THE JUNCTION OF US HIGHWAY 45 WITH STATE HIGHWAY 33 (WASHINGTON
 AI6168'STREET) IN THE CITY OF WEST BEND, GO EAST ON STATE HIGHWAY 33
 AI6168'(WASHINGTON STREET) FOR 3.9 KM (2.40 MI) TO RIVER ROAD, TURN RIGHT AND
 AI6168'GO SOUTH ON RIVER ROAD FOR 1.6 KM (1.00 MI) TO COUNTY HIGHWAY I,
 AI6168'DECORAH ROAD (RIGHT) , AND COUNTY HIGHWAY G (AHEAD) , CONTINUE SOUTH
 AI6168'ON COUNTY HIGHWAY G FOR 6.4 KM (3.95 MI) TO COUNTY HIGHWAY NN, TURN
 AI6168'LEFT AND GO EAST ON COUNTY HIGHWAY NN FOR 50 M (164.0 FT) TO THE
 AI6168'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 AI6168'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED --JACKSON
 AI6168'N GPS-- AND SET IN THE TOP OF A 41 CM (16-INCH) DIAMETER CONCRETE POST
 AI6168'FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 AI6168'STATION IS 148 M (485.6 FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY
 AI6168'NN, 55.6 M (182.4 FT) EAST OF THE CENTERLINE OF JACKSON DRIVE, 30.3 M
 AI6168'(99.4 FT) SOUTH OF POWER POLE --93-05762 45-4--, 22.0 M (72.2 FT)
 AI6168'EAST-SOUTHEAST OF A WOOD POST FOR A --NO PASSING ZONE-- SIGN, 7.8 M
 AI6168'(25.6 FT) WEST OF A METAL POST FOR A --R/W-- SIGN, AND 1.0 M (3.3 FT)
 AI6168'WEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 AI6168'VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 AI6168'HORIZON.
 AI6168
 AI6168                          STATION RECOVERY (2000)
 AI6168
 AI6168'RECOVERY NOTE BY WI DEPT OF TRANSP 2000 (DJH)
 AI6168'THE STATION IS LOCATED ABOUT 6 KM SOUTH-SOUTHEAST OF WEST BEND AND 5
 AI6168'KM NORTH OF JACKSON.  OWNERSHIP--WASHINGTON COUNTY.  TO REACH THE
 AI6168'STATION FROM THE JUNCTION OF US HIGHWAY 45 WITH STATE HIGHWAY 33
 AI6168'(WASHINGTON STREET) IN THE CITY OF WEST BEND, GO EAST ON STATE HIGHWAY
 AI6168'33 (WASHINGTON STREET) FOR 3.9 KM TO RIVER ROAD, TURN RIGHT AND GO
 AI6168'SOUTH ON RIVER ROAD FOR 1.6 KM TO COUNTY HIGHWAY I (DECORAH ROAD) ON
 AI6168'THE RIGHT AND COUNTY HIGHWAY G AHEAD, CONTINUE SOUTH ON COUNTY HIGHWAY
 AI6168'G FOR 6.4 KM TO COUNTY HIGHWAY NN, TURN LEFT AND GO EAST ON COUNTY
 AI6168'HIGHWAY NN FOR 50 M TO THE STATION ON THE RIGHT.  THE STATION IS A
 AI6168'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 AI6168'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A
 AI6168'DEPTH 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 AI6168'14.8 M SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY NN, 55.6 M EAST OF
 AI6168'THE CENTERLINE OF JACKSON DRIVE, 30.3 M SOUTH OF POWER POLE --93-05762
 AI6168'45-4--, 22.0 M EAST-SOUTHEAST OF A WOOD POST FOR A --NO PASSING ZONE--
 AI6168'SIGN, 7.8 M WEST OF A METAL POST FOR A --R/W-- SIGN, 1.0 M WEST OF A
 AI6168'WHITE PLASTIC WITNESS POST, AND 1.0 M EAST, 1.0M WEST, AND 1.0 M SOUTH
 AI6168'OF THREE4X4 ORANGE PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS
 AI6168'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 AI6168'HORIZON.
 AI6168
 AI6168                          STATION RECOVERY (2003)
 AI6168
 AI6168'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5493 ***********************************************************************
 DH5493  DESIGNATION -  JACKSON W GPS
 DH5493  PID         -  DH5493
 DH5493  STATE/COUNTY-  WI/ADAMS
 DH5493  USGS QUAD   -  BROOKS (1979)
 DH5493
 DH5493                         *CURRENT SURVEY CONTROL
 DH5493  ___________________________________________________________________
 DH5493* NAD 83(1997)-  43 46 27.52364(N)    089 42 00.26238(W)     ADJUSTED  
 DH5493* NAVD 88     -                                                        
 DH5493  ___________________________________________________________________
 DH5493  X           -      24,147.954 (meters)                     COMP
 DH5493  Y           -  -4,612,998.040 (meters)                     COMP
 DH5493  Z           -   4,390,211.702 (meters)                     COMP
 DH5493  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 DH5493  ELLIP HEIGHT-         278.47  (meters)          (08/01/05) GPS OBS
 DH5493  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 DH5493
 DH5493  HORZ ORDER  -  FIRST
 DH5493  ELLP ORDER  -  SECOND    CLASS I
 DH5493
 DH5493.The horizontal coordinates were established by GPS observations
 DH5493.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5493
 DH5493
 DH5493.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5493
 DH5493.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5493
 DH5493.The ellipsoidal height was determined by GPS observations
 DH5493.and is referenced to NAD 83.
 DH5493
 DH5493.The geoid height was determined by GEOID03.
 DH5493
 DH5493;                    North         East     Units Scale Factor Converg.
 DH5493;SPC WI S     -   197,155.094   624,145.842   MT  0.99995371   +0 12 21.9
 DH5493;SPC WI S     -   646,833.00  2,047,718.48   sFT  0.99995371   +0 12 21.9
 DH5493;UTM  16      - 4,850,350.223   282,701.610   MT  1.00018082   -1 52 07.3
 DH5493
 DH5493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5493!SPC WI S     -   0.99995634  x   0.99995371  =   0.99991005
 DH5493!UTM  16      -   0.99995634  x   1.00018082  =   1.00013715
 DH5493
 DH5493                          SUPERSEDED SURVEY CONTROL
 DH5493
 DH5493.No superseded survey control is available for this station.
 DH5493
 DH5493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP8270250350(NAD 83)
 DH5493_MARKER: DD = SURVEY DISK
 DH5493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5493_STAMPING: JACKSON W GPS 2004
 DH5493_MARK LOGO: WIDT  
 DH5493_PROJECTION: FLUSH
 DH5493_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5493+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5493
 DH5493  HISTORY     - Date     Condition        Report By
 DH5493  HISTORY     - 2003     MONUMENTED       WIDT
 DH5493
 DH5493                          STATION DESCRIPTION
 DH5493
 DH5493'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5493'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH5493'STATION FROM THE  JUNCTION OF STATE HIGHWAY 82 WITH COUNTY HIGHWAY G
 DH5493'SOUTH ABOUT 4 MI WEST OF THE  VILLAGE OF OXFORD, GO WEST ON STATE
 DH5493'HIGHWAY 82 FOR 2.0 MI TO THE STATION ON THE LEFT.  THE  STATION IS A
 DH5493'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC  SURVEY CONTROL
 DH5493'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT
 DH5493'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 9.4 M SOUTH OF THE
 DH5493'CENTERLINE OF STATE  HIGHWAY 82, 10 M NORTH OF A CULTIVATED FIELD, 2 M
 DH5493'EAST OF THE CENTERLINE OF A FIELD  ENTRANCE, 1.0 M NORTH OF AN  ORANGE
 DH5493'4X4  PLASTIC WITNESS POST, 1.0 M SOUTHWEST OF AN  ORANGE 4X4  PLASTIC
 DH5493'WITNESS POST AND 1.0 M SOUTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS
 DH5493'POST.   ---NOTE---THIS  STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING
 DH5493'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0720 ***********************************************************************
 QM0720  DESIGNATION -  JAEGER
 QM0720  PID         -  QM0720
 QM0720  STATE/COUNTY-  WI/LINCOLN
 QM0720  USGS QUAD   -  PINE DELLS (1982)
 QM0720
 QM0720                         *CURRENT SURVEY CONTROL
 QM0720  ___________________________________________________________________
 QM0720* NAD 83(1991)-  45 08 55.47112(N)    089 34 41.04417(W)     ADJUSTED  
 QM0720* NAVD 88     -       464.     (meters)    1522.     (feet)  SCALED    
 QM0720  ___________________________________________________________________
 QM0720  LAPLACE CORR-          -4.93  (seconds)                    DEFLEC99
 QM0720  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 QM0720
 QM0720  HORZ ORDER  -  FIRST
 QM0720
 QM0720.The horizontal coordinates were established by classical geodetic methods
 QM0720.and adjusted by the National Geodetic Survey in November 1991..
 QM0720
 QM0720.The orthometric height was scaled from a topographic map.
 QM0720
 QM0720.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0720
 QM0720.The geoid height was determined by GEOID03.
 QM0720
 QM0720;                    North         East     Units Scale Factor Converg.
 QM0720;SPC WI C     -   146,254.615   633,180.087   MT  0.99995200   +0 17 51.7
 QM0720;SPC WI C     -   479,837.02  2,077,358.34   sFT  0.99995200   +0 17 51.7
 QM0720;UTM  16      - 5,002,707.488   297,335.491   MT  1.00010505   -1 49 41.9
 QM0720
 QM0720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0720!SPC WI C     -   0.99993254  x   0.99995200  =   0.99988454
 QM0720!UTM  16      -   0.99993254  x   1.00010505  =   1.00003758
 QM0720
 QM0720|---------------------------------------------------------------------|
 QM0720| PID    Reference Object                     Distance      Geod. Az  |
 QM0720|                                                           dddmmss.s |
 QM0720| CJ5131 JAEGER RM 1                         192.235 METERS 17321     |
 QM0720| CJ5129 JAEGER AZ MK                                       2064553.2 |
 QM0720| CJ5130 JAEGER AZ MK 2                                     2123033.7 |
 QM0720| CJ5132 JAEGER RM 2                          47.881 METERS 26834     |
 QM0720| QM0727 MERRILL ANSON GILKEY HURD TANK      APPROX. 8.1 KM 2931943.1 |
 QM0720| QM0728 MERRILL LINCOLN CO CTHSE DOME       APPROX. 9.1 KM 2932342.5 |
 QM0720|---------------------------------------------------------------------|
 QM0720
 QM0720                          SUPERSEDED SURVEY CONTROL
 QM0720
 QM0720  NAD 83(1986)-  45 08 55.47302(N)    089 34 41.04743(W) AD(       ) 1
 QM0720  NAD 27      -  45 08 55.59500(N)    089 34 40.61100(W) AD(       ) 1
 QM0720
 QM0720.Superseded values are not recommended for survey control.
 QM0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0720.See file dsdata.txt to determine how the superseded data were derived.
 QM0720
 QM0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR9733502707(NAD 83)
 QM0720_MARKER: DS = TRIANGULATION STATION DISK
 QM0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0720
 QM0720  HISTORY     - Date     Condition        Report By
 QM0720  HISTORY     - 1934     MONUMENTED       CGS
 QM0720  HISTORY     - 1951     GOOD             USGS
 QM0720  HISTORY     - 1971     GOOD             NGS
 QM0720
 QM0720                          STATION DESCRIPTION
 QM0720
 QM0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QM0720'THIS STATION IS 13 MILES NORTHEAST OF WAUSAU, AND 6 MILES
 QM0720'SOUTHEAST OF MERRILL NEAR THE SOUTH LINE OF SEC. 23, T. 31
 QM0720'N., R. 7 E., ON LAND OWNED AND OCCUPIED BY ROBERT JAEGER.  THE
 QM0720'MARK IS SET IN A STONE FENCE LINE APPROXIMATELY 250 YARDS
 QM0720'NORTHEAST OF THE JAEGER BARN, 150 FEET EAST OF A GAP IN THE STONE
 QM0720'FENCE LINE.  THE MARK IS APPROXIMATELY FLUSH WITH THE TOP
 QM0720'LINE OF THE FENCE.
 QM0720'
 QM0720'TO REACH THE STATION FROM WAUSAU, GO EAST AND NORTH 1.1 MILES
 QM0720'ON STATE HIGHWAY 52 FROM INTERSECTION WITH U.S. HIGHWAY 51,
 QM0720'TO COUNTY HIGHWAY W, GO 12.0 MILES ON COUNTY HIGHWAY W TO
 QM0720'PINE RIVER INN, GO EAST ON GRAVEL ROAD 1.5 MILES TO CROSSROADS,
 QM0720'THENCE EAST 0.5 MILE TO ROAD LEADING NORTH, GO NORTH 0.9 MILE
 QM0720'TO THE JAEGER FARMHOUSE.
 QM0720'
 QM0720'REFERENCE MARK NO. 1 IS 630.69 FEET SOUTH OF THE STATION, 9
 QM0720'FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST LANE, 1 FOOT
 QM0720'SOUTH OF FENCE LINE, 50 YARDS EAST OF BARN.
 QM0720'
 QM0720'REFERENCE MARK NO. 2 IS 157.09 FEET WEST-NORTHWEST OF THE
 QM0720'STATION, ON THE WEST EDGE OF LANE THROUGH GAP IN STONE
 QM0720'FENCE.
 QM0720'
 QM0720'THE AZIMUTH MARK IS SOUTHWEST OF THE STATION, 0.1 MILE EAST
 QM0720'OF CROSSROADS, 0.4 MILE WEST OF ROAD LEADING TO THE JAEGER HOUSE,
 QM0720'21 FEET NORTH OF CENTER LINE OF EAST-WEST ROAD, 1 FOOT SOUTH
 QM0720'OF FENCE LINE, AND PROJECTS 6 INCHES.
 QM0720'
 QM0720'A LIGHT 74 FEET ABOVE MERRILL IS VISIBLE FROM GROUND.
 QM0720'
 QM0720'A LIGHT 87 FEET ABOVE STURM IS VISIBLE FROM GROUND.
 QM0720'
 QM0720'A LIGHT 100 FEET ABOVE SCHMID COMES INTO VIEW AT 13 FEET ABOVE
 QM0720'THIS STATION.
 QM0720'
 QM0720'A LIGHT 87 FEET ABOVE SCHUETT COMES INTO VIEW AT 40 FEET ABOVE
 QM0720'THIS STATION.
 QM0720'
 QM0720'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QM0720'BRONZE DISKS.
 QM0720
 QM0720                          STATION RECOVERY (1951)
 QM0720
 QM0720'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 QM0720'STATION MARK IS IN GOOD CONDITION.  AZIMUTH MARK NOT FOUND.
 QM0720'LOOKED ALL ALONG THE FENCE LINE.  AT ONE PLACE AN ENTRY HAS
 QM0720'BEEN CUT INTO THE FIELD.  IT COULD HAVE DESTROYED THE MARK.
 QM0720
 QM0720                          STATION RECOVERY (1971)
 QM0720
 QM0720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 QM0720'ALL MARKS WERE RECOVER AND FOUND IN GOOD CONDITION.  THE DIRECTION
 QM0720'TO THE REFERENCE MARKS CHECKED.  DUE TO ROCKS, BRUSH AND
 QM0720'CULTIVATED FIELD NO MEASUREMENT COULD BE MADE TO THE REFERENCE
 QM0720'MARKS AND THE 1934 VALUE WAS USED.  THE AZIMUTH MARK WAS IN
 QM0720'THE WAY OF ROAD WORK AND WAS DESTROYED AFTER A NEW AZIMUTH
 QM0720'MARK WAS SET.  A NEW DESCRIPTION FOLLOWS--
 QM0720'
 QM0720'THE STATION IS LOCATED ABOUT 13 MILES NORTHEAST OF WAUSAU, NEAR
 QM0720'THE SOUTH LINE OF SEC. 23, T-31-N, R-7-E, ON THE PROPERTY OF
 QM0720'MR. THEO. JAEGER, ABOUT 500 FEET NORTH OF A BARN, AT THE HIGHEST
 QM0720'POINT OF AND EAST-WEST STONE AND BRUSH FENCE LINE BETWEEN
 QM0720'2 CULTIVATED FIELDS, 2 FEET EAST OF A METAL WITNESS POST, 45 FEET
 QM0720'WEST OF A 12 INCH OAK TREE, 55 FEET EAST OF A TRIPLR TRUNKED
 QM0720'ELM TREE AND 150 FEET EAST OF GAP IN FENCE.  THE MONUMENT
 QM0720'PROJECTS 4 INCHES AND THE DISK IS STAMPED JAEGER 1934.
 QM0720'
 QM0720'REFERENCE MARK 1 IS 1 FOOT SOUTH OF A FENCE, 10 FEET SOUTH OF
 QM0720'THE CENTERLINE OF LANE, 45 FEET EAST OF FENCE CORNER AND 200
 QM0720'FEET EAST OF THE NORTHEAST CORNER OF BARN.  THE MONUMENT PROJECTS
 QM0720'5 INCHES AND THE DISK IS STAMPED JAEGER NO 1 1934.
 QM0720'
 QM0720'REFERENCE MARK 2 IS 7 FEET WEST OF THE CENTER OF THE GAP,
 QM0720'2 FEET NORTHEAST OF A METAL WITNESS POST AND AT THE EAST EDGE
 QM0720'OF ROCK FENCE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK
 QM0720'IS STAMPED JAEGER NO 2 1934.
 QM0720'
 QM0720'THE AZIMUTH MARK IS A STANDARD DISK STAMPED JAEGER 1934 1971
 QM0720'SET IN A DRILL HOLE IN THE TOP OF OUTCROPPING BEDROCK WHICH
 QM0720'PROJECTS ABOUT 3-1/2 FEET ON THE NORTH SIDE, 163 FEET EAST
 QM0720'OF THE CENTERLINE OF GRAVELED ROAD AND 137 FEET NORTH OF A
 QM0720'FENCE AND THE NORTH EDGE OF WOODS.
 QM0720'
 QM0720'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 52 AND
 QM0720'COUNTY RD. W, AT THE NORTHEAST EDGE OF WAUSAU, GO NORTH ON
 QM0720'ROAD W FOR 12.15 MILES TO THE JUNCTION OF COUNTY ROAD P.  TURN
 QM0720'RIGHT AND GO EAST ON ROAD P FOR 1.6 MILES TO A GRAVELED
 QM0720'CROSSROAD.  CONTINUE ON ROAD P FOR 0.5 MILE TO THE INTERSECTION
 QM0720'OF CHESNUT ROAD.  TURN LEFT AND GO NORTH ON CHESNUT ROAD FOR
 QM0720'0.9 MILE TO THE JAEGER FARMHOUSE AND BARN AND THE STATION
 QM0720'AS DESCRIBED.
 QM0720'
 QM0720'THE AZIMUTH MARK IS 0.1 MILE NORTH ALONG THE GRAVELED ROAD
 QM0720'FORM THE CROSSROAD.
 QM0720'
 QM0720'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 QM0720'
 QM0720'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6
 QM0720'MILES SOUTHEAST OF MERRILL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5014 ***********************************************************************
 DH5014  DESIGNATION -  JAMESTOWN GPS
 DH5014  PID         -  DH5014
 DH5014  STATE/COUNTY-  WI/GRANT
 DH5014  USGS QUAD   -  KIELER (1972)
 DH5014
 DH5014                         *CURRENT SURVEY CONTROL
 DH5014  ___________________________________________________________________
 DH5014* NAD 83(1997)-  42 33 44.00482(N)    090 36 40.01717(W)     ADJUSTED  
 DH5014* NAVD 88     -                                                        
 DH5014  ___________________________________________________________________
 DH5014  X           -     -50,184.267 (meters)                     COMP
 DH5014  Y           -  -4,704,897.649 (meters)                     COMP
 DH5014  Z           -   4,291,974.747 (meters)                     COMP
 DH5014  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 DH5014  ELLIP HEIGHT-         246.13  (meters)          (08/01/05) GPS OBS
 DH5014  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 DH5014
 DH5014  HORZ ORDER  -  FIRST
 DH5014  ELLP ORDER  -  SECOND    CLASS I
 DH5014
 DH5014.The horizontal coordinates were established by GPS observations
 DH5014.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5014
 DH5014
 DH5014.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5014
 DH5014.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5014
 DH5014.The ellipsoidal height was determined by GPS observations
 DH5014.and is referenced to NAD 83.
 DH5014
 DH5014.The geoid height was determined by GEOID03.
 DH5014
 DH5014;                    North         East     Units Scale Factor Converg.
 DH5014;SPC WI S     -    62,642.835   549,815.212   MT  1.00003889   -0 25 11.6
 DH5014;SPC WI S     -   205,520.70  1,803,852.07   sFT  1.00003889   -0 25 11.6
 DH5014;UTM  15      - 4,714,968.254   696,095.561   MT  1.00007313   +1 36 58.8
 DH5014
 DH5014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5014!SPC WI S     -   0.99996140  x   1.00003889  =   1.00000029
 DH5014!UTM  15      -   0.99996140  x   1.00007313  =   1.00003453
 DH5014
 DH5014                          SUPERSEDED SURVEY CONTROL
 DH5014
 DH5014.No superseded survey control is available for this station.
 DH5014
 DH5014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9609614968(NAD 83)
 DH5014_MARKER: DD = SURVEY DISK
 DH5014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5014_STAMPING: JAMESTOWN GPS 2004
 DH5014_MARK LOGO: WIDT  
 DH5014_PROJECTION: FLUSH
 DH5014_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5014+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2005
 DH5014
 DH5014  HISTORY     - Date     Condition        Report By
 DH5014  HISTORY     - 2003     MONUMENTED       WIDT
 DH5014  HISTORY     - 20051227 GOOD             WIDT
 DH5014
 DH5014                          STATION DESCRIPTION
 DH5014
 DH5014'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5014'OWNERSHIP--WISCONSIN DEPARTMENTOF TRANSPORTATION.  TO REACH THE
 DH5014'STATION FROM THE  JUNCTION OF US HIGHWAY 61, US HIGHWAY 151 AND STATE
 DH5014'HIGHWAY 35 WITH COUNTY HIGHWAY  HHH (EXIT 5) ABOUT 3 MI SOUTH OF THE
 DH5014'VILLAGE OF DICKEYVILLE, GO SOUTH ON US HIGHWAY 61, US  HIGHWAY 151 AND
 DH5014'STATE HIGHWAY 35 FOR 1.2 MI TO THE STATION ON THE RIGHT.  THE STATION
 DH5014'IS A  BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DH5014'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DH5014'ABOUT LEVEL WITH  THE HIGHWAY PAVEMENT.  THE STATION IS 9.6 M WEST OF
 DH5014'THE CENTERLINE OF THE SOUTHBOUND  LANES FOR US HIGHWAY 61, US HIGHWAY
 DH5014'151 AND STATE HIGHWAY 35, 23  M SOUTH OF THE CENTERLINE OF A PRIVATE
 DH5014'ENTRANCE, 10.1 M SOUTH OF A WOOD POST FOR A --ONE  WAY SIGN--, 2.5 M
 DH5014'WEST OF A GUARDRAIL, 1.0 M WEST OF AN ORANGE 4X4  PLASTIC WITNESS
 DH5014'POST, 1.0 M NORTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS POST AND 1.0 M
 DH5014'SOUTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE THIS STATION
 DH5014'HAS NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE
 DH5014'THE HORIZON.
 DH5014
 DH5014                          STATION RECOVERY (2005)
 DH5014
 DH5014'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5014'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1332 ***********************************************************************
 NH1332  DESIGNATION -  JANE
 NH1332  PID         -  NH1332
 NH1332  STATE/COUNTY-  WI/ROCK
 NH1332  USGS QUAD   -  JANESVILLE WEST (1976)
 NH1332
 NH1332                         *CURRENT SURVEY CONTROL
 NH1332  ___________________________________________________________________
 NH1332* NAD 83(1991)-  42 42 37.28120(N)    089 00 22.90274(W)     ADJUSTED  
 NH1332* NAVD 88     -       269.     (meters)     883.     (feet)  SCALED    
 NH1332  ___________________________________________________________________
 NH1332  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 NH1332  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 NH1332
 NH1332  HORZ ORDER  -  SECOND
 NH1332
 NH1332.The horizontal coordinates were established by classical geodetic methods
 NH1332.and adjusted by the National Geodetic Survey in November 1991..
 NH1332
 NH1332.The orthometric height was scaled from a topographic map.
 NH1332
 NH1332.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1332
 NH1332.The geoid height was determined by GEOID03.
 NH1332
 NH1332;                    North         East     Units Scale Factor Converg.
 NH1332;SPC WI S     -    79,399.652   681,400.203   MT  1.00000471   +0 40 57.8
 NH1332;SPC WI S     -   260,497.02  2,235,560.50   sFT  1.00000471   +0 40 57.8
 NH1332;UTM  16      - 4,730,602.835   335,695.964   MT  0.99993213   -1 21 40.3
 NH1332
 NH1332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1332!SPC WI S     -   0.99996313  x   1.00000471  =   0.99996784
 NH1332!UTM  16      -   0.99996313  x   0.99993213  =   0.99989526
 NH1332
 NH1332|---------------------------------------------------------------------|
 NH1332| PID    Reference Object                     Distance      Geod. Az  |
 NH1332|                                                           dddmmss.s |
 NH1332| CI9804 JANE RM 1                            22.952 METERS 09835     |
 NH1332| CI9803 JANE AZ MK                                         1305338.6 |
 NH1332| NH1334 JANESVILLE ROCK SUGAR CO STK        APPROX. 4.8 KM 1745358.4 |
 NH1332| NH1322 JANESVILLE ST MARYS CH SPIRE        APPROX. 3.0 KM 2030441.4 |
 NH1332| NH1339 JANESVILLE SCH FOR BLIND STACK      APPROX. 5.7 KM 2085832.6 |
 NH1332| NH1324 JANESVILLE PARKER PEN CO STACK      APPROX. 2.0 KM 2433615.6 |
 NH1332| NH1345 WRIT                                APPROX. 4.0 KM 2544401.0 |
 NH1332| NH1327 JANESVILLE RADIO KSB 423 MAST       APPROX. 4.1 KM 2552039.9 |
 NH1332| NH1331 AIRPORT BCN N SIDE APT JANESV        44.650 METERS 28443     |
 NH1332| NH1346 JANESVILLE CO INST AND HOME TK      APPROX. 2.5 KM 3140044.6 |
 NH1332| CI9805 JANE RM 2                            31.585 METERS 34935     |
 NH1332|---------------------------------------------------------------------|
 NH1332
 NH1332                          SUPERSEDED SURVEY CONTROL
 NH1332
 NH1332  NAD 83(1986)-  42 42 37.27594(N)    089 00 22.90759(W) AD(       ) 2
 NH1332  NAD 27      -  42 42 37.24350(N)    089 00 22.50770(W) AD(       ) 2
 NH1332
 NH1332.Superseded values are not recommended for survey control.
 NH1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1332.See file dsdata.txt to determine how the superseded data were derived.
 NH1332
 NH1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3569630603(NAD 83)
 NH1332_MARKER: DS = TRIANGULATION STATION DISK
 NH1332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1332
 NH1332  HISTORY     - Date     Condition        Report By
 NH1332  HISTORY     - 1957     MONUMENTED       CGS
 NH1332  HISTORY     - 1980     MARK NOT FOUND   LOCENG
 NH1332  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH1332
 NH1332                          STATION DESCRIPTION
 NH1332
 NH1332'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1332'THE STATION IS LOCATED ABOUT 1/2 MILE NORTHEAST OF JANESVILLE
 NH1332'AT THE NORTH SIDE AIRPORT.  IT IS 55 FEET NORTHEAST OF THE
 NH1332'SOUTHEAST CORNER OF THE AIRPORT HANGER, 61 FEET SOUTHEAST
 NH1332'OF THE NORTHEAST CORNER OF THE HANGER, 37 FEET NORTH OF
 NH1332'THE NORTH EDGE OF A GRAVELED PARKING AREA, 143 FEET WEST
 NH1332'OF THE CENTERLINE OF AIRPORT ROAD AND 103 FEET WEST OF A
 NH1332'WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK
 NH1332'IS STAMPED JANE 1957.
 NH1332'
 NH1332'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14
 NH1332'AND STATE HIGHWAY 26 ABOUT 1-1/2 MILES NORTH OF JANESVILLE,
 NH1332'GO SOUTH ON HIGHWAY 26 FOR 1.1 MILE TO THE AZIMUTH MARK
 NH1332'ON THE LEFT.  CONTINUE SOUTH ON HIGHWAY 26 FOR 0.2 MILE
 NH1332'TO A PAVED SIDE ROAD RIGHT.  (AIRPORT ROAD).  TURN RIGHT
 NH1332'ON AIRPORT ROAD FOR ABOUT 50 FEET TO WHERE ROAD CURVES TO
 NH1332'THE NORTH.  CONTINUE NORTHERLY ON AIRPORT ROAD FOR 0.3 MILE
 NH1332'TO THE STATION ON THE LEFT.
 NH1332'
 NH1332'REFERENCE MARK 1 IS 5 FEET SOUTH OF A WHITE WITNESS POST,
 NH1332'4 FEET SOUTH OF A POWER POLE, 16 FEET WEST OF A 36 INCH
 NH1332'MAPLE TREE, 42 FEET WEST OF THE CENTERLINE OF AIRPORT ROAD
 NH1332'AND 62 FEET NORTH OF THE CENTERLINE OF A GRAVELED DRIVEWAY.
 NH1332'THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED JANE
 NH1332'NO 1 1957.
 NH1332'
 NH1332'REFERENCE MARK 2 IS 42 FEET NORTHEAST OF THE NORTHEAST CORNER
 NH1332'OF THE AIRPORT HANGER AND 6 FEET EAST OF A WOOD FENCE.  THE
 NH1332'MONUMENT IS FLUSH AND THE DISK IS STAMPED JANE NO 2 1957.
 NH1332'
 NH1332'AZIMUTH MARK IS 32 FEET EAST OF THE CENTERLINE OF THE EAST
 NH1332'LANE OF HIGHWAY 26, 53 FEET SOUTH OF THE CENTERLINE OF THE
 NH1332'GRAVELED DRIVEWAY INTO MILTON LAWNS MEMORIAL PARK, 3 FEET
 NH1332'SOUTH OF A WHITE WITNESS POST AND 2 FEET SOUTHWEST OF A
 NH1332'TELEPHONE POLE.  THE MONUMENT PROJECTS 2 INCHES AND THE
 NH1332'DISK IS STAMPED JANE 1957.
 NH1332'
 NH1332'HEIGHT OF LIGHT ABOVE STATION MARK 25 METERS.
 NH1332
 NH1332                          STATION RECOVERY (1980)
 NH1332
 NH1332'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (NT)
 NH1332'THE AIRPORT HANGER THE MONUMENT WAS TIED TO HAS BEEN MOVED.  THE
 NH1332'AIRPORT IS NOW AN INDUSTRIAL PARK AND AS NEAR AS I CAN TELL THE
 NH1332'MONUMENT AND REFERENCES WERE DESTROYED.
 NH1332'
 NH1332'DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE NORTHEAST OF
 NH1332'JANESVILLE.
 NH1332
 NH1332                          STATION RECOVERY (2001)
 NH1332
 NH1332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1332'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AF9990 ***********************************************************************
 AF9990  DESIGNATION -  JANE
 AF9990  PID         -  AF9990
 AF9990  STATE/COUNTY-  WI/WASHBURN
 AF9990  USGS QUAD   -  TREGO (1982)
 AF9990
 AF9990                         *CURRENT SURVEY CONTROL
 AF9990  ___________________________________________________________________
 AF9990* NAD 83(1997)-  45 53 53.90170(N)    091 49 38.94123(W)     ADJUSTED  
 AF9990* NAVD 88     -       332.3    (meters)    1090.     (feet)  GPS OBS   
 AF9990  ___________________________________________________________________
 AF9990  X           -    -141,804.731 (meters)                     COMP
 AF9990  Y           -  -4,444,393.861 (meters)                     COMP
 AF9990  Z           -   4,557,606.588 (meters)                     COMP
 AF9990  LAPLACE CORR-         -10.11  (seconds)                    DEFLEC99
 AF9990  ELLIP HEIGHT-         303.86  (meters)          (12/26/02) GPS OBS
 AF9990  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 AF9990
 AF9990  HORZ ORDER  -  FIRST
 AF9990  ELLP ORDER  -  THIRD     CLASS II
 AF9990
 AF9990.The horizontal coordinates were established by GPS observations
 AF9990.and adjusted by the National Geodetic Survey in December 2002..
 AF9990
 AF9990.The orthometric height was determined by GPS observations and a
 AF9990.high-resolution geoid model.
 AF9990
 AF9990.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9990
 AF9990.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9990
 AF9990.The ellipsoidal height was determined by GPS observations
 AF9990.and is referenced to NAD 83.
 AF9990
 AF9990.The geoid height was determined by GEOID03.
 AF9990
 AF9990;                    North         East     Units Scale Factor Converg.
 AF9990;SPC WI N     -    82,948.476   458,196.670   MT  0.99995635   -1 19 05.9
 AF9990;SPC WI N     -   272,140.13  1,503,266.91   sFT  0.99995635   -1 19 05.9
 AF9990;UTM  15      - 5,083,417.069   590,956.647   MT  0.99970171   +0 50 31.4
 AF9990
 AF9990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9990!SPC WI N     -   0.99995237  x   0.99995635  =   0.99990872
 AF9990!UTM  15      -   0.99995237  x   0.99970171  =   0.99965409
 AF9990
 AF9990                          SUPERSEDED SURVEY CONTROL
 AF9990
 AF9990  NAD 83(1991)-  45 53 53.90134(N)    091 49 38.93952(W) AD(       ) 1
 AF9990  ELLIP H (04/30/98)  303.88   (m)                       GP(       ) 3 2
 AF9990
 AF9990.Superseded values are not recommended for survey control.
 AF9990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9990.See file dsdata.txt to determine how the superseded data were derived.
 AF9990
 AF9990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL9095783417(NAD 83)
 AF9990_MARKER: DE = TRAVERSE STATION DISK
 AF9990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9990_STAMPING: JANE 1987
 AF9990_MARK LOGO: WIDT  
 AF9990_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9990_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF9990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9990+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AF9990
 AF9990  HISTORY     - Date     Condition        Report By
 AF9990  HISTORY     - 1987     MONUMENTED       WIDT
 AF9990
 AF9990                          STATION DESCRIPTION
 AF9990
 AF9990'DESCRIBED BY WI DEPT OF TRANSP 1987
 AF9990'STATION LIES 50 FEET (15.2 M) EAST OF THE CENTER LINE OF THE
 AF9990'NORTHBOUND LANE OF USH 53 AND ABOUT 300 FEET (91.4 M) SOUTH OF THE
 AF9990'INTERSECTION OF CTH E AT TREGO.  STATION LIES ON BACKSLOPE 13 FEET
 AF9990'(4.0 M) WEST OF RIGHT OF WAY FENCE AND 3 FEET (0.9 M) WEST OF WISDOT
 AF9990'CARBITE SIGN.  VEHICLE CAN BE DRIVEN INTO DITCH FROM HIGHWAY EXCEPT
 AF9990'DURING SNOW COVER WHEN HIGHWAY IS PLOWED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1343 ***********************************************************************
 NH1343  DESIGNATION -  JANESVILLE
 NH1343  PID         -  NH1343
 NH1343  STATE/COUNTY-  WI/ROCK
 NH1343  USGS QUAD   -  JANESVILLE WEST (1976)
 NH1343
 NH1343                         *CURRENT SURVEY CONTROL
 NH1343  ___________________________________________________________________
 NH1343* NAD 83(1991)-  42 39 52.16909(N)    089 02 28.33516(W)     ADJUSTED  
 NH1343* NAVD 88     -       257.     (meters)     843.     (feet)  SCALED    
 NH1343  ___________________________________________________________________
 NH1343  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 NH1343  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 NH1343
 NH1343  HORZ ORDER  -  FIRST
 NH1343
 NH1343.The horizontal coordinates were established by classical geodetic methods
 NH1343.and adjusted by the National Geodetic Survey in November 1991..
 NH1343
 NH1343.The orthometric height was scaled from a topographic map.
 NH1343
 NH1343.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1343
 NH1343.The geoid height was determined by GEOID03.
 NH1343
 NH1343;                    North         East     Units Scale Factor Converg.
 NH1343;SPC WI S     -    74,271.593   678,604.580   MT  1.00001459   +0 39 31.7
 NH1343;SPC WI S     -   243,672.72  2,226,388.53   sFT  1.00001459   +0 39 31.7
 NH1343;UTM  16      - 4,725,578.067   332,719.501   MT  0.99994428   -1 23 01.1
 NH1343
 NH1343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1343!SPC WI S     -   0.99996500  x   1.00001459  =   0.99997959
 NH1343!UTM  16      -   0.99996500  x   0.99994428  =   0.99990929
 NH1343
 NH1343:                Primary Azimuth Mark                     Grid Az
 NH1343:SPC WI S     -  JANESVILLE ST MARYS CH SPIRE             035 06 21.6
 NH1343:UTM  16      -  JANESVILLE ST MARYS CH SPIRE             037 08 54.4
 NH1343
 NH1343|---------------------------------------------------------------------|
 NH1343| PID    Reference Object                     Distance      Geod. Az  |
 NH1343|                                                           dddmmss.s |
 NH1343| NH1322 JANESVILLE ST MARYS CH SPIRE        APPROX. 2.9 KM 0354553.3 |
 NH1343| NH1335 JANESVILLE PARKER PEN CO TANK       APPROX. 2.7 KM 0400311.0 |
 NH1343| NH1333 JANESVILLE ROCK CO CTHSE TWR        APPROX. 2.7 KM 0412703.0 |
 NH1343| NH1336 JANESVILLE ST PATRICKS CATH CH      APPROX. 1.8 KM 0415422.9 |
 NH1343| NH1340 JANESVILLE JEFFERSON SCH DOME       APPROX. 2.8 KM 0464637.3 |
 NH1343| NH1338 JANESVILLE WISC SCH BLIND DOME       90.208 METERS 06448     |
 NH1343| NH1334 JANESVILLE ROCK SUGAR CO STK        APPROX. 3.3 KM 0844345.1 |
 NH1343| NH1326 JANESVILLE GM PARTS CO STK          APPROX. 1.6 KM 0863605.2 |
 NH1343| NH1330 JANESVILLE GM PARTS CORP TANK       APPROX. 1.7 KM 0865034.1 |
 NH1343| NH1357 ROCKFORD PORTAGE AIRWAY BN 1        APPROX.13.6 KM 1765511.6 |
 NH1343| CJ7903 VICTORY PP 1                         38.100 METERS 18742     |
 NH1343| NH1323 JANESVILLE RADIO STA WCLO MAST      APPROX. 0.5 KM 1900921.7 |
 NH1343| CI9806 JANESVILLE AZ MK                                   2413130.9 |
 NH1343| NH1329 JANESVILLE RM 3                      69.693 METERS 24132     |
 NH1343| CI9807 JANESVILLE RM 1                      54.315 METERS 27408     |
 NH1343| CI9809 JANESVILLE RM 4                      46.573 METERS 34754     |
 NH1343| CI9808 JANESVILLE RM 2                      39.929 METERS 35002     |
 NH1343|---------------------------------------------------------------------|
 NH1343
 NH1343                          SUPERSEDED SURVEY CONTROL
 NH1343
 NH1343  NAD 83(1986)-  42 39 52.16445(N)    089 02 28.33915(W) AD(       ) 1
 NH1343  NAD 27      -  42 39 52.13000(N)    089 02 27.93700(W) AD(       ) 1
 NH1343
 NH1343.Superseded values are not recommended for survey control.
 NH1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1343.See file dsdata.txt to determine how the superseded data were derived.
 NH1343
 NH1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3272025578(NAD 83)
 NH1343_MARKER: DS = TRIANGULATION STATION DISK
 NH1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1343
 NH1343  HISTORY     - Date     Condition        Report By
 NH1343  HISTORY     - 1935     MONUMENTED       CGS
 NH1343  HISTORY     - 1957     GOOD             CGS
 NH1343  HISTORY     - 19950930 MARK NOT FOUND   USPSQD
 NH1343  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH1343
 NH1343                          STATION DESCRIPTION
 NH1343
 NH1343'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1343'THIS STATION IS IN THE EXTREME SOUTHWEST PART OF THE CITY
 NH1343'OF JANESVILLE, ON THE SOUTH SIDE OF ROCK RIVER ON THE GROUNDS
 NH1343'OF THE WISCONSIN SCHOOL FOR THE BLIND.  THE MARK IS AT THE
 NH1343'WEST EDGE OF THE LAWN IN A ROW OF TREES, 16 FEET EAST OF
 NH1343'EAST OF CURB OF DRIVE TO BLIND SCHOOL.  125 FEET NORTH-NORTHEAST
 NH1343'OF INTERSECTION OF W. STATE ST. AND S. OAK HILL AVE.  108
 NH1343'FEET NORTH OF NORTH CURB OF W. STATE ST.  137 FEET SOUTHWEST
 NH1343'OF SOUTHWEST CORNER OF TEACHERS HOME.  91 FEET SOUTH-SOUTHWEST
 NH1343'OF FIRE HYDRANT AT NORTH EDGE OF LAWN.  THE MARK IS FLUSH.
 NH1343'
 NH1343'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 NH1343'TABLETS SET IN CONCRETE.
 NH1343'
 NH1343'REFERENCE MARK NO. 1 IS WEST OF THE STATION, 6 INCHES EAST
 NH1343'OF NORTH-SOUTH GARDEN FENCE.  11 FEET SOUTH OF 20-INCH ELM
 NH1343'TREE.  124 FEET SOUTH OF SOUTH SIDE OF BARN.  THE MARK PROJECTS
 NH1343'3 INCHES.
 NH1343'
 NH1343'REFERENCE MARK NO. 2 IS NORTH OF THE STATION, 1 FOOT NORTH
 NH1343'OF SIDEWALK BETWEEN THE BARN AND SERVANTS QUARTERS.  51 FEET
 NH1343'EAST OF SOUTHEAST CORNER OF BARN.  70 FEET WEST-NORTHWEST
 NH1343'OF FIRE HYDRANT.  THE MARK PROJECTS 1 INCH.
 NH1343'
 NH1343'THE AZIMUTH MARK IS WSW OF THE STATION, 12 FEET NORTH OF
 NH1343'FENCE CORNER.  1 FOOT EAST OF NORTH-SOUTH FENCE LINE.  35
 NH1343'FEET NORTH OF CENTERLINE OF GRAVEL ROAD.  ABOUT 200 FEET
 NH1343'EAST OF F. FISHERS HOUSE.  THE MARK PROJECTS 4 INCHES.
 NH1343'
 NH1343'LIGHTS 100 FEET ABOVE STATIONS KREBS AND PLYMOUTH COME INTO
 NH1343'VIEW 77 FEET ABOVE THIS STATION.
 NH1343'
 NH1343'LIGHTS 100 FEET ABOVE STATION CENTRAL ARE VISIBLE FROM THE
 NH1343'GROUND AT THIS STATION.
 NH1343'
 NH1343'LIGHTS 87 FEET ABOVE STATION 566 COME INTO VIEW 64 FEET ABOVE
 NH1343'THIS STATION.
 NH1343'
 NH1343'NO OBJECTS VISIBLE FROM GROUND SUITABLE FOR AZIMUTH.
 NH1343'
 NH1343'HEIGHT OF LIGHT ABOVE STATION MARK - 100 FEET.
 NH1343
 NH1343                          STATION RECOVERY (1957)
 NH1343
 NH1343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1343'THE STATION, AZIMUTH MARK AND REFERENCE MARK 1 WERE RECOVERED
 NH1343'AS DESCRIBED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 2
 NH1343'WAS NOT RECOVERED EVIDENTLY HAVING BEEN DESTROYED WHEN THE
 NH1343'DRIVEWAYS FOR THE SCHOOL FOR THE BLIND WERE PAVED.  A TREE
 NH1343'HAS BEEN TRANSPLANTED DIRECTLY ON LINE BETWEEN REFERENCE MARK
 NH1343'1 AND THE STATION MAKING IT IMPOSSIBLE TO CHECK THE DISTANCE
 NH1343'OR DIRECTION TO THIS MARK.  REFERENCE MARKS 3 AND 4 WERE
 NH1343'ESTABLISHED AT THIS TIME AND REFERENCE MARK 3 WAS OCCUPIED
 NH1343'ECCENTRICALLY AS IT WAS NOT POSSIBLE OR PRACTICAL TO ERECT
 NH1343'A TOWER OVER THE OLD STATION.
 NH1343'
 NH1343'REFERENCE MARK 3 IS IN THE EAST EDGE OF AN APPLE
 NH1343'ORCHARD AND JUST WEST OF THE WIRE FENCE AT THE WEST EDGE
 NH1343'OF THE WISCONSIN SCHOOL FOR THE BLIND PLAYGROUND.  IT IS 89
 NH1343'FEET NORTH OF THE CENTERLINE OF WEST STATE STREET, 20 FEET
 NH1343'WEST OF THE WIRE FENCE AND 22 FEET WEST OF A 24 INCH ELM
 NH1343'TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED JANESVILLE
 NH1343'NO 3 1935.
 NH1343'
 NH1343'REFERENCE MARK 4 IS 108 FEET WEST OF THE NORTHWEST
 NH1343'CORNER OF THE TEACHERS HOME, 22 FEET EAST OF THE CENTERLINE
 NH1343'OF A PAVED DRIVEWAY, 41 FEET NORTH OF THE CENTERLINE OF A
 NH1343'PAVED DRIVEWAY AND 2 FEET EAST OF A POWER LINE POLE.  THE
 NH1343'MONUMENT IS FLUSH AND THE DISK IS STAMPED JANESVILLE NO 4 1935.
 NH1343'
 NH1343'THE AZIMUTH MARK IS 41 FEET NORTH OF THE CENTERLINE OF WEST
 NH1343'STATE STREET, 35 FEET EAST OF THE CENTERLINE OF SOUTH WILLARD
 NH1343'AVENUE, 20 FEET SOUTH OF A BOX ELDER TREE WITH FOUR TRUNKS
 NH1343'AND 2 FEET SOUTHEAST OF A WHITE WITNESS POST.  THE MONUMENT
 NH1343'PROJECTS 6 INCHES AND THE DISK IS STAMPED JANESVILLE 1935
 NH1343'AZIMUTH.
 NH1343'
 NH1343'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON WEST
 NH1343'STATE STREET FOR 0.35 MILE TO SOUTH WILLARD AVENUE AND THE
 NH1343'MARK ON THE RIGHT AS DESCRIBED.
 NH1343
 NH1343                          STATION RECOVERY (1995)
 NH1343
 NH1343'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1343'MARK NOT FOUND.
 NH1343
 NH1343                          STATION RECOVERY (2001)
 NH1343
 NH1343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1343'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1325 ***********************************************************************
 NH1325  DESIGNATION -  JANESVILLE BLODGETT MILLS TANK
 NH1325  PID         -  NH1325
 NH1325  STATE/COUNTY-  WI/ROCK
 NH1325  USGS QUAD   -  JANESVILLE WEST (1976)
 NH1325
 NH1325                         *CURRENT SURVEY CONTROL
 NH1325  ___________________________________________________________________
 NH1325* NAD 83(1991)-  42 41 00.96255(N)    089 01 31.28237(W)     ADJUSTED  
 NH1325* NAVD 88     -                                                        
 NH1325  ___________________________________________________________________
 NH1325  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 NH1325  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 NH1325
 NH1325  HORZ ORDER  -  THIRD
 NH1325
 NH1325.The horizontal coordinates were established by classical geodetic methods
 NH1325.and adjusted by the National Geodetic Survey in November 1991..
 NH1325
 NH1325
 NH1325.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1325
 NH1325.The geoid height was determined by GEOID03.
 NH1325
 NH1325;                    North         East     Units Scale Factor Converg.
 NH1325;SPC WI S     -    76,409.320   679,878.970   MT  1.00001040   +0 40 10.9
 NH1325;SPC WI S     -   250,686.24  2,230,569.59   sFT  1.00001040   +0 40 10.9
 NH1325;UTM  16      - 4,727,668.860   334,069.186   MT  0.99993875   -1 22 24.2
 NH1325
 NH1325                          SUPERSEDED SURVEY CONTROL
 NH1325
 NH1325  NAD 83(1986)-  42 41 00.95761(N)    089 01 31.28683(W) AD(       ) 4
 NH1325  NAD 27      -  42 41 00.92600(N)    089 01 30.88300(W) AD(       ) 3
 NH1325
 NH1325.Superseded values are not recommended for survey control.
 NH1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1325.See file dsdata.txt to determine how the superseded data were derived.
 NH1325
 NH1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3406927669(NAD 83)
 NH1325_MARKER: 51 = TANK
 NH1325
 NH1325  HISTORY     - Date     Condition        Report By
 NH1325  HISTORY     - 1957     FIRST OBSERVED   CGS
 NH1325  HISTORY     - 19960428 MARK NOT FOUND   USPSQD
 NH1325
 NH1325                          STATION DESCRIPTION
 NH1325
 NH1325'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9817 ***********************************************************************
 DF9817  DESIGNATION -  JANESVILLE C GPS
 DF9817  PID         -  DF9817
 DF9817  STATE/COUNTY-  WI/ROCK
 DF9817  USGS QUAD   -  JANESVILLE WEST (1976)
 DF9817
 DF9817                         *CURRENT SURVEY CONTROL
 DF9817  ___________________________________________________________________
 DF9817* NAD 83(1997)-  42 43 48.18611(N)    089 04 07.30085(W)     ADJUSTED  
 DF9817* NAVD 88     -       254.976  (meters)     836.53   (feet)  ADJUSTED  
 DF9817  ___________________________________________________________________
 DF9817  X           -      76,270.414 (meters)                     COMP
 DF9817  Y           -  -4,691,896.262 (meters)                     COMP
 DF9817  Z           -   4,305,671.417 (meters)                     COMP
 DF9817  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 DF9817  ELLIP HEIGHT-         221.09  (meters)          (04/02/04) GPS OBS
 DF9817  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 DF9817  DYNAMIC HT  -         254.904 (meters)     836.30  (feet)  COMP
 DF9817  MODELED GRAV-     980,328.8   (mgal)                       NAVD 88
 DF9817
 DF9817  HORZ ORDER  -  FIRST
 DF9817  VERT ORDER  -  SECOND    CLASS I
 DF9817  ELLP ORDER  -  FOURTH    CLASS I
 DF9817
 DF9817.The horizontal coordinates were established by GPS observations
 DF9817.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DF9817
 DF9817.The orthometric height was determined by differential leveling
 DF9817.and adjusted by the National Geodetic Survey in February 2004..
 DF9817
 DF9817.Photographs are available for this station.
 DF9817
 DF9817.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9817
 DF9817.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9817
 DF9817.The ellipsoidal height was determined by GPS observations
 DF9817.and is referenced to NAD 83.
 DF9817
 DF9817.The geoid height was determined by GEOID03.
 DF9817
 DF9817.The dynamic height is computed by dividing the NAVD 88
 DF9817.geopotential number by the normal gravity value computed on the
 DF9817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9817.degrees latitude (g = 980.6199 gals.).
 DF9817
 DF9817.The modeled gravity was interpolated from observed gravity values.
 DF9817
 DF9817;                    North         East     Units Scale Factor Converg.
 DF9817;SPC WI S     -    81,528.536   676,269.598   MT  1.00000066   +0 38 23.7
 DF9817;SPC WI S     -   267,481.54  2,218,727.84   sFT  1.00000066   +0 38 23.7
 DF9817;UTM  16      - 4,732,913.213   330,644.856   MT  0.99995287   -1 24 14.5
 DF9817
 DF9817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9817!SPC WI S     -   0.99996533  x   1.00000066  =   0.99996599
 DF9817!UTM  16      -   0.99996533  x   0.99995287  =   0.99991820
 DF9817
 DF9817                          SUPERSEDED SURVEY CONTROL
 DF9817
 DF9817  NAVD 88 (04/02/04)  254.98   (m)          836.5    (f) LEVELING    3  
 DF9817
 DF9817.Superseded values are not recommended for survey control.
 DF9817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9817.See file dsdata.txt to determine how the superseded data were derived.
 DF9817
 DF9817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3064532913(NAD 83)
 DF9817_MARKER: DD = SURVEY DISK
 DF9817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9817_STAMPING: JANESVILLE C GPS 2002
 DF9817_MARK LOGO: WIDT  
 DF9817_PROJECTION: FLUSH
 DF9817_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9817+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2004
 DF9817
 DF9817  HISTORY     - Date     Condition        Report By
 DF9817  HISTORY     - 2001     MONUMENTED       WIDT
 DF9817  HISTORY     - 20040411 GOOD             USPSQD
 DF9817
 DF9817                          STATION DESCRIPTION
 DF9817
 DF9817'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9817'THE STATION IS LOCATED ABOUT 12 KM SOUTH OF EDGERTON, 11 KM SOUTHWEST
 DF9817'OF MILTON, AND 6 KM NORTHWEST OF JANESVILLE.  OWNERSHIP--WISCONSIN
 DF9817'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 DF9817'OF US HIGHWAY 14 WITH US HIGHWAY 51 ABOUT 3 KM WEST OF THE CITY OF
 DF9817'JANESVILLE, GO WEST ON US HIGHWAY 14 FOR 2.8 KM TO COUNTY HIGHWAY E
 DF9817'ON THE LEFT, CONTINUE WEST ON US HIGHWAY 14 FOR 0.1 KM TO THE STATION
 DF9817'ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9817'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN TOP OF A
 DF9817'41-CM CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE
 DF9817'HIGHWAY PAVEMENT.  THE STATION IS 9.6 M SOUTH OF THE CENTERLINE OF US
 DF9817'HIGHWAY 14, 37.5 M WEST OF A WOOD POST FOR A --HOSPITAL RIGHT-- SIGN,
 DF9817'28.5 M EAST OF A WOOD POST FOR A --ADOPT A HIGHWAY SPONSOR-- SIGN,
 DF9817'AND 2 M NORTH OF A CULTIVATED FIELD.  ---NOTE---THE STATION IS EAST,
 DF9817'WEST AND SOUTH OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DF9817'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9817'THAN 15 DEGREES ABOVE THE HORIZON.
 DF9817
 DF9817                          STATION RECOVERY (2004)
 DF9817
 DF9817'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9817'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1346 ***********************************************************************
 NH1346  DESIGNATION -  JANESVILLE CO INST AND HOME TK
 NH1346  PID         -  NH1346
 NH1346  STATE/COUNTY-  WI/ROCK
 NH1346  USGS QUAD   -  JANESVILLE WEST (1976)
 NH1346
 NH1346                         *CURRENT SURVEY CONTROL
 NH1346  ___________________________________________________________________
 NH1346* NAD 83(1991)-  42 43 33.70691(N)    089 01 42.13068(W)     ADJUSTED  
 NH1346* NAVD 88     -                                                        
 NH1346  ___________________________________________________________________
 NH1346  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 NH1346  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 NH1346
 NH1346  HORZ ORDER  -  THIRD
 NH1346
 NH1346.The horizontal coordinates were established by classical geodetic methods
 NH1346.and adjusted by the National Geodetic Survey in November 1991..
 NH1346
 NH1346
 NH1346.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1346
 NH1346.The geoid height was determined by GEOID03.
 NH1346
 NH1346;                    North         East     Units Scale Factor Converg.
 NH1346;SPC WI S     -    81,119.454   679,577.092   MT  1.00000148   +0 40 03.4
 NH1346;SPC WI S     -   266,139.41  2,229,579.18   sFT  1.00000148   +0 40 03.4
 NH1346;UTM  16      - 4,732,386.448   333,935.473   MT  0.99993929   -1 22 35.6
 NH1346
 NH1346                          SUPERSEDED SURVEY CONTROL
 NH1346
 NH1346  NAD 83(1986)-  42 43 33.70138(N)    089 01 42.13517(W) AD(       ) 4
 NH1346  NAD 27      -  42 43 33.66700(N)    089 01 41.73300(W) AD(       ) 3
 NH1346
 NH1346.Superseded values are not recommended for survey control.
 NH1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1346.See file dsdata.txt to determine how the superseded data were derived.
 NH1346
 NH1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3393532386(NAD 83)
 NH1346_MARKER: 53 = ELEVATED TANK
 NH1346
 NH1346  HISTORY     - Date     Condition        Report By
 NH1346  HISTORY     - 1957     FIRST OBSERVED   CGS
 NH1346  HISTORY     - 19960428 MARK NOT FOUND   USPSQD
 NH1346  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH1346
 NH1346                          STATION DESCRIPTION
 NH1346
 NH1346'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1346'THE STATION IS THE BALL AT THE TOP OF THE WATER TANK.  THE TANK
 NH1346'IS PAINTED SILVER WITH THE LEGEND ROCK COUNTY INSTITUTION
 NH1346'AND HOME PAINTED IN BLACK ON THE WEST SIDE OF THE TANK.  THE
 NH1346'TANK IS A FOUR LEGGED STEEL STRUCTURE WITH AN OVERALL HEIGHT
 NH1346'OF 90 FEET.
 NH1346'
 NH1346'IT IS LOCATED IN THE NORTH EDGE OF JANESVILLE ON THE GROUNDS
 NH1346'OF THE ROCK COUNTY INSTITUTION AND HOME.
 NH1346
 NH1346                          STATION RECOVERY (1996)
 NH1346
 NH1346'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1346'MARK NOT FOUND.
 NH1346
 NH1346                          STATION RECOVERY (2001)
 NH1346
 NH1346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1346'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4887 ***********************************************************************
 DG4887  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4887  DESIGNATION -  JANESVILLE E GPS
 DG4887  PID         -  DG4887
 DG4887  STATE/COUNTY-  WI/ROCK
 DG4887  USGS QUAD   -  JANESVILLE WEST (1976)
 DG4887
 DG4887                         *CURRENT SURVEY CONTROL
 DG4887  ___________________________________________________________________
 DG4887* NAD 83(1997)-  42 41 37.54121(N)    089 01 42.30118(W)     ADJUSTED  
 DG4887* NAVD 88     -       245.23   (meters)     804.6    (feet)  GPS OBS   
 DG4887  ___________________________________________________________________
 DG4887  X           -      79,614.944 (meters)                     COMP
 DG4887  Y           -  -4,694,568.594 (meters)                     COMP
 DG4887  Z           -   4,302,702.585 (meters)                     COMP
 DG4887  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 DG4887  ELLIP HEIGHT-         211.39  (meters)          (04/02/04) GPS OBS
 DG4887  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 DG4887
 DG4887  HORZ ORDER  -  FIRST
 DG4887  ELLP ORDER  -  FOURTH    CLASS I
 DG4887
 DG4887.The horizontal coordinates were established by GPS observations
 DG4887.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4887
 DG4887.The orthometric height was determined by GPS observations and a
 DG4887.high-resolution geoid model using precise GPS observation and
 DG4887.processing techniques.
 DG4887
 DG4887.Photographs are available for this station.
 DG4887
 DG4887.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4887
 DG4887.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4887
 DG4887.The ellipsoidal height was determined by GPS observations
 DG4887.and is referenced to NAD 83.
 DG4887
 DG4887.The geoid height was determined by GEOID03.
 DG4887
 DG4887;                    North         East     Units Scale Factor Converg.
 DG4887;SPC WI S     -    77,535.049   679,614.978   MT  1.00000821   +0 40 03.3
 DG4887;SPC WI S     -   254,379.57  2,229,703.47   sFT  1.00000821   +0 40 03.3
 DG4887;UTM  16      - 4,728,803.207   333,845.513   MT  0.99993966   -1 22 32.7
 DG4887
 DG4887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4887!SPC WI S     -   0.99996685  x   1.00000821  =   0.99997506
 DG4887!UTM  16      -   0.99996685  x   0.99993966  =   0.99990651
 DG4887
 DG4887                          SUPERSEDED SURVEY CONTROL
 DG4887
 DG4887.No superseded survey control is available for this station.
 DG4887
 DG4887_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3384628803(NAD 83)
 DG4887_MARKER: DD = SURVEY DISK
 DG4887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4887_STAMPING: JANESVILLE E GPS 2002
 DG4887_MARK LOGO: WIDT  
 DG4887_PROJECTION: FLUSH
 DG4887_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4887_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4887+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4887
 DG4887  HISTORY     - Date     Condition        Report By
 DG4887  HISTORY     - 2001     MONUMENTED       WIDT
 DG4887
 DG4887                          STATION DESCRIPTION
 DG4887
 DG4887'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4887'THE STATION IS LOCATED ABOUT 16 KM SOUTH OF EDGERTON AND 2 KM NORTH OF
 DG4887'JANESVILLE.  OWNERSHIP--CITY OF JANESVILLE.  TO REACH THE STATION FROM
 DG4887'THE JUNCTION OF US HIGHWAY 51 WITH STATE HIGHWAY 26 IN THE CITY OF
 DG4887'JANESVILLE,  GO NORTH ON US HIGHWAY 51 FOR 0.7 KM TO THE EXIT FOR EAST
 DG4887'MEMORIAL DRIVE, EXIT RIGHT AND GO NORTHEAST ON THE EAST MEMORIAL DRIVE
 DG4887'ON-RAMP FOR 0.2 KM TO EAST MEMORIAL DRIVE AND THE STATION ON THE LEFT.
 DG4887'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DG4887'GEODETIC SURVEY CONTROL STATION DISK SET IN TOP OF A 41-CM CONCRETE
 DG4887'POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT.
 DG4887'THE STATION IS 12.7 M SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES
 DG4887'OF EAST MEMORIAL DRIVE, 34.0 M WEST OF THE CENTERLINE OF AN ON-RAMP
 DG4887'FOR MEMORIAL DRIVE, 19.2 M EAST OF THE CENTERLINE OF THE OFF-RAMP FOR
 DG4887'MEMORIAL DRIVE, 15.4 M SOUTHEAST OF A METAL POST FOR A --LANE
 DG4887'DIVIDES-- SIGN, AND 11.9 M WEST-SOUTHWEST OF A METAL POST FOR A
 DG4887'--TRAFFIC MERGES FROM RIGHT-- SIGN.  ---NOTE---THIS STATION HAS NO
 DG4887'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE
 DG4887'HORIZON EXCEPT FOR TELEPHONE POLES TO THE EAST EXTENDING TO 30
 DG4887'DEGREES.
 DG4887' 
 DG4887'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1326 ***********************************************************************
 NH1326  DESIGNATION -  JANESVILLE GM PARTS CO STK
 NH1326  PID         -  NH1326
 NH1326  STATE/COUNTY-  WI/ROCK
 NH1326  USGS QUAD   -  JANESVILLE WEST (1976)
 NH1326
 NH1326                         *CURRENT SURVEY CONTROL
 NH1326  ___________________________________________________________________
 NH1326* NAD 83(1991)-  42 39 55.15993(N)    089 01 19.96367(W)     ADJUSTED  
 NH1326* NAVD 88     -                                                        
 NH1326  ___________________________________________________________________
 NH1326  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 NH1326  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 NH1326
 NH1326  HORZ ORDER  -  THIRD
 NH1326
 NH1326.The horizontal coordinates were established by classical geodetic methods
 NH1326.and adjusted by the National Geodetic Survey in November 1991..
 NH1326
 NH1326
 NH1326.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1326
 NH1326.The geoid height was determined by GEOID03.
 NH1326
 NH1326;                    North         East     Units Scale Factor Converg.
 NH1326;SPC WI S     -    74,381.957   680,160.448   MT  1.00001441   +0 40 18.6
 NH1326;SPC WI S     -   244,034.80  2,231,493.07   sFT  1.00001441   +0 40 18.6
 NH1326;UTM  16      - 4,725,632.904   334,278.199   MT  0.99993789   -1 22 14.9
 NH1326
 NH1326                          SUPERSEDED SURVEY CONTROL
 NH1326
 NH1326  NAD 83(1986)-  42 39 55.15531(N)    089 01 19.96809(W) AD(       ) 4
 NH1326  NAD 27      -  42 39 55.12100(N)    089 01 19.57100(W) AD(       ) 3
 NH1326
 NH1326.Superseded values are not recommended for survey control.
 NH1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1326.See file dsdata.txt to determine how the superseded data were derived.
 NH1326
 NH1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3427825633(NAD 83)
 NH1326_MARKER: 63 = STACK
 NH1326
 NH1326  HISTORY     - Date     Condition        Report By
 NH1326  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1326  HISTORY     - 1957     GOOD             CGS
 NH1326  HISTORY     - 19960428 GOOD             USPSQD
 NH1326  HISTORY     - 20010331 GOOD             NGS
 NH1326
 NH1326                          STATION DESCRIPTION
 NH1326
 NH1326'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1326'THIS STATION IS THE STACK AT THE SOUTHWEST CORNER OF THE
 NH1326'YELLOW BRICK POWERHOUSE OF THE GENERAL MOTORS PARTS CORPORATION
 NH1326'IN THE SOUTHERN PART OF THE TOWN OF JANESVILLE, WISCONSIN.
 NH1326'THE STACK IS ABOUT 0.15 MILE SOUTH OF W. EASTERN AVENUE AND
 NH1326'ABOUT 340 FEET WEST OF INDUSTRIAL AVENUE.  THE STACK WAS
 NH1326'ERECTED IN 1916 AND IS QUITE PROMINENT.
 NH1326'
 NH1326'THE STACK IS A YELLOW TILE STRUCTURE ABOUT 16 FEET IN DIAMETER
 NH1326'AT THE BASE, ABOUT 12 FEET IN DIAMETER AT THE TOP AND ABOUT
 NH1326'185 FEET HIGH.  IT HAS THE WORD CHEVROLET PAINTED VERTICALLY
 NH1326'IN BLACK LETTERS ON THE NORTH AND SOUTH SIDES.
 NH1326
 NH1326                          STATION RECOVERY (1957)
 NH1326
 NH1326'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1326'THE STATION WAS RECOVERED AS DESCRIBED AND THE DESCRIPTION
 NH1326'IS ADEQUATE.
 NH1326'
 NH1326'THE STATION WAS RECOVERED AS DESCRIBED AND THE DESCRIPTION
 NH1326'IS ADEQUATE.
 NH1326
 NH1326                          STATION RECOVERY (1996)
 NH1326
 NH1326'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1326'RECOVERED IN GOOD CONDITION.
 NH1326
 NH1326                          STATION RECOVERY (2001)
 NH1326
 NH1326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1326'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1330 ***********************************************************************
 NH1330  DESIGNATION -  JANESVILLE GM PARTS CORP TANK
 NH1330  PID         -  NH1330
 NH1330  STATE/COUNTY-  WI/ROCK
 NH1330  USGS QUAD   -  JANESVILLE WEST (1976)
 NH1330
 NH1330                         *CURRENT SURVEY CONTROL
 NH1330  ___________________________________________________________________
 NH1330* NAD 83(1991)-  42 39 55.11601(N)    089 01 15.78647(W)     ADJUSTED  
 NH1330* NAVD 88     -                                                        
 NH1330  ___________________________________________________________________
 NH1330  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 NH1330  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 NH1330
 NH1330  HORZ ORDER  -  THIRD
 NH1330
 NH1330.The horizontal coordinates were established by classical geodetic methods
 NH1330.and adjusted by the National Geodetic Survey in November 1991..
 NH1330
 NH1330
 NH1330.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1330
 NH1330.The geoid height was determined by GEOID03.
 NH1330
 NH1330;                    North         East     Units Scale Factor Converg.
 NH1330;SPC WI S     -    74,381.718   680,255.585   MT  1.00001441   +0 40 21.5
 NH1330;SPC WI S     -   244,034.02  2,231,805.20   sFT  1.00001441   +0 40 21.5
 NH1330;UTM  16      - 4,725,629.274   334,373.260   MT  0.99993751   -1 22 12.0
 NH1330
 NH1330                          SUPERSEDED SURVEY CONTROL
 NH1330
 NH1330  NAD 83(1986)-  42 39 55.11138(N)    089 01 15.79087(W) AD(       ) 4
 NH1330  NAD 27      -  42 39 55.07500(N)    089 01 15.38900(W) AD(       ) 3
 NH1330
 NH1330.Superseded values are not recommended for survey control.
 NH1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1330.See file dsdata.txt to determine how the superseded data were derived.
 NH1330
 NH1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3437325629(NAD 83)
 NH1330_MARKER: 53 = ELEVATED TANK
 NH1330
 NH1330  HISTORY     - Date     Condition        Report By
 NH1330  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1330  HISTORY     - 1957     GOOD             CGS
 NH1330  HISTORY     - 19960428 MARK NOT FOUND   USPSQD
 NH1330  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH1330
 NH1330                          STATION DESCRIPTION
 NH1330
 NH1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1330'THIS STATION IS THE TALL SLIM SILVER TANK AT THE GENERAL
 NH1330'MOTORS PARTS CORP., IN THE SOUTHERN PART OF THE TOWN OF
 NH1330'JANESVILLE, WISCONSIN.  IT IS LOCATED ABOUT 0.1 MILE SOUTH OF
 NH1330'W. EASTERN AVENUE AND ABOUT 270 FEET WEST OF THE CENTERLINE
 NH1330'OF INDUSTRIAL AVENUE.  THE TANK WAS ERECTED IN 1924.  IT IS
 NH1330'QUITE PROMINENT.
 NH1330'
 NH1330'THE TANK HAS FOUR TRUSSWORK LEGS ABOUT 120 FEET HIGH.  THE
 NH1330'OVAL SECTION EXTENDS DOWNWARD ABOUT 15 FEET.  THE VERTICAL
 NH1330'SECTION IS ABOUT 30 FEET HIGH AND HAS A CATWALK AND RAIL
 NH1330'AROUND ITS BASE.  THERE IS A BOARD, CUT IN THE SHAPE OF THE
 NH1330'CHEVROLET TRADEMARK, AND LETTERED CHEVROLET, FASTENED TO
 NH1330'THE NORTH SIDE OF THE VERTICAL SECTION.  THE STEEP CONICAL
 NH1330'ROOF HAS A BALL AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT 150
 NH1330'FEET.
 NH1330
 NH1330                          STATION RECOVERY (1957)
 NH1330
 NH1330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1330'THE STATION WAS RECOVERED AS DESCRIBED AND THE DESCRIPTION
 NH1330'IS ADEQUATE.
 NH1330
 NH1330                          STATION RECOVERY (1996)
 NH1330
 NH1330'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1330'MARK NOT FOUND.
 NH1330
 NH1330                          STATION RECOVERY (2001)
 NH1330
 NH1330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1330'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1656 ***********************************************************************
 NH1656  FBN         -  This is a Federal Base Network Control Station.
 NH1656  DESIGNATION -  JANESVILLE GPS
 NH1656  PID         -  NH1656
 NH1656  STATE/COUNTY-  WI/ROCK
 NH1656  USGS QUAD   -  SHOPIERE (1976)
 NH1656
 NH1656                         *CURRENT SURVEY CONTROL
 NH1656  ___________________________________________________________________
 NH1656* NAD 83(1997)-  42 36 17.11837(N)    088 58 54.12961(W)     ADJUSTED  
 NH1656* NAVD 88     -       255.650  (meters)     838.75   (feet)  ADJUSTED  
 NH1656  ___________________________________________________________________
 NH1656  X           -      83,561.677 (meters)                     COMP
 NH1656  Y           -  -4,701,207.785 (meters)                     COMP
 NH1656  Z           -   4,295,437.166 (meters)                     COMP
 NH1656  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 NH1656  ELLIP HEIGHT-         221.90  (meters)          (04/28/99) GPS OBS
 NH1656  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 NH1656  DYNAMIC HT  -         255.574 (meters)     838.50  (feet)  COMP
 NH1656  MODELED GRAV-     980,319.4   (mgal)                       NAVD 88
 NH1656
 NH1656  HORZ ORDER  -  A
 NH1656  VERT ORDER  -  SECOND    CLASS I
 NH1656  ELLP ORDER  -  THIRD     CLASS I
 NH1656
 NH1656.The horizontal coordinates were established by GPS observations
 NH1656.and adjusted by the National Geodetic Survey in April 1999..
 NH1656
 NH1656.The orthometric height was determined by differential leveling
 NH1656.and adjusted by the National Geodetic Survey in February 2004..
 NH1656
 NH1656.Photographs are available for this station.
 NH1656
 NH1656.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1656
 NH1656.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1656
 NH1656.The ellipsoidal height was determined by GPS observations
 NH1656.and is referenced to NAD 83.
 NH1656
 NH1656.The geoid height was determined by GEOID03.
 NH1656
 NH1656.The dynamic height is computed by dividing the NAVD 88
 NH1656.geopotential number by the normal gravity value computed on the
 NH1656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH1656.degrees latitude (g = 980.6199 gals.).
 NH1656
 NH1656.The modeled gravity was interpolated from observed gravity values.
 NH1656
 NH1656;                    North         East     Units Scale Factor Converg.
 NH1656;SPC WI S     -    67,693.930   683,563.471   MT  1.00002840   +0 41 58.8
 NH1656;SPC WI S     -   222,092.50  2,242,657.82   sFT  1.00002840   +0 41 58.8
 NH1656;UTM  16      - 4,718,828.475   337,440.464   MT  0.99992513   -1 20 30.4
 NH1656
 NH1656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1656!SPC WI S     -   0.99996520  x   1.00002840  =   0.99999360
 NH1656!UTM  16      -   0.99996520  x   0.99992513  =   0.99989033
 NH1656
 NH1656                          SUPERSEDED SURVEY CONTROL
 NH1656
 NH1656  ELLIP H (05/28/98)  221.97   (m)                       GP(       ) 4 1
 NH1656  ELLIP H (05/19/94)  188.59   (m)                       GP(       ) 4 1
 NH1656  NAD 83(1991)-  42 36 17.11747(N)    088 58 54.12727(W) AD(       ) B
 NH1656  ELLIP H (06/11/91)  221.97   (m)                       GP(       ) 4 1
 NH1656  NAVD 88 (04/02/04)  255.65   (m)          838.7    (f) LEVELING    3  
 NH1656  NGVD 29 (06/11/91)  255.7    (m)          839.     (f) GPS OBS        
 NH1656
 NH1656.Superseded values are not recommended for survey control.
 NH1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1656.See file dsdata.txt to determine how the superseded data were derived.
 NH1656
 NH1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3744018828(NAD 83)
 NH1656_MARKER: DH = HORIZONTAL CONTROL DISK
 NH1656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1656_SP_SET: CONCRETE POST
 NH1656_STAMPING: JANESVILLE GPS 1989
 NH1656_MARK LOGO: NGS   
 NH1656_PROJECTION: FLUSH
 NH1656_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NH1656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH1656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1656+SATELLITE: SATELLITE OBSERVATIONS - 2003
 NH1656
 NH1656  HISTORY     - Date     Condition        Report By
 NH1656  HISTORY     - 1989     MONUMENTED       WIHD
 NH1656  HISTORY     - 19900812 GOOD
 NH1656  HISTORY     - 19900912 GOOD
 NH1656  HISTORY     - 19930505 GOOD             NOS
 NH1656  HISTORY     - 19960428 MARK NOT FOUND   USPSQD
 NH1656  HISTORY     - 19960817 GOOD             SECI
 NH1656  HISTORY     - 19970623 GOOD             NGS
 NH1656  HISTORY     - 19971203 GOOD             NGS
 NH1656  HISTORY     - 2001     GOOD             WIDT
 NH1656  HISTORY     - 20010331 GOOD             NGS
 NH1656  HISTORY     - 20020904 GOOD             NGS
 NH1656  HISTORY     - 2003     GOOD             WIDT
 NH1656
 NH1656                          STATION DESCRIPTION
 NH1656
 NH1656'DESCRIBED BY WI HIGHWAY DEPT 1989
 NH1656'THE STATION IS LOCATED ABOUT 14.65 KM (9.10 MI) SOUTH OF JANESVILLE,
 NH1656'9.84 KM (6.10 MI) NORTH OF BELOIT, 8.12 KM (5.05 MI) WEST OF TIFFANY.
 NH1656'OWNERSHIP--INTERSTATE HIGHWAY R.O.W.
 NH1656'TO REACH FROM THE JUNCTION OF INTERSTATE 90 AND COUNTY ROAD S, JUST
 NH1656'NORTH OF BELOIT,  GO NORTH FOR 5.00 KM (3.10 MI) ON INTERSTATE 90 TO
 NH1656'THE STATION ON THE RIGHT.
 NH1656'THE STATION IS A STANDARD NGS HORIZONTAL CONTROL DISK
 NH1656'STAMPED--JANESVILLE GPS 1989--, SET INTO THE TOP OF A 40 CM DIAMETER
 NH1656'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  LOCATED 0.91 M (3.0 FT)
 NH1656'WEST FROM A CARSONITE WITNESS POST, 21.33 M (70.0 FT) EAST FROM THE
 NH1656'CENTER-LINE OF INTERSTATE 90 (WEST BOUND LANE), 1.52 M (5.0 FT) WEST
 NH1656'FROM THE R.O.W. FENCE, 72.45 M (237.7 FT) SOUTHEAST FROM  MILE MARKER
 NH1656'SIGN 180.
 NH1656
 NH1656                          STATION RECOVERY (1990)
 NH1656
 NH1656'RECOVERED 1990
 NH1656'RECOVERED IN GOOD CONDITION.
 NH1656
 NH1656                          STATION RECOVERY (1990)
 NH1656
 NH1656'RECOVERED 1990
 NH1656'RECOVERED IN GOOD CONDITION.
 NH1656
 NH1656                          STATION RECOVERY (1993)
 NH1656
 NH1656'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 NH1656'RECOVERED IN GOOD CONDITION.
 NH1656
 NH1656                          STATION RECOVERY (1996)
 NH1656
 NH1656'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1656'MARK NOT FOUND.
 NH1656
 NH1656                          STATION RECOVERY (1996)
 NH1656
 NH1656'RECOVERY NOTE BY SMITH ENG CONS INC 1996 (MGR)
 NH1656'RECOVERED AS DESCRIBED.  TO REACH FROM THE JUNCTION OF INTERSTATE
 NH1656'ROUTE 90 AND INTERSTATE ROUTE 43 (IN WISCONSIN JUST NORTH OF BELOIT) ,
 NH1656'PROCEED NORTH ON INTERSTATE ROUTE 90 FOR APPROXIMENTLY 5.4 MI (8.7 KM)
 NH1656'TO THE STATION ON THE RIGHT (WEST) SIDE OF INTERSTATE ROUTE 90.  THE
 NH1656'STATION IS ALSO 7.8 MI (12.6 KM) NORTH OF THE ILLINOIS/WISCONSIN STATE
 NH1656'LINE.
 NH1656
 NH1656                          STATION RECOVERY (1997)
 NH1656
 NH1656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 NH1656'THE STATION IS LOCATED ABOUT 19 KM (11.80 MI) NORTH OF THE
 NH1656'WISCONSIN-ILLINOIS BORDER, 13 KM (8.05 MI) SOUTH-SOUTHEAST OF
 NH1656'JANESVILLE, 6.7 KM (4.15 MI) NORTH OF THE JUNCTION OF INTERSTATE
 NH1656'HIGHWAYS 90/94 AND 43, AND IN THE HIGHWAY RIGHT-OF-WAY.
 NH1656'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH FROM THE
 NH1656'UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAYS 43 AND 90/94 (EXIT
 NH1656'185) ABOUT 3 KM (1.85 MI) NORTH OF BELOIT, GO NORTH ON HIGHWAYS 90/94
 NH1656'FOR 6.68 KM (4.15 MI) TO THE STATION ON THE RIGHT.  THE STATION IS SET
 NH1656'IN THE TOP OF A 40 CM ROUND CONCRETE POST SET FLUSH WITH THE GROUND.
 NH1656'IT IS, 72.4 M (237.5 FT) SOUTHEAST OF MILE MARKER 180, 21.3 M (69.9
 NH1656'FT) EAST OF THE CENTER OF THE NORTHBOUND LANES OF HIGHWAY 90/94, 1.5 M
 NH1656'(4.9 FT) WEST OF THE RIGHT-OF-WAY FENCE, 1.5 M (4.9 FT) WEST OF A
 NH1656'WOODEN FENCE POST WITH A STEEL BRACE, AND 0.8 M (2.6 FT) WEST OF A
 NH1656'FIBERGLASS WITNESS POST.  NOTE--THE INTERSTATE IS ACTUALLY WESTBOUND
 NH1656'90/94, BUT AT THIS POINT IT IS ORIENTED NORTH-SOUTH.
 NH1656
 NH1656                          STATION RECOVERY (1997)
 NH1656
 NH1656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 NH1656'THE STATION IS LOCATED ABOUT 19 KM (11.80 MI) NORTH OF THE
 NH1656'WISCONSIN-ILLINOIS BORDER, 13 KM (8.05 MI) SOUTH-SOUTHEAST OF
 NH1656'JANESVILLE, 6.7 KM (4.15 MI) NORTH OF THE JUNCTION OF INTERSTATE
 NH1656'HIGHWAYS 90/94 AND 43, AND IN THE HIGHWAY RIGHT-OF-WAY.
 NH1656'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH FROM THE
 NH1656'UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAYS 43 AND 90/94 (EXIT
 NH1656'185) ABOUT 3 KM (1.85 MI) NORTH OF BELOIT, GO NORTH ON HIGHWAYS 90/94
 NH1656'FOR 6.68 KM (4.15 MI) TO THE STATION ON THE RIGHT.  THE STATION IS SET
 NH1656'IN THE TOP OF A 40 CM ROUND CONCRETE POST SET FLUSH WITH THE GROUND.
 NH1656'IT IS, 72.4 M (237.5 FT) SOUTHEAST OF MILE MARKER 180, 21.3 M (69.9
 NH1656'FT) EAST OF THE CENTER OF THE NORTHBOUND LANES OF HIGHWAY 90/94, 1.5 M
 NH1656'(4.9 FT) WEST OF THE RIGHT-OF-WAY FENCE, 1.5 M (4.9 FT) WEST OF A
 NH1656'WOODEN FENCE POST WITH A STEEL BRACE, AND 0.8 M (2.6 FT) WEST OF A
 NH1656'FIBERGLASS WITNESS POST.  NOTE--THE INTERSTATE IS ACTUALLY WESTBOUND
 NH1656'90/94, BUT AT THIS POINT IT IS GOING NORTH-SOUTH.
 NH1656
 NH1656                          STATION RECOVERY (2001)
 NH1656
 NH1656'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 NH1656'THE STATION IS LOCATED ABOUT 11 KM NORTH-NORTHEAST OF BELOIT AND 9 KM
 NH1656'SOUTH-SOUTHEAST OF JANESVILLE.    OWNERSHIP--WISCONSIN DEPARTMENT OF
 NH1656'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 NH1656'HIGHWAY 39 AND INTERSTATE HIGHWAY 90 WITH INTERSTATE HIGHWAY 43 AND
 NH1656'STATE HIGHWAY 81 ABOUT 3 KM NORTHEAST OF THE CITY OF BELOIT, GO NORTH
 NH1656'ON INTERSTATE HIGHWAY 39 AND INTERSTATE HIGHWAY 90 FOR 8.6 KM TO THE
 NH1656'STATION ON THE RIGHT.  THE STATION IS A BRONZE NATIONAL GEODETIC
 NH1656'SURVEY HORIZONTAL CONTROL MARKER DISK SET IN THE TOP OF A 40-CM
 NH1656'DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8 M AND ABOUT LEVEL WITH
 NH1656'THE HIGHWAY PAVEMENT.  THE STATION IS 21.6 M EAST OF THE CENTERLINE
 NH1656'OF THE NORTHBOUND LANES OF INTERSTATE HIGHWAY 39 AND INTERSTATE
 NH1656'HIGHWAY 90, 0.8 KM SOUTH OF WOODMAN ROAD, 72.8 M SOUTH-SOUTHEAST OF A
 NH1656'WOOD POST FOR A --MILE 180-- SIGN, 3 M WEST OF A CULTIVATED FIELD,
 NH1656'AND 1.6 M WEST OF A --R/W-- FENCE.  ---NOTE---THE STATION IS 0.9 M
 NH1656'WEST OF AN ORANGE FIBERGLASS WITNESS POST. ---NOTE---THIS STATION HAS
 NH1656'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 NH1656'HORIZON.
 NH1656
 NH1656                          STATION RECOVERY (2001)
 NH1656
 NH1656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1656'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH1656
 NH1656                          STATION RECOVERY (2002)
 NH1656
 NH1656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DS)
 NH1656'RECOVERED AS DESCRIBED
 NH1656'
 NH1656
 NH1656                          STATION RECOVERY (2003)
 NH1656
 NH1656'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 NH1656'THE STATION IS LOCATED ABOUT 11 KM NORTH-NORTHEAST OF BELOIT AND 9 KM
 NH1656'SOUTH-SOUTHEAST OF JANESVILLE.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 NH1656'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 NH1656'HIGHWAY 39 AND INTERSTATE HIGHWAY 90 WITH INTERSTATE HIGHWAY 43 AND
 NH1656'STATE HIGHWAY 81 ABOUT 3 KM NORTHEAST OF THE CITY OF BELOIT, GO NORTH
 NH1656'ON INTERSTATE HIGHWAY 39 AND INTERSTATE HIGHWAY 90 FOR 8.6 KM TO THE
 NH1656'STATION ON THE RIGHT.  THE STATION IS A BRONZE NATIONAL GEODETIC
 NH1656'SURVEY HORIZONTAL CONTROL MARKER DISK SET IN THE TOP OF A 40-CM
 NH1656'DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8 M AND ABOUT LEVEL WITH
 NH1656'THE HIGHWAY PAVEMENT.  THE STATION IS 21.6 M EAST OF THE CENTERLINE OF
 NH1656'THE NORTHBOUND LANES OF INTERSTATE HIGHWAY 39 AND INTERSTATE HIGHWAY
 NH1656'90, 0.8 KM SOUTH OF WOODMAN ROAD, 72.8 M SOUTH-SOUTHEAST OF A WOOD
 NH1656'POST FOR A --MILE 180-- SIGN, 3 M WEST OF A CULTIVATED FIELD, AND 1.6
 NH1656'M WEST OF A --R/W-- FENCE.  ---NOTE---THE STATION IS 0.9 M WEST OF AN
 NH1656'ORANGE FIBERGLASS WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 NH1656'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 NH1656' 
 NH1656'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG3899 ***********************************************************************
 DG3899  DESIGNATION -  JANESVILLE GPS AZ MK
 DG3899  PID         -  DG3899
 DG3899  STATE/COUNTY-  WI/ROCK
 DG3899  USGS QUAD   -  SHOPIERE (1976)
 DG3899
 DG3899                         *CURRENT SURVEY CONTROL
 DG3899  ___________________________________________________________________
 DG3899* NAD 83(1986)-  42 36 46.     (N)    088 58 55.     (W)     SCALED    
 DG3899* NAVD 88     -       254.501  (meters)     834.98   (feet)  ADJUSTED  
 DG3899  ___________________________________________________________________
 DG3899  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 DG3899  DYNAMIC HT  -         254.426 (meters)     834.73  (feet)  COMP
 DG3899  MODELED GRAV-     980,320.2   (mgal)                       NAVD 88
 DG3899
 DG3899  VERT ORDER  -  SECOND    CLASS I
 DG3899
 DG3899.The horizontal coordinates were scaled from a topographic map and have
 DG3899.an estimated accuracy of +/- 6 seconds.
 DG3899
 DG3899.The orthometric height was determined by differential leveling
 DG3899.and adjusted by the National Geodetic Survey in February 2004..
 DG3899
 DG3899.The geoid height was determined by GEOID03.
 DG3899
 DG3899.The dynamic height is computed by dividing the NAVD 88
 DG3899.geopotential number by the normal gravity value computed on the
 DG3899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG3899.degrees latitude (g = 980.6199 gals.).
 DG3899
 DG3899.The modeled gravity was interpolated from observed gravity values.
 DG3899
 DG3899;                    North         East    Units  Estimated Accuracy
 DG3899;SPC WI S     -    68,590.      683,530.      MT  (+/- 180 meters Scaled)
 DG3899
 DG3899                          SUPERSEDED SURVEY CONTROL
 DG3899
 DG3899.No superseded survey control is available for this station.
 DG3899
 DG3899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN374197(NAD 83)
 DG3899_MARKER: DZ = AZIMUTH MARK DISK
 DG3899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3899_STAMPING: JANESVILLE GPS 1989
 DG3899_MARK LOGO: NGS   
 DG3899_PROJECTION: FLUSH
 DG3899_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG3899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3899+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG3899
 DG3899  HISTORY     - Date     Condition        Report By
 DG3899  HISTORY     - 1989     MONUMENTED       WIDT
 DG3899  HISTORY     - 2002     GOOD             WIDT
 DG3899
 DG3899                          STATION DESCRIPTION
 DG3899
 DG3899'DESCRIBED BY WI DEPT OF TRANSP 2002 (DJH)
 DG3899'THE STATION IS LOCATED ABOUT 12 KM NORTH-NORTHEAST OF BELOIT AND 8 KM
 DG3899'SOUTH-SOUTHEAST OF JANESVILLE.    OWNERSHIP--WISCONSIN DEPARTMENT OF
 DG3899'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 DG3899'HIGHWAY 39 AND INTERSTATE HIGHWAY 90 WITH INTERSTATE HIGHWAY 39 AND
 DG3899'STATE HIGHWAY 81 ABOUT 3 KM NORTHEAST OF THE CITY OF BELOIT, GO NORTH
 DG3899'ON INTERSTATE HIGHWAY 39 AND INTERSTATE HIGHWAY 90 FOR 9.6 KM TO THE
 DG3899'STATION ON THE RIGHT.  THE STATION IS A BRONZE NATIONAL GEODETIC
 DG3899'SURVEY AZIMUTH MARK DISK SET IN THE TOP OF A 40-CM DIAMETER CONCRETE
 DG3899'POST SET TO A DEPTH OF 1.8 M AND ABOUT LEVEL WITH THE HIGHWAY
 DG3899'PAVEMENT.  THE STATION IS 14.9 M EAST OF THE EAST EDGE OF PAVEMENT OF
 DG3899'THE NORTHBOUND LANES OF INTERSTATE HIGHWAY 39 AND INTERSTATE HIGHWAY
 DG3899'90, 0.2 KM SOUTH OF THE WOODMAN ROAD OVERPASS, 175 M SOUTH OF THE
 DG3899'EASTERNMOST METAL POST FOR A --BLACKHAWK TECH COLLEGE - EXIT 177--
 DG3899'SIGN, AND 1.5 M WEST OF A R/W FENCE.  ---NOTE---THE STATION IS SOUTH,
 DG3899'NORTH AND WEST OF A WHITE PLASTIC WITNESS POST. ---NOTE2---THIS
 DG3899'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DG3899'ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1340 ***********************************************************************
 NH1340  DESIGNATION -  JANESVILLE JEFFERSON SCH DOME
 NH1340  PID         -  NH1340
 NH1340  STATE/COUNTY-  WI/ROCK
 NH1340  USGS QUAD   -  JANESVILLE WEST (1976)
 NH1340
 NH1340                         *CURRENT SURVEY CONTROL
 NH1340  ___________________________________________________________________
 NH1340* NAD 83(1991)-  42 40 55.05766(N)    089 00 57.62523(W)     ADJUSTED  
 NH1340* NAVD 88     -                                                        
 NH1340  ___________________________________________________________________
 NH1340  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 NH1340  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 NH1340
 NH1340  HORZ ORDER  -  THIRD
 NH1340
 NH1340.The horizontal coordinates were established by classical geodetic methods
 NH1340.and adjusted by the National Geodetic Survey in November 1991..
 NH1340
 NH1340
 NH1340.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1340
 NH1340.The geoid height was determined by GEOID03.
 NH1340
 NH1340;                    North         East     Units Scale Factor Converg.
 NH1340;SPC WI S     -    76,236.120   680,647.319   MT  1.00001075   +0 40 34.0
 NH1340;SPC WI S     -   250,118.00  2,233,090.41   sFT  1.00001075   +0 40 34.0
 NH1340;UTM  16      - 4,727,468.393   334,830.815   MT  0.99993564   -1 22 01.3
 NH1340
 NH1340                          SUPERSEDED SURVEY CONTROL
 NH1340
 NH1340  NAD 83(1986)-  42 40 55.05298(N)    089 00 57.62944(W) AD(       ) 4
 NH1340  NAD 27      -  42 40 55.01800(N)    089 00 57.22900(W) AD(       ) 3
 NH1340
 NH1340.Superseded values are not recommended for survey control.
 NH1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1340.See file dsdata.txt to determine how the superseded data were derived.
 NH1340
 NH1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3483127468(NAD 83)
 NH1340_MARKER: 87 = DOME
 NH1340
 NH1340  HISTORY     - Date     Condition        Report By
 NH1340  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1340  HISTORY     - 19960428 MARK NOT FOUND   USPSQD
 NH1340  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH1340
 NH1340                          STATION DESCRIPTION
 NH1340
 NH1340'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1340'THIS STATION IS THE DOME OF THE JEFFERSON SCHOOL, FORMERLY
 NH1340'THE OLD JANESVILLE HIGH SCHOOL, IN THE EASTERN CENTRAL PART
 NH1340'OF THE TOWN OF JANESVILLE, WISCONSIN.  IT IS LOCATED ON AN
 NH1340'OLD YELLOW BRICK SCHOOL, ABOUT SOUTHEAST OF THE CENTERLINE
 NH1340'OF S. SECOND STREET, AND ABOUT 230 FEET SOUTHWEST OF THE
 NH1340'CENTERLINE OF S. EAST STREET.  THE BUILDING WAS ERECTED
 NH1340'IN 1857.  THE DOME IS VERY PROMINENT.
 NH1340'
 NH1340'THE BUILDING IS ABOUT 70 FEET HIGH.  THE BASE OF THE DOME
 NH1340'IS AN OCTAGONAL WHITE CUPOLA ABOUT 15 FEET HIGH WITH AN ARCHED
 NH1340'GLAZED WINDOW ON EACH SIDE AND AN ORNAMENTAL LEDGE AROUND
 NH1340'THE TOP.  THIS CUPOLA SETS ON AN OCTAGONAL GREEN-SHINGLED
 NH1340'BASE ABOUT 15 FEET HIGH.  THE RED OCTAGONAL DOME IS ABOUT
 NH1340'10 FEET HIGH AND HAS A TURRET-LIKE RED FINIAL AT ITS APEX.
 NH1340'THE TOTAL HEIGHT IS ABOUT 115 FEET.
 NH1340
 NH1340                          STATION RECOVERY (1996)
 NH1340
 NH1340'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1340'MARK NOT FOUND.
 NH1340
 NH1340                          STATION RECOVERY (2001)
 NH1340
 NH1340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1340'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1337 ***********************************************************************
 NH1337  DESIGNATION -  JANESVILLE MIDWEST HOUSING STK
 NH1337  PID         -  NH1337
 NH1337  STATE/COUNTY-  WI/ROCK
 NH1337  USGS QUAD   -  JANESVILLE WEST (1976)
 NH1337
 NH1337                         *CURRENT SURVEY CONTROL
 NH1337  ___________________________________________________________________
 NH1337* NAD 83(1991)-  42 40 56.25053(N)    089 00 01.08144(W)     ADJUSTED  
 NH1337* NAVD 88     -                                                        
 NH1337  ___________________________________________________________________
 NH1337  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 NH1337  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 NH1337
 NH1337  HORZ ORDER  -  THIRD
 NH1337
 NH1337.The horizontal coordinates were established by classical geodetic methods
 NH1337.and adjusted by the National Geodetic Survey in November 1991..
 NH1337
 NH1337
 NH1337.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1337
 NH1337.The geoid height was determined by GEOID03.
 NH1337
 NH1337;                    North         East     Units Scale Factor Converg.
 NH1337;SPC WI S     -    76,288.238   681,934.118   MT  1.00001068   +0 41 12.8
 NH1337;SPC WI S     -   250,288.99  2,237,312.19   sFT  1.00001068   +0 41 12.8
 NH1337;UTM  16      - 4,727,474.599   336,118.554   MT  0.99993043   -1 21 22.9
 NH1337
 NH1337                          SUPERSEDED SURVEY CONTROL
 NH1337
 NH1337  NAD 83(1986)-  42 40 56.24565(N)    089 00 01.08619(W) AD(       ) 4
 NH1337  NAD 27      -  42 40 56.21100(N)    089 00 00.68800(W) AD(       ) 3
 NH1337
 NH1337.Superseded values are not recommended for survey control.
 NH1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1337.See file dsdata.txt to determine how the superseded data were derived.
 NH1337
 NH1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3611927475(NAD 83)
 NH1337_MARKER: 63 = STACK
 NH1337
 NH1337  HISTORY     - Date     Condition        Report By
 NH1337  HISTORY     - 1957     FIRST OBSERVED   CGS
 NH1337  HISTORY     - 19840615 GOOD             NGS
 NH1337  HISTORY     - 19960428 MARK NOT FOUND   USPSQD
 NH1337
 NH1337                          STATION DESCRIPTION
 NH1337
 NH1337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 NH1337'THIS STATION WAS RECOVERED IN GOOD CONDTION AND IS LOCATED BEHIND THE
 NH1337'J A CRAIG SENIOR HIGH SCHOOL ON E HOLMES STREET IN JANESVILLE, AND
 NH1337'BELONGS TO THE J A CRAIG SENIOR HIGH SCHOOL NOT MIDWEST HOUSING CORP.
 NH1337
 NH1337                          STATION RECOVERY (1996)
 NH1337
 NH1337'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1337'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1324 ***********************************************************************
 NH1324  DESIGNATION -  JANESVILLE PARKER PEN CO STACK
 NH1324  PID         -  NH1324
 NH1324  STATE/COUNTY-  WI/ROCK
 NH1324  USGS QUAD   -  JANESVILLE WEST (1976)
 NH1324
 NH1324                         *CURRENT SURVEY CONTROL
 NH1324  ___________________________________________________________________
 NH1324* NAD 83(1991)-  42 42 07.84655(N)    089 01 43.29069(W)     ADJUSTED  
 NH1324* NAVD 88     -                                                        
 NH1324  ___________________________________________________________________
 NH1324  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 NH1324  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 NH1324
 NH1324  HORZ ORDER  -  THIRD
 NH1324
 NH1324.The horizontal coordinates were established by classical geodetic methods
 NH1324.and adjusted by the National Geodetic Survey in November 1991..
 NH1324
 NH1324
 NH1324.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1324
 NH1324.The geoid height was determined by GEOID03.
 NH1324
 NH1324;                    North         East     Units Scale Factor Converg.
 NH1324;SPC WI S     -    78,469.876   679,581.563   MT  1.00000643   +0 40 02.6
 NH1324;SPC WI S     -   257,446.58  2,229,593.84   sFT  1.00000643   +0 40 02.6
 NH1324;UTM  16      - 4,729,738.567   333,845.452   MT  0.99993966   -1 22 34.1
 NH1324
 NH1324                          SUPERSEDED SURVEY CONTROL
 NH1324
 NH1324  NAD 83(1986)-  42 42 07.84127(N)    089 01 43.29525(W) AD(       ) 4
 NH1324  NAD 27      -  42 42 07.80700(N)    089 01 42.89400(W) AD(       ) 3
 NH1324
 NH1324.Superseded values are not recommended for survey control.
 NH1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1324.See file dsdata.txt to determine how the superseded data were derived.
 NH1324
 NH1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3384529739(NAD 83)
 NH1324_MARKER: 63 = STACK
 NH1324
 NH1324  HISTORY     - Date     Condition        Report By
 NH1324  HISTORY     - 1957     FIRST OBSERVED   CGS
 NH1324  HISTORY     - 19960428 MARK NOT FOUND   USPSQD
 NH1324  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH1324
 NH1324                          STATION DESCRIPTION
 NH1324
 NH1324'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1324'THE STATION IS THE FINIAL AT THE APEX OF THE STACK AT THE
 NH1324'PARKER PEN COMPANY IN JANESVILLE, WISCONSIN.  IT IS LOCATED
 NH1324'IN THE NORTHERN PART OF TOWN.  IT IS 210 FEET WEST OF THE
 NH1324'CENTERLINE OF THE ST. PAUL RAILROAD TRACKS AND 0.15 MILE SOUTH
 NH1324'OF BLACK BRIDGE ROAD.
 NH1324'
 NH1324'THE STACK IS OF GREY BRICK CONSTRUCTION AND IS ATTACHED TO THE
 NH1324'MAINTENANCE BUILDING.  TOTAL HEIGHT IS 131 FEET.
 NH1324
 NH1324                          STATION RECOVERY (1996)
 NH1324
 NH1324'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1324'MARK NOT FOUND.
 NH1324
 NH1324                          STATION RECOVERY (2001)
 NH1324
 NH1324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1324'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1335 ***********************************************************************
 NH1335  DESIGNATION -  JANESVILLE PARKER PEN CO TANK
 NH1335  PID         -  NH1335
 NH1335  STATE/COUNTY-  WI/ROCK
 NH1335  USGS QUAD   -  JANESVILLE WEST (1976)
 NH1335
 NH1335                         *CURRENT SURVEY CONTROL
 NH1335  ___________________________________________________________________
 NH1335* NAD 83(1991)-  42 40 58.76852(N)    089 01 12.44056(W)     ADJUSTED  
 NH1335* NAVD 88     -                                                        
 NH1335  ___________________________________________________________________
 NH1335  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 NH1335  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 NH1335
 NH1335  HORZ ORDER  -  THIRD
 NH1335
 NH1335.The horizontal coordinates were established by classical geodetic methods
 NH1335.and adjusted by the National Geodetic Survey in November 1991..
 NH1335
 NH1335
 NH1335.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1335
 NH1335.The geoid height was determined by GEOID03.
 NH1335
 NH1335;                    North         East     Units Scale Factor Converg.
 NH1335;SPC WI S     -    76,346.649   680,308.696   MT  1.00001053   +0 40 23.8
 NH1335;SPC WI S     -   250,480.63  2,231,979.45   sFT  1.00001053   +0 40 23.8
 NH1335;UTM  16      - 4,727,590.915   334,496.373   MT  0.99993700   -1 22 11.4
 NH1335
 NH1335                          SUPERSEDED SURVEY CONTROL
 NH1335
 NH1335  NAD 83(1986)-  42 40 58.76385(N)    089 01 12.44475(W) AD(       ) 4
 NH1335  NAD 27      -  42 40 58.73000(N)    089 01 12.04400(W) AD(       ) 3
 NH1335
 NH1335.Superseded values are not recommended for survey control.
 NH1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1335.See file dsdata.txt to determine how the superseded data were derived.
 NH1335
 NH1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3449627591(NAD 83)
 NH1335_MARKER: 53 = ELEVATED TANK
 NH1335
 NH1335  HISTORY     - Date     Condition        Report By
 NH1335  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1335  HISTORY     - 19960428 MARK NOT FOUND   USPSQD
 NH1335  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH1335
 NH1335                          STATION DESCRIPTION
 NH1335
 NH1335'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1335'THIS STATION IS THE TANK AT THE PARKER PEN COMPANY, IN THE
 NH1335'TOWN OF JANESVILLE, WISCONSIN.  IT IS LOCATED ON A YELLOW
 NH1335'BRICK TOWER IN THE WEST WING OF THE MAIN BUILDING.  IT IS
 NH1335'LOCATED ABOUT 210 FEET EAST OF THE CENTERLINE OF S. BLUFF
 NH1335'STREET, AND ABOUT 80 FEET NORTH OF THE CENTERLINE OF COURT
 NH1335'STREET.  THE TANK WAS ERECTED IN 1913.  IT IS QUITE PROMINENT.
 NH1335'
 NH1335'THE YELLOW BRICK TOWER IS ABOUT 60 FEET HIGH.  THE SLIM BLACK
 NH1335'TANK HAS FOUR TRUSSWORK LEGS ABOUT 50 FEET HIGH.  THE OVAL
 NH1335'SECTION EXTENDS DOWNWARD ABOUT 15 FEET.  THE VERTICAL SECTION
 NH1335'IS ABOUT 30 FEET HIGH, HAS A CATWALK AND RAIL AROUND ITS
 NH1335'BASE, AND THE WORDS THE PARKER PEN COMPANY PAINTED IN WHITE
 NH1335'LETTERS ON THE EAST AND WEST SIDES.  THE STEEP CONICAL ROOF
 NH1335'HAS A BALL AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT 145 FEET.
 NH1335
 NH1335                          STATION RECOVERY (1996)
 NH1335
 NH1335'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1335'MARK NOT FOUND.
 NH1335
 NH1335                          STATION RECOVERY (2001)
 NH1335
 NH1335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1335'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1321 ***********************************************************************
 NH1321  DESIGNATION -  JANESVILLE RADIO KSA 377 MAST
 NH1321  PID         -  NH1321
 NH1321  STATE/COUNTY-  WI/ROCK
 NH1321  USGS QUAD   -  JANESVILLE WEST (1976)
 NH1321
 NH1321                         *CURRENT SURVEY CONTROL
 NH1321  ___________________________________________________________________
 NH1321* NAD 83(1991)-  42 42 03.53253(N)    089 03 38.13810(W)     ADJUSTED  
 NH1321* NAVD 88     -                                                        
 NH1321  ___________________________________________________________________
 NH1321  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 NH1321  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 NH1321
 NH1321  HORZ ORDER  -  THIRD
 NH1321
 NH1321.The horizontal coordinates were established by classical geodetic methods
 NH1321.and adjusted by the National Geodetic Survey in November 1991..
 NH1321
 NH1321
 NH1321.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1321
 NH1321.The geoid height was determined by GEOID03.
 NH1321
 NH1321;                    North         East     Units Scale Factor Converg.
 NH1321;SPC WI S     -    78,306.817   676,969.365   MT  1.00000668   +0 38 43.7
 NH1321;SPC WI S     -   256,911.62  2,221,023.66   sFT  1.00000668   +0 38 43.7
 NH1321;UTM  16      - 4,729,668.758   331,229.262   MT  0.99995044   -1 23 52.0
 NH1321
 NH1321                          SUPERSEDED SURVEY CONTROL
 NH1321
 NH1321  NAD 83(1986)-  42 42 03.52726(N)    089 03 38.14213(W) AD(       ) 4
 NH1321  NAD 27      -  42 42 03.49600(N)    089 03 37.73600(W) AD(       ) 3
 NH1321
 NH1321.Superseded values are not recommended for survey control.
 NH1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1321.See file dsdata.txt to determine how the superseded data were derived.
 NH1321
 NH1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3122929669(NAD 83)
 NH1321_MARKER: 42 = RADIO/TV MAST
 NH1321
 NH1321  HISTORY     - Date     Condition        Report By
 NH1321  HISTORY     - 1957     FIRST OBSERVED   CGS
 NH1321  HISTORY     - 19960428 GOOD             USPSQD
 NH1321  HISTORY     - 20010331 GOOD             NGS
 NH1321  HISTORY     - 20021215 GOOD             USPSQD
 NH1321
 NH1321                          STATION DESCRIPTION
 NH1321
 NH1321'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1321'THE STATION IS THE TOP OF THE MAST WHICH IS OWNED AND OPERATED
 NH1321'BY THE JANESVILLE, ROCK COUNTY ELECTRIC COOPERATIVE ASSOCATION.
 NH1321'THE MAST IS A 3 LEGGED SELF SUPPORTING STEEL UNPAINTED STRUCTURE,
 NH1321'WITH AN OVERALL HEIGHT OF 116 FEET.  THE STATION IS LOCATED
 NH1321'IN THE NORTHWEST EDGE OF JANESVILLE.
 NH1321'
 NH1321'TO REACH THE STATION FROM THE INTERSECTION OF WASHINGTON STREET
 NH1321'AND COUNTY HIGHWAY A, GO WEST ON COUNTY HIGHWAY A FOR 1.4
 NH1321'MILES TO A GATE ON THE RIGHT.  TURN RIGHT PASSING THROUGH
 NH1321'THE GATE AND GO NORTH FOR 0.05 MILE TO THE HIGHEST POINT OF
 NH1321'A SMALL HILL AND THE MAST.
 NH1321
 NH1321                          STATION RECOVERY (1996)
 NH1321
 NH1321'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1321'RECOVERED IN GOOD CONDITION.
 NH1321
 NH1321                          STATION RECOVERY (2001)
 NH1321
 NH1321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1321'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH1321
 NH1321                          STATION RECOVERY (2002)
 NH1321
 NH1321'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 NH1321'RECOVERED IN GOOD CONDITION. TO REACH THE STATION, GO 0.8 WEST ON
 NH1321'MEMORIAL DRIVE FROM WASHINGTON ST. TO THE COUNTRY CLUB ON THE LEFT.
 NH1321'CONTINUE AN ADDITIONAL 1.1 MILE ON MEMORIAL DR. WHICH BECOMES COUNTY
 NH1321'HIGHWAY A TO WHERE AUSTIN ROAD INTERSECTS FROM THE SOUTH.  TURN NORTH
 NH1321'ON THE MOST WESTERLY OF TWO PARALLEL GRAVEL ROADS TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1327 ***********************************************************************
 NH1327  DESIGNATION -  JANESVILLE RADIO KSB 423 MAST
 NH1327  PID         -  NH1327
 NH1327  STATE/COUNTY-  WI/ROCK
 NH1327  USGS QUAD   -  JANESVILLE WEST (1976)
 NH1327
 NH1327                         *CURRENT SURVEY CONTROL
 NH1327  ___________________________________________________________________
 NH1327* NAD 83(1991)-  42 42 03.58800(N)    089 03 17.38813(W)     ADJUSTED  
 NH1327* NAVD 88     -                                                        
 NH1327  ___________________________________________________________________
 NH1327  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 NH1327  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 NH1327
 NH1327  HORZ ORDER  -  THIRD
 NH1327
 NH1327.The horizontal coordinates were established by classical geodetic methods
 NH1327.and adjusted by the National Geodetic Survey in November 1991..
 NH1327
 NH1327
 NH1327.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1327
 NH1327.The geoid height was determined by GEOID03.
 NH1327
 NH1327;                    North         East     Units Scale Factor Converg.
 NH1327;SPC WI S     -    78,313.866   677,441.583   MT  1.00000668   +0 38 57.9
 NH1327;SPC WI S     -   256,934.74  2,222,572.93   sFT  1.00000668   +0 38 57.9
 NH1327;UTM  16      - 4,729,658.966   331,701.404   MT  0.99994848   -1 23 37.9
 NH1327
 NH1327                          SUPERSEDED SURVEY CONTROL
 NH1327
 NH1327  NAD 83(1986)-  42 42 03.58274(N)    089 03 17.39221(W) AD(       ) 4
 NH1327  NAD 27      -  42 42 03.55000(N)    089 03 16.99000(W) AD(       ) 3
 NH1327
 NH1327.Superseded values are not recommended for survey control.
 NH1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1327.See file dsdata.txt to determine how the superseded data were derived.
 NH1327
 NH1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3170129659(NAD 83)
 NH1327_MARKER: 42 = RADIO/TV MAST
 NH1327
 NH1327  HISTORY     - Date     Condition        Report By
 NH1327  HISTORY     - 1957     FIRST OBSERVED   CGS
 NH1327  HISTORY     - 19960428 GOOD             USPSQD
 NH1327  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH1327  HISTORY     - 20021215 GOOD             USPSQD
 NH1327
 NH1327                          STATION DESCRIPTION
 NH1327
 NH1327'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1327'THE STATION IS THE TOP OF THE MAST, WHICH IS OWNED AND OPERATED
 NH1327'BY THE ROCK COUNTY SHERIFFS OFFICE.  IT IS A 4 LEGGED STEEL
 NH1327'STRUCTURE PAINTED IN ALTERNATE SECTION OF INTERNATIONAL RED
 NH1327'AND WHITE.  THE MAST IS SELF SUPPORTING AND HAS AN OVERALL
 NH1327'HEIGHT OF 164 FEET.
 NH1327'
 NH1327'TO REACH THE MAST, WHICH IS IN THE NORTHWEST EDGE OF JANESVILLE,
 NH1327'FROM THE INTERSECTION OF WASHINGTON STREET AND COUNTY HIGHWAY
 NH1327'A IN THE WEST EDGE OF JANESVILLE, GO WEST ON HIGHWAY A FOR 0.8
 NH1327'MILE TO THE JANESVILLE COUNTRY CLUB ON THE LEFT AND A LARGE
 NH1327'METAL GATE ON THE RIGHT.  TURN RIGHT PASSING THROUGH THE GATE
 NH1327'AND GO NORTH ON A FIELD ROAD FOR 0.4 MILE TO THE TOP OF THE
 NH1327'HILL AND THE MAST ON THE HIGHEST POINT.
 NH1327
 NH1327                          STATION RECOVERY (1996)
 NH1327
 NH1327'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1327'RECOVERED IN GOOD CONDITION.
 NH1327
 NH1327                          STATION RECOVERY (2001)
 NH1327
 NH1327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1327'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH1327
 NH1327                          STATION RECOVERY (2002)
 NH1327
 NH1327'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 NH1327'RECOVERED IN GOOD CONDITION. TO REACH THE STATION, GO 0.8 WEST ON
 NH1327'MEMORIAL DRIVE FROM WASHINGTON ST. TO THE COUNTRY CLUB ON THE LEFT.
 NH1327'CONTINUE AN ADDITIONAL 1.1 MILE ON MEMORIAL DR. WHICH BECOMES COUNTY
 NH1327'HIGHWAY A TO WHERE AUSTIN ROAD INTERSECTS FROM THE SOUTH.  TURN NORTH
 NH1327'ON THE MOST WESTERLY OF TWO PARALLEL GRAVEL ROADS TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1323 ***********************************************************************
 NH1323  DESIGNATION -  JANESVILLE RADIO STA WCLO MAST
 NH1323  PID         -  NH1323
 NH1323  STATE/COUNTY-  WI/ROCK
 NH1323  USGS QUAD   -  JANESVILLE WEST (1976)
 NH1323
 NH1323                         *CURRENT SURVEY CONTROL
 NH1323  ___________________________________________________________________
 NH1323* NAD 83(1991)-  42 39 34.93296(N)    089 02 32.51851(W)     ADJUSTED  
 NH1323* NAVD 88     -                                                        
 NH1323  ___________________________________________________________________
 NH1323  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 NH1323  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 NH1323
 NH1323  HORZ ORDER  -  THIRD
 NH1323
 NH1323.The horizontal coordinates were established by classical geodetic methods
 NH1323.and adjusted by the National Geodetic Survey in November 1991..
 NH1323
 NH1323
 NH1323.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1323
 NH1323.The geoid height was determined by GEOID03.
 NH1323
 NH1323;                    North         East     Units Scale Factor Converg.
 NH1323;SPC WI S     -    73,738.666   678,515.425   MT  1.00001566   +0 39 28.8
 NH1323;SPC WI S     -   241,924.27  2,226,096.02   sFT  1.00001566   +0 39 28.8
 NH1323;UTM  16      - 4,725,048.693   332,611.417   MT  0.99994473   -1 23 03.5
 NH1323
 NH1323                          SUPERSEDED SURVEY CONTROL
 NH1323
 NH1323  NAD 83(1986)-  42 39 34.92830(N)    089 02 32.52262(W) AD(       ) 4
 NH1323  NAD 27      -  42 39 34.89400(N)    089 02 32.12000(W) AD(       ) 3
 NH1323
 NH1323.Superseded values are not recommended for survey control.
 NH1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1323.See file dsdata.txt to determine how the superseded data were derived.
 NH1323
 NH1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3261125049(NAD 83)
 NH1323_MARKER: 42 = RADIO/TV MAST
 NH1323
 NH1323  HISTORY     - Date     Condition        Report By
 NH1323  HISTORY     - 1957     FIRST OBSERVED   CGS
 NH1323  HISTORY     - 1964     GOOD             CGS
 NH1323  HISTORY     - 1975     GOOD             NGS
 NH1323  HISTORY     - 19960428 GOOD             USPSQD
 NH1323  HISTORY     - 20010331 GOOD             NGS
 NH1323  HISTORY     - 20021215 GOOD             USPSQD
 NH1323
 NH1323                          STATION DESCRIPTION
 NH1323
 NH1323'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1323'THE STATION IS THE CENTER OF THE TOP OF A MAST OWNED AND
 NH1323'OPERATED BY JANESVILLE RADIO STATION WCLO AND IS LOCATED
 NH1323'IN THE SOUTHWEST SECTION OF JANESVILLE.
 NH1323'
 NH1323'THE SUPPORTING STEEL STRUCTURE IS PAINTED, IN ALTERNATE
 NH1323'SECTIONS, RED AND WHITE AND HAS AN OVERALL HEIGHT OF 256 FEET.
 NH1323'IT IS LOCATED ABOUT 0.4 MILE SOUTH OF THE INTERSECTION OF WEST
 NH1323'STATE STREET, CROSS STREET AND OAK HILL AVENUE.
 NH1323
 NH1323                          STATION RECOVERY (1964)
 NH1323
 NH1323'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JMC)
 NH1323'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 NH1323
 NH1323                          STATION RECOVERY (1975)
 NH1323
 NH1323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JWB)
 NH1323'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NH1323
 NH1323                          STATION RECOVERY (1996)
 NH1323
 NH1323'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1323'RECOVERED IN GOOD CONDITION.
 NH1323
 NH1323                          STATION RECOVERY (2001)
 NH1323
 NH1323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1323'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH1323
 NH1323                          STATION RECOVERY (2002)
 NH1323
 NH1323'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 NH1323'RECOVERED IN GOOD CONDITION. TO REACH THE STATION, GO 0.3 MILE SOUTH
 NH1323'OF WEST STATE STREET ON SOUTH OAKHILL STREET.  IT IS ON THE WEST SIDE
 NH1323'OF SOUTH OAKHILL STREET, SOUTH OF WOLCOTT STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1329 ***********************************************************************
 NH1329  DESIGNATION -  JANESVILLE RM 3
 NH1329  PID         -  NH1329
 NH1329  STATE/COUNTY-  WI/ROCK
 NH1329  USGS QUAD   -  JANESVILLE WEST (1976)
 NH1329
 NH1329                         *CURRENT SURVEY CONTROL
 NH1329  ___________________________________________________________________
 NH1329* NAD 83(1991)-  42 39 51.09254(N)    089 02 31.02543(W)     ADJUSTED  
 NH1329* NAVD 88     -       257.     (meters)     843.     (feet)  SCALED    
 NH1329  ___________________________________________________________________
 NH1329  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 NH1329  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 NH1329
 NH1329  HORZ ORDER  -  SECOND
 NH1329
 NH1329.The horizontal coordinates were established by classical geodetic methods
 NH1329.and adjusted by the National Geodetic Survey in November 1991..
 NH1329
 NH1329.The orthometric height was scaled from a topographic map.
 NH1329
 NH1329.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1329
 NH1329.The geoid height was determined by GEOID03.
 NH1329
 NH1329;                    North         East     Units Scale Factor Converg.
 NH1329;SPC WI S     -    74,237.671   678,543.699   MT  1.00001466   +0 39 29.8
 NH1329;SPC WI S     -   243,561.43  2,226,188.79   sFT  1.00001466   +0 39 29.8
 NH1329;UTM  16      - 4,725,546.339   332,657.454   MT  0.99994454   -1 23 02.9
 NH1329
 NH1329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1329!SPC WI S     -   0.99996500  x   1.00001466  =   0.99997966
 NH1329!UTM  16      -   0.99996500  x   0.99994454  =   0.99990955
 NH1329
 NH1329|---------------------------------------------------------------------|
 NH1329| PID    Reference Object                     Distance      Geod. Az  |
 NH1329|                                                           dddmmss.s |
 NH1329| CI9807 JANESVILLE RM 1                      37.823 METERS 01049     |
 NH1329| NH1323 JANESVILLE RADIO STA WCLO MAST      499.798 METERS 1835404.4 |
 NH1329| CI9806 JANESVILLE AZ MK                                   2413126.3 |
 NH1329| NH1327 JANESVILLE RADIO KSB 423 MAST       APPROX. 4.2 KM 3453142.3 |
 NH1329|---------------------------------------------------------------------|
 NH1329
 NH1329                          SUPERSEDED SURVEY CONTROL
 NH1329
 NH1329  NAD 83(1986)-  42 39 51.08782(N)    089 02 31.02964(W) AD(       ) 2
 NH1329  NAD 27      -  42 39 51.05380(N)    089 02 30.62700(W) AD(       ) 2
 NH1329
 NH1329.Superseded values are not recommended for survey control.
 NH1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1329.See file dsdata.txt to determine how the superseded data were derived.
 NH1329
 NH1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3265725546(NAD 83)
 NH1329_MARKER: DS = TRIANGULATION STATION DISK
 NH1329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1329
 NH1329  HISTORY     - Date     Condition        Report By
 NH1329  HISTORY     - 1957     MONUMENTED       CGS
 NH1329  HISTORY     - 19950930 GOOD             USPSQD
 NH1329  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH1329
 NH1329                          STATION DESCRIPTION
 NH1329
 NH1329'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1329'THE STATION IS IN THE EXTREME SOUTHWEST PART OF THE CITY
 NH1329'OF JANESVILLE, ON THE SOUTH SIDE OF THE ROCK RIVER, NEAR
 NH1329'THE SOUTHEAST CORNER OF AN APPLE ORCHARD AND JUST WEST OF
 NH1329'THE WIRE FENCE AT THE WEST EDGE OF THE WISCONSIN SCHOOL FOR
 NH1329'THE BLIND PLAYGROUND, ON PROPERTY OWNED BY THE SCHOOL.  IT
 NH1329'IS 89 FEET NORTH OF THE CENTERLINE OF WEST STATE STREET, 20
 NH1329'FEET WEST OF A WIRE FENCE AND 22 FEET WEST OF A 24 INCH ELM
 NH1329'TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 NH1329'JANESVILLE NO 3 1935.
 NH1329'
 NH1329'REFERENCE MARK 1 IS IN A DENSE HEDGEROW, 124 FEET NORTH OF
 NH1329'REFERENCE MARK 3.  THE MEASUREMENT TO THIS MARK IS GOOD ONLY
 NH1329'TO THE NEAREST FOOT AND NO OBSERVED DIRECTION WAS TAKEN, DUE
 NH1329'TO OBSTRUCTIONS.  IT IS 6 INCHES EAST OF THE PLAYGROUND FENCE
 NH1329'AND 11 FEET SOUTH OF A 30 INCH ELM TREE.  THE MONUMENT PROJECTS
 NH1329'3 INCHES AND THE DISK IS STAMPED JANESVILLE NO 1 1935.
 NH1329'
 NH1329'THE AZIMUTH MARK IS 41 FEET NORTH OF THE CENTERLINE OF WEST
 NH1329'STATE STREET, 35 FEET EAST OF THE CENTERLINE OF SOUTH WILLARD
 NH1329'AVENUE, 24 FEET SOUTH OF A BOX ELDER TREE WITH FOUR TRUNKS
 NH1329'AND 2 FEET EAST OF A POWER LINE POLE.  THE MONUMENT IS FLUSH
 NH1329'AND THE DISK IS STAMPED JANESVILLE 1935.
 NH1329'
 NH1329'HEIGHT OF LIGHT ABOVE STATION MARK 30 METER
 NH1329
 NH1329                          STATION RECOVERY (1995)
 NH1329
 NH1329'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1329'RECOVERED IN GOOD CONDITION.
 NH1329
 NH1329                          STATION RECOVERY (2001)
 NH1329
 NH1329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1329'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1333 ***********************************************************************
 NH1333  DESIGNATION -  JANESVILLE ROCK CO CTHSE TWR
 NH1333  PID         -  NH1333
 NH1333  STATE/COUNTY-  WI/ROCK
 NH1333  USGS QUAD   -  JANESVILLE WEST (1976)
 NH1333
 NH1333                         *CURRENT SURVEY CONTROL
 NH1333  ___________________________________________________________________
 NH1333* NAD 83(1991)-  42 40 56.98042(N)    089 01 10.74292(W)     ADJUSTED  
 NH1333* NAVD 88     -                                                        
 NH1333  ___________________________________________________________________
 NH1333  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 NH1333  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 NH1333
 NH1333  HORZ ORDER  -  THIRD
 NH1333
 NH1333.The horizontal coordinates were established by classical geodetic methods
 NH1333.and adjusted by the National Geodetic Survey in November 1991..
 NH1333
 NH1333
 NH1333.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1333
 NH1333.The geoid height was determined by GEOID03.
 NH1333
 NH1333;                    North         East     Units Scale Factor Converg.
 NH1333;SPC WI S     -    76,291.930   680,347.992   MT  1.00001064   +0 40 25.0
 NH1333;SPC WI S     -   250,301.11  2,232,108.37   sFT  1.00001064   +0 40 25.0
 NH1333;UTM  16      - 4,727,534.834   334,533.690   MT  0.99993685   -1 22 10.2
 NH1333
 NH1333                          SUPERSEDED SURVEY CONTROL
 NH1333
 NH1333  NAD 83(1986)-  42 40 56.97571(N)    089 01 10.74716(W) AD(       ) 4
 NH1333  NAD 27      -  42 40 56.94200(N)    089 01 10.34700(W) AD(       ) 3
 NH1333
 NH1333.Superseded values are not recommended for survey control.
 NH1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1333.See file dsdata.txt to determine how the superseded data were derived.
 NH1333
 NH1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3453427535(NAD 83)
 NH1333_MARKER: 55 = TOWER
 NH1333
 NH1333  HISTORY     - Date     Condition        Report By
 NH1333  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1333  HISTORY     - 1957     GOOD             CGS
 NH1333  HISTORY     - 19950930 MARK NOT FOUND   USPSQD
 NH1333  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH1333  HISTORY     - 20021215 MARK NOT FOUND   USPSQD
 NH1333
 NH1333                          STATION DESCRIPTION
 NH1333
 NH1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1333'THIS STATION IS THE TOWER ON THE NORTHWEST SIDE OF THE ROCK
 NH1333'COUNTY COURTHOUSE IN THE EAST CENTRAL PART OF THE TOWN OF
 NH1333'JANESVILLE, WISCONSIN.  IT IS LOCATED IN THE CENTER OF COURTHOUSE
 NH1333'PARK, ABOUT 120 FEET SOUTHEAST OF THE CENTERLINE OF COURT
 NH1333'STREET AND ABOUT 215 FEET NORTHEAST OF THE CENTERLINE OF S.
 NH1333'BLUFF STREET.  IT WAS ERECTED IN 1870 AND IS FAIRLY PROMINENT.
 NH1333'
 NH1333'THE TOWER SETS ON AN OLD YELLOW BRICK BUILDING ABOUT 70 FEET
 NH1333'HIGH.  THE HIGHLY-ORNAMENTAL SQUARE TOWER IS ABOUT 30 FEET
 NH1333'HIGH AND HAS TWO ARCHED LOUVERED WINDOWS ON EACH SIDE AND A
 NH1333'PROJECTING ORNAMENTAL LEDGE.  THE FOUR-SIDED TRUNCATED PYRAMIDAL
 NH1333'ROOF IS ABOUT 15 FEET HIGH, HAS A ROUND MEDALLION ON EACH
 NH1333'SIDE AND A WHITE RAIL AROUND THE TOP.  THE TOTAL HEIGHT IS
 NH1333'ABOUT 115 FEET.
 NH1333
 NH1333                          STATION RECOVERY (1957)
 NH1333
 NH1333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1333'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 NH1333'CONDITION.  THE 1935 DESCRIPTION IS ADEQUATE.
 NH1333
 NH1333                          STATION RECOVERY (1995)
 NH1333
 NH1333'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1333'MARK NOT FOUND.
 NH1333
 NH1333                          STATION RECOVERY (2001)
 NH1333
 NH1333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1333'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH1333
 NH1333                          STATION RECOVERY (2002)
 NH1333
 NH1333'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 NH1333'NOT FOUND.  A NEW COURTHOUSE BUILDING HAS BEEN CONSTRUCTED.  IT IS
 NH1333'SOUTH OF COURT STREET AT PARKER PLACE EXTENDED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1352 ***********************************************************************
 NH1352  DESIGNATION -  JANESVILLE ROCK COUNTY AIRPORT BEACON
 NH1352  PID         -  NH1352
 NH1352  STATE/COUNTY-  WI/ROCK
 NH1352  USGS QUAD   -  BELOIT (1976)
 NH1352
 NH1352                         *CURRENT SURVEY CONTROL
 NH1352  ___________________________________________________________________
 NH1352* NAD 83(1991)-  42 36 51.40374(N)    089 02 29.04137(W)     ADJUSTED  
 NH1352* NAVD 88     -       244.     (meters)     801.     (feet)  SCALED    
 NH1352  ___________________________________________________________________
 NH1352  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 NH1352  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 NH1352
 NH1352  HORZ ORDER  -  THIRD
 NH1352
 NH1352.The horizontal coordinates were established by classical geodetic methods
 NH1352.and adjusted by the National Geodetic Survey in November 1991..
 NH1352
 NH1352.The orthometric height was scaled from a topographic map.
 NH1352
 NH1352.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1352
 NH1352.The geoid height was determined by GEOID03.
 NH1352
 NH1352;                    North         East     Units Scale Factor Converg.
 NH1352;SPC WI S     -    68,693.761   678,652.620   MT  1.00002613   +0 39 31.2
 NH1352;SPC WI S     -   225,372.78  2,226,546.14   sFT  1.00002613   +0 39 31.2
 NH1352;UTM  16      - 4,720,002.487   332,568.793   MT  0.99994491   -1 22 56.9
 NH1352
 NH1352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1352!SPC WI S     -   0.99996704  x   1.00002613  =   0.99999317
 NH1352!UTM  16      -   0.99996704  x   0.99994491  =   0.99991195
 NH1352
 NH1352                          SUPERSEDED SURVEY CONTROL
 NH1352
 NH1352  NAD 83(1986)-  42 36 51.39956(N)    089 02 29.04541(W) AD(       ) 4
 NH1352  NAD 27      -  42 36 51.36000(N)    089 02 28.64600(W) AD(       ) 3
 NH1352
 NH1352.Superseded values are not recommended for survey control.
 NH1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1352.See file dsdata.txt to determine how the superseded data were derived.
 NH1352
 NH1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3256920002(NAD 83)
 NH1352_MARKER: 21 = AIRPORT BEACON
 NH1352
 NH1352  HISTORY     - Date     Condition        Report By
 NH1352  HISTORY     - 1954     FIRST OBSERVED   CGS
 NH1352  HISTORY     - 1957     GOOD             CGS
 NH1352  HISTORY     - 1964     GOOD             CGS
 NH1352  HISTORY     - 1975     GOOD             NGS
 NH1352  HISTORY     - 1980     GOOD             NGS
 NH1352  HISTORY     - 19940601 GOOD             NGS
 NH1352  HISTORY     - 20010331 GOOD             NGS
 NH1352  HISTORY     - 20021215 GOOD             USPSQD
 NH1352
 NH1352                          STATION DESCRIPTION
 NH1352
 NH1352'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1352'STATION IS THE CENTER OF THE REVOLVING GREEN AND WHITE LIGHT,
 NH1352'LOCATED NEAR THE SOUTHWEST END OF THE AIRPORT ABOUT 200 FEET
 NH1352'SOUTH OF THE ADMINISTRATION BUILDING OF THE AIRPORT, ABOUT
 NH1352'8 MILES NORTH OF BELOIT AND 6 MILES SOUTH OF JANESVILLE.  THE
 NH1352'REVOLVING LIGHT IS ATOP AN ORANGE AND WHITE FOUR LEGGED STEEL
 NH1352'STRUCTURE 55 FEET HIGH AND IS FLANKED BY TWO METAL POLES
 NH1352'ABOUT 5 FEET HIGH WITH TWO RED LIGHTS ATOP EACH POLE
 NH1352'
 NH1352'TO REACH THE STATION FROM THE INTERSECTION OF EAST GRAND
 NH1352'AVENUE AND PLEASANT STREET AT THE POST OFFICE IN BELOIT,
 NH1352'GO NORTH ON PLEASANT STREET (U.S. HIGHWAY 51) FOR 8.2 MILES
 NH1352'TO A SIDE ROAD LEFT, TURN LEFT AND GO WEST ON PAVED ROAD FOR
 NH1352'0.55 MILE TO ENTRANCE TO AIRPORT ON THE RIGHT, TURN RIGHT
 NH1352'AND GO NORTH FOR 0.1 MILE TO THE STATION AS DESCRIBED.
 NH1352
 NH1352                          STATION RECOVERY (1957)
 NH1352
 NH1352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1352'THE STATION IS THE CENTER OF THE BEACON ATOP A STEEL TOWER
 NH1352'LOCATED AT THE ROCK COUNTY AIRPORT, APPROXIMATELY 3.5 MILES
 NH1352'SOUTH OF THE CITY OF JANESVILLE.  THE OVERALL HEIGHT IS
 NH1352'APPROXIMATELY 50 FEET AND THE SUPPORTING TOWER IS PAINTED
 NH1352'ORANGE AND WHITE.
 NH1352
 NH1352                          STATION RECOVERY (1964)
 NH1352
 NH1352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JMC)
 NH1352'STATION RECOVERED IN GOOD CONDITION.  PREVIOUS DESCRIPTION
 NH1352'ADEQUATE.
 NH1352
 NH1352                          STATION RECOVERY (1975)
 NH1352
 NH1352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JWB)
 NH1352'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NH1352
 NH1352                          STATION RECOVERY (1980)
 NH1352
 NH1352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (JWB)
 NH1352'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NH1352'
 NH1352'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES SOUTH
 NH1352'OF JANESVILLE.
 NH1352
 NH1352                          STATION RECOVERY (1994)
 NH1352
 NH1352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 NH1352'THE STATION IS LOCATED AT THE ROCK COUNTY AIRPORT, 430 FT (131.1 M)
 NH1352'SOUTH OF THE AIRPORT TERMINAL BUILDING, AND NEAR THE SOUTH END OF A
 NH1352'GRASS MEDIAN IN THE CENTER OF THE TERMINAL AUTO PARKING AREA.  THE
 NH1352'STATION IS A CLEAR AND GREEN BEACON MOUNTED ATOP A 50 FT (15.2 M)
 NH1352'HIGH, FOUR LEGGED STEEL TOWER.
 NH1352
 NH1352                          STATION RECOVERY (2001)
 NH1352
 NH1352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1352'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH1352
 NH1352                          STATION RECOVERY (2002)
 NH1352
 NH1352'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 NH1352'RECOVERED IN GOOD CONDITION.  TO REACH THE STATION, FROM THE
 NH1352'INTERSECTION OF U.S. HIGHWAY 51 AND HIGHWAY 11 ON THE SOUTH SIDE OF
 NH1352'JANESVILLE, PROCEED 1.7 MILES SOUTH ON HIGHWAY 51 TO WEST AIRPORT ROAD
 NH1352'ON THE RIGHT.  THE STATION IS 0.6 MILE WEST OF HIGHWAY 51 ON AIRPORT
 NH1352'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1334 ***********************************************************************
 NH1334  DESIGNATION -  JANESVILLE ROCK SUGAR CO STK
 NH1334  PID         -  NH1334
 NH1334  STATE/COUNTY-  WI/ROCK
 NH1334  USGS QUAD   -  JANESVILLE WEST (1976)
 NH1334
 NH1334                         *CURRENT SURVEY CONTROL
 NH1334  ___________________________________________________________________
 NH1334* NAD 83(1991)-  42 40 01.96237(N)    089 00 04.11760(W)     ADJUSTED  
 NH1334* NAVD 88     -                                                        
 NH1334  ___________________________________________________________________
 NH1334  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 NH1334  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 NH1334
 NH1334  HORZ ORDER  -  THIRD
 NH1334
 NH1334.The horizontal coordinates were established by classical geodetic methods
 NH1334.and adjusted by the National Geodetic Survey in November 1991..
 NH1334
 NH1334
 NH1334.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1334
 NH1334.The geoid height was determined by GEOID03.
 NH1334
 NH1334;                    North         East     Units Scale Factor Converg.
 NH1334;SPC WI S     -    74,612.321   681,885.065   MT  1.00001399   +0 41 10.7
 NH1334;SPC WI S     -   244,790.59  2,237,151.25   sFT  1.00001399   +0 41 10.7
 NH1334;UTM  16      - 4,725,801.633   336,009.794   MT  0.99993087   -1 21 23.6
 NH1334
 NH1334                          SUPERSEDED SURVEY CONTROL
 NH1334
 NH1334  NAD 83(1986)-  42 40 01.95775(N)    089 00 04.12239(W) AD(       ) 4
 NH1334  NAD 27      -  42 40 01.92200(N)    089 00 03.75300(W) AD(       ) 3
 NH1334
 NH1334.Superseded values are not recommended for survey control.
 NH1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1334.See file dsdata.txt to determine how the superseded data were derived.
 NH1334
 NH1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3601025802(NAD 83)
 NH1334_MARKER: 63 = STACK
 NH1334
 NH1334  HISTORY     - Date     Condition        Report By
 NH1334  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1334  HISTORY     - 1957     GOOD             CGS
 NH1334  HISTORY     - 1957     GOOD             CGS
 NH1334  HISTORY     - 19950930 MARK NOT FOUND   USPSQD
 NH1334  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH1334
 NH1334                          STATION DESCRIPTION
 NH1334
 NH1334'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1334'THIS STATION IS THE STACK AT THE ROCK COUNTY SUGAR COMPANY,
 NH1334'IN THE SOUTHEASTERN PART OF THE TOWN OF JANESVILLE, WISCONSIN.
 NH1334'IT IS LOCATED ABOUT 0.2 MILE EAST OF S. MAIN STREET AND
 NH1334'ABOUT 290 FEET NORTH OF THE CENTERLINE OF E. EASTERN AVENUE.
 NH1334'IT COULD NOT BE LEARNED WHEN THE STACK WAS ERECTED BUT THE
 NH1334'STACK IS QUITE OLD.  IT IS QUITE PROMINENT.
 NH1334'
 NH1334'THE STACK IS A YELLOW BRICK STRUCTURE ABOUT 190 FEET HIGH
 NH1334'WITH A 20-FOOT RED BRICK EXTENSION AT THE TOP.  THE STACK
 NH1334'IS ABOUT 16 FEET IN DIAMETER AT THE BASE AND ABOUT 8 FEET
 NH1334'IN DIAMETER AT THE TOP.  IT HAS STEEL RE-INFORCING BANDS
 NH1334'ALL THE WAY UP.  THE TOTAL HEIGHT IS ABOUT 210 FEET.
 NH1334
 NH1334                          STATION RECOVERY (1957)
 NH1334
 NH1334'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VES)
 NH1334'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION
 NH1334'IS ADEQUATE FOR PRESENT DAY RECOVERY.  THE STRUCTURE IS PRESENTLY
 NH1334'THE PROPERTY OF THE MIDWEST HOUSING CO.
 NH1334
 NH1334                          STATION RECOVERY (1957)
 NH1334
 NH1334'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1334'THE STATION WAS RECOVERED AS DESCRIBED AND THE DESCRIPTION
 NH1334'IS ADEQUATE.  THE STATION WAS FORMERLY NAMED ROCK COUNTY
 NH1334'SUGAR CO., STACK
 NH1334
 NH1334                          STATION RECOVERY (1995)
 NH1334
 NH1334'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1334'MARK NOT FOUND.
 NH1334
 NH1334                          STATION RECOVERY (2001)
 NH1334
 NH1334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1334'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1339 ***********************************************************************
 NH1339  DESIGNATION -  JANESVILLE SCH FOR BLIND STACK
 NH1339  PID         -  NH1339
 NH1339  STATE/COUNTY-  WI/ROCK
 NH1339  USGS QUAD   -  JANESVILLE WEST (1976)
 NH1339
 NH1339                         *CURRENT SURVEY CONTROL
 NH1339  ___________________________________________________________________
 NH1339* NAD 83(1991)-  42 39 54.88413(N)    089 02 24.74273(W)     ADJUSTED  
 NH1339* NAVD 88     -                                                        
 NH1339  ___________________________________________________________________
 NH1339  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 NH1339  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 NH1339
 NH1339  HORZ ORDER  -  THIRD
 NH1339
 NH1339.The horizontal coordinates were established by classical geodetic methods
 NH1339.and adjusted by the National Geodetic Survey in November 1991..
 NH1339
 NH1339
 NH1339.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1339
 NH1339.The geoid height was determined by GEOID03.
 NH1339
 NH1339;                    North         East     Units Scale Factor Converg.
 NH1339;SPC WI S     -    74,356.309   678,685.422   MT  1.00001442   +0 39 34.1
 NH1339;SPC WI S     -   243,950.66  2,226,653.76   sFT  1.00001442   +0 39 34.1
 NH1339;UTM  16      - 4,725,659.842   332,803.305   MT  0.99994394   -1 22 58.8
 NH1339
 NH1339                          SUPERSEDED SURVEY CONTROL
 NH1339
 NH1339  NAD 83(1986)-  42 39 54.87943(N)    089 02 24.74689(W) AD(       ) 4
 NH1339  NAD 27      -  42 39 54.84800(N)    089 02 24.34200(W) AD(       ) 3
 NH1339
 NH1339.Superseded values are not recommended for survey control.
 NH1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1339.See file dsdata.txt to determine how the superseded data were derived.
 NH1339
 NH1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3280325660(NAD 83)
 NH1339_MARKER: 63 = STACK
 NH1339
 NH1339  HISTORY     - Date     Condition        Report By
 NH1339  HISTORY     - 1957     FIRST OBSERVED   CGS
 NH1339  HISTORY     - 19950930 GOOD             USPSQD
 NH1339  HISTORY     - 20010331 GOOD             NGS
 NH1339  HISTORY     - 20021215 GOOD             USPSQD
 NH1339
 NH1339                          STATION DESCRIPTION
 NH1339
 NH1339'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1339'THE STATION IS THE CENTER OF THE TOP OF THE WISCONSIN STATE
 NH1339'SCHOOL FOR THE BLIND, STACK.  LOCATED IN THE EXTREME SOUTHWEST
 NH1339'SECTION OF JANESVILLE, ON WEST STATE STREET.
 NH1339'
 NH1339'THE STACK IS SQUARE AND IS CONSTRUCTED OF RED BRICK.  THE
 NH1339'OVERALL HEIGHT IS ABOUT 85 FEET.
 NH1339
 NH1339                          STATION RECOVERY (1995)
 NH1339
 NH1339'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1339'RECOVERED IN GOOD CONDITION.
 NH1339
 NH1339                          STATION RECOVERY (2001)
 NH1339
 NH1339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1339'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH1339
 NH1339                          STATION RECOVERY (2002)
 NH1339
 NH1339'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 NH1339'RECOVERED IN GOOD CONDITION.  IT IS NOW KNOWN AS THE SCHOOL FOR THE
 NH1339'VISUALLY HANDICAPPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1320 ***********************************************************************
 NH1320  DESIGNATION -  JANESVILLE SEVEN DAY ADVENT CH
 NH1320  PID         -  NH1320
 NH1320  STATE/COUNTY-  WI/ROCK
 NH1320  USGS QUAD   -  JANESVILLE WEST (1976)
 NH1320
 NH1320                         *CURRENT SURVEY CONTROL
 NH1320  ___________________________________________________________________
 NH1320* NAD 83(1991)-  42 40 49.23193(N)    089 01 35.15885(W)     ADJUSTED  
 NH1320* NAVD 88     -                                                        
 NH1320  ___________________________________________________________________
 NH1320  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 NH1320  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 NH1320
 NH1320  HORZ ORDER  -  THIRD
 NH1320
 NH1320.The horizontal coordinates were established by classical geodetic methods
 NH1320.and adjusted by the National Geodetic Survey in November 1991..
 NH1320
 NH1320
 NH1320.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1320
 NH1320.The geoid height was determined by GEOID03.
 NH1320
 NH1320;                    North         East     Units Scale Factor Converg.
 NH1320;SPC WI S     -    76,046.333   679,794.949   MT  1.00001111   +0 40 08.2
 NH1320;SPC WI S     -   249,495.34  2,230,293.93   sFT  1.00001111   +0 40 08.2
 NH1320;UTM  16      - 4,727,309.126   333,972.284   MT  0.99993914   -1 22 26.6
 NH1320
 NH1320                          SUPERSEDED SURVEY CONTROL
 NH1320
 NH1320  NAD 83(1986)-  42 40 49.22701(N)    089 01 35.16325(W) AD(       ) 4
 NH1320  NAD 27      -  42 40 49.19400(N)    089 01 34.76000(W) AD(       ) 3
 NH1320
 NH1320.Superseded values are not recommended for survey control.
 NH1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1320.See file dsdata.txt to determine how the superseded data were derived.
 NH1320
 NH1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3397227309(NAD 83)
 NH1320_MARKER: 86 = CUPOLA
 NH1320
 NH1320  HISTORY     - Date     Condition        Report By
 NH1320  HISTORY     - 1957     FIRST OBSERVED   CGS
 NH1320  HISTORY     - 19950930 GOOD             USPSQD
 NH1320  HISTORY     - 20010331 GOOD             NGS
 NH1320  HISTORY     - 20021215 GOOD             USPSQD
 NH1320
 NH1320                          STATION DESCRIPTION
 NH1320
 NH1320'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1320'THE STATION IS THE FINIAL AT THE APEX OF THE CUPOLA.  IT IS
 NH1320'LOCATED 20 FEET NORTH OF THE CENTERLINE OF SCHOOL STREET,
 NH1320'30 FEET EAST OF THE CENTERLINE OF SOUTH ACADEMY STREET AND
 NH1320'120 FEET SOUTHEAST OF THE ST. PAULS LUTHERAN SCHOOL.  IT IS
 NH1320'OF GREY BRICK CONSTRUCTION AND IS ATTACHED TO THE WEST SECTION
 NH1320'OF THE BUILDING.  OVERALL HEIGHT IS APPROXIMATELY 95 FEET.
 NH1320
 NH1320                          STATION RECOVERY (1995)
 NH1320
 NH1320'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1320'RECOVERED IN GOOD CONDITION.
 NH1320
 NH1320                          STATION RECOVERY (2001)
 NH1320
 NH1320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1320'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH1320
 NH1320                          STATION RECOVERY (2002)
 NH1320
 NH1320'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 NH1320'RECOVERED IN GOOD CONDITION. THE CHURCH IS NOW NAMED THE ALL SAINTS
 NH1320'ANGLICAN CHURCH.  IT IS LOCATED AT 169 S. ACADEMY STREET AT THE
 NH1320'NORTHEAST SECTION OF THE INTERSECTION OF SOUTH ACADEMY STREET AND WEST
 NH1320'VAN BUREN STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1322 ***********************************************************************
 NH1322  DESIGNATION -  JANESVILLE ST MARYS CH SPIRE
 NH1322  PID         -  NH1322
 NH1322  STATE/COUNTY-  WI/ROCK
 NH1322  USGS QUAD   -  JANESVILLE WEST (1976)
 NH1322
 NH1322                         *CURRENT SURVEY CONTROL
 NH1322  ___________________________________________________________________
 NH1322* NAD 83(1991)-  42 41 07.57353(N)    089 01 14.71043(W)     ADJUSTED  
 NH1322* NAVD 88     -                                                        
 NH1322  ___________________________________________________________________
 NH1322  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 NH1322  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 NH1322
 NH1322  HORZ ORDER  -  THIRD
 NH1322
 NH1322.The horizontal coordinates were established by classical geodetic methods
 NH1322.and adjusted by the National Geodetic Survey in November 1991..
 NH1322
 NH1322
 NH1322.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1322
 NH1322.The geoid height was determined by GEOID03.
 NH1322
 NH1322;                    North         East     Units Scale Factor Converg.
 NH1322;SPC WI S     -    76,617.725   680,253.832   MT  1.00001000   +0 40 22.2
 NH1322;SPC WI S     -   251,369.99  2,231,799.45   sFT  1.00001000   +0 40 22.2
 NH1322;UTM  16      - 4,727,863.755   334,451.212   MT  0.99993719   -1 22 13.2
 NH1322
 NH1322                          SUPERSEDED SURVEY CONTROL
 NH1322
 NH1322  NAD 83(1986)-  42 41 07.56857(N)    089 01 14.71496(W) AD(       ) 4
 NH1322  NAD 27      -  42 41 07.53600(N)    089 01 14.31600(W) AD(       ) 3
 NH1322
 NH1322.Superseded values are not recommended for survey control.
 NH1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1322.See file dsdata.txt to determine how the superseded data were derived.
 NH1322
 NH1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3445127864(NAD 83)
 NH1322_MARKER: 90 = CHURCH SPIRE
 NH1322
 NH1322  HISTORY     - Date     Condition        Report By
 NH1322  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1322  HISTORY     - 1957     GOOD             CGS
 NH1322  HISTORY     - 1957     GOOD             CGS
 NH1322  HISTORY     - 19950930 GOOD             USPSQD
 NH1322  HISTORY     - 20010331 GOOD             NGS
 NH1322  HISTORY     - 20021215 GOOD             USPSQD
 NH1322
 NH1322                          STATION DESCRIPTION
 NH1322
 NH1322'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1322'THIS STATION IS THE SPIRE ON THE EAST CORNER OF ST. MARYS
 NH1322'CHURCH IN THE TOWN OF JANESVILLE, WISCONSIN.  IT IS LOCATED
 NH1322'ABOUT 60 FEET SOUTHWEST OF THE CENTERLINE OF WISCONSIN STREET,
 NH1322'AND ABOUT 60 FEET NORTHWEST OF THE CENTERLINE OF N. FIRST
 NH1322'STREET.  THE CHURCH WAS ERECTED IN 1901.  THE SPIRE IS
 NH1322'EXCEPTIONALLY PROMINENT.
 NH1322'
 NH1322'THE BASE OF THE SPIRE IS A SQUARE RED BRICK TOWER ABOUT 90
 NH1322'FEET HIGH WITH TALL GOTHIC LOUVERED WINDOWS ON EACH SIDE.
 NH1322'THERE IS A TALL SLIM TURRET ON EACH CORNER AT THE TOP. THE
 NH1322'GREY OCTAGONAL SPIRE, WITH GREEN STRIPPING AT THE JUNCTION
 NH1322'OF THE FACES, IS ABOUT 80 FEET HIGH.  IT HAS A GREEN COLLAR
 NH1322'ABOUT ONE-HALF THE WAY UP AND THREE GREEN PLATES AND A GOLD
 NH1322'CROSS AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT 175 FEET.
 NH1322
 NH1322                          STATION RECOVERY (1957)
 NH1322
 NH1322'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VES)
 NH1322'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NH1322
 NH1322                          STATION RECOVERY (1957)
 NH1322
 NH1322'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1322'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 NH1322'CONDITION.  THE 1935 DESCRIPTION IS ADEQUATE.
 NH1322
 NH1322                          STATION RECOVERY (1995)
 NH1322
 NH1322'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1322'RECOVERED IN GOOD CONDITION.
 NH1322
 NH1322                          STATION RECOVERY (2001)
 NH1322
 NH1322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1322'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH1322
 NH1322                          STATION RECOVERY (2002)
 NH1322
 NH1322'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 NH1322'RECOVERED IN GOOD CONDITION. THE SPIRE HAS BEEN RESURFACED WITH GRAY
 NH1322'SHINGLES.  CORRECTION -- IT IS AT THE INTERSECTION OF NORTH WISCONSIN
 NH1322'STREET AND EAST WALL STREET (JANESVILLE HAS NO NUMBERED STREETS -
 NH1322'FIRST STREET DOES NOT EXIST).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1336 ***********************************************************************
 NH1336  DESIGNATION -  JANESVILLE ST PATRICKS CATH CH
 NH1336  PID         -  NH1336
 NH1336  STATE/COUNTY-  WI/ROCK
 NH1336  USGS QUAD   -  JANESVILLE WEST (1976)
 NH1336
 NH1336                         *CURRENT SURVEY CONTROL
 NH1336  ___________________________________________________________________
 NH1336* NAD 83(1991)-  42 40 35.22781(N)    089 01 35.96023(W)     ADJUSTED  
 NH1336* NAVD 88     -                                                        
 NH1336  ___________________________________________________________________
 NH1336  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 NH1336  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 NH1336
 NH1336  HORZ ORDER  -  THIRD
 NH1336
 NH1336.The horizontal coordinates were established by classical geodetic methods
 NH1336.and adjusted by the National Geodetic Survey in November 1991..
 NH1336
 NH1336
 NH1336.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1336
 NH1336.The geoid height was determined by GEOID03.
 NH1336
 NH1336;                    North         East     Units Scale Factor Converg.
 NH1336;SPC WI S     -    75,614.015   679,781.749   MT  1.00001195   +0 40 07.6
 NH1336;SPC WI S     -   248,076.98  2,230,250.62   sFT  1.00001195   +0 40 07.6
 NH1336;UTM  16      - 4,726,877.584   333,943.683   MT  0.99993926   -1 22 26.7
 NH1336
 NH1336                          SUPERSEDED SURVEY CONTROL
 NH1336
 NH1336  NAD 83(1986)-  42 40 35.22300(N)    089 01 35.96460(W) AD(       ) 4
 NH1336  NAD 27      -  42 40 35.18900(N)    089 01 35.55900(W) AD(       ) 3
 NH1336
 NH1336.Superseded values are not recommended for survey control.
 NH1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1336.See file dsdata.txt to determine how the superseded data were derived.
 NH1336
 NH1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3394426878(NAD 83)
 NH1336_MARKER: 55 = TOWER
 NH1336
 NH1336  HISTORY     - Date     Condition        Report By
 NH1336  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1336  HISTORY     - 1957     GOOD             CGS
 NH1336  HISTORY     - 19950930 GOOD             USPSQD
 NH1336  HISTORY     - 20010331 GOOD             NGS
 NH1336  HISTORY     - 20021215 GOOD             USPSQD
 NH1336
 NH1336                          STATION DESCRIPTION
 NH1336
 NH1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1336'THIS STATION IS THE TOWER ON THE WEST END OF ST. JOSEPHS
 NH1336'CONVENT IN THE TOWN OF JANESVILLE, WISCONSIN.  IT IS LOCATED
 NH1336'ABOUT 90 FEET SOUTH OF THE CENTERLINE OF HOLMES STREET AND
 NH1336'ABOUT 45 FEET EAST OF THE CENTERLINE OF CHERRY STREET, IN
 NH1336'THE SOUTHERN PART OF THE TOWN.  THE TOWER WAS ERECTED IN 1892.
 NH1336'IT IS QUITE PROMINENT.
 NH1336'
 NH1336'THE TOWER IS A SQUARE YELLOW BRICK STRUCTURE, HALF INSET
 NH1336'INTO THE WEST END OF A YELLOW BRICK BUILDING.  THE TOWER
 NH1336'IS ABOUT 80 FEET HIGH AND HAS AN ARCHED STAINED GLASS WINDOW
 NH1336'ON THE WEST SIDE.  THE CORNERS OF THE TOWER ARE TAPERED OFF
 NH1336'AT THE TOP AT A 45 DEG ANGLE.  ON THE TOWER SETS AN OCTAGONAL
 NH1336'CONCRETE CUPOLA ABOUT 25 FEET HIGH WITH A TALL ARCHED LOUVERED
 NH1336'WINDOW IN EACH FACE AND A GABLE OVER EACH.  THE GREY OCTAGONAL
 NH1336'SPIRE-SHAPED ROOF IS ABOUT 30 FEET HIGH AND HAS A SQUARE
 NH1336'PLATE AND AN 8-FOOT GOLD CROSS AT ITS APEX.  THE TOTAL
 NH1336'HEIGHT IS ABOUT 145 FEET.
 NH1336
 NH1336                          STATION RECOVERY (1957)
 NH1336
 NH1336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1336'THE STATION IS THE FINIAL AT THE APEX OF THE SPIRE ON THE
 NH1336'ST. PATRICKS CATHOLIC CHURCH IN JANESVILLE, WISCONSIN.  IT
 NH1336'IS LOCATED 60 FEET SOUTH OF THE CENTERLINE OF HOLMES STREET
 NH1336'AND 45 FEET EAST OF THE CENTERLINE OF CHERRY STREET, IN THE
 NH1336'SOUTHERN PART OF TOWN.  THE TOWER WAS ERECTED IN 1892 AND
 NH1336'IS QUITE PROMINENT.
 NH1336'
 NH1336'THE SPIRE IS OF YELLOW BRICK CONSTRUCTION AND IS CONNECTED
 NH1336'TO THE WEST END OF THE BUILDING.  THE BASE OF THE SPIRE IS
 NH1336'ABOUT 80 FEET HIGH AND HAS AN ARCHED STAINED GLASS WINDOW
 NH1336'ON THE WEST SIDE.  ON THE BASE SETS AN OCTOGNAL CONCRETE
 NH1336'CUPOLA ABOUT 25 FEET HIGH WITH A SPIRE SHAPED ROOF WHICH IS
 NH1336'30 FEET HIGH WITH AN 8 FOOT GOLD COLORED CROSS AT ITS APEX.
 NH1336'TOTAL HEIGHT IS 145 FEET.
 NH1336'
 NH1336'PROBABLY THE SAME AS JANESVILLE, ST. JOSEPHS CONVENT, TOWER,
 NH1336'1935.
 NH1336
 NH1336                          STATION RECOVERY (1995)
 NH1336
 NH1336'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1336'RECOVERED IN GOOD CONDITION.
 NH1336
 NH1336                          STATION RECOVERY (2001)
 NH1336
 NH1336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1336'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH1336
 NH1336                          STATION RECOVERY (2002)
 NH1336
 NH1336'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 NH1336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4888 ***********************************************************************
 DG4888  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4888  DESIGNATION -  JANESVILLE W GPS
 DG4888  PID         -  DG4888
 DG4888  STATE/COUNTY-  WI/ROCK
 DG4888  USGS QUAD   -  JANESVILLE WEST (1976)
 DG4888
 DG4888                         *CURRENT SURVEY CONTROL
 DG4888  ___________________________________________________________________
 DG4888* NAD 83(1997)-  42 42 37.73296(N)    089 07 17.61930(W)     ADJUSTED  
 DG4888* NAVD 88     -       294.96   (meters)     967.7    (feet)  GPS OBS   
 DG4888  ___________________________________________________________________
 DG4888  X           -      71,964.280 (meters)                     COMP
 DG4888  Y           -  -4,693,468.805 (meters)                     COMP
 DG4888  Z           -   4,304,101.307 (meters)                     COMP
 DG4888  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 DG4888  ELLIP HEIGHT-         261.10  (meters)          (04/02/04) GPS OBS
 DG4888  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 DG4888
 DG4888  HORZ ORDER  -  FIRST
 DG4888  ELLP ORDER  -  FOURTH    CLASS I
 DG4888
 DG4888.The horizontal coordinates were established by GPS observations
 DG4888.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4888
 DG4888.The orthometric height was determined by GPS observations and a
 DG4888.high-resolution geoid model using precise GPS observation and
 DG4888.processing techniques.
 DG4888
 DG4888.Photographs are available for this station.
 DG4888
 DG4888.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4888
 DG4888.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4888
 DG4888.The ellipsoidal height was determined by GPS observations
 DG4888.and is referenced to NAD 83.
 DG4888
 DG4888.The geoid height was determined by GEOID03.
 DG4888
 DG4888;                    North         East     Units Scale Factor Converg.
 DG4888;SPC WI S     -    79,307.656   671,963.164   MT  1.00000469   +0 36 12.9
 DG4888;SPC WI S     -   260,195.20  2,204,599.15   sFT  1.00000469   +0 36 12.9
 DG4888;UTM  16      - 4,730,847.386   326,262.147   MT  0.99997137   -1 26 21.8
 DG4888
 DG4888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4888!SPC WI S     -   0.99995905  x   1.00000469  =   0.99996374
 DG4888!UTM  16      -   0.99995905  x   0.99997137  =   0.99993042
 DG4888
 DG4888                          SUPERSEDED SURVEY CONTROL
 DG4888
 DG4888.No superseded survey control is available for this station.
 DG4888
 DG4888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2626230847(NAD 83)
 DG4888_MARKER: DD = SURVEY DISK
 DG4888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4888_STAMPING: JANESVILLE W GPS 2002
 DG4888_MARK LOGO: WIDT  
 DG4888_PROJECTION: FLUSH
 DG4888_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4888+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2004
 DG4888
 DG4888  HISTORY     - Date     Condition        Report By
 DG4888  HISTORY     - 2001     MONUMENTED       WIDT
 DG4888  HISTORY     - 20040411 GOOD             USPSQD
 DG4888
 DG4888                          STATION DESCRIPTION
 DG4888
 DG4888'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4888'THE STATION IS LOCATED ABOUT 16 KM EAST-SOUTHEAST OF EVANSVILLE, 14 KM
 DG4888'SOUTHWEST OF EDGERTON, AND 9 KM WEST NORTHWEST OF JANESVILLE.
 DG4888'OWNERSHIP--TOWN OF JANESVILLE.  TO REACH THE STATION FROM THE JUNCTION
 DG4888'OF U.S. HIGHWAY 14 WITH US HIGHWAY 51 ABOUT 4 KM NORTH OF THE CITY OF
 DG4888'JANESVILLE, GO WEST ON US HIGHWAY 14 FOR 7.2 KM TO POLZIN ROAD ON THE
 DG4888'LEFT, TURN LEFT AND GO SOUTH ON POLZIN ROAD FOR 1.6 KM TO FENRICK ROAD
 DG4888'ON THE LEFT, CONTINUE SOUTH ON POLZIN ROAD FOR 0.6 KM TO THE STATION
 DG4888'ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DG4888'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DG4888'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL
 DG4888'WITH THE ROAD PAVEMENT.  THE STATION IS 5.0 M EAST OF THE CENTERLINE
 DG4888'OF POLZIN ROAD, 1.0 KM NORTH OF THE CENTERLINE OF COUNTY HIGHWAY A,
 DG4888'56.0 M SOUTH OF POWER POLE--3D19E16--, 41.9 M NORTH OF POWER
 DG4888'POLE--3D19E17--, AND 6 M WEST OF A CULTIVATED FIELD.  ---NOTE---THE
 DG4888'STATION IS WEST, EAST AND NORTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS
 DG4888'POST.  ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DG4888'HIGHER THAN 20 DEGREES EXCEPT A TREE TO THE SOUTHWEST  EXTENDING TO 60
 DG4888'DEGREES AND A POWER POLE TO THE SOUTH EXTENDING TO 50 DEGREES.
 DG4888' 
 DG4888'
 DG4888
 DG4888                          STATION RECOVERY (2004)
 DG4888
 DG4888'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DG4888'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 1 M WEST OF AN
 DG4888'ORANGE 4X4 PLASTIC WITNESS POST.  THERE IS ONLY ONE WITNESS POST
 DG4888'PRESENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1338 ***********************************************************************
 NH1338  DESIGNATION -  JANESVILLE WISC SCH BLIND DOME
 NH1338  PID         -  NH1338
 NH1338  STATE/COUNTY-  WI/ROCK
 NH1338  USGS QUAD   -  JANESVILLE WEST (1976)
 NH1338
 NH1338                         *CURRENT SURVEY CONTROL
 NH1338  ___________________________________________________________________
 NH1338* NAD 83(1991)-  42 39 53.41382(N)    089 02 24.75100(W)     ADJUSTED  
 NH1338* NAVD 88     -                                                        
 NH1338  ___________________________________________________________________
 NH1338  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 NH1338  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 NH1338
 NH1338  HORZ ORDER  -  THIRD
 NH1338
 NH1338.The horizontal coordinates were established by classical geodetic methods
 NH1338.and adjusted by the National Geodetic Survey in November 1991..
 NH1338
 NH1338
 NH1338.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1338
 NH1338.The geoid height was determined by GEOID03.
 NH1338
 NH1338;                    North         East     Units Scale Factor Converg.
 NH1338;SPC WI S     -    74,310.939   678,685.756   MT  1.00001451   +0 39 34.1
 NH1338;SPC WI S     -   243,801.81  2,226,654.85   sFT  1.00001451   +0 39 34.1
 NH1338;UTM  16      - 4,725,614.492   332,802.022   MT  0.99994394   -1 22 58.8
 NH1338
 NH1338                          SUPERSEDED SURVEY CONTROL
 NH1338
 NH1338  NAD 83(1986)-  42 39 53.40927(N)    089 02 24.75515(W) AD(       ) 4
 NH1338  NAD 27      -  42 39 53.37500(N)    089 02 24.35400(W) AD(       ) 3
 NH1338
 NH1338.Superseded values are not recommended for survey control.
 NH1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1338.See file dsdata.txt to determine how the superseded data were derived.
 NH1338
 NH1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3280225614(NAD 83)
 NH1338_MARKER: 87 = DOME
 NH1338
 NH1338  HISTORY     - Date     Condition        Report By
 NH1338  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1338  HISTORY     - 1957     GOOD             CGS
 NH1338  HISTORY     - 19950930 MARK NOT FOUND   USPSQD
 NH1338  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH1338  HISTORY     - 20021215 MARK NOT FOUND   USPSQD
 NH1338
 NH1338                          STATION DESCRIPTION
 NH1338
 NH1338'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1338'THIS STATION IS THE DOME ON THE MAIN BUILDING AT THE WISCONSIN
 NH1338'STATE SCHOOL FOR THE BLIND, IN THE SOUTHWESTERN PART OF THE
 NH1338'TOWN OF JANESVILLE, WISCONSIN.  IT IS LOCATED ABOUT 240 FEET
 NH1338'NORTH OF THE CENTERLINE OF W. STATE STREET, AND ABOUT 285 FEET
 NH1338'EAST OF THE CENTERLINE OF S. OAK HILL AVENUE.  THE BUILDING
 NH1338'WAS ERECTED IN 1876.  THE DOME IS QUITE PROMINENT.
 NH1338'
 NH1338'THE BUILDING IS ABOUT 80 FEET HIGH.  THE DOME SETS ON AN
 NH1338'OCTAGONAL YELLOW CUPOLA ABOUT 20 FEET HIGH WITH ARCHED GLAZED
 NH1338'WINDOWS ON THE EIGHT SIDES AND SMALL GABLES ON THE NORTH,
 NH1338'SOUTH, EAST, AND WEST SIDES.  THE OCTAGONAL YELLOW DOME HAS
 NH1338'ROUND GLAZED WINDOWS IN THE EAST, NORTH, WEST, AND SOUTH SIDES.
 NH1338'IT, TOGETHER WITH ITS 3-FOOT YELLOW SHINGLED BASE, IS ABOUT
 NH1338'15 FEET HIGH.  IT HAS A 10-FOOT ORNAMENTAL FINIAL AT ITS APEX.
 NH1338'THE TOTAL HEIGHT IS ABOUT 125 FEET.
 NH1338
 NH1338                          STATION RECOVERY (1957)
 NH1338
 NH1338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1338'THE STATION WAS RECOVERED AS DESCRIBED AND THE DESCRIPTION
 NH1338'IS ADEQUATE.
 NH1338
 NH1338                          STATION RECOVERY (1995)
 NH1338
 NH1338'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1338'MARK NOT FOUND.
 NH1338
 NH1338                          STATION RECOVERY (2001)
 NH1338
 NH1338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1338'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH1338
 NH1338                          STATION RECOVERY (2002)
 NH1338
 NH1338'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 NH1338'NOT FOUND.  NEW ONE AND TWO STORY BRICK BUILDINGS HAVE BEEN
 NH1338'CONSTRUCTED ON THE VISUALLY HANDICAPPED CAMPUS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1130 ***********************************************************************
 PN1130  DESIGNATION -  JANET 1921
 PN1130  PID         -  PN1130
 PN1130  STATE/COUNTY-  WI/WOOD
 PN1130  USGS QUAD   -  VESPER (1984)
 PN1130
 PN1130                         *CURRENT SURVEY CONTROL
 PN1130  ___________________________________________________________________
 PN1130* NAD 83(1991)-  44 28 09.06906(N)    089 56 24.77202(W)     ADJUSTED  
 PN1130* NAVD 88     -       342.3    (meters)    1123.     (feet)  VERTCON   
 PN1130  ___________________________________________________________________
 PN1130  LAPLACE CORR-          -6.71  (seconds)                    DEFLEC99
 PN1130  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 PN1130
 PN1130  HORZ ORDER  -  FIRST
 PN1130
 PN1130.The horizontal coordinates were established by classical geodetic methods
 PN1130.and adjusted by the National Geodetic Survey in November 1991..
 PN1130
 PN1130.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1130
 PN1130.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1130
 PN1130.The geoid height was determined by GEOID03.
 PN1130
 PN1130;                    North         East     Units Scale Factor Converg.
 PN1130;SPC WI C     -    70,656.407   604,757.059   MT  0.99996578   +0 02 31.9
 PN1130;SPC WI C     -   231,811.90  1,984,107.12   sFT  0.99996578   +0 02 31.9
 PN1130;UTM  16      - 4,928,191.856   266,134.450   MT  1.00027266   -2 03 38.3
 PN1130;UTM  15      - 4,928,541.031   743,376.444   MT  1.00032849   +2 08 40.2
 PN1130
 PN1130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1130!SPC WI C     -   0.99995181  x   0.99996578  =   0.99991759
 PN1130!UTM  16      -   0.99995181  x   1.00027266  =   1.00022445
 PN1130!UTM  15      -   0.99995181  x   1.00032849  =   1.00028028
 PN1130
 PN1130|---------------------------------------------------------------------|
 PN1130| PID    Reference Object                     Distance      Geod. Az  |
 PN1130|                                                           dddmmss.s |
 PN1130| PN1132 JANET 1921 RM 2                      96.187 METERS 04856     |
 PN1130| PN1131 JANET 1921 AZ MK                    442.718 METERS 0515948.4 |
 PN1130| PN1133 JANET 1921 RM                        35.068 METERS 30334     |
 PN1130|---------------------------------------------------------------------|
 PN1130
 PN1130                          SUPERSEDED SURVEY CONTROL
 PN1130
 PN1130  NAD 83(1986)-  44 28 09.06682(N)    089 56 24.77898(W) AD(       ) 1
 PN1130  NAD 27      -  44 28 09.20269(N)    089 56 24.32501(W) AD(       ) 1
 PN1130  NGVD 29 (07/19/86)  342.3    (m)         1123.     (f) VERT ANG       
 PN1130
 PN1130.Superseded values are not recommended for survey control.
 PN1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1130.See file dsdata.txt to determine how the superseded data were derived.
 PN1130
 PN1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ6613428192(NAD 83)
 PN1130_MARKER: DS = TRIANGULATION STATION DISK
 PN1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1130_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PN1130_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PN1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1130+STABILITY: SURFACE MOTION
 PN1130
 PN1130  HISTORY     - Date     Condition        Report By
 PN1130  HISTORY     - 1921     MONUMENTED       CGS
 PN1130  HISTORY     - 1930     GOOD             CGS
 PN1130  HISTORY     - 1935     GOOD             WIGS
 PN1130  HISTORY     - 1980     GOOD             NGS
 PN1130
 PN1130                          STATION DESCRIPTION
 PN1130
 PN1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 PN1130'STATION IS LOCATED ABOUT 1-3/4 MILES S OF VESPER, BETWEEN THE
 PN1130'TRACKS OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 PN1130'RAILWAY AND THE NORTH WESTERN RAILWAY.  IT IS ABOUT 200
 PN1130'METERS N OF ROAD CROSSING NEAR THE RED BRICK SCHOOLHOUSE ON
 PN1130'THE E SIDE OF THE TRACK.  WEST RAIL SOO LINE 12.31 METERS
 PN1130'(40.40 FEET), E RAIL NORTH WESTERN RAILWAY 18.00 METERS
 PN1130'(59.08 FEET).  REFERENCE MARK IS LOCATED BETWEEN THE ABOVE
 PN1130'TRACKS N OF STATION, ABOUT 2 METERS FROM TELEGRAPH POLE.
 PN1130'STATION IS ABOUT 300 METERS N OF MILEPOST.
 PN1130'
 PN1130'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 PN1130'DISKS SET IN CONCRETE.
 PN1130
 PN1130                          STATION RECOVERY (1930)
 PN1130
 PN1130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PN1130'MARK FOUND AS DESCRIBED.  DESCRIPTION IS ADEQUATE.  MARK
 PN1130'IN GOOD CONDITION.
 PN1130
 PN1130                          STATION RECOVERY (1935)
 PN1130
 PN1130'RECOVERY NOTE BY WISCONSIN GEODETIC SURVEY 1935
 PN1130'DESCRIPTION ADEQUATE.  MARK FOUND AS DESCRIBED IN GOOD CONDITION.
 PN1130
 PN1130                          STATION RECOVERY (1980)
 PN1130
 PN1130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (EDW)
 PN1130'THE STATION MARK AND THE REFERENCE MARK WERE FOUND IN GOOD
 PN1130'CONDITION. THERE WAS NO DIFFERENCE FOUND IN THE TAPED DISTANCE
 PN1130'BETWEEN THE STATION AND THE REFERENCE MARK. A COMPARISON
 PN1130'IN HORIZONTAL DIRECTION WAS UNABLE TO BE MADE AT THIS TIME.
 PN1130'REFERENCE MARK NUMBER 2 WAS SET AT THIS TIME AND WAS USED AS THE
 PN1130'STATION BECAUSE OF OVERHEAD POWER LINES AT JANET. AN ELECTRONIC
 PN1130'DISTANCE MEASUREMENT TIE WAS MADE BETWEEN JANET AND JANET RM 2.
 PN1130'A NEW DESCRIPTION FOLLOWS.
 PN1130'
 PN1130'THE STATION IS LOCATED 1-3/4 MILES SOUTH OF VESPER, BETWEEN THE
 PN1130'TRACKS OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY
 PN1130'AND AN ABANDONED RAILROAD BED.
 PN1130'OWNERSHIP--MR. WILLIAM MURRAY, ROUTE 1, VESPER, WISCONSIN,
 PN1130'(PHONE NUMBER 715-569-4377).
 PN1130'
 PN1130'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 13, 73
 PN1130'AND 34 ON THE WEST SIDE OF WISCONSIN RAPIDS, GO NORTH ON
 PN1130'STATE HIGHWAY 34 FOR 0.65 MILE TO THE JUNCTION OF BONOW AVENUE
 PN1130'ON THE LEFT ACROSS FROM THE ENTRANCE TO THE CONSOLDATED PAPER
 PN1130'MILL. TURN LEFT AND GO 0.05 MILE, BEAR RIGHT AND NORTHEAST
 PN1130'ON THE MAIN ROAD FOR 1.5 MILES TO THE JUNCTION OF COUNTY
 PN1130'ROUTE F. CONTINUE AHEAD AND NORTHWEST ON COUNTY ROUTE F FOR
 PN1130'5.2 MILES TO THE JUNCTION WITH COUNTY ROUTE HH ON THE LEFT.
 PN1130'TURN LEFT AND GO SOUTH FOR 200 FEET TO THE JUNCTION WITH A GRAVEL
 PN1130'ROAD (TOWN HALL ROAD) ON THE RIGHT. TURN RIGHT AND GO NORTH ON
 PN1130'TOWN HALL ROAD FOR 0.55 MILE TO A DRIVEWAY ON THE RIGHT, AT FIRE
 PN1130'NO. L-377. TURN RIGHT AND GO NORTH ON THE DRIVEWAY FOR 0.1 MILE
 PN1130'TO A TRAILER HOUSE, HOME OF MR. MURRAY, THE STATION PROPERTY
 PN1130'OWNER. BEAR LEFT AND WORK YOUR WAY AROUND THE TRAILER AND OTHER
 PN1130'BUILDINGS, THEN FOLLOW THE FIELD ROAD AROUND THE SOUTHWEST EDGE OF
 PN1130'THE FIELD UNTIL THE ROAD TURNS RIGHT AND NORTHWEST. BEAR LEFT AND
 PN1130'THEN RIGHT AND NORTHWEST ALONG THE ABONDONED RAILROAD BED AND
 PN1130'POWER LINE FOR 0.05 MILE TO THE STATION MARK ON THE LEFT.
 PN1130'
 PN1130'THE STATION IS A STANDARD USC AND GS DISK
 PN1130'STAMPED---JANET 1921---,
 PN1130'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 PN1130'PROJECTING 6 CM ABOVE THE GROUND.  IT IS LOCATED
 PN1130'12.5 METERS (41.0 FT) SOUTHWEST FROM THE CENTER OF THE ABANDONED
 PN1130'RAILROAD BED,
 PN1130'27.43 METERS (90.0 FT) WEST FROM UTILITY POLE NUMBER 23-5-17 16/6,
 PN1130'3.96 METERS (13.0 FT) NORTHEAST FROM A FENCE LINE,
 PN1130'0.51 METER (1.7 FT) NORTHEAST FROM A METAL WITNESS POST.
 PN1130'THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 PN1130'ACCORDING TO THE 1921 DATA.
 PN1130'
 PN1130'REFERENCE MARK IS A STANDARD USC AND GS DISK
 PN1130'STAMPED---JANET 1921---,
 PN1130'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 PN1130'FLUSH WITH GROUND.  IT IS LOCATED
 PN1130'16.46 METERS (54 FT) SOUTHWEST FROM THE CENTER OF AN ABANDONED
 PN1130'RAILROAD BED,
 PN1130'13.96 METERS (45.8 FT) NORTHEAST FROM THE NORTHEAST RAIL OF THE
 PN1130'RAILROAD,
 PN1130'0.46 METERS (1.5 FT) EAST FROM A METAL WITNESS POST AND
 PN1130'0.21 METER (0.7 FT) SOUTHWEST FROM A FENCE LINE.
 PN1130'MARK IS LEVEL WITH STATION.
 PN1130'
 PN1130'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 PN1130'STAMPED---JANET 1921 NO 2 1980---,
 PN1130'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN1130'RECESSED 46 CM BELOW THE GROUND.  IT IS LOCATED
 PN1130'38.71 METERS (127 FT) NORTH FROM THE CENTER OF A FIELD ROAD,
 PN1130'3.35 METERS (11 FT) EAST FROM THE CENTER OF A ROW OF SMALL FRUIT
 PN1130'TREES,
 PN1130'3.2 METERS (10.5 FT) WEST FROM THE CENTER OF A ROW OF SMALL FRUIT
 PN1130'TREES.
 PN1130'MARK IS LEVEL WITH STATION.
 PN1130'
 PN1130'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 PN1130'STAMPED---JANET 1921 1980---,
 PN1130'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN1130'PROJECTING 9 CM ABOVE THE GROUND.  IT IS LOCATED
 PN1130'12.023 METERS (39.5 FT) NORTH-NORTHEAST FROM THE CENTER OF COUNTY
 PN1130'ROUTE HH AND
 PN1130'1.83 METERS (6 FT) EAST-SOUTHEAST FROM UTILITY POLE NUMBER
 PN1130'23-5-17- 27/16.  THE UNDERGROUND MARK IS A STANDARD
 PN1130'NGS DISK STAMPED---JANET 1921 1980---, SET INTO THE
 PN1130'TOP OF AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW
 PN1130'THE SURFACE.
 PN1130'
 PN1130'A TRAVERSE TIE WAS MADE BETWEEN JANET 1921 AND JANET 1921
 PN1130'RM 2 WITH ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 PN1130'
 PN1130'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1131 ***********************************************************************
 PN1131  DESIGNATION -  JANET 1921 AZ MK
 PN1131  PID         -  PN1131
 PN1131  STATE/COUNTY-  WI/WOOD
 PN1131  USGS QUAD   -  VESPER (1984)
 PN1131
 PN1131                         *CURRENT SURVEY CONTROL
 PN1131  ___________________________________________________________________
 PN1131* NAD 83(1991)-  44 28 17.89967(N)    089 56 08.98849(W)     ADJUSTED  
 PN1131* NAVD 88     -       340.6    (meters)    1117.     (feet)  VERTCON   
 PN1131  ___________________________________________________________________
 PN1131  LAPLACE CORR-          -6.74  (seconds)                    DEFLEC99
 PN1131  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 PN1131
 PN1131  HORZ ORDER  -  SECOND
 PN1131
 PN1131.The horizontal coordinates were established by classical geodetic methods
 PN1131.and adjusted by the National Geodetic Survey in November 1991..
 PN1131
 PN1131.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1131
 PN1131.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1131
 PN1131.The geoid height was determined by GEOID03.
 PN1131
 PN1131;                    North         East     Units Scale Factor Converg.
 PN1131;SPC WI C     -    70,929.239   605,105.698   MT  0.99996548   +0 02 43.0
 PN1131;SPC WI C     -   232,707.01  1,985,250.94   sFT  0.99996548   +0 02 43.0
 PN1131;UTM  16      - 4,928,451.791   266,492.974   MT  1.00027059   -2 03 27.5
 PN1131;UTM  15      - 4,928,826.573   743,714.963   MT  1.00033051   +2 08 51.6
 PN1131
 PN1131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1131!SPC WI C     -   0.99995207  x   0.99996548  =   0.99991756
 PN1131!UTM  16      -   0.99995207  x   1.00027059  =   1.00022265
 PN1131!UTM  15      -   0.99995207  x   1.00033051  =   1.00028257
 PN1131
 PN1131                          SUPERSEDED SURVEY CONTROL
 PN1131
 PN1131  NAD 83(1986)-  44 28 17.89745(N)    089 56 08.99560(W) AD(       ) 2
 PN1131  NAD 27      -  44 28 18.03302(N)    089 56 08.54179(W) AD(       ) 2
 PN1131  NGVD 29 (07/19/86)  340.6    (m)         1117.     (f) VERT ANG       
 PN1131
 PN1131.Superseded values are not recommended for survey control.
 PN1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1131.See file dsdata.txt to determine how the superseded data were derived.
 PN1131
 PN1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ6649328452(NAD 83)
 PN1131_MARKER: DZ = AZIMUTH MARK DISK
 PN1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN1131_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PN1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1131+STABILITY: SURFACE MOTION
 PN1131
 PN1131  HISTORY     - Date     Condition        Report By
 PN1131  HISTORY     - 1980     MONUMENTED       NGS
 PN1131
 PN1131                          STATION DESCRIPTION
 PN1131
 PN1131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (EDW)
 PN1131'THE STATION IS LOCATED 1-3/4 MILES SOUTH OF VESPER ALONG COUNTY
 PN1131'ROUTE HH ON THE RIGHT-OF-WAY.
 PN1131'OWNERSHIP--THE STATE OF WISCONSIN, ON HIGHWAY RIGHT-OF-WAY.
 PN1131'
 PN1131'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 13, 73
 PN1131'AND 34 ON THE WEST SIDE OF WISCONSIN RAPIDS, GO NORTH ON STATE
 PN1131'HIGHWAY 34 FOR 0.65 MILE TO THE JUNCTION OF BONOW AVENUE ON THE
 PN1131'LEFT ACROSS FROM THE ENTRANCE TO THE CONSOLDATED
 PN1131'PAPER MILL.  TURN LEFT AND GO 0.05 MILE, BEAR RIGHT AND NORTHWEST
 PN1131'ON THE MAIN ROAD FOR 1.5 MILES TO THE JUNCTION OF COUNTY ROUTE F.
 PN1131'CONTINUE AHEAD AND NORTHWEST ON COUNTY ROUTE F FOR 5.2 MILES TO
 PN1131'THE JUNCTION WITH COUNTY ROUTE HH.  CONTINUE AHEAD FOR 0.5 MILE
 PN1131'WEST-NORTHWEST ON COUNTY ROUTE HH TO THE AZIMUTH MARK ON THE
 PN1131'RIGHT.
 PN1131'
 PN1131'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 PN1131'STAMPED---JANET 1921 1980---,
 PN1131'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN1131'PROJECTING 9 CM ABOVE THE GROUND.  IT IS LOCATED
 PN1131'12.023 METERS (39.5 FT) NORTH-NORTHEAST FROM THE CENTER OF COUNTY
 PN1131'ROUTE HH AND
 PN1131'1.830 METERS (6 FT) EAST-SOUTHEAST FROM UTILITY POLE NUMBER
 PN1131'23-5-17 27/16.
 PN1131'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 PN1131'STAMPED---JANET 1921 1980---,
 PN1131'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 PN1131'
 PN1131'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THERE WERE NO
 PN1131'REFERENCE MARKS SET AT THIS TIME.
 PN1131'
 PN1131'A TRAVERSE CONNECTION WAS MADE TO  STATIONS JANET 1921
 PN1131'AND JANET 1921 RM 2 USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 PN1131'
 PN1131'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1132 ***********************************************************************
 PN1132  DESIGNATION -  JANET 1921 RM 2
 PN1132  PID         -  PN1132
 PN1132  STATE/COUNTY-  WI/WOOD
 PN1132  USGS QUAD   -  VESPER (1984)
 PN1132
 PN1132                         *CURRENT SURVEY CONTROL
 PN1132  ___________________________________________________________________
 PN1132* NAD 83(1991)-  44 28 11.11599(N)    089 56 21.49078(W)     ADJUSTED  
 PN1132* NAVD 88     -       341.9    (meters)    1122.     (feet)  VERTCON   
 PN1132  ___________________________________________________________________
 PN1132  LAPLACE CORR-          -6.72  (seconds)                    DEFLEC99
 PN1132  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 PN1132
 PN1132  HORZ ORDER  -  FIRST
 PN1132
 PN1132.The horizontal coordinates were established by classical geodetic methods
 PN1132.and adjusted by the National Geodetic Survey in November 1991..
 PN1132
 PN1132.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1132
 PN1132.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1132
 PN1132.The geoid height was determined by GEOID03.
 PN1132
 PN1132;                    North         East     Units Scale Factor Converg.
 PN1132;SPC WI C     -    70,719.642   604,829.535   MT  0.99996571   +0 02 34.2
 PN1132;SPC WI C     -   232,019.36  1,984,344.90   sFT  0.99996571   +0 02 34.2
 PN1132;UTM  16      - 4,928,252.407   266,209.220   MT  1.00027223   -2 03 36.0
 PN1132;UTM  15      - 4,928,606.906   743,446.577   MT  1.00032891   +2 08 42.6
 PN1132
 PN1132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1132!SPC WI C     -   0.99995187  x   0.99996571  =   0.99991758
 PN1132!UTM  16      -   0.99995187  x   1.00027223  =   1.00022409
 PN1132!UTM  15      -   0.99995187  x   1.00032891  =   1.00028076
 PN1132
 PN1132|---------------------------------------------------------------------|
 PN1132| PID    Reference Object                     Distance      Geod. Az  |
 PN1132|                                                           dddmmss.s |
 PN1132| PN1131 JANET 1921 AZ MK                    346.706 METERS 05251     |
 PN1132| PN1130 JANET 1921                           96.187 METERS 22856     |
 PN1132| PN1133 JANET 1921 RM                       110.770 METERS 24643     |
 PN1132| PN1134 VESPER MUN TANK                     APPROX. 2.1 KM 3050514.9 |
 PN1132|---------------------------------------------------------------------|
 PN1132
 PN1132                          SUPERSEDED SURVEY CONTROL
 PN1132
 PN1132  NAD 83(1986)-  44 28 11.11368(N)    089 56 21.49789(W) AD(       ) 1
 PN1132  NAD 27      -  44 28 11.24949(N)    089 56 21.04395(W) AD(       ) 1
 PN1132  NGVD 29 (07/19/86)  341.9    (m)         1122.     (f) VERT ANG       
 PN1132
 PN1132.Superseded values are not recommended for survey control.
 PN1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1132.See file dsdata.txt to determine how the superseded data were derived.
 PN1132
 PN1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ6620928252(NAD 83)
 PN1132_MARKER: DR = REFERENCE MARK DISK
 PN1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN1132_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PN1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1132+STABILITY: SURFACE MOTION
 PN1132
 PN1132  HISTORY     - Date     Condition        Report By
 PN1132  HISTORY     - 1980     MONUMENTED       NGS
 PN1132
 PN1132                          STATION DESCRIPTION
 PN1132
 PN1132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (EDW)
 PN1132'THE STATION IS LOCATED ABOUT 1-3/4 MILES SOUTH OF VESPER.
 PN1132'OWNERSHIP--MR WILLIAM MURRAY, ROUTE 1, VESPER, WISONSIN (PHONE
 PN1132'NUMBER 715-569-4377).
 PN1132'
 PN1132'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 13, 73
 PN1132'AND 34 ON THE WEST SIDE OF WISCONSIN RAPIDS, GO NORTH ON STATE
 PN1132'HIGHWAY 34 FOR 0.65 MILE TO THE JUNCTION OF BONOW AVENUE ON THE
 PN1132'LEFT, ACROSS FROM THE ENTRANCE TO THE CONSOLIDATED PAPER MILL.
 PN1132'TURN LEFT AND GO 0.05 MILE, BEAR RIGHT AND GO NORTHWEST ON THE MAIN
 PN1132'ROAD FOR 1.5 MILES TO THE JUNCTION OF COUNTY ROUTE F.  CONTINUE
 PN1132'AHEAD AND GO NORTHWEST ON COUNTY ROUTE F FOR 5.2 MILES TO THE
 PN1132'JUNCTION WITH COUNTY ROUTE HH ON THE LEFT.
 PN1132'(TO REACH AZIMUTH MARK FROM HERE, CONTINUE WEST-NORTHWEST
 PN1132'ON COUNTY ROUTE HH FOR 0.5 MILE TO THE MARK ON THE
 PN1132'RIGHT.)  TURN LEFT AND GO
 PN1132'SOUTH FOR 200 FEET TO THE JUNCTION WITH A GRAVEL ROAD, TOWN HALL
 PN1132'ROAD, ON THE RIGHT.  TURN RIGHT AND GO WEST ON TOWN HALL ROAD FOR
 PN1132'0.55 MILE TO A DRIVEWAY ON THE RIGHT, AT FIRE POST NUMBER
 PN1132'L-377.  TURN RIGHT AND GO NORTH ON THE DRIVEWAY FOR 0.1 MILE TO A
 PN1132'HOUSE TRAILER, THE PROPERTY OWNERS RESIDENCE.  BEAR
 PN1132'LEFT AND WORK YOUR WAY AROUND THE TRAILER AND OTHER BUILDINGS,
 PN1132'THEN FOLLOW THE FIELD ROAD AROUND THE SOUTHWEST EDGE OF THE FIELD
 PN1132'UNTIL THE ROAD TURNS RIGHT AND NORTHWEST.  TURN RIGHT AND GO
 PN1132'NORTHWEST ALONG THE EDGE OF A PLOWED FIELD FOR 0.05 MILE TO AN
 PN1132'ORCHARD OF SMALL FRUIT TREES ON THE RIGHT AND THE STATION SITE
 PN1132'AS DESCRIBED.
 PN1132'
 PN1132'THE STATION IS A STANDARD NGS REFERENCE MARK DISK
 PN1132'STAMPED---JANET 1921 NO 2 1980---,
 PN1132'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN1132'RECESSED 46 CM BELOW THE GROUND.  IT IS LOCATED
 PN1132'38.71 METERS (127 FT) NORTH FROM THE CENTER OF A FIELD ROAD,
 PN1132'3.35 METERS (11 FT) EAST FROM THE CENTER OF A ROW OF FRUIT TREES
 PN1132'AND
 PN1132'3.20 METERS (10.5 FT) WEST FROM THE CENTER OF A ROW OF FRUIT
 PN1132'TREES.
 PN1132'THE UNDERGROUND MARK IS A STANDARD NGS REFERENCE MARK DISK
 PN1132'STAMPED---JANET 1921 NO 2 1980---, SET INTO THE TOP OF AN
 PN1132'IRREGULAR MASS OF CONCRETE ABOUT 1.0 METERS BELOW THE SURFACE.
 PN1132'
 PN1132'REFERENCE MARK JANET 1921 IS A STANDARD USC AND GS DISK
 PN1132'STAMPED---JANET 1921---,
 PN1132'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT OF 25 CM ON
 PN1132'A SIDE FLUSH WITH THE GROUND.  IT IS LOCATED
 PN1132'16.46 METERS (54 FT) SOUTHWEST FROM THE CENTER OF AN ABANDONED
 PN1132'RAILROAD BED,
 PN1132'13.96 METERS (45.8 FT) NORTHEAST FROM THE NORTHEAST RAIL OF A
 PN1132'RAILROAD TRACK,
 PN1132'0.47 METER (1.5 FT) EAST FROM A METAL WITNESS POST AND
 PN1132'0.21 METER (0.7 FT) SOUTHWEST FROM A FENCE LINE.
 PN1132'
 PN1132'STATION JANET 1921 IS A STANDARD USC AND GS DISK
 PN1132'STAMPED---JANET 1921---, IS SET INTO THE TOP OF A SQUARE
 PN1132'CONCRETE MONUMENT OF 25 CM ON A SIDE AND PROJECTING 6 CM
 PN1132'ABOVE THE GROUND.  IT IS LOCATED
 PN1132'27.43 METERS (90 FT) WEST FROM A UTILITY POLE NUMBER
 PN1132'23-5-17 16/6,
 PN1132'12.50 METERS (41 FT) SOUTHWEST FROM THE CENTER OF THE ABANDONED
 PN1132'RAILROAD BED,
 PN1132'3.96 METERS (13 FT) NORTHEAST FROM A FENCE LINE AND
 PN1132'0.51 METER (1.7 FT) NORTHEAST FROM A METAL WITNESS POST.
 PN1132'
 PN1132'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 PN1132'STAMPED---JANET 1921 1980---, IS SET INTO THE TOP OF A
 PN1132'ROUND CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING 9 CM
 PN1132'ABOVE THE GROUND.  IT IS LOCATED
 PN1132'12.023 METERS (39.5 FT) NORTH-NORTHEAST FOR THE CENTER OF COUNTY
 PN1132'ROUTE HH AND
 PN1132'1.83 METERS (6 FT) EAST-SOUTHEAST FROM A UTILITY POLE NUMBER
 PN1132'23-5-17 27/16.  THE UNDERGROUND MARK IS A STANDARD NGS DISK
 PN1132'STAMPED---JANET 1921 1980---, IS SET INTO THE TOP OF AN
 PN1132'IRREGULAR MASS OF CONCRETE ABOUT 1 METER BELOW THE SURFACE.
 PN1132'
 PN1132'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0632 ***********************************************************************
 PO0632  DESIGNATION -  JANKOWSKY
 PO0632  PID         -  PO0632
 PO0632  STATE/COUNTY-  WI/JACKSON
 PO0632  USGS QUAD   -  PRICE (1984)
 PO0632
 PO0632                         *CURRENT SURVEY CONTROL
 PO0632  ___________________________________________________________________
 PO0632* NAD 83(1991)-  44 35 37.80827(N)    091 02 27.27888(W)     ADJUSTED  
 PO0632* NAVD 88     -       404.     (meters)    1325.     (feet)  SCALED    
 PO0632  ___________________________________________________________________
 PO0632  LAPLACE CORR-          -6.11  (seconds)                    DEFLEC99
 PO0632  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 PO0632
 PO0632  HORZ ORDER  -  FIRST
 PO0632
 PO0632.The horizontal coordinates were established by classical geodetic methods
 PO0632.and adjusted by the National Geodetic Survey in November 1991..
 PO0632
 PO0632.The orthometric height was scaled from a topographic map.
 PO0632
 PO0632.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0632
 PO0632.The geoid height was determined by GEOID03.
 PO0632
 PO0632;                    North         East     Units Scale Factor Converg.
 PO0632;SPC WI C     -    85,035.189   517,355.874   MT  0.99995278   -0 44 04.0
 PO0632;SPC WI C     -   278,986.28  1,697,358.40   sFT  0.99995278   -0 44 04.0
 PO0632;UTM  15      - 4,939,699.041   655,493.653   MT  0.99989734   +1 22 32.5
 PO0632
 PO0632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0632!SPC WI C     -   0.99994167  x   0.99995278  =   0.99989446
 PO0632!UTM  15      -   0.99994167  x   0.99989734  =   0.99983902
 PO0632
 PO0632|---------------------------------------------------------------------|
 PO0632| PID    Reference Object                     Distance      Geod. Az  |
 PO0632|                                                           dddmmss.s |
 PO0632| CJ5134 JANKOWSKY RM 1                       23.345 METERS 00759     |
 PO0632| PO0628 WILSON                              APPROX.22.3 KM 0100300.5 |
 PO0632| CJ5133 JANKOWSKY AZ MK                                    0602938.2 |
 PO0632| CJ5135 JANKOWSKY RM 2                       43.471 METERS 09250     |
 PO0632| PO0629 AUGUSTA MUN TANK                    APPROX.11.4 KM 3265604.0 |
 PO0632|---------------------------------------------------------------------|
 PO0632
 PO0632                          SUPERSEDED SURVEY CONTROL
 PO0632
 PO0632  NAD 83(1986)-  44 35 37.80486(N)    091 02 27.29135(W) AD(       ) 1
 PO0632  NAD 27      -  44 35 37.93800(N)    091 02 26.74700(W) AD(       ) 1
 PO0632
 PO0632.Superseded values are not recommended for survey control.
 PO0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0632.See file dsdata.txt to determine how the superseded data were derived.
 PO0632
 PO0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK5549439699(NAD 83)
 PO0632_MARKER: DS = TRIANGULATION STATION DISK
 PO0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0632_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PO0632
 PO0632  HISTORY     - Date     Condition        Report By
 PO0632  HISTORY     - 1934     MONUMENTED       CGS
 PO0632  HISTORY     - 1968     GOOD             USGS
 PO0632  HISTORY     - 1969     GOOD             CGS
 PO0632
 PO0632                          STATION DESCRIPTION
 PO0632
 PO0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 PO0632'THIS STATION IS ABOUT 4 MILES WEST OF FAIRCHILD IN NORTHWEST
 PO0632'QUARTER SEC. 6, T. 24 N., R. 5 W., ON LAND OWNED AND OCCUPIED
 PO0632'BY GUS JANKOWSKI.  THE MARK IS SET ABOUT 0.5 MILE WEST OF
 PO0632'THE JANKOWSKI HOUSE ON THE WEST SLOPE OF A HIGH HILL, 9-1/2
 PO0632'FEET WEST OF THE WEST EDGE OF A CLEARED FIELD AND SAME FROM
 PO0632'NORTH-SOUTH FENCE LINE, 15 FEET SOUTHWEST OF AN 8-INCH PINE
 PO0632'TREE WITH TRIANGLE BLAZE, 48 FEET NORTH OF THE SOUTHWEST
 PO0632'CORNER OF THE FIELD, AND PROJECTS 10 INCHES.
 PO0632'
 PO0632'TO REACH FROM FAIRCHILD GO SOUTHWEST ON STREET OPPOSITE THE
 PO0632'RAILROAD TANK FOR 0.15 MILE, THENCE WEST 0.25 MILE.  TURN
 PO0632'SOUTH AND GO 0.25 MILE.  HERE TURN WEST AND GO 1.9 MILES TO
 PO0632'FORK, KEEP STRAIGHT WEST FOR 1.0 MILE TO A POINT WHERE THE
 PO0632'ROAD MAKES TURN TO THE SOUTH.  GO SOUTH TO MR. JANKOWSKIS HOUSE.
 PO0632'FROM HOUSE FOLLOW FARM LANE AROUND BARN AND THROUGH STOCK
 PO0632'LANE 0.35 MILE TO ITS END.  TURN RIGHT ON WAGON TRAIL FOR 0.2
 PO0632'MILE TO GATE INTO FIELD, THENCE SOUTHWEST ACROSS CLEARED
 PO0632'FIELD TO THE WEST SIDE AND STATION.
 PO0632'
 PO0632'REFERENCE MARK NO. 1 IS NORTH-NOPRTHEAST OF THE STATION IN THE
 PO0632'FENCE LINE ON THE WEST EDGE OF THE CLEARED FIELD, 125 FEET
 PO0632'NORTH OF THE SOUTHWEST CORNER OF THE FIELD, AND PROJECTS 4
 PO0632'INCHES.
 PO0632'
 PO0632'REFERENCE MARK NO. 2 IS EAST-SOUTHEAST OF THE STATION ON
 PO0632'THE SOUTH EDGE OF THE CLEAR FIELD IN THE EAST-WEST FENCE LINE,
 PO0632'AND PROJECTS 4 INCHES.
 PO0632'
 PO0632'AZIMUTH MARK IS NORTHWEST OF THE STATION ON THE EAST EDGE
 PO0632'OF THE RIGHT OF WAY OF NORTH-SOUTH SAND ROAD.  IT IS 2 FEET
 PO0632'WEST OF THE FENCE LINE, 20 FEET EAST OF THE CENTER OF THE ROAD,
 PO0632'AND PROJECTS 6 INCHES.
 PO0632'
 PO0632'74-FOOT TOWERS AT WILSON AND KOKALY ARE VISIBLE FROM THE GROUND
 PO0632'AT THIS STATION.
 PO0632'
 PO0632'A 47-FOOT TOWER AT NEILLSVILLE COMES INTO VIEW 18 FEET ABOVE THE
 PO0632'GROUND.
 PO0632'
 PO0632'A 74-FOOT TOWER AT FAIRCHILD COMES INTO VIEW 15 FEET ABOVE THE
 PO0632'GROUND.
 PO0632'
 PO0632'A 87-FOOT TOWER AT STUBBE COMES INTO VIEW 10 FEE ABOVE THE
 PO0632'GROUND.
 PO0632'
 PO0632'A 60-FOOT TOWER AT ZICH COMES INTO VIEW 15 FEET ABOVE THE
 PO0632'GROUND.
 PO0632'
 PO0632'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET IN ROUND
 PO0632'CONCRETE POSTS.
 PO0632
 PO0632                          STATION RECOVERY (1968)
 PO0632
 PO0632'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 PO0632'STATION MARK AND BOTH R.M.S, FOUND IN GOOD CONDITION.
 PO0632'
 PO0632'AZIMUTH MARK NOT FOUND.
 PO0632'
 PO0632'TO REACH DESCRIPTION IS ADEQUATE, EXCEPT THAT THE CLEARED
 PO0632'FIELD IS NOW HEAVY PINE WOODS.  THE MARKS ARE GENERALLY ON THE
 PO0632'WEST EDGE OF THE PINE GROVE, WITH DECIDUOUS TREES TO THE WEST AND
 PO0632'SOUTH.
 PO0632'
 PO0632'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4
 PO0632'MILES WEST OF FAIRCHILD.
 PO0632
 PO0632                          STATION RECOVERY (1969)
 PO0632
 PO0632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 PO0632'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD
 PO0632'CONDITION.  THE AZIMUTH MARK WAS NOT FOUND WITH THE EXISTING
 PO0632'DESCRIPTION AND IS OBSTRUCTED AT THE STATION SITE AND AN ANGLE
 PO0632'COULD NOT BE TURNED TO LOCATE IT.  THE DESCRIPTION IS VERY
 PO0632'POOR AND A COMPLETE DESCRIPTION FOLLOWS--
 PO0632'
 PO0632'THE STATION IS LOCATED ON THE WEST EDGE OF A HIGH HILL ON THE
 PO0632'PROPERTY OF MR. BERRY SEARCY, IN THE NORTHWEST 1/4 OF SEC.
 PO0632'6, T-24-N, R-5-W, 1 FOOT EAST OF A METAL WITNESS POST, 10 FEET
 PO0632'WEST OF AN OLD FENCE LINE, 11 FEET WEST OF A 12 INCH PINE TREE
 PO0632'WITN A TRIANGULAR BLAZE ON THE EAST SIDE, 23 FEET SOUTH OF AN
 PO0632'8 INCH OAK TREE WITH A TRIANGULAR BLAZE ON THE SOUTHEAST SIDE,
 PO0632'ABOUT 12 FEET WEST OF THE WEST EDGE OF OLD CLEARING NOW
 PO0632'COVERED BY PINE TREES.  THE MONUMENT PROJECTS 6 INCHES AND
 PO0632'THE DISK IS STAMPED JANKOWSKY 1934.
 PO0632'
 PO0632'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 10
 PO0632'AND 12 AND COUNTY ROAD H IN FAIRCHILD, GO WEST ON HIGHWAY 10 FOR
 PO0632'3.45 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON THE
 PO0632'GRADED ROAD FOR 0.75 MILE TO A DRIVEWAY ON THE LEFT.  TURN LEFT
 PO0632'PASSING TO THE SOUTH SIDE OF HOUSE AND GO WEST ON FARM LANE
 PO0632'FOR 0.45 MILE TO THE EAST EDGE OF HILL.  GO NORTH ON LANE
 PO0632'FOR 0.1 MILE TO A WOODS ROAD TO THE LEFT.  FOLLOW THE WOODS
 PO0632'ROAD WEST FOR 0.15 MILE TO THE TOP OF THE HILL AND A CROSS
 PO0632'WOODS ROAD AND THE STATION ABOUT 500 FEET SOUTHWEST AT THE
 PO0632'WEST EDGE OF PINE THICKET.
 PO0632'
 PO0632'REFERENCE MARK 1 IS 1 FOOT WEST OF A METAL WITNESS POST, 1 FOOT
 PO0632'EAST OF A 10 INCH PINE TREE WITH A TRIANGULAR BLAZE ON THE
 PO0632'NORTH SIDE, 3 FEET NORTH OF AN 8 INCH PINE TREE, IN AN OLD
 PO0632'FENCE LINE AND AT THE WEST EDGE OF THE PINE THICKET.  THE
 PO0632'MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED JANKOWSKY
 PO0632'NO 1 1934.
 PO0632'
 PO0632'REFERENCE MARK 2 IS 1 FOOT SOUTHWEST OF A METAL WITNESS POST,
 PO0632'3 FEET NORTHEAST OF A 12 INCH PINE TREE WITH A TRIANGULAR
 PO0632'BLAZE ON THE NORTH SIDE, 2 FEET NORTHWEST OF AN 8 INCH PINE
 PO0632'TREE, 1 FOOT NORTH OF AN OLD FENCE LINE AND AT THE SOUTH EDGE
 PO0632'OF THE PINE THICKET.  THE MONUMENT PROJECTS 3 INCHES AND THE
 PO0632'DISK IS STAMPED JANKOWSKY NO 2 1934.
 PO0632'
 PO0632'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4
 PO0632'MILE WEST OF FAIRCHILD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0057 ***********************************************************************
 QM0057  DESIGNATION -  JAP
 QM0057  PID         -  QM0057
 QM0057  STATE/COUNTY-  WI/OCONTO
 QM0057  USGS QUAD   -  BREED (1973)
 QM0057
 QM0057                         *CURRENT SURVEY CONTROL
 QM0057  ___________________________________________________________________
 QM0057* NAD 83(1991)-  45 01 01.67936(N)    088 22 53.96860(W)     ADJUSTED  
 QM0057* NAVD 88     -       245.688  (meters)     806.06   (feet)  ADJUSTED  
 QM0057  ___________________________________________________________________
 QM0057  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 QM0057  GEOID HEIGHT-         -35.97  (meters)                     GEOID03
 QM0057  DYNAMIC HT  -         245.663 (meters)     805.98  (feet)  COMP
 QM0057  MODELED GRAV-     980,509.8   (mgal)                       NAVD 88
 QM0057
 QM0057  HORZ ORDER  -  FIRST
 QM0057  VERT ORDER  -  FIRST     CLASS II
 QM0057
 QM0057.The horizontal coordinates were established by classical geodetic methods
 QM0057.and adjusted by the National Geodetic Survey in November 1991..
 QM0057
 QM0057.The orthometric height was determined by differential leveling
 QM0057.and adjusted by the National Geodetic Survey in June 1991..
 QM0057
 QM0057.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0057
 QM0057.The geoid height was determined by GEOID03.
 QM0057
 QM0057.The dynamic height is computed by dividing the NAVD 88
 QM0057.geopotential number by the normal gravity value computed on the
 QM0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0057.degrees latitude (g = 980.6199 gals.).
 QM0057
 QM0057.The modeled gravity was interpolated from observed gravity values.
 QM0057
 QM0057;                    North         East     Units Scale Factor Converg.
 QM0057;SPC WI C     -   132,814.055   727,547.493   MT  0.99994372   +1 08 30.7
 QM0057;SPC WI C     -   435,740.78  2,386,962.07   sFT  0.99994372   +1 08 30.7
 QM0057;UTM  16      - 4,985,782.190   391,136.668   MT  0.99974572   -0 58 38.5
 QM0057
 QM0057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0057!SPC WI C     -   0.99996712  x   0.99994372  =   0.99991084
 QM0057!UTM  16      -   0.99996712  x   0.99974572  =   0.99971285
 QM0057
 QM0057:                Primary Azimuth Mark                     Grid Az
 QM0057:SPC WI C     -  SURING                                   158 20 26.9
 QM0057:UTM  16      -  SURING                                   160 27 36.1
 QM0057
 QM0057|---------------------------------------------------------------------|
 QM0057| PID    Reference Object                     Distance      Geod. Az  |
 QM0057|                                                           dddmmss.s |
 QM0057| PN0001 SURING                              APPROX. 2.1 KM 1592857.6 |
 QM0057|---------------------------------------------------------------------|
 QM0057
 QM0057                          SUPERSEDED SURVEY CONTROL
 QM0057
 QM0057  NAD 83(1986)-  45 01 01.71444(N)    088 22 53.95961(W) AD(       ) 1
 QM0057  NAD 27      -  45 01 01.74500(N)    088 22 53.59500(W) AD(       ) 1
 QM0057  NGVD 29 (??/??/92)  245.695  (m)          806.08   (f) ADJ UNCH    1 2
 QM0057
 QM0057.Superseded values are not recommended for survey control.
 QM0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0057.See file dsdata.txt to determine how the superseded data were derived.
 QM0057
 QM0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9113785782(NAD 83)
 QM0057_MARKER: DS = TRIANGULATION STATION DISK
 QM0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0057
 QM0057  HISTORY     - Date     Condition        Report By
 QM0057  HISTORY     - 1921     MONUMENTED       CGS
 QM0057  HISTORY     - 1922     GOOD             NGS
 QM0057  HISTORY     - 1934     GOOD             NGS
 QM0057  HISTORY     - 1973     MARK NOT FOUND   USGS
 QM0057  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0057
 QM0057                          STATION DESCRIPTION
 QM0057
 QM0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0057'STATION IS ABOUT 1-1/4 MILES N OF SURING ON THE E SIDE OF THE
 QM0057'CHICAGO AND NORTHWESTERN RAILWAY AT THE INTERSECTION OF THE
 QM0057'TANGENTS TO THE W RAIL FROM THE N AND S, 16.39 METERS (53.785
 QM0057'FEET) E OF E RAIL.
 QM0057'
 QM0057'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 QM0057'CONCRETE.
 QM0057'
 QM0057'UNDERGROUND MARK IS A STANDARD REFERENCE MARK SET IN CONCRETE.
 QM0057'
 QM0057'REFERENCE MARK IS ON E SIDE OF TRACK 0.15 METER W OF THE
 QM0057'PROPERTY FENCE LINE.
 QM0057
 QM0057                          STATION RECOVERY (1922)
 QM0057
 QM0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 QM0057'1.3 MI N FROM SURING.
 QM0057'ABOUT 1-1/4 MILE NORTH OF SURING, ON THE EAST SIDE OF THE
 QM0057'C. AND N.W.R.R. AT THE INTERSECTION OF THE TANGENTS TO THE WEST
 QM0057'RAIL FROM THE NORTH AND SOUTH, 16.39 METERS (53.785 FEET) EAST
 QM0057'OF EAST RAIL.
 QM0057
 QM0057                          STATION RECOVERY (1934)
 QM0057
 QM0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QM0057'RECOVERED IN GOOD CONDITION.
 QM0057
 QM0057                          STATION RECOVERY (1973)
 QM0057
 QM0057'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (GS)
 QM0057'THE MARK WAS THOUROUGHLY MEASURED, SEARCHED AND DUG FOR.  THERE
 QM0057'APPEARS TO BE NO APPARENT REASON FOR THE MARK TO BE DESTROYED.
 QM0057
 QM0057                          STATION RECOVERY (1985)
 QM0057
 QM0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0196 ***********************************************************************
 QM0196  DESIGNATION -  JARRELL
 QM0196  PID         -  QM0196
 QM0196  STATE/COUNTY-  WI/ONEIDA
 QM0196  USGS QUAD   -  MOEN LAKE (1982)
 QM0196
 QM0196                         *CURRENT SURVEY CONTROL
 QM0196  ___________________________________________________________________
 QM0196* NAD 83(1991)-  45 40 02.76394(N)    089 16 34.41452(W)     ADJUSTED  
 QM0196* NAVD 88     -       481.408  (meters)    1579.42   (feet)  ADJUSTED  
 QM0196  ___________________________________________________________________
 QM0196  LAPLACE CORR-          -5.46  (seconds)                    DEFLEC99
 QM0196  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 QM0196  DYNAMIC HT  -         481.378 (meters)    1579.32  (feet)  COMP
 QM0196  MODELED GRAV-     980,539.4   (mgal)                       NAVD 88
 QM0196
 QM0196  HORZ ORDER  -  FIRST
 QM0196  VERT ORDER  -  FIRST     CLASS II
 QM0196
 QM0196.The horizontal coordinates were established by classical geodetic methods
 QM0196.and adjusted by the National Geodetic Survey in November 1991..
 QM0196
 QM0196.The orthometric height was determined by differential leveling
 QM0196.and adjusted by the National Geodetic Survey in June 1991..
 QM0196
 QM0196.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0196
 QM0196.The geoid height was determined by GEOID03.
 QM0196
 QM0196.The dynamic height is computed by dividing the NAVD 88
 QM0196.geopotential number by the normal gravity value computed on the
 QM0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0196.degrees latitude (g = 980.6199 gals.).
 QM0196
 QM0196.The modeled gravity was interpolated from observed gravity values.
 QM0196
 QM0196;                    North         East     Units Scale Factor Converg.
 QM0196;SPC WI N     -    55,914.136   656,399.120   MT  0.99998323   +0 31 19.6
 QM0196;SPC WI N     -   183,444.96  2,153,536.11   sFT  0.99998323   +0 31 19.6
 QM0196;UTM  16      - 5,059,618.160   322,694.599   MT  0.99998651   -1 37 43.0
 QM0196
 QM0196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0196!SPC WI N     -   0.99992959  x   0.99998323  =   0.99991282
 QM0196!UTM  16      -   0.99992959  x   0.99998651  =   0.99991610
 QM0196
 QM0196:                Primary Azimuth Mark                     Grid Az
 QM0196:SPC WI N     -  SIGNOR                                   086 39 24.6
 QM0196:UTM  16      -  SIGNOR                                   088 48 27.2
 QM0196
 QM0196|---------------------------------------------------------------------|
 QM0196| PID    Reference Object                     Distance      Geod. Az  |
 QM0196|                                                           dddmmss.s |
 QM0196| QM0198 SIGNOR                              APPROX. 0.7 KM 0871044.2 |
 QM0196|---------------------------------------------------------------------|
 QM0196
 QM0196                          SUPERSEDED SURVEY CONTROL
 QM0196
 QM0196  NAD 83(1986)-  45 40 02.75473(N)    089 16 34.41169(W) AD(       ) 1
 QM0196  NAD 27      -  45 40 02.91400(N)    089 16 33.94800(W) AD(       ) 1
 QM0196  NGVD 29 (??/??/92)  481.394  (m)         1579.37   (f) ADJ UNCH    1 2
 QM0196
 QM0196.Superseded values are not recommended for survey control.
 QM0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0196.See file dsdata.txt to determine how the superseded data were derived.
 QM0196
 QM0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR2269559618(NAD 83)
 QM0196_MARKER: DS = TRIANGULATION STATION DISK
 QM0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0196
 QM0196  HISTORY     - Date     Condition        Report By
 QM0196  HISTORY     - 1921     MONUMENTED       CGS
 QM0196  HISTORY     - 1922     GOOD             NGS
 QM0196  HISTORY     - 1934     GOOD             NGS
 QM0196  HISTORY     - 1952     GOOD             CGS
 QM0196  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0196
 QM0196                          STATION DESCRIPTION
 QM0196
 QM0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0196'STATION IS ABOUT 2-3/4 MILES W OF STARKS, ON THE EXTENSION OF
 QM0196'THE S RAIL FROM THE W, AT THE THIRD CURVE W OF STARKS, 125
 QM0196'METERS E OF THE POINT OF TANGENCY AND 12.77 METERS, (41.905
 QM0196'FEET) S OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 QM0196'RAILWAY.
 QM0196'
 QM0196'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS, SET
 QM0196'IN CONCRETE.
 QM0196'
 QM0196'UNDERGROUND MARK IS A REFERENCE MARK DISK SET IN CONCRETE.
 QM0196'
 QM0196'THE REFERENCE MARK IS ON THE OPPOSITE SIDE OF THE TRACK.
 QM0196
 QM0196                          STATION RECOVERY (1922)
 QM0196
 QM0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 QM0196'1.8 MI E FROM ROOSEVELT.
 QM0196'ABOUT 2 3/4 MILES WEST OF STARKS, ON THE EXTENSION OF THE SOUTH
 QM0196'RAIL FROM THE WEST, AT THE THIRD CURVE WEST OF STARKS, 125
 QM0196'METERS EAST OF THE P.T., AND 12.77 M (41.90 FT.) SOUTH OF THE
 QM0196'SOUTH RAIL OF THE M. ST. P. AND S. S. M. RY.
 QM0196
 QM0196                          STATION RECOVERY (1934)
 QM0196
 QM0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QM0196'RECOVERED IN GOOD CONDITION.
 QM0196
 QM0196                          STATION RECOVERY (1952)
 QM0196
 QM0196'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QM0196'STATION MARK RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND TO BE
 QM0196'IN GOOD CONDITION.  THE REFERENCE MARK WAS NOT SEARCHED FOR.
 QM0196
 QM0196                          STATION RECOVERY (1985)
 QM0196
 QM0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0010 ***********************************************************************
 PN0010  DESIGNATION -  JAY
 PN0010  PID         -  PN0010
 PN0010  STATE/COUNTY-  WI/OCONTO
 PN0010  USGS QUAD   -  GILLETT (1974)
 PN0010
 PN0010                         *CURRENT SURVEY CONTROL
 PN0010  ___________________________________________________________________
 PN0010* NAD 83(1991)-  44 53 32.32275(N)    088 17 57.53044(W)     ADJUSTED  
 PN0010* NAVD 88     -       245.626  (meters)     805.86   (feet)  ADJUSTED  
 PN0010  ___________________________________________________________________
 PN0010  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 PN0010  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 PN0010  DYNAMIC HT  -         245.599 (meters)     805.77  (feet)  COMP
 PN0010  MODELED GRAV-     980,500.3   (mgal)                       NAVD 88
 PN0010
 PN0010  HORZ ORDER  -  FIRST
 PN0010  VERT ORDER  -  FIRST     CLASS II
 PN0010
 PN0010.The horizontal coordinates were established by classical geodetic methods
 PN0010.and adjusted by the National Geodetic Survey in November 1991..
 PN0010
 PN0010.The orthometric height was determined by differential leveling
 PN0010.and adjusted by the National Geodetic Survey in June 1991..
 PN0010
 PN0010.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0010
 PN0010.The geoid height was determined by GEOID03.
 PN0010
 PN0010.The dynamic height is computed by dividing the NAVD 88
 PN0010.geopotential number by the normal gravity value computed on the
 PN0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0010.degrees latitude (g = 980.6199 gals.).
 PN0010
 PN0010.The modeled gravity was interpolated from observed gravity values.
 PN0010
 PN0010;                    North         East     Units Scale Factor Converg.
 PN0010;SPC WI C     -   119,079.031   734,326.873   MT  0.99994074   +1 11 59.9
 PN0010;SPC WI C     -   390,678.45  2,409,204.08   sFT  0.99994074   +1 11 59.9
 PN0010;UTM  16      - 4,971,808.841   397,402.489   MT  0.99972944   -0 55 01.6
 PN0010
 PN0010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0010!SPC WI C     -   0.99996715  x   0.99994074  =   0.99990790
 PN0010!UTM  16      -   0.99996715  x   0.99972944  =   0.99969660
 PN0010
 PN0010|---------------------------------------------------------------------|
 PN0010| PID    Reference Object                     Distance      Geod. Az  |
 PN0010|                                                           dddmmss.s |
 PN0010| CJ5136 JAY RM                               21.120 METERS 09041     |
 PN0010| PN0011 TOP                                 313.524 METERS 11643     |
 PN0010| PN0886 GILLETT GERMAN LUTH CH SPIRE        APPROX. 0.7 KM 2502113.5 |
 PN0010| PN0887 GILLETT RR WATER TANK               APPROX. 0.5 KM 2561809.5 |
 PN0010| PN0009 GILLETT                             240.145 METERS 26802     |
 PN0010|---------------------------------------------------------------------|
 PN0010
 PN0010                          SUPERSEDED SURVEY CONTROL
 PN0010
 PN0010  NAD 83(1986)-  44 53 32.36088(N)    088 17 57.50134(W) AD(       ) 1
 PN0010  NAD 27      -  44 53 32.37900(N)    088 17 57.18000(W) AD(       ) 1
 PN0010  NGVD 29 (??/??/92)  245.632  (m)          805.88   (f) ADJ UNCH    1 2
 PN0010
 PN0010.Superseded values are not recommended for survey control.
 PN0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0010.See file dsdata.txt to determine how the superseded data were derived.
 PN0010
 PN0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9740271809(NAD 83)
 PN0010_MARKER: DS = TRIANGULATION STATION DISK
 PN0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0010_SP_SET: CONCRETE POST
 PN0010_STAMPING: JAY 1921
 PN0010_MARK LOGO: CGS   
 PN0010_PROJECTION: PROJECTING 30 CENTIMETERS
 PN0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0010+STABILITY: SURFACE MOTION
 PN0010
 PN0010  HISTORY     - Date     Condition        Report By
 PN0010  HISTORY     - 1921     MONUMENTED       CGS
 PN0010  HISTORY     - 1921     GOOD             CGS
 PN0010  HISTORY     - 1934     GOOD             NGS
 PN0010  HISTORY     - 1985     GOOD             NGS
 PN0010  HISTORY     - 20021115 MARK NOT FOUND   USPSQD
 PN0010  HISTORY     - 20040325 MARK NOT FOUND   USPSQD
 PN0010  HISTORY     - 20051129 MARK NOT FOUND   WIDT
 PN0010
 PN0010                          STATION DESCRIPTION
 PN0010
 PN0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 PN0010'STATION IS 200 METERS S OF RICHMOND STREET AT GILLETT, ON
 PN0010'E SIDE OF THE CHICAGO AND NORTHWESTERN RAILWAY, 125 METERS
 PN0010'S OF VALVOLINE OIL COMPANY TANKS, 9.75 METERS (31.995 FEET)
 PN0010'E OF E RAIL.
 PN0010'
 PN0010'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 PN0010'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND
 PN0010'11A.
 PN0010'
 PN0010'REFERENCE MARK IS ON THE E SIDE OF THE TRACK 0.2 METER W OF PROPERTY
 PN0010'LINE FENCE.
 PN0010
 PN0010                          STATION RECOVERY (1921)
 PN0010
 PN0010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921
 PN0010'AT GILLETT.
 PN0010'AT GILLETT, OCONTO COUNTY, ON THE CHICAGO AND NORTH WESTERN
 PN0010'RAILWAY, 770 FEET EAST OF RICHMOND STREET, 400 FEET EAST OF THE
 PN0010'TANKS OF THE VALVOLINE OIL COMPANY, AND 32.0 FEET EAST OF THE
 PN0010'EAST RAIL.  A STANDARD DISK, STAMPED JAY 1921 AND SET IN THE
 PN0010'TOP OF A CONCRETE POST.
 PN0010
 PN0010                          STATION RECOVERY (1934)
 PN0010
 PN0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PN0010'RECOVERED IN GOOD CONDITION.
 PN0010
 PN0010                          STATION RECOVERY (1985)
 PN0010
 PN0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0010'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.9 KM (0.55
 PN0010'MI) EASTERLY ALONG STATE HIGHWAY 32 FROM ITS JUNCTION WITH STATE
 PN0010'HIGHWAY 22 IN GILLETT, THENCE 0.9 KM (0.55 MI) SOUTHWEST ALONG EAST
 PN0010'WASHINGTON STREET, THENCE 0.2 KM (0.1 MI) EAST ALONG A TRACK ROAD (OLD
 PN0010'RAILROAD BED, AND NOW A SNOWMOBLE TRAIL), AND 10.6 M (34.8 FT) NORTH
 PN0010'OF THE CENTER OF THE ROAD.
 PN0010'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 PN0010'THE MARK IS 0.9 M ABOVE THE ROAD.
 PN0010
 PN0010                          STATION RECOVERY (2002)
 PN0010
 PN0010'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0010'MARK NOT FOUND.
 PN0010
 PN0010                          STATION RECOVERY (2004)
 PN0010
 PN0010'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN0010'MARK NOT FOUND.
 PN0010
 PN0010                          STATION RECOVERY (2005)
 PN0010
 PN0010'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0010'MARK NOT FOUND. --ADD--THE OLD RAILROAD BED IS NOW A STORAGE AREA FOR
 PN0010'WAUSAUKEE COMPOSITES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1317 ***********************************************************************
 PN1317  DESIGNATION -  JAY
 PN1317  PID         -  PN1317
 PN1317  STATE/COUNTY-  WI/PORTAGE
 PN1317  USGS QUAD   -  POLONIA (1986)
 PN1317
 PN1317                         *CURRENT SURVEY CONTROL
 PN1317  ___________________________________________________________________
 PN1317* NAD 83(1991)-  44 31 17.84289(N)    089 26 46.62170(W)     ADJUSTED  
 PN1317* NAVD 88     -       353.0    (meters)    1158.     (feet)  VERTCON   
 PN1317  ___________________________________________________________________
 PN1317  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 PN1317  GEOID HEIGHT-         -35.93  (meters)                     GEOID03
 PN1317
 PN1317  HORZ ORDER  -  SECOND
 PN1317
 PN1317.The horizontal coordinates were established by classical geodetic methods
 PN1317.and adjusted by the National Geodetic Survey in November 1991..
 PN1317
 PN1317.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1317
 PN1317.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1317
 PN1317.The geoid height was determined by GEOID03.
 PN1317
 PN1317;                    North         East     Units Scale Factor Converg.
 PN1317;SPC WI C     -    76,631.436   644,018.414   MT  0.99995974   +0 23 26.5
 PN1317;SPC WI C     -   251,414.97  2,112,917.08   sFT  0.99995974   +0 23 26.5
 PN1317;UTM  16      - 4,932,721.869   305,596.759   MT  1.00006478   -1 42 56.9
 PN1317
 PN1317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1317!SPC WI C     -   0.99995029  x   0.99995974  =   0.99991004
 PN1317!UTM  16      -   0.99995029  x   1.00006478  =   1.00001507
 PN1317
 PN1317|---------------------------------------------------------------------|
 PN1317| PID    Reference Object                     Distance      Geod. Az  |
 PN1317|                                                           dddmmss.s |
 PN1317| CS5518 JAY RM 1                             23.367 METERS 12244     |
 PN1317| CS5519 JAY RM 2                             10.735 METERS 17834     |
 PN1317|---------------------------------------------------------------------|
 PN1317
 PN1317                          SUPERSEDED SURVEY CONTROL
 PN1317
 PN1317  NAD 83(1986)-  44 31 17.84075(N)    089 26 46.63110(W) AD(       ) 2
 PN1317  NGVD 29 (03/14/91)  353.0    (m)         1158.     (f) VERT ANG       
 PN1317
 PN1317.Superseded values are not recommended for survey control.
 PN1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1317.See file dsdata.txt to determine how the superseded data were derived.
 PN1317
 PN1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ0559732722(NAD 83)
 PN1317_MARKER: DE = TRAVERSE STATION DISK
 PN1317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN1317_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1317+STABILITY: SURFACE MOTION
 PN1317
 PN1317  HISTORY     - Date     Condition        Report By
 PN1317  HISTORY     - 1982     MONUMENTED       WIDT
 PN1317  HISTORY     - 20040111 MARK NOT FOUND   USPSQD
 PN1317
 PN1317                          STATION DESCRIPTION
 PN1317
 PN1317'DESCRIBED BY WI DEPT OF TRANSP 1982 (LTK)
 PN1317'THE STATION IS LOCATED ALONG CTH J ABOUT 10 MILES SOUTHWEST OF
 PN1317'ROSHOLT, 7 MILES NORTHWEST OF AMHERST JUNCTION, AND 4.5 MILES EAST OF
 PN1317'STEVENS POINT.
 PN1317'
 PN1317'TO REACH THE STATION FROM THE JUNCTION OF USH 10 AND CTH J ABOUT 4.5
 PN1317'MILES EAST OF STEVENS POINT, GO NORTH ON CTH J FOR 0.05 MILE TO THE
 PN1317'STATION ON THE WEST RIGHT OF WAY OF CTH J.
 PN1317'
 PN1317'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---JAY 1982---.  THE
 PN1317'SURFACE DISK IS SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL
 PN1317'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 37.0
 PN1317'FEET NORTH OF A RIGHT OF WAY POST, 33.5 FEET WEST OF THE CENTER OF CTH
 PN1317'J, 17.0 FEET NORTH OF A POWER POLE, AND 3.0 FEET SOUTH OF A METAL
 PN1317'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 PN1317'CONCRETE 4.5 FEET BELOW GROUND.
 PN1317'
 PN1317'REFERENCE MARK 1 IS A BERNTSEN 5 FOOT DRIVEABLE ALUMINUM ROD WITH A
 PN1317'CIRCULAR ALUMINUM CAP WHICH PROJECTS 6 INCHES ABOVE GROUND.  THE CAP
 PN1317'CONTAINS A MAGNET AND IS STAMPED---JAY RM 1 1982---.  IT IS 68.0 FEET
 PN1317'EAST SOUTHEAST OF A POWER POLE, 62.0 FEET NORTH OF A TELEPHONE
 PN1317'PEDESTAL, 32.0 FEET EAST OF THE CENTER OF CTH J, 0.5 FEET WEST OF A
 PN1317'RIGHT OF WAY POST, AND 2.0 FEET LOWER THAN THE STATION.
 PN1317'
 PN1317'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---JAY RM 2 1982---SET
 PN1317'IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT WHICH
 PN1317'PROJECTS 5 INCHES ABOVE GROUND.  IT IS 38.0 FEET SOUTH OF A METAL
 PN1317'WITNESS POST, 32.0 FEET WEST OF THE CENTER OF CTH J, 18.0 FEET SOUTH
 PN1317'OF A POWER POLE, 2.0 FEET NORTHEAST OF A RIGHT OF WAY POST, AND 0.5
 PN1317'FEET LOWER THAN THE STATION.
 PN1317'
 PN1317'NO AZIMUTH MARK WAS SET.  HEIGHT OF LIGHT ABOVE MARK WAS 1.42 METERS.
 PN1317
 PN1317                          STATION RECOVERY (2004)
 PN1317
 PN1317'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN1317'STATION AND REFERENCE MARKS WERE NOT FOUND.  COUNTY ROAD J WAS
 PN1317'ELEVATED AND WIDENED WHEN A NEW OVERPASS OVER HIGHWAY 10 WITH
 PN1317'COLVERLEAFS WAS CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0574 ***********************************************************************
 OM0574  DESIGNATION -  JDF 2 USGS RESET 1958
 OM0574  PID         -  OM0574
 OM0574  STATE/COUNTY-  WI/FOND DU LAC
 OM0574  USGS QUAD   -  SAINT PETER (1992)
 OM0574
 OM0574                         *CURRENT SURVEY CONTROL
 OM0574  ___________________________________________________________________
 OM0574* NAD 83(1986)-  43 46 48.     (N)    088 15 42.     (W)     SCALED    
 OM0574* NAVD 88     -       299.207  (meters)     981.65   (feet)  ADJUSTED  
 OM0574  ___________________________________________________________________
 OM0574  GEOID HEIGHT-         -35.60  (meters)                     GEOID03
 OM0574  DYNAMIC HT  -         299.143 (meters)     981.44  (feet)  COMP
 OM0574  MODELED GRAV-     980,398.3   (mgal)                       NAVD 88
 OM0574
 OM0574  VERT ORDER  -  FIRST     CLASS 0
 OM0574
 OM0574.The horizontal coordinates were scaled from a topographic map and have
 OM0574.an estimated accuracy of +/- 6 seconds.
 OM0574
 OM0574.The orthometric height was determined by differential leveling
 OM0574.and adjusted by the National Geodetic Survey in June 1991..
 OM0574
 OM0574.The geoid height was determined by GEOID03.
 OM0574
 OM0574.The dynamic height is computed by dividing the NAVD 88
 OM0574.geopotential number by the normal gravity value computed on the
 OM0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0574.degrees latitude (g = 980.6199 gals.).
 OM0574
 OM0574.The modeled gravity was interpolated from observed gravity values.
 OM0574
 OM0574;                    North         East    Units  Estimated Accuracy
 OM0574;SPC WI S     -   199,200.      739,920.      MT  (+/- 180 meters Scaled)
 OM0574
 OM0574                          SUPERSEDED SURVEY CONTROL
 OM0574
 OM0574.No superseded survey control is available for this station.
 OM0574
 OM0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP984482(NAD 83)
 OM0574_MARKER: DB = BENCH MARK DISK
 OM0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0574_SP_SET: CONCRETE POST
 OM0574_STAMPING: JDF 2 1952
 OM0574_PROJECTION: PROJECTING 3 CENTIMETERS
 OM0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0574+STABILITY: SURFACE MOTION
 OM0574
 OM0574  HISTORY     - Date     Condition        Report By
 OM0574  HISTORY     - 1958     MONUMENTED       USGS
 OM0574  HISTORY     - 1974     GOOD             NOS
 OM0574  HISTORY     - 20050507 MARK NOT FOUND   USPSQD
 OM0574
 OM0574                          STATION DESCRIPTION
 OM0574
 OM0574'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 OM0574'8.7 MI EAST FROM FOND DU LAC.
 OM0574'8.7 MILES EAST ALONG WISCONSIN HIGHWAY 23 FROM INTERSECTION OF MAIN
 OM0574'STREET IN FOND DU LAC, 4.97 MILES WEST OF THE SHEBOYGAN COUNTY LINE
 OM0574'AT DIVISION ROAD, NEAR THE INTERSECTION OF WISCONSIN HIGHWAY 23 AND
 OM0574'COUNTY ROAD W, 550 FT. SOUTH OF CENTERLINE OF HIGHWAY, ON EAST SIDE
 OM0574'OF ROAD, INSIDE PROPERTY FENCE LINE, SET IN CONCRETE POST 1/2 FT.
 OM0574'ABOVE THE GROUND.
 OM0574
 OM0574                          STATION RECOVERY (2005)
 OM0574
 OM0574'RECOVERY NOTE BY US POWER SQUADRON 2005 (DRB)
 OM0574'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0008 ***********************************************************************
 QN0008  DESIGNATION -  JEAN
 QN0008  PID         -  QN0008
 QN0008  STATE/COUNTY-  WI/PRICE
 QN0008  USGS QUAD   -  PRENTICE (1984)
 QN0008
 QN0008                         *CURRENT SURVEY CONTROL
 QN0008  ___________________________________________________________________
 QN0008* NAD 83(1991)-  45 32 35.32455(N)    090 18 24.66466(W)     ADJUSTED  
 QN0008* NAVD 88     -       469.119  (meters)    1539.10   (feet)  ADJUSTED  
 QN0008  ___________________________________________________________________
 QN0008  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 QN0008  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 QN0008  DYNAMIC HT  -         469.097 (meters)    1539.03  (feet)  COMP
 QN0008  MODELED GRAV-     980,553.4   (mgal)                       NAVD 88
 QN0008
 QN0008  HORZ ORDER  -  FIRST
 QN0008  VERT ORDER  -  FIRST     CLASS II
 QN0008
 QN0008.The horizontal coordinates were established by classical geodetic methods
 QN0008.and adjusted by the National Geodetic Survey in November 1991..
 QN0008
 QN0008.The orthometric height was determined by differential leveling
 QN0008.and adjusted by the National Geodetic Survey in June 1991..
 QN0008.WARNING-Repeat measurements at this control monument indicate possible
 QN0008.vertical movement.
 QN0008
 QN0008.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0008
 QN0008.The geoid height was determined by GEOID03.
 QN0008
 QN0008.The dynamic height is computed by dividing the NAVD 88
 QN0008.geopotential number by the normal gravity value computed on the
 QN0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0008.degrees latitude (g = 980.6199 gals.).
 QN0008
 QN0008.The modeled gravity was interpolated from observed gravity values.
 QN0008
 QN0008;                    North         East     Units Scale Factor Converg.
 QN0008;SPC WI N     -    41,889.652   576,035.376   MT  1.00000435   -0 13 16.9
 QN0008;SPC WI N     -   137,432.97  1,889,876.06   sFT  1.00000435   -0 13 16.9
 QN0008;UTM  15      - 5,046,818.107   710,244.961   MT  1.00014349   +1 55 22.8
 QN0008
 QN0008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0008!SPC WI N     -   0.99993125  x   1.00000435  =   0.99993560
 QN0008!UTM  15      -   0.99993125  x   1.00014349  =   1.00007473
 QN0008
 QN0008:                Primary Azimuth Mark                     Grid Az
 QN0008:SPC WI N     -  DAN                                      107 10 21.5
 QN0008:UTM  15      -  DAN                                      105 01 41.8
 QN0008
 QN0008|---------------------------------------------------------------------|
 QN0008| PID    Reference Object                     Distance      Geod. Az  |
 QN0008|                                                           dddmmss.s |
 QN0008| QN0010 DAN                                 APPROX. 2.1 KM 1065704.6 |
 QN0008| CJ5137 JEAN RM                              46.900 METERS 24947     |
 QN0008|---------------------------------------------------------------------|
 QN0008
 QN0008                          SUPERSEDED SURVEY CONTROL
 QN0008
 QN0008  NAD 83(1986)-  45 32 35.32011(N)    090 18 24.65921(W) AD(       ) 1
 QN0008  NAD 27      -  45 32 35.44500(N)    090 18 24.12100(W) AD(       ) 1
 QN0008  NGVD 29 (??/??/92)  469.045  (m)         1538.86   (f) ADJ UNCH    1 2
 QN0008
 QN0008.Superseded values are not recommended for survey control.
 QN0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0008.See file dsdata.txt to determine how the superseded data were derived.
 QN0008
 QN0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL1024546818(NAD 83)
 QN0008_MARKER: DS = TRIANGULATION STATION DISK
 QN0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0008_STAMPING: JEAN 1921
 QN0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0008+STABILITY: SURFACE MOTION
 QN0008
 QN0008  HISTORY     - Date     Condition        Report By
 QN0008  HISTORY     - 1921     MONUMENTED       CGS
 QN0008  HISTORY     - 1921     GOOD             CGS
 QN0008  HISTORY     - 1928     GOOD             CGS
 QN0008  HISTORY     - 1934     GOOD             NGS
 QN0008  HISTORY     - 1952     MARK NOT FOUND   CGS
 QN0008  HISTORY     - 1985     MARK NOT FOUND   NGS
 QN0008
 QN0008                          STATION DESCRIPTION
 QN0008
 QN0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0008'STATION IS ABOUT 1 MILE W OF PRENTICE, ON THE N SIDE OF THE
 QN0008'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY, ON THE
 QN0008'EXTENSION OF THE N RAIL FROM THE E AND W AT THE FIRST CURVE
 QN0008'W OF PRENTICE.  IT IS ABOUT 75 METERS W OF RAILROAD CULVERT
 QN0008'169 Q.  STATION IS 27.99 METERS (91.855 FEET) N OF THE TRACK.
 QN0008'REFERENCE MARK IS ON THE SAME SIDE OF THE TRACK.
 QN0008'
 QN0008'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD
 QN0008'BRONZE DISKS SET IN CONCRETE.
 QN0008
 QN0008                          STATION RECOVERY (1921)
 QN0008
 QN0008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921
 QN0008'1 MI W FROM PRENTICE.
 QN0008'1 MILE WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 QN0008'RAILROAD FROM PRENTICE, PRICE COUNTY, AT THE FIRST CURVE WEST
 QN0008'OF THE STATION, AT THE INTERSECTION OF THE LINES DEFINED BY THE
 QN0008'NORTH RAIL OF THE WEST TANGENT AND THE NORTH RAIL OF THE EAST
 QN0008'TANGENT, 82 YARDS WEST OF CULVERT 169 Q, AND 91.9 FEET NORTH
 QN0008'OF THE TRACK.  A STANDARD TRIANGULATION-STATION DISK, STAMPED
 QN0008'JEAN 1921 AND SET IN THE TOP OF A CONCRETE POST.
 QN0008
 QN0008                          STATION RECOVERY (1928)
 QN0008
 QN0008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (EJB)
 QN0008'DESCRIPTION ADEQUATE.  MARK IS IN GOOD CONDITION.
 QN0008
 QN0008                          STATION RECOVERY (1934)
 QN0008
 QN0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QN0008'RECOVERED IN GOOD CONDITION.
 QN0008
 QN0008                          STATION RECOVERY (1952)
 QN0008
 QN0008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QN0008'THE STATION MARK WAS NOT LOCATED.  LOCATION OF THE MARK IS
 QN0008'NOW IN A PLOWED FIELD.  IT REQUIRED CLEARING TO USE OLD
 QN0008'REFERENCE MEASUREMENTS, TO DIG FOR THE SUBSURFACE MARK, HOWEVER,
 QN0008'IT SHOULD BE RECOVERABLE, PROBABLY THE SURFACE MARK HAS BEEN
 QN0008'DESTROYED IN PLOWING OF THE FIELD.
 QN0008'
 QN0008'THE REFERENCE MARK WAS RECOVERED AND FOUND TO BE IN GOOD
 QN0008'CONDITION EXCEPT THE STATION DISK HAS BEEN BATTERED UNTIL THE
 QN0008'STAMPING IS NOT VERY LEGIBLE.
 QN0008
 QN0008                          STATION RECOVERY (1985)
 QN0008
 QN0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QN0008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0881 ***********************************************************************
 OM0881  DESIGNATION -  JEFFERSON
 OM0881  PID         -  OM0881
 OM0881  STATE/COUNTY-  WI/JEFFERSON
 OM0881  USGS QUAD   -  JEFFERSON (1971)
 OM0881
 OM0881                         *CURRENT SURVEY CONTROL
 OM0881  ___________________________________________________________________
 OM0881* NAD 83(1991)-  43 00 36.89447(N)    088 48 05.48912(W)     ADJUSTED  
 OM0881* NAVD 88     -       270.     (meters)     886.     (feet)  SCALED    
 OM0881  ___________________________________________________________________
 OM0881  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 OM0881  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 OM0881
 OM0881  HORZ ORDER  -  SECOND
 OM0881
 OM0881.The horizontal coordinates were established by classical geodetic methods
 OM0881.and adjusted by the National Geodetic Survey in November 1991..
 OM0881
 OM0881.The orthometric height was scaled from a topographic map.
 OM0881
 OM0881.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0881
 OM0881.The geoid height was determined by GEOID03.
 OM0881
 OM0881;                    North         East     Units Scale Factor Converg.
 OM0881;SPC WI S     -   112,931.112   697,700.895   MT  0.99995570   +0 49 24.5
 OM0881;SPC WI S     -   370,508.16  2,289,040.35   sFT  0.99995570   +0 49 24.5
 OM0881;UTM  16      - 4,763,527.594   353,183.372   MT  0.99986517   -1 13 44.7
 OM0881
 OM0881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0881!SPC WI S     -   0.99996305  x   0.99995570  =   0.99991875
 OM0881!UTM  16      -   0.99996305  x   0.99986517  =   0.99982822
 OM0881
 OM0881|---------------------------------------------------------------------|
 OM0881| PID    Reference Object                     Distance      Geod. Az  |
 OM0881|                                                           dddmmss.s |
 OM0881| OM0884 JEFFERSON MUNICIPAL TANK             22.120 METERS 00236     |
 OM0881| OM0887 JEFFERSON JCT LADISH MALT ELEV      APPROX. 3.0 KM 0110620.4 |
 OM0881| CI9819 JEFFERSON RM 2                       27.390 METERS 02552     |
 OM0881| CI9817 JEFFERSON AZ MK RESET                              0440909.0 |
 OM0881| OM0890 JEFFERSON ST LAWRENCE CATH CH       APPROX. 1.9 KM 1075023.9 |
 OM0881| CI9816 JEFFERSON AZ MK                                    1195809.2 |
 OM0881| OM0883 JEFFERSON RAD STA KSB 455 MAST       39.692 METERS 18723     |
 OM0881| NH1289 FORT ATKINSON MUNICIPAL TOWER       APPROX. 9.9 KM 1945534.1 |
 OM0881| NH1285 FORT ATKINSON ST PAULS LUTH CH      APPROX. 9.7 KM 1951625.9 |
 OM0881| OM0891 JEFFERSON ST JOHNS CATH CHURCH      394.889 METERS 19524     |
 OM0881| CI9818 JEFFERSON RM 1                       25.251 METERS 26542     |
 OM0881|---------------------------------------------------------------------|
 OM0881
 OM0881                          SUPERSEDED SURVEY CONTROL
 OM0881
 OM0881  NAD 83(1986)-  43 00 36.88719(N)    088 48 05.49544(W) AD(       ) 2
 OM0881  NAD 27      -  43 00 36.87440(N)    088 48 05.12000(W) AD(       ) 2
 OM0881
 OM0881.Superseded values are not recommended for survey control.
 OM0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0881.See file dsdata.txt to determine how the superseded data were derived.
 OM0881
 OM0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5318363528(NAD 83)
 OM0881_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0881
 OM0881  HISTORY     - Date     Condition        Report By
 OM0881  HISTORY     - 1957     MONUMENTED       CGS
 OM0881  HISTORY     - 1965     SEE DESCRIPTION  CGS
 OM0881  HISTORY     - 19940625 GOOD             USPSQD
 OM0881  HISTORY     - 20021113 MARK NOT FOUND   USPSQD
 OM0881
 OM0881                          STATION DESCRIPTION
 OM0881
 OM0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 OM0881'THE STATION IS LOCATED IN THE NORTH EDGE OF JEFFERSON.  IT
 OM0881'IS IN THE SOUTH END OF A TALL WOVEN WIRE ENCLOSURE OWNED
 OM0881'BY THE CITY, 72 FEET SOUTH OF THE RISER OF JEFFERSON MUNICIPAL
 OM0881'WATER TANK, 16 FEET SOUTHWEST OF A 10 INCH OAK TREE, 16
 OM0881'FEET NORTHEAST OF THE GATE AND 12 FEET NORTH OF A WHITE
 OM0881'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 OM0881'JEFFERSON 1957.
 OM0881'
 OM0881'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 18
 OM0881'AND STATE HIGHWAY 26 AND 89 IN THE CENTER OF JEFFERSON,
 OM0881'GO NORTH ON HIGHWAY 26 FOR 0.25 MILE TO OGDEN STREET ON
 OM0881'THE RIGHT.  TURN RIGHT AND GO EAST ON OGDEN STREET FOR 0.25
 OM0881'MILE TO A DRIVEWAY LEFT.* TURN LEFT AND GO NORTH FOR 0.1
 OM0881'MILE TO A GATE AND THE STATION.
 OM0881'
 OM0881'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO EAST ON OGDEN
 OM0881'STREET FOR 0.2 MILE TO THE INTERSECTION OF DEWEY STREET
 OM0881'AND THE MARK IN THE SOUTHWEST ANGLE.
 OM0881'
 OM0881'REFERENCE MARK 1 IS 116 FEET SOUTHWEST OF THE RISER, 7 FEET
 OM0881'NORTH OF A FENCE CORNER AND 1 FOOT EAST OF A FENCE.  THE
 OM0881'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED JEFFERSON
 OM0881'NO 1 1957.
 OM0881'
 OM0881'REFERENCE MARK 2 IS 47 FEET WEST OF A FENCE, 36 FEET EAST
 OM0881'OF THE RISER AND 2 FEET SOUTHWEST OF A POWER LINE POLE.  THE
 OM0881'MONUMENT IS FLUSH AND THE DISK IS STAMPED JEFFERSON NO 2
 OM0881'1957.
 OM0881'
 OM0881'THE AZIMUTH MARK IS 64 FEET NORTHEAST OF THE NORTHEAST CORNER
 OM0881'OF A FRAME HOUSE, 25 FEET SOUTHWEST OF THE INTERSECTION
 OM0881'OF OGDEN STREET AND DEWEY STREET, 6 FEET NORTH OF A POWER
 OM0881'LINE POLE AND 1 FOOT EAST OF THE EAST EDGE OF A SIDEWALK.
 OM0881'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED JEFFERSON
 OM0881'1957.
 OM0881'
 OM0881'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
 OM0881
 OM0881                          STATION RECOVERY (1965)
 OM0881
 OM0881'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 OM0881'STATION RECOVERED AND STATION AND REFERENCE MARKS FOUND IN
 OM0881'GOOD CONDITION.  THE AZIMUTH MARK WAS DESTROYED BY STREET
 OM0881'IMPROVEMENT SO A NEW AZIMUTH MARK WAS ESTABLISHED.
 OM0881'
 OM0881'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 OM0881'FOR RECOVERY.
 OM0881'
 OM0881'THE AZIMUTH MARK IS ABOUT 0.35 MILE NORTHEAST OF THE STATION,
 OM0881'ABOUT 100 YARDS SOUTH OF A RED BARN, 46 PACES NORTH OF A
 OM0881'DRIVEWAY LEADING WEST, 19 FEET WEST OF THE CENTERLINE OF
 OM0881'ROAD, 3 FEET SOUTHEAST OF A POWERLINE POLE, 2 FEET NORTH OF
 OM0881'A METAL WITNESS POST AND 1 FOOT EAST OF A FENCE.  THE MARK
 OM0881'IS ABOUT FLUSH AND THE DISK IS STAMPED JEFFERSON 1957 RESET
 OM0881'1965.
 OM0881'
 OM0881'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH FOR
 OM0881'0.1 MILE, TURN LEFT AND GO EAST ON OGDEN STREET FOR 0.15
 OM0881'MILE TO INTERSECTION WITH DEWEY AVENUE, TURN LEFT AND GO
 OM0881'NORTH FOR 0.4 MILE TO MARK ON LEFT AS DESCRIBED.
 OM0881
 OM0881                          STATION RECOVERY (1994)
 OM0881
 OM0881'RECOVERY NOTE BY US POWER SQUADRON 1994
 OM0881'RECOVERED IN GOOD CONDITION.
 OM0881
 OM0881                          STATION RECOVERY (2002)
 OM0881
 OM0881'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0881'NOT FOUND.  THE WATER TANK WAS REPLACED IN 1998 AND DIMENSIONS TO THE
 OM0881'STATION APPEAR TO NO LONGER APPLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5062 ***********************************************************************
 DH5062  DESIGNATION -  JEFFERSON C GPS
 DH5062  PID         -  DH5062
 DH5062  STATE/COUNTY-  WI/VERNON
 DH5062  USGS QUAD   -  VIROQUA (1985)
 DH5062
 DH5062                         *CURRENT SURVEY CONTROL
 DH5062  ___________________________________________________________________
 DH5062* NAD 83(1997)-  43 36 18.64385(N)    090 56 57.51027(W)     ADJUSTED  
 DH5062* NAVD 88     -                                                        
 DH5062  ___________________________________________________________________
 DH5062  X           -     -76,644.021 (meters)                     COMP
 DH5062  Y           -  -4,625,448.456 (meters)                     COMP
 DH5062  Z           -   4,376,662.157 (meters)                     COMP
 DH5062  LAPLACE CORR-          -9.08  (seconds)                    DEFLEC99
 DH5062  ELLIP HEIGHT-         335.29  (meters)          (08/01/05) GPS OBS
 DH5062  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 DH5062
 DH5062  HORZ ORDER  -  FIRST
 DH5062  ELLP ORDER  -  SECOND    CLASS I
 DH5062
 DH5062.The horizontal coordinates were established by GPS observations
 DH5062.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5062
 DH5062
 DH5062.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5062
 DH5062.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5062
 DH5062.The ellipsoidal height was determined by GPS observations
 DH5062.and is referenced to NAD 83.
 DH5062
 DH5062.The geoid height was determined by GEOID03.
 DH5062
 DH5062;                    North         East     Units Scale Factor Converg.
 DH5062;SPC WI S     -   178,757.176   523,362.835   MT  0.99993887   -0 39 08.2
 DH5062;SPC WI S     -   586,472.50  1,717,066.23   sFT  0.99993887   -0 39 08.2
 DH5062;UTM  15      - 4,830,065.564   665,500.496   MT  0.99993692   +1 24 52.7
 DH5062
 DH5062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5062!SPC WI S     -   0.99994743  x   0.99993887  =   0.99988630
 DH5062!UTM  15      -   0.99994743  x   0.99993692  =   0.99988435
 DH5062
 DH5062                          SUPERSEDED SURVEY CONTROL
 DH5062
 DH5062.No superseded survey control is available for this station.
 DH5062
 DH5062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ6550030066(NAD 83)
 DH5062_MARKER: DD = SURVEY DISK
 DH5062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5062_STAMPING: JEFFERSON C GPS 2004
 DH5062_MARK LOGO: WIDT  
 DH5062_PROJECTION: FLUSH
 DH5062_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5062+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH5062
 DH5062  HISTORY     - Date     Condition        Report By
 DH5062  HISTORY     - 2003     MONUMENTED       WIDT
 DH5062  HISTORY     - 20051228 GOOD             WIDT
 DH5062
 DH5062                          STATION DESCRIPTION
 DH5062
 DH5062'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5062'OWNERSHIP--VERNON COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5062'COUNTY HIGHWAY  Y WITH COUNTY HIGHWAY B ABOUT 4 MI NORTHWEST OF THE
 DH5062'CITY OF VIROQUA, GO NORTH ON  COUNTY HIGHWAY B FOR 0.15 MI TO THE
 DH5062'STATION ON THE RIGHT.  THE STATION IS A BRONZE  WISCONSIN DEPARTMENT
 DH5062'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN  THE TOP
 DH5062'OF A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY
 DH5062'PAVEMENT.  THE  STATION IS 8.9 M EAST OF THE CENTERLINE OF COUNTY
 DH5062'HIGHWAY B, 47.0 M NORTHEAST OF POWER  POLE --3C15E3--, 26.8 M
 DH5062'SOUTHEAST OF POWER POLE --3C15E4--, 1 M WEST OF A CULTIVATED FIELD,
 DH5062'1.0  M WEST OF AN ORANGE 4X4 PLASTIC WITNESS POST, 1.0 M SOUTHEAST OF
 DH5062'AN ORANGE 4X4 PLASTIC  WITNESS POST, AND 1.0 M NORTHEAST OF AN ORANGE
 DH5062'4X4 PLASTIC WITNESS POST.  ---NOTE--THIS  STATION HAS NO VISIBLE
 DH5062'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE  HORIZON.
 DH5062
 DH5062                          STATION RECOVERY (2005)
 DH5062
 DH5062'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5062'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4889 ***********************************************************************
 DG4889  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4889  DESIGNATION -  JEFFERSON E GPS
 DG4889  PID         -  DG4889
 DG4889  STATE/COUNTY-  WI/JEFFERSON
 DG4889  USGS QUAD   -  ROME (1971)
 DG4889
 DG4889                         *CURRENT SURVEY CONTROL
 DG4889  ___________________________________________________________________
 DG4889* NAD 83(1997)-  42 58 29.77012(N)    088 42 26.06276(W)     ADJUSTED  
 DG4889* NAVD 88     -       256.14   (meters)     840.4    (feet)  GPS OBS   
 DG4889  ___________________________________________________________________
 DG4889  X           -     105,450.481 (meters)                     COMP
 DG4889  Y           -  -4,672,824.478 (meters)                     COMP
 DG4889  Z           -   4,325,616.209 (meters)                     COMP
 DG4889  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 DG4889  ELLIP HEIGHT-         221.88  (meters)          (04/02/04) GPS OBS
 DG4889  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 DG4889
 DG4889  HORZ ORDER  -  FIRST
 DG4889  ELLP ORDER  -  FOURTH    CLASS I
 DG4889
 DG4889.The horizontal coordinates were established by GPS observations
 DG4889.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4889
 DG4889.The orthometric height was determined by GPS observations and a
 DG4889.high-resolution geoid model using precise GPS observation and
 DG4889.processing techniques.
 DG4889
 DG4889.Photographs are available for this station.
 DG4889
 DG4889.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4889
 DG4889.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4889
 DG4889.The ellipsoidal height was determined by GPS observations
 DG4889.and is referenced to NAD 83.
 DG4889
 DG4889.The geoid height was determined by GEOID03.
 DG4889
 DG4889;                    North         East     Units Scale Factor Converg.
 DG4889;SPC WI S     -   109,123.626   705,447.330   MT  0.99996006   +0 53 17.7
 DG4889;SPC WI S     -   358,016.43  2,314,455.12   sFT  0.99996006   +0 53 17.7
 DG4889;UTM  16      - 4,759,445.558   360,787.671   MT  0.99983842   -1 09 50.3
 DG4889
 DG4889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4889!SPC WI S     -   0.99996521  x   0.99996006  =   0.99992527
 DG4889!UTM  16      -   0.99996521  x   0.99983842  =   0.99980363
 DG4889
 DG4889                          SUPERSEDED SURVEY CONTROL
 DG4889
 DG4889.No superseded survey control is available for this station.
 DG4889
 DG4889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6078859446(NAD 83)
 DG4889_MARKER: DD = SURVEY DISK
 DG4889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4889_STAMPING: JEFFERSON E GPS 1992
 DG4889_MARK LOGO: WI-055
 DG4889_PROJECTION: FLUSH
 DG4889_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4889+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG4889
 DG4889  HISTORY     - Date     Condition        Report By
 DG4889  HISTORY     - 1992     MONUMENTED       WI-055
 DG4889  HISTORY     - 2002     GOOD             WIDT
 DG4889
 DG4889                          STATION DESCRIPTION
 DG4889
 DG4889'DESCRIBED BY WI DEPT OF TRANSP 2002 (DJH)
 DG4889'THE STATION IS LOCATED ABOUT 12 KM EAST-NORTHEAST OF FORT ATKINSON, 11
 DG4889'KM WEST-SOUTHWEST OF SULLIVAN, AND 9 KM EAST-SOUTHEAST OF JEFFERSON.
 DG4889'OWNERSHIP--JEFFERSON COUNTY. TO REACH THE STATION FROM THE JUNCTION OF
 DG4889'US HIGHWAY 18 WITH STATE HIGHWAY 26 AT THE INTERSECTION OF RACINE
 DG4889'STREET AND MAIN STREET IN THE CITY OF JEFFERSON, GO EAST ON US HIGHWAY
 DG4889'18 (RACINE STREET) FOR 2.1 KM TO COUNTY HIGHWAY Y, TURN RIGHT AND GO
 DG4889'SOUTHEAST ON COUNTY HIGHWAY Y FOR 7.4 KM TO SCHMIDT ROAD ON THE RIGHT,
 DG4889'CONTINUE EAST ON COUNTY HIGHWAY Y FOR 1.1 KM TO THE STATION ON THE
 DG4889'LEFT. THE STATION IS A BRONZE JEFFERSON COUNTY GEODETIC CONTROL MARKER
 DG4889'DISK SET IN THE TOP OF A 30-CM DIAMETER CONCRETE POST SET TO A DEPTH
 DG4889'OF 1.8 M AND ABOUT 0.5 M ABOVE THE HIGHWAY PAVEMENT. THE STATION IS
 DG4889'LOCATED 10.8 M NORTH OF THE CENTERLINE OF COUNTY HIGHWAY Y, 78 M EAST
 DG4889'OF THE CENTERLINE OF PRIVATE ENTRANCE --W3470--, 32.2 M WEST OF A WOOD
 DG4889'POST FOR A --ROAD INTERSECTION TO THE RIGHT AHEAD-- SIGN, AND 2 M
 DG4889'SOUTH OF A CULTIVATED FIELD.  ---NOTE---THE STATION IS 1.0 M EAST,
 DG4889'WEST AND NORTH OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE2---THIS
 DG4889'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DG4889'ABOVE THE HORIZON.
 DG4889' 
 DG4889'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9627 ***********************************************************************
 DF9627  DESIGNATION -  JEFFERSON GPS
 DF9627  PID         -  DF9627
 DF9627  STATE/COUNTY-  WI/JEFFERSON
 DF9627  USGS QUAD   -  JEFFERSON (1971)
 DF9627
 DF9627                         *CURRENT SURVEY CONTROL
 DF9627  ___________________________________________________________________
 DF9627* NAD 83(1997)-  43 00 08.14320(N)    088 46 08.11946(W)     ADJUSTED  
 DF9627* NAVD 88     -       257.980  (meters)     846.39   (feet)  ADJUSTED  
 DF9627  ___________________________________________________________________
 DF9627  X           -     100,375.394 (meters)                     COMP
 DF9627  Y           -  -4,670,867.116 (meters)                     COMP
 DF9627  Z           -   4,327,838.095 (meters)                     COMP
 DF9627  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 DF9627  ELLIP HEIGHT-         223.68  (meters)          (04/02/04) GPS OBS
 DF9627  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 DF9627  DYNAMIC HT  -         257.912 (meters)     846.17  (feet)  COMP
 DF9627  MODELED GRAV-     980,351.0   (mgal)                       NAVD 88
 DF9627
 DF9627  HORZ ORDER  -  FIRST
 DF9627  VERT ORDER  -  SECOND    CLASS I
 DF9627  ELLP ORDER  -  FOURTH    CLASS I
 DF9627
 DF9627.The horizontal coordinates were established by GPS observations
 DF9627.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DF9627
 DF9627.The orthometric height was determined by differential leveling
 DF9627.and adjusted by the National Geodetic Survey in February 2004..
 DF9627.No vertical observational check was made to the station.
 DF9627
 DF9627.Photographs are available for this station.
 DF9627
 DF9627.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9627
 DF9627.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9627
 DF9627.The ellipsoidal height was determined by GPS observations
 DF9627.and is referenced to NAD 83.
 DF9627
 DF9627.The geoid height was determined by GEOID03.
 DF9627
 DF9627.The dynamic height is computed by dividing the NAVD 88
 DF9627.geopotential number by the normal gravity value computed on the
 DF9627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9627.degrees latitude (g = 980.6199 gals.).
 DF9627
 DF9627.The modeled gravity was interpolated from observed gravity values.
 DF9627
 DF9627;                    North         East     Units Scale Factor Converg.
 DF9627;SPC WI S     -   112,082.727   700,371.606   MT  0.99995665   +0 50 45.2
 DF9627;SPC WI S     -   367,724.75  2,297,802.51   sFT  0.99995665   +0 50 45.2
 DF9627;UTM  16      - 4,762,584.189   355,821.730   MT  0.99985573   -1 12 24.0
 DF9627
 DF9627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9627!SPC WI S     -   0.99996492  x   0.99995665  =   0.99992157
 DF9627!UTM  16      -   0.99996492  x   0.99985573  =   0.99982066
 DF9627
 DF9627                          SUPERSEDED SURVEY CONTROL
 DF9627
 DF9627  NAVD 88 (04/02/04)  257.98   (m)          846.4    (f) LEVELING    3  
 DF9627
 DF9627.Superseded values are not recommended for survey control.
 DF9627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9627.See file dsdata.txt to determine how the superseded data were derived.
 DF9627
 DF9627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5582262584(NAD 83)
 DF9627_MARKER: DD = SURVEY DISK
 DF9627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9627_STAMPING: JEFFERSON GPS 1992
 DF9627_MARK LOGO: WI-055
 DF9627_PROJECTION: FLUSH
 DF9627_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9627+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9627
 DF9627  HISTORY     - Date     Condition        Report By
 DF9627  HISTORY     - 1992     MONUMENTED       WI-055
 DF9627  HISTORY     - 2001     GOOD             WIDT
 DF9627
 DF9627                          STATION DESCRIPTION
 DF9627
 DF9627'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9627'THE STATION IS LOCATED ABOUT 10 KM NORTHEAST OF FT ATKINSON, 8 KM
 DF9627'SOUTH OF JOHNSON CREEK, AND 3 KM EAST OF JEFFERSON.  OWNERSHIP--TOWN
 DF9627'OF JEFFERSON. TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 18
 DF9627'WITH STATE HIGHWAY 26 AT THE INTERSECTION OF RACINE STREET AND MAIN
 DF9627'STREET IN THE CITY OF JEFFERSON, GO EAST ON US HIGHWAY 18 (RACINE
 DF9627'STREET) FOR 2.7 KM TO SOUTH SCHODEN ROAD, TURN RIGHT AND GO SOUTH,
 DF9627'THEN EAST ON SOUTH SCHODEN ROAD FOR 0.8 KM TO A PAVED ROAD ON THE
 DF9627'RIGHT, TURN RIGHT AND GO SOUTH ON THE PAVED ROAD FOR 0.2 KM TO THE
 DF9627'STATION ON THE LEFT. THE STATION IS A BRONZE JEFFERSON COUNTY
 DF9627'GEODETIC CONTROL MARKER DISK SET IN THE TOP OF A 30-CM DIAMETER
 DF9627'CONCRETE POST SET TO A DEPTH OF 1.8 M AND ABOUT 1 M ABOVE THE ROAD
 DF9627'PAVEMENT. THE STATION IS 5.9 M EAST OF THE CENTERLINE OF THE PAVED
 DF9627'ROAD, 116 M SOUTH OF CENTER OF PRIVATE ENTRANCE --N4470--, AND 2 M
 DF9627'WEST OF CULTIVATED FIELD. ---NOTE---THE STATION IS EAST, NORTHWEST
 DF9627'AND SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST. ---NOTE2---THIS
 DF9627'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DF9627'ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0886 ***********************************************************************
 OM0886  DESIGNATION -  JEFFERSON JCT LADISH MALT STK
 OM0886  PID         -  OM0886
 OM0886  STATE/COUNTY-  WI/JEFFERSON
 OM0886  USGS QUAD   -  JEFFERSON (1971)
 OM0886
 OM0886                         *CURRENT SURVEY CONTROL
 OM0886  ___________________________________________________________________
 OM0886* NAD 83(1991)-  43 02 17.73947(N)    088 47 35.45578(W)     ADJUSTED  
 OM0886* NAVD 88     -                                                        
 OM0886  ___________________________________________________________________
 OM0886  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 OM0886  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 OM0886
 OM0886  HORZ ORDER  -  THIRD
 OM0886
 OM0886.The horizontal coordinates were established by classical geodetic methods
 OM0886.and adjusted by the National Geodetic Survey in November 1991..
 OM0886
 OM0886
 OM0886.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0886
 OM0886.The geoid height was determined by GEOID03.
 OM0886
 OM0886;                    North         East     Units Scale Factor Converg.
 OM0886;SPC WI S     -   116,052.450   698,335.910   MT  0.99995250   +0 49 45.2
 OM0886;SPC WI S     -   380,748.75  2,291,123.73   sFT  0.99995250   +0 49 45.2
 OM0886;UTM  16      - 4,766,623.902   353,929.726   MT  0.99986248   -1 13 26.5
 OM0886
 OM0886                          SUPERSEDED SURVEY CONTROL
 OM0886
 OM0886  NAD 83(1986)-  43 02 17.73246(N)    088 47 35.46143(W) AD(       ) 4
 OM0886  NAD 27      -  43 02 17.71700(N)    088 47 35.09400(W) AD(       ) 3
 OM0886
 OM0886.Superseded values are not recommended for survey control.
 OM0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0886.See file dsdata.txt to determine how the superseded data were derived.
 OM0886
 OM0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5393066624(NAD 83)
 OM0886
 OM0886  HISTORY     - Date     Condition        Report By
 OM0886  HISTORY     - 1957     MONUMENTED       CGS
 OM0886  HISTORY     - 20021113 MARK NOT FOUND   USPSQD
 OM0886
 OM0886                          STATION DESCRIPTION
 OM0886
 OM0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 OM0886'THE STATION IS THE CENTER OF THE TOP OF THE LADISH MALTING
 OM0886'COMPANY STACK LOCATED ABOUT 2-1/2 MILES NORTH-NORTHEAST OF THE
 OM0886'CENTER OF JEFFERSON, 0.2 MILE WEST OF THE JEFFERSON JCT.
 OM0886'RAILROAD STATION AND IS APPROXIMATELY 10 FEET NORTH OF THE
 OM0886'MALTING COMPANYS POWER PLANT.  THE STACK IS CONSTRUCTED OF
 OM0886'REINFORCED CONCRETE AND IS 156 FEET HIGH.
 OM0886
 OM0886                          STATION RECOVERY (2002)
 OM0886
 OM0886'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0886'NOT RECOVERED.  AN EMPLOYEE STATED THAT THE POWER PLANT AND STACK HAD
 OM0886'BEEN TORN DOWN BEFORE HIS EMPLOYMENT IN 1973.  THE COMPANY'S NAME WAS
 OM0886'CHANGED TO THE CARGILL MALT COMPANY IN 1991.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0887 ***********************************************************************
 OM0887  DESIGNATION -  JEFFERSON JCT LADISH MALT ELEV
 OM0887  PID         -  OM0887
 OM0887  STATE/COUNTY-  WI/JEFFERSON
 OM0887  USGS QUAD   -  JEFFERSON (1971)
 OM0887
 OM0887                         *CURRENT SURVEY CONTROL
 OM0887  ___________________________________________________________________
 OM0887* NAD 83(1991)-  43 02 13.58356(N)    088 47 39.61514(W)     ADJUSTED  
 OM0887* NAVD 88     -                                                        
 OM0887  ___________________________________________________________________
 OM0887  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 OM0887  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 OM0887
 OM0887  HORZ ORDER  -  THIRD
 OM0887
 OM0887.The horizontal coordinates were established by classical geodetic methods
 OM0887.and adjusted by the National Geodetic Survey in November 1991..
 OM0887
 OM0887
 OM0887.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0887
 OM0887.The geoid height was determined by GEOID03.
 OM0887
 OM0887;                    North         East     Units Scale Factor Converg.
 OM0887;SPC WI S     -   115,922.859   698,243.627   MT  0.99995263   +0 49 42.3
 OM0887;SPC WI S     -   380,323.58  2,290,820.97   sFT  0.99995263   +0 49 42.3
 OM0887;UTM  16      - 4,766,497.712   353,832.867   MT  0.99986283   -1 13 29.3
 OM0887
 OM0887                          SUPERSEDED SURVEY CONTROL
 OM0887
 OM0887  NAD 83(1986)-  43 02 13.57630(N)    088 47 39.62145(W) AD(       ) 4
 OM0887  NAD 27      -  43 02 13.55900(N)    088 47 39.24600(W) AD(       ) 3
 OM0887
 OM0887.Superseded values are not recommended for survey control.
 OM0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0887.See file dsdata.txt to determine how the superseded data were derived.
 OM0887
 OM0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5383366498(NAD 83)
 OM0887_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0887+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2002
 OM0887
 OM0887  HISTORY     - Date     Condition        Report By
 OM0887  HISTORY     - 1957     MONUMENTED       CGS
 OM0887  HISTORY     - 20021113 GOOD             USPSQD
 OM0887
 OM0887                          STATION DESCRIPTION
 OM0887
 OM0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 OM0887'THE STATION IS THE CENTER OF THE TOP OF THE VENTILATOR IN THE
 OM0887'CENTER OF THE ELEVATOR.  THE ELEVATOR IS A 64 FEET SQUARE
 OM0887'UNPAINTED CONCRETE STRUCTURE WITH THE LEGEND LADISH MALT PAINTED
 OM0887'IN BLACK LETTERS ON THE EAST SIDE AND IS 273 FEET HIGH.  IT IS
 OM0887'10 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD AND IN THE
 OM0887'CENTER OF A LONG LINE OF CONNECTING STORAGE BINS WHICH RUN
 OM0887'EAST AND WEST.
 OM0887'
 OM0887'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 18 AND
 OM0887'STATE HIGHWAYS 26 AND 89 IN THE CENTER OF JEFFERSON, GO NORTH
 OM0887'ON HIGHWAY 26 FOR 1.85 MILES TO A PAVED ROAD RIGHT.  TURN RIGHT
 OM0887'AND GO EAST ON THE PAVED ROAD FOR 0.75 MILE TO A PAVED SIDE
 OM0887'ROAD LEFT.  TURN LEFT AND GO NORTH ON THE PAVED ROAD FOR 0.3 MILE
 OM0887'TO A SIDE ROAD LEFT AND A PARKING LOT STRAIGHT AHEAD.  TURN
 OM0887'LEFT AND GO WEST ON THE PAVED ROAD FOR 0.05 MILE TO A GUARD
 OM0887'HOUSE ON THE RIGHT AND A GATE STRAIGHT AHEAD.  PASS THROUGH
 OM0887'THE GATE AND CONTINUE WEST FOR 0.2 MILE TO THE ELEVATOR ON THE
 OM0887'LEFT.
 OM0887
 OM0887                          STATION RECOVERY (2002)
 OM0887
 OM0887'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0887'RECOVERED IN GOOD CONDITION.  THE COMPANY'S NAME WAS CHANGED TO THE
 OM0887'CARGILL MALT COMPANY IN 1991, CARGILL IS PAINTED ON THE EAST SIDE OF
 OM0887'THE ELEVATOR.  THE PAVED ROAD IN THE 1957 DESCRIPTION IS NAMED W.
 OM0887'JUNCTION ROAD AND THE SIDE ROAD TO THE LEFT IS NAMED JUNCTION ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0884 ***********************************************************************
 OM0884  DESIGNATION -  JEFFERSON MUNICIPAL TANK
 OM0884  PID         -  OM0884
 OM0884  STATE/COUNTY-  WI/JEFFERSON
 OM0884  USGS QUAD   -  JEFFERSON (1971)
 OM0884
 OM0884                         *CURRENT SURVEY CONTROL
 OM0884  ___________________________________________________________________
 OM0884* NAD 83(1991)-  43 00 37.61054(N)    088 48 05.44471(W)     ADJUSTED  
 OM0884* NAVD 88     -                                                        
 OM0884  ___________________________________________________________________
 OM0884  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 OM0884  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 OM0884
 OM0884  HORZ ORDER  -  THIRD
 OM0884
 OM0884.The horizontal coordinates were established by classical geodetic methods
 OM0884.and adjusted by the National Geodetic Survey in November 1991..
 OM0884
 OM0884
 OM0884.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0884
 OM0884.The geoid height was determined by GEOID03.
 OM0884
 OM0884;                    North         East     Units Scale Factor Converg.
 OM0884;SPC WI S     -   112,953.220   697,701.583   MT  0.99995567   +0 49 24.5
 OM0884;SPC WI S     -   370,580.69  2,289,042.61   sFT  0.99995567   +0 49 24.5
 OM0884;UTM  16      - 4,763,549.662   353,184.851   MT  0.99986517   -1 13 44.7
 OM0884
 OM0884                          SUPERSEDED SURVEY CONTROL
 OM0884
 OM0884  NAD 83(1986)-  43 00 37.60324(N)    088 48 05.45045(W) AD(       ) 4
 OM0884  NAD 27      -  43 00 37.59000(N)    088 48 05.07600(W) AD(       ) 3
 OM0884
 OM0884.Superseded values are not recommended for survey control.
 OM0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0884.See file dsdata.txt to determine how the superseded data were derived.
 OM0884
 OM0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5318563550(NAD 83)
 OM0884
 OM0884  HISTORY     - Date     Condition        Report By
 OM0884  HISTORY     - 1957     MONUMENTED       CGS
 OM0884  HISTORY     - 20021113 MARK NOT FOUND   USPSQD
 OM0884
 OM0884                          STATION DESCRIPTION
 OM0884
 OM0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 OM0884'THE STATION IS THE FINIAL AT THE TOP OF THE TANK.  THE TANK
 OM0884'IS A 6 LEGGED STEEL STRUCTURE OF THE MUSHROOM TYPE, PAINTED
 OM0884'SILVER AND IS ABOUT 60 FEET HIGH.  IT IS LOCATED IN THE
 OM0884'NORTH SECTION OF JEFFERSON AND IS IN THE CENTER OF A TALL,
 OM0884'WOVEN WIRE ENCLOSURE.
 OM0884'
 OM0884'TO REACH THE TANK FROM THE JUNCTION OF U.S. HIGHWAY 18 AND
 OM0884'STATE HIGHWAYS 26 AND 89 IN THE CENTER OF JEFFERSON, GO
 OM0884'NORTH ON HIGHWAY 26 FOR 0.25 MILE TO OGDEN STREET ON THE RIGHT.
 OM0884'TURN RIGHT AND GO EAST ON OGDEN STREET FOR 0.25 MILE TO A
 OM0884'DRIVEWAY LEFT.  TURN LEFT ON THE DRIVEWAY AND GO NORTH FOR
 OM0884'0.1 MILE TO THE TANK.
 OM0884'
 OM0884'THE POINT MEASURED TO WAS THE CENTER OF THE RISER PIPE OF
 OM0884'THE WATER TANK.  THE DISTANCE IS 72.58 FEET, 22.120 METERS
 OM0884'FROM STATION JEFFERSON.
 OM0884
 OM0884                          STATION RECOVERY (2002)
 OM0884
 OM0884'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0884'NOT FOUND.  THE WATER TANK AT THE LOCATION DESCRIBED IN 1957 WAS
 OM0884'REPLACED IN 1998.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4890 ***********************************************************************
 DG4890  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4890  DESIGNATION -  JEFFERSON N GPS
 DG4890  PID         -  DG4890
 DG4890  STATE/COUNTY-  WI/GREEN
 DG4890  USGS QUAD   -  JUDA (1982)
 DG4890
 DG4890                         *CURRENT SURVEY CONTROL
 DG4890  ___________________________________________________________________
 DG4890* NAD 83(1997)-  42 34 28.09659(N)    089 32 35.77050(W)     ADJUSTED  
 DG4890* NAVD 88     -       307.29   (meters)    1008.2    (feet)  GPS OBS   
 DG4890  ___________________________________________________________________
 DG4890  X           -      37,499.416 (meters)                     COMP
 DG4890  Y           -  -4,704,115.754 (meters)                     COMP
 DG4890  Z           -   4,292,995.449 (meters)                     COMP
 DG4890  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 DG4890  ELLIP HEIGHT-         273.73  (meters)          (04/02/04) GPS OBS
 DG4890  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 DG4890
 DG4890  HORZ ORDER  -  FIRST
 DG4890  ELLP ORDER  -  FOURTH    CLASS I
 DG4890
 DG4890.The horizontal coordinates were established by GPS observations
 DG4890.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4890
 DG4890.The orthometric height was determined by GPS observations and a
 DG4890.high-resolution geoid model using precise GPS observation and
 DG4890.processing techniques.
 DG4890
 DG4890.Photographs are available for this station.
 DG4890
 DG4890.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4890
 DG4890.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4890
 DG4890.The ellipsoidal height was determined by GPS observations
 DG4890.and is referenced to NAD 83.
 DG4890
 DG4890.The geoid height was determined by GEOID03.
 DG4890
 DG4890;                    North         East     Units Scale Factor Converg.
 DG4890;SPC WI S     -    63,922.217   637,499.362   MT  1.00003582   +0 18 49.8
 DG4890;SPC WI S     -   209,718.14  2,091,529.16   sFT  1.00003582   +0 18 49.8
 DG4890;UTM  16      - 4,716,697.548   291,271.619   MT  1.00013605   -1 43 16.5
 DG4890
 DG4890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4890!SPC WI S     -   0.99995707  x   1.00003582  =   0.99999289
 DG4890!UTM  16      -   0.99995707  x   1.00013605  =   1.00009312
 DG4890
 DG4890                          SUPERSEDED SURVEY CONTROL
 DG4890
 DG4890.No superseded survey control is available for this station.
 DG4890
 DG4890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9127216698(NAD 83)
 DG4890_MARKER: DD = SURVEY DISK
 DG4890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4890_STAMPING: JEFFERSON N GPS 2002
 DG4890_MARK LOGO: WIDT  
 DG4890_PROJECTION: FLUSH
 DG4890_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4890+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2004
 DG4890
 DG4890  HISTORY     - Date     Condition        Report By
 DG4890  HISTORY     - 2001     MONUMENTED       WIDT
 DG4890  HISTORY     - 20040413 GOOD             USPSQD
 DG4890
 DG4890                          STATION DESCRIPTION
 DG4890
 DG4890'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4890'THE STATION IS LOCATED ABOUT 15 KM SOUTHWEST OF BROADHEAD AND 9 KM
 DG4890'SOUTHEAST OF MONROE.  OWNERSHIP--TOWN OF JEFFERSON.  TO REACH THE
 DG4890'STATION FROM THE JUNCTION OF STATE HIGHWAY 11 AND STATE HIGHWAY 81
 DG4890'WITH STATE HIGHWAY 59 IN THE CITY OF MONROE, GO EAST ON STATE HIGHWAY
 DG4890'11 AND STATE HIGHWAY 81 FOR 6.6 KM TO BALLS MILL ROAD, TURN RIGHT AND
 DG4890'GO SOUTH ON BALLS MILL ROAD FOR 1.0 KM TO MIDDLE JUDA ROAD, TURN LEFT
 DG4890'AND GO EAST ON MIDDLE JUDA ROAD FOR 0.4 KM TO TWIN GROVE ROAD ON THE
 DG4890'RIGHT, TURN RIGHT AND GO SOUTH ON TWIN GROVE ROAD FOR 2.1 KM TO THE
 DG4890'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DG4890'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN TOP OF A
 DG4890'41-CM CONCRETE POST SET TO A DEPTH OF 1.8 M AND ABOUT LEVEL WITH THE
 DG4890'HIGHWAY PAVEMENT.  THE STATION IS 8.2 M WEST OF THE CENTERLINE OF TWIN
 DG4890'GROVE ROAD, 0.7 KM NORTH OF COUNTY HIGHWAY KS, 0.1 KM SOUTH OF
 DG4890'SCHINDLER ROAD, 36.0 M NORTHWEST OF TELEPHONE POLE --WPL 1-8-10
 DG4890'1/48--, AND 1.4 M EAST OF A BARBED WIRE FENCE.  ---NOTE---THE STATION
 DG4890'IS NORTH, SOUTH AND EAST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DG4890'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DG4890'THAN 15 DEGREES ABOVE THE HORIZON.
 DG4890' 
 DG4890'
 DG4890
 DG4890                          STATION RECOVERY (2004)
 DG4890
 DG4890'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DG4890'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0883 ***********************************************************************
 OM0883  DESIGNATION -  JEFFERSON RAD STA KSB 455 MAST
 OM0883  PID         -  OM0883
 OM0883  STATE/COUNTY-  WI/JEFFERSON
 OM0883  USGS QUAD   -  JEFFERSON (1971)
 OM0883
 OM0883                         *CURRENT SURVEY CONTROL
 OM0883  ___________________________________________________________________
 OM0883* NAD 83(1991)-  43 00 35.61891(N)    088 48 05.71433(W)     ADJUSTED  
 OM0883* NAVD 88     -                                                        
 OM0883  ___________________________________________________________________
 OM0883  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 OM0883  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 OM0883
 OM0883  HORZ ORDER  -  THIRD
 OM0883
 OM0883.The horizontal coordinates were established by classical geodetic methods
 OM0883.and adjusted by the National Geodetic Survey in November 1991..
 OM0883
 OM0883
 OM0883.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0883
 OM0883.The geoid height was determined by GEOID03.
 OM0883
 OM0883;                    North         East     Units Scale Factor Converg.
 OM0883;SPC WI S     -   112,891.682   697,696.362   MT  0.99995574   +0 49 24.4
 OM0883;SPC WI S     -   370,378.79  2,289,025.48   sFT  0.99995574   +0 49 24.4
 OM0883;UTM  16      - 4,763,488.355   353,177.430   MT  0.99986520   -1 13 44.9
 OM0883
 OM0883                          SUPERSEDED SURVEY CONTROL
 OM0883
 OM0883  NAD 83(1986)-  43 00 35.61162(N)    088 48 05.72035(W) AD(       ) 4
 OM0883  NAD 27      -  43 00 35.59900(N)    088 48 05.34500(W) AD(       ) 3
 OM0883
 OM0883.Superseded values are not recommended for survey control.
 OM0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0883.See file dsdata.txt to determine how the superseded data were derived.
 OM0883
 OM0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5317763488(NAD 83)
 OM0883
 OM0883  HISTORY     - Date     Condition        Report By
 OM0883  HISTORY     - 1957     MONUMENTED       CGS
 OM0883  HISTORY     - 20021113 MARK NOT FOUND   USPSQD
 OM0883
 OM0883                          STATION DESCRIPTION
 OM0883
 OM0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 OM0883'THE STATION IS THE TOP OF THE MAST.  IT IS A 3 LEGGED STEEL
 OM0883'STRUCTURE PAINTED IN ALTERNATE SECTIONS OF INTERNATIONAL
 OM0883'RED AND WHITE.  IT IS ABOUT 150 FEET HIGH WITH TWO FLASHING
 OM0883'RED LIGHTS ON THE TOP.  IT IS 200 FEET SOUTH OF THE JEFFERSON
 OM0883'MUNICIPAL WATER TANK, 24 FEET WEST OF THE CENTER OF A PAVED
 OM0883'DRIVEWAY, 3 FEET NORTH OF THE NORTH END OF A SMALL FRAME
 OM0883'BUILDING AND IS IN THE NORTH SECTION OF JEFFERSON.
 OM0883'
 OM0883'TO REACH THE MAST FROM THE INTERSECTION OF U.S. HIGHWAY 18 AND
 OM0883'STATE HIGHWAYS 26 AND 89 IN THE CENTER OF JEFFERSON, GO NORTH
 OM0883'ON HIGHWAY 26 FOR 0.25 MILE TO OGDEN STREET ON THE RIGHT.
 OM0883'TURN RIGHT AND GO EAST ON OGDEN STREET FOR 0.25 MILE TO
 OM0883'A DRIVEWAY LEFT.  TURN LEFT ON THE PAVED DRIVEWAY AND GO
 OM0883'NORTH FOR 0.1 MILE TO THE MAST ON THE LEFT.
 OM0883'
 OM0883'THE POINT MEASURED TO WAS THE CENTER OF THE BASE OF THE MAST.
 OM0883'THE DISTANCE IS 130.22 FEET, 39.691 METERS.  FROM STATION
 OM0883'JEFFERSON 1957.
 OM0883'
 OM0883'THE MAST IS OWNED AND OPERATED BY THE JEFFERSON COUNTY SHERIFFS
 OM0883'OFFICE.
 OM0883
 OM0883                          STATION RECOVERY (2002)
 OM0883
 OM0883'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0883'NOT FOUND. THE RADIO MAST APPEARS TO HAVE BEEN REPLACED BY A NEW MAST
 OM0883'WHICH IS CONSTRUCTED OF TUBULAR, UNPAINTED, GALVANIZED STEEL.  THE
 OM0883'MAST IS SOUTH OF A CONCRETE BLOCK BUILDING ENCLOSED WITH A
 OM0883'CHAIN-LINKED FENCE.  A SMALL FRAME BUILDING WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9985 ***********************************************************************
 DF9985  DESIGNATION -  JEFFERSON S GPS
 DF9985  PID         -  DF9985
 DF9985  STATE/COUNTY-  WI/JEFFERSON
 DF9985  USGS QUAD   -  FORT ATKINSON (1971)
 DF9985
 DF9985                         *CURRENT SURVEY CONTROL
 DF9985  ___________________________________________________________________
 DF9985* NAD 83(1997)-  42 58 09.89955(N)    088 48 42.34388(W)     ADJUSTED  
 DF9985* NAVD 88     -       241.561  (meters)     792.52   (feet)  ADJUSTED  
 DF9985  ___________________________________________________________________
 DF9985  X           -      96,934.299 (meters)                     COMP
 DF9985  Y           -  -4,673,416.318 (meters)                     COMP
 DF9985  Z           -   4,325,157.611 (meters)                     COMP
 DF9985  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 DF9985  ELLIP HEIGHT-         207.32  (meters)          (04/02/04) GPS OBS
 DF9985  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 DF9985  DYNAMIC HT  -         241.498 (meters)     792.31  (feet)  COMP
 DF9985  MODELED GRAV-     980,351.6   (mgal)                       NAVD 88
 DF9985
 DF9985  HORZ ORDER  -  FIRST
 DF9985  VERT ORDER  -  SECOND    CLASS I
 DF9985  ELLP ORDER  -  FOURTH    CLASS I
 DF9985
 DF9985.The horizontal coordinates were established by GPS observations
 DF9985.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DF9985
 DF9985.The orthometric height was determined by differential leveling
 DF9985.and adjusted by the National Geodetic Survey in February 2004..
 DF9985
 DF9985.Photographs are available for this station.
 DF9985
 DF9985.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9985
 DF9985.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9985
 DF9985.The ellipsoidal height was determined by GPS observations
 DF9985.and is referenced to NAD 83.
 DF9985
 DF9985.The geoid height was determined by GEOID03.
 DF9985
 DF9985.The dynamic height is computed by dividing the NAVD 88
 DF9985.geopotential number by the normal gravity value computed on the
 DF9985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9985.degrees latitude (g = 980.6199 gals.).
 DF9985
 DF9985.The modeled gravity was interpolated from observed gravity values.
 DF9985
 DF9985;                    North         East     Units Scale Factor Converg.
 DF9985;SPC WI S     -   108,383.697   696,931.019   MT  0.99996078   +0 48 59.2
 DF9985;SPC WI S     -   355,588.85  2,286,514.52   sFT  0.99996078   +0 48 59.2
 DF9985;UTM  16      - 4,759,011.075   352,251.242   MT  0.99986856   -1 14 06.5
 DF9985
 DF9985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9985!SPC WI S     -   0.99996749  x   0.99996078  =   0.99992827
 DF9985!UTM  16      -   0.99996749  x   0.99986856  =   0.99983605
 DF9985
 DF9985                          SUPERSEDED SURVEY CONTROL
 DF9985
 DF9985  NAVD 88 (04/02/04)  241.56   (m)          792.5    (f) LEVELING    3  
 DF9985
 DF9985.Superseded values are not recommended for survey control.
 DF9985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9985.See file dsdata.txt to determine how the superseded data were derived.
 DF9985
 DF9985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5225159011(NAD 83)
 DF9985_MARKER: DD = SURVEY DISK
 DF9985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9985_STAMPING: JEFFERSON S GPS 1992
 DF9985_MARK LOGO: WI-055
 DF9985_PROJECTION: FLUSH
 DF9985_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9985_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9985+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9985
 DF9985  HISTORY     - Date     Condition        Report By
 DF9985  HISTORY     - 1992     MONUMENTED       WI-055
 DF9985  HISTORY     - 2001     GOOD             WIDT
 DF9985
 DF9985                          STATION DESCRIPTION
 DF9985
 DF9985'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9985'THE STATION IS LOCATED ABOUT 48 KM SOUTHEAST OF MADISON, 5 KM
 DF9985'NORTH-NORTHEAST OF FORT ATKINSON AND 4 KM SOUTH OF JEFFERSON.
 DF9985'OWNERSHIP--TOWN OF JEFFERSON.  TO REACH THE STATION FROM THE JUNCTION
 DF9985'OF US HIGHWAY 18 WITH STATE HIGHWAY 26 AT THE INTERSECTION OF RACINE
 DF9985'STREET AND MAIN STREET IN THE CITY OF JEFFERSON, GO SOUTH ON STATE
 DF9985'HIGHWAY 26 (MAIN STREET) FOR 4.3 KM TO AIRPORT ROAD ON THE LEFT, TURN
 DF9985'LEFT AND GO EAST ON AIRPORT ROAD FOR 0.6 KM TO THE STATION ON THE
 DF9985'RIGHT.    THE STATION IS A BRONZE JEFFERSON COUNTY GEODETIC CONTROL
 DF9985'MARKER DISK SET IN THE TOP OF A 30-CM DIAMETER CONCRETE POST SET TO A
 DF9985'DEPTH OF 1.8 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT.    THE STATION
 DF9985'IS 7.5 M SOUTH OF THE CENTERLINE OF AIRPORT ROAD, 106 M WEST OF A
 DF9985'WOOD POST FOR A --NO PARKING-- SIGN, 1.8 M NORTHWEST OF A PLASTIC
 DF9985'ORANGE AND WHITE POST FOR A --WARNING UNDERGROUND CABLE-- SIGN, AND
 DF9985'1.7 M NORTHEAST OF A PLASTIC ORANGE AND WHITE POST FOR A --WARNING
 DF9985'UNDERGROUND CABLE-- SIGN. ---NOTE---THE STATION IS 1.0 M EAST, WEST
 DF9985'AND SOUTH OF AN ORANGE 4X4 PLASTIC WITNESS POST. ---NOTE2---THIS
 DF9985'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DF9985'ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5173 ***********************************************************************
 DH5173  DESIGNATION -  JEFFERSON S GPS
 DH5173  PID         -  DH5173
 DH5173  STATE/COUNTY-  WI/VERNON
 DH5173  USGS QUAD   -  VIROQUA (1985)
 DH5173
 DH5173                         *CURRENT SURVEY CONTROL
 DH5173  ___________________________________________________________________
 DH5173* NAD 83(1997)-  43 33 15.57916(N)    090 58 06.98899(W)     ADJUSTED  
 DH5173* NAVD 88     -                                                        
 DH5173  ___________________________________________________________________
 DH5173  X           -     -78,267.847 (meters)                     COMP
 DH5173  Y           -  -4,629,313.245 (meters)                     COMP
 DH5173  Z           -   4,372,565.787 (meters)                     COMP
 DH5173  LAPLACE CORR-          -9.23  (seconds)                    DEFLEC99
 DH5173  ELLIP HEIGHT-         330.41  (meters)          (08/01/05) GPS OBS
 DH5173  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 DH5173
 DH5173  HORZ ORDER  -  FIRST
 DH5173  ELLP ORDER  -  SECOND    CLASS I
 DH5173
 DH5173.The horizontal coordinates were established by GPS observations
 DH5173.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5173
 DH5173
 DH5173.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5173
 DH5173.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5173
 DH5173.The ellipsoidal height was determined by GPS observations
 DH5173.and is referenced to NAD 83.
 DH5173
 DH5173.The geoid height was determined by GEOID03.
 DH5173
 DH5173;                    North         East     Units Scale Factor Converg.
 DH5173;SPC WI S     -   173,126.043   521,739.234   MT  0.99993611   -0 39 55.9
 DH5173;SPC WI S     -   567,997.69  1,711,739.47   sFT  0.99993611   -0 39 55.9
 DH5173;UTM  15      - 4,824,379.572   664,080.984   MT  0.99993117   +1 24 00.1
 DH5173
 DH5173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5173!SPC WI S     -   0.99994819  x   0.99993611  =   0.99988430
 DH5173!UTM  15      -   0.99994819  x   0.99993117  =   0.99987936
 DH5173
 DH5173                          SUPERSEDED SURVEY CONTROL
 DH5173
 DH5173.No superseded survey control is available for this station.
 DH5173
 DH5173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ6408124380(NAD 83)
 DH5173_MARKER: DD = SURVEY DISK
 DH5173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5173_STAMPING: JEFFERSON S GPS 2004
 DH5173_MARK LOGO: WIDT  
 DH5173_PROJECTION: FLUSH
 DH5173_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5173+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5173
 DH5173  HISTORY     - Date     Condition        Report By
 DH5173  HISTORY     - 2003     MONUMENTED       WIDT
 DH5173
 DH5173                          STATION DESCRIPTION
 DH5173
 DH5173'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5173'OWNERSHIP--TOWNSHIP OF JEFFERSON.  TO REACH THE STATION FROM THE
 DH5173'JUNCTION OF US  HIGHWAY 14, US HIGHWAY 61, STATE HIGHWAY 27 AND STATE
 DH5173'HIGHWAY 82 WEST (MAIN STREET)  WITH STATE HIGHWAY 56 AND STATE HIGHWAY
 DH5173'82 EAST (DECKER STREET) IN THE CITY OF VIROQUA,  GO WEST ON STATE
 DH5173'HIGHWAY 56 (DECKER STREET) FOR 0.5 MI TO WHERE STATE HIGHWAY 56 GOES
 DH5173'NORTH AND TURNS INTO HILLYER AVENUE, TURN RIGHT AND GO NORTH ON STATE
 DH5173'HIGHWAY 56  (HILLYER AVENUE) FOR 0.1 MI TO WHERE STATE HIGHWAY 56 GOES
 DH5173'WEST AND TURNS INTO  BROADWAY STREET, TURN LEFT AND GO WEST ON STATE
 DH5173'HIGHWAY 56 (BROADWAY STREET) FOR 3.8  MI TO SIDIE HOLLOW ROAD ON THE
 DH5173'LEFT, TURN LEFT AND GO SOUTH ON SIDIE HOLLOW ROAD FOR 0.6  MI TO THE
 DH5173'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH5173'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH5173'A 41-CM DIAMETER  CONCRETE POST ABOUT 2 M ABOVE THE ROAD PAVEMENT.
 DH5173'THE STATION IS 9.0 M EAST OF THE  CENTERLINE OF SIDIE HOLLOW ROAD,
 DH5173'0.15 MI NORTH OF THE EXTENDED CETERLINE OF  GABRIELSON LANE, 61 M
 DH5173'SOUTHEAST OF A POWERPOLE --9517EE13--, 2 M WEST OF A CULTIVATED
 DH5173'FIELD, 1.0 M WEST OF AN ORANGE 4X4 PLASTIC WITNESS POST, 1.0 M
 DH5173'SOUTHEAST OF AN ORANGE 4X4  PLASTIC WITNESS POST AND 1.0 M NORTHEAST
 DH5173'OF AN ORANGE 4X4 PLASTIC WITNESS POST.   ---NOTE---THIS STATION HAS NO
 DH5173'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES  ABOVE THE
 DH5173'HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9986 ***********************************************************************
 DF9986  DESIGNATION -  JEFFERSON S GPS AZ MK
 DF9986  PID         -  DF9986
 DF9986  STATE/COUNTY-  WI/JEFFERSON
 DF9986  USGS QUAD   -  FORT ATKINSON (1971)
 DF9986
 DF9986                         *CURRENT SURVEY CONTROL
 DF9986  ___________________________________________________________________
 DF9986* NAD 83(1986)-  42 58 10.     (N)    088 49 04.     (W)     SCALED    
 DF9986* NAVD 88     -       241.834  (meters)     793.42   (feet)  ADJUSTED  
 DF9986  ___________________________________________________________________
 DF9986  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 DF9986  DYNAMIC HT  -         241.770 (meters)     793.21  (feet)  COMP
 DF9986  MODELED GRAV-     980,351.5   (mgal)                       NAVD 88
 DF9986
 DF9986  VERT ORDER  -  SECOND    CLASS I
 DF9986
 DF9986.The horizontal coordinates were scaled from a topographic map and have
 DF9986.an estimated accuracy of +/- 6 seconds.
 DF9986
 DF9986.The orthometric height was determined by differential leveling
 DF9986.and adjusted by the National Geodetic Survey in February 2004..
 DF9986
 DF9986.The geoid height was determined by GEOID03.
 DF9986
 DF9986.The dynamic height is computed by dividing the NAVD 88
 DF9986.geopotential number by the normal gravity value computed on the
 DF9986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9986.degrees latitude (g = 980.6199 gals.).
 DF9986
 DF9986.The modeled gravity was interpolated from observed gravity values.
 DF9986
 DF9986;                    North         East    Units  Estimated Accuracy
 DF9986;SPC WI S     -   108,380.      696,440.      MT  (+/- 180 meters Scaled)
 DF9986
 DF9986                          SUPERSEDED SURVEY CONTROL
 DF9986
 DF9986.No superseded survey control is available for this station.
 DF9986
 DF9986_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN517590(NAD 83)
 DF9986_MARKER: DZ = AZIMUTH MARK DISK
 DF9986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9986_STAMPING: JEFFERSON S GPS 1992
 DF9986_MARK LOGO: WI-055
 DF9986_PROJECTION: FLUSH
 DF9986_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9986+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9986
 DF9986  HISTORY     - Date     Condition        Report By
 DF9986  HISTORY     - 1992     MONUMENTED       WI-055
 DF9986  HISTORY     - 2001     GOOD             WIDT
 DF9986
 DF9986                          STATION DESCRIPTION
 DF9986
 DF9986'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9986'THE STATION IS LOCATED ABOUT 17 KM SOUTHEAST OF CAMBRIDGE, 5 KM
 DF9986'NORTH-NORTHEAST OF FORT ATKINSON, AND 4 KM SOUTH OF JEFFERSON.
 DF9986'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9986'STATION FROM THE JUNCTION OF US HIGHWAY 18 WITH STATE HIGHWAY 26 AT
 DF9986'THE INTERSECTION OF RACINE STREET AND MAIN STREET IN THE CITY OF
 DF9986'JEFFERSON, GO SOUTH ON STATE HIGHWAY 26 (MAIN STREET) FOR 1.4 KM TO
 DF9986'COUNTY HIGHWAY K, CONTINUE SOUTH ON STATE HIGHWAY 26 FOR 2.7 KM TO
 DF9986'AIRPORT ROAD ON THE LEFT, TURN LEFT AND GO EAST ON AIRPORT ROAD FOR
 DF9986'0.2 KM TO THE STATION ON THE RIGHT. THE STATION IS A BRONZE JEFFERSON
 DF9986'COUNTY GEODETIC SURVEY CONTROL MARKER AZIMUTH MARK DISK SET IN THE
 DF9986'TOP OF A 30-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8 M AND
 DF9986'ABOUT 0.5 M BELOW THE ROAD PAVEMENT. THE STATION IS 8.0 M SOUTH OF
 DF9986'THE CENTERLINE OF AIRPORT ROAD, 60.6 M SOUTHWEST OF A METAL POST FOR
 DF9986'A --STOP AHEAD-- SIGN, AND 3 M NORTH OF A CULTIVATED FIELD.
 DF9986'---NOTE---THE STATION IS 0.5 M NORTHWEST OF A WHITE PLASTIC WITNESS
 DF9986'POST. ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DF9986'HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE TO THE
 DF9986'WEST EXTENDING TO 22 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0882 ***********************************************************************
 OM0882  DESIGNATION -  JEFFERSON ST JOHNS LUTH CHURCH
 OM0882  PID         -  OM0882
 OM0882  STATE/COUNTY-  WI/JEFFERSON
 OM0882  USGS QUAD   -  JEFFERSON (1971)
 OM0882
 OM0882                         *CURRENT SURVEY CONTROL
 OM0882  ___________________________________________________________________
 OM0882* NAD 83(1991)-  43 00 24.79377(N)    088 48 18.54014(W)     ADJUSTED  
 OM0882* NAVD 88     -                                                        
 OM0882  ___________________________________________________________________
 OM0882  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 OM0882  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 OM0882
 OM0882  HORZ ORDER  -  THIRD
 OM0882
 OM0882.The horizontal coordinates were established by classical geodetic methods
 OM0882.and adjusted by the National Geodetic Survey in November 1991..
 OM0882
 OM0882
 OM0882.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0882
 OM0882.The geoid height was determined by GEOID03.
 OM0882
 OM0882;                    North         East     Units Scale Factor Converg.
 OM0882;SPC WI S     -   112,553.508   697,410.729   MT  0.99995610   +0 49 15.5
 OM0882;SPC WI S     -   369,269.30  2,288,088.37   sFT  0.99995610   +0 49 15.5
 OM0882;UTM  16      - 4,763,160.658   352,879.895   MT  0.99986627   -1 13 53.4
 OM0882
 OM0882                          SUPERSEDED SURVEY CONTROL
 OM0882
 OM0882  NAD 83(1986)-  43 00 24.78656(N)    088 48 18.54637(W) AD(       ) 4
 OM0882  NAD 27      -  43 00 24.77300(N)    088 48 18.17300(W) AD(       ) 3
 OM0882
 OM0882.Superseded values are not recommended for survey control.
 OM0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0882.See file dsdata.txt to determine how the superseded data were derived.
 OM0882
 OM0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5288063161(NAD 83)
 OM0882_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0882+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2002
 OM0882
 OM0882  HISTORY     - Date     Condition        Report By
 OM0882  HISTORY     - 1957     MONUMENTED       CGS
 OM0882  HISTORY     - 20021113 GOOD             USPSQD
 OM0882
 OM0882                          STATION DESCRIPTION
 OM0882
 OM0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 OM0882'THE STATION IS THE CENTER OF THE GOLD COLORED CROSS WHICH IS
 OM0882'ABOUT 4 FEET TALL.  THE SPIRE IS ABOUT 70 FEET HIGH WITH A
 OM0882'GREY SHINGLED ROOF AND IS ON THE EAST END OF A YELLOW COLORED
 OM0882'BRICK CHURCH.
 OM0882'
 OM0882'IT IS 65 FEET NORTHWEST OF THE INTERSECTION OF WEST STREET
 OM0882'AND CHURCH STREET AND 40 FEET NORTH OF THE CENTERLINE OF
 OM0882'CHURCH STREET.  IT IS IN THE WEST SECTION OF JEFFERSON.
 OM0882
 OM0882                          STATION RECOVERY (2002)
 OM0882
 OM0882'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0882'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0891 ***********************************************************************
 OM0891  DESIGNATION -  JEFFERSON ST JOHNS CATH CHURCH
 OM0891  PID         -  OM0891
 OM0891  STATE/COUNTY-  WI/JEFFERSON
 OM0891  USGS QUAD   -  JEFFERSON (1971)
 OM0891
 OM0891                         *CURRENT SURVEY CONTROL
 OM0891  ___________________________________________________________________
 OM0891* NAD 83(1991)-  43 00 24.55721(N)    088 48 10.11854(W)     ADJUSTED  
 OM0891* NAVD 88     -                                                        
 OM0891  ___________________________________________________________________
 OM0891  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 OM0891  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 OM0891
 OM0891  HORZ ORDER  -  THIRD
 OM0891
 OM0891.The horizontal coordinates were established by classical geodetic methods
 OM0891.and adjusted by the National Geodetic Survey in November 1991..
 OM0891
 OM0891
 OM0891.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0891
 OM0891.The geoid height was determined by GEOID03.
 OM0891
 OM0891;                    North         East     Units Scale Factor Converg.
 OM0891;SPC WI S     -   112,548.945   697,601.536   MT  0.99995610   +0 49 21.3
 OM0891;SPC WI S     -   369,254.33  2,288,714.37   sFT  0.99995610   +0 49 21.3
 OM0891;UTM  16      - 4,763,149.265   353,070.399   MT  0.99986558   -1 13 47.6
 OM0891
 OM0891                          SUPERSEDED SURVEY CONTROL
 OM0891
 OM0891  NAD 83(1986)-  43 00 24.55002(N)    088 48 10.12479(W) AD(       ) 4
 OM0891  NAD 27      -  43 00 24.53600(N)    088 48 09.75000(W) AD(       ) 3
 OM0891
 OM0891.Superseded values are not recommended for survey control.
 OM0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0891.See file dsdata.txt to determine how the superseded data were derived.
 OM0891
 OM0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5307063149(NAD 83)
 OM0891_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0891+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2002
 OM0891
 OM0891  HISTORY     - Date     Condition        Report By
 OM0891  HISTORY     - 1957     MONUMENTED       CGS
 OM0891  HISTORY     - 20021113 GOOD             USPSQD
 OM0891
 OM0891                          STATION DESCRIPTION
 OM0891
 OM0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 OM0891'THE STATION IS THE BASE OF THE SILVER COLORED CROSS ON TOP OF
 OM0891'THE SPIRE.  THE SPIRE SETS ON THE EAST END OF THE YELLOW
 OM0891'COLORED BRICK BUILDING AND THE OVERALL HEIGHT OF THE CHURCH,
 OM0891'SPIRE AND CROSS IS 60 FEET.
 OM0891'
 OM0891'THE CHURCH IS LOCATED IN THE NORTHWEST SECTION OF JEFFERSON.
 OM0891'IT IS 160 FEET NORTH OF THE INTERSECTION OF CHURCH AND SANBORN
 OM0891'STREETS.
 OM0891
 OM0891                          STATION RECOVERY (2002)
 OM0891
 OM0891'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0891'RECOVERED IN GOOD CONDITION.  IT IS LOCATED ON THE NORTH SIDE OF
 OM0891'CHURCH STREET BETWEEN SANBORN AVENUE AND GERMAN AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0890 ***********************************************************************
 OM0890  DESIGNATION -  JEFFERSON ST LAWRENCE CATH CH
 OM0890  PID         -  OM0890
 OM0890  STATE/COUNTY-  WI/JEFFERSON
 OM0890  USGS QUAD   -  JEFFERSON (1971)
 OM0890
 OM0890                         *CURRENT SURVEY CONTROL
 OM0890  ___________________________________________________________________
 OM0890* NAD 83(1991)-  43 00 17.82464(N)    088 46 44.78799(W)     ADJUSTED  
 OM0890* NAVD 88     -                                                        
 OM0890  ___________________________________________________________________
 OM0890  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 OM0890  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 OM0890
 OM0890  HORZ ORDER  -  THIRD
 OM0890
 OM0890.The horizontal coordinates were established by classical geodetic methods
 OM0890.and adjusted by the National Geodetic Survey in November 1991..
 OM0890
 OM0890
 OM0890.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0890
 OM0890.The geoid height was determined by GEOID03.
 OM0890
 OM0890;                    North         East     Units Scale Factor Converg.
 OM0890;SPC WI S     -   112,369.233   699,536.836   MT  0.99995633   +0 50 20.0
 OM0890;SPC WI S     -   368,664.73  2,295,063.77   sFT  0.99995633   +0 50 20.0
 OM0890;UTM  16      - 4,762,900.378   354,997.840   MT  0.99985866   -1 12 49.2
 OM0890
 OM0890                          SUPERSEDED SURVEY CONTROL
 OM0890
 OM0890  NAD 83(1986)-  43 00 17.81745(N)    088 46 44.79423(W) AD(       ) 4
 OM0890  NAD 27      -  43 00 17.80200(N)    088 46 44.41200(W) AD(       ) 3
 OM0890
 OM0890.Superseded values are not recommended for survey control.
 OM0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0890.See file dsdata.txt to determine how the superseded data were derived.
 OM0890
 OM0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5499862900(NAD 83)
 OM0890_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0890+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2002
 OM0890
 OM0890  HISTORY     - Date     Condition        Report By
 OM0890  HISTORY     - 1957     MONUMENTED       CGS
 OM0890  HISTORY     - 20021113 GOOD             USPSQD
 OM0890
 OM0890                          STATION DESCRIPTION
 OM0890
 OM0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 OM0890'THE POINT INTERSECTED WAS THE BASE OF A CROSS AT THE APEX OF THE
 OM0890'SPIRE OF THE ST. LAWRENCE CATHOLIC CHURCH OF JEFFERSON.  THE
 OM0890'CHURCH IS 1.3 MILES EAST OF THE CENTER OF JEFFERSON, 85 FEET
 OM0890'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 18 AND 90 FEET NORTHEAST
 OM0890'OF THE NORTHEAST CORNER OF A RED BRICK DORMITORY.  THE CHURCH
 OM0890'IS OF YELLOW BRICK CONSTRUCTION.  THE SPIRE IS LOCATED ON THE
 OM0890'NORTHEAST CORNER OF THE BUILDING, COVERED WITH GREY SHINGLES
 OM0890'AND IS 40 FEET HIGH.  THE CROSS IS GOLD COLORED AND ABOUT
 OM0890'4 FEET TALL.  OVERALL HEIGHT IS APPROXIMATELY 44 FEET.
 OM0890
 OM0890                          STATION RECOVERY (2002)
 OM0890
 OM0890'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0890'RECOVERED IN GOOD CONDITION.  THE CHURCH IS LOCATED 0.1 MILE EAST OF
 OM0890'THE JUNCTION OF HIGHWAY 18 AND COUNTY ROAD Y ON THE SOUTH SIDE OF
 OM0890'HIGHWAY 18.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9747 ***********************************************************************
 DF9747  DESIGNATION -  JEFFERSON W GPS
 DF9747  PID         -  DF9747
 DF9747  STATE/COUNTY-  WI/GREEN
 DF9747  USGS QUAD   -  JUDA (1982)
 DF9747
 DF9747                         *CURRENT SURVEY CONTROL
 DF9747  ___________________________________________________________________
 DF9747* NAD 83(1997)-  42 32 27.80276(N)    089 34 23.15147(W)     ADJUSTED  
 DF9747* NAVD 88     -       303.812  (meters)     996.76   (feet)  ADJUSTED  
 DF9747  ___________________________________________________________________
 DF9747  X           -      35,069.146 (meters)                     COMP
 DF9747  Y           -  -4,706,642.619 (meters)                     COMP
 DF9747  Z           -   4,290,258.870 (meters)                     COMP
 DF9747  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 DF9747  ELLIP HEIGHT-         270.31  (meters)          (04/02/04) GPS OBS
 DF9747  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 DF9747  DYNAMIC HT  -         303.716 (meters)     996.44  (feet)  COMP
 DF9747  MODELED GRAV-     980,296.7   (mgal)                       NAVD 88
 DF9747
 DF9747  HORZ ORDER  -  FIRST
 DF9747  VERT ORDER  -  SECOND    CLASS I
 DF9747  ELLP ORDER  -  FOURTH    CLASS I
 DF9747
 DF9747.The horizontal coordinates were established by GPS observations
 DF9747.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DF9747
 DF9747.The orthometric height was determined by differential leveling
 DF9747.and adjusted by the National Geodetic Survey in February 2004..
 DF9747.No vertical observational check was made to the station.
 DF9747
 DF9747.Photographs are available for this station.
 DF9747
 DF9747.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9747
 DF9747.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9747
 DF9747.The ellipsoidal height was determined by GPS observations
 DF9747.and is referenced to NAD 83.
 DF9747
 DF9747.The geoid height was determined by GEOID03.
 DF9747
 DF9747.The dynamic height is computed by dividing the NAVD 88
 DF9747.geopotential number by the normal gravity value computed on the
 DF9747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9747.degrees latitude (g = 980.6199 gals.).
 DF9747
 DF9747.The modeled gravity was interpolated from observed gravity values.
 DF9747
 DF9747;                    North         East     Units Scale Factor Converg.
 DF9747;SPC WI S     -    60,197.270   635,069.388   MT  1.00004431   +0 17 36.0
 DF9747;SPC WI S     -   197,497.21  2,083,556.82   sFT  1.00004431   +0 17 36.0
 DF9747;UTM  16      - 4,713,060.839   288,710.681   MT  1.00014929   -1 44 25.3
 DF9747
 DF9747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9747!SPC WI S     -   0.99995761  x   1.00004431  =   1.00000192
 DF9747!UTM  16      -   0.99995761  x   1.00014929  =   1.00010689
 DF9747
 DF9747                          SUPERSEDED SURVEY CONTROL
 DF9747
 DF9747  NAVD 88 (04/02/04)  303.81   (m)          996.8    (f) LEVELING    3  
 DF9747
 DF9747.Superseded values are not recommended for survey control.
 DF9747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9747.See file dsdata.txt to determine how the superseded data were derived.
 DF9747
 DF9747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8871113061(NAD 83)
 DF9747_MARKER: DD = SURVEY DISK
 DF9747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9747_STAMPING: JEFFERSON W GPS 2002
 DF9747_MARK LOGO: WIDT  
 DF9747_PROJECTION: FLUSH
 DF9747_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9747_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9747+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2004
 DF9747
 DF9747  HISTORY     - Date     Condition        Report By
 DF9747  HISTORY     - 2001     MONUMENTED       WIDT
 DF9747  HISTORY     - 20040413 GOOD             USPSQD
 DF9747
 DF9747                          STATION DESCRIPTION
 DF9747
 DF9747'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9747'THE STATION IS LOCATED ABOUT 21 KM EAST-SOUTHEAST OF BROWNTOWN, 19 KM
 DF9747'SOUTHWEST OF BRODHEAD AND 7 KM SOUTHEAST OF MONROE.  OWNERSHIP--GREEN
 DF9747'COUNTY. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 11
 DF9747'WITH STATE HIGHWAY 69 SOUTH WITH STATE HIGHWAY 81 NORTH IN THE CITY
 DF9747'OF MONROE, GO SOUTH ON STATE HIGHWAY 69 FOR 7.5 KM TO COUNTY HIGHWAY
 DF9747'B ON THE RIGHT AND TOWN CENTER ROAD ON THE LEFT, TURN LEFT AND GO
 DF9747'EAST FOR 7.2 KM TO COUNTY HIGHWAY K, TURN RIGHT AND GO SOUTH ON
 DF9747'COUNTY HIGHWAY K FOR 0.6 KM TO THE STATION ON THE LEFT. THE STATION
 DF9747'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DF9747'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DF9747'SET TO A DEPTH OF 1.2 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DF9747'THE STATION IS 8.7 M EAST OF THE CENTERLINE OF COUNTY HIGHWAY K, 44 M
 DF9747'SOUTH OF A FIELD ENTRANCE, 21.9 M NORTHEAST OF TELEPHONE POLE --WPL
 DF9747'1-8-20 24/31--, AND 1.7 M WEST OF A WOVEN WIRE FENCE.  ---NOTE---THE
 DF9747'STATION IS 0.7 M WEST OF AN ORANGE 4X4 FIBERGLASS WITNESS POST.
 DF9747'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9747'THAN 15 DEGREES ABOVE THE HORIZON.
 DF9747
 DF9747                          STATION RECOVERY (2004)
 DF9747
 DF9747'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9747'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5422 ***********************************************************************
 DH5422  DESIGNATION -  JEFFERSON WEST
 DH5422  PID         -  DH5422
 DH5422  STATE/COUNTY-  WI/MONROE
 DH5422  USGS QUAD   -  MELVINA (1983)
 DH5422
 DH5422                         *CURRENT SURVEY CONTROL
 DH5422  ___________________________________________________________________
 DH5422* NAD 83(1997)-  43 46 22.93486(N)    090 46 27.35001(W)     ADJUSTED  
 DH5422* NAVD 88     -                                                        
 DH5422  ___________________________________________________________________
 DH5422  X           -     -62,338.826 (meters)                     COMP
 DH5422  Y           -  -4,612,812.590 (meters)                     COMP
 DH5422  Z           -   4,390,180.883 (meters)                     COMP
 DH5422  LAPLACE CORR-          -6.55  (seconds)                    DEFLEC99
 DH5422  ELLIP HEIGHT-         381.75  (meters)          (08/01/05) GPS OBS
 DH5422  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 DH5422
 DH5422  HORZ ORDER  -  FIRST
 DH5422  ELLP ORDER  -  SECOND    CLASS I
 DH5422
 DH5422.The horizontal coordinates were established by GPS observations
 DH5422.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5422
 DH5422
 DH5422.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5422
 DH5422.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5422
 DH5422.The ellipsoidal height was determined by GPS observations
 DH5422.and is referenced to NAD 83.
 DH5422
 DH5422.The geoid height was determined by GEOID03.
 DH5422
 DH5422;                    North         East     Units Scale Factor Converg.
 DH5422;SPC WI S     -   197,259.441   537,666.791   MT  0.99995357   -0 31 55.2
 DH5422;SPC WI S     -   647,175.35  1,763,995.13   sFT  0.99995357   -0 31 55.2
 DH5422;UTM  15      - 4,849,072.677   679,127.248   MT  0.99999467   +1 32 24.6
 DH5422
 DH5422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5422!SPC WI S     -   0.99994014  x   0.99995357  =   0.99989371
 DH5422!UTM  15      -   0.99994014  x   0.99999467  =   0.99993481
 DH5422
 DH5422                          SUPERSEDED SURVEY CONTROL
 DH5422
 DH5422.No superseded survey control is available for this station.
 DH5422
 DH5422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7912749073(NAD 83)
 DH5422_MARKER: DD = SURVEY DISK
 DH5422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5422_STAMPING: JEFFERSON WEST 1993
 DH5422_MARK LOGO: WI-081
 DH5422_PROJECTION: FLUSH
 DH5422_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5422+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2003
 DH5422
 DH5422  HISTORY     - Date     Condition        Report By
 DH5422  HISTORY     - 1993     MONUMENTED       WI-081
 DH5422  HISTORY     - 20030304 GOOD             WIDT
 DH5422
 DH5422                          STATION DESCRIPTION
 DH5422
 DH5422'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5422'THE STATION IS LOCATED ABOUT 20 KM SOUTH-SOUTHEAST OF SPARTA AND 3 KM
 DH5422'NORTH OF  CASHTON.  OWNERSHIP--TOWNSHIP OF JEFFERSON.  TO REACH THE
 DH5422'STATION FROM THE JUNCTION  OF STATE HIGHWAY 27 WITH STATE HIGHWAY 33
 DH5422'ABOUT 1 KM WEST OF THE VILLAGE OF CASHTON,  GO EAST ON STATE HIGHWAY
 DH5422'33 FOR 1.3 KM TO COUNTY U (AHEAD) AND STATE HIGHWAY 33 ON THE  RIGHT,
 DH5422'GO NORTHEAST ON COUNTY U FOR 2.2 KM TO NEPTUNE ROAD ON THE LEFT, TURN
 DH5422'LEFT AND  GO NORTH ON NEPTUNE ROAD FOR 0.8 KM TO NEOLA AVENUE ON THE
 DH5422'LEFT CONTINUE NORTH ON  NEPTUNE ROAD FOR 0.6 KM TO NESBITT AVENUE ON
 DH5422'THE RIGHT, TURN LEFT AND GO NORTHWEST ON  NEPTUNE ROAD FOR 1.8 KM TO
 DH5422'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE MONROE  COUNTY
 DH5422'GEODETIC CONTROL MARK DISK SET IN THE TOP OF A 45-CM DIAMETER ROUND
 DH5422'CONCRETE  POST AND IS ABOUT LEVEL WITH THE ROAD.  THE STATION IS 6.9 M
 DH5422'NORTH OF THE CENTERLINE OF  NEPTUNE ROAD, 6 M EAST OF THE EXTENDED
 DH5422'CENTERLINE OF PRIVATE ENTRANCE --27725--, 5 M  WEST OF THE CENTERLINE
 DH5422'OF PRIVATE ENTRANCE --27730--,1.0 M NORTH, WEST, AND SOUTH OF  THREE
 DH5422'ORANGE 4X4 PLASTIC WITNESS POSTS AND 0.6 M SOUTH OF A WHITE PLASTIC
 DH5422'WITNESS POST.   ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH5422'EXTENDING HIGHER THAN 15 DEGREES  ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1029 ***********************************************************************
 NH1029  DESIGNATION -  JERICHO
 NH1029  PID         -  NH1029
 NH1029  STATE/COUNTY-  WI/WAUKESHA
 NH1029  USGS QUAD   -  EAGLE (1976)
 NH1029
 NH1029                         *CURRENT SURVEY CONTROL
 NH1029  ___________________________________________________________________
 NH1029* NAD 83(1991)-  42 52 30.99814(N)    088 22 45.88320(W)     ADJUSTED  
 NH1029* NAVD 88     -       303.     (meters)     994.     (feet)  SCALED    
 NH1029  ___________________________________________________________________
 NH1029  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 NH1029  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 NH1029
 NH1029  HORZ ORDER  -  THIRD
 NH1029
 NH1029.The horizontal coordinates were established by classical geodetic methods
 NH1029.and adjusted by the National Geodetic Survey in November 1991..
 NH1029
 NH1029.The orthometric height was scaled from a topographic map.
 NH1029
 NH1029.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1029
 NH1029.The geoid height was determined by GEOID03.
 NH1029
 NH1029;                    North         East     Units Scale Factor Converg.
 NH1029;SPC WI S     -    98,521.960   732,399.554   MT  0.99997441   +1 06 48.6
 NH1029;SPC WI S     -   323,234.13  2,402,880.87   sFT  0.99997441   +1 06 48.6
 NH1029;UTM  16      - 4,747,887.543   387,338.432   MT  0.99975615   -0 56 19.2
 NH1029
 NH1029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1029!SPC WI S     -   0.99995788  x   0.99997441  =   0.99993229
 NH1029!UTM  16      -   0.99995788  x   0.99975615  =   0.99971404
 NH1029
 NH1029|---------------------------------------------------------------------|
 NH1029| PID    Reference Object                     Distance      Geod. Az  |
 NH1029|                                                           dddmmss.s |
 NH1029| CI9821 JERICHO RM 1                          6.895 METERS 09714     |
 NH1029| NH1011 SPRING PRAIRIE RAD KSD 94 MAST      APPROX.20.2 KM 1853949.0 |
 NH1029| CI9820 JERICHO AZ MK                                      2482817.2 |
 NH1029| CI9822 JERICHO RM 2                         10.007 METERS 26935     |
 NH1029|---------------------------------------------------------------------|
 NH1029
 NH1029                          SUPERSEDED SURVEY CONTROL
 NH1029
 NH1029  NAD 83(1986)-  42 52 30.98954(N)    088 22 45.89232(W) AD(       ) 3
 NH1029  NAD 27      -  42 52 30.93350(N)    088 22 45.54640(W) AD(       ) 3
 NH1029
 NH1029.Superseded values are not recommended for survey control.
 NH1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1029.See file dsdata.txt to determine how the superseded data were derived.
 NH1029
 NH1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8733847888(NAD 83)
 NH1029_MARKER: DS = TRIANGULATION STATION DISK
 NH1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1029
 NH1029  HISTORY     - Date     Condition        Report By
 NH1029  HISTORY     - 1957     MONUMENTED       CGS
 NH1029  HISTORY     - 1962     GOOD             LOCENG
 NH1029  HISTORY     - 1982     GOOD             WIDT
 NH1029  HISTORY     - 20060820 GOOD             USPSQD
 NH1029
 NH1029                          STATION DESCRIPTION
 NH1029
 NH1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1029'THE STATION IS ABOUT 5 MILES EAST OF EAGLE, 5 MILES SOUTH-SOUTHWEST
 NH1029'OF NORTH PRAIRIE, ON A HIGH ROAD BANK ON THE SOUTH SIDE
 NH1029'OF STATE HIGHWAY 99, ON THE ROAD RIGHT-OF-WAY.  IT IS 32
 NH1029'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 17 FEET WEST
 NH1029'OF A POWER LINE POLE, 6 FEET WEST OF A WHITE WITNESS POST
 NH1029'AND 3 FEET NORTH OF A WIRE FENCE.  THE MONUMENT PROJECTS
 NH1029'4 INCHES AND THE DISK IS STAMPED JERICHO 1957.
 NH1029'
 NH1029'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 NH1029'99 AND 67 IN EAGLE, GO EAST ON HIGHWAY 99 FOR 2.55 MILES
 NH1029'TO A PAVED CROSSROAD IN THE VILLAGE OF JERICHO.  CONTINUE
 NH1029'EAST ON HIGHWAY 99 FOR 1.65 MILES TO BEULAH ROAD*.  CONTINUE
 NH1029'EAST ON HIGHWAY 99 FOR 0.55 MILE TO THE TOP OF A SMALL HILL
 NH1029'AND THE STATION ON THE RIGHT.  *TO REACH THE AZIMUTH MARK
 NH1029'FROM THIS POINT, GO SOUTH ON BEULAH ROAD FOR 0.3 MILE TO
 NH1029'THE MARK ON THE RIGHT.
 NH1029'
 NH1029'REFERENCE MARK 1 IS 34 FEET SOUTH OF THE CENTERLINE OF THE
 NH1029'HIGHWAY, 16 FEET EAST OF A WHITE WITNESS POST, 5 FEET EAST
 NH1029'OF A POWER LINE POLE AND 2 FEET NORTH OF A WIRE FENCE.  THE
 NH1029'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED JERICHO
 NH1029'NO 1 1957.
 NH1029'
 NH1029'REFERENCE MARK 2 IS 34 FEET SOUTH OF THE CENTERLINE OF
 NH1029'THE HIGHWAY, 39 FEET WEST OF A WHITE WITNESS POST, 9 FEET
 NH1029'EAST OF AN 8 INCH OAK TREE AND 2 FEET NORTH OF A WIRE FENCE.
 NH1029'THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED JERICHO
 NH1029'NO 2 1957.
 NH1029'
 NH1029'THE AZIMUTH MARK IS 23 FEET WEST OF THE CENTERLINE OF BEULAH
 NH1029'ROAD, 24 FEET NORTH OF A 10 INCH HICKORY TREE, 22 FEET SOUTH
 NH1029'OF A 6 INCH OAK TREE AND 1 FOOT EAST OF A WIRE FENCE.  THE
 NH1029'MONUMENT IS FLUSH AND THE DISK IS STAMPED JERICHO 1957.
 NH1029'
 NH1029'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NH1029
 NH1029                          STATION RECOVERY (1962)
 NH1029
 NH1029'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1962
 NH1029'RECOVERED BY THOMAS ENGR AND SURV CO.
 NH1029'
 NH1029'STATION AND AZIMUTH MARKS WERE FOUND UNDISTURBED.  R.M. 1
 NH1029'AND R.M. 2 WERE NOT SEARCHED FOR, BUT THE AREA APPEARS UNDISTURBED.
 NH1029
 NH1029                          STATION RECOVERY (1982)
 NH1029
 NH1029'RECOVERY NOTE BY WI DEPT OF TRANSP 1982
 NH1029'JERICHO 1957 MONUMENT IS ON STEEP BANK WHICH IS ERODING AWAY.
 NH1029'
 NH1029'BECAUSE OF EROSION MARK SHOULD BE MOVED.
 NH1029'
 NH1029'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES EAST OF EAGLE)
 NH1029'5 MILES SOUTH-SOUTHWEST OF NORTH PRAIRIE.
 NH1029
 NH1029                          STATION RECOVERY (2006)
 NH1029
 NH1029'RECOVERY NOTE BY US POWER SQUADRON 2006
 NH1029'STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION.
 NH1029'NOTE-- STATE HIGHWAY 99 IN THE 1957 DESCRIPTION IS NOW COUNTY HIGHWAY
 NH1029'NN.  THE STATION IS 0.2 MILE EAST OF LAURENS PARKWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0177 ***********************************************************************
 QN0177  DESIGNATION -  JEROME
 QN0177  PID         -  QN0177
 QN0177  STATE/COUNTY-  WI/RUSK
 QN0177  USGS QUAD   -  CRANE (1972)
 QN0177
 QN0177                         *CURRENT SURVEY CONTROL
 QN0177  ___________________________________________________________________
 QN0177* NAD 83(1991)-  45 31 29.97010(N)    091 08 59.42842(W)     ADJUSTED  
 QN0177* NAVD 88     -       355.553  (meters)    1166.51   (feet)  ADJUSTED  
 QN0177  ___________________________________________________________________
 QN0177  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 QN0177  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 QN0177  DYNAMIC HT  -         355.534 (meters)    1166.45  (feet)  COMP
 QN0177  MODELED GRAV-     980,554.4   (mgal)                       NAVD 88
 QN0177
 QN0177  HORZ ORDER  -  FIRST
 QN0177  VERT ORDER  -  FIRST     CLASS II
 QN0177
 QN0177.The horizontal coordinates were established by classical geodetic methods
 QN0177.and adjusted by the National Geodetic Survey in November 1991..
 QN0177
 QN0177.The orthometric height was determined by differential leveling
 QN0177.and adjusted by the National Geodetic Survey in June 1991..
 QN0177
 QN0177.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0177
 QN0177.The geoid height was determined by GEOID03.
 QN0177
 QN0177.The dynamic height is computed by dividing the NAVD 88
 QN0177.geopotential number by the normal gravity value computed on the
 QN0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0177.degrees latitude (g = 980.6199 gals.).
 QN0177
 QN0177.The modeled gravity was interpolated from observed gravity values.
 QN0177
 QN0177;                    North         East     Units Scale Factor Converg.
 QN0177;SPC WI C     -   188,619.118   510,172.969   MT  1.00000486   -0 48 40.7
 QN0177;SPC WI C     -   618,827.89  1,673,792.48   sFT  1.00000486   -0 48 40.7
 QN0177;SPC WI N     -    40,475.889   510,172.838   MT  1.00000783   -0 49 46.1
 QN0177;SPC WI N     -   132,794.65  1,673,792.05   sFT  1.00000783   -0 49 46.1
 QN0177;UTM  15      - 5,042,937.866   644,482.600   MT  0.99985666   +1 19 13.5
 QN0177
 QN0177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0177!SPC WI C     -   0.99994901  x   1.00000486  =   0.99995387
 QN0177!SPC WI N     -   0.99994901  x   1.00000783  =   0.99995684
 QN0177!UTM  15      -   0.99994901  x   0.99985666  =   0.99980567
 QN0177
 QN0177:                Primary Azimuth Mark                     Grid Az
 QN0177:SPC WI C     -  MASSIVE                                  152 26 02.6
 QN0177:SPC WI N     -  MASSIVE                                  152 27 08.0
 QN0177:UTM  15      -  MASSIVE                                  150 18 08.4
 QN0177
 QN0177|---------------------------------------------------------------------|
 QN0177| PID    Reference Object                     Distance      Geod. Az  |
 QN0177|                                                           dddmmss.s |
 QN0177| QN0192 MASSIVE                             APPROX. 6.2 KM 1513721.9 |
 QN0177|---------------------------------------------------------------------|
 QN0177
 QN0177                          SUPERSEDED SURVEY CONTROL
 QN0177
 QN0177  NAD 83(1986)-  45 31 29.96571(N)    091 08 59.42602(W) AD(       ) 1
 QN0177  NAD 27      -  45 31 30.08400(N)    091 08 58.87600(W) AD(       ) 1
 QN0177  NGVD 29 (??/??/92)  355.546  (m)         1166.49   (f) ADJ UNCH    1 2
 QN0177
 QN0177.Superseded values are not recommended for survey control.
 QN0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0177.See file dsdata.txt to determine how the superseded data were derived.
 QN0177
 QN0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL4448342938(NAD 83)
 QN0177_MARKER: DS = TRIANGULATION STATION DISK
 QN0177_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QN0177_SP_SET: CONCRETE BLOCK
 QN0177_STAMPING: JEROME 1921
 QN0177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QN0177
 QN0177  HISTORY     - Date     Condition        Report By
 QN0177  HISTORY     - 1921     MONUMENTED       CGS
 QN0177  HISTORY     - 1922     GOOD             NGS
 QN0177  HISTORY     - 1934     GOOD             CGS
 QN0177  HISTORY     - 1934     GOOD             NGS
 QN0177  HISTORY     - 1952     GOOD             CGS
 QN0177  HISTORY     - 1979     SEE DESCRIPTION  NGS
 QN0177  HISTORY     - 20041026 MARK NOT FOUND   WIDT
 QN0177
 QN0177                          STATION DESCRIPTION
 QN0177
 QN0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0177'STATION IS ABOUT 4.25 MILES N OF LADYSMITH, ON THE W SIDE OF THE
 QN0177'TRACK OF THE CHICAGO-DULUTH DIVISION OF THE MINNEAPOLIS, ST. PAUL
 QN0177'AND SAULT STE. MARIE RAILWAY, 1/2 MILE S OF FLAGSTOP JEROME,
 QN0177'200 METERS S OF MILEPOST 358.  IT CONSISTS OF THE REGULATION
 QN0177'BRONZE TABLET SET IN CONCRETE BLOCK 3- BY 3- BY 4 FEET.
 QN0177'
 QN0177'IT IS 8.065 METERS (26.465 FEET) W OF W AND NEAREST RAIL.
 QN0177'
 QN0177'NO REFERENCE MARK.
 QN0177
 QN0177                          STATION RECOVERY (1922)
 QN0177
 QN0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 QN0177'4.8 MI N FROM LADYSMITH.
 QN0177'4.8 MILES NORTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QN0177'MARIE RAILROAD FROM LADYSMITH, RUSK COUNTY, 1/2 MILE SOUTH OF
 QN0177'JEROME, 300 YARDS SOUTH OF MILEPOST 358, AND 26.5 FEET WEST OF
 QN0177'THE WEST RAIL.  A STANDARD TRIANGULATION-STATION DISK, STAMPED
 QN0177'JEROME 1921 AND SET IN THE TOP OF A BLOCK OF CONCRETE ABOUT 3
 QN0177'BY 3 BY 4 FEET.
 QN0177
 QN0177                          STATION RECOVERY (1934)
 QN0177
 QN0177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WM)
 QN0177'STATION FOUND AS DESCRIBED.  MARK IN GOOD CONDITION.  DESCRIPTION
 QN0177'ADEQUATE.
 QN0177
 QN0177                          STATION RECOVERY (1934)
 QN0177
 QN0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QN0177'RECOVERED IN GOOD CONDITION.
 QN0177
 QN0177                          STATION RECOVERY (1952)
 QN0177
 QN0177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QN0177'RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND TO BE IN GOOD
 QN0177'CONDITION.
 QN0177'
 QN0177'THIS IS A TRAVERSE STATION.
 QN0177
 QN0177                          STATION RECOVERY (1979)
 QN0177
 QN0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 QN0177'SEARCHED FOR ON THIS DATE, INACCESSIBLE FOR LEVELS.
 QN0177
 QN0177                          STATION RECOVERY (2004)
 QN0177
 QN0177'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0936 ***********************************************************************
 NH0936  DESIGNATION -  JERRY
 NH0936  PID         -  NH0936
 NH0936  STATE/COUNTY-  WI/DANE
 NH0936  USGS QUAD   -  MT VERNON (1981)
 NH0936
 NH0936                         *CURRENT SURVEY CONTROL
 NH0936  ___________________________________________________________________
 NH0936* NAD 83(1997)-  42 54 24.02204(N)    089 43 53.76523(W)     ADJUSTED  
 NH0936* NAVD 88     -       358.6    (meters)    1177.     (feet)  VERTCON   
 NH0936  ___________________________________________________________________
 NH0936  X           -      21,919.606 (meters)                     COMP
 NH0936  Y           -  -4,679,204.630 (meters)                     COMP
 NH0936  Z           -   4,320,134.582 (meters)                     COMP
 NH0936  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 NH0936  ELLIP HEIGHT-         324.87  (meters)          (06/17/02) GPS OBS
 NH0936  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 NH0936
 NH0936  HORZ ORDER  -  SECOND
 NH0936  ELLP ORDER  -  FOURTH    CLASS I
 NH0936
 NH0936.The horizontal coordinates were established by GPS observations
 NH0936.and adjusted by the National Geodetic Survey in June 2002..
 NH0936
 NH0936.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH0936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH0936
 NH0936.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH0936
 NH0936.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0936
 NH0936.The ellipsoidal height was determined by GPS observations
 NH0936.and is referenced to NAD 83.
 NH0936
 NH0936.The geoid height was determined by GEOID03.
 NH0936
 NH0936;                    North         East     Units Scale Factor Converg.
 NH0936;SPC WI S     -   100,758.288   621,917.867   MT  0.99996957   +0 11 03.9
 NH0936;SPC WI S     -   330,571.15  2,040,408.87   sFT  0.99996957   +0 11 03.9
 NH0936;UTM  16      - 4,754,071.380   277,008.687   MT  1.00021177   -1 51 37.6
 NH0936
 NH0936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0936!SPC WI S     -   0.99994905  x   0.99996957  =   0.99991863
 NH0936!UTM  16      -   0.99994905  x   1.00021177  =   1.00016081
 NH0936
 NH0936                          SUPERSEDED SURVEY CONTROL
 NH0936
 NH0936  NAD 83(1991)-  42 54 24.02154(N)    089 43 53.76384(W) AD(       ) 2
 NH0936  ELLIP H (11/21/91)  324.99   (m)                       GP(       ) 4 1
 NH0936  NAD 83(1986)-  42 54 24.01355(N)    089 43 53.76341(W) AD(       ) 2
 NH0936  NAD 27      -  42 54 24.01295(N)    089 43 53.31841(W) AD(       ) 2
 NH0936  NGVD 29 (07/12/88)  358.7    (m)         1177.     (f) GPS OBS        
 NH0936
 NH0936.Superseded values are not recommended for survey control.
 NH0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0936.See file dsdata.txt to determine how the superseded data were derived.
 NH0936
 NH0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7700954071(NAD 83)
 NH0936_MARKER: DD = SURVEY DISK
 NH0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0936_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0936_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NH0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0936+STABILITY: SURFACE MOTION
 NH0936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH0936+SATELLITE: SATELLITE OBSERVATIONS - 1987
 NH0936
 NH0936  HISTORY     - Date     Condition        Report By
 NH0936  HISTORY     - 1987     MONUMENTED       WI-025
 NH0936
 NH0936                          STATION DESCRIPTION
 NH0936
 NH0936'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 NH0936'THE STATION IS LOCATED 9.6 KM (6.0 MI) SOUTH OF MT HOREB, 5.6 KM
 NH0936'(3.5 MI) WEST-NORTHWEST OF PRIMROSE, AND 2.4 KM (1.5 MI) NORTHEAST
 NH0936'OF FORWARD ALONG COUNTY HIGHWAY JG.  OWNERSHIP--DANE COUNTY, DEPT OF
 NH0936'HIGHWAY AND TRANSPORTATION, 2302 FISH HATCHERY ROAD, MADISON WI
 NH0936'53713, PHONE 608-266-4261.
 NH0936'
 NH0936'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 78 AND
 NH0936'COUNTY HIGHWAY A, SOUTHEAST OF DALEYVILLE, GO EAST-SOUTHEAST ON
 NH0936'COUNTY HIGHWAY A FOR 8.2 KM (5.1 MI) TO THE JUNCTION WITH COUNTY
 NH0936'HIGHWAY JG.  TURN LEFT AND GO NORTHERLY ON COUNTY HIGHWAY JG FOR
 NH0936'1.7 KM (1.1 MI) TO THE STATION ON THE LEFT ON TOP OF ROAD
 NH0936'EMBANKMENT.
 NH0936'
 NH0936'THE STATION IS A STANDARD WI-025 DISK STAMPED---JERRY 1983---, SET
 NH0936'INTO THE TOP OF A ROUND CONCRETE MONUMENT 23 CM IN DIAMETER AND
 NH0936'FLUSH WITH THE GROUND SURFACE.  LOCATED 10.7 METERS (35.0 FT) EAST
 NH0936'OF CENTERLINE OF COUNTY HIGHWAY JG, 7.1 METERS (23.2 FT) EAST OF
 NH0936'EDGE OF ASPHALT OF COUNTY HIGHWAY JG, AND 5.2 METERS (17.0 FT) WEST
 NH0936'FROM EAST SIDE OF OLD PILE OF CUT TREES.
 NH0936'
 NH0936'DANE COUNTY, WISCONSIN 1987.
 NH0936'
 NH0936'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 NH0936'
 NH0936'DESCRIBED BY K.M. COALTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0570 ***********************************************************************
 QN0570  DESIGNATION -  JIM
 QN0570  PID         -  QN0570
 QN0570  STATE/COUNTY-  WI/DUNN
 QN0570  USGS QUAD   -  NORTON (1975)
 QN0570
 QN0570                         *CURRENT SURVEY CONTROL
 QN0570  ___________________________________________________________________
 QN0570* NAD 83(1991)-  45 01 12.29973(N)    091 48 44.34105(W)     ADJUSTED  
 QN0570* NAVD 88     -       342.3    (meters)    1123.     (feet)  VERTCON   
 QN0570  ___________________________________________________________________
 QN0570  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 QN0570  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 QN0570
 QN0570  HORZ ORDER  -  SECOND
 QN0570
 QN0570.The horizontal coordinates were established by classical geodetic methods
 QN0570.and adjusted by the National Geodetic Survey in March 1999..
 QN0570
 QN0570.The NAVD 88 height was computed by applying the VERTCON shift value to
 QN0570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QN0570
 QN0570.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0570
 QN0570.The geoid height was determined by GEOID03.
 QN0570
 QN0570;                    North         East     Units Scale Factor Converg.
 QN0570;SPC WI C     -   133,464.740   457,174.350   MT  0.99994385   -1 16 43.4
 QN0570;SPC WI C     -   437,875.57  1,499,912.85   sFT  0.99994385   -1 16 43.4
 QN0570;UTM  15      - 4,985,867.481   593,574.890   MT  0.99970767   +0 50 24.6
 QN0570
 QN0570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0570!SPC WI C     -   0.99995115  x   0.99994385  =   0.99989500
 QN0570!UTM  15      -   0.99995115  x   0.99970767  =   0.99965883
 QN0570
 QN0570|---------------------------------------------------------------------|
 QN0570| PID    Reference Object                     Distance      Geod. Az  |
 QN0570|                                                           dddmmss.s |
 QN0570| CJ5139 JIM RM 2                             11.235 METERS 02036     |
 QN0570| CJ5138 JIM RM 1                             11.742 METERS 10715     |
 QN0570|---------------------------------------------------------------------|
 QN0570
 QN0570                          SUPERSEDED SURVEY CONTROL
 QN0570
 QN0570  NAD 83(1991)-  45 01 12.29707(N)    091 48 44.34105(W) AD(       ) 2
 QN0570  NAD 83(1986)-  45 01 12.29249(N)    091 48 44.35141(W) AD(       ) 2
 QN0570  NAD 27      -  45 01 12.42695(N)    091 48 43.72686(W) AD(       ) 2
 QN0570  NGVD 29 (07/19/86)  342.3    (m)         1123.     (f) VERT ANG       
 QN0570
 QN0570.Superseded values are not recommended for survey control.
 QN0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0570.See file dsdata.txt to determine how the superseded data were derived.
 QN0570
 QN0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK9357585867(NAD 83)
 QN0570_MARKER: DD = SURVEY DISK
 QN0570_SETTING: 0 = UNSPECIFIED SETTING
 QN0570
 QN0570  HISTORY     - Date     Condition        Report By
 QN0570  HISTORY     - 1972     MONUMENTED       USGS
 QN0570
 QN0570                          STATION DESCRIPTION
 QN0570
 QN0570'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (JSA)
 QN0570'STATION IS ABOUT 5.0 MI. ESE. OF WHEELER, T. 29 N., R. 12 W., NEAR
 QN0570'CENTER W/2 OF SW/4 SEC. 2.
 QN0570'
 QN0570'TO REACH FROM JUNCTIONS OF STATE HIGHWAYS 25 AND 170 IN WHEELER, GO
 QN0570'4.2 MI. ESE. ON STATE HIGHWAY 170 TO JUNCTION OF COUNTY HIGHWAY D,
 QN0570'CONTINUE E. ON 170 FOR ABOUT 3/4 MI. TO A T-RD. N., GO 0.3 MI. N.
 QN0570'ON RD., PARK TRUCK AND WALK E. ALONG POWERLINE TO PROMINENT HILL
 QN0570'AND POWERLINE CLEARING FOR ABOUT 3/8 MI. TO STATION ON RIGHT.
 QN0570'
 QN0570'STATION STAMPED ET JIM 1972 IS 13 FT. S. AND 33 FT. E. OF POWERLINE
 QN0570'POLE, 9 FT. S. AND 108 FT. E. OF POWERLINE AND FENCE AT CENTER LINE
 QN0570'PIPELINE RED AND WHITE POST, 9 FT. N. AND 115 FT. W. CREST OF HILL
 QN0570'AT S. EDGE OF POWERLINE CLEARING, 4 FT. N. OF STEEP BANK DIVIDING
 QN0570'POWERLINE CLEARING AND PIPELINE CLEARING, STATION FLUSH WITH
 QN0570'SURFACE.
 QN0570'
 QN0570'REFERENCE MARK NO. 1 STAMPED JIM NO 1 1972 IS 39 FT. ESE. OF STATION,
 QN0570'3 FT. N. AND 76 FT. W. CREST OF HILL AT S. EDGE OF POWERLINE
 QN0570'CLEARING, 25 FT. S. AND 69 FT. E. OF POWERLINE POLE.
 QN0570'
 QN0570'REFERENCE MARK NO. 2 STAMPED JIM NO 2 1972 IS 37 FT. NNE. OF
 QN0570'STATION, 21 FT. N. AND 45 FT. E. OF POWERLINE POLE, 2 FT. FROM N.
 QN0570'EDGE OF POWERLINE CLEARING.
 QN0570'
 QN0570'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2-IN. COPPER COATED RODS,
 QN0570'CENTERED IN 6-IN. DIAMETER PLASTIC PIPE, 12 IN. LONG AND FILLED WITH
 QN0570'GRAVEL TO WITHIN 1 IN. OF CAP.  ALL MARKS SET FLUSH WITH SURFACE.
 QN0570'
 QN0570'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1318 ***********************************************************************
 PN1318  DESIGNATION -  JOAN
 PN1318  PID         -  PN1318
 PN1318  STATE/COUNTY-  WI/WAUSHARA
 PN1318  USGS QUAD   -  COLOMA (1968)
 PN1318
 PN1318                         *CURRENT SURVEY CONTROL
 PN1318  ___________________________________________________________________
 PN1318* NAD 83(1991)-  44 03 17.46862(N)    089 32 33.71686(W)     ADJUSTED  
 PN1318* NAVD 88     -       362.3    (meters)    1189.     (feet)  VERTCON   
 PN1318  ___________________________________________________________________
 PN1318  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 PN1318  GEOID HEIGHT-         -35.90  (meters)                     GEOID03
 PN1318
 PN1318  HORZ ORDER  -  SECOND
 PN1318
 PN1318.The horizontal coordinates were established by classical geodetic methods
 PN1318.and adjusted by the National Geodetic Survey in November 1991..
 PN1318
 PN1318.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1318
 PN1318.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1318
 PN1318.The geoid height was determined by GEOID03.
 PN1318
 PN1318;                    North         East     Units Scale Factor Converg.
 PN1318;SPC WI S     -   228,382.320   636,644.283   MT  0.99999762   +0 18 51.2
 PN1318;SPC WI S     -   749,284.33  2,088,723.79   sFT  0.99999762   +0 18 51.2
 PN1318;UTM  16      - 4,881,108.775   296,326.961   MT  1.00011022   -1 46 07.2
 PN1318
 PN1318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1318!SPC WI S     -   0.99994882  x   0.99999762  =   0.99994644
 PN1318!UTM  16      -   0.99994882  x   1.00011022  =   1.00005903
 PN1318
 PN1318|---------------------------------------------------------------------|
 PN1318| PID    Reference Object                     Distance      Geod. Az  |
 PN1318|                                                           dddmmss.s |
 PN1318| CS5520 JOAN RM 1                            29.788 METERS 06709     |
 PN1318| CS5521 JOAN RM 2                            56.882 METERS 14157     |
 PN1318|---------------------------------------------------------------------|
 PN1318
 PN1318                          SUPERSEDED SURVEY CONTROL
 PN1318
 PN1318  NAD 83(1986)-  44 03 17.46588(N)    089 32 33.72551(W) AD(       ) 2
 PN1318  NGVD 29 (03/14/91)  362.3    (m)         1189.     (f) VERT ANG       
 PN1318
 PN1318.Superseded values are not recommended for survey control.
 PN1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1318.See file dsdata.txt to determine how the superseded data were derived.
 PN1318
 PN1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP9632781109(NAD 83)
 PN1318_MARKER: DE = TRAVERSE STATION DISK
 PN1318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN1318_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1318+STABILITY: SURFACE MOTION
 PN1318
 PN1318  HISTORY     - Date     Condition        Report By
 PN1318  HISTORY     - 1979     MONUMENTED       WIDT
 PN1318
 PN1318                          STATION DESCRIPTION
 PN1318
 PN1318'DESCRIBED BY WI DEPT OF TRANSP 1979 (LTK)
 PN1318'THE STATION IS LOCATED NEAR USH 51 ABOUT 13 MILES WEST OF WAUTOMA, 4.5
 PN1318'MILES SOUTH OF HANCOCK, AND 2 MILES NORTHWEST OF COLOMA.
 PN1318'
 PN1318'TO REACH THE STATION FROM THE UNITED STATES POST OFFICE AT THE
 PN1318'INTERSECTION OF CTH V AND MAIN STREET IN HANCOCK, GO WEST ON CTH V FOR
 PN1318'0.42 MILES TO JUNCTION WITH USH 51.  PASS UNDER USH 51 AND CONTINUE
 PN1318'WEST ON CTH V FOR 0.14 MILES TO ITS TURN LEFT.  CONTINUE SOUTH ON CTH
 PN1318'V FOR 1.85 MILES TO A Y-INTERSECTION FORMED BY CTH V AND 4TH AVENUE.
 PN1318'VEER LEFT ON 4TH AVENUE AND CONTINUE SOUTH FOR 3.91 MILES TO THE TOP
 PN1318'OF A VERTICAL CURVE AND THE STATION ON THE RIGHT.
 PN1318'
 PN1318'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---JOAN 1979---.  THE
 PN1318'SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 PN1318'MONUMENT WHICH PROJECTS 6 INCHES ABOVE GROUND.  IT IS 186.5 FEET
 PN1318'NORTHWEST OF THE SOUTH END OF WEST RIGHT OF WAY FENCE FOR USH 51, 53.5
 PN1318'FEET WEST OF THE CENTER OF USH 51, 33.5 FEET NORTHEAST OF AN 18 INCH
 PN1318'OAK, 19.3 FEET NORTH OF TELEPHONE POLE NUMBER--3332--, AND 2 FEET WEST
 PN1318'OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 PN1318'MASS OF CONCRETE 4.5 FEET BELOW GROUND.
 PN1318'
 PN1318'REFERENCE MARK 1 IS A BERNTSEN 5 FOOT DRIVEABLE ALUMINUM ROD WITH A
 PN1318'MAGNETIC CAP DRIVEN FLUSH WITH THE GROUND.  THE CAP IS STAMPED---JOAN
 PN1318'RM 1 1979---.  IT IS 186 FEET NORTH OF THE SOUTH END OF THE WEST RIGHT
 PN1318'OF WAY FENCE OF USH 51, 39.5 FEET EAST OF THE CENTER OF 4TH AVENUE,
 PN1318'0.5 FEET WEST OF THE RIGHT OF WAY FENCE, AND 15 FEET LOWER THAN THE
 PN1318'STATION.
 PN1318'
 PN1318'REFERENCE MARK 2 IS A BERNTSEN 5 FOOT DRIVEABLE ALUMINUM ROD WITH A
 PN1318'MAGNETIC CAP DRIVEN FLUSH WITH THE GROUND.  THE CAP IS STAMPED---JOAN
 PN1318'RM 2 1979---.  IT IS 78.5 FEET NORTH OF THE CENTER OF COTTONVILLE
 PN1318'AVENUE, 52.5 FEET WEST OF THE CENTER OF USH 51, 46.3 FEET EAST OF THE
 PN1318'CENTER OF 4TH AVENUE, 0.5 FEET WEST OF THE SOUTH END OF THE WEST RIGHT
 PN1318'OF WAY FENCE OF USH 51, AND 15 FEET LOWER THAN THE STATION.
 PN1318'
 PN1318'NO AZIMUTH MARK WAS SET.  HEIGHT OF LIGHT ABOVE MARK WAS 2.18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1319 ***********************************************************************
 PN1319  DESIGNATION -  JODI
 PN1319  PID         -  PN1319
 PN1319  STATE/COUNTY-  WI/WAUSHARA
 PN1319  USGS QUAD   -  HANCOCK (1984)
 PN1319
 PN1319                         *CURRENT SURVEY CONTROL
 PN1319  ___________________________________________________________________
 PN1319* NAD 83(1991)-  44 11 05.57419(N)    089 31 34.90980(W)     ADJUSTED  
 PN1319* NAVD 88     -       335.2    (meters)    1100.     (feet)  VERTCON   
 PN1319  ___________________________________________________________________
 PN1319  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 PN1319  GEOID HEIGHT-         -35.92  (meters)                     GEOID03
 PN1319
 PN1319  HORZ ORDER  -  SECOND
 PN1319
 PN1319.The horizontal coordinates were established by classical geodetic methods
 PN1319.and adjusted by the National Geodetic Survey in November 1991..
 PN1319
 PN1319.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1319
 PN1319.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1319
 PN1319.The geoid height was determined by GEOID03.
 PN1319
 PN1319;                    North         East     Units Scale Factor Converg.
 PN1319;SPC WI S     -   242,837.714   637,871.178   MT  1.00002616   +0 19 31.6
 PN1319;SPC WI S     -   796,710.07  2,092,749.02   sFT  1.00002616   +0 19 31.6
 PN1319;UTM  16      - 4,895,511.324   298,079.093   MT  1.00010146   -1 45 41.1
 PN1319
 PN1319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1319!SPC WI S     -   0.99995308  x   1.00002616  =   0.99997923
 PN1319!UTM  16      -   0.99995308  x   1.00010146  =   1.00005453
 PN1319
 PN1319|---------------------------------------------------------------------|
 PN1319| PID    Reference Object                     Distance      Geod. Az  |
 PN1319|                                                           dddmmss.s |
 PN1319| CS5522 JODI RM 1                             4.919 METERS 05719     |
 PN1319| CS5523 JODI RM 2                             5.081 METERS 18047     |
 PN1319|---------------------------------------------------------------------|
 PN1319
 PN1319                          SUPERSEDED SURVEY CONTROL
 PN1319
 PN1319  NAD 83(1986)-  44 11 05.57252(N)    089 31 34.91966(W) AD(       ) 2
 PN1319  NGVD 29 (03/14/91)  335.2    (m)         1100.     (f) VERT ANG       
 PN1319
 PN1319.Superseded values are not recommended for survey control.
 PN1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1319.See file dsdata.txt to determine how the superseded data were derived.
 PN1319
 PN1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP9807995511(NAD 83)
 PN1319_MARKER: DE = TRAVERSE STATION DISK
 PN1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN1319_STAMPING: JODI 1980
 PN1319_MARK LOGO: WIDT  
 PN1319_PROJECTION: RECESSED 15 CENTIMETERS
 PN1319_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1319+STABILITY: SURFACE MOTION
 PN1319_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN1319+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2003
 PN1319
 PN1319  HISTORY     - Date     Condition        Report By
 PN1319  HISTORY     - 1980     MONUMENTED       WIDT
 PN1319  HISTORY     - 20030820 GOOD             WIDT
 PN1319
 PN1319                          STATION DESCRIPTION
 PN1319
 PN1319'DESCRIBED BY WI DEPT OF TRANSP 1980 (LTK)
 PN1319'THE STATION IS LOCATED ALONG USH 51 ABOUT 14 MILES WEST NORTHWEST OF
 PN1319'WILD ROSE, 4 MILES NORTH OF HANCOCK, AND 2.5 MILES SOUTHWEST OF
 PN1319'PLAINFIELD.
 PN1319'
 PN1319'TO REACH THE STATION FROM JUNCTION OF STH 73 AND USH 51 WEST OF
 PN1319'PLAINFIELD, GO SOUTH ON USH 51 FOR 2.1 MILES TO THE ARCHER AVENUE
 PN1319'STRUCTURE NUMBER--B-69-16-66--OVER USH 51.  THE STATION IS ON THE
 PN1319'STRUCTURE FILL NEAR THE NORTHEAST CORNER OF THE STRUCTURE.
 PN1319'
 PN1319'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---JODI 1980---.  THE
 PN1319'SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 PN1319'MONUMENT WHICH PROJECTS 2 INCHES ABOVE GROUND.  IT IS 38.5 FEET
 PN1319'EAST SOUTHEAST OF THE CENTER OF THE FUTURE NORTHBOUND ROADWAY OF
 PN1319'USH 51, 11.5 FEET NORTHWEST OF THE NORTHEAST UPPER CORNER OF SLOPE
 PN1319'PAVEMENT ALONG THE EAST STRUCTURE ABUTMENT, 10.0 FEET WEST NORTHWEST
 PN1319'OF THE EAST RIGHT OF WAY FENCE, AND 2 FEET WEST OF A METAL WITNESS
 PN1319'POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 PN1319'4.5 FEET BELOW GROUND.
 PN1319'
 PN1319'REFERENCE MARK 1 IS A STANDARD WIDT DISK STAMPED---JODI RM 1
 PN1319'1980---SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 PN1319'PROJECTS 2 INCHES ABOVE GROUND.  IT IS 49.5 FEET EAST SOUTHEAST OF THE
 PN1319'CENTER OF THE FUTURE NORTHBOUND ROADWAY OF USH 51, 21.5 FEET NORTH
 PN1319'NORTHEAST OF THE NORTHEAST UPPER CORNER OF SLOPE PAVEMENT ALONG THE
 PN1319'EAST STRUCTURE ABUTMENT, 14.5 FEET NORTHEAST OF A METAL WITNESS POST,
 PN1319'1 FOOT WEST NORTHWEST OF THE EAST RIGHT OF WAY FENCE, AND 3 FEET
 PN1319'HIGHER THAN THE STATION.
 PN1319'
 PN1319'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---JODI RM 2
 PN1319'1980---CEMENTED IN A DRILLED HOLE IN A SLOPED CONCRETE PAVEMENT ALONG
 PN1319'THE EAST ABUTMENT OF THE ARCHER AVENUE STRUCTURE OVER USH 51.  IT IS
 PN1319'43 FEET EAST SOUTHEAST OF THE CENTER OF FUTURE NORTHBOUND ROADWAY OF
 PN1319'USH 51, 17 FEET SOUTH OF A METAL WITNESS POST, 7 FEET SOUTH SOUTHWEST
 PN1319'OF THE NORTHEAST UPPER CORNER OF SLOPE PAVEMENT ALONG THE EAST
 PN1319'STRUCTURE ABUTMENT, AND 1.5 FEET WEST NORTHWEST OF THE EAST ABUTMENT.
 PN1319'
 PN1319'NO AZIMUTH MARK WAS SET.  HEIGHT OF LIGHT ABOVE MARK WAS 1.36 METERS.
 PN1319
 PN1319                          STATION RECOVERY (2003)
 PN1319
 PN1319'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 PN1319'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 PN1319'STATION FROM THE JUNCTION OF INTERSTATE 39 AND US HIGHWAY 51 WITH
 PN1319'STATE HIGHWAY 73 ABOUT 2 MI (3.22 KM) WEST OF THE VILLAGE OF
 PN1319'PLAINFIELD, GO SOUTH ON INTERSTATE 39 AND US HIGHWAY 51 FOR 2.0 MI
 PN1319'(3.22 KM) TO THE STATION ON THE LEFT.  THE STATION IS AN ALUMINUM
 PN1319'WISCONSIN DEPARTMENT OF TRANSPORTATION DISK SET IN THE TOP OF A 30-CM
 PN1319'DIAMETER CONCRETE POST ABOUT 4 M (13.1 FT) ABOVE THE HIGHWAY PAVEMENT.
 PN1319'THE STATION IS 12.2 M (40.0 FT) EAST OF THE CENTERLINE OF THE TWO
 PN1319'NORTH BOUND LANES OF INTERSTATE 39 AND US HIGHWAY 51, 15.4 M (50.5 FT)
 PN1319'SOUTHEAST OF THE NORTH END OF A GUARDRAIL, 3.2 M (10.5 FT) NORTHWEST
 PN1319'OF THE NORTHEAST CORNER OF THE BRIDGE ABUTMENT, AND 0.2 M (0.7 FT)
 PN1319'WEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION IS NOT
 PN1319'SUITABLE FOR GPS DUE TO THE BRIDGE FOR ARCHER AVENUE OVERHEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0025 ***********************************************************************
 PN0025  DESIGNATION -  JOE
 PN0025  PID         -  PN0025
 PN0025  STATE/COUNTY-  WI/BROWN
 PN0025  USGS QUAD   -  ONEIDA NORTH (1992)
 PN0025
 PN0025                         *CURRENT SURVEY CONTROL
 PN0025  ___________________________________________________________________
 PN0025* NAD 83(1991)-  44 36 24.05370(N)    088 08 30.61164(W)     ADJUSTED  
 PN0025* NAVD 88     -       224.016  (meters)     734.96   (feet)  ADJUSTED  
 PN0025  ___________________________________________________________________
 PN0025  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 PN0025  GEOID HEIGHT-         -36.18  (meters)                     GEOID03
 PN0025  DYNAMIC HT  -         223.990 (meters)     734.87  (feet)  COMP
 PN0025  MODELED GRAV-     980,495.5   (mgal)                       NAVD 88
 PN0025
 PN0025  HORZ ORDER  -  FIRST
 PN0025  VERT ORDER  -  FIRST     CLASS II
 PN0025
 PN0025.The horizontal coordinates were established by classical geodetic methods
 PN0025.and adjusted by the National Geodetic Survey in November 1991..
 PN0025
 PN0025.The orthometric height was determined by differential leveling
 PN0025.and adjusted by the National Geodetic Survey in June 1991..
 PN0025
 PN0025.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0025
 PN0025.The geoid height was determined by GEOID03.
 PN0025
 PN0025.The dynamic height is computed by dividing the NAVD 88
 PN0025.geopotential number by the normal gravity value computed on the
 PN0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0025.degrees latitude (g = 980.6199 gals.).
 PN0025
 PN0025.The modeled gravity was interpolated from observed gravity values.
 PN0025
 PN0025;                    North         East     Units Scale Factor Converg.
 PN0025;SPC WI C     -    87,620.465   747,489.199   MT  0.99995171   +1 18 39.9
 PN0025;SPC WI C     -   287,468.14  2,452,387.48   sFT  0.99995171   +1 18 39.9
 PN0025;UTM  16      - 4,939,893.279   409,392.151   MT  0.99970096   -0 48 06.8
 PN0025
 PN0025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0025!SPC WI C     -   0.99997055  x   0.99995171  =   0.99992226
 PN0025!UTM  16      -   0.99997055  x   0.99970096  =   0.99967152
 PN0025
 PN0025|---------------------------------------------------------------------|
 PN0025| PID    Reference Object                     Distance      Geod. Az  |
 PN0025|                                                           dddmmss.s |
 PN0025| CJ5140 JOE RM                               25.020 METERS 14437     |
 PN0025| PN0026 ED                                  APPROX. 2.5 KM 1592950.6 |
 PN0025|---------------------------------------------------------------------|
 PN0025
 PN0025                          SUPERSEDED SURVEY CONTROL
 PN0025
 PN0025  NAD 83(1986)-  44 36 24.05985(N)    088 08 30.58146(W) AD(       ) 1
 PN0025  NAD 27      -  44 36 24.08800(N)    088 08 30.18100(W) AD(       ) 1
 PN0025  NGVD 29 (??/??/92)  224.046  (m)          735.06   (f) ADJ UNCH    1 2
 PN0025
 PN0025.Superseded values are not recommended for survey control.
 PN0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0025.See file dsdata.txt to determine how the superseded data were derived.
 PN0025
 PN0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0939239893(NAD 83)
 PN0025_MARKER: DS = TRIANGULATION STATION DISK
 PN0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0025_STAMPING: JOE 1921 ELEV 735.058
 PN0025_MARK LOGO: CGS   
 PN0025_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0025+STABILITY: SURFACE MOTION
 PN0025_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0025+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2005
 PN0025
 PN0025  HISTORY     - Date     Condition        Report By
 PN0025  HISTORY     - 1921     MONUMENTED       CGS
 PN0025  HISTORY     - 1921     GOOD             CGS
 PN0025  HISTORY     - 1934     GOOD             NGS
 PN0025  HISTORY     - 1970     SEE DESCRIPTION  WIPSC
 PN0025  HISTORY     - 1976     GOOD             ALSTER
 PN0025  HISTORY     - 1976     GOOD             ALSTER
 PN0025  HISTORY     - 1985     MARK NOT FOUND   NGS
 PN0025  HISTORY     - 19940523 GOOD             WI-009
 PN0025  HISTORY     - 20040330 MARK NOT FOUND   USPSQD
 PN0025  HISTORY     - 20050815 GOOD             WIDT
 PN0025
 PN0025                          STATION DESCRIPTION
 PN0025
 PN0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 PN0025'STATION IS ABOUT 10 MILES NW OF GREEN BAY, 1 MILE SW
 PN0025'OF ANSTON ON THE E SIDE OF THE CHICAGO AND NORTHWESTERN
 PN0025'RAILWAY, AND ABOUT 125 METERS S OF A WAGON-ROAD CROSSING.
 PN0025'STATION IS 7.88 METERS (25.853 FEET) FROM NEAREST RAIL.
 PN0025'REFERENCE MARK IS ON E SIDE OF TRACK 0.2 METER W OF FENCE LINE.
 PN0025'
 PN0025'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 PN0025'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 PN0025
 PN0025                          STATION RECOVERY (1921)
 PN0025
 PN0025'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921
 PN0025'1.2 MI SE FROM ANSTON.
 PN0025'1-1/4 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PN0025'FROM ANSTON, BROWN COUNTY, 137 YARDS SOUTH OF A ROAD CROSSING, AND
 PN0025'25.9 FEET EAST OF THE EAST RAIL.  A STANDARD TRIANGULATION-STATION
 PN0025'DISK, STAMPED ELEV. 735.058 FT. JOE 1921 AND SET IN THE TOP
 PN0025'OF A CONCRETE POST.
 PN0025
 PN0025                          STATION RECOVERY (1934)
 PN0025
 PN0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PN0025'RECOVERED IN GOOD CONDITION.
 PN0025
 PN0025                          STATION RECOVERY (1970)
 PN0025
 PN0025'RECOVERY NOTE BY WISCONSIN PUBLIC SERVICE COMMISSION 1970 (EAP)
 PN0025'JOE 1921 ELEV. 735.058 FT-VERY GOOD-HOWEVER SOIL EROSION OF
 PN0025'BANK COULD JEPARDIZE THIS LOCATION WITHIN A FEW YEARS.
 PN0025'
 PN0025'CHANGE IN DESCRIPTION--DELETE WAGON ROAD CROSSING AND ADD ASPHALT
 PN0025'ROAD CROSSING.
 PN0025'
 PN0025'DELETE 0.2 METER WEST OF FENCE LINE.
 PN0025
 PN0025                          STATION RECOVERY (1976)
 PN0025
 PN0025'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1976 (JM)
 PN0025'JOE FOUND GOOD.
 PN0025'
 PN0025'DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES NW OF GREEN
 PN0025'BAY.
 PN0025
 PN0025                          STATION RECOVERY (1976)
 PN0025
 PN0025'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1976 (KAK)
 PN0025'ELEV--736.058 FT., JOE 1921 RECOVERED GOOD.
 PN0025'
 PN0025'DESCRIPTION WAGON-ROAD CROSSING SHOULD READ WHITE PINE ROAD.
 PN0025'
 PN0025'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.25 MI. SE OF ANSTON.
 PN0025
 PN0025                          STATION RECOVERY (1985)
 PN0025
 PN0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0025'MARK NOT FOUND.
 PN0025
 PN0025                          STATION RECOVERY (1994)
 PN0025
 PN0025'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0025'RECOVERED AS DESCRIBED.
 PN0025
 PN0025                          STATION RECOVERY (2004)
 PN0025
 PN0025'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0025'MARK NOT FOUND.
 PN0025
 PN0025                          STATION RECOVERY (2005)
 PN0025
 PN0025'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0025'RECOVERED IN GOOD CONDITION. ADD--THE STATION IS 0.4 M NORTHEAST OF A
 PN0025'--YELLOW WITNESS-- SIGN ON A STEEL POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0687 ***********************************************************************
 PO0687  DESIGNATION -  JOHN
 PO0687  PID         -  PO0687
 PO0687  STATE/COUNTY-  WI/JACKSON
 PO0687  USGS QUAD   -  HEGG (1974)
 PO0687
 PO0687                         *CURRENT SURVEY CONTROL
 PO0687  ___________________________________________________________________
 PO0687* NAD 83(1991)-  44 14 56.00067(N)    091 09 36.54364(W)     ADJUSTED  
 PO0687* NAVD 88     -       404.1    (meters)    1326.     (feet)  VERTCON   
 PO0687  ___________________________________________________________________
 PO0687  LAPLACE CORR-          -9.44  (seconds)                    DEFLEC99
 PO0687  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 PO0687
 PO0687  HORZ ORDER  -  SECOND
 PO0687
 PO0687.The horizontal coordinates were established by classical geodetic methods
 PO0687.and adjusted by the National Geodetic Survey in March 1999..
 PO0687
 PO0687.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0687
 PO0687.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0687
 PO0687.The geoid height was determined by GEOID03.
 PO0687
 PO0687;                    North         East     Units Scale Factor Converg.
 PO0687;SPC WI C     -    46,837.797   507,341.702   MT  1.00000021   -0 49 06.9
 PO0687;SPC WI C     -   153,667.01  1,664,503.57   sFT  1.00000021   -0 49 06.9
 PO0687;UTM  15      - 4,901,162.958   646,890.930   MT  0.99986537   +1 17 02.5
 PO0687
 PO0687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0687!SPC WI C     -   0.99994164  x   1.00000021  =   0.99994185
 PO0687!UTM  15      -   0.99994164  x   0.99986537  =   0.99980702
 PO0687
 PO0687|---------------------------------------------------------------------|
 PO0687| PID    Reference Object                     Distance      Geod. Az  |
 PO0687|                                                           dddmmss.s |
 PO0687| CJ5141 JOHN RM 1                             6.156 METERS 01100     |
 PO0687| CJ5142 JOHN RM 2                             7.927 METERS 06115     |
 PO0687|---------------------------------------------------------------------|
 PO0687
 PO0687                          SUPERSEDED SURVEY CONTROL
 PO0687
 PO0687  NAD 83(1991)-  44 14 56.00038(N)    091 09 36.54476(W) AD(       ) 2
 PO0687  NAD 83(1986)-  44 14 55.99520(N)    091 09 36.55324(W) AD(       ) 2
 PO0687  NAD 27      -  44 14 56.14103(N)    091 09 35.99528(W) AD(       ) 2
 PO0687  NGVD 29 (07/19/86)  404.1    (m)         1326.     (f) VERT ANG       
 PO0687
 PO0687.Superseded values are not recommended for survey control.
 PO0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0687.See file dsdata.txt to determine how the superseded data were derived.
 PO0687
 PO0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK4689101163(NAD 83)
 PO0687_MARKER: DD = SURVEY DISK
 PO0687_SETTING: 0 = UNSPECIFIED SETTING
 PO0687
 PO0687  HISTORY     - Date     Condition        Report By
 PO0687  HISTORY     - 1967     MONUMENTED       USGS
 PO0687
 PO0687                          STATION DESCRIPTION
 PO0687
 PO0687'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JFC)
 PO0687'STATION IS LOCATED 5.0 MI S. AND 1.5 MI W. OF TAYLOR, ABOUT 3.5 MI
 PO0687'S. AND 3.5 MI E. OF BLAIR, IN THE SW. QUARTER OF SEC. 31, T. 21 N.,
 PO0687'R. 6 W., ON A NE. POINT OF A HIGH BUTTE, NEAR THE NE. COR. OF A
 PO0687'ROCK QUARRY PIT ON LAND OWNED BY MR. ARNOLD JOHNSON AND ABOUT 0.2
 PO0687'MI SW. OF MR. JOHNSONS HOUSE.
 PO0687'
 PO0687'TO REACH THE STATION FROM THE TAYLOR POST OFFICE, GO 0.05 MI W. ON
 PO0687'CO. HWY. P TO JCT. WITH CO. HWY. N, TURN LEFT AND GO S. ON HWY. N
 PO0687'FOR 4.8 MI TO JCT. OF A BLACKTOP RD. W., TURN RIGHT AND GO W. ON
 PO0687'BLACKTOP RD. FOR 1.3 MI TO A RIGHT ANGLE TURN TO RIGHT AND DRIVE
 PO0687'LEFT TO MR. JOHNSONS HOUSE.  AT THIS POINT LEAVE TRUCK AND HIKE
 PO0687'UP OLD BLADED RD. SW. FOR ABOUT 0.25 MI TO TOP OF BUTTE AND
 PO0687'STATION AS DESCRIBED.
 PO0687'
 PO0687'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED JOHN 1967
 PO0687'CRIMPED ON COPPER WELD RODS DRIVEN FLUSH WITH GROUND AND SET IN 6
 PO0687'IN. TILE FILLED WITH GRAVEL.  STATION MARK ROD IS IN 9 FT TO
 PO0687'REFUSAL.  REFERENCE MARKS ARE IN 5 FT TO REFUSAL.
 PO0687'
 PO0687'STATION MARK IS ON TOP OF A LOW BANK, AT A RIGHT ANGLE COR. OF
 PO0687'BANK, 104 FT NE. OF AND ABOUT 8 FT LOWER THAN A SHARP POINT OF ROCK
 PO0687'IN THE PIT AND 1 FT N. OF A METAL WITNESS POST.
 PO0687'
 PO0687'REFERENCE MARK NO. 1 IS 6.156 M. (20.20 FT) N. OF STATION, ABOUT
 PO0687'6 FT BELOW STATION AND 1 FT S. OF A METAL WITNESS POST.
 PO0687'
 PO0687'REFERENCE MARK NO. 2 IS 7.927 M. (26.01 FT) NE. OF STATION, ABOUT
 PO0687'6 FT BELOW STATION AND 1 FT SW. OF A METAL WITNESS POST.
 PO0687'
 PO0687'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF6102 ***********************************************************************
 DF6102  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6102  DESIGNATION -  JOHNSBURG GPS
 DF6102  PID         -  DF6102
 DF6102  STATE/COUNTY-  WI/FOND DU LAC
 DF6102  USGS QUAD   -  SAINT PETER (1992)
 DF6102
 DF6102                         *CURRENT SURVEY CONTROL
 DF6102  ___________________________________________________________________
 DF6102* NAD 83(1997)-  43 52 19.20649(N)    088 17 32.46718(W)     ADJUSTED  
 DF6102* NAVD 88     -       289.12   (meters)     948.6    (feet)  GPS OBS   
 DF6102  ___________________________________________________________________
 DF6102  X           -     137,243.174 (meters)                     COMP
 DF6102  Y           -  -4,603,481.596 (meters)                     COMP
 DF6102  Z           -   4,398,025.673 (meters)                     COMP
 DF6102  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 DF6102  ELLIP HEIGHT-         253.29  (meters)          (06/11/03) GPS OBS
 DF6102  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 DF6102
 DF6102  HORZ ORDER  -  FIRST
 DF6102  ELLP ORDER  -  THIRD     CLASS I
 DF6102
 DF6102.The horizontal coordinates were established by GPS observations
 DF6102.and adjusted by the National Geodetic Survey in June 2003..
 DF6102
 DF6102.The orthometric height was determined by GPS observations and a
 DF6102.high-resolution geoid model using precise GPS observation and
 DF6102.processing techniques.
 DF6102
 DF6102.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6102
 DF6102.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6102
 DF6102.The ellipsoidal height was determined by GPS observations
 DF6102.and is referenced to NAD 83.
 DF6102
 DF6102.The geoid height was determined by GEOID03.
 DF6102
 DF6102;                    North         East     Units Scale Factor Converg.
 DF6102;SPC WI S     -   209,370.738   737,243.829   MT  0.99996627   +1 10 24.0
 DF6102;SPC WI S     -   686,910.50  2,418,774.13   sFT  0.99996627   +1 10 24.0
 DF6102;UTM  16      - 4,858,468.191   396,163.975   MT  0.99973261   -0 53 44.7
 DF6102
 DF6102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6102!SPC WI S     -   0.99996028  x   0.99996627  =   0.99992656
 DF6102!UTM  16      -   0.99996028  x   0.99973261  =   0.99969290
 DF6102
 DF6102                          SUPERSEDED SURVEY CONTROL
 DF6102
 DF6102.No superseded survey control is available for this station.
 DF6102
 DF6102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9616458468(NAD 83)
 DF6102_MARKER: DD = SURVEY DISK
 DF6102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6102_STAMPING: JOHNSBURG GPS 1993
 DF6102_MARK LOGO: WI-039
 DF6102_PROJECTION: FLUSH
 DF6102_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6102+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2005
 DF6102
 DF6102  HISTORY     - Date     Condition        Report By
 DF6102  HISTORY     - 1993     MONUMENTED       WI-039
 DF6102  HISTORY     - 2002     GOOD             WIDT
 DF6102  HISTORY     - 20030708 GOOD             USPSQD
 DF6102  HISTORY     - 20050822 GOOD             WIDT
 DF6102
 DF6102                          STATION DESCRIPTION
 DF6102
 DF6102'DESCRIBED BY WI DEPT OF TRANSP 2002 (DJH)
 DF6102'THE STATION IS LOCATED ABOUT 21 KM SOUTHWEST OF CHILTON, 17 KM
 DF6102'NORTHEAST OF FOND DU
 DF6102'LAC AND 6 KM NORTHWEST OF MT CALVARY.  OWNERSHIP--FOND DU LAC COUNTY.
 DF6102'TO REACH THE
 DF6102'STATION FROM THE JUNCTION OF US HIGHWAY 151 WITH STATE HIGHWAY 149
 DF6102'ABOUT 7 KM
 DF6102'NORTHEAST OF THE CITY OF FOND DU LAC, GO NORTH ON US HIGHWAY 151 FOR
 DF6102'7.4 KM TO
 DF6102'JOHNSBURG ROAD ON THE RIGHT, TURN RIGHT AND GO EAST ON JOHNSBURG ROAD
 DF6102'FOR 4.5 KM TO
 DF6102'COUNTY HIGHWAY W, TURN RIGHT AND GO SOUTH ON COUNTY HIGHWAY W FOR 0.3
 DF6102'KM TO COUNTY
 DF6102'HIGHWAY W WEST AND COUNTY HIGHWAY Q (SOUTH), CONTINUE SOUTH ON COUNTY
 DF6102'HIGHWAY Q FOR
 DF6102'0.6 KM TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE FOND DU
 DF6102'LAC COUNTY GEODETIC
 DF6102'CONTROL MARKER DISK SET IN THE TOP OF A 45-CM DIAMETER CONCRETE POST
 DF6102'SET TO A DEPTH OF
 DF6102'1.8 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 8.2 M
 DF6102'EAST OF THE
 DF6102'CENTERLINE OF COUNTY HIGHWAY Q, 46.7 M SOUTH-SOUTHEAST OF A POWER POLE
 DF6102'--97/04538--, 8.4 M
 DF6102'NORTHWEST OF A TELEPHONE PEDESTAL --1123--, 5.5 M SOUTHEAST OF A WOOD
 DF6102'POST FOR A
 DF6102'--REDUCED SPEED AHEAD 35 MPH-- SIGN, 5 M WEST OF A CULTIVATED FIELD,
 DF6102'1.0 M WEST, 1.0 M SOUTH,
 DF6102'AND 1.0 M NORTH OF THREE 4X4 ORANGE PLASTIC WITNESS POSTS.
 DF6102'---NOTE---THIS STATION HAS NO
 DF6102'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DF6102'HORIZON EXCEPT FOR A
 DF6102'POWER POLE AND WIRES TO THE WEST EXTENDING TO 30 DEGREES ABOVE THE
 DF6102'HORIZON.
 DF6102'
 DF6102
 DF6102                          STATION RECOVERY (2003)
 DF6102
 DF6102'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6102'RECOVERED IN GOOD CONDITION.
 DF6102
 DF6102                          STATION RECOVERY (2005)
 DF6102
 DF6102'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DF6102'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 4.6 M NORTH OF THE
 DF6102'CENTERLINE OF A FIELD ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0701 ***********************************************************************
 OM0701  DESIGNATION -  JOHNSBURG ST JOHNS CATH CH
 OM0701  PID         -  OM0701
 OM0701  STATE/COUNTY-  WI/FOND DU LAC
 OM0701  USGS QUAD   -  BROTHERTOWN (1992)
 OM0701
 OM0701                         *CURRENT SURVEY CONTROL
 OM0701  ___________________________________________________________________
 OM0701* NAD 83(1991)-  43 52 36.48230(N)    088 17 25.30281(W)     ADJUSTED  
 OM0701* NAVD 88     -                                                        
 OM0701  ___________________________________________________________________
 OM0701  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 OM0701  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 OM0701
 OM0701  HORZ ORDER  -  THIRD
 OM0701
 OM0701.The horizontal coordinates were established by classical geodetic methods
 OM0701.and adjusted by the National Geodetic Survey in November 1991..
 OM0701
 OM0701
 OM0701.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0701
 OM0701.The geoid height was determined by GEOID03.
 OM0701
 OM0701;                    North         East     Units Scale Factor Converg.
 OM0701;SPC WI S     -   209,907.083   737,392.821   MT  0.99996696   +1 10 28.9
 OM0701;SPC WI S     -   688,670.15  2,419,262.95   sFT  0.99996696   +1 10 28.9
 OM0701;UTM  16      - 4,858,998.682   396,332.194   MT  0.99973218   -0 53 40.0
 OM0701
 OM0701                          SUPERSEDED SURVEY CONTROL
 OM0701
 OM0701  NAD 83(1986)-  43 52 36.47375(N)    088 17 25.30362(W) AD(       ) 4
 OM0701  NAD 27      -  43 52 36.49900(N)    088 17 24.93800(W) AD(       ) 3
 OM0701
 OM0701.Superseded values are not recommended for survey control.
 OM0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0701.See file dsdata.txt to determine how the superseded data were derived.
 OM0701
 OM0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9633258999(NAD 83)
 OM0701_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0701+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2002
 OM0701
 OM0701  HISTORY     - Date     Condition        Report By
 OM0701  HISTORY     - 1953     MONUMENTED       CGS
 OM0701  HISTORY     - 19970209 GOOD             USPSQD
 OM0701  HISTORY     - 20021107 GOOD             USPSQD
 OM0701  HISTORY     - 20040307 GOOD             USPSQD
 OM0701
 OM0701                          STATION DESCRIPTION
 OM0701
 OM0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0701'STATION IS THE CENTER OF THE TOP OF THE SPIRE, LOCATED ABOUT
 OM0701'300 FEET SOUTHWEST OF THE INTERSECTION OF COUNTY HIGHWAYS
 OM0701'Q AND W IN THE VILLAGE OF JOHNSBURG.  THE SPIRE IS AT THE
 OM0701'TOP OF A GRAY STONE STRUCTURE, LOCATED ON THE EAST END OF
 OM0701'THE CHURCH.  IT IS ABOUT 115 HIGH.
 OM0701
 OM0701                          STATION RECOVERY (1997)
 OM0701
 OM0701'RECOVERY NOTE BY US POWER SQUADRON 1997
 OM0701'RECOVERED IN GOOD CONDITION.
 OM0701
 OM0701                          STATION RECOVERY (2002)
 OM0701
 OM0701'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0701'RECOVERED IN GOOD CONDITION.
 OM0701
 OM0701                          STATION RECOVERY (2004)
 OM0701
 OM0701'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 OM0701'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0161 ***********************************************************************
 QN0161  DESIGNATION -  JOHNSON
 QN0161  PID         -  QN0161
 QN0161  STATE/COUNTY-  WI/SAWYER
 QN0161  USGS QUAD   -  HAUER (1971)
 QN0161
 QN0161                         *CURRENT SURVEY CONTROL
 QN0161  ___________________________________________________________________
 QN0161* NAD 83(1991)-  45 47 54.83740(N)    091 27 21.58235(W)     ADJUSTED  
 QN0161* NAVD 88     -       404.382  (meters)    1326.71   (feet)  POSTED    
 QN0161  ___________________________________________________________________
 QN0161  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 QN0161  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 QN0161  DYNAMIC HT  -         404.360 (meters)    1326.64  (feet)  COMP
 QN0161  MODELED GRAV-     980,553.5   (mgal)                       NAVD 88
 QN0161
 QN0161  HORZ ORDER  -  FIRST
 QN0161  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QN0161
 QN0161.The horizontal coordinates were established by classical geodetic methods
 QN0161.and adjusted by the National Geodetic Survey in March 1999..
 QN0161
 QN0161.The orthometric height was determined by differential leveling
 QN0161.and adjusted by the National Geodetic Survey in 1992..
 QN0161.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QN0161.rate of 0.0 thru 1.0 mm/km.
 QN0161
 QN0161.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0161
 QN0161.The geoid height was determined by GEOID03.
 QN0161
 QN0161.The dynamic height is computed by dividing the NAVD 88
 QN0161.geopotential number by the normal gravity value computed on the
 QN0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0161.degrees latitude (g = 980.6199 gals.).
 QN0161
 QN0161.The modeled gravity was interpolated from observed gravity values.
 QN0161
 QN0161;                    North         East     Units Scale Factor Converg.
 QN0161;SPC WI N     -    71,268.991   486,815.429   MT  0.99996599   -1 03 01.1
 QN0161;SPC WI N     -   233,821.68  1,597,160.29   sFT  0.99996599   -1 03 01.1
 QN0161;UTM  15      - 5,072,826.341   619,988.588   MT  0.99977700   +1 06 25.3
 QN0161
 QN0161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0161!SPC WI N     -   0.99994126  x   0.99996599  =   0.99990725
 QN0161!UTM  15      -   0.99994126  x   0.99977700  =   0.99971827
 QN0161
 QN0161:                Primary Azimuth Mark                     Grid Az
 QN0161:SPC WI N     -  FAITH                                    111 20 05.1
 QN0161:UTM  15      -  FAITH                                    109 10 38.7
 QN0161
 QN0161|---------------------------------------------------------------------|
 QN0161| PID    Reference Object                     Distance      Geod. Az  |
 QN0161|                                                           dddmmss.s |
 QN0161| QN0162 FAITH                               APPROX. 0.8 KM 1101704.0 |
 QN0161|---------------------------------------------------------------------|
 QN0161
 QN0161                          SUPERSEDED SURVEY CONTROL
 QN0161
 QN0161  NAD 83(1991)-  45 47 54.83706(N)    091 27 21.58217(W) AD(       ) 1
 QN0161  NAD 83(1986)-  45 47 54.83269(N)    091 27 21.57851(W) AD(       ) 1
 QN0161  NAD 27      -  45 47 54.99600(N)    091 27 20.99300(W) AD(       ) 1
 QN0161  NGVD 29 (??/??/92)  404.408  (m)         1326.80   (f) ADJ UNCH    1 2
 QN0161
 QN0161.Superseded values are not recommended for survey control.
 QN0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0161.See file dsdata.txt to determine how the superseded data were derived.
 QN0161
 QN0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1998972826(NAD 83)
 QN0161_MARKER: DS = TRIANGULATION STATION DISK
 QN0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0161_STAMPING: JOHNSON 1921
 QN0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0161+STABILITY: SURFACE MOTION
 QN0161
 QN0161  HISTORY     - Date     Condition        Report By
 QN0161  HISTORY     - 1921     MONUMENTED       CGS
 QN0161  HISTORY     - 1922     GOOD             NGS
 QN0161  HISTORY     - 1934     GOOD             NGS
 QN0161  HISTORY     - 1952     GOOD             CGS
 QN0161  HISTORY     - 20041027 MARK NOT FOUND   WIDT
 QN0161
 QN0161                          STATION DESCRIPTION
 QN0161
 QN0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0161'STATION IS 5 MILES S OF STONE LAKE, ON THE W SIDE OF THE
 QN0161'TRACK OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 QN0161'RAILWAY, 220 METERS S OF THE JOHNSON AND MULLEN SPUR, 15 METERS
 QN0161'S OF ROAD CROSSING, 2.93 METERS (9.615 FEET) W OF W RAIL.
 QN0161'STATION IS REGULATION TABLET SET IN BLOCK OF CONCRETE 3- BY
 QN0161'3- BY 4 FEET.
 QN0161'
 QN0161'NO REFERENCE MARK.
 QN0161
 QN0161                          STATION RECOVERY (1922)
 QN0161
 QN0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 QN0161'5 MI S FROM STONE LAKE.
 QN0161'5 MILES SOUTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 QN0161'RAILROAD FROM STONE LAKE, SAWYER COUNTY, 15 POLES SOUTH OF THE
 QN0161'STATION AT HAUER, 17 POLES SOUTH OF MILEPOST 384, 20 FEET SOUTH OF
 QN0161'A PRIVATE-ROAD CROSSING, AND 9.6 FEET WEST OF THE WEST RAIL.  A
 QN0161'STANDARD TRIANGULATION-STATION DISK, STAMPED JOHNSON 1921 AND SET
 QN0161'IN THE TOP OF A CONCRETE POST.
 QN0161
 QN0161                          STATION RECOVERY (1934)
 QN0161
 QN0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QN0161'RECOVERED IN GOOD CONDITION.
 QN0161
 QN0161                          STATION RECOVERY (1952)
 QN0161
 QN0161'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QN0161'STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 QN0161'THE JOHNSON AND MULLEN SPUR HAS BEEN REMOVED.  THE ROAD HAS
 QN0161'CHANGED AT THE LOCATION IT CROSSES THE TRACK ABOUT 0.4 MILE TO
 QN0161'THE NW AT HAUER A SMALL STORE AND POST OFFICE.
 QN0161
 QN0161                          STATION RECOVERY (2004)
 QN0161
 QN0161'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1608 ***********************************************************************
 NH1608  DESIGNATION -  JOHNSON
 NH1608  PID         -  NH1608
 NH1608  STATE/COUNTY-  WI/GREEN
 NH1608  USGS QUAD   -  BLANCHARDVILLE (1962)
 NH1608
 NH1608                         *CURRENT SURVEY CONTROL
 NH1608  ___________________________________________________________________
 NH1608* NAD 83(1997)-  42 50 34.33680(N)    089 46 56.35782(W)     ADJUSTED  
 NH1608* NAVD 88     -       351.1    (meters)    1152.     (feet)  VERTCON   
 NH1608  ___________________________________________________________________
 NH1608  X           -      17,795.710 (meters)                     COMP
 NH1608  Y           -  -4,684,039.490 (meters)                     COMP
 NH1608  Z           -   4,314,935.128 (meters)                     COMP
 NH1608  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 NH1608  ELLIP HEIGHT-         317.51  (meters)          (06/17/02) GPS OBS
 NH1608  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 NH1608
 NH1608  HORZ ORDER  -  FIRST
 NH1608  ELLP ORDER  -  FOURTH    CLASS I
 NH1608
 NH1608.The horizontal coordinates were established by classical geodetic methods
 NH1608.and adjusted by the National Geodetic Survey in June 2002..
 NH1608
 NH1608.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1608
 NH1608.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1608
 NH1608.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1608
 NH1608.The ellipsoidal height was determined by GPS observations
 NH1608.and is referenced to NAD 83.
 NH1608
 NH1608.The geoid height was determined by GEOID03.
 NH1608
 NH1608;                    North         East     Units Scale Factor Converg.
 NH1608;SPC WI S     -    93,658.698   617,794.487   MT  0.99997972   +0 08 58.4
 NH1608;SPC WI S     -   307,278.58  2,026,880.75   sFT  0.99997972   +0 08 58.4
 NH1608;UTM  16      - 4,747,121.613   272,633.667   MT  1.00023603   -1 53 33.9
 NH1608
 NH1608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1608!SPC WI S     -   0.99995021  x   0.99997972  =   0.99992993
 NH1608!UTM  16      -   0.99995021  x   1.00023603  =   1.00018623
 NH1608
 NH1608:                Primary Azimuth Mark                     Grid Az
 NH1608:SPC WI S     -  MT HOREB MUNICIPAL TANK                  010 44 27.6
 NH1608:UTM  16      -  MT HOREB MUNICIPAL TANK                  012 46 59.9
 NH1608
 NH1608|---------------------------------------------------------------------|
 NH1608| PID    Reference Object                     Distance      Geod. Az  |
 NH1608|                                                           dddmmss.s |
 NH1608| OM1157 MT HOREB MUNICIPAL TANK             APPROX.18.8 KM 0105326.0 |
 NH1608| OM1156 MT HOREB PUBLIC SCH CHIMNEY         APPROX.18.2 KM 0114125.2 |
 NH1608| OM1161 MT HOREB LUTH CHURCH SPIRE          APPROX.18.8 KM 0114941.9 |
 NH1608| OM1162 MT HOREB ST IGNATIUS CH SPIRE       APPROX.18.8 KM 0123136.9 |
 NH1608| OM1158 MT HOREB SPRINGDALE LUTH CH         APPROX.19.6 KM 0221657.0 |
 NH1608| NH1577 PRIMROSE WEST CHURCH CUPOLA         APPROX.10.4 KM 0642542.0 |
 NH1608| NH1579 PRIMROSE EAST CHURCH TOWER          APPROX.10.5 KM 0650510.1 |
 NH1608| CI9824 JOHNSON RM 1                         24.905 METERS 10224     |
 NH1608| CI9825 JOHNSON RM 2                         22.543 METERS 25901     |
 NH1608| CI9823 JOHNSON AZ MK                                      2681146.9 |
 NH1608| NH1607 YORK NORWEGIAN EVANG LUTH CH        APPROX. 2.2 KM 2812631.4 |
 NH1608| NH1611 YORK NORWEGIAN EVAN LUTH CH TR      APPROX. 1.9 KM 2833045.5 |
 NH1608| NH1605 PERRY NORWEGIAN LUTH CH SPIRE       APPROX. 8.3 KM 3400918.4 |
 NH1608|---------------------------------------------------------------------|
 NH1608
 NH1608                          SUPERSEDED SURVEY CONTROL
 NH1608
 NH1608  ELLIP H (10/21/99)  317.62   (m)                       GP(       ) 4 1
 NH1608  NAD 83(1991)-  42 50 34.33630(N)    089 46 56.35644(W) AD(       ) 1
 NH1608  NAD 83(1986)-  42 50 34.32852(N)    089 46 56.35600(W) AD(       ) 1
 NH1608  NAD 27      -  42 50 34.32100(N)    089 46 55.91000(W) AD(       ) 1
 NH1608  NGVD 29 (07/12/88)  351.2    (m)         1152.     (f) GPS OBS        
 NH1608
 NH1608.Superseded values are not recommended for survey control.
 NH1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1608.See file dsdata.txt to determine how the superseded data were derived.
 NH1608
 NH1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7263447122(NAD 83)
 NH1608_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NH1608_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 NH1608_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 NH1608_MAGNETIC: N = NO MAGNETIC MATERIAL
 NH1608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH1608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1608+SATELLITE: SATELLITE OBSERVATIONS - 1987
 NH1608
 NH1608  HISTORY     - Date     Condition        Report By
 NH1608  HISTORY     - 1935     MONUMENTED       CGS
 NH1608  HISTORY     - 1987     GOOD             NGS
 NH1608  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH1608
 NH1608                          STATION DESCRIPTION
 NH1608
 NH1608'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1608'THIS STATION IS IN THE SOUTHEAST 1/4 SEC. 4 T 4 N R 6 E ABOUT
 NH1608'4-1/2 MILES AIRLINE NORTHEAST OF BLANCHARDVILLE, AND 8.4
 NH1608'MILES BY ROAD WEST OF NEW GLARUS, ON LAND OWNED BY S.J. JOHNSON,
 NH1608'ON HIGHEST GROUND IN PASTURE ON NORTH SIDE OF HIGHWAY WIS.
 NH1608'39, ABOUT 0.25 MILE WEST FROM WHERE HIGHWAY CURVES AND GOES DOWN
 NH1608'STEEP GRADE.  0.4 MILE EAST OF LONG CURVE OF HIGHWAY.  200
 NH1608'FEET EAST OF INTERSECTION OF NORTH-SOUTH FENCELINE WITH
 NH1608'RIGHT-OF-WAY FENCE.  35 FEET NORTHWEST OF WILD CHERRY TREE IN
 NH1608'FENCE LINE.  16 FEET NORTH OF RIGHT-OF-WAY FENCE LINE.  56
 NH1608'FEET NORTH OF CENTERLINE OF WIS. 39.  THE MARK IS BELOW THE
 NH1608'SURFACE 12 INCHES.
 NH1608'
 NH1608'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 NH1608'TABLETS SET IN CONCRETE.
 NH1608'
 NH1608'REFERENCE MARK NO. 1 IS EAST SOUTHEAST OF STATION IN NORTH LINE
 NH1608'RIGHT-OF-WAY AND FENCE LINE.  51 FEET EAST OF WILD CHERRY TREE.
 NH1608'40 FEET NORTH OF CENTER-LINE OF HIGHWAY.  THE MARK PROJECTS
 NH1608'5 INCHES.
 NH1608'
 NH1608'REFERENCE MARK NO. 2 IS WEST SOUTHWEST OF STATION IN NORTH
 NH1608'LINE OF RIGHT-OF-WAY AND FENCE LINE, AND 5 FEET NORTH OF
 NH1608'ROAD BANK.  THE MARK PROJECTS 5 INCHES.  THE DISTANCE BETWEEN THE
 NH1608'REFERENCE MARKS IS 152.47 FEET.
 NH1608'
 NH1608'THE AZIMUTH MARK IS WEST OF THE STATION IN SOUTH LINE OF
 NH1608'RIGHT-OF-WAY OF WIS. 39 ABOUT 100 FEET EAST OF LONG CURVE
 NH1608'IN ROAD TO NORTH AND A DIRT ROAD GOING STRAIGHT AHEAD.  300
 NH1608'FEET WEST OF CROSS ROADS.  40 FEET SOUTH OF CENTER-LINE OF WIS.
 NH1608'39.  5 FEET SOUTH OF ROAD BANK.  THE MARK PROJECTS 5 INCHES.
 NH1608'
 NH1608'LIGHTS 100 FEET ABOVE CONWAY AND KOLLATH, AND 74 FEET ABOVE
 NH1608'STATION MINIX ARE VISIBLE FROM THE GROUND AT THIS STATION.
 NH1608'
 NH1608'LIGHTS 100 FEET ABOVE STATION BLUM COME INTO VIEW 25 FEET
 NH1608'ABOVE THIS STATION.
 NH1608'
 NH1608'LIGHTS 100 FEET ABOVE STATION DANE COME INTO VIEW 15 FEET
 NH1608'ABOVE THIS STATION.
 NH1608'
 NH1608'TO REACH THE STATION FROM THE BRIDGE OVER THE PECATONICA
 NH1608'RIVER IN BLANCHARDVILLE, FOLLOW WIS. 78 NORTH AND NORTHEASTERLY
 NH1608'3.9 MILES TO JUNCTION WITH WIS. 39.  TURN RIGHT ON WIS. 39
 NH1608'AND FOLLOW 1.4 MILES TO STATION ON LEFT.  FROM NEW GLARUS
 NH1608'GO WESTERLY ON WIS. 39 FOR 8.4 MILES TO STATION ON RIGHT.
 NH1608
 NH1608                          STATION RECOVERY (1987)
 NH1608
 NH1608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 NH1608'THE STATION WAS RECOVERED AT THIS DATE
 NH1608'IN GOOD CONDITION.  REFERENCE MARKS WERE NOT SEARCHED FOR.
 NH1608'
 NH1608'THE STATION IS LOCATED ABOUT 13.6 KM (8.5 MI) WEST OF NEW GLARUS,
 NH1608'7.2 KM (4.5 MI) NORTHEAST OF BLANCHARDVILLE AND JUST NORTH OF STATE
 NH1608'HIGHWAY 39.  OWNERSHIP--MR PAUL OVADAL, N 9536 HAY HOLLOW ROAD, BOX
 NH1608'148, BLANCHARDVILLE WI 53516, PHONE 608-523-4819.
 NH1608'
 NH1608'TO REACH THE STATION FROM THE POST OFFICE IN BLANCHARDVILLE, GO
 NH1608'NORTHERLY ON STATE HIGHWAY 78 FOR 6.4 KM (4.0 MI) TO STATE HIGHWAY
 NH1608'39 ON THE RIGHT.  TURN RIGHT AND GO EAST FOR 2.2 KM (1.4 MI) TO THE
 NH1608'STATION ON THE LEFT.
 NH1608'
 NH1608'THE STATION IS A STANDARD CGS DISK STAMPED---JOHNSON 1935---,
 NH1608'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 30
 NH1608'CM BELOW GROUND SURFACE.  1935 DESCRIPTION STATES THAT THERE IS AN
 NH1608'UNDERGROUND DISK.  LOCATED 25.9 METERS (85.0 FT) WEST-NORTHWEST OF
 NH1608'A FIBERGLASS WITNESS POST, 23.6 METERS (77.5 FT) EAST-NORTHEAST OF
 NH1608'A FIBERGLASS WITNESS POST, 16.8 METERS (55.0 FT) NORTH OF STATE
 NH1608'HIGHWAY 39 AND 5.2 METERS (17.0 FT) NORTH OF A WIRE FENCE.
 NH1608'
 NH1608'DANE COUNTY, WISCONSIN 1987.
 NH1608'
 NH1608'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 NH1608'
 NH1608'DESCRIBED BY J.N. LEONHARDT.
 NH1608
 NH1608                          STATION RECOVERY (2001)
 NH1608
 NH1608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1608'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0880 ***********************************************************************
 OM0880  DESIGNATION -  JOHNSON
 OM0880  PID         -  OM0880
 OM0880  STATE/COUNTY-  WI/JEFFERSON
 OM0880  USGS QUAD   -  JEFFERSON (1971)
 OM0880
 OM0880                         *CURRENT SURVEY CONTROL
 OM0880  ___________________________________________________________________
 OM0880* NAD 83(1991)-  43 04 22.69104(N)    088 46 52.01483(W)     ADJUSTED  
 OM0880* NAVD 88     -       270.     (meters)     886.     (feet)  SCALED    
 OM0880  ___________________________________________________________________
 OM0880  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 OM0880  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 OM0880
 OM0880  HORZ ORDER  -  THIRD
 OM0880
 OM0880.The horizontal coordinates were established by classical geodetic methods
 OM0880.and adjusted by the National Geodetic Survey in November 1991..
 OM0880
 OM0880.The orthometric height was scaled from a topographic map.
 OM0880
 OM0880.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0880
 OM0880.The geoid height was determined by GEOID03.
 OM0880
 OM0880;                    North         East     Units Scale Factor Converg.
 OM0880;SPC WI S     -   119,922.079   699,262.740   MT  0.99994887   +0 50 15.0
 OM0880;SPC WI S     -   393,444.35  2,294,164.51   sFT  0.99994887   +0 50 15.0
 OM0880;UTM  16      - 4,770,457.486   354,994.535   MT  0.99985867   -1 12 59.7
 OM0880
 OM0880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0880!SPC WI S     -   0.99996306  x   0.99994887  =   0.99991194
 OM0880!UTM  16      -   0.99996306  x   0.99985867  =   0.99982174
 OM0880
 OM0880|---------------------------------------------------------------------|
 OM0880| PID    Reference Object                     Distance      Geod. Az  |
 OM0880|                                                           dddmmss.s |
 OM0880| CI9827 JOHNSON RM 1                         18.954 METERS 00653     |
 OM0880| OM0877 AIRPORT BCN WATERTOWN MUN APT       APPROX.11.8 KM 0212549.7 |
 OM0880| CI9826 JOHNSON AZ MK                                      0502528.7 |
 OM0880| OM0893 JOHNSON CREEK MUNICIPAL TANK         12.995 METERS 18345     |
 OM0880| CI9828 JOHNSON RM 2                         26.234 METERS 28720     |
 OM0880|---------------------------------------------------------------------|
 OM0880
 OM0880                          SUPERSEDED SURVEY CONTROL
 OM0880
 OM0880  NAD 83(1986)-  43 04 22.68380(N)    088 46 52.02122(W) AD(       ) 3
 OM0880  NAD 27      -  43 04 22.67690(N)    088 46 51.64830(W) AD(       ) 3
 OM0880
 OM0880.Superseded values are not recommended for survey control.
 OM0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0880.See file dsdata.txt to determine how the superseded data were derived.
 OM0880
 OM0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5499570457(NAD 83)
 OM0880_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0880
 OM0880  HISTORY     - Date     Condition        Report By
 OM0880  HISTORY     - 1957     MONUMENTED       CGS
 OM0880  HISTORY     - 19941008 GOOD             USPSQD
 OM0880  HISTORY     - 20021113 MARK NOT FOUND   USPSQD
 OM0880
 OM0880                          STATION DESCRIPTION
 OM0880
 OM0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 OM0880'THE STATION IS IN THE SOUTHWEST PART OF THE CITY OF JOHNSON
 OM0880'CREEK, ON THE HIGHEST POINT IN THE VICINITY, JUST NORTH OF THE
 OM0880'JOHNSON CREEK MUNICIPAL WATER TANK, ON PROPERTY OWNED BY THE
 OM0880'CITY.  IT IS 40 FEET NORTH OF THE RISER PIPE, 30 FEET
 OM0880'NORTH-NORTHWEST OF THE NORTHEAST LEG OF THE WATER TANK, 30 FEET
 OM0880'NORTH-NORTHEAST OF THE NORTHWEST LEG OF THE WATER TANK AND 8
 OM0880'FEET NORTHWEST OF A WHITE WITNESS POST.  THE MONUMENT IS
 OM0880'FLUSH AND THE DISK IS STAMPED JOHNSON 1957.
 OM0880'
 OM0880'TO REACH THE STATION FROM THE RAILROAD DEPOT IN JOHNSON CREEK,
 OM0880'GO SOUTH ON A PAVED STREET FOR 0.1 MILE TO THE INTERSECTION
 OM0880'OF THE PAVED STREET WITH STATE HIGHWAY 26, GO WEST ON HIGHWAY
 OM0880'26 FOR 0.1 MILE TO A Y-INTERSECTION AND THE AZIMUTH MARK IN
 OM0880'THE ANGLE FORMED BY THE INTERSECTION.  CONTINUE SOUTHWEST
 OM0880'ON HIGHWAY 26 FOR 0.15 MILE TO A DRIVEWAY ON THE RIGHT LEADING
 OM0880'TO THE JOHNSON CREEK MUNICIPAL WATER TANK.  TURN RIGHT AND GO
 OM0880'WEST ON THE DRIVEWAY FOR 0.1 MILE TO THE TOP OF THE HILL AND
 OM0880'THE STATION AS DESCRIBED.
 OM0880'
 OM0880'REFERENCE MARK 1 IS 90 FEET NORTH OF THE NORTHEAST LEG OF THE
 OM0880'WATER TANK, 69 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT
 OM0880'WEST OF A BOULDER THAT PROJECTS ABOUT 8 INCHES.  THE MONUMENT
 OM0880'IS FLUSH AND THE DISK IS STAMPED JOHNSON NO 1 1957.
 OM0880'
 OM0880'REFERENCE MARK 2 IS SET IN A FENCE LINE, 11 FEET NORTH OF A
 OM0880'HACKBERRY TREE WITH A TRIPLE TRUNK AND 87 FEET NORTHWEST OF THE
 OM0880'NORTHWEST LEG OF THE WATER TANK.  THE MONUMENT IS FLUSH AND THE
 OM0880'DISK IS STAMPED JOHNSON NO 2 1957.
 OM0880'
 OM0880'THE AZIMUTH MARK IS 23 FEET WEST OF THE CENTERLINE OF HIGHWAY
 OM0880'26, 35 FEET SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY B, 1
 OM0880'FOOT NORTHWEST OF A WHITE WITNESS POST AND 1 FOOT NORTHWEST OF
 OM0880'A POWER LINE POLE.  THE MONUMENT IS FLUSH AND THE DISK IS
 OM0880'STAMPED JOHNSON 1957.
 OM0880'
 OM0880'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 OM0880
 OM0880                          STATION RECOVERY (1994)
 OM0880
 OM0880'RECOVERY NOTE BY US POWER SQUADRON 1994
 OM0880'RECOVERED IN GOOD CONDITION.
 OM0880
 OM0880                          STATION RECOVERY (2002)
 OM0880
 OM0880'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0880'NOT FOUND.  ACCORDING TO A RESIDENT, THE MUNICIPAL TANK WAS TORN DOWN
 OM0880'IN 1995.  THE TANK WAS LOCATED AT THE TOP OF A HILL AT THE END OF
 OM0880'SERENITY CT. SOUTH OF AZTALAN DRIVE.  NO WITNESS POST WAS FOUND AND
 OM0880'THE DIMENSIONS REPORTED IN 1957 NO LONGER HAVE VALID POINTS OF
 OM0880'REFERENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0703 ***********************************************************************
 PO0703  DESIGNATION -  JOHNSON
 PO0703  PID         -  PO0703
 PO0703  STATE/COUNTY-  WI/BUFFALO
 PO0703  USGS QUAD   -  WINONA WEST (1993)
 PO0703
 PO0703                         *CURRENT SURVEY CONTROL
 PO0703  ___________________________________________________________________
 PO0703* NAD 83(1991)-  44 06 01.01107(N)    091 38 13.72139(W)     ADJUSTED  
 PO0703* NAVD 88     -       387.6    (meters)    1272.     (feet)  VERTCON   
 PO0703  ___________________________________________________________________
 PO0703  LAPLACE CORR-          -5.16  (seconds)                    DEFLEC99
 PO0703  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 PO0703
 PO0703  HORZ ORDER  -  FIRST
 PO0703
 PO0703.The horizontal coordinates were established by classical geodetic methods
 PO0703.and adjusted by the National Geodetic Survey in March 1999..
 PO0703
 PO0703.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0703
 PO0703.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0703
 PO0703.The geoid height was determined by GEOID03.
 PO0703
 PO0703;                    North         East     Units Scale Factor Converg.
 PO0703;SPC WI C     -    30,984.353   468,916.941   MT  1.00003167   -1 09 18.5
 PO0703;SPC WI C     -   101,654.50  1,538,438.33   sFT  1.00003167   -1 09 18.5
 PO0703;SPC MN S     -   224,988.142   989,159.641   MT  0.99994641   +1 39 22.3
 PO0703;UTM  15      - 4,883,913.830   609,081.837   MT  0.99974634   +0 56 54.7
 PO0703
 PO0703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0703!SPC WI C     -   0.99994402  x   1.00003167  =   0.99997569
 PO0703!SPC MN S     -   0.99994402  x   0.99994641  =   0.99989044
 PO0703!UTM  15      -   0.99994402  x   0.99974634  =   0.99969038
 PO0703
 PO0703|---------------------------------------------------------------------|
 PO0703| PID    Reference Object                     Distance      Geod. Az  |
 PO0703|                                                           dddmmss.s |
 PO0703| CJ5143 JOHNSON RM 1                         12.829 METERS 08531     |
 PO0703| PO0698 HOMER TV STA KROC MAST              APPROX.10.1 KM 1494245.2 |
 PO0703| PO0701 WINONA RADIO STATION KWNO MAST      APPROX. 7.7 KM 1831940.0 |
 PO0703| ON0925 WILSON CHURCH SPIRE                 APPROX.15.4 KM 1942959.7 |
 PO0703| PO0705 WINONA WATER TANK                   APPROX. 8.2 KM 2020012.7 |
 PO0703| PO0702 AVIATION BEACON 25 A OLD 29 A       APPROX. 7.7 KM 2293905.0 |
 PO0703| ON0976 LEWISTON MUNICIPAL TANK             APPROX.22.7 KM 2351634.3 |
 PO0703| PO0715 AVIATION BEACON 26 OLD 30           APPROX.19.8 KM 2942053.2 |
 PO0703| CJ5144 JOHNSON RM 2                                       33747     |
 PO0703|---------------------------------------------------------------------|
 PO0703
 PO0703                          SUPERSEDED SURVEY CONTROL
 PO0703
 PO0703  NAD 83(1991)-  44 06 01.00774(N)    091 38 13.71942(W) AD(       ) 1
 PO0703  NAD 83(1986)-  44 06 01.00329(N)    091 38 13.71773(W) AD(       ) 1
 PO0703  NAD 27      -  44 06 01.13600(N)    091 38 13.18600(W) AD(       ) 1
 PO0703  NGVD 29 (07/19/86)  387.6    (m)         1272.     (f) VERT ANG       
 PO0703
 PO0703.Superseded values are not recommended for survey control.
 PO0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0703.See file dsdata.txt to determine how the superseded data were derived.
 PO0703
 PO0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ0908283914(NAD 83)
 PO0703_MARKER: DS = TRIANGULATION STATION DISK
 PO0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0703
 PO0703  HISTORY     - Date     Condition        Report By
 PO0703  HISTORY     - 1931     MONUMENTED       CGS
 PO0703  HISTORY     - 1965     GOOD             CGS
 PO0703  HISTORY     - 1976     GOOD             MNDT
 PO0703
 PO0703                          STATION DESCRIPTION
 PO0703
 PO0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 PO0703'FOUR AND ONE-HALF MILES SOUTHEAST OF FOUNTAIN CITY, DIRECTLY
 PO0703'OPPOSITE FARMHOUSE AND BARNYARD OF MR. GERTH, ON PROPERTY
 PO0703'OWNED BY ANDREW JOHNSON, ON PROLONGATION OF NORTH LAWN FENCE,
 PO0703'IN CULTIVATED FIELD, 70 YARDS WEST-NORTHWEST OF WHITE HOUSE, 6.0
 PO0703'METERS (20 FEET) WEST OF FENCE ON WEST SIDE OF DIRT ROAD,
 PO0703'9.0 METERS (30 FEET) WEST OF CENTER LINE OF DIRT ROAD, 34.10
 PO0703'METERS (111.9 FEET) SOUTH OF 48-INCH COTTONWOOD TREE, AND
 PO0703'24.50 METERS (80.4 FEET) NORTH-NORTHWEST OF 12-INCH HICKORY
 PO0703'TREE (BOTH TREES IN FENCE LINE ON WEST SIDE OF ROAD).  TO
 PO0703'REACH FROM FOUNTAIN CITY, FOLLOW WIS. ROUTE 95 TO
 PO0703'INTERSECTION WITH COUNTY ROUTE M AT TOP OF RIDGE, TURN RIGHT
 PO0703'ONTO ROUTE M AND FOLLOW IT 3.3 MILES OR ONE-FOURTH MILE BEYOND
 PO0703'BUFFALO RIDGE SCHOOL TO DIRT ROAD ON RIGHT, AND CONTINUE
 PO0703'0.3 MILE ON DIRT ROAD TO TOP OF RIDGE AND STATION SITE.
 PO0703'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 PO0703'CONCRETE.  UPPER MARK IS 14 INCHES BELOW
 PO0703'SURFACE OF GROUND.  REFERENCE MARKS ARE STANDARD REFERENCE
 PO0703'DISKS IN CONCRETE.  NO. 1, PROJECTS 4 INCHES
 PO0703'OVER ABOVE GROUND, IS 4.0 METERS (13 FEET) EAST OF
 PO0703'CENTER LINE OF DIRT ROAD, 2 FEET NORTH OF EAST-AND-WEST
 PO0703'FENCE ON NORTH SIDE OF LAWN, 2 METERS (7 FEET) EAST AND
 PO0703'NORTH OF NORTHWEST CORNER POST OF LAWN AND GARDEN, 3
 PO0703'METERS (10 FEET) SOUTHWEST OF OLD WELL, 6 METERS (20 FEET)
 PO0703'SOUTHWEST OF 12-INCH ELM TREE, AND 12.86 METERS (42.2 FEET)
 PO0703'FROM STATION N 85 DEG 32 MIN E.  NO. 2 PROJECTS 3 INCHES
 PO0703'ABOVE GROUND, IS AT EAST APEX OF TRIANGULAR YARD OF BUFFALO
 PO0703'RIDGE SCHOOL (DISTRICT NO. 1), 1 FOOT NORTH OF FENCE, 1 FOOT
 PO0703'WEST OF CORNER POST WHERE FENCE MAKES ANGLE OF 45 DEG, 8
 PO0703'METERS (26 FEET) SOUTH OF CENTER LINE OF COUNTY ROUTE M, AND
 PO0703'ONE-HALF MILE FROM STATION N 02 DEG 13 MIN W.
 PO0703
 PO0703                          STATION RECOVERY (1965)
 PO0703
 PO0703'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JWB)
 PO0703'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 PO0703'CONDITION, PREVIOUS DESCRIPTION ADEQUATE FOR RECOVERY.
 PO0703
 PO0703                          STATION RECOVERY (1976)
 PO0703
 PO0703'RECOVERY NOTE BY MN DEPT OF TRANSP 1976 (DKH)
 PO0703'THE STATION MARK, REFERENCE MARK NUMBER 1, AND REFERENCE MARK
 PO0703'NUMBER 2 WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE TO
 PO0703'REFERENCE MARK NUMBER 1 WAS REMEASURED AND FOUND TO BE 0.11
 PO0703'FEET SHORTER THAN MEASURED IN 1931.
 PO0703'
 PO0703'HEIGHT OF LIGHT ABOVE STATION MARK 5.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0893 ***********************************************************************
 OM0893  DESIGNATION -  JOHNSON CREEK MUNICIPAL TANK
 OM0893  PID         -  OM0893
 OM0893  STATE/COUNTY-  WI/JEFFERSON
 OM0893  USGS QUAD   -  JEFFERSON (1971)
 OM0893
 OM0893                         *CURRENT SURVEY CONTROL
 OM0893  ___________________________________________________________________
 OM0893* NAD 83(1991)-  43 04 22.27083(N)    088 46 52.05232(W)     ADJUSTED  
 OM0893* NAVD 88     -                                                        
 OM0893  ___________________________________________________________________
 OM0893  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 OM0893  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 OM0893
 OM0893  HORZ ORDER  -  THIRD
 OM0893
 OM0893.The horizontal coordinates were established by classical geodetic methods
 OM0893.and adjusted by the National Geodetic Survey in November 1991..
 OM0893
 OM0893
 OM0893.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0893
 OM0893.The geoid height was determined by GEOID03.
 OM0893
 OM0893;                    North         East     Units Scale Factor Converg.
 OM0893;SPC WI S     -   119,909.101   699,262.082   MT  0.99994888   +0 50 15.0
 OM0893;SPC WI S     -   393,401.78  2,294,162.35   sFT  0.99994888   +0 50 15.0
 OM0893;UTM  16      - 4,770,444.541   354,993.412   MT  0.99985867   -1 12 59.7
 OM0893
 OM0893                          SUPERSEDED SURVEY CONTROL
 OM0893
 OM0893  NAD 83(1986)-  43 04 22.26358(N)    088 46 52.05826(W) AD(       ) 4
 OM0893  NAD 27      -  43 04 22.25700(N)    088 46 51.68600(W) AD(       ) 3
 OM0893
 OM0893.Superseded values are not recommended for survey control.
 OM0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0893.See file dsdata.txt to determine how the superseded data were derived.
 OM0893
 OM0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5499370445(NAD 83)
 OM0893
 OM0893  HISTORY     - Date     Condition        Report By
 OM0893  HISTORY     - 1957     MONUMENTED       CGS
 OM0893  HISTORY     - 20021113 MARK NOT FOUND   USPSQD
 OM0893
 OM0893                          STATION DESCRIPTION
 OM0893
 OM0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 OM0893'THE STATION IS LOCATED IN THE SOUTHWEST PART OF THE CITY OF
 OM0893'JOHNSON CREEK, ON THE HIGHEST POINT IN THE VICINITY.  THE TANK
 OM0893'IS SUPPORTED BY FOUR STEEL LEGS AND THE COMPLETE STRUCTURE IS
 OM0893'PAINTED SILVER.  THE OVERALL HEIGHT IS ABOUT 50 FEET.  A
 OM0893'TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION JOHNSON.
 OM0893'THE DISTANCE IS 42.63 FEET, 12.994 METERS SOUTH OF STATION
 OM0893'JOHNSON.
 OM0893'
 OM0893'TO REACH THE STATION FROM THE RAILROAD DEPOT IN JOHNSON CREEK,
 OM0893'GO SOUTH ON A PAVED STREET FOR 0.1 MILE TO THE INTERSECTION
 OM0893'OF THE PAVED STREET WITH STATE HIGHWAY 26, TURN RIGHT AND GO WEST
 OM0893'ON HIGHWAY 26 FOR 0.1 MILE TO A Y-INTERSECTION.  TAKE THE LEFT
 OM0893'FORK (HIGHWAY 26) AND GO SOUTHWEST FOR 0.15 MILE TO A DRIVEWAY
 OM0893'ON THE RIGHT LEADING TO THE WATER TANK AT THE TOP OF THE HILL.
 OM0893
 OM0893                          STATION RECOVERY (2002)
 OM0893
 OM0893'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0893'NOT RECOVERED.  ACCORDING TO A RESIDENT, THE MUNICIPAL TANK WAS TORN
 OM0893'DOWN IN 1995.  IT WAS LOCATED AT THE TOP OF A HILL AT THE END OF
 OM0893'SERENITY CT. SOUTH OF AZTALAN DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0885 ***********************************************************************
 OM0885  DESIGNATION -  JOHNSON CREEK ST JOHNS EV L CH
 OM0885  PID         -  OM0885
 OM0885  STATE/COUNTY-  WI/JEFFERSON
 OM0885  USGS QUAD   -  JEFFERSON (1971)
 OM0885
 OM0885                         *CURRENT SURVEY CONTROL
 OM0885  ___________________________________________________________________
 OM0885* NAD 83(1991)-  43 04 36.39698(N)    088 46 25.49733(W)     ADJUSTED  
 OM0885* NAVD 88     -                                                        
 OM0885  ___________________________________________________________________
 OM0885  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 OM0885  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 OM0885
 OM0885  HORZ ORDER  -  THIRD
 OM0885
 OM0885.The horizontal coordinates were established by classical geodetic methods
 OM0885.and adjusted by the National Geodetic Survey in November 1991..
 OM0885
 OM0885
 OM0885.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0885
 OM0885.The geoid height was determined by GEOID03.
 OM0885
 OM0885;                    North         East     Units Scale Factor Converg.
 OM0885;SPC WI S     -   120,353.765   699,856.343   MT  0.99994850   +0 50 33.2
 OM0885;SPC WI S     -   394,860.64  2,296,112.02   sFT  0.99994850   +0 50 33.2
 OM0885;UTM  16      - 4,770,867.580   355,603.174   MT  0.99985650   -1 12 41.9
 OM0885
 OM0885                          SUPERSEDED SURVEY CONTROL
 OM0885
 OM0885  NAD 83(1986)-  43 04 36.38992(N)    088 46 25.50348(W) AD(       ) 4
 OM0885  NAD 27      -  43 04 36.38500(N)    088 46 25.12800(W) AD(       ) 3
 OM0885
 OM0885.Superseded values are not recommended for survey control.
 OM0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0885.See file dsdata.txt to determine how the superseded data were derived.
 OM0885
 OM0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5560370868(NAD 83)
 OM0885_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0885+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2002
 OM0885
 OM0885  HISTORY     - Date     Condition        Report By
 OM0885  HISTORY     - 1957     MONUMENTED       CGS
 OM0885  HISTORY     - 20021113 GOOD             USPSQD
 OM0885  HISTORY     - 20041204 GOOD             USPSQD
 OM0885
 OM0885                          STATION DESCRIPTION
 OM0885
 OM0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 OM0885'THE STATION IS THE CENTER OF THE BASE OF THE CROSS WHICH IS
 OM0885'ON A SHARP SPIRE OVER THE MAIN ENTRANCE AT THE WEST END OF THE ST.
 OM0885'JOHNS EVANGELICAL LUTHERAN CHURCH, LOCATED IN THE NORTHEAST
 OM0885'SECTION OF JOHNSON CREEK ON STATE HIGHWAY 26.  THE SPIRE IS
 OM0885'COVERED WITH GREY SHINGLES AND THE SPIRE IS SILVER COLORED.
 OM0885'THE OVERALL HEIGHT IS ABOUT 70 FEET.
 OM0885
 OM0885                          STATION RECOVERY (2002)
 OM0885
 OM0885'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0885'RECOVERED IN GOOD CONDITION. HIGHWAY 26 HAS BEEN RE-ROUTED.  THE
 OM0885'CHURCH IS LOCATED ABOUT 200 FEET NORTH OF MILWAUKEE STREET ON THE EAST
 OM0885'SIDE OF N. WATERTOWN STREET (OLD HWY 26).
 OM0885
 OM0885                          STATION RECOVERY (2004)
 OM0885
 OM0885'RECOVERY NOTE BY US POWER SQUADRON 2004 (MMB)
 OM0885' 
 OM0885'RECOVERED IN GOOD CONDITION.  NOTE - SHINGLES ARE CHARCOAL GREY IN
 OM0885'COLOR.
 OM0885' 
 OM0885' 
 OM0885' 
 OM0885' 
 OM0885' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0892 ***********************************************************************
 OM0892  DESIGNATION -  JOHNSON CREEK ST MARY CATH CH
 OM0892  PID         -  OM0892
 OM0892  STATE/COUNTY-  WI/JEFFERSON
 OM0892  USGS QUAD   -  JEFFERSON (1971)
 OM0892
 OM0892                         *CURRENT SURVEY CONTROL
 OM0892  ___________________________________________________________________
 OM0892* NAD 83(1991)-  43 04 44.22265(N)    088 46 46.13722(W)     ADJUSTED  
 OM0892* NAVD 88     -                                                        
 OM0892  ___________________________________________________________________
 OM0892  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 OM0892  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 OM0892
 OM0892  HORZ ORDER  -  THIRD
 OM0892
 OM0892.The horizontal coordinates were established by classical geodetic methods
 OM0892.and adjusted by the National Geodetic Survey in November 1991..
 OM0892
 OM0892
 OM0892.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0892
 OM0892.The geoid height was determined by GEOID03.
 OM0892
 OM0892;                    North         East     Units Scale Factor Converg.
 OM0892;SPC WI S     -   120,588.373   699,385.966   MT  0.99994828   +0 50 19.0
 OM0892;SPC WI S     -   395,630.35  2,294,568.79   sFT  0.99994828   +0 50 19.0
 OM0892;UTM  16      - 4,771,118.876   355,141.551   MT  0.99985814   -1 12 56.2
 OM0892
 OM0892                          SUPERSEDED SURVEY CONTROL
 OM0892
 OM0892  NAD 83(1986)-  43 04 44.21556(N)    088 46 46.14350(W) AD(       ) 4
 OM0892  NAD 27      -  43 04 44.21200(N)    088 46 45.76900(W) AD(       ) 3
 OM0892
 OM0892.Superseded values are not recommended for survey control.
 OM0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0892.See file dsdata.txt to determine how the superseded data were derived.
 OM0892
 OM0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5514271119(NAD 83)
 OM0892
 OM0892  HISTORY     - Date     Condition        Report By
 OM0892  HISTORY     - 1957     MONUMENTED       CGS
 OM0892  HISTORY     - 20021113 GOOD             USPSQD
 OM0892  HISTORY     - 20041204 GOOD             USPSQD
 OM0892
 OM0892                          STATION DESCRIPTION
 OM0892
 OM0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 OM0892'THE STATION IS THE CENTER OF THE BASE OF THE CROSS ON A SHARP
 OM0892'SPIRE LOCATED OVER THE MAIN ENTRANCE AT THE EAST END OF THE
 OM0892'ST. MARY MAGDALENE CATHOLIC CHURCH WHICH IS LOCATED IN THE
 OM0892'NORTHEAST SECTION OF JOHNSON CREEK.  THE SPIRE IS COVERED
 OM0892'WITH WOOD SHINGLES AND THE CROSS IS SILVER COLORED.  THE
 OM0892'OVERALL HEIGHT IS ABOUT 80 FEET.
 OM0892
 OM0892                          STATION RECOVERY (2002)
 OM0892
 OM0892'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0892'RECOVERED IN GOOD CONDITION.  THE STATION IS LOCATED AT THE SOUTHWEST
 OM0892'CORNER OF THE INTERSECTION OF WEST STREET AND WILLIAMS STREET.
 OM0892
 OM0892                          STATION RECOVERY (2004)
 OM0892
 OM0892'RECOVERY NOTE BY US POWER SQUADRON 2004 (MMB)
 OM0892' 
 OM0892'RECOVERED IN GOOD CONDITION.  NOTE - BROWN SHINGLE SPIRE WITH A GREY
 OM0892'CROSS.
 OM0892' 
 OM0892' 
 OM0892' 
 OM0892' 
 OM0892' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0596 ***********************************************************************
 QM0596  DESIGNATION -  JOHNSTON
 QM0596  PID         -  QM0596
 QM0596  STATE/COUNTY-  WI/MARINETTE
 QM0596  USGS QUAD   -  DUNBAR NE (1981)
 QM0596
 QM0596                         *CURRENT SURVEY CONTROL
 QM0596  ___________________________________________________________________
 QM0596* NAD 83(1991)-  45 42 32.37893(N)    088 01 28.36310(W)     ADJUSTED  
 QM0596* NAVD 88     -       323.     (meters)    1060.     (feet)  SCALED    
 QM0596  ___________________________________________________________________
 QM0596  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 QM0596  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 QM0596
 QM0596  HORZ ORDER  -  SECOND
 QM0596
 QM0596.The horizontal coordinates were established by classical geodetic methods
 QM0596.and adjusted by the National Geodetic Survey in February 1997..
 QM0596
 QM0596.The orthometric height was scaled from a topographic map.
 QM0596
 QM0596.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0596
 QM0596.The geoid height was determined by GEOID03.
 QM0596
 QM0596;                    North         East     Units Scale Factor Converg.
 QM0596;SPC WI C     -   210,305.435   753,817.452   MT  1.00004652   +1 23 37.8
 QM0596;SPC WI C     -   689,977.08  2,473,149.42   sFT  1.00004652   +1 23 37.8
 QM0596;SPC WI N     -    62,189.036   753,806.105   MT  0.99997721   +1 25 30.1
 QM0596;SPC WI N     -   204,031.86  2,473,112.20   sFT  0.99997721   +1 25 30.1
 QM0596;UTM  16      - 5,062,225.975   420,252.321   MT  0.99967819   -0 44 00.3
 QM0596
 QM0596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0596!SPC WI C     -   0.99995481  x   1.00004652  =   1.00000133
 QM0596!SPC WI N     -   0.99995481  x   0.99997721  =   0.99993202
 QM0596!UTM  16      -   0.99995481  x   0.99967819  =   0.99963302
 QM0596
 QM0596|---------------------------------------------------------------------|
 QM0596| PID    Reference Object                     Distance      Geod. Az  |
 QM0596|                                                           dddmmss.s |
 QM0596| CJ5145 JOHNSTON RM 1                                      11046     |
 QM0596| CJ5146 JOHNSTON RM 2                                      22045     |
 QM0596| QM0584 KINGSFORD CHEMICAL CO STACK         APPROX.11.3 KM 3352415.4 |
 QM0596| QM0590 KINGSFORD HEIGHTS WATER TANK        APPROX.11.8 KM 3372459.3 |
 QM0596| QM0588 IRON MTN WMIQ RADIO MAST            APPROX.12.7 KM 3492003.5 |
 QM0596| QM0582 FOX                                 APPROX.12.5 KM 3524231.7 |
 QM0596| QM0586 IRON MTN ST POLICE RADIO MAST       APPROX.12.5 KM 3530618.3 |
 QM0596|---------------------------------------------------------------------|
 QM0596
 QM0596                          SUPERSEDED SURVEY CONTROL
 QM0596
 QM0596  NAD 83(1991)-  45 42 32.37708(N)    088 01 28.36272(W) AD(       ) 2
 QM0596  NAD 83(1986)-  45 42 32.37883(N)    088 01 28.36308(W) AD(       ) 2
 QM0596  NAD 27      -  45 42 32.52600(N)    088 01 27.91400(W) AD(       ) 2
 QM0596
 QM0596.Superseded values are not recommended for survey control.
 QM0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0596.See file dsdata.txt to determine how the superseded data were derived.
 QM0596
 QM0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR2025262226(NAD 83)
 QM0596_MARKER: DS = TRIANGULATION STATION DISK
 QM0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0596
 QM0596  HISTORY     - Date     Condition        Report By
 QM0596  HISTORY     - 1954     MONUMENTED       CGS
 QM0596  HISTORY     - 19951014 GOOD             USPSQD
 QM0596
 QM0596                          STATION DESCRIPTION
 QM0596
 QM0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QM0596'STATION IS LOCATED ON A SMALL WOODED HILL ABOUT 4-1/2 MILES
 QM0596'SOUTHWEST OF NIAGARA, ABOUT 5.0 MILES NORTHWEST OF PEMBINE,
 QM0596'AND ABOUT 8.0 MILES NORTHEAST OF THE VILLAGE OF DUNBAR.  STATION
 QM0596'IS 78 FEET WEST OF A UTILITY POLE WITH TRANSFORMER, 92 FEET
 QM0596'NORTH-NORTHWEST OF A SMALL HOUSE, AND 6 FEET SOUTHWEST OF A
 QM0596'WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 QM0596'STAMPED JOHNSTON 1954.
 QM0596'
 QM0596'REFERENCE MARK NO. 1 IS 56 FEET SOUTH OF A UTILITY POLE WITH
 QM0596'TRANSFORMER, 46 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 QM0596'A SMALL HOUSE, AND 32 FEET NORTHEAST OF A UTILITY POLE.  THE
 QM0596'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED JOHNSTON NO 1 1954.
 QM0596'
 QM0596'REFERENCE MARK NO. 2 IS 3 FEET EAST OF THE EAST EDGE OF WOODS,
 QM0596'27 FEET SOUTH OF SOUTH EDGE OF WOODS, AND 91 FEET WEST OF
 QM0596'NORTHWEST CORNER OF SMALL HOUSE.  THE MARK PROJECTS 6 INCHES
 QM0596'AND THE DISK IS STAMPED JOHNSTON NO 2 1954.
 QM0596'
 QM0596'DUE TO HEAVY GROWTH OF TIMBER, NO AZIMUTH MARK WAS SET.
 QM0596'
 QM0596'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 141 AND COUNTY
 QM0596'ROUTE N IN THE NORTH EDGE OF NIAGARA, GO WESTERLY ON COUNTY
 QM0596'ROUTE N FOR 1.5 MILE TO JUNCTION OF COUNTY ROUTE O.  TURN LEFT
 QM0596'AND FOLLOW COUNTY ROUTE O SOUTHERLY FOR 4.5 MILES TO T ROAD
 QM0596'RIGHT AT BRICK SCHOOL HOUSE.  TURN RIGHT AND GO WESTERLY FOR
 QM0596'0.3 MILE TO SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY
 QM0596'FOR 0.25 MILE TO SMALL HOUSE AND STATION AS DESCRIBED.
 QM0596'
 QM0596'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 QM0596
 QM0596                          STATION RECOVERY (1995)
 QM0596
 QM0596'RECOVERY NOTE BY US POWER SQUADRON 1995
 QM0596'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1267 ***********************************************************************
 NH1267  DESIGNATION -  JOHNSTOWN
 NH1267  PID         -  NH1267
 NH1267  STATE/COUNTY-  WI/ROCK
 NH1267  USGS QUAD   -  AVALON (1971)
 NH1267
 NH1267                         *CURRENT SURVEY CONTROL
 NH1267  ___________________________________________________________________
 NH1267* NAD 83(1991)-  42 42 58.32849(N)    088 51 28.87136(W)     ADJUSTED  
 NH1267* NAVD 88     -       317.     (meters)    1040.     (feet)  SCALED    
 NH1267  ___________________________________________________________________
 NH1267  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 NH1267  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 NH1267
 NH1267  HORZ ORDER  -  SECOND
 NH1267
 NH1267.The horizontal coordinates were established by classical geodetic methods
 NH1267.and adjusted by the National Geodetic Survey in November 1991..
 NH1267
 NH1267.The orthometric height was scaled from a topographic map.
 NH1267
 NH1267.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1267
 NH1267.The geoid height was determined by GEOID03.
 NH1267
 NH1267;                    North         East     Units Scale Factor Converg.
 NH1267;SPC WI S     -    80,204.677   693,542.984   MT  1.00000350   +0 47 04.8
 NH1267;SPC WI S     -   263,138.18  2,275,398.94   sFT  1.00000350   +0 47 04.8
 NH1267;UTM  16      - 4,730,974.082   347,858.569   MT  0.99988478   -1 15 38.4
 NH1267
 NH1267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1267!SPC WI S     -   0.99995560  x   1.00000350  =   0.99995910
 NH1267!UTM  16      -   0.99995560  x   0.99988478  =   0.99984038
 NH1267
 NH1267|---------------------------------------------------------------------|
 NH1267| PID    Reference Object                     Distance      Geod. Az  |
 NH1267|                                                           dddmmss.s |
 NH1267| CI9830 JOHNSTOWN RM 1                       19.562 METERS 13339     |
 NH1267| CI9829 JOHNSTOWN AZ MK                                    1652953.7 |
 NH1267| CI9831 JOHNSTOWN RM 2                       19.238 METERS 22732     |
 NH1267|---------------------------------------------------------------------|
 NH1267
 NH1267                          SUPERSEDED SURVEY CONTROL
 NH1267
 NH1267  NAD 83(1986)-  42 42 58.32320(N)    088 51 28.87643(W) AD(       ) 2
 NH1267  NAD 27      -  42 42 58.28240(N)    088 51 28.48240(W) AD(       ) 2
 NH1267
 NH1267.Superseded values are not recommended for survey control.
 NH1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1267.See file dsdata.txt to determine how the superseded data were derived.
 NH1267
 NH1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4785930974(NAD 83)
 NH1267_MARKER: DS = TRIANGULATION STATION DISK
 NH1267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1267
 NH1267  HISTORY     - Date     Condition        Report By
 NH1267  HISTORY     - 1957     MONUMENTED       CGS
 NH1267  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH1267
 NH1267                          STATION DESCRIPTION
 NH1267
 NH1267'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1267'THE STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF JANESVILLE,
 NH1267'ABOUT 5 MILES SOUTHEAST OF MILTON, AND ON THE SOUTH END OF
 NH1267'A WOODED KNOLL OWNED BY MR. WILLIAM C. WEBER.  IT IS 72
 NH1267'FEET NORTHWEST OF A POWER LINE POLE, 45 FEET NORTH OF AN
 NH1267'EAST-WEST FENCE, 28 FEET NORTHEAST OF A 12 INCH OAK TREE
 NH1267'AND 6 FEET SOUTHEAST OF A WHITE WITNESS POST.  THE MARK IS
 NH1267'FLUSH AND THE DISK IS STAMPED JOHNSTOWN 1957.
 NH1267'
 NH1267'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 59
 NH1267'AND COUNTY HIGHWAY M AT THE EAST EDGE OF MILTON, GO SOUTHEAST
 NH1267'ON HIGHWAY M FOR 6.15 MILES TO THE JUNCTION OF COUNTY HIGHWAY
 NH1267'KK AND THE AZIMUTH MARK SOUTHEAST OF THE INTERSECTION.  TURN
 NH1267'SHARP LEFT AND GO NORTH ON HIGHWAY KK FOR 0.3 MILE TO A
 NH1267'WOODEN GATE ON THE LEFT.  TURN LEFT AND PASS THROUGH THE
 NH1267'GATE AND GO WEST FOR 0.1 MILE TO THE HIGHEST POINT OF THE
 NH1267'KNOLL AND THE STATION AS DESCRIBED.
 NH1267'
 NH1267'REFERENCE MARK 1 IS 50 FEET SOUTHWEST OF THE POWER LINE
 NH1267'POLE, 13 FEET WEST OF A 12 INCH OAK TREE AND 3 FEET NORTH
 NH1267'OF THE FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED JOHNSTOWN
 NH1267'NO 1 1957.
 NH1267'
 NH1267'REFERENCE MARK 2 IS 11 FEET SOUTHEAST OF A 14 INCH OAK TREE
 NH1267'AND 3 FEET NORTH OF THE FENCE.  THE MARK IS FLUSH AND THE
 NH1267'DISK IS STAMPED JOHNSTOWN NO 2 1957.
 NH1267'
 NH1267'THE AZIMUTH MARK IS 30 FEET SOUTHEAST OF THE INTERSECTION
 NH1267'OF COUNTY HIGHWAYS M AND KK, 5 FEET NORTHEAST OF A FENCE
 NH1267'CORNER, 2 FEET EAST OF A POWER LINE POLE AND 2 FEET NORTHWEST
 NH1267'OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 NH1267'STAMPED JOHNSTOWN 1957.
 NH1267'
 NH1267'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NH1267
 NH1267                          STATION RECOVERY (2001)
 NH1267
 NH1267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1267'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC9099 ***********************************************************************
 AC9099  DESIGNATION -  JOHNSTOWN C
 AC9099  PID         -  AC9099
 AC9099  STATE/COUNTY-  WI/POLK
 AC9099  USGS QUAD   -  TURTLE LAKE (1978)
 AC9099
 AC9099                         *CURRENT SURVEY CONTROL
 AC9099  ___________________________________________________________________
 AC9099* NAD 83(1997)-  45 29 46.30302(N)    092 11 54.97202(W)     ADJUSTED  
 AC9099* NAVD 88     -       386.4    (meters)    1268.     (feet)  GPS OBS   
 AC9099  ___________________________________________________________________
 AC9099  X           -    -171,817.587 (meters)                     COMP
 AC9099  Y           -  -4,475,382.178 (meters)                     COMP
 AC9099  Z           -   4,526,427.550 (meters)                     COMP
 AC9099  LAPLACE CORR-         -14.39  (seconds)                    DEFLEC99
 AC9099  ELLIP HEIGHT-         357.18  (meters)          (09/30/02) GPS OBS
 AC9099  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 AC9099
 AC9099  HORZ ORDER  -  FIRST
 AC9099  ELLP ORDER  -  SECOND    CLASS I
 AC9099
 AC9099.The horizontal coordinates were established by GPS observations
 AC9099.and adjusted by the National Geodetic Survey in September 2002..
 AC9099
 AC9099.The orthometric height was determined by GPS observations and a
 AC9099.high-resolution geoid model.
 AC9099
 AC9099.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9099
 AC9099.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9099
 AC9099.The ellipsoidal height was determined by GPS observations
 AC9099.and is referenced to NAD 83.
 AC9099
 AC9099.The geoid height was determined by GEOID03.
 AC9099
 AC9099;                    North         East     Units Scale Factor Converg.
 AC9099;SPC WI C     -   187,108.925   428,170.966   MT  0.99999928   -1 33 04.6
 AC9099;SPC WI C     -   613,873.20  1,404,757.58   sFT  0.99999928   -1 33 04.6
 AC9099;UTM  15      - 5,038,386.131   562,614.742   MT  0.99964820   +0 34 17.7
 AC9099
 AC9099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9099!SPC WI C     -   0.99994401  x   0.99999928  =   0.99994329
 AC9099!UTM  15      -   0.99994401  x   0.99964820  =   0.99959223
 AC9099
 AC9099                          SUPERSEDED SURVEY CONTROL
 AC9099
 AC9099  NAD 83(1991)-  45 29 46.30268(N)    092 11 54.97040(W) AD(       ) 1
 AC9099  ELLIP H (06/10/97)  357.19   (m)                       GP(       ) 2 1
 AC9099
 AC9099.Superseded values are not recommended for survey control.
 AC9099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9099.See file dsdata.txt to determine how the superseded data were derived.
 AC9099
 AC9099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6261538386(NAD 83)
 AC9099_MARKER: DD = SURVEY DISK
 AC9099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9099_STAMPING: JOHNSTOWN C. 448
 AC9099_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC9099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9099+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2005
 AC9099
 AC9099  HISTORY     - Date     Condition        Report By
 AC9099  HISTORY     - 1995     MONUMENTED       WI-095
 AC9099  HISTORY     - 20051106 GOOD             WIDT
 AC9099
 AC9099                          STATION DESCRIPTION
 AC9099
 AC9099'DESCRIBED BY POLK COUNTY WISCONSIN 1995 (TEC)
 AC9099'THE STATION IS LOCATED 11 MI (17.7 KM) NORTH OF THE TOWN OF CLAYTON,
 AC9099'WISCONSIN IN THE NORTHEAST QUARTER OF NORTHEAST QUARTER OF SECTION 27,
 AC9099'T.35N.,R.15W., 4TH P.M.  TOWN OF JOHNSTOWN, POLK COUNTY.  TO REACH THE
 AC9099'STATION FROM THE TOWN OF CLAYTON START AT WHERE U.S. HIGHWAY 63
 AC9099'INTERSECTS COUNTY TRUNK HIGHWAY D, GO NORTH APPROXIMATELY 4 MI (6.4
 AC9099'KM) TO WHERE U.S.  HIGHWAY 63 INTERSECTS WITH COUNTY TRUNK HIGHWAY T
 AC9099'AND U.S HIGHWAY 8, GO NORTH - NORTHWEST 7 MI (11.3 KM) ALONG COUNTY
 AC9099'TRUNK HIGHWAY T TO THE STATION.  THE STATION IS LOCATED 82 FEET (25.0
 AC9099'M) SOUTHEAST OF CENTERLINE OF COUNTY HIGHWAY G, ON EASTERLY EXTENSION
 AC9099'OF SOUTHERLY EDGE OF HIGHWAY G TO WEST, 265 FEET (80.8 M) WEST OF
 AC9099'COUNTY HIGHWAY T.  THE STATION IS A BRASS CAP, SET IN A 1.3 FOOT (0.4
 AC9099'M) DIAMETER BY 6 FOOT (1.8 M) DEEP CONCRETE MONUMENT FLUSH WITH GROUND
 AC9099'SURFACE.  A PLASTIC WITNESS POST IS SET 2 FEET (0.6 M) FROM THE
 AC9099'STATION.
 AC9099
 AC9099                          STATION RECOVERY (2005)
 AC9099
 AC9099'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AC9099'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M SOUTHEAST,
 AC9099'1.0 M WEST, AND 1.0 M NORTH-NORTHEAST OF THREE ORANGE 4X4 PLASTIC
 AC9099'GUARD POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4892 ***********************************************************************
 DG4892  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4892  DESIGNATION -  JOHNSTOWN CENTER GPS
 DG4892  PID         -  DG4892
 DG4892  STATE/COUNTY-  WI/ROCK
 DG4892  USGS QUAD   -  AVALON (1971)
 DG4892
 DG4892                         *CURRENT SURVEY CONTROL
 DG4892  ___________________________________________________________________
 DG4892* NAD 83(1997)-  42 43 37.69403(N)    088 51 24.50948(W)     ADJUSTED  
 DG4892* NAVD 88     -       305.09   (meters)    1000.9    (feet)  GPS OBS   
 DG4892  ___________________________________________________________________
 DG4892  X           -      93,626.152 (meters)                     COMP
 DG4892  Y           -  -4,691,838.613 (meters)                     COMP
 DG4892  Z           -   4,305,467.623 (meters)                     COMP
 DG4892  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 DG4892  ELLIP HEIGHT-         271.26  (meters)          (04/02/04) GPS OBS
 DG4892  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 DG4892
 DG4892  HORZ ORDER  -  FIRST
 DG4892  ELLP ORDER  -  FOURTH    CLASS I
 DG4892
 DG4892.The horizontal coordinates were established by GPS observations
 DG4892.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4892
 DG4892.The orthometric height was determined by GPS observations and a
 DG4892.high-resolution geoid model using precise GPS observation and
 DG4892.processing techniques.
 DG4892
 DG4892.Photographs are available for this station.
 DG4892
 DG4892.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4892
 DG4892.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4892
 DG4892.The ellipsoidal height was determined by GPS observations
 DG4892.and is referenced to NAD 83.
 DG4892
 DG4892.The geoid height was determined by GEOID03.
 DG4892
 DG4892;                    North         East     Units Scale Factor Converg.
 DG4892;SPC WI S     -    81,420.651   693,625.573   MT  1.00000126   +0 47 07.8
 DG4892;SPC WI S     -   267,127.59  2,275,669.90   sFT  1.00000126   +0 47 07.8
 DG4892;UTM  16      - 4,732,186.191   347,984.492   MT  0.99988431   -1 15 36.4
 DG4892
 DG4892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4892!SPC WI S     -   0.99995746  x   1.00000126  =   0.99995872
 DG4892!UTM  16      -   0.99995746  x   0.99988431  =   0.99984178
 DG4892
 DG4892                          SUPERSEDED SURVEY CONTROL
 DG4892
 DG4892.No superseded survey control is available for this station.
 DG4892
 DG4892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4798432186(NAD 83)
 DG4892_MARKER: DD = SURVEY DISK
 DG4892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4892_STAMPING: JOHNSTOWN CENTER GPS 1992
 DG4892_MARK LOGO: WI-105
 DG4892_PROJECTION: FLUSH
 DG4892_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4892+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4892
 DG4892  HISTORY     - Date     Condition        Report By
 DG4892  HISTORY     - 1992     MONUMENTED       WI-105
 DG4892  HISTORY     - 2001     GOOD             WIDT
 DG4892
 DG4892                          STATION DESCRIPTION
 DG4892
 DG4892'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4892'THE STATION IS LOCATED ABOUT 23 KM SOUTH OF FORT ATKINSON, 14 KM
 DG4892'EAST-NORTHEAST OF JANESVILLE, AND 9 KM SOUTHEAST OF MILTON.
 DG4892'OWNERSHIP--ROCK COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DG4892'STATE HIGHWAY 26 WITH STATE HIGHWAY 59 EAST IN THE CITY OF MILTON, GO
 DG4892'EAST ON STATE HIGHWAY 59 FOR 6.4 KM TO COUNTY HIGHWAY KK, TURN RIGHT
 DG4892'AND GO SOUTH ON COUNTY HIGHWAY KK FOR 3.3 KM TO SIX CORNERS ROAD,
 DG4892'CONTINUE SOUTH ON COUNTY HIGHWAY KK FOR 1.5 KM TO THE STATION ON THE
 DG4892'RIGHT.  THE STATION IS A BRONZE ROCK COUNTY GEODETIC CONTROL MARKER
 DG4892'SET IN THE TOP OF A 45-CM DIAMETER CONCRETE POST AND ABOUT LEVEL WITH
 DG4892'THE HIGHWAY PAVEMENT.  THE STATION IS 7.9 M WEST OF THE CENTERLINE OF
 DG4892'COUNTY HIGHWAY KK, 167 M SOUTH OF THE EXTENDED CENTERLINE OF PRIVATE
 DG4892'ENTRANCE --4128--, 162 M NORTH OF THE CENTERLINE OF PRIVATE ENTRANCE
 DG4892'--3907--, AND 3 M EAST OF A CULTIVATED FIELD.  ---NOTE---THE STATION
 DG4892'IS 1.0 M WEST, NORTHEAST, AND SOUTHEAST OF AN ORANGE 4X4 PLASTIC
 DG4892'WITNESS POST.  ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DG4892'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DG4892' 
 DG4892'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC9100 ***********************************************************************
 AC9100  DESIGNATION -  JOHNSTOWN E
 AC9100  PID         -  AC9100
 AC9100  STATE/COUNTY-  WI/POLK
 AC9100  USGS QUAD   -  MC KINLEY (1982)
 AC9100
 AC9100                         *CURRENT SURVEY CONTROL
 AC9100  ___________________________________________________________________
 AC9100* NAD 83(1997)-  45 31 32.24661(N)    092 09 19.35381(W)     ADJUSTED  
 AC9100* NAVD 88     -       393.0    (meters)    1289.     (feet)  GPS OBS   
 AC9100  ___________________________________________________________________
 AC9100  X           -    -168,353.460 (meters)                     COMP
 AC9100  Y           -  -4,473,183.293 (meters)                     COMP
 AC9100  Z           -   4,528,724.383 (meters)                     COMP
 AC9100  LAPLACE CORR-         -13.31  (seconds)                    DEFLEC99
 AC9100  ELLIP HEIGHT-         363.68  (meters)          (09/30/02) GPS OBS
 AC9100  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 AC9100
 AC9100  HORZ ORDER  -  FIRST
 AC9100  ELLP ORDER  -  SECOND    CLASS I
 AC9100
 AC9100.The horizontal coordinates were established by GPS observations
 AC9100.and adjusted by the National Geodetic Survey in September 2002..
 AC9100
 AC9100.The orthometric height was determined by GPS observations and a
 AC9100.high-resolution geoid model.
 AC9100
 AC9100.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9100
 AC9100.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9100
 AC9100.The ellipsoidal height was determined by GPS observations
 AC9100.and is referenced to NAD 83.
 AC9100
 AC9100.The geoid height was determined by GEOID03.
 AC9100
 AC9100;                    North         East     Units Scale Factor Converg.
 AC9100;SPC WI C     -   190,287.976   431,635.343   MT  1.00000498   -1 31 14.8
 AC9100;SPC WI C     -   624,303.13  1,416,123.62   sFT  1.00000498   -1 31 14.8
 AC9100;UTM  15      - 5,041,690.186   565,957.788   MT  0.99965349   +0 36 09.8
 AC9100
 AC9100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9100!SPC WI C     -   0.99994299  x   1.00000498  =   0.99994797
 AC9100!UTM  15      -   0.99994299  x   0.99965349  =   0.99959650
 AC9100
 AC9100                          SUPERSEDED SURVEY CONTROL
 AC9100
 AC9100  NAD 83(1991)-  45 31 32.24629(N)    092 09 19.35219(W) AD(       ) 1
 AC9100  ELLIP H (06/10/97)  363.69   (m)                       GP(       ) 2 1
 AC9100
 AC9100.Superseded values are not recommended for survey control.
 AC9100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9100.See file dsdata.txt to determine how the superseded data were derived.
 AC9100
 AC9100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6595841690(NAD 83)
 AC9100_MARKER: DD = SURVEY DISK
 AC9100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9100_STAMPING: JOHNSTOWN E. 450
 AC9100_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC9100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9100_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC9100+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2005
 AC9100
 AC9100  HISTORY     - Date     Condition        Report By
 AC9100  HISTORY     - 1995     MONUMENTED       WI-095
 AC9100  HISTORY     - 20051018 GOOD             USPSQD
 AC9100
 AC9100                          STATION DESCRIPTION
 AC9100
 AC9100'DESCRIBED BY POLK COUNTY WISCONSIN 1995 (TEC)
 AC9100'THE STATION IS LOCATED 13 MI (20.9 KM) NORTH AND 2 MI (3.2 KM) EAST OF
 AC9100'THE TOWN OF CLAYTON, WISCONSIN IN THE SOUTHEAST QUARTER OF SOUTHEAST
 AC9100'QUARTER OF SECTION 12, T.35N.,R.15W., 4TH P.M., TOWN OF JOHNSTOWN,
 AC9100'POLK COUNTY.  TO REACH THE STATION FROM THE TOWN OF CLAYTON START AT
 AC9100'WHERE U.S.  HIGHWAY 63 INTERSECTS COUNTY TRUNK HIGHWAY D, GO NORTH
 AC9100'APPROXIMATELY 4 MI (6.4 KM) TO WHERE U.S.  HIGHWAY 63 INTERSECTS WITH
 AC9100'COUNTY TRUNK HIGHWAY T AND U.  S.  HIGHWAY 8, GO NORTH 7 MI (11.3 KM)
 AC9100'TO INTERSECTION OF COUNTY TRUNK HIGHWAY T AND COUNTY TRUNK HIGHWAY G,
 AC9100'GO NORTH ALONG COUNTRY TRUNK HIGHWAY G FOR 2 MI, (3.2 KM) GO EAST
 AC9100'ALONG COUNTY TRUNK HIGHWAY G 2 MI (3.2 KM) TO THE STATION.  THE
 AC9100'STATION IS LOCATED 29 FEET (8.8 M) WEST OF CENTERLINE POLK-BARRON
 AC9100'STREET (COUNTY LINE) , 165 FEET (50.3 M) NORTH OF CENTERLINE OF COUNTY
 AC9100'HIGHWAY G, 38 FEET (11.6 M) NORTH OF DRIVE TO COUNTY LINE TAVERN.  THE
 AC9100'STATION IS A BRASS CAP, SET IN A 1.3 FOOT (0.4 M) DIAMETER BY 6 FOOT
 AC9100'(1.8 M) DEEP CONCRETE MONUMENT FLUSH WITH GROUND SURFACE.  A PLASTIC
 AC9100'WITNESS POST IS SET 2 FEET (0.6 M) FROM THE STATION.
 AC9100
 AC9100                          STATION RECOVERY (2005)
 AC9100
 AC9100'RECOVERY NOTE BY US POWER SQUADRON 2005 (DRB)
 AC9100'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M EAST, 0.8 M
 AC9100'SOUTH, AND 0.6 M NORTH OF THREE ORANGE 4X4 PLASTIC GUARD POSTS.
 AC9100'NOTE-- VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN THE EAST
 AC9100'QUADRANTS TO 50 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4893 ***********************************************************************
 DG4893  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4893  DESIGNATION -  JOHNSTOWN E GPS
 DG4893  PID         -  DG4893
 DG4893  STATE/COUNTY-  WI/ROCK
 DG4893  USGS QUAD   -  AVALON (1971)
 DG4893
 DG4893                         *CURRENT SURVEY CONTROL
 DG4893  ___________________________________________________________________
 DG4893* NAD 83(1997)-  42 43 32.20156(N)    088 46 48.52194(W)     ADJUSTED  
 DG4893* NAVD 88     -       308.78   (meters)    1013.1    (feet)  GPS OBS   
 DG4893  ___________________________________________________________________
 DG4893  X           -      99,906.371 (meters)                     COMP
 DG4893  Y           -  -4,691,826.823 (meters)                     COMP
 DG4893  Z           -   4,305,345.617 (meters)                     COMP
 DG4893  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 DG4893  ELLIP HEIGHT-         274.95  (meters)          (04/02/04) GPS OBS
 DG4893  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 DG4893
 DG4893  HORZ ORDER  -  FIRST
 DG4893  ELLP ORDER  -  FOURTH    CLASS I
 DG4893
 DG4893.The horizontal coordinates were established by GPS observations
 DG4893.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4893
 DG4893.The orthometric height was determined by GPS observations and a
 DG4893.high-resolution geoid model using precise GPS observation and
 DG4893.processing techniques.
 DG4893
 DG4893.Photographs are available for this station.
 DG4893
 DG4893.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4893
 DG4893.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4893
 DG4893.The ellipsoidal height was determined by GPS observations
 DG4893.and is referenced to NAD 83.
 DG4893
 DG4893.The geoid height was determined by GEOID03.
 DG4893
 DG4893;                    North         East     Units Scale Factor Converg.
 DG4893;SPC WI S     -    81,340.146   699,906.212   MT  1.00000157   +0 50 17.4
 DG4893;SPC WI S     -   266,863.46  2,296,275.63   sFT  1.00000157   +0 50 17.4
 DG4893;UTM  16      - 4,731,881.558   354,257.446   MT  0.99986133   -1 12 28.9
 DG4893
 DG4893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4893!SPC WI S     -   0.99995688  x   1.00000157  =   0.99995845
 DG4893!UTM  16      -   0.99995688  x   0.99986133  =   0.99981822
 DG4893
 DG4893                          SUPERSEDED SURVEY CONTROL
 DG4893
 DG4893.No superseded survey control is available for this station.
 DG4893
 DG4893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5425731882(NAD 83)
 DG4893_MARKER: DD = SURVEY DISK
 DG4893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4893_STAMPING: JOHNSTOWN E GPS 2002
 DG4893_MARK LOGO: WIDT  
 DG4893_PROJECTION: FLUSH
 DG4893_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4893_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4893+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4893
 DG4893  HISTORY     - Date     Condition        Report By
 DG4893  HISTORY     - 2001     MONUMENTED       WIDT
 DG4893
 DG4893                          STATION DESCRIPTION
 DG4893
 DG4893'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4893'THE STATION IS LOCATED ABOUT 20 KM EAST OF JANESVILLE, 20 KM
 DG4893'WEST-NORTHWEST OF ELKHORN, AND 13 KM SOUTH-SOUTHWEST OF WHITEWATER.
 DG4893'OWNERSHIP--TOWN OF JOHNSTOWN. TO REACH THE STATION FROM THE JUNCTION
 DG4893'OF US HIGHWAY 14 WITH STATE HIGHWAY 11 AND WITH STATE HIGHWAY 89 NORTH
 DG4893'ABOUT 23 KM EAST OF JANESVILLE, GO NORTH ON STATE HIGHWAY 89 FOR 8.8
 DG4893'KM TO LAKE LORAINE ROAD, TURN LEFT AND GO WEST ON LAKE LORAINE ROAD
 DG4893'FOR 2.3 KM TO NORTH COUNTY LINE ROAD AND HAKE ROAD AHEAD, CONTINUE
 DG4893'WEST ON HAKE ROAD FOR 0.2 KM TO THE STATION ON THE RIGHT. THE STATION
 DG4893'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DG4893'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DG4893'SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT. THE
 DG4893'STATION IS 6.9 M NORTH OF THE CENTERLINE OF EAST HAKE ROAD, AND 22.6 M
 DG4893'NORTHEAST OF A WOOD POST FOR A --STOP AHEAD-- SIGN.  ---NOTE---THE
 DG4893'STATION IS NORTH, SOUTHWEST AND SOUTHEAST OF AN ORANGE 4X4 PLASTIC
 DG4893'WITNESS POST.  ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DG4893'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DG4893' 
 DG4893'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4894 ***********************************************************************
 DG4894  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4894  DESIGNATION -  JOHNSTOWN S GPS
 DG4894  PID         -  DG4894
 DG4894  STATE/COUNTY-  WI/ROCK
 DG4894  USGS QUAD   -  AVALON (1971)
 DG4894
 DG4894                         *CURRENT SURVEY CONTROL
 DG4894  ___________________________________________________________________
 DG4894* NAD 83(1997)-  42 40 31.50722(N)    088 50 08.73948(W)     ADJUSTED  
 DG4894* NAVD 88     -       281.69   (meters)     924.2    (feet)  GPS OBS   
 DG4894  ___________________________________________________________________
 DG4894  X           -      95,428.482 (meters)                     COMP
 DG4894  Y           -  -4,695,682.382 (meters)                     COMP
 DG4894  Z           -   4,301,229.416 (meters)                     COMP
 DG4894  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 DG4894  ELLIP HEIGHT-         247.89  (meters)          (04/02/04) GPS OBS
 DG4894  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 DG4894
 DG4894  HORZ ORDER  -  FIRST
 DG4894  ELLP ORDER  -  FOURTH    CLASS I
 DG4894
 DG4894.The horizontal coordinates were established by GPS observations
 DG4894.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4894
 DG4894.The orthometric height was determined by GPS observations and a
 DG4894.high-resolution geoid model using precise GPS observation and
 DG4894.processing techniques.
 DG4894
 DG4894.Photographs are available for this station.
 DG4894
 DG4894.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4894
 DG4894.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4894
 DG4894.The ellipsoidal height was determined by GPS observations
 DG4894.and is referenced to NAD 83.
 DG4894
 DG4894.The geoid height was determined by GEOID03.
 DG4894
 DG4894;                    North         East     Units Scale Factor Converg.
 DG4894;SPC WI S     -    75,699.766   695,429.408   MT  1.00001218   +0 47 59.8
 DG4894;SPC WI S     -   248,358.32  2,281,587.98   sFT  1.00001218   +0 47 59.8
 DG4894;UTM  16      - 4,726,405.304   349,582.824   MT  0.99987836   -1 14 40.5
 DG4894
 DG4894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4894!SPC WI S     -   0.99996113  x   1.00001218  =   0.99997330
 DG4894!UTM  16      -   0.99996113  x   0.99987836  =   0.99983949
 DG4894
 DG4894                          SUPERSEDED SURVEY CONTROL
 DG4894
 DG4894.No superseded survey control is available for this station.
 DG4894
 DG4894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4958326405(NAD 83)
 DG4894_MARKER: DD = SURVEY DISK
 DG4894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4894_STAMPING: JOHNSTOWN S GPS 2002
 DG4894_MARK LOGO: WIDT  
 DG4894_PROJECTION: FLUSH
 DG4894_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4894+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4894
 DG4894  HISTORY     - Date     Condition        Report By
 DG4894  HISTORY     - 2001     MONUMENTED       WIDT
 DG4894
 DG4894                          STATION DESCRIPTION
 DG4894
 DG4894'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4894'THE STATION IS LOCATED ABOUT 25 KM WEST OF ELKHORN, 19 KM
 DG4894'SOUTH-SOUTHWEST OF WHITEWATER, AND 15 KM EAST OF JANESVILLE.
 DG4894'OWNERSHIP--TOWN OF JOHNSTOWN. TO REACH THE STATION FROM THE JUNCTION
 DG4894'OF US HIGHWAY 14 AND STATE HIGHWAY 11 WITH STATE HIGHWAY 140 ABOUT 10
 DG4894'KM EAST OF THE CITY OF JANESVILLE, GO EAST ON US HIGHWAY 14 AND STATE
 DG4894'HIGHWAY 11 FOR 2.8 KM TO SOUTH KEMP ROAD, TURN LEFT AND GO NORTH ON
 DG4894'SOUTH KEMP ROAD FOR 2.4 KM TO THE STATION ON THE RIGHT. THE STATION IS
 DG4894'A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DG4894'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DG4894'SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT. THE
 DG4894'STATION IS 8.6 M EAST OF THE CENTERLINE OF SOUTH KEMP ROAD, 50.3 M
 DG4894'NORTHEAST OF TELEPHONE POLE --3F33R10--, AND 46.2 M SOUTH OF THE
 DG4894'CENTERLINE OF COUNTY HIGHWAY MM.  ---NOTE---THE STATION IS
 DG4894'SOUTH-SOUTHWEST, SOUTHEAST AND NORTH-NORTHWEST OF AN ORANGE 4X4
 DG4894'PLASTIC WITNESS POST.  ---NOTE2---THIS STATION HAS NO VISIBLE
 DG4894'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DG4894' 
 DG4894'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1024 ***********************************************************************
 OM1024  DESIGNATION -  JONES
 OM1024  PID         -  OM1024
 OM1024  STATE/COUNTY-  WI/COLUMBIA
 OM1024  USGS QUAD   -  COLUMBUS (1980)
 OM1024
 OM1024                         *CURRENT SURVEY CONTROL
 OM1024  ___________________________________________________________________
 OM1024* NAD 83(1991)-  43 22 09.84520(N)    089 03 32.26928(W)     ADJUSTED  
 OM1024* NAVD 88     -       274.     (meters)     899.     (feet)  SCALED    
 OM1024  ___________________________________________________________________
 OM1024  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 OM1024  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 OM1024
 OM1024  HORZ ORDER  -  THIRD
 OM1024
 OM1024.The horizontal coordinates were established by classical geodetic methods
 OM1024.and adjusted by the National Geodetic Survey in November 1991..
 OM1024
 OM1024.The orthometric height was scaled from a topographic map.
 OM1024
 OM1024.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1024
 OM1024.The geoid height was determined by GEOID03.
 OM1024
 OM1024;                    North         East     Units Scale Factor Converg.
 OM1024;SPC WI S     -   152,557.597   676,264.983   MT  0.99993270   +0 38 47.7
 OM1024;SPC WI S     -   500,516.05  2,218,712.70   sFT  0.99993270   +0 38 47.7
 OM1024;UTM  16      - 4,803,896.247   333,184.018   MT  0.99994231   -1 24 51.2
 OM1024
 OM1024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1024!SPC WI S     -   0.99996254  x   0.99993270  =   0.99989524
 OM1024!UTM  16      -   0.99996254  x   0.99994231  =   0.99990485
 OM1024
 OM1024:                Primary Azimuth Mark                     Grid Az
 OM1024:SPC WI S     -  FALL RIVER MUNICIPAL TANK                021 27 03.1
 OM1024:UTM  16      -  FALL RIVER MUNICIPAL TANK                023 30 42.0
 OM1024
 OM1024|---------------------------------------------------------------------|
 OM1024| PID    Reference Object                     Distance      Geod. Az  |
 OM1024|                                                           dddmmss.s |
 OM1024| OM1021 FALL RIVER MUNICIPAL TANK           APPROX. 2.2 KM 0220550.8 |
 OM1024| CI9833 JONES AZ MK                                        0680913.2 |
 OM1024| OM1025 COLUMBUS THE BORDEN CO STACK        APPROX. 4.0 KM 1324832.7 |
 OM1024| CI9834 JONES RM 1                           18.266 METERS 17949     |
 OM1024| CI9835 JONES RM 2                           40.706 METERS 23133     |
 OM1024|---------------------------------------------------------------------|
 OM1024
 OM1024                          SUPERSEDED SURVEY CONTROL
 OM1024
 OM1024  NAD 83(1986)-  43 22 09.83739(N)    089 03 32.27547(W) AD(       ) 3
 OM1024  NAD 27      -  43 22 09.87590(N)    089 03 31.87680(W) AD(       ) 3
 OM1024
 OM1024.Superseded values are not recommended for survey control.
 OM1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1024.See file dsdata.txt to determine how the superseded data were derived.
 OM1024
 OM1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP3318403896(NAD 83)
 OM1024_MARKER: DS = TRIANGULATION STATION DISK
 OM1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1024
 OM1024  HISTORY     - Date     Condition        Report By
 OM1024  HISTORY     - 1958     MONUMENTED       CGS
 OM1024
 OM1024                          STATION DESCRIPTION
 OM1024
 OM1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1024'THE STATION IS ABOUT 3 MILES NORTHWEST OF COLUMBUS AND ABOUT
 OM1024'1-1/2 MILES SOUTH OF FALL RIVER.  IT IS IN THE NORTH PART OF SEC.
 OM1024'3, T9N, R12E, ON PROPERTY OWNED BY MRS. JOHN G. JONES.  IT IS
 OM1024'28 FEET EAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE, 25 FEET
 OM1024'WEST OF THE CENTERLINE OF A PAVED ROAD AND 42 FEET NORTHWEST
 OM1024'OF THE INTERSECTION OF A DRIVEWAY AND A PAVED ROAD.  THE
 OM1024'MONUMENT IS FLUSH AND THE DISK IS STAMPED JONES 1958.
 OM1024'
 OM1024'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 151
 OM1024'AND U.S. HIGHWAY 16 IN COLUMBUS GO NORTHWEST ON U.S. 16 FOR 3.2
 OM1024'MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST FOR 0.05 MILE
 OM1024'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE WEST FOR 0.15 MILE TO
 OM1024'A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON A PAVED ROAD FOR
 OM1024'0.1 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 OM1024'
 OM1024'REFERENCE MARK 1 IS 22 FEET WEST OF THE CENTERLINE OF A PAVED
 OM1024'ROAD, 104 FEET EAST OF THE NORTHEAST CORNER OF A BARN, 64 FEET
 OM1024'SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE AND 35 FEET
 OM1024'NORTHEAST OF THE INTERSECTION OF THE DRIVEWAY AND THE PAVED ROAD.
 OM1024'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED JONES NO 1 1958.
 OM1024'
 OM1024'REFERENCE MARK 2 IS 3 FEET NORTHWEST OF THE NORTHEAST CORNER OF
 OM1024'A BARN, 98 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME
 OM1024'HOUSE AND 125 FEET WEST OF THE CENTERLINE OF A PAVED ROAD.  THE
 OM1024'MONUMENT IS FLUSH AND DISK IS STAMPED JONES NO 2 1958.
 OM1024'
 OM1024'THE AZIMUTH MARK IS 112 FEET SOUTHWEST OF THE INTERSECTION OF U.S.
 OM1024'HIGHWAY 16 AND A PAVED ROAD, 2 FEET WEST OF A WHITE WITNESS POST,
 OM1024'1 FOOT WEST OF A TELEPHONE POLE AND 34 FEET SOUTH OF THE
 OM1024'CENTERLINE OF A PAVED ROAD.  THE MONUMENT IS FLUSH AND THE DISK
 OM1024'IS STAMPED JONES 1958.
 OM1024'
 OM1024'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0656 ***********************************************************************
 QM0656  DESIGNATION -  JONES DAM LOOKOUT TOWER
 QM0656  PID         -  QM0656
 QM0656  STATE/COUNTY-  WI/FOREST
 QM0656  USGS QUAD   -  ALVIN SE (1970)
 QM0656
 QM0656                         *CURRENT SURVEY CONTROL
 QM0656  ___________________________________________________________________
 QM0656* NAD 83(1991)-  45 51 28.18651(N)    088 50 59.76892(W)     ADJUSTED  
 QM0656* NAVD 88     -                                                        
 QM0656  ___________________________________________________________________
 QM0656  LAPLACE CORR-          -7.74  (seconds)                    DEFLEC99
 QM0656  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 QM0656
 QM0656  HORZ ORDER  -  THIRD
 QM0656
 QM0656.The horizontal coordinates were established by classical geodetic methods
 QM0656.and adjusted by the National Geodetic Survey in November 1991..
 QM0656
 QM0656
 QM0656.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0656
 QM0656.The geoid height was determined by GEOID03.
 QM0656
 QM0656;                    North         East     Units Scale Factor Converg.
 QM0656;SPC WI N     -    77,464.927   689,308.957   MT  0.99995990   +0 49 46.6
 QM0656;SPC WI N     -   254,149.51  2,261,507.80   sFT  0.99995990   +0 49 46.6
 QM0656;UTM  16      - 5,079,915.591   356,389.471   MT  0.99985355   -1 19 40.0
 QM0656
 QM0656                          SUPERSEDED SURVEY CONTROL
 QM0656
 QM0656  NAD 83(1986)-  45 51 28.18096(N)    088 50 59.76599(W) AD(       ) 4
 QM0656  NAD 27      -  45 51 28.32000(N)    088 50 59.34000(W) AD(       ) 3
 QM0656
 QM0656.Superseded values are not recommended for survey control.
 QM0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0656.See file dsdata.txt to determine how the superseded data were derived.
 QM0656
 QM0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR5638979916(NAD 83)
 QM0656_MARKER: 57 = LOOKOUT TOWER
 QM0656
 QM0656  HISTORY     - Date     Condition        Report By
 QM0656  HISTORY     - 1940     FIRST OBSERVED   CGS
 QM0656
 QM0656                          STATION DESCRIPTION
 QM0656
 QM0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 QM0656'STATION IS LOCATED ABOUT 16 MILES EAST-NORTHEAST OF THREE LAKES.
 QM0656'IT IS A STANDARD U.S. FOREST SERVICE LOOKOUT TOWER MADE OF
 QM0656'STRUCTURAL STEEL AND WITH AN ENCLOSED OBSERVATION PLATFORM.
 QM0656'IT IS APPROXIMATELY 125 FEET HIGH.
 QM0656'
 QM0656'A COMPLETE DESCRIPTION CANNOT BE GIVEN AS THE STATION WAS NOT
 QM0656'VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5260 ***********************************************************************
 DH5260  DESIGNATION -  JONESDALE GPS
 DH5260  PID         -  DH5260
 DH5260  STATE/COUNTY-  WI/IOWA
 DH5260  USGS QUAD   -  JONESDALE (1962)
 DH5260
 DH5260                         *CURRENT SURVEY CONTROL
 DH5260  ___________________________________________________________________
 DH5260* NAD 83(1997)-  42 53 51.90609(N)    090 05 04.37238(W)     ADJUSTED  
 DH5260* NAVD 88     -                                                        
 DH5260  ___________________________________________________________________
 DH5260  X           -      -6,905.870 (meters)                     COMP
 DH5260  Y           -  -4,679,915.224 (meters)                     COMP
 DH5260  Z           -   4,319,398.972 (meters)                     COMP
 DH5260  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 DH5260  ELLIP HEIGHT-         310.75  (meters)          (08/01/05) GPS OBS
 DH5260  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 DH5260
 DH5260  HORZ ORDER  -  FIRST
 DH5260  ELLP ORDER  -  SECOND    CLASS I
 DH5260
 DH5260.The horizontal coordinates were established by GPS observations
 DH5260.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5260
 DH5260
 DH5260.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5260
 DH5260.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5260
 DH5260.The ellipsoidal height was determined by GPS observations
 DH5260.and is referenced to NAD 83.
 DH5260
 DH5260.The geoid height was determined by GEOID03.
 DH5260
 DH5260;                    North         East     Units Scale Factor Converg.
 DH5260;SPC WI S     -    99,735.493   593,094.665   MT  0.99997091   -0 03 29.1
 DH5260;SPC WI S     -   327,215.53  1,945,844.75   sFT  0.99997091   -0 03 29.1
 DH5260;UTM  15      - 4,753,584.605   738,035.042   MT  1.00029711   +1 59 07.6
 DH5260
 DH5260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5260!SPC WI S     -   0.99995127  x   0.99997091  =   0.99992218
 DH5260!UTM  15      -   0.99995127  x   1.00029711  =   1.00024836
 DH5260
 DH5260                          SUPERSEDED SURVEY CONTROL
 DH5260
 DH5260.No superseded survey control is available for this station.
 DH5260
 DH5260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH3803553585(NAD 83)
 DH5260_MARKER: DD = SURVEY DISK
 DH5260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5260_STAMPING: JONESDALE GPS 2004
 DH5260_MARK LOGO: WIDT  
 DH5260_PROJECTION: FLUSH
 DH5260_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5260+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH5260
 DH5260  HISTORY     - Date     Condition        Report By
 DH5260  HISTORY     - 2003     MONUMENTED       WIDT
 DH5260  HISTORY     - 20051228 GOOD             WIDT
 DH5260
 DH5260                          STATION DESCRIPTION
 DH5260
 DH5260'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5260'OWNERSHIP--TOWN OF MINERAL POINT.  TO REACH THE STATION FROM THE
 DH5260'JUNCTION OF STATE  HIGHWAY 23 WITH STATE HIGHWAY 39 ABOUT 1 MI SOUTH
 DH5260'OF THE CITY OF MINERAL POINT, GO EAST  ON STATE HIGHWAY 39 FOR 5.2 MI
 DH5260'TO TOWN LINE ROAD ON THE LEFT AND COUNTY HIGHWAY D ON  THE RIGHT, TURN
 DH5260'LEFT AND GO NORTH ON TOWN LINE ROAD FOR 1.9 MI TO SUNNY RIDGE ROAD,
 DH5260'TURN LEFT AND GO WEST ON SUNNY RIDGE ROAD FOR 0.6 MI TO THE STATION ON
 DH5260'THE RIGHT.  THE  STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH5260'TRANSPORTATION GEODETIC SURVEY CONTROL  STATION DISK SET IN THE TOP ON
 DH5260'A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD  PAVEMENT.
 DH5260'THE STATION IS 6.6 M NORTH OF THE CENTERLINE OF SUNNY RIDGE ROAD, 37.6
 DH5260'M  EAST-NORTHEAST OF POWER POLE --5-3-24 21/31--, 35.3 M
 DH5260'WEST-NORTHWEST OF POWER POLE --5-3-24  23/39--, 1 M SOUTH OF A FENCE,
 DH5260'1.1 M NORTH OF AN ORANGE 4X4 PLASTIC WITNESS POST, 1.0 M  SOUTHEAST OF
 DH5260'AN ORANGE 4X4 PLASTIC WITNESS POST AND 1.0 M SOUTHWEST OF AN ORANGE
 DH5260'4X4  PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH5260'OBSTRUCTIONS EXTENDING HIGHER  THAN 15 DEGREES ABOVE THE HORIZON.
 DH5260
 DH5260                          STATION RECOVERY (2005)
 DH5260
 DH5260'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5260'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0018 ***********************************************************************
 QN0018  DESIGNATION -  JORDAN
 QN0018  PID         -  QN0018
 QN0018  STATE/COUNTY-  WI/PRICE
 QN0018  USGS QUAD   -  BRANTWOOD (1979)
 QN0018
 QN0018                         *CURRENT SURVEY CONTROL
 QN0018  ___________________________________________________________________
 QN0018* NAD 83(1986)-  45 33 38.     (N)    090 05 17.     (W)     SCALED    
 QN0018* NAVD 88     -       498.842  (meters)    1636.62   (feet)  ADJUSTED  
 QN0018  ___________________________________________________________________
 QN0018  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 QN0018  DYNAMIC HT  -         498.817 (meters)    1636.54  (feet)  COMP
 QN0018  MODELED GRAV-     980,549.2   (mgal)                       NAVD 88
 QN0018
 QN0018  VERT ORDER  -  FIRST     CLASS II
 QN0018
 QN0018.The horizontal coordinates were scaled from a topographic map and have
 QN0018.an estimated accuracy of +/- 6 seconds.
 QN0018
 QN0018.The orthometric height was determined by differential leveling
 QN0018.and adjusted by the National Geodetic Survey in June 1991..
 QN0018
 QN0018.The geoid height was determined by GEOID03.
 QN0018
 QN0018.The dynamic height is computed by dividing the NAVD 88
 QN0018.geopotential number by the normal gravity value computed on the
 QN0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0018.degrees latitude (g = 980.6199 gals.).
 QN0018
 QN0018.The modeled gravity was interpolated from observed gravity values.
 QN0018
 QN0018;                    North         East    Units  Estimated Accuracy
 QN0018;SPC WI N     -    43,780.      593,130.      MT  (+/- 180 meters Scaled)
 QN0018
 QN0018                          SUPERSEDED SURVEY CONTROL
 QN0018
 QN0018  NGVD 29 (??/??/92)  498.827  (m)         1636.57   (f) ADJ UNCH    1 2
 QN0018
 QN0018.Superseded values are not recommended for survey control.
 QN0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0018.See file dsdata.txt to determine how the superseded data were derived.
 QN0018
 QN0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL272493(NAD 83)
 QN0018_MARKER: DS = TRIANGULATION STATION DISK
 QN0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0018_STAMPING: JORDAN 1921
 QN0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0018+STABILITY: SURFACE MOTION
 QN0018
 QN0018  HISTORY     - Date     Condition        Report By
 QN0018  HISTORY     - 1921     MONUMENTED       CGS
 QN0018  HISTORY     - 1921     GOOD             CGS
 QN0018  HISTORY     - 1934     GOOD             NGS
 QN0018  HISTORY     - 1952     GOOD             CGS
 QN0018
 QN0018                          STATION DESCRIPTION
 QN0018
 QN0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0018'STATION IS ABOUT 1-1/4 MILES E OF BRANTWOOD, ON THE EXTENSION
 QN0018'OF THE S RAIL FROM THE E, AND THE N RAIL FROM THE W, 160
 QN0018'METERS W OF MILEPOST 181, AND 6.82 METERS (22.38 FEET) N OF
 QN0018'THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY.
 QN0018'
 QN0018'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 QN0018'SET IN CONCRETE.
 QN0018
 QN0018                          STATION RECOVERY (1921)
 QN0018
 QN0018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921
 QN0018'1.5 MI E FROM BRANTWOOD.
 QN0018'1.5 MILES EAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QN0018'MARIE RAILROAD FROM BRANTWOOD, PRICE COUNTY, 175 YARDS WEST OF
 QN0018'MILEPOST 181, AT A CURVE, AT THE INTERSECTION OF THE LINES
 QN0018'DEFINED BY THE NORTH RAIL OF THE WEST TANGENT AND THE SOUTH RAIL
 QN0018'OF THE EAST TANGENT, AND 22.4 FEET NORTH OF THE NORTH RAIL.  A
 QN0018'STANDARD TRIANGULATION-STATION DISK, STAMPED JORDAN 1921 AND
 QN0018'SET IN THE TOP OF A CONCRETE POST.
 QN0018
 QN0018                          STATION RECOVERY (1934)
 QN0018
 QN0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QN0018'RECOVERED IN GOOD CONDITION.
 QN0018
 QN0018                          STATION RECOVERY (1952)
 QN0018
 QN0018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QN0018'THE STATION MARK WAS RECOVERED AS DESCRIBED.  REFERENCE
 QN0018'MARK NO. 1 HAS BEEN DESTROYED.  TWO NEW REFERENCE MARKS WERE
 QN0018'ESTALBISHED AT THIS OCCUPATION AS WELL AS A NEW STATION MARK
 QN0018'WHICH WAS SET IN THE EXACT LOCATION OF THE ORIGINAL MARK.
 QN0018'SEE JORDAN RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1194 ***********************************************************************
 OM1194  DESIGNATION -  JORDAN
 OM1194  PID         -  OM1194
 OM1194  STATE/COUNTY-  WI/ADAMS
 OM1194  USGS QUAD   -  BIG SPRING (1975)
 OM1194
 OM1194                         *CURRENT SURVEY CONTROL
 OM1194  ___________________________________________________________________
 OM1194* NAD 83(1991)-  43 44 50.91771(N)    089 37 49.37474(W)     ADJUSTED  
 OM1194* NAVD 88     -       317.     (meters)    1040.     (feet)  SCALED    
 OM1194  ___________________________________________________________________
 OM1194  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 OM1194  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 OM1194
 OM1194  HORZ ORDER  -  SECOND
 OM1194
 OM1194.The horizontal coordinates were established by classical geodetic methods
 OM1194.and adjusted by the National Geodetic Survey in November 1991..
 OM1194
 OM1194.The orthometric height was scaled from a topographic map.
 OM1194
 OM1194.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1194
 OM1194.The geoid height was determined by GEOID03.
 OM1194
 OM1194;                    North         East     Units Scale Factor Converg.
 OM1194;SPC WI S     -   194,196.221   629,769.547   MT  0.99995078   +0 15 14.3
 OM1194;SPC WI S     -   637,125.44  2,066,168.92   sFT  0.99995078   +0 15 14.3
 OM1194;UTM  16      - 4,847,189.076   288,215.721   MT  1.00015171   -1 49 10.3
 OM1194
 OM1194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1194!SPC WI S     -   0.99995588  x   0.99995078  =   0.99990667
 OM1194!UTM  16      -   0.99995588  x   1.00015171  =   1.00010759
 OM1194
 OM1194|---------------------------------------------------------------------|
 OM1194| PID    Reference Object                     Distance      Geod. Az  |
 OM1194|                                                           dddmmss.s |
 OM1194| CI9837 JORDAN RM 1                          18.129 METERS 21807     |
 OM1194| CI9836 JORDAN AZ MK                                       3050230.3 |
 OM1194| CI9838 JORDAN RM 2                          18.693 METERS 31617     |
 OM1194|---------------------------------------------------------------------|
 OM1194
 OM1194                          SUPERSEDED SURVEY CONTROL
 OM1194
 OM1194  NAD 83(1986)-  43 44 50.91264(N)    089 37 49.38097(W) AD(       ) 2
 OM1194  NAD 27      -  43 44 50.99450(N)    089 37 48.93990(W) AD(       ) 2
 OM1194
 OM1194.Superseded values are not recommended for survey control.
 OM1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1194.See file dsdata.txt to determine how the superseded data were derived.
 OM1194
 OM1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP8821647189(NAD 83)
 OM1194_MARKER: DS = TRIANGULATION STATION DISK
 OM1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1194
 OM1194  HISTORY     - Date     Condition        Report By
 OM1194  HISTORY     - 1958     MONUMENTED       CGS
 OM1194
 OM1194                          STATION DESCRIPTION
 OM1194
 OM1194'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1194'THE STATION IS ABOUT 4 MILES SOUTHWEST OF OXFORD, ABOUT 1/4
 OM1194'MILE NORTHEAST OF THE NORTHEAST EDGE OF LAKE JORDAN, JUST
 OM1194'NORTH OF THE HIGHEST POINT OF A TIMBERED HILL, AT THE NORTH
 OM1194'EDGE OF THE WOODS AND SOUTH OF A PASTURE FIELD.  IT IS ON
 OM1194'THE PROPERTY OF MR. GEORGE LLOYD.  IT IS 46 FEET SOUTH OF
 OM1194'A WIRE FENCE, 43 FEET SOUTHWEST OF A 6 INCH OAK TREE WITH A
 OM1194'TRIANGULAR BLAZE ON THE NORTH SIDE, 25 FEET EAST OF A 5 INCH
 OM1194'OAK TREE AND 3 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE
 OM1194'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED JORDAN
 OM1194'1958.
 OM1194'
 OM1194'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 82
 OM1194'AND COUNTY HIGHWAY A IN OXFORD, GO WEST ON HIGHWAY 82 FOR
 OM1194'2.3 MILE TO A CROSSROAD AND A SIGN ON THE RIGHT TO FOX LAKE.
 OM1194'TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 0.85 MILE TO
 OM1194'A CROSSROAD.  CONTINUE SOUTH ON THE GRAVELED ROAD FOR 1.05
 OM1194'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON A
 OM1194'GRAVELED ROAD FOR 0.65 MILE TO A FIELD ENTRANCE ON THE LEFT
 OM1194'AND THE AZIMUTH MARK AS DESCRIBED.  TURN LEFT AND GO SOUTHEAST
 OM1194'ACROSS A PASTURE FIELD FOR 0.2 MILE TO THE TOP OF HILL AND
 OM1194'THE STATION MARK AS DESCRIBED.
 OM1194'
 OM1194'REFERENCE MARK 1 IS 22 FEET SOUTHWEST OF AN 8 INCH OAK TREE,
 OM1194'19 FEET NORTHWEST OF A 10 INCH OAK TREE AND 12 FEET EAST
 OM1194'OF A 7 INCH OAK TREE.  THE MONUMENT IS FLUSH AND THE DISK
 OM1194'IS STAMPED JORDAN NO 1 1958.
 OM1194'
 OM1194'REFERENCE MARK 2 IS 48 FEET NORTH OF AN 8 INCH OAK TREE, 1
 OM1194'FOOT SOUTH OF THE WIRE FENCE, 61 FEET NORTHWEST OF THE WHITE
 OM1194'WITNESS POST AND IS ON THE NORTHWEST SLOPE OF THE HILL.  THE
 OM1194'MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED JORDAN NO
 OM1194'2 1958.
 OM1194'
 OM1194'THE AZIMUTH MARK IS 61 FEET WEST OF THE CENTERLINE OF THE
 OM1194'FIELD ENTRANCE, 28 FEET SOUTH OF THE CENTERLINE OF A GRAVELED
 OM1194'ROAD, 8 INCHES SOUTH OF A WIRE FENCE AND 2 FEET SOUTHEAST
 OM1194'OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK
 OM1194'IS STAMPED JORDAN 1958.
 OM1194'
 OM1194'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5209 ***********************************************************************
 DH5209  DESIGNATION -  JORDAN CENTER GPS
 DH5209  PID         -  DH5209
 DH5209  STATE/COUNTY-  WI/GREEN
 DH5209  USGS QUAD   -  ARGYLE (1962)
 DH5209
 DH5209                         *CURRENT SURVEY CONTROL
 DH5209  ___________________________________________________________________
 DH5209* NAD 83(1997)-  42 40 20.22436(N)    089 47 26.25617(W)     ADJUSTED  
 DH5209* NAVD 88     -                                                        
 DH5209  ___________________________________________________________________
 DH5209  X           -      17,163.662 (meters)                     COMP
 DH5209  Y           -  -4,696,879.229 (meters)                     COMP
 DH5209  Z           -   4,300,994.294 (meters)                     COMP
 DH5209  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 DH5209  ELLIP HEIGHT-         278.67  (meters)          (08/01/05) GPS OBS
 DH5209  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 DH5209
 DH5209  HORZ ORDER  -  FIRST
 DH5209  ELLP ORDER  -  SECOND    CLASS I
 DH5209
 DH5209.The horizontal coordinates were established by GPS observations
 DH5209.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5209
 DH5209
 DH5209.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5209
 DH5209.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5209
 DH5209.The ellipsoidal height was determined by GPS observations
 DH5209.and is referenced to NAD 83.
 DH5209
 DH5209.The geoid height was determined by GEOID03.
 DH5209
 DH5209;                    North         East     Units Scale Factor Converg.
 DH5209;SPC WI S     -    74,706.956   617,163.155   MT  1.00001287   +0 08 37.9
 DH5209;SPC WI S     -   245,101.07  2,024,809.45   sFT  1.00001287   +0 08 37.9
 DH5209;UTM  16      - 4,728,199.721   271,328.033   MT  1.00024338   -1 53 32.3
 DH5209
 DH5209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5209!SPC WI S     -   0.99995630  x   1.00001287  =   0.99996917
 DH5209!UTM  16      -   0.99995630  x   1.00024338  =   1.00019967
 DH5209
 DH5209                          SUPERSEDED SURVEY CONTROL
 DH5209
 DH5209.No superseded survey control is available for this station.
 DH5209
 DH5209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7132828200(NAD 83)
 DH5209_MARKER: DD = SURVEY DISK
 DH5209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5209_STAMPING: JORDAN CENTER GPS 2004
 DH5209_MARK LOGO: WIDT  
 DH5209_PROJECTION: FLUSH
 DH5209_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5209+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5209
 DH5209  HISTORY     - Date     Condition        Report By
 DH5209  HISTORY     - 2003     MONUMENTED       WIDT
 DH5209
 DH5209                          STATION DESCRIPTION
 DH5209
 DH5209'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5209'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH5209'STATION FOM THE  EASTERN  JUNCTION OF STATE HIGHWAY 78 WITH STATE
 DH5209'HIGHWAY 81 AT THE INTERSECTION OF  STATE STREET WITH MILWAUKEE STREET
 DH5209'IN THE VILLAGE OF ARGYLE, GO SOUTH, THEN SOUTHEAST  ON STATE HIGHWAY
 DH5209'81 (STATE STREET) FOR 4.5 MI TO MCGRATH LANE ON THE RIGHT, CONTINUE
 DH5209'SOUTHEAST ON STATE HIGHWAY 81 FOR 0.3 MI TO THE STATION ON THE LEFT.
 DH5209'THE STATION IS A  BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH5209'GEODETIC SURVEY CONTROL STATION DISK  SET IN THE TOP OF A 41-CM
 DH5209'DIAMETER CONCRETE POST ABOUT 4 M ABOVE THE HIGHWAY PAVEMENT.   THE
 DH5209'STATION IS 23.3 M NORTH-NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY
 DH5209'81, 0.1 MI  NORTHWEST OF COUNTY HIGHWAY M, 1.4 M SOUTHWEST OF A FENCE,
 DH5209'1.0 M SOUTHWEST OF AN  ORANGE 4X4 PLASTIC WITNESS POST, 1.0 M EAST OF
 DH5209'AN ORANGE 4X4 PLASTIC WITNESS POST, AND  1.0 M NORTHWEST OF AN ORANGE
 DH5209'4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO  VISIBLE
 DH5209'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5208 ***********************************************************************
 DH5208  DESIGNATION -  JORDAN E GPS
 DH5208  PID         -  DH5208
 DH5208  STATE/COUNTY-  WI/GREEN
 DH5208  USGS QUAD   -  ARGYLE (1962)
 DH5208
 DH5208                         *CURRENT SURVEY CONTROL
 DH5208  ___________________________________________________________________
 DH5208* NAD 83(1997)-  42 38 22.01511(N)    089 45 50.62211(W)     ADJUSTED  
 DH5208* NAVD 88     -                                                        
 DH5208  ___________________________________________________________________
 DH5208  X           -      19,351.525 (meters)                     COMP
 DH5208  Y           -  -4,699,340.494 (meters)                     COMP
 DH5208  Z           -   4,298,309.789 (meters)                     COMP
 DH5208  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 DH5208  ELLIP HEIGHT-         276.01  (meters)          (08/01/05) GPS OBS
 DH5208  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 DH5208
 DH5208  HORZ ORDER  -  FIRST
 DH5208  ELLP ORDER  -  SECOND    CLASS I
 DH5208
 DH5208.The horizontal coordinates were established by GPS observations
 DH5208.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5208
 DH5208
 DH5208.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5208
 DH5208.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5208
 DH5208.The ellipsoidal height was determined by GPS observations
 DH5208.and is referenced to NAD 83.
 DH5208
 DH5208.The geoid height was determined by GEOID03.
 DH5208
 DH5208;                    North         East     Units Scale Factor Converg.
 DH5208;SPC WI S     -    71,065.115   619,351.109   MT  1.00002025   +0 09 43.6
 DH5208;SPC WI S     -   233,152.80  2,031,987.76   sFT  1.00002025   +0 09 43.6
 DH5208;UTM  16      - 4,724,481.635   273,385.696   MT  1.00023186   -1 52 23.2
 DH5208
 DH5208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5208!SPC WI S     -   0.99995672  x   1.00002025  =   0.99997696
 DH5208!UTM  16      -   0.99995672  x   1.00023186  =   1.00018857
 DH5208
 DH5208                          SUPERSEDED SURVEY CONTROL
 DH5208
 DH5208.No superseded survey control is available for this station.
 DH5208
 DH5208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7338624482(NAD 83)
 DH5208_MARKER: DD = SURVEY DISK
 DH5208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5208_STAMPING: JORDAN E GPS 2004
 DH5208_MARK LOGO: WIDT  
 DH5208_PROJECTION: FLUSH
 DH5208_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5208+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5208
 DH5208  HISTORY     - Date     Condition        Report By
 DH5208  HISTORY     - 2003     MONUMENTED       WIDT
 DH5208
 DH5208                          STATION DESCRIPTION
 DH5208
 DH5208'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5208'OWNERSHIP--TOWN OF JORDAN.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5208'COUNTY HIGHWAY  J WITH STATE HIGHWAY 81 ABOUT 3 MI NORTHWEST OF THE
 DH5208'CITY OF MONROE, GO WESTERLY ON  STATE HIGHWAY 81 FOR 4.1 MI TO
 DH5208'KLONDIKE ROAD ON THE LEFT, TURN LEFT AND GO SOUTH ON  KLONDIKE ROAD
 DH5208'FOR 1.0 MI TO LOOP ROAD ON THE RIGHT, TURN RIGHT AND GO EAST, THEN
 DH5208'SOUTH  ON LOOP ROAD FOR 0.55 MI TO THE STATION ON THE LEFT.  THE
 DH5208'STATION IS A BRONZE WISCONSIN  DEPARTMENT OF TRANSPORTATION GEODETIC
 DH5208'SURVEY CONTROL STATION DISK SET IN THE TOP OF A  42-CM DIAMETER
 DH5208'CONCRETE POST ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 6.0
 DH5208'M  EAST OF THE CENTERLINE OF LOOP ROAD, 2 M WEST OF A CULTIVATED
 DH5208'FIELD, 1.0 M EAST OF AN  ORANGE 4X4 PLASTIC WITNESS POST, 1.0 M
 DH5208'SOUTH-SOUTHWEST OF AN ORANGE 4X4 PLASTIC  WITNESS POST, AND 1.0 M
 DH5208'NORTH-NORTHEAST OF AN ORANGE4X4 PLASTIC WITNESS POST.   ---NOTE---THIS
 DH5208'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DH5208'ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0405 ***********************************************************************
 QN0405  DESIGNATION -  JORDAN RESET
 QN0405  PID         -  QN0405
 QN0405  STATE/COUNTY-  WI/PRICE
 QN0405  USGS QUAD   -  BRANTWOOD (1979)
 QN0405
 QN0405                         *CURRENT SURVEY CONTROL
 QN0405  ___________________________________________________________________
 QN0405* NAD 83(1991)-  45 33 38.29238(N)    090 05 17.11681(W)     ADJUSTED  
 QN0405* NAVD 88     -       499.008  (meters)    1637.16   (feet)  ADJUSTED  
 QN0405  ___________________________________________________________________
 QN0405  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 QN0405  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 QN0405  DYNAMIC HT  -         498.983 (meters)    1637.08  (feet)  COMP
 QN0405  MODELED GRAV-     980,549.2   (mgal)                       NAVD 88
 QN0405
 QN0405  HORZ ORDER  -  FIRST
 QN0405  VERT ORDER  -  FIRST     CLASS II
 QN0405
 QN0405.The horizontal coordinates were established by classical geodetic methods
 QN0405.and adjusted by the National Geodetic Survey in November 1991..
 QN0405
 QN0405.The orthometric height was determined by differential leveling
 QN0405.and adjusted by the National Geodetic Survey in June 1991..
 QN0405
 QN0405.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0405
 QN0405.The geoid height was determined by GEOID03.
 QN0405
 QN0405.The dynamic height is computed by dividing the NAVD 88
 QN0405.geopotential number by the normal gravity value computed on the
 QN0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0405.degrees latitude (g = 980.6199 gals.).
 QN0405
 QN0405.The modeled gravity was interpolated from observed gravity values.
 QN0405
 QN0405;                    North         East     Units Scale Factor Converg.
 QN0405;SPC WI N     -    43,791.181   593,122.600   MT  1.00000110   -0 03 48.8
 QN0405;SPC WI N     -   143,671.57  1,945,936.40   sFT  1.00000110   -0 03 48.8
 QN0405;SPC WI C     -   191,948.581   593,122.524   MT  1.00001211   -0 03 43.8
 QN0405;SPC WI C     -   629,751.30  1,945,936.15   sFT  1.00001211   -0 03 43.8
 QN0405;UTM  15      - 5,049,358.008   727,252.250   MT  1.00023498   +2 04 47.9
 QN0405
 QN0405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0405!SPC WI N     -   0.99992660  x   1.00000110  =   0.99992769
 QN0405!SPC WI C     -   0.99992660  x   1.00001211  =   0.99993870
 QN0405!UTM  15      -   0.99992660  x   1.00023498  =   1.00016156
 QN0405
 QN0405|---------------------------------------------------------------------|
 QN0405| PID    Reference Object                     Distance      Geod. Az  |
 QN0405|                                                           dddmmss.s |
 QN0405| CJ5148 JORDAN RM 2                           7.420 METERS 06632     |
 QN0405| QN0453 MAXWELL RM 2                        APPROX. 2.0 KM 1094807.0 |
 QN0405| CJ5147 JORDAN RM                            20.790 METERS 26813     |
 QN0405| CJ5149 JORDAN RM 3                           7.390 METERS 32035     |
 QN0405|---------------------------------------------------------------------|
 QN0405
 QN0405                          SUPERSEDED SURVEY CONTROL
 QN0405
 QN0405  NAD 83(1986)-  45 33 38.28812(N)    090 05 17.11229(W) AD(       ) 1
 QN0405
 QN0405.Superseded values are not recommended for survey control.
 QN0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0405.See file dsdata.txt to determine how the superseded data were derived.
 QN0405
 QN0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL2725249358(NAD 83)
 QN0405_MARKER: DS = TRIANGULATION STATION DISK
 QN0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0405_SP_SET: CONCRETE POST
 QN0405_STAMPING: JORDAN 1921 1952
 QN0405_MARK LOGO: CGS   
 QN0405_PROJECTION: PROJECTING 10 CENTIMETERS
 QN0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0405+STABILITY: SURFACE MOTION
 QN0405
 QN0405  HISTORY     - Date     Condition        Report By
 QN0405  HISTORY     - 1952     MONUMENTED       CGS
 QN0405  HISTORY     - 1985     GOOD             NGS
 QN0405  HISTORY     - 20041012 MARK NOT FOUND   WIDT
 QN0405
 QN0405                          STATION DESCRIPTION
 QN0405
 QN0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QN0405'THE STATION MARK WAS RECOVERED AS DESCRIBED.  REFERENCE
 QN0405'MARK NO. 1 HAS BEEN DESTROYED.  TWO NEW REFERENCE MARKS WERE
 QN0405'ESTALBISHED AT THIS OCCUPATION AS WELL AS A NEW STATION MARK
 QN0405'WHICH WAS SET IN THE EXACT LOCATION OF THE ORIGINAL MARK.
 QN0405'
 QN0405'A COMPLETE NEW DESCRIPTION FOLLOWS--
 QN0405'
 QN0405'THE STATION IS LOCATED ABOUT 1-1/4 MILES EAST OF BRANTWOOD
 QN0405'AND ON THE RIGHT-OF-WAY OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QN0405'MARIE RAILROAD.  THE MARK IS 24 FEET SOUTH OF A FENCELINE,
 QN0405'23.5 FEET NORTH OF THE NORTH RAIL.  THE MARK IS SET FLUSH
 QN0405'AND IS STAMPED JORDAN 1921 1952.
 QN0405'
 QN0405'TO REACH THE STATION FROM THE POST OFFICE IN TRIPOLI, GO WEST
 QN0405'ON U.S. HIGHWAY 8 FOR 6 MILES TO A STATE GRADE SCHOOL AND
 QN0405'COUNTY ROAD D ON THE RIGHT, TURN RIGHT, NORTH, AND GO FOR 0.7 MILE
 QN0405'ON COUNTY ROAD D TO BRANTWOOD AND CROSSROADS, TURN RIGHT, EAST,
 QN0405'AND GO FOR 1.25 MILES TO END OF TRUCK TRAVEL.  THE STATION
 QN0405'IS SOUTH ACROSS A SMALL FIELD AS DESCRIBED.
 QN0405'
 QN0405'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 QN0405'POST SET FLUSH.  IT IS 37 FEET NORTH OF THE NORTH
 QN0405'RAIL, 10 FEET SOUTH OF A FENCELINE.  THE MARK IS SET FLUSH
 QN0405'AND IS STAMPED JORDAN NO 2 1921.
 QN0405'
 QN0405'REFERENCE MARK NO. 3 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 QN0405'POST 37.5 FEET NORTH OF THE NORTH RAIL OF THE
 QN0405'RAILROAD, 9 FEET SOUTH OF A FENCELINE.  THE MARK IS SET
 QN0405'FLUSH AND IS STAMPED JORDAN NO 3 1921.
 QN0405
 QN0405                          STATION RECOVERY (1985)
 QN0405
 QN0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QN0405'17.2 KM (10.7 MI) EAST FROM PRENTICE.
 QN0405'16.3 KM (10.1 MI) EASTERLY ALONG U.S. HIGHWAY 8 FROM ITS JUNCTION WITH
 QN0405'COUNTY ROAD A IN PRENTICE, THENCE 0.6 KM (0.35 MI) NORTH ALONG EAST
 QN0405'BRANCH ROAD, THENCE 0.3 KM (0.2 MI) NORTHWEST ALONG THE SOO LINE
 QN0405'RAILROAD, 7.3 M (24.0 FT) SOUTH OF A FENCE, AND 7.2 M (23.6 FT) NORTH
 QN0405'OF THE NEAR RAIL.  NOTE--THE POST HAS BEEN HIT AND IS LEANING ABOUT 20
 QN0405'DEGREES, BUT IT IS SOLID IN PLACE.
 QN0405'THE MARK IS 0.6 METERS  S FROM  A WITNESS POST
 QN0405'THE MARK IS 1.8 M BELOW THE TRACKS.
 QN0405
 QN0405                          STATION RECOVERY (2004)
 QN0405
 QN0405'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0405'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5210 ***********************************************************************
 DH5210  DESIGNATION -  JORDAN W GPS
 DH5210  PID         -  DH5210
 DH5210  STATE/COUNTY-  WI/GREEN
 DH5210  USGS QUAD   -  ARGYLE (1962)
 DH5210
 DH5210                         *CURRENT SURVEY CONTROL
 DH5210  ___________________________________________________________________
 DH5210* NAD 83(1997)-  42 37 50.83786(N)    089 49 04.07645(W)     ADJUSTED  
 DH5210* NAVD 88     -                                                        
 DH5210  ___________________________________________________________________
 DH5210  X           -      14,946.101 (meters)                     COMP
 DH5210  Y           -  -4,700,005.458 (meters)                     COMP
 DH5210  Z           -   4,297,599.462 (meters)                     COMP
 DH5210  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 DH5210  ELLIP HEIGHT-         272.26  (meters)          (08/01/05) GPS OBS
 DH5210  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 DH5210
 DH5210  HORZ ORDER  -  FIRST
 DH5210  ELLP ORDER  -  SECOND    CLASS I
 DH5210
 DH5210.The horizontal coordinates were established by GPS observations
 DH5210.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5210
 DH5210
 DH5210.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5210
 DH5210.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5210
 DH5210.The ellipsoidal height was determined by GPS observations
 DH5210.and is referenced to NAD 83.
 DH5210
 DH5210.The geoid height was determined by GEOID03.
 DH5210
 DH5210;                    North         East     Units Scale Factor Converg.
 DH5210;SPC WI S     -    70,092.006   614,945.810   MT  1.00002225   +0 07 30.7
 DH5210;SPC WI S     -   229,960.19  2,017,534.71   sFT  1.00002225   +0 07 30.7
 DH5210;UTM  16      - 4,723,665.378   268,947.632   MT  1.00025685   -1 54 33.3
 DH5210
 DH5210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5210!SPC WI S     -   0.99995730  x   1.00002225  =   0.99997955
 DH5210!UTM  16      -   0.99995730  x   1.00025685  =   1.00021414
 DH5210
 DH5210                          SUPERSEDED SURVEY CONTROL
 DH5210
 DH5210.No superseded survey control is available for this station.
 DH5210
 DH5210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN6894823665(NAD 83)
 DH5210_MARKER: DD = SURVEY DISK
 DH5210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5210_STAMPING: JORDAN W GPS 2004
 DH5210_MARK LOGO: WIDT  
 DH5210_PROJECTION: FLUSH
 DH5210_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5210+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5210
 DH5210  HISTORY     - Date     Condition        Report By
 DH5210  HISTORY     - 2003     MONUMENTED       WIDT
 DH5210
 DH5210                          STATION DESCRIPTION
 DH5210
 DH5210'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5210'OWNERSHIP--TOWN OF JORDAN.  TO REACH THE STATION FROM THE EASTERN
 DH5210'JUNCTION OF STATE  HIGHWAY 78 WITH STATE HIGHWAY 81 AT THE
 DH5210'INTERSECTION OF STATE STREET WITH MILWAUKEE  STREET IN THE VILLAGE OF
 DH5210'ARGYLE, GO SOUTH THEN EAST ON STATE HIGHWAY 81 (STATE STREET)  FOR 2.6
 DH5210'MI TO TROTTER ROAD ON THE RIGHT, TURN RIGHT AND GO WEST ON TROTTER
 DH5210'ROAD FOR 0.1  MI TO DUNCAN HILL ROAD ON THE LEFT, TURN LEFT AND GO
 DH5210'SOUTH ON DUNCAN HILL ROAD FOR 3.1  MI TO COUNTY HIGHWAY Y CONTINUE
 DH5210'SOUTH ON DUNCAN HILL ROAD FOR 0.8 MI TO THE STATION ON  THE LEFT.  THE
 DH5210'STATION IS 5.8 M EAST OF THE CENTERLINE OF DUNCAN HILL ROAD, 27.9 M
 DH5210'NORTH-NORTHEAST OF POWERPOLE --2-6-19 52/20--, 17 M NORTH OF A FIELD
 DH5210'ENTRANCE, AND 1.0 M  WEST, SOUTH-SOUTHEAST, AND NORTH-NORTHEAST OF
 DH5210'THREE ORANGE 4X4 PLASTIC WITNESS  POSTS.  ---NOTE---THIS STATION HAS
 DH5210'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15  DEGREES ABOVE THE
 DH5210'HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9752 ***********************************************************************
 DF9752  DESIGNATION -  JUDA GPS
 DF9752  PID         -  DF9752
 DF9752  STATE/COUNTY-  WI/GREEN
 DF9752  USGS QUAD   -  BRODHEAD WEST (1982)
 DF9752
 DF9752                         *CURRENT SURVEY CONTROL
 DF9752  ___________________________________________________________________
 DF9752* NAD 83(1997)-  42 32 45.73769(N)    089 28 28.70920(W)     ADJUSTED  
 DF9752* NAVD 88     -       292.395  (meters)     959.30   (feet)  ADJUSTED  
 DF9752  ___________________________________________________________________
 DF9752  X           -      43,153.404 (meters)                     COMP
 DF9752  Y           -  -4,706,192.760 (meters)                     COMP
 DF9752  Z           -   4,290,658.858 (meters)                     COMP
 DF9752  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 DF9752  ELLIP HEIGHT-         258.83  (meters)          (04/02/04) GPS OBS
 DF9752  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 DF9752  DYNAMIC HT  -         292.301 (meters)     958.99  (feet)  COMP
 DF9752  MODELED GRAV-     980,293.3   (mgal)                       NAVD 88
 DF9752
 DF9752  HORZ ORDER  -  FIRST
 DF9752  VERT ORDER  -  SECOND    CLASS I
 DF9752  ELLP ORDER  -  FOURTH    CLASS I
 DF9752
 DF9752.The horizontal coordinates were established by GPS observations
 DF9752.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DF9752
 DF9752.The orthometric height was determined by differential leveling
 DF9752.and adjusted by the National Geodetic Survey in February 2004..
 DF9752.No vertical observational check was made to the station.
 DF9752
 DF9752.Photographs are available for this station.
 DF9752
 DF9752.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9752
 DF9752.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9752
 DF9752.The ellipsoidal height was determined by GPS observations
 DF9752.and is referenced to NAD 83.
 DF9752
 DF9752.The geoid height was determined by GEOID03.
 DF9752
 DF9752.The dynamic height is computed by dividing the NAVD 88
 DF9752.geopotential number by the normal gravity value computed on the
 DF9752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9752.degrees latitude (g = 980.6199 gals.).
 DF9752
 DF9752.The modeled gravity was interpolated from observed gravity values.
 DF9752
 DF9752;                    North         East     Units Scale Factor Converg.
 DF9752;SPC WI S     -    60,796.876   643,153.831   MT  1.00004302   +0 21 39.5
 DF9752;SPC WI S     -   199,464.42  2,110,080.53   sFT  1.00004302   +0 21 39.5
 DF9752;UTM  16      - 4,713,373.118   296,812.001   MT  1.00010797   -1 40 26.0
 DF9752
 DF9752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9752!SPC WI S     -   0.99995941  x   1.00004302  =   1.00000243
 DF9752!UTM  16      -   0.99995941  x   1.00010797  =   1.00006737
 DF9752
 DF9752                          SUPERSEDED SURVEY CONTROL
 DF9752
 DF9752  NAVD 88 (04/02/04)  292.39   (m)          959.3    (f) LEVELING    3  
 DF9752
 DF9752.Superseded values are not recommended for survey control.
 DF9752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9752.See file dsdata.txt to determine how the superseded data were derived.
 DF9752
 DF9752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9681213373(NAD 83)
 DF9752_MARKER: DD = SURVEY DISK
 DF9752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9752_STAMPING: JUDA GPS 2002
 DF9752_MARK LOGO: WIDT  
 DF9752_PROJECTION: FLUSH
 DF9752_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9752+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2004
 DF9752
 DF9752  HISTORY     - Date     Condition        Report By
 DF9752  HISTORY     - 2001     MONUMENTED       WIDT
 DF9752  HISTORY     - 20040413 GOOD             USPSQD
 DF9752
 DF9752                          STATION DESCRIPTION
 DF9752
 DF9752'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9752'THE STATION IS LOCATED ABOUT 15 KM SOUTHEAST OF MONROE, 11 KM
 DF9752'SOUTHWEST OF BRODHEAD AND 7 KM SOUTH-SOUTHEAST OF JUDA.
 DF9752'OWNERSHIP--TOWNSHIP OF SPRING GROVE. TO REACH THE STATION FROM THE
 DF9752'JUNCTION OF STATE HIGHWAY 11 WITH STATE HIGHWAY 81, ABOUT 3 KM
 DF9752'SOUTHWEST OF THE CITY OF BRODHEAD, GO SOUTHWEST THEN WEST ON STATE
 DF9752'HIGHWAY 11 FOR 2.3 KM TO COUNTY HIGHWAY G ON THE LEFT, TURN LEFT AND
 DF9752'GO SOUTH ON COUNTY HIGHWAY G FOR 4.8 KM TO TOWN CENTER ROAD, TURN
 DF9752'RIGHT AND GO WEST ON TOWN CENTER ROAD FOR 4.0 KM TO COUNTY HIGHWAY
 DF9752'OK, TURN RIGHT AND GO NORTH ON COUNTY HIGHWAY OK FOR 0.8 KM TO THE
 DF9752'STATION ON THE LEFT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9752'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9752'A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD PAVEMENT.
 DF9752'THE STATION IS 9.0 M WEST OF THE CENTERLINE OF COUNTY HIGHWAY OK,
 DF9752'40.1 M NORTHWEST OF POWER POLE --1-9-18 26/1--, 38.3 M SOUTHWEST OF
 DF9752'POWER POLE --1-9-18 26/4--, AND 1.5 M EAST OF A BARBED WIRE FENCE.
 DF9752'---NOTE---THE STATION IS EAST, SOUTHWEST AND NORTHWEST OF AN ORANGE
 DF9752'4X4 PLASTIC WITNESS POST. ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9752'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DF9752
 DF9752                          STATION RECOVERY (2004)
 DF9752
 DF9752'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9752'RECOVERED IN GOOD CONDITION.  CORRECTION-- THE STATION IS 0.08 KM (NOT
 DF9752'0.8 KM) NORTH OF TOWN CENTER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0981 ***********************************************************************
 OM0981  DESIGNATION -  JUDSON
 OM0981  PID         -  OM0981
 OM0981  STATE/COUNTY-  WI/GREEN LAKE
 OM0981  USGS QUAD   -  PRINCETON EAST (1984)
 OM0981
 OM0981                         *CURRENT SURVEY CONTROL
 OM0981  ___________________________________________________________________
 OM0981* NAD 83(1991)-  43 49 11.74414(N)    089 01 01.54570(W)     ADJUSTED  
 OM0981* NAVD 88     -       247.     (meters)     810.     (feet)  SCALED    
 OM0981  ___________________________________________________________________
 OM0981  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 OM0981  GEOID HEIGHT-         -35.97  (meters)                     GEOID03
 OM0981
 OM0981  HORZ ORDER  -  SECOND
 OM0981
 OM0981.The horizontal coordinates were established by classical geodetic methods
 OM0981.and adjusted by the National Geodetic Survey in November 1991..
 OM0981
 OM0981.The orthometric height was scaled from a topographic map.
 OM0981
 OM0981.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0981
 OM0981.The geoid height was determined by GEOID03.
 OM0981
 OM0981;                    North         East     Units Scale Factor Converg.
 OM0981;SPC WI S     -   202,645.855   679,067.970   MT  0.99995921   +0 40 31.3
 OM0981;SPC WI S     -   664,847.28  2,227,908.83   sFT  0.99995921   +0 40 31.3
 OM0981;UTM  16      - 4,853,850.455   337,791.379   MT  0.99992363   -1 23 48.9
 OM0981
 OM0981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0981!SPC WI S     -   0.99996691  x   0.99995921  =   0.99992613
 OM0981!UTM  16      -   0.99996691  x   0.99992363  =   0.99989055
 OM0981
 OM0981:                Primary Azimuth Mark                     Grid Az
 OM0981:SPC WI S     -  JUDSON AZ MK                             048 56 11.8
 OM0981:UTM  16      -  JUDSON AZ MK                             051 00 32.0
 OM0981
 OM0981|---------------------------------------------------------------------|
 OM0981| PID    Reference Object                     Distance      Geod. Az  |
 OM0981|                                                           dddmmss.s |
 OM0981| CI9839 JUDSON AZ MK                                       0493643.1 |
 OM0981| CI9841 JUDSON RM 2                           4.724 METERS 23749     |
 OM0981| CI9840 JUDSON RM 1                           3.372 METERS 35852     |
 OM0981|---------------------------------------------------------------------|
 OM0981
 OM0981                          SUPERSEDED SURVEY CONTROL
 OM0981
 OM0981  NAD 83(1986)-  43 49 11.73860(N)    089 01 01.55182(W) AD(       ) 2
 OM0981  NAD 27      -  43 49 11.81040(N)    089 01 01.14230(W) AD(       ) 2
 OM0981
 OM0981.Superseded values are not recommended for survey control.
 OM0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0981.See file dsdata.txt to determine how the superseded data were derived.
 OM0981
 OM0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP3779153850(NAD 83)
 OM0981_MARKER: DS = TRIANGULATION STATION DISK
 OM0981_SETTING: 0 = UNSPECIFIED SETTING
 OM0981_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0981+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2003
 OM0981
 OM0981  HISTORY     - Date     Condition        Report By
 OM0981  HISTORY     - 1958     MONUMENTED       CGS
 OM0981  HISTORY     - 20030813 GOOD             USPSQD
 OM0981
 OM0981                          STATION DESCRIPTION
 OM0981
 OM0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM0981'THE STATION IS IN THE OBSERVATION ROOM OF JUDSON TOWER, ON THE
 OM0981'AMERICAN BAPTIST ASSEMBLY GROUNDS AND ABOUT 3.0 MILES WEST OF
 OM0981'GREEN LAKE.  IT IS A STANDARD DISK STAMPED JUDSON 1958 SET IN
 OM0981'A DRILL HOLE IN THE CONCRETE FLOOR OF THE OBSERVATION ROOM.
 OM0981'IT IS 11.3 FEET NORTH OF THE SOUTH WALL OF THE ROOM, 8.3 FEET
 OM0981'WEST OF THE EAST WALL OF THE ROOM AND 6.2 FEET NORTHWEST OF
 OM0981'THE STAIRWAY.
 OM0981'
 OM0981'TO REACH THE AZIMUTH MARK FROM THE MAIN GATE OF THE AMERICAN
 OM0981'BAPTIST ASSEMBLY GROUNDS, GO EAST ON STATE HIGHWAY 23 FOR 1.1
 OM0981'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON A PAVED
 OM0981'ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 OM0981'
 OM0981'REFERENCE MARK 1 IS A STANDARD DISK STAMPED JUDSON NO 1 1958
 OM0981'SET IN A DRILL HOLE IN THE CONCRETE FLOOR IN THE NORTHEAST
 OM0981'CORNER OF THE OBSERVATION ROOM.  IT IS 6 INCHES SOUTH OF A
 OM0981'CONCRETE PILLAR AND 6 INCHES WEST OF A CONCRETE PILLAR.
 OM0981'
 OM0981'REFERENCE MARK 2 IS A STANDARD DISK STAMPED JUDSON NO 2 1958
 OM0981'SET IN A DRILL HOLE IN THE CONCRETE FLOOR NEAR THE SOUTHWEST
 OM0981'CORNER OF THE OBSERVATION ROOM.  IT IS 4.4 FEET NORTH-NORTHEAST
 OM0981'OF THE SOUTHWEST CORNER OF A LEDGE ON THE WEST SIDE OF THE ROOM
 OM0981'AND 2 FEET EAST OF THE WEST WALL OF THE ROOM.
 OM0981'
 OM0981'THE AZIMUTH MARK IS 29 FEET SOUTH OF POWER POLE 45, 26 FEET
 OM0981'WEST OF THE CENTERLINE OF A PAVED ROAD, 2 FEET NORTH OF A
 OM0981'WHITE WITNESS POST, 1 FOOT SOUTHEAST OF A T-FENCE CORNER AND 1
 OM0981'FOOT EAST OF A WIRE FENCE.  THE MONUMENT PROJECTS 3 INCHES AND
 OM0981'THE DISK IS STAMPED JUDSON 1958.
 OM0981'
 OM0981'NOTE--NO MEASUREMENT WAS TAKEN BETWEEN R.M. 1 AND R.M. 2 BECAUSE
 OM0981'OF CONCRETE PILLARS BETWEEN THE TWO.
 OM0981'
 OM0981'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OM0981
 OM0981                          STATION RECOVERY (2003)
 OM0981
 OM0981'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0981'THE STATION WAS NOT OBSERVED, BUT THE OPERATIONS DIRECTOR ASSURES THAT
 OM0981'THE MARKS ARE PRESENT IN THE OBSERVATION ROOM OF JUDSON TOWER.
 OM0981'THE PROPERTY IS NOW CALLED THE GREEN LAKE CONFERENCE CENTER AND
 OM0981'LAWSONIA GOLF COURSE.  THE TOWER ENTRANCE IS LOCKED BUT A KEY CAN BE
 OM0981'OBTAINED FROM THE GROUNDS ADMINISTRATION OFFICE/RESERVATION DESK.
 OM0981'TO REACH THE TOWER FROM THE MAIN GATE, PROCEED 0.5 MILE ON LAWSON
 OM0981'DRIVE TO PROSPECT ROAD.  TURN RIGHT ON PROSPECT ROAD FOR 0.4 MILE TO
 OM0981'AISLE OF PINES ROAD ON THE RIGHT.  CONTINUE ON PROSPECT ROAD FOR 0.3
 OM0981'MILE TO THE END OF THE ROAD AND THE JUDSON TOWER.  FIRE NUMBER--
 OM0981'N5250.
 OM0981'TO REACH THE ADMINISTRATION OFFICE/REGISTRATION DESK AND A KEY FOR THE
 OM0981'TOWER, FROM THE MAIN GATE, PROCEED FOR 0.5 MILE ON LAWSON DRIVE TO
 OM0981'PROSPECT ROAD AND THE TURN TO THE TOWER.  CONTINUE AHEAD ON RAWSON
 OM0981'DRIVE FOR 1 MILE, PAST A MARINA ON THE LEFT, TO THE ADMINISTRATION
 OM0981'BUILDING AT THE END OF THE ROAD.
 OM0981'THE OPERATIONS DIRECTOR IS BRAD CARROLL.  TELEPHONE 1-800-558-8898
 OM0981'EXT. 7384.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0305 ***********************************************************************
 RM0305  DESIGNATION -  JUDY
 RM0305  PID         -  RM0305
 RM0305  STATE/COUNTY-  WI/WASHBURN
 RM0305  USGS QUAD   -  CHITTAMO (1971)
 RM0305
 RM0305                         *CURRENT SURVEY CONTROL
 RM0305  ___________________________________________________________________
 RM0305* NAD 83(1991)-  46 09 38.31609(N)    091 44 24.18771(W)     ADJUSTED  
 RM0305* NAVD 88     -       328.325  (meters)    1077.18   (feet)  POSTED    
 RM0305  ___________________________________________________________________
 RM0305  LAPLACE CORR-          -6.37  (seconds)                    DEFLEC99
 RM0305  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 RM0305  DYNAMIC HT  -         328.360 (meters)    1077.29  (feet)  COMP
 RM0305  MODELED GRAV-     980,698.5   (mgal)                       NAVD 88
 RM0305
 RM0305  HORZ ORDER  -  FIRST
 RM0305  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RM0305
 RM0305.The horizontal coordinates were established by classical geodetic methods
 RM0305.and adjusted by the National Geodetic Survey in March 1999..
 RM0305
 RM0305.The orthometric height was determined by differential leveling
 RM0305.and adjusted by the National Geodetic Survey in 1992..
 RM0305.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RM0305.rate of 0.0 thru 1.0 mm/km.
 RM0305
 RM0305.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0305
 RM0305.The geoid height was determined by GEOID03.
 RM0305
 RM0305.The dynamic height is computed by dividing the NAVD 88
 RM0305.geopotential number by the normal gravity value computed on the
 RM0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0305.degrees latitude (g = 980.6199 gals.).
 RM0305
 RM0305.The modeled gravity was interpolated from observed gravity values.
 RM0305
 RM0305;                    North         East     Units Scale Factor Converg.
 RM0305;SPC WI N     -   111,946.925   465,618.526   MT  0.99994535   -1 15 18.8
 RM0305;SPC WI N     -   367,279.20  1,527,616.78   sFT  0.99994535   -1 15 18.8
 RM0305;UTM  15      - 5,112,667.855   597,277.649   MT  0.99971633   +0 54 31.9
 RM0305
 RM0305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0305!SPC WI N     -   0.99995280  x   0.99994535  =   0.99989815
 RM0305!UTM  15      -   0.99995280  x   0.99971633  =   0.99966914
 RM0305
 RM0305:                Primary Azimuth Mark                     Grid Az
 RM0305:SPC WI N     -  CHITTAMO                                 154 29 07.9
 RM0305:UTM  15      -  CHITTAMO                                 152 19 17.2
 RM0305
 RM0305|---------------------------------------------------------------------|
 RM0305| PID    Reference Object                     Distance      Geod. Az  |
 RM0305|                                                           dddmmss.s |
 RM0305| RM0306 CHITTAMO                            APPROX. 4.0 KM 1531349.1 |
 RM0305|---------------------------------------------------------------------|
 RM0305
 RM0305                          SUPERSEDED SURVEY CONTROL
 RM0305
 RM0305  NAD 83(1991)-  46 09 38.31506(N)    091 44 24.18628(W) AD(       ) 1
 RM0305  NAD 83(1986)-  46 09 38.30985(N)    091 44 24.18583(W) AD(       ) 1
 RM0305  NAD 27      -  46 09 38.52900(N)    091 44 23.50600(W) AD(       ) 1
 RM0305  NGVD 29 (??/??/92)  328.375  (m)         1077.34   (f) ADJ UNCH    1 2
 RM0305
 RM0305.Superseded values are not recommended for survey control.
 RM0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0305.See file dsdata.txt to determine how the superseded data were derived.
 RM0305
 RM0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM9727812668(NAD 83)
 RM0305_MARKER: DS = TRIANGULATION STATION DISK
 RM0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RM0305
 RM0305  HISTORY     - Date     Condition        Report By
 RM0305  HISTORY     - 1921     MONUMENTED       CGS
 RM0305  HISTORY     - 1922     GOOD             NGS
 RM0305  HISTORY     - 1934     GOOD             NGS
 RM0305
 RM0305                          STATION DESCRIPTION
 RM0305
 RM0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 RM0305'STATION IS LOCATED ABOUT 7-3/4 MILES S OF GORDON, ON THE W SIDE
 RM0305'OF THE TRACK OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 RM0305'RAILWAY, 1/4 MILE N OF MILEPOST 414.  IT IS AT THE FIRST
 RM0305'CURVE N OF CHITTAMO, BUT NOT ON THE EXTENSION OF EITHER RAIL.
 RM0305'IT IS 300 METERS N OF RAILROAD CULVERT K414A, 7.85 METERS
 RM0305'(25.76 FEET) W OF W RAIL.
 RM0305'
 RM0305'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 RM0305'DISKS SET IN CONCRETE.
 RM0305'
 RM0305'REFERENCE MARK IS JUST E OF FENCE LINE ON SAME SIDE OF THE TRACK.
 RM0305
 RM0305                          STATION RECOVERY (1922)
 RM0305
 RM0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 RM0305'4.7 MI SE FROM GORDON.
 RM0305'STATION IS LOCATED ABOUT 7 3/4 MILES SOUTH OF GORDON, ON THE WEST
 RM0305'SIDE OF THE TRACK OF THE M.ST.P. AND S.STE. MARIE RY.  1/4 MILE
 RM0305'NORTH OF MILEPOST 414.  IT IS AT THE FIRST CURVE NORTH OF CHITTAMO,
 RM0305'BUT NOT ON THE EXTENSION OF EITHER RAIL.  IT IS 300 M. NORTH OF
 RM0305'RR CULVERT K414 A, 7.85 M. (25.76 FT.) WEST OF WEST RAIL.
 RM0305
 RM0305                          STATION RECOVERY (1934)
 RM0305
 RM0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 RM0305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON1126 ***********************************************************************
 ON1126  DESIGNATION -  JUG
 ON1126  PID         -  ON1126
 ON1126  STATE/COUNTY-  WI/VERNON
 ON1126  USGS QUAD   -  WEST LIMA (1983)
 ON1126
 ON1126                         *CURRENT SURVEY CONTROL
 ON1126  ___________________________________________________________________
 ON1126* NAD 83(1991)-  43 36 13.35183(N)    090 32 04.14049(W)     ADJUSTED  
 ON1126* NAVD 88     -       402.     (meters)    1319.     (feet)  SCALED    
 ON1126  ___________________________________________________________________
 ON1126  LAPLACE CORR-          -5.53  (seconds)                    DEFLEC99
 ON1126  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 ON1126
 ON1126  HORZ ORDER  -  SECOND
 ON1126
 ON1126.The horizontal coordinates were established by classical geodetic methods
 ON1126.and adjusted by the National Geodetic Survey in March 1999..
 ON1126
 ON1126.The orthometric height was scaled from a topographic map.
 ON1126
 ON1126.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1126
 ON1126.The geoid height was determined by GEOID03.
 ON1126
 ON1126;                    North         East     Units Scale Factor Converg.
 ON1126;SPC WI S     -   178,295.915   556,849.749   MT  0.99993878   -0 22 02.1
 ON1126;SPC WI S     -   584,959.18  1,826,931.22   sFT  0.99993878   -0 22 02.1
 ON1126;UTM  15      - 4,830,812.790   698,984.623   MT  1.00008705   +1 42 03.4
 ON1126
 ON1126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1126!SPC WI S     -   0.99994226  x   0.99993878  =   0.99988104
 ON1126!UTM  15      -   0.99994226  x   1.00008705  =   1.00002930
 ON1126
 ON1126|---------------------------------------------------------------------|
 ON1126| PID    Reference Object                     Distance      Geod. Az  |
 ON1126|                                                           dddmmss.s |
 ON1126| CI9843 JUG RM 1                             23.724 METERS 06651     |
 ON1126| CI9842 JUG AZ MK                                          2565142.5 |
 ON1126| CI9844 JUG RM 2                             19.694 METERS 32757     |
 ON1126|---------------------------------------------------------------------|
 ON1126
 ON1126                          SUPERSEDED SURVEY CONTROL
 ON1126
 ON1126  NAD 83(1991)-  43 36 13.35138(N)    090 32 04.14300(W) AD(       ) 2
 ON1126  NAD 83(1986)-  43 36 13.34291(N)    090 32 04.14177(W) AD(       ) 2
 ON1126  NAD 27      -  43 36 13.43810(N)    090 32 03.66560(W) AD(       ) 2
 ON1126
 ON1126.Superseded values are not recommended for survey control.
 ON1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1126.See file dsdata.txt to determine how the superseded data were derived.
 ON1126
 ON1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9898530813(NAD 83)
 ON1126_MARKER: DS = TRIANGULATION STATION DISK
 ON1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1126
 ON1126  HISTORY     - Date     Condition        Report By
 ON1126  HISTORY     - 1958     MONUMENTED       CGS
 ON1126  HISTORY     - 1962     GOOD             USGS
 ON1126
 ON1126                          STATION DESCRIPTION
 ON1126
 ON1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 ON1126'THE STATION IS ABOUT 7.5 MILES NORTHWEST OF YUBA, ABOUT 9 MILES
 ON1126'SOUTHWEST OF MOUNT TABOR, ON THE PROPERTY OF MR. WILLIAM
 ON1126'STEINMETZ WHO LIVES ABOUT 275 FEET SOUTHEAST OF THE STATION.
 ON1126'IT IS IN THE NORTHEAST 1/4 OF SEC. 18, T. 13 N., R. 1 W.,
 ON1126'106 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A BARN, 69 FEET
 ON1126'WEST OF THE CENTERLINE OF A GRAVELED ROAD, 28 FEET EAST OF A
 ON1126'FENCE CORNER, 8 FEET EAST OF A WHITE WITNESS POST AND IS
 ON1126'SET AT THE SOUTH EDGE OF A BARNYARD.  THE MONUMENT PROJECTS
 ON1126'2 INCHES AND THE DISK IS STAMPED JUG 1958.
 ON1126'
 ON1126'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 82 AND 33
 ON1126'ABOUT 3 MILES WEST OF HILLSBORO, GO SOUTHWESTERLY ON STATE
 ON1126'HIGHWAY 82 FOR 4.3 MILES TO ST. JOHNS CATHOLIC CHURCH ON
 ON1126'THE LEFT.  CONTINUE SOUTHWESTERLY ON HIGHWAY 82 FOR 3.9
 ON1126'MILES TO A SIDE ROAD RIGHT AT THE TOP OF A RIDGE.  TURN RIGHT
 ON1126'AND GO NORTH AND WEST ON A GRAVELED ROAD FOR 1.65 MILES TO
 ON1126'A SIDE ROAD RIGHT AND MR. STEINMETZ HOME IN THE NORTHEAST
 ON1126'ANGLE.
 ON1126'
 ON1126'TURN RIGHT AND GO NORTH FOR ABOUT 250 FEET TO THE STATION ON
 ON1126'THE LEFT.
 ON1126'
 ON1126'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO WESTERLY ON
 ON1126'A GRAVELED ROAD FOR 0.55 MILE TO THE AZIMUTH MARK ON THE
 ON1126'LEFT.
 ON1126'
 ON1126'REFERENCE MARK 1 IN 25 FEET NORTH OF A FENCE CORNER, 18 FEET
 ON1126'WEST OF THE CENTERLINE OF THE GRAVELED ROAD, 12 FEET EAST OF
 ON1126'A POWER POLE AND IS SET IN A NORTH-SOUTH FENCE LINE.  THE
 ON1126'MONUMENT IS FLUSH AND THE DISK IS STAMPED JUG NO 1 1958.
 ON1126'
 ON1126'REFERENCE MARK 2 IS 55 FEET NORTH OF THE FENCE CORNER, 37 FEET
 ON1126'SOUTH OF THE SOUTHWEST CORNER OF THE BARN, 6 INCHES EAST OF
 ON1126'A FENCE LINE AND IS SET AT THE WEST EDGE OF THE BARNYARD.
 ON1126'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED JUG NO 2 1958.
 ON1126'
 ON1126'THE AZIMUTH MARK IS 22 FEET SOUTHEAST OF THE CENTERLINE OF A
 ON1126'GRAVELED ROAD, 1 FOOT SOUTHWEST OF A WIRE FENCE AND 1.6 FEET
 ON1126'NORTHWEST OF A WHITE WITNESS POST.  THE MONUMENT PROJECTS
 ON1126'4 INCHES AND THE DISK IS STAMPED JUG 1958.
 ON1126'
 ON1126'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 ON1126
 ON1126                          STATION RECOVERY (1962)
 ON1126
 ON1126'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 ON1126'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0660 ***********************************************************************
 QM0660  DESIGNATION -  JULIA
 QM0660  PID         -  QM0660
 QM0660  STATE/COUNTY-  WI/FOREST
 QM0660  USGS QUAD   -  JULIA LAKE (1980)
 QM0660
 QM0660                         *CURRENT SURVEY CONTROL
 QM0660  ___________________________________________________________________
 QM0660* NAD 83(1991)-  45 48 47.93172(N)    089 01 41.67497(W)     ADJUSTED  
 QM0660* NAVD 88     -       532.     (meters)    1745.     (feet)  SCALED    
 QM0660  ___________________________________________________________________
 QM0660  LAPLACE CORR-          -4.10  (seconds)                    DEFLEC99
 QM0660  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 QM0660
 QM0660  HORZ ORDER  -  FIRST
 QM0660
 QM0660.The horizontal coordinates were established by classical geodetic methods
 QM0660.and adjusted by the National Geodetic Survey in November 1991..
 QM0660
 QM0660.The orthometric height was scaled from a topographic map.
 QM0660
 QM0660.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0660
 QM0660.The geoid height was determined by GEOID03.
 QM0660
 QM0660;                    North         East     Units Scale Factor Converg.
 QM0660;SPC WI N     -    72,332.750   675,523.682   MT  0.99996438   +0 42 03.6
 QM0660;SPC WI N     -   237,311.70  2,216,280.61   sFT  0.99996438   +0 42 03.6
 QM0660;UTM  16      - 5,075,306.174   342,421.995   MT  0.99990527   -1 27 16.9
 QM0660
 QM0660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0660!SPC WI N     -   0.99992167  x   0.99996438  =   0.99988606
 QM0660!UTM  16      -   0.99992167  x   0.99990527  =   0.99982695
 QM0660
 QM0660|---------------------------------------------------------------------|
 QM0660| PID    Reference Object                     Distance      Geod. Az  |
 QM0660|                                                           dddmmss.s |
 QM0660| CJ5151 JULIA RM 1                           29.152 METERS 07328     |
 QM0660| QM0661 LAKE JULIA LOOKOUT TOWER             11.667 METERS 11042     |
 QM0660| CJ5152 JULIA RM 2                           26.382 METERS 18213     |
 QM0660| CJ5150 JULIA AZ MK                                        2750209.9 |
 QM0660|---------------------------------------------------------------------|
 QM0660
 QM0660                          SUPERSEDED SURVEY CONTROL
 QM0660
 QM0660  NAD 83(1986)-  45 48 47.92616(N)    089 01 41.67271(W) AD(       ) 1
 QM0660  NAD 27      -  45 48 48.07500(N)    089 01 41.22500(W) AD(       ) 1
 QM0660
 QM0660.Superseded values are not recommended for survey control.
 QM0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0660.See file dsdata.txt to determine how the superseded data were derived.
 QM0660
 QM0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR4242275306(NAD 83)
 QM0660_MARKER: DS = TRIANGULATION STATION DISK
 QM0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0660
 QM0660  HISTORY     - Date     Condition        Report By
 QM0660  HISTORY     - 1940     MONUMENTED       CGS
 QM0660
 QM0660                          STATION DESCRIPTION
 QM0660
 QM0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 QM0660'STATION IS SEVEN MILES EAST OF THREE LAKES, 12 MILES SOUTHEAST
 QM0660'OF EAGLE RIVER, 8 MILES NORTH OF HILES, IN SOUTHWEST QUARTER
 QM0660'OF SEC. 32, T. 39 N., R. 12 E., IN NICOLET NATIONAL FOREST.
 QM0660'
 QM0660'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QM0660'BRONZE DISKS SET IN CONCRETE.
 QM0660'
 QM0660'TO REACH FROM THREE LAKES, GO EAST ON STATE HIGHWAY 32 FOR 5.0
 QM0660'MILES AND TURN LEFT, (NORTH) OFF HIGHWAY AT NORTH END OF
 QM0660'VIRGIN LAKE, GO 1.45 MILES AND TURN RIGHT (EAST) ON SAND ROAD,
 QM0660'GO 1.85 MILES TO AZIMUTH MARK ON NORTH SIDE OF ROAD, CONTINUE
 QM0660'0.2 MILE, AND TURN RIGHT, SOUTH GO 0.25 MILE UP HILL TO LOOKOUT
 QM0660'TOWER AND STATION.
 QM0660'
 QM0660'STATION MARK IS ON WEST SLOPE OF SMALL KNOB, HIGHEST PART
 QM0660'OCCUPIED BY U.S. FOREST SERVICE LOOKOUT TOWER, JULIA, 23.9
 QM0660'FEET WEST OF NORTHWEST LEG OF TOWER, 34.7 FEET NORTHWEST OF
 QM0660'SOUTHWEST LEG, 71.5 FEET NORTHEAST OF NORTHEAST CORNER OF
 QM0660'HOUSE, 19 FEET NORTHEAST OF CENTER LINE OF ROAD, STAMPED JULIA
 QM0660'1940, SET FLUSH WITH GROUND.
 QM0660'
 QM0660'REFERENCE MARK NO. 1 IS 3 FEET LOWER THAN STATION, 32 FEET
 QM0660'NORTHEAST OF CENTER LINE OF ROAD WHICH CIRCLES LOOKOUT TOWER,
 QM0660'STAMPED JULIA NO. 1 1940, PROJECTS 4 INCHES.
 QM0660'
 QM0660'REFERENCE MARK NO. 2 IS ONE FOOT LOWER THAN STATION, AT NORTHWEST
 QM0660'CORNER OF GARAGE, STAMPED JULIA NO. 2 1940, PROJECTS 4 INCHES.
 QM0660'
 QM0660'AZIMUTH MARK IS 0.25 MILE WEST OF STATION, 21 FEET NORTHWEST
 QM0660'OF CENTER LINE OF ROAD, 8 FEET NORTHWEST OF TOP OF BACK SLOPE,
 QM0660'13-1/2 FEET WEST OF TELEPHONE POLE, STAMPED JULIA 1940, PROJECTS
 QM0660'4 INCHES.  MARK NOT VISIBLE FROM GROUND, 30-FOOT TRIPOD NEEDED
 QM0660'AT STATION TO SEE AZIMUTH MARK.
 QM0660'
 QM0660'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0595 ***********************************************************************
 QN0595  CBN         -  This is a Cooperative Base Network Control Station.
 QN0595  DESIGNATION -  JUMP RIVER GPS
 QN0595  PID         -  QN0595
 QN0595  STATE/COUNTY-  WI/TAYLOR
 QN0595  USGS QUAD   -  JUMP RIVER (1971)
 QN0595
 QN0595                         *CURRENT SURVEY CONTROL
 QN0595  ___________________________________________________________________
 QN0595* NAD 83(1997)-  45 21 11.69444(N)    090 48 48.61034(W)     ADJUSTED  
 QN0595* NAVD 88     -       367.4    (meters)    1205.     (feet)  GPS OBS   
 QN0595  ___________________________________________________________________
 QN0595  X           -     -63,747.991 (meters)                     COMP
 QN0595  Y           -  -4,489,529.836 (meters)                     COMP
 QN0595  Z           -   4,515,262.205 (meters)                     COMP
 QN0595  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 QN0595  ELLIP HEIGHT-         336.92  (meters)          (04/28/99) GPS OBS
 QN0595  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 QN0595
 QN0595  HORZ ORDER  -  A
 QN0595  ELLP ORDER  -  THIRD     CLASS I
 QN0595
 QN0595.The horizontal coordinates were established by GPS observations
 QN0595.and adjusted by the National Geodetic Survey in April 1999..
 QN0595
 QN0595.The orthometric height was determined by GPS observations and a
 QN0595.high-resolution geoid model.
 QN0595
 QN0595.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QN0595
 QN0595.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0595
 QN0595.The ellipsoidal height was determined by GPS observations
 QN0595.and is referenced to NAD 83.
 QN0595
 QN0595.The geoid height was determined by GEOID03.
 QN0595
 QN0595;                    North         East     Units Scale Factor Converg.
 QN0595;SPC WI C     -   169,215.033   536,255.866   MT  0.99997535   -0 34 26.4
 QN0595;SPC WI C     -   555,166.32  1,759,366.12   sFT  0.99997535   -0 34 26.4
 QN0595;UTM  15      - 5,024,518.569   671,266.772   MT  0.99996066   +1 33 21.5
 QN0595
 QN0595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0595!SPC WI C     -   0.99994718  x   0.99997535  =   0.99992253
 QN0595!UTM  15      -   0.99994718  x   0.99996066  =   0.99990784
 QN0595
 QN0595                          SUPERSEDED SURVEY CONTROL
 QN0595
 QN0595  NAD 83(1991)-  45 21 11.69368(N)    090 48 48.60878(W) AD(       ) B
 QN0595  ELLIP H (06/11/91)  336.94   (m)                       GP(       ) 4 1
 QN0595  NGVD 29 (06/11/91)  367.3    (m)         1205.     (f) GPS OBS        
 QN0595
 QN0595.Superseded values are not recommended for survey control.
 QN0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0595.See file dsdata.txt to determine how the superseded data were derived.
 QN0595
 QN0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL7126724519(NAD 83)
 QN0595_MARKER: DH = HORIZONTAL CONTROL DISK
 QN0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0595_SP_SET: CONCRETE POST
 QN0595_STAMPING: JUMP RIVER GPS 1989
 QN0595_MARK LOGO: NGS   
 QN0595_PROJECTION: FLUSH
 QN0595_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QN0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0595+STABILITY: SURFACE MOTION
 QN0595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QN0595+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2004
 QN0595
 QN0595  HISTORY     - Date     Condition        Report By
 QN0595  HISTORY     - 1989     MONUMENTED       WIHD
 QN0595  HISTORY     - 19900709 GOOD
 QN0595  HISTORY     - 19900806 GOOD
 QN0595  HISTORY     - 19971021 GOOD             WIHD
 QN0595  HISTORY     - 20040717 GOOD             INDIV
 QN0595
 QN0595                          STATION DESCRIPTION
 QN0595
 QN0595'DESCRIBED BY WI HIGHWAY DEPT 1989
 QN0595'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) WEST OF JUMP RIVER,
 QN0595'10.49 KM (6.50 MI) NORTH OF HANNIBAL, 0.40 KM (0.25 MI) EAST OF STATE
 QN0595'HIGHWAY 194.   OWNERSHIP--STATE HIGHWAY R.O.W.
 QN0595'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 73 AND COUNTY ROAD MM IN
 QN0595'JUMP RIVER, GO WEST FOR 1.37 KM (0.85 MI) ON STATE HIGHWAY 73 TO THE
 QN0595'STATION ON THE RIGHT.
 QN0595'THE STATION IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED --JUMP
 QN0595'RIVER GPS 1989--, SET INTO THE TOP OF A 40 CM DIAMETER CONCRETE
 QN0595'MONUMENT SET FLUSH WITH THE GROUND.  LOCATED 16.76 M (55.0 FT) NORTH
 QN0595'FROM THE CENTER-LINE OF STATE HIGHWAY 73, 21.33 M (70.0 FT) WEST
 QN0595'NORTHWEST FROM THE JCT. OF STATE HIGHWAY 194 ROAD SIGN, 0.61 M
 QN0595'(2.0 FT) SOUTH FROM A CARSONITE WITNESS POST, 42.97 M (141.0 FT) EAST
 QN0595'FROM A LONE CEDAR TREE ON THE TOP BANK OF THE DITCH NORTH R.O.W.
 QN0595
 QN0595                          STATION RECOVERY (1990)
 QN0595
 QN0595'RECOVERED 1990
 QN0595'RECOVERED IN GOOD CONDITION.
 QN0595
 QN0595                          STATION RECOVERY (1990)
 QN0595
 QN0595'RECOVERED 1990
 QN0595'RECOVERED IN GOOD CONDITION.
 QN0595
 QN0595                          STATION RECOVERY (1997)
 QN0595
 QN0595'RECOVERY NOTE BY WI HIGHWAY DEPT 1997 (CSM)
 QN0595'THE STATION IS LOCATED ABOUT 51.5 KM (32.00 MI) NORTHEAST OF EAU
 QN0595'CLAIRE, 25.75 KM (16.00 MI) EAST-SOUTHEAST OF LADYSMITH, AND 1.2 KM
 QN0595'(0.75 MI) WEST OF JUMP RIVER ON THE TOP OF A BACKSLOPE ON THE NORTH
 QN0595'RIGHT-OF-WAY OF STATE HIGHWAY 73.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 QN0595'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 73
 QN0595'AND COUNTY HIGHWAY D EAST OF THE COMMUNITY OF JUMP RIVER, GO WEST 0.8
 QN0595'KM (0.50 MI) ON HIGHWAY 73 TO THE JUNCTION WITH COUNTY HIGHWAY MM IN
 QN0595'JUMP RIVER, CONTINUE WEST 0.48 KM (0.30 MI) ON HIGHWAY 73 (HIGH
 QN0595'STREET) TO THE JUNCTION WITH BRIDGE STREET, CONTINUE WEST 0.73 KM
 QN0595'(0.45 MI) ON HIGHWAY 73 TO THE STATION ON THE RIGHT.  THE STATION IS A
 QN0595'BRONZE NGS HORIZONTAL CONTROL MARK DISK SET IN THE TOP OF A 40-CM
 QN0595'(16-INCH) DIAMETER, 6-FOOT-DEEP CONCRETE POST FLUSH WITH THE GROUND
 QN0595'AND 1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 16.6 M
 QN0595'(54.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 75.8 M (248.7 FT)
 QN0595'WEST-NORTHWEST OF POWER POLE NUMBER 1 2-45 A20, 75.5 M (247.7 FT)
 QN0595'WEST-NORTHWEST OF A YELLOW STEEL RIGHT-OF-WAY POST, 73.8 M (242.1 FT)
 QN0595'WEST-NORTHWEST OF A 20-CM (8-INCH) SQUARE WOODEN CORNER FENCE POST,
 QN0595'48.3 M (158.5 FT) NORTHEAST OF A POWER POLE, 45.0 M (147.6 FT) EAST OF
 QN0595'A 20-CM (8-INCH) DIAMETER 9 M (29.5 FT) TALL TAMARACK, 1.38 M (4.53
 QN0595'FT) EAST OF A WHITE PLASTIC WITNESS POST, AND 1.4 M (4.6 FT) WEST OF A
 QN0595'WHITE PLASTIC WITNESS POST.
 QN0595
 QN0595                          STATION RECOVERY (2004)
 QN0595
 QN0595'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (LEK)
 QN0595'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0089 ***********************************************************************
 PO0089  DESIGNATION -  JUNCTION
 PO0089  PID         -  PO0089
 PO0089  STATE/COUNTY-  WI/WOOD
 PO0089  USGS QUAD   -  QUAIL POINT FLOWAGE (1984)
 PO0089
 PO0089                         *CURRENT SURVEY CONTROL
 PO0089  ___________________________________________________________________
 PO0089* NAD 83(1991)-  44 17 49.29984(N)    090 07 30.99009(W)     ADJUSTED  
 PO0089* NAVD 88     -       297.813  (meters)     977.07   (feet)  ADJUSTED  
 PO0089  ___________________________________________________________________
 PO0089  LAPLACE CORR-          -4.40  (seconds)                    DEFLEC99
 PO0089  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 PO0089  DYNAMIC HT  -         297.758 (meters)     976.89  (feet)  COMP
 PO0089  MODELED GRAV-     980,426.0   (mgal)                       NAVD 88
 PO0089
 PO0089  HORZ ORDER  -  FIRST
 PO0089  VERT ORDER  -  FIRST     CLASS II
 PO0089
 PO0089.The horizontal coordinates were established by classical geodetic methods
 PO0089.and adjusted by the National Geodetic Survey in November 1991..
 PO0089
 PO0089.The orthometric height was determined by differential leveling
 PO0089.and adjusted by the National Geodetic Survey in June 1991..
 PO0089
 PO0089.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0089
 PO0089.The geoid height was determined by GEOID03.
 PO0089
 PO0089.The dynamic height is computed by dividing the NAVD 88
 PO0089.geopotential number by the normal gravity value computed on the
 PO0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0089.degrees latitude (g = 980.6199 gals.).
 PO0089
 PO0089.The modeled gravity was interpolated from observed gravity values.
 PO0089
 PO0089;                    North         East     Units Scale Factor Converg.
 PO0089;SPC WI C     -    51,532.629   590,002.519   MT  0.99999144   -0 05 18.2
 PO0089;SPC WI C     -   169,069.97  1,935,699.93   sFT  0.99999144   -0 05 18.2
 PO0089;SPC WI S     -   255,199.494   590,001.884   MT  1.00005495   -0 05 09.9
 PO0089;SPC WI S     -   837,267.01  1,935,697.85   sFT  1.00005495   -0 05 09.9
 PO0089;UTM  15      - 4,908,883.465   729,328.081   MT  1.00024683   +2 00 30.7
 PO0089
 PO0089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0089!SPC WI C     -   0.99995874  x   0.99999144  =   0.99995019
 PO0089!SPC WI S     -   0.99995874  x   1.00005495  =   1.00001369
 PO0089!UTM  15      -   0.99995874  x   1.00024683  =   1.00020556
 PO0089
 PO0089                          SUPERSEDED SURVEY CONTROL
 PO0089
 PO0089  NAD 83(1986)-  44 17 49.29773(N)    090 07 31.00023(W) AD(       ) 1
 PO0089  NAD 27      -  44 17 49.42888(N)    090 07 30.49460(W) AD(       ) 1
 PO0089  NGVD 29 (??/??/92)  297.834  (m)          977.14   (f) ADJ UNCH    1 2
 PO0089
 PO0089.Superseded values are not recommended for survey control.
 PO0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0089.See file dsdata.txt to determine how the superseded data were derived.
 PO0089
 PO0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK2932808883(NAD 83)
 PO0089_MARKER: DE = TRAVERSE STATION DISK
 PO0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PO0089
 PO0089  HISTORY     - Date     Condition        Report By
 PO0089  HISTORY     - 1926     MONUMENTED       CGS
 PO0089  HISTORY     - 1930     GOOD             CGS
 PO0089  HISTORY     - 1930     GOOD             NGS
 PO0089  HISTORY     - 1935     GOOD             CGS
 PO0089  HISTORY     - 1935     MARK NOT FOUND   NGS
 PO0089  HISTORY     - 1955     SEE DESCRIPTION  USGS
 PO0089  HISTORY     - 1985     MARK NOT FOUND   NGS
 PO0089
 PO0089                          STATION DESCRIPTION
 PO0089
 PO0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PO0089'STATION IS LOCATED ABOUT 7/8 MILE W OF BABCOCK AT JUNCTION
 PO0089'SWITCH, 335 METERS W OF CROSSING OF COUNTY TRUCK D.  ON EXTENSION
 PO0089'OF E RAIL FROM THE S AND ABOUT 190 METERS FROM POINT OF CURVATURE.
 PO0089'ABOUT 35 FEET N OF THE N RAIL OF THE LINE TO MATHER.
 PO0089'
 PO0089'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN
 PO0089'CONCRETE POSTS.
 PO0089
 PO0089                          STATION RECOVERY (1930)
 PO0089
 PO0089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PO0089'STATION MARK FOUND AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 PO0089'ADEQUATE.
 PO0089
 PO0089                          STATION RECOVERY (1930)
 PO0089
 PO0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1930
 PO0089'0.9 MI W FROM BABCOCK.
 PO0089'STATION IS LOCATED ABOUT 7/8 MILE W OF BABCOCK, 33 FEET
 PO0089'(MEASURED ON TRACK) W OF CENTER LINE OF COUNTY TRUNK HIGHWAY
 PO0089'D, ON THE EXTENSION OF E RAIL FROM THE S, 67.8 FEET N OF N RAIL,
 PO0089'4 FEET S OF RIGHT-OF-WAY FENCE.  TRAVERS DISK
 PO0089
 PO0089                          STATION RECOVERY (1935)
 PO0089
 PO0089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (TRB)
 PO0089'THERE IS NOT JUNCTION AT THIS POINT ANY MORE.  CHANGE
 PO0089'DESCRIPTION TO READ AS FOLLOWS--STATION IS LOCATED ABOUT
 PO0089'7/8 MILE W OF BABCOCK, 33 FEET (MEASURED ON TRACK) W OF
 PO0089'CENTER LINE OF COUNTY TRUNK HIGHWAY D, ON THE EXTENSION OF
 PO0089'E RAIL FROM THE S, 67.6 FEET N OF N RAIL, 4 FEET S OF
 PO0089'RIGHT-OF-WAY FENCE.
 PO0089
 PO0089                          STATION RECOVERY (1935)
 PO0089
 PO0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 PO0089'MARK NOT FOUND.
 PO0089
 PO0089                          STATION RECOVERY (1955)
 PO0089
 PO0089'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 PO0089'POST WAS FOUND CRUSHED WITH THE TABLET MISSING.  REMOVED TOP
 PO0089'OF POST AND DUG FOR SUBSURFACE MARK BUT COULT NOT FIND ONE.
 PO0089
 PO0089                          STATION RECOVERY (1985)
 PO0089
 PO0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PO0089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1188 ***********************************************************************
 PN1188  DESIGNATION -  JUNCTION CITY MUN TANK
 PN1188  PID         -  PN1188
 PN1188  STATE/COUNTY-  WI/PORTAGE
 PN1188  USGS QUAD   -  JUNCTION CITY (1970)
 PN1188
 PN1188                         *CURRENT SURVEY CONTROL
 PN1188  ___________________________________________________________________
 PN1188* NAD 83(1991)-  44 35 31.71583(N)    089 45 36.48526(W)     ADJUSTED  
 PN1188* NAVD 88     -                                                        
 PN1188  ___________________________________________________________________
 PN1188  LAPLACE CORR-          -8.13  (seconds)                    DEFLEC99
 PN1188  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 PN1188
 PN1188  HORZ ORDER  -  THIRD
 PN1188
 PN1188.The horizontal coordinates were established by classical geodetic methods
 PN1188.and adjusted by the National Geodetic Survey in November 1991..
 PN1188
 PN1188
 PN1188.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1188
 PN1188.The geoid height was determined by GEOID03.
 PN1188
 PN1188;                    North         East     Units Scale Factor Converg.
 PN1188;SPC WI C     -    84,345.575   619,045.381   MT  0.99995293   +0 10 09.3
 PN1188;SPC WI C     -   276,723.77  2,030,984.72   sFT  0.99995293   +0 10 09.3
 PN1188;UTM  16      - 4,941,350.454   280,920.045   MT  1.00019027   -1 56 18.7
 PN1188
 PN1188                          SUPERSEDED SURVEY CONTROL
 PN1188
 PN1188  NAD 83(1986)-  44 35 31.71353(N)    089 45 36.49114(W) AD(       ) 4
 PN1188  NAD 27      -  44 35 31.83286(N)    089 45 36.04826(W) AD(       ) 3
 PN1188
 PN1188.Superseded values are not recommended for survey control.
 PN1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1188.See file dsdata.txt to determine how the superseded data were derived.
 PN1188
 PN1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ8092041350(NAD 83)
 PN1188_MARKER: 51 = TANK
 PN1188_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN1188
 PN1188  HISTORY     - Date     Condition        Report By
 PN1188  HISTORY     - 1980     FIRST OBSERVED   NGS
 PN1188  HISTORY     - 20030122 GOOD             USPSQD
 PN1188  HISTORY     - 20050924 GOOD             USPSQD
 PN1188
 PN1188                          STATION DESCRIPTION
 PN1188
 PN1188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (EDW)
 PN1188'THE STATION, IS THE APEX OF VENT OF THE JUNCTION CITY MUNICIPAL
 PN1188'WATER TANK.  IT IS A ROUND TANK WITH FOUR TUBULAR STEEL LEGS,
 PN1188'AND PAINTED SILVER IN COLOR.
 PN1188'OWNERSHIP--THE TOWN OF JUNCTION CITY, WISCONSIN.
 PN1188'
 PN1188'THE STATION IS LOCATED IN JUNCTION CITY AT THE NORTHEAST ANGLE OF
 PN1188'THE INTERSECTION OF FIRST STREET AND PARK AVENUE.  IT IS 110 FEET
 PN1188'NORTH OF THE CENTER OF FIRST STREET AND 55 FEET EAST OF THE CENTER
 PN1188'OF PARK AVENUE.
 PN1188
 PN1188                          STATION RECOVERY (2003)
 PN1188
 PN1188'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN1188'RECOVERED IN GOOD CONDITION.  ADD-- IT IS PAINTED BLUE WITH JUNCTION
 PN1188'CITY PAINTED IN BLACK ON TWO SIDES.  IT IS AT THE NORTHEAST CORNER OF
 PN1188'E. FIRST STREET AND PARK AVENUE
 PN1188
 PN1188                          STATION RECOVERY (2005)
 PN1188
 PN1188'RECOVERY NOTE BY US POWER SQUADRON 2005 (DS)
 PN1188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0237 ***********************************************************************
 OM0237  DESIGNATION -  JUNEAU
 OM0237  PID         -  OM0237
 OM0237  STATE/COUNTY-  WI/DODGE
 OM0237  USGS QUAD   -  HORICON (1980)
 OM0237
 OM0237                         *CURRENT SURVEY CONTROL
 OM0237  ___________________________________________________________________
 OM0237* NAD 83(1986)-  43 24 31.     (N)    088 42 06.     (W)     SCALED    
 OM0237* NAVD 88     -       281.466  (meters)     923.44   (feet)  ADJUSTED  
 OM0237  ___________________________________________________________________
 OM0237  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 OM0237  DYNAMIC HT  -         281.397 (meters)     923.22  (feet)  COMP
 OM0237  MODELED GRAV-     980,367.8   (mgal)                       NAVD 88
 OM0237
 OM0237  VERT ORDER  -  SECOND    CLASS 0
 OM0237
 OM0237.The horizontal coordinates were scaled from a topographic map and have
 OM0237.an estimated accuracy of +/- 6 seconds.
 OM0237
 OM0237.The orthometric height was determined by differential leveling
 OM0237.and adjusted by the National Geodetic Survey in June 1991..
 OM0237
 OM0237.The geoid height was determined by GEOID03.
 OM0237
 OM0237.The dynamic height is computed by dividing the NAVD 88
 OM0237.geopotential number by the normal gravity value computed on the
 OM0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0237.degrees latitude (g = 980.6199 gals.).
 OM0237
 OM0237.The modeled gravity was interpolated from observed gravity values.
 OM0237
 OM0237;                    North         East    Units  Estimated Accuracy
 OM0237;SPC WI S     -   157,300.      705,150.      MT  (+/- 180 meters Scaled)
 OM0237
 OM0237                          SUPERSEDED SURVEY CONTROL
 OM0237
 OM0237  NGVD 29 (??/??/92)  281.512  (m)          923.59   (f) ADJ UNCH    2 0
 OM0237
 OM0237.Superseded values are not recommended for survey control.
 OM0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0237.See file dsdata.txt to determine how the superseded data were derived.
 OM0237
 OM0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP622075(NAD 83)
 OM0237_MARKER: DB = BENCH MARK DISK
 OM0237_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OM0237_SP_SET: WALL
 OM0237_STAMPING: JUNEAU-1934
 OM0237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0237
 OM0237  HISTORY     - Date     Condition        Report By
 OM0237  HISTORY     - 1934     MONUMENTED       CGS
 OM0237  HISTORY     - 20030816 MARK NOT FOUND   USPSQD
 OM0237
 OM0237                          STATION DESCRIPTION
 OM0237
 OM0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0237'AT JUNEAU.
 OM0237'AT THE DODGE COUNTY COURT HOUSE.  SET VERTICALLY IN THE SOUTH
 OM0237'WALL, 9 FEET EAST OF THE CENTER LINE OF THE SOUTH ENTRANCE, 2.5
 OM0237'FEET ABOVE THE GROUND.
 OM0237
 OM0237                          STATION RECOVERY (2003)
 OM0237
 OM0237'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0237'NOT FOUND.  THE OLD COURTHOUSE, NOW THE COUNTY ADMINISTRATION
 OM0237'BUILDING, WAS EXPANDED TO THE SOUTH IN 1996 REMOVING OR COVERING THE
 OM0237'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1215 ***********************************************************************
 OM1215  DESIGNATION -  JUNEAU
 OM1215  PID         -  OM1215
 OM1215  STATE/COUNTY-  WI/DODGE
 OM1215  USGS QUAD   -  HORICON (1980)
 OM1215
 OM1215                         *CURRENT SURVEY CONTROL
 OM1215  ___________________________________________________________________
 OM1215* NAD 83(1997)-  43 22 30.45292(N)    088 42 49.61989(W)     ADJUSTED  
 OM1215* NAVD 88     -       286.163  (meters)     938.85   (feet)  ADJUSTED  
 OM1215  ___________________________________________________________________
 OM1215  X           -     104,234.418 (meters)                     COMP
 OM1215  Y           -  -4,642,443.983 (meters)                     COMP
 OM1215  Z           -   4,358,060.305 (meters)                     COMP
 OM1215  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 OM1215  ELLIP HEIGHT-         251.25  (meters)          (04/02/04) GPS OBS
 OM1215  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 OM1215  DYNAMIC HT  -         286.094 (meters)     938.63  (feet)  COMP
 OM1215  MODELED GRAV-     980,370.0   (mgal)                       NAVD 88
 OM1215  OBS GRAVITY -     980,371.6   (mgal)                       GRAV_OBS
 OM1215
 OM1215  HORZ ORDER  -  FIRST
 OM1215  VERT ORDER  -  SECOND    CLASS I
 OM1215  ELLP ORDER  -  FOURTH    CLASS I
 OM1215
 OM1215.The horizontal coordinates were established by GPS observations
 OM1215.and adjusted by the WI DEPT OF TRANSP in April 2004..
 OM1215
 OM1215.The orthometric height was determined by differential leveling
 OM1215.and adjusted by the National Geodetic Survey in February 2004..
 OM1215
 OM1215.Photographs are available for this station.
 OM1215
 OM1215.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1215
 OM1215.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1215
 OM1215.The ellipsoidal height was determined by GPS observations
 OM1215.and is referenced to NAD 83.
 OM1215
 OM1215.The geoid height was determined by GEOID03.
 OM1215
 OM1215.The dynamic height is computed by dividing the NAVD 88
 OM1215.geopotential number by the normal gravity value computed on the
 OM1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM1215.degrees latitude (g = 980.6199 gals.).
 OM1215
 OM1215.The modeled gravity was interpolated from observed gravity values.
 OM1215.The observed gravity was obtained from relative gravimeter ties
 OM1215.to the IGSN71 gravity network.
 OM1215
 OM1215;                    North         East     Units Scale Factor Converg.
 OM1215;SPC WI S     -   153,567.049   704,227.920   MT  0.99993265   +0 53 01.5
 OM1215;SPC WI S     -   503,827.89  2,310,454.43   sFT  0.99993265   +0 53 01.5
 OM1215;UTM  16      - 4,803,899.466   361,163.922   MT  0.99983711   -1 10 37.8
 OM1215
 OM1215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1215!SPC WI S     -   0.99996060  x   0.99993265  =   0.99989325
 OM1215!UTM  16      -   0.99996060  x   0.99983711  =   0.99979772
 OM1215
 OM1215|---------------------------------------------------------------------|
 OM1215| PID    Reference Object                     Distance      Geod. Az  |
 OM1215|                                                           dddmmss.s |
 OM1215| CI9846 JUNEAU RM 1                          21.347 METERS 01223     |
 OM1215| OM0847 JUNEAU RAD STA KSD 329 MAST         APPROX. 3.8 KM 0143850.1 |
 OM1215| OM0852 JUNEAU CO HOSP WATER TANK           APPROX. 4.8 KM 0155752.1 |
 OM1215| OM0853 JUNEAU COUNTY HOSPITAL STACK        APPROX. 4.8 KM 0163531.5 |
 OM1215| CI9845 JUNEAU AZ MK                                       0170643.9 |
 OM1215| OM0849 JUNEAU DAIRY LAND COOP STACK        APPROX. 3.3 KM 0201700.2 |
 OM1215| CI9847 JUNEAU RM 2                          23.745 METERS 10510     |
 OM1215|---------------------------------------------------------------------|
 OM1215
 OM1215                          SUPERSEDED SURVEY CONTROL
 OM1215
 OM1215  NAD 83(1991)-  43 22 30.45214(N)    088 42 49.61860(W) AD(       ) 2
 OM1215  NAD 83(1986)-  43 22 30.44420(N)    088 42 49.62481(W) AD(       ) 2
 OM1215  NAD 27      -  43 22 30.46960(N)    088 42 49.25500(W) AD(       ) 2
 OM1215  NAVD 88 (04/02/04)  286.16   (m)          938.8    (f) LEVELING    3  
 OM1215
 OM1215.Superseded values are not recommended for survey control.
 OM1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1215.See file dsdata.txt to determine how the superseded data were derived.
 OM1215
 OM1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6116403899(NAD 83)
 OM1215_MARKER: DD = SURVEY DISK
 OM1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1215_SP_SET: CONCRETE POST
 OM1215_STAMPING: JUNEAU 1958
 OM1215_MARK LOGO: CGS   
 OM1215_PROJECTION: FLUSH
 OM1215_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OM1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM1215+STABILITY: SURFACE MOTION
 OM1215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1215+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2006
 OM1215
 OM1215  HISTORY     - Date     Condition        Report By
 OM1215  HISTORY     - 1958     MONUMENTED       CGS
 OM1215  HISTORY     - 1958     GOOD             CGS
 OM1215  HISTORY     - 1972     GOOD             LOCENG
 OM1215  HISTORY     - 1973     GOOD             WIDT
 OM1215  HISTORY     - 19931122 GOOD             WIDT
 OM1215  HISTORY     - 2001     GOOD             WIDT
 OM1215  HISTORY     - 20030816 GOOD             USPSQD
 OM1215  HISTORY     - 20040527 GOOD             WIDT
 OM1215  HISTORY     - 20060908 GOOD             USPSQD
 OM1215
 OM1215                          STATION DESCRIPTION
 OM1215
 OM1215'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1215'THE STATION IS ABOUT 4 MILES NORTH OF CLYMAN, ABOUT 2 MILES SOUTH
 OM1215'OF JUNEAU AND ON ROAD RIGHT-OF-WAY.  IT IS 107 FEET NORTHEAST OF
 OM1215'THE NORTHEAST CORNER OF A FRAME HOUSE, 41 FEET WEST OF THE
 OM1215'CENTERLINE OF COUNTY HIGHWAY W, 27 FEET NORTH OF A FENCE CORNER
 OM1215'AND 4 FEET NORTHEAST OF A WHITE WITNESS POST.  THE MONUMENT IS
 OM1215'FLUSH AND THE DISK IS STAMPED JUNEAU 1958.
 OM1215'
 OM1215'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 26 AND
 OM1215'COUNTY HIGHWAY W IN THE SOUTH EDGE OF JUNEAU, GO SOUTH ON
 OM1215'HIGHWAY W FOR 1.9 MILES TO THE AZIMUTH MARK ON THE LEFT.
 OM1215'CONTINUE SOUTH ON HIGHWAY W FOR 0.2 MILE TO THE STATION ON THE
 OM1215'RIGHT AS DESCRIBED.
 OM1215'
 OM1215'REFERENCE MARK 1 IS 41 FEET WEST OF THE CENTERLINE OF THE
 OM1215'HIGHWAY AND 1 FOOT EAST OF A FENCE.  THE MONUMENT IS FLUSH AND
 OM1215'THE DISK IS STAMPED JUNEAU NO 1 1958.
 OM1215'
 OM1215'REFERENCE MARK 2 IS 39 FEET EAST OF THE CENTERLINE OF THE
 OM1215'HIGHWAY, 35 FEET NORTH OF A TELEPHONE POLE AND 1 FOOT WEST OF
 OM1215'A FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 OM1215'JUNEAU NO 2 1958.
 OM1215'
 OM1215'THE AZIMUTH MARK IS 43 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 OM1215'16 FEET SOUTH OF A 10 INCH HICKORY TREE, 2 FEET SOUTH OF A
 OM1215'WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE.  THE MONUMENT
 OM1215'IS FLUSH AND THE DISK IS STAMPED JUNEAU 1958.
 OM1215'
 OM1215'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 OM1215
 OM1215                          STATION RECOVERY (1958)
 OM1215
 OM1215'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 OM1215'RECOVERED IN GOOD CONDITION.
 OM1215
 OM1215                          STATION RECOVERY (1972)
 OM1215
 OM1215'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (WS)
 OM1215'STATION RECOVERED BY STONE AND ROBINSON AND ASSOC. INC.
 OM1215'
 OM1215'JUNEAU 1934-INTACT, VERY STAPLE
 OM1215
 OM1215                          STATION RECOVERY (1973)
 OM1215
 OM1215'RECOVERY NOTE BY WI DEPT OF TRANSP 1973
 OM1215'JUNEAU 1958 RECOVERED GOOD - SET STEEL STD W/SURVEY MARKER 3 FEET
 OM1215'SO.
 OM1215'
 OM1215'JUNEAU 1958 AZ RECOVERED GOOD - SET STEEL STD W/SURVEY MARKER 3 FEET
 OM1215'NO.
 OM1215'
 OM1215'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.9 MILES SO. OF JUNEAU
 OM1215'ON C.T.H. W.
 OM1215
 OM1215                          STATION RECOVERY (1993)
 OM1215
 OM1215'RECOVERY NOTE BY WI DEPT OF TRANSP 1993
 OM1215'STATION IS PART OF GRAVITY DENSIFICATION PROJECT, LOCATED IN WIDOT
 OM1215'DODGE COUNTY GRID REFERENCE J8, ABOUT 3.5 KM (2.15 MI) SOUTH OF
 OM1215'JUNEAU, IN THE NORTHEAST CORNER OF THE SOUTHWEST 1/4 OF SECTION 33,
 OM1215'T11N, R15E, ON HIGHWAY RIGHT-OF-WAY.  CONTACT DODGE COUNTY SURVEYORS
 OM1215'OFFICE AT 414-386-3770 CONCERNING STATION COORDINATES.
 OM1215'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 26 AND
 OM1215'COUNTY TRUNK HIGHWAY W IN THE CITY OF JUNEAU, GO SOUTH ON COUNTY
 OM1215'TRUNK HIGHWAY W FOR 3.5 KM (2.15 MI) TO THE STATION ON THE RIGHT.
 OM1215'STATION IS A BRASS DISC SET IN TOP OF A 30 CM SQUARE CONCRETE MONUMENT
 OM1215'FLUSH WITH THE GROUND.  IT IS 11.9 M (39.0 FT) WEST FROM THE CENTER
 OM1215'OF COUNTY TRUNK HIGHWAY W, 32.6 M (107.0 FT) NORTHEAST FROM THE
 OM1215'NORTHEAST CORNER OF A FRAME HOUSE AND 0.6 M (2.0 FT) WEST FROM A
 OM1215'METAL WITNESS POST.
 OM1215
 OM1215                          STATION RECOVERY (2001)
 OM1215
 OM1215'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OM1215'THE STATION IS LOCATED ABOUT 19 KM NORTH OF WATERTOWN, 13 KM
 OM1215'SOUTHEAST OF BEAVER DAM, AND 3 KM SOUTH OF JUNEAU.  OWNERSHIP--DODGE
 OM1215'COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 26
 OM1215'(WEST OAK GROVE STREET) WITH STATE HIGHWAY 115 EAST (EAST OAK GROVE
 OM1215'STREET) WITH COUNTY HIGHWAY W (MAIN STREET) IN THE CITY OF JUNEAU, GO
 OM1215'SOUTH ON COUNTY HIGHWAY W (MAIN STREET) FOR 2.4 KM TO ARBOR ROAD,
 OM1215'CONTINUE SOUTH ON COUNTY HIGHWAY W (MAIN STREET) FOR 1.0 KM TO THE
 OM1215'STATION ON THE RIGHT.  THE STATION IS A BRONZE US COAST AND GEODETIC
 OM1215'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 30-CM SQUARE CONCRETE
 OM1215'POST AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 12.0
 OM1215'M WEST OF THE CENTERLINE OF COUNTY HIGHWAY W (MAIN STREET), 30.6 M
 OM1215'NORTH OF POWER POLE --40-5 8 4-0738 1--, 1.2 M NORTH-NORTHEAST OF A
 OM1215'METAL WITNESS POST, 0.8 M NORTH OF THE TOP CENTER OF TELEPHONE
 OM1215'PEDESTAL --55--, AND 0.3 M EAST OF A BARBED WIRE FENCE LINE.
 OM1215'---NOTE---THE STATION IS 0.6 M WEST OF A WHITE PLASTIC WITNESS POST.
 OM1215'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 OM1215'THAN 28 DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE SOUTHWEST
 OM1215'EXTENDING TO 28 DEGREES.
 OM1215
 OM1215                          STATION RECOVERY (2003)
 OM1215
 OM1215'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM1215'THE STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  ADD--
 OM1215'THE STATION IS ABOUT 0.5 MILE SOUTH OF ARBOR DRIVE, 4 FEET NORTH OF A
 OM1215'WHITE METAL WITNESS POST, 3 FEET SOUTH OF A 4X4 ORANGE PLASTIC WITNESS
 OM1215'POST, 1.5 FEET WEST OF A WHITE PLASTIC WITNESS POST, AND 0.8 FEET EAST
 OM1215'OF A BARBED WIRE FENCE.
 OM1215'THE AZIMUTH MARK IS 3.8 FEET SOUTH OF A WHITE METAL WITNESS POAT AND
 OM1215'1.5 FEET EAST OF A WHITE PLASTIC WITNESS POST.
 OM1215
 OM1215                          STATION RECOVERY (2004)
 OM1215
 OM1215'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 OM1215'RECOVERED AS DESCRIBED.
 OM1215
 OM1215                          STATION RECOVERY (2006)
 OM1215
 OM1215'RECOVERY NOTE BY US POWER SQUADRON 2006
 OM1215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CI9845 ***********************************************************************
 CI9845  DESIGNATION -  JUNEAU AZ MK
 CI9845  PID         -  CI9845
 CI9845  STATE/COUNTY-  WI/DODGE
 CI9845  USGS QUAD   -  HORICON (1980)
 CI9845
 CI9845                         *CURRENT SURVEY CONTROL
 CI9845  ___________________________________________________________________
 CI9845* NAD 83(1986)-  43 22 40.     (N)    088 42 44.     (W)     SCALED    
 CI9845* NAVD 88     -       283.981  (meters)     931.69   (feet)  ADJUSTED  
 CI9845  ___________________________________________________________________
 CI9845  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 CI9845  DYNAMIC HT  -         283.912 (meters)     931.47  (feet)  COMP
 CI9845  MODELED GRAV-     980,369.8   (mgal)                       NAVD 88
 CI9845
 CI9845  VERT ORDER  -  SECOND    CLASS I
 CI9845
 CI9845.The horizontal coordinates were scaled from a topographic map and have
 CI9845.an estimated accuracy of +/- 6 seconds.
 CI9845
 CI9845.The orthometric height was determined by differential leveling
 CI9845.and adjusted by the National Geodetic Survey in February 2004..
 CI9845
 CI9845.The geoid height was determined by GEOID03.
 CI9845
 CI9845.The dynamic height is computed by dividing the NAVD 88
 CI9845.geopotential number by the normal gravity value computed on the
 CI9845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CI9845.degrees latitude (g = 980.6199 gals.).
 CI9845
 CI9845.The modeled gravity was interpolated from observed gravity values.
 CI9845
 CI9845;                    North         East    Units  Estimated Accuracy
 CI9845;SPC WI S     -   153,860.      704,350.      MT  (+/- 180 meters Scaled)
 CI9845
 CI9845                          SUPERSEDED SURVEY CONTROL
 CI9845
 CI9845.No superseded survey control is available for this station.
 CI9845
 CI9845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP612041(NAD 83)
 CI9845_MARKER: DZ = AZIMUTH MARK DISK
 CI9845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CI9845_STAMPING: JUNEAU 1958
 CI9845_MARK LOGO: CGS   
 CI9845_PROJECTION: FLUSH
 CI9845_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CI9845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CI9845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CI9845+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2006
 CI9845
 CI9845  HISTORY     - Date     Condition        Report By
 CI9845  HISTORY     - 1958     MONUMENTED       CGS
 CI9845  HISTORY     - 2001     GOOD             WIDT
 CI9845  HISTORY     - 20060908 GOOD             USPSQD
 CI9845
 CI9845                          STATION DESCRIPTION
 CI9845
 CI9845'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 CI9845'THE STATION IS LOCATED ABOUT 19 KM NORTH OF WATERTOWN, 13 KM
 CI9845'SOUTHEAST OF BEAVER DAM AND 3 KM SOUTH OF JUNEAU.  OWNERSHIP--DODGE
 CI9845'COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 26
 CI9845'(WEST OAK GROVE STREET) WITH STATE HIGHWAY 115 EAST (EAST OAK GROVE
 CI9845'STREET) WITH COUNTY HIGHWAY W (MAIN STREET) IN THE CITY OF JUNEAU, GO
 CI9845'SOUTH ON COUNTY HIGHWAY W (MAIN STREET) FOR 2.4 KM TO ARBOR ROAD,
 CI9845'CONTINUE SOUTH ON COUNTY HIGHWAY W (MAIN STREET) FOR 0.7 KM TO THE
 CI9845'STATION ON THE LEFT. THE STATION IS A BRONZE US COAST AND GEODETIC
 CI9845'SURVEY AZIMUTH MARK DISK SET IN THE TOP OF A 30-CM SQUARE CONCRETE
 CI9845'POST AND ABOUT 1 M ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 12.7 M
 CI9845'EAST OF THE CENTERLINE OF COUNTY HIGHWAY W (MAIN STREET), 82 M SOUTH
 CI9845'OF A FIELD ENTRANCE, 49.2 M SOUTHEAST OF TELEPHONE PEDESTAL --51--,
 CI9845'AND 1 M WEST OF A CULTIVATED FIELD.  ---NOTE---THE STATION IS 1.1 M
 CI9845'SOUTHEAST OF A METAL WITNESS POST AND 0.5 M EAST OF A WHITE PLASTIC
 CI9845'WITNESS POST.  ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 CI9845'EXTENDING HIGHER THAN 10 DEGREES ABOVE THE HORIZON.
 CI9845
 CI9845                          STATION RECOVERY (2006)
 CI9845
 CI9845'RECOVERY NOTE BY US POWER SQUADRON 2006
 CI9845'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0852 ***********************************************************************
 OM0852  DESIGNATION -  JUNEAU CO HOSP WATER TANK
 OM0852  PID         -  OM0852
 OM0852  STATE/COUNTY-  WI/DODGE
 OM0852  USGS QUAD   -  HORICON (1980)
 OM0852
 OM0852                         *CURRENT SURVEY CONTROL
 OM0852  ___________________________________________________________________
 OM0852* NAD 83(1991)-  43 25 00.91637(N)    088 41 50.56845(W)     ADJUSTED  
 OM0852* NAVD 88     -                                                        
 OM0852  ___________________________________________________________________
 OM0852  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 OM0852  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 OM0852
 OM0852  HORZ ORDER  -  THIRD
 OM0852
 OM0852.The horizontal coordinates were established by classical geodetic methods
 OM0852.and adjusted by the National Geodetic Survey in November 1991..
 OM0852
 OM0852
 OM0852.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0852
 OM0852.The geoid height was determined by GEOID03.
 OM0852
 OM0852;                    North         East     Units Scale Factor Converg.
 OM0852;SPC WI S     -   158,230.291   705,484.506   MT  0.99993258   +0 53 42.1
 OM0852;SPC WI S     -   519,127.21  2,314,577.08   sFT  0.99993258   +0 53 42.1
 OM0852;UTM  16      - 4,808,514.039   362,587.293   MT  0.99983227   -1 10 00.5
 OM0852
 OM0852                          SUPERSEDED SURVEY CONTROL
 OM0852
 OM0852  NAD 83(1986)-  43 25 00.90828(N)    088 41 50.57457(W) AD(       ) 4
 OM0852  NAD 27      -  43 25 00.93600(N)    088 41 50.20300(W) AD(       ) 3
 OM0852
 OM0852.Superseded values are not recommended for survey control.
 OM0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0852.See file dsdata.txt to determine how the superseded data were derived.
 OM0852
 OM0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6258708514(NAD 83)
 OM0852
 OM0852  HISTORY     - Date     Condition        Report By
 OM0852  HISTORY     - 1958     MONUMENTED       CGS
 OM0852  HISTORY     - 19950819 MARK NOT FOUND   USPSQD
 OM0852  HISTORY     - 20021228 MARK NOT FOUND   USPSQD
 OM0852  HISTORY     - 20040319 MARK NOT FOUND   USPSQD
 OM0852
 OM0852                          STATION DESCRIPTION
 OM0852
 OM0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM0852'THE STATION IS THE CENTER OF THE TOP OF THE TANK.  THE TANK IS A
 OM0852'FOUR LEGGED STEEL STRUCTURE PAINTED SILVER WITH THE LEGEND
 OM0852'DODGE COUNTY HOSPITAL PAINTED IN BLACK LETTERS ON THE WEST
 OM0852'SIDE.  OVERALL HEIGHT OF THE TANK IS 90 FEET.
 OM0852'
 OM0852'THE TANK IS LOCATED IN THE NORTH EDGE OF JUNEAU ON THE GROUNDS
 OM0852'OF THE DODGE COUNTY HOSPITAL.
 OM0852
 OM0852                          STATION RECOVERY (1995)
 OM0852
 OM0852'RECOVERY NOTE BY US POWER SQUADRON 1995
 OM0852'MARK NOT FOUND.
 OM0852
 OM0852                          STATION RECOVERY (2002)
 OM0852
 OM0852'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0852'NOT FOUND. THE PROPERTY IS NOW NAMED CLEARVIEW NURSING HOME.  IT IS
 OM0852'EAST OF NORTH MAIN STREET (HIGHWAY 26) ON HOME ROAD.  IT USE TO BE
 OM0852'NEXT TO THE WASHHOUSE WHICH REMAINS.
 OM0852
 OM0852                          STATION RECOVERY (2004)
 OM0852
 OM0852'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 OM0852'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0853 ***********************************************************************
 OM0853  DESIGNATION -  JUNEAU COUNTY HOSPITAL STACK
 OM0853  PID         -  OM0853
 OM0853  STATE/COUNTY-  WI/DODGE
 OM0853  USGS QUAD   -  HORICON (1980)
 OM0853
 OM0853                         *CURRENT SURVEY CONTROL
 OM0853  ___________________________________________________________________
 OM0853* NAD 83(1991)-  43 25 00.22516(N)    088 41 48.39708(W)     ADJUSTED  
 OM0853* NAVD 88     -                                                        
 OM0853  ___________________________________________________________________
 OM0853  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 OM0853  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 OM0853
 OM0853  HORZ ORDER  -  THIRD
 OM0853
 OM0853.The horizontal coordinates were established by classical geodetic methods
 OM0853.and adjusted by the National Geodetic Survey in November 1991..
 OM0853
 OM0853
 OM0853.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0853
 OM0853.The geoid height was determined by GEOID03.
 OM0853
 OM0853;                    North         East     Units Scale Factor Converg.
 OM0853;SPC WI S     -   158,209.727   705,533.678   MT  0.99993258   +0 53 43.6
 OM0853;SPC WI S     -   519,059.75  2,314,738.41   sFT  0.99993258   +0 53 43.6
 OM0853;UTM  16      - 4,808,491.721   362,635.689   MT  0.99983211   -1 09 59.0
 OM0853
 OM0853                          SUPERSEDED SURVEY CONTROL
 OM0853
 OM0853  NAD 83(1986)-  43 25 00.21708(N)    088 41 48.40320(W) AD(       ) 4
 OM0853  NAD 27      -  43 25 00.24400(N)    088 41 48.03200(W) AD(       ) 3
 OM0853
 OM0853.Superseded values are not recommended for survey control.
 OM0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0853.See file dsdata.txt to determine how the superseded data were derived.
 OM0853
 OM0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6263608492(NAD 83)
 OM0853
 OM0853  HISTORY     - Date     Condition        Report By
 OM0853  HISTORY     - 1958     MONUMENTED       CGS
 OM0853  HISTORY     - 19950819 MARK NOT FOUND   USPSQD
 OM0853  HISTORY     - 20021228 MARK NOT FOUND   USPSQD
 OM0853  HISTORY     - 20040319 MARK NOT FOUND   USPSQD
 OM0853
 OM0853                          STATION DESCRIPTION
 OM0853
 OM0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM0853'THE STATION IS THE CENTER OF THE TOP OF THE STACK.  IT IS MADE
 OM0853'OF A RED COLORED BRICK AND HAS AN OVERALL HEIGHT OF 125 FEET.
 OM0853'
 OM0853'THE STACK IS LOCATED IN THE NORTH EDGE OF JUNEAU ON THE GROUNDS
 OM0853'OF THE DODGE COUNTY HOSPITAL.
 OM0853
 OM0853                          STATION RECOVERY (1995)
 OM0853
 OM0853'RECOVERY NOTE BY US POWER SQUADRON 1995
 OM0853'MARK NOT FOUND.
 OM0853
 OM0853                          STATION RECOVERY (2002)
 OM0853
 OM0853'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0853'NOT FOUND. THE PROPERTY IS NOW NAMED CLEARVIEW NURSING HOME.  IT IS
 OM0853'EAST OF NORTH MAIN STREET (HIGHWAY 26) ON HOME ROAD.  THE STACK WAS
 OM0853'TAKEN DOWN IN THE 1960S.
 OM0853
 OM0853                          STATION RECOVERY (2004)
 OM0853
 OM0853'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 OM0853'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0849 ***********************************************************************
 OM0849  DESIGNATION -  JUNEAU DAIRY LAND COOP STACK
 OM0849  PID         -  OM0849
 OM0849  STATE/COUNTY-  WI/DODGE
 OM0849  USGS QUAD   -  HORICON (1980)
 OM0849
 OM0849                         *CURRENT SURVEY CONTROL
 OM0849  ___________________________________________________________________
 OM0849* NAD 83(1991)-  43 24 10.25252(N)    088 41 59.03004(W)     ADJUSTED  
 OM0849* NAVD 88     -                                                        
 OM0849  ___________________________________________________________________
 OM0849  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 OM0849  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 OM0849
 OM0849  HORZ ORDER  -  THIRD
 OM0849
 OM0849.The horizontal coordinates were established by classical geodetic methods
 OM0849.and adjusted by the National Geodetic Survey in November 1991..
 OM0849
 OM0849
 OM0849.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0849
 OM0849.The geoid height was determined by GEOID03.
 OM0849
 OM0849;                    North         East     Units Scale Factor Converg.
 OM0849;SPC WI S     -   156,664.063   705,318.564   MT  0.99993255   +0 53 36.3
 OM0849;SPC WI S     -   513,988.68  2,314,032.66   sFT  0.99993255   +0 53 36.3
 OM0849;UTM  16      - 4,806,954.950   362,365.135   MT  0.99983302   -1 10 05.2
 OM0849
 OM0849                          SUPERSEDED SURVEY CONTROL
 OM0849
 OM0849  NAD 83(1986)-  43 24 10.24466(N)    088 41 59.03616(W) AD(       ) 4
 OM0849  NAD 27      -  43 24 10.27200(N)    088 41 58.66500(W) AD(       ) 3
 OM0849
 OM0849.Superseded values are not recommended for survey control.
 OM0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0849.See file dsdata.txt to determine how the superseded data were derived.
 OM0849
 OM0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6236506955(NAD 83)
 OM0849
 OM0849  HISTORY     - Date     Condition        Report By
 OM0849  HISTORY     - 1958     MONUMENTED       CGS
 OM0849  HISTORY     - 19950819 MARK NOT FOUND   USPSQD
 OM0849  HISTORY     - 20021228 MARK NOT FOUND   USPSQD
 OM0849  HISTORY     - 20040319 MARK NOT FOUND   USPSQD
 OM0849
 OM0849                          STATION DESCRIPTION
 OM0849
 OM0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM0849'THE STATION IS THE CENTER OF THE TOP OF THE STACK.  IT IS
 OM0849'A GREY COLORED CONCRETE STACK WHICH HAS AN OVERALL HEIGHT OF
 OM0849'141 FEET.
 OM0849'
 OM0849'THE STACK IS LOCATED IN THE SOUTHEAST EDGE OF JUNEAU.
 OM0849
 OM0849                          STATION RECOVERY (1995)
 OM0849
 OM0849'RECOVERY NOTE BY US POWER SQUADRON 1995
 OM0849'MARK NOT FOUND.
 OM0849
 OM0849                          STATION RECOVERY (2002)
 OM0849
 OM0849'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0849'STACK WAS NOT FOUND.  THE SITE IS NOW OPERATED BY THE SENSIENT
 OM0849'COMPANY.  IT IS EAST OF SOUTH MILL STREET AND SOUTH OF LINCOLN DRIVE
 OM0849'EXTENDED.
 OM0849
 OM0849                          STATION RECOVERY (2004)
 OM0849
 OM0849'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 OM0849'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1260 ***********************************************************************
 OM1260  FBN         -  This is a Federal Base Network Control Station.
 OM1260  PACS        -  This is a Primary Airport Control Station.
 OM1260  DESIGNATION -  JUNEAU GPS
 OM1260  PID         -  OM1260
 OM1260  STATE/COUNTY-  WI/DODGE
 OM1260  USGS QUAD   -  HORICON (1980)
 OM1260
 OM1260                         *CURRENT SURVEY CONTROL
 OM1260  ___________________________________________________________________
 OM1260* NAD 83(1997)-  43 25 59.47610(N)    088 41 42.69384(W)     ADJUSTED  
 OM1260* NAVD 88     -       285.544  (meters)     936.82   (feet)  ADJUSTED  
 OM1260  ___________________________________________________________________
 OM1260  X           -     105,639.780 (meters)                     COMP
 OM1260  Y           -  -4,637,977.804 (meters)                     COMP
 OM1260  Z           -   4,362,746.592 (meters)                     COMP
 OM1260  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 OM1260  ELLIP HEIGHT-         250.51  (meters)          (08/01/05) GPS OBS
 OM1260  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 OM1260  DYNAMIC HT  -         285.475 (meters)     936.60  (feet)  COMP
 OM1260  MODELED GRAV-     980,373.2   (mgal)                       NAVD 88
 OM1260  OBS GRAVITY -     980,376.7   (mgal)                       GRAV_OBS
 OM1260
 OM1260  HORZ ORDER  -  A
 OM1260  VERT ORDER  -  SECOND    CLASS I
 OM1260  ELLP ORDER  -  THIRD     CLASS I
 OM1260
 OM1260.This mark is at Dodge County Airport (UNU)
 OM1260
 OM1260.The horizontal coordinates were established by GPS observations
 OM1260.and adjusted by the National Geodetic Survey in April 1999..
 OM1260
 OM1260.The orthometric height was determined by differential leveling
 OM1260.and adjusted by the National Geodetic Survey in October 2000..
 OM1260
 OM1260.Photographs are available for this station.
 OM1260
 OM1260.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1260
 OM1260.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1260
 OM1260.The ellipsoidal height was determined by GPS observations
 OM1260.and is referenced to NAD 83.
 OM1260
 OM1260.The geoid height was determined by GEOID03.
 OM1260
 OM1260.The dynamic height is computed by dividing the NAVD 88
 OM1260.geopotential number by the normal gravity value computed on the
 OM1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM1260.degrees latitude (g = 980.6199 gals.).
 OM1260
 OM1260.The modeled gravity was interpolated from observed gravity values.
 OM1260.The observed gravity was obtained from relative gravimeter ties
 OM1260.to the IGSN71 gravity network.
 OM1260
 OM1260;                    North         East     Units Scale Factor Converg.
 OM1260;SPC WI S     -   160,039.953   705,633.348   MT  0.99993270   +0 53 47.5
 OM1260;SPC WI S     -   525,064.41  2,315,065.41   sFT  0.99993270   +0 53 47.5
 OM1260;UTM  16      - 4,810,316.991   362,801.130   MT  0.99983155   -1 09 56.3
 OM1260
 OM1260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1260!SPC WI S     -   0.99996072  x   0.99993270  =   0.99989342
 OM1260!UTM  16      -   0.99996072  x   0.99983155  =   0.99979227
 OM1260
 OM1260|---------------------------------------------------------------------|
 OM1260| PID    Reference Object                     Distance      Geod. Az  |
 OM1260|                                                           dddmmss.s |
 OM1260| AH5313 UNU A                               299.261 METERS 18631     |
 OM1260|---------------------------------------------------------------------|
 OM1260
 OM1260                          SUPERSEDED SURVEY CONTROL
 OM1260
 OM1260  ELLIP H (04/28/99)  250.56   (m)                       GP(       ) 3 1
 OM1260  NAD 83(1991)-  43 25 59.47578(N)    088 41 42.69199(W) AD(       ) B
 OM1260  ELLIP H (06/11/91)  250.62   (m)                       GP(       ) 4 1
 OM1260  NAVD 88 (07/06/00)  285.54   (m)          936.8    (f) LEVELING    3  
 OM1260  NGVD 29 (06/11/91)  285.6    (m)          937.     (f) GPS OBS        
 OM1260
 OM1260.Superseded values are not recommended for survey control.
 OM1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1260.See file dsdata.txt to determine how the superseded data were derived.
 OM1260
 OM1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6280110317(NAD 83)
 OM1260_MARKER: DD = SURVEY DISK
 OM1260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1260_SP_SET: CONCRETE POST
 OM1260_STAMPING: JUNEAU GPS 1989
 OM1260_MARK LOGO: NGS   
 OM1260_PROJECTION: FLUSH
 OM1260_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM1260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1260+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 OM1260
 OM1260  HISTORY     - Date     Condition        Report By
 OM1260  HISTORY     - 1989     MONUMENTED       WIDT
 OM1260  HISTORY     - 19900808 GOOD
 OM1260  HISTORY     - 19900906 GOOD
 OM1260  HISTORY     - 19931009 GOOD             WIDT
 OM1260  HISTORY     - 19971208 GOOD             NGS
 OM1260  HISTORY     - 19990713 GOOD             WIDT
 OM1260  HISTORY     - 2002     GOOD             WIDT
 OM1260  HISTORY     - 20040608 GOOD             WIDT
 OM1260  HISTORY     - 20040708 GOOD             WIDT
 OM1260  HISTORY     - 20040816 GOOD             WIDT
 OM1260  HISTORY     - 20050608 GOOD             AME
 OM1260  HISTORY     - 20060918 GOOD             USPSQD
 OM1260
 OM1260                          STATION DESCRIPTION
 OM1260
 OM1260'DESCRIBED BY WI DEPT OF TRANSP 1989
 OM1260'THE STATION IS LOCATED ABOUT 10.65 KM (6.60 MI) SOUTHWEST OF HORIZON,
 OM1260'15.66 KM (9.75 MI) SOUTHEAST OF BEAVER DAM, 2.66 KM (1.65 MI) NORTH OF
 OM1260'JUNEAU.  OWNERSHIP--JUNEAU AIRPORT PROPERTY.  AIRPORT MANAGER, TIM
 OM1260'HOLBACH, PH. 414-386-2402.
 OM1260'THE STATION IS LOCATED AT THE JUNEAU AIRPORT.  TO REACH FROM THE
 OM1260'JUNCTION OF STATE HIGHWAY 26 AND COUNTY ROAD S, IN THE TOWN OF JUNEAU,
 OM1260'GO NORTH FOR 2.66 KM (1.65 MI) ON STATE HIGHWAY 26 TO THE AIRPORT
 OM1260'SERVICE ROAD. TURN LEFT AND GO NORTH FOR 0.08 KM (0.05 MI) ON THE
 OM1260'AIRPORT SERVICE ROAD TO THE STATION ON THE LEFT.
 OM1260'THE STATION IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED--JUNEAU
 OM1260'GPS 1989--, SET INTO THE TOP OF A 40 CM DIAMETER CONCRETE MONUMENT SET
 OM1260'FLUSH WITH THE GROUND.  LOCATED 0.91 M (3.0 FT) EAST FROM A CARSONITE
 OM1260'WITNESS POST, 50.74 M (166.5 FT) WEST FROM THE CENTER-LINE OF STATE
 OM1260'HIGHWAY 26, 60.96 M (200.0 FT) SOUTH FROM THE CENTER-LINE OF THE
 OM1260'AIRPORT SERVICE ROAD, 42.76 M (140.3 FT) SOUTHWEST FROM A TELEPHONE
 OM1260'PEDESTAL.
 OM1260
 OM1260                          STATION RECOVERY (1990)
 OM1260
 OM1260'RECOVERED 1990
 OM1260'RECOVERED IN GOOD CONDITION.
 OM1260
 OM1260                          STATION RECOVERY (1990)
 OM1260
 OM1260'RECOVERED 1990
 OM1260'RECOVERED IN GOOD CONDITION.
 OM1260
 OM1260                          STATION RECOVERY (1993)
 OM1260
 OM1260'RECOVERY NOTE BY WI DEPT OF TRANSP 1993
 OM1260'STATION IS PART OF GRAVITY DENSIFICATION PROJECT, LOCATED IN WIDOT
 OM1260'DODGE COUNTY GRID REFERENCE H9, ABOUT 10.65 KM (6.60 MI) SOUTHWEST OF
 OM1260'HORICON, 15.66 KM (9.75 MI) SOUTHEAST OF BEAVER DAM, 2.66 KM
 OM1260'(1.65 MI) NORTH OF JUNEAU, NEAR THE NORTHEAST CORNER OF THE DODGE
 OM1260'COUNTY AIRPORT.  OWNERSHIP--DODGE COUNTY AIRPORT, AIRPORT MANAGER,
 OM1260'TIM HOLBACH, PHONE 414-386-2402.
 OM1260'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 26 AND COUNTY
 OM1260'TRUNK HIGHWAY S EAST IN JUNEAU, GO NORTH ON HIGHWAY 26 FOR 2.66 KM
 OM1260'(1.65 MI) TO THE AIRPORT SERVICE ROAD ON THE LEFT.  TURN LEFT, WEST
 OM1260'THEN NORTH, ON AIRPORT SERVICE ROAD FOR 0.08 KM (0.05 MI) TO THE
 OM1260'STATION ON THE LEFT BEFORE THE SHARP TURN IN THE ROAD TO THE WEST.
 OM1260'STATION IS A BRASS DISK SET IN TOP OF A 40 CM ROUND CONCRETE MONUMENT
 OM1260'FLUSH WITH THE GROUND.  IT IS 60.96 M (200.00 FT) SOUTH FROM THE
 OM1260'CENTER OF THE EAST-WEST PORTION OF THE SERVICE ROAD, 50.74 M
 OM1260'(166.47 FT) WEST FROM THE CENTER OF HIGHWAY 26, 42.76 M (140.29 FT)
 OM1260'SOUTHWEST FROM A TELEPHONE PEDESTAL AND 0.9 M (3.0 FT) EAST FROM A
 OM1260'CARSONITE WITNESS POST.
 OM1260
 OM1260                          STATION RECOVERY (1997)
 OM1260
 OM1260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 OM1260'NOTE--THIS IS THE PRIMARY AIRPORT CONTROL (PAC) STATION FOR THE
 OM1260'JUNEAU/DODGE COUNTY (UNU) AIRPORT.  THE STATION IS LOCATED ABOUT 15 KM
 OM1260'(9.30 MI) EAST OF BEAVER DAM, 3 KM (1.85 MI) NORTH OF JUNEAU AT THE
 OM1260'DODGE COUNTY AIRPORT, NEAR THE NORTHEAST CORNER OF THE AIRFIELD,
 OM1260'BETWEEN A SERVICE ROAD AND A WINDSOCK.  OWNERSHIP--DODGE COUNTY
 OM1260'AIRPORT, W5945 CTH MP, JUNEAU, WI 53039.  GENERAL MANAGER IS MICHAEL
 OM1260'C.  TEGTMEIER.  PHONE 414-386-2402.  CALL AHEAD FOR PERMISSION TO
 OM1260'OCCUPY THIS STATION AND ACCESS THROUGH THE LOCKED GATE.  TO REACH FROM
 OM1260'THE JUNCTION OF U.S.  HIGHWAY 33 AND STATE HIGHWAY 26 ABOUT 4 KM (2.50
 OM1260'MI) NORTH OF JUNEAU, GO SOUTH ON HIGHWAY 26 FOR 1.61 KM (1.00 MI) TO
 OM1260'THE PAVED AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST
 OM1260'ON THE ROAD FOR ABOUT 30 M (98.4 FT) TO A GATE AND THE SERVICE ROAD ON
 OM1260'THE RIGHT.  TURN RIGHT AND GO NORTH PASSING THROUGH THE GATE ON THE
 OM1260'SERVICE ROAD FOR 0.32 KM (0.20 MI) TO THE STATION ON THE LEFT JUST
 OM1260'BEFORE A TURN TO THE LEFT IN THE SERVICE ROAD.  THE STATION IS SET IN
 OM1260'THE TOP OF A 40 CM ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS,
 OM1260'51.0 M (167.3 FT) WEST OF THE HIGHWAY CENTER, 22.1 M (72.5 FT) WEST OF
 OM1260'THE CENTER OF THE SERVICE ROAD, 43.1 M (141.4 FT) WEST-SOUTHWEST OF
 OM1260'THE CENTER OF TELEPHONE CABLE WARNING POST NUMBER 100 16, 16.4 M (53.8
 OM1260'FT) EAST OF THE WINDSOCK, 0.8 M (2.6 FT) EAST OF A FIBERGLASS WITNESS
 OM1260'POST, AND 0.5 M (1.6 FT) WEST-SOUTHWEST OF A FIBERGLASS WITNESS POST.
 OM1260
 OM1260                          STATION RECOVERY (1999)
 OM1260
 OM1260'RECOVERY NOTE BY WI DEPT OF TRANSP 1999 (DJH)
 OM1260'RECOVERED AS DESCRIBED.
 OM1260
 OM1260                          STATION RECOVERY (2002)
 OM1260
 OM1260'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (DJH)
 OM1260'RECOVERED AS DESCRIBED.
 OM1260
 OM1260                          STATION RECOVERY (2004)
 OM1260
 OM1260'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 OM1260'RECOVERED AS DESCRIBED.  CALL THE AIRPORT MANAGER AT TELEPHONE NUMBER
 OM1260'(920) 386-2402 FOR ACCESS THROUGH THE GATE TO THE STATION.
 OM1260
 OM1260                          STATION RECOVERY (2004)
 OM1260
 OM1260'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 OM1260'RECOVERED AS DESCRIBED.
 OM1260
 OM1260                          STATION RECOVERY (2004)
 OM1260
 OM1260'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 OM1260'RECOVERED AS DESCRIBED.
 OM1260
 OM1260                          STATION RECOVERY (2005)
 OM1260
 OM1260'RECOVERY NOTE BY AERO-METRIC ENGINEERING INCORPORATED 2005
 OM1260'RCOVERY NOTE BY AERO-METRIC, INC 2005 (MTB) RECOVERED AS DESCRIBED
 OM1260
 OM1260                          STATION RECOVERY (2006)
 OM1260
 OM1260'RECOVERY NOTE BY US POWER SQUADRON 2006
 OM1260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0851 ***********************************************************************
 OM0851  DESIGNATION -  JUNEAU MUNICIPAL TOWER
 OM0851  PID         -  OM0851
 OM0851  STATE/COUNTY-  WI/DODGE
 OM0851  USGS QUAD   -  HORICON (1980)
 OM0851
 OM0851                         *CURRENT SURVEY CONTROL
 OM0851  ___________________________________________________________________
 OM0851* NAD 83(1991)-  43 24 23.04004(N)    088 42 14.62443(W)     ADJUSTED  
 OM0851* NAVD 88     -                                                        
 OM0851  ___________________________________________________________________
 OM0851  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 OM0851  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 OM0851
 OM0851  HORZ ORDER  -  THIRD
 OM0851
 OM0851.The horizontal coordinates were established by classical geodetic methods
 OM0851.and adjusted by the National Geodetic Survey in November 1991..
 OM0851
 OM0851
 OM0851.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0851
 OM0851.The geoid height was determined by GEOID03.
 OM0851
 OM0851;                    North         East     Units Scale Factor Converg.
 OM0851;SPC WI S     -   157,053.167   704,961.597   MT  0.99993255   +0 53 25.6
 OM0851;SPC WI S     -   515,265.27  2,312,861.51   sFT  0.99993255   +0 53 25.6
 OM0851;UTM  16      - 4,807,356.603   362,022.430   MT  0.99983418   -1 10 16.2
 OM0851
 OM0851                          SUPERSEDED SURVEY CONTROL
 OM0851
 OM0851  NAD 83(1986)-  43 24 23.03215(N)    088 42 14.63059(W) AD(       ) 4
 OM0851  NAD 27      -  43 24 23.05900(N)    088 42 14.26000(W) AD(       ) 3
 OM0851
 OM0851.Superseded values are not recommended for survey control.
 OM0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0851.See file dsdata.txt to determine how the superseded data were derived.
 OM0851
 OM0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6202207357(NAD 83)
 OM0851
 OM0851  HISTORY     - Date     Condition        Report By
 OM0851  HISTORY     - 1958     MONUMENTED       CGS
 OM0851  HISTORY     - 19950819 MARK NOT FOUND   USPSQD
 OM0851  HISTORY     - 20021228 MARK NOT FOUND   USPSQD
 OM0851  HISTORY     - 20040319 MARK NOT FOUND   USPSQD
 OM0851
 OM0851                          STATION DESCRIPTION
 OM0851
 OM0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM0851'THE STATION IS THE CENTER OF THE TOP OF THE TOWER.  THE
 OM0851'FIRST 60 FEET OF THE TOWER CONSISTS OF YELLOW COLORED BRICK
 OM0851'AND THE REMAINING 40 FEET IS A SILVER COLORED TANK.  THE TANK
 OM0851'HAS THE LEGEND JUNEAU PAINTED IN BLACK LETTERS ON THE SOUTHWEST
 OM0851'SIDE.
 OM0851'
 OM0851'IT IS IN THE CENTER OF THE BUSINESS DISTRICT OF JUNEAU.
 OM0851
 OM0851                          STATION RECOVERY (1995)
 OM0851
 OM0851'RECOVERY NOTE BY US POWER SQUADRON 1995
 OM0851'MARK NOT FOUND.
 OM0851
 OM0851                          STATION RECOVERY (2002)
 OM0851
 OM0851'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0851'NOT FOUND. THE MUNICIPAL TOWER WAS EAST OF THE BUILDING AT 124 NORTH
 OM0851'MAIN STREET.  A BRICK PUMP HOUSE BUILDING REMAINS.  A NEW TOWER WAS
 OM0851'BUILT NORTH OF TOWN AND EAST OF HIGHWAY 26.
 OM0851
 OM0851                          STATION RECOVERY (2004)
 OM0851
 OM0851'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 OM0851'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0847 ***********************************************************************
 OM0847  DESIGNATION -  JUNEAU RAD STA KSD 329 MAST
 OM0847  PID         -  OM0847
 OM0847  STATE/COUNTY-  WI/DODGE
 OM0847  USGS QUAD   -  HORICON (1980)
 OM0847
 OM0847                         *CURRENT SURVEY CONTROL
 OM0847  ___________________________________________________________________
 OM0847* NAD 83(1991)-  43 24 29.99859(N)    088 42 06.76169(W)     ADJUSTED  
 OM0847* NAVD 88     -                                                        
 OM0847  ___________________________________________________________________
 OM0847  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 OM0847  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 OM0847
 OM0847  HORZ ORDER  -  THIRD
 OM0847
 OM0847.The horizontal coordinates were established by classical geodetic methods
 OM0847.and adjusted by the National Geodetic Survey in November 1991..
 OM0847
 OM0847
 OM0847.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0847
 OM0847.The geoid height was determined by GEOID03.
 OM0847
 OM0847;                    North         East     Units Scale Factor Converg.
 OM0847;SPC WI S     -   157,270.627   705,135.136   MT  0.99993255   +0 53 31.0
 OM0847;SPC WI S     -   515,978.72  2,313,430.86   sFT  0.99993255   +0 53 31.0
 OM0847;UTM  16      - 4,807,567.659   362,203.661   MT  0.99983357   -1 10 10.9
 OM0847
 OM0847                          SUPERSEDED SURVEY CONTROL
 OM0847
 OM0847  NAD 83(1986)-  43 24 29.99042(N)    088 42 06.76788(W) AD(       ) 4
 OM0847  NAD 27      -  43 24 30.01600(N)    088 42 06.39700(W) AD(       ) 3
 OM0847
 OM0847.Superseded values are not recommended for survey control.
 OM0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0847.See file dsdata.txt to determine how the superseded data were derived.
 OM0847
 OM0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6220407568(NAD 83)
 OM0847
 OM0847  HISTORY     - Date     Condition        Report By
 OM0847  HISTORY     - 1958     MONUMENTED       CGS
 OM0847  HISTORY     - 20021228 GOOD             USPSQD
 OM0847  HISTORY     - 20040319 GOOD             USPSQD
 OM0847
 OM0847                          STATION DESCRIPTION
 OM0847
 OM0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM0847'THE STATION IS THE CENTER OF THE TOP OF THE MAST WHICH IS
 OM0847'OWNED AND OPERATED BY THE DODGE COUNTY HIGHWAY DEPARTMENT.
 OM0847'IT IS PAINTED IN ALTERNATE SECTIONS OF INTERNATIONAL RED AND
 OM0847'WHITE.  THE MAST IS A FOUR LEGGED STEEL SELF SUPPORTING
 OM0847'STRUCTURE WITH AN OVERALL HEIGHT OF 140 FEET.
 OM0847'
 OM0847'THE MAST IS LOCATED IN THE CENTER OF JUNEAU.
 OM0847
 OM0847                          STATION RECOVERY (2002)
 OM0847
 OM0847'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0847'RECOVERED IN GOOD CONDITION THOUGH IT MAY HAVE BEEN REBUILT SINCE
 OM0847'1958.  THE DODGE COUNTY HIGHWAY DEPARTMENT IS NORTH OF EAST CENTER
 OM0847'STREET, WEST OF NORTH MILL STREET AT 211 EAST CENTER STREET.
 OM0847
 OM0847                          STATION RECOVERY (2004)
 OM0847
 OM0847'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 OM0847'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0850 ***********************************************************************
 OM0850  DESIGNATION -  JUNEAU ST JOHNS EV LUTH CHURCH
 OM0850  PID         -  OM0850
 OM0850  STATE/COUNTY-  WI/DODGE
 OM0850  USGS QUAD   -  HORICON (1980)
 OM0850
 OM0850                         *CURRENT SURVEY CONTROL
 OM0850  ___________________________________________________________________
 OM0850* NAD 83(1991)-  43 24 09.57094(N)    088 42 19.95450(W)     ADJUSTED  
 OM0850* NAVD 88     -                                                        
 OM0850  ___________________________________________________________________
 OM0850  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 OM0850  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 OM0850
 OM0850  HORZ ORDER  -  THIRD
 OM0850
 OM0850.The horizontal coordinates were established by classical geodetic methods
 OM0850.and adjusted by the National Geodetic Survey in November 1991..
 OM0850
 OM0850
 OM0850.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0850
 OM0850.The geoid height was determined by GEOID03.
 OM0850
 OM0850;                    North         East     Units Scale Factor Converg.
 OM0850;SPC WI S     -   156,635.708   704,848.142   MT  0.99993255   +0 53 21.9
 OM0850;SPC WI S     -   513,895.65  2,312,489.28   sFT  0.99993255   +0 53 21.9
 OM0850;UTM  16      - 4,806,943.537   361,894.044   MT  0.99983462   -1 10 19.6
 OM0850
 OM0850                          SUPERSEDED SURVEY CONTROL
 OM0850
 OM0850  NAD 83(1986)-  43 24 09.56300(N)    088 42 19.96069(W) AD(       ) 4
 OM0850  NAD 27      -  43 24 09.58900(N)    088 42 19.59000(W) AD(       ) 3
 OM0850
 OM0850.Superseded values are not recommended for survey control.
 OM0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0850.See file dsdata.txt to determine how the superseded data were derived.
 OM0850
 OM0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6189406944(NAD 83)
 OM0850
 OM0850  HISTORY     - Date     Condition        Report By
 OM0850  HISTORY     - 1958     MONUMENTED       CGS
 OM0850  HISTORY     - 19950819 MARK NOT FOUND   USPSQD
 OM0850  HISTORY     - 20021228 MARK NOT FOUND   USPSQD
 OM0850  HISTORY     - 20040319 MARK NOT FOUND   USPSQD
 OM0850
 OM0850                          STATION DESCRIPTION
 OM0850
 OM0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM0850'THE STATION IS THE TOP OF THE SPIRE WHICH IS COVERED WITH DARK
 OM0850'GREEN SHINGLES AND HAS A SILVER COLORED CROSS ON THE TOP.
 OM0850'THE SPIRE IS ON THE WEST END OF THE CHURCH WHICH IS MADE OF
 OM0850'A YELLOW COLORED BRICK.  THE OVERALL HEIGHT OF THE SPIRE AND
 OM0850'CHURCH IS 70 FEET.
 OM0850'
 OM0850'THE SPIRE IS LOCATED IN THE SOUTH EDGE OF JUNEAU.
 OM0850
 OM0850                          STATION RECOVERY (1995)
 OM0850
 OM0850'RECOVERY NOTE BY US POWER SQUADRON 1995
 OM0850'MARK NOT FOUND.
 OM0850
 OM0850                          STATION RECOVERY (2002)
 OM0850
 OM0850'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0850'SPIRE WAS NOT FOUND.  THE CHURCH WAS REBUILT IN 1969 WITH NO SPIRE AND
 OM0850'WITH A FREE STANDING BELL TOWER SEPARATE FROM THE BUILDING.
 OM0850
 OM0850                          STATION RECOVERY (2004)
 OM0850
 OM0850'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 OM0850'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0846 ***********************************************************************
 OM0846  DESIGNATION -  JUNEAU ST MARYS CATH CH SPIRE
 OM0846  PID         -  OM0846
 OM0846  STATE/COUNTY-  WI/DODGE
 OM0846  USGS QUAD   -  HORICON (1980)
 OM0846
 OM0846                         *CURRENT SURVEY CONTROL
 OM0846  ___________________________________________________________________
 OM0846* NAD 83(1991)-  43 24 37.62862(N)    088 42 10.52288(W)     ADJUSTED  
 OM0846* NAVD 88     -                                                        
 OM0846  ___________________________________________________________________
 OM0846  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 OM0846  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 OM0846
 OM0846  HORZ ORDER  -  THIRD
 OM0846
 OM0846.The horizontal coordinates were established by classical geodetic methods
 OM0846.and adjusted by the National Geodetic Survey in November 1991..
 OM0846
 OM0846
 OM0846.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0846
 OM0846.The geoid height was determined by GEOID03.
 OM0846
 OM0846;                    North         East     Units Scale Factor Converg.
 OM0846;SPC WI S     -   157,504.739   705,046.863   MT  0.99993256   +0 53 28.4
 OM0846;SPC WI S     -   516,746.80  2,313,141.25   sFT  0.99993256   +0 53 28.4
 OM0846;UTM  16      - 4,807,804.772   362,123.877   MT  0.99983384   -1 10 13.7
 OM0846
 OM0846                          SUPERSEDED SURVEY CONTROL
 OM0846
 OM0846  NAD 83(1986)-  43 24 37.62048(N)    088 42 10.52905(W) AD(       ) 4
 OM0846  NAD 27      -  43 24 37.64600(N)    088 42 10.15800(W) AD(       ) 3
 OM0846
 OM0846.Superseded values are not recommended for survey control.
 OM0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0846.See file dsdata.txt to determine how the superseded data were derived.
 OM0846
 OM0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6212407805(NAD 83)
 OM0846
 OM0846  HISTORY     - Date     Condition        Report By
 OM0846  HISTORY     - 1958     MONUMENTED       CGS
 OM0846  HISTORY     - 19950819 GOOD             USPSQD
 OM0846  HISTORY     - 20021228 GOOD             USPSQD
 OM0846  HISTORY     - 20040319 GOOD             USPSQD
 OM0846
 OM0846                          STATION DESCRIPTION
 OM0846
 OM0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM0846'THE STATION IS THE TOP OF THE SPIRE WHICH IS ON THE EAST END
 OM0846'OF THE CHURCH.  THE CHURCH IS YELLOW COLORED BRICK AND THE SPIRE
 OM0846'HAS A DARK GREY SHINGLED ROOF WITH A SILVER COLORED CROSS ON
 OM0846'THE TOP.  THE OVERALL HEIGHT OF THE SPIRE IS ABOUT 65 FEET.
 OM0846'
 OM0846'THE SPIRE IS LOCATED IN THE NORTH EDGE OF JUNEAU.
 OM0846
 OM0846                          STATION RECOVERY (1995)
 OM0846
 OM0846'RECOVERY NOTE BY US POWER SQUADRON 1995
 OM0846'RECOVERED IN GOOD CONDITION.
 OM0846
 OM0846                          STATION RECOVERY (2002)
 OM0846
 OM0846'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0846'RECOVERED IN GOOD CONDITION. IT IS AT THE NORTHWEST CORNER OF THE
 OM0846'T-INTERSECTION OF NORTH MAIN STREET (HIGHWAY 26) AND WEST NORTH
 OM0846'STREET.  IT IS NOW NAMED SACRED HEART CHURCH WITH ST. MARY'S CHURCH IN
 OM0846'STONE OVER THE ENTRANCE.
 OM0846
 OM0846                          STATION RECOVERY (2004)
 OM0846
 OM0846'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 OM0846'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0875 ***********************************************************************
 RM0875  DESIGNATION -  JUNNILA
 RM0875  PID         -  RM0875
 RM0875  STATE/COUNTY-  WI/DOUGLAS
 RM0875  USGS QUAD   -  PARKLAND (1975)
 RM0875
 RM0875                         *CURRENT SURVEY CONTROL
 RM0875  ___________________________________________________________________
 RM0875* NAD 83(1991)-  46 38 52.07665(N)    091 58 23.57546(W)     ADJUSTED  
 RM0875* NAVD 88     -       215.479  (meters)     706.95   (feet)  ADJUSTED  
 RM0875  ___________________________________________________________________
 RM0875  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 RM0875  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 RM0875  DYNAMIC HT  -         215.503 (meters)     707.03  (feet)  COMP
 RM0875  MODELED GRAV-     980,717.6   (mgal)                       NAVD 88
 RM0875
 RM0875  HORZ ORDER  -  THIRD
 RM0875  VERT ORDER  -  FIRST     CLASS II
 RM0875
 RM0875.The horizontal coordinates were established by classical geodetic methods
 RM0875.and adjusted by the National Geodetic Survey in March 1999..
 RM0875
 RM0875.The orthometric height was determined by differential leveling
 RM0875.and adjusted by the National Geodetic Survey in July 2002..
 RM0875
 RM0875.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0875
 RM0875.The geoid height was determined by GEOID03.
 RM0875
 RM0875.The dynamic height is computed by dividing the NAVD 88
 RM0875.geopotential number by the normal gravity value computed on the
 RM0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0875.degrees latitude (g = 980.6199 gals.).
 RM0875
 RM0875.The modeled gravity was interpolated from observed gravity values.
 RM0875
 RM0875;                    North         East     Units Scale Factor Converg.
 RM0875;SPC WI N     -   166,500.640   448,960.299   MT  0.99998043   -1 25 24.3
 RM0875;SPC WI N     -   546,260.85  1,472,963.91   sFT  0.99998043   -1 25 24.3
 RM0875;UTM  15      - 5,166,538.479   578,573.135   MT  0.99967588   +0 44 48.0
 RM0875
 RM0875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0875!SPC WI N     -   0.99997063  x   0.99998043  =   0.99995106
 RM0875!UTM  15      -   0.99997063  x   0.99967588  =   0.99964652
 RM0875
 RM0875:                Primary Azimuth Mark                     Grid Az
 RM0875:SPC WI N     -  FLANN                                    159 24 28.9
 RM0875:UTM  15      -  FLANN                                    157 14 16.6
 RM0875
 RM0875|---------------------------------------------------------------------|
 RM0875| PID    Reference Object                     Distance      Geod. Az  |
 RM0875|                                                           dddmmss.s |
 RM0875| RM0873 FLANN                               APPROX. 7.5 KM 1575904.6 |
 RM0875| CJ3149 JUNNILA RM 1                         28.036 METERS 24944     |
 RM0875| CJ3148 JUNNILA AZ MK                                      2653716.7 |
 RM0875| CJ3150 JUNNILA RM 2                         21.458 METERS 34812     |
 RM0875|---------------------------------------------------------------------|
 RM0875
 RM0875                          SUPERSEDED SURVEY CONTROL
 RM0875
 RM0875  NAD 83(1991)-  46 38 52.07663(N)    091 58 23.57399(W) AD(       ) 3
 RM0875  NAD 83(1986)-  46 38 52.06993(N)    091 58 23.57240(W) AD(       ) 3
 RM0875  NAD 27      -  46 38 52.28300(N)    091 58 22.88700(W) AD(       ) 3
 RM0875
 RM0875.Superseded values are not recommended for survey control.
 RM0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0875.See file dsdata.txt to determine how the superseded data were derived.
 RM0875
 RM0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM7857366538(NAD 83)
 RM0875_MARKER: DS = TRIANGULATION STATION DISK
 RM0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0875_STAMPING: JUNNILA 1953
 RM0875_MARK LOGO: CGS   
 RM0875_MAGNETIC: N = NO MAGNETIC MATERIAL
 RM0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0875+STABILITY: SURFACE MOTION
 RM0875_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0875+SATELLITE: SATELLITE OBSERVATIONS - April 02, 1996
 RM0875
 RM0875  HISTORY     - Date     Condition        Report By
 RM0875  HISTORY     - 1953     MONUMENTED       CGS
 RM0875  HISTORY     - 1977     GOOD             NGS
 RM0875  HISTORY     - 19960402 GOOD             NGS
 RM0875  HISTORY     - 20031030 MARK NOT FOUND   USPSQD
 RM0875
 RM0875                          STATION DESCRIPTION
 RM0875
 RM0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 RM0875'STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF SUPERIOR, ABOUT
 RM0875'2-1/2 MILES SOUTH OF THE SOUTH END OF LAKE SUPERIOR, AND
 RM0875'0.25 MILE EAST OF THE JUNCTION OF U.S. HIGHWAYS NO. 2 AND 53,
 RM0875'AND STATE HIGHWAY NO. 13.  IT IS 64 FEET NORTH OF THE APPROXIMATE
 RM0875'CENTERLINE OF STATE HIGHWAY NO. 13, 34 FEET NORTHEAST OF A
 RM0875'FENCE CORNER AND GATE POST, AND 6 FEET WEST OF A WITNESS POST.
 RM0875'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED JUNNILA
 RM0875'1953.
 RM0875'
 RM0875'REFERENCE MARK NO. 1 IS 2 FEET SOUTH OF THE FENCELINE.  THE
 RM0875'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED JUNNILA NO 1 1953.
 RM0875'
 RM0875'REFERENCE MARK NO. 2 IS 2 FEET EAST OF THE FENCELINE.  THE MARK
 RM0875'PROJECTS 6 INCHES AND THE DISK IS STAMPED JUNNILA NO 2 1953.
 RM0875'
 RM0875'AZIMUTH MARK IS 32 FEET SOUTH OF STATE HIGHWAY NO. 13, 80
 RM0875'FEET EAST OF U.S. HIGHWAYS NO. 2 AND 53, 6 FEET EAST OF A
 RM0875'TELEPHONE POLE, AND 3 FEET EAST OF A WITNESS POST.  THE MARK
 RM0875'PROJECTS 6 INCHES AND THE DISK IS STAMPED JUNNILA 1953.
 RM0875'
 RM0875'TO REACH FROM THE COURTHOUSE IN SUPERIOR, GO EAST AND SOUTHEAST
 RM0875'ON U.S. HIGHWAYS NO. 2 AND 53 FOR 8.1 MILES TO JUNCTION OF
 RM0875'STATE HIGHWAY NO. 13.  TURN LEFT ON STATE HIGHWAY NO. 13 AND
 RM0875'GO 0.05 MILE TO AZIMUTH MARK ON RIGHT.  CONTINUE EAST ON STATE
 RM0875'HIGHWAY NO. 13 FOR 0.25 MILE TO STATION ON LEFT (NORTH SIDE)
 RM0875'OF ROAD AS DESCRIBED.
 RM0875'
 RM0875'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 RM0875
 RM0875                          STATION RECOVERY (1977)
 RM0875
 RM0875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 RM0875'STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN GOOD
 RM0875'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT
 RM0875'RECOVERED.  THE ROAD HAS BEEN WIDENED.  THE STATION IS ON THE
 RM0875'PROPERTY OF MR. ARNOLD W. SUOMINEN, WHO LIVES ON FARM, NEAR
 RM0875'STATION SITE.
 RM0875'
 RM0875'TO REACH FROM THE COURTHOUSE IN SUPERIOR, GO EAST, SOUTHEAST ON
 RM0875'U.S. HIGHWAYS 2 AND 53 (CITY ROUTE) FOR 8.1 MILES TO THE JUNCTION
 RM0875'OF STATE HIGHWAY 13.  TURN LEFT ON STATE HIGHWAY 13 AND GO 0.05
 RM0875'MILE TO THE AZIMUTH MARK SITE (AZIMUTH MARK DESTROYED) CONTINUE
 RM0875'EASTERLY ON STATE HIGHWAY 13 FOR 0.3 MILES TO THE STATION ON THE
 RM0875'LEFT, IN THE EDGE OF A GROUPE OF PINE TREES, MARKED BY A WITNESS
 RM0875'POST AND SIGN.
 RM0875'
 RM0875'A TOWER WOULD BE REQUIRED AT THIS STATION.
 RM0875'
 RM0875'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RM0875'ABOUT 6 MILES SOUTHEAST OF SUPERIOR.
 RM0875
 RM0875                          STATION RECOVERY (1996)
 RM0875
 RM0875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 RM0875'1.6 KM (1.00 MI) EASTERLY ALONG BELKNAP STREET AND THEN LENROOT
 RM0875'HIGHWAY FROM THE POST OFFICE IN SUPERIOR, THENCE 10.7 KM (6.65 MI)
 RM0875'SOUTHERLY ALONG U.S. HIGHWAY 53, THENCE 0.6 KM (0.35 MI) EASTERLY
 RM0875'ALONG COUNTY ROAD Z, 19.5 M (64.0 FT) NORTH OF THE ROAD CENTERLINE,
 RM0875'9.5 M (31.2 FT) WEST OF A T-JUNCTION UTILITY POLE WITH 2 GUY CABLES,
 RM0875'5.2 M (17.1 FT) EAST OF A RIGHT-OF-WAY POST, 0.8 M (2.6 FT) SOUTH OF A
 RM0875'WITNESS POST, 0.8 M (2.6 FT) BELOW THE LEVEL OF THE ROAD, AND THE
 RM0875'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 RM0875
 RM0875                          STATION RECOVERY (2003)
 RM0875
 RM0875'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0875'THE STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE NOT
 RM0875'FOUND.  HEAVY EQUIPMENT APPEARED TO BE USED TO CUT DOWN TREES AND
 RM0875'INSTALL NEW UTILITY POLES IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL1613 ***********************************************************************
 RL1613  DESIGNATION -  JUTE
 RL1613  PID         -  RL1613
 RL1613  STATE/COUNTY-  WI/VILAS
 RL1613  USGS QUAD   -  THOUSAND ISLAND LAKE (1981)
 RL1613
 RL1613                         *CURRENT SURVEY CONTROL
 RL1613  ___________________________________________________________________
 RL1613* NAD 83(1991)-  46 09 33.85553(N)    089 29 34.74157(W)     ADJUSTED  
 RL1613* NAVD 88     -       544.     (meters)    1785.     (feet)  SCALED    
 RL1613  ___________________________________________________________________
 RL1613  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 RL1613  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 RL1613
 RL1613  HORZ ORDER  -  SECOND
 RL1613
 RL1613.The horizontal coordinates were established by classical geodetic methods
 RL1613.and adjusted by the National Geodetic Survey in November 1991..
 RL1613
 RL1613.The orthometric height was scaled from a topographic map.
 RL1613
 RL1613.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1613
 RL1613.The geoid height was determined by GEOID03.
 RL1613
 RL1613;                    North         East     Units Scale Factor Converg.
 RL1613;SPC WI N     -   110,462.137   639,159.807   MT  0.99994536   +0 21 56.7
 RL1613;SPC WI N     -   362,407.86  2,096,976.80   sFT  0.99994536   +0 21 56.7
 RL1613;SPC MI N     -   155,969.325 7,807,490.545   MT  0.99990524   -1 48 06.9
 RL1613;SPC MI N     -   511,710.38 25,615,126.46   iFT  0.99990524   -1 48 06.9
 RL1613;UTM  16      - 5,114,779.892   307,519.966   MT  1.00005545   -1 47 55.2
 RL1613
 RL1613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1613!SPC WI N     -   0.99991960  x   0.99994536  =   0.99986497
 RL1613!SPC MI N     -   0.99991960  x   0.99990524  =   0.99982485
 RL1613!UTM  16      -   0.99991960  x   1.00005545  =   0.99997505
 RL1613
 RL1613|---------------------------------------------------------------------|
 RL1613| PID    Reference Object                     Distance      Geod. Az  |
 RL1613|                                                           dddmmss.s |
 RL1613| RL1612 JUTE LAKE LOT L USGS 1940            25.744 METERS 05951     |
 RL1613| CJ3151 JUTE AZ MK                                         0823727.8 |
 RL1613| CJ3152 JUTE RM 1                            24.531 METERS 32516     |
 RL1613|---------------------------------------------------------------------|
 RL1613
 RL1613                          SUPERSEDED SURVEY CONTROL
 RL1613
 RL1613  NAD 83(1986)-  46 09 33.85297(N)    089 29 34.73730(W) AD(       ) 2
 RL1613  NAD 27      -  46 09 34.03500(N)    089 29 34.21000(W) AD(       ) 2
 RL1613
 RL1613.Superseded values are not recommended for survey control.
 RL1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1613.See file dsdata.txt to determine how the superseded data were derived.
 RL1613
 RL1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS0752014780(NAD 83)
 RL1613_MARKER: DS = TRIANGULATION STATION DISK
 RL1613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1613
 RL1613  HISTORY     - Date     Condition        Report By
 RL1613  HISTORY     - 1952     MONUMENTED       CGS
 RL1613
 RL1613                          STATION DESCRIPTION
 RL1613
 RL1613'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 RL1613'THE STATION IS ABOUT 13 MILES NORTHWEST OF CONOVER, 8 MILES
 RL1613'NORTHEAST OF BOULDER JUNCTION, 3-1/2 MILES SOUTH OF THE MICHIGAN
 RL1613'STATE LINE AND ON THE SUMMIT OF A SMALL KNOLL WHICH IS ABOUT
 RL1613'80 FEET SOUTHWEST OF THE JUTE LAKE LOOKOUT TOWER.
 RL1613'
 RL1613'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD M AND
 RL1613'COUNTY ROAD K NEAR THE WEST EDGE OF BOULDER JUNCTION, GO
 RL1613'NORTHWEST ON COUNTY ROAD M FOR 4.8 MILES TO THE JUNCTION WITH
 RL1613'STATE FOREST ROAD B, TURN RIGHT AND GO EAST ON STATE FOREST
 RL1613'ROAD B FOR 4.6 MILES TO A SIDE ROAD RIGHT, TURN RIGHT ON THE
 RL1613'GRAVEL ROAD FOR 0.5 MILE TO A T-INTERSECTION, TURN LEFT AND
 RL1613'FOLLOW THE GRAVEL ROAD EAST-SOUTHEAST FOR 1.1 MILES TO A SIDE
 RL1613'ROAD RIGHT, (*), TURN RIGHT AND FOLLOW THE TRACK ROAD UP HILL FOR
 RL1613'0.3 MILE TO THE JUTE LAKE LOOKOUT TOWER AND THE STATION AS
 RL1613'DESCRIBED.
 RL1613'
 RL1613'(*) TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE EASTERLY
 RL1613'ON THE MAIN TRAVELED ROAD FOR 0.55 MILE TO THE AZIMUTH MARK
 RL1613'ON THE LEFT, 65 FEET WEST OF A POINT WHERE THE ROAD CROSSES THE
 RL1613'SUMMIT OF A KNOLL.
 RL1613'
 RL1613'THE STATION MARK, STAMPED JUTE 1952, IS A STANDARD DISK SET IN
 RL1613'A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 4 FEET EAST
 RL1613'OF A WITNESS POST AND AT ABOUT THE SAME ELEVATION AS THE BASE OF
 RL1613'THE LOOKOUT TOWER.
 RL1613'
 RL1613'REFERENCE MARK NO. 1, STAMPED JUTE NO. 1 1952, IS A STANDARD DISK
 RL1613'SET IN A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS 12
 RL1613'FEET SOUTH OF THE SOUTH EDGE OF A DINGLE, 6 FEET NORTH OF THE
 RL1613'CENTER OF THE TRACK ROAD AND ABOUT 8 FEET LOWER THAN THE
 RL1613'STATION.
 RL1613'
 RL1613'U.S. GEOLOGICAL SURVEY BENCH MARK WAS USED AS REFERENCE
 RL1613'MARK NO. 2.  IT IS SET IN AN 8-INCH SQUARE CONCRETE POST THAT IS
 RL1613'FLUSH WITH THE GROUND.  THE MARK IS LOCATED IN THE CENTER OF
 RL1613'THE BASE OF THE JUTE LAKE LOOKOUT TOWER AND AT ABOUT THE
 RL1613'SAME ELEVATION AS THE STATION MARK.  THE MARK IS STAMPED
 RL1613'1937.
 RL1613'
 RL1613'THE AZIMUTH MARK, STAMPED JUTE 1952, IS A STANDARD DISK SET
 RL1613'IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 15 FEET
 RL1613'NORTH OF THE CENTER OF THE ROAD, 2 FEET WEST OF A WHITE WITNESS
 RL1613'POST AND 4 FEET HIGHER THAN THE SURFACE OF THE ROAD.
 RL1613'
 RL1613'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL1612 ***********************************************************************
 RL1612  DESIGNATION -  JUTE LAKE LOT L USGS 1940
 RL1612  PID         -  RL1612
 RL1612  STATE/COUNTY-  WI/VILAS
 RL1612  USGS QUAD   -  THOUSAND ISLAND LAKE (1981)
 RL1612
 RL1612                         *CURRENT SURVEY CONTROL
 RL1612  ___________________________________________________________________
 RL1612* NAD 83(1991)-  46 09 34.27420(N)    089 29 33.70396(W)     ADJUSTED  
 RL1612* NAVD 88     -       544.     (meters)    1785.     (feet)  SCALED    
 RL1612  ___________________________________________________________________
 RL1612  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 RL1612  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 RL1612
 RL1612  HORZ ORDER  -  THIRD
 RL1612
 RL1612.The horizontal coordinates were established by classical geodetic methods
 RL1612.and adjusted by the National Geodetic Survey in November 1991..
 RL1612
 RL1612.The orthometric height was scaled from a topographic map.
 RL1612
 RL1612.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1612
 RL1612.The geoid height was determined by GEOID03.
 RL1612
 RL1612;                    North         East     Units Scale Factor Converg.
 RL1612;SPC WI N     -   110,475.205   639,181.985   MT  0.99994536   +0 21 57.4
 RL1612;SPC WI N     -   362,450.74  2,097,049.56   sFT  0.99994536   +0 21 57.4
 RL1612;SPC MI N     -   155,981.544 7,807,513.201   MT  0.99990523   -1 48 06.1
 RL1612;SPC MI N     -   511,750.47 25,615,200.79   iFT  0.99990523   -1 48 06.1
 RL1612;UTM  16      - 5,114,792.115   307,542.624   MT  1.00005535   -1 47 54.5
 RL1612
 RL1612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1612!SPC WI N     -   0.99991960  x   0.99994536  =   0.99986497
 RL1612!SPC MI N     -   0.99991960  x   0.99990523  =   0.99982484
 RL1612!UTM  16      -   0.99991960  x   1.00005535  =   0.99997495
 RL1612
 RL1612                          SUPERSEDED SURVEY CONTROL
 RL1612
 RL1612  NAD 83(1986)-  46 09 34.27192(N)    089 29 33.69996(W) AD(       ) 4
 RL1612  NAD 27      -  46 09 34.45400(N)    089 29 33.17200(W) AD(       ) 3
 RL1612
 RL1612.Superseded values are not recommended for survey control.
 RL1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1612.See file dsdata.txt to determine how the superseded data were derived.
 RL1612
 RL1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS0754314792(NAD 83)
 RL1612_MARKER: DD = SURVEY DISK
 RL1612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1612_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1612
 RL1612  HISTORY     - Date     Condition        Report By
 RL1612  HISTORY     - 1937     MONUMENTED       USGS
 RL1612  HISTORY     - 1940     GOOD             CGS
 RL1612  HISTORY     - 1952     GOOD             CGS
 RL1612
 RL1612                          STATION DESCRIPTION
 RL1612
 RL1612'DESCRIBED BY US GEOLOGICAL SURVEY 1937
 RL1612'THE LOOKOUT TOWER IS OF THE LADDER TYPE, 100 FEET HIGH AND
 RL1612'1541 FEET N AND 48 FEET W OF SE CORNER SEC. 33, T. 43 N.,
 RL1612'R. 8 E.  THE STATION IS MARKED BY U.S.G.S. STANDARD TABLET
 RL1612'STAMPED JUTE LAKE TOWER 1937 L, SET IN CONCRETE POST AND
 RL1612'CENTERED UNDER LOOKOUT TOWER.
 RL1612
 RL1612                          STATION RECOVERY (1940)
 RL1612
 RL1612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 RL1612'THE STATION IS A FOREST SERVICE LOOKOUT TOWER IN THE WISCONSIN
 RL1612'NORTHERN STATE FOREST.  IT IS LOCATED ABOUT 13 MILES WEST OF LAND
 RL1612'O LAKES AND ABOUT 2 MILES EAST OF HIGH LAKE.  THE FINIAL AT THE
 RL1612'CENTER OF THE ROOF OF THE LOOKOUT IS THE POINT SIGHTED UPON.  THE
 RL1612'STATION WAS NOT VISITED.
 RL1612
 RL1612                          STATION RECOVERY (1952)
 RL1612
 RL1612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LFW)
 RL1612'THE STATION IS ABOUT 13 MILES NORTHWEST OF CONOVER, 8 MILES
 RL1612'NORTHEAST OF BOULDER JUNCTION, 3-1/2 MILES SOUTH OF THE MICHIGAN
 RL1612'STATE LINE AND IN THE CENTER OF THE BASE OF THE JUTE LAKE
 RL1612'LOOKOUT TOWER.
 RL1612'
 RL1612'THE STATION MARK IS A U.S.G.S. BENCH MARK DISK SET IN AN 8-INCH
 RL1612'SQUARE CONCRETE POST, FLUSH WITH THE GROUND.  IT IS LOCATED
 RL1612'IN THE CENTER OF THE BASE OF THE JUTE LAKE LOOKOUT TOWER AND
 RL1612'STAMPED 1937.  THE LOOKOUT TOWER IS A FOUR LEGGED STRUCTURE
 RL1612'ABOUT 100 FEET HIGH WITH AN ENCLOSED CAB ON THE TOP.  A
 RL1612'TRAVERSE CONNECTION WAS MADE TO THE MARK FROM TRIANGULATION
 RL1612'STATION JUTE AND THE DISTANCE WAS FOUND TO BE 84.46 FEET,
 RL1612'(25.742 M).
 RL1612'
 RL1612'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD M AND COUNTY
 RL1612'ROAD K NEAR THE WEST EDGE OF BOULDER JUNCTION, GO NORTHWEST
 RL1612'ON COUNTY ROAD M FOR 4.8 MILES TO THE JUNCTION WITH STATE
 RL1612'FOREST ROAD B, TURN RIGHT AND GO EAST ON STATE FOREST ROAD
 RL1612'B FOR 4.6 MILES TO A SIDE ROAD RIGHT, TURN RIGHT ON THE GRAVEL
 RL1612'ROAD FOR 0.5 MILE TO A T-INTERSECTION, TURN LEFT AND FOLLOW
 RL1612'THE GRAVEL ROAD EAST-SOUTHEAST FOR 1.1 MILES TO A SIDE ROAD
 RL1612'RIGHT, TURN RIGHT AND FOLLOW THE TRACK ROAD UP HILL FOR 0.3
 RL1612'MILE TO THE LOOKOUT TOWER AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1715 ***********************************************************************
 NH1715  SACS        -  This is a Secondary Airport Control Station.
 NH1715  DESIGNATION -  JVL AP STA A
 NH1715  PID         -  NH1715
 NH1715  STATE/COUNTY-  WI/ROCK
 NH1715  USGS QUAD   -  JANESVILLE WEST (1976)
 NH1715
 NH1715                         *CURRENT SURVEY CONTROL
 NH1715  ___________________________________________________________________
 NH1715* NAD 83(1997)-  42 37 32.87701(N)    089 02 01.16226(W)     ADJUSTED  
 NH1715* NAVD 88     -       244.66   (+/-2cm)     802.7    (feet)  VERTCON   
 NH1715  ___________________________________________________________________
 NH1715  X           -      79,271.946 (meters)                     COMP
 NH1715  Y           -  -4,699,690.926 (meters)                     COMP
 NH1715  Z           -   4,297,150.124 (meters)                     COMP
 NH1715  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 NH1715  ELLIP HEIGHT-         210.91  (meters)          (05/03/99) GPS OBS
 NH1715  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 NH1715
 NH1715  HORZ ORDER  -  FIRST
 NH1715  VERT ORDER  -  THIRD ? (See Below)
 NH1715  ELLP ORDER  -  FOURTH    CLASS I
 NH1715
 NH1715.This mark is at Rock County Airport (JVL)
 NH1715
 NH1715.The horizontal coordinates were established by GPS observations
 NH1715.and adjusted by the National Geodetic Survey in May 1999..
 NH1715.No horizontal observational check was made to the station.
 NH1715
 NH1715.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1715
 NH1715.GPS derived orthometric heights for airport stations designated as
 NH1715.PACS or SACS are published to 2 decimal places.  This maintains
 NH1715.centimeter relative accuracy between the PACS and SACS.  It does
 NH1715.not indicate centimeter accuracy relative to other marks which are
 NH1715.part of the NAVD 88 network.
 NH1715.The vertical order pertains to the NGVD 29 superseded value.
 NH1715
 NH1715.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1715
 NH1715.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1715
 NH1715.The ellipsoidal height was determined by GPS observations
 NH1715.and is referenced to NAD 83.
 NH1715
 NH1715.The geoid height was determined by GEOID03.
 NH1715
 NH1715;                    North         East     Units Scale Factor Converg.
 NH1715;SPC WI S     -    69,980.783   679,273.169   MT  1.00002342   +0 39 50.3
 NH1715;SPC WI S     -   229,595.29  2,228,582.06   sFT  1.00002342   +0 39 50.3
 NH1715;UTM  16      - 4,721,266.486   333,234.738   MT  0.99994217   -1 22 39.1
 NH1715
 NH1715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1715!SPC WI S     -   0.99996692  x   1.00002342  =   0.99999034
 NH1715!UTM  16      -   0.99996692  x   0.99994217  =   0.99990910
 NH1715
 NH1715                          SUPERSEDED SURVEY CONTROL
 NH1715
 NH1715  ELLIP H (05/28/98)  211.00   (m)                       GP(       ) 4 1
 NH1715  NAD 83(1991)-  42 37 32.87635(N)    089 02 01.15999(W) AD(       ) 1
 NH1715  ELLIP H (05/19/94)  177.50   (m)                       GP(       ) 4 1
 NH1715  NGVD 29 (05/19/94)  244.73   (m)          802.9    (f) LEVELING    3  
 NH1715
 NH1715.Superseded values are not recommended for survey control.
 NH1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1715.See file dsdata.txt to determine how the superseded data were derived.
 NH1715
 NH1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3323521266(NAD 83)
 NH1715_MARKER: DT = TOPOGRAPHIC STATION DISK
 NH1715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1715_SP_SET: CONCRETE POST
 NH1715_STAMPING: AP 1964 STA A
 NH1715_MARK LOGO: CGS   
 NH1715_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NH1715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1715+STABILITY: SURFACE MOTION
 NH1715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1715+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1993
 NH1715
 NH1715  HISTORY     - Date     Condition        Report By
 NH1715  HISTORY     - 1964     MONUMENTED       CGS
 NH1715  HISTORY     - 19930505 GOOD
 NH1715  HISTORY     - 19940601 GOOD             NGS
 NH1715  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH1715
 NH1715                          STATION DESCRIPTION
 NH1715
 NH1715'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 NH1715'STATION IS LOCATED AT THE ROCK COUNTY AIRPORT WHICH IS LOCATED ABOUT 3
 NH1715'MI (4.8 KM) S OF THE CENTER OF THE CITY OF JANESVILLE, WI WEST OF US
 NH1715'HIGHWAY 51 AND SOUTH OF ITS INTERSECTION WITH AVALON ROAD. STATION IS
 NH1715'LOCATED NEAR THE EAST END OF THE FIELD JUST NORTH OF RUNWAY END 22.
 NH1715'TO REACH FROM THE TERMINAL BUILDING ON THE SOUTH SIDE OF THE AIRPORT
 NH1715'PROCEED VIA THE TAXIWAY RUNNING PARALLEL TO RUNWAY 4/22 FOR ABOUT 0.5
 NH1715'MI (0.8 KM) ACROSS RUNWAY 13/31 TO THE EAST END OF RUNWAY 4/22. CROSS
 NH1715'RUNWAY END 22 TO STATION ON LINE WITH THE END OF THE RUNWAY.
 NH1715'IT IS 49.4 FT (15.1 M) NW OF THE CORNER OF THE RUNWAY, 40.8 FT
 NH1715'(12.4 M) NNW OF THE NORTHMOST THRESHOLD LIGHT (SHOWS GREEN AND RED)
 NH1715'AND 32.4 FT (9.9 M) SSE OF A STROBE LIGHT.
 NH1715'ACCESS TO THE FIELD IS CONTROLLED.  CONTACT AIRPORT MANAGER, RONALD D.
 NH1715'BURDICK, AT 608-757-5768.
 NH1715
 NH1715                          STATION RECOVERY (1993)
 NH1715
 NH1715'RECOVERED 1993
 NH1715'RECOVERED IN GOOD CONDITION.
 NH1715
 NH1715                          STATION RECOVERY (1994)
 NH1715
 NH1715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 NH1715'THE STATION IS NEAR THE NORTHEAST END OF RUNWAY 4-22, 49.4 FT (15.1 M)
 NH1715'NORTHWEST OF THE NORTH CORNER OF RUNWAY, 39.6 FT (12.1 M) NORTHWEST OF
 NH1715'THE NORTHWEST THRESHOLD LIGHT AND 107.8 FT (32.9 M) NORTH OF RUNWAY
 NH1715'LIGHT NO 40.  THE STATION IS A STANDARD TOPO DISK STAMPED---AP 1964
 NH1715'STA A---, SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND.
 NH1715
 NH1715                          STATION RECOVERY (2001)
 NH1715
 NH1715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1715'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1716 ***********************************************************************
 NH1716  SACS        -  This is a Secondary Airport Control Station.
 NH1716  DESIGNATION -  JVL AP STA B
 NH1716  PID         -  NH1716
 NH1716  STATE/COUNTY-  WI/ROCK
 NH1716  USGS QUAD   -  BELOIT (1976)
 NH1716
 NH1716                         *CURRENT SURVEY CONTROL
 NH1716  ___________________________________________________________________
 NH1716* NAD 83(1997)-  42 36 52.95848(N)    089 02 49.03752(W)     ADJUSTED  
 NH1716* NAVD 88     -       244.02   (+/-2cm)     800.6    (feet)  VERTCON   
 NH1716  ___________________________________________________________________
 NH1716  X           -      78,194.984 (meters)                     COMP
 NH1716  Y           -  -4,700,542.729 (meters)                     COMP
 NH1716  Z           -   4,296,243.269 (meters)                     COMP
 NH1716  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 NH1716  ELLIP HEIGHT-         210.29  (meters)          (05/03/99) GPS OBS
 NH1716  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 NH1716
 NH1716  HORZ ORDER  -  FIRST
 NH1716  VERT ORDER  -  THIRD ? (See Below)
 NH1716  ELLP ORDER  -  FOURTH    CLASS I
 NH1716
 NH1716.This mark is at Rock County Airport (JVL)
 NH1716
 NH1716.The horizontal coordinates were established by GPS observations
 NH1716.and adjusted by the National Geodetic Survey in May 1999..
 NH1716.No horizontal observational check was made to the station.
 NH1716
 NH1716.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1716
 NH1716.GPS derived orthometric heights for airport stations designated as
 NH1716.PACS or SACS are published to 2 decimal places.  This maintains
 NH1716.centimeter relative accuracy between the PACS and SACS.  It does
 NH1716.not indicate centimeter accuracy relative to other marks which are
 NH1716.part of the NAVD 88 network.
 NH1716.The vertical order pertains to the NGVD 29 superseded value.
 NH1716
 NH1716.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1716
 NH1716.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1716
 NH1716.The ellipsoidal height was determined by GPS observations
 NH1716.and is referenced to NAD 83.
 NH1716
 NH1716.The geoid height was determined by GEOID03.
 NH1716
 NH1716;                    North         East     Units Scale Factor Converg.
 NH1716;SPC WI S     -    68,736.510   678,196.349   MT  1.00002603   +0 39 17.4
 NH1716;SPC WI S     -   225,513.03  2,225,049.19   sFT  1.00002603   +0 39 17.4
 NH1716;UTM  16      - 4,720,061.455   332,114.371   MT  0.99994678   -1 23 10.5
 NH1716
 NH1716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1716!SPC WI S     -   0.99996702  x   1.00002603  =   0.99999305
 NH1716!UTM  16      -   0.99996702  x   0.99994678  =   0.99991380
 NH1716
 NH1716                          SUPERSEDED SURVEY CONTROL
 NH1716
 NH1716  ELLIP H (05/28/98)  210.38   (m)                       GP(       ) 4 1
 NH1716  NAD 83(1991)-  42 36 52.95781(N)    089 02 49.03520(W) AD(       ) 1
 NH1716  ELLIP H (05/19/94)  176.96   (m)                       GP(       ) 4 1
 NH1716  NGVD 29 (05/19/94)  244.09   (m)          800.8    (f) LEVELING    3  
 NH1716
 NH1716.Superseded values are not recommended for survey control.
 NH1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1716.See file dsdata.txt to determine how the superseded data were derived.
 NH1716
 NH1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3211420061(NAD 83)
 NH1716_MARKER: DT = TOPOGRAPHIC STATION DISK
 NH1716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1716_SP_SET: CONCRETE POST
 NH1716_STAMPING: AP 1964 STA B
 NH1716_MARK LOGO: CGS   
 NH1716_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NH1716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1716+STABILITY: SURFACE MOTION
 NH1716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1716+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1993
 NH1716
 NH1716  HISTORY     - Date     Condition        Report By
 NH1716  HISTORY     - 1964     MONUMENTED       CGS
 NH1716  HISTORY     - 19930505 GOOD
 NH1716  HISTORY     - 19940601 GOOD             NGS
 NH1716  HISTORY     - 20010331 GOOD             NGS
 NH1716
 NH1716                          STATION DESCRIPTION
 NH1716
 NH1716'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 NH1716'STATION IS LOCATED AT THE ROCK COUNTY AIRPORT WHICH IS LOCATED ABOUT 3
 NH1716'MI (4.8 KM) S OF THE CENTER OF THE CITY OF JANESVILLE, WI WEST OF US
 NH1716'HIGHWAY 51 AND SOUTH OF ITS INTERSECTION WITH AVALON ROAD. STATION IS
 NH1716'LOCATED NEAR THE WEST END OF THE FIELD ABOUT 1300 FT (396.2 M) E OF
 NH1716'RUNWAY END 4 ON THE NORTH SIDE OF THE RUNWAY NORTHEAST OF AN FAA ILS
 NH1716'GLIDE SLOPE SITE.
 NH1716'TO REACH FROM THE TERMINAL BUILDING ON THE SOUTH SIDE OF THE AIRPORT
 NH1716'PROCEED VIA THE TAXIWAY RUNNING PARALLEL TO RUNWAY 4/22 FOR ABOUT 0.3
 NH1716'MI (0.5 KM) TO A TAXIWAY LEADING NORTHWEST.  TURN NORTHWEST ONTO
 NH1716'TAXIWAY, CROSS RUNWAY TO STATION ON LINE WITH THE WEST EDGE OF THE
 NH1716'TAXIWAY ADJACENT TO A WITNESS SIGN.
 NH1716'IT IS 106.7 FT (32.5 M) SW OF THE FIRST RUNWAY LIGHT (SHOWS WHITE)
 NH1716'NORTH OF THE PROJECTED CENTERLINE OF THE TAXIWAY LEADING TO THE
 NH1716'RUNWAY, 50.0 FT (15.2 M) NORTHWEST OF THE EDGE OF THE RUNWAY, 11.4 FT
 NH1716'(3.5 M) NE OF THE CENTER OF A CONCRETE CABLE MARKER AND 0.8 FT
 NH1716'(24.4 CM) SE OF A WITNESS SIGN.
 NH1716'ACCESS TO THE FIELD IS CONTROLLED.  CONTACT AIRPORT MANAGER, RONALD D.
 NH1716'BURDICK, AT 608-757-5768.
 NH1716
 NH1716                          STATION RECOVERY (1993)
 NH1716
 NH1716'RECOVERED 1993
 NH1716'RECOVERED IN GOOD CONDITION.
 NH1716
 NH1716                          STATION RECOVERY (1994)
 NH1716
 NH1716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (APF)
 NH1716'THE STATION IS ABOUT 1,300 FT NORTHEAST OF RUNWAY END 4, 106.7 FT
 NH1716'(32.5 M) SOUTHWEST OF RUNWAY LIGHT NO 70, 50.0 FT (15.2 M) NORTHWEST
 NH1716'OF THE EDGE OF THE RUNWAY, 11.4 FT (3.5 M) NORTHEAST OF THE CENTER OF
 NH1716'A CONCRETE COVER STENCILED (CABLE SPLICE) AND 0.8 FT (24.4 CM)
 NH1716'SOUTHEAST OF A METAL POST WITH A METAL WITNESS SIGN.  A STANDARD TOPO
 NH1716'DISK STAMPED---AP 1964 STA B---, AND SET IN THE TOP OF A CONCRETE POST
 NH1716'FLUSH WITH THE GROUND SURFACE.  AP 1964 STA B IS AN AZIMUTH MARK FOR
 NH1716'ROCK 1957.
 NH1716
 NH1716                          STATION RECOVERY (2001)
 NH1716
 NH1716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1716'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1714 ***********************************************************************
 NH1714  PACS        -  This is a Primary Airport Control Station.
 NH1714  DESIGNATION -  JVL ARP
 NH1714  PID         -  NH1714
 NH1714  STATE/COUNTY-  WI/ROCK
 NH1714  USGS QUAD   -  BELOIT (1976)
 NH1714
 NH1714                         *CURRENT SURVEY CONTROL
 NH1714  ___________________________________________________________________
 NH1714* NAD 83(1997)-  42 37 11.90521(N)    089 02 27.91604(W)     ADJUSTED  
 NH1714* NAVD 88     -       245.174  (meters)     804.38   (feet)  ADJUSTED  
 NH1714  ___________________________________________________________________
 NH1714  X           -      78,669.707 (meters)                     COMP
 NH1714  Y           -  -4,700,139.690 (meters)                     COMP
 NH1714  Z           -   4,296,674.260 (meters)                     COMP
 NH1714  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 NH1714  ELLIP HEIGHT-         211.39  (meters)          (04/28/99) GPS OBS
 NH1714  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 NH1714  DYNAMIC HT  -         245.102 (meters)     804.14  (feet)  COMP
 NH1714  MODELED GRAV-     980,321.2   (mgal)                       NAVD 88
 NH1714
 NH1714  HORZ ORDER  -  A
 NH1714  VERT ORDER  -  SECOND    CLASS I
 NH1714  ELLP ORDER  -  THIRD     CLASS I
 NH1714
 NH1714.This mark is at Rock County Airport (JVL)
 NH1714
 NH1714.The horizontal coordinates were established by GPS observations
 NH1714.and adjusted by the National Geodetic Survey in April 1999..
 NH1714
 NH1714.The orthometric height was determined by differential leveling
 NH1714.and adjusted by the National Geodetic Survey in February 2004..
 NH1714
 NH1714.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1714
 NH1714.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1714
 NH1714.The ellipsoidal height was determined by GPS observations
 NH1714.and is referenced to NAD 83.
 NH1714
 NH1714.The geoid height was determined by GEOID03.
 NH1714
 NH1714.The dynamic height is computed by dividing the NAVD 88
 NH1714.geopotential number by the normal gravity value computed on the
 NH1714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH1714.degrees latitude (g = 980.6199 gals.).
 NH1714
 NH1714.The modeled gravity was interpolated from observed gravity values.
 NH1714
 NH1714;                    North         East     Units Scale Factor Converg.
 NH1714;SPC WI S     -    69,326.645   678,670.992   MT  1.00002478   +0 39 31.9
 NH1714;SPC WI S     -   227,449.17  2,226,606.41   sFT  1.00002478   +0 39 31.9
 NH1714;UTM  16      - 4,720,634.264   332,609.693   MT  0.99994474   -1 22 56.7
 NH1714
 NH1714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1714!SPC WI S     -   0.99996685  x   1.00002478  =   0.99999163
 NH1714!UTM  16      -   0.99996685  x   0.99994474  =   0.99991159
 NH1714
 NH1714                          SUPERSEDED SURVEY CONTROL
 NH1714
 NH1714  ELLIP H (05/28/98)  211.49   (m)                       GP(       ) 4 1
 NH1714  NAD 83(1991)-  42 37 11.90480(N)    089 02 27.91370(W) AD(       ) B
 NH1714  ELLIP H (05/19/94)  178.02   (m)                       GP(       ) 4 1
 NH1714  NGVD 29 (05/19/94)  245.25   (m)          804.6    (f) LEVELING    3  
 NH1714
 NH1714.Superseded values are not recommended for survey control.
 NH1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1714.See file dsdata.txt to determine how the superseded data were derived.
 NH1714
 NH1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3261020634(NAD 83)
 NH1714_MARKER: DT = TOPOGRAPHIC STATION DISK
 NH1714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1714_SP_SET: CONCRETE POST
 NH1714_STAMPING: ARP 1964
 NH1714_MARK LOGO: CGS   
 NH1714_PROJECTION: FLUSH
 NH1714_MAGNETIC: N = NO MAGNETIC MATERIAL
 NH1714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1714+STABILITY: SURFACE MOTION
 NH1714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1714+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2005
 NH1714
 NH1714  HISTORY     - Date     Condition        Report By
 NH1714  HISTORY     - 1964     MONUMENTED       CGS
 NH1714  HISTORY     - 19930505 GOOD
 NH1714  HISTORY     - 19940601 GOOD             NGS
 NH1714  HISTORY     - 19971216 GOOD             NGS
 NH1714  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH1714  HISTORY     - 2002     GOOD             WIDT
 NH1714  HISTORY     - 20030606 GOOD             JCLS
 NH1714  HISTORY     - 20050422 GOOD             JCLS
 NH1714
 NH1714                          STATION DESCRIPTION
 NH1714
 NH1714'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 NH1714'STATION IS LOCATED AT THE ROCK COUNTY AIRPORT WHICH IS LOCATED ABOUT 3
 NH1714'MI (4.8 KM) S OF THE CENTER OF THE CITY OF JANESVILLE, WI WEST OF US
 NH1714'HIGHWAY 51 AND SOUTH OF ITS INTERSECTION WITH AVALON ROAD. STATION IS
 NH1714'LOCATED CENTER OF FIELD.
 NH1714'TO REACH FROM THE TERMINAL BUILDING ON THE SOUTH SIDE OF THE AIRPORT
 NH1714'PROCEED VIA TAXIWAYS TO THE INTERSECTION OF RUNWAYS 13/31 AND 4/22.
 NH1714'CROSS RUNWAY INTERSECTION THEN ON RUNWAY 4/22 TO A SERVICE ROAD JUST
 NH1714'NORTHEAST OF THE INTERSECTION AT THE NORTH EDGE OF RUNWAY 4/22 AND
 NH1714'THE STATION ON WEST SIDE OF SERVICE ROAD AND NORTH OF RUNWAY 4/22.
 NH1714'IT IS 372.3 FT (113.5 M) N OF THE INTERSECTION OF THE NORTHERLY EDGE
 NH1714'OF RUNWAYS, 202.0 FT (61.6 M) NW OF THE FIRST RUNWAY LIGHT (SHOWS
 NH1714'WHITE) NORTHEAST OF THE RUNWAY INTERSECTION, 133.95 FT (40.83 M) W OF
 NH1714'THE FIRST RUNWAY LIGHT NORTH OF SERVICE ROAD, AND 73.0 FT (22.3 M) W
 NH1714'OF THE CENTER OF THE SERVICE ROAD.
 NH1714'ACCESS TO THE FIELD IS CONTROLLED.  CONTACT AIRPORT MANAGER, RONALD D.
 NH1714'BURDICK, AT 608-757-5768.
 NH1714
 NH1714                          STATION RECOVERY (1993)
 NH1714
 NH1714'RECOVERED 1993
 NH1714'RECOVERED IN GOOD CONDITION.
 NH1714
 NH1714                          STATION RECOVERY (1994)
 NH1714
 NH1714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 NH1714'THE STATION IS IN QUADRANT FORMED BY THE INTERSECTION OF RUNWAYS 4-22
 NH1714'AND 13-31, 372.3 FT (113.5 M) NORTH OF THE INTERSECTION OF THE
 NH1714'NORTHERLY EDGES OF THE RUNWAYS, 202.0 FT (61.6 M) NORTHWEST OF RUNWAY
 NH1714'LIGHT NO 58, 133.95 FT (40.83 M) WEST OF RUNWAY LIGHT NO 57 AND 73.0
 NH1714'FT (22.3 M) WEST OF CENTER OF SERVICE ROAD TO CONTROL TOWER.  THE
 NH1714'STATION IS A STANDARD TOPO DISK STAMPED---ARP 1964---, SET IN THE TOP
 NH1714'OF A CONCRETE MONUMENT FLUSH WITH THE GROUND.
 NH1714
 NH1714                          STATION RECOVERY (1997)
 NH1714
 NH1714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 NH1714'NOTE--THIS IS THE PRIMARY AIRPORT CONTROL (PAC) STATION FOR
 NH1714'JANESVILLE/ROCK COUNTY (JVL) AIRPORT.  THE STATION IS LOCATED NEAR THE
 NH1714'SOUTH SIDE OF JANESVILLE AT THE ROCK COUNTY AIRPORT, NEAR THE CENTER
 NH1714'OF THE AIRFIELD, ALONG THE WEST SIDE OF AN ACCESS ROAD LEADING SOUTH
 NH1714'FROM THE CONTROL TOWER TO RUNWAY 4-22, AND IN THE NORTH QUADRANT OF
 NH1714'THE JUNCTION OF RUNWAYS 4-22 AND 13-31.  OWNERSHIP--ROCK COUNTY, 4084
 NH1714'SOUTH OAKHILL, JANESVILLE, WI 53545.  AIRPORT MANAGER IS RONALD
 NH1714'BURDICK.  PHONE 608-757-5768.  CONTROL TOWER PHONE IS 608-754-2611.
 NH1714'CALL AHEAD FOR PERMISSION TO OCCUPY THIS STATION AND ACCESS THROUGH
 NH1714'THE LOCKED GATE.  TO REACH FROM THE OVERPASS AT THE JUNCTION OF
 NH1714'COMBINED INTERSTATE HIGHWAYS 90 AND 94, AND U.S.  HIGHWAY 351 (EXIT
 NH1714'177) ABOUT 6 KM (3.70 MI) SOUTHEAST OF JANESVILLE, GO WEST ON HIGHWAY
 NH1714'351 (AVALON ROAD) FOR 2.4 MI (3.9 KM) TO THE JUNCTION OF U.S.  HIGHWAY
 NH1714'51.  TURN LEFT AND GO SOUTH ON HIGHWAY 51 FOR 0.45 MI (0.72 KM) TO A
 NH1714'PAVED ROAD RIGHT AT A CURVE TO THE LEFT IN THE HIGHWAY ALONG THE
 NH1714'NORTHEAST END OF THE AIRFIELD.  TURN RIGHT AND GO WEST ON KNILANS ROAD
 NH1714'FOR 0.8 KM (0.50 MI) TO A PAVED T-JUNCTION.  TURN LEFT AND GO SOUTH ON
 NH1714'OAK HILL ROAD FOR 0.72 KM (0.45 MI) TO A GATE NEAR THE SOUTHEAST SIDE
 NH1714'OF THE CONTROL TOWER.  CONTINUE SOUTH, PASSING THROUGH THE GATE, AND
 NH1714'ON AN ACCESS ROAD FOR 0.27 KM (0.15 MI) TO THE STATION ON THE RIGHT.
 NH1714'THE STATION IS SET IN THE TOP OF A 25 CM SQUARE CONCRETE POST RECESSED
 NH1714'2 CM.  IT IS, 75.9 M (249.0 FT) NORTH-NORTHEAST OF THE NORTH CORNER OF
 NH1714'RUNWAY SIGN 13-31, 65.3 M (214.2 FT) NORTHWEST OF THE CENTER OF RUNWAY
 NH1714'4-22, 54.5 M (178.8 FT) WEST OF RUNWAY LIGHT NUMBER 84 (3RD LIGHT
 NH1714'NORTHEAST OF THE JUNCTION OF THE RUNWAYS) , 61.5 M (201.8 FT)
 NH1714'NORTH-NORTHWEST OF RUNWAY LIGHT NUMBER 85 (2ND RUNWAY NORTHEAST OF THE
 NH1714'RUNWAYS JUNCTION) , 44.4 M (145.7 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST
 NH1714'CORNER OF THE STOP LINE SIGN ALONG THE ACCESS ROAD, AND 22.3 M (73.2
 NH1714'FT) WEST OF THE ACCESS ROAD CENTER.
 NH1714
 NH1714                          STATION RECOVERY (2001)
 NH1714
 NH1714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1714'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH1714
 NH1714                          STATION RECOVERY (2002)
 NH1714
 NH1714'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (DJH)
 NH1714'RECOVERED AS DESCRIBED.
 NH1714
 NH1714                          STATION RECOVERY (2003)
 NH1714
 NH1714'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 NH1714'RECOVERED IN GOOD CONDITION.
 NH1714
 NH1714                          STATION RECOVERY (2005)
 NH1714
 NH1714'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 NH1714'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0732 ***********************************************************************
 NH0732  DESIGNATION -  K
 NH0732  PID         -  NH0732
 NH0732  STATE/COUNTY-  WI/LAFAYETTE
 NH0732  USGS QUAD   -  WIOTA (1981)
 NH0732
 NH0732                         *CURRENT SURVEY CONTROL
 NH0732  ___________________________________________________________________
 NH0732* NAD 83(1986)-  42 44 54.     (N)    089 52 48.     (W)     SCALED    
 NH0732* NAVD 88     -       246.072  (meters)     807.32   (feet)  ADJUSTED  
 NH0732  ___________________________________________________________________
 NH0732  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 NH0732  DYNAMIC HT  -         245.997 (meters)     807.08  (feet)  COMP
 NH0732  MODELED GRAV-     980,310.3   (mgal)                       NAVD 88
 NH0732
 NH0732  VERT ORDER  -  FIRST     CLASS II
 NH0732
 NH0732.The horizontal coordinates were scaled from a topographic map and have
 NH0732.an estimated accuracy of +/- 6 seconds.
 NH0732
 NH0732.The orthometric height was determined by differential leveling
 NH0732.and adjusted by the National Geodetic Survey in June 1991..
 NH0732
 NH0732.The geoid height was determined by GEOID03.
 NH0732
 NH0732.The dynamic height is computed by dividing the NAVD 88
 NH0732.geopotential number by the normal gravity value computed on the
 NH0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0732.degrees latitude (g = 980.6199 gals.).
 NH0732
 NH0732.The modeled gravity was interpolated from observed gravity values.
 NH0732
 NH0732;                    North         East    Units  Estimated Accuracy
 NH0732;SPC WI S     -    83,140.      609,830.      MT  (+/- 180 meters Scaled)
 NH0732
 NH0732                          SUPERSEDED SURVEY CONTROL
 NH0732
 NH0732  NGVD 29 (??/??/92)  246.166  (m)          807.63   (f) ADJ UNCH    1 2
 NH0732
 NH0732.Superseded values are not recommended for survey control.
 NH0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0732.See file dsdata.txt to determine how the superseded data were derived.
 NH0732
 NH0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN642368(NAD 83)
 NH0732_MARKER: DB = BENCH MARK DISK
 NH0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0732_STAMPING: K 1920
 NH0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0732+STABILITY: SURFACE MOTION
 NH0732
 NH0732  HISTORY     - Date     Condition        Report By
 NH0732  HISTORY     - 1920     MONUMENTED       CGS
 NH0732  HISTORY     - 1961     MARK NOT FOUND   USGS
 NH0732  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 NH0732
 NH0732                          STATION DESCRIPTION
 NH0732
 NH0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1920
 NH0732'3.8 MI N FROM ARGYLE.
 NH0732'3-3/4 MI N ALONG THE ABANDONED ILLINOIS CENTRAL RR FROM ARGYLE,
 NH0732'LAFAYETTE COUNTY, OPPOSITE THE FARM BUILDINGS OF JAKE ANDRICK,
 NH0732'45 FT N OF THE N END OF BRIDGE V 31-5 AND 22 FT W OF THE E
 NH0732'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED K 1920 AND SET
 NH0732'IN THE TOP OF A CONCRETE POST.
 NH0732
 NH0732                          STATION RECOVERY (1961)
 NH0732
 NH0732'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 NH0732'MARK NOT FOUND.
 NH0732
 NH0732                          STATION RECOVERY (1998)
 NH0732
 NH0732'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH0732'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0174 ***********************************************************************
 ON0174  DESIGNATION -  K 10
 ON0174  PID         -  ON0174
 ON0174  STATE/COUNTY-  WI/LA CROSSE
 ON0174  USGS QUAD   -  WEST SALEM (1993)
 ON0174
 ON0174                         *CURRENT SURVEY CONTROL
 ON0174  ___________________________________________________________________
 ON0174* NAD 83(1986)-  43 53 41.     (N)    091 04 50.     (W)     SCALED    
 ON0174* NAVD 88     -       226.203  (meters)     742.13   (feet)  ADJUSTED  
 ON0174  ___________________________________________________________________
 ON0174  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 ON0174  DYNAMIC HT  -         226.161 (meters)     742.00  (feet)  COMP
 ON0174  MODELED GRAV-     980,426.7   (mgal)                       NAVD 88
 ON0174
 ON0174  VERT ORDER  -  FIRST     CLASS II
 ON0174
 ON0174.The horizontal coordinates were scaled from a topographic map and have
 ON0174.an estimated accuracy of +/- 6 seconds.
 ON0174
 ON0174.The orthometric height was determined by differential leveling
 ON0174.and adjusted by the National Geodetic Survey in June 1991..
 ON0174
 ON0174.The geoid height was determined by GEOID03.
 ON0174
 ON0174.The dynamic height is computed by dividing the NAVD 88
 ON0174.geopotential number by the normal gravity value computed on the
 ON0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0174.degrees latitude (g = 980.6199 gals.).
 ON0174
 ON0174.The modeled gravity was interpolated from observed gravity values.
 ON0174
 ON0174;                    North         East    Units  Estimated Accuracy
 ON0174;SPC WI S     -   211,050.      513,190.      MT  (+/- 180 meters Scaled)
 ON0174
 ON0174                          SUPERSEDED SURVEY CONTROL
 ON0174
 ON0174  NGVD 29 (??/??/92)  226.216  (m)          742.18   (f) ADJ UNCH    1 2
 ON0174
 ON0174.Superseded values are not recommended for survey control.
 ON0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0174.See file dsdata.txt to determine how the superseded data were derived.
 ON0174
 ON0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ541619(NAD 83)
 ON0174_MARKER: DB = BENCH MARK DISK
 ON0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0174_STAMPING: K 10 1930
 ON0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0174+STABILITY: SURFACE MOTION
 ON0174
 ON0174  HISTORY     - Date     Condition        Report By
 ON0174  HISTORY     - 1930     MONUMENTED       CGS
 ON0174  HISTORY     - 1935     GOOD             NGS
 ON0174  HISTORY     - 1985     MARK NOT FOUND   NGS
 ON0174
 ON0174                          STATION DESCRIPTION
 ON0174
 ON0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 ON0174'AT WEST SALEM.
 ON0174'AT WEST SALEM, LA CROSSE COUNTY, IN A GRASS PLOT, 60 FEET SOUTH OF
 ON0174'THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION,
 ON0174'51 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CHICAGO AND
 ON0174'NORTH WESTERN RAILWAY STATION, 27 FEET SOUTH OF THE SOUTH RAIL OF
 ON0174'THE C.M.ST.P. AND P.R.R., AND 25 FEET NORTH OF THE NORTH RAIL OF
 ON0174'THE C. AND N.W.RY.  A STANDARD DISK STAMPED 742.177 K 10 1930 AND
 ON0174'SET IN THE TOP OF A CONCRETE POST.
 ON0174
 ON0174                          STATION RECOVERY (1935)
 ON0174
 ON0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 ON0174'RECOVERED IN GOOD CONDITION.
 ON0174
 ON0174                          STATION RECOVERY (1985)
 ON0174
 ON0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ON0174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0379 ***********************************************************************
 OM0379  DESIGNATION -  K 100
 OM0379  PID         -  OM0379
 OM0379  STATE/COUNTY-  WI/COLUMBIA
 OM0379  USGS QUAD   -  PORTAGE (1984)
 OM0379
 OM0379                         *CURRENT SURVEY CONTROL
 OM0379  ___________________________________________________________________
 OM0379* NAD 83(1986)-  43 31 28.     (N)    089 25 40.     (W)     SCALED    
 OM0379* NAVD 88     -       238.815  (meters)     783.51   (feet)  ADJUSTED  
 OM0379  ___________________________________________________________________
 OM0379  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 OM0379  DYNAMIC HT  -         238.756 (meters)     783.32  (feet)  COMP
 OM0379  MODELED GRAV-     980,368.6   (mgal)                       NAVD 88
 OM0379
 OM0379  VERT ORDER  -  SECOND    CLASS 0
 OM0379
 OM0379.The horizontal coordinates were scaled from a topographic map and have
 OM0379.an estimated accuracy of +/- 6 seconds.
 OM0379
 OM0379.The orthometric height was determined by differential leveling
 OM0379.and adjusted by the National Geodetic Survey in June 1991..
 OM0379
 OM0379.The geoid height was determined by GEOID03.
 OM0379
 OM0379.The dynamic height is computed by dividing the NAVD 88
 OM0379.geopotential number by the normal gravity value computed on the
 OM0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0379.degrees latitude (g = 980.6199 gals.).
 OM0379
 OM0379.The modeled gravity was interpolated from observed gravity values.
 OM0379
 OM0379;                    North         East    Units  Estimated Accuracy
 OM0379;SPC WI S     -   169,510.      646,260.      MT  (+/- 180 meters Scaled)
 OM0379
 OM0379                          SUPERSEDED SURVEY CONTROL
 OM0379
 OM0379  NGVD 29 (??/??/92)  238.857  (m)          783.65   (f) ADJ UNCH    2 0
 OM0379
 OM0379.Superseded values are not recommended for survey control.
 OM0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0379.See file dsdata.txt to determine how the superseded data were derived.
 OM0379
 OM0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP038219(NAD 83)
 OM0379_MARKER: DB = BENCH MARK DISK
 OM0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0379_STAMPING: K-100 1934
 OM0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0379+STABILITY: SURFACE MOTION
 OM0379
 OM0379  HISTORY     - Date     Condition        Report By
 OM0379  HISTORY     - 1934     MONUMENTED       CGS
 OM0379  HISTORY     - 1961     MARK NOT FOUND   USGS
 OM0379  HISTORY     - 20001010 MARK NOT FOUND   WIDT
 OM0379
 OM0379                          STATION DESCRIPTION
 OM0379
 OM0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0379'1.5 MI SE FROM PORTAGE.
 OM0379'1.5 MILES SOUTHEAST OF DEPOT AT ALONG THE CHICAGO, MILWAUKEE,
 OM0379'ST PAUL AND PACIFIC RAILROAD, 110 FEET SOUTHEAST OF 3 FOOT TILE
 OM0379'CULVERT 425.  SET IN POST, 3 FEET BELOW RAIL TOP, 3 FEET OUTSIDE
 OM0379'RIGHT OF WAY FENCE AND 37 FEET SOUTHWEST OF CENTERLINE OF TRACK.
 OM0379'NOTE-- DESCRIPTION PLACES POST UNDER TWO OR THREE FEET OF SAND
 OM0379'FILL.
 OM0379
 OM0379                          STATION RECOVERY (1961)
 OM0379
 OM0379'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 OM0379'MARK NOT FOUND.
 OM0379
 OM0379                          STATION RECOVERY (2000)
 OM0379
 OM0379'RECOVERY NOTE BY WI DEPT OF TRANSP 2000 (DJH)
 OM0379'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0423 ***********************************************************************
 OM0423  DESIGNATION -  K 101
 OM0423  PID         -  OM0423
 OM0423  STATE/COUNTY-  WI/DANE
 OM0423  USGS QUAD   -  MADISON WEST (1983)
 OM0423
 OM0423                         *CURRENT SURVEY CONTROL
 OM0423  ___________________________________________________________________
 OM0423* NAD 83(1986)-  43 00 57.     (N)    089 23 28.     (W)     SCALED    
 OM0423* NAVD 88     -       270.142  (meters)     886.29   (feet)  ADJUSTED  
 OM0423  ___________________________________________________________________
 OM0423  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 OM0423  DYNAMIC HT  -         270.069 (meters)     886.05  (feet)  COMP
 OM0423  MODELED GRAV-     980,345.0   (mgal)                       NAVD 88
 OM0423
 OM0423  VERT ORDER  -  SECOND    CLASS 0
 OM0423
 OM0423.The horizontal coordinates were scaled from a topographic map and have
 OM0423.an estimated accuracy of +/- 6 seconds.
 OM0423
 OM0423.The orthometric height was determined by differential leveling
 OM0423.and adjusted by the National Geodetic Survey in June 1991..
 OM0423
 OM0423.The geoid height was determined by GEOID03.
 OM0423
 OM0423.The dynamic height is computed by dividing the NAVD 88
 OM0423.geopotential number by the normal gravity value computed on the
 OM0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0423.degrees latitude (g = 980.6199 gals.).
 OM0423
 OM0423.The modeled gravity was interpolated from observed gravity values.
 OM0423
 OM0423;                    North         East    Units  Estimated Accuracy
 OM0423;SPC WI S     -   113,030.      649,630.      MT  (+/- 180 meters Scaled)
 OM0423
 OM0423                          SUPERSEDED SURVEY CONTROL
 OM0423
 OM0423  NGVD 29 (??/??/92)  270.202  (m)          886.49   (f) ADJ UNCH    2 0
 OM0423
 OM0423.Superseded values are not recommended for survey control.
 OM0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0423.See file dsdata.txt to determine how the superseded data were derived.
 OM0423
 OM0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN051653(NAD 83)
 OM0423_MARKER: DB = BENCH MARK DISK
 OM0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0423_STAMPING: K-101 1934
 OM0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0423+STABILITY: SURFACE MOTION
 OM0423
 OM0423  HISTORY     - Date     Condition        Report By
 OM0423  HISTORY     - 1934     MONUMENTED       CGS
 OM0423  HISTORY     - 1943     GOOD             CNWRR
 OM0423
 OM0423                          STATION DESCRIPTION
 OM0423
 OM0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0423'4.4 MI S FROM MADISON.
 OM0423'4.4 MILES SOUTH OF DEPOT ALONG THE CHICAGO AND NORTHWESTERN
 OM0423'RAILROAD AT PUBLIC CROSSING.  SET IN POST AT RAIL TOP, 14 FEET
 OM0423'WEST OF FENCE, 33 FEET EAST OF CENTERLINE OF EAST TRACK AND 33
 OM0423'FEET SOUTH OF CENTERLINE OF CROSSING.  NOTE-- 31 FEET SOUTH OF
 OM0423'CENTERLINE OF ROAD CROSSING, 35 FEET EAST OF CENTERLINE OF
 OM0423'SOUTHBOUND MAIN TRACK.
 OM0423
 OM0423                          STATION RECOVERY (1943)
 OM0423
 OM0423'RECOVERY NOTE BY CHICAGO AND NORTH WESTERN RAILROAD 1943
 OM0423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0295 ***********************************************************************
 NH0295  DESIGNATION -  K 102
 NH0295  PID         -  NH0295
 NH0295  STATE/COUNTY-  WI/JEFFERSON
 NH0295  USGS QUAD   -  FORT ATKINSON (1971)
 NH0295
 NH0295                         *CURRENT SURVEY CONTROL
 NH0295  ___________________________________________________________________
 NH0295* NAD 83(1986)-  42 53 07.     (N)    088 52 26.     (W)     SCALED    
 NH0295* NAVD 88     -       251.285  (meters)     824.42   (feet)  ADJUSTED  
 NH0295  ___________________________________________________________________
 NH0295  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 NH0295  DYNAMIC HT  -         251.217 (meters)     824.20  (feet)  COMP
 NH0295  MODELED GRAV-     980,345.3   (mgal)                       NAVD 88
 NH0295
 NH0295  VERT ORDER  -  SECOND    CLASS 0
 NH0295
 NH0295.The horizontal coordinates were scaled from a topographic map and have
 NH0295.an estimated accuracy of +/- 6 seconds.
 NH0295
 NH0295.The orthometric height was determined by differential leveling
 NH0295.and adjusted by the National Geodetic Survey in June 1991..
 NH0295
 NH0295.The geoid height was determined by GEOID03.
 NH0295
 NH0295.The dynamic height is computed by dividing the NAVD 88
 NH0295.geopotential number by the normal gravity value computed on the
 NH0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0295.degrees latitude (g = 980.6199 gals.).
 NH0295
 NH0295.The modeled gravity was interpolated from observed gravity values.
 NH0295
 NH0295;                    North         East    Units  Estimated Accuracy
 NH0295;SPC WI S     -    98,970.      691,990.      MT  (+/- 180 meters Scaled)
 NH0295
 NH0295                          SUPERSEDED SURVEY CONTROL
 NH0295
 NH0295  NGVD 29 (??/??/92)  251.351  (m)          824.64   (f) ADJ UNCH    2 0
 NH0295
 NH0295.Superseded values are not recommended for survey control.
 NH0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0295.See file dsdata.txt to determine how the superseded data were derived.
 NH0295
 NH0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN469497(NAD 83)
 NH0295_MARKER: DB = BENCH MARK DISK
 NH0295_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NH0295_SP_SET: CULVERT
 NH0295_STAMPING: K 102 1934
 NH0295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0295
 NH0295  HISTORY     - Date     Condition        Report By
 NH0295  HISTORY     - 1934     MONUMENTED       CGS
 NH0295  HISTORY     - 1961     MARK NOT FOUND   NGS
 NH0295
 NH0295                          STATION DESCRIPTION
 NH0295
 NH0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 NH0295'3.3 MI S FROM FORT ATKINSON.
 NH0295'3.3 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NH0295'THE STATION AT FORT ATKINSON, JEFFERSON COUNTY, 6 POLES NORTH
 NH0295'OF MILEPOLE 108, 66 FEET EAST OF THE CENTERLINE OF THE TRACK,
 NH0295'AT A 2- FOOT CONCRETE BOX HIGHWAY CULVERT, IN THE TOP OF THE
 NH0295'SOUTH END OF THE WEST HEADWALL, 19 FEET WEST OF THE CENTERLINE
 NH0295'OF THE HIGHWAY, AND LEVEL WITH THE RAIL.  A STANDARD DISK,
 NH0295'STAMPED K 102 1934.  NOTE-- CULVERT PROBABLY COVERED WITH DIRT
 NH0295'FROM NEW ROAD CONSTRUCTION.  EAST END OF CULVERT STILL INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0233 ***********************************************************************
 OM0233  DESIGNATION -  K 103
 OM0233  PID         -  OM0233
 OM0233  STATE/COUNTY-  WI/DODGE
 OM0233  USGS QUAD   -  CLYMAN (1980)
 OM0233
 OM0233                         *CURRENT SURVEY CONTROL
 OM0233  ___________________________________________________________________
 OM0233* NAD 83(1986)-  43 22 05.     (N)    088 42 29.     (W)     SCALED    
 OM0233* NAVD 88     -       272.999  (meters)     895.66   (feet)  ADJUSTED  
 OM0233  ___________________________________________________________________
 OM0233  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 OM0233  DYNAMIC HT  -         272.933 (meters)     895.45  (feet)  COMP
 OM0233  MODELED GRAV-     980,370.5   (mgal)                       NAVD 88
 OM0233
 OM0233  VERT ORDER  -  SECOND    CLASS I
 OM0233
 OM0233.The horizontal coordinates were scaled from a topographic map and have
 OM0233.an estimated accuracy of +/- 6 seconds.
 OM0233
 OM0233.The orthometric height was determined by differential leveling
 OM0233.and adjusted by the National Geodetic Survey in June 1991..
 OM0233
 OM0233.The geoid height was determined by GEOID03.
 OM0233
 OM0233.The dynamic height is computed by dividing the NAVD 88
 OM0233.geopotential number by the normal gravity value computed on the
 OM0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0233.degrees latitude (g = 980.6199 gals.).
 OM0233
 OM0233.The modeled gravity was interpolated from observed gravity values.
 OM0233
 OM0233;                    North         East    Units  Estimated Accuracy
 OM0233;SPC WI S     -   152,790.      704,700.      MT  (+/- 180 meters Scaled)
 OM0233
 OM0233                          SUPERSEDED SURVEY CONTROL
 OM0233
 OM0233  NGVD 29 (??/??/92)  273.049  (m)          895.83   (f) ADJ UNCH    2 0
 OM0233
 OM0233.Superseded values are not recommended for survey control.
 OM0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0233.See file dsdata.txt to determine how the superseded data were derived.
 OM0233
 OM0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP616031(NAD 83)
 OM0233_MARKER: DB = BENCH MARK DISK
 OM0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0233_STAMPING: K 103 1934
 OM0233_MARK LOGO: CGS   
 OM0233_PROJECTION: FLUSH
 OM0233_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0233+STABILITY: SURFACE MOTION
 OM0233_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0233+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2006
 OM0233
 OM0233  HISTORY     - Date     Condition        Report By
 OM0233  HISTORY     - 1934     MONUMENTED       CGS
 OM0233  HISTORY     - 1976     MARK NOT FOUND   USGS
 OM0233  HISTORY     - 19980706 GOOD             WIDT
 OM0233  HISTORY     - 2001     GOOD             WIDT
 OM0233  HISTORY     - 20030816 GOOD             USPSQD
 OM0233  HISTORY     - 20040630 GOOD             WIDT
 OM0233  HISTORY     - 20060908 GOOD             USPSQD
 OM0233
 OM0233                          STATION DESCRIPTION
 OM0233
 OM0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0233'3 MI S FROM JUNEAU.
 OM0233'3 MILES SOUTH OF DODGE CTY CH ALONG THE CHICAGO AND NORTHWESTERN
 OM0233'RAILROAD, 1 1/2 POLES SOUTH OF MILEPOST 143, AT GRADE CROSSING.
 OM0233'SET IN CONCRETE POST 51 FEET WEST OF THE CENTER LINE OF THE TRACK,
 OM0233'6.5 FEET EAST OF RIGHT-OF-WAY FENCE, 75 FEET SOUTH OF THE CENTER
 OM0233'LINE OF THE CROSSING, 3 FEET ABOVE THE RAIL LEVEL.
 OM0233
 OM0233                          STATION RECOVERY (1976)
 OM0233
 OM0233'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 OM0233'MARK NOT FOUND.
 OM0233
 OM0233                          STATION RECOVERY (1998)
 OM0233
 OM0233'RECOVERY NOTE BY WI DEPT OF TRANSP 1998 (GRS)
 OM0233'THE STATION IS LOCATED APPROXIMATELY 14.5 KM (9.00 MI) SOUTHEAST OF
 OM0233'BEAVER DAM, AND 2.6 MI (4.2 KM) SOUTH OF JUNEAU IN THE SOUTHWEST
 OM0233'QUADRANT OF THE JUNCTION OF GUBIN ROAD WITH THE WILD GOOSE STATE
 OM0233'TRAIL.  OWNERSHIP--WISCONSIN DEPARTMENT OF NATURAL RESOURCES.  TO
 OM0233'REACH THE STATION FROM THE DODGE COUNTY COURT HOUSE AT THE
 OM0233'INTERSECTION OF STATE HIGHWAY 26 (MAIN STREET) AND COUNTY HIGHWAY W
 OM0233'WITH COUNTY HIGHWAY S (EAST CENTER STREET) IN THE CITY OF JUNEAU, GO
 OM0233'SOUTH ON STATE HIGHWAY 26 (MAIN STREET) AND COUNTY HIGHWAY W AND
 OM0233'COUNTY HIGHWAY S (SOUTH) FOR 0.3 KM (0.20 MI) TO WHERE STATE HIGHWAY
 OM0233'26 AND COUNTY HIGHWAY S TURNS TO THE WEST, STATE HIGHWAY 115 IS TO THE
 OM0233'EAST AND COUNTY HIGHWAY W CONTINUES TO THE SOUTH, CONTINUE SOUTH ON
 OM0233'COUNTY HIGHWAY W FOR 4.10 KM (2.55 MI) TO GUBIN ROAD ON THE LEFT, TURN
 OM0233'LEFT AND GO EAST ON GUBIN ROAD FOR 0.6 KM (0.35 MI) ROAD TO THE
 OM0233'STATION ON THE RIGHT.  THE STATION IS A BRONZE CGS BENCH MARK DISK
 OM0233'STAMPED --K 103 1934-- AND SET IN THE TOP OF A 24-CM (9-INCH) SQUARE
 OM0233'CONCRETE POST LEVEL WITH THE GROUND AND APPROXIMATELY 1 M (3.3 FT)
 OM0233'ABOVE THE TRAIL.  THE STATION IS APPROXIAMTELY 20 M (65.6 FT) SOUTH OF
 OM0233'THE CENTERLINE OF GUBIN ROAD, 15.0 M (49.2 FT) WEST OF THE CENTERLINE
 OM0233'OF THE TRAIL, 13.5 M (44.3 FT) SOUTHWEST OF WOODEN POST FOR AT-T
 OM0233'BURIED FIBER-OPTIC CABLE SIGN 144, AND 4.3 M (14.1 FT) WEST OF AN
 OM0233'ORANGE FIBERGLASS WITNESS POST.  ---NOTE---VISIBLE OBSTRUCTIONS AT
 OM0233'THIS STATION ARE TREES IN ALL QUADRANTS EXTENDING TO MORE THAN 85
 OM0233'DEGREES ABOVE THE HORIZON.
 OM0233
 OM0233                          STATION RECOVERY (2001)
 OM0233
 OM0233'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OM0233'THE STATION IS LOCATED ABOUT 15 KM SOUTHEAST OF BEAVER DAM AND 5 KM
 OM0233'SOUTH OF JUNEAU. OWNERSHIP--TOWN OF JUNEAU.  TO REACH THE STATION
 OM0233'FROM THE JUNCTION OF STATE HIGHWAY 115 (EAST OAK STREET) WITH STATE
 OM0233'HIGHWAY 26 (WEST OAK STREET) AND COUNTY HIGHWAY W (MAIN STREET) IN
 OM0233'THE CITY OF JUNEAU, GO NORTH ON COUNTY HIGHWAY W (MAIN STREET) FOR
 OM0233'4.2 KM TO GUBIN ROAD, TURN RIGHT AND TO EAST ON GUBIN ROAD FOR 0.6 KM
 OM0233'TO THE WILD GOOSE BIKE TRAIL AND THE STATION ON THE RIGHT.  THE
 OM0233'STATION IS A BRONZE US COAST AND GEODETIC SURVEY BENCHMARK DISK SET
 OM0233'IN THE TOP OF A 21-CM SQUARE POST ABOUT LEVEL WITH THE BIKE TRAIL.
 OM0233'THE STATION IS 23.2 M SOUTH OF THE CENTERLINE OF GUBIN ROAD, 18.3 M
 OM0233'SOUTHWEST OF A TELEPHONE PEDISTAL, 14.8 M WEST OF THE CENTERLINE OF
 OM0233'THE WILD GOOSE BIKE TRAIL, 13.5 M SOUTHWEST OF A LARGE WOODEN POLE
 OM0233'--144--, AND 1 M SOUTHEAST OF A GROUP OF TREES.  ---NOTE---THE
 OM0233'STATION IS 0.6 M EAST OF AN ORANGE FIBERGLASS WITNESS POST.
 OM0233'---NOTE2---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO
 OM0233'TREES OVERHEAD.
 OM0233
 OM0233                          STATION RECOVERY (2003)
 OM0233
 OM0233'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0233'RECOVERED IN GOOD CONDITION.  NOTE-- THERE IS FLORESCENT PINK RIBBON
 OM0233'TIED TO TREE BRANCHES AND TO THE ORANGE WITNESS POST.
 OM0233
 OM0233                          STATION RECOVERY (2004)
 OM0233
 OM0233'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 OM0233'RECOVERED AS DESCRIBED AND TWO WITNESS POSTS ADDED.  1 M SOUTHWEST, 1
 OM0233'M NORTHWEST OF WHITE PLASTIC WITNESS POSTS, 0.6 M EAST OF ORANGE
 OM0233'CARSONITE WITNESS POST.
 OM0233
 OM0233                          STATION RECOVERY (2006)
 OM0233
 OM0233'RECOVERY NOTE BY US POWER SQUADRON 2006
 OM0233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0282 ***********************************************************************
 OM0282  DESIGNATION -  K 104
 OM0282  PID         -  OM0282
 OM0282  STATE/COUNTY-  WI/DODGE
 OM0282  USGS QUAD   -  HORICON (1980)
 OM0282
 OM0282                         *CURRENT SURVEY CONTROL
 OM0282  ___________________________________________________________________
 OM0282* NAD 83(1986)-  43 29 07.     (N)    088 42 09.     (W)     SCALED    
 OM0282* NAVD 88     -       278.153  (meters)     912.57   (feet)  ADJUSTED  
 OM0282  ___________________________________________________________________
 OM0282  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 OM0282  DYNAMIC HT  -         278.088 (meters)     912.36  (feet)  COMP
 OM0282  MODELED GRAV-     980,380.1   (mgal)                       NAVD 88
 OM0282
 OM0282  VERT ORDER  -  SECOND    CLASS 0
 OM0282
 OM0282.The horizontal coordinates were scaled from a topographic map and have
 OM0282.an estimated accuracy of +/- 6 seconds.
 OM0282
 OM0282.The orthometric height was determined by differential leveling
 OM0282.and adjusted by the National Geodetic Survey in June 1991..
 OM0282
 OM0282.The geoid height was determined by GEOID03.
 OM0282
 OM0282.The dynamic height is computed by dividing the NAVD 88
 OM0282.geopotential number by the normal gravity value computed on the
 OM0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0282.degrees latitude (g = 980.6199 gals.).
 OM0282
 OM0282.The modeled gravity was interpolated from observed gravity values.
 OM0282
 OM0282;                    North         East    Units  Estimated Accuracy
 OM0282;SPC WI S     -   165,820.      704,950.      MT  (+/- 180 meters Scaled)
 OM0282
 OM0282                          SUPERSEDED SURVEY CONTROL
 OM0282
 OM0282  NGVD 29 (??/??/92)  278.198  (m)          912.72   (f) ADJ UNCH    2 0
 OM0282
 OM0282.Superseded values are not recommended for survey control.
 OM0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0282.See file dsdata.txt to determine how the superseded data were derived.
 OM0282
 OM0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP623161(NAD 83)
 OM0282_MARKER: DB = BENCH MARK DISK
 OM0282_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OM0282_SP_SET: IN A CONCRETE CULVERT HEADWALL
 OM0282_STAMPING: K 104 1934
 OM0282_MARK LOGO: CGS   
 OM0282_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM0282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0282_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0282+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2004
 OM0282
 OM0282  HISTORY     - Date     Condition        Report By
 OM0282  HISTORY     - 1934     MONUMENTED       CGS
 OM0282  HISTORY     - 19990713 GOOD             WIDT
 OM0282  HISTORY     - 20030813 GOOD             USPSQD
 OM0282  HISTORY     - 20040614 GOOD             WIDT
 OM0282
 OM0282                          STATION DESCRIPTION
 OM0282
 OM0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0282'1.5 MI S FROM BURNETT.
 OM0282'1.5 MILES SOUTH OF DEPOT ALONG THE CHICAGO AND NORTHWESTERN
 OM0282'RAILROAD AT CULVERT 248, 5 POLES NORTH OF MILEPOLE CHI. 151.
 OM0282'SET 3 FEET NORTH OF THE SOUTH END OF THE WEST HEADWALL.
 OM0282
 OM0282                          STATION RECOVERY (1999)
 OM0282
 OM0282'RECOVERY NOTE BY WI DEPT OF TRANSP 1999 (DJH)
 OM0282'THE STATION IS LOCATED ABOUT 12.9 KM (8.00 MI) EAST OF BEAVER DAM AND
 OM0282'8.0 KM (4.95 MI) NORTHWEST OF HORICON.  0WNERSHIP--WISCONSIN
 OM0282'DEPARTMENT OF NATURAL RESOURCES.  TO REACH THE STATION FROM THE
 OM0282'JUNCTION OF STATE HIGHWAY 26 WITH STATE HIGHWAY 33, APPROXIMATELY 4.0
 OM0282'KM (2.50 MI) NORTH OF THE CITY OF JUNEAU, GO NORTH ON STATE HIGHWAY 26
 OM0282'FOR 4.9 KM (3.05 MI) TO SWAN ROAD, TURN RIGHT AND GO EAST ON SWAN ROAD
 OM0282'FOR 0.08 KM (0.05 MI) TO WILD GOOSE STATE TRAIL, TURN RIGHT AND GO
 OM0282'SOUTH ON WILD GOOSE STATE TRAIL FOR 0.4 KM (0.25 MI) TO THE STATION ON
 OM0282'THE RIGHT.  THE STATION IS A BRONZE CGS BENCH MARK DISK STAMPED --K
 OM0282'104 1934-- AND SET IN THE TOP OF A CONCRETE CULVERT ABOUT 10 CM (4
 OM0282'INCHES) BELOW THE TRAIL.  THE STATION IS 2.8 M (9.2 FT) WEST OF THE
 OM0282'CENTERLINE OF WILD GOOSE STATE TRAIL, 6.7 M (22.0 FT) SOUTH-SOUTHEAST
 OM0282'OF A STEEL POST FOR BURIED AT-T FIBER-OPTIC CABLE SIGN --211--, 6.1 M
 OM0282'(20.0 FT) NORTH-NORTHEAST OF A STEEL POST FOR BURIED AT-T FIBER-OPTIC
 OM0282'CABLE SIGN --212--, 5.6 M (18.4 FT) WEST OF THE EAST FACE OF THE
 OM0282'CULVERT, 2.9 M (9.5 FT) ABOVE THE INVERT OF THE CULVERT, 0.98 M (3.22
 OM0282'FT) NORTH OF THE SOUTH SIDE OF THE CULVERT, AND 0.19 M (0.62 FT) EAST
 OM0282'OF THE WEST FACE OF THE CULVERT. ---NOTE---VISIBLE OBSTRUCTIONS AT
 OM0282'THIS STATION ARE TREES IN ALL QUADRANTS EXTENDING TO MORE THAN 85
 OM0282'DEGREES ABOVE THE HORIZON.
 OM0282
 OM0282                          STATION RECOVERY (2003)
 OM0282
 OM0282'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0282'RECOVERED IN GOOD CONDITION.
 OM0282
 OM0282                          STATION RECOVERY (2004)
 OM0282
 OM0282'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 OM0282'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0188 ***********************************************************************
 OM0188  DESIGNATION -  K 105
 OM0188  PID         -  OM0188
 OM0188  STATE/COUNTY-  WI/FOND DU LAC
 OM0188  USGS QUAD   -  WAUPUN NORTH (1980)
 OM0188
 OM0188                         *CURRENT SURVEY CONTROL
 OM0188  ___________________________________________________________________
 OM0188* NAD 83(1986)-  43 38 13.     (N)    088 44 05.     (W)     SCALED    
 OM0188* NAVD 88     -       270.106  (meters)     886.17   (feet)  ADJUSTED  
 OM0188  ___________________________________________________________________
 OM0188  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 OM0188  DYNAMIC HT  -         270.044 (meters)     885.97  (feet)  COMP
 OM0188  MODELED GRAV-     980,384.7   (mgal)                       NAVD 88
 OM0188
 OM0188  VERT ORDER  -  SECOND    CLASS I
 OM0188
 OM0188.The horizontal coordinates were scaled from a topographic map and have
 OM0188.an estimated accuracy of +/- 6 seconds.
 OM0188
 OM0188.The orthometric height was determined by differential leveling
 OM0188.and adjusted by the National Geodetic Survey in October 2000..
 OM0188.No vertical observational check was made to the station.
 OM0188
 OM0188.The geoid height was determined by GEOID03.
 OM0188
 OM0188.The dynamic height is computed by dividing the NAVD 88
 OM0188.geopotential number by the normal gravity value computed on the
 OM0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0188.degrees latitude (g = 980.6199 gals.).
 OM0188
 OM0188.The modeled gravity was interpolated from observed gravity values.
 OM0188
 OM0188;                    North         East    Units  Estimated Accuracy
 OM0188;SPC WI S     -   182,630.      702,090.      MT  (+/- 180 meters Scaled)
 OM0188
 OM0188                          SUPERSEDED SURVEY CONTROL
 OM0188
 OM0188  NAVD 88 (06/15/91)  270.092  (m)          886.13   (f) UNKNOWN     2 0
 OM0188  NGVD 29 (??/??/92)  270.132  (m)          886.26   (f) ADJ UNCH    2 0
 OM0188
 OM0188.Superseded values are not recommended for survey control.
 OM0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0188.See file dsdata.txt to determine how the superseded data were derived.
 OM0188
 OM0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP600330(NAD 83)
 OM0188_MARKER: DB = BENCH MARK DISK
 OM0188_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OM0188_SP_SET: BRIDGE ABUTMENT
 OM0188_STAMPING: K 105 1934 886.258
 OM0188_MARK LOGO: CGS   
 OM0188_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM0188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0188+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2004
 OM0188
 OM0188  HISTORY     - Date     Condition        Report By
 OM0188  HISTORY     - 1934     MONUMENTED       CGS
 OM0188  HISTORY     - 1942     GOOD             LOCENG
 OM0188  HISTORY     - 19980521 GOOD             WIDT
 OM0188  HISTORY     - 20000927 GOOD             WIDT
 OM0188  HISTORY     - 20030730 GOOD             USPSQD
 OM0188  HISTORY     - 20040805 GOOD             WIDT
 OM0188
 OM0188                          STATION DESCRIPTION
 OM0188
 OM0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0188'AT WAUPUN.
 OM0188'ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC RAILROAD AT
 OM0188'BRIDGE, 5 POLES NORTH OF MILEPOLE 154 AND 7 POLES NORTH OF DEPOT.
 OM0188'SET ON THE WEST END OF THE SOUTH ABUTMENT, 8 FEET WEST OF
 OM0188'CENTERLINE OF TRACKS AND 1 FOOT BELOW RAILS.
 OM0188
 OM0188                          STATION RECOVERY (1942)
 OM0188
 OM0188'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1942
 OM0188'RECOVERED IN GOOD CONDITION.
 OM0188
 OM0188                          STATION RECOVERY (1998)
 OM0188
 OM0188'RECOVERY NOTE BY WI DEPT OF TRANSP 1998 (GRS)
 OM0188'THE STATION IS LOCATED ABOUT 20.9 KM (13.00 MI) NORTH-NORTHEAST OF
 OM0188'BEAVER DAM, IN WAUPUN.  OWNERSHIP--WISCONSIN AND SOUTHERN RAILROAD
 OM0188'COMPANY.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 26
 OM0188'(WATERTOWN STREET) WITH STATE HIGHWAY 49 (MAIN STREET) IN THE CITY OF
 OM0188'WAUPUN, GO WEST ON STATE HIGHWAY 49 (MAIN STREET) FOR 0.3 KM (0.20 MI)
 OM0188'TO FOND DU LAC AVENUE, TURN RIGHT AND GO NORTH ON FOND DU LAC AVENUE
 OM0188'FOR 0.24 KM (0.15 MI) TO JACKSON STREET ON THE LEFT, TURN LEFT AND GO
 OM0188'WEST ON JACKSON STREET FOR 0.6 KM (0.35 MI) TO THE SECOND RAILROAD
 OM0188'GRADE CROSSING ON JACKSON STREET, TURN RIGHT AND GO NORTH
 OM0188'APPROXIMATELY 270 M (885.8 FT) ALONG THE RAILROAD TRACK TO THE STATION
 OM0188'ON THE LEFT.  THE STATION IS A BRONZE CGS BENCH MARK DISK STAMPED --K
 OM0188'105 1934 886.258-- AND SET IN A BRIDGE ABUTMENT APPROXIMATELY 0.2 M
 OM0188'(0.7 FT) BELOW THE RAIL.  THE STATION IS 2.0 M (6.6 FT) WEST OF THE
 OM0188'WEST RAIL, 28.2 M (92.5 FT) NORTH OF SWITCHING STATION --10 90--, 27.0
 OM0188'M (88.6 FT) NORTH OF A WOOD UTILITY POLE, 13.6 M (44.6 FT) NORTHWEST
 OM0188'OF A CONCRETE POST WITH A STEEL GRAY MONITORING BOX ATTACHED, AND 1.15
 OM0188'M (3.77 FT) NORTH OF AN ORANGE FIBERGLASS WITNESS POST.
 OM0188'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING TO MORE
 OM0188'THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR TREES IN THE SOUTHEAST
 OM0188'QUADRANT EXTENDING TO 20 DEGREES ABOVE THE HORIZON AND TREES IN THE
 OM0188'SOUTHWEST QUADRANT EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
 OM0188
 OM0188                          STATION RECOVERY (2000)
 OM0188
 OM0188'RECOVERY NOTE BY WI DEPT OF TRANSP 2000 (DJH)
 OM0188'RECOVERED AS DESCRIBED.
 OM0188
 OM0188                          STATION RECOVERY (2003)
 OM0188
 OM0188'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0188'STATION RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 39
 OM0188'FEET NORTH OF A WIRE FENCE NORTHEAST CORNER POST, SET IN THE WEST END
 OM0188'OF THE SOUTHERN ABUTMENT.  NOTE-- THERE IS NO WITNESS POST PRESENT.
 OM0188
 OM0188                          STATION RECOVERY (2004)
 OM0188
 OM0188'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 OM0188'RECOVERED AS DESCRIBED EXCEPT STATION IS NOW 0.9 M NORTHEAST OF AN
 OM0188'ORANGE CARSONITE WITNESS POST.  STATION IS 57 M NORTH-NORTHWEST OF
 OM0188'SWITCHING STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0103 ***********************************************************************
 OM0103  DESIGNATION -  K 106
 OM0103  PID         -  OM0103
 OM0103  STATE/COUNTY-  WI/WAUKESHA
 OM0103  USGS QUAD   -  OCONOMOWOC EAST (1976)
 OM0103
 OM0103                         *CURRENT SURVEY CONTROL
 OM0103  ___________________________________________________________________
 OM0103* NAD 83(1986)-  43 06 10.     (N)    088 25 14.     (W)     SCALED    
 OM0103* NAVD 88     -       277.586  (meters)     910.71   (feet)  ADJUSTED  
 OM0103  ___________________________________________________________________
 OM0103  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 OM0103  DYNAMIC HT  -         277.514 (meters)     910.48  (feet)  COMP
 OM0103  MODELED GRAV-     980,353.9   (mgal)                       NAVD 88
 OM0103
 OM0103  VERT ORDER  -  SECOND    CLASS 0
 OM0103
 OM0103.The horizontal coordinates were scaled from a topographic map and have
 OM0103.an estimated accuracy of +/- 6 seconds.
 OM0103
 OM0103.The orthometric height was determined by differential leveling
 OM0103.and adjusted by the National Geodetic Survey in June 1991..
 OM0103
 OM0103.The geoid height was determined by GEOID03.
 OM0103
 OM0103.The dynamic height is computed by dividing the NAVD 88
 OM0103.geopotential number by the normal gravity value computed on the
 OM0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0103.degrees latitude (g = 980.6199 gals.).
 OM0103
 OM0103.The modeled gravity was interpolated from observed gravity values.
 OM0103
 OM0103;                    North         East    Units  Estimated Accuracy
 OM0103;SPC WI S     -   123,730.      728,560.      MT  (+/- 180 meters Scaled)
 OM0103
 OM0103                          SUPERSEDED SURVEY CONTROL
 OM0103
 OM0103  NGVD 29 (??/??/92)  277.650  (m)          910.92   (f) ADJ UNCH    2 0
 OM0103
 OM0103.Superseded values are not recommended for survey control.
 OM0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0103.See file dsdata.txt to determine how the superseded data were derived.
 OM0103
 OM0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN844732(NAD 83)
 OM0103_MARKER: DB = BENCH MARK DISK
 OM0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0103_STAMPING: K-106 1934
 OM0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0103+STABILITY: SURFACE MOTION
 OM0103
 OM0103  HISTORY     - Date     Condition        Report By
 OM0103  HISTORY     - 1934     MONUMENTED       CGS
 OM0103  HISTORY     - 1961     GOOD             NGS
 OM0103
 OM0103                          STATION DESCRIPTION
 OM0103
 OM0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0103'1 MI W FROM NASHOTAH.
 OM0103'1 MILE WEST ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC
 OM0103'RAILROAD, 7 POLES EAST OF MILEPOST 114, 24 FEET WEST OF THE
 OM0103'CENTER LINE OF PRIVATE ROAD CROSSING, THENCE 18 FEET NORTH OF
 OM0103'THE CENTER LINE OF THE NORTH TRACK, 12 FEET SOUTH OF THE
 OM0103'RIGHT-OF-WAY FENCE, 3.5 FEET BELOW RAIL LEVEL.  NOTE-- NO
 OM0103'RIGHT-OF-WAY FENCE AND 19 1/2 FEET NORTH OF THE CENTERLINE
 OM0103'OF THE NORTH TRACK.
 OM0103
 OM0103                          STATION RECOVERY (1961)
 OM0103
 OM0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 OM0103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0426 ***********************************************************************
 OM0426  DESIGNATION -  K 107
 OM0426  PID         -  OM0426
 OM0426  STATE/COUNTY-  WI/DANE
 OM0426  USGS QUAD   -  MARSHALL (1981)
 OM0426
 OM0426                         *CURRENT SURVEY CONTROL
 OM0426  ___________________________________________________________________
 OM0426* NAD 83(1986)-  43 10 40.     (N)    089 03 28.     (W)     SCALED    
 OM0426* NAVD 88     -       264.864  (meters)     868.97   (feet)  ADJUSTED  
 OM0426  ___________________________________________________________________
 OM0426  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 OM0426  DYNAMIC HT  -         264.795 (meters)     868.75  (feet)  COMP
 OM0426  MODELED GRAV-     980,353.4   (mgal)                       NAVD 88
 OM0426
 OM0426  VERT ORDER  -  SECOND    CLASS 0
 OM0426
 OM0426.The horizontal coordinates were scaled from a topographic map and have
 OM0426.an estimated accuracy of +/- 6 seconds.
 OM0426
 OM0426.The orthometric height was determined by differential leveling
 OM0426.and adjusted by the National Geodetic Survey in June 1991..
 OM0426
 OM0426.The geoid height was determined by GEOID03.
 OM0426
 OM0426.The dynamic height is computed by dividing the NAVD 88
 OM0426.geopotential number by the normal gravity value computed on the
 OM0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0426.degrees latitude (g = 980.6199 gals.).
 OM0426
 OM0426.The modeled gravity was interpolated from observed gravity values.
 OM0426
 OM0426;                    North         East    Units  Estimated Accuracy
 OM0426;SPC WI S     -   131,270.      676,600.      MT  (+/- 180 meters Scaled)
 OM0426
 OM0426                          SUPERSEDED SURVEY CONTROL
 OM0426
 OM0426  NGVD 29 (??/??/92)  264.922  (m)          869.16   (f) ADJ UNCH    2 0
 OM0426
 OM0426.Superseded values are not recommended for survey control.
 OM0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0426.See file dsdata.txt to determine how the superseded data were derived.
 OM0426
 OM0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN327826(NAD 83)
 OM0426_MARKER: DB = BENCH MARK DISK
 OM0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0426_STAMPING: K-107 1934
 OM0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0426+STABILITY: SURFACE MOTION
 OM0426
 OM0426  HISTORY     - Date     Condition        Report By
 OM0426  HISTORY     - 1934     MONUMENTED       CGS
 OM0426
 OM0426                          STATION DESCRIPTION
 OM0426
 OM0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0426'AT MARSHALL.
 OM0426'ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC RAILROAD, AT
 OM0426'MILEPOST 20, 1 POLE EAST OF DEPOT AT PUBLIC CROSSING.  SET IN
 OM0426'CONCRETE POST 6.5 FEET NORTHWEST OF POLE, 24 FEET NORTH OF
 OM0426'THE CENTER LINE OF THE TRACK, 33 FEET EAST OF THE CENTER LINE
 OM0426'OF THE CROSSING, 1.5 FOOT ABOVE RAIL LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0456 ***********************************************************************
 OM0456  DESIGNATION -  K 108
 OM0456  PID         -  OM0456
 OM0456  STATE/COUNTY-  WI/DANE
 OM0456  USGS QUAD   -  MAZOMANIE (1962)
 OM0456
 OM0456                         *CURRENT SURVEY CONTROL
 OM0456  ___________________________________________________________________
 OM0456* NAD 83(1986)-  43 10 18.     (N)    089 47 14.     (W)     SCALED    
 OM0456* NAVD 88     -       240.154  (meters)     787.91   (feet)  ADJUSTED  
 OM0456  ___________________________________________________________________
 OM0456  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 OM0456  DYNAMIC HT  -         240.091 (meters)     787.70  (feet)  COMP
 OM0456  MODELED GRAV-     980,355.8   (mgal)                       NAVD 88
 OM0456
 OM0456  VERT ORDER  -  SECOND    CLASS 0
 OM0456
 OM0456.The horizontal coordinates were scaled from a topographic map and have
 OM0456.an estimated accuracy of +/- 6 seconds.
 OM0456
 OM0456.The orthometric height was determined by differential leveling
 OM0456.and adjusted by the National Geodetic Survey in June 1991..
 OM0456
 OM0456.The geoid height was determined by GEOID03.
 OM0456
 OM0456.The dynamic height is computed by dividing the NAVD 88
 OM0456.geopotential number by the normal gravity value computed on the
 OM0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0456.degrees latitude (g = 980.6199 gals.).
 OM0456
 OM0456.The modeled gravity was interpolated from observed gravity values.
 OM0456
 OM0456;                    North         East    Units  Estimated Accuracy
 OM0456;SPC WI S     -   130,180.      617,300.      MT  (+/- 180 meters Scaled)
 OM0456
 OM0456                          SUPERSEDED SURVEY CONTROL
 OM0456
 OM0456  NGVD 29 (??/??/92)  240.211  (m)          788.09   (f) ADJ UNCH    2 0
 OM0456
 OM0456.Superseded values are not recommended for survey control.
 OM0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0456.See file dsdata.txt to determine how the superseded data were derived.
 OM0456
 OM0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN734836(NAD 83)
 OM0456_MARKER: DB = BENCH MARK DISK
 OM0456_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OM0456_SP_SET: CONCRETE GUARD RAIL
 OM0456_STAMPING: K-108 1934
 OM0456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0456
 OM0456  HISTORY     - Date     Condition        Report By
 OM0456  HISTORY     - 1934     MONUMENTED       CGS
 OM0456
 OM0456                          STATION DESCRIPTION
 OM0456
 OM0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0456'0.4 MI E FROM MAZOMANIE.
 OM0456'ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC RAILROAD TO
 OM0456'8 FOOT CONCRETE HIGHWAY CULVERT AT U.S. HIGHWAY 14 CROSSING.
 OM0456'SET IN THE NORTH END OF THE WEST GUARD RAIL, 26 FEET SOUTH OF
 OM0456'THE CENTER LINE OF THE TRACK, 3 FEET ABOVE RAIL LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO0040 ***********************************************************************
 QO0040  DESIGNATION -  K 11
 QO0040  PID         -  QO0040
 QO0040  STATE/COUNTY-  WI/BARRON
 QO0040  USGS QUAD   -  TURTLE LAKE (1978)
 QO0040
 QO0040                         *CURRENT SURVEY CONTROL
 QO0040  ___________________________________________________________________
 QO0040* NAD 83(1986)-  45 23 46.     (N)    092 08 23.     (W)     SCALED    
 QO0040* NAVD 88     -       390.171  (meters)    1280.09   (feet)  ADJUSTED  
 QO0040  ___________________________________________________________________
 QO0040  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 QO0040  DYNAMIC HT  -         390.128 (meters)    1279.94  (feet)  COMP
 QO0040  MODELED GRAV-     980,496.5   (mgal)                       NAVD 88
 QO0040
 QO0040  VERT ORDER  -  FIRST     CLASS II
 QO0040
 QO0040.The horizontal coordinates were scaled from a topographic map and have
 QO0040.an estimated accuracy of +/- 6 seconds.
 QO0040
 QO0040.The orthometric height was determined by differential leveling
 QO0040.and adjusted by the National Geodetic Survey in June 1991..
 QO0040.WARNING-Repeat measurements at this control monument indicate possible
 QO0040.vertical movement.
 QO0040
 QO0040.The geoid height was determined by GEOID03.
 QO0040
 QO0040.The dynamic height is computed by dividing the NAVD 88
 QO0040.geopotential number by the normal gravity value computed on the
 QO0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0040.degrees latitude (g = 980.6199 gals.).
 QO0040
 QO0040.The modeled gravity was interpolated from observed gravity values.
 QO0040
 QO0040;                    North         East    Units  Estimated Accuracy
 QO0040;SPC WI C     -   175,870.      432,480.      MT  (+/- 180 meters Scaled)
 QO0040
 QO0040                          SUPERSEDED SURVEY CONTROL
 QO0040
 QO0040  NGVD 29 (??/??/92)  390.124  (m)         1279.93   (f) ADJ UNCH    1 2
 QO0040
 QO0040.Superseded values are not recommended for survey control.
 QO0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0040.See file dsdata.txt to determine how the superseded data were derived.
 QO0040
 QO0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL673273(NAD 83)
 QO0040_MARKER: DB = BENCH MARK DISK
 QO0040_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0040_SP_SET: ABUTMENT
 QO0040_STAMPING: K-11 1933
 QO0040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0040_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0040+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2005
 QO0040
 QO0040  HISTORY     - Date     Condition        Report By
 QO0040  HISTORY     - 1933     MONUMENTED       CGS
 QO0040  HISTORY     - 1938     GOOD             NGS
 QO0040  HISTORY     - 1980     GOOD             NGS
 QO0040  HISTORY     - 20050927 GOOD             WIDT
 QO0040
 QO0040                          STATION DESCRIPTION
 QO0040
 QO0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QO0040'IN TURTLE LAKE.
 QO0040'ON THE NORTH SIDE OF TOWN IN THE SOUTHWEST CORNER OF THE SOUTHWEST
 QO0040'CONCRETE ABUTMENT OF THE CITY WATER TOWER, WHICH IS ABOUT 600 FEET
 QO0040'WEST OF PUBLIC SCHOOL BUILDING AND JUST WEST OF THE C. AND N.W.
 QO0040'TRACKS, ABOUT 1000 FEET NORTH OF RAILROAD JUNCTION, 30.6 FEET NORTH OF
 QO0040'NORTHWEST CORNER OF CONCRETE-BLOCK PUMP HOUSE, 20.0 FEET EAST OF
 QO0040'CENTERLINE OF ROAD, ABOUT 15 FEET ABOVE TOP OF C. AND N.W. TRACKS.
 QO0040
 QO0040                          STATION RECOVERY (1938)
 QO0040
 QO0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 QO0040'RECOVERED IN GOOD CONDITION.
 QO0040
 QO0040                          STATION RECOVERY (1980)
 QO0040
 QO0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 QO0040'RECOVERED IN GOOD CONDITION.
 QO0040
 QO0040                          STATION RECOVERY (2005)
 QO0040
 QO0040'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 QO0040'RECOVERED IN GOOD CONDITION.  NOTE-- THE WATER TOWER NO LONGER EXISTS.
 QO0040'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 AND US HIGHWAY
 QO0040'63 (FRONT AVENUE) WITH COUNTY HIGHWAY K (MARTIN AVENUE) AND NORWAY
 QO0040'STREET IN THE VILLAGE OF TURTLE LAKE, GO EASTERLY ON COUNTY HIGHWAY K
 QO0040'(MARTIN AVENUE) FOR 0.5 MI TO ELM STREET, TURN LEFT AND GO NORTH ON
 QO0040'ELM STREET FOR 0.1 MI TO THE STATION ON THE RIGHT.
 QO0040'THE STATION IS A BRONZE US GEOLOGICAL SURVEY BENCH MARK DISK SET IN
 QO0040'THE TOP OF THE SOUTHWEST CONCRETE FOOTING FOR THE OLD WATER TOWER.
 QO0040'THE STATION IS 7.6 M EAST OF THE CENTERLINE OF ELM STREET, 12.5 M
 QO0040'NORTH OF THE TOP CENTER OF A RED FIRE HYDRANT, 10.7 M NORTHWEST OF A
 QO0040'POLE WITH A SIREN, 9.4 M NORTH-NORTHWEST THE NORTHWEST CORNER OF A
 QO0040'WHITE PUMPHOUSE AND 6.6 M SOUTH OF POWER POLE --5BB4--.
 QO0040'--NOTE-- VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES 15 M WEST
 QO0040'EXTENDING TO 45 DEGREES ABOVE THE HORIZON, TREES 19 M EAST EXTENDING
 QO0040'TO 45 DEGREES ABOVE THE HORIZON, AND TREES 33 M NORTH EXTENDING TO 35
 QO0040'DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0014 ***********************************************************************
 NJ0014  DESIGNATION -  K 110
 NJ0014  PID         -  NJ0014
 NJ0014  STATE/COUNTY-  WI/LAFAYETTE
 NJ0014  USGS QUAD   -  PLATTEVILLE (1952)
 NJ0014
 NJ0014                         *CURRENT SURVEY CONTROL
 NJ0014  ___________________________________________________________________
 NJ0014* NAD 83(1986)-  42 44 25.     (N)    090 23 53.     (W)     SCALED    
 NJ0014* NAVD 88     -       343.675  (meters)    1127.54   (feet)  ADJUSTED  
 NJ0014  ___________________________________________________________________
 NJ0014  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 NJ0014  DYNAMIC HT  -         343.572 (meters)    1127.20  (feet)  COMP
 NJ0014  MODELED GRAV-     980,312.1   (mgal)                       NAVD 88
 NJ0014
 NJ0014  VERT ORDER  -  SECOND    CLASS 0
 NJ0014
 NJ0014.The horizontal coordinates were scaled from a topographic map and have
 NJ0014.an estimated accuracy of +/- 6 seconds.
 NJ0014
 NJ0014.The orthometric height was determined by differential leveling
 NJ0014.and adjusted by the National Geodetic Survey in June 1991..
 NJ0014
 NJ0014.The geoid height was determined by GEOID03.
 NJ0014
 NJ0014.The dynamic height is computed by dividing the NAVD 88
 NJ0014.geopotential number by the normal gravity value computed on the
 NJ0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0014.degrees latitude (g = 980.6199 gals.).
 NJ0014
 NJ0014.The modeled gravity was interpolated from observed gravity values.
 NJ0014
 NJ0014;                    North         East    Units  Estimated Accuracy
 NJ0014;SPC WI S     -    82,320.      567,410.      MT  (+/- 180 meters Scaled)
 NJ0014
 NJ0014                          SUPERSEDED SURVEY CONTROL
 NJ0014
 NJ0014  NGVD 29 (??/??/92)  343.747  (m)         1127.78   (f) ADJ UNCH    2 0
 NJ0014
 NJ0014.Superseded values are not recommended for survey control.
 NJ0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0014.See file dsdata.txt to determine how the superseded data were derived.
 NJ0014
 NJ0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH129352(NAD 83)
 NJ0014_MARKER: DB = BENCH MARK DISK
 NJ0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0014_STAMPING: K 110 1934
 NJ0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0014+STABILITY: SURFACE MOTION
 NJ0014
 NJ0014  HISTORY     - Date     Condition        Report By
 NJ0014  HISTORY     - 1934     MONUMENTED       CGS
 NJ0014  HISTORY     - 19961005 MARK NOT FOUND   USPSQD
 NJ0014  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 NJ0014
 NJ0014                          STATION DESCRIPTION
 NJ0014
 NJ0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0014'2.5 MI NE FROM IPSWICH.
 NJ0014'ABOUT 2.5 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NJ0014'RAILWAY FROM THE STATION AT IPSWICH, LAFAYETTE  COUNTY, ABOUT
 NJ0014'8 POLES SOUTHWEST OF A RAILROAD CROSSING, AT A ROAD CROSSING,
 NJ0014'48 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 7 FEET SOUTHEAST
 NJ0014'OF THE CENTER LINE OF THE TRACK, AND ABOUT LEVEL WITH THE RAIL.
 NJ0014'A STANDARD DISK, STAMPED K 110 1934 AND SET IN THE TOP OF A
 NJ0014'CONCRETE POST.
 NJ0014
 NJ0014                          STATION RECOVERY (1996)
 NJ0014
 NJ0014'RECOVERY NOTE BY US POWER SQUADRON 1996
 NJ0014'MARK NOT FOUND.
 NJ0014
 NJ0014                          STATION RECOVERY (1998)
 NJ0014
 NJ0014'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0036 ***********************************************************************
 NJ0036  DESIGNATION -  K 111
 NJ0036  PID         -  NJ0036
 NJ0036  STATE/COUNTY-  WI/LAFAYETTE
 NJ0036  USGS QUAD   -  SHULLSBURG (1976)
 NJ0036
 NJ0036                         *CURRENT SURVEY CONTROL
 NJ0036  ___________________________________________________________________
 NJ0036* NAD 83(1986)-  42 34 28.     (N)    090 14 11.     (W)     SCALED    
 NJ0036* NAVD 88     -       286.054  (meters)     938.50   (feet)  ADJUSTED  
 NJ0036  ___________________________________________________________________
 NJ0036  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 NJ0036  DYNAMIC HT  -         285.965 (meters)     938.20  (feet)  COMP
 NJ0036  MODELED GRAV-     980,301.4   (mgal)                       NAVD 88
 NJ0036
 NJ0036  VERT ORDER  -  SECOND    CLASS 0
 NJ0036
 NJ0036.The horizontal coordinates were scaled from a topographic map and have
 NJ0036.an estimated accuracy of +/- 6 seconds.
 NJ0036
 NJ0036.The orthometric height was determined by differential leveling
 NJ0036.and adjusted by the National Geodetic Survey in June 1991..
 NJ0036
 NJ0036.The geoid height was determined by GEOID03.
 NJ0036
 NJ0036.The dynamic height is computed by dividing the NAVD 88
 NJ0036.geopotential number by the normal gravity value computed on the
 NJ0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0036.degrees latitude (g = 980.6199 gals.).
 NJ0036
 NJ0036.The modeled gravity was interpolated from observed gravity values.
 NJ0036
 NJ0036;                    North         East    Units  Estimated Accuracy
 NJ0036;SPC WI S     -    63,840.      580,590.      MT  (+/- 180 meters Scaled)
 NJ0036
 NJ0036                          SUPERSEDED SURVEY CONTROL
 NJ0036
 NJ0036  NGVD 29 (??/??/92)  286.122  (m)          938.72   (f) ADJ UNCH    2 0
 NJ0036
 NJ0036.Superseded values are not recommended for survey control.
 NJ0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0036.See file dsdata.txt to determine how the superseded data were derived.
 NJ0036
 NJ0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH268172(NAD 83)
 NJ0036_MARKER: DB = BENCH MARK DISK
 NJ0036_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0036_SP_SET: CULVERT
 NJ0036_STAMPING: K 111 1934
 NJ0036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0036
 NJ0036  HISTORY     - Date     Condition        Report By
 NJ0036  HISTORY     - 1934     MONUMENTED       CGS
 NJ0036  HISTORY     - 19981118 MARK NOT FOUND   USPSQD
 NJ0036
 NJ0036                          STATION DESCRIPTION
 NJ0036
 NJ0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0036'0.5 MI W FROM SHULLSBURG.
 NJ0036'ABOUT 0.5 MILE WEST ALONG STATE HIGHWAY 11 FROM THE HIGH SCHOOL
 NJ0036'AT SHULLSBURG, LAFAYETTE  COUNTY, AT THE WEST ENTRANCE
 NJ0036'TO THE TOWN, AT A CONCRETE CULVERT, NEAR THE CENTER OF THE TOP OF
 NJ0036'THE NORTH HEAD WALL, AND ABOUT 1 FOOT LOWER THAN THE ROADWAY.
 NJ0036'A STANDARD DISK, STAMPED K 111 1934.
 NJ0036
 NJ0036                          STATION RECOVERY (1998)
 NJ0036
 NJ0036'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0780 ***********************************************************************
 NH0780  DESIGNATION -  K 113
 NH0780  PID         -  NH0780
 NH0780  STATE/COUNTY-  WI/GREEN
 NH0780  USGS QUAD   -  BELLEVILLE (1981)
 NH0780
 NH0780                         *CURRENT SURVEY CONTROL
 NH0780  ___________________________________________________________________
 NH0780* NAD 83(1986)-  42 47 22.     (N)    089 35 04.     (W)     SCALED    
 NH0780* NAVD 88     -       267.261  (meters)     876.84   (feet)  ADJUSTED  
 NH0780  ___________________________________________________________________
 NH0780  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 NH0780  DYNAMIC HT  -         267.184 (meters)     876.59  (feet)  COMP
 NH0780  MODELED GRAV-     980,325.1   (mgal)                       NAVD 88
 NH0780
 NH0780  VERT ORDER  -  SECOND    CLASS 0
 NH0780
 NH0780.The horizontal coordinates were scaled from a topographic map and have
 NH0780.an estimated accuracy of +/- 6 seconds.
 NH0780
 NH0780.The orthometric height was determined by differential leveling
 NH0780.and adjusted by the National Geodetic Survey in June 1991..
 NH0780
 NH0780.The geoid height was determined by GEOID03.
 NH0780
 NH0780.The dynamic height is computed by dividing the NAVD 88
 NH0780.geopotential number by the normal gravity value computed on the
 NH0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0780.degrees latitude (g = 980.6199 gals.).
 NH0780
 NH0780.The modeled gravity was interpolated from observed gravity values.
 NH0780
 NH0780;                    North         East    Units  Estimated Accuracy
 NH0780;SPC WI S     -    87,790.      634,000.      MT  (+/- 180 meters Scaled)
 NH0780
 NH0780                          SUPERSEDED SURVEY CONTROL
 NH0780
 NH0780  NGVD 29 (??/??/92)  267.336  (m)          877.08   (f) ADJ UNCH    2 0
 NH0780
 NH0780.Superseded values are not recommended for survey control.
 NH0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0780.See file dsdata.txt to determine how the superseded data were derived.
 NH0780
 NH0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN886406(NAD 83)
 NH0780_MARKER: DB = BENCH MARK DISK
 NH0780_SETTING: 66 = SET IN ROCK OUTCROP
 NH0780_SP_SET: ROCK OUTCROP
 NH0780_STAMPING: K-113 1934
 NH0780_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NH0780+STABILITY: POSITION/ELEVATION WELL
 NH0780
 NH0780  HISTORY     - Date     Condition        Report By
 NH0780  HISTORY     - 1934     MONUMENTED       CGS
 NH0780  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH0780
 NH0780                          STATION DESCRIPTION
 NH0780
 NH0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NH0780'3 MI N FROM MONTICELLO.
 NH0780'3 MILES NORTH OF THE DEPOT AT MONTICELLO.  ALONG THE ILLINOIS
 NH0780'CENTRAL RAILROAD, 8 POLES NORTH OF MILEPOST M-23.  SET IN
 NH0780'SANDSTONE OUTCROP, 38 FEET EAST OF THE CENTER LINE OF THE TRACK,
 NH0780'13 FEET WEST OF RIGHT-OF-WAY FENCE, 300 FEET SOUTH OF THE CENTER
 NH0780'LINE OF PUBLIC CROSSING, 3 FEET ABOVE RAIL LEVEL.
 NH0780
 NH0780                          STATION RECOVERY (2001)
 NH0780
 NH0780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0780'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0113 ***********************************************************************
 OM0113  DESIGNATION -  K 114
 OM0113  PID         -  OM0113
 OM0113  STATE/COUNTY-  WI/WAUKESHA
 OM0113  USGS QUAD   -  WAUKESHA (1994)
 OM0113
 OM0113                         *CURRENT SURVEY CONTROL
 OM0113  ___________________________________________________________________
 OM0113* NAD 83(1986)-  43 00 42.     (N)    088 13 53.     (W)     SCALED    
 OM0113* NAVD 88     -       249.541  (meters)     818.70   (feet)  ADJUSTED  
 OM0113  ___________________________________________________________________
 OM0113  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 OM0113  DYNAMIC HT  -         249.472 (meters)     818.48  (feet)  COMP
 OM0113  MODELED GRAV-     980,338.1   (mgal)                       NAVD 88
 OM0113
 OM0113  VERT ORDER  -  SECOND    CLASS I
 OM0113
 OM0113.The horizontal coordinates were scaled from a topographic map and have
 OM0113.an estimated accuracy of +/- 6 seconds.
 OM0113
 OM0113.The orthometric height was determined by differential leveling
 OM0113.and adjusted by the National Geodetic Survey in February 2004..
 OM0113
 OM0113.The geoid height was determined by GEOID03.
 OM0113
 OM0113.The dynamic height is computed by dividing the NAVD 88
 OM0113.geopotential number by the normal gravity value computed on the
 OM0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0113.degrees latitude (g = 980.6199 gals.).
 OM0113
 OM0113.The modeled gravity was interpolated from observed gravity values.
 OM0113
 OM0113;                    North         East    Units  Estimated Accuracy
 OM0113;SPC WI S     -   113,920.      744,170.      MT  (+/- 180 meters Scaled)
 OM0113
 OM0113                          SUPERSEDED SURVEY CONTROL
 OM0113
 OM0113  NAVD 88 (06/15/91)  249.534  (m)          818.68   (f) UNKNOWN     2 0
 OM0113  NGVD 29 (??/??/92)  249.606  (m)          818.92   (f) ADJ UNCH    2 0
 OM0113
 OM0113.Superseded values are not recommended for survey control.
 OM0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0113.See file dsdata.txt to determine how the superseded data were derived.
 OM0113
 OM0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN996628(NAD 83)
 OM0113_MARKER: DB = BENCH MARK DISK
 OM0113_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OM0113_SP_SET: BUILDING
 OM0113_STAMPING: K 114 1934
 OM0113_MARK LOGO: CGS   
 OM0113_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OM0113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0113_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0113+SATELLITE: SATELLITE OBSERVATIONS - 2003
 OM0113
 OM0113  HISTORY     - Date     Condition        Report By
 OM0113  HISTORY     - 1934     MONUMENTED       CGS
 OM0113  HISTORY     - 1953     GOOD             NGS
 OM0113  HISTORY     - 20020306 GOOD             INDIV
 OM0113  HISTORY     - 2003     GOOD             WIDT
 OM0113
 OM0113                          STATION DESCRIPTION
 OM0113
 OM0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0113'AT WAUKESHA.
 OM0113'SET IN THE WAUKESHA NATIONAL BANK IN BASE UNDER WATER TABLE
 OM0113'BETWEEN TWO GRANITE COLUMNS, 6 FEET NORTHEAST OF THE FRONT
 OM0113'(NORTHWEST) ENTRANCE, 1.5 FOOT ABOVE STREET LEVEL.
 OM0113
 OM0113                          STATION RECOVERY (1953)
 OM0113
 OM0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 OM0113'RECOVERED IN GOOD CONDITION.
 OM0113
 OM0113                          STATION RECOVERY (2002)
 OM0113
 OM0113'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (BDJ)
 OM0113'RECOVERED IN GOOD CONDITION.
 OM0113
 OM0113                          STATION RECOVERY (2003)
 OM0113
 OM0113'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 OM0113'THE STATION IS LOCATED IN WAUKESHA.  OWNERSHIP--ACCESS REALITY.  TO
 OM0113'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 18 WITH STATE
 OM0113'HIGHWAY 164 IN THE CITY OF WAUKESHA, GO SOUTHEAST ON STATE HIGHWAY
 OM0113'164 FOR 0.2 KM TO CLINTON STREET ON THE RIGHT, TURN RIGHT AND GO
 OM0113'SOUTH ON CLINTON STREET FOR 0.2 KM TO WISCONSIN AVENUE, TURN LEFT AND
 OM0113'GO EAST ON WISCONSIN AVENUE FOR 0.1 KM TO GRAND AVENUE, TURN LEFT AND
 OM0113'GO NORTH ON GRAND AVENUE FOR 0.2 KM TO WEST BROADWAY AND THE STATION
 OM0113'ON THE RIGHT. THE STATION IS A BRONZE US COAST AND GEODETIC SURVEY
 OM0113'BENCH MARK DISK SET IN THE NORTHEAST CORNER OF THE EAST SIDE OF THE
 OM0113'BUILDING --259 WEST BROADWAY-- ABOUT 0.5 M ABOVE THE STREET PAVEMENT.
 OM0113'THE STATION IS 7.3 M SOUTH OF THE CENTERLINE OF WEST BROADWAY, 15.0 M
 OM0113'EAST OF A LIGHT POLE WITH A --DO NOT ENTER-- SIGN, 12.8 M SOUTH OF A
 OM0113'LIGHT POLE WITH A --DO NOT ENTER-- SIGN, 11.8 M EAST OF CENTERLINE OF
 OM0113'GRAND AVENUE, AND 10.1 M SOUTHWEST OF A LIGHT POLE WITH A --NO
 OM0113'PARKING-- SIGN. ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 OM0113'OBSERVATIONS DUE TO BEING OBSTRUCTED BY THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0320 ***********************************************************************
 NH0320  DESIGNATION -  K 115
 NH0320  PID         -  NH0320
 NH0320  STATE/COUNTY-  WI/WALWORTH
 NH0320  USGS QUAD   -  WALWORTH (1994)
 NH0320
 NH0320                         *CURRENT SURVEY CONTROL
 NH0320  ___________________________________________________________________
 NH0320* NAD 83(1986)-  42 31 57.     (N)    088 35 59.     (W)     SCALED    
 NH0320* NAVD 88     -       304.157  (meters)     997.89   (feet)  ADJUSTED  
 NH0320  ___________________________________________________________________
 NH0320  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 NH0320  DYNAMIC HT  -         304.061 (meters)     997.57  (feet)  COMP
 NH0320  MODELED GRAV-     980,297.3   (mgal)                       NAVD 88
 NH0320
 NH0320  VERT ORDER  -  SECOND    CLASS 0
 NH0320
 NH0320.The horizontal coordinates were scaled from a topographic map and have
 NH0320.an estimated accuracy of +/- 6 seconds.
 NH0320
 NH0320.The orthometric height was determined by differential leveling
 NH0320.and adjusted by the National Geodetic Survey in June 1991..
 NH0320
 NH0320.The geoid height was determined by GEOID03.
 NH0320
 NH0320.The dynamic height is computed by dividing the NAVD 88
 NH0320.geopotential number by the normal gravity value computed on the
 NH0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0320.degrees latitude (g = 980.6199 gals.).
 NH0320
 NH0320.The modeled gravity was interpolated from observed gravity values.
 NH0320
 NH0320;                    North         East    Units  Estimated Accuracy
 NH0320;SPC WI S     -    60,120.      715,040.      MT  (+/- 180 meters Scaled)
 NH0320
 NH0320                          SUPERSEDED SURVEY CONTROL
 NH0320
 NH0320  NGVD 29 (??/??/92)  304.213  (m)          998.07   (f) ADJ UNCH    2 0
 NH0320
 NH0320.Superseded values are not recommended for survey control.
 NH0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0320.See file dsdata.txt to determine how the superseded data were derived.
 NH0320
 NH0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN686101(NAD 83)
 NH0320_MARKER: DB = BENCH MARK DISK
 NH0320_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NH0320_SP_SET: CONCRETE BASE
 NH0320_STAMPING: K 115 1934
 NH0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0320
 NH0320  HISTORY     - Date     Condition        Report By
 NH0320  HISTORY     - 1934     MONUMENTED       CGS
 NH0320  HISTORY     - 1960     GOOD             NGS
 NH0320  HISTORY     - 20060729 MARK NOT FOUND   USPSQD
 NH0320
 NH0320                          STATION DESCRIPTION
 NH0320
 NH0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NH0320'AT WALWORTH.
 NH0320'AT WALWORTH, ABOUT 0.1 MILE NORTH ALONG NORTH MAIN STREET FROM
 NH0320'WALWORTH STATE BANK AND THE INTERSECTION OF KENOSHA STREET, 57
 NH0320'FEET WEST OF THE WEST CURB LINE OF N. MAIN STREET, IN TOP OF
 NH0320'THE NORTH CORNER OF THE CONCRETE BASE TO THE NORTHEAST LEG OF
 NH0320'THE ELEVATED STEEL CITY WATER TANK, 1/2 FOOT SOUTH OF THE NORTH
 NH0320'CORNER OF THE BASE, AND 0.8 FOOT ABOVE THE LEVEL OF THE GROUND.
 NH0320
 NH0320                          STATION RECOVERY (2006)
 NH0320
 NH0320'RECOVERY NOTE BY US POWER SQUADRON 2006
 NH0320'THE STATION WAS NOT FOUND.  THE WATER TOWER AND CONCRETE FOUNDATIONS
 NH0320'HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0096 ***********************************************************************
 RM0096  DESIGNATION -  K 12
 RM0096  PID         -  RM0096
 RM0096  STATE/COUNTY-  WI/IRON
 RM0096  USGS QUAD   -  IRONWOOD (1981)
 RM0096
 RM0096                         *CURRENT SURVEY CONTROL
 RM0096  ___________________________________________________________________
 RM0096* NAD 83(1986)-  46 27 00.     (N)    090 10 44.     (W)     SCALED    
 RM0096* NAVD 88     -       454.948  (meters)    1492.61   (feet)  ADJUSTED  
 RM0096  ___________________________________________________________________
 RM0096  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 RM0096  DYNAMIC HT  -         454.966 (meters)    1492.67  (feet)  COMP
 RM0096  MODELED GRAV-     980,638.8   (mgal)                       NAVD 88
 RM0096
 RM0096  VERT ORDER  -  FIRST     CLASS II
 RM0096
 RM0096.The horizontal coordinates were scaled from a topographic map and have
 RM0096.an estimated accuracy of +/- 6 seconds.
 RM0096
 RM0096.The orthometric height was determined by differential leveling
 RM0096.and adjusted by the National Geodetic Survey in June 1991..
 RM0096
 RM0096.The geoid height was determined by GEOID03.
 RM0096
 RM0096.The dynamic height is computed by dividing the NAVD 88
 RM0096.geopotential number by the normal gravity value computed on the
 RM0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0096.degrees latitude (g = 980.6199 gals.).
 RM0096
 RM0096.The modeled gravity was interpolated from observed gravity values.
 RM0096
 RM0096;                    North         East    Units  Estimated Accuracy
 RM0096;SPC WI N     -   142,650.      586,260.      MT  (+/- 180 meters Scaled)
 RM0096
 RM0096                          SUPERSEDED SURVEY CONTROL
 RM0096
 RM0096  NGVD 29 (??/??/92)  454.949  (m)         1492.61   (f) ADJ UNCH    1 2
 RM0096
 RM0096.Superseded values are not recommended for survey control.
 RM0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0096.See file dsdata.txt to determine how the superseded data were derived.
 RM0096
 RM0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM166479(NAD 83)
 RM0096_MARKER: DB = BENCH MARK DISK
 RM0096_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RM0096_SP_SET: ABUTMENT
 RM0096_STAMPING: K 12 1934
 RM0096_MARK LOGO: CGS   
 RM0096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0096
 RM0096  HISTORY     - Date     Condition        Report By
 RM0096  HISTORY     - 1934     MONUMENTED       CGS
 RM0096  HISTORY     - 1982     GOOD             NGS
 RM0096  HISTORY     - 20030502 MARK NOT FOUND   USPSQD
 RM0096  HISTORY     - 20050831 MARK NOT FOUND   WIDT
 RM0096
 RM0096                          STATION DESCRIPTION
 RM0096
 RM0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RM0096'AT HURLEY.
 RM0096'AT HURLEY, IRON COUNTY, ON THE CHICAGO AND NORTH WESTERN RAILWAY,
 RM0096'AT BRIDGE G 188 OVER THE MAIN STREET, AND IN THE EAST END OF THE
 RM0096'BACK WALL OF THE NORTH ABUTMENT.  A STANDARD DISK, STAMPED K
 RM0096'12 1934.
 RM0096
 RM0096                          STATION RECOVERY (1982)
 RM0096
 RM0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RM0096'RECOVERED THIS DATE.  NOTE, IN HURLEY NEAR THE JUNCTION OF U.S.
 RM0096'HIGHWAY 51 AND AURORA STREET.
 RM0096
 RM0096                          STATION RECOVERY (2003)
 RM0096
 RM0096'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0096'NOT FOUND.  NOTE- THE RAILROAD BRIDGE IS OVER SILVER STREET ON THE
 RM0096'EAST SIDE OF HURLEY.  THE CONCRETE SURFACE APPEARS TO HAVE BEEN
 RM0096'RESURFACED WITH CONCRETE WHICH IS NOW CHIPPING AWAY.  THE RAILROAD BED
 RM0096'AND BRIDGE IS NOW A SNOWMOBILE TRAIL.
 RM0096
 RM0096                          STATION RECOVERY (2005)
 RM0096
 RM0096'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RM0096'MARK NOT FOUND.  -NOTE--TOP LAYER OF CONCRETE ON ABUTMENT HAS BROKEN
 RM0096'AWAY, NO EVIDENCE OF STATION WAS RECOVERED.  THE RAILROAD TRACKS HAVE
 RM0096'BEEN REMOVED AND THE OLD RAILROAD BED NOW SERVES AS A SNOWMOBILE AND
 RM0096'ATV TRAIL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0465 ***********************************************************************
 NJ0465  DESIGNATION -  K 121
 NJ0465  PID         -  NJ0465
 NJ0465  STATE/COUNTY-  WI/GRANT
 NJ0465  USGS QUAD   -  BAGLEY (1962)
 NJ0465
 NJ0465                         *CURRENT SURVEY CONTROL
 NJ0465  ___________________________________________________________________
 NJ0465* NAD 83(1986)-  42 53 56.     (N)    091 05 56.     (W)     SCALED    
 NJ0465* NAVD 88     -       190.121  (meters)     623.76   (feet)  ADJUSTED  
 NJ0465  ___________________________________________________________________
 NJ0465  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 NJ0465  DYNAMIC HT  -         190.073 (meters)     623.60  (feet)  COMP
 NJ0465  MODELED GRAV-     980,362.3   (mgal)                       NAVD 88
 NJ0465
 NJ0465  VERT ORDER  -  FIRST     CLASS I
 NJ0465
 NJ0465.The horizontal coordinates were scaled from a topographic map and have
 NJ0465.an estimated accuracy of +/- 6 seconds.
 NJ0465
 NJ0465.The orthometric height was determined by differential leveling
 NJ0465.and adjusted by the National Geodetic Survey in June 1991..
 NJ0465
 NJ0465.The geoid height was determined by GEOID03.
 NJ0465
 NJ0465.The dynamic height is computed by dividing the NAVD 88
 NJ0465.geopotential number by the normal gravity value computed on the
 NJ0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0465.degrees latitude (g = 980.6199 gals.).
 NJ0465
 NJ0465.The modeled gravity was interpolated from observed gravity values.
 NJ0465
 NJ0465;                    North         East    Units  Estimated Accuracy
 NJ0465;SPC WI S     -   100,450.      510,250.      MT  (+/- 180 meters Scaled)
 NJ0465
 NJ0465                          SUPERSEDED SURVEY CONTROL
 NJ0465
 NJ0465  NGVD 29 (??/??/92)  190.169  (m)          623.91   (f) ADJ UNCH    1 1
 NJ0465
 NJ0465.Superseded values are not recommended for survey control.
 NJ0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0465.See file dsdata.txt to determine how the superseded data were derived.
 NJ0465
 NJ0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH552513(NAD 83)
 NJ0465_MARKER: DB = BENCH MARK DISK
 NJ0465_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0465_SP_SET: ABUTMENT
 NJ0465_STAMPING: K 121 1970
 NJ0465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0465
 NJ0465  HISTORY     - Date     Condition        Report By
 NJ0465  HISTORY     - 1970     MONUMENTED       NGS
 NJ0465  HISTORY     - 19980930 GOOD             USPSQD
 NJ0465
 NJ0465                          STATION DESCRIPTION
 NJ0465
 NJ0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0465'0.4 MI SE FROM BAGLEY.
 NJ0465'ABOUT 0.15 MILE SOUTH ALONG THE MAIN STREET FROM THE POST OFFICE
 NJ0465'AT BAGLEY, THENCE 0.3 MILE SOUTHEAST ALONG THE BURLINGTON
 NJ0465'NORTHERN RAILROAD, 0.1 MILE NORTHWEST OF A CROSSING OF THE RAILROAD
 NJ0465'AND A PAVED ROAD, 8 RAILS NORTHWEST OF MILEPOST 228, SET IN THE
 NJ0465'TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT OF A
 NJ0465'RAILROAD BRIDGE, 7.5 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 NJ0465'NORTHEAST TRACK, 14.5 FEET SOUTHEAST OF THE SOUTHEAST END OF A
 NJ0465'METAL GIRDER ON THE BRIDGE, AND ABOUT 4 1/2 FEET BELOW THE LEVEL OF
 NJ0465'THE TRACK.  SECTION 21, T 5N, R 6W.
 NJ0465
 NJ0465                          STATION RECOVERY (1998)
 NJ0465
 NJ0465'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0363 ***********************************************************************
 ON0363  DESIGNATION -  K 122
 ON0363  PID         -  ON0363
 ON0363  STATE/COUNTY-  WI/CRAWFORD
 ON0363  USGS QUAD   -  HARPERS FERRY (1983)
 ON0363
 ON0363                         *CURRENT SURVEY CONTROL
 ON0363  ___________________________________________________________________
 ON0363* NAD 83(1986)-  43 09 59.     (N)    091 08 06.     (W)     SCALED    
 ON0363* NAVD 88     -       192.670  (meters)     632.12   (feet)  ADJUSTED  
 ON0363  ___________________________________________________________________
 ON0363  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 ON0363  DYNAMIC HT  -         192.626 (meters)     631.97  (feet)  COMP
 ON0363  MODELED GRAV-     980,385.0   (mgal)                       NAVD 88
 ON0363
 ON0363  VERT ORDER  -  FIRST     CLASS I
 ON0363
 ON0363.The horizontal coordinates were scaled from a topographic map and have
 ON0363.an estimated accuracy of +/- 6 seconds.
 ON0363
 ON0363.The orthometric height was determined by differential leveling
 ON0363.and adjusted by the National Geodetic Survey in June 1991..
 ON0363
 ON0363.The geoid height was determined by GEOID03.
 ON0363
 ON0363.The dynamic height is computed by dividing the NAVD 88
 ON0363.geopotential number by the normal gravity value computed on the
 ON0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0363.degrees latitude (g = 980.6199 gals.).
 ON0363
 ON0363.The modeled gravity was interpolated from observed gravity values.
 ON0363
 ON0363;                    North         East    Units  Estimated Accuracy
 ON0363;SPC WI S     -   130,200.      507,710.      MT  (+/- 180 meters Scaled)
 ON0363
 ON0363                          SUPERSEDED SURVEY CONTROL
 ON0363
 ON0363  NGVD 29 (??/??/92)  192.721  (m)          632.29   (f) ADJ UNCH    1 1
 ON0363
 ON0363.Superseded values are not recommended for survey control.
 ON0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0363.See file dsdata.txt to determine how the superseded data were derived.
 ON0363
 ON0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH516809(NAD 83)
 ON0363_MARKER: DB = BENCH MARK DISK
 ON0363_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ON0363_SP_SET: 6 FEET
 ON0363_STAMPING: K 122 1970
 ON0363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0363
 ON0363  HISTORY     - Date     Condition        Report By
 ON0363  HISTORY     - 1970     MONUMENTED       NGS
 ON0363
 ON0363                          STATION DESCRIPTION
 ON0363
 ON0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0363'3.9 MI SW FROM LOCK AND DAM NUMBER 9.
 ON0363'ABOUT 3.9 MILES SOUTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD
 ON0363'FROM LOCK AND DAM NUMBER 9, 0.3 MILE NORTH OF MILEPOST 247,
 ON0363'7 1/2 RAILS SOUTH OF A TOOL SHED AT CHARME, 41.5 FEET EAST OF
 ON0363'THE EAST RAIL OF THE EAST SET OF MAIN TRACKS, 27 FEET EAST OF THE
 ON0363'EAST RAIL OF A SIDETRACK, 90 FEET SOUTH OF A SIGNAL CONTROL
 ON0363'BOX, 78.8 FEET SOUTH OF A CONCRETE DERAIL POST, 4 FEET SOUTH
 ON0363'OF A TELEPHONE POLE, ABOUT 2 FEET BELOW THE LEVEL OF THE MAIN
 ON0363'TRACKS, AND ON THE TOP OF A COPPER COATED ROD THAT IS DRIVEN
 ON0363'TO REFUSAL AT A DEPTH OF 6 FEET AND IS ENCASED IN A 4-INCH IRON PIPE
 ON0363'WHICH PROJECTS 3 INCHES.  SECTION 18, T 8N, R 6W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0426 ***********************************************************************
 ON0426  DESIGNATION -  K 123
 ON0426  PID         -  ON0426
 ON0426  STATE/COUNTY-  WI/VERNON
 ON0426  USGS QUAD   -  DE SOTO (1983)
 ON0426
 ON0426                         *CURRENT SURVEY CONTROL
 ON0426  ___________________________________________________________________
 ON0426* NAD 83(1986)-  43 26 35.     (N)    091 12 36.     (W)     SCALED    
 ON0426* NAVD 88     -       192.779  (meters)     632.48   (feet)  ADJUSTED  
 ON0426  ___________________________________________________________________
 ON0426  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 ON0426  DYNAMIC HT  -         192.741 (meters)     632.35  (feet)  COMP
 ON0426  MODELED GRAV-     980,419.8   (mgal)                       NAVD 88
 ON0426
 ON0426  VERT ORDER  -  FIRST     CLASS I
 ON0426
 ON0426.The horizontal coordinates were scaled from a topographic map and have
 ON0426.an estimated accuracy of +/- 6 seconds.
 ON0426
 ON0426.The orthometric height was determined by differential leveling
 ON0426.and adjusted by the National Geodetic Survey in June 1991..
 ON0426
 ON0426.The geoid height was determined by GEOID03.
 ON0426
 ON0426.The dynamic height is computed by dividing the NAVD 88
 ON0426.geopotential number by the normal gravity value computed on the
 ON0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0426.degrees latitude (g = 980.6199 gals.).
 ON0426
 ON0426.The modeled gravity was interpolated from observed gravity values.
 ON0426
 ON0426;                    North         East    Units  Estimated Accuracy
 ON0426;SPC WI S     -   161,020.      502,060.      MT  (+/- 180 meters Scaled)
 ON0426
 ON0426                          SUPERSEDED SURVEY CONTROL
 ON0426
 ON0426  NGVD 29 (??/??/92)  192.820  (m)          632.61   (f) ADJ UNCH    1 1
 ON0426
 ON0426.Superseded values are not recommended for survey control.
 ON0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0426.See file dsdata.txt to determine how the superseded data were derived.
 ON0426
 ON0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ448115(NAD 83)
 ON0426_MARKER: DB = BENCH MARK DISK
 ON0426_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ON0426_SP_SET: BOX CULVERT
 ON0426_STAMPING: K 123 1970
 ON0426_MARK LOGO: CGS   
 ON0426_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ON0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0426+STABILITY: SURFACE MOTION
 ON0426_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0426+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2001
 ON0426
 ON0426  HISTORY     - Date     Condition        Report By
 ON0426  HISTORY     - 1970     MONUMENTED       NGS
 ON0426  HISTORY     - 20010412 GOOD             WIDT
 ON0426
 ON0426                          STATION DESCRIPTION
 ON0426
 ON0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0426'1.5 MI N FROM DE SOTO.
 ON0426'ABOUT 1.5 MILES NORTH ALONG THE BURLINGTON NORTHERN RAILROAD
 ON0426'FROM THE STATION AT DE SOTO, 0.15 MILE NORTH OF AN ARTESIAN
 ON0426'WELL, 152 FEET EAST AND ACROSS STATE HIGHWAY 35 FROM THE EAST
 ON0426'RAIL OF THE EAST TRACK, 45 FEET EAST OF THE CENTER LINE OF THE
 ON0426'HIGHWAY, 57 FEET SOUTHEAST OF THE CENTER OF A JUNCTION OF THE
 ON0426'HIGHWAY AND THE SOUTH PAVED ENTRANCE TO A ROADSIDE PARK, SET IN
 ON0426'THE TOP OF THE NORTH END OF THE EAST CONCRETE HEADWALL OF A
 ON0426'10- X 8-FOOT CONCRETE BOX CULVERT WHICH IS USED AS AN UNDERPASS,
 ON0426'AND ABOUT 8 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.  SECTION 9,
 ON0426'T 11 N, R 7 W
 ON0426
 ON0426                          STATION RECOVERY (2001)
 ON0426
 ON0426'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 ON0426'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 ON0426'STATION FROM THE NORTH JUNCTION OF STATE HIGHWAY 35 WITH STATE HIGHWAY
 ON0426'82 IN THE VILLAGE OF DE SOTO, GO NORTH OF STATE HIGHWAY 35 FOR 1.5 MI
 ON0426'(2.41 KM) TO GHELF ROAD ON THE RIGHT AND THE STATION ON THE RIGHT.
 ON0426'THE STATION IS A BRONZE NATIONAL GEODETIC SURVEY BENCH MARK DISK SET
 ON0426'IN THE TOP OF A BOX CULVERT ABOUT 4 M (13.1 FT) BELOW THE HIGHWAY
 ON0426'PAVEMENT.  THE STATION IS 13.7 M (44.9 FT) EAST OF THE CENTERLINE OF
 ON0426'STATE HIGHWAY 35, 116.0 M (380.6 FT) NORTH OF THE CENTERLINE OF GHELF
 ON0426'ROAD, 19.0 M (62.3 FT) NORTH-NORTHEAST OF THE SOUTH END WOOD POST FOR
 ON0426'A GUARD RAIL AND 7.3 M (24.0 FT) EAST OF A METAL GUARD RAIL (WHERE THE
 ON0426'WASHOUT STARTS).  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 ON0426'OBSERVATION DUE TO TREES IN ALL QUADRANTS EXTENDING HIGHER THAN 25
 ON0426'DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0247 ***********************************************************************
 ON0247  DESIGNATION -  K 124
 ON0247  PID         -  ON0247
 ON0247  STATE/COUNTY-  WI/LA CROSSE
 ON0247  USGS QUAD   -  LA CROSSE (1993)
 ON0247
 ON0247                         *CURRENT SURVEY CONTROL
 ON0247  ___________________________________________________________________
 ON0247* NAD 83(1986)-  43 46 43.     (N)    091 13 26.     (W)     SCALED    
 ON0247* NAVD 88     -       203.507  (meters)     667.67   (feet)  ADJUSTED  
 ON0247  ___________________________________________________________________
 ON0247  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 ON0247  DYNAMIC HT  -         203.470 (meters)     667.55  (feet)  COMP
 ON0247  MODELED GRAV-     980,431.3   (mgal)                       NAVD 88
 ON0247
 ON0247  VERT ORDER  -  FIRST     CLASS I
 ON0247
 ON0247.The horizontal coordinates were scaled from a topographic map and have
 ON0247.an estimated accuracy of +/- 6 seconds.
 ON0247
 ON0247.The orthometric height was determined by differential leveling
 ON0247.and adjusted by the National Geodetic Survey in June 1991..
 ON0247
 ON0247.The geoid height was determined by GEOID03.
 ON0247
 ON0247.The dynamic height is computed by dividing the NAVD 88
 ON0247.geopotential number by the normal gravity value computed on the
 ON0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0247.degrees latitude (g = 980.6199 gals.).
 ON0247
 ON0247.The modeled gravity was interpolated from observed gravity values.
 ON0247
 ON0247;                    North         East    Units  Estimated Accuracy
 ON0247;SPC WI S     -   198,310.      501,480.      MT  (+/- 180 meters Scaled)
 ON0247
 ON0247                          SUPERSEDED SURVEY CONTROL
 ON0247
 ON0247  NGVD 29 (??/??/92)  203.524  (m)          667.73   (f) ADJ UNCH    1 1
 ON0247
 ON0247.Superseded values are not recommended for survey control.
 ON0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0247.See file dsdata.txt to determine how the superseded data were derived.
 ON0247
 ON0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ429488(NAD 83)
 ON0247_MARKER: DB = BENCH MARK DISK
 ON0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0247_STAMPING: K 124 1970
 ON0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0247+STABILITY: SURFACE MOTION
 ON0247
 ON0247  HISTORY     - Date     Condition        Report By
 ON0247  HISTORY     - 1970     MONUMENTED       NGS
 ON0247  HISTORY     - 20030520 MARK NOT FOUND   USPSQD
 ON0247
 ON0247                          STATION DESCRIPTION
 ON0247
 ON0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0247'AT LA CROSSE.
 ON0247'AT LA CROSSE, 320 FEET EAST OF THE EAST CORNER OF THE STATE
 ON0247'OFFICE BUILDING, AT THE NORTH CORNER OF A CEMETERY, 41 1/2 FEET
 ON0247'SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAYS 14 AND 61 AND
 ON0247'STATE HIGHWAY 35, 33 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE
 ON0247'PAVED DRIVEWAY WHICH LEADS TO THE STATE OFFICE BUILDING, 13.0
 ON0247'FEET SOUTH OF A POWER POLE WHICH BEARS A LIGHT, 6.2 FEET SOUTHWEST
 ON0247'OF THE NORTH METAL CORNER FENCE POST IN THE CEMETERY FENCE, 0.7
 ON0247'FOOT NORTHWEST OF A METAL FENCE, ABOUT 1 FOOT ABOVE THE LEVEL OF
 ON0247'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL
 ON0247'WITH THE SURFACE OF THE GROUND.  SECTION 16, T 15N, R 7W.
 ON0247
 ON0247                          STATION RECOVERY (2003)
 ON0247
 ON0247'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 ON0247'NOT FOUND.  THE STREET WAS RECONSTRUCTED IN 1997 AND NEW LANDSCAPING
 ON0247'MAY HAVE PLACED THE STATION UNDERGROUND.  IT WAS NOT FOUND WITH
 ON0247'PROBING AND A METAL DETECTOR. IT IS IN THE SW QUADRANT OF THE
 ON0247'INTERSECTION OF 21ST PLACE AND MORMON COULEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0794 ***********************************************************************
 PO0794  DESIGNATION -  K 125 RESET
 PO0794  PID         -  PO0794
 PO0794  STATE/COUNTY-  WI/BUFFALO
 PO0794  USGS QUAD   -  COCHRANE (1972)
 PO0794
 PO0794                         *CURRENT SURVEY CONTROL
 PO0794  ___________________________________________________________________
 PO0794* NAD 83(1986)-  44 12 00.     (N)    091 47 54.     (W)     SCALED    
 PO0794* NAVD 88     -       202.34   (meters)     663.8    (feet)  RESET     
 PO0794  ___________________________________________________________________
 PO0794  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 PO0794
 PO0794  VERT ORDER  -  THIRD
 PO0794
 PO0794.The horizontal coordinates were scaled from a topographic map and have
 PO0794.an estimated accuracy of +/- 6 seconds.
 PO0794
 PO0794.The orthometric height was computed from unverified reset data.
 PO0794.No vertical observational check was made to the station.
 PO0794
 PO0794.The geoid height was determined by GEOID03.
 PO0794
 PO0794;                    North         East    Units  Estimated Accuracy
 PO0794;SPC WI C     -    42,340.      456,260.      MT  (+/- 180 meters Scaled)
 PO0794
 PO0794                          SUPERSEDED SURVEY CONTROL
 PO0794
 PO0794  NGVD 29 (09/01/04)  202.36   (m)          663.9    (f) RESET       3  
 PO0794
 PO0794.Superseded values are not recommended for survey control.
 PO0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0794.See file dsdata.txt to determine how the superseded data were derived.
 PO0794
 PO0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ960947(NAD 83)
 PO0794_MARKER: DV = VERTICAL CONTROL DISK
 PO0794_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PO0794_SP_SET: CULVERT HEADWALL
 PO0794_STAMPING: K 125 RESET 1979
 PO0794_MARK LOGO: NGS   
 PO0794_MAGNETIC: N = NO MAGNETIC MATERIAL
 PO0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0794+STABILITY: SURFACE MOTION
 PO0794
 PO0794  HISTORY     - Date     Condition        Report By
 PO0794  HISTORY     - 1979     MONUMENTED       WIDT
 PO0794
 PO0794                          STATION DESCRIPTION
 PO0794
 PO0794'DESCRIBED BY WI DEPT OF TRANSP 1979
 PO0794'ABOUT 2.7 MILES (4.3 KM) SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE
 PO0794'LACROSSE MILLING COMPANY ELEVATORS IN COCHRANE, 24 FEET (7.3 M)
 PO0794'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 25 FEET (7.6 M) SOUTHEAST
 PO0794'OF THE CENTERLINE OF A TRAIL ROAD, SET IN THE TOP OF THE SOUTHEAST
 PO0794'CONCRETE HEADWALL OF A 3 1/2 BY 4 1/2 FOOT BOX CULVERT, 46 1/2 FEET
 PO0794'NORTHWEST OF POWER POLE NUMBER 133.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP0457 ***********************************************************************
 PP0457  DESIGNATION -  K 126
 PP0457  PID         -  PP0457
 PP0457  STATE/COUNTY-  WI/PIERCE
 PP0457  USGS QUAD   -  DIAMOND BLUFF WEST (1992)
 PP0457
 PP0457                         *CURRENT SURVEY CONTROL
 PP0457  ___________________________________________________________________
 PP0457* NAD 83(1986)-  44 39 15.     (N)    092 38 15.     (W)     SCALED    
 PP0457* NAVD 88     -       215.689  (meters)     707.64   (feet)  ADJUSTED  
 PP0457  ___________________________________________________________________
 PP0457  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 PP0457  DYNAMIC HT  -         215.659 (meters)     707.54  (feet)  COMP
 PP0457  MODELED GRAV-     980,473.3   (mgal)                       NAVD 88
 PP0457
 PP0457  VERT ORDER  -  FIRST     CLASS I
 PP0457
 PP0457.The horizontal coordinates were scaled from a topographic map and have
 PP0457.an estimated accuracy of +/- 6 seconds.
 PP0457
 PP0457.The orthometric height was determined by differential leveling
 PP0457.and adjusted by the National Geodetic Survey in June 1991..
 PP0457
 PP0457.The geoid height was determined by GEOID03.
 PP0457
 PP0457.The dynamic height is computed by dividing the NAVD 88
 PP0457.geopotential number by the normal gravity value computed on the
 PP0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0457.degrees latitude (g = 980.6199 gals.).
 PP0457
 PP0457.The modeled gravity was interpolated from observed gravity values.
 PP0457
 PP0457;                    North         East    Units  Estimated Accuracy
 PP0457;SPC WI C     -    94,610.      390,840.      MT  (+/- 180 meters Scaled)
 PP0457
 PP0457                          SUPERSEDED SURVEY CONTROL
 PP0457
 PP0457  NGVD 29 (??/??/92)  215.649  (m)          707.51   (f) ADJ UNCH    1 1
 PP0457
 PP0457.Superseded values are not recommended for survey control.
 PP0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0457.See file dsdata.txt to determine how the superseded data were derived.
 PP0457
 PP0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK287445(NAD 83)
 PP0457_MARKER: DB = BENCH MARK DISK
 PP0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0457_STAMPING: K 126 1970
 PP0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0457+STABILITY: SURFACE MOTION
 PP0457
 PP0457  HISTORY     - Date     Condition        Report By
 PP0457  HISTORY     - 1970     MONUMENTED       NGS
 PP0457  HISTORY     - 20020921 MARK NOT FOUND   USPSQD
 PP0457  HISTORY     - 20040106 MARK NOT FOUND   WIDT
 PP0457
 PP0457                          STATION DESCRIPTION
 PP0457
 PP0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PP0457'6.6 MI NW FROM HAGER CITY.
 PP0457'ABOUT 0.35 MILE NORTH ALONG COUNTY ROAD VV FROM THE POST OFFICE AT
 PP0457'HAGER CITY, THENCE 6.25 MILES NORTHWEST ALONG COUNTY ROAD E, 0.5 MILE
 PP0457'NORTHWEST OF A METHODIST CHURCH IN THE SMALL COMMUNITY OF DIAMOND
 PP0457'BLUFF, 147 FEET SOUTHWEST AND ACROSS TWO TRACKS OF THE BURLINGTON
 PP0457'NORTHERN RAILROAD FROM THE CENTER LINE OF THE ROAD, 67 FEET SOUTH OF
 PP0457'THE CENTER OF THE CROSSING OF THE RAILROAD AND A PAVED ROAD, 97 FEET
 PP0457'NORTHWEST OF A POWER POLE WHICH BEARS A TRANSFORMER, 30 FEET SOUTHWEST
 PP0457'OF THE SOUTHWEST RAIL OF THE SOUTHWEST TRACK, 48 FEET EAST OF THE
 PP0457'CENTER LINE OF THE PAVED ROAD, 1.6 FEET NORTHEAST OF A METAL WITNESS
 PP0457'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF
 PP0457'A CONCRETE POST WHICH PROJECTS 3 INCHES.  SECTION 13, T 25N, R 18W.
 PP0457
 PP0457                          STATION RECOVERY (2002)
 PP0457
 PP0457'RECOVERY NOTE BY US POWER SQUADRON 2002 (KG)
 PP0457'RAILROAD/ROAD CROSSING REMOVED, NO WITNESS POST IN AREA. AFTER
 PP0457'EXTENSIVE SEARCH, NO MARK FOUND.
 PP0457
 PP0457                          STATION RECOVERY (2004)
 PP0457
 PP0457'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (MJB)
 PP0457'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0363 ***********************************************************************
 QL0363  DESIGNATION -  K 128
 QL0363  PID         -  QL0363
 QL0363  STATE/COUNTY-  WI/MARINETTE
 QL0363  USGS QUAD   -  HARMONY (1982)
 QL0363
 QL0363                         *CURRENT SURVEY CONTROL
 QL0363  ___________________________________________________________________
 QL0363* NAD 83(1986)-  45 03 16.     (N)    087 45 51.     (W)     SCALED    
 QL0363* NAVD 88     -       186.649  (meters)     612.36   (feet)  ADJUSTED  
 QL0363  ___________________________________________________________________
 QL0363  GEOID HEIGHT-         -36.68  (meters)                     GEOID03
 QL0363  DYNAMIC HT  -         186.633 (meters)     612.31  (feet)  COMP
 QL0363  MODELED GRAV-     980,528.6   (mgal)                       NAVD 88
 QL0363
 QL0363  VERT ORDER  -  FIRST     CLASS 0
 QL0363
 QL0363.The horizontal coordinates were scaled from a topographic map and have
 QL0363.an estimated accuracy of +/- 6 seconds.
 QL0363
 QL0363.The orthometric height was determined by differential leveling
 QL0363.and adjusted by the National Geodetic Survey in June 1991..
 QL0363
 QL0363.The geoid height was determined by GEOID03.
 QL0363
 QL0363.The dynamic height is computed by dividing the NAVD 88
 QL0363.geopotential number by the normal gravity value computed on the
 QL0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0363.degrees latitude (g = 980.6199 gals.).
 QL0363
 QL0363.The modeled gravity was interpolated from observed gravity values.
 QL0363
 QL0363;                    North         East    Units  Estimated Accuracy
 QL0363;SPC WI C     -   138,110.      776,090.      MT  (+/- 180 meters Scaled)
 QL0363
 QL0363                          SUPERSEDED SURVEY CONTROL
 QL0363
 QL0363.No superseded survey control is available for this station.
 QL0363
 QL0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ398892(NAD 83)
 QL0363_MARKER: DB = BENCH MARK DISK
 QL0363_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0363_SP_SET: 20 FEET
 QL0363_STAMPING: K 128 1972
 QL0363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0363_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0363+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2002
 QL0363
 QL0363  HISTORY     - Date     Condition        Report By
 QL0363  HISTORY     - 1972     MONUMENTED       NGS
 QL0363  HISTORY     - 1990     GOOD             USPSQD
 QL0363  HISTORY     - 19910606 GOOD             USPSQD
 QL0363  HISTORY     - 19960829 GOOD             USPSQD
 QL0363  HISTORY     - 20011107 POOR             USPSQD
 QL0363  HISTORY     - 20021005 GOOD             GEOCAC
 QL0363  HISTORY     - 20051209 POOR             WIDT
 QL0363
 QL0363                          STATION DESCRIPTION
 QL0363
 QL0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0363'AT PESHTIGO.
 QL0363'AT PESHTIGO, ABOUT 0.7 MILE SOUTHWEST ALONG U.S. HIGHWAY 41
 QL0363'FROM THE HIGHWAY BRIDGE OVER THE PESHTIGO RIVER, AT THE OUTSIDE
 QL0363'OF A CURVE IN THE HIGHWAY, ABOUT 50 YARDS WEST OF THE JUNCTION
 QL0363'OF MEYER AND FISH STREET, 96 FEET SOUTH OF THE WEST CORNER OF
 QL0363'THE EDGEWOOD SUPPER CLUB, 76 1/2 FEET NORTHWEST OF THE CENTER
 QL0363'LINE OF THE HIGHWAY, 13 FEET NORTHWEST OF THE NORTH CORNER OF
 QL0363'A CONCRETE BLOCK FLOWER POT, 1 1/2 FEET NORTHWEST OF A POLE
 QL0363'SUPPORTING A SIGN, 4.6 FEET NORTH OF A METAL WITNESS POST,
 QL0363'ABOUT LEVEL WITH THE HIGHWAY AND SET ON THE TOP OF A COPPER
 QL0363'COATED STEEL ROD THAT IS ENCASED IN A 6 INCH METAL PIPE THAT
 QL0363'IS FLUSH WITH THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A
 QL0363'DEPTH OF 20 FEET.  SECTION 24, T 30N, R 22E
 QL0363
 QL0363                          STATION RECOVERY (1990)
 QL0363
 QL0363'RECOVERY NOTE BY US POWER SQUADRON 1990 (RPT)
 QL0363'RECOVERED IN GOOD CONDITION.
 QL0363
 QL0363                          STATION RECOVERY (1991)
 QL0363
 QL0363'RECOVERY NOTE BY US POWER SQUADRON 1991 (RPT)
 QL0363'RECOVERED IN GOOD CONDITION.
 QL0363
 QL0363                          STATION RECOVERY (1996)
 QL0363
 QL0363'RECOVERY NOTE BY US POWER SQUADRON 1996
 QL0363'RECOVERED IN GOOD CONDITION.
 QL0363
 QL0363                          STATION RECOVERY (2001)
 QL0363
 QL0363'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 QL0363'DISK ON ROD IS BENT AND PROTRUDES ABOUT 4 INCHES ABOVE GROUND LEVEL.
 QL0363'THE ABOVE GROUND SECTION OF THE ENCASEMENT PIPE IS MISSING.  MARK IS
 QL0363'VULNERABLE TO FURTHER DAMAGE.
 QL0363
 QL0363                          STATION RECOVERY (2002)
 QL0363
 QL0363'RECOVERY NOTE BY GEOCACHING 2002 (RFC)
 QL0363'RESTURANT IS NOW BERG'S CHOP SHOP.
 QL0363
 QL0363                          STATION RECOVERY (2005)
 QL0363
 QL0363'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QL0363'RECOVERED IN POOR CONDITION.   ADD THE STATION IS 2.7 M SOUTHWEST OF
 QL0363'THE EDGE OF PAVEMENT AND 0.3 M NORTHWEST OF THE BASE OF AN OLD POWER
 QL0363'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0230 ***********************************************************************
 PM0230  DESIGNATION -  K 129
 PM0230  PID         -  PM0230
 PM0230  STATE/COUNTY-  WI/OCONTO
 PM0230  USGS QUAD   -  PENSAUKEE (1974)
 PM0230
 PM0230                         *CURRENT SURVEY CONTROL
 PM0230  ___________________________________________________________________
 PM0230* NAD 83(1986)-  44 48 30.     (N)    087 55 04.     (W)     SCALED    
 PM0230* NAVD 88     -       177.665  (meters)     582.89   (feet)  ADJUSTED  
 PM0230  ___________________________________________________________________
 PM0230  GEOID HEIGHT-         -36.40  (meters)                     GEOID03
 PM0230  DYNAMIC HT  -         177.647 (meters)     582.83  (feet)  COMP
 PM0230  MODELED GRAV-     980,514.6   (mgal)                       NAVD 88
 PM0230
 PM0230  VERT ORDER  -  FIRST     CLASS 0
 PM0230
 PM0230.The horizontal coordinates were scaled from a topographic map and have
 PM0230.an estimated accuracy of +/- 6 seconds.
 PM0230
 PM0230.The orthometric height was determined by differential leveling
 PM0230.and adjusted by the National Geodetic Survey in June 1991..
 PM0230
 PM0230.The geoid height was determined by GEOID03.
 PM0230
 PM0230.The dynamic height is computed by dividing the NAVD 88
 PM0230.geopotential number by the normal gravity value computed on the
 PM0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0230.degrees latitude (g = 980.6199 gals.).
 PM0230
 PM0230.The modeled gravity was interpolated from observed gravity values.
 PM0230
 PM0230;                    North         East    Units  Estimated Accuracy
 PM0230;SPC WI C     -   110,450.      764,700.      MT  (+/- 180 meters Scaled)
 PM0230
 PM0230                          SUPERSEDED SURVEY CONTROL
 PM0230
 PM0230.No superseded survey control is available for this station.
 PM0230
 PM0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ274620(NAD 83)
 PM0230_MARKER: DB = BENCH MARK DISK
 PM0230_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PM0230_SP_SET: 16 FT
 PM0230_STAMPING: K 129 1972
 PM0230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0230_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0230+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2005
 PM0230
 PM0230  HISTORY     - Date     Condition        Report By
 PM0230  HISTORY     - 1972     MONUMENTED       NGS
 PM0230  HISTORY     - 19901113 GOOD             USPSQD
 PM0230  HISTORY     - 19961002 GOOD             USPSQD
 PM0230  HISTORY     - 20021115 GOOD             USPSQD
 PM0230  HISTORY     - 20051208 GOOD             WIDT
 PM0230
 PM0230                          STATION DESCRIPTION
 PM0230
 PM0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0230'1.15 MI S FROM PENSAUKEE.
 PM0230'ABOUT 1.15 MILES SOUTH ALONG COUNTY ROAD S FROM THE BRIDGE OVER THE
 PM0230'PENSAUKEE RIVER AT PENSAUKEE, ABOUT 0.65 MILE SOUTH OF THE JUNCTION OF
 PM0230'PENSAUKEE BAY ROAD, 46 FEET EAST OF THE CENTER OF THE JUNCTION OF A
 PM0230'GRAVEL ROAD LEADING SOUTHEAST, 54 1/2 FEET NORTHEAST OF AND ACROSS THE
 PM0230'DRIVEWAY FROM THE SOUTHEAST END OF A 3 FOOT PIPE CULVERT UNDER THE
 PM0230'ROAD, 40 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 4.8 FEET EAST
 PM0230'OF A METAL POST SUPPORTING A UNDERGROUND CABLE MARKER, 1 FOOT
 PM0230'SOUTHWEST OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE ROAD,
 PM0230'AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD THAT IS ENCASED
 PM0230'IN A 5 INCH METAL PIPE THAT PROJECTS 5 INCHES ABOVE THE LEVEL OF THE
 PM0230'GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 16 FEET.  SECTION 14, T 27N,
 PM0230'R 21E.
 PM0230
 PM0230                          STATION RECOVERY (1990)
 PM0230
 PM0230'RECOVERY NOTE BY US POWER SQUADRON 1990 (RPT)
 PM0230'RECOVERED IN GOOD CONDITION.
 PM0230
 PM0230                          STATION RECOVERY (1996)
 PM0230
 PM0230'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0230'RECOVERED IN GOOD CONDITION.
 PM0230
 PM0230                          STATION RECOVERY (2002)
 PM0230
 PM0230'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0230'RECOVERED IN GOOD CONDITION.
 PM0230
 PM0230                          STATION RECOVERY (2005)
 PM0230
 PM0230'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0230'RECOVERED IN GOOD CONDITION.  ADD THE STATION IS 1.0 M WEST OF AN
 PM0230'ORANGE FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0428 ***********************************************************************
 QM0428  DESIGNATION -  K 13
 QM0428  PID         -  QM0428
 QM0428  STATE/COUNTY-  WI/VILAS
 QM0428  USGS QUAD   -  FENCE LAKE (1971)
 QM0428
 QM0428                         *CURRENT SURVEY CONTROL
 QM0428  ___________________________________________________________________
 QM0428* NAD 83(1986)-  45 55 52.     (N)    089 46 52.     (W)     SCALED    
 QM0428* NAVD 88     -       492.915  (meters)    1617.17   (feet)  ADJUSTED  
 QM0428  ___________________________________________________________________
 QM0428  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 QM0428  DYNAMIC HT  -         492.898 (meters)    1617.12  (feet)  COMP
 QM0428  MODELED GRAV-     980,564.6   (mgal)                       NAVD 88
 QM0428
 QM0428  VERT ORDER  -  FIRST     CLASS II
 QM0428
 QM0428.The horizontal coordinates were scaled from a topographic map and have
 QM0428.an estimated accuracy of +/- 6 seconds.
 QM0428
 QM0428.The orthometric height was determined by differential leveling
 QM0428.and adjusted by the National Geodetic Survey in June 1991..
 QM0428
 QM0428.The geoid height was determined by GEOID03.
 QM0428
 QM0428.The dynamic height is computed by dividing the NAVD 88
 QM0428.geopotential number by the normal gravity value computed on the
 QM0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0428.degrees latitude (g = 980.6199 gals.).
 QM0428
 QM0428.The modeled gravity was interpolated from observed gravity values.
 QM0428
 QM0428;                    North         East    Units  Estimated Accuracy
 QM0428;SPC WI N     -    84,990.      616,980.      MT  (+/- 180 meters Scaled)
 QM0428
 QM0428                          SUPERSEDED SURVEY CONTROL
 QM0428
 QM0428  NGVD 29 (??/??/92)  492.889  (m)         1617.09   (f) ADJ UNCH    1 2
 QM0428
 QM0428.Superseded values are not recommended for survey control.
 QM0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0428.See file dsdata.txt to determine how the superseded data were derived.
 QM0428
 QM0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR843901(NAD 83)
 QM0428_MARKER: DB = BENCH MARK DISK
 QM0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0428+STABILITY: SURFACE MOTION
 QM0428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QM0428+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2005
 QM0428
 QM0428  HISTORY     - Date     Condition        Report By
 QM0428  HISTORY     - UNK      MONUMENTED       CGS
 QM0428  HISTORY     - 1934     GOOD             NGS
 QM0428  HISTORY     - 20050921 GOOD             WIDT
 QM0428
 QM0428                          STATION DESCRIPTION
 QM0428
 QM0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QM0428'5 MI NW FROM WOODRUFF.
 QM0428'5 MILES N.W. OF WOODRUFF, STANDARD DISC IN PRE-CAST POST 5 MILES
 QM0428'N. W. OF WOODRUFF DEPOT.  MARK IS 14 YDS. S.W. OF THE S. RAIL
 QM0428'AND 3 YDS S.E. OF MILE POST 284.  ABOUT .5 MILE N.W. OF COUNTY
 QM0428'ROAD CROSSING AND 4 FT. N.E. OF FENCE LINE.
 QM0428
 QM0428                          STATION RECOVERY (2005)
 QM0428
 QM0428'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0428'RECOVERED IN GOOD CONDITION. -ADD- THE STATION IS 0.3 MILES NORTHWEST
 QM0428'ALONG STATE HIGHWAY 47 FROM THE JUNCTION OF COUNTY HIGHWAY F AND STATE
 QM0428'HIGHWAY 47, 10.4 M NORTHEAST OF CENTERLINE OF STATE HIGHWAY 47, 0.3 M
 QM0428'SOUTH OF A WHITE WITNESS SIGN ON A STEEL FENCE POST, AND PROTRUDES 21
 QM0428'CM ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0092 ***********************************************************************
 PN0092  DESIGNATION -  K 130
 PN0092  PID         -  PN0092
 PN0092  STATE/COUNTY-  WI/BROWN
 PN0092  USGS QUAD   -  GREEN BAY WEST (1992)
 PN0092
 PN0092                         *CURRENT SURVEY CONTROL
 PN0092  ___________________________________________________________________
 PN0092* NAD 83(1986)-  44 33 02.     (N)    088 02 44.     (W)     SCALED    
 PN0092* NAVD 88     -       177.902  (meters)     583.67   (feet)  ADJUSTED  
 PN0092  ___________________________________________________________________
 PN0092  GEOID HEIGHT-         -36.21  (meters)                     GEOID03
 PN0092  DYNAMIC HT  -         177.880 (meters)     583.59  (feet)  COMP
 PN0092  MODELED GRAV-     980,493.4   (mgal)                       NAVD 88
 PN0092
 PN0092  VERT ORDER  -  FIRST     CLASS 0
 PN0092
 PN0092.The horizontal coordinates were scaled from a topographic map and have
 PN0092.an estimated accuracy of +/- 6 seconds.
 PN0092
 PN0092.The orthometric height was determined by differential leveling
 PN0092.and adjusted by the National Geodetic Survey in June 1991..
 PN0092.WARNING-Repeat measurements at this control monument indicate possible
 PN0092.vertical movement.
 PN0092
 PN0092.The geoid height was determined by GEOID03.
 PN0092
 PN0092.The dynamic height is computed by dividing the NAVD 88
 PN0092.geopotential number by the normal gravity value computed on the
 PN0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0092.degrees latitude (g = 980.6199 gals.).
 PN0092
 PN0092.The modeled gravity was interpolated from observed gravity values.
 PN0092
 PN0092;                    North         East    Units  Estimated Accuracy
 PN0092;SPC WI C     -    81,570.      755,280.      MT  (+/- 180 meters Scaled)
 PN0092
 PN0092                          SUPERSEDED SURVEY CONTROL
 PN0092
 PN0092.No superseded survey control is available for this station.
 PN0092
 PN0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ169335(NAD 83)
 PN0092_MARKER: DV = VERTICAL CONTROL DISK
 PN0092_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PN0092_SP_SET: COPPER-CLAD STEEL ROD
 PN0092_STAMPING: K 130 1972
 PN0092_MARK LOGO: NGS   
 PN0092_MAGNETIC: I = MARKER IS A STEEL ROD
 PN0092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0092_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0092+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2005
 PN0092
 PN0092  HISTORY     - Date     Condition        Report By
 PN0092  HISTORY     - 1972     MONUMENTED       NGS
 PN0092  HISTORY     - 1985     GOOD             NGS
 PN0092  HISTORY     - 19940503 GOOD             WI-009
 PN0092  HISTORY     - 20010331 GOOD             NGS
 PN0092  HISTORY     - 20021116 GOOD             USPSQD
 PN0092  HISTORY     - 20050621 GOOD             USPSQD
 PN0092  HISTORY     - 20050808 GOOD             WIDT
 PN0092
 PN0092                          STATION DESCRIPTION
 PN0092
 PN0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PN0092'AT HOWARD.
 PN0092'AT HOWARD, ABOUT 0.75 MILE SOUTHEAST ALONG THE CHICAGO AND NORTH
 PN0092'WESTERN RAILWAY FROM THE U.S. HIGHWAYS 41 AND 141 AT HOWARD,
 PN0092'0.2 MILE NORTHEAST ALONG MILITARY AVENUE FROM ITS INTERSECTION
 PN0092'WITH VELP AVEUNUE AT HOWARD, 74 FEET WEST OF THE CENTER OF THE
 PN0092'CROSSING OF THE AVENUE AND THE SOUTHBOUND TRACK, 60 1/2 FEET
 PN0092'NORTH OF THE EAST CORNER OF A CHAIN LINK FENCE AROUND A SMALL
 PN0092'BRICK BUILDING, 48.4 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 PN0092'NEAR TRACK, 57 FEET NORTHWEST OF THE CENTER LINE OF THE AVENUE,
 PN0092'2 FEET SOUTHEAST OF POWER POLE 11850-6-4EE61, 1 FOOT NORTHEAST
 PN0092'OF A METAL WITNESS POST, 4 FEET BELOW THE LEVEL OF THE TRACK
 PN0092'AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD THAT IS
 PN0092'ENCASED IN A 6 INCH METAL PIPE THAT PROJECTS 4 INCHES ABOVE THE
 PN0092'LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 56 FEET.
 PN0092'SECTION 14, T 24 N, R 20 E.
 PN0092
 PN0092                          STATION RECOVERY (1985)
 PN0092
 PN0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0092'RECOVERED IN GOOD CONDITION.
 PN0092
 PN0092                          STATION RECOVERY (1994)
 PN0092
 PN0092'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0092'RECOVERED AS DESCRIBED.
 PN0092
 PN0092                          STATION RECOVERY (2001)
 PN0092
 PN0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PN0092'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PN0092
 PN0092                          STATION RECOVERY (2002)
 PN0092
 PN0092'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0092'RECOVERED IN GOOD CONDITION.
 PN0092
 PN0092                          STATION RECOVERY (2005)
 PN0092
 PN0092'RECOVERY NOTE BY US POWER SQUADRON 2005 (RWS)
 PN0092'MARK DISK IS IN GOOD SHAPE. CASING AROUND MARKER IS RUSTED AND BROKEN
 PN0092'ABOUT 5 IN. DOWN. MARK IS NEXT TO POLE NO. NOTED IN STATION
 PN0092'DESCRIPTON. WITNESS POST IS INTACT. MARK IS NORTH, ACROSS DRIVEWAY,
 PN0092'FROM BRICK CITY OF GREEN BAY WATER UTL. BRICK BLDG. WITH CHAIN LINK
 PN0092'FENCE.
 PN0092
 PN0092                          STATION RECOVERY (2005)
 PN0092
 PN0092'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0092'RECOVERED IN GOOD CONDITION.  ADD--THE BRASS CAP PROJECTS 15 CM ABOVE
 PN0092'GROUND. --NOTE-- THE ADDRESS OF THE PREVIOUSLY DESCRIBED BRICK
 PN0092'BUILDING IS --1479 NORTH MILITARY AVENUE--.  THE TOP OF THE 15 CM
 PN0092'METAL PIPE IS RUSTED OFF, AND IT IS RECOMMENDED THAT THE METAL PIPE BE
 PN0092'REPLACED WITH A NEW PIPE OR CASING TO PRESERVE THE STATION'S
 PN0092'STABILITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0089 ***********************************************************************
 PM0089  DESIGNATION -  K 131
 PM0089  PID         -  PM0089
 PM0089  STATE/COUNTY-  WI/BROWN
 PM0089  USGS QUAD   -  POLAND (1978)
 PM0089
 PM0089                         *CURRENT SURVEY CONTROL
 PM0089  ___________________________________________________________________
 PM0089* NAD 83(1986)-  44 22 46.     (N)    087 51 27.     (W)     SCALED    
 PM0089* NAVD 88     -       263.754  (meters)     865.33   (feet)  ADJUSTED  
 PM0089  ___________________________________________________________________
 PM0089  GEOID HEIGHT-         -36.07  (meters)                     GEOID03
 PM0089  DYNAMIC HT  -         263.717 (meters)     865.21  (feet)  COMP
 PM0089  MODELED GRAV-     980,472.6   (mgal)                       NAVD 88
 PM0089
 PM0089  VERT ORDER  -  FIRST     CLASS 0
 PM0089
 PM0089.The horizontal coordinates were scaled from a topographic map and have
 PM0089.an estimated accuracy of +/- 6 seconds.
 PM0089
 PM0089.The orthometric height was determined by differential leveling
 PM0089.and adjusted by the National Geodetic Survey in June 1991..
 PM0089
 PM0089.The geoid height was determined by GEOID03.
 PM0089
 PM0089.The dynamic height is computed by dividing the NAVD 88
 PM0089.geopotential number by the normal gravity value computed on the
 PM0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0089.degrees latitude (g = 980.6199 gals.).
 PM0089
 PM0089.The modeled gravity was interpolated from observed gravity values.
 PM0089
 PM0089;                    North         East    Units  Estimated Accuracy
 PM0089;SPC WI C     -    62,940.      770,720.      MT  (+/- 180 meters Scaled)
 PM0089
 PM0089                          SUPERSEDED SURVEY CONTROL
 PM0089
 PM0089  NGVD 29 (??/??/92)  263.74   (m)          865.3    (f) COMPUTED    1 0
 PM0089
 PM0089.Superseded values are not recommended for survey control.
 PM0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0089.See file dsdata.txt to determine how the superseded data were derived.
 PM0089
 PM0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ316143(NAD 83)
 PM0089_MARKER: DV = VERTICAL CONTROL DISK
 PM0089_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PM0089_SP_SET: BOX CULVERT
 PM0089_STAMPING: K 131 1972
 PM0089_MARK LOGO: NGS   
 PM0089_MAGNETIC: I = MARKER IS A STEEL ROD
 PM0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0089+STABILITY: SURFACE MOTION
 PM0089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0089+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2005
 PM0089
 PM0089  HISTORY     - Date     Condition        Report By
 PM0089  HISTORY     - 1972     MONUMENTED       NGS
 PM0089  HISTORY     - 19940510 GOOD             WI-009
 PM0089  HISTORY     - 20010522 GOOD             WIDT
 PM0089  HISTORY     - 20030429 GOOD             USPSQD
 PM0089  HISTORY     - 20050727 GOOD             WIDT
 PM0089
 PM0089                          STATION DESCRIPTION
 PM0089
 PM0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0089'2.7 MI NW FROM DENMARK.
 PM0089'ABOUT 0.6 MILE NORTHWEST ALONG MAIN STREET AND GREEN BAY ROAD
 PM0089'FROM THE CROSSING OF MAIN STREET AND THE CHICAGO AND NORTH
 PM0089'WESTERN RAILWAY AT DENMARK, THENCE 2.1 MILES NORTHWEST ALONG
 PM0089'U.S. HIGHWAY 141, 0.1 MILE NORTHWEST OF THE JUNCTION OF STEVES
 PM0089'CHEESE ROAD (OLD HIGHWAY 141), AT A 9-BY-5-FOOT BOX CULVERT
 PM0089'UNDER U.S. HIGHWAY 141, 48 FEET NORTHEAST OF THE CENTER LINE
 PM0089'OF THE HIGHWAY, 117 FEET SOUTHWEST OF THE CENTER LINE OF STEVES
 PM0089'CHEESE ROAD, SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST
 PM0089'CONCRETE HEADWALL, 2 FEET ABOVE THE LEVEL OF STEVES CHEESE
 PM0089'ROAD AND 9 FEET BELOW THE LEVEL OF THE HIGHWAY.  SECTION 17,
 PM0089'T22N, R22E.
 PM0089
 PM0089                          STATION RECOVERY (1994)
 PM0089
 PM0089'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PM0089'CHANGES - U.S. HIGHWAY 141 IS NOW CTH R.
 PM0089
 PM0089                          STATION RECOVERY (2001)
 PM0089
 PM0089'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PM0089'THE STATION IS LOCATED ABOUT 41 KM NORTHEAST OF APPLETON, 36 KM NORTH
 PM0089'NORTHWEST OF MANITOWOC, AND 19 KM SOUTHEAST OF GREEN BAY.
 PM0089'OWNERSHIP--TOWN OF MANITOWOC. TO REACH THE STATION FROM THE JUNCTION
 PM0089'OF INTERSTATE 43 WITH STATE HIGHWAY 96 WITH COUNTY HIGHWAY KB, ABOUT
 PM0089'1 KM WEST OF THE VILLAGE OF DENMARK,  GO EAST ON COUNTY HIGHWAY KB
 PM0089'(DE PERE ROAD) FOR 0.6 KM TO COUNTY HIGHWAY R, TURN LEFT AND AND GO
 PM0089'NORTHWEST ON COUNTY HIGHWAY R FOR 4.0 KM TO STEVE'S CHEESE ROAD,
 PM0089'CONTINUE NORTHWEST ON COUNTY HIGHWAY R FOR 0.25 KM TO THE STATION ON
 PM0089'THE RIGHT. THE STATION IS A US COAST AND GEODETIC SURVEY VERTICAL
 PM0089'CONTROL DISK SET FLUSH IN A BOX CULVERT ABOUT 3.0 METERS BELOW THE
 PM0089'HIGHWAY PAVEMENT. THE STATION IS 14.2 METERS EAST-NORTHEAST OF THE
 PM0089'CENTERLINE OF COUNTY HIGHWAY R, 45.0 METERS NORTHWEST OF POWER
 PM0089'POLE--2222-17W47--, 30.0 METERS EAST- SOUTHEAST OF THE CENTERLINE OF
 PM0089'A PRIVATE ENTRANCE--5442-- AND 0.6 METERS SOUTHEAST OF AN ORANGE
 PM0089'FIBERGLASS WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE
 PM0089'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 PM0089
 PM0089                          STATION RECOVERY (2003)
 PM0089
 PM0089'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0089'RECOVERED IN GOOD CONDITION.  THE STATION IS 12 INCHES SOUTHEAST OF
 PM0089'THE NORTHERN WING WALL AND 6 INCHES SOUTHWEST OF THE NORTHEAST FACE OF
 PM0089'THE CONCRETE BOX CULVERT.  THERE ARE NO OBSTRUCTIONS ABOVE 15 DEGREES
 PM0089'ABOVE THE HORIZON.
 PM0089
 PM0089                          STATION RECOVERY (2005)
 PM0089
 PM0089'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PM0089'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 18.9 M SOUTHEAST OF
 PM0089'THE EXTENDED CENTERLINE OF A DRIVEWAY TO A PRIVATE RESIDENCE AT
 PM0089'--5442--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0235 ***********************************************************************
 OL0235  DESIGNATION -  K 132
 OL0235  PID         -  OL0235
 OL0235  STATE/COUNTY-  WI/MANITOWOC
 OL0235  USGS QUAD   -  CLEVELAND EAST (1994)
 OL0235
 OL0235                         *CURRENT SURVEY CONTROL
 OL0235  ___________________________________________________________________
 OL0235* NAD 83(1986)-  43 54 06.     (N)    087 43 51.     (W)     SCALED    
 OL0235* NAVD 88     -       195.607  (meters)     641.75   (feet)  ADJUSTED  
 OL0235  ___________________________________________________________________
 OL0235  GEOID HEIGHT-         -35.96  (meters)                     GEOID03
 OL0235  DYNAMIC HT  -         195.572 (meters)     641.64  (feet)  COMP
 OL0235  MODELED GRAV-     980,436.4   (mgal)                       NAVD 88
 OL0235
 OL0235  VERT ORDER  -  SECOND    CLASS I
 OL0235
 OL0235.The horizontal coordinates were scaled from a topographic map and have
 OL0235.an estimated accuracy of +/- 6 seconds.
 OL0235
 OL0235.The orthometric height was determined by differential leveling
 OL0235.and adjusted by the National Geodetic Survey in May 2003..
 OL0235
 OL0235.The geoid height was determined by GEOID03.
 OL0235
 OL0235.The dynamic height is computed by dividing the NAVD 88
 OL0235.geopotential number by the normal gravity value computed on the
 OL0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0235.degrees latitude (g = 980.6199 gals.).
 OL0235
 OL0235.The modeled gravity was interpolated from observed gravity values.
 OL0235
 OL0235;                    North         East    Units  Estimated Accuracy
 OL0235;SPC WI S     -   213,740.      782,270.      MT  (+/- 180 meters Scaled)
 OL0235
 OL0235                          SUPERSEDED SURVEY CONTROL
 OL0235
 OL0235  NAVD 88 (06/15/91)  195.590  (m)          641.70   (f) UNKNOWN     1 0
 OL0235  NGVD 29 (??/??/92)  195.61   (m)          641.8    (f) COMPUTED    1 0
 OL0235
 OL0235.Superseded values are not recommended for survey control.
 OL0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0235.See file dsdata.txt to determine how the superseded data were derived.
 OL0235
 OL0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP413612(NAD 83)
 OL0235_MARKER: DB = BENCH MARK DISK
 OL0235_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OL0235_SP_SET: 52 FEET
 OL0235_STAMPING: K 132 1972
 OL0235_MARK LOGO: NGS   
 OL0235_PROJECTION: FLUSH
 OL0235_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OL0235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0235_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0235+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2006
 OL0235
 OL0235  HISTORY     - Date     Condition        Report By
 OL0235  HISTORY     - 1972     MONUMENTED       NGS
 OL0235  HISTORY     - 20010524 GOOD             WIDT
 OL0235  HISTORY     - 20030622 GOOD             USPSQD
 OL0235  HISTORY     - 20060104 GOOD             USPSQD
 OL0235
 OL0235                          STATION DESCRIPTION
 OL0235
 OL0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0235'1.6 MI SE FROM CLEVELAND.
 OL0235'ABOUT 0.7 MILE EAST ALONG STATE HIGHWAY 149 FROM THE CROSSING
 OL0235'OF THE CHICAGO AND NORTH WESTERN RAILWAY AT CLEVELAND, THENCE
 OL0235'0.9 MILE SOUTH ALONG COUNTY ROAD LS, 74 FEET EAST OF THE CENTER
 OL0235'LINE OF THE COUNTY ROAD, 15 FEET SOUTH OF THE CENTER LINE
 OL0235'OF A PRIVATE LANE LEADING EAST BETWEEN A ROW OF TREES TO THE
 OL0235'RESIDENCE OF MR. R.G. CRONEN, 31 1/2 FEET EAST OF POWER POLE
 OL0235'E 55-14002 THAT IS BRACED BY GUY WIRES, 7 FEET EAST OF A 22
 OL0235'INCH ELM TREE, 1 FOOT EAST OF A METAL WITNESS POST, ABOUT LEVEL
 OL0235'WITH THE COUNTY ROAD AND IS A DISK ON THE TOP OF A COPPER COATED
 OL0235'STEEL ROD THAT IS 1 INCH BELOW THE LEVEL OF THE GROUND AND
 OL0235'ENCASED IN A 6 INCH IRON PIPE THAT IS FLUSH WITH THE LEVEL OF
 OL0235'THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 52
 OL0235'FEET.  SECTION 34, T 17N, R 23E.
 OL0235
 OL0235                          STATION RECOVERY (2001)
 OL0235
 OL0235'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OL0235'THE STATION IS LOCATED ABOUT 16 KM NORTH OF SHEBOYGAN AND 2 KM
 OL0235'SOUTHEAST OF CLEVELAND. OWNERSHIP--MANITOWOC COUNTY. TO REACH THE
 OL0235'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 43 WITH COUNTY
 OL0235'HIGHWAY XX (NORTH AVENUE) (EXIT 137) ABOUT 1.5 KM NORTHWEST OF THE
 OL0235'VILLAGE OF CLEVELAND, GO EAST ON COUNTY HIGHWAY XX (NORTH AVENUE) FOR
 OL0235'0.4 KM TO WESTVIEW ROAD, TURN RIGHT AND GO SOUTH ON WESTVIEW ROAD FOR
 OL0235'0.8 KM TO WASHINGTON STREET, TURN LEFT AND GO EAST ON WASHINGTON
 OL0235'STREET FOR 2.4 KM TO COUNTY HIGHWAY LS, TURN RIGHT AND GO SOUTH ON
 OL0235'COUNTY HIGHWAY LS FOR 1.5 KM TO THE STATION ON THE LEFT. THE STATION
 OL0235'IS AN BRONZE NATIONAL GEODETIC SURVEY BENCH MARK DISK SET ON TOP OF A
 OL0235'COPPER-CLAD STEEL ROD ENCASED WITH 15-CM IRON PIPE ABOUT LEVEL WITH
 OL0235'THE HIGHWAY PAVEMENT. THE STATION IS 22.3 METERS EAST OF THE
 OL0235'CENTERLINE OF COUNTY HIGHWAY LS, 9.8 METERS EAST OF POWER
 OL0235'POLE--03-03709--, 4.6 METERS SOUTH OF PRIVATE ENTRANCE--16323--, AND
 OL0235'0.2 METERS EAST OF A GREEN STEEL WITNESS POST.
 OL0235
 OL0235                          STATION RECOVERY (2003)
 OL0235
 OL0235'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OL0235'RECOVERED IN GOOD CONDITION.
 OL0235
 OL0235                          STATION RECOVERY (2006)
 OL0235
 OL0235'RECOVERY NOTE BY US POWER SQUADRON 2006 (FEB)
 OL0235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0163 ***********************************************************************
 OL0163  DESIGNATION -  K 133
 OL0163  PID         -  OL0163
 OL0163  STATE/COUNTY-  WI/OZAUKEE
 OL0163  USGS QUAD   -  CEDAR GROVE (1974)
 OL0163
 OL0163                         *CURRENT SURVEY CONTROL
 OL0163  ___________________________________________________________________
 OL0163* NAD 83(1986)-  43 30 09.     (N)    087 51 20.     (W)     SCALED    
 OL0163* NAVD 88     -       223.606  (meters)     733.61   (feet)  ADJUSTED  
 OL0163  ___________________________________________________________________
 OL0163  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 OL0163  DYNAMIC HT  -         223.558 (meters)     733.46  (feet)  COMP
 OL0163  MODELED GRAV-     980,401.2   (mgal)                       NAVD 88
 OL0163
 OL0163  VERT ORDER  -  SECOND    CLASS I
 OL0163
 OL0163.The horizontal coordinates were scaled from a topographic map and have
 OL0163.an estimated accuracy of +/- 6 seconds.
 OL0163
 OL0163.The orthometric height was determined by differential leveling
 OL0163.and adjusted by the National Geodetic Survey in May 2003..
 OL0163
 OL0163.The geoid height was determined by GEOID03.
 OL0163
 OL0163.The dynamic height is computed by dividing the NAVD 88
 OL0163.geopotential number by the normal gravity value computed on the
 OL0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0163.degrees latitude (g = 980.6199 gals.).
 OL0163
 OL0163.The modeled gravity was interpolated from observed gravity values.
 OL0163
 OL0163;                    North         East    Units  Estimated Accuracy
 OL0163;SPC WI S     -   169,140.      773,400.      MT  (+/- 180 meters Scaled)
 OL0163
 OL0163                          SUPERSEDED SURVEY CONTROL
 OL0163
 OL0163  NAVD 88 (06/15/91)  223.556  (m)          733.45   (f) UNKNOWN     1 0
 OL0163  NGVD 29 (??/??/92)  223.60   (m)          733.6    (f) COMPUTED    1 0
 OL0163
 OL0163.Superseded values are not recommended for survey control.
 OL0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0163.See file dsdata.txt to determine how the superseded data were derived.
 OL0163
 OL0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP308169(NAD 83)
 OL0163_MARKER: DB = BENCH MARK DISK
 OL0163_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OL0163_SP_SET: 32 FEET
 OL0163_STAMPING: K 133 1972
 OL0163_MARK LOGO: NGS   
 OL0163_PROJECTION: FLUSH
 OL0163_MAGNETIC: I = MARKER IS A STEEL ROD
 OL0163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0163_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0163+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2003
 OL0163
 OL0163  HISTORY     - Date     Condition        Report By
 OL0163  HISTORY     - 1972     MONUMENTED       NGS
 OL0163  HISTORY     - 20010601 GOOD             WIDT
 OL0163  HISTORY     - 20031108 GOOD             USPSQD
 OL0163
 OL0163                          STATION DESCRIPTION
 OL0163
 OL0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0163'AT BELGIUM.
 OL0163'AT BELGIUM, 334 FEET NORTH OF THE CENTER OF THE CROSSING OF THE
 OL0163'CHICAGO AND NORTH WESTERN RAILWAY AND COUNTY ROAD D, 40.7 FEET
 OL0163'EAST OF THE EAST RAIL OF THE MAIN TRACK, 49.2 FEET SOUTHEAST OF
 OL0163'A METAL TELEPHONE BOX, 42 1/2 FEET SOUTHEAST OF A TELEPHONE
 OL0163'POLE, 1.8 FEET NORTHWEST OF THE SOUTHWEST METAL POST IN CHAIN
 OL0163'LINK FENCE, 0.8 FOOT WEST OF A CHAIN LINK FENCE SURROUNDING
 OL0163'A WISCONSIN ELECTRIC CO. SUB-STATION, 0.5 FOOT SOUTH OF A METAL
 OL0163'WITNESS POST, 3 FEET BELOW THE TOP OF THE RAIL AND IS A DISK
 OL0163'ON THE TOP OF A COPPER COATED STEEL ROD THAT IS FLUSH WITH
 OL0163'THE LEVEL OF THE GROUND AND ENCASED IN A 4 INCH METAL PIPE THAT
 OL0163'PROJECTS 3 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS
 OL0163'DRIVEN TO A DEPTH OF 32 FEET TO REFUSAL.  SECTION 15, T12N, R22E.
 OL0163
 OL0163                          STATION RECOVERY (2001)
 OL0163
 OL0163'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OL0163'THE STATION IS LOCATED ABOUT 57 KM SOUTHEAST OF FOND DU LAC, 51 KM
 OL0163'NORTH OF MILWAUKEE, AND 30 KM SOUTHWEST OF SHEBOYGAN.
 OL0163'OWNERSHIP--UNION PACIFIC RAILROAD. TO REACH THE STATION FROM THE
 OL0163'JUNCTION OF INTERSTATE 43 AND STATE HIGHWAY 32 ABOUT 9 KM NORTHEAST
 OL0163'OF THE VILLAGE OF BELGUIM, GO WEST ON STATE HIGHWAY 32 FOR 0.2 KM TO
 OL0163'COUNTY HIGHWAY LL, TURN LEFT AND GO SOUTH ON COUNTY HIGHWAY LL FOR
 OL0163'7.1 KM TO COUNTY HIGHWAY D, TURN RIGHT AND GO WEST ON COUNTY HIGHWAY
 OL0163'D FOR 1.6 KM TO RAILROAD TRACKS, AND STATION IS 100 METERS NORTH OF
 OL0163'THE ROAD. THE STATION IS A BRONZE NATIONAL GEODETIC SURVEY BENCH MARK
 OL0163'SET IN A 10 CM DIAMETER PROTECTIVE PIPE AND ABOUT 0.8 METERS BELOW
 OL0163'THE RAILROAD TRACKS. THE STATION IS 13.0 METERS EAST OF THE
 OL0163'CENTERLINE OF THE MAIN RAILROAD TRACKS, 21.8 METERS NORTHEAST OF
 OL0163'POWERPOLE --THIRD POLE NORTH OF COUNTY HIGHWAY D, 19.8 METERS
 OL0163'NORTHWEST OF 25 CM DIAMETER MAPLE TREE, 13.0 METERS SOUTHEAST OF
 OL0163'POWERPOLE--FOURTH POLE NORTH OF COUNTY HIGHWAY D, 0.6 METER
 OL0163'NORTHWEST OF SOUTHWEST CORNER OF SECURITY FENCE, AND 0.1 METERS WEST
 OL0163'OF AN ORANGE FIBERGLASS WITNESS POST. ---NOTE---CHAIN LINK FENCE
 OL0163'OBSTRUCTS NORTHEAST AND SOUTHEAST QUADRANTS.
 OL0163
 OL0163                          STATION RECOVERY (2003)
 OL0163
 OL0163'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OL0163'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 6 INCHES UNDER
 OL0163'GROUND LEVEL, BETWEEN AN ASPHALT BICYCLE PATH AND SOUTHWEST CORNER
 OL0163'POST OF A CHAIN LINKED FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0149 ***********************************************************************
 OL0149  DESIGNATION -  K 134
 OL0149  PID         -  OL0149
 OL0149  STATE/COUNTY-  WI/MILWAUKEE
 OL0149  USGS QUAD   -  MILWAUKEE (1971)
 OL0149
 OL0149                         *CURRENT SURVEY CONTROL
 OL0149  ___________________________________________________________________
 OL0149* NAD 83(1986)-  43 02 35.     (N)    087 53 44.     (W)     SCALED    
 OL0149* NAVD 88     -       180.256  (meters)     591.39   (feet)  ADJUSTED  
 OL0149  ___________________________________________________________________
 OL0149  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 OL0149  DYNAMIC HT  -         180.209 (meters)     591.24  (feet)  COMP
 OL0149  MODELED GRAV-     980,351.8   (mgal)                       NAVD 88
 OL0149
 OL0149  VERT ORDER  -  FIRST     CLASS 0
 OL0149
 OL0149.The horizontal coordinates were scaled from a topographic map and have
 OL0149.an estimated accuracy of +/- 6 seconds.
 OL0149
 OL0149.The orthometric height was determined by differential leveling
 OL0149.and adjusted by the National Geodetic Survey in June 1991..
 OL0149
 OL0149.The geoid height was determined by GEOID03.
 OL0149
 OL0149.The dynamic height is computed by dividing the NAVD 88
 OL0149.geopotential number by the normal gravity value computed on the
 OL0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0149.degrees latitude (g = 980.6199 gals.).
 OL0149
 OL0149.The modeled gravity was interpolated from observed gravity values.
 OL0149
 OL0149;                    North         East    Units  Estimated Accuracy
 OL0149;SPC WI S     -   118,040.      771,450.      MT  (+/- 180 meters Scaled)
 OL0149
 OL0149                          SUPERSEDED SURVEY CONTROL
 OL0149
 OL0149.No superseded survey control is available for this station.
 OL0149
 OL0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN270659(NAD 83)
 OL0149_MARKER: DB = BENCH MARK DISK
 OL0149_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OL0149_SP_SET: 39 FEET
 OL0149_STAMPING: K 134 1972
 OL0149_MARK LOGO: NGS   
 OL0149_PROJECTION: RECESSED 15 CENTIMETERS
 OL0149_MAGNETIC: I = MARKER IS A STEEL ROD
 OL0149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0149+SATELLITE: SATELLITE OBSERVATIONS - 2001
 OL0149
 OL0149  HISTORY     - Date     Condition        Report By
 OL0149  HISTORY     - 1972     MONUMENTED       NGS
 OL0149  HISTORY     - 1988     GOOD             USPSQD
 OL0149  HISTORY     - 2001     GOOD             WIDT
 OL0149
 OL0149                          STATION DESCRIPTION
 OL0149
 OL0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0149'AT MILWAUKEE.
 OL0149'AT MILWAUKEE, AT THE SOUTH END OF JUNEAU PARK, 0.2 MILE NORTH
 OL0149'OF THE MILWAUKEE COUNTY WAR MEMORIAL ART CENTER, 52 FEET EAST
 OL0149'OF THE CENTER LINE OF THE EAST LANE OF LINCOLN MEMORIAL DRIVE,
 OL0149'84 YARDS EAST OF THE OLD GRADE OF THE CHICAGO AND NORTH WESTERN
 OL0149'RAILWAY, 224 FEET NORTH OF A CONCRETE PILLAR AT THE NORTH END
 OL0149'OF BRIDGE APPROACH OF LINCOLN MEMORIAL BRIDGE OVER RAILROAD
 OL0149'GRADE, IN A SMALL TRIANGULAR SHAPED PARK, 6.3 FEET SOUTH OF A
 OL0149'4-FOOT HIGH GRANITE ROCK WITH BRASS PLAQUE, AT THE SOUTH EDGE
 OL0149'OF A GROUP OF SMALL CEDAR TREES AND SOME SHRUBERRY, AND IS A
 OL0149'DISK ON THE TOP OF A COPPER COATED STEEL ROD THAT IS 4 INCHES
 OL0149'BELOW THE GROUND AND ENCASED IN A 4 INCH IRON PIPE THAT IS 3
 OL0149'INCHES BELOW THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO
 OL0149'REFUSAL AT A DEPTH OF 39 FEET.  SECTION 28, T 7 N, R 22 E.
 OL0149
 OL0149                          STATION RECOVERY (1988)
 OL0149
 OL0149'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCB)
 OL0149'RECOVERED IN GOOD CONDITION.
 OL0149
 OL0149                          STATION RECOVERY (2001)
 OL0149
 OL0149'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OL0149'THE STATION IS LOCATED IN MILWAUKEE.  OWNERSHIP--CITY OF MILWAUKEE.
 OL0149'TO REACH THE STATION FROM THE SOUTHERN JUNCTION OF US HIGHWAY 18 WITH
 OL0149'STATE HIGHWAY 32 (NORTH MILWAUKEE STREET) IN THE CITY OF MILWAUKEE,
 OL0149'GO NORTH ON US HIGHWAY 18 AND STATE HIGHWAY 32 (NORTH MILWAUKEE
 OL0149'STREET) FOR 0.2 KM TO EAST MASON STREET, TURN RIGHT AND GO EAST ON
 OL0149'EAST MASON STREET FOR 1.0 KM TO NORTH LINCOLN MEMORIAL DRIVE AND THE
 OL0149'STATION ON THE RIGHT. THE STATION IS A BRONZE NATIONAL GEODETIC BENCH
 OL0149'MARK DISK SET ON A COPPER-CLAD STEEL ROD AND ABOUT LEVEL WITH THE
 OL0149'STREET PAVEMENT.  THE STATION IS 15.5 M SOUTHEAST OF THE CENTERLINE
 OL0149'OF EAST MASON STREET, 6.1 M NORTHWEST OF THE CENTERLINE OF AN ASPHALT
 OL0149'SIDEWALK, 5.9 M SOUTHEAST OF THE CENTERLINE OF AN ASPHALT SIDEWALK,
 OL0149'2.1 M SOUTH OF A GRANITE BOULDER WITH PLAQUE ATTATCHED, AND 2.0 M
 OL0149'SOUTH OF AN ORANGE FIBERGLASS WITNESS POST.  ---NOTE---THIS STATION
 OL0149'HAS NO OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 OL0149'HORIZON EXCEPT FOR 2 TREES TO THE NORTH OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0318 ***********************************************************************
 NG0318  DESIGNATION -  K 137
 NG0318  PID         -  NG0318
 NG0318  STATE/COUNTY-  WI/RACINE
 NG0318  USGS QUAD   -  FRANKSVILLE (1994)
 NG0318
 NG0318                         *CURRENT SURVEY CONTROL
 NG0318  ___________________________________________________________________
 NG0318* NAD 83(1986)-  42 46 13.     (N)    087 54 52.     (W)     SCALED    
 NG0318* NAVD 88     -       220.793  (meters)     724.38   (feet)  ADJUSTED  
 NG0318  ___________________________________________________________________
 NG0318  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 NG0318  DYNAMIC HT  -         220.729 (meters)     724.18  (feet)  COMP
 NG0318  MODELED GRAV-     980,328.2   (mgal)                       NAVD 88
 NG0318
 NG0318  VERT ORDER  -  FIRST     CLASS 0
 NG0318
 NG0318.The horizontal coordinates were scaled from a topographic map and have
 NG0318.an estimated accuracy of +/- 6 seconds.
 NG0318
 NG0318.The orthometric height was determined by differential leveling
 NG0318.and adjusted by the National Geodetic Survey in June 1991..
 NG0318
 NG0318.The geoid height was determined by GEOID03.
 NG0318
 NG0318.The dynamic height is computed by dividing the NAVD 88
 NG0318.geopotential number by the normal gravity value computed on the
 NG0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0318.degrees latitude (g = 980.6199 gals.).
 NG0318
 NG0318.The modeled gravity was interpolated from observed gravity values.
 NG0318
 NG0318;                    North         East    Units  Estimated Accuracy
 NG0318;SPC WI S     -    87,710.      770,670.      MT  (+/- 180 meters Scaled)
 NG0318
 NG0318                          SUPERSEDED SURVEY CONTROL
 NG0318
 NG0318  NGVD 29 (??/??/92)  220.84   (m)          724.5    (f) COMPUTED    1 0
 NG0318
 NG0318.Superseded values are not recommended for survey control.
 NG0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0318.See file dsdata.txt to determine how the superseded data were derived.
 NG0318
 NG0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN251357(NAD 83)
 NG0318_MARKER: DV = VERTICAL CONTROL DISK
 NG0318_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NG0318+WITH SETTING: INTO GROUND
 NG0318_STAMPING: K 137 1972
 NG0318_MARK LOGO: NGS   
 NG0318_PROJECTION: PROJECTING 8 CENTIMETERS
 NG0318_MAGNETIC: I = MARKER IS A STEEL ROD
 NG0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0318+STABILITY: SURFACE MOTION
 NG0318_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NG0318+SATELLITE: SATELLITE OBSERVATIONS - 2001
 NG0318
 NG0318  HISTORY     - Date     Condition        Report By
 NG0318  HISTORY     - 1972     MONUMENTED       NGS
 NG0318  HISTORY     - 1990     GOOD             USPSQD
 NG0318  HISTORY     - 2001     GOOD             WIDT
 NG0318
 NG0318                          STATION DESCRIPTION
 NG0318
 NG0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 NG0318'0.7 MI N FROM FRANKSVILLE.
 NG0318'ABOUT 0.7 MILE NORTH ALONG COUNTY ROAD H FROM THE WEST JUNCTION
 NG0318'OF COUNTY ROAD K AT FRANKSVILLE, 86 1/2 FEET NORTHWEST OF THE
 NG0318'CENTER OF THE JUNCTION OF A DRIVEWAY LEADING WEST TO A STONE
 NG0318'HOUSE AND A LARGE BARN, 43 1/2 FEET WEST OF THE CENTER LINE OF
 NG0318'THE COUNTY ROAD, 76 1/2 FEET NORTH OF THE CENTER LINE OF DRIVEWAY,
 NG0318'2 1/2 FEET NORTH OF POWER POLE NO. 68-23179, IN LINE WITH A ROW
 NG0318'OF POLES, 0.8 FOOT EAST OF A METAL WITNESS POST, 1 1/2 FEET
 NG0318'BELOW THE LEVEL OF THE COUNTY ROAD AND ON THE TOP OF A 4 FOOT
 NG0318'COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.
 NG0318'THE DISK PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND AND
 NG0318'ENCASED IN A 5 INCH METAL PIPE THAT PROJECTS 3 INCHES ABOVE THE
 NG0318'LEVEL OF THE GROUND.  SEC 32, T4N, R22E.
 NG0318
 NG0318                          STATION RECOVERY (1990)
 NG0318
 NG0318'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCB)
 NG0318'RECOVERED IN GOOD CONDITION.
 NG0318
 NG0318                          STATION RECOVERY (2001)
 NG0318
 NG0318'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 NG0318'THE STATION IS LOCATED ABOUT 14 KM NORTHEAST OF UNIPON GROVE, 10 KM
 NG0318'NORTHWEST OF RACINE, AND 1 KM NORTH OF FRANKSVILLE.
 NG0318'OWNERSHIP--RACINE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 NG0318'INTERSTATE HIGHWAY 94 WITH COUNTY HIGHWAY G ABOUT 11 KM NORTHWEST OF
 NG0318'THE CITY OF RACINE, GO EAST ON COUNTY HIGHWAY G FOR 3.2 KM TO COUNTY
 NG0318'HIGHWAY H, TURN RIGHT AND GO SOUTH ON COUNTY HIGHWAY H FOR 4.3 KM TO
 NG0318'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE NATIONAL GEODETIC
 NG0318'SURVEY VERTICAL CONTROL MARK DISK SET ON TOP OF A COPPER CLAD STEEL
 NG0318'ROD WITH A METAL BASE PLATE AND ABOUT 0.7 M BELOW THE HIGHWAY
 NG0318'PAVEMENT.  THE STATION IS 13.5 M WEST OF THE CENTERLINE OF COUNTY
 NG0318'HIGHWAY H, 23.4 M NORTH OF THE CENTERLINE OF A CONCRETE DRIVEWAY FOR
 NG0318'PRIVATE ENTRANCE --3900--, 3.8 M SOUTH OF A GAS PIPELINE WARNING
 NG0318'SIGN, 0.7 M EAST OF A WIRE FENCE, 0.6 M NORTH-NORTHWEST OF POWER POLE
 NG0318'--68-23179--, AND 0.5 M NORTH-NORTHWEST OF TELEPHONE PEDESTAL
 NG0318'--3910--. ---NOTE---THE STATION IS 0.1 M WEST OF A METAL WITNESS
 NG0318'POST. ---NOTE2---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS
 NG0318'DUE TO THE REFERENCED POWER POLE TO THE SOUTH AND TREES TO THE
 NG0318'NORTHWEST EXTENDING TO 40 DEGREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0270 ***********************************************************************
 NG0270  DESIGNATION -  K 138
 NG0270  PID         -  NG0270
 NG0270  STATE/COUNTY-  WI/KENOSHA
 NG0270  USGS QUAD   -  KENOSHA (1994)
 NG0270
 NG0270                         *CURRENT SURVEY CONTROL
 NG0270  ___________________________________________________________________
 NG0270* NAD 83(1986)-  42 35 50.     (N)    087 49 18.     (W)     SCALED    
 NG0270* NAVD 88     -       184.740  (meters)     606.10   (feet)  ADJUSTED  
 NG0270  ___________________________________________________________________
 NG0270  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 NG0270  DYNAMIC HT  -         184.685 (meters)     605.92  (feet)  COMP
 NG0270  MODELED GRAV-     980,322.7   (mgal)                       NAVD 88
 NG0270
 NG0270  VERT ORDER  -  FIRST     CLASS 0
 NG0270
 NG0270.The horizontal coordinates were scaled from a topographic map and have
 NG0270.an estimated accuracy of +/- 6 seconds.
 NG0270
 NG0270.The orthometric height was determined by differential leveling
 NG0270.and adjusted by the National Geodetic Survey in June 1991..
 NG0270
 NG0270.The geoid height was determined by GEOID03.
 NG0270
 NG0270.The dynamic height is computed by dividing the NAVD 88
 NG0270.geopotential number by the normal gravity value computed on the
 NG0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0270.degrees latitude (g = 980.6199 gals.).
 NG0270
 NG0270.The modeled gravity was interpolated from observed gravity values.
 NG0270
 NG0270;                    North         East    Units  Estimated Accuracy
 NG0270;SPC WI S     -    68,680.      778,760.      MT  (+/- 180 meters Scaled)
 NG0270
 NG0270                          SUPERSEDED SURVEY CONTROL
 NG0270
 NG0270  NGVD 29 (??/??/92)  184.82   (m)          606.4    (f) COMPUTED    1 0
 NG0270
 NG0270.Superseded values are not recommended for survey control.
 NG0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0270.See file dsdata.txt to determine how the superseded data were derived.
 NG0270
 NG0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN325164(NAD 83)
 NG0270_MARKER: DB = BENCH MARK DISK
 NG0270_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NG0270_SP_SET: 16 FT
 NG0270_STAMPING: K 138 1973
 NG0270_MARK LOGO: NGS   
 NG0270_PROJECTION: FLUSH
 NG0270_MAGNETIC: I = MARKER IS A STEEL ROD
 NG0270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0270_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NG0270+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2006
 NG0270
 NG0270  HISTORY     - Date     Condition        Report By
 NG0270  HISTORY     - 1973     MONUMENTED       NGS
 NG0270  HISTORY     - 1979     GOOD             ALSTER
 NG0270  HISTORY     - 20010612 GOOD             WIDT
 NG0270  HISTORY     - 20060716 GOOD             USPSQD
 NG0270
 NG0270                          STATION DESCRIPTION
 NG0270
 NG0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NG0270'0.9 MI N FROM KENOSHA.
 NG0270'0.9 MILES NORTH ALONG STATE HIGHWAY 32 (SHERIDAN ROAD) FROM THE
 NG0270'POST OFFICE AT KENOSHA, THENCE 1 BLOCK EAST ALONG 43RD STREET,
 NG0270'ON THE PROPERTY OF THE WASHINGTON SCHOOL, 214.0 FEET SOUTH
 NG0270'SOUTHEAST OF THE SOUTHEAST CORNER THE NEWEST AND MOST SOUTHERLY,
 NG0270'ONE OF TWO SCHOOL BUILDINGS, 20.0 FEET WEST OF EXTENDED CENTER
 NG0270'LINE OF 8TH AVENUE, 26.3 FEET WEST OF THE SOUTH EAST CORNER POST
 NG0270'IN CHAIN LINK FENCE, 2.7 FEET EAST OF EAST EDGE OF A CONCRETE
 NG0270'SIDEWALK, 0.8 FEET NORTH OF A CHAIN LINK FENCE.  THIS MARK IS
 NG0270'0.65 MILE NORTH ALONG 7TH AVE., AND 1 BLOCK WEST ALONG 43RD
 NG0270'STREET.  A STANDARD DISK ON THE TOP OF A STEEL ROD DRIVEN TO A
 NG0270'DEPTH OF 16.0 FEET.  THE DISK IS FLUSH WITH THE SURFACE OF THE
 NG0270'GROUND AND ENCASED IN A 6 INCH PIPE WHICH IS FLUSH WITH THE
 NG0270'SURFACE OF THE GROUND, AND LOCATED 1.0 FOOT NORTH OF A METAL
 NG0270'WITNESS POST.  SEC 30, T 2 N, R 23 E.
 NG0270
 NG0270                          STATION RECOVERY (1979)
 NG0270
 NG0270'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1979
 NG0270'RECOVERED IN GOOD CONDITION.
 NG0270
 NG0270                          STATION RECOVERY (2001)
 NG0270
 NG0270'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 NG0270'THE STATION IS LOCATED IN THE CITY OF KENOSHA.    OWNERSHIP--CITY OF
 NG0270'KENOSHA.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32
 NG0270'(SHERIDAN ROAD) WITH STATE HIGHWAY 158 IN THE CITY OF KENOSHA, GO
 NG0270'NORTH ON STATE HIGHWAY 32 (SHERIDAN ROAD) FOR 1.0 KM TO 43RD STREET,
 NG0270'TURN RIGHT AND GO EAST ON 43RD STREET FOR 0.1 KM TO THE STATION ON
 NG0270'THE LEFT. THE STATION IS A BRONZE NATIONAL GEODETIC SURVEY BENCH MARK
 NG0270'DISK SET ON THE TOP OF A COPPER-CLAD STEEL ROD AND ABOUT LEVEL WITH
 NG0270'THE ROAD PAVEMENT.  THE STATION IS 9.5 M NORTH OF THE CENTERLINE OF
 NG0270'43RD STREET, 14.9 M NORTHEAST OF A CONCRETE LIGHT POLE, 8.4 M WEST OF
 NG0270'UTILITY POLE --74-5428 35-5--, 7.3 M WEST OF THE EXTENDED CENTERLINE
 NG0270'OF 8TH AVENUE, 1.7 M EAST OF THE CENTERLINE OF A NORTH-SOUTH RUNNING
 NG0270'CONCRETE SCHOOL SIDEWALK, AND O.2 M NORTH OF A CHAINLINK FENCE.
 NG0270'---NOTE---THIS STATION IS NOT SUITABLE FOR GPS DUE TO VISIBLE
 NG0270'OBSTRUCTIONS IN ALL QUADRANTS EXTENDING HIGHER THAN 25 DEGREES ABOVE
 NG0270'THE HORIZON.
 NG0270
 NG0270                          STATION RECOVERY (2006)
 NG0270
 NG0270'RECOVERY NOTE BY US POWER SQUADRON 2006
 NG0270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0417 ***********************************************************************
 QM0417  DESIGNATION -  K 14
 QM0417  PID         -  QM0417
 QM0417  STATE/COUNTY-  WI/VILAS
 QM0417  USGS QUAD   -  FENCE LAKE (1971)
 QM0417
 QM0417                         *CURRENT SURVEY CONTROL
 QM0417  ___________________________________________________________________
 QM0417* NAD 83(1986)-  45 53 46.     (N)    089 51 19.     (W)     SCALED    
 QM0417* NAVD 88     -       489.698  (meters)    1606.62   (feet)  ADJUSTED  
 QM0417  ___________________________________________________________________
 QM0417  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 QM0417  DYNAMIC HT  -         489.685 (meters)    1606.57  (feet)  COMP
 QM0417  MODELED GRAV-     980,573.0   (mgal)                       NAVD 88
 QM0417
 QM0417  VERT ORDER  -  SECOND    CLASS 0
 QM0417
 QM0417.The horizontal coordinates were scaled from a topographic map and have
 QM0417.an estimated accuracy of +/- 6 seconds.
 QM0417
 QM0417.The orthometric height was determined by differential leveling
 QM0417.and adjusted by the National Geodetic Survey in June 1991..
 QM0417
 QM0417.The geoid height was determined by GEOID03.
 QM0417
 QM0417.The dynamic height is computed by dividing the NAVD 88
 QM0417.geopotential number by the normal gravity value computed on the
 QM0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0417.degrees latitude (g = 980.6199 gals.).
 QM0417
 QM0417.The modeled gravity was interpolated from observed gravity values.
 QM0417
 QM0417;                    North         East    Units  Estimated Accuracy
 QM0417;SPC WI N     -    81,080.      611,230.      MT  (+/- 180 meters Scaled)
 QM0417
 QM0417                          SUPERSEDED SURVEY CONTROL
 QM0417
 QM0417  NGVD 29 (??/??/92)  489.678  (m)         1606.55   (f) ADJ UNCH    2 0
 QM0417
 QM0417.Superseded values are not recommended for survey control.
 QM0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0417.See file dsdata.txt to determine how the superseded data were derived.
 QM0417
 QM0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR784864(NAD 83)
 QM0417_MARKER: DB = BENCH MARK DISK
 QM0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0417+STABILITY: SURFACE MOTION
 QM0417
 QM0417  HISTORY     - Date     Condition        Report By
 QM0417  HISTORY     - UNK      MONUMENTED       CGS
 QM0417  HISTORY     - 1934     GOOD             NGS
 QM0417  HISTORY     - 20050921 MARK NOT FOUND   WIDT
 QM0417
 QM0417                          STATION DESCRIPTION
 QM0417
 QM0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QM0417'8.9 MI W FROM WOODRUFF.
 QM0417'ON STATE HIGHWAY 70, 24 FT NORTH OF CENTER OF, AT FERNWOOD
 QM0417'GARDENS PAVILION, 24 FT EAST AND 30 FT SOUTH OF S/W CORNER OF
 QM0417'BUILDING.
 QM0417
 QM0417                          STATION RECOVERY (2005)
 QM0417
 QM0417'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0417'MARK NOT FOUND. ADD THE PUBLISHED DISTANCES INTERSECT AT A POINT, BUT
 QM0417'NO EVIDENCE OF THE STATION WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0386 ***********************************************************************
 RM0386  DESIGNATION -  K 146
 RM0386  PID         -  RM0386
 RM0386  STATE/COUNTY-  WI/WASHBURN
 RM0386  USGS QUAD   -  STANBERRY WEST (1971)
 RM0386
 RM0386                         *CURRENT SURVEY CONTROL
 RM0386  ___________________________________________________________________
 RM0386* NAD 83(1986)-  46 03 28.     (N)    091 37 39.     (W)     SCALED    
 RM0386* NAVD 88     -       397.096  (meters)    1302.81   (feet)  ADJUSTED  
 RM0386  ___________________________________________________________________
 RM0386  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 RM0386  DYNAMIC HT  -         397.118 (meters)    1302.88  (feet)  COMP
 RM0386  MODELED GRAV-     980,656.5   (mgal)                       NAVD 88
 RM0386
 RM0386  VERT ORDER  -  FIRST     CLASS II
 RM0386
 RM0386.The horizontal coordinates were scaled from a topographic map and have
 RM0386.an estimated accuracy of +/- 6 seconds.
 RM0386
 RM0386.The orthometric height was determined by differential leveling
 RM0386.and adjusted by the National Geodetic Survey in June 1991..
 RM0386
 RM0386.The geoid height was determined by GEOID03.
 RM0386
 RM0386.The dynamic height is computed by dividing the NAVD 88
 RM0386.geopotential number by the normal gravity value computed on the
 RM0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0386.degrees latitude (g = 980.6199 gals.).
 RM0386
 RM0386.The modeled gravity was interpolated from observed gravity values.
 RM0386
 RM0386;                    North         East    Units  Estimated Accuracy
 RM0386;SPC WI N     -   100,330.      474,080.      MT  (+/- 180 meters Scaled)
 RM0386
 RM0386                          SUPERSEDED SURVEY CONTROL
 RM0386
 RM0386.No superseded survey control is available for this station.
 RM0386
 RM0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM061013(NAD 83)
 RM0386_MARKER: DB = BENCH MARK DISK
 RM0386_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0386_SP_SET: STAINLESS STEEL ROD
 RM0386_STAMPING: K 146 1979
 RM0386_PROJECTION: FLUSH
 RM0386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0386_ROD/PIPE-DEPTH: 9.14 meters
 RM0386
 RM0386  HISTORY     - Date     Condition        Report By
 RM0386  HISTORY     - 1979     MONUMENTED       NGS
 RM0386  HISTORY     - 20041130 MARK NOT FOUND   WIDT
 RM0386  HISTORY     - 20041230 MARK NOT FOUND   WIDT
 RM0386
 RM0386                          STATION DESCRIPTION
 RM0386
 RM0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RM0386'9.25 MI WEST FROM HAYWARD.
 RM0386'9.25 MILES WEST ALONG STATE HIGHWAY 77 FROM THE JUNCTION OF STATE
 RM0386'HIGHWAY 27 AND U.S. HIGHWAY 63 IN HAYWARD, 32.0 FT. NORTH OF THE
 RM0386'CENTERLINE OF THE HIGHWAY, 14.0 FT. EAST OF THE CENTER OF A DIM WOODS
 RM0386'ROAD.  DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A
 RM0386'4-INCH PLASTIC SCREW PLUG.
 RM0386'THE MARK IS 2.5 FT  W FROM A WITNESS POST.
 RM0386'THE MARK IS 1 FT ABOVE THE HIGHWAY.
 RM0386
 RM0386                          STATION RECOVERY (2004)
 RM0386
 RM0386'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 RM0386'MARK NOT FOUND.
 RM0386
 RM0386                          STATION RECOVERY (2004)
 RM0386
 RM0386'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 RM0386'TIES IN DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0323 ***********************************************************************
 QN0323  DESIGNATION -  K 147
 QN0323  PID         -  QN0323
 QN0323  STATE/COUNTY-  WI/SAWYER
 QN0323  USGS QUAD   -  RADISSON (1972)
 QN0323
 QN0323                         *CURRENT SURVEY CONTROL
 QN0323  ___________________________________________________________________
 QN0323* NAD 83(1986)-  45 45 12.     (N)    091 13 33.     (W)     SCALED    
 QN0323* NAVD 88     -       374.871  (meters)    1229.89   (feet)  ADJUSTED  
 QN0323  ___________________________________________________________________
 QN0323  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 QN0323  DYNAMIC HT  -         374.852 (meters)    1229.83  (feet)  COMP
 QN0323  MODELED GRAV-     980,555.4   (mgal)                       NAVD 88
 QN0323
 QN0323  VERT ORDER  -  FIRST     CLASS II
 QN0323
 QN0323.The horizontal coordinates were scaled from a topographic map and have
 QN0323.an estimated accuracy of +/- 6 seconds.
 QN0323
 QN0323.The orthometric height was determined by differential leveling
 QN0323.and adjusted by the National Geodetic Survey in June 1991..
 QN0323
 QN0323.The geoid height was determined by GEOID03.
 QN0323
 QN0323.The dynamic height is computed by dividing the NAVD 88
 QN0323.geopotential number by the normal gravity value computed on the
 QN0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0323.degrees latitude (g = 980.6199 gals.).
 QN0323
 QN0323.The modeled gravity was interpolated from observed gravity values.
 QN0323
 QN0323;                    North         East    Units  Estimated Accuracy
 QN0323;SPC WI N     -    65,940.      504,630.      MT  (+/- 180 meters Scaled)
 QN0323
 QN0323                          SUPERSEDED SURVEY CONTROL
 QN0323
 QN0323.No superseded survey control is available for this station.
 QN0323
 QN0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL379681(NAD 83)
 QN0323_MARKER: DB = BENCH MARK DISK
 QN0323_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0323_SP_SET: STAINLESS STEEL ROD
 QN0323_STAMPING: K 147 1979
 QN0323_PROJECTION: FLUSH
 QN0323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0323_ROD/PIPE-DEPTH: 6.10 meters
 QN0323
 QN0323  HISTORY     - Date     Condition        Report By
 QN0323  HISTORY     - 1979     MONUMENTED       NGS
 QN0323
 QN0323                          STATION DESCRIPTION
 QN0323
 QN0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 QN0323'1.15 MI SOUTH FROM RADISSON.
 QN0323'1.15 MILES SOUTH ALONG STATE HIGHWAY 40 FROM THE JUNCTION OF STATE
 QN0323'HIGHWAY 27 IN RADISSON, 0.1 MILE SOUTH OF THE JUNCTION OF CEMETERY
 QN0323'LANE, 0.1 MILE SOUTH OF THE SOUTHWEST CORNER OF THE RADISSON CEMETERY,
 QN0323'31.0 FT. EAST OF THE CENTERLINE OF THE HIGHWAY, 2.0 FT. WEST OF A
 QN0323'POWERLINE POLE.
 QN0323'THE MARK IS 3 FT  S FROM A WITNESS POST.
 QN0323'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0388 ***********************************************************************
 QN0388  DESIGNATION -  K 148
 QN0388  PID         -  QN0388
 QN0388  STATE/COUNTY-  WI/RUSK
 QN0388  USGS QUAD   -  THORNAPPLE (1971)
 QN0388
 QN0388                         *CURRENT SURVEY CONTROL
 QN0388  ___________________________________________________________________
 QN0388* NAD 83(1986)-  45 27 51.     (N)    091 14 10.     (W)     SCALED    
 QN0388* NAVD 88     -       331.728  (meters)    1088.34   (feet)  ADJUSTED  
 QN0388  ___________________________________________________________________
 QN0388  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 QN0388  DYNAMIC HT  -         331.710 (meters)    1088.29  (feet)  COMP
 QN0388  MODELED GRAV-     980,553.1   (mgal)                       NAVD 88
 QN0388
 QN0388  VERT ORDER  -  FIRST     CLASS II
 QN0388
 QN0388.The horizontal coordinates were scaled from a topographic map and have
 QN0388.an estimated accuracy of +/- 6 seconds.
 QN0388
 QN0388.The orthometric height was determined by differential leveling
 QN0388.and adjusted by the National Geodetic Survey in June 1991..
 QN0388
 QN0388.The geoid height was determined by GEOID03.
 QN0388
 QN0388.The dynamic height is computed by dividing the NAVD 88
 QN0388.geopotential number by the normal gravity value computed on the
 QN0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0388.degrees latitude (g = 980.6199 gals.).
 QN0388
 QN0388.The modeled gravity was interpolated from observed gravity values.
 QN0388
 QN0388;                    North         East    Units  Estimated Accuracy
 QN0388;SPC WI C     -   181,960.      503,330.      MT  (+/- 180 meters Scaled)
 QN0388
 QN0388                          SUPERSEDED SURVEY CONTROL
 QN0388
 QN0388.No superseded survey control is available for this station.
 QN0388
 QN0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL378360(NAD 83)
 QN0388_MARKER: DB = BENCH MARK DISK
 QN0388_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QN0388_SP_SET: HEADWALL
 QN0388_STAMPING: K 148 1980
 QN0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0388+STABILITY: SURFACE MOTION
 QN0388
 QN0388  HISTORY     - Date     Condition        Report By
 QN0388  HISTORY     - 1980     MONUMENTED       NGS
 QN0388  HISTORY     - 20020520 MARK NOT FOUND   WIDT
 QN0388  HISTORY     - 20040928 MARK NOT FOUND   WIDT
 QN0388
 QN0388                          STATION DESCRIPTION
 QN0388
 QN0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QN0388'9.8 KM WEST FROM LADYSMITH.
 QN0388'9.8 KM (6.1 MI) WEST ALONG U.S. HIGHWAY 8 FROM THE JUNCTION OF STATE
 QN0388'HIGHWAY 27 IN LADYSMITH, ALSO 3.7 KM (2.3 MI) EAST ALONG U.S. HIGHWAY
 QN0388'8 FROM THE JUNCTION OF STATE HIGHWAY 40 IN BRUCE, IN TOP OF THE EAST
 QN0388'END OF THE SOUTH CONCRETE HEADWALL OF A 1.2-M X 1.5-M BOX CULVERT OVER
 QN0388'THE SOUTH BRANCH OF TWIN CREEK, 13.2 M (43.5 FT) SOUTH OF THE
 QN0388'CENTERLINE OF THE HIGHWAY.
 QN0388'THE MARK IS 3.3 M BELOW THE HIGHWAY.
 QN0388
 QN0388                          STATION RECOVERY (2002)
 QN0388
 QN0388'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (GRS)
 QN0388'ENGINEERING FIRM REPORTED TO WIDT THAT BENCH MARK WAS REMOVED WITH OLD
 QN0388'CULVERT.
 QN0388
 QN0388                          STATION RECOVERY (2004)
 QN0388
 QN0388'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0388'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0360 ***********************************************************************
 QN0360  DESIGNATION -  K 149
 QN0360  PID         -  QN0360
 QN0360  STATE/COUNTY-  WI/BARRON
 QN0360  USGS QUAD   -  BARRON (1978)
 QN0360
 QN0360                         *CURRENT SURVEY CONTROL
 QN0360  ___________________________________________________________________
 QN0360* NAD 83(1986)-  45 24 04.     (N)    091 46 39.     (W)     SCALED    
 QN0360* NAVD 88     -       329.508  (meters)    1081.06   (feet)  ADJUSTED  
 QN0360  ___________________________________________________________________
 QN0360  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 QN0360  DYNAMIC HT  -         329.482 (meters)    1080.98  (feet)  COMP
 QN0360  MODELED GRAV-     980,529.9   (mgal)                       NAVD 88
 QN0360
 QN0360  VERT ORDER  -  FIRST     CLASS II
 QN0360
 QN0360.The horizontal coordinates were scaled from a topographic map and have
 QN0360.an estimated accuracy of +/- 6 seconds.
 QN0360
 QN0360.The orthometric height was determined by differential leveling
 QN0360.and adjusted by the National Geodetic Survey in June 1991..
 QN0360
 QN0360.The geoid height was determined by GEOID03.
 QN0360
 QN0360.The dynamic height is computed by dividing the NAVD 88
 QN0360.geopotential number by the normal gravity value computed on the
 QN0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0360.degrees latitude (g = 980.6199 gals.).
 QN0360
 QN0360.The modeled gravity was interpolated from observed gravity values.
 QN0360
 QN0360;                    North         East    Units  Estimated Accuracy
 QN0360;SPC WI C     -   175,740.      460,850.      MT  (+/- 180 meters Scaled)
 QN0360
 QN0360                          SUPERSEDED SURVEY CONTROL
 QN0360
 QN0360.No superseded survey control is available for this station.
 QN0360
 QN0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL956282(NAD 83)
 QN0360_MARKER: DB = BENCH MARK DISK
 QN0360_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QN0360_SP_SET: HEADWALL
 QN0360_STAMPING: K 149 1980
 QN0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0360+STABILITY: SURFACE MOTION
 QN0360_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QN0360+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2005
 QN0360
 QN0360  HISTORY     - Date     Condition        Report By
 QN0360  HISTORY     - 1980     MONUMENTED       NGS
 QN0360  HISTORY     - 20050927 GOOD             WIDT
 QN0360
 QN0360                          STATION DESCRIPTION
 QN0360
 QN0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QN0360'2.7 KM WEST FROM CAMERON.
 QN0360'2.7 KM (1.7 MI) WEST ALONG COUNTY ROAD W FROM THE POST OFFICE IN
 QN0360'CAMERON, IN TOP OF THE SOUTH END OF THE EAST HEADWALL OF A CONCRETE
 QN0360'BRIDGE OVER THE RED CEDAR RIVER, 5.6 M (18.4 FT) SOUTH OF THE
 QN0360'CENTERLINE OF THE ROAD, 0.3 M (1.0 FT) SOUTH OF THE EAST END THE SOUTH
 QN0360'METAL GUARDRAIL OF THE BRIDGE.
 QN0360'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 QN0360
 QN0360                          STATION RECOVERY (2005)
 QN0360
 QN0360'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 QN0360'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M NORTHWEST OF
 QN0360'A WHITE PLASTIC WITNESS POST.  --NOTE-- VISIBLE OBSTRUCTIONS AT THIS
 QN0360'STATION ARE A TREE ABOUT 30 M TO THE SOUTH EXTENDING TO 45 DEGREES
 QN0360'ABOVE THE HORIZON AND TREES IN THE NORTHEAST QUADRANT EXTENDING TO 25
 QN0360'DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0075 ***********************************************************************
 RM0075  DESIGNATION -  K 15
 RM0075  PID         -  RM0075
 RM0075  STATE/COUNTY-  WI/IRON
 RM0075  USGS QUAD   -  SAXON (1956)
 RM0075
 RM0075                         *CURRENT SURVEY CONTROL
 RM0075  ___________________________________________________________________
 RM0075* NAD 83(1986)-  46 29 57.     (N)    090 23 45.     (W)     SCALED    
 RM0075* NAVD 88     -       335.634  (meters)    1101.16   (feet)  ADJUSTED  
 RM0075  ___________________________________________________________________
 RM0075  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 RM0075  DYNAMIC HT  -         335.657 (meters)    1101.23  (feet)  COMP
 RM0075  MODELED GRAV-     980,674.3   (mgal)                       NAVD 88
 RM0075
 RM0075  VERT ORDER  -  FIRST     CLASS II
 RM0075
 RM0075.The horizontal coordinates were scaled from a topographic map and have
 RM0075.an estimated accuracy of +/- 6 seconds.
 RM0075
 RM0075.The orthometric height was determined by differential leveling
 RM0075.and adjusted by the National Geodetic Survey in June 1991..
 RM0075
 RM0075.The geoid height was determined by GEOID03.
 RM0075
 RM0075.The dynamic height is computed by dividing the NAVD 88
 RM0075.geopotential number by the normal gravity value computed on the
 RM0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0075.degrees latitude (g = 980.6199 gals.).
 RM0075
 RM0075.The modeled gravity was interpolated from observed gravity values.
 RM0075
 RM0075;                    North         East    Units  Estimated Accuracy
 RM0075;SPC WI N     -   148,180.      569,620.      MT  (+/- 180 meters Scaled)
 RM0075
 RM0075                          SUPERSEDED SURVEY CONTROL
 RM0075
 RM0075  NGVD 29 (??/??/92)  335.658  (m)         1101.24   (f) ADJ UNCH    1 2
 RM0075
 RM0075.Superseded values are not recommended for survey control.
 RM0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0075.See file dsdata.txt to determine how the superseded data were derived.
 RM0075
 RM0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM998528(NAD 83)
 RM0075_MARKER: DB = BENCH MARK DISK
 RM0075_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RM0075_SP_SET: PIER
 RM0075_STAMPING: K 15 1934
 RM0075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0075
 RM0075  HISTORY     - Date     Condition        Report By
 RM0075  HISTORY     - 1934     MONUMENTED       CGS
 RM0075  HISTORY     - 20030709 MARK NOT FOUND   USPSQD
 RM0075
 RM0075                          STATION DESCRIPTION
 RM0075
 RM0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RM0075'0.9 MI E FROM SAXON.
 RM0075'0.9 MILE EAST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC RAILROAD
 RM0075'FROM SAXON, IRON COUNTY, AT THE OVERHEAD BRIDGE OF U.S. HIGHWAY 2,
 RM0075'IN THE FACE OF THE MIDDLE PIER, 12 FEET NORTH OF THE TRACK, AND
 RM0075'ABOUT 2-1/2 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED K
 RM0075'15 1934 AND SET VERTICALLY.
 RM0075
 RM0075                          STATION RECOVERY (2003)
 RM0075
 RM0075'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0075'NOT FOUND.  THE BRIDGE WAS REBUILT IN 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0598 ***********************************************************************
 RM0598  DESIGNATION -  K 15 RESET
 RM0598  PID         -  RM0598
 RM0598  STATE/COUNTY-  WI/IRON
 RM0598  USGS QUAD   -  SAXON (1956)
 RM0598
 RM0598                         *CURRENT SURVEY CONTROL
 RM0598  ___________________________________________________________________
 RM0598* NAD 83(1986)-  46 29 57.     (N)    090 23 47.     (W)     SCALED    
 RM0598* NAVD 88     -       344.353  (meters)    1129.76   (feet)  ADJUSTED  
 RM0598  ___________________________________________________________________
 RM0598  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 RM0598  DYNAMIC HT  -         344.378 (meters)    1129.85  (feet)  COMP
 RM0598  MODELED GRAV-     980,674.3   (mgal)                       NAVD 88
 RM0598
 RM0598  VERT ORDER  -  FIRST     CLASS II
 RM0598
 RM0598.The horizontal coordinates were scaled from a topographic map and have
 RM0598.an estimated accuracy of +/- 6 seconds.
 RM0598
 RM0598.The orthometric height was determined by differential leveling
 RM0598.and adjusted by the National Geodetic Survey in June 1991..
 RM0598
 RM0598.The geoid height was determined by GEOID03.
 RM0598
 RM0598.The dynamic height is computed by dividing the NAVD 88
 RM0598.geopotential number by the normal gravity value computed on the
 RM0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0598.degrees latitude (g = 980.6199 gals.).
 RM0598
 RM0598.The modeled gravity was interpolated from observed gravity values.
 RM0598
 RM0598;                    North         East    Units  Estimated Accuracy
 RM0598;SPC WI N     -   148,180.      569,570.      MT  (+/- 180 meters Scaled)
 RM0598
 RM0598                          SUPERSEDED SURVEY CONTROL
 RM0598
 RM0598.No superseded survey control is available for this station.
 RM0598
 RM0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM997528(NAD 83)
 RM0598_MARKER: DV = VERTICAL CONTROL DISK
 RM0598_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 RM0598_SP_SET: BRIDGE PARAPET
 RM0598_STAMPING: K 15 RESET 1974
 RM0598_MARK LOGO: NGS   
 RM0598_MAGNETIC: N = NO MAGNETIC MATERIAL
 RM0598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0598+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2005
 RM0598
 RM0598  HISTORY     - Date     Condition        Report By
 RM0598  HISTORY     - 1974     MONUMENTED       NGS
 RM0598  HISTORY     - 19831208 GOOD             NGS
 RM0598  HISTORY     - 20030711 GOOD             USPSQD
 RM0598  HISTORY     - 20041126 GOOD             USPSQD
 RM0598  HISTORY     - 20050830 GOOD             WIDT
 RM0598
 RM0598                          STATION DESCRIPTION
 RM0598
 RM0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RM0598'0.85 MILE (1.37 KM) EAST ALONG US HIGHWAY 2 FROM THE INTERSECTION OF
 RM0598'STATE HIGHWAY 122 NEAR SAXON, AT BRIDGE OVER SOO LINE RAILROAD, IN THE
 RM0598'TOP OF PARAPET AT SOUTHWEST CORNER OF BRIDGE, AND ABOUT 6 FEET (1.8 M)
 RM0598'EAST OF STRUCTURE NAME PLATE.
 RM0598
 RM0598                          STATION RECOVERY (2003)
 RM0598
 RM0598'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0598'RECOVERED IN GOOD CONDITION.
 RM0598
 RM0598                          STATION RECOVERY (2004)
 RM0598
 RM0598'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0598'RECOVERED IN GOOD CONDITION.
 RM0598
 RM0598                          STATION RECOVERY (2005)
 RM0598
 RM0598'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RM0598'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0409 ***********************************************************************
 RM0409  DESIGNATION -  K 150
 RM0409  PID         -  RM0409
 RM0409  STATE/COUNTY-  WI/DOUGLAS
 RM0409  USGS QUAD   -  GORDON (1982)
 RM0409
 RM0409                         *CURRENT SURVEY CONTROL
 RM0409  ___________________________________________________________________
 RM0409* NAD 83(1986)-  46 14 14.     (N)    091 48 02.     (W)     SCALED    
 RM0409* NAVD 88     -       329.757  (meters)    1081.88   (feet)  ADJUSTED  
 RM0409  ___________________________________________________________________
 RM0409  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 RM0409  DYNAMIC HT  -         329.791 (meters)    1081.99  (feet)  COMP
 RM0409  MODELED GRAV-     980,706.7   (mgal)                       NAVD 88
 RM0409
 RM0409  VERT ORDER  -  FIRST     CLASS II
 RM0409
 RM0409.The horizontal coordinates were scaled from a topographic map and have
 RM0409.an estimated accuracy of +/- 6 seconds.
 RM0409
 RM0409.The orthometric height was determined by differential leveling
 RM0409.and adjusted by the National Geodetic Survey in June 1991..
 RM0409
 RM0409.The geoid height was determined by GEOID03.
 RM0409
 RM0409.The dynamic height is computed by dividing the NAVD 88
 RM0409.geopotential number by the normal gravity value computed on the
 RM0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0409.degrees latitude (g = 980.6199 gals.).
 RM0409
 RM0409.The modeled gravity was interpolated from observed gravity values.
 RM0409
 RM0409;                    North         East    Units  Estimated Accuracy
 RM0409;SPC WI N     -   120,560.      461,140.      MT  (+/- 180 meters Scaled)
 RM0409
 RM0409                          SUPERSEDED SURVEY CONTROL
 RM0409
 RM0409.No superseded survey control is available for this station.
 RM0409
 RM0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM924211(NAD 83)
 RM0409_MARKER: DB = BENCH MARK DISK
 RM0409_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0409_SP_SET: STAINLESS STEEL ROD
 RM0409_STAMPING: K 150 1979
 RM0409_PROJECTION: FLUSH
 RM0409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0409_ROD/PIPE-DEPTH: 9.14 meters
 RM0409
 RM0409  HISTORY     - Date     Condition        Report By
 RM0409  HISTORY     - 1979     MONUMENTED       NGS
 RM0409  HISTORY     - 1987     GOOD             USPSQD
 RM0409  HISTORY     - 20041201 MARK NOT FOUND   WIDT
 RM0409  HISTORY     - 20041201 MARK NOT FOUND   WIDT
 RM0409
 RM0409                          STATION DESCRIPTION
 RM0409
 RM0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RM0409'0.75 MI SOUTH FROM GORDON.
 RM0409'0.75 MILE SOUTH ALONG U.S. HIGHWAY 53 FROM THE JUNCTION OF COUNTY ROAD
 RM0409'Y IN GORDON, ACROSS THE HIGHWAY FROM A FENCED AREA CONTAINING PROPANE
 RM0409'TANKS, 77.7 FT. EAST OF THE CENTERLINE OF THE HIGHWAY, 59.7 FT.
 RM0409'NORTHWEST OF THE EXTENDED CENTERLINE OF A CROSSOVER ROAD FROM THE
 RM0409'HIGHWAY TO A FRONTAGE ROAD, 38.7 FT. WEST OF THE CENTERLINE OF THE
 RM0409'FRONTAGE ROAD, 22.3 FT. SOUTHWEST OF A POWERLINE POLE WITH TWO
 RM0409'TRANSFORMERS, 3.1 FT. EAST OF A POWERLINE POLE WITH GUY WIRE.  DISK IS
 RM0409'4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC
 RM0409'SCREW PLUG.
 RM0409'THE MARK IS 1 FT  S FROM A WITNESS POST.
 RM0409'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 RM0409
 RM0409                          STATION RECOVERY (1987)
 RM0409
 RM0409'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBL)
 RM0409'RECOVERED IN GOOD CONDITION.
 RM0409
 RM0409                          STATION RECOVERY (2004)
 RM0409
 RM0409'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 RM0409'MARK NOT FOUND.
 RM0409
 RM0409                          STATION RECOVERY (2004)
 RM0409
 RM0409'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 RM0409'HIGHWAY REDONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0442 ***********************************************************************
 RM0442  DESIGNATION -  K 151
 RM0442  PID         -  RM0442
 RM0442  STATE/COUNTY-  WI/DOUGLAS
 RM0442  USGS QUAD   -  SOUTH RANGE (1975)
 RM0442
 RM0442                         *CURRENT SURVEY CONTROL
 RM0442  ___________________________________________________________________
 RM0442* NAD 83(1986)-  46 31 56.     (N)    091 55 52.     (W)     SCALED    
 RM0442* NAVD 88     -       328.522  (meters)    1077.83   (feet)  ADJUSTED  
 RM0442  ___________________________________________________________________
 RM0442  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 RM0442  DYNAMIC HT  -         328.560 (meters)    1077.95  (feet)  COMP
 RM0442  MODELED GRAV-     980,719.3   (mgal)                       NAVD 88
 RM0442
 RM0442  VERT ORDER  -  FIRST     CLASS II
 RM0442
 RM0442.The horizontal coordinates were scaled from a topographic map and have
 RM0442.an estimated accuracy of +/- 6 seconds.
 RM0442
 RM0442.The orthometric height was determined by differential leveling
 RM0442.and adjusted by the National Geodetic Survey in June 1991..
 RM0442
 RM0442.The geoid height was determined by GEOID03.
 RM0442
 RM0442.The dynamic height is computed by dividing the NAVD 88
 RM0442.geopotential number by the normal gravity value computed on the
 RM0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0442.degrees latitude (g = 980.6199 gals.).
 RM0442
 RM0442.The modeled gravity was interpolated from observed gravity values.
 RM0442
 RM0442;                    North         East    Units  Estimated Accuracy
 RM0442;SPC WI N     -   153,580.      451,870.      MT  (+/- 180 meters Scaled)
 RM0442
 RM0442                          SUPERSEDED SURVEY CONTROL
 RM0442
 RM0442.No superseded survey control is available for this station.
 RM0442
 RM0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM819537(NAD 83)
 RM0442_MARKER: DB = BENCH MARK DISK
 RM0442_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0442_SP_SET: STAINLESS STEEL ROD
 RM0442_STAMPING: K 151 1979
 RM0442_PROJECTION: FLUSH
 RM0442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0442_ROD/PIPE-DEPTH: 9.14 meters
 RM0442
 RM0442  HISTORY     - Date     Condition        Report By
 RM0442  HISTORY     - 1979     MONUMENTED       NGS
 RM0442  HISTORY     - 19910618 GOOD             USPSQD
 RM0442
 RM0442                          STATION DESCRIPTION
 RM0442
 RM0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RM0442'5.55 MI NW FROM HAWTHORNE.
 RM0442'3.5 MILES WEST ALONG COUNTY ROAD B FROM THE CHICAGO AND NORTHWESTERN
 RM0442'RAILROAD CROSSING IN HAWTHORNE, THENCE 2.05 MILES NORTH ALONG RANGE
 RM0442'LINE ROAD, AT THE JUNCTION OF BRANNAN ROAD, 41.0 FT. WEST OF THE
 RM0442'CENTERLINE OF RANGE LINE ROAD, 33.2 FT. SOUTH OF THE CENTERLINE OF
 RM0442'BRANNAN ROAD, 10.3 FT. WEST OF A FENCE CORNER, 1.4 FT. NORTH OF A
 RM0442'FENCE.  DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH
 RM0442'A 4-INCH PLASTIC SCREW PLUG.
 RM0442'THE MARK IS 1 FT  E FROM A WITNESS POST.
 RM0442'THE MARK IS ABOVE LEVEL WITH THE ROADS.
 RM0442
 RM0442                          STATION RECOVERY (1991)
 RM0442
 RM0442'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJK)
 RM0442'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO1382 ***********************************************************************
 QO1382  DESIGNATION -  K 153
 QO1382  PID         -  QO1382
 QO1382  STATE/COUNTY-  WI/ST CROIX
 QO1382  USGS QUAD   -  FOREST (1975)
 QO1382
 QO1382                         *CURRENT SURVEY CONTROL
 QO1382  ___________________________________________________________________
 QO1382* NAD 83(1986)-  45 08 10.     (N)    092 19 31.     (W)     SCALED    
 QO1382* NAVD 88     -       332.058  (meters)    1089.43   (feet)  ADJUSTED  
 QO1382  ___________________________________________________________________
 QO1382  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 QO1382  DYNAMIC HT  -         332.012 (meters)    1089.28  (feet)  COMP
 QO1382  MODELED GRAV-     980,470.3   (mgal)                       NAVD 88
 QO1382
 QO1382  VERT ORDER  -  FIRST     CLASS II
 QO1382
 QO1382.The horizontal coordinates were scaled from a topographic map and have
 QO1382.an estimated accuracy of +/- 6 seconds.
 QO1382
 QO1382.The orthometric height was determined by differential leveling
 QO1382.and adjusted by the National Geodetic Survey in June 1991..
 QO1382
 QO1382.The geoid height was determined by GEOID03.
 QO1382
 QO1382.The dynamic height is computed by dividing the NAVD 88
 QO1382.geopotential number by the normal gravity value computed on the
 QO1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1382.degrees latitude (g = 980.6199 gals.).
 QO1382
 QO1382.The modeled gravity was interpolated from observed gravity values.
 QO1382
 QO1382;                    North         East    Units  Estimated Accuracy
 QO1382;SPC WI C     -   147,380.      417,130.      MT  (+/- 180 meters Scaled)
 QO1382
 QO1382                          SUPERSEDED SURVEY CONTROL
 QO1382
 QO1382.No superseded survey control is available for this station.
 QO1382
 QO1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK530982(NAD 83)
 QO1382_MARKER: I = METAL ROD
 QO1382_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QO1382_SP_SET: STAINLESS STEEL ROD
 QO1382_STAMPING: K 153 1980
 QO1382_PROJECTION: FLUSH
 QO1382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1382+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2005
 QO1382_ROD/PIPE-DEPTH: 8.8  meters
 QO1382
 QO1382  HISTORY     - Date     Condition        Report By
 QO1382  HISTORY     - 1980     MONUMENTED       NGS
 QO1382  HISTORY     - 20051125 GOOD             USPSQD
 QO1382
 QO1382                          STATION DESCRIPTION
 QO1382
 QO1382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QO1382'17.5 KM SOUTH FROM CLEAR LAKE.
 QO1382'14.3 KM (8.85 MI) SOUTH ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 QO1382'COUNTY ROAD JJ IN CLEAR LAKE, THENCE 3.2 KM (2.0 MI) WEST ALONG STATE
 QO1382'HIGHWAY 64, AT THE JUNCTION OF A GRAVEL ROAD LEADING NORTH, 4.8 KM
 QO1382'(3.0 MI) EAST OF THE JUNCTION OF U.S. HIGHWAY 63 AND STATE HIGHWAY 46
 QO1382'NORTH, 21.2 M (70.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 9.7 M
 QO1382'(32.0 FT) WEST OF THE CENTER OF THE ROAD, 0.3 M (1.0 FT) EAST OF A
 QO1382'FENCE, 2.6 M (8.6 FT) NORTH OF A FENCE CORNER POST AND WOODEN
 QO1382'RIGHT-OF-WAY MARKER, 6.6 M (21.8 FT) NORTHWEST OF A STOP SIGN.
 QO1382'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 QO1382'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 QO1382
 QO1382                          STATION RECOVERY (2005)
 QO1382
 QO1382'RECOVERY NOTE BY US POWER SQUADRON 2005 (DRB)
 QO1382'RECOVERED IN GOOD CONDITION. NOTE-- THE ROAD LEADING NORTH IS 240TH
 QO1382'STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO1353 ***********************************************************************
 QO1353  DESIGNATION -  K 154
 QO1353  PID         -  QO1353
 QO1353  STATE/COUNTY-  WI/ST CROIX
 QO1353  USGS QUAD   -  SOMERSET SOUTH (1974)
 QO1353
 QO1353                         *CURRENT SURVEY CONTROL
 QO1353  ___________________________________________________________________
 QO1353* NAD 83(1986)-  45 02 09.     (N)    092 38 25.     (W)     SCALED    
 QO1353* NAVD 88     -       276.983  (meters)     908.74   (feet)  ADJUSTED  
 QO1353  ___________________________________________________________________
 QO1353  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 QO1353  DYNAMIC HT  -         276.957 (meters)     908.65  (feet)  COMP
 QO1353  MODELED GRAV-     980,517.4   (mgal)                       NAVD 88
 QO1353
 QO1353  VERT ORDER  -  FIRST     CLASS II
 QO1353
 QO1353.The horizontal coordinates were scaled from a topographic map and have
 QO1353.an estimated accuracy of +/- 6 seconds.
 QO1353
 QO1353.The orthometric height was determined by differential leveling
 QO1353.and adjusted by the National Geodetic Survey in June 1991..
 QO1353
 QO1353.The geoid height was determined by GEOID03.
 QO1353
 QO1353.The dynamic height is computed by dividing the NAVD 88
 QO1353.geopotential number by the normal gravity value computed on the
 QO1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1353.degrees latitude (g = 980.6199 gals.).
 QO1353
 QO1353.The modeled gravity was interpolated from observed gravity values.
 QO1353
 QO1353;                    North         East    Units  Estimated Accuracy
 QO1353;SPC WI C     -   137,000.      392,000.      MT  (+/- 180 meters Scaled)
 QO1353
 QO1353                          SUPERSEDED SURVEY CONTROL
 QO1353
 QO1353.No superseded survey control is available for this station.
 QO1353
 QO1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK283869(NAD 83)
 QO1353_MARKER: DB = BENCH MARK DISK
 QO1353_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QO1353_SP_SET: BRIDGE ABUTMENT
 QO1353_STAMPING: K 154 1980
 QO1353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1353
 QO1353  HISTORY     - Date     Condition        Report By
 QO1353  HISTORY     - 1980     MONUMENTED       NGS
 QO1353  HISTORY     - 20031116 MARK NOT FOUND   USPSQD
 QO1353
 QO1353                          STATION DESCRIPTION
 QO1353
 QO1353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QO1353'3.3 KM NE FROM BURKHARDT.
 QO1353'3.0 KM (1.85 MI) NORTHEAST ALONG COUNTY ROAD A FROM THE JUNCTION OF
 QO1353'SCOTT ROAD IN BURKHARDT, THENCE 0.3 KM (0.2 MI) EAST ALONG COUNTY ROAD
 QO1353'E, IN TOP AND 0.75 M (2.5 FT) SOUTHEAST OF THE NORTHWEST END OF THE
 QO1353'SOUTHWEST ABUTMENT OF A BRIDGE OVER THE WILLOW RIVER, 4.5 M (15.0 FT)
 QO1353'NORTHWEST OF THE CENTERLINE OF THE ROAD, 0.6 M (2.0 FT) NORTHWEST OF A
 QO1353'STEEL BRIDGE GUARD RAIL.
 QO1353'THE MARK IS 0.9 M BELOW THE ROAD.
 QO1353
 QO1353                          STATION RECOVERY (2003)
 QO1353
 QO1353'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 QO1353'NOT FOUND.  THE BRIDGE WAS REBUILT IN 2000.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0335 ***********************************************************************
 QN0335  DESIGNATION -  K 155
 QN0335  PID         -  QN0335
 QN0335  STATE/COUNTY-  WI/SAWYER
 QN0335  USGS QUAD   -  HAUER (1971)
 QN0335
 QN0335                         *CURRENT SURVEY CONTROL
 QN0335  ___________________________________________________________________
 QN0335* NAD 83(1986)-  45 50 25.     (N)    091 24 26.     (W)     SCALED    
 QN0335* NAVD 88     -       392.177  (meters)    1286.67   (feet)  ADJUSTED  
 QN0335  ___________________________________________________________________
 QN0335  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 QN0335  DYNAMIC HT  -         392.163 (meters)    1286.62  (feet)  COMP
 QN0335  MODELED GRAV-     980,569.3   (mgal)                       NAVD 88
 QN0335
 QN0335  VERT ORDER  -  FIRST     CLASS II
 QN0335
 QN0335.The horizontal coordinates were scaled from a topographic map and have
 QN0335.an estimated accuracy of +/- 6 seconds.
 QN0335
 QN0335.The orthometric height was determined by differential leveling
 QN0335.and adjusted by the National Geodetic Survey in June 1991..
 QN0335
 QN0335.The geoid height was determined by GEOID03.
 QN0335
 QN0335.The dynamic height is computed by dividing the NAVD 88
 QN0335.geopotential number by the normal gravity value computed on the
 QN0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0335.degrees latitude (g = 980.6199 gals.).
 QN0335
 QN0335.The modeled gravity was interpolated from observed gravity values.
 QN0335
 QN0335;                    North         East    Units  Estimated Accuracy
 QN0335;SPC WI N     -    75,840.      490,690.      MT  (+/- 180 meters Scaled)
 QN0335
 QN0335                          SUPERSEDED SURVEY CONTROL
 QN0335
 QN0335.No superseded survey control is available for this station.
 QN0335
 QN0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL236775(NAD 83)
 QN0335_MARKER: I = METAL ROD
 QN0335_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QN0335_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 QN0335_STAMPING: K 155 1979
 QN0335_PROJECTION: FLUSH
 QN0335_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QN0335+STABILITY: POSITION/ELEVATION WELL
 QN0335_ROD/PIPE-DEPTH: 7.01 meters
 QN0335_SLEEVE-DEPTH  : 6.10 meters
 QN0335
 QN0335  HISTORY     - Date     Condition        Report By
 QN0335  HISTORY     - 1979     MONUMENTED       NGS
 QN0335
 QN0335                          STATION DESCRIPTION
 QN0335
 QN0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 QN0335'6.8 MI NW FROM COUDERAY.
 QN0335'6.8 MILES NORTHWEST ALONG STATE HIGHWAY 27 FROM THE POST OFFICE IN
 QN0335'COUDERAY, AT A WAYSIDE PARK, ON THE LAC COURTE OREILLES INDIAN
 QN0335'RESERVATION, AT THE JUNCTION OF COUNTY ROADS CADOTTE AND RESERVE,
 QN0335'200 FT. SOUTHEAST OF A CONCRETE BRIDGE OVER COUDERAY RIVER THAT IS
 QN0335'ABOUT 0.1 MILE SOUTH OF THE BILLY BOY DAM, 68.0 FT. SOUTHWEST OF THE
 QN0335'CENTERLINE OF THE HIGHWAY, 138 FT. EAST OF THE CENTER OF THE JUNCTION
 QN0335'OF THE HIGHWAY AND RESERVE ROAD, 8.5 FT. NORTHWEST OF THE NORTHWEST
 QN0335'POLE OF A HISTORICAL SIGN, 3.0 FT. NORTHEAST OF A POLE FENCE AROUND
 QN0335'THE PARK, 42.5 FT. SOUTHEAST OF THE NORTHWEST CORNER OF THE FENCE,
 QN0335'13.0 FT. SOUTHWEST OF A ROCK CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0219 ***********************************************************************
 RM0219  DESIGNATION -  K 16
 RM0219  PID         -  RM0219
 RM0219  STATE/COUNTY-  WI/ASHLAND
 RM0219  USGS QUAD   -  ASHLAND WEST (1975)
 RM0219
 RM0219                         *CURRENT SURVEY CONTROL
 RM0219  ___________________________________________________________________
 RM0219* NAD 83(1986)-  46 34 20.     (N)    090 56 32.     (W)     SCALED    
 RM0219* NAVD 88     -       191.016  (meters)     626.69   (feet)  ADJUSTED  
 RM0219  ___________________________________________________________________
 RM0219  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 RM0219  DYNAMIC HT  -         191.020 (meters)     626.70  (feet)  COMP
 RM0219  MODELED GRAV-     980,635.6   (mgal)                       NAVD 88
 RM0219
 RM0219  VERT ORDER  -  FIRST     CLASS II
 RM0219
 RM0219.The horizontal coordinates were scaled from a topographic map and have
 RM0219.an estimated accuracy of +/- 6 seconds.
 RM0219
 RM0219.The orthometric height was determined by differential leveling
 RM0219.and adjusted by the National Geodetic Survey in June 1991..
 RM0219
 RM0219.The geoid height was determined by GEOID03.
 RM0219
 RM0219.The dynamic height is computed by dividing the NAVD 88
 RM0219.geopotential number by the normal gravity value computed on the
 RM0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0219.degrees latitude (g = 980.6199 gals.).
 RM0219
 RM0219.The modeled gravity was interpolated from observed gravity values.
 RM0219
 RM0219;                    North         East    Units  Estimated Accuracy
 RM0219;SPC WI N     -   156,650.      527,770.      MT  (+/- 180 meters Scaled)
 RM0219
 RM0219                          SUPERSEDED SURVEY CONTROL
 RM0219
 RM0219  NGVD 29 (??/??/92)  191.022  (m)          626.71   (f) ADJ UNCH    1 2
 RM0219
 RM0219.Superseded values are not recommended for survey control.
 RM0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0219.See file dsdata.txt to determine how the superseded data were derived.
 RM0219
 RM0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM576596(NAD 83)
 RM0219_MARKER: DB = BENCH MARK DISK
 RM0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0219_STAMPING: K 16 1934
 RM0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0219+STABILITY: SURFACE MOTION
 RM0219
 RM0219  HISTORY     - Date     Condition        Report By
 RM0219  HISTORY     - 1934     MONUMENTED       CGS
 RM0219  HISTORY     - 1982     MARK NOT FOUND   NGS
 RM0219  HISTORY     - 20040507 MARK NOT FOUND   USPSQD
 RM0219
 RM0219                          STATION DESCRIPTION
 RM0219
 RM0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RM0219'3.8 MI W FROM ASHLAND.
 RM0219'IN BAYFIELD COUNTY, ABOUT 3-3/4 MILES WEST ALONG THE NORTHERN
 RM0219'PACIFIC RAILWAY FROM ASHLAND, ASHLAND COUNTY, ABOUT 1-1/2 MILES
 RM0219'EAST OF ASHLAND JUNCTION, AT THE BASE OF TELEPHONE POLE 98, AND
 RM0219'35 FEET SOUTH OF THE TRACK.  A STANDARD DISK, STAMPED K 16 1934
 RM0219'AND SET IN THE TOP OF A CONCRETE POST.
 RM0219
 RM0219                          STATION RECOVERY (1982)
 RM0219
 RM0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RM0219'NOT RECOVERED, INACCESSIBLE THIS DATE.
 RM0219
 RM0219                          STATION RECOVERY (2004)
 RM0219
 RM0219'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 RM0219'MARK NOT FOUND. USPS JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0172 ***********************************************************************
 RM0172  DESIGNATION -  K 17
 RM0172  PID         -  RM0172
 RM0172  STATE/COUNTY-  WI/ASHLAND
 RM0172  USGS QUAD   -  HIGH BRIDGE (1984)
 RM0172
 RM0172                         *CURRENT SURVEY CONTROL
 RM0172  ___________________________________________________________________
 RM0172* NAD 83(1986)-  46 23 18.     (N)    090 43 22.     (W)     SCALED    
 RM0172* NAVD 88     -       303.817  (meters)     996.77   (feet)  ADJUSTED  
 RM0172  ___________________________________________________________________
 RM0172  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 RM0172  DYNAMIC HT  -         303.823 (meters)     996.79  (feet)  COMP
 RM0172  MODELED GRAV-     980,627.2   (mgal)                       NAVD 88
 RM0172
 RM0172  VERT ORDER  -  SECOND    CLASS 0
 RM0172
 RM0172.The horizontal coordinates were scaled from a topographic map and have
 RM0172.an estimated accuracy of +/- 6 seconds.
 RM0172
 RM0172.The orthometric height was determined by differential leveling
 RM0172.and adjusted by the National Geodetic Survey in June 1991..
 RM0172
 RM0172.The geoid height was determined by GEOID03.
 RM0172
 RM0172.The dynamic height is computed by dividing the NAVD 88
 RM0172.geopotential number by the normal gravity value computed on the
 RM0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0172.degrees latitude (g = 980.6199 gals.).
 RM0172
 RM0172.The modeled gravity was interpolated from observed gravity values.
 RM0172
 RM0172;                    North         East    Units  Estimated Accuracy
 RM0172;SPC WI N     -   136,040.      544,410.      MT  (+/- 180 meters Scaled)
 RM0172
 RM0172                          SUPERSEDED SURVEY CONTROL
 RM0172
 RM0172  NGVD 29 (??/??/92)  303.828  (m)          996.81   (f) ADJ UNCH    2 0
 RM0172
 RM0172.Superseded values are not recommended for survey control.
 RM0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0172.See file dsdata.txt to determine how the superseded data were derived.
 RM0172
 RM0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM750397(NAD 83)
 RM0172_MARKER: DB = BENCH MARK DISK
 RM0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0172_STAMPING: K 17 1934
 RM0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0172+STABILITY: SURFACE MOTION
 RM0172
 RM0172  HISTORY     - Date     Condition        Report By
 RM0172  HISTORY     - 1934     MONUMENTED       CGS
 RM0172  HISTORY     - 20031003 MARK NOT FOUND   USPSQD
 RM0172  HISTORY     - 20041207 MARK NOT FOUND   WIDT
 RM0172
 RM0172                          STATION DESCRIPTION
 RM0172
 RM0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RM0172'0.5 MI S FROM HIGH BRIDGE.
 RM0172'1/2 MILE SOUTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 RM0172'MARIE RAILWAY FROM HIGH BRIDGE, ASHLAND COUNTY, AT A ROAD CROSSING,
 RM0172'NORTH OF THE ROAD, ABOUT 90 FEET WEST OF THE TRACK, AND IN A
 RM0172'FENCE CORNER.  A STANDARD DISK, STAMPED K 17 1934 AND SET IN
 RM0172'THE TOP OF A CONCRETE POST.
 RM0172
 RM0172                          STATION RECOVERY (2003)
 RM0172
 RM0172'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0172'STATION NOT FOUND.  THE ROAD REFERENCED IN THE 1934 DESCRIPTION IS
 RM0172'DYRNESS ROAD.
 RM0172'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 13 AND COUNTY ROAD
 RM0172'C, GO SOUTH ON HIGHWAY 13 FOR 0.8 MILE TO CORIA ROAD ON THE LEFT.
 RM0172'TURN LEFT (EAST) ON CORIA ROAD FOR 0.1 MILE TO DYRNESS ROAD ON THE
 RM0172'LEFT.  TURN LEFT (NORTH) ON DYRNESS ROAD AND GO 0.2 MILE TO THE
 RM0172'RAILROAD CROSSING.
 RM0172
 RM0172                          STATION RECOVERY (2004)
 RM0172
 RM0172'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 RM0172'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0067 ***********************************************************************
 QM0067  DESIGNATION -  K 18
 QM0067  PID         -  QM0067
 QM0067  STATE/COUNTY-  WI/MARINETTE
 QM0067  USGS QUAD   -  CRIVITZ (1973)
 QM0067
 QM0067                         *CURRENT SURVEY CONTROL
 QM0067  ___________________________________________________________________
 QM0067* NAD 83(1986)-  45 12 04.     (N)    088 00 38.     (W)     SCALED    
 QM0067* NAVD 88     -       212.379  (meters)     696.78   (feet)  ADJUSTED  
 QM0067  ___________________________________________________________________
 QM0067  GEOID HEIGHT-         -36.14  (meters)                     GEOID03
 QM0067  DYNAMIC HT  -         212.366 (meters)     696.74  (feet)  COMP
 QM0067  MODELED GRAV-     980,550.2   (mgal)                       NAVD 88
 QM0067
 QM0067  VERT ORDER  -  SECOND    CLASS 0
 QM0067
 QM0067.The horizontal coordinates were scaled from a topographic map and have
 QM0067.an estimated accuracy of +/- 6 seconds.
 QM0067
 QM0067.The orthometric height was determined by differential leveling
 QM0067.and adjusted by the National Geodetic Survey in June 1991..
 QM0067
 QM0067.The geoid height was determined by GEOID03.
 QM0067
 QM0067.The dynamic height is computed by dividing the NAVD 88
 QM0067.geopotential number by the normal gravity value computed on the
 QM0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0067.degrees latitude (g = 980.6199 gals.).
 QM0067
 QM0067.The modeled gravity was interpolated from observed gravity values.
 QM0067
 QM0067;                    North         East    Units  Estimated Accuracy
 QM0067;SPC WI C     -   153,900.      756,290.      MT  (+/- 180 meters Scaled)
 QM0067
 QM0067                          SUPERSEDED SURVEY CONTROL
 QM0067
 QM0067  NGVD 29 (??/??/92)  212.410  (m)          696.88   (f) ADJ UNCH    2 0
 QM0067
 QM0067.Superseded values are not recommended for survey control.
 QM0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0067.See file dsdata.txt to determine how the superseded data were derived.
 QM0067
 QM0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR206057(NAD 83)
 QM0067_MARKER: DB = BENCH MARK DISK
 QM0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0067+STABILITY: SURFACE MOTION
 QM0067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QM0067+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2005
 QM0067
 QM0067  HISTORY     - Date     Condition        Report By
 QM0067  HISTORY     - UNK      MONUMENTED       CGS
 QM0067  HISTORY     - 1934     GOOD             NGS
 QM0067  HISTORY     - 19901022 MARK NOT FOUND   USPSQD
 QM0067  HISTORY     - 20011005 MARK NOT FOUND   USPSQD
 QM0067  HISTORY     - 20051128 GOOD             WIDT
 QM0067
 QM0067                          STATION DESCRIPTION
 QM0067
 QM0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QM0067'2.1 MI S FROM CRIVITZ.
 QM0067'2.1 MILES S. OF CRIVITZ.  ALONG C.M.ST.P. AND P. R.R., 72 YDS.
 QM0067'S. OF MP 246.  MARK IS AT FENCE, 16 YDS. E. OF CENTERLINE OF
 QM0067'TRACK AND 13 YDS. S. OF CENTERLINE OF FARM CROSSING.
 QM0067
 QM0067                          STATION RECOVERY (1990)
 QM0067
 QM0067'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEA)
 QM0067'MARK NOT FOUND.
 QM0067
 QM0067                          STATION RECOVERY (2001)
 QM0067
 QM0067'RECOVERY NOTE BY US POWER SQUADRON 2001 (KS)
 QM0067'MARK NOT FOUND.
 QM0067
 QM0067                          STATION RECOVERY (2005)
 QM0067
 QM0067'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0067'RECOVERED IN GOOD CONDITION.  ADD THE STATION IS 0.45 M WEST OF AN
 QM0067'ORANGE FIBERGLASS WITNESS POST.   NOTE ACCESS TO THE STATION IS
 QM0067'THROUGH THE PRIVATE PROPERTY OF N6664 LEFT FOOT LAKE ROAD.  THERE IS A
 QM0067'GRAVEL PATH THAT WRAPS AROUND THE RESIDENCE OF N6664 TO THE FIELD
 QM0067'CROSSING AND TWO STEEL SIDED BUILDINGS.
 QM0067'CONTACT THE PROPERTY OWNER PRIOR TO ACCESSING THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0199 ***********************************************************************
 PM0199  DESIGNATION -  K 19
 PM0199  PID         -  PM0199
 PM0199  STATE/COUNTY-  WI/OCONTO
 PM0199  USGS QUAD   -  OCONTO WEST (1974)
 PM0199
 PM0199                         *CURRENT SURVEY CONTROL
 PM0199  ___________________________________________________________________
 PM0199* NAD 83(1986)-  44 53 27.     (N)    087 52 54.     (W)     SCALED    
 PM0199* NAVD 88     -       179.602  (meters)     589.24   (feet)  ADJUSTED  
 PM0199  ___________________________________________________________________
 PM0199  GEOID HEIGHT-         -36.49  (meters)                     GEOID03
 PM0199  DYNAMIC HT  -         179.585 (meters)     589.19  (feet)  COMP
 PM0199  MODELED GRAV-     980,520.7   (mgal)                       NAVD 88
 PM0199
 PM0199  VERT ORDER  -  FIRST     CLASS 0
 PM0199
 PM0199.The horizontal coordinates were scaled from a topographic map and have
 PM0199.an estimated accuracy of +/- 6 seconds.
 PM0199
 PM0199.The orthometric height was determined by differential leveling
 PM0199.and adjusted by the National Geodetic Survey in June 1991..
 PM0199.WARNING-Repeat measurements at this control monument indicate possible
 PM0199.vertical movement.
 PM0199
 PM0199.The geoid height was determined by GEOID03.
 PM0199
 PM0199.The dynamic height is computed by dividing the NAVD 88
 PM0199.geopotential number by the normal gravity value computed on the
 PM0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0199.degrees latitude (g = 980.6199 gals.).
 PM0199
 PM0199.The modeled gravity was interpolated from observed gravity values.
 PM0199
 PM0199;                    North         East    Units  Estimated Accuracy
 PM0199;SPC WI C     -   119,690.      767,310.      MT  (+/- 180 meters Scaled)
 PM0199
 PM0199                          SUPERSEDED SURVEY CONTROL
 PM0199
 PM0199  NGVD 29 (??/??/92)  179.664  (m)          589.45   (f) ADJ UNCH    1 0
 PM0199
 PM0199.Superseded values are not recommended for survey control.
 PM0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0199.See file dsdata.txt to determine how the superseded data were derived.
 PM0199
 PM0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ303712(NAD 83)
 PM0199_MARKER: DB = BENCH MARK DISK
 PM0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PM0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0199+STABILITY: SURFACE MOTION
 PM0199
 PM0199  HISTORY     - Date     Condition        Report By
 PM0199  HISTORY     - UNK      MONUMENTED       CGS
 PM0199  HISTORY     - 1934     GOOD             NGS
 PM0199  HISTORY     - 1972     GOOD             NGS
 PM0199  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 PM0199  HISTORY     - 20021010 MARK NOT FOUND   USPSQD
 PM0199  HISTORY     - 20051207 MARK NOT FOUND   WIDT
 PM0199
 PM0199                          STATION DESCRIPTION
 PM0199
 PM0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PM0199'IN OCONTO.
 PM0199'IN OCONTO, ALONG CHICAGO AND NORTH-WESTERN RY., 50 YDS. N.
 PM0199'OF OCONTO PASSENGER STATION.  MARK IS 9 YDS. E. OF CENTERLINE
 PM0199'OF MAIN TRACK, 2 YDS. E. OF WOODEN PLATFORM CONNECTING PASSENGER
 PM0199'AND FREIGHT STATIONS AND 2 YDS. W. OF FLAG POLE.
 PM0199
 PM0199                          STATION RECOVERY (1972)
 PM0199
 PM0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 PM0199'AT OCONTO, ALONG THE CHICAGO AND NORTH WESTERN RAILWAY, ABOUT 0.1 MILE
 PM0199'SOUTH OF THE CROSSING OF MAIN STREET, 141 FEET NORTH OF THE NORTHEAST
 PM0199'CORNER OF THE RAILWAY STATION, 81 FEET NORTH OF THE NORTHWEST CORNER
 PM0199'OF A SHED THAT IS ON THE NORTH END OF THE STATION, 22 FEET EAST OF THE
 PM0199'EAST RAIL OF THE MAIN TRACK, 21 1/2 FEET NORTHWEST OF A TELEGRAPH
 PM0199'POLE, (THE SECOND POLE SOUTH OF MILEPOST 29), 1 FOOT ABOVE THE LEVEL
 PM0199'OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST 2 INCHES BELOW THE
 PM0199'LEVEL OF THE GROUND.  SEC 19, T 28N, R 22E.
 PM0199
 PM0199                          STATION RECOVERY (1990)
 PM0199
 PM0199'RECOVERY NOTE BY US POWER SQUADRON 1990 (WFC)
 PM0199'MARK NOT FOUND.
 PM0199
 PM0199                          STATION RECOVERY (2002)
 PM0199
 PM0199'RECOVERY NOTE BY US POWER SQUADRON 2002
 PM0199'RAILROAD STATION AND SHED HAVE BEEN RAZED.
 PM0199
 PM0199                          STATION RECOVERY (2005)
 PM0199
 PM0199'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0199'MARK NOT FOUND. -ADD--ALL EVIDENCE OF THE RAILWAY STATION, THE SHED
 PM0199'ATTACHED TO THE RAILWAY STATION AND THE TELEGRAPH POLE FROM THE
 PM0199'PREVIOUS DESCRIPTION ARE GONE. THE AREA OF THE MONUMENT HAS BEEN
 PM0199'REGRADED AND IS NOW LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0042 ***********************************************************************
 QM0042  DESIGNATION -  K 2
 QM0042  PID         -  QM0042
 QM0042  STATE/COUNTY-  WI/OCONTO
 QM0042  USGS QUAD   -  MOUNTAIN (1973)
 QM0042
 QM0042                         *CURRENT SURVEY CONTROL
 QM0042  ___________________________________________________________________
 QM0042* NAD 83(1986)-  45 10 56.     (N)    088 28 33.     (W)     SCALED    
 QM0042* NAVD 88     -       311.088  (meters)    1020.63   (feet)  ADJUSTED  
 QM0042  ___________________________________________________________________
 QM0042  GEOID HEIGHT-         -35.67  (meters)                     GEOID03
 QM0042  DYNAMIC HT  -         311.055 (meters)    1020.52  (feet)  COMP
 QM0042  MODELED GRAV-     980,503.8   (mgal)                       NAVD 88
 QM0042
 QM0042  VERT ORDER  -  FIRST     CLASS II
 QM0042
 QM0042.The horizontal coordinates were scaled from a topographic map and have
 QM0042.an estimated accuracy of +/- 6 seconds.
 QM0042
 QM0042.The orthometric height was determined by differential leveling
 QM0042.and adjusted by the National Geodetic Survey in June 1991..
 QM0042.WARNING-Repeat measurements at this control monument indicate possible
 QM0042.vertical movement.
 QM0042
 QM0042.The geoid height was determined by GEOID03.
 QM0042
 QM0042.The dynamic height is computed by dividing the NAVD 88
 QM0042.geopotential number by the normal gravity value computed on the
 QM0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0042.degrees latitude (g = 980.6199 gals.).
 QM0042
 QM0042.The modeled gravity was interpolated from observed gravity values.
 QM0042
 QM0042;                    North         East    Units  Estimated Accuracy
 QM0042;SPC WI C     -   151,010.      719,780.      MT  (+/- 180 meters Scaled)
 QM0042
 QM0042                          SUPERSEDED SURVEY CONTROL
 QM0042
 QM0042  NGVD 29 (??/??/92)  311.081  (m)         1020.60   (f) ADJ UNCH    1 2
 QM0042
 QM0042.Superseded values are not recommended for survey control.
 QM0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0042.See file dsdata.txt to determine how the superseded data were derived.
 QM0042
 QM0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR840042(NAD 83)
 QM0042_MARKER: DB = BENCH MARK DISK
 QM0042_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QM0042_SP_SET: FOUNDATION OF SCHOOL
 QM0042_STAMPING: K 2 1922 ELEV. 1020.605 FT.
 QM0042_MARK LOGO: CGS   
 QM0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0042+STABILITY: SURFACE MOTION
 QM0042_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0042+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2005
 QM0042
 QM0042  HISTORY     - Date     Condition        Report By
 QM0042  HISTORY     - UNK      MONUMENTED       CGS
 QM0042  HISTORY     - 1922     GOOD             NGS
 QM0042  HISTORY     - 1934     GOOD             NGS
 QM0042  HISTORY     - 1985     GOOD             NGS
 QM0042  HISTORY     - 19910325 GOOD             USPSQD
 QM0042  HISTORY     - 19961020 GOOD             USPSQD
 QM0042  HISTORY     - 20021001 GOOD             USPSQD
 QM0042  HISTORY     - 20021210 GOOD             USPSQD
 QM0042  HISTORY     - 20040325 GOOD             USPSQD
 QM0042  HISTORY     - 20051117 GOOD             WIDT
 QM0042
 QM0042                          STATION DESCRIPTION
 QM0042
 QM0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1922
 QM0042'IN MOUNTAIN.
 QM0042'STANDARD BRASS DISK IN STONE FOUNDATION COURSE OF SCHOOLHOUSE
 QM0042'AT MOUNTAIN, WISCONSIN, 2 FEET SOUTH OF ENTRANCE IN CENTRAL
 QM0042'PART OF EAST FACE OF BUILDING AND 1-1/2 FEET ABOVE THE
 QM0042'SURFACE OF THE GROUND.  THIS IS A SUBSTANTIAL RED BRICK
 QM0042'BUILDING ABOUT 1/2 MILE SOUTHWEST OF C. AND N.W. DEPOT AT
 QM0042'MOUNTAIN.
 QM0042
 QM0042                          STATION RECOVERY (1934)
 QM0042
 QM0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QM0042'RECOVERED IN GOOD CONDITION.
 QM0042
 QM0042                          STATION RECOVERY (1985)
 QM0042
 QM0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0042'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN MOUNTAIN,
 QM0042'AT 14330 COUNTY ROAD W, SET VERTICALLY IN THE STONE FOUNDATION WALL OF
 QM0042'THE EAST FACE OF THE EAST ENTRANCE TO THE MOUNTAIN ELEMENTARY SCHOOL,
 QM0042'15.1 M (49.5 FT) WEST OF THE CENTERLINE OF THE ROAD, 14.3 M (46.9 FT)
 QM0042'NORTH OF THE EXTENDED CENTER OF ARMSTRONG STREET, AND 2.5 M (8.2 FT)
 QM0042'SOUTH OF THE CENTER OF THE EAST ENTRANCE.
 QM0042'THE MARK IS 0.8 M ABOVE THE SIDEWALK.
 QM0042
 QM0042                          STATION RECOVERY (1991)
 QM0042
 QM0042'RECOVERY NOTE BY US POWER SQUADRON 1991 (AEA)
 QM0042'RECOVERED IN GOOD CONDITION.
 QM0042
 QM0042                          STATION RECOVERY (1996)
 QM0042
 QM0042'RECOVERY NOTE BY US POWER SQUADRON 1996
 QM0042'RECOVERED IN GOOD CONDITION.
 QM0042
 QM0042                          STATION RECOVERY (2002)
 QM0042
 QM0042'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QM0042'RECOVERED IN GOOD CONDITION.
 QM0042
 QM0042                          STATION RECOVERY (2002)
 QM0042
 QM0042'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 QM0042'RECOVERED IN GOOD CONDITION.  IT IS 0.2 MI SOUTHWEST
 QM0042'OF HIGHWAY 32 ON COUNTY HIGHWAY W.  CORRECTION--
 QM0042'ARMSTRONG STREET IS NOW DR STREBE STREET.
 QM0042
 QM0042                          STATION RECOVERY (2004)
 QM0042
 QM0042'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0042'RECOVERED IN GOOD CONDITION.
 QM0042
 QM0042                          STATION RECOVERY (2005)
 QM0042
 QM0042'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0042'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0045 ***********************************************************************
 PM0045  DESIGNATION -  K 20
 PM0045  PID         -  PM0045
 PM0045  STATE/COUNTY-  WI/KEWAUNEE
 PM0045  USGS QUAD   -  ALGOMA (1982)
 PM0045
 PM0045                         *CURRENT SURVEY CONTROL
 PM0045  ___________________________________________________________________
 PM0045* NAD 83(1986)-  44 37 00.     (N)    087 28 31.     (W)     SCALED    
 PM0045* NAVD 88     -       197.613  (meters)     648.34   (feet)  ADJUSTED  
 PM0045  ___________________________________________________________________
 PM0045  GEOID HEIGHT-         -36.40  (meters)                     GEOID03
 PM0045  DYNAMIC HT  -         197.590 (meters)     648.26  (feet)  COMP
 PM0045  MODELED GRAV-     980,498.5   (mgal)                       NAVD 88
 PM0045
 PM0045  VERT ORDER  -  FIRST     CLASS II
 PM0045
 PM0045.The horizontal coordinates were scaled from a topographic map and have
 PM0045.an estimated accuracy of +/- 6 seconds.
 PM0045
 PM0045.The orthometric height was determined by differential leveling
 PM0045.and adjusted by the National Geodetic Survey in June 1991..
 PM0045
 PM0045.The geoid height was determined by GEOID03.
 PM0045
 PM0045.The dynamic height is computed by dividing the NAVD 88
 PM0045.geopotential number by the normal gravity value computed on the
 PM0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0045.degrees latitude (g = 980.6199 gals.).
 PM0045
 PM0045.The modeled gravity was interpolated from observed gravity values.
 PM0045
 PM0045;                    North         East    Units  Estimated Accuracy
 PM0045;SPC WI C     -    90,160.      800,350.      MT  (+/- 180 meters Scaled)
 PM0045
 PM0045                          SUPERSEDED SURVEY CONTROL
 PM0045
 PM0045  NGVD 29 (??/??/92)  197.650  (m)          648.46   (f) ADJ UNCH    1 2
 PM0045
 PM0045.Superseded values are not recommended for survey control.
 PM0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0045.See file dsdata.txt to determine how the superseded data were derived.
 PM0045
 PM0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ622404(NAD 83)
 PM0045_MARKER: DB = BENCH MARK DISK
 PM0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PM0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0045+STABILITY: SURFACE MOTION
 PM0045
 PM0045  HISTORY     - Date     Condition        Report By
 PM0045  HISTORY     - UNK      MONUMENTED       CGS
 PM0045  HISTORY     - 1934     GOOD             NGS
 PM0045  HISTORY     - 20030525 MARK NOT FOUND   USPSQD
 PM0045  HISTORY     - 20050720 MARK NOT FOUND   WIDT
 PM0045
 PM0045                          STATION DESCRIPTION
 PM0045
 PM0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PM0045'1.9 MI SW FROM ALGOMA.
 PM0045'1.9 MILES SOUTHWEST.  45 FT. NORTH OF CENTERLINE OF G. B. AND W. R.R.
 PM0045'25 FT EAST OF GRAVEL ROAD.  11 1/2 RAILS WEST OF MILE POST 34.
 PM0045
 PM0045                          STATION RECOVERY (2003)
 PM0045
 PM0045'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0045'NOT FOUND.  THE GRAVEL ROAD DESCRIBED IS NOW PAVED AND NAMED WILLOW
 PM0045'DRIVE.  THE RAILROAD BED IS NOW A SNOWMOBILE TRAIL.
 PM0045
 PM0045                          STATION RECOVERY (2005)
 PM0045
 PM0045'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0045'NOT FOUND.  ADD--THE DIMENSIONS FROM THE ORIGINAL DESCRIPTION LEAD TO
 PM0045'A DITCH LINE THAT MAY HAVE BEEN EXCAVATED IN THE PAST. NO EVIDENCE OF
 PM0045'THE MONUMENT WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0577 ***********************************************************************
 RM0577  DESIGNATION -  K 208
 RM0577  PID         -  RM0577
 RM0577  STATE/COUNTY-  WI/ASHLAND
 RM0577  USGS QUAD   -  ODANAH (1975)
 RM0577
 RM0577                         *CURRENT SURVEY CONTROL
 RM0577  ___________________________________________________________________
 RM0577* NAD 83(1986)-  46 36 31.     (N)    090 41 54.     (W)     SCALED    
 RM0577* NAVD 88     -       185.634  (meters)     609.03   (feet)  ADJUSTED  
 RM0577  ___________________________________________________________________
 RM0577  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 RM0577  DYNAMIC HT  -         185.641 (meters)     609.06  (feet)  COMP
 RM0577  MODELED GRAV-     980,648.2   (mgal)                       NAVD 88
 RM0577
 RM0577  VERT ORDER  -  FIRST     CLASS II
 RM0577
 RM0577.The horizontal coordinates were scaled from a topographic map and have
 RM0577.an estimated accuracy of +/- 6 seconds.
 RM0577
 RM0577.The orthometric height was determined by differential leveling
 RM0577.and adjusted by the National Geodetic Survey in June 1991..
 RM0577
 RM0577.The geoid height was determined by GEOID03.
 RM0577
 RM0577.The dynamic height is computed by dividing the NAVD 88
 RM0577.geopotential number by the normal gravity value computed on the
 RM0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0577.degrees latitude (g = 980.6199 gals.).
 RM0577
 RM0577.The modeled gravity was interpolated from observed gravity values.
 RM0577
 RM0577;                    North         East    Units  Estimated Accuracy
 RM0577;SPC WI N     -   160,500.      546,500.      MT  (+/- 180 meters Scaled)
 RM0577
 RM0577                          SUPERSEDED SURVEY CONTROL
 RM0577
 RM0577.No superseded survey control is available for this station.
 RM0577
 RM0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM762642(NAD 83)
 RM0577_MARKER: I = METAL ROD
 RM0577_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RM0577_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RM0577_STAMPING: K 208 1982
 RM0577_MARK LOGO: NGS   
 RM0577_PROJECTION: RECESSED 3 CENTIMETERS
 RM0577_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RM0577+STABILITY: POSITION/ELEVATION WELL
 RM0577_ROD/PIPE-DEPTH: 12.1 meters
 RM0577_SLEEVE-DEPTH  : 6.0 meters
 RM0577
 RM0577  HISTORY     - Date     Condition        Report By
 RM0577  HISTORY     - 1982     MONUMENTED       NGS
 RM0577  HISTORY     - 19970626 GOOD             USPSQD
 RM0577  HISTORY     - 20020616 GOOD             USPSQD
 RM0577  HISTORY     - 20041110 MARK NOT FOUND   WIDT
 RM0577
 RM0577                          STATION DESCRIPTION
 RM0577
 RM0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0577'IN ODANAH.
 RM0577'SET AT THE SOUTHEAST CORNER OF THE SAINT MARYS CATHOLIC CHURCH IN
 RM0577'ODANAH, 15.2 METERS (50.0 FT) NORTH OF THE CENTER OF A GRAVEL ROAD IN
 RM0577'FRONT OF THE CHURCH, 20.7 METERS (68.0 FT) NORTH OF A POWER POLE WITH
 RM0577'A STREET LIGHT ATTACHED, 9.7 METERS (32.0 FT) NORTHWEST OF A TELEPHONE
 RM0577'JUNCTION BOX MOUNTED ON A POLE, 6.4 METERS (21.0 FT) EAST OF THE
 RM0577'CENTER OF TWO DOORS AT THE MAIN ENTRANCE TO THE CHURCH, AND 2.4 METERS
 RM0577'(8.0 FT) SOUTH OF THE EASTERNMOST SOUTHEAST CORNER OF THE CHURCH.
 RM0577'THE MARK IS ABOVE LEVEL WITH STREET.
 RM0577
 RM0577                          STATION RECOVERY (1997)
 RM0577
 RM0577'RECOVERY NOTE BY US POWER SQUADRON 1997
 RM0577'RECOVERED IN GOOD CONDITION.
 RM0577
 RM0577                          STATION RECOVERY (2002)
 RM0577
 RM0577'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0577'RECOVERED IN GOOD CONDITION.
 RM0577
 RM0577                          STATION RECOVERY (2004)
 RM0577
 RM0577'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 RM0577'WHEELCHAIR RAMP AT LOCATION INDICATED BY TIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0507 ***********************************************************************
 RM0507  DESIGNATION -  K 209
 RM0507  PID         -  RM0507
 RM0507  STATE/COUNTY-  WI/DOUGLAS
 RM0507  USGS QUAD   -  LAKE NEBAGAMON (1975)
 RM0507
 RM0507                         *CURRENT SURVEY CONTROL
 RM0507  ___________________________________________________________________
 RM0507* NAD 83(1986)-  46 35 23.     (N)    091 42 01.     (W)     SCALED    
 RM0507* NAVD 88     -       368.486  (meters)    1208.94   (feet)  ADJUSTED  
 RM0507  ___________________________________________________________________
 RM0507  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 RM0507  DYNAMIC HT  -         368.524 (meters)    1209.07  (feet)  COMP
 RM0507  MODELED GRAV-     980,706.5   (mgal)                       NAVD 88
 RM0507
 RM0507  VERT ORDER  -  FIRST     CLASS II
 RM0507
 RM0507.The horizontal coordinates were scaled from a topographic map and have
 RM0507.an estimated accuracy of +/- 6 seconds.
 RM0507
 RM0507.The orthometric height was determined by differential leveling
 RM0507.and adjusted by the National Geodetic Survey in June 1991..
 RM0507
 RM0507.The geoid height was determined by GEOID03.
 RM0507
 RM0507.The dynamic height is computed by dividing the NAVD 88
 RM0507.geopotential number by the normal gravity value computed on the
 RM0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0507.degrees latitude (g = 980.6199 gals.).
 RM0507
 RM0507.The modeled gravity was interpolated from observed gravity values.
 RM0507
 RM0507;                    North         East    Units  Estimated Accuracy
 RM0507;SPC WI N     -   159,560.      469,710.      MT  (+/- 180 meters Scaled)
 RM0507
 RM0507                          SUPERSEDED SURVEY CONTROL
 RM0507
 RM0507.No superseded survey control is available for this station.
 RM0507
 RM0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM995603(NAD 83)
 RM0507_MARKER: I = METAL ROD
 RM0507_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0507_SP_SET: STAINLESS STEEL ROD
 RM0507_STAMPING: K 209 1982
 RM0507_MARK LOGO: NGS   
 RM0507_PROJECTION: FLUSH
 RM0507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0507_ROD/PIPE-DEPTH: 14.6 meters
 RM0507
 RM0507  HISTORY     - Date     Condition        Report By
 RM0507  HISTORY     - 1982     MONUMENTED       NGS
 RM0507  HISTORY     - 19910622 GOOD             USPSQD
 RM0507  HISTORY     - 20031030 MARK NOT FOUND   USPSQD
 RM0507  HISTORY     - 20041215 MARK NOT FOUND   WIDT
 RM0507
 RM0507                          STATION DESCRIPTION
 RM0507
 RM0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0507'1.6 KM (1.0 MI) EAST FROM MAPLE.
 RM0507'1.6 KM (1.0 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF COUNTY
 RM0507'ROAD F IN MAPLE, SET AT A ROAD JUNCTION (WUORI ROAD), 27.2 METERS
 RM0507'(89.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 9.1 METERS (30.0 FT)
 RM0507'WEST OF THE CENTER OF A GRAVEL ROAD (WUORI ROAD), 0.6 METER (2.0 FT)
 RM0507'WEST OF A POWERLINE POLE WITH A TRANSFORMER AND TWO GUY WIRES, AND
 RM0507'12.0 METERS (39.5 FT) NORTH-NORTHEAST OF A WOODEN RIGHT OF WAY MARKER.
 RM0507'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 RM0507'THE MARK IS 1.8 M ABOVE HIGHWAY.
 RM0507
 RM0507                          STATION RECOVERY (1991)
 RM0507
 RM0507'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJK)
 RM0507'RECOVERED IN GOOD CONDITION.
 RM0507
 RM0507                          STATION RECOVERY (2003)
 RM0507
 RM0507'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0507'NOT FOUND.  HIGHWAY 2 ROAD CONSTRUCTION HAS RECONSTRUCTED THE
 RM0507'INTERSECTION WITH POWER POLES BEING RELOCATED AND RELANDSCAPPING DONE.
 RM0507'THE WOODEN RIGHT-OF-WAY POST AND WITNESS POST ARE NO LONGER PRESENT.
 RM0507
 RM0507                          STATION RECOVERY (2004)
 RM0507
 RM0507'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 RM0507'STATION WAS NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0246 ***********************************************************************
 QL0246  DESIGNATION -  K 21
 QL0246  PID         -  QL0246
 QL0246  STATE/COUNTY-  WI/DOOR
 QL0246  USGS QUAD   -  EGG HARBOR (1982)
 QL0246
 QL0246                         *CURRENT SURVEY CONTROL
 QL0246  ___________________________________________________________________
 QL0246* NAD 83(1986)-  45 04 34.     (N)    087 15 09.     (W)     SCALED    
 QL0246* NAVD 88     -       216.354  (meters)     709.82   (feet)  ADJUSTED  
 QL0246  ___________________________________________________________________
 QL0246  GEOID HEIGHT-         -37.07  (meters)                     GEOID03
 QL0246  DYNAMIC HT  -         216.334 (meters)     709.76  (feet)  COMP
 QL0246  MODELED GRAV-     980,519.6   (mgal)                       NAVD 88
 QL0246
 QL0246  VERT ORDER  -  FIRST     CLASS II
 QL0246
 QL0246.The horizontal coordinates were scaled from a topographic map and have
 QL0246.an estimated accuracy of +/- 6 seconds.
 QL0246
 QL0246.The orthometric height was determined by differential leveling
 QL0246.and adjusted by the National Geodetic Survey in June 1991..
 QL0246
 QL0246.The geoid height was determined by GEOID03.
 QL0246
 QL0246.The dynamic height is computed by dividing the NAVD 88
 QL0246.geopotential number by the normal gravity value computed on the
 QL0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0246.degrees latitude (g = 980.6199 gals.).
 QL0246
 QL0246.The modeled gravity was interpolated from observed gravity values.
 QL0246
 QL0246;                    North         East    Units  Estimated Accuracy
 QL0246;SPC WI C     -   141,760.      816,290.      MT  (+/- 180 meters Scaled)
 QL0246
 QL0246                          SUPERSEDED SURVEY CONTROL
 QL0246
 QL0246  NGVD 29 (??/??/92)  216.379  (m)          709.90   (f) ADJ UNCH    1 2
 QL0246
 QL0246.Superseded values are not recommended for survey control.
 QL0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0246.See file dsdata.txt to determine how the superseded data were derived.
 QL0246
 QL0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ801914(NAD 83)
 QL0246_MARKER: DB = BENCH MARK DISK
 QL0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0246_STAMPING: K 21 1934
 QL0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0246+STABILITY: SURFACE MOTION
 QL0246_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0246+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2005
 QL0246
 QL0246  HISTORY     - Date     Condition        Report By
 QL0246  HISTORY     - 1934     MONUMENTED       CGS
 QL0246  HISTORY     - 1984     GOOD             USPSQD
 QL0246  HISTORY     - 1987     GOOD             USPSQD
 QL0246  HISTORY     - 20010331 GOOD             NGS
 QL0246  HISTORY     - 20050729 GOOD             WIDT
 QL0246
 QL0246                          STATION DESCRIPTION
 QL0246
 QL0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QL0246'2.4 MI N FROM EGG HARBOR.
 QL0246'2.4 MILES NORTH ALONG STATE HIGHWAY 42 FROM EGG HARBOR, DOOR
 QL0246'COUNTY, AT THE FOOT OF A SMALL HILL, 25 FEET NORTH OF THE
 QL0246'ENTRANCE TO A WOODS, 32 FEET SOUTH OF A 15-INCH MAPLE TREE, 29
 QL0246'FEET WEST OF THE HIGHWAY, AND 1 FOOT EAST OF A FENCE.  A STANDARD
 QL0246'DISK, STAMPED K 21 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QL0246
 QL0246                          STATION RECOVERY (1984)
 QL0246
 QL0246'RECOVERY NOTE BY US POWER SQUADRON 1984
 QL0246'NEW DESC: ABOUT 2.1 MILES NORTH OF EGG HARBOR ON HIGHWAY 42, THEN .25
 QL0246'MILES NORTH ON OLD HIGHWAY 42. AT THE FOOT OF A SMALL HILL, 400'
 QL0246'NORTH OF D. SCHNABEL DRIVE- WAY, FIRE 8348. 32' SOUTH OF 30' MAPLE,
 QL0246'29 FEET WEST OF CENTERLINE OF HIGHWAY. STANDARD DISK, STAMPED K 21
 QL0246'1934 SET IN TOP OF CONCRETE POST.
 QL0246
 QL0246                          STATION RECOVERY (1987)
 QL0246
 QL0246'RECOVERY NOTE BY US POWER SQUADRON 1987 (AB)
 QL0246'RECOVERED IN GOOD CONDITION.
 QL0246
 QL0246                          STATION RECOVERY (2001)
 QL0246
 QL0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QL0246'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QL0246
 QL0246                          STATION RECOVERY (2005)
 QL0246
 QL0246'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QL0246'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 43.9 M SOUTHWEST OF
 QL0246'A NEW UNNAMED ROAD LEADING INTO A SUBDIVISION, 20.7 M SOUTHEAST OF
 QL0246'POWER POLE --3027-17L1--, 8.8 M WEST OF THE CENTERLINE OF JUDDVILLE
 QL0246'HILL ROAD, 30 CM SOUTH OF AN ORANGE FIBERGLASS WITNESS POST, AND THE
 QL0246'MONUMENT PROTRUDES 17 CM ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0532 ***********************************************************************
 RM0532  DESIGNATION -  K 210
 RM0532  PID         -  RM0532
 RM0532  STATE/COUNTY-  WI/BAYFIELD
 RM0532  USGS QUAD   -  HART LAKE (1984)
 RM0532
 RM0532                         *CURRENT SURVEY CONTROL
 RM0532  ___________________________________________________________________
 RM0532* NAD 83(1986)-  46 33 52.     (N)    091 20 46.     (W)     SCALED    
 RM0532* NAVD 88     -       356.728  (meters)    1170.37   (feet)  ADJUSTED  
 RM0532  ___________________________________________________________________
 RM0532  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 RM0532  DYNAMIC HT  -         356.741 (meters)    1170.41  (feet)  COMP
 RM0532  MODELED GRAV-     980,640.3   (mgal)                       NAVD 88
 RM0532
 RM0532  VERT ORDER  -  FIRST     CLASS II
 RM0532
 RM0532.The horizontal coordinates were scaled from a topographic map and have
 RM0532.an estimated accuracy of +/- 6 seconds.
 RM0532
 RM0532.The orthometric height was determined by differential leveling
 RM0532.and adjusted by the National Geodetic Survey in June 1991..
 RM0532
 RM0532.The geoid height was determined by GEOID03.
 RM0532
 RM0532.The dynamic height is computed by dividing the NAVD 88
 RM0532.geopotential number by the normal gravity value computed on the
 RM0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0532.degrees latitude (g = 980.6199 gals.).
 RM0532
 RM0532.The modeled gravity was interpolated from observed gravity values.
 RM0532
 RM0532;                    North         East    Units  Estimated Accuracy
 RM0532;SPC WI N     -   156,230.      496,800.      MT  (+/- 180 meters Scaled)
 RM0532
 RM0532                          SUPERSEDED SURVEY CONTROL
 RM0532
 RM0532.No superseded survey control is available for this station.
 RM0532
 RM0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM267580(NAD 83)
 RM0532_MARKER: I = METAL ROD
 RM0532_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0532_SP_SET: STAINLESS STEEL ROD
 RM0532_STAMPING: K 210 1982
 RM0532_MARK LOGO: NGS   
 RM0532_PROJECTION: FLUSH
 RM0532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0532_ROD/PIPE-DEPTH: 14.6 meters
 RM0532
 RM0532  HISTORY     - Date     Condition        Report By
 RM0532  HISTORY     - 1982     MONUMENTED       NGS
 RM0532  HISTORY     - 19910515 GOOD             USPSQD
 RM0532  HISTORY     - 20041128 MARK NOT FOUND   USPSQD
 RM0532
 RM0532                          STATION DESCRIPTION
 RM0532
 RM0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0532'5.5 KM (3.4 MI) EAST FROM IRON RIVER.
 RM0532'5.5 KM (3.4 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF MAIN
 RM0532'STREET IN IRON RIVER, SET AT A ROAD JUNCTION, 44.1 METERS (145.0 FT)
 RM0532'NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 18.2 METERS
 RM0532'(60.0 FT) SOUTHWEST OF THE SOUTH RAIL OF THE RAILROAD, 13.1 METERS
 RM0532'(43.0 FT) EAST SOUTHEAST OF THE CENTERLINE OF A NATIONAL FOREST ROAD
 RM0532'NUMBER 242, 21.6 METERS (71.0 FT) NORTHEAST OF THE MOST
 RM0532'NORTH-NORTHEASTERLY TELEPHONE JUNCTION BOX OF 3 BOXES.
 RM0532'THE MARK IS 0.3 METERS  WSW FROM A WITNESS POST.
 RM0532'THE MARK IS 0.3 M ABOVE RAIL.
 RM0532
 RM0532                          STATION RECOVERY (1991)
 RM0532
 RM0532'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJK)
 RM0532'RECOVERED IN GOOD CONDITION.
 RM0532
 RM0532                          STATION RECOVERY (2004)
 RM0532
 RM0532'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0532'NOT FOUND.  NOTE-- AT THE JUNCTION WITH HIGHWAY 2, NATIONAL FOREST
 RM0532'ROAD NUMBER 242 IS ALSO NAMED EAST LONG LAKE ROAD.  THE RAILROAD IS
 RM0532'GONE AND IS NOW A SNOWMOBILE TRAIL.  THE WITNESS POST WAS FOUND LYING
 RM0532'ON THE GROUND AT THE EDGE OF THE SNOWMOBILE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0464 ***********************************************************************
 RM0464  DESIGNATION -  K 211
 RM0464  PID         -  RM0464
 RM0464  STATE/COUNTY-  WI/IRON
 RM0464  USGS QUAD   -  PINE LAKE (1973)
 RM0464
 RM0464                         *CURRENT SURVEY CONTROL
 RM0464  ___________________________________________________________________
 RM0464* NAD 83(1986)-  46 21 20.     (N)    090 09 15.     (W)     SCALED    
 RM0464* NAVD 88     -       477.807  (meters)    1567.61   (feet)  ADJUSTED  
 RM0464  ___________________________________________________________________
 RM0464  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 RM0464  DYNAMIC HT  -         477.807 (meters)    1567.61  (feet)  COMP
 RM0464  MODELED GRAV-     980,598.8   (mgal)                       NAVD 88
 RM0464
 RM0464  VERT ORDER  -  FIRST     CLASS II
 RM0464
 RM0464.The horizontal coordinates were scaled from a topographic map and have
 RM0464.an estimated accuracy of +/- 6 seconds.
 RM0464
 RM0464.The orthometric height was determined by differential leveling
 RM0464.and adjusted by the National Geodetic Survey in June 1991..
 RM0464
 RM0464.The geoid height was determined by GEOID03.
 RM0464
 RM0464.The dynamic height is computed by dividing the NAVD 88
 RM0464.geopotential number by the normal gravity value computed on the
 RM0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0464.degrees latitude (g = 980.6199 gals.).
 RM0464
 RM0464.The modeled gravity was interpolated from observed gravity values.
 RM0464
 RM0464;                    North         East    Units  Estimated Accuracy
 RM0464;SPC WI N     -   132,150.      588,140.      MT  (+/- 180 meters Scaled)
 RM0464
 RM0464                          SUPERSEDED SURVEY CONTROL
 RM0464
 RM0464.No superseded survey control is available for this station.
 RM0464
 RM0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM189374(NAD 83)
 RM0464_MARKER: I = METAL ROD
 RM0464_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0464_SP_SET: STAINLESS STEEL ROD
 RM0464_STAMPING: K 211 1982
 RM0464_MARK LOGO: NGS   
 RM0464_PROJECTION: FLUSH
 RM0464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0464_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0464+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 RM0464_ROD/PIPE-DEPTH: 12.2 meters
 RM0464
 RM0464  HISTORY     - Date     Condition        Report By
 RM0464  HISTORY     - 1982     MONUMENTED       NGS
 RM0464  HISTORY     - 1990     GOOD             USPSQD
 RM0464  HISTORY     - 20021128 GOOD             USPSQD
 RM0464  HISTORY     - 20040312 GOOD             USPSQD
 RM0464  HISTORY     - 20050901 GOOD             WIDT
 RM0464
 RM0464                          STATION DESCRIPTION
 RM0464
 RM0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0464'11.5 KM (7.2 MI) SOUTH FROM HURLEY.
 RM0464'11.5 KM (7.2 MI) SOUTH ALONG U.S. HIGHWAY 51 FROM THE JUNCTION OF
 RM0464'STATE HIGHWAY 77 IN HURLEY, 28.9 METERS (95.0 FT) NORTHEAST OF PRIVATE
 RM0464'DRIVEWAY LEADING WEST, 14.6 METERS (48.0 FT) EAST OF THE CENTERLINE OF
 RM0464'THE HIGHWAY, 0.5 METER (1.8 FT) SOUTHWEST OF POWERLINE POLE NUMBER 114
 RM0464'AND 0.6 METER (2.1 FT) NORTHWEST OF A POWERLINE POLE.
 RM0464'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 RM0464'THE MARK IS 1.2 M BELOW HIGHWAY.
 RM0464
 RM0464                          STATION RECOVERY (1990)
 RM0464
 RM0464'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 RM0464'RECOVERED IN GOOD CONDITION.
 RM0464
 RM0464                          STATION RECOVERY (2002)
 RM0464
 RM0464'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 RM0464'RECOVERED IN GOOD CONDITION. THE PRIVATE DRIVEWAY LEADING WEST IS TO
 RM0464'OMA 10475N.  NOTE--ACCESS TO POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 RM0464
 RM0464                          STATION RECOVERY (2004)
 RM0464
 RM0464'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0464'RECOVERED IN GOOD CONDITION.
 RM0464
 RM0464                          STATION RECOVERY (2005)
 RM0464
 RM0464'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RM0464'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL1423 ***********************************************************************
 RL1423  DESIGNATION -  K 212
 RL1423  PID         -  RL1423
 RL1423  STATE/COUNTY-  WI/IRON
 RL1423  USGS QUAD   -  WINCHESTER (1981)
 RL1423
 RL1423                         *CURRENT SURVEY CONTROL
 RL1423  ___________________________________________________________________
 RL1423* NAD 83(1986)-  46 08 29.     (N)    089 57 05.     (W)     SCALED    
 RL1423* NAVD 88     -       487.913  (meters)    1600.76   (feet)  ADJUSTED  
 RL1423  ___________________________________________________________________
 RL1423  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 RL1423  DYNAMIC HT  -         487.909 (meters)    1600.75  (feet)  COMP
 RL1423  MODELED GRAV-     980,591.0   (mgal)                       NAVD 88
 RL1423
 RL1423  VERT ORDER  -  FIRST     CLASS II
 RL1423
 RL1423.The horizontal coordinates were scaled from a topographic map and have
 RL1423.an estimated accuracy of +/- 6 seconds.
 RL1423
 RL1423.The orthometric height was determined by differential leveling
 RL1423.and adjusted by the National Geodetic Survey in June 1991..
 RL1423
 RL1423.The geoid height was determined by GEOID03.
 RL1423
 RL1423.The dynamic height is computed by dividing the NAVD 88
 RL1423.geopotential number by the normal gravity value computed on the
 RL1423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1423.degrees latitude (g = 980.6199 gals.).
 RL1423
 RL1423.The modeled gravity was interpolated from observed gravity values.
 RL1423
 RL1423;                    North         East    Units  Estimated Accuracy
 RL1423;SPC WI N     -   108,340.      603,760.      MT  (+/- 180 meters Scaled)
 RL1423
 RL1423                          SUPERSEDED SURVEY CONTROL
 RL1423
 RL1423.No superseded survey control is available for this station.
 RL1423
 RL1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS720139(NAD 83)
 RL1423_MARKER: I = METAL ROD
 RL1423_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RL1423_SP_SET: STAINLESS STEEL ROD
 RL1423_STAMPING: K 212 1982
 RL1423_MARK LOGO: NGS   
 RL1423_PROJECTION: FLUSH
 RL1423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1423_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1423+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2005
 RL1423_ROD/PIPE-DEPTH: 14.6 meters
 RL1423
 RL1423  HISTORY     - Date     Condition        Report By
 RL1423  HISTORY     - 1982     MONUMENTED       NGS
 RL1423  HISTORY     - 20030426 GOOD             USPSQD
 RL1423  HISTORY     - 20040904 GOOD             USPSQD
 RL1423  HISTORY     - 20050913 GOOD             WIDT
 RL1423
 RL1423                          STATION DESCRIPTION
 RL1423
 RL1423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RL1423'10.6 KM (6.6 MI) SOUTH FROM MERCER.
 RL1423'10.6 KM (6.6 MI) SOUTH ALONG U.S. HIGHWAY 51 FROM THE JUNCTION OF
 RL1423'STATE ROUTE J LEADING EAST IN MERCER, TO THE INTERSECTION OF
 RL1423'MANITOWISH RIVER ACCESS ROAD, 13.1 METERS (43.0 FT) SOUTH OF THE
 RL1423'CENTERLINE OF THE HIGHWAY, 13.7 METERS (45.0 FT) WEST OF THE CENTER OF
 RL1423'THE ROAD, AND 0.6 METER (2.0 FT) SOUTH OF A POWERLINE POLE.
 RL1423'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 RL1423'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 RL1423
 RL1423                          STATION RECOVERY (2003)
 RL1423
 RL1423'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RL1423'RECOVERED IN GOOD CONDITION.  THE STATION IS AT THE INTERSECTION OF
 RL1423'THE NORTH END OF MANITOWISH RIVER ACCESS ROAD WITH HIGHWAY 51 IN IRON
 RL1423'COUNTY (NOT SOUTH END IN VILAS COUNTY). THE STATION IS 2 FEET SOUTH OF
 RL1423'THE POWERLINE POLE NUMBERED 2-78/05 AND 10 FEET NORTH OF THE SINGLE
 RL1423'GUY WIRE ANCHOR.
 RL1423
 RL1423                          STATION RECOVERY (2004)
 RL1423
 RL1423'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RL1423'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 0.4 MILE
 RL1423'SOUTH OF A WAYSIDE ENTRANCE.
 RL1423
 RL1423                          STATION RECOVERY (2005)
 RL1423
 RL1423'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1423'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0561 ***********************************************************************
 RM0561  DESIGNATION -  K 213
 RM0561  PID         -  RM0561
 RM0561  STATE/COUNTY-  WI/BAYFIELD
 RM0561  USGS QUAD   -  ASHLAND WEST (1975)
 RM0561
 RM0561                         *CURRENT SURVEY CONTROL
 RM0561  ___________________________________________________________________
 RM0561* NAD 83(1986)-  46 34 58.     (N)    090 54 19.     (W)     SCALED    
 RM0561* NAVD 88     -       193.060  (meters)     633.40   (feet)  ADJUSTED  
 RM0561  ___________________________________________________________________
 RM0561  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 RM0561  DYNAMIC HT  -         193.065 (meters)     633.41  (feet)  COMP
 RM0561  MODELED GRAV-     980,635.1   (mgal)                       NAVD 88
 RM0561
 RM0561  VERT ORDER  -  FIRST     CLASS II
 RM0561
 RM0561.The horizontal coordinates were scaled from a topographic map and have
 RM0561.an estimated accuracy of +/- 6 seconds.
 RM0561
 RM0561.The orthometric height was determined by differential leveling
 RM0561.and adjusted by the National Geodetic Survey in June 1991..
 RM0561
 RM0561.The geoid height was determined by GEOID03.
 RM0561
 RM0561.The dynamic height is computed by dividing the NAVD 88
 RM0561.geopotential number by the normal gravity value computed on the
 RM0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0561.degrees latitude (g = 980.6199 gals.).
 RM0561
 RM0561.The modeled gravity was interpolated from observed gravity values.
 RM0561
 RM0561;                    North         East    Units  Estimated Accuracy
 RM0561;SPC WI N     -   157,790.      530,620.      MT  (+/- 180 meters Scaled)
 RM0561
 RM0561                          SUPERSEDED SURVEY CONTROL
 RM0561
 RM0561.No superseded survey control is available for this station.
 RM0561
 RM0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM604609(NAD 83)
 RM0561_MARKER: I = METAL ROD
 RM0561_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0561_SP_SET: STAINLESS STEEL ROD
 RM0561_STAMPING: K 213 1982
 RM0561_MARK LOGO: NGS   
 RM0561_PROJECTION: FLUSH
 RM0561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0561_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0561+SATELLITE: SATELLITE OBSERVATIONS - December 21, 2003
 RM0561_ROD/PIPE-DEPTH: 10.9 meters
 RM0561
 RM0561  HISTORY     - Date     Condition        Report By
 RM0561  HISTORY     - 1982     MONUMENTED       NGS
 RM0561  HISTORY     - 20031221 GOOD             USPSQD
 RM0561
 RM0561                          STATION DESCRIPTION
 RM0561
 RM0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0561'1.8 KM (1.1 MI) WEST FROM ASHLAND.
 RM0561'1.8 KM (1.1 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE COURTHOUSE IN
 RM0561'ASHLAND, SET ON THE GROUNDS OF THE COCA COLA BOTTLING MIDWEST
 RM0561'INCORPORATED BUILDING, 26.8 METERS (88.0 FT) SOUTH-SOUTHWEST OF THE
 RM0561'CENTERLINE OF THE HIGHWAY, 20.6 METERS (67.6 FT) EAST-NORTHEAST OF THE
 RM0561'NORTHWEST CORNER OF THE BOTTLING PLANT, 20.3 METERS (66.3 FT) WEST
 RM0561'NORTHWEST OF THE NORTHEAST CORNER OF THE BOTTLING PLANT, 16.4 METERS
 RM0561'(54.0 FT) WEST-NORTHWEST OF THE MAIN ENTRANCE OF THE BOTTLING PLANT,
 RM0561'0.9 METER (3.2 FT) SOUTH OF THE SOUTH END OF THE COCA COLA BOTTLING
 RM0561'SIGN.
 RM0561'THE MARK IS 0.9 M ABOVE HIGHWAY.
 RM0561
 RM0561                          STATION RECOVERY (2003)
 RM0561
 RM0561'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0561'STATION RECOVERED IN GOOD CONDITION.  THE BUILDING APPEARS TO BE
 RM0561'UNOCCUPIED.  THE SIGN HAS BEEN REMOVED, BUT THE BRICK SIGN STRUCTURE
 RM0561'REMAINS BETWEEN THE BUILDING AND HIGHWAY 2.  THE BUILDING IS LOCATED
 RM0561'IN THE SOUTHEAST QUADRANT OF THE JUNCTION OF HIGHWAY 2 AND SANBORN
 RM0561'AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0475 ***********************************************************************
 QM0475  DESIGNATION -  K 214
 QM0475  PID         -  QM0475
 QM0475  STATE/COUNTY-  WI/ONEIDA
 QM0475  USGS QUAD   -  LAKE TOMAHAWK (1982)
 QM0475
 QM0475                         *CURRENT SURVEY CONTROL
 QM0475  ___________________________________________________________________
 QM0475* NAD 83(1986)-  45 45 54.     (N)    089 34 30.     (W)     SCALED    
 QM0475* NAVD 88     -       481.501  (meters)    1579.72   (feet)  ADJUSTED  
 QM0475  ___________________________________________________________________
 QM0475  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 QM0475  DYNAMIC HT  -         481.485 (meters)    1579.67  (feet)  COMP
 QM0475  MODELED GRAV-     980,565.6   (mgal)                       NAVD 88
 QM0475
 QM0475  VERT ORDER  -  FIRST     CLASS II
 QM0475
 QM0475.The horizontal coordinates were scaled from a topographic map and have
 QM0475.an estimated accuracy of +/- 6 seconds.
 QM0475
 QM0475.The orthometric height was determined by differential leveling
 QM0475.and adjusted by the National Geodetic Survey in June 1991..
 QM0475
 QM0475.The geoid height was determined by GEOID03.
 QM0475
 QM0475.The dynamic height is computed by dividing the NAVD 88
 QM0475.geopotential number by the normal gravity value computed on the
 QM0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0475.degrees latitude (g = 980.6199 gals.).
 QM0475
 QM0475.The modeled gravity was interpolated from observed gravity values.
 QM0475
 QM0475;                    North         East    Units  Estimated Accuracy
 QM0475;SPC WI N     -    66,590.      633,060.      MT  (+/- 180 meters Scaled)
 QM0475
 QM0475                          SUPERSEDED SURVEY CONTROL
 QM0475
 QM0475.No superseded survey control is available for this station.
 QM0475
 QM0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR997711(NAD 83)
 QM0475_MARKER: I = METAL ROD
 QM0475_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QM0475_SP_SET: STAINLESS STEEL ROD
 QM0475_STAMPING: K 214 1982
 QM0475_MARK LOGO: NGS   
 QM0475_PROJECTION: FLUSH
 QM0475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0475_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0475+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2005
 QM0475_ROD/PIPE-DEPTH: 14.6 meters
 QM0475
 QM0475  HISTORY     - Date     Condition        Report By
 QM0475  HISTORY     - 1982     MONUMENTED       NGS
 QM0475  HISTORY     - 20030711 GOOD             USPSQD
 QM0475  HISTORY     - 20050922 GOOD             WIDT
 QM0475
 QM0475                          STATION DESCRIPTION
 QM0475
 QM0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QM0475'5.9 KM (3.65 MI) SE FROM LAKE TOMAHAWK.
 QM0475'5.9 KM (3.65 MI) SOUTHEAST ALONG STATE HIGHWAY 47 FROM THE JUNCTION OF
 QM0475'COUNTY ROAD D EAST IN LAKE TOMAHAWK, SET AT A PRIVATE HOME OWNED BY
 QM0475'THE MATZSS, 42.9 METERS (141.0 FT) EAST OF THE CENTERLINE OF THE
 QM0475'HIGHWAY, 22.5 METERS (74.0 FT) NORTHWEST OF THE NORTHWEST CORNER OF A
 QM0475'HOUSE, AND 4.5 METERS (15.0 FT) SOUTH OF THE CENTER OF A DRIVEWAY.
 QM0475'THE MARK IS ABOVE LEVEL WITH DRIVEWAY.
 QM0475
 QM0475                          STATION RECOVERY (2003)
 QM0475
 QM0475'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 QM0475'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS AT THE DRIVEWAY TO
 QM0475'6108 HWY 47 WHICH IS NORTH OF THE NORTH END OF A GALVANIZED METAL
 QM0475'GUARD RAIL, 5 FEET SOUTHEAST OF THE SIGN -MATZ LANE-, 14 FEET
 QM0475'SOUTHEAST OF A 2 FOOT X 2 FOOT CONCRETE PAD.
 QM0475
 QM0475                          STATION RECOVERY (2005)
 QM0475
 QM0475'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0475'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0749 ***********************************************************************
 PN0749  DESIGNATION -  K 218
 PN0749  PID         -  PN0749
 PN0749  STATE/COUNTY-  WI/WAUPACA
 PN0749  USGS QUAD   -  MANAWA (1982)
 PN0749
 PN0749                         *CURRENT SURVEY CONTROL
 PN0749  ___________________________________________________________________
 PN0749* NAD 83(1986)-  44 23 17.     (N)    088 56 52.     (W)     SCALED    
 PN0749* NAVD 88     -       246.629  (meters)     809.15   (feet)  ADJUSTED  
 PN0749  ___________________________________________________________________
 PN0749  GEOID HEIGHT-         -36.38  (meters)                     GEOID03
 PN0749  DYNAMIC HT  -         246.588 (meters)     809.01  (feet)  COMP
 PN0749  MODELED GRAV-     980,443.7   (mgal)                       NAVD 88
 PN0749
 PN0749  VERT ORDER  -  FIRST     CLASS II
 PN0749
 PN0749.The horizontal coordinates were scaled from a topographic map and have
 PN0749.an estimated accuracy of +/- 6 seconds.
 PN0749
 PN0749.The orthometric height was determined by differential leveling
 PN0749.and adjusted by the National Geodetic Survey in June 1991..
 PN0749
 PN0749.The geoid height was determined by GEOID03.
 PN0749
 PN0749.The dynamic height is computed by dividing the NAVD 88
 PN0749.geopotential number by the normal gravity value computed on the
 PN0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0749.degrees latitude (g = 980.6199 gals.).
 PN0749
 PN0749.The modeled gravity was interpolated from observed gravity values.
 PN0749
 PN0749;                    North         East    Units  Estimated Accuracy
 PN0749;SPC WI C     -    62,180.      683,840.      MT  (+/- 180 meters Scaled)
 PN0749
 PN0749                          SUPERSEDED SURVEY CONTROL
 PN0749
 PN0749.No superseded survey control is available for this station.
 PN0749
 PN0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ448168(NAD 83)
 PN0749_MARKER: I = METAL ROD
 PN0749_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0749_SP_SET: STAINLESS STEEL ROD
 PN0749_STAMPING: K 218 1985
 PN0749_MARK LOGO: NGS   
 PN0749_PROJECTION: RECESSED 1 CENTIMETERS
 PN0749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0749_ROD/PIPE-DEPTH: 9.2  meters
 PN0749
 PN0749  HISTORY     - Date     Condition        Report By
 PN0749  HISTORY     - 1985     MONUMENTED       NGS
 PN0749  HISTORY     - 20021223 MARK NOT FOUND   USPSQD
 PN0749  HISTORY     - 20040328 MARK NOT FOUND   USPSQD
 PN0749
 PN0749                          STATION DESCRIPTION
 PN0749
 PN0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0749'13.0 KM (8.1 MI) EAST FROM WAUPACA.
 PN0749'13.0 KM (8.1 MI) EASTERLY ALONG STATE HIGHWAY 54 FROM THE POST OFFICE
 PN0749'IN WAUPACA, 1.9 KM (1.2 MI) SOUTHWEST OF THE INTERSECTION OF STATE
 PN0749'HIGHWAYS 22 AND 110, 15.7 M (51.5 FT) WEST OF THE CENTERLINE OF THE
 PN0749'HIGHWAY, 11.6 M (38.1 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK
 PN0749'HOUSE, 9.3 M (30.5 FT) NORTH OF THE CENTER OF BIG LAKE ROAD, AND 0.8 M
 PN0749'(2.6 FT) SOUTH OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 PN0749'THROUGH A 5-INCH LOGO CAP.
 PN0749'THE MARK IS 0.8 METERS  S FROM  A WITNESS POST
 PN0749'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 PN0749
 PN0749                          STATION RECOVERY (2002)
 PN0749
 PN0749'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0749'NOT FOUND.  THE BRICK HOUSE DESCRIBED IN 1985 BURNED DOWN IN 2000.
 PN0749'RUINS ARE STILL PRESENT.  THERE IS NO UTILITY POLE OF THE SIDE OF THE
 PN0749'ROAD AS DESCRIBED AND NO WITNESS POST.
 PN0749
 PN0749                          STATION RECOVERY (2004)
 PN0749
 PN0749'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN0749'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0722 ***********************************************************************
 PN0722  DESIGNATION -  K 219
 PN0722  PID         -  PN0722
 PN0722  STATE/COUNTY-  WI/OUTAGAMIE
 PN0722  USGS QUAD   -  SEYMOUR (1992)
 PN0722
 PN0722                         *CURRENT SURVEY CONTROL
 PN0722  ___________________________________________________________________
 PN0722* NAD 83(1986)-  44 30 07.     (N)    088 19 49.     (W)     SCALED    
 PN0722* NAVD 88     -       257.823  (meters)     845.87   (feet)  ADJUSTED  
 PN0722  ___________________________________________________________________
 PN0722  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PN0722  DYNAMIC HT  -         257.787 (meters)     845.76  (feet)  COMP
 PN0722  MODELED GRAV-     980,471.7   (mgal)                       NAVD 88
 PN0722
 PN0722  VERT ORDER  -  FIRST     CLASS II
 PN0722
 PN0722.The horizontal coordinates were scaled from a topographic map and have
 PN0722.an estimated accuracy of +/- 6 seconds.
 PN0722
 PN0722.The orthometric height was determined by differential leveling
 PN0722.and adjusted by the National Geodetic Survey in June 1991..
 PN0722
 PN0722.The geoid height was determined by GEOID03.
 PN0722
 PN0722.The dynamic height is computed by dividing the NAVD 88
 PN0722.geopotential number by the normal gravity value computed on the
 PN0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0722.degrees latitude (g = 980.6199 gals.).
 PN0722
 PN0722.The modeled gravity was interpolated from observed gravity values.
 PN0722
 PN0722;                    North         East    Units  Estimated Accuracy
 PN0722;SPC WI C     -    75,660.      732,770.      MT  (+/- 180 meters Scaled)
 PN0722
 PN0722                          SUPERSEDED SURVEY CONTROL
 PN0722
 PN0722.No superseded survey control is available for this station.
 PN0722
 PN0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ942284(NAD 83)
 PN0722_MARKER: I = METAL ROD
 PN0722_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PN0722+WITH SETTING: INFORMATION.
 PN0722_SP_SET: SHALLOW-SET METAL ROD
 PN0722_STAMPING: K 219 1985
 PN0722_MARK LOGO: NGS   
 PN0722_PROJECTION: RECESSED 1 CENTIMETERS
 PN0722_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0722_ROD/PIPE-DEPTH: 1.2  meters
 PN0722
 PN0722  HISTORY     - Date     Condition        Report By
 PN0722  HISTORY     - 1985     MONUMENTED       NGS
 PN0722  HISTORY     - 20021124 MARK NOT FOUND   USPSQD
 PN0722  HISTORY     - 20021223 MARK NOT FOUND   USPSQD
 PN0722  HISTORY     - 20040328 MARK NOT FOUND   USPSQD
 PN0722
 PN0722                          STATION DESCRIPTION
 PN0722
 PN0722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0722'IN SEYMORE.
 PN0722'IN SEYMORE, AT THE INTERSECTION OF STATE HIGHWAY 55 AND POPE STREET,
 PN0722'76.2 M (250.0 FT) NORTH OF THE CENTER OF THE STREET, 10.8 M (35.4 FT)
 PN0722'EAST OF THE CENTERLINE OF THE HIGHWAY, 8.6 M (28.2 FT) WEST OF THE
 PN0722'NORTHWEST CORNER OF THE SAINT JOHN BAPTIST SCHOOL BUILDING, AND 6.2 M
 PN0722'(20.3 FT) SOUTHEAST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS
 PN0722'HAD THROUGH A 5-INCH LOGO CAP.
 PN0722'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 PN0722
 PN0722                          STATION RECOVERY (2002)
 PN0722
 PN0722'RECOVERY NOTE BY US POWER SQUADRON 2002
 PN0722'USING DIRECTIONS GIVEN WOULD PUT THE LOGO CAP UNDER BLACKTOPPED SCHOOL
 PN0722'DRIVEWAY. SIDEWALK AND STREET WERE WIDENED.
 PN0722
 PN0722                          STATION RECOVERY (2002)
 PN0722
 PN0722'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0722'NOT FOUND. THE AREA HAS BEEN RE-LANDSCAPED.  STATION MAY BE UNDER
 PN0722'GROUND LEVEL.
 PN0722
 PN0722                          STATION RECOVERY (2004)
 PN0722
 PN0722'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN0722'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0331 ***********************************************************************
 PN0331  DESIGNATION -  K 22
 PN0331  PID         -  PN0331
 PN0331  STATE/COUNTY-  WI/SHAWANO
 PN0331  USGS QUAD   -  SHAWANO (1982)
 PN0331
 PN0331                         *CURRENT SURVEY CONTROL
 PN0331  ___________________________________________________________________
 PN0331* NAD 83(1986)-  44 46 37.     (N)    088 35 37.     (W)     SCALED    
 PN0331* NAVD 88     -       249.746  (meters)     819.38   (feet)  ADJUSTED  
 PN0331  ___________________________________________________________________
 PN0331  GEOID HEIGHT-         -36.09  (meters)                     GEOID03
 PN0331  DYNAMIC HT  -         249.714 (meters)     819.27  (feet)  COMP
 PN0331  MODELED GRAV-     980,484.2   (mgal)                       NAVD 88
 PN0331
 PN0331  VERT ORDER  -  SECOND    CLASS 0
 PN0331
 PN0331.The horizontal coordinates were scaled from a topographic map and have
 PN0331.an estimated accuracy of +/- 6 seconds.
 PN0331
 PN0331.The orthometric height was determined by differential leveling
 PN0331.and adjusted by the National Geodetic Survey in June 1991..
 PN0331
 PN0331.The geoid height was determined by GEOID03.
 PN0331
 PN0331.The dynamic height is computed by dividing the NAVD 88
 PN0331.geopotential number by the normal gravity value computed on the
 PN0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0331.degrees latitude (g = 980.6199 gals.).
 PN0331
 PN0331.The modeled gravity was interpolated from observed gravity values.
 PN0331
 PN0331;                    North         East    Units  Estimated Accuracy
 PN0331;SPC WI C     -   105,820.      711,310.      MT  (+/- 180 meters Scaled)
 PN0331
 PN0331                          SUPERSEDED SURVEY CONTROL
 PN0331
 PN0331  NGVD 29 (??/??/92)  249.772  (m)          819.46   (f) ADJ UNCH    2 0
 PN0331
 PN0331.Superseded values are not recommended for survey control.
 PN0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0331.See file dsdata.txt to determine how the superseded data were derived.
 PN0331
 PN0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ739594(NAD 83)
 PN0331_MARKER: DB = BENCH MARK DISK
 PN0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0331+STABILITY: SURFACE MOTION
 PN0331
 PN0331  HISTORY     - Date     Condition        Report By
 PN0331  HISTORY     - UNK      MONUMENTED       CGS
 PN0331  HISTORY     - 1934     GOOD             NGS
 PN0331  HISTORY     - 1946     GOOD             NGS
 PN0331  HISTORY     - 1979     MARK NOT FOUND   USGS
 PN0331  HISTORY     - 20050712 MARK NOT FOUND   WIDT
 PN0331
 PN0331                          STATION DESCRIPTION
 PN0331
 PN0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PN0331'IN SHAWANO.
 PN0331'ALONG CHICAGO AND NORTH-WESTERN RY., IN NE. QUADRANT AT SOO LINE
 PN0331'CROSSING, 0.75 MILE E. OF SHAWANO STATION (C. AND N.W. RY.).
 PN0331'MARK IS 16 YDS. N. OF CENTERLINE OF C. AND N.W. RY. MAIN TRACK
 PN0331'AND 9 YDS. E. OF CENTERLINE OF SOO LINE MAIN TRACK, 18 YDS. E.
 PN0331'OF MP 37 AND 2 YDS. S. OF TELEGRAPH POLE.
 PN0331
 PN0331                          STATION RECOVERY (1946)
 PN0331
 PN0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 PN0331'RECOVERED IN GOOD CONDITION.
 PN0331
 PN0331                          STATION RECOVERY (1979)
 PN0331
 PN0331'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PN0331'MARK NOT FOUND.
 PN0331
 PN0331                          STATION RECOVERY (2005)
 PN0331
 PN0331'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0331'NOT FOUND.  ADD--RECOVERED REMAINS OF CUT OFF TELEGRAPH POLE, BUT NO
 PN0331'EVIDENCE OF MONUMENT WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0776 ***********************************************************************
 PN0776  DESIGNATION -  K 220
 PN0776  PID         -  PN0776
 PN0776  STATE/COUNTY-  WI/PORTAGE
 PN0776  USGS QUAD   -  WHITING (1976)
 PN0776
 PN0776                         *CURRENT SURVEY CONTROL
 PN0776  ___________________________________________________________________
 PN0776* NAD 83(1986)-  44 25 04.     (N)    089 30 02.     (W)     SCALED    
 PN0776* NAVD 88     -       333.400  (meters)    1093.83   (feet)  ADJUSTED  
 PN0776  ___________________________________________________________________
 PN0776  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 PN0776  DYNAMIC HT  -         333.339 (meters)    1093.63  (feet)  COMP
 PN0776  MODELED GRAV-     980,426.6   (mgal)                       NAVD 88
 PN0776
 PN0776  VERT ORDER  -  FIRST     CLASS II
 PN0776
 PN0776.The horizontal coordinates were scaled from a topographic map and have
 PN0776.an estimated accuracy of +/- 6 seconds.
 PN0776
 PN0776.The orthometric height was determined by differential leveling
 PN0776.and adjusted by the National Geodetic Survey in June 1991..
 PN0776
 PN0776.The geoid height was determined by GEOID03.
 PN0776
 PN0776.The dynamic height is computed by dividing the NAVD 88
 PN0776.geopotential number by the normal gravity value computed on the
 PN0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0776.degrees latitude (g = 980.6199 gals.).
 PN0776
 PN0776.The modeled gravity was interpolated from observed gravity values.
 PN0776
 PN0776;                    North         East    Units  Estimated Accuracy
 PN0776;SPC WI C     -    65,070.      639,780.      MT  (+/- 180 meters Scaled)
 PN0776
 PN0776                          SUPERSEDED SURVEY CONTROL
 PN0776
 PN0776.No superseded survey control is available for this station.
 PN0776
 PN0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ009213(NAD 83)
 PN0776_MARKER: F = FLANGE-ENCASED ROD
 PN0776_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0776_SP_SET: STAINLESS STEEL ROD
 PN0776_STAMPING: K 220 1985
 PN0776_MARK LOGO: NGS   
 PN0776_PROJECTION: FLUSH
 PN0776_MAGNETIC: I = MARKER IS A STEEL ROD
 PN0776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0776_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0776+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2004
 PN0776_ROD/PIPE-DEPTH: 14.6 meters
 PN0776
 PN0776  HISTORY     - Date     Condition        Report By
 PN0776  HISTORY     - 1985     MONUMENTED       NGS
 PN0776  HISTORY     - 20021207 GOOD             USPSQD
 PN0776  HISTORY     - 20030213 GOOD             WIDT
 PN0776  HISTORY     - 20040330 GOOD             USPSQD
 PN0776
 PN0776                          STATION DESCRIPTION
 PN0776
 PN0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0776'28.9 KM (17.95 MI) EAST FROM WISCONSIN RAPIDS.
 PN0776'28.9 KM (17.95 MI) EASTERLY ALONG STATE HIGHWAY 54 FROM ITS JUNCTION
 PN0776'WITH NORTH EIGHTH STREET IN WINCONSIN RAPIDS, 37.2 M (122.0 FT)
 PN0776'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 10.2 M (33.5 FT)
 PN0776'SOUTHEAST OF THE CENTER OF ISHERWOOD ROAD.  NOTE--ACCESS TO DATUM
 PN0776'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PN0776'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 PN0776'THE MARK IS 0.6 M BELOW THE ROAD.
 PN0776
 PN0776                          STATION RECOVERY (2002)
 PN0776
 PN0776'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0776'RECOVERED IN GOOD CONDITION.  TREES TO THE SOUTHEAST MAY RESTRICT
 PN0776'SATELLITE OBSERVATION.
 PN0776
 PN0776                          STATION RECOVERY (2003)
 PN0776
 PN0776'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (TSS)
 PN0776'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 PN0776'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 39 AND US HIGHWAY 51
 PN0776'WITH STATE HIGHWAY 54 IN THE VILLAGE OF PLOVER, GO SOUTHEAST ON STATE
 PN0776'HIGHWAY 54 FOR 0.52 MI (0.84 KM) TO PRAIRIE DRIVE, CONTINUE SOUTHEAST
 PN0776'ON STATE HIGHWAY 54 FOR 0.7 MI (1.13 KM) TO THE ISHERWOOD ROAD ON THE
 PN0776'RIGHT AND THE STATION ON THE RIGHT.   THE STATION IS A STAINLESS STEEL
 PN0776'ROD WITH A SLEEVE HOUSED IN A NATIONAL GEODETIC SURVEY LOGO CAP DISK
 PN0776'ABOUT 1 M (3.3 FT) BELOW THE ROAD PAVEMENT.  THE STATION IS 10.2 M
 PN0776'(33.5 FT) SOUTHEAST OF THE CENTERLINE OF ISHERWOOD ROAD, 37.2 M (122.0
 PN0776'FT) SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 54, 1.3 M (4.3 FT)
 PN0776'EAST OF A OAK TREE, AND 0.3 M (1.0 FT) NORTHWEST OF AN ORANGE PLASTIC
 PN0776'WITNESS POST.   ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 PN0776'OBSERVATIONS DUE TO TWO QUADRANTS BEING BLOCKED ABOVE 25 DEGREES ABOVE
 PN0776'THE HORIZON.
 PN0776
 PN0776                          STATION RECOVERY (2004)
 PN0776
 PN0776'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN0776'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0503 ***********************************************************************
 QM0503  DESIGNATION -  K 221
 QM0503  PID         -  QM0503
 QM0503  STATE/COUNTY-  WI/LINCOLN
 QM0503  USGS QUAD   -  HEAFFORD JUNCTION (1982)
 QM0503
 QM0503                         *CURRENT SURVEY CONTROL
 QM0503  ___________________________________________________________________
 QM0503* NAD 83(1986)-  45 32 24.     (N)    089 41 36.     (W)     SCALED    
 QM0503* NAVD 88     -       451.945  (meters)    1482.76   (feet)  ADJUSTED  
 QM0503  ___________________________________________________________________
 QM0503  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 QM0503  DYNAMIC HT  -         451.923 (meters)    1482.68  (feet)  COMP
 QM0503  MODELED GRAV-     980,551.6   (mgal)                       NAVD 88
 QM0503
 QM0503  VERT ORDER  -  FIRST     CLASS II
 QM0503
 QM0503.The horizontal coordinates were scaled from a topographic map and have
 QM0503.an estimated accuracy of +/- 6 seconds.
 QM0503
 QM0503.The orthometric height was determined by differential leveling
 QM0503.and adjusted by the National Geodetic Survey in June 1991..
 QM0503
 QM0503.The geoid height was determined by GEOID03.
 QM0503
 QM0503.The dynamic height is computed by dividing the NAVD 88
 QM0503.geopotential number by the normal gravity value computed on the
 QM0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0503.degrees latitude (g = 980.6199 gals.).
 QM0503
 QM0503.The modeled gravity was interpolated from observed gravity values.
 QM0503
 QM0503;                    North         East    Units  Estimated Accuracy
 QM0503;SPC WI C     -   189,700.      623,950.      MT  (+/- 180 meters Scaled)
 QM0503
 QM0503                          SUPERSEDED SURVEY CONTROL
 QM0503
 QM0503.No superseded survey control is available for this station.
 QM0503
 QM0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR897464(NAD 83)
 QM0503_MARKER: I = METAL ROD
 QM0503_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QM0503_SP_SET: STAINLESS STEEL ROD
 QM0503_STAMPING: K 221 1985
 QM0503_MARK LOGO: NGS   
 QM0503_PROJECTION: FLUSH
 QM0503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0503_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0503+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2005
 QM0503_ROD/PIPE-DEPTH: 21.9 meters
 QM0503
 QM0503  HISTORY     - Date     Condition        Report By
 QM0503  HISTORY     - 1985     MONUMENTED       NGS
 QM0503  HISTORY     - 20030116 GOOD             USPSQD
 QM0503  HISTORY     - 20040326 GOOD             USPSQD
 QM0503  HISTORY     - 20050818 GOOD             WIDT
 QM0503
 QM0503                          STATION DESCRIPTION
 QM0503
 QM0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QM0503'26.5 KM (16.45 MI) WEST FROM RHINELANDER.
 QM0503'26.5 KM (16.45 MI) WESTERLY ALONG U.S. HIGHWAY 8 FROM ITS JUNCTION
 QM0503'WITH STATE HIGHWAY 17 IN RHINELANDER, 59.0 M (193.6 FT) NORTH OF THE
 QM0503'CENTERLINE OF THE HIGHWAY, 12.0 M (39.4 FT) NORTH OF THE CENTER OF A
 QM0503'PAVED ROAD, 5.7 M (18.7 FT) EAST OF THE SOUTHEAST CORNER OF A SMALL
 QM0503'HOUSE, 5.5 M (18.0 FT) WEST OF THE CENTER OF WURL ROAD, AND 1.7 M
 QM0503'(5.6 FT) SOUTH-SOUTHWEST OF UTILITY POLE NUMBER 3506-2R41 WITH A GUY
 QM0503'WIRE AND TRANSFORMER. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 QM0503'5-INCH LOGO CAP.
 QM0503'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 QM0503'THE MARK IS 0.6 M ABOVE THE ROAD.
 QM0503
 QM0503                          STATION RECOVERY (2003)
 QM0503
 QM0503'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 QM0503'RECOVERED IN GOOD CONDITION.  NOTE-- THE SMALL HOUSE IS ABANDONED AND
 QM0503'DETERIORATING.  TREES TO THE WEST AND EAST RESTRICT THE HORIZON ABOVE
 QM0503'15 DEGREES.
 QM0503
 QM0503                          STATION RECOVERY (2004)
 QM0503
 QM0503'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0503'RECOVERED IN GOOD CONDITION.
 QM0503
 QM0503                          STATION RECOVERY (2005)
 QM0503
 QM0503'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0503'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0824 ***********************************************************************
 PN0824  DESIGNATION -  K 222
 PN0824  PID         -  PN0824
 PN0824  STATE/COUNTY-  WI/OCONTO
 PN0824  USGS QUAD   -  PULASKI (1974)
 PN0824
 PN0824                         *CURRENT SURVEY CONTROL
 PN0824  ___________________________________________________________________
 PN0824* NAD 83(1986)-  44 40 56.     (N)    088 14 32.     (W)     SCALED    
 PN0824* NAVD 88     -       244.514  (meters)     802.21   (feet)  ADJUSTED  
 PN0824  ___________________________________________________________________
 PN0824  GEOID HEIGHT-         -36.16  (meters)                     GEOID03
 PN0824  DYNAMIC HT  -         244.485 (meters)     802.11  (feet)  COMP
 PN0824  MODELED GRAV-     980,494.4   (mgal)                       NAVD 88
 PN0824
 PN0824  VERT ORDER  -  FIRST     CLASS II
 PN0824
 PN0824.The horizontal coordinates were scaled from a topographic map and have
 PN0824.an estimated accuracy of +/- 6 seconds.
 PN0824
 PN0824.The orthometric height was determined by differential leveling
 PN0824.and adjusted by the National Geodetic Survey in June 1991..
 PN0824
 PN0824.The geoid height was determined by GEOID03.
 PN0824
 PN0824.The dynamic height is computed by dividing the NAVD 88
 PN0824.geopotential number by the normal gravity value computed on the
 PN0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0824.degrees latitude (g = 980.6199 gals.).
 PN0824
 PN0824.The modeled gravity was interpolated from observed gravity values.
 PN0824
 PN0824;                    North         East    Units  Estimated Accuracy
 PN0824;SPC WI C     -    95,840.      739,340.      MT  (+/- 180 meters Scaled)
 PN0824
 PN0824                          SUPERSEDED SURVEY CONTROL
 PN0824
 PN0824.No superseded survey control is available for this station.
 PN0824
 PN0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ015484(NAD 83)
 PN0824_MARKER: I = METAL ROD
 PN0824_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PN0824_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 PN0824_STAMPING: K 222 1985
 PN0824_MARK LOGO: NGS   
 PN0824_PROJECTION: FLUSH
 PN0824_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PN0824+STABILITY: POSITION/ELEVATION WELL
 PN0824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0824+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2005
 PN0824_ROD/PIPE-DEPTH: 13.8 meters
 PN0824_SLEEVE-DEPTH  : 6.1 meters
 PN0824
 PN0824  HISTORY     - Date     Condition        Report By
 PN0824  HISTORY     - 1985     MONUMENTED       NGS
 PN0824  HISTORY     - 19991112 GOOD             USPSQD
 PN0824  HISTORY     - 20050714 GOOD             WIDT
 PN0824
 PN0824                          STATION DESCRIPTION
 PN0824
 PN0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0824'24.1 KM (15.0 MI) NW FROM GREEN BAY.
 PN0824'24.1 KM (15.0 MI) NORTHWESTERLY ALONG STATE HIGHWAY 32 FROM ITS
 PN0824'JUNCTION WITH U.S. HIGHWAY 41 IN GREEN BAY, 1.1 KM (0.7 MI) NORTH OF
 PN0824'THE INTERSECTION OF COUNTY ROAD 160 IN POLASKI, 20.8 M (68.2 FT) EAST
 PN0824'OF THE CENTERLINE OF THE HIGHWAY, 13.3 M (43.6 FT) NORTHEAST OF THE
 PN0824'NEAR RAIL OF THE CHICAGO AND NORTHWESTERN RAILROAD, 10.3 M (33.8 FT)
 PN0824'SOUTH-SOUTHEAST OF A UTILITY POLE WITH A TRANSFORMER, AND 4.3 M (14.1
 PN0824'FT SOUTHWEST OF THE CENTER OF A TRACK ROAD.  NOTE--ACCESS TO DATUM
 PN0824'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PN0824'THE MARK IS 0.8 METERS  SW FROM  A WITHESS POST AND FENCE
 PN0824'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 PN0824
 PN0824                          STATION RECOVERY (1999)
 PN0824
 PN0824'RECOVERY NOTE BY US POWER SQUADRON 1999
 PN0824'RECOVERED IN GOOD CONDITION.
 PN0824
 PN0824                          STATION RECOVERY (2005)
 PN0824
 PN0824'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0824'RECOVERED IN GOOD CONDITION.  ADD THE STATION IS 20.7 M EAST OF THE
 PN0824'CENTERLINE OF STATE HIGHWAY 32, 4.3 M SOUTHWEST OF THE CENTERLINE OF A
 PN0824'GRAVEL DRIVEWAY, 1.0 M SOUTHEAST OF A TOWN OF CHASE FIRE NUMBER SIGN
 PN0824'-380-, AND 0.5 M SOUTHEAST OF AN ORANGE FIBERGLASS WITNESS POST.
 PN0824' NOTE- THE PREVIOUSLY DESCRIBED POWER POLE HAS BEEN REMOVED ALONG WITH
 PN0824'THE RAILROAD TRACKS, THE OLD RAIL BED IS NOW THE MOUNTAIN BAY STATE
 PN0824'RECREATIONAL TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0773 ***********************************************************************
 PN0773  DESIGNATION -  K 223
 PN0773  PID         -  PN0773
 PN0773  STATE/COUNTY-  WI/PORTAGE
 PN0773  USGS QUAD   -  ARNOTT (1969)
 PN0773
 PN0773                         *CURRENT SURVEY CONTROL
 PN0773  ___________________________________________________________________
 PN0773* NAD 83(1986)-  44 23 11.     (N)    089 25 58.     (W)     SCALED    
 PN0773* NAVD 88     -       348.024  (meters)    1141.81   (feet)  ADJUSTED  
 PN0773  ___________________________________________________________________
 PN0773  GEOID HEIGHT-         -35.94  (meters)                     GEOID03
 PN0773  DYNAMIC HT  -         347.955 (meters)    1141.58  (feet)  COMP
 PN0773  MODELED GRAV-     980,410.8   (mgal)                       NAVD 88
 PN0773
 PN0773  VERT ORDER  -  FIRST     CLASS II
 PN0773
 PN0773.The horizontal coordinates were scaled from a topographic map and have
 PN0773.an estimated accuracy of +/- 6 seconds.
 PN0773
 PN0773.The orthometric height was determined by differential leveling
 PN0773.and adjusted by the National Geodetic Survey in June 1991..
 PN0773
 PN0773.The geoid height was determined by GEOID03.
 PN0773
 PN0773.The dynamic height is computed by dividing the NAVD 88
 PN0773.geopotential number by the normal gravity value computed on the
 PN0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0773.degrees latitude (g = 980.6199 gals.).
 PN0773
 PN0773.The modeled gravity was interpolated from observed gravity values.
 PN0773
 PN0773;                    North         East    Units  Estimated Accuracy
 PN0773;SPC WI C     -    61,610.      645,200.      MT  (+/- 180 meters Scaled)
 PN0773
 PN0773                          SUPERSEDED SURVEY CONTROL
 PN0773
 PN0773.No superseded survey control is available for this station.
 PN0773
 PN0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ062176(NAD 83)
 PN0773_MARKER: F = FLANGE-ENCASED ROD
 PN0773_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PN0773_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 PN0773_STAMPING: K 223 1985
 PN0773_MARK LOGO: NONE  
 PN0773_PROJECTION: FLUSH
 PN0773_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN0773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0773_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0773+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2004
 PN0773_ROD/PIPE-DEPTH: 23.2 meters
 PN0773_SLEEVE-DEPTH  : 6.1 meters
 PN0773
 PN0773  HISTORY     - Date     Condition        Report By
 PN0773  HISTORY     - 1985     MONUMENTED       NGS
 PN0773  HISTORY     - 20001021 GOOD             USPSQD
 PN0773  HISTORY     - 2004     GOOD             WIDT
 PN0773  HISTORY     - 20040330 GOOD             USPSQD
 PN0773
 PN0773                          STATION DESCRIPTION
 PN0773
 PN0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0773'29.1 KM (18.1 MI) WEST FROM WAUPACA.
 PN0773'29.1 KM (18.1 MI) WESTERLY ALONG STATE HIGHWAY 54 FROM THE POST OFFICE
 PN0773'IN WAUPACA, 0.1 KM (0.05 MI) EAST OF THE INTERSECTION OF COUNTY ROAD
 PN0773'J, 34.0 M (111.5 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 7.5 M
 PN0773'(24.6 FT) WEST OF UTILITY POLE NUMBER 2209 17R19, AND 7.3 M (24.0 FT)
 PN0773'EAST OF A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 PN0773'5-INCH LOGO CAP.
 PN0773'THE MARK IS 1.3 METERS  N FROM  A WITNESS POST AND FENCE
 PN0773'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 PN0773
 PN0773                          STATION RECOVERY (2000)
 PN0773
 PN0773'RECOVERY NOTE BY US POWER SQUADRON 2000 (DS)
 PN0773'THERE ARE TWO INTERSECTIONS OF CO. J AND HWY 54. DIRECTIONS ARE FROM
 PN0773'EAST INTERSECTION.
 PN0773
 PN0773                          STATION RECOVERY (2004)
 PN0773
 PN0773'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 PN0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 29.1 KM (18.1 MI) WEST FROM
 PN0773'WAUPACA. 29.1 KM (18.1 MI) WESTERLY ALONG STATE HIGHWAY 54 FROM THE
 PN0773'POST OFFICE IN WAUPACA, 0.1 KM (0.05 MI) EAST OF THE INTERSECTION OF
 PN0773'COUNTY ROAD J, 34.0 M (111.5 FT) SOUTH OF THE CENTERLINE OF THE
 PN0773'HIGHWAY, 7.5 M (24.6 FT) WEST OF UTILITY POLE NUMBER 2209 17R19, AND
 PN0773'7.3 M (24.0 FT) EAST OF A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT
 PN0773'IS HAD THROUGH A 5-INCH (13 CM) LOGO CAP. THE MARK IS 1.3 M (4.3 FT)
 PN0773'NORTH FROM A WITNESS POST AND FENCE THE MARK IS 1.5 M (4.9 FT) BELOW
 PN0773'THE HIGHWAY.
 PN0773' 
 PN0773'RECOVERY NOTE BY US POWER SQUADRON 2000 (DS) THERE ARE TWO
 PN0773'INTERSECTIONS OF CO.  J AND HWY 54.  DIRECTIONS ARE FROM EAST
 PN0773'INTERSECTION.
 PN0773' 
 PN0773'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB) RECOVERED IN GOOD
 PN0773'CONDITION.
 PN0773' 
 PN0773'RECOVERED AS DESCRIBED.
 PN0773
 PN0773                          STATION RECOVERY (2004)
 PN0773
 PN0773'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0773'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0431 ***********************************************************************
 QN0431  DESIGNATION -  K 224
 QN0431  PID         -  QN0431
 QN0431  STATE/COUNTY-  WI/RUSK
 QN0431  USGS QUAD   -  INGRAM (1971)
 QN0431
 QN0431                         *CURRENT SURVEY CONTROL
 QN0431  ___________________________________________________________________
 QN0431* NAD 83(1986)-  45 30 54.     (N)    090 46 36.     (W)     SCALED    
 QN0431* NAVD 88     -       412.954  (meters)    1354.83   (feet)  ADJUSTED  
 QN0431  ___________________________________________________________________
 QN0431  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 QN0431  DYNAMIC HT  -         412.937 (meters)    1354.78  (feet)  COMP
 QN0431  MODELED GRAV-     980,560.6   (mgal)                       NAVD 88
 QN0431
 QN0431  VERT ORDER  -  FIRST     CLASS II
 QN0431
 QN0431.The horizontal coordinates were scaled from a topographic map and have
 QN0431.an estimated accuracy of +/- 6 seconds.
 QN0431
 QN0431.The orthometric height was determined by differential leveling
 QN0431.and adjusted by the National Geodetic Survey in June 1991..
 QN0431
 QN0431.The geoid height was determined by GEOID03.
 QN0431
 QN0431.The dynamic height is computed by dividing the NAVD 88
 QN0431.geopotential number by the normal gravity value computed on the
 QN0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0431.degrees latitude (g = 980.6199 gals.).
 QN0431
 QN0431.The modeled gravity was interpolated from observed gravity values.
 QN0431
 QN0431;                    North         East    Units  Estimated Accuracy
 QN0431;SPC WI C     -   187,160.      539,310.      MT  (+/- 180 meters Scaled)
 QN0431
 QN0431                          SUPERSEDED SURVEY CONTROL
 QN0431
 QN0431.No superseded survey control is available for this station.
 QN0431
 QN0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL736425(NAD 83)
 QN0431_MARKER: I = METAL ROD
 QN0431_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0431_SP_SET: STAINLESS STEEL ROD
 QN0431_STAMPING: K 224 1985
 QN0431_MARK LOGO: NGS   
 QN0431_PROJECTION: FLUSH
 QN0431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0431_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QN0431+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2005
 QN0431_ROD/PIPE-DEPTH: 3.7  meters
 QN0431
 QN0431  HISTORY     - Date     Condition        Report By
 QN0431  HISTORY     - 1985     MONUMENTED       NGS
 QN0431  HISTORY     - 20051204 GOOD             WIDT
 QN0431
 QN0431                          STATION DESCRIPTION
 QN0431
 QN0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QN0431'27.7 KM (17.2 MI) EAST FROM LADYSMITH.
 QN0431'27.7 KM (17.2 MI) EASTERLY ALONG U.S. HIGHWAY 8 FROM ITS JUNCTION WITH
 QN0431'STATE HIGHWAY 27 IN LADYSMITH, 137.0 M (449.5 FT) WEST OF THE CENTER
 QN0431'OF AN ENTRANCE TO A ROADSIDE PARK, 20.1 M (65.9 FT) NORTH OF THE NORTH
 QN0431'EDGE OF A PARKING AREA, AND 12.2 M (40.0 FT) SOUTH OF THE CENTERLINE
 QN0431'OF THE HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 QN0431'LOGO CAP.
 QN0431'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 QN0431'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 QN0431
 QN0431                          STATION RECOVERY (2005)
 QN0431
 QN0431'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 QN0431'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS IN THE NORTHWEST
 QN0431'CORNER OF THE WAYSIDE AND 1.0 M SOUTH, 1.0 M NORTHWEST, AND 1.0 M
 QN0431'NORTHEAST OF THREE WHITE PLASTIC WITNESS POSTS.  NOTE-- TREES IN THE
 QN0431'SOUTH QUADRANTS EXTEND TO 90 DEGREES ABOVE THE HORIZON AND TREES IN
 QN0431'THE NORTH QUADRANTS EXTEND TO 60 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0406 ***********************************************************************
 QN0406  DESIGNATION -  K 225
 QN0406  PID         -  QN0406
 QN0406  STATE/COUNTY-  WI/PRICE
 QN0406  USGS QUAD   -  BRANTWOOD (1979)
 QN0406
 QN0406                         *CURRENT SURVEY CONTROL
 QN0406  ___________________________________________________________________
 QN0406* NAD 83(1986)-  45 33 13.     (N)    090 06 16.     (W)     SCALED    
 QN0406* NAVD 88     -       506.507  (meters)    1661.77   (feet)  ADJUSTED  
 QN0406  ___________________________________________________________________
 QN0406  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 QN0406  DYNAMIC HT  -         506.481 (meters)    1661.68  (feet)  COMP
 QN0406  MODELED GRAV-     980,548.1   (mgal)                       NAVD 88
 QN0406
 QN0406  VERT ORDER  -  FIRST     CLASS II
 QN0406
 QN0406.The horizontal coordinates were scaled from a topographic map and have
 QN0406.an estimated accuracy of +/- 6 seconds.
 QN0406
 QN0406.The orthometric height was determined by differential leveling
 QN0406.and adjusted by the National Geodetic Survey in June 1991..
 QN0406
 QN0406.The geoid height was determined by GEOID03.
 QN0406
 QN0406.The dynamic height is computed by dividing the NAVD 88
 QN0406.geopotential number by the normal gravity value computed on the
 QN0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0406.degrees latitude (g = 980.6199 gals.).
 QN0406
 QN0406.The modeled gravity was interpolated from observed gravity values.
 QN0406
 QN0406;                    North         East    Units  Estimated Accuracy
 QN0406;SPC WI N     -    43,010.      591,850.      MT  (+/- 180 meters Scaled)
 QN0406
 QN0406                          SUPERSEDED SURVEY CONTROL
 QN0406
 QN0406.No superseded survey control is available for this station.
 QN0406
 QN0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL260485(NAD 83)
 QN0406_MARKER: I = METAL ROD
 QN0406_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0406_SP_SET: STAINLESS STEEL ROD
 QN0406_STAMPING: K 225 1985
 QN0406_MARK LOGO: NGS   
 QN0406_PROJECTION: FLUSH
 QN0406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QN0406+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2003
 QN0406_ROD/PIPE-DEPTH: 8.1  meters
 QN0406
 QN0406  HISTORY     - Date     Condition        Report By
 QN0406  HISTORY     - 1985     MONUMENTED       NGS
 QN0406  HISTORY     - 20030904 GOOD             USPSQD
 QN0406
 QN0406                          STATION DESCRIPTION
 QN0406
 QN0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QN0406'14.7 KM (9.15 MI) EAST FROM PRENTICE.
 QN0406'14.7 KM (9.15 MI) EASTERLY ALONG U.S. HIGHWAY 8 FROM ITS JUNCTION WITH
 QN0406'COUNTY ROAD A IN PRENTICE, 40.0 M (131.2 FT) EAST OF THE CENTER OF
 QN0406'COUNTY ROAD D, 22.0 M (72.2 FT) NORTHWEST OF THE NORTHWEST CORNER OF A
 QN0406'TELEPHONE BUILDING, 19.4 M (63.6 FT) SOUTH OF THE CENTERLINE OF THE
 QN0406'HIGHWAY, 12.4 M (40.7 FT) WEST OF THE CENTER OF A DRIVEWAY, 0.7 M
 QN0406'(2.3 FT) EAST OF A UTILITY POLE WITH A TRANSFORMER.  NOTE--ACCESS TO
 QN0406'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QN0406'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 QN0406'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 QN0406
 QN0406                          STATION RECOVERY (2003)
 QN0406
 QN0406'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 QN0406'RECOVERED IN GOOD CONDITION.  NOTE-- THE DRIVEWAY DESCRIBED IS TO THE
 QN0406'-CENTURY TEL BUILDING.  THE STATION IS 24 FEET WEST OF A NEW UTILITY
 QN0406'POLE NUMBER --RST312-- WITH TRANSFORMER AND 2 GUY WIRES AND 7.0 FEET
 QN0406'WEST OF THE ANCHOR OF THE WESTERNMOST GUY WIRE.  COUNTY ROAD D HEADS
 QN0406'SOUTH FROM HIGHWAY 8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0530 ***********************************************************************
 QM0530  DESIGNATION -  K 226
 QM0530  PID         -  QM0530
 QM0530  STATE/COUNTY-  WI/ONEIDA
 QM0530  USGS QUAD   -  NASHVILLE (1981)
 QM0530
 QM0530                         *CURRENT SURVEY CONTROL
 QM0530  ___________________________________________________________________
 QM0530* NAD 83(1986)-  45 34 20.     (N)    089 03 19.     (W)     SCALED    
 QM0530* NAVD 88     -       499.402  (meters)    1638.45   (feet)  ADJUSTED  
 QM0530  ___________________________________________________________________
 QM0530  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 QM0530  DYNAMIC HT  -         499.364 (meters)    1638.33  (feet)  COMP
 QM0530  MODELED GRAV-     980,524.8   (mgal)                       NAVD 88
 QM0530
 QM0530  VERT ORDER  -  FIRST     CLASS II
 QM0530
 QM0530.The horizontal coordinates were scaled from a topographic map and have
 QM0530.an estimated accuracy of +/- 6 seconds.
 QM0530
 QM0530.The orthometric height was determined by differential leveling
 QM0530.and adjusted by the National Geodetic Survey in June 1991..
 QM0530
 QM0530.The geoid height was determined by GEOID03.
 QM0530
 QM0530.The dynamic height is computed by dividing the NAVD 88
 QM0530.geopotential number by the normal gravity value computed on the
 QM0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0530.degrees latitude (g = 980.6199 gals.).
 QM0530
 QM0530.The modeled gravity was interpolated from observed gravity values.
 QM0530
 QM0530;                    North         East    Units  Estimated Accuracy
 QM0530;SPC WI N     -    45,510.      673,740.      MT  (+/- 180 meters Scaled)
 QM0530
 QM0530                          SUPERSEDED SURVEY CONTROL
 QM0530
 QM0530.No superseded survey control is available for this station.
 QM0530
 QM0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR396485(NAD 83)
 QM0530_MARKER: DB = BENCH MARK DISK
 QM0530_SETTING: 66 = SET IN ROCK OUTCROP
 QM0530_SP_SET: ROCK OUTCROP
 QM0530_STAMPING: K 226 1985
 QM0530_MARK LOGO: NGS   
 QM0530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QM0530+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2005
 QM0530
 QM0530  HISTORY     - Date     Condition        Report By
 QM0530  HISTORY     - 1985     MONUMENTED       NGS
 QM0530  HISTORY     - 20021210 GOOD             USPSQD
 QM0530  HISTORY     - 20040326 GOOD             USPSQD
 QM0530  HISTORY     - 20050908 GOOD             WIDT
 QM0530
 QM0530                          STATION DESCRIPTION
 QM0530
 QM0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QM0530'30.8 KM (19.15 MI) EAST FROM RHINELANDER.
 QM0530'30.8 KM (19.15 MI) EASTERLY ALONG U.S. HIGHWAY 8 FROM ITS JUNCTION
 QM0530'WITH ANEIDA AVENUE IN RHINELANDER, IN TOP OF A 4 BY 4 FOOT EXPOSED
 QM0530'AREA OF OUTCROPPING BEDROCK.  0.7 KM (0.45 MI) WEST OF THE
 QM0530'FOREST-ONEIDA COUNTY LINE, 55.5 M (182.1 FT) NORTH OF THE CENTERLINE
 QM0530'OF THE HIGHWAY, 19.3 M (63.3 FT) EAST OF UTILITY POLE NUMBER 88, AND
 QM0530'15.5 M (50.9 FT) EAST OF THE CENTER OF A TRACK ROAD LEADING NORTH.
 QM0530'THE MARK IS 0.8 METERS  W FROM  A WITNESS POST
 QM0530'THE MARK IS 2.4 M ABOVE THE HIGHWAY.
 QM0530
 QM0530                          STATION RECOVERY (2002)
 QM0530
 QM0530'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 QM0530'RECOVERED IN GOOD CONDITION.
 QM0530
 QM0530                          STATION RECOVERY (2004)
 QM0530
 QM0530'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0530'RECOVERED IN GOOD CONDITION.
 QM0530
 QM0530                          STATION RECOVERY (2005)
 QM0530
 QM0530'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0530'RECOVERED IN GOOD CONDITION. -ADD-THE POPLAR TREE TO THE NORTH OF THE
 QM0530'STATION OBSTRUCTS TO 80 DEGREES ABOVE THE HORIZON, THE REMAINING
 QM0530'HORIZON IS CLEAR ABOVE 15 DEGREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0814 ***********************************************************************
 PN0814  DESIGNATION -  K 227
 PN0814  PID         -  PN0814
 PN0814  STATE/COUNTY-  WI/OCONTO
 PN0814  USGS QUAD   -  OCONTO FALLS SOUTH (1974)
 PN0814
 PN0814                         *CURRENT SURVEY CONTROL
 PN0814  ___________________________________________________________________
 PN0814* NAD 83(1986)-  44 51 09.     (N)    088 14 53.     (W)     SCALED    
 PN0814* NAVD 88     -       242.649  (meters)     796.09   (feet)  ADJUSTED  
 PN0814  ___________________________________________________________________
 PN0814  GEOID HEIGHT-         -36.18  (meters)                     GEOID03
 PN0814  DYNAMIC HT  -         242.621 (meters)     796.00  (feet)  COMP
 PN0814  MODELED GRAV-     980,497.2   (mgal)                       NAVD 88
 PN0814
 PN0814  VERT ORDER  -  FIRST     CLASS II
 PN0814
 PN0814.The horizontal coordinates were scaled from a topographic map and have
 PN0814.an estimated accuracy of +/- 6 seconds.
 PN0814
 PN0814.The orthometric height was determined by differential leveling
 PN0814.and adjusted by the National Geodetic Survey in June 1991..
 PN0814
 PN0814.The geoid height was determined by GEOID03.
 PN0814
 PN0814.The dynamic height is computed by dividing the NAVD 88
 PN0814.geopotential number by the normal gravity value computed on the
 PN0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0814.degrees latitude (g = 980.6199 gals.).
 PN0814
 PN0814.The modeled gravity was interpolated from observed gravity values.
 PN0814
 PN0814;                    North         East    Units  Estimated Accuracy
 PN0814;SPC WI C     -   114,740.      738,470.      MT  (+/- 180 meters Scaled)
 PN0814
 PN0814                          SUPERSEDED SURVEY CONTROL
 PN0814
 PN0814.No superseded survey control is available for this station.
 PN0814
 PN0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ013673(NAD 83)
 PN0814_MARKER: I = METAL ROD
 PN0814_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0814_SP_SET: STAINLESS STEEL ROD
 PN0814_STAMPING: K 227 1985
 PN0814_MARK LOGO: NGS   
 PN0814_PROJECTION: FLUSH
 PN0814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0814+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004
 PN0814_ROD/PIPE-DEPTH: 8.2  meters
 PN0814
 PN0814  HISTORY     - Date     Condition        Report By
 PN0814  HISTORY     - 1985     MONUMENTED       NGS
 PN0814  HISTORY     - 19991112 GOOD             USPSQD
 PN0814  HISTORY     - 20040324 GOOD             USPSQD
 PN0814  HISTORY     - 20050715 POOR             WIDT
 PN0814
 PN0814                          STATION DESCRIPTION
 PN0814
 PN0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0814'9.2 KM (5.7 MI) SOUTH FROM GILLETT.
 PN0814'9.2 KM (5.7 MI) SOUTHERLY ALONG STATE HIGHWAY 32 FROM ITS JUNCTION
 PN0814'WITH STATE HIGHWAY 22 IN GILLETT, 23.4 M (76.8 FT) SOUTH OF THE CENTER
 PN0814'OF COUNTY ROAD CC, 16.7 M (54.8 FT) EAST OF THE CENTERLINE OF THE
 PN0814'HIGHWAY, 2.8 M (9.2 FT) NORTH OF A GUY WIRE ANCHOR, AND 1.3 M (4.3 FT)
 PN0814'SOUTH OF THE WEST LEG OF DOUBLE UTILITY POLE NUMBER B 183.
 PN0814'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PN0814'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 PN0814'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 PN0814
 PN0814                          STATION RECOVERY (1999)
 PN0814
 PN0814'RECOVERY NOTE BY US POWER SQUADRON 1999
 PN0814'RECOVERED IN GOOD CONDITION.
 PN0814
 PN0814                          STATION RECOVERY (2004)
 PN0814
 PN0814'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0814'RECOVERED IN GOOD CONDITION.
 PN0814
 PN0814                          STATION RECOVERY (2005)
 PN0814
 PN0814'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0814'RECOVERED IN POOR CONDITION.   ADD THE CONCRETE CASING AROUND THE ROD
 PN0814'IS SHIFTED TO THE EAST, THE CASING IS LEANING AGAINST THE ROD, BUT THE
 PN0814'ROD APPEARS TO BE PLUMB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0835 ***********************************************************************
 PN0835  DESIGNATION -  K 228
 PN0835  PID         -  PN0835
 PN0835  STATE/COUNTY-  WI/BROWN
 PN0835  USGS QUAD   -  GREEN BAY WEST (1992)
 PN0835
 PN0835                         *CURRENT SURVEY CONTROL
 PN0835  ___________________________________________________________________
 PN0835* NAD 83(1986)-  44 32 56.     (N)    088 06 01.     (W)     SCALED    
 PN0835* NAVD 88     -       192.933  (meters)     632.98   (feet)  ADJUSTED  
 PN0835  ___________________________________________________________________
 PN0835  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 PN0835  DYNAMIC HT  -         192.910 (meters)     632.91  (feet)  COMP
 PN0835  MODELED GRAV-     980,491.9   (mgal)                       NAVD 88
 PN0835
 PN0835  VERT ORDER  -  FIRST     CLASS II
 PN0835
 PN0835.The horizontal coordinates were scaled from a topographic map and have
 PN0835.an estimated accuracy of +/- 6 seconds.
 PN0835
 PN0835.The orthometric height was determined by differential leveling
 PN0835.and adjusted by the National Geodetic Survey in June 1991..
 PN0835
 PN0835.The geoid height was determined by GEOID03.
 PN0835
 PN0835.The dynamic height is computed by dividing the NAVD 88
 PN0835.geopotential number by the normal gravity value computed on the
 PN0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0835.degrees latitude (g = 980.6199 gals.).
 PN0835
 PN0835.The modeled gravity was interpolated from observed gravity values.
 PN0835
 PN0835;                    North         East    Units  Estimated Accuracy
 PN0835;SPC WI C     -    81,280.      750,940.      MT  (+/- 180 meters Scaled)
 PN0835
 PN0835                          SUPERSEDED SURVEY CONTROL
 PN0835
 PN0835.No superseded survey control is available for this station.
 PN0835
 PN0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ126334(NAD 83)
 PN0835_MARKER: I = METAL ROD
 PN0835_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0835_SP_SET: STAINLESS STEEL ROD
 PN0835_STAMPING: K 228 1985
 PN0835_MARK LOGO: NGS   
 PN0835_PROJECTION: FLUSH
 PN0835_MAGNETIC: I = MARKER IS A STEEL ROD
 PN0835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0835+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2005
 PN0835_ROD/PIPE-DEPTH: 5.5  meters
 PN0835
 PN0835  HISTORY     - Date     Condition        Report By
 PN0835  HISTORY     - 1985     MONUMENTED       NGS
 PN0835  HISTORY     - 19940523 GOOD             WI-009
 PN0835  HISTORY     - 20040324 GOOD             USPSQD
 PN0835  HISTORY     - 20050815 GOOD             WIDT
 PN0835
 PN0835                          STATION DESCRIPTION
 PN0835
 PN0835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0835'2.2 KM (1.35 MI) NW FROM GREEN BAY.
 PN0835'2.2 KM (1.35 MI) NORTHWESTERLY ALONG STATE HIGHWAY 32 FROM ITS
 PN0835'JUNCTION WITH U.S. HIGHWAY 41 IN GREEN BAY, 77.1 M (253.0 FT)
 PN0835'NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE
 PN0835'HIGHWAY, 12.8 M (42.0 FT) WEST OF THE CENTERLINE OF COUNTY ROAD J, 1.6
 PN0835'M (5.2 FT) WEST OF A GUY WIRE ANCHOR, AND 1.2 M (3.9 FT) EAST OF
 PN0835'UTILITY POLE NUMBER 109BB68.  NOTE--ACCESS TO DATUM POINT IS HAD
 PN0835'THROUGH A 5-INCH LOGO CAP.
 PN0835'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 PN0835'THE MARK IS 0.3 M BELOW THE COUNTY ROAD.
 PN0835
 PN0835                          STATION RECOVERY (1994)
 PN0835
 PN0835'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0835'CHANGES - THE POWER POLE IS A NEW POLE DISTANCES HAVE CHANGED TO 8.7
 PN0835'FEET (2.7 M) TO THE SOUTHEAST.
 PN0835
 PN0835                          STATION RECOVERY (2004)
 PN0835
 PN0835'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0835'RECOVERED IN GOOD CONDITION.
 PN0835
 PN0835                          STATION RECOVERY (2005)
 PN0835
 PN0835'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0835'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0729 ***********************************************************************
 ON0729  DESIGNATION -  K 230
 ON0729  PID         -  ON0729
 ON0729  STATE/COUNTY-  WI/MONROE
 ON0729  USGS QUAD   -  BANGOR (1983)
 ON0729
 ON0729                         *CURRENT SURVEY CONTROL
 ON0729  ___________________________________________________________________
 ON0729* NAD 83(1986)-  43 54 36.     (N)    090 52 34.     (W)     SCALED    
 ON0729* NAVD 88     -       239.595  (meters)     786.07   (feet)  ADJUSTED  
 ON0729  ___________________________________________________________________
 ON0729  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 ON0729  DYNAMIC HT  -         239.549 (meters)     785.92  (feet)  COMP
 ON0729  MODELED GRAV-     980,421.4   (mgal)                       NAVD 88
 ON0729
 ON0729  VERT ORDER  -  FIRST     CLASS II
 ON0729
 ON0729.The horizontal coordinates were scaled from a topographic map and have
 ON0729.an estimated accuracy of +/- 6 seconds.
 ON0729
 ON0729.The orthometric height was determined by differential leveling
 ON0729.and adjusted by the National Geodetic Survey in June 1991..
 ON0729
 ON0729.The geoid height was determined by GEOID03.
 ON0729
 ON0729.The dynamic height is computed by dividing the NAVD 88
 ON0729.geopotential number by the normal gravity value computed on the
 ON0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0729.degrees latitude (g = 980.6199 gals.).
 ON0729
 ON0729.The modeled gravity was interpolated from observed gravity values.
 ON0729
 ON0729;                    North         East    Units  Estimated Accuracy
 ON0729;SPC WI S     -   212,560.      529,630.      MT  (+/- 180 meters Scaled)
 ON0729
 ON0729                          SUPERSEDED SURVEY CONTROL
 ON0729
 ON0729.No superseded survey control is available for this station.
 ON0729
 ON0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ705640(NAD 83)
 ON0729_MARKER: F = FLANGE-ENCASED ROD
 ON0729_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ON0729_SP_SET: STAINLESS STEEL ROD
 ON0729_STAMPING: K 230 1985
 ON0729_MARK LOGO: NGS   
 ON0729_PROJECTION: FLUSH
 ON0729_MAGNETIC: I = MARKER IS A STEEL ROD
 ON0729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON0729+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2002
 ON0729_ROD/PIPE-DEPTH: 7.2  meters
 ON0729
 ON0729  HISTORY     - Date     Condition        Report By
 ON0729  HISTORY     - 1985     MONUMENTED       NGS
 ON0729  HISTORY     - 20021009 GOOD             WIDT
 ON0729  HISTORY     - 20030520 GOOD             USPSQD
 ON0729
 ON0729                          STATION DESCRIPTION
 ON0729
 ON0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ON0729'7.5 KM (4.65 MI) SW FROM SPARTA.
 ON0729'0.8 KM (0.5 MI) WESTERLY ALONG STATE HIGHWAY 16 FROM ITS JUNCTION WITH
 ON0729'STATE HIGHWAY 21 IN SPARTA, THENCE 2.1 KM (1.3 MI) SOUTH ALONG STATE
 ON0729'HIGHWAY 27, THENCE 4.6 KM (2.85 MI) WESTERLY ALONG INTERSTATE HIGHWAY
 ON0729'90, 37.5 M (123.0 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES
 ON0729'OF THE HIGHWAY, 29.0 M (95.1 FT) NORTH OF THE CENTER OF A PAVED ROAD
 ON0729'LEADING WEST INTO A ROADSIDE PARK, AND 18.4 M (60.4 FT) EAST OF A
 ON0729'UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 ON0729'LOGO CAP.
 ON0729'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 ON0729'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 ON0729
 ON0729                          STATION RECOVERY (2002)
 ON0729
 ON0729'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (DJH)
 ON0729'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 ON0729'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 WITH STATE HIGHWAY
 ON0729'27 ABOUT 2 MI (3.22 KM) SOUTH OF THE CITY OF SPARTA, GO WEST ON
 ON0729'INTERSTATE HIGHWAY 90 FOR 2.7 MI (4.35 KM) TO THE STATION ON THE
 ON0729'RIGHT.  THE STATION IS A NATIONAL GEODETIC SURVEY STEEL ROD AND LOGO
 ON0729'CAP VERTICAL CONTROL STATION ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 ON0729'THE STATION IS 28.7 M (94.2 FT) NORTH OF THE CENTERLINE OF A PRIVATE
 ON0729'ENTRANCE TO A REST AREA, 18.2 M (59.7 FT) EAST OF A POWER POLE
 ON0729'--9311BG5--, 0.6 M (2.0 FT) SOUTHWEST OF A WOOD FENCE POST, 0.3 M (1.0
 ON0729'FT) SOUTH OF THE RIGHT OF WAY FENCE AND 0.2 M (0.7 FT) SOUTH OF AN
 ON0729'ORANGE FIBERGLASS WITNESS POST.  ---NOTE---THIS STATION IS NOT
 ON0729'SUITABLE FOR GPS OBSERVATION DUE TO THE TREES IN THEEE QUADRANTS
 ON0729'EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
 ON0729
 ON0729                          STATION RECOVERY (2003)
 ON0729
 ON0729'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 ON0729'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS NEAR THE EAST END
 ON0729'OF THE EXIT TO THE WAYSIDE PRIOR TO COMPLETE SEPERATION OF THE EXIT
 ON0729'ROAD AND THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0720 ***********************************************************************
 ON0720  DESIGNATION -  K 231
 ON0720  PID         -  ON0720
 ON0720  STATE/COUNTY-  WI/LA CROSSE
 ON0720  USGS QUAD   -  WEST SALEM (1993)
 ON0720
 ON0720                         *CURRENT SURVEY CONTROL
 ON0720  ___________________________________________________________________
 ON0720* NAD 83(1986)-  43 53 28.     (N)    091 02 35.     (W)     SCALED    
 ON0720* NAVD 88     -       249.002  (meters)     816.93   (feet)  ADJUSTED  
 ON0720  ___________________________________________________________________
 ON0720  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 ON0720  DYNAMIC HT  -         248.955 (meters)     816.78  (feet)  COMP
 ON0720  MODELED GRAV-     980,423.9   (mgal)                       NAVD 88
 ON0720
 ON0720  VERT ORDER  -  FIRST     CLASS II
 ON0720
 ON0720.The horizontal coordinates were scaled from a topographic map and have
 ON0720.an estimated accuracy of +/- 6 seconds.
 ON0720
 ON0720.The orthometric height was determined by differential leveling
 ON0720.and adjusted by the National Geodetic Survey in June 1991..
 ON0720
 ON0720.The geoid height was determined by GEOID03.
 ON0720
 ON0720.The dynamic height is computed by dividing the NAVD 88
 ON0720.geopotential number by the normal gravity value computed on the
 ON0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0720.degrees latitude (g = 980.6199 gals.).
 ON0720
 ON0720.The modeled gravity was interpolated from observed gravity values.
 ON0720
 ON0720;                    North         East    Units  Estimated Accuracy
 ON0720;SPC WI S     -   210,610.      516,190.      MT  (+/- 180 meters Scaled)
 ON0720
 ON0720                          SUPERSEDED SURVEY CONTROL
 ON0720
 ON0720.No superseded survey control is available for this station.
 ON0720
 ON0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ571616(NAD 83)
 ON0720_MARKER: DB = BENCH MARK DISK
 ON0720_SETTING: 66 = SET IN ROCK OUTCROP
 ON0720_SP_SET: ROCK OUTCROP
 ON0720_STAMPING: K 231 1985
 ON0720_MARK LOGO: NGS   
 ON0720_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ON0720_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ON0720+STABILITY: POSITION/ELEVATION WELL
 ON0720_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0720+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2003
 ON0720
 ON0720  HISTORY     - Date     Condition        Report By
 ON0720  HISTORY     - 1985     MONUMENTED       NGS
 ON0720  HISTORY     - 20021008 GOOD             WIDT
 ON0720  HISTORY     - 20030519 GOOD             USPSQD
 ON0720
 ON0720                          STATION DESCRIPTION
 ON0720
 ON0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ON0720'23.5 KM (14.6 MI) EAST FROM LA CROSSE.
 ON0720'6.7 KM (4.15 MI) NORTH ALONG U.S. HIGHWAY 53 FROM ITS JUNCTION WITH
 ON0720'U.S. HIGHWAYS 14 AND 16 IN LA CROSSE, THENCE 16.8 KM (10.45 MI)
 ON0720'EASTERLY ALONG INTERSTATE HIGHWAY 90, OR 0.8 KM (0.5 MI) WEST ALONG
 ON0720'STATE HIGHWAY 16 FROM ITS JUNCTION WITH STATE HIGHWAY 21 IN SPARTA,
 ON0720'THENCE 2.1 KM (1.3 MI) SOUTHERLY ALONG STATE HIGHWAY 27, THENCE
 ON0720'18.6 KM (11.55 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 90, NEAR THE
 ON0720'CENTER OF THE WESTERN 1/3 OF A 10- BY 377-FOOT EXPOSED AREA OF BEDROCK
 ON0720'IN A HIGHWAY CUT, 47.6 M (156.2 FT) SOUTH OF THE CENTERLINE OF THE
 ON0720'EASTBOUND LANES OF THE HIGHWAY, 24.6 M (80.7 FT) EAST OF THE END OF
 ON0720'THE CUT, AND 14.2 M (46.6 FT) SOUTH OF THE CENTER OF COUNTY ROAD C.
 ON0720'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 ON0720'THE MARK IS 1.0 M ABOVE THE ROAD.
 ON0720
 ON0720                          STATION RECOVERY (2002)
 ON0720
 ON0720'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (DJH)
 ON0720'OWNERSHIP--LA CROSSE COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 ON0720'OF INTERSTATE HIGHWAY 90 WITH COUNTY HIGHWAY C IN THE VILLAGE OF WEST
 ON0720'SALEM, GO SOUTH ON COUNTY HIGHWAY C FOR 0.1 MI (0.16 KM) TO A STOP
 ON0720'SIGN, TURN LEFT AND GO EAST ON COUNTY HIGHWAY C FOR 1.6 MI (2.57 KM)
 ON0720'TO A ROCK OUTCROP AND THE STATION ON THE RIGHT.  THE STATION IS A
 ON0720'BRONZE NATIONAL GEODETIC SURVEY VERTICAL CONTROL STATION SET IN THE
 ON0720'TOP OF A ROCK OUTCROP ABOUT 2 M (6.6 FT) ABOVE THE ROAD PAVEMENT.  THE
 ON0720'STATION IS 14.3 M (46.9 FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY
 ON0720'C, 178 M (584.0 FT) WEST OF A PRIVATE ENTRANCE --W2703-- AND 0.2 M
 ON0720'(0.7 FT) WEST OF AN ORANGE FIBERGLASS WITNESS POST.  ---NOTE---THIS
 ON0720'STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO A HILL TO THE
 ON0720'SOUTH AND A TREE EXTENDING TO 25 AND 35 DEGREES ABOVE THE HORIZON
 ON0720'RESPECTIVELY.
 ON0720
 ON0720                          STATION RECOVERY (2003)
 ON0720
 ON0720'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 ON0720'RECOVERED IN GOOD CONDITION.  THE HIGHWAY CUT TO THE SOUTH MAY
 ON0720'OBSTRUCT SATELLITE OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0024 ***********************************************************************
 QM0024  DESIGNATION -  K 24
 QM0024  PID         -  QM0024
 QM0024  STATE/COUNTY-  WI/MARINETTE
 QM0024  USGS QUAD   -  DUNBAR NE (1981)
 QM0024
 QM0024                         *CURRENT SURVEY CONTROL
 QM0024  ___________________________________________________________________
 QM0024* NAD 83(1986)-  45 38 17.     (N)    088 02 29.     (W)     SCALED    
 QM0024* NAVD 88     -       308.633  (meters)    1012.57   (feet)  ADJUSTED  
 QM0024  ___________________________________________________________________
 QM0024  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 QM0024  DYNAMIC HT  -         308.617 (meters)    1012.52  (feet)  COMP
 QM0024  MODELED GRAV-     980,556.9   (mgal)                       NAVD 88
 QM0024
 QM0024  VERT ORDER  -  SECOND    CLASS 0
 QM0024
 QM0024.The horizontal coordinates were scaled from a topographic map and have
 QM0024.an estimated accuracy of +/- 6 seconds.
 QM0024
 QM0024.The orthometric height was determined by differential leveling
 QM0024.and adjusted by the National Geodetic Survey in June 1991..
 QM0024
 QM0024.The geoid height was determined by GEOID03.
 QM0024
 QM0024.The dynamic height is computed by dividing the NAVD 88
 QM0024.geopotential number by the normal gravity value computed on the
 QM0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0024.degrees latitude (g = 980.6199 gals.).
 QM0024
 QM0024.The modeled gravity was interpolated from observed gravity values.
 QM0024
 QM0024;                    North         East    Units  Estimated Accuracy
 QM0024;SPC WI C     -   202,390.      752,700.      MT  (+/- 180 meters Scaled)
 QM0024
 QM0024                          SUPERSEDED SURVEY CONTROL
 QM0024
 QM0024  NGVD 29 (??/??/92)  308.636  (m)         1012.58   (f) ADJ UNCH    2 0
 QM0024
 QM0024.Superseded values are not recommended for survey control.
 QM0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0024.See file dsdata.txt to determine how the superseded data were derived.
 QM0024
 QM0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR188543(NAD 83)
 QM0024_MARKER: DB = BENCH MARK DISK
 QM0024_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QM0024_SP_SET: ABUTMENT
 QM0024_STAMPING: K 24 1934
 QM0024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0024
 QM0024  HISTORY     - Date     Condition        Report By
 QM0024  HISTORY     - 1934     MONUMENTED       CGS
 QM0024  HISTORY     - 20051129 POOR             WIDT
 QM0024
 QM0024                          STATION DESCRIPTION
 QM0024
 QM0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QM0024'2.6 MI W FROM PEMBINE.
 QM0024'2.6 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QM0024'MARIE RAILROAD FROM THE STATION AT PEMBINE, AT MILEAGE 286.9,
 QM0024'AT BRIDGE 286-C, IN THE TOP OF THE SOUTH END OF THE EAST
 QM0024'CONCRETE ABUTMENT, AND 12 FEET SOUTH OF THE CENTERLINE OF THE
 QM0024'MAIN TRACK.  A STANDARD DISK, STAMPED K 24 1934.
 QM0024
 QM0024                          STATION RECOVERY (2005)
 QM0024
 QM0024'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0024'RECOVERED IN POOR CONDITION.  ADD THE STATION IS 0.3 M NORTH OF THE
 QM0024'SOUTH FACE OF THE SOUTH SIDE OF THE EAST ABUTMENT AND 0.3 M EAST OF
 QM0024'THE WEST FACE OF THE OF SOUTH SIDE OF THE EAST ABUTMENT.   NOTE THE
 QM0024'DISK IS HEAVILY CHIPPED AND THE STAMPING IS HARDLY LEGIBLE, --NOTE2
 QM0024'THE CORNERS OF THE CONCRETE ARE STARTING TO ERODE AND BREAK OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0165 ***********************************************************************
 QM0165  DESIGNATION -  K 25
 QM0165  PID         -  QM0165
 QM0165  STATE/COUNTY-  WI/FOREST
 QM0165  USGS QUAD   -  NEWALD (1981)
 QM0165
 QM0165                         *CURRENT SURVEY CONTROL
 QM0165  ___________________________________________________________________
 QM0165* NAD 83(1986)-  45 41 27.     (N)    088 40 06.     (W)     SCALED    
 QM0165* NAVD 88     -       460.468  (meters)    1510.72   (feet)  ADJUSTED  
 QM0165  ___________________________________________________________________
 QM0165  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 QM0165  DYNAMIC HT  -         460.444 (meters)    1510.64  (feet)  COMP
 QM0165  MODELED GRAV-     980,548.7   (mgal)                       NAVD 88
 QM0165
 QM0165  VERT ORDER  -  SECOND    CLASS 0
 QM0165
 QM0165.The horizontal coordinates were scaled from a topographic map and have
 QM0165.an estimated accuracy of +/- 6 seconds.
 QM0165
 QM0165.The orthometric height was determined by differential leveling
 QM0165.and adjusted by the National Geodetic Survey in June 1991..
 QM0165
 QM0165.The geoid height was determined by GEOID03.
 QM0165
 QM0165.The dynamic height is computed by dividing the NAVD 88
 QM0165.geopotential number by the normal gravity value computed on the
 QM0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0165.degrees latitude (g = 980.6199 gals.).
 QM0165
 QM0165.The modeled gravity was interpolated from observed gravity values.
 QM0165
 QM0165;                    North         East    Units  Estimated Accuracy
 QM0165;SPC WI N     -    59,130.      703,720.      MT  (+/- 180 meters Scaled)
 QM0165
 QM0165                          SUPERSEDED SURVEY CONTROL
 QM0165
 QM0165  NGVD 29 (??/??/92)  460.457  (m)         1510.68   (f) ADJ UNCH    2 0
 QM0165
 QM0165.Superseded values are not recommended for survey control.
 QM0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0165.See file dsdata.txt to determine how the superseded data were derived.
 QM0165
 QM0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR701610(NAD 83)
 QM0165_MARKER: DB = BENCH MARK DISK
 QM0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0165_STAMPING: K 25 1934
 QM0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0165+STABILITY: SURFACE MOTION
 QM0165
 QM0165  HISTORY     - Date     Condition        Report By
 QM0165  HISTORY     - 1934     MONUMENTED       CGS
 QM0165  HISTORY     - 1971     MARK NOT FOUND   USGS
 QM0165  HISTORY     - 20051114 MARK NOT FOUND   WIDT
 QM0165
 QM0165                          STATION DESCRIPTION
 QM0165
 QM0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QM0165'3.8 MI N FROM CAVOUR.
 QM0165'3.8 MILES NORTH ALONG STATE HIGHWAY 139 FROM CAVOUR, FOREST
 QM0165'COUNTY, 33 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 12 FEET
 QM0165'EAST OF A POINT 3 FEET SOUTH OF A POLE.  A STANDARD DISK,
 QM0165'STAMPED K 25 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QM0165
 QM0165                          STATION RECOVERY (1971)
 QM0165
 QM0165'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 QM0165'MARK NOT FOUND.
 QM0165
 QM0165                          STATION RECOVERY (2005)
 QM0165
 QM0165'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0165'MARK NOT FOUND.  SEARCHED AREA FOR EVIDENCE OF THE STATION BUT
 QM0165'RECOVERED NOTHING.  THE LOCATION FROM CENTERLINE PLACES STATION IN AN
 QM0165'AREA THAT MAY HAVE BEEN DISTURBED IN PREVIOUS ROAD RECONSTRUCTION IN
 QM0165'THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0379 ***********************************************************************
 QL0379  DESIGNATION -  K 26
 QL0379  PID         -  QL0379
 QL0379  STATE/COUNTY-  WI/MARINETTE
 QL0379  USGS QUAD   -  AMBERG (1982)
 QL0379
 QL0379                         *CURRENT SURVEY CONTROL
 QL0379  ___________________________________________________________________
 QL0379* NAD 83(1986)-  45 31 04.     (N)    087 59 50.     (W)     SCALED    
 QL0379* NAVD 88     -       288.819  (meters)     947.57   (feet)  ADJUSTED  
 QL0379  ___________________________________________________________________
 QL0379  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 QL0379  DYNAMIC HT  -         288.802 (meters)     947.51  (feet)  COMP
 QL0379  MODELED GRAV-     980,548.9   (mgal)                       NAVD 88
 QL0379
 QL0379  VERT ORDER  -  SECOND    CLASS 0
 QL0379
 QL0379.The horizontal coordinates were scaled from a topographic map and have
 QL0379.an estimated accuracy of +/- 6 seconds.
 QL0379
 QL0379.The orthometric height was determined by differential leveling
 QL0379.and adjusted by the National Geodetic Survey in June 1991..
 QL0379
 QL0379.The geoid height was determined by GEOID03.
 QL0379
 QL0379.The dynamic height is computed by dividing the NAVD 88
 QL0379.geopotential number by the normal gravity value computed on the
 QL0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0379.degrees latitude (g = 980.6199 gals.).
 QL0379
 QL0379.The modeled gravity was interpolated from observed gravity values.
 QL0379
 QL0379;                    North         East    Units  Estimated Accuracy
 QL0379;SPC WI C     -   189,110.      756,470.      MT  (+/- 180 meters Scaled)
 QL0379
 QL0379                          SUPERSEDED SURVEY CONTROL
 QL0379
 QL0379  NGVD 29 (??/??/92)  288.823  (m)          947.58   (f) ADJ UNCH    2 0
 QL0379
 QL0379.Superseded values are not recommended for survey control.
 QL0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0379.See file dsdata.txt to determine how the superseded data were derived.
 QL0379
 QL0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR221409(NAD 83)
 QL0379_MARKER: DB = BENCH MARK DISK
 QL0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0379_STAMPING: K 26 1934
 QL0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0379+STABILITY: SURFACE MOTION
 QL0379
 QL0379  HISTORY     - Date     Condition        Report By
 QL0379  HISTORY     - 1934     MONUMENTED       CGS
 QL0379  HISTORY     - 1958     MARK NOT FOUND   NGS
 QL0379  HISTORY     - 1963     MARK NOT FOUND   USGS
 QL0379  HISTORY     - 20010331 MARK NOT FOUND   NGS
 QL0379  HISTORY     - 20040423 MARK NOT FOUND   GEOCAC
 QL0379  HISTORY     - 20051128 MARK NOT FOUND   WIDT
 QL0379
 QL0379                          STATION DESCRIPTION
 QL0379
 QL0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QL0379'8.4 MI S FROM PEMBINE.
 QL0379'8.4 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QL0379'PACIFIC RAILROAD FROM THE STATION AT PEMBINE, MARINETTE COUNTY,
 QL0379'1.1 MILES NORTH OF THE STATION AT AMBERG, AT MILEAGE 269.2,
 QL0379'AT A ROAD CROSSING, 33 FEET SOUTH OF THE ROAD, 18 FEET EAST OF
 QL0379'THE CENTERLINE OF THE MAIN TRACK, AND 50 FEET WEST OF U.S.
 QL0379'HIGHWAY 141.  A STANDARD DISK, STAMPED K 26 1934 AND SET IN THE
 QL0379'TOP OF A CONCRETE POST.
 QL0379
 QL0379                          STATION RECOVERY (1963)
 QL0379
 QL0379'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 QL0379'MARK NOT FOUND.
 QL0379
 QL0379                          STATION RECOVERY (2001)
 QL0379
 QL0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QL0379'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QL0379
 QL0379                          STATION RECOVERY (2004)
 QL0379
 QL0379'RECOVERY NOTE BY GEOCACHING 2004 (RFC)
 QL0379'MARK NOT FOUND.
 QL0379
 QL0379                          STATION RECOVERY (2005)
 QL0379
 QL0379'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QL0379'MARK NOT FOUND.   ADD THERE ARE MANY STEEL RAILROAD PLATES AT THE
 QL0379'INTERSECTION OF THE PUBLISHED DISTANCES. THE STATION MAY HAVE BEEN
 QL0379'DISTURBED WHEN THE RAILROAD DEBRIS WAS REMOVED FROM THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0276 ***********************************************************************
 QM0276  DESIGNATION -  K 28
 QM0276  PID         -  QM0276
 QM0276  STATE/COUNTY-  WI/SHAWANO
 QM0276  USGS QUAD   -  ANIWA (1973)
 QM0276
 QM0276                         *CURRENT SURVEY CONTROL
 QM0276  ___________________________________________________________________
 QM0276* NAD 83(1986)-  45 00 38.     (N)    089 12 49.     (W)     SCALED    
 QM0276* NAVD 88     -       430.937  (meters)    1413.83   (feet)  ADJUSTED  
 QM0276  ___________________________________________________________________
 QM0276  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 QM0276  DYNAMIC HT  -         430.872 (meters)    1413.62  (feet)  COMP
 QM0276  MODELED GRAV-     980,453.3   (mgal)                       NAVD 88
 QM0276
 QM0276  VERT ORDER  -  SECOND    CLASS 0
 QM0276
 QM0276.The horizontal coordinates were scaled from a topographic map and have
 QM0276.an estimated accuracy of +/- 6 seconds.
 QM0276
 QM0276.The orthometric height was determined by differential leveling
 QM0276.and adjusted by the National Geodetic Survey in June 1991..
 QM0276
 QM0276.The geoid height was determined by GEOID03.
 QM0276
 QM0276.The dynamic height is computed by dividing the NAVD 88
 QM0276.geopotential number by the normal gravity value computed on the
 QM0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0276.degrees latitude (g = 980.6199 gals.).
 QM0276
 QM0276.The modeled gravity was interpolated from observed gravity values.
 QM0276
 QM0276;                    North         East    Units  Estimated Accuracy
 QM0276;SPC WI C     -   131,110.      661,990.      MT  (+/- 180 meters Scaled)
 QM0276
 QM0276                          SUPERSEDED SURVEY CONTROL
 QM0276
 QM0276  NGVD 29 (??/??/92)  430.940  (m)         1413.84   (f) ADJ UNCH    2 0
 QM0276
 QM0276.Superseded values are not recommended for survey control.
 QM0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0276.See file dsdata.txt to determine how the superseded data were derived.
 QM0276
 QM0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ255865(NAD 83)
 QM0276_MARKER: DB = BENCH MARK DISK
 QM0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0276+STABILITY: SURFACE MOTION
 QM0276_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0276+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2005
 QM0276
 QM0276  HISTORY     - Date     Condition        Report By
 QM0276  HISTORY     - UNK      MONUMENTED       CGS
 QM0276  HISTORY     - 1934     GOOD             NGS
 QM0276  HISTORY     - 20050708 GOOD             WIDT
 QM0276
 QM0276                          STATION DESCRIPTION
 QM0276
 QM0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QM0276'AT ANIWA.
 QM0276'ALONG CHICAGO AND NORTH-WESTERN RY., 200 YDS. N. OF ANIWA
 QM0276'STATION.  MARK IS 9 YDS. W. OF CENTERLINE OF MAIN TRACK, 31
 QM0276'YDS. N. OF CENTERLINE OF CROSSING AND 5 FEET SE. OF TELEGRAPH
 QM0276'POLE.
 QM0276
 QM0276                          STATION RECOVERY (2005)
 QM0276
 QM0276'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0276'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 28.7 M NORTH OF THE
 QM0276'JUNCTION OF THIRD STREET AND SUMMER STREET, 10.3 M EAST OF THE
 QM0276'CENTERLINE OF SUMMER STREET, 8.2 M WEST OF THE CENTERLINE OF THE
 QM0276'WIOUWASH TRAIL, 1.2 M SOUTHWEST OF A GUY WIRE, 0.9 M SOUTHEAST OF
 QM0276'POWER POLE NUMBERED --WP AND L 29-11-7.2, 0/20--,
 QM0276'0.3 M SOUTHWEST OF AN ORANGE FIBERGLASS WITNESS POST, AND THE MONUMENT
 QM0276'PROTRUDES 9 CM ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0216 ***********************************************************************
 QM0216  DESIGNATION -  K 29
 QM0216  PID         -  QM0216
 QM0216  STATE/COUNTY-  WI/ONEIDA
 QM0216  USGS QUAD   -  MONICO (1965)
 QM0216
 QM0216                         *CURRENT SURVEY CONTROL
 QM0216  ___________________________________________________________________
 QM0216* NAD 83(1986)-  45 31 35.     (N)    089 09 41.     (W)     SCALED    
 QM0216* NAVD 88     -       490.932  (meters)    1610.67   (feet)  ADJUSTED  
 QM0216  ___________________________________________________________________
 QM0216  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 QM0216  DYNAMIC HT  -         490.888 (meters)    1610.52  (feet)  COMP
 QM0216  MODELED GRAV-     980,511.3   (mgal)                       NAVD 88
 QM0216
 QM0216  VERT ORDER  -  SECOND    CLASS 0
 QM0216
 QM0216.The horizontal coordinates were scaled from a topographic map and have
 QM0216.an estimated accuracy of +/- 6 seconds.
 QM0216
 QM0216.The orthometric height was determined by differential leveling
 QM0216.and adjusted by the National Geodetic Survey in June 1991..
 QM0216
 QM0216.The geoid height was determined by GEOID03.
 QM0216
 QM0216.The dynamic height is computed by dividing the NAVD 88
 QM0216.geopotential number by the normal gravity value computed on the
 QM0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0216.degrees latitude (g = 980.6199 gals.).
 QM0216
 QM0216.The modeled gravity was interpolated from observed gravity values.
 QM0216
 QM0216;                    North         East    Units  Estimated Accuracy
 QM0216;SPC WI N     -    40,330.      665,510.      MT  (+/- 180 meters Scaled)
 QM0216
 QM0216                          SUPERSEDED SURVEY CONTROL
 QM0216
 QM0216  NGVD 29 (??/??/92)  490.914  (m)         1610.61   (f) ADJ UNCH    2 0
 QM0216
 QM0216.Superseded values are not recommended for survey control.
 QM0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0216.See file dsdata.txt to determine how the superseded data were derived.
 QM0216
 QM0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR312437(NAD 83)
 QM0216_MARKER: DB = BENCH MARK DISK
 QM0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0216+STABILITY: SURFACE MOTION
 QM0216
 QM0216  HISTORY     - Date     Condition        Report By
 QM0216  HISTORY     - UNK      MONUMENTED       CGS
 QM0216  HISTORY     - 1934     GOOD             NGS
 QM0216  HISTORY     - 1963     MARK NOT FOUND   USGS
 QM0216  HISTORY     - 20050818 MARK NOT FOUND   WIDT
 QM0216
 QM0216                          STATION DESCRIPTION
 QM0216
 QM0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QM0216'2 MI N FROM PELICAN LAKE.
 QM0216'ALONG CHICAGO AND NORTHWESTERN RY. 0.3 MILE N. OF MP 236.
 QM0216'MARK IS 12 YDS. W. OF CENTER LINE OF TRACK, 45 YDS. N. OF
 QM0216'CULVERT NO. 825 AND 3 YDS. S.W. OF TELEGRAPH POLE.
 QM0216
 QM0216                          STATION RECOVERY (1963)
 QM0216
 QM0216'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 QM0216'MARK NOT FOUND.
 QM0216
 QM0216                          STATION RECOVERY (2005)
 QM0216
 QM0216'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0216'MARK NOT FOUND, ADD--NO EVIDENCE OF THE RAILROAD BED REMAINS, AREA OF
 QM0216'DESCRIPTION PLACES THE STATION LOCATION IN A WETLAND AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0304 ***********************************************************************
 NG0304  DESIGNATION -  K 3 RESET
 NG0304  PID         -  NG0304
 NG0304  STATE/COUNTY-  WI/RACINE
 NG0304  USGS QUAD   -  STURTEVANT (1994)
 NG0304
 NG0304                         *CURRENT SURVEY CONTROL
 NG0304  ___________________________________________________________________
 NG0304* NAD 83(1986)-  42 41 48.     (N)    087 57 14.     (W)     SCALED    
 NG0304* NAVD 88     -       231.533  (meters)     759.62   (feet)  ADJUSTED  
 NG0304  ___________________________________________________________________
 NG0304  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 NG0304  DYNAMIC HT  -         231.464 (meters)     759.39  (feet)  COMP
 NG0304  MODELED GRAV-     980,316.9   (mgal)                       NAVD 88
 NG0304
 NG0304  VERT ORDER  -  SECOND    CLASS I
 NG0304
 NG0304.The horizontal coordinates were scaled from a topographic map and have
 NG0304.an estimated accuracy of +/- 6 seconds.
 NG0304
 NG0304.The orthometric height was determined by differential leveling
 NG0304.and adjusted by the National Geodetic Survey in February 2004..
 NG0304
 NG0304.The geoid height was determined by GEOID03.
 NG0304
 NG0304.The dynamic height is computed by dividing the NAVD 88
 NG0304.geopotential number by the normal gravity value computed on the
 NG0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0304.degrees latitude (g = 980.6199 gals.).
 NG0304
 NG0304.The modeled gravity was interpolated from observed gravity values.
 NG0304
 NG0304;                    North         East    Units  Estimated Accuracy
 NG0304;SPC WI S     -    79,450.      767,650.      MT  (+/- 180 meters Scaled)
 NG0304
 NG0304                          SUPERSEDED SURVEY CONTROL
 NG0304
 NG0304  NAVD 88 (09/01/04)  231.495  (m)          759.50   (f) UNKNOWN     3 0
 NG0304  NGVD 29 (??/??/??)  231.57   (m)          759.7    (f) RESET       3  
 NG0304
 NG0304.Superseded values are not recommended for survey control.
 NG0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0304.See file dsdata.txt to determine how the superseded data were derived.
 NG0304
 NG0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN218275(NAD 83)
 NG0304_MARKER: DB = BENCH MARK DISK
 NG0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NG0304_STAMPING: K 3 RESET 1958
 NG0304_MARK LOGO: CGS   
 NG0304_PROJECTION: FLUSH
 NG0304_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NG0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0304+STABILITY: SURFACE MOTION
 NG0304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0304+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2003
 NG0304
 NG0304  HISTORY     - Date     Condition        Report By
 NG0304  HISTORY     - 1958     MONUMENTED       CGS
 NG0304  HISTORY     - 1959     MARK NOT FOUND   USGS
 NG0304  HISTORY     - 1976     GOOD             WIDT
 NG0304  HISTORY     - 1990     GOOD             USPSQD
 NG0304  HISTORY     - 2001     GOOD             WIDT
 NG0304  HISTORY     - 20031008 GOOD             JCLS
 NG0304  HISTORY     - 20031008 GOOD             JCLS
 NG0304
 NG0304                          STATION DESCRIPTION
 NG0304
 NG0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NG0304'2.6 MI W FROM STURTEVANT.
 NG0304'2.6 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL PACIFIC
 NG0304'RAILROAD FROM STURETEVANT, RACINE COUNTY, NEAR THE INTERSECTION
 NG0304'OF U.S. HIGHWAY 41 AND STATE HIGHWAY 11, 263 FEET EAST OF THE
 NG0304'CENTERLINE OF THE NORTH-BOUND LANE OF U.S. HIGHWAY 41, 61 FEET
 NG0304'NORTH OF THE CENTERLINE OF STATE HIGHWAY 11, 21.5 FEET NORTHEAST
 NG0304'OF A TELEPHONE POLE, 19 FEET SOUTH OF THE SOUTH RAIL, AND 8 FEET
 NG0304'SOUTH OF A WHITE POST WITH WRITING IN BLACK LETTERS DO NOT LEAVE
 NG0304'CARS BETWEEN THIS POINT AND HIGHWAY CROSSING.  A STANDARD DISK
 NG0304'STAMPED K 3 RESET 1958 AND SET IN THE TOP OF A CONCRETE POST
 NG0304'PROJECTING 1 INCH.  NOTE-- AREA IS UNDER CONSTRUCTION FOR NEW
 NG0304'HIGHWAY 41 (INTERSTATE 98).
 NG0304
 NG0304                          STATION RECOVERY (1959)
 NG0304
 NG0304'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 NG0304'MARK NOT FOUND.
 NG0304
 NG0304                          STATION RECOVERY (1976)
 NG0304
 NG0304'RECOVERY NOTE BY WI DEPT OF TRANSP 1976
 NG0304'RECOVERED IN GOOD CONDITION.
 NG0304
 NG0304                          STATION RECOVERY (1990)
 NG0304
 NG0304'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCB)
 NG0304'RECOVERED IN GOOD CONDITION.
 NG0304
 NG0304                          STATION RECOVERY (2001)
 NG0304
 NG0304'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 NG0304'THE STATION IS LOCATED ABOUT 14 KM SOUTHWEST OF RACINE, 8 KM EAST OF
 NG0304'UNION GROVE, AND 4 KM WEST OF STURTEVANT.  OWNERSHIP--TOWN OF MT
 NG0304'PLEASANT.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 NG0304'HIGHWAY 94 WITH STATE HIGHWAY 11 (EXIT 335) ABOUT 3 KM WEST OF THE
 NG0304'VILLAGE OF STURTEVANT, GO EAST ON STATE HIGHWAY 11 FOR 0.2 KM TO THE
 NG0304'STATION ON THE LEFT.  THE STATION IS A BRONZE US COAST AND GEODETIC
 NG0304'SURVEY BENCH MARK DISK SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST
 NG0304'AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 18.3 M
 NG0304'NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF STATE HIGHWAY 11,
 NG0304'31.4 M NORTHWEST OF POWER POLE --G2-81SPC2-20--, 5.9 M SOUTH OF THE
 NG0304'SOUTH RAIL, AND 5.7 M NORTHEAST OF A POWER POLE.  ---NOTE---THE
 NG0304'STATION IS 0.5 M SOUTH OF AN ORANGE FIBERGLASS WITNESS POST.
 NG0304'---NOTE2---THE STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 NG0304'THAN 15 DEGREES ABOVE THE HORIZON.
 NG0304
 NG0304                          STATION RECOVERY (2003)
 NG0304
 NG0304'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 NG0304'RECOVERED IN GOOD CONDITION.
 NG0304
 NG0304                          STATION RECOVERY (2003)
 NG0304
 NG0304'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 NG0304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0122 ***********************************************************************
 QM0122  DESIGNATION -  K 30
 QM0122  PID         -  QM0122
 QM0122  STATE/COUNTY-  WI/LANGLADE
 QM0122  USGS QUAD   -  POLAR (1973)
 QM0122
 QM0122                         *CURRENT SURVEY CONTROL
 QM0122  ___________________________________________________________________
 QM0122* NAD 83(1986)-  45 10 57.     (N)    088 54 42.     (W)     SCALED    
 QM0122* NAVD 88     -       447.160  (meters)    1467.06   (feet)  ADJUSTED  
 QM0122  ___________________________________________________________________
 QM0122  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 QM0122  DYNAMIC HT  -         447.096 (meters)    1466.85  (feet)  COMP
 QM0122  MODELED GRAV-     980,460.9   (mgal)                       NAVD 88
 QM0122
 QM0122  VERT ORDER  -  SECOND    CLASS 0
 QM0122
 QM0122.The horizontal coordinates were scaled from a topographic map and have
 QM0122.an estimated accuracy of +/- 6 seconds.
 QM0122
 QM0122.The orthometric height was determined by differential leveling
 QM0122.and adjusted by the National Geodetic Survey in June 1991..
 QM0122
 QM0122.The geoid height was determined by GEOID03.
 QM0122
 QM0122.The dynamic height is computed by dividing the NAVD 88
 QM0122.geopotential number by the normal gravity value computed on the
 QM0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0122.degrees latitude (g = 980.6199 gals.).
 QM0122
 QM0122.The modeled gravity was interpolated from observed gravity values.
 QM0122
 QM0122;                    North         East    Units  Estimated Accuracy
 QM0122;SPC WI C     -   150,490.      685,530.      MT  (+/- 180 meters Scaled)
 QM0122
 QM0122                          SUPERSEDED SURVEY CONTROL
 QM0122
 QM0122  NGVD 29 (??/??/92)  447.148  (m)         1467.02   (f) ADJ UNCH    2 0
 QM0122
 QM0122.Superseded values are not recommended for survey control.
 QM0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0122.See file dsdata.txt to determine how the superseded data were derived.
 QM0122
 QM0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR498050(NAD 83)
 QM0122_MARKER: DB = BENCH MARK DISK
 QM0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0122+STABILITY: SURFACE MOTION
 QM0122
 QM0122  HISTORY     - Date     Condition        Report By
 QM0122  HISTORY     - UNK      MONUMENTED       CGS
 QM0122  HISTORY     - 1934     GOOD             NGS
 QM0122  HISTORY     - 20050906 MARK NOT FOUND   WIDT
 QM0122
 QM0122                          STATION DESCRIPTION
 QM0122
 QM0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QM0122'2 MI NW FROM ELTON.
 QM0122'2 MILES N.W. OF ELTON ALONG CHICAGO AND NORTHWESTERN RY. AT
 QM0122'SIDING, 0.2 MILES W. OF MP 16.  MARK IS AT FENCE, 7 YDS. S. OF
 QM0122'CENTER LINE OF TRACK, 8 YDS. E. OF CENTER LINE OF DIRT ROAD
 QM0122'AND 3 YDS. E. OF FENCE CORNER.
 QM0122
 QM0122                          STATION RECOVERY (2005)
 QM0122
 QM0122'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0122'MARK NOT FOUND.  ADD--THERE HAS BEEN SHOULDER GRADING DONE IN THE
 QM0122'DESCRIBED AREA. THE OLD RAILROAD BED IS NOT APPEARANT, AND NO EVIDENCE
 QM0122'OF THE STATION REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0237 ***********************************************************************
 QM0237  DESIGNATION -  K 31
 QM0237  PID         -  QM0237
 QM0237  STATE/COUNTY-  WI/VILAS
 QM0237  USGS QUAD   -  EAGLE RIVER WEST (1982)
 QM0237
 QM0237                         *CURRENT SURVEY CONTROL
 QM0237  ___________________________________________________________________
 QM0237* NAD 83(1986)-  45 59 36.     (N)    089 15 16.     (W)     SCALED    
 QM0237* NAVD 88     -       499.860  (meters)    1639.96   (feet)  ADJUSTED  
 QM0237  ___________________________________________________________________
 QM0237  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 QM0237  DYNAMIC HT  -         499.850 (meters)    1639.92  (feet)  COMP
 QM0237  MODELED GRAV-     980,580.1   (mgal)                       NAVD 88
 QM0237
 QM0237  VERT ORDER  -  SECOND    CLASS 0
 QM0237
 QM0237.The horizontal coordinates were scaled from a topographic map and have
 QM0237.an estimated accuracy of +/- 6 seconds.
 QM0237
 QM0237.The orthometric height was determined by differential leveling
 QM0237.and adjusted by the National Geodetic Survey in June 1991..
 QM0237
 QM0237.The geoid height was determined by GEOID03.
 QM0237
 QM0237.The dynamic height is computed by dividing the NAVD 88
 QM0237.geopotential number by the normal gravity value computed on the
 QM0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0237.degrees latitude (g = 980.6199 gals.).
 QM0237
 QM0237.The modeled gravity was interpolated from observed gravity values.
 QM0237
 QM0237;                    North         East    Units  Estimated Accuracy
 QM0237;SPC WI N     -    92,150.      657,760.      MT  (+/- 180 meters Scaled)
 QM0237
 QM0237                          SUPERSEDED SURVEY CONTROL
 QM0237
 QM0237  NGVD 29 (??/??/92)  499.864  (m)         1639.97   (f) ADJ UNCH    2 0
 QM0237
 QM0237.Superseded values are not recommended for survey control.
 QM0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0237.See file dsdata.txt to determine how the superseded data were derived.
 QM0237
 QM0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR254957(NAD 83)
 QM0237_MARKER: DB = BENCH MARK DISK
 QM0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0237+STABILITY: SURFACE MOTION
 QM0237
 QM0237  HISTORY     - Date     Condition        Report By
 QM0237  HISTORY     - UNK      MONUMENTED       CGS
 QM0237  HISTORY     - 1934     GOOD             NGS
 QM0237  HISTORY     - 1969     MARK NOT FOUND   USGS
 QM0237  HISTORY     - 19960620 MARK NOT FOUND   USPSQD
 QM0237  HISTORY     - 20010619 MARK NOT FOUND   USPSQD
 QM0237  HISTORY     - 20051005 MARK NOT FOUND   WIDT
 QM0237
 QM0237                          STATION DESCRIPTION
 QM0237
 QM0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QM0237'4.7 MI S FROM CONOVER.
 QM0237'4.66 MILES SOUTH OF BY HIGHWAY ALONG STATE HIGHWAY 26 25 FEET
 QM0237'WEST OF CENTER OF HIGHWAY 90 FEET EAST OF CENTER OF CHICAGO
 QM0237'AND NORTHWESTERN RR TRACK HALF WAY UP A HILL 3 IN ABOVE THE
 QM0237'GROUND 2.003 MILES SOUTH OF J-31 BY STADIA 1.959 MILES NORTH
 QM0237'OF L-31 BY STADIA
 QM0237
 QM0237                          STATION RECOVERY (1969)
 QM0237
 QM0237'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 QM0237'MARK NOT FOUND.
 QM0237
 QM0237                          STATION RECOVERY (1996)
 QM0237
 QM0237'RECOVERY NOTE BY US POWER SQUADRON 1996
 QM0237'MARK NOT FOUND.
 QM0237
 QM0237                          STATION RECOVERY (2001)
 QM0237
 QM0237'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 QM0237'MARK NOT FOUND.
 QM0237
 QM0237                          STATION RECOVERY (2005)
 QM0237
 QM0237'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0237'MARK NOT FOUND.  ADD-SEARCHED AREA FOR EVIDENCE OF STATION RECOVERED
 QM0237'NO EVIDENCE OF THE OLD STATE HIGHWAY 26, UNITED STATES HIGHWAY 45 HAS
 QM0237'HAD SOME EXTENSIVE FILL ADDED TO THE SIDE SLOPE IN THIS AREA, NO
 QM0237'EVIDENCE OF THE STATION WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0012 ***********************************************************************
 PO0012  DESIGNATION -  K 34
 PO0012  PID         -  PO0012
 PO0012  STATE/COUNTY-  WI/CLARK
 PO0012  USGS QUAD   -  ABBOTSFORD (1981)
 PO0012
 PO0012                         *CURRENT SURVEY CONTROL
 PO0012  ___________________________________________________________________
 PO0012* NAD 83(1986)-  44 55 28.     (N)    090 18 55.     (W)     SCALED    
 PO0012* NAVD 88     -       423.532  (meters)    1389.54   (feet)  ADJUSTED  
 PO0012  ___________________________________________________________________
 PO0012  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 PO0012  DYNAMIC HT  -         423.472 (meters)    1389.34  (feet)  COMP
 PO0012  MODELED GRAV-     980,464.6   (mgal)                       NAVD 88
 PO0012
 PO0012  VERT ORDER  -  SECOND    CLASS 0
 PO0012
 PO0012.The horizontal coordinates were scaled from a topographic map and have
 PO0012.an estimated accuracy of +/- 6 seconds.
 PO0012
 PO0012.The orthometric height was determined by differential leveling
 PO0012.and adjusted by the National Geodetic Survey in June 1991..
 PO0012
 PO0012.The geoid height was determined by GEOID03.
 PO0012
 PO0012.The dynamic height is computed by dividing the NAVD 88
 PO0012.geopotential number by the normal gravity value computed on the
 PO0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0012.degrees latitude (g = 980.6199 gals.).
 PO0012
 PO0012.The modeled gravity was interpolated from observed gravity values.
 PO0012
 PO0012;                    North         East    Units  Estimated Accuracy
 PO0012;SPC WI C     -   121,290.      575,110.      MT  (+/- 180 meters Scaled)
 PO0012
 PO0012                          SUPERSEDED SURVEY CONTROL
 PO0012
 PO0012  NGVD 29 (??/??/92)  423.533  (m)         1389.54   (f) ADJ UNCH    2 0
 PO0012
 PO0012.Superseded values are not recommended for survey control.
 PO0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0012.See file dsdata.txt to determine how the superseded data were derived.
 PO0012
 PO0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK118780(NAD 83)
 PO0012_MARKER: DB = BENCH MARK DISK
 PO0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0012_STAMPING: K 34 1934
 PO0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0012+STABILITY: SURFACE MOTION
 PO0012
 PO0012  HISTORY     - Date     Condition        Report By
 PO0012  HISTORY     - 1934     MONUMENTED       CGS
 PO0012  HISTORY     - 1953     MARK NOT FOUND   NGS
 PO0012  HISTORY     - 20031030 MARK NOT FOUND   WIDT
 PO0012
 PO0012                          STATION DESCRIPTION
 PO0012
 PO0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PO0012'1 MI N FROM COLBY.
 PO0012'1 MILE NORTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 PO0012'MARIE RAILWAY FROM COLBY, CLARK COUNTY, 15 FEET SOUTH OF A
 PO0012'CINDER DRIVEWAY LEADING TO A FARM, 20 FEET WEST OF THE CENTERLINE
 PO0012'OF THE TRACK, AND 23 FEET EAST OF A FENCE.  A STANDARD DISK,
 PO0012'STAMPED K 34 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PO0012
 PO0012                          STATION RECOVERY (2003)
 PO0012
 PO0012'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0602 ***********************************************************************
 PN0602  DESIGNATION -  K 36
 PN0602  PID         -  PN0602
 PN0602  STATE/COUNTY-  WI/MARATHON
 PN0602  USGS QUAD   -  WAUSAU EAST (1993)
 PN0602
 PN0602                         *CURRENT SURVEY CONTROL
 PN0602  ___________________________________________________________________
 PN0602* NAD 83(1986)-  44 55 49.     (N)    089 35 51.     (W)     SCALED    
 PN0602* NAVD 88     -       364.401  (meters)    1195.54   (feet)  ADJUSTED  
 PN0602  ___________________________________________________________________
 PN0602  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 PN0602  DYNAMIC HT  -         364.348 (meters)    1195.37  (feet)  COMP
 PN0602  MODELED GRAV-     980,461.2   (mgal)                       NAVD 88
 PN0602
 PN0602  VERT ORDER  -  SECOND    CLASS 0
 PN0602
 PN0602.The horizontal coordinates were scaled from a topographic map and have
 PN0602.an estimated accuracy of +/- 6 seconds.
 PN0602
 PN0602.The orthometric height was determined by differential leveling
 PN0602.and adjusted by the National Geodetic Survey in June 1991..
 PN0602
 PN0602.The geoid height was determined by GEOID03.
 PN0602
 PN0602.The dynamic height is computed by dividing the NAVD 88
 PN0602.geopotential number by the normal gravity value computed on the
 PN0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0602.degrees latitude (g = 980.6199 gals.).
 PN0602
 PN0602.The modeled gravity was interpolated from observed gravity values.
 PN0602
 PN0602;                    North         East    Units  Estimated Accuracy
 PN0602;SPC WI C     -   121,970.      631,770.      MT  (+/- 180 meters Scaled)
 PN0602
 PN0602                          SUPERSEDED SURVEY CONTROL
 PN0602
 PN0602  NGVD 29 (??/??/92)  364.413  (m)         1195.58   (f) ADJ UNCH    2 0
 PN0602
 PN0602.Superseded values are not recommended for survey control.
 PN0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0602.See file dsdata.txt to determine how the superseded data were derived.
 PN0602
 PN0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ950784(NAD 83)
 PN0602_MARKER: DB = BENCH MARK DISK
 PN0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0602+STABILITY: SURFACE MOTION
 PN0602
 PN0602  HISTORY     - Date     Condition        Report By
 PN0602  HISTORY     - UNK      MONUMENTED       CGS
 PN0602  HISTORY     - 1934     GOOD             NGS
 PN0602
 PN0602                          STATION DESCRIPTION
 PN0602
 PN0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PN0602'2.7 MI E FROM WAUSAU.
 PN0602'2.7 MILES EAST OF WAUSAU DEPOT 15 FEET SOUTH OF CENTER OF MAIN
 PN0602'TRACK OF C. AND N.W. RY. 28 FEET WEST OF PRIVATE GRADE CROSSING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0351 ***********************************************************************
 PN0351  DESIGNATION -  K 37
 PN0351  PID         -  PN0351
 PN0351  STATE/COUNTY-  WI/PORTAGE
 PN0351  USGS QUAD   -  ROSHOLT (1981)
 PN0351
 PN0351                         *CURRENT SURVEY CONTROL
 PN0351  ___________________________________________________________________
 PN0351* NAD 83(1986)-  44 37 46.     (N)    089 18 13.     (W)     SCALED    
 PN0351* NAVD 88     -       345.672  (meters)    1134.09   (feet)  ADJUSTED  
 PN0351  ___________________________________________________________________
 PN0351  GEOID HEIGHT-         -35.99  (meters)                     GEOID03
 PN0351  DYNAMIC HT  -         345.608 (meters)    1133.88  (feet)  COMP
 PN0351  MODELED GRAV-     980,423.4   (mgal)                       NAVD 88
 PN0351
 PN0351  VERT ORDER  -  SECOND    CLASS 0
 PN0351
 PN0351.The horizontal coordinates were scaled from a topographic map and have
 PN0351.an estimated accuracy of +/- 6 seconds.
 PN0351
 PN0351.The orthometric height was determined by differential leveling
 PN0351.and adjusted by the National Geodetic Survey in June 1991..
 PN0351
 PN0351.The geoid height was determined by GEOID03.
 PN0351
 PN0351.The dynamic height is computed by dividing the NAVD 88
 PN0351.geopotential number by the normal gravity value computed on the
 PN0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0351.degrees latitude (g = 980.6199 gals.).
 PN0351
 PN0351.The modeled gravity was interpolated from observed gravity values.
 PN0351
 PN0351;                    North         East    Units  Estimated Accuracy
 PN0351;SPC WI C     -    88,700.      655,260.      MT  (+/- 180 meters Scaled)
 PN0351
 PN0351                          SUPERSEDED SURVEY CONTROL
 PN0351
 PN0351  NGVD 29 (??/??/92)  345.688  (m)         1134.14   (f) ADJ UNCH    2 0
 PN0351
 PN0351.Superseded values are not recommended for survey control.
 PN0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0351.See file dsdata.txt to determine how the superseded data were derived.
 PN0351
 PN0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ172443(NAD 83)
 PN0351_MARKER: DB = BENCH MARK DISK
 PN0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0351+STABILITY: SURFACE MOTION
 PN0351
 PN0351  HISTORY     - Date     Condition        Report By
 PN0351  HISTORY     - UNK      MONUMENTED       CGS
 PN0351  HISTORY     - 1934     GOOD             NGS
 PN0351  HISTORY     - 1954     MARK NOT FOUND   USGS
 PN0351  HISTORY     - 20040111 MARK NOT FOUND   USPSQD
 PN0351
 PN0351                          STATION DESCRIPTION
 PN0351
 PN0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PN0351'AT ROSHOLT.
 PN0351'7 RAILS NORTH OF ROSHOLT, WIS. STATION.  30 FT. EAST OF TRACKS
 PN0351'(C. N.W. R.R.) 2 FT WEST OF FENCE AROUND THE WISCONSIN BLDG.
 PN0351'MATERIALS CO. LOT.
 PN0351
 PN0351                          STATION RECOVERY (1954)
 PN0351
 PN0351'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 PN0351'MARK NOT FOUND.
 PN0351
 PN0351                          STATION RECOVERY (2004)
 PN0351
 PN0351'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0351'NOT FOUND.  RAILROAD HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0549 ***********************************************************************
 PN0549  DESIGNATION -  K 38
 PN0549  PID         -  PN0549
 PN0549  STATE/COUNTY-  WI/MARATHON
 PN0549  USGS QUAD   -  MOSINEE (1982)
 PN0549
 PN0549                         *CURRENT SURVEY CONTROL
 PN0549  ___________________________________________________________________
 PN0549* NAD 83(1986)-  44 47 32.     (N)    089 41 33.     (W)     SCALED    
 PN0549* NAVD 88     -       351.447  (meters)    1153.04   (feet)  ADJUSTED  
 PN0549  ___________________________________________________________________
 PN0549  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 PN0549  DYNAMIC HT  -         351.387 (meters)    1152.84  (feet)  COMP
 PN0549  MODELED GRAV-     980,438.0   (mgal)                       NAVD 88
 PN0549
 PN0549  VERT ORDER  -  SECOND    CLASS 0
 PN0549
 PN0549.The horizontal coordinates were scaled from a topographic map and have
 PN0549.an estimated accuracy of +/- 6 seconds.
 PN0549
 PN0549.The orthometric height was determined by differential leveling
 PN0549.and adjusted by the National Geodetic Survey in June 1991..
 PN0549
 PN0549.The geoid height was determined by GEOID03.
 PN0549
 PN0549.The dynamic height is computed by dividing the NAVD 88
 PN0549.geopotential number by the normal gravity value computed on the
 PN0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0549.degrees latitude (g = 980.6199 gals.).
 PN0549
 PN0549.The modeled gravity was interpolated from observed gravity values.
 PN0549
 PN0549;                    North         East    Units  Estimated Accuracy
 PN0549;SPC WI C     -   106,600.      624,330.      MT  (+/- 180 meters Scaled)
 PN0549
 PN0549                          SUPERSEDED SURVEY CONTROL
 PN0549
 PN0549  NGVD 29 (??/??/92)  351.455  (m)         1153.07   (f) ADJ UNCH    2 0
 PN0549
 PN0549.Superseded values are not recommended for survey control.
 PN0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0549.See file dsdata.txt to determine how the superseded data were derived.
 PN0549
 PN0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ870633(NAD 83)
 PN0549_MARKER: DB = BENCH MARK DISK
 PN0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0549_STAMPING: K 38 1934 1153.065
 PN0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0549+STABILITY: SURFACE MOTION
 PN0549
 PN0549  HISTORY     - Date     Condition        Report By
 PN0549  HISTORY     - 1934     MONUMENTED       CGS
 PN0549  HISTORY     - 1945     GOOD             NGS
 PN0549  HISTORY     - 1979     MARK NOT FOUND   USGS
 PN0549
 PN0549                          STATION DESCRIPTION
 PN0549
 PN0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 PN0549'AT MOSINEE.
 PN0549'AT MOSINEE, MARATHON COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL
 PN0549'AND PACIFIC RAILROAD, 10 RAILS SOUTH OF THE STATION, 4 FEET SOUTH
 PN0549'OF A CONCRETE LIGHT BLOCK, AND 20 FEET EAST OF THE CENTERLINE OF
 PN0549'THE TRACK.  A STANDARD DISK, STAMPED K 38 1934 AND SET IN THE
 PN0549'TOP OF A CONCRETE POST.
 PN0549
 PN0549                          STATION RECOVERY (1979)
 PN0549
 PN0549'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PN0549'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0365 ***********************************************************************
 QM0365  DESIGNATION -  K 39
 QM0365  PID         -  QM0365
 QM0365  STATE/COUNTY-  WI/MARATHON
 QM0365  USGS QUAD   -  BROKAW (1982)
 QM0365
 QM0365                         *CURRENT SURVEY CONTROL
 QM0365  ___________________________________________________________________
 QM0365* NAD 83(1986)-  45 01 32.     (N)    089 39 10.     (W)     SCALED    
 QM0365* NAVD 88     -       371.771  (meters)    1219.72   (feet)  ADJUSTED  
 QM0365  ___________________________________________________________________
 QM0365  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 QM0365  DYNAMIC HT  -         371.719 (meters)    1219.55  (feet)  COMP
 QM0365  MODELED GRAV-     980,465.9   (mgal)                       NAVD 88
 QM0365
 QM0365  VERT ORDER  -  SECOND    CLASS 0
 QM0365
 QM0365.The horizontal coordinates were scaled from a topographic map and have
 QM0365.an estimated accuracy of +/- 6 seconds.
 QM0365
 QM0365.The orthometric height was determined by differential leveling
 QM0365.and adjusted by the National Geodetic Survey in June 1991..
 QM0365
 QM0365.The geoid height was determined by GEOID03.
 QM0365
 QM0365.The dynamic height is computed by dividing the NAVD 88
 QM0365.geopotential number by the normal gravity value computed on the
 QM0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0365.degrees latitude (g = 980.6199 gals.).
 QM0365
 QM0365.The modeled gravity was interpolated from observed gravity values.
 QM0365
 QM0365;                    North         East    Units  Estimated Accuracy
 QM0365;SPC WI C     -   132,540.      627,360.      MT  (+/- 180 meters Scaled)
 QM0365
 QM0365                          SUPERSEDED SURVEY CONTROL
 QM0365
 QM0365  NGVD 29 (??/??/92)  371.777  (m)         1219.74   (f) ADJ UNCH    2 0
 QM0365
 QM0365.Superseded values are not recommended for survey control.
 QM0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0365.See file dsdata.txt to determine how the superseded data were derived.
 QM0365
 QM0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ910892(NAD 83)
 QM0365_MARKER: DB = BENCH MARK DISK
 QM0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0365_STAMPING: K 39 1934
 QM0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0365+STABILITY: SURFACE MOTION
 QM0365
 QM0365  HISTORY     - Date     Condition        Report By
 QM0365  HISTORY     - 1934     MONUMENTED       CGS
 QM0365  HISTORY     - 1950     MARK NOT FOUND   NGS
 QM0365
 QM0365                          STATION DESCRIPTION
 QM0365
 QM0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 QM0365'AT BROKAW.
 QM0365'AT BROKAW, MARATHON COUNTY, ON THE CHICAGO, MILWAUKEE, ST.
 QM0365'PAUL AND PACIFIC RAILROAD, 40 FEET SOUTH OF THE SOUTH END OF
 QM0365'THE STATION, 17 FEET WEST OF THE CENTERLINE OF THE MAIN TRACK,
 QM0365'AND 3 FEET EAST OF A POLE.  A STANDARD DISK, STAMPED K 39 1934
 QM0365'AND SET IN THE TOP OFA CONCRETE POST.  NOTE-- IT WAS PROBABLY
 QM0365'DESTROYED BY THE CONSTRUCTION OF A NEW PLATFORM AT THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0055 ***********************************************************************
 OM0055  DESIGNATION -  K 4 RESET 1974
 OM0055  PID         -  OM0055
 OM0055  STATE/COUNTY-  WI/WASHINGTON
 OM0055  USGS QUAD   -  WEST BEND (1994)
 OM0055
 OM0055                         *CURRENT SURVEY CONTROL
 OM0055  ___________________________________________________________________
 OM0055* NAD 83(1986)-  43 25 36.     (N)    088 10 55.     (W)     SCALED    
 OM0055* NAVD 88     -       274.80   (meters)     901.6    (feet)  RESET     
 OM0055  ___________________________________________________________________
 OM0055  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 OM0055
 OM0055  VERT ORDER  -  THIRD
 OM0055
 OM0055.The horizontal coordinates were scaled from a topographic map and have
 OM0055.an estimated accuracy of +/- 6 seconds.
 OM0055
 OM0055.The orthometric height was computed from unverified reset data.
 OM0055.No vertical observational check was made to the station.
 OM0055
 OM0055.The geoid height was determined by GEOID03.
 OM0055
 OM0055;                    North         East    Units  Estimated Accuracy
 OM0055;SPC WI S     -   160,090.      747,200.      MT  (+/- 180 meters Scaled)
 OM0055
 OM0055                          SUPERSEDED SURVEY CONTROL
 OM0055
 OM0055.No superseded survey control is available for this station.
 OM0055
 OM0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP043088(NAD 83)
 OM0055_MARKER: DB = BENCH MARK DISK
 OM0055_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OM0055_SP_SET: BRIDGE
 OM0055_STAMPING: K 4 RESET 1974
 OM0055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0055+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2006
 OM0055
 OM0055  HISTORY     - Date     Condition        Report By
 OM0055  HISTORY     - 1974     MONUMENTED       WIHD
 OM0055  HISTORY     - 20031121 GOOD             USPSQD
 OM0055  HISTORY     - 20060514 GOOD             USPSQD
 OM0055
 OM0055                          STATION DESCRIPTION
 OM0055
 OM0055'DESCRIBED BY WI HIGHWAY DEPT 1974
 OM0055'AT WEST BEND.
 OM0055'AT WEST BEND, WASHINGTON COUNTY, ON THE CHICAGO AND NORTH WESTERN
 OM0055'RAILWAY, NORTHEAST OF THE CROSSING OF STATE HIGHWAY 33, ABOUT
 OM0055'150 FEET WEST OF THE TRACK, 30 FEET WEST OF THE WEST CURB
 OM0055'OF THE BOULEVARD FOLLOWING THE EAST BANK OF MILWAUKEE RIVER,
 OM0055'AND IN THE NORTH SIDE OF THE EAST CONCRETE ABUTMENT OF A HIGHWAY
 OM0055'BRIDGE.  PLUG IS SET IN SIDEWALK OF B-66-68 AT THE NORTH END
 OM0055'OF EAST ABUTMENT.
 OM0055
 OM0055                          STATION RECOVERY (2003)
 OM0055
 OM0055'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0055'RECOVERED IN GOOD CONDITION.
 OM0055
 OM0055                          STATION RECOVERY (2006)
 OM0055
 OM0055'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRB)
 OM0055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0039 ***********************************************************************
 QN0039  DESIGNATION -  K 40
 QN0039  PID         -  QN0039
 QN0039  STATE/COUNTY-  WI/PRICE
 QN0039  USGS QUAD   -  PARK FALLS (1984)
 QN0039
 QN0039                         *CURRENT SURVEY CONTROL
 QN0039  ___________________________________________________________________
 QN0039* NAD 83(1986)-  45 54 57.     (N)    090 26 08.     (W)     SCALED    
 QN0039* NAVD 88     -       456.562  (meters)    1497.90   (feet)  ADJUSTED  
 QN0039  ___________________________________________________________________
 QN0039  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 QN0039  DYNAMIC HT  -         456.552 (meters)    1497.87  (feet)  COMP
 QN0039  MODELED GRAV-     980,579.1   (mgal)                       NAVD 88
 QN0039
 QN0039  VERT ORDER  -  SECOND    CLASS 0
 QN0039
 QN0039.The horizontal coordinates were scaled from a topographic map and have
 QN0039.an estimated accuracy of +/- 6 seconds.
 QN0039
 QN0039.The orthometric height was determined by differential leveling
 QN0039.and adjusted by the National Geodetic Survey in June 1991..
 QN0039
 QN0039.The geoid height was determined by GEOID03.
 QN0039
 QN0039.The dynamic height is computed by dividing the NAVD 88
 QN0039.geopotential number by the normal gravity value computed on the
 QN0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0039.degrees latitude (g = 980.6199 gals.).
 QN0039
 QN0039.The modeled gravity was interpolated from observed gravity values.
 QN0039
 QN0039;                    North         East    Units  Estimated Accuracy
 QN0039;SPC WI N     -    83,360.      566,210.      MT  (+/- 180 meters Scaled)
 QN0039
 QN0039                          SUPERSEDED SURVEY CONTROL
 QN0039
 QN0039  NGVD 29 (??/??/92)  456.556  (m)         1497.88   (f) ADJ UNCH    2 0
 QN0039
 QN0039.Superseded values are not recommended for survey control.
 QN0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0039.See file dsdata.txt to determine how the superseded data were derived.
 QN0039
 QN0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL988878(NAD 83)
 QN0039_MARKER: DB = BENCH MARK DISK
 QN0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0039_STAMPING: K 40 1934
 QN0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0039+STABILITY: SURFACE MOTION
 QN0039
 QN0039  HISTORY     - Date     Condition        Report By
 QN0039  HISTORY     - 1934     MONUMENTED       CGS
 QN0039  HISTORY     - 20040810 MARK NOT FOUND   WIDT
 QN0039  HISTORY     - 20041026 MARK NOT FOUND   WIDT
 QN0039
 QN0039                          STATION DESCRIPTION
 QN0039
 QN0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QN0039'1.5 MI S FROM PARK FALLS.
 QN0039'ABOUT 1.5 MILES SOUTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT
 QN0039'ST. MARIE RAILWAY FROM PARK FALLS, PRICE COUNTY, AT THE CROSSING
 QN0039'OF STATE HIGHWAY 13, ABOUT 20 FEET SOUTH OF THE ROAD, 40 FEET
 QN0039'EAST OF THE TRACK, AND 2 FEET NORTH OF A FENCE.  A STANDARD DISK,
 QN0039'STAMPED K 40 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QN0039
 QN0039                          STATION RECOVERY (2004)
 QN0039
 QN0039'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DGD)
 QN0039'THE STATION WAS FOUND DESTROYED.  IT WAS BROKEN INTO PIECES.  THE TOP
 QN0039'PIECE WITH THE DISK COULD NOT BE FOUND.  THE SECOND PIECE WAS TILTED
 QN0039'TO THE NORTHWEST AND BROKEN OFF.  IT WAS ABOUT 18 INCHES LONG.  THE
 QN0039'THIRD PIECE WAS STILL IN THE GROUND.  THE STATION IS ABOUT 49 FEET S
 QN0039'OF THE CENTERLINE OF THE ROAD AND 48 FEET EAST OF THE EAST RAIL.
 QN0039
 QN0039                          STATION RECOVERY (2004)
 QN0039
 QN0039'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0039'AREA OF MONUMENT RECENTLY DUG TO PUT IN NEW POWER POLES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0153 ***********************************************************************
 QN0153  DESIGNATION -  K 41
 QN0153  PID         -  QN0153
 QN0153  STATE/COUNTY-  WI/SAWYER
 QN0153  USGS QUAD   -  LORETTA (1981)
 QN0153
 QN0153                         *CURRENT SURVEY CONTROL
 QN0153  ___________________________________________________________________
 QN0153* NAD 83(1986)-  45 53 15.     (N)    090 48 36.     (W)     SCALED    
 QN0153* NAVD 88     -       460.218  (meters)    1509.90   (feet)  ADJUSTED  
 QN0153  ___________________________________________________________________
 QN0153  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 QN0153  DYNAMIC HT  -         460.207 (meters)    1509.86  (feet)  COMP
 QN0153  MODELED GRAV-     980,576.5   (mgal)                       NAVD 88
 QN0153
 QN0153  VERT ORDER  -  SECOND    CLASS 0
 QN0153
 QN0153.The horizontal coordinates were scaled from a topographic map and have
 QN0153.an estimated accuracy of +/- 6 seconds.
 QN0153
 QN0153.The orthometric height was determined by differential leveling
 QN0153.and adjusted by the National Geodetic Survey in June 1991..
 QN0153
 QN0153.The geoid height was determined by GEOID03.
 QN0153
 QN0153.The dynamic height is computed by dividing the NAVD 88
 QN0153.geopotential number by the normal gravity value computed on the
 QN0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0153.degrees latitude (g = 980.6199 gals.).
 QN0153
 QN0153.The modeled gravity was interpolated from observed gravity values.
 QN0153
 QN0153;                    North         East    Units  Estimated Accuracy
 QN0153;SPC WI N     -    80,440.      537,130.      MT  (+/- 180 meters Scaled)
 QN0153
 QN0153                          SUPERSEDED SURVEY CONTROL
 QN0153
 QN0153  NGVD 29 (??/??/92)  460.226  (m)         1509.92   (f) ADJ UNCH    2 0
 QN0153
 QN0153.Superseded values are not recommended for survey control.
 QN0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0153.See file dsdata.txt to determine how the superseded data were derived.
 QN0153
 QN0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL699838(NAD 83)
 QN0153_MARKER: DB = BENCH MARK DISK
 QN0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0153_STAMPING: K 41 1934
 QN0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0153+STABILITY: SURFACE MOTION
 QN0153
 QN0153  HISTORY     - Date     Condition        Report By
 QN0153  HISTORY     - 1934     MONUMENTED       CGS
 QN0153  HISTORY     - 20041019 MARK NOT FOUND   WIDT
 QN0153
 QN0153                          STATION DESCRIPTION
 QN0153
 QN0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QN0153'1.5 MI E FROM DRAPER.
 QN0153'ABOUT 1.5 MILES EAST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 QN0153'AND OMAHA RAILWAY FROM DRAPER, SAWYER COUNTY, ABOUT 24 1/2 POLES
 QN0153'EAST OF MILEPOST 56, AT A ROAD CROSSING, 42 FEET EAST OF THE
 QN0153'ROAD, AND 30 FEET NORTH OF THE TRACK.  A STANDARD DISK, STAMPED
 QN0153'K 41 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QN0153
 QN0153                          STATION RECOVERY (2004)
 QN0153
 QN0153'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0248 ***********************************************************************
 RM0248  DESIGNATION -  K 42
 RM0248  PID         -  RM0248
 RM0248  STATE/COUNTY-  WI/BAYFIELD
 RM0248  USGS QUAD   -  MASON (1971)
 RM0248
 RM0248                         *CURRENT SURVEY CONTROL
 RM0248  ___________________________________________________________________
 RM0248* NAD 83(1986)-  46 26 33.     (N)    091 03 39.     (W)     SCALED    
 RM0248* NAVD 88     -       295.019  (meters)     967.91   (feet)  ADJUSTED  
 RM0248  ___________________________________________________________________
 RM0248  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 RM0248  DYNAMIC HT  -         295.030 (meters)     967.94  (feet)  COMP
 RM0248  MODELED GRAV-     980,643.2   (mgal)                       NAVD 88
 RM0248
 RM0248  VERT ORDER  -  SECOND    CLASS 0
 RM0248
 RM0248.The horizontal coordinates were scaled from a topographic map and have
 RM0248.an estimated accuracy of +/- 6 seconds.
 RM0248
 RM0248.The orthometric height was determined by differential leveling
 RM0248.and adjusted by the National Geodetic Survey in June 1991..
 RM0248
 RM0248.The geoid height was determined by GEOID03.
 RM0248
 RM0248.The dynamic height is computed by dividing the NAVD 88
 RM0248.geopotential number by the normal gravity value computed on the
 RM0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0248.degrees latitude (g = 980.6199 gals.).
 RM0248
 RM0248.The modeled gravity was interpolated from observed gravity values.
 RM0248
 RM0248;                    North         East    Units  Estimated Accuracy
 RM0248;SPC WI N     -   142,350.      518,490.      MT  (+/- 180 meters Scaled)
 RM0248
 RM0248                          SUPERSEDED SURVEY CONTROL
 RM0248
 RM0248  NGVD 29 (??/??/92)  295.029  (m)          967.94   (f) ADJ UNCH    2 0
 RM0248
 RM0248.Superseded values are not recommended for survey control.
 RM0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0248.See file dsdata.txt to determine how the superseded data were derived.
 RM0248
 RM0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM489450(NAD 83)
 RM0248_MARKER: Z = SEE DESCRIPTION
 RM0248_SETTING: 0 = UNSPECIFIED SETTING
 RM0248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RM0248
 RM0248  HISTORY     - Date     Condition        Report By
 RM0248  HISTORY     - UNK      MONUMENTED       CGS
 RM0248  HISTORY     - 1934     GOOD             NGS
 RM0248  HISTORY     - 1969     POOR             USGS
 RM0248  HISTORY     - 20041209 MARK NOT FOUND   WIDT
 RM0248
 RM0248                          STATION DESCRIPTION
 RM0248
 RM0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RM0248'2 MI N FROM BIBON.
 RM0248'2 MILES NORTH OF BIBON, WISC. ON THE C. ST. P.M. AND O. R.R.
 RM0248'40 FEET EAST OF TRACK ON FENCE LINE 1 POLE SOUTH OF MILE POST
 RM0248'145.  NOTE-- BM IS PROJECTING 1.0 FT ABOVE GROUND AND LEANING
 RM0248'SLIGHTY.
 RM0248
 RM0248                          STATION RECOVERY (1969)
 RM0248
 RM0248'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 RM0248'MARK RECOVERED IN POOR CONDITION.
 RM0248
 RM0248                          STATION RECOVERY (2004)
 RM0248
 RM0248'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 RM0248'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0276 ***********************************************************************
 RM0276  DESIGNATION -  K 43
 RM0276  PID         -  RM0276
 RM0276  STATE/COUNTY-  WI/SAWYER
 RM0276  USGS QUAD   -  HAYWARD (1979)
 RM0276
 RM0276                         *CURRENT SURVEY CONTROL
 RM0276  ___________________________________________________________________
 RM0276* NAD 83(1986)-  46 00 58.     (N)    091 29 11.     (W)     SCALED    
 RM0276* NAVD 88     -       370.856  (meters)    1216.72   (feet)  ADJUSTED  
 RM0276  ___________________________________________________________________
 RM0276  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 RM0276  DYNAMIC HT  -         370.860 (meters)    1216.73  (feet)  COMP
 RM0276  MODELED GRAV-     980,614.6   (mgal)                       NAVD 88
 RM0276
 RM0276  VERT ORDER  -  SECOND    CLASS 0
 RM0276
 RM0276.The horizontal coordinates were scaled from a topographic map and have
 RM0276.an estimated accuracy of +/- 6 seconds.
 RM0276
 RM0276.The orthometric height was determined by differential leveling
 RM0276.and adjusted by the National Geodetic Survey in June 1991..
 RM0276
 RM0276.The geoid height was determined by GEOID03.
 RM0276
 RM0276.The dynamic height is computed by dividing the NAVD 88
 RM0276.geopotential number by the normal gravity value computed on the
 RM0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0276.degrees latitude (g = 980.6199 gals.).
 RM0276
 RM0276.The modeled gravity was interpolated from observed gravity values.
 RM0276
 RM0276;                    North         East    Units  Estimated Accuracy
 RM0276;SPC WI N     -    95,490.      484,910.      MT  (+/- 180 meters Scaled)
 RM0276
 RM0276                          SUPERSEDED SURVEY CONTROL
 RM0276
 RM0276  NGVD 29 (??/??/92)  370.877  (m)         1216.79   (f) ADJ UNCH    2 0
 RM0276
 RM0276.Superseded values are not recommended for survey control.
 RM0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0276.See file dsdata.txt to determine how the superseded data were derived.
 RM0276
 RM0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL171969(NAD 83)
 RM0276_MARKER: Z = SEE DESCRIPTION
 RM0276_SETTING: 0 = UNSPECIFIED SETTING
 RM0276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RM0276
 RM0276  HISTORY     - Date     Condition        Report By
 RM0276  HISTORY     - UNK      MONUMENTED       CGS
 RM0276  HISTORY     - 1934     GOOD             NGS
 RM0276  HISTORY     - 1979     MARK NOT FOUND   NGS
 RM0276  HISTORY     - 20041201 MARK NOT FOUND   WIDT
 RM0276
 RM0276                          STATION DESCRIPTION
 RM0276
 RM0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RM0276'IN HAYWARD.
 RM0276'IN SAWYWER COUNTY COURT HOUSE YARD, IN THE SOUTHEAST CORNER, 35
 RM0276'FEET FROM STREET INTERSECTION, 10 FEET WEST OF THE EAST SIDE OF
 RM0276'LAWN, 15 FEET NORTH OF THE MAIN STREET SIDEWALK AND 5 FEET NORTH
 RM0276'OF THE WALK IN LAWN LEADING TO COURT HOUSE, 60 FEET SOUTH EAST
 RM0276'OF THE BUILDING.
 RM0276
 RM0276                          STATION RECOVERY (1979)
 RM0276
 RM0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RM0276'MARK NOT FOUND.
 RM0276
 RM0276                          STATION RECOVERY (2004)
 RM0276
 RM0276'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 RM0276'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0277 ***********************************************************************
 RM0277  DESIGNATION -  K 43 RESET
 RM0277  PID         -  RM0277
 RM0277  STATE/COUNTY-  WI/SAWYER
 RM0277  USGS QUAD   -  HAYWARD (1979)
 RM0277
 RM0277                         *CURRENT SURVEY CONTROL
 RM0277  ___________________________________________________________________
 RM0277* NAD 83(1997)-  46 00 59.41192(N)    091 29 12.49738(W)     ADJUSTED  
 RM0277* NAVD 88     -       371.011  (meters)    1217.23   (feet)  ADJUSTED  
 RM0277  ___________________________________________________________________
 RM0277  X           -    -115,131.806 (meters)                     COMP
 RM0277  Y           -  -4,435,744.173 (meters)                     COMP
 RM0277  Z           -   4,566,767.879 (meters)                     COMP
 RM0277  LAPLACE CORR-          -8.08  (seconds)                    DEFLEC99
 RM0277  ELLIP HEIGHT-         342.26  (meters)          (09/30/02) GPS OBS
 RM0277  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 RM0277  DYNAMIC HT  -         371.015 (meters)    1217.24  (feet)  COMP
 RM0277  MODELED GRAV-     980,614.6   (mgal)                       NAVD 88
 RM0277
 RM0277  HORZ ORDER  -  FIRST
 RM0277  VERT ORDER  -  FIRST     CLASS II
 RM0277  ELLP ORDER  -  FOURTH    CLASS I
 RM0277
 RM0277.The horizontal coordinates were established by GPS observations
 RM0277.and adjusted by the National Geodetic Survey in September 2002..
 RM0277
 RM0277.The orthometric height was determined by differential leveling
 RM0277.and adjusted by the National Geodetic Survey in June 1991..
 RM0277
 RM0277.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RM0277
 RM0277.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0277
 RM0277.The ellipsoidal height was determined by GPS observations
 RM0277.and is referenced to NAD 83.
 RM0277
 RM0277.The geoid height was determined by GEOID03.
 RM0277
 RM0277.The dynamic height is computed by dividing the NAVD 88
 RM0277.geopotential number by the normal gravity value computed on the
 RM0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0277.degrees latitude (g = 980.6199 gals.).
 RM0277
 RM0277.The modeled gravity was interpolated from observed gravity values.
 RM0277
 RM0277;                    North         East     Units Scale Factor Converg.
 RM0277;SPC WI N     -    95,531.688   484,874.056   MT  0.99994882   -1 04 21.1
 RM0277;SPC WI N     -   313,423.55  1,590,790.97   sFT  0.99994882   -1 04 21.1
 RM0277;UTM  15      - 5,096,994.224   617,134.900   MT  0.99976867   +1 05 20.1
 RM0277
 RM0277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0277!SPC WI N     -   0.99994635  x   0.99994882  =   0.99989517
 RM0277!UTM  15      -   0.99994635  x   0.99976867  =   0.99971503
 RM0277
 RM0277                          SUPERSEDED SURVEY CONTROL
 RM0277
 RM0277  NAD 83(1991)-  46 00 59.41170(N)    091 29 12.49678(W) AD(       ) 1
 RM0277  ELLIP H (08/19/91)  342.24   (m)                       GP(       ) 4 1
 RM0277  NGVD 29 (08/19/91)  371.03   (m)         1217.3    (f) LEVELING    3  
 RM0277
 RM0277.Superseded values are not recommended for survey control.
 RM0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0277.See file dsdata.txt to determine how the superseded data were derived.
 RM0277
 RM0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1713596994(NAD 83)
 RM0277_MARKER: DB = BENCH MARK DISK
 RM0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0277_SP_SET: CONCRETE POST
 RM0277_STAMPING: K 43 RESET 1962
 RM0277_MARK LOGO: CGS   
 RM0277_PROJECTION: FLUSH
 RM0277_MAGNETIC: N = NO MAGNETIC MATERIAL
 RM0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0277+STABILITY: SURFACE MOTION
 RM0277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0277+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1990
 RM0277
 RM0277  HISTORY     - Date     Condition        Report By
 RM0277  HISTORY     - 1962     MONUMENTED       CGS
 RM0277  HISTORY     - 1970     GOOD             NGS
 RM0277  HISTORY     - 1979     GOOD             NGS
 RM0277  HISTORY     - 19900911 GOOD             NGS
 RM0277  HISTORY     - 19970910 MARK NOT FOUND   NGS
 RM0277  HISTORY     - 20041201 MARK NOT FOUND   WIDT
 RM0277
 RM0277                          STATION DESCRIPTION
 RM0277
 RM0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 RM0277'AT HAYWARD.
 RM0277'AT HAYWARD, IN FRONT OF THE SAWYER COUNTY COURTHOUSE, 24 FT W
 RM0277'AND IN LINE WITH CENTER HANDRAIL TO FRONT ENTRANCE TO COURTHOUSE,
 RM0277'15 FT E OF FLAGPOLE.  1.0 FT W OF CONCRETE SIDEWALK, ON TOP OF
 RM0277'CONCRETE POST A STANDARD TABLET, STAMPED K 43 RESET 1962 SET
 RM0277'FLUSH WITH GROUND.
 RM0277
 RM0277                          STATION RECOVERY (1979)
 RM0277
 RM0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RM0277'RECOVERED IN GOOD CONDITION.
 RM0277
 RM0277                          STATION RECOVERY (1990)
 RM0277
 RM0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 RM0277'THE STATION IS LOCATED IN THE TOWN OF HAYWARD AND IN THE WEST LAWN OF
 RM0277'THE SAWYER COUNTY COURTHOUSE.  OWNERSHIP--CITY OF HAWYARD, HAWYARD,
 RM0277'WISCONSIN 54834, PHONE 715-634-4866.
 RM0277'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 63 AND MAIN
 RM0277'STREET IN HAYWARD, GO NORTH ON MAIN STREET FOR 0.4 KM (0.2 MI) TO THE
 RM0277'SAWYER COUNTY COURTHOUSE ON THE RIGHT AND THE STATION EAST OF THE
 RM0277'FLAG POLE AT THE EDGE OF THE SIDEWALK.
 RM0277'THE STATION IS LOCATED 7.4 M (24.3 FT) WEST OF A HANDRAIL, 4.5 M
 RM0277'(14.8 FT) EAST OF THE FLAG POLE AND 0.31 M (1.02 FT) WEST OF THE WEST
 RM0277'EDGE OF A CONCRETE WALKWAY IN FRONT OF THE COURTHOUSE.
 RM0277
 RM0277                          STATION RECOVERY (1997)
 RM0277
 RM0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 RM0277'THE STATION WAS SEARCHED FOR BUT NOT FOUND AND IS BELIEVED TO HAVE
 RM0277'BEEN DESTROYED DURING REMOVAL AND REPLACEMENT OF A SIDEWALK IN FRONT
 RM0277'OF THE COURTHOUSE.
 RM0277
 RM0277                          STATION RECOVERY (2004)
 RM0277
 RM0277'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 RM0277'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RN0257 ***********************************************************************
 RN0257  DESIGNATION -  K 44
 RN0257  PID         -  RN0257
 RN0257  STATE/COUNTY-  WI/DOUGLAS
 RN0257  USGS QUAD   -  SUPERIOR (1994)
 RN0257
 RN0257                         *CURRENT SURVEY CONTROL
 RN0257  ___________________________________________________________________
 RN0257* NAD 83(1986)-  46 42 12.     (N)    092 03 17.     (W)     SCALED    
 RN0257* NAVD 88     -       195.880  (meters)     642.65   (feet)  ADJUSTED  
 RN0257  ___________________________________________________________________
 RN0257  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 RN0257  DYNAMIC HT  -         195.905 (meters)     642.73  (feet)  COMP
 RN0257  MODELED GRAV-     980,735.0   (mgal)                       NAVD 88
 RN0257
 RN0257  VERT ORDER  -  FIRST     CLASS II
 RN0257
 RN0257.The horizontal coordinates were scaled from a topographic map and have
 RN0257.an estimated accuracy of +/- 6 seconds.
 RN0257
 RN0257.The orthometric height was determined by differential leveling
 RN0257.and adjusted by the National Geodetic Survey in June 1991..
 RN0257
 RN0257.The geoid height was determined by GEOID03.
 RN0257
 RN0257.The dynamic height is computed by dividing the NAVD 88
 RN0257.geopotential number by the normal gravity value computed on the
 RN0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0257.degrees latitude (g = 980.6199 gals.).
 RN0257
 RN0257.The modeled gravity was interpolated from observed gravity values.
 RN0257
 RN0257;                    North         East    Units  Estimated Accuracy
 RN0257;SPC WI N     -   172,830.      442,880.      MT  (+/- 180 meters Scaled)
 RN0257
 RN0257                          SUPERSEDED SURVEY CONTROL
 RN0257
 RN0257  NGVD 29 (??/??/92)  195.886  (m)          642.67   (f) ADJ UNCH    1 2
 RN0257
 RN0257.Superseded values are not recommended for survey control.
 RN0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0257.See file dsdata.txt to determine how the superseded data were derived.
 RN0257
 RN0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM722726(NAD 83)
 RN0257_MARKER: DB = BENCH MARK DISK
 RN0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0257_STAMPING: K 44 1934
 RN0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0257+STABILITY: SURFACE MOTION
 RN0257
 RN0257  HISTORY     - Date     Condition        Report By
 RN0257  HISTORY     - 1934     MONUMENTED       CGS
 RN0257  HISTORY     - 1954     POOR             USGS
 RN0257  HISTORY     - 1982     MARK NOT FOUND   NGS
 RN0257
 RN0257                          STATION DESCRIPTION
 RN0257
 RN0257'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 RN0257'IN SUPERIOR EAST END.
 RN0257'AT SUPERIOR EAST END, DOUGLAS COUNTY, ON THE CHICAGO AND NORTH WESTERN
 RN0257'RAILWAY, 39 YARDS EAST OF THE EAST END OF THE STATION, 13 YARDS EAST
 RN0257'OF A ROAD CROSSING, 9 YARDS NORTH OF THE CENTERLINE OF THE TRACK, AND
 RN0257'2 FEET WEST OF THE EDGE OF A SIDEWALK.  A STANDARD DISK, STAMPED K 44
 RN0257'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS MARK HAS BEEN
 RN0257'STRUCK, APPARENTLY BY A CAR, AND IS NOW LEANING AT A 10 DEG ANGLE.
 RN0257
 RN0257                          STATION RECOVERY (1982)
 RN0257
 RN0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RN0257'NOT RECOVERED, TAKEN OUT BY RAILROAD EQUIPMENT, RAILROAD STATION HAS
 RN0257'BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0273 ***********************************************************************
 QN0273  DESIGNATION -  K 45
 QN0273  PID         -  QN0273
 QN0273  STATE/COUNTY-  WI/WASHBURN
 QN0273  USGS QUAD   -  TREGO (1982)
 QN0273
 QN0273                         *CURRENT SURVEY CONTROL
 QN0273  ___________________________________________________________________
 QN0273* NAD 83(1986)-  45 55 41.     (N)    091 48 50.     (W)     SCALED    
 QN0273* NAVD 88     -       330.844  (meters)    1085.44   (feet)  ADJUSTED  
 QN0273  ___________________________________________________________________
 QN0273  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 QN0273  DYNAMIC HT  -         330.843 (meters)    1085.44  (feet)  COMP
 QN0273  MODELED GRAV-     980,603.1   (mgal)                       NAVD 88
 QN0273
 QN0273  VERT ORDER  -  SECOND    CLASS 0
 QN0273
 QN0273.The horizontal coordinates were scaled from a topographic map and have
 QN0273.an estimated accuracy of +/- 6 seconds.
 QN0273
 QN0273.The orthometric height was determined by differential leveling
 QN0273.and adjusted by the National Geodetic Survey in June 1991..
 QN0273
 QN0273.The geoid height was determined by GEOID03.
 QN0273
 QN0273.The dynamic height is computed by dividing the NAVD 88
 QN0273.geopotential number by the normal gravity value computed on the
 QN0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0273.degrees latitude (g = 980.6199 gals.).
 QN0273
 QN0273.The modeled gravity was interpolated from observed gravity values.
 QN0273
 QN0273;                    North         East    Units  Estimated Accuracy
 QN0273;SPC WI N     -    86,230.      459,330.      MT  (+/- 180 meters Scaled)
 QN0273
 QN0273                          SUPERSEDED SURVEY CONTROL
 QN0273
 QN0273  NGVD 29 (??/??/92)  330.819  (m)         1085.36   (f) ADJ UNCH    2 0
 QN0273
 QN0273.Superseded values are not recommended for survey control.
 QN0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0273.See file dsdata.txt to determine how the superseded data were derived.
 QN0273
 QN0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL919867(NAD 83)
 QN0273_MARKER: DB = BENCH MARK DISK
 QN0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0273_STAMPING: K 45 1934
 QN0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0273+STABILITY: SURFACE MOTION
 QN0273
 QN0273  HISTORY     - Date     Condition        Report By
 QN0273  HISTORY     - 1934     MONUMENTED       CGS
 QN0273  HISTORY     - 1967     POOR             LOCENG
 QN0273  HISTORY     - 1980     MARK NOT FOUND   USGS
 QN0273  HISTORY     - 20041117 MARK NOT FOUND   WIDT
 QN0273
 QN0273                          STATION DESCRIPTION
 QN0273
 QN0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QN0273'1.9 MI N FROM TREGO.
 QN0273'ABOUT 1.9 MILES NORTH ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 QN0273'AND OMAHA RAILWAY FROM THE STATION AT TREGO, WASHBURN COUNTY,
 QN0273'ABOUT 9 RAILS SOUTH OF MILEPOST 2, AT A ROAD CROSSING, 54 FEET
 QN0273'SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT 40 FEET WEST OF THE
 QN0273'TRACK, AND 1 1/2 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A
 QN0273'STANDARD DISK, STAMPED K 45 1934 AND SET IN THE TOP OF A CONCRETE
 QN0273'POST.
 QN0273
 QN0273                          STATION RECOVERY (1967)
 QN0273
 QN0273'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967
 QN0273'MARK RECOVERED IN POOR CONDITION.
 QN0273
 QN0273                          STATION RECOVERY (1980)
 QN0273
 QN0273'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 QN0273'AREA HAS BEEN, PROBABLY DESTROYED DISTURBED
 QN0273
 QN0273                          STATION RECOVERY (2004)
 QN0273
 QN0273'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 QN0273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO0293 ***********************************************************************
 QO0293  DESIGNATION -  K 47
 QO0293  PID         -  QO0293
 QO0293  STATE/COUNTY-  WI/BURNETT
 QO0293  USGS QUAD   -  GRANTSBURG (1982)
 QO0293
 QO0293                         *CURRENT SURVEY CONTROL
 QO0293  ___________________________________________________________________
 QO0293* NAD 83(1986)-  45 46 20.     (N)    092 39 40.     (W)     SCALED    
 QO0293* NAVD 88     -       284.109  (meters)     932.11   (feet)  ADJUSTED  
 QO0293  ___________________________________________________________________
 QO0293  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 QO0293  DYNAMIC HT  -         284.125 (meters)     932.17  (feet)  COMP
 QO0293  MODELED GRAV-     980,661.4   (mgal)                       NAVD 88
 QO0293
 QO0293  VERT ORDER  -  SECOND    CLASS 0
 QO0293
 QO0293.The horizontal coordinates were scaled from a topographic map and have
 QO0293.an estimated accuracy of +/- 6 seconds.
 QO0293
 QO0293.The orthometric height was determined by differential leveling
 QO0293.and adjusted by the National Geodetic Survey in June 1991..
 QO0293
 QO0293.The geoid height was determined by GEOID03.
 QO0293
 QO0293.The dynamic height is computed by dividing the NAVD 88
 QO0293.geopotential number by the normal gravity value computed on the
 QO0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0293.degrees latitude (g = 980.6199 gals.).
 QO0293
 QO0293.The modeled gravity was interpolated from observed gravity values.
 QO0293
 QO0293;                    North         East    Units  Estimated Accuracy
 QO0293;SPC WI N     -    70,770.      393,060.      MT  (+/- 180 meters Scaled)
 QO0293
 QO0293                          SUPERSEDED SURVEY CONTROL
 QO0293
 QO0293  NGVD 29 (??/??/92)  284.076  (m)          932.01   (f) ADJ UNCH    2 0
 QO0293
 QO0293.Superseded values are not recommended for survey control.
 QO0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0293.See file dsdata.txt to determine how the superseded data were derived.
 QO0293
 QO0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL263687(NAD 83)
 QO0293_MARKER: DB = BENCH MARK DISK
 QO0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0293_STAMPING: K 47 1934
 QO0293_PROJECTION: FLUSH
 QO0293_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0293+STABILITY: SURFACE MOTION
 QO0293
 QO0293  HISTORY     - Date     Condition        Report By
 QO0293  HISTORY     - 1934     MONUMENTED       CGS
 QO0293  HISTORY     - 19930609 POOR             WI-013
 QO0293  HISTORY     - 19970908 MARK NOT FOUND   NGS
 QO0293  HISTORY     - 20041117 MARK NOT FOUND   WIDT
 QO0293
 QO0293                          STATION DESCRIPTION
 QO0293
 QO0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QO0293'1 MI E FROM GRANTSBURG.
 QO0293'ALONG STATE HIGHWAY NO. 70, 48 FT SOUTH OF CENTER LINE OF.  5 FT SOUTH
 QO0293'AND 1 FT EAST OF PASTURE FENCE, 5 FT SOUTH OF POINT DIRECTLY UNDER
 QO0293'TELEPHONE LINE.
 QO0293
 QO0293                          STATION RECOVERY (1993)
 QO0293
 QO0293'RECOVERY NOTE BY BURNETT COUNTY WISCONSIN 1993
 QO0293'RECOVERY NOTE-FOUND LEANING SOUTH-CONSIDER MONUMENT USELESS.
 QO0293
 QO0293                          STATION RECOVERY (1997)
 QO0293
 QO0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 QO0293'THE STATION WAS SEARCHED FOR BUT NOT FOUND.
 QO0293
 QO0293                          STATION RECOVERY (2004)
 QO0293
 QO0293'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 QO0293'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0146 ***********************************************************************
 PN0146  DESIGNATION -  K 5
 PN0146  PID         -  PN0146
 PN0146  STATE/COUNTY-  WI/WINNEBAGO
 PN0146  USGS QUAD   -  NEENAH (1992)
 PN0146
 PN0146                         *CURRENT SURVEY CONTROL
 PN0146  ___________________________________________________________________
 PN0146* NAD 83(1986)-  44 11 50.     (N)    088 27 36.     (W)     SCALED    
 PN0146* NAVD 88     -       226.813  (meters)     744.14   (feet)  ADJUSTED  
 PN0146  ___________________________________________________________________
 PN0146  GEOID HEIGHT-         -36.30  (meters)                     GEOID03
 PN0146  DYNAMIC HT  -         226.773 (meters)     744.00  (feet)  COMP
 PN0146  MODELED GRAV-     980,438.2   (mgal)                       NAVD 88
 PN0146
 PN0146  VERT ORDER  -  FIRST     CLASS 0
 PN0146
 PN0146.The horizontal coordinates were scaled from a topographic map and have
 PN0146.an estimated accuracy of +/- 6 seconds.
 PN0146
 PN0146.The orthometric height was determined by differential leveling
 PN0146.and adjusted by the National Geodetic Survey in June 1991..
 PN0146
 PN0146.The geoid height was determined by GEOID03.
 PN0146
 PN0146.The dynamic height is computed by dividing the NAVD 88
 PN0146.geopotential number by the normal gravity value computed on the
 PN0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0146.degrees latitude (g = 980.6199 gals.).
 PN0146
 PN0146.The modeled gravity was interpolated from observed gravity values.
 PN0146
 PN0146;                    North         East    Units  Estimated Accuracy
 PN0146;SPC WI S     -   245,240.      723,100.      MT  (+/- 180 meters Scaled)
 PN0146
 PN0146                          SUPERSEDED SURVEY CONTROL
 PN0146
 PN0146.No superseded survey control is available for this station.
 PN0146
 PN0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP833948(NAD 83)
 PN0146_MARKER: DB = BENCH MARK DISK
 PN0146_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PN0146_SP_SET: BRIDGE ABUTMENT
 PN0146_STAMPING: K5 1930
 PN0146_MARK LOGO: CGS   
 PN0146_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0146_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0146+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2005
 PN0146
 PN0146  HISTORY     - Date     Condition        Report By
 PN0146  HISTORY     - 1930     MONUMENTED       CGS
 PN0146  HISTORY     - 1934     GOOD             NGS
 PN0146  HISTORY     - 1954     MARK NOT FOUND   NGS
 PN0146  HISTORY     - 1974     GOOD             NOS
 PN0146  HISTORY     - 1990     GOOD             USPSQD
 PN0146  HISTORY     - 20020208 GOOD             WIDT
 PN0146  HISTORY     - 20031212 GOOD             USPSQD
 PN0146  HISTORY     - 20050706 GOOD             WIDT
 PN0146
 PN0146                          STATION DESCRIPTION
 PN0146
 PN0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PN0146'AT MANASHA.
 PN0146'AT MANASHA, WINNEBAGO COUNTY, ON THE CHICAGO AND NORTH WESTERN
 PN0146'RAILWAY, ABOUT 130 YARDS WEST OF GARFIELD AVENUE, AT A BRIDGE,
 PN0146'IN THE SOUTHWEST CORNER OF THE SOUTHEAST ABUTMENT, 28.3 FEET
 PN0146'SOUTHWEST OF THE WEST RAIL, AND 6.5 FEET NORTHEAST OF THE SOUTHWEST
 PN0146'EDGE OF THE ABUTMENT.  A STANDARD DISK, STAMPED 744.241 K 5 1930.
 PN0146
 PN0146                          STATION RECOVERY (1954)
 PN0146
 PN0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 PN0146'MARK NOT FOUND.
 PN0146
 PN0146                          STATION RECOVERY (1974)
 PN0146
 PN0146'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1974
 PN0146'ESTABLISHED BY THE UNITED STATES COAST AND GEODETIC SURVEY, IS AT
 PN0146'MENASHA, WINNEBAGO COUNTY, WISCONSIN, ON THE CHICAGO AND NORTH
 PN0146'WESTERN RAILWAY, ABOUT 400 FT. NORTH OF T INTERSECTION OF RAILROAD
 PN0146'ST. AND GARFIELD AVENUE, AT A BRIDGE SET IN SOUTHWEST CORNER OF THE
 PN0146'SOUTHWEST CONCRETE ABUTMENT, 28.3 FT. SOUTHWEST OF THE WEST RAIL OF
 PN0146'THE TRACK, 6.5 FT. NORTHEAST OF THE SOUTHWEST FACE OF THE ABUTMENT.
 PN0146
 PN0146                          STATION RECOVERY (1990)
 PN0146
 PN0146'RECOVERY NOTE BY US POWER SQUADRON 1990 (WB)
 PN0146'RECOVERED IN GOOD CONDITION.
 PN0146
 PN0146                          STATION RECOVERY (2002)
 PN0146
 PN0146'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (DJH)
 PN0146'THE STATION IS LOCATED IN MENASHA.  OWNERSHIP--WISCONSIN CENTRAL
 PN0146'LIMITED RAILROAD.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 PN0146'HIGHWAY 47 (DE PERE STREET) WITH STATE HIGHWAY 114 (3RD STREET) IN
 PN0146'THE CITY OF MENASHA, GO WEST THEN SOUTH ON STATE HIGHWAY 114 (3RD
 PN0146'STREET) FOR 2.0 KM TO GARFIELD STREET, TURN RIGHT AND GO WEST ON
 PN0146'GARFIELD STREET FOR 0.2 KM TO RAILROAD STREET ON THE LEFT AND THE
 PN0146'STATION ON THE RIGHT.  THE STATION IS A BRONZE US COAST AND GEODETIC
 PN0146'SURVEY BENCH MARK DISK SET IN THE SOUTHWEST END OF THE SOUTH ABUTMENT
 PN0146'OF RAILROAD BRIDGE --364-- AND ABOUT 1 M BELOW THE LEVEL OF THE
 PN0146'TRACKS.  THE STATION IS 113 M NORTH-NORTHWEST OF THE CENTERLINE OF
 PN0146'GARFIELD STREET, 8.8 M WEST OF THE WEST RAIL, 6.8 M WEST OF A WHITE
 PN0146'PLASTIC WITNESS POST, 2.5 M EAST OF A CHAINLINK FENCE, AND 0.3 M
 PN0146'SOUTH OF AN ORANGE FIBERGLASS WITNESS POST. ---NOTE---THIS STATION IS
 PN0146'NOT SUITABLE FOR GPS OBSERSVATIONS DUE TO OVERHEAD TREES.
 PN0146
 PN0146                          STATION RECOVERY (2003)
 PN0146
 PN0146'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0146'RECOVERED IN GOOD CONDITION.
 PN0146
 PN0146                          STATION RECOVERY (2005)
 PN0146
 PN0146'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PN0146'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO0055 ***********************************************************************
 QO0055  DESIGNATION -  K 50
 QO0055  PID         -  QO0055
 QO0055  STATE/COUNTY-  WI/ST CROIX
 QO0055  USGS QUAD   -  GLENWOOD CITY (1975)
 QO0055
 QO0055                         *CURRENT SURVEY CONTROL
 QO0055  ___________________________________________________________________
 QO0055* NAD 83(1986)-  45 03 40.     (N)    092 13 04.     (W)     SCALED    
 QO0055* NAVD 88     -       354.974  (meters)    1164.61   (feet)  ADJUSTED  
 QO0055  ___________________________________________________________________
 QO0055  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 QO0055  DYNAMIC HT  -         354.923 (meters)    1164.44  (feet)  COMP
 QO0055  MODELED GRAV-     980,464.5   (mgal)                       NAVD 88
 QO0055
 QO0055  VERT ORDER  -  SECOND    CLASS 0
 QO0055
 QO0055.The horizontal coordinates were scaled from a topographic map and have
 QO0055.an estimated accuracy of +/- 6 seconds.
 QO0055
 QO0055.The orthometric height was determined by differential leveling
 QO0055.and adjusted by the National Geodetic Survey in June 1991..
 QO0055
 QO0055.The geoid height was determined by GEOID03.
 QO0055
 QO0055.The dynamic height is computed by dividing the NAVD 88
 QO0055.geopotential number by the normal gravity value computed on the
 QO0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0055.degrees latitude (g = 980.6199 gals.).
 QO0055
 QO0055.The modeled gravity was interpolated from observed gravity values.
 QO0055
 QO0055;                    North         East    Units  Estimated Accuracy
 QO0055;SPC WI C     -   138,820.      425,350.      MT  (+/- 180 meters Scaled)
 QO0055
 QO0055                          SUPERSEDED SURVEY CONTROL
 QO0055
 QO0055  NGVD 29 (??/??/92)  354.920  (m)         1164.43   (f) ADJ UNCH    2 0
 QO0055
 QO0055.Superseded values are not recommended for survey control.
 QO0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0055.See file dsdata.txt to determine how the superseded data were derived.
 QO0055
 QO0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK615900(NAD 83)
 QO0055_MARKER: DB = BENCH MARK DISK
 QO0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0055+STABILITY: SURFACE MOTION
 QO0055
 QO0055  HISTORY     - Date     Condition        Report By
 QO0055  HISTORY     - UNK      MONUMENTED       CGS
 QO0055  HISTORY     - 1934     GOOD             NGS
 QO0055  HISTORY     - 1975     MARK NOT FOUND   USGS
 QO0055  HISTORY     - 20031209 MARK NOT FOUND   WIDT
 QO0055
 QO0055                          STATION DESCRIPTION
 QO0055
 QO0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QO0055'2.8 MI W FROM GLENWOOD.
 QO0055'2.8 MILES WEST OF GLENWOOD DEPOT 36 FEET SOUTH OF CENTER OF MAIN TRACK
 QO0055'OF SOO RY.  45 FEET EAST OF CENTER OF HIGHWAY NO. 79 12 FEET EAST OF
 QO0055'TELEPHONE POLE 9 FEET NORTHEAST OF FENCE CORNER AT MILE POST 395.9.
 QO0055
 QO0055                          STATION RECOVERY (1975)
 QO0055
 QO0055'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 QO0055'MARK NOT FOUND.
 QO0055
 QO0055                          STATION RECOVERY (2003)
 QO0055
 QO0055'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 QO0055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0276 ***********************************************************************
 PO0276  DESIGNATION -  K 51
 PO0276  PID         -  PO0276
 PO0276  STATE/COUNTY-  WI/CHIPPEWA
 PO0276  USGS QUAD   -  ALBERTVILLE (1972)
 PO0276
 PO0276                         *CURRENT SURVEY CONTROL
 PO0276  ___________________________________________________________________
 PO0276* NAD 83(1986)-  44 55 53.     (N)    091 30 34.     (W)     SCALED    
 PO0276* NAVD 88     -       284.602  (meters)     933.73   (feet)  ADJUSTED  
 PO0276  ___________________________________________________________________
 PO0276  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 PO0276  DYNAMIC HT  -         284.573 (meters)     933.64  (feet)  COMP
 PO0276  MODELED GRAV-     980,507.7   (mgal)                       NAVD 88
 PO0276
 PO0276  VERT ORDER  -  SECOND    CLASS 0
 PO0276
 PO0276.The horizontal coordinates were scaled from a topographic map and have
 PO0276.an estimated accuracy of +/- 6 seconds.
 PO0276
 PO0276.The orthometric height was determined by differential leveling
 PO0276.and adjusted by the National Geodetic Survey in June 1991..
 PO0276
 PO0276.The geoid height was determined by GEOID03.
 PO0276
 PO0276.The dynamic height is computed by dividing the NAVD 88
 PO0276.geopotential number by the normal gravity value computed on the
 PO0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0276.degrees latitude (g = 980.6199 gals.).
 PO0276
 PO0276.The modeled gravity was interpolated from observed gravity values.
 PO0276
 PO0276;                    North         East    Units  Estimated Accuracy
 PO0276;SPC WI C     -   123,120.      480,860.      MT  (+/- 180 meters Scaled)
 PO0276
 PO0276                          SUPERSEDED SURVEY CONTROL
 PO0276
 PO0276  NGVD 29 (??/??/92)  284.586  (m)          933.68   (f) ADJ UNCH    2 0
 PO0276
 PO0276.Superseded values are not recommended for survey control.
 PO0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0276.See file dsdata.txt to determine how the superseded data were derived.
 PO0276
 PO0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK176764(NAD 83)
 PO0276_MARKER: DB = BENCH MARK DISK
 PO0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0276+STABILITY: SURFACE MOTION
 PO0276
 PO0276  HISTORY     - Date     Condition        Report By
 PO0276  HISTORY     - UNK      MONUMENTED       CGS
 PO0276  HISTORY     - 1934     GOOD             NGS
 PO0276  HISTORY     - 1972     MARK NOT FOUND   USGS
 PO0276  HISTORY     - 20031204 MARK NOT FOUND   WIDT
 PO0276
 PO0276                          STATION DESCRIPTION
 PO0276
 PO0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PO0276'6 MI W FROM CHIPPEWA FALLS.
 PO0276'SIX MILES WEST OF CHIPPEWA FALLS DEPOT 30 FEET NORTH OF CENTER
 PO0276'OF MAIN TRACK OF SOO RY., 45 FEET EAST OF CENTER OF ROAD, 3 FEET
 PO0276'WEST OF TELEPHONE POLE, 5 POLES EAST OF MILE POST 357
 PO0276
 PO0276                          STATION RECOVERY (1972)
 PO0276
 PO0276'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 PO0276'MARK NOT FOUND.
 PO0276
 PO0276                          STATION RECOVERY (2003)
 PO0276
 PO0276'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0276'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP0100 ***********************************************************************
 PP0100  DESIGNATION -  K 52
 PP0100  PID         -  PP0100
 PP0100  STATE/COUNTY-  WI/BUFFALO
 PP0100  USGS QUAD   -  WABASHA NORTH (1974)
 PP0100
 PP0100                         *CURRENT SURVEY CONTROL
 PP0100  ___________________________________________________________________
 PP0100* NAD 83(1986)-  44 27 29.     (N)    092 03 32.     (W)     SCALED    
 PP0100* NAVD 88     -       206.629  (meters)     677.92   (feet)  ADJUSTED  
 PP0100  ___________________________________________________________________
 PP0100  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 PP0100  DYNAMIC HT  -         206.602 (meters)     677.83  (feet)  COMP
 PP0100  MODELED GRAV-     980,482.5   (mgal)                       NAVD 88
 PP0100
 PP0100  VERT ORDER  -  SECOND    CLASS 0
 PP0100
 PP0100.The horizontal coordinates were scaled from a topographic map and have
 PP0100.an estimated accuracy of +/- 6 seconds.
 PP0100
 PP0100.The orthometric height was determined by differential leveling
 PP0100.and adjusted by the National Geodetic Survey in June 1991..
 PP0100
 PP0100.The geoid height was determined by GEOID03.
 PP0100
 PP0100.The dynamic height is computed by dividing the NAVD 88
 PP0100.geopotential number by the normal gravity value computed on the
 PP0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0100.degrees latitude (g = 980.6199 gals.).
 PP0100
 PP0100.The modeled gravity was interpolated from observed gravity values.
 PP0100
 PP0100;                    North         East    Units  Estimated Accuracy
 PP0100;SPC WI C     -    71,500.      436,160.      MT  (+/- 180 meters Scaled)
 PP0100
 PP0100                          SUPERSEDED SURVEY CONTROL
 PP0100
 PP0100  NGVD 29 (??/??/92)  206.581  (m)          677.76   (f) ADJ UNCH    2 0
 PP0100
 PP0100.Superseded values are not recommended for survey control.
 PP0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0100.See file dsdata.txt to determine how the superseded data were derived.
 PP0100
 PP0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK748231(NAD 83)
 PP0100_MARKER: DB = BENCH MARK DISK
 PP0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0100_STAMPING: K 52 1934
 PP0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0100+STABILITY: SURFACE MOTION
 PP0100
 PP0100  HISTORY     - Date     Condition        Report By
 PP0100  HISTORY     - 1934     MONUMENTED       CGS
 PP0100
 PP0100                          STATION DESCRIPTION
 PP0100
 PP0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PP0100'6.0 MI N FROM WABASHA, MN.
 PP0100'6 MILES NORTH OF WABASHA DEPOT.  30 FEET EAST OF CENTER OF MAIN TRACK
 PP0100'OF C. M. ST. P. AND P. RR.  15 FEET WEST OF FENCE LINE.  3 FEET SOUTH
 PP0100'OF THE 1ST POLE NORTH OF MILE POST NO. 6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0109 ***********************************************************************
 QN0109  DESIGNATION -  K 53
 QN0109  PID         -  QN0109
 QN0109  STATE/COUNTY-  WI/TAYLOR
 QN0109  USGS QUAD   -  WESTBORO (1970)
 QN0109
 QN0109                         *CURRENT SURVEY CONTROL
 QN0109  ___________________________________________________________________
 QN0109* NAD 83(1986)-  45 21 46.     (N)    090 17 46.     (W)     SCALED    
 QN0109* NAVD 88     -       464.769  (meters)    1524.83   (feet)  ADJUSTED  
 QN0109  ___________________________________________________________________
 QN0109  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 QN0109  DYNAMIC HT  -         464.736 (meters)    1524.72  (feet)  COMP
 QN0109  MODELED GRAV-     980,530.6   (mgal)                       NAVD 88
 QN0109
 QN0109  VERT ORDER  -  SECOND    CLASS 0
 QN0109
 QN0109.The horizontal coordinates were scaled from a topographic map and have
 QN0109.an estimated accuracy of +/- 6 seconds.
 QN0109
 QN0109.The orthometric height was determined by differential leveling
 QN0109.and adjusted by the National Geodetic Survey in June 1991..
 QN0109
 QN0109.The geoid height was determined by GEOID03.
 QN0109
 QN0109.The dynamic height is computed by dividing the NAVD 88
 QN0109.geopotential number by the normal gravity value computed on the
 QN0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0109.degrees latitude (g = 980.6199 gals.).
 QN0109
 QN0109.The modeled gravity was interpolated from observed gravity values.
 QN0109
 QN0109;                    North         East    Units  Estimated Accuracy
 QN0109;SPC WI C     -   170,000.      576,800.      MT  (+/- 180 meters Scaled)
 QN0109
 QN0109                          SUPERSEDED SURVEY CONTROL
 QN0109
 QN0109  NGVD 29 (??/??/92)  464.758  (m)         1524.79   (f) ADJ UNCH    2 0
 QN0109
 QN0109.Superseded values are not recommended for survey control.
 QN0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0109.See file dsdata.txt to determine how the superseded data were derived.
 QN0109
 QN0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL117268(NAD 83)
 QN0109_MARKER: DB = BENCH MARK DISK
 QN0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0109_STAMPING: K 53 1934
 QN0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0109+STABILITY: SURFACE MOTION
 QN0109
 QN0109  HISTORY     - Date     Condition        Report By
 QN0109  HISTORY     - 1934     MONUMENTED       CGS
 QN0109  HISTORY     - 20041012 MARK NOT FOUND   WIDT
 QN0109
 QN0109                          STATION DESCRIPTION
 QN0109
 QN0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QN0109'0.8 MI N FROM WESTBORO.
 QN0109'0.8 MILE NORTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QN0109'MARIE RAILWAY FROM WESTBORO, TAYLOR COUNTY, 4 POLES SOUTH OF
 QN0109'MILEPOST 333, 12 RAILS NORTH OF A SWITCH, AT A PRIVATE-ROAD
 QN0109'CROSSING, 23 FEET SOUTH OF THE ROAD, 70 FEET EAST OF A STATE
 QN0109'HIGHWAY 13, AND 18 FEET EAST OF THE CENTERLINE OF THE TRACK.
 QN0109'A STANDARD DISK, STAMPED K 53 1934 AND SET IN THE TOP OF A
 QN0109'CONCRETE POST.
 QN0109
 QN0109                          STATION RECOVERY (2004)
 QN0109
 QN0109'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0109'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0133 ***********************************************************************
 PO0133  DESIGNATION -  K 54
 PO0133  PID         -  PO0133
 PO0133  STATE/COUNTY-  WI/JACKSON
 PO0133  USGS QUAD   -  MERRILLAN (1984)
 PO0133
 PO0133                         *CURRENT SURVEY CONTROL
 PO0133  ___________________________________________________________________
 PO0133* NAD 83(1986)-  44 26 26.     (N)    090 49 52.     (W)     SCALED    
 PO0133* NAVD 88     -       278.601  (meters)     914.04   (feet)  ADJUSTED  
 PO0133  ___________________________________________________________________
 PO0133  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 PO0133  DYNAMIC HT  -         278.558 (meters)     913.90  (feet)  COMP
 PO0133  MODELED GRAV-     980,458.1   (mgal)                       NAVD 88
 PO0133
 PO0133  VERT ORDER  -  SECOND    CLASS 0
 PO0133
 PO0133.The horizontal coordinates were scaled from a topographic map and have
 PO0133.an estimated accuracy of +/- 6 seconds.
 PO0133
 PO0133.The orthometric height was determined by differential leveling
 PO0133.and adjusted by the National Geodetic Survey in June 1991..
 PO0133
 PO0133.The geoid height was determined by GEOID03.
 PO0133
 PO0133.The dynamic height is computed by dividing the NAVD 88
 PO0133.geopotential number by the normal gravity value computed on the
 PO0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0133.degrees latitude (g = 980.6199 gals.).
 PO0133
 PO0133.The modeled gravity was interpolated from observed gravity values.
 PO0133
 PO0133;                    North         East    Units  Estimated Accuracy
 PO0133;SPC WI C     -    67,810.      533,840.      MT  (+/- 180 meters Scaled)
 PO0133
 PO0133                          SUPERSEDED SURVEY CONTROL
 PO0133
 PO0133  NGVD 29 (??/??/92)  278.603  (m)          914.05   (f) ADJ UNCH    2 0
 PO0133
 PO0133.Superseded values are not recommended for survey control.
 PO0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0133.See file dsdata.txt to determine how the superseded data were derived.
 PO0133
 PO0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK725230(NAD 83)
 PO0133_MARKER: DB = BENCH MARK DISK
 PO0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0133_MAGNETIC: N = NO MAGNETIC MATERIAL
 PO0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0133+STABILITY: SURFACE MOTION
 PO0133
 PO0133  HISTORY     - Date     Condition        Report By
 PO0133  HISTORY     - UNK      MONUMENTED       CGS
 PO0133  HISTORY     - 1934     GOOD             NGS
 PO0133  HISTORY     - 19980601 SEE DESCRIPTION  USFS
 PO0133
 PO0133                          STATION DESCRIPTION
 PO0133
 PO0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PO0133'1.1 MI S FROM MERRILLAN.
 PO0133'1.1 MILE SOUTH OF BY RAILROAD ALONG THE CHICAGO MINNEAPOLIS ST
 PO0133'PAUL AND OMAHA RR 45 FEET EAST OF CENTER OF NORTHBOUND TRACK
 PO0133'75 FEET NORTH OF COUNTY ROAD CROSSING MP 132 + 30 1/2 8 IN ABOVE
 PO0133'THE GROUND.
 PO0133
 PO0133                          STATION RECOVERY (1998)
 PO0133
 PO0133'RECOVERY NOTE BY US FOREST SERVICE 1998 (AH)
 PO0133'DESTROYED. TOP 1/2 OF MONUMENT IS LYING ON WEST EDGE OF NEW FOREST
 PO0133'ROAD 2625 APPROXIMATELY 0.8 MI (1.3 KM) NORTH OF INTERSECTION OF 2625
 PO0133'AND 2177.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0034 ***********************************************************************
 PO0034  DESIGNATION -  K 55
 PO0034  PID         -  PO0034
 PO0034  STATE/COUNTY-  WI/WOOD
 PO0034  USGS QUAD   -  MARSHFIELD (1979)
 PO0034
 PO0034                         *CURRENT SURVEY CONTROL
 PO0034  ___________________________________________________________________
 PO0034* NAD 83(1986)-  44 39 31.     (N)    090 11 53.     (W)     SCALED    
 PO0034* NAVD 88     -       389.146  (meters)    1276.72   (feet)  ADJUSTED  
 PO0034  ___________________________________________________________________
 PO0034  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 PO0034  DYNAMIC HT  -         389.079 (meters)    1276.50  (feet)  COMP
 PO0034  MODELED GRAV-     980,436.0   (mgal)                       NAVD 88
 PO0034
 PO0034  VERT ORDER  -  SECOND    CLASS 0
 PO0034
 PO0034.The horizontal coordinates were scaled from a topographic map and have
 PO0034.an estimated accuracy of +/- 6 seconds.
 PO0034
 PO0034.The orthometric height was determined by differential leveling
 PO0034.and adjusted by the National Geodetic Survey in June 1991..
 PO0034
 PO0034.The geoid height was determined by GEOID03.
 PO0034
 PO0034.The dynamic height is computed by dividing the NAVD 88
 PO0034.geopotential number by the normal gravity value computed on the
 PO0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0034.degrees latitude (g = 980.6199 gals.).
 PO0034
 PO0034.The modeled gravity was interpolated from observed gravity values.
 PO0034
 PO0034;                    North         East    Units  Estimated Accuracy
 PO0034;SPC WI C     -    91,720.      584,290.      MT  (+/- 180 meters Scaled)
 PO0034
 PO0034                          SUPERSEDED SURVEY CONTROL
 PO0034
 PO0034  NGVD 29 (??/??/92)  389.157  (m)         1276.76   (f) ADJ UNCH    2 0
 PO0034
 PO0034.Superseded values are not recommended for survey control.
 PO0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0034.See file dsdata.txt to determine how the superseded data were derived.
 PO0034
 PO0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK221488(NAD 83)
 PO0034_MARKER: DB = BENCH MARK DISK
 PO0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0034_STAMPING: K 55 1934
 PO0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0034+STABILITY: SURFACE MOTION
 PO0034
 PO0034  HISTORY     - Date     Condition        Report By
 PO0034  HISTORY     - 1934     MONUMENTED       CGS
 PO0034  HISTORY     - 1944     GOOD             LOCSUR
 PO0034  HISTORY     - 1980     MARK NOT FOUND   LOCSUR
 PO0034  HISTORY     - 20031030 MARK NOT FOUND   WIDT
 PO0034
 PO0034                          STATION DESCRIPTION
 PO0034
 PO0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PO0034'1 MI SW FROM MARSHFIELD.
 PO0034'ABOUT 1 MILE SOUTHWEST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 PO0034'AND OMAHA RAILWAY FROM MARSHFIELD, WOOD COUNTY, AT MILEPOST
 PO0034'36+23, ABOUT 32 FEET WEST OF A COUNTY-ROAD CROSSING, 30 FEET
 PO0034'NORTHWEST OF AN ELECTRIC CROSSING SIGNAL, AND 35 FEET EAST OF
 PO0034'THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED K 55
 PO0034'1934 AND SET IN THE TOP OF A CONCRETE POST.
 PO0034
 PO0034                          STATION RECOVERY (1944)
 PO0034
 PO0034'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1944
 PO0034'RECOVERED IN GOOD CONDITION.
 PO0034
 PO0034                          STATION RECOVERY (1980)
 PO0034
 PO0034'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 PO0034'MARK NOT FOUND.
 PO0034
 PO0034                          STATION RECOVERY (2003)
 PO0034
 PO0034'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0124 ***********************************************************************
 PO0124  DESIGNATION -  K 56
 PO0124  PID         -  PO0124
 PO0124  STATE/COUNTY-  WI/JACKSON
 PO0124  USGS QUAD   -  ALMA CENTER (1984)
 PO0124
 PO0124                         *CURRENT SURVEY CONTROL
 PO0124  ___________________________________________________________________
 PO0124* NAD 83(1986)-  44 26 47.     (N)    090 52 32.     (W)     SCALED    
 PO0124* NAVD 88     -       290.561  (meters)     953.28   (feet)  ADJUSTED  
 PO0124  ___________________________________________________________________
 PO0124  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 PO0124  DYNAMIC HT  -         290.517 (meters)     953.14  (feet)  COMP
 PO0124  MODELED GRAV-     980,458.2   (mgal)                       NAVD 88
 PO0124
 PO0124  VERT ORDER  -  SECOND    CLASS 0
 PO0124
 PO0124.The horizontal coordinates were scaled from a topographic map and have
 PO0124.an estimated accuracy of +/- 6 seconds.
 PO0124
 PO0124.The orthometric height was determined by differential leveling
 PO0124.and adjusted by the National Geodetic Survey in June 1991..
 PO0124
 PO0124.The geoid height was determined by GEOID03.
 PO0124
 PO0124.The dynamic height is computed by dividing the NAVD 88
 PO0124.geopotential number by the normal gravity value computed on the
 PO0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0124.degrees latitude (g = 980.6199 gals.).
 PO0124
 PO0124.The modeled gravity was interpolated from observed gravity values.
 PO0124
 PO0124;                    North         East    Units  Estimated Accuracy
 PO0124;SPC WI C     -    68,500.      530,310.      MT  (+/- 180 meters Scaled)
 PO0124
 PO0124                          SUPERSEDED SURVEY CONTROL
 PO0124
 PO0124  NGVD 29 (??/??/92)  290.563  (m)          953.29   (f) ADJ UNCH    2 0
 PO0124
 PO0124.Superseded values are not recommended for survey control.
 PO0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0124.See file dsdata.txt to determine how the superseded data were derived.
 PO0124
 PO0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK690236(NAD 83)
 PO0124_MARKER: DB = BENCH MARK DISK
 PO0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0124_STAMPING: K 56 1934
 PO0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0124+STABILITY: SURFACE MOTION
 PO0124
 PO0124  HISTORY     - Date     Condition        Report By
 PO0124  HISTORY     - 1934     MONUMENTED       CGS
 PO0124
 PO0124                          STATION DESCRIPTION
 PO0124
 PO0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PO0124'2 MI W FROM ALMA CENTRE.
 PO0124'ABOUT 2.0 MILES EAST ALONG THE GREEN BAY AND WESTERN RAILROAD FROM
 PO0124'ALMA CENTER, JACKSON COUNTY, ABOUT 2-1/2 POLES EAST OF MILEPOST
 PO0124'GB 150, AND 17 FEET NORTH OF THE CENTER LINE OF THE TRACK.  A
 PO0124'STANDARD DISK, STAMPED K 56 1934 AND SET IN THE TOP OF A
 PO0124'CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0254 ***********************************************************************
 QN0254  DESIGNATION -  K 57
 QN0254  PID         -  QN0254
 QN0254  STATE/COUNTY-  WI/BARRON
 QN0254  USGS QUAD   -  NEW AUBURN (1975)
 QN0254
 QN0254                         *CURRENT SURVEY CONTROL
 QN0254  ___________________________________________________________________
 QN0254* NAD 83(1986)-  45 13 13.     (N)    091 34 23.     (W)     SCALED    
 QN0254* NAVD 88     -       336.424  (meters)    1103.75   (feet)  ADJUSTED  
 QN0254  ___________________________________________________________________
 QN0254  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 QN0254  DYNAMIC HT  -         336.404 (meters)    1103.69  (feet)  COMP
 QN0254  MODELED GRAV-     980,545.4   (mgal)                       NAVD 88
 QN0254
 QN0254  VERT ORDER  -  SECOND    CLASS 0
 QN0254
 QN0254.The horizontal coordinates were scaled from a topographic map and have
 QN0254.an estimated accuracy of +/- 6 seconds.
 QN0254
 QN0254.The orthometric height was determined by differential leveling
 QN0254.and adjusted by the National Geodetic Survey in June 1991..
 QN0254
 QN0254.The geoid height was determined by GEOID03.
 QN0254
 QN0254.The dynamic height is computed by dividing the NAVD 88
 QN0254.geopotential number by the normal gravity value computed on the
 QN0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0254.degrees latitude (g = 980.6199 gals.).
 QN0254
 QN0254.The modeled gravity was interpolated from observed gravity values.
 QN0254
 QN0254;                    North         East    Units  Estimated Accuracy
 QN0254;SPC WI C     -   155,320.      476,460.      MT  (+/- 180 meters Scaled)
 QN0254
 QN0254                          SUPERSEDED SURVEY CONTROL
 QN0254
 QN0254  NGVD 29 (??/??/92)  336.417  (m)         1103.73   (f) ADJ UNCH    2 0
 QN0254
 QN0254.Superseded values are not recommended for survey control.
 QN0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0254.See file dsdata.txt to determine how the superseded data were derived.
 QN0254
 QN0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL120084(NAD 83)
 QN0254_MARKER: DB = BENCH MARK DISK
 QN0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0254_STAMPING: K 57 1934
 QN0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0254+STABILITY: SURFACE MOTION
 QN0254
 QN0254  HISTORY     - Date     Condition        Report By
 QN0254  HISTORY     - 1934     MONUMENTED       CGS
 QN0254  HISTORY     - 1975     MARK NOT FOUND   USGS
 QN0254  HISTORY     - 20031105 MARK NOT FOUND   WIDT
 QN0254  HISTORY     - 20040920 MARK NOT FOUND   WIDT
 QN0254
 QN0254                          STATION DESCRIPTION
 QN0254
 QN0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QN0254'1.1 MI N FROM NEW AUBURN.
 QN0254'IN BARRON COUNTY, 1.2 MILES NORTH OF NEW AUBURN ALONG THE CHICAGO,
 QN0254'SAINT PAUL, MINNEAPOLIS AND OMAHA RAILWAY FROM THE STATION AT
 QN0254'NEW AUBURN, CHIPPEWA COUNTY, 18 RAILS NORTH OF THE STATION-ONE-MILE
 QN0254'SIGN, 12 RAILS SOUTH OF A ROAD CROSSING, 60 FEET WEST OF U.S.
 QN0254'HIGHWAY 53, AND 30 FEET EAST OF THE CENTERLINE OF THE TRACK.
 QN0254'A STANDARD DISK STAMPED K 57 1934 AND SET IN THE TOP OF A
 QN0254'CONCRETE POST.
 QN0254
 QN0254                          STATION RECOVERY (1975)
 QN0254
 QN0254'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 QN0254'MARK NOT FOUND.
 QN0254
 QN0254                          STATION RECOVERY (2003)
 QN0254
 QN0254'RECOVERY NOTE BY WI DEPT OF TRANSP 2003
 QN0254'MARK NOT FOUND.
 QN0254
 QN0254                          STATION RECOVERY (2004)
 QN0254
 QN0254'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0254'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0306 ***********************************************************************
 PO0306  DESIGNATION -  K 58
 PO0306  PID         -  PO0306
 PO0306  STATE/COUNTY-  WI/EAU CLAIRE
 PO0306  USGS QUAD   -  EAU CLAIRE WEST (1982)
 PO0306
 PO0306                         *CURRENT SURVEY CONTROL
 PO0306  ___________________________________________________________________
 PO0306* NAD 83(1986)-  44 48 14.     (N)    091 31 12.     (W)     SCALED    
 PO0306* NAVD 88     -       237.503  (meters)     779.21   (feet)  ADJUSTED  
 PO0306  ___________________________________________________________________
 PO0306  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 PO0306  DYNAMIC HT  -         237.481 (meters)     779.14  (feet)  COMP
 PO0306  MODELED GRAV-     980,518.6   (mgal)                       NAVD 88
 PO0306
 PO0306  VERT ORDER  -  SECOND    CLASS 0
 PO0306
 PO0306.The horizontal coordinates were scaled from a topographic map and have
 PO0306.an estimated accuracy of +/- 6 seconds.
 PO0306
 PO0306.The orthometric height was determined by differential leveling
 PO0306.and adjusted by the National Geodetic Survey in June 1991..
 PO0306
 PO0306.The geoid height was determined by GEOID03.
 PO0306
 PO0306.The dynamic height is computed by dividing the NAVD 88
 PO0306.geopotential number by the normal gravity value computed on the
 PO0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0306.degrees latitude (g = 980.6199 gals.).
 PO0306
 PO0306.The modeled gravity was interpolated from observed gravity values.
 PO0306
 PO0306;                    North         East    Units  Estimated Accuracy
 PO0306;SPC WI C     -   108,970.      479,760.      MT  (+/- 180 meters Scaled)
 PO0306
 PO0306                          SUPERSEDED SURVEY CONTROL
 PO0306
 PO0306  NGVD 29 (??/??/92)  237.491  (m)          779.17   (f) ADJ UNCH    2 0
 PO0306
 PO0306.Superseded values are not recommended for survey control.
 PO0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0306.See file dsdata.txt to determine how the superseded data were derived.
 PO0306
 PO0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK170622(NAD 83)
 PO0306_MARKER: DB = BENCH MARK DISK
 PO0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0306+STABILITY: SURFACE MOTION
 PO0306
 PO0306  HISTORY     - Date     Condition        Report By
 PO0306  HISTORY     - UNK      MONUMENTED       CGS
 PO0306  HISTORY     - 1934     GOOD             NGS
 PO0306  HISTORY     - 1972     MARK NOT FOUND   USGS
 PO0306  HISTORY     - 20031202 MARK NOT FOUND   WIDT
 PO0306
 PO0306                          STATION DESCRIPTION
 PO0306
 PO0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PO0306'1.2 MI W FROM EAU CLAIRE.
 PO0306'1.2 MILES WEST OF EAU CLAIRE DEPOT 15 FEET NORTH OF CENTER
 PO0306'OF MAIN TRACK OF C. M. ST. P. AND P. RR. 17 FEET SOUTH OF NEAREST
 PO0306'SIDING RAIL 24 FEET WEST OF POWER LINE POLE 45.
 PO0306
 PO0306                          STATION RECOVERY (1972)
 PO0306
 PO0306'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 PO0306'MARK NOT FOUND.
 PO0306
 PO0306                          STATION RECOVERY (2003)
 PO0306
 PO0306'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJV)
 PO0306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP0594 ***********************************************************************
 PP0594  DESIGNATION -  K 59
 PP0594  PID         -  PP0594
 PP0594  STATE/COUNTY-  WI/PIERCE
 PP0594  USGS QUAD   -  DIAMOND BLUFF EAST (1974)
 PP0594
 PP0594                         *CURRENT SURVEY CONTROL
 PP0594  ___________________________________________________________________
 PP0594* NAD 83(1986)-  44 38 02.     (N)    092 31 01.     (W)     SCALED    
 PP0594* NAVD 88     -       333.615  (meters)    1094.54   (feet)  ADJUSTED  
 PP0594  ___________________________________________________________________
 PP0594  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 PP0594  DYNAMIC HT  -         333.564 (meters)    1094.37  (feet)  COMP
 PP0594  MODELED GRAV-     980,455.5   (mgal)                       NAVD 88
 PP0594
 PP0594  VERT ORDER  -  SECOND    CLASS 0
 PP0594
 PP0594.The horizontal coordinates were scaled from a topographic map and have
 PP0594.an estimated accuracy of +/- 6 seconds.
 PP0594
 PP0594.The orthometric height was determined by differential leveling
 PP0594.and adjusted by the National Geodetic Survey in June 1991..
 PP0594
 PP0594.The geoid height was determined by GEOID03.
 PP0594
 PP0594.The dynamic height is computed by dividing the NAVD 88
 PP0594.geopotential number by the normal gravity value computed on the
 PP0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0594.degrees latitude (g = 980.6199 gals.).
 PP0594
 PP0594.The modeled gravity was interpolated from observed gravity values.
 PP0594
 PP0594;                    North         East    Units  Estimated Accuracy
 PP0594;SPC WI C     -    92,050.      400,330.      MT  (+/- 180 meters Scaled)
 PP0594
 PP0594                          SUPERSEDED SURVEY CONTROL
 PP0594
 PP0594  NGVD 29 (??/??/92)  333.622  (m)         1094.56   (f) ADJ UNCH    2 0
 PP0594
 PP0594.Superseded values are not recommended for survey control.
 PP0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0594.See file dsdata.txt to determine how the superseded data were derived.
 PP0594
 PP0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK383423(NAD 83)
 PP0594_MARKER: DB = BENCH MARK DISK
 PP0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0594_STAMPING: K 59 1934
 PP0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0594+STABILITY: SURFACE MOTION
 PP0594
 PP0594  HISTORY     - Date     Condition        Report By
 PP0594  HISTORY     - 1934     MONUMENTED       CGS
 PP0594
 PP0594                          STATION DESCRIPTION
 PP0594
 PP0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PP0594'3.13 MI N FROM HAGER CITY.
 PP0594'3.13 MILES NORTH OF BY HIGHWAY ALONG STATE HIGHWAY NO. 46 AT THE
 PP0594'SWEDISH LUTHERAN CHURCH AT A RIGHT-ANGLE TURN IN THE HIGHWAY IN THE
 PP0594'SOUTHWEST CORNER OF THE CHURCH YARD 5 FEET NORTHEAST OF A TELEPHONE
 PP0594'POLE ON THE TOP OF THE BANK FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0184 ***********************************************************************
 PM0184  DESIGNATION -  K 6
 PM0184  PID         -  PM0184
 PM0184  STATE/COUNTY-  WI/OCONTO
 PM0184  USGS QUAD   -  PENSAUKEE (1974)
 PM0184
 PM0184                         *CURRENT SURVEY CONTROL
 PM0184  ___________________________________________________________________
 PM0184* NAD 83(1986)-  44 45 52.     (N)    087 57 46.     (W)     SCALED    
 PM0184* NAVD 88     -       182.192  (meters)     597.74   (feet)  POSTED    
 PM0184  ___________________________________________________________________
 PM0184  GEOID HEIGHT-         -36.34  (meters)                     GEOID03
 PM0184  DYNAMIC HT  -         182.170 (meters)     597.67  (feet)  COMP
 PM0184  MODELED GRAV-     980,511.1   (mgal)                       NAVD 88
 PM0184
 PM0184  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 PM0184
 PM0184.The horizontal coordinates were scaled from a topographic map and have
 PM0184.an estimated accuracy of +/- 6 seconds.
 PM0184
 PM0184.The orthometric height was determined by differential leveling
 PM0184.and adjusted by the National Geodetic Survey in 1992..
 PM0184.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 PM0184.rate of 3.1 thru 4.0 mm/km.
 PM0184
 PM0184.The geoid height was determined by GEOID03.
 PM0184
 PM0184.The dynamic height is computed by dividing the NAVD 88
 PM0184.geopotential number by the normal gravity value computed on the
 PM0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0184.degrees latitude (g = 980.6199 gals.).
 PM0184
 PM0184.The modeled gravity was interpolated from observed gravity values.
 PM0184
 PM0184;                    North         East    Units  Estimated Accuracy
 PM0184;SPC WI C     -   105,490.      761,260.      MT  (+/- 180 meters Scaled)
 PM0184
 PM0184                          SUPERSEDED SURVEY CONTROL
 PM0184
 PM0184  NGVD 29 (??/??/92)  182.183  (m)          597.71   (f) ADJ UNCH    1 2
 PM0184
 PM0184.Superseded values are not recommended for survey control.
 PM0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0184.See file dsdata.txt to determine how the superseded data were derived.
 PM0184
 PM0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ238572(NAD 83)
 PM0184_MARKER: DB = BENCH MARK DISK
 PM0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PM0184_STAMPING: 597.712 K 6 1930
 PM0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0184+STABILITY: SURFACE MOTION
 PM0184
 PM0184  HISTORY     - Date     Condition        Report By
 PM0184  HISTORY     - 1930     MONUMENTED       CGS
 PM0184  HISTORY     - 1934     GOOD             NGS
 PM0184  HISTORY     - 1972     POOR             NGS
 PM0184  HISTORY     - 20051208 POOR             WIDT
 PM0184
 PM0184                          STATION DESCRIPTION
 PM0184
 PM0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PM0184'AT BROOKSIDE.
 PM0184'AT BROOKSIDE, OCONTO COUNTY, ON THE CHICAGO AND NORTH WESTERN
 PM0184'RAILWAY, 78 FEET SOUTH OF THE BROOKSIDE WAITING SHED, AT A
 PM0184'ROAD CROSSING, 37 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 PM0184'AND 46 FEET EAST OF THE EAST RAIL.  A STANDARD DISK, STAMPED
 PM0184'597.712 K 6 1930 AND SET IN THE TOP OF A CONCRETE POST.
 PM0184
 PM0184                          STATION RECOVERY (1972)
 PM0184
 PM0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 PM0184'AT BROOKSIDE, ALONG THE CHICAGO AND NORTH WESTERN RAILWAY, 78 FEET
 PM0184'SOUTH OF THE FOUNDATION FOR WAITING SHED (REMOVED), 46 FEET EAST OF
 PM0184'THE EAST RAIL, 37 FEET SOUTH OF THE CENTER LINE OF ROAD, ABOUT 2 FEET
 PM0184'BELOW THE LEVEL OF THE TRACK AND IS A DISK IN TOP OF A CONCRETE POST
 PM0184'PROJECTING 2 FEET.  SEC 4, T 26N, R 21E.  NOTE-- THE POST IS LOOSE AND
 PM0184'NOT CONSIDERED ADEQUATE FOR FIRST ORDER LEVEL CONNECTION.
 PM0184
 PM0184                          STATION RECOVERY (2005)
 PM0184
 PM0184'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0184'RECOVERED IN POOR CONDITION.  ADD THE STATION IS 1.0 M NORTH OF AN
 PM0184'ORANGE FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0268 ***********************************************************************
 PO0268  DESIGNATION -  K 60
 PO0268  PID         -  PO0268
 PO0268  STATE/COUNTY-  WI/TREMPEALEAU
 PO0268  USGS QUAD   -  INDEPENDENCE (1973)
 PO0268
 PO0268                         *CURRENT SURVEY CONTROL
 PO0268  ___________________________________________________________________
 PO0268* NAD 83(1986)-  44 15 07.     (N)    091 29 47.     (W)     SCALED    
 PO0268* NAVD 88     -       221.930  (meters)     728.12   (feet)  ADJUSTED  
 PO0268  ___________________________________________________________________
 PO0268  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 PO0268  DYNAMIC HT  -         221.903 (meters)     728.03  (feet)  COMP
 PO0268  MODELED GRAV-     980,489.3   (mgal)                       NAVD 88
 PO0268
 PO0268  VERT ORDER  -  SECOND    CLASS 0
 PO0268
 PO0268.The horizontal coordinates were scaled from a topographic map and have
 PO0268.an estimated accuracy of +/- 6 seconds.
 PO0268
 PO0268.The orthometric height was determined by differential leveling
 PO0268.and adjusted by the National Geodetic Survey in June 1991..
 PO0268
 PO0268.The geoid height was determined by GEOID03.
 PO0268
 PO0268.The dynamic height is computed by dividing the NAVD 88
 PO0268.geopotential number by the normal gravity value computed on the
 PO0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0268.degrees latitude (g = 980.6199 gals.).
 PO0268
 PO0268.The modeled gravity was interpolated from observed gravity values.
 PO0268
 PO0268;                    North         East    Units  Estimated Accuracy
 PO0268;SPC WI C     -    47,620.      480,500.      MT  (+/- 180 meters Scaled)
 PO0268
 PO0268                          SUPERSEDED SURVEY CONTROL
 PO0268
 PO0268  NGVD 29 (??/??/92)  221.947  (m)          728.17   (f) ADJ UNCH    2 0
 PO0268
 PO0268.Superseded values are not recommended for survey control.
 PO0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0268.See file dsdata.txt to determine how the superseded data were derived.
 PO0268
 PO0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK200009(NAD 83)
 PO0268_MARKER: DB = BENCH MARK DISK
 PO0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0268+STABILITY: SURFACE MOTION
 PO0268
 PO0268  HISTORY     - Date     Condition        Report By
 PO0268  HISTORY     - UNK      MONUMENTED       CGS
 PO0268  HISTORY     - 1934     GOOD             NGS
 PO0268  HISTORY     - 1973     MARK NOT FOUND   USGS
 PO0268  HISTORY     - 20031119 MARK NOT FOUND   WIDT
 PO0268
 PO0268                          STATION DESCRIPTION
 PO0268
 PO0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PO0268'IN ARCADIA.
 PO0268'IN ARCADIA IN FRONT OF THE HIGH SCHOOL BUILDING IN FRONT OF THE
 PO0268'INTERSECTION OF THE DIAGONAL WALKS LEADING TO THE SOUTH ENTRANCES
 PO0268'TO THE BUILDING 5 FEET NORTH OF SIDEWALK OF MAIN STREET FLUSH
 PO0268'WITH THE GROUND
 PO0268
 PO0268                          STATION RECOVERY (1973)
 PO0268
 PO0268'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PO0268'MARK NOT FOUND.
 PO0268
 PO0268                          STATION RECOVERY (2003)
 PO0268
 PO0268'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL1125 ***********************************************************************
 RL1125  DESIGNATION -  K 61
 RL1125  PID         -  RL1125
 RL1125  STATE/COUNTY-  WI/IRON
 RL1125  USGS QUAD   -  WINCHESTER (1981)
 RL1125
 RL1125                         *CURRENT SURVEY CONTROL
 RL1125  ___________________________________________________________________
 RL1125* NAD 83(1986)-  46 11 22.     (N)    089 57 51.     (W)     SCALED    
 RL1125* NAVD 88     -       496.655  (meters)    1629.44   (feet)  ADJUSTED  
 RL1125  ___________________________________________________________________
 RL1125  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 RL1125  DYNAMIC HT  -         496.651 (meters)    1629.43  (feet)  COMP
 RL1125  MODELED GRAV-     980,591.4   (mgal)                       NAVD 88
 RL1125
 RL1125  VERT ORDER  -  SECOND    CLASS 0
 RL1125
 RL1125.The horizontal coordinates were scaled from a topographic map and have
 RL1125.an estimated accuracy of +/- 6 seconds.
 RL1125
 RL1125.The orthometric height was determined by differential leveling
 RL1125.and adjusted by the National Geodetic Survey in June 1991..
 RL1125
 RL1125.The geoid height was determined by GEOID03.
 RL1125
 RL1125.The dynamic height is computed by dividing the NAVD 88
 RL1125.geopotential number by the normal gravity value computed on the
 RL1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1125.degrees latitude (g = 980.6199 gals.).
 RL1125
 RL1125.The modeled gravity was interpolated from observed gravity values.
 RL1125
 RL1125;                    North         East    Units  Estimated Accuracy
 RL1125;SPC WI N     -   113,680.      602,770.      MT  (+/- 180 meters Scaled)
 RL1125
 RL1125                          SUPERSEDED SURVEY CONTROL
 RL1125
 RL1125  NGVD 29 (??/??/92)  496.641  (m)         1629.40   (f) ADJ UNCH    2 0
 RL1125
 RL1125.Superseded values are not recommended for survey control.
 RL1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1125.See file dsdata.txt to determine how the superseded data were derived.
 RL1125
 RL1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS712193(NAD 83)
 RL1125_MARKER: DB = BENCH MARK DISK
 RL1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1125_STAMPING: K 61 1948
 RL1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1125+STABILITY: SURFACE MOTION
 RL1125_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1125+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2005
 RL1125
 RL1125  HISTORY     - Date     Condition        Report By
 RL1125  HISTORY     - 1948     MONUMENTED       CGS
 RL1125  HISTORY     - 1988     GOOD             USPSQD
 RL1125  HISTORY     - 20030711 GOOD             USPSQD
 RL1125  HISTORY     - 20041125 GOOD             USPSQD
 RL1125  HISTORY     - 20050915 GOOD             WIDT
 RL1125
 RL1125                          STATION DESCRIPTION
 RL1125
 RL1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1125'4.9 MI SW FROM WINCHESTER.
 RL1125'ABOUT 2.4 MILES WEST AND SOUTH ALONG A GRAVEL ROAD FROM THE
 RL1125'GRADE SCHOOL AT WINCHESTER, THENCE ABOUT 2.5 MILES SOUTHWEST
 RL1125'ALONG A ROAD TO MERCER, AT THE EAST END OF A THRU CUT, 192 FEET
 RL1125'WEST OF THE SOUTH END OF A 30-INCH PIPE CULVERT, 35 FEET
 RL1125'EAST-NORTHEAST OF A TRIANGULAR BLAZED 9-INCH ASPEN TREE,36 FEET
 RL1125'SOUTH OF THE CENTER LINE OF THE ROAD, 18 FEET NORTHWEST OF A
 RL1125'TRIANGULAR BLAZED 9-INCH BIRCH TREE, ABOUT LEVEL WITH THE ROAD
 RL1125'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RL1125'MARK MAY BE REACHED FROM MERCER, IRON COUNTY, BY GOING ABOUT 0.8
 RL1125'MILE NORTH ALONG A BLACK TOP ROAD FROM THE MERCER SCHOOL, THENCE
 RL1125'ABOUT 4.8 MILES EAST ALONG A GRAVEL ROAD.
 RL1125
 RL1125                          STATION RECOVERY (1988)
 RL1125
 RL1125'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL1125'RECOVERED IN GOOD CONDITION.
 RL1125
 RL1125                          STATION RECOVERY (2003)
 RL1125
 RL1125'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RL1125'RECOVERED IN GOOD CONDITION.  FROM THE JUNCTION OF HIGHWAY 51 AND
 RL1125'COUNTY ROAD J IN MERCER, GO EAST ON CTH J FOR 4.3 MILES TO BELDING
 RL1125'ROAD ON THE RIGHT.  CONTINUE EAST ON J FOR 0.9 MILE TO THE STATION ON
 RL1125'THE RIGHT. ALSO 0.3 MILE WEST OF A PAVED ROAD NORTH TO A BOAT LANDING.
 RL1125'THE STATION IS AT THE EAST END OF A CUT, 36 FEET SOUTH OF CTH J, AND 1
 RL1125'FOOR NORTH OF AN ORANGE FIBERGLASS WITNESS POST.
 RL1125
 RL1125                          STATION RECOVERY (2004)
 RL1125
 RL1125'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RL1125'RECOVERED IN GOOD CONDITION.
 RL1125
 RL1125                          STATION RECOVERY (2005)
 RL1125
 RL1125'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1125'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL1093 ***********************************************************************
 RL1093  DESIGNATION -  K 62
 RL1093  PID         -  RL1093
 RL1093  STATE/COUNTY-  WI/VILAS
 RL1093  USGS QUAD   -  PIONEER LAKE (1981)
 RL1093
 RL1093                         *CURRENT SURVEY CONTROL
 RL1093  ___________________________________________________________________
 RL1093* NAD 83(1986)-  46 07 05.     (N)    089 09 18.     (W)     SCALED    
 RL1093* NAVD 88     -       516.355  (meters)    1694.07   (feet)  ADJUSTED  
 RL1093  ___________________________________________________________________
 RL1093  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 RL1093  DYNAMIC HT  -         516.351 (meters)    1694.06  (feet)  COMP
 RL1093  MODELED GRAV-     980,590.3   (mgal)                       NAVD 88
 RL1093
 RL1093  VERT ORDER  -  SECOND    CLASS 0
 RL1093
 RL1093.The horizontal coordinates were scaled from a topographic map and have
 RL1093.an estimated accuracy of +/- 6 seconds.
 RL1093
 RL1093.The orthometric height was determined by differential leveling
 RL1093.and adjusted by the National Geodetic Survey in June 1991..
 RL1093
 RL1093.The geoid height was determined by GEOID03.
 RL1093
 RL1093.The dynamic height is computed by dividing the NAVD 88
 RL1093.geopotential number by the normal gravity value computed on the
 RL1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1093.degrees latitude (g = 980.6199 gals.).
 RL1093
 RL1093.The modeled gravity was interpolated from observed gravity values.
 RL1093
 RL1093;                    North         East    Units  Estimated Accuracy
 RL1093;SPC WI N     -   106,090.      665,310.      MT  (+/- 180 meters Scaled)
 RL1093
 RL1093                          SUPERSEDED SURVEY CONTROL
 RL1093
 RL1093  NGVD 29 (??/??/92)  516.368  (m)         1694.12   (f) ADJ UNCH    2 0
 RL1093
 RL1093.Superseded values are not recommended for survey control.
 RL1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1093.See file dsdata.txt to determine how the superseded data were derived.
 RL1093
 RL1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS334094(NAD 83)
 RL1093_MARKER: DB = BENCH MARK DISK
 RL1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1093_STAMPING: K 62 1948
 RL1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1093+STABILITY: SURFACE MOTION
 RL1093_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1093+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2005
 RL1093
 RL1093  HISTORY     - Date     Condition        Report By
 RL1093  HISTORY     - 1948     MONUMENTED       CGS
 RL1093  HISTORY     - 19970628 GOOD             USPSQD
 RL1093  HISTORY     - 20020618 GOOD             USPSQD
 RL1093  HISTORY     - 20051006 GOOD             WIDT
 RL1093
 RL1093                          STATION DESCRIPTION
 RL1093
 RL1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1093'5.7 MI NW FROM PHELPS.
 RL1093'ABOUT 5.7 MILES NORTHWEST ALONG COUNTY HIGHWAY E FROM ITS
 RL1093'JUNCTION WITH STATE HIGHWAY 17 AT PHELPS, AT A CROSS ROAD
 RL1093'(BLACK TOP NORTH AND GRAVEL SOUTH), 50 FEET NORTHEAST OF THE
 RL1093'CENTER LINE OF THE COUNTY HIGHWAY, 24 FEET EAST OF THE CENTER
 RL1093'LINE OF THE BLACK TOP ROAD NORTH, 1.5 FEET SOUTHWEST OF A SLAT
 RL1093'FENCE, 9.6 FEET SOUTHEAST OF A FENCE CORNER, 2 FEET NORTH OF
 RL1093'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND
 RL1093'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 RL1093
 RL1093                          STATION RECOVERY (1997)
 RL1093
 RL1093'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL1093'RECOVERED IN GOOD CONDITION.
 RL1093
 RL1093                          STATION RECOVERY (2002)
 RL1093
 RL1093'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL1093'RECOVERED IN GOOD CONDITION.
 RL1093
 RL1093                          STATION RECOVERY (2005)
 RL1093
 RL1093'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1093'RECOVERED IN GOOD CONDITION.  ADD-THE STATION IS 2.3 M EAST OF THE
 RL1093'FENCE CORNER, 0.6 M EAST OF A -GTE- BURIED CABLE JUNCTION BOX NUMBERED
 RL1093'-2094--, 0.6 M SOUTH OF THE FENCELINE, 0.5 M SOUTH OF AN ORANGE
 RL1093'FIBERGLASS WITNESS POST. -NOTE-THE PREVOUSLY DESCRIBED BLACKTOP ROAD
 RL1093'TO THE NORTH IS NOW NAMED -WEST SHORE ROAD-.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL0453 ***********************************************************************
 RL0453  DESIGNATION -  K 64
 RL0453  PID         -  RL0453
 RL0453  STATE/COUNTY-  WI/FOREST
 RL0453  USGS QUAD   -  HAGERMAN LAKE (1981)
 RL0453
 RL0453                         *CURRENT SURVEY CONTROL
 RL0453  ___________________________________________________________________
 RL0453* NAD 83(1986)-  46 01 57.     (N)    088 47 48.     (W)     SCALED    
 RL0453* NAVD 88     -       471.940  (meters)    1548.36   (feet)  ADJUSTED  
 RL0453  ___________________________________________________________________
 RL0453  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 RL0453  DYNAMIC HT  -         471.941 (meters)    1548.36  (feet)  COMP
 RL0453  MODELED GRAV-     980,601.3   (mgal)                       NAVD 88
 RL0453
 RL0453  VERT ORDER  -  SECOND    CLASS 0
 RL0453
 RL0453.The horizontal coordinates were scaled from a topographic map and have
 RL0453.an estimated accuracy of +/- 6 seconds.
 RL0453
 RL0453.The orthometric height was determined by differential leveling
 RL0453.and adjusted by the National Geodetic Survey in June 1991..
 RL0453
 RL0453.The geoid height was determined by GEOID03.
 RL0453
 RL0453.The dynamic height is computed by dividing the NAVD 88
 RL0453.geopotential number by the normal gravity value computed on the
 RL0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0453.degrees latitude (g = 980.6199 gals.).
 RL0453
 RL0453.The modeled gravity was interpolated from observed gravity values.
 RL0453
 RL0453;                    North         East    Units  Estimated Accuracy
 RL0453;SPC WI N     -    96,940.      693,150.      MT  (+/- 180 meters Scaled)
 RL0453
 RL0453                          SUPERSEDED SURVEY CONTROL
 RL0453
 RL0453  NGVD 29 (??/??/92)  471.942  (m)         1548.36   (f) ADJ UNCH    2 0
 RL0453
 RL0453.Superseded values are not recommended for survey control.
 RL0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0453.See file dsdata.txt to determine how the superseded data were derived.
 RL0453
 RL0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR609992(NAD 83)
 RL0453_MARKER: DB = BENCH MARK DISK
 RL0453_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL0453_SP_SET: RAIL FOOTING
 RL0453_STAMPING: K 64 1948
 RL0453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0453
 RL0453  HISTORY     - Date     Condition        Report By
 RL0453  HISTORY     - 1948     MONUMENTED       CGS
 RL0453
 RL0453                          STATION DESCRIPTION
 RL0453
 RL0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0453'1.8 MI NE FROM NELMA.
 RL0453'1.85 MILES NORTHEAST ALONG STATE HIGHWAY 55 FROM THE JUNCTION
 RL0453'OF COUNTY HIGHWAY D AT NELMA, AT THE MICHIGAN-WISCONSIN STATE
 RL0453'LINE, SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE RAIL
 RL0453'FOOTING OF THE 75-FOOT CONCRETE BRIDGE OVER BRULE RIVER, 12 FEET
 RL0453'WEST OF THE CENTER LINE OF THE BRIDGE FLOOR, 0.4 FOOT EAST OF
 RL0453'THE CONCRETE BANISTER, 1 FOOT NORTH OF THE NORTH EDGE OF THE
 RL0453'SOUTH ABUTMENT, AND ABOUT 0.5 FOOT ABOVE THE BRIDGE FLOOR.
 RL0453'MARK MAY BE REACHED FROM IRON RIVER, MICHIGAN - IRON COUNTY,
 RL0453'BY GOING ABOUT 1.3 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE
 RL0453'HIGHWAY SCHOOL, THENCE ABOUT 8.1 MILES SOUTH ALONG STATE HIGHWAY
 RL0453'73 TO THE WISCONSIN STATE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0141 ***********************************************************************
 RM0141  DESIGNATION -  K 65
 RM0141  PID         -  RM0141
 RM0141  STATE/COUNTY-  WI/IRON
 RM0141  USGS QUAD   -  PINE LAKE (1973)
 RM0141
 RM0141                         *CURRENT SURVEY CONTROL
 RM0141  ___________________________________________________________________
 RM0141* NAD 83(1986)-  46 20 53.     (N)    090 07 58.     (W)     SCALED    
 RM0141* NAVD 88     -       473.618  (meters)    1553.86   (feet)  ADJUSTED  
 RM0141  ___________________________________________________________________
 RM0141  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 RM0141  DYNAMIC HT  -         473.616 (meters)    1553.86  (feet)  COMP
 RM0141  MODELED GRAV-     980,596.2   (mgal)                       NAVD 88
 RM0141
 RM0141  VERT ORDER  -  SECOND    CLASS 0
 RM0141
 RM0141.The horizontal coordinates were scaled from a topographic map and have
 RM0141.an estimated accuracy of +/- 6 seconds.
 RM0141
 RM0141.The orthometric height was determined by differential leveling
 RM0141.and adjusted by the National Geodetic Survey in June 1991..
 RM0141
 RM0141.The geoid height was determined by GEOID03.
 RM0141
 RM0141.The dynamic height is computed by dividing the NAVD 88
 RM0141.geopotential number by the normal gravity value computed on the
 RM0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0141.degrees latitude (g = 980.6199 gals.).
 RM0141
 RM0141.The modeled gravity was interpolated from observed gravity values.
 RM0141
 RM0141;                    North         East    Units  Estimated Accuracy
 RM0141;SPC WI N     -   131,310.      589,780.      MT  (+/- 180 meters Scaled)
 RM0141
 RM0141                          SUPERSEDED SURVEY CONTROL
 RM0141
 RM0141  NGVD 29 (??/??/92)  473.599  (m)         1553.80   (f) ADJ UNCH    2 0
 RM0141
 RM0141.Superseded values are not recommended for survey control.
 RM0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0141.See file dsdata.txt to determine how the superseded data were derived.
 RM0141
 RM0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM206367(NAD 83)
 RM0141_MARKER: DB = BENCH MARK DISK
 RM0141_SETTING: 66 = SET IN ROCK OUTCROP
 RM0141_SP_SET: ROCK OUTCROP
 RM0141_STAMPING: K 65 1948
 RM0141_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RM0141+STABILITY: POSITION/ELEVATION WELL
 RM0141
 RM0141  HISTORY     - Date     Condition        Report By
 RM0141  HISTORY     - 1948     MONUMENTED       CGS
 RM0141  HISTORY     - 20050912 MARK NOT FOUND   WIDT
 RM0141
 RM0141                          STATION DESCRIPTION
 RM0141
 RM0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RM0141'9.2 MI S FROM HURLEY.
 RM0141'ABOUT 8.4 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 RM0141'FROM THE STATION AT HURLEY, THENCE ABOUT 0.85 MILES NORTHEAST
 RM0141'ALONG AN ABANDONED RAILROAD LOGGING SPUR, SET IN THE TOP OF A
 RM0141'GRANITE ROCK OUTCROP AT AN OLD CAMPING SITE, ABOUT 150 FEET
 RM0141'SOUTH OF THE NORTH EDGE OF THE CLEARING, ABOUT 150 FEET EAST
 RM0141'OF THE WEST EDGE OF THE CLEARING, 95 FEET NORTH OF THE CENTER
 RM0141'LINE OF THE OLD RAILROAD BED, 54 FEET NORTHWEST OF THE NORTHWEST
 RM0141'CORNER OF THE FOUNDATION OF AN OLD LOG CABIN, 51 FEET
 RM0141'NORTH-NORTHWEST OF A WELL, 57 FEET NORTH-NORTHWEST OF A SMALL
 RM0141'LONE SPRUCE TREE, AND ABOUT LEVEL WITH THE RAILROAD BED.
 RM0141'MARK MAY BE REACHED FROM WAKEFIELD, MICHIGAN, GOGEBIC COUNTY
 RM0141'BY GOING ABOUT 0.6 MILE SOUTH ALONG OLD U.S. HIGHWAY 2 FROM THE
 RM0141'CITY HALL, THENCE ABOUT 8.6 MILES SOUTH ALONG CHANEY LANE ROAD,
 RM0141'THENCE ABOUT 1.35 MILES WEST ALONG A GRAVEL LOGGING ROAD, THENCE
 RM0141'ABOUT 9.7 MILES NORTH AND NORTHWEST ALONG A LOGGING ROAD TO THE
 RM0141'T JUNCTION OF A NORTH-SOUTH ROAD JUST EAST OF THE
 RM0141'WISCONSIN-MICHIGAN STATE LINE, THENCE ABOUT 0.8 MILE WEST AND
 RM0141'SOUTHWEST ALONG AN ABANDONED LOGGING RAILROAD BED.
 RM0141
 RM0141                          STATION RECOVERY (2005)
 RM0141
 RM0141'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RM0141'MARK NOT FOUND.  ADD NO EVIDENCE OF THE OLD RAILROAD BED EXISTS FROM
 RM0141'THE WEST, THE STATION WILL ONLY BE ACCESSABLE BY FOOT AT A DISTANCE OF
 RM0141'0.6 MI WALK THROUGH THE SWAMPS FROM THE NEAREST ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0129 ***********************************************************************
 QN0129  DESIGNATION -  K 7
 QN0129  PID         -  QN0129
 QN0129  STATE/COUNTY-  WI/TAYLOR
 QN0129  USGS QUAD   -  BELLINGER (1973)
 QN0129
 QN0129                         *CURRENT SURVEY CONTROL
 QN0129  ___________________________________________________________________
 QN0129* NAD 83(1986)-  45 07 09.     (N)    090 46 52.     (W)     SCALED    
 QN0129* NAVD 88     -       373.871  (meters)    1226.61   (feet)  ADJUSTED  
 QN0129  ___________________________________________________________________
 QN0129  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 QN0129  DYNAMIC HT  -         373.841 (meters)    1226.51  (feet)  COMP
 QN0129  MODELED GRAV-     980,526.2   (mgal)                       NAVD 88
 QN0129
 QN0129  VERT ORDER  -  FIRST     CLASS II
 QN0129
 QN0129.The horizontal coordinates were scaled from a topographic map and have
 QN0129.an estimated accuracy of +/- 6 seconds.
 QN0129
 QN0129.The orthometric height was determined by differential leveling
 QN0129.and adjusted by the National Geodetic Survey in June 1991..
 QN0129
 QN0129.The geoid height was determined by GEOID03.
 QN0129
 QN0129.The dynamic height is computed by dividing the NAVD 88
 QN0129.geopotential number by the normal gravity value computed on the
 QN0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0129.degrees latitude (g = 980.6199 gals.).
 QN0129
 QN0129.The modeled gravity was interpolated from observed gravity values.
 QN0129
 QN0129;                    North         East    Units  Estimated Accuracy
 QN0129;SPC WI C     -   143,180.      538,540.      MT  (+/- 180 meters Scaled)
 QN0129
 QN0129                          SUPERSEDED SURVEY CONTROL
 QN0129
 QN0129  NGVD 29 (??/??/92)  373.878  (m)         1226.63   (f) ADJ UNCH    1 2
 QN0129
 QN0129.Superseded values are not recommended for survey control.
 QN0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0129.See file dsdata.txt to determine how the superseded data were derived.
 QN0129
 QN0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK745985(NAD 83)
 QN0129_MARKER: DB = BENCH MARK DISK
 QN0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0129_STAMPING: K 7 1930
 QN0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0129+STABILITY: SURFACE MOTION
 QN0129
 QN0129  HISTORY     - Date     Condition        Report By
 QN0129  HISTORY     - 1930     MONUMENTED       CGS
 QN0129  HISTORY     - 1934     GOOD             NGS
 QN0129  HISTORY     - 20031104 MARK NOT FOUND   WIDT
 QN0129  HISTORY     - 20041006 MARK NOT FOUND   WIDT
 QN0129
 QN0129                          STATION DESCRIPTION
 QN0129
 QN0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 QN0129'1.9 MI SE FROM POLLEY.
 QN0129'ON THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD, 1.9
 QN0129'MILES SOUTHEAST OF THE STATION AT POLLEY, NORTHEAST OF STATE
 QN0129'HIGHWAY 64 UNDERPASS, 48 FEET NORTH OF THE CENTERLINE OF HIGHWAY,
 QN0129'23 FEET EAST OF THE TRACKS, 17 FEET NE OF THE NORTHEAST CORNER
 QN0129'OF OVERHEAD BRIDGE K 324 A, SET IN TOP OF STANDARD CONCRETE
 QN0129'MARK.  NOTE-- 48 FEET NORTH OF THE CENTERLINE OF HIGHWAY SHOULD
 QN0129'BE 43 FEET NORTH OF AND AT RIGHT ANGLES TO THE CENTER LINE OF THE
 QN0129'HIGHWAY.
 QN0129
 QN0129                          STATION RECOVERY (1934)
 QN0129
 QN0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QN0129'RECOVERED IN GOOD CONDITION.
 QN0129
 QN0129                          STATION RECOVERY (2003)
 QN0129
 QN0129'RECOVERY NOTE BY WI DEPT OF TRANSP 2003
 QN0129'MARK NOT FOUND.
 QN0129
 QN0129                          STATION RECOVERY (2004)
 QN0129
 QN0129'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0130 ***********************************************************************
 QN0130  DESIGNATION -  K 7 RESET
 QN0130  PID         -  QN0130
 QN0130  STATE/COUNTY-  WI/TAYLOR
 QN0130  USGS QUAD   -  BELLINGER (1973)
 QN0130
 QN0130                         *CURRENT SURVEY CONTROL
 QN0130  ___________________________________________________________________
 QN0130* NAD 83(1986)-  45 07 08.     (N)    090 46 52.     (W)     SCALED    
 QN0130* NAVD 88     -       376.19   (meters)    1234.2    (feet)  RESET     
 QN0130  ___________________________________________________________________
 QN0130  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 QN0130
 QN0130  VERT ORDER  -  THIRD
 QN0130
 QN0130.The horizontal coordinates were scaled from a topographic map and have
 QN0130.an estimated accuracy of +/- 6 seconds.
 QN0130
 QN0130.The orthometric height was computed from unverified reset data.
 QN0130.No vertical observational check was made to the station.
 QN0130
 QN0130.The geoid height was determined by GEOID03.
 QN0130
 QN0130;                    North         East    Units  Estimated Accuracy
 QN0130;SPC WI C     -   143,150.      538,540.      MT  (+/- 180 meters Scaled)
 QN0130
 QN0130                          SUPERSEDED SURVEY CONTROL
 QN0130
 QN0130  NGVD 29 (??/??/??)  376.20   (m)         1234.2    (f) RESET       3  
 QN0130
 QN0130.Superseded values are not recommended for survey control.
 QN0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0130.See file dsdata.txt to determine how the superseded data were derived.
 QN0130
 QN0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK745985(NAD 83)
 QN0130_MARKER: DB = BENCH MARK DISK
 QN0130_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QN0130_SP_SET: BRIDGE
 QN0130_STAMPING: K 7 RESET 1936
 QN0130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QN0130+SATELLITE: SATELLITE OBSERVATIONS - October 31, 1997
 QN0130
 QN0130  HISTORY     - Date     Condition        Report By
 QN0130  HISTORY     - 1936     MONUMENTED       WIHD
 QN0130  HISTORY     - 1940     GOOD             NGS
 QN0130  HISTORY     - 19971031 GOOD             WIDT
 QN0130
 QN0130                          STATION DESCRIPTION
 QN0130
 QN0130'DESCRIBED BY WI HIGHWAY DEPT 1936
 QN0130'1.9 MI SE FROM POLLEY.
 QN0130'1.9 MILES SOUTHEAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT
 QN0130'STE. MARIE RAILWAY FROM THE STATION AT POLLEY, TAYLOR COUNTY,
 QN0130'AT BRIDGE K-324-A OVER STATE HIGHWAY 73, AND IN THE TOP OF THE
 QN0130'SOUTHEAST WING WALL.  A STANDARD DISK, STAMPED K 7 RESET 1936.
 QN0130
 QN0130                          STATION RECOVERY (1940)
 QN0130
 QN0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 QN0130'RECOVERED IN GOOD CONDITION.
 QN0130
 QN0130                          STATION RECOVERY (1997)
 QN0130
 QN0130'RECOVERY NOTE BY WI DEPT OF TRANSP 1997
 QN0130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0306 ***********************************************************************
 NH0306  DESIGNATION -  K 78
 NH0306  PID         -  NH0306
 NH0306  STATE/COUNTY-  WI/WALWORTH
 NH0306  USGS QUAD   -  SHARON (1994)
 NH0306
 NH0306                         *CURRENT SURVEY CONTROL
 NH0306  ___________________________________________________________________
 NH0306* NAD 83(1986)-  42 34 58.     (N)    088 44 07.     (W)     SCALED    
 NH0306* NAVD 88     -       271.378  (meters)     890.35   (feet)  ADJUSTED  
 NH0306  ___________________________________________________________________
 NH0306  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 NH0306  DYNAMIC HT  -         271.295 (meters)     890.07  (feet)  COMP
 NH0306  MODELED GRAV-     980,308.2   (mgal)                       NAVD 88
 NH0306
 NH0306  VERT ORDER  -  SECOND    CLASS 0
 NH0306
 NH0306.The horizontal coordinates were scaled from a topographic map and have
 NH0306.an estimated accuracy of +/- 6 seconds.
 NH0306
 NH0306.The orthometric height was determined by differential leveling
 NH0306.and adjusted by the National Geodetic Survey in June 1991..
 NH0306
 NH0306.The geoid height was determined by GEOID03.
 NH0306
 NH0306.The dynamic height is computed by dividing the NAVD 88
 NH0306.geopotential number by the normal gravity value computed on the
 NH0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0306.degrees latitude (g = 980.6199 gals.).
 NH0306
 NH0306.The modeled gravity was interpolated from observed gravity values.
 NH0306
 NH0306;                    North         East    Units  Estimated Accuracy
 NH0306;SPC WI S     -    65,530.      703,820.      MT  (+/- 180 meters Scaled)
 NH0306
 NH0306                          SUPERSEDED SURVEY CONTROL
 NH0306
 NH0306  NGVD 29 (??/??/92)  271.446  (m)          890.57   (f) ADJ UNCH    2 0
 NH0306
 NH0306.Superseded values are not recommended for survey control.
 NH0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0306.See file dsdata.txt to determine how the superseded data were derived.
 NH0306
 NH0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN576159(NAD 83)
 NH0306_MARKER: DB = BENCH MARK DISK
 NH0306_SETTING: 66 = SET IN ROCK OUTCROP
 NH0306_SP_SET: ROCK CUT
 NH0306_STAMPING: K 78 1960
 NH0306_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NH0306+STABILITY: POSITION/ELEVATION WELL
 NH0306
 NH0306  HISTORY     - Date     Condition        Report By
 NH0306  HISTORY     - 1960     MONUMENTED       CGS
 NH0306
 NH0306                          STATION DESCRIPTION
 NH0306
 NH0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0306'0.8 MI SE FROM BARDWELL.
 NH0306'ABOUT 0.8 MILE SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NH0306'AND PACIFIC RAILROAD FROM THE STATION AT BARDWELL, 0.4 MILE
 NH0306'SOUTHEAST OF THE OVERPASS OF STATE HIGHWAY 15 OVER THE TRACK,
 NH0306'0.3 MILE WEST OF MILEPOLE 81, ON THE OUTSIDE OF A LONG CURVE
 NH0306'WITH TANGENTS EXTENDING EAST AND NORTHWEST, 27 FEET SOUTH OF
 NH0306'THE SOUTH RAIL, IN TOP OF A THREE CORNERED ROCK 4-FEET-LONG
 NH0306'BY 1 1/2-FEET-HIGH THAT IS AT THE BASE OF A DEEP CUT AND IS
 NH0306'ABOUT IN THE CENTER OF CUT, 68 FEET EAST OF A POLE WITH GUY
 NH0306'WIRE (THE 9TH. POLE WEST OF MILEPOLE), ABOUT LEVEL WITH THE
 NH0306'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0196 ***********************************************************************
 ON0196  DESIGNATION -  K 79
 ON0196  PID         -  ON0196
 ON0196  STATE/COUNTY-  WI/VERNON
 ON0196  USGS QUAD   -  COON VALLEY (1983)
 ON0196
 ON0196                         *CURRENT SURVEY CONTROL
 ON0196  ___________________________________________________________________
 ON0196* NAD 83(1986)-  43 41 37.     (N)    091 02 31.     (W)     SCALED    
 ON0196* NAVD 88     -       218.513  (meters)     716.90   (feet)  ADJUSTED  
 ON0196  ___________________________________________________________________
 ON0196  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 ON0196  DYNAMIC HT  -         218.464 (meters)     716.74  (feet)  COMP
 ON0196  MODELED GRAV-     980,391.4   (mgal)                       NAVD 88
 ON0196
 ON0196  VERT ORDER  -  SECOND    CLASS 0
 ON0196
 ON0196.The horizontal coordinates were scaled from a topographic map and have
 ON0196.an estimated accuracy of +/- 6 seconds.
 ON0196
 ON0196.The orthometric height was determined by differential leveling
 ON0196.and adjusted by the National Geodetic Survey in June 1991..
 ON0196.WARNING-Repeat measurements at this control monument indicate possible
 ON0196.vertical movement.
 ON0196
 ON0196.The geoid height was determined by GEOID03.
 ON0196
 ON0196.The dynamic height is computed by dividing the NAVD 88
 ON0196.geopotential number by the normal gravity value computed on the
 ON0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0196.degrees latitude (g = 980.6199 gals.).
 ON0196
 ON0196.The modeled gravity was interpolated from observed gravity values.
 ON0196
 ON0196;                    North         East    Units  Estimated Accuracy
 ON0196;SPC WI S     -   188,670.      516,010.      MT  (+/- 180 meters Scaled)
 ON0196
 ON0196                          SUPERSEDED SURVEY CONTROL
 ON0196
 ON0196  NGVD 29 (??/??/92)  218.525  (m)          716.94   (f) ADJ UNCH    2 0
 ON0196
 ON0196.Superseded values are not recommended for survey control.
 ON0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0196.See file dsdata.txt to determine how the superseded data were derived.
 ON0196
 ON0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ577397(NAD 83)
 ON0196_MARKER: DB = BENCH MARK DISK
 ON0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0196_STAMPING: K 79 1934
 ON0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0196+STABILITY: SURFACE MOTION
 ON0196
 ON0196  HISTORY     - Date     Condition        Report By
 ON0196  HISTORY     - 1934     MONUMENTED       CGS
 ON0196  HISTORY     - 1938     GOOD             NGS
 ON0196
 ON0196                          STATION DESCRIPTION
 ON0196
 ON0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 ON0196'1.4 MI SW FROM COON VALLEY.
 ON0196'1.4 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 ON0196'AND PACIFIC RAILROAD FROM THE A. SPELLMAN LUMBER CO. AT COON
 ON0196'VALLEY, VERNON COUNTY, 200 FEET NORTHWEST OF THE MRS. M.J.
 ON0196'BEEBE FRAME HOUSE, AT A PRIVATE-ROAD CROSSING, 18 FEET NORTH
 ON0196'OF THE CENTERLINE OF THE ROAD, 18 FEET EAST OF THE CENTERLINE
 ON0196'OF THE TRACK, AND LEVEL WITH THE TRACK, AND SET IN THE TOP
 ON0196'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0507 ***********************************************************************
 PN0507  DESIGNATION -  K 8
 PN0507  PID         -  PN0507
 PN0507  STATE/COUNTY-  WI/PORTAGE
 PN0507  USGS QUAD   -  WHITING (1976)
 PN0507
 PN0507                         *CURRENT SURVEY CONTROL
 PN0507  ___________________________________________________________________
 PN0507* NAD 83(1986)-  44 27 26.     (N)    089 32 45.     (W)     SCALED    
 PN0507* NAVD 88     -       327.586  (meters)    1074.76   (feet)  ADJUSTED  
 PN0507  ___________________________________________________________________
 PN0507  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 PN0507  DYNAMIC HT  -         327.525 (meters)    1074.55  (feet)  COMP
 PN0507  MODELED GRAV-     980,424.2   (mgal)                       NAVD 88
 PN0507
 PN0507  VERT ORDER  -  FIRST     CLASS II
 PN0507
 PN0507.The horizontal coordinates were scaled from a topographic map and have
 PN0507.an estimated accuracy of +/- 6 seconds.
 PN0507
 PN0507.The orthometric height was determined by differential leveling
 PN0507.and adjusted by the National Geodetic Survey in June 1991..
 PN0507
 PN0507.The geoid height was determined by GEOID03.
 PN0507
 PN0507.The dynamic height is computed by dividing the NAVD 88
 PN0507.geopotential number by the normal gravity value computed on the
 PN0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0507.degrees latitude (g = 980.6199 gals.).
 PN0507
 PN0507.The modeled gravity was interpolated from observed gravity values.
 PN0507
 PN0507;                    North         East    Units  Estimated Accuracy
 PN0507;SPC WI C     -    69,430.      636,150.      MT  (+/- 180 meters Scaled)
 PN0507
 PN0507                          SUPERSEDED SURVEY CONTROL
 PN0507
 PN0507  NGVD 29 (??/??/92)  327.596  (m)         1074.79   (f) ADJ UNCH    1 2
 PN0507
 PN0507.Superseded values are not recommended for survey control.
 PN0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0507.See file dsdata.txt to determine how the superseded data were derived.
 PN0507
 PN0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ974258(NAD 83)
 PN0507_MARKER: DB = BENCH MARK DISK
 PN0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0507_STAMPING: K 8 1930
 PN0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0507+STABILITY: SURFACE MOTION
 PN0507
 PN0507  HISTORY     - Date     Condition        Report By
 PN0507  HISTORY     - 1930     MONUMENTED       CGS
 PN0507  HISTORY     - 1967     GOOD             NGS
 PN0507  HISTORY     - 1985     MARK NOT FOUND   NGS
 PN0507  HISTORY     - 19961102 GOOD             USPSQD
 PN0507  HISTORY     - 20031022 MARK NOT FOUND   WIDT
 PN0507
 PN0507                          STATION DESCRIPTION
 PN0507
 PN0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PN0507'AT PLOVER.
 PN0507'MARK IS LOCATED IN THE TOWN OF PLOVER, 339 FEET WEST OF THE
 PN0507'INTERSECTION OF 2ND AVENUE AND GREEN BAY AND WESTERN RAILROAD.
 PN0507'112 FEET WEST OF A WATER WELL AND PUMP, 88 FEET WEST OF A
 PN0507'RAILROAD SIDING SWITCHBOX, 21 FEET SOUTH OF A SIDEWALK, 21 FEET
 PN0507'NORTH OF THE NORTH RAIL OF THE MAINLINE, 20.3 FEET EAST-NORTHEAST
 PN0507'OF A RAILROAD SIDEING SWITCHBOX, AND 16 FEET SOUTHEAST OF A
 PN0507'POWER POLE.  A STANDARD DISK STAMPED K 8 1930 1074.788, SET IN
 PN0507'THE TOP OF A CONCRETE MONUMENT.
 PN0507
 PN0507                          STATION RECOVERY (1985)
 PN0507
 PN0507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0507'MARK NOT FOUND.
 PN0507
 PN0507                          STATION RECOVERY (1996)
 PN0507
 PN0507'RECOVERY NOTE BY US POWER SQUADRON 1996
 PN0507'RECOVERED IN GOOD CONDITION.
 PN0507
 PN0507                          STATION RECOVERY (2003)
 PN0507
 PN0507'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (BEB)
 PN0507'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0136 ***********************************************************************
 ON0136  DESIGNATION -  K 80
 ON0136  PID         -  ON0136
 ON0136  STATE/COUNTY-  WI/RICHLAND
 ON0136  USGS QUAD   -  SABIN (1983)
 ON0136
 ON0136                         *CURRENT SURVEY CONTROL
 ON0136  ___________________________________________________________________
 ON0136* NAD 83(1986)-  43 23 16.     (N)    090 36 09.     (W)     SCALED    
 ON0136* NAVD 88     -       282.891  (meters)     928.12   (feet)  ADJUSTED  
 ON0136  ___________________________________________________________________
 ON0136  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 ON0136  DYNAMIC HT  -         282.818 (meters)     927.88  (feet)  COMP
 ON0136  MODELED GRAV-     980,352.8   (mgal)                       NAVD 88
 ON0136
 ON0136  VERT ORDER  -  SECOND    CLASS 0
 ON0136
 ON0136.The horizontal coordinates were scaled from a topographic map and have
 ON0136.an estimated accuracy of +/- 6 seconds.
 ON0136
 ON0136.The orthometric height was determined by differential leveling
 ON0136.and adjusted by the National Geodetic Survey in June 1991..
 ON0136
 ON0136.The geoid height was determined by GEOID03.
 ON0136
 ON0136.The dynamic height is computed by dividing the NAVD 88
 ON0136.geopotential number by the normal gravity value computed on the
 ON0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0136.degrees latitude (g = 980.6199 gals.).
 ON0136
 ON0136.The modeled gravity was interpolated from observed gravity values.
 ON0136
 ON0136;                    North         East    Units  Estimated Accuracy
 ON0136;SPC WI S     -   154,350.      551,190.      MT  (+/- 180 meters Scaled)
 ON0136
 ON0136                          SUPERSEDED SURVEY CONTROL
 ON0136
 ON0136  NGVD 29 (??/??/92)  282.927  (m)          928.24   (f) ADJ UNCH    2 0
 ON0136
 ON0136.Superseded values are not recommended for survey control.
 ON0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0136.See file dsdata.txt to determine how the superseded data were derived.
 ON0136
 ON0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ941066(NAD 83)
 ON0136_MARKER: DB = BENCH MARK DISK
 ON0136_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ON0136_SP_SET: CULVERT
 ON0136_STAMPING: K 80 1934
 ON0136_MARK LOGO: CGS   
 ON0136_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ON0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0136+STABILITY: SURFACE MOTION
 ON0136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON0136+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 ON0136
 ON0136  HISTORY     - Date     Condition        Report By
 ON0136  HISTORY     - 1934     MONUMENTED       CGS
 ON0136  HISTORY     - 20020827 GOOD             WIDT
 ON0136
 ON0136                          STATION DESCRIPTION
 ON0136
 ON0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0136'0.3 MI SE FROM BOSSTOWN.
 ON0136'0.3 MILE SOUTHEAST ALONG U.S. HIGHWAY 14 FROM THE BOSSTOWN
 ON0136'CHEESE FACTORY AT BOSSTOWN, RICHLAND COUNTY, AT A 5- BY 12-FOOT
 ON0136'CONCRETE BOX CULVERT, IN THE TOP OF THE WEST END OF THE NORTH
 ON0136'HEADWALL, 25 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND 3-1/2
 ON0136'FEET LOWER THAN THE ROADWAY.
 ON0136
 ON0136                          STATION RECOVERY (2002)
 ON0136
 ON0136'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (TSS)
 ON0136'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 ON0136'STATION FROM THE JUNCTION OF US HIGHWAY 14 WITH STATE HIGHWAY 171
 ON0136'SOUTH WITH COUNTY HIGHWAY EAST NORTH 0.5 MI (0.8 KM) NORTH OF THE
 ON0136'VILLAGE OF BOAZ, GO NORTHWEST ON US HIGHWAY 14 FOR 5.4 MI (8.69 KM) TO
 ON0136'BOSSTOWN LANE AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 ON0136'US COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP OF A
 ON0136'PARAPET ABOUT 1 M (3.3 FT) ABOVE THE GROUND.  THE STATION IS 81.4 M
 ON0136'(267.1 FT) NORTH OF THE CENTERLINE OF US HIGHWAY 14, 67 M (219.8 FT)
 ON0136'NORTHWEST OF THE CENTERLINE OF BOSSTOWN LANE, 19.3 M (63.3 FT)
 ON0136'SOUTHEAST OF A POWER POLE --3546--, AND 0.4 M (1.3 FT) SOUTHEAST OF AN
 ON0136'ORANGE PLASTIC WITNESS POST.  ---NOTE---THE STATION IS IN AN ABANDONED
 ON0136'BRIDGE NORTH OF THE EXSISTING HIGHWAY.  ---NOTE2---THIS STATION HAS NO
 ON0136'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 ON0136'HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0060 ***********************************************************************
 ON0060  DESIGNATION -  K 81
 ON0060  PID         -  ON0060
 ON0060  STATE/COUNTY-  WI/RICHLAND
 ON0060  USGS QUAD   -  RICHLAND CENTER (1983)
 ON0060
 ON0060                         *CURRENT SURVEY CONTROL
 ON0060  ___________________________________________________________________
 ON0060* NAD 83(1986)-  43 20 06.     (N)    090 23 08.     (W)     SCALED    
 ON0060* NAVD 88     -       224.922  (meters)     737.93   (feet)  ADJUSTED  
 ON0060  ___________________________________________________________________
 ON0060  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 ON0060  DYNAMIC HT  -         224.863 (meters)     737.74  (feet)  COMP
 ON0060  MODELED GRAV-     980,354.5   (mgal)                       NAVD 88
 ON0060
 ON0060  VERT ORDER  -  SECOND    CLASS 0
 ON0060
 ON0060.The horizontal coordinates were scaled from a topographic map and have
 ON0060.an estimated accuracy of +/- 6 seconds.
 ON0060
 ON0060.The orthometric height was determined by differential leveling
 ON0060.and adjusted by the National Geodetic Survey in June 1991..
 ON0060
 ON0060.The geoid height was determined by GEOID03.
 ON0060
 ON0060.The dynamic height is computed by dividing the NAVD 88
 ON0060.geopotential number by the normal gravity value computed on the
 ON0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0060.degrees latitude (g = 980.6199 gals.).
 ON0060
 ON0060.The modeled gravity was interpolated from observed gravity values.
 ON0060
 ON0060;                    North         East    Units  Estimated Accuracy
 ON0060;SPC WI S     -   148,380.      568,740.      MT  (+/- 180 meters Scaled)
 ON0060
 ON0060                          SUPERSEDED SURVEY CONTROL
 ON0060
 ON0060  NGVD 29 (??/??/92)  224.965  (m)          738.07   (f) ADJ UNCH    2 0
 ON0060
 ON0060.Superseded values are not recommended for survey control.
 ON0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0060.See file dsdata.txt to determine how the superseded data were derived.
 ON0060
 ON0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ119013(NAD 83)
 ON0060_MARKER: DB = BENCH MARK DISK
 ON0060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ON0060_SP_SET: STEP
 ON0060_STAMPING: K 81 1934
 ON0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0060
 ON0060  HISTORY     - Date     Condition        Report By
 ON0060  HISTORY     - 1934     MONUMENTED       CGS
 ON0060  HISTORY     - 1943     GOOD             LOCENG
 ON0060
 ON0060                          STATION DESCRIPTION
 ON0060
 ON0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0060'AT RICHLAND CENTER.
 ON0060'AT RICHLAND CENTER, RICHLAND COUNTY, AT THE FRONT ENTRANCE TO
 ON0060'THE FARMERS AND MERCHANTS BANK, IN THE NORTHEAST END OF THE
 ON0060'LIMESTONE STEP, 1 FOOT NORTHEAST OF THE ENTRANCE, AND ABOUT LEVEL
 ON0060'WITH THE ROADWAY.  A STANDARD DISK, STAMPED K 81 1934.  NOTE-- NOW
 ON0060'AT THE ENTRANCE OF THE FASHION SHOP, FORMERLY THE FARMERS AND
 ON0060'MERCHANTS BANK.
 ON0060
 ON0060                          STATION RECOVERY (1943)
 ON0060
 ON0060'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1943
 ON0060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0033 ***********************************************************************
 ON0033  DESIGNATION -  K 82
 ON0033  PID         -  ON0033
 ON0033  STATE/COUNTY-  WI/JUNEAU
 ON0033  USGS QUAD   -  KENDALL EAST (1983)
 ON0033
 ON0033                         *CURRENT SURVEY CONTROL
 ON0033  ___________________________________________________________________
 ON0033* NAD 83(1986)-  43 49 34.     (N)    090 16 21.     (W)     SCALED    
 ON0033* NAVD 88     -       327.856  (meters)    1075.64   (feet)  ADJUSTED  
 ON0033  ___________________________________________________________________
 ON0033  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 ON0033  DYNAMIC HT  -         327.778 (meters)    1075.38  (feet)  COMP
 ON0033  MODELED GRAV-     980,373.1   (mgal)                       NAVD 88
 ON0033
 ON0033  VERT ORDER  -  SECOND    CLASS 0
 ON0033
 ON0033.The horizontal coordinates were scaled from a topographic map and have
 ON0033.an estimated accuracy of +/- 6 seconds.
 ON0033
 ON0033.The orthometric height was determined by differential leveling
 ON0033.and adjusted by the National Geodetic Survey in June 1991..
 ON0033
 ON0033.The geoid height was determined by GEOID03.
 ON0033
 ON0033.The dynamic height is computed by dividing the NAVD 88
 ON0033.geopotential number by the normal gravity value computed on the
 ON0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0033.degrees latitude (g = 980.6199 gals.).
 ON0033
 ON0033.The modeled gravity was interpolated from observed gravity values.
 ON0033
 ON0033;                    North         East    Units  Estimated Accuracy
 ON0033;SPC WI S     -   202,900.      578,080.      MT  (+/- 180 meters Scaled)
 ON0033
 ON0033                          SUPERSEDED SURVEY CONTROL
 ON0033
 ON0033  NGVD 29 (??/??/92)  327.873  (m)         1075.70   (f) ADJ UNCH    2 0
 ON0033
 ON0033.Superseded values are not recommended for survey control.
 ON0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0033.See file dsdata.txt to determine how the superseded data were derived.
 ON0033
 ON0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ193561(NAD 83)
 ON0033_MARKER: DB = BENCH MARK DISK
 ON0033_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ON0033_SP_SET: CONCRETE FOUNDATION
 ON0033_STAMPING: K 82 1934
 ON0033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0033
 ON0033  HISTORY     - Date     Condition        Report By
 ON0033  HISTORY     - 1934     MONUMENTED       CGS
 ON0033
 ON0033                          STATION DESCRIPTION
 ON0033
 ON0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0033'4 MI S FROM HUSTLER.
 ON0033'ABOUT 4.0 MILES SOUTH ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 ON0033'AND OMAHA RAILWAY FROM THE MAIN STREET CROSSING AT HUSTLER,
 ON0033'JUNEAU COUNTY, ABOUT 18 POLES NORTH OF MILEPOST 190, ABOUT 336
 ON0033'FEET SOUTH OF AN 850-FOOT TUNNEL, AT BLADE SEMAPHORE 1896,
 ON0033'IN THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE FOUNDATION,
 ON0033'9 FEET WEST OF THE CENTER LINE OF THE TRACK, AND ABOUT LEVEL
 ON0033'WITH THE TRAIL.  A STANDARD DISK, STAMPED K 82 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0522 ***********************************************************************
 OM0522  DESIGNATION -  K 83
 OM0522  PID         -  OM0522
 OM0522  STATE/COUNTY-  WI/JUNEAU
 OM0522  USGS QUAD   -  LYNDON STATION (1975)
 OM0522
 OM0522                         *CURRENT SURVEY CONTROL
 OM0522  ___________________________________________________________________
 OM0522* NAD 83(1986)-  43 42 44.     (N)    089 53 59.     (W)     SCALED    
 OM0522* NAVD 88     -       274.538  (meters)     900.71   (feet)  ADJUSTED  
 OM0522  ___________________________________________________________________
 OM0522  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 OM0522  DYNAMIC HT  -         274.472 (meters)     900.50  (feet)  COMP
 OM0522  MODELED GRAV-     980,372.3   (mgal)                       NAVD 88
 OM0522
 OM0522  VERT ORDER  -  SECOND    CLASS 0
 OM0522
 OM0522.The horizontal coordinates were scaled from a topographic map and have
 OM0522.an estimated accuracy of +/- 6 seconds.
 OM0522
 OM0522.The orthometric height was determined by differential leveling
 OM0522.and adjusted by the National Geodetic Survey in June 1991..
 OM0522
 OM0522.The geoid height was determined by GEOID03.
 OM0522
 OM0522.The dynamic height is computed by dividing the NAVD 88
 OM0522.geopotential number by the normal gravity value computed on the
 OM0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0522.degrees latitude (g = 980.6199 gals.).
 OM0522
 OM0522.The modeled gravity was interpolated from observed gravity values.
 OM0522
 OM0522;                    North         East    Units  Estimated Accuracy
 OM0522;SPC WI S     -   190,220.      608,080.      MT  (+/- 180 meters Scaled)
 OM0522
 OM0522                          SUPERSEDED SURVEY CONTROL
 OM0522
 OM0522  NGVD 29 (??/??/92)  274.568  (m)          900.81   (f) ADJ UNCH    2 0
 OM0522
 OM0522.Superseded values are not recommended for survey control.
 OM0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0522.See file dsdata.txt to determine how the superseded data were derived.
 OM0522
 OM0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP663439(NAD 83)
 OM0522_MARKER: DB = BENCH MARK DISK
 OM0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0522_STAMPING: K-83 1934
 OM0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0522+STABILITY: SURFACE MOTION
 OM0522
 OM0522  HISTORY     - Date     Condition        Report By
 OM0522  HISTORY     - 1934     MONUMENTED       CGS
 OM0522  HISTORY     - 1947     MARK NOT FOUND   LOCENG
 OM0522
 OM0522                          STATION DESCRIPTION
 OM0522
 OM0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0522'AT LYNDON.
 OM0522'ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC RAILROAD AT
 OM0522'THE MAIN STREET CROSSING.  SET IN CONCRETE POST 27 FEET WEST
 OM0522'OF THE CENTER LINE OF THE CROSSING, THENCE 15 FEET SOUTH OF THE
 OM0522'CENTER LINE OF SOUTH MAIN TRACK, 74 FEET NORTH OF THE POINT
 OM0522'OF INTERSECTION OF THE CENTER LINES OF CROSS STREET, AT RAIL
 OM0522'LEVEL.
 OM0522
 OM0522                          STATION RECOVERY (1947)
 OM0522
 OM0522'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1947
 OM0522'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0337 ***********************************************************************
 OM0337  DESIGNATION -  K 84
 OM0337  PID         -  OM0337
 OM0337  STATE/COUNTY-  WI/COLUMBIA
 OM0337  USGS QUAD   -  PARDEEVILLE (1984)
 OM0337
 OM0337                         *CURRENT SURVEY CONTROL
 OM0337  ___________________________________________________________________
 OM0337* NAD 83(1986)-  43 32 10.     (N)    089 16 05.     (W)     SCALED    
 OM0337* NAVD 88     -       250.507  (meters)     821.87   (feet)  ADJUSTED  
 OM0337  ___________________________________________________________________
 OM0337  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 OM0337  DYNAMIC HT  -         250.444 (meters)     821.66  (feet)  COMP
 OM0337  MODELED GRAV-     980,360.7   (mgal)                       NAVD 88
 OM0337
 OM0337  VERT ORDER  -  SECOND    CLASS 0
 OM0337
 OM0337.The horizontal coordinates were scaled from a topographic map and have
 OM0337.an estimated accuracy of +/- 6 seconds.
 OM0337
 OM0337.The orthometric height was determined by differential leveling
 OM0337.and adjusted by the National Geodetic Survey in June 1991..
 OM0337
 OM0337.The geoid height was determined by GEOID03.
 OM0337
 OM0337.The dynamic height is computed by dividing the NAVD 88
 OM0337.geopotential number by the normal gravity value computed on the
 OM0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0337.degrees latitude (g = 980.6199 gals.).
 OM0337
 OM0337.The modeled gravity was interpolated from observed gravity values.
 OM0337
 OM0337;                    North         East    Units  Estimated Accuracy
 OM0337;SPC WI S     -   170,910.      659,160.      MT  (+/- 180 meters Scaled)
 OM0337
 OM0337                          SUPERSEDED SURVEY CONTROL
 OM0337
 OM0337  NGVD 29 (??/??/92)  250.548  (m)          822.01   (f) ADJ UNCH    2 0
 OM0337
 OM0337.Superseded values are not recommended for survey control.
 OM0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0337.See file dsdata.txt to determine how the superseded data were derived.
 OM0337
 OM0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP167228(NAD 83)
 OM0337_MARKER: DB = BENCH MARK DISK
 OM0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0337_STAMPING: K-84 1934
 OM0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0337+STABILITY: SURFACE MOTION
 OM0337
 OM0337  HISTORY     - Date     Condition        Report By
 OM0337  HISTORY     - 1934     MONUMENTED       CGS
 OM0337
 OM0337                          STATION DESCRIPTION
 OM0337
 OM0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0337'1.7 MI E FROM PARDEEVILLE.
 OM0337'1.7 MILES EAST OF THE DEPOT AT PARDEEVILLE.  ALONG THE CHICAGO,
 OM0337'MILWAUKEE, ST PAUL AND PACIFIC RAILROAD 1 1/2 POLES WEST OF
 OM0337'MILEPOST 173, 20 FEET WEST OF THE CENTER LINE OF PUBLIC ROAD
 OM0337'CROSSING, THENCE 21 FEET SOUTH OF THE CENTER LINE OF THE TRACK,
 OM0337'27 FEET NORTH OF RIGHT-OF-WAY FENCE, AT RAIL LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0247 ***********************************************************************
 OM0247  DESIGNATION -  K 85
 OM0247  PID         -  OM0247
 OM0247  STATE/COUNTY-  WI/DODGE
 OM0247  USGS QUAD   -  BEAVER DAM (1980)
 OM0247
 OM0247                         *CURRENT SURVEY CONTROL
 OM0247  ___________________________________________________________________
 OM0247* NAD 83(1986)-  43 28 04.     (N)    088 48 15.     (W)     SCALED    
 OM0247* NAVD 88     -       273.814  (meters)     898.34   (feet)  ADJUSTED  
 OM0247  ___________________________________________________________________
 OM0247  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 OM0247  DYNAMIC HT  -         273.749 (meters)     898.12  (feet)  COMP
 OM0247  MODELED GRAV-     980,376.2   (mgal)                       NAVD 88
 OM0247
 OM0247  VERT ORDER  -  SECOND    CLASS 0
 OM0247
 OM0247.The horizontal coordinates were scaled from a topographic map and have
 OM0247.an estimated accuracy of +/- 6 seconds.
 OM0247
 OM0247.The orthometric height was determined by differential leveling
 OM0247.and adjusted by the National Geodetic Survey in June 1991..
 OM0247
 OM0247.The geoid height was determined by GEOID03.
 OM0247
 OM0247.The dynamic height is computed by dividing the NAVD 88
 OM0247.geopotential number by the normal gravity value computed on the
 OM0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0247.degrees latitude (g = 980.6199 gals.).
 OM0247
 OM0247.The modeled gravity was interpolated from observed gravity values.
 OM0247
 OM0247;                    North         East    Units  Estimated Accuracy
 OM0247;SPC WI S     -   163,750.      696,760.      MT  (+/- 180 meters Scaled)
 OM0247
 OM0247                          SUPERSEDED SURVEY CONTROL
 OM0247
 OM0247  NGVD 29 (??/??/92)  273.863  (m)          898.50   (f) ADJ UNCH    2 0
 OM0247
 OM0247.Superseded values are not recommended for survey control.
 OM0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0247.See file dsdata.txt to determine how the superseded data were derived.
 OM0247
 OM0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP540143(NAD 83)
 OM0247_MARKER: DB = BENCH MARK DISK
 OM0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0247_STAMPING: K-85 1934
 OM0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0247+STABILITY: SURFACE MOTION
 OM0247
 OM0247  HISTORY     - Date     Condition        Report By
 OM0247  HISTORY     - 1934     MONUMENTED       CGS
 OM0247  HISTORY     - 1976     POOR             USGS
 OM0247  HISTORY     - 20030528 MARK NOT FOUND   WIDT
 OM0247
 OM0247                          STATION DESCRIPTION
 OM0247
 OM0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0247'2.3 MI E FROM BEAVER DAM.
 OM0247'2.3 MILES EAST OF BEAVER DAM ALONG THE CHICAGO, MILWAUKEE, ST PAUL
 OM0247'AND PACIFIC RAILROAD 15 POLES EAST OF MILEPOST 148, 30 FEET
 OM0247'EAST OF THE CENTER LINE OF PUBLIC ROAD CROSSING, THENCE 16 FEET
 OM0247'NORTH OF THE CENTER LINE OF THE TRACK, 33 FEET SOUTH OF THE
 OM0247'RIGHT-OF-WAY FENCE, 1 FOOT BELOW RAIL LEVEL.
 OM0247
 OM0247                          STATION RECOVERY (1976)
 OM0247
 OM0247'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 OM0247'MARK RECOVERED IN POOR CONDITION.
 OM0247
 OM0247                          STATION RECOVERY (2003)
 OM0247
 OM0247'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 OM0247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0074 ***********************************************************************
 OM0074  DESIGNATION -  K 86
 OM0074  PID         -  OM0074
 OM0074  STATE/COUNTY-  WI/WASHINGTON
 OM0074  USGS QUAD   -  MENOMONEE FALLS (1994)
 OM0074
 OM0074                         *CURRENT SURVEY CONTROL
 OM0074  ___________________________________________________________________
 OM0074* NAD 83(1986)-  43 11 31.     (N)    088 03 57.     (W)     SCALED    
 OM0074* NAVD 88     -       236.411  (meters)     775.63   (feet)  ADJUSTED  
 OM0074  ___________________________________________________________________
 OM0074  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 OM0074  DYNAMIC HT  -         236.352 (meters)     775.43  (feet)  COMP
 OM0074  MODELED GRAV-     980,366.0   (mgal)                       NAVD 88
 OM0074
 OM0074  VERT ORDER  -  SECOND    CLASS 0
 OM0074
 OM0074.The horizontal coordinates were scaled from a topographic map and have
 OM0074.an estimated accuracy of +/- 6 seconds.
 OM0074
 OM0074.The orthometric height was determined by differential leveling
 OM0074.and adjusted by the National Geodetic Survey in June 1991..
 OM0074
 OM0074.The geoid height was determined by GEOID03.
 OM0074
 OM0074.The dynamic height is computed by dividing the NAVD 88
 OM0074.geopotential number by the normal gravity value computed on the
 OM0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0074.degrees latitude (g = 980.6199 gals.).
 OM0074
 OM0074.The modeled gravity was interpolated from observed gravity values.
 OM0074
 OM0074;                    North         East    Units  Estimated Accuracy
 OM0074;SPC WI S     -   134,240.      757,200.      MT  (+/- 180 meters Scaled)
 OM0074
 OM0074                          SUPERSEDED SURVEY CONTROL
 OM0074
 OM0074  NGVD 29 (??/??/92)  236.490  (m)          775.88   (f) ADJ UNCH    2 0
 OM0074
 OM0074.Superseded values are not recommended for survey control.
 OM0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0074.See file dsdata.txt to determine how the superseded data were derived.
 OM0074
 OM0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN133826(NAD 83)
 OM0074_MARKER: DB = BENCH MARK DISK
 OM0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0074_STAMPING: K-86 1934
 OM0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0074+STABILITY: SURFACE MOTION
 OM0074
 OM0074  HISTORY     - Date     Condition        Report By
 OM0074  HISTORY     - 1934     MONUMENTED       CGS
 OM0074  HISTORY     - 20060528 MARK NOT FOUND   USPSQD
 OM0074
 OM0074                          STATION DESCRIPTION
 OM0074
 OM0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0074'1.6 MI NW FROM GRANVILLE.
 OM0074'1.6 MILES NORTHWEST OF ALONG THE CHICAGO, MILWAUKEE, ST PAUL
 OM0074'AND PACIFIC RAILROAD 7 POLES SOUTHEAST OF MILEPOST 102, 54 FEET
 OM0074'NORTHWEST OF THE CENTER LINE OF THE PUBLIC ROAD CROSSING, THENCE
 OM0074'15 FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK, 3.5 FEET BELOW
 OM0074'RAIL LEVEL.
 OM0074
 OM0074                          STATION RECOVERY (2006)
 OM0074
 OM0074'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRB)
 OM0074'THE STATION WAS NOT FOUND AND IF PRESENT IS UNDER HEAVY WEED GROWTH.
 OM0074'THE PUBLIC ROAD CROSSING IN THE 1934 DESCRIPTION IS COUNTY LINE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0168 ***********************************************************************
 OL0168  DESIGNATION -  K 87
 OL0168  PID         -  OL0168
 OL0168  STATE/COUNTY-  WI/OZAUKEE
 OL0168  USGS QUAD   -  CEDAR GROVE (1974)
 OL0168
 OL0168                         *CURRENT SURVEY CONTROL
 OL0168  ___________________________________________________________________
 OL0168* NAD 83(1986)-  43 32 34.     (N)    087 50 18.     (W)     SCALED    
 OL0168* NAVD 88     -       221.946  (meters)     728.17   (feet)  ADJUSTED  
 OL0168  ___________________________________________________________________
 OL0168  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 OL0168  DYNAMIC HT  -         221.900 (meters)     728.02  (feet)  COMP
 OL0168  MODELED GRAV-     980,407.4   (mgal)                       NAVD 88
 OL0168
 OL0168  VERT ORDER  -  SECOND    CLASS I
 OL0168
 OL0168.The horizontal coordinates were scaled from a topographic map and have
 OL0168.an estimated accuracy of +/- 6 seconds.
 OL0168
 OL0168.The orthometric height was determined by differential leveling
 OL0168.and adjusted by the National Geodetic Survey in May 2003..
 OL0168.WARNING-Repeat measurements at this control monument indicate possible
 OL0168.vertical movement.
 OL0168
 OL0168.The geoid height was determined by GEOID03.
 OL0168
 OL0168.The dynamic height is computed by dividing the NAVD 88
 OL0168.geopotential number by the normal gravity value computed on the
 OL0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0168.degrees latitude (g = 980.6199 gals.).
 OL0168
 OL0168.The modeled gravity was interpolated from observed gravity values.
 OL0168
 OL0168;                    North         East    Units  Estimated Accuracy
 OL0168;SPC WI S     -   173,650.      774,670.      MT  (+/- 180 meters Scaled)
 OL0168
 OL0168                          SUPERSEDED SURVEY CONTROL
 OL0168
 OL0168  NAVD 88 (06/15/91)  221.934  (m)          728.13   (f) UNKNOWN     1 0
 OL0168  NGVD 29 (??/??/92)  221.961  (m)          728.22   (f) ADJ UNCH    2 0
 OL0168
 OL0168.Superseded values are not recommended for survey control.
 OL0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0168.See file dsdata.txt to determine how the superseded data were derived.
 OL0168
 OL0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP322214(NAD 83)
 OL0168_MARKER: DB = BENCH MARK DISK
 OL0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OL0168_STAMPING: K 87 1934
 OL0168_MARK LOGO: CGS   
 OL0168_PROJECTION: PROJECTING 13 CENTIMETERS
 OL0168_MAGNETIC: N = NO MAGNETIC MATERIAL
 OL0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0168+STABILITY: SURFACE MOTION
 OL0168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0168+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2003
 OL0168
 OL0168  HISTORY     - Date     Condition        Report By
 OL0168  HISTORY     - 1934     MONUMENTED       CGS
 OL0168  HISTORY     - 1972     GOOD             NGS
 OL0168  HISTORY     - 20010601 GOOD             WIDT
 OL0168  HISTORY     - 20031108 GOOD             USPSQD
 OL0168
 OL0168                          STATION DESCRIPTION
 OL0168
 OL0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0168'1.9 MI SW FROM CEDAR GROVE.
 OL0168'ABOUT 1.9 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 OL0168'RAILWAY FROM THE CROSSING OF STATE HIGHWAY 32 AT CEDAR GROVE,
 OL0168'118 FEET SOUTHWEST OF THE CENTER OF THE CROSSING OF COUNTY ROAD
 OL0168'K WHICH IS THE COUNTY LINE BETWEEN SHEBOYGAN AND OZAUKEE COUNTIES,
 OL0168'85 FEET SOUTH OF THE CENTER LINE OF THE COUNTY ROAD, 43 FEET
 OL0168'NORTHWEST OF THE NORTHWEST RAIL, 19 FEET NORTHWEST OF A TELEPHONE
 OL0168'POLE, 1.2 FEET SOUTHEAST OF A METAL WITNESS POST, 3 FEET BELOW
 OL0168'THE TOP OF RAIL, SET IN THE TOP OF A CONCRETE POST PROJECTING
 OL0168'5 INCHES ABOVE THE LEVEL OF THE GROUND.  SEC 2, T12N, R22E.
 OL0168
 OL0168                          STATION RECOVERY (2001)
 OL0168
 OL0168'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OL0168'THE STATION IS LOCATED ABOUT 58 KM NORTH OF MILWAUKEE, 53 KM
 OL0168'SOUTHEAST OF FOND DU LAC AND 22 KM SOUTH-SOUTHWEST OF SHEBOYGAN.
 OL0168'OWNERSHIP--CHICAGO AND NORTHWEST RAILROAD. TO REACH THE STATION FROM
 OL0168'THE JUNCTION OF INTERSTATE 43 WITH STATE HIGHWAY 32  ABOUT 20 KM
 OL0168'SOUTH-SOUTHWEST OF SHEBOYGAN, GO WEST ON STATE HIGHWAY 32 0.25 KM TO
 OL0168'COUNTY HIGHWAY LL, TURN LEFT AND GO SOUTH ON COUNTY HIGHWAY LL 3.9 KM
 OL0168'TO COUNTY HIGHWAY K, TURN RIGHT AND GO WEST ON COUNTY HIGHWAY K 1.3
 OL0168'KM TO RAILROAD TRACKS AND THE STATION ON THE LEFT. THE STATION IS A
 OL0168'BRONZE US COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP OF
 OL0168'A 25-CM  SQUARE CONCRETE POST ABOUT 0.5 M BELOW THE HIGHWAY PAVEMENT.
 OL0168'THE STATION IS 26.9 M SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY K,
 OL0168'26.5 M SOUTHWEST OF A --RAILROAD CROSSING-- SIGN, 14.0 M WEST OF THE
 OL0168'CENTERLINE OF RAILROAD TRACKS AND 0.3 M NORTHEAST OF AN ORANGE
 OL0168'FIBERGLASS WITNESS POST. ---NOTE---THIS STATION HAS NO OBSTRUCTIONS
 OL0168'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 OL0168
 OL0168                          STATION RECOVERY (2003)
 OL0168
 OL0168'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OL0168'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 48 FEET SOUTH
 OL0168'OF TWO METAL --WATERFOWL PROTECTION AREA-- SIGNS.  IT PROJECTS 5
 OL0168'INCHES ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0240 ***********************************************************************
 PM0240  DESIGNATION -  K 88
 PM0240  PID         -  PM0240
 PM0240  STATE/COUNTY-  WI/MANITOWOC
 PM0240  USGS QUAD   -  MANITOWOC (1973)
 PM0240
 PM0240                         *CURRENT SURVEY CONTROL
 PM0240  ___________________________________________________________________
 PM0240* NAD 83(1986)-  44 00 05.     (N)    087 43 22.     (W)     SCALED    
 PM0240* NAVD 88     -       198.900  (meters)     652.56   (feet)  ADJUSTED  
 PM0240  ___________________________________________________________________
 PM0240  GEOID HEIGHT-         -36.05  (meters)                     GEOID03
 PM0240  DYNAMIC HT  -         198.865 (meters)     652.44  (feet)  COMP
 PM0240  MODELED GRAV-     980,437.4   (mgal)                       NAVD 88
 PM0240
 PM0240  VERT ORDER  -  FIRST     CLASS 0
 PM0240
 PM0240.The horizontal coordinates were scaled from a topographic map and have
 PM0240.an estimated accuracy of +/- 6 seconds.
 PM0240
 PM0240.The orthometric height was determined by differential leveling
 PM0240.and adjusted by the National Geodetic Survey in June 1991..
 PM0240
 PM0240.The geoid height was determined by GEOID03.
 PM0240
 PM0240.The dynamic height is computed by dividing the NAVD 88
 PM0240.geopotential number by the normal gravity value computed on the
 PM0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0240.degrees latitude (g = 980.6199 gals.).
 PM0240
 PM0240.The modeled gravity was interpolated from observed gravity values.
 PM0240
 PM0240;                    North         East    Units  Estimated Accuracy
 PM0240;SPC WI S     -   224,840.      782,620.      MT  (+/- 180 meters Scaled)
 PM0240
 PM0240                          SUPERSEDED SURVEY CONTROL
 PM0240
 PM0240  NGVD 29 (??/??/92)  198.916  (m)          652.61   (f) ADJ UNCH    2 0
 PM0240
 PM0240.Superseded values are not recommended for survey control.
 PM0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0240.See file dsdata.txt to determine how the superseded data were derived.
 PM0240
 PM0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP420722(NAD 83)
 PM0240_MARKER: DB = BENCH MARK DISK
 PM0240_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PM0240_SP_SET: CULVERT
 PM0240_STAMPING: K 88 1934
 PM0240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PM0240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0240+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2006
 PM0240
 PM0240  HISTORY     - Date     Condition        Report By
 PM0240  HISTORY     - 1934     MONUMENTED       CGS
 PM0240  HISTORY     - 1972     GOOD             NGS
 PM0240  HISTORY     - 20021119 GOOD             USPSQD
 PM0240  HISTORY     - 20040305 GOOD             USPSQD
 PM0240  HISTORY     - 20060416 GOOD             USPSQD
 PM0240
 PM0240                          STATION DESCRIPTION
 PM0240
 PM0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0240'0.6 MI NE FROM NEWTON.
 PM0240'ABOUT 0.6 MILE NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 PM0240'RAILWAY FROM THE CROSSING OF COUNTY ROAD U AT NEWTON, 3/4
 PM0240'POLE SOUTHWEST OF MILEPOST 70, 9.7 FEET SOUTHEAST OF THE
 PM0240'SOUTHEAST RAIL, SET IN THE TOP OF THE SOUTHWEST END OF THE
 PM0240'SOUTHEAST CONCRETE HEADWALL FOR A LARGE CULVERT OVER PINE CREEK,
 PM0240'ABOUT 2 FEET BELOW THE TOP OF RAIL.  SEC 27, T18N, R 23E
 PM0240'NOTE-- THE CULVERT IS OLD AND PART OF THE HEADWALL IS CRACKED.
 PM0240'MARK MAY BE OK FOR SEVERAL MORE YEARS THOUGH.
 PM0240
 PM0240                          STATION RECOVERY (2002)
 PM0240
 PM0240'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0240'RECOVERED IN GOOD CONDITION.  IT IS SET 2 FEET NORTHEAST OF THE
 PM0240'SOUTHWEST END OF THE SOUTHEAST HEADWALL AND 2 FEET NORTHEAST OF AN
 PM0240'ORANGE WITNESS POST.
 PM0240
 PM0240                          STATION RECOVERY (2004)
 PM0240
 PM0240'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0240'RECOVERED IN GOOD CONDITION.
 PM0240
 PM0240                          STATION RECOVERY (2006)
 PM0240
 PM0240'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRB)
 PM0240'RECOVERED IN GOOD CONDITION.  NOTE-- THE CULVERT IS NUMBERED --2075--
 PM0240'AND THE ORANGE WITNESS POST IS BROKEN AND LYING ON THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0079 ***********************************************************************
 PM0079  DESIGNATION -  K 89
 PM0079  PID         -  PM0079
 PM0079  STATE/COUNTY-  WI/BROWN
 PM0079  USGS QUAD   -  BELLEVUE (1992)
 PM0079
 PM0079                         *CURRENT SURVEY CONTROL
 PM0079  ___________________________________________________________________
 PM0079* NAD 83(1986)-  44 26 31.     (N)    087 55 02.     (W)     SCALED    
 PM0079* NAVD 88     -       231.356  (meters)     759.04   (feet)  ADJUSTED  
 PM0079  ___________________________________________________________________
 PM0079  GEOID HEIGHT-         -36.12  (meters)                     GEOID03
 PM0079  DYNAMIC HT  -         231.325 (meters)     758.94  (feet)  COMP
 PM0079  MODELED GRAV-     980,479.5   (mgal)                       NAVD 88
 PM0079
 PM0079  VERT ORDER  -  FIRST     CLASS 0
 PM0079
 PM0079.The horizontal coordinates were scaled from a topographic map and have
 PM0079.an estimated accuracy of +/- 6 seconds.
 PM0079
 PM0079.The orthometric height was determined by differential leveling
 PM0079.and adjusted by the National Geodetic Survey in June 1991..
 PM0079.WARNING-Repeat measurements at this control monument indicate possible
 PM0079.vertical movement.
 PM0079
 PM0079.The geoid height was determined by GEOID03.
 PM0079
 PM0079.The dynamic height is computed by dividing the NAVD 88
 PM0079.geopotential number by the normal gravity value computed on the
 PM0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0079.degrees latitude (g = 980.6199 gals.).
 PM0079
 PM0079.The modeled gravity was interpolated from observed gravity values.
 PM0079
 PM0079;                    North         East    Units  Estimated Accuracy
 PM0079;SPC WI C     -    69,750.      765,780.      MT  (+/- 180 meters Scaled)
 PM0079
 PM0079                          SUPERSEDED SURVEY CONTROL
 PM0079
 PM0079  NGVD 29 (??/??/92)  231.235  (m)          758.64   (f) ADJ UNCH    2 0
 PM0079
 PM0079.Superseded values are not recommended for survey control.
 PM0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0079.See file dsdata.txt to determine how the superseded data were derived.
 PM0079
 PM0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ270213(NAD 83)
 PM0079_MARKER: DB = BENCH MARK DISK
 PM0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PM0079_STAMPING: K 89 1934
 PM0079_MARK LOGO: CGS   
 PM0079_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PM0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0079+STABILITY: SURFACE MOTION
 PM0079_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0079+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2005
 PM0079
 PM0079  HISTORY     - Date     Condition        Report By
 PM0079  HISTORY     - 1934     MONUMENTED       CGS
 PM0079  HISTORY     - 1972     GOOD             NGS
 PM0079  HISTORY     - 19940607 GOOD             WI-009
 PM0079  HISTORY     - 20030607 GOOD             USPSQD
 PM0079  HISTORY     - 20050808 GOOD             WIDT
 PM0079
 PM0079                          STATION DESCRIPTION
 PM0079
 PM0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0079'0.2 MI SE FROM BELLEVUE.
 PM0079'ABOUT 0.25 MILE SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 PM0079'RAILWAY FROM THE CROSSING OF STATE HIGHWAY 29 AT BELLEVUE,
 PM0079'6 POLES SOUTHEAST OF A MILEPOST, 36 FEET NORTHEAST OF THE
 PM0079'NORTHEAST RAIL OF THE MAIN TRACK, 101 FEET NORTHEAST OF AND
 PM0079'ACROSS THE TRACK FROM THE EAST CORNER OF A METAL BUILDING OF
 PM0079'THE WAYNE FEED COMPANY, 32 1/2 FEET SOUTHEAST OF A TELEPHONE
 PM0079'POLE, 11 FEET SOUTHWEST OF A FENCE LINE, 10 1/2 FEET NORTHEAST
 PM0079'OF A POINT IN LINE WITH POLES, 1.2 FEET NORTHWEST OF A METAL
 PM0079'WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE TRACK AND SET IN
 PM0079'THE TOP OF A CONCRETE POST PROJECTING 12 INCHES ABOVE THE LEVEL
 PM0079'OF THE GROUND.  SEC 26, T23N, R21E.  NOTE-- POST IS CHIPPED
 PM0079'ON WEST CORNER.  SET IN A SOGGY AREA AND THE MARK IS SHAKEY.
 PM0079'SHOULD PROBABLY BE USED WITH CAUTION.
 PM0079
 PM0079                          STATION RECOVERY (1994)
 PM0079
 PM0079'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PM0079'RECOVERED AS DESCRIBED.
 PM0079
 PM0079                          STATION RECOVERY (2003)
 PM0079
 PM0079'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0079'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 101 FEET
 PM0079'EAST-NORTHEAST AND ACROSS THE RAIL FROM THE SOUTHEAST CORNER OF A
 PM0079'METAL BUILDING OF WAYNE FEED CO (BELLEVUE FEED MILL), 1.5 FEET WEST OF
 PM0079'A WHITE PLASTIC WITNESS POST AND 1.2 FEET NORTHWEST OF A WHITE METAL
 PM0079'WITNESS POST.
 PM0079
 PM0079                          STATION RECOVERY (2005)
 PM0079
 PM0079'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0079'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION PROJECTS 24 CM ABOVE
 PM0079'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0088 ***********************************************************************
 PO0088  DESIGNATION -  K 9
 PO0088  PID         -  PO0088
 PO0088  STATE/COUNTY-  WI/WOOD
 PO0088  USGS QUAD   -  BABCOCK (1984)
 PO0088
 PO0088                         *CURRENT SURVEY CONTROL
 PO0088  ___________________________________________________________________
 PO0088* NAD 83(1986)-  44 18 05.     (N)    090 06 37.     (W)     SCALED    
 PO0088* NAVD 88     -       297.261  (meters)     975.26   (feet)  ADJUSTED  
 PO0088  ___________________________________________________________________
 PO0088  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 PO0088  DYNAMIC HT  -         297.207 (meters)     975.09  (feet)  COMP
 PO0088  MODELED GRAV-     980,428.0   (mgal)                       NAVD 88
 PO0088
 PO0088  VERT ORDER  -  FIRST     CLASS II
 PO0088
 PO0088.The horizontal coordinates were scaled from a topographic map and have
 PO0088.an estimated accuracy of +/- 6 seconds.
 PO0088
 PO0088.The orthometric height was determined by differential leveling
 PO0088.and adjusted by the National Geodetic Survey in June 1991..
 PO0088
 PO0088.The geoid height was determined by GEOID03.
 PO0088
 PO0088.The dynamic height is computed by dividing the NAVD 88
 PO0088.geopotential number by the normal gravity value computed on the
 PO0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0088.degrees latitude (g = 980.6199 gals.).
 PO0088
 PO0088.The modeled gravity was interpolated from observed gravity values.
 PO0088
 PO0088;                    North         East    Units  Estimated Accuracy
 PO0088;SPC WI C     -    52,020.      591,200.      MT  (+/- 180 meters Scaled)
 PO0088
 PO0088                          SUPERSEDED SURVEY CONTROL
 PO0088
 PO0088  NGVD 29 (??/??/92)  297.282  (m)          975.33   (f) ADJ UNCH    1 2
 PO0088
 PO0088.Superseded values are not recommended for survey control.
 PO0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0088.See file dsdata.txt to determine how the superseded data were derived.
 PO0088
 PO0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK305094(NAD 83)
 PO0088_MARKER: DB = BENCH MARK DISK
 PO0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0088_SP_SET: CONCRETE POST
 PO0088_STAMPING: K 9 1930 975.333
 PO0088_MARK LOGO: CGS   
 PO0088_PROJECTION: FLUSH
 PO0088_MAGNETIC: N = NO MAGNETIC MATERIAL
 PO0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0088+STABILITY: SURFACE MOTION
 PO0088
 PO0088  HISTORY     - Date     Condition        Report By
 PO0088  HISTORY     - 1930     MONUMENTED       CGS
 PO0088  HISTORY     - 1935     GOOD             NGS
 PO0088  HISTORY     - 1985     GOOD             NGS
 PO0088  HISTORY     - 2004     GOOD             WIDT
 PO0088
 PO0088                          STATION DESCRIPTION
 PO0088
 PO0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 PO0088'AT BABCOCK.
 PO0088'AT DEPOT AT BABCOCK ON THE CHICAGO, MILWAUKEE, AND ST. PAUL
 PO0088'RAILROAD, AT THE DEPOT AT BABCOCK, NORTH OF THE TRACKS OF THE
 PO0088'C.M. ST. P. RR, 135 FEET WEST OF THE DEPOT, AND 37 FEET NORTH
 PO0088'OF THE NORTH AND NEAREST RAIL, STANDARD BRONZE DISC SET IN
 PO0088'CONCRETE MONUMENT.
 PO0088
 PO0088                          STATION RECOVERY (1935)
 PO0088
 PO0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 PO0088'RECOVERED IN GOOD CONDITION.
 PO0088
 PO0088                          STATION RECOVERY (1985)
 PO0088
 PO0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PO0088'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN BABCOCK,
 PO0088'AT THE INTERSECTION OF JUNEAU AVENUE AND MAIN STREET, 54.9 M (180.1
 PO0088'FT) WEST OF TRIANGULATION STATION BABCOCK 2, 42.4 M (139.1 FT) SOUTH
 PO0088'OF THE CENTERLINE OF THE AVENUE, 24.1 M (79.1 FT) WEST OF THE EXTENDED
 PO0088'CENTERLINE OF THE STREET, 11.5 M (37.7 FT) NORTH OF THE NEAR RAIL OF
 PO0088'THE CHICAGO, MILWAUKEE, ST PAUL, AND PACIFIC RAILROAD, AND 8.7 M (28.5
 PO0088'FT) NORTHWEST OF A FENCE CORNER.
 PO0088'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 PO0088'THE MARK IS ABOVE LEVEL WITH THE STREET.
 PO0088
 PO0088                          STATION RECOVERY (2004)
 PO0088
 PO0088'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 PO0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 AT BABCOCK. AT DEPOT AT
 PO0088'BABCOCK ON THE CHICAGO, MILWAUKEE, AND ST.  PAUL RAILROAD, AT THE
 PO0088'DEPOT AT BABCOCK, NORTH OF THE TRACKS OF THE C.M.  ST.  P.  RR, 135 FT
 PO0088'(41.1 M) WEST OF THE DEPOT, AND 37 FT (11.3 M) NORTH OF THE NORTH AND
 PO0088'NEAREST RAIL, STANDARD BRONZE DISC SET IN CONCRETE MONUMENT.
 PO0088' 
 PO0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935 RECOVERED IN GOOD
 PO0088'CONDITION.
 PO0088' 
 PO0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 RECOVERED IN GOOD
 PO0088'CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN BABCOCK, AT THE
 PO0088'INTERSECTION OF JUNEAU AVENUE AND MAIN STREET, 54.9 M (180.1 FT) WEST
 PO0088'OF TRIANGULATION STATION BABCOCK 2, 42.4 M (139.1 FT) SOUTH OF THE
 PO0088'CENTERLINE OF THE AVENUE, 24.1 M (79.1 FT) WEST OF THE EXTENDED
 PO0088'CENTERLINE OF THE STREET, 11.5 M (37.7 FT) NORTH OF THE NEAR RAIL OF
 PO0088'THE CHICAGO, MILWAUKEE, ST PAUL, AND PACIFIC RAILROAD, AND 8.7 M (28.5
 PO0088'FT) NORTHWEST OF A FENCE CORNER. THE MARK IS 0.3 M (1.0 FT) WEST FROM
 PO0088'A WITNESS POST THE MARK IS ABOVE LEVEL WITH THE STREET.
 PO0088' 
 PO0088'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0194 ***********************************************************************
 PN0194  DESIGNATION -  K 91
 PN0194  PID         -  PN0194
 PN0194  STATE/COUNTY-  WI/CALUMET
 PN0194  USGS QUAD   -  CHILTON (1992)
 PN0194
 PN0194                         *CURRENT SURVEY CONTROL
 PN0194  ___________________________________________________________________
 PN0194* NAD 83(1986)-  44 03 32.     (N)    088 09 33.     (W)     SCALED    
 PN0194* NAVD 88     -       261.657  (meters)     858.45   (feet)  ADJUSTED  
 PN0194  ___________________________________________________________________
 PN0194  GEOID HEIGHT-         -36.02  (meters)                     GEOID03
 PN0194  DYNAMIC HT  -         261.607 (meters)     858.29  (feet)  COMP
 PN0194  MODELED GRAV-     980,422.8   (mgal)                       NAVD 88
 PN0194
 PN0194  VERT ORDER  -  SECOND    CLASS I
 PN0194
 PN0194.The horizontal coordinates were scaled from a topographic map and have
 PN0194.an estimated accuracy of +/- 6 seconds.
 PN0194
 PN0194.The orthometric height was determined by differential leveling
 PN0194.and adjusted by the National Geodetic Survey in May 2003..
 PN0194
 PN0194.The geoid height was determined by GEOID03.
 PN0194
 PN0194.The dynamic height is computed by dividing the NAVD 88
 PN0194.geopotential number by the normal gravity value computed on the
 PN0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0194.degrees latitude (g = 980.6199 gals.).
 PN0194
 PN0194.The modeled gravity was interpolated from observed gravity values.
 PN0194
 PN0194;                    North         East    Units  Estimated Accuracy
 PN0194;SPC WI S     -   230,360.      747,490.      MT  (+/- 180 meters Scaled)
 PN0194
 PN0194                          SUPERSEDED SURVEY CONTROL
 PN0194
 PN0194  NAVD 88 (06/15/91)  261.644  (m)          858.41   (f) UNKNOWN     2 0
 PN0194  NGVD 29 (??/??/92)  261.645  (m)          858.41   (f) ADJ UNCH    2 0
 PN0194
 PN0194.Superseded values are not recommended for survey control.
 PN0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0194.See file dsdata.txt to determine how the superseded data were derived.
 PN0194
 PN0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP071790(NAD 83)
 PN0194_MARKER: DB = BENCH MARK DISK
 PN0194_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PN0194_SP_SET: BRIDGE ABUTMENT
 PN0194_STAMPING: K 91 1934
 PN0194_MARK LOGO: CGS   
 PN0194_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0194+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2005
 PN0194
 PN0194  HISTORY     - Date     Condition        Report By
 PN0194  HISTORY     - 1934     MONUMENTED       CGS
 PN0194  HISTORY     - 2001     GOOD             WIDT
 PN0194  HISTORY     - 20030630 GOOD             USPSQD
 PN0194  HISTORY     - 20050817 GOOD             WIDT
 PN0194
 PN0194                          STATION DESCRIPTION
 PN0194
 PN0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0194'2 MI N FROM CHILTON.
 PN0194'2.0 MILES NORTH OF ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND
 PN0194'PACIFIC RAILROAD AT 57 FOOT CONCRETE BRIDGE, 245 FEET NORTH OF
 PN0194'GRADE CROSSING.  SET IN SOUTHWEST CONCRETE WINGWALL, 7 1/2 FEET
 PN0194'WEST OF CENTERLINE OF TRACK AND 6 INCHES BELOW RAIL TOP.
 PN0194
 PN0194                          STATION RECOVERY (2001)
 PN0194
 PN0194'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PN0194'THE STATION IS LOCATED ABOUT 31 KM SOUTHEAST OF APPLETON, 15 KM
 PN0194'SOUTHWEST OF BRILLION AND 3 KM NORTH OF CHILTON. OWNERSHIP--CHICAGO,
 PN0194'MILWAUKEE, ST.PAUL AND PACIFIC RAIL ROAD. TO REACH THE STATION FROM
 PN0194'THE JUNCTION OF US HIGHWAY 151 WITH STATE HIGHWAY 32 IN THE CITY OF
 PN0194'CHILTON, GO NORTH ON STATE HIGHWAY 32 FOR 3.2 KM TO HICKORY HILLS
 PN0194'ROAD, TURN RIGHT AND GO EAST ON HICKORY HILLS ROAD FOR 0.3 KM TO A
 PN0194'RAIL ROAD CROSSING AND THE STATION ON THE LEFT. THE STATION IS 80 M
 PN0194'NORTH OF HICKORY HILLS ROAD IN A RAIL ROAD BRIDGE. THE STATION IS A
 PN0194'BRONZE US COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN THE
 PN0194'SOUTHWEST END OF THE SOUTH ABUTMENT OF RAILROAD BRIDGE AND ABOUT
 PN0194'LEVEL WITH THE RAILS. THE STATION IS 2.5 M SOUTHWEST OF THE
 PN0194'CENTERLINE OF THE RAIL ROAD TRACKS, 78.5 M NORTH OF THE CENTERLINE OF
 PN0194'HICKORY HILLS RD, 40 M NORTH OF A GREEN STEEL POST, AND 0.75 M
 PN0194'NORTHEAST OF AN ORANGE FIBERGLASS WITNESS POST.  ---NOTE---THIS
 PN0194'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THEN 15 DEGREES
 PN0194'ABOVE THE HORIZON EXCEPT FOR TREES IN THE SOUTH-WEST AT 30 DEGREES
 PN0194'AND BLOCKAGE TO THE EAST.
 PN0194
 PN0194                          STATION RECOVERY (2003)
 PN0194
 PN0194'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0194'STATION RECOVERED IN GOOD CONDITION.  NOTE-- THE RAILROAD BRIDGE IS
 PN0194'OVER THE KILLSNAKE RIVER.
 PN0194
 PN0194                          STATION RECOVERY (2005)
 PN0194
 PN0194'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PN0194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0175 ***********************************************************************
 PN0175  DESIGNATION -  K 92
 PN0175  PID         -  PN0175
 PN0175  STATE/COUNTY-  WI/CALUMET
 PN0175  USGS QUAD   -  SHERWOOD (1992)
 PN0175
 PN0175                         *CURRENT SURVEY CONTROL
 PN0175  ___________________________________________________________________
 PN0175* NAD 83(1986)-  44 10 51.     (N)    088 15 11.     (W)     SCALED    
 PN0175* NAVD 88     -       252.885  (meters)     829.67   (feet)  ADJUSTED  
 PN0175  ___________________________________________________________________
 PN0175  GEOID HEIGHT-         -36.12  (meters)                     GEOID03
 PN0175  DYNAMIC HT  -         252.842 (meters)     829.53  (feet)  COMP
 PN0175  MODELED GRAV-     980,443.1   (mgal)                       NAVD 88
 PN0175
 PN0175  VERT ORDER  -  SECOND    CLASS I
 PN0175
 PN0175.The horizontal coordinates were scaled from a topographic map and have
 PN0175.an estimated accuracy of +/- 6 seconds.
 PN0175
 PN0175.The orthometric height was determined by differential leveling
 PN0175.and adjusted by the National Geodetic Survey in May 2003..
 PN0175
 PN0175.The geoid height was determined by GEOID03.
 PN0175
 PN0175.The dynamic height is computed by dividing the NAVD 88
 PN0175.geopotential number by the normal gravity value computed on the
 PN0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0175.degrees latitude (g = 980.6199 gals.).
 PN0175
 PN0175.The modeled gravity was interpolated from observed gravity values.
 PN0175
 PN0175;                    North         East    Units  Estimated Accuracy
 PN0175;SPC WI S     -   243,740.      739,680.      MT  (+/- 180 meters Scaled)
 PN0175
 PN0175                          SUPERSEDED SURVEY CONTROL
 PN0175
 PN0175  NAVD 88 (06/15/91)  252.933  (m)          829.83   (f) UNKNOWN     2 0
 PN0175  NGVD 29 (??/??/92)  252.950  (m)          829.89   (f) ADJ UNCH    2 0
 PN0175
 PN0175.Superseded values are not recommended for survey control.
 PN0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0175.See file dsdata.txt to determine how the superseded data were derived.
 PN0175
 PN0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP998927(NAD 83)
 PN0175_MARKER: DB = BENCH MARK DISK
 PN0175_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PN0175_SP_SET: BOX CULVERT
 PN0175_STAMPING: K 92 1934
 PN0175_MARK LOGO: CGS   
 PN0175_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0175+STABILITY: SURFACE MOTION
 PN0175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0175+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2005
 PN0175
 PN0175  HISTORY     - Date     Condition        Report By
 PN0175  HISTORY     - 1934     MONUMENTED       CGS
 PN0175  HISTORY     - 1978     GOOD             ALSTER
 PN0175  HISTORY     - 20010523 GOOD             WIDT
 PN0175  HISTORY     - 20030630 GOOD             USPSQD
 PN0175  HISTORY     - 20050817 GOOD             WIDT
 PN0175
 PN0175                          STATION DESCRIPTION
 PN0175
 PN0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0175'AT SHERWOOD.
 PN0175'AT SHERWOOD ALONG THE MINNEAPOLIS, ST PAUL AND SOO STE MARIE
 PN0175'RAILROAD (TRACK OWNED BY C M ST P AND P RWY) AT 12 FOOT CONCRETE
 PN0175'CULVERT U-708, ABOUT 350 FEET EAST OF DEPOT.  SET IN EAST END
 PN0175'OF THE SOUTH CONCRETE HEADWALL, 15 FEET SOUTH OF CENTERLINE
 PN0175'OF TRACK AND 5 FEET BELOW RAIL TOP.
 PN0175
 PN0175                          STATION RECOVERY (1978)
 PN0175
 PN0175'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1978
 PN0175'RECOVERED IN GOOD CONDITION.
 PN0175
 PN0175                          STATION RECOVERY (2001)
 PN0175
 PN0175'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PN0175'THE STATION IS LOCATED ABOUT 17 KM SOUTHEAST OF APPLETON AND 42 KM
 PN0175'SOUTH-SOUTHWEST OF GREEN BAY. OWNERSHIP--WISCONSIN CENTRAL RAILROAD.
 PN0175'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 114 WITH
 PN0175'STATE HIGHWAY 55 ABOUT 1 KM SOUTHWESTERLY OF THE VILLAGE OF SHERWOOD,
 PN0175'GO NORTH ON STATE HIGHWAYS 55 AND 114 FOR 1.3 KM TO COUNTY HIGHWAY M,
 PN0175'CONTINUE NORTH ON COUNTY HIGHWAY M FOR 1.1 KM TO RAILROAD TRACKS AND
 PN0175'AN ACCESS ROAD, TURN RIGHT AND GO EAST ON THE ACCESS ROAD FOR 0.13 KM
 PN0175'TO THE STATION ON THE SOUTH SIDE OF THE RAILROAD TRACKS.  THE STATION
 PN0175'IS A BRONZE US COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN THE
 PN0175'TOP OF THE EAST SIDE OF A CONCRETE BOX CULVERT AND ABOUT 1.3 METERS
 PN0175'BELOW THE LEVEL OF THE RAILROAD TRACKS.  THE STATION IS 9.3 METERS
 PN0175'SOUTH OF THE CENTERLINE OF THE RAILROAD TRACKS, 145 METERS EAST OF
 PN0175'THE CENTERLINE OF COUNTY HIGHWAY M, 7.0 METERS SOUTHWEST OF THE STEEL
 PN0175'POST OF A --12-- RAILROAD SIGN AND 0.7 METERS SOUTHWEST OF AN ORANGE
 PN0175'FIBERGLASS WITNESS POST.  ---NOTE---STATION ELEVATION AND LOCATION
 PN0175'AND SURROUNDING TREES RESTRICT VIEWS IN ALL QUADRANTS.
 PN0175
 PN0175                          STATION RECOVERY (2003)
 PN0175
 PN0175'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0175'RECOVERED IN GOOD CONDITION.
 PN0175
 PN0175                          STATION RECOVERY (2005)
 PN0175
 PN0175'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PN0175'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 1.7 M (NOT 7.0 M)
 PN0175'SOUTHWEST OF THE STEEL POST OF A --12-- RAILROAD SIGN AND 0.3 M
 PN0175'WEST-SOUTHWEST OF AN ORANGE FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0250 ***********************************************************************
 PN0250  DESIGNATION -  K 93
 PN0250  PID         -  PN0250
 PN0250  STATE/COUNTY-  WI/WAUPACA
 PN0250  USGS QUAD   -  WEYAUWEGA (1982)
 PN0250
 PN0250                         *CURRENT SURVEY CONTROL
 PN0250  ___________________________________________________________________
 PN0250* NAD 83(1986)-  44 19 46.     (N)    088 56 14.     (W)     SCALED    
 PN0250* NAVD 88     -       237.862  (meters)     780.39   (feet)  ADJUSTED  
 PN0250  ___________________________________________________________________
 PN0250  GEOID HEIGHT-         -36.41  (meters)                     GEOID03
 PN0250  DYNAMIC HT  -         237.821 (meters)     780.25  (feet)  COMP
 PN0250  MODELED GRAV-     980,440.1   (mgal)                       NAVD 88
 PN0250
 PN0250  VERT ORDER  -  SECOND    CLASS 0
 PN0250
 PN0250.The horizontal coordinates were scaled from a topographic map and have
 PN0250.an estimated accuracy of +/- 6 seconds.
 PN0250
 PN0250.The orthometric height was determined by differential leveling
 PN0250.and adjusted by the National Geodetic Survey in June 1991..
 PN0250
 PN0250.The geoid height was determined by GEOID03.
 PN0250
 PN0250.The dynamic height is computed by dividing the NAVD 88
 PN0250.geopotential number by the normal gravity value computed on the
 PN0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0250.degrees latitude (g = 980.6199 gals.).
 PN0250
 PN0250.The modeled gravity was interpolated from observed gravity values.
 PN0250
 PN0250;                    North         East    Units  Estimated Accuracy
 PN0250;SPC WI C     -    55,680.      684,770.      MT  (+/- 180 meters Scaled)
 PN0250
 PN0250                          SUPERSEDED SURVEY CONTROL
 PN0250
 PN0250  NGVD 29 (??/??/92)  237.879  (m)          780.44   (f) ADJ UNCH    2 0
 PN0250
 PN0250.Superseded values are not recommended for survey control.
 PN0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0250.See file dsdata.txt to determine how the superseded data were derived.
 PN0250
 PN0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ455102(NAD 83)
 PN0250_MARKER: DB = BENCH MARK DISK
 PN0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0250_STAMPING: K-93 1934
 PN0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0250+STABILITY: SURFACE MOTION
 PN0250
 PN0250  HISTORY     - Date     Condition        Report By
 PN0250  HISTORY     - 1934     MONUMENTED       CGS
 PN0250  HISTORY     - 1942     GOOD             SOORR
 PN0250
 PN0250                          STATION DESCRIPTION
 PN0250
 PN0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0250'AT WEYAUWEGA.
 PN0250'AT WEYAUWEGA ALONG THE MINNEAPOLIS, ST PAUL AND SAULT STE MARIE
 PN0250'RAILROAD.  SET IN POST, 150 FEET WEST OF DEPOT PLATFORM AT POLE
 PN0250'213.41.  21 FEET NORTH OF CENTERLINE OF MAIN TRACKS AND 4 FEET
 PN0250'EAST OF POLE.
 PN0250
 PN0250                          STATION RECOVERY (1942)
 PN0250
 PN0250'RECOVERY NOTE BY SOO LINE RAILROAD 1942
 PN0250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0137 ***********************************************************************
 OM0137  DESIGNATION -  K 94
 OM0137  PID         -  OM0137
 OM0137  STATE/COUNTY-  WI/FOND DU LAC
 OM0137  USGS QUAD   -  RIPON (1980)
 OM0137
 OM0137                         *CURRENT SURVEY CONTROL
 OM0137  ___________________________________________________________________
 OM0137* NAD 83(1986)-  43 51 59.     (N)    088 48 07.     (W)     SCALED    
 OM0137* NAVD 88     -       287.723  (meters)     943.97   (feet)  ADJUSTED  
 OM0137  ___________________________________________________________________
 OM0137  GEOID HEIGHT-         -36.00  (meters)                     GEOID03
 OM0137  DYNAMIC HT  -         287.662 (meters)     943.77  (feet)  COMP
 OM0137  MODELED GRAV-     980,398.0   (mgal)                       NAVD 88
 OM0137
 OM0137  VERT ORDER  -  SECOND    CLASS 0
 OM0137
 OM0137.The horizontal coordinates were scaled from a topographic map and have
 OM0137.an estimated accuracy of +/- 6 seconds.
 OM0137
 OM0137.The orthometric height was determined by differential leveling
 OM0137.and adjusted by the National Geodetic Survey in June 1991..
 OM0137
 OM0137.The geoid height was determined by GEOID03.
 OM0137
 OM0137.The dynamic height is computed by dividing the NAVD 88
 OM0137.geopotential number by the normal gravity value computed on the
 OM0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0137.degrees latitude (g = 980.6199 gals.).
 OM0137
 OM0137.The modeled gravity was interpolated from observed gravity values.
 OM0137
 OM0137;                    North         East    Units  Estimated Accuracy
 OM0137;SPC WI S     -   208,030.      696,300.      MT  (+/- 180 meters Scaled)
 OM0137
 OM0137                          SUPERSEDED SURVEY CONTROL
 OM0137
 OM0137  NGVD 29 (??/??/92)  287.746  (m)          944.05   (f) ADJ UNCH    2 0
 OM0137
 OM0137.Superseded values are not recommended for survey control.
 OM0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0137.See file dsdata.txt to determine how the superseded data were derived.
 OM0137
 OM0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP552586(NAD 83)
 OM0137_MARKER: DB = BENCH MARK DISK
 OM0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0137_STAMPING: K 94 1934
 OM0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0137+STABILITY: SURFACE MOTION
 OM0137
 OM0137  HISTORY     - Date     Condition        Report By
 OM0137  HISTORY     - 1934     MONUMENTED       CGS
 OM0137  HISTORY     - 1976     MARK NOT FOUND   USGS
 OM0137
 OM0137                          STATION DESCRIPTION
 OM0137
 OM0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0137'2.5 MI NE FROM RIPON.
 OM0137'2.5 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 OM0137'AND PACIFIC RAILROAD FROM THE CHICAGO AND NORTH WESTERN RAILWAY
 OM0137'STATION AT RIPON, FOND DU LAC COUNTY, 6 POLES NORTHEAST OF
 OM0137'MILEPOST 171, AT A ROAD CROSSING, 36 FEET NORTH OF THE CENTERLINE
 OM0137'OF THE ROAD, 30 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK,
 OM0137'15 FEET NORTHEAST OF A FENCE CORNER, 1 FOOT SOUTHEAST OF THE
 OM0137'FENCE, AND ABOUT 18 INCHES HIGHER THAN THE TRACK.  A STANDARD
 OM0137'DISK, STAMPED K 94 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OM0137
 OM0137                          STATION RECOVERY (1976)
 OM0137
 OM0137'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 OM0137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0316 ***********************************************************************
 OM0316  DESIGNATION -  K 95
 OM0316  PID         -  OM0316
 OM0316  STATE/COUNTY-  WI/MARQUETTE
 OM0316  USGS QUAD   -  PACKWAUKEE (1984)
 OM0316
 OM0316                         *CURRENT SURVEY CONTROL
 OM0316  ___________________________________________________________________
 OM0316* NAD 83(1986)-  43 45 48.     (N)    089 27 22.     (W)     SCALED    
 OM0316* NAVD 88     -       236.766  (meters)     776.79   (feet)  ADJUSTED  
 OM0316  ___________________________________________________________________
 OM0316  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 OM0316  DYNAMIC HT  -         236.710 (meters)     776.61  (feet)  COMP
 OM0316  MODELED GRAV-     980,382.0   (mgal)                       NAVD 88
 OM0316
 OM0316  VERT ORDER  -  SECOND    CLASS 0
 OM0316
 OM0316.The horizontal coordinates were scaled from a topographic map and have
 OM0316.an estimated accuracy of +/- 6 seconds.
 OM0316
 OM0316.The orthometric height was determined by differential leveling
 OM0316.and adjusted by the National Geodetic Survey in June 1991..
 OM0316
 OM0316.The geoid height was determined by GEOID03.
 OM0316
 OM0316.The dynamic height is computed by dividing the NAVD 88
 OM0316.geopotential number by the normal gravity value computed on the
 OM0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0316.degrees latitude (g = 980.6199 gals.).
 OM0316
 OM0316.The modeled gravity was interpolated from observed gravity values.
 OM0316
 OM0316;                    North         East    Units  Estimated Accuracy
 OM0316;SPC WI S     -   196,040.      643,790.      MT  (+/- 180 meters Scaled)
 OM0316
 OM0316                          SUPERSEDED SURVEY CONTROL
 OM0316
 OM0316  NGVD 29 (??/??/92)  236.796  (m)          776.89   (f) ADJ UNCH    2 0
 OM0316
 OM0316.Superseded values are not recommended for survey control.
 OM0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0316.See file dsdata.txt to determine how the superseded data were derived.
 OM0316
 OM0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP023485(NAD 83)
 OM0316_MARKER: DB = BENCH MARK DISK
 OM0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0316_STAMPING: K 95 1934
 OM0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0316+STABILITY: SURFACE MOTION
 OM0316
 OM0316  HISTORY     - Date     Condition        Report By
 OM0316  HISTORY     - 1934     MONUMENTED       CGS
 OM0316  HISTORY     - 1960     MARK NOT FOUND   USGS
 OM0316  HISTORY     - 20030430 MARK NOT FOUND   WIDT
 OM0316
 OM0316                          STATION DESCRIPTION
 OM0316
 OM0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0316'AT PACKWAUKEE.
 OM0316'AT PACKWAUKEE, MARQUETTE COUNTY, 75 FEET EAST OF THE ABANDONED
 OM0316'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD STATION, 5
 OM0316'POLES WEST OF MILEPOST 56, 33 FEET NORTH OF THE CENTERLINE OF THE
 OM0316'TRACK, AND 3 FEET SOUTHEAST OF A POLE.  A STANDARD DISK, STAMPED
 OM0316'K 95 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- RAILROAD
 OM0316'HAS BEEN TAKEN OUT AND FILLED IN.
 OM0316
 OM0316                          STATION RECOVERY (1960)
 OM0316
 OM0316'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 OM0316'MARK NOT FOUND.
 OM0316
 OM0316                          STATION RECOVERY (2003)
 OM0316
 OM0316'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 OM0316'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0079 ***********************************************************************
 PO0079  DESIGNATION -  K 96
 PO0079  PID         -  PO0079
 PO0079  STATE/COUNTY-  WI/JUNEAU
 PO0079  USGS QUAD   -  NECEDAH (1969)
 PO0079
 PO0079                         *CURRENT SURVEY CONTROL
 PO0079  ___________________________________________________________________
 PO0079* NAD 83(1986)-  44 01 01.     (N)    090 02 42.     (W)     SCALED    
 PO0079* NAVD 88     -       274.856  (meters)     901.76   (feet)  ADJUSTED  
 PO0079  ___________________________________________________________________
 PO0079  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 PO0079  DYNAMIC HT  -         274.797 (meters)     901.56  (feet)  COMP
 PO0079  MODELED GRAV-     980,399.4   (mgal)                       NAVD 88
 PO0079
 PO0079  VERT ORDER  -  SECOND    CLASS 0
 PO0079
 PO0079.The horizontal coordinates were scaled from a topographic map and have
 PO0079.an estimated accuracy of +/- 6 seconds.
 PO0079
 PO0079.The orthometric height was determined by differential leveling
 PO0079.and adjusted by the National Geodetic Survey in June 1991..
 PO0079
 PO0079.The geoid height was determined by GEOID03.
 PO0079
 PO0079.The dynamic height is computed by dividing the NAVD 88
 PO0079.geopotential number by the normal gravity value computed on the
 PO0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0079.degrees latitude (g = 980.6199 gals.).
 PO0079
 PO0079.The modeled gravity was interpolated from observed gravity values.
 PO0079
 PO0079;                    North         East    Units  Estimated Accuracy
 PO0079;SPC WI S     -   224,070.      596,390.      MT  (+/- 180 meters Scaled)
 PO0079
 PO0079                          SUPERSEDED SURVEY CONTROL
 PO0079
 PO0079  NGVD 29 (??/??/92)  274.867  (m)          901.79   (f) ADJ UNCH    2 0
 PO0079
 PO0079.Superseded values are not recommended for survey control.
 PO0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0079.See file dsdata.txt to determine how the superseded data were derived.
 PO0079
 PO0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ368780(NAD 83)
 PO0079_MARKER: DB = BENCH MARK DISK
 PO0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0079_STAMPING: K 96 1934
 PO0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0079+STABILITY: SURFACE MOTION
 PO0079
 PO0079  HISTORY     - Date     Condition        Report By
 PO0079  HISTORY     - 1934     MONUMENTED       CGS
 PO0079  HISTORY     - 1943     GOOD             NGS
 PO0079  HISTORY     - 1969     GOOD             USGS
 PO0079  HISTORY     - 20030617 MARK NOT FOUND   WIDT
 PO0079
 PO0079                          STATION DESCRIPTION
 PO0079
 PO0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PO0079'1.5 MI SE FROM NECEDAH.
 PO0079'1.5 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PO0079'FROM THE STATION AT NECEDAH, JUNEAU COUNTY, 156 FEET EAST OF
 PO0079'MILEPOST 137, AT A ROAD CROSSING, 55 FEET NORTH OF THE CENTER
 PO0079'OF THE CROSSING, IN LINE WITH A ROW OF POLES, AND 1 FOOT EAST OF
 PO0079'A FENCE.  A STANDARD DISK, STAMPED K 96 1934 AND SET IN THE TOP
 PO0079'OF A CONCRETE POST.
 PO0079
 PO0079                          STATION RECOVERY (1969)
 PO0079
 PO0079'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 PO0079'RECOVERED IN GOOD CONDITION.
 PO0079
 PO0079                          STATION RECOVERY (2003)
 PO0079
 PO0079'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 PO0079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0423 ***********************************************************************
 PN0423  DESIGNATION -  K 97
 PN0423  PID         -  PN0423
 PN0423  STATE/COUNTY-  WI/WAUSHARA
 PN0423  USGS QUAD   -  WAUTOMA (1968)
 PN0423
 PN0423                         *CURRENT SURVEY CONTROL
 PN0423  ___________________________________________________________________
 PN0423* NAD 83(1986)-  44 05 02.     (N)    089 16 37.     (W)     SCALED    
 PN0423* NAVD 88     -       265.188  (meters)     870.04   (feet)  ADJUSTED  
 PN0423  ___________________________________________________________________
 PN0423  GEOID HEIGHT-         -36.17  (meters)                     GEOID03
 PN0423  DYNAMIC HT  -         265.132 (meters)     869.85  (feet)  COMP
 PN0423  MODELED GRAV-     980,402.8   (mgal)                       NAVD 88
 PN0423
 PN0423  VERT ORDER  -  SECOND    CLASS 0
 PN0423
 PN0423.The horizontal coordinates were scaled from a topographic map and have
 PN0423.an estimated accuracy of +/- 6 seconds.
 PN0423
 PN0423.The orthometric height was determined by differential leveling
 PN0423.and adjusted by the National Geodetic Survey in June 1991..
 PN0423
 PN0423.The geoid height was determined by GEOID03.
 PN0423
 PN0423.The dynamic height is computed by dividing the NAVD 88
 PN0423.geopotential number by the normal gravity value computed on the
 PN0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0423.degrees latitude (g = 980.6199 gals.).
 PN0423
 PN0423.The modeled gravity was interpolated from observed gravity values.
 PN0423
 PN0423;                    North         East    Units  Estimated Accuracy
 PN0423;SPC WI S     -   231,760.      657,910.      MT  (+/- 180 meters Scaled)
 PN0423
 PN0423                          SUPERSEDED SURVEY CONTROL
 PN0423
 PN0423  NGVD 29 (??/??/92)  265.211  (m)          870.11   (f) ADJ UNCH    2 0
 PN0423
 PN0423.Superseded values are not recommended for survey control.
 PN0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0423.See file dsdata.txt to determine how the superseded data were derived.
 PN0423
 PN0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP177837(NAD 83)
 PN0423_MARKER: DB = BENCH MARK DISK
 PN0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0423_STAMPING: K-97 1934
 PN0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0423+STABILITY: SURFACE MOTION
 PN0423
 PN0423  HISTORY     - Date     Condition        Report By
 PN0423  HISTORY     - 1934     MONUMENTED       CGS
 PN0423  HISTORY     - 20040102 MARK NOT FOUND   USPSQD
 PN0423
 PN0423                          STATION DESCRIPTION
 PN0423
 PN0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0423'0.9 MI NE FROM WAUTOMA.
 PN0423'0.9 MILE NORTHEAST OF DEPOT AT WILD ROSE ALONG THE CHICAGO AND
 PN0423'NORTHWESTERN RAILROAD AT ROAD CROSSING, 2 POLES NORTHEAST OF
 PN0423'MILEPOLE 100.  SET IN POST, 30 FEET EAST OF CENTERLINE OF ROAD
 PN0423'AT CENTER OF CROSSING, 15 FEET SOUTHEAST OF CENTERLINE OF THE
 PN0423'TRACKS AND ABOUT LEVEL WITH TRACKS.
 PN0423
 PN0423                          STATION RECOVERY (2004)
 PN0423
 PN0423'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0423'NOT FOUND.  SEARCHED FOR THE STATION 0.7 MILE NORTH OF MOUNT MORRIS
 PN0423'ROAD ON SWAMP ROAD TO A CURVE IN SWAMP ROAD AND A SIDE ROAD STRAIGHT
 PN0423'AHEAD TO THE RAILROAD CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0260 ***********************************************************************
 PN0260  DESIGNATION -  K 98
 PN0260  PID         -  PN0260
 PN0260  STATE/COUNTY-  WI/WAUSHARA
 PN0260  USGS QUAD   -  AURORAVILLE (1961)
 PN0260
 PN0260                         *CURRENT SURVEY CONTROL
 PN0260  ___________________________________________________________________
 PN0260* NAD 83(1986)-  44 04 50.     (N)    088 59 10.     (W)     SCALED    
 PN0260* NAVD 88     -       231.663  (meters)     760.05   (feet)  ADJUSTED  
 PN0260  ___________________________________________________________________
 PN0260  GEOID HEIGHT-         -36.37  (meters)                     GEOID03
 PN0260  DYNAMIC HT  -         231.616 (meters)     759.89  (feet)  COMP
 PN0260  MODELED GRAV-     980,411.9   (mgal)                       NAVD 88
 PN0260
 PN0260  VERT ORDER  -  SECOND    CLASS 0
 PN0260
 PN0260.The horizontal coordinates were scaled from a topographic map and have
 PN0260.an estimated accuracy of +/- 6 seconds.
 PN0260
 PN0260.The orthometric height was determined by differential leveling
 PN0260.and adjusted by the National Geodetic Survey in June 1991..
 PN0260
 PN0260.The geoid height was determined by GEOID03.
 PN0260
 PN0260.The dynamic height is computed by dividing the NAVD 88
 PN0260.geopotential number by the normal gravity value computed on the
 PN0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0260.degrees latitude (g = 980.6199 gals.).
 PN0260
 PN0260.The modeled gravity was interpolated from observed gravity values.
 PN0260
 PN0260;                    North         East    Units  Estimated Accuracy
 PN0260;SPC WI S     -   231,630.      681,210.      MT  (+/- 180 meters Scaled)
 PN0260
 PN0260                          SUPERSEDED SURVEY CONTROL
 PN0260
 PN0260  NGVD 29 (??/??/92)  231.685  (m)          760.12   (f) ADJ UNCH    2 0
 PN0260
 PN0260.Superseded values are not recommended for survey control.
 PN0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0260.See file dsdata.txt to determine how the superseded data were derived.
 PN0260
 PN0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP409827(NAD 83)
 PN0260_MARKER: DB = BENCH MARK DISK
 PN0260_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PN0260_SP_SET: CULVERT
 PN0260_STAMPING: K-98 1934
 PN0260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PN0260
 PN0260  HISTORY     - Date     Condition        Report By
 PN0260  HISTORY     - 1934     MONUMENTED       CGS
 PN0260  HISTORY     - 20040102 MARK NOT FOUND   USPSQD
 PN0260
 PN0260                          STATION DESCRIPTION
 PN0260
 PN0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0260'1.9 MI N FROM AURORAHVILLE.
 PN0260'1.9 MILES NORTH OF ALONG 49 HIWAY AT LARGE CONCRETE CULVERT.
 PN0260'SET NEAR CENTER OF THE EAST HEADWALL, 9 INCHES ABOVE SURFACE OF
 PN0260'HIWAY.
 PN0260
 PN0260                          STATION RECOVERY (2004)
 PN0260
 PN0260'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0260'NOT FOUND.  NOTE-- THE BRIDGE WAS REBUILT IN 1987.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7736 ***********************************************************************
 DE7736  DESIGNATION -  K 98 RESET
 DE7736  PID         -  DE7736
 DE7736  STATE/COUNTY-  WI/WAUSHARA
 DE7736  USGS QUAD   -  AURORAVILLE (1961)
 DE7736
 DE7736                         *CURRENT SURVEY CONTROL
 DE7736  ___________________________________________________________________
 DE7736* NAD 83(1986)-  44 04 51.     (N)    088 59 09.     (W)     SCALED    
 DE7736* NAVD 88     -       231.510  (meters)     759.55   (feet)  ADJUSTED  
 DE7736  ___________________________________________________________________
 DE7736  GEOID HEIGHT-         -36.37  (meters)                     GEOID03
 DE7736  DYNAMIC HT  -         231.463 (meters)     759.39  (feet)  COMP
 DE7736  MODELED GRAV-     980,411.9   (mgal)                       NAVD 88
 DE7736
 DE7736  VERT ORDER  -  SECOND    CLASS I
 DE7736
 DE7736.The horizontal coordinates were scaled from a topographic map and have
 DE7736.an estimated accuracy of +/- 6 seconds.
 DE7736
 DE7736.The orthometric height was determined by differential leveling
 DE7736.and adjusted by the National Geodetic Survey in May 2003..
 DE7736
 DE7736.The geoid height was determined by GEOID03.
 DE7736
 DE7736.The dynamic height is computed by dividing the NAVD 88
 DE7736.geopotential number by the normal gravity value computed on the
 DE7736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7736.degrees latitude (g = 980.6199 gals.).
 DE7736
 DE7736.The modeled gravity was interpolated from observed gravity values.
 DE7736
 DE7736;                    North         East    Units  Estimated Accuracy
 DE7736;SPC WI S     -   231,660.      681,230.      MT  (+/- 180 meters Scaled)
 DE7736
 DE7736                          SUPERSEDED SURVEY CONTROL
 DE7736
 DE7736.No superseded survey control is available for this station.
 DE7736
 DE7736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP410827(NAD 83)
 DE7736_MARKER: DV = VERTICAL CONTROL DISK
 DE7736_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DE7736+WITH SETTING: PAVEMENT
 DE7736_SP_SET: BRIDGE DECK
 DE7736_STAMPING: K 98 RESET 1987
 DE7736_MARK LOGO: NGS   
 DE7736_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE7736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7736+STABILITY: SURFACE MOTION
 DE7736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7736+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2006
 DE7736
 DE7736  HISTORY     - Date     Condition        Report By
 DE7736  HISTORY     - 1987     MONUMENTED       NGS
 DE7736  HISTORY     - 2001     GOOD             WIDT
 DE7736  HISTORY     - 20040102 GOOD             USPSQD
 DE7736  HISTORY     - 20050607 GOOD             WIDT
 DE7736  HISTORY     - 20060813 GOOD             USPSQD
 DE7736
 DE7736                          STATION DESCRIPTION
 DE7736
 DE7736'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7736'THE STATION IS LOCATED ABOUT 37 KM WEST-NORTHWEST OF OSHKOSH, 6 KM
 DE7736'SOUTH OF POY SIPPI, AND 10 KM NORTHEAST OF REDGRANITE.
 DE7736'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DE7736'STATION FROM THE JUNCTION OF STATE HIGHWAY 21 WITH STATE HIGHWAY 49
 DE7736'ABOUT 8 KM NORTH OF THE CITY OF BERLIN, GO NORTH ON STATE HIGHWAY 49
 DE7736'FOR 4.6 KM TO BRIDGE --B-69-29-87-- AND THE STATION ON THE RIGHT.
 DE7736'THE STATION IS A BRONZE NATIONAL GEODETIC SURVEY BENCH MARK DISK SET
 DE7736'IN THE BRIDGE DECK.  THE STATION IS 8.3 M EAST OF THE CENTERLINE OF
 DE7736'STATE HIGHWAY 49, 54.3 M SOUTH-SOUTHWEST OF TELEPHONE PEDESTAL
 DE7736'--17--, 53 M SOUTHEAST OF A UTILITY POLE --19-13-31 52/44--, 12.8 M
 DE7736'NORTH-NORTHWEST OF A METAL POST FOR --R/W-- SIGN, AND 1.0 M WEST OF
 DE7736'AN ORANGE FIBERGLASS WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DE7736'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DE7736'HORIZON EXCEPT FOR TREES TO THE SOUTHEAST EXTENDING TO 40 DEGREES AND
 DE7736'A UTILITY POLE TO THE SOUTHWEST EXTENDING TO 20 DEGREES.
 DE7736
 DE7736                          STATION RECOVERY (2004)
 DE7736
 DE7736'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DE7736'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION ON THE TOP OF THE
 DE7736'SOUTHEAST WING WALL.
 DE7736
 DE7736                          STATION RECOVERY (2005)
 DE7736
 DE7736'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7736'RECOVERED IN GOOD CONDITION.
 DE7736
 DE7736                          STATION RECOVERY (2006)
 DE7736
 DE7736'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7736'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0531 ***********************************************************************
 PN0531  DESIGNATION -  K 99
 PN0531  PID         -  PN0531
 PN0531  STATE/COUNTY-  WI/WAUSHARA
 PN0531  USGS QUAD   -  COLOMA (1968)
 PN0531
 PN0531                         *CURRENT SURVEY CONTROL
 PN0531  ___________________________________________________________________
 PN0531* NAD 83(1986)-  44 00 27.     (N)    089 31 11.     (W)     SCALED    
 PN0531* NAVD 88     -       302.336  (meters)     991.91   (feet)  ADJUSTED  
 PN0531  ___________________________________________________________________
 PN0531  GEOID HEIGHT-         -35.90  (meters)                     GEOID03
 PN0531  DYNAMIC HT  -         302.268 (meters)     991.69  (feet)  COMP
 PN0531  MODELED GRAV-     980,387.9   (mgal)                       NAVD 88
 PN0531
 PN0531  VERT ORDER  -  SECOND    CLASS 0
 PN0531
 PN0531.The horizontal coordinates were scaled from a topographic map and have
 PN0531.an estimated accuracy of +/- 6 seconds.
 PN0531
 PN0531.The orthometric height was determined by differential leveling
 PN0531.and adjusted by the National Geodetic Survey in June 1991..
 PN0531
 PN0531.The geoid height was determined by GEOID03.
 PN0531
 PN0531.The dynamic height is computed by dividing the NAVD 88
 PN0531.geopotential number by the normal gravity value computed on the
 PN0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0531.degrees latitude (g = 980.6199 gals.).
 PN0531
 PN0531.The modeled gravity was interpolated from observed gravity values.
 PN0531
 PN0531;                    North         East    Units  Estimated Accuracy
 PN0531;SPC WI S     -   223,130.      638,520.      MT  (+/- 180 meters Scaled)
 PN0531
 PN0531                          SUPERSEDED SURVEY CONTROL
 PN0531
 PN0531  NGVD 29 (??/??/92)  302.354  (m)          991.97   (f) ADJ UNCH    2 0
 PN0531
 PN0531.Superseded values are not recommended for survey control.
 PN0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0531.See file dsdata.txt to determine how the superseded data were derived.
 PN0531
 PN0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP980757(NAD 83)
 PN0531_MARKER: DB = BENCH MARK DISK
 PN0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0531_STAMPING: K-99 1934
 PN0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0531+STABILITY: SURFACE MOTION
 PN0531
 PN0531  HISTORY     - Date     Condition        Report By
 PN0531  HISTORY     - 1934     MONUMENTED       CGS
 PN0531  HISTORY     - 1968     POOR             USGS
 PN0531  HISTORY     - 20040102 MARK NOT FOUND   USPSQD
 PN0531
 PN0531                          STATION DESCRIPTION
 PN0531
 PN0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0531'1.9 MI S FROM COLOMA.
 PN0531'1.9 MILES SOUTH OF DEPOT AT ALONG THE MINNEAPOLIS, ST PAUL AND
 PN0531'SOO STE MARIE RAILROAD AT PRIVATE ROAD CROSSING.  SET IN POST,
 PN0531'48 FEET SOUTHWEST OF CENTERLINE OF TRACKS, 18 FEET NORTHWEST
 PN0531'OF CENTERLINE OF GATEWAY AND 2 FEET NORTHEAST OF FENCE LINE.
 PN0531'NOTE-- MARK HIT BY HEAVY MACHINERY BUT STILL SOLID IN GROUND.
 PN0531
 PN0531                          STATION RECOVERY (1968)
 PN0531
 PN0531'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 PN0531'MARK RECOVERED IN POOR CONDITION.
 PN0531
 PN0531                          STATION RECOVERY (2004)
 PN0531
 PN0531'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0531'NOT FOUND.  RAILROAD HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0499 ***********************************************************************
 QL0499  DESIGNATION -  KANGAROO
 QL0499  PID         -  QL0499
 QL0499  STATE/COUNTY-  WI/DOOR
 QL0499  USGS QUAD   -  BAILEYS HARBOR WEST (1982)
 QL0499
 QL0499                         *CURRENT SURVEY CONTROL
 QL0499  ___________________________________________________________________
 QL0499* NAD 83(1991)-  45 00 39.87783(N)    087 10 37.59904(W)     ADJUSTED  
 QL0499* NAVD 88     -       208.     (meters)     682.     (feet)  SCALED    
 QL0499  ___________________________________________________________________
 QL0499  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 QL0499  GEOID HEIGHT-         -37.04  (meters)                     GEOID03
 QL0499
 QL0499  HORZ ORDER  -  SECOND
 QL0499
 QL0499.The horizontal coordinates were established by classical geodetic methods
 QL0499.and adjusted by the National Geodetic Survey in November 1991..
 QL0499
 QL0499.The orthometric height was scaled from a topographic map.
 QL0499
 QL0499.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0499
 QL0499.The geoid height was determined by GEOID03.
 QL0499
 QL0499;                    North         East     Units Scale Factor Converg.
 QL0499;SPC WI C     -   134,737.404   822,475.590   MT  0.99994347   +1 59 30.4
 QL0499;SPC WI C     -   442,050.97  2,698,405.33   sFT  0.99994347   +1 59 30.4
 QL0499;UTM  16      - 4,984,196.191   486,043.646   MT  0.99960239   -0 07 30.9
 QL0499
 QL0499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0499!SPC WI C     -   0.99997320  x   0.99994347  =   0.99991667
 QL0499!UTM  16      -   0.99997320  x   0.99960239  =   0.99957560
 QL0499
 QL0499:                Primary Azimuth Mark                     Grid Az
 QL0499:SPC WI C     -  KANGAROO AZ MK                           036 34 22.0
 QL0499:UTM  16      -  KANGAROO AZ MK                           038 41 23.3
 QL0499
 QL0499|---------------------------------------------------------------------|
 QL0499| PID    Reference Object                     Distance      Geod. Az  |
 QL0499|                                                           dddmmss.s |
 QL0499| CJ5153 KANGAROO AZ MK                                     0383352.4 |
 QL0499| CJ5154 KANGAROO RM 1                        27.431 METERS 04257     |
 QL0499| QL0494 CANA ISLAND LIGHT                   APPROX.13.3 KM 0495202.2 |
 QL0499| CJ5156 KANGAROO RM 3                        45.537 METERS 08454     |
 QL0499| PM0386 WEST JACKSONPORT ZION LUTH CH       APPROX. 5.4 KM 2533201.8 |
 QL0499| CJ5157 KANGAROO RM 4                        39.350 METERS 30701     |
 QL0499| CJ5155 KANGAROO RM 2                        24.563 METERS 32905     |
 QL0499|---------------------------------------------------------------------|
 QL0499
 QL0499                          SUPERSEDED SURVEY CONTROL
 QL0499
 QL0499  NAD 83(1986)-  45 00 39.87604(N)    087 10 37.59156(W) AD(       ) 2
 QL0499  NAD 27      -  45 00 39.89400(N)    087 10 37.21200(W) AD(       ) 2
 QL0499
 QL0499.Superseded values are not recommended for survey control.
 QL0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0499.See file dsdata.txt to determine how the superseded data were derived.
 QL0499
 QL0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ8604484196(NAD 83)
 QL0499_MARKER: DS = TRIANGULATION STATION DISK
 QL0499_SETTING: 80 = SET IN A BOULDER
 QL0499_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 QL0499
 QL0499  HISTORY     - Date     Condition        Report By
 QL0499  HISTORY     - 1953     MONUMENTED       CGS
 QL0499  HISTORY     - 1962     GOOD             WIDT
 QL0499  HISTORY     - 1962     GOOD             CGS
 QL0499  HISTORY     - 1989     GOOD             USPSQD
 QL0499
 QL0499                          STATION DESCRIPTION
 QL0499
 QL0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 QL0499'STATION IS LOCATED ABOUT 2 MILES NORTH OF JACKSONPORT, 1 MILE WEST OF
 QL0499'KANGAROO LAKE AT THE
 QL0499'NORTHEAST EDGE OF A SMALL ORCHARD AND IS ON PROPERTY OWNED BY ARNOLD
 QL0499'LOGERQUIST.  IT IS 232 FEET
 QL0499'NORTHEAST OF THE NORTHEAST CORNER OF A FRAME HOUSE, 41 FEET
 QL0499'SOUTH OF THE CENTER OF A GRAVEL ROAD, 28 FEET
 QL0499'NORTH OF A 16 INCH MAPLE TREE AND 11 FEET
 QL0499'SOUTH OF A WHITE WITNESS POST AND A FENCE LINE.  THE MARK IS
 QL0499'UNDERGROUND ABOUT 12 INCHES AND THE
 QL0499'DISK IS STAMPED KANGAROO 1953.
 QL0499'
 QL0499'REFERENCE MARK NO. 1 IS 24 FEET NORTH OF THE CENTER OF A GRAVEL ROAD
 QL0499'AND 1 FOOT SOUTH OF A STONE
 QL0499'FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED KANGAROO
 QL0499'NO 1 1953.
 QL0499'
 QL0499'REFERENCE MARK NO. 2 IS 27 FEET NORTH OF THE CENTER OF THE GRAVEL
 QL0499'ROAD AND 1 FOOT SOUTH OF THE
 QL0499'STONE FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 QL0499'KANGAROO NO 2 1953.
 QL0499'
 QL0499'AZIMUTH MARK IS 100 FEET NORTHEAST OF THE INTERSECTION OF A GRAVEL
 QL0499'ROAD AND A DRIVEWAY, 28
 QL0499'FEET EAST OF THE CENTER OF THE GRAVEL DRIVEWAY AND 2 FEET SOUTHEAST
 QL0499'OF THE SOUTHEAST CORNER OF A
 QL0499'LARGE FRAME BUILDING.  THE MARK IS FLUSH AND THE DISK IS
 QL0499'STAMPED KANGAROO 1953.
 QL0499'
 QL0499'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 57 AND COUNTY
 QL0499'HIGHWAYS A AND V IN
 QL0499'JACKSONPORT, GO NORTHEAST ON HIGHWAY 57 FOR 1.4 MILES TO WHERE
 QL0499'HIGHWAY 57 TURNS RIGHT AND A
 QL0499'PAVED ROAD STRAIGHT AHEAD, GO NORTH ON PAVED ROAD FOR 0.9 MILE TO A
 QL0499'GRAVEL SIDE ROAD LEFT,* TURN LEFT
 QL0499'AND GO WEST ON GRAVEL ROAD FOR 0.25 MILE TO A SMALL
 QL0499'ORCHARD ON THE LEFT AND THE STATION AS DESCRIBED.
 QL0499'
 QL0499'TO REACH THE AZIMUTH MARK FROM THIS POINT *, GO NORTH ON PAVED ROAD
 QL0499'FOR 0.25 MILE TO A GRAVEL ROAD
 QL0499'LEFT, TURN LEFT ON GRAVEL ROAD FOR 0.05 MILE TO A DRIVEWAY ON THE
 QL0499'RIGHT AND A LARGE FRAME BUILDING ON
 QL0499'THE RIGHT AND THE AZIMUTH MARK AS DESCRIBED.
 QL0499'
 QL0499'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 QL0499
 QL0499                          STATION RECOVERY (1962)
 QL0499
 QL0499'RECOVERY NOTE BY WI DEPT OF TRANSP 1962
 QL0499'STATION MARK AND DESCRIPTION STILL HOLDS GOOD.  REFERENCE MARK NO. 1
 QL0499'AND NO. 2 WERE BOTH
 QL0499'DESTROYED BY ROAD GRADING OPERATIONS.  AZIMUTH MARK IS IN
 QL0499'GOOD SHAPE.
 QL0499
 QL0499                          STATION RECOVERY (1962)
 QL0499
 QL0499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 QL0499'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 QL0499'CONDITION, EXCEPT BOTH
 QL0499'REFERENCE MARKS WHICH HAD BEEN DISPLACED BY ROAD CONSTRUCTION.
 QL0499'REFERENCE MARKS NO. 3 AND NO. 4
 QL0499'WERE ESTABLISHED AND A COMPLETE DESCRIPTION FOLLOWS.
 QL0499'
 QL0499'STATION IS LOCATED ABOUT 2 MILES NORTH OF JACKSONPORT AND A MILE WEST
 QL0499'OF KANGAROO LAKE AT THE
 QL0499'NORTHEAST CORNER OF A SMALL ORCHARD IN SEC. 10, T 29 N., R 27 E. ON
 QL0499'LAND OWNED BY ARNOLD LOGERQUIST,
 QL0499'232 FEET NORTHEAST OF THE NORTHEAST CORNER OF HIS WHITE
 QL0499'FRAME HOUSE, 44 FEET SOUTH OF THE CENTER OF
 QL0499'GRAVEL ROAD, 27 FEET SOUTHWEST OF A 14-INCH
 QL0499'MAPLE TREE, 27 FEET NORTH OF A 14-INCH MAPLE TREE, 14 FEET
 QL0499'SOUTH OF A 5-INCH MAPLE TREE, AND 11
 QL0499'FEET SOUTH OF A WHITE WITNESS POST.  THE MARK IS 6 INCHES BELOW THE
 QL0499'SURFACE OF THE GROUND AND THE DISK IS
 QL0499'STAMPED KANGAROO 1953.
 QL0499'
 QL0499'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 57 AND COUNTY
 QL0499'ROADS A AND V IN JACKSONPORT,
 QL0499'GO NORTHEAST ON STATE HIGHWAY 57 FOR 1.4 MILES TO WHERE STATE HIGHWAY
 QL0499'57 TURNS RIGHT AND A HARD SURFACED
 QL0499'ROAD GOES STRAIGHT AHEAD NORTH.  KEEP LEFT AND GO
 QL0499'NORTH ON MACADAM ROAD FOR 0.9 MILE TO A GRAVEL SIDE
 QL0499'ROAD LEFT.  TURN LEFT AND GO WEST ON
 QL0499'GRAVEL ROAD FOR 0.25 MILE TO THE STATION ON THE LEFT.
 QL0499'
 QL0499'REFERENCE MARK NO. 3 IS 52 FEET EAST OF A 12-INCH MAPLE TREE, 32 FEET
 QL0499'SOUTH OF THE CENTER OF
 QL0499'GRAVEL ROAD, AND 8 FEET WEST OF ANOTHER 12-INCH MAPLE TREE.  THE MARK
 QL0499'PROJECTS 4 INCHES AND THE DISK
 QL0499'IS STAMPED KANGAROO NO 3 1953.
 QL0499'
 QL0499'REFERENCE MARK NO. 4 IS 33 FEET NORTH OF THE CENTER OF GRAVEL ROAD
 QL0499'AND 4 FEET WEST OF A POWER
 QL0499'POLE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED KANGAROO
 QL0499'NO 4 1953.
 QL0499'
 QL0499'AZIMUTH MARK IS ABOUT 100 YARDS WEST OF MACADAM ROAD WHICH LEADS TO
 QL0499'THE LOGERQUIST BROS.
 QL0499'FARM AND IS 2 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A LARGE
 QL0499'WHITE FRAME BUILDING USED FOR THE
 QL0499'STORAGE OF MACHINERY.  THE MARK IS FLUSH WITH THE
 QL0499'GROUND AND THE DISK IS STAMPED KANGAROO 1953.
 QL0499'
 QL0499'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GRAVEL ROAD
 QL0499'FOR 0.25 MILE TO MACADAM
 QL0499'ROAD.  TURN LEFT AND GO NORTH ON MACADAM ROAD FOR 0.25 MILE TO
 QL0499'LOGERQUIST BROS. FARM BUILDINGS ON THE
 QL0499'LEFT.  TURN LEFT INTO DRIVEWAY AND GO WEST FOR
 QL0499'100 YARDS TO THE AZIMUTH MARK AS DESCRIBED.
 QL0499'
 QL0499'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 QL0499
 QL0499                          STATION RECOVERY (1989)
 QL0499
 QL0499'RECOVERY NOTE BY US POWER SQUADRON 1989 (RAS)
 QL0499'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0978 ***********************************************************************
 NH0978  DESIGNATION -  KANSAS
 NH0978  PID         -  NH0978
 NH0978  STATE/COUNTY-  WI/RACINE
 NH0978  USGS QUAD   -  UNION GROVE (1971)
 NH0978
 NH0978                         *CURRENT SURVEY CONTROL
 NH0978  ___________________________________________________________________
 NH0978* NAD 83(1991)-  42 41 05.16639(N)    088 05 09.08826(W)     ADJUSTED  
 NH0978* NAVD 88     -       258.     (meters)     846.     (feet)  SCALED    
 NH0978  ___________________________________________________________________
 NH0978  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 NH0978  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 NH0978
 NH0978  HORZ ORDER  -  SECOND
 NH0978
 NH0978.The horizontal coordinates were established by classical geodetic methods
 NH0978.and adjusted by the National Geodetic Survey in November 1991..
 NH0978
 NH0978.The orthometric height was scaled from a topographic map.
 NH0978
 NH0978.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0978
 NH0978.The geoid height was determined by GEOID03.
 NH0978
 NH0978;                    North         East     Units Scale Factor Converg.
 NH0978;SPC WI S     -    77,872.691   756,864.342   MT  1.00001015   +1 18 54.8
 NH0978;SPC WI S     -   255,487.32  2,483,145.76   sFT  1.00001015   +1 18 54.8
 NH0978;UTM  16      - 4,726,381.366   411,041.971   MT  0.99969736   -0 44 10.4
 NH0978
 NH0978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0978!SPC WI S     -   0.99996497  x   1.00001015  =   0.99997512
 NH0978!UTM  16      -   0.99996497  x   0.99969736  =   0.99966234
 NH0978
 NH0978|---------------------------------------------------------------------|
 NH0978| PID    Reference Object                     Distance      Geod. Az  |
 NH0978|                                                           dddmmss.s |
 NH0978| CI9854 KANSAS RM                            20.040 METERS 15712     |
 NH0978| NH0989 VILAS                               APPROX. 9.5 KM 2625202.2 |
 NH0978|---------------------------------------------------------------------|
 NH0978
 NH0978                          SUPERSEDED SURVEY CONTROL
 NH0978
 NH0978  NAD 83(1986)-  42 41 05.15838(N)    088 05 09.10000(W) AD(       ) 2
 NH0978  NAD 27      -  42 41 05.09100(N)    088 05 08.79200(W) AD(       ) 2
 NH0978
 NH0978.Superseded values are not recommended for survey control.
 NH0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0978.See file dsdata.txt to determine how the superseded data were derived.
 NH0978
 NH0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1104226381(NAD 83)
 NH0978_MARKER: DS = TRIANGULATION STATION DISK
 NH0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0978
 NH0978  HISTORY     - Date     Condition        Report By
 NH0978  HISTORY     - 1920     MONUMENTED       CGS
 NH0978  HISTORY     - 1930     POOR             CGS
 NH0978  HISTORY     - 1973     MARK NOT FOUND   LOCENG
 NH0978
 NH0978                          STATION DESCRIPTION
 NH0978
 NH0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH0978'STATION IS LOCATED ABOUT 1 MILE E OF KANSASVILLE, ON THE
 NH0978'N SIDE OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 NH0978'TRACK, 200 YARDS E OF THE BURLINGTON-RACINE HIGHWAY CROSSING,
 NH0978'100 YARDS NE OF G.A. BEACHERS RESIDENCE, AND 4.33 METERS
 NH0978'(14.21 FEET) N OF THE N AND NEAREST RAIL.  SURFACE, UNDERGROUND,
 NH0978'AND REFERENE MARKS ARE BRONZE TABLETS SET IN CONCRETE AS
 NH0978'DESCRIBED.  REFERENCE MARK IS ON THE
 NH0978'OPPOSITE SIDE OF THE TRACK, NEAR THE FENCE LINE, 20.04 METERS
 NH0978'(65.75 FEET) FROM THE STATION, S 22 DEG 48 MIN E.
 NH0978
 NH0978                          STATION RECOVERY (1930)
 NH0978
 NH0978'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 NH0978'MARK WAS FOUND DESTROYED.  UNDERGROUND MARK UNDOUBTEDLY IS
 NH0978'IN GOOD CONDITION.  THIS IS A TRAVERSE STATION.
 NH0978
 NH0978                          STATION RECOVERY (1973)
 NH0978
 NH0978'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973 (GME)
 NH0978'STATION RECOVERED BY NIELSEN MADSEN CONSULTING ENG
 NH0978'
 NH0978'NOT FOUND
 NH0978'
 NH0978'LOCATED FROM COORDINATES DUG A HOLE 2 FT X 4 FT 4 FT DEEP
 NH0978'FOUND NOTHING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0768 ***********************************************************************
 ON0768  DESIGNATION -  KAPANKE
 ON0768  PID         -  ON0768
 ON0768  STATE/COUNTY-  WI/VERNON
 ON0768  USGS QUAD   -  NEWTON (1983)
 ON0768
 ON0768                         *CURRENT SURVEY CONTROL
 ON0768  ___________________________________________________________________
 ON0768* NAD 83(1991)-  43 37 11.89622(N)    091 06 39.00157(W)     ADJUSTED  
 ON0768* NAVD 88     -       370.42   (+/-2cm)    1215.3    (feet)  VERTCON   
 ON0768  ___________________________________________________________________
 ON0768  LAPLACE CORR-          -8.65  (seconds)                    DEFLEC99
 ON0768  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 ON0768
 ON0768  HORZ ORDER  -  FIRST
 ON0768  VERT ORDER  -  THIRD ? (See Below)
 ON0768
 ON0768.The horizontal coordinates were established by classical geodetic methods
 ON0768.and adjusted by the National Geodetic Survey in March 1999..
 ON0768
 ON0768.The NAVD 88 height was computed by applying the VERTCON shift value to
 ON0768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ON0768.The vertical order pertains to the NGVD 29 superseded value.
 ON0768
 ON0768.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0768
 ON0768.The geoid height was determined by GEOID03.
 ON0768
 ON0768;                    North         East     Units Scale Factor Converg.
 ON0768;SPC WI S     -   180,561.505   510,345.585   MT  0.99993982   -0 45 47.7
 ON0768;SPC WI S     -   592,392.20  1,674,358.81   sFT  0.99993982   -0 45 47.7
 ON0768;SPC MN S     -   173,008.709 1,033,163.626   MT  1.00003940   +2 01 30.3
 ON0768;UTM  15      - 4,831,399.205   652,427.011   MT  0.99988579   +1 18 12.7
 ON0768
 ON0768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0768!SPC WI S     -   0.99994692  x   0.99993982  =   0.99988674
 ON0768!SPC MN S     -   0.99994692  x   1.00003940  =   0.99998632
 ON0768!UTM  15      -   0.99994692  x   0.99988579  =   0.99983272
 ON0768
 ON0768:                Primary Azimuth Mark                     Grid Az
 ON0768:SPC WI S     -  ST JOSEPH CHURCH SPIRE                   018 43 07.6
 ON0768:SPC MN S     -  ST JOSEPH CHURCH SPIRE                   015 55 49.6
 ON0768:UTM  15      -  ST JOSEPH CHURCH SPIRE                   016 39 07.2
 ON0768
 ON0768|---------------------------------------------------------------------|
 ON0768| PID    Reference Object                     Distance      Geod. Az  |
 ON0768|                                                           dddmmss.s |
 ON0768| ON0746 ST JOSEPH CHURCH SPIRE              APPROX.19.5 KM 0175719.9 |
 ON0768| ON0780 IASOTA                              APPROX.24.9 KM 2375320.8 |
 ON0768| CI5800 KAPANKE RM 1                                       25557     |
 ON0768| ON0787 CALEDONIA MUNICIPAL STANDPIPE       APPROX.31.1 KM 2731638.2 |
 ON0768| CI5801 KAPANKE RM 2                         30.260 METERS 31027     |
 ON0768| ON0793 AIRWAY BEACON 23 DRESBACH           APPROX.33.9 KM 3275453.6 |
 ON0768|---------------------------------------------------------------------|
 ON0768
 ON0768                          SUPERSEDED SURVEY CONTROL
 ON0768
 ON0768  NAD 83(1991)-  43 37 11.89284(N)    091 06 39.00145(W) AD(       ) 1
 ON0768  NAD 83(1986)-  43 37 11.89112(N)    091 06 39.00329(W) AD(       ) 1
 ON0768  NAD 27      -  43 37 11.99500(N)    091 06 38.53000(W) AD(       ) 1
 ON0768  NGVD 29 (07/19/86)  370.44   (m)         1215.4    (f) LEVELING    3  
 ON0768
 ON0768.Superseded values are not recommended for survey control.
 ON0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0768.See file dsdata.txt to determine how the superseded data were derived.
 ON0768
 ON0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ5242731399(NAD 83)
 ON0768_MARKER: DS = TRIANGULATION STATION DISK
 ON0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0768
 ON0768  HISTORY     - Date     Condition        Report By
 ON0768  HISTORY     - 1931     MONUMENTED       CGS
 ON0768  HISTORY     - 1958     GOOD             LOCSUR
 ON0768
 ON0768                          STATION DESCRIPTION
 ON0768
 ON0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 ON0768'TWO AND ONE-HALF MILES SOUTH-SOUTHWEST OF CHASEBURG, ON LAND
 ON0768'OWNED AND OCCUPIED BY HENRY KAPANKE, IN SMALL TRIANGULAR
 ON0768'PASTURE STRIP (OLD ORCHARD), 3.45 METERS (11.3 FEET) NORTH OF
 ON0768'FENCE ON NORTH SIDE OF HIGHWAY, 9.54 METERS (31.3 FEET) NORTH
 ON0768'OF CENTERLINE OF COUNTY ROUTE K, 21.28 METERS (69.8 FEET)
 ON0768'SOUTH OF FENCE ON NORTH SIDE OF PASTURE, AND 40 YARDS EAST OF
 ON0768'GROUP OF OLD FRUIT TREES.  TO REACH FROM CHASEBURG FOLLOW
 ON0768'COUNTY ROUTE K, 2 MILES TO T-INTERSECTION, TURN RIGHT WITH
 ON0768'ROUTE K, AND CONTINUE 0.4 MILE TO STATION SITE NORTHEAST OF
 ON0768'KAPANKES BRICK HOUSE ON LEFT SIDE OF ROAD.  SURFACE AND
 ON0768'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 ON0768'UPPER MARK PROJECTS 2 INCHES ABOVE GROUND.
 ON0768'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN
 ON0768'CONCRETE.  NO. 1 PROJECTS 12 INCHES ABOVE GROUND, IS
 ON0768'ON FIRST HILL WEST OF STATION, 1 FOOT NORTH OF FENCE ON
 ON0768'SOUTH SIDE OF ROAD, 3 METERS (10 FEET) EAST OF GATE ENTERING
 ON0768'PASTURE, 5 METERS (16 FEET) SOUTH OF CENTERLINE OF ROUTE
 ON0768'K, AND 0.4 MILE FROM STATION S 75 DEG 57 MIN W.
 ON0768'NO. 2 PROJECTS 10 INCHES ABOVE GROUND, IS 1 FOOT SOUTH
 ON0768'OF NORTH FENCE OF PASTURE, 16 METERS (52 FEET) WEST OF
 ON0768'12-INCH OAK TREE, 18 METERS (59 FEET) NORTHEAST OF
 ON0768'10-INCH APPLE TREE WHICH IS MOST NORTHEASTERLY TREE IN ORCHARD,
 ON0768'AND 30.26 METERS (99.3 FEET) FROM STATION N 49 DEG 33 MIN W.
 ON0768
 ON0768                          STATION RECOVERY (1958)
 ON0768
 ON0768'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1958
 ON0768'REPORTED BY CHICAGO AERIAL SURVEY, FRANKLIN PARK, ILL.--
 ON0768'
 ON0768'STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 ON0768'CONDITION.  REFERENCE MARK 1 PROJECTS 3 FT. ABOVE GROUND IN ITS
 ON0768'APPROXIMATE POSITION BECAUSE THE ROAD HAS BEEN GRADED AROUND
 ON0768'IT.  ANGLE BETWEEN REFERENCE MARK 1 AND REFERENCE MARK 2 FAILED
 ON0768'TO CHECK BY THREE MINUTES.  DUE TO CHANGES IN LAND USAGE THE
 ON0768'DESCRIPTIONS ARE NOT ADEQUATE AND THE ASSISTANCE OF THE LOCAL
 ON0768'RESIDENTS WAS NECESSARY TO FIND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1257 ***********************************************************************
 PN1257  DESIGNATION -  KAPUT
 PN1257  PID         -  PN1257
 PN1257  STATE/COUNTY-  WI/WOOD
 PN1257  USGS QUAD   -  WISCONSIN RAPIDS SOUTH (1984)
 PN1257
 PN1257                         *CURRENT SURVEY CONTROL
 PN1257  ___________________________________________________________________
 PN1257* NAD 83(1991)-  44 17 31.17210(N)    089 47 22.85976(W)     ADJUSTED  
 PN1257* NAVD 88     -       308.6    (meters)    1012.     (feet)  VERTCON   
 PN1257  ___________________________________________________________________
 PN1257  LAPLACE CORR-          -5.64  (seconds)                    DEFLEC99
 PN1257  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 PN1257
 PN1257  HORZ ORDER  -  SECOND
 PN1257
 PN1257.The horizontal coordinates were established by classical geodetic methods
 PN1257.and adjusted by the National Geodetic Survey in November 1991..
 PN1257
 PN1257.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1257
 PN1257.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1257
 PN1257.The geoid height was determined by GEOID03.
 PN1257
 PN1257;                    North         East     Units Scale Factor Converg.
 PN1257;SPC WI C     -    50,987.126   616,785.608   MT  0.99999233   +0 08 54.2
 PN1257;SPC WI C     -   167,280.26  2,023,570.78   sFT  0.99999233   +0 08 54.2
 PN1257;SPC WI S     -   254,653.590   616,786.637   MT  1.00005358   +0 08 40.2
 PN1257;SPC WI S     -   835,475.99  2,023,574.16   sFT  1.00005358   +0 08 40.2
 PN1257;UTM  16      - 4,908,089.743   277,437.135   MT  1.00020923   -1 56 56.0
 PN1257
 PN1257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1257!SPC WI C     -   0.99995715  x   0.99999233  =   0.99994948
 PN1257!SPC WI S     -   0.99995715  x   1.00005358  =   1.00001073
 PN1257!UTM  16      -   0.99995715  x   1.00020923  =   1.00016637
 PN1257
 PN1257|---------------------------------------------------------------------|
 PN1257| PID    Reference Object                     Distance      Geod. Az  |
 PN1257|                                                           dddmmss.s |
 PN1257| CS5152 KAPUT RM 1                           19.015 METERS 09619     |
 PN1257| CS5153 KAPUT RM 2                           21.105 METERS 33118     |
 PN1257|---------------------------------------------------------------------|
 PN1257
 PN1257                          SUPERSEDED SURVEY CONTROL
 PN1257
 PN1257  NAD 83(1986)-  44 17 31.16955(N)    089 47 22.86775(W) AD(       ) 2
 PN1257  NGVD 29 (01/18/91)  308.6    (m)         1012.     (f) VERT ANG       
 PN1257
 PN1257.Superseded values are not recommended for survey control.
 PN1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1257.See file dsdata.txt to determine how the superseded data were derived.
 PN1257
 PN1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7743708090(NAD 83)
 PN1257_MARKER: DE = TRAVERSE STATION DISK
 PN1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN1257_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1257+STABILITY: SURFACE MOTION
 PN1257
 PN1257  HISTORY     - Date     Condition        Report By
 PN1257  HISTORY     - 1982     MONUMENTED       WIDT
 PN1257  HISTORY     - 20030121 MARK NOT FOUND   USPSQD
 PN1257  HISTORY     - 20040330 MARK NOT FOUND   USPSQD
 PN1257
 PN1257                          STATION DESCRIPTION
 PN1257
 PN1257'DESCRIBED BY WI DEPT OF TRANSP 1982 (LTK)
 PN1257'THE STATION IS LOCATED ALONG STH 73 ABOUT 5 MILES SOUTH SOUTHEAST OF
 PN1257'WISCONSIN RAPIDS.
 PN1257'
 PN1257'TO REACH THE STATION FROM THE JUNCTION OF STH 13 AND STH 73 TO THE
 PN1257'SOUTHEAST ABOUT 4 MILES SOUTH OF WISCONSIN RAPIDS, GO SOUTHEAST ON STH
 PN1257'73 FOR 1.4 MILES TO THE JUNCTION WITH EVERGREEN AVENUE AND THE STATION
 PN1257'ON HIGHWAY RIGHT OF WAY IN THE SOUTHEAST QUADRANT OF THE INTERSECTION.
 PN1257'
 PN1257'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---KAPUT 1982---.
 PN1257'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL
 PN1257'CONCRETE MONUMENT WHICH PROJECTS 2 INCHES ABOVE GROUND.  IT IS 71.8
 PN1257'FEET SOUTHEAST OF A CONCRETE RIGHT OF WAY POST, 63.0 FEET WEST OF A
 PN1257'METAL WITNESS POST, 30.0 FEET NORTHEAST OF THE CENTER OF STH 73, 25.5
 PN1257'FEET SOUTH OF THE CENTER OF EVERGREEN AVENUE, AND 3.2 FEET SOUTH
 PN1257'SOUTHEAST OF A METAL STREET SIGN.  THE UNDERGROUND DISK IS SET IN AN
 PN1257'IRREGULAR MASS OF CONCRETE 4.5 FEET BELOW GROUND.
 PN1257'
 PN1257'REFERENCE MARK 1 IS A STANDARD WIDT DISK STAMPED---KAPUT RM 1 1982---
 PN1257'SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT
 PN1257'WHICH PROJECTS 2 INCHES ABOVE GROUND.  IT IS 119.4 FEET SOUTHEAST OF A
 PN1257'CONCRETE RIGHT OF WAY POST, 68.5 FEET NORTHEAST OF THE CENTER OF STH
 PN1257'73, 30.5 FEET SOUTH OF THE CENTER OF EVERGREEN AVENUE, 2.4 FEET NORTH
 PN1257'OF A METAL WITNESS POST, AND 1 FOOT HIGHER THAN THE STATION.
 PN1257'
 PN1257'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---KAPUT RM 2 1982---
 PN1257'SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT
 PN1257'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 66.0 FEET NORTHWEST OF
 PN1257'A METAL STREET SIGN, 50.5 FEET NORTHEAST OF THE CENTER OF STH 73, 34.5
 PN1257'FEET NORTH OF THE CENTER OF EVERGREEN AVENUE, 3.0 FEET SOUTHEAST OF A
 PN1257'CONCRETE RIGHT OF WAY POST, AND LEVEL WITH THE STATION.
 PN1257'
 PN1257'NO AZIMUTH MARK WAS SET.  HEIGHT OF LIGHT ABOVE MARK WAS 1.71 METERS.
 PN1257
 PN1257                          STATION RECOVERY (2003)
 PN1257
 PN1257'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN1257'NOT FOUND.  NO WITNESS POST WAS FOUND.  PROBING THE AREA DID NOT FIND
 PN1257'THE STATION.  REFERENCE MARK 1 WAS FOUND IN GOOD CONDITION THOUGH NO
 PN1257'WITNESS POST PRESENT.  RM 2 NOT FOUND.
 PN1257
 PN1257                          STATION RECOVERY (2004)
 PN1257
 PN1257'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN1257'STATION WAS NOT FOUND.  IT IS PROBABLY COVERED BY THE TURNING LANE OF
 PN1257'THE HIGHWAY.  REFERENCE MARK 1 IS 2.5 FEET NORTH OF A WHITE METAL
 PN1257'WITNESS POST.  REFERENCE MARK 2 WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1320 ***********************************************************************
 PN1320  DESIGNATION -  KAUFMAN
 PN1320  PID         -  PN1320
 PN1320  STATE/COUNTY-  WI/WAUSHARA
 PN1320  USGS QUAD   -  COLOMA (1968)
 PN1320
 PN1320                         *CURRENT SURVEY CONTROL
 PN1320  ___________________________________________________________________
 PN1320* NAD 83(1991)-  44 00 21.93069(N)    089 30 07.72763(W)     ADJUSTED  
 PN1320* NAVD 88     -       303.2    (meters)     995.     (feet)  VERTCON   
 PN1320  ___________________________________________________________________
 PN1320  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 PN1320  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 PN1320
 PN1320  HORZ ORDER  -  SECOND
 PN1320
 PN1320.The horizontal coordinates were established by classical geodetic methods
 PN1320.and adjusted by the National Geodetic Survey in November 1991..
 PN1320
 PN1320.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1320
 PN1320.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1320
 PN1320.The geoid height was determined by GEOID03.
 PN1320
 PN1320;                    North         East     Units Scale Factor Converg.
 PN1320;SPC WI S     -   222,983.145   639,926.137   MT  0.99998826   +0 20 31.5
 PN1320;SPC WI S     -   731,570.53  2,099,491.00   sFT  0.99998826   +0 20 31.5
 PN1320;UTM  16      - 4,875,593.334   299,410.843   MT  1.00009489   -1 44 20.1
 PN1320
 PN1320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1320!SPC WI S     -   0.99995809  x   0.99998826  =   0.99994635
 PN1320!UTM  16      -   0.99995809  x   1.00009489  =   1.00005298
 PN1320
 PN1320|---------------------------------------------------------------------|
 PN1320| PID    Reference Object                     Distance      Geod. Az  |
 PN1320|                                                           dddmmss.s |
 PN1320| CS5524 KAUFMAN RM 1                         24.867 METERS 06206     |
 PN1320| CS5525 KAUFMAN RM 2                         11.850 METERS 33715     |
 PN1320|---------------------------------------------------------------------|
 PN1320
 PN1320                          SUPERSEDED SURVEY CONTROL
 PN1320
 PN1320  NAD 83(1986)-  44 00 21.92810(N)    089 30 07.73588(W) AD(       ) 2
 PN1320  NGVD 29 (03/14/91)  303.2    (m)          995.     (f) VERT ANG       
 PN1320
 PN1320.Superseded values are not recommended for survey control.
 PN1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1320.See file dsdata.txt to determine how the superseded data were derived.
 PN1320
 PN1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP9941175593(NAD 83)
 PN1320_MARKER: DE = TRAVERSE STATION DISK
 PN1320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN1320_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1320+STABILITY: SURFACE MOTION
 PN1320
 PN1320  HISTORY     - Date     Condition        Report By
 PN1320  HISTORY     - 1980     MONUMENTED       WIDT
 PN1320
 PN1320                          STATION DESCRIPTION
 PN1320
 PN1320'DESCRIBED BY WI DEPT OF TRANSP 1980 (LTK)
 PN1320'THE STATION IS LOCATED ALONG USH 51 ABOUT 16 MILES EAST NORTHEAST OF
 PN1320'FRIENDSHIP, 8.5 MILES NORTH OF WESTFIELD, AND 2 MILES SOUTHEAST OF
 PN1320'COLOMA.
 PN1320'
 PN1320'TO REACH THE STATION FROM THE JUNCTION OF STH 21 AND USH 51 NEAR THE
 PN1320'SOUTH EDGE OF COLOMA, GO SOUTHEAST ON USH 51 FOR 1.77 MILES TO THE
 PN1320'SOUTH END OF A CUT SECTION AND THE STATION ON THE LEFT ABOUT 100 FEET
 PN1320'NORTHWEST OF A PRIVATE ENTRANCE TO THE NORTHEAST.
 PN1320'
 PN1320'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---KAUFMAN 1980---.
 PN1320'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 PN1320'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 98.5 FEET
 PN1320'SOUTHWEST OF A WOODEN RIGHT OF WAY POST, 81.5 FEET SOUTH OF A 36 INCH
 PN1320'RED OAK, 75.5 FEET NORTHEAST OF THE CENTER OF USH 51, AND 3 FEET
 PN1320'NORTHWEST OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 PN1320'IRREGULAR MASS OF CONCRETE 4.5 FEET BELOW GROUND.
 PN1320'
 PN1320'REFERENCE MARK 1 IS A STANDARD WIDT DISK STAMPED---KAUFMAN RM 1
 PN1320'1980---SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 PN1320'PROJECTS 3 INCHES ABOVE GROUND.  IT IS 114 FEET NORTHEAST OF THE
 PN1320'CENTER OF USH 51, 84.5 FEET SOUTHEAST OF A 36 INCH RED OAK, 65.5 FEET
 PN1320'SOUTHWEST OF A WOODEN RIGHT OF WAY POST, 36 FEET EAST NORTHEAST OF A
 PN1320'METAL WITNESS POST, AND 1 FOOT LOWER THAN THE STATION.
 PN1320'
 PN1320'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---KAUFMAN RM 2
 PN1320'1980---SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 PN1320'PROJECTS 5 INCHES ABOVE GROUND.  IT IS 81.5 FEET NORTH OF A METAL
 PN1320'WITNESS POST, 80.5 FEET NORTHEAST OF THE CENTER OF USH 51, 4 FEET
 PN1320'SOUTHWEST OF A 36 INCH OAK, AND 4 FEET LOWER THAN THE STATION.
 PN1320'
 PN1320'NO AZIMUTH MARK WAS SET.  HEIGHT OF LIGHT ABOVE MARK WAS 1.52 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1346 ***********************************************************************
 PN1346  CBN         -  This is a Cooperative Base Network Control Station.
 PN1346  DESIGNATION -  KAUKAUNA GPS
 PN1346  PID         -  PN1346
 PN1346  STATE/COUNTY-  WI/CALUMET
 PN1346  USGS QUAD   -  SHERWOOD (1992)
 PN1346
 PN1346                         *CURRENT SURVEY CONTROL
 PN1346  ___________________________________________________________________
 PN1346* NAD 83(1997)-  44 12 51.20127(N)    088 18 26.19389(W)     ADJUSTED  
 PN1346* NAVD 88     -       242.385  (meters)     795.22   (feet)  ADJUSTED  
 PN1346  ___________________________________________________________________
 PN1346  X           -     135,262.178 (meters)                     COMP
 PN1346  Y           -  -4,577,058.873 (meters)                     COMP
 PN1346  Z           -   4,425,327.041 (meters)                     COMP
 PN1346  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 PN1346  ELLIP HEIGHT-         206.20  (meters)          (04/28/99) GPS OBS
 PN1346  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PN1346  DYNAMIC HT  -         242.344 (meters)     795.09  (feet)  COMP
 PN1346  MODELED GRAV-     980,443.3   (mgal)                       NAVD 88
 PN1346
 PN1346  HORZ ORDER  -  A
 PN1346  VERT ORDER  -  SECOND    CLASS I
 PN1346  ELLP ORDER  -  THIRD     CLASS I
 PN1346
 PN1346.The horizontal coordinates were established by GPS observations
 PN1346.and adjusted by the National Geodetic Survey in April 1999..
 PN1346
 PN1346.The orthometric height was determined by differential leveling
 PN1346.and adjusted by the National Geodetic Survey in May 2003..
 PN1346
 PN1346.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PN1346
 PN1346.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1346
 PN1346.The ellipsoidal height was determined by GPS observations
 PN1346.and is referenced to NAD 83.
 PN1346
 PN1346.The geoid height was determined by GEOID03.
 PN1346
 PN1346.The dynamic height is computed by dividing the NAVD 88
 PN1346.geopotential number by the normal gravity value computed on the
 PN1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN1346.degrees latitude (g = 980.6199 gals.).
 PN1346
 PN1346.The modeled gravity was interpolated from observed gravity values.
 PN1346
 PN1346;                    North         East     Units Scale Factor Converg.
 PN1346;SPC WI S     -   247,363.531   735,272.707   MT  1.00003332   +1 09 47.1
 PN1346;SPC WI S     -   811,558.52  2,412,307.21   sFT  1.00003332   +1 09 47.1
 PN1346;SPC WI C     -    43,733.753   735,268.635   MT  1.00000696   +1 11 39.6
 PN1346;SPC WI C     -   143,483.15  2,412,293.85   sFT  1.00000696   +1 11 39.6
 PN1346;UTM  16      - 4,896,497.389   395,567.886   MT  0.99973413   -0 54 42.1
 PN1346
 PN1346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1346!SPC WI S     -   0.99996767  x   1.00003332  =   1.00000099
 PN1346!SPC WI C     -   0.99996767  x   1.00000696  =   0.99997463
 PN1346!UTM  16      -   0.99996767  x   0.99973413  =   0.99970181
 PN1346
 PN1346                          SUPERSEDED SURVEY CONTROL
 PN1346
 PN1346  NAD 83(1991)-  44 12 51.20061(N)    088 18 26.19260(W) AD(       ) B
 PN1346  ELLIP H (06/11/91)  206.32   (m)                       GP(       ) 4 1
 PN1346  NGVD 29 (06/11/91)  242.3    (m)          795.     (f) GPS OBS        
 PN1346
 PN1346.Superseded values are not recommended for survey control.
 PN1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1346.See file dsdata.txt to determine how the superseded data were derived.
 PN1346
 PN1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9556896497(NAD 83)
 PN1346_MARKER: DH = HORIZONTAL CONTROL DISK
 PN1346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1346_SP_SET: CONCRETE POST
 PN1346_STAMPING: KAUKAUNA GPS 1989
 PN1346_MARK LOGO: NGS   
 PN1346_PROJECTION: FLUSH
 PN1346_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN1346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN1346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN1346+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2005
 PN1346
 PN1346  HISTORY     - Date     Condition        Report By
 PN1346  HISTORY     - 1989     MONUMENTED       WIDT
 PN1346  HISTORY     - 19900814 GOOD             NGS
 PN1346  HISTORY     - 19930524 GOOD             NOS
 PN1346  HISTORY     - 19971006 GOOD             WIHD
 PN1346  HISTORY     - 20000921 GOOD             WIDT
 PN1346  HISTORY     - 2001     GOOD             WIDT
 PN1346  HISTORY     - 2001     GOOD             WIDT
 PN1346  HISTORY     - 20030630 GOOD             USPSQD
 PN1346  HISTORY     - 20030709 GOOD             WIDT
 PN1346  HISTORY     - 20031210 GOOD             WIDT
 PN1346  HISTORY     - 20050421 GOOD             JCLS
 PN1346  HISTORY     - 20050817 GOOD             WIDT
 PN1346
 PN1346                          STATION DESCRIPTION
 PN1346
 PN1346'DESCRIBED BY WI DEPT OF TRANSP 1989
 PN1346'THE STATION IS LOCATED ABOUT 2.3 KM (1.45 MI) EAST OF U.S. HIGHWAY
 PN1346'114, 8.9 KM (5.55 MI) EAST SOUTHEAST OF APPLETON, 2.8 KM (1.75 MI)
 PN1346'NORTHEAST OF THE NORTH SHORE OF LAKE WINNEBAGO.  OWNERSHIP--STATE
 PN1346'HIGHWAY R.O.W.
 PN1346'TO REACH FROM THE JUNCTION OF U.S HIGHWAY 10 AND STATE HIGHWAY 114
 PN1346'ABOUT 8.1 KM (5.05 MI) EAST OF MENASHA, GO EAST FOR 2.3 KM (1.45 MI)
 PN1346'ON U.S. HIGHWAY 10 TO THE STATION ON THE LEFT.
 PN1346'THE STATION IS A STANDARD NGS HORIZONTAL CONTROL DISK
 PN1346'STAMPED--KAUKAUNA GPS 1989--, SET INTO THE TOP OF A 40 CM DIAMETER
 PN1346'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  LOCATED 16.61 M
 PN1346'(54.5 FT) NORTH FROM THE CENTER-LINE OF U.S. HIGHWAY 10, 0.91 M
 PN1346'(3.0 FT) SOUTH FROM A CARSONITE WITNESS POST, 237.75 M (780.0 FT) EAST
 PN1346'FROM THE DRIVE WAY OF A YELLOW FRAME HOUSE ON THE SOUTH SIDE OF U.S.
 PN1346'HIGHWAY 10, 321 M (1053.1 FT) WEST FROM STATE PARK ROAD.
 PN1346
 PN1346                          STATION RECOVERY (1990)
 PN1346
 PN1346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 PN1346'THE STATION IS LOCATED ABOUT 8.9 KM (5.5 MI) EAST-SOUTHEAST OF
 PN1346'APPLETON, 2.8 KM (1.7 MI) NORTHEAST OF THE NORTH SHORE OF LAKE
 PN1346'WINNEBAGO AND 2.3 KM (1.4 MI) EAST OF STATE HIGHWAY 114.
 PN1346'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION. P.O.BOX 7916,
 PN1346'MADISON, WI 53707, PHONE 608-267-2462.
 PN1346'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 10 AND STATE
 PN1346'HIGHWAY 114, ABOUT 8.1 KM (5.0 MI) EAST OF MENSHA, GO EAST ON U.S.
 PN1346'HIGHWAY 10 FOR 2.3 KM (1.4 MI) TO THE STATION ON THE LEFT.  IT IS 0.3
 PN1346'KM (0.2 MI) WEST OF THE JUNCTION OF STATE PARK ROAD.
 PN1346'THE STATION IS LOCATED 321.0 M (1053.1 FT) WEST FROM THE CENTERLINE OF
 PN1346'STATE PARK ROAD, 237.8 M (780.2 FT) EAST FROM THE CENTER OF A
 PN1346'GRAVELED DRIVEWAY, 16.6 M (54.5 FT) NORTH FROM THE CENTERLINE OF U.S.
 PN1346'HIGHWAY 10 AND 0.9 M (3.0 FT) SOUTH FROM A CARSONITE WITNESS POST.
 PN1346
 PN1346                          STATION RECOVERY (1993)
 PN1346
 PN1346'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (RAH)
 PN1346'RECOVERED AS DESCRIBED.
 PN1346
 PN1346                          STATION RECOVERY (1997)
 PN1346
 PN1346'RECOVERY NOTE BY WI HIGHWAY DEPT 1997 (CSM)
 PN1346'THE STATION IS LOCATED ABOUT 9.66 KM (6.00 MI) EAST-SOUTHEAST OF
 PN1346'APPLETON, 8.05 KM (5.00 MI) SOUTH-SOUTHWEST OF KAUKAUNA, AND 3.22 KM
 PN1346'(2.00 MI) NORTHEAST OF THE NORTH END OF LAKE WINNEBAGO ON THE NORTH
 PN1346'RIGHT-OF-WAY OF US HIGHWAY 10.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 PN1346'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 10
 PN1346'WITH STATE HIGHWAY 114 ABOUT 8.02 KM (5.00 MI) EAST OF THE CITY OF
 PN1346'MENASHA, GO EAST 2.06 KM (1.30 MI) ON HIGHWAY 10 TO A GRAVEL DRIVEWAY,
 PN1346'CONTINUE EAST 0.24 KM (0.15 MI) ON HIGHWAY 10 TO THE STATION ON THE
 PN1346'LEFT.  ALTERNATELY, FROM THE JUNCTION OF HIGHWAY 10 WITH STATE HIGHWAY
 PN1346'55 ABOUT 8.05 KM (5.00 MI) SOUTH OF THE CITY OF KAUKAUNA, GO WEST 1.61
 PN1346'KM (1.00 MI) ON HIGHWAY 10 TO THE INTERSECTION WITH STATE PARK ROAD,
 PN1346'CONTINUE WEST 0.32 KM (0.20 MI) ON HIGHWAY 10 TO THE STATION ON THE
 PN1346'RIGHT.  THE STATION IS A BRONZE NGS HORIZONTAL CONTROL MARK DISK SET
 PN1346'IN A 40-CM (16-INCH) DIAMETER, 6-FOOT-DEEP CONCRETE POST FLUSH WITH
 PN1346'THE GROUND.  THE STATION IS 16.6 M (54.5 FT) NORTH OF THE CENTERLINE
 PN1346'OF HIGHWAY 10, 9.5 M (31.2 FT) EAST OF THE EXTENDED CENTERLINE OF A
 PN1346'FIELD ENTRANCE TO THE SOUTH, 0.9 M (3.0 FT) SOUTH OF AN ORANGE
 PN1346'FIBERGLASS WITNESS POST, AND 0.9 M (3.0 FT) SOUTH OF A WHITE PLASTIC
 PN1346'WITNESS POST.
 PN1346
 PN1346                          STATION RECOVERY (2000)
 PN1346
 PN1346'RECOVERY NOTE BY WI DEPT OF TRANSP 2000 (DJH)
 PN1346'RECOVERED AS DESCRIBED.
 PN1346
 PN1346                          STATION RECOVERY (2001)
 PN1346
 PN1346'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PN1346'RECOVERED AS DESCRIBED.  ---NOTE---THE STATION IS NOW 1.0 M WEST, 1.0
 PN1346'M EAST, AND 1.0 M
 PN1346'NORTH OF THREE 4X4 ORANGE PLASTIC WITNESS POSTS.
 PN1346' 
 PN1346' 
 PN1346' 
 PN1346' 
 PN1346' 
 PN1346' 
 PN1346'
 PN1346
 PN1346                          STATION RECOVERY (2001)
 PN1346
 PN1346'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PN1346'RECOVERED AS DESCRIBED.
 PN1346
 PN1346                          STATION RECOVERY (2003)
 PN1346
 PN1346'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN1346'RECOVERED IN GOOD CONDITION.
 PN1346
 PN1346                          STATION RECOVERY (2003)
 PN1346
 PN1346'RECOVERY NOTE BY WI DEPT OF TRANSP 2003
 PN1346'RECOVERED AS DESCRIBED.
 PN1346'
 PN1346
 PN1346                          STATION RECOVERY (2003)
 PN1346
 PN1346'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (TSS)
 PN1346'RECOVERED AS DESCRIBED.
 PN1346' 
 PN1346'
 PN1346
 PN1346                          STATION RECOVERY (2005)
 PN1346
 PN1346'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 PN1346'RECOVERED IN GOOD CONDITION.
 PN1346
 PN1346                          STATION RECOVERY (2005)
 PN1346
 PN1346'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PN1346'RECOVERED IN GOOD CONDITION.  NOTE-- THERE IS NO ORANGE FIBERGLASS
 PN1346'WITNESS POST AND NO WHITE PLASTIC WITNESS POST PRESENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0937 ***********************************************************************
 PN0937  DESIGNATION -  KAUKAUNA MUNICIPAL TANK
 PN0937  PID         -  PN0937
 PN0937  STATE/COUNTY-  WI/OUTAGAMIE
 PN0937  USGS QUAD   -  KAUKAUNA (1992)
 PN0937
 PN0937                         *CURRENT SURVEY CONTROL
 PN0937  ___________________________________________________________________
 PN0937* NAD 83(1991)-  44 16 54.34503(N)    088 15 57.76566(W)     ADJUSTED  
 PN0937* NAVD 88     -                                                        
 PN0937  ___________________________________________________________________
 PN0937  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 PN0937  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PN0937
 PN0937  HORZ ORDER  -  THIRD
 PN0937
 PN0937.The horizontal coordinates were established by classical geodetic methods
 PN0937.and adjusted by the National Geodetic Survey in November 1991..
 PN0937
 PN0937
 PN0937.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0937
 PN0937.The geoid height was determined by GEOID03.
 PN0937
 PN0937;                    North         East     Units Scale Factor Converg.
 PN0937;SPC WI C     -    51,306.403   738,402.671   MT  0.99999415   +1 13 24.4
 PN0937;SPC WI C     -   168,327.76  2,422,576.10   sFT  0.99999415   +1 13 24.4
 PN0937;SPC WI S     -   254,934.763   738,411.056   MT  1.00005080   +1 11 29.1
 PN0937;SPC WI S     -   836,398.47  2,422,603.61   sFT  1.00005080   +1 11 29.1
 PN0937;UTM  16      - 4,903,947.691   398,977.263   MT  0.99972551   -0 53 02.4
 PN0937
 PN0937                          SUPERSEDED SURVEY CONTROL
 PN0937
 PN0937  NAD 83(1986)-  44 16 54.33971(N)    088 15 57.76001(W) AD(       ) 4
 PN0937  NAD 27      -  44 16 54.38000(N)    088 15 57.37000(W) AD(       ) 3
 PN0937
 PN0937.Superseded values are not recommended for survey control.
 PN0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0937.See file dsdata.txt to determine how the superseded data were derived.
 PN0937
 PN0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9897703948(NAD 83)
 PN0937_MARKER: 51 = TANK
 PN0937
 PN0937  HISTORY     - Date     Condition        Report By
 PN0937  HISTORY     - 1954     FIRST OBSERVED   CGS
 PN0937  HISTORY     - 1979     GOOD             NGS
 PN0937  HISTORY     - 19980808 GOOD             USPSQD
 PN0937  HISTORY     - 20010331 GOOD             NGS
 PN0937  HISTORY     - 20030625 MARK NOT FOUND   USPSQD
 PN0937  HISTORY     - 20040725 MARK NOT FOUND   USPSQD
 PN0937
 PN0937                          STATION DESCRIPTION
 PN0937
 PN0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 PN0937'THE STATION IS LOCATED JUST NORTH OF THE INTERSECTION OF CANAL
 PN0937'STREET AND WISCONSIN AVENUE IN KAUKAUNA.  IT IS ABOUT 130 FEET
 PN0937'HIGH, OF STEEL CONSTRUCTION, 6 LEGGED AND PAINTED SILVER WITH
 PN0937'THE RAISED LETTERS KAUKAUNA ON TWO SIDES.  THE POINT INTERSECTED
 PN0937'WAS THE BALL ON TOP OF THE ROOF.
 PN0937
 PN0937                          STATION RECOVERY (1979)
 PN0937
 PN0937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHD)
 PN0937'TANK RECOVERED IN GOOD CONDITION AS DESCRIBED.
 PN0937
 PN0937                          STATION RECOVERY (1998)
 PN0937
 PN0937'RECOVERY NOTE BY US POWER SQUADRON 1998
 PN0937'RECOVERED IN GOOD CONDITION.
 PN0937
 PN0937                          STATION RECOVERY (2001)
 PN0937
 PN0937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PN0937'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PN0937
 PN0937                          STATION RECOVERY (2003)
 PN0937
 PN0937'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0937'NOT FOUND.  THE WATER TANK WAS TAKEN DOWN IN 2000 AFTER BEING DAMAGED
 PN0937'BY WIND.  THE FOUNDATION FOR THE TANK'S LEGS ARE PRESENT.
 PN0937
 PN0937                          STATION RECOVERY (2004)
 PN0937
 PN0937'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN0937'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF6097 ***********************************************************************
 DF6097  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6097  DESIGNATION -  KAUKAUNA W GPS
 DF6097  PID         -  DF6097
 DF6097  STATE/COUNTY-  WI/OUTAGAMIE
 DF6097  USGS QUAD   -  WRIGHTSTOWN (1992)
 DF6097
 DF6097                         *CURRENT SURVEY CONTROL
 DF6097  ___________________________________________________________________
 DF6097* NAD 83(1997)-  44 21 25.56600(N)    088 14 44.02796(W)     ADJUSTED  
 DF6097* NAVD 88     -       216.24   (meters)     709.4    (feet)  GPS OBS   
 DF6097  ___________________________________________________________________
 DF6097  X           -     139,852.031 (meters)                     COMP
 DF6097  Y           -  -4,565,811.180 (meters)                     COMP
 DF6097  Z           -   4,436,674.518 (meters)                     COMP
 DF6097  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 DF6097  ELLIP HEIGHT-         180.03  (meters)          (06/11/03) GPS OBS
 DF6097  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 DF6097
 DF6097  HORZ ORDER  -  FIRST
 DF6097  ELLP ORDER  -  THIRD     CLASS I
 DF6097
 DF6097.The horizontal coordinates were established by GPS observations
 DF6097.and adjusted by the National Geodetic Survey in June 2003..
 DF6097
 DF6097.The orthometric height was determined by GPS observations and a
 DF6097.high-resolution geoid model using precise GPS observation and
 DF6097.processing techniques.
 DF6097
 DF6097.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6097
 DF6097.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6097
 DF6097.The ellipsoidal height was determined by GPS observations
 DF6097.and is referenced to NAD 83.
 DF6097
 DF6097.The geoid height was determined by GEOID03.
 DF6097
 DF6097;                    North         East     Units Scale Factor Converg.
 DF6097;SPC WI C     -    59,711.035   739,856.475   MT  0.99998147   +1 14 16.4
 DF6097;SPC WI C     -   195,901.95  2,427,345.79   sFT  0.99998147   +1 14 16.4
 DF6097;UTM  16      - 4,912,290.951   400,738.783   MT  0.99972117   -0 52 15.2
 DF6097
 DF6097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6097!SPC WI C     -   0.99997177  x   0.99998147  =   0.99995324
 DF6097!UTM  16      -   0.99997177  x   0.99972117  =   0.99969295
 DF6097
 DF6097                          SUPERSEDED SURVEY CONTROL
 DF6097
 DF6097.No superseded survey control is available for this station.
 DF6097
 DF6097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0073912291(NAD 83)
 DF6097_MARKER: DD = SURVEY DISK
 DF6097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6097_STAMPING: KAUKAUNA W GPS 1993
 DF6097_MARK LOGO: WIDT  
 DF6097_PROJECTION: FLUSH
 DF6097_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6097+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2005
 DF6097
 DF6097  HISTORY     - Date     Condition        Report By
 DF6097  HISTORY     - 1993     MONUMENTED       WI-087
 DF6097  HISTORY     - 2002     GOOD             WIDT
 DF6097  HISTORY     - 20030625 GOOD             USPSQD
 DF6097  HISTORY     - 20040725 GOOD             USPSQD
 DF6097  HISTORY     - 20050720 GOOD             WIDT
 DF6097
 DF6097                          STATION DESCRIPTION
 DF6097
 DF6097'DESCRIBED BY WI DEPT OF TRANSP 2002 (DJH)
 DF6097'THE STATION IS LOCATED ABOUT 25 KM SOUTH-SOUTHWEST OF GREEN BAY AND 7
 DF6097'KM NORTHWEST
 DF6097'OF WRIGHTSTOWN.  OWNERSHIP--OUTAGAMIE COUNTY.  TO REACH THE STATION
 DF6097'FROM THE
 DF6097'JUNCTION OF US HIGHWAY 41 WITH STATE HIGHWAY 55 IN THE CITY OF
 DF6097'KAUKAUNA, GO NORTH ON
 DF6097'STATE HIGHWAY 55 FOR 7.1 KM TO COUNTY HIGHWAY UU, TURN RIGHT AND GO
 DF6097'EAST ON COUNTY
 DF6097'HIGHWAY UU FOR 3.2 KM TO COUNTY HIGHWAY J, CONTINUE EAST ON COUNTY
 DF6097'HIGHWAY UU FOR 0.5
 DF6097'KM TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DF6097'DEPARTMENT OF
 DF6097'TRANSPORTATION CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DF6097'CONCRETE POST
 DF6097'SET TO A DEPTH OF 1.8 M AND ABOUT 1.5 M BELOW THE HIGHWAY PAVEMENT.
 DF6097'THE STATION IS 10.8 M
 DF6097'SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY UU, 0.3 KM WEST OF FARRELL
 DF6097'ROAD, 76 M WEST OF
 DF6097'THE CENTERLINE OF A FIELD ENTRANCE, 2 M NORTHEAST OF A CULTIVATED
 DF6097'FIELD, 1.0 M EAST, 1.0 M
 DF6097'WEST, AND 1.0 M SOUTH OF THREE 4X4 ORANGE PLASTIC WITNESS POSTS.
 DF6097'---NOTE---THIS STATION
 DF6097'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DF6097'HORIZON.
 DF6097' 
 DF6097' 
 DF6097' 
 DF6097' 
 DF6097' 
 DF6097' 
 DF6097'
 DF6097
 DF6097                          STATION RECOVERY (2003)
 DF6097
 DF6097'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6097'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS LOCATED IN THE
 DF6097'CENTER OF A TRIANGLE FORMED BY THREE ORANGE PLASTIC GUARD POSTS.
 DF6097
 DF6097                          STATION RECOVERY (2004)
 DF6097
 DF6097'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 DF6097'RECOVERED IN GOOD CONDITION.
 DF6097
 DF6097                          STATION RECOVERY (2005)
 DF6097
 DF6097'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DF6097'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0761 ***********************************************************************
 OM0761  DESIGNATION -  KEEFE
 OM0761  PID         -  OM0761
 OM0761  STATE/COUNTY-  WI/MILWAUKEE
 OM0761  USGS QUAD   -  WAUWATOSA (1994)
 OM0761
 OM0761                         *CURRENT SURVEY CONTROL
 OM0761  ___________________________________________________________________
 OM0761* NAD 83(1991)-  43 04 57.53210(N)    088 01 01.18167(W)     ADJUSTED  
 OM0761* NAVD 88     -       239.     (meters)     784.     (feet)  SCALED    
 OM0761  ___________________________________________________________________
 OM0761  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 OM0761  GEOID HEIGHT-         -34.96  (meters)                     GEOID03
 OM0761
 OM0761  HORZ ORDER  -  SECOND
 OM0761
 OM0761.The horizontal coordinates were established by classical geodetic methods
 OM0761.and adjusted by the National Geodetic Survey in November 1991..
 OM0761
 OM0761.The orthometric height was scaled from a topographic map.
 OM0761
 OM0761.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0761
 OM0761.The geoid height was determined by GEOID03.
 OM0761
 OM0761;                    North         East     Units Scale Factor Converg.
 OM0761;SPC WI S     -   122,191.569   761,455.636   MT  0.99994792   +1 21 45.1
 OM0761;SPC WI S     -   400,890.17  2,498,209.03   sFT  0.99994792   +1 21 45.1
 OM0761;UTM  16      - 4,770,494.622   417,217.312   MT  0.99968430   -0 41 40.9
 OM0761
 OM0761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0761!SPC WI S     -   0.99996802  x   0.99994792  =   0.99991594
 OM0761!UTM  16      -   0.99996802  x   0.99968430  =   0.99965233
 OM0761
 OM0761:                Primary Azimuth Mark                     Grid Az
 OM0761:SPC WI S     -  MILWAUKEE US ARMY DISC BKS STK           034 34 53.1
 OM0761:UTM  16      -  MILWAUKEE US ARMY DISC BKS STK           036 38 19.1
 OM0761
 OM0761|---------------------------------------------------------------------|
 OM0761| PID    Reference Object                     Distance      Geod. Az  |
 OM0761|                                                           dddmmss.s |
 OM0761| OL0434 MILWAUKEE US ARMY DISC BKS STK      APPROX. 6.4 KM 0355638.2 |
 OM0761| CI9856 KEEFE RM 1                            9.525 METERS 08311     |
 OM0761| OL0421 MILWAUKEE TV WTMJ TALLER MAST       APPROX. 9.4 KM 0840644.5 |
 OM0761| OM0762 WAUWATOSA MUNICIPAL TANK 4          APPROX. 2.1 KM 1541804.3 |
 OM0761| OM0765 WAUKESHA RAD WTMJ MIDDLE MAST       APPROX.10.8 KM 2400918.9 |
 OM0761| CI9855 KEEFE AZ MK                                        2623546.3 |
 OM0761| OM0751 KEEFE 1955 AZ MK RESET              260.177 METERS 26235     |
 OM0761| OM0760 KEEFE 2                              12.951 METERS 31923     |
 OM0761| CI9857 KEEFE RM 2                           28.212 METERS 35043     |
 OM0761|---------------------------------------------------------------------|
 OM0761
 OM0761                          SUPERSEDED SURVEY CONTROL
 OM0761
 OM0761  NAD 83(1986)-  43 04 57.52157(N)    088 01 01.19253(W) AD(       ) 2
 OM0761  NAD 27      -  43 04 57.47900(N)    088 01 00.87500(W) AD(       ) 2
 OM0761
 OM0761.Superseded values are not recommended for survey control.
 OM0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0761.See file dsdata.txt to determine how the superseded data were derived.
 OM0761
 OM0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1721770495(NAD 83)
 OM0761_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0761
 OM0761  HISTORY     - Date     Condition        Report By
 OM0761  HISTORY     - 1953     MONUMENTED       CGS
 OM0761  HISTORY     - 1955     SEE DESCRIPTION  CGS
 OM0761  HISTORY     - 1957     SEE DESCRIPTION  CGS
 OM0761  HISTORY     - 20020925 MARK NOT FOUND   USPSQD
 OM0761
 OM0761                          STATION DESCRIPTION
 OM0761
 OM0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0761'STATION IS LOCATED IN THE NORTHWEST SECTION OF MILWAUKEE,
 OM0761'152 FEET NORTHEAST OF THE INTERSECTION OF W. KEEFE AVENUE
 OM0761'AND N. 84TH STREET AND ON PROPERTY OWNED BY THE WISCONSIN
 OM0761'BAPTIST STATE CONVENTION.  IT IS 66 FEET SOUTHEAST OF THE
 OM0761'SOUTHEAST CORNER OF A BRICK BUILDING AND 50 FEET NORTH OF THE
 OM0761'CENTER OF W. KEEFE AVENUE.  THE MARK IS FLUSH AND THE DISK
 OM0761'IS STAMPED KEEFE 1953.
 OM0761'
 OM0761'REFERENCE MARK NO. 1 IS 91 FEET SOUTHEAST OF THE SOUTHEAST
 OM0761'CORNER OF THE BUILDING AND 51 FEET NORTH OF THE CENTER OF W.
 OM0761'KEEFE AVENUE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 OM0761'KEEFE NO 1 1953.
 OM0761'
 OM0761'REFERENCE MARK NO. 2 IS 27 FEET NORTHEAST OF THE NORTHEAST
 OM0761'CORNER OF THE BUILDING AND 1 FOOT SOUTH OF THE SOUTHEAST
 OM0761'CORNER OF A BRICK GARAGE.  THE MARK IS FLUSH AND THE DISK
 OM0761'IS STAMPED KEEFE NO 2 1953.
 OM0761'
 OM0761'AZIMUTH MARK IS LOCATED AT THE INTERSECTION OF W. KEEFE AVENUE
 OM0761'AND N. 86TH STREET.  IT IS 46 FEET SOUTH OF THE CENTER OF
 OM0761'W. KEEFE AVENUE, 18 FEET WEST OF THE CENTER OF N. 86TH STREET,
 OM0761'3 FEET SOUTH OF A WHITE WITNESS POST AND 2 FEET SOUTH OF A
 OM0761'POWER LINE POLE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 OM0761'KEEFE 1953.
 OM0761'
 OM0761'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 OM0761
 OM0761                          STATION RECOVERY (1955)
 OM0761
 OM0761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 OM0761'THE STATION AND BOTH REFERENCE MARKS WERE FOUND IN GOOD
 OM0761'CONDITION AND AS PREVIOUSLY DESCRIBED WITH THE EXCEPTION OF
 OM0761'THE DIRECTION TO REFERENCE MARK 1.
 OM0761'
 OM0761'THE AZIMUTH MARK WAS FOUND PROJECTING ABOUT 18 INCHES.  THE
 OM0761'MARK WAS RESET IN THE VICINITY OF THE ORIGINAL LOCATION.
 OM0761'
 OM0761'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 OM0761'MONUMENT THAT IS FLUSH WITH THE GROUND LEVEL.  IT IS SET
 OM0761'IN A GRASS PLOT 84 FEET NORTH OF THE CENTERLINE OF W. LISBON
 OM0761'AVE., 23.5 FEET EAST OF THE CENTERLINE OF N. 86 TH. ST., 40
 OM0761'FEET SOUTH OF THE CENTERLINE OF KEEFE ST. AND 2.5 FEET SOUTH
 OM0761'OF A POWER LINE ANCHOR POLE.  THE DISK IS STAMPED KEEFE 1953
 OM0761'RESET 1955.
 OM0761
 OM0761                          STATION RECOVERY (1957)
 OM0761
 OM0761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 OM0761'THE STATION AND REFERENCE MARKS AND AZIMUTH MARK RESET IN 1955
 OM0761'WERE FOUND IN GOOD CONDITION.  THE DISTANCE TO THE REFERENCE
 OM0761'MARKS CHECKED BUT THE DIRECTION BETWEEN THE MARKS DID NOT
 OM0761'CHECK BY 3 MINUTES.
 OM0761'
 OM0761'A NEW STATION KEEFE 2 1957 WAS ESTABLISHED, AFTER WHICH
 OM0761'THE SURFACE MONUMENT OF KEEFE 1953 WAS DESTROYED, BECAUSE
 OM0761'OF PROPOSED GRADING OPERATION ON THE LAWN OF THE SUMMIT
 OM0761'BAPTIST CHURCH, REVEREND R.L. BLATT, PASTOR.  SEE THE DESCRIPTION
 OM0761'OF KEEFE 2 1957.
 OM0761
 OM0761                          STATION RECOVERY (2002)
 OM0761
 OM0761'RECOVERY NOTE BY US POWER SQUADRON 2002 (JG)
 OM0761'REFERENCE MARKS 1 AND 2 IN ADDITION TO STATION MARK NOT FOUND.  THESE
 OM0761'APPEAR TO BE SAME MARKS IDENTIFIED IN OM0760.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0760 ***********************************************************************
 OM0760  DESIGNATION -  KEEFE 2
 OM0760  PID         -  OM0760
 OM0760  STATE/COUNTY-  WI/MILWAUKEE
 OM0760  USGS QUAD   -  WAUWATOSA (1994)
 OM0760
 OM0760                         *CURRENT SURVEY CONTROL
 OM0760  ___________________________________________________________________
 OM0760* NAD 83(1991)-  43 04 57.85069(N)    088 01 01.55434(W)     ADJUSTED  
 OM0760* NAVD 88     -       239.     (meters)     784.     (feet)  SCALED    
 OM0760  ___________________________________________________________________
 OM0760  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 OM0760  GEOID HEIGHT-         -34.96  (meters)                     GEOID03
 OM0760
 OM0760  HORZ ORDER  -  THIRD
 OM0760
 OM0760.The horizontal coordinates were established by classical geodetic methods
 OM0760.and adjusted by the National Geodetic Survey in November 1991..
 OM0760
 OM0760.The orthometric height was scaled from a topographic map.
 OM0760
 OM0760.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0760
 OM0760.The geoid height was determined by GEOID03.
 OM0760
 OM0760;                    North         East     Units Scale Factor Converg.
 OM0760;SPC WI S     -   122,201.197   761,446.975   MT  0.99994792   +1 21 44.8
 OM0760;SPC WI S     -   400,921.76  2,498,180.62   sFT  0.99994792   +1 21 44.8
 OM0760;UTM  16      - 4,770,504.552   417,209.004   MT  0.99968432   -0 41 41.2
 OM0760
 OM0760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0760!SPC WI S     -   0.99996802  x   0.99994792  =   0.99991594
 OM0760!UTM  16      -   0.99996802  x   0.99968432  =   0.99965235
 OM0760
 OM0760|---------------------------------------------------------------------|
 OM0760| PID    Reference Object                     Distance      Geod. Az  |
 OM0760|                                                           dddmmss.s |
 OM0760| CI9857 KEEFE RM 2                           18.435 METERS 01214     |
 OM0760| CI9856 KEEFE RM 1                           19.895 METERS 11555     |
 OM0760| OM0761 KEEFE                                12.951 METERS 13923     |
 OM0760| CI9858 KEEFE 3 RM 3                                       15254     |
 OM0760| OM0758 KEEFE 3                              14.023 METERS 18524     |
 OM0760| CI9859 KEEFE 3 RM 4                                       20536     |
 OM0760| OM0751 KEEFE 1955 AZ MK RESET              253.318 METERS 26008     |
 OM0760|---------------------------------------------------------------------|
 OM0760
 OM0760                          SUPERSEDED SURVEY CONTROL
 OM0760
 OM0760  NAD 83(1986)-  43 04 57.84002(N)    088 01 01.56501(W) AD(       ) 3
 OM0760  NAD 27      -  43 04 57.79760(N)    088 01 01.24770(W) AD(       ) 3
 OM0760
 OM0760.Superseded values are not recommended for survey control.
 OM0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0760.See file dsdata.txt to determine how the superseded data were derived.
 OM0760
 OM0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1720970505(NAD 83)
 OM0760_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0760
 OM0760  HISTORY     - Date     Condition        Report By
 OM0760  HISTORY     - 1957     MONUMENTED       CGS
 OM0760  HISTORY     - 1958     SEE DESCRIPTION  CGS
 OM0760  HISTORY     - 20020925 MARK NOT FOUND   USPSQD
 OM0760
 OM0760                          STATION DESCRIPTION
 OM0760
 OM0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 OM0760'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF MILWAUKEE ON
 OM0760'THE LAWN OF THE SUMMIT BAPTIST CHURCH.  IT IS 141 FEET NORTHEAST
 OM0760'OF THE INTERSECTION OF NORTH 84TH STREET AND WEST KEEFE
 OM0760'AVENUE, 84 FEET NORTH OF THE CENTERLINE OF WEST KEEFE AVENUE,
 OM0760'25 FEET EAST OF THE SOUTHEAST CORNER OF THE CHURCH AND 7 FEET
 OM0760'EAST OF THE EAST EDGE OF A SIDEWALK.  THE MARK IS FLUSH AND
 OM0760'THE DISK IS STAMPED KEEFE 2 1957.
 OM0760'
 OM0760'REFERENCE MARK 1 IS 91 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 OM0760'OF THE CHURCH AND 51 FEET NORTH OF THE CENTERLINE OF WEST
 OM0760'KEEFE AVENUE.  THE MARK IS FLUSH AND THE DISK IS STAMPED KEEFE
 OM0760'NO 1 1953.
 OM0760'
 OM0760'REFERENCE MARK 2 IS 27 FEET NORTHEAST OF THE NORTHEAST CORNER
 OM0760'OF THE CHURCH AND 1 FOOT SOUTH OF THE SOUTHEAST CORNER OF
 OM0760'A BRICK GARAGE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 OM0760'KEEFE NO 2 1953.
 OM0760'
 OM0760'THE AZIMUTH MARK IS IN THE SOUTHWEST ANGLE OF THE INTERSECTION
 OM0760'OF WEST KEEFE AVENUE AND NORTH 86TH STREET.  IT IS 54 FEET
 OM0760'SOUTHWEST OF THE INTERSECTION, 67 FEET WEST OF THE NORTHWEST
 OM0760'CORNER OF A YELLOW COLORED BRICK BUILDING AND 2 FEET EAST
 OM0760'OF THE EAST CURB OF THE STREET.  THE MARK IS FLUSH AND THE DISK
 OM0760'IS STAMPED KEEFE 1953 RESET 1955.
 OM0760'
 OM0760'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OM0760
 OM0760                          STATION RECOVERY (1958)
 OM0760
 OM0760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM0760'KEEFE 2, 1957 REPLACED KEEFE, 1953 AND AT THAT TIME ALL
 OM0760'OF THE MARKS OF KEEFE EXCEPT THE UNDERGROUND MARK WERE DESTROYED.
 OM0760'KEEFE 3, 1958 REPLACED KEEFE 2, 1957 AND AT THAT TIME THE
 OM0760'SURFACE AND TWO REFERENCE MARKS WERE DESTROYED LEAVING KEEFE
 OM0760'3 UNDERGROUND MARK AND THE AZIMUTH MARK.  THE AZIMUTH MARK
 OM0760'WAS USED FOR AN AZIMUTH MARK FOR KEEFE 3, 1958.  KEEFE, 1953
 OM0760'SHOULD BE CONSIDERED DESTROYED.  KEEFE 2, 1957 SHOULD BE
 OM0760'CONSIDERED DESTROYED.
 OM0760
 OM0760                          STATION RECOVERY (2002)
 OM0760
 OM0760'RECOVERY NOTE BY US POWER SQUADRON 2002 (JG)
 OM0760'REFERENCE MARKS 1 AND 2 IN ADDITION TO STATION MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0758 ***********************************************************************
 OM0758  DESIGNATION -  KEEFE 3
 OM0758  PID         -  OM0758
 OM0758  STATE/COUNTY-  WI/MILWAUKEE
 OM0758  USGS QUAD   -  WAUWATOSA (1994)
 OM0758
 OM0758                         *CURRENT SURVEY CONTROL
 OM0758  ___________________________________________________________________
 OM0758* NAD 83(1991)-  43 04 57.39830(N)    088 01 01.61262(W)     ADJUSTED  
 OM0758* NAVD 88     -       239.     (meters)     784.     (feet)  SCALED    
 OM0758  ___________________________________________________________________
 OM0758  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 OM0758  GEOID HEIGHT-         -34.96  (meters)                     GEOID03
 OM0758
 OM0758  HORZ ORDER  -  SECOND
 OM0758
 OM0758.The horizontal coordinates were established by classical geodetic methods
 OM0758.and adjusted by the National Geodetic Survey in November 1991..
 OM0758
 OM0758.The orthometric height was scaled from a topographic map.
 OM0758
 OM0758.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0758
 OM0758.The geoid height was determined by GEOID03.
 OM0758
 OM0758;                    North         East     Units Scale Factor Converg.
 OM0758;SPC WI S     -   122,187.210   761,445.989   MT  0.99994793   +1 21 44.8
 OM0758;SPC WI S     -   400,875.87  2,498,177.38   sFT  0.99994793   +1 21 44.8
 OM0758;UTM  16      - 4,770,490.613   417,207.517   MT  0.99968432   -0 41 41.2
 OM0758
 OM0758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0758!SPC WI S     -   0.99996802  x   0.99994793  =   0.99991595
 OM0758!UTM  16      -   0.99996802  x   0.99968432  =   0.99965235
 OM0758
 OM0758|---------------------------------------------------------------------|
 OM0758| PID    Reference Object                     Distance      Geod. Az  |
 OM0758|                                                           dddmmss.s |
 OM0758| OM0760 KEEFE 2                              14.023 METERS 00524     |
 OM0758| CI9858 KEEFE 3 RM 3                         23.482 METERS 13412     |
 OM0758| CI9859 KEEFE 3 RM 4                         21.562 METERS 21835     |
 OM0758| CJ7903 VICTORY PP 1                         36.119 METERS 25227     |
 OM0758| OM0751 KEEFE 1955 AZ MK RESET              249.994 METERS 26314     |
 OM0758|---------------------------------------------------------------------|
 OM0758
 OM0758                          SUPERSEDED SURVEY CONTROL
 OM0758
 OM0758  NAD 83(1986)-  43 04 57.38746(N)    088 01 01.62333(W) AD(       ) 2
 OM0758  NAD 27      -  43 04 57.34520(N)    088 01 01.30600(W) AD(       ) 2
 OM0758
 OM0758.Superseded values are not recommended for survey control.
 OM0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0758.See file dsdata.txt to determine how the superseded data were derived.
 OM0758
 OM0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1720870491(NAD 83)
 OM0758_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0758
 OM0758  HISTORY     - Date     Condition        Report By
 OM0758  HISTORY     - 1958     MONUMENTED       CGS
 OM0758  HISTORY     - 1966     SEE DESCRIPTION  CGS
 OM0758  HISTORY     - 20020925 MARK NOT FOUND   USPSQD
 OM0758
 OM0758                          STATION DESCRIPTION
 OM0758
 OM0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM0758'THE STATION IS LOCATED IN THE NORTHWEST EDGE OF MILWAUKEE
 OM0758'IN THE NORTHEAST ANGLE OF THE INTERSECTION OF NORTH 84TH
 OM0758'STREET AND WEST KEEFE AVENUE.  IT IS 118.5 FEET NORTHEAST
 OM0758'OF THE INTERSECTION, 61 FEET SOUTH OF THE SOUTH ENTRANCE
 OM0758'TO THE SUMMIT BAPTIST CHURCH, 35 FEET NORTH OF THE CENTERLINE
 OM0758'OF KEEFE AVE., 3 FEET EAST OF THE EAST EDGE OF A SIDEWALK, 2
 OM0758'FEET SOUTH OF THE SOUTH EDGE OF A SIDEWALK AND IN A SMALL GRASSY
 OM0758'ISLAND BETWEEN THE SIDEWALK AND KEEFE AVE.  THE MARK IS ON
 OM0758'CITY PROPERTY.  THE MONUMENT IS FLUSH AND THE DISK IS
 OM0758'STAMPED KEEFE 3 1958.
 OM0758'
 OM0758'REFERENCE MARK 3 IS 52 FEET NORTH OF THE NORTHEAST CORNER
 OM0758'OF A STONE HOUSE, 19 FEET SOUTH OF THE CENTERLINE OF KEEFE
 OM0758'AVE. AND 1 FOOT SOUTH OF CURB.  THE MONUMENT IS FLUSH AND
 OM0758'THE DISK IS STAMPED KEEFE 3 NO 3 1958.
 OM0758'
 OM0758'REFERENCE MARK 4 IS 72 FEET SOUTHEAST OF THE INTERSECTION,
 OM0758'19 FEET SOUTH OF THE CENTERLINE OF KEEFE AVE. AND 1 FOOT SOUTH
 OM0758'OF THE CURB.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 OM0758'KEEFE 3 NO 4 1958.
 OM0758'
 OM0758'THE AZIMUTH MARK IS IN THE SOUTHWEST ANGLE OF THE INTERSECTION
 OM0758'OF WEST KEEFE AVE. AND NORTH 86TH STREET.  IT IS 54 FEET
 OM0758'SOUTHWEST OF THE INTERSECTION, 67 FEET WEST OF THE NORTHWEST
 OM0758'CORNER OF A YELLOW COLORED BRICK BUILDING AND 2 FEET EAST
 OM0758'OF A CURB.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 OM0758'KEEFE 1953 RESET 1955.
 OM0758'
 OM0758'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OM0758
 OM0758                          STATION RECOVERY (1966)
 OM0758
 OM0758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DLW)
 OM0758'RECOVERED AS DESCRIBED IN HORIZONTAL CONTROL DATA, QUAD NO.
 OM0758'430882 STA. NO. 1001.
 OM0758'
 OM0758'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NORTHWEST
 OM0758'EDGE OF MILWAUKEE
 OM0758
 OM0758                          STATION RECOVERY (2002)
 OM0758
 OM0758'RECOVERY NOTE BY US POWER SQUADRON 2002 (JG)
 OM0758'STATION MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1311 ***********************************************************************
 NH1311  DESIGNATION -  KEGONSA
 NH1311  PID         -  NH1311
 NH1311  STATE/COUNTY-  WI/DANE
 NH1311  USGS QUAD   -  STOUGHTON (1982)
 NH1311
 NH1311                         *CURRENT SURVEY CONTROL
 NH1311  ___________________________________________________________________
 NH1311* NAD 83(1991)-  42 58 46.13691(N)    089 10 59.40847(W)     ADJUSTED  
 NH1311* NAVD 88     -       278.     (meters)     912.     (feet)  SCALED    
 NH1311  ___________________________________________________________________
 NH1311  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 NH1311  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 NH1311
 NH1311  HORZ ORDER  -  THIRD
 NH1311
 NH1311.The horizontal coordinates were established by classical geodetic methods
 NH1311.and adjusted by the National Geodetic Survey in November 1991..
 NH1311
 NH1311.The orthometric height was scaled from a topographic map.
 NH1311
 NH1311.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1311
 NH1311.The geoid height was determined by GEOID03.
 NH1311
 NH1311;                    North         East     Units Scale Factor Converg.
 NH1311;SPC WI S     -   109,137.585   666,623.581   MT  0.99995948   +0 33 40.5
 NH1311;SPC WI S     -   358,062.23  2,187,080.87   sFT  0.99995948   +0 33 40.5
 NH1311;UTM  16      - 4,760,848.973   321,991.186   MT  0.99998983   -1 29 19.4
 NH1311
 NH1311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1311!SPC WI S     -   0.99996178  x   0.99995948  =   0.99992126
 NH1311!UTM  16      -   0.99996178  x   0.99998983  =   0.99995161
 NH1311
 NH1311|---------------------------------------------------------------------|
 NH1311| PID    Reference Object                     Distance      Geod. Az  |
 NH1311|                                                           dddmmss.s |
 NH1311| CI9861 KEGONSA RM 1                         10.997 METERS 09140     |
 NH1311| CI9860 KEGONSA AZ MK                                      1053551.9 |
 NH1311| NH1630 KEGONSA RM 2                         24.743 METERS 28617     |
 NH1311|---------------------------------------------------------------------|
 NH1311
 NH1311                          SUPERSEDED SURVEY CONTROL
 NH1311
 NH1311  NAD 83(1986)-  42 58 46.12818(N)    089 10 59.41383(W) AD(       ) 3
 NH1311  NAD 27      -  42 58 46.12320(N)    089 10 58.99840(W) AD(       ) 3
 NH1311
 NH1311.Superseded values are not recommended for survey control.
 NH1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1311.See file dsdata.txt to determine how the superseded data were derived.
 NH1311
 NH1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2199160849(NAD 83)
 NH1311_MARKER: DS = TRIANGULATION STATION DISK
 NH1311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1311
 NH1311  HISTORY     - Date     Condition        Report By
 NH1311  HISTORY     - 1957     MONUMENTED       CGS
 NH1311
 NH1311                          STATION DESCRIPTION
 NH1311
 NH1311'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1311'THE STATION IS ABOUT 5.0 MILES NORTHEAST OF STOUGHTON ON
 NH1311'PROPERTY OWNED BY MR. LYLE HOUGAN.  IT IS IN THE SOUTH EDGE OF
 NH1311'MR. HOUGANS FRONT LAWN, 28 FEET NORTH OF THE CENTERLINE OF
 NH1311'A GRAVELED ROAD, 2 FEET NORTH OF A WIRE FENCE, 49 FEET EAST
 NH1311'OF THE CENTERLINE OF THE FARM DRIVEWAY, 5 FEET NORTHEAST OF
 NH1311'A WHITE WITNESS POST, AND 61 FEET NORTHEAST OF THE INTERSECTION
 NH1311'OF THE GRAVELED ROAD AND THE FARM DRIVEWAY.  THE MONUMENT
 NH1311'IS FLUSH AND THE DISK IS STAMPED KEGONSA 1957.
 NH1311'
 NH1311'TO REACH THE STATION FROM THE RAILROAD DEPOT IN STOUGHTON,
 NH1311'GO EAST ON U.S. HIGHWAY 51 FOR 0.7 MILE TO COUNTY HIGHWAY N.
 NH1311'TURN LEFT AND GO NORTH ON HIGHWAY N FOR 4.25 MILES TO GRAVELED
 NH1311'SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON THE GRAVELED
 NH1311'ROAD FOR 0.9 MILE TO THE STATION ON THE LEFT.
 NH1311'
 NH1311'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST, SOUTH,
 NH1311'AND EAST ON THE GRAVELED ROAD FOR 0.3 MILE TO A BLACK-TOP
 NH1311'ROAD.  GO EAST ON THE BLACK-TOP ROAD FOR 0.3 MILE TO THE MARK
 NH1311'ON THE RIGHT.
 NH1311'
 NH1311'REFERENCE MARK 1 IS 27 FEET NORTH OF THE CENTERLINE OF THE
 NH1311'GRAVELED ROAD, 16 FEET SOUTH OF AN 18 INCH ASH TREE, AND 1
 NH1311'FOOT NORTH OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND THE
 NH1311'DISK IS STAMPED KEGONSA NO 1 1957.
 NH1311'
 NH1311'REFERENCE MARK 2 IS 53 FEET NORTH OF THE GRAVELED ROAD, 31
 NH1311'FEET WEST OF THE CENTERLINE OF THE FARM DRIVEWAY, 1 FOOT
 NH1311'EAST OF A WIRE FENCE, AND 58 FEET NORTHWEST OF THE INTERSECTION
 NH1311'OF THE GRAVELED ROAD AND THE FARM DRIVEWAY.  THE MONUMENT
 NH1311'PROJECTS 2 INCHES AND THE DISK IS STAMPED KEGONSA NO 2 1957.
 NH1311'
 NH1311'THE AZIMUTH MARK IS LOCATED ON THE ROAD RIGHT-OF-WAY.  IT
 NH1311'IS 31 FEET SOUTH OF THE CENTERLINE OF THE BLACK-TOP ROAD,
 NH1311'6 FEET WEST OF A POWERLINE POLE, AND 4 FEET WEST OF A WHITE
 NH1311'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 NH1311'KEGONSA 1957.
 NH1311'
 NH1311'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1630 ***********************************************************************
 NH1630  DESIGNATION -  KEGONSA RM 2
 NH1630  PID         -  NH1630
 NH1630  STATE/COUNTY-  WI/DANE
 NH1630  USGS QUAD   -  STOUGHTON (1982)
 NH1630
 NH1630                         *CURRENT SURVEY CONTROL
 NH1630  ___________________________________________________________________
 NH1630* NAD 83(1991)-  42 58 46.36182(N)    089 11 00.45666(W)     ADJUSTED  
 NH1630* NAVD 88     -       278.3    (meters)     913.     (feet)  VERTCON   
 NH1630  ___________________________________________________________________
 NH1630  X           -      66,603.820 (meters)                     COMP
 NH1630  Y           -  -4,673,206.797 (meters)                     COMP
 NH1630  Z           -   4,326,005.991 (meters)                     COMP
 NH1630  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 NH1630  ELLIP HEIGHT-         244.14  (meters)          (10/21/99) GPS OBS
 NH1630  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 NH1630
 NH1630  HORZ ORDER  -  SECOND
 NH1630  ELLP ORDER  -  FOURTH    CLASS I
 NH1630
 NH1630.The horizontal coordinates were established by GPS observations
 NH1630.and adjusted by the National Geodetic Survey in November 1991..
 NH1630
 NH1630.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1630
 NH1630.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1630
 NH1630.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1630
 NH1630.The ellipsoidal height was determined by GPS observations
 NH1630.and is referenced to NAD 83.
 NH1630
 NH1630.The geoid height was determined by GEOID03.
 NH1630
 NH1630;                    North         East     Units Scale Factor Converg.
 NH1630;SPC WI S     -   109,144.293   666,599.765   MT  0.99995947   +0 33 39.8
 NH1630;SPC WI S     -   358,084.23  2,187,002.73   sFT  0.99995947   +0 33 39.8
 NH1630;UTM  16      - 4,760,856.528   321,967.625   MT  0.99998993   -1 29 20.2
 NH1630
 NH1630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1630!SPC WI S     -   0.99996171  x   0.99995947  =   0.99992119
 NH1630!UTM  16      -   0.99996171  x   0.99998993  =   0.99995164
 NH1630
 NH1630                          SUPERSEDED SURVEY CONTROL
 NH1630
 NH1630  NAD 83(1986)-  42 58 46.35317(N)    089 11 00.46240(W) AD(       ) 2
 NH1630  NAD 27      -  42 58 46.34821(N)    089 11 00.04696(W) AD(       ) 2
 NH1630  NGVD 29 (04/21/89)  278.4    (m)          913.     (f) GPS OBS        
 NH1630
 NH1630.Superseded values are not recommended for survey control.
 NH1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1630.See file dsdata.txt to determine how the superseded data were derived.
 NH1630
 NH1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2196860857(NAD 83)
 NH1630_MARKER: DR = REFERENCE MARK DISK
 NH1630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1630_SP_SET: SQUARE CONCRETE MONUMENT
 NH1630_STAMPING: KEGONSA NO 2 1957
 NH1630_MARK LOGO: CGS   
 NH1630_MAGNETIC: N = NO MAGNETIC MATERIAL
 NH1630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH1630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1630+SATELLITE: SATELLITE OBSERVATIONS - 1988
 NH1630
 NH1630  HISTORY     - Date     Condition        Report By
 NH1630  HISTORY     - 1957     MONUMENTED       CGS
 NH1630  HISTORY     - 1988     GOOD             NGS
 NH1630
 NH1630                          STATION DESCRIPTION
 NH1630
 NH1630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NH1630'THE STATION IS LOCATED ABOUT 7.5 KM (4.65 MI) NORTH OF STOUGHTON, 3.2
 NH1630'KM (2.00 MI) SOUTH OF INTERSTATE HIGHWAY 90, 2.4 KM (1.50 MI) EAST OF
 NH1630'KEGONSA AND ON PRIVATE PROPERTY.  OWNERSHIP--ROBERT HOUGAN, 2278
 NH1630'CENTER AVENUE, STOUGHTON, WI 53589, PHONE 608-873-7631.
 NH1630'TO REACH THE STATION FROM THE DANE COUNTY SHERIFFS OFFICE IN KEGONSA,
 NH1630'GO 0.5 KM (0.30 MI) NORTH ON COUNTY ROAD N TO CENTER AVENUE.  TURN
 NH1630'RIGHT AND GO EAST ON CENTER ROAD FOR 1.4 KM (0.85 MI) TO A DRIVEWAY
 NH1630'LEADING TO THE ROBERT HOUGAN FARM AND STATION ON THE LEFT.
 NH1630'THE STATION IS A STANDARD CGS REFERENCE MARK DISK STAMPED---KEGONSA NO
 NH1630'2 1957---, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH
 NH1630'WITH THE GROUND.  LOCATED 20.0 M (65.6 FT) SOUTHEAST OF THE SOUTHEAST
 NH1630'SIDE OF A SILO, 16.0 M (52.5 FT) NORTH FROM CENTER OF CENTER AVENUE
 NH1630'AND 9.9 M (32.5 FT) WEST FROM CENTER OF DRIVEWAY.
 NH1630'DANE COUNTY PART II, WI, 1988.
 NH1630'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 NH1630'DESCRIBED BY D.L. ADAMS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0671 ***********************************************************************
 RM0671  DESIGNATION -  KEILY RESET
 RM0671  PID         -  RM0671
 RM0671  STATE/COUNTY-  WI/ASHLAND
 RM0671  USGS QUAD   -  BUTTERNUT (1984)
 RM0671
 RM0671                         *CURRENT SURVEY CONTROL
 RM0671  ___________________________________________________________________
 RM0671* NAD 83(1991)-  46 05 26.49929(N)    090 25 28.13229(W)     ADJUSTED  
 RM0671* NAVD 88     -       490.     (meters)    1608.     (feet)  SCALED    
 RM0671  ___________________________________________________________________
 RM0671  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 RM0671  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 RM0671
 RM0671  HORZ ORDER  -  THIRD
 RM0671
 RM0671.The horizontal coordinates were established by classical geodetic methods
 RM0671.and adjusted by the National Geodetic Survey in November 1991..
 RM0671
 RM0671.The orthometric height was scaled from a topographic map.
 RM0671
 RM0671.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0671
 RM0671.The geoid height was determined by GEOID03.
 RM0671
 RM0671;                    North         East     Units Scale Factor Converg.
 RM0671;SPC WI N     -   102,787.898   567,173.972   MT  0.99994625   -0 18 22.3
 RM0671;SPC WI N     -   337,229.96  1,860,803.27   sFT  0.99994625   -0 18 22.3
 RM0671;UTM  15      - 5,107,349.284   699,099.826   MT  1.00008733   +1 51 22.0
 RM0671
 RM0671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0671!SPC WI N     -   0.99992797  x   0.99994625  =   0.99987422
 RM0671!UTM  15      -   0.99992797  x   1.00008733  =   1.00001529
 RM0671
 RM0671:                Primary Azimuth Mark                     Grid Az
 RM0671:SPC WI N     -  KEILY AZ MK                              105 17 49.1
 RM0671:UTM  15      -  KEILY AZ MK                              103 08 04.8
 RM0671
 RM0671|---------------------------------------------------------------------|
 RM0671| PID    Reference Object                     Distance      Geod. Az  |
 RM0671|                                                           dddmmss.s |
 RM0671| CJ3161 KEILY AZ MK                                        1045926.8 |
 RM0671| RM0691 BUTTERNUT MUNICIPAL TANK            APPROX.10.4 KM 2142134.2 |
 RM0671| CJ3162 KEILY RM 1                           39.691 METERS 28253     |
 RM0671| CJ3163 KEILY RM 2                           37.204 METERS 32341     |
 RM0671|---------------------------------------------------------------------|
 RM0671
 RM0671                          SUPERSEDED SURVEY CONTROL
 RM0671
 RM0671  NAD 83(1986)-  46 05 26.49389(N)    090 25 28.12731(W) AD(       ) 3
 RM0671  NAD 27      -  46 05 26.66100(N)    090 25 27.51600(W) AD(       ) 3
 RM0671
 RM0671.Superseded values are not recommended for survey control.
 RM0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0671.See file dsdata.txt to determine how the superseded data were derived.
 RM0671
 RM0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM9910007349(NAD 83)
 RM0671_MARKER: DS = TRIANGULATION STATION DISK
 RM0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0671_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RM0671
 RM0671  HISTORY     - Date     Condition        Report By
 RM0671  HISTORY     - 1966     MONUMENTED       CGS
 RM0671
 RM0671                          STATION DESCRIPTION
 RM0671
 RM0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 RM0671'THE UNDERGROUND STATION MARK, BOTH REFERENCE MARKS AND THE
 RM0671'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION AT
 RM0671'THIS TIME.  THE SURFACE STATION MARK HAD BEEN KNOCKED OUT
 RM0671'DURING THE GRADING FOR A NEW BARN.  THE LINE TO THE AZIMUTH MARK
 RM0671'IS OBSTRUCTED AT THE PRESENT TIME BY SOME TREES.  THE DISTANCE
 RM0671'TO THE REFERENCE MARKS CHECKED.  THE DIRECT-BETWEEN THE
 RM0671'REFERENCE MARKS CHECKED.  THE UNDERGROUND MARK WAS LOWERED
 RM0671'AT THIS TIME AND A SURFACE MARK WAS PUT IN HOLDING THE
 RM0671'ORIGINAL POINT.  THE TO REACH IS ADEQUATE BUT SOME ADDITIONAL
 RM0671'REFERENCE POINTS WERE MEASURED TO AT THIS TIME.
 RM0671'
 RM0671'STATION IS A STANDARD DISK, STAMPED KEILY 1952 1966, SET IN
 RM0671'THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 RM0671'SURFACE OF THE GROUND.  IT IS 103 FEET SOUTHEAST OF THE
 RM0671'SOUTHEAST CORNER OF A GARAGE, 40 FEET NORTHWEST OF THE NORTHEAST
 RM0671'CORNER OF A SMALL SHED AND 10.4 FEET WEST OF A NORTH-SOUTH WIRE
 RM0671'FENCE AND A METAL WITNESS POST AND A SIGN.
 RM0671'
 RM0671'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED KEILY NO 1 1952
 RM0671'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE
 RM0671'SURFACE OF THE GROUND.  IT IS 53.4 FEET SOUTHWEST OF THE SOUTHWEST
 RM0671'CORNER OF THE GARAGE, 22 FEET EAST OF THE CENTERLINE OF A
 RM0671'DRIVEWAY AND 1.9 FEET NORTH NORTHEAST OF A POWER POLE.
 RM0671'
 RM0671'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED KEILY NO 2 1952,
 RM0671'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE
 RM0671'SURFACE OF THE GROUND.  IT IS 1.7 FEET NORTH OF THE NORTHEAST
 RM0671'CORNER OF THE GARAGE.
 RM0671'
 RM0671'THE AZIMUTH MARK WAS FOUND AS DESCRIBED AND A METAL WITNESS
 RM0671'POST AND SIGN WAS SET 1 FOOT SOUTHEAST OF THE MARK AT THIS
 RM0671'TIME.
 RM0671'
 RM0671'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 RM0671'
 RM0671'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NORTHEAST
 RM0671'OF BUTTERNUT 6 MILES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0617 ***********************************************************************
 NG0617  DESIGNATION -  KELLEY
 NG0617  PID         -  NG0617
 NG0617  STATE/COUNTY-  WI/KENOSHA
 NG0617  USGS QUAD   -  WADSWORTH (1993)
 NG0617
 NG0617                         *CURRENT SURVEY CONTROL
 NG0617  ___________________________________________________________________
 NG0617* NAD 83(1991)-  42 29 41.37714(N)    087 57 30.82382(W)     ADJUSTED  
 NG0617* NAVD 88     -       239.47   (+/-2cm)     785.7    (feet)  VERTCON   
 NG0617  ___________________________________________________________________
 NG0617  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 NG0617  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 NG0617
 NG0617  HORZ ORDER  -  THIRD
 NG0617  VERT ORDER  -  THIRD ? (See Below)
 NG0617
 NG0617.The horizontal coordinates were established by classical geodetic methods
 NG0617.and adjusted by the National Geodetic Survey in February 1997..
 NG0617
 NG0617.The NAVD 88 height was computed by applying the VERTCON shift value to
 NG0617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NG0617.The vertical order pertains to the NGVD 29 superseded value.
 NG0617
 NG0617.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0617
 NG0617.The geoid height was determined by GEOID03.
 NG0617
 NG0617;                    North         East     Units Scale Factor Converg.
 NG0617;SPC WI S     -    57,026.153   767,810.741   MT  1.00005662   +1 24 09.6
 NG0617;SPC WI S     -   187,093.30  2,519,059.07   sFT  1.00005662   +1 24 09.6
 NG0617;SPC IL E     -   647,133.735   330,807.608   MT  0.99998667   +0 15 11.4
 NG0617;SPC IL E     - 2,123,137.93  1,085,324.63   sFT  0.99998667   +0 15 11.4
 NG0617;UTM  16      - 4,705,163.799   421,231.834   MT  0.99967633   -0 38 51.2
 NG0617
 NG0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0617!SPC WI S     -   0.99996785  x   1.00005662  =   1.00002447
 NG0617!SPC IL E     -   0.99996785  x   0.99998667  =   0.99995452
 NG0617!UTM  16      -   0.99996785  x   0.99967633  =   0.99964419
 NG0617
 NG0617|---------------------------------------------------------------------|
 NG0617| PID    Reference Object                     Distance      Geod. Az  |
 NG0617|                                                           dddmmss.s |
 NG0617| CI9866 KELLEY RM 1                          11.178 METERS 07409     |
 NG0617| CI9865 KELLEY AZ MK                                       1252114.4 |
 NG0617| CI9867 KELLEY RM 2                           7.980 METERS 26811     |
 NG0617|---------------------------------------------------------------------|
 NG0617
 NG0617                          SUPERSEDED SURVEY CONTROL
 NG0617
 NG0617  NAD 83(1991)-  42 29 41.37598(N)    087 57 30.82463(W) AD(       ) 3
 NG0617  NAD 83(1986)-  42 29 41.37337(N)    087 57 30.83694(W) AD(       ) 3
 NG0617  NAD 27      -  42 29 41.29980(N)    087 57 30.55380(W) AD(       ) 3
 NG0617  NGVD 29 (07/19/86)  239.55   (m)          785.9    (f) LEVELING    3  
 NG0617
 NG0617.Superseded values are not recommended for survey control.
 NG0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0617.See file dsdata.txt to determine how the superseded data were derived.
 NG0617
 NG0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2123205164(NAD 83)
 NG0617_MARKER: DS = TRIANGULATION STATION DISK
 NG0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0617_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NG0617+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2006
 NG0617
 NG0617  HISTORY     - Date     Condition        Report By
 NG0617  HISTORY     - 1954     MONUMENTED       CGS
 NG0617  HISTORY     - 20060722 GOOD             USPSQD
 NG0617
 NG0617                          STATION DESCRIPTION
 NG0617
 NG0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NG0617'STATION IS LOCATED ABOUT 7 MILES EAST OF ANTIOCH AND 5 MILES NORTH OF
 NG0617'WADSWORTH ALONG THE NORTH
 NG0617'SIDE OF STATE LINE ROAD AND ON THE PROPERTY OF MCMARA.  IT IS 62 FEET
 NG0617'SOUTHEAST OF THE SOUTHWEST CORNER
 NG0617'OF A BARN, 28 FEET WEST OF THE CENTER OF A GRAVEL
 NG0617'DRIVEWAY, 27 FEET WEST OF A WHITE WITNESS POST, 23
 NG0617'FEET NORTH OF THE CENTER OF STATE
 NG0617'LINE ROAD AND 13 FEET EAST OF A 24 INCH BOX OLDER TREE.  THE MARK IS
 NG0617'FLUSH AND THE DISK IS STAMPED KELLEY
 NG0617'1954.
 NG0617'
 NG0617'REFERENCE MARK NO. 1 IS 50 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 NG0617'BARN, 24 FEET NORTH OF THE
 NG0617'CENTER OF STATE LINE ROAD, 12 FEET EAST OF THE CENTER OF THE GRAVEL
 NG0617'DRIVEWAY AND 2 FEET SOUTH OF A WHITE
 NG0617'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 NG0617'KELLEY NO 1 1954.
 NG0617'
 NG0617'REFERENCE MARK NO. 2 IS 60 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 NG0617'BARN, 23 FEET NORTH OF THE
 NG0617'CENTER OF STATE LINE ROAD AND 13 FEET WEST OF THE 24 INCH BOX ELDER
 NG0617'TREE.  THE MARK IS FLUSH AND THE
 NG0617'DISK IS STAMPED KELLEY NO 2 1954.
 NG0617'
 NG0617'AZIMUTH MARK IS 53 FEET EAST OF THE CENTER OF THE EAST LANE OF U.S.
 NG0617'HIGHWAY 41, 12 FEET NORTH OF A
 NG0617'TELEPHONE POLE, 1 FOOT NORTH OF A WHITE WITNESS POST AND 1 FOOT
 NG0617'WEST OF A FENCE LINE.  THE MARK IS
 NG0617'FLUSH AND THE DISK IS STAMPED KELLEY 1954.
 NG0617'
 NG0617'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE
 NG0617'HIGHWAY 173 ABOUT 3 MILES
 NG0617'NORTH OF WADSWORTH, GO NORTH ON HIGHWAY 41 FOR 1.8 MILES TO THE
 NG0617'AZIMUTH MARK ON THE RIGHT AS
 NG0617'DESCRIBED.  CONTINUE NORTH ON HIGHWAY 41 FOR 0.25 MILE TO STATE
 NG0617'LINE ROAD, TURN LEFT AND GO WEST ON
 NG0617'STATE LINE ROAD FOR 0.35 MILE TO THE STATION ON
 NG0617'THE RIGHT AS DESCRIBED.
 NG0617'
 NG0617'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 NG0617
 NG0617                          STATION RECOVERY (2006)
 NG0617
 NG0617'RECOVERY NOTE BY US POWER SQUADRON 2006
 NG0617'STATION RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 23 FEET
 NG0617'NORTH OF 128TH STREET (COUNTY HIGHWAY WG), 0.3 MILE WEST OF WEST
 NG0617'FRONTAGE ROAD (120TH AVENUE), 66 FEET EAST OF THE CENTERLINE OF A
 NG0617'GRAVEL DRIVEWAY, 58 FEET WEST OF THE CENTERLINE OF A GATED FIELD
 NG0617'ENTRANCE, 45 FEET WEST-SOUTHWEST OF A WOOD --STOP-- SIGN POST, AND 38
 NG0617'FEET SOUTHWEST OF POWER POLE --98-07189--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0478 ***********************************************************************
 PM0478  DESIGNATION -  KELLNER
 PM0478  PID         -  PM0478
 PM0478  STATE/COUNTY-  WI/MANITOWOC
 PM0478  USGS QUAD   -  WHITELAW (1978)
 PM0478
 PM0478                         *CURRENT SURVEY CONTROL
 PM0478  ___________________________________________________________________
 PM0478* NAD 83(1991)-  44 14 11.51215(N)    087 48 05.97592(W)     ADJUSTED  
 PM0478* NAVD 88     -       285.     (meters)     935.     (feet)  SCALED    
 PM0478  ___________________________________________________________________
 PM0478  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 PM0478  GEOID HEIGHT-         -36.04  (meters)                     GEOID03
 PM0478
 PM0478  HORZ ORDER  -  SECOND
 PM0478
 PM0478.The horizontal coordinates were established by classical geodetic methods
 PM0478.and adjusted by the National Geodetic Survey in November 1991..
 PM0478
 PM0478.The orthometric height was scaled from a topographic map.
 PM0478
 PM0478.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0478
 PM0478.The geoid height was determined by GEOID03.
 PM0478
 PM0478;                    North         East     Units Scale Factor Converg.
 PM0478;SPC WI S     -   250,784.311   775,604.993   MT  1.00003894   +1 30 37.8
 PM0478;SPC WI S     -   822,781.53  2,544,630.71   sFT  1.00003894   +1 30 37.8
 PM0478;SPC WI C     -    47,179.724   775,597.499   MT  1.00000257   +1 33 04.0
 PM0478;SPC WI C     -   154,788.81  2,544,606.13   sFT  1.00000257   +1 33 04.0
 PM0478;UTM  16      - 4,898,456.819   435,983.453   MT  0.99965040   -0 33 33.4
 PM0478
 PM0478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0478!SPC WI S     -   0.99996096  x   1.00003894  =   0.99999990
 PM0478!SPC WI C     -   0.99996096  x   1.00000257  =   0.99996353
 PM0478!UTM  16      -   0.99996096  x   0.99965040  =   0.99961138
 PM0478
 PM0478|---------------------------------------------------------------------|
 PM0478| PID    Reference Object                     Distance      Geod. Az  |
 PM0478|                                                           dddmmss.s |
 PM0478| CJ5159 KELLNER RM 1                         22.153 METERS 09036     |
 PM0478| PM0476 FRANCIS CREEK ST ANNS CATH CH       APPROX. 7.8 KM 1233513.0 |
 PM0478| CJ5160 KELLNER RM 2                         21.528 METERS 19812     |
 PM0478| CJ5158 KELLNER AZ MK                                      3535247.0 |
 PM0478|---------------------------------------------------------------------|
 PM0478
 PM0478                          SUPERSEDED SURVEY CONTROL
 PM0478
 PM0478  NAD 83(1986)-  44 14 11.50168(N)    087 48 05.96642(W) AD(       ) 2
 PM0478  NAD 27      -  44 14 11.52300(N)    087 48 05.64200(W) AD(       ) 2
 PM0478
 PM0478.Superseded values are not recommended for survey control.
 PM0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0478.See file dsdata.txt to determine how the superseded data were derived.
 PM0478
 PM0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3598398457(NAD 83)
 PM0478_MARKER: DS = TRIANGULATION STATION DISK
 PM0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0478
 PM0478  HISTORY     - Date     Condition        Report By
 PM0478  HISTORY     - 1953     MONUMENTED       CGS
 PM0478  HISTORY     - 20030619 MARK NOT FOUND   USPSQD
 PM0478
 PM0478                          STATION DESCRIPTION
 PM0478
 PM0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0478'STATION IS LOCATED ABOUT 3/4 MILE NORTH OF KELLNERSVILLE ON THE
 PM0478'PROPERTY OF MR. JOE WEBER.  IT IS 61 FEET EAST OF THE CENTER LINE
 PM0478'OF COUNTY HIGHWAY A, 23 FEET EAST OF A FENCE CORNER, 6 FEET EAST OF
 PM0478'A WHITE WITNESS POST AND IN A FENCE LINE.  THE MARK IS FLUSH AND THE
 PM0478'DISK IS STAMPED KELLNER 1953.
 PM0478'
 PM0478'REFERENCE MARK NO. 1 IS 78 FEET EAST OF A WHITE WITNESS POST AND IN A
 PM0478'FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED KELLNER
 PM0478'NO 1 1953.
 PM0478'
 PM0478'REFERENCE MARK NO. 2 IS 38 FEET EAST OF THE CENTER LINE OF THE
 PM0478'HIGHWAY AND 19 FEET SOUTH OF A TELEPHONE POLE.  THE MARK IS FLUSH AND
 PM0478'THE DISK IS STAMPED KELLNER NO 2 1953.
 PM0478'
 PM0478'AZIMUTH MARK IS 80 FEET SOUTH OF A POWER LINE POLE, 21 FEET NORTH
 PM0478'OF THE CENTER OF COUNTY HIGHWAY A AND 2 FEET SOUTHEAST OF A WHITE
 PM0478'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED KELLNER
 PM0478'1953.
 PM0478'
 PM0478'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY A AND
 PM0478'COUNTY HIGHWAY H IN KELLNERSVILLE GO NORTH ON HIGHWAY A FOR 0.75
 PM0478'MILE TO THE STATION ON THE RIGHT.
 PM0478'
 PM0478'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE NORTH FOR 0.2
 PM0478'MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 PM0478'
 PM0478'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 PM0478
 PM0478                          STATION RECOVERY (2003)
 PM0478
 PM0478'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0478'THE STATION, RM 1, RM 2, AND AZIMUTH MARK WERE NOT FOUND.  NOTE--
 PM0478'COUNTY HIGHWAY A IN THE 1953 DESCRIPTION IS NOW COUNTY HIGHWAY T AND
 PM0478'COUNTY HIGHWAY H IS NOW COUNTY HIGHWAY K.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5540 ***********************************************************************
 DH5540  DESIGNATION -  KELLNER GPS
 DH5540  PID         -  DH5540
 DH5540  STATE/COUNTY-  WI/PORTAGE
 DH5540  USGS QUAD   -  MEEHAN (1976)
 DH5540
 DH5540                         *CURRENT SURVEY CONTROL
 DH5540  ___________________________________________________________________
 DH5540* NAD 83(1997)-  44 22 50.96270(N)    089 41 13.19545(W)     ADJUSTED  
 DH5540* NAVD 88     -                                                        
 DH5540  ___________________________________________________________________
 DH5540  X           -      24,944.494 (meters)                     COMP
 DH5540  Y           -  -4,566,115.803 (meters)                     COMP
 DH5540  Z           -   4,438,631.930 (meters)                     COMP
 DH5540  LAPLACE CORR-          -5.10  (seconds)                    DEFLEC99
 DH5540  ELLIP HEIGHT-         284.52  (meters)          (08/01/05) GPS OBS
 DH5540  GEOID HEIGHT-         -35.51  (meters)                     GEOID03
 DH5540
 DH5540  HORZ ORDER  -  FIRST
 DH5540  ELLP ORDER  -  SECOND    CLASS I
 DH5540
 DH5540.The horizontal coordinates were established by GPS observations
 DH5540.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5540
 DH5540
 DH5540.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5540
 DH5540.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5540
 DH5540.The ellipsoidal height was determined by GPS observations
 DH5540.and is referenced to NAD 83.
 DH5540
 DH5540.The geoid height was determined by GEOID03.
 DH5540
 DH5540;                    North         East     Units Scale Factor Converg.
 DH5540;SPC WI C     -    60,884.075   624,942.893   MT  0.99997784   +0 13 15.0
 DH5540;SPC WI C     -   199,750.50  2,050,333.47   sFT  0.99997784   +0 13 15.0
 DH5540;UTM  16      - 4,917,683.196   285,953.167   MT  1.00016348   -1 52 48.2
 DH5540
 DH5540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5540!SPC WI C     -   0.99995539  x   0.99997784  =   0.99993323
 DH5540!UTM  16      -   0.99995539  x   1.00016348  =   1.00011886
 DH5540
 DH5540                          SUPERSEDED SURVEY CONTROL
 DH5540
 DH5540.No superseded survey control is available for this station.
 DH5540
 DH5540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ8595317683(NAD 83)
 DH5540_MARKER: DD = SURVEY DISK
 DH5540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5540_STAMPING: KELLNER GPS 2004
 DH5540_MARK LOGO: WIDT  
 DH5540_PROJECTION: FLUSH
 DH5540_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5540+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2006
 DH5540
 DH5540  HISTORY     - Date     Condition        Report By
 DH5540  HISTORY     - 2003     MONUMENTED       WIDT
 DH5540  HISTORY     - 20060501 GOOD             USPSQD
 DH5540
 DH5540                          STATION DESCRIPTION
 DH5540
 DH5540'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5540'OWNERSHIP--PORTAGE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5540'STATE HIGHWAY  54 WITH COUNTY HIGHWAY U ABOUT 3 MI EAST OF THE CITY OF
 DH5540'WISCONSIN RAPIDS, GO EAST ON  STATE HIGHWAY 54 FOR 0.8 MI TO 90TH
 DH5540'STREET ON THE RIGHT, TURN RIGHT AND GO SOUTH ON 90TH  STREET FOR 2.9
 DH5540'MI TO COUNTY HIGHWAY FF ON THE LEFT, TURN LEFT AND GO EAST ON COUNTY
 DH5540'HIGHWAY FF FOR 1.0 MI TO 100TH STREET SOUTH AND THE STATION ON THE
 DH5540'LEFT.  THE STATION IS A  BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH5540'GEODETIC SURVEY CONTROL STATION DISK  SET IN THE TOP OF A 41-CM
 DH5540'DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD PAVEMENT.   THE
 DH5540'STATION IS 5.6 M NORTH OF THE CENTERLINE OF COUNTY HIGHWAY FF, 64 M
 DH5540'WEST OF THE  CENTERLINE OF 100TH STREET SOUTH, AND 1.0 M EAST AND WEST
 DH5540'OF TWO ORANGE 4X4 PLASTIC  WITNESS  POSTS.  ---NOTE---THIS STATION HAS
 DH5540'NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15  DEGREES ABOVE THE
 DH5540'HORIZON.
 DH5540
 DH5540                          STATION RECOVERY (2006)
 DH5540
 DH5540'RECOVERY NOTE BY US POWER SQUADRON 2006
 DH5540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0836 ***********************************************************************
 RM0836  DESIGNATION -  KELLY
 RM0836  PID         -  RM0836
 RM0836  STATE/COUNTY-  WI/BAYFIELD
 RM0836  USGS QUAD   -  UPPER EAU CLAIRE LAK (1971)
 RM0836
 RM0836                         *CURRENT SURVEY CONTROL
 RM0836  ___________________________________________________________________
 RM0836* NAD 83(1991)-  46 21 12.96252(N)    091 28 52.39963(W)     ADJUSTED  
 RM0836* NAVD 88     -       403.     (meters)    1322.     (feet)  SCALED    
 RM0836  ___________________________________________________________________
 RM0836  LAPLACE CORR-          -9.67  (seconds)                    DEFLEC99
 RM0836  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 RM0836
 RM0836  HORZ ORDER  -  THIRD
 RM0836
 RM0836.The horizontal coordinates were established by classical geodetic methods
 RM0836.and adjusted by the National Geodetic Survey in March 1999..
 RM0836
 RM0836.The orthometric height was scaled from a topographic map.
 RM0836
 RM0836.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0836
 RM0836.The geoid height was determined by GEOID03.
 RM0836
 RM0836;                    North         East     Units Scale Factor Converg.
 RM0836;SPC WI N     -   132,985.141   486,004.987   MT  0.99995059   -1 04 06.6
 RM0836;SPC WI N     -   436,302.08  1,594,501.36   sFT  0.99995059   -1 04 06.6
 RM0836;UTM  15      - 5,134,456.976   616,850.473   MT  0.99976784   +1 05 56.9
 RM0836
 RM0836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0836!SPC WI N     -   0.99994124  x   0.99995059  =   0.99989183
 RM0836!UTM  15      -   0.99994124  x   0.99976784  =   0.99970909
 RM0836
 RM0836|---------------------------------------------------------------------|
 RM0836| PID    Reference Object                     Distance      Geod. Az  |
 RM0836|                                                           dddmmss.s |
 RM0836| CJ3165 KELLY RM 2                           24.458 METERS 17524     |
 RM0836| RM0830 SMOKEY                              APPROX.13.6 KM 1841417.5 |
 RM0836| CJ3164 KELLY RM 1                           28.160 METERS 27113     |
 RM0836|---------------------------------------------------------------------|
 RM0836
 RM0836                          SUPERSEDED SURVEY CONTROL
 RM0836
 RM0836  NAD 83(1991)-  46 21 12.96137(N)    091 28 52.39959(W) AD(       ) 3
 RM0836  NAD 83(1986)-  46 21 12.95631(N)    091 28 52.39605(W) AD(       ) 3
 RM0836  NAD 27      -  46 21 13.16400(N)    091 28 51.69100(W) AD(       ) 3
 RM0836
 RM0836.Superseded values are not recommended for survey control.
 RM0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0836.See file dsdata.txt to determine how the superseded data were derived.
 RM0836
 RM0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM1685034457(NAD 83)
 RM0836_MARKER: DS = TRIANGULATION STATION DISK
 RM0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0836
 RM0836  HISTORY     - Date     Condition        Report By
 RM0836  HISTORY     - 1953     MONUMENTED       CGS
 RM0836
 RM0836                          STATION DESCRIPTION
 RM0836
 RM0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 RM0836'STATION IS LOCATED ABOUT 15 MILES EAST OF SOLON SPRINGS, 10
 RM0836'MILES WEST OF DRUMMOND AND 1 MILE SOUTH OF KELLY LAKE.  STATION
 RM0836'IS 43 FEET SOUTHWEST OF A BLAZED TREE, 24 FEET EAST OF THE
 RM0836'APPROXIMATE CENTER OF TRACK ROAD AND 6 FEET NORTH OF WITNESS
 RM0836'POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 RM0836'STAMPED KELLY 1953.
 RM0836'
 RM0836'REFERENCE MARK NO. 1 IS 8 FEET WEST SOUTHWEST OF THE APPROXIMATE
 RM0836'CENTER OF TRACK ROAD.  THE MARK PROJECTS ABOUT 4 INCHES AND
 RM0836'THE DISK IS STAMPED KELLY NO 1 1953.
 RM0836'
 RM0836'REFERENCE MARK NO. 2 IS 37 FEET WEST SOUTHWEST OF THE APPROXIMATE
 RM0836'CENTER OF TRACK ROAD.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 RM0836'DISK IS STAMPED KELLY NO 2 1953.
 RM0836'
 RM0836'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 53 AND COUNTY
 RM0836'ROUTE A IN SOLON SPRINGS GO EAST, NORTH, EAST AND SOUTH ON
 RM0836'COUNTY ROUTE A, AROUND LAKE, FOR 5.1 MILES TO FORKS.  KEEP
 RM0836'LEFT FORK ON COUNTY ROUTE A FOR 10.55 MILES TO JUNCTION OF
 RM0836'STATE HIGHWAY 27.  KEEP RIGHT ON STATE HIGHWAY 27 FOR 1.3 MILES
 RM0836'TO JUNCTION OF COUNTY ROUTE N.  TURN LEFT AND GO EAST ON COUNTY
 RM0836'ROUTE N FOR 2.5 MILES TO SIDE ROAD LEFT.  TURN LEFT AND FOLLOW
 RM0836'SURFACED ROAD NORTH AND EAST FOR 1.0 MILE TO POINT WHERE ROAD
 RM0836'CURVES LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.15 MILE PASSING
 RM0836'TO THE NORTH OF FARM BUILDINGS AND GARDEN.  KEEP RIGHT AND
 RM0836'GO EAST AND SOUTHEAST ON TRACK ROAD FOR 0.1 MILE TO FORK.
 RM0836'KEEP LEFT FORK ALONG RIDGE FOR 0.2 MILE TO A CABIN ON THE
 RM0836'RIGHT.  CONTINUE ON TRACK ROAD FOR 0.15 MILE TO CLEARING
 RM0836'AND STATION ON LEFT AS DESCRIBED.
 RM0836'
 RM0836'NO LOCATION AVAILABLE FOR AN AZIMUTH MARK.
 RM0836'
 RM0836'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0396 ***********************************************************************
 QN0396  DESIGNATION -  KEN
 QN0396  PID         -  QN0396
 QN0396  STATE/COUNTY-  WI/RUSK
 QN0396  USGS QUAD   -  LADYSMITH (1971)
 QN0396
 QN0396                         *CURRENT SURVEY CONTROL
 QN0396  ___________________________________________________________________
 QN0396* NAD 83(1991)-  45 28 06.36525(N)    091 03 25.51593(W)     ADJUSTED  
 QN0396* NAVD 88     -       361.121  (meters)    1184.78   (feet)  ADJUSTED  
 QN0396  ___________________________________________________________________
 QN0396  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 QN0396  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 QN0396  DYNAMIC HT  -         361.105 (meters)    1184.73  (feet)  COMP
 QN0396  MODELED GRAV-     980,560.1   (mgal)                       NAVD 88
 QN0396
 QN0396  HORZ ORDER  -  FIRST
 QN0396  VERT ORDER  -  FIRST     CLASS II
 QN0396
 QN0396.The horizontal coordinates were established by classical geodetic methods
 QN0396.and adjusted by the National Geodetic Survey in November 1991..
 QN0396
 QN0396.The orthometric height was determined by differential leveling
 QN0396.and adjusted by the National Geodetic Survey in June 1991..
 QN0396
 QN0396.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0396
 QN0396.The geoid height was determined by GEOID03.
 QN0396
 QN0396.The dynamic height is computed by dividing the NAVD 88
 QN0396.geopotential number by the normal gravity value computed on the
 QN0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0396.degrees latitude (g = 980.6199 gals.).
 QN0396
 QN0396.The modeled gravity was interpolated from observed gravity values.
 QN0396
 QN0396;                    North         East     Units Scale Factor Converg.
 QN0396;SPC WI C     -   182,235.372   517,336.734   MT  0.99999414   -0 44 45.1
 QN0396;SPC WI C     -   597,883.88  1,697,295.60   sFT  0.99999414   -0 44 45.1
 QN0396;UTM  15      - 5,036,825.763   651,877.877   MT  0.99988361   +1 23 07.1
 QN0396
 QN0396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0396!SPC WI C     -   0.99994814  x   0.99999414  =   0.99994228
 QN0396!UTM  15      -   0.99994814  x   0.99988361  =   0.99983176
 QN0396
 QN0396|---------------------------------------------------------------------|
 QN0396| PID    Reference Object                     Distance      Geod. Az  |
 QN0396|                                                           dddmmss.s |
 QN0396| CJ5161 KEN RM                               69.600 METERS 15155     |
 QN0396|---------------------------------------------------------------------|
 QN0396
 QN0396                          SUPERSEDED SURVEY CONTROL
 QN0396
 QN0396  NAD 83(1986)-  45 28 06.36068(N)    091 03 25.51328(W) AD(       ) 1
 QN0396  NAD 27      -  45 28 06.46700(N)    091 03 24.99900(W) AD(       ) 1
 QN0396
 QN0396.Superseded values are not recommended for survey control.
 QN0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0396.See file dsdata.txt to determine how the superseded data were derived.
 QN0396
 QN0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL5187836826(NAD 83)
 QN0396_MARKER: DS = TRIANGULATION STATION DISK
 QN0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0396
 QN0396  HISTORY     - Date     Condition        Report By
 QN0396  HISTORY     - 1921     MONUMENTED       CGS
 QN0396  HISTORY     - 1935     SEE DESCRIPTION  WIGS
 QN0396  HISTORY     - 1952     SEE DESCRIPTION  CGS
 QN0396  HISTORY     - 20040928 MARK NOT FOUND   WIDT
 QN0396
 QN0396                          STATION DESCRIPTION
 QN0396
 QN0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0396'STATION IS ABOUT 2-1/4 MILES E OF THE MINNEAPOLIS, ST. PAUL
 QN0396'AND SAULT STE. MARIE RAILWAY STATION AT LADYSMITH, ON THE EXTENSION
 QN0396'OF THE N RAIL FROM THE E, AT THE FOURTH CURVE E OF LADYSMITH,
 QN0396'175 METERS DUE E OF EDWARD RHINEGANS RESIDENCE, 1/4 MILE E OF
 QN0396'POINT OF TANGENCY OF THE CURVE, AND 84.12 METERS (275.92 FEET)
 QN0396'N OF ABOVE RAILROAD.
 QN0396'
 QN0396'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 QN0396'DISKS SET IN CONCRETE.
 QN0396
 QN0396                          STATION RECOVERY (1935)
 QN0396
 QN0396'RECOVERY NOTE BY WISCONSIN GEODETIC SURVEY 1935
 QN0396'DESCRIPTION ADEQUATE.  MONUMENT HAS BEEN PULLED OUT BY PLOW.
 QN0396'REFERENCE MARK IN GOOD CONDITION.  SUBSURFACE MARK SHOULD ALSO BE
 QN0396'IN GOOD CONDITION.
 QN0396'
 QN0396'NOTE--THIS MONUMENT IS LOCATED IN A PLOWED FIELD.
 QN0396
 QN0396                          STATION RECOVERY (1952)
 QN0396
 QN0396'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QN0396'NO SEARCH MADE FOR THE STATION OR THE REFERENCE MARK.  THE AREA
 QN0396'WHERE STATION IS LOCATED IS IN A PLOWED FIELD AND PLANTED TO CORN,
 QN0396'WHICH WOULD HAVE BEEN DIFFICULT FOR MEASUREMENTS.
 QN0396
 QN0396                          STATION RECOVERY (2004)
 QN0396
 QN0396'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0396'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5250 ***********************************************************************
 DH5250  DESIGNATION -  KENDALL S GPS
 DH5250  PID         -  DH5250
 DH5250  STATE/COUNTY-  WI/LAFAYETTE
 DH5250  USGS QUAD   -  CALAMINE (1952)
 DH5250
 DH5250                         *CURRENT SURVEY CONTROL
 DH5250  ___________________________________________________________________
 DH5250* NAD 83(1997)-  42 44 00.89008(N)    090 13 47.31611(W)     ADJUSTED  
 DH5250* NAVD 88     -                                                        
 DH5250  ___________________________________________________________________
 DH5250  X           -     -18,820.489 (meters)                     COMP
 DH5250  Y           -  -4,692,261.780 (meters)                     COMP
 DH5250  Z           -   4,306,005.018 (meters)                     COMP
 DH5250  LAPLACE CORR-          -4.59  (seconds)                    DEFLEC99
 DH5250  ELLIP HEIGHT-         288.35  (meters)          (08/01/05) GPS OBS
 DH5250  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 DH5250
 DH5250  HORZ ORDER  -  FIRST
 DH5250  ELLP ORDER  -  SECOND    CLASS I
 DH5250
 DH5250.The horizontal coordinates were established by GPS observations
 DH5250.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5250
 DH5250
 DH5250.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5250
 DH5250.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5250
 DH5250.The ellipsoidal height was determined by GPS observations
 DH5250.and is referenced to NAD 83.
 DH5250
 DH5250.The geoid height was determined by GEOID03.
 DH5250
 DH5250;                    North         East     Units Scale Factor Converg.
 DH5250;SPC WI S     -    81,520.574   581,180.335   MT  0.99999995   -0 09 28.5
 DH5250;SPC WI S     -   267,455.42  1,906,755.82   sFT  0.99999995   -0 09 28.5
 DH5250;UTM  15      - 4,734,951.705   726,773.832   MT  1.00023273   +1 52 50.2
 DH5250
 DH5250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5250!SPC WI S     -   0.99995478  x   0.99999995  =   0.99995473
 DH5250!UTM  15      -   0.99995478  x   1.00023273  =   1.00018750
 DH5250
 DH5250                          SUPERSEDED SURVEY CONTROL
 DH5250
 DH5250.No superseded survey control is available for this station.
 DH5250
 DH5250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH2677434952(NAD 83)
 DH5250_MARKER: DD = SURVEY DISK
 DH5250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5250_STAMPING: KENDALL S GPS 2004
 DH5250_MARK LOGO: WIDT  
 DH5250_PROJECTION: FLUSH
 DH5250_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5250+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5250
 DH5250  HISTORY     - Date     Condition        Report By
 DH5250  HISTORY     - 2003     MONUMENTED       WIDT
 DH5250
 DH5250                          STATION DESCRIPTION
 DH5250
 DH5250'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5250'OWNERSHIP--LAFAYETTE COUNTY.  THE STATION IS LOCATED AT THE
 DH5250'INTERSECTION OF COUNTY  HIGHWAY G WITH COUNTY HIGHWAY O SOUTH ABOUT 5
 DH5250'MI EAST OF THE VILLAGE OF BELMONT, THE  STATION IS LOCATED IN THE
 DH5250'SOUTHEAST QUADRANT OF THE INTERSECTION.  THE STATION IS A  BRONZE
 DH5250'WISCONSIN DEPARTMENT OF TRANSPORTATION DISK SET IN THE TOP OF A 41-CM
 DH5250'DIAMETER  CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DH5250'STATION IS 8.0 M EAST OF THE  CENTERLINE OF COUNTY HIGHWAY 0, 44.8 M
 DH5250'SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY G, 20.2  M NORTHEAST OF A
 DH5250'WOOD POST FOR A --COUNTY HIGHWAY O-- SIGN, 2 M WEST OF A CULTIVATED
 DH5250'FIELD, 1.1 M WEST OF AN ORANGE 4X4 PLASTIC WITNESS POST, 1.0 M
 DH5250'SOUTHEAST OF AN ORANGE 4X4  PLASTIC WITNESS POST, AND 1.0 M NORTHEAST
 DH5250'OF AN ORANGE 4X4 PLASTIC WITNESS POST.   ---NOTE---THIS STATION HAS NO
 DH5250'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES  ABOVE THE
 DH5250'HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0140 ***********************************************************************
 QN0140  DESIGNATION -  KENNAN
 QN0140  PID         -  QN0140
 QN0140  STATE/COUNTY-  WI/PRICE
 QN0140  USGS QUAD   -  KENNAN (1971)
 QN0140
 QN0140                         *CURRENT SURVEY CONTROL
 QN0140  ___________________________________________________________________
 QN0140* NAD 83(1991)-  45 31 54.27523(N)    090 35 33.66596(W)     ADJUSTED  
 QN0140* NAVD 88     -       459.067  (meters)    1506.12   (feet)  ADJUSTED  
 QN0140  ___________________________________________________________________
 QN0140  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 QN0140  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 QN0140  DYNAMIC HT  -         459.045 (meters)    1506.05  (feet)  COMP
 QN0140  MODELED GRAV-     980,552.9   (mgal)                       NAVD 88
 QN0140
 QN0140  HORZ ORDER  -  FIRST
 QN0140  VERT ORDER  -  FIRST     CLASS II
 QN0140
 QN0140.The horizontal coordinates were established by classical geodetic methods
 QN0140.and adjusted by the National Geodetic Survey in November 1991..
 QN0140
 QN0140.The orthometric height was determined by differential leveling
 QN0140.and adjusted by the National Geodetic Survey in June 1991..
 QN0140
 QN0140.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0140
 QN0140.The geoid height was determined by GEOID03.
 QN0140
 QN0140.The dynamic height is computed by dividing the NAVD 88
 QN0140.geopotential number by the normal gravity value computed on the
 QN0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0140.degrees latitude (g = 980.6199 gals.).
 QN0140
 QN0140.The modeled gravity was interpolated from observed gravity values.
 QN0140
 QN0140;                    North         East     Units Scale Factor Converg.
 QN0140;SPC WI N     -    40,748.780   553,703.053   MT  1.00000652   -0 25 39.2
 QN0140;SPC WI N     -   133,689.96  1,816,607.43   sFT  1.00000652   -0 25 39.2
 QN0140;SPC WI C     -   188,902.464   553,703.050   MT  1.00000620   -0 25 05.5
 QN0140;SPC WI C     -   619,757.50  1,816,607.42   sFT  1.00000620   -0 25 05.5
 QN0140;UTM  15      - 5,044,841.936   687,969.156   MT  1.00003442   +1 43 06.4
 QN0140
 QN0140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0140!SPC WI N     -   0.99993280  x   1.00000652  =   0.99993932
 QN0140!SPC WI C     -   0.99993280  x   1.00000620  =   0.99993900
 QN0140!UTM  15      -   0.99993280  x   1.00003442  =   0.99996722
 QN0140
 QN0140|---------------------------------------------------------------------|
 QN0140| PID    Reference Object                     Distance      Geod. Az  |
 QN0140|                                                           dddmmss.s |
 QN0140| CJ5162 KENNAN RM                            22.140 METERS 07402     |
 QN0140|---------------------------------------------------------------------|
 QN0140
 QN0140                          SUPERSEDED SURVEY CONTROL
 QN0140
 QN0140  NAD 83(1986)-  45 31 54.27086(N)    090 35 33.66090(W) AD(       ) 1
 QN0140  NAD 27      -  45 31 54.38700(N)    090 35 33.13500(W) AD(       ) 1
 QN0140  NGVD 29 (??/??/92)  459.058  (m)         1506.09   (f) ADJ UNCH    1 2
 QN0140
 QN0140.Superseded values are not recommended for survey control.
 QN0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0140.See file dsdata.txt to determine how the superseded data were derived.
 QN0140
 QN0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL8796944842(NAD 83)
 QN0140_MARKER: DS = TRIANGULATION STATION DISK
 QN0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0140_STAMPING: ELEV 1506.093 FT KENNAN 1921
 QN0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0140+STABILITY: SURFACE MOTION
 QN0140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QN0140+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2004
 QN0140
 QN0140  HISTORY     - Date     Condition        Report By
 QN0140  HISTORY     - 1921     MONUMENTED       CGS
 QN0140  HISTORY     - 1922     GOOD             NGS
 QN0140  HISTORY     - 1952     POOR             CGS
 QN0140  HISTORY     - 1953     POOR             AMS
 QN0140  HISTORY     - 1985     MARK NOT FOUND   NGS
 QN0140  HISTORY     - 20040720 GOOD             WIDT
 QN0140  HISTORY     - 20040930 MARK NOT FOUND   WIDT
 QN0140
 QN0140                          STATION DESCRIPTION
 QN0140
 QN0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0140'STATION IS ABOUT 1/8 MILE W OF DEPOT AT KENNAN, ON THE N SIDE
 QN0140'OF THE TRACK OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 QN0140'RAILWAY, ON THE EXTENSION OF THE S RAIL FROM THE W, AT THE
 QN0140'FIRST CURVE W OF KENNAN.  IT IS 0.7 METER N OF N RAILWAY PROPERTY
 QN0140'LINE, AND IS 17.01 METERS (55.82 FEET) N OF N RAIL.  REFERENCE
 QN0140'MARK IS ON THE SAME SIDE OF THE TRACK JUST S OF N FENCE LINE.
 QN0140'
 QN0140'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 QN0140'DISKS SET IN CONCRETE.
 QN0140
 QN0140                          STATION RECOVERY (1922)
 QN0140
 QN0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 QN0140'0.1 MI W FROM KENNAN.
 QN0140'1/8 MILE WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QN0140'MARIE RAILROAD FROM THE STATION AT KENNAN, PRICE COUNTY, AT THE
 QN0140'FIRST CURVE WEST OF THE STATION, IN LINE WITH THE SOUTH RAIL OF
 QN0140'THE WEST TANGENT, 55.8 FEET NORTH OF THE NORTH RAIL, AND 2.3 FEET
 QN0140'NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD TRIANGULATION-STATION
 QN0140'DISK, STAMPED ELEV. 1506.093 FT. KENNAN 1921 AND SET IN THE TOP
 QN0140'OF A CONCRETE POST.
 QN0140
 QN0140                          STATION RECOVERY (1952)
 QN0140
 QN0140'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QN0140'STATION MARK RECOVERED AS PREVIOUSLY DESCRIBED.  IT WAS FOUND TO
 QN0140'BE IN A LOOSE POSITION AND PROJECTING ABOUT 2.0 FEET.  IT WOULD
 QN0140'BE CONSIDERED IN A POOR CONDITION.
 QN0140'
 QN0140'THE REFERENCE MARK WAS RECOVERED AND FOUND TO BE IN A POOR CONDITION.
 QN0140'IT IS LOOSE IN THE GROUND AND PROJECTS ABOUT 18.0 INCHES.
 QN0140
 QN0140                          STATION RECOVERY (1953)
 QN0140
 QN0140'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1953
 QN0140'MARK RECOVERED IN POOR CONDITION.
 QN0140
 QN0140                          STATION RECOVERY (1985)
 QN0140
 QN0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QN0140'MARK NOT FOUND.
 QN0140
 QN0140                          STATION RECOVERY (2004)
 QN0140
 QN0140'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DGD)
 QN0140'GROUND IS FIRM AROUND STATION. STATION IS NORTHWEST OF FEED STORE IN
 QN0140'KENNAN.  STATION IS 48' NW OF RAILROAD WHISTLE SIGN.
 QN0140
 QN0140                          STATION RECOVERY (2004)
 QN0140
 QN0140'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0503 ***********************************************************************
 QN0503  DESIGNATION -  KENNEDY RESET
 QN0503  PID         -  QN0503
 QN0503  STATE/COUNTY-  WI/PRICE
 QN0503  USGS QUAD   -  BUTTERNUT LAKE (1970)
 QN0503
 QN0503                         *CURRENT SURVEY CONTROL
 QN0503  ___________________________________________________________________
 QN0503* NAD 83(1991)-  45 55 06.28215(N)    090 37 10.38950(W)     ADJUSTED  
 QN0503* NAVD 88     -       493.     (meters)    1617.     (feet)  SCALED    
 QN0503  ___________________________________________________________________
 QN0503  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 QN0503  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 QN0503
 QN0503  HORZ ORDER  -  SECOND
 QN0503
 QN0503.The horizontal coordinates were established by classical geodetic methods
 QN0503.and adjusted by the National Geodetic Survey in November 1991..
 QN0503
 QN0503.The orthometric height was scaled from a topographic map.
 QN0503
 QN0503.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0503
 QN0503.The geoid height was determined by GEOID03.
 QN0503
 QN0503;                    North         East     Units Scale Factor Converg.
 QN0503;SPC WI N     -    83,739.142   551,939.579   MT  0.99995477   -0 26 48.9
 QN0503;SPC WI N     -   274,734.17  1,810,821.77   sFT  0.99995477   -0 26 48.9
 QN0503;UTM  15      - 5,087,737.909   684,592.645   MT  1.00001891   +1 42 37.7
 QN0503
 QN0503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0503!SPC WI N     -   0.99992747  x   0.99995477  =   0.99988225
 QN0503!UTM  15      -   0.99992747  x   1.00001891  =   0.99994638
 QN0503
 QN0503:                Primary Azimuth Mark                     Grid Az
 QN0503:SPC WI N     -  BUTTERNUT MUNICIPAL TANK                 041 37 36.5
 QN0503:UTM  15      -  BUTTERNUT MUNICIPAL TANK                 039 28 09.9
 QN0503
 QN0503|---------------------------------------------------------------------|
 QN0503| PID    Reference Object                     Distance      Geod. Az  |
 QN0503|                                                           dddmmss.s |
 QN0503| RM0691 BUTTERNUT MUNICIPAL TANK            APPROX.14.0 KM 0411047.6 |
 QN0503| CJ5164 KENNEDY RM 1                         34.567 METERS 05923     |
 QN0503| QN0504 LAKE RADIO STA KSA 401 MAST         APPROX. 8.7 KM 0733157.9 |
 QN0503| QN0467 PARKS FALLS MUNICIPAL TANK          APPROX.12.0 KM 0810904.6 |
 QN0503| QN0470 PARK FALLS FLAMBEAU PAPER TK        APPROX.13.5 KM 0812055.0 |
 QN0503| QN0468 PARK FALLS FLAMBEAU PAPER STK       APPROX.13.5 KM 0814859.7 |
 QN0503| CJ5163 KENNEDY AZ MK                                      1020445.3 |
 QN0503| QN0502 KENNEDY TOWER                        13.543 METERS 33217     |
 QN0503|---------------------------------------------------------------------|
 QN0503
 QN0503                          SUPERSEDED SURVEY CONTROL
 QN0503
 QN0503  NAD 83(1986)-  45 55 06.27695(N)    090 37 10.38458(W) AD(       ) 2
 QN0503  NAD 27      -  45 55 06.43200(N)    090 37 09.79400(W) AD(       ) 2
 QN0503
 QN0503.Superseded values are not recommended for survey control.
 QN0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0503.See file dsdata.txt to determine how the superseded data were derived.
 QN0503
 QN0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL8459387738(NAD 83)
 QN0503_MARKER: DH = HORIZONTAL CONTROL DISK
 QN0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0503_STAMPING: KENNEDY 1952 1984
 QN0503_MARK LOGO: NGS   
 QN0503_MAGNETIC: N = NO MAGNETIC MATERIAL
 QN0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0503+STABILITY: SURFACE MOTION
 QN0503
 QN0503  HISTORY     - Date     Condition        Report By
 QN0503  HISTORY     - 1984     MONUMENTED       NGS
 QN0503
 QN0503                          STATION DESCRIPTION
 QN0503
 QN0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 QN0503'THE STATION MARK WAS RECOVERED WITH THE DISK BROKEN OFF.  R M 1 WAS
 QN0503'FOUND IN GOOD CONDITION.  KENNEDY FIRE TOWER 1934 USGS, USED AS A R M
 QN0503'WAS FOUND IN GOOD CONDITION.  THE AZ MK WAS SEARCHED FOR BUT NOT
 QN0503'RECOVERED.  ROAD CHANGES IN THE AREA MAKE IT APPEAR TO HAVE BEEN
 QN0503'DESTROYED.  THE SURFACE MOUMENT WAS DUG OUT WITHOUT DISTURBING THE
 QN0503'UNDERGROUND MONUMENT AND THIS POINT WAS HELD FOR A CHECK AND TO SET A
 QN0503'NEW SURFACE MONUMENT.  THE DISTANCE TO KENNEDY FIRE TOWER 1934 USGS
 QN0503'WAS FOUND TO BE SHORTER BY 0.69 METER (2.26 FT) AND THE DISTANCE TO RM
 QN0503'1 WAS FOUND TO BE SHORTER BY 0.009 METER.  (0.030 FT) THE ANGLE
 QN0503'BETWEEN THESE TWO MARKS WAS FOUND TO DIFFER BY 03 DEGREES 29 MINNUTES
 QN0503'59.87 SECONDS COMPAREING TO THE 1952 DESCRIPTION.  A NEW SURFACE
 QN0503'MONUMNET WAS SET 10 INCHES BELOW GROUND WHERE AS A NEW BLACKTOP AREA
 QN0503'WAS SURFACES OVER THE STATION MARK.  NO NEW AZ MK WAS ESTABLISHED FOR
 QN0503'THERE IS WOODS ALL AROUND THE STATION AND IT IS IMPOSSBILE TO SEE OUT
 QN0503'WITHOUT SOME SORT OF STRUCTURE TO GET ABOVE TREES.  A NEW AND COMPLETE
 QN0503'DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ABOUT 11.0 MILES (17.7
 QN0503'KM) NE OF LORETTA, 9.0 MILES (14.5 KM) SW OF BUTTERNUIT, 8.0 MILES
 QN0503'(12.9 KM) W OF PARK FALLS AT THE SITE OF THE KENNEDY FIRE TOWER AND
 QN0503'NOW ON THE PROPERTY OF MR ELMER E PILGRIM.  TO REACH THE STATION FROM
 QN0503'THE JUNCTION OF STATE HWY 13 AND COUNTY ROUTE E AT THE S SIDE OF PARK
 QN0503'FALLS, GO W ON COUNTY ROUTE E FOR 3.9 MILES (6.3 KM) TO A CROSSROAD,
 QN0503'COUNTY ROUTE B, A TAVERN IN THE NE QUADRANT AND A OLD RED BRICK SCHOOL
 QN0503'HOUSE NOW ABANDONED, IN THE NW QUADRANT OF INTERSECTION.  CONTINUE W
 QN0503'ON COUNTY ROUTE E FOR 2.85 MILES (4.59 KM) TO A BRIDGE OVER SMALL
 QN0503'CREEK.  CONTINUE W ON COUNTY ROUTE E FOR 1.65 MILES (2.66 KM) TO A
 QN0503'SIDEROAD RIGHT LEADING TO FIRE TOWER.  TURN RIGHT AND GO N ON PAVED
 QN0503'ROAD TO TOP OF HILL, THE FIRE TOWER AND HE STATION AS DESCRIBED.
 QN0503' 
 QN0503'THE STATION IS A STANDARD NGS DISK STAMPED---KENNEDY 1952 1984---, SET
 QN0503'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 10 INCHES (30 CM) IN
 QN0503'DIAMETER, RECESSED 10 INCHES (30 CM) BELOW THE GROUND.  NOTE, STATION
 QN0503'IS NOW UNDERNEATH BLACKTOP ROAD AROUND FIRE TOWER, AND TWO RAILROAD
 QN0503'SPIKES WERE LAID ATOP THE MONUMENT.  THE STATION IS LOCATED 26.6 FT
 QN0503'(8.1 M) S FROM THE SE LEG OF FIRE TOWER, 35.8 FT (10.9 M) E FROM THE
 QN0503'SE CORNER OF A SMALL BLOCK BUILDING UNDERNEATH REPEATING TOWER, 61.1
 QN0503'FT (18.6 M) W FROM THE WESTERLY SER OF THE E SET OF GUY WIRES FOR A
 QN0503'TWO LEGGED RED AND WHITE REPEATING TOWER ABOUT 150 FT (45.7 M) IN
 QN0503'HEIGHT AND 41.3 FT (12.6 M) N FROM A WITNESS POST.  RM NO 1, IS
 QN0503'STANDARD CGS DISK STAMPED---KENNEDY NO 1 1952---, SET INTO THE TOP OF
 QN0503'A SQUARE CONCRETE MONUMENT 12 INCHES (35 CM) IN DIAMETER, PROJECTING 2
 QN0503'INCHES (6 CM) ABOVE THE GROUND.  THE STATION IS LOCATED 109.5 FT (33.4
 QN0503'M) E FROM THE SE LEG OF THE FIRE TOWER, 68.0 FT (20.7 M) ENE FROM THE
 QN0503'WESTERLY ONE OF THE E SET OF GUY WIRES FOR REPEATING TOWER, 6.0 FT
 QN0503'(1.8 M) N FROM THE WOODS EDGE AND 1.5 FT (0.5 M) S FROM A WITNESS
 QN0503'POST, AND 30.0 FT (9.1 M) LOWER THAN THE STATION.  RM NO 2, IS A
 QN0503'STANDARD USGS DISK STAMPED---KENNEDY TOWER 1934---, SET INTO THE TOP
 QN0503'OF A SQUARE CONCRETE MONUMENT, 6 INCHES (18 CM) IN DIAMETER,
 QN0503'PROJECTING 24 INCHES (61 CM) ABOVE THE GROUND.  THE STATION IS LOCATED
 QN0503'IN THE CENTER OF THE BASE OF THE FIRE TOWER, AND 3.0 FT (0.9 M) HIGHER
 QN0503'THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0502 ***********************************************************************
 QN0502  DESIGNATION -  KENNEDY TOWER
 QN0502  PID         -  QN0502
 QN0502  STATE/COUNTY-  WI/PRICE
 QN0502  USGS QUAD   -  BUTTERNUT LAKE (1970)
 QN0502
 QN0502                         *CURRENT SURVEY CONTROL
 QN0502  ___________________________________________________________________
 QN0502* NAD 83(1991)-  45 55 06.67046(N)    090 37 10.68178(W)     ADJUSTED  
 QN0502* NAVD 88     -       493.     (meters)    1617.     (feet)  SCALED    
 QN0502  ___________________________________________________________________
 QN0502  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 QN0502  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 QN0502
 QN0502  HORZ ORDER  -  THIRD
 QN0502
 QN0502.The horizontal coordinates were established by classical geodetic methods
 QN0502.and adjusted by the National Geodetic Survey in November 1991..
 QN0502
 QN0502.The orthometric height was scaled from a topographic map.
 QN0502
 QN0502.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0502
 QN0502.The geoid height was determined by GEOID03.
 QN0502
 QN0502;                    North         East     Units Scale Factor Converg.
 QN0502;SPC WI N     -    83,751.179   551,933.375   MT  0.99995476   -0 26 49.1
 QN0502;SPC WI N     -   274,773.66  1,810,801.41   sFT  0.99995476   -0 26 49.1
 QN0502;UTM  15      - 5,087,749.705   684,585.991   MT  1.00001888   +1 42 37.5
 QN0502
 QN0502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0502!SPC WI N     -   0.99992747  x   0.99995476  =   0.99988224
 QN0502!UTM  15      -   0.99992747  x   1.00001888  =   0.99994635
 QN0502
 QN0502                          SUPERSEDED SURVEY CONTROL
 QN0502
 QN0502  NAD 83(1986)-  45 55 06.66526(N)    090 37 10.67686(W) AD(       ) 4
 QN0502  NAD 27      -  45 55 06.82000(N)    090 37 10.08600(W) AD(       ) 3
 QN0502
 QN0502.Superseded values are not recommended for survey control.
 QN0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0502.See file dsdata.txt to determine how the superseded data were derived.
 QN0502
 QN0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL8458687750(NAD 83)
 QN0502_MARKER: DD = SURVEY DISK
 QN0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0502_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QN0502_STAMPING: KENNEDY TOWER 1934
 QN0502_MARK LOGO: USGS  
 QN0502_MAGNETIC: N = NO MAGNETIC MATERIAL
 QN0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0502+STABILITY: SURFACE MOTION
 QN0502
 QN0502  HISTORY     - Date     Condition        Report By
 QN0502  HISTORY     - 1934     MONUMENTED       USGS
 QN0502  HISTORY     - 1952     GOOD             USGS
 QN0502  HISTORY     - 19840618 GOOD             NGS
 QN0502
 QN0502                          STATION DESCRIPTION
 QN0502
 QN0502'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (LFW)
 QN0502'THE MARK IS LOCATED ABOUT 11.0 MILES NORTHEAST OF LORETTA, 9
 QN0502'MILES SOUTHWEST OF BUTTERNUT, 8 MILES WEST OF PARK FALLS AND IN
 QN0502'CENTER OF THE BASE OF THE KENNEDY FIRE TOWER.
 QN0502'
 QN0502'THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK SET IN
 QN0502'A SQUARE CONCRETE POST PROJECTING 2 FEET.  IT IS STAMPED KENNEDY
 QN0502'TOWER 1934.
 QN0502'
 QN0502'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 QN0502'KENNEDY, BY BOTH DISTANCE AND DIRECTION, THE DISTANCE BEING
 QN0502'44.43 FEET (13.543 METERS).
 QN0502'
 QN0502'THE KENNEDY FIRE TOWER IS A FOUR LEGGED STEEL STRUCTURE WITH
 QN0502'GLASS ENCLOSED OBSERVING CAB AND THE TOWER IS 105 FEET HIGH.
 QN0502'
 QN0502'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 QN0502'KENNEDY, BY BOTH DISTANCE AND DIRECTION, THE DISTANCE BEING 44.43
 QN0502'FEET (13.543 METERS).
 QN0502
 QN0502                          STATION RECOVERY (1984)
 QN0502
 QN0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 QN0502'KENNEDY FIRE TOWER 1934 USGS, USED AS A RM WAS FOUND IN GOOD
 QN0502'CONDITION.  MARK IS A STANDARD USGS DISK STAMPED---KENNEDY TOWER
 QN0502'1934--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 6 INCHES (18
 QN0502'CM) IN DIAMETER, PROJECTING 24 INCHES (61 CM) ABOVE THE GROUND.  THE
 QN0502'STATION IS LOCATED IN THE CENTER OF THE BASE OF THE FIRE TOWER, AND
 QN0502'3.0 FT (0.9 M) HIGHER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1016 ***********************************************************************
 NH1016  DESIGNATION -  KENOSHA
 NH1016  PID         -  NH1016
 NH1016  STATE/COUNTY-  WI/WALWORTH
 NH1016  USGS QUAD   -  SPRINGFIELD (1976)
 NH1016
 NH1016                         *CURRENT SURVEY CONTROL
 NH1016  ___________________________________________________________________
 NH1016* NAD 83(1991)-  42 38 43.26442(N)    088 23 59.24702(W)     ADJUSTED  
 NH1016* NAVD 88     -       264.     (meters)     866.     (feet)  SCALED    
 NH1016  ___________________________________________________________________
 NH1016  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 NH1016  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 NH1016
 NH1016  HORZ ORDER  -  SECOND
 NH1016
 NH1016.The horizontal coordinates were established by classical geodetic methods
 NH1016.and adjusted by the National Geodetic Survey in November 1991..
 NH1016
 NH1016.The orthometric height was scaled from a topographic map.
 NH1016
 NH1016.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1016
 NH1016.The geoid height was determined by GEOID03.
 NH1016
 NH1016;                    North         East     Units Scale Factor Converg.
 NH1016;SPC WI S     -    72,952.590   731,224.961   MT  1.00001890   +1 05 58.2
 NH1016;SPC WI S     -   239,345.29  2,399,027.23   sFT  1.00001890   +1 05 58.2
 NH1016;UTM  16      - 4,722,382.584   385,250.403   MT  0.99976200   -0 56 54.3
 NH1016
 NH1016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1016!SPC WI S     -   0.99996396  x   1.00001890  =   0.99998286
 NH1016!UTM  16      -   0.99996396  x   0.99976200  =   0.99972597
 NH1016
 NH1016:                Primary Azimuth Mark                     Grid Az
 NH1016:SPC WI S     -  KENOSHA AZ MK                            243 28 22.0
 NH1016:UTM  16      -  KENOSHA AZ MK                            245 31 14.5
 NH1016
 NH1016|---------------------------------------------------------------------|
 NH1016| PID    Reference Object                     Distance      Geod. Az  |
 NH1016|                                                           dddmmss.s |
 NH1016| CI9868 KENOSHA AZ MK                                      2443420.2 |
 NH1016| CI9869 KENOSHA RM                           16.500 METERS 26450     |
 NH1016|---------------------------------------------------------------------|
 NH1016
 NH1016                          SUPERSEDED SURVEY CONTROL
 NH1016
 NH1016  NAD 83(1986)-  42 38 43.25613(N)    088 23 59.25662(W) AD(       ) 2
 NH1016  NAD 27      -  42 38 43.19400(N)    088 23 58.91500(W) AD(       ) 2
 NH1016
 NH1016.Superseded values are not recommended for survey control.
 NH1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1016.See file dsdata.txt to determine how the superseded data were derived.
 NH1016
 NH1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8525022383(NAD 83)
 NH1016_MARKER: DS = TRIANGULATION STATION DISK
 NH1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1016
 NH1016  HISTORY     - Date     Condition        Report By
 NH1016  HISTORY     - 1920     MONUMENTED       CGS
 NH1016  HISTORY     - 1930     GOOD             CGS
 NH1016  HISTORY     - 1960     POOR             USGS
 NH1016
 NH1016                          STATION DESCRIPTION
 NH1016
 NH1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH1016'STATION IS LOCATED ABOUT 1 MILE E OF SPRINGFIELD, ON THE
 NH1016'N SIDE OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 NH1016'TRACK, 3/8 MILE E OF A WAGON-ROAD CROSSING, 65 YARDS W OF
 NH1016'THE E SWITCH SIGNAL FOR THE PASSING TRACK AT SPRINGFIELD,
 NH1016'220 YARDS E OF THE W END OF THE FIRST CUT E OF SPRINFIELD, AND
 NH1016'15.36 METERS (50.39 METERS) N OF THE N AND NEAREST RAIL.
 NH1016'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE TABLETS SET
 NH1016'IN CONCRETE AS DESCRIBED.
 NH1016'REFERENCE MARK IS ON THE SAME SIDE OF THE TRACK, NEAR THE
 NH1016'FENCE LINE, 16.50 METERS (54.13 FEET) FROM THE STATION,
 NH1016'N 80 DEG 56 MIN E.
 NH1016
 NH1016                          STATION RECOVERY (1930)
 NH1016
 NH1016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 NH1016'MARK WAS FOUND AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 NH1016'ADEQUATE.  THIS IS A TRAVERSE STATION.
 NH1016
 NH1016                          STATION RECOVERY (1960)
 NH1016
 NH1016'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 NH1016'STATION MARK WAS DESTROYED.  MONUMENT AND CAP WERE FOUND LYING
 NH1016'BESIDE RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0274 ***********************************************************************
 NG0274  DESIGNATION -  KENOSHA 3
 NG0274  PID         -  NG0274
 NG0274  STATE/COUNTY-  WI/KENOSHA
 NG0274  USGS QUAD   -  KENOSHA (1994)
 NG0274
 NG0274                         *CURRENT SURVEY CONTROL
 NG0274  ___________________________________________________________________
 NG0274* NAD 83(1986)-  42 37 23.     (N)    087 49 35.     (W)     SCALED    
 NG0274* NAVD 88     -       187.951  (meters)     616.64   (feet)  ADJUSTED  
 NG0274  ___________________________________________________________________
 NG0274  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 NG0274  DYNAMIC HT  -         187.896 (meters)     616.46  (feet)  COMP
 NG0274  MODELED GRAV-     980,325.2   (mgal)                       NAVD 88
 NG0274
 NG0274  VERT ORDER  -  SECOND    CLASS 0
 NG0274
 NG0274.The horizontal coordinates were scaled from a topographic map and have
 NG0274.an estimated accuracy of +/- 6 seconds.
 NG0274
 NG0274.The orthometric height was determined by differential leveling
 NG0274.and adjusted by the National Geodetic Survey in June 1991..
 NG0274
 NG0274.The geoid height was determined by GEOID03.
 NG0274
 NG0274.The dynamic height is computed by dividing the NAVD 88
 NG0274.geopotential number by the normal gravity value computed on the
 NG0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0274.degrees latitude (g = 980.6199 gals.).
 NG0274
 NG0274.The modeled gravity was interpolated from observed gravity values.
 NG0274
 NG0274;                    North         East    Units  Estimated Accuracy
 NG0274;SPC WI S     -    71,540.      778,300.      MT  (+/- 180 meters Scaled)
 NG0274
 NG0274                          SUPERSEDED SURVEY CONTROL
 NG0274
 NG0274  NGVD 29 (??/??/92)  188.034  (m)          616.91   (f) ADJ UNCH    2 0
 NG0274
 NG0274.Superseded values are not recommended for survey control.
 NG0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0274.See file dsdata.txt to determine how the superseded data were derived.
 NG0274
 NG0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN322192(NAD 83)
 NG0274_MARKER: DB = BENCH MARK DISK
 NG0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NG0274_STAMPING: KENOSHA NO 3 1934
 NG0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0274+STABILITY: SURFACE MOTION
 NG0274
 NG0274  HISTORY     - Date     Condition        Report By
 NG0274  HISTORY     - 1934     MONUMENTED       CGS
 NG0274
 NG0274                          STATION DESCRIPTION
 NG0274
 NG0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NG0274'2.8 MI N FROM KENOSHA.
 NG0274'2.8 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NG0274'FROM THE POST OFFICE AT KENOSHA, 10 POLES NORTH OF MILEPOST
 NG0274'54, 216 FEET EAST OF THE CENTERLINE OF THE EAST MAIN TRACK, AT A
 NG0274'T-ROAD INTERSECTION, 51 FEET SOUTH OF THE CENTERLINE OF THE
 NG0274'EAST-AND-WEST ROAD, 48 FEET EAST OF THE CENTERLINE OF THE ROAD
 NG0274'LEADING SOUTH, IN THE WEST END OF A SMALL TIMBERED PARK, AND
 NG0274'LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED KENOSHA NO 3
 NG0274'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0648 ***********************************************************************
 NG0648  DESIGNATION -  KENOSHA ALLEN A CO TANK
 NG0648  PID         -  NG0648
 NG0648  STATE/COUNTY-  WI/KENOSHA
 NG0648  USGS QUAD   -  KENOSHA (1994)
 NG0648
 NG0648                         *CURRENT SURVEY CONTROL
 NG0648  ___________________________________________________________________
 NG0648* NAD 83(1991)-  42 34 51.95265(N)    087 50 20.81659(W)     ADJUSTED  
 NG0648* NAVD 88     -                                                        
 NG0648  ___________________________________________________________________
 NG0648  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 NG0648  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 NG0648
 NG0648  HORZ ORDER  -  THIRD
 NG0648
 NG0648.The horizontal coordinates were established by classical geodetic methods
 NG0648.and adjusted by the National Geodetic Survey in November 1991..
 NG0648
 NG0648
 NG0648.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0648
 NG0648.The geoid height was determined by GEOID03.
 NG0648
 NG0648;                    North         East     Units Scale Factor Converg.
 NG0648;SPC WI S     -    66,854.078   777,379.046   MT  1.00003417   +1 29 05.1
 NG0648;SPC WI S     -   219,337.09  2,550,451.09   sFT  1.00003417   +1 29 05.1
 NG0648;SPC IL E     -   656,767.131   340,570.690   MT  0.99999524   +0 20 03.9
 NG0648;SPC IL E     - 2,154,743.50  1,117,355.67   sFT  0.99999524   +0 20 03.9
 NG0648;UTM  16      - 4,714,639.332   431,142.062   MT  0.99965833   -0 34 04.1
 NG0648
 NG0648                          SUPERSEDED SURVEY CONTROL
 NG0648
 NG0648  NAD 83(1986)-  42 34 51.94290(N)    087 50 20.83850(W) AD(       ) 4
 NG0648  NAD 27      -  42 34 51.86900(N)    087 50 20.56700(W) AD(       ) 3
 NG0648
 NG0648.Superseded values are not recommended for survey control.
 NG0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0648.See file dsdata.txt to determine how the superseded data were derived.
 NG0648
 NG0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN3114214639(NAD 83)
 NG0648_MARKER: 53 = ELEVATED TANK
 NG0648
 NG0648  HISTORY     - Date     Condition        Report By
 NG0648  HISTORY     - 1935     FIRST OBSERVED   CGS
 NG0648
 NG0648                          STATION DESCRIPTION
 NG0648
 NG0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NG0648'THIS STATION IS THE TANK AT THE ALLEN A COMPANY IN THE CITY
 NG0648'OF KENOSHA,
 NG0648'WISCONSIN.  IT IS LOCATED ABOUT 90 FEET EAST OF THE
 NG0648'CENTERLINE OF 25TH AVENUE AND
 NG0648'ABOUT 140 FEET NORTH OF THE CENTERLINE
 NG0648'OF 60TH STREET.  IT COULD NOT BE LEARNED WHEN
 NG0648'THE TANK WAS
 NG0648'ERECTED.  IT IS FAIRLY PROMINENT.
 NG0648'
 NG0648'THE TANK HAS FOUR I-BEAM LEGS ABOUT 120 FEET HIGH.  THE
 NG0648'SILVER WOODEN
 NG0648'HOOPED TANK, ABOUT 30 FEET HIGH, SETS ON AN OCTAGONAL
 NG0648'RAILED WOODEN PLATFORM.  THE
 NG0648'FLAT CONICAL ROOF HAS A SHORT
 NG0648'FINIAL AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT
 NG0648'150 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0644 ***********************************************************************
 NG0644  DESIGNATION -  KENOSHA AMERICAN BRASS CO STK
 NG0644  PID         -  NG0644
 NG0644  STATE/COUNTY-  WI/KENOSHA
 NG0644  USGS QUAD   -  KENOSHA (1994)
 NG0644
 NG0644                         *CURRENT SURVEY CONTROL
 NG0644  ___________________________________________________________________
 NG0644* NAD 83(1991)-  42 34 36.29713(N)    087 49 44.69385(W)     ADJUSTED  
 NG0644* NAVD 88     -                                                        
 NG0644  ___________________________________________________________________
 NG0644  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 NG0644  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 NG0644
 NG0644  HORZ ORDER  -  THIRD
 NG0644
 NG0644.The horizontal coordinates were established by classical geodetic methods
 NG0644.and adjusted by the National Geodetic Survey in November 1991..
 NG0644
 NG0644
 NG0644.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0644
 NG0644.The geoid height was determined by GEOID03.
 NG0644
 NG0644;                    North         East     Units Scale Factor Converg.
 NG0644;SPC WI S     -    66,392.539   778,215.098   MT  1.00003525   +1 29 29.9
 NG0644;SPC WI S     -   217,822.86  2,553,194.03   sFT  1.00003525   +1 29 29.9
 NG0644;SPC IL E     -   656,288.918   341,397.275   MT  0.99999608   +0 20 28.2
 NG0644;SPC IL E     - 2,153,174.56  1,120,067.56   sFT  0.99999608   +0 20 28.2
 NG0644;UTM  16      - 4,714,148.330   431,960.737   MT  0.99965695   -0 33 39.5
 NG0644
 NG0644                          SUPERSEDED SURVEY CONTROL
 NG0644
 NG0644  NAD 83(1986)-  42 34 36.28757(N)    087 49 44.71646(W) AD(       ) 4
 NG0644  NAD 27      -  42 34 36.21400(N)    087 49 44.44700(W) AD(       ) 3
 NG0644
 NG0644.Superseded values are not recommended for survey control.
 NG0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0644.See file dsdata.txt to determine how the superseded data were derived.
 NG0644
 NG0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN3196114148(NAD 83)
 NG0644_MARKER: 63 = STACK
 NG0644
 NG0644  HISTORY     - Date     Condition        Report By
 NG0644  HISTORY     - 1935     FIRST OBSERVED   CGS
 NG0644  HISTORY     - 1975     GOOD             NGS
 NG0644
 NG0644                          STATION DESCRIPTION
 NG0644
 NG0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NG0644'THIS STATION IS THE STACK AT THE AMERICAN BRASS COMPANY, IN
 NG0644'THE CITY OF
 NG0644'KENOSHA, WISCONSIN.  IT IS LOCATED IN THE CENTER OF
 NG0644'THE SPACE OCCUPIED BY THE
 NG0644'COMPANY, ON THE NORTH SIDE OF THE POWER-HOUSE,
 NG0644'ABOUT 235 FEET SOUTH OF 63RD STREET, AND
 NG0644'ABOUT 140 FEET
 NG0644'EAST OF A LINE PROJECTED SOUTH FROM THE CENTERLINE OF 15TH
 NG0644'AVENUE.  THE
 NG0644'STACK WAS ERECTED IN 1924 AND IS QUITE PROMINENT.
 NG0644'
 NG0644'THE STACK SETS ON AN OCTAGONAL GREY BRICK BASE ABOUT 40 FT HIGH.  THE
 NG0644'ROUND, YELLOW TILE STACK IS ABOUT 16 FT IN DIAMETER AT THE BASE,
 NG0644'ABOUT 10 FEET IN DIAMETER AT THE TOP, AND ABOUT 150 FEET
 NG0644'HIGH.  THE STACK IS
 NG0644'SURROUNDED BY EVENLY-SPACED BLACK BANDS ALL
 NG0644'THE WAY UP.  THE TOTAL HEIGHT IS ABOUT
 NG0644'190 FEET.
 NG0644
 NG0644                          STATION RECOVERY (1975)
 NG0644
 NG0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CRL)
 NG0644'STATION RECOVERED IN GOOD CONDITION.
 NG0644'
 NG0644'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN KENOSHA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0645 ***********************************************************************
 NG0645  DESIGNATION -  KENOSHA CENTRAL HIGH SCH STACK
 NG0645  PID         -  NG0645
 NG0645  STATE/COUNTY-  WI/KENOSHA
 NG0645  USGS QUAD   -  KENOSHA (1994)
 NG0645
 NG0645                         *CURRENT SURVEY CONTROL
 NG0645  ___________________________________________________________________
 NG0645* NAD 83(1991)-  42 34 57.85578(N)    087 49 25.60828(W)     ADJUSTED  
 NG0645* NAVD 88     -                                                        
 NG0645  ___________________________________________________________________
 NG0645  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 NG0645  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 NG0645
 NG0645  HORZ ORDER  -  THIRD
 NG0645
 NG0645.The horizontal coordinates were established by classical geodetic methods
 NG0645.and adjusted by the National Geodetic Survey in November 1991..
 NG0645
 NG0645
 NG0645.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0645
 NG0645.The geoid height was determined by GEOID03.
 NG0645
 NG0645;                    North         East     Units Scale Factor Converg.
 NG0645;SPC WI S     -    67,068.912   778,632.854   MT  1.00003377   +1 29 43.0
 NG0645;SPC WI S     -   220,041.92  2,554,564.62   sFT  1.00003377   +1 29 43.0
 NG0645;SPC IL E     -   656,956.740   341,828.511   MT  0.99999652   +0 20 41.3
 NG0645;SPC IL E     - 2,155,365.57  1,121,482.37   sFT  0.99999652   +0 20 41.3
 NG0645;UTM  16      - 4,714,809.055   432,402.285   MT  0.99965622   -0 33 26.8
 NG0645
 NG0645                          SUPERSEDED SURVEY CONTROL
 NG0645
 NG0645  NAD 83(1986)-  42 34 57.84617(N)    087 49 25.63081(W) AD(       ) 4
 NG0645  NAD 27      -  42 34 57.77200(N)    087 49 25.36100(W) AD(       ) 3
 NG0645
 NG0645.Superseded values are not recommended for survey control.
 NG0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0645.See file dsdata.txt to determine how the superseded data were derived.
 NG0645
 NG0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN3240214809(NAD 83)
 NG0645_MARKER: 63 = STACK
 NG0645
 NG0645  HISTORY     - Date     Condition        Report By
 NG0645  HISTORY     - 1935     FIRST OBSERVED   CGS
 NG0645  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NG0645
 NG0645                          STATION DESCRIPTION
 NG0645
 NG0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NG0645'THIS STATION IS THE STACK ON THE NORTHWEST CORNER OF THE POWER-HOUSE
 NG0645'AT THE CENTRAL
 NG0645'HIGH SCHOOL IN THE CITY OF KENOSHA, WISCONSIN.
 NG0645'IT IS LOCATED ABOUT 120 FEET EAST
 NG0645'OF THE CENTERLINE OF 11TH AVENUE
 NG0645'AND ABOUT 75 FEET NORTH OF THE CENTERLINE OF 58TH
 NG0645'STREET.  THE
 NG0645'STACK WAS ERECTED IN 1929 AND IS QUITE PROMINENT.
 NG0645'
 NG0645'THE STACK SETS ON A SQUARE BASE ABOUT 40 FEET HIGH.  THE ROUND
 NG0645'STACK IS A YELLOW
 NG0645'BRICK STRUCTURE ABOUT 18 FEET IN DIAMETER AT THE
 NG0645'BASE, ABOUT 10 FEET IN DIAMETER AT
 NG0645'THE TOP, AND ABOUT 160 FEET HIGH.
 NG0645'THE TOTAL HEIGHT IS ABOUT 200 FEET.
 NG0645
 NG0645                          STATION RECOVERY (1989)
 NG0645
 NG0645'RECOVERY NOTE BY US POWER SQUADRON 1989 (JBL)
 NG0645'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0654 ***********************************************************************
 NG0654  DESIGNATION -  KENOSHA COOPERS INC STACK
 NG0654  PID         -  NG0654
 NG0654  STATE/COUNTY-  WI/KENOSHA
 NG0654  USGS QUAD   -  KENOSHA (1994)
 NG0654
 NG0654                         *CURRENT SURVEY CONTROL
 NG0654  ___________________________________________________________________
 NG0654* NAD 83(1991)-  42 34 55.28818(N)    087 50 14.59433(W)     ADJUSTED  
 NG0654* NAVD 88     -                                                        
 NG0654  ___________________________________________________________________
 NG0654  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 NG0654  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 NG0654
 NG0654  HORZ ORDER  -  THIRD
 NG0654
 NG0654.The horizontal coordinates were established by classical geodetic methods
 NG0654.and adjusted by the National Geodetic Survey in November 1991..
 NG0654
 NG0654
 NG0654.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0654
 NG0654.The geoid height was determined by GEOID03.
 NG0654
 NG0654;                    North         East     Units Scale Factor Converg.
 NG0654;SPC WI S     -    66,960.649   777,518.224   MT  1.00003394   +1 29 09.4
 NG0654;SPC WI S     -   219,686.73  2,550,907.71   sFT  1.00003394   +1 29 09.4
 NG0654;SPC IL E     -   656,870.882   340,711.974   MT  0.99999538   +0 20 08.1
 NG0654;SPC IL E     - 2,155,083.89  1,117,819.20   sFT  0.99999538   +0 20 08.1
 NG0654;UTM  16      - 4,714,740.812   431,284.913   MT  0.99965809   -0 33 59.9
 NG0654
 NG0654                          SUPERSEDED SURVEY CONTROL
 NG0654
 NG0654  NAD 83(1986)-  42 34 55.27846(N)    087 50 14.61629(W) AD(       ) 4
 NG0654  NAD 27      -  42 34 55.20400(N)    087 50 14.34500(W) AD(       ) 3
 NG0654
 NG0654.Superseded values are not recommended for survey control.
 NG0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0654.See file dsdata.txt to determine how the superseded data were derived.
 NG0654
 NG0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN3128514741(NAD 83)
 NG0654_MARKER: 63 = STACK
 NG0654
 NG0654  HISTORY     - Date     Condition        Report By
 NG0654  HISTORY     - 1935     FIRST OBSERVED   CGS
 NG0654  HISTORY     - 1975     GOOD             NGS
 NG0654
 NG0654                          STATION DESCRIPTION
 NG0654
 NG0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NG0654'THIS STATION IS THE STACK AT COOPERS, INC., IN THE CITY OF
 NG0654'KENOSHA, WISC.  IT
 NG0654'IS LOCATED ABOUT 145 FEET EAST OF THE CENTERLINE
 NG0654'OF 24TH AVENUE AND ABOUT 120 FEET
 NG0654'SOUTH OF THE CENTERLINE OF
 NG0654'57TH STREET.  THE STACK WAS ERECTED IN 1917 AND IS
 NG0654'QUITE PROMINENT.
 NG0654'
 NG0654'THE STACK IS A RED TILE STRUCTURE ON THE NORTH END OF THE MAIN
 NG0654'BUILDING.  IT IS
 NG0654'ABOUT 18 FEET IN DIAMETER AT THE BASE, ABOUT 10
 NG0654'FEET IN DIAMETER AT THE TOP, AND
 NG0654'ABOUT 190 FEET HIGH.  IT HAS A
 NG0654'COLLAR AROUND THE TOP.
 NG0654
 NG0654                          STATION RECOVERY (1975)
 NG0654
 NG0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CRL)
 NG0654'STATION RECOVERED IN GOOD CONDITION.  IT IS NOW OWNED BY THE JOCKEY
 NG0654'INTERNATIONAL INC.
 NG0654'CO.
 NG0654'
 NG0654'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN KENOSHA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0646 ***********************************************************************
 NG0646  DESIGNATION -  KENOSHA FIRST CONG CH SPIRE
 NG0646  PID         -  NG0646
 NG0646  STATE/COUNTY-  WI/KENOSHA
 NG0646  USGS QUAD   -  KENOSHA (1994)
 NG0646
 NG0646                         *CURRENT SURVEY CONTROL
 NG0646  ___________________________________________________________________
 NG0646* NAD 83(1991)-  42 34 51.54455(N)    087 49 13.81955(W)     ADJUSTED  
 NG0646* NAVD 88     -                                                        
 NG0646  ___________________________________________________________________
 NG0646  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 NG0646  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 NG0646
 NG0646  HORZ ORDER  -  THIRD
 NG0646
 NG0646.The horizontal coordinates were established by classical geodetic methods
 NG0646.and adjusted by the National Geodetic Survey in November 1991..
 NG0646
 NG0646
 NG0646.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0646
 NG0646.The geoid height was determined by GEOID03.
 NG0646
 NG0646;                    North         East     Units Scale Factor Converg.
 NG0646;SPC WI S     -    66,881.247   778,906.679   MT  1.00003420   +1 29 51.1
 NG0646;SPC WI S     -   219,426.22  2,555,463.00   sFT  1.00003420   +1 29 51.1
 NG0646;SPC IL E     -   656,763.623   342,098.503   MT  0.99999680   +0 20 49.2
 NG0646;SPC IL E     - 2,154,731.99  1,122,368.17   sFT  0.99999680   +0 20 49.2
 NG0646;UTM  16      - 4,714,611.778   432,669.111   MT  0.99965577   -0 33 18.7
 NG0646
 NG0646                          SUPERSEDED SURVEY CONTROL
 NG0646
 NG0646  NAD 83(1986)-  42 34 51.53500(N)    087 49 13.84236(W) AD(       ) 4
 NG0646  NAD 27      -  42 34 51.46100(N)    087 49 13.57400(W) AD(       ) 3
 NG0646
 NG0646.Superseded values are not recommended for survey control.
 NG0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0646.See file dsdata.txt to determine how the superseded data were derived.
 NG0646
 NG0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN3266914612(NAD 83)
 NG0646_MARKER: 90 = CHURCH SPIRE
 NG0646
 NG0646  HISTORY     - Date     Condition        Report By
 NG0646  HISTORY     - 1935     FIRST OBSERVED   CGS
 NG0646  HISTORY     - 1975     GOOD             NGS
 NG0646  HISTORY     - 1989     GOOD             USPSQD
 NG0646
 NG0646                          STATION DESCRIPTION
 NG0646
 NG0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NG0646'THIS STATION IS THE SPIRE ON THE 1ST CONGREGATIONAL CHURCH IN
 NG0646'THE CITY OF
 NG0646'KENOSHA, WISCONSIN.  IT IS LOCATED ABOUT 65 FEET WEST
 NG0646'OF THE CENTERLINE OF 8TH
 NG0646'AVENUE AND ABOUT 50 FEET NORTH OF THE
 NG0646'CENTERLINE OF 60TH STREET.  THE CHURCH WAS
 NG0646'ERECTED IN 1894, AND
 NG0646'THE SPIRE IS VERY PROMINENT.
 NG0646'
 NG0646'THE SPIRE IS ON THE SOUTHEAST CORNER OF A YELLOW BRICK CHURCH.
 NG0646'THE BASE OF THE
 NG0646'SPIRE IS A SQUARE YELLOW BRICK TOWER ABOUT 60 FEET
 NG0646'HIGH WITH A LEDGE AROUND THE TOP.
 NG0646'ON THIS SETS AN OCTAGONAL YELLOW
 NG0646'BRICK TOWER ABOUT 20 FEET HIGH WITH BLACK LOUVERED
 NG0646'GOTHIC WINDOWS
 NG0646'ON EACH SIDE.  THE BLACK OCTAGONAL SPIRE IS ABOUT 50 FEET HIGH AND
 NG0646'HAS A CONICAL KNOB
 NG0646'AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT 130 FEET.
 NG0646
 NG0646                          STATION RECOVERY (1975)
 NG0646
 NG0646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CRL)
 NG0646'STATION RECOVERED IN GOOD CONDITION.
 NG0646'
 NG0646'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN KENOSHA
 NG0646
 NG0646                          STATION RECOVERY (1989)
 NG0646
 NG0646'RECOVERY NOTE BY US POWER SQUADRON 1989 (JBL)
 NG0646'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0793 ***********************************************************************
 NG0793  FBN         -  This is a Federal Base Network Control Station.
 NG0793  DESIGNATION -  KENOSHA GPS
 NG0793  PID         -  NG0793
 NG0793  STATE/COUNTY-  WI/KENOSHA
 NG0793  USGS QUAD   -  PLEASANT PRAIRIE (1971)
 NG0793
 NG0793                         *CURRENT SURVEY CONTROL
 NG0793  ___________________________________________________________________
 NG0793* NAD 83(1997)-  42 35 26.32087(N)    087 57 20.95016(W)     ADJUSTED  
 NG0793* NAVD 88     -       222.264  (meters)     729.21   (feet)  ADJUSTED  
 NG0793  ___________________________________________________________________
 NG0793  X           -     167,756.042 (meters)                     COMP
 NG0793  Y           -  -4,699,993.239 (meters)                     COMP
 NG0793  Z           -   4,294,260.126 (meters)                     COMP
 NG0793  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 NG0793  ELLIP HEIGHT-         187.68  (meters)          (04/28/99) GPS OBS
 NG0793  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 NG0793  DYNAMIC HT  -         222.196 (meters)     728.99  (feet)  COMP
 NG0793  MODELED GRAV-     980,308.9   (mgal)                       NAVD 88
 NG0793
 NG0793  HORZ ORDER  -  A
 NG0793  VERT ORDER  -  SECOND    CLASS I
 NG0793  ELLP ORDER  -  THIRD     CLASS I
 NG0793
 NG0793.The horizontal coordinates were established by GPS observations
 NG0793.and adjusted by the National Geodetic Survey in April 1999..
 NG0793
 NG0793.The orthometric height was determined by differential leveling
 NG0793.and adjusted by the National Geodetic Survey in February 2004..
 NG0793
 NG0793.Photographs are available for this station.
 NG0793
 NG0793.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NG0793
 NG0793.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0793
 NG0793.The ellipsoidal height was determined by GPS observations
 NG0793.and is referenced to NAD 83.
 NG0793
 NG0793.The geoid height was determined by GEOID03.
 NG0793
 NG0793.The dynamic height is computed by dividing the NAVD 88
 NG0793.geopotential number by the normal gravity value computed on the
 NG0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0793.degrees latitude (g = 980.6199 gals.).
 NG0793
 NG0793.The modeled gravity was interpolated from observed gravity values.
 NG0793
 NG0793;                    North         East     Units Scale Factor Converg.
 NG0793;SPC WI S     -    67,672.744   767,775.241   MT  1.00003182   +1 24 16.4
 NG0793;SPC WI S     -   222,022.99  2,518,942.60   sFT  1.00003182   +1 24 16.4
 NG0793;UTM  16      - 4,715,800.925   421,577.232   MT  0.99967567   -0 38 48.8
 NG0793
 NG0793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0793!SPC WI S     -   0.99997057  x   1.00003182  =   1.00000239
 NG0793!UTM  16      -   0.99997057  x   0.99967567  =   0.99964625
 NG0793
 NG0793                          SUPERSEDED SURVEY CONTROL
 NG0793
 NG0793  NAD 83(1991)-  42 35 26.31992(N)    087 57 20.94721(W) AD(       ) B
 NG0793  ELLIP H (06/11/91)  187.78   (m)                       GP(       ) 4 1
 NG0793  NAVD 88 (04/02/04)  222.26   (m)          729.2    (f) LEVELING    3  
 NG0793  NGVD 29 (06/11/91)  222.3    (m)          729.     (f) GPS OBS        
 NG0793
 NG0793.Superseded values are not recommended for survey control.
 NG0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0793.See file dsdata.txt to determine how the superseded data were derived.
 NG0793
 NG0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2157715801(NAD 83)
 NG0793_MARKER: DH = HORIZONTAL CONTROL DISK
 NG0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0793_SP_SET: CONCRETE POST
 NG0793_STAMPING: KENOSHA GPS 1989
 NG0793_MARK LOGO: NGS   
 NG0793_PROJECTION: FLUSH
 NG0793_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NG0793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0793+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2003
 NG0793
 NG0793  HISTORY     - Date     Condition        Report By
 NG0793  HISTORY     - 1989     MONUMENTED       WIDT
 NG0793  HISTORY     - 19900812 GOOD
 NG0793  HISTORY     - 19900910 GOOD
 NG0793  HISTORY     - 19930518 GOOD             NOS
 NG0793  HISTORY     - 19970622 GOOD             NGS
 NG0793  HISTORY     - 19971122 GOOD             NGS
 NG0793  HISTORY     - 20000310 GOOD             SECI
 NG0793  HISTORY     - 20010922 GOOD             JCLS
 NG0793  HISTORY     - 20020905 GOOD             NGS
 NG0793  HISTORY     - 2003     GOOD             WIDT
 NG0793  HISTORY     - 20031008 GOOD             JCLS
 NG0793
 NG0793                          STATION DESCRIPTION
 NG0793
 NG0793'DESCRIBED BY WI DEPT OF TRANSP 1989
 NG0793'THE STATION IS LOCATED ABOUT 7.27 KM (4.50 MI) SOUTH OF THE
 NG0793'RACINE-KENOSHA COUNTY LINE, 6.78 KM (4.20 MI) EAST OF U.S. HIGHWAY 45,
 NG0793'9.69 KM (6.00 MI) WEST OF THE WEST SHORE OF LAKE MICHIGAN.
 NG0793'OWNERSHIP--INTERSTATE HIGHWAY R.O.W.
 NG0793'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 158 AND INTERSTATE 94,
 NG0793'TAKE THE INTERSTATE 94 ON RAMP AND GO SOUTH FOR 0.32 KM (0.20 MI)  TO
 NG0793'THE STATION ON THE RIGHT.
 NG0793'THE STATION IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED--KENOSHA
 NG0793'GPS 1989--, SET INTO THE TOP OF A 40 CM DIAMETER CONCRETE MONUMENT SET
 NG0793'FLUSH WITH THE GROUND.  LOCATED 9.45 M (31.0 FT) EAST FROM THE CENTER
 NG0793'OF THE DRAINAGE DITCH, 25.00 M (82.0 FT) EAST FROM THE CONCRETE
 NG0793'DIVIDER OF THE ON-OFF RAMP, 0.91 M (3.0 FT) WEST FROM A CARSONITE
 NG0793'WITNESS POST, 47.24 M (155.0 FT) WEST FROM A GROUP OF 4 INCH FERN
 NG0793'TREES, 53.04 M (174.0 FT) SOUTH FROM A BLACK AND WHITE WOOD POST
 NG0793'MARKING A C.M.P. AREA.
 NG0793
 NG0793                          STATION RECOVERY (1990)
 NG0793
 NG0793'RECOVERED 1990
 NG0793'RECOVERED IN GOOD CONDITION.
 NG0793
 NG0793                          STATION RECOVERY (1990)
 NG0793
 NG0793'RECOVERED 1990
 NG0793'RECOVERED IN GOOD CONDITION.
 NG0793
 NG0793                          STATION RECOVERY (1993)
 NG0793
 NG0793'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (RAH)
 NG0793'RECOVERED AS DESCRIBED
 NG0793
 NG0793                          STATION RECOVERY (1997)
 NG0793
 NG0793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 NG0793'THE STATION IS LOCATED ABOUT 9 KM (5.60 MI) WEST OF THE WEST SHORE OF
 NG0793'LAKE MICHIGAN AND KENOSHA, 7 KM (4.35 MI) SOUTH OF THE KENOSHA-RACINE
 NG0793'COUNTY LINE, ALONG THE WEST SIDE OF INTERSTATE HIGHWAY 94 AND THE
 NG0793'EXTENSION OF STATE HIGHAY 158, IN GRASS NEAR THE CENTER OF THE WEST
 NG0793'SIDE OF THE CIRCULAR ONRAMP FROM HIGHWAY 158 TO EASTBOUND HIGHWAY 94,
 NG0793'THE HIGHWAY IS ORIENTED NORTH-SOUTH AT THIS POINT, AND IN THE HIGHWAY
 NG0793'RIGHT-OF-WAY.  OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO
 NG0793'REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 94 AND
 NG0793'STATE HIGHWAY 158, EXIT 342, GO WEST, THEN NORTH, ON THE ONRAMP FOR
 NG0793'0.32 KM (0.20 MI) TO THE STATION ON THE RIGHT.  THE STATION IS SET IN
 NG0793'THE TOP OF A 40 CM ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 NG0793'ABOUT 300 M (984.2 FT) WEST OF HIGHWAY 94, 25.1 M (82.3 FT) EAST OF
 NG0793'THE CENTER OF THE CONCRETE DIVIDER OF THE ON-OFF RAMP, 18.5 M (60.7
 NG0793'FT) EAST OF THE EAST CURB OF THE ONRAMP, 14.1 M (46.3 FT) SOUTHWEST OF
 NG0793'THE NORTH 1 OF 4 PINE TREES IN A ROW, 0.75 M (2.46 FT) WEST OF A
 NG0793'FIBERGLASS WITNESS POST AND A WIDT PLASTIC WITNESS POST.
 NG0793
 NG0793                          STATION RECOVERY (1997)
 NG0793
 NG0793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 NG0793'THE STATION IS LOCATED ABOUT 9 KM (5.60 MI) WEST OF THE WEST SHORE OF
 NG0793'LAKE MICHIGAN AND KENOSHA, 7 KM (4.35 MI) SOUTH OF THE KENOSHA-RACINE
 NG0793'COUNTY LINE, ALONG THE WEST SIDE OF INTERSTATE HIGHWAY 94 AND THE
 NG0793'EXTENSION OF STATE HIGHAY 158, IN GRASS NEAR THE CENTER OF THE WEST
 NG0793'SIDE OF THE CIRCULAR ONRAMP FROM HIGHWAY 158 TO EASTBOUND HIGHWAY 94
 NG0793'(THE HIGHWAY GOES NORTH-SOUTH AT THIS POINT) , AND IN THE HIGHWAY
 NG0793'RIGHT-OF-WAY.  OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO
 NG0793'REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 94 AND
 NG0793'STATE HIGHWAY 158 (EXIT 342) , GO WEST, THEN NORTH, ON THE ONRAMP FOR
 NG0793'0.32 KM (0.20 MI) TO THE STATION ON THE RIGHT.  THE STATION IS SET IN
 NG0793'THE TOP OF A 40 CM ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS,
 NG0793'ABOUT 300 M (984.2 FT) WEST OF HIGHWAY 94, 25.1 M (82.3 FT) EAST OF
 NG0793'THE CENTER OF THE CONCRETE DIVIDER OF THE ON-OFF RAMP, 18.5 M (60.7
 NG0793'FT) EAST OF THE EAST CURB OF THE ONRAMP, 14.1 M (46.3 FT) SOUTHWEST OF
 NG0793'THE NORTH 1 OF 4 PINE TREES IN A ROW, 0.75 M (2.46 FT) WEST OF A
 NG0793'FIBERGLASS WITNESS POST AND A WIDT PLASTIC WITNESS POST.
 NG0793
 NG0793                          STATION RECOVERY (2000)
 NG0793
 NG0793'RECOVERY NOTE BY SMITH ENG CONS INC 2000 (MRF)
 NG0793'RECOVERED AS DESCRIBED USING 1997 DESCRIPTION
 NG0793'
 NG0793
 NG0793                          STATION RECOVERY (2001)
 NG0793
 NG0793'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (MRY)
 NG0793'RECOVERED AS DESCRIBED
 NG0793
 NG0793                          STATION RECOVERY (2002)
 NG0793
 NG0793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CLC)
 NG0793'RECOVERED IN GOOD CONDITION.
 NG0793
 NG0793                          STATION RECOVERY (2003)
 NG0793
 NG0793'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 NG0793'RECOVERED AS DESCRIBED.
 NG0793
 NG0793                          STATION RECOVERY (2003)
 NG0793
 NG0793'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 NG0793'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0795 ***********************************************************************
 NG0795  DESIGNATION -  KENOSHA GPS AZ MK
 NG0795  PID         -  NG0795
 NG0795  STATE/COUNTY-  WI/KENOSHA
 NG0795  USGS QUAD   -  PLEASANT PRAIRIE (1971)
 NG0795
 NG0795                         *CURRENT SURVEY CONTROL
 NG0795  ___________________________________________________________________
 NG0795* NAD 83(1997)-  42 35 21.37238(N)    087 56 06.72002(W)     ADJUSTED  
 NG0795* NAVD 88     -       225.3    (meters)     739.     (feet)  VERTCON   
 NG0795  ___________________________________________________________________
 NG0795  X           -     169,451.258 (meters)                     COMP
 NG0795  Y           -  -4,700,038.079 (meters)                     COMP
 NG0795  Z           -   4,294,149.770 (meters)                     COMP
 NG0795  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 NG0795  ELLIP HEIGHT-         190.73  (meters)          (09/30/02) GPS OBS
 NG0795  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 NG0795
 NG0795  HORZ ORDER  -  FIRST
 NG0795  ELLP ORDER  -  FOURTH    CLASS I
 NG0795
 NG0795.The horizontal coordinates were established by GPS observations
 NG0795.and adjusted by the National Geodetic Survey in September 2002..
 NG0795
 NG0795.The NAVD 88 height was computed by applying the VERTCON shift value to
 NG0795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NG0795
 NG0795.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NG0795
 NG0795.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0795
 NG0795.The ellipsoidal height was determined by GPS observations
 NG0795.and is referenced to NAD 83.
 NG0795
 NG0795.The geoid height was determined by GEOID03.
 NG0795
 NG0795;                    North         East     Units Scale Factor Converg.
 NG0795;SPC WI S     -    67,561.786   769,471.013   MT  1.00003216   +1 25 07.4
 NG0795;SPC WI S     -   221,658.96  2,524,506.15   sFT  1.00003216   +1 25 07.4
 NG0795;UTM  16      - 4,715,629.394   423,267.340   MT  0.99967244   -0 37 58.5
 NG0795
 NG0795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0795!SPC WI S     -   0.99997009  x   1.00003216  =   1.00000225
 NG0795!UTM  16      -   0.99997009  x   0.99967244  =   0.99964254
 NG0795
 NG0795                          SUPERSEDED SURVEY CONTROL
 NG0795
 NG0795  NAD 83(1991)-  42 35 21.37149(N)    087 56 06.71698(W) AD(       ) 1
 NG0795  ELLIP H (08/19/91)  190.83   (m)                       GP(       ) 4 1
 NG0795  NGVD 29 (08/19/91)  225.4    (m)          739.     (f) GPS OBS        
 NG0795
 NG0795.Superseded values are not recommended for survey control.
 NG0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0795.See file dsdata.txt to determine how the superseded data were derived.
 NG0795
 NG0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2326715629(NAD 83)
 NG0795_MARKER: DZ = AZIMUTH MARK DISK
 NG0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0795_SP_SET: CONCRETE POST
 NG0795_STAMPING: KENOSHA GPS 1989
 NG0795_MARK LOGO: NGS   
 NG0795_MAGNETIC: N = NO MAGNETIC MATERIAL
 NG0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0795+STABILITY: SURFACE MOTION
 NG0795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0795+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2006
 NG0795
 NG0795  HISTORY     - Date     Condition        Report By
 NG0795  HISTORY     - 1989     MONUMENTED       WIDT
 NG0795  HISTORY     - 19900910 GOOD
 NG0795  HISTORY     - 20060716 GOOD             USPSQD
 NG0795
 NG0795                          STATION DESCRIPTION
 NG0795
 NG0795'DESCRIBED BY WI DEPT OF TRANSP 1989
 NG0795'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) WEST-NORTHWEST OFKENOSHA,
 NG0795'NEAR THE JUNCTION ON STATE HIGHWAY 158 AND COUNTY ROAD HH AND ABOUT
 NG0795'1.61 KM (1.00 MI) EAST OF THE INTERSTATE 94 BRIDGE OVER HIGHWAY 158.
 NG0795'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION, P.O. BOX 7916
 NG0795'MADISON WI 53707, PHONE 608-267-2462.
 NG0795'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 94 AND THE SOUTH
 NG0795'BOUND EXIT RAMP OF EXIT 342 (KENOSHA AIRPORT AND STATE HIGHWAY 158
 NG0795'EXIT), FROM THE JUNCTION OF THE INTERSTATE AND EXIT RAMP GO EASTERLY
 NG0795'ON THE EXIT RAMP FOR 0.72 KM (0.45 MI) TO THE INTERSTATE OVERPASS
 NG0795'BRIDGE OVER STATE HIGHWAY 158, CONTINE EAST ON HIGHWAY 158 FOR 1.42
 NG0795'KM (0.88 MI) TO THE STATION ON THE RIGHT, ABOUT 53.35 M (175.03 FT)
 NG0795'WEST OF THE JUNCTION OF COUNTY ROAD HH.
 NG0795'THE STATION IS A STANDARD NGS HORIZONTAL STATION DISK, LOCATED, 53.94
 NG0795'M (176.97 FT) WEST OF THE CENTER OF COUNTY ROAD HH, 19.5 M (64.0 FT)
 NG0795'SOUTH OF THE EAST BOUND LANE OF HIGHWAY 158 AND 0.9 M (3.0 FT) NORTH
 NG0795'OF A FIBERGLASS WITNESS POST.
 NG0795
 NG0795                          STATION RECOVERY (1990)
 NG0795
 NG0795'RECOVERED 1990
 NG0795'RECOVERED IN GOOD CONDITION.
 NG0795
 NG0795                          STATION RECOVERY (2006)
 NG0795
 NG0795'RECOVERY NOTE BY US POWER SQUADRON 2006
 NG0795'RECOVERED IN GOOD CONDITION.  NOTE-- COUNTY HIGHWAY HH IS NOW 104TH
 NG0795'AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0653 ***********************************************************************
 NG0653  DESIGNATION -  KENOSHA HANNAHS MFG CO STACK
 NG0653  PID         -  NG0653
 NG0653  STATE/COUNTY-  WI/KENOSHA
 NG0653  USGS QUAD   -  KENOSHA (1994)
 NG0653
 NG0653                         *CURRENT SURVEY CONTROL
 NG0653  ___________________________________________________________________
 NG0653* NAD 83(1991)-  42 35 19.96509(N)    087 49 36.14446(W)     ADJUSTED  
 NG0653* NAVD 88     -                                                        
 NG0653  ___________________________________________________________________
 NG0653  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 NG0653  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 NG0653
 NG0653  HORZ ORDER  -  THIRD
 NG0653
 NG0653.The horizontal coordinates were established by classical geodetic methods
 NG0653.and adjusted by the National Geodetic Survey in November 1991..
 NG0653
 NG0653
 NG0653.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0653
 NG0653.The geoid height was determined by GEOID03.
 NG0653
 NG0653;                    North         East     Units Scale Factor Converg.
 NG0653;SPC WI S     -    67,744.661   778,374.893   MT  1.00003226   +1 29 35.8
 NG0653;SPC WI S     -   222,258.94  2,553,718.29   sFT  1.00003226   +1 29 35.8
 NG0653;SPC IL E     -   657,637.508   341,584.179   MT  0.99999627   +0 20 34.3
 NG0653;SPC IL E     - 2,157,599.06  1,120,680.76   sFT  0.99999627   +0 20 34.3
 NG0653;UTM  16      - 4,715,493.353   432,168.782   MT  0.99965661   -0 33 34.1
 NG0653
 NG0653                          SUPERSEDED SURVEY CONTROL
 NG0653
 NG0653  NAD 83(1986)-  42 35 19.95549(N)    087 49 36.16666(W) AD(       ) 4
 NG0653  NAD 27      -  42 35 19.88100(N)    087 49 35.89700(W) AD(       ) 3
 NG0653
 NG0653.Superseded values are not recommended for survey control.
 NG0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0653.See file dsdata.txt to determine how the superseded data were derived.
 NG0653
 NG0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN3216915493(NAD 83)
 NG0653_MARKER: 63 = STACK
 NG0653
 NG0653  HISTORY     - Date     Condition        Report By
 NG0653  HISTORY     - 1935     FIRST OBSERVED   CGS
 NG0653  HISTORY     - 1975     POOR             NGS
 NG0653  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NG0653
 NG0653                          STATION DESCRIPTION
 NG0653
 NG0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NG0653'THIS STATION IS THE STACK AT THE HANNAHS MANUFACTURING COMPANY,
 NG0653'IN THE CITY OF
 NG0653'KENOSHA, WISCONSIN.  IT IS LOCATED ABOUT 90
 NG0653'FEET EAST OF THE CENTERLINE OF
 NG0653'13TH COURT, AND ABOUT 320 FEET NORTH
 NG0653'OF THE CENTERLINE OF 52ND STREET.  THE STACK WAS
 NG0653'ERECTED IN 1926
 NG0653'AND IS QUITE PROMINENT.
 NG0653'
 NG0653'THE STACK IS A YELLOW TILE STRUCTURE ABOUT 16 FEET IN DIAMETER
 NG0653'AT THE BASE, ABOUT
 NG0653'8 FEET IN DIAMETER AT THE TOP, AND ABOUT 190
 NG0653'FEET HIGH.  IT HAS THE WORDS HANNAHS
 NG0653'MFG. CO. INLAID VERTICALLY
 NG0653'ON THE SOUTHEAST SIDE AND INLAID DESIGNS AROUND THE
 NG0653'TOP.  IT HAS
 NG0653'A COLLAR AROUND THE TOP.
 NG0653
 NG0653                          STATION RECOVERY (1975)
 NG0653
 NG0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CRL)
 NG0653'STATION IN PLACE, BUT ABOUT 125 FEET HAS BEEN TAKEN OFF THE TOP.
 NG0653'
 NG0653'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN KENOSHA
 NG0653
 NG0653                          STATION RECOVERY (1989)
 NG0653
 NG0653'RECOVERY NOTE BY US POWER SQUADRON 1989 (JBL)
 NG0653'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0649 ***********************************************************************
 NG0649  DESIGNATION -  KENOSHA HOLY ROSARY POMPEII TR
 NG0649  PID         -  NG0649
 NG0649  STATE/COUNTY-  WI/KENOSHA
 NG0649  USGS QUAD   -  KENOSHA (1994)
 NG0649
 NG0649                         *CURRENT SURVEY CONTROL
 NG0649  ___________________________________________________________________
 NG0649* NAD 83(1991)-  42 35 43.39218(N)    087 50 10.96319(W)     ADJUSTED  
 NG0649* NAVD 88     -                                                        
 NG0649  ___________________________________________________________________
 NG0649  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 NG0649  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 NG0649
 NG0649  HORZ ORDER  -  THIRD
 NG0649
 NG0649.The horizontal coordinates were established by classical geodetic methods
 NG0649.and adjusted by the National Geodetic Survey in November 1991..
 NG0649
 NG0649
 NG0649.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0649
 NG0649.The geoid height was determined by GEOID03.
 NG0649
 NG0649;                    North         East     Units Scale Factor Converg.
 NG0649;SPC WI S     -    68,446.684   777,562.490   MT  1.00003067   +1 29 11.9
 NG0649;SPC WI S     -   224,562.16  2,551,052.94   sFT  1.00003067   +1 29 11.9
 NG0649;SPC IL E     -   658,355.674   340,786.061   MT  0.99999546   +0 20 10.9
 NG0649;SPC IL E     - 2,159,955.24  1,118,062.27   sFT  0.99999546   +0 20 10.9
 NG0649;UTM  16      - 4,716,223.752   431,382.341   MT  0.99965793   -0 33 57.9
 NG0649
 NG0649                          SUPERSEDED SURVEY CONTROL
 NG0649
 NG0649  NAD 83(1986)-  42 35 43.38260(N)    087 50 10.98510(W) AD(       ) 4
 NG0649  NAD 27      -  42 35 43.30900(N)    087 50 10.71400(W) AD(       ) 3
 NG0649
 NG0649.Superseded values are not recommended for survey control.
 NG0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0649.See file dsdata.txt to determine how the superseded data were derived.
 NG0649
 NG0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN3138216224(NAD 83)
 NG0649_MARKER: 55 = TOWER
 NG0649
 NG0649  HISTORY     - Date     Condition        Report By
 NG0649  HISTORY     - 1935     FIRST OBSERVED   CGS
 NG0649  HISTORY     - 1975     GOOD             NGS
 NG0649  HISTORY     - 1989     GOOD             USPSQD
 NG0649
 NG0649                          STATION DESCRIPTION
 NG0649
 NG0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NG0649'THIS STATION IS THE TOWER ON THE SOUTHEAST CORNER OF THE
 NG0649'HOLY ROSARY OF
 NG0649'POMPEII CATHOLIC CHURCH IN THE CITY OF KENOSHA,
 NG0649'WISCONSIN.  IT IS LOCATED ABOUT
 NG0649'120 FEET WEST OF THE CENTERLINE
 NG0649'OF 22ND AVENUE AND ABOUT 60 FEET NORTH OF THE
 NG0649'CENTERLINE OF 45TH
 NG0649'STREET.  THE CHURCH WAS ERECTED IN 1930.  THE TOWER IS FAIRLY
 NG0649'PROMINENT.
 NG0649'
 NG0649'THE TOWER IS IN THREE SECTIONS.  THE BOTTOM SECTION IS A
 NG0649'SQUARE TOWER ABOUT
 NG0649'50 FEET HIGH WITH A LEDGE AROUND THE TOP.
 NG0649'THE MIDDLE SECTION IS A SQUARE TOWER,
 NG0649'SMALLER THAN THE BOTTOM
 NG0649'TOWER.  IT IS ABOUT 10 FEET HIGH AND HAS A LEDGE AROUND
 NG0649'THE TOP.  THE
 NG0649'TOP SECTION IS A STILL SMALLER TOWER, ABOUT 20 FEET HIGH,
 NG0649'WITH A LARGE ARCHED
 NG0649'LOUVERED WINDOW ON EACH SIDE AND A LEDGE
 NG0649'AROUND THE TOP.  THE BLACK DOME-SHAPED
 NG0649'ROOF IS ABOUT 8 FEET HIGH
 NG0649'AND HAS A SILVER BALL AND SILVER CROSS AT ITS APEX.  THE
 NG0649'HEIGHT OF
 NG0649'THE BALL AND CROSS IS ABOUT 8 FEET.  THE TOTAL HEIGHT IS ABOUT 95
 NG0649'FEET.
 NG0649
 NG0649                          STATION RECOVERY (1975)
 NG0649
 NG0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CRL)
 NG0649'STATION RECOVERED AS DESCRIBED.
 NG0649'
 NG0649'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN KENOSHA
 NG0649
 NG0649                          STATION RECOVERY (1989)
 NG0649
 NG0649'RECOVERY NOTE BY US POWER SQUADRON 1989 (JBL)
 NG0649'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0265 ***********************************************************************
 NG0265  DESIGNATION -  KENOSHA LIGHT
 NG0265  PID         -  NG0265
 NG0265  STATE/COUNTY-  WI/KENOSHA
 NG0265  USGS QUAD   -  KENOSHA (1994)
 NG0265
 NG0265                         *CURRENT SURVEY CONTROL
 NG0265  ___________________________________________________________________
 NG0265* NAD 83(1986)-  42 35 21.     (N)    087 48 55.     (W)     SCALED    
 NG0265* NAVD 88     -       184.169  (meters)     604.23   (feet)  ADJUSTED  
 NG0265  ___________________________________________________________________
 NG0265  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 NG0265  DYNAMIC HT  -         184.114 (meters)     604.05  (feet)  COMP
 NG0265  MODELED GRAV-     980,321.3   (mgal)                       NAVD 88
 NG0265
 NG0265  VERT ORDER  -  FIRST     CLASS 0
 NG0265
 NG0265.The horizontal coordinates were scaled from a topographic map and have
 NG0265.an estimated accuracy of +/- 6 seconds.
 NG0265
 NG0265.The orthometric height was determined by differential leveling
 NG0265.and adjusted by the National Geodetic Survey in June 1991..
 NG0265
 NG0265.The geoid height was determined by GEOID03.
 NG0265
 NG0265.The dynamic height is computed by dividing the NAVD 88
 NG0265.geopotential number by the normal gravity value computed on the
 NG0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0265.degrees latitude (g = 980.6199 gals.).
 NG0265
 NG0265.The modeled gravity was interpolated from observed gravity values.
 NG0265
 NG0265;                    North         East    Units  Estimated Accuracy
 NG0265;SPC WI S     -    67,800.      779,310.      MT  (+/- 180 meters Scaled)
 NG0265
 NG0265                          SUPERSEDED SURVEY CONTROL
 NG0265
 NG0265  NGVD 29 (??/??/92)  184.25   (m)          604.5    (f) COMPUTED    1 0
 NG0265
 NG0265.Superseded values are not recommended for survey control.
 NG0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0265.See file dsdata.txt to determine how the superseded data were derived.
 NG0265
 NG0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN331155(NAD 83)
 NG0265_MARKER: Q = CHISELED SQUARE
 NG0265_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NG0265_SP_SET: STONE STEP
 NG0265_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NG0265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NG0265_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NG0265+SATELLITE: SATELLITE OBSERVATIONS - 2001
 NG0265
 NG0265  HISTORY     - Date     Condition        Report By
 NG0265  HISTORY     - UNK      MONUMENTED       USLS
 NG0265  HISTORY     - 1973     GOOD             NGS
 NG0265  HISTORY     - 2001     GOOD             WIDT
 NG0265
 NG0265                          STATION DESCRIPTION
 NG0265
 NG0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NG0265'0.2 MI N FROM KENOSHA.
 NG0265'0.2 MILES NORTH ALONG 7TH AVENUE FROM THE MUNICIPAL BUILDING AT
 NG0265'KENOSHA 0.3 MILES EAST AND SOUTH ALONG 50TH STREET AND 4TH AVE.,
 NG0265'AT SIMMONS ISLAND PARK, ABOUT 400 FEET SOUTH EAST OF THE COAST
 NG0265'GUARD HEADQUARTERS BUILDING, AT THE OLD U.S. WEATHER BUREAU
 NG0265'STORM WARNING TOWER (DATED 1866) 91.0 FEET EAST OF THE EAST CURB
 NG0265'OF 4TH STREET, A 1-IN CHISELED SQUARE ON TOP OF THE NORTH END
 NG0265'OF THE BOTTOM STONE STEP OF WEST ENTRANCE, 0.8 FEET NORTHWEST
 NG0265'OF ROUND FACE OF BRICK WALL OF TOWER.  ABOUT 228.0 FEET SOUTH
 NG0265'SOUTHEAST OF PARK 1956 (USLS), AND 1.0 FOOT ABOVE GROUND LEVEL.
 NG0265'SEC 32, T 2 N, R 23 E.
 NG0265
 NG0265                          STATION RECOVERY (2001)
 NG0265
 NG0265'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 NG0265'THE STATION IS LOCATED ABOUT IN KENOSHA.  OWNERSHIP--CITY OF KENOSHA.
 NG0265'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 (SHERIDAN
 NG0265'ROAD) WITH STATE HIGHWAY 158 IN KENOSHA, GO NORTH ON STATE HIGHWAY 32
 NG0265'(SHERIDAN ROAD) FOR 0.3 KM TO 50TH STREET, TURN RIGHT AND GO EAST ON
 NG0265'50TH STREET FOR 0.5 KM TO 4TH AVENUE (LIGHTHOUSE DRIVE), TURN RIGHT
 NG0265'AND GO SOUTH FOR 0.2 KM TO BENJAMIN G CAMERON DRIVE ON THE RIGHT, AND
 NG0265'A LIGHTHOUSE AND THE STATION ON THE LEFT.  THE STATION IS A 2.5-CM
 NG0265'CHISLED SQUARE IN THE TOP OF THE NORTH END OF THE BOTTOM STONE STEP
 NG0265'OF WEST ENTRANCE TO A BRICK TOWER ABOUT 1 M ABOVE THE ROAD PAVEMENT.
 NG0265'THE STATION IS 49.8 M SOUTHEAST OF LIGHTPOLE--96-07096--, 35.2 M EAST
 NG0265'OF THE CENTERLINE OF 4TH AVENUE (LIGHTHOUSE DRIVE), 15.0 M SOUTHWEST
 NG0265'OF THE SOUTHWEST CORNER POST OF IRON PICKET FENCE, 8.1 M EAST OF THE
 NG0265'NORTHEAST CORNER OF THE EASTERN MOST FACE OF BRICK BUILDING, 6.1 M
 NG0265'NORTH OF THE NORTH EDGE OF SIDEWALK, AND 3.9 M NORTHEAST OF A CHAIN
 NG0265'LINK FENCE.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS DUE TO
 NG0265'THE TOWER OBSTRUCTING THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0651 ***********************************************************************
 NG0651  DESIGNATION -  KENOSHA MC KINLEY SCH CHIMNEY
 NG0651  PID         -  NG0651
 NG0651  STATE/COUNTY-  WI/KENOSHA
 NG0651  USGS QUAD   -  KENOSHA (1994)
 NG0651
 NG0651                         *CURRENT SURVEY CONTROL
 NG0651  ___________________________________________________________________
 NG0651* NAD 83(1991)-  42 34 58.49313(N)    087 50 55.06971(W)     ADJUSTED  
 NG0651* NAVD 88     -                                                        
 NG0651  ___________________________________________________________________
 NG0651  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 NG0651  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 NG0651
 NG0651  HORZ ORDER  -  THIRD
 NG0651
 NG0651.The horizontal coordinates were established by classical geodetic methods
 NG0651.and adjusted by the National Geodetic Survey in November 1991..
 NG0651
 NG0651
 NG0651.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0651
 NG0651.The geoid height was determined by GEOID03.
 NG0651
 NG0651;                    North         East     Units Scale Factor Converg.
 NG0651;SPC WI S     -    67,035.642   776,592.982   MT  1.00003372   +1 28 41.6
 NG0651;SPC WI S     -   219,932.77  2,547,872.14   sFT  1.00003372   +1 28 41.6
 NG0651;SPC IL E     -   656,964.430   339,788.460   MT  0.99999447   +0 19 40.7
 NG0651;SPC IL E     - 2,155,390.80  1,114,789.31   sFT  0.99999447   +0 19 40.7
 NG0651;UTM  16      - 4,714,848.853   430,363.297   MT  0.99965966   -0 34 27.3
 NG0651
 NG0651                          SUPERSEDED SURVEY CONTROL
 NG0651
 NG0651  NAD 83(1986)-  42 34 58.48330(N)    087 50 55.09134(W) AD(       ) 4
 NG0651  NAD 27      -  42 34 58.40900(N)    087 50 54.81800(W) AD(       ) 3
 NG0651
 NG0651.Superseded values are not recommended for survey control.
 NG0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0651.See file dsdata.txt to determine how the superseded data were derived.
 NG0651
 NG0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN3036314849(NAD 83)
 NG0651_MARKER: 85 = CHIMNEY
 NG0651
 NG0651  HISTORY     - Date     Condition        Report By
 NG0651  HISTORY     - 1935     FIRST OBSERVED   CGS
 NG0651  HISTORY     - 1975     GOOD             NGS
 NG0651  HISTORY     - 1989     GOOD             USPSQD
 NG0651
 NG0651                          STATION DESCRIPTION
 NG0651
 NG0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NG0651'THIS STATION IS THE CHIMNEY ON THE NORTH SIDE OF THE MCKINLEY
 NG0651'SCHOOL IN THE
 NG0651'WESTERN PART OF THE CITY OF KENOSHA, WISCONSIN.  IT
 NG0651'IS LOCATED ABOUT 135 FEET WEST
 NG0651'OF THE CENTERLINE OF 32ND AVENUE
 NG0651'AND ABOUT 240 FEET SOUTH OF THE CENTERLINE OF
 NG0651'56TH STREET.  THE
 NG0651'CHIMNEY WAS ERECTED IN 1923.  IT IS NOT ESPECIALLY PROMINENT.
 NG0651'
 NG0651'THE CHIMNEY IS A RED BRICK STRUCTURE, SQUARE IN SHAPE, ABOUT
 NG0651'80 FEET HIGH.  IT
 NG0651'HAS A FLAIR AND WHITE CONCRETE LEDGE AROUND THE
 NG0651'TOP.
 NG0651
 NG0651                          STATION RECOVERY (1975)
 NG0651
 NG0651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CRL)
 NG0651'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION.  IT IS THE SOUTH
 NG0651'ONE OF TWO STACKS AND
 NG0651'THE HIGHER ONE.
 NG0651'
 NG0651'AIRLINE DISTANCE AND DIREECTION FROM NEAREST TOWN- IN KENOSHA
 NG0651
 NG0651                          STATION RECOVERY (1989)
 NG0651
 NG0651'RECOVERY NOTE BY US POWER SQUADRON 1989 (JBL)
 NG0651'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0643 ***********************************************************************
 NG0643  DESIGNATION -  KENOSHA SIMMONS CO EAST STACK
 NG0643  PID         -  NG0643
 NG0643  STATE/COUNTY-  WI/KENOSHA
 NG0643  USGS QUAD   -  KENOSHA (1994)
 NG0643
 NG0643                         *CURRENT SURVEY CONTROL
 NG0643  ___________________________________________________________________
 NG0643* NAD 83(1991)-  42 35 08.72362(N)    087 48 51.77901(W)     ADJUSTED  
 NG0643* NAVD 88     -                                                        
 NG0643  ___________________________________________________________________
 NG0643  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 NG0643  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 NG0643
 NG0643  HORZ ORDER  -  THIRD
 NG0643
 NG0643.The horizontal coordinates were established by classical geodetic methods
 NG0643.and adjusted by the National Geodetic Survey in November 1991..
 NG0643
 NG0643
 NG0643.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0643
 NG0643.The geoid height was determined by GEOID03.
 NG0643
 NG0643;                    North         East     Units Scale Factor Converg.
 NG0643;SPC WI S     -    67,424.329   779,395.234   MT  1.00003302   +1 30 06.3
 NG0643;SPC WI S     -   221,207.99  2,557,065.86   sFT  1.00003302   +1 30 06.3
 NG0643;SPC IL E     -   657,296.765   342,597.846   MT  0.99999732   +0 21 04.2
 NG0643;SPC IL E     - 2,156,481.14  1,124,006.43   sFT  0.99999732   +0 21 04.2
 NG0643;UTM  16      - 4,715,136.812   433,176.614   MT  0.99965494   -0 33 04.0
 NG0643
 NG0643                          SUPERSEDED SURVEY CONTROL
 NG0643
 NG0643  NAD 83(1986)-  42 35 08.71410(N)    087 48 51.80191(W) AD(       ) 4
 NG0643  NAD 27      -  42 35 08.64000(N)    087 48 51.53500(W) AD(       ) 3
 NG0643
 NG0643.Superseded values are not recommended for survey control.
 NG0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0643.See file dsdata.txt to determine how the superseded data were derived.
 NG0643
 NG0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN3317715137(NAD 83)
 NG0643_MARKER: 63 = STACK
 NG0643
 NG0643  HISTORY     - Date     Condition        Report By
 NG0643  HISTORY     - 1935     FIRST OBSERVED   CGS
 NG0643  HISTORY     - 1975     GOOD             NGS
 NG0643  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NG0643
 NG0643                          STATION DESCRIPTION
 NG0643
 NG0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NG0643'THIS STATION IS THE EASTERLY STACK OF TWO STACKS AT THE SIMMONS
 NG0643'COMPANY IN THE
 NG0643'CITY OF KENOSHA, WISCONSIN.  IT IS LOCATED AT
 NG0643'THE SOUTH SIDE OF THE POWERHOUSE
 NG0643'ON THE EAST SIDE OF THE CITY, ABOUT
 NG0643'0.15 MILE EAST OF 5TH AVENUE, AND ABOUT 50 FEET
 NG0643'NORTH OF 56TH STREET.
 NG0643'THE STACK WAS ERECTED IN 1921 AND IS VERY PROMINENT.
 NG0643'
 NG0643'THE STACK IS A YELLOW TILE STRUCTURE ABOUT 20 FEET IN DIAMETER
 NG0643'AT THE BASE, ABOUT
 NG0643'10 FEET IN DIAMETER AT THE TOP AND ABOUT 210
 NG0643'FEET HIGH.  IT HAS A COLLAR AROUND
 NG0643'THE TOP WHICH IS INLAID WITH
 NG0643'BLACK TILE AND THE WORDS SIMMONS COMPANY INLAID IN
 NG0643'BLACK TILE ON
 NG0643'THE EAST AND WEST SIDES.
 NG0643
 NG0643                          STATION RECOVERY (1975)
 NG0643
 NG0643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CRL)
 NG0643'STATION RECOVERED.  THE LETTERS SIMMONS COMPANY HAS BEEN REMOVED.  IT
 NG0643'IS NOW THE
 NG0643'AMERICAN MOTOR CO.  ALSO IT IS THE NORTHEAST AND LARGER OF
 NG0643'TWO STACKS.
 NG0643'
 NG0643'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN KENOSHA
 NG0643
 NG0643                          STATION RECOVERY (1989)
 NG0643
 NG0643'RECOVERY NOTE BY US POWER SQUADRON 1989 (JBL)
 NG0643'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0650 ***********************************************************************
 NG0650  DESIGNATION -  KENOSHA ST ANTHONYS CH SPIRE
 NG0650  PID         -  NG0650
 NG0650  STATE/COUNTY-  WI/KENOSHA
 NG0650  USGS QUAD   -  KENOSHA (1994)
 NG0650
 NG0650                         *CURRENT SURVEY CONTROL
 NG0650  ___________________________________________________________________
 NG0650* NAD 83(1991)-  42 35 21.08668(N)    087 50 09.62345(W)     ADJUSTED  
 NG0650* NAVD 88     -                                                        
 NG0650  ___________________________________________________________________
 NG0650  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 NG0650  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 NG0650
 NG0650  HORZ ORDER  -  THIRD
 NG0650
 NG0650.The horizontal coordinates were established by classical geodetic methods
 NG0650.and adjusted by the National Geodetic Survey in November 1991..
 NG0650
 NG0650
 NG0650.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0650
 NG0650.The geoid height was determined by GEOID03.
 NG0650
 NG0650;                    North         East     Units Scale Factor Converg.
 NG0650;SPC WI S     -    67,759.408   777,610.884   MT  1.00003218   +1 29 12.8
 NG0650;SPC WI S     -   222,307.32  2,551,211.71   sFT  1.00003218   +1 29 12.8
 NG0650;SPC IL E     -   657,667.590   340,820.648   MT  0.99999549   +0 20 11.6
 NG0650;SPC IL E     - 2,157,697.75  1,118,175.74   sFT  0.99999549   +0 20 11.6
 NG0650;UTM  16      - 4,715,535.441   431,406.078   MT  0.99965789   -0 33 56.8
 NG0650
 NG0650                          SUPERSEDED SURVEY CONTROL
 NG0650
 NG0650  NAD 83(1986)-  42 35 21.07704(N)    087 50 09.64536(W) AD(       ) 4
 NG0650  NAD 27      -  42 35 21.00300(N)    087 50 09.37400(W) AD(       ) 3
 NG0650
 NG0650.Superseded values are not recommended for survey control.
 NG0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0650.See file dsdata.txt to determine how the superseded data were derived.
 NG0650
 NG0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN3140615535(NAD 83)
 NG0650_MARKER: 90 = CHURCH SPIRE
 NG0650
 NG0650  HISTORY     - Date     Condition        Report By
 NG0650  HISTORY     - 1935     FIRST OBSERVED   CGS
 NG0650  HISTORY     - 1975     GOOD             NGS
 NG0650  HISTORY     - 1989     GOOD             USPSQD
 NG0650
 NG0650                          STATION DESCRIPTION
 NG0650
 NG0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NG0650'THIS STATION IS THE SPIRE ON ST. ANTHONYS CHURCH IN THE
 NG0650'CITY OF KENOSHA,
 NG0650'WISCONSIN.  IT IS LOCATED ABOUT 85 FEET SOUTH OF
 NG0650'THE CENTERLINE OF 51ST STREET AND
 NG0650'ABOUT 75 FEET WEST OF THE CENTERLINE
 NG0650'OF 22ND AVENUE.  THE CHURCH WAS ERECTED IN 1930 AND
 NG0650'THE SPIRE
 NG0650'IS QUITE PROMINENT.
 NG0650'
 NG0650'THE BASE OF THE SPIRE IS A SLIM OCTAGONAL STONE TOWER ON THE
 NG0650'SOUTHEAST CORNER
 NG0650'OF A GREY STONE CHURCH.  THIS TOWER IS ABOUT 90
 NG0650'FEET HIGH.  ON THE TOP OF THIS
 NG0650'TOWER THERE IS A SMALLER TOWER OF
 NG0650'GREY MARBLE INLAY ABOUT 10 FEET HIGH, ON WHICH
 NG0650'SETS A VERY SLIM
 NG0650'BLACK RIBBED SPIRE ABOUT 30 FEET HIGH WITH A GOLD CROSS AT ITS
 NG0650'APEX.  THE
 NG0650'TOTAL HEIGHT IS ABOUT 135 FEET.
 NG0650
 NG0650                          STATION RECOVERY (1975)
 NG0650
 NG0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CRL)
 NG0650'STATION RECOVERED AND FOUND IN GOOD CONDITION.
 NG0650'
 NG0650'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN KENOSHA
 NG0650
 NG0650                          STATION RECOVERY (1989)
 NG0650
 NG0650'RECOVERY NOTE BY US POWER SQUADRON 1989 (JBL)
 NG0650'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0657 ***********************************************************************
 NG0657  DESIGNATION -  KENOSHA ST MARYS SCH CHIMNEY
 NG0657  PID         -  NG0657
 NG0657  STATE/COUNTY-  WI/KENOSHA
 NG0657  USGS QUAD   -  KENOSHA (1994)
 NG0657
 NG0657                         *CURRENT SURVEY CONTROL
 NG0657  ___________________________________________________________________
 NG0657* NAD 83(1991)-  42 34 03.94787(N)    087 51 20.08049(W)     ADJUSTED  
 NG0657* NAVD 88     -                                                        
 NG0657  ___________________________________________________________________
 NG0657  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 NG0657  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 NG0657
 NG0657  HORZ ORDER  -  THIRD
 NG0657
 NG0657.The horizontal coordinates were established by classical geodetic methods
 NG0657.and adjusted by the National Geodetic Survey in November 1991..
 NG0657
 NG0657
 NG0657.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0657
 NG0657.The geoid height was determined by GEOID03.
 NG0657
 NG0657;                    North         East     Units Scale Factor Converg.
 NG0657;SPC WI S     -    65,338.357   776,066.114   MT  1.00003750   +1 28 24.4
 NG0657;SPC WI S     -   214,364.26  2,546,143.58   sFT  1.00003750   +1 28 24.4
 NG0657;SPC IL E     -   655,278.134   339,227.650   MT  0.99999392   +0 19 23.5
 NG0657;SPC IL E     - 2,149,858.34  1,112,949.38   sFT  0.99999392   +0 19 23.5
 NG0657;UTM  16      - 4,713,172.156   429,776.203   MT  0.99966067   -0 34 43.6
 NG0657
 NG0657                          SUPERSEDED SURVEY CONTROL
 NG0657
 NG0657  NAD 83(1986)-  42 34 03.93802(N)    087 51 20.10226(W) AD(       ) 4
 NG0657  NAD 27      -  42 34 03.86000(N)    087 51 19.83000(W) AD(       ) 3
 NG0657
 NG0657.Superseded values are not recommended for survey control.
 NG0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0657.See file dsdata.txt to determine how the superseded data were derived.
 NG0657
 NG0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2977613172(NAD 83)
 NG0657_MARKER: 85 = CHIMNEY
 NG0657
 NG0657  HISTORY     - Date     Condition        Report By
 NG0657  HISTORY     - 1935     FIRST OBSERVED   CGS
 NG0657  HISTORY     - 1989     GOOD             USPSQD
 NG0657
 NG0657                          STATION DESCRIPTION
 NG0657
 NG0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NG0657'THIS STATION IS THE CHIMNEY ON ST. MARYS SCHOOL, IN THE
 NG0657'SOUTHWESTERN PART
 NG0657'OF THE CITY OF KENOSHA, WISCONSIN.  IT IS
 NG0657'LOCATED ABOUT 220 FEET SOUTH OF THE
 NG0657'CENTERLINE OF 75TH STREET,
 NG0657'AND ABOUT 100 FEET WEST OF THE CENTERLINE OF 39TH
 NG0657'AVENUE.  THE
 NG0657'SCHOOL WAS ERECTED IN 1930.  THE CHIMNEY IS FAIRLY PROMINENT.
 NG0657'
 NG0657'THE CHIMNEY IS ON A YELLOW BRICK SCHOOL ABOUT 50 FEET HIGH.
 NG0657'THE CHIMNEY IS A
 NG0657'SQUARE YELLOW BRICK TAPERING STRUCTURE ABOUT 25
 NG0657'FEET HIGH.  THE TOTAL HEIGHT IS
 NG0657'ABOUT 75 FEET.
 NG0657
 NG0657                          STATION RECOVERY (1989)
 NG0657
 NG0657'RECOVERY NOTE BY US POWER SQUADRON 1989 (JBL)
 NG0657'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0647 ***********************************************************************
 NG0647  DESIGNATION -  KENOSHA WEST MUNICIPAL TANK
 NG0647  PID         -  NG0647
 NG0647  STATE/COUNTY-  WI/KENOSHA
 NG0647  USGS QUAD   -  KENOSHA (1994)
 NG0647
 NG0647                         *CURRENT SURVEY CONTROL
 NG0647  ___________________________________________________________________
 NG0647* NAD 83(1991)-  42 34 57.59908(N)    087 52 04.39360(W)     ADJUSTED  
 NG0647* NAVD 88     -                                                        
 NG0647  ___________________________________________________________________
 NG0647  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 NG0647  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 NG0647
 NG0647  HORZ ORDER  -  THIRD
 NG0647
 NG0647.The horizontal coordinates were established by classical geodetic methods
 NG0647.and adjusted by the National Geodetic Survey in November 1991..
 NG0647
 NG0647
 NG0647.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0647
 NG0647.The geoid height was determined by GEOID03.
 NG0647
 NG0647;                    North         East     Units Scale Factor Converg.
 NG0647;SPC WI S     -    66,967.464   775,013.372   MT  1.00003378   +1 27 53.9
 NG0647;SPC WI S     -   219,709.09  2,542,689.70   sFT  1.00003378   +1 27 53.9
 NG0647;SPC IL E     -   656,927.974   338,207.863   MT  0.99999295   +0 18 53.8
 NG0647;SPC IL E     - 2,155,271.19  1,109,603.63   sFT  0.99999295   +0 18 53.8
 NG0647;UTM  16      - 4,714,837.294   428,782.848   MT  0.99966240   -0 35 14.2
 NG0647
 NG0647                          SUPERSEDED SURVEY CONTROL
 NG0647
 NG0647  NAD 83(1986)-  42 34 57.58943(N)    087 52 04.41522(W) AD(       ) 4
 NG0647  NAD 27      -  42 34 57.51700(N)    087 52 04.14100(W) AD(       ) 3
 NG0647
 NG0647.Superseded values are not recommended for survey control.
 NG0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0647.See file dsdata.txt to determine how the superseded data were derived.
 NG0647
 NG0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2878314837(NAD 83)
 NG0647_MARKER: 51 = TANK
 NG0647
 NG0647  HISTORY     - Date     Condition        Report By
 NG0647  HISTORY     - 1935     FIRST OBSERVED   CGS
 NG0647  HISTORY     - 1989     GOOD             USPSQD
 NG0647
 NG0647                          STATION DESCRIPTION
 NG0647
 NG0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NG0647'THIS STATION IS THE LARGE SILVER WATER STORAGE TANK BELONGING
 NG0647'TO THE CITY OF
 NG0647'KENOSHA, WISCONSIN.  IT IS LOCATED AT
 NG0647'THE NORTHWESTERN PART OF THE
 NG0647'CITY, ABOUT 0.6 MILE WEST OF 39TH
 NG0647'AVENUE, ABOUT 40 FEET WEST OF 49TH AVENUE, AND
 NG0647'ABOUT 0.1 MILE
 NG0647'NORTH OF 60TH STREET, ON A HIGH KNOLL.  THE TANK WAS BUILT IN
 NG0647'1931 AND IS
 NG0647'FAIRLY PROMINENT.
 NG0647'
 NG0647'THE TANK IS A HUGE STEEL STRUCTURE, SILVER IN COLOR, RESEMBLING
 NG0647'AN OIL STORAGE
 NG0647'TANK.  IT SETS FLAT ON THE GROUND, IS ABOUT
 NG0647'60 FEET IN DIAMETER, AND ABOUT 80
 NG0647'FEET HIGH TO THE EAVES.  IT HAS
 NG0647'A FLAT SPHERICAL TOP WITH A STUBBY FINIAL AT THE
 NG0647'APEX.
 NG0647
 NG0647                          STATION RECOVERY (1989)
 NG0647
 NG0647'RECOVERY NOTE BY US POWER SQUADRON 1989 (JBL)
 NG0647'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0656 ***********************************************************************
 NG0656  DESIGNATION -  KENOSHA WILLOWBROOK SANITAR TK
 NG0656  PID         -  NG0656
 NG0656  STATE/COUNTY-  WI/KENOSHA
 NG0656  USGS QUAD   -  KENOSHA (1994)
 NG0656
 NG0656                         *CURRENT SURVEY CONTROL
 NG0656  ___________________________________________________________________
 NG0656* NAD 83(1991)-  42 36 13.60857(N)    087 50 59.82876(W)     ADJUSTED  
 NG0656* NAVD 88     -                                                        
 NG0656  ___________________________________________________________________
 NG0656  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 NG0656  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 NG0656
 NG0656  HORZ ORDER  -  THIRD
 NG0656
 NG0656.The horizontal coordinates were established by classical geodetic methods
 NG0656.and adjusted by the National Geodetic Survey in November 1991..
 NG0656
 NG0656
 NG0656.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0656
 NG0656.The geoid height was determined by GEOID03.
 NG0656
 NG0656;                    North         East     Units Scale Factor Converg.
 NG0656;SPC WI S     -    69,349.974   776,424.737   MT  1.00002864   +1 28 38.3
 NG0656;SPC WI S     -   227,525.71  2,547,320.16   sFT  1.00002864   +1 28 38.3
 NG0656;SPC IL E     -   659,281.588   339,666.708   MT  0.99999435   +0 19 38.0
 NG0656;SPC IL E     - 2,162,993.01  1,114,389.86   sFT  0.99999435   +0 19 38.0
 NG0656;UTM  16      - 4,717,166.865   430,278.082   MT  0.99965981   -0 34 31.4
 NG0656
 NG0656                          SUPERSEDED SURVEY CONTROL
 NG0656
 NG0656  NAD 83(1986)-  42 36 13.59898(N)    087 50 59.85061(W) AD(       ) 4
 NG0656  NAD 27      -  42 36 13.52500(N)    087 50 59.57600(W) AD(       ) 3
 NG0656
 NG0656.Superseded values are not recommended for survey control.
 NG0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0656.See file dsdata.txt to determine how the superseded data were derived.
 NG0656
 NG0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN3027817167(NAD 83)
 NG0656_MARKER: 53 = ELEVATED TANK
 NG0656
 NG0656  HISTORY     - Date     Condition        Report By
 NG0656  HISTORY     - 1935     FIRST OBSERVED   CGS
 NG0656  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NG0656
 NG0656                          STATION DESCRIPTION
 NG0656
 NG0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NG0656'THIS STATION IS THE SILVER TANK AT THE WILLOW BROOK SANITARIUM
 NG0656'AT THE
 NG0656'NORTHWESTERN PART OF THE CITY OF KENOSHA, WISCONSIN.  IT IS
 NG0656'LOCATED ABOUT 0.2 MILE
 NG0656'WEST OF 30TH AVENUE, AND ABOUT 350 FEET
 NG0656'NORTH OF WASHINGTON ROAD (ROUTE 43).  THE
 NG0656'TANK WAS ERECTED IN 1912
 NG0656'AND IS FAIRLY PROMINENT.
 NG0656'
 NG0656'THE TANK HAS FOUR TRUSSWORK LEGS ABOUT 80 FEET HIGH.  THE OVAL
 NG0656'SECTION EXTENDS
 NG0656'DOWNWARD ABOUT 10 FEET.  THE VERTICAL SECTION IS
 NG0656'ABOUT 25 FEET HIGH AND HAS A
 NG0656'CATWALK AND RAIL AROUND ITS BASE.  THE
 NG0656'STEEP CONICAL ROOF IS ABOUT 5 FEET HIGH AND HAS
 NG0656'A BALL AT ITS APEX.
 NG0656'THE TOTAL HEIGHT IS ABOUT 110 FEET.
 NG0656
 NG0656                          STATION RECOVERY (1989)
 NG0656
 NG0656'RECOVERY NOTE BY US POWER SQUADRON 1989 (JBL)
 NG0656'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP2174 ***********************************************************************
 PP2174  DESIGNATION -  KENT
 PP2174  PID         -  PP2174
 PP2174  STATE/COUNTY-  WI/DUNN
 PP2174  USGS QUAD   -  KNAPP (1974)
 PP2174
 PP2174                         *CURRENT SURVEY CONTROL
 PP2174  ___________________________________________________________________
 PP2174* NAD 83(1991)-  44 59 53.14448(N)    092 05 49.60141(W)     ADJUSTED  
 PP2174* NAVD 88     -       372.4    (meters)    1222.     (feet)  VERTCON   
 PP2174  ___________________________________________________________________
 PP2174  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 PP2174  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 PP2174
 PP2174  HORZ ORDER  -  SECOND
 PP2174
 PP2174.The horizontal coordinates were established by classical geodetic methods
 PP2174.and adjusted by the National Geodetic Survey in March 1999..
 PP2174
 PP2174.The NAVD 88 height was computed by applying the VERTCON shift value to
 PP2174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PP2174
 PP2174.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP2174
 PP2174.The geoid height was determined by GEOID03.
 PP2174
 PP2174;                    North         East     Units Scale Factor Converg.
 PP2174;SPC WI C     -   131,562.431   434,671.728   MT  0.99994296   -1 28 46.8
 PP2174;SPC WI C     -   431,634.41  1,426,085.49   sFT  0.99994296   -1 28 46.8
 PP2174;UTM  15      - 4,983,135.343   571,163.787   MT  0.99966227   +0 38 18.4
 PP2174
 PP2174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP2174!SPC WI C     -   0.99994642  x   0.99994296  =   0.99988938
 PP2174!UTM  15      -   0.99994642  x   0.99966227  =   0.99960871
 PP2174
 PP2174|---------------------------------------------------------------------|
 PP2174| PID    Reference Object                     Distance      Geod. Az  |
 PP2174|                                                           dddmmss.s |
 PP2174| CJ3649 KENT RM 2                            21.141 METERS 05314     |
 PP2174| CJ3648 KENT RM 1                            33.403 METERS 07753     |
 PP2174| QO1454 BEAVER                              APPROX. 9.9 KM 2853337.1 |
 PP2174|---------------------------------------------------------------------|
 PP2174
 PP2174                          SUPERSEDED SURVEY CONTROL
 PP2174
 PP2174  NAD 83(1991)-  44 59 53.14239(N)    092 05 49.59934(W) AD(       ) 2
 PP2174  NAD 83(1986)-  44 59 53.13590(N)    092 05 49.60808(W) AD(       ) 2
 PP2174  NAD 27      -  44 59 53.26815(N)    092 05 48.94749(W) AD(       ) 2
 PP2174  NGVD 29 (07/19/86)  372.4    (m)         1222.     (f) VERT ANG       
 PP2174
 PP2174.Superseded values are not recommended for survey control.
 PP2174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2174.See file dsdata.txt to determine how the superseded data were derived.
 PP2174
 PP2174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK7116483135(NAD 83)
 PP2174_MARKER: DD = SURVEY DISK
 PP2174_SETTING: 0 = UNSPECIFIED SETTING
 PP2174
 PP2174  HISTORY     - Date     Condition        Report By
 PP2174  HISTORY     - 1972     MONUMENTED       USGS
 PP2174
 PP2174                          STATION DESCRIPTION
 PP2174
 PP2174'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (JSA)
 PP2174'STATION IS ABOUT 3.3 MI. S AND 1.4 MI. E. OF TOWN OF DOWNING, FROM
 PP2174'JUNCTION STATE HIGHWAY 170 AND COUNTY ROAD Q GOING N., T. 29N.,
 PP2174'R. 14 W., 293 FT. S. AND 247 FT. W., N 1/16 CORNER BETWEEN SECS. 16
 PP2174'AND 17.
 PP2174'
 PP2174'TO REACH FROM JUNCTION STATE HIGHWAY 170 AND COUNTY ROAD Q (NORTH),
 PP2174'GO E. ON STATE HIGHWAY 170 FOR 1.6 MI. TO CROSSROADS, GO S. 1.3 MI.,
 PP2174'E. 0.05 MI. TO T-RD. S., GO S. 1.3 MI. TO FORK, TAKE RIGHT FORK
 PP2174'AND CONTINUE 0.3 MI. TO END OF RD., GO 1.1 MI. W. TO TRAIL WSW.,
 PP2174'ABOUT 300 FT. S. OF T-RD. W., FOLLOW TRAIL ABOUT 245 FT. TO
 PP2174'STATION ON LEFT.
 PP2174'
 PP2174'STATION MARK STAMPED ET KENT 1972 IS 293 FT. S. AND 247
 PP2174'FT. W. CENTER LINE T-RD. W., 12 FT. N. AND 11 FT. W. OF NW. CORNER
 PP2174'OF SMALL WOODEN SHED, STATION SET ABOUT 18 IN. BELOW SURFACE.
 PP2174'
 PP2174'REFERENCE MARK NO. 1 STAMPED KENT NO 1 1972 IS 110 FT. ENE. OF
 PP2174'STATION, 11 FT. S. OF LONE CEDAR TREE, 14 FT. S. AND 48
 PP2174'FT. E. CENTER OF 6.5-IN. DIAMETER WELL.
 PP2174'
 PP2174'REFERENCE MARK NO. 2 STAMPED KENT NO 2 1972 IS ABOUT 69
 PP2174'FT. NE. OF STATION, 52 FT. W. OF LONE CEDAR TREE, 7 FT. NW. CENTER
 PP2174'OF 6.5-IN. DIAMETER WELL, SET 8 IN. BELOW SURFACE.
 PP2174'
 PP2174'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2-IN. COPPER COATED
 PP2174'RODS, CENTERED IN 6-IN. DIAMETER PLASTIC PIPE,12 IN. LONG AND
 PP2174'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  STATION MARK SET 18
 PP2174'IN. BELOW SURFACE.  REFERENCE MARK NO. 1 IS FLUSH WITH
 PP2174'SURFACE.  REFERENCE MARK NO. 2 SET ABOUT 8 IN BELOW SURFACE.
 PP2174'
 PP2174'NO AZIMUTH USED.
 PP2174'
 PP2174'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0722 ***********************************************************************
 OM0722  DESIGNATION -  KEOWNS
 OM0722  PID         -  OM0722
 OM0722  STATE/COUNTY-  WI/WASHINGTON
 OM0722  USGS QUAD   -  NEWBURG (1994)
 OM0722
 OM0722                         *CURRENT SURVEY CONTROL
 OM0722  ___________________________________________________________________
 OM0722* NAD 83(1991)-  43 23 32.04269(N)    088 06 25.72149(W)     ADJUSTED  
 OM0722* NAVD 88     -       318.     (meters)    1043.     (feet)  SCALED    
 OM0722  ___________________________________________________________________
 OM0722  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 OM0722  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 OM0722
 OM0722  HORZ ORDER  -  SECOND
 OM0722
 OM0722.The horizontal coordinates were established by classical geodetic methods
 OM0722.and adjusted by the National Geodetic Survey in November 1991..
 OM0722
 OM0722.The orthometric height was scaled from a topographic map.
 OM0722
 OM0722.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0722
 OM0722.The geoid height was determined by GEOID03.
 OM0722
 OM0722;                    North         East     Units Scale Factor Converg.
 OM0722;SPC WI S     -   156,404.207   753,336.330   MT  0.99993256   +1 18 02.1
 OM0722;SPC WI S     -   513,136.14  2,471,570.94   sFT  0.99993256   +1 18 02.1
 OM0722;UTM  16      - 4,804,968.413   410,334.261   MT  0.99969890   -0 45 38.3
 OM0722
 OM0722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0722!SPC WI S     -   0.99995562  x   0.99993256  =   0.99988818
 OM0722!UTM  16      -   0.99995562  x   0.99969890  =   0.99965453
 OM0722
 OM0722|---------------------------------------------------------------------|
 OM0722| PID    Reference Object                     Distance      Geod. Az  |
 OM0722|                                                           dddmmss.s |
 OM0722| CI9871 KEOWNS RM 1                          17.285 METERS 08502     |
 OM0722| OL0438 PORT WASH ST MARYS CATH CH          APPROX.19.3 KM 0900245.9 |
 OM0722| OL0449 SAUKVILLE MUNICIPAL TANK            APPROX.13.0 KM 0952132.0 |
 OM0722| OL0441 GRAFTON MUNICIPAL TANK              APPROX.14.6 KM 1214650.8 |
 OM0722| OL0442 GRAFTON ST JOSEPHS CATH CH          APPROX.15.3 KM 1215725.9 |
 OM0722| OL0444 CEDARBURG MUNICIPAL TANK            APPROX.14.1 KM 1354300.7 |
 OM0722| OM0727 CEDARBURG RAD STA KSD 96 MAST       APPROX.12.5 KM 1471344.8 |
 OM0722| CI9870 KEOWNS AZ MK                                       2420124.8 |
 OM0722| CI9872 KEOWNS RM 2                          17.359 METERS 27803     |
 OM0722| OM0733 WEST BEND RADIO STA WBKV MAST       APPROX. 5.7 KM 2915838.6 |
 OM0722| OM0735 WEST BEND MUNICIPAL TANK            APPROX. 7.4 KM 2922011.6 |
 OM0722| OM0731 WEST BEND WASH CO CTHSE SPIRE       APPROX. 6.9 KM 2965739.1 |
 OM0722| OM0734 BARTON MUNICIPAL TANK               APPROX. 8.1 KM 3083240.2 |
 OM0722| OM0732 BARTON ST MARYS CATH CH SPIRE       APPROX. 8.2 KM 3105552.2 |
 OM0722|---------------------------------------------------------------------|
 OM0722
 OM0722                          SUPERSEDED SURVEY CONTROL
 OM0722
 OM0722  NAD 83(1986)-  43 23 32.03244(N)    088 06 25.72859(W) AD(       ) 2
 OM0722  NAD 27      -  43 23 32.03100(N)    088 06 25.39500(W) AD(       ) 2
 OM0722
 OM0722.Superseded values are not recommended for survey control.
 OM0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0722.See file dsdata.txt to determine how the superseded data were derived.
 OM0722
 OM0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1033404968(NAD 83)
 OM0722_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0722
 OM0722  HISTORY     - Date     Condition        Report By
 OM0722  HISTORY     - 1953     MONUMENTED       CGS
 OM0722  HISTORY     - 1976     GOOD             NGS
 OM0722
 OM0722                          STATION DESCRIPTION
 OM0722
 OM0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0722'STATION IS LOCATED ON A PROMINENT BARE HILL ON THE PROPERTY
 OM0722'OF A. DAHLINGER ABOUT 4-1/2 MILES SOUTHEAST OF WEST BEND AND
 OM0722'ABOUT 0.3 MILE NORTH OF MR. DAHLINGERS FARM BUILDINGS.  IT
 OM0722'IS ABOUT 50 FEET SOUTH OF THE HIGHEST POINT OF THE HILL AND
 OM0722'8 FEET SOUTH OF A FENCE AND WHITE WITNESS POST.  THE MARK IS
 OM0722'FLUSH AND THE DISK IS STAMPED KEOWNS 1953.
 OM0722'
 OM0722'REFERENCE MARK NO. 1 IS 1 FOOT SOUTH OF THE FENCE.  THE MARK
 OM0722'IS FLUSH AND THE DISK IS STAMPED KEOWNS NO 1 1953.
 OM0722'
 OM0722'REFERENCE MARK NO. 2 IS 1 FOOT SOUTH OF THE FENCE.  THE MARK
 OM0722'IS FLUSH AND THE DISK IS STAMPED KEOWNS NO 2 1953.
 OM0722'
 OM0722'AZIMUTH MARK IS 35 FEET NORTH OF THE CENTER OF A PAVED ROAD,
 OM0722'12 FEET NORTH OF A POWER POLE, 10 FEET NORTH OF A WHITE WITNESS
 OM0722'POST AND 6 FEET EAST OF A FENCE.  THE DISK IS SET FLUSH IN
 OM0722'THE EAST END OF A 4 X 10 FOOT BOULDER WHICH IS ABOUT 2 FEET
 OM0722'HIGH AND IT IS STAMPED KEOWNS 1953.
 OM0722'
 OM0722'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND
 OM0722'STATE HIGHWAY 33 IN WEST BEND, GO SOUTH ON HIGHWAY 45 FOR
 OM0722'1.9 MILES TO A PAVED CROSSROAD.  TURN LEFT ON PAVED ROAD AND
 OM0722'GO EAST AND SOUTHEAST FOR 3.5 MILES TO THE AZIMUTH MARK ON
 OM0722'THE LEFT AS DESCRIBED.  CONTINUE EAST ON PAVED ROAD FOR 0.2
 OM0722'MILE TO A FARM LANE LEFT.  TURN LEFT ON FARM LANE AND GO 0.05
 OM0722'MILES TO FARM HOUSE.  GO LEFT AROUND HOUSE AND THEN NORTH UP
 OM0722'HILL THROUGH PASTURE FIELDS FOR ABOUT 0.3 MILE TO THE TOP
 OM0722'OF HILL AND THE STATION AS DESCRIBED.
 OM0722'
 OM0722'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 OM0722
 OM0722                          STATION RECOVERY (1976)
 OM0722
 OM0722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (KM)
 OM0722'KEOWNS 1953 RECOVERED GOOD.
 OM0722'
 OM0722'RMS AND AZ. MARKS ALL IN GOOD CONDITION.
 OM0722'
 OM0722'DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 S.E OF WEST BEND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0642 ***********************************************************************
 QM0642  DESIGNATION -  KETTLE HOLE
 QM0642  PID         -  QM0642
 QM0642  STATE/COUNTY-  WI/LANGLADE
 QM0642  USGS QUAD   -  PICKEREL (1973)
 QM0642
 QM0642                         *CURRENT SURVEY CONTROL
 QM0642  ___________________________________________________________________
 QM0642* NAD 83(1991)-  45 15 35.02968(N)    088 53 48.21748(W)     ADJUSTED  
 QM0642* NAVD 88     -       568.     (meters)    1864.     (feet)  SCALED    
 QM0642  ___________________________________________________________________
 QM0642  LAPLACE CORR-          -5.31  (seconds)                    DEFLEC99
 QM0642  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 QM0642
 QM0642  HORZ ORDER  -  FIRST
 QM0642
 QM0642.The horizontal coordinates were established by classical geodetic methods
 QM0642.and adjusted by the National Geodetic Survey in November 1991..
 QM0642
 QM0642.The orthometric height was scaled from a topographic map.
 QM0642
 QM0642.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0642
 QM0642.The geoid height was determined by GEOID03.
 QM0642
 QM0642;                    North         East     Units Scale Factor Converg.
 QM0642;SPC WI C     -   159,090.909   686,589.807   MT  0.99996309   +0 46 42.4
 QM0642;SPC WI C     -   521,950.76  2,252,586.73   sFT  0.99996309   +0 46 42.4
 QM0642;UTM  16      - 5,013,553.750   351,186.033   MT  0.99987230   -1 20 51.0
 QM0642
 QM0642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0642!SPC WI C     -   0.99991639  x   0.99996309  =   0.99987948
 QM0642!UTM  16      -   0.99991639  x   0.99987230  =   0.99978870
 QM0642
 QM0642:                Primary Azimuth Mark                     Grid Az
 QM0642:SPC WI C     -  KETTLE HOLE AZ MK                        087 34 57.8
 QM0642:UTM  16      -  KETTLE HOLE AZ MK                        089 42 31.2
 QM0642
 QM0642|---------------------------------------------------------------------|
 QM0642| PID    Reference Object                     Distance      Geod. Az  |
 QM0642|                                                           dddmmss.s |
 QM0642| CJ5165 KETTLE HOLE AZ MK                                  0882140.2 |
 QM0642| CJ5166 KETTLE HOLE RM 1                     25.597 METERS 22324     |
 QM0642| CJ5167 KETTLE HOLE RM 2                     21.912 METERS 31349     |
 QM0642|---------------------------------------------------------------------|
 QM0642
 QM0642                          SUPERSEDED SURVEY CONTROL
 QM0642
 QM0642  NAD 83(1986)-  45 15 35.03189(N)    088 53 48.22207(W) AD(       ) 1
 QM0642  NAD 27      -  45 15 35.15200(N)    088 53 47.83000(W) AD(       ) 1
 QM0642
 QM0642.Superseded values are not recommended for survey control.
 QM0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0642.See file dsdata.txt to determine how the superseded data were derived.
 QM0642
 QM0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR5118613554(NAD 83)
 QM0642_MARKER: DS = TRIANGULATION STATION DISK
 QM0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0642
 QM0642  HISTORY     - Date     Condition        Report By
 QM0642  HISTORY     - 1934     MONUMENTED       CGS
 QM0642
 QM0642                          STATION DESCRIPTION
 QM0642
 QM0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QM0642'STATION IS ABOUT 9 MILES NORTHWEST OF WHITE LAKE, ABOUT 4
 QM0642'MILES SOUTHWEST OF LILY, ABOUT 15 MILES NORTHEAST OF ANTIGO,
 QM0642'IN SEC. 17, T. 32 N., R. 13 E., ON LAND OWNED BY A LUMBER
 QM0642'COMPANY WHOSE HEADQUARTERS ARE IN WHITE LAKE, ABOUT 300
 QM0642'YARDS SOUTH OF THE FIRE TRAIL, ON THE HIGHEST POINT OF THE
 QM0642'MOST PROMINENT HILL IN THE VICINITY, AT SOUTH END OF BRUSHED-OUT
 QM0642'TRAIL, 7 FEET NORTH OF A 24-INCH BURNT-OVER MAPLE STUMP
 QM0642'THAT PROJECTS ABOUT 3 FEET, 20 FEET WEST OF AN 8-INCH MAPLE
 QM0642'TREE, 75 FEET SOUTH OF A 24-INCH MAPLE THAT IS PARTIALLY
 QM0642'DEAD.  THE MARK PROJECTS 2 INCHES.
 QM0642'
 QM0642'TO REACH FROM THE INTERSECTION OF 5TH AVENUE AND SUPERIOR
 QM0642'STREET IN ANTIGO, GO NORTH ON STATE HIGHWAYS 26 AND 47 FOR
 QM0642'5.45 MILES TO NEVA CORNERS, THENCE EAST ON COUNTY HIGHWAY
 QM0642'B 6.75 MILES TO INTERSECTION WITH COUNTY HIGHWAY E, THENCE
 QM0642'CONTINUE EAST ON COUNTY HIGHWAY E FOR 4.8 MILES TO WHERE
 QM0642'IT TURNS LEFT AT A CROSSROADS, THENCE LEFT ON COUNTY HIGHWAY
 QM0642'E FOR 1.6 MILES TO THE FIRE TRAIL ON RIGHT.  THERE IS A
 QM0642'TRIANGULAR BLAZE ON A 6-INCH ELM TREE THAT STANDS ABOUT 30 FEET
 QM0642'SOUTH OF GATE TO FIRE TRAIL.  FOLLOW UP FIRE TRAIL 0.5
 QM0642'MILE TO A GATE IN CUT, CONTINUE ON FIRE TRAIL 0.45 MILE
 QM0642'TO WHERE FIRE TRAIL GOES OVER SADDLE.  THIS IS AS FAR AS
 QM0642'TRUCK CAN BE DRIVEN.  THERE IS A BRUSHED OUT TRAIL THAT LEADS
 QM0642'SOUTHWARD TO THE STATION FROM THIS POINT.  CONTINUE IN
 QM0642'A GENERAL SOUTHERLY DIRECTION ABOUT 200 YARDS TO A
 QM0642'SLIGHT CURVE TO THE SOUTHEAST, THENCE SOUTHEAST ABOUT 100
 QM0642'YARDS TO THE TOP OF HILL AND STATION.
 QM0642'
 QM0642'REFERENCE MARK NO. 1 IS SOUTHWEST OF STATION, 44 FEET NORTEAST
 QM0642'OF A TALL 24-INCH MAPLE STUB, 2 FEET EAST-SOUTHEAST OF A
 QM0642'10-INCH MAPLE STUB, AND PROJECTS 4 INCHES.
 QM0642'
 QM0642'REFERENCE MARK NO. 2 IS NORTHWEST OF STATION, IN BRUSHED-OUT
 QM0642'TRAIL THAT LEADS TO STATION, 110.92 FEET NORTH OF REFERENCE
 QM0642'MARK NO. 1, AND PROJECTS 5 INCHES.
 QM0642'
 QM0642'AZIMUTH MARK IS EAST OF STATION, ABOUT 100 FEET NORTH OF
 QM0642'THE FIRE TRAIL, NEAR THE WEST END, AND ON THE SOUTH SIDE
 QM0642'OF A PROMINENT RIDGE, ABOUT 0.35 MILE EAST ALONG FIRE TRAIL
 QM0642'FROM THE POINT WHERE THE BRUSHED-OUT TRAIL LEADS TO THE STATION,
 QM0642'AND PROJECTS 3 INCHES.
 QM0642'
 QM0642'A 100-FOOT SIGNAL AT BRYANT IS VISIBLE FROM THE GROUND.
 QM0642'
 QM0642'AN 87-FOOT SIGNAL AT MORSE COMES INTO VIEW AT 30 FEET.
 QM0642'
 QM0642'A 100-FOOT SIGNAL AT ADA IS VISIBLE FROM THE GROUND.
 QM0642'
 QM0642'A 74-FOOT SIGNAL AT NINE MILE COMES INTO VIEW AT 20 FEET.
 QM0642'
 QM0642'SURFACE, UNDERGROUND, REFERENCE MARK AND AZIMUTH MARKS ARE
 QM0642'STANDARD BRONZE DISKS.
 QM0642'
 QM0642'HEIGHT OF LIGHT ABOVE STATION MARK - 74 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0730 ***********************************************************************
 OM0730  DESIGNATION -  KEWASKUM
 OM0730  PID         -  OM0730
 OM0730  STATE/COUNTY-  WI/WASHINGTON
 OM0730  USGS QUAD   -  WEST BEND (1994)
 OM0730
 OM0730                         *CURRENT SURVEY CONTROL
 OM0730  ___________________________________________________________________
 OM0730* NAD 83(1991)-  43 29 36.79742(N)    088 13 32.36989(W)     ADJUSTED  
 OM0730* NAVD 88     -       355.     (meters)    1165.     (feet)  SCALED    
 OM0730  ___________________________________________________________________
 OM0730  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 OM0730  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 OM0730
 OM0730  HORZ ORDER  -  SECOND
 OM0730
 OM0730.The horizontal coordinates were established by classical geodetic methods
 OM0730.and adjusted by the National Geodetic Survey in November 1991..
 OM0730
 OM0730.The orthometric height was scaled from a topographic map.
 OM0730
 OM0730.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0730
 OM0730.The geoid height was determined by GEOID03.
 OM0730
 OM0730;                    North         East     Units Scale Factor Converg.
 OM0730;SPC WI S     -   167,446.673   743,497.802   MT  0.99993384   +1 13 09.0
 OM0730;SPC WI S     -   549,364.63  2,439,292.37   sFT  0.99993384   +1 13 09.0
 OM0730;UTM  16      - 4,816,355.184   400,901.528   MT  0.99972080   -0 50 37.2
 OM0730
 OM0730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0730!SPC WI S     -   0.99994982  x   0.99993384  =   0.99988367
 OM0730!UTM  16      -   0.99994982  x   0.99972080  =   0.99967064
 OM0730
 OM0730|---------------------------------------------------------------------|
 OM0730| PID    Reference Object                     Distance      Geod. Az  |
 OM0730|                                                           dddmmss.s |
 OM0730| CI9876 KEWASKUM RM 1                        15.670 METERS 05240     |
 OM0730| CI9878 KEWASKUM RM 3                         3.042 METERS 07311     |
 OM0730| CI9880 KEWASKUM AZ RM 5                                   0771203.5 |
 OM0730| CI9879 KEWASKUM RM 4                         6.393 METERS 13925     |
 OM0730| OM0735 WEST BEND MUNICIPAL TANK            APPROX. 8.9 KM 1614733.2 |
 OM0730| CI9877 KEWASKUM RM 2                        11.351 METERS 16659     |
 OM0730| OM0683 CAMPBELLSPORT MUNICIPAL TANK        APPROX.12.3 KM 3383444.6 |
 OM0730| OM0676 KEWASKUM MUNICIPAL TANK             APPROX. 3.3 KM 3565851.1 |
 OM0730|---------------------------------------------------------------------|
 OM0730
 OM0730                          SUPERSEDED SURVEY CONTROL
 OM0730
 OM0730  NAD 83(1986)-  43 29 36.78766(N)    088 13 32.37564(W) AD(       ) 2
 OM0730  NAD 27      -  43 29 36.79700(N)    088 13 32.03200(W) AD(       ) 2
 OM0730
 OM0730.Superseded values are not recommended for survey control.
 OM0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0730.See file dsdata.txt to determine how the superseded data were derived.
 OM0730
 OM0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0090216355(NAD 83)
 OM0730_MARKER: DS = TRIANGULATION STATION DISK
 OM0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0730
 OM0730  HISTORY     - Date     Condition        Report By
 OM0730  HISTORY     - 1953     MONUMENTED       CGS
 OM0730  HISTORY     - 1968     GOOD             CGS
 OM0730  HISTORY     - 1973     GOOD             USGS
 OM0730  HISTORY     - 1973     GOOD             ALSTER
 OM0730  HISTORY     - 1974     GOOD             NGS
 OM0730
 OM0730                          STATION DESCRIPTION
 OM0730
 OM0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0730'STATION IS LOCATED AT THE TOP OF A STEEP HILL ON THE PROPERTY OF
 OM0730'WILLIAM BECKER ABOUT 6 MILES NORTHWEST OF WEST BEND AND ABOUT
 OM0730'2 MILES SOUTH OF KEWASKUM.  IT IS 43 FEET NORTHWEST OF A 36
 OM0730'INCH BASSWOOD TREE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 OM0730'KEWASKUM 1953.
 OM0730'
 OM0730'REFERENCE MARK NO. 1 IS 83 FEET NORTH OF THE BASSWOOD TREE.
 OM0730'THE MARK IS A 3 X 3 FOOT BOULDER PROJECTING ABOUT 1 FOOT.  THE
 OM0730'DISK IS SET FLUSH IN A DRILLHOLE IN THE TOP OF THE BOULDER
 OM0730'AND IT IS STAMPED KEWASKUM NO 1 1953.
 OM0730'
 OM0730'REFERENCE MARK NO. 2 IS 7 FEET NORTH OF THE BASSWOOD TREE.
 OM0730'THE MARK IS FLUSH AND THE DISK IS STAMPED KEWASKUM NO 2 1953.
 OM0730'
 OM0730'NO AZIMUTH MARK WAS SET AT THIS STATION.
 OM0730'
 OM0730'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND
 OM0730'STATE HIGHWAY 28 IN KEWASKUM, GO SOUTH ON HIGHWAY 45 FOR 1.7
 OM0730'MILES TO A GRAVEL CROSSROAD.  TURN RIGHT AND GO WEST ON GRAVEL
 OM0730'ROAD FOR 0.25 MILE TO A GRAVEL CROSSROAD.  TURN LEFT AND GO
 OM0730'SOUTH ON GRAVEL ROAD FOR 0.35 MILE TO A GATE INTO PASTURE
 OM0730'FIELD ON THE RIGHT JUST AFTER PASSING MR. BECKERS FARM BUILDINGS
 OM0730'ON THE LEFT.  TURN RIGHT INTO PASTURE AND AND GO SOUTHWEST
 OM0730'AND WEST ACROSS FIELD AND UP VERY STEEP HILL TO TOP OF HILL
 OM0730'AND THE STATION AS DESCRIBED.
 OM0730'
 OM0730'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OM0730
 OM0730                          STATION RECOVERY (1968)
 OM0730
 OM0730'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 OM0730'THE STATION MARK WAS FOUND IN GOOD CONDITION.  REFERENCE MARK
 OM0730'1 WAS TORN OUT BY GRADING AND THE DISK WAS MAILED IN.  REFERENCE
 OM0730'MARK 2 WAS NOT FOUND AND IS ASSUMED TORN OUT BY GRADING ALSO.
 OM0730'THE HILL IS NOW PART OF A SKI LIFT AND RUN.  A NEW DESCRIPTION
 OM0730'FOLLOWS.
 OM0730'
 OM0730'STATION IS LOCATED NEAR THE EAST SLOPE OF A STEEP HILL USED
 OM0730'AS A SKI RUN ABOUT 2 MILES SOUTH OF KEWASKUM.  THE SLOPE IS
 OM0730'OWNED AND OPERATED BY THE WUNDERBURG RECREATIONAL AREA.  IT IS
 OM0730'145 FEET EAST OF THE WEST END OF A SKI LIFT AND TURN-AROUND,
 OM0730'129 FEET EAST OF OF A SMALL BUILDING HOUSING SKI LIFT CONTROLS,
 OM0730'22 FEET NORTHWEST OF THE SOUTH STEEL LEG OF THE LIFT, 12 FEET
 OM0730'NORTH OF THE APPROXIMATE CENTER OF THE LIFT, 8 FEET WEST OF
 OM0730'THE NORTH LEG OF THE LIFT, AND 1 FOOT NORTHEAST OF A METAL
 OM0730'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 OM0730'KEWASKUM 1953.
 OM0730'
 OM0730'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND
 OM0730'STATE HIGHWAY 28 IN KEWASKUM, GO SOUTH ON HIGHWAY 45 FOR 1.7
 OM0730'MILES TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO WEST ON BADGER
 OM0730'ROAD FOR 0.25 MILE TO A PAVED CROSSROAD.  TURN LEFT AND GO
 OM0730'SOUTH ON PROSPECT DRIVE FOR 0.35 TO WUNDERBURG SKI LODGE ON
 OM0730'THE RIGHT.  TURN RIGHT AT THE LODGE AND GO WEST UP STEEP HILL
 OM0730'TO THE HIGHEST POINT AND THE STATION.
 OM0730'
 OM0730'REFERENCE MARK 3 IS A STANDARD DISK STAMPED KEWASKUM 1953 NO 3
 OM0730'1968 SET IN A DRILL HOLE IN THE CONCRETE BASE OF THE NORTH
 OM0730'LEG OF THE SKI LIFT.  THE DISK IS 1 FOOT EAST OF THE NORTH LEG.
 OM0730'
 OM0730'REFERENCE MARK 4 IS A STANDARD DISK STAMPED KEWASKUM 1953 NO 4
 OM0730'1968 SET IN A DRILL HOLE IN THE CONCRETE BASE OF THE SOUTH
 OM0730'LEG OF THE SKI LIFT.  IT IS 1 FOOT NORTH OF THE SOUTH LEG.
 OM0730'
 OM0730'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 OM0730'
 OM0730'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 OM0730'SOUTH OF KEWASKUM
 OM0730
 OM0730                          STATION RECOVERY (1973)
 OM0730
 OM0730'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 OM0730'ALL SURFACE MARKS FOUND IN GOOD CONDITION.  AZIMUTH MARK WAS
 OM0730'OBSCURED BY A BUILDING.  DESCRIPTION ADEQUATE.
 OM0730
 OM0730                          STATION RECOVERY (1973)
 OM0730
 OM0730'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1973
 OM0730'STATION FOUND IN GOOD CONDITION ABOUT 0.1 FOOT UNDERGROUND.
 OM0730'WITNESS POST SET ONE FOOT WSW OF STATION.  R.M. 1 AND R.M. 2
 OM0730'WERE DESTROYED.  KEWASKUM MUNICIPAL TANK NOT VISIBLE.  PROPERTY
 OM0730'OWNED NOW BY SUNBURT SKI LODGE.
 OM0730
 OM0730                          STATION RECOVERY (1974)
 OM0730
 OM0730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 OM0730'THE STATION MARK AND REFERENCE MARKS 3 AND 4 WERE FOUND AS
 OM0730'DESCRIBED AND IN GOOD CONDITION.  THE LINE OF SIGHT TO THE
 OM0730'WATER TANK WAS OBSTRUCTED BY A BUILDING.  A TALL TRIPOD WAS
 OM0730'BUILT OVER THE STATION TO CLEAR THE BUILDING AND REFERENCE MARK
 OM0730'5 (1974 AZ. MK.) WAS SET SO THAT LOCAL SURVEYORS WOULD HAVE
 OM0730'A V.G. AZIMUTH MARK.  THE REFERENCE MARKS WERE NOT MEASURED
 OM0730'TO NOR CUT IN DUE TO HEAVY RAINS.  THE DESCRIPTION IS GOOD
 OM0730'WITH THE BELOW.
 OM0730'
 OM0730'THE STATION MARK IS NOW 2 FEET SOUTH OF THE SOUTH WALL OF A
 OM0730'SKI TOW BUILDING.
 OM0730'
 OM0730'REFERENCE MARK 5 IS 56 FEET EAST OF THE CENTERLINE OF U.S.
 OM0730'HIGHWAY 45.  1 FOOT WEST OF A METAL WITNESS POST, 53 FEET WEST
 OM0730'OF THE WEST RAIL OF RAILROAD TRACKS, 12 FEET NORTH OF THE
 OM0730'CENTERLINE OF A DIM ROAD AND 0.3 MILE SOUTH OF BADGER ROAD.
 OM0730'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED KEWASKUM
 OM0730'AZ 1953 NO 5 1974.
 OM0730'
 OM0730'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 OM0730'
 OM0730'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2
 OM0730'MILES SOUTH OF KEWASKUM
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6208 ***********************************************************************
 AI6208  DESIGNATION -  KEWASKUM C GPS
 AI6208  PID         -  AI6208
 AI6208  STATE/COUNTY-  WI/WASHINGTON
 AI6208  USGS QUAD   -  KEWASKUM (1974)
 AI6208
 AI6208                         *CURRENT SURVEY CONTROL
 AI6208  ___________________________________________________________________
 AI6208* NAD 83(1997)-  43 30 46.75027(N)    088 14 27.53516(W)     ADJUSTED  
 AI6208* NAVD 88     -       303.586  (meters)     996.02   (feet)  ADJUSTED  
 AI6208  ___________________________________________________________________
 AI6208  X           -     142,216.677 (meters)                     COMP
 AI6208  Y           -  -4,630,910.598 (meters)                     COMP
 AI6208  Z           -   4,369,193.151 (meters)                     COMP
 AI6208  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 AI6208  ELLIP HEIGHT-         268.59  (meters)          (11/17/00) GPS OBS
 AI6208  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 AI6208  DYNAMIC HT  -         303.517 (meters)     995.79  (feet)  COMP
 AI6208  MODELED GRAV-     980,385.0   (mgal)                       NAVD 88
 AI6208
 AI6208  HORZ ORDER  -  FIRST
 AI6208  VERT ORDER  -  SECOND    CLASS I
 AI6208  ELLP ORDER  -  THIRD     CLASS II
 AI6208
 AI6208.The horizontal coordinates were established by GPS observations
 AI6208.and adjusted by the National Geodetic Survey in July 2000..
 AI6208
 AI6208.The orthometric height was determined by differential leveling
 AI6208.and adjusted by the National Geodetic Survey in October 2000..
 AI6208
 AI6208.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6208
 AI6208.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6208
 AI6208.The ellipsoidal height was determined by GPS observations
 AI6208.and is referenced to NAD 83.
 AI6208
 AI6208.The geoid height was determined by GEOID03.
 AI6208
 AI6208.The dynamic height is computed by dividing the NAVD 88
 AI6208.geopotential number by the normal gravity value computed on the
 AI6208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6208.degrees latitude (g = 980.6199 gals.).
 AI6208
 AI6208.The modeled gravity was interpolated from observed gravity values.
 AI6208
 AI6208;                    North         East     Units Scale Factor Converg.
 AI6208;SPC WI S     -   169,578.667   742,213.168   MT  0.99993444   +1 12 31.1
 AI6208;SPC WI S     -   556,359.34  2,435,077.70   sFT  0.99993444   +1 12 31.1
 AI6208;UTM  16      - 4,818,531.579   399,694.729   MT  0.99972376   -0 51 16.2
 AI6208
 AI6208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6208!SPC WI S     -   0.99995788  x   0.99993444  =   0.99989233
 AI6208!UTM  16      -   0.99995788  x   0.99972376  =   0.99968165
 AI6208
 AI6208                          SUPERSEDED SURVEY CONTROL
 AI6208
 AI6208  ELLIP H (07/06/00)  268.59   (m)                       GP(       ) 2 1
 AI6208  NAVD 88 (07/06/00)  303.59   (m)          996.0    (f) LEVELING    3  
 AI6208
 AI6208.Superseded values are not recommended for survey control.
 AI6208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6208.See file dsdata.txt to determine how the superseded data were derived.
 AI6208
 AI6208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9969518532(NAD 83)
 AI6208_MARKER: DD = SURVEY DISK
 AI6208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6208_STAMPING: KEWASKUM C GPS 1999
 AI6208_MARK LOGO: WIDT  
 AI6208_PROJECTION: FLUSH
 AI6208_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6208+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2003
 AI6208
 AI6208  HISTORY     - Date     Condition        Report By
 AI6208  HISTORY     - 1999     MONUMENTED       WIDT
 AI6208  HISTORY     - 2002     GOOD             WIDT
 AI6208  HISTORY     - 20031108 GOOD             USPSQD
 AI6208
 AI6208                          STATION DESCRIPTION
 AI6208
 AI6208'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6208'THE STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) NORTH OF WEST BEND AND
 AI6208'1.6 KM (1.00 MI) SOUTHWEST KEWASKUM.  OWNERSHIP--TOWN OF KEWASKUM. TO
 AI6208'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 45 (FOND DU LAC
 AI6208'AVENUE) WITH STATE HIGHWAY 28 (MAIN STREET) IN THE VILLAGE OF
 AI6208'KEWASKUM, GO SOUTH ON US HIGHWAY 45 (FOND DU LAC AVENUE) FOR 0.8 KM
 AI6208'(0.50 MI) TO COUNTY HIGHWAY H ON THE RIGHT, TURN RIGHT AND GO WEST ON
 AI6208'COUNTY HIGHWAY H FOR 1.4 KM (0.85 MI) TO KETTLE VIEW ROAD ON THE LEFT,
 AI6208'TURN LEFT AND GO SOUTH ON KETTLE VIEW ROAD FOR 0.08 KM (0.05 MI) TO
 AI6208'THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 AI6208'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK STAMPED
 AI6208'--KEWASKUM C GPS 1999-- AND SET IN THE TOP OF A 41 CM (16-INCH)
 AI6208'DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 1 M (3.3 FT)
 AI6208'ABOVE THE ROAD PAVEMENT.  THE STATION IS 6.3 M (20.7 FT) EAST OF THE
 AI6208'CENTERLINE OF KETTLE VIEW ROAD, 43 M (141.1 FT) SOUTH OF THE
 AI6208'CENTERLINE OF PRIVATE ENTRANCE --8891--, 24.7 M (81.0 FT) SOUTHEAST OF
 AI6208'POWER POLE --55-12223--, 2 M (6.6 FT) WEST OF A CULTIVATED FIELD, AND
 AI6208'1.5 M (4.9 FT) WEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 AI6208'STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES
 AI6208'ABOVE THE HORIZON.
 AI6208
 AI6208                          STATION RECOVERY (2002)
 AI6208
 AI6208'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (DJH)
 AI6208'RECOVERED AS DESCRIBED.  ---NOTE---THE STATION IS NOW 1.2 M SOUTH AND
 AI6208'1.0 M NORTH OF TWO 4X4 ORANGE PLASTIC WITNESS POSTS.
 AI6208
 AI6208                          STATION RECOVERY (2003)
 AI6208
 AI6208'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0676 ***********************************************************************
 OM0676  DESIGNATION -  KEWASKUM MUNICIPAL TANK
 OM0676  PID         -  OM0676
 OM0676  STATE/COUNTY-  WI/WASHINGTON
 OM0676  USGS QUAD   -  KEWASKUM (1974)
 OM0676
 OM0676                         *CURRENT SURVEY CONTROL
 OM0676  ___________________________________________________________________
 OM0676* NAD 83(1991)-  43 31 24.07472(N)    088 13 40.14558(W)     ADJUSTED  
 OM0676* NAVD 88     -                                                        
 OM0676  ___________________________________________________________________
 OM0676  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 OM0676  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 OM0676
 OM0676  HORZ ORDER  -  THIRD
 OM0676
 OM0676.The horizontal coordinates were established by classical geodetic methods
 OM0676.and adjusted by the National Geodetic Survey in November 1991..
 OM0676
 OM0676
 OM0676.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0676
 OM0676.The geoid height was determined by GEOID03.
 OM0676
 OM0676;                    North         East     Units Scale Factor Converg.
 OM0676;SPC WI S     -   170,752.769   743,252.796   MT  0.99993481   +1 13 03.6
 OM0676;SPC WI S     -   560,211.38  2,438,488.55   sFT  0.99993481   +1 13 03.6
 OM0676;UTM  16      - 4,819,667.250   400,775.724   MT  0.99972110   -0 50 44.2
 OM0676
 OM0676                          SUPERSEDED SURVEY CONTROL
 OM0676
 OM0676  NAD 83(1986)-  43 31 24.06496(N)    088 13 40.15086(W) AD(       ) 4
 OM0676  NAD 27      -  43 31 24.08100(N)    088 13 39.80700(W) AD(       ) 3
 OM0676
 OM0676.Superseded values are not recommended for survey control.
 OM0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0676.See file dsdata.txt to determine how the superseded data were derived.
 OM0676
 OM0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0077619667(NAD 83)
 OM0676_MARKER: 51 = TANK
 OM0676
 OM0676  HISTORY     - Date     Condition        Report By
 OM0676  HISTORY     - 1953     FIRST OBSERVED   CGS
 OM0676  HISTORY     - 1973     GOOD             ALSTER
 OM0676  HISTORY     - 1984     GOOD             WIDT
 OM0676  HISTORY     - 20021214 GOOD             USPSQD
 OM0676
 OM0676                          STATION DESCRIPTION
 OM0676
 OM0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0676'STATION IS A BALL AT THE TOP OF THE MUNICIPAL WATER TANK,
 OM0676'LOCATED IN THE NORTHEAST SECTION OF KEWASKUM ABOUT 200 FEET
 OM0676'NORTHWEST OF THE INTERSECTION OF TOWER STREET AND 2ND STREET.
 OM0676'IT IS A FOUR-LEGGED STEEL STRUCTURE ABOUT 156 FEET HIGH AND
 OM0676'IS PAINTED SILVER.
 OM0676
 OM0676                          STATION RECOVERY (1973)
 OM0676
 OM0676'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1973 (CH)
 OM0676'KEWASKUM (W.T.)-GOOD - DESCRIPTION OK, EXCEPT TOWER STREET
 OM0676'IS NOW RAILROAD STREET
 OM0676
 OM0676                          STATION RECOVERY (1984)
 OM0676
 OM0676'RECOVERY NOTE BY WI DEPT OF TRANSP 1984 (RH)
 OM0676'STATION FOUND GOOD.
 OM0676
 OM0676                          STATION RECOVERY (2002)
 OM0676
 OM0676'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0676'RECOVERED IN GOOD CONDITION.  IT IS NORTH OF 2ND STREET BETWEEN
 OM0676'RAILROAD STREET AND RIDGE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0433 ***********************************************************************
 PM0433  DESIGNATION -  KEWAUNEE
 PM0433  PID         -  PM0433
 PM0433  STATE/COUNTY-  WI/KEWAUNEE
 PM0433  USGS QUAD   -  KEWAUNEE (1978)
 PM0433
 PM0433                         *CURRENT SURVEY CONTROL
 PM0433  ___________________________________________________________________
 PM0433* NAD 83(1991)-  44 27 08.06262(N)    087 30 41.20625(W)     ADJUSTED  
 PM0433* NAVD 88     -       213.     (meters)     699.     (feet)  SCALED    
 PM0433  ___________________________________________________________________
 PM0433  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 PM0433  GEOID HEIGHT-         -36.23  (meters)                     GEOID03
 PM0433
 PM0433  HORZ ORDER  -  THIRD
 PM0433
 PM0433.The horizontal coordinates were established by classical geodetic methods
 PM0433.and adjusted by the National Geodetic Survey in November 1991..
 PM0433
 PM0433.The orthometric height was scaled from a topographic map.
 PM0433
 PM0433.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0433
 PM0433.The geoid height was determined by GEOID03.
 PM0433
 PM0433;                    North         East     Units Scale Factor Converg.
 PM0433;SPC WI C     -    71,806.366   798,037.736   MT  0.99996791   +1 45 21.1
 PM0433;SPC WI C     -   235,584.72  2,618,228.81   sFT  0.99996791   +1 45 21.1
 PM0433;UTM  16      - 4,922,231.286   459,307.990   MT  0.99962036   -0 21 29.4
 PM0433
 PM0433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0433!SPC WI C     -   0.99997229  x   0.99996791  =   0.99994020
 PM0433!UTM  16      -   0.99997229  x   0.99962036  =   0.99959266
 PM0433
 PM0433|---------------------------------------------------------------------|
 PM0433| PID    Reference Object                     Distance      Geod. Az  |
 PM0433|                                                           dddmmss.s |
 PM0433| CJ5169 KEWAUNEE RM 1                        25.166 METERS 09752     |
 PM0433| CJ5168 KEWAUNEE AZ MK                                     2613937.5 |
 PM0433| CJ5170 KEWAUNEE RM 2                        28.123 METERS 34308     |
 PM0433|---------------------------------------------------------------------|
 PM0433
 PM0433                          SUPERSEDED SURVEY CONTROL
 PM0433
 PM0433  NAD 83(1986)-  44 27 08.05356(N)    087 30 41.19183(W) AD(       ) 3
 PM0433  NAD 27      -  44 27 08.05900(N)    087 30 40.89600(W) AD(       ) 3
 PM0433
 PM0433.Superseded values are not recommended for survey control.
 PM0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0433.See file dsdata.txt to determine how the superseded data were derived.
 PM0433
 PM0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5930822231(NAD 83)
 PM0433_MARKER: DS = TRIANGULATION STATION DISK
 PM0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0433_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0433+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2006
 PM0433
 PM0433  HISTORY     - Date     Condition        Report By
 PM0433  HISTORY     - 1953     MONUMENTED       CGS
 PM0433  HISTORY     - 1974     GOOD             NGS
 PM0433  HISTORY     - 1977     GOOD             NGS
 PM0433  HISTORY     - 19950429 GOOD             USPSQD
 PM0433  HISTORY     - 20021222 MARK NOT FOUND   USPSQD
 PM0433  HISTORY     - 20040304 MARK NOT FOUND   USPSQD
 PM0433  HISTORY     - 20060626 GOOD             GEOCAC
 PM0433
 PM0433                          STATION DESCRIPTION
 PM0433
 PM0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0433'STATION IS LOCATED IN THE SOUTHWEST PART OF KEWAUNEE, AT THE
 PM0433'SOUTHWEST CORNER OF AN ATHLETIC FIELD AND AT THE INTERSECTION OF
 PM0433'FIRST STREET AND HENRY STREET.  IT IS 68 FEET NORTHEAST OF THE
 PM0433'CENTER OF THE INTERSECTION OF FIRST STREET AND HENRY STREET,
 PM0433'48 FEET EAST OF THE CENTER LINE OF FIRST STREET, 48 FEET NORTH OF
 PM0433'THE CENTER LINE OF HENRY STREET, AND 15 FEET NORTH OF THE CENTER OF A
 PM0433'CONCRETE SIDEWALK.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 PM0433'KEWAUNEE 1953.
 PM0433'
 PM0433'REFERENCE MARK NO. 1 IS 38 FEET SOUTH OF AN ATHLETIC FIELD FLOODLIGHT
 PM0433'POLE, 36 FEET NORTH OF THE CENTER OF HENRY STREET, AND 1 FOOT NORTH
 PM0433'OF THE NORTH EDGE OF A CONCRETE SIDEWALK.  THE MARK IS FLUSH AND THE
 PM0433'DISK IS STAMPED KEWAUNEE NO 1 1953.
 PM0433'
 PM0433'REFERENCE MARK NO. 2 IS 39 FEET WEST OF AN ATHLETIC FIELD FLOODLIGHT
 PM0433'POLE, 25 FEET EAST OF THE CENTER OF FIRST STREET, AND 1 FOOT EAST OF
 PM0433'THE EAST EDGE OF A CONCRETE SIDEWALK.  THE MARK IS FLUSH AND THE
 PM0433'DISK IS STAMPED KEWAUNEE NO 2 1953.
 PM0433'
 PM0433'THE AZIMUTH MARK IS 50 FEET NORTH OF THE CENTER OF A CURVE IN A
 PM0433'GRAVEL ROAD, 23 FEET NORTH OF A STONE BOUNDARY POST, 2 FEET NORTH OF
 PM0433'A TELEPHONE POLE, AND 2 FEET EAST OF A WHITE WITNESS POST.
 PM0433'THE MARK IS FLUSH AND THE DISK IS STAMPED KEWAUNEE 1953.
 PM0433'
 PM0433'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 29 AND
 PM0433'42 IN KEWAUNEE, GO WEST ON HIGHWAY 29 (ELLIS STREET) 0.45 MILE TO
 PM0433'THE INTERSECTION OF FIRST STREET.  TURN LEFT ONTO FIRST STREET AND
 PM0433'GO SOUTH 0.4 MILE TO THE T INTERSECTION WITH HENRY STREET AND TO
 PM0433'THE STATION ON THE LEFT.
 PM0433'
 PM0433'TO REACH THE AZIMUTH MARK, CONTINUE AHEAD SOUTHWARD 0.05 MILE TO A
 PM0433'CURVE TO THE RIGHT.  TURN RIGHT AND GO WESTWARD 0.5 MILE TO A CURVE
 PM0433'TO THE LEFT AND TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 PM0433'
 PM0433'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 PM0433
 PM0433                          STATION RECOVERY (1974)
 PM0433
 PM0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 PM0433'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE
 PM0433'AZIMUTH MARK WAS FOUND IN THE WAY OF UTILITY CONSTRUCTION,
 PM0433'OBSTRUCTED TO THE STATION BY TREES AND PERMISSION WAS GIVEN TO THE
 PM0433'CITY TO DESTROYED THE MARK.  THERE WAS NO SITE AVAILABLE FOR A
 PM0433'NEW AZIMUTH MARK NOR ANY OBJECT FROM WHICH TO SET ONE.  THE
 PM0433'DESCRIPTION IS GOOD.
 PM0433'
 PM0433'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT KEWAUNEE.
 PM0433
 PM0433                          STATION RECOVERY (1977)
 PM0433
 PM0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 PM0433'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE FOUND AND IN GOOD
 PM0433'CONDITION.  THE AZIMUTH MARK WAS NOT FOUND AND ASSUMED TO BE COVERED
 PM0433'BY PAVING MATERIAL.  THE COMPLETE AREA HAS BEEN CLEARED AND A NEW
 PM0433'HOUSING AREA BUILT.  THERE IS NO PLACE AT THIS TIME TO SET A NEW
 PM0433'AZIMUTH MARK AS THE TREES HAVE COMPLETELY COVERED THE STATION
 PM0433'SITE.  THE STATION WAS NOT OCCUPIED AS SOME LARGE SPRUCE TREES ARE
 PM0433'AT THE STATION SITE BLOCKING THE REFERENCE MARKS.
 PM0433'
 PM0433'THE 1953 DESCRIPTION IS ADEQUATE FOR TO RECOVER THE STATION.
 PM0433'
 PM0433'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT THE SOUTHWEST
 PM0433'EDGE OF KEWAUNEE.
 PM0433
 PM0433                          STATION RECOVERY (1995)
 PM0433
 PM0433'RECOVERY NOTE BY US POWER SQUADRON 1995
 PM0433'RECOVERED IN GOOD CONDITION.
 PM0433
 PM0433                          STATION RECOVERY (2002)
 PM0433
 PM0433'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0433'THE STATION AND AZIMUTH MARKS WERE NOT FOUND.  REFERENCE MARKS NO. 1
 PM0433'AND NO. 2 WERE FOUND IN GOOD CONDITION.
 PM0433
 PM0433                          STATION RECOVERY (2004)
 PM0433
 PM0433'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0433'MARK NOT FOUND.
 PM0433
 PM0433                          STATION RECOVERY (2006)
 PM0433
 PM0433'RECOVERY NOTE BY GEOCACHING 2006 (RON)
 PM0433'MARK IS 2 INCHES BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0434 ***********************************************************************
 PM0434  DESIGNATION -  KEWAUNEE HOLY ROSARY CATH CH
 PM0434  PID         -  PM0434
 PM0434  STATE/COUNTY-  WI/KEWAUNEE
 PM0434  USGS QUAD   -  KEWAUNEE (1978)
 PM0434
 PM0434                         *CURRENT SURVEY CONTROL
 PM0434  ___________________________________________________________________
 PM0434* NAD 83(1991)-  44 27 27.64945(N)    087 30 22.61920(W)     ADJUSTED  
 PM0434* NAVD 88     -                                                        
 PM0434  ___________________________________________________________________
 PM0434  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 PM0434  GEOID HEIGHT-         -36.24  (meters)                     GEOID03
 PM0434
 PM0434  HORZ ORDER  -  THIRD
 PM0434
 PM0434.The horizontal coordinates were established by classical geodetic methods
 PM0434.and adjusted by the National Geodetic Survey in November 1991..
 PM0434
 PM0434
 PM0434.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0434
 PM0434.The geoid height was determined by GEOID03.
 PM0434
 PM0434;                    North         East     Units Scale Factor Converg.
 PM0434;SPC WI C     -    72,423.252   798,429.919   MT  0.99996722   +1 45 34.2
 PM0434;SPC WI C     -   237,608.62  2,619,515.49   sFT  0.99996722   +1 45 34.2
 PM0434;UTM  16      - 4,922,833.075   459,722.518   MT  0.99961995   -0 21 16.5
 PM0434
 PM0434                          SUPERSEDED SURVEY CONTROL
 PM0434
 PM0434  NAD 83(1986)-  44 27 27.64051(N)    087 30 22.60458(W) AD(       ) 4
 PM0434  NAD 27      -  44 27 27.64400(N)    087 30 22.30900(W) AD(       ) 3
 PM0434
 PM0434.Superseded values are not recommended for survey control.
 PM0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0434.See file dsdata.txt to determine how the superseded data were derived.
 PM0434
 PM0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5972322833(NAD 83)
 PM0434_MARKER: 91 = CHURCH CROSS
 PM0434
 PM0434  HISTORY     - Date     Condition        Report By
 PM0434  HISTORY     - 1953     FIRST OBSERVED   CGS
 PM0434  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 PM0434
 PM0434                          STATION DESCRIPTION
 PM0434
 PM0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0434'STATION IS A GOLD CROSS ON TOP OF THE SPIRE OF THE HOLY ROSARY
 PM0434'CATHOLIC CHURCH, LOCATED ON A BLUFF IN THE CENTER OF KEWAUNEE ABOUT
 PM0434'200 FEET NORTH OF THE INTERSECTION OF KILBOURNE AND JUNEAU STREETS.
 PM0434'THE CHURCH IS CONSTRUCTED OF YELLOW BRICK.  THE SPIRE IS LIGHT
 PM0434'GREY AND RISES TO ABOUT 150 FEET ABOVE THE GROUND.
 PM0434
 PM0434                          STATION RECOVERY (1989)
 PM0434
 PM0434'RECOVERY NOTE BY US POWER SQUADRON 1989 (PHY)
 PM0434'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0432 ***********************************************************************
 PM0432  DESIGNATION -  KEWAUNEE SHOAL LIGHT
 PM0432  PID         -  PM0432
 PM0432  STATE/COUNTY-  WI/KEWAUNEE
 PM0432  USGS QUAD   -  
 PM0432
 PM0432                         *CURRENT SURVEY CONTROL
 PM0432  ___________________________________________________________________
 PM0432* NAD 83(1991)-  44 27 03.29710(N)    087 27 56.37840(W)     ADJUSTED  
 PM0432* NAVD 88     -                                                        
 PM0432  ___________________________________________________________________
 PM0432  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 PM0432  GEOID HEIGHT-         -36.25  (meters)                     GEOID03
 PM0432
 PM0432  HORZ ORDER  -  THIRD
 PM0432
 PM0432.The horizontal coordinates were established by classical geodetic methods
 PM0432.and adjusted by the National Geodetic Survey in November 1991..
 PM0432
 PM0432
 PM0432.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0432
 PM0432.The geoid height was determined by GEOID03.
 PM0432
 PM0432;                    North         East     Units Scale Factor Converg.
 PM0432;SPC WI C     -    71,772.032   801,684.740   MT  0.99996808   +1 47 17.4
 PM0432;SPC WI C     -   235,472.07  2,630,194.02   sFT  0.99996808   +1 47 17.4
 PM0432;SPC WI S     -   275,358.788   801,713.194   MT  1.00010077   +1 44 28.9
 PM0432;SPC WI S     -   903,406.29  2,630,287.37   sFT  1.00010077   +1 44 28.9
 PM0432;UTM  16      - 4,922,062.494   462,949.972   MT  0.99961688   -0 19 34.0
 PM0432
 PM0432                          SUPERSEDED SURVEY CONTROL
 PM0432
 PM0432  NAD 83(1986)-  44 27 03.28798(N)    087 27 56.36278(W) AD(       ) 4
 PM0432  NAD 27      -  44 27 03.29000(N)    087 27 56.09000(W) AD(       ) 3
 PM0432
 PM0432.Superseded values are not recommended for survey control.
 PM0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0432.See file dsdata.txt to determine how the superseded data were derived.
 PM0432
 PM0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ6295022062(NAD 83)
 PM0432_MARKER: 14 = NAVIGATION LIGHT
 PM0432
 PM0432  HISTORY     - Date     Condition        Report By
 PM0432  HISTORY     - 1953     FIRST OBSERVED   CGS
 PM0432  HISTORY     - 20021022 MARK NOT FOUND   USPSQD
 PM0432
 PM0432                          STATION DESCRIPTION
 PM0432
 PM0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0432'STATION IS A BLACK POLE ON TOP OF KEWAUNEE SHOAL LIGHT, LOCATED ABOUT
 PM0432'1.8 MILES EAST OF KEWAUNEE IN LAKE MICHIGAN.  THE LIGHT HAS A
 PM0432'SKELETON STEEL TOWER, PAINTED WHITE AND RISES TO ABOUT 50 FEET ABOVE
 PM0432'WATER LEVEL.  IT HAS A FLASHING WHITE LIGHT.  STATION IS LISTED
 PM0432'AS NO. 1676 IN THE U.S. COAST GUARD LIGHT LIST FOR THE GREAT LAKES.
 PM0432
 PM0432                          STATION RECOVERY (2002)
 PM0432
 PM0432'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0432'THE BLACK POLE ON TOP OF THE KEWAUNEE SHOAL LIGHT WAS NOT OBSERVED.
 PM0432'THE LIGHT IS ABOUT 1.8 MILES EAST OF KEWAUNEE IN LAKE MICHIGAN.  THE
 PM0432'LIGHT IS 43 FEET ABOVE THE WATER, IS SHOWN FROM A WHITE CYLINDRICAL
 PM0432'TOWER WITH GREEN BAND.  IT HAS A GREEN OCCULTING LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON1025 ***********************************************************************
 ON1025  DESIGNATION -  KEYESVILLE
 ON1025  PID         -  ON1025
 ON1025  STATE/COUNTY-  WI/RICHLAND
 ON1025  USGS QUAD   -  BEAR VALLEY (1983)
 ON1025
 ON1025                         *CURRENT SURVEY CONTROL
 ON1025  ___________________________________________________________________
 ON1025* NAD 83(1991)-  43 20 45.37937(N)    090 13 03.08849(W)     ADJUSTED  
 ON1025* NAVD 88     -       350.     (meters)    1148.     (feet)  SCALED    
 ON1025  ___________________________________________________________________
 ON1025  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 ON1025  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 ON1025
 ON1025  HORZ ORDER  -  SECOND
 ON1025
 ON1025.The horizontal coordinates were established by classical geodetic methods
 ON1025.and adjusted by the National Geodetic Survey in November 1991..
 ON1025
 ON1025.The orthometric height was scaled from a topographic map.
 ON1025
 ON1025.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1025
 ON1025.The geoid height was determined by GEOID03.
 ON1025
 ON1025;                    North         East     Units Scale Factor Converg.
 ON1025;SPC WI S     -   149,543.738   582,363.868   MT  0.99993301   -0 08 58.1
 ON1025;SPC WI S     -   490,628.08  1,910,638.79   sFT  0.99993301   -0 08 58.1
 ON1025;UTM  15      - 4,802,992.199   725,523.746   MT  1.00022569   +1 54 38.5
 ON1025
 ON1025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1025!SPC WI S     -   0.99995050  x   0.99993301  =   0.99988351
 ON1025!UTM  15      -   0.99995050  x   1.00022569  =   1.00017618
 ON1025
 ON1025|---------------------------------------------------------------------|
 ON1025| PID    Reference Object                     Distance      Geod. Az  |
 ON1025|                                                           dddmmss.s |
 ON1025| CI9882 KEYESVILLE RM 1                      27.784 METERS 00240     |
 ON1025| CI9883 KEYESVILLE RM 2                      12.519 METERS 08438     |
 ON1025| CI9881 KEYESVILLE AZ MK                                   1895458.3 |
 ON1025| ON1024 KEYESVILLE ST MARYS CATH CH         APPROX. 0.8 KM 1943100.1 |
 ON1025|---------------------------------------------------------------------|
 ON1025
 ON1025                          SUPERSEDED SURVEY CONTROL
 ON1025
 ON1025  NAD 83(1986)-  43 20 45.37153(N)    090 13 03.09158(W) AD(       ) 2
 ON1025  NAD 27      -  43 20 45.42830(N)    090 13 02.64100(W) AD(       ) 2
 ON1025
 ON1025.Superseded values are not recommended for survey control.
 ON1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1025.See file dsdata.txt to determine how the superseded data were derived.
 ON1025
 ON1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ2552402992(NAD 83)
 ON1025_MARKER: DS = TRIANGULATION STATION DISK
 ON1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1025
 ON1025  HISTORY     - Date     Condition        Report By
 ON1025  HISTORY     - 1958     MONUMENTED       CGS
 ON1025  HISTORY     - 1974     GOOD             USGS
 ON1025
 ON1025                          STATION DESCRIPTION
 ON1025
 ON1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 ON1025'THE STATION IS ABOUT 3-1/2 MILES EAST OF ITHACA AND ABOUT 1/2 MILE
 ON1025'NORTH OF THE KEYESVILLE CATHOLIC CHURCH AND CEMETERY.  IT IS IN
 ON1025'THE NORTHEAST 1/4 SEC. 14, T 10 N, R 2 E, ON PROPERTY OWNED BY
 ON1025'MR. A. HESS.  IT IS 93 FEET SOUTH OF A FENCE AND 178 FEET WEST
 ON1025'OF A GRAVELED FARM ROAD.  THE MONUMENT IS 10 INCHES BELOW THE
 ON1025'SURFACE OF THE GROUND AND THE DISK IS STAMPED KEYESVILLE 1958.
 ON1025'
 ON1025'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 58 AND
 ON1025'COUNTY ROAD N, IN ITHACA, GO NORTH ON HIGHWAY 58 FOR 0.25 MILE
 ON1025'TO A SIDE ROAD RIGHT (COUNTY ROAD N).  TURN RIGHT AND GO EAST
 ON1025'ON COUNTY ROAD N FOR 3.15 MILES TO A T ROAD.  TURN LEFT AND GO
 ON1025'NORTH ON GRAVELED ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE
 ON1025'RIGHT.  CONTINUE AHEAD FOR 0.3 MILE TO A GRAVELED SIDE ROAD
 ON1025'LEFT.  TURN LEFT AND GO NORTHWEST 0.05 MILE TO THE STATION ON THE
 ON1025'LEFT IN A CULTIVATED FIELD.
 ON1025'
 ON1025'REFERENCE MARK 1 IS 16 FEET SOUTH OF THE CENTERLINE OF A GRAVELED
 ON1025'ROAD AND 96 FEET EAST OF A TELEPHONE POLE.  THE MONUMENT PROJECTS
 ON1025'3 INCHES AND THE DISK IS STAMPED KEYESVILLE NO 1 1958.
 ON1025'
 ON1025'REFERENCE MARK 2 IS 138 FEET WEST OF THE CENTERLINE OF A GRAVELED
 ON1025'ROAD AND 92 FEET SOUTH OF A FENCE.  THE MONUMENT IS 10 INCHES
 ON1025'BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 ON1025'KEYESVILLE NO 2 1958.
 ON1025'
 ON1025'THE AZIMUTH MARK IS 28 FEET EAST OF THE CENTERLINE OF A GRAVELED
 ON1025'ROAD, 2 FEET WEST OF A WHITE WITNESS POST AND 5 FEET NORTHWEST
 ON1025'OF A POWER POLE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK
 ON1025'IS STAMPED KEYESVILLE 1958.
 ON1025'
 ON1025'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 ON1025
 ON1025                          STATION RECOVERY (1974)
 ON1025
 ON1025'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JFS)
 ON1025'ALL MKS. WERE FOUND IN GOOD CONDITION.  REF. MK. 1 HAS APPARENTLY
 ON1025'BEEN RESET WITHOUT POSITION.  THE REF. MK. IS NOW 14 FT. S. OF THE
 ON1025'CENTER OF THE E-W. GRAVEL ROAD, 142 FT. E. OF A POWER POLE AND
 ON1025'91.40 FT. N. OF THE STATION MK.  DISTANCE REF. MK. 1 TO REF. MK.
 ON1025'2 IS 93.62 FT.  THE STATION MK. IS 106 FT. S. OF CENTER OF THE
 ON1025'GRAVEL ROAD AND 162 FT. E-SE OF THE POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON1024 ***********************************************************************
 ON1024  DESIGNATION -  KEYESVILLE ST MARYS CATH CH
 ON1024  PID         -  ON1024
 ON1024  STATE/COUNTY-  WI/RICHLAND
 ON1024  USGS QUAD   -  BEAR VALLEY (1983)
 ON1024
 ON1024                         *CURRENT SURVEY CONTROL
 ON1024  ___________________________________________________________________
 ON1024* NAD 83(1991)-  43 20 20.89360(N)    090 13 11.77470(W)     ADJUSTED  
 ON1024* NAVD 88     -                                                        
 ON1024  ___________________________________________________________________
 ON1024  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 ON1024  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 ON1024
 ON1024  HORZ ORDER  -  THIRD
 ON1024
 ON1024.The horizontal coordinates were established by classical geodetic methods
 ON1024.and adjusted by the National Geodetic Survey in November 1991..
 ON1024
 ON1024
 ON1024.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1024
 ON1024.The geoid height was determined by GEOID03.
 ON1024
 ON1024;                    North         East     Units Scale Factor Converg.
 ON1024;SPC WI S     -   148,788.651   582,166.252   MT  0.99993313   -0 09 04.0
 ON1024;SPC WI S     -   488,150.77  1,909,990.45   sFT  0.99993313   -0 09 04.0
 ON1024;UTM  15      - 4,802,230.273   725,353.350   MT  1.00022474   +1 54 31.7
 ON1024
 ON1024                          SUPERSEDED SURVEY CONTROL
 ON1024
 ON1024  NAD 83(1986)-  43 20 20.88605(N)    090 13 11.77746(W) AD(       ) 4
 ON1024  NAD 27      -  43 20 20.94300(N)    090 13 11.32800(W) AD(       ) 3
 ON1024
 ON1024.Superseded values are not recommended for survey control.
 ON1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1024.See file dsdata.txt to determine how the superseded data were derived.
 ON1024
 ON1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ2535302230(NAD 83)
 ON1024_MARKER: 90 = CHURCH SPIRE
 ON1024
 ON1024  HISTORY     - Date     Condition        Report By
 ON1024  HISTORY     - 1958     FIRST OBSERVED   CGS
 ON1024
 ON1024                          STATION DESCRIPTION
 ON1024
 ON1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 ON1024'THE STATION IS THE CENTER OF THE TOP OF THE SPIRE, LOCATED IN
 ON1024'THE NORTH SECTION OF THE SMALL VILLAGE OF KEYESVILLE.  IT IS
 ON1024'A GREEN ROOF SPIRE WITH A WHITE CROSS ON THE TOP.  THE OVERALL
 ON1024'HEIGHT IS 70 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5065 ***********************************************************************
 DH5065  DESIGNATION -  KICKAPOO C GPS
 DH5065  PID         -  DH5065
 DH5065  STATE/COUNTY-  WI/VERNON
 DH5065  USGS QUAD   -  READSTOWN (1983)
 DH5065
 DH5065                         *CURRENT SURVEY CONTROL
 DH5065  ___________________________________________________________________
 DH5065* NAD 83(1997)-  43 26 45.21420(N)    090 46 22.38579(W)     ADJUSTED  
 DH5065* NAVD 88     -                                                        
 DH5065  ___________________________________________________________________
 DH5065  X           -     -62,564.179 (meters)                     COMP
 DH5065  Y           -  -4,637,748.479 (meters)                     COMP
 DH5065  Z           -   4,363,733.981 (meters)                     COMP
 DH5065  LAPLACE CORR-          -7.98  (seconds)                    DEFLEC99
 DH5065  ELLIP HEIGHT-         195.87  (meters)          (08/01/05) GPS OBS
 DH5065  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 DH5065
 DH5065  HORZ ORDER  -  FIRST
 DH5065  ELLP ORDER  -  SECOND    CLASS I
 DH5065
 DH5065.The horizontal coordinates were established by GPS observations
 DH5065.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5065
 DH5065
 DH5065.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5065
 DH5065.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5065
 DH5065.The ellipsoidal height was determined by GPS observations
 DH5065.and is referenced to NAD 83.
 DH5065
 DH5065.The geoid height was determined by GEOID03.
 DH5065
 DH5065;                    North         East     Units Scale Factor Converg.
 DH5065;SPC WI S     -   160,914.855   537,440.939   MT  0.99993285   -0 31 51.8
 DH5065;SPC WI S     -   527,934.82  1,763,254.15   sFT  0.99993285   -0 31 51.8
 DH5065;UTM  15      - 4,812,741.549   680,212.856   MT  0.99999950   +1 31 54.9
 DH5065
 DH5065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5065!SPC WI S     -   0.99996929  x   0.99993285  =   0.99990214
 DH5065!UTM  15      -   0.99996929  x   0.99999950  =   0.99996879
 DH5065
 DH5065                          SUPERSEDED SURVEY CONTROL
 DH5065
 DH5065.No superseded survey control is available for this station.
 DH5065
 DH5065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ8021312742(NAD 83)
 DH5065_MARKER: DD = SURVEY DISK
 DH5065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5065_STAMPING: KICKAPOO C GPS 2004
 DH5065_MARK LOGO: WIDT  
 DH5065_PROJECTION: FLUSH
 DH5065_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5065+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH5065
 DH5065  HISTORY     - Date     Condition        Report By
 DH5065  HISTORY     - 2003     MONUMENTED       WIDT
 DH5065  HISTORY     - 20051228 GOOD             WIDT
 DH5065
 DH5065                          STATION DESCRIPTION
 DH5065
 DH5065'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5065'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH5065'STATION FROM THE  JUNCTION OF US HIGHWAY 14, US HIGHWAY 61 NORTH AND
 DH5065'STATE HIGHWAY 131 NORTH WITH US  HIGHWAY 61 SOUTH AND STATE HIGHWAY
 DH5065'131 SOUTH IN THE VILLAGE OF READSTOWN, GO WEST ON  US HIGHWAY 14 AND
 DH5065'US HIGHWAY 61 NORTH FOR 0.3 MI TO THE STATION ON THE RIGHT.  THE
 DH5065'STATION IS A  BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH5065'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DH5065'CONCRETE POST ABOUT  LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DH5065'16.5 M NORTH OF THE CENTERLINE OF US  HIGHWAY 14 AND US HIGHWAY 61, 49
 DH5065'M EAST OF THE CENTERLINE OF KICKAPOO REALTY INSURANCE  ENTRANCE
 DH5065'--S7886-- AND 15.0 M WEST OF A METAL POST FOR A --R/W-- SIGN.
 DH5065'---NOTE---THIS  STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER
 DH5065'THAN 20 DEGREES ABOVE THE HORIZON.
 DH5065
 DH5065                          STATION RECOVERY (2005)
 DH5065
 DH5065'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5065'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5066 ***********************************************************************
 DH5066  DESIGNATION -  KICKAPOO S GPS
 DH5066  PID         -  DH5066
 DH5066  STATE/COUNTY-  WI/VERNON
 DH5066  USGS QUAD   -  SUGAR GROVE (1983)
 DH5066
 DH5066                         *CURRENT SURVEY CONTROL
 DH5066  ___________________________________________________________________
 DH5066* NAD 83(1997)-  43 25 31.32862(N)    090 41 10.61292(W)     ADJUSTED  
 DH5066* NAVD 88     -                                                        
 DH5066  ___________________________________________________________________
 DH5066  X           -     -55,574.098 (meters)                     COMP
 DH5066  Y           -  -4,639,509.598 (meters)                     COMP
 DH5066  Z           -   4,362,176.766 (meters)                     COMP
 DH5066  LAPLACE CORR-          -6.25  (seconds)                    DEFLEC99
 DH5066  ELLIP HEIGHT-         339.32  (meters)          (08/01/05) GPS OBS
 DH5066  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 DH5066
 DH5066  HORZ ORDER  -  FIRST
 DH5066  ELLP ORDER  -  SECOND    CLASS I
 DH5066
 DH5066.The horizontal coordinates were established by GPS observations
 DH5066.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5066
 DH5066
 DH5066.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5066
 DH5066.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5066
 DH5066.The ellipsoidal height was determined by GPS observations
 DH5066.and is referenced to NAD 83.
 DH5066
 DH5066.The geoid height was determined by GEOID03.
 DH5066
 DH5066;                    North         East     Units Scale Factor Converg.
 DH5066;SPC WI S     -   158,573.538   544,431.896   MT  0.99993264   -0 28 17.6
 DH5066;SPC WI S     -   520,253.35  1,786,190.31   sFT  0.99993264   -0 28 17.6
 DH5066;UTM  15      - 4,810,653.207   687,284.140   MT  1.00003147   +1 35 27.4
 DH5066
 DH5066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5066!SPC WI S     -   0.99994679  x   0.99993264  =   0.99987944
 DH5066!UTM  15      -   0.99994679  x   1.00003147  =   0.99997826
 DH5066
 DH5066                          SUPERSEDED SURVEY CONTROL
 DH5066
 DH5066.No superseded survey control is available for this station.
 DH5066
 DH5066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ8728410653(NAD 83)
 DH5066_MARKER: DD = SURVEY DISK
 DH5066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5066_STAMPING: KICKAPOO S GPS 2004
 DH5066_MARK LOGO: WIDT  
 DH5066_PROJECTION: FLUSH
 DH5066_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5066+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH5066
 DH5066  HISTORY     - Date     Condition        Report By
 DH5066  HISTORY     - 2003     MONUMENTED       WIDT
 DH5066  HISTORY     - 20051228 GOOD             WIDT
 DH5066
 DH5066                          STATION DESCRIPTION
 DH5066
 DH5066'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5066'OWNERSHIP--TOWN OF KICKAPOO.  TO REACH THE STATION FROM THE JUNCTION
 DH5066'OF US HIGHWAY 14  WITH COUNTY HIGHWAY X AND CHURCH ROAD, ABOUT 4 MI
 DH5066'EAST-SOUTHEAST OF THE VILLAGE OF  READSTOWN, GO SOUTH ON COUNTY
 DH5066'HIGHWAY X FOR 0.05 MI TO SUGAR GROVE ROAD ON THE RIGHT,  TURN RIGHT
 DH5066'AND GO WEST ON SUGAR GROVE ROAD FOR 0.1 MI TO THE STATION ON THE
 DH5066'RIGHT.  THE  STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH5066'TRANSPORTATION GEODETIC SURVEY CONTROL  STATION DISK SET IN THE TOP OF
 DH5066'A 41-CM ROUND CONCRETE POST ABOUT LEVEL WITH THE ROAD  PAVEMENT.  THE
 DH5066'STATION IS 7.4 M NORTH OF THE CENTERLINE OF SUGAR GROVE ROAD, 49.8 M
 DH5066'EAST  OF A POWER POLE, 42.7 M WEST-NORTHWEST OF A POWER POLE, 1.6 M
 DH5066'SOUTH OF A BARBED WIRE  FENCE, AND 1.0 M SOUTH, NORTHEAST, AND
 DH5066'NORTHWEST OF THREE ORANGE 4X4 PLASTIC WITNESS  POSTS.  ---NOTE---THIS
 DH5066'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15  DEGREES
 DH5066'ABOVE THE HORIZON.
 DH5066
 DH5066                          STATION RECOVERY (2005)
 DH5066
 DH5066'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5066'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5157 ***********************************************************************
 DH5157  DESIGNATION -  KICKAPOO W GPS
 DH5157  PID         -  DH5157
 DH5157  STATE/COUNTY-  WI/VERNON
 DH5157  USGS QUAD   -  READSTOWN (1983)
 DH5157
 DH5157                         *CURRENT SURVEY CONTROL
 DH5157  ___________________________________________________________________
 DH5157* NAD 83(1997)-  43 28 51.96669(N)    090 47 09.25331(W)     ADJUSTED  
 DH5157* NAVD 88     -                                                        
 DH5157  ___________________________________________________________________
 DH5157  X           -     -63,582.415 (meters)                     COMP
 DH5157  Y           -  -4,635,142.397 (meters)                     COMP
 DH5157  Z           -   4,366,667.158 (meters)                     COMP
 DH5157  LAPLACE CORR-          -8.53  (seconds)                    DEFLEC99
 DH5157  ELLIP HEIGHT-         332.28  (meters)          (08/01/05) GPS OBS
 DH5157  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 DH5157
 DH5157  HORZ ORDER  -  FIRST
 DH5157  ELLP ORDER  -  SECOND    CLASS I
 DH5157
 DH5157.The horizontal coordinates were established by GPS observations
 DH5157.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5157
 DH5157
 DH5157.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5157
 DH5157.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5157
 DH5157.The ellipsoidal height was determined by GPS observations
 DH5157.and is referenced to NAD 83.
 DH5157
 DH5157.The geoid height was determined by GEOID03.
 DH5157
 DH5157;                    North         East     Units Scale Factor Converg.
 DH5157;SPC WI S     -   164,836.054   536,424.067   MT  0.99993352   -0 32 24.0
 DH5157;SPC WI S     -   540,799.62  1,759,917.96   sFT  0.99993352   -0 32 24.0
 DH5157;UTM  15      - 4,816,623.839   679,055.381   MT  0.99999438   +1 31 26.2
 DH5157
 DH5157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5157!SPC WI S     -   0.99994790  x   0.99993352  =   0.99988142
 DH5157!UTM  15      -   0.99994790  x   0.99999438  =   0.99994228
 DH5157
 DH5157                          SUPERSEDED SURVEY CONTROL
 DH5157
 DH5157.No superseded survey control is available for this station.
 DH5157
 DH5157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7905516624(NAD 83)
 DH5157_MARKER: DD = SURVEY DISK
 DH5157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5157_STAMPING: KICKAPOO W GPS 2004
 DH5157_MARK LOGO: WIDT  
 DH5157_PROJECTION: FLUSH
 DH5157_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5157+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5157
 DH5157  HISTORY     - Date     Condition        Report By
 DH5157  HISTORY     - 2003     MONUMENTED       WIDT
 DH5157
 DH5157                          STATION DESCRIPTION
 DH5157
 DH5157'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5157'OWNERSHIP--TOWNSHIP OF KICKAPOO.  TO REACH THE STATION FROM THE
 DH5157'JUNCTION OF US HIGHWAY 14 AND US HIGHWAY 61 WITH COUNTY HIGHWAY T
 DH5157'ABOUT 1 MI  NORTHWEST OF THE VILLAGE OF READSTOWN, GO NORTHERLY ON
 DH5157'COUNTY HIGHWAY T FOR 2.0 MI  TO GLASS ROAD ON THE RIGHT, TURN RIGHT
 DH5157'AND GO EAST ON GLASS ROAD FOR 0.9 MI TO THE  STATION ON THE LEFT.  THE
 DH5157'STATION IS A  BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH5157'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DH5157'CONCRETE POST ABOUT  LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 9.3
 DH5157'M NORTH OF THE CENTERLINE OF GLASS  ROAD, 28 M WEST OF THE CENTERLINE
 DH5157'OF PRIVATE ENTRANCE --E9356 AND E9352--, 0.9 M SOUTH OF  A BARBED WIRE
 DH5157'FENCE, 1.0 M EAST OF AN  ORANGE 4X4  PLASTIC WITNESS POST AND 1.0 M
 DH5157'WEST OF AN  ORANGE 4X4  PLASTIC WITNESS POST.   ---NOTE---THIS
 DH5157'STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DH5157'ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0656 ***********************************************************************
 OM0656  DESIGNATION -  KIEL
 OM0656  PID         -  OM0656
 OM0656  STATE/COUNTY-  WI/MANITOWOC
 OM0656  USGS QUAD   -  KIEL (1992)
 OM0656
 OM0656                         *CURRENT SURVEY CONTROL
 OM0656  ___________________________________________________________________
 OM0656* NAD 83(1991)-  43 56 11.99196(N)    088 01 20.75369(W)     ADJUSTED  
 OM0656* NAVD 88     -       289.     (meters)     948.     (feet)  SCALED    
 OM0656  ___________________________________________________________________
 OM0656  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 OM0656  GEOID HEIGHT-         -35.85  (meters)                     GEOID03
 OM0656
 OM0656  HORZ ORDER  -  THIRD
 OM0656
 OM0656.The horizontal coordinates were established by classical geodetic methods
 OM0656.and adjusted by the National Geodetic Survey in November 1991..
 OM0656
 OM0656.The orthometric height was scaled from a topographic map.
 OM0656
 OM0656.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0656
 OM0656.The geoid height was determined by GEOID03.
 OM0656
 OM0656;                    North         East     Units Scale Factor Converg.
 OM0656;SPC WI S     -   217,032.554   758,763.202   MT  0.99997619   +1 21 31.7
 OM0656;SPC WI S     -   712,047.64  2,489,375.61   sFT  0.99997619   +1 21 31.7
 OM0656;UTM  16      - 4,865,346.392   417,940.138   MT  0.99968282   -0 42 34.1
 OM0656
 OM0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0656!SPC WI S     -   0.99996030  x   0.99997619  =   0.99993650
 OM0656!UTM  16      -   0.99996030  x   0.99968282  =   0.99964314
 OM0656
 OM0656|---------------------------------------------------------------------|
 OM0656| PID    Reference Object                     Distance      Geod. Az  |
 OM0656|                                                           dddmmss.s |
 OM0656| CI9884 KIEL RM 1                            13.318 METERS 10310     |
 OM0656| CJ1534 TT 114 WTM                                         1782934.2 |
 OM0656| CI9885 KIEL RM 2                             9.833 METERS 17952     |
 OM0656|---------------------------------------------------------------------|
 OM0656
 OM0656                          SUPERSEDED SURVEY CONTROL
 OM0656
 OM0656  NAD 83(1986)-  43 56 11.98125(N)    088 01 20.75204(W) AD(       ) 3
 OM0656  NAD 27      -  43 56 12.00600(N)    088 01 20.40400(W) AD(       ) 3
 OM0656
 OM0656.Superseded values are not recommended for survey control.
 OM0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0656.See file dsdata.txt to determine how the superseded data were derived.
 OM0656
 OM0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1794065346(NAD 83)
 OM0656_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0656
 OM0656  HISTORY     - Date     Condition        Report By
 OM0656  HISTORY     - 1953     MONUMENTED       CGS
 OM0656  HISTORY     - 1977     GOOD             NGS
 OM0656  HISTORY     - 20030622 MARK NOT FOUND   USPSQD
 OM0656
 OM0656                          STATION DESCRIPTION
 OM0656
 OM0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0656'STATION IS LOCATED ABOUT 1-1/2 MILES NORTHEAST OF KIEL ALONG
 OM0656'THE WEST SIDE OF STATE HIGHWAY 32 AND IS ON ROAD RIGHT-OF-WAY.
 OM0656'IT IS 22 FEET WEST OF THE CENTER OF THE HIGHWAY, 20 FEET
 OM0656'NORTH OF A POWER LINE POLE, 5 FEET NORTH OF A WHITE WITNESS
 OM0656'POST AND 2 FEET EAST OF A FENCE LINE.  THE MARK IS FLUSH
 OM0656'AND THE DISK IS STAMPED KIEL 1953.
 OM0656'
 OM0656'REFERENCE MARK NO. 1 IS 20 FEET EAST OF THE CENTER OF THE
 OM0656'HIGHWAY AND 1 FOOT NORTH OF A GATE POST.  THE MARK IS FLUSH
 OM0656'AND THE DISK IS STAMPED KIEL NO 1 1953.
 OM0656'
 OM0656'REFERENCE MARK NO. 2 IS 22 FEET WEST OF THE CENTER OF THE
 OM0656'HIGHWAY, 13 FEET SOUTH OF A POWER LINE POLE AND 2 FEET EAST
 OM0656'OF A FENCE LINE.
 OM0656'
 OM0656'TT 114 WTM (USGS) BM WAS USED AS AN AZIMUTH MARK.  IT IS 24 FEET
 OM0656'EAST OF THE CENTER OF STATE HIGHWAY 32, 2 FEET NORTHWEST
 OM0656'OF A WHITE WITNESS POST AND 2 FEET WEST OF A FENCE LINE.
 OM0656'THE MARK IS A 6X6 INCH CONCRETE POST THAT PROJECTS 4 INCHES
 OM0656'WITH A BRONZE U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED
 OM0656'TT 114 WTM 1951 948 (FEET ABOVE SEA LEVEL).
 OM0656'
 OM0656'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 OM0656'149 AND 32 ABOUT 1.0 MILE NORTHEAST OF KIEL.  GO NORTH ON
 OM0656'HIGHWAY 32 FOR 0.35 MILE TO TT 114 WTM (USGS) BM ON THE RIGHT
 OM0656'AS DESCRIBED.  CONTINUE NORTH ON HIGHWAY 32 FOR 0.25 MILE
 OM0656'TO THE STATION ON THE WEST SIDE OF HIGHWAY AS DESCRIBED.
 OM0656'
 OM0656'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OM0656
 OM0656                          STATION RECOVERY (1977)
 OM0656
 OM0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 OM0656'STATION MARK, REFERENCE MARKS 1, 2 AND USGS BENCH MARK TT 114 WTM
 OM0656'FOUND IN GOOD CONDITION AND AS DESCRIBED.  THE DISTANCE AND
 OM0656'DIRECTION TO REFERENCE MARK 1 CHECKED.  THE DISTANCE TO REFERENCE
 OM0656'MARK 2 CHECKED BUT THE DIRECTION WAS SMALLER BY 2-MINUTES.
 OM0656'
 OM0656'THE 1953 DESCRIPTION IS ADEQUATE TO RECOVER THE STATION.
 OM0656'
 OM0656'A METAL WITNESS POST WAS SET 3 FEET WEST OF THE STATION.
 OM0656'
 OM0656'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 OM0656'NORTHEAST OF KIEL.
 OM0656'
 OM0656'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 OM0656
 OM0656                          STATION RECOVERY (2003)
 OM0656
 OM0656'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0656'STATION, RM 1, RM 2, AND AZIMUTH MARK NOT FOUND.  NOTE-- HIGHWAY 32
 OM0656'HAS BEEN RE-ROUTED.  OLD HIGHWAY 32 IS NOW HIGHWAY 67.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0659 ***********************************************************************
 OM0659  DESIGNATION -  KIEL MUNICIPAL TANK
 OM0659  PID         -  OM0659
 OM0659  STATE/COUNTY-  WI/MANITOWOC
 OM0659  USGS QUAD   -  KIEL (1992)
 OM0659
 OM0659                         *CURRENT SURVEY CONTROL
 OM0659  ___________________________________________________________________
 OM0659* NAD 83(1991)-  43 54 47.25121(N)    088 02 06.73329(W)     ADJUSTED  
 OM0659* NAVD 88     -                                                        
 OM0659  ___________________________________________________________________
 OM0659  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 OM0659  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 OM0659
 OM0659  HORZ ORDER  -  THIRD
 OM0659
 OM0659.The horizontal coordinates were established by classical geodetic methods
 OM0659.and adjusted by the National Geodetic Survey in November 1991..
 OM0659
 OM0659
 OM0659.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0659
 OM0659.The geoid height was determined by GEOID03.
 OM0659
 OM0659;                    North         East     Units Scale Factor Converg.
 OM0659;SPC WI S     -   214,393.661   757,799.640   MT  0.99997243   +1 21 00.1
 OM0659;SPC WI S     -   703,389.87  2,486,214.32   sFT  0.99997243   +1 21 00.1
 OM0659;UTM  16      - 4,862,744.747   416,882.278   MT  0.99968497   -0 43 04.9
 OM0659
 OM0659                          SUPERSEDED SURVEY CONTROL
 OM0659
 OM0659  NAD 83(1986)-  43 54 47.24049(N)    088 02 06.73223(W) AD(       ) 4
 OM0659  NAD 27      -  43 54 47.26600(N)    088 02 06.38400(W) AD(       ) 3
 OM0659
 OM0659.Superseded values are not recommended for survey control.
 OM0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0659.See file dsdata.txt to determine how the superseded data were derived.
 OM0659
 OM0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1688262745(NAD 83)
 OM0659
 OM0659  HISTORY     - Date     Condition        Report By
 OM0659  HISTORY     - 1953     MONUMENTED       CGS
 OM0659  HISTORY     - 19980510 MARK NOT FOUND   USPSQD
 OM0659  HISTORY     - 20021107 MARK NOT FOUND   USPSQD
 OM0659  HISTORY     - 20040307 MARK NOT FOUND   USPSQD
 OM0659
 OM0659                          STATION DESCRIPTION
 OM0659
 OM0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0659'THE STATION IS THE BALL AT THE APEX OF A SILVER, FOUR LEGGED,
 OM0659'STEEL WATER TANK.  THE LEGEND KIEL IS PAINTED ON THE ROOF
 OM0659'AND SIDES OF THE TANK.  IT IS ABOUT 125 FEET HIGH.
 OM0659'
 OM0659'IT IS LOCATED 1/2 BLOCK WEST OF 5TH STREET AND APPROXIMATELY
 OM0659'200 FEET NORTH OF FREMONT STREET.
 OM0659
 OM0659                          STATION RECOVERY (1998)
 OM0659
 OM0659'RECOVERY NOTE BY US POWER SQUADRON 1998
 OM0659'MARK NOT FOUND.
 OM0659
 OM0659                          STATION RECOVERY (2002)
 OM0659
 OM0659'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0659'THE WATER TANK WAS NOT FOUND.  THE FORMER LOCATION OF THE WATER TANK
 OM0659'IS NOW PARK LAND.
 OM0659
 OM0659                          STATION RECOVERY (2004)
 OM0659
 OM0659'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 OM0659'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0658 ***********************************************************************
 OM0658  DESIGNATION -  KIEL SS PETER AND PAUL CATH CH
 OM0658  PID         -  OM0658
 OM0658  STATE/COUNTY-  WI/MANITOWOC
 OM0658  USGS QUAD   -  KIEL (1992)
 OM0658
 OM0658                         *CURRENT SURVEY CONTROL
 OM0658  ___________________________________________________________________
 OM0658* NAD 83(1991)-  43 54 44.09044(N)    088 02 07.42941(W)     ADJUSTED  
 OM0658* NAVD 88     -                                                        
 OM0658  ___________________________________________________________________
 OM0658  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 OM0658  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 OM0658
 OM0658  HORZ ORDER  -  THIRD
 OM0658
 OM0658.The horizontal coordinates were established by classical geodetic methods
 OM0658.and adjusted by the National Geodetic Survey in November 1991..
 OM0658
 OM0658
 OM0658.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0658
 OM0658.The geoid height was determined by GEOID03.
 OM0658
 OM0658;                    North         East     Units Scale Factor Converg.
 OM0658;SPC WI S     -   214,295.771   757,786.411   MT  0.99997229   +1 20 59.6
 OM0658;SPC WI S     -   703,068.71  2,486,170.92   sFT  0.99997229   +1 20 59.6
 OM0658;UTM  16      - 4,862,647.426   416,865.530   MT  0.99968500   -0 43 05.3
 OM0658
 OM0658                          SUPERSEDED SURVEY CONTROL
 OM0658
 OM0658  NAD 83(1986)-  43 54 44.07971(N)    088 02 07.42837(W) AD(       ) 4
 OM0658  NAD 27      -  43 54 44.10500(N)    088 02 07.08200(W) AD(       ) 3
 OM0658
 OM0658.Superseded values are not recommended for survey control.
 OM0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0658.See file dsdata.txt to determine how the superseded data were derived.
 OM0658
 OM0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1686662647(NAD 83)
 OM0658_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0658+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2002
 OM0658
 OM0658  HISTORY     - Date     Condition        Report By
 OM0658  HISTORY     - 1953     MONUMENTED       CGS
 OM0658  HISTORY     - 19980510 GOOD             USPSQD
 OM0658  HISTORY     - 20021107 GOOD             USPSQD
 OM0658  HISTORY     - 20040307 GOOD             USPSQD
 OM0658
 OM0658                          STATION DESCRIPTION
 OM0658
 OM0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0658'THE STATION IS THE BASE OF THE CROSS AT THE APEX OF A GRAY,
 OM0658'SLATE SHINGLE SPIRE ATOP A RED BRICK CHURCH TOWER.  THE CROSS
 OM0658'IS APPROXIMATELY 140 FEET ABOVE GROUND LEVEL.
 OM0658'
 OM0658'IT IS LOCATED IN THE SOUTHEAST CORNER OF THE INTERSECTION
 OM0658'OF FREMONT AND 5TH STREETS IN THE TOWN OF KIEL.
 OM0658
 OM0658                          STATION RECOVERY (1998)
 OM0658
 OM0658'RECOVERY NOTE BY US POWER SQUADRON 1998
 OM0658'RECOVERED IN GOOD CONDITION.
 OM0658
 OM0658                          STATION RECOVERY (2002)
 OM0658
 OM0658'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0658'RECOVERED IN GOOD CONDITION.
 OM0658
 OM0658                          STATION RECOVERY (2004)
 OM0658
 OM0658'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 OM0658'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0937 ***********************************************************************
 NJ0937  DESIGNATION -  KIELER
 NJ0937  PID         -  NJ0937
 NJ0937  STATE/COUNTY-  WI/GRANT
 NJ0937  USGS QUAD   -  KIELER (1972)
 NJ0937
 NJ0937                         *CURRENT SURVEY CONTROL
 NJ0937  ___________________________________________________________________
 NJ0937* NAD 83(1991)-  42 34 05.00519(N)    090 36 45.78548(W)     ADJUSTED  
 NJ0937* NAVD 88     -       283.     (meters)     928.     (feet)  SCALED    
 NJ0937  ___________________________________________________________________
 NJ0937  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 NJ0937  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 NJ0937
 NJ0937  HORZ ORDER  -  THIRD
 NJ0937
 NJ0937.The horizontal coordinates were established by classical geodetic methods
 NJ0937.and adjusted by the National Geodetic Survey in March 1999..
 NJ0937
 NJ0937.The orthometric height was scaled from a topographic map.
 NJ0937
 NJ0937.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0937
 NJ0937.The geoid height was determined by GEOID03.
 NJ0937
 NJ0937;                    North         East     Units Scale Factor Converg.
 NJ0937;SPC WI S     -    63,291.810   549,688.395   MT  1.00003742   -0 25 15.6
 NJ0937;SPC WI S     -   207,649.88  1,803,436.01   sFT  1.00003742   -0 25 15.6
 NJ0937;SPC IA N     - 1,122,683.547 1,737,015.487   MT  0.99994687   +1 57 24.6
 NJ0937;SPC IL W     -   655,274.397   663,376.916   MT  0.99995767   -0 18 06.3
 NJ0937;SPC IL W     - 2,149,846.08  2,176,429.10   sFT  0.99995767   -0 18 06.3
 NJ0937;UTM  15      - 4,715,612.336   695,945.758   MT  1.00007240   +1 36 55.5
 NJ0937
 NJ0937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0937!SPC WI S     -   0.99996074  x   1.00003742  =   0.99999815
 NJ0937!SPC IA N     -   0.99996074  x   0.99994687  =   0.99990761
 NJ0937!SPC IL W     -   0.99996074  x   0.99995767  =   0.99991841
 NJ0937!UTM  15      -   0.99996074  x   1.00007240  =   1.00003313
 NJ0937
 NJ0937:                Primary Azimuth Mark                     Grid Az
 NJ0937:SPC WI S     -  KIELER AZ MK                             036 42 59.2
 NJ0937:SPC IA N     -  KIELER AZ MK                             034 20 19.0
 NJ0937:SPC IL W     -  KIELER AZ MK                             036 35 49.9
 NJ0937:UTM  15      -  KIELER AZ MK                             034 40 48.1
 NJ0937
 NJ0937|---------------------------------------------------------------------|
 NJ0937| PID    Reference Object                     Distance      Geod. Az  |
 NJ0937|                                                           dddmmss.s |
 NJ0937| CI9886 KIELER AZ MK                                       0361743.6 |
 NJ0937| CI9887 KIELER RM 1                           4.895 METERS 14617     |
 NJ0937| CI9888 KIELER RM 2                          19.172 METERS 24606     |
 NJ0937|---------------------------------------------------------------------|
 NJ0937
 NJ0937                          SUPERSEDED SURVEY CONTROL
 NJ0937
 NJ0937  NAD 83(1991)-  42 34 05.00436(N)    090 36 45.78270(W) AD(       ) 3
 NJ0937  NAD 83(1986)-  42 34 05.00195(N)    090 36 45.78417(W) AD(       ) 3
 NJ0937  NAD 27      -  42 34 05.00200(N)    090 36 45.32470(W) AD(       ) 3
 NJ0937
 NJ0937.Superseded values are not recommended for survey control.
 NJ0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0937.See file dsdata.txt to determine how the superseded data were derived.
 NJ0937
 NJ0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9594615612(NAD 83)
 NJ0937_MARKER: DS = TRIANGULATION STATION DISK
 NJ0937_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 NJ0937
 NJ0937  HISTORY     - Date     Condition        Report By
 NJ0937  HISTORY     - 1958     MONUMENTED       CGS
 NJ0937  HISTORY     - 19980831 MARK NOT FOUND   USPSQD
 NJ0937
 NJ0937                          STATION DESCRIPTION
 NJ0937
 NJ0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 NJ0937'THE STATION IS LOCATED ABOUT 1 MILE SOUTH-SOUTHWEST OF THE
 NJ0937'TOWN OF KIELER, IN THE SOUTHEAST QUARTER OF SEC. 9, T. 1 N., R. 2
 NJ0937'W., ON THE WEST SIDE OF U.S. HIGHWAY 151 AND 61, ON THE
 NJ0937'PROPERTY OF MR. A. KLAAS.  IT IS 19.6 FEET NORTHEAST OF THE
 NJ0937'NORTHWEST CORNER OF A BARN, 15 FEET NORTH OF THE NORTHWEST CORNER
 NJ0937'OF THE BARN, 15 FEET WEST OF THE CENTERLINE OF A FIELD ROAD
 NJ0937'AND 12 FEET NORTHWEST OF A WHITE WITNESS POST.  THE MONUMENT
 NJ0937'IS 15 INCHES UNDERGROUND AND THE DISK IS STAMPED KIELER 1958.
 NJ0937'
 NJ0937'TO REACH THE STATION FROM THE NORTH SIDE OF THE KIELER, IMMAC.
 NJ0937'CONCEPTION CHURCH AT THE SOUTH EDGE OF KIELER, GO WEST AND SOUTH
 NJ0937'ON U.S. HIGHWAY 61 AND 151 FOR 0.7 MILE TO A SIDE ROAD LEFT*.
 NJ0937'CONTINUE SOUTH ON HIGHWAY 61 AND 151 FOR 0.55 MILE TO A DRIVEWAY
 NJ0937'ON THE LEFT.  TURN LEFT AND GO WEST ON THE DRIVEWAY FOR ABOUT
 NJ0937'0.05 MILE TO A SMALL RED BARN WITH A SIGN, HIGH RIDGE FARM A.
 NJ0937'KLAAS FARM SINCE 1858 REG. 1915 AND THE STATION AT THE NORTH
 NJ0937'SIDE OF THIS BARN.
 NJ0937'
 NJ0937'* TO REACH THE AZIMUTH MARK FROM THIS POINT, GO EASTERLY ON
 NJ0937'A GRAVELED ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT,
 NJ0937'WEST SIDE OF A FIELD ENTRANCE.
 NJ0937'
 NJ0937'REFERENCE MARK 1 IS 30 FEET NORTH OF THE SOUTHEAST CORNER OF THE
 NJ0937'BARN, 1 FOOT EAST OF THE NORTHEAST CORNER OF THE BARN, 12
 NJ0937'FEET WEST OF THE CENTERLINE OF THE FIELD ROAD AND 5 FEET
 NJ0937'SOUTHEAST OF THE WHITE WITNESS POST.  THE MONUMENT IS FLUSH
 NJ0937'AND THE DISK IS STAMPED KIELER NO 1 1958.
 NJ0937'
 NJ0937'REFERENCE MARK 2 IS 2.6 FEET NORTH OF THE NORTHWEST CORNER OF A
 NJ0937'SHED ATTACHED TO THE WEST SIDE OF THE BARN AND 13 FEET EAST OF
 NJ0937'A WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 NJ0937'KIELER NO 2 1958.
 NJ0937'
 NJ0937'THE AZIMUTH MARK IS 26 FEET NORTH OF THE CENTERLINE OF A
 NJ0937'GRAVELED ROAD, 10 FEET WEST OF THE CENTERLINE OF A FIELD ENTRANCE,
 NJ0937'2 FEET SOUTHWEST OF A WEST GATE POST, 2 FEET EAST OF A WHITE
 NJ0937'WITNESS POST AND 1 FOOT SOUTH OF A WIRE FENCE.  THE MONUMENT
 NJ0937'IS FLUSH AND THE DISK IS STAMPED KIELER 1958.
 NJ0937'
 NJ0937'NO MEASUREMENT WAS MADE FROM R.M. 1 TO R.M. 2 BECAUSE OF A BARN
 NJ0937'ON LINE.
 NJ0937'
 NJ0937'NOTE--ABOUT A 20 FOOT STAND WILL BE NEEDED OVER THE STATION TO
 NJ0937'SEE THE AZIMUTH MARK.
 NJ0937'
 NJ0937'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 NJ0937
 NJ0937                          STATION RECOVERY (1998)
 NJ0937
 NJ0937'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0937'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH4995 ***********************************************************************
 DH4995  DESIGNATION -  KIL
 DH4995  PID         -  DH4995
 DH4995  STATE/COUNTY-  WI/JUNEAU
 DH4995  USGS QUAD   -  LYNDON STATION (1975)
 DH4995
 DH4995                         *CURRENT SURVEY CONTROL
 DH4995  ___________________________________________________________________
 DH4995* NAD 83(1997)-  43 44 17.76297(N)    089 55 17.81907(W)     ADJUSTED  
 DH4995* NAVD 88     -                                                        
 DH4995  ___________________________________________________________________
 DH4995  X           -       6,314.652 (meters)                     COMP
 DH4995  Y           -  -4,615,796.344 (meters)                     COMP
 DH4995  Z           -   4,387,289.836 (meters)                     COMP
 DH4995  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 DH4995  ELLIP HEIGHT-         236.38  (meters)          (08/01/05) GPS OBS
 DH4995  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 DH4995
 DH4995  HORZ ORDER  -  B
 DH4995  ELLP ORDER  -  FOURTH    CLASS I
 DH4995
 DH4995.The horizontal coordinates were established by GPS observations
 DH4995.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH4995
 DH4995
 DH4995.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4995
 DH4995.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4995
 DH4995.The ellipsoidal height was determined by GPS observations
 DH4995.and is referenced to NAD 83.
 DH4995
 DH4995.The geoid height was determined by GEOID03.
 DH4995
 DH4995;                    North         East     Units Scale Factor Converg.
 DH4995;SPC WI S     -   193,110.003   606,314.103   MT  0.99994982   +0 03 13.9
 DH4995;SPC WI S     -   633,561.73  1,989,215.52   sFT  0.99994982   +0 03 13.9
 DH4995;UTM  16      - 4,846,952.404   264,730.112   MT  1.00028088   -2 01 15.0
 DH4995;UTM  15      - 4,847,409.831   747,894.460   MT  1.00035592   +2 07 45.7
 DH4995
 DH4995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4995!SPC WI S     -   0.99996293  x   0.99994982  =   0.99991276
 DH4995!UTM  16      -   0.99996293  x   1.00028088  =   1.00024380
 DH4995!UTM  15      -   0.99996293  x   1.00035592  =   1.00031884
 DH4995
 DH4995                          SUPERSEDED SURVEY CONTROL
 DH4995
 DH4995.No superseded survey control is available for this station.
 DH4995
 DH4995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP6473046952(NAD 83)
 DH4995_MARKER: DD = SURVEY DISK
 DH4995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4995_STAMPING: KILL 1994
 DH4995_MARK LOGO: WI-057
 DH4995_PROJECTION: FLUSH
 DH4995_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH4995_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4995+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH4995
 DH4995  HISTORY     - Date     Condition        Report By
 DH4995  HISTORY     - 1994     MONUMENTED       WI-057
 DH4995  HISTORY     - 20030121 GOOD             WIDT
 DH4995  HISTORY     - 20040816 GOOD             WIDT
 DH4995  HISTORY     - 20051228 GOOD             WIDT
 DH4995
 DH4995                          STATION DESCRIPTION
 DH4995
 DH4995'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH4995'OWNERSHIP--TOWN OF KILDARE.  TO REACH THE STATION FROM THE JUNCTION OF
 DH4995'US HIGHWAY 12  AND STATE HIGHWAY 16 WITH COUNTY HIGHWAY N ABOUT 0.5 MI
 DH4995'WEST OF THE VILLAGE OF LYNDON  STATION, GO NORTHWEST ON COUNTY HIGHWAY
 DH4995'N FOR 1.1 MI TO 24TH AVENUE, TURN RIGHT AND  GO NORTH ON 24TH AVENUE
 DH4995'FOR 0.9 MI TO 59TH STREET ON THE RIGHT, TURN RIGHT AND GO EAST  ON
 DH4995'59TH STREET FOR 0.3 MI TO THE STATION ON THE RIGHT.  THE STATION IS A
 DH4995'BRONZE JUNEAU  COUNTY GEODETIC CONTROL MARK DISK SET IN THE TOP OF A
 DH4995'40-CM DIAMETER CONCRETE POST  ABOUT LEVEL WITH THE STREET PAVEMENT.
 DH4995'THE STATION IS 7.1 M SOUTH OF THE CENTERLINE OF  59TH STREET, 17 M
 DH4995'EAST OF THE CENTERLINE OF A PAVED GRAVEL DRIVEWAY, 1.0 M  SOUTH,
 DH4995'NORTHWEST, AND NORTHEAST OF THREE ORANGE 4X4 PLASTIC WITNESS POSTS
 DH4995'---NOTE---THIS STATION IS HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH4995'THAN  15 DEGREES ABOVE THE HORIZON.
 DH4995
 DH4995                          STATION RECOVERY (2004)
 DH4995
 DH4995'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 DH4995'RECOVERED AS DESCRIBED.
 DH4995
 DH4995                          STATION RECOVERY (2005)
 DH4995
 DH4995'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH4995'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1201 ***********************************************************************
 OM1201  DESIGNATION -  KILDARE
 OM1201  PID         -  OM1201
 OM1201  STATE/COUNTY-  WI/JUNEAU
 OM1201  USGS QUAD   -  WISCONSIN DELLS NORTH (1975)
 OM1201
 OM1201                         *CURRENT SURVEY CONTROL
 OM1201  ___________________________________________________________________
 OM1201* NAD 83(1991)-  43 44 44.75651(N)    089 51 51.90049(W)     ADJUSTED  
 OM1201* NAVD 88     -       277.     (meters)     909.     (feet)  SCALED    
 OM1201  ___________________________________________________________________
 OM1201  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 OM1201  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 OM1201
 OM1201  HORZ ORDER  -  SECOND
 OM1201
 OM1201.The horizontal coordinates were established by classical geodetic methods
 OM1201.and adjusted by the National Geodetic Survey in November 1991..
 OM1201
 OM1201.The orthometric height was scaled from a topographic map.
 OM1201
 OM1201.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1201
 OM1201.The geoid height was determined by GEOID03.
 OM1201
 OM1201;                    North         East     Units Scale Factor Converg.
 OM1201;SPC WI S     -   193,948.977   610,920.395   MT  0.99995060   +0 05 35.4
 OM1201;SPC WI S     -   636,314.27  2,004,328.00   sFT  0.99995060   +0 05 35.4
 OM1201;UTM  16      - 4,847,624.284   269,365.228   MT  1.00025431   -1 58 53.4
 OM1201
 OM1201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1201!SPC WI S     -   0.99996211  x   0.99995060  =   0.99991271
 OM1201!UTM  16      -   0.99996211  x   1.00025431  =   1.00021641
 OM1201
 OM1201:                Primary Azimuth Mark                     Grid Az
 OM1201:SPC WI S     -  GLEN                                     074 51 58.5
 OM1201:UTM  16      -  GLEN                                     076 56 27.3
 OM1201
 OM1201|---------------------------------------------------------------------|
 OM1201| PID    Reference Object                     Distance      Geod. Az  |
 OM1201|                                                           dddmmss.s |
 OM1201| OM1183 GLEN                                APPROX.12.3 KM 0745733.9 |
 OM1201| CI9891 KILDARE RM 3                         72.762 METERS 10121     |
 OM1201| CI9889 KILDARE RM 1                         23.345 METERS 12153     |
 OM1201| OM1200 THE DELLS LOOKOUT TOWER             APPROX.10.5 KM 1392836.6 |
 OM1201| OM1210 LYNDON ST MARYS CATH CH TOWER       APPROX. 4.8 KM 2160407.4 |
 OM1201| OM1211 LYNDON STATION MUNICIPAL TANK       APPROX. 5.2 KM 2184007.9 |
 OM1201| CI9890 KILDARE RM 2                         22.718 METERS 23617     |
 OM1201|---------------------------------------------------------------------|
 OM1201
 OM1201                          SUPERSEDED SURVEY CONTROL
 OM1201
 OM1201  NAD 83(1986)-  43 44 44.75135(N)    089 51 51.90937(W) AD(       ) 2
 OM1201  NAD 27      -  43 44 44.83610(N)    089 51 51.45090(W) AD(       ) 2
 OM1201
 OM1201.Superseded values are not recommended for survey control.
 OM1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1201.See file dsdata.txt to determine how the superseded data were derived.
 OM1201
 OM1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP6936547624(NAD 83)
 OM1201_MARKER: DS = TRIANGULATION STATION DISK
 OM1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1201
 OM1201  HISTORY     - Date     Condition        Report By
 OM1201  HISTORY     - 1958     MONUMENTED       CGS
 OM1201
 OM1201                          STATION DESCRIPTION
 OM1201
 OM1201'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1201'THE STATION IS ABOUT 10.0 MILES NORTHWEST OF THE DELLS, ABOUT
 OM1201'3 MILES NORTH-NORTHEAST OF LYNDON STATION, IN THE SOUTHEAST
 OM1201'1/4 OF SEC. 26, T-15-N, R-5-E, AND ON THE PROPERTY OF MR. L.F.
 OM1201'FIKERS.  IT IS 115 FEET NORTHEAST OF A POWER POLE, 24 FEET
 OM1201'SOUTHWEST OF A 24 INCH OAK TREE WITH A TRIANGULAR BLAZE, 24
 OM1201'FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD AND 4
 OM1201'FEET WEST OF A WHITE WITNESS POST.  THE MONUMENT PROJECTS
 OM1201'4 INCHES AND THE DISK IS STAMPED KILDARE 1958.
 OM1201'
 OM1201'TO REACH THE STATION FROM THE RAILROAD STATION IN LYNDON
 OM1201'STATION, GO NORTH, NORTHEAST AND NORTH ON COUNTY HIGHWAY HH
 OM1201'FOR 2.75 MILES TO A CROSSROAD.  TURN RIGHT AND GO EAST ON A
 OM1201'GRAVELED ROAD FOR 0.65 MILE TO THE STATION ON THE LEFT.
 OM1201'
 OM1201'REFERENCE MARK 1 IS 56 FEET NORTH OF A 10 INCH PINE TREE,
 OM1201'17 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD AND 6
 OM1201'INCHES NORTH OF A WIRE FENCE.  THE MONUMENT PROJECTS 4 INCHES
 OM1201'AND THE DISK IS STAMPED KILDARE NO 1 1958.
 OM1201'
 OM1201'REFERENCE MARK 2 IS 42 FEET EAST-NORTHEAST OF A POWER POLE,
 OM1201'17 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD AND 6
 OM1201'INCHES NORTH OF A WIRE FENCE.  THE MONUMENT PROJECTS 2 INCHES
 OM1201'AND THE DISK IS STAMPED KILDARE NO 2 1958.
 OM1201'
 OM1201'REFERENCE MARK 3 IS 23 FEET SOUTH OF THE CENTERLINE OF THE
 OM1201'GRAVELED ROAD, 3 FEET WEST OF A POWER POLE AND 3 FEET SOUTH OF
 OM1201'A WIRE FENCE.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS
 OM1201'STAMPED KILDARE NO 3 1958.
 OM1201'
 OM1201'NOTE--NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
 OM1201'AN AZIMUTH WAS DETERMINED TO R.M. 3 BY PRECISE METHODS.
 OM1201'
 OM1201'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5470 ***********************************************************************
 DH5470  DESIGNATION -  KILDARE E GPS
 DH5470  PID         -  DH5470
 DH5470  STATE/COUNTY-  WI/JUNEAU
 DH5470  USGS QUAD   -  EASTON (1983)
 DH5470
 DH5470                         *CURRENT SURVEY CONTROL
 DH5470  ___________________________________________________________________
 DH5470* NAD 83(1997)-  43 45 23.91674(N)    089 51 35.53631(W)     ADJUSTED  
 DH5470* NAVD 88     -                                                        
 DH5470  ___________________________________________________________________
 DH5470  X           -      11,285.423 (meters)                     COMP
 DH5470  Y           -  -4,614,367.840 (meters)                     COMP
 DH5470  Z           -   4,388,757.953 (meters)                     COMP
 DH5470  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 DH5470  ELLIP HEIGHT-         226.46  (meters)          (08/01/05) GPS OBS
 DH5470  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 DH5470
 DH5470  HORZ ORDER  -  FIRST
 DH5470  ELLP ORDER  -  SECOND    CLASS I
 DH5470
 DH5470.The horizontal coordinates were established by GPS observations
 DH5470.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5470
 DH5470
 DH5470.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5470
 DH5470.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5470
 DH5470.The ellipsoidal height was determined by GPS observations
 DH5470.and is referenced to NAD 83.
 DH5470
 DH5470.The geoid height was determined by GEOID03.
 DH5470
 DH5470;                    North         East     Units Scale Factor Converg.
 DH5470;SPC WI S     -   195,158.130   611,284.485   MT  0.99995175   +0 05 46.6
 DH5470;SPC WI S     -   640,281.30  2,005,522.51   sFT  0.99995175   +0 05 46.6
 DH5470;UTM  16      - 4,848,819.823   269,772.979   MT  1.00025200   -1 58 43.5
 DH5470
 DH5470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5470!SPC WI S     -   0.99996449  x   0.99995175  =   0.99991624
 DH5470!UTM  16      -   0.99996449  x   1.00025200  =   1.00021648
 DH5470
 DH5470                          SUPERSEDED SURVEY CONTROL
 DH5470
 DH5470.No superseded survey control is available for this station.
 DH5470
 DH5470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP6977348820(NAD 83)
 DH5470_MARKER: DD = SURVEY DISK
 DH5470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5470_STAMPING: KILDARE E GPS 2004
 DH5470_MARK LOGO: WIDT  
 DH5470_PROJECTION: FLUSH
 DH5470_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5470+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5470
 DH5470  HISTORY     - Date     Condition        Report By
 DH5470  HISTORY     - 2003     MONUMENTED       WIDT
 DH5470
 DH5470                          STATION DESCRIPTION
 DH5470
 DH5470'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5470'OWNERSHIP--TOWNSHIP OF KILDARE.  TO REACH THE STATION FROM THE
 DH5470'JUNCTION OF STATE HIGHWAY 82 AND COUNTY HIGHWAY HH NORTH WITH COUNTY
 DH5470'HIGHWAY HH   SOUTH ABOUT 9 MI EAST OF THE CITY OF MAUSTON, GO SOUTH ON
 DH5470'COUNTY HIGHWAY HH SOUTH  FOR 2.35 MI TO 56TH STREET ON THE LEFT, TURN
 DH5470'LEFT AND GO EAST ON 56TH STREET FOR 0.9 MI TO  THE STATION ON THE
 DH5470'LEFT.  THE STATION IS A  BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH5470'GEODETIC  SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DH5470'DIAMETER CONCRETE POST ABOUT  LEVEL WITH THE ROAD PAVEMENT.  THE
 DH5470'STATION IS 7.5 M NORTH OF THE CENTERLINE OF 56TH  STREET, 0.05 MI WEST
 DH5470'OF 28TH AVENUE, 1 M SOUTH OF  A CULTIVATED FIELD, 1.0 M EAST OF AN
 DH5470'ORANGE 4X4  PLASTIC WITNESS POST AND 1.0 M WEST OF AN  ORANGE 4X4
 DH5470'PLASTIC WITNESS POST.   ---NOTE---THIS  STATION HAS NO VISIBLE
 DH5470'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5471 ***********************************************************************
 DH5471  DESIGNATION -  KILDARE S GPS
 DH5471  PID         -  DH5471
 DH5471  STATE/COUNTY-  WI/JUNEAU
 DH5471  USGS QUAD   -  WISCONSIN DELLS NORTH (1975)
 DH5471
 DH5471                         *CURRENT SURVEY CONTROL
 DH5471  ___________________________________________________________________
 DH5471* NAD 83(1997)-  43 42 55.34595(N)    089 50 54.32736(W)     ADJUSTED  
 DH5471* NAVD 88     -                                                        
 DH5471  ___________________________________________________________________
 DH5471  X           -      12,215.699 (meters)                     COMP
 DH5471  Y           -  -4,617,535.913 (meters)                     COMP
 DH5471  Z           -   4,385,445.051 (meters)                     COMP
 DH5471  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 DH5471  ELLIP HEIGHT-         226.87  (meters)          (08/01/05) GPS OBS
 DH5471  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 DH5471
 DH5471  HORZ ORDER  -  FIRST
 DH5471  ELLP ORDER  -  SECOND    CLASS I
 DH5471
 DH5471.The horizontal coordinates were established by GPS observations
 DH5471.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5471
 DH5471
 DH5471.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5471
 DH5471.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5471
 DH5471.The ellipsoidal height was determined by GPS observations
 DH5471.and is referenced to NAD 83.
 DH5471
 DH5471.The geoid height was determined by GEOID03.
 DH5471
 DH5471;                    North         East     Units Scale Factor Converg.
 DH5471;SPC WI S     -   190,574.629   612,214.633   MT  0.99994755   +0 06 14.9
 DH5471;SPC WI S     -   625,243.60  2,008,574.18   sFT  0.99994755   +0 06 14.9
 DH5471;UTM  16      - 4,844,204.274   270,536.848   MT  1.00024768   -1 58 09.6
 DH5471
 DH5471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5471!SPC WI S     -   0.99996443  x   0.99994755  =   0.99991198
 DH5471!UTM  16      -   0.99996443  x   1.00024768  =   1.00021210
 DH5471
 DH5471                          SUPERSEDED SURVEY CONTROL
 DH5471
 DH5471.No superseded survey control is available for this station.
 DH5471
 DH5471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7053744204(NAD 83)
 DH5471_MARKER: DD = SURVEY DISK
 DH5471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5471_STAMPING: KILDARE S GPS 2004
 DH5471_MARK LOGO: WIDT  
 DH5471_PROJECTION: FLUSH
 DH5471_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5471+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5471
 DH5471  HISTORY     - Date     Condition        Report By
 DH5471  HISTORY     - 2003     MONUMENTED       WIDT
 DH5471
 DH5471                          STATION DESCRIPTION
 DH5471
 DH5471'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5471'OWNERSHIP--TOWNSHIP OF KILDARE.  TO REACH THE STATION FROM THE
 DH5471'JUNCTION OF COUNTY HIGHWAY HH AND COUNTY HIGHWAY N WEST WITH COUNTY
 DH5471'HIGHWAY N EAST  ABOUT 0.5 MI NORTHEAST OF THE VILLAGE OF LYNDON
 DH5471'STATION, GO EAST ON COUNTY HIGHWAY N  FOR 2.5 MI TO COUNTY HIGHWAY N
 DH5471'ON THE RIGHT, 28TH AVENUE ON THE LEFT AND HALL ROAD  STRAIGHT AHEAD,
 DH5471'TURN LEFT AND GO NORTH ON 28TH AVENUE FOR 0.1 MI TO THE STATION ON THE
 DH5471'LEFT.  THE STATION IS A  BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH5471'GEODETIC  SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DH5471'DIAMETER CONCRETE POST ABOUT  LEVEL WITH THE ROAD PAVEMENT.  THE
 DH5471'STATION IS 6.4 M WEST OF THE CENTERLINE OF 28TH  AVENUE, 28.1 M
 DH5471'SOUTH-SOUTHEAST OF A POWERPOLE, 1 M EAST OF  A CULTIVATED FIELD, 1.0 M
 DH5471'NORTH OF AN  ORANGE 4X4  PLASTIC WITNESS POST AND 1.0 M SOUTH OF AN
 DH5471'ORANGE 4X4  PLASTIC WITNESS POST.   ---NOTE---THIS  STATION HAS NO
 DH5471'VISIBLE  OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH5471'HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0686 ***********************************************************************
 OM0686  DESIGNATION -  KILIAN
 OM0686  PID         -  OM0686
 OM0686  STATE/COUNTY-  WI/FOND DU LAC
 OM0686  USGS QUAD   -  CAMPBELLSPORT (1974)
 OM0686
 OM0686                         *CURRENT SURVEY CONTROL
 OM0686  ___________________________________________________________________
 OM0686* NAD 83(1991)-  43 33 41.75869(N)    088 21 34.04841(W)     ADJUSTED  
 OM0686* NAVD 88     -       367.98   (+/-2cm)    1207.3    (feet)  VERTCON   
 OM0686  ___________________________________________________________________
 OM0686  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 OM0686  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 OM0686
 OM0686  HORZ ORDER  -  SECOND
 OM0686  VERT ORDER  -  THIRD ? (See Below)
 OM0686
 OM0686.The horizontal coordinates were established by classical geodetic methods
 OM0686.and adjusted by the National Geodetic Survey in November 1991..
 OM0686
 OM0686.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0686.The vertical order pertains to the NGVD 29 superseded value.
 OM0686
 OM0686.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0686
 OM0686.The geoid height was determined by GEOID03.
 OM0686
 OM0686;                    North         East     Units Scale Factor Converg.
 OM0686;SPC WI S     -   174,783.132   732,529.657   MT  0.99993645   +1 07 38.0
 OM0686;SPC WI S     -   573,434.33  2,403,307.72   sFT  0.99993645   +1 07 38.0
 OM0686;UTM  16      - 4,824,080.259   390,206.803   MT  0.99974828   -0 56 13.0
 OM0686
 OM0686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0686!SPC WI S     -   0.99994780  x   0.99993645  =   0.99988425
 OM0686!UTM  16      -   0.99994780  x   0.99974828  =   0.99969609
 OM0686
 OM0686:                Primary Azimuth Mark                     Grid Az
 OM0686:SPC WI S     -  CAMPBELLSPORT MUNICIPAL TANK             057 27 48.6
 OM0686:UTM  16      -  CAMPBELLSPORT MUNICIPAL TANK             059 31 39.6
 OM0686
 OM0686|---------------------------------------------------------------------|
 OM0686| PID    Reference Object                     Distance      Geod. Az  |
 OM0686|                                                           dddmmss.s |
 OM0686| OM0683 CAMPBELLSPORT MUNICIPAL TANK        APPROX. 7.4 KM 0583526.6 |
 OM0686| CI9893 KILIAN RM 1                          23.143 METERS 09743     |
 OM0686| OM0676 KEWASKUM MUNICIPAL TANK             APPROX.11.5 KM 1114334.2 |
 OM0686| CI9892 KILIAN AZ MK                                       1814120.2 |
 OM0686| OM0687 ST KILIAN CATHOLIC CH SPIRE         APPROX. 1.7 KM 1821811.4 |
 OM0686| OM0695 ST THERESA CATHOLIC CH SPIRE        APPROX. 8.9 KM 2372347.8 |
 OM0686| CI9894 KILIAN RM 2                          26.606 METERS 26401     |
 OM0686| OM0694 LOMIRA ST MARYS CATH CH SPIRE       APPROX. 8.0 KM 2933114.7 |
 OM0686| OM0693 LOMIRA MUNICIPAL TANK               APPROX. 7.5 KM 2953542.0 |
 OM0686|---------------------------------------------------------------------|
 OM0686
 OM0686                          SUPERSEDED SURVEY CONTROL
 OM0686
 OM0686  NAD 83(1986)-  43 33 41.74964(N)    088 21 34.05336(W) AD(       ) 2
 OM0686  NAD 27      -  43 33 41.76900(N)    088 21 33.69300(W) AD(       ) 2
 OM0686  NGVD 29 (07/19/86)  368.02   (m)         1207.4    (f) LEVELING    3  
 OM0686
 OM0686.Superseded values are not recommended for survey control.
 OM0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0686.See file dsdata.txt to determine how the superseded data were derived.
 OM0686
 OM0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9020724080(NAD 83)
 OM0686_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0686_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 OM0686
 OM0686  HISTORY     - Date     Condition        Report By
 OM0686  HISTORY     - 1953     MONUMENTED       CGS
 OM0686  HISTORY     - 1963     SEE DESCRIPTION  USGS
 OM0686  HISTORY     - 1970     SEE DESCRIPTION  WIDT
 OM0686  HISTORY     - 1984     GOOD             WIDT
 OM0686
 OM0686                          STATION DESCRIPTION
 OM0686
 OM0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0686'STATION IS LOCATED ON A HIGH CULTIVATED HILL ON THE PROPERTY
 OM0686'OF ED WEILAND ABOUT 5 MILES SOUTHWEST OF CAMPBELLSPORT, 5
 OM0686'MILES NORTHEAST OF THERESA AND 1 MILE NORTH OF THE VILLAGE
 OM0686'OF ST. KILIAN.  IT IS ABOUT 300 FEET EAST OF A GRAVEL ROAD,
 OM0686'31 FEET NORTHEAST OF AN 8 INCH ELM TREE, 11 FEET NORTH OF A
 OM0686'STONE WALL AND 10 FEET NORTH OF A WHITE WITNESS POST.  THE
 OM0686'MARK IS 14 INCHES UNDERGROUND AND THE DISK IS STAMPED KILIAN
 OM0686'1953.
 OM0686'
 OM0686'REFERENCE MARK NO. 1 IS 20 FEET NORTHEAST OF A 6 INCH BASSWOOD
 OM0686'TREE AND 1 FOOT NORTH OF THE STONE WALL.  THE MARK IS FLUSH
 OM0686'AND THE DISK IS STAMPED KILIAN NO 1 1953.
 OM0686'
 OM0686'REFERENCE MARK NO. 2 IS 1 FOOT NORTH OF THE STONE WALL.  THE
 OM0686'MARK IS FLUSH AND THE DISK IS STAMPED KILIAN NO 2 1953.
 OM0686'
 OM0686'AZIMUTH MARK IS SET IN THE NORTHEAST CORNER OF A CONCRETE
 OM0686'APRON AT THE NORTH SIDE OF THE ST. KILIANS PAROCHIAL SCHOOL,
 OM0686'15 FEET NORTH OF THE WALL OF THE SCHOOL AND 1 FOOT SOUTHWEST
 OM0686'OF THE NORTHEAST CORNER OF THE APRON.  THE DISK IS SET FLUSH
 OM0686'IN A DRILLHOLE IN THE CONCRETE AND IT IS STAMPED KILIAN 1953.
 OM0686'
 OM0686'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41
 OM0686'AND STATE HIGHWAY 28 ABOUT 1 MILE NORTH OF THERESA, GO EAST
 OM0686'ON HIGHWAY 28 FOR 4.6 MILES TO THE JUNCTION OF COUNTY HIGHWAY
 OM0686'W.  TURN LEFT AND GO NORTH ON HIGHWAY W FOR 1.0 MILE TO A
 OM0686'CROSSROAD IN ST. KILIAN.  CONTINUE NORTH FOR 0.2 MILE TO
 OM0686'THE ST. KILIANS CHURCH AND SCHOOL ON THE RIGHT AND THE AZIMUTH
 OM0686'MARK AT THE NORTH SIDE OF THE SCHOOL BUILDING AS DESCRIBED.
 OM0686'CONTINUE NORTH ON THE HIGHWAY FOR 0.7 MILE TO A GRAVEL
 OM0686'CROSSROAD WHERE HIGHWAY W TURNS EAST.  CONTINUE NORTH ON A
 OM0686'GRAVEL ROAD FOR 0.3 MILE TO A GATE INTO FIELD.  TURN
 OM0686'RIGHT THROUGH GATE AND GO SOUTHEAST ACROSS FIELD TO FENCE
 OM0686'AT THE SOUTH SIDE OF FIELD AND THE STATION AS DESCRIBED.
 OM0686'
 OM0686'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 OM0686
 OM0686                          STATION RECOVERY (1963)
 OM0686
 OM0686'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OM0686'STATION, ITS REFERENCE MARKS AND AZIMUTH WERE RECOVERED IN
 OM0686'GOOD CONDITION.  THE ONLY CHANGE TO DESCRIPTION IS THE
 OM0686'GATE DESCRIBED--THIS NO LONGER EXISTS.
 OM0686
 OM0686                          STATION RECOVERY (1970)
 OM0686
 OM0686'RECOVERY NOTE BY WI DEPT OF TRANSP 1970 (RG)
 OM0686'KILIAN 1953-FOUND BOTH MON. AS DESCRIBED
 OM0686'
 OM0686'KILIAN AZ 1953-IN GOOD COND
 OM0686
 OM0686                          STATION RECOVERY (1984)
 OM0686
 OM0686'RECOVERY NOTE BY WI DEPT OF TRANSP 1984 (RH)
 OM0686'KILIAN 1953 STATION AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 OM0686'A CONCRETE SLAB WAS FOUND POURED OVER ROCK WALL BY FENCE POST.
 OM0686'A TRIANGLE WITH DISTANCE OF 10 FEET WAS MARKED IN SLAB.  ACTUAL
 OM0686'DISTANCE TO MONUMENT WAS 12.3 FEET FROM TRIANGLE REF. MARK
 OM0686'DISTANCES CROSSED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0939 ***********************************************************************
 PN0939  DESIGNATION -  KIMBERLY MUNICIPAL TANK
 PN0939  PID         -  PN0939
 PN0939  STATE/COUNTY-  WI/OUTAGAMIE
 PN0939  USGS QUAD   -  KAUKAUNA (1992)
 PN0939
 PN0939                         *CURRENT SURVEY CONTROL
 PN0939  ___________________________________________________________________
 PN0939* NAD 83(1991)-  44 16 21.80655(N)    088 19 52.66984(W)     ADJUSTED  
 PN0939* NAVD 88     -                                                        
 PN0939  ___________________________________________________________________
 PN0939  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 PN0939  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 PN0939
 PN0939  HORZ ORDER  -  THIRD
 PN0939
 PN0939.The horizontal coordinates were established by classical geodetic methods
 PN0939.and adjusted by the National Geodetic Survey in November 1991..
 PN0939
 PN0939
 PN0939.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0939
 PN0939.The geoid height was determined by GEOID03.
 PN0939
 PN0939;                    North         East     Units Scale Factor Converg.
 PN0939;SPC WI C     -    50,193.166   733,215.765   MT  0.99999578   +1 10 38.6
 PN0939;SPC WI C     -   164,675.41  2,405,558.72   sFT  0.99999578   +1 10 38.6
 PN0939;SPC WI S     -   253,824.311   733,223.257   MT  1.00004838   +1 08 47.7
 PN0939;SPC WI S     -   832,755.26  2,405,583.30   sFT  1.00004838   +1 08 47.7
 PN0939;UTM  16      - 4,903,026.163   393,754.306   MT  0.99973882   -0 55 46.0
 PN0939
 PN0939                          SUPERSEDED SURVEY CONTROL
 PN0939
 PN0939  NAD 83(1986)-  44 16 21.80153(N)    088 19 52.66537(W) AD(       ) 4
 PN0939  NAD 27      -  44 16 21.84000(N)    088 19 52.27000(W) AD(       ) 3
 PN0939
 PN0939.Superseded values are not recommended for survey control.
 PN0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0939.See file dsdata.txt to determine how the superseded data were derived.
 PN0939
 PN0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9375403026(NAD 83)
 PN0939_MARKER: 51 = TANK
 PN0939
 PN0939  HISTORY     - Date     Condition        Report By
 PN0939  HISTORY     - 1954     FIRST OBSERVED   CGS
 PN0939  HISTORY     - 1979     GOOD             NGS
 PN0939  HISTORY     - 20021226 GOOD             USPSQD
 PN0939  HISTORY     - 20040725 MARK NOT FOUND   USPSQD
 PN0939
 PN0939                          STATION DESCRIPTION
 PN0939
 PN0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 PN0939'THE STATION IS LOCATED AT THE INTERSECTION OF E. KIMBERLY AVE. AND
 PN0939'S. BIRCH STREET IN KIMBERLY.  IT IS ABOUT 130 FEET HIGH, OF STEEL
 PN0939'CONSTRUCTION, 4 LEGGED, PAINTED SILVER AND HAS KIMBERLY STENCILED
 PN0939'ON ONE SIDE.  THE POINT INTERSECTED WAS THE BALL ON TOP OF THE
 PN0939'ROOF.
 PN0939
 PN0939                          STATION RECOVERY (1979)
 PN0939
 PN0939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHD)
 PN0939'TANK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN QUAD 440882,
 PN0939
 PN0939                          STATION RECOVERY (2002)
 PN0939
 PN0939'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0939'RECOVERED IN GOOD CONDITION.  IT IS LOCATED ON THE NORTH SIDE OF EAST
 PN0939'KIMBERLY AVENUE, WEST OF SOUTH BIRCH STREET EXTENDED, EAST OF SOUTH
 PN0939'MAPLE STREET EXTENDED, NORTH AND ACROSS THE AVENUE FROM 317 EAST
 PN0939'KIMBERLY AVENUE.  THE WORK KIMBERLY ON THE TANK WAS NOT OBSERVED.
 PN0939
 PN0939                          STATION RECOVERY (2004)
 PN0939
 PN0939'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN0939'THE OLD TANK WAS NOT FOUND.  A NEW TANK WAS BUILT ON THE SITE IN 2003.
 PN0939' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0660 ***********************************************************************
 PN0660  DESIGNATION -  KIMBERLY USLS
 PN0660  PID         -  PN0660
 PN0660  STATE/COUNTY-  WI/OUTAGAMIE
 PN0660  USGS QUAD   -  KAUKAUNA (1992)
 PN0660
 PN0660                         *CURRENT SURVEY CONTROL
 PN0660  ___________________________________________________________________
 PN0660* NAD 83(1986)-  44 16 30.     (N)    088 19 18.     (W)     SCALED    
 PN0660* NAVD 88     -       222.916  (meters)     731.35   (feet)  ADJUSTED  
 PN0660  ___________________________________________________________________
 PN0660  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 PN0660  DYNAMIC HT  -         222.880 (meters)     731.23  (feet)  COMP
 PN0660  MODELED GRAV-     980,452.0   (mgal)                       NAVD 88
 PN0660
 PN0660  VERT ORDER  -  FIRST     CLASS 0
 PN0660
 PN0660.The horizontal coordinates were scaled from a topographic map and have
 PN0660.an estimated accuracy of +/- 6 seconds.
 PN0660
 PN0660.The orthometric height was determined by differential leveling
 PN0660.and adjusted by the National Geodetic Survey in June 1991..
 PN0660
 PN0660.The geoid height was determined by GEOID03.
 PN0660
 PN0660.The dynamic height is computed by dividing the NAVD 88
 PN0660.geopotential number by the normal gravity value computed on the
 PN0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0660.degrees latitude (g = 980.6199 gals.).
 PN0660
 PN0660.The modeled gravity was interpolated from observed gravity values.
 PN0660
 PN0660;                    North         East    Units  Estimated Accuracy
 PN0660;SPC WI C     -    50,460.      733,980.      MT  (+/- 180 meters Scaled)
 PN0660
 PN0660                          SUPERSEDED SURVEY CONTROL
 PN0660
 PN0660.No superseded survey control is available for this station.
 PN0660
 PN0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ945032(NAD 83)
 PN0660_MARKER: DB = BENCH MARK DISK
 PN0660_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PN0660_SP_SET: ABUTMENT
 PN0660_STAMPING: KIMBERLY 1962
 PN0660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0660
 PN0660  HISTORY     - Date     Condition        Report By
 PN0660  HISTORY     - 1962     MONUMENTED       USLS
 PN0660  HISTORY     - 1974     GOOD             NOS
 PN0660  HISTORY     - 1990     GOOD             USPSQD
 PN0660  HISTORY     - 19991106 MARK NOT FOUND   USPSQD
 PN0660  HISTORY     - 20030625 MARK NOT FOUND   USPSQD
 PN0660  HISTORY     - 20040725 MARK NOT FOUND   USPSQD
 PN0660
 PN0660                          STATION DESCRIPTION
 PN0660
 PN0660'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0660'IN KIMBERLY.
 PN0660'IN KIMBERLY, ON THE KIMBERLY END OF THE KIMBERLY LITTLE CHUTE BRIDGE
 PN0660'OVER THE FOX RIVER, SET IN THE UPRIVER SIDE OF THE CONCRETE ABUTMENT,
 PN0660'9.7 FT. BELOW THE SIDEWALK, ON A LEDGE OF THE ABUTMENT THAT PROJECTS
 PN0660'OUT TOWARDS THE RIVER, 0.6 FT. EAST OF WEST FACE AND 0.6 FT. NORTH
 PN0660'OF SOUTH FACE.
 PN0660
 PN0660                          STATION RECOVERY (1990)
 PN0660
 PN0660'RECOVERY NOTE BY US POWER SQUADRON 1990 (JH)
 PN0660'RECOVERED IN GOOD CONDITION.
 PN0660
 PN0660                          STATION RECOVERY (1999)
 PN0660
 PN0660'RECOVERY NOTE BY US POWER SQUADRON 1999
 PN0660'MARK NOT FOUND.
 PN0660
 PN0660                          STATION RECOVERY (2003)
 PN0660
 PN0660'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0660'NOT FOUND.  A NEW BRIDGE WAS BUILT.
 PN0660
 PN0660                          STATION RECOVERY (2004)
 PN0660
 PN0660'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN0660'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0635 ***********************************************************************
 QM0635  DESIGNATION -  KINEPOWAY LOOKOUT
 QM0635  PID         -  QM0635
 QM0635  STATE/COUNTY-  WI/MENOMINEE
 QM0635  USGS QUAD   -  MARKTON (1973)
 QM0635
 QM0635                         *CURRENT SURVEY CONTROL
 QM0635  ___________________________________________________________________
 QM0635* NAD 83(1991)-  45 00 02.33015(N)    088 40 24.36770(W)     ADJUSTED  
 QM0635* NAVD 88     -                                                        
 QM0635  ___________________________________________________________________
 QM0635  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 QM0635  GEOID HEIGHT-         -35.76  (meters)                     GEOID03
 QM0635
 QM0635  HORZ ORDER  -  THIRD
 QM0635
 QM0635.The horizontal coordinates were established by classical geodetic methods
 QM0635.and adjusted by the National Geodetic Survey in November 1991..
 QM0635
 QM0635
 QM0635.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0635
 QM0635.The geoid height was determined by GEOID03.
 QM0635
 QM0635;                    North         East     Units Scale Factor Converg.
 QM0635;SPC WI C     -   130,565.308   704,583.629   MT  0.99994306   +0 56 09.6
 QM0635;SPC WI C     -   428,363.01  2,311,621.46   sFT  0.99994306   +0 56 09.6
 QM0635;UTM  16      - 4,984,384.447   368,109.144   MT  0.99981390   -1 11 00.5
 QM0635
 QM0635                          SUPERSEDED SURVEY CONTROL
 QM0635
 QM0635  NAD 83(1986)-  45 00 02.33567(N)    088 40 24.38125(W) AD(       ) 4
 QM0635  NAD 27      -  45 00 02.42300(N)    088 40 24.01100(W) AD(       ) 3
 QM0635
 QM0635.Superseded values are not recommended for survey control.
 QM0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0635.See file dsdata.txt to determine how the superseded data were derived.
 QM0635
 QM0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6810984384(NAD 83)
 QM0635_MARKER: 57 = LOOKOUT TOWER
 QM0635_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0635+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2003
 QM0635
 QM0635  HISTORY     - Date     Condition        Report By
 QM0635  HISTORY     - 1934     FIRST OBSERVED   CGS
 QM0635  HISTORY     - 20030425 GOOD             GEOCAC
 QM0635
 QM0635                          STATION DESCRIPTION
 QM0635
 QM0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QM0635'THIS STATION IS THE CENTER OF THE KINEPOWAY FIRE LOOKOUT TOWER
 QM0635'OF THE WISCONSIN DEPARTMENT OF CONSERVATION.  IT IS A STANDARD
 QM0635'SQUARE SKELETON STEEL TOWER WITH AN ENCLOSED CABIN ON TOP.
 QM0635'
 QM0635'THE TOWER IS ABOUT 8 MILES EAST-NORTHEAST OF NEOPIT, AND ABOUT
 QM0635'11-1/2 MILES SOUTHEAST OF WHITE LAKE, ON THE MENOMINEE INDIAN
 QM0635'RESERVATION, NEAR THE NORTHEAST CORNER OF SEC. 16, T. 29 N.,
 QM0635'R. 15 E.
 QM0635
 QM0635                          STATION RECOVERY (2003)
 QM0635
 QM0635'RECOVERY NOTE BY GEOCACHING 2003 (RFC)
 QM0635'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0047 ***********************************************************************
 QM0047  DESIGNATION -  KING
 QM0047  PID         -  QM0047
 QM0047  STATE/COUNTY-  WI/OCONTO
 QM0047  USGS QUAD   -  MOUNTAIN (1973)
 QM0047
 QM0047                         *CURRENT SURVEY CONTROL
 QM0047  ___________________________________________________________________
 QM0047* NAD 83(1991)-  45 09 10.47488(N)    088 28 19.29603(W)     ADJUSTED  
 QM0047* NAVD 88     -       280.010  (meters)     918.67   (feet)  ADJUSTED  
 QM0047  ___________________________________________________________________
 QM0047  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 QM0047  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 QM0047  DYNAMIC HT  -         279.981 (meters)     918.57  (feet)  COMP
 QM0047  MODELED GRAV-     980,506.0   (mgal)                       NAVD 88
 QM0047
 QM0047  HORZ ORDER  -  FIRST
 QM0047  VERT ORDER  -  FIRST     CLASS II
 QM0047
 QM0047.The horizontal coordinates were established by classical geodetic methods
 QM0047.and adjusted by the National Geodetic Survey in November 1991..
 QM0047
 QM0047.The orthometric height was determined by differential leveling
 QM0047.and adjusted by the National Geodetic Survey in June 1991..
 QM0047
 QM0047.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0047
 QM0047.The geoid height was determined by GEOID03.
 QM0047
 QM0047.The dynamic height is computed by dividing the NAVD 88
 QM0047.geopotential number by the normal gravity value computed on the
 QM0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0047.degrees latitude (g = 980.6199 gals.).
 QM0047
 QM0047.The modeled gravity was interpolated from observed gravity values.
 QM0047
 QM0047;                    North         East     Units Scale Factor Converg.
 QM0047;SPC WI C     -   147,761.927   720,142.171   MT  0.99995235   +1 04 41.2
 QM0047;SPC WI C     -   484,782.26  2,362,666.44   sFT  0.99995235   +1 04 41.2
 QM0047;UTM  16      - 5,000,990.906   384,290.832   MT  0.99976462   -1 02 37.6
 QM0047
 QM0047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0047!SPC WI C     -   0.99996170  x   0.99995235  =   0.99991405
 QM0047!UTM  16      -   0.99996170  x   0.99976462  =   0.99972633
 QM0047
 QM0047:                Primary Azimuth Mark                     Grid Az
 QM0047:SPC WI C     -  OLSON                                    017 08 34.7
 QM0047:UTM  16      -  OLSON                                    019 15 53.5
 QM0047
 QM0047|---------------------------------------------------------------------|
 QM0047| PID    Reference Object                     Distance      Geod. Az  |
 QM0047|                                                           dddmmss.s |
 QM0047| QM0046 OLSON                               APPROX. 0.6 KM 0181315.9 |
 QM0047| QM0048 CURVE                               445.066 METERS 1855747.9 |
 QM0047|---------------------------------------------------------------------|
 QM0047
 QM0047                          SUPERSEDED SURVEY CONTROL
 QM0047
 QM0047  NAD 83(1986)-  45 09 10.48447(N)    088 28 19.34135(W) AD(       ) 1
 QM0047  NAD 27      -  45 09 10.53200(N)    088 28 18.94000(W) AD(       ) 1
 QM0047  NGVD 29 (??/??/92)  280.013  (m)          918.68   (f) ADJ UNCH    1 2
 QM0047
 QM0047.Superseded values are not recommended for survey control.
 QM0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0047.See file dsdata.txt to determine how the superseded data were derived.
 QM0047
 QM0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8429100991(NAD 83)
 QM0047_MARKER: DS = TRIANGULATION STATION DISK
 QM0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0047
 QM0047  HISTORY     - Date     Condition        Report By
 QM0047  HISTORY     - 1921     MONUMENTED       CGS
 QM0047  HISTORY     - 1922     GOOD             NGS
 QM0047  HISTORY     - 1934     GOOD             NGS
 QM0047  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0047
 QM0047                          STATION DESCRIPTION
 QM0047
 QM0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0047'STATION IS ABOUT 2-1/8 MILES N OF BONITA, 150 METERS N OF
 QM0047'RAILROAD BRIDGE NO. 52, ON THE W SIDE OF THE CHICAGO AND
 QM0047'NORTHWESTERN RAILWAY, 5.57 METERS (18.275 FEET) W OF THE W
 QM0047'RAIL.
 QM0047'
 QM0047'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 QM0047'DISKS SET IN CONCRETE.
 QM0047'
 QM0047'THE UNDERGROUND MARK IS 36 INCHES DEEP.
 QM0047
 QM0047                          STATION RECOVERY (1922)
 QM0047
 QM0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 QM0047'2.4 MI S FROM MOUNTAIN.
 QM0047'ABOUT 2-1/2 MILES NORTH OF BONITA, 150 METERS NORTH OF RAILROAD
 QM0047'BRIDGE 52, ON THE WEST SIDE OF THE C. AND N.W. RY., 5.57 METERS
 QM0047'(18.275 FEET) WEST OF THE WEST RAIL.
 QM0047
 QM0047                          STATION RECOVERY (1934)
 QM0047
 QM0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QM0047'RECOVERED IN GOOD CONDITION.
 QM0047
 QM0047                          STATION RECOVERY (1985)
 QM0047
 QM0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0983 ***********************************************************************
 OM0983  DESIGNATION -  KING
 OM0983  PID         -  OM0983
 OM0983  STATE/COUNTY-  WI/GREEN LAKE
 OM0983  USGS QUAD   -  MANCHESTER (1980)
 OM0983
 OM0983                         *CURRENT SURVEY CONTROL
 OM0983  ___________________________________________________________________
 OM0983* NAD 83(1991)-  43 41 50.67990(N)    089 03 58.45207(W)     ADJUSTED  
 OM0983* NAVD 88     -       290.     (meters)     951.     (feet)  SCALED    
 OM0983  ___________________________________________________________________
 OM0983  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 OM0983  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 OM0983
 OM0983  HORZ ORDER  -  SECOND
 OM0983
 OM0983.The horizontal coordinates were established by classical geodetic methods
 OM0983.and adjusted by the National Geodetic Survey in November 1991..
 OM0983
 OM0983.The orthometric height was scaled from a topographic map.
 OM0983
 OM0983.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0983
 OM0983.The geoid height was determined by GEOID03.
 OM0983
 OM0983;                    North         East     Units Scale Factor Converg.
 OM0983;SPC WI S     -   188,989.274   675,267.529   MT  0.99994588   +0 38 29.7
 OM0983;SPC WI S     -   620,042.31  2,215,440.22   sFT  0.99994588   +0 38 29.7
 OM0983;UTM  16      - 4,840,340.391   333,500.022   MT  0.99994099   -1 25 40.0
 OM0983
 OM0983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0983!SPC WI S     -   0.99996013  x   0.99994588  =   0.99990601
 OM0983!UTM  16      -   0.99996013  x   0.99994099  =   0.99990112
 OM0983
 OM0983:                Primary Azimuth Mark                     Grid Az
 OM0983:SPC WI S     -  KING AZ MK                               056 58 33.6
 OM0983:UTM  16      -  KING AZ MK                               059 02 43.3
 OM0983
 OM0983|---------------------------------------------------------------------|
 OM0983| PID    Reference Object                     Distance      Geod. Az  |
 OM0983|                                                           dddmmss.s |
 OM0983| CI9895 KING AZ MK                                         0573703.3 |
 OM0983| CI9896 KING RM 1                            10.193 METERS 08938     |
 OM0983| OM0986 FRIESLAND MUNICIPAL TANK            APPROX.12.2 KM 1800552.3 |
 OM0983| CI9897 KING RM 2                            11.119 METERS 26830     |
 OM0983| CI9898 KING RM 3                            23.515 METERS 35925     |
 OM0983|---------------------------------------------------------------------|
 OM0983
 OM0983                          SUPERSEDED SURVEY CONTROL
 OM0983
 OM0983  NAD 83(1986)-  43 41 50.67375(N)    089 03 58.45890(W) AD(       ) 2
 OM0983  NAD 27      -  43 41 50.73940(N)    089 03 58.05310(W) AD(       ) 2
 OM0983
 OM0983.Superseded values are not recommended for survey control.
 OM0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0983.See file dsdata.txt to determine how the superseded data were derived.
 OM0983
 OM0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP3350040340(NAD 83)
 OM0983_MARKER: DS = TRIANGULATION STATION DISK
 OM0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0983
 OM0983  HISTORY     - Date     Condition        Report By
 OM0983  HISTORY     - 1958     MONUMENTED       CGS
 OM0983  HISTORY     - 20030813 MARK NOT FOUND   USPSQD
 OM0983
 OM0983                          STATION DESCRIPTION
 OM0983
 OM0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM0983'THE STATION IS ABOUT 4.0 MILES EAST OF KINGSTON, ABOUT 1.0 MILE
 OM0983'NORTHWEST OF MANCHESTER, IN THE NORTHWEST QUARTER OF SEC. 10,
 OM0983'T-14-N, R-12-E AND IS ON THE ROAD RIGHT-OF-WAY.  IT IS 43
 OM0983'FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 44, 12 FEET EAST
 OM0983'OF THE CENTERLINE OF A FIELD ROAD, 2 FEET NORTH OF A WIRE
 OM0983'FENCE, AND 5 FEET WEST OF A WHITE WITNESS POST.  THE MONUMENT
 OM0983'PROJECTS 1 INCH AND THE DISK IS STAMPED KING 1958.
 OM0983'
 OM0983'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 44 AND
 OM0983'73 ABOUT 0.5 MILE NORTHWEST OF MANCHESTER, GO WEST ON HIGHWAY
 OM0983'44 FOR 0.75 MILE TO THE STATION ON THE LEFT.
 OM0983'
 OM0983'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAYS
 OM0983'44 AND 73, GO NORTH ON HIGHWAY 73 FOR 0.45 MILE TO THE MARK ON
 OM0983'THE RIGHT.
 OM0983'
 OM0983'REFERENCE MARK 1 IS 42 FEET SOUTH OF THE CENTERLINE OF HIGHWAY
 OM0983'44, 1 FOOT NORTH OF A WIRE FENCE, AND 29 FEET EAST OF THE WHITE
 OM0983'WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 OM0983'STAMPED KING NO 1 1958.
 OM0983'
 OM0983'REFERENCE MARK 2 IS 43 FEET SOUTH OF THE CENTERLINE OF HIGHWAY
 OM0983'44, 26 FEET WEST OF THE CENTERLINE OF A FIELD ROAD, AND 16 FEET
 OM0983'WEST OF A WEST GATEPOST.  THE MONUMENT PROJECTS 2 INCHES AND
 OM0983'THE DISK IS STAMPED KING NO 2 1958.
 OM0983'
 OM0983'REFERENCE MARK 3 IS 35 FEET NORTH OF THE CENTERLINE OF HIGHWAY
 OM0983'44, 3 FEET EAST OF AN EAST GATEPOST, AND 1 FOOT SOUTH OF A
 OM0983'WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED KING
 OM0983'NO 3 1958.
 OM0983'
 OM0983'THE AZIMUTH MARK IS 49 FEET EAST OF THE CENTERLINE OF STATE
 OM0983'HIGHWAY 73, 34 FEET SOUTH OF A POWER POLE, AND 3 FEET SOUTH OF
 OM0983'A WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS
 OM0983'STAMPED KING 1958.
 OM0983'
 OM0983'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OM0983
 OM0983                          STATION RECOVERY (2003)
 OM0983
 OM0983'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0983'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1077 ***********************************************************************
 PN1077  DESIGNATION -  KING
 PN1077  PID         -  PN1077
 PN1077  STATE/COUNTY-  WI/WAUSHARA
 PN1077  USGS QUAD   -  WAUTOMA NE (1983)
 PN1077
 PN1077                         *CURRENT SURVEY CONTROL
 PN1077  ___________________________________________________________________
 PN1077* NAD 83(1991)-  44 11 32.54636(N)    089 20 52.69345(W)     ADJUSTED  
 PN1077* NAVD 88     -       395.9    (meters)    1299.     (feet)  VERTCON   
 PN1077  ___________________________________________________________________
 PN1077  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 PN1077  GEOID HEIGHT-         -36.09  (meters)                     GEOID03
 PN1077
 PN1077  HORZ ORDER  -  FIRST
 PN1077
 PN1077.The horizontal coordinates were established by classical geodetic methods
 PN1077.and adjusted by the National Geodetic Survey in November 1991..
 PN1077
 PN1077.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1077
 PN1077.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1077
 PN1077.The geoid height was determined by GEOID03.
 PN1077
 PN1077;                    North         East     Units Scale Factor Converg.
 PN1077;SPC WI S     -   243,766.498   652,128.466   MT  1.00002796   +0 26 52.8
 PN1077;SPC WI S     -   799,757.25  2,139,524.81   sFT  1.00002796   +0 26 52.8
 PN1077;UTM  16      - 4,895,920.546   312,361.308   MT  1.00003303   -1 38 13.8
 PN1077
 PN1077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1077!SPC WI S     -   0.99994359  x   1.00002796  =   0.99997154
 PN1077!UTM  16      -   0.99994359  x   1.00003303  =   0.99997661
 PN1077
 PN1077:                Primary Azimuth Mark                     Grid Az
 PN1077:SPC WI S     -  KING AZ MK                               023 35 06.8
 PN1077:UTM  16      -  KING AZ MK                               025 40 13.4
 PN1077
 PN1077|---------------------------------------------------------------------|
 PN1077| PID    Reference Object                     Distance      Geod. Az  |
 PN1077|                                                           dddmmss.s |
 PN1077| PN1076 KING AZ MK                          404.463 METERS 0240159.6 |
 PN1077| CJ5180 KING RM 1                            25.707 METERS 20433     |
 PN1077| CJ5181 KING RM 2                            24.612 METERS 33928     |
 PN1077|---------------------------------------------------------------------|
 PN1077
 PN1077                          SUPERSEDED SURVEY CONTROL
 PN1077
 PN1077  NAD 83(1986)-  44 11 32.54350(N)    089 20 52.70183(W) AD(       ) 1
 PN1077  NAD 27      -  44 11 32.62972(N)    089 20 52.27276(W) AD(       ) 1
 PN1077  NGVD 29 (07/19/86)  395.9    (m)         1299.     (f) VERT ANG       
 PN1077
 PN1077.Superseded values are not recommended for survey control.
 PN1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1077.See file dsdata.txt to determine how the superseded data were derived.
 PN1077
 PN1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP1236195921(NAD 83)
 PN1077_MARKER: DH = HORIZONTAL CONTROL DISK
 PN1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1077_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PN1077_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PN1077
 PN1077  HISTORY     - Date     Condition        Report By
 PN1077  HISTORY     - 1981     MONUMENTED       NGS
 PN1077
 PN1077                          STATION DESCRIPTION
 PN1077
 PN1077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 PN1077'THE STATION IS LOCATED ABOUT 26.5 KM (16-1/2 MI) SOUTHEAST OF
 PN1077'WAUPACA, 12.8 KM (8 MI) NORTH-NORTHWEST OF WAUTOMA, 11.3 KM
 PN1077'(7.0 MI) EAST-SOUTHEAST OF PLAINFIELD AND IN THE
 PN1077'NW1/4,S20,T20N,R10E OF ROSE TOWNSHIP.
 PN1077'OWNERSHIP--MR. HAROLD KING, ROUTE 1,
 PN1077'ALMOND, WI 54909.
 PN1077'TELEPHONE NUMBER (715) 366-7232.
 PN1077'
 PN1077'TO REACH THE STATION FROM THE POST OFFICE IN PLAINFIELD, GO
 PN1077'EAST ON STATE HIGHWAY 73 FOR 1.3 KM (0.8 MI) TO A FORK LEFT.
 PN1077'TURN LEFT AND CONTINUE EAST ON COUNTY ROAD P
 PN1077'FOR 9.0 KM (5.6 MI) TO A PAVED CROSSROAD, THIRTEENTH AVENUE.
 PN1077'TURN RIGHT AND GO SOUTH ON THIRTEENTH AVENUE FOR 1.6 KM (1.0 MI)
 PN1077'TO A SIDE ROAD LEFT, APACHE AVENUE.  TURN LEFT AND GO EAST ON
 PN1077'APACHE AVENUE FOR 1.4 KM (0.9 MI) TO A SIDE ROAD LEFT,
 PN1077'FORTEENTH AVENUE.  CONTINUE EAST ON APACHE AVENUE FOR 0.25 KM
 PN1077'(0.15 MI) TO A WIRE GATE ON THE RIGHT.
 PN1077'TURN RIGHT AND PASS THROUGHT THE GATE AND GO SOUTHEAST ACROSS A
 PN1077'FIELD FOR 0.1 KM (0.05 MI) TO A GATE.  PASS THROUGH  THE GATE AND
 PN1077'TURN RIGHT AND GO SOUTH ON THE WEST SIDE OF A FENCE, OF THE
 PN1077'WESTEREN MOST PASTURE FOR 0.3 KM (0.2 MI) TO THE SOUTH  END OF
 PN1077'THE PASTURE AND TWO GATES.  BEAR RIGHT AND PASS THROUGH THE
 PN1077'WESTEREN MOST GATE. GO SOUTHWEST ACROSS A FIELD FOR 0.2 KM
 PN1077'(0.15 MI) TO THE ENTRANCE TO ANOTHER FIELD.  (TO REACH THE
 PN1077'AZIMUTH MARK TURN SHARP RIGHT AND GO NORTH-NORTHEAST FOR 0.15 KM
 PN1077'(0.1 MI) TO THE EDGE OF THE WOODS AND THE AZIMUTH MARK.)
 PN1077'PASS THROUGH THE GATE, TURN RIGHT AND GO WEST AND SOUTH FOLLOWING
 PN1077'THE FENCE LINE FOR 1.1 KM (0.7 MI) TO THE STATION IN THE
 PN1077'SOUTHWEST CORNER OF THE FIELD AND ON THE HIGHEST GROUND.
 PN1077'
 PN1077'THE STATION IS A STANDARD NGS DISK
 PN1077'STAMPED---KING 1981---,
 PN1077'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN1077'FLUSH WITH THE GROUND. IT IS LOCATED
 PN1077'26.1 METERS (85.8 FT) NORTHEAST FROM A METAL WITNESS POST,
 PN1077'25.19 METERS (82.8 FT) SOUTHEAST FROM A METAL WITNESS POST AND
 PN1077'13.20 METERS (43.4 FT) EAST FROM A FENCE.
 PN1077'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 PN1077'STAMPED---KING 1981---,
 PN1077'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 PN1077'
 PN1077'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 PN1077'STAMPED---KING NO 1 1981---,
 PN1077'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN1077'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 PN1077'4.34 METERS (14.3 FT) NORTHEAST FROM A TWENTY INCH DIAMETER TREE,
 PN1077'1.85 METERS (6.0 FT) EAST FROM A FENCE AND
 PN1077'0.55 METER (1.9 FT) EAST-NORTHEAST FROM A METAL WITNESS POST.
 PN1077'MARK IS BELOW STATION 0.3 METERS.
 PN1077'
 PN1077'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 PN1077'STAMPED---KING NO 2 1981---,
 PN1077'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN1077'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 PN1077'4.8 METERS (15.9 FT) EAST FROM A FENCE AND
 PN1077'0.70 METER (2.4 FT) EAST-SOUTHEAST FROM A METAL WITNESS POST.
 PN1077'MARK IS BELOW STATION 0.6 METERS.
 PN1077'
 PN1077'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 PN1077'STAMPED---KING 1981---,
 PN1077'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 0.6 METERS
 PN1077'LARGEST DIMENSION.  IT IS LOCATED
 PN1077'11.48 METERS (37.8 FT) SOUTH FROM A FENCE AND
 PN1077'9.10 METERS (29.10 FT) SOUTH-SOUTHWEST FROM A METAL WITNESS POST.
 PN1077'
 PN1077'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF HEAVY BRUSH AND
 PN1077'R TREES ON LINE.
 PN1077'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1076 ***********************************************************************
 PN1076  DESIGNATION -  KING AZ MK
 PN1076  PID         -  PN1076
 PN1076  STATE/COUNTY-  WI/WAUSHARA
 PN1076  USGS QUAD   -  WAUTOMA NE (1983)
 PN1076
 PN1076                         *CURRENT SURVEY CONTROL
 PN1076  ___________________________________________________________________
 PN1076* NAD 83(1991)-  44 11 44.51433(N)    089 20 45.27549(W)     ADJUSTED  
 PN1076* NAVD 88     -       389.6    (meters)    1278.     (feet)  VERTCON   
 PN1076  ___________________________________________________________________
 PN1076  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 PN1076  GEOID HEIGHT-         -36.09  (meters)                     GEOID03
 PN1076
 PN1076  HORZ ORDER  -  SECOND
 PN1076
 PN1076.The horizontal coordinates were established by classical geodetic methods
 PN1076.and adjusted by the National Geodetic Survey in November 1991..
 PN1076
 PN1076.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1076
 PN1076.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1076
 PN1076.The geoid height was determined by GEOID03.
 PN1076
 PN1076;                    North         East     Units Scale Factor Converg.
 PN1076;SPC WI S     -   244,137.185   652,290.302   MT  1.00002877   +0 26 57.9
 PN1076;SPC WI S     -   800,973.41  2,140,055.77   sFT  1.00002877   +0 26 57.9
 PN1076;UTM  16      - 4,896,285.101   312,536.525   MT  1.00003222   -1 38 09.0
 PN1076
 PN1076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1076!SPC WI S     -   0.99994457  x   1.00002877  =   0.99997334
 PN1076!UTM  16      -   0.99994457  x   1.00003222  =   0.99997679
 PN1076
 PN1076                          SUPERSEDED SURVEY CONTROL
 PN1076
 PN1076  NAD 83(1986)-  44 11 44.51147(N)    089 20 45.28389(W) AD(       ) 2
 PN1076  NAD 27      -  44 11 44.59772(N)    089 20 44.85499(W) AD(       ) 2
 PN1076  NGVD 29 (07/19/86)  389.6    (m)         1278.     (f) VERT ANG       
 PN1076
 PN1076.Superseded values are not recommended for survey control.
 PN1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1076.See file dsdata.txt to determine how the superseded data were derived.
 PN1076
 PN1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP1253796285(NAD 83)
 PN1076_MARKER: DZ = AZIMUTH MARK DISK
 PN1076_SETTING: 80 = SET IN A BOULDER
 PN1076_SP_SET: PARTIALLY EXPOSED BOULDER
 PN1076_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PN1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1076+STABILITY: SURFACE MOTION
 PN1076
 PN1076  HISTORY     - Date     Condition        Report By
 PN1076  HISTORY     - 1981     MONUMENTED       NGS
 PN1076
 PN1076                          STATION DESCRIPTION
 PN1076
 PN1076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 PN1076'THE STATION IS LOCATED ABOUT 26.5 KM (16-1/2 MI) SOUTHEAST OF
 PN1076'WAUPACA, 12.8 KM (8 MI) NORTH-NORTHWEST OF WAUTOMA, 11.3 KM (7 MI)
 PN1076'EAST-SOUTHEAST OF PLAINFIELD AND IN THE NW1/4,S20,T20N,R10E OF
 PN1076'ROSE TOWNSHIP.
 PN1076'
 PN1076'TO REACH THE STATION FROM THE POST OFFICE IN PLAINFIELD, GO
 PN1076'EAST ON STATE HIGHWAY 73 FOR 1.3 KM (0.8 MI) TO A FORK.
 PN1076'TURN LEFT AND GO EAST ON COUNTY ROAD P FOR 9.0 KM (5.6 MI) TO A
 PN1076'PAVED CROSSROAD, THIRTEENTH AVENUE.  TURN RIGHT AND GO SOUTH ON
 PN1076'THIRTEENTH AVENUE FOR 1.6 KM (1.0 MI) TO A SIDE ROAD LEFT, APACHE
 PN1076'AVENUE.  TURN LEFT AND GO EAST ON APACHE AVENUE FOR 1.4 KM
 PN1076'(0.9 MI) TO A SIDE ROAD LEFT, FORTEENTH AVENUE.  CONTINUE AHEAD
 PN1076'AND EAST FOR 0.25 KM (0.15 MI) TO A WIRE GATE ON THE RIGHT.  TURN
 PN1076'RIGHT AND PASS THROUGH THE GATE AND GO SOUTHEAST ACROSS A FIELD FOR
 PN1076'0.1 KM (0.05 MI) TO A GATE.  PASS THROUGH THE GATE, TURN RIGHT AND
 PN1076'GO SOUTH ON THE WEST SIDE OF A FENCE, OF THE WESTEREN MOST
 PN1076'PASTURE, FOR 0.3 KM (0.2 MI) TO THE SOUTH END OF THE PASTURE AND
 PN1076'TWO GATES.  BEAR RIGHT AND PASS THROUGH THE WESTEREN MOST GATE
 PN1076'AND GO WEST ALONG THE FENCE FOR 0.15 KM (0.1 MI) TO THE STATION.
 PN1076'
 PN1076'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 PN1076'STAMPED---KING 1981---,
 PN1076'SET INTO A PARTIALLY EXPOSED BOULDER OF 6 CM LARGEST DEMENSION
 PN1076'FLUSH WITH GROUND.  IT IS LOCATED
 PN1076'11.48 METERS (37.8 FT) SOUTH FROM A FENCE AND
 PN1076'9.10 METERS (29.1 FT) SOUTH-SOUTHWEST FROM A METAL WITNESS POST.
 PN1076'
 PN1076'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5530 ***********************************************************************
 DH5530  DESIGNATION -  KING GPS
 DH5530  PID         -  DH5530
 DH5530  STATE/COUNTY-  WI/WAUPACA
 DH5530  USGS QUAD   -  KING (1982)
 DH5530
 DH5530                         *CURRENT SURVEY CONTROL
 DH5530  ___________________________________________________________________
 DH5530* NAD 83(1997)-  44 21 03.33229(N)    089 12 21.55844(W)     ADJUSTED  
 DH5530* NAVD 88     -                                                        
 DH5530  ___________________________________________________________________
 DH5530  X           -      63,308.569 (meters)                     COMP
 DH5530  Y           -  -4,568,046.445 (meters)                     COMP
 DH5530  Z           -   4,436,235.419 (meters)                     COMP
 DH5530  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 DH5530  ELLIP HEIGHT-         253.88  (meters)          (08/01/05) GPS OBS
 DH5530  GEOID HEIGHT-         -36.24  (meters)                     GEOID03
 DH5530
 DH5530  HORZ ORDER  -  FIRST
 DH5530  ELLP ORDER  -  SECOND    CLASS I
 DH5530
 DH5530.The horizontal coordinates were established by GPS observations
 DH5530.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5530
 DH5530
 DH5530.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5530
 DH5530.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5530
 DH5530.The ellipsoidal height was determined by GPS observations
 DH5530.and is referenced to NAD 83.
 DH5530
 DH5530.The geoid height was determined by GEOID03.
 DH5530
 DH5530;                    North         East     Units Scale Factor Converg.
 DH5530;SPC WI C     -    57,823.401   663,305.960   MT  0.99998245   +0 33 36.8
 DH5530;SPC WI C     -   189,708.94  2,176,196.30   sFT  0.99998245   +0 33 36.8
 DH5530;UTM  16      - 4,913,217.225   324,181.568   MT  0.99998017   -1 32 33.0
 DH5530
 DH5530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5530!SPC WI C     -   0.99996019  x   0.99998245  =   0.99994264
 DH5530!UTM  16      -   0.99996019  x   0.99998017  =   0.99994036
 DH5530
 DH5530                          SUPERSEDED SURVEY CONTROL
 DH5530
 DH5530.No superseded survey control is available for this station.
 DH5530
 DH5530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ2418213217(NAD 83)
 DH5530_MARKER: DD = SURVEY DISK
 DH5530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5530_STAMPING: KING GPS 2004
 DH5530_MARK LOGO: WIDT  
 DH5530_PROJECTION: FLUSH
 DH5530_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5530+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5530
 DH5530  HISTORY     - Date     Condition        Report By
 DH5530  HISTORY     - 2003     MONUMENTED       WIDT
 DH5530  HISTORY     - 20051228 GOOD             WIDT
 DH5530
 DH5530                          STATION DESCRIPTION
 DH5530
 DH5530'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5530'OWNERSHIP--TOWNSHIP OF FARMINGTON.  TO REACH THE STATION FROM THE
 DH5530'JUNCTION OF STATE HIGHWAY 54 WITH COUNTY HIGHWAY Q ABOUT 4 MI WEST OF
 DH5530'THE CITY OF  WAUPACA, GO WEST ON STTE HIGHWAY 54 FOR 1.1 MI TO HARTMAN
 DH5530'CREEK ROAD ON THE LEFT,  TURN LEFT AND GO SOUTH ON HARTMAN CREEK ROAD
 DH5530'FOR 0.1 MI TO THE STATION ON THE RIGHT.   THE STATION IS A BRONZE
 DH5530'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC  SURVEY CONTROL
 DH5530'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT
 DH5530'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 10.5 M NORTH OF THE
 DH5530'CENTERLINE OF HARTMAN  CREEK ROAD, 166 M SOUTH OF THE CENTERLINE OF
 DH5530'STATE HIGHWAY 54, 4 M EAST OF A CULTIVATED  FIELD, 1.0 M WEST OF AN
 DH5530'ORANGE 4X4 PLASTIC WITNESS POST, 1.0 M SOUTHEAST OF AN  ORANGE 4X4
 DH5530'PLASTIC WITNESS POST AND 1.0 M NORTHEAST OF AN ORANGE 4X4 PLASTIC
 DH5530'WITNESS  POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH5530'EXTENDING HIGHER THAN 15  DEGREES ABOVE THE HORIZON.
 DH5530
 DH5530                          STATION RECOVERY (2005)
 DH5530
 DH5530'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5530'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0958 ***********************************************************************
 PN0958  DESIGNATION -  KING HI
 PN0958  PID         -  PN0958
 PN0958  STATE/COUNTY-  WI/WINNEBAGO
 PN0958  USGS QUAD   -  OSHKOSH (1992)
 PN0958
 PN0958                         *CURRENT SURVEY CONTROL
 PN0958  ___________________________________________________________________
 PN0958* NAD 83(1991)-  44 05 47.25519(N)    088 32 42.10863(W)     ADJUSTED  
 PN0958* NAVD 88     -       239.     (meters)     784.     (feet)  SCALED    
 PN0958  ___________________________________________________________________
 PN0958  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 PN0958  GEOID HEIGHT-         -36.30  (meters)                     GEOID03
 PN0958
 PN0958  HORZ ORDER  -  SECOND
 PN0958
 PN0958.The horizontal coordinates were established by classical geodetic methods
 PN0958.and adjusted by the National Geodetic Survey in November 1991..
 PN0958
 PN0958.The orthometric height was scaled from a topographic map.
 PN0958
 PN0958.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0958
 PN0958.The geoid height was determined by GEOID03.
 PN0958
 PN0958;                    North         East     Units Scale Factor Converg.
 PN0958;SPC WI S     -   233,921.417   716,503.169   MT  1.00000619   +0 59 59.0
 PN0958;SPC WI S     -   767,457.18  2,350,727.48   sFT  1.00000619   +0 59 59.0
 PN0958;UTM  16      - 4,883,746.975   376,328.946   MT  0.99978811   -1 04 31.0
 PN0958
 PN0958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0958!SPC WI S     -   0.99996822  x   1.00000619  =   0.99997441
 PN0958!UTM  16      -   0.99996822  x   0.99978811  =   0.99975634
 PN0958
 PN0958:                Primary Azimuth Mark                     Grid Az
 PN0958:SPC WI S     -  KING HI AZ MK                            052 34 38.6
 PN0958:UTM  16      -  KING HI AZ MK                            054 39 08.6
 PN0958
 PN0958|---------------------------------------------------------------------|
 PN0958| PID    Reference Object                     Distance      Geod. Az  |
 PN0958|                                                           dddmmss.s |
 PN0958| CJ5171 KING HI AZ MK                                      0533437.6 |
 PN0958| PN0920 HIGHCLIFF ATT RADIO TOWER           APPROX.21.9 KM 0714227.7 |
 PN0958| PN0959 WINNEBAGO ST HOSP WATER TANK        APPROX. 3.3 KM 1405306.4 |
 PN0958| PN0966 WINNEBAGO CO HOME WATER TANK        APPROX. 2.4 KM 1462518.6 |
 PN0958| OM0709 PEEBLES ATT RADIO TOWER             APPROX.36.0 KM 1495353.3 |
 PN0958| PN0963 OSHKOSH RAD STA WOSH TOWER          APPROX. 5.8 KM 1671452.6 |
 PN0958| OM0918 OSHKOSH COUNTRY CLUB TANK           APPROX.15.0 KM 1744754.9 |
 PN0958| CJ5173 KING HI RM 2                         26.758 METERS 17900     |
 PN0958| PN0962 OSHKOSH PAINE LUMBER CO TANK        APPROX. 6.7 KM 1904725.8 |
 PN0958| PN0965 KING HI 2                            15.827 METERS 31524     |
 PN0958| CJ5172 KING HI RM 1                         27.255 METERS 35901     |
 PN0958|---------------------------------------------------------------------|
 PN0958
 PN0958                          SUPERSEDED SURVEY CONTROL
 PN0958
 PN0958  NAD 83(1986)-  44 05 47.24976(N)    088 32 42.10944(W) AD(       ) 2
 PN0958  NAD 27      -  44 05 47.29600(N)    088 32 41.72500(W) AD(       ) 2
 PN0958
 PN0958.Superseded values are not recommended for survey control.
 PN0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0958.See file dsdata.txt to determine how the superseded data were derived.
 PN0958
 PN0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7632983747(NAD 83)
 PN0958_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PN0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0958
 PN0958  HISTORY     - Date     Condition        Report By
 PN0958  HISTORY     - 1954     MONUMENTED       CGS
 PN0958  HISTORY     - 1958     SEE DESCRIPTION  CGS
 PN0958  HISTORY     - 20040104 MARK NOT FOUND   USPSQD
 PN0958
 PN0958                          STATION DESCRIPTION
 PN0958
 PN0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 PN0958'STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF NEENAH AND
 PN0958'4-1/2 MILES NORTH OF OSHKOSH NEAR THE INTERSECTION OF U.S.
 PN0958'HIGHWAYS 41 AND 45.  STATION IS 8 FEET SOUTHEAST OF WITNESS
 PN0958'POST AND 1 FOOT EAST OF FENCE.  THE MARK PROJECTS ABOUT
 PN0958'5 INCHES AND THE DISK IS STAMPED KINH HI 1954.
 PN0958'
 PN0958'REFERENCE MARK NO. 1 IS 59 FEET SOUTH OF THE SOUTHWEST CORNER
 PN0958'OF SMALL WHITE BUILDING AND 1 FOOT EAST OF FENCE.  THE MARK
 PN0958'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED KING HI NO 1 1954.
 PN0958'
 PN0958'REFERENCE MARK NO. 2 PROJECTS ABOUT 6 INCHES AND THE DISK
 PN0958'IS STAMPED KING HI NO 2 1954.
 PN0958'
 PN0958'AZIMUTH MARK IS 61 FEET SOUTHEAST OF THE CENTERLINE OF
 PN0958'U.S. HIGHWAY 41, 23 FEET SOUTHWEST OF FENCE CORNER, 9 FEET
 PN0958'SOUTH OF A LONE TREE AND 1 FOOT SOUTHEAST OF WITNESS POST.
 PN0958'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 PN0958'KING HI 1954.
 PN0958'
 PN0958'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 110 AND 150
 PN0958'IN WINCHESTER GO EAST ON STATE HIGHWAY 150 FOR 6.0 MILES
 PN0958'TO JUNCTION OF U.S. HIGHWAY 45.  TURN RIGHT AND GO SOUTH
 PN0958'ON U.S. HIGHWAY 45 FOR 7.1 MILES TO THE KING HI CLUB TAVERN
 PN0958'ON THE RIGHT JUST BEFORE REACHING THE JUNCTION OF U.S. HIGHWAY
 PN0958'41.  TURN RIGHT ON DRIVEWAY TO TAVERN AND GO SOUTHWEST FOR
 PN0958'0.1 MILE TO FENCELINE AND STATION AS DESCRIBED.  TO REACH
 PN0958'AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAYS 41 AND 45 GO
 PN0958'NORTHEAST ON U.S. HIGHWAY 41 FOR 0.3 MILE TO AZIMUTH MARK
 PN0958'ON RIGHT AS DESCRIBED.
 PN0958'
 PN0958'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 PN0958
 PN0958                          STATION RECOVERY (1958)
 PN0958
 PN0958'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 PN0958'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 PN0958'IN GOOD CONDITION EXCEPT THE AZIMUTH MARK WHICH HAD BEEN
 PN0958'COVERED ABOUT 18 INCHES BY DIRT FILL AND THE LINE OF SIGHT
 PN0958'FROM THE STATION TO THE AZIMUTH MARK WAS OBSTRUCTED BY A
 PN0958'BUILDING NEAR THE STATION.  THE AZIMUTH MARK SHOULD BE CONSIDERED
 PN0958'DESTROYED.  ROAD CONSTRUCTION WORK ALONG U.S. HIGHWAY 41
 PN0958'WILL DESTROY THE STATION AND REFERENCE MARKS.  THEY WERE
 PN0958'MOVED AND KING HI 2 1958 WAS ESTABLISHED.  FOR DETAILS, SEE
 PN0958'THE DESCRIPTION OF KING HI 2.
 PN0958
 PN0958                          STATION RECOVERY (2004)
 PN0958
 PN0958'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0958'NOT FOUND.  NOTE-- THE FORMER HIGHWAY 45 IS NOW HIGHWAY 76.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0965 ***********************************************************************
 PN0965  DESIGNATION -  KING HI 2
 PN0965  PID         -  PN0965
 PN0965  STATE/COUNTY-  WI/WINNEBAGO
 PN0965  USGS QUAD   -  OSHKOSH (1992)
 PN0965
 PN0965                         *CURRENT SURVEY CONTROL
 PN0965  ___________________________________________________________________
 PN0965* NAD 83(1991)-  44 05 47.62032(N)    088 32 42.60824(W)     ADJUSTED  
 PN0965* NAVD 88     -       239.     (meters)     784.     (feet)  SCALED    
 PN0965  ___________________________________________________________________
 PN0965  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 PN0965  GEOID HEIGHT-         -36.30  (meters)                     GEOID03
 PN0965
 PN0965  HORZ ORDER  -  THIRD
 PN0965
 PN0965.The horizontal coordinates were established by classical geodetic methods
 PN0965.and adjusted by the National Geodetic Survey in November 1991..
 PN0965.No horizontal observational check was made to the station.
 PN0965
 PN0965.The orthometric height was scaled from a topographic map.
 PN0965
 PN0965.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0965
 PN0965.The geoid height was determined by GEOID03.
 PN0965
 PN0965;                    North         East     Units Scale Factor Converg.
 PN0965;SPC WI S     -   233,932.491   716,491.861   MT  1.00000621   +0 59 58.6
 PN0965;SPC WI S     -   767,493.51  2,350,690.38   sFT  1.00000621   +0 59 58.6
 PN0965;UTM  16      - 4,883,758.448   376,318.049   MT  0.99978814   -1 04 31.3
 PN0965
 PN0965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0965!SPC WI S     -   0.99996822  x   1.00000621  =   0.99997443
 PN0965!UTM  16      -   0.99996822  x   0.99978814  =   0.99975637
 PN0965
 PN0965|---------------------------------------------------------------------|
 PN0965| PID    Reference Object                     Distance      Geod. Az  |
 PN0965|                                                           dddmmss.s |
 PN0965| CJ5174 KING HI 2 RM 3                       19.302 METERS 03136     |
 PN0965| PN0958 KING HI                              15.827 METERS 13524     |
 PN0965| PN0959 WINNEBAGO ST HOSP WATER TANK        APPROX. 3.4 KM 1405133.3 |
 PN0965| PN0966 WINNEBAGO CO HOME WATER TANK        APPROX. 2.5 KM 1462104.1 |
 PN0965| PN0963 OSHKOSH RAD STA WOSH TOWER          APPROX. 5.8 KM 1670953.7 |
 PN0965| PN0962 OSHKOSH PAINE LUMBER CO TANK        APPROX. 6.7 KM 1904046.9 |
 PN0965| CJ5175 KING HI 2 RM 4                        5.401 METERS 21253     |
 PN0965| PN0969 KING HI 3 1974 RM 7                 APPROX. 0.5 KM 2150122.8 |
 PN0965| PN0968 KING HI 3                            45.151 METERS 24804     |
 PN0965|---------------------------------------------------------------------|
 PN0965
 PN0965                          SUPERSEDED SURVEY CONTROL
 PN0965
 PN0965  NAD 83(1986)-  44 05 47.61489(N)    088 32 42.60904(W) AD(       ) 3
 PN0965  NAD 27      -  44 05 47.66110(N)    088 32 42.22460(W) AD(       ) 3
 PN0965
 PN0965.Superseded values are not recommended for survey control.
 PN0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0965.See file dsdata.txt to determine how the superseded data were derived.
 PN0965
 PN0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7631883758(NAD 83)
 PN0965_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PN0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0965
 PN0965  HISTORY     - Date     Condition        Report By
 PN0965  HISTORY     - 1958     MONUMENTED       CGS
 PN0965  HISTORY     - 1974     SEE DESCRIPTION  NGS
 PN0965  HISTORY     - 19940813 GOOD             USPSQD
 PN0965  HISTORY     - 20040104 MARK NOT FOUND   USPSQD
 PN0965
 PN0965                          STATION DESCRIPTION
 PN0965
 PN0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (FAR)
 PN0965'STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF NEENAH AND
 PN0965'4 MILES NORTH OF OSHKOSH AND ABOUT 100 YARDS SOUTHWEST OF A
 PN0965'POINT WHERE FOUR-LANE U.S. HIGHWAY 41 PASSES OVER U.S. HIGHWAY
 PN0965'45, 337 FEET SOUTH OF THE CENTER OF AN EAST-WEST HARD-SURFACED
 PN0965'SECTIONLINE ROAD, AND 3 FEET SOUTH OF A WHITE WITNESS POST.
 PN0965'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED KING HI
 PN0965'2 1958.
 PN0965'
 PN0965'REFERENCE MARK NO. 3 IS 63.55 FEET NORTH-NORTHEAST OF THE STATION,
 PN0965'282 FEET SOUTH OF AN EAST-WEST HARD-SURFACED SECTIONLINE ROAD,
 PN0965'AND IN THE RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 6 INCHES
 PN0965'AND THE DISK IS STAMPED KING HI 2 NO 3 1958.
 PN0965'
 PN0965'REFERENCE MARK NO. 4 IS 17.72 FEET SOUTH-SOUTHWEST OF THE
 PN0965'STATION AND 1 FOOT EAST-SOUTHEAST OF THE RIGHT-OF-WAY LINE
 PN0965'FOR THE HIGHWAY.  THE MARK PROJECTS 6 INCHES AND THE DISK
 PN0965'IS STAMPED KING HI 2 NO 4 1958.
 PN0965'
 PN0965'THERE IS NO AZIMUTH MARK FOR THIS STATION.  BUT ALL THE
 PN0965'OBJECTS LISTED ABOVE MAY BE USED AS NATURAL AZIMUTHS.
 PN0965'
 PN0965'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 PN0965'110 AND 150 IN WINCHESTER, GO EAST ON STATE HIGHWAY 150
 PN0965'FOR 6.0 MILES TO THE JUNCTION OF U.S. HIGHWAY 45.  TURN
 PN0965'RIGHT AND GO SOUTH ON U.S. HIGHWAY 45 FOR 7.1 MILES TO WHERE
 PN0965'IT PASSES UNDER U.S. HIGHWAY 41 AND THE STATION 100 YARDS
 PN0965'SOUTHWEST AS DESCRIBED.
 PN0965'
 PN0965'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PN0965
 PN0965                          STATION RECOVERY (1974)
 PN0965
 PN0965'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 PN0965'STATION MARK AND REFERENCE MARK 3 WERE RECOVERED IN GOOD
 PN0965'CONDITION.  THE STATION HAD TO BE MOVED DUE TO ROAD CHANGES.
 PN0965'REFERENCE MARK 3 AND RADIO STATION WOSH VERIFIED THE 1958
 PN0965'DIRECTION.  THE DISTANCE CHECKED THE 1958 DATA TO REFERENCE MARK
 PN0965'3.  AFTER NEW STATION KING HI 3 WAS ESTABLISHED KING HI 2 1958
 PN0965'AND REFERENCE MARK 3 WAS DESTROYED.  FOR DETAILS SEE DESCRIPTION
 PN0965'OF KING HI 3.
 PN0965'
 PN0965'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NORTH
 PN0965'OF OSHKOSH.
 PN0965
 PN0965                          STATION RECOVERY (1994)
 PN0965
 PN0965'RECOVERY NOTE BY US POWER SQUADRON 1994
 PN0965'RECOVERED IN GOOD CONDITION.
 PN0965
 PN0965                          STATION RECOVERY (2004)
 PN0965
 PN0965'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0965'NOT FOUND.  NOTE-- THE FORMER HIGHWAY 45 IS NOW HIGHWAY 76.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0968 ***********************************************************************
 PN0968  DESIGNATION -  KING HI 3
 PN0968  PID         -  PN0968
 PN0968  STATE/COUNTY-  WI/WINNEBAGO
 PN0968  USGS QUAD   -  OSHKOSH (1992)
 PN0968
 PN0968                         *CURRENT SURVEY CONTROL
 PN0968  ___________________________________________________________________
 PN0968* NAD 83(1991)-  44 05 47.07390(N)    088 32 44.49119(W)     ADJUSTED  
 PN0968* NAVD 88     -       238.     (meters)     781.     (feet)  SCALED    
 PN0968  ___________________________________________________________________
 PN0968  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 PN0968  GEOID HEIGHT-         -36.30  (meters)                     GEOID03
 PN0968
 PN0968  HORZ ORDER  -  THIRD
 PN0968
 PN0968.The horizontal coordinates were established by classical geodetic methods
 PN0968.and adjusted by the National Geodetic Survey in November 1991..
 PN0968.No horizontal observational check was made to the station.
 PN0968
 PN0968.The orthometric height was scaled from a topographic map.
 PN0968
 PN0968.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0968
 PN0968.The geoid height was determined by GEOID03.
 PN0968
 PN0968;                    North         East     Units Scale Factor Converg.
 PN0968;SPC WI S     -   233,914.898   716,450.278   MT  1.00000618   +0 59 57.3
 PN0968;SPC WI S     -   767,435.79  2,350,553.95   sFT  1.00000618   +0 59 57.3
 PN0968;UTM  16      - 4,883,742.376   376,275.865   MT  0.99978827   -1 04 32.6
 PN0968
 PN0968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0968!SPC WI S     -   0.99996838  x   1.00000618  =   0.99997456
 PN0968!UTM  16      -   0.99996838  x   0.99978827  =   0.99975665
 PN0968
 PN0968|---------------------------------------------------------------------|
 PN0968| PID    Reference Object                     Distance      Geod. Az  |
 PN0968|                                                           dddmmss.s |
 PN0968| PN0965 KING HI 2                            45.151 METERS 06804     |
 PN0968| PN0967 KING HI 4                           148.468 METERS 08347     |
 PN0968| CJ5176 KING HI 3 RM 5                       19.511 METERS 21015     |
 PN0968| PN0969 KING HI 3 1974 RM 7                 486.557 METERS 2120720.0 |
 PN0968| CJ5177 KING HI 3 RM 6                       21.091 METERS 31416     |
 PN0968|---------------------------------------------------------------------|
 PN0968
 PN0968                          SUPERSEDED SURVEY CONTROL
 PN0968
 PN0968  NAD 83(1986)-  44 05 47.06846(N)    088 32 44.49202(W) AD(       ) 3
 PN0968  NAD 27      -  44 05 47.11461(N)    088 32 44.10780(W) AD(       ) 3
 PN0968
 PN0968.Superseded values are not recommended for survey control.
 PN0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0968.See file dsdata.txt to determine how the superseded data were derived.
 PN0968
 PN0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7627683742(NAD 83)
 PN0968_MARKER: DS = TRIANGULATION STATION DISK
 PN0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0968_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PN0968
 PN0968  HISTORY     - Date     Condition        Report By
 PN0968  HISTORY     - 1974     MONUMENTED       NGS
 PN0968  HISTORY     - 1975     SEE DESCRIPTION  NGS
 PN0968  HISTORY     - 19940813 GOOD             USPSQD
 PN0968  HISTORY     - 20040104 MARK NOT FOUND   USPSQD
 PN0968
 PN0968                          STATION DESCRIPTION
 PN0968
 PN0968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 PN0968'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF NEENAH AND
 PN0968'4 MILES NORTH OF OSHKOSH, AND ABOUT 0.15 MILE SOUTHWEST OF THE
 PN0968'JUNCTION OF U.S. HIGHWAYS 45 AND 41 ON A GRADED BANK ALONG THE
 PN0968'NORTHERLY SIDE OF A SERVICE ROAD.  IT IS 201 FEET SOUTHEAST OF THE
 PN0968'SOUTHEAST CORNER OF A SERVICE STATION, 58 FEET NORTHWEST OF THE
 PN0968'PROPOSED CENTERLINE OF THE SERVICE ROAD AND 1 FOOT NORTH OF A
 PN0968'METAL WITNESS POST.  THE MARK PROJECTS 1 INCH AND THE DISK IS
 PN0968'STAMPED KING HI 3 1974.
 PN0968'
 PN0968'REFERENCE MARK NO. 5 IS 237 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 PN0968'OF THE SERVICE STATION, 56 FEET NORTH WEST OF THE PROPOSED
 PN0968'CENTERLINE OF THE SERVICE ROAD, 33 FEET NORTHEAST OF A RIGHT OF
 PN0968'WAY MARKER AND 1 FOOT NORTH OF A METAL WITNESS POST.  THE MARK
 PN0968'PROJECTS 4 INCHES AND THE DISK IS STAMPED KING HI 3 NO 5 1974.
 PN0968'
 PN0968'REFERENCE MARK NO. 6 IS 135 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 PN0968'THE SERVICE STATION AND 127 FEET NORTHWEST OF THE CENTERLINE
 PN0968'OF THE SERVICE ROAD.  THE DISK IS CEMENTED IN A DRILL HOLE IN
 PN0968'THE SOUTHEAST CORNER OF A CONCRETE BASE SUPPORTING 3 TALL STEEL
 PN0968'SUPPORTS FOR SIGN.  THE DISK IS STAMPED KING HI 3 NO 6 1974.
 PN0968'
 PN0968'REFERENCE MARK NO. 7 IS 57 FEET SOUTHEAST OF CENTERLINE OF
 PN0968'NORTH BOUND TRAFFIC OF HIGHWAY 41, 1 FOOT WEST OF A FENCE LINE
 PN0968'AND 1 FOOT NORTHEAST OF A METAL WITNESS POST.  THE MARK PROJECTS 3
 PN0968'INCHES AND THE DISK IS STAMPED KING HI 3 NO 7 1974.
 PN0968'
 PN0968'TO REACH THE AZIMUTH MARK (R.M. NO. 7) FROM THE JUNCTIONS OF HIGHWAYS
 PN0968'41 AND 45, GO SOUTHWEST ON HIGHWAY 41 FOR 0.35 MILE TO THE MARK
 PN0968'ON THE LEFT AND ON STATE RIGHT OF WAY.
 PN0968
 PN0968                          STATION RECOVERY (1975)
 PN0968
 PN0968'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 PN0968'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 PN0968'GOOD CONDITION.  ROAD CONSTRUCTION WORK ALONG U.S. HIGHWAYS 41 AND
 PN0968'45 WILL DESTROY THE STATION AND REFERENCE MARKS.  THE MARKS WERE
 PN0968'MOVED AND KING HI 4 1975 WAS ESTABLISHED.  FOR DETAILS, SEE KING
 PN0968'HI 4.
 PN0968'
 PN0968'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 PN0968'NORTH OF OSHKOSH.
 PN0968
 PN0968                          STATION RECOVERY (1994)
 PN0968
 PN0968'RECOVERY NOTE BY US POWER SQUADRON 1994
 PN0968'RECOVERED IN GOOD CONDITION.
 PN0968
 PN0968                          STATION RECOVERY (2004)
 PN0968
 PN0968'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0968'NOT FOUND.  NOTE-- THE FORMER HIGHWAY 45 IS NOW HIGHWAY 76.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0969 ***********************************************************************
 PN0969  DESIGNATION -  KING HI 3 1974 RM 7
 PN0969  PID         -  PN0969
 PN0969  STATE/COUNTY-  WI/WINNEBAGO
 PN0969  USGS QUAD   -  OSHKOSH (1992)
 PN0969
 PN0969                         *CURRENT SURVEY CONTROL
 PN0969  ___________________________________________________________________
 PN0969* NAD 83(1991)-  44 05 33.72292(N)    088 32 56.12159(W)     ADJUSTED  
 PN0969* NAVD 88     -       233.     (meters)     764.     (feet)  SCALED    
 PN0969  ___________________________________________________________________
 PN0969  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 PN0969  GEOID HEIGHT-         -36.29  (meters)                     GEOID03
 PN0969
 PN0969  HORZ ORDER  -  THIRD
 PN0969
 PN0969.The horizontal coordinates were established by classical geodetic methods
 PN0969.and adjusted by the National Geodetic Survey in November 1991..
 PN0969.No horizontal observational check was made to the station.
 PN0969
 PN0969.The orthometric height was scaled from a topographic map.
 PN0969
 PN0969.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0969
 PN0969.The geoid height was determined by GEOID03.
 PN0969
 PN0969;                    North         East     Units Scale Factor Converg.
 PN0969;SPC WI S     -   233,498.373   716,198.787   MT  1.00000539   +0 59 49.3
 PN0969;SPC WI S     -   766,069.25  2,349,728.85   sFT  1.00000539   +0 59 49.3
 PN0969;UTM  16      - 4,883,335.318   376,009.515   MT  0.99978908   -1 04 40.5
 PN0969
 PN0969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0969!SPC WI S     -   0.99996916  x   1.00000539  =   0.99997455
 PN0969!UTM  16      -   0.99996916  x   0.99978908  =   0.99975825
 PN0969
 PN0969:                Primary Azimuth Mark                     Grid Az
 PN0969:SPC WI S     -  KING HI 3                                031 07 22.6
 PN0969:UTM  16      -  KING HI 3                                033 11 52.4
 PN0969
 PN0969|---------------------------------------------------------------------|
 PN0969| PID    Reference Object                     Distance      Geod. Az  |
 PN0969|                                                           dddmmss.s |
 PN0969| PN0968 KING HI 3                           486.557 METERS 0320711.9 |
 PN0969| PN0965 KING HI 2                           APPROX. 0.5 KM 0350113.4 |
 PN0969| PN0967 KING HI 4                           APPROX. 0.6 KM 0432957.4 |
 PN0969|---------------------------------------------------------------------|
 PN0969
 PN0969                          SUPERSEDED SURVEY CONTROL
 PN0969
 PN0969  NAD 83(1986)-  44 05 33.71751(N)    088 32 56.12242(W) AD(       ) 3
 PN0969  NAD 27      -  44 05 33.76365(N)    088 32 55.73796(W) AD(       ) 3
 PN0969
 PN0969.Superseded values are not recommended for survey control.
 PN0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0969.See file dsdata.txt to determine how the superseded data were derived.
 PN0969
 PN0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7601083335(NAD 83)
 PN0969_MARKER: DD = SURVEY DISK
 PN0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0969+STABILITY: SURFACE MOTION
 PN0969
 PN0969  HISTORY     - Date     Condition        Report By
 PN0969  HISTORY     - 1974     MONUMENTED       NGS
 PN0969  HISTORY     - 19940813 GOOD             USPSQD
 PN0969
 PN0969                          STATION DESCRIPTION
 PN0969
 PN0969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 PN0969'THE STATION IS LOCATED SOUTHWEST OF NEENAH AND NORTH OF OSHKOSH.
 PN0969'
 PN0969'REFERENCE MARK NO. 7 IS 57 FEET SOUTHEAST OF CENTERLINE OF
 PN0969'NORTH BOUND TRAFFIC OF HIGHWAY 41, 1 FOOT WEST OF A FENCE LINE AND
 PN0969'1 FOOT NORTHEAST OF A METAL WITNESS POST.  THE MARK PROJECTS
 PN0969'3 INCHES AND THE DISK IS STAMPED KING HI 3 NO 7 1974.
 PN0969'
 PN0969'TO REACH THE AZIMUTH MARK (R.M. NO. 7) FROM THE JUNCTION OF
 PN0969'HIGHWAYS 41 AND 45, GO SOUTHWEST ON HIGHWAY 41 FOR 0.35 MILE
 PN0969'TO THE MARK ON THE LEFT AND ON STATE RIGHT OF WAY.
 PN0969
 PN0969                          STATION RECOVERY (1994)
 PN0969
 PN0969'RECOVERY NOTE BY US POWER SQUADRON 1994
 PN0969'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0967 ***********************************************************************
 PN0967  DESIGNATION -  KING HI 4
 PN0967  PID         -  PN0967
 PN0967  STATE/COUNTY-  WI/WINNEBAGO
 PN0967  USGS QUAD   -  OSHKOSH (1992)
 PN0967
 PN0967                         *CURRENT SURVEY CONTROL
 PN0967  ___________________________________________________________________
 PN0967* NAD 83(1991)-  44 05 47.59440(N)    088 32 37.85569(W)     ADJUSTED  
 PN0967* NAVD 88     -       241.     (meters)     791.     (feet)  SCALED    
 PN0967  ___________________________________________________________________
 PN0967  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 PN0967  GEOID HEIGHT-         -36.30  (meters)                     GEOID03
 PN0967
 PN0967  HORZ ORDER  -  THIRD
 PN0967
 PN0967.The horizontal coordinates were established by classical geodetic methods
 PN0967.and adjusted by the National Geodetic Survey in November 1991..
 PN0967.No horizontal observational check was made to the station.
 PN0967
 PN0967.The orthometric height was scaled from a topographic map.
 PN0967
 PN0967.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0967
 PN0967.The geoid height was determined by GEOID03.
 PN0967
 PN0967;                    North         East     Units Scale Factor Converg.
 PN0967;SPC WI S     -   233,933.537   716,597.572   MT  1.00000621   +1 00 01.9
 PN0967;SPC WI S     -   767,496.95  2,351,037.20   sFT  1.00000621   +1 00 01.9
 PN0967;UTM  16      - 4,883,755.666   376,423.705   MT  0.99978782   -1 04 28.0
 PN0967
 PN0967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0967!SPC WI S     -   0.99996791  x   1.00000621  =   0.99997412
 PN0967!UTM  16      -   0.99996791  x   0.99978782  =   0.99975573
 PN0967
 PN0967|---------------------------------------------------------------------|
 PN0967| PID    Reference Object                     Distance      Geod. Az  |
 PN0967|                                                           dddmmss.s |
 PN0967| CJ5178 KING HI 4 RM 8                       12.931 METERS 05915     |
 PN0967| CJ5179 KING HI 4 RM 9                       13.528 METERS 12511     |
 PN0967| PN0966 WINNEBAGO CO HOME WATER TANK        APPROX. 2.4 KM 1482642.0 |
 PN0967| PN0969 KING HI 3 1974 RM 7                 APPROX. 0.6 KM 2233010.1 |
 PN0967| PN0968 KING HI 3                           148.468 METERS 26347     |
 PN0967|---------------------------------------------------------------------|
 PN0967
 PN0967                          SUPERSEDED SURVEY CONTROL
 PN0967
 PN0967  NAD 83(1986)-  44 05 47.58896(N)    088 32 37.85641(W) AD(       ) 3
 PN0967  NAD 27      -  44 05 47.63509(N)    088 32 37.47216(W) AD(       ) 3
 PN0967
 PN0967.Superseded values are not recommended for survey control.
 PN0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0967.See file dsdata.txt to determine how the superseded data were derived.
 PN0967
 PN0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7642483756(NAD 83)
 PN0967_MARKER: DS = TRIANGULATION STATION DISK
 PN0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0967_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PN0967
 PN0967  HISTORY     - Date     Condition        Report By
 PN0967  HISTORY     - 1975     MONUMENTED       NGS
 PN0967  HISTORY     - 1997     GOOD             USPSQD
 PN0967
 PN0967                          STATION DESCRIPTION
 PN0967
 PN0967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 PN0967'STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF NEENAH AND 4 MILES
 PN0967'NORTH OF OSHKOSH AND JUST WEST OF THE INTERSECTION OF U.S.
 PN0967'HIGHWAYS 41 AND 45 IN THE CENTER MEDIAN STRIP OF U.S. HIGHWAY 41.
 PN0967'126 FEET SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 45 SOUTH BOUND
 PN0967'TRAFFIC, 39 FEET WEST OF THE SOUTH END OF A HIGHWAY GUARD
 PN0967'RAIL, 28 FEET EAST OF THE CENTERLINE OF SOUTHWEST BOUND TRAFFIC
 PN0967'OF HIGHWAY 41, 27 FEET WEST OF THE CENTERLINE OF NORTHEAST BOUND
 PN0967'TRAFFIC OF HIGHWAY 41 AND 1 FOOT NORTHEAST OF A METAL WITNESS POST.
 PN0967'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED KING
 PN0967'HI 4 1975.
 PN0967'
 PN0967'REFERENCE MARK 8 IS LOCATED IN THE SOUTHWEST END OF BRIDGE
 PN0967'ABUTMENT, CEMENTED IN A DRILL HOLE AND AT THE MOST EXTREME END
 PN0967'OF THE OVERPASS.  THE DISK IS STAMPED KING HI 4 NO 8 1975.
 PN0967'
 PN0967'REFERENCE MARK 9 IS LOCATED IN THE SOUTHWEST END OF THE OVERPASS,
 PN0967'OF THE BRIDGE ABUTMENT OF HIGHWAY 41 NORTH BOUND TRAFFIC AND AT
 PN0967'THE MOST SOUTHERLY END OF THE OVERPASS.  THE DISK IS CEMENTED IN A
 PN0967'DRILL HOLE AND THE DISK IS STAMPED KING HI 4 NO 9 1975.
 PN0967'
 PN0967'THE AZIMUTH MARK IS 57 FEET SOUTHEAST OF THE CENTERLINE OF NORTH
 PN0967'BOUND TRAFFIC OF U.S. HIGHWAY 41, 2 FEET NORTHWEST OF A FENCELINE
 PN0967'AND 1 FOOT NORTHEAST OF A METAL WITNESS POST AND ON
 PN0967'HIGHWAY-RIGHT-OF-WAY.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK
 PN0967'IS STAMPED KING HI 3 RM 7 1974.
 PN0967'
 PN0967'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON
 PN0967'HIGHWAY 41 FOR 0.35 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 PN0967'
 PN0967'NOTE--THE EDM DISTANCES ARE SLOPE DISTANCES.
 PN0967'
 PN0967'NEAREST TOWN--OSHKOSH.
 PN0967'
 PN0967'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PN0967
 PN0967                          STATION RECOVERY (1997)
 PN0967
 PN0967'RECOVERY NOTE BY US POWER SQUADRON 1997
 PN0967'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1067 ***********************************************************************
 PN1067  DESIGNATION -  KING VETERANS HOME WATER TANK
 PN1067  PID         -  PN1067
 PN1067  STATE/COUNTY-  WI/WAUPACA
 PN1067  USGS QUAD   -  KING (1982)
 PN1067
 PN1067                         *CURRENT SURVEY CONTROL
 PN1067  ___________________________________________________________________
 PN1067* NAD 83(1991)-  44 20 20.66958(N)    089 08 43.71062(W)     ADJUSTED  
 PN1067* NAVD 88     -                                                        
 PN1067  ___________________________________________________________________
 PN1067  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 PN1067  GEOID HEIGHT-         -36.29  (meters)                     GEOID03
 PN1067
 PN1067  HORZ ORDER  -  THIRD
 PN1067
 PN1067.The horizontal coordinates were established by classical geodetic methods
 PN1067.and adjusted by the National Geodetic Survey in November 1991..
 PN1067
 PN1067
 PN1067.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1067
 PN1067.The geoid height was determined by GEOID03.
 PN1067
 PN1067;                    North         East     Units Scale Factor Converg.
 PN1067;SPC WI C     -    56,555.625   668,144.325   MT  0.99998435   +0 36 10.6
 PN1067;SPC WI C     -   185,549.58  2,192,070.17   sFT  0.99998435   +0 36 10.6
 PN1067;SPC WI S     -   260,213.674   668,150.005   MT  1.00006675   +0 35 13.7
 PN1067;SPC WI S     -   853,717.70  2,192,088.81   sFT  1.00006675   +0 35 13.7
 PN1067;UTM  16      - 4,911,772.795   328,970.093   MT  0.99995975   -1 29 59.4
 PN1067
 PN1067                          SUPERSEDED SURVEY CONTROL
 PN1067
 PN1067  NAD 83(1986)-  44 20 20.66737(N)    089 08 43.71720(W) AD(       ) 4
 PN1067  NAD 27      -  44 20 20.72900(N)    089 08 43.28600(W) AD(       ) 3
 PN1067
 PN1067.Superseded values are not recommended for survey control.
 PN1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1067.See file dsdata.txt to determine how the superseded data were derived.
 PN1067
 PN1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ2897011773(NAD 83)
 PN1067_MARKER: 53 = ELEVATED TANK
 PN1067
 PN1067  HISTORY     - Date     Condition        Report By
 PN1067  HISTORY     - 1954     FIRST OBSERVED   CGS
 PN1067  HISTORY     - 19941029 MARK NOT FOUND   USPSQD
 PN1067  HISTORY     - 19990822 GOOD             USPSQD
 PN1067  HISTORY     - 20030702 MARK NOT FOUND   USPSQD
 PN1067
 PN1067                          STATION DESCRIPTION
 PN1067
 PN1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 PN1067'THE STATION IS LOCATED IN THE SMALL VILLAGE OF KING, AT THE
 PN1067'GRAND OLD ARMY HOME.  IT IS ABOUT 135 FEET HIGH, OF STEEL
 PN1067'CONSTRUCTION, PAINTED SILVER, FOUR LEGGED AND HAS A BALL
 PN1067'ON TOP.  THE POINT INTERSECTED WAS THE BALL ON TOP.
 PN1067
 PN1067                          STATION RECOVERY (1994)
 PN1067
 PN1067'RECOVERY NOTE BY US POWER SQUADRON 1994
 PN1067'MARK NOT FOUND.
 PN1067
 PN1067                          STATION RECOVERY (1999)
 PN1067
 PN1067'RECOVERY NOTE BY US POWER SQUADRON 1999
 PN1067'RECOVERED IN GOOD CONDITION.
 PN1067
 PN1067                          STATION RECOVERY (2003)
 PN1067
 PN1067'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN1067'NOT FOUND.  THE WATER TOWER WAS TORN DOWN IN THE 1960'S.  TO REACH THE
 PN1067'KING VETERAN'S HOME, GO SOUTH ON HIGHWAY 22 FROM HIGHWAY 10 FOR 2.7
 PN1067'MILES TO COUNTY HIGHWAY QQ.  TURN RIGHT (WEST) ON CTH QQ FOR 0.5 MILE
 PN1067'TO THE HOME ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1068 ***********************************************************************
 PN1068  DESIGNATION -  KING VETERANS HOME STACK
 PN1068  PID         -  PN1068
 PN1068  STATE/COUNTY-  WI/WAUPACA
 PN1068  USGS QUAD   -  KING (1982)
 PN1068
 PN1068                         *CURRENT SURVEY CONTROL
 PN1068  ___________________________________________________________________
 PN1068* NAD 83(1991)-  44 20 11.91670(N)    089 08 42.96566(W)     ADJUSTED  
 PN1068* NAVD 88     -                                                        
 PN1068  ___________________________________________________________________
 PN1068  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 PN1068  GEOID HEIGHT-         -36.29  (meters)                     GEOID03
 PN1068
 PN1068  HORZ ORDER  -  THIRD
 PN1068
 PN1068.The horizontal coordinates were established by classical geodetic methods
 PN1068.and adjusted by the National Geodetic Survey in November 1991..
 PN1068
 PN1068
 PN1068.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1068
 PN1068.The geoid height was determined by GEOID03.
 PN1068
 PN1068;                    North         East     Units Scale Factor Converg.
 PN1068;SPC WI C     -    56,285.648   668,163.670   MT  0.99998475   +0 36 11.1
 PN1068;SPC WI C     -   184,663.83  2,192,133.64   sFT  0.99998475   +0 36 11.1
 PN1068;SPC WI S     -   259,943.670   668,169.277   MT  1.00006605   +0 35 14.2
 PN1068;SPC WI S     -   852,831.86  2,192,152.04   sFT  1.00006605   +0 35 14.2
 PN1068;UTM  16      - 4,911,502.297   328,979.519   MT  0.99995971   -1 29 58.7
 PN1068
 PN1068                          SUPERSEDED SURVEY CONTROL
 PN1068
 PN1068  NAD 83(1986)-  44 20 11.91459(N)    089 08 42.97237(W) AD(       ) 4
 PN1068  NAD 27      -  44 20 11.97500(N)    089 08 42.54100(W) AD(       ) 3
 PN1068
 PN1068.Superseded values are not recommended for survey control.
 PN1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1068.See file dsdata.txt to determine how the superseded data were derived.
 PN1068
 PN1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ2898011502(NAD 83)
 PN1068_MARKER: 63 = STACK
 PN1068
 PN1068  HISTORY     - Date     Condition        Report By
 PN1068  HISTORY     - 1954     FIRST OBSERVED   CGS
 PN1068  HISTORY     - 19941022 GOOD             USPSQD
 PN1068  HISTORY     - 19990822 MARK NOT FOUND   USPSQD
 PN1068  HISTORY     - 20030702 GOOD             USPSQD
 PN1068
 PN1068                          STATION DESCRIPTION
 PN1068
 PN1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 PN1068'THE STATION IS LOCATED AT THE SMALL VILLAGE OF KING, AT THE
 PN1068'GRAND OLD ARMY HOME.  IT IS ABOUT 185 FEET HIGH AND OF RED
 PN1068'GLAZED TILE CONSTRUCTION.  THE POINT INTERSECTED WAS THE CENTER OF
 PN1068'THE TOP OF THE STACK.
 PN1068
 PN1068                          STATION RECOVERY (1994)
 PN1068
 PN1068'RECOVERY NOTE BY US POWER SQUADRON 1994
 PN1068'RECOVERED IN GOOD CONDITION.
 PN1068
 PN1068                          STATION RECOVERY (1999)
 PN1068
 PN1068'RECOVERY NOTE BY US POWER SQUADRON 1999
 PN1068'MARK NOT FOUND.
 PN1068
 PN1068                          STATION RECOVERY (2003)
 PN1068
 PN1068'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN1068'RECOVERED IN GOOOD CONDITION.  THE STACK WAS BUILT IN 1953 WHEN THE
 PN1068'POWER HOUSE WAS BUILT.  TO REACH THE KING VETERAN'S HOME, GO SOUTH ON
 PN1068'HIGHWAY 22 FROM HIGHWAY 10 FOR 2.7 MILES TO COUNTY HIGHWAY QQ.  TURN
 PN1068'RIGHT (WEST) ON CTH QQ FOR 0.5 MILE TO THE HOME ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0992 ***********************************************************************
 OM0992  DESIGNATION -  KINGSTON
 OM0992  PID         -  OM0992
 OM0992  STATE/COUNTY-  WI/GREEN LAKE
 OM0992  USGS QUAD   -  MARQUETTE (1980)
 OM0992
 OM0992                         *CURRENT SURVEY CONTROL
 OM0992  ___________________________________________________________________
 OM0992* NAD 83(1991)-  43 39 32.41380(N)    089 08 03.61913(W)     ADJUSTED  
 OM0992* NAVD 88     -       317.     (meters)    1040.     (feet)  SCALED    
 OM0992  ___________________________________________________________________
 OM0992  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 OM0992  GEOID HEIGHT-         -35.67  (meters)                     GEOID03
 OM0992
 OM0992  HORZ ORDER  -  SECOND
 OM0992
 OM0992.The horizontal coordinates were established by classical geodetic methods
 OM0992.and adjusted by the National Geodetic Survey in November 1991..
 OM0992
 OM0992.The orthometric height was scaled from a topographic map.
 OM0992
 OM0992.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0992
 OM0992.The geoid height was determined by GEOID03.
 OM0992
 OM0992;                    North         East     Units Scale Factor Converg.
 OM0992;SPC WI S     -   184,663.238   669,822.559   MT  0.99994264   +0 35 41.3
 OM0992;SPC WI S     -   605,849.31  2,197,576.18   sFT  0.99994264   +0 35 41.3
 OM0992;UTM  16      - 4,836,213.722   327,902.371   MT  0.99996431   -1 28 25.8
 OM0992
 OM0992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0992!SPC WI S     -   0.99995589  x   0.99994264  =   0.99989853
 OM0992!UTM  16      -   0.99995589  x   0.99996431  =   0.99992020
 OM0992
 OM0992:                Primary Azimuth Mark                     Grid Az
 OM0992:SPC WI S     -  MARKESAN MUNICIPAL TANK                  064 05 37.0
 OM0992:UTM  16      -  MARKESAN MUNICIPAL TANK                  066 09 44.1
 OM0992
 OM0992|---------------------------------------------------------------------|
 OM0992| PID    Reference Object                     Distance      Geod. Az  |
 OM0992|                                                           dddmmss.s |
 OM0992| OM0963 MARKESAN MUNICIPAL TANK             APPROX.13.2 KM 0644118.3 |
 OM0992| OM0962 MARKESAN ZION EV U B CH SPIRE       APPROX.13.2 KM 0645843.1 |
 OM0992| OM0961 MARKESAN CANNING CO STACK           APPROX.13.6 KM 0675242.4 |
 OM0992| CI9903 KINGSTON AZ MK                                     2021441.9 |
 OM0992| CI9904 KINGSTON RM 1                        23.236 METERS 24048     |
 OM0992| CI9905 KINGSTON RM 2                        22.747 METERS 34722     |
 OM0992|---------------------------------------------------------------------|
 OM0992
 OM0992                          SUPERSEDED SURVEY CONTROL
 OM0992
 OM0992  NAD 83(1986)-  43 39 32.40719(N)    089 08 03.62657(W) AD(       ) 2
 OM0992  NAD 27      -  43 39 32.47170(N)    089 08 03.21450(W) AD(       ) 2
 OM0992
 OM0992.Superseded values are not recommended for survey control.
 OM0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0992.See file dsdata.txt to determine how the superseded data were derived.
 OM0992
 OM0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP2790236214(NAD 83)
 OM0992_MARKER: DS = TRIANGULATION STATION DISK
 OM0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0992
 OM0992  HISTORY     - Date     Condition        Report By
 OM0992  HISTORY     - 1958     MONUMENTED       CGS
 OM0992
 OM0992                          STATION DESCRIPTION
 OM0992
 OM0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM0992'THE STATION IS ABOUT 8.0 MILES WEST-SOUTHWEST OF MARKESAN, ABOUT
 OM0992'2.5 MILES SOUTH OF KINGSTON, IN THE SOUTHWEST QUARTER OF SEC. 25,
 OM0992'T-14-N, R-11-E AND ON THE PROPERTY OF MR. CARL BENDER.  IT
 OM0992'IS 27 FEET SOUTHWEST OF AN 18 INCH OAK TREE WITH A TRIANGULAR
 OM0992'BLAZE, 16 FEET WEST OF A WIRE FENCE AND 15 FEET WEST OF A WHITE
 OM0992'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 OM0992'KINGSTON 1958.
 OM0992'
 OM0992'TO REACH THE STATION FROM THE U.S. POST OFFICE IN KINGSTON, GO
 OM0992'SOUTH ON STATE HIGHWAY 44 FOR 1.65 MILES TO THE JUNCTION WITH
 OM0992'COUNTY HIGHWAYS X AND HH.  CONTINUE SOUTH ON HIGHWAY HH FOR
 OM0992'0.7 MILE TO A DRIVEWAY LEFT TO MR. BENDERS HOME.* TURN LEFT
 OM0992'AND GO EAST ON THE DRIVEWAY, PASSING TO THE RIGHT OF A SILO AND
 OM0992'A BARN, TO A GATE.  PASS THROUGH THE GATE AND GO EAST ABOUT
 OM0992'100 FEET TO A LANE RIGHT.  TURN RIGHT AND GO SOUTH ON THE LANE
 OM0992'FOR 0.1 MILE TO THE END OF THE LANE.  CONTINUE SOUTH AND
 OM0992'SOUTHEAST ACROSS A PASTURE, PASSING TO THE RIGHT OF THE FIRST
 OM0992'ROCKY KNOLL, FOR 0.25 MILE TO THE HIGHEST POINT OF THE RIDGE
 OM0992'AND THE STATION AS DESCRIBED.
 OM0992'
 OM0992'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO SOUTH ON COUNTY
 OM0992'HIGHWAY HH FOR 0.55 MILE TO THE AZIMUTH MARK ON THE LEFT.
 OM0992'
 OM0992'REFERENCE MARK 1 IS 91 FEET WEST-SOUTHWEST OF A WHITE WITNESS
 OM0992'POST, 84 FEET WEST OF A WIRE FENCE AND 69 FEET NORTHWEST OF A 14
 OM0992'INCH OAK TREE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 OM0992'STAMPED KINGSTON NO 1 1958.
 OM0992'
 OM0992'REFERENCE MARK 2 IS 77 FEET NORTHWEST OF A WHITE WITNESS POST,
 OM0992'33 FEET WEST OF A WIRE FENCE AND 32 FEET WEST OF A 12 INCH OAK
 OM0992'TREE WITH A TRIANGULAR BLAZE.  THE MONUMENT PROJECTS 4 INCHES
 OM0992'AND THE DISK IS STAMPED KINGSTON NO 2 1958.
 OM0992'
 OM0992'THE AZIMUTH MARK IS 58 FEET SOUTH OF A TELEPHONE POLE, 24 FEET
 OM0992'EAST OF THE CENTERLINE OF COUNTY HIGHWAY HH, 5 FEET NORTH OF A
 OM0992'WHITE WITNESS POST AND 1 FOOT WEST OF A WIRE FENCE.  THE MONUMENT
 OM0992'PROJECTS 4 INCHES AND THE DISK IS STAMPED KINGSTON 1958.
 OM0992'
 OM0992'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5625 ***********************************************************************
 DH5625  DESIGNATION -  KINGSTON NORTH GPS
 DH5625  PID         -  DH5625
 DH5625  STATE/COUNTY-  WI/GREEN LAKE
 DH5625  USGS QUAD   -  MARQUETTE (1980)
 DH5625
 DH5625                         *CURRENT SURVEY CONTROL
 DH5625  ___________________________________________________________________
 DH5625* NAD 83(1997)-  43 42 28.06551(N)    089 10 07.67781(W)     ADJUSTED  
 DH5625* NAVD 88     -                                                        
 DH5625  ___________________________________________________________________
 DH5625  X           -      66,993.561 (meters)                     COMP
 DH5625  Y           -  -4,617,632.607 (meters)                     COMP
 DH5625  Z           -   4,384,821.772 (meters)                     COMP
 DH5625  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 DH5625  ELLIP HEIGHT-         205.64  (meters)          (08/01/05) GPS OBS
 DH5625  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 DH5625
 DH5625  HORZ ORDER  -  FIRST
 DH5625  ELLP ORDER  -  SECOND    CLASS I
 DH5625
 DH5625.The horizontal coordinates were established by GPS observations
 DH5625.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5625
 DH5625
 DH5625.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5625
 DH5625.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5625
 DH5625.The ellipsoidal height was determined by GPS observations
 DH5625.and is referenced to NAD 83.
 DH5625
 DH5625.The geoid height was determined by GEOID03.
 DH5625
 DH5625;                    North         East     Units Scale Factor Converg.
 DH5625;SPC WI S     -   190,055.491   666,989.084   MT  0.99994683   +0 34 16.0
 DH5625;SPC WI S     -   623,540.39  2,188,280.02   sFT  0.99994683   +0 34 16.0
 DH5625;UTM  16      - 4,841,704.912   325,265.387   MT  0.99997556   -1 29 56.3
 DH5625
 DH5625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5625!SPC WI S     -   0.99996775  x   0.99994683  =   0.99991459
 DH5625!UTM  16      -   0.99996775  x   0.99997556  =   0.99994332
 DH5625
 DH5625                          SUPERSEDED SURVEY CONTROL
 DH5625
 DH5625.No superseded survey control is available for this station.
 DH5625
 DH5625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP2526541705(NAD 83)
 DH5625_MARKER: DD = SURVEY DISK
 DH5625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5625_STAMPING: KINGSTON NORTH GPS 1994
 DH5625_MARK LOGO: WI-047
 DH5625_PROJECTION: FLUSH
 DH5625_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5625+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2003
 DH5625
 DH5625  HISTORY     - Date     Condition        Report By
 DH5625  HISTORY     - 1994     MONUMENTED       WI-047
 DH5625  HISTORY     - 20030819 GOOD             WIDT
 DH5625
 DH5625                          STATION DESCRIPTION
 DH5625
 DH5625'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5625'OWNERSHIP--GREEN LAKE COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DH5625'OF COUNTY  HIGHWAY B WITH COUNTY HIGHWAY H NORTH ABOUT 2 MI WEST OF
 DH5625'THE VILLAGE OF KINGSTON, GO  NORTH ON COUNTY HIGHWAY H NORTH FOR 1.1
 DH5625'MI WEST TO THE STATION ON THE LEFT.  THE  STATION IS A BRONZE
 DH5625'WISCONSIN DEPARTMENT OF TRANSPOTATION GEODEDIC CONTROL MARKER  DISK
 DH5625'SET IN THE TOP OF A 40-CM DIAMETER CONCRETE POST  ABOUT LEVEL WITH THE
 DH5625'HIGHWAY  PAVEMENT.  THE STATION IS 14.5 M WEST OF THE CENTERLINE OF
 DH5625'COUNTY HIGHWAY H NORTH, 27.9  M SOUTHWEST OF A WOOD POST FOR A --CURVE
 DH5625'AHEAD 30 MPH-- SIGN, 17.9 M NORTH OF THE  CENTERLINE OF A PARKING AREA
 DH5625'ENTRANCE, 11.3 M NORTH OF A --NO PHEASANT HUNTING AFTER 2  PM-- SIGN,
 DH5625'AND 1.0 M WEST, SOUTHWEST, NORTHEAST OF THREE ORANGE 4X4 PLASTIC
 DH5625'WITNESS  POSTS.  ---NOTE---THIS STATION HAS NO  VISIBLE OBSTRUCTIONS
 DH5625'EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5624 ***********************************************************************
 DH5624  DESIGNATION -  KINGSTON SOUTH GPS
 DH5624  PID         -  DH5624
 DH5624  STATE/COUNTY-  WI/GREEN LAKE
 DH5624  USGS QUAD   -  MARQUETTE (1980)
 DH5624
 DH5624                         *CURRENT SURVEY CONTROL
 DH5624  ___________________________________________________________________
 DH5624* NAD 83(1997)-  43 39 51.97454(N)    089 11 12.06471(W)     ADJUSTED  
 DH5624* NAVD 88     -                                                        
 DH5624  ___________________________________________________________________
 DH5624  X           -      65,599.546 (meters)                     COMP
 DH5624  Y           -  -4,620,993.150 (meters)                     COMP
 DH5624  Z           -   4,381,350.117 (meters)                     COMP
 DH5624  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 DH5624  ELLIP HEIGHT-         223.15  (meters)          (08/01/05) GPS OBS
 DH5624  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 DH5624
 DH5624  HORZ ORDER  -  FIRST
 DH5624  ELLP ORDER  -  SECOND    CLASS I
 DH5624
 DH5624.The horizontal coordinates were established by GPS observations
 DH5624.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5624
 DH5624
 DH5624.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5624
 DH5624.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5624
 DH5624.The ellipsoidal height was determined by GPS observations
 DH5624.and is referenced to NAD 83.
 DH5624
 DH5624.The geoid height was determined by GEOID03.
 DH5624
 DH5624;                    North         East     Units Scale Factor Converg.
 DH5624;SPC WI S     -   185,224.366   665,594.684   MT  0.99994308   +0 33 31.8
 DH5624;SPC WI S     -   607,690.27  2,183,705.23   sFT  0.99994308   +0 33 31.8
 DH5624;UTM  16      - 4,836,927.131   323,697.380   MT  0.99998233   -1 30 36.5
 DH5624
 DH5624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5624!SPC WI S     -   0.99996501  x   0.99994308  =   0.99990809
 DH5624!UTM  16      -   0.99996501  x   0.99998233  =   0.99994734
 DH5624
 DH5624                          SUPERSEDED SURVEY CONTROL
 DH5624
 DH5624.No superseded survey control is available for this station.
 DH5624
 DH5624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP2369736927(NAD 83)
 DH5624_MARKER: DD = SURVEY DISK
 DH5624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5624_STAMPING: KINGSTON SOUTH GPS 1994
 DH5624_MARK LOGO: WIDT  
 DH5624_PROJECTION: FLUSH
 DH5624_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5624+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2003
 DH5624
 DH5624  HISTORY     - Date     Condition        Report By
 DH5624  HISTORY     - 1994     MONUMENTED       WI-047
 DH5624  HISTORY     - 20030819 GOOD             WIDT
 DH5624
 DH5624                          STATION DESCRIPTION
 DH5624
 DH5624'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5624'OWNERSHIP--GREEN LAKE COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DH5624'OF STATE  HIGHWAY 44 WITH COUNTY HIGHWAY H NORTH AND COUNTY HIGHWAY II
 DH5624'ABOUT 10 MI SOUTHWEST  OF THE CITY OF MARKESAN, GO NORTH ON COUNTY
 DH5624'HIGHWAY H NORTH FOR 0.25 MI TO THE STATION  ON THE RIGHT.  THE STATION
 DH5624'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION  GEODEDIC CONTROL
 DH5624'MARKER DISK SET IN THE TOP OF A 40-CM DIAMETER CONCRETE POST ABOUT
 DH5624'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 8.8 M EAST OF THE
 DH5624'CENTERLINE OF COUNTY  HIGHWAY H NORTH, 0.25 MI NORTH OF STATE HIGHWAY
 DH5624'44, 0.25 MI SOUTH OF PRIVATE ENTRANCE  --N1094--, 2 M WEST OF A
 DH5624'CULTIVATED FIELD,  0.4 M EAST OF A GREEN METAL WITNESS POST AND 1.0  M
 DH5624'WEST, NORTHEAST AND SOUTHEAST OF THREE ORANGE 4X4 PLASTIC WITNESS
 DH5624'POSTS.   ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DH5624'HIGHER THAN 18 DEGREES  ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0696 ***********************************************************************
 PO0696  DESIGNATION -  KINSCHE
 PO0696  PID         -  PO0696
 PO0696  STATE/COUNTY-  WI/BUFFALO
 PO0696  USGS QUAD   -  GILMANTON (1973)
 PO0696
 PO0696                         *CURRENT SURVEY CONTROL
 PO0696  ___________________________________________________________________
 PO0696* NAD 83(1991)-  44 23 24.22942(N)    091 41 26.85646(W)     ADJUSTED  
 PO0696* NAVD 88     -       405.     (meters)    1329.     (feet)  SCALED    
 PO0696  ___________________________________________________________________
 PO0696  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 PO0696  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 PO0696
 PO0696  HORZ ORDER  -  FIRST
 PO0696
 PO0696.The horizontal coordinates were established by classical geodetic methods
 PO0696.and adjusted by the National Geodetic Survey in March 1999..
 PO0696
 PO0696.The orthometric height was scaled from a topographic map.
 PO0696
 PO0696.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0696
 PO0696.The geoid height was determined by GEOID03.
 PO0696
 PO0696;                    North         East     Units Scale Factor Converg.
 PO0696;SPC WI C     -    63,265.269   465,292.410   MT  0.99997647   -1 11 34.7
 PO0696;SPC WI C     -   207,562.80  1,526,546.85   sFT  0.99997647   -1 11 34.7
 PO0696;UTM  15      - 4,916,031.304   604,274.565   MT  0.99973372   +0 54 57.3
 PO0696
 PO0696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0696!SPC WI C     -   0.99994130  x   0.99997647  =   0.99991778
 PO0696!UTM  15      -   0.99994130  x   0.99973372  =   0.99967504
 PO0696
 PO0696|---------------------------------------------------------------------|
 PO0696| PID    Reference Object                     Distance      Geod. Az  |
 PO0696|                                                           dddmmss.s |
 PO0696| CJ5183 KINSCHE RM 1                         39.740 METERS 02348     |
 PO0696| CJ5182 KINSCHE AZ MK                                      2491158.5 |
 PO0696| CJ5184 KINSCHE RM 2                         22.823 METERS 30140     |
 PO0696|---------------------------------------------------------------------|
 PO0696
 PO0696                          SUPERSEDED SURVEY CONTROL
 PO0696
 PO0696  NAD 83(1991)-  44 23 24.22547(N)    091 41 26.85417(W) AD(       ) 1
 PO0696  NAD 83(1986)-  44 23 24.22435(N)    091 41 26.86249(W) AD(       ) 1
 PO0696  NAD 27      -  44 23 24.34100(N)    091 41 26.30800(W) AD(       ) 1
 PO0696
 PO0696.Superseded values are not recommended for survey control.
 PO0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0696.See file dsdata.txt to determine how the superseded data were derived.
 PO0696
 PO0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK0427516031(NAD 83)
 PO0696_MARKER: DS = TRIANGULATION STATION DISK
 PO0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0696_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PO0696
 PO0696  HISTORY     - Date     Condition        Report By
 PO0696  HISTORY     - 1934     MONUMENTED       CGS
 PO0696  HISTORY     - 1972     POOR             USGS
 PO0696
 PO0696                          STATION DESCRIPTION
 PO0696
 PO0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 PO0696'THIS STATION IS ABOUT 12 MILES NORTHEAST OF ALMA, ABOUT 5
 PO0696'MILES SOUTH OF GILMANTON, IN NORTHWEST QUARTER SEC. 4, T. 22
 PO0696'N., R. 11 W., ON THE SOUTHEAST EDGE OF THE RIGHT-OF-WAY
 PO0696'OF ROAD NEAR THE LAND OWNED BY WILLIAM KINSCHE.  THE MARK IS
 PO0696'SET 30 FEET SOUTHEAST OF THE CENTER OF THE ROAD, 47 FEET
 PO0696'SOUTHEAST OF A 9-INCH OAK TREE WITH TRIANGULAR BLAZE, 9 FEET
 PO0696'NORTHWEST OF THE FENCE LINE DIVIDING THE COUNTY ROAD AND THE
 PO0696'LAND OWNED BY MR. KINSCHE.  IT PROJECTS 8 INCHES.
 PO0696'
 PO0696'TO REACH FROM MONDOVI BY STATE HIGHWAY 37, GO SOUTH FOR 3.5
 PO0696'MILES TO THE JUNCTION WITH STATE HIGHWAY 88, THEN SOUTH ON
 PO0696'HIGHWAY 88 FOR 10.6 MILES TO THE JUNCTION WITH COUNTY HIGHWAY
 PO0696'X, GO LEFT ON HIGHWAY X FOR 1.1 MILES TO FORK ON THE SUMMIT
 PO0696'OF A HILL.  TURN RIGHT AND GO 1.0 MILE TO THE STATION ON THE
 PO0696'LEFT EDGE OF THE RIGHT-OF-WAY.
 PO0696'
 PO0696'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION, 25
 PO0696'FEET NORTHWEST OF THE CENTER OF THE ROAD, 15 FEET NORTHEAST
 PO0696'OF A 2-FOOT OAK TREE WHICH IS JUST SOUTHEAST OF THE LINE
 PO0696'BETWEEN THE REFERENCE MARKS.
 PO0696'
 PO0696'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, 43 FEET
 PO0696'NORTHWEST OF THE CENTER OF THE ROAD, 29 FEET NORTHWEST OF
 PO0696'OAK TREE WITH TRIANGULAR BLAZE, PROJECTS 10 INCHES.
 PO0696'
 PO0696'AZIMUTH MARK IS 0.3 MILE SOUTHWEST OF THE STATION, ON THE
 PO0696'EAST EDGE OF THE RIGHT OF WAY OF THE COUNTY ROAD, 0.5 FOOT
 PO0696'WEST OF THE FENCE LINE, 11 FEET NORTH OF FENCE CORNER, 18
 PO0696'FEET EAST OF THE CENTER OF THE ROAD, PROJECTS 5 INCHES.
 PO0696'
 PO0696'A 60-FOOT TOWER AT MOY COMES INTO VIEW 65 FEET ABOVE THE GROUND
 PO0696'AT THIS STATION.
 PO0696'
 PO0696'60-FOOT TOWERS AT ROHRSCHEIB, IBERG AND ROEMER COME INTO
 PO0696'VIEW 45 FEET ABOVE THE GROUND AT THIS STATION.
 PO0696'
 PO0696'A 67-FOOT TOWER AT SATHER COMES INTO VIEW 45 FEET ABOVE THE
 PO0696'GROUND.
 PO0696'
 PO0696'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 PO0696'BRONZE DISKS SET IN CONCRETE POSTS.
 PO0696
 PO0696                          STATION RECOVERY (1972)
 PO0696
 PO0696'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JFS)
 PO0696'THE STATION MK. WAS FOUND IN THE GRAVEL SHOULDER OF CO. RD.
 PO0696'XX, 19 FT. SE. OF CENTER OF THE RD. AND 27 FT. E-SE OF
 PO0696'JUNCTION OF A GRAVELED APPROACH TO FIELD NW.  THE STA. MK.
 PO0696'MAY BE SLIGHTLY DISTURBED. RED. MK. 1 WAS FOUND IN GOOD
 PO0696'CONDITION 61 FT. NW OF CENTER OF THE ROAD.  REF. MK. 2 AND THE
 PO0696'AZ.  MK. WERE NOT FOUND AND ARE APPARENTLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AH8956 ***********************************************************************
 AH8956  DESIGNATION -  KIRBY LAKE
 AH8956  PID         -  AH8956
 AH8956  STATE/COUNTY-  WI/BARRON
 AH8956  USGS QUAD   -  CUMBERLAND (1982)
 AH8956
 AH8956                         *CURRENT SURVEY CONTROL
 AH8956  ___________________________________________________________________
 AH8956* NAD 83(1997)-  45 35 30.64308(N)    092 03 09.15825(W)     ADJUSTED  
 AH8956* NAVD 88     -       399.0    (meters)    1309.     (feet)  GPS OBS   
 AH8956  ___________________________________________________________________
 AH8956  X           -    -160,136.838 (meters)                     COMP
 AH8956  Y           -  -4,468,230.584 (meters)                     COMP
 AH8956  Z           -   4,533,882.162 (meters)                     COMP
 AH8956  LAPLACE CORR-         -10.71  (seconds)                    DEFLEC99
 AH8956  ELLIP HEIGHT-         369.52  (meters)          (06/17/02) GPS OBS
 AH8956  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 AH8956
 AH8956  HORZ ORDER  -  FIRST
 AH8956  ELLP ORDER  -  SECOND    CLASS I
 AH8956
 AH8956.The horizontal coordinates were established by GPS observations
 AH8956.and adjusted by the National Geodetic Survey in June 2002..
 AH8956
 AH8956.The orthometric height was determined by GPS observations and a
 AH8956.high-resolution geoid model.
 AH8956
 AH8956.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8956
 AH8956.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8956
 AH8956.The ellipsoidal height was determined by GPS observations
 AH8956.and is referenced to NAD 83.
 AH8956
 AH8956.The geoid height was determined by GEOID03.
 AH8956
 AH8956;                    North         East     Units Scale Factor Converg.
 AH8956;SPC WI C     -   197,437.597   439,852.214   MT  1.00001879   -1 26 53.6
 AH8956;SPC WI C     -   647,759.85  1,443,081.81   sFT  1.00001879   -1 26 53.6
 AH8956;UTM  15      - 5,049,136.851   573,901.201   MT  0.99966714   +0 40 36.7
 AH8956
 AH8956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8956!SPC WI C     -   0.99994207  x   1.00001879  =   0.99996086
 AH8956!UTM  15      -   0.99994207  x   0.99966714  =   0.99960923
 AH8956
 AH8956                          SUPERSEDED SURVEY CONTROL
 AH8956
 AH8956  NAD 83(1991)-  45 35 30.64260(N)    092 03 09.15684(W) AD(       ) 1
 AH8956  ELLIP H (05/04/99)  369.53   (m)                       GP(       ) 2 1
 AH8956
 AH8956.Superseded values are not recommended for survey control.
 AH8956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8956.See file dsdata.txt to determine how the superseded data were derived.
 AH8956
 AH8956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7390149137(NAD 83)
 AH8956_MARKER: I = METAL ROD
 AH8956_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 AH8956_STAMPING: KIRBY LAKE 1998
 AH8956_MARK LOGO: WI-005
 AH8956_PROJECTION: FLUSH
 AH8956_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AH8956_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH8956+STABILITY: POSITION/ELEVATION WELL
 AH8956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8956+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2005
 AH8956_ROD/PIPE-DEPTH: 10.1 meters
 AH8956_SLEEVE-DEPTH  :  0.9 meters
 AH8956
 AH8956  HISTORY     - Date     Condition        Report By
 AH8956  HISTORY     - 1998     MONUMENTED       WI-005
 AH8956  HISTORY     - 20050927 GOOD             WIDT
 AH8956
 AH8956                          STATION DESCRIPTION
 AH8956
 AH8956'DESCRIBED BY BARRON COUNTY WISCONSIN 1998 (MFN)
 AH8956'STATION IS LOCATED 4.25 MI (6.84 KM) N-NW OF THE CITY OF CUMBERLAND,
 AH8956'4.25 MI (6.84 KM) SW OF THE VILLAGE OF BARRONETT IN THE SE 1/4 OF THE
 AH8956'NE 1/4 OF SEC 23, T36N, R14W, 4TH PRINCIPAL MERIDIAN, TOWN OF MAPLE
 AH8956'PLAIN, BARRON COUNTY.  TO REACH THE STATION FROM THE CITY OF
 AH8956'CUMBERLAND FROM THE INTERSECTION OF STH 48 AND USH 63 TO THE NORTH, GO
 AH8956'NORTH ON USH 63 4.0 MI (6.4 KM) TO 26 1/2 AVE, TURN LEFT ON 26 1/2 AVE
 AH8956'AND GO WEST 1.7 MI (2.7 KM) TO 5TH ST, TURN RIGHT AND GO NORTH 0.23 MI
 AH8956'(0.37 KM) TO THE STATION ON THE LEFT.  LOCATED 18 FT (5.5 M) SOUTH OF
 AH8956'CENTERLINE OF FIELD ENTERANCE, 31 FT (9.4 M) WEST OF CENTERLINE OF 5TH
 AH8956'ST, 1 FT (0.3 M) EAST OF WITNESS POST.  DESRIBED BY BARRON COUNTY
 AH8956'(CDF)
 AH8956
 AH8956                          STATION RECOVERY (2005)
 AH8956
 AH8956'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AH8956'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M WEST, 1.0 M
 AH8956'NORTHEAST, AND 1.0 M SOUTHEAST OF THREE 4X4 ORANGE PLASTIC GUARD
 AH8956'POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0937 ***********************************************************************
 NH0937  DESIGNATION -  KIRCHE
 NH0937  PID         -  NH0937
 NH0937  STATE/COUNTY-  WI/DANE
 NH0937  USGS QUAD   -  MT VERNON (1981)
 NH0937
 NH0937                         *CURRENT SURVEY CONTROL
 NH0937  ___________________________________________________________________
 NH0937* NAD 83(1997)-  42 53 01.07844(N)    089 40 00.52025(W)     ADJUSTED  
 NH0937* NAVD 88     -       353.8    (meters)    1161.     (feet)  VERTCON   
 NH0937  ___________________________________________________________________
 NH0937  X           -      27,220.963 (meters)                     COMP
 NH0937  Y           -  -4,680,915.552 (meters)                     COMP
 NH0937  Z           -   4,318,256.116 (meters)                     COMP
 NH0937  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 NH0937  ELLIP HEIGHT-         320.07  (meters)          (06/17/02) GPS OBS
 NH0937  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 NH0937
 NH0937  HORZ ORDER  -  SECOND
 NH0937  ELLP ORDER  -  FOURTH    CLASS I
 NH0937
 NH0937.The horizontal coordinates were established by GPS observations
 NH0937.and adjusted by the National Geodetic Survey in June 2002..
 NH0937
 NH0937.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH0937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH0937
 NH0937.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH0937
 NH0937.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0937
 NH0937.The ellipsoidal height was determined by GPS observations
 NH0937.and is referenced to NAD 83.
 NH0937
 NH0937.The geoid height was determined by GEOID03.
 NH0937
 NH0937;                    North         East     Units Scale Factor Converg.
 NH0937;SPC WI S     -    98,217.950   627,218.948   MT  0.99997309   +0 13 44.2
 NH0937;SPC WI S     -   322,236.72  2,057,800.83   sFT  0.99997309   +0 13 44.2
 NH0937;UTM  16      - 4,751,342.908   282,216.937   MT  1.00018353   -1 48 55.8
 NH0937
 NH0937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0937!SPC WI S     -   0.99994981  x   0.99997309  =   0.99992290
 NH0937!UTM  16      -   0.99994981  x   1.00018353  =   1.00013333
 NH0937
 NH0937                          SUPERSEDED SURVEY CONTROL
 NH0937
 NH0937  NAD 83(1991)-  42 53 01.07810(N)    089 40 00.51885(W) AD(       ) 2
 NH0937  ELLIP H (10/21/99)  320.17   (m)                       GP(       ) 4 1
 NH0937  NAD 83(1991)-  42 53 01.07780(N)    089 40 00.51887(W) AD(       ) 2
 NH0937  ELLIP H (11/21/91)  320.20   (m)                       GP(       ) 4 1
 NH0937  NAD 83(1986)-  42 53 01.07003(N)    089 40 00.51843(W) AD(       ) 2
 NH0937  NAD 27      -  42 53 01.06638(N)    089 40 00.07598(W) AD(       ) 2
 NH0937  NGVD 29 (07/12/88)  353.9    (m)         1161.     (f) GPS OBS        
 NH0937
 NH0937.Superseded values are not recommended for survey control.
 NH0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0937.See file dsdata.txt to determine how the superseded data were derived.
 NH0937
 NH0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8221751343(NAD 83)
 NH0937_MARKER: DD = SURVEY DISK
 NH0937_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 NH0937_SP_SET: SURROUNDED BY MASS OF CONCRETE
 NH0937_STAMPING: KIRCHE 1983
 NH0937_MARK LOGO: WI-025
 NH0937_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NH0937_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH0937+SATELLITE: SATELLITE OBSERVATIONS - September 15, 1988
 NH0937
 NH0937  HISTORY     - Date     Condition        Report By
 NH0937  HISTORY     - 1987     MONUMENTED       WI-025
 NH0937  HISTORY     - 1987     GOOD             WI-025
 NH0937  HISTORY     - 19880915 GOOD             NGS
 NH0937
 NH0937                          STATION DESCRIPTION
 NH0937
 NH0937'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 NH0937'THE STATION IS LOCATED ABOUT 15.3 KM (9.4 MI) SOUTHWEST OF VERONA,
 NH0937'13.8 KM (8.5 MI) SOUTH-SOUTHEAST OF MT HOREB, AND 10.7 KM (6.6 MI)
 NH0937'WEST-NORTHWEST OF BELLEVILLE.  OWNERSHIP--TOWN OF PRIMROSE, EARL
 NH0937'GARFOOT, CHAIRMAN, 1332 PRIMROSE CENTER, MT HOREB WI 53572,
 NH0937'PHONE 608-832-6623.
 NH0937'
 NH0937'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 69 AND STATE
 NH0937'HIGHWAY 92 IN BELLEVILLE, GO WEST ON STATE HIGHWAY 92 FOR 7.0 KM (
 NH0937'4.3 MI) TO RIDGE DRIVE. TURN LEFT AND GO WEST ON RIDGE DRIVE FOR
 NH0937'5.4 KM (3.3 MI) TO PRIMROSE CENTER DRIVE ON THE RIGHT.  TURN RIGHT
 NH0937'ONTO PRIMROSE CENTER DRIVE AND THE STATION IS ATOP OF A KNOLL TO
 NH0937'THE LEFT.
 NH0937'
 NH0937'THE STATION IS A STANDARD WI-025 DISK STAMPED---KIRCHE 1983---, SET
 NH0937'IN THE TOP OF AN IRREGUAR MASS OF CONCRETE AND FLUSH WITH GROUND.
 NH0937'LOCATED 27.4 METERS (90.0 FT) SOUTHWEST OF POWER POLE NUMBER 5-7-28
 NH0937'40/42, 9.6 METERS (31.4 FT) WEST OF THE CENTERLINE OF PRIMROSE
 NH0937'CENTER ROAD, AND 1.1 METERS (3.7 FT) EAST OF NOAA WITNESS POST.
 NH0937'
 NH0937'DANE COUNTY, WISCONSIN 1987.
 NH0937'
 NH0937'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 NH0937'
 NH0937'DESCRIBED BY P.E. BLANCHARD.
 NH0937
 NH0937                          STATION RECOVERY (1987)
 NH0937
 NH0937'RECOVERY NOTE BY DANE COUNTY WISCONSIN 1987
 NH0937'RECOVERED IN GOOD CONDITION.
 NH0937
 NH0937                          STATION RECOVERY (1988)
 NH0937
 NH0937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NH0937'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1080 ***********************************************************************
 PN1080  DESIGNATION -  KIRK
 PN1080  PID         -  PN1080
 PN1080  STATE/COUNTY-  WI/WAUSHARA
 PN1080  USGS QUAD   -  PLAINFIELD (1983)
 PN1080
 PN1080                         *CURRENT SURVEY CONTROL
 PN1080  ___________________________________________________________________
 PN1080* NAD 83(1991)-  44 14 37.69559(N)    089 27 25.34359(W)     ADJUSTED  
 PN1080* NAVD 88     -       367.3    (meters)    1205.     (feet)  VERTCON   
 PN1080  ___________________________________________________________________
 PN1080  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 PN1080  GEOID HEIGHT-         -35.99  (meters)                     GEOID03
 PN1080
 PN1080  HORZ ORDER  -  FIRST
 PN1080
 PN1080.The horizontal coordinates were established by classical geodetic methods
 PN1080.and adjusted by the National Geodetic Survey in November 1991..
 PN1080
 PN1080.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1080
 PN1080.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1080
 PN1080.The geoid height was determined by GEOID03.
 PN1080
 PN1080;                    North         East     Units Scale Factor Converg.
 PN1080;SPC WI S     -   249,418.852   643,371.503   MT  1.00004080   +0 22 23.1
 PN1080;SPC WI S     -   818,301.68  2,110,794.67   sFT  1.00004080   +0 22 23.1
 PN1080;SPC WI C     -    45,755.880   643,369.767   MT  1.00000118   +0 22 59.2
 PN1080;SPC WI C     -   150,117.42  2,110,788.98   sFT  1.00000118   +0 22 59.2
 PN1080;UTM  16      - 4,901,888.096   303,815.787   MT  1.00007337   -1 42 53.5
 PN1080
 PN1080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1080!SPC WI S     -   0.99994805  x   1.00004080  =   0.99998885
 PN1080!SPC WI C     -   0.99994805  x   1.00000118  =   0.99994923
 PN1080!UTM  16      -   0.99994805  x   1.00007337  =   1.00002142
 PN1080
 PN1080|---------------------------------------------------------------------|
 PN1080| PID    Reference Object                     Distance      Geod. Az  |
 PN1080|                                                           dddmmss.s |
 PN1080| CJ5185 KIRK RM 1                            19.321 METERS 08833     |
 PN1080| PN1077 KING                                APPROX.10.4 KM 1231248.7 |
 PN1080| PN1081 PLAINFIELD MUN TANK                 APPROX. 4.5 KM 2254659.2 |
 PN1080| CJ5186 KIRK RM 2                            21.203 METERS 27101     |
 PN1080|---------------------------------------------------------------------|
 PN1080
 PN1080                          SUPERSEDED SURVEY CONTROL
 PN1080
 PN1080  NAD 83(1986)-  44 14 37.69306(N)    089 27 25.35332(W) AD(       ) 1
 PN1080  NAD 27      -  44 14 37.78914(N)    089 27 24.92418(W) AD(       ) 1
 PN1080  NGVD 29 (07/19/86)  367.3    (m)         1205.     (f) VERT ANG       
 PN1080
 PN1080.Superseded values are not recommended for survey control.
 PN1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1080.See file dsdata.txt to determine how the superseded data were derived.
 PN1080
 PN1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ0381601888(NAD 83)
 PN1080_MARKER: DH = HORIZONTAL CONTROL DISK
 PN1080_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 PN1080_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PN1080
 PN1080  HISTORY     - Date     Condition        Report By
 PN1080  HISTORY     - 1981     MONUMENTED       NGS
 PN1080
 PN1080                          STATION DESCRIPTION
 PN1080
 PN1080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 PN1080'THE STATION IS LOCATED ABOUT 8.8 KM (5-1/2 MI) SOUTHEAST OF
 PN1080'BANCROFT, 4.0 KM (2-1/2 MI) WEST-SOUTHWEST OF ALMOND, 4.0 KM
 PN1080'(2-1/2 MI) NORTHEAST OF PLAINFIELD. IT IS IN NW1/4,S5,T20N,R9E
 PN1080'OF OASIS TOWNSHIP.
 PN1080'OWNERSHIP--KIRK CHRISTMAS TREES, ROUTE 3,
 PN1080'BOX 590, WAUTOMA, WI 54982, PHONE 414-787-3317.
 PN1080'
 PN1080'TO REACH THE STATION FROM THE POST OFFICE IN PLAINFIELD, GO EAST
 PN1080'ON STATE HIGHWAY 73 FOR 0.9 KM (0.55 MI) TO THE JUNCTION OF
 PN1080'COUNTY ROUTE BB ON THE LEFT. TURN LEFT AND GO NORTH ON COUNTY
 PN1080'ROUTE BB FOR 3.5 KM (2.2 MI) TO A PAVED CROSS ROADS AT THE
 PN1080'PORTAGE COUNTY LINE.  TURN RIGHT AND GO EAST ON PAVED ROAD FOR
 PN1080'0.97 KM (0.6 MI) TO A DIM TRACK ROAD ON THE RIGHT AT A SIGN KIRK
 PN1080'CHRISTMAS TREES, FARM NUMBER 759. TURN RIGHT ON DIM TRACK ROAD
 PN1080'THENCE LEFT ON A DIM TRACK ROAD ALONG THE NORTH EDGE OF A
 PN1080'CHRISTMAS TREE FIELD FOR 0.2 KM (0.15 MI) TO A SMALL RISE AND
 PN1080'STATION ON THE LEFT.
 PN1080'
 PN1080'THE STATION IS A STANDARD NGS DISK
 PN1080'STAMPED---KIRK 1981---,
 PN1080'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 30 CM IN DIAMETER
 PN1080'RECESSED 3 CM BELOW THE GROUND.  IT IS LOCATED
 PN1080'10.97 METER (36.0 FT) SOUTH FROM A PAVED ROAD.
 PN1080'4.27 METER (14.0 FT) SOUTHEAST FROM A METAL WITNESS POST AND
 PN1080'4.27 METER (14.0 FT) NORTH FROM A TRACK ROAD.
 PN1080'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 PN1080'STAMPED---KIRK 1981---,
 PN1080'SET INTO AN IRREGULAR MASS OF CONCRETE 1.3 METERS BELOW THE SURFACE.
 PN1080'
 PN1080'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 PN1080'STAMPED---KIRK NO 1 1981---,
 PN1080'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 30 CM IN DIAMETER
 PN1080'RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED
 PN1080'10.67 METER (35.0 FT) SOUTH FROM A PAVED ROAD,
 PN1080'4.88 METER (16.0 FT) NORTH FROM A TRACK ROAD AND
 PN1080'1.22 METER (4.0 FT) EAST-SOUTHEAST FROM A METAL WITNESS POST.
 PN1080'MARK IS BELOW STATION 1.0 METERS.
 PN1080'
 PN1080'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 PN1080'STAMPED---KIRK NO 2 1981---,
 PN1080'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 32 CM IN DIAMETER
 PN1080'RECESSED 3 CM BELOW THE GROUND.  IT IS LOCATED
 PN1080'10.36 METER (34.0 FT) SOUTH FROM A PAVED ROAD,
 PN1080'4.57 METER (15.0 FT) NORTH FROM A TRACK ROAD AND
 PN1080'0.91 METER (3.0 FT) SOUTHEAST FROM A METAL WITNESS POST.
 PN1080'MARK IS BELOW STATION 0.8 METERS.
 PN1080'
 PN1080'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.1 METERS.
 PN1080'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0016 ***********************************************************************
 QN0016  DESIGNATION -  KISSEL
 QN0016  PID         -  QN0016
 QN0016  STATE/COUNTY-  WI/PRICE
 QN0016  USGS QUAD   -  BIG BRIENS LAKE (1981)
 QN0016
 QN0016                         *CURRENT SURVEY CONTROL
 QN0016  ___________________________________________________________________
 QN0016* NAD 83(1991)-  45 33 50.15295(N)    090 08 03.80713(W)     ADJUSTED  
 QN0016* NAVD 88     -       517.287  (meters)    1697.13   (feet)  ADJUSTED  
 QN0016  ___________________________________________________________________
 QN0016  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 QN0016  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 QN0016  DYNAMIC HT  -         517.261 (meters)    1697.05  (feet)  COMP
 QN0016  MODELED GRAV-     980,548.1   (mgal)                       NAVD 88
 QN0016
 QN0016  HORZ ORDER  -  FIRST
 QN0016  VERT ORDER  -  FIRST     CLASS II
 QN0016
 QN0016.The horizontal coordinates were established by classical geodetic methods
 QN0016.and adjusted by the National Geodetic Survey in November 1991..
 QN0016
 QN0016.The orthometric height was determined by differential leveling
 QN0016.and adjusted by the National Geodetic Survey in June 1991..
 QN0016
 QN0016.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0016
 QN0016.The geoid height was determined by GEOID03.
 QN0016
 QN0016.The dynamic height is computed by dividing the NAVD 88
 QN0016.geopotential number by the normal gravity value computed on the
 QN0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0016.degrees latitude (g = 980.6199 gals.).
 QN0016
 QN0016.The modeled gravity was interpolated from observed gravity values.
 QN0016
 QN0016;                    North         East     Units Scale Factor Converg.
 QN0016;SPC WI N     -    44,162.415   589,508.163   MT  1.00000050   -0 05 49.0
 QN0016;SPC WI N     -   144,889.52  1,934,078.03   sFT  1.00000050   -0 05 49.0
 QN0016;SPC WI C     -   192,319.708   589,508.034   MT  1.00001280   -0 05 41.4
 QN0016;SPC WI C     -   630,968.91  1,934,077.61   sFT  1.00001280   -0 05 41.4
 QN0016;UTM  15      - 5,049,593.833   723,625.644   MT  1.00021488   +2 02 49.1
 QN0016
 QN0016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0016!SPC WI N     -   0.99992372  x   1.00000050  =   0.99992422
 QN0016!SPC WI C     -   0.99992372  x   1.00001280  =   0.99993652
 QN0016!UTM  15      -   0.99992372  x   1.00021488  =   1.00013858
 QN0016
 QN0016|---------------------------------------------------------------------|
 QN0016| PID    Reference Object                     Distance      Geod. Az  |
 QN0016|                                                           dddmmss.s |
 QN0016| CJ5188 KISSEL RM 2                          17.630 METERS 00245     |
 QN0016| QN0451 LIND                                APPROX. 2.5 KM 0220332.8 |
 QN0016| CJ5187 KISSEL RM                            10.982 METERS 08246     |
 QN0016|---------------------------------------------------------------------|
 QN0016
 QN0016                          SUPERSEDED SURVEY CONTROL
 QN0016
 QN0016  NAD 83(1986)-  45 33 50.14890(N)    090 08 03.80227(W) AD(       ) 1
 QN0016  NAD 27      -  45 33 50.28500(N)    090 08 03.26100(W) AD(       ) 1
 QN0016  NGVD 29 (??/??/92)  517.269  (m)         1697.07   (f) ADJ UNCH    1 2
 QN0016
 QN0016.Superseded values are not recommended for survey control.
 QN0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0016.See file dsdata.txt to determine how the superseded data were derived.
 QN0016
 QN0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL2362649594(NAD 83)
 QN0016_MARKER: DS = TRIANGULATION STATION DISK
 QN0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0016_STAMPING: ELEV 1697.073 FT KISSEL 1921
 QN0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0016+STABILITY: SURFACE MOTION
 QN0016
 QN0016  HISTORY     - Date     Condition        Report By
 QN0016  HISTORY     - 1921     MONUMENTED       CGS
 QN0016  HISTORY     - 1921     GOOD             CGS
 QN0016  HISTORY     - 1934     GOOD             NGS
 QN0016  HISTORY     - 1952     GOOD             CGS
 QN0016  HISTORY     - 1975     MARK NOT FOUND   USGS
 QN0016  HISTORY     - 1985     MARK NOT FOUND   NGS
 QN0016  HISTORY     - 20041012 MARK NOT FOUND   WIDT
 QN0016
 QN0016                          STATION DESCRIPTION
 QN0016
 QN0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0016'STATION IS ABOUT 5/8 MILE W OF BRANTWOOD, ABOUT 375 METERS W
 QN0016'OF W SWITCH STAND FOR PASSING TRACK AT BRANTWOOD, 130 METERS
 QN0016'W OF FIRST CATTLE GUARD W OF THE SWITCH STAND, 8.06 METERS
 QN0016'(26.45 FEET) N OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QN0016'MARIE RAILWAY.
 QN0016'
 QN0016'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 QN0016'SET IN CONCRETE.
 QN0016
 QN0016                          STATION RECOVERY (1921)
 QN0016
 QN0016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921
 QN0016'0.6 MI W FROM BRANTWOOD.
 QN0016'5/8 MILE WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QN0016'MARIE RAILROAD FROM BRANTWOOD, PRICE COUNTY, 400 YARDS WEST
 QN0016'OF THE WEST SWITCHSTAND FOR THE PASSING TRACK, 425 FEET EAST
 QN0016'OF THE FIRST PRIVATE-ROAD CROSSING WEST OF THE SWITCH, AND 26.4
 QN0016'FEET NORTH OF THE TRACK.  A STANDARD TRIANGULATION-STATION DISK,
 QN0016'STAMPED ELEV. 1697.073 FT. KISSEL 1921 AND SET IN THE TOP OF A
 QN0016'CONCRETE POST.
 QN0016
 QN0016                          STATION RECOVERY (1934)
 QN0016
 QN0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QN0016'RECOVERED IN GOOD CONDITION.
 QN0016
 QN0016                          STATION RECOVERY (1952)
 QN0016
 QN0016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QN0016'THE STATION AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION.
 QN0016'REFERENCE MARK 2 WAS ESTABLISHED.
 QN0016'
 QN0016'THE STATION IS LOCATED ABOUT 7.5 MILES EAST-NORTHEAST OF PRENTICE
 QN0016'AND 7 MILES WEST OF TRIPOLI ON THE RIGHT-OF-WAY OF THE
 QN0016'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD.
 QN0016'
 QN0016'TO REACH THE STATION FROM THE POST OFFICE IN TRIPOLI, GO
 QN0016'WEST ON U.S. HIGHWAY 8 FOR 7.0 MILES TO A GRAVEL ROAD RIGHT,
 QN0016'TURN RIGHT, GO NORTH 0.7 MILES TO A RAILROAD CROSSING AND THE
 QN0016'STATION 0.1 MILE TO THE RIGHT.  IN DRY WEATHER A TRUCK CAN
 QN0016'BE DRIVEN TO THE STATION ALONG THE NORTH SIDE OF THE RAILROAD
 QN0016'TRACKS.
 QN0016'
 QN0016'THE STATION MARK IS STAMPED KISSEL 1921 ELEV. 1697.073 FT.
 QN0016'IT IS A STANDARD DISK SET IN A CONCRETE MONUMENT.
 QN0016'IT PROJECTS 3 INCHES AND IS 26 FEET NORTH OF THE
 QN0016'NORTH RAIL OF THE RAILROAD TRACKS AND 21 FEET SOUTH OF A WIRE
 QN0016'FENCE.
 QN0016'
 QN0016'THE ORIGINAL REFERENCE MARK IS STAMPED KISSEL 1921.  IT IS A
 QN0016'STANDARD DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 QN0016'AND IS 35 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS
 QN0016'AND 12 FEET SOUTH OF A WIRE FENCE.  THIS MARK IS TOO CLOSE
 QN0016'TO THE STATION MARK TO OBSERVE UPON FROM A TOWER AND NO OTHER
 QN0016'STATION CAN BE SEEN FROM THE GROUND.
 QN0016'
 QN0016'REFERENCE MARK 2 IS STAMPED KISSEL NO 2 1921.  IT IS A STANDARD
 QN0016'DISK SET IN A CONCRETE MONUMENT.
 QN0016'IT PROJECTS 6 INCHES AND IS 37 FEET NORTH OF A WIRE FENCE.
 QN0016
 QN0016                          STATION RECOVERY (1975)
 QN0016
 QN0016'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 QN0016'MARK NOT FOUND.
 QN0016
 QN0016                          STATION RECOVERY (1985)
 QN0016
 QN0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QN0016'MARK NOT FOUND.
 QN0016
 QN0016                          STATION RECOVERY (2004)
 QN0016
 QN0016'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0138 ***********************************************************************
 ON0138  DESIGNATION -  KK 80
 ON0138  PID         -  ON0138
 ON0138  STATE/COUNTY-  WI/RICHLAND
 ON0138  USGS QUAD   -  SABIN (1983)
 ON0138
 ON0138                         *CURRENT SURVEY CONTROL
 ON0138  ___________________________________________________________________
 ON0138* NAD 83(1986)-  43 22 55.     (N)    090 34 48.     (W)     SCALED    
 ON0138* NAVD 88     -       259.077  (meters)     849.99   (feet)  ADJUSTED  
 ON0138  ___________________________________________________________________
 ON0138  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 ON0138  DYNAMIC HT  -         259.009 (meters)     849.77  (feet)  COMP
 ON0138  MODELED GRAV-     980,349.6   (mgal)                       NAVD 88
 ON0138
 ON0138  VERT ORDER  -  SECOND    CLASS 0
 ON0138
 ON0138.The horizontal coordinates were scaled from a topographic map and have
 ON0138.an estimated accuracy of +/- 6 seconds.
 ON0138
 ON0138.The orthometric height was determined by differential leveling
 ON0138.and adjusted by the National Geodetic Survey in June 1991..
 ON0138
 ON0138.The geoid height was determined by GEOID03.
 ON0138
 ON0138.The dynamic height is computed by dividing the NAVD 88
 ON0138.geopotential number by the normal gravity value computed on the
 ON0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0138.degrees latitude (g = 980.6199 gals.).
 ON0138
 ON0138.The modeled gravity was interpolated from observed gravity values.
 ON0138
 ON0138;                    North         East    Units  Estimated Accuracy
 ON0138;SPC WI S     -   153,680.      553,000.      MT  (+/- 180 meters Scaled)
 ON0138
 ON0138                          SUPERSEDED SURVEY CONTROL
 ON0138
 ON0138  NGVD 29 (??/??/92)  259.113  (m)          850.11   (f) ADJ UNCH    2 0
 ON0138
 ON0138.Superseded values are not recommended for survey control.
 ON0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0138.See file dsdata.txt to determine how the superseded data were derived.
 ON0138
 ON0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ960060(NAD 83)
 ON0138_MARKER: DB = BENCH MARK DISK
 ON0138_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ON0138_SP_SET: BRIDGE
 ON0138_STAMPING: K K 80 1934
 ON0138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0138
 ON0138  HISTORY     - Date     Condition        Report By
 ON0138  HISTORY     - 1934     MONUMENTED       CGS
 ON0138  HISTORY     - 1965     MARK NOT FOUND   USGS
 ON0138
 ON0138                          STATION DESCRIPTION
 ON0138
 ON0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0138'1.5 MI SE FROM BOSSTOWN.
 ON0138'1.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 14 FROM THE BOSSTOWN CHEESE
 ON0138'FACTORY AT BOSSTOWN, RICHLAND COUNTY, AT A 54-FOOT STEEL BRIDGE
 ON0138'IN THE TOP OF THE SOUTHWEST CONCRETE WING WALL, 10 FEET SOUTHWEST
 ON0138'OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE ROADWAY.
 ON0138'NOTE-- HIGHWAY HAS BEEN REBUILT.
 ON0138
 ON0138                          STATION RECOVERY (1965)
 ON0138
 ON0138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 ON0138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0317 ***********************************************************************
 OM0317  DESIGNATION -  KK 95
 OM0317  PID         -  OM0317
 OM0317  STATE/COUNTY-  WI/MARQUETTE
 OM0317  USGS QUAD   -  PACKWAUKEE (1984)
 OM0317
 OM0317                         *CURRENT SURVEY CONTROL
 OM0317  ___________________________________________________________________
 OM0317* NAD 83(1986)-  43 45 29.     (N)    089 28 18.     (W)     SCALED    
 OM0317* NAVD 88     -       237.402  (meters)     778.88   (feet)  ADJUSTED  
 OM0317  ___________________________________________________________________
 OM0317  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 OM0317  DYNAMIC HT  -         237.347 (meters)     778.70  (feet)  COMP
 OM0317  MODELED GRAV-     980,383.0   (mgal)                       NAVD 88
 OM0317
 OM0317  VERT ORDER  -  SECOND    CLASS 0
 OM0317
 OM0317.The horizontal coordinates were scaled from a topographic map and have
 OM0317.an estimated accuracy of +/- 6 seconds.
 OM0317
 OM0317.The orthometric height was determined by differential leveling
 OM0317.and adjusted by the National Geodetic Survey in June 1991..
 OM0317
 OM0317.The geoid height was determined by GEOID03.
 OM0317
 OM0317.The dynamic height is computed by dividing the NAVD 88
 OM0317.geopotential number by the normal gravity value computed on the
 OM0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0317.degrees latitude (g = 980.6199 gals.).
 OM0317
 OM0317.The modeled gravity was interpolated from observed gravity values.
 OM0317
 OM0317;                    North         East    Units  Estimated Accuracy
 OM0317;SPC WI S     -   195,440.      642,550.      MT  (+/- 180 meters Scaled)
 OM0317
 OM0317                          SUPERSEDED SURVEY CONTROL
 OM0317
 OM0317  NGVD 29 (??/??/92)  237.432  (m)          778.97   (f) ADJ UNCH    2 0
 OM0317
 OM0317.Superseded values are not recommended for survey control.
 OM0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0317.See file dsdata.txt to determine how the superseded data were derived.
 OM0317
 OM0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP010479(NAD 83)
 OM0317_MARKER: DB = BENCH MARK DISK
 OM0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0317_STAMPING: 778.975 KK 95 1934
 OM0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0317+STABILITY: SURFACE MOTION
 OM0317
 OM0317  HISTORY     - Date     Condition        Report By
 OM0317  HISTORY     - 1934     MONUMENTED       CGS
 OM0317  HISTORY     - 1943     GOOD             NGS
 OM0317  HISTORY     - 1956     GOOD             AEROS
 OM0317  HISTORY     - 20030430 MARK NOT FOUND   WIDT
 OM0317
 OM0317                          STATION DESCRIPTION
 OM0317
 OM0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OM0317'0.8 MI W FROM PACKWAUKEE.
 OM0317'0.8 MILE WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 OM0317'MARIE RAILROAD FROM THE STATION AT PACKWAUKEE, MARQUETTE COUNTY,
 OM0317'AT PACKWAUKEE JUNCTION, 60 FEET NORTHEAST OF THE WATER TANK,
 OM0317'12 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, AND LEVEL WITH
 OM0317'THE RAIL.  A STANDARD DISK, STAMPED 778.975 KK 95 1934 AND SET
 OM0317'IN THE TOP OF A CONCRETE POST.  NOTE-- THE INSTPSSM RY FROM STEVENS
 OM0317'POINT TO PORTAGE, WI., HAS BEEN ABANDONED.
 OM0317
 OM0317                          STATION RECOVERY (1956)
 OM0317
 OM0317'RECOVERY NOTE BY AERO SERVICE CORPORATION 1956
 OM0317'RECOVERED IN GOOD CONDITION.
 OM0317
 OM0317                          STATION RECOVERY (2003)
 OM0317
 OM0317'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 OM0317'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0574 ***********************************************************************
 PO0574  DESIGNATION -  KNAPP MOUND LOOKOUT
 PO0574  PID         -  PO0574
 PO0574  STATE/COUNTY-  WI/JACKSON
 PO0574  USGS QUAD   -  WARRENS WEST (1983)
 PO0574
 PO0574                         *CURRENT SURVEY CONTROL
 PO0574  ___________________________________________________________________
 PO0574* NAD 83(1991)-  44 13 25.01288(N)    090 30 14.97864(W)     ADJUSTED  
 PO0574* NAVD 88     -                                                        
 PO0574  ___________________________________________________________________
 PO0574  LAPLACE CORR-          -6.47  (seconds)                    DEFLEC99
 PO0574  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 PO0574
 PO0574  HORZ ORDER  -  THIRD
 PO0574
 PO0574.The horizontal coordinates were established by classical geodetic methods
 PO0574.and adjusted by the National Geodetic Survey in March 1999..
 PO0574
 PO0574
 PO0574.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0574
 PO0574.The geoid height was determined by GEOID03.
 PO0574
 PO0574;                    North         East     Units Scale Factor Converg.
 PO0574;SPC WI C     -    43,492.526   559,715.423   MT  1.00000509   -0 21 20.6
 PO0574;SPC WI C     -   142,691.73  1,836,333.02   sFT  1.00000509   -0 21 20.6
 PO0574;SPC WI S     -   247,155.939   559,714.178   MT  1.00003567   -0 20 47.1
 PO0574;SPC WI S     -   810,877.44  1,836,328.93   sFT  1.00003567   -0 20 47.1
 PO0574;UTM  15      - 4,899,739.010   699,350.422   MT  1.00008877   +1 44 28.8
 PO0574
 PO0574                          SUPERSEDED SURVEY CONTROL
 PO0574
 PO0574  NAD 83(1991)-  44 13 25.01310(N)    090 30 14.97812(W) AD(       ) 4
 PO0574  NAD 83(1986)-  44 13 25.01058(N)    090 30 14.98555(W) AD(       ) 4
 PO0574  NAD 27      -  44 13 25.14600(N)    090 30 14.50900(W) AD(       ) 3
 PO0574
 PO0574.Superseded values are not recommended for survey control.
 PO0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0574.See file dsdata.txt to determine how the superseded data were derived.
 PO0574
 PO0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ9935099739(NAD 83)
 PO0574_MARKER: 57 = LOOKOUT TOWER
 PO0574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PO0574+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2005
 PO0574
 PO0574  HISTORY     - Date     Condition        Report By
 PO0574  HISTORY     - 1934     FIRST OBSERVED   CGS
 PO0574  HISTORY     - 20050506 GOOD             GEOCAC
 PO0574
 PO0574                          STATION DESCRIPTION
 PO0574
 PO0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 PO0574'THIS STATION IS THE CENTER OF THE KNAPP MOUND FIRE LOOKOUT
 PO0574'TOWER OF THE WISCONSIN DEPARTMENT OF CONSERVATION.  IT IS
 PO0574'A STANDARD SQUARE SKELETON STEEL TOWER WITH AN ENCLOSED CABIN
 PO0574'ON TOP.
 PO0574'
 PO0574'IT IS ABOUT 1-1/2 MILES NORTHEAST OF KNAPP ON TOP OF A HILL
 PO0574'KNOWN AS KNAPP MOUND.
 PO0574'
 PO0574'NO OTHER INFORMATION IS AVAILABLE ON THIS STATION.
 PO0574
 PO0574                          STATION RECOVERY (2005)
 PO0574
 PO0574'RECOVERY NOTE BY GEOCACHING 2005 (KC)
 PO0574'DISK IS SOLID AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP2412 ***********************************************************************
 PP2412  DESIGNATION -  KNATTRUP RESET
 PP2412  PID         -  PP2412
 PP2412  STATE/COUNTY-  WI/ST CROIX
 PP2412  USGS QUAD   -  NORTHLINE (1974)
 PP2412
 PP2412                         *CURRENT SURVEY CONTROL
 PP2412  ___________________________________________________________________
 PP2412* NAD 83(1991)-  44 53 53.48590(N)    092 42 16.67656(W)     ADJUSTED  
 PP2412* NAVD 88     -       327.3    (meters)    1074.     (feet)  GPS OBS   
 PP2412  ___________________________________________________________________
 PP2412  X           -    -213,559.654 (meters)                     COMP
 PP2412  Y           -  -4,520,753.768 (meters)                     COMP
 PP2412  Z           -   4,479,551.360 (meters)                     COMP
 PP2412  LAPLACE CORR-         -14.50  (seconds)                    DEFLEC99
 PP2412  ELLIP HEIGHT-         298.05  (meters)          (03/16/99) GPS OBS
 PP2412  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 PP2412
 PP2412  HORZ ORDER  -  FIRST
 PP2412  ELLP ORDER  -  FOURTH    CLASS I
 PP2412
 PP2412.The horizontal coordinates were established by GPS observations
 PP2412.and adjusted by the National Geodetic Survey in March 1999..
 PP2412
 PP2412.The orthometric height was determined by GPS observations and a
 PP2412.high-resolution geoid model.
 PP2412
 PP2412.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP2412
 PP2412.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP2412
 PP2412.The ellipsoidal height was determined by GPS observations
 PP2412.and is referenced to NAD 83.
 PP2412
 PP2412.The geoid height was determined by GEOID03.
 PP2412
 PP2412;                    North         East     Units Scale Factor Converg.
 PP2412;SPC WI C     -   121,882.693   386,423.124   MT  0.99994078   -1 54 30.0
 PP2412;SPC WI C     -   399,876.80  1,267,789.87   sFT  0.99994078   -1 54 30.0
 PP2412;SPC MN S     -   311,723.781   902,306.542   MT  0.99994598   +0 54 28.7
 PP2412;UTM  15      - 4,971,683.189   523,320.677   MT  0.99960669   +0 12 30.5
 PP2412
 PP2412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP2412!SPC WI C     -   0.99995327  x   0.99994078  =   0.99989405
 PP2412!SPC MN S     -   0.99995327  x   0.99994598  =   0.99989925
 PP2412!UTM  15      -   0.99995327  x   0.99960669  =   0.99955998
 PP2412
 PP2412|---------------------------------------------------------------------|
 PP2412| PID    Reference Object                     Distance      Geod. Az  |
 PP2412|                                                           dddmmss.s |
 PP2412| AI5012 KNATTRUP RM 1                        29.063 METERS 03358     |
 PP2412| AI5014 KNATTRUP AZ MK                                     0871935.6 |
 PP2412| PP2467 PRESCOTT 2                          APPROX.14.1 KM 1992849.2 |
 PP2412| AI5013 KNATTRUP RM 2                        27.084 METERS 31352     |
 PP2412|---------------------------------------------------------------------|
 PP2412
 PP2412                          SUPERSEDED SURVEY CONTROL
 PP2412
 PP2412  NAD 83(1986)-  44 53 53.47618(N)    092 42 16.67344(W) AD(       ) 1
 PP2412  NAD 83(1991)-  44 53 53.47918(N)    092 42 16.67285(W) AD(       ) 1
 PP2412  NAD 83(1986)-  44 53 53.47618(N)    092 42 16.67344(W) AD(       ) 1
 PP2412  NAD 27      -  44 53 53.58800(N)    092 42 15.95200(W) AD(       ) 1
 PP2412  NGVD 29 (07/19/86)  327.94   (m)         1075.9    (f) LEVELING    3  
 PP2412
 PP2412.Superseded values are not recommended for survey control.
 PP2412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2412.See file dsdata.txt to determine how the superseded data were derived.
 PP2412
 PP2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2332171683(NAD 83)
 PP2412_MARKER: DH = HORIZONTAL CONTROL DISK
 PP2412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP2412_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PP2412_STAMPING: KNATTRUP 1934 1988
 PP2412_MARK LOGO: NGS   
 PP2412_PROJECTION: FLUSH
 PP2412_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP2412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP2412+STABILITY: SURFACE MOTION
 PP2412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP2412+SATELLITE: SATELLITE OBSERVATIONS - August 24, 1992
 PP2412
 PP2412  HISTORY     - Date     Condition        Report By
 PP2412  HISTORY     - 1988     MONUMENTED       NGS
 PP2412  HISTORY     - 19920824 GOOD             MNDT
 PP2412
 PP2412                          STATION DESCRIPTION
 PP2412
 PP2412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (CLN)
 PP2412'STATION IS LOCATED ABOUT 5 MI (8.0 KM) S OF HUDSON, 5 MI (8.0 KM) NW
 PP2412'OF RIVER FALLS, 10 MI (16.1 KM) N OF PRESCOTT IN THE CENTER OF SEC 20,
 PP2412'T28N, R19W ON LAND OWNED BY MR DON W. BROWN WHO RESIDES AT 121 S9,
 PP2412'RIVER FALLS.
 PP2412'TO REACH FROM THE I-94 RIVER BRIDGE ACROSS THE ST. CROIX RIVER IN
 PP2412'HUDSON, GO EAST ON I-94 TO EXIT 2 (EXIT TO HUDSON HOUSE), TURN BACK
 PP2412'AND GO W ON SOUTH FRONTAGE ROAD (CREST DRIVE) FOR FOR 0.5 MI (0.8 KM)
 PP2412'TO JUNCTION WITH COUNTY ROAD F.  TURN LEFT AND GO SOUTHERLY FOR 1.4 MI
 PP2412'(2.3 KM) TO JUNCTION WITH COUNTY ROAD F AND COUNTY ROAD FF.  CONTINUE
 PP2412'SOUTH ON COUNTY ROAD FF ANOTHER 1.4 MI (2.3 KM) TO JUNCTION OF COUNTY
 PP2412'ROAD FF AND TOWNS VALLEY ROAD. CONTINUE SOUTHERLY ALONG TOWNS VALLEY
 PP2412'ROAD TO THE TROY TOWN HALL AND GARAGE LOCATED AT PINE LANE (T ROAD
 PP2412'GOING EAST) AND TOWNS VALLEY ROAD.  CONTINUE SOUTH FOR 0.3 MI (0.5 KM)
 PP2412'TO SIDE ROAD LEADING WEST.  TURN RIGHT AND GO WEST ON SIDE ROAD FOR
 PP2412'0.6 MI (1.0 KM) AND STATION ON THE LEFT.
 PP2412'THE STATION IS LOCATED 48 FT (14.6 M) N OF THE CENTER OF A METAL SILO,
 PP2412'41 FT (12.5 M) S OF THE CENTER OF A DIRT ROAD, 126.5 FT (38.6 M) ESE
 PP2412'OF A POWER POLE, 219 FT (66.8 M) W OF THE CENTER OF A FARM DRIVEWAY,
 PP2412'AND 1.2 FT (0.4 M) N OF A FIBERGLASS WITNESS POST.
 PP2412
 PP2412                          STATION RECOVERY (1992)
 PP2412
 PP2412'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (DKH)
 PP2412'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB8478 ***********************************************************************
 AB8478  DESIGNATION -  KNAUBER
 AB8478  PID         -  AB8478
 AB8478  STATE/COUNTY-  WI/BURNETT
 AB8478  USGS QUAD   -  TRADE LAKE (1983)
 AB8478
 AB8478                         *CURRENT SURVEY CONTROL
 AB8478  ___________________________________________________________________
 AB8478* NAD 83(1997)-  45 41 09.84336(N)    092 31 43.78972(W)     ADJUSTED  
 AB8478* NAVD 88     -       313.5    (meters)    1029.     (feet)  GPS OBS   
 AB8478  ___________________________________________________________________
 AB8478  X           -    -196,941.315 (meters)                     COMP
 AB8478  Y           -  -4,459,206.812 (meters)                     COMP
 AB8478  Z           -   4,541,145.142 (meters)                     COMP
 AB8478  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 AB8478  ELLIP HEIGHT-         286.48  (meters)          (01/30/03) GPS OBS
 AB8478  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AB8478
 AB8478  HORZ ORDER  -  FIRST
 AB8478  ELLP ORDER  -  FOURTH    CLASS I
 AB8478
 AB8478.The horizontal coordinates were established by GPS observations
 AB8478.and adjusted by the National Geodetic Survey in January 2003..
 AB8478
 AB8478.The orthometric height was determined by GPS observations and a
 AB8478.high-resolution geoid model.
 AB8478
 AB8478.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8478
 AB8478.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8478
 AB8478.The ellipsoidal height was determined by GPS observations
 AB8478.and is referenced to NAD 83.
 AB8478
 AB8478.The geoid height was determined by GEOID03.
 AB8478
 AB8478;                    North         East     Units Scale Factor Converg.
 AB8478;SPC WI N     -    60,863.843   403,040.691   MT  0.99998047   -1 49 27.2
 AB8478;SPC WI N     -   199,684.12  1,322,309.33   sFT  0.99998047   -1 49 27.2
 AB8478;UTM  15      - 5,059,276.355   536,689.516   MT  0.99961655   +0 20 13.7
 AB8478
 AB8478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8478!SPC WI N     -   0.99995509  x   0.99998047  =   0.99993556
 AB8478!UTM  15      -   0.99995509  x   0.99961655  =   0.99957166
 AB8478
 AB8478                          SUPERSEDED SURVEY CONTROL
 AB8478
 AB8478  NAD 83(1991)-  45 41 09.84299(N)    092 31 43.78793(W) AD(       ) 1
 AB8478  ELLIP H (12/09/96)  286.50   (m)                       GP(       ) 4 1
 AB8478
 AB8478.Superseded values are not recommended for survey control.
 AB8478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8478.See file dsdata.txt to determine how the superseded data were derived.
 AB8478
 AB8478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL3669059276(NAD 83)
 AB8478_MARKER: DD = SURVEY DISK
 AB8478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8478_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8478+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB8478
 AB8478  HISTORY     - Date     Condition        Report By
 AB8478  HISTORY     - 1993     MONUMENTED       WI-013
 AB8478
 AB8478                          STATION DESCRIPTION
 AB8478
 AB8478'DESCRIBED BY BURNETT COUNTY WISCONSIN 1993
 AB8478'THE STATION IS LOCATED 15.9 KM (9.85 MI) SOUTHWEST OF THE VILLAGE OF
 AB8478'SIREN ,WISCONSIN, (WHERE STATE TRUNK HIGHWAY 70 (FROM WEST) , STATE
 AB8478'TRUNK HIGHWAY 35 AND COUNTY ROAD B INTERSECT) , 15.4 KM (9.55 MI)
 AB8478'SOUTHEAST OF THE VILLAGE OF GRANTSBURG, WISCONSIN, IN THE SOUTHEAST
 AB8478'QUARTER OF THE SOUTHEAST QUARTER, SECTION 13, T37N, R18W, TOWN OF
 AB8478'TRADE LAKE.  TO REACH THE STATION FROM THE VILLAGE OF GRANTSBURG,
 AB8478'WISCONSIN (WHERE STATE HIGHWAY 70 AND STATE HIGHWAY 48/87 JUNCTION) GO
 AB8478'SOUTH ALONG STATE HIGHWAY 48/87 7.31 KM (4.55 MI) TO WHERE STATE
 AB8478'HIGHWAY 48 SPLITS OFF TO EAST, GO EAST ALONG STATE HIGHWAY 48 8.9 KM
 AB8478'(5.55 MI) TO PINE LAKE ROAD, GO EAST ALONG PINE LAKE ROAD 1.88 KM
 AB8478'(1.15 MI) TO MOURNING DOVE LANE, CONTINUE EAST (RIGHT) ALONG MOURNING
 AB8478'DOVE LANE 3.3 KM (2.05 MI) TO COUNTY LINE ROAD, GO NORTH ALONG COUNTY
 AB8478'LINE ROAD 294.5 FEET (89.8 M) TO STATION LOCATED 36.5 FEET (11.1 M)
 AB8478'WEST OF COUNTY LINE ROAD, 37 FEET (11.3 M) NORTH OF FENCE CORNER, 4.5
 AB8478'FEET (1.4 M) WEST OF NORTH-SOUTH FENCE.  FIBERGLASS WITNESS POST SET
 AB8478'3.5 FEET (1.1 M) EAST OF THE STATION.  THE STATION MARKER IS SET IN A
 AB8478'30 CM ROUND CONCRETE MONUMENT 11 CM BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0399 ***********************************************************************
 QM0399  DESIGNATION -  KNIGHT
 QM0399  PID         -  QM0399
 QM0399  STATE/COUNTY-  WI/ONEIDA
 QM0399  USGS QUAD   -  HEAFFORD JUNCTION (1982)
 QM0399
 QM0399                         *CURRENT SURVEY CONTROL
 QM0399  ___________________________________________________________________
 QM0399* NAD 83(1991)-  45 33 16.44217(N)    089 42 02.43665(W)     ADJUSTED  
 QM0399* NAVD 88     -       454.374  (meters)    1490.73   (feet)  ADJUSTED  
 QM0399  ___________________________________________________________________
 QM0399  LAPLACE CORR-          -6.45  (seconds)                    DEFLEC99
 QM0399  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 QM0399  DYNAMIC HT  -         454.354 (meters)    1490.66  (feet)  COMP
 QM0399  MODELED GRAV-     980,557.3   (mgal)                       NAVD 88
 QM0399
 QM0399  HORZ ORDER  -  FIRST
 QM0399  VERT ORDER  -  FIRST     CLASS II
 QM0399
 QM0399.The horizontal coordinates were established by classical geodetic methods
 QM0399.and adjusted by the National Geodetic Survey in November 1991..
 QM0399
 QM0399.The orthometric height was determined by differential leveling
 QM0399.and adjusted by the National Geodetic Survey in June 1991..
 QM0399
 QM0399.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0399
 QM0399.The geoid height was determined by GEOID03.
 QM0399
 QM0399.The dynamic height is computed by dividing the NAVD 88
 QM0399.geopotential number by the normal gravity value computed on the
 QM0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0399.degrees latitude (g = 980.6199 gals.).
 QM0399
 QM0399.The modeled gravity was interpolated from observed gravity values.
 QM0399
 QM0399;                    North         East     Units Scale Factor Converg.
 QM0399;SPC WI N     -    43,156.824   623,371.906   MT  1.00000222   +0 12 57.3
 QM0399;SPC WI N     -   141,590.35  2,045,179.33   sFT  1.00000222   +0 12 57.3
 QM0399;SPC WI C     -   191,313.337   623,372.110   MT  1.00001085   +0 12 40.3
 QM0399;SPC WI C     -   627,667.17  2,045,180.00   sFT  1.00001085   +0 12 40.3
 QM0399;UTM  16      - 5,048,106.754   289,210.077   MT  1.00014631   -1 55 43.6
 QM0399
 QM0399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0399!SPC WI N     -   0.99993370  x   1.00000222  =   0.99993592
 QM0399!SPC WI C     -   0.99993370  x   1.00001085  =   0.99994455
 QM0399!UTM  16      -   0.99993370  x   1.00014631  =   1.00008000
 QM0399
 QM0399:                Primary Azimuth Mark                     Grid Az
 QM0399:SPC WI N     -  WILLYS                                   042 18 01.0
 QM0399:SPC WI C     -  WILLYS                                   042 18 18.0
 QM0399:UTM  16      -  WILLYS                                   044 26 41.9
 QM0399
 QM0399|---------------------------------------------------------------------|
 QM0399| PID    Reference Object                     Distance      Geod. Az  |
 QM0399|                                                           dddmmss.s |
 QM0399| QM0400 WILLYS                              APPROX. 1.1 KM 0423058.3 |
 QM0399|---------------------------------------------------------------------|
 QM0399
 QM0399                          SUPERSEDED SURVEY CONTROL
 QM0399
 QM0399  NAD 83(1986)-  45 33 16.44052(N)    089 42 02.43418(W) AD(       ) 1
 QM0399  NAD 27      -  45 33 16.55300(N)    089 42 01.92900(W) AD(       ) 1
 QM0399  NGVD 29 (??/??/92)  454.380  (m)         1490.74   (f) ADJ UNCH    1 2
 QM0399
 QM0399.Superseded values are not recommended for survey control.
 QM0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0399.See file dsdata.txt to determine how the superseded data were derived.
 QM0399
 QM0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR8921048107(NAD 83)
 QM0399_MARKER: DS = TRIANGULATION STATION DISK
 QM0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0399
 QM0399  HISTORY     - Date     Condition        Report By
 QM0399  HISTORY     - 1921     MONUMENTED       CGS
 QM0399  HISTORY     - 1922     GOOD             NGS
 QM0399  HISTORY     - 1952     GOOD             CGS
 QM0399  HISTORY     - 1964     GOOD             CGS
 QM0399  HISTORY     - 1964     GOOD             NGS
 QM0399  HISTORY     - 1970     GOOD             WIHD
 QM0399  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0399
 QM0399                          STATION DESCRIPTION
 QM0399
 QM0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QM0399'THIS STATION IS ABOUT 5/8 MILE E OF HEAFFORD JUNCTION, ON
 QM0399'THE S SIDE OF THE TRACK, ON THE EXTENSION OF THE N RAIL TANGENT
 QM0399'FROM THE E, AND ON THE EXTENSION OF THE S RAIL TANGENT FROM
 QM0399'THE W.  IT IS AT THE FIRST CURVE E OF HEAFFORD JUNCTION,
 QM0399'35 METERS E OF RAILROAD CULVERT 200 Q, ON THE S BANK OF DEEP
 QM0399'CUT, 11.11 METERS (36.46 FEET) S OF S AND NEAREST RAIL.  THE
 QM0399'MARK IS BY THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 QM0399'RAILWAY.
 QM0399'
 QM0399'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS
 QM0399'SET IN CONCRETE.
 QM0399'MARK.
 QM0399
 QM0399                          STATION RECOVERY (1922)
 QM0399
 QM0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 QM0399'0.8 MI E FROM HEAFFORD JUNCTION.
 QM0399'ABOUT 5/8 MILE EAST OF HEAFFORD JUNCTION, ON THE SOUTH SIDE OF
 QM0399'THE TRACK, ON THE EXTENSION OF THE NORTH RAIL TANGENT FROM
 QM0399'THE EAST, AND ON THE EXTENSION OF THE SOUTH RAIL TANGENT FROM
 QM0399'THE WEST.  IT IS AT THE FIRST CURVE EAST OF HEAFFORD JC., 35
 QM0399'METERS EAST OF RAILROAD CULVERT 200 ON THE SOUTH BANK OF DEEP
 QM0399'CUT, 11.11 METERS (36.46 FT.) SOUTH OF SOUTH AND NEAREST RAIL.
 QM0399
 QM0399                          STATION RECOVERY (1952)
 QM0399
 QM0399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QM0399'STATION MARK RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND
 QM0399'TO BE IN GOOD CONDITION.  BRIDGE DESCRIBED AS 200-Q IS
 QM0399'NOW 200-55.
 QM0399
 QM0399                          STATION RECOVERY (1964)
 QM0399
 QM0399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 QM0399'THIS STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 QM0399'THE ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY.
 QM0399
 QM0399                          STATION RECOVERY (1964)
 QM0399
 QM0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 QM0399'RECOVERED IN GOOD CONDITION.
 QM0399
 QM0399                          STATION RECOVERY (1970)
 QM0399
 QM0399'RECOVERY NOTE BY WI HIGHWAY DEPT 1970 (LTK)
 QM0399'DESCRIPTION ADEQUATE.  STATION AND REFERENCE MARK FOUND AS
 QM0399'DESCRIBED IN GOOD CONDITION.
 QM0399
 QM0399                          STATION RECOVERY (1985)
 QM0399
 QM0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0399'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0692 ***********************************************************************
 OM0692  DESIGNATION -  KNOWLES RESET
 OM0692  PID         -  OM0692
 OM0692  STATE/COUNTY-  WI/DODGE
 OM0692  USGS QUAD   -  LOMIRA (1974)
 OM0692
 OM0692                         *CURRENT SURVEY CONTROL
 OM0692  ___________________________________________________________________
 OM0692* NAD 83(1991)-  43 33 25.89641(N)    088 29 41.02049(W)     ADJUSTED  
 OM0692* NAVD 88     -       326.38   (+/-2cm)    1070.8    (feet)  VERTCON   
 OM0692  ___________________________________________________________________
 OM0692  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 OM0692  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 OM0692
 OM0692  HORZ ORDER  -  SECOND
 OM0692  VERT ORDER  -  THIRD ? (See Below)
 OM0692
 OM0692.The horizontal coordinates were established by classical geodetic methods
 OM0692.and adjusted by the National Geodetic Survey in November 1991..
 OM0692
 OM0692.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0692.The vertical order pertains to the NGVD 29 superseded value.
 OM0692
 OM0692.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0692
 OM0692.The geoid height was determined by GEOID03.
 OM0692
 OM0692;                    North         East     Units Scale Factor Converg.
 OM0692;SPC WI S     -   174,087.573   721,612.071   MT  0.99993624   +1 02 03.4
 OM0692;SPC WI S     -   571,152.31  2,367,488.94   sFT  0.99993624   +1 02 03.4
 OM0692;UTM  16      - 4,823,778.463   379,273.138   MT  0.99977928   -1 01 48.4
 OM0692
 OM0692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0692!SPC WI S     -   0.99995433  x   0.99993624  =   0.99989058
 OM0692!UTM  16      -   0.99995433  x   0.99977928  =   0.99973362
 OM0692
 OM0692:                Primary Azimuth Mark                     Grid Az
 OM0692:SPC WI S     -  LOMIRA MUNICIPAL TANK                    046 43 07.6
 OM0692:UTM  16      -  LOMIRA MUNICIPAL TANK                    048 46 59.4
 OM0692
 OM0692|---------------------------------------------------------------------|
 OM0692| PID    Reference Object                     Distance      Geod. Az  |
 OM0692|                                                           dddmmss.s |
 OM0692| OM0693 LOMIRA MUNICIPAL TANK               APPROX. 5.6 KM 0474511.0 |
 OM0692| CI9916 KNOWLES RM 1                         15.218 METERS 09320     |
 OM0692| CI9918 KNOWLES RM 3                         16.689 METERS 09456     |
 OM0692| CI9917 KNOWLES RM 2                         25.653 METERS 17958     |
 OM0692| CI9919 KNOWLES RM 4                         23.999 METERS 18737     |
 OM0692| CI9915 KNOWLES AZ MK                                      2855057.8 |
 OM0692|---------------------------------------------------------------------|
 OM0692
 OM0692                          SUPERSEDED SURVEY CONTROL
 OM0692
 OM0692  NAD 83(1986)-  43 33 25.88801(N)    088 29 41.02557(W) AD(       ) 2
 OM0692  NAD 27      -  43 33 25.91600(N)    088 29 40.65700(W) AD(       ) 2
 OM0692  NGVD 29 (07/19/86)  326.42   (m)         1070.9    (f) LEVELING    3  
 OM0692
 OM0692.Superseded values are not recommended for survey control.
 OM0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0692.See file dsdata.txt to determine how the superseded data were derived.
 OM0692
 OM0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7927323778(NAD 83)
 OM0692_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0692
 OM0692  HISTORY     - Date     Condition        Report By
 OM0692  HISTORY     - 1953     MONUMENTED       CGS
 OM0692  HISTORY     - 1958     SEE DESCRIPTION  CHIAS
 OM0692  HISTORY     - 1963     SEE DESCRIPTION  CGS
 OM0692  HISTORY     - 20030806 MARK NOT FOUND   USPSQD
 OM0692
 OM0692                          STATION DESCRIPTION
 OM0692
 OM0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0692'STATION IS LOCATED 3 MILES NORTHWEST OF THERESA AND 2 MILES
 OM0692'SOUTHWEST OF LOMIRA AND 1 MILE SOUTH OF KNOWLES ON PROPERTY
 OM0692'OWNED BY MR. E.W. MARTIN.  IT IS 52 FEET SOUTH OF A 12 INCH
 OM0692'HICKORY TREE, 34 FEET NORTH OF AN 8 INCH HICKORY TREE, 25
 OM0692'FEET WEST OF THE CENTER OF A GRAVEL ROAD AND 1 FOOT EAST OF
 OM0692'A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 OM0692'KNOWLES 1953.
 OM0692'
 OM0692'REFERENCE MARK NO. 1 IS 25 FEET WEST OF THE CENTER OF THE
 OM0692'ROAD AND 21 FEET NORTH OF A 6 INCH HICKORY TREE.  THE MARK
 OM0692'PROJECTS 2 INCHES AND THE DISK IS STAMPED KNOWLES NO 1 1953.
 OM0692'
 OM0692'REFERENCE MARK NO. 2 IS 25 FEET SOUTH OF AN 8 INCH HICKORY
 OM0692'TREE, 21 FEET WEST OF THE CENTER OF THE ROAD AND 1 FOOT
 OM0692'EAST OF THE FENCE LINE.  THE MARK PROJECTS 3 INCHES AND THE
 OM0692'DISK IS STAMPED KNOWLES NO 2 1953.
 OM0692'
 OM0692'AZIMUTH MARK IS 97 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD
 OM0692'AND 1 FOOT EAST OF THE NORTHEAST CORNER OF THE HICKORY GROVE
 OM0692'SCHOOL BUILDING.  THE MARK PROJECTS 4 INCHES AND THE DISK
 OM0692'IS STAMPED KNOWLES 1953.
 OM0692'
 OM0692'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 OM0692'41 AND STATE HIGHWAY 67, EAST, AND COUNTY HIGHWAY H, WEST,
 OM0692'IN LOMIRA, GO WEST ON HIGHWAY H FOR 1.4 MILES TO A GRAVEL
 OM0692'CROSSROAD.  TURN LEFT AND GO SOUTH FOR 1.5 MILES TO A GRAVEL
 OM0692'ROAD RIGHT, TURN RIGHT AND GO WEST FOR 0.9 MILE TO A FORK.
 OM0692'TAKE LEFT FORK AND GO 0.5 MILE TO A T-ROAD INTERSECTION AND
 OM0692'THE HICKORY GROVE SCHOOL AND THE AZIMUTH MARK AS DESCRIBED.
 OM0692'TURN LEFT AND GO EAST FOR 0.2 MILE TO A SHARP CURVE IN THE
 OM0692'ROAD, TURN RIGHT AND GO SOUTH FOR 0.1 MILE TO THE STATION
 OM0692'ON THE RIGHT AS DESCRIBED.
 OM0692'
 OM0692'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 OM0692
 OM0692                          STATION RECOVERY (1958)
 OM0692
 OM0692'RECOVERY NOTE BY CHICAGO AERIAL SURVEY 1958
 OM0692'STATION MARK RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OM0692
 OM0692                          STATION RECOVERY (1963)
 OM0692
 OM0692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 OM0692'ALL MARKS RECOVERED ESSENTIALLY AS ORIGINALLY DESCRIBED.
 OM0692'BOTH STATION MARKS LOWERED EXACTLY VERTICALLY, AND THE REFERENCE
 OM0692'MARKS RESET AS NOS. 3 AND 4.
 OM0692'
 OM0692'ABOUT 0.2 MILE E ALONG COUNTY ROAD Y FROM THE RAILROAD CROSSING
 OM0692'IN KNOWLES, THENCE 0.5 MILE S ALONG COUNTY ROAD AY AND TURN
 OM0692'RIGHT OFF A CURVE, THENCE 0.5 MILE S ON BLUEMOUND ROAD TO
 OM0692'T-INTERSECTION AND THE AZIMUTH MARK AT HICKORY GROVE SCHOOL,
 OM0692'THENCE 0.25 MILE E AND 0.1 MILE S TO THE STATION ON RIGHT,
 OM0692'208.4 FEET NNW OF CENTER OF NO. E 63 11152 POWER POLE, 56.2
 OM0692'FEET W OF NO. E 63 11151 POWER POLE, 22 FEET W OF CENTER
 OM0692'LINE OF BLUEMOUND ROAD, 3.4 FEET LOWER THAN SAME, STANDARD
 OM0692'DISKS STAMPED KNOWLES 1953 1963 ARE SET IN 1B AND 7A MARKS
 OM0692'WITH THE UPPER MARK ABOUT 2 FEET UNDERGROUND, 10.2 FEET E
 OM0692'OF STEEL WITNESS POST.
 OM0692'
 OM0692'REFERENCE STAMPED KNOWLES 1953 NO 3 1963, NOTE 11A, FLUSH,
 OM0692'IS 16.689 METERS OR 54.75 FEET E IN AZIMUTH 274 DEG 56 MIN
 OM0692'FROM STATION, 32-1/2 FEET E OF CENTER LINE OF ROAD, ABOUT
 OM0692'HALF A FOOT LOWER THAN SAME, 18 FEET S OF POWER POLE, AND
 OM0692'2.1 FEET N OF STEEL WITNESS POST.
 OM0692'
 OM0692'REFERENCE STAMPED KNOWLES 1953 NO 4 1963, NOTE 11A, FLUSH,
 OM0692'IS 23.999 METERS OR 78.74 FEET S IN AZIMUTH 7 DEG 38 MIN
 OM0692'FROM STATION, 32.5 FEET W OF CENTER LINE OF ROAD, 0.5 FOOT
 OM0692'HIGHER THAN SAME, AND 79 FEET S OF STEEL WITNESS POST.
 OM0692'
 OM0692'AZIMUTH MARK STAMPED KNOWLES 1953, NOTE 16A, PROJECTS 0.2
 OM0692'FOOT, IS ABOUT 0.25 MILE WNW IN AZIMUTH 105 DEG 51 MIN 03.4 SEC
 OM0692'FROM STATION, 94 FEET S OF CENTER LINE OF FARMERSVILLE ROAD,
 OM0692'54 FEET W OF PROJECTED CENTER LINE OF BLUEMOUND ROAD FROM
 OM0692'THE NORTH, AND 1.7 FEET SE OF THE NE CORNER OF THE DIST. NO. 7
 OM0692'HICKORY GROVE SCHOOL BRICK BUILDING.
 OM0692
 OM0692                          STATION RECOVERY (2003)
 OM0692
 OM0692'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0692'THE STATION, RM 3, AND AZIMUTH MARK WERE NOT FOUND.  REFERENCE MARK 4
 OM0692'WAS RECOVERED IN GOOD CONDITION.
 OM0692'THE STATION IS ABOUT 51 FEET SOUTH OF THE EXTENDED CENTERLINE OF THE
 OM0692'DRIVEWAY TO -N10066-.  A WHITE METAL WITNESS POST IS PRESENT.  THE
 OM0692'POWER POLE REFERENCED IN 1963 IS NUMBERED 94-08362 40-5.
 OM0692'REFERENCE MARK 3 WAS NOT FOUND.  IF PRESENT, IT IS UNDER THE SURFACE
 OM0692'OF THE LAWN OF A PRIVATE RESIDENCE.
 OM0692'REFERENCE 4 WAS RECOVERED.  IT IS 3.3 FEET EAST OF A METAL FENCE
 OM0692'CORNER POST.
 OM0692'THE AZIMUTH MARK WAS NOT RECOVERED.  THE SCHOOL HOUSE APPEARS TO BE A
 OM0692'PRIVATE RESIDENCE WITH LANDSCAPPING AROUND THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1226 ***********************************************************************
 PN1226  DESIGNATION -  KNOWLTON
 PN1226  PID         -  PN1226
 PN1226  STATE/COUNTY-  WI/MARATHON
 PN1226  USGS QUAD   -  DANCY (1991)
 PN1226
 PN1226                         *CURRENT SURVEY CONTROL
 PN1226  ___________________________________________________________________
 PN1226* NAD 83(1991)-  44 43 43.40317(N)    089 40 44.77165(W)     ADJUSTED  
 PN1226* NAVD 88     -       355.9    (meters)    1168.     (feet)  VERTCON   
 PN1226  ___________________________________________________________________
 PN1226  LAPLACE CORR-          -6.56  (seconds)                    DEFLEC99
 PN1226  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 PN1226
 PN1226  HORZ ORDER  -  SECOND
 PN1226
 PN1226.The horizontal coordinates were established by classical geodetic methods
 PN1226.and adjusted by the National Geodetic Survey in November 1991..
 PN1226
 PN1226.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1226
 PN1226.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1226
 PN1226.The geoid height was determined by GEOID03.
 PN1226
 PN1226;                    North         East     Units Scale Factor Converg.
 PN1226;SPC WI C     -    99,544.334   625,419.312   MT  0.99994400   +0 13 35.1
 PN1226;SPC WI C     -   326,588.37  2,051,896.53   sFT  0.99994400   +0 13 35.1
 PN1226;UTM  16      - 4,956,307.556   287,850.842   MT  1.00015349   -1 53 10.0
 PN1226
 PN1226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1226!SPC WI C     -   0.99994971  x   0.99994400  =   0.99989371
 PN1226!UTM  16      -   0.99994971  x   1.00015349  =   1.00010319
 PN1226
 PN1226|---------------------------------------------------------------------|
 PN1226| PID    Reference Object                     Distance      Geod. Az  |
 PN1226|                                                           dddmmss.s |
 PN1226| PN1227 KNOWLTON RM 1                        18.319 METERS 23542     |
 PN1226| PN1228 KNOWLTON RM 2                        16.671 METERS 32821     |
 PN1226| PN1168 RIB MTN TV WSAU WAOW MAST           APPROX.21.3 KM 3571629.1 |
 PN1226|---------------------------------------------------------------------|
 PN1226
 PN1226                          SUPERSEDED SURVEY CONTROL
 PN1226
 PN1226  NAD 83(1986)-  44 43 43.40236(N)    089 40 44.77994(W) AD(       ) 2
 PN1226  NGVD 29 (01/12/90)  355.9    (m)         1168.     (f) VERT ANG       
 PN1226
 PN1226.Superseded values are not recommended for survey control.
 PN1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1226.See file dsdata.txt to determine how the superseded data were derived.
 PN1226
 PN1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ8785156308(NAD 83)
 PN1226_MARKER: DE = TRAVERSE STATION DISK
 PN1226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN1226_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1226+STABILITY: SURFACE MOTION
 PN1226
 PN1226  HISTORY     - Date     Condition        Report By
 PN1226  HISTORY     - 1980     MONUMENTED       WIDT
 PN1226  HISTORY     - 19950422 MARK NOT FOUND   USPSQD
 PN1226
 PN1226                          STATION DESCRIPTION
 PN1226
 PN1226'DESCRIBED BY WI DEPT OF TRANSP 1980 (LTK)
 PN1226'THE STATION IS LOCATED ABOUT 15 MILES NORTH NORTHWEST OF STEVENS
 PN1226'POINT, 4.5 MILES SOUTH OF MOSINEE, AND 0.5 MILE EAST NORTHEAST OF
 PN1226'KNOWLTON.  THE STATION IS NEAR THE SOUTHWEST CORNER OF THE STH 34
 PN1226'STRUCTURE OVER USH 51.
 PN1226'
 PN1226'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---KNOWLTON 1980---.
 PN1226'THE SURFACE DISK IS SET IN THE TOP OF A 14 INCH CYLINDRICAL CONCRETE
 PN1226'MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS 28.3 FEET SOUTH
 PN1226'SOUTHEAST OF THE CENTER OF STH 34, 21.1 FEET SOUTH SOUTHWEST OF THE
 PN1226'SOUTHWEST CORNER OF THE WEST END OF THE SOUTH BRIDGE RAIL, 5.4 FEET
 PN1226'SOUTH SOUTHEAST OF THE GUARDRAIL, AND 2 FEET NORTH NORTHWEST OF A
 PN1226'METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 PN1226'OF CONCRETE 4.5 FEET BELOW GROUND.
 PN1226'
 PN1226'REFERENCE MARK 1 IS A STANDARD WIDT DISK STAMPED---KNOWLTON RM 1
 PN1226'1980---SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 PN1226'WHICH IS FLUSH WITH THE GROUND.  IT IS 81.1 FEET SOUTH SOUTHWEST OF
 PN1226'THE SOUTHWEST CORNER OF THE WEST END OF THE SOUTH BRIDGE RAIL, 29.1
 PN1226'FEET SOUTH SOUTHEAST OF THE CENTER OF STH 34, 4.5 FEET SOUTH SOUTHEAST
 PN1226'OF THE GUARDRAIL, AND 2.6 FEET NORTH NORTHEAST OF A METAL WITNESS
 PN1226'POST.
 PN1226'
 PN1226'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---KNOWLTON RM 2
 PN1226'1980---SET IN THE TOP OF A 14 INCH CYLINDRICAL CONCRETE MONUMENT
 PN1226'WHICH IS FLUSH WITH THE GROUND.  IT IS 26.2 FEET NORTH NORTHWEST OF
 PN1226'THE CENTER OF STH 34, 25.4 FEET WEST SOUTHWEST OF THE NORTHWEST CORNER
 PN1226'OF THE WEST END OF THE NORTH BRIDGE RAIL, 3.7 FEET NORTH NORTHWEST
 PN1226'OF THE GUARDRAIL, AND 2 FEET SOUTH SOUTHEAST OF A METAL WITNESS POST.
 PN1226'
 PN1226'NO AZIMUTH MARK WAS SET.  HEIGHT OF LIGHT ABOVE MARK WAS 1.55 METERS
 PN1226
 PN1226                          STATION RECOVERY (1995)
 PN1226
 PN1226'RECOVERY NOTE BY US POWER SQUADRON 1995
 PN1226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0398 ***********************************************************************
 PM0398  DESIGNATION -  KODAN
 PM0398  PID         -  PM0398
 PM0398  STATE/COUNTY-  WI/KEWAUNEE
 PM0398  USGS QUAD   -  FORESTVILLE (1982)
 PM0398
 PM0398                         *CURRENT SURVEY CONTROL
 PM0398  ___________________________________________________________________
 PM0398* NAD 83(1991)-  44 40 06.23531(N)    087 28 04.59836(W)     ADJUSTED  
 PM0398* NAVD 88     -       203.     (meters)     666.     (feet)  SCALED    
 PM0398  ___________________________________________________________________
 PM0398  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 PM0398  GEOID HEIGHT-         -36.45  (meters)                     GEOID03
 PM0398
 PM0398  HORZ ORDER  -  THIRD
 PM0398
 PM0398.The horizontal coordinates were established by classical geodetic methods
 PM0398.and adjusted by the National Geodetic Survey in November 1991..
 PM0398
 PM0398.The orthometric height was scaled from a topographic map.
 PM0398
 PM0398.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0398
 PM0398.The geoid height was determined by GEOID03.
 PM0398
 PM0398;                    North         East     Units Scale Factor Converg.
 PM0398;SPC WI C     -    95,920.947   800,749.673   MT  0.99994725   +1 47 11.6
 PM0398;SPC WI C     -   314,700.64  2,627,126.22   sFT  0.99994725   +1 47 11.6
 PM0398;UTM  16      - 4,946,221.260   462,906.739   MT  0.99961692   -0 19 44.3
 PM0398
 PM0398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0398!SPC WI C     -   0.99997389  x   0.99994725  =   0.99992114
 PM0398!UTM  16      -   0.99997389  x   0.99961692  =   0.99959082
 PM0398
 PM0398|---------------------------------------------------------------------|
 PM0398| PID    Reference Object                     Distance      Geod. Az  |
 PM0398|                                                           dddmmss.s |
 PM0398| CJ5193 KODAN RM 1                           12.821 METERS 09202     |
 PM0398| CJ5192 KODAN AZ MK                                        1260147.0 |
 PM0398| PM0390 ALGOMA ST PAULS EVAN LUTH CH        APPROX. 7.0 KM 1601704.2 |
 PM0398| PM0392 ALGOMA MUNICIPAL TANK               APPROX. 6.9 KM 1682523.6 |
 PM0398| PM0518 RANKIN ST JOHNS LUTH CH SPIRE       APPROX. 8.6 KM 1995257.2 |
 PM0398| CJ5194 KODAN RM 2                           20.763 METERS 26707     |
 PM0398|---------------------------------------------------------------------|
 PM0398
 PM0398                          SUPERSEDED SURVEY CONTROL
 PM0398
 PM0398  NAD 83(1986)-  44 40 06.22866(N)    087 28 04.58585(W) AD(       ) 3
 PM0398  NAD 27      -  44 40 06.23000(N)    087 28 04.26000(W) AD(       ) 3
 PM0398
 PM0398.Superseded values are not recommended for survey control.
 PM0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0398.See file dsdata.txt to determine how the superseded data were derived.
 PM0398
 PM0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ6290746221(NAD 83)
 PM0398_MARKER: DS = TRIANGULATION STATION DISK
 PM0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0398
 PM0398  HISTORY     - Date     Condition        Report By
 PM0398  HISTORY     - 1953     MONUMENTED       CGS
 PM0398  HISTORY     - 20031211 MARK NOT FOUND   USPSQD
 PM0398
 PM0398                          STATION DESCRIPTION
 PM0398
 PM0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0398'STATION IS LOCATED ON THE PROPERTY OF DONALD RONSMAN ALONG THE EAST
 PM0398'SIDE OF STATE HIGHWAY 42 ABOUT 5 MILES NORTH OF ALGOMA, 1-1/2 MILES
 PM0398'SOUTH OF FORESTVILLE AND ABOUT 0.3 MILE SOUTH OF MR. RONSMANS FARM
 PM0398'BUILDINGS.  IT IS 158 FEET EAST OF THE CENTER OF THE HIGHWAY, 71
 PM0398'FEET EAST OF A WHITE WITNESS POST, 32 FEET NORTH OF A 30 INCH ELM
 PM0398'TREE AND 3 FEET NORTH OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS
 PM0398'STAMPED KODAN 1953.
 PM0398'
 PM0398'REFERENCE MARK NO. 1 IS 48 FEET NORTHEAST OF THE ELM TREE AND 1 FOOT
 PM0398'NORTH OF THE FENCE.  THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK
 PM0398'IS STAMPED KODAN NO 1 1953.
 PM0398'
 PM0398'REFERENCE MARK NO. 2 IS 90 FEET EAST OF THE CENTER OF THE HIGHWAY, 3
 PM0398'FEET EAST OF THE WHITE WITNESS POST AND 1 FOOT NORTH OF THE FENCE.
 PM0398'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED KODAN NO 2
 PM0398'1953.
 PM0398'
 PM0398'AZIMUTH MARK IS 25 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 4 FEET
 PM0398'SOUTHWEST OF A TELEPHONE POLE, 3 FEET NORTH OF A WHITE WITNESS POST
 PM0398'AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND
 PM0398'THE DISK IS STAMPED KODAN 1953.
 PM0398'
 PM0398'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 AND COUNTY
 PM0398'HIGHWAY J IN FORESTVILLE, GO SOUTH ON HIGHWAY 42 FOR 1.6 MILES TO
 PM0398'THE STATION ON THE LEFT AS DESCRIBED.
 PM0398'
 PM0398'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON HIGHWAY 42
 PM0398'FOR 0.5 MILE TO A GRAVEL ROAD LEFT.  TURN LEFT AND GO EAST ON GRAVEL
 PM0398'ROAD FOR 0.5 MILE TO A GRAVEL CROSSROAD.  TURN LEFT AND GO NORTH ON
 PM0398'GRAVEL ROAD FOR 0.15 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 PM0398'
 PM0398'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 PM0398
 PM0398                          STATION RECOVERY (2003)
 PM0398
 PM0398'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0398'STATION AND REFERENCE MARKS WERE NOT FOUND.  THE STATION IS 0.5 MILE
 PM0398'NORTH OF ROOSEVELT ROAD ON HIGHWAY 42.  THE AREA IS A LOG SAWING LOT.
 PM0398'THE AZIMUTH MARK IS ON CEDAR DR. AND WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0251 ***********************************************************************
 OL0251  DESIGNATION -  KOHLER
 OL0251  PID         -  OL0251
 OL0251  STATE/COUNTY-  WI/SHEBOYGAN
 OL0251  USGS QUAD   -  SHEBOYGAN FALLS (1994)
 OL0251
 OL0251                         *CURRENT SURVEY CONTROL
 OL0251  ___________________________________________________________________
 OL0251* NAD 83(1986)-  43 44 10.     (N)    087 46 47.     (W)     SCALED    
 OL0251* NAVD 88     -       206.120  (meters)     676.25   (feet)  ADJUSTED  
 OL0251  ___________________________________________________________________
 OL0251  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 OL0251  DYNAMIC HT  -         206.081 (meters)     676.12  (feet)  COMP
 OL0251  MODELED GRAV-     980,423.7   (mgal)                       NAVD 88
 OL0251
 OL0251  VERT ORDER  -  SECOND    CLASS I
 OL0251
 OL0251.The horizontal coordinates were scaled from a topographic map and have
 OL0251.an estimated accuracy of +/- 6 seconds.
 OL0251
 OL0251.The orthometric height was determined by differential leveling
 OL0251.and adjusted by the National Geodetic Survey in May 2003..
 OL0251
 OL0251.The geoid height was determined by GEOID03.
 OL0251
 OL0251.The dynamic height is computed by dividing the NAVD 88
 OL0251.geopotential number by the normal gravity value computed on the
 OL0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0251.degrees latitude (g = 980.6199 gals.).
 OL0251
 OL0251.The modeled gravity was interpolated from observed gravity values.
 OL0251
 OL0251;                    North         East    Units  Estimated Accuracy
 OL0251;SPC WI S     -   195,250.      778,840.      MT  (+/- 180 meters Scaled)
 OL0251
 OL0251                          SUPERSEDED SURVEY CONTROL
 OL0251
 OL0251  NAVD 88 (06/15/91)  206.129  (m)          676.27   (f) UNKNOWN     1 0
 OL0251
 OL0251.Superseded values are not recommended for survey control.
 OL0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0251.See file dsdata.txt to determine how the superseded data were derived.
 OL0251
 OL0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP372428(NAD 83)
 OL0251_MARKER: DB = BENCH MARK DISK
 OL0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OL0251_STAMPING: KOHLER 1934
 OL0251_MARK LOGO: CGS   
 OL0251_PROJECTION: FLUSH
 OL0251_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OL0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0251+STABILITY: SURFACE MOTION
 OL0251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0251+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2003
 OL0251
 OL0251  HISTORY     - Date     Condition        Report By
 OL0251  HISTORY     - 1934     MONUMENTED       CGS
 OL0251  HISTORY     - 1974     GOOD             NOS
 OL0251  HISTORY     - 20010416 GOOD             WIDT
 OL0251  HISTORY     - 20031206 GOOD             USPSQD
 OL0251
 OL0251                          STATION DESCRIPTION
 OL0251
 OL0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OL0251'AT KOHLER.
 OL0251'ALONG THE CHICAGO AND NORTHWESTERN RAILROAD TO CENTER OF HIGH
 OL0251'STREET, THENCE SOUTH ACROSS STATE HIWAY 28 TO INTERSECTION
 OL0251'WITH WEST RIVERSIDE DRIVE.  SET IN POST FLUSH WITH LAWN, 60
 OL0251'FEET WEST OF CENTERLINE OF WEST RIVERSIDE DRIVE AND 50 FEET
 OL0251'SOUTH OF CENTERLINE OF HIWAY.
 OL0251
 OL0251                          STATION RECOVERY (1974)
 OL0251
 OL0251'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1974
 OL0251'IN KOHLER, 1.7 MILES NORTHEAST OF THE INTERSECTION OF WISCONSIN
 OL0251'HIGHWAY 28 AND WISCONSIN HIGHWAY 32, 0.5 MILE SOUTH OF THE
 OL0251'INTERSECTION OF WISCONSIN HIGHWAY 23 (KOHLER MEMORIAL DRIVE) AND
 OL0251'HIGH STREET, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF WISCONSIN
 OL0251'HIGHWAY 28 AND HIGH STREET, 60 FT. WEST OF THE CENTERLINE OF THE
 OL0251'STREET HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 OL0251'LAWN.
 OL0251
 OL0251                          STATION RECOVERY (2001)
 OL0251
 OL0251'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OL0251'THE STATION IS LOCATED ABOUT 5 KM SOUTHWEST OF SHEBOYGAN AND 4 KM
 OL0251'NORTHEAST OF SHEBOYGAN FALLS IN KOHLER. OWNERSHIP--SHEBOYGAN COUNTY.
 OL0251'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 43 WITH
 OL0251'STATE HIGHWAY 23 IN THE CITY OF SHEBOYGAN, GO WEST ON STATE HIGHWAY
 OL0251'23 FOR 1.3 KM TO THE NORTHBOUND EXIT FOR COUNTY HIGHWAY Y NORTH,
 OL0251'CONTINUE TO THE RIGHT ON THE EXIT RAMP FOR 0.5 KM TO COUNTY HIGHWAY Y
 OL0251'NORTH AND HIGHLAND DRIVE, TURN RIGHT AND GO SOUTH ON HIGHLAND DRIVE
 OL0251'FOR 2.3 KM TO COUNTY HIGHWAY PP AND THE STATION ON THE RIGHT.  THE
 OL0251'STATION IS A BRONZE US COAST AND GEODETIC SURVEY BENCH MARK DISK SET
 OL0251'IN THE TOP OF A 57-CM X 60-CM CONCRETE POST AND ABOUT 0.5 M ABOVE THE
 OL0251'HIGHWAY PAVEMENT.  THE STATION IS 12.8 M SOUTH OF THE CENTERLINE OF
 OL0251'COUNTY HIGHWAY PP, 15.9 M WEST OF THE CENTERLINE OF WEST RIVERSIDE
 OL0251'DRIVE, 2.2 M WEST OF THE EXTENDED CENTERLINE OF HIGHLAND DRIVE, 1.8 M
 OL0251'NORTHWEST OF THE NORTH CORNER OF A 78-CM X 48-CM ELECTRICAL BOX, 0.5
 OL0251'M SOUTHWEST OF THE EDGE OF A SIDEWALK, AND 0.3 M NORTHEAST OF THE
 OL0251'EDGE OF A MANHOLE. ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 OL0251'EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON EXCEPT FOR A
 OL0251'TRAFFIC SIGN POST EXTENDING TO 30 DEGREES.
 OL0251
 OL0251                          STATION RECOVERY (2003)
 OL0251
 OL0251'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OL0251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0466 ***********************************************************************
 OL0466  DESIGNATION -  KOHLER MUN AIRPORT BEACON
 OL0466  PID         -  OL0466
 OL0466  STATE/COUNTY-  WI/SHEBOYGAN
 OL0466  USGS QUAD   -  SHEBOYGAN FALLS (1994)
 OL0466
 OL0466                         *CURRENT SURVEY CONTROL
 OL0466  ___________________________________________________________________
 OL0466* NAD 83(1991)-  43 44 56.49660(N)    087 46 45.15566(W)     ADJUSTED  
 OL0466* NAVD 88     -                                                        
 OL0466  ___________________________________________________________________
 OL0466  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 OL0466  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 OL0466
 OL0466  HORZ ORDER  -  THIRD
 OL0466
 OL0466.The horizontal coordinates were established by classical geodetic methods
 OL0466.and adjusted by the National Geodetic Survey in November 1991..
 OL0466
 OL0466
 OL0466.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0466
 OL0466.The geoid height was determined by GEOID03.
 OL0466
 OL0466;                    North         East     Units Scale Factor Converg.
 OL0466;SPC WI S     -   196,684.012   778,840.315   MT  0.99995094   +1 31 33.3
 OL0466;SPC WI S     -   645,287.46  2,555,245.27   sFT  0.99995094   +1 31 33.3
 OL0466;UTM  16      - 4,844,293.417   437,264.714   MT  0.99964841   -0 32 19.8
 OL0466
 OL0466                          SUPERSEDED SURVEY CONTROL
 OL0466
 OL0466  NAD 83(1986)-  43 44 56.48294(N)    087 46 45.15733(W) AD(       ) 4
 OL0466  NAD 27      -  43 44 56.50000(N)    087 46 44.84000(W) AD(       ) 3
 OL0466
 OL0466.Superseded values are not recommended for survey control.
 OL0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0466.See file dsdata.txt to determine how the superseded data were derived.
 OL0466
 OL0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3726544293(NAD 83)
 OL0466
 OL0466  HISTORY     - Date     Condition        Report By
 OL0466  HISTORY     - 1953     MONUMENTED       CGS
 OL0466  HISTORY     - 20021119 MARK NOT FOUND   USPSQD
 OL0466  HISTORY     - 20040307 MARK NOT FOUND   USPSQD
 OL0466
 OL0466                          STATION DESCRIPTION
 OL0466
 OL0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 OL0466'STATION IS THE CENTER OF THE BASE OF THE KOHLER MUNI. AIRPORT
 OL0466'BEACON, LOCATED
 OL0466'ABOUT 2-1/2 MILES WEST OF SHEBOYGAN, 0.5 MILE NORTH OF KOHLER, AT THE
 OL0466'KOHLER MUNI. AIRPORT.  IT IS A
 OL0466'FOUR LEGGED STEEL TOWER PAINTED YELLOW ABOUT 60 FEET HIGH
 OL0466'WITH A REVOLVING LIGHT ATOP.
 OL0466'
 OL0466'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION KOHLER.  THE
 OL0466'DISTANCE IS 37.03 (METERS)
 OL0466'121.5 (FEET).
 OL0466
 OL0466                          STATION RECOVERY (2002)
 OL0466
 OL0466'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OL0466'NOT FOUND.  KOHLER NO LONGER HAS AN AIRPORT.  THERE IS A SHEBOYGAN
 OL0466'COUNTY AIRPORT SEVERAL MILES TO THE NORTHWEST.
 OL0466
 OL0466                          STATION RECOVERY (2004)
 OL0466
 OL0466'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 OL0466'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0467 ***********************************************************************
 OL0467  DESIGNATION -  KOHLER POWER HOUSE STACK
 OL0467  PID         -  OL0467
 OL0467  STATE/COUNTY-  WI/SHEBOYGAN
 OL0467  USGS QUAD   -  SHEBOYGAN FALLS (1994)
 OL0467
 OL0467                         *CURRENT SURVEY CONTROL
 OL0467  ___________________________________________________________________
 OL0467* NAD 83(1991)-  43 44 20.64467(N)    087 46 43.56119(W)     ADJUSTED  
 OL0467* NAVD 88     -                                                        
 OL0467  ___________________________________________________________________
 OL0467  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 OL0467  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 OL0467
 OL0467  HORZ ORDER  -  THIRD
 OL0467
 OL0467.The horizontal coordinates were established by classical geodetic methods
 OL0467.and adjusted by the National Geodetic Survey in November 1991..
 OL0467
 OL0467
 OL0467.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0467
 OL0467.The geoid height was determined by GEOID03.
 OL0467
 OL0467;                    North         East     Units Scale Factor Converg.
 OL0467;SPC WI S     -   195,578.907   778,905.444   MT  0.99994990   +1 31 34.4
 OL0467;SPC WI S     -   641,661.80  2,555,458.94   sFT  0.99994990   +1 31 34.4
 OL0467;UTM  16      - 4,843,187.017   437,289.978   MT  0.99964837   -0 32 18.4
 OL0467
 OL0467                          SUPERSEDED SURVEY CONTROL
 OL0467
 OL0467  NAD 83(1986)-  43 44 20.63097(N)    087 46 43.56294(W) AD(       ) 4
 OL0467  NAD 27      -  43 44 20.65300(N)    087 46 43.24400(W) AD(       ) 3
 OL0467
 OL0467.Superseded values are not recommended for survey control.
 OL0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0467.See file dsdata.txt to determine how the superseded data were derived.
 OL0467
 OL0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3729043187(NAD 83)
 OL0467_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0467+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2002
 OL0467
 OL0467  HISTORY     - Date     Condition        Report By
 OL0467  HISTORY     - 1953     MONUMENTED       CGS
 OL0467  HISTORY     - 19950723 GOOD             USPSQD
 OL0467  HISTORY     - 20021107 GOOD             USPSQD
 OL0467  HISTORY     - 20040307 GOOD             USPSQD
 OL0467
 OL0467                          STATION DESCRIPTION
 OL0467
 OL0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OL0467'STATION IS THE CENTER OF THE TOP OF THE ROUND BRICK STACK,
 OL0467'LOCATED ABOUT 0.05
 OL0467'MILE EAST OF THE INTERSECTION OF HIGH STREET AND ORCHARD ROAD IN
 OL0467'KOHLER.  THE STACK IS A YELLOW BRICK
 OL0467'STRUCTURE ABOUT 140 FEET HIGH.  IT HAS THE LEGEND
 OL0467'(KOHLER) IN BLACK LETTERS ON THE WEST SIDE.
 OL0467
 OL0467                          STATION RECOVERY (1995)
 OL0467
 OL0467'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0467'RECOVERED IN GOOD CONDITION.
 OL0467
 OL0467                          STATION RECOVERY (2002)
 OL0467
 OL0467'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OL0467'RECOVERED IN GOOD CONDITION.  THE KOHLER POWER HOUSE STACK IS LOCATED
 OL0467'1 MILE SOUTH OF HIGHWAY 23 FROM THE KOHLER EXIT AT THE INTERSECTION OF
 OL0467'HIGHLAND DRIVE AND SCHOOL STREET EXTENDED.
 OL0467
 OL0467                          STATION RECOVERY (2004)
 OL0467
 OL0467'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 OL0467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0583 ***********************************************************************
 OL0583  DESIGNATION -  KOHLER RESET
 OL0583  PID         -  OL0583
 OL0583  STATE/COUNTY-  WI/SHEBOYGAN
 OL0583  USGS QUAD   -  SHEBOYGAN FALLS (1994)
 OL0583
 OL0583                         *CURRENT SURVEY CONTROL
 OL0583  ___________________________________________________________________
 OL0583* NAD 83(1991)-  43 44 55.41151(N)    087 46 45.86194(W)     ADJUSTED  
 OL0583* NAVD 88     -       201.     (meters)     659.     (feet)  SCALED    
 OL0583  ___________________________________________________________________
 OL0583  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 OL0583  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 OL0583
 OL0583  HORZ ORDER  -  THIRD
 OL0583
 OL0583.The horizontal coordinates were established by classical geodetic methods
 OL0583.and adjusted by the National Geodetic Survey in November 1991..
 OL0583
 OL0583.The orthometric height was scaled from a topographic map.
 OL0583
 OL0583.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0583
 OL0583.The geoid height was determined by GEOID03.
 OL0583
 OL0583;                    North         East     Units Scale Factor Converg.
 OL0583;SPC WI S     -   196,650.116   778,825.412   MT  0.99995091   +1 31 32.8
 OL0583;SPC WI S     -   645,176.26  2,555,196.37   sFT  0.99995091   +1 31 32.8
 OL0583;UTM  16      - 4,844,260.090   437,248.603   MT  0.99964843   -0 32 20.3
 OL0583
 OL0583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0583!SPC WI S     -   0.99997409  x   0.99995091  =   0.99992500
 OL0583!UTM  16      -   0.99997409  x   0.99964843  =   0.99962252
 OL0583
 OL0583|---------------------------------------------------------------------|
 OL0583| PID    Reference Object                     Distance      Geod. Az  |
 OL0583|                                                           dddmmss.s |
 OL0583| OL0466 KOHLER MUN AIRPORT BEACON            37.030 METERS 02516     |
 OL0583| CI9921 KOHLER RM 1                          20.915 METERS 07014     |
 OL0583| CI9920 KOHLER AZ MK                                       1011006.3 |
 OL0583| OL0462 SHEBOYGAN RAD STA WHBL E MAST       APPROX. 4.6 KM 1351442.7 |
 OL0583| OL0463 SHEBOYGAN RAD STA WHBL W MAST       APPROX. 4.6 KM 1364718.1 |
 OL0583| OL0467 KOHLER POWER HOUSE STACK            APPROX. 1.1 KM 1771510.9 |
 OL0583| CI9922 KOHLER RM 2                          22.811 METERS 27052     |
 OL0583| CI9923 KOHLER RM 3                          10.248 METERS 33452     |
 OL0583|---------------------------------------------------------------------|
 OL0583
 OL0583                          SUPERSEDED SURVEY CONTROL
 OL0583
 OL0583  NAD 83(1986)-  43 44 55.39786(N)    087 46 45.86362(W) AD(       ) 3
 OL0583  NAD 27      -  43 44 55.41700(N)    087 46 45.54700(W) AD(       ) 3
 OL0583
 OL0583.Superseded values are not recommended for survey control.
 OL0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0583.See file dsdata.txt to determine how the superseded data were derived.
 OL0583
 OL0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3724944260(NAD 83)
 OL0583_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OL0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0583+STABILITY: SURFACE MOTION
 OL0583
 OL0583  HISTORY     - Date     Condition        Report By
 OL0583  HISTORY     - 1953     MONUMENTED       CGS
 OL0583  HISTORY     - 1967     SEE DESCRIPTION  LOCENG
 OL0583  HISTORY     - 1968     SEE DESCRIPTION  CGS
 OL0583  HISTORY     - 1973     SEE DESCRIPTION  WIDT
 OL0583  HISTORY     - 1977     GOOD             NGS
 OL0583  HISTORY     - 20031206 MARK NOT FOUND   USPSQD
 OL0583
 OL0583                          STATION DESCRIPTION
 OL0583
 OL0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OL0583'STATION IS LOCATED ABOUT 2.5 MILES WEST OF SHEBOYGAN, 0.5 MILE NORTH
 OL0583'OF KOHLER, AT THE KOHLER MUNI.
 OL0583'AIRPORT.  IT IS 100 FEET EAST OF THE INTERSECTION OF COUNTY HIGHWAY Y
 OL0583'AND THE SOUTHWEST ENTRANCE TO THE
 OL0583'AIRPORT, 44 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF
 OL0583'A METAL HANGAR AND 16 FEET EAST OF A WHITE WITNESS
 OL0583'POST.  THE MARK IS FLUSH AND THE DISK
 OL0583'IS STAMPED KOHLER 1953.
 OL0583'
 OL0583'REFERENCE MARK NO. 1 IS 18 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 OL0583'HANGAR.  THE MARK IS FLUSH AND
 OL0583'THE DISK IS STAMPED KOHLER NO 1 1953.
 OL0583'
 OL0583'REFERENCE MARK NO. 2 IS 70 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 OL0583'THE HANGAR AND 19 FEET
 OL0583'SOUTHEAST OF THE INTERSECTION.  THE MARK IS FLUSH AND THE DISK IS
 OL0583'STAMPED KOHLER NO 2 1953.
 OL0583'
 OL0583'AZIMUTH MARK IS 53 FEET SOUTHWEST OF THE CENTER OF THE EAST LANE OF
 OL0583'STATE HIGHWAY 23, 2 FEET SOUTH
 OL0583'OF A WOOD RIGHT-OF-WAY MARKER AND 2 FEET NORTH OF A WHITE WITNESS
 OL0583'POST.  THE MARK PROJECTS 6 INCHES AND
 OL0583'THE DISK IS STAMPED KOHLER 1953.
 OL0583'
 OL0583'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON COUNTY
 OL0583'HIGHWAY Y FOR 0.35 MILE TO
 OL0583'STATE HIGHWAY 23, TURN LEFT AND GO EAST ON STATE HIGHWAY 23 FOR 0.5
 OL0583'MILE TO THE MARK ON THE RIGHT AS
 OL0583'DESCRIBED.
 OL0583'
 OL0583'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 OL0583
 OL0583                          STATION RECOVERY (1967)
 OL0583
 OL0583'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967 (STC)
 OL0583'RECOVERED BY DONOHUE AND ASSOCIATES INC
 OL0583'
 OL0583'NOT RECOVERED- USED THE TIES AND DUG ABOUT
 OL0583'TWO FEET.  STATION
 OL0583'FELL IN A PLOWED FIELD.
 OL0583
 OL0583                          STATION RECOVERY (1968)
 OL0583
 OL0583'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 OL0583'THE UNDERGROUND STATION MARK, REFERENCE MARKS AND THE AZIMUTH
 OL0583'MARK WERE FOUND IN
 OL0583'GOOD CONDITION.  THE SURFACE STATION MARK WAS TORN
 OL0583'OUT BY FARM EQUIPMENT AND FOUND IN A
 OL0583'ROCK PILE.  THE DISK WAS SALVAGED.
 OL0583'THE DIRECTION TO THE REFERENCE MARKS CHECKED BUT THE
 OL0583'DISTANCE TO
 OL0583'REFERENCE MARK 2 WAS FOUND TO BE IN ERROR.  A NEW SURFACE STATION
 OL0583'MARK WAS SET.  THE
 OL0583'AIRPORT HAS BEEN ABANDONED AND IS NOW USED AS STORAGE
 OL0583'AND FARM LAND BY THE KOHLER CO.
 OL0583'A NEW DESCRIPTION FOLLOWS.
 OL0583'
 OL0583'ABOUT 2-1/2 MILES WEST OF SHEBOYGAN AND 1/2 MILE NORTHWEST OF KOHLER.
 OL0583'IT IS 100 FEET
 OL0583'EAST OF THE CENTERLINE OF COUNTY HIGHWAY Y AND THE
 OL0583'INTERSECTION OF THE SOUTHWEST
 OL0583'ENTRANCE TO AN OLD GANGER, 76 FEET SOUTHEAST
 OL0583'OF A METAL WITNESS POST, 70 FEET WEST OF A METAL
 OL0583'WITNESS POST AND
 OL0583'44 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE HANGER.  THE
 OL0583'MONUMENT IS IN THE
 OL0583'NORTHWEST EDGE OF A CULTIVATED FIELD AND 16 INCHES BELOW THE
 OL0583'SURFACE OF THE GROUND.  THE
 OL0583'DISK IS STAMPED KOHLER 1953 1968. (NOTE
 OL0583'1B 7A)
 OL0583'
 OL0583'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 23 AND
 OL0583'COUNTY ROAD Y IN
 OL0583'KOHLER, GO NORTH ON ROAD Y FOR 0.35 MILE TO THE
 OL0583'STATION ON THE RIGHT.
 OL0583'
 OL0583'TO REACH THE AZIMUTH MARK FROM THE JUNCTION, GO EAST ON HIGHWAY
 OL0583'23 FOR 0.5 MILE TO
 OL0583'THE AZIMUTH MARK ON THE RIGHT.
 OL0583'
 OL0583'REFERENCE MARK 1 IS 18 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 OL0583'HANGER AND 1 FOOT
 OL0583'EAST OF A METAL WITNESS POST.  THE MONUMENT IS FLUSH
 OL0583'AND THE DISK IS STAMPED KOHLER NO 1
 OL0583'1953.
 OL0583'
 OL0583'REFERENCE MARK 2 IS 70 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 OL0583'THE HANGER, 19
 OL0583'FEET SOUTHWEST OF THE INTERSECTION AND 1 FOOT EAST OF
 OL0583'A METAL WITNESS POST.  THE
 OL0583'MONUMENT IS FLUSH AND THE DISK IS STAMPED
 OL0583'KOHLER NO 2 1953.
 OL0583'
 OL0583'THE AZIMUTH MARK IS 53 FEET SOUTHWEST OF THE CENTERLINE OF THE
 OL0583'EAST BOUND LANE OF
 OL0583'THE HIGHWAY, 2 FEET SOUTH OF A YELLOW WOODEN RIGHT-OF-WAY
 OL0583'MARKER AND 1 FOOT NORTH OF A METAL
 OL0583'WITNESS POST.  THE MONUMENT
 OL0583'PROJECTS 4 INCHES AND THE DISK IS STAMPED KOHLER
 OL0583'1953.
 OL0583'
 OL0583'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - AT KOHLER
 OL0583'
 OL0583'HEIGHT OF LIGHT ABOVE STATION MARK - 5 FEET.
 OL0583
 OL0583                          STATION RECOVERY (1973)
 OL0583
 OL0583'RECOVERY NOTE BY WI DEPT OF TRANSP 1973 (AGH)
 OL0583'KOHLER 1968 FOUND IN GOOD CONDITION STAMPED 1968.
 OL0583'
 OL0583'RMS 1 AND 2 AND AZIMUTH MARK FOUND IN GOOD CONDITION.
 OL0583'
 OL0583'MARKS ACCESSIBLE.
 OL0583'
 OL0583'PROPERTY OWNER NOT CONTACTED.
 OL0583'
 OL0583'DISTANCE AND DIRECTION FROM NEAREST TOWN - 1/4 MILE N. OF KOHLER,
 OL0583'NEAR OLD AIRPORT.
 OL0583
 OL0583                          STATION RECOVERY (1977)
 OL0583
 OL0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 OL0583'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 OL0583'FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS IN WAY OF
 OL0583'CONSTRUCTION OF A ROAD INTERSECTION AND WAS DESTROYED AFTER
 OL0583'REFERENCE MARK 3 WAS ESTABLISHED AND THE DISK SALVAGED.  THE
 OL0583'DISTANCE AND DIRECTION TO THE REFERENCE MARKS CHECKED AS DID THE
 OL0583'STANDPIPE AND CENTER 1 OF 3 WATER TANKS TAKEN IN 1968.
 OL0583'
 OL0583'THE 1968 DESCRIPTION IS ADEQUATE TO RECOVER THE STATION.
 OL0583'
 OL0583'REFERENCE MARK 3 IS 33 FEET NORTHEAST OF A METAL RIGHT-OF-WAY ROAD
 OL0583'MARKER, 10 FEET SOUTH OF THE SOUTHWEST CORNER OF AN OLD HANGER AND 1
 OL0583'FOOT EAST OF A METAL WITNESS POST.  THE MONUMENT IS FLUSH AND THE
 OL0583'DISK IS STAMPED KOHLER 1953 NO 3 1977.
 OL0583'
 OL0583'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT KOHLER.
 OL0583'
 OL0583'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 OL0583
 OL0583                          STATION RECOVERY (2003)
 OL0583
 OL0583'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OL0583'NOT FOUND - THE AIRSTRIP AND HANGAR ARE NO LONGER PRESENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6211 ***********************************************************************
 AI6211  HT_MOD      -  This is a Height Modernization Survey Station.
 AI6211  DESIGNATION -  KOHLSVILLE GPS
 AI6211  PID         -  AI6211
 AI6211  STATE/COUNTY-  WI/WASHINGTON
 AI6211  USGS QUAD   -  ALLENTON (1971)
 AI6211
 AI6211                         *CURRENT SURVEY CONTROL
 AI6211  ___________________________________________________________________
 AI6211* NAD 83(1997)-  43 28 09.35065(N)    088 18 06.62135(W)     ADJUSTED  
 AI6211* NAVD 88     -       332.74   (meters)    1091.7    (feet)  GPS OBS   
 AI6211  ___________________________________________________________________
 AI6211  X           -     137,397.537 (meters)                     COMP
 AI6211  Y           -  -4,634,422.166 (meters)                     COMP
 AI6211  Z           -   4,365,689.016 (meters)                     COMP
 AI6211  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 AI6211  ELLIP HEIGHT-         297.85  (meters)          (11/17/00) GPS OBS
 AI6211  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 AI6211
 AI6211  HORZ ORDER  -  FIRST
 AI6211  ELLP ORDER  -  THIRD     CLASS II
 AI6211
 AI6211.The horizontal coordinates were established by GPS observations
 AI6211.and adjusted by the National Geodetic Survey in July 2000..
 AI6211
 AI6211.The orthometric height was determined by GPS observations and a
 AI6211.high-resolution geoid model using precise GPS observation and
 AI6211.processing techniques.
 AI6211
 AI6211.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6211
 AI6211.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6211
 AI6211.The ellipsoidal height was determined by GPS observations
 AI6211.and is referenced to NAD 83.
 AI6211
 AI6211.The geoid height was determined by GEOID03.
 AI6211
 AI6211;                    North         East     Units Scale Factor Converg.
 AI6211;SPC WI S     -   164,620.373   737,392.579   MT  0.99993325   +1 10 00.5
 AI6211;SPC WI S     -   540,092.01  2,419,262.15   sFT  0.99993325   +1 10 00.5
 AI6211;UTM  16      - 4,813,750.992   394,699.807   MT  0.99973639   -0 53 44.5
 AI6211
 AI6211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6211!SPC WI S     -   0.99995329  x   0.99993325  =   0.99988655
 AI6211!UTM  16      -   0.99995329  x   0.99973639  =   0.99968970
 AI6211
 AI6211                          SUPERSEDED SURVEY CONTROL
 AI6211
 AI6211  ELLIP H (07/06/00)  297.85   (m)                       GP(       ) 2 1
 AI6211
 AI6211.Superseded values are not recommended for survey control.
 AI6211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6211.See file dsdata.txt to determine how the superseded data were derived.
 AI6211
 AI6211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9470013751(NAD 83)
 AI6211_MARKER: DD = SURVEY DISK
 AI6211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6211_STAMPING: KOHLSVILLE GPS 1999
 AI6211_MARK LOGO: WIDT  
 AI6211_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6211+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2003
 AI6211
 AI6211  HISTORY     - Date     Condition        Report By
 AI6211  HISTORY     - 1999     MONUMENTED       WIDT
 AI6211  HISTORY     - 20031121 GOOD             USPSQD
 AI6211
 AI6211                          STATION DESCRIPTION
 AI6211
 AI6211'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6211'THE STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) NORTHWEST OF WEST BEND,
 AI6211'AND 6.4 KM (3.95 MI) NORTHEAST OF ALLENTON.  OWNERSHIP-TOWN OF
 AI6211'KOHLSVILLE.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41
 AI6211'WITH STATE HIGHWAY 33 ABOUT 0.8 KM (0.50 MI) NORTHEAST OF THE VILLAGE
 AI6211'OF ALLENTON, GO EAST ON STATE HIGHWAY 33 FOR 2.9 KM (1.80 MI) TO
 AI6211'AURORA DRIVE, TURN LEFT AND GO NORTH ON AURORA DRIVE FOR 3.1 KM (1.90
 AI6211'MI) TO BEAVER DAM ROAD, TURN LEFT AND GO WEST ON BEAVER DAM ROAD FOR
 AI6211'30 M (98.4 FT) TO AURORA ROAD ON THE RIGHT, TURN RIGHT AND GO NORTH ON
 AI6211'AURORA ROAD FOR 1.4 KM (0.85 MI) TO THE STATION ON THE RIGHT.  THE
 AI6211'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 AI6211'SURVEY CONTROL STATION DISK STAMPED --KOHLSVILLE GPS 1999-- AND SET IN
 AI6211'THE TOP A 41 CM (16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND
 AI6211'AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 8.3 M (27.2
 AI6211'FT) EAST OF THE CENTERLINE OF AURORA ROAD, 160.9 M (527.9 FT) SOUTH OF
 AI6211'COUNTY HIGHWAY D, 83 M (272.3 FT) NORTH-NORTHEAST OF A METAL POST FOR
 AI6211'A --BRIDLE PATH-- SIGN, 14.7 M (48.2 FT) SOUTH OF A METAL POST FOR A
 AI6211'--CAUTION TELEPHONE CABLE UNDERGROUND-- SIGN,5 M SOUTH OF THE
 AI6211'CENTERLINE OF A FIELD ENTRANCE, AND 1.0 M (3.3 FT) WEST OF A WHITE
 AI6211'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 AI6211'OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI6211
 AI6211                          STATION RECOVERY (2003)
 AI6211
 AI6211'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6211'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 0.1 MILE
 AI6211'SOUTH OF COUNTY HIGHWAY D AND IN THE CENTER OF A TRIANGLE FORMED BY
 AI6211'THREE ORANGE 4X4 PLASTIC GUARD POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1015 ***********************************************************************
 OM1015  DESIGNATION -  KOHNKE
 OM1015  PID         -  OM1015
 OM1015  STATE/COUNTY-  WI/MARQUETTE
 OM1015  USGS QUAD   -  GERMANIA (1984)
 OM1015
 OM1015                         *CURRENT SURVEY CONTROL
 OM1015  ___________________________________________________________________
 OM1015* NAD 83(1991)-  43 54 06.76112(N)    089 21 17.78206(W)     ADJUSTED  
 OM1015* NAVD 88     -       294.7    (meters)     967.     (feet)  VERTCON   
 OM1015  ___________________________________________________________________
 OM1015  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 OM1015  GEOID HEIGHT-         -36.01  (meters)                     GEOID03
 OM1015
 OM1015  HORZ ORDER  -  FIRST
 OM1015
 OM1015.The horizontal coordinates were established by classical geodetic methods
 OM1015.and adjusted by the National Geodetic Survey in November 1991..
 OM1015
 OM1015.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM1015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM1015
 OM1015.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1015
 OM1015.The geoid height was determined by GEOID03.
 OM1015
 OM1015;                    North         East     Units Scale Factor Converg.
 OM1015;SPC WI S     -   211,485.303   651,821.004   MT  0.99997069   +0 26 35.6
 OM1015;SPC WI S     -   693,848.03  2,138,516.08   sFT  0.99997069   +0 26 35.6
 OM1015;UTM  16      - 4,863,670.537   310,881.819   MT  1.00003992   -1 38 00.4
 OM1015
 OM1015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1015!SPC WI S     -   0.99995944  x   0.99997069  =   0.99993013
 OM1015!UTM  16      -   0.99995944  x   1.00003992  =   0.99999936
 OM1015
 OM1015|---------------------------------------------------------------------|
 OM1015| PID    Reference Object                     Distance      Geod. Az  |
 OM1015|                                                           dddmmss.s |
 OM1015| CI9924 KOHNKE RM 1                          39.277 METERS 22451     |
 OM1015| OM1184 MARSH                               APPROX.25.1 KM 2633039.3 |
 OM1015| CI9925 KOHNKE RM 2                          65.986 METERS 29352     |
 OM1015|---------------------------------------------------------------------|
 OM1015
 OM1015                          SUPERSEDED SURVEY CONTROL
 OM1015
 OM1015  NAD 83(1986)-  43 54 06.75751(N)    089 21 17.78920(W) AD(       ) 1
 OM1015  NAD 27      -  43 54 06.84400(N)    089 21 17.35200(W) AD(       ) 1
 OM1015  NGVD 29 (07/19/86)  294.7    (m)          967.     (f) VERT ANG       
 OM1015
 OM1015.Superseded values are not recommended for survey control.
 OM1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1015.See file dsdata.txt to determine how the superseded data were derived.
 OM1015
 OM1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP1088263671(NAD 83)
 OM1015_MARKER: DS = TRIANGULATION STATION DISK
 OM1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1015_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM1015
 OM1015  HISTORY     - Date     Condition        Report By
 OM1015  HISTORY     - 1930     MONUMENTED       CGS
 OM1015  HISTORY     - 1981     GOOD             NGS
 OM1015
 OM1015                          STATION DESCRIPTION
 OM1015
 OM1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (ITS)
 OM1015'ABOUT 8 MILES E OF WESTFIELD, 8 MILES N OF MONTELLO, 3 MILES
 OM1015'NE OF HARRISONVILLE, ON A LARGE TIMBERED HILL OWNED BY MR. HERMAN
 OM1015'KOHNKE.
 OM1015'
 OM1015'STATION IS 32-1/4 FEET SW OF A BLAZED 16-INCH OAK, 24 PACES
 OM1015'SE OF A LARGE BOULDER ON HILL TOP AND N OF A SLIGHTLY CLEARED
 OM1015'AREA ON SOUTHERN SLOPE.  SURFACE MARK IS SET 4 INCHES ABOVE
 OM1015'GROUND.
 OM1015'
 OM1015'SURFACE AND UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN
 OM1015'CONCRETE.
 OM1015'
 OM1015'REFERENCE MARKS ARE STANDARD BRONZE DISKS IN OUTCROPPING
 OM1015'BEDROCK.
 OM1015'
 OM1015'REFERENCE MARK NO. 1 IS S OF STATION.  REFERENCE MARK NO. 2
 OM1015'IS W OF STATION, 15 FEET S OF A 15-INCH TWIN OAK.
 OM1015'
 OM1015'REACHED FROM WESTFIELD BY COUNTY TRUNK B ABOUT 5 MILES E
 OM1015'TO HARRISONVILLE, THENCE N ON W SIDE OF LAKE 1.4 MILES TO A
 OM1015'T-INTERSECTION.  TAKE RIGHT-HAND ROAD AND FOLLOW IN A NE COURSE
 OM1015'2.8 MILES TO A SAND ROAD LEADING S OPPOSITE A POND ON THE
 OM1015'N SIDE OF MAIN ROAD.  FOLLOW SAND ROAD S 0.4 MILE TO A POINT
 OM1015'WHERE THERE IS A LANE TURNING THROUGH A GATE ON THE E.  TURN E
 OM1015'THROUGH GATE AND FOLLOW LANE (LANE TO KOHNKES HOME) ALONG N
 OM1015'FOOT OF HILL 0.3 MILE TO A LARGE DRAW, FOLLOW DIM WOOD ROAD UP
 OM1015'THIS DRAW TO THE RIGHT (SW) TO TOP OF HILL AND BEAR S ABOUT
 OM1015'60 YARDS TO STATION.
 OM1015'
 OM1015'HEIGHT OF SIGNAL ABOVE STATION MARK - 23.4 METERS.
 OM1015
 OM1015                          STATION RECOVERY (1981)
 OM1015
 OM1015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 OM1015'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 OM1015'CONDITION. THE DISTANCE AND DIRECTION TO THE MARKS DID NOT CHECK.
 OM1015'THE ANGLE BETWEEN REFERENCE MARKS DID NOT CHECK BY 30 MINUTES AND
 OM1015'28 SECONDS GREATER, THE DISTANCE TO REFERENCE MARK 1 BY 8.36 FEET
 OM1015'SHORTER AND THE DISTANCE TO REFERENCE MARK 2 BY 0.04 FEET LONGER.
 OM1015'THE ANGLE AND DISTANCES WERE VERIFIED. A COMPLETE DESCRIPTION
 OM1015'FOLLOWS.
 OM1015'
 OM1015'THE STATION IS LOCATED ABOUT 20.9 KM (13 MI) SOUTH OF WAUTOMA,
 OM1015'12.9 KM (8 MI) NORTH OF MONTELLO,
 OM1015'10.9 KM (6-1/2 MI) EAST OF WESTFIELD, IN THE NE1/4,S31,T17N,R10E
 OM1015'OF CRYSTAL LAKE TOWNSHIP.
 OM1015'OWNERSHIP--MR. ALVIN KOHNKE, CAMBRIA, WI 53923,
 OM1015'TELEPHONE 414-348-5750.
 OM1015'
 OM1015'TO REACH THE STATION FROM THE POST OFFICE IN WESTFIELD, GO EAST
 OM1015'ON COUNTY ROAD E FOR 0.8 KM (0.5 MI) TO THE JUNCTION WITH
 OM1015'U.S. HIGHWAY 51. TURN RIGHT AND GO SOUTH ON U.S. HIGHWAY 51
 OM1015'FOR 0.7 KM (0.45 MI) TO A CROSSROAD. TURN LEFT AND GO EASTERLY
 OM1015'ON COUNTY ROAD J FOR 5.9 KM (3.65 MI) TO THE JUNCTION WITH COUNTY
 OM1015'ROAD B ON THE RIGHT, CONTINUE EASTERLY ON COUNTY ROAD J FOR
 OM1015'0.5 KM (0.3 MI) TO THE JUNCTION OF COUNTY ROAD B IN THE SMALL
 OM1015'UNINCORPORATED COMMUNITY OF HARRISVILLE. TURN LEFT AND GO NORTH
 OM1015'ON COUNTY ROAD B FOR 2.3 KM (1.4 MI) TO A T-ROAD. TURN RIGHT AND
 OM1015'GO EASTERLY ON COUNTY ROAD E FOR 4.2 KM (2.6 MI) TO COUNTY ROAD Y
 OM1015'ON THE RIGHT. TURN RIGHT AND GO SOUTH ON COUNTY ROAD Y FOR
 OM1015'1.5 KM (0.9 MI) TO A SIDE ROAD LEFT. TURN LEFT AND GO EAST ON
 OM1015'EAGLE ROAD FOR 0.5 KM (0.3 MI) TO A GATE ON THE LEFT, AT A
 OM1015'FENCE CORNER. TURN LEFT AND GO NORTH, ON THE EAST SIDE OF A FENCE,
 OM1015'FOR 0.3 KM (0.2 MI) TO THE EDGE OF A HAY FIELD AND A FENCE. TURN
 OM1015'RIGHT AND GO EAST FOR 0.1 KM (0.05 MI) TO A TRACK ROAD LEFT AND A
 OM1015'POINT WHERE THE FENCE IS LAYED DOWN. TURN LEFT AND GO NORTHERLY
 OM1015'AND UPHILL TO THE TOP OF A RIDGE AND THE STATION AT THE HIGHEST
 OM1015'POINT.
 OM1015'
 OM1015'THE STATION IS A STANDARD CGS DISK
 OM1015'STAMPED---KOHNKE 1930---,
 OM1015'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 35 CM ON A SIDE
 OM1015'PROJECTING 3 CM ABOVE THE GROUND.  IT IS LOCATED
 OM1015'10.1 METERS (33.0 FT) WEST FROM A 16-INCH STUMP,
 OM1015'7.6 METERS (25 FT) SOUTH FROM A CLUSTER OF 6 OAK TREES AND
 OM1015'1.0 METER (3.3 FT) EAST-NORTHEAST FROM A METAL WITNESS POST.
 OM1015'
 OM1015'REFERENCE MARK NUMBER 01 IS A STANDARD CGS DISK
 OM1015'STAMPED---KOHNKE NO 1 1930---,
 OM1015'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 OM1015'3.4 METERS (11 FT) EAST FROM A 16-INCH KNARLED OAK TREE WITH A
 OM1015'WITNESS SIGN AND
 OM1015'2.1 METERS (7.0 FT) NORTHEAST FROM THE EDGE OF A ROCK LEDGE.
 OM1015'MARK IS BELOW STATION 0.4 METERS.
 OM1015'
 OM1015'REFERENCE MARK NUMBER 02 IS A STANDARD CGS DISK
 OM1015'STAMPED---KOHNKE NO.2 1930---,
 OM1015'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 OM1015'5.8 METERS (19 FT) SOUTHEAST FROM A 7-INCH PINE TREE,
 OM1015'4.3 METERS (14 FT) NORTH FROM A 7-INCH PINE TREE AND
 OM1015'3.3 METERS (11 FT) WEST-NORTHWEST FROM A 7-INCH PINE TREE.
 OM1015'MARK IS LEVEL WITH STATION.
 OM1015'
 OM1015'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF BRUSH AND TREES
 OM1015'AND CLEARING OF THE LINE WAS NOT ALLOWED.
 OM1015'
 OM1015'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 22.2 METERS.
 OM1015'
 OM1015'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0609 ***********************************************************************
 PO0609  DESIGNATION -  KOKALY
 PO0609  PID         -  PO0609
 PO0609  STATE/COUNTY-  WI/CLARK
 PO0609  USGS QUAD   -  MEAD LAKE EAST (1982)
 PO0609
 PO0609                         *CURRENT SURVEY CONTROL
 PO0609  ___________________________________________________________________
 PO0609* NAD 83(1991)-  44 45 41.12288(N)    090 44 25.92697(W)     ADJUSTED  
 PO0609* NAVD 88     -       428.     (meters)    1404.     (feet)  SCALED    
 PO0609  ___________________________________________________________________
 PO0609  LAPLACE CORR-          -6.22  (seconds)                    DEFLEC99
 PO0609  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 PO0609
 PO0609  HORZ ORDER  -  FIRST
 PO0609
 PO0609.The horizontal coordinates were established by classical geodetic methods
 PO0609.and adjusted by the National Geodetic Survey in November 1991..
 PO0609
 PO0609.The orthometric height was scaled from a topographic map.
 PO0609
 PO0609.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0609
 PO0609.The geoid height was determined by GEOID03.
 PO0609
 PO0609;                    North         East     Units Scale Factor Converg.
 PO0609;SPC WI C     -   103,395.062   541,373.508   MT  0.99994270   -0 31 21.0
 PO0609;SPC WI C     -   339,221.97  1,776,156.25   sFT  0.99994270   -0 31 21.0
 PO0609;UTM  15      - 4,958,931.484   678,818.309   MT  0.99999322   +1 35 29.2
 PO0609
 PO0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0609!SPC WI C     -   0.99993797  x   0.99994270  =   0.99988068
 PO0609!UTM  15      -   0.99993797  x   0.99999322  =   0.99993119
 PO0609
 PO0609|---------------------------------------------------------------------|
 PO0609| PID    Reference Object                     Distance      Geod. Az  |
 PO0609|                                                           dddmmss.s |
 PO0609| CJ5196 KOKALY RM 1                          24.933 METERS 01559     |
 PO0609| PO0608 GREENWOOD MUNICIPAL TANK            APPROX.11.3 KM 0864020.8 |
 PO0609| CJ5197 KOKALY RM 2                          28.048 METERS 16614     |
 PO0609| CJ5195 KOKALY AZ MK                                       3265118.7 |
 PO0609|---------------------------------------------------------------------|
 PO0609
 PO0609                          SUPERSEDED SURVEY CONTROL
 PO0609
 PO0609  NAD 83(1986)-  44 45 41.12093(N)    090 44 25.93642(W) AD(       ) 1
 PO0609  NAD 27      -  44 45 41.26100(N)    090 44 25.41600(W) AD(       ) 1
 PO0609
 PO0609.Superseded values are not recommended for survey control.
 PO0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0609.See file dsdata.txt to determine how the superseded data were derived.
 PO0609
 PO0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK7881858931(NAD 83)
 PO0609_MARKER: DS = TRIANGULATION STATION DISK
 PO0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0609_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PO0609
 PO0609  HISTORY     - Date     Condition        Report By
 PO0609  HISTORY     - 1934     MONUMENTED       CGS
 PO0609  HISTORY     - 1965     GOOD             LOCENG
 PO0609
 PO0609                          STATION DESCRIPTION
 PO0609
 PO0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 PO0609'THIS STATION IS ABOUT 2.5 MILES NORTHWEST OF WILLARD, IN THE
 PO0609'SOUTHWEST QUARTER SEC. 4, T. 26 N., R. 3 W., NEAR THE SOUTHEAST
 PO0609'CORNER OF THE CUTOVER WOODLAND ON THE SUMMIT OF MIDDLE MOUND,
 PO0609'ON LAND OWNED BY FRANK KOKALY.  THE MARK IS 25.5 FEET SOUTHWEST
 PO0609'OF A 15-INCH BRASS-WOOD TREE WITH A TRIANGLE BLAZE, 24 FEET
 PO0609'WEST OF THE NORTH-SOUTH SECTION-LINE FENCE OVER THE MOUND,
 PO0609'AND PROJECTS 6 INCHES.
 PO0609'
 PO0609'TO REACH FROM WILLARD, GO NORTH ON COUNTY HIGHWAY G FOR 1.5
 PO0609'MILES, TURN WEST AT CROSSROADS, GO 1.2 MILES TO A LANE TO THE
 PO0609'NORTH.  FOLLOW THIS LANE NORTH ABOUT 100 YARDS TO A POLE GATE,
 PO0609'THEN CONTINUE NORTH ON WOOD ROAD UP STEEP HILL, THEN SWING
 PO0609'BACK SHARPLY TO THE RIGHT, AND FOLLOW WOOD ROAD TO THE CUT-OVER
 PO0609'LAND, AND THE STATION AT THE HIGHEST POINT OVR WHICH THE
 PO0609'SECTION-LINE FENCE PASSES.  THE STATION WAS REACHED WITH A
 PO0609'LIGHT TRUCK.
 PO0609'
 PO0609'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION, 1.5
 PO0609'FEET WEST OF THE SECTION-LINE FENCE AND PROJECTS 8 INCHES.  IT
 PO0609'IS 168.05 FEET NORTH OF REFERENCE MARK NO. 2.
 PO0609'
 PO0609'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF THE STATION, 2
 PO0609'FEET WEST OF THE SECTION-LINE FENCE, AND PROJECTS 4 INCHES.
 PO0609'
 PO0609'THE AZIMUTH MARK IS NORTHWEST OF THE STATION, IN THE WEST EDGE
 PO0609'OF THE CUT-OVER LAND, 8 FEET WEST OF A 15-INCH BASSWOOD TREE, AND
 PO0609'PROJECTS 8 INCHES.
 PO0609'
 PO0609'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 PO0609'BRONZE DISKS SET IN ROUND CONCRETE POSTS.
 PO0609
 PO0609                          STATION RECOVERY (1965)
 PO0609
 PO0609'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965 (CWO)
 PO0609'STATION RECOVERED BY MICROWAVE SERVICE INC.
 PO0609'
 PO0609'TT23LB-1952-O.K.
 PO0609'
 PO0609'KOKALY-1934-O.K.
 PO0609'
 PO0609'P.T.STA. 67Y-1924-COVERED WITH 3 IN SOD.-UNCOVERED O.K.
 PO0609'
 PO0609'29 RE-1956-O.K.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0506 ***********************************************************************
 PM0506  DESIGNATION -  KOLBERG
 PM0506  PID         -  PM0506
 PM0506  STATE/COUNTY-  WI/DOOR
 PM0506  USGS QUAD   -  LITTLE STURGEON (1982)
 PM0506
 PM0506                         *CURRENT SURVEY CONTROL
 PM0506  ___________________________________________________________________
 PM0506* NAD 83(1991)-  44 45 06.62143(N)    087 35 25.52094(W)     ADJUSTED  
 PM0506* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 PM0506  ___________________________________________________________________
 PM0506  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 PM0506  GEOID HEIGHT-         -36.47  (meters)                     GEOID03
 PM0506
 PM0506  HORZ ORDER  -  SECOND
 PM0506
 PM0506.The horizontal coordinates were established by classical geodetic methods
 PM0506.and adjusted by the National Geodetic Survey in November 1991..
 PM0506
 PM0506.The orthometric height was scaled from a topographic map.
 PM0506
 PM0506.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0506
 PM0506.The geoid height was determined by GEOID03.
 PM0506
 PM0506;                    North         East     Units Scale Factor Converg.
 PM0506;SPC WI C     -   104,893.318   790,767.015   MT  0.99994305   +1 42 00.5
 PM0506;SPC WI C     -   344,137.49  2,594,374.78   sFT  0.99994305   +1 42 00.5
 PM0506;UTM  16      - 4,955,553.025   453,265.235   MT  0.99962686   -0 24 56.5
 PM0506
 PM0506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0506!SPC WI C     -   0.99996511  x   0.99994305  =   0.99990817
 PM0506!UTM  16      -   0.99996511  x   0.99962686  =   0.99959199
 PM0506
 PM0506|---------------------------------------------------------------------|
 PM0506| PID    Reference Object                     Distance      Geod. Az  |
 PM0506|                                                           dddmmss.s |
 PM0506| CJ5199 KOLBERG RM 1                         25.421 METERS 03950     |
 PM0506| CJ5200 KOLBERG RM 2                         25.492 METERS 14707     |
 PM0506| PM0515 BRUSSELS ST FRANCIS CATH CH         APPROX. 2.5 KM 2621338.2 |
 PM0506| CJ5198 KOLBERG AZ MK                                      3591721.7 |
 PM0506|---------------------------------------------------------------------|
 PM0506
 PM0506                          SUPERSEDED SURVEY CONTROL
 PM0506
 PM0506  NAD 83(1986)-  44 45 06.61425(N)    087 35 25.51037(W) AD(       ) 2
 PM0506  NAD 27      -  44 45 06.62800(N)    087 35 25.16200(W) AD(       ) 2
 PM0506
 PM0506.Superseded values are not recommended for survey control.
 PM0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0506.See file dsdata.txt to determine how the superseded data were derived.
 PM0506
 PM0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5326555553(NAD 83)
 PM0506_MARKER: DS = TRIANGULATION STATION DISK
 PM0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0506
 PM0506  HISTORY     - Date     Condition        Report By
 PM0506  HISTORY     - 1953     MONUMENTED       CGS
 PM0506  HISTORY     - 19960927 MARK NOT FOUND   USPSQD
 PM0506
 PM0506                          STATION DESCRIPTION
 PM0506
 PM0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0506'STATION IS LOCATED ALONG THE WEST SIDE OF A GRAVEL ROAD ABOUT 14
 PM0506'MILES SOUTHWEST OF STURGEON BAY AND ABOUT 2 MILES NORTHEAST OF
 PM0506'BRUSSELS.  IT IS 43 FEET SOUTH OF A TWIN OAK TREE IN A FENCE CORNER,
 PM0506'30 FEET WEST OF THE CENTER OF THE GRAVEL ROAD, 7 FEET NORTH OF A
 PM0506'WHITE WITNESS POST AND 2 FEET EAST OF A FENCE.  THE MARK PROJECTS
 PM0506'ABOUT 2 INCHES AND THE DISK IS STAMPED KOLBERG 1953.
 PM0506'
 PM0506'REFERENCE MARK NO. 1 IS 23 FEET EAST OF THE CENTER OF THE ROAD, 13
 PM0506'FEET SOUTH OF A 14 INCH MAPLE TREE AND 2 FEET WEST OF A FENCE.  THE
 PM0506'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED KOLBERG NO 1
 PM0506'1953.
 PM0506'
 PM0506'REFERENCE MARK NO. 2 IS 25 FEET EAST OF THE CENTER OF THE ROAD AND 1
 PM0506'FOOT EAST OF A FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK
 PM0506'IS STAMPED KOLBERG NO 2 1953.
 PM0506'
 PM0506'AZIMUTH MARK IS 69 FEET EAST OF THE SOUTHEAST CORNER OF A LOG
 PM0506'FARMHOUSE, 58 FEET WEST OF THE CENTER OF A GRAVEL ROAD AND 1 FOOT
 PM0506'EAST OF A POWER POLE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 PM0506'KOLBERG 1953.
 PM0506'
 PM0506'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 57 AND COUNTY
 PM0506'HIGHWAY C IN BRUSSELS, GO NORTHEAST ON HIGHWAY 57 FOR 1.7 MILES TO A
 PM0506'GRAVEL ROAD LEFT.  TURN LEFT AND GO NORTH ON GRAVEL FOR 0.2 MILE TO
 PM0506'THE STATION ON THE LEFT AS DESCRIBED.  CONTINUE NORTH ON THE
 PM0506'GRAVEL ROAD FOR 0.4 MILE TO A FARMHOUSE ON THE LEFT AND THE
 PM0506'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 PM0506'
 PM0506'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 PM0506
 PM0506                          STATION RECOVERY (1996)
 PM0506
 PM0506'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0506'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1578 ***********************************************************************
 NH1578  CBN         -  This is a Cooperative Base Network Control Station.
 NH1578  DESIGNATION -  KOLLATH
 NH1578  PID         -  NH1578
 NH1578  STATE/COUNTY-  WI/DANE
 NH1578  USGS QUAD   -  MT VERNON (1981)
 NH1578
 NH1578                         *CURRENT SURVEY CONTROL
 NH1578  ___________________________________________________________________
 NH1578* NAD 83(1997)-  42 57 28.57313(N)    089 37 38.30971(W)     ADJUSTED  
 NH1578* NAVD 88     -       347.302  (meters)    1139.44   (feet)  ADJUSTED  
 NH1578  ___________________________________________________________________
 NH1578  X           -      30,411.645 (meters)                     COMP
 NH1578  Y           -  -4,675,269.353 (meters)                     COMP
 NH1578  Z           -   4,324,296.585 (meters)                     COMP
 NH1578  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 NH1578  ELLIP HEIGHT-         313.33  (meters)          (04/28/99) GPS OBS
 NH1578  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 NH1578  DYNAMIC HT  -         347.200 (meters)    1139.11  (feet)  COMP
 NH1578  MODELED GRAV-     980,318.0   (mgal)                       NAVD 88
 NH1578
 NH1578  HORZ ORDER  -  A
 NH1578  VERT ORDER  -  SECOND    CLASS I
 NH1578  ELLP ORDER  -  THIRD     CLASS I
 NH1578
 NH1578.The horizontal coordinates were established by GPS observations
 NH1578.and adjusted by the National Geodetic Survey in April 1999..
 NH1578
 NH1578.The orthometric height was determined by differential leveling
 NH1578.and adjusted by the National Geodetic Survey in February 2004..
 NH1578
 NH1578.Photographs are available for this station.
 NH1578
 NH1578.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1578
 NH1578.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1578
 NH1578.The ellipsoidal height was determined by GPS observations
 NH1578.and is referenced to NAD 83.
 NH1578
 NH1578.The geoid height was determined by GEOID03.
 NH1578
 NH1578.The dynamic height is computed by dividing the NAVD 88
 NH1578.geopotential number by the normal gravity value computed on the
 NH1578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH1578.degrees latitude (g = 980.6199 gals.).
 NH1578
 NH1578.The modeled gravity was interpolated from observed gravity values.
 NH1578
 NH1578;                    North         East     Units Scale Factor Converg.
 NH1578;SPC WI S     -   106,485.787   630,409.120   MT  0.99996230   +0 15 21.9
 NH1578;SPC WI S     -   349,362.12  2,068,267.25   sFT  0.99996230   +0 15 21.9
 NH1578;UTM  16      - 4,759,493.275   285,700.945   MT  1.00016500   -1 47 27.9
 NH1578
 NH1578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1578!SPC WI S     -   0.99995086  x   0.99996230  =   0.99991317
 NH1578!UTM  16      -   0.99995086  x   1.00016500  =   1.00011586
 NH1578
 NH1578:                Primary Azimuth Mark                     Grid Az
 NH1578:SPC WI S     -  VERONA MUNICIPAL TANK                    063 27 25.9
 NH1578:UTM  16      -  VERONA MUNICIPAL TANK                    065 30 15.7
 NH1578
 NH1578|---------------------------------------------------------------------|
 NH1578| PID    Reference Object                     Distance      Geod. Az  |
 NH1578|                                                           dddmmss.s |
 NH1578| NH1570 VERONA MUNICIPAL TANK               APPROX. 8.1 KM 0634247.8 |
 NH1578| NH1569 VERONA CO HOSP AND HOME STACK       APPROX.10.0 KM 0651105.3 |
 NH1578| NH1572 BELLEVILLE PET MILK CO STACK        APPROX.13.3 KM 1434902.5 |
 NH1578| NH1574 BELLEVILLE MUNICIPAL STANDPIPE      APPROX.13.1 KM 1485101.0 |
 NH1578| NH1579 PRIMROSE EAST CHURCH TOWER          APPROX. 8.9 KM 2003051.6 |
 NH1578| NH1577 PRIMROSE WEST CHURCH CUPOLA         APPROX. 8.9 KM 2012259.2 |
 NH1578| NH1608 JOHNSON                             APPROX.18.0 KM 2244637.8 |
 NH1578| CI9927 KOLLATH RM 1                         22.951 METERS 22451     |
 NH1578| NH1605 PERRY NORWEGIAN LUTH CH SPIRE       APPROX.16.3 KM 2521913.6 |
 NH1578| NH1606 MILWAUKEE ST PAUL AWY BCN 13        APPROX.18.1 KM 2684906.5 |
 NH1578| OM1156 MT HOREB PUBLIC SCH CHIMNEY         APPROX.10.3 KM 2993629.1 |
 NH1578| OM1157 MT HOREB MUNICIPAL TANK             APPROX.10.7 KM 3021216.4 |
 NH1578| OM1161 MT HOREB LUTH CHURCH SPIRE          APPROX.10.4 KM 3023657.8 |
 NH1578| OM1162 MT HOREB ST IGNATIUS CH SPIRE       APPROX.10.2 KM 3030504.1 |
 NH1578| OM1158 MT HOREB SPRINGDALE LUTH CH         APPROX. 7.5 KM 3153802.2 |
 NH1578| CI9928 KOLLATH RM 2                         23.378 METERS 31715     |
 NH1578| CI9926 KOLLATH AZ MK                                      3490513.6 |
 NH1578|---------------------------------------------------------------------|
 NH1578
 NH1578                          SUPERSEDED SURVEY CONTROL
 NH1578
 NH1578  NAD 83(1991)-  42 57 28.57268(N)    089 37 38.30816(W) AD(       ) B
 NH1578  ELLIP H (06/11/91)  313.42   (m)                       GP(       ) 4 1
 NH1578  NAD 83(1986)-  42 57 28.56534(N)    089 37 38.30937(W) AD(       ) 1
 NH1578  NAD 27      -  42 57 28.57000(N)    089 37 37.87000(W) AD(       ) 1
 NH1578  NAVD 88 (04/02/04)  347.30   (m)         1139.4    (f) LEVELING    3  
 NH1578  NGVD 29 (07/12/88)  347.3    (m)         1139.     (f) GPS OBS        
 NH1578
 NH1578.Superseded values are not recommended for survey control.
 NH1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1578.See file dsdata.txt to determine how the superseded data were derived.
 NH1578
 NH1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8570159493(NAD 83)
 NH1578_MARKER: DS = TRIANGULATION STATION DISK
 NH1578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1578_SP_SET: CONCRETE POST
 NH1578_STAMPING: KOLLATH 1935
 NH1578_MARK LOGO: CGS   
 NH1578_PROJECTION: FLUSH
 NH1578_MAGNETIC: N = NO MAGNETIC MATERIAL
 NH1578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1578+STABILITY: SURFACE MOTION
 NH1578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1578+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2005
 NH1578
 NH1578  HISTORY     - Date     Condition        Report By
 NH1578  HISTORY     - 1935     MONUMENTED       CGS
 NH1578  HISTORY     - 1935     GOOD             CGS
 NH1578  HISTORY     - 1963     GOOD             CGS
 NH1578  HISTORY     - 1987     GOOD             NGS
 NH1578  HISTORY     - 19880915 GOOD             NGS
 NH1578  HISTORY     - 19900814 GOOD             AEROS
 NH1578  HISTORY     - 19900911 GOOD             NGS
 NH1578  HISTORY     - 19971125 GOOD             WIHD
 NH1578  HISTORY     - 2001     GOOD             WIDT
 NH1578  HISTORY     - 200210   GOOD             AYRES
 NH1578  HISTORY     - 20040708 GOOD             WIDT
 NH1578  HISTORY     - 20040816 GOOD             WIDT
 NH1578  HISTORY     - 20050516 GOOD             INDIV
 NH1578
 NH1578                          STATION DESCRIPTION
 NH1578
 NH1578'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1578'THIS STATION IS IN THE NE 1/4 SEC. 35 T 6 N R 7 E, ABOUT
 NH1578'6 MILES AIRLINE SOUTHEAST OF MT. HOREB, 10 MILES AIRLINE NORTH OF
 NH1578'NEW GLARUS, AND ABOUT 2 MILES NORTHEAST OF THE VILLAGE OF MT.
 NH1578'VERNON, ON SUMMIT OF HILL IN SWEET CLOVER FIELD, 13 FEET
 NH1578'EAST OF NORTH-SOUTH FENCE LINE.  33 FEET EAST OF CENTERLINE
 NH1578'OF GRADED DIRT ROAD.  104 FEET NORTH OF WIRE GATE IN NORTHEAST
 NH1578'ANGLE WHERE ROAD TURNS EAST.  144 FEET SOUTH OF SOUTH EDGE OF
 NH1578'WOODS.  168 FEET NORTHWEST OF 12-INCH WILD CHERRY TREE IN
 NH1578'RIGHT-OF-WAY OF EAST-WEST ROAD.  THE MARK IS BELOW THE
 NH1578'SURFACE 12 INCHES.
 NH1578'
 NH1578'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 NH1578'TABLETS SET IN CONCRETE.
 NH1578'
 NH1578'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION, 1 FOOT
 NH1578'WEST OF EAST-WEST FENCE LINE.  20 FEET WEST OF CENTERLINE
 NH1578'OF ROAD.  85 FEET NORTH OF DOUBLE WIRE GATE AT T FENCE INTERSECTION
 NH1578'AT CURVE IN ROAD.  THE MARK PROJECTS 2 INCHES.
 NH1578'
 NH1578'REFERENCE MARK NO. 2 IS NORTHWEST OF STATION, 1 FOOT WEST OF
 NH1578'FENCE LINE.  20 FEET WEST OF CENTER-LINE OF ROAD.  170 FEET
 NH1578'SOUTH OF FENCE CORNER AT EDGE OF WOODS.  THE MARK PROJECTS
 NH1578'3 INCHES.
 NH1578'
 NH1578'THE AZIMUTH MARK IS 0.5 MILE NORTH AND 0.1 MILE WEST OF
 NH1578'STATION ON SOUTH SIDE OF HIGHWAY COUNTY G.  8 FEET WEST
 NH1578'OF WOOD GATE INTO FIELD.  70 FEET WEST OF TWIN OAK TREE
 NH1578'IN RIGHT-OF-WAY FENCE LINE.  ABOUT 300 FEET EAST NORTHEAST
 NH1578'OF D.W. BRINKS HOUSE.  THE MARK PROJECTS 3 INCHES.
 NH1578'
 NH1578'LIGHTS 100 FEET ABOVE STATIONS DANE, JOHNSON, AND HILT, AND 74
 NH1578'FEET ABOVE STATION MINIX COME INTO VIEW 25 FEET ABOVE THIS
 NH1578'STATION.
 NH1578'
 NH1578'TO REACH THE STATION FROM THE VILLAGE OF MT. VERNON, AT
 NH1578'THE JUNCTION OF HIGHWAY WIS. 92 AND COUNTY G IN THE NORTH
 NH1578'EDGE OF TOWN, FOLLOW G EAST AND NORTH FOR 2.3 MILES TO CROSS
 NH1578'ROADS, CEMETERY IN SOUTHWEST ANGLE.  TURN EAST ON GRADED DIRT
 NH1578'ROAD AND FOLLOW SOUTH FOR 0.5 MILE TO SUMMIT OF HILL AND
 NH1578'STATION ON LEFT.
 NH1578'
 NH1578'NOTE--THE STATION IS ON LAND OWNED BY WM. J. KOLLATH.
 NH1578'
 NH1578'HEIGHT OF LIGHT ABOVE STATION MARK - 100 FEET.
 NH1578
 NH1578                          STATION RECOVERY (1935)
 NH1578
 NH1578'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 NH1578'RECOVERED IN GOOD CONDITION.
 NH1578
 NH1578                          STATION RECOVERY (1963)
 NH1578
 NH1578'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 NH1578'RECOVERED ONLY THE STATION MARK IN GOOD CONDITION.  AZIMUTH
 NH1578'MARK WAS NOT RECOVERED AND IT IS EVIDENTLY OBSTRUCTED NOW
 NH1578'BY LARGE TREES.  THE TWO REFERENCE MARKS HAD BEEN REMOVED
 NH1578'AND REPLACED IN SAME POSITION WITHOUT PRECISE CONTROL.  THEY
 NH1578'WERE REDESIGNATED NOS. 3 AND 4 FOR ORIGINALS 1 AND 2 RESPECTIVELY
 NH1578'AND THE ANGLE BETWEEN THEM OBSERVED.
 NH1578'
 NH1578'ABOUT 0.2 MILE N ALONG NO. 92 WISCONSIN HWY. FROM THE MAIN
 NH1578'CORNER IN MOUNT VERNON AND TURN RIGHT, THENCE 2.2 MILES EASTERLY
 NH1578'ALONG NO. G COUNTY HWY. TO CROSSROADS AND TURN RIGHT AT CEMETERY
 NH1578'IN SW ANGLE, THENCE 0.5 MILE S ON KOLLATH ROAD TO TOP OF
 NH1578'HILL AND STATION ON LEFT, ON CREST OF RIDGE, 32 FEET E OF
 NH1578'CENTER LINE OF GRAVEL ROAD, 1.2 FEET UNDERGROUND, NOTE 1A 7A
 NH1578'MARKS STAMPED KOLLATH 1935.
 NH1578'
 NH1578'REFERENCE STAMPED KOLLATH 1935 NO 3 1963, NOTE 11A, FLUSH WITH
 NH1578'SLOPE OF CUT BANK, IS 75.36 FEET OR 22.970 METERS SW IN
 NH1578'MAGNETIC BEARING S 40 DEG W FROM STATION, 20 YARDS S OF THE CREST
 NH1578'OF RIDGE, 5 FEET LOWER THAN SAME, 22 FEET W OF CENTER LINE OF
 NH1578'ROAD, AND 1.8 FEET S OF STEEL WITNESS POST.  IT IS 109.35
 NH1578'FEET S OF NO. 4 REFERENCE MARK.
 NH1578'
 NH1578'REFERENCE STAMPED KOLLATH 1935 NO 4 1963, NOTE 11A, FLUSH
 NH1578'WITH BANK SLOPE, IS 76.60 FEET OR 23.348 METERS NW OF STATION,
 NH1578'92 DEG 08 MIN 31 SEC TO THE RIGHT OF NO. 3 R.M., 15 YARDS N OF
 NH1578'CREST OF RIDGE, 3 FEET LOWER THAN SAME, 20 FEET W OF CENTER LINE
 NH1578'OF ROAD.
 NH1578'
 NH1578'AZIMUTH MARK ORIGINALLY DESCRIBED AS 0.55 MILE N OF STATION
 NH1578'AND 300 FEET ENE OF D.W. BRINKS HOUSE.  MR. BRINK STATED THAT
 NH1578'ALL REFERENCES REMOVED EXCEPT HOUSE AND HE BELIEVES THAT
 NH1578'ROAD WIDENING PROBABLY COVERED THE MARK.  NO EVIDENCE OF
 NH1578'IT WAS FOUND.
 NH1578
 NH1578                          STATION RECOVERY (1987)
 NH1578
 NH1578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 NH1578'THE STATION WAS RECOVERED AT THIS DATE.
 NH1578'REFERENCE MARKS WERE NOT SEARCHED FOR.
 NH1578'
 NH1578'THE STATION IS LOCATED ABOUT 8.8 KM (5.5 MI) SOUTHEAST OF MT HOREB,
 NH1578'7.2 KM (4.5 MI) SOUTHWEST OF VERONA, AND 2.4 KM (1.5 MI) NORTHEAST
 NH1578'OF MT VERNON ALONG KOLLATH ROAD.  OWNERSHIP--TOWN OF SPRINGDALE,
 NH1578'ROGER RINGGENBERG, CHAIRMAN, 2250 RINGGENBERG DRIVE, VERONA WI
 NH1578'53593, PHONE 608-832-4449.
 NH1578'
 NH1578'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 69, COUNTY
 NH1578'HIGHWAY M AND U.S. HIGHWAYS 18, 151 IN VERONA, GO WEST ON U.S.
 NH1578'HIGHWAYS 18, 151 FOR 8.2 KM (5.1 MI) TO JUNCTION WITH COUNTY HIGHWAY
 NH1578'J.  TURN RIGHT ON COUNTY J ACCESS ROAD FOR ABOUT 0.3 KM (0.2 MI) TO
 NH1578'COUNTY HIGHWAY J.  TURN LEFT AND GO SOUTH ON COUNTY HIGHWAY J FOR
 NH1578'3.5 KM (2.2 MI) TO THE INTERSECTION WITH COUNTY HIGHWAY G.  CONTINUE
 NH1578'AHEAD, COUNTY HIGHWAY J BECOMES KOLLATH ROAD, AND GO SOUTH FOR 0.8
 NH1578'KM (0.5 MI) TO THE CREST OF A HILL AND THE STATION ON THE LEFT JUST
 NH1578'BEFORE SHARP CURVE LEFT.
 NH1578'
 NH1578'THE STATION IS A CGS BRASS DISK STAMPED---KOLLATH 1935---,
 NH1578'SET IN THE TOP OF A ROUND CONCRETE MONUMENT 23 CM IN
 NH1578'DIAMETER AND FLUSH WITH THE GROUND.  LOCATED 38.7 METERS (127.0 FT)
 NH1578'NORTH-NORTHEAST OF ROAD MARKER POST WITH YELLOW CURVE LEFT SIGN,
 NH1578'9.7 METERS (32.0 FT) EAST FROM CENTER OF KOLLATH ROAD AND PK NAIL,
 NH1578'AND 6.8 METERS (22.5 FT) EAST OF PAVEMENT EDGE.
 NH1578'
 NH1578'DANE COUNTY, WISCONSIN 1987.
 NH1578'
 NH1578'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 NH1578'
 NH1578'DESCRIBED BY K.M. COALTER.
 NH1578
 NH1578                          STATION RECOVERY (1988)
 NH1578
 NH1578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NH1578'RECOVERED IN GOOD CONDITION.
 NH1578
 NH1578                          STATION RECOVERY (1990)
 NH1578
 NH1578'RECOVERY NOTE BY AERO SERVICE CORPORATION 1990
 NH1578'THE STATION IS LOCATED ABOUT 8.8 KM (5.5 MI) SOUTHEAST OF MT HOREB,
 NH1578'7.2 KM (4.5 MI) SOUTHWEST OF VERONA, AND 2.4 KM (1.5 MI) NORTHEAST
 NH1578'OF MT VERNON ALONG KOLLATH ROAD.  OWNERSHIP--TOWN OF SPRINGDALE,
 NH1578'ROGER RINGGENBERG, CHAIRMAN, 2250 RINGGENBERG DRIVE, VERONA WI
 NH1578'53593, PHONE 608-832-4449.
 NH1578'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 69, COUNTY
 NH1578'HIGHWAY M AND U.S. HIGHWAYS 18, 151 IN VERONA, GO WEST ON U.S.
 NH1578'HIGHWAYS 18, 151 FOR 8.2 KM (5.1 MI) TO JUNCTION WITH COUNTY HIGHWAY
 NH1578'J.  TURN RIGHT ON COUNTY J ACCESS ROAD FOR ABOUT 0.3 KM (0.2 MI) TO
 NH1578'COUNTY HIGHWAY J.  TURN LEFT AND GO SOUTH ON COUNTY HIGHWAY J FOR
 NH1578'3.5 KM (2.2 MI) TO THE INTERSECTION WITH COUNTY HIGHWAY G.  CONTINUE
 NH1578'AHEAD, COUNTY HIGHWAY J BECOMES KOLLATH ROAD, AND GO SOUTH FOR 0.8
 NH1578'KM (0.5 MI) TO THE CREST OF A HILL AND THE STATION ON THE LEFT JUST
 NH1578'BEFORE SHARP CURVE LEFT.
 NH1578'THE STATION IS A CGS BRASS DISK STAMPED---KOLLATH 1935---,
 NH1578'SET IN THE TOP OF A ROUND CONCRETE MONUMENT 23 CM IN
 NH1578'DIAMETER AND FLUSH WITH THE GROUND.  LOCATED 38.7 METERS (127.0 FT)
 NH1578'NORTH-NORTHEAST OF ROAD MARKER POST WITH YELLOW CURVE LEFT SIGN,
 NH1578'9.7 METERS (32.0 FT) EAST FROM CENTER OF KOLLATH ROAD AND PK NAIL,
 NH1578'AND 6.8 METERS (22.5 FT) EAST OF PAVEMENT EDGE.
 NH1578
 NH1578                          STATION RECOVERY (1990)
 NH1578
 NH1578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 NH1578'RECOVERED IN GOOD CONDITION.
 NH1578
 NH1578                          STATION RECOVERY (1997)
 NH1578
 NH1578'RECOVERY NOTE BY WI HIGHWAY DEPT 1997 (CSM)
 NH1578'THE STATION IS LOCATED ABOUT 8.05 KM (5.00 MI) WEST-SOUTHWEST OF
 NH1578'VERONA, 9.66 KM (6.00 MI) SOUTHEAST OF MT HOREB, AND 22.54 KM (14.00
 NH1578'MI) SOUTHWEST OF MADISON.  TO REACH THE STATION FROM THE JUNCTION US
 NH1578'HIGHWAYS 18 AND 151 (VERONA BYPASS) WITH STATE HIGHWAY 69 NEAR THE
 NH1578'SOUTH SIDE OF VERONA, GO WEST 7.89 KM (4.90 MI) ON HIGHWAYS 18 AND 151
 NH1578'TO THE EXIT FOR COUNTY HIGHWAY J, EXIT RIGHT AND GO NORTH AND THEN
 NH1578'EAST 0.32 KM (0.20 MI) ON THE EXIT RAMP TO THE INTERSECTION WITH
 NH1578'HIGHWAY J, TURN RIGHT AND GO SOUTH 2.74 KM (1.70 MI) ON HIGHWAY J TO
 NH1578'THE JUNCTION WITH COUNTY HIGHWAY G WHERE HIGHWAY J ENDS AND KOLLATH
 NH1578'ROAD BEGINS, CONTINUE SOUTH 0.8 KM (0.50 MI) ON KOLLATH ROAD TO THE
 NH1578'CREST OF A HILL AND THE STATION ON THE LEFT JUST BEFORE A SHARP CURVE
 NH1578'LEFT.  THE STATION IS A BRONZE COAST AND GEODETIC SURVEY TRIANGULATION
 NH1578'STATION DISK SET IN THE TOP OF A 40-CM DIAMETER CONCRETE POST RECESSED
 NH1578'0.32 M (1.05 FT) BELOW GROUND LEVEL.  IT IS, 9.7 M (31.8 FT) EAST OF
 NH1578'THE CENTERLINE OF KOLLATH ROAD, 6.8 M (22.3 FT) EAST OF THE EAST EDGE
 NH1578'OF THE ASPHALT PAVEMENT, 42.0 M (137.8 FT) SOUTH-SOUTHEAST OF A POST
 NH1578'FOR A CURVE LEFT SIGN, 22.9 M (75.1 FT) EAST-SOUTHEAST OF A WOODEN
 NH1578'POST SET IN STONEWORK SUPPORTING A MAILBOX FOR THE RESIDENCE AT 1895
 NH1578'KOLLATH ROAD, ABOUT 11 M (36.1 FT) SOUTH OF THE EXTENDED CENTERLINE OF
 NH1578'A DRIVEWAY TO THE RESIDENCE, 0.60 M (1.97 FT) EAST OF AN OLD FENCE
 NH1578'LINE, 0.30 M (0.98 FT) SOUTHEAST OF A MAGNETIC SURVEY STAKE WHICH IS
 NH1578'0.20 M (0.66 FT) BELOW GROUND LEVEL, 0.20 M (0.66 FT) E OF THE STUB OF
 NH1578'A STEEL POST, AND 0.55 M (1.80 FT) SOUTHEAST OF A STEEL WITNESS POST.
 NH1578'NOTE---THE AZIMUTH MARK AND REFERENCE MARKS 3 AND 4 WERE NOT SEARCHED
 NH1578'FOR.
 NH1578
 NH1578                          STATION RECOVERY (2001)
 NH1578
 NH1578'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 NH1578'FOUND AS DESCRIBED
 NH1578
 NH1578                          STATION RECOVERY (2002)
 NH1578
 NH1578'RECOVERY NOTE BY AYRES ASSOCIATES 2002
 NH1578'REVOVERED AS DESCRIBED
 NH1578'
 NH1578
 NH1578                          STATION RECOVERY (2004)
 NH1578
 NH1578'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 NH1578'---NOTE---ADD THE STATION IS 42.0 M NORTH-NORTHEAST OF A POST FOR A
 NH1578'LEFT TURN SIGN, 1 M  EAST OF AN ORANGE 4X4 PLASTIC WITNESS POST, 0.9 M
 NH1578'WEST OF AN ORANGE PLASTIC WITNESS  POST, 0.8 M SOUTH OF AN ORANGE 4X4
 NH1578'PLASTIC WITNESS POST, AND 0.8 M WEST OF A BARBED WIRE  FENCE LINE.
 NH1578
 NH1578                          STATION RECOVERY (2004)
 NH1578
 NH1578'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 NH1578'RECOVERED AS DESCRIBED.
 NH1578
 NH1578                          STATION RECOVERY (2005)
 NH1578
 NH1578'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JCP)
 NH1578'3001,INC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1012 ***********************************************************************
 PN1012  DESIGNATION -  KOLPACK
 PN1012  PID         -  PN1012
 PN1012  STATE/COUNTY-  WI/SHAWANO
 PN1012  USGS QUAD   -  REGINA (1982)
 PN1012
 PN1012                         *CURRENT SURVEY CONTROL
 PN1012  ___________________________________________________________________
 PN1012* NAD 83(1991)-  44 55 17.24419(N)    089 00 24.11014(W)     ADJUSTED  
 PN1012* NAVD 88     -       393.     (meters)    1289.     (feet)  SCALED    
 PN1012  ___________________________________________________________________
 PN1012  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 PN1012  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 PN1012
 PN1012  HORZ ORDER  -  SECOND
 PN1012
 PN1012.The horizontal coordinates were established by classical geodetic methods
 PN1012.and adjusted by the National Geodetic Survey in November 1991..
 PN1012
 PN1012.The orthometric height was scaled from a topographic map.
 PN1012
 PN1012.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1012
 PN1012.The geoid height was determined by GEOID03.
 PN1012
 PN1012;                    North         East     Units Scale Factor Converg.
 PN1012;SPC WI C     -   121,390.652   678,419.124   MT  0.99994102   +0 42 03.1
 PN1012;SPC WI C     -   398,262.50  2,225,780.08   sFT  0.99994102   +0 42 03.1
 PN1012;UTM  16      - 4,976,184.110   341,625.491   MT  0.99990843   -1 25 02.3
 PN1012
 PN1012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1012!SPC WI C     -   0.99994398  x   0.99994102  =   0.99988500
 PN1012!UTM  16      -   0.99994398  x   0.99990843  =   0.99985241
 PN1012
 PN1012:                Primary Azimuth Mark                     Grid Az
 PN1012:SPC WI C     -  MENOMINEE                                022 42 30.4
 PN1012:UTM  16      -  MENOMINEE                                024 49 35.8
 PN1012
 PN1012|---------------------------------------------------------------------|
 PN1012| PID    Reference Object                     Distance      Geod. Az  |
 PN1012|                                                           dddmmss.s |
 PN1012| QM0641 MENOMINEE                           APPROX.10.3 KM 0232433.5 |
 PN1012| PN1013 KOLPACK USGS 1934                    19.918 METERS 23210     |
 PN1012| CJ5201 KOLPACK RM 1                         29.230 METERS 27944     |
 PN1012|---------------------------------------------------------------------|
 PN1012
 PN1012                          SUPERSEDED SURVEY CONTROL
 PN1012
 PN1012  NAD 83(1986)-  44 55 17.24349(N)    089 00 24.11405(W) AD(       ) 2
 PN1012  NAD 27      -  44 55 17.34600(N)    089 00 23.72400(W) AD(       ) 2
 PN1012
 PN1012.Superseded values are not recommended for survey control.
 PN1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1012.See file dsdata.txt to determine how the superseded data were derived.
 PN1012
 PN1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ4162576184(NAD 83)
 PN1012_MARKER: DS = TRIANGULATION STATION DISK
 PN1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1012
 PN1012  HISTORY     - Date     Condition        Report By
 PN1012  HISTORY     - 1954     MONUMENTED       CGS
 PN1012  HISTORY     - 20030425 POOR             GEOCAC
 PN1012
 PN1012                          STATION DESCRIPTION
 PN1012
 PN1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 PN1012'THE STATION IS LOCATED ABOUT 10 MILES EAST OF BIRNAMWOOD AND 5
 PN1012'MILES NORTH-NORTHEAST OF BOWLER.  IT IS ON THE SAME HILL AS
 PN1012'KOLPACK FOREST SERVICE LOOKOUT TOWER, 52.2 FEET NORTHEAST OF
 PN1012'THE NORTHEAST LEG OF THE LOOKOUT TOWER, 61.5 FEET SOUTHWEST
 PN1012'OF A FENCE CORNER AND 6 FEET WEST OF A WHITE WITNESS POST.
 PN1012'THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED KOLPACK 1954.
 PN1012'
 PN1012'REFERENCE MARK NO. 1 IS 85.1 FEET NORTHWEST OF THE NORTHWEST
 PN1012'LEG OF THE LOOKOUT TOWER AND 28 FEET SOUTH OF A FENCE.  THE
 PN1012'MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED KOLPACK NO 1 1954.
 PN1012'
 PN1012'BM KOLPACK (USGS) IS BENEATH AND IN THE CENTER OF THE BASE OF
 PN1012'THE LOOKOUT TOWER.  THE MARK IS A 6 INCH SQUARE CONCRETE POST
 PN1012'WITH A STANDARD USGS BENCH MARK DISK SET IN THE CENTER OF THE
 PN1012'TOP OF THE CONCRETE AND THE DISK IS STAMPED KOLPACK.  IT
 PN1012'PROJECTS 2 INCHES.  A TRAVERSE CONNECTION WAS MADE FROM THE
 PN1012'STATION TO THIS MARK AND THE DISTANCE AND DIRECTION ARE SHOWN
 PN1012'ABOVE.
 PN1012'
 PN1012'NO SUITABLE SITE WAS FOUND FOR AN AZIMUTH MARK AND NONE WAS SET.
 PN1012'
 PN1012'TO REACH THE STATION FROM BIRNAMWOOD, AT THE JUNCTION OF U.S.
 PN1012'HIGHWAY 45 AND COUNTY ROUTE N, GO EAST ON COUNTY ROUTE N FOR
 PN1012'8.5 MILES TO JUNCTION WITH COUNTY ROUTE D, TURN LEFT AND GO
 PN1012'NORTH FOR 0.5 MILE TO A GRAVEL SIDE ROAD RIGHT, TURN RIGHT AND
 PN1012'GO EAST FOR 2.0 MILES TO A FIVE POINT INTERSECTION, TURN RIGHT
 PN1012'AND GO SOUTH FOR 0.5 MILE TO A DIRT SIDE ROAD RIGHT AND A SCHOOL
 PN1012'HOUSE ON THE LEFT, TURN RIGHT AND GO WEST FOR 0.35 MILE TO A
 PN1012'POLE GATE ON THE RIGHT, TURN RIGHT THROUGH THE GATE AND GO
 PN1012'NORTHERLY FOR 0.05 MILE TO THE STATION.
 PN1012'
 PN1012'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 PN1012
 PN1012                          STATION RECOVERY (2003)
 PN1012
 PN1012'RECOVERY NOTE BY GEOCACHING 2003 (RFC)
 PN1012'STATION FOUND LAYING ON SIDE. RM 1 FOUND IN GOOD CONCITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1013 ***********************************************************************
 PN1013  DESIGNATION -  KOLPACK USGS 1934
 PN1013  PID         -  PN1013
 PN1013  STATE/COUNTY-  WI/SHAWANO
 PN1013  USGS QUAD   -  REGINA (1982)
 PN1013
 PN1013                         *CURRENT SURVEY CONTROL
 PN1013  ___________________________________________________________________
 PN1013* NAD 83(1991)-  44 55 16.84839(N)    089 00 24.82738(W)     ADJUSTED  
 PN1013* NAVD 88     -       393.     (meters)    1289.     (feet)  SCALED    
 PN1013  ___________________________________________________________________
 PN1013  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 PN1013  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 PN1013
 PN1013  HORZ ORDER  -  SECOND
 PN1013
 PN1013.The horizontal coordinates were established by classical geodetic methods
 PN1013.and adjusted by the National Geodetic Survey in November 1991..
 PN1013
 PN1013.The orthometric height was scaled from a topographic map.
 PN1013
 PN1013.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1013
 PN1013.The geoid height was determined by GEOID03.
 PN1013
 PN1013;                    North         East     Units Scale Factor Converg.
 PN1013;SPC WI C     -   121,378.243   678,403.545   MT  0.99994102   +0 42 02.6
 PN1013;SPC WI C     -   398,221.79  2,225,728.96   sFT  0.99994102   +0 42 02.6
 PN1013;UTM  16      - 4,976,172.285   341,609.465   MT  0.99990850   -1 25 02.8
 PN1013
 PN1013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1013!SPC WI C     -   0.99994398  x   0.99994102  =   0.99988500
 PN1013!UTM  16      -   0.99994398  x   0.99990850  =   0.99985248
 PN1013
 PN1013                          SUPERSEDED SURVEY CONTROL
 PN1013
 PN1013  NAD 83(1986)-  44 55 16.84768(N)    089 00 24.83130(W) AD(       ) 2
 PN1013  NAD 27      -  44 55 16.95000(N)    089 00 24.44100(W) AD(       ) 2
 PN1013
 PN1013.Superseded values are not recommended for survey control.
 PN1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1013.See file dsdata.txt to determine how the superseded data were derived.
 PN1013
 PN1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ4160976172(NAD 83)
 PN1013_MARKER: 57 = LOOKOUT TOWER
 PN1013_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN1013+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2003
 PN1013
 PN1013  HISTORY     - Date     Condition        Report By
 PN1013  HISTORY     - 1934     FIRST OBSERVED   CGS
 PN1013  HISTORY     - 1954     GOOD             CGS
 PN1013  HISTORY     - 20030425 GOOD             GEOCAC
 PN1013
 PN1013                          STATION DESCRIPTION
 PN1013
 PN1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 PN1013'THIS STATION IS THE CENTER OF THE KOLPACK FIRE LOOKOUT TOWER
 PN1013'OF THE WISCONSIN DEPARTMENT OF CONSERVATION.  IT IS A STANDARD
 PN1013'SQUARE SKELETON STEEL TOWER WITH AN ENCLOSED CABIN ON TOP.
 PN1013'IT IS 100 FEET HIGH AND WAS ERECTED IN 1932.
 PN1013'
 PN1013'THE TOWER IS ABOUT 10 MILES EAST-SOUTHEAST OF BIRNAMWOOD, ABOUT
 PN1013'3 MILES SOUTHWEST OF THE SOUTHWEST CORNER OF THE MENOMINEE
 PN1013'INDIAN RESERVATION, AND ABOUT 2 MILES NORTH OF REGINA, IN THE
 PN1013'SE 1/4 NE 1/4 SEC. 11, T. 28 N., R. 12 E., ON THE HIGHEST POINT
 PN1013'OF THE HILL.
 PN1013
 PN1013                          STATION RECOVERY (1954)
 PN1013
 PN1013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 PN1013'THE STATION IS LOCATED ABOUT 10 MILES EAST OF BIRNAMWOOD AND 5
 PN1013'MILES NORTH-NORTHEAST OF BOWLER.  IT IS ON THE SAME HILL AS
 PN1013'TRIANGULATION STATION KOLPACK.  IT IS A 4 LEGGED STEEL STRUCTURE,
 PN1013'ABOUT 100 FEET HIGH AND HAS A LOOKOUT CAGE ON TOP.  THE POINT
 PN1013'TRAVERSED TO WAS KOLPACK (USGS) WHICH IS BENEATH AND IN THE
 PN1013'CENTER OF THE BASE OF THE LOOKOUT TOWER.  THE DISTANCE IS 19.918
 PN1013'METERS (65.35 FEET) SOUTHWEST.
 PN1013'
 PN1013'TO REACH THE STATION FROM BIRNAMWOOD, AT THE JUNCTION OF U.S.
 PN1013'HIGHWAY 45 AND COUNTY ROUTE N, GO EAST ON COUNTY ROUTE N FOR 8.5
 PN1013'MILES TO JUNCTION WITH COUNTY ROUTE D, TURN LEFT AND GO NORTH
 PN1013'FOR 0.5 MILE TO A GRAVEL SIDE ROAD RIGHT, TURN RIGHT AND GO EAST
 PN1013'FOR 2.0 MILES TO A FIVE POINT INTERSECTION, TURN RIGHT AND GO
 PN1013'SOUTH FOR 0.5 MILE TO A FOREST SERVICE ROAD RIGHT AND A SCHOOL
 PN1013'HOUSE ON THE LEFT, TURN RIGHT AND GO 0.35 MILE TO A POLE GATE
 PN1013'ON THE RIGHT, PASS THROUGH GATE AND GO NORTHERLY FOR 0.05 MILE
 PN1013'TO STATION.
 PN1013
 PN1013                          STATION RECOVERY (2003)
 PN1013
 PN1013'RECOVERY NOTE BY GEOCACHING 2003 (RFC)
 PN1013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1046 ***********************************************************************
 OM1046  DESIGNATION -  KOSHKONG
 OM1046  PID         -  OM1046
 OM1046  STATE/COUNTY-  WI/DANE
 OM1046  USGS QUAD   -  COTTAGE GROVE (1982)
 OM1046
 OM1046                         *CURRENT SURVEY CONTROL
 OM1046  ___________________________________________________________________
 OM1046* NAD 83(1991)-  43 07 25.49391(N)    089 07 56.21862(W)     ADJUSTED  
 OM1046* NAVD 88     -       281.14   (+/-2cm)     922.4    (feet)  VERTCON   
 OM1046  ___________________________________________________________________
 OM1046  X           -      70,612.358 (meters)                     COMP
 OM1046  Y           -  -4,662,211.922 (meters)                     COMP
 OM1046  Z           -   4,337,714.693 (meters)                     COMP
 OM1046  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 OM1046  ELLIP HEIGHT-         246.71  (meters)          (10/21/99) GPS OBS
 OM1046  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 OM1046
 OM1046  HORZ ORDER  -  THIRD
 OM1046  VERT ORDER  -  THIRD ? (See Below)
 OM1046  ELLP ORDER  -  FOURTH    CLASS I
 OM1046
 OM1046.The horizontal coordinates were established by classical geodetic methods
 OM1046.and adjusted by the National Geodetic Survey in November 1991..
 OM1046
 OM1046.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM1046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM1046.The vertical order pertains to the NGVD 29 superseded value.
 OM1046
 OM1046.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1046
 OM1046.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1046
 OM1046.The ellipsoidal height was determined by GPS observations
 OM1046.and is referenced to NAD 83.
 OM1046
 OM1046.The geoid height was determined by GEOID03.
 OM1046
 OM1046;                    North         East     Units Scale Factor Converg.
 OM1046;SPC WI S     -   125,204.891   670,607.117   MT  0.99994421   +0 35 46.4
 OM1046;SPC WI S     -   410,776.38  2,200,150.18   sFT  0.99994421   +0 35 46.4
 OM1046;UTM  16      - 4,776,763.788   326,547.635   MT  0.99997012   -1 27 28.6
 OM1046
 OM1046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1046!SPC WI S     -   0.99996131  x   0.99994421  =   0.99990552
 OM1046!UTM  16      -   0.99996131  x   0.99997012  =   0.99993143
 OM1046
 OM1046|---------------------------------------------------------------------|
 OM1046| PID    Reference Object                     Distance      Geod. Az  |
 OM1046|                                                           dddmmss.s |
 OM1046| CI9934 KOSHKONG RM 1                        14.959 METERS 10907     |
 OM1046| OM1042 DEERFIELD RAD STA KSG 53 TOWER      APPROX. 9.1 KM 1643635.7 |
 OM1046| NH1316 UTICA RADIO STA KSE 29 TOWER        APPROX.18.0 KM 1823132.5 |
 OM1046| CI9935 KOSHKONG RM 2                        13.226 METERS 19923     |
 OM1046| CI9933 KOSHKONG AZ MK                                     2000910.2 |
 OM1046|---------------------------------------------------------------------|
 OM1046
 OM1046                          SUPERSEDED SURVEY CONTROL
 OM1046
 OM1046  NAD 83(1986)-  43 07 25.48701(N)    089 07 56.22567(W) AD(       ) 3
 OM1046  NAD 27      -  43 07 25.49460(N)    089 07 55.81190(W) AD(       ) 3
 OM1046  NGVD 29 (07/19/86)  281.20   (m)          922.6    (f) LEVELING    3  
 OM1046
 OM1046.Superseded values are not recommended for survey control.
 OM1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1046.See file dsdata.txt to determine how the superseded data were derived.
 OM1046
 OM1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2654876764(NAD 83)
 OM1046_MARKER: DS = TRIANGULATION STATION DISK
 OM1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1046_SP_SET: SQUARE CONCRETE MONUMENT
 OM1046_STAMPING: KOSHKONG 1958
 OM1046_MARK LOGO: CGS   
 OM1046_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM1046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1046+SATELLITE: SATELLITE OBSERVATIONS - September 15, 1988
 OM1046
 OM1046  HISTORY     - Date     Condition        Report By
 OM1046  HISTORY     - 1958     MONUMENTED       CGS
 OM1046  HISTORY     - 1958     GOOD             CGS
 OM1046  HISTORY     - 19880915 GOOD             NGS
 OM1046
 OM1046                          STATION DESCRIPTION
 OM1046
 OM1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1046'THE STATION IS ABOUT 6.0 MILES SOUTHEAST OF SUN PRAIRIE, AND
 OM1046'4 MILES NORTHEAST OF COTTAGE GROVE ON ROAD RIGHT-OF-WAY.
 OM1046'IT IS 3 FEET SOUTH OF A POWERLINE POLE AND WHITE WITNESS POST,
 OM1046'24 FEET WEST OF THE CENTERLINE OF A PAVED ROAD, AND 76 FEET
 OM1046'SOUTHWEST OF A TELEPHONE POLE.  THE MONUMENT PROJECTS 2 INCHES
 OM1046'AND THE DISK IS STAMPED KOSHKONG 1958.
 OM1046'
 OM1046'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19
 OM1046'AND 73 IN THE SOUTHEAST EDGE OF MARSHALL, GO SOUTH ON HIGHWAY
 OM1046'73 FOR 4.15 MILES TO THE JUNCTION OF STATE HIGHWAY 30.  TURN
 OM1046'RIGHT AND GO WEST ON HIGHWAY 30 FOR 2.95 MILES TO A PAVED
 OM1046'CROSSROAD.  TURN RIGHT AND GO NORTH ON THE PAVED ROAD FOR 0.7
 OM1046'MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH ON
 OM1046'THE PAVED ROAD FOR 0.45 MILE TO THE STATION ON THE LEFT.
 OM1046'
 OM1046'REFERENCE MARK 1 IS 56 FEET SOUTH OF A TELEPHONE POLE, 49
 OM1046'FEET EAST OF A WHITE WITNESS POST, AND 26 FEET EAST OF THE
 OM1046'CENTERLINE OF A PAVED ROAD.  THE MONUMENT IS FLUSH AND THE
 OM1046'DISK IS STAMPED KOSHKONG NO 1 1958.
 OM1046'
 OM1046'REFERENCE MARK 2 IS 46 FEET SOUTH OF A POWERLINE POLE AND WHITE
 OM1046'WITNESS POST, AND 23 FEET WEST OF THE CENTERLINE OF A PAVED
 OM1046'ROAD.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED
 OM1046'KOSHKONG NO 2 1958.
 OM1046'
 OM1046'THE AZIMUTH MARK IS 22 FEET EAST OF THE CENTERLINE OF A PAVED
 OM1046'ROAD, 103 FEET NORTH OF A TELEPHONE POLE, AND 2 FEET WEST
 OM1046'OF A WHITE WITNESS POST.  THE MONUMENT PROJECTS 1 INCH AND
 OM1046'THE DISK IS STAMPED KOSHKONG 1958.
 OM1046'
 OM1046'THE DISTANCE FROM REFERENCE MARK 1 TO REFERENCE MARK 2 IS
 OM1046'65.69 FEET.
 OM1046'
 OM1046'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OM1046
 OM1046                          STATION RECOVERY (1958)
 OM1046
 OM1046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 OM1046'RECOVERED IN GOOD CONDITION.
 OM1046
 OM1046                          STATION RECOVERY (1988)
 OM1046
 OM1046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OM1046'THE STATION IS ABOUT 7.5 KM (4.65 MI) SOUTHWEST OF MARSHALL, 7.5 KM
 OM1046'(4.65 MI) NORTHEAST OF COTTAGE GROVE, 1.9 KM (1.20 MI) NORTH OF
 OM1046'INTERSTATE HIGHWAY 94 AND ON ROAD RIGHT-OF-WAY.  OWNERSHIP--STATE OF
 OM1046'WISCONSIN, J. MICHAEL BLASKA, CHAIRMAN, TOWN OF SUN PRAIRIE, 6066
 OM1046'BLASKA DRIVE, SUN PRAIRIE, WI 53590, PHONE 608-837-2652.
 OM1046'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 19 AND COUNTY
 OM1046'ROAD T IN MARSHALL, GO WEST ON COUNTY ROAD T FOR 5.4 KM (3.35 MI) TO
 OM1046'THE JUNCTION OF COUNTY ROAD TT TO THE NORTH AND RIDGE ROAD TO THE
 OM1046'SOUTH.  TURN LEFT AND GO SOUTH ON RIDGE ROAD FOR 3.2 KM (2.00 MI) TO
 OM1046'THE STATION ON THE RIGHT.
 OM1046'THE STATION IS A STANDARD CGS TRIANGULATION STATION MARK DISK
 OM1046'STAMPED---KOSHKONG 1958---, SET IN THE TOP OF A SQUARE CONCRETE POST
 OM1046'THAT IS FLUSH TO THE GROUND.  LOCATED 7.5 M (24.6 FT) WEST FROM CENTER
 OM1046'OF RIDGE ROAD, 0.9 M (3.0 FT) SOUTH FROM A TELEPHONE POLE AND 0.5 M
 OM1046'(1.6 FT) EAST FROM A FIBERGLASS WITNESS POST.
 OM1046'DANE COUNTY PART II, WI, 1988.
 OM1046'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM1046'DESCRIBED BY W.C. GUNN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4895 ***********************************************************************
 DG4895  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4895  DESIGNATION -  KOSHKONONG C GPS
 DG4895  PID         -  DG4895
 DG4895  STATE/COUNTY-  WI/JEFFERSON
 DG4895  USGS QUAD   -  FORT ATKINSON (1971)
 DG4895
 DG4895                         *CURRENT SURVEY CONTROL
 DG4895  ___________________________________________________________________
 DG4895* NAD 83(1997)-  42 54 01.62331(N)    088 51 30.50594(W)     ADJUSTED  
 DG4895* NAVD 88     -       241.41   (meters)     792.0    (feet)  GPS OBS   
 DG4895  ___________________________________________________________________
 DG4895  X           -      93,228.130 (meters)                     COMP
 DG4895  Y           -  -4,678,711.663 (meters)                     COMP
 DG4895  Z           -   4,319,548.217 (meters)                     COMP
 DG4895  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 DG4895  ELLIP HEIGHT-         207.29  (meters)          (04/02/04) GPS OBS
 DG4895  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 DG4895
 DG4895  HORZ ORDER  -  FIRST
 DG4895  ELLP ORDER  -  FOURTH    CLASS I
 DG4895
 DG4895.The horizontal coordinates were established by GPS observations
 DG4895.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4895
 DG4895.The orthometric height was determined by GPS observations and a
 DG4895.high-resolution geoid model using precise GPS observation and
 DG4895.processing techniques.
 DG4895
 DG4895.Photographs are available for this station.
 DG4895
 DG4895.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4895
 DG4895.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4895
 DG4895.The ellipsoidal height was determined by GPS observations
 DG4895.and is referenced to NAD 83.
 DG4895
 DG4895.The geoid height was determined by GEOID03.
 DG4895
 DG4895;                    North         East     Units Scale Factor Converg.
 DG4895;SPC WI S     -   100,669.955   693,225.611   MT  0.99997050   +0 47 03.6
 DG4895;SPC WI S     -   330,281.34  2,274,357.69   sFT  0.99997050   +0 47 03.6
 DG4895;UTM  16      - 4,751,435.543   348,272.544   MT  0.99988322   -1 15 55.3
 DG4895
 DG4895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4895!SPC WI S     -   0.99996749  x   0.99997050  =   0.99993799
 DG4895!UTM  16      -   0.99996749  x   0.99988322  =   0.99985072
 DG4895
 DG4895                          SUPERSEDED SURVEY CONTROL
 DG4895
 DG4895.No superseded survey control is available for this station.
 DG4895
 DG4895_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4827351436(NAD 83)
 DG4895_MARKER: DD = SURVEY DISK
 DG4895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4895_STAMPING: KOSHKONONG C GPS 1992
 DG4895_MARK LOGO: WI-055
 DG4895_PROJECTION: FLUSH
 DG4895_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4895+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4895
 DG4895  HISTORY     - Date     Condition        Report By
 DG4895  HISTORY     - 1992     MONUMENTED       WI-055
 DG4895  HISTORY     - 2001     GOOD             WIDT
 DG4895
 DG4895                          STATION DESCRIPTION
 DG4895
 DG4895'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4895'THE STATION IS LOCATED ABOUT 27 KM NORTH-NORTHEAST OF JANESVILLE, 13
 DG4895'KM NORTHWEST OF WHITEWATER, AND 4 KM SOUTH-SOUTHWEST OF FORT ATKINSON.
 DG4895'OWNERSHIP--TOWN OF KOSHKONONG. TO REACH THE STATION FROM THE JUNCTION
 DG4895'OF US HIGHWAY 12 AND STATE HIGHWAY 89 WITH STATE HIGHWAY 106 IN THE
 DG4895'CITY OF FORT ATKINSON, GO SOUTH ON US HIGHWAY 12 FOR 0.3 KM TO
 DG4895'MILWAUKEE AVENUE, TURN RIGHT AND GO WEST ON MILWAUKEE AVENUE FOR 0.3
 DG4895'KM TO JANESVILLE AVENUE ON THE LEFT, TURN LEFT AND GO SOUTHEAST ON
 DG4895'JANESVILLE AVENUE FOR 2.7 KM TO FARMCO LANE ON THE RIGHT, CONTINUE
 DG4895'SOUTHEAST ON JANESVILLE AVENUE FOR 0.5 KM TO THE STATION ON THE RIGHT.
 DG4895'THE STATION IS A BRONZE JEFFERSON COUNTY GEODETIC CONTROL MARKER DISK
 DG4895'SET IN THE TOP OF A 30-CM DIAMETER CONCRETE POST AND ABOUT LEVEL WITH
 DG4895'THE HIGHWAY PAVEMENT. THE STATION IS 14.2 M NORTHWEST OF THE
 DG4895'CENTERLINE OF JANESVILLE AVENUE, 17.6 M SOUTHWEST OF A WOOD POST FOR A
 DG4895'--55 MPH SPEED LIMIT-- SIGN, 12.4 M NORTHEAST OF A WOOD POST FOR A
 DG4895'--NO PASSING ZONE-- SIGN, AND 2.9 M SOUTHEAST OF A METAL --R/W-- POST.
 DG4895'---NOTE---THE STATION IS 1.0 M SOUTHWEST AND NORTHEAST OF AN ORNAGE
 DG4895'4X4 PLASTIC WITNESS POST AND 0.2 M EAST OF A WHITE PLASTIC WITNESS
 DG4895'POST.  ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DG4895'HIGHER THAN 20 DEGREES ABOVE THE HORIZON EXCEPT FOR A RADIO ANTENNA TO
 DG4895'THE WEST EXTENDING TO 22 DEGREES.
 DG4895'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4896 ***********************************************************************
 DG4896  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4896  DESIGNATION -  KOSHKONONG S GPS
 DG4896  PID         -  DG4896
 DG4896  STATE/COUNTY-  WI/JEFFERSON
 DG4896  USGS QUAD   -  MILTON (1976)
 DG4896
 DG4896                         *CURRENT SURVEY CONTROL
 DG4896  ___________________________________________________________________
 DG4896* NAD 83(1997)-  42 50 45.65243(N)    088 53 43.71439(W)     ADJUSTED  
 DG4896* NAVD 88     -       267.58   (meters)     877.9    (feet)  GPS OBS   
 DG4896  ___________________________________________________________________
 DG4896  X           -      90,286.225 (meters)                     COMP
 DG4896  Y           -  -4,682,904.009 (meters)                     COMP
 DG4896  Z           -   4,315,134.072 (meters)                     COMP
 DG4896  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 DG4896  ELLIP HEIGHT-         233.56  (meters)          (04/02/04) GPS OBS
 DG4896  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 DG4896
 DG4896  HORZ ORDER  -  FIRST
 DG4896  ELLP ORDER  -  FOURTH    CLASS I
 DG4896
 DG4896.The horizontal coordinates were established by GPS observations
 DG4896.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4896
 DG4896.The orthometric height was determined by GPS observations and a
 DG4896.high-resolution geoid model using precise GPS observation and
 DG4896.processing techniques.
 DG4896
 DG4896.Photographs are available for this station.
 DG4896
 DG4896.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4896
 DG4896.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4896
 DG4896.The ellipsoidal height was determined by GPS observations
 DG4896.and is referenced to NAD 83.
 DG4896
 DG4896.The geoid height was determined by GEOID03.
 DG4896
 DG4896;                    North         East     Units Scale Factor Converg.
 DG4896;SPC WI S     -    94,582.591   690,283.997   MT  0.99997919   +0 45 32.1
 DG4896;SPC WI S     -   310,309.72  2,264,706.75   sFT  0.99997919   +0 45 32.1
 DG4896;UTM  16      - 4,745,457.755   345,115.440   MT  0.99989513   -1 17 21.3
 DG4896
 DG4896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4896!SPC WI S     -   0.99996337  x   0.99997919  =   0.99994256
 DG4896!UTM  16      -   0.99996337  x   0.99989513  =   0.99985851
 DG4896
 DG4896                          SUPERSEDED SURVEY CONTROL
 DG4896
 DG4896.No superseded survey control is available for this station.
 DG4896
 DG4896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4511545458(NAD 83)
 DG4896_MARKER: DD = SURVEY DISK
 DG4896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4896_STAMPING: KOSHKONONG S GPS 1992
 DG4896_MARK LOGO: WI-055
 DG4896_PROJECTION: FLUSH
 DG4896_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4896+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG4896
 DG4896  HISTORY     - Date     Condition        Report By
 DG4896  HISTORY     - 1992     MONUMENTED       WI-055
 DG4896  HISTORY     - 2002     GOOD             WIDT
 DG4896
 DG4896                          STATION DESCRIPTION
 DG4896
 DG4896'DESCRIBED BY WI DEPT OF TRANSP 2002 (DJH)
 DG4896'THE STATION IS LOCATED ABOUT 20 KM NORTHEAST OF JANESVILLE, 14 KM EAST
 DG4896'OF EDGERTON, AND 10 KM SOUTHWEST OF FT ATKINSON.  OWNERSHIP--TOWN OF
 DG4896'KOSHKONONG.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12
 DG4896'WITH STATE HIGHWAY 26 ABOUT 3 KM NORTHWEST OF FT ATKINSON, GO SOUTH ON
 DG4896'STATE HIGHWAY 26 FOR 12.6 KM TO COUNTY LINE ROAD, TURN LEFT AND GO
 DG4896'EAST ON COUNTY LINE ROAD FOR 1.1 KM TO BRYANT ROAD ON THE RIGHT,
 DG4896'CONTINUE EAST ON COUNTY LINE ROAD FOR 0.8 KM TO THE STATION ON THE
 DG4896'LEFT.  THE STATION IS A BRONZE JEFFERSON COUNTY GEODETIC CONTROL
 DG4896'MARKER DISK SET IN THE TOP OF A 30-CM DIAMETER CONCRETE POST SET TO A
 DG4896'DEPTH OF 1.8 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS
 DG4896'7.6 M NORTH OF THE CENTERLINE OF COUNTY LINE ROAD, 0.1 KM EAST OF
 DG4896'PRIVATE ENTRANCE --7436--, 54 M EAST-NORTHEAST OF POWER POLE
 DG4896'--69-22247 35-5--, 53 M WEST-NORTHWEST OF POWER POLE --69-22246
 DG4896'35-5--, AND 39 M WEST OF A FIELD ENTRANCE.  ---NOTE---THE STATION IS
 DG4896'1.0 M WEST, EAST, AND SOUTH OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DG4896'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DG4896'THAN 20 DEGREES ABOVE THE HORIZON.
 DG4896' 
 DG4896'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7686 ***********************************************************************
 DE7686  DESIGNATION -  KOSSUTH N GPS
 DE7686  PID         -  DE7686
 DE7686  STATE/COUNTY-  WI/MANITOWOC
 DE7686  USGS QUAD   -  MISHICOT (1978)
 DE7686
 DE7686                         *CURRENT SURVEY CONTROL
 DE7686  ___________________________________________________________________
 DE7686* NAD 83(1997)-  44 14 09.33794(N)    087 42 42.02057(W)     ADJUSTED  
 DE7686* NAVD 88     -       220.192  (meters)     722.41   (feet)  ADJUSTED  
 DE7686  ___________________________________________________________________
 DE7686  X           -     182,765.864 (meters)                     COMP
 DE7686  Y           -  -4,573,708.826 (meters)                     COMP
 DE7686  Z           -   4,427,039.936 (meters)                     COMP
 DE7686  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 DE7686  ELLIP HEIGHT-         184.08  (meters)          (06/11/03) GPS OBS
 DE7686  GEOID HEIGHT-         -36.11  (meters)                     GEOID03
 DE7686  DYNAMIC HT  -         220.159 (meters)     722.30  (feet)  COMP
 DE7686  MODELED GRAV-     980,465.0   (mgal)                       NAVD 88
 DE7686
 DE7686  HORZ ORDER  -  FIRST
 DE7686  VERT ORDER  -  SECOND    CLASS I
 DE7686  ELLP ORDER  -  THIRD     CLASS I
 DE7686
 DE7686.The horizontal coordinates were established by GPS observations
 DE7686.and adjusted by the National Geodetic Survey in June 2003..
 DE7686
 DE7686.The orthometric height was determined by differential leveling
 DE7686.and adjusted by the National Geodetic Survey in May 2003..
 DE7686
 DE7686.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7686
 DE7686.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7686
 DE7686.The ellipsoidal height was determined by GPS observations
 DE7686.and is referenced to NAD 83.
 DE7686
 DE7686.The geoid height was determined by GEOID03.
 DE7686
 DE7686.The dynamic height is computed by dividing the NAVD 88
 DE7686.geopotential number by the normal gravity value computed on the
 DE7686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7686.degrees latitude (g = 980.6199 gals.).
 DE7686
 DE7686.The modeled gravity was interpolated from observed gravity values.
 DE7686
 DE7686;                    North         East     Units Scale Factor Converg.
 DE7686;SPC WI S     -   250,910.607   782,793.340   MT  1.00003878   +1 34 20.3
 DE7686;SPC WI S     -   823,195.88  2,568,214.48   sFT  1.00003878   +1 34 20.3
 DE7686;UTM  16      - 4,898,323.529   443,168.841   MT  0.99963972   -0 29 47.4
 DE7686
 DE7686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7686!SPC WI S     -   0.99997114  x   1.00003878  =   1.00000992
 DE7686!UTM  16      -   0.99997114  x   0.99963972  =   0.99961087
 DE7686
 DE7686                          SUPERSEDED SURVEY CONTROL
 DE7686
 DE7686  NAVD 88 (06/11/03)  220.19   (m)          722.4    (f) LEVELING    3  
 DE7686
 DE7686.Superseded values are not recommended for survey control.
 DE7686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7686.See file dsdata.txt to determine how the superseded data were derived.
 DE7686
 DE7686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4316998324(NAD 83)
 DE7686_MARKER: DD = SURVEY DISK
 DE7686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7686_STAMPING: KOSSUTH N GPS 1993-94
 DE7686_MARK LOGO: WIDT  
 DE7686_PROJECTION: FLUSH
 DE7686_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7686+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2003
 DE7686
 DE7686  HISTORY     - Date     Condition        Report By
 DE7686  HISTORY     - 1993     MONUMENTED       WI-071
 DE7686  HISTORY     - 2001     GOOD             WIDT
 DE7686  HISTORY     - 20030619 GOOD             USPSQD
 DE7686
 DE7686                          STATION DESCRIPTION
 DE7686
 DE7686'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7686'THE STATION IS LOCATED ABOUT 15 KM NORTHWEST OF TWO RIVERS AND 6 KM
 DE7686'WEST OF MISHICOT.  OWNERSHIP--TOWN OF KOSSUTH. TO REACH THE STATION
 DE7686'FROM THE JUNCTION OF INTERSTATE HIGHWAY 43 WITH COUNTY HIGHWAY V
 DE7686'ABOUT 13 KM NORTH-NORTHWEST OF THE CITY OF MANITOWOC, GO EAST ON
 DE7686'COUNTY HIGHWAY V FOR 0.8 KM TO COUNTY HIGHWAY R (PACKER DRIVE), TURN
 DE7686'LEFT AND GO NORTH ON COUNTY HIGHWAY R AND COUNTY HIGHWAY V (PACKER
 DE7686'DRIVE) FOR 0.2 KM TO FOREST HOME DRIVE ON THE RIGHT, TURN RIGHT AND
 DE7686'GO EAST ON FOREST HOME DRIVE FOR 50 M TO PARKWAY ROAD ON THE LEFT,
 DE7686'TURN LEFT AND GO NORTH ON PARKWAY ROAD FOR 1.4 KM TO POLIFKA ROAD ON
 DE7686'THE RIGHT, TURN RIGHT AND GO EAST ON POLIFKA ROAD FOR 0.8 KM TO
 DE7686'FRANCIS CREEK ROAD ON THE LEFT, TURN LEFT AND GO NORTH ON FRANCIS
 DE7686'CREEK ROAD FOR 2.4 KM TO MOODY LANE ON THE RIGHT, CONTINUE NORTH ON
 DE7686'FRANCIS CREEK ROAD FOR 0.3 KM TO THE STATION ON THE LEFT.  THE
 DE7686'STATION IS A BRONZE MANITOWOC COUNTY GEODETIC CONTROL MARKER DISK SET
 DE7686'IN THE TOP OF A 35-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8 M
 DE7686'AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 9.8 M WEST OF
 DE7686'THE CENTERLINE OF FRANCIS CREEK ROAD, 101 M SOUTH OF THE CENTERLINE
 DE7686'OF ZEMAN ROAD, 24.4 M SOUTHWEST OF POWER POLE --2023-2E--, 1 M EAST
 DE7686'OF A CULTIVATED FIELD, AND 1.0 M SOUTH OF A WHITE PLASTIC WITNESS
 DE7686'POST. ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DE7686'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7686
 DE7686                          STATION RECOVERY (2003)
 DE7686
 DE7686'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7686'THE STATION WAS RECOVERED IN GOOD CONDITION.  ADD-- FROM COUNTY
 DE7686'HIGHWAY Y (FISHERVILLE ROAD), GO SOUTH 0.25 MILE TO ZEMAN ROAD.
 DE7686'CONTINUE SOUTH FOR 0.05 MILE TO THE STATION ON THE RIGHT.  IT IS 1 M
 DE7686'NORTH, SOUTH, AND EAST OF THREE ORANGE PLASTIC GUARD POSTS. THERE IS
 DE7686'NO WHITE PLASTIC WITNESS POST PRESENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7658 ***********************************************************************
 DE7658  DESIGNATION -  KOSSUTH W GPS
 DE7658  PID         -  DE7658
 DE7658  STATE/COUNTY-  WI/MANITOWOC
 DE7658  USGS QUAD   -  WHITELAW (1978)
 DE7658
 DE7658                         *CURRENT SURVEY CONTROL
 DE7658  ___________________________________________________________________
 DE7658* NAD 83(1997)-  44 11 48.23783(N)    087 47 54.17759(W)     ADJUSTED  
 DE7658* NAVD 88     -       259.742  (meters)     852.17   (feet)  ADJUSTED  
 DE7658  ___________________________________________________________________
 DE7658  X           -     175,961.669 (meters)                     COMP
 DE7658  Y           -  -4,577,043.569 (meters)                     COMP
 DE7658  Z           -   4,423,946.084 (meters)                     COMP
 DE7658  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 DE7658  ELLIP HEIGHT-         223.71  (meters)          (06/11/03) GPS OBS
 DE7658  GEOID HEIGHT-         -36.05  (meters)                     GEOID03
 DE7658  DYNAMIC HT  -         259.702 (meters)     852.04  (feet)  COMP
 DE7658  MODELED GRAV-     980,457.4   (mgal)                       NAVD 88
 DE7658
 DE7658  HORZ ORDER  -  FIRST
 DE7658  VERT ORDER  -  SECOND    CLASS I
 DE7658  ELLP ORDER  -  THIRD     CLASS I
 DE7658
 DE7658.The horizontal coordinates were established by GPS observations
 DE7658.and adjusted by the National Geodetic Survey in June 2003..
 DE7658
 DE7658.The orthometric height was determined by differential leveling
 DE7658.and adjusted by the National Geodetic Survey in May 2003..
 DE7658.No vertical observational check was made to the station.
 DE7658
 DE7658.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7658
 DE7658.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7658
 DE7658.The ellipsoidal height was determined by GPS observations
 DE7658.and is referenced to NAD 83.
 DE7658
 DE7658.The geoid height was determined by GEOID03.
 DE7658
 DE7658.The dynamic height is computed by dividing the NAVD 88
 DE7658.geopotential number by the normal gravity value computed on the
 DE7658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7658.degrees latitude (g = 980.6199 gals.).
 DE7658
 DE7658.The modeled gravity was interpolated from observed gravity values.
 DE7658
 DE7658;                    North         East     Units Scale Factor Converg.
 DE7658;SPC WI S     -   246,370.349   775,983.475   MT  1.00002902   +1 30 45.9
 DE7658;SPC WI S     -   808,300.05  2,545,872.45   sFT  1.00002902   +1 30 45.9
 DE7658;UTM  16      - 4,894,033.766   436,202.205   MT  0.99965006   -0 33 23.7
 DE7658
 DE7658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7658!SPC WI S     -   0.99996492  x   1.00002902  =   0.99999394
 DE7658!UTM  16      -   0.99996492  x   0.99965006  =   0.99961500
 DE7658
 DE7658                          SUPERSEDED SURVEY CONTROL
 DE7658
 DE7658  NAVD 88 (06/11/03)  259.74   (m)          852.2    (f) LEVELING    3  
 DE7658
 DE7658.Superseded values are not recommended for survey control.
 DE7658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7658.See file dsdata.txt to determine how the superseded data were derived.
 DE7658
 DE7658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3620294034(NAD 83)
 DE7658_MARKER: DD = SURVEY DISK
 DE7658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7658_STAMPING: KOSSUTH W GPS 1993-94
 DE7658_MARK LOGO: WIDT  
 DE7658_PROJECTION: FLUSH
 DE7658_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7658+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2005
 DE7658
 DE7658  HISTORY     - Date     Condition        Report By
 DE7658  HISTORY     - 1993     MONUMENTED       WI-071
 DE7658  HISTORY     - 20000815 GOOD             WIDT
 DE7658  HISTORY     - 20030619 GOOD             USPSQD
 DE7658  HISTORY     - 20050906 GOOD             WIDT
 DE7658
 DE7658                          STATION DESCRIPTION
 DE7658
 DE7658'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7658'THE STATION IS LOCATED ABOUT 16 KM NORTH-NORTHWEST OF MANITOWOC AND
 DE7658'13 KM SOUTHWEST OF MISHICOT. OWNERSHIP--MANITOWOC COUNTY.  TO REACH
 DE7658'THE STATION FROM THE JUNCTION OF INTERSTATE 43 WITH COUNTY HIGHWAY V
 DE7658'(HILLCREST ROAD) ABOUT 13 KM NORTH-NORTHWEST OF THE CITY OF
 DE7658'MANITOWOC, GO WEST ON COUNTY HIGHWAY V (HILLCREST ROAD) FOR 4.0 KM TO
 DE7658'WAGE ROAD ON THE RIGHT, CONTINUE WEST ON COUNTY HIGHWAY V (HILLCREST
 DE7658'ROAD) FOR 1.4 KM TO THE STATION ON THE RIGHT.  THE STATION IS A
 DE7658'BRONZE MANITOWOC COUNTY CONTROL STATION DISK SET IN THE TOP OF A
 DE7658'37-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8 M AND ABOUT LEVEL
 DE7658'WITH THE HIGHWAY PAVEMENT.  THE STATION IS 9.8 M NORTH OF THE
 DE7658'CENTERLINE OF COUNTY HIGHWAY V (HILLCREAT ROAD) , 0.2 KM
 DE7658'EAST-NORTHEAST OF COUNTY HIGHWAY T, 70.9 M WEST OF A WOOD POST FOR A
 DE7658'--STOP AHEAD-- SIGN, 52.9 M NORTHWEST OF POWER POLE --2023-19W18--,
 DE7658'28.0 M EAST-NORTHEAST OF A WOOD POST FOR A --CTH T CTH V END-- SIGN,
 DE7658'25.5 M NORTHWEST OF TELEPHONE PEDESTAL --1281--, 1 M NORTHEAST OF A
 DE7658'CULTIVATED FIELD, AND 1.5 M NORTHEAST OF A WHITE PLASTIC WITNESS
 DE7658'POST.  --NOTE--THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DE7658'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7658
 DE7658                          STATION RECOVERY (2003)
 DE7658
 DE7658'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7658'THE STATION WAS RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS
 DE7658'0.15 MILE EAST OF COUNTY HIGHWAY T.  IT IS 1 M EAST, WEST, AND NORTH
 DE7658'OF THREE ORANGE PLASTIC WITNESS POSTS.
 DE7658
 DE7658                          STATION RECOVERY (2005)
 DE7658
 DE7658'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7658'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 52.5 M (NOT 25.5
 DE7658'M) NORTHWEST OF TELEPHONE PEDESTAL --1281--.  ADD-- THE STATION IS 1.5
 DE7658'M NORTHEAST OF A WHITE PLASTIC COUNTY --GPS SURVEY MARKER-- POST, AND
 DE7658'1.0 M EAST, 1.0 M WEST, AND 1.0 M NORTH OF THREE 4X4 ORANGE PLASTIC
 DE7658'GUARD POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB8467 ***********************************************************************
 AB8467  DESIGNATION -  KRANTZ
 AB8467  PID         -  AB8467
 AB8467  STATE/COUNTY-  WI/BURNETT
 AB8467  USGS QUAD   -  TIMBERLAND (1982)
 AB8467
 AB8467                         *CURRENT SURVEY CONTROL
 AB8467  ___________________________________________________________________
 AB8467* NAD 83(1997)-  45 41 00.22253(N)    092 02 00.40614(W)     ADJUSTED  
 AB8467* NAVD 88     -       417.0    (meters)    1368.     (feet)  GPS OBS   
 AB8467  ___________________________________________________________________
 AB8467  X           -    -158,389.801 (meters)                     COMP
 AB8467  Y           -  -4,461,026.228 (meters)                     COMP
 AB8467  Z           -   4,541,010.319 (meters)                     COMP
 AB8467  LAPLACE CORR-         -13.30  (seconds)                    DEFLEC99
 AB8467  ELLIP HEIGHT-         388.08  (meters)          (01/30/03) GPS OBS
 AB8467  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 AB8467
 AB8467  HORZ ORDER  -  FIRST
 AB8467  ELLP ORDER  -  FOURTH    CLASS I
 AB8467
 AB8467.The horizontal coordinates were established by GPS observations
 AB8467.and adjusted by the National Geodetic Survey in January 2003..
 AB8467
 AB8467.The orthometric height was determined by GPS observations and a
 AB8467.high-resolution geoid model.
 AB8467
 AB8467.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8467
 AB8467.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8467
 AB8467.The ellipsoidal height was determined by GPS observations
 AB8467.and is referenced to NAD 83.
 AB8467
 AB8467.The geoid height was determined by GEOID03.
 AB8467
 AB8467;                    North         East     Units Scale Factor Converg.
 AB8467;SPC WI N     -    59,458.763   441,606.902   MT  0.99998086   -1 28 00.7
 AB8467;SPC WI N     -   195,074.29  1,448,838.64   sFT  0.99998086   -1 28 00.7
 AB8467;UTM  15      - 5,059,325.765   575,268.139   MT  0.99966965   +0 41 29.7
 AB8467
 AB8467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8467!SPC WI N     -   0.99993916  x   0.99998086  =   0.99992002
 AB8467!UTM  15      -   0.99993916  x   0.99966965  =   0.99960883
 AB8467
 AB8467                          SUPERSEDED SURVEY CONTROL
 AB8467
 AB8467  NAD 83(1991)-  45 41 00.22170(N)    092 02 00.40302(W) AD(       ) 1
 AB8467  ELLIP H (12/09/96)  388.13   (m)                       GP(       ) 4 1
 AB8467
 AB8467.Superseded values are not recommended for survey control.
 AB8467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8467.See file dsdata.txt to determine how the superseded data were derived.
 AB8467
 AB8467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7526859326(NAD 83)
 AB8467_MARKER: DD = SURVEY DISK
 AB8467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8467_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8467+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB8467
 AB8467  HISTORY     - Date     Condition        Report By
 AB8467  HISTORY     - 1993     MONUMENTED       WI-013
 AB8467
 AB8467                          STATION DESCRIPTION
 AB8467
 AB8467'DESCRIBED BY BURNETT COUNTY WISCONSIN 1993
 AB8467'THE STATION IS LOCATED 9.1 MI (14.6 KM) SOUTH OF THE INTERSECTION OF
 AB8467'STATE HIGHWAY 70 AND THE BURNETT AND WASHBURN COUNTY LINE (ALSO COUNTY
 AB8467'LINE ROAD) , 18.2 MI (29.3 KM) SOUTHEAST OF THE VILLAGE OF SIREN, 9.6
 AB8467'MI (15.4 KM) SOUTHEAST OF THE INTERSECTION OF STATE HIGHWAY 70 AND
 AB8467'COUNTY ROAD H, IN THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER,
 AB8467'SECTION 13, T37N, R14W, TOWN OF ROOSEVELT.  TO REACH THE STATION FROM
 AB8467'THE INTERSECTION OF STATE HIGHWAY 70 AND COUNTY ROAD H GO SOUTH ALONG
 AB8467'COUNTY ROAD H 9.1 MI (14.6 KM) TO COUNTY ROAD J, GO EAST ALONG COUNTY
 AB8467'ROAD J 2.9 MI (4.7 KM) TO STATION LOCATED 506 FEET (154.2 M) WEST OF
 AB8467'WASHBURN AND BURNETT COUNTY LINE (POSTED SIGN) , 26 FEET (7.9 M) NORTH
 AB8467'OF COUNTY ROAD J.  FIBERGLASS WITNESS POST SET 2 FEET (0.6 M) SOUTH OF
 AB8467'THE STATION.  THE STATION MARKER IS SET IN A 30 CM DIAMETER CONCRETE
 AB8467'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB8479 ***********************************************************************
 AB8479  DESIGNATION -  KRANTZ 2
 AB8479  PID         -  AB8479
 AB8479  STATE/COUNTY-  WI/BURNETT
 AB8479  USGS QUAD   -  TIMBERLAND (1982)
 AB8479
 AB8479                         *CURRENT SURVEY CONTROL
 AB8479  ___________________________________________________________________
 AB8479* NAD 83(1997)-  45 41 00.84717(N)    092 04 16.83553(W)     ADJUSTED  
 AB8479* NAVD 88     -       356.6    (meters)    1170.     (feet)  GPS OBS   
 AB8479  ___________________________________________________________________
 AB8479  X           -    -161,338.397 (meters)                     COMP
 AB8479  Y           -  -4,460,864.669 (meters)                     COMP
 AB8479  Z           -   4,540,980.720 (meters)                     COMP
 AB8479  LAPLACE CORR-         -14.86  (seconds)                    DEFLEC99
 AB8479  ELLIP HEIGHT-         327.88  (meters)          (01/30/03) GPS OBS
 AB8479  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 AB8479
 AB8479  HORZ ORDER  -  FIRST
 AB8479  ELLP ORDER  -  FOURTH    CLASS I
 AB8479
 AB8479.The horizontal coordinates were established by GPS observations
 AB8479.and adjusted by the National Geodetic Survey in January 2003..
 AB8479
 AB8479.The orthometric height was determined by GPS observations and a
 AB8479.high-resolution geoid model.
 AB8479
 AB8479.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8479
 AB8479.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8479
 AB8479.The ellipsoidal height was determined by GPS observations
 AB8479.and is referenced to NAD 83.
 AB8479
 AB8479.The geoid height was determined by GEOID03.
 AB8479
 AB8479;                    North         East     Units Scale Factor Converg.
 AB8479;SPC WI N     -    59,554.320   438,656.118   MT  0.99998083   -1 29 39.1
 AB8479;SPC WI N     -   195,387.80  1,439,157.61   sFT  0.99998083   -1 29 39.1
 AB8479;UTM  15      - 5,059,310.117   572,316.776   MT  0.99966429   +0 39 52.1
 AB8479
 AB8479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8479!SPC WI N     -   0.99994860  x   0.99998083  =   0.99992943
 AB8479!UTM  15      -   0.99994860  x   0.99966429  =   0.99961291
 AB8479
 AB8479                          SUPERSEDED SURVEY CONTROL
 AB8479
 AB8479  NAD 83(1991)-  45 41 00.84633(N)    092 04 16.83273(W) AD(       ) 1
 AB8479  ELLIP H (12/09/96)  327.93   (m)                       GP(       ) 4 1
 AB8479
 AB8479.Superseded values are not recommended for survey control.
 AB8479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8479.See file dsdata.txt to determine how the superseded data were derived.
 AB8479
 AB8479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7231759310(NAD 83)
 AB8479_MARKER: DD = SURVEY DISK
 AB8479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8479_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8479+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB8479
 AB8479  HISTORY     - Date     Condition        Report By
 AB8479  HISTORY     - 1993     MONUMENTED       WI-013
 AB8479
 AB8479                          STATION DESCRIPTION
 AB8479
 AB8479'DESCRIBED BY BURNETT COUNTY WISCONSIN 1993
 AB8479'THE STATION IS LOCATED 9.3 MI (15.0 KM) SOUTHWEST OF THE INTERSECTION
 AB8479'OF STATE HIGHWAY 70 AND THE BURNETT AND WASHBURN COUNTY LINE (ALSO
 AB8479'COUNTY LINE ROAD) , 16.5 SOUTHEAST OF THE VILLAGE OF SIREN, 9.2 MI
 AB8479'(14.8 KM) SOUTHEAST OF THE INTERSECTION OF STATE HIGHWAY 70 AND COUNTY
 AB8479'ROAD H, IN THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER, SECTION 14,
 AB8479'T37N, R14W, TOWN OF ROOSEVELT.  TO REACH THE STATION FROM THE
 AB8479'INTERSECTION OF STATE HIGHWAY 70 AND COUNTY ROAD H GO SOUTH ALONG
 AB8479'COUNTY ROAD H 9.1 MI (14.6 KM) TO COUNTY ROAD J, GO EAST ALONG COUNTY
 AB8479'ROAD J 1.1 MI, (1.8 KM) TO THE STATION LOCATED 372 FEET (113.4 M) EAST
 AB8479'OF DRIVE FOR ADDRESS NUMBER 1806, 721 FEET (219.8 M) EAST OF THE SOUTH
 AB8479'FORK OF THE CLAM RIVER, 25 FEET (7.6 M) NORTH OF COUNTY ROAD J.
 AB8479'FIBERGLASS WITNESS POST SET 8 FEET (2.4 M) NORTH OF THE STATION. THE
 AB8479'STATION MARKER IS SET IN A 30 CM ROUND CONCRETE MONUMENT 6 CM BELOW
 AB8479'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0684 ***********************************************************************
 RM0684  DESIGNATION -  KRAUSE
 RM0684  PID         -  RM0684
 RM0684  STATE/COUNTY-  WI/ASHLAND
 RM0684  USGS QUAD   -  MELLEN (1980)
 RM0684
 RM0684                         *CURRENT SURVEY CONTROL
 RM0684  ___________________________________________________________________
 RM0684* NAD 83(1991)-  46 20 32.06255(N)    090 41 39.72427(W)     ADJUSTED  
 RM0684* NAVD 88     -       446.     (meters)    1463.     (feet)  SCALED    
 RM0684  ___________________________________________________________________
 RM0684  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 RM0684  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 RM0684
 RM0684  HORZ ORDER  -  THIRD
 RM0684
 RM0684.The horizontal coordinates were established by classical geodetic methods
 RM0684.and adjusted by the National Geodetic Survey in November 1991..
 RM0684
 RM0684.The orthometric height was scaled from a topographic map.
 RM0684
 RM0684.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0684
 RM0684.The geoid height was determined by GEOID03.
 RM0684
 RM0684;                    North         East     Units Scale Factor Converg.
 RM0684;SPC WI N     -   130,892.995   546,547.919   MT  0.99994997   -0 30 03.2
 RM0684;SPC WI N     -   429,438.10  1,793,132.63   sFT  0.99994997   -0 30 03.2
 RM0684;UTM  15      - 5,134,657.192   677,424.340   MT  0.99998697   +1 40 06.6
 RM0684
 RM0684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0684!SPC WI N     -   0.99993489  x   0.99994997  =   0.99988487
 RM0684!UTM  15      -   0.99993489  x   0.99998697  =   0.99992186
 RM0684
 RM0684:                Primary Azimuth Mark                     Grid Az
 RM0684:SPC WI N     -  KRAUSE AZ MK                             092 25 48.9
 RM0684:UTM  15      -  KRAUSE AZ MK                             090 15 39.1
 RM0684
 RM0684|---------------------------------------------------------------------|
 RM0684| PID    Reference Object                     Distance      Geod. Az  |
 RM0684|                                                           dddmmss.s |
 RM0684| CJ3183 KRAUSE AZ MK                                       0915545.7 |
 RM0684| CJ3184 KRAUSE RM 1                          17.368 METERS 18001     |
 RM0684| CJ3185 KRAUSE RM 2                           9.380 METERS 26135     |
 RM0684|---------------------------------------------------------------------|
 RM0684
 RM0684                          SUPERSEDED SURVEY CONTROL
 RM0684
 RM0684  NAD 83(1986)-  46 20 32.05666(N)    090 41 39.71768(W) AD(       ) 3
 RM0684  NAD 27      -  46 20 32.23600(N)    090 41 39.05300(W) AD(       ) 3
 RM0684
 RM0684.Superseded values are not recommended for survey control.
 RM0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0684.See file dsdata.txt to determine how the superseded data were derived.
 RM0684
 RM0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM7742434657(NAD 83)
 RM0684_MARKER: DS = TRIANGULATION STATION DISK
 RM0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0684
 RM0684  HISTORY     - Date     Condition        Report By
 RM0684  HISTORY     - 1952     MONUMENTED       CGS
 RM0684
 RM0684                          STATION DESCRIPTION
 RM0684
 RM0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 RM0684'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTHEAST OF HIGHBRIDGE
 RM0684'AND 2.0 MILES NORTHWEST OF MELLEN ON A BARE HILL.
 RM0684'
 RM0684'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 RM0684'77 AND 13 IN MELLEN, GO NORTH ON STATE HIGHWAY 13 FOR 2.5
 RM0684'MILES TO COUNTY HIGHWAY C TO THE LEFT.  TURN LEFT, GO WEST
 RM0684'0.2 MILE TO A CROSSROADS.  TURN LEFT, GO SOUTH 1.0 MILE TO
 RM0684'A ROAD RIGHT.  TURN RIGHT, GO WEST 0.75 MILE TO THE AZIMUTH
 RM0684'MARK ON THE LEFT.  CONTINUE WEST 0.25 MILE
 RM0684'TO THE TOP OF HILL AND THE STATION ON THE RIGHT.
 RM0684'
 RM0684'THE STATION MARK IS STAMPED KRAUSE 1952.  IT IS A STANDARD
 RM0684'DISK SET IN A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 RM0684'LEVEL.  IT IS 31 FEET NORTH OF THE CENTERLINE OF A GRAVEL
 RM0684'ROAD, 5 FEET NORTHEAST OF A WHITE WITNESS POST AND 5 FEET NORTH
 RM0684'OF A WIRE FENCE.
 RM0684'
 RM0684'REFERENCE MARK 1 IS STAMPED KRAUSE NO 1 1952.  IT IS A STANDARD
 RM0684'DISK SET IN A CONCRETE MONUMENT THAT IS SET FLUSH WITH THE
 RM0684'GROUND LEVEL.  IT IS 36 FEET EAST OF TELEPHONE POLE NUMBER 9213
 RM0684'AND 26 FEET SOUTH OF THE CENTERLINE OF A GRAVEL ROAD.
 RM0684'
 RM0684'REFERENCE MARK 2 IS STAMPED KRAUSE NO 2 1952.  IT IS A STANDARD
 RM0684'DISK SET IN A CONCRETE MONUMENT THAT IS SET FLUSH WITH THE
 RM0684'GROUND LEVEL.  IT IS IN A FENCELINE 26 FEET NORTH OF THE
 RM0684'CENTERLINE OF A GRAVEL ROAD.
 RM0684'
 RM0684'THE AZIMUTH MARK IS STAMPED KRAUSE 1952.  IT IS A STANDARD DISK
 RM0684'SET IN A CONCRETE MONUMENT THAT IS SET FLUSH WITH THE GROUND
 RM0684'LEVEL.  IT IS 21 FEET SOUTH OF THE CENTERLINE OF A GRAVEL
 RM0684'ROAD, 6 FEET SOUTHWEST OF TELEPHONE POLE NUMBER 9202 1/2, 6
 RM0684'FEET NORTHWEST OF TELEPHONE POLE NUMBER 9202 AND 3 FEET SOUTH OF
 RM0684'A WHITE WITNESS POST.
 RM0684'
 RM0684'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1274 ***********************************************************************
 NH1274  DESIGNATION -  KREBS
 NH1274  PID         -  NH1274
 NH1274  STATE/COUNTY-  WI/ROCK
 NH1274  USGS QUAD   -  CLINTON (1976)
 NH1274
 NH1274                         *CURRENT SURVEY CONTROL
 NH1274  ___________________________________________________________________
 NH1274* NAD 83(1991)-  42 37 27.57734(N)    088 51 36.18410(W)     ADJUSTED  
 NH1274* NAVD 88     -       297.     (meters)     974.     (feet)  SCALED    
 NH1274  ___________________________________________________________________
 NH1274  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 NH1274  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 NH1274
 NH1274  HORZ ORDER  -  FIRST
 NH1274
 NH1274.The horizontal coordinates were established by classical geodetic methods
 NH1274.and adjusted by the National Geodetic Survey in November 1991..
 NH1274
 NH1274.The orthometric height was scaled from a topographic map.
 NH1274
 NH1274.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1274
 NH1274.The geoid height was determined by GEOID03.
 NH1274
 NH1274;                    North         East     Units Scale Factor Converg.
 NH1274;SPC WI S     -    69,997.126   693,516.123   MT  1.00002376   +0 46 59.7
 NH1274;SPC WI S     -   229,648.90  2,275,310.81   sFT  1.00002376   +0 46 59.7
 NH1274;UTM  16      - 4,720,775.290   347,467.664   MT  0.99988625   -1 15 35.5
 NH1274
 NH1274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1274!SPC WI S     -   0.99995872  x   1.00002376  =   0.99998248
 NH1274!UTM  16      -   0.99995872  x   0.99988625  =   0.99984498
 NH1274
 NH1274:                Primary Azimuth Mark                     Grid Az
 NH1274:SPC WI S     -  KREBS AZ MK                              359 38 39.6
 NH1274:UTM  16      -  KREBS AZ MK                              001 41 14.8
 NH1274
 NH1274|---------------------------------------------------------------------|
 NH1274| PID    Reference Object                     Distance      Geod. Az  |
 NH1274|                                                           dddmmss.s |
 NH1274| CI9936 KREBS AZ MK                                        0002539.3 |
 NH1274| CI9937 KREBS RM 1                           34.751 METERS 04310     |
 NH1274| NH1256 DARIEN DEAN MILK CO STACK           APPROX.12.3 KM 1015609.1 |
 NH1274| CI9938 KREBS RM 2                           25.810 METERS 11141     |
 NH1274| NH1248 WALWORTH MUNICIPAL TANK             APPROX.23.6 KM 1152339.3 |
 NH1274| NH1251 SHARON MUNICIPAL TANK               APPROX.17.0 KM 1420611.1 |
 NH1274| CI9939 KREBS RM 3                                         18001     |
 NH1274| NH1273 CLINTON MUNICIPAL TANK              APPROX. 7.0 KM 1822232.1 |
 NH1274| NH1355 BELOIT IRON WORKS STACK             APPROX.19.7 KM 2264239.5 |
 NH1274| NH1282 SHOPIERE CONG CH SPIRE              APPROX. 8.8 KM 2270217.5 |
 NH1274| NH1364 BELOIT WISC P AND L CO S STACK      APPROX.19.3 KM 2270708.1 |
 NH1274| NH1365 BELOIT WISC P AND L CO N STACK      APPROX.19.3 KM 2271329.2 |
 NH1274| NH1347 BELOIT MUNICIPAL TANK               APPROX.19.0 KM 2274055.7 |
 NH1274| NH1349 BELOIT FAIRBANKS MORSE CO S TK      APPROX.18.7 KM 2274332.0 |
 NH1274| NH1359 BELOIT FAIRBANKS MORSE CO N TK      APPROX.18.7 KM 2283655.6 |
 NH1274| NH1348 BELOIT FAIRBANKS MORSE CO STK       APPROX.18.6 KM 2284543.6 |
 NH1274| NH1357 ROCKFORD PORTAGE AIRWAY BN 1        APPROX.16.8 KM 2372115.4 |
 NH1274| NH1326 JANESVILLE GM PARTS CO STK          APPROX.14.1 KM 2885728.9 |
 NH1274| NH1322 JANESVILLE ST MARYS CH SPIRE        APPROX.14.8 KM 2971839.4 |
 NH1274| NH1346 JANESVILLE CO INST AND HOME TK      APPROX.17.8 KM 3092210.7 |
 NH1274|---------------------------------------------------------------------|
 NH1274
 NH1274                          SUPERSEDED SURVEY CONTROL
 NH1274
 NH1274  NAD 83(1986)-  42 37 27.57353(N)    088 51 36.18867(W) AD(       ) 1
 NH1274  NAD 27      -  42 37 27.52700(N)    088 51 35.79800(W) AD(       ) 1
 NH1274
 NH1274.Superseded values are not recommended for survey control.
 NH1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1274.See file dsdata.txt to determine how the superseded data were derived.
 NH1274
 NH1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4746820775(NAD 83)
 NH1274_MARKER: DS = TRIANGULATION STATION DISK
 NH1274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1274
 NH1274  HISTORY     - Date     Condition        Report By
 NH1274  HISTORY     - 1935     MONUMENTED       CGS
 NH1274  HISTORY     - 1957     GOOD             CGS
 NH1274  HISTORY     - 19950708 MARK NOT FOUND   USPSQD
 NH1274  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH1274
 NH1274                          STATION DESCRIPTION
 NH1274
 NH1274'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1274'THIS STATION IS 4.7 MILES AIRLINE NORTH OF CLINTON ON WISCONSIN
 NH1274'HIGHWAY 140.  IN SEC. 20, T 2 N, R 14 E.  ON LAND OWNED
 NH1274'AND OCCUPIED BY MR. HERMAN L. KREBS.  THE STATION MARK IS AT
 NH1274'THE WEST SIDE OF WIS. 140.  AT NORTHEAST CORNER OF ORCHARD
 NH1274'TO NORTH OF MR. KREBS HOUSE.  0.45 MILE SOUTH OF POINT WHERE
 NH1274'WIS. 140 TURNS WEST.  0.4 MILE SOUTH OF RAILROAD CROSSING.
 NH1274'0.05 MILE SOUTH OF GRAVEL ROAD LEADING EAST.  ABOUT 50 YARDS
 NH1274'NORTHEAST OF MR. KREBS HOUSE.  143.5 FEET NORTHEAST OF
 NH1274'NORTHEAST CORNER OF CHICKEN HOUSE.  22 FEET SOUTH-SOUTHWEST OF
 NH1274'NORTHEAST FENCE CORNER OF ORCHARD.  44.5 FEET WEST OF
 NH1274'CENTERLINE OF WIS. 140.  14.5 FEET WEST OF WEST
 NH1274'RIGHT-OF-WAY FENCE LINE.  19 FEET NORTH OF MOST
 NH1274'NORTHEASTERN APPLE TREE.  THE MARK IS 12 INCHES
 NH1274'UNDERGROUND.
 NH1274'
 NH1274'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 NH1274'TABLETS SET IN CONCRETE AS DESCRIBED.
 NH1274'
 NH1274'REFERENCE MARK NO. 1 IS NORTHEAST AND ACROSS ROAD FROM STATION.
 NH1274'31 FEET EAST OF CENTER-LINE OF WIS. 140.  AT WEST SIDE OF
 NH1274'CULTIVATED FIELD.  1 FOOT EAST OF EAST RIGHT-OF-WAY FENCE
 NH1274'LINE.  THE MARK PROJECTS 6 INCHES.
 NH1274'
 NH1274'REFERENCE MARK NO. 2 IS EAST-SOUTHEAST AND ACROSS ROAD FROM
 NH1274'STATION.  31 FEET EAST OF CENTERLINE OF WIS. 140.  AT WEST
 NH1274'SIDE OF CULTIVATED FIELD.  1 FOOT EAST OF EAST RIGHT-OF-WAY
 NH1274'FENCE LINE.  THE MARK PROJECTS 6 INCHES.  THE DISTANCE BETWEEN
 NH1274'THE REFERENCE MARKS IS 114.00 FEET.
 NH1274'
 NH1274'THE AZIMUTH MARK IS NORTH OF THE STATION AT NORTH SIDE OF
 NH1274'EAST-WEST GRAVEL ROAD, DIRECTLY NORTH OF T-INTERSECTION OF
 NH1274'GRAVEL ROADS.  0.15 MILE NORTH OF RAILROAD CROSSING ON WIS.
 NH1274'140.  0.1 MILE NORTH OF POINT WHERE 140 CURVES WEST.  25 FEET
 NH1274'NORTH OF CENTERLINE OF ROAD.  1 FOOT SOUTH OF NORTH RIGHT-OF-WAY
 NH1274'FENCE LINE.  10 FEET NORTHWEST OF TELEPHONE POLE.  THE MARK
 NH1274'PROJECTS 6 INCHES.
 NH1274'
 NH1274'TO REACH THE STATION FROM JUNCTION OF WIS. 15 AND WIS. 140
 NH1274'IN CLINTON GO NORTH ON WIS. 140 4.7 MILES TO STATION AS
 NH1274'DESCRIBED ABOVE.
 NH1274'
 NH1274'A 100-FOOT SIGNAL AT MYERS IS VISIBLE AT 37 FEET.
 NH1274'
 NH1274'A 110-FOOT SIGNAL AT BUFFALO 1920 WAS OBSERVED THROUGH TREES
 NH1274'AT 90 FEET.  130-FOOT SIGNAL AT BUFFALO 1920 IS NECESSARY
 NH1274'FOR CLEARING TREE WITH 90 FOOT TOWER AT KREBS.
 NH1274'
 NH1274'A 74-FOOT SIGNAL AT BLACK IS VISIBLE AT 64 FEET.
 NH1274'
 NH1274'A 74-FOOT SIGNAL AT CENTRAL IS VISIBLE AT 37 FEET.
 NH1274'
 NH1274'A 100-FOOT SIGNAL AT JANESVILLE IS VISIBLE AT 77 FEET.
 NH1274'
 NH1274'A 100-FOOT SIGNAL AT DUNN R.M. 1920 IS VISIBLE AT THE GROUND.
 NH1274'
 NH1274'A 100-FOOT SIGNAL AT WEEKS IS VISIBLE AT 20 FEET.
 NH1274
 NH1274                          STATION RECOVERY (1957)
 NH1274
 NH1274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1274'THE STATION AND ALL MARKS WERE FOUND AS DESCRIBED AND IN GOOD
 NH1274'CONDITION.  THE ORCHARD MENTIONED IN THE 1935 DESCRIPTION
 NH1274'AND ALSO THE CHICKEN HOUSE ARE NO LONGER THERE AND THE
 NH1274'STATION IS NOW 55 FEET NORTHWEST OF A FENCE CORNER.  THE
 NH1274'DISTANCE TO THE REFERENCE MARKS CHECKED BUT THE DISTANCE
 NH1274'TO THE AZIMUTH MARK WAS FOUND TO BE 0.6 MILE RATHER THAN
 NH1274'0.55 MILE FROM THE STATION.  THE DIRECTION TO REFERENCE MARK
 NH1274'2 BUT THE DIRECTION TO REFERENCE MARK 1 DID NOT CHECK BY
 NH1274'2 MINUTES AND 20 SECONDS.
 NH1274'
 NH1274'AT THIS TIME REFERENCE MARK 3 WAS ESTABLISHED BY THIS PARTY
 NH1274'AND THE TOWER WAS BUILT OVER IT BECAUSE OF POWER LINES CLOSE
 NH1274'TO THE ORIGINAL STATION.  IT IS 54 FEET NORTHEAST OF THE
 NH1274'NORTHEAST CORNER OF MR. KREBS HOUSE, 54 FEET WEST OF THE
 NH1274'CENTERLINE OF STATE HIGHWAY 140, 23 FEET SOUTHWEST OF A FENCE
 NH1274'CORNER, 14 FEET WEST OF A FENCE AND 14 FEET WEST OF A WHITE
 NH1274'WITNESS POST.  THE MONUMENT IS UNDERGROUND 10 INCHES AND
 NH1274'THE DISK IS STAMPED KREBS NO 3 1935.
 NH1274
 NH1274                          STATION RECOVERY (1995)
 NH1274
 NH1274'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1274'MARK NOT FOUND.
 NH1274
 NH1274                          STATION RECOVERY (2001)
 NH1274
 NH1274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1274'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CI9937 ***********************************************************************
 CI9937  HT_MOD      -  This is a Height Modernization Survey Station.
 CI9937  DESIGNATION -  KREBS RM 1
 CI9937  PID         -  CI9937
 CI9937  STATE/COUNTY-  WI/ROCK
 CI9937  USGS QUAD   -  CLINTON (1976)
 CI9937
 CI9937                         *CURRENT SURVEY CONTROL
 CI9937  ___________________________________________________________________
 CI9937* NAD 83(1997)-  42 37 28.39488(N)    088 51 35.14531(W)     ADJUSTED  
 CI9937* NAVD 88     -       296.37   (meters)     972.3    (feet)  GPS OBS   
 CI9937  ___________________________________________________________________
 CI9937  X           -      93,537.816 (meters)                     COMP
 CI9937  Y           -  -4,699,560.368 (meters)                     COMP
 CI9937  Z           -   4,297,083.367 (meters)                     COMP
 CI9937  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 CI9937  ELLIP HEIGHT-         262.61  (meters)          (04/02/04) GPS OBS
 CI9937  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 CI9937
 CI9937  HORZ ORDER  -  FIRST
 CI9937  ELLP ORDER  -  FOURTH    CLASS I
 CI9937
 CI9937.The horizontal coordinates were established by GPS observations
 CI9937.and adjusted by the WI DEPT OF TRANSP in April 2004..
 CI9937
 CI9937.The orthometric height was determined by GPS observations and a
 CI9937.high-resolution geoid model using precise GPS observation and
 CI9937.processing techniques.
 CI9937
 CI9937.Photographs are available for this station.
 CI9937
 CI9937.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CI9937
 CI9937.The Laplace correction was computed from DEFLEC99 derived deflections.
 CI9937
 CI9937.The ellipsoidal height was determined by GPS observations
 CI9937.and is referenced to NAD 83.
 CI9937
 CI9937.The geoid height was determined by GEOID03.
 CI9937
 CI9937;                    North         East     Units Scale Factor Converg.
 CI9937;SPC WI S     -    70,022.675   693,539.448   MT  1.00002371   +0 47 00.5
 CI9937;SPC WI S     -   229,732.73  2,275,387.34   sFT  1.00002371   +0 47 00.5
 CI9937;UTM  16      - 4,720,799.988   347,491.882   MT  0.99988616   -1 15 34.8
 CI9937
 CI9937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CI9937!SPC WI S     -   0.99995882  x   1.00002371  =   0.99998253
 CI9937!UTM  16      -   0.99995882  x   0.99988616  =   0.99984498
 CI9937
 CI9937                          SUPERSEDED SURVEY CONTROL
 CI9937
 CI9937.No superseded survey control is available for this station.
 CI9937
 CI9937_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4749220800(NAD 83)
 CI9937_MARKER: DR = REFERENCE MARK DISK
 CI9937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CI9937_STAMPING: KREBS NO 1 1935
 CI9937_MARK LOGO: CGS   
 CI9937_PROJECTION: PROJECTING 20 CENTIMETERS
 CI9937_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CI9937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CI9937+STABILITY: SURFACE MOTION
 CI9937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CI9937+SATELLITE: SATELLITE OBSERVATIONS - 2002
 CI9937
 CI9937  HISTORY     - Date     Condition        Report By
 CI9937  HISTORY     - 1935     MONUMENTED       CGS
 CI9937  HISTORY     - 2002     GOOD             WIDT
 CI9937
 CI9937                          STATION DESCRIPTION
 CI9937
 CI9937'DESCRIBED BY WI DEPT OF TRANSP 2002 (DJH)
 CI9937'THE STATION IS LOCATED ABOUT 18 KM NORTHEAST OF BELOIT AND 14 KM
 CI9937'SOUTHEAST OF JANESVILLE.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 CI9937'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY
 CI9937'14 AND STATE HIGHWAY 11 WITH STATE HIGHWAY 140 ABOUT 13 KM
 CI9937'EAST-SOUTHEAST OF JANESVILLE, GO SOUTH ON STATE HIGHWAY 140 FOR 3.6 KM
 CI9937'TO BRADFORD TOWN HALL ROAD, CONTINUE SOUTH ON STATE HIGHWAY 140 FOR
 CI9937'0.1 KM TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE US COAST
 CI9937'AND GEODETIC REFERENCE MARK DISK SET IN THE TOP OF A 40-CM SQUARE
 CI9937'CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 CI9937'9.7 M EAST OF THE CENTERLINE OF STATE HIGHWAY 140, 76 M SOUTH OF THE
 CI9937'CENTERLINE OF BRADFORD TOWN HALL ROAD, AND 56 M NORTH OF A METAL
 CI9937'--R/W-- POST.  ---NOTE---THE STATION IS NORTH AND SOUTH OF AN ORANGE
 CI9937'4X4 PLASTIC WITNESS POST.  ---NOTE2---THIS STATION HAS NO VISIBLE
 CI9937'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 CI9937' 
 CI9937'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0561 ***********************************************************************
 QN0561  DESIGNATION -  KREIER
 QN0561  PID         -  QN0561
 QN0561  STATE/COUNTY-  WI/BARRON
 QN0561  USGS QUAD   -  STRICKLAND (1978)
 QN0561
 QN0561                         *CURRENT SURVEY CONTROL
 QN0561  ___________________________________________________________________
 QN0561* NAD 83(1991)-  45 23 54.47782(N)    091 36 16.28226(W)     ADJUSTED  
 QN0561* NAVD 88     -       408.     (meters)    1339.     (feet)  SCALED    
 QN0561  ___________________________________________________________________
 QN0561  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 QN0561  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 QN0561
 QN0561  HORZ ORDER  -  FIRST
 QN0561
 QN0561.The horizontal coordinates were established by classical geodetic methods
 QN0561.and adjusted by the National Geodetic Survey in March 1999..
 QN0561
 QN0561.The orthometric height was scaled from a topographic map.
 QN0561
 QN0561.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0561
 QN0561.The geoid height was determined by GEOID03.
 QN0561
 QN0561;                    North         East     Units Scale Factor Converg.
 QN0561;SPC WI C     -   175,162.196   474,378.805   MT  0.99998224   -1 07 55.6
 QN0561;SPC WI C     -   574,677.97  1,556,357.80   sFT  0.99998224   -1 07 55.6
 QN0561;UTM  15      - 5,028,163.586   609,219.814   MT  0.99974667   +0 59 37.3
 QN0561
 QN0561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0561!SPC WI C     -   0.99994077  x   0.99998224  =   0.99992301
 QN0561!UTM  15      -   0.99994077  x   0.99974667  =   0.99968745
 QN0561
 QN0561|---------------------------------------------------------------------|
 QN0561| PID    Reference Object                     Distance      Geod. Az  |
 QN0561|                                                           dddmmss.s |
 QN0561| CJ5203 KREIER RM 1                          48.195 METERS 05309     |
 QN0561| CJ5202 KREIER AZ MK                                       0763239.3 |
 QN0561| CJ5205 KREIER RM 3                         110.557 METERS 25103     |
 QN0561| QN0562 CAMERON ABBOTTS DAIRIES STACK       APPROX.11.0 KM 2721159.4 |
 QN0561| CJ5204 KREIER RM 2                          31.090 METERS 32739     |
 QN0561|---------------------------------------------------------------------|
 QN0561
 QN0561                          SUPERSEDED SURVEY CONTROL
 QN0561
 QN0561  NAD 83(1991)-  45 23 54.47625(N)    091 36 16.28356(W) AD(       ) 1
 QN0561  NAD 83(1986)-  45 23 54.46996(N)    091 36 16.29082(W) AD(       ) 1
 QN0561  NAD 27      -  45 23 54.61500(N)    091 36 15.68200(W) AD(       ) 1
 QN0561
 QN0561.Superseded values are not recommended for survey control.
 QN0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0561.See file dsdata.txt to determine how the superseded data were derived.
 QN0561
 QN0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL0922028164(NAD 83)
 QN0561_MARKER: DS = TRIANGULATION STATION DISK
 QN0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0561_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QN0561
 QN0561  HISTORY     - Date     Condition        Report By
 QN0561  HISTORY     - 1934     MONUMENTED       CGS
 QN0561  HISTORY     - 1977     GOOD             NGS
 QN0561
 QN0561                          STATION DESCRIPTION
 QN0561
 QN0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QN0561'THIS STATION IS LOCATED ABOUT 7 MILES EAST OF CAMERON, ABOUT 6
 QN0561'MILES NORTHEAST OF CHETEK, ABOUT 10 MILES WEST OF WEYERHAUSER,
 QN0561'ABOUT 0.7 MILE SOUTH OF U.S. HIGHWAY 8, IN THE SOUTHEAST QUARTER
 QN0561'OF SEC. 28, T. 34 N., R. 10 W., ON LAND OWNED AND OCCUPIED BY
 QN0561'ELMOR KREIER.  THE MARK IS SET 0.1 MILE WEST OF NORTH-SOUTH ROAD,
 QN0561'ON THE HIGHEST POINT OF HILL.  IT IS 65 YARDS SOUTH OF THE SOUTH
 QN0561'EDGE OF THE WOODS AND IS 16 INCHES BELOW THE SURFACE OF THE
 QN0561'GROUND.  NOTE THE LAND IS NOW BEING CLEARED FOR CULTIVATION.
 QN0561'
 QN0561'REACHED FROM CAMERON, INTERSECTION OF U.S. HIGHWAYS 8 AND 53,
 QN0561'BY GOING EAST ON U.S. 8 FOR 6.5 MILES TO CROSSROADS.  HERE TURN
 QN0561'SOUTH AND GO 0.6 MILE TO LANE TO RIGHT (WEST).  THIS LANE IS 0.1
 QN0561'MILE SOUTH OF GREEWOOD SCHOOLHOUSE AND SIDE ROAD LEADING EAST.
 QN0561'TURN WEST AND GO 0.1 MILE TO TOP OF HILL AND STATION.
 QN0561'
 QN0561'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, 15 FEET NORTH
 QN0561'OF THE CENTER OF THE WOODS ROAD.  MARK IS SET IN DRILL HOLE IN
 QN0561'BOULDER, SAID BOULDER PROJECTING 15 INCHES.
 QN0561'
 QN0561'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF THE STATION ON THE
 QN0561'SOUTH EDGE OF THE WOODS ROAD, AND PROJECTS 11 INCHES.
 QN0561'
 QN0561'AZIMUTH MARK IS EAST-NORTHEAST OF THE STATION ON THE
 QN0561'NORTH EDGE OF THE RIGHT-OF-WAY OF EAST-WEST ROAD.  IT IS ABOUT
 QN0561'100 YARDS SOUTH OF A LARGE RED BARN, 20 FEET NORTH OF THE CENTER
 QN0561'OF ROAD, 15 FEET WEST OF CENTER OF LANE LEADING TO BARN, AND
 QN0561'PROJECTS 8 INCHES.  TO REACH, GO EAST 0.1 MILE TO NORTH-SOUTH
 QN0561'ROAD.  HERE TURN NORTH AND GO 0.1 MILE TO SIDE ROAD AT
 QN0561'SCHOOLHOUSE.  GO EAST FOR 0.6 MILE TO MARK ON THE NORTH EDGE OF THE
 QN0561'RIGHT-OF-WAY.
 QN0561'
 QN0561'LIGHTS 74 FEET ABOVE STATIONS BLUE HILL, BALUTIS AND DAVIS ARE
 QN0561'VISIBLE FROM THE GROUND AT THIS STATION.
 QN0561'
 QN0561'LIGHTS 87 FEET ABOVE STATIONS FLAMBEAU AND BENDICKSON ARE VISIBLE
 QN0561'FROM THE GROUND AT THIS STATION.
 QN0561'
 QN0561'A LIGHT 47 FEET ABOVE THE STATION PINGLE IS VISIBLE FROM THE GROUND
 QN0561'AT THIS STATION.
 QN0561
 QN0561                          STATION RECOVERY (1977)
 QN0561
 QN0561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 QN0561'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND IN
 QN0561'GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND DESTROYED AND THE
 QN0561'AZIMUTH MARK WAS NOT RECOVERED AT THIS TIME.  A NEW REFERENCE MARK
 QN0561'3 WAS ESTABLISH AT THIS TIME.  THE DISTANCE TO REFERENCE MARK 1 WAS
 QN0561'FOUND TO BE 0.006 METER LONGER THAN THE 1934 DATA.  A NEW
 QN0561'DESCRIPTION FOLLOWS.
 QN0561'
 QN0561'THE STATION IS LOCATED ABOUT 7 MILES EAST OF CAMERON, 10 MILES WEST
 QN0561'OF WEYERHAEUSER, 6 MILES NORTHEAST OF CHETEK, 0.7 MILE SOUTH OF
 QN0561'U.S. HIGHWAY 8, IN THE SOUTHEAST QUARTER OF SECTION 28, T. 34 N.,
 QN0561'R. 10 W. AND ON PROPERTY OF MR. ELMOR KREIER WHO LIVES SOUTHWEST
 QN0561'OF THE STATION.  HIS PHONE NUMBER IS 859-6186, CAMERON, WISCONSIN.
 QN0561'
 QN0561'TO REACH THE STATION FROM U.S. HIGHWAYS 53 AND 8 IN CAMERON GO EAST
 QN0561'ON U.S. HIGHWAY 8 FOR 6.7 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 QN0561'SOUTH ON PAVED ROAD FOR 0.5 MILE TO A SIDE ROAD LEFT AND THE OLD
 QN0561'SCHOOL HOUSE ON THE RIGHT.  CONTINUE SOUTH ON PAVED ROAD FOR 0.1
 QN0561'MILE TO A FIELD GATE ON THE RIGHT.  TURN RIGHT, PASS THROUGH
 QN0561'GATE AND GO WEST-SOUTHWEST ACROSS FIELD FOR 0.1 MILE TO THE STATION.
 QN0561'
 QN0561'THE STATION MARK IS A STANDARD DISK STAMPED KREIER 1934, SET IN THE
 QN0561'TOP OF A 12-INCH CONCRETE MONUMENT THAT IS 16 INCHES BELOW THE
 QN0561'GROUND.  IT IS 111 FEET WEST OF EDGE OF WOODS, 87.5 FEET NORTH OF A
 QN0561'FENCE.
 QN0561'
 QN0561'REFERENCE MARK 1 IS A STANDARD DISK STAMPED KREIER NO 1 1934,
 QN0561'CEMENTED IN THE TOP OF A 2 BY 3 FEET BOULDER THAT PROJECTS 15 INCHES
 QN0561'ABOVE THE GROUND.  IT IS 35 FEET NORTHWEST OF THE EDGE OF WOODS AND
 QN0561'ABOUT 8 FEET LOWER THAN THE STATION.
 QN0561'
 QN0561'REFERENCE MARK 3 IS A STANDARD DISK STAMPED KREIER NO 3 1934 1977,
 QN0561'EPOXYED IN THE TOP OF A 6 BY 6 FEET BOULDER THAT PROJECTS 3 FEET
 QN0561'ABOVE THE GROUND.  IT IS 108.5 FEET NORTH-NORTHEAST OF A OAK TREE,
 QN0561'102 FEET SOUTH OF THE FENCE AND ABOUT 15 FEET LOWER THAN THE
 QN0561'STATION.
 QN0561'
 QN0561'NO DISTANCE BETWEEN REFERENCE MARKS DUE TO SLOPE OF HILL.
 QN0561'
 QN0561'NO AZIMUTH MARK WAS SET AS THERE WAS NO SUITABLE LOCATION.
 QN0561'
 QN0561'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES NORTHEAST
 QN0561'OF CHETEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0437 ***********************************************************************
 PM0437  DESIGNATION -  KROK
 PM0437  PID         -  PM0437
 PM0437  STATE/COUNTY-  WI/KEWAUNEE
 PM0437  USGS QUAD   -  KEWAUNEE (1978)
 PM0437
 PM0437                         *CURRENT SURVEY CONTROL
 PM0437  ___________________________________________________________________
 PM0437* NAD 83(1991)-  44 26 35.80047(N)    087 34 56.58147(W)     ADJUSTED  
 PM0437* NAVD 88     -       230.     (meters)     755.     (feet)  SCALED    
 PM0437  ___________________________________________________________________
 PM0437  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 PM0437  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 PM0437
 PM0437  HORZ ORDER  -  THIRD
 PM0437
 PM0437.The horizontal coordinates were established by classical geodetic methods
 PM0437.and adjusted by the National Geodetic Survey in November 1991..
 PM0437
 PM0437.The orthometric height was scaled from a topographic map.
 PM0437
 PM0437.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0437
 PM0437.The geoid height was determined by GEOID03.
 PM0437
 PM0437;                    North         East     Units Scale Factor Converg.
 PM0437;SPC WI C     -    70,640.469   792,423.900   MT  0.99996907   +1 42 20.9
 PM0437;SPC WI C     -   231,759.61  2,599,810.75   sFT  0.99996907   +1 42 20.9
 PM0437;UTM  16      - 4,921,273.579   453,656.921   MT  0.99962641   -0 24 28.1
 PM0437
 PM0437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0437!SPC WI C     -   0.99996962  x   0.99996907  =   0.99993869
 PM0437!UTM  16      -   0.99996962  x   0.99962641  =   0.99959604
 PM0437
 PM0437:                Primary Azimuth Mark                     Grid Az
 PM0437:SPC WI C     -  KEWAUNEE MUNICIPAL TANK                  073 46 45.2
 PM0437:UTM  16      -  KEWAUNEE MUNICIPAL TANK                  075 53 34.2
 PM0437
 PM0437|---------------------------------------------------------------------|
 PM0437| PID    Reference Object                     Distance      Geod. Az  |
 PM0437|                                                           dddmmss.s |
 PM0437| PM0435 KEWAUNEE MUNICIPAL TANK             APPROX. 6.3 KM 0752906.1 |
 PM0437| CJ5206 KROK AZ MK                                         0864216.6 |
 PM0437| CJ5207 KROK RM 1                             9.332 METERS 09227     |
 PM0437| PM0444 STANGELVILLE ST LAWRENCE CH         APPROX. 9.5 KM 2391426.9 |
 PM0437| CJ5208 KROK RM 2                            20.461 METERS 28232     |
 PM0437| CJ5942 KROK PP                                            31753     |
 PM0437|---------------------------------------------------------------------|
 PM0437
 PM0437                          SUPERSEDED SURVEY CONTROL
 PM0437
 PM0437  NAD 83(1986)-  44 26 35.79113(N)    087 34 56.56766(W) AD(       ) 3
 PM0437  NAD 27      -  44 26 35.80100(N)    087 34 56.26200(W) AD(       ) 3
 PM0437
 PM0437.Superseded values are not recommended for survey control.
 PM0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0437.See file dsdata.txt to determine how the superseded data were derived.
 PM0437
 PM0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5365721274(NAD 83)
 PM0437_MARKER: DS = TRIANGULATION STATION DISK
 PM0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0437
 PM0437  HISTORY     - Date     Condition        Report By
 PM0437  HISTORY     - 1953     MONUMENTED       CGS
 PM0437  HISTORY     - 19960927 GOOD             USPSQD
 PM0437  HISTORY     - 20021116 MARK NOT FOUND   USPSQD
 PM0437  HISTORY     - 20040304 MARK NOT FOUND   USPSQD
 PM0437
 PM0437                          STATION DESCRIPTION
 PM0437
 PM0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0437'STATION IS LOCATED ABOUT 4 MILES WEST OF KEWAUNEE, IN THE SOUTHEAST
 PM0437'ANGLE OF A INTERSECTION FORMED BY STATE HIGHWAY 29 AND A GRAVEL ROAD
 PM0437'SOUTH AND IS ON ROAD RIGHT-OF WAY.  IT IS 77 FEET SOUTHEAST OF THE
 PM0437'INTERSECTION, 16 FEET EAST OF A FENCE CORNER, 4 FEET EAST OF A
 PM0437'WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCE LINE.  THE MARK IS
 PM0437'FLUSH AND THE DISK IS STAMPED KROK 1953.
 PM0437'
 PM0437'REFERENCE MARK NO. 1 IS 79 FEET SOUTH OF THE CENTER OF HIGHWAY 29 AND
 PM0437'1 FOOT NORTH OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 PM0437'STAMPED KROK NO 1 1953.
 PM0437'
 PM0437'REFERENCE MARK NO. 2 IS 56 FEET SOUTHWEST OF THE INTERSECTION, 26
 PM0437'FEET WEST OF THE CENTER OF A GRAVEL ROAD AND 1 FOOT SOUTH OF A FENCE
 PM0437'CORNER.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 PM0437'KROK NO 2 1953.
 PM0437'
 PM0437'AZIMUTH MARK IS 70 FEET NORTHWEST OF THE INTERSECTION OF HIGHWAY 29
 PM0437'AND A PAVED ROAD NORTH, 3 FEET WEST OF A WHITE WITNESS POST AND 1
 PM0437'FOOT SOUTH OF A FENCE LINE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 PM0437'IS STAMPED KROK 1953.
 PM0437'
 PM0437'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 42 AND 29 IN
 PM0437'KEWAUNEE, GO WEST ON HIGHWAY 29 FOR 3.8 MILES TO A PAVED SIDE ROAD
 PM0437'NORTH AND THE AZIMUTH MARK IN THE NORTHWEST ANGLE AS DESCRIBED.
 PM0437'CONTINUE WEST ON HIGHWAY 29 FOR 0.45 MILE TO A GRAVEL SIDE ROAD
 PM0437'SOUTH AND THE STATION IN THE SOUTHEAST ANGLE AS DESCRIBED.
 PM0437'
 PM0437'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PM0437
 PM0437                          STATION RECOVERY (1996)
 PM0437
 PM0437'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0437'RECOVERED IN GOOD CONDITION.
 PM0437
 PM0437                          STATION RECOVERY (2002)
 PM0437
 PM0437'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0437'NOT FOUND.  TOWN HALL ROAD, NOW PAVED, IS THE ROAD REFERRED TO AS THE
 PM0437'GRAVEL ROAD IN THE 1953 DESCRIPTION.  HIGHWAY 29 WAS REBUILT IN 2002
 PM0437'AND THE INTERSECTION WITH TOWN HALL ROAD WAS MODIFIED WITH NEW
 PM0437'LANDSCAPING WHICH MAY HAVE REMOVED THE MARKS.  NEW MARKS ON CONCRETE
 PM0437'PILINGS HAVE BEEN SET BY WIS. DOT WITH 4X4 INCH YELLOW WITNESS POSTS.
 PM0437
 PM0437                          STATION RECOVERY (2004)
 PM0437
 PM0437'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0437'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0019 ***********************************************************************
 PN0019  DESIGNATION -  KROKAY
 PN0019  PID         -  PN0019
 PN0019  STATE/COUNTY-  WI/SHAWANO
 PN0019  USGS QUAD   -  ZACHOW (1974)
 PN0019
 PN0019                         *CURRENT SURVEY CONTROL
 PN0019  ___________________________________________________________________
 PN0019* NAD 83(1991)-  44 44 13.43413(N)    088 15 25.52338(W)     ADJUSTED  
 PN0019* NAVD 88     -       245.149  (meters)     804.29   (feet)  ADJUSTED  
 PN0019  ___________________________________________________________________
 PN0019  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 PN0019  GEOID HEIGHT-         -36.18  (meters)                     GEOID03
 PN0019  DYNAMIC HT  -         245.119 (meters)     804.19  (feet)  COMP
 PN0019  MODELED GRAV-     980,491.3   (mgal)                       NAVD 88
 PN0019
 PN0019  HORZ ORDER  -  FIRST
 PN0019  VERT ORDER  -  FIRST     CLASS II
 PN0019
 PN0019.The horizontal coordinates were established by classical geodetic methods
 PN0019.and adjusted by the National Geodetic Survey in November 1991..
 PN0019
 PN0019.The orthometric height was determined by differential leveling
 PN0019.and adjusted by the National Geodetic Survey in June 1991..
 PN0019.WARNING-Repeat measurements at this control monument indicate possible
 PN0019.vertical movement.
 PN0019
 PN0019.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0019
 PN0019.The geoid height was determined by GEOID03.
 PN0019
 PN0019.The dynamic height is computed by dividing the NAVD 88
 PN0019.geopotential number by the normal gravity value computed on the
 PN0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0019.degrees latitude (g = 980.6199 gals.).
 PN0019
 PN0019.The modeled gravity was interpolated from observed gravity values.
 PN0019
 PN0019;                    North         East     Units Scale Factor Converg.
 PN0019;SPC WI C     -   101,902.431   738,031.640   MT  0.99994364   +1 13 47.1
 PN0019;SPC WI C     -   334,324.89  2,421,358.81   sFT  0.99994364   +1 13 47.1
 PN0019;UTM  16      - 4,954,510.908   400,469.909   MT  0.99972182   -0 53 05.6
 PN0019
 PN0019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0019!SPC WI C     -   0.99996724  x   0.99994364  =   0.99991088
 PN0019!UTM  16      -   0.99996724  x   0.99972182  =   0.99968906
 PN0019
 PN0019|---------------------------------------------------------------------|
 PN0019| PID    Reference Object                     Distance      Geod. Az  |
 PN0019|                                                           dddmmss.s |
 PN0019| CJ5209 KROKAY RM                            53.000 METERS 01259     |
 PN0019| PN0020 JACK                                APPROX. 4.2 KM 1725955.5 |
 PN0019|---------------------------------------------------------------------|
 PN0019
 PN0019                          SUPERSEDED SURVEY CONTROL
 PN0019
 PN0019  NAD 83(1986)-  44 44 13.47285(N)    088 15 25.45728(W) AD(       ) 1
 PN0019  NAD 27      -  44 44 13.48800(N)    088 15 25.08900(W) AD(       ) 1
 PN0019  NGVD 29 (??/??/92)  245.154  (m)          804.31   (f) ADJ UNCH    1 2
 PN0019
 PN0019.Superseded values are not recommended for survey control.
 PN0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0019.See file dsdata.txt to determine how the superseded data were derived.
 PN0019
 PN0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0047054511(NAD 83)
 PN0019_MARKER: DS = TRIANGULATION STATION DISK
 PN0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0019_STAMPING: KROKAY 1921
 PN0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0019+STABILITY: SURFACE MOTION
 PN0019
 PN0019  HISTORY     - Date     Condition        Report By
 PN0019  HISTORY     - 1921     MONUMENTED       CGS
 PN0019  HISTORY     - 1921     GOOD             CGS
 PN0019  HISTORY     - 1934     GOOD             NGS
 PN0019  HISTORY     - 1973     SEE DESCRIPTION  USGS
 PN0019  HISTORY     - 1985     MARK NOT FOUND   NGS
 PN0019  HISTORY     - 20050715 MARK NOT FOUND   WIDT
 PN0019
 PN0019                          STATION DESCRIPTION
 PN0019
 PN0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 PN0019'STATION IS ABOUT 1-1/2 MILES S OF KRAKOW, 100 METERS N OF
 PN0019'PRIVATE-ROAD CROSSING OF J. YOUSHKI, ON THE W SIDE OF THE
 PN0019'CHICAGO AND NORTHWESTERN RAILWAY AND 2.19 METERS (7.19 FEET)
 PN0019'W OF THE W RAIL.
 PN0019'
 PN0019'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 PN0019'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 PN0019'
 PN0019'REFERENCE MARK IS ON THE E SIDE OF THE RAILROAD AND 0.15
 PN0019'METER W OF THE PROPERTY LINE FENCE.
 PN0019'
 PN0019'IT IS UNCERTAIN WHETHER THE DISTANCE GIVEN IS IN METERS OF
 PN0019'FEET.
 PN0019
 PN0019                          STATION RECOVERY (1921)
 PN0019
 PN0019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921
 PN0019'1.5 MI S FROM KRAKOW.
 PN0019'1-1/2 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PN0019'FROM KRAKOW, SHAWANO COUNTY, AT THE TOP OF A DIVIDE, 109 YARDS
 PN0019'NORTH OF THE CROSSING OF THE PRIVATE ROAD OF J. FALKOWSKI, IN
 PN0019'A DITCH, AND 7.2 FEET WEST OF THE WEST RAIL.  A STANDARD
 PN0019'TRIANGULATION-STATION DISK, STAMPED KROKAY 1921 AND SET IN
 PN0019'THE TOP OF A CONCRETE POST.
 PN0019
 PN0019                          STATION RECOVERY (1934)
 PN0019
 PN0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PN0019'RECOVERED IN GOOD CONDITION.
 PN0019
 PN0019                          STATION RECOVERY (1973)
 PN0019
 PN0019'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PN0019'STATION FOUND IN LEANING POSITION, UNDERGROUND MARK RECOVERED,
 PN0019'INTACT, SURFACE MARK RECENTERED IN ORIGINAL POSITION.  DISTANCES
 PN0019'CHECKED OK AND ORIGINAL DESCRIPTION IS ADEQUATE.
 PN0019'
 PN0019'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--LOCATED
 PN0019'ABOUT 1-1/2 MI S OF KRAKOW.
 PN0019
 PN0019                          STATION RECOVERY (1985)
 PN0019
 PN0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0019'MARK NOT FOUND.
 PN0019
 PN0019                          STATION RECOVERY (2005)
 PN0019
 PN0019'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0019'NOT FOUND.  ADD--MEASURED DISTANCES ALONG THE OLD RAIL BED FROM A FARM
 PN0019'CROSSING, RECOVERED NO EVIDENCE OF THE STATION OR ITS REFERENCE MARK.
 PN0019'-NOTE--RAILROAD TRACKS HAVE BEEN REMOVED AND THE OLD RAIL BED IS NOW A
 PN0019'SNOWMOBILE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1321 ***********************************************************************
 PN1321  DESIGNATION -  KUBA
 PN1321  PID         -  PN1321
 PN1321  STATE/COUNTY-  WI/PORTAGE
 PN1321  USGS QUAD   -  POLONIA (1986)
 PN1321
 PN1321                         *CURRENT SURVEY CONTROL
 PN1321  ___________________________________________________________________
 PN1321* NAD 83(1991)-  44 31 27.15833(N)    089 26 46.25632(W)     ADJUSTED  
 PN1321* NAVD 88     -       355.8    (meters)    1167.     (feet)  VERTCON   
 PN1321  ___________________________________________________________________
 PN1321  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 PN1321  GEOID HEIGHT-         -35.93  (meters)                     GEOID03
 PN1321
 PN1321  HORZ ORDER  -  SECOND
 PN1321
 PN1321.The horizontal coordinates were established by classical geodetic methods
 PN1321.and adjusted by the National Geodetic Survey in November 1991..
 PN1321
 PN1321.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1321
 PN1321.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1321
 PN1321.The geoid height was determined by GEOID03.
 PN1321
 PN1321;                    North         East     Units Scale Factor Converg.
 PN1321;SPC WI C     -    76,919.015   644,024.521   MT  0.99995947   +0 23 26.7
 PN1321;SPC WI C     -   252,358.47  2,112,937.12   sFT  0.99995947   +0 23 26.7
 PN1321;UTM  16      - 4,933,009.060   305,613.435   MT  1.00006470   -1 42 57.0
 PN1321
 PN1321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1321!SPC WI C     -   0.99994985  x   0.99995947  =   0.99990932
 PN1321!UTM  16      -   0.99994985  x   1.00006470  =   1.00001454
 PN1321
 PN1321|---------------------------------------------------------------------|
 PN1321| PID    Reference Object                     Distance      Geod. Az  |
 PN1321|                                                           dddmmss.s |
 PN1321| CS5526 KUBA RM 1                             8.680 METERS 22319     |
 PN1321| CS5527 KUBA RM 2                             8.731 METERS 31829     |
 PN1321|---------------------------------------------------------------------|
 PN1321
 PN1321                          SUPERSEDED SURVEY CONTROL
 PN1321
 PN1321  NAD 83(1986)-  44 31 27.15629(N)    089 26 46.26571(W) AD(       ) 2
 PN1321  NGVD 29 (03/14/91)  355.8    (m)         1167.     (f) VERT ANG       
 PN1321
 PN1321.Superseded values are not recommended for survey control.
 PN1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1321.See file dsdata.txt to determine how the superseded data were derived.
 PN1321
 PN1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ0561333009(NAD 83)
 PN1321_MARKER: DE = TRAVERSE STATION DISK
 PN1321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN1321_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1321+STABILITY: SURFACE MOTION
 PN1321
 PN1321  HISTORY     - Date     Condition        Report By
 PN1321  HISTORY     - 1982     MONUMENTED       WIDT
 PN1321  HISTORY     - 20040111 MARK NOT FOUND   USPSQD
 PN1321
 PN1321                          STATION DESCRIPTION
 PN1321
 PN1321'DESCRIBED BY WI DEPT OF TRANSP 1982 (LTK)
 PN1321'THE STATION IS LOCATED ALONG CTH J ABOUT 9.5 MILES SOUTHWEST OF
 PN1321'ROSHOLT, 7.0 MILES NORTHWEST OF AMHERST JUNCTION, AND 4.5 MILES EAST
 PN1321'OF STEVENS POINT.
 PN1321'
 PN1321'TO REACH THE STATION FROM THE JUNCTION OF USH 10 AND CTH J ABOUT 4.5
 PN1321'MILES EAST OF STEVENS POINT, GO NORTH ON CTH J FOR 0.24 MILE TO THE
 PN1321'STATION ON THE WEST SHOULDER OF CTH J.
 PN1321'
 PN1321'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---KUBA 1982---.  THE
 PN1321'SURFACE DISK IS SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL
 PN1321'CONCRETE MONUMENT WHICH IS RECESSED 12 INCHES BELOW GROUND.  IT IS
 PN1321'124.0 FEET SOUTH OF THE CENTER OF A DRIVEWAY PROJECTED WEST, 119.0
 PN1321'FEET SOUTH OF A POWER POLE, 16.0 FEET EAST OF METAL WITNESS POST, AND
 PN1321'15.0 FEET WEST OF THE CENTER OF CTH J.  THE UNDERGROUND DISK IS SET IN
 PN1321'AN IRREGULAR MASS OF CONCRETE 5.5 FEET BELOW GROUND.
 PN1321'
 PN1321'REFERENCE MARK 1 IS A BERNTSEN 5 FOOT DRIVEABLE ALUMINUM ROD WITH A
 PN1321'CIRCULAR ALUMINUM CAP WHICH PROJECTS 6 INCHES ABOVE GROUND.  THE CAP
 PN1321'CONTAINS A MAGNET AND IS STAMPED---KUBA RM 1 1982---.  IT IS 148.0
 PN1321'FEET SOUTH OF THE CENTER OF A DRIVEWAY PROJECTED WEST, 92.0 FEET NORTH
 PN1321'OF A POWER POLE, 35.0 FEET WEST OF THE CENTER OF CTH J, 21.5 FEET
 PN1321'SOUTH OF A METAL WITNESS POST, AND 2.0 FEET HIGHER THAN THE STATION.
 PN1321'
 PN1321'REFERENCE MARK 2 IS A BERNTSEN 5 FOOT DRIVEABLE ALUMINUM ROD WITH A
 PN1321'CIRCULAR ALUMINUM CAP WHICH PROJECTS 6 INCHES ABOVE GROUND.  IT IS
 PN1321'104.0 FEET SOUTH OF THE CENTER OF A DRIVEWAY PROJECTED WEST, 98.0 FEET
 PN1321'SOUTH OF A POWER POLE, 34.5 FEET WEST OF THE CENTER OF CTH J, 21.0
 PN1321'FEET NORTH OF A METAL WITNESS POST, AND 2.0 FEET HIGHER THAN THE
 PN1321'STATION.
 PN1321'
 PN1321'NO AZIMUTH MARK WAS SET.  HEIGHT OF LIGHT ABOVE MARK WAS 1.88 METERS.
 PN1321
 PN1321                          STATION RECOVERY (2004)
 PN1321
 PN1321'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN1321'STATION AND REFERENCE MARKS WERE NOT FOUND.  COUNTY ROAD J WAS
 PN1321'ELEVATED AND WIDENED WHEN A NEW OVERPASS OVER HIGHWAY 10 WITH
 PN1321'COLVERLEAFS WAS CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0176 ***********************************************************************
 ON0176  DESIGNATION -  L 10
 ON0176  PID         -  ON0176
 ON0176  STATE/COUNTY-  WI/LA CROSSE
 ON0176  USGS QUAD   -  LA CROSSE (1993)
 ON0176
 ON0176                         *CURRENT SURVEY CONTROL
 ON0176  ___________________________________________________________________
 ON0176* NAD 83(1986)-  43 51 27.     (N)    091 12 35.     (W)     SCALED    
 ON0176* NAVD 88     -       198.440  (meters)     651.05   (feet)  ADJUSTED  
 ON0176  ___________________________________________________________________
 ON0176  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 ON0176  DYNAMIC HT  -         198.403 (meters)     650.93  (feet)  COMP
 ON0176  MODELED GRAV-     980,429.0   (mgal)                       NAVD 88
 ON0176
 ON0176  VERT ORDER  -  FIRST     CLASS II
 ON0176
 ON0176.The horizontal coordinates were scaled from a topographic map and have
 ON0176.an estimated accuracy of +/- 6 seconds.
 ON0176
 ON0176.The orthometric height was determined by differential leveling
 ON0176.and adjusted by the National Geodetic Survey in June 1991..
 ON0176
 ON0176.The geoid height was determined by GEOID03.
 ON0176
 ON0176.The dynamic height is computed by dividing the NAVD 88
 ON0176.geopotential number by the normal gravity value computed on the
 ON0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0176.degrees latitude (g = 980.6199 gals.).
 ON0176
 ON0176.The modeled gravity was interpolated from observed gravity values.
 ON0176
 ON0176;                    North         East    Units  Estimated Accuracy
 ON0176;SPC WI S     -   207,060.      502,750.      MT  (+/- 180 meters Scaled)
 ON0176
 ON0176                          SUPERSEDED SURVEY CONTROL
 ON0176
 ON0176  NGVD 29 (??/??/92)  198.457  (m)          651.10   (f) ADJ UNCH    1 2
 ON0176
 ON0176.Superseded values are not recommended for survey control.
 ON0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0176.See file dsdata.txt to determine how the superseded data were derived.
 ON0176
 ON0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ438576(NAD 83)
 ON0176_MARKER: DB = BENCH MARK DISK
 ON0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0176_STAMPING: L 10 1930
 ON0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0176+STABILITY: SURFACE MOTION
 ON0176
 ON0176  HISTORY     - Date     Condition        Report By
 ON0176  HISTORY     - 1930     MONUMENTED       CGS
 ON0176  HISTORY     - 1965     GOOD             NGS
 ON0176  HISTORY     - 1985     MARK NOT FOUND   NGS
 ON0176
 ON0176                          STATION DESCRIPTION
 ON0176
 ON0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 ON0176'AT MEDARY JUNCTION.
 ON0176'AT MEDARY JUNCTION, LA CROSSE COUNTY, AT THE FIRST ROAD CROSSING
 ON0176'SOUTHWEST OF THE JUNCTION, AT THE CORNER OF A FIELD, 45 FEET
 ON0176'WEST OF THE CENTER LINE OF THE ROAD, AND 1.6 FEET SOUTHEAST OF
 ON0176'THE SOUTHEAST RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 ON0176'651.104 L 10 1930 AND SET IN THE TOP OF A CONCRETE POST.
 ON0176
 ON0176                          STATION RECOVERY (1965)
 ON0176
 ON0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 ON0176'RECOVERED IN GOOD CONDITION.
 ON0176
 ON0176                          STATION RECOVERY (1985)
 ON0176
 ON0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ON0176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0380 ***********************************************************************
 OM0380  DESIGNATION -  L 100
 OM0380  PID         -  OM0380
 OM0380  STATE/COUNTY-  WI/COLUMBIA
 OM0380  USGS QUAD   -  PORTAGE (1984)
 OM0380
 OM0380                         *CURRENT SURVEY CONTROL
 OM0380  ___________________________________________________________________
 OM0380* NAD 83(1986)-  43 30 55.     (N)    089 25 13.     (W)     SCALED    
 OM0380* NAVD 88     -       239.866  (meters)     786.96   (feet)  ADJUSTED  
 OM0380  ___________________________________________________________________
 OM0380  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 OM0380  DYNAMIC HT  -         239.807 (meters)     786.77  (feet)  COMP
 OM0380  MODELED GRAV-     980,369.6   (mgal)                       NAVD 88
 OM0380
 OM0380  VERT ORDER  -  SECOND    CLASS 0
 OM0380
 OM0380.The horizontal coordinates were scaled from a topographic map and have
 OM0380.an estimated accuracy of +/- 6 seconds.
 OM0380
 OM0380.The orthometric height was determined by differential leveling
 OM0380.and adjusted by the National Geodetic Survey in June 1991..
 OM0380
 OM0380.The geoid height was determined by GEOID03.
 OM0380
 OM0380.The dynamic height is computed by dividing the NAVD 88
 OM0380.geopotential number by the normal gravity value computed on the
 OM0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0380.degrees latitude (g = 980.6199 gals.).
 OM0380
 OM0380.The modeled gravity was interpolated from observed gravity values.
 OM0380
 OM0380;                    North         East    Units  Estimated Accuracy
 OM0380;SPC WI S     -   168,500.      646,870.      MT  (+/- 180 meters Scaled)
 OM0380
 OM0380                          SUPERSEDED SURVEY CONTROL
 OM0380
 OM0380  NGVD 29 (??/??/92)  239.909  (m)          787.10   (f) ADJ UNCH    2 0
 OM0380
 OM0380.Superseded values are not recommended for survey control.
 OM0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0380.See file dsdata.txt to determine how the superseded data were derived.
 OM0380
 OM0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP043208(NAD 83)
 OM0380_MARKER: DB = BENCH MARK DISK
 OM0380_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OM0380_SP_SET: CULVERT
 OM0380_STAMPING: L-100 1934
 OM0380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0380
 OM0380  HISTORY     - Date     Condition        Report By
 OM0380  HISTORY     - 1934     MONUMENTED       CGS
 OM0380  HISTORY     - 1961     MARK NOT FOUND   USGS
 OM0380  HISTORY     - 20001010 MARK NOT FOUND   WIDT
 OM0380
 OM0380                          STATION DESCRIPTION
 OM0380
 OM0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0380'2.3 MI S FROM PORTAGE.
 OM0380'2.3 MILES SOUTH OF DEPOT AT ALONG THE CHICAGO, MILWAUKEE, ST
 OM0380'PAUL AND PACIFIC RAILROAD AT PUBLIC CROSSING OF U.S. HIWAY
 OM0380'51, 7 1/2 POLES SOUTH OF MILEPOLE 2.  SET IN EAST END OF SOUTH
 OM0380'CONCRETE HEADWALL OF 4 FOOT CONCRETE BOX CULVERT UNDER HIWAY
 OM0380'51.  90 FEET WEST OF CENTERLINE OF TRACK AND 2 FEET BELOW
 OM0380'RAIL TOP.
 OM0380
 OM0380                          STATION RECOVERY (1961)
 OM0380
 OM0380'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 OM0380'MARK NOT FOUND.
 OM0380
 OM0380                          STATION RECOVERY (2000)
 OM0380
 OM0380'RECOVERY NOTE BY WI DEPT OF TRANSP 2000 (DJH)
 OM0380'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0338 ***********************************************************************
 NH0338  DESIGNATION -  L 101
 NH0338  PID         -  NH0338
 NH0338  STATE/COUNTY-  WI/DANE
 NH0338  USGS QUAD   -  OREGON (1982)
 NH0338
 NH0338                         *CURRENT SURVEY CONTROL
 NH0338  ___________________________________________________________________
 NH0338* NAD 83(1986)-  42 59 20.     (N)    089 23 45.     (W)     SCALED    
 NH0338* NAVD 88     -       280.362  (meters)     919.82   (feet)  ADJUSTED  
 NH0338  ___________________________________________________________________
 NH0338  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 NH0338  DYNAMIC HT  -         280.285 (meters)     919.57  (feet)  COMP
 NH0338  MODELED GRAV-     980,338.8   (mgal)                       NAVD 88
 NH0338
 NH0338  VERT ORDER  -  SECOND    CLASS I
 NH0338
 NH0338.The horizontal coordinates were scaled from a topographic map and have
 NH0338.an estimated accuracy of +/- 6 seconds.
 NH0338
 NH0338.The orthometric height was determined by differential leveling
 NH0338.and adjusted by the National Geodetic Survey in June 1991..
 NH0338
 NH0338.The geoid height was determined by GEOID03.
 NH0338
 NH0338.The dynamic height is computed by dividing the NAVD 88
 NH0338.geopotential number by the normal gravity value computed on the
 NH0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0338.degrees latitude (g = 980.6199 gals.).
 NH0338
 NH0338.The modeled gravity was interpolated from observed gravity values.
 NH0338
 NH0338;                    North         East    Units  Estimated Accuracy
 NH0338;SPC WI S     -   110,040.      649,270.      MT  (+/- 180 meters Scaled)
 NH0338
 NH0338                          SUPERSEDED SURVEY CONTROL
 NH0338
 NH0338  NGVD 29 (??/??/92)  280.422  (m)          920.02   (f) ADJ UNCH    2 0
 NH0338
 NH0338.Superseded values are not recommended for survey control.
 NH0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0338.See file dsdata.txt to determine how the superseded data were derived.
 NH0338
 NH0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN046623(NAD 83)
 NH0338_MARKER: DB = BENCH MARK DISK
 NH0338_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0338_SP_SET: BRIDGE ABUTMENT
 NH0338_STAMPING: L 101 1934
 NH0338_MARK LOGO: CGS   
 NH0338_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NH0338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0338_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NH0338+SATELLITE: SATELLITE OBSERVATIONS - 2001
 NH0338
 NH0338  HISTORY     - Date     Condition        Report By
 NH0338  HISTORY     - 1934     MONUMENTED       CGS
 NH0338  HISTORY     - 1943     GOOD             NGS
 NH0338  HISTORY     - 1979     GOOD             ALSTER
 NH0338  HISTORY     - 2001     GOOD             WIDT
 NH0338
 NH0338                          STATION DESCRIPTION
 NH0338
 NH0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NH0338'4.1 MI N FROM OREGON.
 NH0338'4.1 MILE N OF DEPOT ALONG THE CHICAGO AND NORTHWESTERN RAILROAD
 NH0338'AT STONE AND STEEL BRIDGE 222.  SET IN WEST END OF THE NORTH
 NH0338'STONE ABUTMENT, 3 FEET BELOW RAIL TOP AND 7 FEET WEST OF
 NH0338'CENTERLINE OF WEST TRACK.  STANDARD DISK, STAMPED L 101 1934.
 NH0338
 NH0338                          STATION RECOVERY (1943)
 NH0338
 NH0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 NH0338'RECOVERED IN GOOD CONDITION.
 NH0338
 NH0338                          STATION RECOVERY (1979)
 NH0338
 NH0338'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1979
 NH0338'RECOVERED IN GOOD CONDITION.
 NH0338
 NH0338                          STATION RECOVERY (2001)
 NH0338
 NH0338'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 NH0338'THE STATION IS LOCATED ABOUT 6 KM NORTH OF OREGON, 10 KM SOUTH OF
 NH0338'MADISON,  AND 5 KM EAST OF FITCHBURG. OWNERSHIP--CHICAGO AND
 NH0338'NORTHWESTERN RAILROAD. TO REACH THE STATION FROM THE JUNCTION OF US
 NH0338'HIGHWAY 14 WITH COUNTY HIGHWAY MM ABOUT 9 KM SOUTH OF THE CITY OF
 NH0338'MADISON, GO NORTH ON COUNTY HIGHWAY MM FOR 4.0 KM TO IRISH LANE, TURN
 NH0338'LEFT AND GO WEST ON IRISH LANE FOR 2.0 KM TO A RAILROAD CROSSING,
 NH0338'TURN RIGHT AND GO NORTH ALONG THE RAILROAD TRACKS FOR 0.2 KM TO THE
 NH0338'STATION ON THE RIGHT. THE STATION IS A BRONZE US COAST AND GEODETIC
 NH0338'SURVEY BENCH MARK DISK SET IN THE TOP OF THE  WEST END OF THE NORTH
 NH0338'STONE ABUTMENT OF RAILROAD BRIDGE --222-- AND ABOUT 1 M BELOW THE
 NH0338'LEVEL OF THE RAILROAD TRACKS.  THE STATION IS 2.2 M WEST OF THE
 NH0338'CENTERLINE OF THE RAILROAD TRACKS, 0.8 M SOUTHEAST OF THE SOUTHWEST
 NH0338'CORNER OF THE TOP LEVEL OF THE STONE BACKWALL OF THE NORTH ABUTMENT,
 NH0338'0.4 M NORTH OF THE SOUTH FACE OF THE NORTH ABUTMENT.  ---NOTE---THIS
 NH0338'STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO OBSTRUCTIONS IN
 NH0338'ALL QUADRANTS EXTENDING HIGHER THAN 25 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0296 ***********************************************************************
 NH0296  DESIGNATION -  L 102
 NH0296  PID         -  NH0296
 NH0296  STATE/COUNTY-  WI/JEFFERSON
 NH0296  USGS QUAD   -  FORT ATKINSON (1971)
 NH0296
 NH0296                         *CURRENT SURVEY CONTROL
 NH0296  ___________________________________________________________________
 NH0296* NAD 83(1986)-  42 54 41.     (N)    088 51 08.     (W)     SCALED    
 NH0296* NAVD 88     -       241.379  (meters)     791.92   (feet)  ADJUSTED  
 NH0296  ___________________________________________________________________
 NH0296  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 NH0296  DYNAMIC HT  -         241.314 (meters)     791.71  (feet)  COMP
 NH0296  MODELED GRAV-     980,347.6   (mgal)                       NAVD 88
 NH0296
 NH0296  VERT ORDER  -  SECOND    CLASS 0
 NH0296
 NH0296.The horizontal coordinates were scaled from a topographic map and have
 NH0296.an estimated accuracy of +/- 6 seconds.
 NH0296
 NH0296.The orthometric height was determined by differential leveling
 NH0296.and adjusted by the National Geodetic Survey in June 1991..
 NH0296
 NH0296.The geoid height was determined by GEOID03.
 NH0296
 NH0296.The dynamic height is computed by dividing the NAVD 88
 NH0296.geopotential number by the normal gravity value computed on the
 NH0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0296.degrees latitude (g = 980.6199 gals.).
 NH0296
 NH0296.The modeled gravity was interpolated from observed gravity values.
 NH0296
 NH0296;                    North         East    Units  Estimated Accuracy
 NH0296;SPC WI S     -   101,890.      693,720.      MT  (+/- 180 meters Scaled)
 NH0296
 NH0296                          SUPERSEDED SURVEY CONTROL
 NH0296
 NH0296  NGVD 29 (??/??/92)  241.445  (m)          792.14   (f) ADJ UNCH    2 0
 NH0296
 NH0296.Superseded values are not recommended for survey control.
 NH0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0296.See file dsdata.txt to determine how the superseded data were derived.
 NH0296
 NH0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN488526(NAD 83)
 NH0296_MARKER: DB = BENCH MARK DISK
 NH0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0296_STAMPING: L 102 1934
 NH0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0296+STABILITY: SURFACE MOTION
 NH0296
 NH0296  HISTORY     - Date     Condition        Report By
 NH0296  HISTORY     - 1934     MONUMENTED       CGS
 NH0296
 NH0296                          STATION DESCRIPTION
 NH0296
 NH0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NH0296'1.2 MI S FROM FORT ATKINSON.
 NH0296'1.2 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NH0296'THE STATION AT FORT ATKINSON, JEFFERSON COUNTY, 5 POLES NORTH
 NH0296'OF BRIDGE 169, AT THE NORTH END OF A LONG FILL, 70 FEET NORTH
 NH0296'OF A HAND CAR SETOFF, 50 FEET WEST OF THE CENTERLINE OF THE
 NH0296'TRACK, 3 FEET EAST OF A FENCE AND 4 FEET LOWER THAN THE RAIL.
 NH0296'A STANDARD DISK, STAMPED L 102 1934 AND SET IN THE TOP OF A
 NH0296'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0235 ***********************************************************************
 OM0235  DESIGNATION -  L 103
 OM0235  PID         -  OM0235
 OM0235  STATE/COUNTY-  WI/DODGE
 OM0235  USGS QUAD   -  HORICON (1980)
 OM0235
 OM0235                         *CURRENT SURVEY CONTROL
 OM0235  ___________________________________________________________________
 OM0235* NAD 83(1986)-  43 23 11.     (N)    088 42 10.     (W)     SCALED    
 OM0235* NAVD 88     -       272.510  (meters)     894.06   (feet)  ADJUSTED  
 OM0235  ___________________________________________________________________
 OM0235  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 OM0235  DYNAMIC HT  -         272.443 (meters)     893.84  (feet)  COMP
 OM0235  MODELED GRAV-     980,369.2   (mgal)                       NAVD 88
 OM0235
 OM0235  VERT ORDER  -  SECOND    CLASS I
 OM0235
 OM0235.The horizontal coordinates were scaled from a topographic map and have
 OM0235.an estimated accuracy of +/- 6 seconds.
 OM0235
 OM0235.The orthometric height was determined by differential leveling
 OM0235.and adjusted by the National Geodetic Survey in October 2000..
 OM0235
 OM0235.The geoid height was determined by GEOID03.
 OM0235
 OM0235.The dynamic height is computed by dividing the NAVD 88
 OM0235.geopotential number by the normal gravity value computed on the
 OM0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0235.degrees latitude (g = 980.6199 gals.).
 OM0235
 OM0235.The modeled gravity was interpolated from observed gravity values.
 OM0235
 OM0235;                    North         East    Units  Estimated Accuracy
 OM0235;SPC WI S     -   154,830.      705,100.      MT  (+/- 180 meters Scaled)
 OM0235
 OM0235                          SUPERSEDED SURVEY CONTROL
 OM0235
 OM0235  NAVD 88 (06/15/91)  272.534  (m)          894.14   (f) UNKNOWN     2 0
 OM0235  NGVD 29 (??/??/92)  272.582  (m)          894.30   (f) ADJ UNCH    2 0
 OM0235
 OM0235.Superseded values are not recommended for survey control.
 OM0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0235.See file dsdata.txt to determine how the superseded data were derived.
 OM0235
 OM0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP620051(NAD 83)
 OM0235_MARKER: DB = BENCH MARK DISK
 OM0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0235_STAMPING: L 103 1934
 OM0235_MARK LOGO: CGS   
 OM0235_PROJECTION: FLUSH
 OM0235_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0235+STABILITY: SURFACE MOTION
 OM0235_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0235+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2006
 OM0235
 OM0235  HISTORY     - Date     Condition        Report By
 OM0235  HISTORY     - 1934     MONUMENTED       CGS
 OM0235  HISTORY     - 1958     GOOD             LOCSUR
 OM0235  HISTORY     - 19980518 GOOD             WIDT
 OM0235  HISTORY     - 2001     GOOD             WIDT
 OM0235  HISTORY     - 20030816 GOOD             USPSQD
 OM0235  HISTORY     - 20040630 GOOD             WIDT
 OM0235  HISTORY     - 20060908 GOOD             USPSQD
 OM0235
 OM0235                          STATION DESCRIPTION
 OM0235
 OM0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0235'1.7 MI S FROM JUNEAU.
 OM0235'1.7 MILES SOUTH THE DODGE COUNTY CH ALONG THE CHICAGO AND NORTHWESTERN
 OM0235'RAILROAD, 7 POLES NORTH OF MILEPOST 144, AT GRADE CROSSING.  SET
 OM0235'IN CONCRETE POST 40 FEET EAST OF THE CENTER LINE OF THE TRACK,
 OM0235'31 FEET NORTH OF THE CENTER LINE OF THE ROAD, 6 FEET WEST OF THE
 OM0235'FENCE, 10 FEET SOUTH OF TELEPHONE POLE, AT RAIL LEVEL.
 OM0235
 OM0235                          STATION RECOVERY (1958)
 OM0235
 OM0235'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1958
 OM0235'RECOVERED IN GOOD CONDITION.
 OM0235
 OM0235                          STATION RECOVERY (1998)
 OM0235
 OM0235'RECOVERY NOTE BY WI DEPT OF TRANSP 1998 (DJH)
 OM0235'THE STATION IS LOCATED APPROXIMATELY 12.9 KM (8.00 MI) SOUTHEAST OF
 OM0235'BEAVER DAM AND 2.2 KM (1.35 MI) SOUTH OF JUNEAU IN THE NORTHEAST
 OM0235'QUADRANT OF THE JUNCTION OF SHADY LANE ROAD WITH THE WILD GOOSE STATE
 OM0235'TRAIL.  OWNERSHIP--WISCONSIN DEPARTMENT OF NATURAL RESOURCES.  TO
 OM0235'REACH THE STATION FROM THE DODGE COUNTY COURT HOUSE AT THE
 OM0235'INTERSECTION OF STATE HIGHWAY 26 (MAIN STREET) AND COUNTY HIGHWAY W
 OM0235'WITH COUNTY HIGHWAY S (EAST CENTER STREET) IN THE CITY OF JUNEAU, GO
 OM0235'SOUTH ON STATE HIGHWAY 26 (MAIN STREET) AND COUNTY HIGHWAY W AND
 OM0235'COUNTY HIGHWAY S (SOUTH) FOR 0.3 KM (0.20 MI) TO WHERE STATE HIGHWAY
 OM0235'26 (MAIN ST) AND COUNTY HIGHWAY S TURNS TO THE WEST, STATE HIGHWAY 115
 OM0235'IS TO THE EAST AND COUNTY HIGHWAY W CONTINUES TO THE SOUTH, CONTINUE
 OM0235'SOUTH ON COUNTY HIGHWAY W FOR 2.1 KM (1.30 MI) TO SHADY LANE ROAD ON
 OM0235'THE LEFT, TURN LEFT AND GO EAST ON SHADY LANE ROAD FOR 0.6 KM (0.35
 OM0235'MI) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE CGS BENCH
 OM0235'MARK DISK STAMPED --L 103 1934-- AND SET IN A 24-CM (9-INCH) SQUARE
 OM0235'CONCRETE POST PROJECTING 5 CM (2 INCHES) ABOVE GROUND AND
 OM0235'APPROXIMATELY 0.5 M (1.6 FT) BELOW SHADY LANE ROAD.  THE STATION IS
 OM0235'9.8 M (32.2 FT) NORTH OF THE CENTERLINE OF SHADY LANE ROAD, 11.6 M
 OM0235'(38.1 FT) EAST OF THE CENTERLINE OF THE TRAIL, 36.8 M (120.7 FT)
 OM0235'NORTHEAST OF UTILITY POLE 16331, 16.7 M (54.8 FT) EAST OF A STEEL POST
 OM0235'FOR BURIED AT-T FIBER-OPTIC CABLE SIGN 289, 9.2 M (30.2 FT) NORTHEAST
 OM0235'OF A SECTION CORNER MONUMENT, 0.42 M (1.38 FT) WEST OF A STEEL POST
 OM0235'WITH A WHITE STEEL NGS WITNESS SIGN, AND 0.65 M (2.13 FT) EAST OF AN
 OM0235'ORANGE FIBERGLASS WITNESS POST.  ---NOTE---VISIBLE OBSTRUCTIONS AT
 OM0235'THIS STATION ARE TREES IN THE SOUTH QUADRANT EXTENDING TO 30 DEGREES
 OM0235'AND TREES AND SCRUB BRUSH IN THE NORTH QUADRANT APPROXIMATELY 1 M (3.3
 OM0235'FT) AWAY AND EXTENDING TO 85 DEGREES ABOVE THE HORIZON.
 OM0235
 OM0235                          STATION RECOVERY (2001)
 OM0235
 OM0235'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OM0235'THE STATION IS LOCATED ABOUT 13 KM SOUTHEAST OF BEAVER DAM, 9 KM
 OM0235'EAST-NORTHEAST OF HUSTISFORD AND 2 KM SOUTH OF JUNEAU.
 OM0235'OWNERSHIP--TOWN OF OAK GROVE. TO REACH THE STATION FROM THE JUNCTION
 OM0235'OF STATE HIGHWAY 115 EAST (EAST OAK GROVE STREET) WITH STATE HIGHWAY
 OM0235'26 (WEST OAK GROVE STREET) WITH COUNTY HIGHWAY W (MAIN STREET) IN THE
 OM0235'CITY OF JUNEAU, GO SOUTH ON COUNTY HIGHWAY W (MAIN STREET) FOR 2.2 KM
 OM0235'TO SHADY LANE ROAD ON THE LEFT, TURN LEFT AND GO EAST ON SHADY LANE
 OM0235'ROAD FOR 0.6 KM TO THE WILD GOOSE BIKE TRAIL AND THE STATION ON THE
 OM0235'LEFT.  THE STATION IS A BRONZE US COAST AND GEODETIC SURVEY BENCH
 OM0235'MARK DISK SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST AND ABOUT
 OM0235'LEVEL WITH THE PAVEMENT.  THE STATION IS 9.6 M NORTH OF THE
 OM0235'CENTERLINE OF SHADY LANE ROAD, 36.8 M NORTHEAST OF POWER POLE --163
 OM0235'31--, 11.9 M EAST OF THE CENTERLINE OF THE BIKE TRAIL, AND 10 M WEST
 OM0235'OF A FIELD ENTRANCE.  ---NOTE---THE STATION IS 0.6 M EAST OF AN
 OM0235'ORANGE FIBERGLASS WITNESS POST AND 0.4 M WEST OF A METAL WITNESS
 OM0235'POST. ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE
 OM0235'TO TREES FROM THE WEST TO EAST-SOUTHEAST EXTENDING TO 70 DEGREES, A
 OM0235'POWER POLE TO THE SOUTHWEST EXTENDING TO 30 DEGREES AND TREES  FROM
 OM0235'THE SOUTHEAST TO THE SOUTHWEST EXTENDING TO 35 DEGREES ABOVE THE
 OM0235'HORIZON.
 OM0235
 OM0235                          STATION RECOVERY (2003)
 OM0235
 OM0235'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0235'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS AT THE SOUTH EDGE
 OM0235'OF A TREE LINE.
 OM0235
 OM0235                          STATION RECOVERY (2004)
 OM0235
 OM0235'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 OM0235'RECOVERED AS DESCRIBED AND TWO WITNESS POSTS ADDED.  0.7 M SOUTHWEST,
 OM0235'0.8 M NORTHWEST OF WHITE PLASTIC WITNESS POSTS, 0.7 M EAST OF ORANGE
 OM0235'CARSONITE WITNESS POST.
 OM0235
 OM0235                          STATION RECOVERY (2006)
 OM0235
 OM0235'RECOVERY NOTE BY US POWER SQUADRON 2006
 OM0235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0167 ***********************************************************************
 OM0167  DESIGNATION -  L 104 RESET
 OM0167  PID         -  OM0167
 OM0167  STATE/COUNTY-  WI/DODGE
 OM0167  USGS QUAD   -  WAUPUN SOUTH (1980)
 OM0167
 OM0167                         *CURRENT SURVEY CONTROL
 OM0167  ___________________________________________________________________
 OM0167* NAD 83(1986)-  43 30 22.     (N)    088 42 20.     (W)     SCALED    
 OM0167* NAVD 88     -       265.598  (meters)     871.38   (feet)  ADJUSTED  
 OM0167  ___________________________________________________________________
 OM0167  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 OM0167  DYNAMIC HT  -         265.537 (meters)     871.18  (feet)  COMP
 OM0167  MODELED GRAV-     980,381.4   (mgal)                       NAVD 88
 OM0167
 OM0167  VERT ORDER  -  SECOND    CLASS I
 OM0167
 OM0167.The horizontal coordinates were scaled from a topographic map and have
 OM0167.an estimated accuracy of +/- 6 seconds.
 OM0167
 OM0167.The orthometric height was determined by differential leveling
 OM0167.and adjusted by the National Geodetic Survey in October 2000..
 OM0167
 OM0167.The geoid height was determined by GEOID03.
 OM0167
 OM0167.The dynamic height is computed by dividing the NAVD 88
 OM0167.geopotential number by the normal gravity value computed on the
 OM0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0167.degrees latitude (g = 980.6199 gals.).
 OM0167
 OM0167.The modeled gravity was interpolated from observed gravity values.
 OM0167
 OM0167;                    North         East    Units  Estimated Accuracy
 OM0167;SPC WI S     -   168,130.      704,670.      MT  (+/- 180 meters Scaled)
 OM0167
 OM0167                          SUPERSEDED SURVEY CONTROL
 OM0167
 OM0167  NGVD 29 (09/01/04)  265.63   (m)          871.5    (f) RESET       3  
 OM0167
 OM0167.Superseded values are not recommended for survey control.
 OM0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0167.See file dsdata.txt to determine how the superseded data were derived.
 OM0167
 OM0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP621184(NAD 83)
 OM0167_MARKER: DV = VERTICAL CONTROL DISK
 OM0167_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OM0167_SP_SET: LIGHT STRUCTURE
 OM0167_STAMPING: L 104 RESET 1974
 OM0167_MARK LOGO: NGS   
 OM0167_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM0167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0167_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0167+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 OM0167
 OM0167  HISTORY     - Date     Condition        Report By
 OM0167  HISTORY     - 1974     MONUMENTED       WI-027
 OM0167  HISTORY     - 19990713 GOOD             WIDT
 OM0167  HISTORY     - 20030813 GOOD             USPSQD
 OM0167  HISTORY     - 20040614 GOOD             WIDT
 OM0167  HISTORY     - 20060918 GOOD             USPSQD
 OM0167
 OM0167                          STATION DESCRIPTION
 OM0167
 OM0167'DESCRIBED BY DODGE COUNTY WISCONSIN 1974
 OM0167'AT BURNETT.
 OM0167'AT BURNETT, DODGE COUNTY, 668.75 FEET NORTH OF CENTERLINE OF
 OM0167'DEPOT STREET ON MARKET STREET, 500.76 FEET SOUTH OF CENTERLINE
 OM0167'OF CROSS STREET ON MARKET STREET, OPPOSITE R.R. BRIDGE 250, ABOUT
 OM0167'283.15 FEET NORTH OF A CROSSING OF A RAILROAD TRACK AND MARKET
 OM0167'STREET, AT A BRIDGE, 16.2 FEET WEST OF THE CENTERLINE OF MARKET
 OM0167'STREET IN THE SOUTHWEST WING WALL, AND ABOUT 54 FEET EAST OF
 OM0167'CENTERLINE OF R.R. TRACKS, STANDARD DISK.
 OM0167
 OM0167                          STATION RECOVERY (1999)
 OM0167
 OM0167'RECOVERY NOTE BY WI DEPT OF TRANSP 1999 (DJH)
 OM0167'THE STATION IS LOCATED ABOUT 12.9 KM (8.00 MI) NORTHEAST OF BEAVER DAM
 OM0167'IN THE COMMUNITY OF BURNETT.  OWNERSHIP--TOWN OF BURNETT.  TO REACH
 OM0167'THE STATION FROM THE JUNCTION OF STATE HIGHWAY 26 WITH STATE HIGHWAY
 OM0167'33 APPROXIMATELY 4.0 KM (2.50 MI) NORTH OF THE CITY OF JUNEAU, GO
 OM0167'NORTH ON STATE HIGHWAY 26 FOR 6.8 KM (4.20 MI) TO MAIN STREET IN THE
 OM0167'COMMUNITY OF BURNETT, TURN RIGHT AND GO EAST ON MAIN STREET FOR 0.24
 OM0167'KM (0.15 MI) TO MARKET STREET, TURN LEFT AND GO NORTH ON MARKET STREET
 OM0167'FOR 0.16 KM (0.10 MI) TO THE STATION ON THE LEFT.  THE STATION IS A
 OM0167'BRONZE NGS VERTICAL CONTROL DISK STAMPED --L 104 RESET 1974-- AND SET
 OM0167'IN THE TOP OF THE SOUTH RETAINING WALL ON THE WEST SIDE OF THE BRIDGE
 OM0167'AND ABOUT 0.5 M (1.6 FT) BELOW THE STREET.  THE STATION IS 5.0 M (16.4
 OM0167'FT) WEST OF THE CENTERLINE OF MARKET STREET, 16.2 M (53.1 FT)
 OM0167'NORTHWEST OF POWER POLE --12-15E-16.4 43/26--, 6.8 M (22.3 FT)
 OM0167'SOUTH-SOUTHWEST OF THE WEST EDGE OF THE PAVED DECKING AT MID-SPAN OF
 OM0167'THE MARKET STREET BRIDGE, AND 3.3 M (10.8 FT) NORTH OF A WOODEN POST
 OM0167'FOR A YELLOW AND BLACK CIRCULAR RAILROAD SIGN. ---NOTE---VISIBLE
 OM0167'OBSTRUCTIONS AT THIS STATION ARE A TREE IN THE EAST QUADRANT EXTENDING
 OM0167'TO 45 DEGREES ABOVE THE HORIZON, A TREE IN THE SOUTHEAST QUADRANT
 OM0167'EXTENDING TO 30 DEGREES ABOVE THE HORIZON, AND UTILITY LINES STRUNG
 OM0167'PARALLEL TO MARKET STREET IN THE NORTHWEST AND SOUTHWEST QUADRANTS
 OM0167'EXTENDING TO 70 DEGREES ABOVE THE HORIZON.
 OM0167
 OM0167                          STATION RECOVERY (2003)
 OM0167
 OM0167'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0167'RECOVERED IN GOOD CONDITION.
 OM0167
 OM0167                          STATION RECOVERY (2004)
 OM0167
 OM0167'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 OM0167'RECOVERED AS DESCRIBED.
 OM0167
 OM0167                          STATION RECOVERY (2006)
 OM0167
 OM0167'RECOVERY NOTE BY US POWER SQUADRON 2006
 OM0167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0189 ***********************************************************************
 OM0189  DESIGNATION -  L 105
 OM0189  PID         -  OM0189
 OM0189  STATE/COUNTY-  WI/DODGE
 OM0189  USGS QUAD   -  WAUPUN NORTH (1980)
 OM0189
 OM0189                         *CURRENT SURVEY CONTROL
 OM0189  ___________________________________________________________________
 OM0189* NAD 83(1986)-  43 37 58.     (N)    088 43 55.     (W)     SCALED    
 OM0189* NAVD 88     -       275.465  (meters)     903.75   (feet)  ADJUSTED  
 OM0189  ___________________________________________________________________
 OM0189  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 OM0189  DYNAMIC HT  -         275.402 (meters)     903.55  (feet)  COMP
 OM0189  MODELED GRAV-     980,384.6   (mgal)                       NAVD 88
 OM0189
 OM0189  VERT ORDER  -  SECOND    CLASS 0
 OM0189
 OM0189.The horizontal coordinates were scaled from a topographic map and have
 OM0189.an estimated accuracy of +/- 6 seconds.
 OM0189
 OM0189.The orthometric height was determined by differential leveling
 OM0189.and adjusted by the National Geodetic Survey in June 1991..
 OM0189
 OM0189.The geoid height was determined by GEOID03.
 OM0189
 OM0189.The dynamic height is computed by dividing the NAVD 88
 OM0189.geopotential number by the normal gravity value computed on the
 OM0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0189.degrees latitude (g = 980.6199 gals.).
 OM0189
 OM0189.The modeled gravity was interpolated from observed gravity values.
 OM0189
 OM0189;                    North         East    Units  Estimated Accuracy
 OM0189;SPC WI S     -   182,170.      702,320.      MT  (+/- 180 meters Scaled)
 OM0189
 OM0189                          SUPERSEDED SURVEY CONTROL
 OM0189
 OM0189  NGVD 29 (??/??/92)  275.505  (m)          903.89   (f) ADJ UNCH    2 0
 OM0189
 OM0189.Superseded values are not recommended for survey control.
 OM0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0189.See file dsdata.txt to determine how the superseded data were derived.
 OM0189
 OM0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP602325(NAD 83)
 OM0189_MARKER: DB = BENCH MARK DISK
 OM0189_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OM0189_SP_SET: VERTICALLY IN WALL OF BUILDING
 OM0189_STAMPING: L 105 1934
 OM0189_MARK LOGO: CGS   
 OM0189_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0189+STABILITY: SURFACE MOTION
 OM0189_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0189+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2004
 OM0189
 OM0189  HISTORY     - Date     Condition        Report By
 OM0189  HISTORY     - 1934     MONUMENTED       CGS
 OM0189  HISTORY     - 19980521 GOOD             WIDT
 OM0189  HISTORY     - 20030813 GOOD             USPSQD
 OM0189  HISTORY     - 20040707 GOOD             WIDT
 OM0189
 OM0189                          STATION DESCRIPTION
 OM0189
 OM0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0189'AT WAUPUN.
 OM0189'AT THE WAUPUN COURT HOUSE, AT THE CORNER OF SOUTH FOREST AND
 OM0189'EAST MAIN STREETS.  SET VERTICALLY AT THE SOUTHWEST CORNER
 OM0189'OF BUILDING, 75 FEET EAST OF CENTERLINE OF SO. FOREST STREET.
 OM0189
 OM0189                          STATION RECOVERY (1998)
 OM0189
 OM0189'RECOVERY NOTE BY WI DEPT OF TRANSP 1998 (GRS)
 OM0189'THE STATION IS LOCATED ABOUT 20.9 KM (13.00 MI) NORTH OF BEAVER DAM,
 OM0189'IN WAUPUN.  OWNERSHIP--CITY OF WAUPUN.  TO REACH THE STATION FROM THE
 OM0189'JUNCTION OF STATE HIGHWAY 26 (WATERTOWN STREET) WITH STATE HIGHWAY 49
 OM0189'(MAIN STREET) IN THE CITY OF WAUPUN, GO WEST ON STATE HIGHWAY 49 (MAIN
 OM0189'STREET) FOR 0.56 KM (0.35 MI) TO FOREST STREET, TURN LEFT AND GO SOUTH
 OM0189'ON FOREST STREET FOR 60 M (196.8 FT) TO THE STATION ON THE LEFT.  THE
 OM0189'STATION IS A BRONZE CGS BENCH MARK DISK STAMPED --L 105 1934-- AND SET
 OM0189'VERTICALLY IN THE SOUTH END OF THE WEST BRICK FACE OF THE WAUPUN CITY
 OM0189'HALL BUILDING 1 M (3.3 FT) ABOVE GROUND.  THE STATION IS 22.3 M (73.2
 OM0189'FT) EAST OF THE CENTERLINE OF FOREST STREET, 17.5 M (57.4 FT) EAST
 OM0189'NORTHEAST OF UTILITY POLE --59-9--, AND 0.31 M (1.02 FT) NORTH OF THE
 OM0189'SOUTHWEST CORNER OF THE BUILDING.
 OM0189
 OM0189                          STATION RECOVERY (2003)
 OM0189
 OM0189'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0189'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS SET VERTICALLY ON
 OM0189'THE WALL BEHIND A GAS METER, VALVES AND PIPES.
 OM0189
 OM0189                          STATION RECOVERY (2004)
 OM0189
 OM0189'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 OM0189'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0106 ***********************************************************************
 OM0106  DESIGNATION -  L 106
 OM0106  PID         -  OM0106
 OM0106  STATE/COUNTY-  WI/WAUKESHA
 OM0106  USGS QUAD   -  OCONOMOWOC EAST (1976)
 OM0106
 OM0106                         *CURRENT SURVEY CONTROL
 OM0106  ___________________________________________________________________
 OM0106* NAD 83(1986)-  43 06 26.     (N)    088 27 18.     (W)     SCALED    
 OM0106* NAVD 88     -       270.703  (meters)     888.13   (feet)  ADJUSTED  
 OM0106  ___________________________________________________________________
 OM0106  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 OM0106  DYNAMIC HT  -         270.633 (meters)     887.90  (feet)  COMP
 OM0106  MODELED GRAV-     980,355.2   (mgal)                       NAVD 88
 OM0106
 OM0106  VERT ORDER  -  SECOND    CLASS 0
 OM0106
 OM0106.The horizontal coordinates were scaled from a topographic map and have
 OM0106.an estimated accuracy of +/- 6 seconds.
 OM0106
 OM0106.The orthometric height was determined by differential leveling
 OM0106.and adjusted by the National Geodetic Survey in June 1991..
 OM0106
 OM0106.The geoid height was determined by GEOID03.
 OM0106
 OM0106.The dynamic height is computed by dividing the NAVD 88
 OM0106.geopotential number by the normal gravity value computed on the
 OM0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0106.degrees latitude (g = 980.6199 gals.).
 OM0106
 OM0106.The modeled gravity was interpolated from observed gravity values.
 OM0106
 OM0106;                    North         East    Units  Estimated Accuracy
 OM0106;SPC WI S     -   124,170.      725,750.      MT  (+/- 180 meters Scaled)
 OM0106
 OM0106                          SUPERSEDED SURVEY CONTROL
 OM0106
 OM0106  NGVD 29 (??/??/92)  270.768  (m)          888.34   (f) ADJ UNCH    2 0
 OM0106
 OM0106.Superseded values are not recommended for survey control.
 OM0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0106.See file dsdata.txt to determine how the superseded data were derived.
 OM0106
 OM0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN816737(NAD 83)
 OM0106_MARKER: DB = BENCH MARK DISK
 OM0106_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OM0106_SP_SET: BRIDGE ABUTMENT
 OM0106_STAMPING: L 106 1934
 OM0106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0106
 OM0106  HISTORY     - Date     Condition        Report By
 OM0106  HISTORY     - 1934     MONUMENTED       CGS
 OM0106  HISTORY     - 1961     GOOD             LOCENG
 OM0106
 OM0106                          STATION DESCRIPTION
 OM0106
 OM0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0106'0.6 MI W FROM OKAUCHEE.
 OM0106'0.6 MILE WEST OF ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND
 OM0106'PACIFIC RAILROAD 14 1/2 POLES EAST OF MILEPOST 116, 13 POLES
 OM0106'EAST OF GIFFORDS STATION.  SET IN THE SOUTH END OF THE EAST
 OM0106'ABUTMENT OF RAILROAD OVERPASS C-64 1/2, 9 FEET SOUTH OF THE
 OM0106'CENTER LINE OF THE SOUTH TRACK, 1.5 FOOT BELOW RAIL LEVEL.
 OM0106
 OM0106                          STATION RECOVERY (1961)
 OM0106
 OM0106'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961
 OM0106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0427 ***********************************************************************
 OM0427  DESIGNATION -  L 107
 OM0427  PID         -  OM0427
 OM0427  STATE/COUNTY-  WI/DANE
 OM0427  USGS QUAD   -  MARSHALL (1981)
 OM0427
 OM0427                         *CURRENT SURVEY CONTROL
 OM0427  ___________________________________________________________________
 OM0427* NAD 83(1986)-  43 10 56.     (N)    089 05 16.     (W)     SCALED    
 OM0427* NAVD 88     -       261.339  (meters)     857.41   (feet)  ADJUSTED  
 OM0427  ___________________________________________________________________
 OM0427  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 OM0427  DYNAMIC HT  -         261.270 (meters)     857.18  (feet)  COMP
 OM0427  MODELED GRAV-     980,350.4   (mgal)                       NAVD 88
 OM0427
 OM0427  VERT ORDER  -  SECOND    CLASS 0
 OM0427
 OM0427.The horizontal coordinates were scaled from a topographic map and have
 OM0427.an estimated accuracy of +/- 6 seconds.
 OM0427
 OM0427.The orthometric height was determined by differential leveling
 OM0427.and adjusted by the National Geodetic Survey in June 1991..
 OM0427
 OM0427.The geoid height was determined by GEOID03.
 OM0427
 OM0427.The dynamic height is computed by dividing the NAVD 88
 OM0427.geopotential number by the normal gravity value computed on the
 OM0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0427.degrees latitude (g = 980.6199 gals.).
 OM0427
 OM0427.The modeled gravity was interpolated from observed gravity values.
 OM0427
 OM0427;                    North         East    Units  Estimated Accuracy
 OM0427;SPC WI S     -   131,740.      674,160.      MT  (+/- 180 meters Scaled)
 OM0427
 OM0427                          SUPERSEDED SURVEY CONTROL
 OM0427
 OM0427  NGVD 29 (??/??/92)  261.396  (m)          857.60   (f) ADJ UNCH    2 0
 OM0427
 OM0427.Superseded values are not recommended for survey control.
 OM0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0427.See file dsdata.txt to determine how the superseded data were derived.
 OM0427
 OM0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN303831(NAD 83)
 OM0427_MARKER: DB = BENCH MARK DISK
 OM0427_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OM0427_SP_SET: BRIDGE
 OM0427_STAMPING: L-107 1934
 OM0427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0427
 OM0427  HISTORY     - Date     Condition        Report By
 OM0427  HISTORY     - 1934     MONUMENTED       CGS
 OM0427
 OM0427                          STATION DESCRIPTION
 OM0427
 OM0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0427'1.6 MI W FROM MARSHALL.
 OM0427'1.6 MILES WEST OF THE DEPOT AT MARSHALL ALONG THE CHICAGO, MILWAUKEE,
 OM0427'ST PAUL AND PACIFIC RAILROAD TO 45 FOOT STEEL-CONCRETE BRIDGE
 OM0427'ON HIGHWAY, 60 FEET NORTH OF RAILROAD BRIDGE C-586.  SET IN THE
 OM0427'SOUTHEAST WINGWALL, 9 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 OM0427'2 FEET BELOW RAIL LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG3892 ***********************************************************************
 DG3892  DESIGNATION -  L 107 RESET
 DG3892  PID         -  DG3892
 DG3892  STATE/COUNTY-  WI/DANE
 DG3892  USGS QUAD   -  MARSHALL (1981)
 DG3892
 DG3892                         *CURRENT SURVEY CONTROL
 DG3892  ___________________________________________________________________
 DG3892* NAD 83(1986)-  43 10 56.     (N)    089 05 19.     (W)     SCALED    
 DG3892* NAVD 88     -       262.106  (meters)     859.93   (feet)  ADJUSTED  
 DG3892  ___________________________________________________________________
 DG3892  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 DG3892  DYNAMIC HT  -         262.037 (meters)     859.70  (feet)  COMP
 DG3892  MODELED GRAV-     980,350.3   (mgal)                       NAVD 88
 DG3892
 DG3892  VERT ORDER  -  SECOND    CLASS I
 DG3892
 DG3892.The horizontal coordinates were scaled from a topographic map and have
 DG3892.an estimated accuracy of +/- 6 seconds.
 DG3892
 DG3892.The orthometric height was determined by differential leveling
 DG3892.and adjusted by the National Geodetic Survey in February 2004..
 DG3892
 DG3892.The geoid height was determined by GEOID03.
 DG3892
 DG3892.The dynamic height is computed by dividing the NAVD 88
 DG3892.geopotential number by the normal gravity value computed on the
 DG3892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG3892.degrees latitude (g = 980.6199 gals.).
 DG3892
 DG3892.The modeled gravity was interpolated from observed gravity values.
 DG3892
 DG3892;                    North         East    Units  Estimated Accuracy
 DG3892;SPC WI S     -   131,740.      674,090.      MT  (+/- 180 meters Scaled)
 DG3892
 DG3892                          SUPERSEDED SURVEY CONTROL
 DG3892
 DG3892.No superseded survey control is available for this station.
 DG3892
 DG3892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN302831(NAD 83)
 DG3892_MARKER: DV = VERTICAL CONTROL DISK
 DG3892_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG3892_SP_SET: BRIDGE ABUTMENT
 DG3892_STAMPING: L 107 RESET
 DG3892_MARK LOGO: WIDT  
 DG3892_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG3892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG3892_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG3892+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG3892
 DG3892  HISTORY     - Date     Condition        Report By
 DG3892  HISTORY     - UNK      MONUMENTED       WIDT
 DG3892  HISTORY     - 2002     GOOD             WIDT
 DG3892
 DG3892                          STATION DESCRIPTION
 DG3892
 DG3892'DESCRIBED BY WI DEPT OF TRANSP 2002 (DJH)
 DG3892'THE STATION IS LOCATED ABOUT 26 KM NORTHEAST OF MADISON, 10 KM EAST
 DG3892'OF SUN PRAIRIE, AND 2 KM NORTHWEST OF MARSHALL.  OWNERSHIP--TOWN OF
 DG3892'MEDINA.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 19
 DG3892'(MAIN STREET) WITH STATE HIGHWAY 73 NORTH (HUBBELL STREET) IN THE
 DG3892'VILLAGE OF MARSHALL, GO NORTH ON STATE HIHGWAY 73 (HUBBELL STREET)
 DG3892'FOR 1.8 KM TO CANAL ROAD, TURN LEFT AND GO WEST ON CANAL ROAD FOR 2.4
 DG3892'KM TO BRIDGE --B-13-348-82-- AND THE STATION ON THE LEFT.  THE
 DG3892'STATION IS AN ALUMINUM WISCONSIN DEPARTMENT OF TRANSPORTATION
 DG3892'VERTICAL CONTROL DISK SET IN THE SOUTH END OF THE WEST BRIDGE
 DG3892'ABUTMENT AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 4.2
 DG3892'M SOUTH OF THE CENTERLINE OF CANAL ROAD, 13.7 M NORTH OF THE NORTH
 DG3892'RAIL OF THE RAILROAD TRACKS, AND 0.2 M SOUTH OF THE SOUTH EDGE OF THE
 DG3892'BRIDGE DECK.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 DG3892'OBSERVATIONS DUE TO TREES TO THE SOUTH AND NORTH EXTENDING TO 30
 DG3892'DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0457 ***********************************************************************
 OM0457  DESIGNATION -  L 108
 OM0457  PID         -  OM0457
 OM0457  STATE/COUNTY-  WI/DANE
 OM0457  USGS QUAD   -  MAZOMANIE (1962)
 OM0457
 OM0457                         *CURRENT SURVEY CONTROL
 OM0457  ___________________________________________________________________
 OM0457* NAD 83(1986)-  43 10 30.     (N)    089 47 31.     (W)     SCALED    
 OM0457* NAVD 88     -       236.598  (meters)     776.24   (feet)  ADJUSTED  
 OM0457  ___________________________________________________________________
 OM0457  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 OM0457  DYNAMIC HT  -         236.537 (meters)     776.04  (feet)  COMP
 OM0457  MODELED GRAV-     980,356.2   (mgal)                       NAVD 88
 OM0457
 OM0457  VERT ORDER  -  SECOND    CLASS 0
 OM0457
 OM0457.The horizontal coordinates were scaled from a topographic map and have
 OM0457.an estimated accuracy of +/- 6 seconds.
 OM0457
 OM0457.The orthometric height was determined by differential leveling
 OM0457.and adjusted by the National Geodetic Survey in June 1991..
 OM0457
 OM0457.The geoid height was determined by GEOID03.
 OM0457
 OM0457.The dynamic height is computed by dividing the NAVD 88
 OM0457.geopotential number by the normal gravity value computed on the
 OM0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0457.degrees latitude (g = 980.6199 gals.).
 OM0457
 OM0457.The modeled gravity was interpolated from observed gravity values.
 OM0457
 OM0457;                    North         East    Units  Estimated Accuracy
 OM0457;SPC WI S     -   130,550.      616,920.      MT  (+/- 180 meters Scaled)
 OM0457
 OM0457                          SUPERSEDED SURVEY CONTROL
 OM0457
 OM0457  NGVD 29 (??/??/92)  236.656  (m)          776.43   (f) ADJ UNCH    2 0
 OM0457
 OM0457.Superseded values are not recommended for survey control.
 OM0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0457.See file dsdata.txt to determine how the superseded data were derived.
 OM0457
 OM0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN730840(NAD 83)
 OM0457_MARKER: DB = BENCH MARK DISK
 OM0457_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OM0457_SP_SET: BRIDGE
 OM0457_STAMPING: L-108 1934
 OM0457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0457
 OM0457  HISTORY     - Date     Condition        Report By
 OM0457  HISTORY     - 1934     MONUMENTED       CGS
 OM0457  HISTORY     - 1960     MARK NOT FOUND   USGS
 OM0457
 OM0457                          STATION DESCRIPTION
 OM0457
 OM0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0457'AT MAZOMANIE.
 OM0457'ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC RAILROAD
 OM0457'4 POLES EAST OF THE DEPOT TO BRIDGE AT WATER TANK.  SET IN THE
 OM0457'TOP OF THE WEST STONE RETAINING WALL, MIDWAY BETWEEN MAIN TRACK
 OM0457'AND THE SIDING, 0.5 FOOT BELOW RAIL LEVEL.
 OM0457
 OM0457                          STATION RECOVERY (1960)
 OM0457
 OM0457'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 OM0457'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0481 ***********************************************************************
 OM0481  DESIGNATION -  L 109
 OM0481  PID         -  OM0481
 OM0481  STATE/COUNTY-  WI/SAUK
 OM0481  USGS QUAD   -  NORTH FREEDOM (1975)
 OM0481
 OM0481                         *CURRENT SURVEY CONTROL
 OM0481  ___________________________________________________________________
 OM0481* NAD 83(1986)-  43 25 06.     (N)    089 46 22.     (W)     SCALED    
 OM0481* NAVD 88     -       334.747  (meters)    1098.25   (feet)  ADJUSTED  
 OM0481  ___________________________________________________________________
 OM0481  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 OM0481  DYNAMIC HT  -         334.654 (meters)    1097.94  (feet)  COMP
 OM0481  MODELED GRAV-     980,331.8   (mgal)                       NAVD 88
 OM0481
 OM0481  VERT ORDER  -  SECOND    CLASS 0
 OM0481
 OM0481.The horizontal coordinates were scaled from a topographic map and have
 OM0481.an estimated accuracy of +/- 6 seconds.
 OM0481
 OM0481.The orthometric height was determined by differential leveling
 OM0481.and adjusted by the National Geodetic Survey in June 1991..
 OM0481
 OM0481.The geoid height was determined by GEOID03.
 OM0481
 OM0481.The dynamic height is computed by dividing the NAVD 88
 OM0481.geopotential number by the normal gravity value computed on the
 OM0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0481.degrees latitude (g = 980.6199 gals.).
 OM0481
 OM0481.The modeled gravity was interpolated from observed gravity values.
 OM0481
 OM0481;                    North         East    Units  Estimated Accuracy
 OM0481;SPC WI S     -   157,590.      618,400.      MT  (+/- 180 meters Scaled)
 OM0481
 OM0481                          SUPERSEDED SURVEY CONTROL
 OM0481
 OM0481  NGVD 29 (??/??/92)  334.789  (m)         1098.39   (f) ADJ UNCH    2 0
 OM0481
 OM0481.Superseded values are not recommended for survey control.
 OM0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0481.See file dsdata.txt to determine how the superseded data were derived.
 OM0481
 OM0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP755110(NAD 83)
 OM0481_MARKER: DB = BENCH MARK DISK
 OM0481_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OM0481_SP_SET: CULVERT
 OM0481_STAMPING: L-109 1934
 OM0481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0481
 OM0481  HISTORY     - Date     Condition        Report By
 OM0481  HISTORY     - 1934     MONUMENTED       CGS
 OM0481  HISTORY     - 1952     MARK NOT FOUND   UWI
 OM0481
 OM0481                          STATION DESCRIPTION
 OM0481
 OM0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0481'4.9 MI S FROM BARABOO.
 OM0481'4.9 MILES SOUTH OF SAUK C HOUSE ALONG U.S. HIGHWAY 12.  SET IN
 OM0481'THE SOUTHEAST CORNER OF THE EAST HEADWALL OF 4 FOOT BY 10 FOOT
 OM0481'CONCRETE CULVERT, 18 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 OM0481'200 FEET NORTH OF THE CENTER LINE OF THE ENTRANCE TO FARMHOUSE
 OM0481'EAST OF THE HIGHWAY AT HIGHWAY LEVEL.
 OM0481
 OM0481                          STATION RECOVERY (1952)
 OM0481
 OM0481'RECOVERY NOTE BY UNIVERSITY OF WISCONSIN 1952
 OM0481'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO0041 ***********************************************************************
 QO0041  DESIGNATION -  L 11
 QO0041  PID         -  QO0041
 QO0041  STATE/COUNTY-  WI/BARRON
 QO0041  USGS QUAD   -  ALMENA (1978)
 QO0041
 QO0041                         *CURRENT SURVEY CONTROL
 QO0041  ___________________________________________________________________
 QO0041* NAD 83(1986)-  45 24 29.     (N)    092 04 46.     (W)     SCALED    
 QO0041* NAVD 88     -       367.064  (meters)    1204.28   (feet)  ADJUSTED  
 QO0041  ___________________________________________________________________
 QO0041  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 QO0041  DYNAMIC HT  -         367.024 (meters)    1204.14  (feet)  COMP
 QO0041  MODELED GRAV-     980,496.8   (mgal)                       NAVD 88
 QO0041
 QO0041  VERT ORDER  -  FIRST     CLASS II
 QO0041
 QO0041.The horizontal coordinates were scaled from a topographic map and have
 QO0041.an estimated accuracy of +/- 6 seconds.
 QO0041
 QO0041.The orthometric height was determined by differential leveling
 QO0041.and adjusted by the National Geodetic Survey in June 1991..
 QO0041
 QO0041.The geoid height was determined by GEOID03.
 QO0041
 QO0041.The dynamic height is computed by dividing the NAVD 88
 QO0041.geopotential number by the normal gravity value computed on the
 QO0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0041.degrees latitude (g = 980.6199 gals.).
 QO0041
 QO0041.The modeled gravity was interpolated from observed gravity values.
 QO0041
 QO0041;                    North         East    Units  Estimated Accuracy
 QO0041;SPC WI C     -   177,070.      437,230.      MT  (+/- 180 meters Scaled)
 QO0041
 QO0041                          SUPERSEDED SURVEY CONTROL
 QO0041
 QO0041  NGVD 29 (??/??/92)  367.023  (m)         1204.14   (f) ADJ UNCH    1 2
 QO0041
 QO0041.Superseded values are not recommended for survey control.
 QO0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0041.See file dsdata.txt to determine how the superseded data were derived.
 QO0041
 QO0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL720286(NAD 83)
 QO0041_MARKER: DB = BENCH MARK DISK
 QO0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0041_STAMPING: L-11 1933
 QO0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0041+STABILITY: SURFACE MOTION
 QO0041
 QO0041  HISTORY     - Date     Condition        Report By
 QO0041  HISTORY     - 1933     MONUMENTED       CGS
 QO0041  HISTORY     - 1935     GOOD             NGS
 QO0041  HISTORY     - 1980     MARK NOT FOUND   NGS
 QO0041  HISTORY     - 20040908 MARK NOT FOUND   WIDT
 QO0041
 QO0041                          STATION DESCRIPTION
 QO0041
 QO0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QO0041'2.0 MI SW FROM ALMENA.
 QO0041'ALONG THE M.ST.P. AND SAULT STE MARIE RAILWAY, 1140 FEET NORTHEAST OF
 QO0041'MILE POST 79, 1/4 MILE WEST OF THE POINT WHERE HIGHWAY NO. 8 COMES
 QO0041'NEAREST THE RAILROAD, ON THE NORTHEAST CORNER OF FARM ROAD CROSSING,
 QO0041'48.1 FEET NORTH OF NORTH RAIL, 23.0 FEET EAST OF CENTERLINE OF FARM
 QO0041'ROAD, AND IN LINE WITH 3-WIRE HIGH TENSION LINE, ABOUT 3 FEET ABOVE
 QO0041'TOP OF RAIL.
 QO0041
 QO0041                          STATION RECOVERY (1935)
 QO0041
 QO0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 QO0041'RECOVERED IN GOOD CONDITION.
 QO0041
 QO0041                          STATION RECOVERY (1980)
 QO0041
 QO0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 QO0041'MARK NOT FOUND.
 QO0041
 QO0041                          STATION RECOVERY (2004)
 QO0041
 QO0041'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QO0041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0016 ***********************************************************************
 NJ0016  DESIGNATION -  L 110
 NJ0016  PID         -  NJ0016
 NJ0016  STATE/COUNTY-  WI/LAFAYETTE
 NJ0016  USGS QUAD   -  PLATTEVILLE (1952)
 NJ0016
 NJ0016                         *CURRENT SURVEY CONTROL
 NJ0016  ___________________________________________________________________
 NJ0016* NAD 83(1986)-  42 43 58.     (N)    090 24 21.     (W)     SCALED    
 NJ0016* NAVD 88     -       341.795  (meters)    1121.37   (feet)  ADJUSTED  
 NJ0016  ___________________________________________________________________
 NJ0016  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 NJ0016  DYNAMIC HT  -         341.693 (meters)    1121.04  (feet)  COMP
 NJ0016  MODELED GRAV-     980,311.5   (mgal)                       NAVD 88
 NJ0016
 NJ0016  VERT ORDER  -  SECOND    CLASS 0
 NJ0016
 NJ0016.The horizontal coordinates were scaled from a topographic map and have
 NJ0016.an estimated accuracy of +/- 6 seconds.
 NJ0016
 NJ0016.The orthometric height was determined by differential leveling
 NJ0016.and adjusted by the National Geodetic Survey in June 1991..
 NJ0016
 NJ0016.The geoid height was determined by GEOID03.
 NJ0016
 NJ0016.The dynamic height is computed by dividing the NAVD 88
 NJ0016.geopotential number by the normal gravity value computed on the
 NJ0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0016.degrees latitude (g = 980.6199 gals.).
 NJ0016
 NJ0016.The modeled gravity was interpolated from observed gravity values.
 NJ0016
 NJ0016;                    North         East    Units  Estimated Accuracy
 NJ0016;SPC WI S     -    81,490.      566,770.      MT  (+/- 180 meters Scaled)
 NJ0016
 NJ0016                          SUPERSEDED SURVEY CONTROL
 NJ0016
 NJ0016  NGVD 29 (??/??/92)  341.868  (m)         1121.61   (f) ADJ UNCH    2 0
 NJ0016
 NJ0016.Superseded values are not recommended for survey control.
 NJ0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0016.See file dsdata.txt to determine how the superseded data were derived.
 NJ0016
 NJ0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH123344(NAD 83)
 NJ0016_MARKER: DB = BENCH MARK DISK
 NJ0016_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0016_SP_SET: ABUTMENT
 NJ0016_STAMPING: L 110 1934
 NJ0016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0016
 NJ0016  HISTORY     - Date     Condition        Report By
 NJ0016  HISTORY     - 1934     MONUMENTED       CGS
 NJ0016  HISTORY     - 1942     GOOD             CNWRR
 NJ0016  HISTORY     - 19961005 GOOD             USPSQD
 NJ0016  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 NJ0016
 NJ0016                          STATION DESCRIPTION
 NJ0016
 NJ0016'DESCRIBED BY CHICAGO AND NORTH WESTERN RAILROAD 1942
 NJ0016'1.8 MI NE FROM IPSWICH.
 NJ0016'ABOUT 1.8 MILES NORTHEAST ALONG THE C AND NW RY FROM THE RAILWAY
 NJ0016'WATER TANK AT IPSWICH, AT UNDERPASS BRIDGE 1400 1/2 OF U.S.
 NJ0016'HIGHWAY 151 (FORMERLY U.S. HIGHWAY 118), IN THE NORTHWEST SIDE
 NJ0016'OF THE NORTHEAST CONCRETE ABUTMENT, 7 FT NORTHWEST OF THE
 NJ0016'CENTER LINE OF TRACK.
 NJ0016
 NJ0016                          STATION RECOVERY (1996)
 NJ0016
 NJ0016'RECOVERY NOTE BY US POWER SQUADRON 1996
 NJ0016'RECOVERED IN GOOD CONDITION.
 NJ0016
 NJ0016                          STATION RECOVERY (1998)
 NJ0016
 NJ0016'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0038 ***********************************************************************
 NJ0038  DESIGNATION -  L 111
 NJ0038  PID         -  NJ0038
 NJ0038  STATE/COUNTY-  WI/LAFAYETTE
 NJ0038  USGS QUAD   -  SHULLSBURG (1976)
 NJ0038
 NJ0038                         *CURRENT SURVEY CONTROL
 NJ0038  ___________________________________________________________________
 NJ0038* NAD 83(1986)-  42 34 39.     (N)    090 13 35.     (W)     SCALED    
 NJ0038* NAVD 88     -       285.870  (meters)     937.89   (feet)  ADJUSTED  
 NJ0038  ___________________________________________________________________
 NJ0038  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 NJ0038  DYNAMIC HT  -         285.781 (meters)     937.60  (feet)  COMP
 NJ0038  MODELED GRAV-     980,300.8   (mgal)                       NAVD 88
 NJ0038
 NJ0038  VERT ORDER  -  SECOND    CLASS 0
 NJ0038
 NJ0038.The horizontal coordinates were scaled from a topographic map and have
 NJ0038.an estimated accuracy of +/- 6 seconds.
 NJ0038
 NJ0038.The orthometric height was determined by differential leveling
 NJ0038.and adjusted by the National Geodetic Survey in June 1991..
 NJ0038
 NJ0038.The geoid height was determined by GEOID03.
 NJ0038
 NJ0038.The dynamic height is computed by dividing the NAVD 88
 NJ0038.geopotential number by the normal gravity value computed on the
 NJ0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0038.degrees latitude (g = 980.6199 gals.).
 NJ0038
 NJ0038.The modeled gravity was interpolated from observed gravity values.
 NJ0038
 NJ0038;                    North         East    Units  Estimated Accuracy
 NJ0038;SPC WI S     -    64,180.      581,410.      MT  (+/- 180 meters Scaled)
 NJ0038
 NJ0038                          SUPERSEDED SURVEY CONTROL
 NJ0038
 NJ0038  NGVD 29 (??/??/92)  285.939  (m)          938.12   (f) ADJ UNCH    2 0
 NJ0038
 NJ0038.Superseded values are not recommended for survey control.
 NJ0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0038.See file dsdata.txt to determine how the superseded data were derived.
 NJ0038
 NJ0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH276176(NAD 83)
 NJ0038_MARKER: DB = BENCH MARK DISK
 NJ0038_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NJ0038_SP_SET: BRIDGE WINGWALL ABUTMENT
 NJ0038_STAMPING: L 111 1934
 NJ0038_MARK LOGO: CGS   
 NJ0038_MAGNETIC: N = NO MAGNETIC MATERIAL
 NJ0038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0038+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2002
 NJ0038
 NJ0038  HISTORY     - Date     Condition        Report By
 NJ0038  HISTORY     - 1934     MONUMENTED       CGS
 NJ0038  HISTORY     - 19981118 MARK NOT FOUND   USPSQD
 NJ0038  HISTORY     - 20020801 GOOD             WIDT
 NJ0038
 NJ0038                          STATION DESCRIPTION
 NJ0038
 NJ0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0038'AT SHULLSBURG.
 NJ0038'AT SHULLSBURG, LAFAYETTE  COUNTY, ON STATE HIGHWAY 11, AT THE
 NJ0038'CROSSING OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 NJ0038'RAILROAD, ABOUT 500 FEET SOUTHEAST OF THE STATION, IN THE TOP
 NJ0038'OF THE SOUTH CONCRETE WING WALL OF A HIGHWAY BRIDGE, AND 45
 NJ0038'FEET NORTHEAST OF THE CENTER LINE OF THE TRACK.  A STANDARD
 NJ0038'DISK, STAMPED L 111 1934.
 NJ0038
 NJ0038                          STATION RECOVERY (1998)
 NJ0038
 NJ0038'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0038'MARK NOT FOUND.
 NJ0038
 NJ0038                          STATION RECOVERY (2002)
 NJ0038
 NJ0038'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (TSS)
 NJ0038'OWNERSHIP--CITY OF SHULLSBURG.  TO REACH THE STATION FROM THE JUNCTION
 NJ0038'OF STATE HIGHWAY 11 WITH COUNTY HIGHWAY O IN THE CITY OF SHULLSBURG,
 NJ0038'GO NORTHEAST ON STATE HIGHWAY 11 FOR 1.0 MI (1.61 KM) TO HAPPY STREET
 NJ0038'ON THE RIGHT TURN RIGHT AND GO SOUTHWEST ON HAPPY STREET FOR 0.3 MI
 NJ0038'(0.48 KM) TO A BRIDGE AND THE STATION ON THE LEFT.  THE STATION IS SET
 NJ0038'IN THE SOUTH WINGWALL OF THE EAST ABUTMENT.  THE STATION IS A BRONZE
 NJ0038'US COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP OF A WING
 NJ0038'WALL AND ABOUT LEVEL WITH THE STREET PAVEMENT.  THE STATION IS 4.4 M
 NJ0038'(14.4 FT) SOUTH OF THE CENTERLINE OF FRIENDSHIP STREET, 4.8 M (15.7
 NJ0038'FT) EAST-NORTHEAST OF POWER POLE--088--, 13 M (42.7 FT) EAST OF THE
 NJ0038'CENTERLINE OF A PRIVATE ENTRANCE., 0.9 M (3.0 FT) BELOW THE TOP OF THE
 NJ0038'PARAPET.---NOTE--- VISIBLE OBSTRUCTIONS AT THIS STATION ARE A POWER
 NJ0038'POLE AND TREES IN THE NORTH QUADRANT EXTENDING TO 50 DEGREES ABOVE THE
 NJ0038'HORIZON AND TREES IN THE SOUTH QUADRANT EXTENDING TO 27 DEGREES ABOVE
 NJ0038'THE HORIZON AND A POWER POLE IN THE WEST QUADRANT EXTENDING TO 50
 NJ0038'DEGREES ABOVE THE HORIZON..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0767 ***********************************************************************
 NH0767  DESIGNATION -  L 112
 NH0767  PID         -  NH0767
 NH0767  STATE/COUNTY-  WI/GREEN
 NH0767  USGS QUAD   -  JUDA (1982)
 NH0767
 NH0767                         *CURRENT SURVEY CONTROL
 NH0767  ___________________________________________________________________
 NH0767* NAD 83(1986)-  42 34 26.     (N)    089 31 02.     (W)     SCALED    
 NH0767* NAVD 88     -       260.219  (meters)     853.74   (feet)  ADJUSTED  
 NH0767  ___________________________________________________________________
 NH0767  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 NH0767  DYNAMIC HT  -         260.138 (meters)     853.47  (feet)  COMP
 NH0767  MODELED GRAV-     980,301.5   (mgal)                       NAVD 88
 NH0767
 NH0767  VERT ORDER  -  SECOND    CLASS 0
 NH0767
 NH0767.The horizontal coordinates were scaled from a topographic map and have
 NH0767.an estimated accuracy of +/- 6 seconds.
 NH0767
 NH0767.The orthometric height was determined by differential leveling
 NH0767.and adjusted by the National Geodetic Survey in June 1991..
 NH0767
 NH0767.The geoid height was determined by GEOID03.
 NH0767
 NH0767.The dynamic height is computed by dividing the NAVD 88
 NH0767.geopotential number by the normal gravity value computed on the
 NH0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0767.degrees latitude (g = 980.6199 gals.).
 NH0767
 NH0767.The modeled gravity was interpolated from observed gravity values.
 NH0767
 NH0767;                    North         East    Units  Estimated Accuracy
 NH0767;SPC WI S     -    63,870.      639,640.      MT  (+/- 180 meters Scaled)
 NH0767
 NH0767                          SUPERSEDED SURVEY CONTROL
 NH0767
 NH0767  NGVD 29 (??/??/92)  260.300  (m)          854.00   (f) ADJ UNCH    2 0
 NH0767
 NH0767.Superseded values are not recommended for survey control.
 NH0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0767.See file dsdata.txt to determine how the superseded data were derived.
 NH0767
 NH0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN934165(NAD 83)
 NH0767_MARKER: DB = BENCH MARK DISK
 NH0767_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0767_SP_SET: BRIDGE
 NH0767_STAMPING: L-112 1934
 NH0767_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0767
 NH0767  HISTORY     - Date     Condition        Report By
 NH0767  HISTORY     - 1934     MONUMENTED       CGS
 NH0767  HISTORY     - 20010303 MARK NOT FOUND   NGS
 NH0767
 NH0767                          STATION DESCRIPTION
 NH0767
 NH0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NH0767'1.1 MI SW FROM JUDA.
 NH0767'1.1 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND
 NH0767'PACIFIC RAILROAD TO 6 FOOT CONCRETE BOX CULVERT ON HIGHWAY
 NH0767'OPPOSITE RAILROAD BRIDGE 117.  SET IN THE NORTHEAST END OF THE
 NH0767'NORTHWEST HEADWALL, 60 FEET SOUTHEAST OF THE CENTER LINE OF THE
 NH0767'TRACK, 5 FEET BELOW RAIL LEVEL.  COUNTY HIGHWAY K CROSSING, JUDA.
 NH0767
 NH0767                          STATION RECOVERY (2001)
 NH0767
 NH0767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0767'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0782 ***********************************************************************
 NH0782  DESIGNATION -  L 113
 NH0782  PID         -  NH0782
 NH0782  STATE/COUNTY-  WI/GREEN
 NH0782  USGS QUAD   -  BELLEVILLE (1981)
 NH0782
 NH0782                         *CURRENT SURVEY CONTROL
 NH0782  ___________________________________________________________________
 NH0782* NAD 83(1986)-  42 48 50.     (N)    089 33 39.     (W)     SCALED    
 NH0782* NAVD 88     -       284.858  (meters)     934.57   (feet)  ADJUSTED  
 NH0782  ___________________________________________________________________
 NH0782  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 NH0782  DYNAMIC HT  -         284.778 (meters)     934.31  (feet)  COMP
 NH0782  MODELED GRAV-     980,330.2   (mgal)                       NAVD 88
 NH0782
 NH0782  VERT ORDER  -  SECOND    CLASS 0
 NH0782
 NH0782.The horizontal coordinates were scaled from a topographic map and have
 NH0782.an estimated accuracy of +/- 6 seconds.
 NH0782
 NH0782.The orthometric height was determined by differential leveling
 NH0782.and adjusted by the National Geodetic Survey in June 1991..
 NH0782
 NH0782.The geoid height was determined by GEOID03.
 NH0782
 NH0782.The dynamic height is computed by dividing the NAVD 88
 NH0782.geopotential number by the normal gravity value computed on the
 NH0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0782.degrees latitude (g = 980.6199 gals.).
 NH0782
 NH0782.The modeled gravity was interpolated from observed gravity values.
 NH0782
 NH0782;                    North         East    Units  Estimated Accuracy
 NH0782;SPC WI S     -    90,510.      635,920.      MT  (+/- 180 meters Scaled)
 NH0782
 NH0782                          SUPERSEDED SURVEY CONTROL
 NH0782
 NH0782  NGVD 29 (??/??/92)  284.934  (m)          934.82   (f) ADJ UNCH    2 0
 NH0782
 NH0782.Superseded values are not recommended for survey control.
 NH0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0782.See file dsdata.txt to determine how the superseded data were derived.
 NH0782
 NH0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN906433(NAD 83)
 NH0782_MARKER: DB = BENCH MARK DISK
 NH0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0782_STAMPING: L-113 1934
 NH0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0782+STABILITY: SURFACE MOTION
 NH0782
 NH0782  HISTORY     - Date     Condition        Report By
 NH0782  HISTORY     - 1934     MONUMENTED       CGS
 NH0782  HISTORY     - 1961     GOOD             USGS
 NH0782  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH0782
 NH0782                          STATION DESCRIPTION
 NH0782
 NH0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NH0782'3.5 MI S FROM BELLEVILLE.
 NH0782'3.5 MILES SOUTH OF THE DEPOT AT BELLEVILLE.  ALONG THE ILLINOIS
 NH0782'CENTRAL RAILROAD, 10 1/2 POLES NORTH OF MILEPOST M-21.  SET IN
 NH0782'POST 78 FEET EAST OF THE CENTER LINE OF THE TRACK, 27 FEET NORTH
 NH0782'OF THE CENTER LINE OF THE ROAD CROSSING, 15 FEET NORTHEAST OF
 NH0782'TELEPHONE POLE, 4 FEET NORTHEAST OF CORNER POST, AT RAIL LEVEL.
 NH0782'NOTE-- CONCRETE BRIDGE REBUILT, CONTROL NOTES READ 12 FT E
 NH0782'CENTERLINE OF ROAD.  THE TABLET NOW SETS 19 FT E OF THE CENTERLINE
 NH0782'OF THE ROAD.
 NH0782
 NH0782                          STATION RECOVERY (1961)
 NH0782
 NH0782'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 NH0782'RECOVERED IN GOOD CONDITION.
 NH0782
 NH0782                          STATION RECOVERY (2001)
 NH0782
 NH0782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0782'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0114 ***********************************************************************
 OM0114  DESIGNATION -  L 114
 OM0114  PID         -  OM0114
 OM0114  STATE/COUNTY-  WI/WAUKESHA
 OM0114  USGS QUAD   -  WAUKESHA (1994)
 OM0114
 OM0114                         *CURRENT SURVEY CONTROL
 OM0114  ___________________________________________________________________
 OM0114* NAD 83(1986)-  43 00 39.     (N)    088 13 48.     (W)     SCALED    
 OM0114* NAVD 88     -       252.132  (meters)     827.20   (feet)  ADJUSTED  
 OM0114  ___________________________________________________________________
 OM0114  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 OM0114  DYNAMIC HT  -         252.062 (meters)     826.97  (feet)  COMP
 OM0114  MODELED GRAV-     980,337.9   (mgal)                       NAVD 88
 OM0114
 OM0114  VERT ORDER  -  SECOND    CLASS I
 OM0114
 OM0114.The horizontal coordinates were scaled from a topographic map and have
 OM0114.an estimated accuracy of +/- 6 seconds.
 OM0114
 OM0114.The orthometric height was determined by differential leveling
 OM0114.and adjusted by the National Geodetic Survey in February 2004..
 OM0114
 OM0114.The geoid height was determined by GEOID03.
 OM0114
 OM0114.The dynamic height is computed by dividing the NAVD 88
 OM0114.geopotential number by the normal gravity value computed on the
 OM0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0114.degrees latitude (g = 980.6199 gals.).
 OM0114
 OM0114.The modeled gravity was interpolated from observed gravity values.
 OM0114
 OM0114;                    North         East    Units  Estimated Accuracy
 OM0114;SPC WI S     -   113,830.      744,290.      MT  (+/- 180 meters Scaled)
 OM0114
 OM0114                          SUPERSEDED SURVEY CONTROL
 OM0114
 OM0114  NAVD 88 (06/15/91)  252.120  (m)          827.16   (f) UNKNOWN     2 0
 OM0114  NGVD 29 (??/??/92)  252.192  (m)          827.40   (f) ADJ UNCH    2 0
 OM0114
 OM0114.Superseded values are not recommended for survey control.
 OM0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0114.See file dsdata.txt to determine how the superseded data were derived.
 OM0114
 OM0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN997627(NAD 83)
 OM0114_MARKER: DB = BENCH MARK DISK
 OM0114_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OM0114_SP_SET: BUILDING
 OM0114_STAMPING: L 114 1934
 OM0114_MARK LOGO: CGS   
 OM0114_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OM0114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0114_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0114+SATELLITE: SATELLITE OBSERVATIONS - 2001
 OM0114
 OM0114  HISTORY     - Date     Condition        Report By
 OM0114  HISTORY     - 1934     MONUMENTED       CGS
 OM0114  HISTORY     - 1962     GOOD             NGS
 OM0114  HISTORY     - 2001     GOOD             WIDT
 OM0114  HISTORY     - 20030321 GOOD             USPSQD
 OM0114
 OM0114                          STATION DESCRIPTION
 OM0114
 OM0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0114'AT WAUKESHA.
 OM0114'MARK SET VERTICALLY IN THE NORTHEAST CORNER OF THE POST OFFICE,
 OM0114'21 FEET NORTH, THENCE 10 FEET WEST OF THE FRONT (EAST) ENTRANCE,
 OM0114'3.5 FEET ABOVE THE GROUND, 1 FOOT ABOVE THE CORNER STONE.
 OM0114
 OM0114                          STATION RECOVERY (1962)
 OM0114
 OM0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 OM0114'RECOVERED IN GOOD CONDITION.
 OM0114
 OM0114                          STATION RECOVERY (2001)
 OM0114
 OM0114'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OM0114'THE STATION IS LOCATED IN WAUKESHA. OWNERSHIP--CITY OF WAUKESHA.  TO
 OM0114'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 18 WITH STATE
 OM0114'HIGHWAY 164 IN THE CITY OF WAUKESHA, GO SOUTHEAST ON STATE HIGHWAY
 OM0114'164 FOR 0.2 KM TO CLINTON STREET ON THE RIGHT, TURN RIGHT AND GO
 OM0114'SOUTH ON CLINTON STREET FOR 0.2 KM TO WISCONSIN AVENUE, TURN LEFT AND
 OM0114'GO EAST ON WISCONSIN AVENUE FOR 0.1 KM TO GRAND AVENUE, TURN LEFT AND
 OM0114'GO NORTH ON GRAND AVENUE FOR 0.2 KM TO WEST BROADWAY, TURN RIGHT AND
 OM0114'GO EAST ON WEST BROADWAY FOR 0.1 KM TO GASPAR STREET AND THE STATION
 OM0114'ON THE RIGHT. THE STATION IS A BRONZE US COAST AND GEODETIC SURVEY
 OM0114'BENCH MARK DISK SET IN THE NORTHEAST CORNER OF EAST FACE OF A POST
 OM0114'OFFICE ABOUT 1 M ABOVE THE STREET PAVEMENT. THE STATION IS 9.8 M
 OM0114'SOUTH OF THE CENTERLINE OF WEST BROADWAY, 21.8 M WEST OF THE
 OM0114'CENTERLINE OF GASPAR STREET, 9.6 M SOUTHWEST OF A LIGHT POLE WITH A
 OM0114'--NO RIGHT TURN-- SIGN, AND 2.4 M NORTHWEST OF WESTERNMOST CONCRETE
 OM0114'PILLAR. ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATIONS
 OM0114'DUE TO BEING SET VERTICALLY.
 OM0114
 OM0114                          STATION RECOVERY (2003)
 OM0114
 OM0114'RECOVERY NOTE BY US POWER SQUADRON 2003 (MF)
 OM0114'MARK FOUND IN GOOD CONDITION.  NOW KNOWN AT 'THE ROTUNDA'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0321 ***********************************************************************
 NH0321  DESIGNATION -  L 115
 NH0321  PID         -  NH0321
 NH0321  STATE/COUNTY-  WI/WALWORTH
 NH0321  USGS QUAD   -  WALWORTH (1994)
 NH0321
 NH0321                         *CURRENT SURVEY CONTROL
 NH0321  ___________________________________________________________________
 NH0321* NAD 83(1986)-  42 31 52.     (N)    088 35 57.     (W)     SCALED    
 NH0321* NAVD 88     -       304.205  (meters)     998.05   (feet)  ADJUSTED  
 NH0321  ___________________________________________________________________
 NH0321  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 NH0321  DYNAMIC HT  -         304.109 (meters)     997.73  (feet)  COMP
 NH0321  MODELED GRAV-     980,297.0   (mgal)                       NAVD 88
 NH0321
 NH0321  VERT ORDER  -  SECOND    CLASS I
 NH0321
 NH0321.The horizontal coordinates were scaled from a topographic map and have
 NH0321.an estimated accuracy of +/- 6 seconds.
 NH0321
 NH0321.The orthometric height was determined by differential leveling
 NH0321.and adjusted by the National Geodetic Survey in June 1991..
 NH0321
 NH0321.The geoid height was determined by GEOID03.
 NH0321
 NH0321.The dynamic height is computed by dividing the NAVD 88
 NH0321.geopotential number by the normal gravity value computed on the
 NH0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0321.degrees latitude (g = 980.6199 gals.).
 NH0321
 NH0321.The modeled gravity was interpolated from observed gravity values.
 NH0321
 NH0321;                    North         East    Units  Estimated Accuracy
 NH0321;SPC WI S     -    59,970.      715,090.      MT  (+/- 180 meters Scaled)
 NH0321
 NH0321                          SUPERSEDED SURVEY CONTROL
 NH0321
 NH0321  NGVD 29 (??/??/92)  304.260  (m)          998.23   (f) ADJ UNCH    2 0
 NH0321
 NH0321.Superseded values are not recommended for survey control.
 NH0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0321.See file dsdata.txt to determine how the superseded data were derived.
 NH0321
 NH0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN686099(NAD 83)
 NH0321_MARKER: DB = BENCH MARK DISK
 NH0321_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0321_SP_SET: BUILDING WALL
 NH0321_STAMPING: L 115 1934
 NH0321_MARK LOGO: CGS   
 NH0321_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NH0321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0321_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NH0321+SATELLITE: SATELLITE OBSERVATIONS - 2001
 NH0321
 NH0321  HISTORY     - Date     Condition        Report By
 NH0321  HISTORY     - 1934     MONUMENTED       CGS
 NH0321  HISTORY     - 1960     GOOD             NGS
 NH0321  HISTORY     - 1988     GOOD             USPSQD
 NH0321  HISTORY     - 2001     GOOD             WIDT
 NH0321
 NH0321                          STATION DESCRIPTION
 NH0321
 NH0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NH0321'AT WALWORTH.
 NH0321'AT WALWORTH, AT THE INTERSECTION OF NORTH MAIN STREET AND KENOSHA
 NH0321'STREET, EAST OF AND ACROSS N. MAIN STREET FROM THE SOUTHEAST
 NH0321'CORNER OF THE PUBLIC SQUARE, SET VERTICALLY IN THE WEST FACE OF
 NH0321'WALWORTH STATE BANK, 10 FEET NORTH OF THE SOUTHWEST CORNER OF
 NH0321'THE BUILDING, 10 FEET EAST OF THE EAST CURB LINE OF N. MAIN
 NH0321'STREET, 26 1/2 FEET NORTH OF THE NORTH CURB LINE OF KENOSHA
 NH0321'STREET, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE SIDEWALK.
 NH0321
 NH0321                          STATION RECOVERY (1988)
 NH0321
 NH0321'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBL)
 NH0321'RECOVERED IN GOOD CONDITION.
 NH0321
 NH0321                          STATION RECOVERY (2001)
 NH0321
 NH0321'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 NH0321'THE STATION IS LOCATED 35 KM EAST OF BELOIT IN THE VILLAGE OF
 NH0321'WALWORTH. OWNERSHIP--VILLAGE OF WALWORTH.  THE STATION IS LOCATED IN
 NH0321'THE NORTHEAST QUADRANT OF THE JUNCTION OF US HIGHWAY 14 AND STATE
 NH0321'HIGHWAY 67.  THE STATION IS A BRONZE US COAST AND GEODETIC SURVEY
 NH0321'BENCH MARK DISK SET IN THE WEST FACE OF A BRICK BUILDING ABOUT 0.3 M
 NH0321'ABOVE THE SIDEWALK.  THE STATION IS 15.6 M NORTH OF STATE HIGHWAY 67
 NH0321'AND 12.0 M EAST OF THE CENTERLINE OF US HIGHWAY 14.  ---NOTE---THIS
 NH0321'STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO BEING SET
 NH0321'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0466 ***********************************************************************
 NJ0466  DESIGNATION -  L 121
 NJ0466  PID         -  NJ0466
 NJ0466  STATE/COUNTY-  WI/GRANT
 NJ0466  USGS QUAD   -  BAGLEY (1962)
 NJ0466
 NJ0466                         *CURRENT SURVEY CONTROL
 NJ0466  ___________________________________________________________________
 NJ0466* NAD 83(1986)-  42 54 08.     (N)    091 06 09.     (W)     SCALED    
 NJ0466* NAVD 88     -       189.531  (meters)     621.82   (feet)  ADJUSTED  
 NJ0466  ___________________________________________________________________
 NJ0466  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 NJ0466  DYNAMIC HT  -         189.483 (meters)     621.66  (feet)  COMP
 NJ0466  MODELED GRAV-     980,363.2   (mgal)                       NAVD 88
 NJ0466
 NJ0466  VERT ORDER  -  FIRST     CLASS I
 NJ0466
 NJ0466.The horizontal coordinates were scaled from a topographic map and have
 NJ0466.an estimated accuracy of +/- 6 seconds.
 NJ0466
 NJ0466.The orthometric height was determined by differential leveling
 NJ0466.and adjusted by the National Geodetic Survey in June 1991..
 NJ0466
 NJ0466.The geoid height was determined by GEOID03.
 NJ0466
 NJ0466.The dynamic height is computed by dividing the NAVD 88
 NJ0466.geopotential number by the normal gravity value computed on the
 NJ0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0466.degrees latitude (g = 980.6199 gals.).
 NJ0466
 NJ0466.The modeled gravity was interpolated from observed gravity values.
 NJ0466
 NJ0466;                    North         East    Units  Estimated Accuracy
 NJ0466;SPC WI S     -   100,820.      509,960.      MT  (+/- 180 meters Scaled)
 NJ0466
 NJ0466                          SUPERSEDED SURVEY CONTROL
 NJ0466
 NJ0466  NGVD 29 (??/??/92)  189.579  (m)          621.98   (f) ADJ UNCH    1 1
 NJ0466
 NJ0466.Superseded values are not recommended for survey control.
 NJ0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0466.See file dsdata.txt to determine how the superseded data were derived.
 NJ0466
 NJ0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH549517(NAD 83)
 NJ0466_MARKER: DB = BENCH MARK DISK
 NJ0466_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0466_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0466_STAMPING: L 121 1970
 NJ0466_MARK LOGO: NGS   
 NJ0466_PROJECTION: PROJECTING 3 CENTIMETERS
 NJ0466_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NJ0466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0466_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0466+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2002
 NJ0466
 NJ0466  HISTORY     - Date     Condition        Report By
 NJ0466  HISTORY     - 1970     MONUMENTED       NGS
 NJ0466  HISTORY     - 19980930 GOOD             USPSQD
 NJ0466  HISTORY     - 20020520 GOOD             AERSVC
 NJ0466  HISTORY     - 20020918 GOOD             WIDT
 NJ0466
 NJ0466                          STATION DESCRIPTION
 NJ0466
 NJ0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0466'0.2 MI S FROM BAGLEY.
 NJ0466'ABOUT 0.15 MILE SOUTH ALONG THE MAIN STREET FROM THE POST OFFICE
 NJ0466'AT BAGLEY, 144 FEET SOUTHWEST AND ACROSS A SIDETRACK FROM THE
 NJ0466'CENTER OF A CROSSING OF THE ROAD AND THE SOUTHWEST TRACK OF THE
 NJ0466'BURLINGTON NORTHERN RAILROAD, 132.5 FEET SOUTHWEST OF THE
 NJ0466'SOUTHWEST RAIL OF THE SOUTHWEST TRACK, 67.0 FEET WEST OF THE
 NJ0466'WEST CORNER OF THE WALTZ LUMBER COMPANY WAREHOUSE, 62 FEET
 NJ0466'NORTHWEST OF A 24-INCH FORKED MAPLE TREE, 30 FEET NORTHWEST OF THE
 NJ0466'CENTER OF A GATE, 5 FEET SOUTHEAST OF A 12-INCH CONCRETE CORNER
 NJ0466'FENCE POST, 1 FOOT NORTHEAST OF A FENCE, 1.2 FEET NORTHWEST OF
 NJ0466'A METAL WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK,
 NJ0466'AND BRAZED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 2 INCHES.
 NJ0466'SECTION 17, T 5N, R 6W.
 NJ0466
 NJ0466                          STATION RECOVERY (1998)
 NJ0466
 NJ0466'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0466'RECOVERED IN GOOD CONDITION.
 NJ0466
 NJ0466                          STATION RECOVERY (2002)
 NJ0466
 NJ0466'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2002 (KZ)
 NJ0466'RECOVERED IN GOOD CONDITION.
 NJ0466
 NJ0466                          STATION RECOVERY (2002)
 NJ0466
 NJ0466'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (DJH)
 NJ0466'OWNERSHIP--VILLAGE OF BAGLEY.  TO REACH THE STATION FROM THE JUNCTION
 NJ0466'OF COUNTY HIGHWAY X WITH COUNTY HIGHWAY A AT THE INTERSECTION OF
 NJ0466'BAGLEY AVENUE WITH CHICAGO STREET IN THE VILLAGE OF BAGLEY, GO SOUTH
 NJ0466'ON BAGLEY AVENUE FOR 0.2 MI (0.32 KM) TO THE RAILROAD CROSSING AND THE
 NJ0466'ENTRANCE TO THE WASTEWATER TREATMENT FACILITY AND THE STATION ON THE
 NJ0466'RIGHT.  THE STATION IS A BRONZE NATIONAL GEODETIC SURVEY BENCH MARK
 NJ0466'DISK SET IN A 8-CM METAL PIPE AND ABOUT LEVEL WITH THE ROAD PAVEMENT.
 NJ0466'THE STATION IS 15 M (49.2 FT) WEST-NORTHWEST OF THE CENTERLINE OF A
 NJ0466'GRAVEL ENTRANCE TO THE BAGLEY WASTEWATER TREATMENT PLANT, 40.1 M
 NJ0466'(131.6 FT) SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST SET OF
 NJ0466'MAIN TRACKS, 2.7 M (8.9 FT) WEST-NORTHWEST OF A TELEPHONE PEDESTAL,
 NJ0466'0.5 M (1.6 FT) NORTHEAST OF A CHAIN LINK FENCE, 0.3 M (1.0 FT)
 NJ0466'NORTHWEST OF A METAL WITNESS POST AND 0.3 M (1.0 FT) NORTHEAST OF A
 NJ0466'WHITE PLASTIC WITNESS POST.  ---NOTE---VISIBLE OBSTRUCTIONS AT THIS
 NJ0466'STATION ARE TREES IN ALL QUADRANTS EXTENDING TO MORE THAN 25 DEGREES
 NJ0466'ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0368 ***********************************************************************
 ON0368  DESIGNATION -  L 122
 ON0368  PID         -  ON0368
 ON0368  STATE/COUNTY-  WI/CRAWFORD
 ON0368  USGS QUAD   -  EASTMAN (1983)
 ON0368
 ON0368                         *CURRENT SURVEY CONTROL
 ON0368  ___________________________________________________________________
 ON0368* NAD 83(1986)-  43 11 24.     (N)    091 07 11.     (W)     SCALED    
 ON0368* NAVD 88     -       190.778  (meters)     625.91   (feet)  ADJUSTED  
 ON0368  ___________________________________________________________________
 ON0368  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 ON0368  DYNAMIC HT  -         190.734 (meters)     625.77  (feet)  COMP
 ON0368  MODELED GRAV-     980,386.6   (mgal)                       NAVD 88
 ON0368
 ON0368  VERT ORDER  -  FIRST     CLASS I
 ON0368
 ON0368.The horizontal coordinates were scaled from a topographic map and have
 ON0368.an estimated accuracy of +/- 6 seconds.
 ON0368
 ON0368.The orthometric height was determined by differential leveling
 ON0368.and adjusted by the National Geodetic Survey in June 1991..
 ON0368
 ON0368.The geoid height was determined by GEOID03.
 ON0368
 ON0368.The dynamic height is computed by dividing the NAVD 88
 ON0368.geopotential number by the normal gravity value computed on the
 ON0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0368.degrees latitude (g = 980.6199 gals.).
 ON0368
 ON0368.The modeled gravity was interpolated from observed gravity values.
 ON0368
 ON0368;                    North         East    Units  Estimated Accuracy
 ON0368;SPC WI S     -   132,810.      508,990.      MT  (+/- 180 meters Scaled)
 ON0368
 ON0368                          SUPERSEDED SURVEY CONTROL
 ON0368
 ON0368  NGVD 29 (??/??/92)  190.830  (m)          626.08   (f) ADJ UNCH    1 1
 ON0368
 ON0368.Superseded values are not recommended for survey control.
 ON0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0368.See file dsdata.txt to determine how the superseded data were derived.
 ON0368
 ON0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH527836(NAD 83)
 ON0368_MARKER: DB = BENCH MARK DISK
 ON0368_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ON0368_SP_SET: CULVERT
 ON0368_STAMPING: L 122 1970
 ON0368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0368
 ON0368  HISTORY     - Date     Condition        Report By
 ON0368  HISTORY     - 1970     MONUMENTED       NGS
 ON0368
 ON0368                          STATION DESCRIPTION
 ON0368
 ON0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0368'2 MI SW FROM LOCK AND DAM NUMBER 9.
 ON0368'ABOUT 1.95 MILES SOUTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD
 ON0368'FROM LOCK AND DAM NUMBER 9, 0.25 MILE NORTH OF MILEPOST 249,
 ON0368'258 FEET SOUTH OF THE EXTENDED CENTER LINE OF A DRIVEWAY WHICH
 ON0368'LEADS EAST TO GORDONS BAY TRAILER COURT AND GIFT SHOP, 29 FEET
 ON0368'WEST OF THE CENTER LINE OF STATE HIGHWAY 35, 119 FEET EAST OF
 ON0368'THE EAST RAIL OF THE EAST TRACK, SET IN THE TOP OF THE SOUTHWEST
 ON0368'CORNER OF AN 8- X 6-FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY,
 ON0368'ABOUT 10 FEET BELOW THE LEVEL OF THE HIGHWAY AND ABOUT 8 FEET
 ON0368'BELOW THE LEVEL OF THE TRACK.  SECTION 8, T 8N, R 6W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0427 ***********************************************************************
 ON0427  DESIGNATION -  L 123
 ON0427  PID         -  ON0427
 ON0427  STATE/COUNTY-  WI/VERNON
 ON0427  USGS QUAD   -  DE SOTO (1983)
 ON0427
 ON0427                         *CURRENT SURVEY CONTROL
 ON0427  ___________________________________________________________________
 ON0427* NAD 83(1986)-  43 27 18.     (N)    091 12 48.     (W)     SCALED    
 ON0427* NAVD 88     -       194.335  (meters)     637.58   (feet)  ADJUSTED  
 ON0427  ___________________________________________________________________
 ON0427  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 ON0427  DYNAMIC HT  -         194.297 (meters)     637.46  (feet)  COMP
 ON0427  MODELED GRAV-     980,420.2   (mgal)                       NAVD 88
 ON0427
 ON0427  VERT ORDER  -  FIRST     CLASS I
 ON0427
 ON0427.The horizontal coordinates were scaled from a topographic map and have
 ON0427.an estimated accuracy of +/- 6 seconds.
 ON0427
 ON0427.The orthometric height was determined by differential leveling
 ON0427.and adjusted by the National Geodetic Survey in June 1991..
 ON0427
 ON0427.The geoid height was determined by GEOID03.
 ON0427
 ON0427.The dynamic height is computed by dividing the NAVD 88
 ON0427.geopotential number by the normal gravity value computed on the
 ON0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0427.degrees latitude (g = 980.6199 gals.).
 ON0427
 ON0427.The modeled gravity was interpolated from observed gravity values.
 ON0427
 ON0427;                    North         East    Units  Estimated Accuracy
 ON0427;SPC WI S     -   162,350.      501,810.      MT  (+/- 180 meters Scaled)
 ON0427
 ON0427                          SUPERSEDED SURVEY CONTROL
 ON0427
 ON0427  NGVD 29 (??/??/92)  194.376  (m)          637.72   (f) ADJ UNCH    1 1
 ON0427
 ON0427.Superseded values are not recommended for survey control.
 ON0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0427.See file dsdata.txt to determine how the superseded data were derived.
 ON0427
 ON0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ445128(NAD 83)
 ON0427_MARKER: DB = BENCH MARK DISK
 ON0427_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ON0427_SP_SET: BOX CULVERT
 ON0427_STAMPING: L 123 1970
 ON0427_MARK LOGO: CGS   
 ON0427_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ON0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0427+STABILITY: SURFACE MOTION
 ON0427_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0427+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2001
 ON0427
 ON0427  HISTORY     - Date     Condition        Report By
 ON0427  HISTORY     - 1970     MONUMENTED       NGS
 ON0427  HISTORY     - 20010412 GOOD             WIDT
 ON0427
 ON0427                          STATION DESCRIPTION
 ON0427
 ON0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0427'2.3 MI N FROM DE SOTO.
 ON0427'ABOUT 2.3 MILES NORTH ALONG THE BURLINGTON NORTHERN RAILROAD
 ON0427'FROM THE STATION AT DE SOTO, OR ABOUT 2.0 MILES SOUTH ALONG
 ON0427'THE BURLINGTON NORTHERN RAILROAD FROM THE JUNCTION OF STATE
 ON0427'HIGHWAY 35 AND COUNTY ROAD UU AT VICTORY, 11.0 FEET EAST OF THE
 ON0427'EAST RAIL OF THE EAST TRACK, SET IN THE TOP OF THE NORTH END
 ON0427'OF THE EAST CONCRETE HEADWALL OF A 27-FOOT LONG BY 8-FOOT DEEP
 ON0427'2-CHANNEL CONCRETE CULVERT WHICH IS NUMBERED 272.34, 102 FEET
 ON0427'WEST OF THE CENTER LINE OF STATE HIGHWAY 35, ABOUT LEVEL WITH
 ON0427'THE HIGHWAY, AND ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE
 ON0427'TRACK.  SECTION 4, T 11 N, R 7 W
 ON0427
 ON0427                          STATION RECOVERY (2001)
 ON0427
 ON0427'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 ON0427'OWNERSHIP--BURLINGTON NORTHERN AND SANTA FE RAILROAD.  TO REACH THE
 ON0427'STATION FROM THE JUNCTION OF STATE HIGHWAY 35 WITH STATE HIGHWAY 82 IN
 ON0427'THE VILLAGE OF DE SOTO, GO NORTH ON STATE HIGHWAY 35 FOR 2.4 MI (3.86
 ON0427'KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE US AND COAST
 ON0427'GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP OF A BOX CULVERT AND
 ON0427'ABOUT 1 M (3.3 FT) BELOW THE RAILROAD TRACKS AND ABOUT LEVEL WITH THE
 ON0427'HIGHWAY PAVEMENT.  THE STATION IS 40.0 M (131.2 FT) WEST OF THE
 ON0427'CENTERLINE OF STATE HIGHWAY 35, 17.2 M (56.4 FT) EAST OF A STEEL POST
 ON0427'FOR --NATIONAL WILDLIFE REFUGE-- SIGN AND 3.3 M (10.8 FT) EAST OF THE
 ON0427'EASTERN MOST RAIL.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 ON0427'OBSERVATION DUE TO BEING NEXT TO THE RAILROAD TRACKS.  ---NOTE2---THE
 ON0427'STATION IS OPPOSITE THE PRIVATE ENTRANCE --S7602B-- TO PINE CREST
 ON0427'RESORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0248 ***********************************************************************
 ON0248  DESIGNATION -  L 124
 ON0248  PID         -  ON0248
 ON0248  STATE/COUNTY-  WI/LA CROSSE
 ON0248  USGS QUAD   -  LA CROSSE (1993)
 ON0248
 ON0248                         *CURRENT SURVEY CONTROL
 ON0248  ___________________________________________________________________
 ON0248* NAD 83(1986)-  43 47 13.     (N)    091 14 03.     (W)     SCALED    
 ON0248* NAVD 88     -       205.208  (meters)     673.25   (feet)  ADJUSTED  
 ON0248  ___________________________________________________________________
 ON0248  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 ON0248  DYNAMIC HT  -         205.171 (meters)     673.13  (feet)  COMP
 ON0248  MODELED GRAV-     980,432.7   (mgal)                       NAVD 88
 ON0248
 ON0248  VERT ORDER  -  FIRST     CLASS I
 ON0248
 ON0248.The horizontal coordinates were scaled from a topographic map and have
 ON0248.an estimated accuracy of +/- 6 seconds.
 ON0248
 ON0248.The orthometric height was determined by differential leveling
 ON0248.and adjusted by the National Geodetic Survey in June 1991..
 ON0248
 ON0248.The geoid height was determined by GEOID03.
 ON0248
 ON0248.The dynamic height is computed by dividing the NAVD 88
 ON0248.geopotential number by the normal gravity value computed on the
 ON0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0248.degrees latitude (g = 980.6199 gals.).
 ON0248
 ON0248.The modeled gravity was interpolated from observed gravity values.
 ON0248
 ON0248;                    North         East    Units  Estimated Accuracy
 ON0248;SPC WI S     -   199,250.      500,670.      MT  (+/- 180 meters Scaled)
 ON0248
 ON0248                          SUPERSEDED SURVEY CONTROL
 ON0248
 ON0248  NGVD 29 (??/??/92)  205.226  (m)          673.31   (f) ADJ UNCH    1 1
 ON0248
 ON0248.Superseded values are not recommended for survey control.
 ON0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0248.See file dsdata.txt to determine how the superseded data were derived.
 ON0248
 ON0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ420497(NAD 83)
 ON0248_MARKER: DB = BENCH MARK DISK
 ON0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0248_STAMPING: L 124 1970
 ON0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0248+STABILITY: SURFACE MOTION
 ON0248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON0248+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2005
 ON0248
 ON0248  HISTORY     - Date     Condition        Report By
 ON0248  HISTORY     - 1970     MONUMENTED       NGS
 ON0248  HISTORY     - 20030520 MARK NOT FOUND   USPSQD
 ON0248  HISTORY     - 20041021 MARK NOT FOUND   WIDT
 ON0248  HISTORY     - 20050328 GOOD             INDIV
 ON0248
 ON0248                          STATION DESCRIPTION
 ON0248
 ON0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0248'0.8 MI NW FROM LA CROSSE.
 ON0248'ABOUT 0.8 MILE NORTHWEST ALONG U.S. HIGHWAYS 14 AND 61 AND STATE
 ON0248'HIGHWAY 35 FROM THE STATE OFFICE BUILDING AT LA CROSSE, AT TRANE
 ON0248'PARK, 100 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 ON0248'63 FEET NORTH-NORTHEAST OF A FIRE HYDRANT, 17.6 FEET SOUTHEAST
 ON0248'OF A METAL CORNER POST IN A CHAIN LINK FENCE, 1 FOOT SOUTHWEST
 ON0248'OF THE FENCE, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 ON0248'SET IN THE TOP OF A CONCRETE POST WHICH IS 1 INCH BELOW THE SURFACE
 ON0248'OF THE GROUND.  SECTION 8, T 15N, R 7W.
 ON0248
 ON0248                          STATION RECOVERY (2003)
 ON0248
 ON0248'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 ON0248'NOT FOUND.  TRANE PARK IS AT THE NE CORNER OF THE INTERSECTION OF 15TH
 ON0248'STREET, CHASE STREET, AND SOUTH AVENUE.
 ON0248
 ON0248                          STATION RECOVERY (2004)
 ON0248
 ON0248'RECOVERY NOTE BY WI DEPT OF TRANSP 2004
 ON0248'THE STATION WAS NOT FOUND, ASSUMED DESTROYED.  THE REFERENCED FENCE
 ON0248'HAS BEEN REMOVED.
 ON0248
 ON0248                          STATION RECOVERY (2005)
 ON0248
 ON0248'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DJK)
 ON0248'STATION WAS RECOVERED FROM TIES AND PAST USAGE.  REFERENCED FENCE HAS
 ON0248'BEEN REMOVED.  NEW (ADDITIONAL)TIES -- 13 FEET EAST OF MAIN SIDEWALK,
 ON0248'30 FEET NW OF 'TRANE PARK' SIGN BASE (NW), 31 FEET SW OF 1ST BASE
 ON0248'FENCE, 40 FEET SOUTH OF 3RD BASE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0795 ***********************************************************************
 PO0795  DESIGNATION -  L 125 RESET
 PO0795  PID         -  PO0795
 PO0795  STATE/COUNTY-  WI/BUFFALO
 PO0795  USGS QUAD   -  COCHRANE (1972)
 PO0795
 PO0795                         *CURRENT SURVEY CONTROL
 PO0795  ___________________________________________________________________
 PO0795* NAD 83(1986)-  44 12 26.     (N)    091 48 41.     (W)     SCALED    
 PO0795* NAVD 88     -       202.87   (meters)     665.6    (feet)  RESET     
 PO0795  ___________________________________________________________________
 PO0795  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 PO0795
 PO0795  VERT ORDER  -  THIRD
 PO0795
 PO0795.The horizontal coordinates were scaled from a topographic map and have
 PO0795.an estimated accuracy of +/- 6 seconds.
 PO0795
 PO0795.The orthometric height was computed from unverified reset data.
 PO0795.No vertical observational check was made to the station.
 PO0795
 PO0795.The geoid height was determined by GEOID03.
 PO0795
 PO0795;                    North         East    Units  Estimated Accuracy
 PO0795;SPC WI C     -    43,160.      455,230.      MT  (+/- 180 meters Scaled)
 PO0795
 PO0795                          SUPERSEDED SURVEY CONTROL
 PO0795
 PO0795  NGVD 29 (09/01/04)  202.88   (m)          665.6    (f) RESET       3  
 PO0795
 PO0795.Superseded values are not recommended for survey control.
 PO0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0795.See file dsdata.txt to determine how the superseded data were derived.
 PO0795
 PO0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ949955(NAD 83)
 PO0795_MARKER: DV = VERTICAL CONTROL DISK
 PO0795_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PO0795_SP_SET: CULVERT HEADWALL
 PO0795_STAMPING: L 125 RESET 1979
 PO0795_MARK LOGO: NGS   
 PO0795_MAGNETIC: N = NO MAGNETIC MATERIAL
 PO0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0795+STABILITY: SURFACE MOTION
 PO0795
 PO0795  HISTORY     - Date     Condition        Report By
 PO0795  HISTORY     - 1979     MONUMENTED       WIDT
 PO0795
 PO0795                          STATION DESCRIPTION
 PO0795
 PO0795'DESCRIBED BY WI DEPT OF TRANSP 1979
 PO0795'1.85 MILES (2.98 KM) SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE
 PO0795'LACROSSE MILLING COMPANY ELEVATORS IN COCHRANE, 25 FEET (7.6 M)
 PO0795'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, ON THE OUTSIDE OF A LONG
 PO0795'CURVE IN THE HIGHWAY, SET IN THE TOP OF THE NORTHWEST END OF THE
 PO0795'SOUTHWEST CONCRETE HEADWALL OF A 3 1/2 BY 4 1/2 FOOT CONCRETE BOX
 PO0795'CULVERT, 102 FEET (31.1 M) NORTHEAST OF THE NORTHEAST RAIL OF THE
 PO0795'NORTHEAST TRACK OF THE BURLINGTON NORTHERN RAILROAD, 44 FEET
 PO0795'(13.4 M) SOUTHEAST OF THE CENTERLINE OF A PRIVATE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP0470 ***********************************************************************
 PP0470  DESIGNATION -  L 126
 PP0470  PID         -  PP0470
 PP0470  STATE/COUNTY-  WI/PIERCE
 PP0470  USGS QUAD   -  DIAMOND BLUFF WEST (1992)
 PP0470
 PP0470                         *CURRENT SURVEY CONTROL
 PP0470  ___________________________________________________________________
 PP0470* NAD 83(1986)-  44 39 41.     (N)    092 38 14.     (W)     SCALED    
 PP0470* NAVD 88     -       212.204  (meters)     696.21   (feet)  ADJUSTED  
 PP0470  ___________________________________________________________________
 PP0470  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 PP0470  DYNAMIC HT  -         212.175 (meters)     696.11  (feet)  COMP
 PP0470  MODELED GRAV-     980,473.3   (mgal)                       NAVD 88
 PP0470
 PP0470  VERT ORDER  -  FIRST     CLASS I
 PP0470
 PP0470.The horizontal coordinates were scaled from a topographic map and have
 PP0470.an estimated accuracy of +/- 6 seconds.
 PP0470
 PP0470.The orthometric height was determined by differential leveling
 PP0470.and adjusted by the National Geodetic Survey in June 1991..
 PP0470
 PP0470.The geoid height was determined by GEOID03.
 PP0470
 PP0470.The dynamic height is computed by dividing the NAVD 88
 PP0470.geopotential number by the normal gravity value computed on the
 PP0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0470.degrees latitude (g = 980.6199 gals.).
 PP0470
 PP0470.The modeled gravity was interpolated from observed gravity values.
 PP0470
 PP0470;                    North         East    Units  Estimated Accuracy
 PP0470;SPC WI C     -    95,410.      390,890.      MT  (+/- 180 meters Scaled)
 PP0470
 PP0470                          SUPERSEDED SURVEY CONTROL
 PP0470
 PP0470  NGVD 29 (??/??/92)  212.163  (m)          696.07   (f) ADJ UNCH    1 1
 PP0470
 PP0470.Superseded values are not recommended for survey control.
 PP0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0470.See file dsdata.txt to determine how the superseded data were derived.
 PP0470
 PP0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK287454(NAD 83)
 PP0470_MARKER: DB = BENCH MARK DISK
 PP0470_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PP0470_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PP0470_STAMPING: L 126 1970
 PP0470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0470
 PP0470  HISTORY     - Date     Condition        Report By
 PP0470  HISTORY     - 1970     MONUMENTED       NGS
 PP0470  HISTORY     - 1983     GOOD             NGS
 PP0470  HISTORY     - 20020921 MARK NOT FOUND   USPSQD
 PP0470  HISTORY     - 20040106 MARK NOT FOUND   WIDT
 PP0470
 PP0470                          STATION DESCRIPTION
 PP0470
 PP0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PP0470'7.25 MI NW FROM HAGER CITY.
 PP0470'ABOUT 0.35 MILE NORTH ALONG COUNTY ROAD VV FROM THE POST OFFICE AT
 PP0470'HAGER CITY, THENCE 6.9 MILES NORTHWEST ALONG COUNTY ROAD E, 260 FEET
 PP0470'SOUTHWEST OF THE CENTER OF A JUNCTION OF THE ROAD AND A GRAVELED ROAD
 PP0470'AT A CURVE IN THE COUNTY ROAD, 52 1/2 FEET NORTHWEST OF THE CENTER
 PP0470'LINE OF THE COUNTY ROAD, 80 FEET NORTH-NORTHEAST OF A POWER POLE WHICH
 PP0470'IS BRACED BY A GUY WIRE, 1.2 FEET SOUTHEAST OF A FENCE, 1.0 FOOT
 PP0470'NORTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 PP0470'COUNTY ROAD, AND BRAZED ON THE TOP OF A 3-INCH IRON PIPE WHICH
 PP0470'PROJECTS 4 INCHES.  SECTION 12, T 25N, R 19W.  NOTE-- THE COUNTY ROAD
 PP0470'WILL UNDERGO CONSTRUCTION IN THE NEAR FUTURE TO REMOVE THE CURVE IN
 PP0470'THE ROAD.
 PP0470
 PP0470                          STATION RECOVERY (1983)
 PP0470
 PP0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PP0470'RECOVERED IN GOOD CONDITION.
 PP0470
 PP0470                          STATION RECOVERY (2002)
 PP0470
 PP0470'RECOVERY NOTE BY US POWER SQUADRON 2002 (KG)
 PP0470'MARK NOT FOUND.
 PP0470
 PP0470                          STATION RECOVERY (2004)
 PP0470
 PP0470'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (MJB)
 PP0470'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0364 ***********************************************************************
 QL0364  DESIGNATION -  L 128
 QL0364  PID         -  QL0364
 QL0364  STATE/COUNTY-  WI/MARINETTE
 QL0364  USGS QUAD   -  HARMONY (1982)
 QL0364
 QL0364                         *CURRENT SURVEY CONTROL
 QL0364  ___________________________________________________________________
 QL0364* NAD 83(1986)-  45 03 07.     (N)    087 46 44.     (W)     SCALED    
 QL0364* NAVD 88     -       186.578  (meters)     612.13   (feet)  ADJUSTED  
 QL0364  ___________________________________________________________________
 QL0364  GEOID HEIGHT-         -36.65  (meters)                     GEOID03
 QL0364  DYNAMIC HT  -         186.562 (meters)     612.08  (feet)  COMP
 QL0364  MODELED GRAV-     980,528.8   (mgal)                       NAVD 88
 QL0364
 QL0364  VERT ORDER  -  FIRST     CLASS 0
 QL0364
 QL0364.The horizontal coordinates were scaled from a topographic map and have
 QL0364.an estimated accuracy of +/- 6 seconds.
 QL0364
 QL0364.The orthometric height was determined by differential leveling
 QL0364.and adjusted by the National Geodetic Survey in June 1991..
 QL0364
 QL0364.The geoid height was determined by GEOID03.
 QL0364
 QL0364.The dynamic height is computed by dividing the NAVD 88
 QL0364.geopotential number by the normal gravity value computed on the
 QL0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0364.degrees latitude (g = 980.6199 gals.).
 QL0364
 QL0364.The modeled gravity was interpolated from observed gravity values.
 QL0364
 QL0364;                    North         East    Units  Estimated Accuracy
 QL0364;SPC WI C     -   137,800.      774,940.      MT  (+/- 180 meters Scaled)
 QL0364
 QL0364                          SUPERSEDED SURVEY CONTROL
 QL0364
 QL0364.No superseded survey control is available for this station.
 QL0364
 QL0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ386890(NAD 83)
 QL0364_MARKER: DB = BENCH MARK DISK
 QL0364_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0364_SP_SET: 48 FEET
 QL0364_STAMPING: L 128 1972
 QL0364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0364
 QL0364  HISTORY     - Date     Condition        Report By
 QL0364  HISTORY     - 1972     MONUMENTED       NGS
 QL0364  HISTORY     - 1990     GOOD             USPSQD
 QL0364  HISTORY     - 20020527 POOR             USPSQD
 QL0364  HISTORY     - 20040730 GOOD             GEOCAC
 QL0364  HISTORY     - 20051209 POOR             WIDT
 QL0364
 QL0364                          STATION DESCRIPTION
 QL0364
 QL0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0364'1.5 MI SW FROM PESHTIGO.
 QL0364'ABOUT 1.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 41 FROM THE BRIDGE
 QL0364'OVER THE PESHTIGO RIVER AT PESHTIGO, 82 FEET NORTHEAST OF THE
 QL0364'CENTER OF A BLACK TOP ROAD INTERSECTION (COUNTY ROAD Y TO THE
 QL0364'SOUTH), 61 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 56 FEET
 QL0364'EAST OF THE CENTER LINE OF THE ROAD LEADING NORTH, 45 FEET
 QL0364'NORTHEAST OF THE EAST END OF A 30 INCH PIPE CULVERT UNDER THE
 QL0364'ROAD LEADING NORTH, 1.3 FEET WEST OF A METAL WITNESS POST,
 QL0364'2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY AND IS A DISK ON THE
 QL0364'TOP OF A COPPER COATED STEEL ROD THAT IS ENCASED IN A 6 INCH
 QL0364'METAL PIPE THAT PROJECTS 1/2 FOOT ABOVE THE LEVEL OF THE GROUND.
 QL0364'THE ROD WAS DRIVEN TO A DEPTH OF 48 FEET.  SECTION 24, T 30N, R22E
 QL0364
 QL0364                          STATION RECOVERY (1990)
 QL0364
 QL0364'RECOVERY NOTE BY US POWER SQUADRON 1990 (JNK)
 QL0364'RECOVERED IN GOOD CONDITION.
 QL0364
 QL0364                          STATION RECOVERY (2002)
 QL0364
 QL0364'RECOVERY NOTE BY US POWER SQUADRON 2002 (JAW)
 QL0364'DISK IS BADLY BENT AND ASKEW ATOP OF ROD.
 QL0364
 QL0364                          STATION RECOVERY (2004)
 QL0364
 QL0364'RECOVERY NOTE BY GEOCACHING 2004 (TAK)
 QL0364'HANDHELD GPS COORDINATES ARE  N 45 03 07.3  W  87 46 44.5
 QL0364
 QL0364                          STATION RECOVERY (2005)
 QL0364
 QL0364'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QL0364'RECOVERED IN POOR CONDITION.   ADD THE EAST EDGE OF THE DISK IS BENT
 QL0364'UPWARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0231 ***********************************************************************
 PM0231  DESIGNATION -  L 129
 PM0231  PID         -  PM0231
 PM0231  STATE/COUNTY-  WI/OCONTO
 PM0231  USGS QUAD   -  PENSAUKEE (1974)
 PM0231
 PM0231                         *CURRENT SURVEY CONTROL
 PM0231  ___________________________________________________________________
 PM0231* NAD 83(1986)-  44 47 42.     (N)    087 55 14.     (W)     SCALED    
 PM0231* NAVD 88     -       182.626  (meters)     599.17   (feet)  ADJUSTED  
 PM0231  ___________________________________________________________________
 PM0231  GEOID HEIGHT-         -36.38  (meters)                     GEOID03
 PM0231  DYNAMIC HT  -         182.608 (meters)     599.11  (feet)  COMP
 PM0231  MODELED GRAV-     980,513.7   (mgal)                       NAVD 88
 PM0231
 PM0231  VERT ORDER  -  FIRST     CLASS 0
 PM0231
 PM0231.The horizontal coordinates were scaled from a topographic map and have
 PM0231.an estimated accuracy of +/- 6 seconds.
 PM0231
 PM0231.The orthometric height was determined by differential leveling
 PM0231.and adjusted by the National Geodetic Survey in June 1991..
 PM0231
 PM0231.The geoid height was determined by GEOID03.
 PM0231
 PM0231.The dynamic height is computed by dividing the NAVD 88
 PM0231.geopotential number by the normal gravity value computed on the
 PM0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0231.degrees latitude (g = 980.6199 gals.).
 PM0231
 PM0231.The modeled gravity was interpolated from observed gravity values.
 PM0231
 PM0231;                    North         East    Units  Estimated Accuracy
 PM0231;SPC WI C     -   108,970.      764,510.      MT  (+/- 180 meters Scaled)
 PM0231
 PM0231                          SUPERSEDED SURVEY CONTROL
 PM0231
 PM0231.No superseded survey control is available for this station.
 PM0231
 PM0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ271605(NAD 83)
 PM0231_MARKER: DB = BENCH MARK DISK
 PM0231_SETTING: 66 = SET IN ROCK OUTCROP
 PM0231_SP_SET: EXPOSED ROCK
 PM0231_STAMPING: L 129 1972
 PM0231_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PM0231+STABILITY: POSITION/ELEVATION WELL
 PM0231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0231+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2005
 PM0231
 PM0231  HISTORY     - Date     Condition        Report By
 PM0231  HISTORY     - 1972     MONUMENTED       NGS
 PM0231  HISTORY     - 19901103 GOOD             USPSQD
 PM0231  HISTORY     - 19961002 GOOD             USPSQD
 PM0231  HISTORY     - 20021010 GOOD             USPSQD
 PM0231  HISTORY     - 20051208 GOOD             WIDT
 PM0231
 PM0231                          STATION DESCRIPTION
 PM0231
 PM0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0231'2.05 MI S FROM PENSAUKEE.
 PM0231'ABOUT 2.05 MILES SOUTH ALONG COUNTY ROAD S FROM THE BRIDGE OVER THE
 PM0231'PENSAUKEE RIVER AT PENSAUKEE, SET IN THE TOP OF A MASS OF EXPOSED ROCK
 PM0231'THAT COVER THE GENERAL AREA, 102 FEET NORTHWEST OF THE JUNCTION OF THE
 PM0231'COUNTY ROAD AND A DRIVEWAY LEADING TO A 1 1/2 STORY FRAME HOUSE, 31
 PM0231'FEET WEST OF THE CENTER LINE OF THE ROAD, 11 FEET EAST OF A FENCE
 PM0231'LINE, 11.6 FEET SOUTH OF A METAL WITNESS POST, AND ABOUT 1 FOOT BELOW
 PM0231'THE LEVEL OF THE ROAD.  SECTION 23, T 27N, R 21E.
 PM0231
 PM0231                          STATION RECOVERY (1990)
 PM0231
 PM0231'RECOVERY NOTE BY US POWER SQUADRON 1990 (RPT)
 PM0231'RECOVERED IN GOOD CONDITION.
 PM0231
 PM0231                          STATION RECOVERY (1996)
 PM0231
 PM0231'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0231'RECOVERED IN GOOD CONDITION.
 PM0231
 PM0231                          STATION RECOVERY (2002)
 PM0231
 PM0231'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 PM0231'RECOVERED IN GOOD CONDITION.
 PM0231
 PM0231                          STATION RECOVERY (2005)
 PM0231
 PM0231'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0231'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0430 ***********************************************************************
 QM0430  DESIGNATION -  L 13
 QM0430  PID         -  QM0430
 QM0430  STATE/COUNTY-  WI/VILAS
 QM0430  USGS QUAD   -  FENCE LAKE (1971)
 QM0430
 QM0430                         *CURRENT SURVEY CONTROL
 QM0430  ___________________________________________________________________
 QM0430* NAD 83(1986)-  45 54 35.     (N)    089 45 16.     (W)     SCALED    
 QM0430* NAVD 88     -       487.184  (meters)    1598.37   (feet)  ADJUSTED  
 QM0430  ___________________________________________________________________
 QM0430  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 QM0430  DYNAMIC HT  -         487.164 (meters)    1598.30  (feet)  COMP
 QM0430  MODELED GRAV-     980,558.4   (mgal)                       NAVD 88
 QM0430
 QM0430  VERT ORDER  -  FIRST     CLASS II
 QM0430
 QM0430.The horizontal coordinates were scaled from a topographic map and have
 QM0430.an estimated accuracy of +/- 6 seconds.
 QM0430
 QM0430.The orthometric height was determined by differential leveling
 QM0430.and adjusted by the National Geodetic Survey in June 1991..
 QM0430
 QM0430.The geoid height was determined by GEOID03.
 QM0430
 QM0430.The dynamic height is computed by dividing the NAVD 88
 QM0430.geopotential number by the normal gravity value computed on the
 QM0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0430.degrees latitude (g = 980.6199 gals.).
 QM0430
 QM0430.The modeled gravity was interpolated from observed gravity values.
 QM0430
 QM0430;                    North         East    Units  Estimated Accuracy
 QM0430;SPC WI N     -    82,620.      619,050.      MT  (+/- 180 meters Scaled)
 QM0430
 QM0430                          SUPERSEDED SURVEY CONTROL
 QM0430
 QM0430  NGVD 29 (??/??/92)  487.155  (m)         1598.27   (f) ADJ UNCH    1 2
 QM0430
 QM0430.Superseded values are not recommended for survey control.
 QM0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0430.See file dsdata.txt to determine how the superseded data were derived.
 QM0430
 QM0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR863877(NAD 83)
 QM0430_MARKER: DB = BENCH MARK DISK
 QM0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0430+STABILITY: SURFACE MOTION
 QM0430
 QM0430  HISTORY     - Date     Condition        Report By
 QM0430  HISTORY     - UNK      MONUMENTED       CGS
 QM0430  HISTORY     - 1934     GOOD             NGS
 QM0430  HISTORY     - 1965     MARK NOT FOUND   USGS
 QM0430  HISTORY     - 20050921 MARK NOT FOUND   WIDT
 QM0430
 QM0430                          STATION DESCRIPTION
 QM0430
 QM0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QM0430'3 MI W FROM WOODRUFF.
 QM0430'3 MILES W. OF WOODRUFF.  STANDARD DISC IN PRE-CAST CONCRETE
 QM0430'POST 3 MILES W. OF WOODRUFF DEPOT.  MARK IS 26 YDS. W. OF MILE
 QM0430'POST 282, AND 13 YDS. N. OF THE N. RAIL.  ABOUT 10 YDS. S. OF
 QM0430'COUNTY ROAD AND 3 FT. S. OF FENCE LINE.
 QM0430
 QM0430                          STATION RECOVERY (1965)
 QM0430
 QM0430'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 QM0430'MARK NOT FOUND.
 QM0430
 QM0430                          STATION RECOVERY (2005)
 QM0430
 QM0430'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0430'MARK NOT FOUND.  ADD RECOVERED THE OLD RAIL BED, AND RIGHT OF WAY
 QM0430'FENCELINE NORTH OF THE OLD RAILBED, BUT NO EVIDENCE OF THE STATION OR
 QM0430'DESCRIBED MILEPOST WERE RECOVERED.   NOTE THE OLD RAILBED IS NOW A
 QM0430'SNOWMOBILE AND ATV TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0090 ***********************************************************************
 PM0090  DESIGNATION -  L 131
 PM0090  PID         -  PM0090
 PM0090  STATE/COUNTY-  WI/BROWN
 PM0090  USGS QUAD   -  DENMARK (1978)
 PM0090
 PM0090                         *CURRENT SURVEY CONTROL
 PM0090  ___________________________________________________________________
 PM0090* NAD 83(1986)-  44 21 49.     (N)    087 50 50.     (W)     SCALED    
 PM0090* NAVD 88     -       272.586  (meters)     894.31   (feet)  ADJUSTED  
 PM0090  ___________________________________________________________________
 PM0090  GEOID HEIGHT-         -36.06  (meters)                     GEOID03
 PM0090  DYNAMIC HT  -         272.548 (meters)     894.18  (feet)  COMP
 PM0090  MODELED GRAV-     980,471.5   (mgal)                       NAVD 88
 PM0090
 PM0090  VERT ORDER  -  SECOND    CLASS I
 PM0090
 PM0090.The horizontal coordinates were scaled from a topographic map and have
 PM0090.an estimated accuracy of +/- 6 seconds.
 PM0090
 PM0090.The orthometric height was determined by differential leveling
 PM0090.and adjusted by the National Geodetic Survey in May 2003..
 PM0090
 PM0090.The geoid height was determined by GEOID03.
 PM0090
 PM0090.The dynamic height is computed by dividing the NAVD 88
 PM0090.geopotential number by the normal gravity value computed on the
 PM0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0090.degrees latitude (g = 980.6199 gals.).
 PM0090
 PM0090.The modeled gravity was interpolated from observed gravity values.
 PM0090
 PM0090;                    North         East    Units  Estimated Accuracy
 PM0090;SPC WI C     -    61,200.      771,590.      MT  (+/- 180 meters Scaled)
 PM0090
 PM0090                          SUPERSEDED SURVEY CONTROL
 PM0090
 PM0090  NAVD 88 (06/15/91)  272.544  (m)          894.17   (f) UNKNOWN     1 0
 PM0090  NGVD 29 (??/??/92)  272.53   (m)          894.1    (f) COMPUTED    1 0
 PM0090
 PM0090.Superseded values are not recommended for survey control.
 PM0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0090.See file dsdata.txt to determine how the superseded data were derived.
 PM0090
 PM0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ324126(NAD 83)
 PM0090_MARKER: DV = VERTICAL CONTROL DISK
 PM0090_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PM0090_SP_SET: 12 FEET
 PM0090_STAMPING: L 131 1972
 PM0090_MARK LOGO: NGS   
 PM0090_PROJECTION: PROJECTING 2 CENTIMETERS
 PM0090_MAGNETIC: I = MARKER IS A STEEL ROD
 PM0090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0090+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 PM0090
 PM0090  HISTORY     - Date     Condition        Report By
 PM0090  HISTORY     - 1972     MONUMENTED       NGS
 PM0090  HISTORY     - 19940510 GOOD             WI-009
 PM0090  HISTORY     - 20010522 GOOD             WIDT
 PM0090  HISTORY     - 20030429 GOOD             USPSQD
 PM0090  HISTORY     - 20050725 GOOD             WIDT
 PM0090
 PM0090                          STATION DESCRIPTION
 PM0090
 PM0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0090'1.6 MI NW FROM DENMARK.
 PM0090'ABOUT 0.6 MILE NORTHWEST ALONG MAIN STREET AND GREEN BAY ROAD
 PM0090'FROM THE CROSSING OF MAIN STREET AND THE CHICAGO AND NORTH
 PM0090'WESTERN RAILWAY AT DENMARK, THENCE 0.95 MILE NORTHWEST ALONG
 PM0090'U.S. HIGHWAY 141, 88 1/2 FEET WEST OF THE CENTER OF THE JUNCTION
 PM0090'OF A PRIVATE ROAD LEADING EAST, 60 FEET SOUTHWEST OF THE CENTER
 PM0090'LINE OF THE HIGHWAY, 4 FEET NORTH OF POWER POLE NO. 2222020E33
 PM0090'THAT IS BRACED BY A GUY WIRE, 1 FOOT SOUTHEAST OF A METAL WITNESS
 PM0090'POST, 5 FEET BELOW THE LEVEL OF THE HIGHWAY AND IS A DISK ON
 PM0090'THE TOP OF A COPPER COATED STEEL ROD THAT IS ENCASED IN A 4
 PM0090'INCH IRON PIPE THAT PROJECTS 1 INCH ABOVE THE LEVEL OF THE
 PM0090'GROUND.  THE DISK IS FLUSH WITH THE LEVEL OF THE GROUND.  THE
 PM0090'ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 12 FEET.  SECTION 20,
 PM0090'T22N, R22E.
 PM0090
 PM0090                          STATION RECOVERY (1994)
 PM0090
 PM0090'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PM0090'CHANGES - U.S.  HIGHWAY 141 IS CTH R AND PRIVATE RD CROSSING IS
 PM0090'JOHNSON LANE.
 PM0090
 PM0090                          STATION RECOVERY (2001)
 PM0090
 PM0090'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PM0090'THE STATION IS LOCATED ABOUT 35 KM NORTH-NORTHWEST OF MANITOWOC AND
 PM0090'20 KM SOUTHEAST OF GREEN BAY. OWNERSHIP--MANITOWOC COUNTY. TO REACH
 PM0090'THE STATION FROM THE JUNCTION OF INTERSTATE 43 WITH STATE HIGHWAY 96
 PM0090'WITH COUNTY HIGHWAY KB ABOUT 24 KM SOUTHEAST OF THE CITY OF GREEN
 PM0090'BAY, GO EAST ON COUNTY HIGHWAY KB(DE PERE ROAD) FOR 0.6 KM TO COUNTY
 PM0090'HIGHWAY R, TURN LEFT AND GO NORTHWEST ON COUNTY HIGHWAY R FOR 2.2 KM
 PM0090'TO THE STATION ON THE LEFT. THE STATION IS A BRONZE NATIONAL GEODETIC
 PM0090'SURVEY VERTICAL CONTROL DISK SET IN A 4 INCH IRON PIPE AND IS ABOUT
 PM0090'2.0 M BELOW THE HIGHWAY PAVEMENT. THE STATION IS 18.5 M WEST OF THE
 PM0090'CENTERLINE OF COUNTY HIGHWAY R, 0.1 KM SOUTH-SOUTHEAST OF UMENTUM
 PM0090'LANE 37.1 M SOUTH-SOUTHEAST OF POWER POLE --2222-20E32-- , 1.3 M
 PM0090'NORTHEAST OF POWER POLE --2222-20E32-- , 0.4 M SOUTHEAST OF A SURVEY
 PM0090'MARKER POST AND 0.5 M EAST OF A WHITE PLASTIC WITNESS POST.
 PM0090'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 PM0090'THAN 15 DEGREES ABOVE THE HORIZON.
 PM0090
 PM0090                          STATION RECOVERY (2003)
 PM0090
 PM0090'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0090'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.2 MILES NORTH
 PM0090'ALONG CTH R FROM THE INTERSECTION OF CTH KB AND CTH R ON THE WEST SIDE
 PM0090'OF DENMARK. THE POWER POLE IS NUMBERED 2222-20E33. THERE ARE NO
 PM0090'OBSTRUCTIONS ABOVE 15 DEGREES ABOVE THE HORIZON.
 PM0090
 PM0090                          STATION RECOVERY (2005)
 PM0090
 PM0090'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PM0090'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.07 MILE SOUTHEAST
 PM0090'OF UMENTUM LANE, ABOUT 18 M NORTHWEST OF THE EXTENDED CENTERLINE ON AN
 PM0090'UNLABELED DEAD END GRAVEL ROAD, 1.3 M NORTHEAST OF POWER POLE
 PM0090'--222-20E23--, 0.4 M SOUTHEAST OF A METAL WITNESS POST, AND 1.0 M
 PM0090'NORTHWEST AND 1.0 M NORTHEAST OF TWO WHITE PLASTIC WITNESS POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0234 ***********************************************************************
 OL0234  DESIGNATION -  L 132
 OL0234  PID         -  OL0234
 OL0234  STATE/COUNTY-  WI/SHEBOYGAN
 OL0234  USGS QUAD   -  CLEVELAND EAST (1994)
 OL0234
 OL0234                         *CURRENT SURVEY CONTROL
 OL0234  ___________________________________________________________________
 OL0234* NAD 83(1986)-  43 53 18.     (N)    087 44 04.     (W)     SCALED    
 OL0234* NAVD 88     -       194.602  (meters)     638.46   (feet)  ADJUSTED  
 OL0234  ___________________________________________________________________
 OL0234  GEOID HEIGHT-         -35.95  (meters)                     GEOID03
 OL0234  DYNAMIC HT  -         194.567 (meters)     638.34  (feet)  COMP
 OL0234  MODELED GRAV-     980,435.4   (mgal)                       NAVD 88
 OL0234
 OL0234  VERT ORDER  -  SECOND    CLASS I
 OL0234
 OL0234.The horizontal coordinates were scaled from a topographic map and have
 OL0234.an estimated accuracy of +/- 6 seconds.
 OL0234
 OL0234.The orthometric height was determined by differential leveling
 OL0234.and adjusted by the National Geodetic Survey in May 2003..
 OL0234
 OL0234.The geoid height was determined by GEOID03.
 OL0234
 OL0234.The dynamic height is computed by dividing the NAVD 88
 OL0234.geopotential number by the normal gravity value computed on the
 OL0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0234.degrees latitude (g = 980.6199 gals.).
 OL0234
 OL0234.The modeled gravity was interpolated from observed gravity values.
 OL0234
 OL0234;                    North         East    Units  Estimated Accuracy
 OL0234;SPC WI S     -   212,250.      782,020.      MT  (+/- 180 meters Scaled)
 OL0234
 OL0234                          SUPERSEDED SURVEY CONTROL
 OL0234
 OL0234  NAVD 88 (06/15/91)  194.556  (m)          638.31   (f) UNKNOWN     1 0
 OL0234
 OL0234.Superseded values are not recommended for survey control.
 OL0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0234.See file dsdata.txt to determine how the superseded data were derived.
 OL0234
 OL0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP410597(NAD 83)
 OL0234_MARKER: DV = VERTICAL CONTROL DISK
 OL0234_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OL0234_SP_SET: 16 FEET
 OL0234_STAMPING: L 132 1972
 OL0234_MARK LOGO: NGS   
 OL0234_PROJECTION: PROJECTING 2 CENTIMETERS
 OL0234_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OL0234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0234+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2003
 OL0234
 OL0234  HISTORY     - Date     Condition        Report By
 OL0234  HISTORY     - 1972     MONUMENTED       NGS
 OL0234  HISTORY     - 19940820 GOOD             USPSQD
 OL0234  HISTORY     - 20010601 GOOD             WIDT
 OL0234  HISTORY     - 20031207 GOOD             USPSQD
 OL0234
 OL0234                          STATION DESCRIPTION
 OL0234
 OL0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0234'2.5 MI SE FROM CLEVELAND.
 OL0234'ABOUT 0.7 MILE EAST ALONG STATE HIGHWAY 149 FROM THE CROSSING
 OL0234'OF THE CHICAGO AND NORTH WESTERN RAILWAY AT CLEVELAND, THENCE
 OL0234'1.8 MILES SOUTH ALONG COUNTY ROAD LS, 0.3 MILE SOUTH OF THE
 OL0234'SHEBOYGAN-MANITOWOC COUNTY LINE, 44 FEET EAST OF THE CENTER
 OL0234'LINE OF THE COUNTY ROAD, 3 FEET NORTHEAST OF A POWER POLE
 OL0234'BRACED BY 4 GUY WIRES, 4 1/2 FEET SOUTHEAST OF A TELEPHONE
 OL0234'CABLE MARKER, 2 FEET SOUTHEAST OF A CORNER FENCE POST, 0.6
 OL0234'FOOT NORTH OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL
 OL0234'OF THE HIGHWAY AND IS A DISK ON THE TOP OF A COPPER COATED
 OL0234'STEEL ROD THAT IS FLUSH WITH THE GROUND AND ENCASED IN A 4
 OL0234'INCH METAL PIPE THAT PROJECTS 1 INCH ABOVE THE LEVEL OF THE
 OL0234'GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 16 FEET.  SECTION
 OL0234'3, T 16N, R 23E.
 OL0234
 OL0234                          STATION RECOVERY (1994)
 OL0234
 OL0234'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0234'RECOVERED IN GOOD CONDITION.
 OL0234
 OL0234                          STATION RECOVERY (2001)
 OL0234
 OL0234'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OL0234'THE STATION IS LOCATED ABOUT 24 KM SOUTHWEST OF MANITOWOC AND 15 KM
 OL0234'NORTH OF SHEBOYGAN. OWNERSHIP--SHEBOYGAN COUNTY. TO REACH THE STATION
 OL0234'FROM THE JUNCTION OF INTERSTATE HIGHWAY 43 WITH COUNTY HIGHWAY XX
 OL0234'(NORTH AVENUE) (EXIT 137) ABOUT 1.5 KM EAST OF THE VILLAGE OF
 OL0234'CLEVELAND, GO EAST ON COUNTY HIGHWAY XX (NORTH AVENUE) 0.4 KM TO
 OL0234'WESTVIEW ROAD, TURN RIGHT AND GO SOUTH ON WESTVIEW ROAD FOR 0.8 KM TO
 OL0234'WASHINGTON AVENUE, TURN LEFT AND GO EAST ON WASHINGTON AVENUE FOR 2.4
 OL0234'KM TO COUNTY HIGHWAY LS ON THE RIGHT, TURN RIGHT AND GO SOUTH ON
 OL0234'COUNTY HIGHWAY LS FOR 2.8 KM TO THE STATION ON THE LEFT. THE STATION
 OL0234'IS A BRONZE NATIONAL GEODETIC SURVEY BENCH MARK DISK SET ON THE TOP
 OL0234'OF A COPPER-CLAD STEEL ROD ENCASED IN A 10-CM IRON PIPE ABOUT 0.1
 OL0234'METERS BELOW ROAD PAVEMENT. THE STATION IS 13.2 METERS EAST OF THE
 OL0234'CENTERLINE OF COUNTY HIGHWAY LS, 1.3 METERS SOUTHEAST OF TELEPHONE
 OL0234'PEDISTAL --3300 5 L4--, 0.9 METERS NORTHEAST OF POWER POLE --16-23-3
 OL0234'19/38--, 0.4 METERS WEST OF A WHITE PLASTIC WITNESS POST AND 0.1
 OL0234'METERS NORTH OF A GREEN STEEL WITNESS POST. ---NOTE---REFERENCED
 OL0234'POWER POLE OBSTRUCTS TO 80 DEGREES.
 OL0234
 OL0234                          STATION RECOVERY (2003)
 OL0234
 OL0234'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OL0234'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 0.2 MILE
 OL0234'SOUTH OF THE MANITOWOC-SHEBOYGAN COUNTY LINE AND ABOUT 0.1 MILE SOUTH
 OL0234'OF --N9635--.  NOTE-- THERE IS NO WITNESS POST PRESENT, THE TELEPHONE
 OL0234'PEDESTAL IS NUMBERED --3300-15--, AND THE UTILITY POLE HAS 4 GUY WIRES
 OL0234'AND ELECTRICAL WIRES CROSSING COUNTY HIGHWAY LS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0173 ***********************************************************************
 OL0173  DESIGNATION -  L 133
 OL0173  PID         -  OL0173
 OL0173  STATE/COUNTY-  WI/SHEBOYGAN
 OL0173  USGS QUAD   -  CEDAR GROVE (1974)
 OL0173
 OL0173                         *CURRENT SURVEY CONTROL
 OL0173  ___________________________________________________________________
 OL0173* NAD 83(1986)-  43 34 21.     (N)    087 47 59.     (W)     SCALED    
 OL0173* NAVD 88     -       201.295  (meters)     660.42   (feet)  ADJUSTED  
 OL0173  ___________________________________________________________________
 OL0173  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 OL0173  DYNAMIC HT  -         201.254 (meters)     660.28  (feet)  COMP
 OL0173  MODELED GRAV-     980,413.0   (mgal)                       NAVD 88
 OL0173
 OL0173  VERT ORDER  -  SECOND    CLASS I
 OL0173
 OL0173.The horizontal coordinates were scaled from a topographic map and have
 OL0173.an estimated accuracy of +/- 6 seconds.
 OL0173
 OL0173.The orthometric height was determined by differential leveling
 OL0173.and adjusted by the National Geodetic Survey in May 2003..
 OL0173.No vertical observational check was made to the station.
 OL0173
 OL0173.The geoid height was determined by GEOID03.
 OL0173
 OL0173.The dynamic height is computed by dividing the NAVD 88
 OL0173.geopotential number by the normal gravity value computed on the
 OL0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0173.degrees latitude (g = 980.6199 gals.).
 OL0173
 OL0173.The modeled gravity was interpolated from observed gravity values.
 OL0173
 OL0173;                    North         East    Units  Estimated Accuracy
 OL0173;SPC WI S     -   177,040.      777,710.      MT  (+/- 180 meters Scaled)
 OL0173
 OL0173                          SUPERSEDED SURVEY CONTROL
 OL0173
 OL0173  NAVD 88 (06/15/91)  201.255  (m)          660.28   (f) UNKNOWN     1 0
 OL0173  NGVD 29 (??/??/92)  201.30   (m)          660.4    (f) COMPUTED    1 0
 OL0173
 OL0173.Superseded values are not recommended for survey control.
 OL0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0173.See file dsdata.txt to determine how the superseded data were derived.
 OL0173
 OL0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP354247(NAD 83)
 OL0173_MARKER: DV = VERTICAL CONTROL DISK
 OL0173_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OL0173_SP_SET: 13 FEET
 OL0173_STAMPING: L 133 1972
 OL0173_MARK LOGO: NGS   
 OL0173_PROJECTION: FLUSH
 OL0173_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OL0173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0173+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2003
 OL0173
 OL0173  HISTORY     - Date     Condition        Report By
 OL0173  HISTORY     - 1972     MONUMENTED       NGS
 OL0173  HISTORY     - 20010601 GOOD             WIDT
 OL0173  HISTORY     - 20031204 GOOD             USPSQD
 OL0173
 OL0173                          STATION DESCRIPTION
 OL0173
 OL0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0173'1.2 MI NE FROM CEDAR GROVE.
 OL0173'ABOUT 0.35 MILE NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 OL0173'RAILWAY FROM THE CROSSING OF STATE HIGHWAY 32 AT CEDAR GROVE,
 OL0173'THENCE 0.9 MILE EAST ALONG COUNTY ROAD D, 0.1 MILE WEST OF THE
 OL0173'OVERPASS OF COUNTY ROAD D OVER U.S. HIGHWAY 141, 93 FEET NORTH
 OL0173'OF THE CENTER OF A PAVED MEDIAN OF THE COUNTY ROAD, 83 FEET
 OL0173'EAST OF THE CENTER LINE OF SAUK TRAIL ROAD, 16 FEET EAST OF
 OL0173'POWER POLE 69-25582 -40-5, 16 1/2 FEET EAST OF A CORNER POST,
 OL0173'0.8 FOOT SOUTH OF A WOVEN WIRE FENCE, 0.4 FOOT NORTH OF A METAL
 OL0173'WITNESS POST, 2 1/2 FEET BELOW THE LEVEL OF THE COUNTY ROAD,
 OL0173'AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD THAT IS
 OL0173'FLUSH WITH THE LEVEL OF THE GROUND AND ENCASED IN A 6 INCH
 OL0173'METAL PIPE THAT PROJECTS 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 OL0173'THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 13 FEET.  SECTION
 OL0173'19, T13N, R23E.
 OL0173
 OL0173                          STATION RECOVERY (2001)
 OL0173
 OL0173'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OL0173'THE STATION IS LOCATED ABOUT 74 KM SOUTHEAST OF OSHKOSH, 57 KM
 OL0173'SOUTHEAST OF FOND DU LAC AND 21 KM SOUTH OF SHEBOYGAN. OWNERSHIP --
 OL0173'WISCONSIN DEPARTMENT OF TRANSPORTATION. TO REACH THE STATION FROM THE
 OL0173'JUNCTION OF INTERSTATE 43 WITH STATE HIGHWAY 32 ABOUT 20 KM SOUTH OF
 OL0173'SHEBOYGAN, GO WEST ON STATE HIGHWAY 32 FOR 0.2 KM TO SAUK TRAIL AND
 OL0173'THE STATION ON THE RIGHT. THE STATION IS A BRONZE NATIONAL GEODETIC
 OL0173'SURVEY VERTICAL CONTROL DISK ABOUT 1.0 M BELOW THE HIGHWAY PAVEMENT.
 OL0173'THE STATION IS 27.0 M NORTH OF THE CENTERLINE OF STATE HIGHWAY 32,
 OL0173'26.8 M EAST OF THE CENTERLINE OF SAUK TRAIL ROAD, 25.2 M SOUTH OF
 OL0173'TELEPHONE BOX, 15.5 M NORTHEAST OF A -- CITGO -- SIGN, 13.0 M EAST OF
 OL0173'EAST END OF CULVERT AND 0.2 M SOUTH OF AN ORANGE FIBERGLASS WITNESS
 OL0173'POST. --- NOTE --- THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 OL0173'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 OL0173
 OL0173                          STATION RECOVERY (2003)
 OL0173
 OL0173'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OL0173'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 18.0 FEET EAST OF
 OL0173'UTILITY POLE NUMBER --03-09625 45-5--, 17.1 FEET EAST OF A WOODEN
 OL0173'FENCE CORNER POST, AND SET IN A 5.5 INCH DIAMETER IRON PIPE 0.8 FEET
 OL0173'SOUTH OF A RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0151 ***********************************************************************
 OL0151  DESIGNATION -  L 134
 OL0151  PID         -  OL0151
 OL0151  STATE/COUNTY-  WI/MILWAUKEE
 OL0151  USGS QUAD   -  MILWAUKEE (1971)
 OL0151
 OL0151                         *CURRENT SURVEY CONTROL
 OL0151  ___________________________________________________________________
 OL0151* NAD 83(1986)-  43 02 28.     (N)    087 54 15.     (W)     SCALED    
 OL0151* NAVD 88     -       193.586  (meters)     635.12   (feet)  ADJUSTED  
 OL0151  ___________________________________________________________________
 OL0151  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 OL0151  DYNAMIC HT  -         193.534 (meters)     634.95  (feet)  COMP
 OL0151  MODELED GRAV-     980,351.7   (mgal)                       NAVD 88
 OL0151
 OL0151  VERT ORDER  -  FIRST     CLASS 0
 OL0151
 OL0151.The horizontal coordinates were scaled from a topographic map and have
 OL0151.an estimated accuracy of +/- 6 seconds.
 OL0151
 OL0151.The orthometric height was determined by differential leveling
 OL0151.and adjusted by the National Geodetic Survey in June 1991..
 OL0151
 OL0151.The geoid height was determined by GEOID03.
 OL0151
 OL0151.The dynamic height is computed by dividing the NAVD 88
 OL0151.geopotential number by the normal gravity value computed on the
 OL0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0151.degrees latitude (g = 980.6199 gals.).
 OL0151
 OL0151.The modeled gravity was interpolated from observed gravity values.
 OL0151
 OL0151;                    North         East    Units  Estimated Accuracy
 OL0151;SPC WI S     -   117,800.      770,760.      MT  (+/- 180 meters Scaled)
 OL0151
 OL0151                          SUPERSEDED SURVEY CONTROL
 OL0151
 OL0151  NGVD 29 (??/??/92)  193.68   (m)          635.4    (f) COMPUTED    1 0
 OL0151
 OL0151.Superseded values are not recommended for survey control.
 OL0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0151.See file dsdata.txt to determine how the superseded data were derived.
 OL0151
 OL0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN263657(NAD 83)
 OL0151_MARKER: DB = BENCH MARK DISK
 OL0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0151_SP_SET: STONE POST
 OL0151_STAMPING: L 134 1972
 OL0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0151+STABILITY: SURFACE MOTION
 OL0151
 OL0151  HISTORY     - Date     Condition        Report By
 OL0151  HISTORY     - 1972     MONUMENTED       NGS
 OL0151  HISTORY     - 20030316 POOR             USPSQD
 OL0151
 OL0151                          STATION DESCRIPTION
 OL0151
 OL0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0151'AT MILWAUKEE.
 OL0151'AT MILWAUKEE, AT THE NORTHWEST CORNER OF THE INTERSECTION OF
 OL0151'EAST WELLS STREET AND NORTH JACKSON STREET, AT THE SOUTHEAST
 OL0151'CORNER OF CATHEDRAL SQUARE, 60 1/2 FEET NORTH OF THE CENTER
 OL0151'LINE OF EAST WELLS STREET, 51 FEET WEST OF THE CENTER LINE OF
 OL0151'NORTH JACKSON STREET, 22 1/2 FEET NORTHWEST OF A FIRE CALL BOX,
 OL0151'1 1/2 FEET ABOVE THE STREET LEVEL AND SET IN THE TOP OF A STONE
 OL0151'POST THAT PROJECTS 4 INCHES ABOVE THE LEVEL OF THE GROUND.
 OL0151'SECTION 28, T 7 N, R 22 E.
 OL0151
 OL0151                          STATION RECOVERY (2003)
 OL0151
 OL0151'RECOVERY NOTE BY US POWER SQUADRON 2003 (RW)
 OL0151'MARK FOUND IN POOR CONDITION.  APPROX 1/2 INCH DIAMETER OF TAG STILL
 OL0151'INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RN0163 ***********************************************************************
 RN0163  DESIGNATION -  L 135
 RN0163  PID         -  RN0163
 RN0163  STATE/COUNTY-  WI/DOUGLAS
 RN0163  USGS QUAD   -  SUPERIOR (1994)
 RN0163
 RN0163                         *CURRENT SURVEY CONTROL
 RN0163  ___________________________________________________________________
 RN0163* NAD 83(1986)-  46 38 20.     (N)    092 06 32.     (W)     SCALED    
 RN0163* NAVD 88     -       207.076  (meters)     679.38   (feet)  ADJUSTED  
 RN0163  ___________________________________________________________________
 RN0163  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 RN0163  DYNAMIC HT  -         207.100 (meters)     679.46  (feet)  COMP
 RN0163  MODELED GRAV-     980,720.7   (mgal)                       NAVD 88
 RN0163
 RN0163  VERT ORDER  -  SECOND    CLASS 0
 RN0163
 RN0163.The horizontal coordinates were scaled from a topographic map and have
 RN0163.an estimated accuracy of +/- 6 seconds.
 RN0163
 RN0163.The orthometric height was determined by differential leveling
 RN0163.and adjusted by the National Geodetic Survey in June 1991..
 RN0163
 RN0163.The geoid height was determined by GEOID03.
 RN0163
 RN0163.The dynamic height is computed by dividing the NAVD 88
 RN0163.geopotential number by the normal gravity value computed on the
 RN0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0163.degrees latitude (g = 980.6199 gals.).
 RN0163
 RN0163.The modeled gravity was interpolated from observed gravity values.
 RN0163
 RN0163;                    North         East    Units  Estimated Accuracy
 RN0163;SPC WI N     -   165,780.      438,550.      MT  (+/- 180 meters Scaled)
 RN0163
 RN0163                          SUPERSEDED SURVEY CONTROL
 RN0163
 RN0163  NGVD 29 (??/??/92)  207.058  (m)          679.32   (f) ADJ UNCH    2 0
 RN0163
 RN0163.Superseded values are not recommended for survey control.
 RN0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0163.See file dsdata.txt to determine how the superseded data were derived.
 RN0163
 RN0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM682654(NAD 83)
 RN0163_MARKER: DB = BENCH MARK DISK
 RN0163_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RN0163_SP_SET: UNDERPASS
 RN0163_STAMPING: L 135 1935
 RN0163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0163
 RN0163  HISTORY     - Date     Condition        Report By
 RN0163  HISTORY     - 1935     MONUMENTED       CGS
 RN0163
 RN0163                          STATION DESCRIPTION
 RN0163
 RN0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RN0163'IN SANDERS.
 RN0163'ALONG THE GREAT NORTHERN R.R.  MARK IS IN THE W. SIDE OF THE N.
 RN0163'ABUTMENT OF CONCRETE R.R. UNDER PASS AT SANDERS JCT. 100 YDS N. OF
 RN0163'STATION TOWER AND 3 1/2 YDS. W. OF W. TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0315 ***********************************************************************
 NG0315  DESIGNATION -  L 137
 NG0315  PID         -  NG0315
 NG0315  STATE/COUNTY-  WI/RACINE
 NG0315  USGS QUAD   -  FRANKSVILLE (1994)
 NG0315
 NG0315                         *CURRENT SURVEY CONTROL
 NG0315  ___________________________________________________________________
 NG0315* NAD 83(1986)-  42 45 17.     (N)    087 54 08.     (W)     SCALED    
 NG0315* NAVD 88     -       218.750  (meters)     717.68   (feet)  ADJUSTED  
 NG0315  ___________________________________________________________________
 NG0315  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 NG0315  DYNAMIC HT  -         218.687 (meters)     717.48  (feet)  COMP
 NG0315  MODELED GRAV-     980,326.7   (mgal)                       NAVD 88
 NG0315
 NG0315  VERT ORDER  -  FIRST     CLASS 0
 NG0315
 NG0315.The horizontal coordinates were scaled from a topographic map and have
 NG0315.an estimated accuracy of +/- 6 seconds.
 NG0315
 NG0315.The orthometric height was determined by differential leveling
 NG0315.and adjusted by the National Geodetic Survey in June 1991..
 NG0315
 NG0315.The geoid height was determined by GEOID03.
 NG0315
 NG0315.The dynamic height is computed by dividing the NAVD 88
 NG0315.geopotential number by the normal gravity value computed on the
 NG0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0315.degrees latitude (g = 980.6199 gals.).
 NG0315
 NG0315.The modeled gravity was interpolated from observed gravity values.
 NG0315
 NG0315;                    North         East    Units  Estimated Accuracy
 NG0315;SPC WI S     -    86,000.      771,720.      MT  (+/- 180 meters Scaled)
 NG0315
 NG0315                          SUPERSEDED SURVEY CONTROL
 NG0315
 NG0315  NGVD 29 (??/??/92)  218.79   (m)          717.8    (f) COMPUTED    1 0
 NG0315
 NG0315.Superseded values are not recommended for survey control.
 NG0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0315.See file dsdata.txt to determine how the superseded data were derived.
 NG0315
 NG0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN261339(NAD 83)
 NG0315_MARKER: DB = BENCH MARK DISK
 NG0315_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NG0315_SP_SET: BRIDGE ABUTMENT
 NG0315_STAMPING: L 137 1972
 NG0315_MARK LOGO: CGS   
 NG0315_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NG0315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0315_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NG0315+SATELLITE: SATELLITE OBSERVATIONS - 2001
 NG0315
 NG0315  HISTORY     - Date     Condition        Report By
 NG0315  HISTORY     - 1972     MONUMENTED       NGS
 NG0315  HISTORY     - 1990     GOOD             USPSQD
 NG0315  HISTORY     - 2001     GOOD             WIDT
 NG0315
 NG0315                          STATION DESCRIPTION
 NG0315
 NG0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 NG0315'AT FRANKSVILLE.
 NG0315'AT FRANKSVILLE, 0.1 MILE SOUTH ALONG COUNTY ROAD H FROM THE EAST
 NG0315'JUNCTION OF COUNTY ROAD K, SET IN THE TOP OF THE EAST END OF THE
 NG0315'NORTH ABUTMENT FOR AN 18 FOOT CONCRETE BRIDGE OVER HOOD CREEK,
 NG0315'19 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, ALSO ABOUT 0.8
 NG0315'MILE SOUTHEAST ALONG COUNTY ROAD H FROM THE WEST JUNCTION WITH
 NG0315'COUNTY ROAD K AND 1/2 FOOT BELOW THE LEVEL OF THE ROAD.  SEC 4,
 NG0315'T3N, R22E.
 NG0315
 NG0315                          STATION RECOVERY (1990)
 NG0315
 NG0315'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCB)
 NG0315'RECOVERED IN GOOD CONDITION.
 NG0315
 NG0315                          STATION RECOVERY (2001)
 NG0315
 NG0315'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 NG0315'THE STATION IS LOCATED ABOUT 9 KM NORTHWEST OF RACINE IN FRANKSVILLE.
 NG0315'OWNERSHIP--RACINE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 NG0315'INTERSTATE HIGHWAY 94 WITH COUNTY HIGHWAY K (NORTHWESTERN AVENUE)
 NG0315'ABOUT 3 KM NORTHWEST OF THE COMMUNITY OF FRANKSVILLE, GO SOUTHEAST ON
 NG0315'COUNTY HIGHWAY K FOR 5.1 KM TO COUNTY HIGHWAY H (FANCHER ROAD) ON THE
 NG0315'RIGHT, TURN RIGHT AND GO SOUTH ON COUNTY HIGHWAY H (FANCHER ROAD) FOR
 NG0315'0.2 KM TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE US COAST
 NG0315'AND GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP OF THE EAST END OF
 NG0315'THE NORTH CONCRETE ABUTMENT OF A BRIDGE SPANNING HOOD CREEK AND ABOUT
 NG0315'0.5 M BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 5.9 M EAST OF THE
 NG0315'CENTERLINE OF COUNTY HIGHWAY H (FENCHER ROAD), 3.5 M WEST OF THE EAST
 NG0315'END OF THE EAST WINGWALL, AND 0.2 M EAST OF THE EAST FACE OF THE EAST
 NG0315'HEADWALL.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 NG0315'OBSERVATIONS DUE TO BEING HEAVILY OBSTRUCTED BY TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0261 ***********************************************************************
 NG0261  DESIGNATION -  L 138
 NG0261  PID         -  NG0261
 NG0261  STATE/COUNTY-  WI/KENOSHA
 NG0261  USGS QUAD   -  KENOSHA (1994)
 NG0261
 NG0261                         *CURRENT SURVEY CONTROL
 NG0261  ___________________________________________________________________
 NG0261* NAD 83(1986)-  42 35 17.     (N)    087 49 12.     (W)     SCALED    
 NG0261* NAVD 88     -       183.574  (meters)     602.28   (feet)  ADJUSTED  
 NG0261  ___________________________________________________________________
 NG0261  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 NG0261  DYNAMIC HT  -         183.520 (meters)     602.10  (feet)  COMP
 NG0261  MODELED GRAV-     980,321.6   (mgal)                       NAVD 88
 NG0261
 NG0261  VERT ORDER  -  FIRST     CLASS 0
 NG0261
 NG0261.The horizontal coordinates were scaled from a topographic map and have
 NG0261.an estimated accuracy of +/- 6 seconds.
 NG0261
 NG0261.The orthometric height was determined by differential leveling
 NG0261.and adjusted by the National Geodetic Survey in June 1991..
 NG0261
 NG0261.The geoid height was determined by GEOID03.
 NG0261
 NG0261.The dynamic height is computed by dividing the NAVD 88
 NG0261.geopotential number by the normal gravity value computed on the
 NG0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0261.degrees latitude (g = 980.6199 gals.).
 NG0261
 NG0261.The modeled gravity was interpolated from observed gravity values.
 NG0261
 NG0261;                    North         East    Units  Estimated Accuracy
 NG0261;SPC WI S     -    67,670.      778,930.      MT  (+/- 180 meters Scaled)
 NG0261
 NG0261                          SUPERSEDED SURVEY CONTROL
 NG0261
 NG0261  NGVD 29 (??/??/92)  183.65   (m)          602.5    (f) COMPUTED    1 0
 NG0261
 NG0261.Superseded values are not recommended for survey control.
 NG0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0261.See file dsdata.txt to determine how the superseded data were derived.
 NG0261
 NG0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN327153(NAD 83)
 NG0261_MARKER: DB = BENCH MARK DISK
 NG0261_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NG0261_SP_SET: LIMESTONE BANNISTER
 NG0261_STAMPING: L 138 1973
 NG0261_MARK LOGO: NGS   
 NG0261_MAGNETIC: N = NO MAGNETIC MATERIAL
 NG0261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NG0261_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NG0261+SATELLITE: SATELLITE OBSERVATIONS - 2001
 NG0261
 NG0261  HISTORY     - Date     Condition        Report By
 NG0261  HISTORY     - 1973     MONUMENTED       NGS
 NG0261  HISTORY     - 2001     GOOD             WIDT
 NG0261
 NG0261                          STATION DESCRIPTION
 NG0261
 NG0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NG0261'AT KENOSHA.
 NG0261'ABOUT 0.25 MILES NORTH ALONG STATE HIGHWAY 32 (SHERIDAN ROAD)
 NG0261'FROM THE POST OFFICE AT KENOSHA, THENCE 0.15 MILES EAST ALONG
 NG0261'52ND STREET TO THE MUNICIPAL BUILDING, 17.6 FEET EAST OF CENTER
 NG0261'LINE OF MAIN AND NORTH ENTRANCE TO THE BUILDING, 28.6 FEET
 NG0261'SOUTH OF THE SOUTH CURB OF 52ND STREET 8.0 FEET EAST OF EXTENDED
 NG0261'CENTER LINE OF 7TH AVE., 1.0 FEET NORTH OF NORTH FACE OF STONE
 NG0261'PILLAR FORMING ENTRANCE, 1.7 FEET ABOVE CONCRETE LANDING, SET
 NG0261'IN TOP OF EAST LIMESTONE BANNISTER, 0.25 MILES NORTH AND 0.15
 NG0261'MILES EAST OF BM T 115 AND 3.0 FEET ABOVE THE LEVEL OF THE
 NG0261'STREET. SEC 32, T 2 N, R 23 E.
 NG0261
 NG0261                          STATION RECOVERY (2001)
 NG0261
 NG0261'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 NG0261'THE STATION IS LOCATED IN KENOSHA.  OWNERSHIP--CITY OF KENOSHA.  TO
 NG0261'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 (SHERIDAN
 NG0261'ROAD) WITH STATE HIGHWAY 158 AND 52 STREET IN THE CITY KENOSHA,  GO
 NG0261'EAST ON 52ND STREET FOR 0.2 KM TO 7TH STREET ON THE LEFT AND THE
 NG0261'STATION ON THE RIGHT. THE STATION IS A BRONZE NATIONAL GEODETIC
 NG0261'SURVEY BENCH MARK SET IN THE TOP OF A LIMESTONE BANNISTER AND ABOUT 1
 NG0261'M ABOVE THE ROAD PAVEMENT.  THE STATION IS 16.9 M SOUTH OF THE
 NG0261'CENTERLINE OF 52ND STREET, 8.6 M SOUTH OF A LIGHTPOLE, 6.1 M WEST OF
 NG0261'THE SOUTHWEST CORNER OF A UTILITY BOX, 5.5 M EAST OF THE CENTERLINE
 NG0261'OF ENTRANCE DOORS TO THE KENOSHA MUNICIPAL BUILDING, 2.5 M EAST OF
 NG0261'EXTENDED CENTERLINE OF 7TH AVENUE, AND 0.3 M NORTH OF FACE OF THE
 NG0261'BUILDING. ---NOTE---THE STATION IS NOT SUITABLE FOR GPS DUE TO THE
 NG0261'BUILDING OBSTRUCTING THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0384 ***********************************************************************
 RM0384  DESIGNATION -  L 146
 RM0384  PID         -  RM0384
 RM0384  STATE/COUNTY-  WI/WASHBURN
 RM0384  USGS QUAD   -  STANBERRY EAST (1971)
 RM0384
 RM0384                         *CURRENT SURVEY CONTROL
 RM0384  ___________________________________________________________________
 RM0384* NAD 83(1986)-  46 02 53.     (N)    091 36 14.     (W)     SCALED    
 RM0384* NAVD 88     -       373.033  (meters)    1223.86   (feet)  ADJUSTED  
 RM0384  ___________________________________________________________________
 RM0384  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 RM0384  DYNAMIC HT  -         373.049 (meters)    1223.91  (feet)  COMP
 RM0384  MODELED GRAV-     980,647.2   (mgal)                       NAVD 88
 RM0384
 RM0384  VERT ORDER  -  FIRST     CLASS II
 RM0384
 RM0384.The horizontal coordinates were scaled from a topographic map and have
 RM0384.an estimated accuracy of +/- 6 seconds.
 RM0384
 RM0384.The orthometric height was determined by differential leveling
 RM0384.and adjusted by the National Geodetic Survey in June 1991..
 RM0384
 RM0384.The geoid height was determined by GEOID03.
 RM0384
 RM0384.The dynamic height is computed by dividing the NAVD 88
 RM0384.geopotential number by the normal gravity value computed on the
 RM0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0384.degrees latitude (g = 980.6199 gals.).
 RM0384
 RM0384.The modeled gravity was interpolated from observed gravity values.
 RM0384
 RM0384;                    North         East    Units  Estimated Accuracy
 RM0384;SPC WI N     -    99,210.      475,880.      MT  (+/- 180 meters Scaled)
 RM0384
 RM0384                          SUPERSEDED SURVEY CONTROL
 RM0384
 RM0384.No superseded survey control is available for this station.
 RM0384
 RM0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM080003(NAD 83)
 RM0384_MARKER: DB = BENCH MARK DISK
 RM0384_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0384_SP_SET: STAINLESS STEEL ROD
 RM0384_STAMPING: L 146 1979
 RM0384_PROJECTION: FLUSH
 RM0384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0384_ROD/PIPE-DEPTH: 3.05 meters
 RM0384
 RM0384  HISTORY     - Date     Condition        Report By
 RM0384  HISTORY     - 1979     MONUMENTED       NGS
 RM0384
 RM0384                          STATION DESCRIPTION
 RM0384
 RM0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RM0384'8.0 MI WEST FROM HAYWARD.
 RM0384'8.0 MILES WEST ALONG STATE HIGHWAY 77 FROM THE JUNCTION OF STATE
 RM0384'HIGHWAY 27 AND U.S. HIGHWAY 63 IN HAYWARD, 40.0 FT. NORTH OF THE
 RM0384'CENTERLINE OF THE HIGHWAY, 21.0 FT. EAST OF THE CENTERLINE OF THE FROG
 RM0384'CREEK FOREST TRAIL, 8.0 FT. EAST OF A 40-INCH POPLAR TREE.  DISK IS 4
 RM0384'INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC
 RM0384'SCREW PLUG.
 RM0384'THE MARK IS 3 FT  W FROM A WITNESS POST.
 RM0384'THE MARK IS 1.5 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0322 ***********************************************************************
 QN0322  DESIGNATION -  L 147
 QN0322  PID         -  QN0322
 QN0322  STATE/COUNTY-  WI/SAWYER
 QN0322  USGS QUAD   -  EXELAND (1972)
 QN0322
 QN0322                         *CURRENT SURVEY CONTROL
 QN0322  ___________________________________________________________________
 QN0322* NAD 83(1986)-  45 44 26.     (N)    091 13 30.     (W)     SCALED    
 QN0322* NAVD 88     -       372.012  (meters)    1220.51   (feet)  ADJUSTED  
 QN0322  ___________________________________________________________________
 QN0322  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 QN0322  DYNAMIC HT  -         371.993 (meters)    1220.45  (feet)  COMP
 QN0322  MODELED GRAV-     980,554.3   (mgal)                       NAVD 88
 QN0322
 QN0322  VERT ORDER  -  FIRST     CLASS II
 QN0322
 QN0322.The horizontal coordinates were scaled from a topographic map and have
 QN0322.an estimated accuracy of +/- 6 seconds.
 QN0322
 QN0322.The orthometric height was determined by differential leveling
 QN0322.and adjusted by the National Geodetic Survey in June 1991..
 QN0322
 QN0322.The geoid height was determined by GEOID03.
 QN0322
 QN0322.The dynamic height is computed by dividing the NAVD 88
 QN0322.geopotential number by the normal gravity value computed on the
 QN0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0322.degrees latitude (g = 980.6199 gals.).
 QN0322
 QN0322.The modeled gravity was interpolated from observed gravity values.
 QN0322
 QN0322;                    North         East    Units  Estimated Accuracy
 QN0322;SPC WI N     -    64,520.      504,670.      MT  (+/- 180 meters Scaled)
 QN0322
 QN0322                          SUPERSEDED SURVEY CONTROL
 QN0322
 QN0322.No superseded survey control is available for this station.
 QN0322
 QN0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL380667(NAD 83)
 QN0322_MARKER: DB = BENCH MARK DISK
 QN0322_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0322_SP_SET: STAINLESS STEEL ROD
 QN0322_STAMPING: L 147 1979
 QN0322_PROJECTION: FLUSH
 QN0322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0322_ROD/PIPE-DEPTH: 6.10 meters
 QN0322
 QN0322  HISTORY     - Date     Condition        Report By
 QN0322  HISTORY     - 1979     MONUMENTED       NGS
 QN0322
 QN0322                          STATION DESCRIPTION
 QN0322
 QN0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 QN0322'2.05 MI SOUTH FROM RADISSON.
 QN0322'2.05 MILES SOUTH ALONG STATE HIGHWAY 40 FROM THE JUNCTION OF STATE
 QN0322'HIGHWAY 27 IN RADISSON, 36.0 FT. EAST OF THE CENTERLINE OF THE
 QN0322'HIGHWAY, 4.0 FT. NORTHEAST OF POWERLINE POLE NUMBER 129-276, 20.0 FT.
 QN0322'SOUTHEAST OF THE SOUTH END OF AN 18-INCH METAL CORRUGATED CULVERT.
 QN0322'THE MARK IS 1.5 FT  S FROM A WITNESS POST.
 QN0322'THE MARK IS 1 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0387 ***********************************************************************
 QN0387  DESIGNATION -  L 148
 QN0387  PID         -  QN0387
 QN0387  STATE/COUNTY-  WI/RUSK
 QN0387  USGS QUAD   -  BRUCE (1972)
 QN0387
 QN0387                         *CURRENT SURVEY CONTROL
 QN0387  ___________________________________________________________________
 QN0387* NAD 83(1986)-  45 27 09.     (N)    091 15 37.     (W)     SCALED    
 QN0387* NAVD 88     -       329.245  (meters)    1080.20   (feet)  ADJUSTED  
 QN0387  ___________________________________________________________________
 QN0387  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 QN0387  DYNAMIC HT  -         329.227 (meters)    1080.14  (feet)  COMP
 QN0387  MODELED GRAV-     980,552.3   (mgal)                       NAVD 88
 QN0387
 QN0387  VERT ORDER  -  FIRST     CLASS II
 QN0387
 QN0387.The horizontal coordinates were scaled from a topographic map and have
 QN0387.an estimated accuracy of +/- 6 seconds.
 QN0387
 QN0387.The orthometric height was determined by differential leveling
 QN0387.and adjusted by the National Geodetic Survey in June 1991..
 QN0387
 QN0387.The geoid height was determined by GEOID03.
 QN0387
 QN0387.The dynamic height is computed by dividing the NAVD 88
 QN0387.geopotential number by the normal gravity value computed on the
 QN0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0387.degrees latitude (g = 980.6199 gals.).
 QN0387
 QN0387.The modeled gravity was interpolated from observed gravity values.
 QN0387
 QN0387;                    North         East    Units  Estimated Accuracy
 QN0387;SPC WI C     -   180,690.      501,420.      MT  (+/- 180 meters Scaled)
 QN0387
 QN0387                          SUPERSEDED SURVEY CONTROL
 QN0387
 QN0387.No superseded survey control is available for this station.
 QN0387
 QN0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL360346(NAD 83)
 QN0387_MARKER: DB = BENCH MARK DISK
 QN0387_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QN0387_SP_SET: HEADWALL
 QN0387_STAMPING: L 148 1980
 QN0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0387+STABILITY: SURFACE MOTION
 QN0387
 QN0387  HISTORY     - Date     Condition        Report By
 QN0387  HISTORY     - 1980     MONUMENTED       NGS
 QN0387  HISTORY     - 20020520 MARK NOT FOUND   WIDT
 QN0387  HISTORY     - 20040928 MARK NOT FOUND   WIDT
 QN0387
 QN0387                          STATION DESCRIPTION
 QN0387
 QN0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QN0387'1.2 KM EAST FROM BRUCE.
 QN0387'1.2 KM (0.75 MI) EAST ALONG U.S. HIGHWAY 8 FROM THE JUNCTION OF STATE
 QN0387'HIGHWAY 40 IN BRUCE, IN TOP OF THE NORTH END OF THE EAST HEADWALL OF A
 QN0387'BRIDGE OVER THE CHIPPEWA RIVER, 4.1 M (13.6 FT) NORTH OF THE
 QN0387'CENTERLINE OF THE HIGHWAY.
 QN0387'THE MARK IS 0.15 M ABOVE THE HIGHWAY.
 QN0387
 QN0387                          STATION RECOVERY (2002)
 QN0387
 QN0387'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (GRS)
 QN0387'ENGINEERING FIRM REPORTED TO WIDT THAT BENCH MARK WAS REMOVED IN 1996
 QN0387'WITH OLD BRIDGE.
 QN0387
 QN0387                          STATION RECOVERY (2004)
 QN0387
 QN0387'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0387'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0359 ***********************************************************************
 QN0359  DESIGNATION -  L 149
 QN0359  PID         -  QN0359
 QN0359  STATE/COUNTY-  WI/BARRON
 QN0359  USGS QUAD   -  BARRON (1978)
 QN0359
 QN0359                         *CURRENT SURVEY CONTROL
 QN0359  ___________________________________________________________________
 QN0359* NAD 83(1986)-  45 24 02.     (N)    091 47 57.     (W)     SCALED    
 QN0359* NAVD 88     -       334.358  (meters)    1096.97   (feet)  ADJUSTED  
 QN0359  ___________________________________________________________________
 QN0359  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 QN0359  DYNAMIC HT  -         334.331 (meters)    1096.88  (feet)  COMP
 QN0359  MODELED GRAV-     980,526.4   (mgal)                       NAVD 88
 QN0359
 QN0359  VERT ORDER  -  FIRST     CLASS II
 QN0359
 QN0359.The horizontal coordinates were scaled from a topographic map and have
 QN0359.an estimated accuracy of +/- 6 seconds.
 QN0359
 QN0359.The orthometric height was determined by differential leveling
 QN0359.and adjusted by the National Geodetic Survey in June 1991..
 QN0359
 QN0359.The geoid height was determined by GEOID03.
 QN0359
 QN0359.The dynamic height is computed by dividing the NAVD 88
 QN0359.geopotential number by the normal gravity value computed on the
 QN0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0359.degrees latitude (g = 980.6199 gals.).
 QN0359
 QN0359.The modeled gravity was interpolated from observed gravity values.
 QN0359
 QN0359;                    North         East    Units  Estimated Accuracy
 QN0359;SPC WI C     -   175,710.      459,150.      MT  (+/- 180 meters Scaled)
 QN0359
 QN0359                          SUPERSEDED SURVEY CONTROL
 QN0359
 QN0359.No superseded survey control is available for this station.
 QN0359
 QN0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL939281(NAD 83)
 QN0359_MARKER: I = METAL ROD
 QN0359_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0359_SP_SET: STAINLESS STEEL ROD
 QN0359_STAMPING: L 149 1980
 QN0359_PROJECTION: FLUSH
 QN0359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QN0359+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2005
 QN0359_ROD/PIPE-DEPTH: 12.1 meters
 QN0359
 QN0359  HISTORY     - Date     Condition        Report By
 QN0359  HISTORY     - 1980     MONUMENTED       NGS
 QN0359  HISTORY     - 20030926 POOR             INDIV
 QN0359  HISTORY     - 20050927 GOOD             WIDT
 QN0359
 QN0359                          STATION DESCRIPTION
 QN0359
 QN0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QN0359'4.4 KM WEST FROM CAMERON.
 QN0359'4.4 KM (2.7 MI) WEST ALONG COUNTY ROAD W FROM THE POST OFFICE IN
 QN0359'CAMERON, IN LINE WITH OVERHEAD POWERLINES, 42.4 M (140 FT) EAST OF THE
 QN0359'EXTENDED CENTER OF A DRIVE LEADING NORTH, 15.8 M (52.2 FT) SOUTH OF
 QN0359'THE CENTERLINE OF THE ROAD, 1.8 M (5.8 FT) SOUTHWEST OF A POWERLINE
 QN0359'POLE, 0.3 M (1.0 FT) NORTH OF A FENCE, 38.5 M (127 FT) WEST OF A FIELD
 QN0359'ENTRANCE ROAD.
 QN0359'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 QN0359'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 QN0359
 QN0359                          STATION RECOVERY (2003)
 QN0359
 QN0359'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (CCF)
 QN0359'RECOVERED AT 9.43 AM IN POOR CONDITION. THE CONCRETE BASE AND METAL
 QN0359'COVER FOR THIS MARKER ARE NOT LEVEL, AND APPEAR TO HAVE BEEN
 QN0359'DISTURBED.
 QN0359
 QN0359                          STATION RECOVERY (2005)
 QN0359
 QN0359'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 QN0359'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.5 M WEST OF
 QN0359'COUNTY HIGHWAY O AND 1.0 M SOUTH, 1.0 M NORTHEAST, AND 1.0 M NORTHWEST
 QN0359'OF THREE WHITE PLASTIC WITNESS POSTS.
 QN0359'--NOTE-- THE ENCASEMENT IS TIPPED BUT THE ROD APPEARS TO BE VERTICAL.
 QN0359' 
 QN0359'--NOTE2-- THE STATION IS 53 M (NOT 42.4 M) EAST OF THE EXTENDED
 QN0359'CENTERLINE OF THE PRIVATE DRIVEWAY TO --1742--.  THE POWERLINE POLE
 QN0359'AND FENCE ARE NOT PRESENT.
 QN0359'-- NOTE3-- VISIBLE OBSTRUCTIONS AT THIS STATION IS A TREE ABOUT 55 M
 QN0359'WEST-NORTHWEST EXTENDING TO 35 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0076 ***********************************************************************
 RM0076  DESIGNATION -  L 15
 RM0076  PID         -  RM0076
 RM0076  STATE/COUNTY-  WI/IRON
 RM0076  USGS QUAD   -  SAXON (1956)
 RM0076
 RM0076                         *CURRENT SURVEY CONTROL
 RM0076  ___________________________________________________________________
 RM0076* NAD 83(1986)-  46 29 37.     (N)    090 24 50.     (W)     SCALED    
 RM0076* NAVD 88     -       339.760  (meters)    1114.70   (feet)  ADJUSTED  
 RM0076  ___________________________________________________________________
 RM0076  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 RM0076  DYNAMIC HT  -         339.782 (meters)    1114.77  (feet)  COMP
 RM0076  MODELED GRAV-     980,670.8   (mgal)                       NAVD 88
 RM0076
 RM0076  VERT ORDER  -  FIRST     CLASS II
 RM0076
 RM0076.The horizontal coordinates were scaled from a topographic map and have
 RM0076.an estimated accuracy of +/- 6 seconds.
 RM0076
 RM0076.The orthometric height was determined by differential leveling
 RM0076.and adjusted by the National Geodetic Survey in June 1991..
 RM0076
 RM0076.The geoid height was determined by GEOID03.
 RM0076
 RM0076.The dynamic height is computed by dividing the NAVD 88
 RM0076.geopotential number by the normal gravity value computed on the
 RM0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0076.degrees latitude (g = 980.6199 gals.).
 RM0076
 RM0076.The modeled gravity was interpolated from observed gravity values.
 RM0076
 RM0076;                    North         East    Units  Estimated Accuracy
 RM0076;SPC WI N     -   147,570.      568,230.      MT  (+/- 180 meters Scaled)
 RM0076
 RM0076                          SUPERSEDED SURVEY CONTROL
 RM0076
 RM0076  NGVD 29 (??/??/92)  339.781  (m)         1114.76   (f) ADJ UNCH    1 2
 RM0076
 RM0076.Superseded values are not recommended for survey control.
 RM0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0076.See file dsdata.txt to determine how the superseded data were derived.
 RM0076
 RM0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM984521(NAD 83)
 RM0076_MARKER: DB = BENCH MARK DISK
 RM0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0076_STAMPING: L 15 1934
 RM0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0076+STABILITY: SURFACE MOTION
 RM0076
 RM0076  HISTORY     - Date     Condition        Report By
 RM0076  HISTORY     - 1934     MONUMENTED       CGS
 RM0076  HISTORY     - 1948     GOOD             NGS
 RM0076  HISTORY     - 1982     MARK NOT FOUND   NGS
 RM0076  HISTORY     - 20030709 MARK NOT FOUND   USPSQD
 RM0076  HISTORY     - 20050830 MARK NOT FOUND   WIDT
 RM0076
 RM0076                          STATION DESCRIPTION
 RM0076
 RM0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RM0076'AT SAXON.
 RM0076'AT SAXON, AT THE UNION RAILWAY STATION, 30 FEET NORTH OF THE
 RM0076'NORTHEAST CORNER OF THE STATION, 18 FEET SOUTH OF THE SOUTH RAIL
 RM0076'OF THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY, 2.5 FEET SOUTH OF
 RM0076'THE SOUTH EDGE OF A WOODEN PLATFORM, 9 FEET EAST OF THE EAST EDGE
 RM0076'OF WOODEN RAMP TO STATION, ABOUT 2 FEET ABOVE THE TRACK AND SET IN
 RM0076'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 RM0076
 RM0076                          STATION RECOVERY (1982)
 RM0076
 RM0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RM0076'NOT RECOVERED.  PROBABLY GRADED OUT BY RAILROAD EQUIPMENT.
 RM0076
 RM0076                          STATION RECOVERY (2003)
 RM0076
 RM0076'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0076'MARK NOT FOUND.
 RM0076
 RM0076                          STATION RECOVERY (2005)
 RM0076
 RM0076'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RM0076'MARK NOT FOUND. ADD-- AREA NORTH OF THE DULUTH-SOUTHSHORE AND ATLANTIC
 RM0076'RAILROAD TRACKS APPEARS TO HAVE BEEN REGRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0414 ***********************************************************************
 RM0414  DESIGNATION -  L 150
 RM0414  PID         -  RM0414
 RM0414  STATE/COUNTY-  WI/DOUGLAS
 RM0414  USGS QUAD   -  SOLON SPRINGS (1982)
 RM0414
 RM0414                         *CURRENT SURVEY CONTROL
 RM0414  ___________________________________________________________________
 RM0414* NAD 83(1986)-  46 15 39.     (N)    091 47 54.     (W)     SCALED    
 RM0414* NAVD 88     -       311.685  (meters)    1022.59   (feet)  ADJUSTED  
 RM0414  ___________________________________________________________________
 RM0414  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 RM0414  DYNAMIC HT  -         311.717 (meters)    1022.69  (feet)  COMP
 RM0414  MODELED GRAV-     980,707.6   (mgal)                       NAVD 88
 RM0414
 RM0414  VERT ORDER  -  FIRST     CLASS II
 RM0414
 RM0414.The horizontal coordinates were scaled from a topographic map and have
 RM0414.an estimated accuracy of +/- 6 seconds.
 RM0414
 RM0414.The orthometric height was determined by differential leveling
 RM0414.and adjusted by the National Geodetic Survey in June 1991..
 RM0414
 RM0414.The geoid height was determined by GEOID03.
 RM0414
 RM0414.The dynamic height is computed by dividing the NAVD 88
 RM0414.geopotential number by the normal gravity value computed on the
 RM0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0414.degrees latitude (g = 980.6199 gals.).
 RM0414
 RM0414.The modeled gravity was interpolated from observed gravity values.
 RM0414
 RM0414;                    North         East    Units  Estimated Accuracy
 RM0414;SPC WI N     -   123,180.      461,370.      MT  (+/- 180 meters Scaled)
 RM0414
 RM0414                          SUPERSEDED SURVEY CONTROL
 RM0414
 RM0414.No superseded survey control is available for this station.
 RM0414
 RM0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM926237(NAD 83)
 RM0414_MARKER: DB = BENCH MARK DISK
 RM0414_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0414_SP_SET: STAINLESS STEEL ROD
 RM0414_STAMPING: L 150 1979
 RM0414_MARK LOGO: NGS   
 RM0414_PROJECTION: FLUSH
 RM0414_MAGNETIC: N = NO MAGNETIC MATERIAL
 RM0414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0414_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0414+SATELLITE: SATELLITE OBSERVATIONS - September 08, 1997
 RM0414_ROD/PIPE-DEPTH: 6.1  meters
 RM0414
 RM0414  HISTORY     - Date     Condition        Report By
 RM0414  HISTORY     - 1979     MONUMENTED       NGS
 RM0414  HISTORY     - 1987     GOOD             USPSQD
 RM0414  HISTORY     - 19970908 GOOD             NGS
 RM0414
 RM0414                          STATION DESCRIPTION
 RM0414
 RM0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RM0414'1.1 MI NORTH FROM GORDON.
 RM0414'1.1 MILES NORTH ALONG U.S. HIGHWAY 53 FROM THE JUNCTION OF COUNTY ROAD
 RM0414'Y IN GORDON, 0.15 MILE NORTH OF AN OVERHEAD RAILROAD BRIDGE, AT A
 RM0414'GRAVEL ROAD LEADING EAST, 114 FT. WEST OF THE WEST RAIL OF THE SOO
 RM0414'LINE RAILROAD, 85.1 FT. NORTH OF THE CENTERLINE OF THE ROAD, 52.2 FT.
 RM0414'EAST OF THE CENTERLINE OF THE HIGHWAY, 5.5 FT. EAST OF A POWERLINE
 RM0414'JUNCTION POLE WITH TRANSFORMER.  DISK IS 4 INCHES BELOW GROUND, ACCESS
 RM0414'TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 RM0414'THE MARK IS 1 FT  N FROM A WITNESS POST.
 RM0414'THE MARK IS 5 FT BELOW THE HIGHWAY.
 RM0414
 RM0414                          STATION RECOVERY (1987)
 RM0414
 RM0414'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBL)
 RM0414'RECOVERED IN GOOD CONDITION.
 RM0414
 RM0414                          STATION RECOVERY (1997)
 RM0414
 RM0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 RM0414'THE STATION IS LOCATED ABOUT 1.8 KM (1.10 MI) NORTH OF GORDON, IN
 RM0414'WEEDS BETWEEN A RAILROAD TRACK AND OLD HIGHWAY 53, ABOUT 0.24 KM (0.15
 RM0414'MI) NORTH OF AN OVERHEAD RAILROAD BRIDGE, AND IN THE ROAD
 RM0414'RIGHT-OF-WAY.  OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO
 RM0414'REACH FROM THE JUNCTION OF OLD U.S.  HIGHWAY 53 AND COUNTY ROAD Y IN
 RM0414'GORDON (NEW HIGHWAY 53 IS NOW A FOUR LANE HIGHWAY ON THE WEST SIDE OF
 RM0414'GORDON) , GO NORTH ON OLD HIGHWAY 53 FOR 1.77 KM (1.10 MI) TO THE
 RM0414'STATION ON THE RIGHT.  THE STATION IS A BENCHMARK DISK ATOP A
 RM0414'STAINLESS STEEL ROD ENCASED IN A 4 INCH PVC PIPE WITH A PLASTIC SCREW
 RM0414'PLUG SET FLUSH WITH THE GROUND.  IT IS 34.7 M (113.8 FT) WEST OF THE
 RM0414'WEST RAIL OF THE TRACKS, 25.9 M (85.0 FT) NORTH OF A GRAVEL ROAD
 RM0414'CROSSING THE TRACKS, 15.9 M (52.2 FT) EAST OF THE CENTER OF THE OLD
 RM0414'HIGHWAY, 1.6 M (5.2 FT) EAST OF A POWER POLE WITH A TRANSFORMER, AND
 RM0414'0.4 M (1.3 FT) NORTH OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0443 ***********************************************************************
 RM0443  DESIGNATION -  L 151
 RM0443  PID         -  RM0443
 RM0443  STATE/COUNTY-  WI/DOUGLAS
 RM0443  USGS QUAD   -  SOUTH RANGE (1975)
 RM0443
 RM0443                         *CURRENT SURVEY CONTROL
 RM0443  ___________________________________________________________________
 RM0443* NAD 83(1986)-  46 32 11.     (N)    091 56 30.     (W)     SCALED    
 RM0443* NAVD 88     -       323.066  (meters)    1059.93   (feet)  ADJUSTED  
 RM0443  ___________________________________________________________________
 RM0443  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 RM0443  DYNAMIC HT  -         323.103 (meters)    1060.05  (feet)  COMP
 RM0443  MODELED GRAV-     980,719.0   (mgal)                       NAVD 88
 RM0443
 RM0443  VERT ORDER  -  FIRST     CLASS II
 RM0443
 RM0443.The horizontal coordinates were scaled from a topographic map and have
 RM0443.an estimated accuracy of +/- 6 seconds.
 RM0443
 RM0443.The orthometric height was determined by differential leveling
 RM0443.and adjusted by the National Geodetic Survey in June 1991..
 RM0443
 RM0443.The geoid height was determined by GEOID03.
 RM0443
 RM0443.The dynamic height is computed by dividing the NAVD 88
 RM0443.geopotential number by the normal gravity value computed on the
 RM0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0443.degrees latitude (g = 980.6199 gals.).
 RM0443
 RM0443.The modeled gravity was interpolated from observed gravity values.
 RM0443
 RM0443;                    North         East    Units  Estimated Accuracy
 RM0443;SPC WI N     -   154,060.      451,070.      MT  (+/- 180 meters Scaled)
 RM0443
 RM0443                          SUPERSEDED SURVEY CONTROL
 RM0443
 RM0443.No superseded survey control is available for this station.
 RM0443
 RM0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM811541(NAD 83)
 RM0443_MARKER: DB = BENCH MARK DISK
 RM0443_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0443_SP_SET: STAINLESS STEEL ROD
 RM0443_STAMPING: L 151 1979
 RM0443_PROJECTION: FLUSH
 RM0443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0443_ROD/PIPE-DEPTH: 7.62 meters
 RM0443
 RM0443  HISTORY     - Date     Condition        Report By
 RM0443  HISTORY     - 1979     MONUMENTED       NGS
 RM0443
 RM0443                          STATION DESCRIPTION
 RM0443
 RM0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RM0443'6.4 MI NW FROM HAWTHORNE.
 RM0443'3.5 MILES WEST ALONG COUNTY ROAD B FROM THE CHICAGO AND NORTHWESTERN
 RM0443'RAILROAD CROSSING IN HAWTHORNE, THENCE 2.05 MILES NORTH ALONG RANGE
 RM0443'LINE ROAD, THENCE 0.55 MILE WEST ALONG BRANNAN ROAD, THENCE 0.3 MILE
 RM0443'NORTH ALONG A GRAVEL ROAD, AT A DRIVE LEADING EAST, 33.0 FT. NORTH OF
 RM0443'THE CENTERLINE OF THE DRIVE, 29.9 FT. EAST OF THE CENTERLINE OF THE
 RM0443'ROAD, 15.7 FT. NORTH OF A FENCE CORNER, 4.4 FT. NORTH OF A POWERLINE
 RM0443'POLE, 1.2 FT. EAST OF A FENCE.  DISK IS 4 INCHES BELOW GROUND, ACCESS
 RM0443'TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 RM0443'THE MARK IS 1 FT  E FROM A WITNESS POST.
 RM0443'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO1408 ***********************************************************************
 QO1408  DESIGNATION -  L 152
 QO1408  PID         -  QO1408
 QO1408  STATE/COUNTY-  WI/BARRON
 QO1408  USGS QUAD   -  ALMENA (1978)
 QO1408
 QO1408                         *CURRENT SURVEY CONTROL
 QO1408  ___________________________________________________________________
 QO1408* NAD 83(1986)-  45 24 12.     (N)    092 06 59.     (W)     SCALED    
 QO1408* NAVD 88     -       373.753  (meters)    1226.22   (feet)  ADJUSTED  
 QO1408  ___________________________________________________________________
 QO1408  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 QO1408  DYNAMIC HT  -         373.712 (meters)    1226.09  (feet)  COMP
 QO1408  MODELED GRAV-     980,496.6   (mgal)                       NAVD 88
 QO1408
 QO1408  VERT ORDER  -  FIRST     CLASS II
 QO1408
 QO1408.The horizontal coordinates were scaled from a topographic map and have
 QO1408.an estimated accuracy of +/- 6 seconds.
 QO1408
 QO1408.The orthometric height was determined by differential leveling
 QO1408.and adjusted by the National Geodetic Survey in June 1991..
 QO1408
 QO1408.The geoid height was determined by GEOID03.
 QO1408
 QO1408.The dynamic height is computed by dividing the NAVD 88
 QO1408.geopotential number by the normal gravity value computed on the
 QO1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1408.degrees latitude (g = 980.6199 gals.).
 QO1408
 QO1408.The modeled gravity was interpolated from observed gravity values.
 QO1408
 QO1408;                    North         East    Units  Estimated Accuracy
 QO1408;SPC WI C     -   176,620.      434,330.      MT  (+/- 180 meters Scaled)
 QO1408
 QO1408                          SUPERSEDED SURVEY CONTROL
 QO1408
 QO1408.No superseded survey control is available for this station.
 QO1408
 QO1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL691281(NAD 83)
 QO1408_MARKER: I = METAL ROD
 QO1408_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QO1408_SP_SET: STAINLESS STEEL ROD
 QO1408_STAMPING: L 152 1980
 QO1408_PROJECTION: FLUSH
 QO1408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1408_ROD/PIPE-DEPTH: 7.6  meters
 QO1408
 QO1408  HISTORY     - Date     Condition        Report By
 QO1408  HISTORY     - 1980     MONUMENTED       NGS
 QO1408  HISTORY     - 20040908 MARK NOT FOUND   WIDT
 QO1408
 QO1408                          STATION DESCRIPTION
 QO1408
 QO1408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QO1408'2.0 KM EAST FROM TURTLE LAKE.
 QO1408'2.0 KM (1.25 MI) EAST ALONG U.S. HIGHWAY 8 FROM THE JUNCTION OF U.S.
 QO1408'HIGHWAY 63 NORTH IN TURTLE LAKE, 0.15 KM (0.1 MI) WEST OF THE JUNCTION
 QO1408'OF COUNTY ROAD KK, AT THE NORTH EDGE OF A CLUSTER OF BLUE SPRUCE
 QO1408'TREES, IN LINE WITH A HIGH VOLTAGE LINE, 16.6 M (54.7 FT) SOUTH OF THE
 QO1408'CENTERLINE OF THE HIGHWAY, 1.2 M (4.0 FT) WEST OF POWERLINE POLE
 QO1408'NUMBER 20, 5.5 M (18.0 FT) NORTHEAST OF A 15-CM SPRUCE TREE, 8.2 M
 QO1408'(27.0 FT) NORTHWEST OF A 15-CM SPRUCE TREE.
 QO1408'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 QO1408'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 QO1408
 QO1408                          STATION RECOVERY (2004)
 QO1408
 QO1408'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QO1408'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO1380 ***********************************************************************
 QO1380  DESIGNATION -  L 153
 QO1380  PID         -  QO1380
 QO1380  STATE/COUNTY-  WI/ST CROIX
 QO1380  USGS QUAD   -  FOREST (1975)
 QO1380
 QO1380                         *CURRENT SURVEY CONTROL
 QO1380  ___________________________________________________________________
 QO1380* NAD 83(1986)-  45 08 10.     (N)    092 20 45.     (W)     SCALED    
 QO1380* NAVD 88     -       325.544  (meters)    1068.06   (feet)  ADJUSTED  
 QO1380  ___________________________________________________________________
 QO1380  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 QO1380  DYNAMIC HT  -         325.499 (meters)    1067.91  (feet)  COMP
 QO1380  MODELED GRAV-     980,471.7   (mgal)                       NAVD 88
 QO1380
 QO1380  VERT ORDER  -  FIRST     CLASS II
 QO1380
 QO1380.The horizontal coordinates were scaled from a topographic map and have
 QO1380.an estimated accuracy of +/- 6 seconds.
 QO1380
 QO1380.The orthometric height was determined by differential leveling
 QO1380.and adjusted by the National Geodetic Survey in June 1991..
 QO1380
 QO1380.The geoid height was determined by GEOID03.
 QO1380
 QO1380.The dynamic height is computed by dividing the NAVD 88
 QO1380.geopotential number by the normal gravity value computed on the
 QO1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1380.degrees latitude (g = 980.6199 gals.).
 QO1380
 QO1380.The modeled gravity was interpolated from observed gravity values.
 QO1380
 QO1380;                    North         East    Units  Estimated Accuracy
 QO1380;SPC WI C     -   147,430.      415,510.      MT  (+/- 180 meters Scaled)
 QO1380
 QO1380                          SUPERSEDED SURVEY CONTROL
 QO1380
 QO1380.No superseded survey control is available for this station.
 QO1380
 QO1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK514982(NAD 83)
 QO1380_MARKER: I = METAL ROD
 QO1380_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QO1380_SP_SET: STAINLESS STEEL ROD
 QO1380_STAMPING: L 153 1980
 QO1380_PROJECTION: FLUSH
 QO1380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1380+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2005
 QO1380_ROD/PIPE-DEPTH: 12.1 meters
 QO1380
 QO1380  HISTORY     - Date     Condition        Report By
 QO1380  HISTORY     - 1980     MONUMENTED       NGS
 QO1380  HISTORY     - 20051125 GOOD             USPSQD
 QO1380
 QO1380                          STATION DESCRIPTION
 QO1380
 QO1380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QO1380'19.1 KM SOUTH FROM CLEAR LAKE.
 QO1380'14.3 KM (8.85 MI) SOUTH ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 QO1380'COUNTY ROAD JJ IN CLEAR LAKE, THENCE 4.8 KM (3.0 MI) WEST ALONG STATE
 QO1380'HIGHWAY 64, AT A FIELD ROAD LEADING NORTH, 3.2 KM (2.0 MI) EAST OF THE
 QO1380'JUNCTION OF U.S. HIGHWAY 63 AND STATE HIGHWAY 46, IN A FENCE LINE,
 QO1380'16.1 M (53.3 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 7.5 M
 QO1380'(24.8 FT) WEST OF THE CENTER OF THE ROAD, 0.6 M (2.0 FT) NORTHEAST OF
 QO1380'A CORNER FENCE POST, 0.6 M (2.0 FT) SOUTHWEST OF A CORNER FENCE POST.
 QO1380'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 QO1380'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 QO1380
 QO1380                          STATION RECOVERY (2005)
 QO1380
 QO1380'RECOVERY NOTE BY US POWER SQUADRON 2005 (DRB)
 QO1380'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS APPROXIMATELY 12 M
 QO1380'NORTHWEST OF A --NO PASSING ZONE-- SIGN POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO1352 ***********************************************************************
 QO1352  DESIGNATION -  L 154
 QO1352  PID         -  QO1352
 QO1352  STATE/COUNTY-  WI/ST CROIX
 QO1352  USGS QUAD   -  SOMERSET SOUTH (1974)
 QO1352
 QO1352                         *CURRENT SURVEY CONTROL
 QO1352  ___________________________________________________________________
 QO1352* NAD 83(1986)-  45 02 06.     (N)    092 39 02.     (W)     SCALED    
 QO1352* NAVD 88     -       284.879  (meters)     934.64   (feet)  ADJUSTED  
 QO1352  ___________________________________________________________________
 QO1352  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 QO1352  DYNAMIC HT  -         284.854 (meters)     934.56  (feet)  COMP
 QO1352  MODELED GRAV-     980,521.5   (mgal)                       NAVD 88
 QO1352
 QO1352  VERT ORDER  -  FIRST     CLASS II
 QO1352
 QO1352.The horizontal coordinates were scaled from a topographic map and have
 QO1352.an estimated accuracy of +/- 6 seconds.
 QO1352
 QO1352.The orthometric height was determined by differential leveling
 QO1352.and adjusted by the National Geodetic Survey in June 1991..
 QO1352
 QO1352.The geoid height was determined by GEOID03.
 QO1352
 QO1352.The dynamic height is computed by dividing the NAVD 88
 QO1352.geopotential number by the normal gravity value computed on the
 QO1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1352.degrees latitude (g = 980.6199 gals.).
 QO1352
 QO1352.The modeled gravity was interpolated from observed gravity values.
 QO1352
 QO1352;                    North         East    Units  Estimated Accuracy
 QO1352;SPC WI C     -   136,940.      391,190.      MT  (+/- 180 meters Scaled)
 QO1352
 QO1352                          SUPERSEDED SURVEY CONTROL
 QO1352
 QO1352.No superseded survey control is available for this station.
 QO1352
 QO1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK275868(NAD 83)
 QO1352_MARKER: I = METAL ROD
 QO1352_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QO1352_SP_SET: STAINLESS STEEL ROD
 QO1352_STAMPING: L 154 1980
 QO1352_PROJECTION: FLUSH
 QO1352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1352+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2003
 QO1352_ROD/PIPE-DEPTH: 10.9 meters
 QO1352
 QO1352  HISTORY     - Date     Condition        Report By
 QO1352  HISTORY     - 1980     MONUMENTED       NGS
 QO1352  HISTORY     - 20031116 GOOD             USPSQD
 QO1352
 QO1352                          STATION DESCRIPTION
 QO1352
 QO1352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QO1352'2.4 KM NE FROM BURKHARDT.
 QO1352'2.4 KM (1.5 MI) NORTHEAST ALONG COUNTY ROAD A FROM THE JUNCTION OF
 QO1352'SCOTT ROAD IN BURKHARDT, AT THE JUNCTION OF BASS LAKE ROAD, 42.1 M
 QO1352'(139 FT) NORTH OF THE CENTERLINE OF COUNTY ROAD A, 13.3 M (44.0 FT)
 QO1352'EAST OF THE CENTERLINE OF BASS LAKE ROAD, 1.0 M (3.4 FT) EAST OF A
 QO1352'GUYED POWERLINE POLE WITH TWO TRANSFORMERS.
 QO1352'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 QO1352'THE MARK IS 0.9 M ABOVE THE ROAD.
 QO1352
 QO1352                          STATION RECOVERY (2003)
 QO1352
 QO1352'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 QO1352'RECOVERED IN GOOD CONDITION.  NOTE-- THE UTILITY POLE IS NUMBERED
 QO1352'--AHB389-- AND --7509AA18-40T-- WITH ONE GUY WIRE AND NO TRANSFORMERS.
 QO1352'THE STATION IS ON BASS LAKE ROAD NEAR THE JUNCTION WITH COUNTY ROAD A
 QO1352'AND COUNTY ROAD E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0313 ***********************************************************************
 QN0313  DESIGNATION -  L 155
 QN0313  PID         -  QN0313
 QN0313  STATE/COUNTY-  WI/RUSK
 QN0313  USGS QUAD   -  EXELAND (1972)
 QN0313
 QN0313                         *CURRENT SURVEY CONTROL
 QN0313  ___________________________________________________________________
 QN0313* NAD 83(1986)-  45 37 34.     (N)    091 12 58.     (W)     SCALED    
 QN0313* NAVD 88     -       360.733  (meters)    1183.50   (feet)  ADJUSTED  
 QN0313  ___________________________________________________________________
 QN0313  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 QN0313  DYNAMIC HT  -         360.717 (meters)    1183.45  (feet)  COMP
 QN0313  MODELED GRAV-     980,563.0   (mgal)                       NAVD 88
 QN0313
 QN0313  VERT ORDER  -  FIRST     CLASS II
 QN0313
 QN0313.The horizontal coordinates were scaled from a topographic map and have
 QN0313.an estimated accuracy of +/- 6 seconds.
 QN0313
 QN0313.The orthometric height was determined by differential leveling
 QN0313.and adjusted by the National Geodetic Survey in June 1991..
 QN0313
 QN0313.The geoid height was determined by GEOID03.
 QN0313
 QN0313.The dynamic height is computed by dividing the NAVD 88
 QN0313.geopotential number by the normal gravity value computed on the
 QN0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0313.degrees latitude (g = 980.6199 gals.).
 QN0313
 QN0313.The modeled gravity was interpolated from observed gravity values.
 QN0313
 QN0313;                    North         East    Units  Estimated Accuracy
 QN0313;SPC WI C     -   199,930.      505,170.      MT  (+/- 180 meters Scaled)
 QN0313
 QN0313                          SUPERSEDED SURVEY CONTROL
 QN0313
 QN0313.No superseded survey control is available for this station.
 QN0313
 QN0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL390540(NAD 83)
 QN0313_MARKER: I = METAL ROD
 QN0313_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QN0313_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 QN0313_STAMPING: L 155 1979
 QN0313_PROJECTION: FLUSH
 QN0313_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QN0313+STABILITY: POSITION/ELEVATION WELL
 QN0313_ROD/PIPE-DEPTH: 8.53 meters
 QN0313_SLEEVE-DEPTH  : 6.10 meters
 QN0313
 QN0313  HISTORY     - Date     Condition        Report By
 QN0313  HISTORY     - 1979     MONUMENTED       NGS
 QN0313  HISTORY     - 20041129 MARK NOT FOUND   WIDT
 QN0313
 QN0313                          STATION DESCRIPTION
 QN0313
 QN0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 QN0313'5.25 MI NORTH FROM IMALONE.
 QN0313'5.25 MILES NORTH ALONG STATE HIGHWAY 40 FROM THE JUNCTION OF COUNTY
 QN0313'ROAD A IN IMALONE, 0.35 MILE SOUTH OF A SOO LINE RAILROAD CROSSING, ON
 QN0313'PROPERTY OWNED BY ERNEST TOTTER JR., 165 FT. EAST OF THE CENTERLINE OF
 QN0313'THE HIGHWAY, 71.0 FT. NORTHEAST OF THE NORTHWEST CORNER OF A HOUSE,
 QN0313'62.0 FT. NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 5.0 FT.
 QN0313'SOUTH OF A POWERLINE POLE.
 QN0313'THE MARK IS 9 FT  S FROM A WITNESS POST.
 QN0313'THE MARK IS ABOVE LEVEL WITH THE DRIVE.
 QN0313
 QN0313                          STATION RECOVERY (2004)
 QN0313
 QN0313'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 QN0313'ACCESS COVER FLANGE WAS FOUND LOOSE AND SEPARATED FROM ACCESS COVER,
 QN0313'SEARCH FOR ROD UNSUCCESSFUL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0220 ***********************************************************************
 RM0220  DESIGNATION -  L 16
 RM0220  PID         -  RM0220
 RM0220  STATE/COUNTY-  WI/BAYFIELD
 RM0220  USGS QUAD   -  ASHLAND WEST (1975)
 RM0220
 RM0220                         *CURRENT SURVEY CONTROL
 RM0220  ___________________________________________________________________
 RM0220* NAD 83(1986)-  46 34 26.     (N)    090 58 15.     (W)     SCALED    
 RM0220* NAVD 88     -       196.609  (meters)     645.04   (feet)  ADJUSTED  
 RM0220  ___________________________________________________________________
 RM0220  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 RM0220  DYNAMIC HT  -         196.614 (meters)     645.06  (feet)  COMP
 RM0220  MODELED GRAV-     980,634.4   (mgal)                       NAVD 88
 RM0220
 RM0220  VERT ORDER  -  FIRST     CLASS II
 RM0220
 RM0220.The horizontal coordinates were scaled from a topographic map and have
 RM0220.an estimated accuracy of +/- 6 seconds.
 RM0220
 RM0220.The orthometric height was determined by differential leveling
 RM0220.and adjusted by the National Geodetic Survey in June 1991..
 RM0220
 RM0220.The geoid height was determined by GEOID03.
 RM0220
 RM0220.The dynamic height is computed by dividing the NAVD 88
 RM0220.geopotential number by the normal gravity value computed on the
 RM0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0220.degrees latitude (g = 980.6199 gals.).
 RM0220
 RM0220.The modeled gravity was interpolated from observed gravity values.
 RM0220
 RM0220;                    North         East    Units  Estimated Accuracy
 RM0220;SPC WI N     -   156,860.      525,580.      MT  (+/- 180 meters Scaled)
 RM0220
 RM0220                          SUPERSEDED SURVEY CONTROL
 RM0220
 RM0220  NGVD 29 (??/??/92)  196.612  (m)          645.05   (f) ADJ UNCH    1 2
 RM0220
 RM0220.Superseded values are not recommended for survey control.
 RM0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0220.See file dsdata.txt to determine how the superseded data were derived.
 RM0220
 RM0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM554598(NAD 83)
 RM0220_MARKER: DB = BENCH MARK DISK
 RM0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0220_STAMPING: L 16 1934
 RM0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0220+STABILITY: SURFACE MOTION
 RM0220
 RM0220  HISTORY     - Date     Condition        Report By
 RM0220  HISTORY     - 1934     MONUMENTED       CGS
 RM0220  HISTORY     - 1982     MARK NOT FOUND   NGS
 RM0220  HISTORY     - 20041209 MARK NOT FOUND   WIDT
 RM0220
 RM0220                          STATION DESCRIPTION
 RM0220
 RM0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RM0220'AT ASHLAND JUNCTION.
 RM0220'AT ASHLAND JUNCTION, BAYFIELD COUNTY, AT THE SOUTH SIDE OF THE
 RM0220'NORTHERN PACIFIC RAILWAY STATION, 25 FEET NORTH OF THE NORTHERN
 RM0220'PACIFIC RAILWAY MAIN TRACK, AND 20 FEET SOUTH OF THE CHICAGO,
 RM0220'AND NORTH WESTERN RAILWAY MAIN TRACK.  A STANDARD DISK, STAMPED
 RM0220'L 16 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RM0220
 RM0220                          STATION RECOVERY (1982)
 RM0220
 RM0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RM0220'NOT RECOVERED, PROBABLY DESTROYED WHEN THE CHICAGO AND NORTHWESTERN
 RM0220'RAILROAD WAS REMOVED.
 RM0220
 RM0220                          STATION RECOVERY (2004)
 RM0220
 RM0220'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 RM0220'THE STATION WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0171 ***********************************************************************
 RM0171  DESIGNATION -  L 17
 RM0171  PID         -  RM0171
 RM0171  STATE/COUNTY-  WI/ASHLAND
 RM0171  USGS QUAD   -  HIGH BRIDGE (1984)
 RM0171
 RM0171                         *CURRENT SURVEY CONTROL
 RM0171  ___________________________________________________________________
 RM0171* NAD 83(1986)-  46 22 50.     (N)    090 41 18.     (W)     SCALED    
 RM0171* NAVD 88     -       329.357  (meters)    1080.57   (feet)  ADJUSTED  
 RM0171  ___________________________________________________________________
 RM0171  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 RM0171  DYNAMIC HT  -         329.365 (meters)    1080.59  (feet)  COMP
 RM0171  MODELED GRAV-     980,628.5   (mgal)                       NAVD 88
 RM0171
 RM0171  VERT ORDER  -  SECOND    CLASS 0
 RM0171
 RM0171.The horizontal coordinates were scaled from a topographic map and have
 RM0171.an estimated accuracy of +/- 6 seconds.
 RM0171
 RM0171.The orthometric height was determined by differential leveling
 RM0171.and adjusted by the National Geodetic Survey in June 1991..
 RM0171
 RM0171.The geoid height was determined by GEOID03.
 RM0171
 RM0171.The dynamic height is computed by dividing the NAVD 88
 RM0171.geopotential number by the normal gravity value computed on the
 RM0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0171.degrees latitude (g = 980.6199 gals.).
 RM0171
 RM0171.The modeled gravity was interpolated from observed gravity values.
 RM0171
 RM0171;                    North         East    Units  Estimated Accuracy
 RM0171;SPC WI N     -   135,150.      547,050.      MT  (+/- 180 meters Scaled)
 RM0171
 RM0171                          SUPERSEDED SURVEY CONTROL
 RM0171
 RM0171  NGVD 29 (??/??/92)  329.367  (m)         1080.60   (f) ADJ UNCH    2 0
 RM0171
 RM0171.Superseded values are not recommended for survey control.
 RM0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0171.See file dsdata.txt to determine how the superseded data were derived.
 RM0171
 RM0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM777389(NAD 83)
 RM0171_MARKER: DB = BENCH MARK DISK
 RM0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0171_STAMPING: L 17 1934
 RM0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0171+STABILITY: SURFACE MOTION
 RM0171
 RM0171  HISTORY     - Date     Condition        Report By
 RM0171  HISTORY     - 1934     MONUMENTED       CGS
 RM0171  HISTORY     - 20041207 MARK NOT FOUND   WIDT
 RM0171
 RM0171                          STATION DESCRIPTION
 RM0171
 RM0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RM0171'5 MI N FROM MELLEN.
 RM0171'5 MILES NORTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 RM0171'MARIE RAILWAY FROM MELLEN, ASHLAND COUNTY, AT THE NORTH END
 RM0171'OF THE STATION AT CORIA, 1 1/2 POLES NORTH OF MILEPOST 415, AND
 RM0171'30 FEET WEST OF THE TRACK.  A STANDARD DISK, STAMPED L 17 1934
 RM0171'AND SET IN THE TOP OF A CONCRETE POST.
 RM0171
 RM0171                          STATION RECOVERY (2004)
 RM0171
 RM0171'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 RM0171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0066 ***********************************************************************
 QM0066  DESIGNATION -  L 18
 QM0066  PID         -  QM0066
 QM0066  STATE/COUNTY-  WI/MARINETTE
 QM0066  USGS QUAD   -  CRIVITZ (1973)
 QM0066
 QM0066                         *CURRENT SURVEY CONTROL
 QM0066  ___________________________________________________________________
 QM0066* NAD 83(1986)-  45 09 59.     (N)    088 00 40.     (W)     SCALED    
 QM0066* NAVD 88     -       205.035  (meters)     672.69   (feet)  ADJUSTED  
 QM0066  ___________________________________________________________________
 QM0066  GEOID HEIGHT-         -36.18  (meters)                     GEOID03
 QM0066  DYNAMIC HT  -         205.021 (meters)     672.64  (feet)  COMP
 QM0066  MODELED GRAV-     980,545.3   (mgal)                       NAVD 88
 QM0066
 QM0066  VERT ORDER  -  SECOND    CLASS 0
 QM0066
 QM0066.The horizontal coordinates were scaled from a topographic map and have
 QM0066.an estimated accuracy of +/- 6 seconds.
 QM0066
 QM0066.The orthometric height was determined by differential leveling
 QM0066.and adjusted by the National Geodetic Survey in June 1991..
 QM0066
 QM0066.The geoid height was determined by GEOID03.
 QM0066
 QM0066.The dynamic height is computed by dividing the NAVD 88
 QM0066.geopotential number by the normal gravity value computed on the
 QM0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0066.degrees latitude (g = 980.6199 gals.).
 QM0066
 QM0066.The modeled gravity was interpolated from observed gravity values.
 QM0066
 QM0066;                    North         East    Units  Estimated Accuracy
 QM0066;SPC WI C     -   150,040.      756,340.      MT  (+/- 180 meters Scaled)
 QM0066
 QM0066                          SUPERSEDED SURVEY CONTROL
 QM0066
 QM0066  NGVD 29 (??/??/92)  205.067  (m)          672.79   (f) ADJ UNCH    2 0
 QM0066
 QM0066.Superseded values are not recommended for survey control.
 QM0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0066.See file dsdata.txt to determine how the superseded data were derived.
 QM0066
 QM0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR205019(NAD 83)
 QM0066_MARKER: DB = BENCH MARK DISK
 QM0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0066+STABILITY: SURFACE MOTION
 QM0066
 QM0066  HISTORY     - Date     Condition        Report By
 QM0066  HISTORY     - UNK      MONUMENTED       CGS
 QM0066  HISTORY     - 1934     GOOD             NGS
 QM0066  HISTORY     - 1973     POOR             USGS
 QM0066  HISTORY     - 20051128 MARK NOT FOUND   WIDT
 QM0066
 QM0066                          STATION DESCRIPTION
 QM0066
 QM0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QM0066'2.1 MI N FROM BEAVER.
 QM0066'2.1 MILES N. OF BEAVER.  ALONG C.M. ST. P. AND P. R.R. MARK IS AT
 QM0066'FENCE, 15 YDS. W. OF CENTERLINE OF TRACK, 7 YDS. N. OF CENTERLINE
 QM0066'OF CROSS-ROAD AND 3 YDS. N. OF CORNER FENCE POST.
 QM0066
 QM0066                          STATION RECOVERY (1973)
 QM0066
 QM0066'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 QM0066'MARK RECOVERED IN POOR CONDITION.
 QM0066
 QM0066                          STATION RECOVERY (2005)
 QM0066
 QM0066'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0066'MARK NOT FOUND.   ADD THE PUBLISHED DISTANCES INTERSECT AT A POINT
 QM0066'THAT FALLS IN AN AREA THAT SHOULDER WORK HAS OCCURRED.  NO EVIDENCE OF
 QM0066'THE STATION WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0008 ***********************************************************************
 PN0008  DESIGNATION -  L 2
 PN0008  PID         -  PN0008
 PN0008  STATE/COUNTY-  WI/OCONTO
 PN0008  USGS QUAD   -  GILLETT (1974)
 PN0008
 PN0008                         *CURRENT SURVEY CONTROL
 PN0008  ___________________________________________________________________
 PN0008* NAD 83(1986)-  44 53 25.     (N)    088 18 17.     (W)     SCALED    
 PN0008* NAVD 88     -       247.541  (meters)     812.14   (feet)  ADJUSTED  
 PN0008  ___________________________________________________________________
 PN0008  GEOID HEIGHT-         -36.12  (meters)                     GEOID03
 PN0008  DYNAMIC HT  -         247.514 (meters)     812.05  (feet)  COMP
 PN0008  MODELED GRAV-     980,500.3   (mgal)                       NAVD 88
 PN0008
 PN0008  VERT ORDER  -  FIRST     CLASS II
 PN0008
 PN0008.The horizontal coordinates were scaled from a topographic map and have
 PN0008.an estimated accuracy of +/- 6 seconds.
 PN0008
 PN0008.The orthometric height was determined by differential leveling
 PN0008.and adjusted by the National Geodetic Survey in June 1991..
 PN0008.WARNING-Repeat measurements at this control monument indicate possible
 PN0008.vertical movement.
 PN0008
 PN0008.The geoid height was determined by GEOID03.
 PN0008
 PN0008.The dynamic height is computed by dividing the NAVD 88
 PN0008.geopotential number by the normal gravity value computed on the
 PN0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0008.degrees latitude (g = 980.6199 gals.).
 PN0008
 PN0008.The modeled gravity was interpolated from observed gravity values.
 PN0008
 PN0008;                    North         East    Units  Estimated Accuracy
 PN0008;SPC WI C     -   118,840.      733,900.      MT  (+/- 180 meters Scaled)
 PN0008
 PN0008                          SUPERSEDED SURVEY CONTROL
 PN0008
 PN0008  NGVD 29 (??/??/92)  247.542  (m)          812.14   (f) ADJ UNCH    1 2
 PN0008
 PN0008.Superseded values are not recommended for survey control.
 PN0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0008.See file dsdata.txt to determine how the superseded data were derived.
 PN0008
 PN0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ969715(NAD 83)
 PN0008_MARKER: DB = BENCH MARK DISK
 PN0008_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 PN0008_SP_SET: BUILDING
 PN0008_STAMPING: L 2 1922 ELEV. 812.144 FT.
 PN0008_MARK LOGO: CGS   
 PN0008_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PN0008+STABILITY: POSITION/ELEVATION WELL
 PN0008
 PN0008  HISTORY     - Date     Condition        Report By
 PN0008  HISTORY     - 1922     MONUMENTED       CGS
 PN0008  HISTORY     - 1934     GOOD             NGS
 PN0008  HISTORY     - 1980     GOOD             LOCSUR
 PN0008  HISTORY     - 1985     GOOD             NGS
 PN0008  HISTORY     - 20021115 MARK NOT FOUND   USPSQD
 PN0008  HISTORY     - 20040325 MARK NOT FOUND   USPSQD
 PN0008  HISTORY     - 20051129 MARK NOT FOUND   WIDT
 PN0008
 PN0008                          STATION DESCRIPTION
 PN0008
 PN0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 PN0008'AT GILLETT.
 PN0008'AT GILLETT, OCONTO COUNTY, ONE BLOCK SOUTH OF THE CHICAGO AND
 PN0008'NORTH WESTERN RAILWAY STATION, AT THE SOUTHEAST CORNER OF MAIN
 PN0008'STREET AND LAKE AVENUE, AT THE BANK OF GILLETT BUILDING, AND
 PN0008'IN THE WEST SIDE OF THE NORTHWEST CORNER.  A STANDARD DISK,
 PN0008'STAMPED ELEV. 812.144 FT. L 2 1922.
 PN0008
 PN0008                          STATION RECOVERY (1934)
 PN0008
 PN0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PN0008'RECOVERED IN GOOD CONDITION.
 PN0008
 PN0008                          STATION RECOVERY (1980)
 PN0008
 PN0008'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 PN0008'RECOVERED IN GOOD CONDITION.
 PN0008
 PN0008                          STATION RECOVERY (1985)
 PN0008
 PN0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0008'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN GILLETT,
 PN0008'AT THE INTERSECTION OF MAIN STREET AND NORTH LAKE AVENUE, SET
 PN0008'VERTICALLY IN THE WEST FACE OF THE FOUNDATION WALL OF THE NORTHWEST
 PN0008'CORNER OF THE COOPERATIVE EDUCATIONAL SERVICE ACENCY BUILDING (OLD
 PN0008'BANK BUILDING), 12.0 M (39.4 FT) EAST OF THE CENTER OF THE AVENUE,
 PN0008'8.0 M (26.2 FT) SOUTH OF THE CENTER OF THE STREET, AND 1.9 M (6.2 FT)
 PN0008'SOUTH OF THE NORTHWEST CORNER OF THE BUILDING.
 PN0008'THE MARK IS 0.9 M ABOVE THE SIDEWALK.
 PN0008
 PN0008                          STATION RECOVERY (2002)
 PN0008
 PN0008'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0008'NOT RECOVERED.  THE BUILDING IS NOW THE GILLETT PUBLIC LIBRARY.  AN
 PN0008'ADDITION TO THE WEST SIDE OF THE BUILDING IN ABOUT 1996 COVERED THE
 PN0008'MARK LOCATED ON THE WEST WALL.
 PN0008
 PN0008                          STATION RECOVERY (2004)
 PN0008
 PN0008'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN0008'MARK NOT FOUND.
 PN0008
 PN0008                          STATION RECOVERY (2005)
 PN0008
 PN0008'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0008'MARK NOT FOUND.  ADD--A PREVIOUS DESCRIPTION REPORTED THIS MARK BEING
 PN0008'COVERED BY AN ADDITION TO THE WEST SIDE OF THE GILLETT PUBLIC LIBRARY.
 PN0008' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0046 ***********************************************************************
 PM0046  DESIGNATION -  L 20
 PM0046  PID         -  PM0046
 PM0046  STATE/COUNTY-  WI/KEWAUNEE
 PM0046  USGS QUAD   -  ALGOMA (1982)
 PM0046
 PM0046                         *CURRENT SURVEY CONTROL
 PM0046  ___________________________________________________________________
 PM0046* NAD 83(1986)-  44 36 58.     (N)    087 27 10.     (W)     SCALED    
 PM0046* NAVD 88     -       183.512  (meters)     602.07   (feet)  ADJUSTED  
 PM0046  ___________________________________________________________________
 PM0046  GEOID HEIGHT-         -36.41  (meters)                     GEOID03
 PM0046  DYNAMIC HT  -         183.490 (meters)     602.00  (feet)  COMP
 PM0046  MODELED GRAV-     980,499.0   (mgal)                       NAVD 88
 PM0046
 PM0046  VERT ORDER  -  FIRST     CLASS II
 PM0046
 PM0046.The horizontal coordinates were scaled from a topographic map and have
 PM0046.an estimated accuracy of +/- 6 seconds.
 PM0046
 PM0046.The orthometric height was determined by differential leveling
 PM0046.and adjusted by the National Geodetic Survey in June 1991..
 PM0046
 PM0046.The geoid height was determined by GEOID03.
 PM0046
 PM0046.The dynamic height is computed by dividing the NAVD 88
 PM0046.geopotential number by the normal gravity value computed on the
 PM0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0046.degrees latitude (g = 980.6199 gals.).
 PM0046
 PM0046.The modeled gravity was interpolated from observed gravity values.
 PM0046
 PM0046;                    North         East    Units  Estimated Accuracy
 PM0046;SPC WI C     -    90,150.      802,130.      MT  (+/- 180 meters Scaled)
 PM0046
 PM0046                          SUPERSEDED SURVEY CONTROL
 PM0046
 PM0046  NGVD 29 (??/??/92)  183.550  (m)          602.20   (f) ADJ UNCH    1 2
 PM0046
 PM0046.Superseded values are not recommended for survey control.
 PM0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0046.See file dsdata.txt to determine how the superseded data were derived.
 PM0046
 PM0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ640404(NAD 83)
 PM0046_MARKER: DB = BENCH MARK DISK
 PM0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PM0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0046+STABILITY: SURFACE MOTION
 PM0046
 PM0046  HISTORY     - Date     Condition        Report By
 PM0046  HISTORY     - UNK      MONUMENTED       CGS
 PM0046  HISTORY     - 1934     GOOD             NGS
 PM0046  HISTORY     - 1951     MARK NOT FOUND   USGS
 PM0046  HISTORY     - 20031211 MARK NOT FOUND   USPSQD
 PM0046  HISTORY     - 20050720 MARK NOT FOUND   WIDT
 PM0046
 PM0046                          STATION DESCRIPTION
 PM0046
 PM0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PM0046'0.8 MI W FROM ALGOMA.
 PM0046'0.8 MILE WEST.  AT THE EAST DIVISION POINT OF Y SPUR TRACK ON THE
 PM0046'GREEN BAY AND WESTERN R.R. 35 FT. NORTH OF TRACK.  1 FT. SOUTH OF
 PM0046'FENCE LINE.  800 FT. SOUTH OF COUNTY ROAD S.
 PM0046
 PM0046                          STATION RECOVERY (1951)
 PM0046
 PM0046'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 PM0046'MARK NOT FOUND.
 PM0046
 PM0046                          STATION RECOVERY (2003)
 PM0046
 PM0046'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0046'STATION NOT FOUND.  THE RAILROAD BED IS NOW A SNOWMOBILE TRAIL.
 PM0046
 PM0046                          STATION RECOVERY (2005)
 PM0046
 PM0046'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0046'NOT FOUND.  ADD--THE RAILROAD TRACKS AND FENCE LINE DESCRIBED IN THE
 PM0046'ORIGINAL DESCRIPTION HAVE BEEN REMOVED, EVIDENCE REMAINS OF THE RAIL
 PM0046'BED LOCATION OF THE Y SPUR TRACK, BUT NO OTHER EVIDENCE OF THE STATION
 PM0046'WAS RECOVERED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0587 ***********************************************************************
 RM0587  DESIGNATION -  L 208
 RM0587  PID         -  RM0587
 RM0587  STATE/COUNTY-  WI/ASHLAND
 RM0587  USGS QUAD   -  CEDAR (1975)
 RM0587
 RM0587                         *CURRENT SURVEY CONTROL
 RM0587  ___________________________________________________________________
 RM0587* NAD 83(1986)-  46 31 24.     (N)    090 33 03.     (W)     SCALED    
 RM0587* NAVD 88     -       335.872  (meters)    1101.94   (feet)  ADJUSTED  
 RM0587  ___________________________________________________________________
 RM0587  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 RM0587  DYNAMIC HT  -         335.888 (meters)    1101.99  (feet)  COMP
 RM0587  MODELED GRAV-     980,651.0   (mgal)                       NAVD 88
 RM0587
 RM0587  VERT ORDER  -  FIRST     CLASS II
 RM0587
 RM0587.The horizontal coordinates were scaled from a topographic map and have
 RM0587.an estimated accuracy of +/- 6 seconds.
 RM0587
 RM0587.The orthometric height was determined by differential leveling
 RM0587.and adjusted by the National Geodetic Survey in June 1991..
 RM0587
 RM0587.The geoid height was determined by GEOID03.
 RM0587
 RM0587.The dynamic height is computed by dividing the NAVD 88
 RM0587.geopotential number by the normal gravity value computed on the
 RM0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0587.degrees latitude (g = 980.6199 gals.).
 RM0587
 RM0587.The modeled gravity was interpolated from observed gravity values.
 RM0587
 RM0587;                    North         East    Units  Estimated Accuracy
 RM0587;SPC WI N     -   150,940.      557,740.      MT  (+/- 180 meters Scaled)
 RM0587
 RM0587                          SUPERSEDED SURVEY CONTROL
 RM0587
 RM0587.No superseded survey control is available for this station.
 RM0587
 RM0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM878551(NAD 83)
 RM0587_MARKER: I = METAL ROD
 RM0587_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RM0587_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RM0587_STAMPING: L 208 1982
 RM0587_MARK LOGO: NGS   
 RM0587_PROJECTION: RECESSED 4 CENTIMETERS
 RM0587_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RM0587+STABILITY: POSITION/ELEVATION WELL
 RM0587_ROD/PIPE-DEPTH: 17.0 meters
 RM0587_SLEEVE-DEPTH  : 6.0 meters
 RM0587
 RM0587  HISTORY     - Date     Condition        Report By
 RM0587  HISTORY     - 1982     MONUMENTED       NGS
 RM0587  HISTORY     - 19970626 GOOD             USPSQD
 RM0587  HISTORY     - 20020616 MARK NOT FOUND   USPSQD
 RM0587  HISTORY     - 20030711 MARK NOT FOUND   USPSQD
 RM0587  HISTORY     - 20041110 MARK NOT FOUND   WIDT
 RM0587
 RM0587                          STATION DESCRIPTION
 RM0587
 RM0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0587'11.7 KM (7.25 MI) NW FROM SAXON.
 RM0587'11.7 KM (7.25 MI) NORTHWEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 RM0587'STATE HIGHWAY 122 JUST NORTH OF SAXON TO THE ASHLAND-IRON COUNTY LINE,
 RM0587'THENCE 0.25 KM (0.15 MI) SOUTH ALONG A GRAVEL ROAD TO THE BIRCH RIDGE
 RM0587'LOOKOUT TOWER, SET BY THE SOUTHWEST LEG OF THE TOWER, 30.5 METERS
 RM0587'(100.0 FT) WEST OF THE CENTER OF THE GRAVEL ROAD, 4.9 METERS (16.0 FT)
 RM0587'NORTH-NORTHWEST OF TRIANGULATION STATION BIRCH 1939, 4.3 METERS
 RM0587'(14.0 FT) SOUTHWEST OF A USGS BENCH MARK (BIRCH RIDGE TOWER D 1934)
 RM0587'LOCATED UNDER THE LOOKOUT TOWER, 4.9 METERS (16.0 FT) WEST-SOUTHWEST
 RM0587'OF THE SOUTHEAST LEG OF THE TOWER, AND 1.5 METERS (5.0 FT) SOUTHEAST
 RM0587'OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER.
 RM0587'THE MARK IS 1.8 M ABOVE GRAVEL ROAD.
 RM0587
 RM0587                          STATION RECOVERY (1997)
 RM0587
 RM0587'RECOVERY NOTE BY US POWER SQUADRON 1997
 RM0587'RECOVERED IN GOOD CONDITION.
 RM0587
 RM0587                          STATION RECOVERY (2002)
 RM0587
 RM0587'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0587'MARK NOT FOUND.
 RM0587
 RM0587                          STATION RECOVERY (2003)
 RM0587
 RM0587'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0587'MARK NOT FOUND.
 RM0587
 RM0587                          STATION RECOVERY (2004)
 RM0587
 RM0587'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 RM0587'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0596 ***********************************************************************
 RM0596  DESIGNATION -  L 208 X
 RM0596  PID         -  RM0596
 RM0596  STATE/COUNTY-  WI/IRON
 RM0596  USGS QUAD   -  ORONTO BAY (1980)
 RM0596
 RM0596                         *CURRENT SURVEY CONTROL
 RM0596  ___________________________________________________________________
 RM0596* NAD 83(1986)-  46 30 02.     (N)    090 25 15.     (W)     SCALED    
 RM0596* NAVD 88     -       350.154  (meters)    1148.80   (feet)  ADJUSTED  
 RM0596  ___________________________________________________________________
 RM0596  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 RM0596  DYNAMIC HT  -         350.179 (meters)    1148.88  (feet)  COMP
 RM0596  MODELED GRAV-     980,676.4   (mgal)                       NAVD 88
 RM0596
 RM0596  VERT ORDER  -  FIRST     CLASS II
 RM0596
 RM0596.The horizontal coordinates were scaled from a topographic map and have
 RM0596.an estimated accuracy of +/- 6 seconds.
 RM0596
 RM0596.The orthometric height was determined by differential leveling
 RM0596.and adjusted by the National Geodetic Survey in June 1991..
 RM0596
 RM0596.The geoid height was determined by GEOID03.
 RM0596
 RM0596.The dynamic height is computed by dividing the NAVD 88
 RM0596.geopotential number by the normal gravity value computed on the
 RM0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0596.degrees latitude (g = 980.6199 gals.).
 RM0596
 RM0596.The modeled gravity was interpolated from observed gravity values.
 RM0596
 RM0596;                    North         East    Units  Estimated Accuracy
 RM0596;SPC WI N     -   148,340.      567,700.      MT  (+/- 180 meters Scaled)
 RM0596
 RM0596                          SUPERSEDED SURVEY CONTROL
 RM0596
 RM0596.No superseded survey control is available for this station.
 RM0596
 RM0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM978528(NAD 83)
 RM0596_MARKER: I = METAL ROD
 RM0596_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RM0596_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RM0596_STAMPING: L 208 X 1982
 RM0596_MARK LOGO: NGS   
 RM0596_PROJECTION: RECESSED 3 CENTIMETERS
 RM0596_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RM0596+STABILITY: POSITION/ELEVATION WELL
 RM0596_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0596+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2005
 RM0596_ROD/PIPE-DEPTH: 13.4 meters
 RM0596_SLEEVE-DEPTH  : 6.0 meters
 RM0596
 RM0596  HISTORY     - Date     Condition        Report By
 RM0596  HISTORY     - 1982     MONUMENTED       NGS
 RM0596  HISTORY     - 20030711 GOOD             USPSQD
 RM0596  HISTORY     - 20041126 GOOD             USPSQD
 RM0596  HISTORY     - 20050830 GOOD             WIDT
 RM0596
 RM0596                          STATION DESCRIPTION
 RM0596
 RM0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0596'0.65 KM (0.4 MI) WEST FROM SAXON.
 RM0596'0.65 KM (0.4 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF STATE
 RM0596'HIGHWAY 122 WHICH IS JUST NORTH OF SAXON, AT THE SOUTHEAST CORNER OF
 RM0596'LAKEVIEW CEMETERY, 20.1 METERS (66.0 FT) NORTH OF THE CENTERLINE OF
 RM0596'THE HIGHWAY, 16.9 METERS (55.5 FT) WEST-NORTHWEST OF A POWERLINE POLE,
 RM0596'39.9 METERS (131.0 FT) EAST OF THE CENTER OF THE EASTERNMOST DRIVEWAY
 RM0596'OF THE CEMETERY, 12.4 METERS (41.0 FT) SOUTHEAST OF THE SOUTHEAST
 RM0596'CORNER OF THE AUGER FAMILY TOMBSTONE, AND 7.2 METERS (23.5 FT)
 RM0596'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE ANSOMI FAMILY
 RM0596'TOMBSTONE.
 RM0596'THE MARK IS 1.6 METERS  W FROM A WITNESS POST.
 RM0596'THE MARK IS 1.2 M ABOVE HIGHWAY.
 RM0596
 RM0596                          STATION RECOVERY (2003)
 RM0596
 RM0596'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0596'RECOVERED IN GOOD CONDITION.  ADD-- 11 FEET SOUTHEAST OF THE BURLO
 RM0596'FAMILY HEADSTONE.  TREES TO THE EAST MAY OBSTRUCT SATELLITE
 RM0596'OBSERVATIONS.
 RM0596
 RM0596                          STATION RECOVERY (2004)
 RM0596
 RM0596'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0596'RECOVERED IN GOOD CONDITION.
 RM0596
 RM0596                          STATION RECOVERY (2005)
 RM0596
 RM0596'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RM0596'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0509 ***********************************************************************
 RM0509  DESIGNATION -  L 209
 RM0509  PID         -  RM0509
 RM0509  STATE/COUNTY-  WI/DOUGLAS
 RM0509  USGS QUAD   -  LAKE NEBAGAMON (1975)
 RM0509
 RM0509                         *CURRENT SURVEY CONTROL
 RM0509  ___________________________________________________________________
 RM0509* NAD 83(1986)-  46 34 58.     (N)    091 40 39.     (W)     SCALED    
 RM0509* NAVD 88     -       352.933  (meters)    1157.91   (feet)  ADJUSTED  
 RM0509  ___________________________________________________________________
 RM0509  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 RM0509  DYNAMIC HT  -         352.968 (meters)    1158.03  (feet)  COMP
 RM0509  MODELED GRAV-     980,703.8   (mgal)                       NAVD 88
 RM0509
 RM0509  VERT ORDER  -  FIRST     CLASS II
 RM0509
 RM0509.The horizontal coordinates were scaled from a topographic map and have
 RM0509.an estimated accuracy of +/- 6 seconds.
 RM0509
 RM0509.The orthometric height was determined by differential leveling
 RM0509.and adjusted by the National Geodetic Survey in June 1991..
 RM0509
 RM0509.The geoid height was determined by GEOID03.
 RM0509
 RM0509.The dynamic height is computed by dividing the NAVD 88
 RM0509.geopotential number by the normal gravity value computed on the
 RM0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0509.degrees latitude (g = 980.6199 gals.).
 RM0509
 RM0509.The modeled gravity was interpolated from observed gravity values.
 RM0509
 RM0509;                    North         East    Units  Estimated Accuracy
 RM0509;SPC WI N     -   158,750.      471,440.      MT  (+/- 180 meters Scaled)
 RM0509
 RM0509                          SUPERSEDED SURVEY CONTROL
 RM0509
 RM0509.No superseded survey control is available for this station.
 RM0509
 RM0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM013596(NAD 83)
 RM0509_MARKER: I = METAL ROD
 RM0509_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0509_SP_SET: STAINLESS STEEL ROD
 RM0509_STAMPING: L 209 1982
 RM0509_MARK LOGO: NGS   
 RM0509_PROJECTION: FLUSH
 RM0509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0509_ROD/PIPE-DEPTH: 10.9 meters
 RM0509
 RM0509  HISTORY     - Date     Condition        Report By
 RM0509  HISTORY     - 1982     MONUMENTED       NGS
 RM0509  HISTORY     - 20031030 MARK NOT FOUND   USPSQD
 RM0509  HISTORY     - 20041215 MARK NOT FOUND   WIDT
 RM0509
 RM0509                          STATION DESCRIPTION
 RM0509
 RM0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0509'3.5 KM (2.2 MI) EAST FROM MAPLE.
 RM0509'3.5 KM (2.2 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF COUNTY
 RM0509'ROAD F IN MAPLE, SET AT A ROAD JUNCTION, 17.9 METERS (59.0 FT)
 RM0509'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 12.8 METERS (42.0 FT)
 RM0509'NORTHWEST OF THE CENTER OF A GRAVEL ROAD, 7.4 METERS (24.5 FT) SOUTH
 RM0509'OF A STOP SIGN.
 RM0509'THE MARK IS 0.3 METERS  NNE FROM A WITNESS POST.
 RM0509'THE MARK IS 1.0 M ABOVE HIGHWAY.
 RM0509
 RM0509                          STATION RECOVERY (2003)
 RM0509
 RM0509'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0509'MARK NOT FOUND.
 RM0509
 RM0509                          STATION RECOVERY (2004)
 RM0509
 RM0509'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 RM0509'STATION WAS NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0247 ***********************************************************************
 QL0247  DESIGNATION -  L 21
 QL0247  PID         -  QL0247
 QL0247  STATE/COUNTY-  WI/DOOR
 QL0247  USGS QUAD   -  BAILEYS HARBOR WEST (1982)
 QL0247
 QL0247                         *CURRENT SURVEY CONTROL
 QL0247  ___________________________________________________________________
 QL0247* NAD 83(1986)-  45 06 17.     (N)    087 14 44.     (W)     SCALED    
 QL0247* NAVD 88     -       208.934  (meters)     685.48   (feet)  ADJUSTED  
 QL0247  ___________________________________________________________________
 QL0247  GEOID HEIGHT-         -37.10  (meters)                     GEOID03
 QL0247  DYNAMIC HT  -         208.914 (meters)     685.41  (feet)  COMP
 QL0247  MODELED GRAV-     980,518.2   (mgal)                       NAVD 88
 QL0247
 QL0247  VERT ORDER  -  FIRST     CLASS II
 QL0247
 QL0247.The horizontal coordinates were scaled from a topographic map and have
 QL0247.an estimated accuracy of +/- 6 seconds.
 QL0247
 QL0247.The orthometric height was determined by differential leveling
 QL0247.and adjusted by the National Geodetic Survey in June 1991..
 QL0247
 QL0247.The geoid height was determined by GEOID03.
 QL0247
 QL0247.The dynamic height is computed by dividing the NAVD 88
 QL0247.geopotential number by the normal gravity value computed on the
 QL0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0247.degrees latitude (g = 980.6199 gals.).
 QL0247
 QL0247.The modeled gravity was interpolated from observed gravity values.
 QL0247
 QL0247;                    North         East    Units  Estimated Accuracy
 QL0247;SPC WI C     -   144,950.      816,730.      MT  (+/- 180 meters Scaled)
 QL0247
 QL0247                          SUPERSEDED SURVEY CONTROL
 QL0247
 QL0247  NGVD 29 (??/??/92)  208.958  (m)          685.56   (f) ADJ UNCH    1 2
 QL0247
 QL0247.Superseded values are not recommended for survey control.
 QL0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0247.See file dsdata.txt to determine how the superseded data were derived.
 QL0247
 QL0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ806946(NAD 83)
 QL0247_MARKER: DB = BENCH MARK DISK
 QL0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0247_STAMPING: L 21 1934
 QL0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0247+STABILITY: SURFACE MOTION
 QL0247
 QL0247  HISTORY     - Date     Condition        Report By
 QL0247  HISTORY     - 1934     MONUMENTED       CGS
 QL0247  HISTORY     - 1958     MARK NOT FOUND   NGS
 QL0247  HISTORY     - 20050729 MARK NOT FOUND   WIDT
 QL0247
 QL0247                          STATION DESCRIPTION
 QL0247
 QL0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QL0247'1.7 MI S FROM FISH CREEK.
 QL0247'1.7 MILES SOUTH ALONG STATE HIGHWAY 42 FROM FISH CREEK, DOOR
 QL0247'COUNTY, 150 YARDS SOUTHEAST OF A LARGE STONE-AND-STUCCO HOUSE
 QL0247'ON A HILLSIDE, 32 FEET EAST OF THE HIGHWAY, 20 FEET NORTH OF A
 QL0247'GRAVEL ROAD TO A BARNYARD, AND AT A FENCE CORNER.  A STANDARD
 QL0247'DISK, STAMPED L 21 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QL0247
 QL0247                          STATION RECOVERY (2005)
 QL0247
 QL0247'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QL0247'MARK NOT FOUND.  ADD--UNABLE TO DETERMINE LOCATION OF STATION, THE
 QL0247'BARNYARD, LARGE STUCCO HOUSE, AND FENCE LINE NO LONGER EXIST.  AREA IS
 QL0247'ALSO UNDER REDEVELOPMENT INTO A SUBDIVISION THAT OVERLOOKS A GOLF
 QL0247'COURSE RESORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0533 ***********************************************************************
 RM0533  DESIGNATION -  L 210
 RM0533  PID         -  RM0533
 RM0533  STATE/COUNTY-  WI/BAYFIELD
 RM0533  USGS QUAD   -  HART LAKE (1984)
 RM0533
 RM0533                         *CURRENT SURVEY CONTROL
 RM0533  ___________________________________________________________________
 RM0533* NAD 83(1986)-  46 33 26.     (N)    091 19 37.     (W)     SCALED    
 RM0533* NAVD 88     -       368.671  (meters)    1209.55   (feet)  ADJUSTED  
 RM0533  ___________________________________________________________________
 RM0533  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 RM0533  DYNAMIC HT  -         368.683 (meters)    1209.59  (feet)  COMP
 RM0533  MODELED GRAV-     980,637.9   (mgal)                       NAVD 88
 RM0533
 RM0533  VERT ORDER  -  FIRST     CLASS II
 RM0533
 RM0533.The horizontal coordinates were scaled from a topographic map and have
 RM0533.an estimated accuracy of +/- 6 seconds.
 RM0533
 RM0533.The orthometric height was determined by differential leveling
 RM0533.and adjusted by the National Geodetic Survey in June 1991..
 RM0533
 RM0533.The geoid height was determined by GEOID03.
 RM0533
 RM0533.The dynamic height is computed by dividing the NAVD 88
 RM0533.geopotential number by the normal gravity value computed on the
 RM0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0533.degrees latitude (g = 980.6199 gals.).
 RM0533
 RM0533.The modeled gravity was interpolated from observed gravity values.
 RM0533
 RM0533;                    North         East    Units  Estimated Accuracy
 RM0533;SPC WI N     -   155,410.      498,260.      MT  (+/- 180 meters Scaled)
 RM0533
 RM0533                          SUPERSEDED SURVEY CONTROL
 RM0533
 RM0533.No superseded survey control is available for this station.
 RM0533
 RM0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM282573(NAD 83)
 RM0533_MARKER: I = METAL ROD
 RM0533_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0533_SP_SET: STAINLESS STEEL ROD
 RM0533_STAMPING: L 210 1982
 RM0533_MARK LOGO: NGS   
 RM0533_PROJECTION: FLUSH
 RM0533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0533_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0533+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2004
 RM0533_ROD/PIPE-DEPTH: 14.6 meters
 RM0533
 RM0533  HISTORY     - Date     Condition        Report By
 RM0533  HISTORY     - 1982     MONUMENTED       NGS
 RM0533  HISTORY     - 20041128 GOOD             USPSQD
 RM0533
 RM0533                          STATION DESCRIPTION
 RM0533
 RM0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0533'7.4 KM (4.6 MI) EAST FROM IRON RIVER.
 RM0533'7.4 KM (4.6 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF MAIN
 RM0533'STREET IN IRON RIVER, SET AT A ROAD JUNCTION, 29.8 METERS (98.0 FT)
 RM0533'NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 18.2 METERS
 RM0533'(60.0 FT) WEST-NORTHWEST OF THE CENTER OF A SAND ROAD (TOPSIDE LAKE
 RM0533'ROAD), 21.9 METERS (72.0 FT) NORTH OF THE WEST-NORTHWEST END OF A
 RM0533'GALVINIZED PIPE CULVERT.
 RM0533'THE MARK IS 0.3 METERS  SSW FROM A WITNESS POST.
 RM0533'THE MARK IS 1.0 M ABOVE HIGHWAY.
 RM0533
 RM0533                          STATION RECOVERY (2004)
 RM0533
 RM0533'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0533'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0465 ***********************************************************************
 RM0465  DESIGNATION -  L 211
 RM0465  PID         -  RM0465
 RM0465  STATE/COUNTY-  WI/IRON
 RM0465  USGS QUAD   -  PINE LAKE (1973)
 RM0465
 RM0465                         *CURRENT SURVEY CONTROL
 RM0465  ___________________________________________________________________
 RM0465* NAD 83(1986)-  46 20 31.     (N)    090 09 13.     (W)     SCALED    
 RM0465* NAVD 88     -       492.471  (meters)    1615.72   (feet)  ADJUSTED  
 RM0465  ___________________________________________________________________
 RM0465  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 RM0465  DYNAMIC HT  -         492.470 (meters)    1615.71  (feet)  COMP
 RM0465  MODELED GRAV-     980,597.1   (mgal)                       NAVD 88
 RM0465
 RM0465  VERT ORDER  -  FIRST     CLASS II
 RM0465
 RM0465.The horizontal coordinates were scaled from a topographic map and have
 RM0465.an estimated accuracy of +/- 6 seconds.
 RM0465
 RM0465.The orthometric height was determined by differential leveling
 RM0465.and adjusted by the National Geodetic Survey in June 1991..
 RM0465
 RM0465.The geoid height was determined by GEOID03.
 RM0465
 RM0465.The dynamic height is computed by dividing the NAVD 88
 RM0465.geopotential number by the normal gravity value computed on the
 RM0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0465.degrees latitude (g = 980.6199 gals.).
 RM0465
 RM0465.The modeled gravity was interpolated from observed gravity values.
 RM0465
 RM0465;                    North         East    Units  Estimated Accuracy
 RM0465;SPC WI N     -   130,640.      588,180.      MT  (+/- 180 meters Scaled)
 RM0465
 RM0465                          SUPERSEDED SURVEY CONTROL
 RM0465
 RM0465.No superseded survey control is available for this station.
 RM0465
 RM0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM190359(NAD 83)
 RM0465_MARKER: I = METAL ROD
 RM0465_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0465_SP_SET: STAINLESS STEEL ROD
 RM0465_STAMPING: L 211 1982
 RM0465_MARK LOGO: NGS   
 RM0465_PROJECTION: FLUSH
 RM0465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0465_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0465+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2005
 RM0465_ROD/PIPE-DEPTH: 9.8  meters
 RM0465
 RM0465  HISTORY     - Date     Condition        Report By
 RM0465  HISTORY     - 1982     MONUMENTED       NGS
 RM0465  HISTORY     - 1990     GOOD             USPSQD
 RM0465  HISTORY     - 20021128 GOOD             USPSQD
 RM0465  HISTORY     - 20040312 GOOD             USPSQD
 RM0465  HISTORY     - 20050912 GOOD             WIDT
 RM0465
 RM0465                          STATION DESCRIPTION
 RM0465
 RM0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0465'13.0 KM (8.15 MI) SOUTH FROM HURLEY.
 RM0465'13.0 KM (8.15 MI) SOUTH ALONG U.S. HIGHWAY 51 FROM THE JUNCTION OF
 RM0465'STATE HIGHWAY 77 IN HURLEY, TO A SIDE ROAD LEFT (EAST) AND THE MARK,
 RM0465'29.3 METERS (96.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 RM0465'6.4 METERS (21.0 FT) NORTH OF A TRACK ROAD, 4.9 METERS (16.2 FT) SOUTH
 RM0465'OF ROAD (NORTHEAST) UP HILL, 0.9 METER (3.4 FT) SOUTHEAST OF A
 RM0465'TELEPHONE BOX, AND 0.4 METER (1.7 FT) SOUTHEAST OF POWERLINE POLE
 RM0465'NUMBER 124.
 RM0465'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 RM0465'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 RM0465
 RM0465                          STATION RECOVERY (1990)
 RM0465
 RM0465'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 RM0465'RECOVERED IN GOOD CONDITION.
 RM0465
 RM0465                          STATION RECOVERY (2002)
 RM0465
 RM0465'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 RM0465'RECOVERED IN GOOD CONDITION. STATION IS IN THE MIDDLE OF THE 'Y'
 RM0465'FORMED BY THE TRACK ROAD AND UP HILL ROAD.  NOTE--ACCESS TO POINT IS
 RM0465'HAD THROUGH A 5-INCH LOGO CAP.
 RM0465
 RM0465                          STATION RECOVERY (2004)
 RM0465
 RM0465'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0465'RECOVERED IN GOOD CONDITION.
 RM0465
 RM0465                          STATION RECOVERY (2005)
 RM0465
 RM0465'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RM0465'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL1424 ***********************************************************************
 RL1424  DESIGNATION -  L 212
 RL1424  PID         -  RL1424
 RL1424  STATE/COUNTY-  WI/IRON
 RL1424  USGS QUAD   -  WINCHESTER (1981)
 RL1424
 RL1424                         *CURRENT SURVEY CONTROL
 RL1424  ___________________________________________________________________
 RL1424* NAD 83(1986)-  46 08 35.     (N)    089 55 49.     (W)     SCALED    
 RL1424* NAVD 88     -       488.392  (meters)    1602.33   (feet)  ADJUSTED  
 RL1424  ___________________________________________________________________
 RL1424  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 RL1424  DYNAMIC HT  -         488.387 (meters)    1602.32  (feet)  COMP
 RL1424  MODELED GRAV-     980,591.0   (mgal)                       NAVD 88
 RL1424
 RL1424  VERT ORDER  -  FIRST     CLASS II
 RL1424
 RL1424.The horizontal coordinates were scaled from a topographic map and have
 RL1424.an estimated accuracy of +/- 6 seconds.
 RL1424
 RL1424.The orthometric height was determined by differential leveling
 RL1424.and adjusted by the National Geodetic Survey in June 1991..
 RL1424
 RL1424.The geoid height was determined by GEOID03.
 RL1424
 RL1424.The dynamic height is computed by dividing the NAVD 88
 RL1424.geopotential number by the normal gravity value computed on the
 RL1424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1424.degrees latitude (g = 980.6199 gals.).
 RL1424
 RL1424.The modeled gravity was interpolated from observed gravity values.
 RL1424
 RL1424;                    North         East    Units  Estimated Accuracy
 RL1424;SPC WI N     -   108,520.      605,390.      MT  (+/- 180 meters Scaled)
 RL1424
 RL1424                          SUPERSEDED SURVEY CONTROL
 RL1424
 RL1424.No superseded survey control is available for this station.
 RL1424
 RL1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS736141(NAD 83)
 RL1424_MARKER: I = METAL ROD
 RL1424_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RL1424_SP_SET: STAINLESS STEEL ROD
 RL1424_STAMPING: L 212 1982
 RL1424_MARK LOGO: NGS   
 RL1424_PROJECTION: FLUSH
 RL1424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1424_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1424+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2005
 RL1424_ROD/PIPE-DEPTH: 14.6 meters
 RL1424
 RL1424  HISTORY     - Date     Condition        Report By
 RL1424  HISTORY     - 1982     MONUMENTED       NGS
 RL1424  HISTORY     - 20021128 GOOD             USPSQD
 RL1424  HISTORY     - 20040311 GOOD             USPSQD
 RL1424  HISTORY     - 20050913 GOOD             WIDT
 RL1424
 RL1424                          STATION DESCRIPTION
 RL1424
 RL1424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RL1424'12.3 KM (7.6 MI) SOUTH FROM MERCER.
 RL1424'12.3 KM (7.65 MI) SOUTH ALONG U.S. HIGHWAY 51 FROM THE JUNCTION OF
 RL1424'STATE ROUTE J LEADING EAST IN MERCER, TO MARK AT AN ACCESS ROAD
 RL1424'LEADING SOUTH, 15.8 METERS (52.0 FT) SOUTH OF THE CENTERLINE OF THE
 RL1424'HIGHWAY, 10.7 METERS (35.0 FT) EAST OF THE CENTER OF AN ACCESS ROAD,
 RL1424'AND 1.2 METERS (4.0 FT) NORTH OF A TELEPHONE JUNCTION BOX.
 RL1424'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 RL1424'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 RL1424
 RL1424                          STATION RECOVERY (2002)
 RL1424
 RL1424'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 RL1424'RECOVERED IN GOOD CONDITION. STATION IS 0.1 MILE WEST OF THE
 RL1424'IRON/VILAS COUNTY LINE, 30 FEET EAST OF THE CENTERLINE OF DRIVEWAY TO
 RL1424'PRIVATE HOME MERCER 131W, 4.5 FEET NORTH-NORTHEAST OF GREEN JUNCTION
 RL1424'BOX NO. 9300-2, 1.5 FEET NORTH-NORTHEAST OF ORANGE WITNESS POST.
 RL1424'NOTE--ACCESS TO POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 RL1424
 RL1424                          STATION RECOVERY (2004)
 RL1424
 RL1424'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RL1424'RECOVERED IN GOOD CONDITION.
 RL1424
 RL1424                          STATION RECOVERY (2005)
 RL1424
 RL1424'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1424'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0558 ***********************************************************************
 RM0558  DESIGNATION -  L 213
 RM0558  PID         -  RM0558
 RM0558  STATE/COUNTY-  WI/BAYFIELD
 RM0558  USGS QUAD   -  ASHLAND WEST (1975)
 RM0558
 RM0558                         *CURRENT SURVEY CONTROL
 RM0558  ___________________________________________________________________
 RM0558* NAD 83(1986)-  46 35 14.     (N)    090 56 16.     (W)     SCALED    
 RM0558* NAVD 88     -       185.026  (meters)     607.04   (feet)  ADJUSTED  
 RM0558  ___________________________________________________________________
 RM0558  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 RM0558  DYNAMIC HT  -         185.030 (meters)     607.05  (feet)  COMP
 RM0558  MODELED GRAV-     980,635.8   (mgal)                       NAVD 88
 RM0558
 RM0558  VERT ORDER  -  FIRST     CLASS II
 RM0558
 RM0558.The horizontal coordinates were scaled from a topographic map and have
 RM0558.an estimated accuracy of +/- 6 seconds.
 RM0558
 RM0558.The orthometric height was determined by differential leveling
 RM0558.and adjusted by the National Geodetic Survey in June 1991..
 RM0558
 RM0558.The geoid height was determined by GEOID03.
 RM0558
 RM0558.The dynamic height is computed by dividing the NAVD 88
 RM0558.geopotential number by the normal gravity value computed on the
 RM0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0558.degrees latitude (g = 980.6199 gals.).
 RM0558
 RM0558.The modeled gravity was interpolated from observed gravity values.
 RM0558
 RM0558;                    North         East    Units  Estimated Accuracy
 RM0558;SPC WI N     -   158,320.      528,130.      MT  (+/- 180 meters Scaled)
 RM0558
 RM0558                          SUPERSEDED SURVEY CONTROL
 RM0558
 RM0558.No superseded survey control is available for this station.
 RM0558
 RM0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM579613(NAD 83)
 RM0558_MARKER: I = METAL ROD
 RM0558_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0558_SP_SET: STAINLESS STEEL ROD
 RM0558_STAMPING: L 213 1982
 RM0558_MARK LOGO: NGS   
 RM0558_PROJECTION: FLUSH
 RM0558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0558_ROD/PIPE-DEPTH: 14.6 meters
 RM0558
 RM0558  HISTORY     - Date     Condition        Report By
 RM0558  HISTORY     - 1982     MONUMENTED       NGS
 RM0558  HISTORY     - 20040504 GOOD             USPSQD
 RM0558
 RM0558                          STATION DESCRIPTION
 RM0558
 RM0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0558'4.4 KM (2.75 MI) WEST FROM ASHLAND.
 RM0558'4.4 KM (2.75 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE COURTHOUSE IN
 RM0558'ASHLAND, SET AT THE MARINE CLUB RESTAURANT, 23.1 METERS (76.0 FT)
 RM0558'NORTH OF THE CENTERLINE OF THE HIGHWAY, 20.4 METERS (67.0 FT)
 RM0558'SOUTHWEST OF THE SOUTHWEST CORNER OF THE RESTAURANT, 7.0 METERS
 RM0558'(23.0 FT) NORTHWEST OF THE CENTER OF A DRIVEWAY TO THE RESTAURANT,
 RM0558'3.9 METERS (13.0 FT) NORTH OF A METAL PIPE SIGN POLE, 0.7 METER
 RM0558'(2.5 FT) WEST OF A POWERLINE POLE WITH A YARD LIGHT.
 RM0558'THE MARK IS 3.3 METERS  NNE FROM A WITNESS POST.
 RM0558'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 RM0558
 RM0558                          STATION RECOVERY (2004)
 RM0558
 RM0558'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 RM0558'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS. RESTAURANT
 RM0558'IS NOW OUT OF BUSINESS. STATION IS 172 FT WNW 0F FIRE-SIGN 30580 US
 RM0558'HIGHWAY 2,18 INCHES W OF A POWER POLE LABLED 1-50/82, AT THE WEST SIDE
 RM0558'OF THE PROPERTY. STATION IS IN A COVERED SLEVE, COVER MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0476 ***********************************************************************
 QM0476  DESIGNATION -  L 214
 QM0476  PID         -  QM0476
 QM0476  STATE/COUNTY-  WI/ONEIDA
 QM0476  USGS QUAD   -  MC NAUGHTON (1982)
 QM0476
 QM0476                         *CURRENT SURVEY CONTROL
 QM0476  ___________________________________________________________________
 QM0476* NAD 83(1986)-  45 44 52.     (N)    089 34 14.     (W)     SCALED    
 QM0476* NAVD 88     -       480.296  (meters)    1575.77   (feet)  ADJUSTED  
 QM0476  ___________________________________________________________________
 QM0476  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 QM0476  DYNAMIC HT  -         480.281 (meters)    1575.72  (feet)  COMP
 QM0476  MODELED GRAV-     980,567.8   (mgal)                       NAVD 88
 QM0476
 QM0476  VERT ORDER  -  FIRST     CLASS II
 QM0476
 QM0476.The horizontal coordinates were scaled from a topographic map and have
 QM0476.an estimated accuracy of +/- 6 seconds.
 QM0476
 QM0476.The orthometric height was determined by differential leveling
 QM0476.and adjusted by the National Geodetic Survey in June 1991..
 QM0476
 QM0476.The geoid height was determined by GEOID03.
 QM0476
 QM0476.The dynamic height is computed by dividing the NAVD 88
 QM0476.geopotential number by the normal gravity value computed on the
 QM0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0476.degrees latitude (g = 980.6199 gals.).
 QM0476
 QM0476.The modeled gravity was interpolated from observed gravity values.
 QM0476
 QM0476;                    North         East    Units  Estimated Accuracy
 QM0476;SPC WI N     -    64,680.      633,420.      MT  (+/- 180 meters Scaled)
 QM0476
 QM0476                          SUPERSEDED SURVEY CONTROL
 QM0476
 QM0476.No superseded survey control is available for this station.
 QM0476
 QM0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR000692(NAD 83)
 QM0476_MARKER: I = METAL ROD
 QM0476_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QM0476_SP_SET: STAINLESS STEEL ROD
 QM0476_STAMPING: L 214 1982
 QM0476_MARK LOGO: NGS   
 QM0476_PROJECTION: FLUSH
 QM0476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0476_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0476+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2005
 QM0476_ROD/PIPE-DEPTH: 14.6 meters
 QM0476
 QM0476  HISTORY     - Date     Condition        Report By
 QM0476  HISTORY     - 1982     MONUMENTED       NGS
 QM0476  HISTORY     - 20021129 GOOD             USPSQD
 QM0476  HISTORY     - 20040311 GOOD             USPSQD
 QM0476  HISTORY     - 20050922 GOOD             WIDT
 QM0476
 QM0476                          STATION DESCRIPTION
 QM0476
 QM0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QM0476'7.8 KM (4.85 MI) SE FROM LAKE TOMAHAWK.
 QM0476'7.8 KM (4.85 MI) SOUTHEAST ALONG STATE HIGHWAY 47 FROM THE JUNCTION OF
 QM0476'COUNTY ROAD D EAST IN LAKE TOMAHAWK, SET AT A JUNCTION OF A BLACKTOP
 QM0476'ROAD LEADING SOUTH, 12.1 METERS (40.0 FT) WEST OF THE CENTERLINE OF A
 QM0476'BLACKTOP ROAD LEADING SOUTH, 1.7 METERS (5.5 FT) EAST OF A POWERLINE
 QM0476'POLE WITH A BRACED POLE NUMBER 275, 1.2 METERS (4.0 FT) EAST OF A
 QM0476'POWERLINE BRACE POLE.
 QM0476'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 QM0476'THE MARK IS 1.2 M BELOW ROAD.
 QM0476
 QM0476                          STATION RECOVERY (2002)
 QM0476
 QM0476'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 QM0476'RECOVERED IN GOOD CONDITION.  THE BLACKTOP ROAD LEADING SOUTH IS FOX
 QM0476'ROAD. THE POWERLINE POLE IS NUMBERED 3807-26R2.  NOTE--ACCESS TO POINT
 QM0476'IS HAD THROUGH A 5-INCH LOGO CAP.
 QM0476
 QM0476                          STATION RECOVERY (2004)
 QM0476
 QM0476'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0476'RECOVERED IN GOOD CONDITION.
 QM0476
 QM0476                          STATION RECOVERY (2005)
 QM0476
 QM0476'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0476'RECOVERED IN GOOD CONDITION. -NOTE-CONCRETE AROUND EAST EDGE OF THE
 QM0476'FLANGE HAS BROKEN OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0748 ***********************************************************************
 PN0748  DESIGNATION -  L 218
 PN0748  PID         -  PN0748
 PN0748  STATE/COUNTY-  WI/WAUPACA
 PN0748  USGS QUAD   -  MANAWA (1982)
 PN0748
 PN0748                         *CURRENT SURVEY CONTROL
 PN0748  ___________________________________________________________________
 PN0748* NAD 83(1986)-  44 24 08.     (N)    088 55 29.     (W)     SCALED    
 PN0748* NAVD 88     -       246.047  (meters)     807.24   (feet)  ADJUSTED  
 PN0748  ___________________________________________________________________
 PN0748  GEOID HEIGHT-         -36.38  (meters)                     GEOID03
 PN0748  DYNAMIC HT  -         246.005 (meters)     807.10  (feet)  COMP
 PN0748  MODELED GRAV-     980,444.8   (mgal)                       NAVD 88
 PN0748
 PN0748  VERT ORDER  -  FIRST     CLASS II
 PN0748
 PN0748.The horizontal coordinates were scaled from a topographic map and have
 PN0748.an estimated accuracy of +/- 6 seconds.
 PN0748
 PN0748.The orthometric height was determined by differential leveling
 PN0748.and adjusted by the National Geodetic Survey in June 1991..
 PN0748
 PN0748.The geoid height was determined by GEOID03.
 PN0748
 PN0748.The dynamic height is computed by dividing the NAVD 88
 PN0748.geopotential number by the normal gravity value computed on the
 PN0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0748.degrees latitude (g = 980.6199 gals.).
 PN0748
 PN0748.The modeled gravity was interpolated from observed gravity values.
 PN0748
 PN0748;                    North         East    Units  Estimated Accuracy
 PN0748;SPC WI C     -    63,780.      685,650.      MT  (+/- 180 meters Scaled)
 PN0748
 PN0748                          SUPERSEDED SURVEY CONTROL
 PN0748
 PN0748.No superseded survey control is available for this station.
 PN0748
 PN0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ467183(NAD 83)
 PN0748_MARKER: I = METAL ROD
 PN0748_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0748_SP_SET: STAINLESS STEEL ROD
 PN0748_STAMPING: L 218 1985
 PN0748_MARK LOGO: NGS   
 PN0748_PROJECTION: RECESSED 1 CENTIMETERS
 PN0748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0748_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0748+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2004
 PN0748_ROD/PIPE-DEPTH: 14.6 meters
 PN0748
 PN0748  HISTORY     - Date     Condition        Report By
 PN0748  HISTORY     - 1985     MONUMENTED       NGS
 PN0748  HISTORY     - 20021223 GOOD             USPSQD
 PN0748  HISTORY     - 20040328 GOOD             USPSQD
 PN0748
 PN0748                          STATION DESCRIPTION
 PN0748
 PN0748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0748'15.8 KM (9.8 MI) EAST FROM WAUPACA.
 PN0748'15.8 KM (9.8 MI) EASTERLY ALONG U.S. HIGHWAY 54 FROM THE POST OFFICE
 PN0748'IN WAUPACA, 0.9 KM (0.55 MI) EAST OF THE INTERSECTION OF STATE
 PN0748'HIGHWAYS 22 AND 110, 38.1 M (125.0 FT) SOUTH OF THE CENTERLINE OF THE
 PN0748'HIGHWAY, 20.1 M (65.9 FT) NORTHWEST OF THE NORTHWEST CORNER OF A BRICK
 PN0748'BUILDING, 4.2 M (13.8 FT) EAST OF THE CENTER OF A GRAVELED DRIVEWAY,
 PN0748'AND 1.1 M (3.6 FT) SOUTH OF A UTILITY POLE.   NOTE--ACCESS TO DATUM
 PN0748'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PN0748'THE MARK IS 1.1 METERS  S FROM  A WITNESS POST
 PN0748'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 PN0748
 PN0748                          STATION RECOVERY (2002)
 PN0748
 PN0748'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0748'RECOVERED IN GOOD CONDITION.  THE STATION IS IN A FLOWERBED ON THE
 PN0748'EAST SIDE OF THE DRIVEWAY TO E6015 HIGHWAY 54.  THE WITNESS POST IS
 PN0748'AGAINST THE UTILITY POLE.  THERE IS NO BRICK BUILDING AT THE SITE.
 PN0748'BEING AMONGST TREES, SATELLITE OBSERVATIONS WOULD BE DOUBTFULL.
 PN0748
 PN0748                          STATION RECOVERY (2004)
 PN0748
 PN0748'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN0748'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0721 ***********************************************************************
 PN0721  DESIGNATION -  L 219
 PN0721  PID         -  PN0721
 PN0721  STATE/COUNTY-  WI/OUTAGAMIE
 PN0721  USGS QUAD   -  SEYMOUR (1992)
 PN0721
 PN0721                         *CURRENT SURVEY CONTROL
 PN0721  ___________________________________________________________________
 PN0721* NAD 83(1986)-  44 30 03.     (N)    088 18 38.     (W)     SCALED    
 PN0721* NAVD 88     -       254.083  (meters)     833.60   (feet)  ADJUSTED  
 PN0721  ___________________________________________________________________
 PN0721  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PN0721  DYNAMIC HT  -         254.047 (meters)     833.49  (feet)  COMP
 PN0721  MODELED GRAV-     980,472.9   (mgal)                       NAVD 88
 PN0721
 PN0721  VERT ORDER  -  FIRST     CLASS II
 PN0721
 PN0721.The horizontal coordinates were scaled from a topographic map and have
 PN0721.an estimated accuracy of +/- 6 seconds.
 PN0721
 PN0721.The orthometric height was determined by differential leveling
 PN0721.and adjusted by the National Geodetic Survey in June 1991..
 PN0721
 PN0721.The geoid height was determined by GEOID03.
 PN0721
 PN0721.The dynamic height is computed by dividing the NAVD 88
 PN0721.geopotential number by the normal gravity value computed on the
 PN0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0721.degrees latitude (g = 980.6199 gals.).
 PN0721
 PN0721.The modeled gravity was interpolated from observed gravity values.
 PN0721
 PN0721;                    North         East    Units  Estimated Accuracy
 PN0721;SPC WI C     -    75,570.      734,340.      MT  (+/- 180 meters Scaled)
 PN0721
 PN0721                          SUPERSEDED SURVEY CONTROL
 PN0721
 PN0721.No superseded survey control is available for this station.
 PN0721
 PN0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ958283(NAD 83)
 PN0721_MARKER: I = METAL ROD
 PN0721_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PN0721+WITH SETTING: INFORMATION.
 PN0721_SP_SET: SHALLOW-SET METAL ROD
 PN0721_STAMPING: L 219 1985
 PN0721_MARK LOGO: NGS   
 PN0721_PROJECTION: RECESSED 1 CENTIMETERS
 PN0721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0721_ROD/PIPE-DEPTH: 2.1  meters
 PN0721
 PN0721  HISTORY     - Date     Condition        Report By
 PN0721  HISTORY     - 1985     MONUMENTED       NGS
 PN0721  HISTORY     - 20021124 MARK NOT FOUND   USPSQD
 PN0721  HISTORY     - 20021223 MARK NOT FOUND   USPSQD
 PN0721  HISTORY     - 20040328 MARK NOT FOUND   USPSQD
 PN0721
 PN0721                          STATION DESCRIPTION
 PN0721
 PN0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0721'19.3 KM (12.0 MI) WEST FROM GREEN BAY.
 PN0721'19.3 KM (12.0 MI) WESTERLY ALONG STATE HIGHWAY 54 FROM ITS JUNCTION
 PN0721'WITH U.S. HIGHWAY 41 IN GREEN BAY, 46.3 M (152.0 FT) NORTH OF THE
 PN0721'CENTERLINE OF THE HIGHWAY, 21.1 M (69.2 FT) NORTHEAST OF THE NORTHEAST
 PN0721'CORNER OF A BRICK BUILDING, 10.8 M (35.4 FT) WEST OF THE CENTER OF
 PN0721'VANDEN HAUVEL ROAD, AND 1.0 M (3.3 FT) NORTH OF A UTILITY POLE.
 PN0721'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PN0721'THE MARK IS 1.0 METERS  N FROM  A WITNESS POST
 PN0721'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 PN0721
 PN0721                          STATION RECOVERY (2002)
 PN0721
 PN0721'RECOVERY NOTE BY US POWER SQUADRON 2002
 PN0721'VANDEN HEUVEL RD IS ALSO IDENTIFIED AS CTY G. BRICK BUILDING STILL
 PN0721'INTACT. THERE ARE TWO UTILITY POLES N OF THE NE CORNER OF THE BUILDING
 PN0721'BUT THE DISTANCE FROM THE CENTER OF CTY G WAS IN EXCESS OF 35'. NO
 PN0721'LOGO CAP FOUND 3' N OF POLES. TWO WI DOT MARKERS NOTED ON HWY G AND
 PN0721'HWY 54 INTERSECTION.
 PN0721
 PN0721                          STATION RECOVERY (2002)
 PN0721
 PN0721'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0721'NOT FOUND. THE INTERSECTION HAS BEEN RECONSTRUCTED WITH SEVERAL
 PN0721'WITNESS POSTS IN THE AREA BUT NOT AS DESCRIBED IN THE 1985
 PN0721'DESCRIPTION. NEW UTILITY POLES HAVE ALSO BEEN INSTALLED.
 PN0721
 PN0721                          STATION RECOVERY (2004)
 PN0721
 PN0721'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN0721'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0718 ***********************************************************************
 PN0718  DESIGNATION -  L 220
 PN0718  PID         -  PN0718
 PN0718  STATE/COUNTY-  WI/OUTAGAMIE
 PN0718  USGS QUAD   -  SEYMOUR (1992)
 PN0718
 PN0718                         *CURRENT SURVEY CONTROL
 PN0718  ___________________________________________________________________
 PN0718* NAD 83(1986)-  44 30 09.     (N)    088 15 02.     (W)     SCALED    
 PN0718* NAVD 88     -       230.314  (meters)     755.62   (feet)  ADJUSTED  
 PN0718  ___________________________________________________________________
 PN0718  GEOID HEIGHT-         -36.18  (meters)                     GEOID03
 PN0718  DYNAMIC HT  -         230.282 (meters)     755.52  (feet)  COMP
 PN0718  MODELED GRAV-     980,477.7   (mgal)                       NAVD 88
 PN0718
 PN0718  VERT ORDER  -  FIRST     CLASS II
 PN0718
 PN0718.The horizontal coordinates were scaled from a topographic map and have
 PN0718.an estimated accuracy of +/- 6 seconds.
 PN0718
 PN0718.The orthometric height was determined by differential leveling
 PN0718.and adjusted by the National Geodetic Survey in June 1991..
 PN0718
 PN0718.The geoid height was determined by GEOID03.
 PN0718
 PN0718.The dynamic height is computed by dividing the NAVD 88
 PN0718.geopotential number by the normal gravity value computed on the
 PN0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0718.degrees latitude (g = 980.6199 gals.).
 PN0718
 PN0718.The modeled gravity was interpolated from observed gravity values.
 PN0718
 PN0718;                    North         East    Units  Estimated Accuracy
 PN0718;SPC WI C     -    75,860.      739,110.      MT  (+/- 180 meters Scaled)
 PN0718
 PN0718                          SUPERSEDED SURVEY CONTROL
 PN0718
 PN0718.No superseded survey control is available for this station.
 PN0718
 PN0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ005284(NAD 83)
 PN0718_MARKER: F = FLANGE-ENCASED ROD
 PN0718_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PN0718_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 PN0718_STAMPING: L 220 1985
 PN0718_MARK LOGO: NGS   
 PN0718_PROJECTION: FLUSH
 PN0718_MAGNETIC: I = MARKER IS A STEEL ROD
 PN0718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0718_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0718+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2005
 PN0718_ROD/PIPE-DEPTH: 7.3  meters
 PN0718_SLEEVE-DEPTH  : 6.1 meters
 PN0718
 PN0718  HISTORY     - Date     Condition        Report By
 PN0718  HISTORY     - 1985     MONUMENTED       NGS
 PN0718  HISTORY     - 20010109 GOOD             WIDT
 PN0718  HISTORY     - 20021124 GOOD             USPSQD
 PN0718  HISTORY     - 20030611 GOOD             USPSQD
 PN0718  HISTORY     - 20050726 GOOD             WIDT
 PN0718
 PN0718                          STATION DESCRIPTION
 PN0718
 PN0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0718'14.5 KM (9.0 MI) WEST FROM GREEN BAY.
 PN0718'14.5 KM (9.0 MI) WESTERLY ALONG STATE HIGHWAY 54 FROM ITS JUNCTION
 PN0718'WITH U.S. HIGHWAY 41 IN GREEN BAY, 36.6 M (120.1 FT) SOUTH OF THE
 PN0718'CENTER OF A FIELD ENTRANCE, 30.2 M (99.1 FT) NORTH OF THE CENTERLINE
 PN0718'OF THE HIGHWAY, 13.6 M (44.6 FT) EAST OF THE CENTER OF SMITH ROAD, 9.4
 PN0718'M (30.8 FT) NORTH OF TELEPHONE PEDISTAL NUMBER 2408, AND 0.7 M (2.3
 PN0718'FT) EAST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 PN0718'THROUGH A 5-INCH LOGO CAP.
 PN0718'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 PN0718'THE MARK IS ABOVE LEVEL WITH THE ROADF.
 PN0718
 PN0718                          STATION RECOVERY (2001)
 PN0718
 PN0718'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PN0718'THE STATION IS LOCATED ABOUT 18 KM WEST OF GREEN BAY, 6 KM EAST OF
 PN0718'SEYMOUR AND 3 KM WEST OF ONEIDA.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 PN0718'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 PN0718'HIGHWAY 54 AND COUNTY HIGHWAY J IN THE COMMUNITY OF ONEIDA, GO WEST
 PN0718'ON STATE HIGHWAY 54 FOR 2.9 KM TO COOPER ROAD ON THE RIGHT, CONTINUE
 PN0718'WEST ON STATE HIGHWAY 54 FOR 1.6 KM TO SMITH ROAD AND THE STATION ON
 PN0718'THE RIGHT.  THE STATION IS A STAINLESS STEEL ROD WITH A 13-CM LOGO
 PN0718'CAP SET ABOUT 0.5 M BELOW THE ROAD PAVEMENT.  THE STATION IS 31.0 M
 PN0718'NORTH OF THE CENTERLINE OF STATE HIGHWAY 54, 13.3 M EAST OF THE
 PN0718'CENTERLINE OF SMITH ROAD, 10 M SOUTH OF THE CENTERLINE OF PRIVATE
 PN0718'ENTRANCE --W1290--, 0.6 M EAST OF POWER POLE --72-4537--, AND 0.3 M
 PN0718'WEST OF AN ORANGE FIBERGLASS WITNESS POST.  ---NOTE---THIS STATION
 PN0718'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE
 PN0718'THE HORIZON EXCEPT FOR A POWER POLE 0.6 M WEST OF THE MARK EXTENDING
 PN0718'TO 90 DEGREES.
 PN0718
 PN0718                          STATION RECOVERY (2002)
 PN0718
 PN0718'RECOVERY NOTE BY US POWER SQUADRON 2002
 PN0718'FROM THE JUNCTION OF HWY 54 AND SMITH ROAD, GO N ON SMITH RD TO THE
 PN0718'DRIVEWAY INTO THE ALL STORAGE PRODUCE BUILDING AT W.1290 SMITH RD.
 PN0718'MARK IS LOCATED 15' S OF THE FIRST DRIVEWAY, 2.3' E OF UTILITY POLE.
 PN0718'ACCESS TO DATUM POINT IS THROUGH 5 INCH LOGO CAP. TWO WI DOT MARKERS
 PN0718'NOTED THIS AREA.
 PN0718
 PN0718                          STATION RECOVERY (2003)
 PN0718
 PN0718'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0718'RECOVERED IN GOOD CONDITION.  NOTE-- TWO WI DOT MARKERS DO NOT MARK
 PN0718'THE STATION BUT ARE IN THE AREA.  THE STATION IS MARKED WITH ONE
 PN0718'ORANGE FIBERGLASS WITNESS POST.  EXCEPT FOR A UTILITY POLE, THERE ARE
 PN0718'NO OBSTRUCTIONS FOR SATELLITE OBSERVATIONS.
 PN0718
 PN0718                          STATION RECOVERY (2005)
 PN0718
 PN0718'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PN0718'RECOVERED IN GOOD CONDITION.  NOTE-- THE ROD IS AGAINST THE EAST SIDE
 PN0718'OF ITS ENCASEMENT.  IT APPEARS AS THOUGH THE LEVEL AND STABLE
 PN0718'ENCASEMENT HAS MOVED HORIZONTALLY TOWARD THE POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0505 ***********************************************************************
 QM0505  DESIGNATION -  L 221
 QM0505  PID         -  QM0505
 QM0505  STATE/COUNTY-  WI/LINCOLN
 QM0505  USGS QUAD   -  HEAFFORD JUNCTION (1982)
 QM0505
 QM0505                         *CURRENT SURVEY CONTROL
 QM0505  ___________________________________________________________________
 QM0505* NAD 83(1986)-  45 31 56.     (N)    089 44 54.     (W)     SCALED    
 QM0505* NAVD 88     -       444.420  (meters)    1458.07   (feet)  ADJUSTED  
 QM0505  ___________________________________________________________________
 QM0505  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 QM0505  DYNAMIC HT  -         444.399 (meters)    1458.00  (feet)  COMP
 QM0505  MODELED GRAV-     980,555.2   (mgal)                       NAVD 88
 QM0505
 QM0505  VERT ORDER  -  FIRST     CLASS II
 QM0505
 QM0505.The horizontal coordinates were scaled from a topographic map and have
 QM0505.an estimated accuracy of +/- 6 seconds.
 QM0505
 QM0505.The orthometric height was determined by differential leveling
 QM0505.and adjusted by the National Geodetic Survey in June 1991..
 QM0505
 QM0505.The geoid height was determined by GEOID03.
 QM0505
 QM0505.The dynamic height is computed by dividing the NAVD 88
 QM0505.geopotential number by the normal gravity value computed on the
 QM0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0505.degrees latitude (g = 980.6199 gals.).
 QM0505
 QM0505.The modeled gravity was interpolated from observed gravity values.
 QM0505
 QM0505;                    North         East    Units  Estimated Accuracy
 QM0505;SPC WI C     -   188,820.      619,660.      MT  (+/- 180 meters Scaled)
 QM0505
 QM0505                          SUPERSEDED SURVEY CONTROL
 QM0505
 QM0505.No superseded survey control is available for this station.
 QM0505
 QM0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR854457(NAD 83)
 QM0505_MARKER: I = METAL ROD
 QM0505_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QM0505_SP_SET: STAINLESS STEEL ROD
 QM0505_STAMPING: L 221 1985
 QM0505_MARK LOGO: NGS   
 QM0505_PROJECTION: FLUSH
 QM0505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0505_ROD/PIPE-DEPTH: 5.8  meters
 QM0505
 QM0505  HISTORY     - Date     Condition        Report By
 QM0505  HISTORY     - 1985     MONUMENTED       NGS
 QM0505  HISTORY     - 20030821 MARK NOT FOUND   USPSQD
 QM0505  HISTORY     - 20050817 POOR             WIDT
 QM0505
 QM0505                          STATION DESCRIPTION
 QM0505
 QM0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QM0505'31.7 KM (19.7 MI) WEST FROM RHINELANDER.
 QM0505'31.7 KM (19.7 MI) WESTERLY ALONG U.S. HIGHWAY 8 FROM ITS JUNCTION WITH
 QM0505'STATE HIGHWAY 17 IN RHINELANDER, 18.0 M (59.1 FT) SOUTH OF THE
 QM0505'CENTERLINE OF THE HIGHWAY, 7.0 M (23.0 FT) EAST OF THE CENTER OF
 QM0505'TOMAHAWK RIVER ROAD, AND 2.3 M (7.5 FT) EAST OF UTILITY POLE NUMBER
 QM0505'40A.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QM0505'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 QM0505'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 QM0505
 QM0505                          STATION RECOVERY (2003)
 QM0505
 QM0505'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 QM0505'NOT FOUND WITH PROBING AND METAL DETECTOR.  NOTE-- THE WITNESS POST IS
 QM0505'PRESENT AND UTILITY POLE NUMBER -40A- IS ALSO NUMBERED --3506-9L28--.
 QM0505
 QM0505                          STATION RECOVERY (2005)
 QM0505
 QM0505'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0505'RECOVERED IN POOR CONDITION.  ADD-- THE STATION IS 1.9 M EAST OF
 QM0505'UTILITY POLE --3506-9228--, 0.3 M WEST OF AN ORANGE FIBERGLASS WITNESS
 QM0505'POST, AND 27 CM BELOW THE SURFACE OF THE GROUND.  --NOTE-- THE CASING
 QM0505'IS LEANING TO THE WEST, AND THE ROD IS BENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0556 ***********************************************************************
 QM0556  DESIGNATION -  L 222
 QM0556  PID         -  QM0556
 QM0556  STATE/COUNTY-  WI/FOREST
 QM0556  USGS QUAD   -  WABENO (1972)
 QM0556
 QM0556                         *CURRENT SURVEY CONTROL
 QM0556  ___________________________________________________________________
 QM0556* NAD 83(1986)-  45 27 51.     (N)    088 40 30.     (W)     SCALED    
 QM0556* NAVD 88     -       480.140  (meters)    1575.26   (feet)  ADJUSTED  
 QM0556  ___________________________________________________________________
 QM0556  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 QM0556  DYNAMIC HT  -         480.091 (meters)    1575.10  (feet)  COMP
 QM0556  MODELED GRAV-     980,499.4   (mgal)                       NAVD 88
 QM0556
 QM0556  VERT ORDER  -  FIRST     CLASS II
 QM0556
 QM0556.The horizontal coordinates were scaled from a topographic map and have
 QM0556.an estimated accuracy of +/- 6 seconds.
 QM0556
 QM0556.The orthometric height was determined by differential leveling
 QM0556.and adjusted by the National Geodetic Survey in June 1991..
 QM0556
 QM0556.The geoid height was determined by GEOID03.
 QM0556
 QM0556.The dynamic height is computed by dividing the NAVD 88
 QM0556.geopotential number by the normal gravity value computed on the
 QM0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0556.degrees latitude (g = 980.6199 gals.).
 QM0556
 QM0556.The modeled gravity was interpolated from observed gravity values.
 QM0556
 QM0556;                    North         East    Units  Estimated Accuracy
 QM0556;SPC WI N     -    33,930.      703,620.      MT  (+/- 180 meters Scaled)
 QM0556
 QM0556                          SUPERSEDED SURVEY CONTROL
 QM0556
 QM0556.No superseded survey control is available for this station.
 QM0556
 QM0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR690358(NAD 83)
 QM0556_MARKER: I = METAL ROD
 QM0556_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QM0556_SP_SET: STAINLESS STEEL ROD
 QM0556_STAMPING: L 222 1985
 QM0556_MARK LOGO: NGS   
 QM0556_PROJECTION: FLUSH
 QM0556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0556_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0556+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2005
 QM0556_ROD/PIPE-DEPTH: 26.8 meters
 QM0556
 QM0556  HISTORY     - Date     Condition        Report By
 QM0556  HISTORY     - 1985     MONUMENTED       NGS
 QM0556  HISTORY     - 20021210 GOOD             USPSQD
 QM0556  HISTORY     - 20040325 GOOD             USPSQD
 QM0556  HISTORY     - 20051116 GOOD             WIDT
 QM0556
 QM0556                          STATION DESCRIPTION
 QM0556
 QM0556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QM0556'10.6 KM (6.6 MI) SOUTH FROM LAONA.
 QM0556'10.6 KM (6.6 MI) SOUTHERLY ALONG STATE HIGHWAY 32 FROM ITS JUNCTION
 QM0556'WITH U.S. HIGHWAY 8 IN LAONA, 2.2 KM (1.35 MI) NORTH OF THE
 QM0556'INTERSECTION OF STATE HIGHWAY 52, 46.3 M (151.9 FT) EAST OF THE CENTER
 QM0556'OF THE HIGHWAY, 15.2 M (49.9 FT) WEST OF THE NEAR RAIL OF THE CHICAGO
 QM0556'AND NORTHWESTERN RAILROAD, 11.0 M (36.1 FT) NORTH OF THE CENTER OF A
 QM0556'DIRT ROAD LEADING EAST, 6.2 M (20.3 FT) SOUTHEAST OF A TELEPHONE
 QM0556'PEDESTAL NUMBER 1753 LP 3, AND 0.6 M (2.0 FT) NORTH OF UTILITY POLE
 QM0556'NUMBER 3105 AA WITH A TRANSFORMER AND GUY WIRE.  NOTE--ACCESS TO DATUM
 QM0556'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QM0556'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 QM0556'THE MARK IS 1.5 M ABOVE THE ROAD.
 QM0556
 QM0556                          STATION RECOVERY (2002)
 QM0556
 QM0556'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 QM0556'RECOVERED IN GOOD CONDITION.  THE DIRT ROAD
 QM0556'DESCRIBED IN 1985 IS TRUMP LAKE ROAD.  THE UTILITY
 QM0556'POLE IS NOW NUMBERED 3515 31L8 AND HAS NO
 QM0556'TRANSFORMER.  THE HORIZON ABOVE 15 DEGREES HAS NO
 QM0556'OBSTRUCTIONS.
 QM0556
 QM0556                          STATION RECOVERY (2004)
 QM0556
 QM0556'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0556'RECOVERED IN GOOD CONDITION.
 QM0556
 QM0556                          STATION RECOVERY (2005)
 QM0556
 QM0556'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0556'RECOVERED IN GOOD CONDITION.   NOTE TREE OBSTRUCTION TO THE NORTHWEST
 QM0556'AT 70 DEGREES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0777 ***********************************************************************
 PN0777  DESIGNATION -  L 223
 PN0777  PID         -  PN0777
 PN0777  STATE/COUNTY-  WI/PORTAGE
 PN0777  USGS QUAD   -  WHITING (1976)
 PN0777
 PN0777                         *CURRENT SURVEY CONTROL
 PN0777  ___________________________________________________________________
 PN0777* NAD 83(1986)-  44 25 49.     (N)    089 31 07.     (W)     SCALED    
 PN0777* NAVD 88     -       334.012  (meters)    1095.84   (feet)  ADJUSTED  
 PN0777  ___________________________________________________________________
 PN0777  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 PN0777  DYNAMIC HT  -         333.951 (meters)    1095.64  (feet)  COMP
 PN0777  MODELED GRAV-     980,427.4   (mgal)                       NAVD 88
 PN0777
 PN0777  VERT ORDER  -  FIRST     CLASS II
 PN0777
 PN0777.The horizontal coordinates were scaled from a topographic map and have
 PN0777.an estimated accuracy of +/- 6 seconds.
 PN0777
 PN0777.The orthometric height was determined by differential leveling
 PN0777.and adjusted by the National Geodetic Survey in June 1991..
 PN0777
 PN0777.The geoid height was determined by GEOID03.
 PN0777
 PN0777.The dynamic height is computed by dividing the NAVD 88
 PN0777.geopotential number by the normal gravity value computed on the
 PN0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0777.degrees latitude (g = 980.6199 gals.).
 PN0777
 PN0777.The modeled gravity was interpolated from observed gravity values.
 PN0777
 PN0777;                    North         East    Units  Estimated Accuracy
 PN0777;SPC WI C     -    66,450.      638,330.      MT  (+/- 180 meters Scaled)
 PN0777
 PN0777                          SUPERSEDED SURVEY CONTROL
 PN0777
 PN0777.No superseded survey control is available for this station.
 PN0777
 PN0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ995227(NAD 83)
 PN0777_MARKER: DB = BENCH MARK DISK
 PN0777_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PN0777_SP_SET: PIER
 PN0777_STAMPING: L 223 1985
 PN0777_MARK LOGO: NGS   
 PN0777_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0777_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PN0777+STABILITY: POSITION/ELEVATION WELL
 PN0777_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0777+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2004
 PN0777
 PN0777  HISTORY     - Date     Condition        Report By
 PN0777  HISTORY     - 1985     MONUMENTED       NGS
 PN0777  HISTORY     - 20021207 GOOD             USPSQD
 PN0777  HISTORY     - 20030213 GOOD             WIDT
 PN0777  HISTORY     - 20040330 GOOD             USPSQD
 PN0777
 PN0777                          STATION DESCRIPTION
 PN0777
 PN0777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0777'26.9 KM (16.7 MI) EAST FROM WISCONSIN RAPIDS.
 PN0777'26.9 KM (16.7 MI) EASTERLY ALONG STATE HIGHWAY 54 FROM ITS JUNCTION
 PN0777'WITH NORTH EIGHTH STREET IN WINCONSIN RAPIDS, SET VERTICALLY IN THE
 PN0777'SOUTH FACE OF THE MOST SOUTHERLY 1 OF 4 COLUMNS OF THE CENTER PIER OF
 PN0777'THE STATE HIGHWAY OVERPASS OF U.S. HIGHWAY 51, 12.9 M (42.3 FT) EAST
 PN0777'OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE U.S. HIGHWAY, 12.7 M
 PN0777'(41.7 FT) WEST OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE U.S.
 PN0777'HIGHWAY, AND 6.7 M (22.0 FT) SOUTHWEST OF THE CENTER OF THE STATE
 PN0777'HIGHWAY.
 PN0777'THE MARK IS 1.5 M ABOVE THE U.S. HIGHWAY.
 PN0777
 PN0777                          STATION RECOVERY (2002)
 PN0777
 PN0777'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0777'RECOVERED IN GOOD CONDITION.
 PN0777
 PN0777                          STATION RECOVERY (2003)
 PN0777
 PN0777'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (TSS)
 PN0777'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 PN0777'STATION FROM THE JUNCTION OF STATE HIGHWAY 54, COUNTY HIGHWAY B EAST,
 PN0777'AND BUSINESS 51 NORTH IN THE VILLAGE OF PLOVER, GO SOUTHEAST ON STATE
 PN0777'HIGHWAY 54 EAST FOR 2.0 MI (3.22 KM) TO THE OVERPASS OVER INTERSTATE
 PN0777'HIGHWAY 39 AND INTERSTATE HIGHWAY 51.  THE STATION IS A BRONZE
 PN0777'NATIONAL GEODETIC SURVEY MARK DISK SET IN THE TOP OF A 120-CM DIAMETER
 PN0777'CONCRETE PIER ABOUT 1 M (3.3 FT) ABOVE THE HIGHWAY PAVEMENT.  THE
 PN0777'STATION IS 12.9 M (42.3 FT) EAST OF THE CENTERLINE OF THE SOUTHBOUND
 PN0777'INTERSTATE HIGHWAY 39 AND INTERSTATE HIGHWAY 51, 12.7 M (41.7 FT) WEST
 PN0777'OF THE CENTERLINE OF NORTH BOUND INTERSTATE HIGHWAY 39 AND INTERSTATE
 PN0777'HIGHWAY 51, AND 6.7 M (22.0 FT) SOUTHWEST OF THE CENTERLINE OF STATE
 PN0777'HIGHWAY 54.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 PN0777'OBSERVATIONS DUE TO BEING SET VERTICALLY.
 PN0777
 PN0777                          STATION RECOVERY (2004)
 PN0777
 PN0777'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN0777'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0429 ***********************************************************************
 QN0429  DESIGNATION -  L 224
 QN0429  PID         -  QN0429
 QN0429  STATE/COUNTY-  WI/RUSK
 QN0429  USGS QUAD   -  HAWKINS (1981)
 QN0429
 QN0429                         *CURRENT SURVEY CONTROL
 QN0429  ___________________________________________________________________
 QN0429* NAD 83(1986)-  45 30 54.     (N)    090 43 48.     (W)     SCALED    
 QN0429* NAVD 88     -       419.222  (meters)    1375.40   (feet)  ADJUSTED  
 QN0429  ___________________________________________________________________
 QN0429  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 QN0429  DYNAMIC HT  -         419.205 (meters)    1375.34  (feet)  COMP
 QN0429  MODELED GRAV-     980,562.3   (mgal)                       NAVD 88
 QN0429
 QN0429  VERT ORDER  -  FIRST     CLASS II
 QN0429
 QN0429.The horizontal coordinates were scaled from a topographic map and have
 QN0429.an estimated accuracy of +/- 6 seconds.
 QN0429
 QN0429.The orthometric height was determined by differential leveling
 QN0429.and adjusted by the National Geodetic Survey in June 1991..
 QN0429
 QN0429.The geoid height was determined by GEOID03.
 QN0429
 QN0429.The dynamic height is computed by dividing the NAVD 88
 QN0429.geopotential number by the normal gravity value computed on the
 QN0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0429.degrees latitude (g = 980.6199 gals.).
 QN0429
 QN0429.The modeled gravity was interpolated from observed gravity values.
 QN0429
 QN0429;                    North         East    Units  Estimated Accuracy
 QN0429;SPC WI C     -   187,130.      542,960.      MT  (+/- 180 meters Scaled)
 QN0429
 QN0429                          SUPERSEDED SURVEY CONTROL
 QN0429
 QN0429.No superseded survey control is available for this station.
 QN0429
 QN0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL773426(NAD 83)
 QN0429_MARKER: I = METAL ROD
 QN0429_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0429_SP_SET: STAINLESS STEEL ROD
 QN0429_STAMPING: L 224 1985
 QN0429_MARK LOGO: NGS   
 QN0429_PROJECTION: FLUSH
 QN0429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QN0429+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2005
 QN0429_ROD/PIPE-DEPTH: 3.1  meters
 QN0429
 QN0429  HISTORY     - Date     Condition        Report By
 QN0429  HISTORY     - 1985     MONUMENTED       NGS
 QN0429  HISTORY     - 20051109 GOOD             WIDT
 QN0429
 QN0429                          STATION DESCRIPTION
 QN0429
 QN0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QN0429'31.4 KM (19.5 MI) EAST FROM LADYSMITH.
 QN0429'31.4 KM (19.5 MI) EASTERLY ALONG U.S. HIGHWAY 8 FROM ITS JUNCTION WITH
 QN0429'STATE HIGHWAY 27 IN LADYSMITH, 19.8 M (65.0 FT) NORTH OF THE
 QN0429'CENTERLINE OF THE HIGHWAY, 6.6 M (21.7 FT) EAST OF THE CENTER OF ELMS
 QN0429'ROAD, AND 5.4 M (17.7 FT) NORTH OF UTILITY POLE NUMBER 10 WITH TWO GUY
 QN0429'WIRES.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QN0429'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 QN0429'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 QN0429
 QN0429                          STATION RECOVERY (2005)
 QN0429
 QN0429'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 QN0429'RECOVERED IN GOOD CONDITION.  AN ADDITIONAL TO REACH FOLLOWS-- TO
 QN0429'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 8 (ELLINGSON AVENUE)
 QN0429'WITH COUNTY HIGHWAY M IN THE VILLAGE OF HAWKINS, GO WEST ON US HIGHWAY
 QN0429'8 FOR 0.5 MILE TO ELMS ROAD RIGHT AND THE STATION ON THE RIGHT IN THE
 QN0429'NORTHEAST QUADRANT.
 QN0429'ADD-- THE STATION IS 15.4 M SOUTH OF A --SPEED LIMIT 25-- SIGN POST,
 QN0429'5.3 M NORTH OF THE TOP CENTER OF TELEPHONE PEDESTAL --8000-3--, 5.1 M
 QN0429'NORTH OF POWER POLE --15.13--, 1.5 M EAST OF A --DEAD END, ATV ROUTE--
 QN0429'SIGN POST, AND 1.0 M EAST, 1.0 M SOUTHWEST, AND 1.0 M WEST OF THREE
 QN0429'WHITE PLASTIC WITNESS POSTS.
 QN0429' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0404 ***********************************************************************
 QN0404  DESIGNATION -  L 225
 QN0404  PID         -  QN0404
 QN0404  STATE/COUNTY-  WI/PRICE
 QN0404  USGS QUAD   -  BRANTWOOD (1979)
 QN0404
 QN0404                         *CURRENT SURVEY CONTROL
 QN0404  ___________________________________________________________________
 QN0404* NAD 83(1986)-  45 33 14.     (N)    090 05 04.     (W)     SCALED    
 QN0404* NAVD 88     -       500.294  (meters)    1641.38   (feet)  ADJUSTED  
 QN0404  ___________________________________________________________________
 QN0404  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 QN0404  DYNAMIC HT  -         500.269 (meters)    1641.30  (feet)  COMP
 QN0404  MODELED GRAV-     980,549.3   (mgal)                       NAVD 88
 QN0404
 QN0404  VERT ORDER  -  FIRST     CLASS II
 QN0404
 QN0404.The horizontal coordinates were scaled from a topographic map and have
 QN0404.an estimated accuracy of +/- 6 seconds.
 QN0404
 QN0404.The orthometric height was determined by differential leveling
 QN0404.and adjusted by the National Geodetic Survey in June 1991..
 QN0404
 QN0404.The geoid height was determined by GEOID03.
 QN0404
 QN0404.The dynamic height is computed by dividing the NAVD 88
 QN0404.geopotential number by the normal gravity value computed on the
 QN0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0404.degrees latitude (g = 980.6199 gals.).
 QN0404
 QN0404.The modeled gravity was interpolated from observed gravity values.
 QN0404
 QN0404;                    North         East    Units  Estimated Accuracy
 QN0404;SPC WI N     -    43,040.      593,410.      MT  (+/- 180 meters Scaled)
 QN0404
 QN0404                          SUPERSEDED SURVEY CONTROL
 QN0404
 QN0404.No superseded survey control is available for this station.
 QN0404
 QN0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL275486(NAD 83)
 QN0404_MARKER: I = METAL ROD
 QN0404_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0404_SP_SET: STAINLESS STEEL ROD
 QN0404_STAMPING: L 225 1985
 QN0404_MARK LOGO: NGS   
 QN0404_PROJECTION: FLUSH
 QN0404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0404_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QN0404+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2003
 QN0404_ROD/PIPE-DEPTH: 6.1  meters
 QN0404
 QN0404  HISTORY     - Date     Condition        Report By
 QN0404  HISTORY     - 1985     MONUMENTED       NGS
 QN0404  HISTORY     - 20030904 GOOD             USPSQD
 QN0404
 QN0404                          STATION DESCRIPTION
 QN0404
 QN0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QN0404'16.3 KM (10.1 MI) EAST FROM PRENTICE.
 QN0404'16.3 KM (10.1 FT) EASTERLY ALONG U.S. HIGHWAY 8 FROM ITS JUNCTION WITH
 QN0404'COUNTY ROAD A IN PRENTICE, 30.3 M (99.4 FT) NORTH OF THE CENTERLINE OF
 QN0404'THE HIGHWAY, 21.0 M (68.9 FT) NORTHEAST OF THE EAST END OF A 24-INCH
 QN0404'PIPE CULVERT, AND 17.1 M (56.1 FT) EAST OF THE CENTER OF EAST BRANCH
 QN0404'ROAD.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QN0404'THE MARK IS 0.2 METERS  S FROM  A WITNESS POST AND FENCE
 QN0404'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 QN0404
 QN0404                          STATION RECOVERY (2003)
 QN0404
 QN0404'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 QN0404'RECOVERED IN GOOD CONDITION.  NOTE-- THERE IS NO FENCE PRESENT.  TREES
 QN0404'TO THE WEST AND EAST WOULD OBSTRUCT SATELLITE OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0531 ***********************************************************************
 QM0531  DESIGNATION -  L 226
 QM0531  PID         -  QM0531
 QM0531  STATE/COUNTY-  WI/FOREST
 QM0531  USGS QUAD   -  NASHVILLE (1981)
 QM0531
 QM0531                         *CURRENT SURVEY CONTROL
 QM0531  ___________________________________________________________________
 QM0531* NAD 83(1986)-  45 34 24.     (N)    089 01 17.     (W)     SCALED    
 QM0531* NAVD 88     -       493.561  (meters)    1619.29   (feet)  ADJUSTED  
 QM0531  ___________________________________________________________________
 QM0531  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 QM0531  DYNAMIC HT  -         493.524 (meters)    1619.17  (feet)  COMP
 QM0531  MODELED GRAV-     980,525.4   (mgal)                       NAVD 88
 QM0531
 QM0531  VERT ORDER  -  FIRST     CLASS II
 QM0531
 QM0531.The horizontal coordinates were scaled from a topographic map and have
 QM0531.an estimated accuracy of +/- 6 seconds.
 QM0531
 QM0531.The orthometric height was determined by differential leveling
 QM0531.and adjusted by the National Geodetic Survey in June 1991..
 QM0531
 QM0531.The geoid height was determined by GEOID03.
 QM0531
 QM0531.The dynamic height is computed by dividing the NAVD 88
 QM0531.geopotential number by the normal gravity value computed on the
 QM0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0531.degrees latitude (g = 980.6199 gals.).
 QM0531
 QM0531.The modeled gravity was interpolated from observed gravity values.
 QM0531
 QM0531;                    North         East    Units  Estimated Accuracy
 QM0531;SPC WI N     -    45,670.      676,390.      MT  (+/- 180 meters Scaled)
 QM0531
 QM0531                          SUPERSEDED SURVEY CONTROL
 QM0531
 QM0531.No superseded survey control is available for this station.
 QM0531
 QM0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR422486(NAD 83)
 QM0531_MARKER: I = METAL ROD
 QM0531_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QM0531_SP_SET: STAINLESS STEEL ROD
 QM0531_STAMPING: L 226 1985
 QM0531_MARK LOGO: NGS   
 QM0531_PROJECTION: FLUSH
 QM0531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0531_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0531+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 QM0531_ROD/PIPE-DEPTH: 24.4 meters
 QM0531
 QM0531  HISTORY     - Date     Condition        Report By
 QM0531  HISTORY     - 1985     MONUMENTED       NGS
 QM0531  HISTORY     - 20021210 GOOD             USPSQD
 QM0531  HISTORY     - 20040326 GOOD             USPSQD
 QM0531  HISTORY     - 20051115 GOOD             WIDT
 QM0531
 QM0531                          STATION DESCRIPTION
 QM0531
 QM0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QM0531'28.4 KM (17.65 MI) WEST FROM LAONA.
 QM0531'28.4 KM (17.65 MI) WESTERLY ALONG U.S. HIGHWAY 8 FROM ITS JUNCTION
 QM0531'WITH STATE HIGHWAY 32 IN LAONA, OR 33.4 KM (20.75 MI) EASTERLY ALONG
 QM0531'U.S. HIGHWAY 8 FROM ITS JUNCTION WITH ONEIDA AVENUE IN RHINELANDER,
 QM0531'0.3 KM (0.2 MI) WEST OF WOLF RIVER, 22.3 M (73.2 FT) NORTH OF THE
 QM0531'CENTERLINE OF THE HIGHWAY, AND 1.0 M (3.3 FT) WEST OF UTILITY POLE
 QM0531'NUMBER 3612 29W4.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 QM0531'LOGO CAP.
 QM0531'THE MARK IS 0.2 METERS  E FROM  A WITNESS POST
 QM0531'THE MARK IS 1.2 M BELOW THE HIGHWAY.
 QM0531
 QM0531                          STATION RECOVERY (2002)
 QM0531
 QM0531'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 QM0531'RECOVERED IN GOOD CONDITION.  IT IS LOCATED IN A TREE
 QM0531'LINE WHICH WILL RESTRICT SATELLITE OBSERVATION.
 QM0531
 QM0531                          STATION RECOVERY (2004)
 QM0531
 QM0531'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0531'RECOVERED IN GOOD CONDITION.
 QM0531
 QM0531                          STATION RECOVERY (2005)
 QM0531
 QM0531'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0531'RECOVERED IN GOOD CONDITION.  ADD THE MONUMENT IS 0.3 M EAST OF AN
 QM0531'ORANGE FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0816 ***********************************************************************
 PN0816  DESIGNATION -  L 227
 PN0816  PID         -  PN0816
 PN0816  STATE/COUNTY-  WI/SHAWANO
 PN0816  USGS QUAD   -  OCONTO FALLS SOUTH (1974)
 PN0816
 PN0816                         *CURRENT SURVEY CONTROL
 PN0816  ___________________________________________________________________
 PN0816* NAD 83(1986)-  44 49 01.     (N)    088 14 59.     (W)     SCALED    
 PN0816* NAVD 88     -       240.410  (meters)     788.75   (feet)  ADJUSTED  
 PN0816  ___________________________________________________________________
 PN0816  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PN0816  DYNAMIC HT  -         240.382 (meters)     788.65  (feet)  COMP
 PN0816  MODELED GRAV-     980,494.9   (mgal)                       NAVD 88
 PN0816
 PN0816  VERT ORDER  -  FIRST     CLASS II
 PN0816
 PN0816.The horizontal coordinates were scaled from a topographic map and have
 PN0816.an estimated accuracy of +/- 6 seconds.
 PN0816
 PN0816.The orthometric height was determined by differential leveling
 PN0816.and adjusted by the National Geodetic Survey in June 1991..
 PN0816
 PN0816.The geoid height was determined by GEOID03.
 PN0816
 PN0816.The dynamic height is computed by dividing the NAVD 88
 PN0816.geopotential number by the normal gravity value computed on the
 PN0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0816.degrees latitude (g = 980.6199 gals.).
 PN0816
 PN0816.The modeled gravity was interpolated from observed gravity values.
 PN0816
 PN0816;                    North         East    Units  Estimated Accuracy
 PN0816;SPC WI C     -   110,790.      738,420.      MT  (+/- 180 meters Scaled)
 PN0816
 PN0816                          SUPERSEDED SURVEY CONTROL
 PN0816
 PN0816.No superseded survey control is available for this station.
 PN0816
 PN0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ011633(NAD 83)
 PN0816_MARKER: I = METAL ROD
 PN0816_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0816_SP_SET: STAINLESS STEEL ROD
 PN0816_STAMPING: L 227 1985
 PN0816_MARK LOGO: NGS   
 PN0816_PROJECTION: FLUSH
 PN0816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0816_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0816+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2005
 PN0816_ROD/PIPE-DEPTH: 4.9  meters
 PN0816
 PN0816  HISTORY     - Date     Condition        Report By
 PN0816  HISTORY     - 1985     MONUMENTED       NGS
 PN0816  HISTORY     - 20021115 GOOD             USPSQD
 PN0816  HISTORY     - 20040325 GOOD             USPSQD
 PN0816  HISTORY     - 20050715 GOOD             WIDT
 PN0816
 PN0816                          STATION DESCRIPTION
 PN0816
 PN0816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0816'13.2 KM (8.2 MI) SOUTH FROM GILLETT.
 PN0816'13.2 KM (8.2 MI) SOUTHERLY ALONG STATE HIGHWAY 32 FROM ITS JUNCTION
 PN0816'WITH STATE HIGHWAY 22 IN GILLETT, AT A POWER LINE CROSSING, 49.7 M
 PN0816'(163.1 FT) SOUTH OF THE SOUTH ONE OF TWO UTILITY POLES, 25.8 M (84.6
 PN0816'FT) NORTH OF THE EXTENDED CENTER OF MORGAN RIVER ROAD, 17.6 M (57.7
 PN0816'FT) WEST OF THE CENTERLINE OF THE HIGHWAY, AND 0.2 M (0.7 FT) SOUTH OF
 PN0816'A WITNESS POST.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 PN0816'LOGO CAP.
 PN0816'THE MARK IS 0.2 METERS  N FROM  A WITNESS POST
 PN0816'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 PN0816
 PN0816                          STATION RECOVERY (2002)
 PN0816
 PN0816'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0816'RECOVERED IN GOOD CONDITION.  IT IS LOCATED BETWEEN TWO ORANGE WITNESS
 PN0816'POSTS.
 PN0816
 PN0816                          STATION RECOVERY (2004)
 PN0816
 PN0816'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN0816'RECOVERED IN GOOD CONDITION.
 PN0816
 PN0816                          STATION RECOVERY (2005)
 PN0816
 PN0816'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0816'RECOVERED AS DESCRIBED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0712 ***********************************************************************
 PN0712  DESIGNATION -  L 228
 PN0712  PID         -  PN0712
 PN0712  STATE/COUNTY-  WI/BROWN
 PN0712  USGS QUAD   -  GREEN BAY WEST (1992)
 PN0712
 PN0712                         *CURRENT SURVEY CONTROL
 PN0712  ___________________________________________________________________
 PN0712* NAD 83(1986)-  44 31 27.     (N)    088 06 02.     (W)     SCALED    
 PN0712* NAVD 88     -       214.433  (meters)     703.52   (feet)  ADJUSTED  
 PN0712  ___________________________________________________________________
 PN0712  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 PN0712  DYNAMIC HT  -         214.406 (meters)     703.43  (feet)  COMP
 PN0712  MODELED GRAV-     980,488.7   (mgal)                       NAVD 88
 PN0712
 PN0712  VERT ORDER  -  FIRST     CLASS II
 PN0712
 PN0712.The horizontal coordinates were scaled from a topographic map and have
 PN0712.an estimated accuracy of +/- 6 seconds.
 PN0712
 PN0712.The orthometric height was determined by differential leveling
 PN0712.and adjusted by the National Geodetic Survey in June 1991..
 PN0712
 PN0712.The geoid height was determined by GEOID03.
 PN0712
 PN0712.The dynamic height is computed by dividing the NAVD 88
 PN0712.geopotential number by the normal gravity value computed on the
 PN0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0712.degrees latitude (g = 980.6199 gals.).
 PN0712
 PN0712.The modeled gravity was interpolated from observed gravity values.
 PN0712
 PN0712;                    North         East    Units  Estimated Accuracy
 PN0712;SPC WI C     -    78,530.      750,980.      MT  (+/- 180 meters Scaled)
 PN0712
 PN0712                          SUPERSEDED SURVEY CONTROL
 PN0712
 PN0712.No superseded survey control is available for this station.
 PN0712
 PN0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ125306(NAD 83)
 PN0712_MARKER: I = METAL ROD
 PN0712_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0712_SP_SET: STAINLESS STEEL ROD
 PN0712_STAMPING: L 228 1985
 PN0712_MARK LOGO: NGS   
 PN0712_PROJECTION: FLUSH
 PN0712_MAGNETIC: I = MARKER IS A STEEL ROD
 PN0712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0712_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0712+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 PN0712_ROD/PIPE-DEPTH: 12.2 meters
 PN0712
 PN0712  HISTORY     - Date     Condition        Report By
 PN0712  HISTORY     - 1985     MONUMENTED       NGS
 PN0712  HISTORY     - 19940510 GOOD             WI-009
 PN0712  HISTORY     - 20021116 GOOD             USPSQD
 PN0712  HISTORY     - 20040712 GOOD             USPSQD
 PN0712  HISTORY     - 20050721 GOOD             USPSQD
 PN0712  HISTORY     - 20050809 GOOD             WIDT
 PN0712
 PN0712                          STATION DESCRIPTION
 PN0712
 PN0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0712'1.5 KM (0.95 MI) WEST FROM GREEN BAY.
 PN0712'1.5 KM (0.95 MI) WESTERLY ALONG STATE HIGHWAY 54 FROM ITS JUNCTION
 PN0712'WITH U.S. HIGHWAY 41 IN GREEN BAY, 30.4 M (99.7 FT) NORTH OF THE
 PN0712'CENTERLINE OF THE HIGHWAY, 8.1 M (26.6 FT) NORTH OF THE CENTERLINE OF
 PN0712'A FRONTAGE ROAD, 7.6 M (24.9 FT) WEST OF THE CENTER OF THE WEST
 PN0712'ENTRANCE TO THE VALLEY BANK, AND 0.9 M (3.0 FT) WEST OF UTILITY POLE
 PN0712'NUMBER 291AA78.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 PN0712'LOGO CAP.
 PN0712'THE MARK IS 0.1 METERS  N FROM  A WITNESS POST
 PN0712'THE MARK IS 2.0 M BELOW THE HIGHWAY.
 PN0712
 PN0712                          STATION RECOVERY (1994)
 PN0712
 PN0712'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0712'RECOVERED AS DESCRIBED.
 PN0712
 PN0712                          STATION RECOVERY (2002)
 PN0712
 PN0712'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0712'RECOVERED IN GOOD CONDITION.  THE BANK IS THE M-I BANK. IT IS NEAR THE
 PN0712'NORTHWEST CORNER OF FRONTAGE ROAD AND PAKERLAND DR. THE STATION IS
 PN0712'BETWEEN THE DRIVEWAY FROM FRONTAGE ROAD TO THE BANK AND A DRIVEWAY TO
 PN0712'THE ONEIDA NATION HUMAN RESOURCES DEPARTMENT AT 2630 FRONTAGE ROAD. IT
 PN0712'IS 6 INCHES NORTH OF A SPLINTERED YELLOW WITNESS POST.
 PN0712
 PN0712                          STATION RECOVERY (2004)
 PN0712
 PN0712'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWS)
 PN0712'NEXT TO WEST DRIVEWAY TO ASSOCIATED KELLOGG BANK. WITNESS POST.
 PN0712
 PN0712                          STATION RECOVERY (2005)
 PN0712
 PN0712'RECOVERY NOTE BY US POWER SQUADRON 2005 (RWS)
 PN0712'RECOVERED IN GOOD CONDITION.
 PN0712
 PN0712                          STATION RECOVERY (2005)
 PN0712
 PN0712'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0712'RECOVERED IN GOOD CONDITION.  ADD--NOTE--THE HINGE ON THE ACCESS COVER
 PN0712'IS BROKE, COVER IS RESTING ON THE FLANGE OF THE CASING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0322 ***********************************************************************
 PN0322  DESIGNATION -  L 23
 PN0322  PID         -  PN0322
 PN0322  STATE/COUNTY-  WI/SHAWANO
 PN0322  USGS QUAD   -  THORNTON (1982)
 PN0322
 PN0322                         *CURRENT SURVEY CONTROL
 PN0322  ___________________________________________________________________
 PN0322* NAD 83(1997)-  44 47 13.39821(N)    088 39 32.21922(W)     ADJUSTED  
 PN0322* NAVD 88     -       257.681  (meters)     845.41   (feet)  ADJUSTED  
 PN0322  ___________________________________________________________________
 PN0322  X           -     106,122.483 (meters)                     COMP
 PN0322  Y           -  -4,533,208.339 (meters)                     COMP
 PN0322  Z           -   4,470,740.109 (meters)                     COMP
 PN0322  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 PN0322  ELLIP HEIGHT-         221.57  (meters)          (08/20/99) GPS OBS
 PN0322  GEOID HEIGHT-         -36.09  (meters)                     GEOID03
 PN0322  DYNAMIC HT  -         257.648 (meters)     845.30  (feet)  COMP
 PN0322  MODELED GRAV-     980,480.6   (mgal)                       NAVD 88
 PN0322
 PN0322  HORZ ORDER  -  A
 PN0322  VERT ORDER  -  SECOND    CLASS 0
 PN0322  ELLP ORDER  -  THIRD     CLASS I
 PN0322
 PN0322.The horizontal coordinates were established by GPS observations
 PN0322.and adjusted by the National Geodetic Survey in April 1999..
 PN0322
 PN0322.The orthometric height was determined by differential leveling
 PN0322.and adjusted by the National Geodetic Survey in June 1991..
 PN0322
 PN0322.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PN0322
 PN0322.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0322
 PN0322.The ellipsoidal height was determined by GPS observations
 PN0322.and is referenced to NAD 83.
 PN0322
 PN0322.The geoid height was determined by GEOID03.
 PN0322
 PN0322.The dynamic height is computed by dividing the NAVD 88
 PN0322.geopotential number by the normal gravity value computed on the
 PN0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0322.degrees latitude (g = 980.6199 gals.).
 PN0322
 PN0322.The modeled gravity was interpolated from observed gravity values.
 PN0322
 PN0322;                    North         East     Units Scale Factor Converg.
 PN0322;SPC WI C     -   106,852.257   706,117.504   MT  0.99994191   +0 56 46.4
 PN0322;SPC WI C     -   350,564.45  2,316,653.84   sFT  0.99994191   +0 56 46.4
 PN0322;UTM  16      - 4,960,633.968   368,765.812   MT  0.99981178   -1 10 07.9
 PN0322
 PN0322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0322!SPC WI C     -   0.99996526  x   0.99994191  =   0.99990717
 PN0322!UTM  16      -   0.99996526  x   0.99981178  =   0.99977705
 PN0322
 PN0322                          SUPERSEDED SURVEY CONTROL
 PN0322
 PN0322  ELLIP H (04/28/99)  221.52   (m)                       GP(       ) 3 1
 PN0322  NAVD 88 (04/28/99)  257.68   (m)          845.4    (f) LEVELING    3  
 PN0322  NGVD 29 (??/??/92)  257.708  (m)          845.50   (f) ADJ UNCH    2 0
 PN0322
 PN0322.Superseded values are not recommended for survey control.
 PN0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0322.See file dsdata.txt to determine how the superseded data were derived.
 PN0322
 PN0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6876660634(NAD 83)
 PN0322_MARKER: DB = BENCH MARK DISK
 PN0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0322_STAMPING: L 23 1934
 PN0322_MARK LOGO: CGS   
 PN0322_PROJECTION: FLUSH
 PN0322_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0322+STABILITY: SURFACE MOTION
 PN0322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0322+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2005
 PN0322
 PN0322  HISTORY     - Date     Condition        Report By
 PN0322  HISTORY     - UNK      MONUMENTED       CGS
 PN0322  HISTORY     - 1934     GOOD             NGS
 PN0322  HISTORY     - 19971210 GOOD             NGS
 PN0322  HISTORY     - 20030607 GOOD             JCLS
 PN0322  HISTORY     - 20050711 GOOD             WIDT
 PN0322
 PN0322                          STATION DESCRIPTION
 PN0322
 PN0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PN0322'2.8 MI W FROM SHAWANO.
 PN0322'ALONG CHICAGO AND NORTH-WESTERN RY., AT WISCONSIN HIGHWAY 29
 PN0322'OVERPASS.  MARK IS AT FENCE, 14 YDS. W. OF CENTERLINE OF TRACK,
 PN0322'12 YDS. S. OF CENTERLINE OF CROSSING, 4 YDS. S. OF CORNER FENCE
 PN0322'POST AND 160 YDS. S. OF OVERPASS.
 PN0322
 PN0322                          STATION RECOVERY (1997)
 PN0322
 PN0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 PN0322'RECOVERED AS DESCRIBED.
 PN0322
 PN0322                          STATION RECOVERY (2003)
 PN0322
 PN0322'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 PN0322'RECOVERED IN GOOD CONDITION.
 PN0322
 PN0322                          STATION RECOVERY (2005)
 PN0322
 PN0322'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0322'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.1 MILES EAST OF
 PN0322'THE JUNCTION OF THE WISCONSIN CENTRAL LIMITED RAILROAD SPUR TO THE
 PN0322'SHAWANO PAPER MILL AND COUNTY HIGHWAY MMM, 12.8 M SOUTH OF THE
 PN0322'CENTERLINE OF THE RAILROAD TRACKS, 11.0 M EAST OF THE JUNCTION OF
 PN0322'SOUTH PEACH ROAD AND WISCONSIN CENTRAL LIMITED RAILROAD SPUR TO THE
 PN0322'SHAWANO PAPER MILL,
 PN0322'6.4 M NORTHEAST OF THE CENTERLINE OF A FIELD ENTRANCE, 0.3 M SOUTHWEST
 PN0322'OF AN ORANGE FIBERGLASS WITNESS POST, AND THE STATION PROTRUDES 18 CM
 PN0322'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0728 ***********************************************************************
 ON0728  DESIGNATION -  L 230
 ON0728  PID         -  ON0728
 ON0728  STATE/COUNTY-  WI/MONROE
 ON0728  USGS QUAD   -  BANGOR (1983)
 ON0728
 ON0728                         *CURRENT SURVEY CONTROL
 ON0728  ___________________________________________________________________
 ON0728* NAD 83(1986)-  43 54 15.     (N)    090 53 52.     (W)     SCALED    
 ON0728* NAVD 88     -       238.718  (meters)     783.19   (feet)  ADJUSTED  
 ON0728  ___________________________________________________________________
 ON0728  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 ON0728  DYNAMIC HT  -         238.673 (meters)     783.05  (feet)  COMP
 ON0728  MODELED GRAV-     980,422.6   (mgal)                       NAVD 88
 ON0728
 ON0728  VERT ORDER  -  FIRST     CLASS II
 ON0728
 ON0728.The horizontal coordinates were scaled from a topographic map and have
 ON0728.an estimated accuracy of +/- 6 seconds.
 ON0728
 ON0728.The orthometric height was determined by differential leveling
 ON0728.and adjusted by the National Geodetic Survey in June 1991..
 ON0728
 ON0728.The geoid height was determined by GEOID03.
 ON0728
 ON0728.The dynamic height is computed by dividing the NAVD 88
 ON0728.geopotential number by the normal gravity value computed on the
 ON0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0728.degrees latitude (g = 980.6199 gals.).
 ON0728
 ON0728.The modeled gravity was interpolated from observed gravity values.
 ON0728
 ON0728;                    North         East    Units  Estimated Accuracy
 ON0728;SPC WI S     -   211,930.      527,880.      MT  (+/- 180 meters Scaled)
 ON0728
 ON0728                          SUPERSEDED SURVEY CONTROL
 ON0728
 ON0728.No superseded survey control is available for this station.
 ON0728
 ON0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ688633(NAD 83)
 ON0728_MARKER: F = FLANGE-ENCASED ROD
 ON0728_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ON0728_SP_SET: STAINLESS STEEL ROD
 ON0728_STAMPING: L 230 1985
 ON0728_MARK LOGO: NGS   
 ON0728_PROJECTION: FLUSH
 ON0728_MAGNETIC: I = MARKER IS A STEEL ROD
 ON0728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON0728+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2003
 ON0728_ROD/PIPE-DEPTH: 12.2 meters
 ON0728
 ON0728  HISTORY     - Date     Condition        Report By
 ON0728  HISTORY     - 1985     MONUMENTED       NGS
 ON0728  HISTORY     - 20021009 GOOD             WIDT
 ON0728  HISTORY     - 20030519 GOOD             USPSQD
 ON0728
 ON0728                          STATION DESCRIPTION
 ON0728
 ON0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ON0728'9.5 KM (5.9 MI) WEST FROM SPARTA.
 ON0728'0.8 KM (0.5 MI) WEST ALONG STATE HIGHWAY 16 FROM ITS JUNCTON WITH
 ON0728'STATE HIGHWAY 21 IN SPARTA, THENCE 2.1 KM (1.3 MI) SOUTHERLY ALONG
 ON0728'STATE HIGHWAY 27, THENCE 6.6 KM (4.1 MI) WESTERLY ALONG INTERSTATE
 ON0728'HIGHWAY 90, 136.7 M (448.5 FT) EAST OF MILEPOST 21, 25.8 M (84.6 FT)
 ON0728'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, AND
 ON0728'0.5 M (1.6 FT) EAST OF A T-FENCE CORNER.  NOTE--ACCESS TO DATUM POINT
 ON0728'IS HAD THROUGH A 5-INCH LOGO CAP.
 ON0728'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 ON0728'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 ON0728
 ON0728                          STATION RECOVERY (2002)
 ON0728
 ON0728'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (PJH)
 ON0728'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 ON0728'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 WITH STATE HIGHWAY
 ON0728'162 ABOUT 1 MI (1.61 KM) SOUTHWEST OF BANGOR, GO EAST ON INTERSTATE
 ON0728'HIGHWAY 90 FOR 4.2 MI (6.76 KM) TO THE OVERPASS OF COUNTY HIGHWAY J,
 ON0728'CONTINUE EAST ON INTERSTATE HIGHWAY 90 FOR 1.1 MI (1.77 KM) TO THE
 ON0728'STATION ON THE RIGHT.  THE STATION IS A NATIONAL GEODETIC SURVEY STEEL
 ON0728'ROD AND LOGO CAP VERTICAL CONTROL STATION ABOUT LEVEL WITH THE HIGHWAY
 ON0728'PAVEMENT.  THE STATION IS 26.6 M (87.3 FT) SOUTH OF THE CENTERLINE OF
 ON0728'THE EASTBOUND LANES OF INTERSTATE HIGHWAY 90, 47.0 M (154.2 FT)
 ON0728'SOUTHWEST OF A WOOD POST FOR A MI (1.61 KM) MARKER 21, 17.0 M (55.8
 ON0728'FT) SOUTHWEST OF A WOOD POST FOR AN --EMERGENCY STOPPING-- SIGN, 0.5 M
 ON0728'(1.6 FT) EAST OF A CORNER FENCE POST, 0.3 M (1.0 FT) NORTH OF A FENCE
 ON0728'AND 0.2 M (0.7 FT) NORTH OF AN ORANGE FIBERGLASS WITNESS POST.
 ON0728'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 ON0728'THAN 20 DEGREES ABOVE THE HORIZON.
 ON0728
 ON0728                          STATION RECOVERY (2003)
 ON0728
 ON0728'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 ON0728'RECOVERED IN GOOD CONDITION.  THE STATION IS SOUTH OF A ROAD SIGN
 ON0728'--EMERGENCY STOPPING ONLY--, ABOUT 144 FEET SOUTHWEST OF MILEPOST 21
 ON0728'AT A T IN THE FENCE LINE, 1 FOOT NORTH OF THE FENCE AND ORANGE WITNESS
 ON0728'POST.  THERE ARE NO OBSTRUCTIONS HIGHER THAN 15 DEGREES ABOVE THE
 ON0728'HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0721 ***********************************************************************
 ON0721  DESIGNATION -  L 231
 ON0721  PID         -  ON0721
 ON0721  STATE/COUNTY-  WI/LA CROSSE
 ON0721  USGS QUAD   -  WEST SALEM (1993)
 ON0721
 ON0721                         *CURRENT SURVEY CONTROL
 ON0721  ___________________________________________________________________
 ON0721* NAD 83(1986)-  43 53 31.     (N)    091 01 47.     (W)     SCALED    
 ON0721* NAVD 88     -       238.833  (meters)     783.57   (feet)  ADJUSTED  
 ON0721  ___________________________________________________________________
 ON0721  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 ON0721  DYNAMIC HT  -         238.787 (meters)     783.42  (feet)  COMP
 ON0721  MODELED GRAV-     980,423.5   (mgal)                       NAVD 88
 ON0721
 ON0721  VERT ORDER  -  FIRST     CLASS II
 ON0721
 ON0721.The horizontal coordinates were scaled from a topographic map and have
 ON0721.an estimated accuracy of +/- 6 seconds.
 ON0721
 ON0721.The orthometric height was determined by differential leveling
 ON0721.and adjusted by the National Geodetic Survey in June 1991..
 ON0721
 ON0721.The geoid height was determined by GEOID03.
 ON0721
 ON0721.The dynamic height is computed by dividing the NAVD 88
 ON0721.geopotential number by the normal gravity value computed on the
 ON0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0721.degrees latitude (g = 980.6199 gals.).
 ON0721
 ON0721.The modeled gravity was interpolated from observed gravity values.
 ON0721
 ON0721;                    North         East    Units  Estimated Accuracy
 ON0721;SPC WI S     -   210,690.      517,270.      MT  (+/- 180 meters Scaled)
 ON0721
 ON0721                          SUPERSEDED SURVEY CONTROL
 ON0721
 ON0721.No superseded survey control is available for this station.
 ON0721
 ON0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ582617(NAD 83)
 ON0721_MARKER: DB = BENCH MARK DISK
 ON0721_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ON0721_SP_SET: PIER
 ON0721_STAMPING: L 231 1985
 ON0721_MARK LOGO: NGS   
 ON0721_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ON0721_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ON0721+STABILITY: POSITION/ELEVATION WELL
 ON0721_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0721+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2003
 ON0721
 ON0721  HISTORY     - Date     Condition        Report By
 ON0721  HISTORY     - 1985     MONUMENTED       NGS
 ON0721  HISTORY     - 20021008 GOOD             WIDT
 ON0721  HISTORY     - 20030519 GOOD             USPSQD
 ON0721
 ON0721                          STATION DESCRIPTION
 ON0721
 ON0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ON0721'20.4 KM (12.7 MI) WEST FROM SPARTA.
 ON0721'0.8 KM (0.5 MI) WEST ALONG STATE HIGHWAY 16 FROM ITS JUNCTION WITH
 ON0721'STATE HIGHWAY 21 IN SPARTA, THENCE 2.1 KM (1.3 MI) SOUTHERLY ALONG
 ON0721'STATE HIGHWAY 27, THENCE 17.5 KM (10.85 MI) WESTERLY ALONG INTERSTATE
 ON0721'HIGHWAY 90, SET VERTICALLY IN THE NORTH FACE OF THE MOST NORTHERLY 1
 ON0721'OF 4 COLUMNS OF THE FIRST PIER WEST OF THE EAST ABUTMENT OF THE
 ON0721'WESTBOUND HIGHWAY OVERPASS OF A PAVED ROAD, 29.5 M (96.8 FT) SOUTH OF
 ON0721'THE CENTERLINE OF STATE HIGHWAY B, 6.5 M (21.3 FT) EAST OF THE CENTER
 ON0721'OF THE ROAD, AND 6.3 M (20.7 FT) NORTH OF THE CENTER OF THE WESTBOUND
 ON0721'LANES OF THE INTERSTATE HIGHWAY.
 ON0721'THE MARK IS 1.4 M ABOVE THE GROUND.
 ON0721
 ON0721                          STATION RECOVERY (2002)
 ON0721
 ON0721'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (DJH)
 ON0721'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 ON0721'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 WITH COUNTY HIGHWAY
 ON0721'C IN THE VILLAGE OF WEST SALEM, GO SOUTH ON COUNTY HIGHWAY C FOR 0.1
 ON0721'MI (0.16 KM) TO A STOP SIGN, TURN LEFT AND GO EAST ON COUNTY HIGHWAY C
 ON0721'FOR 2.2 MI (3.54 KM) TO DAVIS ROAD ON THE LEFT, TURN LEFT AND GO NORTH
 ON0721'ON DAVIS ROAD FOR 0.06 MI (0.1 KM) TO THE STATION ON THE RIGHT.  THE
 ON0721'STATION IS A BRONZE NATIONAL GEODETIC SURVEY VERTICAL CONTROL DISK SET
 ON0721'IN THE NORTHERN MOST PIER SUPPORT OF THE WESTBOUND LANES OF INTERSTATE
 ON0721'HIGHWAY 90 ABOUT 2 M (6.6 FT) ABOVE THE ROAD PAVEMENT.  THE STATION IS
 ON0721'6.5 M (21.3 FT) EAST OF THE CENTERLINE OF DAVIS ROAD, 29.3 M (96.1 FT)
 ON0721'SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY B, 17.8 M (58.4 FT)
 ON0721'SOUTHEAST OF A WOOD POST FOR A --DAVIS ROAD-- SIGN AND 16.3 M (53.5
 ON0721'FT) SOUTH OF A WOOD POST FOR A --STOP-- SIGN.  ---NOTE---THIS STATION
 ON0721'IS NOT SUITABLE FOR GPS OBSERVATION DUE TO BEING SET VERTICALLY UNDER
 ON0721'A BRIDGE.
 ON0721
 ON0721                          STATION RECOVERY (2003)
 ON0721
 ON0721'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 ON0721'RECOVERED IN GOOD CONDITION.  ADD-- THE OVERPASS IS OVER DAVIS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0025 ***********************************************************************
 QM0025  DESIGNATION -  L 24
 QM0025  PID         -  QM0025
 QM0025  STATE/COUNTY-  WI/MARINETTE
 QM0025  USGS QUAD   -  DUNBAR NE (1981)
 QM0025
 QM0025                         *CURRENT SURVEY CONTROL
 QM0025  ___________________________________________________________________
 QM0025* NAD 83(1986)-  45 38 44.     (N)    088 04 35.     (W)     SCALED    
 QM0025* NAVD 88     -       330.178  (meters)    1083.26   (feet)  ADJUSTED  
 QM0025  ___________________________________________________________________
 QM0025  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 QM0025  DYNAMIC HT  -         330.158 (meters)    1083.19  (feet)  COMP
 QM0025  MODELED GRAV-     980,545.8   (mgal)                       NAVD 88
 QM0025
 QM0025  VERT ORDER  -  SECOND    CLASS 0
 QM0025
 QM0025.The horizontal coordinates were scaled from a topographic map and have
 QM0025.an estimated accuracy of +/- 6 seconds.
 QM0025
 QM0025.The orthometric height was determined by differential leveling
 QM0025.and adjusted by the National Geodetic Survey in June 1991..
 QM0025
 QM0025.The geoid height was determined by GEOID03.
 QM0025
 QM0025.The dynamic height is computed by dividing the NAVD 88
 QM0025.geopotential number by the normal gravity value computed on the
 QM0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0025.degrees latitude (g = 980.6199 gals.).
 QM0025
 QM0025.The modeled gravity was interpolated from observed gravity values.
 QM0025
 QM0025;                    North         East    Units  Estimated Accuracy
 QM0025;SPC WI C     -   203,160.      749,950.      MT  (+/- 180 meters Scaled)
 QM0025
 QM0025                          SUPERSEDED SURVEY CONTROL
 QM0025
 QM0025  NGVD 29 (??/??/92)  330.172  (m)         1083.24   (f) ADJ UNCH    2 0
 QM0025
 QM0025.Superseded values are not recommended for survey control.
 QM0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0025.See file dsdata.txt to determine how the superseded data were derived.
 QM0025
 QM0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR161552(NAD 83)
 QM0025_MARKER: DB = BENCH MARK DISK
 QM0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0025_STAMPING: L 24 1934
 QM0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0025+STABILITY: SURFACE MOTION
 QM0025_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0025+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2005
 QM0025
 QM0025  HISTORY     - Date     Condition        Report By
 QM0025  HISTORY     - 1934     MONUMENTED       CGS
 QM0025  HISTORY     - 20051212 GOOD             WIDT
 QM0025
 QM0025                          STATION DESCRIPTION
 QM0025
 QM0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QM0025'4.5 MI W FROM PEMBINE.
 QM0025'4.5 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QM0025'MARIE RAILROAD FROM THE STATION AT PEMBINE, 175 FEET WEST
 QM0025'OF MILEPOST 285, AND 20 FEET NORTH OF THE CENTERLINE OF THE
 QM0025'MAIN TRACK.  A STANDARD DISK, STAMPED L 24 1934 AND SET IN
 QM0025'THE TOP OF A CONCRETE POST.
 QM0025
 QM0025                          STATION RECOVERY (2005)
 QM0025
 QM0025'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0025'RECOVERED IN GOOD CONDITION.  ADD THE STATION IS 0.6 M SOUTH OF AN
 QM0025'ORANGE FIBERGLASS WITNESS POST, AND PROTRUDES 8 CM ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0166 ***********************************************************************
 QM0166  DESIGNATION -  L 25
 QM0166  PID         -  QM0166
 QM0166  STATE/COUNTY-  WI/FOREST
 QM0166  USGS QUAD   -  NEWALD (1981)
 QM0166
 QM0166                         *CURRENT SURVEY CONTROL
 QM0166  ___________________________________________________________________
 QM0166* NAD 83(1986)-  45 42 49.     (N)    088 41 13.     (W)     SCALED    
 QM0166* NAVD 88     -       472.984  (meters)    1551.78   (feet)  ADJUSTED  
 QM0166  ___________________________________________________________________
 QM0166  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 QM0166  DYNAMIC HT  -         472.960 (meters)    1551.70  (feet)  COMP
 QM0166  MODELED GRAV-     980,548.5   (mgal)                       NAVD 88
 QM0166
 QM0166  VERT ORDER  -  SECOND    CLASS 0
 QM0166
 QM0166.The horizontal coordinates were scaled from a topographic map and have
 QM0166.an estimated accuracy of +/- 6 seconds.
 QM0166
 QM0166.The orthometric height was determined by differential leveling
 QM0166.and adjusted by the National Geodetic Survey in June 1991..
 QM0166
 QM0166.The geoid height was determined by GEOID03.
 QM0166
 QM0166.The dynamic height is computed by dividing the NAVD 88
 QM0166.geopotential number by the normal gravity value computed on the
 QM0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0166.degrees latitude (g = 980.6199 gals.).
 QM0166
 QM0166.The modeled gravity was interpolated from observed gravity values.
 QM0166
 QM0166;                    North         East    Units  Estimated Accuracy
 QM0166;SPC WI N     -    61,630.      702,230.      MT  (+/- 180 meters Scaled)
 QM0166
 QM0166                          SUPERSEDED SURVEY CONTROL
 QM0166
 QM0166  NGVD 29 (??/??/92)  472.972  (m)         1551.74   (f) ADJ UNCH    2 0
 QM0166
 QM0166.Superseded values are not recommended for survey control.
 QM0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0166.See file dsdata.txt to determine how the superseded data were derived.
 QM0166
 QM0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR687636(NAD 83)
 QM0166_MARKER: DB = BENCH MARK DISK
 QM0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0166_STAMPING: L 25 1934
 QM0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0166+STABILITY: SURFACE MOTION
 QM0166
 QM0166  HISTORY     - Date     Condition        Report By
 QM0166  HISTORY     - 1934     MONUMENTED       CGS
 QM0166  HISTORY     - 1971     MARK NOT FOUND   USGS
 QM0166  HISTORY     - 20051114 MARK NOT FOUND   WIDT
 QM0166
 QM0166                          STATION DESCRIPTION
 QM0166
 QM0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QM0166'5.6 MI N FROM CAVOUR.
 QM0166'5.6 MILES NORTH ALONG STATE HIGHWAY 139 FROM CAVOUR, FOREST
 QM0166'COUNTY 31 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 6 FEET
 QM0166'EAST OF A POLE.  A STANDARD DISK, STAMPED L 25 1934 AND SET
 QM0166'IN THE TOP OF A CONCRETE POST.
 QM0166
 QM0166                          STATION RECOVERY (1971)
 QM0166
 QM0166'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 QM0166'MARK NOT FOUND.
 QM0166
 QM0166                          STATION RECOVERY (2005)
 QM0166
 QM0166'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0166'MARK NOT FOUND.  THE DESCRIPTION PLACES THE STATION IN A REGRADED
 QM0166'DITCH LINE. NO EVIDENCE OF THE STATION WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0279 ***********************************************************************
 QM0279  DESIGNATION -  L 28
 QM0279  PID         -  QM0279
 QM0279  STATE/COUNTY-  WI/SHAWANO
 QM0279  USGS QUAD   -  ANIWA (1973)
 QM0279
 QM0279                         *CURRENT SURVEY CONTROL
 QM0279  ___________________________________________________________________
 QM0279* NAD 83(1986)-  45 01 28.     (N)    089 12 08.     (W)     SCALED    
 QM0279* NAVD 88     -       430.027  (meters)    1410.85   (feet)  ADJUSTED  
 QM0279  ___________________________________________________________________
 QM0279  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 QM0279  DYNAMIC HT  -         429.962 (meters)    1410.63  (feet)  COMP
 QM0279  MODELED GRAV-     980,454.6   (mgal)                       NAVD 88
 QM0279
 QM0279  VERT ORDER  -  SECOND    CLASS 0
 QM0279
 QM0279.The horizontal coordinates were scaled from a topographic map and have
 QM0279.an estimated accuracy of +/- 6 seconds.
 QM0279
 QM0279.The orthometric height was determined by differential leveling
 QM0279.and adjusted by the National Geodetic Survey in June 1991..
 QM0279
 QM0279.The geoid height was determined by GEOID03.
 QM0279
 QM0279.The dynamic height is computed by dividing the NAVD 88
 QM0279.geopotential number by the normal gravity value computed on the
 QM0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0279.degrees latitude (g = 980.6199 gals.).
 QM0279
 QM0279.The modeled gravity was interpolated from observed gravity values.
 QM0279
 QM0279;                    North         East    Units  Estimated Accuracy
 QM0279;SPC WI C     -   132,660.      662,870.      MT  (+/- 180 meters Scaled)
 QM0279
 QM0279                          SUPERSEDED SURVEY CONTROL
 QM0279
 QM0279  NGVD 29 (??/??/92)  430.028  (m)         1410.85   (f) ADJ UNCH    2 0
 QM0279
 QM0279.Superseded values are not recommended for survey control.
 QM0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0279.See file dsdata.txt to determine how the superseded data were derived.
 QM0279
 QM0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ265880(NAD 83)
 QM0279_MARKER: DB = BENCH MARK DISK
 QM0279_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QM0279_SP_SET: PIER
 QM0279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0279
 QM0279  HISTORY     - Date     Condition        Report By
 QM0279  HISTORY     - UNK      MONUMENTED       CGS
 QM0279  HISTORY     - 1934     GOOD             NGS
 QM0279  HISTORY     - 20021202 MARK NOT FOUND   USPSQD
 QM0279  HISTORY     - 20040326 MARK NOT FOUND   USPSQD
 QM0279  HISTORY     - 20050708 MARK NOT FOUND   WIDT
 QM0279
 QM0279                          STATION DESCRIPTION
 QM0279
 QM0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QM0279'1.2 MI N FROM ANIWA.
 QM0279'1.2 MILES N OF ANIWA ALONG CHICAGO AND NORTH-WESTERN RY., IN W.
 QM0279'FACE OF N. COLUMN OF 1ST PIER E. OF TRACKS OF CONC. OVERPASS
 QM0279'(WIS. HIGHWAY 52), 0.2 MILE S. OF MP 199.  MARK IS IN CENTER OF
 QM0279'COLUMN, 3 YDS. E. OF CENTERLINE OF MAIN TRACK AND ABOUT 3 FEET
 QM0279'ABOVE TOP OF RAIL.
 QM0279
 QM0279                          STATION RECOVERY (2002)
 QM0279
 QM0279'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 QM0279'NOT FOUND.  THE RAILROAD TRACKS AND OVERPASS HAVE BEEN REMOVED.
 QM0279
 QM0279                          STATION RECOVERY (2004)
 QM0279
 QM0279'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0279'MARK NOT FOUND.
 QM0279
 QM0279                          STATION RECOVERY (2005)
 QM0279
 QM0279'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0279'NOT FOUND.  ADD--THE RAILROAD TRACKS AND OVERPASS HAVE BEEN REMOVED AS
 QM0279'PREVIOUSLY DESCRIBED IN THE 2002 RECOVERY NOTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0395 ***********************************************************************
 RM0395  DESIGNATION -  L 28
 RM0395  PID         -  RM0395
 RM0395  STATE/COUNTY-  WI/WASHBURN
 RM0395  USGS QUAD   -  MINONG (1982)
 RM0395
 RM0395                         *CURRENT SURVEY CONTROL
 RM0395  ___________________________________________________________________
 RM0395* NAD 83(1986)-  46 05 56.     (N)    091 46 43.     (W)     SCALED    
 RM0395* NAVD 88     -       327.687  (meters)    1075.09   (feet)  ADJUSTED  
 RM0395  ___________________________________________________________________
 RM0395  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 RM0395  DYNAMIC HT  -         327.715 (meters)    1075.18  (feet)  COMP
 RM0395  MODELED GRAV-     980,691.3   (mgal)                       NAVD 88
 RM0395
 RM0395  VERT ORDER  -  FIRST     CLASS II
 RM0395
 RM0395.The horizontal coordinates were scaled from a topographic map and have
 RM0395.an estimated accuracy of +/- 6 seconds.
 RM0395
 RM0395.The orthometric height was determined by differential leveling
 RM0395.and adjusted by the National Geodetic Survey in June 1991..
 RM0395
 RM0395.The geoid height was determined by GEOID03.
 RM0395
 RM0395.The dynamic height is computed by dividing the NAVD 88
 RM0395.geopotential number by the normal gravity value computed on the
 RM0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0395.degrees latitude (g = 980.6199 gals.).
 RM0395
 RM0395.The modeled gravity was interpolated from observed gravity values.
 RM0395
 RM0395;                    North         East    Units  Estimated Accuracy
 RM0395;SPC WI N     -   105,150.      462,490.      MT  (+/- 180 meters Scaled)
 RM0395
 RM0395                          SUPERSEDED SURVEY CONTROL
 RM0395
 RM0395.No superseded survey control is available for this station.
 RM0395
 RM0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM944057(NAD 83)
 RM0395_MARKER: DB = BENCH MARK DISK
 RM0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0395_SP_SET: CONCRETE POST
 RM0395_STAMPING: L 28
 RM0395_PROJECTION: FLUSH
 RM0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0395+STABILITY: SURFACE MOTION
 RM0395
 RM0395  HISTORY     - Date     Condition        Report By
 RM0395  HISTORY     - UNK      MONUMENTED       WIGS
 RM0395  HISTORY     - 1979     GOOD             NGS
 RM0395
 RM0395                          STATION DESCRIPTION
 RM0395
 RM0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RM0395'2.3 MI EAST FROM MINONG.
 RM0395'2.3 MILES EAST ALONG STATE HIGHWAY 77 FROM THE JUNCTION OF U.S.
 RM0395'HIGHWAY 53 IN MINONG, AT A ROAD JUNCTION, 33.0 FT. SOUTH OF THE
 RM0395'CENTERLINE OF THE HIGHWAY, 37.0 FT. EAST OF A CORNER FENCE POST,
 RM0395'108 FT. WEST OF THE CENTER OF THE ROAD JUNCTION.  NOTE-THE L IN THE
 RM0395'STAMPING APPEARS TO BE AN UPSIDE DOWN T.
 RM0395'THE MARK IS 1 FT  S FROM A WITNESS POST.
 RM0395'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0218 ***********************************************************************
 QM0218  DESIGNATION -  L 29
 QM0218  PID         -  QM0218
 QM0218  STATE/COUNTY-  WI/ONEIDA
 QM0218  USGS QUAD   -  MONICO (1965)
 QM0218
 QM0218                         *CURRENT SURVEY CONTROL
 QM0218  ___________________________________________________________________
 QM0218* NAD 83(1986)-  45 33 11.     (N)    089 09 58.     (W)     SCALED    
 QM0218* NAVD 88     -       509.054  (meters)    1670.12   (feet)  ADJUSTED  
 QM0218  ___________________________________________________________________
 QM0218  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 QM0218  DYNAMIC HT  -         509.015 (meters)    1669.99  (feet)  COMP
 QM0218  MODELED GRAV-     980,522.7   (mgal)                       NAVD 88
 QM0218
 QM0218  VERT ORDER  -  SECOND    CLASS 0
 QM0218
 QM0218.The horizontal coordinates were scaled from a topographic map and have
 QM0218.an estimated accuracy of +/- 6 seconds.
 QM0218
 QM0218.The orthometric height was determined by differential leveling
 QM0218.and adjusted by the National Geodetic Survey in June 1991..
 QM0218
 QM0218.The geoid height was determined by GEOID03.
 QM0218
 QM0218.The dynamic height is computed by dividing the NAVD 88
 QM0218.geopotential number by the normal gravity value computed on the
 QM0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0218.degrees latitude (g = 980.6199 gals.).
 QM0218
 QM0218.The modeled gravity was interpolated from observed gravity values.
 QM0218
 QM0218;                    North         East    Units  Estimated Accuracy
 QM0218;SPC WI N     -    43,290.      665,110.      MT  (+/- 180 meters Scaled)
 QM0218
 QM0218                          SUPERSEDED SURVEY CONTROL
 QM0218
 QM0218  NGVD 29 (??/??/92)  509.039  (m)         1670.07   (f) ADJ UNCH    2 0
 QM0218
 QM0218.Superseded values are not recommended for survey control.
 QM0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0218.See file dsdata.txt to determine how the superseded data were derived.
 QM0218
 QM0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR309466(NAD 83)
 QM0218_MARKER: DB = BENCH MARK DISK
 QM0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0218+STABILITY: SURFACE MOTION
 QM0218
 QM0218  HISTORY     - Date     Condition        Report By
 QM0218  HISTORY     - UNK      MONUMENTED       CGS
 QM0218  HISTORY     - 1934     GOOD             NGS
 QM0218  HISTORY     - 19880819 MARK NOT FOUND   USPSQD
 QM0218
 QM0218                          STATION DESCRIPTION
 QM0218
 QM0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QM0218'1.7 MI S FROM MONICO.
 QM0218'1.7 MILES S. OF MONICO ALONG CHICAGO AND NORTHWESTERN RY. AT
 QM0218'POWER LINE CROSSING.  0.2 MILE N. OF MP 238.  MARK IS AT FENCE,
 QM0218'16 YDS. E. OF CENTER LINE OF TRACK, 16 YDS. S. OF CENTER LINE
 QM0218'OF CROSS ROAD AND 5 FT. N.E. OF TELEGRAPH POLE.
 QM0218
 QM0218                          STATION RECOVERY (1988)
 QM0218
 QM0218'RECOVERY NOTE BY US POWER SQUADRON 1988 (JTS)
 QM0218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0123 ***********************************************************************
 QM0123  DESIGNATION -  L 30
 QM0123  PID         -  QM0123
 QM0123  STATE/COUNTY-  WI/LANGLADE
 QM0123  USGS QUAD   -  POLAR (1973)
 QM0123
 QM0123                         *CURRENT SURVEY CONTROL
 QM0123  ___________________________________________________________________
 QM0123* NAD 83(1986)-  45 11 51.     (N)    088 56 22.     (W)     SCALED    
 QM0123* NAVD 88     -       486.444  (meters)    1595.94   (feet)  ADJUSTED  
 QM0123  ___________________________________________________________________
 QM0123  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 QM0123  DYNAMIC HT  -         486.372 (meters)    1595.71  (feet)  COMP
 QM0123  MODELED GRAV-     980,454.5   (mgal)                       NAVD 88
 QM0123
 QM0123  VERT ORDER  -  SECOND    CLASS 0
 QM0123
 QM0123.The horizontal coordinates were scaled from a topographic map and have
 QM0123.an estimated accuracy of +/- 6 seconds.
 QM0123
 QM0123.The orthometric height was determined by differential leveling
 QM0123.and adjusted by the National Geodetic Survey in June 1991..
 QM0123
 QM0123.The geoid height was determined by GEOID03.
 QM0123
 QM0123.The dynamic height is computed by dividing the NAVD 88
 QM0123.geopotential number by the normal gravity value computed on the
 QM0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0123.degrees latitude (g = 980.6199 gals.).
 QM0123
 QM0123.The modeled gravity was interpolated from observed gravity values.
 QM0123
 QM0123;                    North         East    Units  Estimated Accuracy
 QM0123;SPC WI C     -   152,130.      683,330.      MT  (+/- 180 meters Scaled)
 QM0123
 QM0123                          SUPERSEDED SURVEY CONTROL
 QM0123
 QM0123  NGVD 29 (??/??/92)  486.428  (m)         1595.89   (f) ADJ UNCH    2 0
 QM0123
 QM0123.Superseded values are not recommended for survey control.
 QM0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0123.See file dsdata.txt to determine how the superseded data were derived.
 QM0123
 QM0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR476067(NAD 83)
 QM0123_MARKER: DB = BENCH MARK DISK
 QM0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0123+STABILITY: SURFACE MOTION
 QM0123
 QM0123  HISTORY     - Date     Condition        Report By
 QM0123  HISTORY     - UNK      MONUMENTED       CGS
 QM0123  HISTORY     - 1934     GOOD             NGS
 QM0123  HISTORY     - 1952     MARK NOT FOUND   USGS
 QM0123  HISTORY     - 20050906 MARK NOT FOUND   WIDT
 QM0123
 QM0123                          STATION DESCRIPTION
 QM0123
 QM0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QM0123'3.9 MI NW FROM ELTON.
 QM0123'3.9 MILES N.W. OF ELTON ALONG CHICAGO AND NORTHWESTERN RY. 25
 QM0123'YDS. W. OF MP 14 AT POINT WHERE HIGHWAY CURVES FROM TRACK.  MARK
 QM0123'IS AT FENCE, 16 YDS. S. OF CENTER LINE OF TRACK, AND 21 YDS.
 QM0123'W. OF FENCE CORNER.
 QM0123
 QM0123                          STATION RECOVERY (1952)
 QM0123
 QM0123'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 QM0123'MARK NOT FOUND.
 QM0123
 QM0123                          STATION RECOVERY (2005)
 QM0123
 QM0123'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0123'MARK NOT FOUND. ADD--THERE HAS BEEN SOME EXTENSIVE EXCAVATION IN THE
 QM0123'DESRCIBED AREA OF THE OLD ROAD CORNER. NO EVIDENCE OF THE STATION
 QM0123'REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0238 ***********************************************************************
 QM0238  DESIGNATION -  L 31
 QM0238  PID         -  QM0238
 QM0238  STATE/COUNTY-  WI/VILAS
 QM0238  USGS QUAD   -  EAGLE RIVER EAST (1970)
 QM0238
 QM0238                         *CURRENT SURVEY CONTROL
 QM0238  ___________________________________________________________________
 QM0238* NAD 83(1986)-  45 58 01.     (N)    089 14 22.     (W)     SCALED    
 QM0238* NAVD 88     -       500.604  (meters)    1642.40   (feet)  ADJUSTED  
 QM0238  ___________________________________________________________________
 QM0238  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 QM0238  DYNAMIC HT  -         500.592 (meters)    1642.36  (feet)  COMP
 QM0238  MODELED GRAV-     980,574.3   (mgal)                       NAVD 88
 QM0238
 QM0238  VERT ORDER  -  SECOND    CLASS 0
 QM0238
 QM0238.The horizontal coordinates were scaled from a topographic map and have
 QM0238.an estimated accuracy of +/- 6 seconds.
 QM0238
 QM0238.The orthometric height was determined by differential leveling
 QM0238.and adjusted by the National Geodetic Survey in June 1991..
 QM0238
 QM0238.The geoid height was determined by GEOID03.
 QM0238
 QM0238.The dynamic height is computed by dividing the NAVD 88
 QM0238.geopotential number by the normal gravity value computed on the
 QM0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0238.degrees latitude (g = 980.6199 gals.).
 QM0238
 QM0238.The modeled gravity was interpolated from observed gravity values.
 QM0238
 QM0238;                    North         East    Units  Estimated Accuracy
 QM0238;SPC WI N     -    89,230.      658,950.      MT  (+/- 180 meters Scaled)
 QM0238
 QM0238                          SUPERSEDED SURVEY CONTROL
 QM0238
 QM0238  NGVD 29 (??/??/92)  500.605  (m)         1642.40   (f) ADJ UNCH    2 0
 QM0238
 QM0238.Superseded values are not recommended for survey control.
 QM0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0238.See file dsdata.txt to determine how the superseded data were derived.
 QM0238
 QM0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR264928(NAD 83)
 QM0238_MARKER: DB = BENCH MARK DISK
 QM0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0238+STABILITY: SURFACE MOTION
 QM0238
 QM0238  HISTORY     - Date     Condition        Report By
 QM0238  HISTORY     - UNK      MONUMENTED       CGS
 QM0238  HISTORY     - 1934     GOOD             NGS
 QM0238  HISTORY     - 1948     MARK NOT FOUND   NGS
 QM0238  HISTORY     - 20051004 MARK NOT FOUND   WIDT
 QM0238
 QM0238                          STATION DESCRIPTION
 QM0238
 QM0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QM0238'3.9 MI N FROM EAGLE RIVER.
 QM0238'3.9 MILES NORTH OF BY HIGHWAY ALONG STATE HIGHWAY 26 AT THE
 QM0238'JUNCTION WITH STATE HIGHWAY 70 40 FEET WEST OF 26 50 FEET NORTH
 QM0238'OF 70 100 FEET NORTH OF ILLINOIS TAVERN 1 IN ABOVE THE GROUND.
 QM0238
 QM0238                          STATION RECOVERY (1948)
 QM0238
 QM0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 QM0238'MARK NOT FOUND.
 QM0238
 QM0238                          STATION RECOVERY (2005)
 QM0238
 QM0238'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0238'MARK NOT FOUND. ADD- THE PUBLISHED DISTANCES INTERSECT AT A POINT, BUT
 QM0238'NO EVIDENCE OF THE STATION WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0066 ***********************************************************************
 QN0066  DESIGNATION -  L 33
 QN0066  PID         -  QN0066
 QN0066  STATE/COUNTY-  WI/LINCOLN
 QN0066  USGS QUAD   -  GOODRICH (1981)
 QN0066
 QN0066                         *CURRENT SURVEY CONTROL
 QN0066  ___________________________________________________________________
 QN0066* NAD 83(1986)-  45 09 01.     (N)    090 01 34.     (W)     SCALED    
 QN0066* NAVD 88     -       452.608  (meters)    1484.93   (feet)  ADJUSTED  
 QN0066  ___________________________________________________________________
 QN0066  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 QN0066  DYNAMIC HT  -         452.561 (meters)    1484.78  (feet)  COMP
 QN0066  MODELED GRAV-     980,501.0   (mgal)                       NAVD 88
 QN0066
 QN0066  VERT ORDER  -  SECOND    CLASS 0
 QN0066
 QN0066.The horizontal coordinates were scaled from a topographic map and have
 QN0066.an estimated accuracy of +/- 6 seconds.
 QN0066
 QN0066.The orthometric height was determined by differential leveling
 QN0066.and adjusted by the National Geodetic Survey in June 1991..
 QN0066
 QN0066.The geoid height was determined by GEOID03.
 QN0066
 QN0066.The dynamic height is computed by dividing the NAVD 88
 QN0066.geopotential number by the normal gravity value computed on the
 QN0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0066.degrees latitude (g = 980.6199 gals.).
 QN0066
 QN0066.The modeled gravity was interpolated from observed gravity values.
 QN0066
 QN0066;                    North         East    Units  Estimated Accuracy
 QN0066;SPC WI C     -   146,340.      597,950.      MT  (+/- 180 meters Scaled)
 QN0066
 QN0066                          SUPERSEDED SURVEY CONTROL
 QN0066
 QN0066  NGVD 29 (??/??/92)  452.613  (m)         1484.95   (f) ADJ UNCH    2 0
 QN0066
 QN0066.Superseded values are not recommended for survey control.
 QN0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0066.See file dsdata.txt to determine how the superseded data were derived.
 QN0066
 QN0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL337039(NAD 83)
 QN0066_MARKER: DB = BENCH MARK DISK
 QN0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0066+STABILITY: SURFACE MOTION
 QN0066
 QN0066  HISTORY     - Date     Condition        Report By
 QN0066  HISTORY     - UNK      MONUMENTED       CGS
 QN0066  HISTORY     - 1934     GOOD             NGS
 QN0066  HISTORY     - 1950     GOOD             USGS
 QN0066  HISTORY     - 1975     MARK NOT FOUND   USGS
 QN0066
 QN0066                          STATION DESCRIPTION
 QN0066
 QN0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QN0066'2.6 MI E FROM GOODRICH.
 QN0066'ALONG STATE HIGHWAY 64, 22 FEET NORTH OF CENTER OF HIGHWAY, TO
 QN0066'THE WEST OF FAINT LOGGING ROAD LEADING TO NORTH, ON THE TOP OF A
 QN0066'STEEL HILL, 5 IN ABOVE THE GROUND.
 QN0066
 QN0066                          STATION RECOVERY (1950)
 QN0066
 QN0066'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 QN0066'RECOVERED IN GOOD CONDITION.
 QN0066
 QN0066                          STATION RECOVERY (1975)
 QN0066
 QN0066'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 QN0066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0013 ***********************************************************************
 PO0013  DESIGNATION -  L 34
 PO0013  PID         -  PO0013
 PO0013  STATE/COUNTY-  WI/CLARK
 PO0013  USGS QUAD   -  ABBOTSFORD (1981)
 PO0013
 PO0013                         *CURRENT SURVEY CONTROL
 PO0013  ___________________________________________________________________
 PO0013* NAD 83(1986)-  44 56 43.     (N)    090 19 07.     (W)     SCALED    
 PO0013* NAVD 88     -       433.148  (meters)    1421.09   (feet)  ADJUSTED  
 PO0013  ___________________________________________________________________
 PO0013  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 PO0013  DYNAMIC HT  -         433.088 (meters)    1420.89  (feet)  COMP
 PO0013  MODELED GRAV-     980,467.3   (mgal)                       NAVD 88
 PO0013
 PO0013  VERT ORDER  -  SECOND    CLASS 0
 PO0013
 PO0013.The horizontal coordinates were scaled from a topographic map and have
 PO0013.an estimated accuracy of +/- 6 seconds.
 PO0013
 PO0013.The orthometric height was determined by differential leveling
 PO0013.and adjusted by the National Geodetic Survey in June 1991..
 PO0013
 PO0013.The geoid height was determined by GEOID03.
 PO0013
 PO0013.The dynamic height is computed by dividing the NAVD 88
 PO0013.geopotential number by the normal gravity value computed on the
 PO0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0013.degrees latitude (g = 980.6199 gals.).
 PO0013
 PO0013.The modeled gravity was interpolated from observed gravity values.
 PO0013
 PO0013;                    North         East    Units  Estimated Accuracy
 PO0013;SPC WI C     -   123,610.      574,860.      MT  (+/- 180 meters Scaled)
 PO0013
 PO0013                          SUPERSEDED SURVEY CONTROL
 PO0013
 PO0013  NGVD 29 (??/??/92)  433.148  (m)         1421.09   (f) ADJ UNCH    2 0
 PO0013
 PO0013.Superseded values are not recommended for survey control.
 PO0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0013.See file dsdata.txt to determine how the superseded data were derived.
 PO0013
 PO0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK115803(NAD 83)
 PO0013_MARKER: DB = BENCH MARK DISK
 PO0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0013_STAMPING: L 34 1934
 PO0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0013+STABILITY: SURFACE MOTION
 PO0013
 PO0013  HISTORY     - Date     Condition        Report By
 PO0013  HISTORY     - 1934     MONUMENTED       CGS
 PO0013  HISTORY     - 1958     MARK NOT FOUND   NGS
 PO0013  HISTORY     - 20031030 MARK NOT FOUND   WIDT
 PO0013
 PO0013                          STATION DESCRIPTION
 PO0013
 PO0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 PO0013'AT ABBOTSFORD.
 PO0013'AT ABBOTSFORD, CLARK COUNTY, ABOUT 60 FEET NORTH OF THE
 PO0013'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY STATION,
 PO0013'35 FEET SOUTH OF STATE HIGHWAY 29, 7 FEET SOUTH OF A PLATFORM,
 PO0013'2 FEET EAST OF THE WEST WALK TO THE STATION, AND 20 FEET EAST
 PO0013'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED L
 PO0013'34 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- MEASURED
 PO0013'ACCORDING TO ALL INFORMATION RECEIVED BUT UNABLE TO LOCATE.
 PO0013
 PO0013                          STATION RECOVERY (2003)
 PO0013
 PO0013'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0065 ***********************************************************************
 PO0065  DESIGNATION -  L 35
 PO0065  PID         -  PO0065
 PO0065  STATE/COUNTY-  WI/MARATHON
 PO0065  USGS QUAD   -  STRATFORD (1981)
 PO0065
 PO0065                         *CURRENT SURVEY CONTROL
 PO0065  ___________________________________________________________________
 PO0065* NAD 83(1986)-  44 47 54.     (N)    090 04 41.     (W)     SCALED    
 PO0065* NAVD 88     -       381.623  (meters)    1252.04   (feet)  ADJUSTED  
 PO0065  ___________________________________________________________________
 PO0065  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 PO0065  DYNAMIC HT  -         381.567 (meters)    1251.86  (feet)  COMP
 PO0065  MODELED GRAV-     980,459.1   (mgal)                       NAVD 88
 PO0065
 PO0065  VERT ORDER  -  SECOND    CLASS 0
 PO0065
 PO0065.The horizontal coordinates were scaled from a topographic map and have
 PO0065.an estimated accuracy of +/- 6 seconds.
 PO0065
 PO0065.The orthometric height was determined by differential leveling
 PO0065.and adjusted by the National Geodetic Survey in June 1991..
 PO0065
 PO0065.The geoid height was determined by GEOID03.
 PO0065
 PO0065.The dynamic height is computed by dividing the NAVD 88
 PO0065.geopotential number by the normal gravity value computed on the
 PO0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0065.degrees latitude (g = 980.6199 gals.).
 PO0065
 PO0065.The modeled gravity was interpolated from observed gravity values.
 PO0065
 PO0065;                    North         East    Units  Estimated Accuracy
 PO0065;SPC WI C     -   107,230.      593,820.      MT  (+/- 180 meters Scaled)
 PO0065
 PO0065                          SUPERSEDED SURVEY CONTROL
 PO0065
 PO0065  NGVD 29 (??/??/92)  381.638  (m)         1252.09   (f) ADJ UNCH    2 0
 PO0065
 PO0065.Superseded values are not recommended for survey control.
 PO0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0065.See file dsdata.txt to determine how the superseded data were derived.
 PO0065
 PO0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK311647(NAD 83)
 PO0065_MARKER: DB = BENCH MARK DISK
 PO0065_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PO0065_SP_SET: BRIDGE
 PO0065_STAMPING: L 35 1934
 PO0065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PO0065
 PO0065  HISTORY     - Date     Condition        Report By
 PO0065  HISTORY     - 1934     MONUMENTED       CGS
 PO0065  HISTORY     - 20031022 MARK NOT FOUND   WIDT
 PO0065
 PO0065                          STATION DESCRIPTION
 PO0065
 PO0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PO0065'0.4 MI W FROM STRATFORD.
 PO0065'ABOUT 0.4 MILE SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 PO0065'RAILWAY FROM STRATFORD, MARATHON COUNTY, ABOUT 144 FEET NORTH
 PO0065'ALONG STATE HIGHWAY 97 FROM THE CENTER LINE OF THE MAIN TRACK,
 PO0065'AT A BRIDGE, IN THE TOP OF THE EAST CONCRETE HEAD WALL, 1 FOOT
 PO0065'NORTH OF THE SOUTH END, AND 13 FEET EAST OF THE CENTER LINE OF
 PO0065'THE HIGHWAY.  A STANDARD DISK, STAMPED L 35 1934.
 PO0065
 PO0065                          STATION RECOVERY (2003)
 PO0065
 PO0065'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0065'BRIDGE GONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0066 ***********************************************************************
 PO0066  DESIGNATION -  L 35 RESET
 PO0066  PID         -  PO0066
 PO0066  STATE/COUNTY-  WI/MARATHON
 PO0066  USGS QUAD   -  STRATFORD (1981)
 PO0066
 PO0066                         *CURRENT SURVEY CONTROL
 PO0066  ___________________________________________________________________
 PO0066* NAD 83(1986)-  44 47 54.     (N)    090 04 42.     (W)     SCALED    
 PO0066* NAVD 88     -       382.08   (+/-2cm)    1253.5    (feet)  VERTCON   
 PO0066  ___________________________________________________________________
 PO0066  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 PO0066
 PO0066  VERT ORDER  -  THIRD (See Below)
 PO0066
 PO0066.The horizontal coordinates were scaled from a topographic map and have
 PO0066.an estimated accuracy of +/- 6 seconds.
 PO0066
 PO0066.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0066.The vertical order pertains to the NGVD 29 superseded value.
 PO0066
 PO0066.The geoid height was determined by GEOID03.
 PO0066
 PO0066;                    North         East    Units  Estimated Accuracy
 PO0066;SPC WI C     -   107,230.      593,800.      MT  (+/- 180 meters Scaled)
 PO0066
 PO0066                          SUPERSEDED SURVEY CONTROL
 PO0066
 PO0066  NGVD 29 (09/01/04)  382.10   (m)         1253.6    (f) RESET       3  
 PO0066
 PO0066.Superseded values are not recommended for survey control.
 PO0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0066.See file dsdata.txt to determine how the superseded data were derived.
 PO0066
 PO0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK310647(NAD 83)
 PO0066_MARKER: DD = SURVEY DISK
 PO0066_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PO0066_SP_SET: BRIDGE
 PO0066_STAMPING: L 35 RESET 1967
 PO0066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PO0066
 PO0066  HISTORY     - Date     Condition        Report By
 PO0066  HISTORY     - 1967     MONUMENTED       LOCSUR
 PO0066  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 PO0066
 PO0066                          STATION DESCRIPTION
 PO0066
 PO0066'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1967
 PO0066'0.4 MI SW FROM STRATFORD.
 PO0066'ABOUT 0.4 MILE SOUTHWEST ALONG THE CHICAGO AND NORTHWESTERN
 PO0066'RAILWAY FROM STRATFORD, 134 FEET NORTH ALONG STATE TRUNK HIGHWAY
 PO0066'97 FROM THE CENTER OF THE MAIN TRACK, AT A BRIDGE IN THE TOP OF
 PO0066'THE WEST PARPET WALL, 1 FOOT NORTH OF THE SOUTH END, 23 FEET
 PO0066'WEST OF THE CENTER LINE OF THE HIGHWAY.
 PO0066
 PO0066                          STATION RECOVERY (2004)
 PO0066
 PO0066'RECOVERY NOTE BY US POWER SQUADRON 2004 (DS)
 PO0066'RAILROAD REMOVED. BRIDGE RECONSTRUCTED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0605 ***********************************************************************
 PN0605  DESIGNATION -  L 36
 PN0605  PID         -  PN0605
 PN0605  STATE/COUNTY-  WI/MARATHON
 PN0605  USGS QUAD   -  WAUSAU EAST (1993)
 PN0605
 PN0605                         *CURRENT SURVEY CONTROL
 PN0605  ___________________________________________________________________
 PN0605* NAD 83(1986)-  44 54 47.     (N)    089 33 49.     (W)     SCALED    
 PN0605* NAVD 88     -       371.424  (meters)    1218.58   (feet)  ADJUSTED  
 PN0605  ___________________________________________________________________
 PN0605  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 PN0605  DYNAMIC HT  -         371.369 (meters)    1218.40  (feet)  COMP
 PN0605  MODELED GRAV-     980,459.3   (mgal)                       NAVD 88
 PN0605
 PN0605  VERT ORDER  -  SECOND    CLASS 0
 PN0605
 PN0605.The horizontal coordinates were scaled from a topographic map and have
 PN0605.an estimated accuracy of +/- 6 seconds.
 PN0605
 PN0605.The orthometric height was determined by differential leveling
 PN0605.and adjusted by the National Geodetic Survey in June 1991..
 PN0605
 PN0605.The geoid height was determined by GEOID03.
 PN0605
 PN0605.The dynamic height is computed by dividing the NAVD 88
 PN0605.geopotential number by the normal gravity value computed on the
 PN0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0605.degrees latitude (g = 980.6199 gals.).
 PN0605
 PN0605.The modeled gravity was interpolated from observed gravity values.
 PN0605
 PN0605;                    North         East    Units  Estimated Accuracy
 PN0605;SPC WI C     -   120,070.      634,460.      MT  (+/- 180 meters Scaled)
 PN0605
 PN0605                          SUPERSEDED SURVEY CONTROL
 PN0605
 PN0605  NGVD 29 (??/??/92)  371.436  (m)         1218.62   (f) ADJ UNCH    2 0
 PN0605
 PN0605.Superseded values are not recommended for survey control.
 PN0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0605.See file dsdata.txt to determine how the superseded data were derived.
 PN0605
 PN0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ976764(NAD 83)
 PN0605_MARKER: DB = BENCH MARK DISK
 PN0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0605+STABILITY: SURFACE MOTION
 PN0605
 PN0605  HISTORY     - Date     Condition        Report By
 PN0605  HISTORY     - UNK      MONUMENTED       CGS
 PN0605  HISTORY     - 1934     GOOD             NGS
 PN0605
 PN0605                          STATION DESCRIPTION
 PN0605
 PN0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PN0605'NEAR KELLY.
 PN0605'125 FEET WEST OF WEST LINE OF KELLY DEPOT 45 FEET SOUTH OF
 PN0605'CENTER OF MAIN TRACK OF C. AND N.W. RY 18 INCHES NORTH OF FENCE
 PN0605'25 FEET WEST OF CENTER OF ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0349 ***********************************************************************
 PN0349  DESIGNATION -  L 37
 PN0349  PID         -  PN0349
 PN0349  STATE/COUNTY-  WI/PORTAGE
 PN0349  USGS QUAD   -  ROSHOLT (1981)
 PN0349
 PN0349                         *CURRENT SURVEY CONTROL
 PN0349  ___________________________________________________________________
 PN0349* NAD 83(1986)-  44 37 39.     (N)    089 18 16.     (W)     SCALED    
 PN0349* NAVD 88     -       344.189  (meters)    1129.23   (feet)  ADJUSTED  
 PN0349  ___________________________________________________________________
 PN0349  GEOID HEIGHT-         -36.00  (meters)                     GEOID03
 PN0349  DYNAMIC HT  -         344.125 (meters)    1129.02  (feet)  COMP
 PN0349  MODELED GRAV-     980,423.3   (mgal)                       NAVD 88
 PN0349
 PN0349  VERT ORDER  -  SECOND    CLASS 0
 PN0349
 PN0349.The horizontal coordinates were scaled from a topographic map and have
 PN0349.an estimated accuracy of +/- 6 seconds.
 PN0349
 PN0349.The orthometric height was determined by differential leveling
 PN0349.and adjusted by the National Geodetic Survey in June 1991..
 PN0349
 PN0349.The geoid height was determined by GEOID03.
 PN0349
 PN0349.The dynamic height is computed by dividing the NAVD 88
 PN0349.geopotential number by the normal gravity value computed on the
 PN0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0349.degrees latitude (g = 980.6199 gals.).
 PN0349
 PN0349.The modeled gravity was interpolated from observed gravity values.
 PN0349
 PN0349;                    North         East    Units  Estimated Accuracy
 PN0349;SPC WI C     -    88,480.      655,190.      MT  (+/- 180 meters Scaled)
 PN0349
 PN0349                          SUPERSEDED SURVEY CONTROL
 PN0349
 PN0349  NGVD 29 (??/??/92)  344.204  (m)         1129.28   (f) ADJ UNCH    2 0
 PN0349
 PN0349.Superseded values are not recommended for survey control.
 PN0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0349.See file dsdata.txt to determine how the superseded data were derived.
 PN0349
 PN0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ172441(NAD 83)
 PN0349_MARKER: DB = BENCH MARK DISK
 PN0349_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PN0349_SP_SET: BRIDGE
 PN0349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0349_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0349+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2002
 PN0349
 PN0349  HISTORY     - Date     Condition        Report By
 PN0349  HISTORY     - UNK      MONUMENTED       CGS
 PN0349  HISTORY     - 1934     GOOD             NGS
 PN0349  HISTORY     - 20020726 GOOD             GEOCAC
 PN0349  HISTORY     - 20040111 MARK NOT FOUND   USPSQD
 PN0349
 PN0349                          STATION DESCRIPTION
 PN0349
 PN0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PN0349'IN ROSHOLT.
 PN0349'IN THE NORTHWEST ABUTMENT OF BRIDGE ON HIGHWAY 66.  130 FT. WEST
 PN0349'OF THE C. N.W. R.R.  ABOUT 375 FT. SOUTH OF ROSHOLT STATION.
 PN0349'MARK IS PLACED UNDER RAILING OF THE BRIDGE SO THAT ROD CANNOT
 PN0349'BE HELD EXACTLY PLUMB.
 PN0349
 PN0349                          STATION RECOVERY (2002)
 PN0349
 PN0349'RECOVERY NOTE BY GEOCACHING 2002 (RFC)
 PN0349'RECOVERED IN GOOD CONDITION.
 PN0349
 PN0349                          STATION RECOVERY (2004)
 PN0349
 PN0349'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0349'NOT FOUND.  RAILROAD HAS BEEN REMOVED AND THE BRIDGE HAS BEEN
 PN0349'REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0550 ***********************************************************************
 PN0550  DESIGNATION -  L 38
 PN0550  PID         -  PN0550
 PN0550  STATE/COUNTY-  WI/MARATHON
 PN0550  USGS QUAD   -  MOSINEE (1982)
 PN0550
 PN0550                         *CURRENT SURVEY CONTROL
 PN0550  ___________________________________________________________________
 PN0550* NAD 83(1986)-  44 46 19.     (N)    089 42 36.     (W)     SCALED    
 PN0550* NAVD 88     -       349.081  (meters)    1145.28   (feet)  ADJUSTED  
 PN0550  ___________________________________________________________________
 PN0550  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 PN0550  DYNAMIC HT  -         349.020 (meters)    1145.08  (feet)  COMP
 PN0550  MODELED GRAV-     980,435.2   (mgal)                       NAVD 88
 PN0550
 PN0550  VERT ORDER  -  SECOND    CLASS 0
 PN0550
 PN0550.The horizontal coordinates were scaled from a topographic map and have
 PN0550.an estimated accuracy of +/- 6 seconds.
 PN0550
 PN0550.The orthometric height was determined by differential leveling
 PN0550.and adjusted by the National Geodetic Survey in June 1991..
 PN0550
 PN0550.The geoid height was determined by GEOID03.
 PN0550
 PN0550.The dynamic height is computed by dividing the NAVD 88
 PN0550.geopotential number by the normal gravity value computed on the
 PN0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0550.degrees latitude (g = 980.6199 gals.).
 PN0550
 PN0550.The modeled gravity was interpolated from observed gravity values.
 PN0550
 PN0550;                    North         East    Units  Estimated Accuracy
 PN0550;SPC WI C     -   104,340.      622,960.      MT  (+/- 180 meters Scaled)
 PN0550
 PN0550                          SUPERSEDED SURVEY CONTROL
 PN0550
 PN0550  NGVD 29 (??/??/92)  349.089  (m)         1145.30   (f) ADJ UNCH    2 0
 PN0550
 PN0550.Superseded values are not recommended for survey control.
 PN0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0550.See file dsdata.txt to determine how the superseded data were derived.
 PN0550
 PN0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ855611(NAD 83)
 PN0550_MARKER: DB = BENCH MARK DISK
 PN0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0550_STAMPING: L 38 1934
 PN0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0550+STABILITY: SURFACE MOTION
 PN0550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0550+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2004
 PN0550
 PN0550  HISTORY     - Date     Condition        Report By
 PN0550  HISTORY     - 1934     MONUMENTED       CGS
 PN0550  HISTORY     - 1962     GOOD             USGS
 PN0550  HISTORY     - 19950422 GOOD             USPSQD
 PN0550  HISTORY     - 20020614 GOOD             JCLS
 PN0550  HISTORY     - 20040423 GOOD             JCLS
 PN0550  HISTORY     - 20040426 GOOD             JCLS
 PN0550
 PN0550                          STATION DESCRIPTION
 PN0550
 PN0550'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 PN0550'2 MI S FROM MOSINEE.
 PN0550'MOSINEE, ABOUT 2 MI. S. OF ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 PN0550'AND PACIFIC RAILROAD, ABOUT 1/2 MI. N. OF MILEPOST 76, NEAR COR.
 PN0550'SECS. 5, 6, 31 AND 32, TPS. 26 AND 27 N., R. 7 E., 32 FT. S.,
 PN0550'46 FT. W. OF, AND 1.6 FT. LOWER THAN CENTERLINE X-ING OF RR TRACK
 PN0550'AND E.-W. RD., 6 FT. SE. OF TELEPHONE POLE, 4 FT. E. OF FENCE,
 PN0550'IN CONCRETE POST, STANDARD DISK STAMPED L 38 1934.  PAINTED BM
 PN0550'1145.3.
 PN0550
 PN0550                          STATION RECOVERY (1995)
 PN0550
 PN0550'RECOVERY NOTE BY US POWER SQUADRON 1995
 PN0550'RECOVERED IN GOOD CONDITION.
 PN0550
 PN0550                          STATION RECOVERY (2002)
 PN0550
 PN0550'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 PN0550'RECOVERED IN GOOD CONDITION.
 PN0550
 PN0550                          STATION RECOVERY (2004)
 PN0550
 PN0550'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 PN0550'RECOVERED IN GOOD CONDITION.
 PN0550
 PN0550                          STATION RECOVERY (2004)
 PN0550
 PN0550'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 PN0550'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0364 ***********************************************************************
 QM0364  DESIGNATION -  L 39
 QM0364  PID         -  QM0364
 QM0364  STATE/COUNTY-  WI/MARATHON
 QM0364  USGS QUAD   -  BROKAW (1982)
 QM0364
 QM0364                         *CURRENT SURVEY CONTROL
 QM0364  ___________________________________________________________________
 QM0364* NAD 83(1986)-  45 03 32.     (N)    089 38 19.     (W)     SCALED    
 QM0364* NAVD 88     -       370.471  (meters)    1215.45   (feet)  ADJUSTED  
 QM0364  ___________________________________________________________________
 QM0364  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 QM0364  DYNAMIC HT  -         370.420 (meters)    1215.29  (feet)  COMP
 QM0364  MODELED GRAV-     980,469.5   (mgal)                       NAVD 88
 QM0364
 QM0364  VERT ORDER  -  SECOND    CLASS 0
 QM0364
 QM0364.The horizontal coordinates were scaled from a topographic map and have
 QM0364.an estimated accuracy of +/- 6 seconds.
 QM0364
 QM0364.The orthometric height was determined by differential leveling
 QM0364.and adjusted by the National Geodetic Survey in June 1991..
 QM0364
 QM0364.The geoid height was determined by GEOID03.
 QM0364
 QM0364.The dynamic height is computed by dividing the NAVD 88
 QM0364.geopotential number by the normal gravity value computed on the
 QM0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0364.degrees latitude (g = 980.6199 gals.).
 QM0364
 QM0364.The modeled gravity was interpolated from observed gravity values.
 QM0364
 QM0364;                    North         East    Units  Estimated Accuracy
 QM0364;SPC WI C     -   136,250.      628,460.      MT  (+/- 180 meters Scaled)
 QM0364
 QM0364                          SUPERSEDED SURVEY CONTROL
 QM0364
 QM0364  NGVD 29 (??/??/92)  370.477  (m)         1215.47   (f) ADJ UNCH    2 0
 QM0364
 QM0364.Superseded values are not recommended for survey control.
 QM0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0364.See file dsdata.txt to determine how the superseded data were derived.
 QM0364
 QM0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ922928(NAD 83)
 QM0364_MARKER: DB = BENCH MARK DISK
 QM0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0364_STAMPING: L 39 1934
 QM0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0364+STABILITY: SURFACE MOTION
 QM0364_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0364+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2005
 QM0364
 QM0364  HISTORY     - Date     Condition        Report By
 QM0364  HISTORY     - 1934     MONUMENTED       CGS
 QM0364  HISTORY     - 1951     GOOD             NGS
 QM0364  HISTORY     - 20050719 GOOD             LDACE
 QM0364
 QM0364                          STATION DESCRIPTION
 QM0364
 QM0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 QM0364'2.5 MI N FROM BROKAW.
 QM0364'2.5 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QM0364'PACIFIC RAILROAD FROM THE STATION AT BROKAW, MARATHON COUNTY,
 QM0364'ABOUT 160 FEET SOUTH OF THE SOUTH END OF THE STATION AT HEIGHTS,
 QM0364'45 FEET WEST OF THE CENTERLINE OF THE MAIN TRACK, 7 FEET
 QM0364'SOUTH OF A FENCE CORNER, AND 6 INCHES EAST OF THE FENCE.
 QM0364'A STANDARD DISK, STAMPED L 39 1934 AND SET IN THE TOP OF A
 QM0364'CONCRETE POST.
 QM0364
 QM0364                          STATION RECOVERY (2005)
 QM0364
 QM0364'RECOVERY NOTE BY LOUISVILLE DISTRICT USE 2005 (GKS)
 QM0364'DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP0483 ***********************************************************************
 PP0483  DESIGNATION -  L 4
 PP0483  PID         -  PP0483
 PP0483  STATE/COUNTY-  WI/PIERCE
 PP0483  USGS QUAD   -  HASTINGS (1993)
 PP0483
 PP0483                         *CURRENT SURVEY CONTROL
 PP0483  ___________________________________________________________________
 PP0483* NAD 83(1986)-  44 43 31.     (N)    092 45 11.     (W)     SCALED    
 PP0483* NAVD 88     -       209.844  (meters)     688.46   (feet)  ADJUSTED  
 PP0483  ___________________________________________________________________
 PP0483  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 PP0483  DYNAMIC HT  -         209.816 (meters)     688.37  (feet)  COMP
 PP0483  MODELED GRAV-     980,478.7   (mgal)                       NAVD 88
 PP0483
 PP0483  VERT ORDER  -  FIRST     CLASS I
 PP0483
 PP0483.The horizontal coordinates were scaled from a topographic map and have
 PP0483.an estimated accuracy of +/- 6 seconds.
 PP0483
 PP0483.The orthometric height was determined by differential leveling
 PP0483.and adjusted by the National Geodetic Survey in June 1991..
 PP0483
 PP0483.The geoid height was determined by GEOID03.
 PP0483
 PP0483.The dynamic height is computed by dividing the NAVD 88
 PP0483.geopotential number by the normal gravity value computed on the
 PP0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0483.degrees latitude (g = 980.6199 gals.).
 PP0483
 PP0483.The modeled gravity was interpolated from observed gravity values.
 PP0483
 PP0483;                    North         East    Units  Estimated Accuracy
 PP0483;SPC WI C     -   102,810.      381,950.      MT  (+/- 180 meters Scaled)
 PP0483
 PP0483                          SUPERSEDED SURVEY CONTROL
 PP0483
 PP0483  NGVD 29 (??/??/92)  209.793  (m)          688.30   (f) ADJ UNCH    1 1
 PP0483
 PP0483.Superseded values are not recommended for survey control.
 PP0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0483.See file dsdata.txt to determine how the superseded data were derived.
 PP0483
 PP0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK195524(NAD 83)
 PP0483_MARKER: DD = SURVEY DISK
 PP0483_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0483_SP_SET: ABUTMENT
 PP0483_STAMPING: PBM L 4 1931
 PP0483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0483
 PP0483  HISTORY     - Date     Condition        Report By
 PP0483  HISTORY     - 1931     MONUMENTED       DOD
 PP0483  HISTORY     - 1970     GOOD             NGS
 PP0483
 PP0483                          STATION DESCRIPTION
 PP0483
 PP0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PP0483'3.15 MI SE FROM PRESCOTT.
 PP0483'ABOUT 3.15 MILES SOUTHEAST ALONG COUNTY ROAD Q FROM THE POST OFFICE AT
 PP0483'PRESCOTT, THENCE 122 YARDS SOUTH-SOUTHEAST CROSS-COUNTRY TO A
 PP0483'BURLINGTON NORTHERN RAILROAD BRIDGE, SET IN THE TOP OF THE SOUTHWEST
 PP0483'END OF THE LEDGE ON THE SOUTHEAST CONCRETE ABUTMENT OF THE BRIDGE, 7.6
 PP0483'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST TRACK, 30.8 FEET
 PP0483'SOUTHEAST OF THE SOUTHEAST END OF THE SOUTHWEST METAL GIRDER ON THE
 PP0483'BRIDGE, AND ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE TRACK. SECTION 24,
 PP0483'T 26N, R 20W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0059 ***********************************************************************
 QN0059  DESIGNATION -  L 40
 QN0059  PID         -  QN0059
 QN0059  STATE/COUNTY-  WI/PRICE
 QN0059  USGS QUAD   -  PRIEST LAKE (1984)
 QN0059
 QN0059                         *CURRENT SURVEY CONTROL
 QN0059  ___________________________________________________________________
 QN0059* NAD 83(1986)-  45 51 57.     (N)    090 25 18.     (W)     SCALED    
 QN0059* NAVD 88     -       443.246  (meters)    1454.22   (feet)  ADJUSTED  
 QN0059  ___________________________________________________________________
 QN0059  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 QN0059  DYNAMIC HT  -         443.232 (meters)    1454.17  (feet)  COMP
 QN0059  MODELED GRAV-     980,570.2   (mgal)                       NAVD 88
 QN0059
 QN0059  VERT ORDER  -  SECOND    CLASS 0
 QN0059
 QN0059.The horizontal coordinates were scaled from a topographic map and have
 QN0059.an estimated accuracy of +/- 6 seconds.
 QN0059
 QN0059.The orthometric height was determined by differential leveling
 QN0059.and adjusted by the National Geodetic Survey in June 1991..
 QN0059
 QN0059.The geoid height was determined by GEOID03.
 QN0059
 QN0059.The dynamic height is computed by dividing the NAVD 88
 QN0059.geopotential number by the normal gravity value computed on the
 QN0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0059.degrees latitude (g = 980.6199 gals.).
 QN0059
 QN0059.The modeled gravity was interpolated from observed gravity values.
 QN0059
 QN0059;                    North         East    Units  Estimated Accuracy
 QN0059;SPC WI N     -    77,800.      567,260.      MT  (+/- 180 meters Scaled)
 QN0059
 QN0059                          SUPERSEDED SURVEY CONTROL
 QN0059
 QN0059  NGVD 29 (??/??/92)  443.238  (m)         1454.19   (f) ADJ UNCH    2 0
 QN0059
 QN0059.Superseded values are not recommended for survey control.
 QN0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0059.See file dsdata.txt to determine how the superseded data were derived.
 QN0059
 QN0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL001823(NAD 83)
 QN0059_MARKER: DB = BENCH MARK DISK
 QN0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0059_STAMPING: L 40 1934
 QN0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0059+STABILITY: SURFACE MOTION
 QN0059
 QN0059  HISTORY     - Date     Condition        Report By
 QN0059  HISTORY     - 1934     MONUMENTED       CGS
 QN0059  HISTORY     - 20041013 MARK NOT FOUND   WIDT
 QN0059
 QN0059                          STATION DESCRIPTION
 QN0059
 QN0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QN0059'0.8 MI S FROM FIFIELD.
 QN0059'0.8 MILE SOUTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QN0059'MARIE RAILWAY FROM FIFIELD, PRICE COUNTY, 24 FEET NORTH OF A ROAD
 QN0059'CROSSING, AND 24 FEET EAST OF THE TRACK.  A STANDARD DISK, STAMPED
 QN0059'L 40 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QN0059
 QN0059                          STATION RECOVERY (2004)
 QN0059
 QN0059'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0154 ***********************************************************************
 QN0154  DESIGNATION -  L 41
 QN0154  PID         -  QN0154
 QN0154  STATE/COUNTY-  WI/SAWYER
 QN0154  USGS QUAD   -  LORETTA (1981)
 QN0154
 QN0154                         *CURRENT SURVEY CONTROL
 QN0154  ___________________________________________________________________
 QN0154* NAD 83(1986)-  45 53 10.     (N)    090 50 28.     (W)     SCALED    
 QN0154* NAVD 88     -       447.238  (meters)    1467.31   (feet)  ADJUSTED  
 QN0154  ___________________________________________________________________
 QN0154  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 QN0154  DYNAMIC HT  -         447.229 (meters)    1467.28  (feet)  COMP
 QN0154  MODELED GRAV-     980,582.0   (mgal)                       NAVD 88
 QN0154
 QN0154  VERT ORDER  -  SECOND    CLASS 0
 QN0154
 QN0154.The horizontal coordinates were scaled from a topographic map and have
 QN0154.an estimated accuracy of +/- 6 seconds.
 QN0154
 QN0154.The orthometric height was determined by differential leveling
 QN0154.and adjusted by the National Geodetic Survey in June 1991..
 QN0154
 QN0154.The geoid height was determined by GEOID03.
 QN0154
 QN0154.The dynamic height is computed by dividing the NAVD 88
 QN0154.geopotential number by the normal gravity value computed on the
 QN0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0154.degrees latitude (g = 980.6199 gals.).
 QN0154
 QN0154.The modeled gravity was interpolated from observed gravity values.
 QN0154
 QN0154;                    North         East    Units  Estimated Accuracy
 QN0154;SPC WI N     -    80,310.      534,720.      MT  (+/- 180 meters Scaled)
 QN0154
 QN0154                          SUPERSEDED SURVEY CONTROL
 QN0154
 QN0154  NGVD 29 (??/??/92)  447.252  (m)         1467.36   (f) ADJ UNCH    2 0
 QN0154
 QN0154.Superseded values are not recommended for survey control.
 QN0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0154.See file dsdata.txt to determine how the superseded data were derived.
 QN0154
 QN0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL675836(NAD 83)
 QN0154_MARKER: DB = BENCH MARK DISK
 QN0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0154_STAMPING: L 41 1934
 QN0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0154+STABILITY: SURFACE MOTION
 QN0154
 QN0154  HISTORY     - Date     Condition        Report By
 QN0154  HISTORY     - 1934     MONUMENTED       CGS
 QN0154  HISTORY     - 20041019 MARK NOT FOUND   WIDT
 QN0154
 QN0154                          STATION DESCRIPTION
 QN0154
 QN0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QN0154'AT DRAPER.
 QN0154'AT DRAPER, SAWYER COUNTY, ON THE CHICAGO, ST. PAUL, MINNEAPOLIS
 QN0154'AND OMAHA RAILWAY, ABOUT 5 1/2 POLES EAST OF MILEPOST 55, IN
 QN0154'THE SCHOOL YARD, 80 FEET WEST OF THE CENTER OF A CROSSROAD, 36
 QN0154'FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 70, AND 96 FEET
 QN0154'NORTH OF THE TRACK.  A STANDARD DISK, STAMPED L 41 1934 AND SET
 QN0154'IN THE TOP OF A CONCRETE POST.
 QN0154
 QN0154                          STATION RECOVERY (2004)
 QN0154
 QN0154'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0249 ***********************************************************************
 RM0249  DESIGNATION -  L 42
 RM0249  PID         -  RM0249
 RM0249  STATE/COUNTY-  WI/BAYFIELD
 RM0249  USGS QUAD   -  MASON (1971)
 RM0249
 RM0249                         *CURRENT SURVEY CONTROL
 RM0249  ___________________________________________________________________
 RM0249* NAD 83(1986)-  46 26 06.     (N)    091 03 46.     (W)     SCALED    
 RM0249* NAVD 88     -       291.683  (meters)     956.96   (feet)  ADJUSTED  
 RM0249  ___________________________________________________________________
 RM0249  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 RM0249  DYNAMIC HT  -         291.694 (meters)     957.00  (feet)  COMP
 RM0249  MODELED GRAV-     980,644.2   (mgal)                       NAVD 88
 RM0249
 RM0249  VERT ORDER  -  SECOND    CLASS 0
 RM0249
 RM0249.The horizontal coordinates were scaled from a topographic map and have
 RM0249.an estimated accuracy of +/- 6 seconds.
 RM0249
 RM0249.The orthometric height was determined by differential leveling
 RM0249.and adjusted by the National Geodetic Survey in June 1991..
 RM0249
 RM0249.The geoid height was determined by GEOID03.
 RM0249
 RM0249.The dynamic height is computed by dividing the NAVD 88
 RM0249.geopotential number by the normal gravity value computed on the
 RM0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0249.degrees latitude (g = 980.6199 gals.).
 RM0249
 RM0249.The modeled gravity was interpolated from observed gravity values.
 RM0249
 RM0249;                    North         East    Units  Estimated Accuracy
 RM0249;SPC WI N     -   141,520.      518,330.      MT  (+/- 180 meters Scaled)
 RM0249
 RM0249                          SUPERSEDED SURVEY CONTROL
 RM0249
 RM0249  NGVD 29 (??/??/92)  291.694  (m)          957.00   (f) ADJ UNCH    2 0
 RM0249
 RM0249.Superseded values are not recommended for survey control.
 RM0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0249.See file dsdata.txt to determine how the superseded data were derived.
 RM0249
 RM0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM488442(NAD 83)
 RM0249_MARKER: Z = SEE DESCRIPTION
 RM0249_SETTING: 0 = UNSPECIFIED SETTING
 RM0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RM0249
 RM0249  HISTORY     - Date     Condition        Report By
 RM0249  HISTORY     - UNK      MONUMENTED       CGS
 RM0249  HISTORY     - 1934     GOOD             NGS
 RM0249  HISTORY     - 20040507 MARK NOT FOUND   USPSQD
 RM0249
 RM0249                          STATION DESCRIPTION
 RM0249
 RM0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RM0249'AT MASON.
 RM0249'AT MASON, WISC. ON THE C. ST. P.M. AND O. R.R. 45 FEET EAST OF
 RM0249'TRACK 5 RAILS SOUTH OF DEPOT, AND 20 FEET NORTH OF STREET
 RM0249'CROSSING.
 RM0249
 RM0249                          STATION RECOVERY (2004)
 RM0249
 RM0249'RECOVERY NOTE BY US POWER SQUADRON 2004
 RM0249'MARK NOT FOUND. USPS JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RN0258 ***********************************************************************
 RN0258  DESIGNATION -  L 44
 RN0258  PID         -  RN0258
 RN0258  STATE/COUNTY-  WI/DOUGLAS
 RN0258  USGS QUAD   -  SUPERIOR (1994)
 RN0258
 RN0258                         *CURRENT SURVEY CONTROL
 RN0258  ___________________________________________________________________
 RN0258* NAD 83(1986)-  46 43 27.     (N)    092 04 43.     (W)     SCALED    
 RN0258* NAVD 88     -       189.499  (meters)     621.71   (feet)  ADJUSTED  
 RN0258  ___________________________________________________________________
 RN0258  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 RN0258  DYNAMIC HT  -         189.523 (meters)     621.79  (feet)  COMP
 RN0258  MODELED GRAV-     980,738.9   (mgal)                       NAVD 88
 RN0258
 RN0258  VERT ORDER  -  FIRST     CLASS II
 RN0258
 RN0258.The horizontal coordinates were scaled from a topographic map and have
 RN0258.an estimated accuracy of +/- 6 seconds.
 RN0258
 RN0258.The orthometric height was determined by differential leveling
 RN0258.and adjusted by the National Geodetic Survey in June 1991..
 RN0258
 RN0258.The geoid height was determined by GEOID03.
 RN0258
 RN0258.The dynamic height is computed by dividing the NAVD 88
 RN0258.geopotential number by the normal gravity value computed on the
 RN0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0258.degrees latitude (g = 980.6199 gals.).
 RN0258
 RN0258.The modeled gravity was interpolated from observed gravity values.
 RN0258
 RN0258;                    North         East    Units  Estimated Accuracy
 RN0258;SPC WI N     -   175,190.      441,120.      MT  (+/- 180 meters Scaled)
 RN0258
 RN0258                          SUPERSEDED SURVEY CONTROL
 RN0258
 RN0258  NGVD 29 (??/??/92)  189.504  (m)          621.73   (f) ADJ UNCH    1 2
 RN0258
 RN0258.Superseded values are not recommended for survey control.
 RN0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0258.See file dsdata.txt to determine how the superseded data were derived.
 RN0258
 RN0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM704749(NAD 83)
 RN0258_MARKER: DB = BENCH MARK DISK
 RN0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0258_STAMPING: L 44 1934
 RN0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0258+STABILITY: SURFACE MOTION
 RN0258
 RN0258  HISTORY     - Date     Condition        Report By
 RN0258  HISTORY     - 1934     MONUMENTED       CGS
 RN0258  HISTORY     - 1935     GOOD             NGS
 RN0258  HISTORY     - 1982     MARK NOT FOUND   NGS
 RN0258
 RN0258                          STATION DESCRIPTION
 RN0258
 RN0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RN0258'IN SUPERIOR.
 RN0258'AT SUPERIOR, DOUGLAS COUNTY, ABOUT 1 MILE SOUTHEAST OF THE CHICAGO AND
 RN0258'NORTH WESTERN RAILWAY STATION, 23 YARDS NORTHWEST OF A STATION-1-MILE
 RN0258'SIGN, 58 YARDS EAST OF THE CENTERLINE OF ELM AVENUE, 14 YARDS SOUTH OF
 RN0258'THE CENTERLINE OF TWELFTH STREET, AND 8 YARDS NORTHEAST OF THE
 RN0258'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED L 44 1934 AND SET
 RN0258'IN THE TOP OF A CONCRETE POST.
 RN0258
 RN0258                          STATION RECOVERY (1982)
 RN0258
 RN0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RN0258'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0274 ***********************************************************************
 QN0274  DESIGNATION -  L 45
 QN0274  PID         -  QN0274
 QN0274  STATE/COUNTY-  WI/WASHBURN
 QN0274  USGS QUAD   -  TREGO (1982)
 QN0274
 QN0274                         *CURRENT SURVEY CONTROL
 QN0274  ___________________________________________________________________
 QN0274* NAD 83(1986)-  45 54 04.     (N)    091 49 14.     (W)     SCALED    
 QN0274* NAVD 88     -       331.175  (meters)    1086.53   (feet)  ADJUSTED  
 QN0274  ___________________________________________________________________
 QN0274  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 QN0274  DYNAMIC HT  -         331.171 (meters)    1086.52  (feet)  COMP
 QN0274  MODELED GRAV-     980,593.0   (mgal)                       NAVD 88
 QN0274
 QN0274  VERT ORDER  -  SECOND    CLASS 0
 QN0274
 QN0274.The horizontal coordinates were scaled from a topographic map and have
 QN0274.an estimated accuracy of +/- 6 seconds.
 QN0274
 QN0274.The orthometric height was determined by differential leveling
 QN0274.and adjusted by the National Geodetic Survey in June 1991..
 QN0274
 QN0274.The geoid height was determined by GEOID03.
 QN0274
 QN0274.The dynamic height is computed by dividing the NAVD 88
 QN0274.geopotential number by the normal gravity value computed on the
 QN0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0274.degrees latitude (g = 980.6199 gals.).
 QN0274
 QN0274.The modeled gravity was interpolated from observed gravity values.
 QN0274
 QN0274;                    North         East    Units  Estimated Accuracy
 QN0274;SPC WI N     -    83,250.      458,740.      MT  (+/- 180 meters Scaled)
 QN0274
 QN0274                          SUPERSEDED SURVEY CONTROL
 QN0274
 QN0274  NGVD 29 (??/??/92)  331.146  (m)         1086.43   (f) ADJ UNCH    2 0
 QN0274
 QN0274.Superseded values are not recommended for survey control.
 QN0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0274.See file dsdata.txt to determine how the superseded data were derived.
 QN0274
 QN0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL914837(NAD 83)
 QN0274_MARKER: DB = BENCH MARK DISK
 QN0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0274_STAMPING: L 45 1934
 QN0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0274+STABILITY: SURFACE MOTION
 QN0274
 QN0274  HISTORY     - Date     Condition        Report By
 QN0274  HISTORY     - 1934     MONUMENTED       CGS
 QN0274  HISTORY     - 1967     MARK NOT FOUND   LOCENG
 QN0274  HISTORY     - 20041117 MARK NOT FOUND   WIDT
 QN0274
 QN0274                          STATION DESCRIPTION
 QN0274
 QN0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QN0274'AT TREGO.
 QN0274'AT TREGO, WASHBURN COUNTY, ON THE CHICAGO, ST. PAUL MINNEAPOLIS
 QN0274'AND OMAHA RAILWAY, ABOUT 7 1/2 RAILS NORTH OF THE STATION, 5
 QN0274'FEET SOUTHWEST OF THE THIRD POLE NORTH OF MILEPOST O, AND 36
 QN0274'FEET EAST OF THE MAIN TRACK LEADING TO DULUTH.  A STANDARD
 QN0274'DISK, STAMPED L 45 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QN0274
 QN0274                          STATION RECOVERY (1967)
 QN0274
 QN0274'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967
 QN0274'MARK NOT FOUND.
 QN0274
 QN0274                          STATION RECOVERY (2004)
 QN0274
 QN0274'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 QN0274'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3493 ***********************************************************************
 AA3493  DESIGNATION -  L 47 RESET
 AA3493  PID         -  AA3493
 AA3493  STATE/COUNTY-  WI/BURNETT
 AA3493  USGS QUAD   -  GRANTSBURG (1982)
 AA3493
 AA3493                         *CURRENT SURVEY CONTROL
 AA3493  ___________________________________________________________________
 AA3493* NAD 83(1997)-  45 46 23.19731(N)    092 40 56.09026(W)     ADJUSTED  
 AA3493* NAVD 88     -       296.0    (meters)     971.     (feet)  GPS OBS   
 AA3493  ___________________________________________________________________
 AA3493  X           -    -208,555.930 (meters)                     COMP
 AA3493  Y           -  -4,451,731.233 (meters)                     COMP
 AA3493  Z           -   4,547,886.204 (meters)                     COMP
 AA3493  LAPLACE CORR-           4.07  (seconds)                    DEFLEC99
 AA3493  ELLIP HEIGHT-         269.10  (meters)          (01/30/03) GPS OBS
 AA3493  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AA3493
 AA3493  HORZ ORDER  -  FIRST
 AA3493  VERT ORDER  -  THIRD (See Below)
 AA3493  ELLP ORDER  -  FOURTH    CLASS I
 AA3493
 AA3493.The horizontal coordinates were established by GPS observations
 AA3493.and adjusted by the National Geodetic Survey in January 2003..
 AA3493
 AA3493.The orthometric height was determined by GPS observations and a
 AA3493.high-resolution geoid model.
 AA3493.The vertical order pertains to the NGVD 29 superseded value.
 AA3493
 AA3493.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3493
 AA3493.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3493
 AA3493.The ellipsoidal height was determined by GPS observations
 AA3493.and is referenced to NAD 83.
 AA3493
 AA3493.The geoid height was determined by GEOID03.
 AA3493
 AA3493;                    North         East     Units Scale Factor Converg.
 AA3493;SPC WI N     -    70,924.514   391,422.792   MT  0.99996893   -1 56 05.6
 AA3493;SPC WI N     -   232,691.51  1,284,192.94   sFT  0.99996893   -1 56 05.6
 AA3493;UTM  15      - 5,068,888.089   524,704.697   MT  0.99960750   +0 13 39.7
 AA3493
 AA3493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3493!SPC WI N     -   0.99995781  x   0.99996893  =   0.99992675
 AA3493!UTM  15      -   0.99995781  x   0.99960750  =   0.99956533
 AA3493
 AA3493                          SUPERSEDED SURVEY CONTROL
 AA3493
 AA3493  NAD 83(1991)-  45 46 23.19708(N)    092 40 56.08812(W) AD(       ) 1
 AA3493  ELLIP H (12/09/96)  269.14   (m)                       GP(       ) 4 1
 AA3493  NGVD 29 (09/01/04)  295.94   (m)          970.9    (f) RESET       3  
 AA3493
 AA3493.Superseded values are not recommended for survey control.
 AA3493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3493.See file dsdata.txt to determine how the superseded data were derived.
 AA3493
 AA3493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2470568888(NAD 83)
 AA3493_MARKER: DB = BENCH MARK DISK
 AA3493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3493_STAMPING: L 47 RESET 1974
 AA3493_MARK LOGO: NGS   
 AA3493_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AA3493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3493+STABILITY: SURFACE MOTION
 AA3493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3493+SATELLITE: SATELLITE OBSERVATIONS - June 09, 1993
 AA3493
 AA3493  HISTORY     - Date     Condition        Report By
 AA3493  HISTORY     - 1974     MONUMENTED       WIDT
 AA3493  HISTORY     - 19930609 GOOD             WI-013
 AA3493
 AA3493                          STATION DESCRIPTION
 AA3493
 AA3493'DESCRIBED BY WI DEPT OF TRANSP 1974 (ROL)
 AA3493'IN THE SOUTH PART OF GRANTSBURG, IN THE NORTHWEST QUADRANT OF THE
 AA3493'INTERSECTION OF STATE HIGHWAY 70, STATE HIGHWAY 48 AND STATE HIGHWAY
 AA3493'87, 65 FEET (19.8 M) NORTH OF THE CENTERLINE OF STATE HIGHWAY 70 AND
 AA3493'60 FEET (18.3 M) WEST OF THE CENTERLINE OF STATE HIGHWAY 48.
 AA3493
 AA3493                          STATION RECOVERY (1993)
 AA3493
 AA3493'RECOVERY NOTE BY BURNETT COUNTY WISCONSIN 1993
 AA3493'THE STATION IS LOCATED IN THE VILLAGE LIMITS OF GRANTSBURG, WISCONSIN,
 AA3493'60 FEET (18.3 M) WEST OF SOUTH PINE STREET, 64 FEET (19.5 M) NORTH OF
 AA3493'STATE HIGHWAY 70, IN TRIANGULAR GRASS PLOT SOUTH-SOUTHEAST OF THE
 AA3493'UNION 76 GAS/CONVENIENCE STORE.  THE STATION IS FLUSH WITH THE GROUND.
 AA3493'FIBERGLASS WITNESS POST PLACED ON NORTHWEST SIDE OF THE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0166 ***********************************************************************
 PO0166  DESIGNATION -  L 49
 PO0166  PID         -  PO0166
 PO0166  STATE/COUNTY-  WI/CLARK
 PO0166  USGS QUAD   -  STANLEY (1979)
 PO0166
 PO0166                         *CURRENT SURVEY CONTROL
 PO0166  ___________________________________________________________________
 PO0166* NAD 83(1986)-  44 57 31.     (N)    090 54 45.     (W)     SCALED    
 PO0166* NAVD 88     -       341.545  (meters)    1120.55   (feet)  ADJUSTED  
 PO0166  ___________________________________________________________________
 PO0166  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 PO0166  DYNAMIC HT  -         341.513 (meters)    1120.45  (feet)  COMP
 PO0166  MODELED GRAV-     980,512.4   (mgal)                       NAVD 88
 PO0166
 PO0166  VERT ORDER  -  SECOND    CLASS 0
 PO0166
 PO0166.The horizontal coordinates were scaled from a topographic map and have
 PO0166.an estimated accuracy of +/- 6 seconds.
 PO0166
 PO0166.The orthometric height was determined by differential leveling
 PO0166.and adjusted by the National Geodetic Survey in June 1991..
 PO0166
 PO0166.The geoid height was determined by GEOID03.
 PO0166
 PO0166.The dynamic height is computed by dividing the NAVD 88
 PO0166.geopotential number by the normal gravity value computed on the
 PO0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0166.degrees latitude (g = 980.6199 gals.).
 PO0166
 PO0166.The modeled gravity was interpolated from observed gravity values.
 PO0166
 PO0166;                    North         East    Units  Estimated Accuracy
 PO0166;SPC WI C     -   125,440.      528,010.      MT  (+/- 180 meters Scaled)
 PO0166
 PO0166                          SUPERSEDED SURVEY CONTROL
 PO0166
 PO0166  NGVD 29 (??/??/92)  341.544  (m)         1120.55   (f) ADJ UNCH    2 0
 PO0166
 PO0166.Superseded values are not recommended for survey control.
 PO0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0166.See file dsdata.txt to determine how the superseded data were derived.
 PO0166
 PO0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK646804(NAD 83)
 PO0166_MARKER: DB = BENCH MARK DISK
 PO0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0166+STABILITY: SURFACE MOTION
 PO0166
 PO0166  HISTORY     - Date     Condition        Report By
 PO0166  HISTORY     - UNK      MONUMENTED       CGS
 PO0166  HISTORY     - 1934     GOOD             NGS
 PO0166
 PO0166                          STATION DESCRIPTION
 PO0166
 PO0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PO0166'1.3 MI E FROM STANLEY.
 PO0166'1.3 MILES EAST OF STANLEY DEPOT 44 FEET NORTH OF CENTER OF MAIN
 PO0166'TRACK OF SOO RY.  48 FEET WEST OF GRADE CROSSING 18 FEET WEST
 PO0166'OF FENCE CORNER 1 3/4 POLES WEST OF MILE POST 326.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0147 ***********************************************************************
 PN0147  DESIGNATION -  L 5
 PN0147  PID         -  PN0147
 PN0147  STATE/COUNTY-  WI/WINNEBAGO
 PN0147  USGS QUAD   -  NEENAH (1992)
 PN0147
 PN0147                         *CURRENT SURVEY CONTROL
 PN0147  ___________________________________________________________________
 PN0147* NAD 83(1986)-  44 12 10.     (N)    088 27 55.     (W)     SCALED    
 PN0147* NAVD 88     -       227.527  (meters)     746.48   (feet)  ADJUSTED  
 PN0147  ___________________________________________________________________
 PN0147  GEOID HEIGHT-         -36.30  (meters)                     GEOID03
 PN0147  DYNAMIC HT  -         227.487 (meters)     746.35  (feet)  COMP
 PN0147  MODELED GRAV-     980,438.8   (mgal)                       NAVD 88
 PN0147
 PN0147  VERT ORDER  -  FIRST     CLASS II
 PN0147
 PN0147.The horizontal coordinates were scaled from a topographic map and have
 PN0147.an estimated accuracy of +/- 6 seconds.
 PN0147
 PN0147.The orthometric height was determined by differential leveling
 PN0147.and adjusted by the National Geodetic Survey in June 1991..
 PN0147
 PN0147.The geoid height was determined by GEOID03.
 PN0147
 PN0147.The dynamic height is computed by dividing the NAVD 88
 PN0147.geopotential number by the normal gravity value computed on the
 PN0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0147.degrees latitude (g = 980.6199 gals.).
 PN0147
 PN0147.The modeled gravity was interpolated from observed gravity values.
 PN0147
 PN0147;                    North         East    Units  Estimated Accuracy
 PN0147;SPC WI S     -   245,850.      722,670.      MT  (+/- 180 meters Scaled)
 PN0147
 PN0147                          SUPERSEDED SURVEY CONTROL
 PN0147
 PN0147  NGVD 29 (??/??/92)  227.559  (m)          746.58   (f) ADJ UNCH    1 2
 PN0147
 PN0147.Superseded values are not recommended for survey control.
 PN0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0147.See file dsdata.txt to determine how the superseded data were derived.
 PN0147
 PN0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP829954(NAD 83)
 PN0147_MARKER: DB = BENCH MARK DISK
 PN0147_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PN0147_SP_SET: BRIDGE
 PN0147_STAMPING: 746.583 L 5 1930
 PN0147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0147
 PN0147  HISTORY     - Date     Condition        Report By
 PN0147  HISTORY     - 1930     MONUMENTED       CGS
 PN0147  HISTORY     - 1949     POOR             NGS
 PN0147  HISTORY     - 1990     POOR             USPSQD
 PN0147  HISTORY     - 20031212 MARK NOT FOUND   USPSQD
 PN0147
 PN0147                          STATION DESCRIPTION
 PN0147
 PN0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 PN0147'AT MENASHA.
 PN0147'MARK IS PARTIALLY OBLITERATED BY BLOWS OF A DULL INSTRUMENT.
 PN0147'AT MENASHA, AT CHICAGO AND NORTH WESTERN RAILWAY TRESTLE 366 OVER
 PN0147'LITTLE LAKE BUTTES DES MORTS, IN THE TOP OF THE EAST CONCRETE
 PN0147'ABUTMENT, 13.3 FEET SOUTH OF THE SOUTH RAIL, AND 5.3 FEET NORTH
 PN0147'OF THE SOUTH END OF THE ABUTMENT.
 PN0147
 PN0147                          STATION RECOVERY (1990)
 PN0147
 PN0147'RECOVERY NOTE BY US POWER SQUADRON 1990 (WB)
 PN0147'MARK RECOVERED IN POOR CONDITION.
 PN0147
 PN0147                          STATION RECOVERY (2003)
 PN0147
 PN0147'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO0054 ***********************************************************************
 QO0054  DESIGNATION -  L 50
 QO0054  PID         -  QO0054
 QO0054  STATE/COUNTY-  WI/ST CROIX
 QO0054  USGS QUAD   -  GLENWOOD CITY (1975)
 QO0054
 QO0054                         *CURRENT SURVEY CONTROL
 QO0054  ___________________________________________________________________
 QO0054* NAD 83(1986)-  45 03 24.     (N)    092 10 24.     (W)     SCALED    
 QO0054* NAVD 88     -       312.906  (meters)    1026.59   (feet)  ADJUSTED  
 QO0054  ___________________________________________________________________
 QO0054  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 QO0054  DYNAMIC HT  -         312.863 (meters)    1026.45  (feet)  COMP
 QO0054  MODELED GRAV-     980,473.7   (mgal)                       NAVD 88
 QO0054
 QO0054  VERT ORDER  -  SECOND    CLASS 0
 QO0054
 QO0054.The horizontal coordinates were scaled from a topographic map and have
 QO0054.an estimated accuracy of +/- 6 seconds.
 QO0054
 QO0054.The orthometric height was determined by differential leveling
 QO0054.and adjusted by the National Geodetic Survey in June 1991..
 QO0054
 QO0054.The geoid height was determined by GEOID03.
 QO0054
 QO0054.The dynamic height is computed by dividing the NAVD 88
 QO0054.geopotential number by the normal gravity value computed on the
 QO0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0054.degrees latitude (g = 980.6199 gals.).
 QO0054
 QO0054.The modeled gravity was interpolated from observed gravity values.
 QO0054
 QO0054;                    North         East    Units  Estimated Accuracy
 QO0054;SPC WI C     -   138,230.      428,840.      MT  (+/- 180 meters Scaled)
 QO0054
 QO0054                          SUPERSEDED SURVEY CONTROL
 QO0054
 QO0054  NGVD 29 (??/??/92)  312.858  (m)         1026.43   (f) ADJ UNCH    2 0
 QO0054
 QO0054.Superseded values are not recommended for survey control.
 QO0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0054.See file dsdata.txt to determine how the superseded data were derived.
 QO0054
 QO0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK650895(NAD 83)
 QO0054_MARKER: DB = BENCH MARK DISK
 QO0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0054+STABILITY: SURFACE MOTION
 QO0054
 QO0054  HISTORY     - Date     Condition        Report By
 QO0054  HISTORY     - UNK      MONUMENTED       CGS
 QO0054  HISTORY     - 1934     GOOD             NGS
 QO0054  HISTORY     - 20031209 MARK NOT FOUND   WIDT
 QO0054
 QO0054                          STATION DESCRIPTION
 QO0054
 QO0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QO0054'IN GLENWOOD.
 QO0054'75 FEET EAST OF EAST LINE OF GLENWOOD DEPOT 33 FEET SOUTH OF CENTER OF
 QO0054'MAIN TRACK OF SOO RY.  4 FEET EAST OF TELEPHONE POLE NO. 19300.
 QO0054
 QO0054                          STATION RECOVERY (2003)
 QO0054
 QO0054'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 QO0054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0181 ***********************************************************************
 ON0181  DESIGNATION -  L 51
 ON0181  PID         -  ON0181
 ON0181  STATE/COUNTY-  WI/VERNON
 ON0181  USGS QUAD   -  STODDARD (1983)
 ON0181
 ON0181                         *CURRENT SURVEY CONTROL
 ON0181  ___________________________________________________________________
 ON0181* NAD 83(1986)-  43 41 23.     (N)    091 13 07.     (W)     SCALED    
 ON0181* NAVD 88     -       194.897  (meters)     639.42   (feet)  ADJUSTED  
 ON0181  ___________________________________________________________________
 ON0181  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 ON0181  DYNAMIC HT  -         194.856 (meters)     639.29  (feet)  COMP
 ON0181  MODELED GRAV-     980,408.5   (mgal)                       NAVD 88
 ON0181
 ON0181  VERT ORDER  -  FIRST     CLASS I
 ON0181
 ON0181.The horizontal coordinates were scaled from a topographic map and have
 ON0181.an estimated accuracy of +/- 6 seconds.
 ON0181
 ON0181.The orthometric height was determined by differential leveling
 ON0181.and adjusted by the National Geodetic Survey in June 1991..
 ON0181
 ON0181.The geoid height was determined by GEOID03.
 ON0181
 ON0181.The dynamic height is computed by dividing the NAVD 88
 ON0181.geopotential number by the normal gravity value computed on the
 ON0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0181.degrees latitude (g = 980.6199 gals.).
 ON0181
 ON0181.The modeled gravity was interpolated from observed gravity values.
 ON0181
 ON0181;                    North         East    Units  Estimated Accuracy
 ON0181;SPC WI S     -   188,430.      501,760.      MT  (+/- 180 meters Scaled)
 ON0181
 ON0181                          SUPERSEDED SURVEY CONTROL
 ON0181
 ON0181  NGVD 29 (??/??/92)  194.908  (m)          639.46   (f) ADJ UNCH    1 1
 ON0181
 ON0181.Superseded values are not recommended for survey control.
 ON0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0181.See file dsdata.txt to determine how the superseded data were derived.
 ON0181
 ON0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ435389(NAD 83)
 ON0181_MARKER: DD = SURVEY DISK
 ON0181_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ON0181_SP_SET: CULVERT HEADWALL
 ON0181_STAMPING: PBM L51 1931
 ON0181_MARK LOGO: USE   
 ON0181_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ON0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0181+STABILITY: SURFACE MOTION
 ON0181_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0181+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2003
 ON0181
 ON0181  HISTORY     - Date     Condition        Report By
 ON0181  HISTORY     - 1931     MONUMENTED       DOD
 ON0181  HISTORY     - 1970     GOOD             NGS
 ON0181  HISTORY     - 20010410 GOOD             WIDT
 ON0181  HISTORY     - 20030520 GOOD             USPSQD
 ON0181
 ON0181                          STATION DESCRIPTION
 ON0181
 ON0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0181'2 MI N FROM STODDARD.
 ON0181'ABOUT 1.95 MILES NORTH ALONG STATE HIGHWAY 35 FROM THE POST
 ON0181'OFFICE AT STODDARD, 116 FEET WEST OF THE CENTER LINE OF THE
 ON0181'HIGHWAY, 7 FEET EAST OF THE EAST RAIL OF THE EAST TRACK OF THE
 ON0181'BURLINGTON NORTHERN RAILROAD, SET IN THE TOP OF THE SOUTH END
 ON0181'OF THE EAST CONCRETE HEADWALL OF A 12- X 6-FOOT CONCRETE RAILROAD
 ON0181'CULVERT WHICH IS NUMBERED 288.78, ABOUT 5 FEET BELOW THE LEVEL
 ON0181'OF THE HIGHWAY, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 ON0181'TRACK.  SEC 33, T 14N, R 7W.
 ON0181
 ON0181                          STATION RECOVERY (2001)
 ON0181
 ON0181'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 ON0181'OWNERSHIP--BURLINGTON NORTHERN RAILROAD.  TO REACH THE STATION FROM
 ON0181'THE JUCTION OF STATE HIGHWAY 35 WITH STATE HIGHWAY 162 IN THE VILLAGE
 ON0181'OF STODDARD, GO NORTH ON STATE HIGHWAY 35 FOR 1.9 MI (3.06 KM) TO A
 ON0181'WAYSIDE AND THE STATION ON THE LEFT.  THE STATION IS A BRONZE US
 ON0181'ENGINEERS BENCH MARK DISK SET IN THE TOP OF A 3.6 M (11.8 FT) BY 1.8 M
 ON0181'(5.9 FT) RAILROAD CULVERT HEADWALL ABOUT 0.5 M (1.6 FT) BELOW THE
 ON0181'RAILROAD RAILS.  THE STATION IS 56 M (183.7 FT) NORTH OF THE EXTENDED
 ON0181'CENTERLINE OF THE NORTH ENTRANCE TO A WAYSIDE, 16 M (52.5 FT) SOUTH OF
 ON0181'THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE --N2770--, AND 2.1 M (6.9
 ON0181'FT) EAST OF THE EASTERN MOST RAIL.  ---NOTE---THIS STATION HAS NO
 ON0181'VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 38 DEGREES ABOVE THE
 ON0181'HORIZON.
 ON0181
 ON0181                          STATION RECOVERY (2003)
 ON0181
 ON0181'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 ON0181'RECOVERED IN GOOD CONDITION. ADD-- IT IS ABOUT 150 FEET NORTH OF THE
 ON0181'NORTH END OF A PAVED ROADSIDE ON THE WEST SIDE OF HWY 35, WEST AND
 ON0181'ACROSS HWY 35 FROM A DRIVEWAY AT N2770, AND WEST OF A CULVERT WITH
 ON0181'METAL GUARDRAILS UNDER HWY 35.  THE AREA IS BUSH COVERED WHICH WOULD
 ON0181'RESTRICT SATELLITE OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0212 ***********************************************************************
 PO0212  DESIGNATION -  L 51
 PO0212  PID         -  PO0212
 PO0212  STATE/COUNTY-  WI/CHIPPEWA
 PO0212  USGS QUAD   -  CHIPPEWA FALLS (1981)
 PO0212
 PO0212                         *CURRENT SURVEY CONTROL
 PO0212  ___________________________________________________________________
 PO0212* NAD 83(1986)-  44 55 30.     (N)    091 29 22.     (W)     SCALED    
 PO0212* NAVD 88     -       279.555  (meters)     917.17   (feet)  ADJUSTED  
 PO0212  ___________________________________________________________________
 PO0212  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 PO0212  DYNAMIC HT  -         279.527 (meters)     917.08  (feet)  COMP
 PO0212  MODELED GRAV-     980,509.4   (mgal)                       NAVD 88
 PO0212
 PO0212  VERT ORDER  -  SECOND    CLASS 0
 PO0212
 PO0212.The horizontal coordinates were scaled from a topographic map and have
 PO0212.an estimated accuracy of +/- 6 seconds.
 PO0212
 PO0212.The orthometric height was determined by differential leveling
 PO0212.and adjusted by the National Geodetic Survey in June 1991..
 PO0212
 PO0212.The geoid height was determined by GEOID03.
 PO0212
 PO0212.The dynamic height is computed by dividing the NAVD 88
 PO0212.geopotential number by the normal gravity value computed on the
 PO0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0212.degrees latitude (g = 980.6199 gals.).
 PO0212
 PO0212.The modeled gravity was interpolated from observed gravity values.
 PO0212
 PO0212;                    North         East    Units  Estimated Accuracy
 PO0212;SPC WI C     -   122,380.      482,420.      MT  (+/- 180 meters Scaled)
 PO0212
 PO0212                          SUPERSEDED SURVEY CONTROL
 PO0212
 PO0212  NGVD 29 (??/??/92)  279.539  (m)          917.12   (f) ADJ UNCH    2 0
 PO0212
 PO0212.Superseded values are not recommended for survey control.
 PO0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0212.See file dsdata.txt to determine how the superseded data were derived.
 PO0212
 PO0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK192757(NAD 83)
 PO0212_MARKER: DB = BENCH MARK DISK
 PO0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0212+STABILITY: SURFACE MOTION
 PO0212
 PO0212  HISTORY     - Date     Condition        Report By
 PO0212  HISTORY     - UNK      MONUMENTED       CGS
 PO0212  HISTORY     - 1934     GOOD             NGS
 PO0212  HISTORY     - 1964     POOR             NGS
 PO0212  HISTORY     - 1972     MARK NOT FOUND   USGS
 PO0212  HISTORY     - 20031204 MARK NOT FOUND   WIDT
 PO0212
 PO0212                          STATION DESCRIPTION
 PO0212
 PO0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PO0212'4.8 MI W FROM CHIPPEWA FALLS.
 PO0212'4.8 MILES WEST OF CHIPPEWA FALLS DEPOT 33 FEET SOUTH OF CENTER
 PO0212'OF MAIN TRACK OF SOO RY.  33 FEET WEST OF CENTER OF ROAD 15 FEET
 PO0212'NORTHWEST OF TELEPHONE POLE.  NOTE-- A LOCAL FARMER STATED THAT
 PO0212'THE MARK HAD BEEN UPROOTED BY MACHINERY AND HAPHAZARDLY REPLACED.
 PO0212
 PO0212                          STATION RECOVERY (1964)
 PO0212
 PO0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 PO0212'MARK RECOVERED IN POOR CONDITION.
 PO0212
 PO0212                          STATION RECOVERY (1972)
 PO0212
 PO0212'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 PO0212'MARK NOT FOUND.
 PO0212
 PO0212                          STATION RECOVERY (2003)
 PO0212
 PO0212'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP0101 ***********************************************************************
 PP0101  DESIGNATION -  L 52
 PP0101  PID         -  PP0101
 PP0101  STATE/COUNTY-  WI/BUFFALO
 PP0101  USGS QUAD   -  WABASHA NORTH (1974)
 PP0101
 PP0101                         *CURRENT SURVEY CONTROL
 PP0101  ___________________________________________________________________
 PP0101* NAD 83(1986)-  44 28 46.     (N)    092 03 05.     (W)     SCALED    
 PP0101* NAVD 88     -       208.279  (meters)     683.33   (feet)  ADJUSTED  
 PP0101  ___________________________________________________________________
 PP0101  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 PP0101  DYNAMIC HT  -         208.253 (meters)     683.24  (feet)  COMP
 PP0101  MODELED GRAV-     980,487.3   (mgal)                       NAVD 88
 PP0101
 PP0101  VERT ORDER  -  SECOND    CLASS 0
 PP0101
 PP0101.The horizontal coordinates were scaled from a topographic map and have
 PP0101.an estimated accuracy of +/- 6 seconds.
 PP0101
 PP0101.The orthometric height was determined by differential leveling
 PP0101.and adjusted by the National Geodetic Survey in June 1991..
 PP0101
 PP0101.The geoid height was determined by GEOID03.
 PP0101
 PP0101.The dynamic height is computed by dividing the NAVD 88
 PP0101.geopotential number by the normal gravity value computed on the
 PP0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0101.degrees latitude (g = 980.6199 gals.).
 PP0101
 PP0101.The modeled gravity was interpolated from observed gravity values.
 PP0101
 PP0101;                    North         East    Units  Estimated Accuracy
 PP0101;SPC WI C     -    73,860.      436,820.      MT  (+/- 180 meters Scaled)
 PP0101
 PP0101                          SUPERSEDED SURVEY CONTROL
 PP0101
 PP0101  NGVD 29 (??/??/92)  208.233  (m)          683.18   (f) ADJ UNCH    2 0
 PP0101
 PP0101.Superseded values are not recommended for survey control.
 PP0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0101.See file dsdata.txt to determine how the superseded data were derived.
 PP0101
 PP0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK754255(NAD 83)
 PP0101_MARKER: DB = BENCH MARK DISK
 PP0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0101_STAMPING: L 52 1934
 PP0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0101+STABILITY: SURFACE MOTION
 PP0101
 PP0101  HISTORY     - Date     Condition        Report By
 PP0101  HISTORY     - 1934     MONUMENTED       CGS
 PP0101  HISTORY     - 1974     MARK NOT FOUND   USGS
 PP0101
 PP0101                          STATION DESCRIPTION
 PP0101
 PP0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PP0101'7.6 MI N FROM WABASHA, MN.
 PP0101'7.6 MILES NORTH OF WABASHA DEPOT.  44 FEET WEST OF CENTER OF MAIN
 PP0101'TRACK OF C. M. ST. P. AND P. RR.  1 FOOT EAST OF FENCE.  2 FEET NORTH
 PP0101'EAST OF FENCE POST.  0.3 MILE NORTH OF KNIGHTS HOUSE.  19 RAILS SOUTH
 PP0101'OF BRIDGE NO. M 32.
 PP0101
 PP0101                          STATION RECOVERY (1974)
 PP0101
 PP0101'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 PP0101'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0110 ***********************************************************************
 QN0110  DESIGNATION -  L 53
 QN0110  PID         -  QN0110
 QN0110  STATE/COUNTY-  WI/TAYLOR
 QN0110  USGS QUAD   -  OGEMA (1970)
 QN0110
 QN0110                         *CURRENT SURVEY CONTROL
 QN0110  ___________________________________________________________________
 QN0110* NAD 83(1986)-  45 22 38.     (N)    090 17 52.     (W)     SCALED    
 QN0110* NAVD 88     -       470.421  (meters)    1543.37   (feet)  ADJUSTED  
 QN0110  ___________________________________________________________________
 QN0110  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 QN0110  DYNAMIC HT  -         470.388 (meters)    1543.26  (feet)  COMP
 QN0110  MODELED GRAV-     980,533.2   (mgal)                       NAVD 88
 QN0110
 QN0110  VERT ORDER  -  SECOND    CLASS 0
 QN0110
 QN0110.The horizontal coordinates were scaled from a topographic map and have
 QN0110.an estimated accuracy of +/- 6 seconds.
 QN0110
 QN0110.The orthometric height was determined by differential leveling
 QN0110.and adjusted by the National Geodetic Survey in June 1991..
 QN0110
 QN0110.The geoid height was determined by GEOID03.
 QN0110
 QN0110.The dynamic height is computed by dividing the NAVD 88
 QN0110.geopotential number by the normal gravity value computed on the
 QN0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0110.degrees latitude (g = 980.6199 gals.).
 QN0110
 QN0110.The modeled gravity was interpolated from observed gravity values.
 QN0110
 QN0110;                    North         East    Units  Estimated Accuracy
 QN0110;SPC WI C     -   171,600.      576,680.      MT  (+/- 180 meters Scaled)
 QN0110
 QN0110                          SUPERSEDED SURVEY CONTROL
 QN0110
 QN0110  NGVD 29 (??/??/92)  470.410  (m)         1543.34   (f) ADJ UNCH    2 0
 QN0110
 QN0110.Superseded values are not recommended for survey control.
 QN0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0110.See file dsdata.txt to determine how the superseded data were derived.
 QN0110
 QN0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL115284(NAD 83)
 QN0110_MARKER: DB = BENCH MARK DISK
 QN0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0110_STAMPING: L 53 1934
 QN0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0110+STABILITY: SURFACE MOTION
 QN0110
 QN0110  HISTORY     - Date     Condition        Report By
 QN0110  HISTORY     - 1934     MONUMENTED       CGS
 QN0110  HISTORY     - 20041012 MARK NOT FOUND   WIDT
 QN0110
 QN0110                          STATION DESCRIPTION
 QN0110
 QN0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QN0110'1.8 MI N FROM WESTBORO.
 QN0110'1.8 MILES NORTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QN0110'MARIE RAILWAY FROM WESTBORO, TAYLOR COUNTY, 6 POLES SOUTH OF
 QN0110'MILEPOST 334, AT A FARM-ROAD CROSSING, 40 FEET NORTH OF THE ROAD,
 QN0110'75 FEET EAST OF STATE HIGHWAY 13, AND 25 FEET WEST OF THE
 QN0110'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED L 53 1934 AND
 QN0110'SET IN THE TOP OF A CONCRETE POST.
 QN0110
 QN0110                          STATION RECOVERY (2004)
 QN0110
 QN0110'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0212 ***********************************************************************
 ON0212  DESIGNATION -  L 54
 ON0212  PID         -  ON0212
 ON0212  STATE/COUNTY-  WI/VERNON
 ON0212  USGS QUAD   -  GENOA (1983)
 ON0212
 ON0212                         *CURRENT SURVEY CONTROL
 ON0212  ___________________________________________________________________
 ON0212* NAD 83(1986)-  43 33 03.     (N)    091 13 41.     (W)     SCALED    
 ON0212* NAVD 88     -       193.028  (meters)     633.29   (feet)  ADJUSTED  
 ON0212  ___________________________________________________________________
 ON0212  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 ON0212  DYNAMIC HT  -         192.992 (meters)     633.17  (feet)  COMP
 ON0212  MODELED GRAV-     980,429.1   (mgal)                       NAVD 88
 ON0212
 ON0212  VERT ORDER  -  FIRST     CLASS I
 ON0212
 ON0212.The horizontal coordinates were scaled from a topographic map and have
 ON0212.an estimated accuracy of +/- 6 seconds.
 ON0212
 ON0212.The orthometric height was determined by differential leveling
 ON0212.and adjusted by the National Geodetic Survey in June 1991..
 ON0212
 ON0212.The geoid height was determined by GEOID03.
 ON0212
 ON0212.The dynamic height is computed by dividing the NAVD 88
 ON0212.geopotential number by the normal gravity value computed on the
 ON0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0212.degrees latitude (g = 980.6199 gals.).
 ON0212
 ON0212.The modeled gravity was interpolated from observed gravity values.
 ON0212
 ON0212;                    North         East    Units  Estimated Accuracy
 ON0212;SPC WI S     -   173,010.      500,770.      MT  (+/- 180 meters Scaled)
 ON0212
 ON0212                          SUPERSEDED SURVEY CONTROL
 ON0212
 ON0212  NGVD 29 (??/??/92)  193.063  (m)          633.41   (f) ADJ UNCH    1 1
 ON0212
 ON0212.Superseded values are not recommended for survey control.
 ON0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0212.See file dsdata.txt to determine how the superseded data were derived.
 ON0212
 ON0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ431235(NAD 83)
 ON0212_MARKER: DD = SURVEY DISK
 ON0212_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ON0212_SP_SET: CULVERT
 ON0212_STAMPING: PBM L54 1932
 ON0212_MARK LOGO: DOD   
 ON0212_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ON0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0212+STABILITY: SURFACE MOTION
 ON0212_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0212+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2001
 ON0212
 ON0212  HISTORY     - Date     Condition        Report By
 ON0212  HISTORY     - 1932     MONUMENTED       DOD
 ON0212  HISTORY     - 1970     GOOD             NGS
 ON0212  HISTORY     - 20010410 GOOD             WIDT
 ON0212
 ON0212                          STATION DESCRIPTION
 ON0212
 ON0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0212'1.4 MI S FROM GENOA.
 ON0212'ABOUT 1.35 MILES SOUTH ALONG THE BURLINGTON NORTHERN RAILROAD
 ON0212'FROM THE CENTRAL CONTROL BUILDING FOR LOCK AND DAM NUMBER 8
 ON0212'AT GENOA, 0.1 MILE NORTH OF MILEPOST 279, 18.5 FEET EAST OF
 ON0212'THE EAST RAIL OF THE EAST TRACK, SET IN THE TOP OF THE SOUTH
 ON0212'END OF THE EAST CONCRETE HEADWALL OF AN 8- X 8-FOOT CONCRETE
 ON0212'CULVERT WHICH IS NUMBERED 279.12, 28.7 FEET SOUTH OF A CONCRETE
 ON0212'BATTERY WELL, AND ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK.
 ON0212'SECTION 4, T 12N, R 7W.
 ON0212
 ON0212                          STATION RECOVERY (2001)
 ON0212
 ON0212'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 ON0212'OWNERSHIP--BURLINGTON NORTHERN RAILROAD.  TO REACH THE STATION FROM
 ON0212'THE JUNCTION OF STATE HIGHWAY 35 WITH STATE HIGHWAY 56 IN THE VILLAGE
 ON0212'OF GENOA, GO SOUTH FOR 0.7 MI (1.13 KM) TO DAIRYLAND POWER COOPERATIVE
 ON0212'GENOA STATION NO.  3, CONTINUE SOUTH FOR 0.5 MI (0.8 KM) TO THE
 ON0212'STATION ON THE RIGHT.  THE STATION IS A US ENGINEER SURVEY DISK SET IN
 ON0212'THE TOP OF THE SOUTH END OF THE EAST WALL OF A CONCRETE BOX CULVERT
 ON0212'HEADWALL ABOUT 2 M (6.6 FT) BELOW THE RAILROAD TRACKS.  THE STATION IS
 ON0212'10.1 M (33.1 FT) WEST-SOUTHWEST OF A REINFORCED CONCRETE CULVERT PIPE,
 ON0212'9 M (29.5 FT) SOUTH-SOUTHEAST OF THE TOP CENTER OF A BATTERY WELL AND
 ON0212'5.8 M (19.0 FT) EAST OF THE EAST TRACK.  ---NOTE---THIS STATION IS NOT
 ON0212'SUITABLE FOR GPS OBSERVATION DUE TO THE TREES IN ALL QUADRANTS
 ON0212'EXTENDING TO 50 DEGREES ABOVE THE HORIZON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0134 ***********************************************************************
 PO0134  DESIGNATION -  L 54
 PO0134  PID         -  PO0134
 PO0134  STATE/COUNTY-  WI/JACKSON
 PO0134  USGS QUAD   -  MERRILLAN (1984)
 PO0134
 PO0134                         *CURRENT SURVEY CONTROL
 PO0134  ___________________________________________________________________
 PO0134* NAD 83(1986)-  44 24 31.     (N)    090 48 55.     (W)     SCALED    
 PO0134* NAVD 88     -       277.633  (meters)     910.87   (feet)  ADJUSTED  
 PO0134  ___________________________________________________________________
 PO0134  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 PO0134  DYNAMIC HT  -         277.590 (meters)     910.73  (feet)  COMP
 PO0134  MODELED GRAV-     980,456.3   (mgal)                       NAVD 88
 PO0134
 PO0134  VERT ORDER  -  SECOND    CLASS 0
 PO0134
 PO0134.The horizontal coordinates were scaled from a topographic map and have
 PO0134.an estimated accuracy of +/- 6 seconds.
 PO0134
 PO0134.The orthometric height was determined by differential leveling
 PO0134.and adjusted by the National Geodetic Survey in June 1991..
 PO0134
 PO0134.The geoid height was determined by GEOID03.
 PO0134
 PO0134.The dynamic height is computed by dividing the NAVD 88
 PO0134.geopotential number by the normal gravity value computed on the
 PO0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0134.degrees latitude (g = 980.6199 gals.).
 PO0134
 PO0134.The modeled gravity was interpolated from observed gravity values.
 PO0134
 PO0134;                    North         East    Units  Estimated Accuracy
 PO0134;SPC WI C     -    64,250.      535,060.      MT  (+/- 180 meters Scaled)
 PO0134
 PO0134                          SUPERSEDED SURVEY CONTROL
 PO0134
 PO0134  NGVD 29 (??/??/92)  277.636  (m)          910.88   (f) ADJ UNCH    2 0
 PO0134
 PO0134.Superseded values are not recommended for survey control.
 PO0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0134.See file dsdata.txt to determine how the superseded data were derived.
 PO0134
 PO0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK739195(NAD 83)
 PO0134_MARKER: DB = BENCH MARK DISK
 PO0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0134+STABILITY: SURFACE MOTION
 PO0134
 PO0134  HISTORY     - Date     Condition        Report By
 PO0134  HISTORY     - UNK      MONUMENTED       CGS
 PO0134  HISTORY     - 1934     GOOD             NGS
 PO0134
 PO0134                          STATION DESCRIPTION
 PO0134
 PO0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PO0134'3.4 MI S FROM MERRILLAN.
 PO0134'3.4 MILES SOUTH OF BY RAILROAD ALONG THE CHICAGO MINNEAPOLIS ST
 PO0134'PAUL AND OMAHA RR 40 FEET WEST OF CENTER OF SOUTHBOUND TRACK 8
 PO0134'FEET WEST OF TELEGRAPH POLE 2244 1 1/2 POLES NORTH OF MP 135
 PO0134'2 IN ABOVE THE GROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0035 ***********************************************************************
 PO0035  DESIGNATION -  L 55
 PO0035  PID         -  PO0035
 PO0035  STATE/COUNTY-  WI/WOOD
 PO0035  USGS QUAD   -  MARSHFIELD (1979)
 PO0035
 PO0035                         *CURRENT SURVEY CONTROL
 PO0035  ___________________________________________________________________
 PO0035* NAD 83(1986)-  44 39 38.     (N)    090 14 19.     (W)     SCALED    
 PO0035* NAVD 88     -       373.806  (meters)    1226.40   (feet)  ADJUSTED  
 PO0035  ___________________________________________________________________
 PO0035  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 PO0035  DYNAMIC HT  -         373.742 (meters)    1226.19  (feet)  COMP
 PO0035  MODELED GRAV-     980,437.3   (mgal)                       NAVD 88
 PO0035
 PO0035  VERT ORDER  -  SECOND    CLASS 0
 PO0035
 PO0035.The horizontal coordinates were scaled from a topographic map and have
 PO0035.an estimated accuracy of +/- 6 seconds.
 PO0035
 PO0035.The orthometric height was determined by differential leveling
 PO0035.and adjusted by the National Geodetic Survey in June 1991..
 PO0035
 PO0035.The geoid height was determined by GEOID03.
 PO0035
 PO0035.The dynamic height is computed by dividing the NAVD 88
 PO0035.geopotential number by the normal gravity value computed on the
 PO0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0035.degrees latitude (g = 980.6199 gals.).
 PO0035
 PO0035.The modeled gravity was interpolated from observed gravity values.
 PO0035
 PO0035;                    North         East    Units  Estimated Accuracy
 PO0035;SPC WI C     -    91,950.      581,080.      MT  (+/- 180 meters Scaled)
 PO0035
 PO0035                          SUPERSEDED SURVEY CONTROL
 PO0035
 PO0035  NGVD 29 (??/??/92)  373.816  (m)         1226.43   (f) ADJ UNCH    2 0
 PO0035
 PO0035.Superseded values are not recommended for survey control.
 PO0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0035.See file dsdata.txt to determine how the superseded data were derived.
 PO0035
 PO0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK189489(NAD 83)
 PO0035_MARKER: DB = BENCH MARK DISK
 PO0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0035_STAMPING: L 55 1934
 PO0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0035+STABILITY: SURFACE MOTION
 PO0035
 PO0035  HISTORY     - Date     Condition        Report By
 PO0035  HISTORY     - 1934     MONUMENTED       CGS
 PO0035  HISTORY     - 1944     GOOD             LOCSUR
 PO0035  HISTORY     - 1980     MARK NOT FOUND   LOCSUR
 PO0035  HISTORY     - 20031030 MARK NOT FOUND   WIDT
 PO0035
 PO0035                          STATION DESCRIPTION
 PO0035
 PO0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PO0035'3 MI SW FROM MARSHFIELD.
 PO0035'ABOUT 3.0 MILES SOUTHWEST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 PO0035'AND OMAHA RAILWAY FROM MARSHFIELD, WOOD COUNTY, AT MILEPOST
 PO0035'34+22-1/2, ABOUT 450 FEET SOUTHWEST OF TWO LARGE RED BARNS, ABOUT
 PO0035'35 FEET NORTH OF A ROAD CROSSING, 24 FEET WEST OF THE CENTER
 PO0035'LINE OF THE TRACK, AND 3 FEET NORTHEAST OF A FENCE.  A STANDARD
 PO0035'DISK, STAMPED L 55 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PO0035
 PO0035                          STATION RECOVERY (1944)
 PO0035
 PO0035'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1944
 PO0035'RECOVERED IN GOOD CONDITION.
 PO0035
 PO0035                          STATION RECOVERY (1980)
 PO0035
 PO0035'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 PO0035'MARK NOT FOUND.
 PO0035
 PO0035                          STATION RECOVERY (2003)
 PO0035
 PO0035'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0255 ***********************************************************************
 QN0255  DESIGNATION -  L 57
 QN0255  PID         -  QN0255
 QN0255  STATE/COUNTY-  WI/CHIPPEWA
 QN0255  USGS QUAD   -  NEW AUBURN (1975)
 QN0255
 QN0255                         *CURRENT SURVEY CONTROL
 QN0255  ___________________________________________________________________
 QN0255* NAD 83(1986)-  45 12 25.     (N)    091 33 49.     (W)     SCALED    
 QN0255* NAVD 88     -       337.736  (meters)    1108.06   (feet)  ADJUSTED  
 QN0255  ___________________________________________________________________
 QN0255  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 QN0255  DYNAMIC HT  -         337.715 (meters)    1107.99  (feet)  COMP
 QN0255  MODELED GRAV-     980,543.4   (mgal)                       NAVD 88
 QN0255
 QN0255  VERT ORDER  -  SECOND    CLASS 0
 QN0255
 QN0255.The horizontal coordinates were scaled from a topographic map and have
 QN0255.an estimated accuracy of +/- 6 seconds.
 QN0255
 QN0255.The orthometric height was determined by differential leveling
 QN0255.and adjusted by the National Geodetic Survey in June 1991..
 QN0255
 QN0255.The geoid height was determined by GEOID03.
 QN0255
 QN0255.The dynamic height is computed by dividing the NAVD 88
 QN0255.geopotential number by the normal gravity value computed on the
 QN0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0255.degrees latitude (g = 980.6199 gals.).
 QN0255
 QN0255.The modeled gravity was interpolated from observed gravity values.
 QN0255
 QN0255;                    North         East    Units  Estimated Accuracy
 QN0255;SPC WI C     -   153,820.      477,170.      MT  (+/- 180 meters Scaled)
 QN0255
 QN0255                          SUPERSEDED SURVEY CONTROL
 QN0255
 QN0255  NGVD 29 (??/??/92)  337.729  (m)         1108.03   (f) ADJ UNCH    2 0
 QN0255
 QN0255.Superseded values are not recommended for survey control.
 QN0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0255.See file dsdata.txt to determine how the superseded data were derived.
 QN0255
 QN0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL128069(NAD 83)
 QN0255_MARKER: DB = BENCH MARK DISK
 QN0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0255_STAMPING: L 57 1934
 QN0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0255+STABILITY: SURFACE MOTION
 QN0255
 QN0255  HISTORY     - Date     Condition        Report By
 QN0255  HISTORY     - 1934     MONUMENTED       CGS
 QN0255  HISTORY     - 20031105 MARK NOT FOUND   WIDT
 QN0255
 QN0255                          STATION DESCRIPTION
 QN0255
 QN0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QN0255'2.5 MI N FROM NEW AUBURN.
 QN0255'AT NEW AUBURN, CHIPPEWA COUNTY, ON THE CHICAGO, SAINT PAUL,
 QN0255'MINNEAPOLIS AND OMAHA RAILWAY, 2 1/2 RAILS NORTH OF THE STATION,
 QN0255'AT A ROAD CROSSING, 50 FEET SOUTH OF THE ROAD, 50 FEET WEST OF
 QN0255'THE CENTERLINE OF THE TRACK, 2 FEET SOUTH OF AN EAST-AND-WEST
 QN0255'FENCE, AND 1 FOOT EAST OF A NORTH-AND-SOUTH FENCE.  A STANDARD
 QN0255'DISK, STAMPED L 57 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QN0255
 QN0255                          STATION RECOVERY (2003)
 QN0255
 QN0255'RECOVERY NOTE BY WI DEPT OF TRANSP 2003
 QN0255'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0430 ***********************************************************************
 ON0430  DESIGNATION -  L 57
 ON0430  PID         -  ON0430
 ON0430  STATE/COUNTY-  WI/VERNON
 ON0430  USGS QUAD   -  DE SOTO (1983)
 ON0430
 ON0430                         *CURRENT SURVEY CONTROL
 ON0430  ___________________________________________________________________
 ON0430* NAD 83(1986)-  43 27 58.     (N)    091 12 52.     (W)     SCALED    
 ON0430* NAVD 88     -       194.042  (meters)     636.62   (feet)  ADJUSTED  
 ON0430  ___________________________________________________________________
 ON0430  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 ON0430  DYNAMIC HT  -         194.005 (meters)     636.50  (feet)  COMP
 ON0430  MODELED GRAV-     980,420.9   (mgal)                       NAVD 88
 ON0430
 ON0430  VERT ORDER  -  FIRST     CLASS I
 ON0430
 ON0430.The horizontal coordinates were scaled from a topographic map and have
 ON0430.an estimated accuracy of +/- 6 seconds.
 ON0430
 ON0430.The orthometric height was determined by differential leveling
 ON0430.and adjusted by the National Geodetic Survey in June 1991..
 ON0430
 ON0430.The geoid height was determined by GEOID03.
 ON0430
 ON0430.The dynamic height is computed by dividing the NAVD 88
 ON0430.geopotential number by the normal gravity value computed on the
 ON0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0430.degrees latitude (g = 980.6199 gals.).
 ON0430
 ON0430.The modeled gravity was interpolated from observed gravity values.
 ON0430
 ON0430;                    North         East    Units  Estimated Accuracy
 ON0430;SPC WI S     -   163,590.      501,740.      MT  (+/- 180 meters Scaled)
 ON0430
 ON0430                          SUPERSEDED SURVEY CONTROL
 ON0430
 ON0430  NGVD 29 (??/??/92)  194.083  (m)          636.75   (f) ADJ UNCH    1 1
 ON0430
 ON0430.Superseded values are not recommended for survey control.
 ON0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0430.See file dsdata.txt to determine how the superseded data were derived.
 ON0430
 ON0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ444141(NAD 83)
 ON0430_MARKER: DD = SURVEY DISK
 ON0430_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ON0430_SP_SET: BOX CULVERT
 ON0430_STAMPING: PBM L57 1932
 ON0430_MARK LOGO: DOD   
 ON0430_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ON0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0430+STABILITY: SURFACE MOTION
 ON0430_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0430+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2001
 ON0430
 ON0430  HISTORY     - Date     Condition        Report By
 ON0430  HISTORY     - 1932     MONUMENTED       DOD
 ON0430  HISTORY     - 1970     GOOD             NGS
 ON0430  HISTORY     - 20010412 GOOD             WIDT
 ON0430
 ON0430                          STATION DESCRIPTION
 ON0430
 ON0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0430'1.2 MI S FROM VICTORY.
 ON0430'ABOUT 1.25 MILES SOUTH ALONG THE BURLINGTON NORTHERN RAILROAD
 ON0430'FROM THE JUNCTION OF STATE HIGHWAY 35 AND COUNTY ROAD UU AT
 ON0430'VICTORY, OR ABOUT 3.1 MILES NORTH ALONG THE BURLINGTON NORTHERN
 ON0430'RAILROAD FROM THE STATION AT DESOTO, 15.9 FEET EAST OF THE
 ON0430'EAST RAIL OF THE EAST TRACK, SET IN THE TOP OF THE SOUTH END OF
 ON0430'THE EAST CONCRETE HEADWALL OF A 10- X 8-FOOT CONCRETE BOX CULVERT
 ON0430'WHICH IS NUMBERED 273.07 AND WHICH IS USED AS AN UNDERPASS, 148
 ON0430'YARDS SOUTH OF A CROSSING OF THE RAILROAD AND A GRAVELED ROAD
 ON0430'WHICH LEADS TO VERNON COUNTY BLACKHAWK MEMORIAL PARK, 105 FEET
 ON0430'WEST OF THE CENTER LINE OF STATE HIGHWAY 35, ABOUT 10 FEET BELOW
 ON0430'THE LEVEL OF THE HIGHWAY, AND ABOUT 3 FEET BELOW THE LEVEL OF
 ON0430'THE TRACK.  SECTION 4, T 11N, R 7W.
 ON0430
 ON0430                          STATION RECOVERY (2001)
 ON0430
 ON0430'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (PJH)
 ON0430'OWNERSHIP--BURLINGTON NORTHERN RAILROAD.  TO REACH THE STATION FROM
 ON0430'THE NORTH JUNCTION OF STATE HIGHWAY 35 WITH STATE HIGHWAY 82 IN THE
 ON0430'VILLAGE OF DE SOTO, GO NORTH ON STATE HIGHWAY 35 FOR 0.5 MI (0.8 KM)
 ON0430'TO THE ENTRANCE TO VERNON COUNTY BLACKHAWK MEMORIAL PARK (COUNTY
 ON0430'HIGHWAY BI) ON THE LEFT, TURN LEFT AND GO WEST ON COUNTY HIGHWAY BI TO
 ON0430'THE RAILROAD TRACKS AND THE STATION ON THE LEFT.  THE STATION IS A
 ON0430'BRONZE US ENGINEER SURVEY DISK SET IN THE TOP OF A RAILROAD BOX
 ON0430'CULVERT ABOUT 3 M (9.8 FT) BELOW THE HIGHWAY PAVEMENT AND 1 M (3.3 FT)
 ON0430'BELOW THE RAILROAD TRACKS.  THE STATION IS 140 M (459.3 FT) SOUTH OF
 ON0430'THE CENTERLINE OF COUNTY HIGHWAY BI AT THE RAILROAD TRACKS, 65 M
 ON0430'(213.3 FT) SOUTH-SOUTHEAST A CONCRETE BATTERY BOX, 4.8 M (15.7 FT)
 ON0430'EAST OF THE EASTERN MOST RAIL, 3.7 M (12.1 FT) SOUTH-SOUTHWEST OF A
 ON0430'9-CM DIAMETER CONCRETE CORNER FENCE POST.  ---NOTE---THIS STATION IS
 ON0430'NOT SUITABLE FOR GPS OBSERVATION DUE TO TREES IN THREE QUADRANTS
 ON0430'EXTENDING HIGHER THAN 50 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP0595 ***********************************************************************
 PP0595  DESIGNATION -  L 59
 PP0595  PID         -  PP0595
 PP0595  STATE/COUNTY-  WI/PIERCE
 PP0595  USGS QUAD   -  RED WING (1994)
 PP0595
 PP0595                         *CURRENT SURVEY CONTROL
 PP0595  ___________________________________________________________________
 PP0595* NAD 83(1986)-  44 37 09.     (N)    092 31 20.     (W)     SCALED    
 PP0595* NAVD 88     -       321.533  (meters)    1054.90   (feet)  ADJUSTED  
 PP0595  ___________________________________________________________________
 PP0595  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 PP0595  DYNAMIC HT  -         321.485 (meters)    1054.74  (feet)  COMP
 PP0595  MODELED GRAV-     980,462.0   (mgal)                       NAVD 88
 PP0595
 PP0595  VERT ORDER  -  SECOND    CLASS 0
 PP0595
 PP0595.The horizontal coordinates were scaled from a topographic map and have
 PP0595.an estimated accuracy of +/- 6 seconds.
 PP0595
 PP0595.The orthometric height was determined by differential leveling
 PP0595.and adjusted by the National Geodetic Survey in June 1991..
 PP0595
 PP0595.The geoid height was determined by GEOID03.
 PP0595
 PP0595.The dynamic height is computed by dividing the NAVD 88
 PP0595.geopotential number by the normal gravity value computed on the
 PP0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0595.degrees latitude (g = 980.6199 gals.).
 PP0595
 PP0595.The modeled gravity was interpolated from observed gravity values.
 PP0595
 PP0595;                    North         East    Units  Estimated Accuracy
 PP0595;SPC WI C     -    90,430.      399,860.      MT  (+/- 180 meters Scaled)
 PP0595
 PP0595                          SUPERSEDED SURVEY CONTROL
 PP0595
 PP0595  NGVD 29 (??/??/92)  321.545  (m)         1054.94   (f) ADJ UNCH    2 0
 PP0595
 PP0595.Superseded values are not recommended for survey control.
 PP0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0595.See file dsdata.txt to determine how the superseded data were derived.
 PP0595
 PP0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK379407(NAD 83)
 PP0595_MARKER: DB = BENCH MARK DISK
 PP0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0595_STAMPING: L 59 1934
 PP0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0595+STABILITY: SURFACE MOTION
 PP0595
 PP0595  HISTORY     - Date     Condition        Report By
 PP0595  HISTORY     - 1934     MONUMENTED       CGS
 PP0595  HISTORY     - 1974     MARK NOT FOUND   USGS
 PP0595  HISTORY     - 20031203 MARK NOT FOUND   WIDT
 PP0595
 PP0595                          STATION DESCRIPTION
 PP0595
 PP0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PP0595'1.70 MI N FROM HAGER CITY.
 PP0595'1.70 MILES NORTH OF BY HIGHWAY ALONG STATE HIGHWAY NO. 46 30 FEET WEST
 PP0595'OF CENTER OF HIGHWAY 2 FEET WEST OF TELEPHONE POLE IN A TRIANGLE
 PP0595'FORMED BY NO. 46 AND A COUNTY ROAD TO THE NORTH 1 IN. ABOVE THE
 PP0595'GROUND.
 PP0595
 PP0595                          STATION RECOVERY (1974)
 PP0595
 PP0595'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 PP0595'MARK NOT FOUND.
 PP0595
 PP0595                          STATION RECOVERY (2003)
 PP0595
 PP0595'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PP0595'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0185 ***********************************************************************
 PM0185  DESIGNATION -  L 6
 PM0185  PID         -  PM0185
 PM0185  STATE/COUNTY-  WI/OCONTO
 PM0185  USGS QUAD   -  PENSAUKEE (1974)
 PM0185
 PM0185                         *CURRENT SURVEY CONTROL
 PM0185  ___________________________________________________________________
 PM0185* NAD 83(1986)-  44 46 45.     (N)    087 56 57.     (W)     SCALED    
 PM0185* NAVD 88     -       183.381  (meters)     601.64   (feet)  POSTED    
 PM0185  ___________________________________________________________________
 PM0185  GEOID HEIGHT-         -36.36  (meters)                     GEOID03
 PM0185  DYNAMIC HT  -         183.360 (meters)     601.57  (feet)  COMP
 PM0185  MODELED GRAV-     980,512.2   (mgal)                       NAVD 88
 PM0185
 PM0185  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 PM0185
 PM0185.The horizontal coordinates were scaled from a topographic map and have
 PM0185.an estimated accuracy of +/- 6 seconds.
 PM0185
 PM0185.The orthometric height was determined by differential leveling
 PM0185.and adjusted by the National Geodetic Survey in 1992..
 PM0185.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 PM0185.rate of 3.1 thru 4.0 mm/km.
 PM0185
 PM0185.The geoid height was determined by GEOID03.
 PM0185
 PM0185.The dynamic height is computed by dividing the NAVD 88
 PM0185.geopotential number by the normal gravity value computed on the
 PM0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0185.degrees latitude (g = 980.6199 gals.).
 PM0185
 PM0185.The modeled gravity was interpolated from observed gravity values.
 PM0185
 PM0185;                    North         East    Units  Estimated Accuracy
 PM0185;SPC WI C     -   107,150.      762,300.      MT  (+/- 180 meters Scaled)
 PM0185
 PM0185                          SUPERSEDED SURVEY CONTROL
 PM0185
 PM0185  NGVD 29 (??/??/92)  183.379  (m)          601.64   (f) ADJ UNCH    1 2
 PM0185
 PM0185.Superseded values are not recommended for survey control.
 PM0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0185.See file dsdata.txt to determine how the superseded data were derived.
 PM0185
 PM0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ249588(NAD 83)
 PM0185_MARKER: DB = BENCH MARK DISK
 PM0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PM0185_STAMPING: 601.636 L 6 1930
 PM0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0185+STABILITY: SURFACE MOTION
 PM0185
 PM0185  HISTORY     - Date     Condition        Report By
 PM0185  HISTORY     - 1930     MONUMENTED       CGS
 PM0185  HISTORY     - 1934     GOOD             NGS
 PM0185  HISTORY     - 20051208 MARK NOT FOUND   WIDT
 PM0185
 PM0185                          STATION DESCRIPTION
 PM0185
 PM0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PM0185'1 MI N FROM BROOKSIDE.
 PM0185'1.0 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PM0185'FROM THE WAITING SHED AT BROOKSIDE, OCONTO COUNTY, AT A ROAD
 PM0185'CROSSING, 20.5 FEET EAST OF THE EAST RAIL AND 16 FEET NORTH
 PM0185'OF THE CENTERLINE OF THE ROAD, AND NEAR A BRIDGE ON THE TRACK.
 PM0185'A STANDARD DISK, STAMPED 601.636 L 6 1930 AND SET IN
 PM0185'THE TOP OF A CONCRETE POST.
 PM0185
 PM0185                          STATION RECOVERY (2005)
 PM0185
 PM0185'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0185'MARK NOT FOUND. --ADD--THE AREA OF THE STATION APPEARS TO HAVE BEEN
 PM0185'FILLED DURING ROAD RECONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0311 ***********************************************************************
 PO0311  DESIGNATION -  L 60
 PO0311  PID         -  PO0311
 PO0311  STATE/COUNTY-  WI/TREMPEALEAU
 PO0311  USGS QUAD   -  DODGE (1973)
 PO0311
 PO0311                         *CURRENT SURVEY CONTROL
 PO0311  ___________________________________________________________________
 PO0311* NAD 83(1986)-  44 14 32.     (N)    091 31 29.     (W)     SCALED    
 PO0311* NAVD 88     -       219.752  (meters)     720.97   (feet)  ADJUSTED  
 PO0311  ___________________________________________________________________
 PO0311  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 PO0311  DYNAMIC HT  -         219.724 (meters)     720.88  (feet)  COMP
 PO0311  MODELED GRAV-     980,484.0   (mgal)                       NAVD 88
 PO0311
 PO0311  VERT ORDER  -  SECOND    CLASS 0
 PO0311
 PO0311.The horizontal coordinates were scaled from a topographic map and have
 PO0311.an estimated accuracy of +/- 6 seconds.
 PO0311
 PO0311.The orthometric height was determined by differential leveling
 PO0311.and adjusted by the National Geodetic Survey in June 1991..
 PO0311
 PO0311.The geoid height was determined by GEOID03.
 PO0311
 PO0311.The dynamic height is computed by dividing the NAVD 88
 PO0311.geopotential number by the normal gravity value computed on the
 PO0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0311.degrees latitude (g = 980.6199 gals.).
 PO0311
 PO0311.The modeled gravity was interpolated from observed gravity values.
 PO0311
 PO0311;                    North         East    Units  Estimated Accuracy
 PO0311;SPC WI C     -    46,580.      478,210.      MT  (+/- 180 meters Scaled)
 PO0311
 PO0311                          SUPERSEDED SURVEY CONTROL
 PO0311
 PO0311  NGVD 29 (??/??/92)  219.768  (m)          721.02   (f) ADJ UNCH    2 0
 PO0311
 PO0311.Superseded values are not recommended for survey control.
 PO0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0311.See file dsdata.txt to determine how the superseded data were derived.
 PO0311
 PO0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ177998(NAD 83)
 PO0311_MARKER: DB = BENCH MARK DISK
 PO0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0311+STABILITY: SURFACE MOTION
 PO0311
 PO0311  HISTORY     - Date     Condition        Report By
 PO0311  HISTORY     - UNK      MONUMENTED       CGS
 PO0311  HISTORY     - 1934     GOOD             NGS
 PO0311  HISTORY     - 1973     MARK NOT FOUND   USGS
 PO0311
 PO0311                          STATION DESCRIPTION
 PO0311
 PO0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PO0311'1.4 MI S FROM ARCADIA.
 PO0311'1.4 MILES SOUTH OF BY RAILROAD ALONG THE GREEN BAY AND WESTERN
 PO0311'RR, 14 FEET EAST OF CENTER LINE OF TRACK, 15 FEET SOUTH OF
 PO0311'FARM ROAD CROSSING, 2 IN ABOVE THE GROUND
 PO0311
 PO0311                          STATION RECOVERY (1973)
 PO0311
 PO0311'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PO0311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL1126 ***********************************************************************
 RL1126  DESIGNATION -  L 61
 RL1126  PID         -  RL1126
 RL1126  STATE/COUNTY-  WI/IRON
 RL1126  USGS QUAD   -  WINCHESTER (1981)
 RL1126
 RL1126                         *CURRENT SURVEY CONTROL
 RL1126  ___________________________________________________________________
 RL1126* NAD 83(1986)-  46 11 23.     (N)    089 56 38.     (W)     SCALED    
 RL1126* NAVD 88     -       495.118  (meters)    1624.40   (feet)  ADJUSTED  
 RL1126  ___________________________________________________________________
 RL1126  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 RL1126  DYNAMIC HT  -         495.115 (meters)    1624.39  (feet)  COMP
 RL1126  MODELED GRAV-     980,591.5   (mgal)                       NAVD 88
 RL1126
 RL1126  VERT ORDER  -  SECOND    CLASS 0
 RL1126
 RL1126.The horizontal coordinates were scaled from a topographic map and have
 RL1126.an estimated accuracy of +/- 6 seconds.
 RL1126
 RL1126.The orthometric height was determined by differential leveling
 RL1126.and adjusted by the National Geodetic Survey in June 1991..
 RL1126
 RL1126.The geoid height was determined by GEOID03.
 RL1126
 RL1126.The dynamic height is computed by dividing the NAVD 88
 RL1126.geopotential number by the normal gravity value computed on the
 RL1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1126.degrees latitude (g = 980.6199 gals.).
 RL1126
 RL1126.The modeled gravity was interpolated from observed gravity values.
 RL1126
 RL1126;                    North         East    Units  Estimated Accuracy
 RL1126;SPC WI N     -   113,710.      604,330.      MT  (+/- 180 meters Scaled)
 RL1126
 RL1126                          SUPERSEDED SURVEY CONTROL
 RL1126
 RL1126  NGVD 29 (??/??/92)  495.106  (m)         1624.36   (f) ADJ UNCH    2 0
 RL1126
 RL1126.Superseded values are not recommended for survey control.
 RL1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1126.See file dsdata.txt to determine how the superseded data were derived.
 RL1126
 RL1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS728193(NAD 83)
 RL1126_MARKER: DB = BENCH MARK DISK
 RL1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1126_STAMPING: L61 1948
 RL1126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1126+STABILITY: SURFACE MOTION
 RL1126_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1126+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2005
 RL1126
 RL1126  HISTORY     - Date     Condition        Report By
 RL1126  HISTORY     - 1948     MONUMENTED       CGS
 RL1126  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL1126  HISTORY     - 1988     GOOD             USPSQD
 RL1126  HISTORY     - 20030711 GOOD             USPSQD
 RL1126  HISTORY     - 20041125 GOOD             USPSQD
 RL1126  HISTORY     - 20050915 GOOD             WIDT
 RL1126
 RL1126                          STATION DESCRIPTION
 RL1126
 RL1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1126'4 MI SW FROM WINCHESTER.
 RL1126'ABOUT 2.4 MILES WEST AND SOUTH ALONG A GRAVEL ROAD FROM THE GRADE
 RL1126'SCHOOL AT WINCHESTER, THENCE ABOUT 1.55 MILES SOUTHWEST ALONG A
 RL1126'ROAD TO MERCER, ABOUT 0.8 MILE WEST OF THE JUNCTION OF A ROAD
 RL1126'NORTHWEST TO CEDAR ISLAND AND THE IRON-VILAS COUNTY LINE, 429
 RL1126'FEET WEST OF THE NORTH END OF A 24-INCH PIPE CULVERT, 44 FEET
 RL1126'WEST-NORTHWEST OF A TRIANGULAR BLAZED 14-INCH HEMLOCK TREE, 34
 RL1126'FEET NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 0.4 MILE WEST
 RL1126'OF A DIM CROSSROAD, 19 FEET SOUTH-SOUTHEAST OF A TRIANGULAR
 RL1126'BLAZED 20-INCH BIRCH TREE, 8 FEET EAST-NORTHEAST OF A
 RL1126'TRIANGULAR BLAZED 22-INCH HEMLOCK TREE, 1 FOOT BELOW THE ROAD
 RL1126'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL1126
 RL1126                          STATION RECOVERY (1978)
 RL1126
 RL1126'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL1126'MARK NOT FOUND.
 RL1126
 RL1126                          STATION RECOVERY (1988)
 RL1126
 RL1126'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL1126'RECOVERED IN GOOD CONDITION.
 RL1126
 RL1126                          STATION RECOVERY (2003)
 RL1126
 RL1126'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RL1126'RECOVERED IN GOOD CONDITION.  FROM THE JUNCTION OF HIGHWAY 51 AND
 RL1126'COUNTY ROAD J IN MERCER, GO EAST ON CTH J FOR 6.1 MILES TO THE STATION
 RL1126'ON THE LEFT.  IT IS ALSO 0.4 MILE WEST OF THE GRAVEL ROAD NAMED CIRCLE
 RL1126'LILY ROAD.  IT IS 1 FOOT SOUTH OF AN ORANGE FIBERGLASS WITNESS POST.
 RL1126
 RL1126                          STATION RECOVERY (2004)
 RL1126
 RL1126'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RL1126'RECOVERED IN GOOD CONDITION.
 RL1126
 RL1126                          STATION RECOVERY (2005)
 RL1126
 RL1126'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1126'RECOVERED IN GOOD CONDITION.  -ADD-THE STATION IS 30.5 M WEST OF A
 RL1126'WETLAND CLEARING, 6.1 M EAST OF A LOGGING PATH TO THE NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0406 ***********************************************************************
 ON0406  DESIGNATION -  L 61
 ON0406  PID         -  ON0406
 ON0406  STATE/COUNTY-  WI/CRAWFORD
 ON0406  USGS QUAD   -  FERRYVILLE (1983)
 ON0406
 ON0406                         *CURRENT SURVEY CONTROL
 ON0406  ___________________________________________________________________
 ON0406* NAD 83(1986)-  43 21 32.     (N)    091 07 08.     (W)     SCALED    
 ON0406* NAVD 88     -       192.995  (meters)     633.18   (feet)  ADJUSTED  
 ON0406  ___________________________________________________________________
 ON0406  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 ON0406  DYNAMIC HT  -         192.950 (meters)     633.04  (feet)  COMP
 ON0406  MODELED GRAV-     980,381.0   (mgal)                       NAVD 88
 ON0406
 ON0406  VERT ORDER  -  FIRST     CLASS I
 ON0406
 ON0406.The horizontal coordinates were scaled from a topographic map and have
 ON0406.an estimated accuracy of +/- 6 seconds.
 ON0406
 ON0406.The orthometric height was determined by differential leveling
 ON0406.and adjusted by the National Geodetic Survey in June 1991..
 ON0406
 ON0406.The geoid height was determined by GEOID03.
 ON0406
 ON0406.The dynamic height is computed by dividing the NAVD 88
 ON0406.geopotential number by the normal gravity value computed on the
 ON0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0406.degrees latitude (g = 980.6199 gals.).
 ON0406
 ON0406.The modeled gravity was interpolated from observed gravity values.
 ON0406
 ON0406;                    North         East    Units  Estimated Accuracy
 ON0406;SPC WI S     -   151,570.      509,310.      MT  (+/- 180 meters Scaled)
 ON0406
 ON0406                          SUPERSEDED SURVEY CONTROL
 ON0406
 ON0406  NGVD 29 (??/??/92)  193.039  (m)          633.33   (f) ADJ UNCH    1 1
 ON0406
 ON0406.Superseded values are not recommended for survey control.
 ON0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0406.See file dsdata.txt to determine how the superseded data were derived.
 ON0406
 ON0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ524023(NAD 83)
 ON0406_MARKER: DD = SURVEY DISK
 ON0406_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ON0406_SP_SET: CULVERT HEADWALL
 ON0406_STAMPING: PBM L61 1932
 ON0406_MARK LOGO: DOD   
 ON0406_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ON0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0406+STABILITY: SURFACE MOTION
 ON0406_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0406+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2001
 ON0406
 ON0406  HISTORY     - Date     Condition        Report By
 ON0406  HISTORY     - 1932     MONUMENTED       DOD
 ON0406  HISTORY     - 1970     GOOD             NGS
 ON0406  HISTORY     - 20010412 GOOD             WIDT
 ON0406
 ON0406                          STATION DESCRIPTION
 ON0406
 ON0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0406'1.4 MI NW FROM FERRYVILLE.
 ON0406'ABOUT 1.4 MILES NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD
 ON0406'FROM THE STATION AT FERRYVILLE, 0.5 MILE SOUTHEAST OF MILEPOST
 ON0406'264, 120 YARDS WEST OF THE JUNCTION OF STATE HIGHWAY 35 AND
 ON0406'COUNTY ROAD B, SET IN THE TOP OF THE SOUTHEAST END OF THE
 ON0406'NORTHEAST CONCRETE HEADWALL OF A 10- X 12-FOOT CONCRETE BOX
 ON0406'CULVERT WHICH IS NUMBERED 263.53, 8.5 FEET NORTHEAST OF THE
 ON0406'NORTHEAST RAIL OF THE NORTHEAST TRACK, 68.2 FEET SOUTHWEST OF
 ON0406'THE CENTER LINE OF STATE HIGHWAY 35, ABOUT LEVEL WITH THE
 ON0406'HIGHWAY, AND ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 ON0406'SECTION 8, T 10 N, R 6 W.
 ON0406
 ON0406                          STATION RECOVERY (2001)
 ON0406
 ON0406'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 ON0406'OWNERSHIP--BURLINGTON NORTHERN RAILROAD.  TO REACH THE STATION FROM
 ON0406'THE SOUTH JUNCTION OF STATE HIGHWAY 35 AND STATE HIGHWAY 82 ABOUT 2 MI
 ON0406'(3.22 KM) SOUTH OF THE VILLAGE OF DE SOTO, GO SOUTH ON STATE HIGHWAY
 ON0406'35 FOR 3.8 MI (6.12 KM) TO COUNTY HIGHWAY B ON THE LEFT AND THE
 ON0406'STATION ON THE RIGHT.  THE STATION IS A BRONZE US ENGINEERS SURVEY
 ON0406'DISK SET IN THE TOP OF A CULVERT HEADWALL ABOUT 1 M (3.3 FT) BELOW THE
 ON0406'HIGHWAY PAVEMENT.  THE STATION IS 54 M (177.2 FT) EAST-SOUTHEAST OF A
 ON0406'CONCRETE BATTERY BOX AND 2.6 M (8.5 FT) EAST-NORTHEAST OF THE EAST
 ON0406'RAIL.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATION DUE
 ON0406'TO BEING NEXT TO THE TRACKS.  ---NOTE2---THE CULVERT MARKING IS
 ON0406'--A.14--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0399 ***********************************************************************
 ON0399  DESIGNATION -  L 62
 ON0399  PID         -  ON0399
 ON0399  STATE/COUNTY-  WI/CRAWFORD
 ON0399  USGS QUAD   -  FERRYVILLE (1983)
 ON0399
 ON0399                         *CURRENT SURVEY CONTROL
 ON0399  ___________________________________________________________________
 ON0399* NAD 83(1986)-  43 20 21.     (N)    091 04 55.     (W)     SCALED    
 ON0399* NAVD 88     -       192.189  (meters)     630.54   (feet)  ADJUSTED  
 ON0399  ___________________________________________________________________
 ON0399  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 ON0399  DYNAMIC HT  -         192.143 (meters)     630.39  (feet)  COMP
 ON0399  MODELED GRAV-     980,375.7   (mgal)                       NAVD 88
 ON0399
 ON0399  VERT ORDER  -  FIRST     CLASS I
 ON0399
 ON0399.The horizontal coordinates were scaled from a topographic map and have
 ON0399.an estimated accuracy of +/- 6 seconds.
 ON0399
 ON0399.The orthometric height was determined by differential leveling
 ON0399.and adjusted by the National Geodetic Survey in June 1991..
 ON0399
 ON0399.The geoid height was determined by GEOID03.
 ON0399
 ON0399.The dynamic height is computed by dividing the NAVD 88
 ON0399.geopotential number by the normal gravity value computed on the
 ON0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0399.degrees latitude (g = 980.6199 gals.).
 ON0399
 ON0399.The modeled gravity was interpolated from observed gravity values.
 ON0399
 ON0399;                    North         East    Units  Estimated Accuracy
 ON0399;SPC WI S     -   149,340.      512,270.      MT  (+/- 180 meters Scaled)
 ON0399
 ON0399                          SUPERSEDED SURVEY CONTROL
 ON0399
 ON0399  NGVD 29 (??/??/92)  192.235  (m)          630.69   (f) ADJ UNCH    1 1
 ON0399
 ON0399.Superseded values are not recommended for survey control.
 ON0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0399.See file dsdata.txt to determine how the superseded data were derived.
 ON0399
 ON0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ554002(NAD 83)
 ON0399_MARKER: DD = SURVEY DISK
 ON0399_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ON0399_SP_SET: BRIDGE ABUTMENT
 ON0399_STAMPING: PBM L62 1932
 ON0399_MARK LOGO: DOD   
 ON0399_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ON0399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0399_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0399+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2001
 ON0399
 ON0399  HISTORY     - Date     Condition        Report By
 ON0399  HISTORY     - 1932     MONUMENTED       DOD
 ON0399  HISTORY     - 1970     GOOD             NGS
 ON0399  HISTORY     - 20010412 GOOD             WIDT
 ON0399
 ON0399                          STATION DESCRIPTION
 ON0399
 ON0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0399'1 MI SE FROM FERRYVILLE.
 ON0399'ABOUT 1.05 MILES SOUTHEAST ALONG THE BURLINGTON NORTHERN RAILROAD
 ON0399'FROM THE STATION AT FERRYVILLE, 6.0 FEET NORTHEAST OF THE
 ON0399'NORTHEAST RAIL OF THE NORTHEAST TRACK, SET IN THE TOP OF THE
 ON0399'NORTHEAST END OF THE LEDGE ON THE SOUTHEAST CONCRETE ABUTMENT
 ON0399'OF RAILROAD BRIDGE NUMBER 261.18 OVER SUGAR CREEK, 2.0 FEET
 ON0399'SOUTHWEST OF THE NORTHEAST END OF THE ABUTMENT, 2 FEET BELOW
 ON0399'THE TOP OF THE ABUTMENT AND ABOUT 4 FEET BELOW THE LEVEL OF THE
 ON0399'TRACK.  SECTION 16, T 10 N, R 6 W.
 ON0399
 ON0399                          STATION RECOVERY (2001)
 ON0399
 ON0399'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 ON0399'OWNERSHIP--BURLINGTON NORTHERN RAILROAD.  TO REACH THE STATION FROM
 ON0399'THE JUNCTION OF STATE HIGHWAY 35 WITH COUNTY HIGHWAY C ABOUT 1.2 MI
 ON0399'(1.93 KM) SOUTHEAST FROM THE VILLAGE OF FERRYVILLE , GO SOUTH ON STATE
 ON0399'HIGHWAY 35 FOR 0.4 MI (0.64 KM) TO SOUTHERN MOST CAMPGROUND ENTRANCE
 ON0399'--15655-- AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE US
 ON0399'ENGINEER SURVEY DISK SET IN THE TOP OF A CONCRETE BRIDGE ABUTMENT
 ON0399'ABOUT 1 M (3.3 FT) BELOW THE RAILROAD TRACKS.  THE STATION IS 1.8 M
 ON0399'(5.9 FT) NORTHEAST OF THE NORTHEAST RAIL OF THE RAILROAD, 0.5 M (1.6
 ON0399'FT) WEST OF MILEPOST --261.18--.  ---NOTE---THE STATION NOT SUITABLE
 ON0399'FOR GPS OBSERVATION DUE TO IT BEING SET TO CLOSE TO THE RAILROAD
 ON0399'TRACKS.  ---NOTE2---THE STATION IS SET IN THE EAST SIDE OF THE SOUTH
 ON0399'ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL1092 ***********************************************************************
 RL1092  DESIGNATION -  L 62
 RL1092  PID         -  RL1092
 RL1092  STATE/COUNTY-  WI/VILAS
 RL1092  USGS QUAD   -  LAND O' LAKES (1982)
 RL1092
 RL1092                         *CURRENT SURVEY CONTROL
 RL1092  ___________________________________________________________________
 RL1092* NAD 83(1986)-  46 07 36.     (N)    089 09 55.     (W)     SCALED    
 RL1092* NAVD 88     -       515.007  (meters)    1689.65   (feet)  ADJUSTED  
 RL1092  ___________________________________________________________________
 RL1092  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 RL1092  DYNAMIC HT  -         515.003 (meters)    1689.64  (feet)  COMP
 RL1092  MODELED GRAV-     980,591.2   (mgal)                       NAVD 88
 RL1092
 RL1092  VERT ORDER  -  SECOND    CLASS 0
 RL1092
 RL1092.The horizontal coordinates were scaled from a topographic map and have
 RL1092.an estimated accuracy of +/- 6 seconds.
 RL1092
 RL1092.The orthometric height was determined by differential leveling
 RL1092.and adjusted by the National Geodetic Survey in June 1991..
 RL1092
 RL1092.The geoid height was determined by GEOID03.
 RL1092
 RL1092.The dynamic height is computed by dividing the NAVD 88
 RL1092.geopotential number by the normal gravity value computed on the
 RL1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1092.degrees latitude (g = 980.6199 gals.).
 RL1092
 RL1092.The modeled gravity was interpolated from observed gravity values.
 RL1092
 RL1092;                    North         East    Units  Estimated Accuracy
 RL1092;SPC WI N     -   107,040.      664,510.      MT  (+/- 180 meters Scaled)
 RL1092
 RL1092                          SUPERSEDED SURVEY CONTROL
 RL1092
 RL1092  NGVD 29 (??/??/92)  515.020  (m)         1689.69   (f) ADJ UNCH    2 0
 RL1092
 RL1092.Superseded values are not recommended for survey control.
 RL1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1092.See file dsdata.txt to determine how the superseded data were derived.
 RL1092
 RL1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS327104(NAD 83)
 RL1092_MARKER: DB = BENCH MARK DISK
 RL1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1092_STAMPING: L 62 1948
 RL1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1092+STABILITY: SURFACE MOTION
 RL1092
 RL1092  HISTORY     - Date     Condition        Report By
 RL1092  HISTORY     - 1948     MONUMENTED       CGS
 RL1092  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 RL1092  HISTORY     - 20020618 MARK NOT FOUND   USPSQD
 RL1092  HISTORY     - 20051005 MARK NOT FOUND   WIDT
 RL1092
 RL1092                          STATION DESCRIPTION
 RL1092
 RL1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1092'6.6 MI NW FROM PHELPS.
 RL1092'ABOUT 6.6 MILES NORTHWEST ALONG COUNTY HIGHWAY E FROM THE
 RL1092'JUNCTION OF STATE HIGHWAY 17 AT PHELPS, ABOUT 1.95 MILES EAST
 RL1092'OF THE JUNCTION OF U.S. HIGHWAY 45, ABOUT 60 YARDS WEST OF THE
 RL1092'WEST END OF A TURN IN THE HIGHWAY WITH TANGENTS WEST ANDSOUTHEAST
 RL1092'AND THE JUNCTION OF A ROAD EAST, ABOUT 0.25 MILE EAST OF A
 RL1092'POWER LINE CROSSING, 60 FEET SOUTH OF THE CENTER LINE OF THE
 RL1092'HIGHWAY, 16 FEET WEST OF THE CENTER LINE OF A TRAIL SOUTH, 14
 RL1092'FEET EAST OF A TELEPHONE POLE AND IN LINE WITH THE ROW OF POLES,
 RL1092'40 FEET SOUTH-SOUTHWEST OF THE SOUTH END OF A 16-INCH CORRUGATED
 RL1092'PIPE CULVERT UNDER THE HIGHWAY, 2 FEET NORTH OF A WHITE WOODEN
 RL1092'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 RL1092'OF A CONCRETE POST PROJECTING 6 INCHES.
 RL1092
 RL1092                          STATION RECOVERY (1997)
 RL1092
 RL1092'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL1092'MARK NOT FOUND.
 RL1092
 RL1092                          STATION RECOVERY (2002)
 RL1092
 RL1092'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL1092'MARK NOT FOUND.
 RL1092
 RL1092                          STATION RECOVERY (2005)
 RL1092
 RL1092'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1092'MARK NOT FOUND.  ADD-RECOVERED THE PREVIOUSLY DESCRIBED CORRUGATED
 RL1092'CULVERT, BUT RECOVERED NO EVIDENCE OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL1089 ***********************************************************************
 RL1089  DESIGNATION -  L 63
 RL1089  PID         -  RL1089
 RL1089  STATE/COUNTY-  WI/VILAS
 RL1089  USGS QUAD   -  PHELPS (1981)
 RL1089
 RL1089                         *CURRENT SURVEY CONTROL
 RL1089  ___________________________________________________________________
 RL1089* NAD 83(1986)-  46 02 14.     (N)    089 00 57.     (W)     SCALED    
 RL1089* NAVD 88     -       548.407  (meters)    1799.23   (feet)  ADJUSTED  
 RL1089  ___________________________________________________________________
 RL1089  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 RL1089  DYNAMIC HT  -         548.398 (meters)    1799.20  (feet)  COMP
 RL1089  MODELED GRAV-     980,579.9   (mgal)                       NAVD 88
 RL1089
 RL1089  VERT ORDER  -  SECOND    CLASS 0
 RL1089
 RL1089.The horizontal coordinates were scaled from a topographic map and have
 RL1089.an estimated accuracy of +/- 6 seconds.
 RL1089
 RL1089.The orthometric height was determined by differential leveling
 RL1089.and adjusted by the National Geodetic Survey in June 1991..
 RL1089
 RL1089.The geoid height was determined by GEOID03.
 RL1089
 RL1089.The dynamic height is computed by dividing the NAVD 88
 RL1089.geopotential number by the normal gravity value computed on the
 RL1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1089.degrees latitude (g = 980.6199 gals.).
 RL1089
 RL1089.The modeled gravity was interpolated from observed gravity values.
 RL1089
 RL1089;                    North         East    Units  Estimated Accuracy
 RL1089;SPC WI N     -    97,230.      676,180.      MT  (+/- 180 meters Scaled)
 RL1089
 RL1089                          SUPERSEDED SURVEY CONTROL
 RL1089
 RL1089  NGVD 29 (??/??/92)  548.407  (m)         1799.23   (f) ADJ UNCH    2 0
 RL1089
 RL1089.Superseded values are not recommended for survey control.
 RL1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1089.See file dsdata.txt to determine how the superseded data were derived.
 RL1089
 RL1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS440001(NAD 83)
 RL1089_MARKER: DB = BENCH MARK DISK
 RL1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1089_STAMPING: L 63 1948
 RL1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1089+STABILITY: SURFACE MOTION
 RL1089
 RL1089  HISTORY     - Date     Condition        Report By
 RL1089  HISTORY     - 1948     MONUMENTED       CGS
 RL1089  HISTORY     - 20020618 MARK NOT FOUND   USPSQD
 RL1089  HISTORY     - 20051005 MARK NOT FOUND   WIDT
 RL1089
 RL1089                          STATION DESCRIPTION
 RL1089
 RL1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1089'6.2 MI SE FROM PHELPS.
 RL1089'ABOUT 1.85 MILES EAST ALONG STATE HIGHWAY 17 FROM THE PHELPS
 RL1089'STATE BANK BUILDING AT PHELPS, THENCE ABOUT 4.3 MILES SOUTHEAST
 RL1089'ALONG ELVOY ROAD, AT A TURN IN THE BLACK TOP ROAD WITH TANGENTS
 RL1089'SOUTH AND WEST AND THE JUNCTION OF A GRAVEL ROAD EAST, 23 FEET
 RL1089'SOUTH OF THE CENTER LINE OF THE WEST TANGENT OF THE ROAD, 160
 RL1089'FEET WEST OF THE CENTER LINE OF THE SOUTH TANGENT OF THE ROAD,
 RL1089'1.5 FEET NORTH OF A WIRE FENCE, 14 FEET EAST OF POWER POLE NO.
 RL1089'39211, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 RL1089'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL1089'5 INCHES.
 RL1089
 RL1089                          STATION RECOVERY (2002)
 RL1089
 RL1089'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL1089'MARK NOT FOUND.
 RL1089
 RL1089                          STATION RECOVERY (2005)
 RL1089
 RL1089'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1089'MARK NOT FOUND.  ADD MEASURED THE DISTANCES FROM COUNTY HIGHWAY A AND
 RL1089'EAGLE FARM ROAD, BUT RECOVERED NO EVIDENCE OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0390 ***********************************************************************
 ON0390  DESIGNATION -  L 64
 ON0390  PID         -  ON0390
 ON0390  STATE/COUNTY-  WI/CRAWFORD
 ON0390  USGS QUAD   -  FERRYVILLE (1983)
 ON0390
 ON0390                         *CURRENT SURVEY CONTROL
 ON0390  ___________________________________________________________________
 ON0390* NAD 83(1986)-  43 17 33.     (N)    091 02 57.     (W)     SCALED    
 ON0390* NAVD 88     -       192.462  (meters)     631.44   (feet)  ADJUSTED  
 ON0390  ___________________________________________________________________
 ON0390  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 ON0390  DYNAMIC HT  -         192.417 (meters)     631.29  (feet)  COMP
 ON0390  MODELED GRAV-     980,379.3   (mgal)                       NAVD 88
 ON0390
 ON0390  VERT ORDER  -  FIRST     CLASS I
 ON0390
 ON0390.The horizontal coordinates were scaled from a topographic map and have
 ON0390.an estimated accuracy of +/- 6 seconds.
 ON0390
 ON0390.The orthometric height was determined by differential leveling
 ON0390.and adjusted by the National Geodetic Survey in June 1991..
 ON0390
 ON0390.The geoid height was determined by GEOID03.
 ON0390
 ON0390.The dynamic height is computed by dividing the NAVD 88
 ON0390.geopotential number by the normal gravity value computed on the
 ON0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0390.degrees latitude (g = 980.6199 gals.).
 ON0390
 ON0390.The modeled gravity was interpolated from observed gravity values.
 ON0390
 ON0390;                    North         East    Units  Estimated Accuracy
 ON0390;SPC WI S     -   144,120.      514,870.      MT  (+/- 180 meters Scaled)
 ON0390
 ON0390                          SUPERSEDED SURVEY CONTROL
 ON0390
 ON0390  NGVD 29 (??/??/92)  192.513  (m)          631.60   (f) ADJ UNCH    1 1
 ON0390
 ON0390.Superseded values are not recommended for survey control.
 ON0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0390.See file dsdata.txt to determine how the superseded data were derived.
 ON0390
 ON0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH582951(NAD 83)
 ON0390_MARKER: DD = SURVEY DISK
 ON0390_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ON0390_SP_SET: CULVERT HEADWALL
 ON0390_STAMPING: PBM L64 1932
 ON0390_MARK LOGO: DOD   
 ON0390_MAGNETIC: N = NO MAGNETIC MATERIAL
 ON0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0390+STABILITY: SURFACE MOTION
 ON0390_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0390+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2001
 ON0390
 ON0390  HISTORY     - Date     Condition        Report By
 ON0390  HISTORY     - 1932     MONUMENTED       DOD
 ON0390  HISTORY     - 1970     GOOD             NGS
 ON0390  HISTORY     - 20010412 GOOD             WIDT
 ON0390
 ON0390                          STATION DESCRIPTION
 ON0390
 ON0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0390'3.2 MI N FROM LYNXVILLE.
 ON0390'ABOUT 3.2 MILES NORTH ALONG THE BURLINGTON NORTHERN RAILROAD
 ON0390'FROM THE STATION AT LYNXVILLE, OR ABOUT 4.75 MILES SOUTHEAST
 ON0390'ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE STATION AT
 ON0390'FERRYVILLE, 12.4 FEET EAST OF THE EAST RAIL OF THE EAST TRACK,
 ON0390'SET IN THE TOP OF THE NORTH END OF THE EAST CONCRETE HEADWALL
 ON0390'OF A 10- X 14-FOOT CONCRETE BOX CULVERT WHICH IS THE MORE
 ON0390'SOUTHERLY OF TWO CULVERTS THAT ARE SIDE BY SIDE, 80 FEET
 ON0390'WEST OF THE CENTER LINE OF STATE HIGHWAY 35, ABOUT 6 FEET BELOW
 ON0390'THE LEVEL OF THE HIGHWAY, AND ABOUT 3 FEET BELOW THE LEVEL OF
 ON0390'THE TRACK.  NOTE-- THE NUMBER OF THE CULVERT IN WHICH THE
 ON0390'MARK IS SET IS 257.53.  SECTION 2, T 9 N, R 6 W.
 ON0390
 ON0390                          STATION RECOVERY (2001)
 ON0390
 ON0390'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 ON0390'OWNERSHIP--BURLINGTON NORTHERN RAILROAD.  TO REACH THE STATION FROM
 ON0390'THE JUNCTION OF STATE HIGHWAY 35 WITH STATE HIGHWAY 171 ABOUT 3 MI
 ON0390'(4.83 KM) SOUTH OF THE VILLAGE OF FERRYVILLE, GO SOUTH ON STATE
 ON0390'HIGHWAY FOR 1.7 MI (2.74 KM) TO HOBBS HOLLOW ROAD ON THE LEFT,
 ON0390'CONTINUE SOUTH ON STATE HIGHWAY 35 FOR 0.3 MI (0.48 KM) TO A BRIDGE
 ON0390'AND THE STATION ON THE RIGHT.  THE STATION IS IN THE NORTH END OF THE
 ON0390'EAST HEAD WALL OF THE SOUTH CULVERT.  THE STATION IS A BRONZE US US
 ON0390'ENGINEERS BENCHMARK DISK SET IN THE TOP OF BOX CULVERT ABUTMENT ABOUT
 ON0390'0.5 M (1.6 FT) BELOW THE RAILROAD TRACKS.  THE STATION IS 24.6 M (80.7
 ON0390'FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 35, 3.9 M (12.8 FT) EAST
 ON0390'OF THE EASTERNMOST RAILROAD RAIL.  ---NOTE---THE STATION IS NOT
 ON0390'SUITABLE FOR GPS OBSERVATION DUE TO BEING SET TO CLOSE TO THE RAILROAD
 ON0390'TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0409 ***********************************************************************
 NH0409  DESIGNATION -  L 64
 NH0409  PID         -  NH0409
 NH0409  STATE/COUNTY-  WI/ROCK
 NH0409  USGS QUAD   -  BELOIT (1976)
 NH0409
 NH0409                         *CURRENT SURVEY CONTROL
 NH0409  ___________________________________________________________________
 NH0409* NAD 83(1986)-  42 36 48.     (N)    089 02 35.     (W)     SCALED    
 NH0409* NAVD 88     -       244.127  (meters)     800.94   (feet)  ADJUSTED  
 NH0409  ___________________________________________________________________
 NH0409  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 NH0409  DYNAMIC HT  -         244.055 (meters)     800.70  (feet)  COMP
 NH0409  MODELED GRAV-     980,320.5   (mgal)                       NAVD 88
 NH0409  OBS GRAVITY -     980,315.5   (mgal)                       GRAV_OBS
 NH0409
 NH0409  VERT ORDER  -  SECOND    CLASS 0
 NH0409
 NH0409.This mark is at Rock County Airport (JVL)
 NH0409
 NH0409.The horizontal coordinates were scaled from a topographic map and have
 NH0409.an estimated accuracy of +/- 6 seconds.
 NH0409
 NH0409.The orthometric height was determined by differential leveling
 NH0409.and adjusted by the National Geodetic Survey in June 1991..
 NH0409
 NH0409.The geoid height was determined by GEOID03.
 NH0409
 NH0409.The dynamic height is computed by dividing the NAVD 88
 NH0409.geopotential number by the normal gravity value computed on the
 NH0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0409.degrees latitude (g = 980.6199 gals.).
 NH0409
 NH0409.The modeled gravity was interpolated from observed gravity values.
 NH0409.The observed gravity was obtained from relative gravimeter ties
 NH0409.to the IGSN71 gravity network.
 NH0409
 NH0409;                    North         East    Units  Estimated Accuracy
 NH0409;SPC WI S     -    68,590.      678,520.      MT  (+/- 180 meters Scaled)
 NH0409
 NH0409                          SUPERSEDED SURVEY CONTROL
 NH0409
 NH0409  NGVD 29 (??/??/92)  244.192  (m)          801.15   (f) ADJ UNCH    2 0
 NH0409
 NH0409.Superseded values are not recommended for survey control.
 NH0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0409.See file dsdata.txt to determine how the superseded data were derived.
 NH0409
 NH0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN324199(NAD 83)
 NH0409_MARKER: DB = BENCH MARK DISK
 NH0409_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NH0409_SP_SET: FOOTINGS
 NH0409_STAMPING: L 64 1957
 NH0409_MARK LOGO: CGS   
 NH0409_MAGNETIC: N = NO MAGNETIC MATERIAL
 NH0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0409+STABILITY: SURFACE MOTION
 NH0409_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NH0409+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2005
 NH0409
 NH0409  HISTORY     - Date     Condition        Report By
 NH0409  HISTORY     - 1957     MONUMENTED       CGS
 NH0409  HISTORY     - 1970     MARK NOT FOUND   NGS
 NH0409  HISTORY     - 1975     GOOD             NGS
 NH0409  HISTORY     - 19931009 GOOD             WIDT
 NH0409  HISTORY     - 20010331 GOOD             NGS
 NH0409  HISTORY     - 20050711 GOOD             NGS
 NH0409
 NH0409                          STATION DESCRIPTION
 NH0409
 NH0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NH0409'3 MI S FROM JANESVILLE.
 NH0409'STATION IS AT THE ROCK COUNTY AIRPORT, AT THE BASE OF THE
 NH0409'OPEN-STEEL TOWER SUPPORTING THE AIRPORT BEACON, IN THE CONCRETE
 NH0409'FOOTING OF THE BASE OF THE STEEL LADDER AT THE NORTH SIDE OF
 NH0409'THE TOWER.  THE MARK IS SET IN CEMENT IN A DRILL HOLE IN THE
 NH0409'FOOTING.
 NH0409
 NH0409                          STATION RECOVERY (1970)
 NH0409
 NH0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 NH0409'MARK NOT FOUND.
 NH0409
 NH0409                          STATION RECOVERY (1975)
 NH0409
 NH0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NH0409'RECOVERED IN GOOD CONDITION.
 NH0409
 NH0409                          STATION RECOVERY (1993)
 NH0409
 NH0409'RECOVERY NOTE BY WI DEPT OF TRANSP 1993
 NH0409'STATION IS ALSO A KNOWN GRAVITY BASE STATION KNOWN AS JANESVILLE.
 NH0409'STATION IS LOCATED ABOUT 6.3 KM (3.90 MI) SOUTH OF DOWNTOWN
 NH0409'JANESVILLE, AT THE ROCK COUNTY AIRPORT,AT THE BASE OF THE ANGLE IRON
 NH0409'AIRPORT BEACON TOWER, IN THE CONCRETE FOOTING OF THE BASE OF THE
 NH0409'STEEL LADDER ON THE NORTH SIDE OF THE TOWER.  OWNERSHIP--ROCK COUNTY
 NH0409'AIRPORT.
 NH0409'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE
 NH0409'HIGHWAY 11 IN CENTRAL JANESVILLE, GO SOUTH ON HIGHWAY 51 FOR 4.9 KM
 NH0409'(3.05 MI) TO THE JUNCTION OF STATE HIGHWAY 351.  CONTINUE SOUTH ON
 NH0409'HIGHWAY 51 FOR 1.6 KM (1.00 MI) TO THE AIRPORT ENTRANCE ROAD ON THE
 NH0409'RIGHT.  TURN RIGHT, WEST, ON AIRPORT ENTRANCE ROAD FOR 0.3 KM
 NH0409'(0.20 MI) TO THE STATION ON THE LEFT AT THE BASE OF BEACON TOWER JUST
 NH0409'BEFORE REACHING TERMINAL PARKING AREA.
 NH0409'STATION IS A STANDARD DISK SET IN A DRILL HOLE IN THE CONCRETE FOOTING
 NH0409'FLUSH WITH THE GROUND.
 NH0409
 NH0409                          STATION RECOVERY (2001)
 NH0409
 NH0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0409'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH0409
 NH0409                          STATION RECOVERY (2005)
 NH0409
 NH0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 NH0409'NEW LADDER IS DETACHED FROM PAD AND OFFSET TO EAST.  STATION IS
 NH0409'GRAVITY BASE STATION 'JANESVILLE K', DOD 2011-4, IGB 15329K, WI 30.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL1149 ***********************************************************************
 RL1149  DESIGNATION -  L 65
 RL1149  PID         -  RL1149
 RL1149  STATE/COUNTY-  WI/VILAS
 RL1149  USGS QUAD   -  PRESQUE ISLE (1981)
 RL1149
 RL1149                         *CURRENT SURVEY CONTROL
 RL1149  ___________________________________________________________________
 RL1149* NAD 83(1986)-  46 14 33.     (N)    089 40 05.     (W)     SCALED    
 RL1149* NAVD 88     -       512.234  (meters)    1680.55   (feet)  ADJUSTED  
 RL1149  ___________________________________________________________________
 RL1149  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 RL1149  DYNAMIC HT  -         512.236 (meters)    1680.56  (feet)  COMP
 RL1149  MODELED GRAV-     980,602.9   (mgal)                       NAVD 88
 RL1149
 RL1149  VERT ORDER  -  SECOND    CLASS 0
 RL1149
 RL1149.The horizontal coordinates were scaled from a topographic map and have
 RL1149.an estimated accuracy of +/- 6 seconds.
 RL1149
 RL1149.The orthometric height was determined by differential leveling
 RL1149.and adjusted by the National Geodetic Survey in June 1991..
 RL1149
 RL1149.The geoid height was determined by GEOID03.
 RL1149
 RL1149.The dynamic height is computed by dividing the NAVD 88
 RL1149.geopotential number by the normal gravity value computed on the
 RL1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1149.degrees latitude (g = 980.6199 gals.).
 RL1149
 RL1149.The modeled gravity was interpolated from observed gravity values.
 RL1149
 RL1149;                    North         East    Units  Estimated Accuracy
 RL1149;SPC WI N     -   119,630.      625,600.      MT  (+/- 180 meters Scaled)
 RL1149
 RL1149                          SUPERSEDED SURVEY CONTROL
 RL1149
 RL1149  NGVD 29 (??/??/92)  512.239  (m)         1680.57   (f) ADJ UNCH    2 0
 RL1149
 RL1149.Superseded values are not recommended for survey control.
 RL1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1149.See file dsdata.txt to determine how the superseded data were derived.
 RL1149
 RL1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS943244(NAD 83)
 RL1149_MARKER: DB = BENCH MARK DISK
 RL1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1149_STAMPING: L 65 1948
 RL1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1149+STABILITY: SURFACE MOTION
 RL1149
 RL1149  HISTORY     - Date     Condition        Report By
 RL1149  HISTORY     - 1948     MONUMENTED       CGS
 RL1149  HISTORY     - 20050920 MARK NOT FOUND   WIDT
 RL1149
 RL1149                          STATION DESCRIPTION
 RL1149
 RL1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1149'4.6 MI E FROM WINEGAR.
 RL1149'ABOUT 0.3 MILE SOUTH ALONG A COUNTY ROAD FROM THE GRADE SCHOOL
 RL1149'AT WINEGAR, THENCE ABOUT 2.8 MILES SOUTHEAST ALONG COUNTY HIGHWAY
 RL1149'B, THENCE ABOUT 1.5 MILES NORTHEAST ALONG A ROAD TO OXBOX LAKE,
 RL1149'AT THE JUNCTION OF A ROAD EAST TO STATE LINE TOWER, 66 FEET
 RL1149'EAST OF THE CENTER OF THE JUNCTION, 85 FEET EAST-NORTHEAST AND
 RL1149'ACROSS ROAD FROM THE SOUTHEAST CORNER OF A LOG HOUSE, 20 FEET
 RL1149'SOUTH OF THE CENTER LINE OF THE ROAD EAST, 35 FEET WEST-NORTHWEST
 RL1149'OF A TRIANGULAR BLAZED 7-INCH BIRCH TREE, 3 FEET EAST OF A
 RL1149'TELEPHONE POLE, 2 1/2 FEET WEST OF A WHITE WOODEN WITNESS
 RL1149'POST, 2 1/2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 RL1149'POST PROJECTING 5 IN.
 RL1149
 RL1149                          STATION RECOVERY (2005)
 RL1149
 RL1149'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1149'MARK NOT FOUND.  ADD--THERE HAS BEEN EXTENSIVE EXCAVATING DONE IN THIS
 RL1149'AREA, REMOVING OVER TWO FEET OF EARTH FOR GARAGES LOCATED ON THE
 RL1149'SOUTHEAST SIDE OF THE ROAD, NO EVIDENCE OF THE STATION WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0131 ***********************************************************************
 QN0131  DESIGNATION -  L 7
 QN0131  PID         -  QN0131
 QN0131  STATE/COUNTY-  WI/TAYLOR
 QN0131  USGS QUAD   -  LUBLIN (1969)
 QN0131
 QN0131                         *CURRENT SURVEY CONTROL
 QN0131  ___________________________________________________________________
 QN0131* NAD 83(1986)-  45 04 37.     (N)    090 43 27.     (W)     SCALED    
 QN0131* NAVD 88     -       392.834  (meters)    1288.82   (feet)  ADJUSTED  
 QN0131  ___________________________________________________________________
 QN0131  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 QN0131  DYNAMIC HT  -         392.799 (meters)    1288.71  (feet)  COMP
 QN0131  MODELED GRAV-     980,518.2   (mgal)                       NAVD 88
 QN0131
 QN0131  VERT ORDER  -  FIRST     CLASS II
 QN0131
 QN0131.The horizontal coordinates were scaled from a topographic map and have
 QN0131.an estimated accuracy of +/- 6 seconds.
 QN0131
 QN0131.The orthometric height was determined by differential leveling
 QN0131.and adjusted by the National Geodetic Survey in June 1991..
 QN0131
 QN0131.The geoid height was determined by GEOID03.
 QN0131
 QN0131.The dynamic height is computed by dividing the NAVD 88
 QN0131.geopotential number by the normal gravity value computed on the
 QN0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0131.degrees latitude (g = 980.6199 gals.).
 QN0131
 QN0131.The modeled gravity was interpolated from observed gravity values.
 QN0131
 QN0131;                    North         East    Units  Estimated Accuracy
 QN0131;SPC WI C     -   138,440.      542,980.      MT  (+/- 180 meters Scaled)
 QN0131
 QN0131                          SUPERSEDED SURVEY CONTROL
 QN0131
 QN0131  NGVD 29 (??/??/92)  392.836  (m)         1288.83   (f) ADJ UNCH    1 2
 QN0131
 QN0131.Superseded values are not recommended for survey control.
 QN0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0131.See file dsdata.txt to determine how the superseded data were derived.
 QN0131
 QN0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK791940(NAD 83)
 QN0131_MARKER: DB = BENCH MARK DISK
 QN0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0131_STAMPING: 1288.829 L 7 1930
 QN0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0131+STABILITY: SURFACE MOTION
 QN0131
 QN0131  HISTORY     - Date     Condition        Report By
 QN0131  HISTORY     - 1930     MONUMENTED       CGS
 QN0131  HISTORY     - 1953     GOOD             NGS
 QN0131
 QN0131                          STATION DESCRIPTION
 QN0131
 QN0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 QN0131'AT LUBLIN.
 QN0131'AT LUBLIN, TAYLOR COUNTY, 63.5 FEET EAST OF THE NORTHEAST
 QN0131'CORNER OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY
 QN0131'STATION, 58 FEET SOUTH OF THE CROSSING NORTH OF THE STATION,
 QN0131'AND 28.5 FEET EAST OF THE TRACK.  A STANDARD DISK, STAMPED
 QN0131'1288.829 L 7 1930 AND SET IN THE TOP OF A CONCRETE POST.
 QN0131
 QN0131                          STATION RECOVERY (1953)
 QN0131
 QN0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 QN0131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP0442 ***********************************************************************
 PP0442  DESIGNATION -  L 7
 PP0442  PID         -  PP0442
 PP0442  STATE/COUNTY-  WI/PIERCE
 PP0442  USGS QUAD   -  DIAMOND BLUFF EAST (1974)
 PP0442
 PP0442                         *CURRENT SURVEY CONTROL
 PP0442  ___________________________________________________________________
 PP0442* NAD 83(1986)-  44 37 32.     (N)    092 34 47.     (W)     SCALED    
 PP0442* NAVD 88     -       220.584  (meters)     723.70   (feet)  ADJUSTED  
 PP0442  ___________________________________________________________________
 PP0442  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 PP0442  DYNAMIC HT  -         220.552 (meters)     723.59  (feet)  COMP
 PP0442  MODELED GRAV-     980,468.0   (mgal)                       NAVD 88
 PP0442
 PP0442  VERT ORDER  -  FIRST     CLASS I
 PP0442
 PP0442.The horizontal coordinates were scaled from a topographic map and have
 PP0442.an estimated accuracy of +/- 6 seconds.
 PP0442
 PP0442.The orthometric height was determined by differential leveling
 PP0442.and adjusted by the National Geodetic Survey in June 1991..
 PP0442
 PP0442.The geoid height was determined by GEOID03.
 PP0442
 PP0442.The dynamic height is computed by dividing the NAVD 88
 PP0442.geopotential number by the normal gravity value computed on the
 PP0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0442.degrees latitude (g = 980.6199 gals.).
 PP0442
 PP0442.The modeled gravity was interpolated from observed gravity values.
 PP0442
 PP0442;                    North         East    Units  Estimated Accuracy
 PP0442;SPC WI C     -    91,280.      395,320.      MT  (+/- 180 meters Scaled)
 PP0442
 PP0442                          SUPERSEDED SURVEY CONTROL
 PP0442
 PP0442  NGVD 29 (??/??/92)  220.545  (m)          723.57   (f) ADJ UNCH    1 1
 PP0442
 PP0442.Superseded values are not recommended for survey control.
 PP0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0442.See file dsdata.txt to determine how the superseded data were derived.
 PP0442
 PP0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK333414(NAD 83)
 PP0442_MARKER: DD = SURVEY DISK
 PP0442_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0442_SP_SET: ABUTMENT
 PP0442_STAMPING: PBM L 7 1931
 PP0442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0442+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2002
 PP0442
 PP0442  HISTORY     - Date     Condition        Report By
 PP0442  HISTORY     - 1931     MONUMENTED       DOD
 PP0442  HISTORY     - 1970     GOOD             NGS
 PP0442  HISTORY     - 20020921 GOOD             USPSQD
 PP0442  HISTORY     - 20040106 MARK NOT FOUND   WIDT
 PP0442
 PP0442                          STATION DESCRIPTION
 PP0442
 PP0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PP0442'2.9 MI NW FROM HAGER CITY.
 PP0442'ABOUT 0.35 MILE NORTH ALONG COUNTY ROAD VV FROM THE POST OFFICE AT
 PP0442'HAGER CITY, THENCE 2.55 MILES NORTHWEST ALONG COUNTY ROAD E, 85 FEET
 PP0442'SOUTHWEST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF THE
 PP0442'SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT OF RAILROAD BRIDGE
 PP0442'NUMBER 393.63 OVER THE TRIMBELLE RIVER, 5.5 FEET SOUTHWEST OF THE
 PP0442'SOUTHWEST RAIL OF THE NORTHEAST TRACK OF THE BURLINGTON NORTHERN
 PP0442'RAILROAD, 6.3 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE SOUTHWEST
 PP0442'TRACK, ABOUT 4 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND ABOUT 1 1/2
 PP0442'FEET BELOW THE LEVEL OF THE TRACK.  SECTION 29, T 15N, R 18W.
 PP0442
 PP0442                          STATION RECOVERY (2002)
 PP0442
 PP0442'RECOVERY NOTE BY US POWER SQUADRON 2002 (KG)
 PP0442'REMOVE REFERENCE TO POST OFFICE.
 PP0442
 PP0442                          STATION RECOVERY (2004)
 PP0442
 PP0442'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (MJB)
 PP0442'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0307 ***********************************************************************
 NH0307  DESIGNATION -  L 78
 NH0307  PID         -  NH0307
 NH0307  STATE/COUNTY-  WI/WALWORTH
 NH0307  USGS QUAD   -  SHARON (1994)
 NH0307
 NH0307                         *CURRENT SURVEY CONTROL
 NH0307  ___________________________________________________________________
 NH0307* NAD 83(1986)-  42 34 49.     (N)    088 43 01.     (W)     SCALED    
 NH0307* NAVD 88     -       275.019  (meters)     902.29   (feet)  ADJUSTED  
 NH0307  ___________________________________________________________________
 NH0307  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 NH0307  DYNAMIC HT  -         274.935 (meters)     902.02  (feet)  COMP
 NH0307  MODELED GRAV-     980,307.4   (mgal)                       NAVD 88
 NH0307
 NH0307  VERT ORDER  -  SECOND    CLASS 0
 NH0307
 NH0307.The horizontal coordinates were scaled from a topographic map and have
 NH0307.an estimated accuracy of +/- 6 seconds.
 NH0307
 NH0307.The orthometric height was determined by differential leveling
 NH0307.and adjusted by the National Geodetic Survey in June 1991..
 NH0307
 NH0307.The geoid height was determined by GEOID03.
 NH0307
 NH0307.The dynamic height is computed by dividing the NAVD 88
 NH0307.geopotential number by the normal gravity value computed on the
 NH0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0307.degrees latitude (g = 980.6199 gals.).
 NH0307
 NH0307.The modeled gravity was interpolated from observed gravity values.
 NH0307
 NH0307;                    North         East    Units  Estimated Accuracy
 NH0307;SPC WI S     -    65,280.      705,330.      MT  (+/- 180 meters Scaled)
 NH0307
 NH0307                          SUPERSEDED SURVEY CONTROL
 NH0307
 NH0307  NGVD 29 (??/??/92)  275.084  (m)          902.50   (f) ADJ UNCH    2 0
 NH0307
 NH0307.Superseded values are not recommended for survey control.
 NH0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0307.See file dsdata.txt to determine how the superseded data were derived.
 NH0307
 NH0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN591156(NAD 83)
 NH0307_MARKER: DB = BENCH MARK DISK
 NH0307_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0307_SP_SET: BRIDGE ABUTMENT
 NH0307_STAMPING: L 78 1960
 NH0307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0307
 NH0307  HISTORY     - Date     Condition        Report By
 NH0307  HISTORY     - 1960     MONUMENTED       CGS
 NH0307  HISTORY     - 20060729 MARK NOT FOUND   USPSQD
 NH0307
 NH0307                          STATION DESCRIPTION
 NH0307
 NH0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0307'1.9 MI SE FROM BARDWELL.
 NH0307'ABOUT 1.9 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NH0307'AND PACIFIC RAILROAD FROM THE STATION AT BARDWELL, 0.2 MILE
 NH0307'WEST OF MILEPOLE 80, AT THE CROSSING OF A BLACK TOP ROAD, 67
 NH0307'YARDS SOUTH OF THE TRACK, IN TOP OF THE NORTHWEST END OF THE
 NH0307'SOUTHWEST ABUTMENT OF A 35-FOOT STEEL BRIDGE OVER A SMALL
 NH0307'STREAM AND UNDER THE ROAD, 14 FEET NORTHWEST OF THE CENTER
 NH0307'LINE OF ROAD, 1 FOOT SOUTHEAST OF THE NORTHWEST END OF THE
 NH0307'ABUTMENT, ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD, AND ABOUT
 NH0307'15 FEET BELOW THE LEVEL OF THE TRACK.
 NH0307
 NH0307                          STATION RECOVERY (2006)
 NH0307
 NH0307'RECOVERY NOTE BY US POWER SQUADRON 2006
 NH0307'THE STATION WAS NOT FOUND.  THE DESCRIBED BRIDGE WAS REPLACED IN 1973.
 NH0307' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0197 ***********************************************************************
 ON0197  DESIGNATION -  L 79
 ON0197  PID         -  ON0197
 ON0197  STATE/COUNTY-  WI/VERNON
 ON0197  USGS QUAD   -  COON VALLEY (1983)
 ON0197
 ON0197                         *CURRENT SURVEY CONTROL
 ON0197  ___________________________________________________________________
 ON0197* NAD 83(1986)-  43 42 04.     (N)    091 00 54.     (W)     SCALED    
 ON0197* NAVD 88     -       224.157  (meters)     735.42   (feet)  ADJUSTED  
 ON0197  ___________________________________________________________________
 ON0197  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 ON0197  DYNAMIC HT  -         224.105 (meters)     735.25  (feet)  COMP
 ON0197  MODELED GRAV-     980,381.2   (mgal)                       NAVD 88
 ON0197
 ON0197  VERT ORDER  -  SECOND    CLASS 0
 ON0197
 ON0197.The horizontal coordinates were scaled from a topographic map and have
 ON0197.an estimated accuracy of +/- 6 seconds.
 ON0197
 ON0197.The orthometric height was determined by differential leveling
 ON0197.and adjusted by the National Geodetic Survey in June 1991..
 ON0197
 ON0197.The geoid height was determined by GEOID03.
 ON0197
 ON0197.The dynamic height is computed by dividing the NAVD 88
 ON0197.geopotential number by the normal gravity value computed on the
 ON0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0197.degrees latitude (g = 980.6199 gals.).
 ON0197
 ON0197.The modeled gravity was interpolated from observed gravity values.
 ON0197
 ON0197;                    North         East    Units  Estimated Accuracy
 ON0197;SPC WI S     -   189,480.      518,190.      MT  (+/- 180 meters Scaled)
 ON0197
 ON0197                          SUPERSEDED SURVEY CONTROL
 ON0197
 ON0197  NGVD 29 (??/??/92)  224.175  (m)          735.48   (f) ADJ UNCH    2 0
 ON0197
 ON0197.Superseded values are not recommended for survey control.
 ON0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0197.See file dsdata.txt to determine how the superseded data were derived.
 ON0197
 ON0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ599405(NAD 83)
 ON0197_MARKER: DB = BENCH MARK DISK
 ON0197_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ON0197_SP_SET: WALL
 ON0197_STAMPING: L 79 1934
 ON0197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0197
 ON0197  HISTORY     - Date     Condition        Report By
 ON0197  HISTORY     - 1934     MONUMENTED       CGS
 ON0197  HISTORY     - 1938     GOOD             NGS
 ON0197
 ON0197                          STATION DESCRIPTION
 ON0197
 ON0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 ON0197'AT COON VALLEY.
 ON0197'AT COON VALLEY, VERNON COUNTY, ON THE CHICAGO, MILWAUKEE, ST.
 ON0197'PAUL AND PACIFIC RAILROAD, AT THE ALBERT SPELLMAN LUMBER CO.,
 ON0197'AT THE SCALE, IN THE CENTER OF THE TOP OF THE SOUTH CONCRETE
 ON0197'FOUNDATION WALL, 66 FEET NORTH OF THE CENTERLINE OF THE MAIN
 ON0197'TRACK, 15 FEET SOUTH OF THE OFFICE, AND LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0432 ***********************************************************************
 PN0432  DESIGNATION -  L 8
 PN0432  PID         -  PN0432
 PN0432  STATE/COUNTY-  WI/PORTAGE
 PN0432  USGS QUAD   -  ARNOTT (1969)
 PN0432
 PN0432                         *CURRENT SURVEY CONTROL
 PN0432  ___________________________________________________________________
 PN0432* NAD 83(1986)-  44 27 31.     (N)    089 25 32.     (W)     SCALED    
 PN0432* NAVD 88     -       356.118  (meters)    1168.36   (feet)  ADJUSTED  
 PN0432  ___________________________________________________________________
 PN0432  GEOID HEIGHT-         -35.92  (meters)                     GEOID03
 PN0432  DYNAMIC HT  -         356.050 (meters)    1168.14  (feet)  COMP
 PN0432  MODELED GRAV-     980,418.3   (mgal)                       NAVD 88
 PN0432
 PN0432  VERT ORDER  -  FIRST     CLASS II
 PN0432
 PN0432.The horizontal coordinates were scaled from a topographic map and have
 PN0432.an estimated accuracy of +/- 6 seconds.
 PN0432
 PN0432.The orthometric height was determined by differential leveling
 PN0432.and adjusted by the National Geodetic Survey in June 1991..
 PN0432
 PN0432.The geoid height was determined by GEOID03.
 PN0432
 PN0432.The dynamic height is computed by dividing the NAVD 88
 PN0432.geopotential number by the normal gravity value computed on the
 PN0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0432.degrees latitude (g = 980.6199 gals.).
 PN0432
 PN0432.The modeled gravity was interpolated from observed gravity values.
 PN0432
 PN0432;                    North         East    Units  Estimated Accuracy
 PN0432;SPC WI C     -    69,640.      645,720.      MT  (+/- 180 meters Scaled)
 PN0432
 PN0432                          SUPERSEDED SURVEY CONTROL
 PN0432
 PN0432  NGVD 29 (??/??/92)  356.124  (m)         1168.38   (f) ADJ UNCH    1 2
 PN0432
 PN0432.Superseded values are not recommended for survey control.
 PN0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0432.See file dsdata.txt to determine how the superseded data were derived.
 PN0432
 PN0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ070256(NAD 83)
 PN0432_MARKER: DB = BENCH MARK DISK
 PN0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0432_STAMPING: 1168.383 L 8 1930
 PN0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0432+STABILITY: SURFACE MOTION
 PN0432
 PN0432  HISTORY     - Date     Condition        Report By
 PN0432  HISTORY     - 1930     MONUMENTED       CGS
 PN0432  HISTORY     - 1934     GOOD             NGS
 PN0432  HISTORY     - 1985     MARK NOT FOUND   NGS
 PN0432  HISTORY     - 20031015 MARK NOT FOUND   WIDT
 PN0432  HISTORY     - 20040111 MARK NOT FOUND   USPSQD
 PN0432
 PN0432                          STATION DESCRIPTION
 PN0432
 PN0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 PN0432'1.1 MI E FROM ARNOTT.
 PN0432'1.1 MILES EAST ALONG THE GREEN BAY AND WESTERN RAILROAD FROM
 PN0432'THE STATION AT ARNOTT, PORTAGE COUNTY, AT THE WEST END OF A
 PN0432'SMALL CUT, 190 FEET EAST OF A DIRT-ROAD CROSSING, AND 17 FEET
 PN0432'SOUTH OF THE SOUTH RAIL.  A STANDARD DISK, STAMPED 1168.383
 PN0432'L 8 1930 AND SET IN THE TOP OF A CONCRETE POST.
 PN0432
 PN0432                          STATION RECOVERY (1934)
 PN0432
 PN0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PN0432'RECOVERED IN GOOD CONDITION.
 PN0432
 PN0432                          STATION RECOVERY (1985)
 PN0432
 PN0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0432'MARK NOT FOUND.
 PN0432
 PN0432                          STATION RECOVERY (2003)
 PN0432
 PN0432'RECOVERY NOTE BY WI DEPT OF TRANSP 2003
 PN0432'AREA GRADED
 PN0432
 PN0432                          STATION RECOVERY (2004)
 PN0432
 PN0432'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0432'NOT FOUND.  RAILROAD HAS BEEN REMOVED.  NOTE-- THE DIRT ROAD CROSSING
 PN0432'IS CUSTER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0140 ***********************************************************************
 ON0140  DESIGNATION -  L 80
 ON0140  PID         -  ON0140
 ON0140  STATE/COUNTY-  WI/RICHLAND
 ON0140  USGS QUAD   -  BOAZ (1983)
 ON0140
 ON0140                         *CURRENT SURVEY CONTROL
 ON0140  ___________________________________________________________________
 ON0140* NAD 83(1986)-  43 20 44.     (N)    090 32 28.     (W)     SCALED    
 ON0140* NAVD 88     -       229.522  (meters)     753.02   (feet)  ADJUSTED  
 ON0140  ___________________________________________________________________
 ON0140  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 ON0140  DYNAMIC HT  -         229.462 (meters)     752.83  (feet)  COMP
 ON0140  MODELED GRAV-     980,353.9   (mgal)                       NAVD 88
 ON0140
 ON0140  VERT ORDER  -  SECOND    CLASS 0
 ON0140
 ON0140.The horizontal coordinates were scaled from a topographic map and have
 ON0140.an estimated accuracy of +/- 6 seconds.
 ON0140
 ON0140.The orthometric height was determined by differential leveling
 ON0140.and adjusted by the National Geodetic Survey in June 1991..
 ON0140
 ON0140.The geoid height was determined by GEOID03.
 ON0140
 ON0140.The dynamic height is computed by dividing the NAVD 88
 ON0140.geopotential number by the normal gravity value computed on the
 ON0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0140.degrees latitude (g = 980.6199 gals.).
 ON0140
 ON0140.The modeled gravity was interpolated from observed gravity values.
 ON0140
 ON0140;                    North         East    Units  Estimated Accuracy
 ON0140;SPC WI S     -   149,620.      556,130.      MT  (+/- 180 meters Scaled)
 ON0140
 ON0140                          SUPERSEDED SURVEY CONTROL
 ON0140
 ON0140  NGVD 29 (??/??/92)  229.562  (m)          753.15   (f) ADJ UNCH    2 0
 ON0140
 ON0140.Superseded values are not recommended for survey control.
 ON0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0140.See file dsdata.txt to determine how the superseded data were derived.
 ON0140
 ON0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ992021(NAD 83)
 ON0140_MARKER: DB = BENCH MARK DISK
 ON0140_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ON0140_SP_SET: CULVERT
 ON0140_STAMPING: L 80 1934
 ON0140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0140
 ON0140  HISTORY     - Date     Condition        Report By
 ON0140  HISTORY     - 1934     MONUMENTED       CGS
 ON0140
 ON0140                          STATION DESCRIPTION
 ON0140
 ON0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0140'1.4 MI NW FROM BOAZ.
 ON0140'1.4 MILES NORTHWEST ALONG U.S. HIGHWAY 14 FROM THE MISSOURI
 ON0140'LUTHERAN CHURCH AT BOAZ, RICHLAND COUNTY, AT A 5- BY 6-FOOT
 ON0140'CONCRETE CULVERT, IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 ON0140'HEADWALL, 16 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 14
 ON0140'FEET NORTHEAST OF A RIGHT-OF-WAY FENCE, AND LEVEL WITH THE
 ON0140'ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0061 ***********************************************************************
 ON0061  DESIGNATION -  L 81
 ON0061  PID         -  ON0061
 ON0061  STATE/COUNTY-  WI/RICHLAND
 ON0061  USGS QUAD   -  RICHLAND CENTER (1983)
 ON0061
 ON0061                         *CURRENT SURVEY CONTROL
 ON0061  ___________________________________________________________________
 ON0061* NAD 83(1986)-  43 20 47.     (N)    090 23 10.     (W)     SCALED    
 ON0061* NAVD 88     -       224.458  (meters)     736.41   (feet)  ADJUSTED  
 ON0061  ___________________________________________________________________
 ON0061  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 ON0061  DYNAMIC HT  -         224.400 (meters)     736.22  (feet)  COMP
 ON0061  MODELED GRAV-     980,356.9   (mgal)                       NAVD 88
 ON0061
 ON0061  VERT ORDER  -  SECOND    CLASS 0
 ON0061
 ON0061.The horizontal coordinates were scaled from a topographic map and have
 ON0061.an estimated accuracy of +/- 6 seconds.
 ON0061
 ON0061.The orthometric height was determined by differential leveling
 ON0061.and adjusted by the National Geodetic Survey in June 1991..
 ON0061
 ON0061.The geoid height was determined by GEOID03.
 ON0061
 ON0061.The dynamic height is computed by dividing the NAVD 88
 ON0061.geopotential number by the normal gravity value computed on the
 ON0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0061.degrees latitude (g = 980.6199 gals.).
 ON0061
 ON0061.The modeled gravity was interpolated from observed gravity values.
 ON0061
 ON0061;                    North         East    Units  Estimated Accuracy
 ON0061;SPC WI S     -   149,640.      568,700.      MT  (+/- 180 meters Scaled)
 ON0061
 ON0061                          SUPERSEDED SURVEY CONTROL
 ON0061
 ON0061  NGVD 29 (??/??/92)  224.501  (m)          736.55   (f) ADJ UNCH    2 0
 ON0061
 ON0061.Superseded values are not recommended for survey control.
 ON0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0061.See file dsdata.txt to determine how the superseded data were derived.
 ON0061
 ON0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ118026(NAD 83)
 ON0061_MARKER: DB = BENCH MARK DISK
 ON0061_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ON0061_SP_SET: BRIDGE
 ON0061_STAMPING: L 81 1934
 ON0061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0061
 ON0061  HISTORY     - Date     Condition        Report By
 ON0061  HISTORY     - 1934     MONUMENTED       CGS
 ON0061  HISTORY     - 1943     GOOD             LOCENG
 ON0061
 ON0061                          STATION DESCRIPTION
 ON0061
 ON0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0061'AT RICHLAND CENTER.
 ON0061'AT RICHLAND CENTER, RICHLAND COUNTY, ON STATE HIGHWAY 80, AT THE
 ON0061'87-FOOT CONCRETE BRIDGE OVER PINE RIVER, IN THE TOP OF THE
 ON0061'SOUTH END OF THE WEST CURB, 12 FEET WEST OF THE CENTER LINE OF
 ON0061'THE HIGHWAY, AND ABOUT LEVEL WITH THE ROADWAY.  A STANDARD DISK,
 ON0061'STAMPED L 81 1934.
 ON0061
 ON0061                          STATION RECOVERY (1943)
 ON0061
 ON0061'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1943
 ON0061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0035 ***********************************************************************
 ON0035  DESIGNATION -  L 82
 ON0035  PID         -  ON0035
 ON0035  STATE/COUNTY-  WI/JUNEAU
 ON0035  USGS QUAD   -  KENDALL EAST (1983)
 ON0035
 ON0035                         *CURRENT SURVEY CONTROL
 ON0035  ___________________________________________________________________
 ON0035* NAD 83(1986)-  43 51 40.     (N)    090 16 48.     (W)     SCALED    
 ON0035* NAVD 88     -       284.775  (meters)     934.30   (feet)  ADJUSTED  
 ON0035  ___________________________________________________________________
 ON0035  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 ON0035  DYNAMIC HT  -         284.709 (meters)     934.08  (feet)  COMP
 ON0035  MODELED GRAV-     980,379.6   (mgal)                       NAVD 88
 ON0035
 ON0035  VERT ORDER  -  SECOND    CLASS 0
 ON0035
 ON0035.The horizontal coordinates were scaled from a topographic map and have
 ON0035.an estimated accuracy of +/- 6 seconds.
 ON0035
 ON0035.The orthometric height was determined by differential leveling
 ON0035.and adjusted by the National Geodetic Survey in June 1991..
 ON0035
 ON0035.The geoid height was determined by GEOID03.
 ON0035
 ON0035.The dynamic height is computed by dividing the NAVD 88
 ON0035.geopotential number by the normal gravity value computed on the
 ON0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0035.degrees latitude (g = 980.6199 gals.).
 ON0035
 ON0035.The modeled gravity was interpolated from observed gravity values.
 ON0035
 ON0035;                    North         East    Units  Estimated Accuracy
 ON0035;SPC WI S     -   206,790.      577,490.      MT  (+/- 180 meters Scaled)
 ON0035
 ON0035                          SUPERSEDED SURVEY CONTROL
 ON0035
 ON0035  NGVD 29 (??/??/92)  284.794  (m)          934.36   (f) ADJ UNCH    2 0
 ON0035
 ON0035.Superseded values are not recommended for survey control.
 ON0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0035.See file dsdata.txt to determine how the superseded data were derived.
 ON0035
 ON0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ185600(NAD 83)
 ON0035_MARKER: DB = BENCH MARK DISK
 ON0035_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ON0035_SP_SET: BRIDGE WALL
 ON0035_STAMPING: L 82 1934
 ON0035_MARK LOGO: USGS  
 ON0035_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ON0035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0035_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0035+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2002
 ON0035
 ON0035  HISTORY     - Date     Condition        Report By
 ON0035  HISTORY     - 1934     MONUMENTED       CGS
 ON0035  HISTORY     - 20020210 GOOD             WIDT
 ON0035
 ON0035                          STATION DESCRIPTION
 ON0035
 ON0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0035'1.3 MI S FROM HUSTLER.
 ON0035'ABOUT 1.3 MILES SOUTH ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 ON0035'AND OMAHA RAILWAY FROM THE MAIN STREET CROSSING AT HUSTLER,
 ON0035'JUNEAU COUNTY, ABOUT 4 POLES NORTH OF MILEPOST 187, AT BRIDGE
 ON0035'31, IN THE TOP OF THE EAST END OF THE SOUTH LIMESTONE ABUTMENT,
 ON0035'9 FEET EAST OF THE CENTER LINE OF THE TRACK, AND ABOUT 1.5
 ON0035'FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED L 82 1934.
 ON0035
 ON0035                          STATION RECOVERY (2002)
 ON0035
 ON0035'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (TSS)
 ON0035'OWNERSHIP -- JUNEAU COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 ON0035'STATE HIGHWAY80 WITH STATE HIGHWAY 82 ABOUT 1 MI (1.61 KM) NORTH OF
 ON0035'THE CITY OF ELROY, GO NORTH ON STATE HIGHWAY 80 FOR 1.8 MI (2.9 KM) TO
 ON0035'COUNTY HIGHWAY H ON THE LEFT, TURN LEFT AND GO WEST THEN NORTH ON
 ON0035'COUNTY HIGHWAY H FOR 6.4 MI (10.3 KM) TO OLSEN ROAD ON THE RIGHT, TURN
 ON0035'RIGHT AND GO EAST ON OLSEN ROAD FOR 0.2 MI (0.32 KM) TO OMAHA TRAIL,
 ON0035'TURN LEFT AND GO NORTH OMAHA TRAIL FOR 0.25 MI (0.4 KM) TO THE STATION
 ON0035'ON THE RIGHT.  THE STATION IS SET IN THE EAST END OF THE SOUTH
 ON0035'ABUTMENT WALL.  THE STATION IS A BRONZE US GEOLOGICAL SURVEY BENCH
 ON0035'MARK DISK SET IN A STONE ABUTMENT AND ABOUT 0.5 M (1.6 FT) BELOW THE
 ON0035'TRAIL PAVEMENT.  THE STATION IS 3.0 M (9.8 FT) EAST OF THE CENTERLINE
 ON0035'OF OMAHA TRAIL AND 385 M (1263.1 FT) NORTH OF THE CENTERLINE OF OLSEN
 ON0035'ROAD.   ---NOTE---THE STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE
 ON0035'TO ALL QUARDANTS BEING BLOCKED ABOVE 25 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0523 ***********************************************************************
 OM0523  DESIGNATION -  L 83
 OM0523  PID         -  OM0523
 OM0523  STATE/COUNTY-  WI/JUNEAU
 OM0523  USGS QUAD   -  LYNDON STATION (1975)
 OM0523
 OM0523                         *CURRENT SURVEY CONTROL
 OM0523  ___________________________________________________________________
 OM0523* NAD 83(1986)-  43 41 57.     (N)    089 52 35.     (W)     SCALED    
 OM0523* NAVD 88     -       281.548  (meters)     923.71   (feet)  ADJUSTED  
 OM0523  ___________________________________________________________________
 OM0523  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 OM0523  DYNAMIC HT  -         281.480 (meters)     923.49  (feet)  COMP
 OM0523  MODELED GRAV-     980,372.4   (mgal)                       NAVD 88
 OM0523
 OM0523  VERT ORDER  -  SECOND    CLASS 0
 OM0523
 OM0523.The horizontal coordinates were scaled from a topographic map and have
 OM0523.an estimated accuracy of +/- 6 seconds.
 OM0523
 OM0523.The orthometric height was determined by differential leveling
 OM0523.and adjusted by the National Geodetic Survey in June 1991..
 OM0523
 OM0523.The geoid height was determined by GEOID03.
 OM0523
 OM0523.The dynamic height is computed by dividing the NAVD 88
 OM0523.geopotential number by the normal gravity value computed on the
 OM0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0523.degrees latitude (g = 980.6199 gals.).
 OM0523
 OM0523.The modeled gravity was interpolated from observed gravity values.
 OM0523
 OM0523;                    North         East    Units  Estimated Accuracy
 OM0523;SPC WI S     -   188,770.      609,960.      MT  (+/- 180 meters Scaled)
 OM0523
 OM0523                          SUPERSEDED SURVEY CONTROL
 OM0523
 OM0523  NGVD 29 (??/??/92)  281.579  (m)          923.81   (f) ADJ UNCH    2 0
 OM0523
 OM0523.Superseded values are not recommended for survey control.
 OM0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0523.See file dsdata.txt to determine how the superseded data were derived.
 OM0523
 OM0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP682424(NAD 83)
 OM0523_MARKER: DB = BENCH MARK DISK
 OM0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0523_STAMPING: L 83 1934
 OM0523_MARK LOGO: CGS   
 OM0523_PROJECTION: FLUSH
 OM0523_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OM0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0523+STABILITY: SURFACE MOTION
 OM0523_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0523+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2004
 OM0523
 OM0523  HISTORY     - Date     Condition        Report By
 OM0523  HISTORY     - 1934     MONUMENTED       CGS
 OM0523  HISTORY     - 1975     GOOD             USGS
 OM0523  HISTORY     - 20030520 GOOD             USPSQD
 OM0523  HISTORY     - 20041015 GOOD             WIDT
 OM0523
 OM0523                          STATION DESCRIPTION
 OM0523
 OM0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0523'1.5 MI SE FROM LYNDON.
 OM0523'ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC RAILROAD,
 OM0523'11 POLES NORTHWEST OF MILEPOST 202.  SET IN CONCRETE POST 12
 OM0523'FEET NORTHWEST OF THE CENTER LINE OF PUBLIC ROAD CROSSING,
 OM0523'THENCE 24 FEET NORTHEAST OF THE CENTER LINE OF NORTH MAIN TRACK,
 OM0523'27 FEET SOUTHWEST OF RIGHT-OF-WAY FENCE, 1 FOOT BELOW RAIL LEVEL.
 OM0523
 OM0523                          STATION RECOVERY (1975)
 OM0523
 OM0523'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 OM0523'LYNDON STATION, JUNEAU COUNTY, ABOUT 1.5 MI SOUTHEAST ALONG CHICAGO,
 OM0523'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FROM THE CROSSING AT MAIN
 OM0523'STREET. NEAR THE CORNER OF SEC 10, 11, 14 AND 15, T-14 N, R-5 E. 880
 OM0523'FT NW ALONG US HWY 16 AND 12, AND 136 FT. NE AND NORMAL TO HWY FROM
 OM0523'ENTRANCE TO A HISTORICAL MARKER. (HOP RAISING) 165 FT. SE ALONG SAME
 OM0523'HWY AND 136 NE AND NORMAL TO HWY FROM TRAIL ENTRANCE W. 25 FT. E OF E
 OM0523'DOUBLE TRACK, AND ON A SMALL MOUND OF DIRT, A STANDARD USC AND GS
 OM0523'TABLET STAMPED L 83 1934.
 OM0523
 OM0523                          STATION RECOVERY (2003)
 OM0523
 OM0523'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0523'RECOVERED IN GOOD CONDITION.  NOTE-- THE HISTORICAL MARKER HAS BEEN
 OM0523'MOVED TO TOWN.  TO REACH THE STATION, TRAVEL 1.4 MILE SOUTH ON
 OM0523'HIGHWAYS 12-16 FROM COUNTY ROAD HH.  IT IS ABOUT 156 FEET NORTHEAST OF
 OM0523'THE CENTER OF HWY 12-16 AND 1 FOOT SOUTHWEST OF A WHITE METAL WITNESS
 OM0523'POST.
 OM0523
 OM0523                          STATION RECOVERY (2004)
 OM0523
 OM0523'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 OM0523'OWNERSHIP--CANADIAN PACIFIC RAILROAD.  TO REACH THE STATION FROM THE
 OM0523'JUNCTION OF US HIGHWAY 12 AND STATE HIGHWAY 16 WITH COUNTY HIGHWAY HH
 OM0523'IN THE VILLAGE OF LYNDON STATION, GO SOUTHEAST ON US HIGHWAY 12 AND
 OM0523'STATE HIGHWAY 16 FOR 1.5 MI (2.41 KM) TO THE STATION ON THE LEFT.  THE
 OM0523'STATION IS A BRONZE US COAST AND GEODETIC SURVEY BENCH MARK DISK SET
 OM0523'IN THE TOP OF A 23-CM SQUARE CONCRETE POST ABOUT 0.5 KM (0.31 MI)
 OM0523'BELOW THE RAILROAD TRACKS.  THE STATION IS 10.5 M (34.4 FT) EAST OF
 OM0523'THE EASTERNMOST RAIL OF THE RAILROAD TRACKS, 78 M (255.9 FT) SOUTHEAST
 OM0523'OF THE EAST WOODEN POST OF A LYNDON STATION POPULATION SIGN.
 OM0523'---NOTE---VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES THAT EXTEND
 OM0523'TO HIGHER THAN 45 DEGREES IN 3 QUADRANTS MAKING THE STATION NOT
 OM0523'SUITABLE FOR GPS OBSERVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0338 ***********************************************************************
 OM0338  DESIGNATION -  L 84
 OM0338  PID         -  OM0338
 OM0338  STATE/COUNTY-  WI/COLUMBIA
 OM0338  USGS QUAD   -  SAND SPRING CREEK (1980)
 OM0338
 OM0338                         *CURRENT SURVEY CONTROL
 OM0338  ___________________________________________________________________
 OM0338* NAD 83(1986)-  43 32 14.     (N)    089 13 37.     (W)     SCALED    
 OM0338* NAVD 88     -       254.581  (meters)     835.24   (feet)  ADJUSTED  
 OM0338  ___________________________________________________________________
 OM0338  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 OM0338  DYNAMIC HT  -         254.516 (meters)     835.02  (feet)  COMP
 OM0338  MODELED GRAV-     980,361.8   (mgal)                       NAVD 88
 OM0338
 OM0338  VERT ORDER  -  SECOND    CLASS 0
 OM0338
 OM0338.The horizontal coordinates were scaled from a topographic map and have
 OM0338.an estimated accuracy of +/- 6 seconds.
 OM0338
 OM0338.The orthometric height was determined by differential leveling
 OM0338.and adjusted by the National Geodetic Survey in June 1991..
 OM0338
 OM0338.The geoid height was determined by GEOID03.
 OM0338
 OM0338.The dynamic height is computed by dividing the NAVD 88
 OM0338.geopotential number by the normal gravity value computed on the
 OM0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0338.degrees latitude (g = 980.6199 gals.).
 OM0338
 OM0338.The modeled gravity was interpolated from observed gravity values.
 OM0338
 OM0338;                    North         East    Units  Estimated Accuracy
 OM0338;SPC WI S     -   171,060.      662,480.      MT  (+/- 180 meters Scaled)
 OM0338
 OM0338                          SUPERSEDED SURVEY CONTROL
 OM0338
 OM0338  NGVD 29 (??/??/92)  254.621  (m)          835.37   (f) ADJ UNCH    2 0
 OM0338
 OM0338.Superseded values are not recommended for survey control.
 OM0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0338.See file dsdata.txt to determine how the superseded data were derived.
 OM0338
 OM0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP200228(NAD 83)
 OM0338_MARKER: DB = BENCH MARK DISK
 OM0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0338_STAMPING: L-84 1934
 OM0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0338+STABILITY: SURFACE MOTION
 OM0338
 OM0338  HISTORY     - Date     Condition        Report By
 OM0338  HISTORY     - 1934     MONUMENTED       CGS
 OM0338
 OM0338                          STATION DESCRIPTION
 OM0338
 OM0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0338'3.8 MI E FROM PARDEEVILLE.
 OM0338'3.8 MILES EAST OF THE DEPOT AT PARDEEVILLE.  ALONG THE CHICAGO,
 OM0338'MILWAUKEE, ST PAUL AND PACIFIC RAILROAD, 1 1/2 POLES EAST OF
 OM0338'MILEPOST 171, 24 FEET EAST OF THE CENTER LINE OF PUBLIC ROAD
 OM0338'CROSSING, THENCE 16 FEET NORTH OF THE CENTER LINE OF THE TRACK,
 OM0338'9 FEET WEST OF CATTLE GUARD FENCE, 3 FEET BELOW RAIL LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0248 ***********************************************************************
 OM0248  DESIGNATION -  L 85
 OM0248  PID         -  OM0248
 OM0248  STATE/COUNTY-  WI/DODGE
 OM0248  USGS QUAD   -  BEAVER DAM (1980)
 OM0248
 OM0248                         *CURRENT SURVEY CONTROL
 OM0248  ___________________________________________________________________
 OM0248* NAD 83(1986)-  43 27 31.     (N)    088 45 49.     (W)     SCALED    
 OM0248* NAVD 88     -       280.844  (meters)     921.40   (feet)  ADJUSTED  
 OM0248  ___________________________________________________________________
 OM0248  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 OM0248  DYNAMIC HT  -         280.777 (meters)     921.18  (feet)  COMP
 OM0248  MODELED GRAV-     980,375.3   (mgal)                       NAVD 88
 OM0248
 OM0248  VERT ORDER  -  SECOND    CLASS 0
 OM0248
 OM0248.The horizontal coordinates were scaled from a topographic map and have
 OM0248.an estimated accuracy of +/- 6 seconds.
 OM0248
 OM0248.The orthometric height was determined by differential leveling
 OM0248.and adjusted by the National Geodetic Survey in June 1991..
 OM0248
 OM0248.The geoid height was determined by GEOID03.
 OM0248
 OM0248.The dynamic height is computed by dividing the NAVD 88
 OM0248.geopotential number by the normal gravity value computed on the
 OM0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0248.degrees latitude (g = 980.6199 gals.).
 OM0248
 OM0248.The modeled gravity was interpolated from observed gravity values.
 OM0248
 OM0248;                    North         East    Units  Estimated Accuracy
 OM0248;SPC WI S     -   162,780.      700,050.      MT  (+/- 180 meters Scaled)
 OM0248
 OM0248                          SUPERSEDED SURVEY CONTROL
 OM0248
 OM0248  NGVD 29 (??/??/92)  280.890  (m)          921.55   (f) ADJ UNCH    2 0
 OM0248
 OM0248.Superseded values are not recommended for survey control.
 OM0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0248.See file dsdata.txt to determine how the superseded data were derived.
 OM0248
 OM0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP573132(NAD 83)
 OM0248_MARKER: DB = BENCH MARK DISK
 OM0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0248_STAMPING: L-85 1934
 OM0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0248+STABILITY: SURFACE MOTION
 OM0248
 OM0248  HISTORY     - Date     Condition        Report By
 OM0248  HISTORY     - 1934     MONUMENTED       CGS
 OM0248  HISTORY     - 1976     MARK NOT FOUND   USGS
 OM0248  HISTORY     - 20030528 MARK NOT FOUND   WIDT
 OM0248
 OM0248                          STATION DESCRIPTION
 OM0248
 OM0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0248'1.4 MI W FROM ROLLING PRAIRIE.
 OM0248'1.4 MILES WEST OF ROLLING PRAIRIE ALONG THE CHICAGO, MILWAUKEE,
 OM0248'ST PAUL AND PACIFIC RAILROAD 9 POLES WEST OF MILEPOST 145, 43
 OM0248'FEET EAST OF THE CENTER LINE OF PUBLIC ROAD CROSSING, THENCE 24
 OM0248'FEET NORTH OF THE CENTER LINE OF THE TRACK, 24 FEET SOUTH OF
 OM0248'RIGHT-OF-WAY FENCE, 1 FOOT BELOW RAIL LEVEL.
 OM0248
 OM0248                          STATION RECOVERY (1976)
 OM0248
 OM0248'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 OM0248'MARK NOT FOUND.
 OM0248
 OM0248                          STATION RECOVERY (2003)
 OM0248
 OM0248'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 OM0248'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0075 ***********************************************************************
 OM0075  DESIGNATION -  L 86
 OM0075  PID         -  OM0075
 OM0075  STATE/COUNTY-  WI/MILWAUKEE
 OM0075  USGS QUAD   -  MENOMONEE FALLS (1994)
 OM0075
 OM0075                         *CURRENT SURVEY CONTROL
 OM0075  ___________________________________________________________________
 OM0075* NAD 83(1986)-  43 10 34.     (N)    088 02 39.     (W)     SCALED    
 OM0075* NAVD 88     -       227.732  (meters)     747.15   (feet)  ADJUSTED  
 OM0075  ___________________________________________________________________
 OM0075  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 OM0075  DYNAMIC HT  -         227.675 (meters)     746.96  (feet)  COMP
 OM0075  MODELED GRAV-     980,364.6   (mgal)                       NAVD 88
 OM0075
 OM0075  VERT ORDER  -  SECOND    CLASS 0
 OM0075
 OM0075.The horizontal coordinates were scaled from a topographic map and have
 OM0075.an estimated accuracy of +/- 6 seconds.
 OM0075
 OM0075.The orthometric height was determined by differential leveling
 OM0075.and adjusted by the National Geodetic Survey in June 1991..
 OM0075
 OM0075.The geoid height was determined by GEOID03.
 OM0075
 OM0075.The dynamic height is computed by dividing the NAVD 88
 OM0075.geopotential number by the normal gravity value computed on the
 OM0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0075.degrees latitude (g = 980.6199 gals.).
 OM0075
 OM0075.The modeled gravity was interpolated from observed gravity values.
 OM0075
 OM0075;                    North         East    Units  Estimated Accuracy
 OM0075;SPC WI S     -   132,520.      759,000.      MT  (+/- 180 meters Scaled)
 OM0075
 OM0075                          SUPERSEDED SURVEY CONTROL
 OM0075
 OM0075  NGVD 29 (??/??/92)  227.812  (m)          747.41   (f) ADJ UNCH    2 0
 OM0075
 OM0075.Superseded values are not recommended for survey control.
 OM0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0075.See file dsdata.txt to determine how the superseded data were derived.
 OM0075
 OM0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN151809(NAD 83)
 OM0075_MARKER: DB = BENCH MARK DISK
 OM0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0075_STAMPING: L 86 1934
 OM0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0075+STABILITY: SURFACE MOTION
 OM0075
 OM0075  HISTORY     - Date     Condition        Report By
 OM0075  HISTORY     - 1934     MONUMENTED       CGS
 OM0075  HISTORY     - 1944     GOOD             LOCENG
 OM0075  HISTORY     - 1956     MARK NOT FOUND   USGS
 OM0075  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 OM0075  HISTORY     - 20010817 MARK NOT FOUND   USPSQD
 OM0075
 OM0075                          STATION DESCRIPTION
 OM0075
 OM0075'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1944
 OM0075'AT GRANVILLE.
 OM0075'AT GRANVILLE, MILWAUKEE COUNTY, ABOUT 186 FEET NORTHWEST OF THE
 OM0075'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION 19.5
 OM0075'FEET SOUTHWEST OF CENTER LINE OF MAIN TRACK, 24 FEET WEST OF
 OM0075'CENTER LINE OF HIGHWAY 100, AND ABOUT 400 FEET SOUTH OF JUNCTION
 OM0075'HIGHWAY 100 AND HIGHWAY 74, AND ABOUT 1.5 FEET LOWER THAN THE
 OM0075'RAIL.  A STANDARD DISK, STAMPED L 86 1934 AND SET IN THE TOP
 OM0075'OF A CONCRETE POST.
 OM0075
 OM0075                          STATION RECOVERY (1956)
 OM0075
 OM0075'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 OM0075'MARK NOT FOUND.
 OM0075
 OM0075                          STATION RECOVERY (1991)
 OM0075
 OM0075'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCB)
 OM0075'MARK NOT FOUND.
 OM0075
 OM0075                          STATION RECOVERY (2001)
 OM0075
 OM0075'RECOVERY NOTE BY US POWER SQUADRON 2001
 OM0075'LOCATION NOTED HAS BEEN PAVED OVER HAD USED FOR A COMMERCIAL DRIVEWAY.
 OM0075' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0170 ***********************************************************************
 OL0170  DESIGNATION -  L 87
 OL0170  PID         -  OL0170
 OL0170  STATE/COUNTY-  WI/SHEBOYGAN
 OL0170  USGS QUAD   -  CEDAR GROVE (1974)
 OL0170
 OL0170                         *CURRENT SURVEY CONTROL
 OL0170  ___________________________________________________________________
 OL0170* NAD 83(1986)-  43 33 56.     (N)    087 49 17.     (W)     SCALED    
 OL0170* NAVD 88     -       212.769  (meters)     698.06   (feet)  ADJUSTED  
 OL0170  ___________________________________________________________________
 OL0170  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 OL0170  DYNAMIC HT  -         212.726 (meters)     697.92  (feet)  COMP
 OL0170  MODELED GRAV-     980,411.0   (mgal)                       NAVD 88
 OL0170
 OL0170  VERT ORDER  -  FIRST     CLASS 0
 OL0170
 OL0170.The horizontal coordinates were scaled from a topographic map and have
 OL0170.an estimated accuracy of +/- 6 seconds.
 OL0170
 OL0170.The orthometric height was determined by differential leveling
 OL0170.and adjusted by the National Geodetic Survey in June 1991..
 OL0170
 OL0170.The geoid height was determined by GEOID03.
 OL0170
 OL0170.The dynamic height is computed by dividing the NAVD 88
 OL0170.geopotential number by the normal gravity value computed on the
 OL0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0170.degrees latitude (g = 980.6199 gals.).
 OL0170
 OL0170.The modeled gravity was interpolated from observed gravity values.
 OL0170
 OL0170;                    North         East    Units  Estimated Accuracy
 OL0170;SPC WI S     -   176,220.      775,980.      MT  (+/- 180 meters Scaled)
 OL0170
 OL0170                          SUPERSEDED SURVEY CONTROL
 OL0170
 OL0170  NGVD 29 (??/??/92)  212.813  (m)          698.20   (f) ADJ UNCH    2 0
 OL0170
 OL0170.Superseded values are not recommended for survey control.
 OL0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0170.See file dsdata.txt to determine how the superseded data were derived.
 OL0170
 OL0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP336239(NAD 83)
 OL0170_MARKER: DD = SURVEY DISK
 OL0170_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OL0170_SP_SET: BOX CULVERT
 OL0170_STAMPING: L 87 1934
 OL0170_MARK LOGO: CGS   
 OL0170_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OL0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0170+STABILITY: SURFACE MOTION
 OL0170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0170+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2003
 OL0170
 OL0170  HISTORY     - Date     Condition        Report By
 OL0170  HISTORY     - 1934     MONUMENTED       CGS
 OL0170  HISTORY     - 1972     GOOD             NGS
 OL0170  HISTORY     - 2001     GOOD             WIDT
 OL0170  HISTORY     - 20031204 GOOD             USPSQD
 OL0170
 OL0170                          STATION DESCRIPTION
 OL0170
 OL0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0170'AT CEDAR GROVE.
 OL0170'AT CEDAR GROVE, 0.15 MILE SOUTHWEST ALONG THE CHICAGO AND NORTH
 OL0170'WESTERN RAILWAY FROM THE CROSSING OF STATE HIGHWAY 32, 160 FEET
 OL0170'SOUTHWEST OF THE CENTER OF THE CROSSING OF BLANK AVENUE, 11 FEET
 OL0170'NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, SET IN THE
 OL0170'TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE HEADWALL
 OL0170'FOR A 12-BY-5-FOOT BOX TYPE CULVERT AND 3 FEET BELOW THE LEVEL
 OL0170'OF THE TRACK.  SEC 26, T13N, R22E.
 OL0170
 OL0170                          STATION RECOVERY (2001)
 OL0170
 OL0170'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OL0170'THE STATION IS LOCATED ABOUT 23 KM SOUTHWEST OF SHEBOYGAN, 7 KM
 OL0170'SOUTHWEST OF OOSTBURG AND 0.5 KM SOUTHEAST OF CEDAR GROVE.
 OL0170'OWNERSHIP--VILLAGE OF CEDAR GROVE. TO REACH THE STATION FROM THE
 OL0170'JUNCTION OF STATE HIGHWAY 32 WITH COUNTY HIGHWAY D AND MAIN STREET IN
 OL0170'THE VILLAGE OF CEDAR GROVE, GO SOUTH ON MAIN STREET FOR 0.6 KM TO
 OL0170'PHOENIX STREET, TURN RIGHT AND GO WEST ON PHOENIX STREET FOR 0.1 KM
 OL0170'TO THE RAILROAD TRACKS AND THE STATION ON THE LEFT. THE STATION IS A
 OL0170'BRONZE US COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP OF
 OL0170'A CONCRETE BOX CULVERT AND ABOUT 0.5 M BELOW THE ROAD PAVEMENT. THE
 OL0170'STATION IS 47.0 M SOUTH OF THE CENTERLINE OF PHOENIX STREET, 47.2 KM
 OL0170'SOUTHWEST OF NORTHWEST CORNER OF CONCRETE BLOCK BUILDING, 10.0 M
 OL0170'NORTHEAST OF POWER POLE --NO NUMBER--, 4.1 M WEST OF RAILROAD TRACKS,
 OL0170'AND 0.6 M SOUTH OF AN ORANGE FIBERGLASS WITNESS POST. ---NOTE--- THIS
 OL0170'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THEN 15 DEGREES
 OL0170'ABOVE THE HORIZON EXCEPT FOR A BUILDING ABOUT 50 M EAST OF THE
 OL0170'STATION.
 OL0170
 OL0170                          STATION RECOVERY (2003)
 OL0170
 OL0170'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OL0170'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1 FOOT SOUTH OF THE
 OL0170'NORTH END OF THE WESTERN HEADWALL OF A CONCRETE CULVERT UNDER THE
 OL0170'RAILROAD TRACKS.
 OL0170'NOTE-- PHOENIX STREET IS A ONE-WAY TO THE EAST.  TO REACH THE STATION
 OL0170'FROM MAIN STREET, TURN WEST ON WISCONSIN STREET FOR 1 BLOCK TO 1ST
 OL0170'STREET.  TURN SOUTH ON 1ST STREET AND GO SOUTH TO PHOENIX STREET.
 OL0170'TURN LEFT ONTO PHOENIX STREET AND GO EAST TO THE RAILROAD TRACKS AND
 OL0170'THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0151 ***********************************************************************
 PM0151  DESIGNATION -  L 88
 PM0151  PID         -  PM0151
 PM0151  STATE/COUNTY-  WI/MANITOWOC
 PM0151  USGS QUAD   -  MANITOWOC (1973)
 PM0151
 PM0151                         *CURRENT SURVEY CONTROL
 PM0151  ___________________________________________________________________
 PM0151* NAD 83(1986)-  44 01 23.     (N)    087 42 24.     (W)     SCALED    
 PM0151* NAVD 88     -       201.076  (meters)     659.70   (feet)  ADJUSTED  
 PM0151  ___________________________________________________________________
 PM0151  GEOID HEIGHT-         -36.07  (meters)                     GEOID03
 PM0151  DYNAMIC HT  -         201.041 (meters)     659.58  (feet)  COMP
 PM0151  MODELED GRAV-     980,440.7   (mgal)                       NAVD 88
 PM0151
 PM0151  VERT ORDER  -  SECOND    CLASS 0
 PM0151
 PM0151.The horizontal coordinates were scaled from a topographic map and have
 PM0151.an estimated accuracy of +/- 6 seconds.
 PM0151
 PM0151.The orthometric height was determined by differential leveling
 PM0151.and adjusted by the National Geodetic Survey in June 1991..
 PM0151
 PM0151.The geoid height was determined by GEOID03.
 PM0151
 PM0151.The dynamic height is computed by dividing the NAVD 88
 PM0151.geopotential number by the normal gravity value computed on the
 PM0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0151.degrees latitude (g = 980.6199 gals.).
 PM0151
 PM0151.The modeled gravity was interpolated from observed gravity values.
 PM0151
 PM0151;                    North         East    Units  Estimated Accuracy
 PM0151;SPC WI S     -   227,280.      783,840.      MT  (+/- 180 meters Scaled)
 PM0151
 PM0151                          SUPERSEDED SURVEY CONTROL
 PM0151
 PM0151  NGVD 29 (??/??/92)  201.087  (m)          659.73   (f) ADJ UNCH    2 0
 PM0151
 PM0151.Superseded values are not recommended for survey control.
 PM0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0151.See file dsdata.txt to determine how the superseded data were derived.
 PM0151
 PM0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP433746(NAD 83)
 PM0151_MARKER: DB = BENCH MARK DISK
 PM0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PM0151_STAMPING: L-88 1934
 PM0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0151+STABILITY: SURFACE MOTION
 PM0151
 PM0151  HISTORY     - Date     Condition        Report By
 PM0151  HISTORY     - 1934     MONUMENTED       CGS
 PM0151  HISTORY     - 1972     MARK NOT FOUND   NGS
 PM0151
 PM0151                          STATION DESCRIPTION
 PM0151
 PM0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PM0151'2.3 MI N FROM NEWTON.
 PM0151'2.3 MILES NORTH OF DEPOT ALONG THE CHICAGO AND NORTHWESTERN
 PM0151'RAILROAD AT PUBLIC CROSSING, 50 FEET NORTH OF SEMAPHORE 709.  SET
 PM0151'IN POST, 2 FEET BELOW RAIL TOP, 2 FEET INSIDE RIGHT OF WAY FENCE
 PM0151'CORNER, 48 FEET EAST OF CENTERLINE OF TRACK AND 30 FEET SOUTH OF
 PM0151'CENTERLINE OF EAST BOUND ROAD.
 PM0151
 PM0151                          STATION RECOVERY (1972)
 PM0151
 PM0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 PM0151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0073 ***********************************************************************
 PM0073  DESIGNATION -  L 89
 PM0073  PID         -  PM0073
 PM0073  STATE/COUNTY-  WI/BROWN
 PM0073  USGS QUAD   -  BELLEVUE (1992)
 PM0073
 PM0073                         *CURRENT SURVEY CONTROL
 PM0073  ___________________________________________________________________
 PM0073* NAD 83(1986)-  44 27 22.     (N)    087 56 48.     (W)     SCALED    
 PM0073* NAVD 88     -       214.014  (meters)     702.14   (feet)  ADJUSTED  
 PM0073  ___________________________________________________________________
 PM0073  GEOID HEIGHT-         -36.14  (meters)                     GEOID03
 PM0073  DYNAMIC HT  -         213.986 (meters)     702.05  (feet)  COMP
 PM0073  MODELED GRAV-     980,482.0   (mgal)                       NAVD 88
 PM0073
 PM0073  VERT ORDER  -  FIRST     CLASS 0
 PM0073
 PM0073.The horizontal coordinates were scaled from a topographic map and have
 PM0073.an estimated accuracy of +/- 6 seconds.
 PM0073
 PM0073.The orthometric height was determined by differential leveling
 PM0073.and adjusted by the National Geodetic Survey in June 1991..
 PM0073
 PM0073.The geoid height was determined by GEOID03.
 PM0073
 PM0073.The dynamic height is computed by dividing the NAVD 88
 PM0073.geopotential number by the normal gravity value computed on the
 PM0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0073.degrees latitude (g = 980.6199 gals.).
 PM0073
 PM0073.The modeled gravity was interpolated from observed gravity values.
 PM0073
 PM0073;                    North         East    Units  Estimated Accuracy
 PM0073;SPC WI C     -    71,270.      763,400.      MT  (+/- 180 meters Scaled)
 PM0073
 PM0073                          SUPERSEDED SURVEY CONTROL
 PM0073
 PM0073  NGVD 29 (??/??/92)  214.012  (m)          702.14   (f) ADJ UNCH    2 0
 PM0073
 PM0073.Superseded values are not recommended for survey control.
 PM0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0073.See file dsdata.txt to determine how the superseded data were derived.
 PM0073
 PM0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ246229(NAD 83)
 PM0073_MARKER: DB = BENCH MARK DISK
 PM0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PM0073_STAMPING: L 89 1934
 PM0073_MARK LOGO: CGS   
 PM0073_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PM0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0073+STABILITY: SURFACE MOTION
 PM0073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0073+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2005
 PM0073
 PM0073  HISTORY     - Date     Condition        Report By
 PM0073  HISTORY     - 1934     MONUMENTED       CGS
 PM0073  HISTORY     - 1972     GOOD             NGS
 PM0073  HISTORY     - 19940510 POOR             WI-009
 PM0073  HISTORY     - 19950818 MARK NOT FOUND   USPSQD
 PM0073  HISTORY     - 20021111 GOOD             USPSQD
 PM0073  HISTORY     - 20040308 GOOD             USPSQD
 PM0073  HISTORY     - 20050808 GOOD             WIDT
 PM0073
 PM0073                          STATION DESCRIPTION
 PM0073
 PM0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0073'1.5 MI NW FROM BELLEVUE.
 PM0073'ABOUT 1.5 MILES NORTHWEST ALONG U.S. HIGHWAY 141 FROM THE JUNCTION
 PM0073'OF STATE HIGHWAY 29 AT BELLEVUE, 0.25 MILE SOUTHEAST OF THE DENMARK
 PM0073'STATE BANK WHICH IS LOCATED AT THE JUNCTION OF THE HIGHWAY AND
 PM0073'TOWNHALL ROAD, 113 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE
 PM0073'HIGHWAY, 29 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE CHICAGO
 PM0073'AND NORTH WESTERN RAILWAY, 96 FEET NORTHEAST OF THE NORTHWEST END
 PM0073'OF A CONCRETE HEADWALL FOR A CULVERT UNDER THE HIGHWAY, 0.8 FOOT
 PM0073'NORTHWEST OF A METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF THE
 PM0073'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 PM0073'ABOVE THE LEVEL OF THE GROUND.  SEC 22, T 23N, R 21E
 PM0073
 PM0073                          STATION RECOVERY (1994)
 PM0073
 PM0073'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PM0073'CHANGES - WARNING MONUMENT MAY BE UNSTABLE, AREA SURVEYORS HAVE FOUND
 PM0073'THE ELEVATION TO BE INCONSISTANT WITH THE PUBLISHED VALUE.  TOWNHALL
 PM0073'RD IS NOW ALLOUEZ AVE.  THE CONCRETE HEADWALL IS GONE.  THE MARK IS
 PM0073'236 FEET (71.9 M) SOUTHEAST OF THE CENTERLINE OF NOEL DR EXTENDED TO
 PM0073'USH 141.
 PM0073
 PM0073                          STATION RECOVERY (1995)
 PM0073
 PM0073'RECOVERY NOTE BY US POWER SQUADRON 1995
 PM0073'MARK NOT FOUND.
 PM0073
 PM0073                          STATION RECOVERY (2002)
 PM0073
 PM0073'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0073'RECOVERED IN GOOD CONDITION.  STATION IS 96 FT. NORTHEAST OF THE NORTH
 PM0073'END OF A CONCRETE CULVERT RUNNING PARALLEL TO THE HIGHWAY. IT IS
 PM0073'SOUTHWEST OF AND ACROSS THE RAILROAD TRACKS FROM POST NO. 1076 WHICH
 PM0073'IS ON THE NORTHEAST SIDE OF THE RAILROAD TRACKS.  THE DISK ON A 9 INCH
 PM0073'BY 9 INCH CONCRETE POST PROJECTING 1 FOOT ABOVE THE GROUND.
 PM0073
 PM0073                          STATION RECOVERY (2004)
 PM0073
 PM0073'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0073'RECOVERED IN GOOD CONDITION.
 PM0073
 PM0073                          STATION RECOVERY (2005)
 PM0073
 PM0073'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0073'RECOVERED IN GOOD CONDITION.  ADD--THE STATION PROJECTS 0.4 M ABOVE
 PM0073'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0090 ***********************************************************************
 PO0090  DESIGNATION -  L 9
 PO0090  PID         -  PO0090
 PO0090  STATE/COUNTY-  WI/WOOD
 PO0090  USGS QUAD   -  QUAIL POINT FLOWAGE (1984)
 PO0090
 PO0090                         *CURRENT SURVEY CONTROL
 PO0090  ___________________________________________________________________
 PO0090* NAD 83(1986)-  44 15 56.     (N)    090 08 24.     (W)     SCALED    
 PO0090* NAVD 88     -       294.243  (meters)     965.36   (feet)  ADJUSTED  
 PO0090  ___________________________________________________________________
 PO0090  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 PO0090  DYNAMIC HT  -         294.187 (meters)     965.18  (feet)  COMP
 PO0090  MODELED GRAV-     980,420.4   (mgal)                       NAVD 88
 PO0090
 PO0090  VERT ORDER  -  FIRST     CLASS II
 PO0090
 PO0090.The horizontal coordinates were scaled from a topographic map and have
 PO0090.an estimated accuracy of +/- 6 seconds.
 PO0090
 PO0090.The orthometric height was determined by differential leveling
 PO0090.and adjusted by the National Geodetic Survey in June 1991..
 PO0090
 PO0090.The geoid height was determined by GEOID03.
 PO0090
 PO0090.The dynamic height is computed by dividing the NAVD 88
 PO0090.geopotential number by the normal gravity value computed on the
 PO0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0090.degrees latitude (g = 980.6199 gals.).
 PO0090
 PO0090.The modeled gravity was interpolated from observed gravity values.
 PO0090
 PO0090;                    North         East    Units  Estimated Accuracy
 PO0090;SPC WI C     -    48,040.      588,820.      MT  (+/- 180 meters Scaled)
 PO0090
 PO0090                          SUPERSEDED SURVEY CONTROL
 PO0090
 PO0090  NGVD 29 (??/??/92)  294.261  (m)          965.42   (f) ADJ UNCH    1 2
 PO0090
 PO0090.Superseded values are not recommended for survey control.
 PO0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0090.See file dsdata.txt to determine how the superseded data were derived.
 PO0090
 PO0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK282053(NAD 83)
 PO0090_MARKER: DB = BENCH MARK DISK
 PO0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0090_STAMPING: L 9 1930
 PO0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0090+STABILITY: SURFACE MOTION
 PO0090
 PO0090  HISTORY     - Date     Condition        Report By
 PO0090  HISTORY     - 1930     MONUMENTED       CGS
 PO0090  HISTORY     - 1957     MARK NOT FOUND   USGS
 PO0090  HISTORY     - 1975     GOOD             WIDT
 PO0090  HISTORY     - 1985     MARK NOT FOUND   NGS
 PO0090
 PO0090                          STATION DESCRIPTION
 PO0090
 PO0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 PO0090'3.2 MI S FROM BABCOCK.
 PO0090'3.2 MILES SOUTH (ALONG RAILROAD) ON THE CHICAGO MILWAUKEE AND
 PO0090'ST. PAUL RAILROAD, 3.2 MILES SOUTH OF THE DEPOT AT BABCOCK,
 PO0090'BETWEEN C.M. ST. P. RR TRACKS AND COUNTY TRUNK HIGHWAY D, 560
 PO0090'FEET SOUTH OF HIGHWAY D GRADE CROSSING, 43 FT WEST OF HIGHWAY
 PO0090'D, AND 41 FEET EAST OF EAST AND NEAREST RAIL.  STANDARD BRONZE
 PO0090'DISC SET IN CONCRETE MONUMENT.
 PO0090
 PO0090                          STATION RECOVERY (1957)
 PO0090
 PO0090'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 PO0090'MARK NOT FOUND.
 PO0090
 PO0090                          STATION RECOVERY (1975)
 PO0090
 PO0090'RECOVERY NOTE BY WI DEPT OF TRANSP 1975
 PO0090'RECOVERED IN GOOD CONDITION.
 PO0090
 PO0090                          STATION RECOVERY (1985)
 PO0090
 PO0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PO0090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0195 ***********************************************************************
 PN0195  DESIGNATION -  L 91
 PN0195  PID         -  PN0195
 PN0195  STATE/COUNTY-  WI/CALUMET
 PN0195  USGS QUAD   -  CHILTON (1992)
 PN0195
 PN0195                         *CURRENT SURVEY CONTROL
 PN0195  ___________________________________________________________________
 PN0195* NAD 83(1986)-  44 05 17.     (N)    088 09 34.     (W)     SCALED    
 PN0195* NAVD 88     -       275.122  (meters)     902.63   (feet)  ADJUSTED  
 PN0195  ___________________________________________________________________
 PN0195  GEOID HEIGHT-         -36.03  (meters)                     GEOID03
 PN0195  DYNAMIC HT  -         275.071 (meters)     902.46  (feet)  COMP
 PN0195  MODELED GRAV-     980,428.4   (mgal)                       NAVD 88
 PN0195
 PN0195  VERT ORDER  -  SECOND    CLASS I
 PN0195
 PN0195.The horizontal coordinates were scaled from a topographic map and have
 PN0195.an estimated accuracy of +/- 6 seconds.
 PN0195
 PN0195.The orthometric height was determined by differential leveling
 PN0195.and adjusted by the National Geodetic Survey in May 2003..
 PN0195
 PN0195.The geoid height was determined by GEOID03.
 PN0195
 PN0195.The dynamic height is computed by dividing the NAVD 88
 PN0195.geopotential number by the normal gravity value computed on the
 PN0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0195.degrees latitude (g = 980.6199 gals.).
 PN0195
 PN0195.The modeled gravity was interpolated from observed gravity values.
 PN0195
 PN0195;                    North         East    Units  Estimated Accuracy
 PN0195;SPC WI S     -   233,600.      747,390.      MT  (+/- 180 meters Scaled)
 PN0195
 PN0195                          SUPERSEDED SURVEY CONTROL
 PN0195
 PN0195  NAVD 88 (06/15/91)  275.108  (m)          902.58   (f) UNKNOWN     2 0
 PN0195  NGVD 29 (??/??/92)  275.110  (m)          902.59   (f) ADJ UNCH    2 0
 PN0195
 PN0195.Superseded values are not recommended for survey control.
 PN0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0195.See file dsdata.txt to determine how the superseded data were derived.
 PN0195
 PN0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP071823(NAD 83)
 PN0195_MARKER: DB = BENCH MARK DISK
 PN0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0195_STAMPING: L 91 1934
 PN0195_MARK LOGO: CGS   
 PN0195_PROJECTION: PROJECTING 15 CENTIMETERS
 PN0195_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0195+STABILITY: SURFACE MOTION
 PN0195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0195+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2005
 PN0195
 PN0195  HISTORY     - Date     Condition        Report By
 PN0195  HISTORY     - 1934     MONUMENTED       CGS
 PN0195  HISTORY     - 20010416 GOOD             WIDT
 PN0195  HISTORY     - 20030630 GOOD             USPSQD
 PN0195  HISTORY     - 20050817 GOOD             WIDT
 PN0195
 PN0195                          STATION DESCRIPTION
 PN0195
 PN0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0195'4 MI N FROM CHILTON.
 PN0195'4.0 MILES NORTH OF ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND
 PN0195'PACIFIC RAILROAD ABOUT 200 YARDS SOUTH OF PRIVATE CROSSING AND
 PN0195'70 FEET SOUTH OF CAST IRON CULVERT.  271.  SET IN POST, ONE
 PN0195'FOOT BELOW RAIL TOP, 3 FEET WEST OF FENCE AND 45 FEET EAST OF
 PN0195'CENTERLINE OF TRACK.
 PN0195
 PN0195                          STATION RECOVERY (2001)
 PN0195
 PN0195'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PN0195'THE STATION IS LOCATED ABOUT 39 KM WEST OF MANITOWOC, 7 KM NORTH OF
 PN0195'CHILTON AND 6 KM SOUTH OF HILBERT.  OWNERSHIP--WISCONSIN CENTRAL
 PN0195'LIMITED RAILROAD.  TO REACH THE STATION FROM THE NORTH JUNCTION OF US
 PN0195'HIGHWAY 151 WITH STATE HIGHWAY 32 AND STATE HIGHWAY 57 IN THE CITY OF
 PN0195'CHILTON, GO NORTH ON STATE HIGHWAY 32 AND STATE HIGHWAY 57 FOR 6.6 KM
 PN0195'TO KILLSNAKE ROAD, CONTINUE NORTH ON STATE HIGHWAY 32 AND STATE
 PN0195'HIGHWAY 57 FOR 0.2 KM TO PRIVATE ENTRANCE --N5564-- ON THE RIGHT,
 PN0195'TURN RIGHT AND GO EAST ON PRIVATE ENTRANCE --N5564-- FOR 0.2 KM TO
 PN0195'THE END OF THE PRIVATE ENTRANCE PROCEED ON FOOT SOUTHEAST FOR 100 M
 PN0195'TO A PRIVATE CROSSING OF THE RAILROAD, TURN RIGHT AND GO SOUTH ON THE
 PN0195'RAILROAD FOR 120 M TO THE STATION ON THE LEFT.    THE STATION IS A
 PN0195'BRONZE US COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP OF
 PN0195'A 24-CM SQUARE CONCRETE POST.  THE STATION IS 120 M SOUTH-SOUTHEAST
 PN0195'OF A PRIVATE CROSSING OF THE RAILROAD, 22 M SOUTH-SOUTHEAST OF A CAST
 PN0195'IRON CULVERT PIPE, 12.4 M EAST OF THE EAST TRACK, 2 M WEST OF A
 PN0195'CULTIVATED FIELD, 1.0 M NORTH OF AN ORANGE FIBERGLASS WITNESS POST
 PN0195'AND 1.0 M WEST OF AN ORANGE FIBERGLASS WITNESS POST. ---NOTE---THIS
 PN0195'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 10 DEGREES
 PN0195'ABOVE THE HORIZON.  ---NOTE2--CONTACT PRIVATE LAND OWNER PRIOR TO
 PN0195'CROSSING PROPERTY.
 PN0195
 PN0195                          STATION RECOVERY (2003)
 PN0195
 PN0195'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0195'RECOVERED IN GOOD CONDITION.
 PN0195
 PN0195                          STATION RECOVERY (2005)
 PN0195
 PN0195'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PN0195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0176 ***********************************************************************
 PN0176  DESIGNATION -  L 92
 PN0176  PID         -  PN0176
 PN0176  STATE/COUNTY-  WI/CALUMET
 PN0176  USGS QUAD   -  SHERWOOD (1992)
 PN0176
 PN0176                         *CURRENT SURVEY CONTROL
 PN0176  ___________________________________________________________________
 PN0176* NAD 83(1986)-  44 11 22.     (N)    088 17 35.     (W)     SCALED    
 PN0176* NAVD 88     -       240.432  (meters)     788.82   (feet)  ADJUSTED  
 PN0176  ___________________________________________________________________
 PN0176  GEOID HEIGHT-         -36.17  (meters)                     GEOID03
 PN0176  DYNAMIC HT  -         240.390 (meters)     788.68  (feet)  COMP
 PN0176  MODELED GRAV-     980,439.7   (mgal)                       NAVD 88
 PN0176
 PN0176  VERT ORDER  -  SECOND    CLASS I
 PN0176
 PN0176.The horizontal coordinates were scaled from a topographic map and have
 PN0176.an estimated accuracy of +/- 6 seconds.
 PN0176
 PN0176.The orthometric height was determined by differential leveling
 PN0176.and adjusted by the National Geodetic Survey in May 2003..
 PN0176
 PN0176.The geoid height was determined by GEOID03.
 PN0176
 PN0176.The dynamic height is computed by dividing the NAVD 88
 PN0176.geopotential number by the normal gravity value computed on the
 PN0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0176.degrees latitude (g = 980.6199 gals.).
 PN0176
 PN0176.The modeled gravity was interpolated from observed gravity values.
 PN0176
 PN0176;                    North         East    Units  Estimated Accuracy
 PN0176;SPC WI S     -   244,630.      736,470.      MT  (+/- 180 meters Scaled)
 PN0176
 PN0176                          SUPERSEDED SURVEY CONTROL
 PN0176
 PN0176  NAVD 88 (06/15/91)  240.293  (m)          788.36   (f) UNKNOWN     2 0
 PN0176  NGVD 29 (??/??/92)  240.313  (m)          788.43   (f) ADJ UNCH    2 0
 PN0176
 PN0176.Superseded values are not recommended for survey control.
 PN0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0176.See file dsdata.txt to determine how the superseded data were derived.
 PN0176
 PN0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP966937(NAD 83)
 PN0176_MARKER: DD = SURVEY DISK
 PN0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0176_STAMPING: L 92 1934
 PN0176_MARK LOGO: CGS   
 PN0176_PROJECTION: PROJECTING 40 CENTIMETERS
 PN0176_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PN0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0176+STABILITY: SURFACE MOTION
 PN0176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0176+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2005
 PN0176
 PN0176  HISTORY     - Date     Condition        Report By
 PN0176  HISTORY     - 1934     MONUMENTED       CGS
 PN0176  HISTORY     - 1978     POOR             ALSTER
 PN0176  HISTORY     - 20010523 GOOD             WIDT
 PN0176  HISTORY     - 20030630 GOOD             USPSQD
 PN0176  HISTORY     - 20050807 GOOD             USPSQD
 PN0176  HISTORY     - 20050824 POOR             WIDT
 PN0176
 PN0176                          STATION DESCRIPTION
 PN0176
 PN0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0176'2.2 MI W FROM SHERWOOD.
 PN0176'2.2 MILES WEST OF DEPOT AT ALONG THE MINNEAPOLIS, ST PAUL AND
 PN0176'SOO STE MARIE RAILROAD (TRACK OWNED BY C M ST P AND P RWY) AT
 PN0176'PUBLIC CROSSING, 140 FEET EAST OF BRIDGE 710.  SET IN POST,
 PN0176'45 FEET SOUTH OF CENTERLINE OF TRACK, 33 FEET EAST OF CENTERLINE
 PN0176'OF ROAD, 12 FEET EAST OF CORNER FENCE POST AND 3 FEET BELOW
 PN0176'RAIL TOP.
 PN0176
 PN0176                          STATION RECOVERY (1978)
 PN0176
 PN0176'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1978
 PN0176'MARK RECOVERED IN POOR CONDITION.
 PN0176
 PN0176                          STATION RECOVERY (2001)
 PN0176
 PN0176'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PN0176'THE STATION IS LOCATED ABOUT 24 KM NORTHEAST OF OSHKOSH AND 11 KM
 PN0176'SOUTHEAST OF APPLETON. OWNERSHIP--WISCONSIN CENTRAL RAILROAD. TO
 PN0176'REACH THE STATION FROM THE EASTERNMOST JUNCTION OF US HIGHWAY 10 AND
 PN0176'STATE HIGHWAY 114 ABOUT 9 KM SOUTHEAST OF THE CITY OF APPLETON, GO
 PN0176'SOUTHEAST ON STATE HIGHWAY 114 FOR 3.5 KM TO PIGEON ROAD, TURN RIGHT
 PN0176'AND GO SOUTH ON PIGEON ROAD FOR 0.6 KM TO THE STATION ON THE RIGHT.
 PN0176'THE STATION IS A BRONZE US COAST AND GEODETIC SURVEY BENCH MARK DISK
 PN0176'SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST ABOUT 0.5 M BELOW THE
 PN0176'ROAD PAVEMENT. THE STATION IS 10.0 M WEST OF THE CENTERLINE OF PIGEON
 PN0176'ROAD, 18.5 M NORTH OF TELEPHONE PEDESTAL --03 1000 6-- , 14.1 M SOUTH
 PN0176'OF THE CENTERLINE OF RAILROAD TRACKS, 13.2 M SOUTHEAST OF A POST FOR
 PN0176'A --RR CROSSING AND STOP-- SIGN AND 0.9 M NORTH OF AN ORANGE
 PN0176'FIBERGLASS WITNESS POST. ---NOTE---THIS STATION HAS NO OBSTRUCTIONS
 PN0176'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT SOME TREES
 PN0176'TO THE EAST.
 PN0176
 PN0176                          STATION RECOVERY (2003)
 PN0176
 PN0176'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0176'STATION RECOVERED IN GOOD CONDITION.  CORRECTION-- STATION IS 10.0 M
 PN0176'EAST OF THE CENTERLINE OF PIGEON ROAD, NOT WEST.  ADD-- THE STATION IS
 PN0176'7 M NORTH OF A FIELD ENTRANCE.  IT PROJECTS 14 INCHES ABOVE GROUND
 PN0176'LEVEL AND LEANS SLIGHTLY.
 PN0176
 PN0176                          STATION RECOVERY (2005)
 PN0176
 PN0176'RECOVERY NOTE BY US POWER SQUADRON 2005 (JMK)
 PN0176'RECOVERED IN GOOD CONDITION.  NOTE-- WITNESS POST IS BENT OVER TO THE
 PN0176'SOUTH OF THE MARK AND THE MARK IS OBSCURED BY OVERGROWTH.
 PN0176
 PN0176                          STATION RECOVERY (2005)
 PN0176
 PN0176'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PN0176'RECOVERED IN POOR CONDITION. ADD-- THE STATION IS 0.3 M WEST OF AN
 PN0176'ORANGE FIBERGLASS WITNESS POST AND 1.0 M NORTH AND 1.0 M SOUTH OF TWO
 PN0176'WHITE PLASTIC WITNESS POSTS.
 PN0176'NOTE-- GOING SOUTH ON PIGEON ROAD FROM STATE HIGHWAY 114, THE STATION
 PN0176'IS ON THE LEFT (NOT RIGHT), 10.0 M EAST (NOT WEST) OF THE CENTERLINE
 PN0176'OF PIGEON ROAD, 11.9 M (NOT 13.2 M) SOUTHEAST OF A --RR CROSSING AND
 PN0176'STOP-- SIGN POST.
 PN0176'NOTE2-- THE MONUMENT IS LEANING 12 DEGREES TO THE SOUTHWEST.  NOTE3--
 PN0176'THE STATION HAS A RECENT LARGE CHIP REMOVED FROM THE NORTHWEST CORNER
 PN0176'OF THE CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0253 ***********************************************************************
 PN0253  DESIGNATION -  L 93
 PN0253  PID         -  PN0253
 PN0253  STATE/COUNTY-  WI/WAUPACA
 PN0253  USGS QUAD   -  WEYAUWEGA (1982)
 PN0253
 PN0253                         *CURRENT SURVEY CONTROL
 PN0253  ___________________________________________________________________
 PN0253* NAD 83(1986)-  44 20 12.     (N)    088 58 18.     (W)     SCALED    
 PN0253* NAVD 88     -       243.814  (meters)     799.91   (feet)  ADJUSTED  
 PN0253  ___________________________________________________________________
 PN0253  GEOID HEIGHT-         -36.39  (meters)                     GEOID03
 PN0253  DYNAMIC HT  -         243.772 (meters)     799.78  (feet)  COMP
 PN0253  MODELED GRAV-     980,439.9   (mgal)                       NAVD 88
 PN0253
 PN0253  VERT ORDER  -  SECOND    CLASS 0
 PN0253
 PN0253.The horizontal coordinates were scaled from a topographic map and have
 PN0253.an estimated accuracy of +/- 6 seconds.
 PN0253
 PN0253.The orthometric height was determined by differential leveling
 PN0253.and adjusted by the National Geodetic Survey in June 1991..
 PN0253
 PN0253.The geoid height was determined by GEOID03.
 PN0253
 PN0253.The dynamic height is computed by dividing the NAVD 88
 PN0253.geopotential number by the normal gravity value computed on the
 PN0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0253.degrees latitude (g = 980.6199 gals.).
 PN0253
 PN0253.The modeled gravity was interpolated from observed gravity values.
 PN0253
 PN0253;                    North         East    Units  Estimated Accuracy
 PN0253;SPC WI C     -    56,450.      682,010.      MT  (+/- 180 meters Scaled)
 PN0253
 PN0253                          SUPERSEDED SURVEY CONTROL
 PN0253
 PN0253  NGVD 29 (??/??/92)  243.829  (m)          799.96   (f) ADJ UNCH    2 0
 PN0253
 PN0253.Superseded values are not recommended for survey control.
 PN0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0253.See file dsdata.txt to determine how the superseded data were derived.
 PN0253
 PN0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ428111(NAD 83)
 PN0253_MARKER: DB = BENCH MARK DISK
 PN0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0253_STAMPING: L-93 1934
 PN0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0253+STABILITY: SURFACE MOTION
 PN0253
 PN0253  HISTORY     - Date     Condition        Report By
 PN0253  HISTORY     - 1934     MONUMENTED       CGS
 PN0253  HISTORY     - 1943     GOOD             SOORR
 PN0253
 PN0253                          STATION DESCRIPTION
 PN0253
 PN0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0253'1.8 MI W FROM WEYAUWEGA.
 PN0253'1.8 MILES WEST OF DEPOT AT ALONG THE MINNEAPOLIS, ST PAUL AND
 PN0253'SAULT STE MARIE RAILROAD AT ROAD CROSSING, 7 POLES WEST OF
 PN0253'MILEPOLE 215.  SET IN POST, 42 FEET NORTH OF CENTERLINE OF THE
 PN0253'TRACKS, 27 FEET WEST OF CENTERLINE OF ROAD, 24 FEET SOUTH OF
 PN0253'FENCE LINE AND ABOUT 4 FEET BELOW TRACK LEVEL.
 PN0253
 PN0253                          STATION RECOVERY (1943)
 PN0253
 PN0253'RECOVERY NOTE BY SOO LINE RAILROAD 1943
 PN0253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0139 ***********************************************************************
 OM0139  DESIGNATION -  L 94
 OM0139  PID         -  OM0139
 OM0139  STATE/COUNTY-  WI/FOND DU LAC
 OM0139  USGS QUAD   -  RIPON (1980)
 OM0139
 OM0139                         *CURRENT SURVEY CONTROL
 OM0139  ___________________________________________________________________
 OM0139* NAD 83(1986)-  43 50 46.     (N)    088 50 11.     (W)     SCALED    
 OM0139* NAVD 88     -       279.501  (meters)     917.00   (feet)  ADJUSTED  
 OM0139  ___________________________________________________________________
 OM0139  GEOID HEIGHT-         -35.95  (meters)                     GEOID03
 OM0139  DYNAMIC HT  -         279.441 (meters)     916.80  (feet)  COMP
 OM0139  MODELED GRAV-     980,396.6   (mgal)                       NAVD 88
 OM0139
 OM0139  VERT ORDER  -  SECOND    CLASS 0
 OM0139
 OM0139.The horizontal coordinates were scaled from a topographic map and have
 OM0139.an estimated accuracy of +/- 6 seconds.
 OM0139
 OM0139.The orthometric height was determined by differential leveling
 OM0139.and adjusted by the National Geodetic Survey in June 1991..
 OM0139
 OM0139.The geoid height was determined by GEOID03.
 OM0139
 OM0139.The dynamic height is computed by dividing the NAVD 88
 OM0139.geopotential number by the normal gravity value computed on the
 OM0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0139.degrees latitude (g = 980.6199 gals.).
 OM0139
 OM0139.The modeled gravity was interpolated from observed gravity values.
 OM0139
 OM0139;                    North         East    Units  Estimated Accuracy
 OM0139;SPC WI S     -   205,740.      693,560.      MT  (+/- 180 meters Scaled)
 OM0139
 OM0139                          SUPERSEDED SURVEY CONTROL
 OM0139
 OM0139  NGVD 29 (??/??/92)  279.526  (m)          917.08   (f) ADJ UNCH    2 0
 OM0139
 OM0139.Superseded values are not recommended for survey control.
 OM0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0139.See file dsdata.txt to determine how the superseded data were derived.
 OM0139
 OM0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP523564(NAD 83)
 OM0139_MARKER: DB = BENCH MARK DISK
 OM0139_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OM0139_SP_SET: BRIDGE PARAPET
 OM0139_STAMPING: L 94 1934
 OM0139_MARK LOGO: CGS   
 OM0139_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM0139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0139_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0139+SATELLITE: SATELLITE OBSERVATIONS - 2001
 OM0139
 OM0139  HISTORY     - Date     Condition        Report By
 OM0139  HISTORY     - 1934     MONUMENTED       CGS
 OM0139  HISTORY     - 1964     GOOD             NGS
 OM0139  HISTORY     - 20001005 GOOD             WIDT
 OM0139  HISTORY     - 2001     GOOD             WIDT
 OM0139  HISTORY     - 20030722 MARK NOT FOUND   USPSQD
 OM0139  HISTORY     - 20050523 MARK NOT FOUND   WIDT
 OM0139
 OM0139                          STATION DESCRIPTION
 OM0139
 OM0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 OM0139'AT RIPON.
 OM0139'AT RIPON, FOND DU LAC COUNTY, ON THE CHICAGO AND NORTH WESTERN
 OM0139'RAILWAY, 50 FEET NORTHWEST OF THE NORTHWEST END OF THE STATION,
 OM0139'AT THE CROSSING OF STATE HIGHWAY 44, 75 FEET NORTHEAST OF THE
 OM0139'CENTERLINE OF THE TRACK, AT A HIGHWAY CULVERT, AND IN THE CENTER
 OM0139'OF THE TOP OF THE SOUTHWEST CONCRETE HEADWALL.  A STANDARD DISK,
 OM0139'STAMPED L 94 1934.
 OM0139
 OM0139                          STATION RECOVERY (2000)
 OM0139
 OM0139'RECOVERY NOTE BY WI DEPT OF TRANSP 2000 (DJH)
 OM0139'THE STATION IS LOCATED IN THE CITY OF RIPON.  OWNERSHIP--CITY OF
 OM0139'RIPON.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 23 AND
 OM0139'STATE HIGHWAY 49 WITH STATE HIGHWAY 44 AT THE INTERSECTION OF JACKSON
 OM0139'STREET AND BLACKBURN STREET IN THE CITY OF RIPON, GO NORTH ON STATE
 OM0139'HIGHWAY 44 (BLACKBURN STREET) FOR 0.08 KM (0.05 MI) TO EUREKA STREET
 OM0139'ON THE RIGHT, TURN RIGHT AND GO NORTHEAST ON EUREKA STREET FOR 30
 OM0139'METERS (98.4 FT) TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 OM0139'CGS BENCH MARK DISK STAMPED --L 94 1934-- SET IN THE TOP A BRIDGE
 OM0139'PARAPET FLUSH WITH THE TOP OF THE PARAPET AND ABOUT 1.1 METERS (3.6
 OM0139'FT) ABOVE THE STREET PAVEMENT.  THE STATION IS 6.5 M (21.3 FT)
 OM0139'EAST-SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 44 (EUREKA STREET) ,
 OM0139'8.2 M (26.9 FT) NORTH OF A UTILITY POLE WITH A LIGHT MAST, 6.3 M (20.7
 OM0139'FT) SOUTHWEST OF A METAL BASE OF --MOBILE-- SIGN, 5 M (16.4 FT) ABOVE
 OM0139'SILVER CREEK.  --NOTE-- THE BRIDGE IS SCHEDULED TO BE DESTROYED IN
 OM0139'2001.
 OM0139
 OM0139                          STATION RECOVERY (2001)
 OM0139
 OM0139'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OM0139'RECOVERED AS DESCRIBED.
 OM0139
 OM0139                          STATION RECOVERY (2003)
 OM0139
 OM0139'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0139'NOT FOUND.  THE BRIDGE WAS REBUILT IN 2001.
 OM0139
 OM0139                          STATION RECOVERY (2005)
 OM0139
 OM0139'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 OM0139'THE STATION WAS NOT FOUND BECAUSE BRIDGE NUMBER --C-20-70-- WAS
 OM0139'REBUILT IN 2001.  THE STATION SHOULD BE CONSIDERED AS DESTROYED.  A
 OM0139'DEPARTMENT OF THE INTERIOR DISK STAMPED --L 94 RESET 2001-- WAS FOUND
 OM0139'SET ON TOP OF THE NEW NORTHEASTERN WINGWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0318 ***********************************************************************
 OM0318  DESIGNATION -  L 95
 OM0318  PID         -  OM0318
 OM0318  STATE/COUNTY-  WI/MARQUETTE
 OM0318  USGS QUAD   -  PACKWAUKEE (1984)
 OM0318
 OM0318                         *CURRENT SURVEY CONTROL
 OM0318  ___________________________________________________________________
 OM0318* NAD 83(1986)-  43 45 23.     (N)    089 28 35.     (W)     SCALED    
 OM0318* NAVD 88     -       238.485  (meters)     782.43   (feet)  ADJUSTED  
 OM0318  ___________________________________________________________________
 OM0318  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 OM0318  DYNAMIC HT  -         238.430 (meters)     782.25  (feet)  COMP
 OM0318  MODELED GRAV-     980,383.3   (mgal)                       NAVD 88
 OM0318
 OM0318  VERT ORDER  -  SECOND    CLASS 0
 OM0318
 OM0318.The horizontal coordinates were scaled from a topographic map and have
 OM0318.an estimated accuracy of +/- 6 seconds.
 OM0318
 OM0318.The orthometric height was determined by differential leveling
 OM0318.and adjusted by the National Geodetic Survey in June 1991..
 OM0318
 OM0318.The geoid height was determined by GEOID03.
 OM0318
 OM0318.The dynamic height is computed by dividing the NAVD 88
 OM0318.geopotential number by the normal gravity value computed on the
 OM0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0318.degrees latitude (g = 980.6199 gals.).
 OM0318
 OM0318.The modeled gravity was interpolated from observed gravity values.
 OM0318
 OM0318;                    North         East    Units  Estimated Accuracy
 OM0318;SPC WI S     -   195,250.      642,170.      MT  (+/- 180 meters Scaled)
 OM0318
 OM0318                          SUPERSEDED SURVEY CONTROL
 OM0318
 OM0318  NGVD 29 (??/??/92)  238.516  (m)          782.53   (f) ADJ UNCH    2 0
 OM0318
 OM0318.Superseded values are not recommended for survey control.
 OM0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0318.See file dsdata.txt to determine how the superseded data were derived.
 OM0318
 OM0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP006477(NAD 83)
 OM0318_MARKER: DB = BENCH MARK DISK
 OM0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0318_STAMPING: L 95 1934
 OM0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0318+STABILITY: SURFACE MOTION
 OM0318
 OM0318  HISTORY     - Date     Condition        Report By
 OM0318  HISTORY     - 1934     MONUMENTED       CGS
 OM0318  HISTORY     - 1943     MARK NOT FOUND   CNWRR
 OM0318  HISTORY     - 20030430 MARK NOT FOUND   WIDT
 OM0318
 OM0318                          STATION DESCRIPTION
 OM0318
 OM0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0318'1.2 MI W FROM PACKWAUKEE.
 OM0318'1.2 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 OM0318'THE STATION AT PACKWAUKEE, MARQUETTE COUNTY, ONE POLE WEST OF
 OM0318'MILEPOST 55, AT A ROAD CROSSING, 50 FEET SOUTHWEST OF THE
 OM0318'CENTERLINE OF THE ROAD, 30 FEET SOUTH OF THE CENTERLINE OF THE
 OM0318'TRACK, 20 FEET NORTH OF A POLE, AND 2 FEET EAST OF A FENCE.
 OM0318'A STANDARD DISK, STAMPED L 95 1934 AND SET IN THE TOP OF A CONCRETE
 OM0318'POST.
 OM0318
 OM0318                          STATION RECOVERY (1943)
 OM0318
 OM0318'RECOVERY NOTE BY CHICAGO AND NORTH WESTERN RAILROAD 1943
 OM0318'MARK NOT FOUND.
 OM0318
 OM0318                          STATION RECOVERY (2003)
 OM0318
 OM0318'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 OM0318'RAILROAD GRADE IS GONE, NEW ROADS IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0424 ***********************************************************************
 PN0424  DESIGNATION -  L 97
 PN0424  PID         -  PN0424
 PN0424  STATE/COUNTY-  WI/WAUSHARA
 PN0424  USGS QUAD   -  WAUTOMA (1968)
 PN0424
 PN0424                         *CURRENT SURVEY CONTROL
 PN0424  ___________________________________________________________________
 PN0424* NAD 83(1986)-  44 04 22.     (N)    089 17 07.     (W)     SCALED    
 PN0424* NAVD 88     -       263.216  (meters)     863.57   (feet)  ADJUSTED  
 PN0424  ___________________________________________________________________
 PN0424  GEOID HEIGHT-         -36.16  (meters)                     GEOID03
 PN0424  DYNAMIC HT  -         263.161 (meters)     863.39  (feet)  COMP
 PN0424  MODELED GRAV-     980,403.1   (mgal)                       NAVD 88
 PN0424
 PN0424  VERT ORDER  -  SECOND    CLASS 0
 PN0424
 PN0424.The horizontal coordinates were scaled from a topographic map and have
 PN0424.an estimated accuracy of +/- 6 seconds.
 PN0424
 PN0424.The orthometric height was determined by differential leveling
 PN0424.and adjusted by the National Geodetic Survey in June 1991..
 PN0424
 PN0424.The geoid height was determined by GEOID03.
 PN0424
 PN0424.The dynamic height is computed by dividing the NAVD 88
 PN0424.geopotential number by the normal gravity value computed on the
 PN0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0424.degrees latitude (g = 980.6199 gals.).
 PN0424
 PN0424.The modeled gravity was interpolated from observed gravity values.
 PN0424
 PN0424;                    North         East    Units  Estimated Accuracy
 PN0424;SPC WI S     -   230,520.      657,250.      MT  (+/- 180 meters Scaled)
 PN0424
 PN0424                          SUPERSEDED SURVEY CONTROL
 PN0424
 PN0424  NGVD 29 (??/??/92)  263.241  (m)          863.65   (f) ADJ UNCH    2 0
 PN0424
 PN0424.Superseded values are not recommended for survey control.
 PN0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0424.See file dsdata.txt to determine how the superseded data were derived.
 PN0424
 PN0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP170824(NAD 83)
 PN0424_MARKER: DB = BENCH MARK DISK
 PN0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0424_STAMPING: L-97 1934
 PN0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0424+STABILITY: SURFACE MOTION
 PN0424
 PN0424  HISTORY     - Date     Condition        Report By
 PN0424  HISTORY     - 1934     MONUMENTED       CGS
 PN0424  HISTORY     - 20011019 MARK NOT FOUND   USPSQD
 PN0424  HISTORY     - 20040102 MARK NOT FOUND   USPSQD
 PN0424
 PN0424                          STATION DESCRIPTION
 PN0424
 PN0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0424'AT WAUTOMA.
 PN0424'AT WAUTOMA ALONG THE CHICAGO AN NORTHWEST RAILROAD AT ROAD
 PN0424'CROSSING, 1 POLE NORTH OF DEPOT.  SET IN POST, 34 FEET WEST
 PN0424'OF CENTERLINE OF THE TRACKS, 3 FEET EAST OF POLE AND 39 FEET
 PN0424'NORTH OF CENTERLINE OF ROAD.
 PN0424
 PN0424                          STATION RECOVERY (2001)
 PN0424
 PN0424'RECOVERY NOTE BY US POWER SQUADRON 2001 (WJP)
 PN0424'NO LONGER ANY RR TRACKS
 PN0424
 PN0424                          STATION RECOVERY (2004)
 PN0424
 PN0424'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0424'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0261 ***********************************************************************
 PN0261  DESIGNATION -  L 98
 PN0261  PID         -  PN0261
 PN0261  STATE/COUNTY-  WI/WAUSHARA
 PN0261  USGS QUAD   -  AURORAVILLE (1961)
 PN0261
 PN0261                         *CURRENT SURVEY CONTROL
 PN0261  ___________________________________________________________________
 PN0261* NAD 83(1986)-  44 06 26.     (N)    088 59 09.     (W)     SCALED    
 PN0261* NAVD 88     -       238.072  (meters)     781.07   (feet)  ADJUSTED  
 PN0261  ___________________________________________________________________
 PN0261  GEOID HEIGHT-         -36.38  (meters)                     GEOID03
 PN0261  DYNAMIC HT  -         238.025 (meters)     780.92  (feet)  COMP
 PN0261  MODELED GRAV-     980,415.0   (mgal)                       NAVD 88
 PN0261
 PN0261  VERT ORDER  -  SECOND    CLASS 0
 PN0261
 PN0261.The horizontal coordinates were scaled from a topographic map and have
 PN0261.an estimated accuracy of +/- 6 seconds.
 PN0261
 PN0261.The orthometric height was determined by differential leveling
 PN0261.and adjusted by the National Geodetic Survey in June 1991..
 PN0261
 PN0261.The geoid height was determined by GEOID03.
 PN0261
 PN0261.The dynamic height is computed by dividing the NAVD 88
 PN0261.geopotential number by the normal gravity value computed on the
 PN0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0261.degrees latitude (g = 980.6199 gals.).
 PN0261
 PN0261.The modeled gravity was interpolated from observed gravity values.
 PN0261
 PN0261;                    North         East    Units  Estimated Accuracy
 PN0261;SPC WI S     -   234,600.      681,200.      MT  (+/- 180 meters Scaled)
 PN0261
 PN0261                          SUPERSEDED SURVEY CONTROL
 PN0261
 PN0261  NGVD 29 (??/??/92)  238.093  (m)          781.14   (f) ADJ UNCH    2 0
 PN0261
 PN0261.Superseded values are not recommended for survey control.
 PN0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0261.See file dsdata.txt to determine how the superseded data were derived.
 PN0261
 PN0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP410856(NAD 83)
 PN0261_MARKER: DB = BENCH MARK DISK
 PN0261_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PN0261_SP_SET: CULVERT
 PN0261_STAMPING: L-98 1934
 PN0261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PN0261
 PN0261  HISTORY     - Date     Condition        Report By
 PN0261  HISTORY     - 1934     MONUMENTED       CGS
 PN0261  HISTORY     - 20040102 MARK NOT FOUND   USPSQD
 PN0261
 PN0261                          STATION DESCRIPTION
 PN0261
 PN0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0261'2.2 MI S FROM POY SIPPI.
 PN0261'2.2 MILES SOUTH OF ALONG 49 HIWAY AT CONCRETE CULVERT.  SET IN
 PN0261'CENTER OF THE EAST HEADWALL, ABOUT 6 INCHES BELOW SURFACE OF
 PN0261'HIWAY.
 PN0261
 PN0261                          STATION RECOVERY (2004)
 PN0261
 PN0261'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0261'NOT FOUND.  NOTE-- THE CULVERT APPEARS TO HAVE BEEN REPLACED WITH A
 PN0261'CONCRETE TUBE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0587 ***********************************************************************
 OM0587  DESIGNATION -  L 99
 OM0587  PID         -  OM0587
 OM0587  STATE/COUNTY-  WI/WAUSHARA
 OM0587  USGS QUAD   -  WESTFIELD WEST (1981)
 OM0587
 OM0587                         *CURRENT SURVEY CONTROL
 OM0587  ___________________________________________________________________
 OM0587* NAD 83(1986)-  43 59 54.     (N)    089 30 48.     (W)     SCALED    
 OM0587* NAVD 88     -       292.860  (meters)     960.82   (feet)  ADJUSTED  
 OM0587  ___________________________________________________________________
 OM0587  GEOID HEIGHT-         -35.90  (meters)                     GEOID03
 OM0587  DYNAMIC HT  -         292.795 (meters)     960.61  (feet)  COMP
 OM0587  MODELED GRAV-     980,389.9   (mgal)                       NAVD 88
 OM0587
 OM0587  VERT ORDER  -  SECOND    CLASS 0
 OM0587
 OM0587.The horizontal coordinates were scaled from a topographic map and have
 OM0587.an estimated accuracy of +/- 6 seconds.
 OM0587
 OM0587.The orthometric height was determined by differential leveling
 OM0587.and adjusted by the National Geodetic Survey in June 1991..
 OM0587
 OM0587.The geoid height was determined by GEOID03.
 OM0587
 OM0587.The dynamic height is computed by dividing the NAVD 88
 OM0587.geopotential number by the normal gravity value computed on the
 OM0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0587.degrees latitude (g = 980.6199 gals.).
 OM0587
 OM0587.The modeled gravity was interpolated from observed gravity values.
 OM0587
 OM0587;                    North         East    Units  Estimated Accuracy
 OM0587;SPC WI S     -   222,120.      639,030.      MT  (+/- 180 meters Scaled)
 OM0587
 OM0587                          SUPERSEDED SURVEY CONTROL
 OM0587
 OM0587  NGVD 29 (??/??/92)  292.881  (m)          960.89   (f) ADJ UNCH    2 0
 OM0587
 OM0587.Superseded values are not recommended for survey control.
 OM0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0587.See file dsdata.txt to determine how the superseded data were derived.
 OM0587
 OM0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP984747(NAD 83)
 OM0587_MARKER: DB = BENCH MARK DISK
 OM0587_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OM0587_SP_SET: CULVERT
 OM0587_STAMPING: L-99 1934
 OM0587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0587
 OM0587  HISTORY     - Date     Condition        Report By
 OM0587  HISTORY     - 1934     MONUMENTED       CGS
 OM0587  HISTORY     - 20040102 MARK NOT FOUND   USPSQD
 OM0587
 OM0587                          STATION DESCRIPTION
 OM0587
 OM0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0587'2.6 MI S FROM COLOMA.
 OM0587'2.6 MILES SOUTH OF DEPOT AT ALONG THE MINNEAPOLIS, ST PAUL AND
 OM0587'SOO STE MARIE RAILROAD AT CULVERT, 1 POLE NORTHWEST OF MILEPOLE
 OM0587'37.  SET IN CENTER OF THE NORTHEAST HEADWALL, ABOUT 8 INCHES
 OM0587'BELOW TOP OF RAILS.
 OM0587
 OM0587                          STATION RECOVERY (2004)
 OM0587
 OM0587'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 OM0587'NOT FOUND.  NOTE-- THE RAILROAD TRACKS HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0521 ***********************************************************************
 QN0521  DESIGNATION -  L BRUNET
 QN0521  PID         -  QN0521
 QN0521  STATE/COUNTY-  WI/SAWYER
 QN0521  USGS QUAD   -  LORETTA (1981)
 QN0521
 QN0521                         *CURRENT SURVEY CONTROL
 QN0521  ___________________________________________________________________
 QN0521* NAD 83(1991)-  45 56 46.79996(N)    090 46 33.24183(W)     ADJUSTED  
 QN0521* NAVD 88     -       480.     (meters)    1575.     (feet)  SCALED    
 QN0521  ___________________________________________________________________
 QN0521  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 QN0521  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 QN0521
 QN0521  HORZ ORDER  -  THIRD
 QN0521
 QN0521.The horizontal coordinates were established by classical geodetic methods
 QN0521.and adjusted by the National Geodetic Survey in November 1991..
 QN0521
 QN0521.The orthometric height was scaled from a topographic map.
 QN0521
 QN0521.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0521
 QN0521.The geoid height was determined by GEOID03.
 QN0521
 QN0521;                    North         East     Units Scale Factor Converg.
 QN0521;SPC WI N     -    86,948.880   539,841.903   MT  0.99995278   -0 33 35.0
 QN0521;SPC WI N     -   285,264.78  1,771,131.31   sFT  0.99995278   -0 33 35.0
 QN0521;UTM  15      - 5,090,489.938   672,382.221   MT  0.99996532   +1 35 55.8
 QN0521
 QN0521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0521!SPC WI N     -   0.99992948  x   0.99995278  =   0.99988227
 QN0521!UTM  15      -   0.99992948  x   0.99996532  =   0.99989481
 QN0521
 QN0521                          SUPERSEDED SURVEY CONTROL
 QN0521
 QN0521  NAD 83(1986)-  45 56 46.79474(N)    090 46 33.23698(W) AD(       ) 4
 QN0521  NAD 27      -  45 56 46.95700(N)    090 46 32.63900(W) AD(       ) 3
 QN0521
 QN0521.Superseded values are not recommended for survey control.
 QN0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0521.See file dsdata.txt to determine how the superseded data were derived.
 QN0521
 QN0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL7238290490(NAD 83)
 QN0521_MARKER: DD = SURVEY DISK
 QN0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0521_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QN0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0521+STABILITY: SURFACE MOTION
 QN0521
 QN0521  HISTORY     - Date     Condition        Report By
 QN0521  HISTORY     - 1941     MONUMENTED       USGS
 QN0521  HISTORY     - 1952     GOOD             USGS
 QN0521
 QN0521                          STATION DESCRIPTION
 QN0521
 QN0521'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (LFW)
 QN0521'THE STATION IS LOCATED ABOUT 16.0 MILES WEST OF PARK FALLS,
 QN0521'5.5 MILES NORTHEAST OF LORETTA, 2.0 MILES SOUTH OF THE
 QN0521'ASHLAND-SAWYER COUNTY LINE AND AT THE BRUNET LOOKOUT TOWER.
 QN0521'
 QN0521'TO REACH THE STATION FROM THE SCHOOL HOUSE IN DRAPER, GO EAST
 QN0521'ON STATE HIGHWAY 70 FOR 3.35 MILES TO A SIDE ROAD LEFT ON TOP
 QN0521'OF HILL, TURN LEFT, NORTH FOR 5.35 MILES TO CROSSROADS, TURN
 QN0521'LEFT, WEST FOR 1.0 MILE TO A SIDE ROAD LEFT, TURN LEFT, SOUTH
 QN0521'FOR 0.15 MILE TO THE BRUNET LOOKOUT TOWER AND STATION AS
 QN0521'DESCRIBED.
 QN0521'
 QN0521'THE MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED
 QN0521'L BRUNET 1941.  IT IS SET IN A 6 X 6 INCH SQUARE CONCRETE
 QN0521'MONUMENT THAT PROJECTS 1 INCH.  IT IS SET DIRECTLY UNDER THE
 QN0521'CENTER OF THE BRUNET LOOKOUT TOWER.
 QN0521'
 QN0521'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 QN0521'BRUNET AND THE DISTANCE IS 61.27 FEET (18.675 METERS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON1302 ***********************************************************************
 ON1302  CBN         -  This is a Cooperative Base Network Control Station.
 ON1302  DESIGNATION -  LA CROSSE GPS
 ON1302  PID         -  ON1302
 ON1302  STATE/COUNTY-  WI/LA CROSSE
 ON1302  USGS QUAD   -  LA CROSSE (1993)
 ON1302
 ON1302                         *CURRENT SURVEY CONTROL
 ON1302  ___________________________________________________________________
 ON1302* NAD 83(1997)-  43 52 26.44947(N)    091 12 26.27488(W)     ADJUSTED  
 ON1302* NAVD 88     -       218.3    (meters)     716.     (feet)  GPS OBS   
 ON1302  ___________________________________________________________________
 ON1302  X           -     -97,033.141 (meters)                     COMP
 ON1302  Y           -  -4,604,301.476 (meters)                     COMP
 ON1302  Z           -   4,398,140.496 (meters)                     COMP
 ON1302  LAPLACE CORR-          -7.33  (seconds)                    DEFLEC99
 ON1302  ELLIP HEIGHT-         186.44  (meters)          (04/28/99) GPS OBS
 ON1302  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 ON1302
 ON1302  HORZ ORDER  -  A
 ON1302  ELLP ORDER  -  THIRD     CLASS I
 ON1302
 ON1302.The horizontal coordinates were established by GPS observations
 ON1302.and adjusted by the National Geodetic Survey in April 1999..
 ON1302
 ON1302.The orthometric height was determined by GPS observations and a
 ON1302.high-resolution geoid model.
 ON1302
 ON1302.Photographs are available for this station.
 ON1302
 ON1302.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ON1302
 ON1302.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1302
 ON1302.The ellipsoidal height was determined by GPS observations
 ON1302.and is referenced to NAD 83.
 ON1302
 ON1302.The geoid height was determined by GEOID03.
 ON1302
 ON1302;                    North         East     Units Scale Factor Converg.
 ON1302;SPC WI S     -   208,891.382   502,969.145   MT  0.99996656   -0 49 46.3
 ON1302;SPC WI S     -   685,337.81  1,650,157.94   sFT  0.99996656   -0 49 46.3
 ON1302;SPC WI C     -     5,241.823   502,957.131   MT  1.00009227   -0 51 06.6
 ON1302;SPC WI C     -    17,197.55  1,650,118.52   sFT  1.00009227   -0 51 06.6
 ON1302;SPC MN S     -   200,947.908 1,024,417.586   MT  0.99998159   +1 57 26.9
 ON1302;UTM  15      - 4,859,441.941   644,032.991   MT  0.99985516   +1 14 33.7
 ON1302
 ON1302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1302!SPC WI S     -   0.99997077  x   0.99996656  =   0.99993733
 ON1302!SPC WI C     -   0.99997077  x   1.00009227  =   1.00006303
 ON1302!SPC MN S     -   0.99997077  x   0.99998159  =   0.99995236
 ON1302!UTM  15      -   0.99997077  x   0.99985516  =   0.99982593
 ON1302
 ON1302                          SUPERSEDED SURVEY CONTROL
 ON1302
 ON1302  NAD 83(1991)-  43 52 26.44913(N)    091 12 26.27331(W) AD(       ) B
 ON1302  ELLIP H (06/11/91)  186.52   (m)                       GP(       ) 4 1
 ON1302  NAD 83(1986)-  43 52 26.44162(N)    091 12 26.27476(W) AD(       ) 2
 ON1302  NGVD 29 (06/11/91)  218.4    (m)          717.     (f) GPS OBS        
 ON1302
 ON1302.Superseded values are not recommended for survey control.
 ON1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1302.See file dsdata.txt to determine how the superseded data were derived.
 ON1302
 ON1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ4403359442(NAD 83)
 ON1302_MARKER: DH = HORIZONTAL CONTROL DISK
 ON1302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1302_SP_SET: CONCRETE POST
 ON1302_STAMPING: LA CROSSE GPS 1989
 ON1302_MARK LOGO: NGS   
 ON1302_PROJECTION: FLUSH
 ON1302_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ON1302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON1302+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 ON1302
 ON1302  HISTORY     - Date     Condition        Report By
 ON1302  HISTORY     - 1989     MONUMENTED       WIHD
 ON1302  HISTORY     - 19900627 GOOD             NGS
 ON1302  HISTORY     - 19930614 GOOD             NOS
 ON1302  HISTORY     - 19950519 GOOD             MNDT
 ON1302  HISTORY     - 19961001 GOOD             MNDT
 ON1302  HISTORY     - 19971129 GOOD             WIHD
 ON1302  HISTORY     - 20030205 GOOD             WIHD
 ON1302  HISTORY     - 20030519 GOOD             USPSQD
 ON1302  HISTORY     - 20040708 GOOD             WIDT
 ON1302  HISTORY     - 20040816 GOOD             WIDT
 ON1302  HISTORY     - 20051228 GOOD             WIDT
 ON1302
 ON1302                          STATION DESCRIPTION
 ON1302
 ON1302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 ON1302'STATION WAS RECOVERED IN GOOD CONDITION.  OTHER MARKS NOT SEARCHED
 ON1302'FOR.  STATION IS LOCATED NEAR THE NORTHEAST CORNER OF LA CROSSE,
 ON1302'WISCONSIN, IN THE SOUTHEAST QUADRANT OF INTERSTATE 90 EASTBOUND AND
 ON1302'STATE ROUTE 157, (EXIT 4) INTERCHANGE.  THIS INTERCHANGE IS LOCATED
 ON1302'ABOUT 6.5 KM (4.0 MI) EAST OF INTERSTATE 90 BRIDGE OVER THE
 ON1302'MISSISSIPPI RIVER.  OWNER-WISCONSIN DEPARTMENT OF TRANSPORTATION.
 ON1302'TO REACH THE STATION FROM THE I90 EASTBOUND AND STATE ROUTE 157 (EXIT
 ON1302'4) INTERCHANGE, NEAR THE NORTHEAST EDGE OF LACROSSE, TAKE I90
 ON1302'EASTBOUND APPROACH RAMP FROM STATE ROUTE 157 FOR ABOUT 230.0 M
 ON1302'(754.6 FT) TO THE STATION ON THE LEFT ON THE HIGHEST POINT IN THE
 ON1302'GRASSY TRIANGLE AREA FORMED BY I90 EASTBOUND, STATE ROUTE 157 AND THE
 ON1302'I90 EASTBOUND APPROACH RAMP FROM STATE ROUTE 157.
 ON1302'STATION IS 213.4 M (700.1 FT) EAST OF STATE ROUTE 157 NORTHBOUND, 38.7
 ON1302'M (127.0 FT) NORTHWEST OF THE CENTERLINE OF I90 EASTBOUND APPROACH
 ON1302'RAMP, 75 M (246.1 FT) SOUTH OF THE CENTERLINE OF I90 EASTBOUND LANES,
 ON1302'0.91 M (2.99 FT) SOUTH-SOUTHEAST OF A CARSONITE WITNESS POST, AND
 ON1302'ABOUT 1.8 M (5.9 FT) ABOVE THE LEVEL OF THE APPROACH RAMP.
 ON1302'DESCRIBED BY G.F.S.
 ON1302
 ON1302                          STATION RECOVERY (1993)
 ON1302
 ON1302'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (RAH)
 ON1302'RECOVERED AS DESCRIBED.
 ON1302
 ON1302                          STATION RECOVERY (1995)
 ON1302
 ON1302'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (DKH)
 ON1302'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  RECOVERY
 ON1302'NOTE BY DAVID K.  HERDER, TYPED BY M.P.P.
 ON1302
 ON1302                          STATION RECOVERY (1996)
 ON1302
 ON1302'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 ON1302'RECOVERED AS DESCRIBED.
 ON1302
 ON1302                          STATION RECOVERY (1997)
 ON1302
 ON1302'RECOVERY NOTE BY WI HIGHWAY DEPT 1997 (CSM)
 ON1302'THE STATION IS LOCATED ABOUT 8.05 KM (5.00 MI) NORTH OF LA CROSSE,
 ON1302'3.22 KM (2.00 MI) SOUTHEAST OF ONALASKA, AND 11.27 KM (7.00 MI)
 ON1302'WEST-SOUTHWEST OF WEST SALEM IN THE SOUTHEAST QUADRANT OF THE EXIT 4
 ON1302'INTERCHANGE OF INTERSTATE HIGHWAY 90, AT STATE HIGHWAY 157.
 ON1302'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 ON1302'STATION FROM THE HIGHWAY 157 BRIDGE OVER I-90, GO SOUTH AND SOUTHEAST
 ON1302'0.97 KM (0.60 MI) ON HIGHWAY 157 TO THE FIRST ROAD LEFT WHICH IS
 ON1302'COUNTY HIGHWAY PH, TURN AROUND AT THIS INTERSECTION AND GO NORTHWEST
 ON1302'0.24 KM (0.15 MI) ON HIGHWAY 157 TO A TRAFFIC LIGHT AT THE
 ON1302'INTERSECTION WITH COUNTY HIGHWAY SS LEFT, CONTINUE NORTHWEST AND NORTH
 ON1302'0.32 KM (0.20 MI) TO THE EASTBOUND ON-RAMP FOR I-90 ---THIS RAMP IS
 ON1302'NOT ACCESSIBLE WHEN SOUTHBOUND ON HIGHWAY 157---, ANGLE RIGHT AND GO
 ON1302'NORTHEAST 0.48 KM (0.30 MI) ON THE ON-RAMP TO THE STATION ON THE LEFT.
 ON1302'THE STATION IS A BRONZE NGS HORIZONTAL CONTROL MARK DISK SET IN THE
 ON1302'TOP OF A 40-CM (16-INCH) DIAMETER, 6-FOOT-DEEP CONCRETE POST FLUSH
 ON1302'WITH THE GROUND AND ON A RIDGE ABOUT 2.5 M (8.2 FT) ABOVE THE
 ON1302'ELEVATION OF THE ON-RAMP PAVEMENT.  IT IS, 34.7 M (113.8 FT) WEST OF
 ON1302'THE WEST EDGE OF THE ON-RAMP PAVEMENT, 75 M (246.1 FT) SOUTH-SOUTHEAST
 ON1302'OF THE CENTERLINE OF THE TWO EASTBOUND LANES OF I-90, 15 M (49.2 FT)
 ON1302'SOUTH OF A RED PINE TREE WHICH WAS ABOUT 4 M (13.1 FT) TALL IN 1997,
 ON1302'0.97 M (3.18 FT) EAST OF AN ORANGE FIBERGLASS WITNESS POST, AND 1.10 M
 ON1302'(3.61 FT) WEST OF A WHITE PLASTIC WITNESS POST.
 ON1302
 ON1302                          STATION RECOVERY (2003)
 ON1302
 ON1302'RECOVERY NOTE BY WI HIGHWAY DEPT 2003 (DH)
 ON1302'RECOVERED AS DESCRIBED.
 ON1302'
 ON1302
 ON1302                          STATION RECOVERY (2003)
 ON1302
 ON1302'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 ON1302'RECOVERED IN GOOD CONDITION.  THE STATION IS IN THE CENTER OF THE
 ON1302'TRIANGLE FORMED BY THREE ORANGE GUARD POSTS, 1 METER WEST OF A WHITE
 ON1302'WITNESS POST, AND 1 METER EAST OF AN ORANGE WITHESS POST.  THERE ARE
 ON1302'NO VISIBLE OBSTRUCTIONS HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 ON1302
 ON1302                          STATION RECOVERY (2004)
 ON1302
 ON1302'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 ON1302'RECOVERED AS DESCRIBED.
 ON1302
 ON1302                          STATION RECOVERY (2004)
 ON1302
 ON1302'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 ON1302'RECOVERED AS DESCRIBED.
 ON1302
 ON1302                          STATION RECOVERY (2005)
 ON1302
 ON1302'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 ON1302'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0751 ***********************************************************************
 ON0751  DESIGNATION -  LA CROSSE NORTH BASE
 ON0751  PID         -  ON0751
 ON0751  STATE/COUNTY-  WI/LA CROSSE
 ON0751  USGS QUAD   -  LA CROSSE (1993)
 ON0751
 ON0751                         *CURRENT SURVEY CONTROL
 ON0751  ___________________________________________________________________
 ON0751* NAD 83(1991)-  43 50 42.64148(N)    091 13 45.65833(W)     ADJUSTED  
 ON0751* NAVD 88     -       198.     (meters)     650.     (feet)  SCALED    
 ON0751  ___________________________________________________________________
 ON0751  LAPLACE CORR-          -7.13  (seconds)                    DEFLEC99
 ON0751  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 ON0751
 ON0751  HORZ ORDER  -  FIRST
 ON0751
 ON0751.The horizontal coordinates were established by classical geodetic methods
 ON0751.and adjusted by the National Geodetic Survey in March 1999..
 ON0751
 ON0751.The orthometric height was scaled from a topographic map.
 ON0751
 ON0751.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0751
 ON0751.The geoid height was determined by GEOID03.
 ON0751
 ON0751;                    North         East     Units Scale Factor Converg.
 ON0751;SPC WI S     -   205,713.833   501,149.801   MT  0.99996253   -0 50 40.9
 ON0751;SPC WI S     -   674,912.80  1,644,188.97   sFT  0.99996253   -0 50 40.9
 ON0751;UTM  15      - 4,856,201.059   642,329.904   MT  0.99984917   +1 13 36.3
 ON0751
 ON0751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0751!SPC WI S     -   0.99997393  x   0.99996253  =   0.99993646
 ON0751!UTM  15      -   0.99997393  x   0.99984917  =   0.99982311
 ON0751
 ON0751:                Primary Azimuth Mark                     Grid Az
 ON0751:SPC WI S     -  FRUGLE                                   048 38 49.7
 ON0751:UTM  15      -  FRUGLE                                   046 34 32.5
 ON0751
 ON0751|---------------------------------------------------------------------|
 ON0751| PID    Reference Object                     Distance      Geod. Az  |
 ON0751|                                                           dddmmss.s |
 ON0751| ON0753 FRUGLE                              APPROX. 2.2 KM 0474808.8 |
 ON0751| AI5001 LA CROSSE N BASE RM 1                11.570 METERS 12737     |
 ON0751| ON0754 NORTH LA CROSSE CHURCH SPIRE        APPROX. 1.6 KM 2333207.2 |
 ON0751| CI5842 LA CROSSE N BASE WIT MK              41.195 METERS 32543     |
 ON0751|---------------------------------------------------------------------|
 ON0751
 ON0751                          SUPERSEDED SURVEY CONTROL
 ON0751
 ON0751  NAD 83(1991)-  43 50 42.63957(N)    091 13 45.65866(W) AD(       ) 1
 ON0751  NAD 83(1986)-  43 50 42.63436(N)    091 13 45.66263(W) AD(       ) 1
 ON0751  NAD 27      -  43 50 42.75900(N)    091 13 45.17400(W) AD(       ) 1
 ON0751
 ON0751.Superseded values are not recommended for survey control.
 ON0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0751.See file dsdata.txt to determine how the superseded data were derived.
 ON0751
 ON0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ4233056201(NAD 83)
 ON0751_MARKER: DS = TRIANGULATION STATION DISK
 ON0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0751_STAMPING: NORTH BASE 1926
 ON0751_MARK LOGO: NGS   
 ON0751_MAGNETIC: N = NO MAGNETIC MATERIAL
 ON0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0751+STABILITY: SURFACE MOTION
 ON0751
 ON0751  HISTORY     - Date     Condition        Report By
 ON0751  HISTORY     - 1926     MONUMENTED       CGS
 ON0751  HISTORY     - 1928     GOOD             CGS
 ON0751  HISTORY     - 1935     GOOD             CGS
 ON0751  HISTORY     - 1962     MARK NOT FOUND   USGS
 ON0751  HISTORY     - 19910522 POOR             NGS
 ON0751
 ON0751                          STATION DESCRIPTION
 ON0751
 ON0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 ON0751'STATION IS ABOUT 1.4 MILES E OF THE DEPOT AT NORTH LA CROSSE,
 ON0751'AT THE CHICAGO, BURLINGTON AND QUINCY CROSSING, 2.84 METERS
 ON0751'S OF THE S RAIL OF S TRACK (CHICAGO, MILWAUKEE, ST. PAUL AND
 ON0751'PACIFIC), 5.70 METERS E OF W RAIL OF CHICAGO, BURLINGTON AND
 ON0751'QUINCY TRACK.
 ON0751'
 ON0751'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 ON0751'DISKS SET IN CONCRETE.
 ON0751'
 ON0751'REFERENCE MARK NO. 1 IS E OF STATION.
 ON0751'
 ON0751'WITNESS MARK IS U.S.G.S. BENCH MARK SET IN TOP OF CONCRETE
 ON0751'CULVERT ON CHICAGO, BURLINGTON AND QUINCY TRACK N OF STATION.
 ON0751
 ON0751                          STATION RECOVERY (1928)
 ON0751
 ON0751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (EJB)
 ON0751'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  A RAILROAD
 ON0751'SWITCH-HOUSE HAS BEEN BUILT ABOUT 1 FOOT FROM MARK.  DESCRIPTION
 ON0751'ADEQUATE.
 ON0751
 ON0751                          STATION RECOVERY (1935)
 ON0751
 ON0751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (TRB)
 ON0751'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 ON0751'IS ADEQUATE.
 ON0751
 ON0751                          STATION RECOVERY (1962)
 ON0751
 ON0751'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 ON0751'STATION NOT FOUND.  WITNESS MARK OK.
 ON0751
 ON0751                          STATION RECOVERY (1991)
 ON0751
 ON0751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (DBH)
 ON0751'STATION IS LOCATED IN NORTH LA CROSSE AT THE GRAND JUNCTION AT GRADE
 ON0751'CROSSING OF THE SOO LINE AND BURLINGTON NORTHERN RAILROADS, ON THE
 ON0751'WEST SIDE OF THE SW QTR, SEC 21, T16N, R7W.
 ON0751'TO REACH THE STATION FROM THE I-90 INTERCHANGE FOR US 53 AND TH 157,
 ON0751'GO S THEN E ON TH 157 0.8 MI (1.3 KM) TO A CROSSROADS.  TURN RIGHT,
 ON0751'AND GO SOUTHERLY ALONG TH 16 1.4 MI (2.3 KM) TO A CROSSROADS.  TURN
 ON0751'RIGHT ON GILLETTE STREET (COUNTY ROAD B) AND PROCEED WESTWARD 0.4 MI
 ON0751'(0.6 KM) TO A CROSSROADS. CONTINUE O.05 MI TO A DRIVEWAY RIGHT.  TURN
 ON0751'RIGHT, THEN FOLLOW ABANDONED ROADBED PARALLELING RR TRACKS 0.45 MI
 ON0751'(0.72 KM) TO GRAND JUNCTION AND STATION ON THE RIGHT, WITH OVERPASS
 ON0751'NEARBY OVERHEAD.
 ON0751'STATION IS LOCATED 23.50 M (77.10 FT) W OF A CONCRETE BRIDGE PIER,
 ON0751'8.03 M (26.35 FT) NW OF A POWER POLE WITH ATTACHED METER BOX, 19.50 M
 ON0751'(63.98 FT) S OF A TELEGRAPH POLE WITH CONTROL BOX, 2.84 M (9.32 FT) S
 ON0751'OF THE S RAIL OF THE SOO LINE (NE-SW) TRACK, 5.70 M (18.70 FT) E OF
 ON0751'THE W RAIL OF THE BURLINGTON NORTHERN (NNW-SSE) TRACK, 41.195 M
 ON0751'(135.154 FT) SE OF AN UNSTAMPED USGS BENCH MARK DISK SET IN A CONCRETE
 ON0751'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0752 ***********************************************************************
 ON0752  DESIGNATION -  LA CROSSE SOUTH BASE
 ON0752  PID         -  ON0752
 ON0752  STATE/COUNTY-  WI/LA CROSSE
 ON0752  USGS QUAD   -  LA CROSSE (1993)
 ON0752
 ON0752                         *CURRENT SURVEY CONTROL
 ON0752  ___________________________________________________________________
 ON0752* NAD 83(1991)-  43 49 25.93956(N)    091 12 57.17980(W)     ADJUSTED  
 ON0752* NAVD 88     -       207.     (meters)     679.     (feet)  SCALED    
 ON0752  ___________________________________________________________________
 ON0752  LAPLACE CORR-          -6.06  (seconds)                    DEFLEC99
 ON0752  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 ON0752
 ON0752  HORZ ORDER  -  FIRST
 ON0752
 ON0752.The horizontal coordinates were established by classical geodetic methods
 ON0752.and adjusted by the National Geodetic Survey in March 1999..
 ON0752
 ON0752.The orthometric height was scaled from a topographic map.
 ON0752
 ON0752.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0752
 ON0752.The geoid height was determined by GEOID03.
 ON0752
 ON0752;                    North         East     Units Scale Factor Converg.
 ON0752;SPC WI S     -   203,331.002   502,198.011   MT  0.99995972   -0 50 07.6
 ON0752;SPC WI S     -   667,095.13  1,647,627.97   sFT  0.99995972   -0 50 07.6
 ON0752;UTM  15      - 4,853,857.928   643,463.425   MT  0.99985315   +1 14 08.2
 ON0752
 ON0752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0752!SPC WI S     -   0.99997253  x   0.99995972  =   0.99993225
 ON0752!UTM  15      -   0.99997253  x   0.99985315  =   0.99982568
 ON0752
 ON0752                          SUPERSEDED SURVEY CONTROL
 ON0752
 ON0752  NAD 83(1991)-  43 49 25.93770(N)    091 12 57.18037(W) AD(       ) 1
 ON0752  NAD 83(1986)-  43 49 25.93295(N)    091 12 57.18395(W) AD(       ) 1
 ON0752  NAD 27      -  43 49 26.05600(N)    091 12 56.69600(W) AD(       ) 1
 ON0752
 ON0752.Superseded values are not recommended for survey control.
 ON0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0752.See file dsdata.txt to determine how the superseded data were derived.
 ON0752
 ON0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ4346353858(NAD 83)
 ON0752_MARKER: DS = TRIANGULATION STATION DISK
 ON0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0752_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ON0752_STAMPING: SOUTH BASE 1926
 ON0752_MARK LOGO: CGS   
 ON0752_MAGNETIC: N = NO MAGNETIC MATERIAL
 ON0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0752+STABILITY: SURFACE MOTION
 ON0752
 ON0752  HISTORY     - Date     Condition        Report By
 ON0752  HISTORY     - 1926     MONUMENTED       CGS
 ON0752  HISTORY     - 1928     GOOD             CGS
 ON0752  HISTORY     - 1935     MARK NOT FOUND   CGS
 ON0752  HISTORY     - 19910522 SEE DESCRIPTION  NGS
 ON0752
 ON0752                          STATION DESCRIPTION
 ON0752
 ON0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 ON0752'STATION IS APPROXIMATELY 1 MILE E OF LA CROSSE, ON HIGHWAY 29,
 ON0752'ON TANGENT OF W RAIL OF CHICAGO, BURLINGTON AND QUINCY RAILWAY,
 ON0752'ON THE FIRST CURVE S OF THE CHICAGO, MILWAUKEE, ST. PAUL AND
 ON0752'PACIFIC CROSSING, 277.5 METERS S OF POINT OF TANGENCY, ABOUT
 ON0752'15 FEET S OF THE CENTER OF HIGHWAY 29.
 ON0752'
 ON0752'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 ON0752'IN CONCRETE.
 ON0752
 ON0752                          STATION RECOVERY (1928)
 ON0752
 ON0752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (EJB)
 ON0752'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 ON0752
 ON0752                          STATION RECOVERY (1935)
 ON0752
 ON0752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (TRB)
 ON0752'A NEW OVERHEAD CROSSING HAS BEEN PUT IN AT THIS POINT AND
 ON0752'THE FILL FOR THE OVERHEAD COMES RIGHT ON THE LOCATION OF THE
 ON0752'MONUMENT.  STATE HIGHWAY OFFICE AT LA CROSSE HAS NO RECORD OF
 ON0752'ANY MONUMENT BEING TAKEN OUT HERE SO MONUMENT WAS PROBABLY
 ON0752'COVERED.  TRIED TO FIND SECTION FOREMAN FOR CHICAGO, BURLINGTON
 ON0752'AND QUINCY RAILWAY TO SEE IF HE KNEW ANYTHING ABOUT THE LOCATION
 ON0752'BUT COULD NOT LOCATE HIM.  FOUND THE SIGNAL TENDER AND HE SAID
 ON0752'HE WAS ALMOST SURE THAT THE MONUMENT HAS BEEN COVERED.  SPENT
 ON0752'ABOUT 7 HOURS SEARCHING AND GETTING INFORMATION.
 ON0752
 ON0752                          STATION RECOVERY (1991)
 ON0752
 ON0752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (DBH)
 ON0752'STATION IS LOCATED IN LA CROSSE ALONG THE BURLINGTON NORTHERN RAILROAD
 ON0752'TRACKS, IN THE NE QTR, SEC 33, T16N, R7W.
 ON0752'TO REACH THE STATION FROM THE I-90 INTERCHANGE FOR US 53 AND TH 157,
 ON0752'GO S THEN E ON TH 157 0.8 MI (1.3 KM) TO A CROSSROADS. CONTINUE
 ON0752'SOUTHERLY ALONG TH 16 FOR 1.65 MI (2.66 KM) TO AN OVERPASS OVER THE RR
 ON0752'TRACKS AND STATION SITE ON THE LEFT.
 ON0752'STATION WAS SEARCHED FOR BY DISTANCE AND DIRECTION FROM LA CROSSE
 ON0752'NORTH BASE.  SITE NOW FALLS UNDER 25 FT (7.6 M) OF FILL.  STATION
 ON0752'SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0773 ***********************************************************************
 ON0773  DESIGNATION -  LA CROSSE TV SIGNAL CO TOWER
 ON0773  PID         -  ON0773
 ON0773  STATE/COUNTY-  WI/VERNON
 ON0773  USGS QUAD   -  STODDARD (1983)
 ON0773
 ON0773                         *CURRENT SURVEY CONTROL
 ON0773  ___________________________________________________________________
 ON0773* NAD 83(1991)-  43 42 31.97526(N)    091 12 16.95544(W)     ADJUSTED  
 ON0773* NAVD 88     -                                                        
 ON0773  ___________________________________________________________________
 ON0773  LAPLACE CORR-          -6.83  (seconds)                    DEFLEC99
 ON0773  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 ON0773
 ON0773  HORZ ORDER  -  THIRD
 ON0773
 ON0773.The horizontal coordinates were established by classical geodetic methods
 ON0773.and adjusted by the National Geodetic Survey in March 1999..
 ON0773
 ON0773
 ON0773.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0773
 ON0773.The geoid height was determined by GEOID03.
 ON0773
 ON0773;                    North         East     Units Scale Factor Converg.
 ON0773;SPC WI S     -   190,543.610   502,912.140   MT  0.99994693   -0 49 39.9
 ON0773;SPC WI S     -   625,141.83  1,649,970.91   sFT  0.99994693   -0 49 39.9
 ON0773;SPC MN S     -   182,618.287 1,025,252.822   MT  1.00001696   +1 57 33.5
 ON0773;UTM  15      - 4,841,105.917   644,638.811   MT  0.99985732   +1 14 26.7
 ON0773
 ON0773                          SUPERSEDED SURVEY CONTROL
 ON0773
 ON0773  NAD 83(1991)-  43 42 31.97227(N)    091 12 16.95595(W) AD(       ) 4
 ON0773  NAD 83(1986)-  43 42 31.96890(N)    091 12 16.95825(W) AD(       ) 4
 ON0773  NAD 27      -  43 42 32.08300(N)    091 12 16.47400(W) AD(       ) 3
 ON0773
 ON0773.Superseded values are not recommended for survey control.
 ON0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0773.See file dsdata.txt to determine how the superseded data were derived.
 ON0773
 ON0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ4463941106(NAD 83)
 ON0773_MARKER: 43 = RADIO/TV TOWER
 ON0773
 ON0773  HISTORY     - Date     Condition        Report By
 ON0773  HISTORY     - 1961     FIRST OBSERVED   CGS
 ON0773  HISTORY     - 20030520 MARK NOT FOUND   USPSQD
 ON0773
 ON0773                          STATION DESCRIPTION
 ON0773
 ON0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0773'THE STATION IS THE CENTER OF THE TOP OF THE TOWER, LOCATED AT
 ON0773'BERGEN, ABOUT 6 MILES SOUTH OF LA CROSSE.  IT IS A GUYED STEEL
 ON0773'STRUCTURE PAINTED IN ALTERNATE SECTIONS OF INTERNATIONAL ORANGE
 ON0773'AND WHITE.  THE OVERALL HEIGHT IS 660 FEET.
 ON0773
 ON0773                          STATION RECOVERY (2003)
 ON0773
 ON0773'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 ON0773'NOT FOUND. THE AREA IS NOW A NEW RESIDENTIAL AREA ATOP THE BLUFF NEAR
 ON0773'THE INTERSECTION OF RIVERVIEW DRIVE AND WEISE LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0772 ***********************************************************************
 ON0772  DESIGNATION -  LA CROSSE TV STA WKBT TOWER
 ON0772  PID         -  ON0772
 ON0772  STATE/COUNTY-  WI/VERNON
 ON0772  USGS QUAD   -  STODDARD (1983)
 ON0772
 ON0772                         *CURRENT SURVEY CONTROL
 ON0772  ___________________________________________________________________
 ON0772* NAD 83(1991)-  43 41 41.53307(N)    091 12 07.76965(W)     ADJUSTED  
 ON0772* NAVD 88     -                                                        
 ON0772  ___________________________________________________________________
 ON0772  LAPLACE CORR-          -6.61  (seconds)                    DEFLEC99
 ON0772  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 ON0772
 ON0772  HORZ ORDER  -  THIRD
 ON0772
 ON0772.The horizontal coordinates were established by classical geodetic methods
 ON0772.and adjusted by the National Geodetic Survey in March 1999..
 ON0772
 ON0772
 ON0772.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0772
 ON0772.The geoid height was determined by GEOID03.
 ON0772
 ON0772;                    North         East     Units Scale Factor Converg.
 ON0772;SPC WI S     -   188,984.096   503,095.319   MT  0.99994565   -0 49 33.6
 ON0772;SPC WI S     -   620,025.32  1,650,571.89   sFT  0.99994565   -0 49 33.6
 ON0772;SPC MN S     -   181,069.412 1,025,511.634   MT  1.00002034   +1 57 39.9
 ON0772;UTM  15      - 4,839,554.167   644,878.135   MT  0.99985818   +1 14 31.9
 ON0772
 ON0772                          SUPERSEDED SURVEY CONTROL
 ON0772
 ON0772  NAD 83(1991)-  43 41 41.52976(N)    091 12 07.77082(W) AD(       ) 4
 ON0772  NAD 83(1986)-  43 41 41.52668(N)    091 12 07.77318(W) AD(       ) 4
 ON0772  NAD 27      -  43 41 41.63800(N)    091 12 07.29200(W) AD(       ) 3
 ON0772
 ON0772.Superseded values are not recommended for survey control.
 ON0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0772.See file dsdata.txt to determine how the superseded data were derived.
 ON0772
 ON0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ4487839554(NAD 83)
 ON0772_MARKER: 43 = RADIO/TV TOWER
 ON0772
 ON0772  HISTORY     - Date     Condition        Report By
 ON0772  HISTORY     - 1961     FIRST OBSERVED   CGS
 ON0772  HISTORY     - 20030520 MARK NOT FOUND   USPSQD
 ON0772
 ON0772                          STATION DESCRIPTION
 ON0772
 ON0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 ON0772'THE STATION IS THE CENTER OF THE TOP OF THE TOWER, LOCATED
 ON0772'AT BERGEN, ABOUT 7 MILES SOUTH OF LA CROSSE.  IT IS A GUYED
 ON0772'STEEL STRUCTURE PAINTED IN ALTERNATE SECTIONS OF INTERNATIONAL
 ON0772'ORANGE AND WHITE.  THE OVERALL HEIGHT IS 578 FEET.
 ON0772
 ON0772                          STATION RECOVERY (2003)
 ON0772
 ON0772'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 ON0772'NOT FOUND. THE TOWER PRESENT AT THE SITE IS A 3-LEGGED SELF SUPPORTING
 ON0772'UNPAINTED TOWER WITH DISHES AT THE TOP.
 ON0772' 
 ON0772'TO REACH THE TOWER FROM A T-INTERSECTION OF SCHOOL SECTION RD. AND
 ON0772'HIGHWAY 35, GO WEST UP THE BLUFF FOR 1.0 MILE ON SCHOOL SECTION ROAD
 ON0772'WHICH BECOMES CHIPMUNK RIDGE ROAD TO THE TOP OF THE BLUFF AND THE
 ON0772'TOWER ON THE RIGHT.  IT IS SOUTHWEST OF THE INTERSECTION OF CHIPMUNK
 ON0772'RIDGE ROAD AND WIESE LANE ACROSS THE ROAD FROM W1150.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1215 ***********************************************************************
 NH1215  DESIGNATION -  LA GRANGE
 NH1215  PID         -  NH1215
 NH1215  STATE/COUNTY-  WI/WALWORTH
 NH1215  USGS QUAD   -  WHITEWATER (1971)
 NH1215
 NH1215                         *CURRENT SURVEY CONTROL
 NH1215  ___________________________________________________________________
 NH1215* NAD 83(1991)-  42 48 42.71474(N)    088 37 51.99694(W)     ADJUSTED  
 NH1215* NAVD 88     -       316.     (meters)    1037.     (feet)  SCALED    
 NH1215  ___________________________________________________________________
 NH1215  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 NH1215  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 NH1215
 NH1215  HORZ ORDER  -  SECOND
 NH1215
 NH1215.The horizontal coordinates were established by classical geodetic methods
 NH1215.and adjusted by the National Geodetic Survey in October 1999..
 NH1215
 NH1215.The orthometric height was scaled from a topographic map.
 NH1215
 NH1215.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1215
 NH1215.The geoid height was determined by GEOID03.
 NH1215
 NH1215;                    North         East     Units Scale Factor Converg.
 NH1215;SPC WI S     -    91,110.021   711,953.843   MT  0.99998509   +0 56 26.0
 NH1215;SPC WI S     -   298,916.79  2,335,801.90   sFT  0.99998509   +0 56 26.0
 NH1215;UTM  16      - 4,741,213.276   366,644.580   MT  0.99981879   -1 06 31.2
 NH1215
 NH1215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1215!SPC WI S     -   0.99995579  x   0.99998509  =   0.99994088
 NH1215!UTM  16      -   0.99995579  x   0.99981879  =   0.99977458
 NH1215
 NH1215:                Primary Azimuth Mark                     Grid Az
 NH1215:SPC WI S     -  PALMYRA                                  040 41 47.4
 NH1215:UTM  16      -  PALMYRA                                  042 44 44.6
 NH1215
 NH1215|---------------------------------------------------------------------|
 NH1215| PID    Reference Object                     Distance      Geod. Az  |
 NH1215|                                                           dddmmss.s |
 NH1215| NH1210 PALMYRA                             APPROX. 8.5 KM 0413813.4 |
 NH1215| NH1209 PALMYRA RAD KSH 90 KSE 27 TWR       APPROX. 7.3 KM 0464330.2 |
 NH1215| CI9943 LA GRANGE RM 1                       27.910 METERS 17245     |
 NH1215| NH1211 WHITEWATER CONG CHURCH SPIRE        APPROX. 9.0 KM 2855538.7 |
 NH1215| NH1212 WHITEWATER STATE COLL CUPOLA        APPROX. 9.6 KM 2861726.2 |
 NH1215| NH1213 WHITEWATER ST COLL PWR PLT STK      APPROX. 9.6 KM 2872218.2 |
 NH1215| NH1214 WHITEWATER MUNICIPAL WATER TWR      APPROX. 9.5 KM 2903654.8 |
 NH1215| CI9944 LA GRANGE RM 2                       32.602 METERS 29048     |
 NH1215|---------------------------------------------------------------------|
 NH1215
 NH1215                          SUPERSEDED SURVEY CONTROL
 NH1215
 NH1215  NAD 83(1991)-  42 48 42.71473(N)    088 37 51.99694(W) AD(       ) 2
 NH1215  NAD 83(1986)-  42 48 42.70909(N)    088 37 52.00381(W) AD(       ) 2
 NH1215  NAD 27      -  42 48 42.66880(N)    088 37 51.63120(W) AD(       ) 2
 NH1215
 NH1215.Superseded values are not recommended for survey control.
 NH1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1215.See file dsdata.txt to determine how the superseded data were derived.
 NH1215
 NH1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6664541213(NAD 83)
 NH1215_MARKER: DS = TRIANGULATION STATION DISK
 NH1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1215
 NH1215  HISTORY     - Date     Condition        Report By
 NH1215  HISTORY     - 1957     MONUMENTED       CGS
 NH1215
 NH1215                          STATION DESCRIPTION
 NH1215
 NH1215'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1215'THE STATION IS ABOUT 6 MILES EAST-SOUTHEAST OF WHITEWATER,
 NH1215'6 MILES SOUTH-SOUTHWEST OF PALMYRA, ON A HIGH TIMBER COVERED
 NH1215'HILL IN THE KETTLE MORAINE STATE FOREST.  IT IS 19 FEET SOUTHEAST
 NH1215'OF A 12 INCH OAK TREE WITH TRIANGULAR BLAZES ON THE EAST AND
 NH1215'WEST SIDES, 31 FEET NORTHEAST OF A 24 INCH OAK TREE, 31 FEET
 NH1215'NORTHEAST OF A 16 INCH OAK TREE AND 6 FEET WEST OF A WHITE
 NH1215'WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK
 NH1215'IS STAMPED LA GRANGE 1957.
 NH1215'
 NH1215'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12
 NH1215'AND STATE HIGHWAY 59 IN THE EAST EDGE OF THE BUSINESS DISTRICT
 NH1215'IN WHITEWATER, GO SOUTH AND EAST ON HIGHWAY 12 FOR 0.9 MILE
 NH1215'TO A FORK.  TAKE THE LEFT FORK AND GO EAST ON MILWAUKEE STREET
 NH1215'AND BLUFF ROAD FOR 3.45 MILES TO A CROSSROAD.  CONTINUE EAST
 NH1215'ON BLUFF ROAD FOR 0.5 MILE TO A SIDE ROAD RIGHT AND A SIGN
 NH1215'CONNELY ROAD.  TURN RIGHT AND GO SOUTH ON CONNELY ROAD FOR
 NH1215'0.45 MILE TO A GATE.  PASS THROUGH THE GATE AND CONTINUE SOUTH
 NH1215'ON A GRAVELED FARM ROAD FOR 0.05 MILE TO A VERY DIM TRACK
 NH1215'ROAD LEFT.  TURN LEFT AND GO UP HILL IN A SOUTHEASTERLY
 NH1215'DIRECTION FOR 0.25 MILE TO A GATE.  PASS THROUGH THE GATE
 NH1215'AND CONTINUE SOUTHEASTERLY ON THE TRACK ROAD FOR 0.25 MILE
 NH1215'TO A WIRE GATE.  PASS THROUGH THE GATE AND CONTINUE SOUTHEAST
 NH1215'ON THE TRACK ROAD FOR 0.05 MILE.  LEAVE THE TRACK ROAD
 NH1215'AND BEAR LEFT UP A STEEP HILL IN A SOUTHEASTERLY
 NH1215'DIRECTION, THROUGH HEAVY TIMBER FOR 0.2 MILE TO THE HIGHEST
 NH1215'POINT AND THE STATION.
 NH1215'
 NH1215'*TWO WHEEL DRIVE TRUCK CAN BE DRIVEN TO THE STATION IN DRY
 NH1215'WEATHER.
 NH1215'
 NH1215'REFERENCE MARK 1 IS ABOUT 4 FEET LOWER IN ELEVATION THAN THE
 NH1215'STATION.  IT IS 37 FEET SOUTHEAST OF A 12 INCH WHITE OAK TREE
 NH1215'WITH A TRIANGULAR BLAZE ON THE EAST SIDE, 19 FEET WEST OF
 NH1215'A WIRE FENCE AND 30 FEET EAST OF A 4 INCH HICKORY TREE.  THE
 NH1215'MONUMENT IS FLUSH AND THE DISK IS STAMPED LA GRANGE NO 1 1957.
 NH1215'
 NH1215'REFERENCE MARK 2 IS ABOUT 3 FEET LOWER IN ELEVATION THAN THE
 NH1215'STATION.  IT IS 15 FEET NORTHWEST OF A 10 INCH WHITE OAK
 NH1215'TREE WITH A TRIANGULAR BLAZE ON THE NORTH SIDE AND 23 FEET
 NH1215'SOUTHWEST OF A 10 INCH BLACK OAK TREE WITH A TRIANGULAR
 NH1215'BLAZE ON THE SOUTH SIDE.  THE MONUMENT IS FLUSH AND THE DISK
 NH1215'IS STAMPED LA GRANGE NO 2 1957.
 NH1215'
 NH1215'NO SUITABLE PLACE COULD BE FOUND FOR AN AZIMUTH MARK.
 NH1215'
 NH1215'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9648 ***********************************************************************
 DF9648  DESIGNATION -  LA GRANGE E GPS
 DF9648  PID         -  DF9648
 DF9648  STATE/COUNTY-  WI/WALWORTH
 DF9648  USGS QUAD   -  LITTLE PRAIRIE (1971)
 DF9648
 DF9648                         *CURRENT SURVEY CONTROL
 DF9648  ___________________________________________________________________
 DF9648* NAD 83(1997)-  42 47 36.70978(N)    088 34 40.60793(W)     ADJUSTED  
 DF9648* NAVD 88     -       289.221  (meters)     948.89   (feet)  ADJUSTED  
 DF9648  ___________________________________________________________________
 DF9648  X           -     116,335.807 (meters)                     COMP
 DF9648  Y           -  -4,686,309.430 (meters)                     COMP
 DF9648  Z           -   4,310,872.028 (meters)                     COMP
 DF9648  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 DF9648  ELLIP HEIGHT-         255.19  (meters)          (04/02/04) GPS OBS
 DF9648  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 DF9648  DYNAMIC HT  -         289.141 (meters)     948.62  (feet)  COMP
 DF9648  MODELED GRAV-     980,335.8   (mgal)                       NAVD 88
 DF9648
 DF9648  HORZ ORDER  -  FIRST
 DF9648  VERT ORDER  -  SECOND    CLASS I
 DF9648  ELLP ORDER  -  FOURTH    CLASS I
 DF9648
 DF9648.The horizontal coordinates were established by GPS observations
 DF9648.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DF9648
 DF9648.The orthometric height was determined by differential leveling
 DF9648.and adjusted by the National Geodetic Survey in February 2004..
 DF9648
 DF9648.Photographs are available for this station.
 DF9648
 DF9648.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9648
 DF9648.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9648
 DF9648.The ellipsoidal height was determined by GPS observations
 DF9648.and is referenced to NAD 83.
 DF9648
 DF9648.The geoid height was determined by GEOID03.
 DF9648
 DF9648.The dynamic height is computed by dividing the NAVD 88
 DF9648.geopotential number by the normal gravity value computed on the
 DF9648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9648.degrees latitude (g = 980.6199 gals.).
 DF9648
 DF9648.The modeled gravity was interpolated from observed gravity values.
 DF9648
 DF9648;                    North         East     Units Scale Factor Converg.
 DF9648;SPC WI S     -    89,146.323   716,336.117   MT  0.99998841   +0 58 37.6
 DF9648;SPC WI S     -   292,474.23  2,350,179.41   sFT  0.99998841   +0 58 37.6
 DF9648;UTM  16      - 4,739,094.503   370,953.079   MT  0.99980488   -1 04 19.7
 DF9648
 DF9648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9648!SPC WI S     -   0.99995998  x   0.99998841  =   0.99994839
 DF9648!UTM  16      -   0.99995998  x   0.99980488  =   0.99976487
 DF9648
 DF9648                          SUPERSEDED SURVEY CONTROL
 DF9648
 DF9648  NAVD 88 (04/02/04)  289.22   (m)          948.9    (f) LEVELING    3  
 DF9648
 DF9648.Superseded values are not recommended for survey control.
 DF9648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9648.See file dsdata.txt to determine how the superseded data were derived.
 DF9648
 DF9648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7095339095(NAD 83)
 DF9648_MARKER: DD = SURVEY DISK
 DF9648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9648_STAMPING: LA GRANGE E GPS 2002
 DF9648_MARK LOGO: WIDT  
 DF9648_PROJECTION: FLUSH
 DF9648_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9648+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9648
 DF9648  HISTORY     - Date     Condition        Report By
 DF9648  HISTORY     - 2001     MONUMENTED       WIDT
 DF9648
 DF9648                          STATION DESCRIPTION
 DF9648
 DF9648'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9648'THE STATION IS LOCATED ABOUT 37 KM SOUTHWEST OF WAUKESHA, 14 KM NORTH
 DF9648'OF ELKHORN, AND 13 KM SOUTHEAST OF WHITEWATER. OWNERSHIP--TOWN OF LA
 DF9648'GRANGE.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 WITH
 DF9648'STATE HIGHWAY 20 ABOUT 15 KM SOUTHEAST OF THE CITY OF WHITEWATER, GO
 DF9648'WEST ON US HIGHWAY 12 FOR 1.2 KM TO TAMARACK ROAD ON THE LEFT, TURN
 DF9648'LEFT AND GO SOUTH ON TAMARACK ROAD FOR 0.6 KM TO THE STATION ON THE
 DF9648'RIGHT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9648'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF9648'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH
 DF9648'THE ROAD PAVEMENT. THE STATION IS 5.2 M WEST OF THE CENTERLINE OF
 DF9648'TAMARACK ROAD, 0.3 KM NORTH OF THE CENTERLINE OF TERRITORIAL ROAD,
 DF9648'43.1 M NORTH OF A WOOD POST FOR A --LEFT CURVE AHEAD-- CAUTION SIGN,
 DF9648'AND 3 M EAST OF A CULTIVATED FIELD.  ---NOTE---THE STATION IS EAST,
 DF9648'NORTHWEST AND SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DF9648'---NOTE2--- THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9648'THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5454 ***********************************************************************
 DH5454  DESIGNATION -  LA GRANGE SE AZ MK
 DH5454  PID         -  DH5454
 DH5454  STATE/COUNTY-  WI/MONROE
 DH5454  USGS QUAD   -  WYEVILLE (1981)
 DH5454
 DH5454                         *CURRENT SURVEY CONTROL
 DH5454  ___________________________________________________________________
 DH5454* NAD 83(1997)-  44 00 10.93713(N)    090 28 46.87547(W)     ADJUSTED  
 DH5454* NAVD 88     -                                                        
 DH5454  ___________________________________________________________________
 DH5454  X           -     -38,473.075 (meters)                     COMP
 DH5454  Y           -  -4,595,268.260 (meters)                     COMP
 DH5454  Z           -   4,408,515.478 (meters)                     COMP
 DH5454  LAPLACE CORR-          -6.31  (seconds)                    DEFLEC99
 DH5454  ELLIP HEIGHT-         260.61  (meters)          (08/01/05) GPS OBS
 DH5454  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 DH5454
 DH5454  HORZ ORDER  -  FIRST
 DH5454  ELLP ORDER  -  SECOND    CLASS I
 DH5454
 DH5454.The horizontal coordinates were established by GPS observations
 DH5454.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5454
 DH5454
 DH5454.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5454
 DH5454.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5454
 DH5454.The ellipsoidal height was determined by GPS observations
 DH5454.and is referenced to NAD 83.
 DH5454
 DH5454.The geoid height was determined by GEOID03.
 DH5454
 DH5454;                    North         East     Units Scale Factor Converg.
 DH5454;SPC WI S     -   222,635.304   561,528.730   MT  0.99998770   -0 19 46.5
 DH5454;SPC WI S     -   730,429.33  1,842,282.18   sFT  0.99998770   -0 19 46.5
 DH5454;UTM  15      - 4,875,298.520   702,055.858   MT  1.00010216   +1 45 05.2
 DH5454
 DH5454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5454!SPC WI S     -   0.99995914  x   0.99998770  =   0.99994684
 DH5454!UTM  15      -   0.99995914  x   1.00010216  =   1.00006129
 DH5454
 DH5454                          SUPERSEDED SURVEY CONTROL
 DH5454
 DH5454.No superseded survey control is available for this station.
 DH5454
 DH5454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0205675299(NAD 83)
 DH5454_MARKER: DZ = AZIMUTH MARK DISK
 DH5454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5454_STAMPING: 1997
 DH5454_MARK LOGO: WI-081
 DH5454_PROJECTION: FLUSH
 DH5454_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH5454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5454+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2004
 DH5454
 DH5454  HISTORY     - Date     Condition        Report By
 DH5454  HISTORY     - 1997     MONUMENTED       WI-081
 DH5454  HISTORY     - 20040503 GOOD             WIDT
 DH5454
 DH5454                          STATION DESCRIPTION
 DH5454
 DH5454'DESCRIBED BY WI DEPT OF TRANSP 2004 (TSS)
 DH5454'OWNERSHIP--MONROE COUNTY. THE STATION IS LOCATED IN THE SOUTHWEST
 DH5454'QUADRANT OF  INTERSTATE HIGHWAY 94 WITH COUNTY HIGHWAY ET ABOUT 2 MI
 DH5454'NORTHEAST OF THE CITY OF  TOMAH. THE STATION IS A BRONZE MONROE COUNTY
 DH5454'GEODETIC CONTROL MARKER DISK SET IN THE  TOP OF A 45-CM DIAMETER
 DH5454'CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT. THE  STATION IS
 DH5454'5.7 M SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY ET, 75 M WEST OF THE
 DH5454'CENTERLINE OF TWO EASTBOUND LANES OF INTERSTATE HIGHWAY 94, 32.0 M
 DH5454'EAST OF THE WEST  END OF THE SOUTHERN METAL GUARDRAIL, 30.6 M WEST OF
 DH5454'THE WEST END OF THE SOUTH PARAPET  OF THE COUNTY HIGHWAY ET BRIDGE
 DH5454'OVER INTERSTATE HIGHWAY 94, 1.1 M SOUTH OF A METAL  GUARDRAIL AND 1.0
 DH5454'M EAST, WEST OF TWO ORANGE 4X4 PLASTIC WITNESS POSTS. ---NOTE---THIS
 DH5454'STATION HAS NO  VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DH5454'ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4897 ***********************************************************************
 DG4897  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4897  DESIGNATION -  LA GRANGE W GPS
 DG4897  PID         -  DG4897
 DG4897  STATE/COUNTY-  WI/WALWORTH
 DG4897  USGS QUAD   -  WHITEWATER (1971)
 DG4897
 DG4897                         *CURRENT SURVEY CONTROL
 DG4897  ___________________________________________________________________
 DG4897* NAD 83(1997)-  42 47 08.70074(N)    088 38 29.73595(W)     ADJUSTED  
 DG4897* NAVD 88     -       296.31   (meters)     972.1    (feet)  GPS OBS   
 DG4897  ___________________________________________________________________
 DG4897  X           -     111,144.022 (meters)                     COMP
 DG4897  Y           -  -4,687,028.009 (meters)                     COMP
 DG4897  Z           -   4,310,242.596 (meters)                     COMP
 DG4897  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 DG4897  ELLIP HEIGHT-         262.35  (meters)          (04/02/04) GPS OBS
 DG4897  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 DG4897
 DG4897  HORZ ORDER  -  FIRST
 DG4897  ELLP ORDER  -  FOURTH    CLASS I
 DG4897
 DG4897.The horizontal coordinates were established by GPS observations
 DG4897.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4897
 DG4897.The orthometric height was determined by GPS observations and a
 DG4897.high-resolution geoid model using precise GPS observation and
 DG4897.processing techniques.
 DG4897
 DG4897.Photographs are available for this station.
 DG4897
 DG4897.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4897
 DG4897.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4897
 DG4897.The ellipsoidal height was determined by GPS observations
 DG4897.and is referenced to NAD 83.
 DG4897
 DG4897.The geoid height was determined by GEOID03.
 DG4897
 DG4897;                    North         East     Units Scale Factor Converg.
 DG4897;SPC WI S     -    88,195.337   711,143.825   MT  0.99998984   +0 56 00.1
 DG4897;SPC WI S     -   289,354.20  2,333,144.37   sFT  0.99998984   +0 56 00.1
 DG4897;UTM  16      - 4,738,329.898   365,731.026   MT  0.99982180   -1 06 54.8
 DG4897
 DG4897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4897!SPC WI S     -   0.99995886  x   0.99998984  =   0.99994870
 DG4897!UTM  16      -   0.99995886  x   0.99982180  =   0.99978067
 DG4897
 DG4897                          SUPERSEDED SURVEY CONTROL
 DG4897
 DG4897.No superseded survey control is available for this station.
 DG4897
 DG4897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6573138330(NAD 83)
 DG4897_MARKER: DD = SURVEY DISK
 DG4897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4897_STAMPING: LA GRANGE W GPS 2002
 DG4897_MARK LOGO: WIDT  
 DG4897_PROJECTION: FLUSH
 DG4897_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4897+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4897
 DG4897  HISTORY     - Date     Condition        Report By
 DG4897  HISTORY     - 2001     MONUMENTED       WIDT
 DG4897
 DG4897                          STATION DESCRIPTION
 DG4897
 DG4897'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4897'THE STATION IS LOCATED ABOUT 15 KM NORTH-NORTHWEST OF ELKHORN, 11 KM
 DG4897'SOUTHWEST OF PALMYRA, AND 9 KM SOUTHEAST OF WHITEWATER.
 DG4897'OWNERSHIP--WALWORTH COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DG4897'STATE HIGHWAY 20 WITH STATE HIGHWAY 67 ABOUT 14 KM SOUTHEAST OF THE
 DG4897'CITY OF WHITEWATER, GO WEST ON STATE HIGHWAY 20 FOR 0.1 KM TO US
 DG4897'HIGHWAY 12, CONTINUE WEST ON US HIGHWAY 12 FOR 6.4 KM TO COUNTY
 DG4897'HIGHWAY O ON THE LEFT, TURN LEFT AND GO SOUTH ON COUNTY HIGHWAY O FOR
 DG4897'1.4 KM TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DG4897'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DG4897'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.0 M,
 DG4897'SET ON BEDROCK, AND ABOUT 0.5 M BELOW THE HIGHWAY  PAVEMENT.  THE
 DG4897'STATION IS 8.4 M WEST OF THE CENTERLINE OF COUNTY HIGHWAY O, 0.1 KM
 DG4897'NORTH OF KETTLE MORAINE DRIVE, 39.8 M SOUTH OF THE WEST WOOD POST FOR
 DG4897'A --WHITEWATER LAKE RECREATION AREA-- SIGN, AND 1 M EAST OF A
 DG4897'CULTIVATED FIELD.  ---NOTE---THE STATION IS SOUTHEAST, NORTHEAST AND
 DG4897'WEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE2---THIS STATION
 DG4897'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DG4897'HORIZON.
 DG4897' 
 DG4897'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0728 ***********************************************************************
 RM0728  DESIGNATION -  LA POINTE
 RM0728  PID         -  RM0728
 RM0728  STATE/COUNTY-  WI/ASHLAND
 RM0728  USGS QUAD   -  LONG ISLAND (1964)
 RM0728
 RM0728                         *CURRENT SURVEY CONTROL
 RM0728  ___________________________________________________________________
 RM0728* NAD 83(1991)-  46 43 43.57671(N)    090 47 05.81688(W)     ADJUSTED  
 RM0728* NAVD 88     -       184.     (meters)     604.     (feet)  SCALED    
 RM0728  ___________________________________________________________________
 RM0728  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 RM0728  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 RM0728
 RM0728  HORZ ORDER  -  THIRD
 RM0728
 RM0728.The horizontal coordinates were established by classical geodetic methods
 RM0728.and adjusted by the National Geodetic Survey in March 1999..
 RM0728
 RM0728.The orthometric height was scaled from a topographic map.
 RM0728
 RM0728.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0728
 RM0728.The geoid height was determined by GEOID03.
 RM0728
 RM0728;                    North         East     Units Scale Factor Converg.
 RM0728;SPC WI N     -   173,922.001   539,999.849   MT  0.99999329   -0 33 58.5
 RM0728;SPC WI N     -   570,609.10  1,771,649.50   sFT  0.99999329   -0 33 58.5
 RM0728;UTM  15      - 5,177,406.827   669,248.323   MT  0.99995209   +1 36 47.5
 RM0728
 RM0728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0728!SPC WI N     -   0.99997616  x   0.99999329  =   0.99996945
 RM0728!UTM  15      -   0.99997616  x   0.99995209  =   0.99992825
 RM0728
 RM0728                          SUPERSEDED SURVEY CONTROL
 RM0728
 RM0728  NAD 83(1991)-  46 43 43.57709(N)    090 47 05.81584(W) AD(       ) 3
 RM0728  NAD 83(1986)-  46 43 43.57092(N)    090 47 05.81078(W) AD(       ) 3
 RM0728  NAD 27      -  46 43 43.77063(N)    090 47 05.14337(W) AD(       ) 3
 RM0728
 RM0728.Superseded values are not recommended for survey control.
 RM0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0728.See file dsdata.txt to determine how the superseded data were derived.
 RM0728
 RM0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6924877407(NAD 83)
 RM0728_MARKER: 14 = NAVIGATION LIGHT
 RM0728
 RM0728  HISTORY     - Date     Condition        Report By
 RM0728  HISTORY     - 1963     FIRST OBSERVED   USGS
 RM0728
 RM0728                          STATION DESCRIPTION
 RM0728
 RM0728'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 RM0728'LA POINTE RADIO BEACON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0767 ***********************************************************************
 RM0767  DESIGNATION -  LA POINTE
 RM0767  PID         -  RM0767
 RM0767  STATE/COUNTY-  WI/ASHLAND
 RM0767  USGS QUAD   -  BAYFIELD (1975)
 RM0767
 RM0767                         *CURRENT SURVEY CONTROL
 RM0767  ___________________________________________________________________
 RM0767* NAD 83(1991)-  46 46 41.86977(N)    090 47 21.42131(W)     ADJUSTED  
 RM0767* NAVD 88     -       185.8    (meters)     610.     (feet)  VERTCON   
 RM0767  ___________________________________________________________________
 RM0767  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 RM0767  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 RM0767
 RM0767  HORZ ORDER  -  SECOND
 RM0767
 RM0767.The horizontal coordinates were established by classical geodetic methods
 RM0767.and adjusted by the National Geodetic Survey in March 1999..
 RM0767
 RM0767.The NAVD 88 height was computed by applying the VERTCON shift value to
 RM0767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RM0767
 RM0767.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0767
 RM0767.The geoid height was determined by GEOID03.
 RM0767
 RM0767;                    North         East     Units Scale Factor Converg.
 RM0767;SPC WI N     -   179,430.592   539,723.243   MT  1.00000215   -0 34 09.7
 RM0767;SPC WI N     -   588,681.87  1,770,742.01   sFT  1.00000215   -0 34 09.7
 RM0767;UTM  15      - 5,182,900.653   668,762.392   MT  0.99995007   +1 36 40.9
 RM0767
 RM0767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0767!SPC WI N     -   0.99997586  x   1.00000215  =   0.99997801
 RM0767!UTM  15      -   0.99997586  x   0.99995007  =   0.99992594
 RM0767
 RM0767|---------------------------------------------------------------------|
 RM0767| PID    Reference Object                     Distance      Geod. Az  |
 RM0767|                                                           dddmmss.s |
 RM0767| CJ3188 LA POINTE RM 1                        4.405 METERS 09732     |
 RM0767| RM0765 BAYFIELD DNR RELAY TOWER            APPROX. 6.9 KM 3225513.7 |
 RM0767| RM0766 BAYFIELD USCG RELAY TOWER           APPROX. 7.4 KM 3233833.3 |
 RM0767| RM0769 22 WMC                              APPROX. 3.9 KM 3342725.1 |
 RM0767| RM0768 LA POINTE RM 2                        6.198 METERS 33552     |
 RM0767|---------------------------------------------------------------------|
 RM0767
 RM0767                          SUPERSEDED SURVEY CONTROL
 RM0767
 RM0767  NAD 83(1991)-  46 46 41.86956(N)    090 47 21.42078(W) AD(       ) 2
 RM0767  NAD 83(1986)-  46 46 41.86083(N)    090 47 21.41160(W) AD(       ) 2
 RM0767  NAD 27      -  46 46 42.10598(N)    090 47 20.75678(W) AD(       ) 2
 RM0767  NGVD 29 (07/19/86)  185.8    (m)          610.     (f) VERT ANG       
 RM0767
 RM0767.Superseded values are not recommended for survey control.
 RM0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0767.See file dsdata.txt to determine how the superseded data were derived.
 RM0767
 RM0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6876282901(NAD 83)
 RM0767_MARKER: DS = TRIANGULATION STATION DISK
 RM0767_SETTING: 0 = UNSPECIFIED SETTING
 RM0767
 RM0767  HISTORY     - Date     Condition        Report By
 RM0767  HISTORY     - 1978     MONUMENTED       NGS
 RM0767
 RM0767                          STATION DESCRIPTION
 RM0767
 RM0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 RM0767'THE STATION IS LOCATED NEAR A GREEN NAVIGATION LIGHT ABOUT
 RM0767'250 FEET SOUTHWEST OF THE FERRY LANDING ON MADELINE ISLAND.
 RM0767'
 RM0767'THE STATION WAS REACHED BY FERRY FROM BAYFIELD.
 RM0767'
 RM0767'THE STATION IS A STANDARD NGS DISK
 RM0767'STAMPED---LA POINTE 1978---, CEMENTED IN A DRILL HOLE IN THE
 RM0767'TOP OF A CONCRETE BREAKWATER 21 FEET IN DIAMETER.  IT IS
 RM0767'5.0 FEET NORTHWEST FROM A POLE SUPPORTING A GREEN NAVIGATION
 RM0767'LIGHT.
 RM0767'
 RM0767'REFERENCE MARK 1 IS A STANDARD NGS DISK
 RM0767'STAMPED---LA POINTE NO 1 1978---, CEMENTED IN A DRILL HOLE IN
 RM0767'THE TOP OF A CONCRETE BREAKWATER.  IT IS 9.0 FEET
 RM0767'EAST-SOUTHEAST FROM THE POLE SUPPORTING THE NAVIGATION LIGHT
 RM0767'AND ABOUT THE SAME ELEVATION AS THE STATION.
 RM0767'
 RM0767'REFERENCE MARK 2 IS A STANDARD NGS DISK
 RM0767'STAMPED---LA POINTE NO 2 1978---, CEMENTED IN A DRILL HOLE
 RM0767'IN A CONCRETE PIER AND IS FLUSH WITH THE PIER.
 RM0767'IT IS 14.3 FEET NORTH FROM THE NORTH EDGE OF THE BREAKWATER
 RM0767'SUPPORTING THE STATION AND ABOUT 3 FEET LOWER THAN THE LEVEL
 RM0767'OF THE STATION.
 RM0767'
 RM0767'THE AZIMUTH MARK IS A USGS STATION MARK DISK
 RM0767'STAMPED---ELEV 607 FT 22 WMC 1963 ET---, CEMENTED IN A DRILL
 RM0767'HOLE IN THE MOST SOUTHEASTERLY OF THREE CONNECTING ROUND
 RM0767'BREAKWATERS.  IT IS 94.8 FEET WEST-SOUTHWEST FROM A RED
 RM0767'NAVIGATION LIGHT, 53 FEET SOUTHEAST FROM THE SOUTH END OF A
 RM0767'CONCRETE PIER, AND 7 FEET SOUTHEAST FROM A 30-INCH CONCRETE
 RM0767'FOOTING.
 RM0767'
 RM0767'TO REACH THE AZIMUTH MARK FROM THE FERRY LANDING IN BAYFIELD,
 RM0767'GO EASTERLY ON THE PIER TO WHERE THE PIER MAKES A T-JUNCTION.
 RM0767'TURN RIGHT AND GO SOUTHWEST TO THE END OF THE PIER AND THE
 RM0767'MARK 53 FEET TO THE SOUTHEAST.
 RM0767'
 RM0767'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0768 ***********************************************************************
 RM0768  DESIGNATION -  LA POINTE RM 2
 RM0768  PID         -  RM0768
 RM0768  STATE/COUNTY-  WI/ASHLAND
 RM0768  USGS QUAD   -  BAYFIELD (1975)
 RM0768
 RM0768                         *CURRENT SURVEY CONTROL
 RM0768  ___________________________________________________________________
 RM0768* NAD 83(1991)-  46 46 42.05296(N)    090 47 21.54075(W)     ADJUSTED  
 RM0768* NAVD 88     -       185.0    (meters)     607.     (feet)  VERTCON   
 RM0768  ___________________________________________________________________
 RM0768  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 RM0768  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 RM0768
 RM0768  HORZ ORDER  -  SECOND
 RM0768
 RM0768.The horizontal coordinates were established by classical geodetic methods
 RM0768.and adjusted by the National Geodetic Survey in March 1999..
 RM0768
 RM0768.The NAVD 88 height was computed by applying the VERTCON shift value to
 RM0768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RM0768
 RM0768.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0768
 RM0768.The geoid height was determined by GEOID03.
 RM0768
 RM0768;                    North         East     Units Scale Factor Converg.
 RM0768;SPC WI N     -   179,436.274   539,720.766   MT  1.00000216   -0 34 09.8
 RM0768;SPC WI N     -   588,700.51  1,770,733.88   sFT  1.00000216   -0 34 09.8
 RM0768;UTM  15      - 5,182,906.236   668,759.700   MT  0.99995006   +1 36 40.8
 RM0768
 RM0768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0768!SPC WI N     -   0.99997599  x   1.00000216  =   0.99997815
 RM0768!UTM  15      -   0.99997599  x   0.99995006  =   0.99992605
 RM0768
 RM0768                          SUPERSEDED SURVEY CONTROL
 RM0768
 RM0768  NAD 83(1991)-  46 46 42.05275(N)    090 47 21.54023(W) AD(       ) 2
 RM0768  NAD 83(1986)-  46 46 42.04402(N)    090 47 21.53105(W) AD(       ) 2
 RM0768  NAD 27      -  46 46 42.28916(N)    090 47 20.87621(W) AD(       ) 2
 RM0768  NGVD 29 (07/19/86)  185.0    (m)          607.     (f) VERT ANG       
 RM0768
 RM0768.Superseded values are not recommended for survey control.
 RM0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0768.See file dsdata.txt to determine how the superseded data were derived.
 RM0768
 RM0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6876082906(NAD 83)
 RM0768_MARKER: DR = REFERENCE MARK DISK
 RM0768_SETTING: 0 = UNSPECIFIED SETTING
 RM0768_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RM0768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0768+SATELLITE: SATELLITE OBSERVATIONS - 1986
 RM0768
 RM0768  HISTORY     - Date     Condition        Report By
 RM0768  HISTORY     - 1978     MONUMENTED       NGS
 RM0768  HISTORY     - 1986     GOOD
 RM0768
 RM0768                          STATION DESCRIPTION
 RM0768
 RM0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 RM0768'THE STATION IS LOCATED NEAR THE SOUTHWEST END OF A CONCRETE
 RM0768'PIER ABOUT 250 FEET SOUTHWEST OF THE FERRY LANDING AT
 RM0768'LA POINTE ON MADELINE ISLAND.
 RM0768'
 RM0768'THE STATION WAS REACHED BY FERRY FROM BAYFIELD.
 RM0768'
 RM0768'THE STATION IS A STANDARD NGS REFERENCE MARK DISK
 RM0768'STAMPED---LA POINTE NO 2 1978---, CEMENTED IN A DRILL HOLE
 RM0768'IN A CONCRETE PIER AND IS FLUSH WITH THE PIER.  IT IS
 RM0768'14.3 FEET NORTH FROM THE NORTH EDGE OF A ROUND CONCRETE
 RM0768'BREAKWATER.
 RM0768'
 RM0768'A TRAVERSE TIE WAS MADE TO TRIANGULATION STATION LA POINTE.
 RM0768
 RM0768                          STATION RECOVERY (1986)
 RM0768
 RM0768'RECOVERED 1986
 RM0768'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4898 ***********************************************************************
 DG4898  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4898  DESIGNATION -  LA PRAIRIE E GPS
 DG4898  PID         -  DG4898
 DG4898  STATE/COUNTY-  WI/ROCK
 DG4898  USGS QUAD   -  SHOPIERE (1976)
 DG4898
 DG4898                         *CURRENT SURVEY CONTROL
 DG4898  ___________________________________________________________________
 DG4898* NAD 83(1997)-  42 37 24.55107(N)    088 54 49.83904(W)     ADJUSTED  
 DG4898* NAVD 88     -       292.10   (meters)     958.3    (feet)  GPS OBS   
 DG4898  ___________________________________________________________________
 DG4898  X           -      89,103.315 (meters)                     COMP
 DG4898  Y           -  -4,699,723.739 (meters)                     COMP
 DG4898  Z           -   4,296,993.205 (meters)                     COMP
 DG4898  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 DG4898  ELLIP HEIGHT-         258.35  (meters)          (04/02/04) GPS OBS
 DG4898  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 DG4898
 DG4898  HORZ ORDER  -  FIRST
 DG4898  ELLP ORDER  -  FOURTH    CLASS I
 DG4898
 DG4898.The horizontal coordinates were established by GPS observations
 DG4898.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4898
 DG4898.The orthometric height was determined by GPS observations and a
 DG4898.high-resolution geoid model using precise GPS observation and
 DG4898.processing techniques.
 DG4898
 DG4898.Photographs are available for this station.
 DG4898
 DG4898.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4898
 DG4898.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4898
 DG4898.The ellipsoidal height was determined by GPS observations
 DG4898.and is referenced to NAD 83.
 DG4898
 DG4898.The geoid height was determined by GEOID03.
 DG4898
 DG4898;                    North         East     Units Scale Factor Converg.
 DG4898;SPC WI S     -    69,844.846   689,104.663   MT  1.00002396   +0 44 46.7
 DG4898;SPC WI S     -   229,149.30  2,260,837.55   sFT  1.00002396   +0 44 46.7
 DG4898;UTM  16      - 4,720,780.361   343,054.150   MT  0.99990306   -1 17 46.6
 DG4898
 DG4898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4898!SPC WI S     -   0.99995948  x   1.00002396  =   0.99998344
 DG4898!UTM  16      -   0.99995948  x   0.99990306  =   0.99986255
 DG4898
 DG4898                          SUPERSEDED SURVEY CONTROL
 DG4898
 DG4898.No superseded survey control is available for this station.
 DG4898
 DG4898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4305420780(NAD 83)
 DG4898_MARKER: DD = SURVEY DISK
 DG4898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4898_STAMPING: LA PRAIRIE E GPS 2002
 DG4898_MARK LOGO: WIDT  
 DG4898_PROJECTION: FLUSH
 DG4898_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4898+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4898
 DG4898  HISTORY     - Date     Condition        Report By
 DG4898  HISTORY     - 2001     MONUMENTED       WIDT
 DG4898
 DG4898                          STATION DESCRIPTION
 DG4898
 DG4898'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4898'THE STATION IS LOCATED ABOUT 24 KM WEST OF DELAVAN, 16 KM NORTHEAST OF
 DG4898'BELOIT, AND 10 KM SOUTHEAST OF JANESVILLE.  OWNERSHIP--TOWN OF LA
 DG4898'PRAIRIE.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 14 AND
 DG4898'STATE HIGHWAY 11 WITH STATE HIGHWAY 140 ABOUT 12 KM EAST OF
 DG4898'JANESVILLE, GO WEST ON US HIGHWAY 14 FOR 3.7 KM TO SOUTH MILTON
 DG4898'SHOPIERE ROAD, TURN LEFT AND GO SOUTH ON SOUTH MILTON SHOPIERE ROAD
 DG4898'FOR 2.9 KM TO EAST AVALON ROAD, CONTINUE SOUTH ON SOUTH MILTON
 DG4898'SHOPIERE ROAD FOR 1.1 KM TO THE STATION ON THE LEFT. THE STATION IS A
 DG4898'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DG4898'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A
 DG4898'DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT. THE STATION IS
 DG4898'5.7 M EAST OF THE CENTERLINE OF SOUTH MILTON SHOPIERE ROAD, 30 M NORTH
 DG4898'OF THE NORTHERNMOST EDGE OF PRIVATE ENTRANCE --3743--, 19.8 M
 DG4898'NORTH-NORTHEAST OF TELEPHONE POLE --4E23E  5--, AND 10.9 M
 DG4898'NORTH-NORTHWEST OF TELEPHONE PEDESTAL --3743--.  ---NOTE---THE STATION
 DG4898'IS  NORTH-NORTHWEST, SOUTH-SOUTHWEST AND EAST OF AN ORANGE 4X4 PLASTIC
 DG4898'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DG4898'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR A
 DG4898'TELEPHONE POLE TO THE SOUTHEAST EXTENDING TO 30 DEGREES AND A
 DG4898'TELEPHONE POLE TO THE SOUTHWEST EXTENDING TO 25 DEGREES.
 DG4898' 
 DG4898'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4899 ***********************************************************************
 DG4899  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4899  DESIGNATION -  LA PRAIRIE N GPS
 DG4899  PID         -  DG4899
 DG4899  STATE/COUNTY-  WI/ROCK
 DG4899  USGS QUAD   -  JANESVILLE EAST (1976)
 DG4899
 DG4899                         *CURRENT SURVEY CONTROL
 DG4899  ___________________________________________________________________
 DG4899* NAD 83(1997)-  42 39 33.40597(N)    088 59 34.28219(W)     ADJUSTED  
 DG4899* NAVD 88     -       258.12   (meters)     846.8    (feet)  GPS OBS   
 DG4899  ___________________________________________________________________
 DG4899  X           -      82,574.438 (meters)                     COMP
 DG4899  Y           -  -4,697,123.994 (meters)                     COMP
 DG4899  Z           -   4,299,895.111 (meters)                     COMP
 DG4899  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 DG4899  ELLIP HEIGHT-         224.32  (meters)          (04/02/04) GPS OBS
 DG4899  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 DG4899
 DG4899  HORZ ORDER  -  FIRST
 DG4899  ELLP ORDER  -  FOURTH    CLASS I
 DG4899
 DG4899.The horizontal coordinates were established by GPS observations
 DG4899.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4899
 DG4899.The orthometric height was determined by GPS observations and a
 DG4899.high-resolution geoid model using precise GPS observation and
 DG4899.processing techniques.
 DG4899
 DG4899.Photographs are available for this station.
 DG4899
 DG4899.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4899
 DG4899.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4899
 DG4899.The ellipsoidal height was determined by GPS observations
 DG4899.and is referenced to NAD 83.
 DG4899
 DG4899.The geoid height was determined by GEOID03.
 DG4899
 DG4899;                    North         East     Units Scale Factor Converg.
 DG4899;SPC WI S     -    73,739.372   682,575.084   MT  1.00001575   +0 41 31.2
 DG4899;SPC WI S     -   241,926.59  2,239,415.09   sFT  1.00001575   +0 41 31.2
 DG4899;UTM  16      - 4,724,904.719   336,668.201   MT  0.99992822   -1 21 02.6
 DG4899
 DG4899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4899!SPC WI S     -   0.99996482  x   1.00001575  =   0.99998057
 DG4899!UTM  16      -   0.99996482  x   0.99992822  =   0.99989304
 DG4899
 DG4899                          SUPERSEDED SURVEY CONTROL
 DG4899
 DG4899.No superseded survey control is available for this station.
 DG4899
 DG4899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3666824905(NAD 83)
 DG4899_MARKER: DD = SURVEY DISK
 DG4899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4899_STAMPING: LA PRAIRIE N GPS 2002
 DG4899_MARK LOGO: WIDT  
 DG4899_PROJECTION: FLUSH
 DG4899_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4899+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4899
 DG4899  HISTORY     - Date     Condition        Report By
 DG4899  HISTORY     - 2001     MONUMENTED       WIDT
 DG4899
 DG4899                          STATION DESCRIPTION
 DG4899
 DG4899'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4899'THE STATION IS LOCATED ABOUT 36 KM WEST OF ELKHORN, 16 KM NORTH OF
 DG4899'BELOIT, AND 2 KM SOUTHWEST OF JANESVILLE.  OWNERSHIP--TOWN OF LA
 DG4899'PRAIRIE.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 39 AND
 DG4899'INTERSTATE HIGHWAY 90 WITH US HIGHWAY 351 (EXIT 177) ABOUT 6 KM
 DG4899'SOUTH-SOUTHEAST OF THE CITY OF JANESVILLE, GO WEST ON US HIGHWAY 351
 DG4899'FOR 0.6 KM TO EAST AVALON ROAD ON THE RIGHT, TURN RIGHT AND GO NORTH
 DG4899'AND THEN WEST ON EAST AVALON ROAD FOR 0.2 KM TO SOUTH READ ROAD, TURN
 DG4899'RIGHT AND GO NORTH ON SOUTH READ ROAD FOR 2.6 KM TO THE STATION ON THE
 DG4899'LEFT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DG4899'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DG4899'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH
 DG4899'THE ROAD PAVEMENT.  THE STATION IS 8.4 M WEST ON THE CENTERLINE OF
 DG4899'SOUTH READ ROAD, 0.8 KM SOUTH OF COUNTY HIGHWAY O (EAST DELAVAN ROAD),
 DG4899'37.4 M SOUTH OF A METAL  POST FOR A --WISCONSIN DOT SURVEY MARKER--
 DG4899'SIGN, 19.9 M WEST-SOUTHWEST OF POWER POLE --2-13-5  0/9--, AND 2 M
 DG4899'EAST OF A CULTIVATED FIELD.  ---NOTE---THE STATION IS WEST, NORTHEAST
 DG4899'AND SOUTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS POST. ---NOTE2---THIS
 DG4899'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES
 DG4899'ABOVE THE HORIZON.
 DG4899' 
 DG4899'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5083 ***********************************************************************
 DH5083  DESIGNATION -  LA VALLE N GPS
 DH5083  PID         -  DH5083
 DH5083  STATE/COUNTY-  WI/SAUK
 DH5083  USGS QUAD   -  LA VALLE (1975)
 DH5083
 DH5083                         *CURRENT SURVEY CONTROL
 DH5083  ___________________________________________________________________
 DH5083* NAD 83(1997)-  43 37 03.10197(N)    090 08 49.42642(W)     ADJUSTED  
 DH5083* NAVD 88     -                                                        
 DH5083  ___________________________________________________________________
 DH5083  X           -     -11,871.304 (meters)                     COMP
 DH5083  Y           -  -4,625,055.883 (meters)                     COMP
 DH5083  Z           -   4,377,592.920 (meters)                     COMP
 DH5083  LAPLACE CORR-          -5.60  (seconds)                    DEFLEC99
 DH5083  ELLIP HEIGHT-         244.36  (meters)          (08/01/05) GPS OBS
 DH5083  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 DH5083
 DH5083  HORZ ORDER  -  FIRST
 DH5083  ELLP ORDER  -  SECOND    CLASS I
 DH5083
 DH5083.The horizontal coordinates were established by GPS observations
 DH5083.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5083
 DH5083
 DH5083.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5083
 DH5083.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5083
 DH5083.The ellipsoidal height was determined by GPS observations
 DH5083.and is referenced to NAD 83.
 DH5083
 DH5083.The geoid height was determined by GEOID03.
 DH5083
 DH5083;                    North         East     Units Scale Factor Converg.
 DH5083;SPC WI S     -   179,703.409   588,129.860   MT  0.99993966   -0 06 03.8
 DH5083;SPC WI S     -   589,576.93  1,929,556.05   sFT  0.99993966   -0 06 03.8
 DH5083;UTM  15      - 4,833,349.288   730,200.647   MT  1.00025187   +1 58 08.2
 DH5083
 DH5083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5083!SPC WI S     -   0.99996168  x   0.99993966  =   0.99990135
 DH5083!UTM  15      -   0.99996168  x   1.00025187  =   1.00021354
 DH5083
 DH5083                          SUPERSEDED SURVEY CONTROL
 DH5083
 DH5083.No superseded survey control is available for this station.
 DH5083
 DH5083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ3020133349(NAD 83)
 DH5083_MARKER: DD = SURVEY DISK
 DH5083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5083_STAMPING: LA VALLE N GPS 2004
 DH5083_MARK LOGO: WIDT  
 DH5083_PROJECTION: FLUSH
 DH5083_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5083+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH5083
 DH5083  HISTORY     - Date     Condition        Report By
 DH5083  HISTORY     - 2003     MONUMENTED       WIDT
 DH5083  HISTORY     - 20051228 GOOD             WIDT
 DH5083
 DH5083                          STATION DESCRIPTION
 DH5083
 DH5083'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5083'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH5083'STATION FROM THE  JUNCTION OF STATE HIGHWAY 58 AND STATE HIGHWAY 33
 DH5083'EAST WITH STATE HIGHWAY 33 WEST  ABOUT 7 MI NORTHWEST OF THE CITY OF
 DH5083'REEDSBURG, GO NORTHWEST ON STATE HIGHWAY 33  WEST FOR 1.6 MI TO
 DH5083'DEMASKIE ROAD ON THE RIGHT, CONTINUE WEST ON STATE HIGHWAY 33 FOR 0.3
 DH5083'MI TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DH5083'DEPARTMENT OF  TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH5083'IN THE TOP OF A 41-CM DIAMETER  CONCRETE POST ABOUT 1 M ABOVE THE
 DH5083'HIGHWAY PAVEMENT.  THE STATION IS 13.6 M SOUTH OF THE  CENTERLINE OF
 DH5083'STATE HIGHWAY 33, 46 M EAST OF THE EXTENDED CENTERLINE OF WILKINSON
 DH5083'ROAD,  37.0 M SOUTHWEST OF POWER POLE --13-3-9 15/17--, 2 M NORTH OF A
 DH5083'CULTIVATED FIELD, 1.0 M NORTH  OF AN ORANGE 4X4 PLASTIC WITNESS POST,
 DH5083'1.0 M SOUTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS  POST, AND 1.0 M
 DH5083'SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS
 DH5083'STATION  HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DH5083'ABOVE THE HORIZON.
 DH5083
 DH5083                          STATION RECOVERY (2005)
 DH5083
 DH5083'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5083'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0544 ***********************************************************************
 QN0544  DESIGNATION -  LAC
 QN0544  PID         -  QN0544
 QN0544  STATE/COUNTY-  WI/SAWYER
 QN0544  USGS QUAD   -  COUDERAY (1971)
 QN0544
 QN0544                         *CURRENT SURVEY CONTROL
 QN0544  ___________________________________________________________________
 QN0544* NAD 83(1991)-  45 52 07.38595(N)    091 20 51.32749(W)     ADJUSTED  
 QN0544* NAVD 88     -       495.     (meters)    1624.     (feet)  SCALED    
 QN0544  ___________________________________________________________________
 QN0544  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 QN0544  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 QN0544
 QN0544  HORZ ORDER  -  SECOND
 QN0544
 QN0544.The horizontal coordinates were established by classical geodetic methods
 QN0544.and adjusted by the National Geodetic Survey in March 1999..
 QN0544
 QN0544.The orthometric height was scaled from a topographic map.
 QN0544
 QN0544.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0544
 QN0544.The geoid height was determined by GEOID03.
 QN0544
 QN0544;                    North         East     Units Scale Factor Converg.
 QN0544;SPC WI N     -    78,916.148   495,373.873   MT  0.99995890   -0 58 19.6
 QN0544;SPC WI N     -   258,910.73  1,625,239.12   sFT  0.99995890   -0 58 19.6
 QN0544;UTM  15      - 5,080,788.938   628,251.606   MT  0.99980221   +1 11 10.2
 QN0544
 QN0544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0544!SPC WI N     -   0.99992703  x   0.99995890  =   0.99988593
 QN0544!UTM  15      -   0.99992703  x   0.99980221  =   0.99972925
 QN0544
 QN0544:                Primary Azimuth Mark                     Grid Az
 QN0544:SPC WI N     -  LAC AZ MK                                002 58 35.4
 QN0544:UTM  15      -  LAC AZ MK                                000 49 05.6
 QN0544
 QN0544|---------------------------------------------------------------------|
 QN0544| PID    Reference Object                     Distance      Geod. Az  |
 QN0544|                                                           dddmmss.s |
 QN0544| CJ5212 LAC AZ MK                                          0020015.8 |
 QN0544| CJ5213 LAC RM 1                             27.563 METERS 03135     |
 QN0544| CJ5214 LAC RM 2                             32.817 METERS 15417     |
 QN0544| QN0538 METEOR TOWER                        APPROX.19.5 KM 1800217.0 |
 QN0544|---------------------------------------------------------------------|
 QN0544
 QN0544                          SUPERSEDED SURVEY CONTROL
 QN0544
 QN0544  NAD 83(1991)-  45 52 07.38521(N)    091 20 51.32769(W) AD(       ) 2
 QN0544  NAD 83(1986)-  45 52 07.38067(N)    091 20 51.32348(W) AD(       ) 2
 QN0544  NAD 27      -  45 52 07.53500(N)    091 20 50.73000(W) AD(       ) 2
 QN0544
 QN0544.Superseded values are not recommended for survey control.
 QN0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0544.See file dsdata.txt to determine how the superseded data were derived.
 QN0544
 QN0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL2825280789(NAD 83)
 QN0544_MARKER: DS = TRIANGULATION STATION DISK
 QN0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0544
 QN0544  HISTORY     - Date     Condition        Report By
 QN0544  HISTORY     - 1952     MONUMENTED       CGS
 QN0544
 QN0544                          STATION DESCRIPTION
 QN0544
 QN0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QN0544'THE STATION IS ABOUT 6 MILES EAST OF THE SMALL VILLAGE OF SAND
 QN0544'LAKE, 5 MILES NORTHWEST OF COUDERAY AND AT A POINT WHERE
 QN0544'A GRAVEL ROAD PASSES OVER THE SUMMIT OF A LOW, FLAT-TOPPED HILL.
 QN0544'
 QN0544'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70
 QN0544'AND COUNTY ROAD CC IN COUDERAY, GO NORTH ON COUNTY ROAD CC FOR
 QN0544'3.0 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO WEST FOR 2.4
 QN0544'MILES TO A GRAVEL ROAD RIGHT, TURN RIGHT AND GO NORTH ON THE
 QN0544'GRAVEL ROAD FOR 1.9 MILES TO THE TOP OF A HILL AND THE STATION
 QN0544'ON THE LEFT.  TO REACH THE AZIMUTH MARK FROM THE STATION,
 QN0544'CONTINUE NORTH ON THE GRAVEL ROAD FOR 0.3 MILE TO THE AZIMUTH
 QN0544'MARK ON THE RIGHT, 100 FEET NORTH OF A STEEL CULVERT.
 QN0544'
 QN0544'THE STATION MARK, STAMPED LAC 1952, IS A STANDARD DISK SET
 QN0544'IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 25
 QN0544'FEET WEST OF THE CENTER OF THE GRAVEL ROAD, 8 FEET SOUTH OF A
 QN0544'10-INCH POPLAR TREE WHICH IS MARKED WITH A TRIANGLE BLAZE AND
 QN0544'4 FEET SOUTHEAST OF A WITNESS POST.
 QN0544'
 QN0544'REFERENCE MARK NO. 1, STAMPED LAC NO 1 1952, IS A STANDARD
 QN0544'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 QN0544'IT IS 18 FEET EAST OF THE CENTER OF THE GRAVEL ROAD AND 6
 QN0544'FEET WEST OF A 10-INCH ELM TREE.
 QN0544'
 QN0544'REFERENCE MARK NO. 2, STAMPED LAC NO 2 1952, IS A STANDARD
 QN0544'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 QN0544'IT IS 16 FEET EAST OF THE CENTER OF THE GRAVEL ROAD AND 10
 QN0544'FEET SOUTHWEST OF A 10-INCH POPLAR TREE.
 QN0544'
 QN0544'THE AZIMUTH MARK, STAMPED LAC 1952, IS A STANDARD DISK SET IN
 QN0544'A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 16 FEET
 QN0544'EAST OF THE CENTER OF THE GRAVEL ROAD AND 9 FEET SOUTHWEST OF
 QN0544'A 3-FOOT BOULDER THAT PROJECTS 18 INCHES.
 QN0544'
 QN0544'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0515 ***********************************************************************
 QN0515  DESIGNATION -  LADD CREEK TOWER L
 QN0515  PID         -  QN0515
 QN0515  STATE/COUNTY-  WI/RUSK
 QN0515  USGS QUAD   -  INGRAM (1971)
 QN0515
 QN0515                         *CURRENT SURVEY CONTROL
 QN0515  ___________________________________________________________________
 QN0515* NAD 83(1991)-  45 35 58.87840(N)    090 47 51.20271(W)     ADJUSTED  
 QN0515* NAVD 88     -       456.31   (+/-2cm)    1497.1    (feet)  VERTCON   
 QN0515  ___________________________________________________________________
 QN0515  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 QN0515  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 QN0515
 QN0515  HORZ ORDER  -  THIRD
 QN0515  VERT ORDER  -  THIRD ? (See Below)
 QN0515
 QN0515.The horizontal coordinates were established by classical geodetic methods
 QN0515.and adjusted by the National Geodetic Survey in November 1991..
 QN0515
 QN0515.The NAVD 88 height was computed by applying the VERTCON shift value to
 QN0515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QN0515.The vertical order pertains to the NGVD 29 superseded value.
 QN0515
 QN0515.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0515
 QN0515.The geoid height was determined by GEOID03.
 QN0515
 QN0515;                    North         East     Units Scale Factor Converg.
 QN0515;SPC WI C     -   196,590.826   537,774.365   MT  1.00002051   -0 33 45.9
 QN0515;SPC WI C     -   644,981.73  1,764,348.06   sFT  1.00002051   -0 33 45.9
 QN0515;SPC WI N     -    48,440.094   537,776.049   MT  0.99999417   -0 34 31.2
 QN0515;SPC WI N     -   158,923.88  1,764,353.59   sFT  0.99999417   -0 34 31.2
 QN0515;UTM  15      - 5,051,930.964   671,765.141   MT  0.99996274   +1 34 26.3
 QN0515
 QN0515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0515!SPC WI C     -   0.99993323  x   1.00002051  =   0.99995374
 QN0515!SPC WI N     -   0.99993323  x   0.99999417  =   0.99992740
 QN0515!UTM  15      -   0.99993323  x   0.99996274  =   0.99989597
 QN0515
 QN0515                          SUPERSEDED SURVEY CONTROL
 QN0515
 QN0515  NAD 83(1986)-  45 35 58.87428(N)    090 47 51.19759(W) AD(       ) 3
 QN0515  NAD 27      -  45 35 58.99100(N)    090 47 50.66100(W) AD(       ) 3
 QN0515  NGVD 29 (07/19/86)  456.30   (m)         1497.0    (f) LEVELING    3  
 QN0515
 QN0515.Superseded values are not recommended for survey control.
 QN0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0515.See file dsdata.txt to determine how the superseded data were derived.
 QN0515
 QN0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL7176551931(NAD 83)
 QN0515_MARKER: DD = SURVEY DISK
 QN0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0515_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QN0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0515+STABILITY: SURFACE MOTION
 QN0515
 QN0515  HISTORY     - Date     Condition        Report By
 QN0515  HISTORY     - 1941     MONUMENTED       USGS
 QN0515
 QN0515                          STATION DESCRIPTION
 QN0515
 QN0515'DESCRIBED BY US GEOLOGICAL SURVEY 1941 (LFW)
 QN0515'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF GLEN FLORA,
 QN0515'7 MILES NORTHWEST OF HAWKINS, ALONG THE FIRE LANE ROAD PARALLELED
 QN0515'BY STEEL POWER LINE TOWERS.
 QN0515'
 QN0515'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 8
 QN0515'AND COUNTY HIGHWAY K, 0.3 MILE EAST OF GLEN FLORA, GO NORTH ON
 QN0515'COUNTY HIGHWAY K FOR 5.2 MILES TO A T INTERSECTION, TURN
 QN0515'RIGHT AND GO EAST FOR 4.0 MILES TO T INTERSECTION, TURN LEFT
 QN0515'AND GO NORTH ALONG POWER LINE FOR 2.0 MILES TO FORK, TAKE
 QN0515'RIGHT FORK AND CONTINUE ALONG FIRE LANE PARALLELING POWER LINE
 QN0515'FOR 0.4 MILE TO LOOKOUT TOWER ON THE LEFT.
 QN0515'
 QN0515'THE MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED LADD
 QN0515'CREEK TOWER, 1941 L.  IT IS SET FLUSH IN A 6 X 6 INCH CONCRETE
 QN0515'POST UNDER THE CENTER OF THE LADD CREEK LOOKOUT TOWER.
 QN0515'
 QN0515'THE LADD CREEK LOOKOUT TOWER IS A FOUR LEGGED STEEL STRUCTURE
 QN0515'WITH A GLASS ENCLOSED OBSERVING CAB AND IS APPROXIMATELY
 QN0515'100 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0193 ***********************************************************************
 QN0193  DESIGNATION -  LADY
 QN0193  PID         -  QN0193
 QN0193  STATE/COUNTY-  WI/RUSK
 QN0193  USGS QUAD   -  LADYSMITH (1971)
 QN0193
 QN0193                         *CURRENT SURVEY CONTROL
 QN0193  ___________________________________________________________________
 QN0193* NAD 83(1991)-  45 27 46.51207(N)    091 06 15.35410(W)     ADJUSTED  
 QN0193* NAVD 88     -       348.625  (meters)    1143.78   (feet)  ADJUSTED  
 QN0193  ___________________________________________________________________
 QN0193  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 QN0193  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 QN0193  DYNAMIC HT  -         348.608 (meters)    1143.72  (feet)  COMP
 QN0193  MODELED GRAV-     980,557.8   (mgal)                       NAVD 88
 QN0193
 QN0193  HORZ ORDER  -  FIRST
 QN0193  VERT ORDER  -  FIRST     CLASS II
 QN0193
 QN0193.The horizontal coordinates were established by classical geodetic methods
 QN0193.and adjusted by the National Geodetic Survey in November 1991..
 QN0193
 QN0193.The orthometric height was determined by differential leveling
 QN0193.and adjusted by the National Geodetic Survey in June 1991..
 QN0193.WARNING-Repeat measurements at this control monument indicate possible
 QN0193.vertical movement.
 QN0193
 QN0193.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0193
 QN0193.The geoid height was determined by GEOID03.
 QN0193
 QN0193.The dynamic height is computed by dividing the NAVD 88
 QN0193.geopotential number by the normal gravity value computed on the
 QN0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0193.degrees latitude (g = 980.6199 gals.).
 QN0193
 QN0193.The modeled gravity was interpolated from observed gravity values.
 QN0193
 QN0193;                    North         East     Units Scale Factor Converg.
 QN0193;SPC WI C     -   181,671.612   513,639.404   MT  0.99999315   -0 46 44.9
 QN0193;SPC WI C     -   596,034.28  1,685,165.28   sFT  0.99999315   -0 46 44.9
 QN0193;UTM  15      - 5,036,124.998   648,204.496   MT  0.99987006   +1 21 05.5
 QN0193
 QN0193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0193!SPC WI C     -   0.99995010  x   0.99999315  =   0.99994325
 QN0193!UTM  15      -   0.99995010  x   0.99987006  =   0.99982017
 QN0193
 QN0193|---------------------------------------------------------------------|
 QN0193| PID    Reference Object                     Distance      Geod. Az  |
 QN0193|                                                           dddmmss.s |
 QN0193| CJ5215 LADY RM                              22.050 METERS 33010     |
 QN0193|---------------------------------------------------------------------|
 QN0193
 QN0193                          SUPERSEDED SURVEY CONTROL
 QN0193
 QN0193  NAD 83(1986)-  45 27 46.50742(N)    091 06 15.35244(W) AD(       ) 1
 QN0193  NAD 27      -  45 27 46.61700(N)    091 06 14.83400(W) AD(       ) 1
 QN0193  NGVD 29 (??/??/92)  348.623  (m)         1143.77   (f) ADJ UNCH    1 2
 QN0193
 QN0193.Superseded values are not recommended for survey control.
 QN0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0193.See file dsdata.txt to determine how the superseded data were derived.
 QN0193
 QN0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL4820436125(NAD 83)
 QN0193_MARKER: DS = TRIANGULATION STATION DISK
 QN0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0193_STAMPING: ELEV 1143.774 FT LADY 1921
 QN0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0193+STABILITY: SURFACE MOTION
 QN0193
 QN0193  HISTORY     - Date     Condition        Report By
 QN0193  HISTORY     - 1921     MONUMENTED       CGS
 QN0193  HISTORY     - 1922     GOOD             NGS
 QN0193  HISTORY     - 1930     GOOD             CGS
 QN0193  HISTORY     - 1934     GOOD             NGS
 QN0193  HISTORY     - 1952     GOOD             CGS
 QN0193  HISTORY     - 1979     MARK NOT FOUND   NGS
 QN0193  HISTORY     - 1985     MARK NOT FOUND   NGS
 QN0193  HISTORY     - 20040928 MARK NOT FOUND   WIDT
 QN0193
 QN0193                          STATION DESCRIPTION
 QN0193
 QN0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0193'STATION IS 30 METERS SW OF THE MINNEAPOLIS, ST. PAUL AND SAULT
 QN0193'STE. MARIE RAILWAY, DEPOT AT LADYSMITH, ON THE W SIDE OF THE
 QN0193'CHICAGO-DULUTH DIVISION, AND ON THE S SIDE OF THE WISCONSIN
 QN0193'DIVISION OF THE ABOVE RAILROAD.  IT IS 2.333 METERS (7.66 FEET)
 QN0193'W OF RAIL ON THE CHICAGO-DULUTH DIVISION, AND 11.48 METERS (37.67
 QN0193'FEET) S OF THE RAIL OF THE WISCONSIN DIVISION.
 QN0193'
 QN0193'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 QN0193'DISKS SET IN CONCRETE.
 QN0193'
 QN0193'REFERENCE MARK IS ON THE OPPOSITE SIDE OF THE WISCONSIN
 QN0193'DIVISION TRACK.
 QN0193
 QN0193                          STATION RECOVERY (1922)
 QN0193
 QN0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 QN0193'AT LADYSMITH.
 QN0193'AT LADYSMITH, RUSK COUNTY, 100 FEET SOUTHWEST OF THE MINNEAPOLIS,
 QN0193'ST. PAUL AND SAULT STE. MARIE RAILROAD STATION, 7.7 FEET WEST
 QN0193'OF THE RAIL OF THE CHICAGO,-DULUTH DIVISION, AND 37.7 FEET
 QN0193'SOUTH OF THE RAIL OF THE WISCONSIN DIVISION.  A STANDARD
 QN0193'TRIANGULATION-STATION DISK, STAMPED ELEV. 1143.774 FT. LADY
 QN0193'1921 AND SET IN THE TOP OF A CONCRETE POST.
 QN0193
 QN0193                          STATION RECOVERY (1930)
 QN0193
 QN0193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 QN0193'THE MARK WAS COVERED BY CINDERS.  THE DESCRIPTION IS ADEQUATE.
 QN0193'
 QN0193'MARK IN GOOD CONDITION.
 QN0193
 QN0193                          STATION RECOVERY (1934)
 QN0193
 QN0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QN0193'RECOVERED IN GOOD CONDITION.
 QN0193
 QN0193                          STATION RECOVERY (1952)
 QN0193
 QN0193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QN0193'STATION MARK WAS RECOVERED.  IT IS COVERED OVER WITH CINDERS.
 QN0193'THE CONCRETE PART OF THE MARK IS BROKEN OFF ON TWO SIDES,
 QN0193'ADDITIONAL MEASUREMENTS ARE AS FOLLOWS--18.7 FEET SE OF THE S
 QN0193'ONE OF THE TWO E LEGS OF EIGHT WHICH SUPPORT THE RAILROAD WATER
 QN0193'TOWER, AND 74.7 FEET ABOUT S OF THE CENTER OF THE RAILROAD
 QN0193'STATION.  THE REFERENCE MARK WAS NOT LOCATED.
 QN0193'
 QN0193'THIS IS A TRAVERSE STATION.
 QN0193
 QN0193                          STATION RECOVERY (1979)
 QN0193
 QN0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 QN0193'MARK NOT FOUND.
 QN0193
 QN0193                          STATION RECOVERY (1985)
 QN0193
 QN0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QN0193'MARK NOT FOUND.
 QN0193
 QN0193                          STATION RECOVERY (2004)
 QN0193
 QN0193'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0193'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0549 ***********************************************************************
 QN0549  DESIGNATION -  LADYSMITH MUNICIPAL TANK
 QN0549  PID         -  QN0549
 QN0549  STATE/COUNTY-  WI/RUSK
 QN0549  USGS QUAD   -  LADYSMITH (1971)
 QN0549
 QN0549                         *CURRENT SURVEY CONTROL
 QN0549  ___________________________________________________________________
 QN0549* NAD 83(1991)-  45 27 55.65059(N)    091 06 04.08946(W)     ADJUSTED  
 QN0549* NAVD 88     -                                                        
 QN0549  ___________________________________________________________________
 QN0549  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 QN0549  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 QN0549
 QN0549  HORZ ORDER  -  THIRD
 QN0549
 QN0549.The horizontal coordinates were established by classical geodetic methods
 QN0549.and adjusted by the National Geodetic Survey in November 1991..
 QN0549
 QN0549
 QN0549.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0549
 QN0549.The geoid height was determined by GEOID03.
 QN0549
 QN0549;                    North         East     Units Scale Factor Converg.
 QN0549;SPC WI C     -   181,950.390   513,887.928   MT  0.99999360   -0 46 37.0
 QN0549;SPC WI C     -   596,948.90  1,685,980.64   sFT  0.99999360   -0 46 37.0
 QN0549;UTM  15      - 5,036,412.788   648,442.453   MT  0.99987092   +1 21 13.7
 QN0549
 QN0549                          SUPERSEDED SURVEY CONTROL
 QN0549
 QN0549  NAD 83(1986)-  45 27 55.64575(N)    091 06 04.08651(W) AD(       ) 4
 QN0549  NAD 27      -  45 27 55.76100(N)    091 06 03.54900(W) AD(       ) 3
 QN0549
 QN0549.Superseded values are not recommended for survey control.
 QN0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0549.See file dsdata.txt to determine how the superseded data were derived.
 QN0549
 QN0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL4844236413(NAD 83)
 QN0549_MARKER: 53 = ELEVATED TANK
 QN0549
 QN0549  HISTORY     - Date     Condition        Report By
 QN0549  HISTORY     - 1934     FIRST OBSERVED   CGS
 QN0549  HISTORY     - 1952     GOOD             CGS
 QN0549
 QN0549                          STATION DESCRIPTION
 QN0549
 QN0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QN0549'THIS STATION IS THE CENTER OF THE MUNICIPAL TANK IN LADYSMITH.
 QN0549'THE TANK IS LOCATED IN THE CENTER OF THE BUSINESS DISTRICT
 QN0549'OF THE TOWN.  IT IS 150 FEET NORTH OF THE CENTERLINE OF FIRST
 QN0549'STREET (U.S. HIGHWAY 8), 40 FEET WEST OF THE LADYSMITH FIRE
 QN0549'DEPARTMENT BUILDING.  THE TANK IS BLACK WITH THE INTAKE AND
 QN0549'OUTLET PIPES ENCLOSED IN A SQUARE SHIELD PAINTED GRAY.  IT
 QN0549'WAS CONSTRUCTED IN THE FALL OF 1914.  THIS TANK IS 250 FEET
 QN0549'HIGH AND VERY PROMINENT.
 QN0549
 QN0549                          STATION RECOVERY (1952)
 QN0549
 QN0549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QN0549'THE TANK WAS RECOVERED AS DESCRIBED.  THE ORIGINAL DESCRIPTION
 QN0549'IS CORRECT WITH THE FOLLOWING EXCEPTIONS--
 QN0549'
 QN0549'IT IS 150 FEET HIGH.
 QN0549'
 QN0549'THE TANK IS NOW PAINTED SILVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0551 ***********************************************************************
 QN0551  DESIGNATION -  LADYSMITH RADIO STA WLDY MAST
 QN0551  PID         -  QN0551
 QN0551  STATE/COUNTY-  WI/RUSK
 QN0551  USGS QUAD   -  LADYSMITH (1971)
 QN0551
 QN0551                         *CURRENT SURVEY CONTROL
 QN0551  ___________________________________________________________________
 QN0551* NAD 83(1991)-  45 27 58.13269(N)    091 07 24.34682(W)     ADJUSTED  
 QN0551* NAVD 88     -                                                        
 QN0551  ___________________________________________________________________
 QN0551  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 QN0551  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 QN0551
 QN0551  HORZ ORDER  -  THIRD
 QN0551
 QN0551.The horizontal coordinates were established by classical geodetic methods
 QN0551.and adjusted by the National Geodetic Survey in November 1991..
 QN0551
 QN0551
 QN0551.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0551
 QN0551.The geoid height was determined by GEOID03.
 QN0551
 QN0551;                    North         East     Units Scale Factor Converg.
 QN0551;SPC WI C     -   182,050.891   512,145.664   MT  0.99999373   -0 47 33.6
 QN0551;SPC WI C     -   597,278.63  1,680,264.57   sFT  0.99999373   -0 47 33.6
 QN0551;UTM  15      - 5,036,448.440   646,697.878   MT  0.99986459   +1 20 16.5
 QN0551
 QN0551                          SUPERSEDED SURVEY CONTROL
 QN0551
 QN0551  NAD 83(1986)-  45 27 58.12803(N)    091 07 24.34374(W) AD(       ) 4
 QN0551  NAD 27      -  45 27 58.24500(N)    091 07 23.80200(W) AD(       ) 3
 QN0551
 QN0551.Superseded values are not recommended for survey control.
 QN0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0551.See file dsdata.txt to determine how the superseded data were derived.
 QN0551
 QN0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL4669836448(NAD 83)
 QN0551_MARKER: 42 = RADIO/TV MAST
 QN0551
 QN0551  HISTORY     - Date     Condition        Report By
 QN0551  HISTORY     - 1952     FIRST OBSERVED   CGS
 QN0551
 QN0551                          STATION DESCRIPTION
 QN0551
 QN0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QN0551'THE MAST IS LOCATED APPROXIMATELY 0.5 MILE WEST OF THE
 QN0551'INTERSECTION OF U.S. HIGHWAY 8 AND STATE HIGHWAY 27 IN THE
 QN0551'WEST EDGE OF LADYSMITH AND ON THE NORTH SIDE OF U.S. HIGHWAY
 QN0551'8.
 QN0551'
 QN0551'THE MAST IS 200 FEET HIGH, FOUR LEGGED STEEL CONSTRUCTION
 QN0551'AND PAINTED ORANGE AND WHITE IN ALTERNATE SECTIONS.  IT HAS
 QN0551'A VERTICAL ROW OF THREE SETS OF RED BLINKER LIGHTS.  IT IS A
 QN0551'SELF SUPPORTING VERTICAL RADIATOR TYPE MAST.
 QN0551'
 QN0551'THE RADIO MAST IS OWNED AND OPERATED BY THE FLAMBEAU BROADCASTING
 QN0551'CO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0392 ***********************************************************************
 QN0392  DESIGNATION -  LADYSMITH TOWER
 QN0392  PID         -  QN0392
 QN0392  STATE/COUNTY-  WI/RUSK
 QN0392  USGS QUAD   -  THORNAPPLE (1971)
 QN0392
 QN0392                         *CURRENT SURVEY CONTROL
 QN0392  ___________________________________________________________________
 QN0392* NAD 83(1986)-  45 27 51.     (N)    091 08 06.     (W)     SCALED    
 QN0392* NAVD 88     -       357.084  (meters)    1171.53   (feet)  ADJUSTED  
 QN0392  ___________________________________________________________________
 QN0392  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 QN0392  DYNAMIC HT  -         357.067 (meters)    1171.48  (feet)  COMP
 QN0392  MODELED GRAV-     980,556.8   (mgal)                       NAVD 88
 QN0392
 QN0392  VERT ORDER  -  FIRST     CLASS II
 QN0392
 QN0392.The horizontal coordinates were scaled from a topographic map and have
 QN0392.an estimated accuracy of +/- 6 seconds.
 QN0392
 QN0392.The orthometric height was determined by differential leveling
 QN0392.and adjusted by the National Geodetic Survey in June 1991..
 QN0392
 QN0392.The geoid height was determined by GEOID03.
 QN0392
 QN0392.The dynamic height is computed by dividing the NAVD 88
 QN0392.geopotential number by the normal gravity value computed on the
 QN0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0392.degrees latitude (g = 980.6199 gals.).
 QN0392
 QN0392.The modeled gravity was interpolated from observed gravity values.
 QN0392
 QN0392;                    North         East    Units  Estimated Accuracy
 QN0392;SPC WI C     -   181,840.      511,240.      MT  (+/- 180 meters Scaled)
 QN0392
 QN0392                          SUPERSEDED SURVEY CONTROL
 QN0392
 QN0392.No superseded survey control is available for this station.
 QN0392
 QN0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL457362(NAD 83)
 QN0392_MARKER: DB = BENCH MARK DISK
 QN0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0392_SP_SET: CONCRETE POST
 QN0392_STAMPING: LADYSMITH TOWER 1934
 QN0392_PROJECTION: PROJECTING 33 CENTIMETERS
 QN0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0392+STABILITY: SURFACE MOTION
 QN0392_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QN0392+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2005
 QN0392
 QN0392  HISTORY     - Date     Condition        Report By
 QN0392  HISTORY     - 1934     MONUMENTED       USGS
 QN0392  HISTORY     - 1980     GOOD             NGS
 QN0392  HISTORY     - 20051213 GOOD             WIDT
 QN0392
 QN0392                          STATION DESCRIPTION
 QN0392
 QN0392'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 QN0392'LOCATED ABOUT 1.5 MILES WEST OF LADYSMITH, AT THE LADYSMITH LOOKOUT
 QN0392'TOWER AND RANGER STATION, ON THE SOUTH SIDE OF U.S. HIGHWAY 8, AND
 QN0392'IN THE CENTER OF THE LADYSMITH LOOKOUT TOWER.  IT IS A STANDARD U.S.
 QN0392'GEOLOGICAL SURVEY BENCH MARK DISK STAMPED LADYSMITH TOWER 1934,
 QN0392'SET THE TOP OF A 6 INCH SQUARE CONCRETE POST WHICH PROJECTS 14
 QN0392'INCHES.
 QN0392'
 QN0392'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION RANGER 1934
 QN0392'TO BENCH MARK LADYSMITH TOWER (USGS), DISTANCE BEING 221.13 FEET,
 QN0392'(67.400 METERS) WEST OF STATION RANGER 1934.
 QN0392
 QN0392                          STATION RECOVERY (1980)
 QN0392
 QN0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 QN0392'1.8 KM WEST FROM LADYSMITH.
 QN0392'1.8 KM (1.1 MI) WEST ALONG U.S. HIGHWAY 8 FROM THE JUNCTION OF STATE
 QN0392'HIGHWAY 27 IN LADYSMITH, AT THE SITE OF THE WISCONSIN DEPARTMENT OF
 QN0392'NATURAL RESOURCES LOOKOUT FIRE TOWER, AT THE CENTER OF THE FIRE TOWER,
 QN0392'39.4 M (130 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 3.5 M
 QN0392'(11.6 FT) SOUTHWEST OF THE NORTHEAST LEG OF THE TOWER, 3.5 M (11.6 FT)
 QN0392'NORTHEAST OF THE SOUTHWEST LEG OF THE TOWER, APPROXIMATELY 50 M EAST
 QN0392'OF THE SITE OF THE OLD FIRE TOWER.
 QN0392'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
 QN0392
 QN0392                          STATION RECOVERY (2005)
 QN0392
 QN0392'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 QN0392'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4900 ***********************************************************************
 DG4900  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4900  DESIGNATION -  LAFAYETTE E GPS
 DG4900  PID         -  DG4900
 DG4900  STATE/COUNTY-  WI/WALWORTH
 DG4900  USGS QUAD   -  SPRINGFIELD (1976)
 DG4900
 DG4900                         *CURRENT SURVEY CONTROL
 DG4900  ___________________________________________________________________
 DG4900* NAD 83(1997)-  42 41 28.41403(N)    088 25 53.26719(W)     ADJUSTED  
 DG4900* NAVD 88     -       311.82   (meters)    1023.0    (feet)  GPS OBS   
 DG4900  ___________________________________________________________________
 DG4900  X           -     128,528.122 (meters)                     COMP
 DG4900  Y           -  -4,693,723.936 (meters)                     COMP
 DG4900  Z           -   4,302,540.525 (meters)                     COMP
 DG4900  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 DG4900  ELLIP HEIGHT-         277.69  (meters)          (04/02/04) GPS OBS
 DG4900  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 DG4900
 DG4900  HORZ ORDER  -  FIRST
 DG4900  ELLP ORDER  -  FOURTH    CLASS I
 DG4900
 DG4900.The horizontal coordinates were established by GPS observations
 DG4900.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4900
 DG4900.The orthometric height was determined by GPS observations and a
 DG4900.high-resolution geoid model using precise GPS observation and
 DG4900.processing techniques.
 DG4900
 DG4900.Photographs are available for this station.
 DG4900
 DG4900.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4900
 DG4900.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4900
 DG4900.The ellipsoidal height was determined by GPS observations
 DG4900.and is referenced to NAD 83.
 DG4900
 DG4900.The geoid height was determined by GEOID03.
 DG4900
 DG4900;                    North         East     Units Scale Factor Converg.
 DG4900;SPC WI S     -    77,998.481   728,532.135   MT  1.00000876   +1 04 39.9
 DG4900;SPC WI S     -   255,900.02  2,390,192.51   sFT  1.00000876   +1 04 39.9
 DG4900;UTM  16      - 4,727,520.217   382,740.261   MT  0.99976916   -0 58 14.6
 DG4900
 DG4900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4900!SPC WI S     -   0.99995645  x   1.00000876  =   0.99996521
 DG4900!UTM  16      -   0.99995645  x   0.99976916  =   0.99972562
 DG4900
 DG4900                          SUPERSEDED SURVEY CONTROL
 DG4900
 DG4900.No superseded survey control is available for this station.
 DG4900
 DG4900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8274027520(NAD 83)
 DG4900_MARKER: DD = SURVEY DISK
 DG4900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4900_STAMPING: LAFAYETTE E GPS 2002
 DG4900_MARK LOGO: WIDT  
 DG4900_PROJECTION: FLUSH
 DG4900_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4900+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4900
 DG4900  HISTORY     - Date     Condition        Report By
 DG4900  HISTORY     - 2001     MONUMENTED       WIDT
 DG4900
 DG4900                          STATION DESCRIPTION
 DG4900
 DG4900'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4900'THE STATION IS LOCATED ABOUT 21 KM SOUTH-SOUTHWEST OF MUKWONAGO, 13 KM
 DG4900'WEST NORTHWEST OF BURLINGTON, AND 9 KM EAST-NORTHEAST OF ELKHORN.
 DG4900'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DG4900'STATION FROM THE JUNCTION OF STATE HIGHWAY 11 WITH STATE HIGHWAY 120
 DG4900'ABOUT 11 KM WEST OF THE CITY OF BURLINGTON, GO WEST ON STATE HIGHWAY
 DG4900'11 FOR 1.6 KM TO TOWNLINE ROAD, CONTINUE WEST ON STATE HIGHWAY 11 FOR
 DG4900'0.6 KM TO THE STATION ON THE LEFT. THE STATION IS A BRONZE WISCONSIN
 DG4900'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DG4900'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DG4900'AND ABOUT 1 M BELOW  THE HIGHWAY PAVEMENT. THE STATION IS 10.0 M SOUTH
 DG4900'OF THE CENTERLINE OF STATE HIGHWAY 11, 69 M EAST-SOUTHEAST OF POWER
 DG4900'POLE --89-03952 40-5--, 36.5 M SOUTHWEST OF POWER POLE --99-147 29--,
 DG4900'23.6 M WEST-SOUTHWEST OF A WOOD POST FOR A --NO PASSING ZONE-- SIGN,
 DG4900'AND 0.9 M NORTH OF A BARBED WIRE FENCE.  ---NOTE---THE STATION IS
 DG4900'SOUTH, EAST AND WEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DG4900'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER
 DG4900'THAN 15 DEGREES ABOVE THE HORIZON.
 DG4900' 
 DG4900'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4901 ***********************************************************************
 DG4901  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4901  DESIGNATION -  LAFAYETTE N GPS
 DG4901  PID         -  DG4901
 DG4901  STATE/COUNTY-  WI/LAFAYETTE
 DG4901  USGS QUAD   -  SPRINGFIELD (1976)
 DG4901
 DG4901                         *CURRENT SURVEY CONTROL
 DG4901  ___________________________________________________________________
 DG4901* NAD 83(1997)-  42 44 00.76546(N)    088 29 12.07053(W)     ADJUSTED  
 DG4901* NAVD 88     -       309.46   (meters)    1015.3    (feet)  GPS OBS   
 DG4901  ___________________________________________________________________
 DG4901  X           -     123,919.865 (meters)                     COMP
 DG4901  Y           -  -4,690,656.000 (meters)                     COMP
 DG4901  Z           -   4,305,993.386 (meters)                     COMP
 DG4901  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 DG4901  ELLIP HEIGHT-         275.37  (meters)          (04/02/04) GPS OBS
 DG4901  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 DG4901
 DG4901  HORZ ORDER  -  FIRST
 DG4901  ELLP ORDER  -  FOURTH    CLASS I
 DG4901
 DG4901.The horizontal coordinates were established by GPS observations
 DG4901.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4901
 DG4901.The orthometric height was determined by GPS observations and a
 DG4901.high-resolution geoid model using precise GPS observation and
 DG4901.processing techniques.
 DG4901
 DG4901.Photographs are available for this station.
 DG4901
 DG4901.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4901
 DG4901.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4901
 DG4901.The ellipsoidal height was determined by GPS observations
 DG4901.and is referenced to NAD 83.
 DG4901
 DG4901.The geoid height was determined by GEOID03.
 DG4901
 DG4901;                    North         East     Units Scale Factor Converg.
 DG4901;SPC WI S     -    82,615.295   723,922.124   MT  0.99999996   +1 02 23.3
 DG4901;SPC WI S     -   271,047.01  2,375,067.84   sFT  0.99999996   +1 02 23.3
 DG4901;UTM  16      - 4,732,297.784   378,299.251   MT  0.99978222   -1 00 32.3
 DG4901
 DG4901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4901!SPC WI S     -   0.99995682  x   0.99999996  =   0.99995678
 DG4901!UTM  16      -   0.99995682  x   0.99978222  =   0.99973905
 DG4901
 DG4901                          SUPERSEDED SURVEY CONTROL
 DG4901
 DG4901.No superseded survey control is available for this station.
 DG4901
 DG4901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7829932298(NAD 83)
 DG4901_MARKER: DD = SURVEY DISK
 DG4901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4901_STAMPING: LAFAYETTE N GPS 2002
 DG4901_MARK LOGO: WIDT  
 DG4901_PROJECTION: FLUSH
 DG4901_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4901+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4901
 DG4901  HISTORY     - Date     Condition        Report By
 DG4901  HISTORY     - 2001     MONUMENTED       WIDT
 DG4901
 DG4901                          STATION DESCRIPTION
 DG4901
 DG4901'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4901'THE STATION IS LOCATED ABOUT 16 KM NORTH-NORTHWEST OF LAKE GENEVA, 10
 DG4901'KM SOUTHWEST OF   EAST TROY AND 8 KM NORTHEAST OF ELKHORN.
 DG4901'OWNERSHIP--LAFAYETTE COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DG4901'OF US HIGHWAY 43 WITH STATE HIGHWAY 120, ABOUT 2.0 KM SOUTH OF THE
 DG4901'CITY OF EAST TROY, GO SOUTHEAST ON US HIGHWAY 43 FOR 4.4 KM TO BOWERS
 DG4901'ROAD (EXIT 33), TURN LEFT AND GO SOUTH ON BOWERS ROAD FOR 2.0 KM TO
 DG4901'COUNTY HIGHWAY ES, TURN LEFT AND GO SOUTHWEST ON COUNTY HIGHWAY ES FOR
 DG4901'1.6 KM TO THE STATION ON THE RIGHT.  THE STATION IS A WISCONSIN
 DG4901'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DG4901'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST TO A DEPTH OF 2.4 M AND
 DG4901'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 8.7 M
 DG4901'NORTH-NORTHWEST OF THE CENTERLINE OF COUNTY HIGHWAY ES, 54.7 M
 DG4901'SOUTH-SOUTHWEST OF POWER POLE --98-4630  40-5--, 42.8 M WEST-NORTHWEST
 DG4901'OF POWER POLE --98-14631  40-5--, AND 2 M SOUTHEAST OF A CULTIVATED
 DG4901'FIELD.  ---NOTE---THE STATION IS NORTHEST,  SOUTHEAST AND SOUTHWEST OF
 DG4901'AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE2---THIS STATION HAS NO
 DG4901'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DG4901'HORIZON.
 DG4901' 
 DG4901'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0269 ***********************************************************************
 QN0269  DESIGNATION -  LAKE
 QN0269  PID         -  QN0269
 QN0269  STATE/COUNTY-  WI/WASHBURN
 QN0269  USGS QUAD   -  STONE LAKE (1971)
 QN0269
 QN0269                         *CURRENT SURVEY CONTROL
 QN0269  ___________________________________________________________________
 QN0269* NAD 83(1991)-  45 51 01.69018(N)    091 32 53.12098(W)     ADJUSTED  
 QN0269* NAVD 88     -       399.748  (meters)    1311.51   (feet)  POSTED    
 QN0269  ___________________________________________________________________
 QN0269  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 QN0269  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 QN0269  DYNAMIC HT  -         399.730 (meters)    1311.45  (feet)  COMP
 QN0269  MODELED GRAV-     980,566.2   (mgal)                       NAVD 88
 QN0269
 QN0269  HORZ ORDER  -  FIRST
 QN0269  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QN0269
 QN0269.The horizontal coordinates were established by classical geodetic methods
 QN0269.and adjusted by the National Geodetic Survey in March 1999..
 QN0269
 QN0269.The orthometric height was determined by differential leveling
 QN0269.and adjusted by the National Geodetic Survey in 1992..
 QN0269.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QN0269.rate of 0.0 thru 1.0 mm/km.
 QN0269
 QN0269.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0269
 QN0269.The geoid height was determined by GEOID03.
 QN0269
 QN0269.The dynamic height is computed by dividing the NAVD 88
 QN0269.geopotential number by the normal gravity value computed on the
 QN0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0269.degrees latitude (g = 980.6199 gals.).
 QN0269
 QN0269.The modeled gravity was interpolated from observed gravity values.
 QN0269
 QN0269;                    North         East     Units Scale Factor Converg.
 QN0269;SPC WI N     -    77,172.040   479,769.632   MT  0.99996060   -1 07 00.3
 QN0269;SPC WI N     -   253,188.60  1,574,044.20   sFT  0.99996060   -1 07 00.3
 QN0269;UTM  15      - 5,078,458.784   612,726.936   MT  0.99975622   +1 02 30.8
 QN0269
 QN0269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0269!SPC WI N     -   0.99994193  x   0.99996060  =   0.99990254
 QN0269!UTM  15      -   0.99994193  x   0.99975622  =   0.99969817
 QN0269
 QN0269|---------------------------------------------------------------------|
 QN0269| PID    Reference Object                     Distance      Geod. Az  |
 QN0269|                                                           dddmmss.s |
 QN0269| CJ5216 LAKE RM                              20.270 METERS 14629     |
 QN0269|---------------------------------------------------------------------|
 QN0269
 QN0269                          SUPERSEDED SURVEY CONTROL
 QN0269
 QN0269  NAD 83(1991)-  45 51 01.68907(N)    091 32 53.12138(W) AD(       ) 1
 QN0269  NAD 83(1986)-  45 51 01.68606(N)    091 32 53.11633(W) AD(       ) 1
 QN0269  NAD 27      -  45 51 01.85900(N)    091 32 52.52700(W) AD(       ) 1
 QN0269  NGVD 29 (??/??/92)  399.770  (m)         1311.58   (f) ADJ UNCH    1 2
 QN0269
 QN0269.Superseded values are not recommended for survey control.
 QN0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0269.See file dsdata.txt to determine how the superseded data were derived.
 QN0269
 QN0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1272778459(NAD 83)
 QN0269_MARKER: DS = TRIANGULATION STATION DISK
 QN0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0269_STAMPING: LAKE 1921
 QN0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0269+STABILITY: SURFACE MOTION
 QN0269
 QN0269  HISTORY     - Date     Condition        Report By
 QN0269  HISTORY     - 1921     MONUMENTED       CGS
 QN0269  HISTORY     - 1922     GOOD             NGS
 QN0269  HISTORY     - 1934     POOR             NGS
 QN0269  HISTORY     - 1952     GOOD             CGS
 QN0269  HISTORY     - 20041202 MARK NOT FOUND   WIDT
 QN0269
 QN0269                          STATION DESCRIPTION
 QN0269
 QN0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0269'STATION IS ABOUT 1/4 MILE N OF STATION AT STONE LAKE ON THE W
 QN0269'SIDE OF THE TRACK OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QN0269'MARIE RAILWAY.  IT IS ON THE EXTENSION OF THE W/RAIL FROM THE N
 QN0269'AT THE FIRST CURVE N OF STONE LAKE, AND IS 19.0 METERS W OF
 QN0269'W RAIL.
 QN0269'
 QN0269'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 QN0269'DISKS SET IN CONCRETE.
 QN0269'
 QN0269'REFERENCE MARK IS ON THE SAME SIDE OF TRACK.
 QN0269
 QN0269                          STATION RECOVERY (1922)
 QN0269
 QN0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 QN0269'0.2 MI N FROM STONE LAKE.
 QN0269'IN WASHBURN COUNTY, 1/4 MILE NORTH ALONG THE MINNEAPOLIS, ST.
 QN0269'PAUL AND SAULT STE. MARIE RAILROAD FROM STONE LAKE, SAWYER
 QN0269'COUNTY, AT THE FIRST CURVE NORTH OF THE STATION, IN LINE WITH
 QN0269'THE WEST RAIL OF THE NORTH TANGENT, AND 62-1/2 FEET WEST OF THE
 QN0269'WEST RAIL.  A STANDARD TRIANGULATION-STATION DISK, STAMPED
 QN0269'LAKE 1921 AND SET IN THE TOP OF A CONCRETE POST.
 QN0269
 QN0269                          STATION RECOVERY (1934)
 QN0269
 QN0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QN0269'MARK RECOVERED IN POOR CONDITION.
 QN0269
 QN0269                          STATION RECOVERY (1952)
 QN0269
 QN0269'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QN0269'STATION MARK AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION.
 QN0269'THE STATION MARK IS ABOUT FLUSH WITH THE GROUND, 20.42 METERS
 QN0269'(67.0 FEET) W OF THE W RAIL OF THE MAIN TRACK.  IT WAS DIFFICULT
 QN0269'TO MAKE AN ACCURATE MEASUREMENT TO THE MARK DUE TO THE SIDING
 QN0269'WITH RAILROAD CARS ON IT.
 QN0269
 QN0269                          STATION RECOVERY (2004)
 QN0269
 QN0269'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0269'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0099 ***********************************************************************
 QM0099  DESIGNATION -  LAKE
 QM0099  PID         -  QM0099
 QM0099  STATE/COUNTY-  WI/OCONTO
 QM0099  USGS QUAD   -  TOWNSEND (1972)
 QM0099
 QM0099                         *CURRENT SURVEY CONTROL
 QM0099  ___________________________________________________________________
 QM0099* NAD 83(1991)-  45 15 42.01025(N)    088 30 04.50338(W)     ADJUSTED  
 QM0099* NAVD 88     -       370.897  (meters)    1216.85   (feet)  ADJUSTED  
 QM0099  ___________________________________________________________________
 QM0099  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 QM0099  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 QM0099  DYNAMIC HT  -         370.857 (meters)    1216.72  (feet)  COMP
 QM0099  MODELED GRAV-     980,497.9   (mgal)                       NAVD 88
 QM0099
 QM0099  HORZ ORDER  -  FIRST
 QM0099  VERT ORDER  -  FIRST     CLASS II
 QM0099
 QM0099.The horizontal coordinates were established by classical geodetic methods
 QM0099.and adjusted by the National Geodetic Survey in November 1991..
 QM0099
 QM0099.The orthometric height was determined by differential leveling
 QM0099.and adjusted by the National Geodetic Survey in June 1991..
 QM0099
 QM0099.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0099
 QM0099.The geoid height was determined by GEOID03.
 QM0099
 QM0099.The dynamic height is computed by dividing the NAVD 88
 QM0099.geopotential number by the normal gravity value computed on the
 QM0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0099.degrees latitude (g = 980.6199 gals.).
 QM0099
 QM0099.The modeled gravity was interpolated from observed gravity values.
 QM0099
 QM0099;                    North         East     Units Scale Factor Converg.
 QM0099;SPC WI C     -   159,803.644   717,621.511   MT  0.99996332   +1 03 26.9
 QM0099;SPC WI C     -   524,289.12  2,354,396.57   sFT  0.99996332   +1 03 26.9
 QM0099;UTM  16      - 5,013,115.429   382,218.364   MT  0.99977057   -1 03 59.4
 QM0099
 QM0099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0099!SPC WI C     -   0.99994741  x   0.99996332  =   0.99991073
 QM0099!UTM  16      -   0.99994741  x   0.99977057  =   0.99971799
 QM0099
 QM0099:                Primary Azimuth Mark                     Grid Az
 QM0099:SPC WI C     -  EARL                                     215 22 52.6
 QM0099:UTM  16      -  EARL                                     217 30 18.9
 QM0099
 QM0099|---------------------------------------------------------------------|
 QM0099| PID    Reference Object                     Distance      Geod. Az  |
 QM0099|                                                           dddmmss.s |
 QM0099| QM0100 EARL                                APPROX. 1.2 KM 2162619.5 |
 QM0099| QM0098 RIVER                               APPROX. 0.6 KM 3405331.4 |
 QM0099|---------------------------------------------------------------------|
 QM0099
 QM0099                          SUPERSEDED SURVEY CONTROL
 QM0099
 QM0099  NAD 83(1986)-  45 15 42.01607(N)    088 30 04.52008(W) AD(       ) 1
 QM0099  NAD 27      -  45 15 42.12700(N)    088 30 04.14400(W) AD(       ) 1
 QM0099  NGVD 29 (??/??/92)  370.895  (m)         1216.84   (f) ADJ UNCH    1 2
 QM0099
 QM0099.Superseded values are not recommended for survey control.
 QM0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0099.See file dsdata.txt to determine how the superseded data were derived.
 QM0099
 QM0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8221813115(NAD 83)
 QM0099_MARKER: DS = TRIANGULATION STATION DISK
 QM0099_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QM0099_SP_SET: RAIL
 QM0099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0099
 QM0099  HISTORY     - Date     Condition        Report By
 QM0099  HISTORY     - 1921     MONUMENTED       CGS
 QM0099  HISTORY     - 1922     GOOD             NGS
 QM0099  HISTORY     - 1934     GOOD             NGS
 QM0099  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0099
 QM0099                          STATION DESCRIPTION
 QM0099
 QM0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0099'STATION IS ABOUT 2-3/4 MILES S OF LAKEWOOD, ABOUT 350 METERS
 QM0099'S OF RAILROAD CULVERT NO. N 77, 19.93 METERS E OF THE E RAIL
 QM0099'OF THE CHICAGO AND NORTHWESTERN RAILWAY.  ON EXTENSION OF
 QM0099'E RAIL FROM THE S AT FOURTH CURVE S OF LAKEWOOD JUNCTION.
 QM0099'
 QM0099'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 QM0099'DISKS SET IN CONCRETE.
 QM0099
 QM0099                          STATION RECOVERY (1922)
 QM0099
 QM0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 QM0099'3 MI S FROM LAKEWOOD.
 QM0099'ABOUT 3 MILES SOUTH OF LAKEWOOD, ABOUT 350 METERS SOUTH OF RAILROAD
 QM0099'CULVERT N77, 19.93 METERS EAST OF THE EAST RAIL OF THE C. AND N.W.
 QM0099'RY., ON EXTENSION OF EAST RAIL FROM THE SOUTH, AT FOURTH CURVE
 QM0099'SOUTH OF LAKEWOOD JUNCTION.
 QM0099
 QM0099                          STATION RECOVERY (1934)
 QM0099
 QM0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QM0099'RECOVERED IN GOOD CONDITION.
 QM0099
 QM0099                          STATION RECOVERY (1985)
 QM0099
 QM0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0099'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1322 ***********************************************************************
 PN1322  DESIGNATION -  LAKE
 PN1322  PID         -  PN1322
 PN1322  STATE/COUNTY-  WI/MARATHON
 PN1322  USGS QUAD   -  ROSHOLT NW (1986)
 PN1322
 PN1322                         *CURRENT SURVEY CONTROL
 PN1322  ___________________________________________________________________
 PN1322* NAD 83(1991)-  44 42 47.77482(N)    089 26 11.47520(W)     ADJUSTED  
 PN1322* NAVD 88     -       358.2    (meters)    1175.     (feet)  VERTCON   
 PN1322  ___________________________________________________________________
 PN1322  LAPLACE CORR-          -3.95  (seconds)                    DEFLEC99
 PN1322  GEOID HEIGHT-         -35.71  (meters)                     GEOID03
 PN1322
 PN1322  HORZ ORDER  -  SECOND
 PN1322
 PN1322.The horizontal coordinates were established by classical geodetic methods
 PN1322.and adjusted by the National Geodetic Survey in November 1991..
 PN1322
 PN1322.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1322
 PN1322.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1322
 PN1322.The geoid height was determined by GEOID03.
 PN1322
 PN1322;                    North         East     Units Scale Factor Converg.
 PN1322;SPC WI C     -    97,931.948   644,646.748   MT  0.99994473   +0 23 51.3
 PN1322;SPC WI C     -   321,298.40  2,114,978.54   sFT  0.99994473   +0 23 51.3
 PN1322;UTM  16      - 4,953,987.160   307,008.855   MT  1.00005803   -1 42 53.2
 PN1322
 PN1322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1322!SPC WI C     -   0.99994944  x   0.99994473  =   0.99989417
 PN1322!UTM  16      -   0.99994944  x   1.00005803  =   1.00000746
 PN1322
 PN1322|---------------------------------------------------------------------|
 PN1322| PID    Reference Object                     Distance      Geod. Az  |
 PN1322|                                                           dddmmss.s |
 PN1322| CS5529 LAKE RM 2                            16.730 METERS 09213     |
 PN1322| CS5528 LAKE RM 1                            24.171 METERS 32823     |
 PN1322|---------------------------------------------------------------------|
 PN1322
 PN1322                          SUPERSEDED SURVEY CONTROL
 PN1322
 PN1322  NAD 83(1986)-  44 42 47.77309(N)    089 26 11.48258(W) AD(       ) 2
 PN1322  NGVD 29 (03/14/91)  358.2    (m)         1175.     (f) VERT ANG       
 PN1322
 PN1322.Superseded values are not recommended for survey control.
 PN1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1322.See file dsdata.txt to determine how the superseded data were derived.
 PN1322
 PN1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ0700953987(NAD 83)
 PN1322_MARKER: DE = TRAVERSE STATION DISK
 PN1322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN1322_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1322+STABILITY: SURFACE MOTION
 PN1322
 PN1322  HISTORY     - Date     Condition        Report By
 PN1322  HISTORY     - 1979     MONUMENTED       WIDT
 PN1322  HISTORY     - 19950422 POOR             USPSQD
 PN1322
 PN1322                          STATION DESCRIPTION
 PN1322
 PN1322'DESCRIBED BY WI DEPT OF TRANSP 1979 (LTK)
 PN1322'THE STATION IS LOCATED ABOUT 14 MILES SOUTHEAST OF MOSINEE, 12 MILES
 PN1322'NORTHEAST OF STEVENS POINT, AND 10 MILES SOUTHWEST OF ELDERON ON RIGHT
 PN1322'OF WAY OF CTH C.
 PN1322'
 PN1322'TO REACH THE STATION FROM THE JUNCTION OF USH 51 AND USH 10 AT THE
 PN1322'EAST EDGE OF STEVENS POINT, GO NORTH ON USH 51 FOR 4.0 MILES TO CTH X.
 PN1322'TURN RIGHT AND GO NORTH ON CTH X FOR 11.25 MILES TO THE INTERSECTION
 PN1322'WITH CTH C.  TURN RIGHT AND GO EAST ON CTH C FOR 3.8 MILES TO KNAPP
 PN1322'ROAD TO THE NORTH.  CONTINUE EAST ON CTH C FOR 4.8 MILES TO THE
 PN1322'STATION ON THE SOUTH RIGHT OF WAY OF CTH C OPPOSITE LAKE DRIVE TO THE
 PN1322'NORTH.
 PN1322'
 PN1322'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---LAKE 1979---.  THE
 PN1322'SURFACE DISK IS SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL
 PN1322'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 82.0
 PN1322'FEET SOUTH OF THE CENTER OF CTH C, 29.0 FEET SOUTHEAST OF POWER POLE
 PN1322'NUMBER--L2350-14--, 12.0 EAST OF THE CENTER OF LAKE DRIVE PROJECTED TO
 PN1322'THE SOUTH, AND 2.0 FEET NORTH OF A METAL WITNESS POST.  THE
 PN1322'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 4.5 FEET
 PN1322'BELOW GROUND.
 PN1322'
 PN1322'REFERENCE MARK 1 IS A STANDARD WIDT DISK STAMPED---LAKE RM 1 1979---
 PN1322'SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT
 PN1322'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 38.5 FEET NORTH OF THE
 PN1322'CENTER OF CTH C, 27.0 FEET WEST OF THE CENTER OF LAKE DRIVE, AND 2.5
 PN1322'FEET SOUTH OF POWER POLE NUMBER--L2350-14--.
 PN1322'
 PN1322'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---LAKE RM 2 1979---
 PN1322'SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT
 PN1322'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 68.0 FEET EAST OF THE
 PN1322'CENTER OF LAKE DRIVE PROJECTED SOUTH AND 29.0 FEET SOUTH OF THE CENTER
 PN1322'OF CTH C.
 PN1322'
 PN1322'NO AZIMUTH MARK WAS SET.  HEIGHT OF LIGHT ABOVE MARK WAS 1.79 METERS.
 PN1322
 PN1322                          STATION RECOVERY (1995)
 PN1322
 PN1322'RECOVERY NOTE BY US POWER SQUADRON 1995
 PN1322'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0437 ***********************************************************************
 OL0437  DESIGNATION -  LAKE CHURCH ST MARYS CATH CH
 OL0437  PID         -  OL0437
 OL0437  STATE/COUNTY-  WI/OZAUKEE
 OL0437  USGS QUAD   -  PORT WASHINGTON EAST (1994)
 OL0437
 OL0437                         *CURRENT SURVEY CONTROL
 OL0437  ___________________________________________________________________
 OL0437* NAD 83(1991)-  43 29 57.22862(N)    087 49 14.34553(W)     ADJUSTED  
 OL0437* NAVD 88     -                                                        
 OL0437  ___________________________________________________________________
 OL0437  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 OL0437  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 OL0437
 OL0437  HORZ ORDER  -  THIRD
 OL0437
 OL0437.The horizontal coordinates were established by classical geodetic methods
 OL0437.and adjusted by the National Geodetic Survey in November 1991..
 OL0437
 OL0437
 OL0437.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0437
 OL0437.The geoid height was determined by GEOID03.
 OL0437
 OL0437;                    North         East     Units Scale Factor Converg.
 OL0437;SPC WI S     -   168,853.446   776,229.008   MT  0.99993401   +1 29 50.8
 OL0437;SPC WI S     -   553,980.01  2,546,678.00   sFT  0.99993401   +1 29 50.8
 OL0437;UTM  16      - 4,816,582.957   433,654.012   MT  0.99965414   -0 33 53.7
 OL0437
 OL0437                          SUPERSEDED SURVEY CONTROL
 OL0437
 OL0437  NAD 83(1986)-  43 29 57.21576(N)    087 49 14.35166(W) AD(       ) 4
 OL0437  NAD 27      -  43 29 57.22000(N)    087 49 14.03000(W) AD(       ) 3
 OL0437
 OL0437.Superseded values are not recommended for survey control.
 OL0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0437.See file dsdata.txt to determine how the superseded data were derived.
 OL0437
 OL0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3365416583(NAD 83)
 OL0437_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0437+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2002
 OL0437
 OL0437  HISTORY     - Date     Condition        Report By
 OL0437  HISTORY     - 1953     MONUMENTED       CGS
 OL0437  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OL0437  HISTORY     - 19950723 GOOD             USPSQD
 OL0437  HISTORY     - 20021102 GOOD             USPSQD
 OL0437  HISTORY     - 20040323 GOOD             USPSQD
 OL0437
 OL0437                          STATION DESCRIPTION
 OL0437
 OL0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OL0437'STATION IS THE CROSS AT THE TOP OF THE SPIRE, LOCATED ABOUT
 OL0437'2 MILES EAST OF
 OL0437'BELGIUM, 50 FEET SOUTHEAST OF THE INTERSECTION OF COUNTY HIGHWAY D
 OL0437'AND A PAVED STREET IN THE VILLAGE
 OL0437'OF LAKE CHURCH.  THE SPIRE IS CONSTRUCTED OF WOOD AND
 OL0437'IS COVERED WITH GREY SHINGLES, RISING ABOUT 25 FEET
 OL0437'ABOVE THE WEST END OF THE GREY
 OL0437'STONE CHURCH BUILDING.
 OL0437
 OL0437                          STATION RECOVERY (1971)
 OL0437
 OL0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JGR)
 OL0437'RECOVERED AS DESCRIBED IN 1953 DESCRIPTION.
 OL0437'
 OL0437'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2 MILES EAST OF
 OL0437'BELGIUM.
 OL0437
 OL0437                          STATION RECOVERY (1995)
 OL0437
 OL0437'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0437'RECOVERED IN GOOD CONDITION.
 OL0437
 OL0437                          STATION RECOVERY (2002)
 OL0437
 OL0437'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OL0437'RECOVERED IN GOOD CONDITION.
 OL0437
 OL0437                          STATION RECOVERY (2004)
 OL0437
 OL0437'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 OL0437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0695 ***********************************************************************
 NG0695  DESIGNATION -  LAKE CITY HALL TOWER
 NG0695  PID         -  NG0695
 NG0695  STATE/COUNTY-  WI/MILWAUKEE
 NG0695  USGS QUAD   -  GREENDALE (1976)
 NG0695
 NG0695                         *CURRENT SURVEY CONTROL
 NG0695  ___________________________________________________________________
 NG0695* NAD 83(1991)-  42 58 19.32988(N)    087 55 12.34179(W)     ADJUSTED  
 NG0695* NAVD 88     -                                                        
 NG0695  ___________________________________________________________________
 NG0695  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 NG0695  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 NG0695
 NG0695  HORZ ORDER  -  THIRD
 NG0695
 NG0695.The horizontal coordinates were established by classical geodetic methods
 NG0695.and adjusted by the National Geodetic Survey in October 1999..
 NG0695
 NG0695
 NG0695.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0695
 NG0695.The geoid height was determined by GEOID03.
 NG0695
 NG0695;                    North         East     Units Scale Factor Converg.
 NG0695;SPC WI S     -   110,099.941   769,650.057   MT  0.99996044   +1 25 44.8
 NG0695;SPC WI S     -   361,219.56  2,525,093.56   sFT  0.99996044   +1 25 44.8
 NG0695;UTM  16      - 4,758,120.123   424,970.343   MT  0.99966925   -0 37 37.9
 NG0695
 NG0695                          SUPERSEDED SURVEY CONTROL
 NG0695
 NG0695  NAD 83(1991)-  42 58 19.33195(N)    087 55 12.34235(W) AD(       ) 4
 NG0695  NAD 83(1986)-  42 58 19.32012(N)    087 55 12.35543(W) AD(       ) 4
 NG0695  NAD 27      -  42 58 19.26100(N)    087 55 12.05300(W) AD(       ) 3
 NG0695
 NG0695.Superseded values are not recommended for survey control.
 NG0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0695.See file dsdata.txt to determine how the superseded data were derived.
 NG0695
 NG0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2497058120(NAD 83)
 NG0695_MARKER: 55 = TOWER
 NG0695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0695+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2006
 NG0695
 NG0695  HISTORY     - Date     Condition        Report By
 NG0695  HISTORY     - 1953     FIRST OBSERVED   CGS
 NG0695  HISTORY     - 1971     GOOD             NGS
 NG0695  HISTORY     - 1976     GOOD             NGS
 NG0695  HISTORY     - 1990     GOOD             USPSQD
 NG0695  HISTORY     - 20000226 GOOD             USPSQD
 NG0695  HISTORY     - 20040409 GOOD             USPSQD
 NG0695  HISTORY     - 20060707 GOOD             GEOCAC
 NG0695
 NG0695                          STATION DESCRIPTION
 NG0695
 NG0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 NG0695'STATION IS A RED LIGHT AT THE CENTER OF THE ROOF OF THE LAKE
 NG0695'CITY HALL TOWER,
 NG0695'LOCATED ON THE WEST SIDE OF SOUTH 6TH STREET AND 0.1 MILE SOUTH OF
 NG0695'W. HOWARD AVENUE IN THE TOWN OF
 NG0695'LAKE.  IT IS AN OCTAGONAL CONCRETE BUILDING, ABOUT 20
 NG0695'FEET ON EACH SIDE, WITH LARGE WINDOWS ON EACH
 NG0695'SIDE, IS ABOUT 90 FEET HIGH.  THE TOWER
 NG0695'IS PART OF THE CITY HALL BUILDING WHICH IS A LARGE, ALMOST
 NG0695'SQUARE, LIMESTONE STRUCTURE.
 NG0695
 NG0695                          STATION RECOVERY (1971)
 NG0695
 NG0695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JGR)
 NG0695'RECOVERED AS DESCRIBED IN 1953 DESCRIPTION.
 NG0695
 NG0695                          STATION RECOVERY (1976)
 NG0695
 NG0695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RC)
 NG0695'STATION MARK RECOVERED AS DESCRIBED.
 NG0695'
 NG0695'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN LAKE.
 NG0695
 NG0695                          STATION RECOVERY (1990)
 NG0695
 NG0695'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCB)
 NG0695'RECOVERED IN GOOD CONDITION.
 NG0695
 NG0695                          STATION RECOVERY (2000)
 NG0695
 NG0695'RECOVERY NOTE BY US POWER SQUADRON 2000
 NG0695'RECOVERED IN GOOD CONDITION.
 NG0695
 NG0695                          STATION RECOVERY (2004)
 NG0695
 NG0695'RECOVERY NOTE BY US POWER SQUADRON 2004 (DLH)
 NG0695'RECOVERED IN GOOD CONDITION.
 NG0695
 NG0695                          STATION RECOVERY (2006)
 NG0695
 NG0695'RECOVERY NOTE BY GEOCACHING 2006 (CT)
 NG0695'TOWER IS STILL IN EXISTENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH4994 ***********************************************************************
 DH4994  DESIGNATION -  LAKE DELTON GPS
 DH4994  PID         -  DH4994
 DH4994  STATE/COUNTY-  WI/SAUK
 DH4994  USGS QUAD   -  LEWISTON (1975)
 DH4994
 DH4994                         *CURRENT SURVEY CONTROL
 DH4994  ___________________________________________________________________
 DH4994* NAD 83(1997)-  43 33 37.23173(N)    089 43 07.63136(W)     ADJUSTED  
 DH4994* NAVD 88     -                                                        
 DH4994  ___________________________________________________________________
 DH4994  X           -      22,721.697 (meters)                     COMP
 DH4994  Y           -  -4,629,389.475 (meters)                     COMP
 DH4994  Z           -   4,372,984.364 (meters)                     COMP
 DH4994  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 DH4994  ELLIP HEIGHT-         235.05  (meters)          (08/01/05) GPS OBS
 DH4994  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 DH4994
 DH4994  HORZ ORDER  -  B
 DH4994  ELLP ORDER  -  FOURTH    CLASS I
 DH4994
 DH4994.The horizontal coordinates were established by GPS observations
 DH4994.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH4994
 DH4994
 DH4994.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4994
 DH4994.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4994
 DH4994.The ellipsoidal height was determined by GPS observations
 DH4994.and is referenced to NAD 83.
 DH4994
 DH4994.The geoid height was determined by GEOID03.
 DH4994
 DH4994;                    North         East     Units Scale Factor Converg.
 DH4994;SPC WI S     -   173,378.020   622,719.464   MT  0.99993639   +0 11 35.6
 DH4994;SPC WI S     -   568,824.39  2,043,038.77   sFT  0.99993639   +0 11 35.6
 DH4994;UTM  16      - 4,826,634.468   280,416.286   MT  1.00019313   -1 52 27.5
 DH4994
 DH4994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4994!SPC WI S     -   0.99996314  x   0.99993639  =   0.99989953
 DH4994!UTM  16      -   0.99996314  x   1.00019313  =   1.00015627
 DH4994
 DH4994                          SUPERSEDED SURVEY CONTROL
 DH4994
 DH4994.No superseded survey control is available for this station.
 DH4994
 DH4994_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP8041626634(NAD 83)
 DH4994_MARKER: DD = SURVEY DISK
 DH4994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4994_STAMPING: LAKE DELTON GPS 1994
 DH4994_MARK LOGO: WIDT  
 DH4994_PROJECTION: FLUSH
 DH4994_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH4994_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4994+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH4994
 DH4994  HISTORY     - Date     Condition        Report By
 DH4994  HISTORY     - 1994     MONUMENTED       WIDT
 DH4994  HISTORY     - 20040127 GOOD             WIDT
 DH4994  HISTORY     - 20040816 GOOD             WIDT
 DH4994  HISTORY     - 20051228 GOOD             WIDT
 DH4994
 DH4994                          STATION DESCRIPTION
 DH4994
 DH4994'DESCRIBED BY WI DEPT OF TRANSP 2004 (TSS)
 DH4994'OWNERSHIP--TOWN OF DELTON.  TO REACH THE STATION FROM THE JUNCTION OF
 DH4994'COUNTY HIGHWAY  A WITH COUNTY HIGHWAY T AND BUNKER DRIVE ABOUT 3 MI
 DH4994'EAST-SOUTHEAST OF THE VILLAGE OF  LAKE DELTON, GO EAST ON COUNTY
 DH4994'HIGHWAY T FOR 1.05 MI TO GILLEM ROAD ON THE RIGHT, TURN  RIGHT AND GO
 DH4994'SOUTH ON GILLEM ROAD FOR 0.25 MI TO THE STATION ON THE RIGHT.  THE
 DH4994'STATION IS  A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GPS
 DH4994'GEODETIC CONTROL STATION DISK  SET IN THE TOP OF A 45-CM DIAMETER
 DH4994'CONCRETE POST ABOUT LEVEL WITH THE ROAD PAVEMENT.   THE STATION IS 7.2
 DH4994'M WEST OF THE CENTERLINE OF GILLEM ROAD, 17.4 M NORTH OF THE NORTH END
 DH4994'OF THE WEST GUARDRAIL OF A BRIDGE OVER INTERSTATE HIGHWAY 90 AND
 DH4994'INTERSTATE HIGHWAY  94, 1.0 M NORTHWEST, NORTHEAST AND SOUTH OF THREE
 DH4994'ORANGE 4X4 PLASTIC WITNESS  POSTS, AND 0.9 M EAST OF A WHITE PLASTIC
 DH4994'WITNESS POST.   ---NOTE---THIS STATION HAS NO VISIBLE  OBSTRUCTIONS
 DH4994'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH4994
 DH4994                          STATION RECOVERY (2004)
 DH4994
 DH4994'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 DH4994'RECOVERED AS DESCRIBED.
 DH4994
 DH4994                          STATION RECOVERY (2005)
 DH4994
 DH4994'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH4994'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1006 ***********************************************************************
 NH1006  DESIGNATION -  LAKE GENEVA
 NH1006  PID         -  NH1006
 NH1006  STATE/COUNTY-  WI/WALWORTH
 NH1006  USGS QUAD   -  LAKE GENEVA (1976)
 NH1006
 NH1006                         *CURRENT SURVEY CONTROL
 NH1006  ___________________________________________________________________
 NH1006* NAD 83(1991)-  42 36 34.25949(N)    088 26 25.26838(W)     ADJUSTED  
 NH1006* NAVD 88     -       321.     (meters)    1053.     (feet)  SCALED    
 NH1006  ___________________________________________________________________
 NH1006  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 NH1006  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 NH1006
 NH1006  HORZ ORDER  -  THIRD
 NH1006
 NH1006.The horizontal coordinates were established by classical geodetic methods
 NH1006.and adjusted by the National Geodetic Survey in November 1991..
 NH1006
 NH1006.The orthometric height was scaled from a topographic map.
 NH1006
 NH1006.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1006
 NH1006.The geoid height was determined by GEOID03.
 NH1006
 NH1006;                    North         East     Units Scale Factor Converg.
 NH1006;SPC WI S     -    68,909.458   727,973.565   MT  1.00002726   +1 04 17.9
 NH1006;SPC WI S     -   226,080.45  2,388,359.94   sFT  1.00002726   +1 04 17.9
 NH1006;UTM  16      - 4,718,459.198   381,857.507   MT  0.99977172   -0 58 30.8
 NH1006
 NH1006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1006!SPC WI S     -   0.99995502  x   1.00002726  =   0.99998227
 NH1006!UTM  16      -   0.99995502  x   0.99977172  =   0.99972675
 NH1006
 NH1006|---------------------------------------------------------------------|
 NH1006| PID    Reference Object                     Distance      Geod. Az  |
 NH1006|                                                           dddmmss.s |
 NH1006| CJ7905 CALEDONIA PP 2                       10.668 METERS 01159     |
 NH1006| NH1011 SPRING PRAIRIE RAD KSD 94 MAST      APPROX. 9.8 KM 0174312.3 |
 NH1006| CI9946 LAKE GENEVA RM 1                     64.779 METERS 15747     |
 NH1006| CI9947 LAKE GENEVA RM 2                     73.913 METERS 21531     |
 NH1006| CI9945 LAKE GENEVA AZ MK                                  2834658.5 |
 NH1006| CJ7904 CALEDONIA PP 1                       17.374 METERS 28535     |
 NH1006| NH1009 LAKELAND HOSPITAL WATER TANK        APPROX. 7.2 KM 3224117.1 |
 NH1006| NH1008 LAKELAND HOSPITAL STACK             APPROX. 7.3 KM 3225528.1 |
 NH1006|---------------------------------------------------------------------|
 NH1006
 NH1006                          SUPERSEDED SURVEY CONTROL
 NH1006
 NH1006  NAD 83(1986)-  42 36 34.25622(N)    088 26 25.27608(W) AD(       ) 3
 NH1006  NAD 27      -  42 36 34.19720(N)    088 26 24.92930(W) AD(       ) 3
 NH1006
 NH1006.Superseded values are not recommended for survey control.
 NH1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1006.See file dsdata.txt to determine how the superseded data were derived.
 NH1006
 NH1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8185818459(NAD 83)
 NH1006_MARKER: DS = TRIANGULATION STATION DISK
 NH1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1006
 NH1006  HISTORY     - Date     Condition        Report By
 NH1006  HISTORY     - 1957     MONUMENTED       CGS
 NH1006  HISTORY     - 1974     MARK NOT FOUND   LOCSUR
 NH1006  HISTORY     - 1975     GOOD             ALSTER
 NH1006
 NH1006                          STATION DESCRIPTION
 NH1006
 NH1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1006'THE STATION IS LOCATED AT THE NORTH EDGE OF LAKE GENEVA ON
 NH1006'PROPERTY OWNED BY MR. STEPHAN CEISEL.  IT IS 200 FEET NORTH
 NH1006'OF THE NORTH EDGE OF THE OAK HILL CEMETERY, 57 FEET SOUTHEAST
 NH1006'OF A 4 INCH ELM TREE, 33 FEET SOUTHWEST OF A 6 INCH ELM TREE
 NH1006'WITH A TRIANGULAR BLAZE ON THE SOUTHWEST SIDE, 10 FEET SOUTHWEST
 NH1006'OF A WHITE WITNESS POST AND ON THE HIGHEST POINT OF A SMALL
 NH1006'KNOLL.  THE MARK IS FLUSH AND THE DISK IS STAMPED LAKE GENEVA
 NH1006'1957.
 NH1006'
 NH1006'TO REACH THE STATION FROM THE INTERSECTION OF GEORGE ST. AND
 NH1006'MADISON ST. IN THE NORTH EDGE OF LAKE GENEVA, GO NORTH ON
 NH1006'MADISON ST. FOR 0.35 MILE TO THE ENTRANCE TO THE OAK HILL
 NH1006'CEMETERY ON THE RIGHT.* TURN RIGHT INTO THE CEMETERY AND
 NH1006'KEEP TO THE RIGHT ON THE PAVED ROAD FOR 0.3 MILE TO THE
 NH1006'NORTHEAST CORNER OF THE CEMETERY.  TURN LEFT AT THIS POINT AND
 NH1006'GO WEST ALONG THE FENCE FOR 0.1 MILE.  AT THIS POINT A FENCE
 NH1006'WILL HAVE TO BE TAKEN DOWN.  TURN RIGHT AND DRIVE NORTH
 NH1006'ACROSS A FIELD FOR 0.05 MILE TO A SMALL KNOLL AND THE
 NH1006'STATION AS DESCRIBED.
 NH1006'
 NH1006'TO REACH THE AZIMUTH FROM THIS POINT*, CONTINUE STRAIGHT AHEAD
 NH1006'AND GO WEST ON A GRAVELED ROAD FOR 0.35 MILE TO THE JUNCTION
 NH1006'OF U.S. HIGHWAY 12.  TURN RIGHT AND GO NORTHWESTERLY ON HIGHWAY
 NH1006'12 FOR 1.1 MILES TO A GRAVELED SIDE ROAD LEFT AND THE AZIMUTH
 NH1006'IN THE SOUTHEAST ANGLE.
 NH1006'
 NH1006'REFERENCE MARK 1 IS 7 FEET NORTHEAST OF A 6 INCH CEDAR TREE
 NH1006'AND 1 FOOT NORTH OF THE CEMETERY FENCE.  THE MARK IS FLUSH
 NH1006'AND THE DISK IS STAMPED LAKE GENEVA NO 1 1957.
 NH1006'
 NH1006'REFERENCE MARK 2 IS 10 FEET NORTHEAST OF A 20 INCH OAK TREE
 NH1006'AND 1 FOOT NORTH OF THE CEMETERY FENCE.  THE MARK IS FLUSH
 NH1006'AND THE DISK IS STAMPED LAKE GENEVA NO 2 1957.
 NH1006'
 NH1006'AZIMUTH MARK IS 38 FEET SOUTHEAST OF THE INTERSECTION OF
 NH1006'U.S. HIGHWAY 12 AND A GRAVELED ROAD SOUTH, 52 FEET NORTHEAST
 NH1006'OF THE NORTHEAST EDGE OF A LAKE AND 4 FEET SOUTHEAST OF A
 NH1006'WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 NH1006'LAKE GENEVA 1957.
 NH1006'
 NH1006'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NH1006
 NH1006                          STATION RECOVERY (1974)
 NH1006
 NH1006'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 NH1006'RECOVERED BY KOLB SURVEYING
 NH1006'
 NH1006'USC AND GS DISK STAMPED LAKE GENEVA 1957-GONE
 NH1006'
 NH1006'COMPLETED A THOROUGH SEARCH FOR MONUMENT BY DIGGING AS MUCH
 NH1006'AS WE COULD IN WINTER WEATHER.  COULD POSSIBLY HAVE BEEN
 NH1006'COVERED BY SEVERAL FEET OF FILL.
 NH1006
 NH1006                          STATION RECOVERY (1975)
 NH1006
 NH1006'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1975 (TGH)
 NH1006'LAKE GENEVA 1957-GOOD
 NH1006'
 NH1006'REF. MON.S NOT LOOKED FOR.
 NH1006'
 NH1006'AZ MK. LOOKED FOR AND NOT FOUND.  (TIES FALL IN GRAVEL RD.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4902 ***********************************************************************
 DG4902  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4902  DESIGNATION -  LAKE GENEVA GPS
 DG4902  PID         -  DG4902
 DG4902  STATE/COUNTY-  WI/WALWORTH
 DG4902  USGS QUAD   -  LAKE GENEVA (1976)
 DG4902
 DG4902                         *CURRENT SURVEY CONTROL
 DG4902  ___________________________________________________________________
 DG4902* NAD 83(1997)-  42 35 41.94564(N)    088 24 01.63229(W)     ADJUSTED  
 DG4902* NAVD 88     -       267.56   (meters)     877.8    (feet)  GPS OBS   
 DG4902  ___________________________________________________________________
 DG4902  X           -     131,269.708 (meters)                     COMP
 DG4902  Y           -  -4,700,861.008 (meters)                     COMP
 DG4902  Z           -   4,294,646.017 (meters)                     COMP
 DG4902  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 DG4902  ELLIP HEIGHT-         233.40  (meters)          (04/02/04) GPS OBS
 DG4902  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 DG4902
 DG4902  HORZ ORDER  -  FIRST
 DG4902  ELLP ORDER  -  FOURTH    CLASS I
 DG4902
 DG4902.The horizontal coordinates were established by GPS observations
 DG4902.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4902
 DG4902.The orthometric height was determined by GPS observations and a
 DG4902.high-resolution geoid model using precise GPS observation and
 DG4902.processing techniques.
 DG4902
 DG4902.Photographs are available for this station.
 DG4902
 DG4902.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4902
 DG4902.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4902
 DG4902.The ellipsoidal height was determined by GPS observations
 DG4902.and is referenced to NAD 83.
 DG4902
 DG4902.The geoid height was determined by GEOID03.
 DG4902
 DG4902;                    North         East     Units Scale Factor Converg.
 DG4902;SPC WI S     -    67,357.478   731,277.952   MT  1.00003077   +1 05 56.6
 DG4902;SPC WI S     -   220,988.66  2,399,201.08   sFT  1.00003077   +1 05 56.6
 DG4902;UTM  16      - 4,716,790.619   385,103.501   MT  0.99976242   -0 56 52.6
 DG4902
 DG4902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4902!SPC WI S     -   0.99996340  x   1.00003077  =   0.99999417
 DG4902!UTM  16      -   0.99996340  x   0.99976242  =   0.99972583
 DG4902
 DG4902                          SUPERSEDED SURVEY CONTROL
 DG4902
 DG4902.No superseded survey control is available for this station.
 DG4902
 DG4902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8510416791(NAD 83)
 DG4902_MARKER: DD = SURVEY DISK
 DG4902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4902_STAMPING: LAKE GENEVA GPS 2002
 DG4902_MARK LOGO: WIDT  
 DG4902_PROJECTION: FLUSH
 DG4902_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4902+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4902
 DG4902  HISTORY     - Date     Condition        Report By
 DG4902  HISTORY     - 2001     MONUMENTED       WIDT
 DG4902
 DG4902                          STATION DESCRIPTION
 DG4902
 DG4902'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4902'THE STATION IS LOCATED ABOUT 46 KM WEST OF KENOSHA, 21 KM SOUTHEAST OF
 DG4902'ELKHORN AND 15 KM EAST OF WILLIAMS BAY.  OWNERSHIP--WISCONSIN
 DG4902'DEPARTMENT OF TRANSPORTATION. TO REACH THE STATION FROM THE JUNCTION
 DG4902'OF US HIGHWAY 12 WITH STATE HIGHWAY 50 ABOUT 1 KM EAST OF THE CITY OF
 DG4902'LAKE GENEVA, GO EAST ON STATE HIGHWAY 50 FOR 0.7 KM TO THE STATION ON
 DG4902'THE RIGHT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DG4902'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DG4902'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 2 M
 DG4902'ABOVE THE HIGHWAY PAVEMENT. THE STATION IS 26 M SOUTH OF THE
 DG4902'CENTERLINE OF STATE HIGHWAY 50 EAST BOUND LANE, 200 M WEST OF STATE
 DG4902'HIGHWAY 50 TURN AROUND AND 4.3 M NORTH OF CHAIN LINK FENCE AROUND THE
 DG4902'--WASTE WATER TREATMENT PLANT--.  ---NOTE---THE STATION IS NORTH,
 DG4902'SOUTHEAST AND  SOUTHWEST OF THREE ORANGE 4X4 PLASTIC WITNESS POSTS.
 DG4902'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DG4902'THAN 15 DEGREES ABOVE THE HORIZON.
 DG4902' 
 DG4902'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1005 ***********************************************************************
 NH1005  DESIGNATION -  LAKE GENEVA MUNICIPAL TANK
 NH1005  PID         -  NH1005
 NH1005  STATE/COUNTY-  WI/WALWORTH
 NH1005  USGS QUAD   -  LAKE GENEVA (1976)
 NH1005
 NH1005                         *CURRENT SURVEY CONTROL
 NH1005  ___________________________________________________________________
 NH1005* NAD 83(1991)-  42 35 26.69527(N)    088 25 32.90342(W)     ADJUSTED  
 NH1005* NAVD 88     -                                                        
 NH1005  ___________________________________________________________________
 NH1005  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 NH1005  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 NH1005
 NH1005  HORZ ORDER  -  THIRD
 NH1005
 NH1005.The horizontal coordinates were established by classical geodetic methods
 NH1005.and adjusted by the National Geodetic Survey in November 1991..
 NH1005
 NH1005
 NH1005.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1005
 NH1005.The geoid height was determined by GEOID03.
 NH1005
 NH1005;                    North         East     Units Scale Factor Converg.
 NH1005;SPC WI S     -    66,847.370   729,206.306   MT  1.00003180   +1 04 53.9
 NH1005;SPC WI S     -   219,315.08  2,392,404.36   sFT  1.00003180   +1 04 53.9
 NH1005;SPC IL E     -   657,724.901   292,409.987   MT  0.99997571   -0 03 45.3
 NH1005;SPC IL E     - 2,157,885.78    959,348.43   sFT  0.99997571   -0 03 45.3
 NH1005;UTM  16      - 4,716,354.945   383,015.513   MT  0.99976837   -0 57 54.1
 NH1005
 NH1005                          SUPERSEDED SURVEY CONTROL
 NH1005
 NH1005  NAD 83(1986)-  42 35 26.69177(N)    088 25 32.91144(W) AD(       ) 4
 NH1005  NAD 27      -  42 35 26.62700(N)    088 25 32.56000(W) AD(       ) 3
 NH1005
 NH1005.Superseded values are not recommended for survey control.
 NH1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1005.See file dsdata.txt to determine how the superseded data were derived.
 NH1005
 NH1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8301616355(NAD 83)
 NH1005_MARKER: 53 = ELEVATED TANK
 NH1005
 NH1005  HISTORY     - Date     Condition        Report By
 NH1005  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1005
 NH1005                          STATION DESCRIPTION
 NH1005
 NH1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1005'THIS STATION IS THE MUNICIPAL TANK IN THE TOWN OF LAKE GENEVA,
 NH1005'WISCONSIN.  IT IS LOCATED ON A HIGH MOUND ON THE EAST SIDE OF
 NH1005'THE TOWN, ABOUT 65 FEET WEST OF THE CENTERLINE OF EAST STREET,
 NH1005'AND ABOUT 0.1 MILE SOUTH OF MAIN STREET.  THE TANK WAS ERECTED
 NH1005'IN 1900.  IT IS NOT VERY PROMINENT.
 NH1005'
 NH1005'THE TANK HAS A RED BRICK BASE ABOUT 30 FEET IN DIAMETER AND
 NH1005'ABOUT 90 FEET HIGH.  THE GREEN HOOPED WOODEN TANK, ABOUT 25 FEET
 NH1005'HIGH, SETS ON AN OCTAGONAL GREEN WOODEN PLATFORM WITH A BLACK
 NH1005'RAIL.  THE FLAT CONICAL ROOF HAS A BALL AND LIGHT AT ITS APEX.
 NH1005'THE TOTAL HEIGHT IS ABOUT 120 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1007 ***********************************************************************
 NH1007  DESIGNATION -  LAKE GENEVA ST FRANCIS CH CUP
 NH1007  PID         -  NH1007
 NH1007  STATE/COUNTY-  WI/WALWORTH
 NH1007  USGS QUAD   -  LAKE GENEVA (1976)
 NH1007
 NH1007                         *CURRENT SURVEY CONTROL
 NH1007  ___________________________________________________________________
 NH1007* NAD 83(1991)-  42 35 29.00655(N)    088 25 28.64412(W)     ADJUSTED  
 NH1007* NAVD 88     -                                                        
 NH1007  ___________________________________________________________________
 NH1007  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 NH1007  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 NH1007
 NH1007  HORZ ORDER  -  THIRD
 NH1007
 NH1007.The horizontal coordinates were established by classical geodetic methods
 NH1007.and adjusted by the National Geodetic Survey in November 1991..
 NH1007
 NH1007
 NH1007.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1007
 NH1007.The geoid height was determined by GEOID03.
 NH1007
 NH1007;                    North         East     Units Scale Factor Converg.
 NH1007;SPC WI S     -    66,920.513   729,302.057   MT  1.00003164   +1 04 56.8
 NH1007;SPC WI S     -   219,555.05  2,392,718.50   sFT  1.00003164   +1 04 56.8
 NH1007;SPC IL E     -   657,796.113   292,507.174   MT  0.99997569   -0 03 42.4
 NH1007;SPC IL E     - 2,158,119.41    959,667.29   sFT  0.99997569   -0 03 42.4
 NH1007;UTM  16      - 4,716,424.603   383,113.789   MT  0.99976809   -0 57 51.3
 NH1007
 NH1007                          SUPERSEDED SURVEY CONTROL
 NH1007
 NH1007  NAD 83(1986)-  42 35 29.00281(N)    088 25 28.65211(W) AD(       ) 4
 NH1007  NAD 27      -  42 35 28.93900(N)    088 25 28.30100(W) AD(       ) 3
 NH1007
 NH1007.Superseded values are not recommended for survey control.
 NH1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1007.See file dsdata.txt to determine how the superseded data were derived.
 NH1007
 NH1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8311416425(NAD 83)
 NH1007_MARKER: 86 = CUPOLA
 NH1007
 NH1007  HISTORY     - Date     Condition        Report By
 NH1007  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1007
 NH1007                          STATION DESCRIPTION
 NH1007
 NH1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1007'THIS STATION IS THE CUPOLA ON THE ST. FRANCIS OF SALES CHURCH,
 NH1007'IN THE TOWN OF LAKE GENEVA, WISCONSIN.  IT IS LOCATED ON A HIGH
 NH1007'MOUND ON THE EXTREME EAST SIDE OF THE TOWN, ABOUT 0.15 MILE WEST
 NH1007'OF THE CITY LIMITS, ABOUT 90 FEET SOUTH OF THE CENTERLINE OF MAIN
 NH1007'STREET, (RT. 50), AND ABOUT 250 FEET EAST OF EAST STREET.  THE
 NH1007'CHURCH WAS ERECTED IN 1889.  IT IS NOT ESPECIALLY PROMINENT.
 NH1007'
 NH1007'THE CUPOLA IS ON THE NORTH END OF A GREY BRICK CHURCH.  THE
 NH1007'BASE IS A GREY AND RED BRICK TOWER ABOUT 70 FEET HIGH WITH A
 NH1007'GREY SHINGLED ROOF.  AT THE APEX OF THE ROOF IS THE OCTAGONAL
 NH1007'GREEN CUPOLA WITH A SLIM TALL GOTHIC OPENING ON EACH SIDE.  THIS
 NH1007'CUPOLA IS ABOUT 10 FEET HIGH.  THE CONE-SHAPED ROOF IS ABOUT
 NH1007'15 FEET HIGH AND HAS A 5-FOOT CROSS AT ITS APEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AG9592 ***********************************************************************
 AG9592  DESIGNATION -  LAKE GPS
 AG9592  PID         -  AG9592
 AG9592  STATE/COUNTY-  WI/PRICE
 AG9592  USGS QUAD   -  KENNEDY (1970)
 AG9592
 AG9592                         *CURRENT SURVEY CONTROL
 AG9592  ___________________________________________________________________
 AG9592* NAD 83(1997)-  45 54 13.66943(N)    090 40 30.13439(W)     ADJUSTED  
 AG9592* NAVD 88     -       442.0    (meters)    1450.     (feet)  GPS OBS   
 AG9592  ___________________________________________________________________
 AG9592  X           -     -52,383.332 (meters)                     COMP
 AG9592  Y           -  -4,445,983.679 (meters)                     COMP
 AG9592  Z           -   4,558,108.796 (meters)                     COMP
 AG9592  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 AG9592  ELLIP HEIGHT-         411.72  (meters)          (12/26/02) GPS OBS
 AG9592  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 AG9592
 AG9592  HORZ ORDER  -  FIRST
 AG9592  ELLP ORDER  -  THIRD     CLASS II
 AG9592
 AG9592.The horizontal coordinates were established by GPS observations
 AG9592.and adjusted by the National Geodetic Survey in December 2002..
 AG9592
 AG9592.The orthometric height was determined by GPS observations and a
 AG9592.high-resolution geoid model.
 AG9592
 AG9592.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9592
 AG9592.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9592
 AG9592.The ellipsoidal height was determined by GPS observations
 AG9592.and is referenced to NAD 83.
 AG9592
 AG9592.The geoid height was determined by GEOID03.
 AG9592
 AG9592;                    North         East     Units Scale Factor Converg.
 AG9592;SPC WI N     -    82,149.938   547,621.772   MT  0.99995591   -0 29 13.0
 AG9592;SPC WI N     -   269,520.25  1,796,655.76   sFT  0.99995591   -0 29 13.0
 AG9592;UTM  15      - 5,085,987.204   680,337.489   MT  0.99999982   +1 40 12.6
 AG9592
 AG9592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9592!SPC WI N     -   0.99993546  x   0.99995591  =   0.99989137
 AG9592!UTM  15      -   0.99993546  x   0.99999982  =   0.99993528
 AG9592
 AG9592                          SUPERSEDED SURVEY CONTROL
 AG9592
 AG9592  NAD 83(1991)-  45 54 13.66912(N)    090 40 30.13333(W) AD(       ) 1
 AG9592
 AG9592.Superseded values are not recommended for survey control.
 AG9592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9592.See file dsdata.txt to determine how the superseded data were derived.
 AG9592
 AG9592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL8033785987(NAD 83)
 AG9592_MARKER: DD = SURVEY DISK
 AG9592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9592_STAMPING: LAKE GPS 1995
 AG9592_MARK LOGO: WI-099
 AG9592_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9592+STABILITY: SURFACE MOTION
 AG9592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9592+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AG9592
 AG9592  HISTORY     - Date     Condition        Report By
 AG9592  HISTORY     - 1995     MONUMENTED       WI-099
 AG9592
 AG9592                          STATION DESCRIPTION
 AG9592
 AG9592'DESCRIBED BY PRICE COUNTY WISCONSIN 1995 (AS)
 AG9592'STATION IS LOCATED ABOUT 40 MI (64.4 KM) EAST OF HAYWARD IN THE NW1/4,
 AG9592'SECTION 31, T40N, R2W.  TO REACH STATION FROM THE JUNCTION OF S.T.H.
 AG9592'70 AND C.T.H.  GG, IN LORETTA, WHICH IS 36.1 MI (58.1 KM) SOUTHEAST OF
 AG9592'HAYWARD.  GO EAST ON S.T.H.  70, 5.6 MI (9.0 KM) TO THE JUNCTION WITH
 AG9592'C.T.H.  EE, TURN LEFT AND NORTHEAST ON C.T.H.  EE, GO 3.8 MI (6.1 KM)
 AG9592'TO STATION.  STATION IS LOCATED 0.1 MI (0.2 KM) EAST OF THE SAWYER
 AG9592'CO.-PRICE CO.  LINE AND 37 FT (11.3 M) SOUTH OF CENTERLINE OF C.T.H.
 AG9592'EE.  STATION MARK IS A BRASS CAP, SET IN CONCRETE, 1 FT (0.3 M) IN DIA
 AG9592'BY 6 FT (1.8 M) LONG, FLUSH IN GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0661 ***********************************************************************
 QM0661  DESIGNATION -  LAKE JULIA LOOKOUT TOWER
 QM0661  PID         -  QM0661
 QM0661  STATE/COUNTY-  WI/FOREST
 QM0661  USGS QUAD   -  JULIA LAKE (1980)
 QM0661
 QM0661                         *CURRENT SURVEY CONTROL
 QM0661  ___________________________________________________________________
 QM0661* NAD 83(1991)-  45 48 47.79812(N)    089 01 41.16947(W)     ADJUSTED  
 QM0661* NAVD 88     -       532.     (meters)    1745.     (feet)  SCALED    
 QM0661  ___________________________________________________________________
 QM0661  LAPLACE CORR-          -4.10  (seconds)                    DEFLEC99
 QM0661  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 QM0661
 QM0661  HORZ ORDER  -  THIRD
 QM0661
 QM0661.The horizontal coordinates were established by classical geodetic methods
 QM0661.and adjusted by the National Geodetic Survey in November 1991..
 QM0661
 QM0661.The orthometric height was scaled from a topographic map.
 QM0661
 QM0661.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0661
 QM0661.The geoid height was determined by GEOID03.
 QM0661
 QM0661;                    North         East     Units Scale Factor Converg.
 QM0661;SPC WI N     -    72,328.760   675,534.645   MT  0.99996438   +0 42 04.0
 QM0661;SPC WI N     -   237,298.61  2,216,316.58   sFT  0.99996438   +0 42 04.0
 QM0661;UTM  16      - 5,075,301.774   342,432.800   MT  0.99990523   -1 27 16.5
 QM0661
 QM0661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0661!SPC WI N     -   0.99992167  x   0.99996438  =   0.99988606
 QM0661!UTM  16      -   0.99992167  x   0.99990523  =   0.99982691
 QM0661
 QM0661                          SUPERSEDED SURVEY CONTROL
 QM0661
 QM0661  NAD 83(1986)-  45 48 47.79279(N)    089 01 41.16709(W) AD(       ) 4
 QM0661  NAD 27      -  45 48 47.94100(N)    089 01 40.71900(W) AD(       ) 3
 QM0661
 QM0661.Superseded values are not recommended for survey control.
 QM0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0661.See file dsdata.txt to determine how the superseded data were derived.
 QM0661
 QM0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR4243375302(NAD 83)
 QM0661_MARKER: 57 = LOOKOUT TOWER
 QM0661
 QM0661  HISTORY     - Date     Condition        Report By
 QM0661  HISTORY     - 1940     FIRST OBSERVED   CGS
 QM0661
 QM0661                          STATION DESCRIPTION
 QM0661
 QM0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 QM0661'STATION IS 7 MILES EAST OF THREE LAKES, 12 MILES SOUTHEAST OF
 QM0661'EAGLE RIVER, 8 MILES NORTH OF HILES, IN SOUTHWEST QUARTER
 QM0661'SEC. 32, T 39 N. R. 12 E, IN NICOLET NATIONAL FOREST.
 QM0661'
 QM0661'TO REACH FROM THREE LAKES, GO EAST ON STATE HIGHWAY 32 FOR
 QM0661'5.0 MILES AND TURN LEFT, (NORTH), OFF HIGHWAY AT NORTH END OF
 QM0661'VIRGIN LAKE, GO 1.45 MILES AND TURN RIGHT, EAST ON SAND ROAD,
 QM0661'GO 2.05 MILES AND TURN RIGHT, SOUTH GO 0.25 MILES UP HILL TO
 QM0661'STATION.
 QM0661'
 QM0661'TOWER IS STANDARD 100-FOOT STRUCTURAL STEEL LOOKOUT TOWER,
 QM0661'AND 11.667 METERS EAST-SOUTHEAST OF FIRST-ORDER STATION JULIA.
 QM0661'
 QM0661'OBJECT SIGHTED ON WAS TEMPORARY POINT AT CENTER OF BASE OF TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0894 ***********************************************************************
 OM0894  DESIGNATION -  LAKE MILLS CREAMERY MFG CO TK
 OM0894  PID         -  OM0894
 OM0894  STATE/COUNTY-  WI/JEFFERSON
 OM0894  USGS QUAD   -  LAKE MILLS (1976)
 OM0894
 OM0894                         *CURRENT SURVEY CONTROL
 OM0894  ___________________________________________________________________
 OM0894* NAD 83(1991)-  43 04 46.42598(N)    088 54 04.48595(W)     ADJUSTED  
 OM0894* NAVD 88     -                                                        
 OM0894  ___________________________________________________________________
 OM0894  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 OM0894  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 OM0894
 OM0894  HORZ ORDER  -  THIRD
 OM0894
 OM0894.The horizontal coordinates were established by classical geodetic methods
 OM0894.and adjusted by the National Geodetic Survey in November 1991..
 OM0894
 OM0894
 OM0894.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0894
 OM0894.The geoid height was determined by GEOID03.
 OM0894
 OM0894;                    North         East     Units Scale Factor Converg.
 OM0894;SPC WI S     -   120,518.472   689,470.548   MT  0.99994822   +0 45 17.8
 OM0894;SPC WI S     -   395,401.02  2,262,037.96   sFT  0.99994822   +0 45 17.8
 OM0894;UTM  16      - 4,771,404.382   345,230.712   MT  0.99989468   -1 17 55.8
 OM0894
 OM0894                          SUPERSEDED SURVEY CONTROL
 OM0894
 OM0894  NAD 83(1986)-  43 04 46.41877(N)    088 54 04.49198(W) AD(       ) 4
 OM0894  NAD 27      -  43 04 46.41600(N)    088 54 04.10500(W) AD(       ) 3
 OM0894
 OM0894.Superseded values are not recommended for survey control.
 OM0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0894.See file dsdata.txt to determine how the superseded data were derived.
 OM0894
 OM0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4523171404(NAD 83)
 OM0894
 OM0894  HISTORY     - Date     Condition        Report By
 OM0894  HISTORY     - 1957     MONUMENTED       CGS
 OM0894  HISTORY     - 1958     SEE DESCRIPTION  CGS
 OM0894  HISTORY     - 20021227 MARK NOT FOUND   USPSQD
 OM0894  HISTORY     - 20021227 MARK NOT FOUND   USPSQD
 OM0894
 OM0894                          STATION DESCRIPTION
 OM0894
 OM0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 OM0894'THE STATION IS THE FINIAL ON THE TOP OF THE TANK.  IT IS A
 OM0894'BLACK METAL TANK SUPPORTED BY A 4 LEGGED STEEL STRUCTURE AND IS
 OM0894'ABOUT 75 FEET HIGH.  IT IS IN THE CENTRAL PART OF THE FACTORY.
 OM0894'
 OM0894'THE PLANT IS LOCATED IN THE EASTERN SECTION OF LAKE MILLS AND
 OM0894'IN THE NORTHEAST QUADRANT FORMED BY FARGO STREET AND EAST
 OM0894'LAKE STREET.
 OM0894
 OM0894                          STATION RECOVERY (1958)
 OM0894
 OM0894'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM0894'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 OM0894
 OM0894                          STATION RECOVERY (2002)
 OM0894
 OM0894'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0894'NO STACK WAS FOUND AT THE SITE.  IT IS NOW OPERATED BY K-DEE SUPPLY
 OM0894'INC.
 OM0894
 OM0894                          STATION RECOVERY (2002)
 OM0894
 OM0894'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0894'NO TANK WAS FOUND AT THE SITE.  IT IS NOW OPERATED BY K-DEE SUPPLY
 OM0894'INC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0895 ***********************************************************************
 OM0895  DESIGNATION -  LAKE MILLS CREAMERY MFG CO STK
 OM0895  PID         -  OM0895
 OM0895  STATE/COUNTY-  WI/JEFFERSON
 OM0895  USGS QUAD   -  LAKE MILLS (1976)
 OM0895
 OM0895                         *CURRENT SURVEY CONTROL
 OM0895  ___________________________________________________________________
 OM0895* NAD 83(1991)-  43 04 46.44554(N)    088 54 04.10785(W)     ADJUSTED  
 OM0895* NAVD 88     -                                                        
 OM0895  ___________________________________________________________________
 OM0895  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 OM0895  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 OM0895
 OM0895  HORZ ORDER  -  THIRD
 OM0895
 OM0895.The horizontal coordinates were established by classical geodetic methods
 OM0895.and adjusted by the National Geodetic Survey in November 1991..
 OM0895
 OM0895
 OM0895.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0895
 OM0895.The geoid height was determined by GEOID03.
 OM0895
 OM0895;                    North         East     Units Scale Factor Converg.
 OM0895;SPC WI S     -   120,519.188   689,479.092   MT  0.99994822   +0 45 18.1
 OM0895;SPC WI S     -   395,403.37  2,262,065.99   sFT  0.99994822   +0 45 18.1
 OM0895;UTM  16      - 4,771,404.792   345,239.276   MT  0.99989464   -1 17 55.5
 OM0895
 OM0895                          SUPERSEDED SURVEY CONTROL
 OM0895
 OM0895  NAD 83(1986)-  43 04 46.43832(N)    088 54 04.11390(W) AD(       ) 4
 OM0895  NAD 27      -  43 04 46.43600(N)    088 54 03.72700(W) AD(       ) 3
 OM0895
 OM0895.Superseded values are not recommended for survey control.
 OM0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0895.See file dsdata.txt to determine how the superseded data were derived.
 OM0895
 OM0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4523971405(NAD 83)
 OM0895
 OM0895  HISTORY     - Date     Condition        Report By
 OM0895  HISTORY     - 1957     MONUMENTED       CGS
 OM0895  HISTORY     - 1958     SEE DESCRIPTION  CGS
 OM0895  HISTORY     - 20021227 MARK NOT FOUND   USPSQD
 OM0895
 OM0895                          STATION DESCRIPTION
 OM0895
 OM0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 OM0895'THE STATION IS THE FINIAL AT THE APEX OF THE STACK.  THE STACK IS
 OM0895'OF RED BRICK CONSTRUCTION AND THE OVERALL HEIGHT IS 100 FEET.
 OM0895'THE STACK IS LOCATED IN THE EAST CENTRAL PART OF THE PLANT
 OM0895'AND IS IN THE EAST PART OF TOWN.  IT IS ATTACHED TO BUILDING
 OM0895'18A WHICH IS NORTHEAST OF INTERSECTION OF FARGO STREET AND E.
 OM0895'LAKE STREET.
 OM0895
 OM0895                          STATION RECOVERY (1958)
 OM0895
 OM0895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM0895'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 OM0895
 OM0895                          STATION RECOVERY (2002)
 OM0895
 OM0895'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0895'NO STACK WAS FOUND AT THE SITE.  IT IS NOW OPERATED BY K-DEE SUPPLY
 OM0895'INC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4903 ***********************************************************************
 DG4903  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4903  DESIGNATION -  LAKE MILLS GPS
 DG4903  PID         -  DG4903
 DG4903  STATE/COUNTY-  WI/JEFFERSON
 DG4903  USGS QUAD   -  JEFFERSON (1971)
 DG4903
 DG4903                         *CURRENT SURVEY CONTROL
 DG4903  ___________________________________________________________________
 DG4903* NAD 83(1997)-  43 05 14.71999(N)    088 51 43.61920(W)     ADJUSTED  
 DG4903* NAVD 88     -       252.74   (meters)     829.2    (feet)  GPS OBS   
 DG4903  ___________________________________________________________________
 DG4903  X           -      92,649.551 (meters)                     COMP
 DG4903  Y           -  -4,664,563.681 (meters)                     COMP
 DG4903  Z           -   4,334,748.762 (meters)                     COMP
 DG4903  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 DG4903  ELLIP HEIGHT-         218.29  (meters)          (04/02/04) GPS OBS
 DG4903  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 DG4903
 DG4903  HORZ ORDER  -  FIRST
 DG4903  ELLP ORDER  -  FOURTH    CLASS I
 DG4903
 DG4903.The horizontal coordinates were established by GPS observations
 DG4903.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4903
 DG4903.The orthometric height was determined by GPS observations and a
 DG4903.high-resolution geoid model using precise GPS observation and
 DG4903.processing techniques.
 DG4903
 DG4903.Photographs are available for this station.
 DG4903
 DG4903.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4903
 DG4903.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4903
 DG4903.The ellipsoidal height was determined by GPS observations
 DG4903.and is referenced to NAD 83.
 DG4903
 DG4903.The geoid height was determined by GEOID03.
 DG4903
 DG4903;                    North         East     Units Scale Factor Converg.
 DG4903;SPC WI S     -   121,434.217   692,644.733   MT  0.99994747   +0 46 54.6
 DG4903;SPC WI S     -   398,405.43  2,272,451.93   sFT  0.99994747   +0 46 54.6
 DG4903;UTM  16      - 4,772,205.727   348,435.489   MT  0.99988260   -1 16 20.2
 DG4903
 DG4903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4903!SPC WI S     -   0.99996577  x   0.99994747  =   0.99991324
 DG4903!UTM  16      -   0.99996577  x   0.99988260  =   0.99984837
 DG4903
 DG4903                          SUPERSEDED SURVEY CONTROL
 DG4903
 DG4903.No superseded survey control is available for this station.
 DG4903
 DG4903_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4843572206(NAD 83)
 DG4903_MARKER: DD = SURVEY DISK
 DG4903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4903_STAMPING: LAKE MILLS GPS 1992
 DG4903_MARK LOGO: WI-055
 DG4903_PROJECTION: FLUSH
 DG4903_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4903+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4903
 DG4903  HISTORY     - Date     Condition        Report By
 DG4903  HISTORY     - 1992     MONUMENTED       WI-055
 DG4903  HISTORY     - 2001     GOOD             WIDT
 DG4903
 DG4903                          STATION DESCRIPTION
 DG4903
 DG4903'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4903'THE STATION IS LOCATED ABOUT 42 KM EAST OF MADISON, 16 KM SOUTHEAST OF
 DG4903'WATERTOWN AND 8 KM WEST OF JOHNSON CREEK.  OWNERSHIP--TOWN OF MILFORD.
 DG4903'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 WITH
 DG4903'STATE HIGHWAY 89 ABOUT 1 KM NORTH OF THE CITY OF LAKE MILLS, GO SOUTH
 DG4903'ON STATE HIGHWAY 89 FOR 0.4 KM TO COUNTY HIGHWAY V, TURN LEFT AND GO
 DG4903'EAST ON COUNTY HIGHWAY V FOR 3.0 KM TO COUNTY HIGHWAY B, TURN LEFT AND
 DG4903'GO EAST ON COUNTY HIGHWAY B FOR 1.1 KM TO COUNTY HIGHWAY Q, TURN LEFT
 DG4903'AND GO NORTH ON COUNTY HIGHWAY Q FOR 1.7 KM TO THE INTERSTATE HIGHWAY
 DG4903'94 OVERPASS, CONTINUE NORTH ON COUNTY HIGHWAY Q FOR 0.1 KM TO MANSKE
 DG4903'ROAD ON THE LEFT, TURN LEFT AND GO WEST ON MANSKE ROAD FOR 0.2 KM TO
 DG4903'THE STATION ON THE LEFT.  THE STATION IS A BRONZE JEFFERSON COUNTY
 DG4903'GEODETIC  CONTROL MARKER DISK SET IN THE TOP OF A 30-CM DIAMETER
 DG4903'CONCRETE POST SET TO A DEPTH OF 1.8 M AND ABOUT 1 M ABOVE THE HIGHWAY
 DG4903'PAVEMENT.  THE STATION IS 6.0 M SOUTH OF THE CENTERLINE OF MANSKE
 DG4903'ROAD, 19.9 M NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF
 DG4903'INTERSTATE HIGHWAY 94, 69.0 M NORTHEAST OF A WOOD POST FOR A --MILE
 DG4903'262-- SIGN, AND 3.6 M NORTH OF A WOVEN WIRE FENCE.  ---NOTE---THE
 DG4903'STATION IS 1.0 M NORTH OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DG4903'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DG4903'THAN 15 DEGREES ABOVE THE HORIZON.
 DG4903' 
 DG4903'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0897 ***********************************************************************
 OM0897  DESIGNATION -  LAKE MILLS MUNICIPAL TOWER
 OM0897  PID         -  OM0897
 OM0897  STATE/COUNTY-  WI/JEFFERSON
 OM0897  USGS QUAD   -  LAKE MILLS (1976)
 OM0897
 OM0897                         *CURRENT SURVEY CONTROL
 OM0897  ___________________________________________________________________
 OM0897* NAD 83(1991)-  43 04 53.44809(N)    088 54 59.53915(W)     ADJUSTED  
 OM0897* NAVD 88     -                                                        
 OM0897  ___________________________________________________________________
 OM0897  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 OM0897  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 OM0897
 OM0897  HORZ ORDER  -  THIRD
 OM0897
 OM0897.The horizontal coordinates were established by classical geodetic methods
 OM0897.and adjusted by the National Geodetic Survey in November 1991..
 OM0897
 OM0897
 OM0897.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0897
 OM0897.The geoid height was determined by GEOID03.
 OM0897
 OM0897;                    North         East     Units Scale Factor Converg.
 OM0897;SPC WI S     -   120,718.847   688,222.544   MT  0.99994803   +0 44 40.0
 OM0897;SPC WI S     -   396,058.42  2,257,943.46   sFT  0.99994803   +0 44 40.0
 OM0897;UTM  16      - 4,771,649.342   343,990.755   MT  0.99989942   -1 18 33.6
 OM0897
 OM0897                          SUPERSEDED SURVEY CONTROL
 OM0897
 OM0897  NAD 83(1986)-  43 04 53.44068(N)    088 54 59.54548(W) AD(       ) 4
 OM0897  NAD 27      -  43 04 53.44400(N)    088 54 59.15600(W) AD(       ) 3
 OM0897
 OM0897.Superseded values are not recommended for survey control.
 OM0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0897.See file dsdata.txt to determine how the superseded data were derived.
 OM0897
 OM0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4399171649(NAD 83)
 OM0897
 OM0897  HISTORY     - Date     Condition        Report By
 OM0897  HISTORY     - 1957     MONUMENTED       CGS
 OM0897  HISTORY     - 1958     SEE DESCRIPTION  USGS
 OM0897  HISTORY     - 20021228 MARK NOT FOUND   USPSQD
 OM0897
 OM0897                          STATION DESCRIPTION
 OM0897
 OM0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 OM0897'THE STATION IS THE FINIAL AT THE APEX OF THE TOWER.  THE TOWER
 OM0897'IS OF CONCRETE CONSTRUCTION AND THE OVERALL HEIGHT IS 91
 OM0897'FEET.  THE TOWER IS LOCATED IN THE WEST SECTION OF THE TOWN OF
 OM0897'LAKE MILLS, 68 FEET SOUTH OF THE CENTERLINE OF TOWER STREET
 OM0897'AND 24 FEET WEST OF A HEAVY WOVEN WIRE FENCE.  THE MAST OF
 OM0897'RADIO STATION KSE 985 IS ATTACHED TO THE TOWER.
 OM0897
 OM0897                          STATION RECOVERY (1958)
 OM0897
 OM0897'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 OM0897'THE TOWER WAS TORN DOWN IN THE SUMMER OF 1958 AND A NEW WATER
 OM0897'TANK WAS ERECTED IN ITS APPROXIMATE POSITION.
 OM0897
 OM0897                          STATION RECOVERY (2002)
 OM0897
 OM0897'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0897'A MUNICIPAL TOWER AS DESCRIBED IN 1957 WAS NOT FOUND.  THERE IS A NEW
 OM0897'WATER TOWER AT THE SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4904 ***********************************************************************
 DG4904  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4904  DESIGNATION -  LAKE MILLS S GPS
 DG4904  PID         -  DG4904
 DG4904  STATE/COUNTY-  WI/JEFFERSON
 DG4904  USGS QUAD   -  LAKE MILLS (1976)
 DG4904
 DG4904                         *CURRENT SURVEY CONTROL
 DG4904  ___________________________________________________________________
 DG4904* NAD 83(1997)-  43 02 30.82631(N)    088 57 13.96089(W)     ADJUSTED  
 DG4904* NAVD 88     -       260.65   (meters)     855.1    (feet)  GPS OBS   
 DG4904  ___________________________________________________________________
 DG4904  X           -      85,242.102 (meters)                     COMP
 DG4904  Y           -  -4,668,164.963 (meters)                     COMP
 DG4904  Z           -   4,331,059.047 (meters)                     COMP
 DG4904  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 DG4904  ELLIP HEIGHT-         226.29  (meters)          (04/02/04) GPS OBS
 DG4904  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 DG4904
 DG4904  HORZ ORDER  -  FIRST
 DG4904  ELLP ORDER  -  FOURTH    CLASS I
 DG4904
 DG4904.The horizontal coordinates were established by GPS observations
 DG4904.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4904
 DG4904.The orthometric height was determined by GPS observations and a
 DG4904.high-resolution geoid model using precise GPS observation and
 DG4904.processing techniques.
 DG4904
 DG4904.Photographs are available for this station.
 DG4904
 DG4904.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4904
 DG4904.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4904
 DG4904.The ellipsoidal height was determined by GPS observations
 DG4904.and is referenced to NAD 83.
 DG4904
 DG4904.The geoid height was determined by GEOID03.
 DG4904
 DG4904;                    North         East     Units Scale Factor Converg.
 DG4904;SPC WI S     -   116,279.363   685,237.500   MT  0.99995210   +0 43 07.7
 DG4904;SPC WI S     -   381,493.21  2,248,150.03   sFT  0.99995210   +0 43 07.7
 DG4904;UTM  16      - 4,767,319.849   340,848.710   MT  0.99991160   -1 20 01.9
 DG4904
 DG4904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4904!SPC WI S     -   0.99996451  x   0.99995210  =   0.99991662
 DG4904!UTM  16      -   0.99996451  x   0.99991160  =   0.99987612
 DG4904
 DG4904                          SUPERSEDED SURVEY CONTROL
 DG4904
 DG4904.No superseded survey control is available for this station.
 DG4904
 DG4904_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4084967320(NAD 83)
 DG4904_MARKER: DD = SURVEY DISK
 DG4904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4904_STAMPING: LAKE MILLS S GPS 1992
 DG4904_MARK LOGO: WI-055
 DG4904_PROJECTION: FLUSH
 DG4904_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4904_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4904+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4904
 DG4904  HISTORY     - Date     Condition        Report By
 DG4904  HISTORY     - 1992     MONUMENTED       WI-055
 DG4904  HISTORY     - 2001     GOOD             WIDT
 DG4904
 DG4904                          STATION DESCRIPTION
 DG4904
 DG4904'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4904'THS STATION IS LOCATED ABOUT 7 KM NORTHEAST OF CAMBRIDGE AND 6 KM
 DG4904'SOUTHWEST OF LAKE MILLS.  OWNERSHIP--JEFFERSON COUNTY.  TO REACH THE
 DG4904'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 WITH STATE HIGHWAY
 DG4904'73 ABOUT 24 KM EAST NORTHEAST OF THE CITY OF MADISON, GO SOUTH ON
 DG4904'STATE HIGHWAY 73 FOR 3.0 KM TO COUNTY HIGHWAY BB, TURN LEFT AND GO
 DG4904'EAST ON COUNTY HIGHWAY BB FOR 5.5 KM TO COUNTY HIGHWAY O AND COUNTY
 DG4904'HIGHWAY B STRAIGHT AHEAD, CONTINUE EAST ON COUNTY HIGHWAY B FOR 4.5 KM
 DG4904'TO COUNTY HIGHWAY S ON THE RIGHT, TURN RIGHT AND GO SOUTH ON COUNTY
 DG4904'HIGHWAY S FOR 5.3 KM TO COUNTY HIGHWAY A, TURN RIGHT AND GO WEST ON
 DG4904'COUNTY HIGHWAY A FOR 0.2 KM TO THE STATION ON THE RIGHT.  THE STATION
 DG4904'IS A BRONZE JEFFERSON COUNTY GEODETIC CONTROL MARKER DISK SET IN THE
 DG4904'TOP OF A 30-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8 M AND
 DG4904'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 13.3 M
 DG4904'NORTHWEST OF THE CENTERLINE OF COUNTY HIGHWAY A, 81 M SOUTHWEST OF
 DG4904'NORTHERNMOST WOOD POST FOR A --CAMBRIDGE 5-- SIGN, 74 M NORTHEAST OF A
 DG4904'70-CM DIAMETER CORRUGATED METAL CULVERT PIPE, AND 1 M SOUTH OF A
 DG4904'CULTIVATED FIELD.  ---NOTE---THE STATION IS 1.0 M WEST AND EAST OF AN
 DG4904'ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE2---THIS STATION HAS NO
 DG4904'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DG4904'HORIZON.
 DG4904' 
 DG4904'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4905 ***********************************************************************
 DG4905  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4905  DESIGNATION -  LAKE MILLS W GPS
 DG4905  PID         -  DG4905
 DG4905  STATE/COUNTY-  WI/JEFFERSON
 DG4905  USGS QUAD   -  DEERFIELD (1971)
 DG4905
 DG4905                         *CURRENT SURVEY CONTROL
 DG4905  ___________________________________________________________________
 DG4905* NAD 83(1997)-  43 04 54.43967(N)    089 00 22.12936(W)     ADJUSTED  
 DG4905* NAVD 88     -       283.36   (meters)     929.7    (feet)  GPS OBS   
 DG4905  ___________________________________________________________________
 DG4905  X           -      80,931.255 (meters)                     COMP
 DG4905  Y           -  -4,665,231.663 (meters)                     COMP
 DG4905  Z           -   4,334,312.587 (meters)                     COMP
 DG4905  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 DG4905  ELLIP HEIGHT-         248.92  (meters)          (04/02/04) GPS OBS
 DG4905  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 DG4905
 DG4905  HORZ ORDER  -  FIRST
 DG4905  ELLP ORDER  -  FOURTH    CLASS I
 DG4905
 DG4905.The horizontal coordinates were established by GPS observations
 DG4905.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4905
 DG4905.The orthometric height was determined by GPS observations and a
 DG4905.high-resolution geoid model using precise GPS observation and
 DG4905.processing techniques.
 DG4905
 DG4905.Photographs are available for this station.
 DG4905
 DG4905.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4905
 DG4905.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4905
 DG4905.The ellipsoidal height was determined by GPS observations
 DG4905.and is referenced to NAD 83.
 DG4905
 DG4905.The geoid height was determined by GEOID03.
 DG4905
 DG4905;                    North         East     Units Scale Factor Converg.
 DG4905;SPC WI S     -   120,658.559   680,926.036   MT  0.99994801   +0 40 58.4
 DG4905;SPC WI S     -   395,860.62  2,234,004.84   sFT  0.99994801   +0 40 58.4
 DG4905;UTM  16      - 4,771,850.555   336,697.023   MT  0.99992807   -1 22 14.1
 DG4905
 DG4905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4905!SPC WI S     -   0.99996097  x   0.99994801  =   0.99990898
 DG4905!UTM  16      -   0.99996097  x   0.99992807  =   0.99988904
 DG4905
 DG4905                          SUPERSEDED SURVEY CONTROL
 DG4905
 DG4905.No superseded survey control is available for this station.
 DG4905
 DG4905_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3669771851(NAD 83)
 DG4905_MARKER: DD = SURVEY DISK
 DG4905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4905_STAMPING: LAKE MILLS W GPS 1992
 DG4905_MARK LOGO: WI-055
 DG4905_PROJECTION: FLUSH
 DG4905_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4905_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4905+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4905
 DG4905  HISTORY     - Date     Condition        Report By
 DG4905  HISTORY     - 1992     MONUMENTED       WI-055
 DG4905  HISTORY     - 2001     GOOD             WIDT
 DG4905
 DG4905                          STATION DESCRIPTION
 DG4905
 DG4905'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4905'THE STATION IS LOCATED ABOUT 16 KM EAST OF COTTAGE GROVE, 8 KM WEST OF
 DG4905'LAKE MILLS AND 4 KM NORTH OF LONDON. OWNERSHIP--JEFFERSON COUNTY.  TO
 DG4905'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 WITH
 DG4905'STATE HIGHWAY 73 ABOUT 24 KM EAST-NORTHEAST OF THE CITY OF MADISON, GO
 DG4905'SOUTH ON STATE HIGHWAY 73 FOR 3.0 KM TO COUNTY HIGHWAY BB, TURN LEFT
 DG4905'AND GO EAST ON COUNTY HIGHWAY BB FOR 5.5 KM TO COUNTY HIGHWAY O AND
 DG4905'COUNTY HIGHWAY B STRAIGHT AHEAD, CONTINUE EAST ON COUNTY HIGHWAY B FOR
 DG4905'0.5 KM TO THE STATION ON THE LEFT. THE STATION IS A BRONZE JEFFERSON
 DG4905'COUNTY GEODETIC CONTROL MARKER SET IN THE TOP OF A 30-CM DIAMETER
 DG4905'CONCRETE POST SET TO A DEPTH OF 1.8 M AND ABOUT 3 M ABOVE THE HIGHWAY
 DG4905'PAVEMENT.  THE STATION IS 20.1 M NORTH OF THE CENTERLINE OF COUNTY
 DG4905'HIGHWAY B, 0.1 KM WEST OF EXTENDED CENTERLINE OF PRIVATE
 DG4905'ENTRANCE--W9603--, 0.1 KM EAST OF PRIVATE ENTRANCE--W9528--, AND 3 M
 DG4905'SOUTH OF CULTIVATED FIELD.  ---NOTE---THE STATION IS 1.0 M WEST, EAST
 DG4905'AND SOUTH OF AN ORANGE 4X4  PLASTIC WITNESS POST.  ---NOTE2---THIS
 DG4905'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DG4905'ABOVE THE HORIZON.
 DG4905' 
 DG4905'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7449 ***********************************************************************
 DE7449  DESIGNATION -  LAKE POYGAN GPS
 DE7449  PID         -  DE7449
 DE7449  STATE/COUNTY-  WI/WINNEBAGO
 DE7449  USGS QUAD   -  LAKE POYGAN (1975)
 DE7449
 DE7449                         *CURRENT SURVEY CONTROL
 DE7449  ___________________________________________________________________
 DE7449* NAD 83(1997)-  44 10 36.37134(N)    088 46 47.84505(W)     ADJUSTED  
 DE7449* NAVD 88     -       230.114  (meters)     754.97   (feet)  ADJUSTED  
 DE7449  ___________________________________________________________________
 DE7449  X           -      97,559.592 (meters)                     COMP
 DE7449  Y           -  -4,580,910.522 (meters)                     COMP
 DE7449  Z           -   4,422,334.473 (meters)                     COMP
 DE7449  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 DE7449  ELLIP HEIGHT-         193.65  (meters)          (06/11/03) GPS OBS
 DE7449  GEOID HEIGHT-         -36.46  (meters)                     GEOID03
 DE7449  DYNAMIC HT  -         230.070 (meters)     754.82  (feet)  COMP
 DE7449  MODELED GRAV-     980,423.0   (mgal)                       NAVD 88
 DE7449
 DE7449  HORZ ORDER  -  B
 DE7449  VERT ORDER  -  SECOND    CLASS I
 DE7449  ELLP ORDER  -  FOURTH    CLASS I
 DE7449
 DE7449.The horizontal coordinates were established by GPS observations
 DE7449.and adjusted by the WI DEPT OF TRANSP in June 2003..
 DE7449
 DE7449.The orthometric height was determined by differential leveling
 DE7449.and adjusted by the National Geodetic Survey in May 2003..
 DE7449
 DE7449.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7449
 DE7449.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7449
 DE7449.The ellipsoidal height was determined by GPS observations
 DE7449.and is referenced to NAD 83.
 DE7449
 DE7449.The geoid height was determined by GEOID03.
 DE7449
 DE7449.The dynamic height is computed by dividing the NAVD 88
 DE7449.geopotential number by the normal gravity value computed on the
 DE7449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7449.degrees latitude (g = 980.6199 gals.).
 DE7449
 DE7449.The modeled gravity was interpolated from observed gravity values.
 DE7449
 DE7449;                    North         East     Units Scale Factor Converg.
 DE7449;SPC WI S     -   242,542.512   697,562.891   MT  1.00002423   +0 50 17.9
 DE7449;SPC WI S     -   795,741.56  2,288,587.58   sFT  1.00002423   +0 50 17.9
 DE7449;UTM  16      - 4,893,046.985   357,717.218   MT  0.99984898   -1 14 26.2
 DE7449
 DE7449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7449!SPC WI S     -   0.99996964  x   1.00002423  =   0.99999387
 DE7449!UTM  16      -   0.99996964  x   0.99984898  =   0.99981862
 DE7449
 DE7449                          SUPERSEDED SURVEY CONTROL
 DE7449
 DE7449  NAVD 88 (06/11/03)  230.11   (m)          755.0    (f) LEVELING    3  
 DE7449
 DE7449.Superseded values are not recommended for survey control.
 DE7449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7449.See file dsdata.txt to determine how the superseded data were derived.
 DE7449
 DE7449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5771793047(NAD 83)
 DE7449_MARKER: DD = SURVEY DISK
 DE7449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7449_STAMPING: LAKE POYGAN GPS 1994
 DE7449_MARK LOGO: WIDT  
 DE7449_PROJECTION: FLUSH
 DE7449_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7449+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 DE7449
 DE7449  HISTORY     - Date     Condition        Report By
 DE7449  HISTORY     - 1994     MONUMENTED       WI-139
 DE7449  HISTORY     - 20000727 GOOD             WIDT
 DE7449  HISTORY     - 20040104 GOOD             USPSQD
 DE7449  HISTORY     - 20060112 GOOD             WIDT
 DE7449
 DE7449                          STATION DESCRIPTION
 DE7449
 DE7449'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7449'THE STATION IS LOCATED ABOUT 25 KM NORTHWEST OF OSHKOSH, 11 KM
 DE7449'SOUTH-SOUTHEAST OF FREMONT AND 10 KM NORTHWEST OF WINNECONNE.
 DE7449'OWNERSHIP--WINNEBAGO COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DE7449'OF STATE HIGHWAY 110 WITH COUNTY HIGHWAY MM ABOUT 10 KM
 DE7449'SOUTH-SOUTHEAST OF THE VILLAGE OF FREMONT, GO SOUTHWEST THEN SOUTH ON
 DE7449'COUNTY HIGHWAY MM FOR 4.7 KM TO KIESOW ROAD ON THE RIGHT, CONTINUE
 DE7449'SOUTH ON COUNTY HIGHWAY MM FOR 0.9 KM TO THE STATION ON THE RIGHT.
 DE7449'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GPS
 DE7449'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DE7449'DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8 M AND ABOUT 1 M BELOW
 DE7449'THE LEVEL OF THE ROAD PAVEMENT.  THE STATION IS 13.7 M WEST OF THE
 DE7449'CENTERLINE OF COUNTY HIGHWAY MM, 69.5 M SOUTHEAST OF POWER POLE --40
 DE7449'75-0301 WMPCO--, 44.5 M EAST OF SOUTHEAST CORNER OF A CEMETERY FENCE,
 DE7449'44.2 M EAST OF POWER POLE --40K 40-2 88-23862 WEPCO--, 31.4 M NORTH
 DE7449'OF POWER POLE 40-5 88-23863 WEPCO--, AND 0.5 M EAST OF A WHITE
 DE7449'PLASTIC WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE
 DE7449'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DE7449
 DE7449                          STATION RECOVERY (2004)
 DE7449
 DE7449'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DE7449'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 123 FEET
 DE7449'NORTHWEST OF THE CENTERLINE OF CUT-OFF LN., 1 FOOT NORTH OF A WHITE
 DE7449'WITNESS POST, AND IN THE CENTER OF A TRIANGLE FORMED BT THREE 4X4
 DE7449'ORANGE PLASTIC GRARD POSTS.  NOTE-- HIGHWAY 110 (WEST OF WINCHESTER)
 DE7449'IS NAMED COUNTY ROAD II AND HIGHWAY 110 (SOUTH OF WINCHESTER) IS NAMED
 DE7449'HIGHWAY 45.
 DE7449
 DE7449                          STATION RECOVERY (2006)
 DE7449
 DE7449'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DE7449'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M SOUTHWEST,
 DE7449'1.0 M NORTH, AND 1.0 M SOUTHEAST OF THREE ORANGE 4X4 PLASTIC GUARD
 DE7449'POSTS.  THERE IS NO WHITE PLASTIC WITNESS POST PRESENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7450 ***********************************************************************
 DE7450  DESIGNATION -  LAKE POYGAN GPS AZ MK
 DE7450  PID         -  DE7450
 DE7450  STATE/COUNTY-  WI/WINNEBAGO
 DE7450  USGS QUAD   -  LAKE POYGAN (1975)
 DE7450
 DE7450                         *CURRENT SURVEY CONTROL
 DE7450  ___________________________________________________________________
 DE7450* NAD 83(1986)-  44 11 05.     (N)    088 46 49.     (W)     SCALED    
 DE7450* NAVD 88     -       228.547  (meters)     749.82   (feet)  ADJUSTED  
 DE7450  ___________________________________________________________________
 DE7450  GEOID HEIGHT-         -36.46  (meters)                     GEOID03
 DE7450  DYNAMIC HT  -         228.503 (meters)     749.68  (feet)  COMP
 DE7450  MODELED GRAV-     980,423.7   (mgal)                       NAVD 88
 DE7450
 DE7450  VERT ORDER  -  SECOND    CLASS I
 DE7450
 DE7450.The horizontal coordinates were scaled from a topographic map and have
 DE7450.an estimated accuracy of +/- 6 seconds.
 DE7450
 DE7450.The orthometric height was determined by differential leveling
 DE7450.and adjusted by the National Geodetic Survey in May 2003..
 DE7450
 DE7450.The geoid height was determined by GEOID03.
 DE7450
 DE7450.The dynamic height is computed by dividing the NAVD 88
 DE7450.geopotential number by the normal gravity value computed on the
 DE7450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7450.degrees latitude (g = 980.6199 gals.).
 DE7450
 DE7450.The modeled gravity was interpolated from observed gravity values.
 DE7450
 DE7450;                    North         East    Units  Estimated Accuracy
 DE7450;SPC WI S     -   243,430.      697,520.      MT  (+/- 180 meters Scaled)
 DE7450
 DE7450                          SUPERSEDED SURVEY CONTROL
 DE7450
 DE7450.No superseded survey control is available for this station.
 DE7450
 DE7450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP577939(NAD 83)
 DE7450_MARKER: DZ = AZIMUTH MARK DISK
 DE7450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7450_STAMPING: LAKE POYGAN GPS 1994
 DE7450_MARK LOGO: WIDT  
 DE7450_PROJECTION: FLUSH
 DE7450_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7450+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2005
 DE7450
 DE7450  HISTORY     - Date     Condition        Report By
 DE7450  HISTORY     - 1994     MONUMENTED       WI-139
 DE7450  HISTORY     - 20000727 GOOD             WIDT
 DE7450  HISTORY     - 20040104 GOOD             USPSQD
 DE7450  HISTORY     - 20050711 GOOD             WIDT
 DE7450
 DE7450                          STATION DESCRIPTION
 DE7450
 DE7450'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7450'THE STATION IS LOCATED ABOUT 26 KM NORTHWEST OF OSHKOSH, 11 KM
 DE7450'SOUTHEAST OF FREMONT AND 10 KM NORTHWEST OF WINNECONNE.
 DE7450'OWNERSHIP--WINNEBAGO COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DE7450'OF STATE HIGHWAY 110 WITH COUNTY HIGHWAY MM ABOUT 10 KM SOUTHEAST OF
 DE7450'THE VILLAGE OF FREMONT, GO SOUTHWEST THEN SOUTH ON COUNTY HIGHWAY MM
 DE7450'FOR 4.7 KM TO KIESOW ROAD ON THE RIGHT, CONTINUE SOUTH ON COUNTY
 DE7450'HIGHWAY MM FOR 0.1 KM TO THE STATION ON THE RIGHT. THE STATION IS A
 DE7450'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC CONTROL
 DE7450'AZIMUTH MARKER DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DE7450'SET TO A DEPTH OF 1.8 M AND ABOUT 1 M BELOW THE LEVEL OF THE HIGHWAY
 DE7450'PAVEMENT.  THE STATION IS 8.5 M NORTHWEST OF THE CENTERLINE OF COUNTY
 DE7450'HIGHWAY MM, 75 M EAST OF THE INTERSECTION OF THE NORTH-SOUTH KIESOW
 DE7450'ROAD WITH COUNTY HIGHWAY MM, 67.5 M SOUTH-SOUTHEAST OF THE TOP CENTER
 DE7450'OF TELEPHONE PEDESTAL --LKPY 8000 10--, 61.3 M SOUTH-SOUTHWEST OF
 DE7450'POWER POLE --40-5 88-23852 WEPCO--, 49.4 M SOUTHEAST OF POWER POLE
 DE7450'--40-5 88-23854 WEPCO--, AND 0.5 M SOUTHEAST OF A WHITE PLASTIC
 DE7450'WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DE7450'EXTENDING HIGHER THAN 10 DEGREES ABOVE THE HORIZON.
 DE7450
 DE7450                          STATION RECOVERY (2004)
 DE7450
 DE7450'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DE7450'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 55 FEET
 DE7450'SOUTHEAST OF A WHITE/BLACK CULVERT POST, 18 FEET FROM BIRD HOUSE
 DE7450'NUMBER 38 ON A GREEN METAL POST, AND ON THE OUTSIDE OF THE COUNTY ROAD
 DE7450'II CURVE.  NOTE 1-- THERE IS NO WITNESS POST PRESENT.  NOTE 2--
 DE7450'HIGHWAY 110 (WEST OF WINCHESTER) IS NAMED COUNTY ROAD II AND HIGHWAY
 DE7450'110 (SOUTH OF WINCHESTER) IS NAMED HIGHWAY 45.
 DE7450
 DE7450                          STATION RECOVERY (2005)
 DE7450
 DE7450'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7450'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M SOUTHEAST,
 DE7450'1.0 M NORTH, AND 1.0 M SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 DE7450' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0698 ***********************************************************************
 NG0698  DESIGNATION -  LAKE ST STEPHENS CATHOLIC CH
 NG0698  PID         -  NG0698
 NG0698  STATE/COUNTY-  WI/MILWAUKEE
 NG0698  USGS QUAD   -  GREENDALE (1976)
 NG0698
 NG0698                         *CURRENT SURVEY CONTROL
 NG0698  ___________________________________________________________________
 NG0698* NAD 83(1991)-  42 56 15.42523(N)    087 54 28.78820(W)     ADJUSTED  
 NG0698* NAVD 88     -                                                        
 NG0698  ___________________________________________________________________
 NG0698  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 NG0698  GEOID HEIGHT-         -34.96  (meters)                     GEOID03
 NG0698
 NG0698  HORZ ORDER  -  THIRD
 NG0698
 NG0698.The horizontal coordinates were established by classical geodetic methods
 NG0698.and adjusted by the National Geodetic Survey in October 1999..
 NG0698
 NG0698
 NG0698.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0698
 NG0698.The geoid height was determined by GEOID03.
 NG0698
 NG0698;                    North         East     Units Scale Factor Converg.
 NG0698;SPC WI S     -   106,302.417   770,732.568   MT  0.99996508   +1 26 14.7
 NG0698;SPC WI S     -   348,760.51  2,528,645.10   sFT  0.99996508   +1 26 14.7
 NG0698;UTM  16      - 4,754,287.334   425,915.628   MT  0.99966752   -0 37 06.8
 NG0698
 NG0698                          SUPERSEDED SURVEY CONTROL
 NG0698
 NG0698  NAD 83(1991)-  42 56 15.42681(N)    087 54 28.78854(W) AD(       ) 4
 NG0698  NAD 83(1986)-  42 56 15.41469(N)    087 54 28.80224(W) AD(       ) 4
 NG0698  NAD 27      -  42 56 15.35600(N)    087 54 28.50400(W) AD(       ) 3
 NG0698
 NG0698.Superseded values are not recommended for survey control.
 NG0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0698.See file dsdata.txt to determine how the superseded data were derived.
 NG0698
 NG0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2591654287(NAD 83)
 NG0698_MARKER: 90 = CHURCH SPIRE
 NG0698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0698+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2005
 NG0698
 NG0698  HISTORY     - Date     Condition        Report By
 NG0698  HISTORY     - 1953     FIRST OBSERVED   CGS
 NG0698  HISTORY     - 1960     GOOD             CGS
 NG0698  HISTORY     - 1976     GOOD             NGS
 NG0698  HISTORY     - 1980     GOOD             NGS
 NG0698  HISTORY     - 1983     GOOD             NGS
 NG0698  HISTORY     - 1989     GOOD             USPSQD
 NG0698  HISTORY     - 19961116 GOOD             USPSQD
 NG0698  HISTORY     - 20000226 GOOD             USPSQD
 NG0698  HISTORY     - 20050428 GOOD             GEOCAC
 NG0698
 NG0698                          STATION DESCRIPTION
 NG0698
 NG0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 NG0698'STATION IS THE BASE OF A GOTHIC CROSS, ATOP THE SPIRE OF
 NG0698'ST. STEPHENS
 NG0698'CATHOLIC CHURCH, WHICH IS LOCATED ABOUT 0.5 MILE NORTH OF THE
 NG0698'INTERSECTION OF SOUTH HOWELL AVENUE
 NG0698'(STATE HIGHWAY 38) AND COLLEGE AVENUE (COUNTY HIGHWAY ZZ) AND
 NG0698'IS ABOUT 300 FEET EAST OF HOWELL AVENUE,
 NG0698'IN THE TOWN OF LAKE.  THE CHURCH IS A TAN
 NG0698'BRICK STRUCTURE, WITH A GREEN ROOFED SPIRE ATOP AND IS
 NG0698'ABOUT 80 FEET HIGH.
 NG0698
 NG0698                          STATION RECOVERY (1960)
 NG0698
 NG0698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CWM)
 NG0698'RECOVERED AS DESCRIBED IN THE 1953 DESCRIPTION WHICH IS ADEQUATE
 NG0698'FOR RECOVERY.
 NG0698
 NG0698                          STATION RECOVERY (1976)
 NG0698
 NG0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (AMS)
 NG0698'THE STATION WAS RECOVERED AS DESCRIBED IN QUAD 420874, STATION 1050,
 NG0698'AND FOUND TO BE IN GOOD CONDITION.
 NG0698'
 NG0698'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--.3 MILE SOUTH OF
 NG0698'MILWAUKEE.
 NG0698
 NG0698                          STATION RECOVERY (1980)
 NG0698
 NG0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RM)
 NG0698'RECOVERED AS DESCRIBED IN QUAD 420874 STA 1050.
 NG0698'
 NG0698'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1350 FT SE
 NG0698'OF THE INTERSECTION OF SOUTH HOWELL AVE. AND RUNWAY 7R-25L.
 NG0698
 NG0698                          STATION RECOVERY (1983)
 NG0698
 NG0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (EEE)
 NG0698'INTERSECTION STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 NG0698
 NG0698                          STATION RECOVERY (1989)
 NG0698
 NG0698'RECOVERY NOTE BY US POWER SQUADRON 1989 (JCB)
 NG0698'RECOVERED IN GOOD CONDITION.
 NG0698
 NG0698                          STATION RECOVERY (1996)
 NG0698
 NG0698'RECOVERY NOTE BY US POWER SQUADRON 1996
 NG0698'RECOVERED IN GOOD CONDITION.
 NG0698
 NG0698                          STATION RECOVERY (2000)
 NG0698
 NG0698'RECOVERY NOTE BY US POWER SQUADRON 2000
 NG0698'RECOVERED IN GOOD CONDITION.
 NG0698
 NG0698                          STATION RECOVERY (2005)
 NG0698
 NG0698'RECOVERY NOTE BY GEOCACHING 2005 (KMP)
 NG0698'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0744 ***********************************************************************
 QM0744  DESIGNATION -  LAKE TOMAHAWK
 QM0744  PID         -  QM0744
 QM0744  STATE/COUNTY-  WI/ONEIDA
 QM0744  USGS QUAD   -  LAKE TOMAHAWK (1982)
 QM0744
 QM0744                         *CURRENT SURVEY CONTROL
 QM0744  ___________________________________________________________________
 QM0744* NAD 83(1991)-  45 50 08.03885(N)    089 36 37.22117(W)     ADJUSTED  
 QM0744* NAVD 88     -       526.     (meters)    1726.     (feet)  SCALED    
 QM0744  ___________________________________________________________________
 QM0744  LAPLACE CORR-          -7.70  (seconds)                    DEFLEC99
 QM0744  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 QM0744
 QM0744  HORZ ORDER  -  FIRST
 QM0744
 QM0744.The horizontal coordinates were established by classical geodetic methods
 QM0744.and adjusted by the National Geodetic Survey in November 1991..
 QM0744
 QM0744.The orthometric height was scaled from a topographic map.
 QM0744
 QM0744.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0744
 QM0744.The geoid height was determined by GEOID03.
 QM0744
 QM0744;                    North         East     Units Scale Factor Converg.
 QM0744;SPC WI N     -    74,418.167   630,272.428   MT  0.99996207   +0 16 51.9
 QM0744;SPC WI N     -   244,153.60  2,067,818.79   sFT  0.99996207   +0 16 51.9
 QM0744;UTM  16      - 5,079,091.786   297,279.448   MT  1.00010525   -1 52 23.3
 QM0744
 QM0744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0744!SPC WI N     -   0.99992245  x   0.99996207  =   0.99988452
 QM0744!UTM  16      -   0.99992245  x   1.00010525  =   1.00002769
 QM0744
 QM0744|---------------------------------------------------------------------|
 QM0744| PID    Reference Object                     Distance      Geod. Az  |
 QM0744|                                                           dddmmss.s |
 QM0744| QM0743 LAKE TOMAHAWK LOT=RM 1               10.404 METERS 05316     |
 QM0744| CJ5217 LAKE TOMAHAWK RM 2                   18.956 METERS 23334     |
 QM0744| QM0745 HAZEL                               APPROX.11.5 KM 2473712.4 |
 QM0744|---------------------------------------------------------------------|
 QM0744
 QM0744                          SUPERSEDED SURVEY CONTROL
 QM0744
 QM0744  NAD 83(1986)-  45 50 08.03482(N)    089 36 37.21693(W) AD(       ) 1
 QM0744  NAD 27      -  45 50 08.20000(N)    089 36 36.69700(W) AD(       ) 1
 QM0744
 QM0744.Superseded values are not recommended for survey control.
 QM0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0744.See file dsdata.txt to determine how the superseded data were derived.
 QM0744
 QM0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR9727979092(NAD 83)
 QM0744_MARKER: DD = SURVEY DISK
 QM0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0744_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0744+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2004
 QM0744
 QM0744  HISTORY     - Date     Condition        Report By
 QM0744  HISTORY     - 1952     MONUMENTED       USGS
 QM0744  HISTORY     - 20021203 GOOD             USPSQD
 QM0744  HISTORY     - 20040311 GOOD             USPSQD
 QM0744
 QM0744                          STATION DESCRIPTION
 QM0744
 QM0744'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (LFW)
 QM0744'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF HAZELHURST,
 QM0744'5.5 MILES SOUTHEAST OF WOODRUFF, 2 MILES NORTHWEST OF THE
 QM0744'TOWN OF LAKE TOMAHAWK AND 18 FEET SOUTHWEST OF THE SOUTHWEST
 QM0744'LEG OF THE LOOKOUT TOWER.
 QM0744'
 QM0744'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 QM0744'51 AND STATE HIGHWAY 47 IN WOODRUFF, GO SOUTHEAST ON STATE
 QM0744'HIGHWAY 47 FOR 6.0 MILES TO A SIDE ROAD LEFT AND A SIGN ON
 QM0744'THE LEFT LAKE TOMAHAWK FIRE TOWER, TURN LEFT AND FOLLOW THE
 QM0744'TRACK ROAD 0.7 MILE TO A FORK, TAKE THE LEFT FORK 0.3 MILE TO
 QM0744'THE LOOKOUT TOWER AND THE STATION.
 QM0744'
 QM0744'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 QM0744'
 QM0744'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK SET
 QM0744'IN AN 8-INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.
 QM0744'THE MARK IS STAMPED LAKE TOMAHAWK 1925.
 QM0744'
 QM0744'REFERENCE MARK 1, STAMPED LAKE TOMAHAWK USGS NO 1 1935, IS
 QM0744'A STANDARD DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS
 QM0744'3 INCHES AND IS LOCATED IN THE CENTER OF THE BASE OF THE
 QM0744'LOOKOUT TOWER.
 QM0744'
 QM0744'REFERENCE MARK 2, STAMPED LAKE TOMAHAWK USGS NO 2 1935, IS
 QM0744'A STANDARD DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS
 QM0744'4 INCHES AND IT IS 3 FEET LOWER THAN THE STATION.
 QM0744'
 QM0744'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
 QM0744
 QM0744                          STATION RECOVERY (2002)
 QM0744
 QM0744'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 QM0744'RECOVERED IN GOOD CONDITION.
 QM0744
 QM0744                          STATION RECOVERY (2004)
 QM0744
 QM0744'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0744'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0743 ***********************************************************************
 QM0743  DESIGNATION -  LAKE TOMAHAWK LOT=RM 1
 QM0743  PID         -  QM0743
 QM0743  STATE/COUNTY-  WI/ONEIDA
 QM0743  USGS QUAD   -  LAKE TOMAHAWK (1982)
 QM0743
 QM0743                         *CURRENT SURVEY CONTROL
 QM0743  ___________________________________________________________________
 QM0743* NAD 83(1991)-  45 50 08.24038(N)    089 36 36.83480(W)     ADJUSTED  
 QM0743* NAVD 88     -       526.     (meters)    1726.     (feet)  SCALED    
 QM0743  ___________________________________________________________________
 QM0743  LAPLACE CORR-          -7.70  (seconds)                    DEFLEC99
 QM0743  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 QM0743
 QM0743  HORZ ORDER  -  THIRD
 QM0743
 QM0743.The horizontal coordinates were established by classical geodetic methods
 QM0743.and adjusted by the National Geodetic Survey in November 1991..
 QM0743
 QM0743.The orthometric height was scaled from a topographic map.
 QM0743
 QM0743.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0743
 QM0743.The geoid height was determined by GEOID03.
 QM0743
 QM0743;                    North         East     Units Scale Factor Converg.
 QM0743;SPC WI N     -    74,424.430   630,280.736   MT  0.99996206   +0 16 52.2
 QM0743;SPC WI N     -   244,174.15  2,067,846.05   sFT  0.99996206   +0 16 52.2
 QM0743;UTM  16      - 5,079,097.733   297,287.986   MT  1.00010521   -1 52 23.0
 QM0743
 QM0743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0743!SPC WI N     -   0.99992245  x   0.99996206  =   0.99988451
 QM0743!UTM  16      -   0.99992245  x   1.00010521  =   1.00002765
 QM0743
 QM0743                          SUPERSEDED SURVEY CONTROL
 QM0743
 QM0743  NAD 83(1986)-  45 50 08.23635(N)    089 36 36.83056(W) AD(       ) 4
 QM0743  NAD 27      -  45 50 08.40200(N)    089 36 36.31100(W) AD(       ) 3
 QM0743
 QM0743.Superseded values are not recommended for survey control.
 QM0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0743.See file dsdata.txt to determine how the superseded data were derived.
 QM0743
 QM0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR9728879098(NAD 83)
 QM0743_MARKER: 57 = LOOKOUT TOWER
 QM0743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QM0743+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2002
 QM0743
 QM0743  HISTORY     - Date     Condition        Report By
 QM0743  HISTORY     - 1952     FIRST OBSERVED   CGS
 QM0743  HISTORY     - 20021203 GOOD             USPSQD
 QM0743  HISTORY     - 20040311 GOOD             USPSQD
 QM0743
 QM0743                          STATION DESCRIPTION
 QM0743
 QM0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QM0743'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF HAZELHURST,
 QM0743'5.5 MILES SOUTHEAST OF WOODRUFF, AND 2 MILES NORTHWEST OF
 QM0743'THE TOWN OF LAKE TOMAHAWK.
 QM0743'
 QM0743'IT IS A FOUR LEGGED STEEL STRUCTURE ABOUT 90 FEET HIGH WITH
 QM0743'A LOOKOUT CAB ON THE TOP.  THE ENTIRE STRUCTURE IS PAINTED
 QM0743'GRAY.  POINT OBSERVED UPON AND TRAVERSED TO, THE CENTER OF
 QM0743'THE BASE OF THE STRUCTURE.
 QM0743'
 QM0743'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 QM0743'LAKE TOMAHAWK (USGS) AND THE DISTANCE WAS FOUND TO BE 34.13
 QM0743'FEET, (10.404M).
 QM0743'
 QM0743'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51
 QM0743'AND STATE HIGHWAY 47 IN WOODRUFF, GO SOUTHEAST
 QM0743'ON STATE HIGHWAY 47 FOR 6.0 MILES TO A SIDE ROAD LEFT AND
 QM0743'A SIGN LAKE TOMAHAWK FIRE TOWER, TURN LEFT AND FOLLOW
 QM0743'THE TRACK ROAD 0.7 MILE TO A FORK, TAKE THE LEFT FORK 0.3
 QM0743'MILE TO THE END OF THE ROAD AND THE STATION.
 QM0743
 QM0743                          STATION RECOVERY (2002)
 QM0743
 QM0743'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 QM0743'RECOVERED IN GOOD CONDITION.  THE LOOKOUT TOWER IS STILL STANDING BUT
 QM0743'NO LONGER USED EXCEPT BY A BIRD THAT HAS A NEST ON THE TOWER.
 QM0743
 QM0743                          STATION RECOVERY (2004)
 QM0743
 QM0743'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0743'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1063 ***********************************************************************
 OM1063  DESIGNATION -  LAKE VIEW
 OM1063  PID         -  OM1063
 OM1063  STATE/COUNTY-  WI/DANE
 OM1063  USGS QUAD   -  DE FOREST (1983)
 OM1063
 OM1063                         *CURRENT SURVEY CONTROL
 OM1063  ___________________________________________________________________
 OM1063* NAD 83(1991)-  43 08 20.59431(N)    089 22 23.72041(W)     ADJUSTED  
 OM1063* NAVD 88     -       308.     (meters)    1010.     (feet)  SCALED    
 OM1063  ___________________________________________________________________
 OM1063  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 OM1063  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 OM1063
 OM1063  HORZ ORDER  -  SECOND
 OM1063
 OM1063.The horizontal coordinates were established by classical geodetic methods
 OM1063.and adjusted by the National Geodetic Survey in November 1991..
 OM1063
 OM1063.The orthometric height was scaled from a topographic map.
 OM1063
 OM1063.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1063
 OM1063.The geoid height was determined by GEOID03.
 OM1063
 OM1063;                    North         East     Units Scale Factor Converg.
 OM1063;SPC WI S     -   126,729.426   650,986.555   MT  0.99994296   +0 25 50.3
 OM1063;SPC WI S     -   415,778.13  2,135,778.39   sFT  0.99994296   +0 25 50.3
 OM1063;UTM  16      - 4,778,990.733   306,992.956   MT  1.00005828   -1 37 23.7
 OM1063
 OM1063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1063!SPC WI S     -   0.99995711  x   0.99994296  =   0.99990007
 OM1063!UTM  16      -   0.99995711  x   1.00005828  =   1.00001539
 OM1063
 OM1063:                Primary Azimuth Mark                     Grid Az
 OM1063:SPC WI S     -  MADISON TRUAX FIELD DOME                 087 26 01.8
 OM1063:UTM  16      -  MADISON TRUAX FIELD DOME                 089 29 15.8
 OM1063
 OM1063|---------------------------------------------------------------------|
 OM1063| PID    Reference Object                     Distance      Geod. Az  |
 OM1063|                                                           dddmmss.s |
 OM1063| OM1058 MADISON TRUAX FIELD DOME            APPROX. 3.8 KM 0875152.1 |
 OM1063| OM1057 AIRPORT BCN TRUAX FLD MADISON       APPROX. 3.8 KM 0893926.4 |
 OM1063| OM1075 BURKE                               APPROX. 7.9 KM 1083257.6 |
 OM1063| OM1077 RNG MADISON RADIO MSN               APPROX. 7.5 KM 1162706.0 |
 OM1063| OM1071 MADISON RAY O VAC CO WATER TK       APPROX. 4.9 KM 1554606.4 |
 OM1063| OM1072 MADISON OSCAR MAYER AND CO TK       APPROX. 3.5 KM 1583815.1 |
 OM1063| OM1073 MADISON RADIO STA WMFM MAST         APPROX. 5.3 KM 1624228.4 |
 OM1063| OM1064 MADISON GISHOLT MACHINE W STK       APPROX. 5.8 KM 1724059.2 |
 OM1063| CI9948 LAKE VIEW RM 1                       27.502 METERS 17753     |
 OM1063| OM1062 MENDOTA LAKE V SANATORIUM TK         49.503 METERS 21542     |
 OM1063| OM1106 MENDOTA STATE HOSP WATER TANK       APPROX. 2.1 KM 2555241.8 |
 OM1063| OM1147 ASHTON ST PETERS CATH CH SPIRE      APPROX.13.7 KM 2703106.3 |
 OM1063| OM1144 MARTINSVILLE ST MARTIN CATH CH      APPROX.18.3 KM 2845946.2 |
 OM1063| CI9949 LAKE VIEW RM 2                       30.739 METERS 30730     |
 OM1063| OM1107 WAUNAKEE ST JOHNS CATH CHURCH       APPROX. 8.7 KM 3102331.1 |
 OM1063| OM1105 WAUNAKEE MUNICIPAL TANK             APPROX. 9.1 KM 3104503.7 |
 OM1063| CI9950 LAKE VIEW RM 3                      101.895 METERS 31116     |
 OM1063| OM1148 DANE ST MICHAELS CHURCH SPIRE       APPROX.16.1 KM 3193445.4 |
 OM1063|---------------------------------------------------------------------|
 OM1063
 OM1063                          SUPERSEDED SURVEY CONTROL
 OM1063
 OM1063  NAD 83(1986)-  43 08 20.58561(N)    089 22 23.72275(W) AD(       ) 2
 OM1063  NAD 27      -  43 08 20.60080(N)    089 22 23.29510(W) AD(       ) 2
 OM1063
 OM1063.Superseded values are not recommended for survey control.
 OM1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1063.See file dsdata.txt to determine how the superseded data were derived.
 OM1063
 OM1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0699378991(NAD 83)
 OM1063_MARKER: DS = TRIANGULATION STATION DISK
 OM1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1063_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM1063+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2004
 OM1063
 OM1063  HISTORY     - Date     Condition        Report By
 OM1063  HISTORY     - 1958     MONUMENTED       CGS
 OM1063  HISTORY     - 1962     GOOD             CGS
 OM1063  HISTORY     - 20040822 GOOD             GEOCAC
 OM1063
 OM1063                          STATION DESCRIPTION
 OM1063
 OM1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1063'THE STATION IS LOCATED ON THE EAST EDGE OF THE MENDOTA, LAKE
 OM1063'VIEW SANATORIUM GROUNDS.  IT IS 162 FEET NORTHEAST OF THE
 OM1063'WATER TANK, 27 FEET NORTHEAST OF THE CENTERLINE OF A CINDER
 OM1063'ROAD AND 18 FEET EAST OF A 30 INCH OAK TREE WITH A TRIANGULAR
 OM1063'BLAZE ON THE EAST SIDE.  THE MONUMENT IS FLUSH AND THE DISK
 OM1063'IS STAMPED LAKE VIEW 1958.
 OM1063'
 OM1063'REFERENCE MARK 1 IS 25 FEET EAST OF THE CENTERLINE OF THE ROAD,
 OM1063'3 FEET NORTHEAST OF A WHITE WITNESS POST AND 2 FEET NORTH OF
 OM1063'A 12 INCH ELM TREE.  THE MONUMENT PROJECTS 1 INCH AND THE
 OM1063'DISK IS STAMPED LAKE VIEW NO 1 1958.
 OM1063'
 OM1063'REFERENCE MARK 2 IS 44 FEET NORTHEAST OF THE CENTERLINE OF
 OM1063'THE ROAD AND 24 FEET EAST OF A 10 INCH HICKORY TREE.  THE
 OM1063'MONUMENT IS FLUSH AND THE DISK IS STAMPED LAKE VIEW NO 2 1958.
 OM1063'
 OM1063'REFERENCE MARK 3 IS 90 FEET NORTHWEST OF THE CENTERLINE
 OM1063'OF THE ROAD, 6 FEET EAST OF A 30 INCH OAK TREE AND 5 FEET
 OM1063'SOUTH OF A 30 INCH OAK TREE.  THE MONUMENT PROJECTS 4 INCHES
 OM1063'AND THE DISK IS STAMPED LAKE VIEW NO 3 1958.
 OM1063'
 OM1063'THERE WAS NO SUITABLE PLACE FOR AN AZIMUTH MARK AND REFERENCE
 OM1063'MARK 3 WAS ESTABLISHED BY USING PRECISE SURVEY METHODS.
 OM1063'
 OM1063'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 OM1063
 OM1063                          STATION RECOVERY (1962)
 OM1063
 OM1063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RCY)
 OM1063'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 OM1063'AS DESCRIBED.
 OM1063
 OM1063                          STATION RECOVERY (2004)
 OM1063
 OM1063'RECOVERY NOTE BY GEOCACHING 2004 (RPM)
 OM1063'STATION EASILY RECOVERED.  BRIEFLY BRIEFLY SEARCHED FOR REFERENCE
 OM1063'MARKS BUT THEY WERE NOT LOCATED.  THE WOODS ROAD IS NOW COVERED
 OM1063'WITH WOOD CHIPS.  NO WITNESS SIGN WAS FOUND.
 OM1063' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1008 ***********************************************************************
 NH1008  DESIGNATION -  LAKELAND HOSPITAL STACK
 NH1008  PID         -  NH1008
 NH1008  STATE/COUNTY-  WI/WALWORTH
 NH1008  USGS QUAD   -  SPRINGFIELD (1976)
 NH1008
 NH1008                         *CURRENT SURVEY CONTROL
 NH1008  ___________________________________________________________________
 NH1008* NAD 83(1991)-  42 39 42.69570(N)    088 29 38.23767(W)     ADJUSTED  
 NH1008* NAVD 88     -                                                        
 NH1008  ___________________________________________________________________
 NH1008  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 NH1008  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 NH1008
 NH1008  HORZ ORDER  -  THIRD
 NH1008
 NH1008.The horizontal coordinates were established by classical geodetic methods
 NH1008.and adjusted by the National Geodetic Survey in November 1991..
 NH1008
 NH1008
 NH1008.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1008
 NH1008.The geoid height was determined by GEOID03.
 NH1008
 NH1008;                    North         East     Units Scale Factor Converg.
 NH1008;SPC WI S     -    74,642.382   723,470.793   MT  1.00001518   +1 02 05.3
 NH1008;SPC WI S     -   244,889.21  2,373,587.09   sFT  1.00001518   +1 02 05.3
 NH1008;UTM  16      - 4,724,347.875   377,563.439   MT  0.99978443   -1 00 45.1
 NH1008
 NH1008                          SUPERSEDED SURVEY CONTROL
 NH1008
 NH1008  NAD 83(1986)-  42 39 42.69152(N)    088 29 38.24435(W) AD(       ) 4
 NH1008  NAD 27      -  42 39 42.63300(N)    088 29 37.89000(W) AD(       ) 3
 NH1008
 NH1008.Superseded values are not recommended for survey control.
 NH1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1008.See file dsdata.txt to determine how the superseded data were derived.
 NH1008
 NH1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7756324348(NAD 83)
 NH1008_MARKER: 63 = STACK
 NH1008
 NH1008  HISTORY     - Date     Condition        Report By
 NH1008  HISTORY     - 1957     FIRST OBSERVED   CGS
 NH1008  HISTORY     - 20021215 GOOD             USPSQD
 NH1008
 NH1008                          STATION DESCRIPTION
 NH1008
 NH1008'DESCRIBED BY US POWER SQUADRON 2002 (DRB)
 NH1008'RECOVERED IN GOOD CONDITION. IT IS MADE OF CREME COLORED BRICK WITH A
 NH1008'METAL CHIMNEY CORE PROTRUDING OUT OF THE CENTER ABOUT 10 FEET ABOVE
 NH1008'THE BRICK.  IT IS LOCATED ABOUT 3.5 MILES ON COUNTY ROAD NN SOUTHEAST
 NH1008'OF TOWN NEAR THE INTERSECTION OF COUNTY ROAD NN AND HEALEY DRIVE
 NH1008'BEHIND THE WALWORTH COUNTY FACILITIES MANAGEMENT SHOP NEXT TO AND
 NH1008'SOUTHEAST OF THE AURORA HOSPITAL COMPLEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1009 ***********************************************************************
 NH1009  DESIGNATION -  LAKELAND HOSPITAL WATER TANK
 NH1009  PID         -  NH1009
 NH1009  STATE/COUNTY-  WI/WALWORTH
 NH1009  USGS QUAD   -  SPRINGFIELD (1976)
 NH1009
 NH1009                         *CURRENT SURVEY CONTROL
 NH1009  ___________________________________________________________________
 NH1009* NAD 83(1991)-  42 39 41.03716(N)    088 29 38.18380(W)     ADJUSTED  
 NH1009* NAVD 88     -                                                        
 NH1009  ___________________________________________________________________
 NH1009  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 NH1009  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 NH1009
 NH1009  HORZ ORDER  -  THIRD
 NH1009
 NH1009.The horizontal coordinates were established by classical geodetic methods
 NH1009.and adjusted by the National Geodetic Survey in November 1991..
 NH1009
 NH1009
 NH1009.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1009
 NH1009.The geoid height was determined by GEOID03.
 NH1009
 NH1009;                    North         East     Units Scale Factor Converg.
 NH1009;SPC WI S     -    74,591.233   723,472.944   MT  1.00001528   +1 02 05.3
 NH1009;SPC WI S     -   244,721.40  2,373,594.15   sFT  1.00001528   +1 02 05.3
 NH1009;UTM  16      - 4,724,296.695   377,563.761   MT  0.99978443   -1 00 45.1
 NH1009
 NH1009                          SUPERSEDED SURVEY CONTROL
 NH1009
 NH1009  NAD 83(1986)-  42 39 41.03324(N)    088 29 38.19031(W) AD(       ) 4
 NH1009  NAD 27      -  42 39 40.97700(N)    088 29 37.83300(W) AD(       ) 3
 NH1009
 NH1009.Superseded values are not recommended for survey control.
 NH1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1009.See file dsdata.txt to determine how the superseded data were derived.
 NH1009
 NH1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7756424297(NAD 83)
 NH1009_MARKER: 53 = ELEVATED TANK
 NH1009
 NH1009  HISTORY     - Date     Condition        Report By
 NH1009  HISTORY     - 1957     FIRST OBSERVED   CGS
 NH1009  HISTORY     - 19950623 GOOD             USPSQD
 NH1009  HISTORY     - 20021215 GOOD             USPSQD
 NH1009
 NH1009                          STATION DESCRIPTION
 NH1009
 NH1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1009'THE STATION IS THE FINIAL AT THE APEX OF THE LAKELAND HOSPITAL
 NH1009'WATER TANK IN ELKHORN, WISCONSIN.  IT IS LOCATED ABOUT 3.5
 NH1009'MILES SOUTHWEST OF THE TOWN OF ELKHORN, 70 FEET SOUTH OF
 NH1009'THE CENTERLINE OF THE ALLEY IN THE REAR OF THE HOSPITAL, 70
 NH1009'FEET WEST OF WEST WALL OF A BRICK BUILDING AND 77 FEET EAST
 NH1009'OF THE SOUTHEAST CORNER OF A FRAME BUILDING.  THE TOWER IS
 NH1009'A FOUR LEGGED STEEL STRUCTURE SILVER IN COLOR, AND THE TOTAL
 NH1009'HEIGHT IS 141 FEET.
 NH1009
 NH1009                          STATION RECOVERY (1995)
 NH1009
 NH1009'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1009'RECOVERED IN GOOD CONDITION.
 NH1009
 NH1009                          STATION RECOVERY (2002)
 NH1009
 NH1009'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 NH1009'RECOVERED IN GOOD CONDITION.  IT IS LOCATED ABOUT 3.5 MILES SOUTHEAST
 NH1009'OF TOWN ON COUNTY ROAD NN NEAR THE INTERSECTION OF COUNTY ROAD NN AND
 NH1009'HEALEY DRIVE BEHIND THE WALWORTH COUNTY HUMAN RESOURCES DEPARTMENT
 NH1009'BUILDING NEXT TO AND SOUTHEAST OF THE AURORA HOSPITAL COMPLEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1678 ***********************************************************************
 NH1678  DESIGNATION -  LAKEPORT
 NH1678  PID         -  NH1678
 NH1678  STATE/COUNTY-  WI/WALWORTH
 NH1678  USGS QUAD   -  LAKE GENEVA (1976)
 NH1678
 NH1678                         *CURRENT SURVEY CONTROL
 NH1678  ___________________________________________________________________
 NH1678* NAD 83(1997)-  42 36 45.12612(N)    088 23 35.09661(W)     ADJUSTED  
 NH1678* NAVD 88     -       254.4    (meters)     835.     (feet)  VERTCON   
 NH1678  ___________________________________________________________________
 NH1678  X           -     131,837.186 (meters)                     COMP
 NH1678  Y           -  -4,699,515.198 (meters)                     COMP
 NH1678  Z           -   4,296,072.163 (meters)                     COMP
 NH1678  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 NH1678  ELLIP HEIGHT-         220.28  (meters)          (09/30/02) GPS OBS
 NH1678  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 NH1678
 NH1678  HORZ ORDER  -  FIRST
 NH1678  ELLP ORDER  -  FOURTH    CLASS I
 NH1678
 NH1678.The horizontal coordinates were established by GPS observations
 NH1678.and adjusted by the National Geodetic Survey in September 2002..
 NH1678
 NH1678.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1678
 NH1678.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1678
 NH1678.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1678
 NH1678.The ellipsoidal height was determined by GPS observations
 NH1678.and is referenced to NAD 83.
 NH1678
 NH1678.The geoid height was determined by GEOID03.
 NH1678
 NH1678;                    North         East     Units Scale Factor Converg.
 NH1678;SPC WI S     -    69,318.360   731,845.264   MT  1.00002655   +1 06 14.8
 NH1678;SPC WI S     -   227,421.99  2,401,062.34   sFT  1.00002655   +1 06 14.8
 NH1678;UTM  16      - 4,718,729.466   385,740.329   MT  0.99976062   -0 56 35.8
 NH1678
 NH1678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1678!SPC WI S     -   0.99996545  x   1.00002655  =   0.99999200
 NH1678!UTM  16      -   0.99996545  x   0.99976062  =   0.99972608
 NH1678
 NH1678:                Primary Azimuth Mark                     Grid Az
 NH1678:SPC WI S     -  LAKEPORT AZ MK                           051 20 29.2
 NH1678:UTM  16      -  LAKEPORT AZ MK                           053 23 19.8
 NH1678
 NH1678|---------------------------------------------------------------------|
 NH1678| PID    Reference Object                     Distance      Geod. Az  |
 NH1678|                                                           dddmmss.s |
 NH1678| NH1679 LAKEPORT AZ MK                      APPROX. 0.6 KM 0522644.0 |
 NH1678|---------------------------------------------------------------------|
 NH1678
 NH1678                          SUPERSEDED SURVEY CONTROL
 NH1678
 NH1678  NAD 83(1991)-  42 36 45.12556(N)    088 23 35.09425(W) AD(       ) 1
 NH1678  ELLIP H (08/19/91)  220.37   (m)                       GP(       ) 4 1
 NH1678  NGVD 29 (08/19/91)  254.5    (m)          835.     (f) GPS OBS        
 NH1678
 NH1678.Superseded values are not recommended for survey control.
 NH1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1678.See file dsdata.txt to determine how the superseded data were derived.
 NH1678
 NH1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8574018729(NAD 83)
 NH1678_MARKER: DH = HORIZONTAL CONTROL DISK
 NH1678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1678_SP_SET: CONCRETE POST
 NH1678_STAMPING: LAKE PORT 1989
 NH1678_MARK LOGO: NGS   
 NH1678_MAGNETIC: N = NO MAGNETIC MATERIAL
 NH1678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1678+STABILITY: SURFACE MOTION
 NH1678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1678+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1990
 NH1678
 NH1678  HISTORY     - Date     Condition        Report By
 NH1678  HISTORY     - 1989     MONUMENTED       WIDT
 NH1678  HISTORY     - 19900911 GOOD
 NH1678
 NH1678                          STATION DESCRIPTION
 NH1678
 NH1678'DESCRIBED BY WI DEPT OF TRANSP 1989
 NH1678'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) NORTHEAST OF LAKE GENEVA,
 NH1678'AT THE AMERICANA LAKE GENEVA RESORT AIRPORT AND ON THE SOUTHEAST SIDE
 NH1678'OF RUNWAY 5.  OWNERSHIP--AMERICANA RESORT, STATE HIGHWAY 50 EAST,
 NH1678'LAKE GENEVA, WI 53147, PHONE 414-248-8811, AIRPORT MANAGER IS GENE
 NH1678'PEPPER, PHONE 414-248-8811.
 NH1678'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 50 AND U.S.
 NH1678'HIGHWAY 12, ABOUT 1.6 KM (1.0 MI) EAST OF LAKE GENEVA, FROM THE
 NH1678'CENTER OF THE U.S. HIGHWAY 50 OVERPASS BRIDGES GO EAST ON STATE
 NH1678'HIGHWAY 50 FOR 0.38 KM (0.24 MI) TO A CROSSOVER AND A PAVED ROAD
 NH1678'LEADING TO THE AMERICANA LAKE GENEVA RESORT, TURN LEFT AT THE
 NH1678'CROSSOVER AND CROSS THE WESTBOUND LANE OF HIGHWAY 50 TO THE PAVED
 NH1678'ROAD LEADING TO THE ENTRANCE OF THE RESORT, GO NORTHERLY ON THE PAVED
 NH1678'ROAD FOR 0.32 KM (0.20 MI) TO THE ENTRANCE ROAD OF THE RESORT ON THE
 NH1678'RIGHT, TURN RIGHT, NORTHERLY, ON THE ENTRANCE ROAD FOR 2.09 KM
 NH1678'(1.30 MI) TO THE END OF A PARKING LOT OF THE RESORT, TURN LEFT, FOR
 NH1678'ABOUT 0.08 KM (0.05 MI) TO A STOP SIGN AND THE JUNCTION OF A PAVED
 NH1678'ROAD, TURN RIGHT, SOUTHEASTERLY ON THE PAVED ROAD FOR 0.38 KM
 NH1678'(0.24 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT, TURN LEFT,
 NH1678'SOUTHERLY, ON THE ENTRANCE ROAD FOR 0.24 KM (0.15 MI) TO THE AIRPORT
 NH1678'OFFICE ON THE LEFT, CONTINUE AHEAD TO THE END OF A WOODEN FENCE, TURN
 NH1678'RIGHT, SOUTHEAST ONTO THE APRON, CROSS THE APRON TO THE RUNWAY, TURN
 NH1678'LEFT, ON THE RUNWAY FOR ABOUT 0.05 KM (0.03 MI) TO THE STATION ON THE
 NH1678'RIGHT IN AN OPEN FIELD.
 NH1678'THE STATION IS LOCATED 25.75 M (84.48 FT) SOUTHEAST OF THE SOUTHEAST
 NH1678'EDGE OF THE RUNWAY, 11.27 M (36.97 FT) NORTHEAST OF THE CENTER OF AN
 NH1678'ABANDONED TURF RUNWAY AND 0.9 M (3.0 FT) NORTHWEST OF A FIBERGLASS
 NH1678'WITNESS POST.
 NH1678
 NH1678                          STATION RECOVERY (1990)
 NH1678
 NH1678'RECOVERED 1990
 NH1678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1679 ***********************************************************************
 NH1679  DESIGNATION -  LAKEPORT AZ MK
 NH1679  PID         -  NH1679
 NH1679  STATE/COUNTY-  WI/WALWORTH
 NH1679  USGS QUAD   -  LAKE GENEVA (1976)
 NH1679
 NH1679                         *CURRENT SURVEY CONTROL
 NH1679  ___________________________________________________________________
 NH1679* NAD 83(1997)-  42 36 57.29985(N)    088 23 13.65773(W)     ADJUSTED  
 NH1679* NAVD 88     -       254.2    (meters)     834.     (feet)  VERTCON   
 NH1679  ___________________________________________________________________
 NH1679  X           -     132,318.483 (meters)                     COMP
 NH1679  Y           -  -4,699,247.044 (meters)                     COMP
 NH1679  Z           -   4,296,348.451 (meters)                     COMP
 NH1679  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 NH1679  ELLIP HEIGHT-         220.03  (meters)          (09/30/02) GPS OBS
 NH1679  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 NH1679
 NH1679  HORZ ORDER  -  FIRST
 NH1679  ELLP ORDER  -  FOURTH    CLASS I
 NH1679
 NH1679.The horizontal coordinates were established by GPS observations
 NH1679.and adjusted by the National Geodetic Survey in September 2002..
 NH1679
 NH1679.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1679
 NH1679.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1679
 NH1679.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1679
 NH1679.The ellipsoidal height was determined by GPS observations
 NH1679.and is referenced to NAD 83.
 NH1679
 NH1679.The geoid height was determined by GEOID03.
 NH1679
 NH1679;                    North         East     Units Scale Factor Converg.
 NH1679;SPC WI S     -    69,703.377   732,326.557   MT  1.00002574   +1 06 29.6
 NH1679;SPC WI S     -   228,685.16  2,402,641.38   sFT  1.00002574   +1 06 29.6
 NH1679;UTM  16      - 4,719,096.945   386,234.939   MT  0.99975923   -0 56 21.5
 NH1679
 NH1679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1679!SPC WI S     -   0.99996549  x   1.00002574  =   0.99999123
 NH1679!UTM  16      -   0.99996549  x   0.99975923  =   0.99972473
 NH1679
 NH1679:                Primary Azimuth Mark                     Grid Az
 NH1679:SPC WI S     -  LAKEPORT                                 231 20 28.9
 NH1679:UTM  16      -  LAKEPORT                                 233 23 20.0
 NH1679
 NH1679|---------------------------------------------------------------------|
 NH1679| PID    Reference Object                     Distance      Geod. Az  |
 NH1679|                                                           dddmmss.s |
 NH1679| NH1678 LAKEPORT                            APPROX. 0.6 KM 2322658.5 |
 NH1679|---------------------------------------------------------------------|
 NH1679
 NH1679                          SUPERSEDED SURVEY CONTROL
 NH1679
 NH1679  NAD 83(1991)-  42 36 57.29927(N)    088 23 13.65549(W) AD(       ) 1
 NH1679  ELLIP H (08/19/91)  220.12   (m)                       GP(       ) 4 1
 NH1679  NGVD 29 (08/19/91)  254.2    (m)          834.     (f) GPS OBS        
 NH1679
 NH1679.Superseded values are not recommended for survey control.
 NH1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1679.See file dsdata.txt to determine how the superseded data were derived.
 NH1679
 NH1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8623519097(NAD 83)
 NH1679_MARKER: DZ = AZIMUTH MARK DISK
 NH1679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1679_SP_SET: CONCRETE POST
 NH1679_STAMPING: LAKEPORT 1989
 NH1679_MARK LOGO: NGS   
 NH1679_MAGNETIC: N = NO MAGNETIC MATERIAL
 NH1679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1679+STABILITY: SURFACE MOTION
 NH1679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1679+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1990
 NH1679
 NH1679  HISTORY     - Date     Condition        Report By
 NH1679  HISTORY     - 1989     MONUMENTED       WIDT
 NH1679  HISTORY     - 19900911 GOOD
 NH1679
 NH1679                          STATION DESCRIPTION
 NH1679
 NH1679'DESCRIBED BY WI DEPT OF TRANSP 1989
 NH1679'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) NORTHEAST OF LAKE GENEVA,
 NH1679'AT THE AMERICANA LAKE GENEVA RESORT AIRPORT AND ON THE SOUTHEAST SIDE
 NH1679'OF RUNWAY 5.  OWNERSHIP--AMERICANA RESORT, AMERICANA RESORTS, STATE
 NH1679'HIGHWAY 50 EAST, LAKE GENEVA, WI 53147, PHONE 414-248-8811, AIRPORT
 NH1679'MANAGER IS GENE PEPPER, PHONE 414-248-8811.
 NH1679'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 50 AND U.S.
 NH1679'HIGHWAY 12, ABOUT 1.6 KM (1.0 MI) EAST OF LAKE GENEVA, FROM THE
 NH1679'CENTER OF THE OVERPASS BRIDGES GO EAST ON STATE HIGHWAY 50 FOR 0.38
 NH1679'KM (0.24 MI) TO A CROSSOVER AND A PAVED ROAD LEADING TO THE AMERICANA
 NH1679'LAKE GENEVA RESORT, TURN LEFT AT THE CROSSOVER AND CROSS THE
 NH1679'WESTBOUND LANE OF HIGHWAY 50 TO THE PAVED ROAD LEADING TO THE
 NH1679'ENTRANCE OF THE RESORT, GO NORTHERLY ON THE PAVED ROAD FOR 0.32 KM
 NH1679'(0.20 MI) TO THE ENTRANCE ROAD OF THE RESORT ON THE RIGHT, TURN
 NH1679'RIGHT, NORTHERLY, ON THE ENTRANCE ROAD FOR 2.09 KM (1.30 MI) TO THE
 NH1679'END OF A PARKING LOT OF THE RESORT, TURN LEFT, FOR ABOUT 0.08 KM
 NH1679'(0.05 MI) TO A STOP SIGN AND THE JUNCTION OF A PAVED ROAD, TURN
 NH1679'RIGHT, SOUTHEASTERLY, ON THE PAVED ROAD FOR 0.38 KM (0.24 MI) TO THE
 NH1679'AIRPORT ENTRANCE ROAD ON THE LEFT, TURN LEFT, SOUTHERLY, ON THE
 NH1679'ENTRANCE ROAD FOR 0.24 KM (0.15 MI) TO THE AIRPORT OFFICE ON THE
 NH1679'LEFT, CONTINUE AHEAD TO THE END OF A WOODEN FENCE, TURN RIGHT,
 NH1679'SOUTHEAST, CROSSING THE APRON TO THE RUNWAY, TURN LEFT, ON THE RUNWAY
 NH1679'FOR ABOUT 0.64 KM (0.40 MI) TO THE STATION ON THE RIGHT IN AN OPEN
 NH1679'FIELD.
 NH1679'THE STATION IS LOCATED 41.75 M (136.97 FT) SOUTHWEST OF THE CENTER OF
 NH1679'AN ABANDONED TURF RUNWAY, 20.14 M (66.08 FT) FROM THE SOUTHEAST EDGE
 NH1679'OF THE RUNWAY AND 0.9 M (3.0 FT) NORTHWEST OF A FIBERGLASS WITNESS
 NH1679'POST.
 NH1679
 NH1679                          STATION RECOVERY (1990)
 NH1679
 NH1679'RECOVERED 1990
 NH1679'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0870 ***********************************************************************
 RM0870  DESIGNATION -  LAKESIDE
 RM0870  PID         -  RM0870
 RM0870  STATE/COUNTY-  WI/DOUGLAS
 RM0870  USGS QUAD   -  POPLAR NE (1975)
 RM0870
 RM0870                         *CURRENT SURVEY CONTROL
 RM0870  ___________________________________________________________________
 RM0870* NAD 83(1991)-  46 38 53.29875(N)    091 49 46.97986(W)     ADJUSTED  
 RM0870* NAVD 88     -       233.     (meters)     764.     (feet)  SCALED    
 RM0870  ___________________________________________________________________
 RM0870  LAPLACE CORR-          -5.13  (seconds)                    DEFLEC99
 RM0870  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 RM0870
 RM0870  HORZ ORDER  -  THIRD
 RM0870
 RM0870.The horizontal coordinates were established by classical geodetic methods
 RM0870.and adjusted by the National Geodetic Survey in March 1999..
 RM0870
 RM0870.The orthometric height was scaled from a topographic map.
 RM0870
 RM0870.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0870
 RM0870.The geoid height was determined by GEOID03.
 RM0870
 RM0870;                    North         East     Units Scale Factor Converg.
 RM0870;SPC WI N     -   166,275.405   459,943.258   MT  0.99998048   -1 19 11.7
 RM0870;SPC WI N     -   545,521.89  1,508,997.17   sFT  0.99998048   -1 19 11.7
 RM0870;UTM  15      - 5,166,729.312   589,553.521   MT  0.99969857   +0 51 03.7
 RM0870
 RM0870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0870!SPC WI N     -   0.99996791  x   0.99998048  =   0.99994839
 RM0870!UTM  15      -   0.99996791  x   0.99969857  =   0.99966649
 RM0870
 RM0870|---------------------------------------------------------------------|
 RM0870| PID    Reference Object                     Distance      Geod. Az  |
 RM0870|                                                           dddmmss.s |
 RM0870| CJ3195 LAKESIDE RM 1                        27.505 METERS 08731     |
 RM0870| CJ3194 LAKESIDE AZ MK                                     0955207.1 |
 RM0870| RM0866 MAPLE                               APPROX.12.0 KM 1233653.7 |
 RM0870| CJ3196 LAKESIDE RM 2                        20.678 METERS 23925     |
 RM0870|---------------------------------------------------------------------|
 RM0870
 RM0870                          SUPERSEDED SURVEY CONTROL
 RM0870
 RM0870  NAD 83(1991)-  46 38 53.29850(N)    091 49 46.97856(W) AD(       ) 3
 RM0870  NAD 83(1986)-  46 38 53.29271(N)    091 49 46.97718(W) AD(       ) 3
 RM0870  NAD 27      -  46 38 53.51400(N)    091 49 46.29900(W) AD(       ) 3
 RM0870
 RM0870.Superseded values are not recommended for survey control.
 RM0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0870.See file dsdata.txt to determine how the superseded data were derived.
 RM0870
 RM0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM8955466729(NAD 83)
 RM0870_MARKER: DS = TRIANGULATION STATION DISK
 RM0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0870
 RM0870  HISTORY     - Date     Condition        Report By
 RM0870  HISTORY     - 1953     MONUMENTED       CGS
 RM0870  HISTORY     - 1977     GOOD             NGS
 RM0870
 RM0870                          STATION DESCRIPTION
 RM0870
 RM0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 RM0870'THE STATION IS LOCATED ABOUT 14 MILES EAST-SOUTHEAST OF SUPERIOR,
 RM0870'5 MILES NORTH NORTHWEST OF THE VILLAGE OF POPLAR, 3-1/2
 RM0870'MILES NORTH OF THE VILLAGE OF WENTWORTH AND ON THE GROUNDS OF THE
 RM0870'LAKESIDE SCHOOL.  IT IS 92 FEET SOUTHEAST OF THE SOUTHWEST CORNER
 RM0870'OF THE SCHOOL HOUSE, 83 FEET SOUTHWEST OF THE SOUTHEAST CORNER
 RM0870'OF THE SCHOOL HOUSE AND 75 FEET NORTH OF THE CENTERLINE OF
 RM0870'HIGHWAY 13.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 RM0870'AND THE DISK IS STAMPED LAKESIDE 1953.
 RM0870'
 RM0870'REFERENCE MARK NO. 1 IS 101 FEET SOUTHEAST OF THE SOUTHEAST
 RM0870'CORNER OF THE SCHOOL HOUSE AND 78 FEET NORTH OF THE CENTERLINE
 RM0870'OF HIGHWAY 13.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 RM0870'AND THE DISK IS STAMPEE LAKESIDE NO 1 1953.
 RM0870'
 RM0870'REFERENCE MARK NO. 2 IS 44 FEET NORTH OF THE CENTERLINE OF HIGHWAY
 RM0870'13, 19 FEET EAST OF THE CENTERLINE OF THE DRIVEWAY AND 6 FEET
 RM0870'NORTH OF A POWER POLE WITH A TRANSFORMER.  THE MARK IS FLUSH
 RM0870'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED LAKESIDE
 RM0870'NO 2 1953.
 RM0870'
 RM0870'AZIMUTH MARK IS 62 FEET WEST OF THE CENTERLINE OF A NORTH AND
 RM0870'SOUTH ROAD, 55 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 13
 RM0870'AND 19 FEET SOUTH OF A WITNESS POST.  THE MARK PROJECTS ABOUT 4
 RM0870'INCHES AND THE DISK IS STAMPED LAKESIDE 1953.
 RM0870'
 RM0870'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 2 AND COUNTY
 RM0870'ROUTE D IN THE VILLAGE OF POPLAR, GO NORTH AND NORTHWEST ON
 RM0870'COUNTY ROUTE D FOR 4.5 MILES TO STATE HIGHWAY 13, TURN LEFT
 RM0870'(WEST) ON HIGHWAY 13 FOR 1.5 MILES TO CROSSROADS AT A SERVICE
 RM0870'STATION ON THE RIGHT AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 RM0870'ON WEST FOR 0.2 MILE TO THE LAKESIDE SCHOOL ON THE RIGHT AND
 RM0870'THE STATION AS DESCRIBED.
 RM0870'
 RM0870'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 RM0870
 RM0870                          STATION RECOVERY (1977)
 RM0870
 RM0870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 RM0870'STATION, REFERENCE MARK NUMBER 2 WERE RECOVERED AND FOUND IN GOOD
 RM0870'CONDITION, REFERENCE MARK NUMBER 1 WAS FOUND LAYING ON ITS
 RM0870'SIDE.  THE AZIMUTH MARK WAS NOT RECOVERED.
 RM0870'
 RM0870'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 2 AND COUNTY ROAD D IN
 RM0870'THE VILLAGE OF POPLAR, GO NORTH-NORTHWEST ON COUNTY ROAD D FOR
 RM0870'4.5 MILES TO STATE HIGHWAY 13, TURN LEFT (WEST) ON HIGHWAY 13 FOR
 RM0870'1.5 MILES TO A CROSSROAD AT A SERVICE STATION ON THE RIGHT AND
 RM0870'THE AZIMUTH MARK ON THE LEFT.  CONTINUE ON WEST FOR 0.2 MILES TO
 RM0870'THE LAKESIDE SCHOOL ON THE RIGHT AND THE STATION ON THE RIGHT.
 RM0870'
 RM0870'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RM0870'ABOUT 3-1/2 MILES N OF WENTWORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AG9609 ***********************************************************************
 AG9609  DESIGNATION -  LAKESIDE
 AG9609  PID         -  AG9609
 AG9609  STATE/COUNTY-  WI/WASHBURN
 AG9609  USGS QUAD   -  MINONG (1982)
 AG9609
 AG9609                         *CURRENT SURVEY CONTROL
 AG9609  ___________________________________________________________________
 AG9609* NAD 83(1997)-  46 03 03.29007(N)    091 49 15.81569(W)     ADJUSTED  
 AG9609* NAVD 88     -       338.7    (meters)    1111.     (feet)  GPS OBS   
 AG9609  ___________________________________________________________________
 AG9609  X           -    -140,919.005 (meters)                     COMP
 AG9609  Y           -  -4,432,223.915 (meters)                     COMP
 AG9609  Z           -   4,569,401.061 (meters)                     COMP
 AG9609  LAPLACE CORR-          -7.31  (seconds)                    DEFLEC99
 AG9609  ELLIP HEIGHT-         311.32  (meters)          (12/26/02) GPS OBS
 AG9609  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AG9609
 AG9609  HORZ ORDER  -  FIRST
 AG9609  ELLP ORDER  -  THIRD     CLASS II
 AG9609
 AG9609.The horizontal coordinates were established by GPS observations
 AG9609.and adjusted by the National Geodetic Survey in December 2002..
 AG9609
 AG9609.The orthometric height was determined by GPS observations and a
 AG9609.high-resolution geoid model.
 AG9609
 AG9609.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9609
 AG9609.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9609
 AG9609.The ellipsoidal height was determined by GPS observations
 AG9609.and is referenced to NAD 83.
 AG9609
 AG9609.The geoid height was determined by GEOID03.
 AG9609
 AG9609;                    North         East     Units Scale Factor Converg.
 AG9609;SPC WI N     -    99,894.235   459,083.891   MT  0.99994742   -1 18 49.2
 AG9609;SPC WI N     -   327,736.34  1,506,177.73   sFT  0.99994742   -1 18 49.2
 AG9609;UTM  15      - 5,100,380.002   591,204.066   MT  0.99970226   +0 50 55.8
 AG9609
 AG9609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9609!SPC WI N     -   0.99995120  x   0.99994742  =   0.99989862
 AG9609!UTM  15      -   0.99995120  x   0.99970226  =   0.99965347
 AG9609
 AG9609                          SUPERSEDED SURVEY CONTROL
 AG9609
 AG9609  NAD 83(1991)-  46 03 03.28980(N)    091 49 15.81425(W) AD(       ) 1
 AG9609  ELLIP H (04/30/98)  311.34   (m)                       GP(       ) 3 2
 AG9609
 AG9609.Superseded values are not recommended for survey control.
 AG9609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9609.See file dsdata.txt to determine how the superseded data were derived.
 AG9609
 AG9609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM9120400380(NAD 83)
 AG9609_MARKER: DE = TRAVERSE STATION DISK
 AG9609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9609_STAMPING: LAKESIDE 545 RWR 1997
 AG9609_MARK LOGO: WI-129
 AG9609_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9609+STABILITY: SURFACE MOTION
 AG9609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9609+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AG9609
 AG9609  HISTORY     - Date     Condition        Report By
 AG9609  HISTORY     - 1997     MONUMENTED       WI-129
 AG9609
 AG9609                          STATION DESCRIPTION
 AG9609
 AG9609'DESCRIBED BY WASHBURN COUNTY WISCONSIN 1997 (RWR)
 AG9609'STATION IS ABOUT 2.5 MILES (4.0 KM) SOUTH OF MINONG VIA US HIGHWAY 53
 AG9609'TO BROOKLYN ROAD.  EAST VIA BROOKLYN ROAD TO LAKESIDE ROAD.  THENCE
 AG9609'SOUTH VIA LAKESIDE ROAD 1.1 MILES (1.8 KM) TO TRAIL CROSSING.  THENCE
 AG9609'CONTINUE SOUTH ALONG LAKESIDE ROAD 430 FEET (131.1 M) TO STATION WHICH
 AG9609'LIES 61 FEET (18.6 M) WEST OF THE CENTER LINE OF LAKESIDE ROAD, 18
 AG9609'FEET (5.5 M) EAST OF OLD RAILROAD (WILD RIVERS TRAIL) , 3 FEET (0.9 M)
 AG9609'WEST OF COUNTY SURVEYOR SIGN AND 82.5 FEET (25.1 M) NORTH OF MP 11
 AG9609'SIGN.  CAN TURN RIGHT (WEST) AT TRAIL CROSSING TO GET ON OLD RAILROAD
 AG9609'BED FOR EASY ACCESS TO STATION.  MONUMENT IS A 4 INCH BRONZE DISK
 AG9609'ATTACHED TO A 5 FOOT (1.5 M) LONG REBAR SET FLUSH IN A 12 INCH
 AG9609'DIAMETER BY 6.3 FOOT (1.9 M) LONG CONCRETE CYLINDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC9101 ***********************************************************************
 AC9101  DESIGNATION -  LAKETOWN E
 AC9101  PID         -  AC9101
 AC9101  STATE/COUNTY-  WI/POLK
 AC9101  USGS QUAD   -  MILLTOWN (1983)
 AC9101
 AC9101                         *CURRENT SURVEY CONTROL
 AC9101  ___________________________________________________________________
 AC9101* NAD 83(1997)-  45 36 21.00756(N)    092 32 20.69153(W)     ADJUSTED  
 AC9101* NAVD 88     -       325.3    (meters)    1067.     (feet)  GPS OBS   
 AC9101  ___________________________________________________________________
 AC9101  X           -    -198,021.928 (meters)                     COMP
 AC9101  Y           -  -4,465,549.807 (meters)                     COMP
 AC9101  Z           -   4,534,919.073 (meters)                     COMP
 AC9101  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 AC9101  ELLIP HEIGHT-         298.02  (meters)          (09/30/02) GPS OBS
 AC9101  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AC9101
 AC9101  HORZ ORDER  -  FIRST
 AC9101  ELLP ORDER  -  SECOND    CLASS I
 AC9101
 AC9101.The horizontal coordinates were established by GPS observations
 AC9101.and adjusted by the National Geodetic Survey in September 2002..
 AC9101
 AC9101.The orthometric height was determined by GPS observations and a
 AC9101.high-resolution geoid model.
 AC9101
 AC9101.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9101
 AC9101.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9101
 AC9101.The ellipsoidal height was determined by GPS observations
 AC9101.and is referenced to NAD 83.
 AC9101
 AC9101.The geoid height was determined by GEOID03.
 AC9101
 AC9101;                    North         East     Units Scale Factor Converg.
 AC9101;SPC WI C     -   200,065.003   401,950.424   MT  1.00002188   -1 47 29.5
 AC9101;SPC WI C     -   656,379.93  1,318,732.35   sFT  1.00002188   -1 47 29.5
 AC9101;UTM  15      - 5,050,357.926   535,942.594   MT  0.99961588   +0 19 45.7
 AC9101
 AC9101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9101!SPC WI C     -   0.99995328  x   1.00002188  =   0.99997516
 AC9101!UTM  15      -   0.99995328  x   0.99961588  =   0.99956918
 AC9101
 AC9101                          SUPERSEDED SURVEY CONTROL
 AC9101
 AC9101  NAD 83(1991)-  45 36 21.00690(N)    092 32 20.68961(W) AD(       ) 1
 AC9101  ELLIP H (06/10/97)  298.04   (m)                       GP(       ) 2 1
 AC9101
 AC9101.Superseded values are not recommended for survey control.
 AC9101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9101.See file dsdata.txt to determine how the superseded data were derived.
 AC9101
 AC9101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL3594350358(NAD 83)
 AC9101_MARKER: DD = SURVEY DISK
 AC9101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9101_STAMPING: LAKETOWN E. 452
 AC9101_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC9101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9101+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2005
 AC9101
 AC9101  HISTORY     - Date     Condition        Report By
 AC9101  HISTORY     - 1995     MONUMENTED       WI-095
 AC9101  HISTORY     - 20051106 GOOD             WIDT
 AC9101
 AC9101                          STATION DESCRIPTION
 AC9101
 AC9101'DESCRIBED BY POLK COUNTY WISCONSIN 1995 (TEC)
 AC9101'THE STATION IS LOCATED 3.25 MI (5.23 KM) NORTHWEST OF THE TOWN OF
 AC9101'LUCK, WISCONSIN IN THE NORTHEAST QUARTER OF SOUTHWEST QUARTER OF
 AC9101'SECTION 13, T.36N., R.18W., 4TH P.M.  TOWN OF LAKETOWN, POLK COUNTY.
 AC9101'TO REACH THE STATION FROM THE TOWN OF LUCK START AT INTERSECTION OF
 AC9101'STATE HIGHWAY 35 AND STATE HIGHWAY 48, GO NORTH 1.5 MI (2.4 KM) TO THE
 AC9101'INTERSECTION OF COUNTY TRUNK HIGHWAY B AND STATE HIGHWAY 35, GO
 AC9101'WESTERLY ALONG COUNTY TRUNK HIGHWAY B 2.75 MI, (4.43 KM) TO THE
 AC9101'STATION.  THE STATION IS LOCATED 86 FEET (26.2 M) SOUTH OF CENTERLINE
 AC9101'OF 275TH AVENUE, 95 FEET (29.0 M) WEST OF CENTERLINE OF 185TH STREET,
 AC9101'88 FEET (26.8 M) NORTHEAST OF COUNTY HIGHWAY B IN A TRIANGLE.  THE
 AC9101'STATION IS A BRASS CAP, SET IN A 1.3 FOOT (0.4 M) DIAMETER BY 6 FOOT
 AC9101'(1.8 M) DEEP CONCRETE MONUMENT FLUSH WITH GROUND SURFACE.  A PLASTIC
 AC9101'WITNESS POST IS SET 2 FEET (0.6 M) FROM THE STATION.
 AC9101
 AC9101                          STATION RECOVERY (2005)
 AC9101
 AC9101'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AC9101'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M WEST, 1.0 M
 AC9101'SOUTHEAST, AND 1.0 M NORTHEAST OF THREE ORANGE 4X4 PLASTIC GUARD
 AC9101'POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC9102 ***********************************************************************
 AC9102  DESIGNATION -  LAKETOWN N
 AC9102  PID         -  AC9102
 AC9102  STATE/COUNTY-  WI/POLK
 AC9102  USGS QUAD   -  TRADE LAKE (1983)
 AC9102
 AC9102                         *CURRENT SURVEY CONTROL
 AC9102  ___________________________________________________________________
 AC9102* NAD 83(1997)-  45 38 09.43264(N)    092 36 58.85119(W)     ADJUSTED  
 AC9102* NAVD 88     -       315.1    (meters)    1034.     (feet)  GPS OBS   
 AC9102  ___________________________________________________________________
 AC9102  X           -    -203,934.252 (meters)                     COMP
 AC9102  Y           -  -4,462,881.570 (meters)                     COMP
 AC9102  Z           -   4,537,253.221 (meters)                     COMP
 AC9102  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 AC9102  ELLIP HEIGHT-         287.99  (meters)          (09/30/02) GPS OBS
 AC9102  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AC9102
 AC9102  HORZ ORDER  -  FIRST
 AC9102  ELLP ORDER  -  SECOND    CLASS I
 AC9102
 AC9102.The horizontal coordinates were established by GPS observations
 AC9102.and adjusted by the National Geodetic Survey in September 2002..
 AC9102
 AC9102.The orthometric height was determined by GPS observations and a
 AC9102.high-resolution geoid model.
 AC9102
 AC9102.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9102
 AC9102.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9102
 AC9102.The ellipsoidal height was determined by GPS observations
 AC9102.and is referenced to NAD 83.
 AC9102
 AC9102.The geoid height was determined by GEOID03.
 AC9102
 AC9102;                    North         East     Units Scale Factor Converg.
 AC9102;SPC WI C     -   203,602.104   396,033.485   MT  1.00002873   -1 50 45.7
 AC9102;SPC WI C     -   667,984.57  1,299,319.86   sFT  1.00002873   -1 50 45.7
 AC9102;UTM  15      - 5,053,672.295   529,901.313   MT  0.99961099   +0 16 27.4
 AC9102
 AC9102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9102!SPC WI C     -   0.99995485  x   1.00002873  =   0.99998358
 AC9102!UTM  15      -   0.99995485  x   0.99961099  =   0.99956586
 AC9102
 AC9102                          SUPERSEDED SURVEY CONTROL
 AC9102
 AC9102  NAD 83(1991)-  45 38 09.43200(N)    092 36 58.84920(W) AD(       ) 1
 AC9102  ELLIP H (06/10/97)  288.01   (m)                       GP(       ) 2 1
 AC9102
 AC9102.Superseded values are not recommended for survey control.
 AC9102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9102.See file dsdata.txt to determine how the superseded data were derived.
 AC9102
 AC9102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2990153672(NAD 83)
 AC9102_MARKER: DD = SURVEY DISK
 AC9102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9102_STAMPING: LAKETOWN N. 453
 AC9102_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC9102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9102+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2005
 AC9102
 AC9102  HISTORY     - Date     Condition        Report By
 AC9102  HISTORY     - 1995     MONUMENTED       WI-095
 AC9102  HISTORY     - 20051106 GOOD             WIDT
 AC9102
 AC9102                          STATION DESCRIPTION
 AC9102
 AC9102'DESCRIBED BY POLK COUNTY WISCONSIN 1995 (TEC)
 AC9102'THE STATION IS LOCATED 8 MI (12.9 KM) NORTHWEST OF THE TOWN OF LUCK,
 AC9102'WISCONSIN IN THE SOUTHEAST QUARTER OF NORTHEAST QUARTER OF SECTION 5,
 AC9102'T.36N., R.18W., 4TH P.M.  TOWN OF LAKETOWN, POLK COUNTY.  TO REACH THE
 AC9102'STATION FROM THE TOWN OF LUCK, START AT THE INTERSECTION OF STATE
 AC9102'HIGHWAY 35 AND STATE HIGHWAY 48, GO NORTH 1.5 MI (2.4 KM) TO THE
 AC9102'INTERSECTION OF COUNTY TRUNK HIGHWAY B AND STATE HIGHWAY 35, GO NORTH
 AC9102'- NORTHWESTERLY 8.25 MI (13.28 KM) TO THE STATION.  THE STATION IS
 AC9102'LOCATED 9.5 FEET (2.9 M) WEST OF CENTERLINE OF FIELD DRIVE TO NORTH,
 AC9102'40.5 FEET (12.3 M) NORTH OF CENTERLINE COUNTY HIGHWAY B, .25 MI (0.40
 AC9102'KM) WEST OF 220TH STREET.  THE STATION IS A BRASS CAP, SET IN A 1.3
 AC9102'FOOT (0.4 M) DIAMETER BY 6 FOOT (1.8 M) DEEP CONCRETE MONUMENT FLUSH
 AC9102'WITH GROUND SURFACE.  A PLASTIC WITNESS POST IS SET 2 FEET (0.6 M)
 AC9102'FROM THE STATION.
 AC9102
 AC9102                          STATION RECOVERY (2005)
 AC9102
 AC9102'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AC9102'RECOVERED IN GOOD CONDITION.  AN ALTERNATIVE TO REACH FOLLOWS-- FROM
 AC9102'THE JUNCTION OF STATE HIGHWAY 87 (250TH STREET) WITH COUNTY HIGHWAY B
 AC9102'(295TH AVENUE) APPROXIMATELY 1 MILE SOUTH OF THE COMMUNITY OF TRADE
 AC9102'RIVER, GO EAST ON COUNTY HIGHWAY B (295TH AVENUE) FOR 2.0 MILES TO
 AC9102'230TH STREET, CONTINUE EAST ON COUNTY HIGHWAY B (295TH AVENUE) FOR
 AC9102'0.72 MILE TO THE STATION ON THE LEFT.
 AC9102'ADD-- THE STATION IS 1.0 M NORTH, 1.0 M SOUTHEAST, AND 1.0 M SOUTHWEST
 AC9102'OF THREE ORANGE 4X4 PLASTIC GUARD POSTS.
 AC9102' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC9103 ***********************************************************************
 AC9103  DESIGNATION -  LAKETOWN S
 AC9103  PID         -  AC9103
 AC9103  STATE/COUNTY-  WI/POLK
 AC9103  USGS QUAD   -  MILLTOWN (1983)
 AC9103
 AC9103                         *CURRENT SURVEY CONTROL
 AC9103  ___________________________________________________________________
 AC9103* NAD 83(1997)-  45 34 14.24126(N)    092 36 17.23402(W)     ADJUSTED  
 AC9103* NAVD 88     -       316.6    (meters)    1039.     (feet)  GPS OBS   
 AC9103  ___________________________________________________________________
 AC9103  X           -    -203,269.626 (meters)                     COMP
 AC9103  Y           -  -4,468,106.568 (meters)                     COMP
 AC9103  Z           -   4,532,173.883 (meters)                     COMP
 AC9103  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 AC9103  ELLIP HEIGHT-         289.29  (meters)          (09/30/02) GPS OBS
 AC9103  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AC9103
 AC9103  HORZ ORDER  -  FIRST
 AC9103  ELLP ORDER  -  SECOND    CLASS I
 AC9103
 AC9103.The horizontal coordinates were established by GPS observations
 AC9103.and adjusted by the National Geodetic Survey in September 2002..
 AC9103
 AC9103.The orthometric height was determined by GPS observations and a
 AC9103.high-resolution geoid model.
 AC9103
 AC9103.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9103
 AC9103.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9103
 AC9103.The ellipsoidal height was determined by GPS observations
 AC9103.and is referenced to NAD 83.
 AC9103
 AC9103.The geoid height was determined by GEOID03.
 AC9103
 AC9103;                    North         East     Units Scale Factor Converg.
 AC9103;SPC WI C     -   196,315.598   396,701.521   MT  1.00001422   -1 50 16.4
 AC9103;SPC WI C     -   644,078.76  1,301,511.57   sFT  1.00001422   -1 50 16.4
 AC9103;UTM  15      - 5,046,418.467   530,838.080   MT  0.99961169   +0 16 56.0
 AC9103
 AC9103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9103!SPC WI C     -   0.99995465  x   1.00001422  =   0.99996887
 AC9103!UTM  15      -   0.99995465  x   0.99961169  =   0.99956636
 AC9103
 AC9103                          SUPERSEDED SURVEY CONTROL
 AC9103
 AC9103  NAD 83(1991)-  45 34 14.24064(N)    092 36 17.23204(W) AD(       ) 1
 AC9103  ELLIP H (06/10/97)  289.31   (m)                       GP(       ) 2 1
 AC9103
 AC9103.Superseded values are not recommended for survey control.
 AC9103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9103.See file dsdata.txt to determine how the superseded data were derived.
 AC9103
 AC9103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL3083846418(NAD 83)
 AC9103_MARKER: DD = SURVEY DISK
 AC9103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9103_STAMPING: LAKETOWN S. 454
 AC9103_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC9103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9103+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2005
 AC9103
 AC9103  HISTORY     - Date     Condition        Report By
 AC9103  HISTORY     - 1995     MONUMENTED       WI-095
 AC9103  HISTORY     - 20051106 GOOD             WIDT
 AC9103
 AC9103                          STATION DESCRIPTION
 AC9103
 AC9103'DESCRIBED BY POLK COUNTY WISCONSIN 1995 (TEC)
 AC9103'THE STATION IS LOCATED 5.75 MI (9.25 KM) WEST OF THE TOWN OF LUCK,
 AC9103'WISCONSIN IN THE SOUTHEAST QUARTER OF SOUTHWEST QUARTER OF SECTION 28,
 AC9103'T.36N., R.18W, 4TH P.M.  TOWN OF LAKETOWN, POLK COUNTY.  TO REACH THE
 AC9103'STATION FROM THE TOWN OF LUCK, START AT WHERE STATE HIGHWAY 35
 AC9103'INTERSECTS COUNTY TRUNK HIGHWAY N, GO WEST 5.75 MI (9.25 KM) TO THE
 AC9103'STATION.  THE STATION IS LOCATED 30 FEET (9.1 M) NORTH OF CENTERLINE
 AC9103'OF COUNTY HIGHWAY N, 11.5 FEET (3.5 M) EAST OF CENTERLINE OF FIELD
 AC9103'DRIVE TO NORTH, .25 MI (0.40 KM) EAST OF COUNTY HIGHWAY Z TO THE SOUTH
 AC9103'AND 200TH STREET TO THE NORTH.  THE STATION IS A BRASS CAP, SET IN A
 AC9103'1.3 FOOT (0.4 M) DIAMETER BY 6 FOOT (1.8 M) DEEP CONCRETE MONUMENT
 AC9103'FLUSH WITH GROUND SURFACE.  A PLASTIC WITNESS POST IS SET 2 FEET (0.6
 AC9103'M) FROM THE STATION.
 AC9103
 AC9103                          STATION RECOVERY (2005)
 AC9103
 AC9103'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AC9103'RECOVERED IN GOOD CONDITION.  AN ALTERNATIVE TO REACH FOLLOWS-- FROM
 AC9103'THE JUNCTION OF STATE HIGHWAY 87 WITH COUNTY HIGHWAY M ON THE WEST
 AC9103'SIDE OF THE COMMUNITY OF CUSHING, GO EAST ON COUNTY HIGHWAY M (250TH
 AC9103'AVENUE) FOR 2.2 MILES TO 220TH STREET AND COUNTY HIGHWAY Z RIGHT,
 AC9103'CONTINUE EAST ON COUNTY HIGHWAY M (250TH AVENUE) FOR 0.22 MILE TO THE
 AC9103'STATION ON THE LEFT.
 AC9103'ADD-- THE STATION IS 1.0 M NORTH, 1.0 M SOUTHEAST, AND 1.0 M SOUTHWEST
 AC9103'OF THREE ORANGE 4X4 PLASTIC GUARD POSTS.
 AC9103' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0625 ***********************************************************************
 QM0625  DESIGNATION -  LAKEWOOD
 QM0625  PID         -  QM0625
 QM0625  STATE/COUNTY-  WI/OCONTO
 QM0625  USGS QUAD   -  TOWNSEND (1972)
 QM0625
 QM0625                         *CURRENT SURVEY CONTROL
 QM0625  ___________________________________________________________________
 QM0625* NAD 83(1991)-  45 17 13.09569(N)    088 30 51.79712(W)     ADJUSTED  
 QM0625* NAVD 88     -       399.     (meters)    1309.     (feet)  SCALED    
 QM0625  ___________________________________________________________________
 QM0625  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 QM0625  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 QM0625
 QM0625  HORZ ORDER  -  FIRST
 QM0625
 QM0625.The horizontal coordinates were established by classical geodetic methods
 QM0625.and adjusted by the National Geodetic Survey in November 1991..
 QM0625
 QM0625.The orthometric height was scaled from a topographic map.
 QM0625
 QM0625.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0625
 QM0625.The geoid height was determined by GEOID03.
 QM0625
 QM0625;                    North         East     Units Scale Factor Converg.
 QM0625;SPC WI C     -   162,596.067   716,539.187   MT  0.99996639   +1 02 53.6
 QM0625;SPC WI C     -   533,450.60  2,350,845.65   sFT  0.99996639   +1 02 53.6
 QM0625;UTM  16      - 5,015,945.505   381,240.478   MT  0.99977341   -1 04 34.7
 QM0625
 QM0625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0625!SPC WI C     -   0.99994299  x   0.99996639  =   0.99990938
 QM0625!UTM  16      -   0.99994299  x   0.99977341  =   0.99971641
 QM0625
 QM0625|---------------------------------------------------------------------|
 QM0625| PID    Reference Object                     Distance      Geod. Az  |
 QM0625|                                                           dddmmss.s |
 QM0625| CJ5219 LAKEWOOD RM 2                        22.031 METERS 02301     |
 QM0625| QM0098 RIVER                               APPROX. 2.4 KM 1593633.1 |
 QM0625| CJ5218 LAKEWOOD RM 1                        14.374 METERS 24204     |
 QM0625|---------------------------------------------------------------------|
 QM0625
 QM0625                          SUPERSEDED SURVEY CONTROL
 QM0625
 QM0625  NAD 83(1986)-  45 17 13.10070(N)    088 30 51.81228(W) AD(       ) 1
 QM0625  NAD 27      -  45 17 13.21300(N)    088 30 51.43400(W) AD(       ) 1
 QM0625
 QM0625.Superseded values are not recommended for survey control.
 QM0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0625.See file dsdata.txt to determine how the superseded data were derived.
 QM0625
 QM0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8124015946(NAD 83)
 QM0625_MARKER: DS = TRIANGULATION STATION DISK
 QM0625_SETTING: 80 = SET IN A BOULDER
 QM0625_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QM0625
 QM0625  HISTORY     - Date     Condition        Report By
 QM0625  HISTORY     - 1934     MONUMENTED       CGS
 QM0625
 QM0625                          STATION DESCRIPTION
 QM0625
 QM0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QM0625'THIS STATION IS ABOUT 3/4 MILE EAST-SOUTHEAST OF LAKEWOOD,
 QM0625'1/4 MILE WEST OF STATE HIGHWAY 32, SET IN A BOULDER WHICH
 QM0625'IS IN A SMALL CLEARED-OUT PLACE COVERED WITH BOULDERS OF
 QM0625'VARYING SIZES, ON THE EAST END OF A RIDGE.  THE BOULDER
 QM0625'CONTAINING THE MARK PROJECTS ABOUT 12 INCHES.  IT IS IN THE
 QM0625'NORTHEAST QUARTER SEC. 5, T 32 N., R. 16 E., ON LAND OF UNKNOWN
 QM0625'OWNERSHIP.
 QM0625'
 QM0625'TO REACH FROM LAKEWOOD, GO SOUTHEAST ON STATE HIGHWAY 32
 QM0625'FOR 1.3 MILES TO A POINT 100 YARDS PAST THE SUMMIT OF THE
 QM0625'RIDGE.  FROM HERE A TRAIL LEADS UP THE RIDGE IN A GENERAL
 QM0625'NORTHWESTERLY DIRECTION 460 PACES TO THE STATION.  TRUCK
 QM0625'CANNOT BE DRIVEN ON THIS TRAIL.
 QM0625'
 QM0625'REFERENCE MARK NO. 1 IS WEST OF THE STATION, 112.89 FEET
 QM0625'WEST-SOUTHWEST OF REFERENCE MARK NO. 2 AND IS SET IN A BOULDER
 QM0625'WHICH PROJECTS ABOUT 6 INCHES.
 QM0625'
 QM0625'REFERENCE MARK NO. 2 IS NORTHEAST OF THE STATION, SET IN A
 QM0625'BOULDER WHICH PROJECTS 3 INCHES.
 QM0625'
 QM0625'NO AZIMUTH MARK WAS SET.
 QM0625'
 QM0625'LIGHTS 100 FEET ABOVE ADA AND THUNDER, 87 FEET ABOVE PATZ,
 QM0625'74 FEET ABOVE NINE MILE, 47 FEET ABOVE BOULDER, 7 FEET ABOVE
 QM0625'RIVER AND ARCHIBALD, AND 4 FEET ABOVE HIGH COME INTO VIEW
 QM0625'16 FEET ABOVE THIS STATION.
 QM0625'
 QM0625'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS.
 QM0625'THERE IS NO UNDERGROUND
 QM0625'MARK.
 QM0625'
 QM0625'NOTE--STATIONS HIGH AND RIVER VISIBLE WITH SOME CLEARING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0623 ***********************************************************************
 QM0623  DESIGNATION -  LAKEWOOD UNION CHURCH SPIRE
 QM0623  PID         -  QM0623
 QM0623  STATE/COUNTY-  WI/OCONTO
 QM0623  USGS QUAD   -  TOWNSEND (1972)
 QM0623
 QM0623                         *CURRENT SURVEY CONTROL
 QM0623  ___________________________________________________________________
 QM0623* NAD 83(1991)-  45 18 05.18235(N)    088 31 37.95905(W)     ADJUSTED  
 QM0623* NAVD 88     -                                                        
 QM0623  ___________________________________________________________________
 QM0623  LAPLACE CORR-          -4.05  (seconds)                    DEFLEC99
 QM0623  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 QM0623
 QM0623  HORZ ORDER  -  THIRD
 QM0623
 QM0623.The horizontal coordinates were established by classical geodetic methods
 QM0623.and adjusted by the National Geodetic Survey in November 1991..
 QM0623
 QM0623
 QM0623.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0623
 QM0623.The geoid height was determined by GEOID03.
 QM0623
 QM0623;                    North         East     Units Scale Factor Converg.
 QM0623;SPC WI C     -   164,185.422   715,504.252   MT  0.99996823   +1 02 21.0
 QM0623;SPC WI C     -   538,665.01  2,347,450.20   sFT  0.99996823   +1 02 21.0
 QM0623;SPC WI N     -    16,050.336   715,514.415   MT  1.00005870   +1 03 44.7
 QM0623;SPC WI N     -    52,658.48  2,347,483.54   sFT  1.00005870   +1 03 44.7
 QM0623;UTM  16      - 5,017,571.824   380,265.366   MT  0.99977627   -1 05 08.5
 QM0623
 QM0623                          SUPERSEDED SURVEY CONTROL
 QM0623
 QM0623  NAD 83(1986)-  45 18 05.18667(N)    088 31 37.97427(W) AD(       ) 4
 QM0623  NAD 27      -  45 18 05.30000(N)    088 31 37.60000(W) AD(       ) 3
 QM0623
 QM0623.Superseded values are not recommended for survey control.
 QM0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0623.See file dsdata.txt to determine how the superseded data were derived.
 QM0623
 QM0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8026517572(NAD 83)
 QM0623_MARKER: 90 = CHURCH SPIRE
 QM0623
 QM0623  HISTORY     - Date     Condition        Report By
 QM0623  HISTORY     - 1921     FIRST OBSERVED   CGS
 QM0623  HISTORY     - 20021210 GOOD             USPSQD
 QM0623  HISTORY     - 20040325 GOOD             USPSQD
 QM0623
 QM0623                          STATION DESCRIPTION
 QM0623
 QM0623'DESCRIBED BY US POWER SQUADRON 2002 (DRB)
 QM0623'THE FORMER LAKEWOOD UNION CHURCH IS NOW THE
 QM0623'CHAPEL GALLERY AND GIFTS SHOP ON THE EAST SIDE OF
 QM0623'HIGHWAY 32 AT 15398.  IT HAS A ROCK FOUNDATION WALL,
 QM0623'WHITE SIDING, BROWN SHINGLED ROOF AND STEEPLE.
 QM0623'THE STEEPLE IS OF OPEN DESIGN WITH BROWN SHINGLES.
 QM0623
 QM0623                          STATION RECOVERY (2004)
 QM0623
 QM0623'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI9572 ***********************************************************************
 AI9572  HT_MOD      -  This is a Height Modernization Survey Station.
 AI9572  DESIGNATION -  LAMARTINE N GPS
 AI9572  PID         -  AI9572
 AI9572  STATE/COUNTY-  WI/FOND DU LAC
 AI9572  USGS QUAD   -  ELDORADO (1992)
 AI9572
 AI9572                         *CURRENT SURVEY CONTROL
 AI9572  ___________________________________________________________________
 AI9572* NAD 83(1997)-  43 47 05.41339(N)    088 34 21.64311(W)     ADJUSTED  
 AI9572* NAVD 88     -       267.59   (meters)     877.9    (feet)  GPS OBS   
 AI9572  ___________________________________________________________________
 AI9572  X           -     114,885.198 (meters)                     COMP
 AI9572  Y           -  -4,610,787.362 (meters)                     COMP
 AI9572  Z           -   4,391,023.756 (meters)                     COMP
 AI9572  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 AI9572  ELLIP HEIGHT-         231.79  (meters)          (07/20/01) GPS OBS
 AI9572  GEOID HEIGHT-         -35.79  (meters)                     GEOID03
 AI9572
 AI9572  HORZ ORDER  -  FIRST
 AI9572  ELLP ORDER  -  FOURTH    CLASS I
 AI9572
 AI9572.The horizontal coordinates were established by GPS observations
 AI9572.and adjusted by the National Geodetic Survey in July 2001..
 AI9572
 AI9572.The orthometric height was determined by GPS observations and a
 AI9572.high-resolution geoid model using precise GPS observation and
 AI9572.processing techniques. It supersedes the leveled height previously
 AI9572.determined for this station.
 AI9572
 AI9572.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9572
 AI9572.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9572
 AI9572.The ellipsoidal height was determined by GPS observations
 AI9572.and is referenced to NAD 83.
 AI9572
 AI9572.The geoid height was determined by GEOID03.
 AI9572
 AI9572;                    North         East     Units Scale Factor Converg.
 AI9572;SPC WI S     -   199,264.248   714,882.124   MT  0.99995493   +0 58 50.6
 AI9572;SPC WI S     -   653,752.79  2,345,409.10   sFT  0.99995493   +0 58 50.6
 AI9572;UTM  16      - 4,849,177.494   373,456.420   MT  0.99979696   -1 05 18.1
 AI9572
 AI9572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9572!SPC WI S     -   0.99996365  x   0.99995493  =   0.99991859
 AI9572!UTM  16      -   0.99996365  x   0.99979696  =   0.99976062
 AI9572
 AI9572                          SUPERSEDED SURVEY CONTROL
 AI9572
 AI9572  NAVD 88 (02/05/01)  267.593  (m)          877.93   (f) ADJUSTED    2 1
 AI9572
 AI9572.Superseded values are not recommended for survey control.
 AI9572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9572.See file dsdata.txt to determine how the superseded data were derived.
 AI9572
 AI9572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7345649177(NAD 83)
 AI9572_MARKER: DD = SURVEY DISK
 AI9572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9572_STAMPING: LAMARTINE N GPS 1993
 AI9572_MARK LOGO: WI-039
 AI9572_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9572+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2006
 AI9572
 AI9572  HISTORY     - Date     Condition        Report By
 AI9572  HISTORY     - 1993     MONUMENTED       WI-039
 AI9572  HISTORY     - 20000314 GOOD             WIDT
 AI9572  HISTORY     - 20030722 GOOD             USPSQD
 AI9572  HISTORY     - 20050511 GOOD             WIDT
 AI9572  HISTORY     - 20060623 GOOD             USPSQD
 AI9572
 AI9572                          STATION DESCRIPTION
 AI9572
 AI9572'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 AI9572'THE STATION IS LOCATED ABOUT 22.53 KM (14.00 MI) EAST-SOUTHEAST OF
 AI9572'RIPON AND 9.66 KM (6.00 MI) WEST OF FOND DU LAC. OWNERSHIP--WISCONSIN
 AI9572'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI9572'OF US HIGHWAY 41 WITH STATE HIGHWAY 23 ABOUT 3.2 KM (2.00 MI) WEST OF
 AI9572'THE CITY OF FOND DU LAC, GO WEST ON STATE HIGHWAY 23 FOR 6.59 KM (4.10
 AI9572'MI) TO HAGEMAN ROAD ON THE RIGHT, CONTINUE WEST ON STATE HIGHWAY 23
 AI9572'FOR 0.72 KM (0.45 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A
 AI9572'BRONZE FOND DU LAC COUNTY GEODETIC CONTROL MARKER DISK STAMPED
 AI9572'--LAMARTINE N GPS 1993-- SET IN THE TOP OF A 45-CM (18-INCH) DIAMETER
 AI9572'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 0.5 M (1.6 FT) BELOW THE
 AI9572'HIGHWAY PAVEMENT.  THE STATION IS 15.6 M (51.2 FT) NORTH OF THE
 AI9572'CENTERLINE OF STATE HIGHWAY 23, 80.3 M (263.5 FT) EAST OF THE
 AI9572'CENTERLINE OF PRIEPKE ROAD, 21.5 M (70.5 FT) NORTHWEST OF A WOOD POST
 AI9572'FOR --ADOPT A HIGHWAY/LAKE SHORE BOW HUNTERS-- SIGN, 18.2 M (59.7 FT)
 AI9572'WEST-SOUTHWEST OF THE SOUTH WOOD POST FOR THE --OUR RISEN SAVIOR
 AI9572'CATHOLIC CHURCH--SIGN, AND 0.6 M (2.0 FT) SOUTH OF A WHITE PLASTIC
 AI9572'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION
 AI9572'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AI9572
 AI9572                          STATION RECOVERY (2003)
 AI9572
 AI9572'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9572'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1 M EAST, 1 M WEST,
 AI9572'AND 1 M SOUTH OF THREE ORANGE PLASTIC GUARD POSTS.
 AI9572
 AI9572                          STATION RECOVERY (2005)
 AI9572
 AI9572'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9572'RECOVERED IN GOOD CONDITION.
 AI9572
 AI9572                          STATION RECOVERY (2006)
 AI9572
 AI9572'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI9573 ***********************************************************************
 AI9573  DESIGNATION -  LAMARTINE N GPS AZ MK
 AI9573  PID         -  AI9573
 AI9573  STATE/COUNTY-  WI/FOND DU LAC
 AI9573  USGS QUAD   -  ELDORADO (1992)
 AI9573
 AI9573                         *CURRENT SURVEY CONTROL
 AI9573  ___________________________________________________________________
 AI9573* NAD 83(1986)-  43 47 04.     (N)    088 34 47.     (W)     SCALED    
 AI9573* NAVD 88     -       276.981  (meters)     908.73   (feet)  ADJUSTED  
 AI9573  ___________________________________________________________________
 AI9573  GEOID HEIGHT-         -35.79  (meters)                     GEOID03
 AI9573  DYNAMIC HT  -         276.921 (meters)     908.53  (feet)  COMP
 AI9573  MODELED GRAV-     980,396.0   (mgal)                       NAVD 88
 AI9573
 AI9573  VERT ORDER  -  SECOND    CLASS I
 AI9573
 AI9573.The horizontal coordinates were scaled from a topographic map and have
 AI9573.an estimated accuracy of +/- 6 seconds.
 AI9573
 AI9573.The orthometric height was determined by differential leveling
 AI9573.and adjusted by the National Geodetic Survey in February 2001..
 AI9573
 AI9573.The geoid height was determined by GEOID03.
 AI9573
 AI9573.The dynamic height is computed by dividing the NAVD 88
 AI9573.geopotential number by the normal gravity value computed on the
 AI9573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9573.degrees latitude (g = 980.6199 gals.).
 AI9573
 AI9573.The modeled gravity was interpolated from observed gravity values.
 AI9573
 AI9573;                    North         East    Units  Estimated Accuracy
 AI9573;SPC WI S     -   199,210.      714,320.      MT  (+/- 180 meters Scaled)
 AI9573
 AI9573                          SUPERSEDED SURVEY CONTROL
 AI9573
 AI9573.No superseded survey control is available for this station.
 AI9573
 AI9573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP728491(NAD 83)
 AI9573_MARKER: DZ = AZIMUTH MARK DISK
 AI9573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9573_STAMPING: LAMARTINE N GPS 1993
 AI9573_MARK LOGO: WI-039
 AI9573_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9573+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2006
 AI9573
 AI9573  HISTORY     - Date     Condition        Report By
 AI9573  HISTORY     - 1993     MONUMENTED       WI-039
 AI9573  HISTORY     - 20000314 GOOD             WIDT
 AI9573  HISTORY     - 20030722 GOOD             USPSQD
 AI9573  HISTORY     - 20050523 GOOD             WIDT
 AI9573  HISTORY     - 20060623 GOOD             USPSQD
 AI9573
 AI9573                          STATION DESCRIPTION
 AI9573
 AI9573'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 AI9573'THE STATION IS LOCATED ABOUT 22.53 KM (14.00 MI) EAST-SOUTHEAST OF
 AI9573'RIPON AND 11.27 KM (7.00 MI) WEST OF FOND DU LAC. OWNERSHIP--WISCONSIN
 AI9573'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI9573'OF US HIGHWAY 41 WITH STATE HIGHWAY 23 ABOUT 3.2 KM (2.00 MI) WEST OF
 AI9573'THE CITY OF FOND DU LAC, GO WEST ON STATE HIGHWAY 23 FOR 7.4 KM (4.60
 AI9573'MI) TO PIEPKE ROAD TO THE RIGHT AND COUNTY HIGHWAY Y TO THE LEFT,
 AI9573'CONTINUE WEST ON STATE HIGHWAY 23 FOR 0.48 KM (0.30 MI) TO THE STATION
 AI9573'ON THE LEFT.  THE STATION IS A BRONZE FOND DU LAC COUNTY GEODETIC
 AI9573'CONTROL AZIMUTH MARK STAMPED --LAMARTINE N GPS 1993-- SET IN THE TOP
 AI9573'OF A 45-CM (18-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND
 AI9573'1.0 M (3.3 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 18.3 M
 AI9573'(60.0 FT) S0UTH OF THE CENTERLINE OF STATE HIGHWAY 23, 0.16 KM (0.10
 AI9573'MI) EAST-SOUTHEAST OF THE CENTERLINE OF PRIVATE ENTRANCE --W8443--, 97
 AI9573'M (318.2 FT) WEST OF THE TOP CENTER OF THE SOUTH END OF A 0.8 M (2.6
 AI9573'FT) DIAMETER CORRUGATED METAL CULVERT PIPE, 26.2 M (86.0 FT)
 AI9573'EAST-NORTHEAST OF A METAL POST FOR A --R/W-- SIGN, AND 0.7 M (2.3 FT)
 AI9573'NORTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 AI9573'VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 AI9573'HORIZON.
 AI9573
 AI9573                          STATION RECOVERY (2003)
 AI9573
 AI9573'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9573'RECOVERED IN GOOD CONDITION.
 AI9573
 AI9573                          STATION RECOVERY (2005)
 AI9573
 AI9573'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9573'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.7 M NORTH, 1 M
 AI9573'SOUTHEAST, AND 1 M SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 AI9573
 AI9573                          STATION RECOVERY (2006)
 AI9573
 AI9573'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI9573'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI5986 ***********************************************************************
 AI5986  HT_MOD      -  This is a Height Modernization Survey Station.
 AI5986  DESIGNATION -  LAMARTINE S GPS
 AI5986  PID         -  AI5986
 AI5986  STATE/COUNTY-  WI/FOND DU LAC
 AI5986  USGS QUAD   -  OAKFIELD (1980)
 AI5986
 AI5986                         *CURRENT SURVEY CONTROL
 AI5986  ___________________________________________________________________
 AI5986* NAD 83(1997)-  43 44 01.51262(N)    088 33 08.41712(W)     ADJUSTED  
 AI5986* NAVD 88     -       269.51   (meters)     884.2    (feet)  GPS OBS   
 AI5986  ___________________________________________________________________
 AI5986  X           -     116,621.280 (meters)                     COMP
 AI5986  Y           -  -4,614,672.189 (meters)                     COMP
 AI5986  Z           -   4,386,925.691 (meters)                     COMP
 AI5986  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 AI5986  ELLIP HEIGHT-         233.84  (meters)          (11/17/00) GPS OBS
 AI5986  GEOID HEIGHT-         -35.66  (meters)                     GEOID03
 AI5986
 AI5986  HORZ ORDER  -  FIRST
 AI5986  ELLP ORDER  -  THIRD     CLASS II
 AI5986
 AI5986.The horizontal coordinates were established by GPS observations
 AI5986.and adjusted by the National Geodetic Survey in July 2000..
 AI5986
 AI5986.The orthometric height was determined by GPS observations and a
 AI5986.high-resolution geoid model using precise GPS observation and
 AI5986.processing techniques.
 AI5986
 AI5986.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5986
 AI5986.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5986
 AI5986.The ellipsoidal height was determined by GPS observations
 AI5986.and is referenced to NAD 83.
 AI5986
 AI5986.The geoid height was determined by GEOID03.
 AI5986
 AI5986;                    North         East     Units Scale Factor Converg.
 AI5986;SPC WI S     -   193,617.831   716,617.655   MT  0.99994936   +0 59 40.9
 AI5986;SPC WI S     -   635,227.83  2,351,103.09   sFT  0.99994936   +0 59 40.9
 AI5986;UTM  16      - 4,843,473.010   374,986.773   MT  0.99979223   -1 04 23.8
 AI5986
 AI5986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5986!SPC WI S     -   0.99996333  x   0.99994936  =   0.99991269
 AI5986!UTM  16      -   0.99996333  x   0.99979223  =   0.99975557
 AI5986
 AI5986                          SUPERSEDED SURVEY CONTROL
 AI5986
 AI5986  ELLIP H (07/06/00)  233.84   (m)                       GP(       ) 2 1
 AI5986
 AI5986.Superseded values are not recommended for survey control.
 AI5986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5986.See file dsdata.txt to determine how the superseded data were derived.
 AI5986
 AI5986_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7498743473(NAD 83)
 AI5986_MARKER: DD = SURVEY DISK
 AI5986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5986_STAMPING: LAMARTINE S GPS 1993
 AI5986_MARK LOGO: WI-039
 AI5986_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI5986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5986+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2005
 AI5986
 AI5986  HISTORY     - Date     Condition        Report By
 AI5986  HISTORY     - 1993     MONUMENTED       WI-039
 AI5986  HISTORY     - 19990915 GOOD             WIDT
 AI5986  HISTORY     - 20001005 GOOD             WIDT
 AI5986  HISTORY     - 20030730 GOOD             USPSQD
 AI5986  HISTORY     - 20050411 GOOD             WIDT
 AI5986
 AI5986                          STATION DESCRIPTION
 AI5986
 AI5986'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI5986'THE STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) SOUTHWEST OF FOND DU
 AI5986'LAC, AND 4.8 KM (3.00 MI) NORTH OF OAKFIELD.  OWNERSHIP-WISCONSIN
 AI5986'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI5986'OF US HIGHWAY 151 WITH STATE HIGHWAY 49 ABOUT 0.8 KM (0.50 MI) EAST OF
 AI5986'THE CITY OF WAUPUN, GO NORTHEAST ON US HIGHWAY 151 FOR 17.5 KM (10.85
 AI5986'MI) TO COUNTY HIGHWAY Y, CONTINUE NORTHEAST ON US HIGHWAY 151 FOR 0.5
 AI5986'KM (0.30 MI) TO THE STATION ON THE LEFT.  OR FROM THE JUNCTION OF US
 AI5986'HIGHWAY 151 WITH US HIGHWAY 41 ABOUT 2.4 KM (1.50 MI) SOUTHWEST OF THE
 AI5986'CITY OF FOND DU LAC, GO SOUTHWEST ON US HIGHWAY 151 FOR 6.1 KM (3.80
 AI5986'MI) TO WONSER ROAD ON THE RIGHT, CONTINUE SOUTHWEST ON US HIGHWAY 151
 AI5986'FOR 1.1 KM (0.70 MI) TO THE STATION ON THE RIGHT. THE STATION IS A
 AI5986'BRONZE FOND DU LAC COUNTY GEODETIC CONTROL STATION DISK STAMPED
 AI5986'--LAMARTINE GPS 1993-- AND SET IN THE TOP A 45 CM (18-INCH) DIAMETER
 AI5986'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 0.5 M (1.6 FT) BELOW THE
 AI5986'HIGHWAY PAVEMENT.  THE STATION IS 12.7 M (41.7 FT) NORTH OF THE
 AI5986'CENTERLINE OF US HIGHWAY 151, 109 M (357.6 FT) EAST OF THE CENTERLINE
 AI5986'OF PRIVATE ENTRANCE --W7905--, 66 M (216.5 FT) SOUTHWEST OF A METAL
 AI5986'POST FOR --NO SHOOTING-- AND --PUBLIC LAND-- SIGNS, AND 1.0 M (3.3 FT)
 AI5986'SOUTH OF A WHITE PLASTIC WITNESS POST.
 AI5986
 AI5986                          STATION RECOVERY (2000)
 AI5986
 AI5986'RECOVERY NOTE BY WI DEPT OF TRANSP 2000 (DJH)
 AI5986'RECOVERED AS DESCRIBED.
 AI5986
 AI5986                          STATION RECOVERY (2003)
 AI5986
 AI5986'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI5986'STATION RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1 M
 AI5986'SOUTHEAST, 1 M SOUTHWEST AND 1 M NORTH OF THREE 4X4 ORANGE PLASTIC
 AI5986'GUARD POSTS.
 AI5986
 AI5986                          STATION RECOVERY (2005)
 AI5986
 AI5986'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI5986'RECOVERED IN GOOD CONDITION.  ADD--  THE STATION IS ABOUT 0.3 MILE
 AI5986'EAST OF THE NORTH END OF THE COUNTY HIGHWAY Y BRIDGE OVER HIGHWAY 151,
 AI5986'ABOUT 113 M EAST OF THE CENTERLINE OF THE DRIVEWAY TO THE RESIDENCE AT
 AI5986'--W7905--,  35.5 M EAST OF THE TOP CENTER EASTERN END OF A CULVERT ON
 AI5986'THE NORTH SIDE OF THE FRONTAGE ROAD,
 AI5986'11.5 M NORTH-NORTHWEST OF THE CENTERLINE OF THE APPARENT TWO WESTBOUND
 AI5986'LANES OF HIGHWAY 151 UNDER CONSTRUCTION, 4.9 M SOUTH-SOUTHEAST OF THE
 AI5986'CENTERLINE OF THE FRONTAGE ROAD, AND ABOUT 0.6 M BELOW THE FRONTAGE
 AI5986'ROAD SURFACE.
 AI5986' 
 AI5986' 
 AI5986' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ4504 ***********************************************************************
 AJ4504  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ4504  DESIGNATION -  LAMARTINE W GPS
 AJ4504  PID         -  AJ4504
 AJ4504  STATE/COUNTY-  WI/FOND DU LAC
 AJ4504  USGS QUAD   -  WAUPUN NORTH (1980)
 AJ4504
 AJ4504                         *CURRENT SURVEY CONTROL
 AJ4504  ___________________________________________________________________
 AJ4504* NAD 83(1997)-  43 44 06.37290(N)    088 38 03.98269(W)     ADJUSTED  
 AJ4504* NAVD 88     -       283.13   (meters)     928.9    (feet)  GPS OBS   
 AJ4504  ___________________________________________________________________
 AJ4504  X           -     110,006.366 (meters)                     COMP
 AJ4504  Y           -  -4,614,740.712 (meters)                     COMP
 AJ4504  Z           -   4,387,043.482 (meters)                     COMP
 AJ4504  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 AJ4504  ELLIP HEIGHT-         247.44  (meters)          (07/20/01) GPS OBS
 AJ4504  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 AJ4504
 AJ4504  HORZ ORDER  -  FIRST
 AJ4504  ELLP ORDER  -  FOURTH    CLASS I
 AJ4504
 AJ4504.The horizontal coordinates were established by GPS observations
 AJ4504.and adjusted by the National Geodetic Survey in July 2001..
 AJ4504
 AJ4504.The orthometric height was determined by GPS observations and a
 AJ4504.high-resolution geoid model using precise GPS observation and
 AJ4504.processing techniques.
 AJ4504
 AJ4504.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4504
 AJ4504.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ4504
 AJ4504.The ellipsoidal height was determined by GPS observations
 AJ4504.and is referenced to NAD 83.
 AJ4504
 AJ4504.The geoid height was determined by GEOID03.
 AJ4504
 AJ4504;                    North         East     Units Scale Factor Converg.
 AJ4504;SPC WI S     -   193,656.243   710,002.047   MT  0.99994949   +0 56 17.8
 AJ4504;SPC WI S     -   635,353.86  2,329,398.38   sFT  0.99994949   +0 56 17.8
 AJ4504;UTM  16      - 4,843,750.104   368,377.831   MT  0.99981309   -1 07 48.3
 AJ4504
 AJ4504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4504!SPC WI S     -   0.99996120  x   0.99994949  =   0.99991069
 AJ4504!UTM  16      -   0.99996120  x   0.99981309  =   0.99977430
 AJ4504
 AJ4504                          SUPERSEDED SURVEY CONTROL
 AJ4504
 AJ4504.No superseded survey control is available for this station.
 AJ4504
 AJ4504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6837843750(NAD 83)
 AJ4504_MARKER: DD = SURVEY DISK
 AJ4504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ4504_STAMPING: LAMARTINE W GPS 1993
 AJ4504_MARK LOGO: WI-039
 AJ4504_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ4504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ4504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4504+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2005
 AJ4504
 AJ4504  HISTORY     - Date     Condition        Report By
 AJ4504  HISTORY     - 1993     MONUMENTED       WI-039
 AJ4504  HISTORY     - 20000313 GOOD             WIDT
 AJ4504  HISTORY     - 20030730 GOOD             USPSQD
 AJ4504  HISTORY     - 20050504 GOOD             WIDT
 AJ4504
 AJ4504                          STATION DESCRIPTION
 AJ4504
 AJ4504'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 AJ4504'THE STATION IS LOCATED ABOUT 20.92 KM (13.00 MI) SOUTHEAST OF RIPON
 AJ4504'AND 16.09 KM (10.00 MI) WEST-SOUTHWEST OF FOND DU LAC .
 AJ4504'OWNERSHIP--TOWN OF LAMARTINE.  TO REACH THE STATION FROM THE JUNCTION
 AJ4504'OF US HIGHWAY 151 WITH STATE HIGHWAY 26 ABOUT 4.02 KM (2.50 MI)
 AJ4504'NORTHEAST OF THE CITY WAUPUN, GO NORTH ON STATE HIGHWAY 26 FOR 7.24 KM
 AJ4504'(4.50 MI) TO COUNTY HIGHWAY TC, TURN RIGHT AND GO EAST ON COUNTY
 AJ4504'HIGHWAY TC FOR 4.35 KM (2.70 MI) TO MERRILL ROAD ON THE LEFT AND
 AJ4504'DEHRING ROAD ON THE RIGHT, TURN LEFT AND GO NORTH ON MERRILL ROAD FOR
 AJ4504'2.09 KM (1.30 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A
 AJ4504'BRONZE FOND DU LAC COUNTY GEODETIC CONTROL MARKER DISK STAMPED
 AJ4504'--LAMARTINE W GPS 1993-- SET IN THE TOP OF A 45-CM (18-INCH) DIAMETER
 AJ4504'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE ROAD
 AJ4504'PAVEMENT.  THE STATION IS 6.9 M (22.6 FT) NORTHEAST OF THE CENTERLINE
 AJ4504'OF MERRILL ROAD, 0.48 KM (0.30 MI) SOUTHEAST OF THE CENTERLINE OF
 AJ4504'TOWNE ROAD, 16.5 M (54.1 FT) NORTH-NORTHWEST OF PRIVATE ENTRANCE
 AJ4504'--N5327--, 10.6 M (34.8 FT) NORTH OF A METAL POST FOR A --CAUTION
 AJ4504'TELEPHONE CABLE UNDERGROUND-- SIGN, 9.5 M (31.2 FT) NORTHEAST OF A
 AJ4504'TELEPHONE PEDESTAL --L3496--, AND 0.6 M (2.0 FT) NORTH-NORTHWEST OF A
 AJ4504'WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 AJ4504'OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 AJ4504
 AJ4504                          STATION RECOVERY (2003)
 AJ4504
 AJ4504'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AJ4504'STATION RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS IN THE
 AJ4504'CENTER OF A TRIANGLE FORMED BY THREE 4X4 ORANGE PLASTIC GUARD POSTS.
 AJ4504
 AJ4504                          STATION RECOVERY (2005)
 AJ4504
 AJ4504'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AJ4504'ANOTHER TO REACH-- FROM THE JUNCTION OF STATE HIGHWAY 23 AND COUNTY
 AJ4504'HIGHWAY C, 2.3 MILES EAST OF ROSENDALE, GO SOUTH ON COUNTY HIGHWAY C
 AJ4504'FOR 4.0 MILE TO COUNTY HIGHWAY T.  CONTINUE STRAIGHT AHEAD ON TOWNE
 AJ4504'ROAD FOR 0.8 MILE TO MERRILL ROAD ON THE LEFT.  TURN LEFT AND GO
 AJ4504'SOUTHEAST FOR 0.3 MILE ON MERRILL ROAD TO THE STATION ON THE LEFT.
 AJ4504'CORRECTIONS TO THE 2000 DESCRIPTION-- THE STATION IS 16.5 M (NOT 10.6
 AJ4504'M) NORTHEAST OF A METAL POST FOR A --CAUTION TELEPHONE CABLE
 AJ4504'UNDERGROUND-- SIGN, AND 9.5 M SOUTHEAST (NOT NORTHEAST) OF A NEW
 AJ4504'UN-NUMBERED TELEPHONE PEDESTAL.  NOTE-- THE STATION IS 9.0 M NORTHWEST
 AJ4504'OF A 7-METER-TALL TREE OBSTRUCTING UP TO 10 DEGREES ABOVE THE HORIZON.
 AJ4504' 
 AJ4504' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5218 ***********************************************************************
 DH5218  DESIGNATION -  LAMONT W GPS
 DH5218  PID         -  DH5218
 DH5218  STATE/COUNTY-  WI/LAFAYETTE
 DH5218  USGS QUAD   -  DARLINGTON (1962)
 DH5218
 DH5218                         *CURRENT SURVEY CONTROL
 DH5218  ___________________________________________________________________
 DH5218* NAD 83(1997)-  42 41 50.01723(N)    090 00 59.46260(W)     ADJUSTED  
 DH5218* NAVD 88     -                                                        
 DH5218  ___________________________________________________________________
 DH5218  X           -      -1,353.498 (meters)                     COMP
 DH5218  Y           -  -4,695,034.047 (meters)                     COMP
 DH5218  Z           -   4,303,033.213 (meters)                     COMP
 DH5218  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 DH5218  ELLIP HEIGHT-         281.69  (meters)          (08/01/05) GPS OBS
 DH5218  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 DH5218
 DH5218  HORZ ORDER  -  FIRST
 DH5218  ELLP ORDER  -  SECOND    CLASS I
 DH5218
 DH5218.The horizontal coordinates were established by GPS observations
 DH5218.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5218
 DH5218
 DH5218.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5218
 DH5218.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5218
 DH5218.The ellipsoidal height was determined by GPS observations
 DH5218.and is referenced to NAD 83.
 DH5218
 DH5218.The geoid height was determined by GEOID03.
 DH5218
 DH5218;                    North         East     Units Scale Factor Converg.
 DH5218;SPC WI S     -    77,456.345   598,646.552   MT  1.00000748   -0 00 40.9
 DH5218;SPC WI S     -   254,121.36  1,964,059.56   sFT  1.00000748   -0 00 40.9
 DH5218;UTM  15      - 4,731,509.928   744,378.395   MT  1.00033480   +2 01 27.0
 DH5218;UTM  16      - 4,731,606.101   252,915.509   MT  1.00035117   -2 02 47.8
 DH5218
 DH5218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5218!SPC WI S     -   0.99995582  x   1.00000748  =   0.99996330
 DH5218!UTM  15      -   0.99995582  x   1.00033480  =   1.00029061
 DH5218!UTM  16      -   0.99995582  x   1.00035117  =   1.00030698
 DH5218
 DH5218                          SUPERSEDED SURVEY CONTROL
 DH5218
 DH5218.No superseded survey control is available for this station.
 DH5218
 DH5218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH4437831510(NAD 83)
 DH5218_MARKER: DD = SURVEY DISK
 DH5218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5218_STAMPING: LAMONT W GPS 2004
 DH5218_MARK LOGO: WIDT  
 DH5218_PROJECTION: FLUSH
 DH5218_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5218+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5218
 DH5218  HISTORY     - Date     Condition        Report By
 DH5218  HISTORY     - 2003     MONUMENTED       WIDT
 DH5218
 DH5218                          STATION DESCRIPTION
 DH5218
 DH5218'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5218'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH5218'STATION FROM THE  JUNCTION OF STATE HIGHWAY 23 WITH STATE HIGHWAY 81
 DH5218'AT THE INTERSECTION OF MAIN STREET  WITH LOUISA STREET IN THE CITY OF
 DH5218'DARLINGTON, GO EASTERLY ON STATE HIGHWAY 81 (LOUISA  STREET) FOR 6.2
 DH5218'MI TO OTTER CREEK ROAD ON THE LEFT CONTINUE EAST ON STATE HIGHWAY 81
 DH5218'FOR 0.6 MI TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DH5218'WISCONSIN DEPARTMENT OF  TRANSPORTATION GEODETIC SURVEY CONTROL
 DH5218'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER  CONCRETE POST ABOUT
 DH5218'0.5 M ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 11.1 M SOUTH OF  THE
 DH5218'CENTERLINE OF STATE HIGHWAY 81,  0.05 MI WEST OF CENTER LAMONT ROAD,
 DH5218'14 M EAST OF THE  EXTENDED CENTERLINE OF PRIVATE ENTRANCE --10086--, 3
 DH5218'NORTH OF A CULTIVATED FIELD, 1.0 M  WEST OF AN ORANGE 4X4 PLASTIC
 DH5218'WITNESS POST, AND 1.0 M EAST OF AN ORANGE 4X4 PLASTIC  WITNESS POST.
 DH5218'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH5218'THAN  15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0584 ***********************************************************************
 QN0584  DESIGNATION -  LAMPSON
 QN0584  PID         -  QN0584
 QN0584  STATE/COUNTY-  WI/WASHBURN
 QN0584  USGS QUAD   -  TREGO (1982)
 QN0584
 QN0584                         *CURRENT SURVEY CONTROL
 QN0584  ___________________________________________________________________
 QN0584* NAD 83(1991)-  45 59 12.32400(N)    091 47 40.19886(W)     ADJUSTED  
 QN0584* NAVD 88     -       419.54   (+/-2cm)    1376.4    (feet)  VERTCON   
 QN0584  ___________________________________________________________________
 QN0584  LAPLACE CORR-          -9.24  (seconds)                    DEFLEC99
 QN0584  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 QN0584
 QN0584  HORZ ORDER  -  FIRST
 QN0584  VERT ORDER  -  THIRD ? (See Below)
 QN0584
 QN0584.The horizontal coordinates were established by classical geodetic methods
 QN0584.and adjusted by the National Geodetic Survey in March 1999..
 QN0584
 QN0584.The NAVD 88 height was computed by applying the VERTCON shift value to
 QN0584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QN0584.The vertical order pertains to the NGVD 29 superseded value.
 QN0584
 QN0584.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0584
 QN0584.The geoid height was determined by GEOID03.
 QN0584
 QN0584;                    North         East     Units Scale Factor Converg.
 QN0584;SPC WI N     -    92,718.456   460,977.711   MT  0.99995031   -1 17 40.2
 QN0584;SPC WI N     -   304,193.80  1,512,391.04   sFT  0.99995031   -1 17 40.2
 QN0584;UTM  15      - 5,093,282.509   593,366.719   MT  0.99970716   +0 52 01.3
 QN0584
 QN0584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0584!SPC WI N     -   0.99993861  x   0.99995031  =   0.99988893
 QN0584!UTM  15      -   0.99993861  x   0.99970716  =   0.99964579
 QN0584
 QN0584|---------------------------------------------------------------------|
 QN0584| PID    Reference Object                     Distance      Geod. Az  |
 QN0584|                                                           dddmmss.s |
 QN0584| CJ5221 LAMPSON RM 1                         19.461 METERS 06004     |
 QN0584| QN0583 LAMPSON LOOKOUT                       6.492 METERS 08417     |
 QN0584| CJ5222 LAMPSON RM 2                         15.779 METERS 14243     |
 QN0584| CJ5220 LAMPSON AZ MK                                      2014106.4 |
 QN0584|---------------------------------------------------------------------|
 QN0584
 QN0584                          SUPERSEDED SURVEY CONTROL
 QN0584
 QN0584  NAD 83(1991)-  45 59 12.32179(N)    091 47 40.19944(W) AD(       ) 1
 QN0584  NAD 83(1986)-  45 59 12.31560(N)    091 47 40.19531(W) AD(       ) 1
 QN0584  NAD 27      -  45 59 12.50900(N)    091 47 39.55400(W) AD(       ) 1
 QN0584  NGVD 29 (07/19/86)  419.53   (m)         1376.4    (f) LEVELING    3  
 QN0584
 QN0584.Superseded values are not recommended for survey control.
 QN0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0584.See file dsdata.txt to determine how the superseded data were derived.
 QN0584
 QN0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL9336793283(NAD 83)
 QN0584_MARKER: DS = TRIANGULATION STATION DISK
 QN0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0584
 QN0584  HISTORY     - Date     Condition        Report By
 QN0584  HISTORY     - 1934     MONUMENTED       CGS
 QN0584  HISTORY     - 1953     GOOD             CGS
 QN0584
 QN0584                          STATION DESCRIPTION
 QN0584
 QN0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QN0584'STATION IS ABOUT 1 MILE EAST OF LAMPSON, ABOUT 11 MILES
 QN0584'NORTH-NORTHEAST OF SPOONER, ABOUT 15 MILES WEST OF HAYWARD,
 QN0584'ABOUT 2 MILES WEST OF GULL LAKE, IN SOUTHWEST QUARTER OF SEC.
 QN0584'31, T. 41 N., R. 11 W., ON LAND LEASED BY THE STATE FOR FIRE
 QN0584'TOWER SITE (SURROUNDING LAND OWNED BY E.R. MC KINNEY), ON THE
 QN0584'WEST SIDE OF THE LAMPSON LOOKOUT, 21.3 FEET WEST OF CENTER OF
 QN0584'THE LOOKOUT TOWER, 17 FEET SOUTHWEST OF THE NORTHWEST LEG OF
 QN0584'LOOKOUT TOWER, 14 FEET NORTHWEST OF SOUTHWEST LEG OF LOOKOUT
 QN0584'TOWER, 18 FEET SOUTHEAST OF NORTHWEST EDGE OF CLEARING AT
 QN0584'EDGE OF SLOPE, AND PROJECTS 2 INCHES.
 QN0584'
 QN0584'TO REACH FROM SPOONER, GO NORTH ON U.S. ROUTE 53 ABOUT 12 MILES
 QN0584'TO LAMPSON, THENCE EAST ON COUNTY ROUTE F (UNMARKED) 1.2 MILES
 QN0584'TO FARM ROAD LEADING NORTH THROUGH GATE TO THE LAMPSON LOOKOUT.
 QN0584'FOLLOW THIS ROAD NORTH 0.25 MILE TO THE LOOKOUT AND STATION.
 QN0584'
 QN0584'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 20 FEET NORTHWEST OF
 QN0584'NORTHWEST CORNER OF A SMALL FRAME HOUSE, 35 FEET EAST-NORTHEAST OF
 QN0584'THE NORTHEAST LEG OF LOOKOUT TOWER, AND PROJECTS 6 INCHES.
 QN0584'
 QN0584'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF STATION, 8 FEET
 QN0584'NORTHWEST OF THE LAST TELEPHONE POLE, 20 FEET SOUTHWEST OF TRAIL
 QN0584'THAT LEADS TO THE LOOKOUT TOWER, 76.90 FEET SOUTHWEST OF
 QN0584'REFERENCE MARK NO. 1, AND PROJECTS 4 INCHES.
 QN0584'
 QN0584'AZIMUTH MARK IS SOUTH-SOUTHWEST OF STATION, 21 FEET NORTH OF
 QN0584'CENTERLINE OF COUNTY ROUTE F, 4 FEET WEST OF A TELEPHONE POLE,
 QN0584'3 FEET NORTH OF A DRAINAGE DITCH ON NORTH SIDE OF ROAD, AND
 QN0584'PROJECTS 4 INCHES.
 QN0584'
 QN0584'A 60-FOOT SIGNAL AT POTATO IS VISIBLE FROM THE GROUND.
 QN0584'
 QN0584'A 74-FOOT SIGNAL AT BANK IS VISIBLE FROM THE GROUND.
 QN0584'
 QN0584'A 74-FOOT SIGNAL AT SPOONER IS VISIBLE FROM THE GROUND.
 QN0584'
 QN0584'A 60-FOOT SIGNAL AT MARKER IS VISIBLE FROM THE GROUND.
 QN0584'
 QN0584'A 47-FOOT SIGNAL AT MC KENZIE COMES INTO VIEW AT 25 FEET.
 QN0584'
 QN0584'AN 87-FOOT SIGNAL AT SUGAR IS VISIBLE FROM THE GROUND.
 QN0584'
 QN0584'A 74-FOOT SIGNAL AT MULLALY COMES INTO VIEW AT 15 FEET.
 QN0584'
 QN0584'HEIGHT OF LIGHT ABOVE STATION MARK - 74 FEET.
 QN0584
 QN0584                          STATION RECOVERY (1953)
 QN0584
 QN0584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 QN0584'THE STATION WAS RECOVERED AS DESCRIBED IN 1934 AND ALL MARKS WERE
 QN0584'FOUND IN GOOD CONDITION.  THE DISTANCE AND DIRECTION WAS CHECKED TO
 QN0584'ALL MARKS AND FOUND TO BE CORRECT.  THE 1934 DESCRIPTION AND
 QN0584'TO REACH IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0583 ***********************************************************************
 QN0583  DESIGNATION -  LAMPSON LOOKOUT
 QN0583  PID         -  QN0583
 QN0583  STATE/COUNTY-  WI/WASHBURN
 QN0583  USGS QUAD   -  TREGO (1982)
 QN0583
 QN0583                         *CURRENT SURVEY CONTROL
 QN0583  ___________________________________________________________________
 QN0583* NAD 83(1991)-  45 59 12.34493(N)    091 47 39.89873(W)     ADJUSTED  
 QN0583* NAVD 88     -                                                        
 QN0583  ___________________________________________________________________
 QN0583  LAPLACE CORR-          -9.24  (seconds)                    DEFLEC99
 QN0583  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 QN0583
 QN0583  HORZ ORDER  -  THIRD
 QN0583
 QN0583.The horizontal coordinates were established by classical geodetic methods
 QN0583.and adjusted by the National Geodetic Survey in March 1999..
 QN0583
 QN0583
 QN0583.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0583
 QN0583.The geoid height was determined by GEOID03.
 QN0583
 QN0583;                    North         East     Units Scale Factor Converg.
 QN0583;SPC WI N     -    92,718.956   460,984.183   MT  0.99995031   -1 17 40.0
 QN0583;SPC WI N     -   304,195.44  1,512,412.27   sFT  0.99995031   -1 17 40.0
 QN0583;UTM  15      - 5,093,283.253   593,373.166   MT  0.99970718   +0 52 01.5
 QN0583
 QN0583                          SUPERSEDED SURVEY CONTROL
 QN0583
 QN0583  NAD 83(1991)-  45 59 12.34272(N)    091 47 39.89931(W) AD(       ) 4
 QN0583  NAD 83(1986)-  45 59 12.33666(N)    091 47 39.89520(W) AD(       ) 4
 QN0583  NAD 27      -  45 59 12.53000(N)    091 47 39.25400(W) AD(       ) 3
 QN0583
 QN0583.Superseded values are not recommended for survey control.
 QN0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0583.See file dsdata.txt to determine how the superseded data were derived.
 QN0583
 QN0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL9337393283(NAD 83)
 QN0583_MARKER: 57 = LOOKOUT TOWER
 QN0583
 QN0583  HISTORY     - Date     Condition        Report By
 QN0583  HISTORY     - 1934     FIRST OBSERVED   CGS
 QN0583
 QN0583                          STATION DESCRIPTION
 QN0583
 QN0583'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5531 ***********************************************************************
 DH5531  DESIGNATION -  LANARK E GPS
 DH5531  PID         -  DH5531
 DH5531  STATE/COUNTY-  WI/PORTAGE
 DH5531  USGS QUAD   -  BLAINE (1969)
 DH5531
 DH5531                         *CURRENT SURVEY CONTROL
 DH5531  ___________________________________________________________________
 DH5531* NAD 83(1997)-  44 22 00.44143(N)    089 15 13.83948(W)     ADJUSTED  
 DH5531* NAVD 88     -                                                        
 DH5531  ___________________________________________________________________
 DH5531  X           -      59,477.445 (meters)                     COMP
 DH5531  Y           -  -4,566,893.938 (meters)                     COMP
 DH5531  Z           -   4,437,523.759 (meters)                     COMP
 DH5531  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 DH5531  ELLIP HEIGHT-         293.87  (meters)          (08/01/05) GPS OBS
 DH5531  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 DH5531
 DH5531  HORZ ORDER  -  FIRST
 DH5531  ELLP ORDER  -  SECOND    CLASS I
 DH5531
 DH5531.The horizontal coordinates were established by GPS observations
 DH5531.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5531
 DH5531
 DH5531.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5531
 DH5531.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5531
 DH5531.The ellipsoidal height was determined by GPS observations
 DH5531.and is referenced to NAD 83.
 DH5531
 DH5531.The geoid height was determined by GEOID03.
 DH5531
 DH5531;                    North         East     Units Scale Factor Converg.
 DH5531;SPC WI C     -    59,549.866   659,474.362   MT  0.99997997   +0 31 35.3
 DH5531;SPC WI C     -   195,373.19  2,163,625.47   sFT  0.99997997   +0 31 35.3
 DH5531;UTM  16      - 4,915,083.133   320,415.872   MT  0.99999663   -1 34 35.1
 DH5531
 DH5531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5531!SPC WI C     -   0.99995392  x   0.99997997  =   0.99993389
 DH5531!UTM  16      -   0.99995392  x   0.99999663  =   0.99995055
 DH5531
 DH5531                          SUPERSEDED SURVEY CONTROL
 DH5531
 DH5531.No superseded survey control is available for this station.
 DH5531
 DH5531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ2041615083(NAD 83)
 DH5531_MARKER: DD = SURVEY DISK
 DH5531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5531_STAMPING: LANARK E GPS 2004
 DH5531_MARK LOGO: WIDT  
 DH5531_PROJECTION: FLUSH
 DH5531_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5531+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH5531
 DH5531  HISTORY     - Date     Condition        Report By
 DH5531  HISTORY     - 2003     MONUMENTED       WIDT
 DH5531  HISTORY     - 20051228 GOOD             WIDT
 DH5531
 DH5531                          STATION DESCRIPTION
 DH5531
 DH5531'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5531'OWNERSHIP--TOWNSHIP OF LANARK.  TO REACH THE STATION FROM THE
 DH5531'JUNCTION OF STATE HIGHWAY 54 WITH COUNTY HIGHWAY TT ABOUT 9 MI WEST OF
 DH5531'THE CITY OF  WAUPACA, GO NORTH ON COUNTY HIGHWAY TT FOR 1.0 MI TO
 DH5531'WHERE COUNTY HIGHWAY TT GOES  WEST AND BUELOW ROAD GOES RIGHT, TURN
 DH5531'RIGHT AND GO EAST ON BUELOW ROAD FOR 1.0 MI TO  DULSKE ROAD ON THE
 DH5531'RIGHT, CONTINUE EAST ON BUELOW ROAD FOR 0.55 MI TO THE STATION ON  THE
 DH5531'RIGHT.  THE STATION IS A  BRONZE WISCONSIN DEPARTMENT OF
 DH5531'TRANSPORTATION GEODETIC  SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH5531'A 41-CM DIAMETER CONCRETE POST ABOUT  LEVEL WITH THE ROAD PAVEMENT.
 DH5531'THE STATION IS 5.8 M SOUTH OF THE CENTERLINE OF BUELOW  ROAD, 83 M
 DH5531'EAST-SOUTHEAST OF A POWERPOLE --22-10-23 26/26--, 16.9 M SOUTHWEST OF
 DH5531'A  POWERPOLE --22-10-23 29/26, 1.0 M EAST OF AN  ORANGE 4X4  PLASTIC
 DH5531'WITNESS POST AND 1.0 M WEST OF AN  ORANGE 4X4  PLASTIC WITNESS POST.
 DH5531'---NOTE---THIS  STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER
 DH5531'THAN 20 DEGREES ABOVE THE HORIZON.
 DH5531
 DH5531                          STATION RECOVERY (2005)
 DH5531
 DH5531'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5531'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0920 ***********************************************************************
 NJ0920  DESIGNATION -  LANCASTER
 NJ0920  PID         -  NJ0920
 NJ0920  STATE/COUNTY-  WI/GRANT
 NJ0920  USGS QUAD   -  LANCASTER (1962)
 NJ0920
 NJ0920                         *CURRENT SURVEY CONTROL
 NJ0920  ___________________________________________________________________
 NJ0920* NAD 83(1991)-  42 51 00.30701(N)    090 42 38.41848(W)     ADJUSTED  
 NJ0920* NAVD 88     -       335.     (meters)    1099.     (feet)  SCALED    
 NJ0920  ___________________________________________________________________
 NJ0920  LAPLACE CORR-          -4.48  (seconds)                    DEFLEC99
 NJ0920  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 NJ0920
 NJ0920  HORZ ORDER  -  THIRD
 NJ0920
 NJ0920.The horizontal coordinates were established by classical geodetic methods
 NJ0920.and adjusted by the National Geodetic Survey in March 1999..
 NJ0920
 NJ0920.The orthometric height was scaled from a topographic map.
 NJ0920
 NJ0920.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0920
 NJ0920.The geoid height was determined by GEOID03.
 NJ0920
 NJ0920;                    North         East     Units Scale Factor Converg.
 NJ0920;SPC WI S     -    94,684.380   541,912.402   MT  0.99997851   -0 29 17.9
 NJ0920;SPC WI S     -   310,643.67  1,777,924.27   sFT  0.99997851   -0 29 17.9
 NJ0920;UTM  15      - 4,746,709.441   687,056.196   MT  1.00003048   +1 33 26.6
 NJ0920
 NJ0920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0920!SPC WI S     -   0.99995257  x   0.99997851  =   0.99993108
 NJ0920!UTM  15      -   0.99995257  x   1.00003048  =   0.99998305
 NJ0920
 NJ0920:                Primary Azimuth Mark                     Grid Az
 NJ0920:SPC WI S     -  LANCASTER CO HOSP AND HOME TK            142 28 19.5
 NJ0920:UTM  15      -  LANCASTER CO HOSP AND HOME TK            140 25 35.0
 NJ0920
 NJ0920|---------------------------------------------------------------------|
 NJ0920| PID    Reference Object                     Distance      Geod. Az  |
 NJ0920|                                                           dddmmss.s |
 NJ0920| NJ0918 LANCASTER CO HOSP AND HOME TK       APPROX. 3.4 KM 1415901.6 |
 NJ0920| NJ0917 LANCASTER MUNICIPAL TANK            334.546 METERS 15431     |
 NJ0920| CI9956 LANCASTER RM 1                       22.107 METERS 16337     |
 NJ0920| NJ0922 LANCASTER CO COURTHOUSE DOME        290.788 METERS 17242     |
 NJ0920| NJ0921 LANCASTER ST CLEMENTS CATH CH       349.125 METERS 20044     |
 NJ0920| CI9955 LANCASTER AZ MK                                    2523928.2 |
 NJ0920| NJ0966 DODGE                               APPROX.16.5 KM 2645132.1 |
 NJ0920| CI9957 LANCASTER RM 2                       21.547 METERS 26505     |
 NJ0920|---------------------------------------------------------------------|
 NJ0920
 NJ0920                          SUPERSEDED SURVEY CONTROL
 NJ0920
 NJ0920  NAD 83(1991)-  42 51 00.30360(N)    090 42 38.41533(W) AD(       ) 3
 NJ0920  NAD 83(1986)-  42 51 00.30042(N)    090 42 38.41780(W) AD(       ) 3
 NJ0920  NAD 27      -  42 51 00.33570(N)    090 42 37.96570(W) AD(       ) 3
 NJ0920
 NJ0920.Superseded values are not recommended for survey control.
 NJ0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0920.See file dsdata.txt to determine how the superseded data were derived.
 NJ0920
 NJ0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8705646709(NAD 83)
 NJ0920_MARKER: DS = TRIANGULATION STATION DISK
 NJ0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0920_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0920+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2004
 NJ0920
 NJ0920  HISTORY     - Date     Condition        Report By
 NJ0920  HISTORY     - 1958     MONUMENTED       CGS
 NJ0920  HISTORY     - 19980917 GOOD             USPSQD
 NJ0920  HISTORY     - 20041013 GOOD             INDIV
 NJ0920
 NJ0920                          STATION DESCRIPTION
 NJ0920
 NJ0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 NJ0920'THE STATION IS IN THE NORTHEAST ANGLE OF THE INTERSECTION OF N.
 NJ0920'JEFFERSON AND W. ELM STREETS TWO BLOCKS NORTH OF THE BUSINESS
 NJ0920'DISTRICT IN LANCASTER.  IT IS 137 FEET SOUTHWEST OF THE
 NJ0920'SOUTHWEST CORNER OF THE SCHREINER MEMORIAL LIBRARY WHICH
 NJ0920'IS CITY OWNED, 70 FEET NORTHEAST OF THE INTERSECTION, 50
 NJ0920'FEET EAST OF THE CENTERLINE OF N. JEFFERSON STREET AND 49 FEET
 NJ0920'NORTH OF THE CENTERLINE OF W. ELM STREET.  THE MONUMENT IS
 NJ0920'FLUSH AND THE DISK IS STAMPED LANCASTER 1958.
 NJ0920'
 NJ0920'REFERENCE MARK 1 IS 23 FEET SOUTH OF THE CENTERLINE OF W.
 NJ0920'ELM STREET AND 22 FEET EAST OF A 40 INCH MAPLE TREE.  THE
 NJ0920'MONUMENT IS FLUSH AND THE DISK IS STAMPED LANCASTER NO 1 1958.
 NJ0920'
 NJ0920'REFERENCE MARK 2 IS 28 FEET NORTHWEST OF THE INTERSECTION AND 19
 NJ0920'FEET WEST OF THE CENTERLINE OF N. JEFFERSON STREET.  THE MONUMENT
 NJ0920'IS FLUSH AND THE DISK IS STAMPED LANCASTER NO 2 1958.
 NJ0920'
 NJ0920'THE AZIMUTH MARK IS 56 FEET SOUTHEAST OF THE INTERSECTION OF
 NJ0920'W. ELM AND N. WASHINGTON STREETS, 18 FEET EAST OF THE
 NJ0920'CENTERLINE OF N. WASHINGTON STREET AND 2 FEET SOUTH OF A
 NJ0920'POWER POLE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 NJ0920'LANCASTER 1958.
 NJ0920'
 NJ0920'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NJ0920
 NJ0920                          STATION RECOVERY (1998)
 NJ0920
 NJ0920'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0920'RECOVERED IN GOOD CONDITION.
 NJ0920
 NJ0920                          STATION RECOVERY (2004)
 NJ0920
 NJ0920'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JPA)
 NJ0920'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0922 ***********************************************************************
 NJ0922  DESIGNATION -  LANCASTER CO COURTHOUSE DOME
 NJ0922  PID         -  NJ0922
 NJ0922  STATE/COUNTY-  WI/GRANT
 NJ0922  USGS QUAD   -  LANCASTER (1962)
 NJ0922
 NJ0922                         *CURRENT SURVEY CONTROL
 NJ0922  ___________________________________________________________________
 NJ0922* NAD 83(1991)-  42 50 50.96007(N)    090 42 36.79116(W)     ADJUSTED  
 NJ0922* NAVD 88     -                                                        
 NJ0922  ___________________________________________________________________
 NJ0922  LAPLACE CORR-          -4.50  (seconds)                    DEFLEC99
 NJ0922  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 NJ0922
 NJ0922  HORZ ORDER  -  THIRD
 NJ0922
 NJ0922.The horizontal coordinates were established by classical geodetic methods
 NJ0922.and adjusted by the National Geodetic Survey in March 1999..
 NJ0922
 NJ0922
 NJ0922.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0922
 NJ0922.The geoid height was determined by GEOID03.
 NJ0922
 NJ0922;                    North         East     Units Scale Factor Converg.
 NJ0922;SPC WI S     -    94,395.651   541,946.892   MT  0.99997894   -0 29 16.8
 NJ0922;SPC WI S     -   309,696.40  1,778,037.43   sFT  0.99997894   -0 29 16.8
 NJ0922;UTM  15      - 4,746,422.112   687,100.973   MT  1.00003069   +1 33 27.4
 NJ0922
 NJ0922                          SUPERSEDED SURVEY CONTROL
 NJ0922
 NJ0922  NAD 83(1991)-  42 50 50.95626(N)    090 42 36.78807(W) AD(       ) 4
 NJ0922  NAD 83(1986)-  42 50 50.95319(N)    090 42 36.79016(W) AD(       ) 4
 NJ0922  NAD 27      -  42 50 50.98700(N)    090 42 36.33900(W) AD(       ) 3
 NJ0922
 NJ0922.Superseded values are not recommended for survey control.
 NJ0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0922.See file dsdata.txt to determine how the superseded data were derived.
 NJ0922
 NJ0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8710146422(NAD 83)
 NJ0922_MARKER: 87 = DOME
 NJ0922
 NJ0922  HISTORY     - Date     Condition        Report By
 NJ0922  HISTORY     - 1931     FIRST OBSERVED   CGS
 NJ0922  HISTORY     - 1958     GOOD             CGS
 NJ0922  HISTORY     - 19980917 GOOD             USPSQD
 NJ0922
 NJ0922                          STATION DESCRIPTION
 NJ0922
 NJ0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 NJ0922'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 NJ0922
 NJ0922                          STATION RECOVERY (1998)
 NJ0922
 NJ0922'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0922'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0918 ***********************************************************************
 NJ0918  DESIGNATION -  LANCASTER CO HOSP AND HOME TK
 NJ0918  PID         -  NJ0918
 NJ0918  STATE/COUNTY-  WI/GRANT
 NJ0918  USGS QUAD   -  LANCASTER (1962)
 NJ0918
 NJ0918                         *CURRENT SURVEY CONTROL
 NJ0918  ___________________________________________________________________
 NJ0918* NAD 83(1991)-  42 49 32.91028(N)    090 41 05.61142(W)     ADJUSTED  
 NJ0918* NAVD 88     -                                                        
 NJ0918  ___________________________________________________________________
 NJ0918  LAPLACE CORR-          -5.04  (seconds)                    DEFLEC99
 NJ0918  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 NJ0918
 NJ0918  HORZ ORDER  -  THIRD
 NJ0918
 NJ0918.The horizontal coordinates were established by classical geodetic methods
 NJ0918.and adjusted by the National Geodetic Survey in March 1999..
 NJ0918
 NJ0918
 NJ0918.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0918
 NJ0918.The geoid height was determined by GEOID03.
 NJ0918
 NJ0918;                    North         East     Units Scale Factor Converg.
 NJ0918;SPC WI S     -    91,969.983   543,997.341   MT  0.99998264   -0 28 14.1
 NJ0918;SPC WI S     -   301,738.19  1,784,764.61   sFT  0.99998264   -0 28 14.1
 NJ0918;UTM  15      - 4,744,071.037   689,236.800   MT  1.00004058   +1 34 27.2
 NJ0918
 NJ0918                          SUPERSEDED SURVEY CONTROL
 NJ0918
 NJ0918  NAD 83(1991)-  42 49 32.90684(N)    090 41 05.60763(W) AD(       ) 4
 NJ0918  NAD 83(1986)-  42 49 32.90375(N)    090 41 05.61005(W) AD(       ) 4
 NJ0918  NAD 27      -  42 49 32.93400(N)    090 41 05.16200(W) AD(       ) 3
 NJ0918
 NJ0918.Superseded values are not recommended for survey control.
 NJ0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0918.See file dsdata.txt to determine how the superseded data were derived.
 NJ0918
 NJ0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8923744071(NAD 83)
 NJ0918_MARKER: 51 = TANK
 NJ0918
 NJ0918  HISTORY     - Date     Condition        Report By
 NJ0918  HISTORY     - 1931     FIRST OBSERVED   CGS
 NJ0918  HISTORY     - 1958     GOOD             CGS
 NJ0918  HISTORY     - 19980917 MARK NOT FOUND   USPSQD
 NJ0918
 NJ0918                          STATION DESCRIPTION
 NJ0918
 NJ0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 NJ0918'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  ON THE
 NJ0918'1931 LISTS IT WAS JUST CALLED A WATER TANK.
 NJ0918
 NJ0918                          STATION RECOVERY (1998)
 NJ0918
 NJ0918'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0918'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0993 ***********************************************************************
 NJ0993  FBN         -  This is a Federal Base Network Control Station.
 NJ0993  DESIGNATION -  LANCASTER GPS
 NJ0993  PID         -  NJ0993
 NJ0993  STATE/COUNTY-  WI/GRANT
 NJ0993  USGS QUAD   -  LANCASTER (1962)
 NJ0993
 NJ0993                         *CURRENT SURVEY CONTROL
 NJ0993  ___________________________________________________________________
 NJ0993* NAD 83(1997)-  42 49 39.83702(N)    090 41 14.75442(W)     ADJUSTED  
 NJ0993* NAVD 88     -       331.4    (meters)    1087.     (feet)  GPS OBS   
 NJ0993  ___________________________________________________________________
 NJ0993  X           -     -56,211.474 (meters)                     COMP
 NJ0993  Y           -  -4,684,865.879 (meters)                     COMP
 NJ0993  Z           -   4,313,689.131 (meters)                     COMP
 NJ0993  LAPLACE CORR-          -5.00  (seconds)                    DEFLEC99
 NJ0993  ELLIP HEIGHT-         298.86  (meters)          (08/01/05) GPS OBS
 NJ0993  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 NJ0993
 NJ0993  HORZ ORDER  -  A
 NJ0993  ELLP ORDER  -  THIRD     CLASS I
 NJ0993
 NJ0993.The horizontal coordinates were established by GPS observations
 NJ0993.and adjusted by the National Geodetic Survey in April 1999..
 NJ0993
 NJ0993.The orthometric height was determined by GPS observations and a
 NJ0993.high-resolution geoid model.
 NJ0993
 NJ0993.Photographs are available for this station.
 NJ0993
 NJ0993.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NJ0993
 NJ0993.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0993
 NJ0993.The ellipsoidal height was determined by GPS observations
 NJ0993.and is referenced to NAD 83.
 NJ0993
 NJ0993.The geoid height was determined by GEOID03.
 NJ0993
 NJ0993;                    North         East     Units Scale Factor Converg.
 NJ0993;SPC WI S     -    92,185.428   543,791.438   MT  0.99998231   -0 28 20.4
 NJ0993;SPC WI S     -   302,445.03  1,784,089.08   sFT  0.99998231   -0 28 20.4
 NJ0993;UTM  15      - 4,744,279.009   689,023.329   MT  1.00003958   +1 34 21.1
 NJ0993
 NJ0993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0993!SPC WI S     -   0.99995313  x   0.99998231  =   0.99993544
 NJ0993!UTM  15      -   0.99995313  x   1.00003958  =   0.99999271
 NJ0993
 NJ0993                          SUPERSEDED SURVEY CONTROL
 NJ0993
 NJ0993  ELLIP H (04/28/99)  298.87   (m)                       GP(       ) 3 1
 NJ0993  NAD 83(1991)-  42 49 39.83587(N)    090 41 14.75264(W) AD(       ) B
 NJ0993  ELLIP H (06/11/91)  298.96   (m)                       GP(       ) 4 1
 NJ0993  NGVD 29 (06/11/91)  331.5    (m)         1088.     (f) GPS OBS        
 NJ0993
 NJ0993.Superseded values are not recommended for survey control.
 NJ0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0993.See file dsdata.txt to determine how the superseded data were derived.
 NJ0993
 NJ0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8902344279(NAD 83)
 NJ0993_MARKER: DH = HORIZONTAL CONTROL DISK
 NJ0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0993_SP_SET: CONCRETE POST
 NJ0993_STAMPING: LANCASTER GPS 1989
 NJ0993_MARK LOGO: NGS   
 NJ0993_PROJECTION: FLUSH
 NJ0993_MAGNETIC: N = NO MAGNETIC MATERIAL
 NJ0993_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0993+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2005
 NJ0993
 NJ0993  HISTORY     - Date     Condition        Report By
 NJ0993  HISTORY     - 1989     MONUMENTED       WIHD
 NJ0993  HISTORY     - 19900816 GOOD
 NJ0993  HISTORY     - 19900829 GOOD
 NJ0993  HISTORY     - 19961210 GOOD             NGS
 NJ0993  HISTORY     - 19971208 GOOD             NGS
 NJ0993  HISTORY     - 19980917 GOOD             USPSQD
 NJ0993  HISTORY     - 20020904 GOOD             NGS
 NJ0993  HISTORY     - 20030205 GOOD             WIDT
 NJ0993  HISTORY     - 20031202 GOOD             WIDT
 NJ0993  HISTORY     - 20040816 GOOD             WIDT
 NJ0993  HISTORY     - 20050422 GOOD             JCLS
 NJ0993  HISTORY     - 20051227 GOOD             WIDT
 NJ0993
 NJ0993                          STATION DESCRIPTION
 NJ0993
 NJ0993'DESCRIBED BY WI HIGHWAY DEPT 1989
 NJ0993'THE STATION IS LOCATED ABOUT 40 KM (24.85 MI) NORTH OF DUBUQUE, 113.0
 NJ0993'KM (70.20 MI) SOUTH-SOUTHEAST OF LACROSSE, 110.0 KM (68.35 MI)
 NJ0993'SOUTHWEST FROM MADISON. OWNERSHIP--STATE HIGHWAY R.O.W.
 NJ0993'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 61 AND STATE HIGHWAY 129 IN
 NJ0993'THE VICINITY OF LANCASTER, GO SOUTH FOR 1.1 KM (0.70 MI) ON STATE
 NJ0993'HIGHWAY 129 TO COUNTY ROAD A, CONTINUE STRAIGHT AND GO SOUTH FOR 1.6
 NJ0993'KM (1.00 MI) ON STATE HIGHWAY 129 TO THE STATION ON THE LEFT.
 NJ0993'THE STATION IS A STANDARD NGS HORIZONTAL CONTROL DISK
 NJ0993'STAMPED--LANCASTER GPS 1989--, SET INTO THE TOP OF A 40 CM DIAMETER
 NJ0993'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  LOCATED 0.95 M (3.1 FT)
 NJ0993'WEST FROM A CARSONITE WITNESS POST, 21.6 M (70.9 FT) NORTHWEST FROM A
 NJ0993'STOP SIGN, 31.2 M (102.4 FT) SOUTHWEST FROM AN ANGLE POINT OF THE WIRE
 NJ0993'FENCE, 19.5 M (64.0 FT) EAST FROM THE CENTER-LINE OF STATE HIGHWAY
 NJ0993'129.
 NJ0993
 NJ0993                          STATION RECOVERY (1990)
 NJ0993
 NJ0993'RECOVERED 1990
 NJ0993'RECOVERED IN GOOD CONDITION.
 NJ0993
 NJ0993                          STATION RECOVERY (1990)
 NJ0993
 NJ0993'RECOVERED 1990
 NJ0993'RECOVERED IN GOOD CONDITION.
 NJ0993
 NJ0993                          STATION RECOVERY (1996)
 NJ0993
 NJ0993'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JDS)
 NJ0993'RECOVERED AS DESCRIBED.
 NJ0993
 NJ0993                          STATION RECOVERY (1997)
 NJ0993
 NJ0993'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 NJ0993'THE STATION IS LOCATED ABOUT 2 KM (1.25 MI) SOUTHEAST OF LANCASTER,
 NJ0993'0.16 KM (0.10 MI) NORTHEAST OF STATE HIGHWAY 35, IN THE NORTHEAST
 NJ0993'QUADRANT OF STATE HIGHWAY 129 AND A PAVED ROAD LEADING SOUTHEAST TO
 NJ0993'THE ORCHARD MANOR NURSING HOME AND THE DEPARTMENT OF SOCIAL SERVICES.
 NJ0993'NEAR THE TOP OF A SLOPE FACING NORTHWEST, AND IN THE HIGHWAY
 NJ0993'RIGHT-OF-WAY.  OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO
 NJ0993'REACH FROM THE T-JUNCTION OF STATE HIGHWAYS 35 AND 129 NORTH, ABOUT 2
 NJ0993'KM (1.25 MI) SOUTHEAST OF LANCASTER, GO NORTHEAST ON HIGHWAY 129 FOR
 NJ0993'0.16 TO THE STATION ON THE RIGHT.  THE STATION IS SET IN THE TOP OF A
 NJ0993'40 CM ROUND CONCRETE POST RECESSED 8 CM BELOW THE GROUND.  IT IS, 30.9
 NJ0993'M (101.4 FT) SOUTHWEST OF A HIGHWAY RIGHT-OF-WAY FENCE CORNER, 22.0 M
 NJ0993'(72.2 FT) WEST OF THE FENCE, 26.5 M (86.9 FT) NORTH-NORTHEAST OF THE
 NJ0993'CENTER OF THE PAVED ROAD TO THE NURSING HOME AND SOCIAL SERVICES, 21.2
 NJ0993'M (69.6 FT) NORTHEAST OF THE NORTH END OF A STEEL CULVERT, 19.5 M
 NJ0993'(64.0 FT) SOUTHEAST OF AND ABOUT 2 M (6.6 FT) HIGHER THAN THE CENTER
 NJ0993'OF HIGHWAY 129, AND 0.9 M (3.0 FT) NORTHWEST OF A FIBERGLASS WITNESS
 NJ0993'POST.
 NJ0993
 NJ0993                          STATION RECOVERY (1998)
 NJ0993
 NJ0993'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0993'RECOVERED IN GOOD CONDITION.
 NJ0993
 NJ0993                          STATION RECOVERY (2002)
 NJ0993
 NJ0993'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DS)
 NJ0993'STATION IS ABOUT 80 YRDS SOUTH OF MILE POST 180
 NJ0993' 
 NJ0993'
 NJ0993
 NJ0993                          STATION RECOVERY (2003)
 NJ0993
 NJ0993'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DH)
 NJ0993'RECOVERED AS DESCRIBED.
 NJ0993'
 NJ0993
 NJ0993                          STATION RECOVERY (2003)
 NJ0993
 NJ0993'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 NJ0993'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 NJ0993'STATION FROM THE  JUNCTION OF US HIGHWAY 61, STATE HIGHWAY 35 AND
 NJ0993'STATE HIGHWAY 81 WITH STATE HIGHWAY  129 ABOUT 1 MI SOUTHEAST OF THE
 NJ0993'CITY OF LANCASTER, GO NORTH-NORTHEAST ON STATE  HIGHWAY 129 FOR 0.1 MI
 NJ0993'TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE NATIONAL
 NJ0993'GEODETIC SURVEY HORIZONTAL CONTROL MARK DISK SET IN THE TOP OF A 41-CM
 NJ0993'DIAMETER  CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 NJ0993'STATION IS 19.5 M EAST OF THE  CENTERLINE OF STATE HIGHWAY 129, 31.0 M
 NJ0993'SOUTH OF THE CORNER POST OF TWO FENCE LINES, 26.7  M NORTH-NORTHEAST
 NJ0993'OF THE CENTERLINE OF PRIVATE --8850--, 1.0 M WEST OF AN ORANGE 4X4
 NJ0993'PLASTIC WITNESS POST, 1.0 M SOUTH OF AN ORANGE 4X4 PLASTIC WITNESS
 NJ0993'POST, 1.0 M NORTH OF  AN ORANGE 4X4 PLASTIC WITNESS POST, AND 1.0 M
 NJ0993'WEST OF AN ORANGE PLASTIC WITNESS POST.   ---NOTE---THIS STATION HAS
 NJ0993'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES  ABOVE THE
 NJ0993'HORIZON.
 NJ0993
 NJ0993                          STATION RECOVERY (2004)
 NJ0993
 NJ0993'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 NJ0993'RECOVERED AS DESCRIBED.
 NJ0993
 NJ0993                          STATION RECOVERY (2005)
 NJ0993
 NJ0993'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 NJ0993'RECOVERED IN GOOD CONDITION.
 NJ0993
 NJ0993                          STATION RECOVERY (2005)
 NJ0993
 NJ0993'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 NJ0993'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0917 ***********************************************************************
 NJ0917  DESIGNATION -  LANCASTER MUNICIPAL TANK
 NJ0917  PID         -  NJ0917
 NJ0917  STATE/COUNTY-  WI/GRANT
 NJ0917  USGS QUAD   -  LANCASTER (1962)
 NJ0917
 NJ0917                         *CURRENT SURVEY CONTROL
 NJ0917  ___________________________________________________________________
 NJ0917* NAD 83(1991)-  42 50 50.52050(N)    090 42 32.07889(W)     ADJUSTED  
 NJ0917* NAVD 88     -                                                        
 NJ0917  ___________________________________________________________________
 NJ0917  LAPLACE CORR-          -4.53  (seconds)                    DEFLEC99
 NJ0917  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 NJ0917
 NJ0917  HORZ ORDER  -  THIRD
 NJ0917
 NJ0917.The horizontal coordinates were established by classical geodetic methods
 NJ0917.and adjusted by the National Geodetic Survey in March 1999..
 NJ0917
 NJ0917
 NJ0917.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0917
 NJ0917.The geoid height was determined by GEOID03.
 NJ0917
 NJ0917;                    North         East     Units Scale Factor Converg.
 NJ0917;SPC WI S     -    94,381.177   542,053.768   MT  0.99997896   -0 29 13.5
 NJ0917;SPC WI S     -   309,648.91  1,778,388.07   sFT  0.99997896   -0 29 13.5
 NJ0917;UTM  15      - 4,746,411.462   687,208.303   MT  1.00003118   +1 33 30.6
 NJ0917
 NJ0917                          SUPERSEDED SURVEY CONTROL
 NJ0917
 NJ0917  NAD 83(1991)-  42 50 50.51709(N)    090 42 32.07578(W) AD(       ) 4
 NJ0917  NAD 83(1986)-  42 50 50.51387(N)    090 42 32.07788(W) AD(       ) 4
 NJ0917  NAD 27      -  42 50 50.55000(N)    090 42 31.62600(W) AD(       ) 3
 NJ0917
 NJ0917.Superseded values are not recommended for survey control.
 NJ0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0917.See file dsdata.txt to determine how the superseded data were derived.
 NJ0917
 NJ0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8720846411(NAD 83)
 NJ0917_MARKER: 53 = ELEVATED TANK
 NJ0917
 NJ0917  HISTORY     - Date     Condition        Report By
 NJ0917  HISTORY     - 1958     FIRST OBSERVED   CGS
 NJ0917  HISTORY     - 19921010 MARK NOT FOUND   USPSQD
 NJ0917
 NJ0917                          STATION DESCRIPTION
 NJ0917
 NJ0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 NJ0917'THE STATION IS THE CENTER OF THE TOP OF THE TANK.  THE TANK IS
 NJ0917'A SPHERICAL SHAPED STEEL SELF SUPPORTING STRUCTURE PAINTED
 NJ0917'SILVER AND HAS AN OVERALL HEIGHT OF ABOUT 60 FEET.
 NJ0917'
 NJ0917'THE TANK IS LOCATED IN THE CENTER OF THE LANCASTER BUSINESS
 NJ0917'DISTRICT.
 NJ0917
 NJ0917                          STATION RECOVERY (1992)
 NJ0917
 NJ0917'RECOVERY NOTE BY US POWER SQUADRON 1992 (MRS)
 NJ0917'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0921 ***********************************************************************
 NJ0921  DESIGNATION -  LANCASTER ST CLEMENTS CATH CH
 NJ0921  PID         -  NJ0921
 NJ0921  STATE/COUNTY-  WI/GRANT
 NJ0921  USGS QUAD   -  LANCASTER (1962)
 NJ0921
 NJ0921                         *CURRENT SURVEY CONTROL
 NJ0921  ___________________________________________________________________
 NJ0921* NAD 83(1991)-  42 50 49.72593(N)    090 42 43.86206(W)     ADJUSTED  
 NJ0921* NAVD 88     -                                                        
 NJ0921  ___________________________________________________________________
 NJ0921  LAPLACE CORR-          -4.47  (seconds)                    DEFLEC99
 NJ0921  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 NJ0921
 NJ0921  HORZ ORDER  -  THIRD
 NJ0921
 NJ0921.The horizontal coordinates were established by classical geodetic methods
 NJ0921.and adjusted by the National Geodetic Survey in March 1999..
 NJ0921
 NJ0921
 NJ0921.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0921
 NJ0921.The geoid height was determined by GEOID03.
 NJ0921
 NJ0921;                    North         East     Units Scale Factor Converg.
 NJ0921;SPC WI S     -    94,358.939   541,786.022   MT  0.99997900   -0 29 21.6
 NJ0921;SPC WI S     -   309,575.95  1,777,509.64   sFT  0.99997900   -0 29 21.6
 NJ0921;UTM  15      - 4,746,379.679   686,941.508   MT  1.00002995   +1 33 22.6
 NJ0921
 NJ0921                          SUPERSEDED SURVEY CONTROL
 NJ0921
 NJ0921  NAD 83(1991)-  42 50 49.72198(N)    090 42 43.85925(W) AD(       ) 4
 NJ0921  NAD 83(1986)-  42 50 49.71889(N)    090 42 43.86128(W) AD(       ) 4
 NJ0921  NAD 27      -  42 50 49.75200(N)    090 42 43.41100(W) AD(       ) 3
 NJ0921
 NJ0921.Superseded values are not recommended for survey control.
 NJ0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0921.See file dsdata.txt to determine how the superseded data were derived.
 NJ0921
 NJ0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8694246380(NAD 83)
 NJ0921_MARKER: 90 = CHURCH SPIRE
 NJ0921
 NJ0921  HISTORY     - Date     Condition        Report By
 NJ0921  HISTORY     - 1931     FIRST OBSERVED   CGS
 NJ0921  HISTORY     - 1958     GOOD             CGS
 NJ0921  HISTORY     - 19980917 MARK NOT FOUND   USPSQD
 NJ0921
 NJ0921                          STATION DESCRIPTION
 NJ0921
 NJ0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 NJ0921'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 NJ0921
 NJ0921                          STATION RECOVERY (1998)
 NJ0921
 NJ0921'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0921'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0683 ***********************************************************************
 PO0683  DESIGNATION -  LAND
 PO0683  PID         -  PO0683
 PO0683  STATE/COUNTY-  WI/LA CROSSE
 PO0683  USGS QUAD   -  STEVENSTOWN (1974)
 PO0683
 PO0683                         *CURRENT SURVEY CONTROL
 PO0683  ___________________________________________________________________
 PO0683* NAD 83(1991)-  44 01 08.82373(N)    091 14 08.71046(W)     ADJUSTED  
 PO0683* NAVD 88     -       387.8    (meters)    1272.     (feet)  VERTCON   
 PO0683  ___________________________________________________________________
 PO0683  LAPLACE CORR-          -7.67  (seconds)                    DEFLEC99
 PO0683  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 PO0683
 PO0683  HORZ ORDER  -  SECOND
 PO0683
 PO0683.The horizontal coordinates were established by classical geodetic methods
 PO0683.and adjusted by the National Geodetic Survey in March 1999..
 PO0683
 PO0683.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0683
 PO0683.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0683
 PO0683.The geoid height was determined by GEOID03.
 PO0683
 PO0683;                    North         East     Units Scale Factor Converg.
 PO0683;SPC WI S     -   225,045.433   500,921.344   MT  0.99999069   -0 50 56.7
 PO0683;SPC WI S     -   738,336.56  1,643,439.44   sFT  0.99999069   -0 50 56.7
 PO0683;SPC WI C     -    21,398.188   500,915.502   MT  1.00005165   -0 52 18.9
 PO0683;SPC WI C     -    70,203.89  1,643,420.28   sFT  1.00005165   -0 52 18.9
 PO0683;UTM  15      - 4,875,509.261   641,402.317   MT  0.99984592   +1 13 34.2
 PO0683
 PO0683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0683!SPC WI S     -   0.99994417  x   0.99999069  =   0.99993486
 PO0683!SPC WI C     -   0.99994417  x   1.00005165  =   0.99999582
 PO0683!UTM  15      -   0.99994417  x   0.99984592  =   0.99979010
 PO0683
 PO0683:                Primary Azimuth Mark                     Grid Az
 PO0683:SPC WI S     -  AIRWAY BEACON                            200 57 28.5
 PO0683:SPC WI C     -  AIRWAY BEACON                            200 58 50.7
 PO0683:UTM  15      -  AIRWAY BEACON                            198 52 57.6
 PO0683
 PO0683|---------------------------------------------------------------------|
 PO0683| PID    Reference Object                     Distance      Geod. Az  |
 PO0683|                                                           dddmmss.s |
 PO0683| CJ4173 AIRWAY BEACON                                      2000631.8 |
 PO0683| CJ5223 LAND RM 1                            15.188 METERS 22202     |
 PO0683| CJ5224 LAND RM 2                            65.532 METERS 29650     |
 PO0683|---------------------------------------------------------------------|
 PO0683
 PO0683                          SUPERSEDED SURVEY CONTROL
 PO0683
 PO0683  NAD 83(1991)-  44 01 08.82293(N)    091 14 08.71184(W) AD(       ) 2
 PO0683  NAD 83(1986)-  44 01 08.81692(N)    091 14 08.71657(W) AD(       ) 2
 PO0683  NAD 27      -  44 01 08.95465(N)    091 14 08.19473(W) AD(       ) 2
 PO0683  NGVD 29 (07/19/86)  387.8    (m)         1272.     (f) VERT ANG       
 PO0683
 PO0683.Superseded values are not recommended for survey control.
 PO0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0683.See file dsdata.txt to determine how the superseded data were derived.
 PO0683
 PO0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ4140275509(NAD 83)
 PO0683_MARKER: DD = SURVEY DISK
 PO0683_SETTING: 0 = UNSPECIFIED SETTING
 PO0683
 PO0683  HISTORY     - Date     Condition        Report By
 PO0683  HISTORY     - 1968     MONUMENTED       USGS
 PO0683
 PO0683                          STATION DESCRIPTION
 PO0683
 PO0683'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (DLH)
 PO0683'THE STATION IS 4.0 MI N. AND 1.0 MI E. OF HOLMEN, IN HOLLAND TP.,
 PO0683'0.75 MI E. OF COUNTY RD. V AND 0.5 MI W. OF FLATTEN RD., IN THE
 PO0683'NE. QUARTER SEC. 20, T. 18 N., R. 7 W., ON THE S. SIDE OF A LARGE
 PO0683'GRAVEL PIT, AND ON THE E. SLOPE OF THE HILL FROM THE CREST.
 PO0683'
 PO0683'TO REACH THE STATION FROM THE VILLAGE OF HOLMEN, GO TO THE
 PO0683'JCT. OF CO. RDS. DH AND V AT THE INTERSECTION OF LONG COULEE
 PO0683'RD. AND HOLMEN STREET, THEN PROCEED N. ON CO. RD. V 4.4 MI TO THE
 PO0683'JCT. OF CO. RD. TT, CONTINUE NE. ON CO. RD. V 0.7 MI TO THE
 PO0683'FLATTEN RD. JCT., TURN RIGHT ONTO A PRIVATE GRAVEL RD. AND GO
 PO0683'10.5 MI UPHILL AND THROUGH A GRAVEL PIT TO THE CREST OF THE HILL
 PO0683'AND THE STATION.
 PO0683'
 PO0683'STATION MARK, A STANDARD TABLET CRIMPED ON COPPER WELD RODS
 PO0683'DRIVEN TO RESISTANCE AND SET IN A 5 IN. DIAMETER TILE FILLED
 PO0683'WITH GRAVEL AT THE GROUND SURFACE, IS STAMPED LAND 1968.  THE
 PO0683'STATION IS 213 FT E. OF AN OLD N.-S. FENCE LINE BETWEEN TIMBER
 PO0683'AND PASTURE LAND 66 FT N. OF AN E.-W. FENCE BETWEEN TIMBER AND
 PO0683'PASTURE LAND 8.5 FT S. OF THE S. RIM OF A GRAVEL PIT, AND 3
 PO0683'FT E. OF A METAL WITNESS POST.
 PO0683'
 PO0683'REFERENCE MARK NO. 1, A STANDARD TABLET STAMPED LANE NO 1, IS
 PO0683'16.5 FT N. OF AN E.-W. FENCE, 11 FT N. OF AN 18 IN. DIAMETER OAK
 PO0683'TREE AND 10.5 FT NE. OF A 10 IN. DIAMETER ELM TREE.
 PO0683'
 PO0683'REFERENCE MARK NO. 2, A STANDARD TABLET STAMPED LAND NO 2, IS
 PO0683'2 FT W. OF AN OLD N.-S. FENCE BETWEEN TIMBER AND PASTURE LAND, 43
 PO0683'FT N. OF A 20 IN. DIAMETER WALNUT TREE, AND 26 FT ESE. OF TWIN
 PO0683'10 IN. DIAMETER POPLAR TREES.
 PO0683'
 PO0683'NO AZIMUTH MARK WAS SET.  ANGLES FOR AZIMUTH WERE TURNED TO AN
 PO0683'AIRWAY BEACON ABOUT 6.0 MI SSW. POINTING TO THE CENTER OF THE
 PO0683'TOWER.
 PO0683'
 PO0683'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0674 ***********************************************************************
 QM0674  DESIGNATION -  LANDER
 QM0674  PID         -  QM0674
 QM0674  STATE/COUNTY-  WI/ONEIDA
 QM0674  USGS QUAD   -  RHINELANDER (1982)
 QM0674
 QM0674                         *CURRENT SURVEY CONTROL
 QM0674  ___________________________________________________________________
 QM0674* NAD 83(1991)-  45 38 24.78673(N)    089 24 11.94987(W)     ADJUSTED  
 QM0674* NAVD 88     -       474.     (meters)    1555.     (feet)  SCALED    
 QM0674  ___________________________________________________________________
 QM0674  LAPLACE CORR-          -7.96  (seconds)                    DEFLEC99
 QM0674  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 QM0674
 QM0674  HORZ ORDER  -  FIRST
 QM0674
 QM0674.The horizontal coordinates were established by classical geodetic methods
 QM0674.and adjusted by the National Geodetic Survey in November 1991..
 QM0674
 QM0674.The orthometric height was scaled from a topographic map.
 QM0674
 QM0674.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0674
 QM0674.The geoid height was determined by GEOID03.
 QM0674
 QM0674;                    North         East     Units Scale Factor Converg.
 QM0674;SPC WI N     -    52,807.045   646,518.482   MT  0.99998746   +0 25 49.5
 QM0674;SPC WI N     -   173,251.11  2,121,119.39   sFT  0.99998746   +0 25 49.5
 QM0674;SPC WI C     -   200,960.946   646,520.468   MT  1.00002973   +0 25 15.6
 QM0674;SPC WI C     -   659,319.37  2,121,125.90   sFT  1.00002973   +0 25 15.6
 QM0674;UTM  16      - 5,056,883.865   312,704.121   MT  1.00003130   -1 43 07.6
 QM0674
 QM0674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0674!SPC WI N     -   0.99993071  x   0.99998746  =   0.99991817
 QM0674!SPC WI C     -   0.99993071  x   1.00002973  =   0.99996043
 QM0674!UTM  16      -   0.99993071  x   1.00003130  =   0.99996200
 QM0674
 QM0674:                Primary Azimuth Mark                     Grid Az
 QM0674:SPC WI N     -  LANDER AZ MK                             139 43 21.8
 QM0674:SPC WI C     -  LANDER AZ MK                             139 43 55.7
 QM0674:UTM  16      -  LANDER AZ MK                             141 52 18.9
 QM0674
 QM0674|---------------------------------------------------------------------|
 QM0674| PID    Reference Object                     Distance      Geod. Az  |
 QM0674|                                                           dddmmss.s |
 QM0674| CJ5225 LANDER AZ MK                                       1400911.3 |
 QM0674| QM0685 RHINELANDER ONEIDA CTHSE DOME       441.501 METERS 2322959.5 |
 QM0674| CJ5226 LANDER RM 1                          30.133 METERS 26244     |
 QM0674| QM0675 RHINELANDER PAPER CO STACK          APPROX. 1.3 KM 2632505.0 |
 QM0674| QM0678 RHINELANDER PAPER CO CEN STK        APPROX. 1.3 KM 2654232.8 |
 QM0674| QM0679 RHINELANDER MUNICIPAL TANK          APPROX. 1.3 KM 2944657.5 |
 QM0674| CJ5227 LANDER RM 2                          30.431 METERS 33818     |
 QM0674|---------------------------------------------------------------------|
 QM0674
 QM0674                          SUPERSEDED SURVEY CONTROL
 QM0674
 QM0674  NAD 83(1986)-  45 38 24.78432(N)    089 24 11.94570(W) AD(       ) 1
 QM0674  NAD 27      -  45 38 24.94900(N)    089 24 11.47000(W) AD(       ) 1
 QM0674
 QM0674.Superseded values are not recommended for survey control.
 QM0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0674.See file dsdata.txt to determine how the superseded data were derived.
 QM0674
 QM0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR1270456884(NAD 83)
 QM0674_MARKER: DS = TRIANGULATION STATION DISK
 QM0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0674
 QM0674  HISTORY     - Date     Condition        Report By
 QM0674  HISTORY     - 1940     MONUMENTED       CGS
 QM0674  HISTORY     - 1952     GOOD             CGS
 QM0674
 QM0674                          STATION DESCRIPTION
 QM0674
 QM0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 QM0674'NOTE--THIS STATION WAS ESTABLISHED AS RHINELANDER 1940, BUT THE NAME
 QM0674'WAS CHANGED ON ALL MARKS TO LANDER 1940 BY THIS PARTY.
 QM0674'
 QM0674'STATION IS LOCATED IN THE NORTHEAST PART OF THE CITY OF RHINELANDER,
 QM0674'ON CITY PROPERTY NEAR THE RHINELANDER HIGH SCHOOL, AT THE
 QM0674'INTERSECTION OF FREDERICK ST., 23.4 FEET EAST OF THE CONTINUATION
 QM0674'OF CENTER LINE OF RIDGEWAY DRIVE, 199 FEET NORTHEAST OF THE
 QM0674'NORTHEAST CORNER OF HIGH SCHOOL BUILDING, AND 42 FEET
 QM0674'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF CONCRETE TENNIS COURT.
 QM0674'MARK PROJECTS 1 INCH AND DISK IS STAMPED LANDER 1940.
 QM0674'
 QM0674'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QM0674'BRONZE DISKS.
 QM0674'
 QM0674'REFERENCE MARK NO. 1 IS WEST BY SOUTH OF THE STATION, 1 FOOT
 QM0674'SOUTH OF THE SOUTH CURB OF FREDERICK ST., 76 FEET WEST OF THE
 QM0674'CENTER LINE OF RIDGEWAY DRIVE.  MARK PROJECTS 6 INCHES AND DISK
 QM0674'IS STAMPED LANDER NO 1 1940.
 QM0674'
 QM0674'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF STATION, 1 FOOT
 QM0674'WEST OF THE CENTER LINE OF RIDGEWAY DRIVE AND 80 FEET NORTH
 QM0674'OF CENTER LINE OF FREDERICK STREET.  MARK IS FLUSH WITH THE
 QM0674'GROUND AND DISK IS STAMPED LANDER NO 2 1940.
 QM0674'
 QM0674'AZIMUTH MARK IS SOUTHEAST OF THE STATION, ON THE SOUTH SIDE
 QM0674'OF U.S. ROUTE 8, 0.7 MILE EAST OF THE INTERSECTION OF LINCOLN
 QM0674'STREET AND ONEIDA AVENUE, 46 FEET NORTHEAST OF NORTHEAST
 QM0674'CORNER OF GREEN-ROOFED BUNGALOW OWNED BY ROBERT PETERSON.
 QM0674'MARK IS IN THE LINE OF POWER POLES, 4 FEET EAST OF A POWER
 QM0674'POLE, 49.5 FEET SOUTH OF THE CENTER LINE OF U.S. ROUTE 8.
 QM0674'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED LANDER 1940.
 QM0674'
 QM0674'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 QM0674
 QM0674                          STATION RECOVERY (1952)
 QM0674
 QM0674'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QM0674'STATION RECOVERED, STATION MARK, BOTH REFERENCE MARKS, AND THE
 QM0674'AZIMUTH MARK FOUND AS PREVIOUSLY DESCRIBED BY K.B.J., 1940,
 QM0674'AND ARE IN GOOD CONDITION.  THE DESCRIPTION TO REACH THE STATION
 QM0674'IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AF9995 ***********************************************************************
 AF9995  DESIGNATION -  LANDFILL GPS
 AF9995  PID         -  AF9995
 AF9995  STATE/COUNTY-  WI/BAYFIELD
 AF9995  USGS QUAD   -  DRUMMOND (1971)
 AF9995
 AF9995                         *CURRENT SURVEY CONTROL
 AF9995  ___________________________________________________________________
 AF9995* NAD 83(1997)-  46 20 09.45117(N)    091 17 48.50620(W)     ADJUSTED  
 AF9995* NAVD 88     -       396.1    (meters)    1300.     (feet)  GPS OBS   
 AF9995  ___________________________________________________________________
 AF9995  X           -     -99,842.472 (meters)                     COMP
 AF9995  Y           -  -4,410,505.313 (meters)                     COMP
 AF9995  Z           -   4,591,375.226 (meters)                     COMP
 AF9995  LAPLACE CORR-         -12.23  (seconds)                    DEFLEC99
 AF9995  ELLIP HEIGHT-         367.32  (meters)          (12/26/02) GPS OBS
 AF9995  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 AF9995
 AF9995  HORZ ORDER  -  FIRST
 AF9995  ELLP ORDER  -  THIRD     CLASS II
 AF9995
 AF9995.The horizontal coordinates were established by GPS observations
 AF9995.and adjusted by the National Geodetic Survey in December 2002..
 AF9995
 AF9995.The orthometric height was determined by GPS observations and a
 AF9995.high-resolution geoid model.
 AF9995
 AF9995.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9995
 AF9995.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9995
 AF9995.The ellipsoidal height was determined by GPS observations
 AF9995.and is referenced to NAD 83.
 AF9995
 AF9995.The geoid height was determined by GEOID03.
 AF9995
 AF9995;                    North         East     Units Scale Factor Converg.
 AF9995;SPC WI N     -   130,776.242   500,164.207   MT  0.99994964   -0 56 07.7
 AF9995;SPC WI N     -   429,055.05  1,640,955.40   sFT  0.99994964   -0 56 07.7
 AF9995;UTM  15      - 5,132,785.492   631,080.819   MT  0.99981121   +1 13 56.2
 AF9995
 AF9995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9995!SPC WI N     -   0.99994242  x   0.99994964  =   0.99989206
 AF9995!UTM  15      -   0.99994242  x   0.99981121  =   0.99975364
 AF9995
 AF9995                          SUPERSEDED SURVEY CONTROL
 AF9995
 AF9995  NAD 83(1991)-  46 20 09.45103(N)    091 17 48.50484(W) AD(       ) 1
 AF9995  ELLIP H (04/30/98)  367.31   (m)                       GP(       ) 3 2
 AF9995
 AF9995.Superseded values are not recommended for survey control.
 AF9995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9995.See file dsdata.txt to determine how the superseded data were derived.
 AF9995
 AF9995_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM3108132785(NAD 83)
 AF9995_MARKER: DD = SURVEY DISK
 AF9995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9995_STAMPING: LANDFILL GPS 1982
 AF9995_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9995+STABILITY: SURFACE MOTION
 AF9995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9995+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AF9995
 AF9995  HISTORY     - Date     Condition        Report By
 AF9995  HISTORY     - 1992     MONUMENTED       USFS
 AF9995
 AF9995                          STATION DESCRIPTION
 AF9995
 AF9995'DESCRIBED BY US FOREST SERVICE 1992 (RE)
 AF9995'STATION DESCRIPTION  DESCRIBED BY BAYFIELD COUNTY, 1996  THE STATION
 AF9995'IS LOCATED ABOUT 2.80 KM (1.75 MI) WEST OF THE UNINCORPORATED VILLAGE
 AF9995'OF DRUMMOND, WISCONSIN ON US FOREST SERVICE PROPERTY IN THE NORTHWEST
 AF9995'QUARTER OF THE SOUTHWEST QUARTER, SECTION 31, T45N, R7W, TOWN OF
 AF9995'DRUMMOND.  TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 63
 AF9995'AND COUNTY HIGHWAY N IN DRUMMOND, GO WEST ON COUNTY HIGHWAY N ABOUT
 AF9995'2.80 KM (1.75 MI) , THE GO SOUTH ABOUT 60.96 M (200.00 FT) ON AN
 AF9995'ACCESS DRIVEWAY MAINTAINED BY US FOREST SERVICE.  THE STATION IS AT
 AF9995'THE APPROXIMATE CENTROID OF A FENCED AREA FORMERLY USED AS A SANITARY
 AF9995'LANDFILL.  THE STATION IS A 7.62 CM (3 IN) BRASS CAP
 AF9995'STAMPED---LANDFILL GPS 1982---SET INTO THE TOP OF A ROUND CONCRETE
 AF9995'MONUMENT 30.38 CM (12 IN) IN DIAMETER LOCATED FLUSH WITH THE GROUND.
 AF9995'STATION IS 45.72 CM (18 IN) EAST OF A STEEL POST BEARING THE SIGN
 AF9995'(PLEASE PROTECT NEARBY SURVEY MARKER) AND 12.19 M (39.99 FT) NORTH OF
 AF9995'AN ORANGE 5.08 CM (2 IN) STEEL PIPE. NOTE---LOCKED GATES ARE
 AF9995'MAINTAINED AT COUNTY HIGHWAY N/DRIVEWAY AND DRIVEWAY/FENCE LOCATIONS.
 AF9995'CONTACT US FOREST SERVICE FOR KEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL1673 ***********************************************************************
 RL1673  PACS        -  This is a Primary Airport Control Station.
 RL1673  DESIGNATION -  LANDPORT
 RL1673  PID         -  RL1673
 RL1673  STATE/COUNTY-  WI/VILAS
 RL1673  USGS QUAD   -  LAND O' LAKES (1982)
 RL1673
 RL1673                         *CURRENT SURVEY CONTROL
 RL1673  ___________________________________________________________________
 RL1673* NAD 83(1997)-  46 08 57.79114(N)    089 12 21.82726(W)     ADJUSTED  
 RL1673* NAVD 88     -       519.36   (meters)    1703.9    (feet)  GPS OBS   
 RL1673  ___________________________________________________________________
 RL1673  X           -      61,337.971 (meters)                     COMP
 RL1673  Y           -  -4,426,273.717 (meters)                     COMP
 RL1673  Z           -   4,577,118.453 (meters)                     COMP
 RL1673  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 RL1673  ELLIP HEIGHT-         487.96  (meters)          (04/28/99) GPS OBS
 RL1673  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 RL1673
 RL1673  HORZ ORDER  -  A
 RL1673  ELLP ORDER  -  THIRD     CLASS I
 RL1673
 RL1673.This mark is at Kings Land O Lakes Airport (LNL)
 RL1673
 RL1673.The horizontal coordinates were established by GPS observations
 RL1673.and adjusted by the National Geodetic Survey in April 1999..
 RL1673
 RL1673.The orthometric height was determined by GPS observations and a
 RL1673.high-resolution geoid model.
 RL1673
 RL1673.GPS derived orthometric heights for airport stations designated as
 RL1673.PACS or SACS are published to 2 decimal places.  This maintains
 RL1673.centimeter relative accuracy between the PACS and SACS.  It does
 RL1673.not indicate centimeter accuracy relative to other marks which are
 RL1673.part of the NAVD 88 network.
 RL1673
 RL1673.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RL1673
 RL1673.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1673
 RL1673.The ellipsoidal height was determined by GPS observations
 RL1673.and is referenced to NAD 83.
 RL1673
 RL1673.The geoid height was determined by GEOID03.
 RL1673
 RL1673;                    North         East     Units Scale Factor Converg.
 RL1673;SPC WI N     -   109,530.210   661,330.879   MT  0.99994540   +0 34 21.8
 RL1673;SPC WI N     -   359,350.36  2,169,716.39   sFT  0.99994540   +0 34 21.8
 RL1673;SPC MI N     -   154,199.623 7,829,609.626   MT  0.99990564   -1 35 40.3
 RL1673;SPC MI N     -   505,904.27 25,687,695.62   iFT  0.99990564   -1 35 40.3
 RL1673;UTM  16      - 5,113,011.268   329,641.352   MT  0.99995678   -1 35 28.6
 RL1673
 RL1673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1673!SPC WI N     -   0.99992351  x   0.99994540  =   0.99986891
 RL1673!SPC MI N     -   0.99992351  x   0.99990564  =   0.99982916
 RL1673!UTM  16      -   0.99992351  x   0.99995678  =   0.99988029
 RL1673
 RL1673:                Primary Azimuth Mark                     Grid Az
 RL1673:SPC WI N     -  LANDPORT AZ MK                           322 26 52.4
 RL1673:SPC MI N     -  LANDPORT AZ MK                           324 36 54.5
 RL1673:UTM  16      -  LANDPORT AZ MK                           324 36 42.8
 RL1673
 RL1673|---------------------------------------------------------------------|
 RL1673| PID    Reference Object                     Distance      Geod. Az  |
 RL1673|                                                           dddmmss.s |
 RL1673| RL1674 LANDPORT AZ MK                      APPROX. 1.2 KM 3230114.2 |
 RL1673|---------------------------------------------------------------------|
 RL1673
 RL1673                          SUPERSEDED SURVEY CONTROL
 RL1673
 RL1673  NAD 83(1991)-  46 08 57.79083(N)    089 12 21.82595(W) AD(       ) 1
 RL1673  ELLIP H (08/19/91)  487.89   (m)                       GP(       ) 4 1
 RL1673  NGVD 29 (08/19/91)  519.3    (m)         1704.     (f) GPS OBS        
 RL1673
 RL1673.Superseded values are not recommended for survey control.
 RL1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1673.See file dsdata.txt to determine how the superseded data were derived.
 RL1673
 RL1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS2964113011(NAD 83)
 RL1673_MARKER: DH = HORIZONTAL CONTROL DISK
 RL1673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1673_SP_SET: CONCRETE POST
 RL1673_STAMPING: LANDPORT 1989
 RL1673_MARK LOGO: NGS   
 RL1673_PROJECTION: FLUSH
 RL1673_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL1673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1673+STABILITY: SURFACE MOTION
 RL1673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1673+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2005
 RL1673
 RL1673  HISTORY     - Date     Condition        Report By
 RL1673  HISTORY     - 1989     MONUMENTED       WIDT
 RL1673  HISTORY     - 19900813 GOOD
 RL1673  HISTORY     - 19960620 GOOD             USPSQD
 RL1673  HISTORY     - 19971214 GOOD             NGS
 RL1673  HISTORY     - 20020614 GOOD             JCLS
 RL1673  HISTORY     - 20020614 GOOD             JCLS
 RL1673  HISTORY     - 20051005 GOOD             WIDT
 RL1673
 RL1673                          STATION DESCRIPTION
 RL1673
 RL1673'DESCRIBED BY WI DEPT OF TRANSP 1989
 RL1673'THE STATION IS LOCATED ON THE EAST SIDE OF LAND O LAKES, AT THE
 RL1673'KINGS/LAND O LAKES MUNICIPAL AIRPORT, ABOUT 0.08 KM (0.05 MI)
 RL1673'SOUTHEAST OF THE SOUTHEAST END OF RUNWAY 32 AND ALONG THE WEST SIDE OF
 RL1673'COMBINED STATE HIGHWAYS 45 AND 32.  OWNERSHIP--CITY OF LAND O LAKES,
 RL1673'CITY HALL, LAND O LAKES, WI 54540, PHONE 715-547-3255, AIRPORT
 RL1673'MANAGER IS ROBERT GEHRING, PHONE 715-547-3337 OR 715-536-2842.
 RL1673'TO REACH THE STATION FROM THE JUNCTION OF COMBINED STATE HIGHWAYS 45
 RL1673'AND 32 AND COUNTY ROAD B IN LAND O LAKES, GO WEST ON COUNTY ROAD B
 RL1673'FOR 0.32 KM (0.20 MI) TO THE ENTRANCE ROAD TO THE AIRPORT AND THE
 RL1673'GATEWAY LODGE ON THE LEFT, TURN LEFT, SOUTHERLY, ALONG THE ENTRANCE
 RL1673'ROAD FOR 0.48 KM (0.30 MI) TO THE PARKING AREA AND A PAVED ROAD LEFT,
 RL1673'TURN LEFT, SOUTHEASTERLY, ALONG THE PAVED ROAD TO THE APRON, TURN
 RL1673'RIGHT, NORTHWESTERLY, ACROSS THE APRON TO THE JUNCTION OF THE
 RL1673'TAXIWAY, GO SOUTHWEST ALONG THE TAXIWAY TO THE JUNCTION OF THE
 RL1673'RUNWAY, TURN LEFT, SOUTHEAST, ALONG THE RUNWAY FOR 0.8 KM (0.5 MI) TO
 RL1673'THE END OF RUNWAY 32, CONTINUE SOUTHEASTERLY INTO THE OPEN FIELD FOR
 RL1673'0.08 KM (0.05 MI) TO THE STATION ALONG THE WEST SIDE OF COMBINED
 RL1673'HIGHWAYS 45 AND 32.  NOTE--THE STATION MAY ALSO BE REACHED BY GOING
 RL1673'1.12 KM (0.70 MI) SOUTH ALONG COMBINED STATE HIGHWAYS 45 AND 32 FROM
 RL1673'THE JUNCTION OF COUNTY ROAD B IN LAND O LAKES.
 RL1673'THE STATION IS LOCATED 89.8 M (294.6 FT) SOUTHEAST OF THE EAST CORNER
 RL1673'OF THE END OF RUNWAY 32, 21.8 M (71.5 FT) WEST OF THE CENTER OF
 RL1673'COMBINED HIGHWAYS 45 AND 32 AND 0.85 M (2.79 FT) EAST OF A FIBERGLASS
 RL1673'WITNESS POST.
 RL1673
 RL1673                          STATION RECOVERY (1990)
 RL1673
 RL1673'RECOVERED 1990
 RL1673'RECOVERED IN GOOD CONDITION.
 RL1673
 RL1673                          STATION RECOVERY (1996)
 RL1673
 RL1673'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL1673'RECOVERED IN GOOD CONDITION.
 RL1673
 RL1673                          STATION RECOVERY (1997)
 RL1673
 RL1673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 RL1673'THIS STATION IS THE PRIMARY AIRPORT CONTROL (PAC) STATION FOR THE
 RL1673'KINGS/LAND-O-LAKES (LNL) AIRPORT.  THE STATION IS LOCATED ON THE
 RL1673'SOUTHEAST EDGE OF LAND O LAKES.  OWNERSHIP--LAND O LAKES AIRPORT, P.O.
 RL1673'BOX 717, LAND O LAKES, WI 54540, PHONE (715) 547-6319.  TO REACH THE
 RL1673'STATION FROM THE JUNCTION OF U.S.  HIGHWAY 45 AND COUNTY ROAD B IN
 RL1673'LAND O LAKES GO SOUTH ON U.S.  HIGHWAY 45 FOR 1.12 KM (0.70 MI) TO THE
 RL1673'STATION ON THE RIGHT.  THE STATION IS A NGS HORIZONTAL DISK IN TOP OF
 RL1673'A CONCRETE POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS, 89.8 M
 RL1673'(294.6 FT) SOUTHEAST OF THE EAST CORNER OF RUNWAY 32, 85.0 M (278.9
 RL1673'FT) SOUTH OF AN AIRPORT ENTRANCE ROAD AND GATE, 21.8 M (71.5 FT) WEST
 RL1673'OF THE HIGHWAY CENTERLINE, 0.85 M (2.79 FT) EAST OF A WITNESS POST,
 RL1673'AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 RL1673
 RL1673                          STATION RECOVERY (2002)
 RL1673
 RL1673'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 RL1673'RECOVERED IN GOOD CONDITION.
 RL1673
 RL1673                          STATION RECOVERY (2002)
 RL1673
 RL1673'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 RL1673'RECOVERED IN GOOD CONDITION.
 RL1673
 RL1673                          STATION RECOVERY (2005)
 RL1673
 RL1673'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1673'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL1674 ***********************************************************************
 RL1674  DESIGNATION -  LANDPORT AZ MK
 RL1674  PID         -  RL1674
 RL1674  STATE/COUNTY-  WI/VILAS
 RL1674  USGS QUAD   -  LAND O' LAKES (1982)
 RL1674
 RL1674                         *CURRENT SURVEY CONTROL
 RL1674  ___________________________________________________________________
 RL1674* NAD 83(1997)-  46 09 28.54068(N)    089 12 55.14812(W)     ADJUSTED  
 RL1674* NAVD 88     -       518.7    (meters)    1702.     (feet)  VERTCON   
 RL1674  ___________________________________________________________________
 RL1674  X           -      60,613.548 (meters)                     COMP
 RL1674  Y           -  -4,425,598.470 (meters)                     COMP
 RL1674  Z           -   4,577,775.802 (meters)                     COMP
 RL1674  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 RL1674  ELLIP HEIGHT-         487.41  (meters)          (09/30/02) GPS OBS
 RL1674  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 RL1674
 RL1674  HORZ ORDER  -  FIRST
 RL1674  ELLP ORDER  -  FOURTH    CLASS I
 RL1674
 RL1674.This mark is at Kings Land O Lakes Airport (LNL)
 RL1674
 RL1674.The horizontal coordinates were established by GPS observations
 RL1674.and adjusted by the National Geodetic Survey in September 2002..
 RL1674
 RL1674.The NAVD 88 height was computed by applying the VERTCON shift value to
 RL1674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RL1674
 RL1674.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RL1674
 RL1674.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1674
 RL1674.The ellipsoidal height was determined by GPS observations
 RL1674.and is referenced to NAD 83.
 RL1674
 RL1674.The geoid height was determined by GEOID03.
 RL1674
 RL1674;                    North         East     Units Scale Factor Converg.
 RL1674;SPC WI N     -   110,472.435   660,606.522   MT  0.99994536   +0 33 57.8
 RL1674;SPC WI N     -   362,441.65  2,167,339.90   sFT  0.99994536   +0 33 57.8
 RL1674;SPC MI N     -   155,168.528 7,828,921.447   MT  0.99990530   -1 36 04.4
 RL1674;SPC MI N     -   509,083.10 25,685,437.82   iFT  0.99990530   -1 36 04.4
 RL1674;UTM  16      - 5,113,980.187   328,953.083   MT  0.99995966   -1 35 53.5
 RL1674
 RL1674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1674!SPC WI N     -   0.99992360  x   0.99994536  =   0.99986896
 RL1674!SPC MI N     -   0.99992360  x   0.99990530  =   0.99982890
 RL1674!UTM  16      -   0.99992360  x   0.99995966  =   0.99988326
 RL1674
 RL1674:                Primary Azimuth Mark                     Grid Az
 RL1674:SPC WI N     -  LANDPORT                                 142 26 52.4
 RL1674:SPC MI N     -  LANDPORT                                 144 36 54.6
 RL1674:UTM  16      -  LANDPORT                                 144 36 43.7
 RL1674
 RL1674|---------------------------------------------------------------------|
 RL1674| PID    Reference Object                     Distance      Geod. Az  |
 RL1674|                                                           dddmmss.s |
 RL1674| RL1673 LANDPORT                            APPROX. 1.2 KM 1430050.2 |
 RL1674|---------------------------------------------------------------------|
 RL1674
 RL1674                          SUPERSEDED SURVEY CONTROL
 RL1674
 RL1674  NAD 83(1991)-  46 09 28.54037(N)    089 12 55.14706(W) AD(       ) 1
 RL1674  ELLIP H (08/19/91)  487.34   (m)                       GP(       ) 4 1
 RL1674  NGVD 29 (08/19/91)  518.7    (m)         1702.     (f) GPS OBS        
 RL1674
 RL1674.Superseded values are not recommended for survey control.
 RL1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1674.See file dsdata.txt to determine how the superseded data were derived.
 RL1674
 RL1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS2895313980(NAD 83)
 RL1674_MARKER: DZ = AZIMUTH MARK DISK
 RL1674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1674_SP_SET: CONCRETE POST
 RL1674_STAMPING: LANDPORT 1989
 RL1674_MARK LOGO: NGS   
 RL1674_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL1674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1674+STABILITY: SURFACE MOTION
 RL1674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1674+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2005
 RL1674
 RL1674  HISTORY     - Date     Condition        Report By
 RL1674  HISTORY     - 1989     MONUMENTED       WIDT
 RL1674  HISTORY     - 19900813 GOOD
 RL1674  HISTORY     - 19960620 GOOD             USPSQD
 RL1674  HISTORY     - 20020618 GOOD             USPSQD
 RL1674  HISTORY     - 20051005 GOOD             WIDT
 RL1674
 RL1674                          STATION DESCRIPTION
 RL1674
 RL1674'DESCRIBED BY WI DEPT OF TRANSP 1989
 RL1674'THE STATION IS LOCATED ON THE EAST SIDE OF LAND O LAKES, AT THE
 RL1674'KINGS/LAND O LAKES MUNICIPAL AIRPORT AND AT THE NORTHEAST SIDE OF
 RL1674'THE END OF RUNWAY 14.  OWNERSHIP--CITY OF LAND O LAKES, CITY HALL,
 RL1674'LAND O LAKES, WI 54540, PHONE 715-547-3255, AIRPORT MANAGER IS
 RL1674'ROBERT GEHRING, PHONE 715-547-3337 OR 715-536-2842.
 RL1674'TO REACH THE STATION FROM THE JUNCTION OF COMBINED STATE HIGHWAYS 45
 RL1674'AND 32 AND COUNTY ROAD B IN LAND O LAKES, GO WEST ON COUNTY ROAD B
 RL1674'FOR 0.32 KM (0.20 MI) TO THE ENTRANCE ROAD TO THE AIRPORT AND THE
 RL1674'GATEWAY LODGE ON THE LEFT, TURN LEFT, SOUTHERLY, ALONG THE ENTRANCE
 RL1674'ROAD FOR 0.48 KM (0.30 MI) TO THE PARKING AREA AND A PAVED ROAD LEFT,
 RL1674'TURN LEFT, SOUTHEASTERLY, ALONG THE PAVED ROAD TO THE APRON, TURN
 RL1674'RIGHT, NORTHWESTERLY, ACROSS THE APRON TO THE JUNCTION OF THE
 RL1674'TAXIWAY, GO SOUTHWEST ALONG THE TAXIWAY TO THE JUNCTION OF THE
 RL1674'RUNWAY, TURN RIGHT, NORTHWEST, ALONG THE RUNWAY FOR 0.32 KM
 RL1674'(0.20 MI) TO THE END OF RUNWAY 14 AND THE STATION ON THE RIGHT.
 RL1674'THE STATION IS LOCATED 23.6 M (77.4 FT) NORTHEAST OF THE NORTH CORNER
 RL1674'OF THE END OF RUNWAY 14, 20.1 M (65.9 FT) NORTHEAST OF THE NORTHEAST
 RL1674'ONE OF SIX RUNWAY END LIGHTS, 15.5 M (50.9 FT) SOUTHWEST OF THE
 RL1674'CENTER OF A PAVED ROAD ALONG THE SOUTHWEST SIDE OF A GOLF CORSE AND
 RL1674'0.7 M (2.3 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST.
 RL1674
 RL1674                          STATION RECOVERY (1990)
 RL1674
 RL1674'RECOVERED 1990
 RL1674'RECOVERED IN GOOD CONDITION.
 RL1674
 RL1674                          STATION RECOVERY (1996)
 RL1674
 RL1674'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL1674'RECOVERED IN GOOD CONDITION.
 RL1674
 RL1674                          STATION RECOVERY (2002)
 RL1674
 RL1674'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL1674'RECOVERED IN GOOD CONDITION.
 RL1674
 RL1674                          STATION RECOVERY (2005)
 RL1674
 RL1674'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1674'RECOVERED IN GOOD CONDITION.  -NOTE-AN ORANGE FIBERGLASS WITNESS POST
 RL1674'WAS SET AT THE AIRPORT MANAGER'S REQUEST, ADD-THE STATION IS 1.0 M
 RL1674'NORTHEAST OF AN ORANGE FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0696 ***********************************************************************
 RM0696  DESIGNATION -  LANE RESET
 RM0696  PID         -  RM0696
 RM0696  STATE/COUNTY-  WI/ASHLAND
 RM0696  USGS QUAD   -  CLAM LAKE SE (1981)
 RM0696
 RM0696                         *CURRENT SURVEY CONTROL
 RM0696  ___________________________________________________________________
 RM0696* NAD 83(1991)-  46 02 18.48502(N)    090 47 51.74853(W)     ADJUSTED  
 RM0696* NAVD 88     -       459.     (meters)    1506.     (feet)  SCALED    
 RM0696  ___________________________________________________________________
 RM0696  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 RM0696  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 RM0696
 RM0696  HORZ ORDER  -  THIRD
 RM0696
 RM0696.The horizontal coordinates were established by classical geodetic methods
 RM0696.and adjusted by the National Geodetic Survey in November 1991..
 RM0696
 RM0696.The orthometric height was scaled from a topographic map.
 RM0696
 RM0696.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0696
 RM0696.The geoid height was determined by GEOID03.
 RM0696
 RM0696;                    North         East     Units Scale Factor Converg.
 RM0696;SPC WI N     -    97,205.486   538,254.005   MT  0.99994788   -0 34 31.6
 RM0696;SPC WI N     -   318,915.00  1,765,921.68   sFT  0.99994788   -0 34 31.6
 RM0696;UTM  15      - 5,100,679.527   670,408.892   MT  0.99995700   +1 35 08.2
 RM0696
 RM0696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0696!SPC WI N     -   0.99993278  x   0.99994788  =   0.99988067
 RM0696!UTM  15      -   0.99993278  x   0.99995700  =   0.99988979
 RM0696
 RM0696|---------------------------------------------------------------------|
 RM0696| PID    Reference Object                     Distance      Geod. Az  |
 RM0696|                                                           dddmmss.s |
 RM0696| CJ3198 LANE RM 1                            20.497 METERS 18023     |
 RM0696| RM0697 TT 58 C                              22.188 METERS 24435     |
 RM0696| CJ3199 LANE RM 2                            23.943 METERS 30215     |
 RM0696| CJ3197 LANE AZ MK                                         3360106.7 |
 RM0696|---------------------------------------------------------------------|
 RM0696
 RM0696                          SUPERSEDED SURVEY CONTROL
 RM0696
 RM0696  NAD 83(1986)-  46 02 18.47969(N)    090 47 51.74366(W) AD(       ) 3
 RM0696  NAD 27      -  46 02 18.66200(N)    090 47 51.13800(W) AD(       ) 3
 RM0696
 RM0696.Superseded values are not recommended for survey control.
 RM0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0696.See file dsdata.txt to determine how the superseded data were derived.
 RM0696
 RM0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM7040900680(NAD 83)
 RM0696_MARKER: DS = TRIANGULATION STATION DISK
 RM0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0696
 RM0696  HISTORY     - Date     Condition        Report By
 RM0696  HISTORY     - 1966     MONUMENTED       CGS
 RM0696
 RM0696                          STATION DESCRIPTION
 RM0696
 RM0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 RM0696'THE UNDERGROUND STATION MARK, REFERENCE MARKS, AND THE USGS MARK
 RM0696'WERE RECOVERED AND FOUND IN GOOD CONDITION AT THIS TIME.  THE
 RM0696'SURFACE STATION MARK WAS FOUND PULLED OUT OF THE GROUND.  A NEW
 RM0696'SURFACE MARK WAS ESTABLISHED AT THIS TIME HOLDING THE UNDERGROUND
 RM0696'POINT.  THE DISTANCE TO ALL MARKS CHECKED.  THE DIRECTION TO
 RM0696'THE REFERENCE MARKS CHECKED BUT THE DIRECTION TO THE USGS MARK
 RM0696'WAS FOUND IN ERROR BY 4 DEGREES 37 MINUTES AND 17 SECONDS.
 RM0696'THE DESCRIPTION TO THE REFERENCE MARKS IS ADEQUATE.  IT SHOULD
 RM0696'BE NOTED AT THIS TIME THAT A TARGET 16 FEET HIGH WILL HAVE TO
 RM0696'BE USED AT THE AZIMUTH MARK IN ORDER TO SEE THE STATION.
 RM0696'A METAL WITNESS POST AND SIGN WERE SET AT THE AZIMUTH MARK
 RM0696'IN PLACE OF THE OLD ONE.  THE STATION AND TT 58 C (USGS)
 RM0696'WERE MEASURED UP FOR ADDITIONAL REFERENCE POINTS AT THIS
 RM0696'TIME.
 RM0696'
 RM0696'STATION MARK IS A STANDARD DISK, STAMPED LANE 1952 1966, SET
 RM0696'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 4 INCHES BELOW THE
 RM0696'SURFACE ON THE LOWER SIDE AND 14 INCHES BELOW THE SURFACE ON
 RM0696'THE UPPER SIDE.  IT IS 2.8 FEET WEST OF A METAL WITNESS POST AND
 RM0696'SIGN, 29 FEET EAST OF THE CENTERLINE OF FOREST SERVICE ROAD
 RM0696'168, 37 FEET NORTH OF THE CENTERLINE OF FOREST SERVICE ROAD 164,
 RM0696'AND 45 FEET NORTHEAST OF THE INTERSECTION OF THE 2 ROADS.
 RM0696'
 RM0696'TT 58 C (USGS) IS A STANDARD USGS BENCH MARK DISK, STAMPED
 RM0696'TT 58 C 1940, SET IN THE TOP OF A 6 X 6 INCH CONCRETE POST
 RM0696'WHICH PROJECTS 5 INCHES.  IT IS 44 FEET WEST OF THE CENTERLINE
 RM0696'OF ROAD 168, 39 FEET NORTHWEST OF THE INTERSECTION AND 61 FEET
 RM0696'NORTH OF THE CENTERLINE OF ROAD 164.
 RM0696'
 RM0696'HEIGHT OF LIGHT ABOVE STATION MARK 8 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0997 ***********************************************************************
 NH0997  DESIGNATION -  LANG
 NH0997  PID         -  NH0997
 NH0997  STATE/COUNTY-  WI/RACINE
 NH0997  USGS QUAD   -  BURLINGTON (1987)
 NH0997
 NH0997                         *CURRENT SURVEY CONTROL
 NH0997  ___________________________________________________________________
 NH0997* NAD 83(1991)-  42 39 35.08056(N)    088 18 17.95611(W)     ADJUSTED  
 NH0997* NAVD 88     -       247.     (meters)     810.     (feet)  SCALED    
 NH0997  ___________________________________________________________________
 NH0997  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 NH0997  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 NH0997
 NH0997  HORZ ORDER  -  SECOND
 NH0997
 NH0997.The horizontal coordinates were established by classical geodetic methods
 NH0997.and adjusted by the National Geodetic Survey in November 1991..
 NH0997
 NH0997.The orthometric height was scaled from a topographic map.
 NH0997
 NH0997.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0997
 NH0997.The geoid height was determined by GEOID03.
 NH0997
 NH0997;                    North         East     Units Scale Factor Converg.
 NH0997;SPC WI S     -    74,704.797   738,965.732   MT  1.00001565   +1 09 52.7
 NH0997;SPC WI S     -   245,093.99  2,424,423.41   sFT  1.00001565   +1 09 52.7
 NH0997;UTM  16      - 4,723,856.584   393,046.786   MT  0.99974073   -0 53 03.8
 NH0997
 NH0997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0997!SPC WI S     -   0.99996665  x   1.00001565  =   0.99998230
 NH0997!UTM  16      -   0.99996665  x   0.99974073  =   0.99970739
 NH0997
 NH0997|---------------------------------------------------------------------|
 NH0997| PID    Reference Object                     Distance      Geod. Az  |
 NH0997|                                                           dddmmss.s |
 NH0997| CI9959 LANG RM                              38.290 METERS 24016     |
 NH0997| CI9958 LANG AZ MK                                         2593045.5 |
 NH0997|---------------------------------------------------------------------|
 NH0997
 NH0997                          SUPERSEDED SURVEY CONTROL
 NH0997
 NH0997  NAD 83(1986)-  42 39 35.07290(N)    088 18 17.96705(W) AD(       ) 2
 NH0997  NAD 27      -  42 39 35.00400(N)    088 18 17.63100(W) AD(       ) 2
 NH0997
 NH0997.Superseded values are not recommended for survey control.
 NH0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0997.See file dsdata.txt to determine how the superseded data were derived.
 NH0997
 NH0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9304723857(NAD 83)
 NH0997_MARKER: DS = TRIANGULATION STATION DISK
 NH0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0997
 NH0997  HISTORY     - Date     Condition        Report By
 NH0997  HISTORY     - 1920     MONUMENTED       CGS
 NH0997  HISTORY     - 1930     GOOD             CGS
 NH0997  HISTORY     - 1931     SEE DESCRIPTION  WIHD
 NH0997  HISTORY     - 1938     SEE DESCRIPTION  WIHD
 NH0997
 NH0997                          STATION DESCRIPTION
 NH0997
 NH0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH0997'STATION IS LOCATED ABOUT 1 MILE W OF THE RAILROAD STATION
 NH0997'AT BURLINGTON, ON THE S SIDE OF THE CHICAGO, MILWAUKEE, ST.
 NH0997'PAUL AND PACIFIC RAILROAD TRACK, 220 YARDS E OF A HIGHWAY
 NH0997'CROSSING, 135 YARDS W OF THE RACINE COUNTY GRAVEL AND SAND
 NH0997'PIT, ON THE HIGHEST GROUND OF THE CUTS BETWEEN THE GRAVEL
 NH0997'PIT AND THE HIGHWAY CROSSING, AND 16.16 METERS (53.02 FEET)
 NH0997'S OF THE S AND NEAREST RAIL.  SURFACE, UNDERGROUND, AND
 NH0997'REFERENCE MARKS ARE BRONZE TABLETS SET IN CONCRETE AS
 NH0997'DESCRIBED.  REFERENCE MARK IS ON THE
 NH0997'SAME SIDE OF THE TRACK, NEAR THE CORNER OF A FIELD,
 NH0997'38.29 METERS (125.62 FEET) FROM THE STATION, S 60 DEG 16 MIN W.
 NH0997
 NH0997                          STATION RECOVERY (1930)
 NH0997
 NH0997'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 NH0997'MARK WAS FOUND AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 NH0997'ADEQUATE.  THIS IS A TRAVERSE STATION.
 NH0997
 NH0997                          STATION RECOVERY (1931)
 NH0997
 NH0997'RECOVERY NOTE BY WI HIGHWAY DEPT 1931
 NH0997'LETTER FROM E.R. FISCHER, HIGHWAY COMMISSIONER, RACINE,
 NH0997'WISCONSIN DATED, JUNE 18, 1931--
 NH0997'
 NH0997'LAST WEEK OUR GRADING CREW WAS CONSTRUCTING A NEW ROAD INTO
 NH0997'OUR GRAVEL PIT AT BURLINGTON, WISCONSIN.  DUE TO THE NATURE
 NH0997'OF THE SOIL AT THIS PLACE, ONE OF THE MONUMENTS ERECTED BY
 NH0997'THE U.S.C. AND G.S. MARKED LANG 1920 (STATION MARK RECEIVED
 NH0997'9/26/31), WAS MOVED FROM ITS PLACE AS IT WAS ON THE EDGE OF A
 NH0997'CUT.
 NH0997'
 NH0997'APPROXIMATELY 100 FEET AWAY IS ANOTHER MONUMENT WITH THE SAME
 NH0997'IDENTIFICATION MARK WHICH IS NOT DISTURBED AT THE PRESENT
 NH0997'TIME, BUT MAY BECOME DISTURBED DUE TO THE EROSION OF THE
 NH0997'SOIL AT THIS POINT.
 NH0997
 NH0997                          STATION RECOVERY (1938)
 NH0997
 NH0997'RECOVERY NOTE BY WI HIGHWAY DEPT 1938
 NH0997'LETTER FROM E.R. FISCHER, HIGHWAY COMMISSIONER, COUNTY OF
 NH0997'RACINE, RACINE, WISCONSIN, APRIL 19, 1938--
 NH0997'
 NH0997'WHILE REMOVING GRAVEL AT OUR GRAVEL PIT AT BURLINGTON, WISCONSIN,
 NH0997'ONE OF MY MEN REMOVED A MARKER WITH THE FOLLOWING LETTERING--
 NH0997'LANG 1920.
 NH0997'
 NH0997'NOTE--A REFERENCE MARK DISK STAMPED LANG, 1920 WAS RECEIVED
 NH0997'AT THE WASHINGTON OFFICE APRIL 26, 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB8506 ***********************************************************************
 AB8506  DESIGNATION -  LANG
 AB8506  PID         -  AB8506
 AB8506  STATE/COUNTY-  WI/BURNETT
 AB8506  USGS QUAD   -  BIRCH ISLAND LAKE (1982)
 AB8506
 AB8506                         *CURRENT SURVEY CONTROL
 AB8506  ___________________________________________________________________
 AB8506* NAD 83(1997)-  45 58 42.06385(N)    092 13 22.60467(W)     ADJUSTED  
 AB8506* NAVD 88     -       308.2    (meters)    1011.     (feet)  GPS OBS   
 AB8506  ___________________________________________________________________
 AB8506  X           -    -172,228.231 (meters)                     COMP
 AB8506  Y           -  -4,436,904.939 (meters)                     COMP
 AB8506  Z           -   4,563,778.105 (meters)                     COMP
 AB8506  LAPLACE CORR-          -5.39  (seconds)                    DEFLEC99
 AB8506  ELLIP HEIGHT-         281.54  (meters)          (01/30/03) GPS OBS
 AB8506  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AB8506
 AB8506  HORZ ORDER  -  FIRST
 AB8506  ELLP ORDER  -  FOURTH    CLASS I
 AB8506
 AB8506.The horizontal coordinates were established by GPS observations
 AB8506.and adjusted by the National Geodetic Survey in January 2003..
 AB8506
 AB8506.The orthometric height was determined by GPS observations and a
 AB8506.high-resolution geoid model.
 AB8506
 AB8506.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8506
 AB8506.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8506
 AB8506.The ellipsoidal height was determined by GPS observations
 AB8506.and is referenced to NAD 83.
 AB8506
 AB8506.The geoid height was determined by GEOID03.
 AB8506
 AB8506;                    North         East     Units Scale Factor Converg.
 AB8506;SPC WI N     -    92,624.005   427,767.109   MT  0.99995079   -1 36 12.8
 AB8506;SPC WI N     -   303,883.92  1,403,432.59   sFT  0.99995079   -1 36 12.8
 AB8506;UTM  15      - 5,091,935.667   560,192.511   MT  0.99964454   +0 33 31.6
 AB8506
 AB8506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8506!SPC WI N     -   0.99995587  x   0.99995079  =   0.99990666
 AB8506!UTM  15      -   0.99995587  x   0.99964454  =   0.99960042
 AB8506
 AB8506                          SUPERSEDED SURVEY CONTROL
 AB8506
 AB8506  NAD 83(1991)-  45 58 42.06349(N)    092 13 22.60295(W) AD(       ) 1
 AB8506  ELLIP H (12/09/96)  281.57   (m)                       GP(       ) 4 1
 AB8506
 AB8506.Superseded values are not recommended for survey control.
 AB8506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8506.See file dsdata.txt to determine how the superseded data were derived.
 AB8506
 AB8506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6019391936(NAD 83)
 AB8506_MARKER: DD = SURVEY DISK
 AB8506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8506_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8506+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB8506
 AB8506  HISTORY     - Date     Condition        Report By
 AB8506  HISTORY     - 1993     MONUMENTED       WI-013
 AB8506
 AB8506                          STATION DESCRIPTION
 AB8506
 AB8506'DESCRIBED BY BURNETT COUNTY WISCONSIN 1993
 AB8506'THE STATION IS LOCATED 11.3 KM (7.00 MI) SOUTHEAST OF THE VILLAGE OF
 AB8506'DANBURY (WHERE STATE TRUNK HIGHWAY 77 AND STATE TRUNK HIGHWAY 35
 AB8506'INTERSECT) , 15.4 KM (9.55 MI) NORTHEAST OF THE VILLAGE OF WEBSTER IN
 AB8506'THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER, SECTION 4, T40N, R15W,
 AB8506'TOWN OF JACKSON.  TO REACH THE STATION FROM THE VILLAGE OF WEBSTER
 AB8506'(WHERE STATE TRUNK HIGHWAY 35 AND COUNTY ROAD FF MEET) GO NORTH ALONG
 AB8506'STATE TRUNK HIGHWAY 35 2.0 KM (1.25 MI) TO COUNTY ROAD A, GO EASTERLY
 AB8506'ALONG COUNTY ROAD A 8.6 KM (5.35 MI) TO WHERE COUNTY ROAD A TURNS
 AB8506'SHARPLY NORTH, CONTINUE NORTH ALONG COUNTY ROAD A 3.2 KM (2.00 MI) TO
 AB8506'WHERE ROAD TURNS EAST, CONTINUE EAST ALONG COUNTY ROAD A 2.77 KM (1.70
 AB8506'MI) TO COUNTY ROAD C, GO NORTH ON COUNTY ROAD C 3.2 KM (2.00 MI) TO
 AB8506'MAIL RD (ALSO WHERE COUNTY ROAD C TURNS SHARPLY WEST) , GO NORTH ON
 AB8506'MAIL ROAD 1.5 KM (0.95 MI) TO WHERE ROAD TURNS WESTERLY, CONTINUE
 AB8506'WESTERLY ON MAIL ROAD 432 M (1417.3 FT) TO LANG ROAD, GO NORTH ALONG
 AB8506'LANG ROAD 486 M (1594.5 FT) TO DEER PATH ROAD, GO EAST ALONG DEER PATH
 AB8506'ROAD 390 FEET (118.9 M) TO THE STATION LOCATED 33 FEET (10.1 M) SOUTH
 AB8506'OF THE ROAD.  FIBERGLASS WITNESS POST SET ALONG NORTH SIDE OF STATION.
 AB8506'THE STATION MARKER IS SET IN A 30 CM ROUND CONCRETE MONUMENT 9 CM
 AB8506'BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0691 ***********************************************************************
 QM0691  DESIGNATION -  LANGLADE
 QM0691  PID         -  QM0691
 QM0691  STATE/COUNTY-  WI/LANGLADE
 QM0691  USGS QUAD   -  KEMPSTER (1973)
 QM0691
 QM0691                         *CURRENT SURVEY CONTROL
 QM0691  ___________________________________________________________________
 QM0691* NAD 83(1991)-  45 21 55.81247(N)    089 07 59.16927(W)     ADJUSTED  
 QM0691* NAVD 88     -       530.     (meters)    1739.     (feet)  SCALED    
 QM0691  ___________________________________________________________________
 QM0691  LAPLACE CORR-          -5.65  (seconds)                    DEFLEC99
 QM0691  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 QM0691
 QM0691  HORZ ORDER  -  FIRST
 QM0691
 QM0691.The horizontal coordinates were established by classical geodetic methods
 QM0691.and adjusted by the National Geodetic Survey in November 1991..
 QM0691
 QM0691.The orthometric height was scaled from a topographic map.
 QM0691
 QM0691.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0691
 QM0691.The geoid height was determined by GEOID03.
 QM0691
 QM0691;                    North         East     Units Scale Factor Converg.
 QM0691;SPC WI C     -   170,620.219   667,913.310   MT  0.99997716   +0 36 42.0
 QM0691;SPC WI C     -   559,776.50  2,191,312.25   sFT  0.99997716   +0 36 42.0
 QM0691;UTM  16      - 5,025,767.803   332,951.645   MT  0.99994311   -1 31 05.8
 QM0691
 QM0691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0691!SPC WI C     -   0.99992221  x   0.99997716  =   0.99989937
 QM0691!UTM  16      -   0.99992221  x   0.99994311  =   0.99986532
 QM0691
 QM0691:                Primary Azimuth Mark                     Grid Az
 QM0691:SPC WI C     -  LANGLADE AZ MK                           028 32 42.4
 QM0691:UTM  16      -  LANGLADE AZ MK                           030 40 30.2
 QM0691
 QM0691|---------------------------------------------------------------------|
 QM0691| PID    Reference Object                     Distance      Geod. Az  |
 QM0691|                                                           dddmmss.s |
 QM0691| CJ5228 LANGLADE AZ MK                                     0290924.4 |
 QM0691| CJ5229 LANGLADE RM 1                        19.513 METERS 19237     |
 QM0691| CJ5230 LANGLADE RM 2                        25.533 METERS 28018     |
 QM0691|---------------------------------------------------------------------|
 QM0691
 QM0691                          SUPERSEDED SURVEY CONTROL
 QM0691
 QM0691  NAD 83(1986)-  45 21 55.81256(N)    089 07 59.17167(W) AD(       ) 1
 QM0691  NAD 27      -  45 21 55.94400(N)    089 07 58.75700(W) AD(       ) 1
 QM0691
 QM0691.Superseded values are not recommended for survey control.
 QM0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0691.See file dsdata.txt to determine how the superseded data were derived.
 QM0691
 QM0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR3295225768(NAD 83)
 QM0691_MARKER: DS = TRIANGULATION STATION DISK
 QM0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0691_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QM0691
 QM0691  HISTORY     - Date     Condition        Report By
 QM0691  HISTORY     - 1934     MONUMENTED       CGS
 QM0691  HISTORY     - 1940     GOOD             CGS
 QM0691
 QM0691                          STATION DESCRIPTION
 QM0691
 QM0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QM0691'STATION IS 3 MILES SOUTH OF EAST OF SUMMIT LAKE, IN THE
 QM0691'NORTHWEST CORNER SEC. 9 (POSSIBLY NORTHEAST CORNER OF SEC.
 QM0691'8), T. 33 N., R. 11 E., ON LAND OWNED BY LANGLADE LUMBER
 QM0691'COMPANY.  THE MARK IS SET ON A BRUSHY KNOLL ABOUT 150 YARDS
 QM0691'SOUTH OF THE ROAD, THE KNOLL IS COVERED WITH SMALL CHERRY
 QM0691'SAPLINGS AND SPARSE BRUSHY UNDERGROWTH.  MARK IS FLUSH WITH
 QM0691'GROUND.
 QM0691'
 QM0691'TO REACH STATION FROM ANTIGO, GO NORTH ON STATE HIGHWAY
 QM0691'26 FOR 15 MILES TO VILLAGE OF KOEPENICK, THENCE 2.0 MILES
 QM0691'TO COUNTY HIGHWAY T (UNMARKED) LEADING EAST OVER RAILROAD
 QM0691'TRACKS FROM STATE HIGHWAY 26, GO EAST ON HIGHWAY T FOR 2.5
 QM0691'MILES TO POINT WHERE HIGHWAY TURNS NORTH (AT THIS POINT
 QM0691'IS A LARGE BOULDER), STATION IS ABOUT 150 YARDS SOUTH ON
 QM0691'BRUSHY KNOLL.
 QM0691'
 QM0691'REFERENCE MARK NO. 1, SET ON THE SOUTHERN SLOPE OF THE KNOLL.
 QM0691'THE MARK IS FLUSH WITH GROUND.
 QM0691'
 QM0691'REFERENCE MARK NO. 2, SET ON THE WESTERN SLOPE OF THE KNOLL.
 QM0691'THE MARK IS FLUSH WITH GROUND.
 QM0691'
 QM0691'AZIMUTH MARK IS NORTHEAST OF THE STATION ON A RISE ON THE
 QM0691'HIGHWAY, 31 FEET NORTH-NORTHWEST OF THE CENTER LINE OF THE
 QM0691'HIGHWAY.  THE MARK PROJECTS 4 INCHES.
 QM0691'
 QM0691'LIGHTS 87 FEET ABOVE MORSE AND BASSWOOD, AND 100 FEET ABOVE
 QM0691'BRYANT ARE VISIBLE FROM THE GROUND.
 QM0691'
 QM0691'A LIGHT 87 FEET ABOVE VILAS COMES INTO VIEW AT 12 FEET ABOVE
 QM0691'THE GROUND.
 QM0691'
 QM0691'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QM0691'BRONZE DISKS.
 QM0691
 QM0691                          STATION RECOVERY (1940)
 QM0691
 QM0691'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 QM0691'STATION RECOVERED AS DESCRIBED BY C.A.S. IN 1934.  ALL MARKS
 QM0691'WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION IS COMPLETE
 QM0691'AND ADEQUATE.
 QM0691'
 QM0691'THE STATION WAS NOT OCCUPIED.  IT WAS USED ONLY AS A CHECK
 QM0691'POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0780 ***********************************************************************
 OM0780  DESIGNATION -  LANNON
 OM0780  PID         -  OM0780
 OM0780  STATE/COUNTY-  WI/WAUKESHA
 OM0780  USGS QUAD   -  SUSSEX (1994)
 OM0780
 OM0780                         *CURRENT SURVEY CONTROL
 OM0780  ___________________________________________________________________
 OM0780* NAD 83(1991)-  43 08 01.28319(N)    088 09 26.13202(W)     ADJUSTED  
 OM0780* NAVD 88     -       303.     (meters)     994.     (feet)  SCALED    
 OM0780  ___________________________________________________________________
 OM0780  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 OM0780  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 OM0780
 OM0780  HORZ ORDER  -  THIRD
 OM0780
 OM0780.The horizontal coordinates were established by classical geodetic methods
 OM0780.and adjusted by the National Geodetic Survey in November 1991..
 OM0780
 OM0780.The orthometric height was scaled from a topographic map.
 OM0780
 OM0780.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0780
 OM0780.The geoid height was determined by GEOID03.
 OM0780
 OM0780;                    North         East     Units Scale Factor Converg.
 OM0780;SPC WI S     -   127,598.398   749,912.024   MT  0.99994339   +1 15 58.2
 OM0780;SPC WI S     -   418,629.08  2,460,336.37   sFT  0.99994339   +1 15 58.2
 OM0780;UTM  16      - 4,776,310.923   405,878.069   MT  0.99970898   -0 47 28.6
 OM0780
 OM0780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0780!SPC WI S     -   0.99995795  x   0.99994339  =   0.99990134
 OM0780!UTM  16      -   0.99995795  x   0.99970898  =   0.99966694
 OM0780
 OM0780:                Primary Azimuth Mark                     Grid Az
 OM0780:SPC WI S     -  MENOMONEE FALLS MUNICIPAL TANK           028 16 04.4
 OM0780:UTM  16      -  MENOMONEE FALLS MUNICIPAL TANK           030 19 31.2
 OM0780
 OM0780|---------------------------------------------------------------------|
 OM0780| PID    Reference Object                     Distance      Geod. Az  |
 OM0780|                                                           dddmmss.s |
 OM0780| OM0746 MENOMONEE FALLS MUNICIPAL TANK      APPROX. 6.1 KM 0293202.6 |
 OM0780| OM0745 MENOMONEE FALLS MID W MFG STK       APPROX. 6.7 KM 0300727.3 |
 OM0780| CI9960 LANNON AZ MK                                       0670200.2 |
 OM0780| OM0747 FUSSVILLE ST ANTHONY CATH CH        APPROX. 6.7 KM 0714035.0 |
 OM0780| CI9961 LANNON RM 1                          17.190 METERS 14040     |
 OM0780| CJ7928 LANNON RM 2                          14.556 METERS 21851     |
 OM0780|---------------------------------------------------------------------|
 OM0780
 OM0780                          SUPERSEDED SURVEY CONTROL
 OM0780
 OM0780  NAD 83(1986)-  43 08 01.27428(N)    088 09 26.14221(W) AD(       ) 3
 OM0780  NAD 27      -  43 08 01.24300(N)    088 09 25.81100(W) AD(       ) 3
 OM0780
 OM0780.Superseded values are not recommended for survey control.
 OM0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0780.See file dsdata.txt to determine how the superseded data were derived.
 OM0780
 OM0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0587876311(NAD 83)
 OM0780_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0780
 OM0780  HISTORY     - Date     Condition        Report By
 OM0780  HISTORY     - 1953     MONUMENTED       CGS
 OM0780  HISTORY     - 1959     SEE DESCRIPTION  CHIAS
 OM0780  HISTORY     - 1974     SEE DESCRIPTION  ALSTER
 OM0780  HISTORY     - 1978     SEE DESCRIPTION  NGS
 OM0780
 OM0780                          STATION DESCRIPTION
 OM0780
 OM0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0780'STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF MENOMONEE FALLS
 OM0780'AND IS ON ROAD RIGHT-OF-WAY.  IT IS 30 FEET EAST OF A TELEPHONE
 OM0780'POLE, 19 FEET NORTH OF THE CENTER OF W MILL ROAD, 3.5 FEET
 OM0780'WEST OF A WHITE WITNESS POST AND 3 FEET SOUTH OF A FENCE
 OM0780'LINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 OM0780'LANNON 1953.
 OM0780'
 OM0780'REFERENCE MARK NO. 1 IS 24 FEET SOUTH OF THE CENTER OF W
 OM0780'MILL ROAD, 18 FEET WEST OF THE CENTER OF A WOODS ROAD AND 1
 OM0780'FOOT NORTH OF A FENCE LINE.  THE MARK PROJECTS 4 INCHES AND
 OM0780'THE DISK IS STAMPED LANNON NO 1 1953.
 OM0780'
 OM0780'REFERENCE MARK NO. 2 IS 18 FEET SOUTH OF THE CENTER OF W MILL
 OM0780'ROAD AND 5 FEET NORTH OF A HEDGE ROW AND FENCE LINE.  THE
 OM0780'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED LANNON NO 2
 OM0780'1953.
 OM0780'
 OM0780'AZIMUTH MARK IS 29 FEET WEST OF THE CENTER OF MARCY ROAD, 2
 OM0780'FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF A FENCE
 OM0780'LINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 OM0780'LANNON 1953.
 OM0780'
 OM0780'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 74
 OM0780'AND COUNTY HIGHWAY Y IN LANNON, GO SOUTH ON COUNTY HIGHWAY
 OM0780'Y FOR 1.1 MILES TO W MILL ROAD.  TURN LEFT AND GO EAST ON
 OM0780'W MILL ROAD FOR 0.4 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 OM0780'
 OM0780'TO REACH THE AZIMUTH MARK FROM THE STATION.  GO EAST ON W
 OM0780'MILL ROAD FOR 0.7 MILE TO MARCY ROAD, TURN LEFT AND GO NORTH
 OM0780'ON MARCY ROAD FOR 0.35 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 OM0780'
 OM0780'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OM0780
 OM0780                          STATION RECOVERY (1959)
 OM0780
 OM0780'RECOVERY NOTE BY CHICAGO AERIAL SURVEY 1959
 OM0780'STATION RECOVERED AS DESCRIBED.
 OM0780
 OM0780                          STATION RECOVERY (1974)
 OM0780
 OM0780'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1974 (LC)
 OM0780'LANNON-DESTROYED
 OM0780'
 OM0780'LANNON NO 1 1953-GOOD
 OM0780'
 OM0780'LANNON NO 2 1953-GOOD
 OM0780'
 OM0780'STATION NOT FOUND DUE TO NEW HOUSE CONSTRUCTION AND THE CUTTING
 OM0780'AWAY OF THE BANK ON THE NORTH SIDE OF THE HIGHWAY.
 OM0780
 OM0780                          STATION RECOVERY (1978)
 OM0780
 OM0780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 OM0780'THE STATION UNDERGROUND MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK
 OM0780'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 WAS RECOVERED
 OM0780'BUT APPEARS TO HAVE BEEN HIT ON THE NORTHEAST CORNER OF THE MARK,
 OM0780'HOWEVER IT IS SOLID IN THE GROUND.  THE DISTANCE AND DIRECTION TO
 OM0780'REFERENCE MARK 1 WAS VERIFIED.  THE DISTANCE TO REFERENCE MARK 2
 OM0780'WAS SHORTER BY 0.019 METER.  THE DIRECTION BEING 8 MINUTES AND 29
 OM0780'SECONDS SMALLER.  A NEW SURFACE MARK WAS SET HOLDING THE EXACT
 OM0780'POSITION OF THE UNDERGROUND MARK.  IT IS 77.5 FEET SOUTH OF
 OM0780'SOUTHEAST CORNER OF HOUSE AT N64) W19806, 61.3 FEET WEST OF THE
 OM0780'CENTERLINE OF DRIVEWAY TO HOUSE ON NORTH SIDE OF THE STREET, 52.5
 OM0780'FEET EAST OF POWERLINE POLE 40-5 AND 22.0 FEET NORTH OF THE
 OM0780'CENTERLINE OF MILL ROAD.  THE MARK IS UNDERGROUND 5 INCHES
 OM0780'AND THE DISK IS STAMPED LANNON 1953 1978.
 OM0780'
 OM0780'REFERENCE MARK 1 IS 41 FEET EAST OF THE CENTERLINE OF EAST DRIVE TO
 OM0780'HOUSE, 19 FEET SOUTH OF THE CENTERLINE OF MILL ROAD AND 15 FEET
 OM0780'NORTH OF POWERLINE POLE.  THE MARK PROJECTS 3 INCHES AND THE DISK
 OM0780'STAMPED LANNON NO 1 1953.
 OM0780'
 OM0780'REFERENCE MARK 2 IS 23 FEET WEST OF THE CENTERLINE OF EAST DRIVE TO
 OM0780'HOUSE, 30 FEET EAST OF A SMALL TWIN-TRUNKED OAK TREE AND 15 FEET
 OM0780'SOUTH OF THE CENTERLINE OF THE ROAD.  THE MARK PROJECTS 3 INCHES
 OM0780'AND THE DISK IS STAMPED LANNON NO 2 1953.
 OM0780'
 OM0780'AZIMUTH MARK IS 29 FEET WEST OF THE CENTERLINE OF MARCY ROAD, 2
 OM0780'FEET NORTH OF A METAL WITNESS POST AND 1 FOOT EAST OF A FENCELINE.
 OM0780'THE MARK PROJECTS 2 INCHES AND THE DISK STAMPED LANNON 1953.
 OM0780'
 OM0780'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 74 AND
 OM0780'COUNTY ROAD 4 IN LANNON, GO SOUTH ON COUNTY ROAD 4 FOR 1.1 MILES TO
 OM0780'MILL ROAD.  TURN LEFT AND GO EAST ON MILL ROAD FOR 0.4 MILE TO THE
 OM0780'TOP OF THE HILL AND THE STATION ON THE LEFT AS DESCRIBED.
 OM0780'
 OM0780'TO REACH THE AZIMUTH MARK CONTINUE EAST ON MILL ROAD FOR 0.7 MILE
 OM0780'TO MARCY ROAD.  TURN LEFT AND GO NORTH ON MARCY ROAD FOR 0.3 MILE TO
 OM0780'THE MARK ON THE LEFT.
 OM0780'
 OM0780'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE SOUTHEAST
 OM0780'OF LANNON.
 OM0780'
 OM0780'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0147 ***********************************************************************
 QM0147  DESIGNATION -  LAONA
 QM0147  PID         -  QM0147
 QM0147  STATE/COUNTY-  WI/FOREST
 QM0147  USGS QUAD   -  LAONA (1972)
 QM0147
 QM0147                         *CURRENT SURVEY CONTROL
 QM0147  ___________________________________________________________________
 QM0147* NAD 83(1991)-  45 33 19.41432(N)    088 40 23.22276(W)     ADJUSTED  
 QM0147* NAVD 88     -       474.433  (meters)    1556.54   (feet)  ADJUSTED  
 QM0147  ___________________________________________________________________
 QM0147  LAPLACE CORR-          -4.99  (seconds)                    DEFLEC99
 QM0147  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 QM0147  DYNAMIC HT  -         474.395 (meters)    1556.41  (feet)  COMP
 QM0147  MODELED GRAV-     980,521.5   (mgal)                       NAVD 88
 QM0147
 QM0147  HORZ ORDER  -  FIRST
 QM0147  VERT ORDER  -  FIRST     CLASS II
 QM0147
 QM0147.The horizontal coordinates were established by classical geodetic methods
 QM0147.and adjusted by the National Geodetic Survey in November 1991..
 QM0147
 QM0147.The orthometric height was determined by differential leveling
 QM0147.and adjusted by the National Geodetic Survey in June 1991..
 QM0147
 QM0147.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0147
 QM0147.The geoid height was determined by GEOID03.
 QM0147
 QM0147.The dynamic height is computed by dividing the NAVD 88
 QM0147.geopotential number by the normal gravity value computed on the
 QM0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0147.degrees latitude (g = 980.6199 gals.).
 QM0147
 QM0147.The modeled gravity was interpolated from observed gravity values.
 QM0147
 QM0147;                    North         East     Units Scale Factor Converg.
 QM0147;SPC WI N     -    44,069.929   703,600.227   MT  1.00000207   +0 57 25.8
 QM0147;SPC WI N     -   144,586.09  2,308,395.08   sFT  1.00000207   +0 57 25.8
 QM0147;SPC WI C     -   192,208.468   703,601.364   MT  1.00001102   +0 56 10.4
 QM0147;SPC WI C     -   630,603.95  2,308,398.81   sFT  1.00001102   +0 56 10.4
 QM0147;UTM  16      - 5,046,011.930   369,413.256   MT  0.99980966   -1 11 40.8
 QM0147
 QM0147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0147!SPC WI N     -   0.99993094  x   1.00000207  =   0.99993301
 QM0147!SPC WI C     -   0.99993094  x   1.00001102  =   0.99994196
 QM0147!UTM  16      -   0.99993094  x   0.99980966  =   0.99974061
 QM0147
 QM0147:                Primary Azimuth Mark                     Grid Az
 QM0147:SPC WI N     -  LAONA PUB SCHOOL BLDG CUPOLA             352 22 18.1
 QM0147:SPC WI C     -  LAONA PUB SCHOOL BLDG CUPOLA             352 23 33.5
 QM0147:UTM  16      -  LAONA PUB SCHOOL BLDG CUPOLA             354 31 24.7
 QM0147
 QM0147|---------------------------------------------------------------------|
 QM0147| PID    Reference Object                     Distance      Geod. Az  |
 QM0147|                                                           dddmmss.s |
 QM0147| QM0646 LAONA PUB SCHOOL BLDG CUPOLA        APPROX. 0.9 KM 3531943.9 |
 QM0147| QM0648 LAONA GORDON HOTEL WATER TANK       APPROX. 1.1 KM 3532601.3 |
 QM0147| QM0647 LAONA RR WATER TANK                 285.222 METERS 35656     |
 QM0147|---------------------------------------------------------------------|
 QM0147
 QM0147                          SUPERSEDED SURVEY CONTROL
 QM0147
 QM0147  NAD 83(1986)-  45 33 19.41539(N)    088 40 23.24102(W) AD(       ) 1
 QM0147  NAD 27      -  45 33 19.55400(N)    088 40 22.83800(W) AD(       ) 1
 QM0147  NGVD 29 (??/??/92)  474.416  (m)         1556.48   (f) ADJ UNCH    1 2
 QM0147
 QM0147.Superseded values are not recommended for survey control.
 QM0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0147.See file dsdata.txt to determine how the superseded data were derived.
 QM0147
 QM0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR6941346012(NAD 83)
 QM0147_MARKER: DS = TRIANGULATION STATION DISK
 QM0147_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QM0147_SP_SET: CONCRETE BLOCK
 QM0147_STAMPING: LAONA 1921
 QM0147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0147
 QM0147  HISTORY     - Date     Condition        Report By
 QM0147  HISTORY     - 1921     MONUMENTED       CGS
 QM0147  HISTORY     - 1934     POOR             NGS
 QM0147  HISTORY     - 1971     MARK NOT FOUND   USGS
 QM0147  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0147
 QM0147                          STATION DESCRIPTION
 QM0147
 QM0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0147'STATION IS ABOUT 200 METERS S OF THE RAILROAD STATION AT LAONA,
 QM0147'100 METERS S OF A WAREHOUSE, 50 METERS NW OF CHUTE FOR LOADING
 QM0147'CATTLE, AND 41.90 METERS (137.50 FEET) W OF THE W RAIL OF THE
 QM0147'MAIN LINE OF THE CHICAGO AND NORTHWESTERN RAILWAY.
 QM0147'
 QM0147'SURFACE MARK IS A STANDARD BRONZE DISK SET IN A LARGE 3- BY
 QM0147'3- BY 4-FOOT CONCRETE BLOCK.
 QM0147'
 QM0147'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 QM0147'
 QM0147'MONUMENT REPORTED DISTURBED IN 1940.  IS OUT, LYING ON ITS
 QM0147'SIDE.
 QM0147
 QM0147                          STATION RECOVERY (1934)
 QM0147
 QM0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QM0147'AT LAONA.
 QM0147'AT LAONA, FOREST COUNTY, 246 YARDS SOUTH OF THE CHICAGO AND
 QM0147'NORTH WESTERN RAILWAY STATION, 95 FEET NORTH OF A CATTLE-LOADING
 QM0147'CHUTE, 137.5 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, AND
 QM0147'IN THE TOP OF A 3- BY 3-FOOT CONCRETE BLOCK.  A STANDARD
 QM0147'TRIANGULATION-STATION DISK, STAMPED LAONA 1921.
 QM0147
 QM0147                          STATION RECOVERY (1971)
 QM0147
 QM0147'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (WRM)
 QM0147'NOT FOUND.
 QM0147
 QM0147                          STATION RECOVERY (1985)
 QM0147
 QM0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0648 ***********************************************************************
 QM0648  DESIGNATION -  LAONA GORDON HOTEL WATER TANK
 QM0648  PID         -  QM0648
 QM0648  STATE/COUNTY-  WI/FOREST
 QM0648  USGS QUAD   -  LAONA (1972)
 QM0648
 QM0648                         *CURRENT SURVEY CONTROL
 QM0648  ___________________________________________________________________
 QM0648* NAD 83(1991)-  45 33 53.82547(N)    088 40 28.86189(W)     ADJUSTED  
 QM0648* NAVD 88     -                                                        
 QM0648  ___________________________________________________________________
 QM0648  LAPLACE CORR-          -5.01  (seconds)                    DEFLEC99
 QM0648  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 QM0648
 QM0648  HORZ ORDER  -  THIRD
 QM0648
 QM0648.The horizontal coordinates were established by classical geodetic methods
 QM0648.and adjusted by the National Geodetic Survey in November 1991..
 QM0648
 QM0648
 QM0648.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0648
 QM0648.The geoid height was determined by GEOID03.
 QM0648
 QM0648;                    North         East     Units Scale Factor Converg.
 QM0648;SPC WI N     -    45,130.115   703,460.209   MT  1.00000031   +0 57 21.8
 QM0648;SPC WI N     -   148,064.39  2,307,935.70   sFT  1.00000031   +0 57 21.8
 QM0648;UTM  16      - 5,047,076.422   369,313.166   MT  0.99980998   -1 11 45.5
 QM0648
 QM0648                          SUPERSEDED SURVEY CONTROL
 QM0648
 QM0648  NAD 83(1986)-  45 33 53.82577(N)    088 40 28.87716(W) AD(       ) 4
 QM0648  NAD 27      -  45 33 53.96400(N)    088 40 28.47800(W) AD(       ) 3
 QM0648
 QM0648.Superseded values are not recommended for survey control.
 QM0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0648.See file dsdata.txt to determine how the superseded data were derived.
 QM0648
 QM0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR6931347076(NAD 83)
 QM0648_MARKER: 51 = TANK
 QM0648
 QM0648  HISTORY     - Date     Condition        Report By
 QM0648  HISTORY     - 1921     FIRST OBSERVED   CGS
 QM0648  HISTORY     - 20021210 MARK NOT FOUND   USPSQD
 QM0648  HISTORY     - 20040325 MARK NOT FOUND   USPSQD
 QM0648
 QM0648                          STATION DESCRIPTION
 QM0648
 QM0648'DESCRIBED BY US POWER SQUADRON 2002 (DRB)
 QM0648'NOT FOUND.  THE WATER TANK AND GORDON HOTEL WERE
 QM0648'TORN DOWN IN ABOUT 1980.  THE HOTEL WAS LOCATED TO
 QM0648'THE EAST OF AND NEXT TO ADDRESS 4908 MILL STREET.
 QM0648'THE CONCRETE FOUNDATION FOR THE WATER TANK STILL
 QM0648'EXISTS NORTH OF 4908 MILL STREET.
 QM0648
 QM0648                          STATION RECOVERY (2004)
 QM0648
 QM0648'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0648'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0646 ***********************************************************************
 QM0646  DESIGNATION -  LAONA PUB SCHOOL BLDG CUPOLA
 QM0646  PID         -  QM0646
 QM0646  STATE/COUNTY-  WI/FOREST
 QM0646  USGS QUAD   -  LAONA (1972)
 QM0646
 QM0646                         *CURRENT SURVEY CONTROL
 QM0646  ___________________________________________________________________
 QM0646* NAD 83(1991)-  45 33 49.34808(N)    088 40 28.20708(W)     ADJUSTED  
 QM0646* NAVD 88     -                                                        
 QM0646  ___________________________________________________________________
 QM0646  LAPLACE CORR-          -5.01  (seconds)                    DEFLEC99
 QM0646  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 QM0646
 QM0646  HORZ ORDER  -  THIRD
 QM0646
 QM0646.The horizontal coordinates were established by classical geodetic methods
 QM0646.and adjusted by the National Geodetic Survey in November 1991..
 QM0646
 QM0646
 QM0646.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0646
 QM0646.The geoid height was determined by GEOID03.
 QM0646
 QM0646;                    North         East     Units Scale Factor Converg.
 QM0646;SPC WI N     -    44,992.141   703,476.714   MT  1.00000054   +0 57 22.2
 QM0646;SPC WI N     -   147,611.72  2,307,989.85   sFT  1.00000054   +0 57 22.2
 QM0646;UTM  16      - 5,046,937.952   369,324.475   MT  0.99980995   -1 11 44.9
 QM0646
 QM0646                          SUPERSEDED SURVEY CONTROL
 QM0646
 QM0646  NAD 83(1986)-  45 33 49.34798(N)    088 40 28.22275(W) AD(       ) 4
 QM0646  NAD 27      -  45 33 49.49000(N)    088 40 27.82000(W) AD(       ) 3
 QM0646
 QM0646.Superseded values are not recommended for survey control.
 QM0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0646.See file dsdata.txt to determine how the superseded data were derived.
 QM0646
 QM0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR6932446938(NAD 83)
 QM0646_MARKER: 86 = CUPOLA
 QM0646
 QM0646  HISTORY     - Date     Condition        Report By
 QM0646  HISTORY     - 1921     FIRST OBSERVED   CGS
 QM0646  HISTORY     - 20021210 MARK NOT FOUND   USPSQD
 QM0646  HISTORY     - 20040325 MARK NOT FOUND   USPSQD
 QM0646
 QM0646                          STATION DESCRIPTION
 QM0646
 QM0646'DESCRIBED BY US POWER SQUADRON 2002 (DRB)
 QM0646'NOT FOUND. ACCORDING TO A RESIDENT, THE GRADE
 QM0646'SCHOOL BUILDING THAT WAS LOCATED ABOUT 0.1 MILE
 QM0646'SOUTH OF THE INTERSECTION OF HIGHWAY 8 AND MILL
 QM0646'STREET ON HIGHWAY 8 HAD A CUPOLA.  IT  BURNED DOWN
 QM0646'IN ABOUT 1940.
 QM0646
 QM0646                          STATION RECOVERY (2004)
 QM0646
 QM0646'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0646'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0647 ***********************************************************************
 QM0647  DESIGNATION -  LAONA RR WATER TANK
 QM0647  PID         -  QM0647
 QM0647  STATE/COUNTY-  WI/FOREST
 QM0647  USGS QUAD   -  LAONA (1972)
 QM0647
 QM0647                         *CURRENT SURVEY CONTROL
 QM0647  ___________________________________________________________________
 QM0647* NAD 83(1991)-  45 33 28.63970(N)    088 40 23.92521(W)     ADJUSTED  
 QM0647* NAVD 88     -                                                        
 QM0647  ___________________________________________________________________
 QM0647  LAPLACE CORR-          -4.99  (seconds)                    DEFLEC99
 QM0647  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 QM0647
 QM0647  HORZ ORDER  -  THIRD
 QM0647
 QM0647.The horizontal coordinates were established by classical geodetic methods
 QM0647.and adjusted by the National Geodetic Survey in November 1991..
 QM0647
 QM0647
 QM0647.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0647
 QM0647.The geoid height was determined by GEOID03.
 QM0647
 QM0647;                    North         East     Units Scale Factor Converg.
 QM0647;SPC WI N     -    44,354.450   703,580.237   MT  1.00000159   +0 57 25.3
 QM0647;SPC WI N     -   145,519.56  2,308,329.49   sFT  1.00000159   +0 57 25.3
 QM0647;UTM  16      - 5,046,296.946   369,403.965   MT  0.99980969   -1 11 41.4
 QM0647
 QM0647                          SUPERSEDED SURVEY CONTROL
 QM0647
 QM0647  NAD 83(1986)-  45 33 28.63779(N)    088 40 23.94217(W) AD(       ) 4
 QM0647  NAD 27      -  45 33 28.78000(N)    088 40 23.54000(W) AD(       ) 3
 QM0647
 QM0647.Superseded values are not recommended for survey control.
 QM0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0647.See file dsdata.txt to determine how the superseded data were derived.
 QM0647
 QM0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR6940446297(NAD 83)
 QM0647_MARKER: 51 = TANK
 QM0647
 QM0647  HISTORY     - Date     Condition        Report By
 QM0647  HISTORY     - 1921     FIRST OBSERVED   CGS
 QM0647  HISTORY     - 20021210 MARK NOT FOUND   USPSQD
 QM0647  HISTORY     - 20040325 MARK NOT FOUND   USPSQD
 QM0647
 QM0647                          STATION DESCRIPTION
 QM0647
 QM0647'DESCRIBED BY US POWER SQUADRON 2002 (DRB)
 QM0647'NOT FOUND.  THE WATER TANK HAS BEEN TORN DOWN.
 QM0647
 QM0647                          STATION RECOVERY (2004)
 QM0647
 QM0647'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0647'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0799 ***********************************************************************
 OM0799  DESIGNATION -  LAPHAM PEAK
 OM0799  PID         -  OM0799
 OM0799  STATE/COUNTY-  WI/WAUKESHA
 OM0799  USGS QUAD   -  OCONOMOWOC EAST (1976)
 OM0799
 OM0799                         *CURRENT SURVEY CONTROL
 OM0799  ___________________________________________________________________
 OM0799* NAD 83(1991)-  43 01 56.40401(N)    088 23 34.20048(W)     ADJUSTED  
 OM0799* NAVD 88     -       372.     (meters)    1220.     (feet)  SCALED    
 OM0799  ___________________________________________________________________
 OM0799  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 OM0799  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 OM0799
 OM0799  HORZ ORDER  -  SECOND
 OM0799
 OM0799.The horizontal coordinates were established by classical geodetic methods
 OM0799.and adjusted by the National Geodetic Survey in November 1991..
 OM0799
 OM0799.The orthometric height was scaled from a topographic map.
 OM0799
 OM0799.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0799
 OM0799.The geoid height was determined by GEOID03.
 OM0799
 OM0799;                    North         East     Units Scale Factor Converg.
 OM0799;SPC WI S     -   115,944.626   730,966.931   MT  0.99995316   +1 06 15.4
 OM0799;SPC WI S     -   380,394.99  2,398,180.67   sFT  0.99995316   +1 06 15.4
 OM0799;UTM  16      - 4,765,346.760   386,531.201   MT  0.99975839   -0 57 02.1
 OM0799
 OM0799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0799!SPC WI S     -   0.99994708  x   0.99995316  =   0.99990024
 OM0799!UTM  16      -   0.99994708  x   0.99975839  =   0.99970548
 OM0799
 OM0799:                Primary Azimuth Mark                     Grid Az
 OM0799:SPC WI S     -  HOLY HILL LDY MERCY CH W SPIRE           011 30 55.3
 OM0799:UTM  16      -  HOLY HILL LDY MERCY CH W SPIRE           013 34 12.8
 OM0799
 OM0799|---------------------------------------------------------------------|
 OM0799| PID    Reference Object                     Distance      Geod. Az  |
 OM0799|                                                           dddmmss.s |
 OM0799| OM0786 HOLY HILL LDY MERCY CH W SPIRE      APPROX.24.1 KM 0123710.7 |
 OM0799| OM0787 HOLY HILL LDY MERCY CH E SPIRE      APPROX.24.1 KM 0123924.5 |
 OM0799| CJ7931 LAPHAM PEAK RM 3                     56.460 METERS 02006     |
 OM0799| OM0791 HARTLAND MUNICIPAL TANK             APPROX. 8.8 KM 0230650.0 |
 OM0799| CJ7929 LAPHAM PEAK RM 1                     22.305 METERS 05007     |
 OM0799| OM0789 PEWAUKEE MUNICIPAL TANK             APPROX.11.8 KM 0650647.1 |
 OM0799| OM0764 WAUKESHA RAD WTMJ NORTH MAST        APPROX.21.3 KM 0890259.7 |
 OM0799| OM0774 WAUKESHA RAD STA KSC 274 MAST       APPROX.15.3 KM 0891906.1 |
 OM0799| OM0765 WAUKESHA RAD WTMJ MIDDLE MAST       APPROX.21.3 KM 0892023.8 |
 OM0799| OM0763 WAUKESHA RAD WTMJ SOUTH MAST        APPROX.21.3 KM 0894207.5 |
 OM0799| NH0970 PROSPECT MICROWAVE STA KSA 72       APPROX.21.2 KM 1184853.5 |
 OM0799| NH1026 PONY                                APPROX.13.0 KM 1823015.2 |
 OM0799| NH1027 N PRAIRIE PET DAIRY PROD STK        APPROX.10.6 KM 1840422.1 |
 OM0799| NH1024 EAGLE ST THERESA CATH CH SPIRE      APPROX.18.2 KM 2014236.1 |
 OM0799| OM0797 DOUSMAN MASONIC HOME FARM TANK      APPROX. 6.1 KM 2605803.3 |
 OM0799| OM0860 SULLIVAN CARNATION CO STACK         APPROX.15.8 KM 2613552.9 |
 OM0799| OM0795 WALES RADIO STATION WHAD MAST        31.123 METERS 31150     |
 OM0799| OM0798 OCONOMOWOC MUNICIPAL TANK           APPROX.11.7 KM 3162003.4 |
 OM0799| CJ7930 LAPHAM PEAK RM 2                     22.998 METERS 32112     |
 OM0799|---------------------------------------------------------------------|
 OM0799
 OM0799                          SUPERSEDED SURVEY CONTROL
 OM0799
 OM0799  NAD 83(1986)-  43 01 56.39614(N)    088 23 34.20956(W) AD(       ) 2
 OM0799  NAD 27      -  43 01 56.36200(N)    088 23 33.86140(W) AD(       ) 2
 OM0799
 OM0799.Superseded values are not recommended for survey control.
 OM0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0799.See file dsdata.txt to determine how the superseded data were derived.
 OM0799
 OM0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8653165347(NAD 83)
 OM0799_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0799+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2003
 OM0799
 OM0799  HISTORY     - Date     Condition        Report By
 OM0799  HISTORY     - 1957     MONUMENTED       CGS
 OM0799  HISTORY     - 1971     SEE DESCRIPTION  WIDT
 OM0799  HISTORY     - 1972     SEE DESCRIPTION  NGS
 OM0799  HISTORY     - 19950521 GOOD             USPSQD
 OM0799  HISTORY     - 20020825 GOOD             INDIV
 OM0799  HISTORY     - 20030806 GOOD             INDIV
 OM0799  HISTORY     - 20041113 MARK NOT FOUND   USPSQD
 OM0799
 OM0799                          STATION DESCRIPTION
 OM0799
 OM0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 OM0799'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF DOUSMAN,
 OM0799'ABOUT 2 MILES NORTH OF WALES AND ON A HIGH HILL IN THE LAPHAM
 OM0799'PEAK PARK WHICH IS STATE OWNED.  IT IS 46 FEET SOUTHEAST OF
 OM0799'THE SOUTHEAST LEG OF A WOODEN LOOKOUT TOWER, 56 FEET SOUTHWEST
 OM0799'OF A 12 INCH OAK TREE, 15 FEET SOUTH OF A LARGE BOULDER WITH
 OM0799'A BRONZE PLATE ON THE NORTH SIDE AND 6 FEET NORTH OF A WHITE
 OM0799'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 OM0799'LAPHAM PEAK 1957.
 OM0799'
 OM0799'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 18 AND
 OM0799'STATE HIGHWAY 83 AT THE NORTH EDGE OF WALES, GO WEST ON
 OM0799'HIGHWAY 18 FOR 1.0 MILE TO THE JUNCTION OF COUNTY HIGHWAY CC.
 OM0799'TURN RIGHT ON HIGHWAY CC AND GO NORTH FOR 0.9 MILE TO A PAVED
 OM0799'SIDE ROAD RIGHT AND THE SIGN LAPHAM PEAK PARK ON THE LEFT.
 OM0799'TURN RIGHT AND GO EAST AND NORTH ON THE PAVED ROAD FOR 0.85
 OM0799'MILE TO A PARKING LOT.  TURN RIGHT AND GO EAST FOR 75 FEET TO
 OM0799'THE SOUTHEAST CORNER OF THE PARKING LOT.  AT THIS POINT A POST
 OM0799'CAN BE TAKEN OUT AND A TRUCK CAN BE DRIVEN SOUTH THROUGH THE
 OM0799'PICNIC AREA FOR 0.1 MILE TO A LARGE WOODEN LOOKOUT TOWER AND
 OM0799'THE STATION.
 OM0799'
 OM0799'REFERENCE MARK 1 IS 46 FEET NORTHEAST OF THE NORTHEAST LEG
 OM0799'OF THE LOOKOUT TOWER, 36 FEET NORTH OF A 12 INCH TWIN OAK TREE
 OM0799'AND 21 FEET SOUTHWEST OF A 14 INCH OAK TREE.  THE MONUMENT IS
 OM0799'FLUSH AND THE DISK IS STAMPED LAPHAM PEAK NO 1 1957.
 OM0799'
 OM0799'REFERENCE MARK 2 IS 33 FEET SOUTHWEST OF THE SOUTHWEST LEG
 OM0799'OF THE LOOKOUT TOWER, 30 FEET EAST OF A RADIO MAST AND 5 FEET
 OM0799'SOUTHEAST OF A 20 INCH OAK TREE.  THE MONUMENT IS FLUSH AND THE
 OM0799'DISK IS STAMPED LAPHAM PEAK NO 2 1957.
 OM0799'
 OM0799'REFERENCE MARK 3 IS 18 FEET NORTH OF A 12 INCH OAK TREE, 9
 OM0799'FEET EAST OF AN 8 INCH OAK TREE AND AT THE SOUTH EDGE OF THE
 OM0799'PICNIC AREA.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 OM0799'LAPHAM PEAK NO 3 1957.
 OM0799'
 OM0799'AT THIS TIME THERE IS NO POSSIBLE PLACE TO SET AN AZIMUTH MARK
 OM0799'AND R.M. 3 WAS ESTABLISHED USING PRECISE METHODS.
 OM0799'
 OM0799'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 OM0799
 OM0799                          STATION RECOVERY (1971)
 OM0799
 OM0799'RECOVERY NOTE BY WI DEPT OF TRANSP 1971 (DDT)
 OM0799'LAPHAM PEAK 1957-GOOD
 OM0799'
 OM0799'AZIMUTH MONUMENT ALSO RECOVERED IN GOOD CONDITION.
 OM0799
 OM0799                          STATION RECOVERY (1972)
 OM0799
 OM0799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 OM0799'THE STATION MARK AND REFERENCE MARKS WERE FOUND AS DESCRIBED
 OM0799'AND IN GOOD CONDITION.  REFERENCE MARK 2 IS OBSTRUCTED BY BRUSH
 OM0799'AND SINCE THE STATION SITE IS A STATE PARK NO CLEARING WAS
 OM0799'DONE AND THE STATION WAS NOT OCCUPIED.  THE 1957 DESCRIPTION IS
 OM0799'GOOD.
 OM0799'
 OM0799'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2
 OM0799'MILES NORTH OF WALES
 OM0799
 OM0799                          STATION RECOVERY (1995)
 OM0799
 OM0799'RECOVERY NOTE BY US POWER SQUADRON 1995
 OM0799'RECOVERED IN GOOD CONDITION.
 OM0799
 OM0799                          STATION RECOVERY (2002)
 OM0799
 OM0799'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (LPS)
 OM0799'RECOVERED IN GOOD CONDITION.
 OM0799
 OM0799                          STATION RECOVERY (2003)
 OM0799
 OM0799'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JC)
 OM0799'UPDATE TO DIRECTIONS - OLD ROUTE PERMANENTLY CLOSED
 OM0799' 
 OM0799'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 18 AND STATE
 OM0799'HIGHWAY 83 AT THE NORTH EDGE OF WALES, GO WEST ON HIGHWAY 18 FOR 1.0
 OM0799'MILE TO THE JUNCTION OF COUNTY HIGHWAY C.
 OM0799'TURN RIGHT ON HIGHWAY C AND GO NORTH 1.8 MILES TO THE PAVED ENTRANCE
 OM0799'TO LAPHAM PEAK PARK.
 OM0799'TURN RIGHT AND GO EAST AND SOUTH ON PAVED ROAD FOR 1.2 MILES TO SOUTH
 OM0799'END OF TOWER PARKING LOT.
 OM0799'VEHICLE ACCESS TO TOWER AND MONUMENT LOCATION THROUGH LOCKED GATE ON
 OM0799'ACCESS ROAD SOUTH OF PARKING LOT.
 OM0799
 OM0799                          STATION RECOVERY (2004)
 OM0799
 OM0799'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHB)
 OM0799'MARK NOT FOUND. WITNESS POST MISSING, IF PRESENT, MARK IS BURIED UNDER
 OM0799'PILE OF DIRT AND CONSTRUCTION DEBRIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0528 ***********************************************************************
 PO0528  DESIGNATION -  LARIS
 PO0528  PID         -  PO0528
 PO0528  STATE/COUNTY-  WI/WOOD
 PO0528  USGS QUAD   -  MARSHFIELD (1979)
 PO0528
 PO0528                         *CURRENT SURVEY CONTROL
 PO0528  ___________________________________________________________________
 PO0528* NAD 83(1991)-  44 40 31.82462(N)    090 11 21.90366(W)     ADJUSTED  
 PO0528* NAVD 88     -       404.     (meters)    1325.     (feet)  SCALED    
 PO0528  ___________________________________________________________________
 PO0528  LAPLACE CORR-          -6.05  (seconds)                    DEFLEC99
 PO0528  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 PO0528
 PO0528  HORZ ORDER  -  FIRST
 PO0528
 PO0528.The horizontal coordinates were established by classical geodetic methods
 PO0528.and adjusted by the National Geodetic Survey in November 1991..
 PO0528
 PO0528.The orthometric height was scaled from a topographic map.
 PO0528
 PO0528.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0528
 PO0528.The geoid height was determined by GEOID03.
 PO0528
 PO0528;                    North         East     Units Scale Factor Converg.
 PO0528;SPC WI C     -    93,598.240   584,981.769   MT  0.99994681   -0 08 01.1
 PO0528;SPC WI C     -   307,080.23  1,919,227.69   sFT  0.99994681   -0 08 01.1
 PO0528;UTM  15      - 4,950,747.417   722,764.771   MT  1.00021028   +1 58 36.9
 PO0528
 PO0528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0528!SPC WI C     -   0.99994198  x   0.99994681  =   0.99988879
 PO0528!UTM  15      -   0.99994198  x   1.00021028  =   1.00015225
 PO0528
 PO0528:                Primary Azimuth Mark                     Grid Az
 PO0528:SPC WI C     -  ROBERT                                   322 09 41.3
 PO0528:UTM  15      -  ROBERT                                   320 03 03.3
 PO0528
 PO0528|---------------------------------------------------------------------|
 PO0528| PID    Reference Object                     Distance      Geod. Az  |
 PO0528|                                                           dddmmss.s |
 PO0528| PO0533 ROBERT                              APPROX. 2.5 KM 3220140.2 |
 PO0528|---------------------------------------------------------------------|
 PO0528
 PO0528                          SUPERSEDED SURVEY CONTROL
 PO0528
 PO0528  NAD 83(1986)-  44 40 31.82149(N)    090 11 21.90896(W) AD(       ) 1
 PO0528  NAD 27      -  44 40 31.94200(N)    090 11 21.43200(W) AD(       ) 1
 PO0528
 PO0528.Superseded values are not recommended for survey control.
 PO0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0528.See file dsdata.txt to determine how the superseded data were derived.
 PO0528
 PO0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK2276550747(NAD 83)
 PO0528_MARKER: DS = TRIANGULATION STATION DISK
 PO0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0528_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PO0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0528+STABILITY: SURFACE MOTION
 PO0528
 PO0528  HISTORY     - Date     Condition        Report By
 PO0528  HISTORY     - 1921     MONUMENTED       CGS
 PO0528  HISTORY     - 1930     GOOD             CGS
 PO0528  HISTORY     - 1934     GOOD             CGS
 PO0528  HISTORY     - 1943     POOR             CGS
 PO0528  HISTORY     - 1944     SEE DESCRIPTION  CGS
 PO0528  HISTORY     - 1970     GOOD             WIHD
 PO0528  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 PO0528
 PO0528                          STATION DESCRIPTION
 PO0528
 PO0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 PO0528'STATION IS LOCATED ABOUT 1 MILE N OF MARSHFIELD, ON THE W SIDE
 PO0528'OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY,
 PO0528'15 METERS S OF MILEPOST 282, AT THE POINT OF TANGENCY AT THE
 PO0528'N END OF THE FIRST CURVE N OF MARSHFIELD.  IT IS 22.226
 PO0528'METERS (72.94 FEET) W OF W RAIL.
 PO0528'
 PO0528'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 PO0528'
 PO0528'THERE ARE NO REFERENCE MARKS.
 PO0528
 PO0528                          STATION RECOVERY (1930)
 PO0528
 PO0528'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PO0528'THIS MARK HAS BEEN FOUND AS DESCRIBED.  DESCRIPTION ADEQUATE.
 PO0528
 PO0528                          STATION RECOVERY (1934)
 PO0528
 PO0528'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WM)
 PO0528'STATION FOUND AS DESCRIBED.  STATION MARK HAS BEEN BROKEN
 PO0528'OUT OF MONUMENT BUT OTHERWISE THE STATION IS IN GOOD CONDITION.
 PO0528
 PO0528                          STATION RECOVERY (1943)
 PO0528
 PO0528'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RJB)
 PO0528'STATION FOUND AS DESCRIBED.  ABOUT 3 INCHES OF THE TOP OF
 PO0528'POST IS SHEARED OFF AND THE DISK IS BROKEN OUT.  THE REMAINING
 PO0528'PART APPEARS TO BE SOUND AND IN GOOD CONDITION.  MARK IS ABOUT
 PO0528'45 FEET NW OF THE SECOND POLE S OF THE SWITCH.
 PO0528
 PO0528                          STATION RECOVERY (1944)
 PO0528
 PO0528'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (RJB)
 PO0528'TRIANGULATION DISK STAMPED LARIS RESET 1943 RESET AT ORIGINAL
 PO0528'SITE ON OCTOBER 6, 1943.  ADDITIONAL DESCRIPTION INFORMATION--
 PO0528'STATION 13, 9 FT. E OF R/W FENCE LINE OF HIGH BANK OF DEEP
 PO0528'CUT.  LTR. OF R.J. BECKER, 12/4/43--A HOLE 1/2 INCH DEPTH REMAINS
 PO0528'WHERE THE SHANK OF THE DISK WAS SET.
 PO0528
 PO0528                          STATION RECOVERY (1970)
 PO0528
 PO0528'RECOVERY NOTE BY WI HIGHWAY DEPT 1970 (ELH)
 PO0528'DESCRIPTION ADEQUATE-STATION FOUND AS DESCRIBED IN GOOD
 PO0528'CONDITION.
 PO0528
 PO0528                          STATION RECOVERY (2004)
 PO0528
 PO0528'RECOVERY NOTE BY US POWER SQUADRON 2004 (DS)
 PO0528'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1280 ***********************************************************************
 PN1280  DESIGNATION -  LARRY
 PN1280  PID         -  PN1280
 PN1280  STATE/COUNTY-  WI/WOOD
 PN1280  USGS QUAD   -  WISCONSIN RAPIDS SOUTH (1984)
 PN1280
 PN1280                         *CURRENT SURVEY CONTROL
 PN1280  ___________________________________________________________________
 PN1280* NAD 83(1991)-  44 19 45.59838(N)    089 48 42.08457(W)     ADJUSTED  
 PN1280* NAVD 88     -       308.5    (meters)    1012.     (feet)  VERTCON   
 PN1280  ___________________________________________________________________
 PN1280  LAPLACE CORR-          -5.90  (seconds)                    DEFLEC99
 PN1280  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 PN1280
 PN1280  HORZ ORDER  -  SECOND
 PN1280
 PN1280.The horizontal coordinates were established by classical geodetic methods
 PN1280.and adjusted by the National Geodetic Survey in November 1991..
 PN1280
 PN1280.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1280
 PN1280.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1280
 PN1280.The geoid height was determined by GEOID03.
 PN1280
 PN1280;                    North         East     Units Scale Factor Converg.
 PN1280;SPC WI C     -    55,131.987   615,019.596   MT  0.99998595   +0 07 58.3
 PN1280;SPC WI C     -   180,878.86  2,017,776.79   sFT  0.99998595   +0 07 58.3
 PN1280;UTM  16      - 4,912,297.418   275,823.672   MT  1.00021809   -1 57 56.1
 PN1280
 PN1280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1280!SPC WI C     -   0.99995716  x   0.99998595  =   0.99994311
 PN1280!UTM  16      -   0.99995716  x   1.00021809  =   1.00017524
 PN1280
 PN1280|---------------------------------------------------------------------|
 PN1280| PID    Reference Object                     Distance      Geod. Az  |
 PN1280|                                                           dddmmss.s |
 PN1280| CS5258 LARRY RM 2                            9.149 METERS 15956     |
 PN1280| CS5257 LARRY RM 1                           24.500 METERS 33932     |
 PN1280|---------------------------------------------------------------------|
 PN1280
 PN1280                          SUPERSEDED SURVEY CONTROL
 PN1280
 PN1280  NAD 83(1986)-  44 19 45.59590(N)    089 48 42.09100(W) AD(       ) 2
 PN1280  NGVD 29 (02/11/91)  308.5    (m)         1012.     (f) VERT ANG       
 PN1280
 PN1280.Superseded values are not recommended for survey control.
 PN1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1280.See file dsdata.txt to determine how the superseded data were derived.
 PN1280
 PN1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7582412297(NAD 83)
 PN1280_MARKER: DE = TRAVERSE STATION DISK
 PN1280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN1280_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1280+STABILITY: SURFACE MOTION
 PN1280
 PN1280  HISTORY     - Date     Condition        Report By
 PN1280  HISTORY     - 1982     MONUMENTED       WIDT
 PN1280  HISTORY     - 20040330 MARK NOT FOUND   USPSQD
 PN1280
 PN1280                          STATION DESCRIPTION
 PN1280
 PN1280'DESCRIBED BY WI DEPT OF TRANSP 1982 (LTK)
 PN1280'THE STATION IS LOCATED ALONG STH 13 ABOUT 4 MILES EAST NORTHEAST OF
 PN1280'NEKOOSA AND 2.3 MILES SOUTH OF WISCONSIN RAPIDS NEAR THE JUNCTION OF
 PN1280'STH 13 AND LARRY AVENUE TO THE WEST.
 PN1280'
 PN1280'TO REACH THE STATION FROM THE JUNCTION OF STH 13 AND STH 73 TO THE
 PN1280'WEST ABOUT 4 MILES SOUTH OF WISCONSIN RAPIDS, GO NORTH ON STH 13 FOR
 PN1280'1.4 MILES TO A BRIDGE OVER FIVE MILE CREEK.  CONTINUE NORTH ON STH 13
 PN1280'FOR 0.14 MILE TO THE INTERSECTION WITH LARRY AVENUE AND THE STATION
 PN1280'ABOUT 110 FEET TO THE NORTHEAST ON STH 13 RIGHT OF WAY.
 PN1280'
 PN1280'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---LARRY 1982---.
 PN1280'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL
 PN1280'CONCRETE MONUMENT WHICH PROJECTS 6 INCHES ABOVE GROUND.  IT IS 101
 PN1280'FEET NORTH OF THE CENTER OF LARRY AVENUE EXTENDED TO THE EAST, 42 FEET
 PN1280'EAST OF THE CENTER OF STH 13, 31 FEET SOUTH OF THE CENTER OF A PRIVATE
 PN1280'ENTRANCE AT FIRE NUMBER--7141--, AND 1.7 FEET NORTHEAST OF A METAL
 PN1280'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 PN1280'CONCRETE 5 FEET BELOW GROUND.
 PN1280'
 PN1280'REFERENCE MARK 1 IS A STANDARD WIDT DISK STAMPED---LARRY RM 1 1982---
 PN1280'SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT
 PN1280'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 183 FEET NORTH OF THE
 PN1280'CENTER OF LARRY AVENUE EXTENDED TO THE EAST, 51 FEET NORTH OF THE
 PN1280'CENTER OF A PRIVATE ENTRANCE AT FIRE NUMBER--7141--, 41 FEET EAST OF
 PN1280'THE CENTER OF STH 13, 6 FEET SOUTH OF A POWER POLE, AND LEVEL WITH THE
 PN1280'STATION.
 PN1280'
 PN1280'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---LARRY RM 2 1982---
 PN1280'SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT
 PN1280'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 72 FEET NORTH OF THE
 PN1280'CENTER OF LARRY AVENUE EXTENDED TO THE EAST, 62 FEET SOUTH OF THE
 PN1280'CENTER OF A PRIVATE ENTRANCE AT FIRE NUMBER--7141--, 42 FEET EAST OF
 PN1280'THE CENTER OF STH 13, 29 FEET SOUTH OF A METAL WITNESS POST, AND 2
 PN1280'FEET LOWER THAN THE STATION.
 PN1280'
 PN1280'NO AZIMUTH MARK WAS SET.  HEIGHT OF LIGHT ABOVE MARK WAS 1.41 METERS.
 PN1280
 PN1280                          STATION RECOVERY (2004)
 PN1280
 PN1280'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN1280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO1448 ***********************************************************************
 QO1448  DESIGNATION -  LARSON
 QO1448  PID         -  QO1448
 QO1448  STATE/COUNTY-  WI/BARRON
 QO1448  USGS QUAD   -  ARLAND (1978)
 QO1448
 QO1448                         *CURRENT SURVEY CONTROL
 QO1448  ___________________________________________________________________
 QO1448* NAD 83(1991)-  45 16 15.47634(N)    092 04 23.72530(W)     ADJUSTED  
 QO1448* NAVD 88     -       393.     (meters)    1289.     (feet)  SCALED    
 QO1448  ___________________________________________________________________
 QO1448  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 QO1448  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 QO1448
 QO1448  HORZ ORDER  -  FIRST
 QO1448
 QO1448.The horizontal coordinates were established by classical geodetic methods
 QO1448.and adjusted by the National Geodetic Survey in March 1999..
 QO1448
 QO1448.The orthometric height was scaled from a topographic map.
 QO1448
 QO1448.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO1448
 QO1448.The geoid height was determined by GEOID03.
 QO1448
 QO1448;                    North         East     Units Scale Factor Converg.
 QO1448;SPC WI C     -   161,828.037   437,326.037   MT  0.99996442   -1 27 46.2
 QO1448;SPC WI C     -   530,930.82  1,434,793.84   sFT  0.99996442   -1 27 46.2
 QO1448;UTM  15      - 5,013,469.670   572,696.405   MT  0.99966498   +0 39 30.3
 QO1448
 QO1448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1448!SPC WI C     -   0.99994314  x   0.99996442  =   0.99990756
 QO1448!UTM  15      -   0.99994314  x   0.99966498  =   0.99960814
 QO1448
 QO1448|---------------------------------------------------------------------|
 QO1448| PID    Reference Object                     Distance      Geod. Az  |
 QO1448|                                                           dddmmss.s |
 QO1448| CJ3671 LARSON RM 1                          37.600 METERS 12609     |
 QO1448| CJ3669 LARSON AZ MK                                       1945159.7 |
 QO1448| CJ3672 LARSON RM 2                          32.492 METERS 27124     |
 QO1448| QO1450 TURTLE LAKE MUNICIPAL TANK          APPROX.14.9 KM 3392238.6 |
 QO1448|---------------------------------------------------------------------|
 QO1448
 QO1448                          SUPERSEDED SURVEY CONTROL
 QO1448
 QO1448  NAD 83(1991)-  45 16 15.47348(N)    092 04 23.72328(W) AD(       ) 1
 QO1448  NAD 83(1986)-  45 16 15.46682(N)    092 04 23.73361(W) AD(       ) 1
 QO1448  NAD 27      -  45 16 15.60400(N)    092 04 23.08100(W) AD(       ) 1
 QO1448
 QO1448.Superseded values are not recommended for survey control.
 QO1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1448.See file dsdata.txt to determine how the superseded data were derived.
 QO1448
 QO1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7269613470(NAD 83)
 QO1448_MARKER: DS = TRIANGULATION STATION DISK
 QO1448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO1448_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QO1448
 QO1448  HISTORY     - Date     Condition        Report By
 QO1448  HISTORY     - 1934     MONUMENTED       CGS
 QO1448  HISTORY     - 1959     SEE DESCRIPTION  CGS
 QO1448  HISTORY     - 1973     GOOD             USGS
 QO1448  HISTORY     - 1976     MARK NOT FOUND   USGS
 QO1448
 QO1448                          STATION DESCRIPTION
 QO1448
 QO1448'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QO1448'THIS STATION IS ABOUT 10 MILES EAST OF CLEAR LAKE, ABOUT 4
 QO1448'MILES NORTHWEST OF PRAIRIE FARM, ABOUT 11 MILES SOUTH OF ALMENA,
 QO1448'IN THE SOUTHWEST QUARTER OF SEC. 11, T. 32 N., R. 14 W., ON
 QO1448'LAND OWNED AND OCCUPIED BY ODIN LARSON.  THE MARK IS SET ABOUT
 QO1448'100 YARDS EAST OF NORTH-SOUTH ROAD, ABOUT 150 YARDS EAST OF
 QO1448'THE LARSON HOUSE, 1 FOOT SOUTH OF EAST-WEST FENCE LINE, 100
 QO1448'FEET EAST OF THE NORTHEAST CORNER OF THE FIELD AND PROJECTS
 QO1448'11 INCHES.
 QO1448'
 QO1448'TO REACH FROM PRAIRIE FARM FROM THE JUNCTION OF COUNTY HIGHWAYS
 QO1448'F AND A, GO NORTH ON HIGHWAY F 0.85 MILE TO FORKS.  HERE FOLLOW
 QO1448'COUNTY HIGHWAY A, LEFT FORK, 4.45 MILES TO CROSSROADS (COUNTY
 QO1448'HIGHWAY A TURNS SOUTH AT THIS POINT).  CONTINUE WEST 1.0 MILE
 QO1448'TO SIDE ROAD TO NORTH, GO NORTH 1.3 MILES TO HOUSE ON LEFT
 QO1448'AND GATE ON RIGHT.  TURN RIGHT THROUGH GATE AND GO 100 YARDS
 QO1448'ALONG EAST-WEST FENCE LINE TO STATION.
 QO1448'
 QO1448'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION IN FENCE LINE
 QO1448'BETWEEN CULTIVATED FIELD AND PASTURE, 75 FEET SOUTH OF THE
 QO1448'NORTHEAST CORNER OF THE FIELD, AND PROJECTS 9 INCHES.
 QO1448'
 QO1448'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 2 FEET SOUTH OF
 QO1448'EAST-WEST FENCE LINE, AND PROJECTS 10 INCHES.
 QO1448'
 QO1448'AZIMUTH MARK IS SOUTH-SOUTHWEST OF THE STATION ON THE EAST EDGE
 QO1448'OF THE RIGHT-OF-WAY OF NORTH-SOUTH ROAD, 12 FEET EAST OF THE
 QO1448'CENTER OF THE ROAD, AND PROJECTS 10 INCHES.
 QO1448'
 QO1448'A LIGHT 87 FEET ABOVE STATION EVASKA IS VISIBLE FROM THE GROUND.
 QO1448'
 QO1448'A LIGHT 74 FEET ABOVE STATION DAVIS IS VISIBLE FROM THE GROUND.
 QO1448'
 QO1448'A LIGHT 87 FEET ABOVE STATION BENDICKSON COMES INTO VIEW 44
 QO1448'FEET ABOVE THE GROUND.
 QO1448
 QO1448                          STATION RECOVERY (1959)
 QO1448
 QO1448'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 QO1448'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 QO1448'IN GOOD CONDITION EXCEPT THE AZIMUTH MARK WHICH HAS PROBABLY BEEN
 QO1448'DESTROYED BY ROAD WORK.  A NEW AZIMUTH MARK WAS ESTABLISHED,
 QO1448'BOTH REFERENCE MARKS WERE MOVED AND THE STATION MARK WAS
 QO1448'LOWERED 18 INCHES BELOW GROUND LEVEL.  A COMPLETE DESCRIPTION
 QO1448'FOLLOWS.
 QO1448'
 QO1448'STATION IS LOCATED ABOUT 11 MILES SOUTH-SOUTHWEST OF ALMENA,
 QO1448'11 MILES SOUTH-SOUTHEAST OF TURTLE LAKE, 10 MILES EAST OF
 QO1448'CLEAR LAKE, AND ABOUT 4 MILES NORTHWEST OF PRAIRIE FARM IN
 QO1448'THE SOUTHWEST QUARTER OF SEC. 11, T. 32 N., R. 14 W. ON LAND
 QO1448'OWNED AND FARMED BY MR. CLEMENT FALL WHO LIVES ABOUT 3/4 MILE
 QO1448'NORTHEAST.  THIS LAND WAS FORMERLY OWNED BY ODIN LARSON.  THIS
 QO1448'MARK IS 398 FEET EAST OF THE CENTER OF GRADED ROAD AND 356 FEET
 QO1448'EAST OF SOUTH GATE POST IN A NORTH-SOUTH FENCELINE.  THE MARK
 QO1448'IS 18 INCHES BELOW THE SURFACE OF A CULTIVATED FIELD AND THE
 QO1448'DISK IS STAMPED LARSON 1934.
 QO1448'
 QO1448'TO REACH THE STATION FROM TURTLE LAKE POST OFFICE, GO SOUTH ON
 QO1448'COUNTY ROAD K FOR 7.8 MILES TO JUNCTION WITH COUNTY ROAD D.
 QO1448'TURN LEFT AND GO EAST ON COUNTY ROAD D FOR 2.0 MILES TO A
 QO1448'GRAVEL ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON GRAVEL ROAD FOR
 QO1448'2.7 MILES TO A GATE ON THE LEFT AND THE STATION AS DESCRIBED.
 QO1448'
 QO1448'REFERENCE MARK NO. 3 IS 462.10 FEET SOUTHWEST OF THE STATION,
 QO1448'33 FEET EAST OF THE CENTER OF GRADED ROAD, AND 1.5 FEET EAST
 QO1448'OF A FENCE.  THE MARK PROJECTS 10 INCHES AND THE DISK IS
 QO1448'STAMPED LARSON NO 3 1934.
 QO1448'
 QO1448'REFERENCE MARK NO. 4 IS 355.85 FEET WEST OF THE STATION, 66 FEET
 QO1448'EAST OF A POWER POLE, 33 FEET EAST OF THE CENTER OF A GRAVEL
 QO1448'ROAD, 15 FEET SOUTH OF THE SOUTH STEEL GATE POST, AND 2 FEET
 QO1448'NORTH OF A NEW WITNESS SIGN POST IN THE FENCELINE.  THE MARK
 QO1448'PROJECTS 10 INCHES AND THE DISK IS STAMPED LARSON NO 4 1934.
 QO1448'
 QO1448'THE DISTANCE BETWEEN REFERENCE MARKS IS 304.20 FEET.
 QO1448'
 QO1448'AZIMUTH MARK (RESET) IS 0.25 MILE SOUTH OF THE STATION, 103
 QO1448'FEET EAST OF A POWER POLE, 75 FEET EAST OF THE CENTER OF
 QO1448'GRADED ROAD, 32 FEET EAST OF A SOUTHWEST FENCE AND GATE POST,
 QO1448'AND 1 FOOT NORTH OF FENCE.  THE MARK IS FLUSH WITH THE SURFACE
 QO1448'OF THE GROUND AND THE DISK IS STAMPED LARSON 1934 RESET 1959.
 QO1448'
 QO1448'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON GRAVEL
 QO1448'ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.
 QO1448'
 QO1448'THIS IS SAME AS CHURCH, SPIRE LISTED IN ORIGINAL DESCRIPTION.
 QO1448'THE TURTLE LAKE, MUNICIPAL TANK IS NO LONGER V.G. FROM THIS
 QO1448'STATION.
 QO1448
 QO1448                          STATION RECOVERY (1973)
 QO1448
 QO1448'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JDS)
 QO1448'STATION AND ALL SURFACE MARKS FOUND IN GOOD CONDITION.
 QO1448'
 QO1448'DESCRIPTION ADEQUATE.
 QO1448'
 QO1448'DISTANCES AND DIRECTIONS CHECKED OK.
 QO1448
 QO1448                          STATION RECOVERY (1976)
 QO1448
 QO1448'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976 (DLS)
 QO1448'LARSON SURFACE MARK NOT FOUND.
 QO1448'
 QO1448'R.M. 1 NOT FOUND
 QO1448'
 QO1448'R.M. 2 NOT FOUND
 QO1448'
 QO1448'NOTE R.M. 4 WAS FOUND AND IN GOOD CONDITION
 QO1448'
 QO1448'R.M. 3 WAS NOT SEARCHED FOR
 QO1448'
 QO1448'AZ. MARK WAS NOT SEARCHED FOR
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1265 ***********************************************************************
 NH1265  DESIGNATION -  LAVAN
 NH1265  PID         -  NH1265
 NH1265  STATE/COUNTY-  WI/WALWORTH
 NH1265  USGS QUAD   -  DELAVAN (1986)
 NH1265
 NH1265                         *CURRENT SURVEY CONTROL
 NH1265  ___________________________________________________________________
 NH1265* NAD 83(1991)-  42 37 40.28440(N)    088 37 55.38879(W)     ADJUSTED  
 NH1265* NAVD 88     -       286.49   (+/-2cm)     939.9    (feet)  VERTCON   
 NH1265  ___________________________________________________________________
 NH1265  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 NH1265  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 NH1265
 NH1265  HORZ ORDER  -  THIRD
 NH1265  VERT ORDER  -  THIRD ? (See Below)
 NH1265
 NH1265.The horizontal coordinates were established by classical geodetic methods
 NH1265.and adjusted by the National Geodetic Survey in November 1991..
 NH1265
 NH1265.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1265.The vertical order pertains to the NGVD 29 superseded value.
 NH1265
 NH1265.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1265
 NH1265.The geoid height was determined by GEOID03.
 NH1265
 NH1265;                    North         East     Units Scale Factor Converg.
 NH1265;SPC WI S     -    70,670.446   712,212.109   MT  1.00002294   +0 56 23.7
 NH1265;SPC WI S     -   231,857.95  2,336,649.23   sFT  1.00002294   +0 56 23.7
 NH1265;UTM  16      - 4,720,781.274   366,172.576   MT  0.99982035   -1 06 19.6
 NH1265
 NH1265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1265!SPC WI S     -   0.99996038  x   1.00002294  =   0.99998332
 NH1265!UTM  16      -   0.99996038  x   0.99982035  =   0.99978074
 NH1265
 NH1265|---------------------------------------------------------------------|
 NH1265| PID    Reference Object                     Distance      Geod. Az  |
 NH1265|                                                           dddmmss.s |
 NH1265| CJ7933 LAVAN RM 1                           26.953 METERS 01025     |
 NH1265| CJ7905 CALEDONIA PP 2                       40.234 METERS 01526     |
 NH1265| CJ7934 LAVAN RM 2                           27.617 METERS 14114     |
 NH1265| CJ7904 CALEDONIA PP 1                       34.747 METERS 19424     |
 NH1265| CJ7932 LAVAN AZ MK                                        3595839.0 |
 NH1265|---------------------------------------------------------------------|
 NH1265
 NH1265                          SUPERSEDED SURVEY CONTROL
 NH1265
 NH1265  NAD 83(1986)-  42 37 40.28075(N)    088 37 55.39426(W) AD(       ) 3
 NH1265  NAD 27      -  42 37 40.22600(N)    088 37 55.02690(W) AD(       ) 3
 NH1265  NGVD 29 (07/19/86)  286.55   (m)          940.1    (f) LEVELING    3  
 NH1265
 NH1265.Superseded values are not recommended for survey control.
 NH1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1265.See file dsdata.txt to determine how the superseded data were derived.
 NH1265
 NH1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6617320781(NAD 83)
 NH1265_MARKER: DS = TRIANGULATION STATION DISK
 NH1265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1265
 NH1265  HISTORY     - Date     Condition        Report By
 NH1265  HISTORY     - 1957     MONUMENTED       CGS
 NH1265
 NH1265                          STATION DESCRIPTION
 NH1265
 NH1265'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1265'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF DELAVAN
 NH1265'AND IN THE SOUTHWEST CORNER OF THE DELAVAN ELEMENTARY SCHOOLYARD.
 NH1265'IT IS 138 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL
 NH1265'BUILDING, 37 FEET EAST OF A FENCE, 108 FEET NORTH OF THE
 NH1265'CENTERLINE OF STATE HIGHWAY 50 AND 21 FEET SOUTH OF THE
 NH1265'SOUTH END OF A PAVED STREET.  THE MONUMENT IS FLUSH AND THE
 NH1265'DISK IS STAMPED LAVAN 1957.
 NH1265'
 NH1265'REFERENCE MARK 1 IS 15 FEET NORTHEAST OF THE CENTERLINE OF
 NH1265'A CIRCULAR DRIVE, 64 FEET SOUTHEAST OF A POWER LINE POLE,
 NH1265'90 FEET WEST OF THE SOUTHWEST CORNER OF THE SCHOOL BUILDING
 NH1265'AND 53 FEET EAST OF A FENCE.  THE MONUMENT IS FLUSH AND
 NH1265'THE DISK IS STAMPED LAVAN NO 1 1957.
 NH1265'
 NH1265'REFERENCE MARK 2 IS 38 FEET NORTH OF THE CENTERLINE OF HIGHWAY
 NH1265'50, 91 FEET EAST OF A POWER LINE POLE AND 93 FEET EAST OF A
 NH1265'FENCE CORNER.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 NH1265'LAVAN NO 2 1957.
 NH1265'
 NH1265'THE AZIMUTH MARK IS 31 FEET NORTH OF THE NORTH END OF A SIDEWALK,
 NH1265'51 FEET NORTHEAST OF THE POWER LINE POLE, 25 FEET NORTHWEST
 NH1265'OF THE WHITE WITNESS POST AND 31 FEET NORTHEAST OF THE CENTER
 NH1265'OF THE INTERSECTION OF EDWARDS STREET AND A PAVED STREET
 NH1265'SOUTH.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED LAVAN
 NH1265'1957.
 NH1265'
 NH1265'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 NH1265'PAVED STREET FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 NH1265'
 NH1265'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0905 ***********************************************************************
 PN0905  DESIGNATION -  LAWRENCE
 PN0905  PID         -  PN0905
 PN0905  STATE/COUNTY-  WI/BROWN
 PN0905  USGS QUAD   -  ONEIDA SOUTH (1992)
 PN0905
 PN0905                         *CURRENT SURVEY CONTROL
 PN0905  ___________________________________________________________________
 PN0905* NAD 83(1991)-  44 25 00.47254(N)    088 07 56.97800(W)     ADJUSTED  
 PN0905* NAVD 88     -       204.     (meters)     669.     (feet)  SCALED    
 PN0905  ___________________________________________________________________
 PN0905  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 PN0905  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PN0905
 PN0905  HORZ ORDER  -  THIRD
 PN0905
 PN0905.The horizontal coordinates were established by classical geodetic methods
 PN0905.and adjusted by the National Geodetic Survey in November 1991..
 PN0905
 PN0905.The orthometric height was scaled from a topographic map.
 PN0905
 PN0905.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0905
 PN0905.The geoid height was determined by GEOID03.
 PN0905
 PN0905;                    North         East     Units Scale Factor Converg.
 PN0905;SPC WI C     -    66,543.576   748,715.827   MT  0.99997265   +1 19 03.6
 PN0905;SPC WI C     -   218,318.38  2,456,411.84   sFT  0.99997265   +1 19 03.6
 PN0905;UTM  16      - 4,918,791.011   409,841.213   MT  0.99969996   -0 47 33.6
 PN0905
 PN0905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0905!SPC WI C     -   0.99997369  x   0.99997265  =   0.99994634
 PN0905!UTM  16      -   0.99997369  x   0.99969996  =   0.99967366
 PN0905
 PN0905|---------------------------------------------------------------------|
 PN0905| PID    Reference Object                     Distance      Geod. Az  |
 PN0905|                                                           dddmmss.s |
 PN0905| CJ5234 LAWRENCE RM 1                         9.144 METERS 04215     |
 PN0905| PM0504 GREEN BAY RADIO WJPG FM MAST        APPROX.11.6 KM 0900937.1 |
 PN0905| PN0897 GREEN BAY TV STA WBAY MAST          APPROX.10.5 KM 0941548.0 |
 PN0905| CJ5233 LAWRENCE AZ MK                                     1195355.8 |
 PN0905| PN0906 LAWRENCE 2                           63.009 METERS 17603     |
 PN0905| CJ5235 LAWRENCE RM 2                         8.693 METERS 21348     |
 PN0905|---------------------------------------------------------------------|
 PN0905
 PN0905                          SUPERSEDED SURVEY CONTROL
 PN0905
 PN0905  NAD 83(1986)-  44 25 00.46584(N)    088 07 56.96628(W) AD(       ) 3
 PN0905  NAD 27      -  44 25 00.50000(N)    088 07 56.59300(W) AD(       ) 3
 PN0905
 PN0905.Superseded values are not recommended for survey control.
 PN0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0905.See file dsdata.txt to determine how the superseded data were derived.
 PN0905
 PN0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0984118791(NAD 83)
 PN0905_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PN0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0905
 PN0905  HISTORY     - Date     Condition        Report By
 PN0905  HISTORY     - 1953     MONUMENTED       CGS
 PN0905  HISTORY     - 1962     SEE DESCRIPTION  CGS
 PN0905  HISTORY     - 1963     SEE DESCRIPTION  USGS
 PN0905  HISTORY     - 20031212 MARK NOT FOUND   USPSQD
 PN0905
 PN0905                          STATION DESCRIPTION
 PN0905
 PN0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PN0905'STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF DE PERE ALONG
 PN0905'U.S. HIGHWAY 41.  IT IS 145 FEET WEST OF THE NORTHWEST CORNER
 PN0905'OF A SCHOOL HOUSE, 90 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 PN0905'41, 71 FEET SOUTH OF A PAVED ROAD, 46 FEET SOUTH OF A POWER
 PN0905'LINE POLE, 6 FEET NORTH OF A WHITE WITNESS POST AND 3 FEET
 PN0905'WEST OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 PN0905'STAMPED LAWRENCE 1953.
 PN0905'
 PN0905'REFERENCE MARK NO. 1 IS 92 FEET EAST OF THE CENTER OF HIGHWAY
 PN0905'41, 41 FEET SOUTH OF A PAVED ROAD, 6 FEET SOUTH OF A POWER
 PN0905'LINE POLE AND 1 FOOT WEST OF A FENCE LINE.  THE MARK IS FLUSH
 PN0905'AND THE DISK IS STAMPED LAWRENCE NO 1 1953.
 PN0905'
 PN0905'REFERENCE MARK NO. 2 IS 92 FEET EAST OF THE CENTER OF U.S.
 PN0905'HIGHWAY 41, 23 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT
 PN0905'WEST OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 PN0905'STAMPED LAWRENCE NO 2 1953.
 PN0905'
 PN0905'AZIMUTH MARK IS 22 FEET NORTH OF A PAVED ROAD, 2 FEET NORTHWEST
 PN0905'OF A WHITE WITNESS POST AND 2 FEET WEST OF A TELEPHONE POLE
 PN0905'IN A FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 PN0905'STAMPED LAWRENCE 1953.
 PN0905'
 PN0905'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41
 PN0905'AND STATE HIGHWAY 32W IN DE PERE, GO WEST AND SOUTH ON HIGHWAY
 PN0905'41 FOR 4.25 MILES TO A PAVED SIDE LEFT AND THE STATION ON
 PN0905'THE LEFT AS DESCRIBED.
 PN0905'
 PN0905'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 PN0905'PAVED ROAD FOR 0.15 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 PN0905'
 PN0905'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PN0905
 PN0905                          STATION RECOVERY (1962)
 PN0905
 PN0905'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 PN0905'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 PN0905'IN GOOD CONDITION.  ROAD CONSTRUCTION WORK ALONG U.S. HIGHWAY
 PN0905'41 WILL DESTROY THE STATION AND REFERENCE MARKS.  THESE MARKS
 PN0905'WERE DESTROYED AFTER STATION LAWRENCE 2 AND REFERENCE MARKS
 PN0905'3 AND 4 WERE ESTABLISHED.  FOR DETAILS, SEE THE DESCRIPTION
 PN0905'OF LAWRENCE 2 1962.
 PN0905
 PN0905                          STATION RECOVERY (1963)
 PN0905
 PN0905'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 PN0905'ALL MARKS, EXCEPT THE AZIMUTH MARK, WERE DESTROYED BY CONSTRUCTION
 PN0905'OF NEW SUPER HIGHWAY U.S. HWY 41 AND INTERSTATE.
 PN0905
 PN0905                          STATION RECOVERY (2003)
 PN0905
 PN0905'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0905'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0499 ***********************************************************************
 QN0499  DESIGNATION -  LAWRENCE
 QN0499  PID         -  QN0499
 QN0499  STATE/COUNTY-  WI/RUSK
 QN0499  USGS QUAD   -  SHELDON NE (1971)
 QN0499
 QN0499                         *CURRENT SURVEY CONTROL
 QN0499  ___________________________________________________________________
 QN0499* NAD 83(1991)-  45 27 53.15614(N)    090 51 43.29797(W)     ADJUSTED  
 QN0499* NAVD 88     -       389.     (meters)    1276.     (feet)  SCALED    
 QN0499  ___________________________________________________________________
 QN0499  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 QN0499  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 QN0499
 QN0499  HORZ ORDER  -  FIRST
 QN0499
 QN0499.The horizontal coordinates were established by classical geodetic methods
 QN0499.and adjusted by the National Geodetic Survey in November 1991..
 QN0499
 QN0499.The orthometric height was scaled from a topographic map.
 QN0499
 QN0499.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0499
 QN0499.The geoid height was determined by GEOID03.
 QN0499
 QN0499;                    North         East     Units Scale Factor Converg.
 QN0499;SPC WI C     -   181,647.354   532,585.318   MT  0.99999348   -0 36 29.6
 QN0499;SPC WI C     -   595,954.69  1,747,323.66   sFT  0.99999348   -0 36 29.6
 QN0499;UTM  15      - 5,036,805.391   667,136.549   MT  0.99994346   +1 31 27.6
 QN0499
 QN0499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0499!SPC WI C     -   0.99994376  x   0.99999348  =   0.99993724
 QN0499!UTM  15      -   0.99994376  x   0.99994346  =   0.99988722
 QN0499
 QN0499|---------------------------------------------------------------------|
 QN0499| PID    Reference Object                     Distance      Geod. Az  |
 QN0499|                                                           dddmmss.s |
 QN0499| CJ5232 LAWRENCE RM 1                        26.338 METERS 14643     |
 QN0499| QN0498 LAWRENCE TOWER L                     19.733 METERS 25139     |
 QN0499| QN0549 LADYSMITH MUNICIPAL TANK            APPROX.18.7 KM 2701916.2 |
 QN0499| CJ5231 LAWRENCE AZ MK                                     2712147.1 |
 QN0499| QN0516 SCOTT LOOKOUT TOWER                 APPROX.12.6 KM 3082240.6 |
 QN0499|---------------------------------------------------------------------|
 QN0499
 QN0499                          SUPERSEDED SURVEY CONTROL
 QN0499
 QN0499  NAD 83(1986)-  45 27 53.15233(N)    090 51 43.29441(W) AD(       ) 1
 QN0499  NAD 27      -  45 27 53.27300(N)    090 51 42.78300(W) AD(       ) 1
 QN0499
 QN0499.Superseded values are not recommended for survey control.
 QN0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0499.See file dsdata.txt to determine how the superseded data were derived.
 QN0499
 QN0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL6713736805(NAD 83)
 QN0499_MARKER: DS = TRIANGULATION STATION DISK
 QN0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0499
 QN0499  HISTORY     - Date     Condition        Report By
 QN0499  HISTORY     - 1952     MONUMENTED       CGS
 QN0499  HISTORY     - 20051207 MARK NOT FOUND   WIDT
 QN0499
 QN0499                          STATION DESCRIPTION
 QN0499
 QN0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QN0499'THE STATION IS LOCATED ABOUT 11 MILES EAST OF LADYSMITH, 2.5
 QN0499'MILES SOUTHEAST OF GLEN FLORA AND AT THE LAWRENCE LOOKOUT
 QN0499'TOWER.
 QN0499'
 QN0499'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY B AND
 QN0499'U.S. HIGHWAY 8 IN GLEN FLORA, GO SOUTH ON COUNTY HIGHWAY B FOR
 QN0499'2.3 MILES TO A CROSSROADS, TURN LEFT, EAST FOR 0.8 MILE TO THE
 QN0499'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE STRAIGHT
 QN0499'AHEAD FOR 0.7 MILE TO THE LAWRENCE LOOKOUT TOWER AND STATION
 QN0499'ON THE RIGHT AS DESCRIBED.
 QN0499'
 QN0499'THE STATION MARK IS STAMPED LAWRENCE 1952.  IT IS A STANDARD
 QN0499'DISK SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH.
 QN0499'IT IS 67 FEET SOUTH OF CENTERLINE OF A GRAVEL ROAD AND 4 FEET
 QN0499'SOUTHWEST OF A WITNESS POST.
 QN0499'
 QN0499'REFERENCE MARK NO. 1 IS STAMPED LAWRENCE NO 1 1952.  IT IS
 QN0499'A STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS
 QN0499'1 INCH.
 QN0499'
 QN0499'A U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED LAWRENCE TOWER
 QN0499'L 1941 WAS USED FOR THE SECOND REFERENCE MARK.  IT IS SET IN
 QN0499'A 6 X 6 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
 QN0499'IT IS SET DIRECTLY UNDER THE CENTER OF THE LAWRENCE LOOKOUT
 QN0499'TOWER AND IS 87 FEET SOUTH OF CENTERLINE OF A GRAVEL ROAD.
 QN0499'
 QN0499'THE AZIMUTH MARK IS STAMPED LAWRENCE 1952.  IT IS A STANDARD
 QN0499'DISK SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH.
 QN0499'IT IS 29 FEET SOUTH OF CENTERLINE OF A GRAVEL ROAD, 13 FEET
 QN0499'EAST OF CENTERLINE OF A DRIVEWAY, 4 FEET NORTH OF A TELEPHONE
 QN0499'POLE AND 2 FEET SOUTH OF A WITNESS POST.
 QN0499'
 QN0499'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 QN0499
 QN0499                          STATION RECOVERY (2005)
 QN0499
 QN0499'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 QN0499'THE STATION, RM 1, AND AZIMUTH MARK WERE NOT FOUND.  WITNESS POSTS
 QN0499'WERE NOT FOUND AND WITHOUT WITNESS POSTS, THE DESCRIPTION IS
 QN0499'INADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0906 ***********************************************************************
 PN0906  DESIGNATION -  LAWRENCE 2
 PN0906  PID         -  PN0906
 PN0906  STATE/COUNTY-  WI/BROWN
 PN0906  USGS QUAD   -  ONEIDA SOUTH (1992)
 PN0906
 PN0906                         *CURRENT SURVEY CONTROL
 PN0906  ___________________________________________________________________
 PN0906* NAD 83(1991)-  44 24 58.43606(N)    088 07 56.78172(W)     ADJUSTED  
 PN0906* NAVD 88     -       204.     (meters)     669.     (feet)  SCALED    
 PN0906  ___________________________________________________________________
 PN0906  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 PN0906  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PN0906
 PN0906  HORZ ORDER  -  THIRD
 PN0906
 PN0906.The horizontal coordinates were established by classical geodetic methods
 PN0906.and adjusted by the National Geodetic Survey in November 1991..
 PN0906.No horizontal observational check was made to the station.
 PN0906
 PN0906.The orthometric height was scaled from a topographic map.
 PN0906
 PN0906.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0906
 PN0906.The geoid height was determined by GEOID03.
 PN0906
 PN0906;                    North         East     Units Scale Factor Converg.
 PN0906;SPC WI C     -    66,480.835   748,721.614   MT  0.99997273   +1 19 03.7
 PN0906;SPC WI C     -   218,112.54  2,456,430.83   sFT  0.99997273   +1 19 03.7
 PN0906;UTM  16      - 4,918,728.117   409,844.684   MT  0.99969996   -0 47 33.4
 PN0906
 PN0906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0906!SPC WI C     -   0.99997369  x   0.99997273  =   0.99994642
 PN0906!UTM  16      -   0.99997369  x   0.99969996  =   0.99967366
 PN0906
 PN0906|---------------------------------------------------------------------|
 PN0906| PID    Reference Object                     Distance      Geod. Az  |
 PN0906|                                                           dddmmss.s |
 PN0906| CJ5236 LAWRENCE 2 RM 3                      34.272 METERS 04359     |
 PN0906| PN0897 GREEN BAY TV STA WBAY MAST          APPROX.10.5 KM 0935518.1 |
 PN0906| CJ5233 LAWRENCE AZ MK                                     1041828.0 |
 PN0906| CJ5237 LAWRENCE 2 RM 4                      41.431 METERS 13015     |
 PN0906| PN0905 LAWRENCE                             63.009 METERS 35603     |
 PN0906|---------------------------------------------------------------------|
 PN0906
 PN0906                          SUPERSEDED SURVEY CONTROL
 PN0906
 PN0906  NAD 83(1986)-  44 24 58.42938(N)    088 07 56.77002(W) AD(       ) 3
 PN0906  NAD 27      -  44 24 58.46300(N)    088 07 56.39700(W) AD(       ) 3
 PN0906
 PN0906.Superseded values are not recommended for survey control.
 PN0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0906.See file dsdata.txt to determine how the superseded data were derived.
 PN0906
 PN0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0984518728(NAD 83)
 PN0906_MARKER: DS = TRIANGULATION STATION DISK
 PN0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0906_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PN0906_STAMPING: LAWRENCE 2 1962
 PN0906_MARK LOGO: CGS   
 PN0906_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0906+STABILITY: SURFACE MOTION
 PN0906
 PN0906  HISTORY     - Date     Condition        Report By
 PN0906  HISTORY     - 1962     MONUMENTED       CGS
 PN0906  HISTORY     - 1979     GOOD             NGS
 PN0906  HISTORY     - 1980     GOOD             NGS
 PN0906  HISTORY     - 19850101 GOOD             NGS
 PN0906  HISTORY     - 20031212 MARK NOT FOUND   USPSQD
 PN0906  HISTORY     - 20050809 MARK NOT FOUND   WIDT
 PN0906
 PN0906                          STATION DESCRIPTION
 PN0906
 PN0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CJB)
 PN0906'STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF DE PERE ALONG
 PN0906'THE SOUTHEAST RIGHT-OF-WAY OF U.S. HIGHWAY 41 IN THE TOWNSHIP
 PN0906'OF LAWRENCE, 112 FEET SOUTHWEST OF THE WEST CORNER OF BRICK
 PN0906'SCHOOLHOUSE FOR THE TOWN OF LAWRENCE, 135 FEET WEST-SOUTHWEST
 PN0906'OF THE EAST CORNER OF THE SAME SCHOOLHOUSE, 222 FEET SOUTHEAST
 PN0906'OF THE CENTER OF OLD U.S. HIGHWAY 41 WHICH WILL BE THE WEST
 PN0906'LANE OF THE NEW DOUBLE-LANE TRAFFICWAY, 121 FEET NORTHWEST
 PN0906'OF THE CENTER OF A TRACK ROAD WHICH LEADS SOUTHWEST TO THE
 PN0906'LAWRENCE TOWN HALL, 72 FEET WEST-SOUTHWEST OF A 10-INCH MAPLE
 PN0906'TREE, AND 1 FOOT NORTHEAST OF A STEEL WITNESS POST.  THE
 PN0906'MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 PN0906'IS STAMPED LAWRENCE 2 1962.
 PN0906'
 PN0906'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41
 PN0906'AND STATE HIGHWAY 32 W IN DE PERE, GO WEST AND SOUTH ON
 PN0906'U.S. HIGHWAY 41 (DOUBLE-LANE) FOR 4.25 MILES TO A PAVED
 PN0906'ROAD LEFT, A BRICK SCHOOLHOUSE, AND THE STATION ON THE LEFT
 PN0906'AS DESCRIBED.
 PN0906'
 PN0906'REFERENCE MARK NO. 3 IS 112.44 FEET NORTHEAST OF THE STATION,
 PN0906'AND 1 FOOT WEST OF THE WEST CORNER OF BRICK SCHOOLHOUSE.  THE MARK
 PN0906'IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 PN0906'STAMPED LAWRENCE 2 NO 3 1962.
 PN0906'
 PN0906'REFERENCE MARK NO. 4 IS 135.93 FEET SOUTHEAST OF THE STATION,
 PN0906'15 FEET SOUTHEAST OF THE CENTER OF TRACK ROAD, AND 3 FEET
 PN0906'NORTHEAST OF A POWER POLE.  THE MARK PROJECTS 6 INCHES AND
 PN0906'THE DISK IS STAMPED LAWRENCE 2 NO 4 1962.
 PN0906'
 PN0906'AZIMUTH MARK IS 0.15 MILE EAST-SOUTHEAST OF THE STATION,
 PN0906'22 FEET NORTHEAST OF THE CENTER OF A GRADED ROAD, AND 2
 PN0906'FEET NORTHWEST OF A TELEPHONE POLE IN A FENCELINE.  THE
 PN0906'MARK IS FLUSH WITH THE GROUND LEVEL AND THE DISK IS STAMPED
 PN0906'LAWRENCE 1953.
 PN0906'
 PN0906'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST
 PN0906'ON A MACADAM ROAD WHICH RUNS ALONG THE NORTHEAST SIDE OF
 PN0906'THE SCHOOLHOUSE FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.
 PN0906'
 PN0906'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PN0906
 PN0906                          STATION RECOVERY (1979)
 PN0906
 PN0906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHD)
 PN0906'STATION AND R.M. NO. 4 RECOVERED IN GOOD CONDITION ESSENTIALLY AS
 PN0906'DESCRIBED.  R.M. NO. 3 WAS SEARCHED FOR BUT NOT FOUND, ANGLE AND
 PN0906'DISTANCE MEASUREMENTS INDICATE THAT MARK NO LONGER EXISTS.  AZIMUTH
 PN0906'MARK BLOCKED BY BUILDING AND THEREFORE NOT SEARCHED FOR.
 PN0906'
 PN0906'NOTE FOLLOWING CHANGES TO DESCRIPTION--
 PN0906'
 PN0906'SCHOOLHOUSE MENTIONED IN DESCRIPTION HAS BEEN DESTROYED WITH ONLY
 PN0906'THE FOUNDATION REMAINING.
 PN0906'
 PN0906'TRACK ROAD MENTIONED LEADING TO LAWRENCE TOWN HALL (TOWN HALL
 PN0906'BUILDING STILL EXISTS IN POOR CONDITION) NOW PARALLELS FRONT OF
 PN0906'TRUDELL TRAILER SALES BUILDING.  STATION MARK IS 1 FOOT
 PN0906'SOUTHWEST OF 4 INCH SQUARE WOODEN WITNESS POST.
 PN0906'
 PN0906'TO REACH ADEQUATE FOR RECOVERY.  PAVED ROAD LEFT IS NOW CALLED
 PN0906'CREAMERY ROAD.
 PN0906
 PN0906                          STATION RECOVERY (1980)
 PN0906
 PN0906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RM)
 PN0906'THE STATION WAS RECOVERED AS DESCRIBED EXCEPT THAT THE SCHOOLHOUSE
 PN0906'HAS BEEN REMOVED, BUT THE CONCRETE FOUNDATIONS REMAIN, AND THE
 PN0906'LAWRENCE TOWN HALL IS NOW A STORAGE BUILDING FOR A GREAT DANE
 PN0906'TRAILER DEALERSHIP LOCATED JUST EAST OF THE SCHOOLHOUSE AREA.
 PN0906'
 PN0906'RMS 3 AND 4 WERE SEARCHED FOR BUT NOT FOUND.  THE AZIMUTH MARK WAS
 PN0906'NOT SEARCHED FOR.
 PN0906'
 PN0906'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SE OF
 PN0906'DE PERE.
 PN0906
 PN0906                          STATION RECOVERY (1985)
 PN0906
 PN0906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (ERP)
 PN0906'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK 4
 PN0906'WAS RECOVERED WITH THE CAP MISSING.  A HOLE WAS FOUND WHERE REFERENCE
 PN0906'MARK 3 WAS TO BE.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT
 PN0906'RECOVERED.  A NEW REFERENCE MARK 5 AND 6 WAS SET AT THIS TIME.  BROWN
 PN0906'COUNTY MONUMENT, CORNER CLOSING 31-36, WAS USED AS THE NEW AZIMUTH
 PN0906'MARK FOR THIS STATION.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.  THE
 PN0906'STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) SOUTHWEST OF DEPERE ALONG THE
 PN0906'SOUTHEAST RIGHT-OF-WAY OF US HIGHWAY 41, ON THE TOWNSHIP OF LAWRENCE
 PN0906'AND IN FRONT OF THE GREAT DANE TRAILER COMPANY, TRUDELL TRAILER SALES.
 PN0906'OWNERSHIP- HIGHWAY RIGHT-OF-WAY.  TO REACH THE STATION FROM THE
 PN0906'OVERPASS OF US HIGHWAY 41 AND COUNTY ROUTE G ON THE WEST SIDE OF
 PN0906'DEPERE, GO SOUTH ON HIGHWAY 41 FOR 3.25 MI (5.23 KM) TO A CROSSOVER
 PN0906'AND A SIDEROAD LEFT, CREAMERY ROAD.  TURN LEFT AND GO EAST ON CREAMERY
 PN0906'ROAD FOR 0.05 MI (0.08 KM) TO THE ENTRANCE TO TRUDELL TRAILER SALES.
 PN0906'TURN RIGHT AND GO SOUTH TO ENTRANCE ROAD FOR 0.05 MI (0.08 KM) TO
 PN0906'STATION ON RIGHT AS DESCRIBED.
 PN0906' 
 PN0906'THE STATION IS A STANDARD NGS DISK STAMPED--LAWRENCE 2 1962--, SET
 PN0906'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 36 CM (12 INCHES) IN
 PN0906'DIAMETER, FLUSH WITH GROUND. LOCATED 31.394 M (102.998 FT) NW FROM THE
 PN0906'WEST EDGE OF PARKING AREA, 26.518 M (87.001 FT) N FROM A UTILITY POLE
 PN0906'AND R/W POST, 21.641 M (71.001 FT) W FROM A 22 INCH MAPLE TREE, 17.983
 PN0906'M (58.999 FT) SW FROM A 16 INCH MAPLE TREE, 17.526 M (57.500 FT) SE
 PN0906'FROM THE CENTERLINE OF HIGHWAY 41 NORTH AND 1.524 M (5.000 FT) SW FROM
 PN0906'A 4X4 INCH WHITE WOODEN WITNESS POST WITH A METAL SIGN ATTACHED.
 PN0906'REFERENCE MARK NO 5 IS A STANDARD NGS DISK STAMPED--LAWRENCE 2 1962 NO
 PN0906'5 1985--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (10 IN)
 PN0906'IN DIAMETER, FLUSH WITH GROUND.  LOCATED 25.603 M (83.999 FT) NW FROM
 PN0906'THE EDGE OF PARKING AREA, 22.433 M (73.599 FT) N FROM THE UTILITY
 PN0906'POLE, 16.459 M (53.999 FT) W FROM THE 22 INCH MAPLE TREE, 5.639 M
 PN0906'(18.501 FT) SE FROM THE WITNESS POST AND LOWER THAN THE STATION.
 PN0906'REFERENCE MARK NO 6 IS A STANDARD NGS DISK STAMPED--LAWRENCE 2 1962 NO
 PN0906'6 1985--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (10
 PN0906'INCHES) IN DIAMETER, FLUSH WITH GROUND LOCATED 17.069 M (56.001 FT) SE
 PN0906'FROM THE CENTERLINE OF HIGHWAY 41 NORTH, 21.031 M (68.999 FT) WNW FROM
 PN0906'THE 22 INCH MAPLE TREE, 13.411 M (43.999 FT) WSW FROM THE 16 INCH
 PN0906'MAPLE TREE, 4.877 M (16.001 FT) NNE FROM THE WITNESS POST AND LOWER
 PN0906'THAN THE STATION.  AZIMUTH MARK NO 2 IS A STANDARD BROWN COUNTY
 PN0906'CLOSING CORNER DISK STAMPED 31-36 AND SET INTO THE TOP OF A 6 INCH
 PN0906'CONCRETE POST, RECESSED 4 INCHES BELOW THE GROUND SURFACE.  IT IS
 PN0906'LOCATED 8.077 M (26.499 FT) S FROM A UTILITY POLE WITH TRANSFORMER NO
 PN0906'2319-36R5, 20.422 M (67.001 FT) NW FROM THE CENTER OF THE JUNCTION OF
 PN0906'ORANGE LANE AND A DRIVEWAY, 12.954 M (42.500 FT) N FROM THE CENTER OF
 PN0906'THE DRIVEWAY AND 2.743 M (8.999 FT) SW FROM THE CENTER OF ORANGE LANE.
 PN0906'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON US HIGHWAY 41
 PN0906'FOR 0.3 MI (0.5 KM) TO A CROSSOVER AND A SIDEROAD LEFT, ORANGE LANE.
 PN0906'TURN LEFT AND GO WESTERLY FOR 0.15 MI (0.24 KM) TO MARK ON LEFT AS
 PN0906'DESCRIBED.
 PN0906
 PN0906                          STATION RECOVERY (2003)
 PN0906
 PN0906'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0906'NOT FOUND.  ROAD CONSTRUCTION HAS ALTERED THE AREA SO THE DESCRIPTION
 PN0906'IS NO LONGER ADEQUATE.
 PN0906'NEW DIRECTIONS TO REACH THE SITE-- FROM THE JUNCTION OF COUNTY ROAD S
 PN0906'AND HIGHWAY 41, TAKE THE FRONTAGE ROAD ON THE EAST SIDE OF HIGHWAY 41
 PN0906'(FRENCH ROAD) NORTH FOR 0.8 MILE TO LITTLE RAPIDS ROAD.  CONTINUE
 PN0906'NORTH ON FRENCH ROAD FOR 1.7 MILES TO CREAMERY ROAD.  TURN EAST ON
 PN0906'CREAMERY ROAD AND GO 40 FEET TO THE ENTRANCE ROAD TO TRUDELL TRAILER
 PN0906'SALES.
 PN0906
 PN0906                          STATION RECOVERY (2005)
 PN0906
 PN0906'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0906'NOT FOUND.  ADD--BOTH THE RIGHT-OF-WAY POST AND MAPLE TREES HAVE BEEN
 PN0906'REMOVED, AND ROAD CONSTRUCTION HAS ALTERED THE LAYOUT OF THE AREA, AS
 PN0906'PREVIOUSLY DESCRIBED IN 2003 RECOVERY NOTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0498 ***********************************************************************
 QN0498  DESIGNATION -  LAWRENCE TOWER L
 QN0498  PID         -  QN0498
 QN0498  STATE/COUNTY-  WI/RUSK
 QN0498  USGS QUAD   -  SHELDON NE (1971)
 QN0498
 QN0498                         *CURRENT SURVEY CONTROL
 QN0498  ___________________________________________________________________
 QN0498* NAD 83(1991)-  45 27 52.95484(N)    090 51 44.16010(W)     ADJUSTED  
 QN0498* NAVD 88     -       389.     (meters)    1276.     (feet)  SCALED    
 QN0498  ___________________________________________________________________
 QN0498  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 QN0498  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 QN0498
 QN0498  HORZ ORDER  -  THIRD
 QN0498
 QN0498.The horizontal coordinates were established by classical geodetic methods
 QN0498.and adjusted by the National Geodetic Survey in November 1991..
 QN0498
 QN0498.The orthometric height was scaled from a topographic map.
 QN0498
 QN0498.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0498
 QN0498.The geoid height was determined by GEOID03.
 QN0498
 QN0498;                    North         East     Units Scale Factor Converg.
 QN0498;SPC WI C     -   181,641.338   532,566.524   MT  0.99999347   -0 36 30.2
 QN0498;SPC WI C     -   595,934.96  1,747,262.00   sFT  0.99999347   -0 36 30.2
 QN0498;UTM  15      - 5,036,798.681   667,117.993   MT  0.99994339   +1 31 27.0
 QN0498
 QN0498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0498!SPC WI C     -   0.99994376  x   0.99999347  =   0.99993723
 QN0498!UTM  15      -   0.99994376  x   0.99994339  =   0.99988715
 QN0498
 QN0498                          SUPERSEDED SURVEY CONTROL
 QN0498
 QN0498  NAD 83(1986)-  45 27 52.95103(N)    090 51 44.15653(W) AD(       ) 4
 QN0498  NAD 27      -  45 27 53.07200(N)    090 51 43.64500(W) AD(       ) 3
 QN0498
 QN0498.Superseded values are not recommended for survey control.
 QN0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0498.See file dsdata.txt to determine how the superseded data were derived.
 QN0498
 QN0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL6711836799(NAD 83)
 QN0498_MARKER: DD = SURVEY DISK
 QN0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0498_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QN0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0498+STABILITY: SURFACE MOTION
 QN0498_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QN0498+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2005
 QN0498
 QN0498  HISTORY     - Date     Condition        Report By
 QN0498  HISTORY     - 1941     MONUMENTED       USGS
 QN0498  HISTORY     - 1952     GOOD             USGS
 QN0498  HISTORY     - 20051207 GOOD             WIDT
 QN0498
 QN0498                          STATION DESCRIPTION
 QN0498
 QN0498'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (LFW)
 QN0498'THE STATION IS LOCATED ABOUT 11 MILES EAST OF LADYSMITH AND
 QN0498'2.5 MILES SOUTHEAST OF GLEN FLORA.
 QN0498'
 QN0498'TO REACH THE STAION FROM THE JUNCTION OF COUNTY HIGHWAY B AND
 QN0498'U.S. HIGHWAY 8 IN GLEN FLORA, GO SOUTH ON COUNTY HIGHWAY B
 QN0498'FOR 2.3 MILES TO A CROSSROADS, TURN LEFT, EAST FOR 1.5 MILES TO
 QN0498'THE STATION ON THE RIGHT AS DESCRIBED.
 QN0498'
 QN0498'THE MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED LAWRENCE
 QN0498'TOWER L 1941.  IT IS SET IN A 6 X 6 INCH SQUARE CONCRETE
 QN0498'MONUMENT THAT PROJECTS 2 INCHES.  IT IS SET DIRECTLY UNDER
 QN0498'THE CENTER OF THE LAWRENCE LOOKOUT TOWER AND IS 87 FEET
 QN0498'SOUTH OF CENTERLINE OF A GRAVEL ROAD.
 QN0498'
 QN0498'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 QN0498'LAWRENCE AND THE DISTANCE IS 64.74 FEET (19.733 METERS).
 QN0498
 QN0498                          STATION RECOVERY (2005)
 QN0498
 QN0498'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 QN0498'RECOVERED IN GOOD CONDITION.  NOTE-- THE GRAVEL ROAD IN THE 1952
 QN0498'DESCRIPTION IS TOWN LINE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7746 ***********************************************************************
 DE7746  DESIGNATION -  LCD 95
 DE7746  PID         -  DE7746
 DE7746  STATE/COUNTY-  WI/OUTAGAMIE
 DE7746  USGS QUAD   -  KAUKAUNA (1992)
 DE7746
 DE7746                         *CURRENT SURVEY CONTROL
 DE7746  ___________________________________________________________________
 DE7746* NAD 83(1986)-  44 16 35.     (N)    088 19 04.     (W)     SCALED    
 DE7746* NAVD 88     -       212.326  (meters)     696.61   (feet)  ADJUSTED  
 DE7746  ___________________________________________________________________
 DE7746  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 DE7746  DYNAMIC HT  -         212.291 (meters)     696.49  (feet)  COMP
 DE7746  MODELED GRAV-     980,452.3   (mgal)                       NAVD 88
 DE7746
 DE7746  VERT ORDER  -  SECOND    CLASS I
 DE7746
 DE7746.The horizontal coordinates were scaled from a topographic map and have
 DE7746.an estimated accuracy of +/- 6 seconds.
 DE7746
 DE7746.The orthometric height was determined by differential leveling
 DE7746.and adjusted by the National Geodetic Survey in May 2003..
 DE7746
 DE7746.The geoid height was determined by GEOID03.
 DE7746
 DE7746.The dynamic height is computed by dividing the NAVD 88
 DE7746.geopotential number by the normal gravity value computed on the
 DE7746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7746.degrees latitude (g = 980.6199 gals.).
 DE7746
 DE7746.The modeled gravity was interpolated from observed gravity values.
 DE7746
 DE7746;                    North         East    Units  Estimated Accuracy
 DE7746;SPC WI C     -    50,620.      734,290.      MT  (+/- 180 meters Scaled)
 DE7746
 DE7746                          SUPERSEDED SURVEY CONTROL
 DE7746
 DE7746.No superseded survey control is available for this station.
 DE7746
 DE7746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ948034(NAD 83)
 DE7746_MARKER: DD = SURVEY DISK
 DE7746_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DE7746_SP_SET: SLAB
 DE7746_STAMPING: LCD 95 K A O
 DE7746_MARK LOGO: USE   
 DE7746_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE7746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE7746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7746+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2005
 DE7746
 DE7746  HISTORY     - Date     Condition        Report By
 DE7746  HISTORY     - UNK      MONUMENTED       USE
 DE7746  HISTORY     - 20010702 GOOD             WIDT
 DE7746  HISTORY     - 20050802 GOOD             WIDT
 DE7746
 DE7746                          STATION DESCRIPTION
 DE7746
 DE7746'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7746'THE STATION IS LOCATED ABOUT 36 KM SOUTHWEST OF GREEN BAY AND 7 KM
 DE7746'EAST OF APPLETON.  OWNERSHIP--US ARMY CORPS OF ENGINEERS.  TO REACH
 DE7746'THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH STATE HIGHWAY 55
 DE7746'ABOUT 1 KM NORTH OF KAUKAUNA, GO SOUTHEAST ON STATE HIGHWAY 55 FOR
 DE7746'1.3 KM TO STATE HIGHWAY 96, TURN RIGHT AND GO SOUTHWEST ON STATE
 DE7746'HIGHWAY 55 AND STATE HIGHWAY 96 FOR 0.8 KM TO STATE HIGHWAY 96 ON THE
 DE7746'RIGHT,    TURN RIGHT AND GO WEST ON STATE HIGHWAY 96 FOR 4.2 KM TO
 DE7746'GRAND STREET, TURN LEFT AND GO SOUTH ON GRAND STREET FOR 0.2 KM TO
 DE7746'MILL STREET, TURN RIGHT AND GO SOUTH ON MILL STREET FOR 0.1 KM TO
 DE7746'CLOSED DRAWBRIDGE,  THE STATION IS A BRONZE US ARMY CORPS OF
 DE7746'ENGINEERS SURVEY MARK DISK SET IN THE TOP OF A CONCRETE SLAB. THE
 DE7746'STATION IS 40 M WEST OF THE CENTERLINE OF LITTLE CHUTE GAURD LOCK
 DE7746'ACCESS ROAD, 31.7 M NORTHWEST OF UTILITY POLE --42D4 24/18--, 4.1 M
 DE7746'NORTHEAST OF THE NORTH METAL POST OF A --DANGER STRONG CURRENTS AND
 DE7746'UNDERTOW-- SIGN AND 0.4 M SOUTH OF THE TOP CENTER OF A YELLOW METAL
 DE7746'MOORING POINT. ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DE7746'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7746
 DE7746                          STATION RECOVERY (2005)
 DE7746
 DE7746'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5243 ***********************************************************************
 DH5243  DESIGNATION -  LEAD MINE GPS
 DH5243  PID         -  DH5243
 DH5243  STATE/COUNTY-  WI/LAFAYETTE
 DH5243  USGS QUAD   -  NEW DIGGINGS (1952)
 DH5243
 DH5243                         *CURRENT SURVEY CONTROL
 DH5243  ___________________________________________________________________
 DH5243* NAD 83(1997)-  42 35 43.42570(N)    090 18 53.09547(W)     ADJUSTED  
 DH5243* NAVD 88     -                                                        
 DH5243  ___________________________________________________________________
 DH5243  X           -     -25,833.615 (meters)                     COMP
 DH5243  Y           -  -4,702,615.181 (meters)                     COMP
 DH5243  Z           -   4,294,701.310 (meters)                     COMP
 DH5243  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 DH5243  ELLIP HEIGHT-         265.42  (meters)          (08/01/05) GPS OBS
 DH5243  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 DH5243
 DH5243  HORZ ORDER  -  FIRST
 DH5243  ELLP ORDER  -  SECOND    CLASS I
 DH5243
 DH5243.The horizontal coordinates were established by GPS observations
 DH5243.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5243
 DH5243
 DH5243.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5243
 DH5243.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5243
 DH5243.The ellipsoidal height was determined by GPS observations
 DH5243.and is referenced to NAD 83.
 DH5243
 DH5243.The geoid height was determined by GEOID03.
 DH5243
 DH5243;                    North         East     Units Scale Factor Converg.
 DH5243;SPC WI S     -    66,192.771   574,166.598   MT  1.00003067   -0 12 58.6
 DH5243;SPC WI S     -   217,167.45  1,883,744.91   sFT  1.00003067   -0 12 58.6
 DH5243;UTM  15      - 4,719,381.234   720,307.909   MT  1.00019718   +1 49 05.3
 DH5243
 DH5243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5243!SPC WI S     -   0.99995838  x   1.00003067  =   0.99998904
 DH5243!UTM  15      -   0.99995838  x   1.00019718  =   1.00015555
 DH5243
 DH5243                          SUPERSEDED SURVEY CONTROL
 DH5243
 DH5243.No superseded survey control is available for this station.
 DH5243
 DH5243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH2030819381(NAD 83)
 DH5243_MARKER: DD = SURVEY DISK
 DH5243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5243_STAMPING: LEAD MINE GPS 2004
 DH5243_MARK LOGO: WIDT  
 DH5243_PROJECTION: FLUSH
 DH5243_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5243+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5243
 DH5243  HISTORY     - Date     Condition        Report By
 DH5243  HISTORY     - 2003     MONUMENTED       WIDT
 DH5243
 DH5243                          STATION DESCRIPTION
 DH5243
 DH5243'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5243'OWNERSHIP--TOWN OF NEW DIGGINGS.  TO REACH THE STATION FROM THE
 DH5243'JUNCTION OF STATE  HIGHWAY 11 WITH COUNTY HIGHWAY I NORTH AND BENNETT
 DH5243'ROAD ABOUT 6 MI WEST OF THE CITY  OF SHULLSBURG, GO NORTHERLY ON
 DH5243'COUNTY HIGHWAY I FOR 2.7 MI TO SILVERTHORN ROAD FOR 0.6  MI TO THE
 DH5243'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH5243'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH5243'A 41-CM DIAMETER  CONCRETE POST ABOUT LEVEL WITH THE ROAD PAVEMENT.
 DH5243'THE STATION IS 8.9 M NORTH OF THE  CENTERLINE OF SILVERTHORN ROAD, 10
 DH5243'M EAST OF THE CENTERLINE OF A FIELD ENTRANCE, 2 M  SOUTH OF A
 DH5243'CULTIVATED FIELD, 1.0 M NORTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS
 DH5243'POST, 1.0 M  NORTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS POST, AND 0.9
 DH5243'M SOUTH OF AN ORANGE 4X4  PLASTIC WITNESS POST.  ---NOTE---THIS
 DH5243'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER  THAN 15 DEGREES
 DH5243'ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0500 ***********************************************************************
 QN0500  DESIGNATION -  LEARN
 QN0500  PID         -  QN0500
 QN0500  STATE/COUNTY-  WI/TAYLOR
 QN0500  USGS QUAD   -  JUMP RIVER (1971)
 QN0500
 QN0500                         *CURRENT SURVEY CONTROL
 QN0500  ___________________________________________________________________
 QN0500* NAD 83(1991)-  45 21 02.58795(N)    090 47 16.83155(W)     ADJUSTED  
 QN0500* NAVD 88     -       373.     (meters)    1224.     (feet)  SCALED    
 QN0500  ___________________________________________________________________
 QN0500  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 QN0500  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 QN0500
 QN0500  HORZ ORDER  -  FIRST
 QN0500
 QN0500.The horizontal coordinates were established by classical geodetic methods
 QN0500.and adjusted by the National Geodetic Survey in November 1991..
 QN0500
 QN0500.The orthometric height was scaled from a topographic map.
 QN0500
 QN0500.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0500
 QN0500.The geoid height was determined by GEOID03.
 QN0500
 QN0500;                    North         East     Units Scale Factor Converg.
 QN0500;SPC WI C     -   168,914.220   538,250.731   MT  0.99997499   -0 33 21.6
 QN0500;SPC WI C     -   554,179.40  1,765,910.94   sFT  0.99997499   -0 33 21.6
 QN0500;SPC WI N     -    20,762.762   538,246.378   MT  1.00004620   -0 34 06.4
 QN0500;SPC WI N     -    68,119.16  1,765,896.66   sFT  1.00004620   -0 34 06.4
 QN0500;UTM  15      - 5,024,292.110   673,271.419   MT  0.99996915   +1 34 26.6
 QN0500
 QN0500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0500!SPC WI C     -   0.99994631  x   0.99997499  =   0.99992130
 QN0500!SPC WI N     -   0.99994631  x   1.00004620  =   0.99999250
 QN0500!UTM  15      -   0.99994631  x   0.99996915  =   0.99991546
 QN0500
 QN0500:                Primary Azimuth Mark                     Grid Az
 QN0500:SPC WI C     -  HAWKINS MUNICIPAL WATERSPHERE            017 51 25.8
 QN0500:SPC WI N     -  HAWKINS MUNICIPAL WATERSPHERE            017 52 10.6
 QN0500:UTM  15      -  HAWKINS MUNICIPAL WATERSPHERE            015 43 37.6
 QN0500
 QN0500|---------------------------------------------------------------------|
 QN0500| PID    Reference Object                     Distance      Geod. Az  |
 QN0500|                                                           dddmmss.s |
 QN0500| QN0513 HAWKINS MUNICIPAL WATERSPHERE       APPROX.19.0 KM 0171804.2 |
 QN0500| CJ5238 LEARN AZ MK                                        0580802.5 |
 QN0500| CJ5239 LEARN RM 1                           25.446 METERS 08430     |
 QN0500| CJ5240 LEARN RM 2                           22.627 METERS 16823     |
 QN0500|---------------------------------------------------------------------|
 QN0500
 QN0500                          SUPERSEDED SURVEY CONTROL
 QN0500
 QN0500  NAD 83(1986)-  45 21 02.58307(N)    090 47 16.82744(W) AD(       ) 1
 QN0500  NAD 27      -  45 21 02.67100(N)    090 47 16.31500(W) AD(       ) 1
 QN0500
 QN0500.Superseded values are not recommended for survey control.
 QN0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0500.See file dsdata.txt to determine how the superseded data were derived.
 QN0500
 QN0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL7327124292(NAD 83)
 QN0500_MARKER: DS = TRIANGULATION STATION DISK
 QN0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0500
 QN0500  HISTORY     - Date     Condition        Report By
 QN0500  HISTORY     - 1952     MONUMENTED       CGS
 QN0500  HISTORY     - 1961     GOOD             USGS
 QN0500
 QN0500                          STATION DESCRIPTION
 QN0500
 QN0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QN0500'THE STATION IS LOCATED ABOUT 10.5 MILES SOUTH OF INGRAM, 11.5
 QN0500'MILES SOUTHWEST OF HAWKINS, 0.5 MILES SOUTHEAST OF THE SMALL
 QN0500'VILLAGE OF JUMP RIVER, ON THE HIGHEST POINT IN A PASTURE.  OWNED
 QN0500'BY MR. HOWARD LEARN.
 QN0500'
 QN0500'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 8 AND STATE HIGHWAY
 QN0500'73 AT THE NORTH EDGE OF INGRAM, GO SOUTH ON HIGHWAY 73 FOR
 QN0500'12.5 MILES TO A SCHOOLHOUSE ON LEFT IN THE VILLAGE OF JUMP
 QN0500'RIVER, CONTINUE ON HIGHWAY 73, GO EAST 0.9 MILE TO JUNCTION
 QN0500'WITH COUNTY ROUTE D*, CONTINUE ON HIGHWAY 73 FOR 0.2 MILE TO
 QN0500'A SIDE ROAD RIGHT, TURN RIGHT, GO 0.3 MILE ON GRAVEL ROAD TO
 QN0500'A WIRE GATE ON RIGHT, TURN IN GATE AND PROCEED NORTH ACROSS
 QN0500'FIELD TO HIGHEST POINT AND STATION SITE.
 QN0500'
 QN0500'*TO REACH THE AZIMUTH MARK FROM THIS JUNCTION, GO 0.1 MILE
 QN0500'EAST ON COUNTY ROUTE D TO THE MARK ON THE RIGHT AS DESRIBED
 QN0500'BELOW.
 QN0500'
 QN0500'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 QN0500'POST PROJECTING 4 INCHES.  IT IS 17 FEET SOUTHWEST OF A
 QN0500'FENCE CORNER, 2 FEET SOUTHEAST OF A WITNESS POST AND IS STAMPED
 QN0500'LEARN 1952.
 QN0500'
 QN0500'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE
 QN0500'CONCRETE POST PROJECTING 6 INCHES.  IT IS 1.0 FOOT SOUTH OF A
 QN0500'EAST-WEST FENCE LINE AND IS STAMPED LEARN NO 1 1952.
 QN0500'
 QN0500'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 QN0500'POST PROJECTING 6 INCHES.  IT IS 1.0 FOOT WEST OF A NORTH-SOUTH
 QN0500'FENCE LINE AND IS STAMPED LEARN NO 2 1952.
 QN0500'
 QN0500'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 QN0500'POST PROJECTING 4 INCHES.  IT IS 67 FEET NORTHEAST OF A POWER
 QN0500'POLE ACROSS ROAD, 21 FEET EAST OF THE CENTERLINE OF COUNTY ROUTE
 QN0500'D, 2 FEET SOUTHWEST OF A WITNESS POST, AND IT IS 4 FEET HIGHER
 QN0500'THAN THE ROAD SURFACE.  IT IS STAMPED LEARN 1952.
 QN0500'
 QN0500'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 QN0500
 QN0500                          STATION RECOVERY (1961)
 QN0500
 QN0500'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 QN0500'THE STATION IS A STANDARD DISK SET IN A SQUARE POST PROJECTING
 QN0500'4 INCHES.  IT IS 17 FT SW OF A LARGE FENCE POST (FENCE CORNER
 QN0500'HAS BEEN REMOVED), 10-1/2 FT S OF A WHITE WITNESS POST, AT THE
 QN0500'NORTH EDGE OF A CULTIVATED FIELD, STAMPED LEARN 1952.  STATION
 QN0500'WAS FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1354 ***********************************************************************
 OM1354  HT_MOD      -  This is a Height Modernization Survey Station.
 OM1354  DESIGNATION -  LEBANON C GPS
 OM1354  PID         -  OM1354
 OM1354  STATE/COUNTY-  WI/DODGE
 OM1354  USGS QUAD   -  IXONIA (1971)
 OM1354
 OM1354                         *CURRENT SURVEY CONTROL
 OM1354  ___________________________________________________________________
 OM1354* NAD 83(1997)-  43 14 26.56766(N)    088 35 17.31858(W)     ADJUSTED  
 OM1354* NAVD 88     -       269.32   (meters)     883.6    (feet)  GPS OBS   
 OM1354  ___________________________________________________________________
 OM1354  X           -     114,666.284 (meters)                     COMP
 OM1354  Y           -  -4,652,432.345 (meters)                     COMP
 OM1354  Z           -   4,347,182.057 (meters)                     COMP
 OM1354  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 OM1354  ELLIP HEIGHT-         234.67  (meters)          (04/02/04) GPS OBS
 OM1354  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 OM1354  OBS GRAVITY -     980,364.6   (mgal)                       GRAV_OBS
 OM1354
 OM1354  HORZ ORDER  -  FIRST
 OM1354  ELLP ORDER  -  FOURTH    CLASS I
 OM1354
 OM1354.The horizontal coordinates were established by GPS observations
 OM1354.and adjusted by the WI DEPT OF TRANSP in April 2004..
 OM1354
 OM1354.The orthometric height was determined by GPS observations and a
 OM1354.high-resolution geoid model using precise GPS observation and
 OM1354.processing techniques.
 OM1354
 OM1354.Photographs are available for this station.
 OM1354
 OM1354.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1354
 OM1354.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1354
 OM1354.The ellipsoidal height was determined by GPS observations
 OM1354.and is referenced to NAD 83.
 OM1354
 OM1354.The geoid height was determined by GEOID03.
 OM1354.The observed gravity was obtained from relative gravimeter ties
 OM1354.to the IGSN71 gravity network.
 OM1354
 OM1354;                    North         East     Units Scale Factor Converg.
 OM1354;SPC WI S     -   138,801.815   714,660.911   MT  0.99993645   +0 58 12.3
 OM1354;SPC WI S     -   455,385.62  2,344,683.34   sFT  0.99993645   +0 58 12.3
 OM1354;UTM  16      - 4,788,770.546   371,058.417   MT  0.99980452   -1 05 17.3
 OM1354
 OM1354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1354!SPC WI S     -   0.99996320  x   0.99993645  =   0.99989965
 OM1354!UTM  16      -   0.99996320  x   0.99980452  =   0.99976773
 OM1354
 OM1354                          SUPERSEDED SURVEY CONTROL
 OM1354
 OM1354.No superseded survey control is available for this station.
 OM1354
 OM1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7105888771(NAD 83)
 OM1354_MARKER: DD = SURVEY DISK
 OM1354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1354_SP_SET: CONCRETE POST
 OM1354_STAMPING: LEBANON C GPS 1992
 OM1354_MARK LOGO: WI-027
 OM1354_PROJECTION: FLUSH
 OM1354_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM1354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1354+SATELLITE: SATELLITE OBSERVATIONS - 2001
 OM1354
 OM1354  HISTORY     - Date     Condition        Report By
 OM1354  HISTORY     - 1992     MONUMENTED       WI-027
 OM1354  HISTORY     - 19931122 GOOD             WIDT
 OM1354  HISTORY     - 2001     GOOD             WIDT
 OM1354
 OM1354                          STATION DESCRIPTION
 OM1354
 OM1354'DESCRIBED BY WI DEPT OF TRANSP 1993
 OM1354'STATION IS PART OF GRAVITY DENSIFICATION PROJECT, LOCATED IN WIDOT
 OM1354'DODGE COUNTY GRID REFERENCE O12, ABOUT 6.3 KM (3.90 MI) NORTHWEST OF
 OM1354'ASHIPPUN, IN THE NORTHEAST CORNER OF THE NORTHWEST 1/4 OF SECTION 22,
 OM1354'T09N, R16E, ON HIGHWAY RIGHT-OF-WAY.  CONTACT DODGE COUNTY SURVEYORS
 OM1354'OFFICE AT 414-386-3770 CONCERNING STATION COORDINATES.
 OM1354'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY TRUNK HIGHWAY MM
 OM1354'AND POPLAR GROVE ROAD, GO SOUTH ON POPLAR GROVE ROAD FOR 2.6 KM
 OM1354'(1.60 MI) TO THE STATION ON THE RIGHT.
 OM1354'STATION IS A BRASS DISK SET IN TOP OF A 45 CM ROUND CONCRETE MONUMENT
 OM1354'FLUSH WITH THE GROUND.  IT IS 15.8 M (51.8 FT) SOUTH FROM THE CENTER
 OM1354'OF POPLAR GROVE ROAD, 11.0 M (36.1 FT) EAST FROM BRAASCH ROAD AND 0.5
 OM1354'M (1.6 FT) NORTHWEST FROM A WHITE PLASTIC T-POST.
 OM1354
 OM1354                          STATION RECOVERY (2001)
 OM1354
 OM1354'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OM1354'THE STATION IS LOCATED ABOUT 16 KM NORTH OF OCONOMOWOC, 9 KM NORTHEAST
 OM1354'OF WATERTOWN AND 6 KM SOUTHEAST OF LEBANON.   OWNERSHIP--TOWN OF
 OM1354'LEBANON.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 16
 OM1354'WITH STATE HIGHWAY 67 AT THE INTERSECTION OF WISCONSIN AVENUE AND MAIN
 OM1354'STREET IN THE CITY OF OCONOMOWOC, GO NORTH ON STATE HIGHWAY 67 (MAIN
 OM1354'STREET) FOR 11.4 KM TO COUNTY HIGHWAY O IN THE COMUNITY OF ASHIPPUN,
 OM1354'TURN LEFT AND GO WEST ON COUNTY HIGHWAY O FOR 5.8 KM TO POPLAR GROVE
 OM1354'ROAD ON THE RIGHT, TURN RIGHT AND GO NORTH ON POPLAR GROVE ROAD FOR
 OM1354'1.6 KM TO UPHAM ROAD ON THE RIGHT AND POPLAR GROVE ROAD ON THE LEFT,
 OM1354'TURN LEFT AND GO WEST ON POPLAR GROVE ROAD FOR 0.5 KM TO BRAASCH ROAD
 OM1354'AND THE STATION ON THE LEFT.  THE STATION IS A BRONZE DODGE COUNTY
 OM1354'GEODETIC CONTROL MARKER DISK SET IN THE TOP OF A 45-CM DIAMETER
 OM1354'CONCRETE POST SET TO A DEPTH OF 1.8 M AND ABOUT 1 M ABOVE THE ROAD
 OM1354'PAVEMENT.  THE STATION IS 15.4 M SOUTH OF THE CENTERLINE OF POPLAR
 OM1354'GROVE ROAD, 38.2 M NORTH OF TELEPHONE POLE --69-20012--, 12.8 KM
 OM1354'SOUTHEAST OF A 40-CM DIAMETER CORRUGATED METAL CULVERT PIPE, AND 11.6
 OM1354'M EAST OF THE CENTERLINE OF BRAASCH ROAD.  ---NOTE---THE STATION IS
 OM1354'1.0 M EAST, WEST AND SOUTH OF AN ORANGE 4X4 PLASTIC WITNESS POST AND
 OM1354'0.5 M NORTHWEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE2---THIS
 OM1354'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 23 DEGREES
 OM1354'ABOVE THE HORIZON.
 OM1354'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1356 ***********************************************************************
 OM1356  HT_MOD      -  This is a Height Modernization Survey Station.
 OM1356  DESIGNATION -  LEBANON GPS
 OM1356  PID         -  OM1356
 OM1356  STATE/COUNTY-  WI/DODGE
 OM1356  USGS QUAD   -  WATERTOWN (1971)
 OM1356
 OM1356                         *CURRENT SURVEY CONTROL
 OM1356  ___________________________________________________________________
 OM1356* NAD 83(1997)-  43 14 53.14295(N)    088 39 09.75783(W)     ADJUSTED  
 OM1356* NAVD 88     -       300.29   (meters)     985.2    (feet)  GPS OBS   
 OM1356  ___________________________________________________________________
 OM1356  X           -     109,410.717 (meters)                     COMP
 OM1356  Y           -  -4,652,019.404 (meters)                     COMP
 OM1356  Z           -   4,347,800.694 (meters)                     COMP
 OM1356  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 OM1356  ELLIP HEIGHT-         265.62  (meters)          (04/02/04) GPS OBS
 OM1356  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 OM1356  OBS GRAVITY -     980,359.3   (mgal)                       GRAV_OBS
 OM1356
 OM1356  HORZ ORDER  -  FIRST
 OM1356  ELLP ORDER  -  FOURTH    CLASS I
 OM1356
 OM1356.The horizontal coordinates were established by GPS observations
 OM1356.and adjusted by the WI DEPT OF TRANSP in April 2004..
 OM1356
 OM1356.The orthometric height was determined by GPS observations and a
 OM1356.high-resolution geoid model using precise GPS observation and
 OM1356.processing techniques.
 OM1356
 OM1356.Photographs are available for this station.
 OM1356
 OM1356.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1356
 OM1356.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1356
 OM1356.The ellipsoidal height was determined by GPS observations
 OM1356.and is referenced to NAD 83.
 OM1356
 OM1356.The geoid height was determined by GEOID03.
 OM1356.The observed gravity was obtained from relative gravimeter ties
 OM1356.to the IGSN71 gravity network.
 OM1356
 OM1356;                    North         East     Units Scale Factor Converg.
 OM1356;SPC WI S     -   139,535.029   709,404.500   MT  0.99993610   +0 55 32.6
 OM1356;SPC WI S     -   457,791.17  2,327,437.93   sFT  0.99993610   +0 55 32.6
 OM1356;UTM  16      - 4,789,691.959   365,832.375   MT  0.99982144   -1 07 57.1
 OM1356
 OM1356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1356!SPC WI S     -   0.99995835  x   0.99993610  =   0.99989445
 OM1356!UTM  16      -   0.99995835  x   0.99982144  =   0.99977979
 OM1356
 OM1356                          SUPERSEDED SURVEY CONTROL
 OM1356
 OM1356.No superseded survey control is available for this station.
 OM1356
 OM1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6583289692(NAD 83)
 OM1356_MARKER: DD = SURVEY DISK
 OM1356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1356_SP_SET: CONCRETE POST
 OM1356_STAMPING: LEBANON GPS 1992
 OM1356_MARK LOGO: WI-027
 OM1356_PROJECTION: FLUSH
 OM1356_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM1356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1356+SATELLITE: SATELLITE OBSERVATIONS - 2004
 OM1356
 OM1356  HISTORY     - Date     Condition        Report By
 OM1356  HISTORY     - 1992     MONUMENTED       WI-027
 OM1356  HISTORY     - 19931122 GOOD             WIDT
 OM1356  HISTORY     - 2001     GOOD             WIDT
 OM1356  HISTORY     - 2004     GOOD             WIDT
 OM1356
 OM1356                          STATION DESCRIPTION
 OM1356
 OM1356'DESCRIBED BY WI DEPT OF TRANSP 1993
 OM1356'STATION IS PART OF GRAVITY DENSIFICATION PROJECT, LOCATED IN WIDOT
 OM1356'DODGE COUNTY GRID REFERENCE O10, ABOUT 8.4 KM (5.20 MI) NORTHEAST OF
 OM1356'WATERTOWN, IN THE SOUTHWEST CORNER OF THE NORTHWEST 1/4 OF SECTION
 OM1356'18, T09N, R16E, IN A CUT SECTION AT THE TOP OF A HILL ON HIGHWAY
 OM1356'RIGHT-OF-WAY. CONTACT DODGE COUNTY SURVEYORS OFFICE AT 414-386-3770
 OM1356'CONCERNING STATION COORDINATES.
 OM1356'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY TRUNK HIGHWAY EM
 OM1356'AND HANCOCK ROAD, GO NORTHEAST ON COUNTY TRUNK HIGHWAY EM FOR 1.37 KM
 OM1356'(0.85 MI) TO THE STATION ON THE LEFT, 0.15 KM (0.10 MI) EAST OF THE
 OM1356'JUNCTION OF RANDALL ROAD LEADING NORTH.
 OM1356'STATION IS A BRASS DISK SET IN TOP OF A 45 CM ROUND CONCRETE MONUMENT
 OM1356'FLUSH WITH THE GROUND.  IT IS 9.1 M (29.9 FT) NORTH FROM THE CENTER
 OM1356'OF COUNTY TRUNK HIGHWAY EM, 12.5 M (41.0 FT) WEST FROM EXTENDED
 OM1356'CENTER OF A DRIVEWAY SOUTH AND 0.3 M (1.0 FT) SOUTH FROM A WHITE
 OM1356'PLASTIC T-POST.
 OM1356
 OM1356                          STATION RECOVERY (2001)
 OM1356
 OM1356'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OM1356'THE STATION IS LOCATED ABOUT 28 KM SOUTHEAST OF BEAVER DAM, 20 KM
 OM1356'NORTHWEST OF OCONOMOWOC AND 9 KM NORTHEAST OF WATERTOWN.
 OM1356'OWNERSHIP--DODGE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 OM1356'STATE HIGHWAY 16 WITH STATE HIGHWAY 26 ON THE NORTH SIDE OF THE CITY
 OM1356'OF WATERTOWN, GO SOUTHEAST ON STATE HIGHWAY 16 FOR 2.7 KM TO COUNTY
 OM1356'HIGHWAY R, TURN LEFT AND GO EAST ON COUNTY HIGHWAY R FOR 3.5 KM TO
 OM1356'COUNTY HIGHWAY EM ON THE LEFT, TURN LEFT AND GO NORTH ON COUNTY
 OM1356'HIGHWAY EM FOR 4.2 KM TO RANDALL ROAD ON THE RIGHT, CONTINUE EAST ON
 OM1356'COUNTY HIGHWAY EM FOR 0.2 KM TO THE STATION ON THE LEFT.  THE STATION
 OM1356'IS A BRONZE DODGE COUNTY GEODETIC CONTROL MARKER DISK SET IN THE TOP
 OM1356'OF A 45-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8 M AND ABOUT
 OM1356'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 9.3 M NORTH OF THE
 OM1356'CENTERLINE OF COUNTY HIGHWAY EM, 37.4 M EAST-NORTHEAST OF TELEPHONE
 OM1356'POLE --95-11141-- , 26.9 M NORTHWEST OF TELEPHONE PEDESTAL --1462-- ,
 OM1356'12 M WEST OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE --N149-- ,
 OM1356'AND 3 M SOUTH OF A CULTIVATED FIELD.  ---NOTE---THE STATION IS WEST,
 OM1356'EAST AND NORTH OF A ORANGE 4X4 PLASTIC WITNESS POST AND 0.4 M SOUTH OF
 OM1356'A WHITE PLASTIC WITNESS POST.  ---NOTE2---THIS STATION HAS NO VISIBLE
 OM1356'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 OM1356'
 OM1356
 OM1356                          STATION RECOVERY (2004)
 OM1356
 OM1356'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 OM1356'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1357 ***********************************************************************
 OM1357  HT_MOD      -  This is a Height Modernization Survey Station.
 OM1357  DESIGNATION -  LEBANON N GPS
 OM1357  PID         -  OM1357
 OM1357  STATE/COUNTY-  WI/DODGE
 OM1357  USGS QUAD   -  HUSTISFORD (1980)
 OM1357
 OM1357                         *CURRENT SURVEY CONTROL
 OM1357  ___________________________________________________________________
 OM1357* NAD 83(1997)-  43 16 29.89603(N)    088 34 41.52544(W)     ADJUSTED  
 OM1357* NAVD 88     -       264.36   (meters)     867.3    (feet)  GPS OBS   
 OM1357  ___________________________________________________________________
 OM1357  X           -     115,408.810 (meters)                     COMP
 OM1357  Y           -  -4,649,801.270 (meters)                     COMP
 OM1357  Z           -   4,349,950.528 (meters)                     COMP
 OM1357  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 OM1357  ELLIP HEIGHT-         229.66  (meters)          (04/02/04) GPS OBS
 OM1357  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 OM1357  OBS GRAVITY -     980,370.5   (mgal)                       GRAV_OBS
 OM1357
 OM1357  HORZ ORDER  -  FIRST
 OM1357  ELLP ORDER  -  FOURTH    CLASS I
 OM1357
 OM1357.The horizontal coordinates were established by GPS observations
 OM1357.and adjusted by the WI DEPT OF TRANSP in April 2004..
 OM1357
 OM1357.The orthometric height was determined by GPS observations and a
 OM1357.high-resolution geoid model using precise GPS observation and
 OM1357.processing techniques.
 OM1357
 OM1357.Photographs are available for this station.
 OM1357
 OM1357.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1357
 OM1357.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1357
 OM1357.The ellipsoidal height was determined by GPS observations
 OM1357.and is referenced to NAD 83.
 OM1357
 OM1357.The geoid height was determined by GEOID03.
 OM1357.The observed gravity was obtained from relative gravimeter ties
 OM1357.to the IGSN71 gravity network.
 OM1357
 OM1357;                    North         East     Units Scale Factor Converg.
 OM1357;SPC WI S     -   142,620.711   715,403.409   MT  0.99993496   +0 58 36.9
 OM1357;SPC WI S     -   467,914.78  2,347,119.35   sFT  0.99993496   +0 58 36.9
 OM1357;UTM  16      - 4,792,559.803   371,937.498   MT  0.99980174   -1 04 55.2
 OM1357
 OM1357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1357!SPC WI S     -   0.99996399  x   0.99993496  =   0.99989895
 OM1357!UTM  16      -   0.99996399  x   0.99980174  =   0.99976573
 OM1357
 OM1357                          SUPERSEDED SURVEY CONTROL
 OM1357
 OM1357.No superseded survey control is available for this station.
 OM1357
 OM1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7193792560(NAD 83)
 OM1357_MARKER: DD = SURVEY DISK
 OM1357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1357_SP_SET: CONCRETE POST
 OM1357_STAMPING: LEBANON N GPS 1992
 OM1357_MARK LOGO: WI-027
 OM1357_PROJECTION: FLUSH
 OM1357_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM1357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1357+SATELLITE: SATELLITE OBSERVATIONS - 2001
 OM1357
 OM1357  HISTORY     - Date     Condition        Report By
 OM1357  HISTORY     - 1992     MONUMENTED       WI-027
 OM1357  HISTORY     - 19931122 GOOD             WIDT
 OM1357  HISTORY     - 2001     GOOD             WIDT
 OM1357
 OM1357                          STATION DESCRIPTION
 OM1357
 OM1357'DESCRIBED BY WI DEPT OF TRANSP 1993
 OM1357'STATION IS PART OF GRAVITY DENSIFICATION PROJECT, LOCATED IN WIDOT
 OM1357'DODGE COUNTY GRID REFERENCE N12, ABOUT 6.2 KM (3.85 MI) SOUTHWEST OF
 OM1357'NEOSHO, IN THE NORTHEAST CORNER OF THE SOUTHEAST 1/4 OF SECTION 03,
 OM1357'T09N, R16E, AT THE EAST END OF A CUT SECTION ON HIGHWAY RIGHT-OF-WAY.
 OM1357'CONTACT DODGE COUNTY SURVEYORS OFFICE AT 414-386-3770 CONCERNING
 OM1357'STATION COORDINATES.
 OM1357'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 109 AND
 OM1357'DAVIDSON ROAD, GO EAST ON DAVIDSON ROAD FOR 2.9 KM (1.80 MI) TO THE
 OM1357'STATION ON THE RIGHT.
 OM1357'STATION IS A BRASS DISK SET IN TOP OF A 45 CM ROUND CONCRETE MONUMENT
 OM1357'FLUSH WITH THE GROUND.  IT IS 11.9 M (39.0 FT) SOUTH FROM THE CENTER
 OM1357'OF DAVIDSON ROAD AND 0.5 M (1.6 FT) NORTH FROM A WHITE PLASTIC
 OM1357'T-POST.
 OM1357
 OM1357                          STATION RECOVERY (2001)
 OM1357
 OM1357'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OM1357'THE STATION IS LOCATED ABOUT 19 KM NORTH OF OCONOMOWOC AND 15 KM
 OM1357'NORTHEAST OF WATERTOWN.  OWNERSHIP--TOWN OF LEBANON.  TO REACH THE
 OM1357'STATION FROM THE JUNCTION OF STATE HIGHWAY 60 WITH STATE HIGHWAY 67
 OM1357'ABOUT 1.6 KM NORTH OF THE VILLAGE OF NEOSHO, GO SOUTH ON STATE HIGHWAY
 OM1357'67 FOR 6.4 KM TO COUNTY HIGHWAY MM, TURN RIGHT AND GO WEST ON COUNTY
 OM1357'HIGHWAY MM FOR 3.5 KM TO DAVIDSON ROAD ON THE RIGHT, TURN RIGHT AND
 OM1357'CONTINUE WEST ON DAVIDSON ROAD FOR 1.9 KM TO THE STATION ON THE LEFT.
 OM1357'THE STATION IS A BRONZE DODGE COUNTY GEODETIC CONTROL MARKER DISK SET
 OM1357'IN THE TOP OF A 45-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8 M
 OM1357'AND ABOUT LEVEL WITH THE ROAD PAVEMENT. THE STATION IS 11.0 M SOUTH OF
 OM1357'THE CENTERLINE OF DAVIDSON ROAD, 0.2 KM WEST OF PRIVATE ENTRANCE --W
 OM1357'3612--, 77 M EAST OF CENTER OF A FIELD ENTRANCE, 54.5 M SOUTHEAST OF
 OM1357'TELEPHONE PEDESTAL --1533 GTE--, AND 1 M NORTH OF A CULTIVATED FIELD.
 OM1357'---NOTE---THE STATION IS 1.0 M EAST, WEST AND SOUTH OF AN ORANGE 4X4
 OM1357'PLASTIC WITNESS POST AND 0.4 KM NORTH OF A WHITE PLASTIC WITNESS POST.
 OM1357'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 OM1357'THAN 10 DEGREES ABOVE THE HORIZON.
 OM1357'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF6058 ***********************************************************************
 DF6058  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6058  DESIGNATION -  LEBANON S GPS
 DF6058  PID         -  DF6058
 DF6058  STATE/COUNTY-  WI/WAUPACA
 DF6058  USGS QUAD   -  NORTHPORT (1993)
 DF6058
 DF6058                         *CURRENT SURVEY CONTROL
 DF6058  ___________________________________________________________________
 DF6058* NAD 83(1997)-  44 25 10.08880(N)    088 50 19.72008(W)     ADJUSTED  
 DF6058* NAVD 88     -       262.86   (meters)     862.4    (feet)  GPS OBS   
 DF6058  ___________________________________________________________________
 DF6058  X           -      92,472.815 (meters)                     COMP
 DF6058  Y           -  -4,562,200.642 (meters)                     COMP
 DF6058  Z           -   4,441,659.634 (meters)                     COMP
 DF6058  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 DF6058  ELLIP HEIGHT-         226.47  (meters)          (06/11/03) GPS OBS
 DF6058  GEOID HEIGHT-         -36.38  (meters)                     GEOID03
 DF6058
 DF6058  HORZ ORDER  -  FIRST
 DF6058  ELLP ORDER  -  THIRD     CLASS I
 DF6058
 DF6058.The horizontal coordinates were established by GPS observations
 DF6058.and adjusted by the National Geodetic Survey in June 2003..
 DF6058
 DF6058.The orthometric height was determined by GPS observations and a
 DF6058.high-resolution geoid model using precise GPS observation and
 DF6058.processing techniques.
 DF6058
 DF6058.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6058
 DF6058.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6058
 DF6058.The ellipsoidal height was determined by GPS observations
 DF6058.and is referenced to NAD 83.
 DF6058
 DF6058.The geoid height was determined by GEOID03.
 DF6058
 DF6058;                    North         East     Units Scale Factor Converg.
 DF6058;SPC WI C     -    65,791.413   692,470.152   MT  0.99997228   +0 49 09.5
 DF6058;SPC WI C     -   215,850.66  2,271,879.16   sFT  0.99997228   +0 49 09.5
 DF6058;UTM  16      - 4,920,108.404   353,617.031   MT  0.99986352   -1 17 14.0
 DF6058
 DF6058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6058!SPC WI C     -   0.99996449  x   0.99997228  =   0.99993677
 DF6058!UTM  16      -   0.99996449  x   0.99986352  =   0.99982802
 DF6058
 DF6058                          SUPERSEDED SURVEY CONTROL
 DF6058
 DF6058.No superseded survey control is available for this station.
 DF6058
 DF6058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ5361720108(NAD 83)
 DF6058_MARKER: DD = SURVEY DISK
 DF6058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6058_STAMPING: LEBANON S GPS 2001
 DF6058_MARK LOGO: WIDT  
 DF6058_PROJECTION: FLUSH
 DF6058_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6058+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 DF6058
 DF6058  HISTORY     - Date     Condition        Report By
 DF6058  HISTORY     - 2000     MONUMENTED       WIDT
 DF6058  HISTORY     - 20030702 GOOD             USPSQD
 DF6058  HISTORY     - 20050622 GOOD             WIDT
 DF6058
 DF6058                          STATION DESCRIPTION
 DF6058
 DF6058'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DF6058'THE STATION IS LOCATED ABOUT 21 KM NORTHEAST OF WAUPACA,  8 KM
 DF6058'NORTHWEST OF
 DF6058'NEW LONDON AND 8 KM SOUTHEAST OF MANAWA.  OWNERSHIP--TOWN OF LEBANON.
 DF6058'TO REACH THE
 DF6058'STATION FROM THE JUNCTION OF US HIGHWAY 45 WITH STATE HIGHWAY 54 IN
 DF6058'THE CITY OF NEW
 DF6058'LONDON, GO WEST ON STATE HIGHWAY 54 FOR 8.5 KM TO OTTO ROAD ON THE
 DF6058'RIGHT, TURN RIGHT
 DF6058'AND GO NORTH ON OTTO ROAD FOR 0.8 KM TO THE STATION ON THE RIGHT.  THE
 DF6058'STATION IS A
 DF6058'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF6058'STATION DISK
 DF6058'SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4
 DF6058'M AND ABOUT LEVEL
 DF6058'WITH THE ROAD PAVEMENT.  THE STATION IS 6.3 M EAST OF THE CENTERLINE
 DF6058'OF OTTO ROAD, 33.2 M
 DF6058'NORTHEAST OF A POWER POLE --71-2536--, 32 M SOUTH OF A PRIVATE
 DF6058'ENTRANCE --N 4988--, 7.7 M
 DF6058'SOUTH OF THE TOP CENTER OF THE SOUTH END OF A 0.4-M DIAMETER
 DF6058'CORRUGATED METAL
 DF6058'CULVERT PIPE, 1.0 M WEST, 1.0 M SOUTH, AND 1.0 M NORTH OF THREE 4X4
 DF6058'ORANGE PLASTIC WITNESS
 DF6058'POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DF6058'HIGHER THAN 15
 DF6058'DEGREES ABOVE THE HORIZON.
 DF6058' 
 DF6058' 
 DF6058' 
 DF6058' 
 DF6058' 
 DF6058'
 DF6058
 DF6058                          STATION RECOVERY (2003)
 DF6058
 DF6058'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6058'RECOVERED IN GOOD CONDITION.
 DF6058
 DF6058                          STATION RECOVERY (2005)
 DF6058
 DF6058'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DF6058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1353 ***********************************************************************
 OM1353  HT_MOD      -  This is a Height Modernization Survey Station.
 OM1353  DESIGNATION -  LEBANON W GPS
 OM1353  PID         -  OM1353
 OM1353  STATE/COUNTY-  WI/DODGE
 OM1353  USGS QUAD   -  WATERTOWN (1971)
 OM1353
 OM1353                         *CURRENT SURVEY CONTROL
 OM1353  ___________________________________________________________________
 OM1353* NAD 83(1997)-  43 12 57.39135(N)    088 38 44.03710(W)     ADJUSTED  
 OM1353* NAVD 88     -       280.72   (meters)     921.0    (feet)  GPS OBS   
 OM1353  ___________________________________________________________________
 OM1353  X           -     110,048.312 (meters)                     COMP
 OM1353  Y           -  -4,654,437.670 (meters)                     COMP
 OM1353  Z           -   4,345,184.612 (meters)                     COMP
 OM1353  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 OM1353  ELLIP HEIGHT-         246.10  (meters)          (04/02/04) GPS OBS
 OM1353  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 OM1353  OBS GRAVITY -     980,359.7   (mgal)                       GRAV_OBS
 OM1353
 OM1353  HORZ ORDER  -  FIRST
 OM1353  ELLP ORDER  -  FOURTH    CLASS I
 OM1353
 OM1353.The horizontal coordinates were established by GPS observations
 OM1353.and adjusted by the WI DEPT OF TRANSP in April 2004..
 OM1353
 OM1353.The orthometric height was determined by GPS observations and a
 OM1353.high-resolution geoid model using precise GPS observation and
 OM1353.processing techniques.
 OM1353
 OM1353.Photographs are available for this station.
 OM1353
 OM1353.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1353
 OM1353.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1353
 OM1353.The ellipsoidal height was determined by GPS observations
 OM1353.and is referenced to NAD 83.
 OM1353
 OM1353.The geoid height was determined by GEOID03.
 OM1353.The observed gravity was obtained from relative gravimeter ties
 OM1353.to the IGSN71 gravity network.
 OM1353
 OM1353;                    North         East     Units Scale Factor Converg.
 OM1353;SPC WI S     -   135,972.989   710,042.633   MT  0.99993775   +0 55 50.3
 OM1353;SPC WI S     -   446,104.71  2,329,531.54   sFT  0.99993775   +0 55 50.3
 OM1353;UTM  16      - 4,786,109.718   366,342.125   MT  0.99981976   -1 07 37.1
 OM1353
 OM1353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1353!SPC WI S     -   0.99996141  x   0.99993775  =   0.99989916
 OM1353!UTM  16      -   0.99996141  x   0.99981976  =   0.99978118
 OM1353
 OM1353                          SUPERSEDED SURVEY CONTROL
 OM1353
 OM1353.No superseded survey control is available for this station.
 OM1353
 OM1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6634286110(NAD 83)
 OM1353_MARKER: DD = SURVEY DISK
 OM1353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1353_SP_SET: CONCRETE POST
 OM1353_STAMPING: LEBANON W GPS 1992
 OM1353_MARK LOGO: WI-027
 OM1353_PROJECTION: FLUSH
 OM1353_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM1353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1353+SATELLITE: SATELLITE OBSERVATIONS - 2001
 OM1353
 OM1353  HISTORY     - Date     Condition        Report By
 OM1353  HISTORY     - 1992     MONUMENTED       WI-027
 OM1353  HISTORY     - 19931122 GOOD             WIDT
 OM1353  HISTORY     - 2001     GOOD             WIDT
 OM1353
 OM1353                          STATION DESCRIPTION
 OM1353
 OM1353'DESCRIBED BY WI DEPT OF TRANSP 1993
 OM1353'STATION IS PART OF GRAVITY DENSIFICATION PROJECT, LOCATED IN WIDOT
 OM1353'DODGE COUNTY GRID REFERENCE P10, ABOUT 5.8 KM (3.60 MI) NORTHEAST OF
 OM1353'WATERTOWN, IN THE NORTHEAST CORNER OF THE SOUTHWEST 1/4 OF SECTION
 OM1353'30, T09N, R16E, ON HIGHWAY RIGHT-OF-WAY.  CONTACT DODGE COUNTY
 OM1353'SURVEYORS OFFICE AT 414-386-3770 CONCERN STATION COORDINATES.
 OM1353'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 109 AND
 OM1353'SCOFIELD ROAD, GO NORTH ON SCOFIELD ROAD FOR 0.5 KM (0.30 MI) TO THE
 OM1353'STATION ON THE LEFT.
 OM1353'STATION IS A BRASS DISK SET IN TOP OF A 45 CM ROUND CONCRETE MONUMENT
 OM1353'FLUSH WITH THE GROUND.  IT IS 9.5 M (31.2 FT) WEST FROM THE CENTER OF
 OM1353'SCOFIELD ROAD AND 0.4 M (1.3 FT) EAST FROM A WHITE PLASTIC T-POST.
 OM1353
 OM1353                          STATION RECOVERY (2001)
 OM1353
 OM1353'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OM1353'THE STATION IS LOCATED ABOUT 31 KM SOUTHEAST OF BEAVER DAM, 17 KM
 OM1353'NORTHWEST OF OCONOMOWOC AND 7 KM NORTHEAST OF WATERTOWN.
 OM1353'OWNERSHIP--TOWN OF LEBANON.  TO REACH THE STATION FROM THE JUNCTION OF
 OM1353'STATE HIGHWAY 16 WITH STATE HIGHWAY 26 ABOUT 2 KM NORTH OF THE CITY OF
 OM1353'WATERTOWN, GO SOUTHEAST ON STATE HIGHWAY 16 FOR 2.7 KM TO COUNTY
 OM1353'HIGHWAY R, TURN LEFT AND GO EAST ON COUNTY HIGHWAY R FOR 5.1 KM TO
 OM1353'SCOFIELD ROAD, TURN LEFT AND GO NORTH ON SCOFIELD ROAD FOR 0.5 KM TO
 OM1353'THE STATION ON THE LEFT.  THE STATION IS A BRONZE DODGE COUNTY
 OM1353'GEODETIC CONTROL MARK DISK SET IN THE TOP OF A 45-CM DIAMETER CONCRETE
 OM1353'POST, SET TO A DEPTH OF 1.8 M AND ABOUT 1 M BELOW THE ROAD PAVEMENT.
 OM1353'THE STATION IS 9.4 M WEST OF THE CENTERLINE OF SCOFIELD ROAD, 76.7 M
 OM1353'NORTHWEST OF TELEPHONE PEDESTAL --1061 GTE--, 74 M SOUTH OF THE WEST
 OM1353'END OF A 0.8 M CORRUGATED METAL CULVERT PIPE, AND 1 M EAST OF
 OM1353'CULTIVATED FIELD.  ---NOTE---THE STATION IS 1.0 M SOUTH, 1.0 M NORTH
 OM1353'AND 1.0 M WEST OF A ORANGE 4X4 PLASTIC WITNESS POST, AND 0.4 M EAST OF
 OM1353'A WHITE PLASTIC WITNESS POST.  ---NOTE2---THIS STATION HAS NO VISIBLE
 OM1353'OBSTRUCTIONS EXTENDING HIGHER THAN 10 DEGREES ABOVE THE HORIZON.
 OM1353'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB8480 ***********************************************************************
 AB8480  DESIGNATION -  LEE
 AB8480  PID         -  AB8480
 AB8480  STATE/COUNTY-  WI/BURNETT
 AB8480  USGS QUAD   -  TRADE LAKE (1983)
 AB8480
 AB8480                         *CURRENT SURVEY CONTROL
 AB8480  ___________________________________________________________________
 AB8480* NAD 83(1997)-  45 43 45.87339(N)    092 31 41.09884(W)     ADJUSTED  
 AB8480* NAVD 88     -       297.6    (meters)     976.     (feet)  GPS OBS   
 AB8480  ___________________________________________________________________
 AB8480  X           -    -196,730.553 (meters)                     COMP
 AB8480  Y           -  -4,455,753.413 (meters)                     COMP
 AB8480  Z           -   4,544,497.910 (meters)                     COMP
 AB8480  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 AB8480  ELLIP HEIGHT-         270.63  (meters)          (01/30/03) GPS OBS
 AB8480  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AB8480
 AB8480  HORZ ORDER  -  FIRST
 AB8480  ELLP ORDER  -  FOURTH    CLASS I
 AB8480
 AB8480.The horizontal coordinates were established by GPS observations
 AB8480.and adjusted by the National Geodetic Survey in January 2003..
 AB8480
 AB8480.The orthometric height was determined by GPS observations and a
 AB8480.high-resolution geoid model.
 AB8480
 AB8480.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8480
 AB8480.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8480
 AB8480.The ellipsoidal height was determined by GPS observations
 AB8480.and is referenced to NAD 83.
 AB8480
 AB8480.The geoid height was determined by GEOID03.
 AB8480
 AB8480;                    North         East     Units Scale Factor Converg.
 AB8480;SPC WI N     -    65,676.678   403,252.188   MT  0.99997444   -1 49 25.3
 AB8480;SPC WI N     -   215,474.23  1,323,003.22   sFT  0.99997444   -1 49 25.3
 AB8480;UTM  15      - 5,064,092.004   536,719.331   MT  0.99961658   +0 20 16.5
 AB8480
 AB8480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8480!SPC WI N     -   0.99995757  x   0.99997444  =   0.99993202
 AB8480!UTM  15      -   0.99995757  x   0.99961658  =   0.99957417
 AB8480
 AB8480                          SUPERSEDED SURVEY CONTROL
 AB8480
 AB8480  NAD 83(1991)-  45 43 45.87314(N)    092 31 41.09708(W) AD(       ) 1
 AB8480  ELLIP H (12/09/96)  270.67   (m)                       GP(       ) 4 1
 AB8480
 AB8480.Superseded values are not recommended for survey control.
 AB8480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8480.See file dsdata.txt to determine how the superseded data were derived.
 AB8480
 AB8480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL3671964092(NAD 83)
 AB8480_MARKER: DD = SURVEY DISK
 AB8480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8480_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8480+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB8480
 AB8480  HISTORY     - Date     Condition        Report By
 AB8480  HISTORY     - 1993     MONUMENTED       WI-013
 AB8480
 AB8480                          STATION DESCRIPTION
 AB8480
 AB8480'DESCRIBED BY BURNETT COUNTY WISCONSIN 1993
 AB8480'THE STATION IS LOCATED 13.0 KM (8.05 MI) SOUTHWEST OF THE VILLAGE OF
 AB8480'SIREN (WHERE STATE TRUNK HIGHWAY 70 (FROM WEST) , STATE TRUNK HIGHWAY
 AB8480'35 AND COUNTY ROAD B INTERSECT) , 12.9 KM (8.00 MI) SOUTHEAST OF THE
 AB8480'VILLAGE OF GRANTSBURG, WISCONSIN, IN THE SOUTHWEST QUARTER OF THE
 AB8480'SOUTHWEST QUARTER, SECTION 36, T38N, R17W, TOWN OF DANIELS.  TO REACH
 AB8480'THE STATION FROM THE VILLAGE OF SIREN, WISCONSIN (WHERE STATE HIGHWAY
 AB8480'70, STATE HIGHWAY 35 AND COUNTY ROAD B JUNCTION) GO WEST ALONG STATE
 AB8480'TRUNK HIGHWAY 70 12.57 KM (7.80 MI) TO COUNTY ROAD W (ON WEST SIDE OF
 AB8480'FALUN, WISCONSIN) , GO SOUTH ALONG COUNTY ROAD W 4.74 TO STATION. THE
 AB8480'STATION IS LOCATED IN A TRIANGLE FORMED BY THE JUNCTION OF COUNTY ROAD
 AB8480'W AND MAREK ROAD, 40 FEET (12.2 M) SOUTHWEST OF COUNTY ROAD W, 34 FEET
 AB8480'(10.4 M) EAST OF MAREK ROAD, 285 FEET (86.9 M) NORTH OF SPIRIT LAKE
 AB8480'ROAD.  FIBERGLASS WITNESS POST SET ALONG 3 FEET (0.9 M) WEST OF THE
 AB8480'STATION.  THE STATION MARKER IS SET IN A 30 CM ROUND CONCRETE MONUMENT
 AB8480'FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1113 ***********************************************************************
 OM1113  DESIGNATION -  LEEDS
 OM1113  PID         -  OM1113
 OM1113  STATE/COUNTY-  WI/COLUMBIA
 OM1113  USGS QUAD   -  MORRISONVILLE (1984)
 OM1113
 OM1113                         *CURRENT SURVEY CONTROL
 OM1113  ___________________________________________________________________
 OM1113* NAD 83(1991)-  43 19 39.91520(N)    089 18 19.41939(W)     ADJUSTED  
 OM1113* NAVD 88     -       341.     (meters)    1119.     (feet)  SCALED    
 OM1113  ___________________________________________________________________
 OM1113  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 OM1113  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 OM1113
 OM1113  HORZ ORDER  -  SECOND
 OM1113
 OM1113.The horizontal coordinates were established by classical geodetic methods
 OM1113.and adjusted by the National Geodetic Survey in November 1991..
 OM1113
 OM1113.The orthometric height was scaled from a topographic map.
 OM1113
 OM1113.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1113
 OM1113.The geoid height was determined by GEOID03.
 OM1113
 OM1113;                    North         East     Units Scale Factor Converg.
 OM1113;SPC WI S     -   147,735.208   656,332.441   MT  0.99993337   +0 28 38.2
 OM1113;SPC WI S     -   484,694.59  2,153,317.35   sFT  0.99993337   +0 28 38.2
 OM1113;UTM  16      - 4,799,793.337   313,089.946   MT  1.00002976   -1 34 56.5
 OM1113
 OM1113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1113!SPC WI S     -   0.99995201  x   0.99993337  =   0.99988538
 OM1113!UTM  16      -   0.99995201  x   1.00002976  =   0.99998177
 OM1113
 OM1113|---------------------------------------------------------------------|
 OM1113| PID    Reference Object                     Distance      Geod. Az  |
 OM1113|                                                           dddmmss.s |
 OM1113| CJ7936 LEEDS RM 1                           23.250 METERS 09742     |
 OM1113| OM1034 E BRISTOL ST JOSEPHS CATH CH        APPROX.14.0 KM 1182504.8 |
 OM1113| CJ7937 LEEDS RM 2                           31.867 METERS 13242     |
 OM1113| CJ7935 LEEDS AZ MK                                        1802255.2 |
 OM1113| OM1114 ARLINGTON RAD STA KSC 256 MAST      APPROX. 5.7 KM 2794052.5 |
 OM1113|---------------------------------------------------------------------|
 OM1113
 OM1113                          SUPERSEDED SURVEY CONTROL
 OM1113
 OM1113  NAD 83(1986)-  43 19 39.90753(N)    089 18 19.42490(W) AD(       ) 2
 OM1113  NAD 27      -  43 19 39.95150(N)    089 18 19.00960(W) AD(       ) 2
 OM1113
 OM1113.Superseded values are not recommended for survey control.
 OM1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1113.See file dsdata.txt to determine how the superseded data were derived.
 OM1113
 OM1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1309099793(NAD 83)
 OM1113_MARKER: DS = TRIANGULATION STATION DISK
 OM1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1113
 OM1113  HISTORY     - Date     Condition        Report By
 OM1113  HISTORY     - 1958     MONUMENTED       CGS
 OM1113  HISTORY     - 20020921 MARK NOT FOUND   USPSQD
 OM1113
 OM1113                          STATION DESCRIPTION
 OM1113
 OM1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1113'THE STATION IS ABOUT 1 MILE EAST OF NORTH LEEDS, ABOUT 6-1/2
 OM1113'MILES SOUTHEAST OF POYNETTE AND ON PROPERTY OWNED BY MR. HERMAN
 OM1113'HENZE.  IT IS 242 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 OM1113'OF A LARGE FRAME BARN, 76 FEET WEST OF A WHITE WITNESS POST,
 OM1113'44 FEET NORTHWEST OF THE INTERSECTION OF A GRAVELED ROAD
 OM1113'AND CROSS FARM LANES, 41 FEET WEST OF THE CENTERLINE OF THE
 OM1113'GRAVELED ROAD AND 4 FEET NORTH OF THE CENTERLINE OF THE FARM
 OM1113'LANE.  THE MONUMENT IS UNDERGROUND 10 INCHES AND THE DISK IS
 OM1113'STAMPED LEEDS 1958.
 OM1113'
 OM1113'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 60
 OM1113'AND 22 IN NORTH LEEDS, GO EAST ON HIGHWAY 60 FOR 1.0 MILE
 OM1113'TO A CROSSROAD.  (PAVED TO THE NORTH AND GRAVELED TO THE SOUTH.)
 OM1113'TURN RIGHT AND GO SOUTH ON THE GRAVELED ROAD FOR 0.3 MILE TO
 OM1113'THE STATION ON THE RIGHT AS DESCRIBED.
 OM1113'
 OM1113'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 OM1113'GRAVELED ROAD FOR 0.45 MILE TO THE AZIMUTH MARK ON THE RIGHT
 OM1113'AS DESCRIBED.
 OM1113'
 OM1113'REFERENCE MARK 1 IS 35 FEET NORTHEAST OF THE INTERSECTION,
 OM1113'34 FEET EAST OF THE CENTERLINE OF THE ROAD, 3 FEET SOUTH OF A
 OM1113'WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE.  THE MONUMENT
 OM1113'PROJECTS 3 INCHES AND THE DISK IS STAMPED LEEDS NO 1 1958.
 OM1113'
 OM1113'REFERENCE MARK 2 IS 64 FEET SOUTH OF THE WHITE WITNESS POST,
 OM1113'63 FEET SOUTHEAST OF THE INTERSECTION, 36 FEET EAST OF THE
 OM1113'CENTERLINE OF THE ROAD AND 1 FOOT EAST OF THE FENCE.  THE
 OM1113'MONUMENT IS FLUSH AND THE DISK IS STAMPED LEEDS NO 2 1958.
 OM1113'
 OM1113'THE AZIMUTH MARK IS 34 FEET SOUTHWEST OF THE INTERSECTION
 OM1113'OF THE GRAVELED ROAD AND A FARM LANE WEST, 31 FEET WEST
 OM1113'OF THE CENTERLINE OF THE GRAVELED ROAD, 8 FEET SOUTH OF THE
 OM1113'CENTERLINE OF THE LANE, 1 FOOT EAST OF A FENCE AND 1 FOOT
 OM1113'NORTH OF A WHITE WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES
 OM1113'AND THE DISK IS STAMPED LEEDS 1958.
 OM1113'
 OM1113'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 OM1113
 OM1113                          STATION RECOVERY (2002)
 OM1113
 OM1113'RECOVERY NOTE BY US POWER SQUADRON 2002 (SN)
 OM1113'BARN IN DESCRIPTION NO LONGER THERE. SOUTH ROAD IS NOW PAVED.  NO
 OM1113'WITNESS POST FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH4981 ***********************************************************************
 DH4981  DESIGNATION -  LEEDS CENTER GPS
 DH4981  PID         -  DH4981
 DH4981  STATE/COUNTY-  WI/COLUMBIA
 DH4981  USGS QUAD   -  MORRISONVILLE (1984)
 DH4981
 DH4981                         *CURRENT SURVEY CONTROL
 DH4981  ___________________________________________________________________
 DH4981* NAD 83(1997)-  43 20 21.92488(N)    089 19 00.47212(W)     ADJUSTED  
 DH4981* NAVD 88     -                                                        
 DH4981  ___________________________________________________________________
 DH4981  X           -      55,402.427 (meters)                     COMP
 DH4981  Y           -  -4,646,025.536 (meters)                     COMP
 DH4981  Z           -   4,355,193.711 (meters)                     COMP
 DH4981  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 DH4981  ELLIP HEIGHT-         276.77  (meters)          (08/01/05) GPS OBS
 DH4981  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 DH4981
 DH4981  HORZ ORDER  -  B
 DH4981  ELLP ORDER  -  FOURTH    CLASS I
 DH4981
 DH4981.The horizontal coordinates were established by GPS observations
 DH4981.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH4981
 DH4981
 DH4981.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4981
 DH4981.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4981
 DH4981.The ellipsoidal height was determined by GPS observations
 DH4981.and is referenced to NAD 83.
 DH4981
 DH4981.The geoid height was determined by GEOID03.
 DH4981
 DH4981;                    North         East     Units Scale Factor Converg.
 DH4981;SPC WI S     -   149,023.894   655,397.015   MT  0.99993313   +0 28 09.9
 DH4981;SPC WI S     -   488,922.56  2,150,248.37   sFT  0.99993313   +0 28 09.9
 DH4981;UTM  16      - 4,801,114.942   312,201.355   MT  1.00003385   -1 35 25.9
 DH4981
 DH4981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4981!SPC WI S     -   0.99995660  x   0.99993313  =   0.99988973
 DH4981!UTM  16      -   0.99995660  x   1.00003385  =   0.99999045
 DH4981
 DH4981                          SUPERSEDED SURVEY CONTROL
 DH4981
 DH4981.No superseded survey control is available for this station.
 DH4981
 DH4981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP1220101115(NAD 83)
 DH4981_MARKER: DD = SURVEY DISK
 DH4981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4981_STAMPING: LEEDS CENTER GPS 1994
 DH4981_MARK LOGO: WIDT  
 DH4981_PROJECTION: FLUSH
 DH4981_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH4981_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4981+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH4981
 DH4981  HISTORY     - Date     Condition        Report By
 DH4981  HISTORY     - 1994     MONUMENTED       WI-021
 DH4981  HISTORY     - 20030812 GOOD             WIDT
 DH4981  HISTORY     - 20040816 GOOD             WIDT
 DH4981  HISTORY     - 20051228 GOOD             WIDT
 DH4981
 DH4981                          STATION DESCRIPTION
 DH4981
 DH4981'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH4981'OWNERSHIP--TOWN OF LEEDS.  TO REACH THE STATION FROM THE JUNCTION OF
 DH4981'US HIGHWAY 51  AND STATE HIGHWAY 60 WITH STATE HIGHWAY 22 ABOUT 6 MI
 DH4981'SOUTHEAST OF THE VILLAGE OF  POYNETTE, GO NORTH ON STATE HIGHWAY 22
 DH4981'FOR 0.5 MI TO PRIEM ROAD ON THE RIGHT, TURN  RIGHT AND GO EAST ON
 DH4981'PRIEM ROAD FOR 0.4 MI TO THE STATION ON THE RIGHT.  THE STATION IS A
 DH4981'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC CONTROL MARKER
 DH4981'DISK SET IN  THE TOP OF A 45-CM DIAMETER CONCRETE POST ABOUT 1 M BELOW
 DH4981'THE ROAD PAVEMENT.  THE  STATION IS 6.7 M SOUTH OF THE CENTERLINE OF
 DH4981'PRIEM ROAD, 7.2 M NORTHEAST OF A --DANGER  TELEPHONE CABLE BURIED--
 DH4981'SIGN, 7 M WEST OF EXTENDED CENTERLINE OF A FIELD ENTRANCE, 4 M  NORTH
 DH4981'OF A CULTIVATED FIELD, AND 0.7 M SOUTHEAST, SOUTHWEST, AND NORTH OF
 DH4981'THREE  ORANGE 4X4 PLASTIC WITNESS POSTS.   ---NOTE---THIS STATION HAS
 DH4981'NO VISIBLE OBSTRUCTIONS  EXTENDING HIGHER THAN 20 DEGREES ABOVE THE
 DH4981'HORIZON.
 DH4981
 DH4981                          STATION RECOVERY (2004)
 DH4981
 DH4981'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 DH4981'RECOVERED AS DESCRIBED.
 DH4981
 DH4981                          STATION RECOVERY (2005)
 DH4981
 DH4981'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH4981'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5582 ***********************************************************************
 DH5582  DESIGNATION -  LEEDS S GPS
 DH5582  PID         -  DH5582
 DH5582  STATE/COUNTY-  WI/COLUMBIA
 DH5582  USGS QUAD   -  MORRISONVILLE (1984)
 DH5582
 DH5582                         *CURRENT SURVEY CONTROL
 DH5582  ___________________________________________________________________
 DH5582* NAD 83(1997)-  43 17 37.38496(N)    089 21 17.05527(W)     ADJUSTED  
 DH5582* NAVD 88     -                                                        
 DH5582  ___________________________________________________________________
 DH5582  X           -      52,365.123 (meters)                     COMP
 DH5582  Y           -  -4,649,540.351 (meters)                     COMP
 DH5582  Z           -   4,351,494.975 (meters)                     COMP
 DH5582  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 DH5582  ELLIP HEIGHT-         270.83  (meters)          (08/01/05) GPS OBS
 DH5582  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 DH5582
 DH5582  HORZ ORDER  -  FIRST
 DH5582  ELLP ORDER  -  SECOND    CLASS I
 DH5582
 DH5582.The horizontal coordinates were established by GPS observations
 DH5582.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5582
 DH5582
 DH5582.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5582
 DH5582.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5582
 DH5582.The ellipsoidal height was determined by GPS observations
 DH5582.and is referenced to NAD 83.
 DH5582
 DH5582.The geoid height was determined by GEOID03.
 DH5582
 DH5582;                    North         East     Units Scale Factor Converg.
 DH5582;SPC WI S     -   143,922.043   652,360.047   MT  0.99993430   +0 26 36.1
 DH5582;SPC WI S     -   472,184.24  2,140,284.59   sFT  0.99993430   +0 26 36.1
 DH5582;UTM  16      - 4,796,124.977   308,982.675   MT  1.00004886   -1 36 54.8
 DH5582
 DH5582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5582!SPC WI S     -   0.99995753  x   0.99993430  =   0.99989183
 DH5582!UTM  16      -   0.99995753  x   1.00004886  =   1.00000639
 DH5582
 DH5582                          SUPERSEDED SURVEY CONTROL
 DH5582
 DH5582.No superseded survey control is available for this station.
 DH5582
 DH5582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0898396125(NAD 83)
 DH5582_MARKER: DD = SURVEY DISK
 DH5582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5582_STAMPING: LEEDS S GPS 1994
 DH5582_MARK LOGO: WIDT  
 DH5582_PROJECTION: PROJECTING 3 CENTIMETERS
 DH5582_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5582+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH5582
 DH5582  HISTORY     - Date     Condition        Report By
 DH5582  HISTORY     - 1994     MONUMENTED       WI-021
 DH5582  HISTORY     - 20030813 GOOD             WIDT
 DH5582  HISTORY     - 20051228 GOOD             WIDT
 DH5582
 DH5582                          STATION DESCRIPTION
 DH5582
 DH5582'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5582'OWNERSHIP--TOWN OF LEEDS.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5582'US HIGHWAY 51  WITH COUNTY HIGHWAY V ABOUT 2 MI NORTHEAST OF THE
 DH5582'VILLAGE OF DEFOREST, GO NORTH ON US  HIGHWAY 51 FOR 0.9 MI TO COUNTY
 DH5582'HIGHWAY DM ON THE LEFT, TURN LEFT AND GO WEST ON  COUNTY HIGHWAY DM
 DH5582'FOR 1.5 MI TO KLEINART ROAD ON THE RIGHT, TURN RIGHT AND GO NORTH ON
 DH5582'KLEINART ROAD FOR 0.85 MI TO THE STATION ON THE LEFT.  THE STATION IS
 DH5582'A BRONZE WISCONSIN  DEPARTMENT OF TRANSPORTATION GEODETIC CONTROL
 DH5582'MARKER DISK SET IN THE TOP OF A 45-CM  DIAMETER CONCRETE POST ABOUT
 DH5582'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 5.9 M  WEST OF THE
 DH5582'CENTERLINE OF KLEINART ROAD,  0.15 MI  SOUTH OF RAMSEY ROAD, 17.4 M
 DH5582'SOUTHWEST OF A WOOD POST FOR A --T  INTERSECTION-- SIGN, 17 M NORTH OF
 DH5582'A FIELD ENTRANCE, 5 M EAST OF A CULTIVATED FIELD, 1.0  M EAST,
 DH5582'SOUTHWEST, NORTHWEST OF THREE ORANGE 4X4 PLASTIC WITNESS POSTS AND 0.3
 DH5582'M EAST OF A YELLOW METAL WITNESS POST.  ---NOTE---THIS  STATION HAS NO
 DH5582'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE
 DH5582'HORIZON.
 DH5582
 DH5582                          STATION RECOVERY (2005)
 DH5582
 DH5582'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5582'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1332 ***********************************************************************
 OM1332  DESIGNATION -  LEIPSIG GPS
 OM1332  PID         -  OM1332
 OM1332  STATE/COUNTY-  WI/DODGE
 OM1332  USGS QUAD   -  BEAVER DAM (1980)
 OM1332
 OM1332                         *CURRENT SURVEY CONTROL
 OM1332  ___________________________________________________________________
 OM1332* NAD 83(1997)-  43 23 36.26286(N)    088 51 30.87062(W)     ADJUSTED  
 OM1332* NAVD 88     -       253.     (meters)     830.     (feet)  SCALED    
 OM1332  ___________________________________________________________________
 OM1332  X           -      92,473.931 (meters)                     COMP
 OM1332  Y           -  -4,641,273.671 (meters)                     COMP
 OM1332  Z           -   4,359,513.639 (meters)                     COMP
 OM1332  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 OM1332  ELLIP HEIGHT-         218.12  (meters)          (08/01/05) GPS OBS
 OM1332  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 OM1332  OBS GRAVITY -     980,371.6   (mgal)                       GRAV_OBS
 OM1332
 OM1332  HORZ ORDER  -  FIRST
 OM1332  ELLP ORDER  -  SECOND    CLASS I
 OM1332
 OM1332.The horizontal coordinates were established by GPS observations
 OM1332.and adjusted by the WI DEPT OF TRANSP in August 2005..
 OM1332
 OM1332.The orthometric height was scaled from a topographic map.
 OM1332
 OM1332.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1332
 OM1332.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1332
 OM1332.The ellipsoidal height was determined by GPS observations
 OM1332.and is referenced to NAD 83.
 OM1332
 OM1332.The geoid height was determined by GEOID03.
 OM1332.The observed gravity was obtained from relative gravimeter ties
 OM1332.to the IGSN71 gravity network.
 OM1332
 OM1332;                    North         East     Units Scale Factor Converg.
 OM1332;SPC WI S     -   155,426.901   692,467.766   MT  0.99993256   +0 47 03.4
 OM1332;SPC WI S     -   509,929.76  2,271,871.33   sFT  0.99993256   +0 47 03.4
 OM1332;UTM  16      - 4,806,180.908   349,479.143   MT  0.99987870   -1 16 37.5
 OM1332
 OM1332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1332!SPC WI S     -   0.99996580  x   0.99993256  =   0.99989836
 OM1332!UTM  16      -   0.99996580  x   0.99987870  =   0.99984450
 OM1332
 OM1332                          SUPERSEDED SURVEY CONTROL
 OM1332
 OM1332.No superseded survey control is available for this station.
 OM1332
 OM1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4947906181(NAD 83)
 OM1332_MARKER: DD = SURVEY DISK
 OM1332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1332_SP_SET: CONCRETE POST
 OM1332_STAMPING: LEIPSIG GPS 1992
 OM1332_MARK LOGO: WI-027
 OM1332_PROJECTION: FLUSH
 OM1332_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM1332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1332+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2003
 OM1332
 OM1332  HISTORY     - Date     Condition        Report By
 OM1332  HISTORY     - 1992     MONUMENTED       WI-027
 OM1332  HISTORY     - 19931122 GOOD             WIDT
 OM1332  HISTORY     - 20030806 GOOD             WIDT
 OM1332
 OM1332                          STATION DESCRIPTION
 OM1332
 OM1332'DESCRIBED BY WI DEPT OF TRANSP 1993
 OM1332'STATION IS PART OF GRAVITY DENSIFICATION PROJECT, LOCATED IN WIDOT
 OM1332'DODGE COUNTY GRID REFERENCE I5, ABOUT 7.5 KM (4.65 MI) SOUTH OF
 OM1332'BEAVER DAM, IN THE NORTHWEST CORNER OF THE SOUTHWEST 1/4 OF SECTION
 OM1332'29, T11N, R14E, ON HIGHWAY RIGHT OF WAY.  CONTACT DODGE COUNTY
 OM1332'SURVEYORS OFFICE AT 414-386-3770 CONCERNING STATION COORDINATES.
 OM1332'TO REACH THE STATION FROM INTERSECTION OF COUNTY TRUNK HIGHWAYS S AND
 OM1332'G, GO SOUTHEAST ON COUNTY TRUNK HIGHWAY G FOR 0.95 KM (0.60 MI) TO
 OM1332'THE STATION ON THE LEFT IN THE NORTHWEST VISION CORNER OF THE
 OM1332'JUNCTION OF BARSTOW ROAD.
 OM1332'STATION IS A BRASS DISK IN TOP OF A 45 CM ROUND CONCRETE MONUMENT
 OM1332'FLUSH WITH THE GROUND. IT IS 16.8 M (55.1 FT) WEST FROM THE CENTER OF
 OM1332'BARSTOW ROAD, 1.1 M (3.6 FT) SOUTH FROM THE RIGHT-OF-WAY FENCE AND
 OM1332'0.4 M (1.3 FT) SOUTH FROM A WHITE PLASTIC T-POST.
 OM1332
 OM1332                          STATION RECOVERY (2003)
 OM1332
 OM1332'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 OM1332'OWNERSHIP--DODGE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 OM1332'COUNTY  HIGHWAY G WITH COUNTY HIGHWAY S ABOUT 4 MI SOUTH OF THE CITY
 OM1332'OF BEAVER DAM, GO  SOUTH ON COUNTY HIGHWAY G FOR 0.6 MI TO BARSTOW
 OM1332'ROAD ON THE LEFT, TURN LEFT AND GO  NORTH ON BARSTOW ROAD FOR 0.05 MI
 OM1332'TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE  DODGE COUNTY
 OM1332'GEODEDIC CONTROL MARKER DISK SET IN THE TOP OF A 45-CM DIAMETER
 OM1332'CONCRETE  POST ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS
 OM1332'16.5 M WEST OF THE  CENTERLINE OF BARSTOW ROAD, 56.8 M NORTHEAST OF
 OM1332'THE CENTERLINE OF COUNTY HIGHWAY G,  1 M SOUTH OF A WIRE FENCE, AND
 OM1332'1.0 M NORTH, SOUTHEAST, SOUTHWEST OF THREE ORANGE 4X4  PLASTIC WITNESS
 OM1332'POSTS.  ---NOTE---THIS  STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 OM1332'HIGHER THAN 10 DEGREES ABOVE THE  HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0817 ***********************************************************************
 ON0817  DESIGNATION -  LEITNER 2
 ON0817  PID         -  ON0817
 ON0817  STATE/COUNTY-  WI/CRAWFORD
 ON0817  USGS QUAD   -  EASTMAN (1983)
 ON0817
 ON0817                         *CURRENT SURVEY CONTROL
 ON0817  ___________________________________________________________________
 ON0817* NAD 83(1991)-  43 13 19.57440(N)    091 02 53.47262(W)     ADJUSTED  
 ON0817* NAVD 88     -       362.     (meters)    1188.     (feet)  SCALED    
 ON0817  ___________________________________________________________________
 ON0817  LAPLACE CORR-          -6.82  (seconds)                    DEFLEC99
 ON0817  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 ON0817
 ON0817  HORZ ORDER  -  THIRD
 ON0817
 ON0817.The horizontal coordinates were established by classical geodetic methods
 ON0817.and adjusted by the National Geodetic Survey in March 1999..
 ON0817.No horizontal observational check was made to the station.
 ON0817
 ON0817.The orthometric height was scaled from a topographic map.
 ON0817
 ON0817.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0817
 ON0817.The geoid height was determined by GEOID03.
 ON0817
 ON0817;                    North         East     Units Scale Factor Converg.
 ON0817;SPC WI S     -   136,299.013   514,845.900   MT  0.99993741   -0 43 12.8
 ON0817;SPC WI S     -   447,174.35  1,689,123.59   sFT  0.99993741   -0 43 12.8
 ON0817;SPC IA N     - 1,194,179.671 1,699,172.128   MT  0.99999216   +1 39 42.1
 ON0817;UTM  15      - 4,787,328.943   658,516.810   MT  0.99990911   +1 20 13.0
 ON0817
 ON0817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0817!SPC WI S     -   0.99994825  x   0.99993741  =   0.99988566
 ON0817!SPC IA N     -   0.99994825  x   0.99999216  =   0.99994041
 ON0817!UTM  15      -   0.99994825  x   0.99990911  =   0.99985736
 ON0817
 ON0817|---------------------------------------------------------------------|
 ON0817| PID    Reference Object                     Distance      Geod. Az  |
 ON0817|                                                           dddmmss.s |
 ON0817| ON0814 LEITNER                              19.365 METERS 10510     |
 ON0817| CI5869 LEITNER RM 2                         13.975 METERS 14810     |
 ON0817| CI5871 LEITNER 2 RM 3                        7.925 METERS 23854     |
 ON0817| CI5870 LEITNER 2 AZ MK                                    3342538.7 |
 ON0817|---------------------------------------------------------------------|
 ON0817
 ON0817                          SUPERSEDED SURVEY CONTROL
 ON0817
 ON0817  NAD 83(1991)-  43 13 19.57201(N)    091 02 53.47249(W) AD(       ) 3
 ON0817  NAD 83(1986)-  43 13 19.56796(N)    091 02 53.47271(W) AD(       ) 3
 ON0817  NAD 27      -  43 13 19.64150(N)    091 02 53.00933(W) AD(       ) 3
 ON0817
 ON0817.Superseded values are not recommended for survey control.
 ON0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0817.See file dsdata.txt to determine how the superseded data were derived.
 ON0817
 ON0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH5851787329(NAD 83)
 ON0817_MARKER: DS = TRIANGULATION STATION DISK
 ON0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0817_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ON0817
 ON0817  HISTORY     - Date     Condition        Report By
 ON0817  HISTORY     - 1969     MONUMENTED       CGS
 ON0817
 ON0817                          STATION DESCRIPTION
 ON0817
 ON0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 ON0817'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF LYNXVILLE, ABOUT
 ON0817'5 MILES SOUTHWEST OF SENECA AND ON THE PROPERTY OF MR. M.F. FOLEY.
 ON0817'IT IS 61 FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD, 2
 ON0817'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A CORN CRIB AND A
 ON0817'METAL WITNESS POST, 97 FEET WEST OF THE CENTERLINE OF COUNTY
 ON0817'ROAD F AND 64 FEET NORTHEAST OF A TELEPHONE POLE.  THE MONUMENT
 ON0817'IS FLUSH AND THE DISK IS STAMPED LEITNER 2 1969.
 ON0817'
 ON0817'TO REACH THE STATION FROM THE POST OFFICE AND MAIN INTERSECTION
 ON0817'IN SENECA, GO SOUTH ON STATE HIGHWAY 27 FOR 5.2 MILES TO THE
 ON0817'JUNCTION OF COUNTY ROAD F.  TURN RIGHT ON ROAD F AND GO
 ON0817'WESTERLY FOR 2.05 MILES TO THE STATION ON THE LEFT.  CONTINUE
 ON0817'NORTH AND WEST ON ROAD F FOR 0.45 MILE TO THE AZIMUTH MARK ON
 ON0817'THE LEFT.
 ON0817'
 ON0817'REFERENCE MARK 2 IS 15 FEET NORTH OF THE CENTERLINE OF THE
 ON0817'GRAVELED ROAD, 70 FEET WEST OF THE CENTERLINE OF ROAD F AND
 ON0817'50 FEET EAST OF A TELEPHONE POLE.  THE MONUMENT IS FLUSH
 ON0817'AND THE DISK IS STAMPED LEITNER NO 2 1958.
 ON0817'
 ON0817'REFERENCE MARK 3 IS 61 FEET NORTH OF THE CENTERLINE OF THE
 ON0817'GRAVELED ROAD, 1 FOOT SOUTH OF THE SOUTHWEST CORNER OF THE CRIB,
 ON0817'47 FEET NORTHEAST OF THE TELEPHONE POLE AND 123 FEET WEST
 ON0817'OF THE CENTERLINE OF THE ROAD.  THE MONUMENT IS FLUSH AND THE
 ON0817'DISK IS STAMPED LEITNER 2 NO 3 1969.
 ON0817'
 ON0817'THE AZIMUTH MARK IS 25 FEET SOUTH OF THE CENTERLINE OF THE
 ON0817'ROAD, 54 FEET SOUTH OF A FENCE CORNER, 15 FEET NORTH OF A FENCE,
 ON0817'1 FOOT EAST OF A METAL WITNESS POST AND 160 FEET WEST OF THE
 ON0817'CENTERLINE OF A DRIVEWAY TO A GARAGE.  THE MONUMENT PROJECTS
 ON0817'5 INCHES AND THE DISK IS STAMPED LEITNER 2 1969.
 ON0817'
 ON0817'NO MEASUREMENT BETWEEN R.M.S, FARM EQUIPMENT ON LINE.
 ON0817'
 ON0817'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0168 ***********************************************************************
 QN0168  DESIGNATION -  LEM
 QN0168  PID         -  QN0168
 QN0168  STATE/COUNTY-  WI/SAWYER
 QN0168  USGS QUAD   -  COUDERAY (1971)
 QN0168
 QN0168                         *CURRENT SURVEY CONTROL
 QN0168  ___________________________________________________________________
 QN0168* NAD 83(1991)-  45 46 02.18842(N)    091 21 36.70670(W)     ADJUSTED  
 QN0168* NAVD 88     -       401.204  (meters)    1316.28   (feet)  ADJUSTED  
 QN0168  ___________________________________________________________________
 QN0168  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 QN0168  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 QN0168  DYNAMIC HT  -         401.181 (meters)    1316.21  (feet)  COMP
 QN0168  MODELED GRAV-     980,548.7   (mgal)                       NAVD 88
 QN0168
 QN0168  HORZ ORDER  -  FIRST
 QN0168  VERT ORDER  -  FIRST     CLASS II
 QN0168
 QN0168.The horizontal coordinates were established by classical geodetic methods
 QN0168.and adjusted by the National Geodetic Survey in March 1999..
 QN0168
 QN0168.The orthometric height was determined by differential leveling
 QN0168.and adjusted by the National Geodetic Survey in June 1991..
 QN0168
 QN0168.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0168
 QN0168.The geoid height was determined by GEOID03.
 QN0168
 QN0168.The dynamic height is computed by dividing the NAVD 88
 QN0168.geopotential number by the normal gravity value computed on the
 QN0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0168.degrees latitude (g = 980.6199 gals.).
 QN0168
 QN0168.The modeled gravity was interpolated from observed gravity values.
 QN0168
 QN0168;                    North         East     Units Scale Factor Converg.
 QN0168;SPC WI N     -    67,659.642   494,202.223   MT  0.99996964   -0 58 52.3
 QN0168;SPC WI N     -   221,980.01  1,621,395.13   sFT  0.99996964   -0 58 52.3
 QN0168;UTM  15      - 5,069,498.147   627,504.636   MT  0.99979987   +1 10 30.3
 QN0168
 QN0168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0168!SPC WI N     -   0.99994179  x   0.99996964  =   0.99991143
 QN0168!UTM  15      -   0.99994179  x   0.99979987  =   0.99974167
 QN0168
 QN0168|---------------------------------------------------------------------|
 QN0168| PID    Reference Object                     Distance      Geod. Az  |
 QN0168|                                                           dddmmss.s |
 QN0168| QN0331 LEM RM 2                             29.662 METERS 04647     |
 QN0168| CJ5241 LEM RM                               14.770 METERS 10519     |
 QN0168| QN0167 BEVERLY                             APPROX. 2.3 KM 3232623.0 |
 QN0168| QN0330 LEM RM 1                             31.976 METERS 32439     |
 QN0168|---------------------------------------------------------------------|
 QN0168
 QN0168                          SUPERSEDED SURVEY CONTROL
 QN0168
 QN0168  NAD 83(1991)-  45 46 02.18945(N)    091 21 36.70602(W) AD(       ) 1
 QN0168  NAD 83(1986)-  45 46 02.18621(N)    091 21 36.70077(W) AD(       ) 1
 QN0168  NAD 27      -  45 46 02.34400(N)    091 21 36.11900(W) AD(       ) 1
 QN0168  NGVD 29 (??/??/92)  401.222  (m)         1316.34   (f) ADJ UNCH    1 2
 QN0168
 QN0168.Superseded values are not recommended for survey control.
 QN0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0168.See file dsdata.txt to determine how the superseded data were derived.
 QN0168
 QN0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL2750569498(NAD 83)
 QN0168_MARKER: DS = TRIANGULATION STATION DISK
 QN0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0168_STAMPING: LEM 1921
 QN0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0168+STABILITY: SURFACE MOTION
 QN0168
 QN0168  HISTORY     - Date     Condition        Report By
 QN0168  HISTORY     - 1921     MONUMENTED       CGS
 QN0168  HISTORY     - 1922     GOOD             NGS
 QN0168  HISTORY     - 1934     GOOD             NGS
 QN0168  HISTORY     - 1952     GOOD             CGS
 QN0168  HISTORY     - 1952     GOOD             CGS
 QN0168  HISTORY     - 1979     GOOD             NGS
 QN0168
 QN0168                          STATION DESCRIPTION
 QN0168
 QN0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0168'STATION IS ABOUT 3/4 MILE N OF LEMINGTON, ON THE E SIDE OF THE
 QN0168'TRACK OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 QN0168'RAILWAY, ON THE EXTENSION OF THE E RAIL FROM THE S ON THE FIRST
 QN0168'CURVE N OF LEMINGTON.  IT IS 175 METERS N OF THE POINT OF
 QN0168'TANGENCY OF THE SAID CURVE, 120 METERS N OF RAILROAD BRIDGE
 QN0168'K377A, 6.03 METERS (19.79 FEET) E OF RAIL.
 QN0168'
 QN0168'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 QN0168'DISKS SET IN CONCRETE.
 QN0168
 QN0168                          STATION RECOVERY (1922)
 QN0168
 QN0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 QN0168'0.8 MI N FROM LEMINGTON.
 QN0168'3/4 MILE NORTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QN0168'MARIE RAILROAD FROM LEMINGTON, SAWYER COUNTY, 192 YARDS NORTH
 QN0168'OF THE SOUTH POINT OF TANGENCY OF THE FIRST CURVE NORTH OF THE
 QN0168'STATION, 131 YARDS NORTH OF BRIDGE K 377 A, IN LINE WITH THE
 QN0168'EAST RAIL OF THE SOUTH TANGENT, AND 19.8 FEET EAST OF THE EAST
 QN0168'RAIL.  A STANDARD TRIANGULATION-STATION DISK, STAMPED LEM 1921
 QN0168'AND SET IN THE TOP OF A CONCRETE POST.
 QN0168
 QN0168                          STATION RECOVERY (1934)
 QN0168
 QN0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QN0168'RECOVERED IN GOOD CONDITION.
 QN0168
 QN0168                          STATION RECOVERY (1952)
 QN0168
 QN0168'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QN0168'STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 QN0168'IT IS 20.15 FEET E OF THE E RAIL AND ABOUT 85 METERS S OF A
 QN0168'PUBLIC ROAD CROSSING.  THE REFERENCE MARK WAS NOT SEARCHED
 QN0168'FOR.
 QN0168'
 QN0168'THIS IS A TRAVERSE STATION.
 QN0168
 QN0168                          STATION RECOVERY (1952)
 QN0168
 QN0168'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QN0168'THE STATION WAS RECOVERED AS DESCRIBED AND THE MARK WAS FOUND IN
 QN0168'VERY GOOD CONDITION.  TWO NEW REFERENCE MARKS WERE SET AND
 QN0168'STATION BEVERLY WAS USED AS THE AZIMUTH MARK.  A COMPLETE
 QN0168'NEW DESCRIPTION FOLLOWS.
 QN0168'
 QN0168'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHWEST OF COUDERAY,
 QN0168'3/4 MILE NORTH OF LEMINGTON, 1/3 MILE WEST OF COUNTY ROAD
 QN0168'C AND 131 YARDS NORTH OF RAILROAD BRIDGE K 377 A.
 QN0168'
 QN0168'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27
 QN0168'AND COUNTY ROAD D, WHICH IS 15.2 MILES NORTH OF LADYSMITH, GO
 QN0168'WEST ON COUNTY ROAD D FOR 4.0 MILES TO THE JUNCTION WITH STATE
 QN0168'HIGHWAY 40, CONTINUE WEST ON COUNTY ROAD D FOR 1.5 MILES TO THE
 QN0168'VILLAGE OF EXELAND, CONTINUE NORTHWEST ON COUNTY ROAD D FOR
 QN0168'1.8 MILES TO THE VILLAGE OF WEINGAR, CONTINUE WEST ON COUNTY
 QN0168'ROAD D FOR 4.9 MILES TO THE JUNCTION OF COUNTY ROADS D AND C,
 QN0168'TURN RIGHT ON COUNTY ROAD C AND GO NORTH FOR 5.1 MILES TO THE
 QN0168'RAILROAD CROSSING IN LEMINGTON, CONTINUE NORTH ON COUNTY ROAD
 QN0168'C FOR 0.7 MILE TO A SIDE ROAD LEFT, 100 YARDS NORTH OF A
 QN0168'REVERSE Y, TURN LEFT AND GO WEST FOR 0.3 MILE TO A RAILROAD
 QN0168'CROSSING AND THE STATION 250 FEET TO THE LEFT, SOUTH.
 QN0168'
 QN0168'THE STATION MARK, STAMPED LEM 1921, IS A STANDARD DISK SET IN
 QN0168'A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS 44.5
 QN0168'FEET NORTHWEST OF A TELEGRAPH POLE, 20.1 FEET EAST OF THE EAST
 QN0168'RAIL OF THE RAILROAD AND AT THE SAME ELEVATION AS THE RAILROAD
 QN0168'BED.
 QN0168'
 QN0168'REFERENCE MARK NO. 1, STAMPED LEM NO 1 1921, IS A STANDARD
 QN0168'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.
 QN0168'IT IS 150 FEET SOUTH OF THE RAILROAD CROSSING, 36 FEET NORTHWEST
 QN0168'OF A TELEGRAPH POLE AND 21 FEET EAST OF THE EAST RAIL OF
 QN0168'THE RAILROAD.
 QN0168'
 QN0168'REFERENCE MARK NO. 2, STAMPED LEM NO 2 1921, IS A STANDARD
 QN0168'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.
 QN0168'IT IS 117.5 FEET EAST OF THE EAST RAIL OF THE RAILROAD AND
 QN0168'AT ABOUT THE SAME ELEVATION AS THE RAILROAD BED.
 QN0168'
 QN0168'LEVEL STATION BEVERLY WAS USED AS THE AZIMUTH MARK.  THIS MARK
 QN0168'IS A STANDARD TRIANGULATION DISK, STAMPED BEVERLY 1921, SET IN
 QN0168'A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS 22 FEET
 QN0168'WEST OF THE WEST RAIL OF THE RAILROAD, 6 FEET HIGHER THAN
 QN0168'THE RAILROAD BED AND AT THE SOUTH END OF A DEEP CUT.
 QN0168
 QN0168                          STATION RECOVERY (1979)
 QN0168
 QN0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 QN0168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0330 ***********************************************************************
 QN0330  DESIGNATION -  LEM RM 1
 QN0330  PID         -  QN0330
 QN0330  STATE/COUNTY-  WI/SAWYER
 QN0330  USGS QUAD   -  COUDERAY (1971)
 QN0330
 QN0330                         *CURRENT SURVEY CONTROL
 QN0330  ___________________________________________________________________
 QN0330* NAD 83(1997)-  45 46 03.03094(N)    091 21 37.55696(W)     ADJUSTED  
 QN0330* NAVD 88     -       400.884  (meters)    1315.23   (feet)  ADJUSTED  
 QN0330  ___________________________________________________________________
 QN0330  X           -    -105,820.293 (meters)                     COMP
 QN0330  Y           -  -4,455,874.699 (meters)                     COMP
 QN0330  Z           -   4,547,524.920 (meters)                     COMP
 QN0330  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 QN0330  ELLIP HEIGHT-         371.03  (meters)          (12/26/02) GPS OBS
 QN0330  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 QN0330  DYNAMIC HT  -         400.861 (meters)    1315.16  (feet)  COMP
 QN0330  MODELED GRAV-     980,548.6   (mgal)                       NAVD 88
 QN0330
 QN0330  HORZ ORDER  -  FIRST
 QN0330  VERT ORDER  -  FIRST     CLASS II
 QN0330  ELLP ORDER  -  THIRD     CLASS II
 QN0330
 QN0330.The horizontal coordinates were established by GPS observations
 QN0330.and adjusted by the National Geodetic Survey in December 2002..
 QN0330
 QN0330.The orthometric height was determined by differential leveling
 QN0330.and adjusted by the National Geodetic Survey in June 1991..
 QN0330
 QN0330.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QN0330
 QN0330.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0330
 QN0330.The ellipsoidal height was determined by GPS observations
 QN0330.and is referenced to NAD 83.
 QN0330
 QN0330.The geoid height was determined by GEOID03.
 QN0330
 QN0330.The dynamic height is computed by dividing the NAVD 88
 QN0330.geopotential number by the normal gravity value computed on the
 QN0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0330.degrees latitude (g = 980.6199 gals.).
 QN0330
 QN0330.The modeled gravity was interpolated from observed gravity values.
 QN0330
 QN0330;                    North         East     Units Scale Factor Converg.
 QN0330;SPC WI N     -    67,685.964   494,184.299   MT  0.99996961   -0 58 53.0
 QN0330;SPC WI N     -   222,066.37  1,621,336.32   sFT  0.99996961   -0 58 53.0
 QN0330;UTM  15      - 5,069,523.771   627,485.738   MT  0.99979981   +1 10 29.8
 QN0330
 QN0330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0330!SPC WI N     -   0.99994184  x   0.99996961  =   0.99991145
 QN0330!UTM  15      -   0.99994184  x   0.99979981  =   0.99974166
 QN0330
 QN0330                          SUPERSEDED SURVEY CONTROL
 QN0330
 QN0330  NAD 83(1991)-  45 46 03.03055(N)    091 21 37.55571(W) AD(       ) 1
 QN0330  ELLIP H (04/30/98)  371.04   (m)                       GP(       ) 3 2
 QN0330  NAVD 88 (04/30/98)  400.88   (m)         1315.2    (f) LEVELING    3  
 QN0330
 QN0330.Superseded values are not recommended for survey control.
 QN0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0330.See file dsdata.txt to determine how the superseded data were derived.
 QN0330
 QN0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL2748669524(NAD 83)
 QN0330_MARKER: DR = REFERENCE MARK DISK
 QN0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0330_SP_SET: CONCRETE POST
 QN0330_STAMPING: LEM NO 1 1921
 QN0330_MARK LOGO: CGS   
 QN0330_PROJECTION: PROJECTING 5 CENTIMETERS
 QN0330_MAGNETIC: N = NO MAGNETIC MATERIAL
 QN0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0330+STABILITY: SURFACE MOTION
 QN0330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QN0330+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2004
 QN0330
 QN0330  HISTORY     - Date     Condition        Report By
 QN0330  HISTORY     - 1952     MONUMENTED       CGS
 QN0330  HISTORY     - 1979     GOOD             NGS
 QN0330  HISTORY     - 19960911 GOOD             WI-113
 QN0330  HISTORY     - 20041206 GOOD             WOOLPT
 QN0330
 QN0330                          STATION DESCRIPTION
 QN0330
 QN0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 QN0330'4.45 MI WEST FROM COUDERAY.
 QN0330'2.15 MILES WEST ALONG STATE HIGHWAY 27 FROM THE POST OFFICE IN
 QN0330'COUDERAY, THENCE 1.95 MILES SOUTH ALONG COUNTY ROAD C, THENCE
 QN0330'0.35 MILE WEST ALONG ORTWIG LANE, 0.75 MILE NORTH ALONG THE SOO LINE
 QN0330'RAILROAD FROM THE JUNCTION OF COUNTY ROAD C IN LEMINGTON, 150 FT.
 QN0330'SOUTH OF THE CENTER OF THE RAILROAD CROSSING, 36.0 FT. NORTHWEST OF A
 QN0330'POWERLINE POLE, 21.0 FT. EAST OF THE EAST RAIL, 102 FT. NORTHWEST OF
 QN0330'TRIANGULATION STATION LEM.
 QN0330'THE MARK IS 1 FT  S FROM A WITNESS POST.
 QN0330'THE MARK IS 2 FT ABOVE THE TRACKS.
 QN0330
 QN0330                          STATION RECOVERY (1996)
 QN0330
 QN0330'RECOVERY NOTE BY SAWYER COUNTY WISCONSIN 1996 (RLP)
 QN0330'RECOVERED AS DESCRIBED.  STATION IS LOCATED ABOUT 19 MI (30.6 KM)
 QN0330'SOUTHEAST OF HAYWARD, IN THE NE1/4-NE1/4, SECTION 21, T38N, R8W.  TO
 QN0330'REACH THE STATION FROM HAYWARD AT THE JUNCTION OF U.S.H.  63 AND
 QN0330'S.T.H.  27.  GO SOUTHEASTERLY ON S.T.H.  27, 21.7 MI (34.9 KM) TO THE
 QN0330'JUNCTION WITH C.T.H.  C, TURN RIGHT AND SOUTH ON C.T.H.  C, GO 1.9 MI
 QN0330'(3.1 KM) TO THE JUNCTION WITH ORTWIG LANE, TURN RIGHT AND WEST ON
 QN0330'ORTWIG LANE, GO 0.35 MI (0.56 KM) TO THE JUNCTION WITH THE WISCONSIN
 QN0330'CENTAL RAILROAD, TURN LEFT AND SOUTHEASTERLY ALONG THE EASTERLY SIDE
 QN0330'OF THE RAILROAD TRACKS, GO 180 FT (54.9 M) TO STATION.  STATION IS
 QN0330'LOCATED 21 FT (6.4 M) NORTHEASTERLY FROM CENTERLINE OF THE RAILROAD
 QN0330'TRACKS, 2.0 FT (0.6 M) NORTH OF A CARSONITE WITNESS POST AND 2.2 FT
 QN0330'(0.7 M) EAST OF A CARSONITE WITNESS POST.
 QN0330
 QN0330                          STATION RECOVERY (2004)
 QN0330
 QN0330'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (BJM)
 QN0330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0331 ***********************************************************************
 QN0331  DESIGNATION -  LEM RM 2
 QN0331  PID         -  QN0331
 QN0331  STATE/COUNTY-  WI/SAWYER
 QN0331  USGS QUAD   -  COUDERAY (1971)
 QN0331
 QN0331                         *CURRENT SURVEY CONTROL
 QN0331  ___________________________________________________________________
 QN0331* NAD 83(1986)-  45 46 02.     (N)    091 21 38.     (W)     SCALED    
 QN0331* NAVD 88     -       401.462  (meters)    1317.13   (feet)  ADJUSTED  
 QN0331  ___________________________________________________________________
 QN0331  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 QN0331  DYNAMIC HT  -         401.440 (meters)    1317.06  (feet)  COMP
 QN0331  MODELED GRAV-     980,548.7   (mgal)                       NAVD 88
 QN0331
 QN0331  VERT ORDER  -  FIRST     CLASS II
 QN0331
 QN0331.The horizontal coordinates were scaled from a topographic map and have
 QN0331.an estimated accuracy of +/- 6 seconds.
 QN0331
 QN0331.The orthometric height was determined by differential leveling
 QN0331.and adjusted by the National Geodetic Survey in June 1991..
 QN0331
 QN0331.The geoid height was determined by GEOID03.
 QN0331
 QN0331.The dynamic height is computed by dividing the NAVD 88
 QN0331.geopotential number by the normal gravity value computed on the
 QN0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0331.degrees latitude (g = 980.6199 gals.).
 QN0331
 QN0331.The modeled gravity was interpolated from observed gravity values.
 QN0331
 QN0331;                    North         East    Units  Estimated Accuracy
 QN0331;SPC WI N     -    67,650.      494,170.      MT  (+/- 180 meters Scaled)
 QN0331
 QN0331                          SUPERSEDED SURVEY CONTROL
 QN0331
 QN0331.No superseded survey control is available for this station.
 QN0331
 QN0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL274694(NAD 83)
 QN0331_MARKER: DR = REFERENCE MARK DISK
 QN0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0331_SP_SET: CONCRETE POST
 QN0331_STAMPING: LEM NO 2 1921
 QN0331_PROJECTION: PROJECTING 15 CENTIMETERS
 QN0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0331+STABILITY: SURFACE MOTION
 QN0331
 QN0331  HISTORY     - Date     Condition        Report By
 QN0331  HISTORY     - 1952     MONUMENTED       CGS
 QN0331  HISTORY     - 1979     GOOD             NGS
 QN0331  HISTORY     - 20041028 MARK NOT FOUND   WIDT
 QN0331
 QN0331                          STATION DESCRIPTION
 QN0331
 QN0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 QN0331'4.45 MI WEST FROM COUDERAY.
 QN0331'2.15 MILES WEST ALONG STATE HIGHWAY 27 FROM THE POST OFFICE IN
 QN0331'COUDERAY, THENCE 1.95 MILES SOUTH ALONG COUNTY ROAD C, THENCE
 QN0331'0.35 MILE WEST ALONG ORTWIG LANE, 0.75 MILE NORTH ALONG THE SOO LINE
 QN0331'RAILROAD FROM THE JUNCTION OF COUNTY ROAD C IN LEMINGTON, 117 FT.
 QN0331'EAST OF THE EAST RAIL, 97.0 FT. NORTHEAST OF TRIANGULATION STATION
 QN0331'LEM.
 QN0331'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 QN0331
 QN0331                          STATION RECOVERY (2004)
 QN0331
 QN0331'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0331'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5469 ***********************************************************************
 DH5469  DESIGNATION -  LEMONWEIR E GPS
 DH5469  PID         -  DH5469
 DH5469  STATE/COUNTY-  WI/JUNEAU
 DH5469  USGS QUAD   -  ROUND BLUFF (1983)
 DH5469
 DH5469                         *CURRENT SURVEY CONTROL
 DH5469  ___________________________________________________________________
 DH5469* NAD 83(1997)-  43 46 00.52559(N)    089 58 29.83460(W)     ADJUSTED  
 DH5469* NAVD 88     -                                                        
 DH5469  ___________________________________________________________________
 DH5469  X           -       2,016.765 (meters)                     COMP
 DH5469  Y           -  -4,613,606.692 (meters)                     COMP
 DH5469  Z           -   4,389,580.707 (meters)                     COMP
 DH5469  LAPLACE CORR-          -4.07  (seconds)                    DEFLEC99
 DH5469  ELLIP HEIGHT-         236.16  (meters)          (08/01/05) GPS OBS
 DH5469  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 DH5469
 DH5469  HORZ ORDER  -  FIRST
 DH5469  ELLP ORDER  -  SECOND    CLASS I
 DH5469
 DH5469.The horizontal coordinates were established by GPS observations
 DH5469.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5469
 DH5469
 DH5469.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5469
 DH5469.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5469
 DH5469.The ellipsoidal height was determined by GPS observations
 DH5469.and is referenced to NAD 83.
 DH5469
 DH5469.The geoid height was determined by GEOID03.
 DH5469
 DH5469;                    North         East     Units Scale Factor Converg.
 DH5469;SPC WI S     -   196,278.764   602,016.596   MT  0.99995287   +0 01 02.0
 DH5469;SPC WI S     -   643,957.91  1,975,116.12   sFT  0.99995287   +0 01 02.0
 DH5469;UTM  16      - 4,850,275.851   260,548.749   MT  1.00030529   -2 03 31.8
 DH5469;UTM  15      - 4,850,422.020   743,483.264   MT  1.00032925   +2 05 36.7
 DH5469
 DH5469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5469!SPC WI S     -   0.99996297  x   0.99995287  =   0.99991584
 DH5469!UTM  16      -   0.99996297  x   1.00030529  =   1.00026825
 DH5469!UTM  15      -   0.99996297  x   1.00032925  =   1.00029221
 DH5469
 DH5469                          SUPERSEDED SURVEY CONTROL
 DH5469
 DH5469.No superseded survey control is available for this station.
 DH5469
 DH5469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP6054950276(NAD 83)
 DH5469_MARKER: DD = SURVEY DISK
 DH5469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5469_STAMPING: LEMONWEIR E GPS 2004
 DH5469_MARK LOGO: WIDT  
 DH5469_PROJECTION: FLUSH
 DH5469_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5469+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH5469
 DH5469  HISTORY     - Date     Condition        Report By
 DH5469  HISTORY     - 2003     MONUMENTED       WIDT
 DH5469  HISTORY     - 20051228 GOOD             WIDT
 DH5469
 DH5469                          STATION DESCRIPTION
 DH5469
 DH5469'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5469'OWNERSHIP--JUNEAU COUNTY.  TO REACH THE STATION FROM THE  JUNCTION OF
 DH5469'US HIGHWAY 12 AND STATE HIGHWAY 16 WITH COUNTY HIGHWAY N ABOUT 0.5 MI
 DH5469'SOUTHEAST OF THE CITY OF MAUSTON, GO EASTERLY ON COUNTY HIGHWAY N FOR
 DH5469'4.5 MI TO WHERE  COUNTY HIGHWAY N GOES SOUTH AND 53RD STREET GOES
 DH5469'STRAIGHT AHEAD, TURN RIGHT AND  CONTINUE ON COUNTY HIGHWAY N FOR 0.5
 DH5469'MI TO 55TH STREET AND THE STATION ON THE LEFT. THE  STATION IS A
 DH5469'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC  SURVEY CONTROL
 DH5469'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT
 DH5469'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 10.2 M EAST OF THE
 DH5469'CENTERLINE OF  COUNTY HIGHWAY N, 16.8 M SOUTH OF THE CENTERLINE OF
 DH5469'55TH STREET, 7.6 M SOUTH-SOUTHEAST  OF TELEPHONE PEDESTAL --1504--, 1
 DH5469'M WEST OF  A CULTIVATED FIELD, 1.0 M NORTH OF AN  ORANGE 4X4  PLASTIC
 DH5469'WITNESS POST AND 1.0 M SOUTH OF AN  ORANGE 4X4  PLASTIC WITNESS POST.
 DH5469'---NOTE---THIS  STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER
 DH5469'THAN 20 DEGREES ABOVE THE HORIZON.
 DH5469
 DH5469                          STATION RECOVERY (2005)
 DH5469
 DH5469'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5469'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5190 ***********************************************************************
 DH5190  DESIGNATION -  LEMONWEIR S GPS
 DH5190  PID         -  DH5190
 DH5190  STATE/COUNTY-  WI/JUNEAU
 DH5190  USGS QUAD   -  POTATO HILL (1975)
 DH5190
 DH5190                         *CURRENT SURVEY CONTROL
 DH5190  ___________________________________________________________________
 DH5190* NAD 83(1997)-  43 44 25.79066(N)    090 00 18.61392(W)     ADJUSTED  
 DH5190* NAVD 88     -                                                        
 DH5190  ___________________________________________________________________
 DH5190  X           -       -,416.527 (meters)                     COMP
 DH5190  Y           -  -4,615,628.454 (meters)                     COMP
 DH5190  Z           -   4,387,467.997 (meters)                     COMP
 DH5190  LAPLACE CORR-          -3.97  (seconds)                    DEFLEC99
 DH5190  ELLIP HEIGHT-         235.15  (meters)          (08/01/05) GPS OBS
 DH5190  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 DH5190
 DH5190  HORZ ORDER  -  FIRST
 DH5190  ELLP ORDER  -  SECOND    CLASS I
 DH5190
 DH5190.The horizontal coordinates were established by GPS observations
 DH5190.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5190
 DH5190
 DH5190.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5190
 DH5190.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5190
 DH5190.The ellipsoidal height was determined by GPS observations
 DH5190.and is referenced to NAD 83.
 DH5190
 DH5190.The geoid height was determined by GEOID03.
 DH5190
 DH5190;                    North         East     Units Scale Factor Converg.
 DH5190;SPC WI S     -   193,354.796   599,583.509   MT  0.99995005   -0 00 12.8
 DH5190;SPC WI S     -   634,364.86  1,967,133.56   sFT  0.99995005   -0 00 12.8
 DH5190;UTM  15      - 4,847,410.725   741,156.819   MT  1.00031538   +2 04 17.8
 DH5190;UTM  16      - 4,847,440.900   258,010.439   MT  1.00032033   -2 04 43.5
 DH5190
 DH5190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5190!SPC WI S     -   0.99996313  x   0.99995005  =   0.99991318
 DH5190!UTM  15      -   0.99996313  x   1.00031538  =   1.00027850
 DH5190!UTM  16      -   0.99996313  x   1.00032033  =   1.00028345
 DH5190
 DH5190                          SUPERSEDED SURVEY CONTROL
 DH5190
 DH5190.No superseded survey control is available for this station.
 DH5190
 DH5190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ4115747411(NAD 83)
 DH5190_MARKER: DD = SURVEY DISK
 DH5190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5190_STAMPING: LEMONWEIR S GPS 2004
 DH5190_MARK LOGO: WIDT  
 DH5190_PROJECTION: FLUSH
 DH5190_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5190+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5190
 DH5190  HISTORY     - Date     Condition        Report By
 DH5190  HISTORY     - 2003     MONUMENTED       WIDT
 DH5190
 DH5190                          STATION DESCRIPTION
 DH5190
 DH5190'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5190'OWNERSHIP--TOWN OF LEMONWEIR.  TO REACH THE STATION FROM THE JUNCTION
 DH5190'OF US HIGHWAY  12 AND STATE HIGHWAY 16 WITH COUNTY HIGHWAY O ABOUT 4
 DH5190'MI SOUTHEAST OF THE CITY OF  MAUSTON, GO SOUTHEAST ON US HIGHWAY 12
 DH5190'AND STATE HIGHWAY 16 FOR 0.6 MI TO MORRISSEY  ROAD ON THE LEFT, TURN
 DH5190'LEFT AND GO NORTH ON MORRISSEY ROAD FOR 0.6 MI TO THE STATION ON  THE
 DH5190'LEFT.  THE STATION IS 7.0 M WEST OF THE CENTERLINE OF MORRISSEY ROAD,
 DH5190'46.0 M  NORTH-NORTHWEST OF A POWER POLE, 25 M SOUTH OF THE CENTERLINE
 DH5190'OF A FIELD ENTRANCE, 0.5  M EAST OF A BARBED WIRE FENCE, 1.0 M NORTH
 DH5190'OF AN ORANGE 4X4 PLASTIC WITNESS POST, AND 1.0  M SOUTH OF AN ORANGE
 DH5190'4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH5190'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0803 ***********************************************************************
 RM0803  DESIGNATION -  LENAWEE
 RM0803  PID         -  RM0803
 RM0803  STATE/COUNTY-  WI/BAYFIELD
 RM0803  USGS QUAD   -  IRON LAKE NE (1984)
 RM0803
 RM0803                         *CURRENT SURVEY CONTROL
 RM0803  ___________________________________________________________________
 RM0803* NAD 83(1991)-  46 40 38.22098(N)    091 15 21.58870(W)     ADJUSTED  
 RM0803* NAVD 88     -       448.5    (meters)    1471.     (feet)  GPS OBS   
 RM0803  ___________________________________________________________________
 RM0803  X           -     -96,098.335 (meters)                     COMP
 RM0803  Y           -  -4,383,089.781 (meters)                     COMP
 RM0803  Z           -   4,617,527.873 (meters)                     COMP
 RM0803  LAPLACE CORR-          -9.76  (seconds)                    DEFLEC99
 RM0803  ELLIP HEIGHT-         417.83  (meters)          (03/16/99) GPS OBS
 RM0803  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 RM0803
 RM0803  HORZ ORDER  -  FIRST
 RM0803  ELLP ORDER  -  FOURTH    CLASS I
 RM0803
 RM0803.The horizontal coordinates were established by GPS observations
 RM0803.and adjusted by the National Geodetic Survey in March 1999..
 RM0803
 RM0803.The orthometric height was determined by GPS observations and a
 RM0803.high-resolution geoid model.
 RM0803
 RM0803.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RM0803
 RM0803.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0803
 RM0803.The ellipsoidal height was determined by GPS observations
 RM0803.and is referenced to NAD 83.
 RM0803
 RM0803.The geoid height was determined by GEOID03.
 RM0803
 RM0803;                    North         East     Units Scale Factor Converg.
 RM0803;SPC WI N     -   168,661.749   503,905.711   MT  0.99998488   -0 54 21.7
 RM0803;SPC WI N     -   553,351.09  1,653,230.65   sFT  0.99998488   -0 54 21.7
 RM0803;UTM  15      - 5,170,779.879   633,383.887   MT  0.99981868   +1 16 08.2
 RM0803
 RM0803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0803!SPC WI N     -   0.99993451  x   0.99998488  =   0.99991939
 RM0803!UTM  15      -   0.99993451  x   0.99981868  =   0.99975320
 RM0803
 RM0803:                Primary Azimuth Mark                     Grid Az
 RM0803:SPC WI N     -  LENAWEE AZ MK                            038 23 00.4
 RM0803:UTM  15      -  LENAWEE AZ MK                            036 12 30.5
 RM0803
 RM0803|---------------------------------------------------------------------|
 RM0803| PID    Reference Object                     Distance      Geod. Az  |
 RM0803|                                                           dddmmss.s |
 RM0803| CJ3207 LENAWEE AZ MK                                      0372838.7 |
 RM0803| CJ3208 LENAWEE RM 1                         27.608 METERS 21725     |
 RM0803| CJ3209 LENAWEE RM 2                         18.552 METERS 34351     |
 RM0803|---------------------------------------------------------------------|
 RM0803
 RM0803                          SUPERSEDED SURVEY CONTROL
 RM0803
 RM0803  NAD 83(1986)-  46 40 38.21354(N)    091 15 21.58226(W) AD(       ) 1
 RM0803  NAD 83(1991)-  46 40 38.21979(N)    091 15 21.58646(W) AD(       ) 2
 RM0803  NAD 83(1986)-  46 40 38.21354(N)    091 15 21.58226(W) AD(       ) 2
 RM0803  NAD 27      -  46 40 38.43900(N)    091 15 20.90400(W) AD(       ) 2
 RM0803
 RM0803.Superseded values are not recommended for survey control.
 RM0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0803.See file dsdata.txt to determine how the superseded data were derived.
 RM0803
 RM0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM3338470780(NAD 83)
 RM0803_MARKER: DH = HORIZONTAL CONTROL DISK
 RM0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0803_STAMPING: LENAWEE 1953 1992
 RM0803_MARK LOGO: MNDT  
 RM0803_PROJECTION: FLUSH
 RM0803_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 RM0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0803+STABILITY: SURFACE MOTION
 RM0803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0803+SATELLITE: SATELLITE OBSERVATIONS - March 15, 1992
 RM0803
 RM0803  HISTORY     - Date     Condition        Report By
 RM0803  HISTORY     - 1953     MONUMENTED       NGS
 RM0803  HISTORY     - 1977     POOR             NGS
 RM0803  HISTORY     - 19920315 GOOD             MNDT
 RM0803
 RM0803                          STATION DESCRIPTION
 RM0803
 RM0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953 (DAJ)
 RM0803'STATION IS LOCATED ABOUT 16-1/2 MILES WEST OF WASHBURN, 10-1/2
 RM0803'MILES NORTHEAST OF IRON RIVER AND 9 MILES SOUTHEAST OF PORT WING
 RM0803'AT THE SITE OF THE LENAWEE LOOKOUT TOWER ON U.S. FOREST SERVICE
 RM0803'PROPERTY.  STATION IS 41 FEET SOUTH OF THE SOUTHEAST LEG OF
 RM0803'LOOKOUT TOWER, 15 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 RM0803'ROAD AND 4 FEET WEST OF WITNESS POST.  THE MARK PROJECTS ABOUT
 RM0803'6 INCHES AND THE DISK IS STAMPED LENAWEE 1953.
 RM0803'
 RM0803'REFERENCE MARK NO. 1 IS 27 FEET NORTH OF THE NORTHEAST CORNER
 RM0803'OF HOUSE AND 22 FEET WEST OF THE APPROXIMATE CENTERLINE OF ROAD.
 RM0803'THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED LENAWEE
 RM0803'NO 1 1953.
 RM0803'
 RM0803'REFERENCE MARK NO. 2 IS 11 FEET EAST SOUTHEAST OF THE APPROXIMATE
 RM0803'CENTERLINE OF ROAD AND 9 FEET WEST OF THE NORTHWEST LEG OF
 RM0803'LOOKOUT TOWER.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 RM0803'STAMPED LENAWEE NO 2 1953.
 RM0803'
 RM0803'AZIMUTH MARK IS 39 FEET NORTH OF A TELEPHONE POLE, 19 FEET NORTH
 RM0803'OF THE APPROXIMATE CENTERLINE OF ROAD AND 1 FOOT SOUTHWEST OF
 RM0803'WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 RM0803'STAMPED LENAWEE 1953.
 RM0803'
 RM0803'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 13 AND COUNTY ROUTE
 RM0803'C IN WASHBURN GO NORTHWESTERLY ON COUNTY ROUTE C FOR 10.55 MILES
 RM0803'TO POINT WHERE HIGHWAY CURVES RIGHT.  CONTINUE STRAIGHT AHEAD ON
 RM0803'GRADED ROAD FOR 2.8 MILES TO STARTING OF SURFACED ROAD.  CONTINUE
 RM0803'STRAIGHT AHEAD ON SURFACED ROAD 2.25 MILES TO CROSSROADS AND END
 RM0803'OF PAVEMENT.  CONTINUE STRAIGHT AHEAD FOR 0.25 MILE TO A FORK
 RM0803'AND SIGN POST ON RIGHT.  CONTINUE STRAIGHT AHEAD ON RIGHT FORK
 RM0803'FOR 1.45 MILES TO ANOTHER FORK.  TAKE LEFT FORK AND GO 2.3
 RM0803'MILES TO A SIDE ROAD RIGHT AT SIGN LENAWEE LOOKOUT TOWER 2.
 RM0803'TURN RIGHT AND GO WESTERLY FOR 2.1 MILES TO AZIMUTH MARK ON
 RM0803'RIGHT OR NORTH SIDE OF ROAD AS DESCRIBED.  CONTINUE ON MAIN
 RM0803'ROAD FOR 0.4 MILE TO LOOKOUT TOWER AND STATION AS DESCRIBED.
 RM0803'
 RM0803'AZIMUTH MARK IS NOT V.G.
 RM0803'
 RM0803'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 RM0803
 RM0803                          STATION RECOVERY (1977)
 RM0803
 RM0803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 RM0803'THE DISK HAS BEEN REMOVED FROM THE STATION MARK AND REFERENCE
 RM0803'MARK NUMBER 2, REFERENCE MARK NUMBER 1 AND THE AZIMUTH MARKS WERE
 RM0803'RECOVERED AND FOUND IN GOOD CONDITION, THE STEMS OF THE STATION
 RM0803'MARK AND REFERENCE MARK 2 ARE IN GOOD CONDITION.
 RM0803'
 RM0803'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 13 AND COUNTY ROAD
 RM0803'C IN WASHBURN GO NORTHWESTERLY ON COUNTY ROAD C FOR 10.55 MILES TO
 RM0803'A POINT WHERE HIGHWAY CURVES RIGHT.  CONTINUE STRAIGHT AHEAD ON
 RM0803'GRADED ROAD FOR 2.8 MILES TO STARTING OF A SURFACED ROAD.
 RM0803'CONTINUE AHEAD FOR 2.25 MILES TO A CROSSROADS.  CONTINUE AHEAD FOR
 RM0803'0.25 MILE TO A FORK.  KEEP RIGHT FORK FOR 1.45 MILE TO A FORK.
 RM0803'TAKE THE LEFT FORK AND GO FOR 2.3 MILES TO A SIDE ROAD RIGHT AND
 RM0803'SIGN LENAWEE LOOKOUT TOWER.  TURN RIGHT AND GO 2.1 MILES TO
 RM0803'THE AZIMUTH MARK ON THE RIGHT, CONTINUE FOR 0.4 MILE TO STATION
 RM0803'AND OLD FOUNDATION OF LOOKOUT TOWER.
 RM0803'
 RM0803'TOWER WOULD BE REQUIRED AT THIS STATION.
 RM0803'
 RM0803'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RM0803'ABOUT 10-1/2 MILES NE OF IRON RIVER.
 RM0803
 RM0803                          STATION RECOVERY (1992)
 RM0803
 RM0803'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (DKH)
 RM0803'THE STATION AND RM 2 WERE FOUND WITH THEIR DISKS BROKEN OFF AND THE
 RM0803'STEMS IN PLACE.  RM 1 WAS FOUND IN GOOD CONDITION.  A NEW SURFACE MARK
 RM0803'WAS SET AND RM 3 WAS SET AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 RM0803'THE MARK IS LOCATED ABOUT 16.5 MI (26.6 KM) WEST OF THE TOWN OF
 RM0803'WASHBURN, AT THE SITE OF THE FOUNDATION OF THE DISMANTLED LENAWEE
 RM0803'LOOKOUT TWR.  TO REACH THE MARK, GO NW ALONG CO RD C FOR 10.55 MI
 RM0803'(16.98 KM) FROM THE JCT OF TH 13 AND CO RD C IN WASHBURN, THEN
 RM0803'CONTINUE 2.8 MI (4.5 KM) ON A GRADED RD, THEN CONTINUE 2.5 MI (4.0 KM)
 RM0803'ON A BITUMINOUS RD, THEN GO 1.45 MI (2.33 KM) ON THE RT FORK, THEN GO
 RM0803'2.3 MI (3.7 KM) ON THE LT FORK, THEN TURN RT AND GO 2.5 MI (4.0 KM) TO
 RM0803'THE MARK.  THE MARK, S DISK SET IN A CONC MON, IS 17 FT (5.2 M) WEST
 RM0803'OF A RD, 32 FT (9.8 M) EAST OF A RD, 91 FT (27.7 M) NE OF RM 1, 60.9
 RM0803'FT (18.6 M) SSE OF RM 2, AND 47 FT (14.3 M) SOUTH OF RM 3.  RECOVERED
 RM0803'AND DESCRIBED BY DAVID K.  HERDER, TYPED BY M.P.P.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0804 ***********************************************************************
 RM0804  DESIGNATION -  LENAWEE LOOKOUT TOWER
 RM0804  PID         -  RM0804
 RM0804  STATE/COUNTY-  WI/BAYFIELD
 RM0804  USGS QUAD   -  IRON LAKE NE (1984)
 RM0804
 RM0804                         *CURRENT SURVEY CONTROL
 RM0804  ___________________________________________________________________
 RM0804* NAD 83(1991)-  46 40 38.71031(N)    091 15 21.56222(W)     ADJUSTED  
 RM0804* NAVD 88     -                                                        
 RM0804  ___________________________________________________________________
 RM0804  LAPLACE CORR-          -9.76  (seconds)                    DEFLEC99
 RM0804  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 RM0804
 RM0804  HORZ ORDER  -  THIRD
 RM0804
 RM0804.The horizontal coordinates were established by classical geodetic methods
 RM0804.and adjusted by the National Geodetic Survey in March 1999..
 RM0804
 RM0804
 RM0804.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0804
 RM0804.The geoid height was determined by GEOID03.
 RM0804
 RM0804;                    North         East     Units Scale Factor Converg.
 RM0804;SPC WI N     -   168,676.848   503,906.512   MT  0.99998490   -0 54 21.7
 RM0804;SPC WI N     -   553,400.63  1,653,233.28   sFT  0.99998490   -0 54 21.7
 RM0804;UTM  15      - 5,170,794.995   633,384.115   MT  0.99981868   +1 16 08.2
 RM0804
 RM0804                          SUPERSEDED SURVEY CONTROL
 RM0804
 RM0804  NAD 83(1991)-  46 40 38.70936(N)    091 15 21.56099(W) AD(       ) 4
 RM0804  NAD 83(1986)-  46 40 38.70433(N)    091 15 21.55589(W) AD(       ) 4
 RM0804  NAD 27      -  46 40 38.94200(N)    091 15 20.87400(W) AD(       ) 3
 RM0804
 RM0804.Superseded values are not recommended for survey control.
 RM0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0804.See file dsdata.txt to determine how the superseded data were derived.
 RM0804
 RM0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM3338470795(NAD 83)
 RM0804_MARKER: 57 = LOOKOUT TOWER
 RM0804
 RM0804  HISTORY     - Date     Condition        Report By
 RM0804  HISTORY     - 1939     FIRST OBSERVED   CGS
 RM0804  HISTORY     - 1953     GOOD             CGS
 RM0804
 RM0804                          STATION DESCRIPTION
 RM0804
 RM0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 RM0804'STATION IS LOCATED ABOUT 16-1/2 MILES WEST OF WASHBURN, 10-1/2
 RM0804'MILES NORTHEAST OF IRON RIVER AND 9 MILES SOUTHEAST OF PORT
 RM0804'WING ON A HIGH HILL ON U.S. FOREST SERVICE PROPERTY.  STATION
 RM0804'IS CONSTRUCTED OF STEEL WITH FOUR LEGS AND ABOUT 110 FEET
 RM0804'HIGH.  THE POINT INTERSECTED WAS THE SMALL CABIN ATOP THE TOWER.
 RM0804'
 RM0804'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 13 AND COUNTY ROUTE
 RM0804'C IN WASHBURN GO NORTHWESTERLY ON COUNTY ROUTE C FOR 10.55
 RM0804'MILES TO POINT WHERE HIGHWAY CURVES RIGHT.  CONTINUE STRAIGHT
 RM0804'AHEAD ON GRADED ROAD FOR 2.8 MILES TO STARTING OF SURFACED
 RM0804'ROAD.  CONTINUE STRAIGHT AHEAD FOR 2.55 MILES TO CROSSROADS
 RM0804'AND END OF SURFACING.  CONTINUE STRAIGHT AHEAD FOR 0.25
 RM0804'MILE TO FORKS AND SIGN POST ON RIGHT.  CONTINUE STRAIGHT
 RM0804'AHEAD FOR 1.45 MILE TO ANOTHER FORK.  TAKE LEFT FORK AND GO
 RM0804'2.3 MILES TO A SIDE ROAD RIGHT AT SIGN LENAWEE LOOKOUT TOWER
 RM0804'2.  TURN RIGHT AND GO WESTERLY FOR 2.5 MILES TO LOOKOUT TOWER
 RM0804'AS DESCRIBED.
 RM0804'
 RM0804'PROBABLY THE SAME STATION AS LOCATED IN 1939.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO1449 ***********************************************************************
 QO1449  DESIGNATION -  LENSELINK
 QO1449  PID         -  QO1449
 QO1449  STATE/COUNTY-  WI/BARRON
 QO1449  USGS QUAD   -  CLAYTON (1978)
 QO1449
 QO1449                         *CURRENT SURVEY CONTROL
 QO1449  ___________________________________________________________________
 QO1449* NAD 83(1991)-  45 15 22.24869(N)    092 09 10.89044(W)     ADJUSTED  
 QO1449* NAVD 88     -       388.09   (+/-2cm)    1273.3    (feet)  VERTCON   
 QO1449  ___________________________________________________________________
 QO1449  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 QO1449  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 QO1449
 QO1449  HORZ ORDER  -  FIRST
 QO1449  VERT ORDER  -  THIRD ? (See Below)
 QO1449
 QO1449.The horizontal coordinates were established by classical geodetic methods
 QO1449.and adjusted by the National Geodetic Survey in March 1999..
 QO1449
 QO1449.The NAVD 88 height was computed by applying the VERTCON shift value to
 QO1449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QO1449.The vertical order pertains to the NGVD 29 superseded value.
 QO1449
 QO1449.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO1449
 QO1449.The geoid height was determined by GEOID03.
 QO1449
 QO1449;                    North         East     Units Scale Factor Converg.
 QO1449;SPC WI C     -   160,348.334   431,025.072   MT  0.99996268   -1 31 08.8
 QO1449;SPC WI C     -   526,076.16  1,414,121.42   sFT  0.99996268   -1 31 08.8
 QO1449;UTM  15      - 5,011,758.303   566,456.418   MT  0.99965430   +0 36 05.7
 QO1449
 QO1449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1449!SPC WI C     -   0.99994390  x   0.99996268  =   0.99990659
 QO1449!UTM  15      -   0.99994390  x   0.99965430  =   0.99959822
 QO1449
 QO1449:                Primary Azimuth Mark                     Grid Az
 QO1449:SPC WI C     -  TURTLE LAKE MUNICIPAL TANK               005 07 42.9
 QO1449:UTM  15      -  TURTLE LAKE MUNICIPAL TANK               003 00 28.4
 QO1449
 QO1449|---------------------------------------------------------------------|
 QO1449| PID    Reference Object                     Distance      Geod. Az  |
 QO1449|                                                           dddmmss.s |
 QO1449| QO1450 TURTLE LAKE MUNICIPAL TANK          APPROX.15.7 KM 0033634.1 |
 QO1449| CJ3679 LENSELINK RM 1                       58.723 METERS 06736     |
 QO1449| CJ3678 LENSELINK AZ MK                                    2375923.9 |
 QO1449| QO1459 CLEAR LAKE MUNICIPAL TANK           APPROX. 9.4 KM 2673517.4 |
 QO1449| CJ3680 LENSELINK RM 2                       38.981 METERS 31000     |
 QO1449|---------------------------------------------------------------------|
 QO1449
 QO1449                          SUPERSEDED SURVEY CONTROL
 QO1449
 QO1449  NAD 83(1991)-  45 15 22.24603(N)    092 09 10.88752(W) AD(       ) 1
 QO1449  NAD 83(1986)-  45 15 22.23848(N)    092 09 10.89877(W) AD(       ) 1
 QO1449  NAD 27      -  45 15 22.37300(N)    092 09 10.23800(W) AD(       ) 1
 QO1449  NGVD 29 (07/19/86)  388.04   (m)         1273.1    (f) LEVELING    3  
 QO1449
 QO1449.Superseded values are not recommended for survey control.
 QO1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1449.See file dsdata.txt to determine how the superseded data were derived.
 QO1449
 QO1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6645611758(NAD 83)
 QO1449_MARKER: DS = TRIANGULATION STATION DISK
 QO1449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO1449_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QO1449
 QO1449  HISTORY     - Date     Condition        Report By
 QO1449  HISTORY     - 1934     MONUMENTED       CGS
 QO1449  HISTORY     - 1973     SEE DESCRIPTION  USGS
 QO1449  HISTORY     - 1978     SEE DESCRIPTION  NGS
 QO1449
 QO1449                          STATION DESCRIPTION
 QO1449
 QO1449'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QO1449'THIS STATION IS ABOUT 8 MILES WEST OF PRAIRIE FARM, ABOUT 6
 QO1449'MILES EAST OF CLEAR LAKE, ABOUT 13 MILES NORTH OF EMERALD, IN
 QO1449'THE SOUTHWEST QUARTER OF SEC. 18, T. 32 N., R. 14 W., ON LAND
 QO1449'OWNED AND OCCUPIED BY JOHN LENSELINK.  THE MARK IS SET AT THE
 QO1449'EAST EDGE OF A LARGE ROCK PILE IN THE CENTER OF A CULTIVATED
 QO1449'FIELD.  IT IS ABOUT 0.2 MILE NORTH OF THE LENSELINK HOUSE ON
 QO1449'RANGE WITH THE WEST SIDE OF A SMALL RED BARN WHICH IS NORTHWEST
 QO1449'OF HOUSE, 87 FEET WEST OF WAGON ROAD THROUGH FIELD, AND
 QO1449'PROJECTS 10 INCHES.
 QO1449'
 QO1449'REACHED FROM CLEAR LAKE, JUNCTION OF STATE HIGHWAY 24 AND
 QO1449'COUNTY HIGHWAY A, BY GOING EAST ON HIGHWAY A 4.65 MILES TO
 QO1449'CROSSROADS (HIGHWAY A TURNS SOUTH AT THIS POINT), CONTINUE
 QO1449'EAST 1.15 MILES TO THE LENSELINK HOUSE ON LEFT.  GO THROUGH
 QO1449'GATE IN THE NORTHWEST CORNER OF THE YARD AND FOLLOW WAGON
 QO1449'ROAD 0.15 MILE TO GATE.  GO THROUGH GATE AND GO 0.15 MILE TO
 QO1449'TOP OF HILL.  STATION IS 87 FEET WEST OF THIS POINT AT THE
 QO1449'EAST EDGE OF LARGE ROCK PILE.
 QO1449'
 QO1449'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION, SET IN
 QO1449'A BOULDER WHICH PROJECTS ABOUT 2 FEET.
 QO1449'
 QO1449'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION AT THE EAST
 QO1449'EDGE OF A SMALL ROCK PILE, AND PROJECTS 13 INCHES.
 QO1449'
 QO1449'AZIMUTH MARK IS SOUTHWEST OF THE STATION ON THE EAST EDGE OF
 QO1449'RIGHT-OF-WAY OF NORTH-SOUTH ROAD, 0.1 MILE NORTH OF CROSSROADS,
 QO1449'ABOUT 75 YARDS NORTH OF THE TOP OF HILL, 75 FEET NORTH OF THE
 QO1449'SOUTHWEST CORNER OF THE FIELD, 22 FEET EAST OF THE CENTER OF
 QO1449'ROAD, AND PROJECTS 10 INCHES.
 QO1449
 QO1449                          STATION RECOVERY (1973)
 QO1449
 QO1449'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JDS)
 QO1449'AZIMUTH MARK FOUND OK.
 QO1449'
 QO1449'STATION MARK FOUND ABOUT 400 FT. FROM WHERE LAND OWNER INDICATED
 QO1449'IT ORIGINALLY WAS.  REFERENCE MARKS POSITIONS NOW CULTIVATED
 QO1449'LAND.
 QO1449'
 QO1449'STATION SHOULD BE CONSIDERED DESTROYED.
 QO1449
 QO1449                          STATION RECOVERY (1978)
 QO1449
 QO1449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 QO1449'THE STATION MARK FOUND LAYING IN A FENCE LINE ABOUT 0.1 MILE EAST
 QO1449'OF ITS ORIGINAL POSITION.  REFERENCE MARKS 1 AND 2 WERE NOT FOUND
 QO1449'AND ASSUMED DESTROYED WHEN THE FIELD WAS CLEARED OF ROCKS AND ROCK
 QO1449'PILES.  THE AZIMUTH MARK WAS FOUND AND APPEARS TO BE IN GOOD
 QO1449'CONDITION.  IT IS POSSIBLE THAT THE STATION UNDERGROUND MARK IS
 QO1449'STILL IN PLACE, HOWEVER THERE ARE NOT ENOUGH REFERENCE POINTS TO
 QO1449'GET A GOOD CHECK.  APPROXIMATELY 2 HOURS WAS SPENT SEARCHING FOR
 QO1449'THE UNDERGROUND MARK AT THIS TIME.
 QO1449'
 QO1449'THE PROPERTY OWNER IS NOW A MR. FRANCIS GROSBECK WHO LIVES AT
 QO1449'THE STATION SITE.
 QO1449'
 QO1449'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QO1449'6 MILES EAST OF CLEAR LAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB8481 ***********************************************************************
 AB8481  DESIGNATION -  LENZ
 AB8481  PID         -  AB8481
 AB8481  STATE/COUNTY-  WI/POLK
 AB8481  USGS QUAD   -  FREDERIC (1983)
 AB8481
 AB8481                         *CURRENT SURVEY CONTROL
 AB8481  ___________________________________________________________________
 AB8481* NAD 83(1997)-  45 43 34.81324(N)    092 24 14.02016(W)     ADJUSTED  
 AB8481* NAVD 88     -       315.6    (meters)    1035.     (feet)  GPS OBS   
 AB8481  ___________________________________________________________________
 AB8481  X           -    -187,083.037 (meters)                     COMP
 AB8481  Y           -  -4,456,426.093 (meters)                     COMP
 AB8481  Z           -   4,544,272.298 (meters)                     COMP
 AB8481  LAPLACE CORR-          -6.64  (seconds)                    DEFLEC99
 AB8481  ELLIP HEIGHT-         288.46  (meters)          (01/30/03) GPS OBS
 AB8481  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AB8481
 AB8481  HORZ ORDER  -  FIRST
 AB8481  ELLP ORDER  -  FOURTH    CLASS I
 AB8481
 AB8481.The horizontal coordinates were established by GPS observations
 AB8481.and adjusted by the National Geodetic Survey in January 2003..
 AB8481
 AB8481.The orthometric height was determined by GPS observations and a
 AB8481.high-resolution geoid model.
 AB8481
 AB8481.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8481
 AB8481.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8481
 AB8481.The ellipsoidal height was determined by GPS observations
 AB8481.and is referenced to NAD 83.
 AB8481
 AB8481.The geoid height was determined by GEOID03.
 AB8481
 AB8481;                    North         East     Units Scale Factor Converg.
 AB8481;SPC WI C     -   213,131.808   412,888.305   MT  1.00005098   -1 41 46.1
 AB8481;SPC WI C     -   699,249.94  1,354,617.71   sFT  1.00005098   -1 41 46.1
 AB8481;UTM  15      - 5,063,815.161   546,384.836   MT  0.99962645   +0 25 36.6
 AB8481
 AB8481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8481!SPC WI C     -   0.99995478  x   1.00005098  =   1.00000576
 AB8481!UTM  15      -   0.99995478  x   0.99962645  =   0.99958125
 AB8481
 AB8481                          SUPERSEDED SURVEY CONTROL
 AB8481
 AB8481  NAD 83(1991)-  45 43 34.81300(N)    092 24 14.01863(W) AD(       ) 1
 AB8481  ELLIP H (12/09/96)  288.49   (m)                       GP(       ) 4 1
 AB8481
 AB8481.Superseded values are not recommended for survey control.
 AB8481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8481.See file dsdata.txt to determine how the superseded data were derived.
 AB8481
 AB8481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4638563815(NAD 83)
 AB8481_MARKER: DD = SURVEY DISK
 AB8481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8481_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8481+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2005
 AB8481
 AB8481  HISTORY     - Date     Condition        Report By
 AB8481  HISTORY     - 1993     MONUMENTED       WI-013
 AB8481  HISTORY     - 20051102 GOOD             WIDT
 AB8481
 AB8481                          STATION DESCRIPTION
 AB8481
 AB8481'DESCRIBED BY BURNETT COUNTY WISCONSIN 1993
 AB8481'THE STATION IS LOCATED 6.7 KM (4.15 MI) SOUTHWEST OF THE VILLAGE OF
 AB8481'SIREN (WHERE STATE TRUNK HIGHWAY 70 (FROM WEST) , STATE TRUNK HIGHWAY
 AB8481'35 AND COUNTY ROAD B INTERSECT) , 22.2 KM (13.80 MI) SOUTHEAST OF THE
 AB8481'VILLAGE OF GRANTSBURG, IN THE NORTHWEST QUARTER OF THE NORTHWEST
 AB8481'QUARTER, SECTION 6, T37N, R16W, TOWN OF CLAM FALLS.  TO REACH THE
 AB8481'STATION FROM THE VILLAGE OF SIREN, WISCONSIN (WHERE STATE HIGHWAY 70,
 AB8481'STATE HIGHWAY 35 AND COUNTY ROAD B JUNCTION) GO SOUTH ALONG STATE
 AB8481'TRUNK HIGHWAY 35 4.82 KM (3.00 MI) TO ELBOW LAKE ROAD, GO WEST (RIGHT)
 AB8481'ALONG ELBOW LAKE ROAD .37 KM (0.20 MI) TO JOHNSON ROAD, GO SOUTHERLY
 AB8481'ALONG JOHNSON LAKE ROAD 2.32 KM (1.45 MI) TO SOUTH EAST ROAD, GO WEST
 AB8481'(RIGHT) ALONG SOUTH EAST ROAD .53 KM (0.30 MI) TO THE STATION LOCATED
 AB8481'ON SOUTH SIDE OF THE ROAD 33 FEET (10.1 M) FROM CENTERLINE.  THE
 AB8481'STATION IS 128 M (419.9 FT) WEST OF DRIVE GOING TO RESIDENCE NORTH,
 AB8481'223 M (731.6 FT) EAST OF WHERE SOUTH EAST ROAD TURNS SHARPLY NORTH.
 AB8481'FIBERGLASS WITNESS POST SET ALONG SOUTH SIDE OF THE STATION.  THE
 AB8481'STATION MARKER IS SET IN A 30 CM ROUND CONCRETE MONUMENT 14 CM BELOW
 AB8481'THE GROUND SURFACE.
 AB8481
 AB8481                          STATION RECOVERY (2005)
 AB8481
 AB8481'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AB8481'RECOVERED IN GOOD CONDITION.  AN ALTERNATIVE TO REACH FOLLOWS-- TO
 AB8481'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35, COUNTY
 AB8481'HIGHWAY E, AND 115TH STREET IN THE COMMUNITY OF LEWIS (ABOUT 6 MILES
 AB8481'SOUTH OF SIREN), GO NORTH ON 115TH STREET FOR 0.8 MILE TO 360TH AVENUE
 AB8481'LEFT, TURN LEFT AND GO WEST ON 360TH AVENUE (TOWN LINE ROAD) FOR 0.3
 AB8481'MILE TO THE STATION ON THE LEFT.
 AB8481'ADD-- THE MONUMENT IS 10-CM BELOW GROUND LEVEL, THE STATION IS 0.11
 AB8481'MILE EAST OF SOUTH EAST ROAD, 29.4 M SOUTHEAST OF A --RIGHT CURVE
 AB8481'AHEAD-- SIGN POST, AND 0.9 M SOUTH, 0.9 M NORTHWEST, AND 0.9 M
 AB8481'NORTHEAST OF THREE ORANGE 4X4 PLASTIC GUARD POSTS.
 AB8481' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0788 ***********************************************************************
 PN0788  DESIGNATION -  LEO
 PN0788  PID         -  PN0788
 PN0788  STATE/COUNTY-  WI/WOOD
 PN0788  USGS QUAD   -  WISCONSIN RAPIDS NORTH (1984)
 PN0788
 PN0788                         *CURRENT SURVEY CONTROL
 PN0788  ___________________________________________________________________
 PN0788* NAD 83(1986)-  44 24 28.     (N)    089 45 59.     (W)     SCALED    
 PN0788* NAVD 88     -       317.629  (meters)    1042.09   (feet)  ADJUSTED  
 PN0788  ___________________________________________________________________
 PN0788  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 PN0788  DYNAMIC HT  -         317.571 (meters)    1041.90  (feet)  COMP
 PN0788  MODELED GRAV-     980,427.8   (mgal)                       NAVD 88
 PN0788
 PN0788  VERT ORDER  -  FIRST     CLASS II
 PN0788
 PN0788.The horizontal coordinates were scaled from a topographic map and have
 PN0788.an estimated accuracy of +/- 6 seconds.
 PN0788
 PN0788.The orthometric height was determined by differential leveling
 PN0788.and adjusted by the National Geodetic Survey in June 1991..
 PN0788
 PN0788.The geoid height was determined by GEOID03.
 PN0788
 PN0788.The dynamic height is computed by dividing the NAVD 88
 PN0788.geopotential number by the normal gravity value computed on the
 PN0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0788.degrees latitude (g = 980.6199 gals.).
 PN0788
 PN0788.The modeled gravity was interpolated from observed gravity values.
 PN0788
 PN0788;                    North         East    Units  Estimated Accuracy
 PN0788;SPC WI C     -    63,860.      618,610.      MT  (+/- 180 meters Scaled)
 PN0788
 PN0788                          SUPERSEDED SURVEY CONTROL
 PN0788
 PN0788.No superseded survey control is available for this station.
 PN0788
 PN0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ797208(NAD 83)
 PN0788_MARKER: DE = TRAVERSE STATION DISK
 PN0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0788_SP_SET: CONCRETE POST
 PN0788_STAMPING: LEO 1979
 PN0788_MARK LOGO: WIDT  
 PN0788_PROJECTION: PROJECTING 16 CENTIMETERS
 PN0788_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0788+STABILITY: SURFACE MOTION
 PN0788_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0788+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2004
 PN0788
 PN0788  HISTORY     - Date     Condition        Report By
 PN0788  HISTORY     - 1985     MONUMENTED       WIDT
 PN0788  HISTORY     - 1985     GOOD             NGS
 PN0788  HISTORY     - 20021207 GOOD             USPSQD
 PN0788  HISTORY     - 20030210 GOOD             WIDT
 PN0788  HISTORY     - 20040330 GOOD             USPSQD
 PN0788
 PN0788                          STATION DESCRIPTION
 PN0788
 PN0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0788'IN WISCONSIN RAPIDS.
 PN0788'IN WISCONSIN RAPIDS, AT THE INTERSECTION OF FOURTY EIGHTH STREET AND
 PN0788'THE GREEN BAY AND WESTERN RAILROAD, 25.2 M (82.7 FT) EAST OF BENCH
 PN0788'MARK G 8, 18.9 M (62.0 FT) SOUTH OF THE NEAR RAIL, 13.8 M (45.3 FT)
 PN0788'EAST OF THE CENTER OF THE STREET, AND 9.6 M (31.5 FT) WEST OF UTILITY
 PN0788'POLE NUMBER 183.
 PN0788'THE MARK IS 0.6 METERS  E FROM  A WITNESS POST
 PN0788'THE MARK IS 0.3 M ABOVE THE STREET.
 PN0788
 PN0788                          STATION RECOVERY (2002)
 PN0788
 PN0788'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0788'RECOVERED IN GOOD CONDITION.  THERE IS NO WITNESS POST PRESENT.
 PN0788'ADD--IT IS ABOUT 21 FEET SOUTH OF THE TRACK ROAD, 12.6 FEET WEST OF
 PN0788'METAL HIGH LINE TOWER NO. 313, PROJECTING 6 INCHES ABOVE THE GROUND.
 PN0788
 PN0788                          STATION RECOVERY (2003)
 PN0788
 PN0788'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (TSS)
 PN0788'OWNERSHIP--POWERLINE EASEMENT.  TO REACH THE STATION FROM THE JUNCTION
 PN0788'OF STATE HIGHWAY 54 WITH STATE HIGHWAY 13 NORTH (RIVERVIEW EXPRESSWAY)
 PN0788'AND STATE HIGHWAY 13 SOUTH (8TH STREET) IN THE CITY OF WISCONSIN
 PN0788'RAPIDS, GO EAST ON STATE HIGHWAY 54 FOR 4.55 MI (7.32 KM) TO 48TH
 PN0788'STREET, TURN RIGHT AND GO SOUTH ON 48TH STREET FOR 0.3 MI (0.48 KM) TO
 PN0788'THE RAILROAD CROSSING AND THE STATION ON THE LEFT.  THE STATION IS A
 PN0788'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION MARK DISK SET IN THE TOP
 PN0788'OF 30-CM DIAMETER CONCRETE POST ABOUT LEVEL THE STREET PAVEMENT.  THE
 PN0788'STATION IS 13.8 M (45.3 FT) EAST OF THE CENTERLINE OF 48TH STREET,
 PN0788'25.2 M (82.7 FT) EAST OF BENCHMARK G 8, 18.9 M (62.0 FT) SOUTH OF THE
 PN0788'SOUTH RAIL OF TRACKS, AND 3.8 M (12.5 FT) WEST OF 0.7-M DIAMETER
 PN0788'POWERPOLE --313--.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 PN0788'OBSERVATIONS DUE TO THE REFERENCED POWERPOLE TO THE EAST AND TREES TO
 PN0788'THE SOUTHEAST EXTENDING TO 80 AND 40 DEGREES ABOVE THE HORIZON
 PN0788'RESPECTIVELY.
 PN0788
 PN0788                          STATION RECOVERY (2004)
 PN0788
 PN0788'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN0788'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0454 ***********************************************************************
 QM0454  DESIGNATION -  LEO
 QM0454  PID         -  QM0454
 QM0454  STATE/COUNTY-  WI/FOREST
 QM0454  USGS QUAD   -  CRANDON NE (1981)
 QM0454
 QM0454                         *CURRENT SURVEY CONTROL
 QM0454  ___________________________________________________________________
 QM0454* NAD 83(1991)-  45 39 41.37982(N)    088 50 24.49115(W)     ADJUSTED  
 QM0454* NAVD 88     -       484.869  (meters)    1590.77   (feet)  ADJUSTED  
 QM0454  ___________________________________________________________________
 QM0454  LAPLACE CORR-          -5.88  (seconds)                    DEFLEC99
 QM0454  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 QM0454  DYNAMIC HT  -         484.842 (meters)    1590.69  (feet)  COMP
 QM0454  MODELED GRAV-     980,546.3   (mgal)                       NAVD 88
 QM0454
 QM0454  HORZ ORDER  -  FIRST
 QM0454  VERT ORDER  -  FIRST     CLASS II
 QM0454
 QM0454.The horizontal coordinates were established by classical geodetic methods
 QM0454.and adjusted by the National Geodetic Survey in November 1991..
 QM0454
 QM0454.The orthometric height was determined by differential leveling
 QM0454.and adjusted by the National Geodetic Survey in June 1991..
 QM0454
 QM0454.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0454
 QM0454.The geoid height was determined by GEOID03.
 QM0454
 QM0454.The dynamic height is computed by dividing the NAVD 88
 QM0454.geopotential number by the normal gravity value computed on the
 QM0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0454.degrees latitude (g = 980.6199 gals.).
 QM0454
 QM0454.The modeled gravity was interpolated from observed gravity values.
 QM0454
 QM0454;                    North         East     Units Scale Factor Converg.
 QM0454;SPC WI N     -    55,656.957   690,388.527   MT  0.99998414   +0 50 12.1
 QM0454;SPC WI N     -   182,601.20  2,265,049.69   sFT  0.99998414   +0 50 12.1
 QM0454;UTM  16      - 5,058,085.025   356,648.124   MT  0.99985265   -1 18 58.8
 QM0454
 QM0454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0454!SPC WI N     -   0.99992918  x   0.99998414  =   0.99991332
 QM0454!UTM  16      -   0.99992918  x   0.99985265  =   0.99978184
 QM0454
 QM0454:                Primary Azimuth Mark                     Grid Az
 QM0454:SPC WI N     -  HILO                                     086 53 02.8
 QM0454:UTM  16      -  HILO                                     089 02 13.7
 QM0454
 QM0454|---------------------------------------------------------------------|
 QM0454| PID    Reference Object                     Distance      Geod. Az  |
 QM0454|                                                           dddmmss.s |
 QM0454| QM0133 HILO                                APPROX. 3.1 KM 0874314.9 |
 QM0454|---------------------------------------------------------------------|
 QM0454
 QM0454                          SUPERSEDED SURVEY CONTROL
 QM0454
 QM0454  NAD 83(1986)-  45 39 41.38678(N)    088 50 24.48933(W) AD(       ) 1
 QM0454  NAD 27      -  45 39 41.52300(N)    088 50 24.08900(W) AD(       ) 1
 QM0454
 QM0454.Superseded values are not recommended for survey control.
 QM0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0454.See file dsdata.txt to determine how the superseded data were derived.
 QM0454
 QM0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR5664858085(NAD 83)
 QM0454_MARKER: DS = TRIANGULATION STATION DISK
 QM0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0454_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QM0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0454+STABILITY: SURFACE MOTION
 QM0454
 QM0454  HISTORY     - Date     Condition        Report By
 QM0454  HISTORY     - 1921     MONUMENTED       CGS
 QM0454  HISTORY     - 1935     SEE DESCRIPTION  WIGS
 QM0454
 QM0454                          STATION DESCRIPTION
 QM0454
 QM0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0454'STATION IS ABOUT 2 MILES E OF ARGONNE, ON THE EXTENSION OF THE
 QM0454'N RAIL OF THE TANGENT FROM THE W, 150 METERS E OF THE POINT OF
 QM0454'TANGENCY, AND 4.96 METERS (16.27 FEET) N OF THE N RAIL OF THE
 QM0454'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY.
 QM0454'
 QM0454'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 QM0454'DISKS SET IN CONCRETE.
 QM0454'
 QM0454'THE UNDERGROUND MARK IS 36 INCHES DEEP.
 QM0454'
 QM0454'THE REFERENCE MARK IS ON THE S SIDE OF THE TRACK.
 QM0454
 QM0454                          STATION RECOVERY (1935)
 QM0454
 QM0454'RECOVERY NOTE BY WISCONSIN GEODETIC SURVEY 1935
 QM0454'DESCRIPTION ADEQUATE.  MARK FOUND AS DESCRIBED.
 QM0454'
 QM0454'NOTE--TOP OF STATION INCLUDING DISK IS GONE.  PROBABLY DEFACED BY
 QM0454'RAILROAD DITCHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5459 ***********************************************************************
 DH5459  DESIGNATION -  LEOLA C GPS
 DH5459  PID         -  DH5459
 DH5459  STATE/COUNTY-  WI/ADAMS
 DH5459  USGS QUAD   -  COLOMA NW (1984)
 DH5459
 DH5459                         *CURRENT SURVEY CONTROL
 DH5459  ___________________________________________________________________
 DH5459* NAD 83(1997)-  44 12 49.44948(N)    089 39 43.42647(W)     ADJUSTED  
 DH5459* NAVD 88     -                                                        
 DH5459  ___________________________________________________________________
 DH5459  X           -      27,008.183 (meters)                     COMP
 DH5459  Y           -  -4,579,068.066 (meters)                     COMP
 DH5459  Z           -   4,425,339.777 (meters)                     COMP
 DH5459  LAPLACE CORR-          -5.73  (seconds)                    DEFLEC99
 DH5459  ELLIP HEIGHT-         280.04  (meters)          (08/01/05) GPS OBS
 DH5459  GEOID HEIGHT-         -35.64  (meters)                     GEOID03
 DH5459
 DH5459  HORZ ORDER  -  FIRST
 DH5459  ELLP ORDER  -  SECOND    CLASS I
 DH5459
 DH5459.The horizontal coordinates were established by GPS observations
 DH5459.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5459
 DH5459
 DH5459.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5459
 DH5459.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5459
 DH5459.The ellipsoidal height was determined by GPS observations
 DH5459.and is referenced to NAD 83.
 DH5459
 DH5459.The geoid height was determined by GEOID03.
 DH5459
 DH5459;                    North         East     Units Scale Factor Converg.
 DH5459;SPC WI S     -   245,991.154   627,007.978   MT  1.00003320   +0 13 55.9
 DH5459;SPC WI S     -   807,055.98  2,057,108.67   sFT  1.00003320   +0 13 55.9
 DH5459;UTM  16      - 4,899,058.823   287,336.939   MT  1.00015624   -1 51 25.4
 DH5459
 DH5459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5459!SPC WI S     -   0.99995609  x   1.00003320  =   0.99998929
 DH5459!UTM  16      -   0.99995609  x   1.00015624  =   1.00011232
 DH5459
 DH5459                          SUPERSEDED SURVEY CONTROL
 DH5459
 DH5459.No superseded survey control is available for this station.
 DH5459
 DH5459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP8733799059(NAD 83)
 DH5459_MARKER: DD = SURVEY DISK
 DH5459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5459_STAMPING: LEOLA C GPS 2004
 DH5459_MARK LOGO: WIDT  
 DH5459_PROJECTION: FLUSH
 DH5459_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5459+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH5459
 DH5459  HISTORY     - Date     Condition        Report By
 DH5459  HISTORY     - 2003     MONUMENTED       WIDT
 DH5459  HISTORY     - 20051228 GOOD             WIDT
 DH5459
 DH5459                          STATION DESCRIPTION
 DH5459
 DH5459'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5459'OWNERSHIP--ADAMS COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5459'STATE HIGHWAY 73  WITH COUNTY HIGHWAY D AND 1ST AVENUE ABOUT 5 MI WEST
 DH5459'OF THE VILLAGE OF PLAINFIELD, GO  WEST ON COUNTY HIGHWAY D FOR 2.9 MI
 DH5459'TO COUNTY HIGHWAY W, CONTINUE WEST ON COUNTY  HIGHWAY D FOR 0.2 MI TO
 DH5459'THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DH5459'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH5459'IN THE TOP OF A  41-CM DIAMETER CONCRETE POST ABOUT 1 M BELOW THE
 DH5459'HIGHWAY PAVEMENT.  THE STATION IS 6.6  M SOUTH OF THE CENTERLINE OF
 DH5459'COUNTY HIGHWAY D, 61 M WEST OF A WOOD POST FOR A  --JUNCTION COUNTY
 DH5459'HIGHWAY W-- SIGN, AND 1.0 M WEST AND EAST OF TWO ORANGE 4X4 PLASTIC
 DH5459'WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH5459'EXTENDING HIGHER THAN  15 DEGREES ABOVE THE HORIZON.
 DH5459
 DH5459                          STATION RECOVERY (2005)
 DH5459
 DH5459'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5459'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5652 ***********************************************************************
 DH5652  DESIGNATION -  LEOLA S GPS
 DH5652  PID         -  DH5652
 DH5652  STATE/COUNTY-  WI/ADAMS
 DH5652  USGS QUAD   -  HANCOCK (1984)
 DH5652
 DH5652                         *CURRENT SURVEY CONTROL
 DH5652  ___________________________________________________________________
 DH5652* NAD 83(1997)-  44 09 47.42713(N)    089 36 52.73392(W)     ADJUSTED  
 DH5652* NAVD 88     -                                                        
 DH5652  ___________________________________________________________________
 DH5652  X           -      30,823.905 (meters)                     COMP
 DH5652  Y           -  -4,582,964.326 (meters)                     COMP
 DH5652  Z           -   4,421,315.016 (meters)                     COMP
 DH5652  LAPLACE CORR-          -5.79  (seconds)                    DEFLEC99
 DH5652  ELLIP HEIGHT-         285.73  (meters)          (08/01/05) GPS OBS
 DH5652  GEOID HEIGHT-         -35.75  (meters)                     GEOID03
 DH5652
 DH5652  HORZ ORDER  -  FIRST
 DH5652  ELLP ORDER  -  SECOND    CLASS I
 DH5652
 DH5652.The horizontal coordinates were established by GPS observations
 DH5652.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5652
 DH5652
 DH5652.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5652
 DH5652.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5652
 DH5652.The ellipsoidal height was determined by GPS observations
 DH5652.and is referenced to NAD 83.
 DH5652
 DH5652.The geoid height was determined by GEOID03.
 DH5652
 DH5652;                    North         East     Units Scale Factor Converg.
 DH5652;SPC WI S     -   240,389.279   630,823.298   MT  1.00002103   +0 15 53.2
 DH5652;SPC WI S     -   788,677.16  2,069,626.10   sFT  1.00002103   +0 15 53.2
 DH5652;UTM  16      - 4,893,320.962   290,946.041   MT  1.00013753   -1 49 20.3
 DH5652
 DH5652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5652!SPC WI S     -   0.99995520  x   1.00002103  =   0.99997623
 DH5652!UTM  16      -   0.99995520  x   1.00013753  =   1.00009272
 DH5652
 DH5652                          SUPERSEDED SURVEY CONTROL
 DH5652
 DH5652.No superseded survey control is available for this station.
 DH5652
 DH5652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP9094693321(NAD 83)
 DH5652_MARKER: DD = SURVEY DISK
 DH5652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5652_STAMPING: LEOLA S GPS 2004
 DH5652_MARK LOGO: WIDT  
 DH5652_PROJECTION: FLUSH
 DH5652_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5652+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5652
 DH5652  HISTORY     - Date     Condition        Report By
 DH5652  HISTORY     - 2003     MONUMENTED       WIDT
 DH5652
 DH5652                          STATION DESCRIPTION
 DH5652
 DH5652'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5652'OWNERSHIP--TOWN OF LEOLA.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5652'COUNTY HIGHWAY G  WITH COUNTY HIGHWAY O ABOUT 7 MI SOUTHWEST OF THE
 DH5652'VILLAGE OF PLAINFIELD, GO NORTH ON  COUNTY HIGHWAY G FOR 0.5 MI TO
 DH5652'ASPEN DRIVE, TURN RIGHT AND GO EAST ON ASPEN DRIVE FOR  0.15 MI TO THE
 DH5652'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH5652'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK ABOUT 1 M ABOVE
 DH5652'THE ROAD  PAVEMENT.  THE STATION IS 8.7 M SOUTH OF THE CENTERLINE OF
 DH5652'ASPEN DRIVE, 241 M EAST OF THE  CENTERLINE OF COUNTY HIGHWAY G, AND
 DH5652'1.0 M SOUTH, NORTHEAST, AND NORTHWEST OF THREE  ORANGE 4X4 PLASTIC
 DH5652'WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH5652'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5616 ***********************************************************************
 DH5616  DESIGNATION -  LEON N GPS
 DH5616  PID         -  DH5616
 DH5616  STATE/COUNTY-  WI/WAUSHARA
 DH5616  USGS QUAD   -  SAXEVILLE (1982)
 DH5616
 DH5616                         *CURRENT SURVEY CONTROL
 DH5616  ___________________________________________________________________
 DH5616* NAD 83(1997)-  44 07 49.63438(N)    089 05 34.89649(W)     ADJUSTED  
 DH5616* NAVD 88     -                                                        
 DH5616  ___________________________________________________________________
 DH5616  X           -      72,584.690 (meters)                     COMP
 DH5616  Y           -  -4,584,974.566 (meters)                     COMP
 DH5616  Z           -   4,418,656.311 (meters)                     COMP
 DH5616  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 DH5616  ELLIP HEIGHT-         214.27  (meters)          (08/01/05) GPS OBS
 DH5616  GEOID HEIGHT-         -36.33  (meters)                     GEOID03
 DH5616
 DH5616  HORZ ORDER  -  FIRST
 DH5616  ELLP ORDER  -  SECOND    CLASS I
 DH5616
 DH5616.The horizontal coordinates were established by GPS observations
 DH5616.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5616
 DH5616
 DH5616.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5616
 DH5616.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5616
 DH5616.The ellipsoidal height was determined by GPS observations
 DH5616.and is referenced to NAD 83.
 DH5616
 DH5616.The geoid height was determined by GEOID03.
 DH5616
 DH5616;                    North         East     Units Scale Factor Converg.
 DH5616;SPC WI S     -   237,077.029   672,584.842   MT  1.00001358   +0 37 23.5
 DH5616;SPC WI S     -   777,810.22  2,206,638.77   sFT  1.00001358   +0 37 23.5
 DH5616;UTM  16      - 4,888,492.207   332,560.365   MT  0.99994482   -1 27 27.7
 DH5616
 DH5616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5616!SPC WI S     -   0.99996640  x   1.00001358  =   0.99997998
 DH5616!UTM  16      -   0.99996640  x   0.99994482  =   0.99991122
 DH5616
 DH5616                          SUPERSEDED SURVEY CONTROL
 DH5616
 DH5616.No superseded survey control is available for this station.
 DH5616
 DH5616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP3256088492(NAD 83)
 DH5616_MARKER: DD = SURVEY DISK
 DH5616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5616_STAMPING: LEON N GPS
 DH5616_MARK LOGO: WIDT  
 DH5616_PROJECTION: FLUSH
 DH5616_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5616+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH5616
 DH5616  HISTORY     - Date     Condition        Report By
 DH5616  HISTORY     - UNK      MONUMENTED       WI-137
 DH5616  HISTORY     - 20030819 GOOD             WIDT
 DH5616  HISTORY     - 20051228 GOOD             WIDT
 DH5616
 DH5616                          STATION DESCRIPTION
 DH5616
 DH5616'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5616'OWNERSHIP--TOWN OF LEON.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5616'COUNTY HIGHWAY E  WITH COUNTY HIGHWAY H ABOUT 4 MI WEST OF THE TOWN OF
 DH5616'POY SIPPI, GO SOUTH ON COUNTY  HIGHWAY E FOR 0.7 MI TO BEECHNUT LANE
 DH5616'ON THE RIGHT, TURN RIGHT AND GO WEST ON BEECHNUT  LANE FOR 1.2 MI TO
 DH5616'26TH LANE, CONTINUE WEST ON BEECHNUT LANE FOR 0.05 MI TO THE STATION
 DH5616'ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH5616'TRANSPORTATION  GEODETIC CONTROL MARKER DISK SET IN THE TOP OF A 45-CM
 DH5616'DIAMETER CONCRETE POST ABOUT 0.2  M ABOVE THE ROAD PAVEMENT.  THE
 DH5616'STATION IS 7.0 M SOUTH OF THE CENTERLINE OF BEECHNUT  LANE, 58.6 M
 DH5616'WEST OF THE CENTERLINE OF 26TH LANE, 0.3 M NORTH OF A WHITE PLASTIC
 DH5616'WITNESS POST AND 1.0 M SOUTH, NORTHEAST, NORTHWEST OF THREE ORANGE 4X4
 DH5616'PLASTIC  WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH5616'OBSTRUCTIONS EXTENDING HIGHER THAN  20  DEGREES ABOVE THE HORIZON.
 DH5616
 DH5616                          STATION RECOVERY (2005)
 DH5616
 DH5616'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5616'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5617 ***********************************************************************
 DH5617  DESIGNATION -  LEON S GPS
 DH5617  PID         -  DH5617
 DH5617  STATE/COUNTY-  WI/WAUSHARA
 DH5617  USGS QUAD   -  REDGRANITE (1983)
 DH5617
 DH5617                         *CURRENT SURVEY CONTROL
 DH5617  ___________________________________________________________________
 DH5617* NAD 83(1997)-  44 04 08.84961(N)    089 01 34.00466(W)     ADJUSTED  
 DH5617* NAVD 88     -                                                        
 DH5617  ___________________________________________________________________
 DH5617  X           -      78,019.889 (meters)                     COMP
 DH5617  Y           -  -4,589,626.041 (meters)                     COMP
 DH5617  Z           -   4,413,760.103 (meters)                     COMP
 DH5617  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 DH5617  ELLIP HEIGHT-         210.92  (meters)          (08/01/05) GPS OBS
 DH5617  GEOID HEIGHT-         -36.34  (meters)                     GEOID03
 DH5617
 DH5617  HORZ ORDER  -  FIRST
 DH5617  ELLP ORDER  -  SECOND    CLASS I
 DH5617
 DH5617.The horizontal coordinates were established by GPS observations
 DH5617.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5617
 DH5617
 DH5617.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5617
 DH5617.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5617
 DH5617.The ellipsoidal height was determined by GPS observations
 DH5617.and is referenced to NAD 83.
 DH5617
 DH5617.The geoid height was determined by GEOID03.
 DH5617
 DH5617;                    North         East     Units Scale Factor Converg.
 DH5617;SPC WI S     -   230,323.307   678,019.336   MT  1.00000050   +0 40 09.0
 DH5617;SPC WI S     -   755,652.38  2,224,468.44   sFT  1.00000050   +0 40 09.0
 DH5617;UTM  16      - 4,881,546.216   337,745.803   MT  0.99992379   -1 24 34.3
 DH5617
 DH5617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5617!SPC WI S     -   0.99996693  x   1.00000050  =   0.99996743
 DH5617!UTM  16      -   0.99996693  x   0.99992379  =   0.99989072
 DH5617
 DH5617                          SUPERSEDED SURVEY CONTROL
 DH5617
 DH5617.No superseded survey control is available for this station.
 DH5617
 DH5617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP3774681546(NAD 83)
 DH5617_MARKER: DD = SURVEY DISK
 DH5617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5617_STAMPING: LEON S GPS
 DH5617_MARK LOGO: WIDT  
 DH5617_PROJECTION: FLUSH
 DH5617_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5617+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2003
 DH5617
 DH5617  HISTORY     - Date     Condition        Report By
 DH5617  HISTORY     - UNK      MONUMENTED       WI-137
 DH5617  HISTORY     - 20030819 GOOD             WIDT
 DH5617
 DH5617                          STATION DESCRIPTION
 DH5617
 DH5617'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5617'OWNERSHIP--WAUSHARA COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5617'STATE  HIGHWAY 21 WITH STATE HIGHWAY 49 ABOUT 5 MI SOUTH OF THE TOWN
 DH5617'OF POY SIPPI, GO NORTH ON  STATE HIGHWAY 49 FOR 1.3 MI TO COUNTY
 DH5617'HIGHWAY Q ON THE LEFT, TURN LEFT AND GO WEST ON  COUNTY HIGHWAY Q FOR
 DH5617'1.1 MI TO COUNTY HIGHWAY SS ON THE RIGHT, CONTINUE WEST ON  COUNTY
 DH5617'HIGHWAY Q FOR 1.0 MI TO THE STATION ON THE RIGHT.  THE STATION IS A
 DH5617'BRONZE  WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC CONTROL MARKER
 DH5617'SET IN THE TOP OF A  45-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE
 DH5617'HIGHWAY PAVEMENT.  THE STATION IS 8.6  M NORTH OF THE CENTERLINE OF
 DH5617'COUNTY HIGHWAY Q , 61.4 M WEST OF POWER POLE --19-12-36 3/0--,  46.1 M
 DH5617'EAST OF THE JUNCTION OF COUNTY HIGHWAY Q NORTH AND 29TH LANE SOUTH AND
 DH5617'CHICAGO  ROAD WEST, 0.3 M SOUTH OF A WHITE PLASTIC WITNESS POST AND
 DH5617'1.0 M NORTH, SOUTHEAST,  SOUTHWEST OF THREE ORANGE 4X4 PLASTIC WITNESS
 DH5617'POSTS.  ---NOTE---THIS STATION HAS NO  VISIBLE OBSTRUCTIOS EXTENDING
 DH5617'HIGHER THAN 10 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0644 ***********************************************************************
 QM0644  DESIGNATION -  LEROY
 QM0644  PID         -  QM0644
 QM0644  STATE/COUNTY-  WI/FLORENCE
 QM0644  USGS QUAD   -  LONG LAKE NE (1970)
 QM0644
 QM0644                         *CURRENT SURVEY CONTROL
 QM0644  ___________________________________________________________________
 QM0644* NAD 83(1991)-  45 59 57.74260(N)    088 32 32.07931(W)     ADJUSTED  
 QM0644* NAVD 88     -       529.     (meters)    1736.     (feet)  SCALED    
 QM0644  ___________________________________________________________________
 QM0644  LAPLACE CORR-          -6.59  (seconds)                    DEFLEC99
 QM0644  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 QM0644
 QM0644  HORZ ORDER  -  FIRST
 QM0644
 QM0644.The horizontal coordinates were established by classical geodetic methods
 QM0644.and adjusted by the National Geodetic Survey in February 1997..
 QM0644
 QM0644.The orthometric height was scaled from a topographic map.
 QM0644
 QM0644.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0644
 QM0644.The geoid height was determined by GEOID03.
 QM0644
 QM0644;                    North         East     Units Scale Factor Converg.
 QM0644;SPC WI N     -    93,586.345   712,911.820   MT  0.99994965   +1 03 05.7
 QM0644;SPC WI N     -   307,041.20  2,338,944.86   sFT  0.99994965   +1 03 05.7
 QM0644;UTM  16      - 5,095,134.095   380,579.592   MT  0.99977532   -1 06 34.3
 QM0644
 QM0644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0644!SPC WI N     -   0.99992219  x   0.99994965  =   0.99987184
 QM0644!UTM  16      -   0.99992219  x   0.99977532  =   0.99969752
 QM0644
 QM0644|---------------------------------------------------------------------|
 QM0644| PID    Reference Object                     Distance      Geod. Az  |
 QM0644|                                                           dddmmss.s |
 QM0644| CJ5242 LEROY RM 1                           18.222 METERS 04115     |
 QM0644| CJ5243 LEROY RM 2                           21.518 METERS 16128     |
 QM0644| QM0645 TAUNO                               APPROX. 9.3 KM 2464032.8 |
 QM0644| RL1571 CASPIAN WIKB RADIO MAST             APPROX.10.4 KM 3141951.8 |
 QM0644|---------------------------------------------------------------------|
 QM0644
 QM0644                          SUPERSEDED SURVEY CONTROL
 QM0644
 QM0644  NAD 83(1991)-  45 59 57.74181(N)    088 32 32.07834(W) AD(       ) 1
 QM0644  NAD 83(1986)-  45 59 57.73997(N)    088 32 32.06440(W) AD(       ) 1
 QM0644  NAD 27      -  45 59 57.89600(N)    088 32 31.58700(W) AD(       ) 1
 QM0644
 QM0644.Superseded values are not recommended for survey control.
 QM0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0644.See file dsdata.txt to determine how the superseded data were derived.
 QM0644
 QM0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8058095134(NAD 83)
 QM0644_MARKER: DS = TRIANGULATION STATION DISK
 QM0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0644
 QM0644  HISTORY     - Date     Condition        Report By
 QM0644  HISTORY     - 1954     MONUMENTED       CGS
 QM0644
 QM0644                          STATION DESCRIPTION
 QM0644
 QM0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QM0644'STATION IS LOCATED ABOUT 15 MILES WEST NORTHWEST OF FLORENCE,
 QM0644'12 MILES SOUTHWEST OF CRYSTAL FALLS, MICHIGAN, 8-1/2 MILES
 QM0644'SOUTHEAST OF IRON RIVER, MICHIGAN AND 1 MILE SOUTH OF THE BRULE
 QM0644'RIVER WHICH IS THE STATE LINE AND ON AN OVAL SHAPED TIMBERED
 QM0644'HILL WHICH IS THE HIGHEST HILL IN THE VICINITY.  STATION IS
 QM0644'32 FEET EAST NORTHEAST OF LARGEST OF FOUR TRIANGLE BLAZED
 QM0644'POPLAR TREES AND 7 FEET SOUTHEAST OF WITNESS POST.  THE MARK
 QM0644'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED LEROY 1954.
 QM0644'
 QM0644'REFERENCE MARK NO. 1 IS FLUSH WITH THE GROUND AND THE DISK
 QM0644'IS STAMPED LEROY NO 1 1954.
 QM0644'
 QM0644'REFERENCE MARK NO. 2 PROJECTS ABOUT 3 INCHES AND THE DISK
 QM0644'IS STAMPED LEROY NO 2 1954.
 QM0644'
 QM0644'TO REACH STATION FROM THE POST OFFICE IN FLORENCE GO WEST ON U.S.
 QM0644'HIGHWAY 2 AND 141 FOR 0.3 MILE TO JUNCTION WITH STATE HIGHWAYS
 QM0644'70 AND 101.  CONTINUE STRAIGHT AHEAD ON STATE HIGHWAYS 70 AND
 QM0644'101 FOR 2.6 MILES TO THE JUNCTION OF THE TWO HIGHWAYS.  TURN
 QM0644'RIGHT ON STATE HIGHWAY 70 AND CONTINUE WESTERLY FOR 3.6 MILES
 QM0644'TO SIDE ROAD RIGHT AT SIGN BRULE RIVER 6.  TURN RIGHT AND GO
 QM0644'NORTH ON DIRT ROAD FOR 2.3 MILES TO T INTERSECTION.  TURN
 QM0644'RIGHT AND GO EAST FOR 0.75 MILE TO SIDE ROAD LEFT.  TURN LEFT
 QM0644'AND GO NORTHERLY ON GRADED TRACK ROAD FOR 3.7 MILES TO A
 QM0644'CLEARED ROAD ON LEFT AT THE BOTTOM OF A SMALL HILL.  FROM HERE
 QM0644'PACK WEST AND NORTH ON CLEARED ROAD FOR ABOUT 0.3 MILE TO
 QM0644'HIGHEST POINT AND STATION AS DESCRIBED.
 QM0644'
 QM0644'A FOUR WHEEL DRIVE CAN BE DRIVEN TO STATION.
 QM0644'
 QM0644'NO AVAILABLE LOCATION FOR A V.G. AZIMUTH MARK.
 QM0644'
 QM0644'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB8498 ***********************************************************************
 AB8498  DESIGNATION -  LEROY
 AB8498  PID         -  AB8498
 AB8498  STATE/COUNTY-  WI/BURNETT
 AB8498  USGS QUAD   -  WEBSTER (1982)
 AB8498
 AB8498                         *CURRENT SURVEY CONTROL
 AB8498  ___________________________________________________________________
 AB8498* NAD 83(1997)-  45 54 04.11797(N)    092 19 35.48899(W)     ADJUSTED  
 AB8498* NAVD 88     -       301.8    (meters)     990.     (feet)  GPS OBS   
 AB8498  ___________________________________________________________________
 AB8498  X           -    -180,499.123 (meters)                     COMP
 AB8498  Y           -  -4,442,743.861 (meters)                     COMP
 AB8498  Z           -   4,557,805.462 (meters)                     COMP
 AB8498  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 AB8498  ELLIP HEIGHT-         275.11  (meters)          (01/30/03) GPS OBS
 AB8498  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AB8498
 AB8498  HORZ ORDER  -  FIRST
 AB8498  ELLP ORDER  -  FOURTH    CLASS I
 AB8498
 AB8498.The horizontal coordinates were established by GPS observations
 AB8498.and adjusted by the National Geodetic Survey in January 2003..
 AB8498
 AB8498.The orthometric height was determined by GPS observations and a
 AB8498.high-resolution geoid model.
 AB8498
 AB8498.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8498
 AB8498.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8498
 AB8498.The ellipsoidal height was determined by GPS observations
 AB8498.and is referenced to NAD 83.
 AB8498
 AB8498.The geoid height was determined by GEOID03.
 AB8498
 AB8498;                    North         East     Units Scale Factor Converg.
 AB8498;SPC WI N     -    84,276.336   419,492.777   MT  0.99995612   -1 40 41.8
 AB8498;SPC WI N     -   276,496.61  1,376,285.89   sFT  0.99995612   -1 40 41.8
 AB8498;UTM  15      - 5,083,284.492   552,241.506   MT  0.99963355   +0 29 01.2
 AB8498
 AB8498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8498!SPC WI N     -   0.99995687  x   0.99995612  =   0.99991299
 AB8498!UTM  15      -   0.99995687  x   0.99963355  =   0.99959044
 AB8498
 AB8498                          SUPERSEDED SURVEY CONTROL
 AB8498
 AB8498  NAD 83(1991)-  45 54 04.11759(N)    092 19 35.48741(W) AD(       ) 1
 AB8498  ELLIP H (12/09/96)  275.15   (m)                       GP(       ) 4 1
 AB8498
 AB8498.Superseded values are not recommended for survey control.
 AB8498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8498.See file dsdata.txt to determine how the superseded data were derived.
 AB8498
 AB8498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL5224283284(NAD 83)
 AB8498_MARKER: DD = SURVEY DISK
 AB8498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8498_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8498+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB8498
 AB8498  HISTORY     - Date     Condition        Report By
 AB8498  HISTORY     - 1993     MONUMENTED       WI-013
 AB8498
 AB8498                          STATION DESCRIPTION
 AB8498
 AB8498'DESCRIBED BY BURNETT COUNTY WISCONSIN 1993
 AB8498'THE STATION IS LOCATED 15.7 KM (9.75 MI) NORTHWEST OF HERTEL POST
 AB8498'OFFICE (AT THE INTERSECTION OF STATE TRUNK HIGHWAY 70 AND COUNTY ROAD
 AB8498'X) , 3.7 KM (2.30 MI) NORTHEAST OF THE VILLAGE OF WEBSTER IN THE
 AB8498'NORTHEAST QUARTER OF THE NORTHEAST QUARTER, SECTION 3, T39N, R16W,
 AB8498'TOWN OF MEENON.  TO REACH THE STATION FROM THE VILLAGE OF WEBSTER
 AB8498'(WHERE STATE TRUNK HIGHWAY 35 AND COUNTY ROAD FF MEET) GO NORTH ALONG
 AB8498'STATE HIGHWAY 35 2.0 KM (1.25 MI) TO COUNTY ROAD A, GO EAST ALONG
 AB8498'COUNTY A 3.2 KM (2.00 MI) TO STATION LOCATED 32 FEET (9.8 M) SOUTH OF
 AB8498'COUNTY ROAD A, 100 FEET (30.5 M) EAST OF NELSON ROAD RUNNING NORTH,
 AB8498'.25 KM (0.15 MI) WEST OF EAST DEVILS LAKE ROAD RUNNING NORTH.
 AB8498'FIBERGLASS WITNESS POST SET ALONG SOUTH SIDE OF STATION.  THE STATION
 AB8498'MARKER IS SET IN A 30 CM ROUND CONCRETE MONUMENT 4 CM BELOW THE GROUND
 AB8498'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1369 ***********************************************************************
 OM1369  HT_MOD      -  This is a Height Modernization Survey Station.
 OM1369  DESIGNATION -  LEROY E GPS
 OM1369  PID         -  OM1369
 OM1369  STATE/COUNTY-  WI/DODGE
 OM1369  USGS QUAD   -  MAYVILLE NORTH (1981)
 OM1369
 OM1369                         *CURRENT SURVEY CONTROL
 OM1369  ___________________________________________________________________
 OM1369* NAD 83(1997)-  43 35 14.57200(N)    088 31 45.97019(W)     ADJUSTED  
 OM1369* NAVD 88     -       324.46   (meters)    1064.5    (feet)  GPS OBS   
 OM1369  ___________________________________________________________________
 OM1369  X           -     118,754.997 (meters)                     COMP
 OM1369  Y           -  -4,625,889.608 (meters)                     COMP
 OM1369  Z           -   4,375,198.255 (meters)                     COMP
 OM1369  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 OM1369  ELLIP HEIGHT-         289.23  (meters)          (11/17/00) GPS OBS
 OM1369  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 OM1369  OBS GRAVITY -     980,380.5   (mgal)                       GRAV_OBS
 OM1369
 OM1369  HORZ ORDER  -  FIRST
 OM1369  ELLP ORDER  -  THIRD     CLASS II
 OM1369
 OM1369.The horizontal coordinates were established by GPS observations
 OM1369.and adjusted by the National Geodetic Survey in July 2000..
 OM1369
 OM1369.The orthometric height was determined by GPS observations and a
 OM1369.high-resolution geoid model using precise GPS observation and
 OM1369.processing techniques. It supersedes the leveled height previously
 OM1369.determined for this station.
 OM1369
 OM1369.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1369
 OM1369.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1369
 OM1369.The ellipsoidal height was determined by GPS observations
 OM1369.and is referenced to NAD 83.
 OM1369
 OM1369.The geoid height was determined by GEOID03.
 OM1369.The observed gravity was obtained from relative gravimeter ties
 OM1369.to the IGSN71 gravity network.
 OM1369
 OM1369;                    North         East     Units Scale Factor Converg.
 OM1369;SPC WI S     -   177,390.773   718,749.118   MT  0.99993781   +1 00 37.5
 OM1369;SPC WI S     -   581,989.56  2,358,096.06   sFT  0.99993781   +1 00 37.5
 OM1369;UTM  16      - 4,827,182.142   376,531.473   MT  0.99978751   -1 03 16.6
 OM1369
 OM1369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1369!SPC WI S     -   0.99995465  x   0.99993781  =   0.99989246
 OM1369!UTM  16      -   0.99995465  x   0.99978751  =   0.99974217
 OM1369
 OM1369:                Primary Azimuth Mark                     Grid Az
 OM1369:SPC WI S     -  LEROY E GPS AZ MK                        130 18 07.8
 OM1369:UTM  16      -  LEROY E GPS AZ MK                        132 22 01.9
 OM1369
 OM1369|---------------------------------------------------------------------|
 OM1369| PID    Reference Object                     Distance      Geod. Az  |
 OM1369|                                                           dddmmss.s |
 OM1369| AI5998 LEROY E GPS AZ MK                   APPROX. 0.5 KM 1311845.3 |
 OM1369|---------------------------------------------------------------------|
 OM1369
 OM1369                          SUPERSEDED SURVEY CONTROL
 OM1369
 OM1369  ELLIP H (07/06/00)  289.23   (m)                       GP(       ) 2 1
 OM1369  NAVD 88 (10/20/00)  324.463  (m)         1064.51   (f) ADJUSTED    2 1
 OM1369
 OM1369.Superseded values are not recommended for survey control.
 OM1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1369.See file dsdata.txt to determine how the superseded data were derived.
 OM1369
 OM1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7653127182(NAD 83)
 OM1369_MARKER: DD = SURVEY DISK
 OM1369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1369_SP_SET: CONCRETE POST
 OM1369_STAMPING: LEROY E GPS 1992
 OM1369_MARK LOGO: WI-027
 OM1369_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM1369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1369+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2006
 OM1369
 OM1369  HISTORY     - Date     Condition        Report By
 OM1369  HISTORY     - 1992     MONUMENTED       WI-027
 OM1369  HISTORY     - 19931122 GOOD             WIDT
 OM1369  HISTORY     - 19990817 GOOD             WIDT
 OM1369  HISTORY     - 20030806 GOOD             USPSQD
 OM1369  HISTORY     - 20040623 GOOD             WIDT
 OM1369  HISTORY     - 20050705 GOOD             WIDT
 OM1369  HISTORY     - 20060924 GOOD             USPSQD
 OM1369
 OM1369                          STATION DESCRIPTION
 OM1369
 OM1369'DESCRIBED BY WI DEPT OF TRANSP 1993
 OM1369'STATION IS PART OF GRAVITY DENSIFICATION PROJECT, LOCATED IN WIDOT
 OM1369'DODGE COUNTY GRID REFERENCE B13, ABOUT 6.8 KM (4.20 MI) WEST OF
 OM1369'LOMIRA, IN THE NORTHWEST CORNER OF THE NORTHEAST 1/4 OF SECTION 24,
 OM1369'T13N, R16E, ON HIGHWAY RIGHT-OF-WAY.  CONTACT DODGE COUNTY SURVEYORS
 OM1369'OFFICE AT 414-386-3770 CONCERNING STATION COORDINATES.
 OM1369'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY TRUNK HIGHWAY V
 OM1369'AND LOMIRA DRIVE, GO EAST ON LOMIRA DRIVE FOR 0.2 KM (0.10 MI) TO THE
 OM1369'STATION ON THE RIGHT.
 OM1369'STATION IS A BRASS DISK SET IN TOP OF A 45 CM ROUND CONCRETE MONUMENT
 OM1369'FLUSH WITH THE GROUND.  IT IS 10.4 M (34.1 FT) SOUTH FROM THE CENTER
 OM1369'OF LOMIRA DRIVE, 6.7 M (22.0 FT) EAST FROM A FIELD ENTRANCE AND 0.4 M
 OM1369'(1.3 FT) NORTH FROM A WHITE PLASTIC T-POST.
 OM1369
 OM1369                          STATION RECOVERY (1999)
 OM1369
 OM1369'RECOVERY NOTE BY WI DEPT OF TRANSP 1999 (DJH)
 OM1369'THE STATION IS LOCATED ABOUT 22.5 KM (14.00 MI) SOUTHWEST OF FOND DU
 OM1369'LAC, AND 9.7 KM (6.00 MI) NORTH-NORTHEAST OF MAYVILLE. OWNERSHIP--TOWN
 OM1369'OF LEROY.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41
 OM1369'WITH STATE HIGHWAY 67 ABOUT 0.8 KM (0.50 MI) EAST OF THE VILLAGE OF
 OM1369'LOMIRA, GO WEST ON STATE HIGHWAY 67 FOR 1.6 KM (1.00 MI) TO THE
 OM1369'JUNCTION OF STATE HIGHWAY 175 AND STATE HIGHWAY 67 WITH COUNTY HIGHWAY
 OM1369'H, CONTINUE WEST ON COUNTY HIGHWAY H FOR 3.9 KM (2.40 MI) TO COUNTY
 OM1369'HIGHWAY AY, CONTINUE WEST ON COUNTY HIGHWAY H (LOMIRA ROAD) FOR 1.8 KM
 OM1369'(1.10 MI) TO WEST LINE ROAD ON THE LEFT, CONTINUE WEST ON COUNTY
 OM1369'HIGHWAY H (LOMIRA ROAD) FOR 0.6 KM (0.35 MI) TO THE STATION ON THE
 OM1369'LEFT.  THE STATION IS A BRONZE DODGE COUNTY GPS NETWORK CONTROL
 OM1369'STATION DISK STAMPED --LEROY E GPS 1992-- AND SET IN THE TOP OF A 45
 OM1369'CM (18-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 1
 OM1369'M (3.3 FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 10.4 M (34.1
 OM1369'FT) SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY H (LOMIRA ROAD) , 160.9
 OM1369'M (527.9 FT) EAST OF CENTERLINE OF COUNTY HIGHWAY V, 50 M (164.0 FT)
 OM1369'WEST OF CONCRETE FENCELINE POST, 6.5 M (21.3 FT) EAST OF CENTERLINE OF
 OM1369'A FIELD ENTRANCE, AND 0.4 M (1.3 FT) NORTH OF A WHITE PLASTIC WITNESS
 OM1369'POST.
 OM1369
 OM1369                          STATION RECOVERY (2003)
 OM1369
 OM1369'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM1369'RECOVERED IN GOOD CONDITION.
 OM1369
 OM1369                          STATION RECOVERY (2004)
 OM1369
 OM1369'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 OM1369'RECOVERED AS DESCRIBED.
 OM1369
 OM1369                          STATION RECOVERY (2005)
 OM1369
 OM1369'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 OM1369'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.4  M NORTH OF A
 OM1369'WHITE PLASTIC WITNESS POST AND 1.0 M SOUTH, 1.0 M NORTHEAST, AND 1.0 M
 OM1369'NORTHWEST OF THREE ORANGE PLASTIC GUARD POSTS.
 OM1369
 OM1369                          STATION RECOVERY (2006)
 OM1369
 OM1369'RECOVERY NOTE BY US POWER SQUADRON 2006
 OM1369'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI5998 ***********************************************************************
 AI5998  DESIGNATION -  LEROY E GPS AZ MK
 AI5998  PID         -  AI5998
 AI5998  STATE/COUNTY-  WI/DODGE
 AI5998  USGS QUAD   -  MAYVILLE NORTH (1981)
 AI5998
 AI5998                         *CURRENT SURVEY CONTROL
 AI5998  ___________________________________________________________________
 AI5998* NAD 83(1997)-  43 35 03.60517(N)    088 31 28.80556(W)     ADJUSTED  
 AI5998* NAVD 88     -       328.221  (meters)    1076.84   (feet)  ADJUSTED  
 AI5998  ___________________________________________________________________
 AI5998  X           -     119,146.025 (meters)                     COMP
 AI5998  Y           -  -4,626,115.722 (meters)                     COMP
 AI5998  Z           -   4,374,955.681 (meters)                     COMP
 AI5998  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 AI5998  ELLIP HEIGHT-         293.00  (meters)          (11/17/00) GPS OBS
 AI5998  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 AI5998  DYNAMIC HT  -         328.146 (meters)    1076.59  (feet)  COMP
 AI5998  MODELED GRAV-     980,380.2   (mgal)                       NAVD 88
 AI5998
 AI5998  HORZ ORDER  -  FIRST
 AI5998  VERT ORDER  -  SECOND    CLASS I
 AI5998  ELLP ORDER  -  THIRD     CLASS II
 AI5998
 AI5998.The horizontal coordinates were established by GPS observations
 AI5998.and adjusted by the National Geodetic Survey in July 2000..
 AI5998
 AI5998.The orthometric height was determined by differential leveling
 AI5998.and adjusted by the National Geodetic Survey in October 2000..
 AI5998
 AI5998.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5998
 AI5998.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5998
 AI5998.The ellipsoidal height was determined by GPS observations
 AI5998.and is referenced to NAD 83.
 AI5998
 AI5998.The geoid height was determined by GEOID03.
 AI5998
 AI5998.The dynamic height is computed by dividing the NAVD 88
 AI5998.geopotential number by the normal gravity value computed on the
 AI5998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5998.degrees latitude (g = 980.6199 gals.).
 AI5998
 AI5998.The modeled gravity was interpolated from observed gravity values.
 AI5998
 AI5998;                    North         East     Units Scale Factor Converg.
 AI5998;SPC WI S     -   177,059.186   719,140.081   MT  0.99993764   +1 00 49.3
 AI5998;SPC WI S     -   580,901.68  2,359,378.75   sFT  0.99993764   +1 00 49.3
 AI5998;UTM  16      - 4,826,836.735   376,910.177   MT  0.99978636   -1 03 04.6
 AI5998
 AI5998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5998!SPC WI S     -   0.99995406  x   0.99993764  =   0.99989170
 AI5998!UTM  16      -   0.99995406  x   0.99978636  =   0.99974043
 AI5998
 AI5998:                Primary Azimuth Mark                     Grid Az
 AI5998:SPC WI S     -  LEROY E GPS                              310 18 07.9
 AI5998:UTM  16      -  LEROY E GPS                              312 22 01.8
 AI5998
 AI5998|---------------------------------------------------------------------|
 AI5998| PID    Reference Object                     Distance      Geod. Az  |
 AI5998|                                                           dddmmss.s |
 AI5998| OM1369 LEROY E GPS                         APPROX. 0.5 KM 3111857.2 |
 AI5998|---------------------------------------------------------------------|
 AI5998
 AI5998                          SUPERSEDED SURVEY CONTROL
 AI5998
 AI5998  ELLIP H (07/06/00)  293.00   (m)                       GP(       ) 2 1
 AI5998
 AI5998.Superseded values are not recommended for survey control.
 AI5998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5998.See file dsdata.txt to determine how the superseded data were derived.
 AI5998
 AI5998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7691026837(NAD 83)
 AI5998_MARKER: DD = SURVEY DISK
 AI5998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5998_STAMPING: LEROY E GPS AZ MK 1992
 AI5998_MARK LOGO: WI-027
 AI5998_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI5998_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5998+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2006
 AI5998
 AI5998  HISTORY     - Date     Condition        Report By
 AI5998  HISTORY     - 1992     MONUMENTED       WI-027
 AI5998  HISTORY     - 20030806 GOOD             USPSQD
 AI5998  HISTORY     - 20040709 GOOD             WIDT
 AI5998  HISTORY     - 20060924 GOOD             USPSQD
 AI5998
 AI5998                          STATION DESCRIPTION
 AI5998
 AI5998'DESCRIBED BY DODGE COUNTY WISCONSIN 1992
 AI5998'THE STATION IS LOCATED ABOUT 22.5 KM (14.00 MI) SOUTHWEST OF FOND DU
 AI5998'LAC AND 9.7 KM (6.00 MI) NORTH-NORTHEAST OF MAYVILLE. OWNERSHIP--TOWN
 AI5998'OF LEROY.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41
 AI5998'WITH STATE HIGHWAY 67 ABOUT 1.6 KM (1.00 MI) EAST OF THE VILLAGE OF
 AI5998'LOMIRA, GO WEST ON STATE HIGHWAY 67 FOR 1.6 KM (1.00 MI) TO STATE
 AI5998'HIGHWAY 175 AND COUNTY HIGHWAY H (AHEAD) CONTINUE WEST ON COUNTY
 AI5998'HIGHWAY H FOR 3.9 KM (2.40 MI) TO COUNTY HIGHWAY AY AND LOMIRA DRIVE
 AI5998'(AHEAD) , CONTINUE WEST ON LOMIRA DRIVE FOR 1.8 KM (1.10 MI) TO WEST
 AI5998'LINE ROAD ON THE LEFT, TURN LEFT AND GO SOUTH-SOUTHWEST ON WEST LINE
 AI5998'ROAD FOR 0.3 KM (0.20 MI) TO THE STATION ON THE LEFT.  THE STATION IS
 AI5998'A BRONZE DODGE COUNTY GEODETIC AZIMUTH MARK SET IN THE TOP OF A 45-CM
 AI5998'(18 INCH) CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 AI5998'ROADWAY PAVEMENT.  THE STATION IS 8.3 M (27.2 FT) EAST OF THE
 AI5998'CENTERLINE OF WEST LINE ROAD, 0.3 KM (0.20 MI) NORTH OF PRIVATE
 AI5998'ENTRANCE --N10744--, 0.2 KM (0.10 MI) SOUTH OF PRIVATE ENTRANCE
 AI5998'--N10846--, 2 M (6.6 FT) WEST OF A CULTIVATED FIELD, AND 0.4 M (1.3
 AI5998'FT) WEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS
 AI5998'NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 AI5998'HORIZON.
 AI5998
 AI5998                          STATION RECOVERY (2003)
 AI5998
 AI5998'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI5998'RECOVERED IN GOOD CONDITION.
 AI5998
 AI5998                          STATION RECOVERY (2004)
 AI5998
 AI5998'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI5998'RECOVERED AS DESCRIBED AND TWO WHITE WITNESS POSTS ADDED.  THE STATION
 AI5998'IS IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS
 AI5998'POSTS.
 AI5998
 AI5998                          STATION RECOVERY (2006)
 AI5998
 AI5998'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI5998'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1368 ***********************************************************************
 OM1368  HT_MOD      -  This is a Height Modernization Survey Station.
 OM1368  DESIGNATION -  LEROY GPS
 OM1368  PID         -  OM1368
 OM1368  STATE/COUNTY-  WI/DODGE
 OM1368  USGS QUAD   -  MAYVILLE NORTH (1981)
 OM1368
 OM1368                         *CURRENT SURVEY CONTROL
 OM1368  ___________________________________________________________________
 OM1368* NAD 83(1997)-  43 33 58.32662(N)    088 35 44.91906(W)     ADJUSTED  
 OM1368* NAVD 88     -       287.72   (meters)     944.0    (feet)  GPS OBS   
 OM1368  ___________________________________________________________________
 OM1368  X           -     113,435.123 (meters)                     COMP
 OM1368  Y           -  -4,627,619.097 (meters)                     COMP
 OM1368  Z           -   4,373,468.142 (meters)                     COMP
 OM1368  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 OM1368  ELLIP HEIGHT-         252.48  (meters)          (11/17/00) GPS OBS
 OM1368  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 OM1368  OBS GRAVITY -     980,385.7   (mgal)                       GRAV_OBS
 OM1368
 OM1368  HORZ ORDER  -  FIRST
 OM1368  ELLP ORDER  -  THIRD     CLASS II
 OM1368
 OM1368.The horizontal coordinates were established by GPS observations
 OM1368.and adjusted by the National Geodetic Survey in July 2000..
 OM1368
 OM1368.The orthometric height was determined by GPS observations and a
 OM1368.high-resolution geoid model using precise GPS observation and
 OM1368.processing techniques. It supersedes the leveled height previously
 OM1368.determined for this station.
 OM1368
 OM1368.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1368
 OM1368.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1368
 OM1368.The ellipsoidal height was determined by GPS observations
 OM1368.and is referenced to NAD 83.
 OM1368
 OM1368.The geoid height was determined by GEOID03.
 OM1368.The observed gravity was obtained from relative gravimeter ties
 OM1368.to the IGSN71 gravity network.
 OM1368
 OM1368;                    North         East     Units Scale Factor Converg.
 OM1368;SPC WI S     -   174,945.763   713,429.452   MT  0.99993668   +0 57 53.4
 OM1368;SPC WI S     -   573,967.89  2,340,643.13   sFT  0.99993668   +0 57 53.4
 OM1368;UTM  16      - 4,824,930.717   371,127.927   MT  0.99980429   -1 05 59.9
 OM1368
 OM1368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1368!SPC WI S     -   0.99996041  x   0.99993668  =   0.99989709
 OM1368!UTM  16      -   0.99996041  x   0.99980429  =   0.99976471
 OM1368
 OM1368                          SUPERSEDED SURVEY CONTROL
 OM1368
 OM1368  ELLIP H (07/06/00)  252.48   (m)                       GP(       ) 2 1
 OM1368  NAVD 88 (10/20/00)  287.714  (m)          943.94   (f) ADJUSTED    2 1
 OM1368
 OM1368.Superseded values are not recommended for survey control.
 OM1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1368.See file dsdata.txt to determine how the superseded data were derived.
 OM1368
 OM1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7112824931(NAD 83)
 OM1368_MARKER: DD = SURVEY DISK
 OM1368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1368_SP_SET: CONCRETE POST
 OM1368_STAMPING: LEROY GPS 1992
 OM1368_MARK LOGO: WI-027
 OM1368_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM1368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1368+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2006
 OM1368
 OM1368  HISTORY     - Date     Condition        Report By
 OM1368  HISTORY     - 1992     MONUMENTED       WI-027
 OM1368  HISTORY     - 19931122 GOOD             WIDT
 OM1368  HISTORY     - 19990817 GOOD             WIDT
 OM1368  HISTORY     - 20020730 GOOD             WIDT
 OM1368  HISTORY     - 20030806 GOOD             USPSQD
 OM1368  HISTORY     - 20040616 GOOD             WIDT
 OM1368  HISTORY     - 20060925 GOOD             USPSQD
 OM1368
 OM1368                          STATION DESCRIPTION
 OM1368
 OM1368'DESCRIBED BY WI DEPT OF TRANSP 1993
 OM1368'STATION IS PART OF GRAVITY DENSIFICATION PROJECT, LOCATED IN WIDOT
 OM1368'DODGE COUNTY GRID REFERENCE C12, ABOUT 8.0 KM (4.95 MI)
 OM1368'NORTH-NORTHWEST OF MAYVILLE, IN THE NORTHEAST CORNER OF THE SOUTHWEST
 OM1368'1/4 OF SECTION 28, T13N, R16E, IN A CUT SECTION ON HIGHWAY
 OM1368'RIGHT-OF-WAY.  CONTACT DODGE COUNTY SURVEYORS OFFICE AT 414-386-3770
 OM1368'CONCERNING STATION COORDINATES.
 OM1368'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY TRUNK HIGHWAY Z
 OM1368'AND BAUER ROAD, GO SOUTHEAST ON COUNTY TRUNK HIGHWAY Z FOR 0.08 KM
 OM1368'(0.05 MI) TO THE STATION ON THE LEFT.
 OM1368'STATION IS A BRASS DISK SET IN TOP OF A 45 CM ROUND CONCRETE MONUMENT
 OM1368'FLUSH WITH THE GROUND.  IT IS 10.1 M (33.1 FT) EAST FROM THE CENTER
 OM1368'OF COUNTY TRUNK HIGHWAY Z AND 0.5 M (1.6 FT) WEST FROM A WHITE
 OM1368'PLASTIC T-POST.
 OM1368
 OM1368                          STATION RECOVERY (1999)
 OM1368
 OM1368'RECOVERY NOTE BY WI DEPT OF TRANSP 1999 (DJH)
 OM1368'THE STATION IS LOCATED ABOUT 26.6 KM (16.50 MI) SOUTHWEST OF FOND DU
 OM1368'LAC, AND 9.7 KM (6.00 MI) NORTHWEST OF MAYVILLE.  OWNERSHIP--DODGE
 OM1368'COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 151
 OM1368'BRIDGE OVER STATE HIGHWAY 49 ABOUT 0.8 KM (0.50 MI) EAST OF THE CITY
 OM1368'OF WAUPUN, GO EAST ON STATE HIGHWAY 49 FOR 9.09 KM (5.65 MI) TO COUNTY
 OM1368'HIGHWAY Z (SOUTH) ON THE RIGHT, TURN RIGHT AND GO SOUTH ON COUNTY
 OM1368'HIGHWAY Z FOR 6.1 KM (3.80 MI) TO BAUER ROAD ON THE LEFT, CONTINUE
 OM1368'SOUTH ON COUNTY HIGHWAY Z FOR 0.2 KM (0.10 MI) TO THE STATION ON THE
 OM1368'LEFT.  THE STATION IS A BRONZE DODGE COUNTY GPS NETWORK CONTROL
 OM1368'STATION DISK STAMPED --LEROY GPS 1992-- AND SET IN THE TOP OF A 45 CM
 OM1368'(18-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL
 OM1368'WITH THE HIGHWAY PAVEMENT.  THE STATION IS 10.2 M (33.5 FT) NORTHEAST
 OM1368'OF THE CENTERLINE OF COUNTY HIGHWAY Z, 39.4 M (129.3 FT)
 OM1368'NORTH-NORTHEAST OF TELEPHONE PEDESTAL --62--, 42 M (137.8 FT)
 OM1368'SOUTHEAST OF EXTENDED CENTERLINE OF PRIVATE ENTRANCE --N 10279--, 5 M
 OM1368'(16.4 FT) WEST-SOUTHWEST OF CULTIVATED FIELD, AND 0.5 M (1.6 FT)
 OM1368'WEST-SOUTHWEST OF A WHITE PLASTIC WITNESS POST. ---NOTE---THIS STATION
 OM1368'HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 OM1368'HORIZON.
 OM1368
 OM1368                          STATION RECOVERY (2002)
 OM1368
 OM1368'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (RJK)
 OM1368'NOTE - THE STATION IS SURROUNDED BY THREE, 10 CM SQUARE, ORANGE
 OM1368'COLORED PLASTIC GUARD POSTS.
 OM1368
 OM1368                          STATION RECOVERY (2003)
 OM1368
 OM1368'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM1368'RECOVERED IN GOOD CONDITION.  NOTE-- THERE IS NO WITNESS POST PRESENT.
 OM1368' 
 OM1368
 OM1368                          STATION RECOVERY (2004)
 OM1368
 OM1368'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 OM1368'RECOVERED AS DESCRIBED.
 OM1368
 OM1368                          STATION RECOVERY (2006)
 OM1368
 OM1368'RECOVERY NOTE BY US POWER SQUADRON 2006
 OM1368'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1370 ***********************************************************************
 OM1370  HT_MOD      -  This is a Height Modernization Survey Station.
 OM1370  DESIGNATION -  LEROY N GPS
 OM1370  PID         -  OM1370
 OM1370  STATE/COUNTY-  WI/DODGE
 OM1370  USGS QUAD   -  MAYVILLE NORTH (1981)
 OM1370
 OM1370                         *CURRENT SURVEY CONTROL
 OM1370  ___________________________________________________________________
 OM1370* NAD 83(1997)-  43 37 11.02401(N)    088 36 22.32220(W)     ADJUSTED  
 OM1370* NAVD 88     -       285.64   (meters)     937.1    (feet)  GPS OBS   
 OM1370  ___________________________________________________________________
 OM1370  X           -     112,496.181 (meters)                     COMP
 OM1370  Y           -  -4,623,538.338 (meters)                     COMP
 OM1370  Z           -   4,377,773.997 (meters)                     COMP
 OM1370  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 OM1370  ELLIP HEIGHT-         250.26  (meters)          (11/17/00) GPS OBS
 OM1370  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 OM1370  OBS GRAVITY -     980,385.0   (mgal)                       GRAV_OBS
 OM1370
 OM1370  HORZ ORDER  -  FIRST
 OM1370  ELLP ORDER  -  THIRD     CLASS II
 OM1370
 OM1370.The horizontal coordinates were established by GPS observations
 OM1370.and adjusted by the National Geodetic Survey in July 2000..
 OM1370
 OM1370.The orthometric height was determined by GPS observations and a
 OM1370.high-resolution geoid model using precise GPS observation and
 OM1370.processing techniques. It supersedes the leveled height previously
 OM1370.determined for this station.
 OM1370
 OM1370.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1370
 OM1370.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1370
 OM1370.The ellipsoidal height was determined by GPS observations
 OM1370.and is referenced to NAD 83.
 OM1370
 OM1370.The geoid height was determined by GEOID03.
 OM1370.The observed gravity was obtained from relative gravimeter ties
 OM1370.to the IGSN71 gravity network.
 OM1370
 OM1370;                    North         East     Units Scale Factor Converg.
 OM1370;SPC WI S     -   180,877.570   712,490.859   MT  0.99993980   +0 57 27.7
 OM1370;SPC WI S     -   593,429.16  2,337,563.76   sFT  0.99993980   +0 57 27.7
 OM1370;UTM  16      - 4,830,891.705   370,403.819   MT  0.99980659   -1 06 29.6
 OM1370
 OM1370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1370!SPC WI S     -   0.99996076  x   0.99993980  =   0.99990056
 OM1370!UTM  16      -   0.99996076  x   0.99980659  =   0.99976736
 OM1370
 OM1370:                Primary Azimuth Mark                     Grid Az
 OM1370:SPC WI S     -  LEROY N GPS AZ MK                        342 23 46.2
 OM1370:UTM  16      -  LEROY N GPS AZ MK                        344 27 43.5
 OM1370
 OM1370|---------------------------------------------------------------------|
 OM1370| PID    Reference Object                     Distance      Geod. Az  |
 OM1370|                                                           dddmmss.s |
 OM1370| AI5999 LEROY N GPS AZ MK                   402.584 METERS 3432113.9 |
 OM1370|---------------------------------------------------------------------|
 OM1370
 OM1370                          SUPERSEDED SURVEY CONTROL
 OM1370
 OM1370  ELLIP H (07/06/00)  250.26   (m)                       GP(       ) 2 1
 OM1370  NAVD 88 (10/20/00)  285.633  (m)          937.11   (f) ADJUSTED    2 1
 OM1370
 OM1370.Superseded values are not recommended for survey control.
 OM1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1370.See file dsdata.txt to determine how the superseded data were derived.
 OM1370
 OM1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7040430892(NAD 83)
 OM1370_MARKER: DD = SURVEY DISK
 OM1370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1370_SP_SET: CONCRETE POST
 OM1370_STAMPING: LEROY N GPS 1992
 OM1370_MARK LOGO: WI-027
 OM1370_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM1370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1370+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2004
 OM1370
 OM1370  HISTORY     - Date     Condition        Report By
 OM1370  HISTORY     - 1992     MONUMENTED       WI-027
 OM1370  HISTORY     - 19931122 GOOD             WIDT
 OM1370  HISTORY     - 19990817 GOOD             WIDT
 OM1370  HISTORY     - 20020805 GOOD             WIDT
 OM1370  HISTORY     - 20030813 GOOD             USPSQD
 OM1370  HISTORY     - 20040616 GOOD             WIDT
 OM1370
 OM1370                          STATION DESCRIPTION
 OM1370
 OM1370'DESCRIBED BY WI DEPT OF TRANSP 1993
 OM1370'STATION IS PART OF GRAVITY DENSIFICATION PROJECT, LOCATED IN WIDOT
 OM1370'DODGE COUNTY GRID REFERENCE A11, ABOUT 13.4 KM (8.30 MI)
 OM1370'WEST-NORTHWEST OF LOMIRA, IN THE SOUTHEAST CORNER OF THE SOUTHEAST 1/4
 OM1370'OF SECTION 05, T13N, R16E, IN THE SOUTH VISION CORNER OF THE
 OM1370'INTERSECTION OF COUNTY TRUNK HIGHWAY Z AND STATE HIGHWAY 49 ON
 OM1370'HIGHWAY RIGHT-OF-WAY. CONTACT DODGE COUNTY SURVEYORS OFFICE AT
 OM1370'414-386-3770 CONCERNING STATION COORDINATES.
 OM1370'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 151 AND STATE
 OM1370'HIGHWAY 49 ON THE EAST SIDE OF WAUPUN, GO EAST ON HIGHWAY 49 FOR 9.8
 OM1370'KM (6.10 MI) TO THE STATION ON THE RIGHT JUST PAST THE INTERSECTION
 OM1370'OF COUNTY TRUNK HIGHWAY Z SOUTH.
 OM1370'STATION IS A BRASS DISK SET IN TOP OF A 45 CM ROUND CONCRETE MONUMENT
 OM1370'FLUSH WITH THE GROUND.  IT IS 28.2 M (92.5 FT) NORTH FROM THE
 OM1370'NORTHWEST CORNER OF AN OLD FOUNDATION, 22.4 M (73.5 FT) WEST
 OM1370'SOUTHWEST FROM AN OLD METAL SIGN POST 04.D AND 0.5 M (1.6 FT) SOUTH
 OM1370'FROM A WHITE PLASTIC T-POST.
 OM1370
 OM1370                          STATION RECOVERY (1999)
 OM1370
 OM1370'RECOVERY NOTE BY WI DEPT OF TRANSP 1999 (DJH)
 OM1370'THE STATION IS LOCATED ABOUT 22.5 KM (14.00 MI) SOUTHWEST OF FOND DU
 OM1370'LAC, AND 9.66 KM (6.00 MI) EAST OF WAUPUN.  OWNERSHIP--WISCONSIN
 OM1370'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 OM1370'OF US HIGHWAY 151 BRIDGE OVER STATE HIGHWAY 49 ABOUT 0.8 KM (0.50 MI)
 OM1370'EAST OF THE CITY OF WAUPUN, GO EAST ON STATE HIGHWAY 49 FOR 9.09 KM
 OM1370'(5.65 MI) TO COUNTY HIGHWAY Z (SOUTH) ON THE RIGHT, TURN RIGHT AND GO
 OM1370'SOUTH ON COUNTY HIGHWAY Z (SOUTH) FOR 40 M (131.2 FT) TO THE STATION
 OM1370'ON THE LEFT.  THE STATION IS A BRONZE DODGE COUNTY GPS NETWORK CONTROL
 OM1370'STATION DISK STAMPED --LEROY N GPS 1992-- AND SET IN THE TOP OF 45 CM
 OM1370'(18-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL
 OM1370'WITH THE HIGHWAY PAVEMENT.  THE STATION IS 32.8 M (107.6 FT) SOUTHEAST
 OM1370'OF THE CENTERLINE OF COUNTY HIGHWAY Z, 38.6 M (126.6 FT) SOUTHWEST OF
 OM1370'THE CENTERLINE OF STATE HIGHWAY 49, 34.6 M (113.5 FT) SOUTH-SOUTHWEST
 OM1370'OF WOOD POST FOR --STATE HIGHWAY 49-- SIGN, 31.8 M (104.3 FT)
 OM1370'EAST-NORTHEAST OF WOOD POST FOR --COUNTY Z-- SIGN, 18.2 M (59.7 FT)
 OM1370'NORTH OF CENTERLINE OF PRIVATE ENTRANCE GRAVEL DRIVEWAY, AND 0.4 M
 OM1370'(1.3 FT) SOUTH OF A WHITE PLASTIC WITNESS POST. ---NOTE--- THIS
 OM1370'STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES
 OM1370'ABOVE THE HORIZON.
 OM1370
 OM1370                          STATION RECOVERY (2002)
 OM1370
 OM1370'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (RJK)
 OM1370'NOTE - THE STATION IS SURROUNDED BY THREE, 10 CM SQUARE, ORANGE
 OM1370'COLORED PLASTIC GUARD POSTS.
 OM1370
 OM1370                          STATION RECOVERY (2003)
 OM1370
 OM1370'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM1370'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS AT THE JUNCTION OF
 OM1370'HIGHWAY 49 AND COUNTY ROAD Z (SOUTH).
 OM1370
 OM1370                          STATION RECOVERY (2004)
 OM1370
 OM1370'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 OM1370'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI5999 ***********************************************************************
 AI5999  DESIGNATION -  LEROY N GPS AZ MK
 AI5999  PID         -  AI5999
 AI5999  STATE/COUNTY-  WI/DODGE
 AI5999  USGS QUAD   -  MAYVILLE NORTH (1981)
 AI5999
 AI5999                         *CURRENT SURVEY CONTROL
 AI5999  ___________________________________________________________________
 AI5999* NAD 83(1997)-  43 37 23.52176(N)    088 36 27.46600(W)     ADJUSTED  
 AI5999* NAVD 88     -       277.104  (meters)     909.13   (feet)  ADJUSTED  
 AI5999  ___________________________________________________________________
 AI5999  X           -     112,374.264 (meters)                     COMP
 AI5999  Y           -  -4,623,268.931 (meters)                     COMP
 AI5999  Z           -   4,378,047.338 (meters)                     COMP
 AI5999  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 AI5999  ELLIP HEIGHT-         241.72  (meters)          (11/17/00) GPS OBS
 AI5999  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 AI5999  DYNAMIC HT  -         277.039 (meters)     908.92  (feet)  COMP
 AI5999  MODELED GRAV-     980,379.9   (mgal)                       NAVD 88
 AI5999
 AI5999  HORZ ORDER  -  FIRST
 AI5999  VERT ORDER  -  SECOND    CLASS I
 AI5999  ELLP ORDER  -  THIRD     CLASS II
 AI5999
 AI5999.The horizontal coordinates were established by GPS observations
 AI5999.and adjusted by the National Geodetic Survey in July 2000..
 AI5999
 AI5999.The orthometric height was determined by differential leveling
 AI5999.and adjusted by the National Geodetic Survey in October 2000..
 AI5999
 AI5999.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5999
 AI5999.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5999
 AI5999.The ellipsoidal height was determined by GPS observations
 AI5999.and is referenced to NAD 83.
 AI5999
 AI5999.The geoid height was determined by GEOID03.
 AI5999
 AI5999.The dynamic height is computed by dividing the NAVD 88
 AI5999.geopotential number by the normal gravity value computed on the
 AI5999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5999.degrees latitude (g = 980.6199 gals.).
 AI5999
 AI5999.The modeled gravity was interpolated from observed gravity values.
 AI5999
 AI5999;                    North         East     Units Scale Factor Converg.
 AI5999;SPC WI S     -   181,261.278   712,369.112   MT  0.99994003   +0 57 24.1
 AI5999;SPC WI S     -   594,688.04  2,337,164.33   sFT  0.99994003   +0 57 24.1
 AI5999;UTM  16      - 4,831,279.500   370,295.997   MT  0.99980693   -1 06 33.4
 AI5999
 AI5999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5999!SPC WI S     -   0.99996210  x   0.99994003  =   0.99990213
 AI5999!UTM  16      -   0.99996210  x   0.99980693  =   0.99976903
 AI5999
 AI5999:                Primary Azimuth Mark                     Grid Az
 AI5999:SPC WI S     -  LEROY N GPS                              162 23 46.3
 AI5999:UTM  16      -  LEROY N GPS                              164 27 43.8
 AI5999
 AI5999|---------------------------------------------------------------------|
 AI5999| PID    Reference Object                     Distance      Geod. Az  |
 AI5999|                                                           dddmmss.s |
 AI5999| OM1370 LEROY N GPS                         402.584 METERS 1632110.4 |
 AI5999|---------------------------------------------------------------------|
 AI5999
 AI5999                          SUPERSEDED SURVEY CONTROL
 AI5999
 AI5999  ELLIP H (07/06/00)  241.72   (m)                       GP(       ) 2 1
 AI5999
 AI5999.Superseded values are not recommended for survey control.
 AI5999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5999.See file dsdata.txt to determine how the superseded data were derived.
 AI5999
 AI5999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7029631280(NAD 83)
 AI5999_MARKER: DZ = AZIMUTH MARK DISK
 AI5999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5999_STAMPING: LEROY N GPS AZ MK 1992
 AI5999_MARK LOGO: WI-027
 AI5999_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI5999_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5999+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2004
 AI5999
 AI5999  HISTORY     - Date     Condition        Report By
 AI5999  HISTORY     - 1992     MONUMENTED       WI-027
 AI5999  HISTORY     - 19990817 GOOD             WIDT
 AI5999  HISTORY     - 20030816 GOOD             USPSQD
 AI5999  HISTORY     - 20040709 GOOD             WIDT
 AI5999
 AI5999                          STATION DESCRIPTION
 AI5999
 AI5999'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI5999'THE STATION IS LOCATED ABOUT 21.7 KM (13.50 MI) SOUTHWEST OF FOND DU
 AI5999'LAC, AND 9.7 KM (6.00 MI) EAST OF WAUPUN.  OWNERSHIP--WISCONSIN
 AI5999'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AI5999'OF US HIGHWAY 151 BRIDGE OVER STATE HIGHWAY 49 ABOUT 0.8 KM (0.50 MI)
 AI5999'EAST OF THE CITY OF WAUPUN, GO EAST ON STATE HIGHWAY 49 FOR 7.64 KM
 AI5999'(4.75 MI) TO WILDGOOSE ROAD ON THE LEFT, CONTINUE EAST ON STATE
 AI5999'HIGHWAY 49 FOR 1.1 KM (0.70 MI) TO THE STATION ON THE LEFT.  THE
 AI5999'STATION IS A BRONZE DODGE COUNTY GPS NETWORK CONTROL STATION DISK
 AI5999'STAMPED --LEROY N GPS AZ MK 1992-- AND SET IN THE TOP OF 45 CM
 AI5999'(18-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 1 M
 AI5999'(3.3 FT) ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 14.3 M (46.9 FT)
 AI5999'EAST OF THE CENTERLINE OF STATE HIGHWAY 49, 80.5 M (264.1 FT) NORTH OF
 AI5999'EXTENDED CENTERLINE OF COUNTY Z (NORTH) , 43.8 M (143.7 FT) NORTH OF A
 AI5999'WOOD POST FOR --NO PASSING ZONE-- SIGN, 38.8 M (127.3 FT)
 AI5999'EAST-SOUTHEAST OF POWER POLE --13-16-5 35/18--, AND 0.4 M (1.3 FT)
 AI5999'WEST-SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 AI5999
 AI5999                          STATION RECOVERY (2003)
 AI5999
 AI5999'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI5999'RECOVERED IN GOOD CONDITION.
 AI5999
 AI5999                          STATION RECOVERY (2004)
 AI5999
 AI5999'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI5999'RECOVERED AS DESCRIBED AND TWO WHITE WITNESS POSTS ADDED.  THE STATION
 AI5999'IS IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS
 AI5999'POSTS.  --NO PASSING-- SIGN NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE8652 ***********************************************************************
 AE8652  DESIGNATION -  LEVIS EAST GPS
 AE8652  PID         -  AE8652
 AE8652  STATE/COUNTY-  WI/CLARK
 AE8652  USGS QUAD   -  HATFIELD NE (1985)
 AE8652
 AE8652                         *CURRENT SURVEY CONTROL
 AE8652  ___________________________________________________________________
 AE8652* NAD 83(1997)-  44 26 46.90188(N)    090 33 32.33663(W)     ADJUSTED  
 AE8652* NAVD 88     -       291.6    (meters)     957.     (feet)  VERTCON   
 AE8652  ___________________________________________________________________
 AE8652  X           -     -44,497.456 (meters)                     COMP
 AE8652  Y           -  -4,560,851.201 (meters)                     COMP
 AE8652  Z           -   4,443,815.797 (meters)                     COMP
 AE8652  LAPLACE CORR-          -6.57  (seconds)                    DEFLEC99
 AE8652  ELLIP HEIGHT-         258.20  (meters)          (06/03/99) GPS OBS
 AE8652  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 AE8652
 AE8652  HORZ ORDER  -  FIRST
 AE8652  ELLP ORDER  -  THIRD     CLASS I
 AE8652
 AE8652.The horizontal coordinates were established by GPS observations
 AE8652.and adjusted by the National Geodetic Survey in June 1999..
 AE8652
 AE8652.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE8652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE8652
 AE8652.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8652
 AE8652.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8652
 AE8652.The ellipsoidal height was determined by GPS observations
 AE8652.and is referenced to NAD 83.
 AE8652
 AE8652.The geoid height was determined by GEOID03.
 AE8652
 AE8652;                    North         East     Units Scale Factor Converg.
 AE8652;SPC WI C     -    68,271.629   555,505.382   MT  0.99996867   -0 23 39.9
 AE8652;SPC WI C     -   223,987.84  1,822,520.57   sFT  0.99996867   -0 23 39.9
 AE8652;UTM  15      - 4,924,349.371   694,234.459   MT  1.00006398   +1 42 35.4
 AE8652
 AE8652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8652!SPC WI C     -   0.99995952  x   0.99996867  =   0.99992819
 AE8652!UTM  15      -   0.99995952  x   1.00006398  =   1.00002349
 AE8652
 AE8652                          SUPERSEDED SURVEY CONTROL
 AE8652
 AE8652  NAD 83(1991)-  44 26 46.90123(N)    090 33 32.33550(W) AD(       ) 1
 AE8652  ELLIP H (04/20/98)  258.24   (m)                       GP(       ) 3 1
 AE8652  NGVD 29 (04/20/98)  291.6    (m)          957.     (f) GPS OBS        
 AE8652
 AE8652.Superseded values are not recommended for survey control.
 AE8652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8652.See file dsdata.txt to determine how the superseded data were derived.
 AE8652
 AE8652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK9423424349(NAD 83)
 AE8652_MARKER: DD = SURVEY DISK
 AE8652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8652_STAMPING: LEVIS-EAST GPS 1996
 AE8652_MARK LOGO: WI-019
 AE8652_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE8652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8652+STABILITY: SURFACE MOTION
 AE8652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8652+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE8652
 AE8652  HISTORY     - Date     Condition        Report By
 AE8652  HISTORY     - 1997     MONUMENTED       AYRES
 AE8652
 AE8652                          STATION DESCRIPTION
 AE8652
 AE8652'DESCRIBED BY AYRES ASSOCIATES 1997 (CMS)
 AE8652'THE STATION IS 13.0 KM (8.05 MI) AIR MILES SOUTH 13 DEGREES EAST FROM
 AE8652'THE CLARK COUNTY COURTHOUSE.  THE STATION IS LOCATED IN THE NORTHEAST
 AE8652'1/4 OF SECTION 25, T23N-R2W, TOWN OF LEVIS, CLARK COUNTY, WI. TO REACH
 AE8652'THE STATION FROM THE INTERSECTION OF ANDERSON ROAD AND OWEN AVENUE, GO
 AE8652'SOUTH ON OWEN AVENUE FOR 0.72 KM (0.45 MI) TO THE STATION ON THE
 AE8652'RIGHT. THE STATION IS A CLARK COUNTY BRASS SURVEY DISK STAMPED
 AE8652'---LEVIS-EAST GPS 1996---, SET IN THE TOP OF A CONCRETE MONUMENT FLUSH
 AE8652'WITH THE GROUND AND 8.2 M (26.9 FT) WEST OF THE CENTERLINE OF OWEN
 AE8652'AVENUE, AND 0.9 M (3.0 FT) EAST OF A SIX FOOT HIGH WIRE FENCE LINE,
 AE8652'AND 57.9 M (190.0 FT) NORTH OF THE CENTERLINE OF A GRAVEL FARM
 AE8652'ENTRANCE TO THE WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0129 ***********************************************************************
 QM0129  DESIGNATION -  LEWIS
 QM0129  PID         -  QM0129
 QM0129  STATE/COUNTY-  WI/FOREST
 QM0129  USGS QUAD   -  ARGONNE (1965)
 QM0129
 QM0129                         *CURRENT SURVEY CONTROL
 QM0129  ___________________________________________________________________
 QM0129* NAD 83(1991)-  45 39 25.20820(N)    088 55 44.24307(W)     ADJUSTED  
 QM0129* NAVD 88     -       509.568  (meters)    1671.81   (feet)  ADJUSTED  
 QM0129  ___________________________________________________________________
 QM0129  LAPLACE CORR-          -5.08  (seconds)                    DEFLEC99
 QM0129  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 QM0129  DYNAMIC HT  -         509.537 (meters)    1671.71  (feet)  COMP
 QM0129  MODELED GRAV-     980,538.3   (mgal)                       NAVD 88
 QM0129
 QM0129  HORZ ORDER  -  FIRST
 QM0129  VERT ORDER  -  FIRST     CLASS II
 QM0129
 QM0129.The horizontal coordinates were established by classical geodetic methods
 QM0129.and adjusted by the National Geodetic Survey in November 1991..
 QM0129
 QM0129.The orthometric height was determined by differential leveling
 QM0129.and adjusted by the National Geodetic Survey in June 1991..
 QM0129
 QM0129.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0129
 QM0129.The geoid height was determined by GEOID03.
 QM0129
 QM0129.The dynamic height is computed by dividing the NAVD 88
 QM0129.geopotential number by the normal gravity value computed on the
 QM0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0129.degrees latitude (g = 980.6199 gals.).
 QM0129
 QM0129.The modeled gravity was interpolated from observed gravity values.
 QM0129
 QM0129;                    North         East     Units Scale Factor Converg.
 QM0129;SPC WI N     -    55,060.527   683,473.928   MT  0.99998483   +0 46 21.4
 QM0129;SPC WI N     -   180,644.41  2,242,364.05   sFT  0.99998483   +0 46 21.4
 QM0129;UTM  16      - 5,057,748.789   349,716.829   MT  0.99987767   -1 22 47.2
 QM0129
 QM0129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0129!SPC WI N     -   0.99992528  x   0.99998483  =   0.99991011
 QM0129!UTM  16      -   0.99992528  x   0.99987767  =   0.99980296
 QM0129
 QM0129:                Primary Azimuth Mark                     Grid Az
 QM0129:SPC WI N     -  FARR                                     093 31 50.1
 QM0129:UTM  16      -  FARR                                     095 40 58.7
 QM0129
 QM0129|---------------------------------------------------------------------|
 QM0129| PID    Reference Object                     Distance      Geod. Az  |
 QM0129|                                                           dddmmss.s |
 QM0129| QM0130 FARR                                APPROX. 2.3 KM 0941811.5 |
 QM0129|---------------------------------------------------------------------|
 QM0129
 QM0129                          SUPERSEDED SURVEY CONTROL
 QM0129
 QM0129  NAD 83(1986)-  45 39 25.21471(N)    088 55 44.24144(W) AD(       ) 1
 QM0129  NAD 27      -  45 39 25.35000(N)    088 55 43.83000(W) AD(       ) 1
 QM0129  NGVD 29 (??/??/92)  509.550  (m)         1671.75   (f) ADJ UNCH    1 2
 QM0129
 QM0129.Superseded values are not recommended for survey control.
 QM0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0129.See file dsdata.txt to determine how the superseded data were derived.
 QM0129
 QM0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR4971757749(NAD 83)
 QM0129_MARKER: DS = TRIANGULATION STATION DISK
 QM0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0129_STAMPING: LEWIS 1921
 QM0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0129+STABILITY: SURFACE MOTION
 QM0129_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0129+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2005
 QM0129
 QM0129  HISTORY     - Date     Condition        Report By
 QM0129  HISTORY     - 1921     MONUMENTED       CGS
 QM0129  HISTORY     - 1934     MARK NOT FOUND   NGS
 QM0129  HISTORY     - 1935     GOOD             WIGS
 QM0129  HISTORY     - 1974     GOOD             WIDT
 QM0129  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0129  HISTORY     - 20051206 GOOD             WIDT
 QM0129
 QM0129                          STATION DESCRIPTION
 QM0129
 QM0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0129'STATION IS ABOUT 2-1/2 MILES W OF ARGONNE ON THE EXTENSION OF THE
 QM0129'S RAIL OF THE TANGENT FROM THE E, AT THE SECOND CURVE W OF ARGONNE
 QM0129'AND 22.385 METERS (73.460 FEET) N OF THE N RAIL OF THE MINNEAPOLIS,
 QM0129'ST. PAUL AND SAULT STE. MARIE RAILWAY.
 QM0129'
 QM0129'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 QM0129'DISKS SET IN CONCRETE.
 QM0129'
 QM0129'THE UNDERGROUND MARK IS 32 INCHES DEEP.
 QM0129
 QM0129                          STATION RECOVERY (1934)
 QM0129
 QM0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QM0129'2.6 MI W FROM ARGONNE.
 QM0129'2.6 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QM0129'MARIE RAILROAD FROM ARGONNE, FOREST COUNTY, AT THE SECOND
 QM0129'CURVE WEST OF ARGONNE, IN LINE WITH THE SOUTH RAIL OF THE EAST
 QM0129'TANGENT, AND 73.5 FEET NORTH OF THE NORTH RAIL.  A STANDARD
 QM0129'TRIANGULATION-STATION DISK, STAMPED LEWIS 1921 AND SET IN THE
 QM0129'TOP OF A CONCRETE POST.
 QM0129
 QM0129                          STATION RECOVERY (1935)
 QM0129
 QM0129'RECOVERY NOTE BY WISCONSIN GEODETIC SURVEY 1935
 QM0129'DESCRIPTION ADEQUATE.  MARK FOUND AS DESCRIBED AND IN GOOD
 QM0129'CONDITION.
 QM0129
 QM0129                          STATION RECOVERY (1974)
 QM0129
 QM0129'RECOVERY NOTE BY WI DEPT OF TRANSP 1974 (EOD)
 QM0129'LEWIS 1921-GOOD
 QM0129'
 QM0129'SET WITNESS POST ABOUT 3.0 FT. NORTH OF STATION.  THE PRESENT
 QM0129'DESCRIPTION IS ADEQUATE-FOUND AS DESCRIBED.
 QM0129
 QM0129                          STATION RECOVERY (1985)
 QM0129
 QM0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0129'MARK NOT FOUND.
 QM0129
 QM0129                          STATION RECOVERY (2005)
 QM0129
 QM0129'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0129'RECOVERED IN GOOD CONDITION. --ADD THE STATION IS 7.3 M NORTH OF A US
 QM0129'FOREST SERVICE MONUMENT STAMPED -S25 T37N R12E 1987 S1665- AND 1.0 M
 QM0129'SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1189 ***********************************************************************
 OM1189  DESIGNATION -  LEWISTON
 OM1189  PID         -  OM1189
 OM1189  STATE/COUNTY-  WI/COLUMBIA
 OM1189  USGS QUAD   -  LEWISTON (1975)
 OM1189
 OM1189                         *CURRENT SURVEY CONTROL
 OM1189  ___________________________________________________________________
 OM1189* NAD 83(1991)-  43 34 39.30274(N)    089 38 02.80017(W)     ADJUSTED  
 OM1189* NAVD 88     -       247.     (meters)     810.     (feet)  SCALED    
 OM1189  ___________________________________________________________________
 OM1189  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 OM1189  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 OM1189
 OM1189  HORZ ORDER  -  THIRD
 OM1189
 OM1189.The horizontal coordinates were established by classical geodetic methods
 OM1189.and adjusted by the National Geodetic Survey in November 1991..
 OM1189
 OM1189.The orthometric height was scaled from a topographic map.
 OM1189
 OM1189.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1189
 OM1189.The geoid height was determined by GEOID03.
 OM1189
 OM1189;                    North         East     Units Scale Factor Converg.
 OM1189;SPC WI S     -   175,320.070   629,552.007   MT  0.99993727   +0 15 05.1
 OM1189;SPC WI S     -   575,195.93  2,065,455.21   sFT  0.99993727   +0 15 05.1
 OM1189;UTM  16      - 4,828,329.136   287,316.092   MT  1.00015643   -1 48 59.3
 OM1189
 OM1189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1189!SPC WI S     -   0.99996683  x   0.99993727  =   0.99990411
 OM1189!UTM  16      -   0.99996683  x   1.00015643  =   1.00012326
 OM1189
 OM1189|---------------------------------------------------------------------|
 OM1189| PID    Reference Object                     Distance      Geod. Az  |
 OM1189|                                                           dddmmss.s |
 OM1189| CJ7938 LEWISTON RM 1                        10.302 METERS 01048     |
 OM1189| OM1134 ATT MICRO TWR 4 MI N MERRIMAC       APPROX.16.4 KM 1835959.7 |
 OM1189| CJ7939 LEWISTON RM 2                         7.719 METERS 26758     |
 OM1189| OM0534 W 83                                               3314807.5 |
 OM1189|---------------------------------------------------------------------|
 OM1189
 OM1189                          SUPERSEDED SURVEY CONTROL
 OM1189
 OM1189  NAD 83(1986)-  43 34 39.29598(N)    089 38 02.80663(W) AD(       ) 3
 OM1189  NAD 27      -  43 34 39.36690(N)    089 38 02.36350(W) AD(       ) 3
 OM1189
 OM1189.Superseded values are not recommended for survey control.
 OM1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1189.See file dsdata.txt to determine how the superseded data were derived.
 OM1189
 OM1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP8731628329(NAD 83)
 OM1189_MARKER: DS = TRIANGULATION STATION DISK
 OM1189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1189
 OM1189  HISTORY     - Date     Condition        Report By
 OM1189  HISTORY     - 1958     MONUMENTED       CGS
 OM1189
 OM1189                          STATION DESCRIPTION
 OM1189
 OM1189'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1189'THE STATION IS ABOUT 8.5 MILES WEST-NORTHWEST OF PORTAGE,
 OM1189'ABOUT 0.2 MILE SOUTHEAST OF MR. SCHUANZ FARM HOUSE, ON A HIGH
 OM1189'KNOLL IN A PASTURE FIELD.  IT IS IN THE NORTHWEST 1/4 SEC. 26 T.
 OM1189'13 N. R. 7 E, 110 FEET NORTH OF A WIRE FENCE AND 21 FEET
 OM1189'EAST OF THE HIGHEST POINT OF KNOLL.  THE MONUMENT PROJECTS
 OM1189'2 INCHES AND THE DISK IS STAMPED LEWISTON 1958.
 OM1189'
 OM1189'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 OM1189'16 AND STATE HIGHWAY 127, ABOUT 2 MILES NORTHWEST OF PORTAGE,
 OM1189'GO NORTHWEST ON U.S. HIGHWAY 16 FOR 5.5 MILES TO A PAVED
 OM1189'CROSSROAD.  CONTINUE NORTHWEST ON HIGHWAY 16 FOR 1.5 MILES
 OM1189'TO ANOTHER CROSSROAD.  TURN LEFT AND GO SOUTH FOR ABOUT 50
 OM1189'FEET.  TURN RIGHT AND GO WEST ON A PAVED ROAD FOR 0.3 MILE TO
 OM1189'A DRIVEWAY LEFT AND BENCH MARK W 83 AS DESCRIBED.  TURN LEFT
 OM1189'AND GO SOUTH ON THE DRIVEWAY, CROSSING THREE RAILROAD TRACKS,
 OM1189'FOR 0.1 MILE TO MR. SCHUANZ FARM HOUSE ON THE LEFT AND BARN
 OM1189'ON THE RIGHT.  TURN RIGHT AND GO AROUND BARN AND SILO ON A
 OM1189'FARM LANE FOR 0.1 MILE TO A WIRE FENCE.  TURN RIGHT AND
 OM1189'GO WEST ALONG THE NORTH SIDE OF AN EAST-WEST FENCE LINE
 OM1189'FOR 0.05 MILE TO A WIRE GATE ON THE LEFT.  TURN LEFT
 OM1189'PASSING THROUGH WIRE GATE, THEN LEFT AGAIN AND GO
 OM1189'EASTERLY ALONG SOUTH SIDE OF A WIRE FENCE FOR 0.15 MILE
 OM1189'TO A FENCE CORNER.  TURN LEFT AND GO NORTH FOR ABOUT 200
 OM1189'FEET TO ANOTHER FENCE CORNER.  TURN RIGHT AND GO EAST
 OM1189'ALONG SOUTH SIDE OF FENCE 275 FEET TO A FENCE CORNER AND
 OM1189'A WIRE GATE ON THE LEFT.  TURN LEFT AND PASS THROUGH WIRE
 OM1189'GATE AND GO EAST ALONG BASE OF KNOLL ON A FIELD ROAD FOR
 OM1189'0.1 MILE TO A FENCE CORNER WITH A CEDAR TREE FOR THE
 OM1189'CORNER POST.  TURN BACK SHARP LEFT AND PICK WAY UP SOUTH SIDE
 OM1189'OF KNOLL THROUGH SCATTERED TIMBER FOR 0.2 MILE TO THE TOP
 OM1189'OF KNOLL AND THE STATION AS DESCRIBED.
 OM1189'
 OM1189'REFERENCE MARK 1 IS 44 FEET NORTHEAST OF THE HIGHEST POINT
 OM1189'OF THE KNOLL, SET IN A DRILL HOLE IN THE TOP OF A 24 INCH BY
 OM1189'14 INCH RECTANGULAR SHAPED ROCK THAT PROJECTS FLUSH.  THE
 OM1189'DISK IS STAMPED LEWISTON NO 1 1958.
 OM1189'
 OM1189'REFERENCE MARK 2 IS SET IN A DRILL HOLE IN THE TOP OF A
 OM1189'14 INCH BY 12 INCH RECTANGULAR SHAPED ROCK THAT PROJECTS 2
 OM1189'INCHES ABOVE THE GROUND SURFACE.  IT IS 107 FEET NORTH OF THE
 OM1189'FENCE LINE AND IS ON THE HIGHEST POINT OF THE KNOLL.  THE
 OM1189'DISK IS STAMPED LEWISTON NO 2 1958.
 OM1189'
 OM1189'BENCH MARK W 83 IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 OM1189'BENCH MARK DISK STAMPED W 83 1934 SET IN THE TOP OF AN 8 X 8
 OM1189'INCH CONCRETE POST THAT PROJECTS 8 INCHES ABOVE THE GROUND
 OM1189'SURFACE.  IT IS 25 FEET NORTH OF THE NORTH RAIL OF THE CHICAGO
 OM1189'MILWAUKEE AND ST. PAUL RAILROAD TRACKS, 47 FEET SOUTH OF THE
 OM1189'CENTERLINE OF A PAVED ROAD, 18 FEET WEST OF THE CENTERLINE OF
 OM1189'A GRAVELED DRIVEWAY AND 1 FOOT EAST OF A WHITE WITNESS POST.
 OM1189'
 OM1189'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5587 ***********************************************************************
 DH5587  DESIGNATION -  LEWISTON E GPS
 DH5587  PID         -  DH5587
 DH5587  STATE/COUNTY-  WI/COLUMBIA
 DH5587  USGS QUAD   -  PORTAGE (1984)
 DH5587
 DH5587                         *CURRENT SURVEY CONTROL
 DH5587  ___________________________________________________________________
 DH5587* NAD 83(1997)-  43 35 36.75344(N)    089 29 33.00134(W)     ADJUSTED  
 DH5587* NAVD 88     -                                                        
 DH5587  ___________________________________________________________________
 DH5587  X           -      40,982.281 (meters)                     COMP
 DH5587  Y           -  -4,626,703.580 (meters)                     COMP
 DH5587  Z           -   4,375,640.242 (meters)                     COMP
 DH5587  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 DH5587  ELLIP HEIGHT-         211.12  (meters)          (08/01/05) GPS OBS
 DH5587  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 DH5587
 DH5587  HORZ ORDER  -  FIRST
 DH5587  ELLP ORDER  -  SECOND    CLASS I
 DH5587
 DH5587.The horizontal coordinates were established by GPS observations
 DH5587.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5587
 DH5587
 DH5587.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5587
 DH5587.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5587
 DH5587.The ellipsoidal height was determined by GPS observations
 DH5587.and is referenced to NAD 83.
 DH5587
 DH5587.The geoid height was determined by GEOID03.
 DH5587
 DH5587;                    North         East     Units Scale Factor Converg.
 DH5587;SPC WI S     -   177,152.883   640,978.676   MT  0.99993817   +0 20 55.3
 DH5587;SPC WI S     -   581,209.08  2,102,944.21   sFT  0.99993817   +0 20 55.3
 DH5587;UTM  16      - 4,829,748.703   298,803.628   MT  1.00009794   -1 43 09.3
 DH5587
 DH5587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5587!SPC WI S     -   0.99996689  x   0.99993817  =   0.99990507
 DH5587!UTM  16      -   0.99996689  x   1.00009794  =   1.00006483
 DH5587
 DH5587                          SUPERSEDED SURVEY CONTROL
 DH5587
 DH5587.No superseded survey control is available for this station.
 DH5587
 DH5587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP9880429749(NAD 83)
 DH5587_MARKER: DD = SURVEY DISK
 DH5587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5587_STAMPING: LEWISTON E GPS 1994
 DH5587_MARK LOGO: WIDT  
 DH5587_PROJECTION: FLUSH
 DH5587_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5587+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2003
 DH5587
 DH5587  HISTORY     - Date     Condition        Report By
 DH5587  HISTORY     - 1993     MONUMENTED       WI-021
 DH5587  HISTORY     - 20030814 GOOD             WIDT
 DH5587
 DH5587                          STATION DESCRIPTION
 DH5587
 DH5587'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5587'OWNERSHIP--COLUMBIA COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5587'INTERSTATE  HIGHWAY 39 WITH STATE HIGHWAY 51 IN THE CITY OF PORTAGE,
 DH5587'GO SOUTH ON STATE HIGHWAY 51  FOR 0.45 MI TO COUNTY HIGHWAY CX
 DH5587'(GUNDERSON DRIVE), TURN LEFT AND GO NORTH ON COUNTY  HIGHWAY CX FOR
 DH5587'2.2 MI TO COUNTY HIGHWAY X, TURN LEFT AND GO WEST ON COUNTY HIGHWAY X
 DH5587'FOR 1.4 MI TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DH5587'WISCONSIN DEPARTMENT  OF TRANSPORTATION GEODETIC CONTROL MARKER DISK
 DH5587'SET IN THE TOP OF A 45-CM DIAMETER  CONCRETE POST ABOUT LEVEL WITH THE
 DH5587'HIGHWAY PAVEMENT.  THE STATION IS 6.7 M SOUTH OF  THE CENTERLINE OF
 DH5587'COUNTY HIGHWAY X, 0.05 MI WEST OF PRIVATE ENTRANCE --W9840--, 0.05 MI
 DH5587'EAST OF DEVINE ROAD, 3.9 M NORTH OF A BARBWIRE FENCE AND 3.9 M NORTH
 DH5587'OF A WHITE PLASTIC  WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DH5587'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN  15 DEGREES EXCEPT FOR A
 DH5587'TREE TO THE NORTHWEST EXTENDING TO 24 DEGREES ABOVE THE  HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5589 ***********************************************************************
 DH5589  DESIGNATION -  LEWISTON S GPS
 DH5589  PID         -  DH5589
 DH5589  STATE/COUNTY-  WI/COLUMBIA
 DH5589  USGS QUAD   -  PINE ISLAND (1979)
 DH5589
 DH5589                         *CURRENT SURVEY CONTROL
 DH5589  ___________________________________________________________________
 DH5589* NAD 83(1997)-  43 33 50.56687(N)    089 33 08.71331(W)     ADJUSTED  
 DH5589* NAVD 88     -                                                        
 DH5589  ___________________________________________________________________
 DH5589  X           -      36,161.274 (meters)                     COMP
 DH5589  Y           -  -4,629,000.244 (meters)                     COMP
 DH5589  Z           -   4,373,263.458 (meters)                     COMP
 DH5589  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 DH5589  ELLIP HEIGHT-         207.28  (meters)          (08/01/05) GPS OBS
 DH5589  GEOID HEIGHT-         -35.50  (meters)                     GEOID03
 DH5589
 DH5589  HORZ ORDER  -  FIRST
 DH5589  ELLP ORDER  -  SECOND    CLASS I
 DH5589
 DH5589.The horizontal coordinates were established by GPS observations
 DH5589.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5589
 DH5589
 DH5589.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5589
 DH5589.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5589
 DH5589.The ellipsoidal height was determined by GPS observations
 DH5589.and is referenced to NAD 83.
 DH5589
 DH5589.The geoid height was determined by GEOID03.
 DH5589
 DH5589;                    North         East     Units Scale Factor Converg.
 DH5589;SPC WI S     -   173,848.274   636,158.001   MT  0.99993657   +0 18 27.1
 DH5589;SPC WI S     -   570,367.21  2,087,128.37   sFT  0.99993657   +0 18 27.1
 DH5589;UTM  16      - 4,826,619.625   293,866.014   MT  1.00012269   -1 45 34.8
 DH5589
 DH5589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5589!SPC WI S     -   0.99996750  x   0.99993657  =   0.99990407
 DH5589!UTM  16      -   0.99996750  x   1.00012269  =   1.00009018
 DH5589
 DH5589                          SUPERSEDED SURVEY CONTROL
 DH5589
 DH5589.No superseded survey control is available for this station.
 DH5589
 DH5589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP9386626620(NAD 83)
 DH5589_MARKER: DD = SURVEY DISK
 DH5589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5589_STAMPING: LEWISTON S GPS 1994
 DH5589_MARK LOGO: WIDT  
 DH5589_PROJECTION: FLUSH
 DH5589_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5589+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2003
 DH5589
 DH5589  HISTORY     - Date     Condition        Report By
 DH5589  HISTORY     - 1994     MONUMENTED       WI-021
 DH5589  HISTORY     - 20030814 GOOD             WIDT
 DH5589
 DH5589                          STATION DESCRIPTION
 DH5589
 DH5589'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5589'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH5589'STATION FROM THE  JUNCTION OF STATE HIGHWAY 16 WITH STATE HIGHWAY 127
 DH5589'IN THE CITY OF PORTAGE, GO WEST ON  STATE HIGHWAY 16 FOR 1.8 MI TO
 DH5589'KLAPPSTEIN ROAD ON THE RIGHT, CONTINUE WEST ON STATE  HIGHWAY 16 FOR
 DH5589'1.1 MI TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DH5589'DEPARTMENT OF TRANSPORTATION GEODETIC CONTROL MARKER DISK SET IN THE
 DH5589'TOP OF A 45-CM  DIAMETER CONCRETE POST ABOUT 1.0 M BELOW THE HIGHWAY
 DH5589'PAVEMENT.  THE STATION IS 11.9  M SOUTHWEST OF THE CENTERLINE OF STATE
 DH5589'HIGHWAY 16, 71.2 M EAST OF A --WARNING BURIED  CABLE-- POST, 39.2 M
 DH5589'NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS, 1.2 M NORTH OF A
 DH5589'WHITE  PLASTIC WITNESS POST AND 1.0 M NORTH, SOUTHEAST, SOUTHWEST OF
 DH5589'THREE ORANGE 4X4  PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS
 DH5589'NO VISIBLE OBSTRUCTIONS EXTENDING  HIGHER  THAN 15 DEGREES ABOVE THE
 DH5589'HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5590 ***********************************************************************
 DH5590  DESIGNATION -  LEWISTON W GPS
 DH5590  PID         -  DH5590
 DH5590  STATE/COUNTY-  WI/COLUMBIA
 DH5590  USGS QUAD   -  LEWISTON (1975)
 DH5590
 DH5590                         *CURRENT SURVEY CONTROL
 DH5590  ___________________________________________________________________
 DH5590* NAD 83(1997)-  43 34 45.00188(N)    089 37 41.32839(W)     ADJUSTED  
 DH5590* NAVD 88     -                                                        
 DH5590  ___________________________________________________________________
 DH5590  X           -      30,035.706 (meters)                     COMP
 DH5590  Y           -  -4,627,887.925 (meters)                     COMP
 DH5590  Z           -   4,374,482.468 (meters)                     COMP
 DH5590  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 DH5590  ELLIP HEIGHT-         209.89  (meters)          (08/01/05) GPS OBS
 DH5590  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 DH5590
 DH5590  HORZ ORDER  -  FIRST
 DH5590  ELLP ORDER  -  SECOND    CLASS I
 DH5590
 DH5590.The horizontal coordinates were established by GPS observations
 DH5590.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5590
 DH5590
 DH5590.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5590
 DH5590.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5590
 DH5590.The ellipsoidal height was determined by GPS observations
 DH5590.and is referenced to NAD 83.
 DH5590
 DH5590.The geoid height was determined by GEOID03.
 DH5590
 DH5590;                    North         East     Units Scale Factor Converg.
 DH5590;SPC WI S     -   175,498.076   630,032.949   MT  0.99993736   +0 15 19.8
 DH5590;SPC WI S     -   575,779.94  2,067,033.10   sFT  0.99993736   +0 15 19.8
 DH5590;UTM  16      - 4,828,489.707   287,803.250   MT  1.00015389   -1 48 44.7
 DH5590
 DH5590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5590!SPC WI S     -   0.99996709  x   0.99993736  =   0.99990445
 DH5590!UTM  16      -   0.99996709  x   1.00015389  =   1.00012097
 DH5590
 DH5590                          SUPERSEDED SURVEY CONTROL
 DH5590
 DH5590.No superseded survey control is available for this station.
 DH5590
 DH5590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP8780328490(NAD 83)
 DH5590_MARKER: DD = SURVEY DISK
 DH5590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5590_STAMPING: LEWISTON W GPS 1994
 DH5590_MARK LOGO: WIDT  
 DH5590_PROJECTION: FLUSH
 DH5590_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5590+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2003
 DH5590
 DH5590  HISTORY     - Date     Condition        Report By
 DH5590  HISTORY     - 1993     MONUMENTED       WI-021
 DH5590  HISTORY     - 20030814 GOOD             WIDT
 DH5590
 DH5590                          STATION DESCRIPTION
 DH5590
 DH5590'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5590'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH5590'STATION FROM THE  JUNCTION OF STATE HIGHWAY 16 WITH STATE HIGHWAY 127
 DH5590'ABOUT 2 MI SOUTHEAST OF THE CITY  WISCONSIN DELLS, GO SOUTHEAST ON
 DH5590'STATE HIGHWAY 16 FOR 6 MI TO WOLFRAM ROAD, CONTINUE  SOUTHEAST ON
 DH5590'STATE HIGHWAY 16 FOR 0.1 MI TO THE STATION ON THE LEFT.  THE STATION
 DH5590'IS A  BRONZE WISCONSIN OF DEPARTMENT OF TRANSPORTATION GEODETIC
 DH5590'CONTROL MARKER DISK SET  IN THE TOP OF A 45-CM DIAMETER CONCRETE POST
 DH5590'ABOUT 1 M BELOW THE HIGHWAY PAVEMENT.   THE STATION IS 15.5 M NORTH OF
 DH5590'THE CENTERLINE OF STATE HIGHWAY 16, 34 M WEST OF A --R/W--  POST, 30 M
 DH5590'WEST OF A 40 CM TWIN ELM TREE, 12 M SOUTH OF A CULTIVATED FIELD AND
 DH5590'0.9 M SOUTH  OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION
 DH5590'HAS NO VISIBLE OBSTRUCTIONS  EXTENDING HIGHER THAN 15 DEGREES ABOVE
 DH5590'THE HORIZON EXCEPT FOR A TREE TO THE  NORTHEAST EXTENDING TO 30
 DH5590'DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1370 ***********************************************************************
 NH1370  DESIGNATION -  LEYDEN
 NH1370  PID         -  NH1370
 NH1370  STATE/COUNTY-  WI/ROCK
 NH1370  USGS QUAD   -  FOOTVILLE (1971)
 NH1370
 NH1370                         *CURRENT SURVEY CONTROL
 NH1370  ___________________________________________________________________
 NH1370* NAD 83(1991)-  42 44 41.28332(N)    089 07 40.01238(W)     ADJUSTED  
 NH1370* NAVD 88     -       296.     (meters)     971.     (feet)  SCALED    
 NH1370  ___________________________________________________________________
 NH1370  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 NH1370  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 NH1370
 NH1370  HORZ ORDER  -  THIRD
 NH1370
 NH1370.The horizontal coordinates were established by classical geodetic methods
 NH1370.and adjusted by the National Geodetic Survey in November 1991..
 NH1370
 NH1370.The orthometric height was scaled from a topographic map.
 NH1370
 NH1370.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1370
 NH1370.The geoid height was determined by GEOID03.
 NH1370
 NH1370;                    North         East     Units Scale Factor Converg.
 NH1370;SPC WI S     -    83,114.573   671,413.728   MT  0.99999771   +0 35 57.5
 NH1370;SPC WI S     -   272,685.06  2,202,796.54   sFT  0.99999771   +0 35 57.5
 NH1370;UTM  16      - 4,734,671.362   325,848.816   MT  0.99997314   -1 26 40.4
 NH1370
 NH1370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1370!SPC WI S     -   0.99995890  x   0.99999771  =   0.99995661
 NH1370!UTM  16      -   0.99995890  x   0.99997314  =   0.99993204
 NH1370
 NH1370|---------------------------------------------------------------------|
 NH1370| PID    Reference Object                     Distance      Geod. Az  |
 NH1370|                                                           dddmmss.s |
 NH1370| CJ7941 LEYDEN RM 1                          15.742 METERS 06912     |
 NH1370| CJ7942 LEYDEN RM 2                          19.509 METERS 24730     |
 NH1370| CJ7940 LEYDEN AZ MK                                       3164450.7 |
 NH1370|---------------------------------------------------------------------|
 NH1370
 NH1370                          SUPERSEDED SURVEY CONTROL
 NH1370
 NH1370  NAD 83(1986)-  42 44 41.27721(N)    089 07 40.01568(W) AD(       ) 3
 NH1370  NAD 27      -  42 44 41.24560(N)    089 07 39.59830(W) AD(       ) 3
 NH1370
 NH1370.Superseded values are not recommended for survey control.
 NH1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1370.See file dsdata.txt to determine how the superseded data were derived.
 NH1370
 NH1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2584934671(NAD 83)
 NH1370_MARKER: DS = TRIANGULATION STATION DISK
 NH1370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1370
 NH1370  HISTORY     - Date     Condition        Report By
 NH1370  HISTORY     - 1957     MONUMENTED       CGS
 NH1370  HISTORY     - 19960504 GOOD             USPSQD
 NH1370  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH1370
 NH1370                          STATION DESCRIPTION
 NH1370
 NH1370'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1370'THE STATION IS LOCATED ON THE HIGHEST POINT OF AN EAST-WEST
 NH1370'TIMBERED RIDGE ABOUT 6-1/2 MILES NORTHWEST OF JANESVILLE
 NH1370'AND ABOUT ONE MILE NORTH OF THE VILLAGE OF LEYDEN ON LAND
 NH1370'OWNED BY MR. W.E. FOX OF LEYDEN AND OCCUPIED BY THE JANESVILLE
 NH1370'ARCHERY CLUB.  IT IS 22 FEET NORTHEAST OF A 16 INCH OAK
 NH1370'TREE WITH A TRIANGULAR BLAZE ON THE NORTH SIDE AND SIX FEET
 NH1370'NORTH OF A WHITE WITNESS POST.  THE MONUMENT PROJECTS TWO
 NH1370'INCHES AND THE DISK IS STAMPED LEYDEN 1957.
 NH1370'
 NH1370'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 14 AND STATE
 NH1370'HIGHWAY 184 IN LEYDEN GO NORTH ON STATE HIGHWAY 184 FOR
 NH1370'0.9 MILE TO A WIRE GATE ON THE EAST SIDE OF THE HIGHWAY.*
 NH1370'TURN RIGHT THROUGH THE GATE AND GO EAST ON A WOODS ROAD
 NH1370'FOR 0.05 MILE TO A ROAD FORK.  TAKE THE LEFT FORK FOR 100
 NH1370'FEET TO THE TOP OF THE RIDGE.  TURN RIGHT AND GO EAST ALONG
 NH1370'THE TOP OF THE RIDGE FOR 0.1 MILE TO THE STATION IN THE
 NH1370'APPROXIMATE CENTER OF AN OLD WOODS ROAD.
 NH1370'
 NH1370'*TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE NORTH
 NH1370'ON THE HIGHWAY FOR 0.3 MILE TO THE AZIMUTH MARK ON THE WEST
 NH1370'SIDE OF THE HIGHWAY.
 NH1370'
 NH1370'REFERENCE MARK 1 IS 53 FEET EAST OF A WHITE WITNESS POST,
 NH1370'23 FEET SOUTHWEST OF A 12 INCH OAK TREE WITH A TRIANGULAR
 NH1370'BLAZE ON THE WEST SIDE, AND IN THE APPROXIMATE CENTER OF
 NH1370'THE OLD WOODS ROAD.  THE MARK IS SET IN A BOULDER THAT IS
 NH1370'19 INCHES BY 14 INCHES AT THE GROUND SURFACE AND PROJECTS
 NH1370'FOUR INCHES.  THE DISK IS STAMPED LEYDEN NO 1 1957.
 NH1370'
 NH1370'REFERENCE MARK 2 IS 16 FEET NORTH OF A 14 INCH OAK TREE
 NH1370'WITH A TRIANGULAR BLAZE ON THE NORTH SIDE, 7 FEET NORTH
 NH1370'OF THE CENTERLINE OF THE OLD WOODS ROAD AND 65 FEET WEST
 NH1370'OF A WHITE WITNESS POST.  THE MARK IS SET IN A BOULDER THAT
 NH1370'IS 24 INCHES BY 30 INCHES AT THE GROUND SURFACE AND PROJECTS
 NH1370'14 INCHES.  THE DISK IS STAMPED LEYDEN NO 2 1957.
 NH1370'
 NH1370'THE AZIMUTH MARK IS ON THE APPROXIMATE HIGHWAY RIGHT-OF-WAY
 NH1370'LINE.  IT IS ONE FOOT EAST OF A WIRE FENCE, 24 FEET WEST
 NH1370'OF THE CENTERLINE OF STATE HIGHWAY 184 AND TWO FEET SOUTH
 NH1370'OF A WHITE WITNESS POST.  THE MONUMENT PROJECTS TWO INCHES
 NH1370'AND THE DISK IS STAMPED LEYDEN 1957.
 NH1370'
 NH1370'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 NH1370
 NH1370                          STATION RECOVERY (1996)
 NH1370
 NH1370'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1370'RECOVERED IN GOOD CONDITION.
 NH1370
 NH1370                          STATION RECOVERY (2001)
 NH1370
 NH1370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1370'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7702 ***********************************************************************
 DE7702  DESIGNATION -  LIBERTY C GPS
 DE7702  PID         -  DE7702
 DE7702  STATE/COUNTY-  WI/OUTAGAMIE
 DE7702  USGS QUAD   -  NEW LONDON (1992)
 DE7702
 DE7702                         *CURRENT SURVEY CONTROL
 DE7702  ___________________________________________________________________
 DE7702* NAD 83(1997)-  44 25 20.92266(N)    088 39 41.85340(W)     ADJUSTED  
 DE7702* NAVD 88     -       232.969  (meters)     764.33   (feet)  ADJUSTED  
 DE7702  ___________________________________________________________________
 DE7702  X           -     106,574.830 (meters)                     COMP
 DE7702  Y           -  -4,561,637.534 (meters)                     COMP
 DE7702  Z           -   4,441,877.581 (meters)                     COMP
 DE7702  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 DE7702  ELLIP HEIGHT-         196.61  (meters)          (06/11/03) GPS OBS
 DE7702  GEOID HEIGHT-         -36.35  (meters)                     GEOID03
 DE7702  DYNAMIC HT  -         232.933 (meters)     764.21  (feet)  COMP
 DE7702  MODELED GRAV-     980,457.2   (mgal)                       NAVD 88
 DE7702
 DE7702  HORZ ORDER  -  FIRST
 DE7702  VERT ORDER  -  SECOND    CLASS I
 DE7702  ELLP ORDER  -  THIRD     CLASS I
 DE7702
 DE7702.The horizontal coordinates were established by GPS observations
 DE7702.and adjusted by the National Geodetic Survey in June 2003..
 DE7702
 DE7702.The orthometric height was determined by differential leveling
 DE7702.and adjusted by the National Geodetic Survey in May 2003..
 DE7702
 DE7702.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7702
 DE7702.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7702
 DE7702.The ellipsoidal height was determined by GPS observations
 DE7702.and is referenced to NAD 83.
 DE7702
 DE7702.The geoid height was determined by GEOID03.
 DE7702
 DE7702.The dynamic height is computed by dividing the NAVD 88
 DE7702.geopotential number by the normal gravity value computed on the
 DE7702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7702.degrees latitude (g = 980.6199 gals.).
 DE7702
 DE7702.The modeled gravity was interpolated from observed gravity values.
 DE7702
 DE7702;                    North         East     Units Scale Factor Converg.
 DE7702;SPC WI C     -    66,342.925   706,573.419   MT  0.99997186   +0 56 39.6
 DE7702;SPC WI C     -   217,660.08  2,318,149.63   sFT  0.99997186   +0 56 39.6
 DE7702;UTM  16      - 4,920,141.012   367,729.160   MT  0.99981516   -1 09 47.6
 DE7702
 DE7702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7702!SPC WI C     -   0.99996917  x   0.99997186  =   0.99994103
 DE7702!UTM  16      -   0.99996917  x   0.99981516  =   0.99978434
 DE7702
 DE7702                          SUPERSEDED SURVEY CONTROL
 DE7702
 DE7702  NAVD 88 (06/11/03)  232.97   (m)          764.3    (f) LEVELING    3  
 DE7702
 DE7702.Superseded values are not recommended for survey control.
 DE7702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7702.See file dsdata.txt to determine how the superseded data were derived.
 DE7702
 DE7702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6772920141(NAD 83)
 DE7702_MARKER: DD = SURVEY DISK
 DE7702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7702_STAMPING: LIBERTY C GPS 1993
 DE7702_MARK LOGO: WIDT  
 DE7702_PROJECTION: FLUSH
 DE7702_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7702+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2005
 DE7702
 DE7702  HISTORY     - Date     Condition        Report By
 DE7702  HISTORY     - 1993     MONUMENTED       WI-087
 DE7702  HISTORY     - 2001     GOOD             WIDT
 DE7702  HISTORY     - 20030611 GOOD             USPSQD
 DE7702  HISTORY     - 20041008 GOOD             USPSQD
 DE7702  HISTORY     - 20050712 GOOD             WIDT
 DE7702
 DE7702                          STATION DESCRIPTION
 DE7702
 DE7702'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7702'THE STATION IS LOCATED ABOUT 26 KM NORTHWEST OF APPLETON AND 7 KM
 DE7702'NORTHEAST OF NEW LONDON. OWNERSHIP--WISCONSIN DEPARTMENT OF
 DE7702'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY
 DE7702'45 WITH STATE HIGHWAY 54 IN THE CITY OF NEW LONDON, GO EAST ON STATE
 DE7702'HIGHWAY 54 FOR 6.1 KM TO THE STATION ON THE RIGHT.  THE STATION IS A
 DE7702'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GPS GEODETIC CONTROL
 DE7702'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DE7702'A DEPTH OF 1.8 M AND ABOUT LEVEL WITH THE THE HIGHWAY PAVEMENT.  THE
 DE7702'STATION IS 16.4 M SOUTH-SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY
 DE7702'54, 8.3 M NORTH-NORTHWEST OF THE NORTH RAIL OF THE RAILROAD TRACKS, 6
 DE7702'M WEST OF THE CENTERLINE OF A FIELD ENTRANCE, AND 0.8 M  NORTH OF A
 DE7702'METAL POST FOR A --GPS SURVEY MARKER-- SIGN. ---NOTE---THIS STATION
 DE7702'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE
 DE7702'THE HORIZON.
 DE7702
 DE7702                          STATION RECOVERY (2003)
 DE7702
 DE7702'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7702'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS IN THE CENTER OF A
 DE7702'TRIANGLE FORMED BY THREE ORANGE PLASTIC GUARD POSTS.
 DE7702
 DE7702                          STATION RECOVERY (2004)
 DE7702
 DE7702'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 DE7702'RECOVERED IN GOOD CONDITION.
 DE7702
 DE7702                          STATION RECOVERY (2005)
 DE7702
 DE7702'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7702'RECOVERED IN GOOD CONDITION.  NOTE-- THE RAILROAD TRACK HAS BEEN
 DE7702'REMOVED.  ADD-- THE STATION IS 0.5 MILE NORTHEAST OF LOWER ROAD, 0.8 M
 DE7702'NORTH OF A METAL WITNESS POST, AND 1.0 M SOUTH, 1.0 M NORTHEAST, AND
 DE7702'1.0 M NORTHWEST OF THREE ORANGE PLASTIC GUARD POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5158 ***********************************************************************
 DH5158  DESIGNATION -  LIBERTY C GPS
 DH5158  PID         -  DH5158
 DH5158  STATE/COUNTY-  WI/VERNON
 DH5158  USGS QUAD   -  LA FARGE (1983)
 DH5158
 DH5158                         *CURRENT SURVEY CONTROL
 DH5158  ___________________________________________________________________
 DH5158* NAD 83(1997)-  43 31 12.08515(N)    090 42 37.15650(W)     ADJUSTED  
 DH5158* NAVD 88     -                                                        
 DH5158  ___________________________________________________________________
 DH5158  X           -     -57,430.935 (meters)                     COMP
 DH5158  Y           -  -4,632,244.378 (meters)                     COMP
 DH5158  Z           -   4,369,802.850 (meters)                     COMP
 DH5158  LAPLACE CORR-          -6.36  (seconds)                    DEFLEC99
 DH5158  ELLIP HEIGHT-         330.56  (meters)          (08/01/05) GPS OBS
 DH5158  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 DH5158
 DH5158  HORZ ORDER  -  FIRST
 DH5158  ELLP ORDER  -  SECOND    CLASS I
 DH5158
 DH5158.The horizontal coordinates were established by GPS observations
 DH5158.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5158
 DH5158
 DH5158.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5158
 DH5158.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5158
 DH5158.The ellipsoidal height was determined by GPS observations
 DH5158.and is referenced to NAD 83.
 DH5158
 DH5158.The geoid height was determined by GEOID03.
 DH5158
 DH5158;                    North         East     Units Scale Factor Converg.
 DH5158;SPC WI S     -   169,105.067   542,575.010   MT  0.99993469   -0 29 17.0
 DH5158;SPC WI S     -   554,805.54  1,780,098.18   sFT  0.99993469   -0 29 17.0
 DH5158;UTM  15      - 4,821,112.003   685,048.979   MT  1.00002122   +1 34 37.7
 DH5158
 DH5158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5158!SPC WI S     -   0.99994817  x   0.99993469  =   0.99988286
 DH5158!UTM  15      -   0.99994817  x   1.00002122  =   0.99996939
 DH5158
 DH5158                          SUPERSEDED SURVEY CONTROL
 DH5158
 DH5158.No superseded survey control is available for this station.
 DH5158
 DH5158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ8504921112(NAD 83)
 DH5158_MARKER: DD = SURVEY DISK
 DH5158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5158_STAMPING: LIBERTY C GPS 2004
 DH5158_MARK LOGO: WIDT  
 DH5158_PROJECTION: FLUSH
 DH5158_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5158+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5158
 DH5158  HISTORY     - Date     Condition        Report By
 DH5158  HISTORY     - 2003     MONUMENTED       WIDT
 DH5158
 DH5158                          STATION DESCRIPTION
 DH5158
 DH5158'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5158'OWNERSHIP--VERNON COUNTY.  TO REACH THE STATION FROM THE  JUNCTION OF
 DH5158'STATE HIGHWAY 56 WITH COUNTY HIGHWAY SS NORTH AND PLAINVIEW ROAD ABOUT
 DH5158'2  MI WEST OF THE VILLAGE OF VIOLA, GO NORTH ON COUNTY HIGHWAY SS FOR
 DH5158'0.4 MI TO THE STATION  ON THE RIGHT.  THE STATION IS A  BRONZE
 DH5158'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC  SURVEY CONTROL
 DH5158'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT 1
 DH5158'M  ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 9.6 M SOUTH OF THE
 DH5158'CENTERLINE OF COUNTY  HIGHWAY SS, 39 M WEST OF THE CENTERLINE OF
 DH5158'PRIVATE ENTRANCE --S5820A--, 1.1 M NORTH OF  A BARBED WIRE FENCE, 1.0
 DH5158'M NORTH OF AN  ORANGE 4X4  PLASTIC WITNESS POST, 1.0 M SOUTHEAST OF AN
 DH5158'ORANGE 4X4  PLASTIC WITNESS POST AND 1.0 M SOUTHWEST OF AN ORANGE 4X4
 DH5158'PLASTIC WITNESS POST.   ---NOTE---THIS  STATION HAS NO VISIBLE
 DH5158'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7703 ***********************************************************************
 DE7703  DESIGNATION -  LIBERTY C GPS AZ MK
 DE7703  PID         -  DE7703
 DE7703  STATE/COUNTY-  WI/OUTAGAMIE
 DE7703  USGS QUAD   -  NEW LONDON (1992)
 DE7703
 DE7703                         *CURRENT SURVEY CONTROL
 DE7703  ___________________________________________________________________
 DE7703* NAD 83(1986)-  44 25 27.     (N)    088 39 24.     (W)     SCALED    
 DE7703* NAVD 88     -       232.244  (meters)     761.95   (feet)  ADJUSTED  
 DE7703  ___________________________________________________________________
 DE7703  GEOID HEIGHT-         -36.35  (meters)                     GEOID03
 DE7703  DYNAMIC HT  -         232.208 (meters)     761.84  (feet)  COMP
 DE7703  MODELED GRAV-     980,457.7   (mgal)                       NAVD 88
 DE7703
 DE7703  VERT ORDER  -  SECOND    CLASS I
 DE7703
 DE7703.The horizontal coordinates were scaled from a topographic map and have
 DE7703.an estimated accuracy of +/- 6 seconds.
 DE7703
 DE7703.The orthometric height was determined by differential leveling
 DE7703.and adjusted by the National Geodetic Survey in May 2003..
 DE7703
 DE7703.The geoid height was determined by GEOID03.
 DE7703
 DE7703.The dynamic height is computed by dividing the NAVD 88
 DE7703.geopotential number by the normal gravity value computed on the
 DE7703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7703.degrees latitude (g = 980.6199 gals.).
 DE7703
 DE7703.The modeled gravity was interpolated from observed gravity values.
 DE7703
 DE7703;                    North         East    Units  Estimated Accuracy
 DE7703;SPC WI C     -    66,540.      706,970.      MT  (+/- 180 meters Scaled)
 DE7703
 DE7703                          SUPERSEDED SURVEY CONTROL
 DE7703
 DE7703.No superseded survey control is available for this station.
 DE7703
 DE7703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ681203(NAD 83)
 DE7703_MARKER: DZ = AZIMUTH MARK DISK
 DE7703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7703_STAMPING: LIBERTY C GPS 1993
 DE7703_MARK LOGO: WIDT  
 DE7703_PROJECTION: FLUSH
 DE7703_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7703+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2005
 DE7703
 DE7703  HISTORY     - Date     Condition        Report By
 DE7703  HISTORY     - 1993     MONUMENTED       WI-087
 DE7703  HISTORY     - 2001     GOOD             WIDT
 DE7703  HISTORY     - 20030611 GOOD             USPSQD
 DE7703  HISTORY     - 20041008 GOOD             USPSQD
 DE7703  HISTORY     - 20050718 GOOD             WIDT
 DE7703
 DE7703                          STATION DESCRIPTION
 DE7703
 DE7703'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7703'THE STATION IS LOCATED ABOUT 26 KM NORTHWEST OF APPLETON AND 8 KM
 DE7703'NORTHEAST OF NEW LONDON.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 DE7703'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY
 DE7703'45 WITH STATE HIGHWAY 54 IN THE CITY OF NEW LONDON, GO EAST ON STATE
 DE7703'HIGHWAY 54 FOR 6.6 KM TO THE STATION ON THE LEFT.  THE STATION IS A
 DE7703'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DE7703'AZIMUTH MARK DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DE7703'SET TO A DEPTH OF 1.8 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DE7703'THE STATION IS 20.7 M  NORTH-NORTHWEST OF THE CENTERLINE OF STATE
 DE7703'HIGHWAY 54, 105 M  EAST-NORTHEAST OF THE CENTERLINE OF PRIVATE
 DE7703'ENTRANCE --W9340--, 11 M WEST-SOUTHWEST OF A FIELD ENTRANCE, 6.8 M
 DE7703'NORTHWEST OF THE TOP CENTER OF THE WEST END OF A 0.7 M DIAMETER
 DE7703'CORRUGATED METAL CULVERT PIPE, AND 1.0 M SOUTH-SOUTHEAST OF A WHITE
 DE7703'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DE7703'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON
 DE7703'EXCEPT A TREE TO THE NORTH EXTENDING TO 40 DEGREES.
 DE7703
 DE7703                          STATION RECOVERY (2003)
 DE7703
 DE7703'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7703'RECOVERED IN GOOD CONDITION.  NOTE-- THE WITNESS POST IS A METAL POST
 DE7703'WITH A YELLOW METAL SIGN ATTACHED.  ONE TREE TO THE NORTH MAY OBSTRUCT
 DE7703'SATELLITE OBSERVATIONS.
 DE7703
 DE7703                          STATION RECOVERY (2004)
 DE7703
 DE7703'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 DE7703'RECOVERED IN GOOD CONDITION.
 DE7703
 DE7703                          STATION RECOVERY (2005)
 DE7703
 DE7703'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7703'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 MILE SOUTHWEST
 DE7703'OF COUNTY HIGHWAY M SOUTH, 0.8 MILE NORTHEAST OF LOWER ROAD, 1.0 M
 DE7703'SOUTH OF A METAL WITNESS POST, AND 1.0 M EAST AND 1.0 M WEST OF TWO
 DE7703'WHITE PLASTIC WITNESS POSTS.  NOTE-- THE MONUMENT IS ABOUT 3 M BELOW
 DE7703'THE HIGHWAY PAVEMENT AND 5 CM BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5297 ***********************************************************************
 DH5297  DESIGNATION -  LIBERTY E GPS
 DH5297  PID         -  DH5297
 DH5297  STATE/COUNTY-  WI/GRANT
 DH5297  USGS QUAD   -  ELLENBORO (1978)
 DH5297
 DH5297                         *CURRENT SURVEY CONTROL
 DH5297  ___________________________________________________________________
 DH5297* NAD 83(1997)-  42 51 29.79174(N)    090 33 33.35254(W)     ADJUSTED  
 DH5297* NAVD 88     -                                                        
 DH5297  ___________________________________________________________________
 DH5297  X           -     -45,708.978 (meters)                     COMP
 DH5297  Y           -  -4,682,664.311 (meters)                     COMP
 DH5297  Z           -   4,316,169.301 (meters)                     COMP
 DH5297  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 DH5297  ELLIP HEIGHT-         287.44  (meters)          (08/01/05) GPS OBS
 DH5297  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 DH5297
 DH5297  HORZ ORDER  -  FIRST
 DH5297  ELLP ORDER  -  SECOND    CLASS I
 DH5297
 DH5297.The horizontal coordinates were established by GPS observations
 DH5297.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5297
 DH5297
 DH5297.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5297
 DH5297.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5297
 DH5297.The ellipsoidal height was determined by GPS observations
 DH5297.and is referenced to NAD 83.
 DH5297
 DH5297.The geoid height was determined by GEOID03.
 DH5297
 DH5297;                    North         East     Units Scale Factor Converg.
 DH5297;SPC WI S     -    95,499.952   554,293.740   MT  0.99997715   -0 23 03.4
 DH5297;SPC WI S     -   313,319.43  1,818,545.38   sFT  0.99997715   -0 23 03.4
 DH5297;UTM  15      - 4,747,966.488   699,401.546   MT  1.00008918   +1 39 38.5
 DH5297
 DH5297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5297!SPC WI S     -   0.99995492  x   0.99997715  =   0.99993207
 DH5297!UTM  15      -   0.99995492  x   1.00008918  =   1.00004410
 DH5297
 DH5297                          SUPERSEDED SURVEY CONTROL
 DH5297
 DH5297.No superseded survey control is available for this station.
 DH5297
 DH5297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9940247966(NAD 83)
 DH5297_MARKER: DD = SURVEY DISK
 DH5297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5297_STAMPING: LIBERTY E GPS 2004
 DH5297_MARK LOGO: WIDT  
 DH5297_PROJECTION: FLUSH
 DH5297_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5297+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5297
 DH5297  HISTORY     - Date     Condition        Report By
 DH5297  HISTORY     - 2003     MONUMENTED       WIDT
 DH5297
 DH5297                          STATION DESCRIPTION
 DH5297
 DH5297'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5297'OWNERSHIP--TOWN OF LIBERTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5297'COUNTY HIGHWAY  A WITH COUNTY HIGHWAY D SOUTH, ABOUT 6 MI
 DH5297'NORTH-NORTHWEST OF THE CITY OF PLATTEVILLE,  GO WEST ON COUNTY HIGHWAY
 DH5297'A FOR 1.15 MI TO FAIRVIEW ROAD ON THE RIGHT, TURN RIGHT AND  GO NORTH
 DH5297'ON FAIRVIEW ROAD FOR 1.9 MI TO DRY HOLLOW ROAD ON THE LEFT, TURN LEFT
 DH5297'AND GO  WEST ON DRY HOLLOW ROAD FOR 0.65 MI TO THE STATION ON THE
 DH5297'LEFT.  THE STATION IS A BRONZE  WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH5297'GEODETIC SURVEY CONTROL STATION DISK SET IN  THE TOP OF A 41-CM
 DH5297'DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE
 DH5297'STATION IS 8.0 M SOUTH OF THE CENTERLINE OF DRY HOLLOW ROAD, 8 M EAST
 DH5297'OF THE CENTERLINE  OF PRIVATE ENTRANCE --2761--, 1.0 M NORTH OF AN
 DH5297'ORANGE 4X4 PLASTIC WITNESS POST, 1.0 M  SOUTHEAST OF AN ORANGE 4X4
 DH5297'PLASTIC WITNESS POST, AND 1.0 M SOUTHWEST OF AN ORANGE 4X4  PLASTIC
 DH5297'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH5297'EXTENDING HIGHER  THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF6004 ***********************************************************************
 DF6004  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6004  DESIGNATION -  LIBERTY GPS
 DF6004  PID         -  DF6004
 DF6004  STATE/COUNTY-  WI/MANITOWOC
 DF6004  USGS QUAD   -  CLARKS MILLS (1978)
 DF6004
 DF6004                         *CURRENT SURVEY CONTROL
 DF6004  ___________________________________________________________________
 DF6004* NAD 83(1997)-  44 02 13.32736(N)    087 48 05.80191(W)     ADJUSTED  
 DF6004* NAVD 88     -       240.41   (meters)     788.7    (feet)  GPS OBS   
 DF6004  ___________________________________________________________________
 DF6004  X           -     176,177.045 (meters)                     COMP
 DF6004  Y           -  -4,589,383.446 (meters)                     COMP
 DF6004  Z           -   4,411,192.911 (meters)                     COMP
 DF6004  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 DF6004  ELLIP HEIGHT-         204.38  (meters)          (06/11/03) GPS OBS
 DF6004  GEOID HEIGHT-         -36.02  (meters)                     GEOID03
 DF6004
 DF6004  HORZ ORDER  -  FIRST
 DF6004  ELLP ORDER  -  THIRD     CLASS I
 DF6004
 DF6004.The horizontal coordinates were established by GPS observations
 DF6004.and adjusted by the National Geodetic Survey in June 2003..
 DF6004
 DF6004.The orthometric height was determined by GPS observations and a
 DF6004.high-resolution geoid model using precise GPS observation and
 DF6004.processing techniques.
 DF6004
 DF6004.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6004
 DF6004.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6004
 DF6004.The ellipsoidal height was determined by GPS observations
 DF6004.and is referenced to NAD 83.
 DF6004
 DF6004.The geoid height was determined by GEOID03.
 DF6004
 DF6004;                    North         East     Units Scale Factor Converg.
 DF6004;SPC WI S     -   228,624.817   776,193.194   MT  0.99999412   +1 30 37.9
 DF6004;SPC WI S     -   750,079.92  2,546,560.50   sFT  0.99999412   +1 30 37.9
 DF6004;UTM  16      - 4,876,298.624   435,771.417   MT  0.99965074   -0 33 26.1
 DF6004
 DF6004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6004!SPC WI S     -   0.99996795  x   0.99999412  =   0.99996207
 DF6004!UTM  16      -   0.99996795  x   0.99965074  =   0.99961870
 DF6004
 DF6004                          SUPERSEDED SURVEY CONTROL
 DF6004
 DF6004.No superseded survey control is available for this station.
 DF6004
 DF6004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3577176299(NAD 83)
 DF6004_MARKER: DD = SURVEY DISK
 DF6004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6004_STAMPING: LIBERTY GPS 1993-94
 DF6004_MARK LOGO: WI-071
 DF6004_PROJECTION: FLUSH
 DF6004_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6004+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2003
 DF6004
 DF6004  HISTORY     - Date     Condition        Report By
 DF6004  HISTORY     - 1994     MONUMENTED       WI-071
 DF6004  HISTORY     - 2002     GOOD             WIDT
 DF6004  HISTORY     - 20030622 GOOD             USPSQD
 DF6004
 DF6004                          STATION DESCRIPTION
 DF6004
 DF6004'DESCRIBED BY WI DEPT OF TRANSP 2002 (DJH)
 DF6004'THIS STATION IS LOCATED ABOUT 32 KM NORTH-NORTHWEST OF SHEBOYGAN AND
 DF6004'13 KM
 DF6004'SOUTHWEST OF MANITOWOC AND 8 KM SOUTHEAST OF VALDERS.  OWNERSHIP--TOWN
 DF6004'OF LIBERTY.
 DF6004'TO REACH THE STATION FROM THE JUNCTION OF US 151 WITH STATE HIGHWAY 42
 DF6004'IN THE CITY OF
 DF6004'MANITOWOC, GO WEST ON US 151 FOR 6.6 KM TO RANGE LINE ROAD ON THE
 DF6004'LEFT, TURN LEFT AND GO
 DF6004'SOUTH ON RANGE LINE ROAD FOR 4.0 KM TO WEHAUSEN ROAD AND THE STATION
 DF6004'ON THE RIGHT.
 DF6004'THE STATION IS A BRONZE MANITOWOC COUNTY GEODETIC CONTROL STATION DISK
 DF6004'SET IN THE TOP
 DF6004'OF A 35-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8 M AND ABOUT
 DF6004'LEVEL WITH THE ROAD
 DF6004'PAVEMENT.  THE STATION IS 7.8 M WEST OF THE CENTERLINE OF RANGE LINE
 DF6004'ROAD, 51.0 M
 DF6004'NORTH-NORTHEAST OF A POWER POLE --1822 13E2--, 14.4 M SOUTH OF THE
 DF6004'CENTERLINE OF
 DF6004'WEHAUSEN ROAD, 9.2 M EAST OF A TELEPHONE PEDESTAL --7560 2--, 7.9 M
 DF6004'WEST OF THE CENTERLINE
 DF6004'OF RANGELINE ROAD, AND 0.2 M NORTH OF A WHITE PLASTIC WITNESS POST.
 DF6004'---NOTE---THIS STATION
 DF6004'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DF6004'HORIZON.
 DF6004' 
 DF6004' 
 DF6004' 
 DF6004' 
 DF6004' 
 DF6004' 
 DF6004' 
 DF6004' 
 DF6004' 
 DF6004' 
 DF6004' 
 DF6004'
 DF6004
 DF6004                          STATION RECOVERY (2003)
 DF6004
 DF6004'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1047 ***********************************************************************
 OM1047  DESIGNATION -  LIBERTY MOUND USGS 1958
 OM1047  PID         -  OM1047
 OM1047  STATE/COUNTY-  WI/DANE
 OM1047  USGS QUAD   -  COTTAGE GROVE (1982)
 OM1047
 OM1047                         *CURRENT SURVEY CONTROL
 OM1047  ___________________________________________________________________
 OM1047* NAD 83(1991)-  43 00 56.65179(N)    089 09 45.76797(W)     ADJUSTED  
 OM1047* NAVD 88     -       328.     (meters)    1076.     (feet)  SCALED    
 OM1047  ___________________________________________________________________
 OM1047  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 OM1047  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 OM1047
 OM1047  HORZ ORDER  -  SECOND
 OM1047
 OM1047.The horizontal coordinates were established by classical geodetic methods
 OM1047.and adjusted by the National Geodetic Survey in November 1991..
 OM1047
 OM1047.The orthometric height was scaled from a topographic map.
 OM1047
 OM1047.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1047
 OM1047.The geoid height was determined by GEOID03.
 OM1047
 OM1047;                    North         East     Units Scale Factor Converg.
 OM1047;SPC WI S     -   113,181.327   668,251.525   MT  0.99995505   +0 34 31.1
 OM1047;SPC WI S     -   371,329.07  2,192,421.88   sFT  0.99995505   +0 34 31.1
 OM1047;UTM  16      - 4,764,831.991   323,762.827   MT  0.99998211   -1 28 32.8
 OM1047
 OM1047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1047!SPC WI S     -   0.99995395  x   0.99995505  =   0.99990900
 OM1047!UTM  16      -   0.99995395  x   0.99998211  =   0.99993606
 OM1047
 OM1047                          SUPERSEDED SURVEY CONTROL
 OM1047
 OM1047  NAD 83(1986)-  43 00 56.64568(N)    089 09 45.77298(W) AD(       ) 2
 OM1047  NAD 27      -  43 00 56.64470(N)    089 09 45.36370(W) AD(       ) 2
 OM1047
 OM1047.Superseded values are not recommended for survey control.
 OM1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1047.See file dsdata.txt to determine how the superseded data were derived.
 OM1047
 OM1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN2376364832(NAD 83)
 OM1047_MARKER: DB = BENCH MARK DISK
 OM1047_SETTING: 0 = UNSPECIFIED SETTING
 OM1047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM1047
 OM1047  HISTORY     - Date     Condition        Report By
 OM1047  HISTORY     - 1958     MONUMENTED       USGS
 OM1047  HISTORY     - 19940507 GOOD             USPSQD
 OM1047
 OM1047                          STATION DESCRIPTION
 OM1047
 OM1047'DESCRIBED BY US GEOLOGICAL SURVEY 1958 (GWM)
 OM1047'THE STATION IS ABOUT 7 MILES WEST OF CAMBRIDGE, 7 MILES
 OM1047'NORTH-NORTHEAST OF STOUGHTON, ON THE PROPERTY OF THE KINNEY
 OM1047'SISTERS AND IS IN A PASTURE FIELD ON A PROMINENT HILL EAST
 OM1047'OF THE KINNEY SISTERS HOME.  IT IS A STANDARD U.S. GEOLOGICAL
 OM1047'SURVEY BENCH MARK DISK RIVETED TO THE TOP OF A 4 INCH PIPE
 OM1047'THAT PROJECTS 3 INCHES.  NO STAMPING COULD BE FOUND ON THE DISK.
 OM1047'IT IS SET IN THE APPROXIMATE CENTER OF A SHORT NORTH-SOUTH
 OM1047'RIDGE ON THE PROMINENT HILL.
 OM1047'
 OM1047'TO REACH THE STATION FROM THE CHICAGO AND NORTHWESTERN RAILROAD
 OM1047'DEPOT IN DEERFIELD, GO SOUTH ON STATE HIGHWAY 73 FOR 0.85 MILE TO
 OM1047'THE JUNCTION OF STATE HIGHWAY 73 AND U.S. HIGHWAY 12 AND 18.
 OM1047'TURN RIGHT AND GO WEST ON HIGHWAY 12 AND 18 FOR 3.7 MILES TO A
 OM1047'PAVED CROSSROAD.  TURN LEFT AND GO SOUTH ON COUNTY HIGHWAY
 OM1047'BN FOR 0.65 MILE TO A CROSSROAD.  TURN RIGHT AND GO WEST ON
 OM1047'A GRAVELED ROAD FOR 0.65 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 OM1047'AND GO SOUTH ON A GRAVELED ROAD FOR 0.45 MILE TO A DRIVEWAY ON
 OM1047'THE LEFT AT THE KINNEY SISTERS HOME.  TURN LEFT AND GO EAST
 OM1047'ON THE DRIVEWAY FOR ABOUT 100 FEET TO A GARAGE AND WINDMILL.
 OM1047'CONTINUE EAST, PASSING BETWEEN THE GARAGE AND WINDMILL,
 OM1047'ON A FIELD ROAD FOR 0.4 MILE TO THE TOP OF THE PROMINENT
 OM1047'HILL AND THE STATION.
 OM1047'
 OM1047'THE DISTANCE FROM STATION NORA TO B.M. (USGS) IS 8.228 METERS
 OM1047
 OM1047                          STATION RECOVERY (1994)
 OM1047
 OM1047'RECOVERY NOTE BY US POWER SQUADRON 1994
 OM1047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5060 ***********************************************************************
 DH5060  DESIGNATION -  LIBERTY POLE GPS
 DH5060  PID         -  DH5060
 DH5060  STATE/COUNTY-  WI/VERNON
 DH5060  USGS QUAD   -  READSTOWN (1983)
 DH5060
 DH5060                         *CURRENT SURVEY CONTROL
 DH5060  ___________________________________________________________________
 DH5060* NAD 83(1997)-  43 29 30.77061(N)    090 51 52.02666(W)     ADJUSTED  
 DH5060* NAVD 88     -                                                        
 DH5060  ___________________________________________________________________
 DH5060  X           -     -69,924.365 (meters)                     COMP
 DH5060  Y           -  -4,634,228.006 (meters)                     COMP
 DH5060  Z           -   4,367,537.230 (meters)                     COMP
 DH5060  LAPLACE CORR-          -9.38  (seconds)                    DEFLEC99
 DH5060  ELLIP HEIGHT-         333.96  (meters)          (08/01/05) GPS OBS
 DH5060  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 DH5060
 DH5060  HORZ ORDER  -  FIRST
 DH5060  ELLP ORDER  -  SECOND    CLASS I
 DH5060
 DH5060.The horizontal coordinates were established by GPS observations
 DH5060.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5060
 DH5060
 DH5060.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5060
 DH5060.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5060
 DH5060.The ellipsoidal height was determined by GPS observations
 DH5060.and is referenced to NAD 83.
 DH5060
 DH5060.The geoid height was determined by GEOID03.
 DH5060
 DH5060;                    North         East     Units Scale Factor Converg.
 DH5060;SPC WI S     -   166,096.346   530,082.520   MT  0.99993379   -0 35 38.3
 DH5060;SPC WI S     -   544,934.43  1,739,112.40   sFT  0.99993379   -0 35 38.3
 DH5060;UTM  15      - 4,817,654.961   672,672.258   MT  0.99996676   +1 28 12.6
 DH5060
 DH5060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5060!SPC WI S     -   0.99994763  x   0.99993379  =   0.99988143
 DH5060!UTM  15      -   0.99994763  x   0.99996676  =   0.99991439
 DH5060
 DH5060                          SUPERSEDED SURVEY CONTROL
 DH5060
 DH5060.No superseded survey control is available for this station.
 DH5060
 DH5060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7267217655(NAD 83)
 DH5060_MARKER: DD = SURVEY DISK
 DH5060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5060_STAMPING: LIBERTY POLE GPS 2004
 DH5060_MARK LOGO: WIDT  
 DH5060_PROJECTION: FLUSH
 DH5060_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5060+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH5060
 DH5060  HISTORY     - Date     Condition        Report By
 DH5060  HISTORY     - 2003     MONUMENTED       WIDT
 DH5060  HISTORY     - 20051228 GOOD             WIDT
 DH5060
 DH5060                          STATION DESCRIPTION
 DH5060
 DH5060'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5060'OWNERSHIP--TOWN OF FRANKLIN.  TO REACH THE STATION FROM THE JUNCTION
 DH5060'OF US HIGHWAY 14,  US HIGHWAY 61, STATE HIGHWAY 27 NORTH AND STATE
 DH5060'HIGHWAY 82 EAST WITH STATE HIGHWAY 27  SOUTH AND STATE HIGHWAY 27
 DH5060'SOUTH AND STATE HIGHWAY 82 WEST AND COUNTY HIGHWAY T  ABOUT 2 MI
 DH5060'SOUTHEAST OF THE CITY OF VIROQUA, GO SOUTHWEST ON STATE HIGHWAY 27
 DH5060'SOUTH  AND STATE HIGHWAY 82 WEST FOR 1.1 MI TO SWENSON ROAD ON THE
 DH5060'RIGHT AND COUNTY HIGHWAY  J ON THE LEFT, TURN LEFT AND GO SOUTHEAST ON
 DH5060'COUNTY HIGHWAY J FOR 1.6 MI TO GREEN ACRES  ROAD ON THE LEFT AND
 DH5060'SULLIVAN ROAD ON THE RIGHT, TURN RIGHT AND GO WEST ON SULLIVAN  ROAD
 DH5060'FOR 0.1 MI TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DH5060'WISCONSIN  DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DH5060'STATION DISK SET IN THE TOP OF A  41-CM DIAMETER CONCRETE POST ABOUT 1
 DH5060'M ABOVE THE ROAD PAVEMENT.  THE STATION IS 8.0 M  NORTH OF THE
 DH5060'CENTERLINE OF SULLIVAN ROAD, 46.4 M WEST-NORTHWEST OF POWER POLE
 DH5060'--2F28W5--, 45.3 M EAST OF TELEPHONE PEDESTAL --LP3 A1D1--, 1.0 M WEST
 DH5060'OF AN ORANGE 4X4  PLASTIC WITNESS POST, 0.9 M EAST OF AN ORANGE 4X4
 DH5060'WITNESS POST, 0.8 M SOUTH OF AN ELECTRIC  FENCE.  ---NOTE---THIS
 DH5060'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15  DEGREES
 DH5060'ABOVE THE HORIZON.
 DH5060
 DH5060                          STATION RECOVERY (2005)
 DH5060
 DH5060'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5060'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5043 ***********************************************************************
 DH5043  DESIGNATION -  LIBERTY RIDGE GPS
 DH5043  PID         -  DH5043
 DH5043  STATE/COUNTY-  WI/GRANT
 DH5043  USGS QUAD   -  FENNIMORE (1962)
 DH5043
 DH5043                         *CURRENT SURVEY CONTROL
 DH5043  ___________________________________________________________________
 DH5043* NAD 83(1997)-  42 54 02.71839(N)    090 39 44.87734(W)     ADJUSTED  
 DH5043* NAVD 88     -                                                        
 DH5043  ___________________________________________________________________
 DH5043  X           -     -54,106.448 (meters)                     COMP
 DH5043  Y           -  -4,679,384.740 (meters)                     COMP
 DH5043  Z           -   4,319,647.444 (meters)                     COMP
 DH5043  LAPLACE CORR-          -4.77  (seconds)                    DEFLEC99
 DH5043  ELLIP HEIGHT-         316.69  (meters)          (08/01/05) GPS OBS
 DH5043  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 DH5043
 DH5043  HORZ ORDER  -  FIRST
 DH5043  ELLP ORDER  -  SECOND    CLASS I
 DH5043
 DH5043.The horizontal coordinates were established by GPS observations
 DH5043.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5043
 DH5043
 DH5043.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5043
 DH5043.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5043
 DH5043.The ellipsoidal height was determined by GPS observations
 DH5043.and is referenced to NAD 83.
 DH5043
 DH5043.The geoid height was determined by GEOID03.
 DH5043
 DH5043;                    North         East     Units Scale Factor Converg.
 DH5043;SPC WI S     -   100,280.543   545,897.197   MT  0.99997046   -0 27 18.7
 DH5043;SPC WI S     -   329,003.75  1,790,997.72   sFT  0.99997046   -0 27 18.7
 DH5043;UTM  15      - 4,752,444.692   690,838.874   MT  1.00004806   +1 35 30.2
 DH5043
 DH5043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5043!SPC WI S     -   0.99995034  x   0.99997046  =   0.99992080
 DH5043!UTM  15      -   0.99995034  x   1.00004806  =   0.99999840
 DH5043
 DH5043                          SUPERSEDED SURVEY CONTROL
 DH5043
 DH5043.No superseded survey control is available for this station.
 DH5043
 DH5043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9083952445(NAD 83)
 DH5043_MARKER: DD = SURVEY DISK
 DH5043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5043_STAMPING: LIBERTY RIDGE GPS 2004
 DH5043_MARK LOGO: WIDT  
 DH5043_PROJECTION: FLUSH
 DH5043_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5043+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2005
 DH5043
 DH5043  HISTORY     - Date     Condition        Report By
 DH5043  HISTORY     - 2003     MONUMENTED       WIDT
 DH5043  HISTORY     - 20051227 GOOD             WIDT
 DH5043
 DH5043                          STATION DESCRIPTION
 DH5043
 DH5043'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5043'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH5043'STATION FROM THE  JUNCTION OF US HIGHWAY 61 WITH COUNTY HIGHWAY E
 DH5043'ABOUT 4 MI NORTHEAST OF THE CITY OF  LANCASTER, GO SOUTH ON US HIGHWAY
 DH5043'FOR 0.05 MI TO THE STATION ON THE LEFT.  THE STATION IS  A BRONZE
 DH5043'WISCONSIN  DEPARTMENT OF  TRANSPORTATION GEODETIC SURVEY  CONTROL
 DH5043'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT
 DH5043'LEVEL WITH  THE HIGHWAY PAVEMENT.  THE STATION IS 17.2 M EAST OF THE
 DH5043'CENTERLINE OF US HIGHWAY 61, 71.1   M NORTH OF A WOOD POST FOR A
 DH5043'--STEEP HILL-- SIGN, 22 M SOUTH OF THE EXTENDED  CENTERLINE OF CIRCLE
 DH5043'ROAD, 1.2 M WEST OF A METAL --R/W-- POST, 1 M WEST OF A CULTIVATED
 DH5043'FIELD, 1.0 M SOUTH OF AN ORANGE 4X4   PLASTIC WITNESS POST AND 1.0 M
 DH5043'NORTH OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---  THIS
 DH5043'STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DH5043'ABOVE THE HORIZON.
 DH5043
 DH5043                          STATION RECOVERY (2005)
 DH5043
 DH5043'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5043'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF6110 ***********************************************************************
 DF6110  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6110  DESIGNATION -  LIBERTY S GPS
 DF6110  PID         -  DF6110
 DF6110  STATE/COUNTY-  WI/MANITOWOC
 DF6110  USGS QUAD   -  CLEVELAND WEST (1994)
 DF6110
 DF6110                         *CURRENT SURVEY CONTROL
 DF6110  ___________________________________________________________________
 DF6110* NAD 83(1997)-  43 59 36.75796(N)    087 51 05.39624(W)     ADJUSTED  
 DF6110* NAVD 88     -       293.56   (meters)     963.1    (feet)  GPS OBS   
 DF6110  ___________________________________________________________________
 DF6110  X           -     172,308.336 (meters)                     COMP
 DF6110  Y           -  -4,592,928.948 (meters)                     COMP
 DF6110  Z           -   4,407,754.493 (meters)                     COMP
 DF6110  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 DF6110  ELLIP HEIGHT-         257.61  (meters)          (06/11/03) GPS OBS
 DF6110  GEOID HEIGHT-         -35.96  (meters)                     GEOID03
 DF6110
 DF6110  HORZ ORDER  -  FIRST
 DF6110  ELLP ORDER  -  THIRD     CLASS I
 DF6110
 DF6110.The horizontal coordinates were established by GPS observations
 DF6110.and adjusted by the National Geodetic Survey in June 2003..
 DF6110
 DF6110.The orthometric height was determined by GPS observations and a
 DF6110.high-resolution geoid model using precise GPS observation and
 DF6110.processing techniques.
 DF6110
 DF6110.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6110
 DF6110.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6110
 DF6110.The ellipsoidal height was determined by GPS observations
 DF6110.and is referenced to NAD 83.
 DF6110
 DF6110.The geoid height was determined by GEOID03.
 DF6110
 DF6110;                    North         East     Units Scale Factor Converg.
 DF6110;SPC WI S     -   223,689.805   772,320.289   MT  0.99998597   +1 28 34.5
 DF6110;SPC WI S     -   733,888.97  2,533,854.15   sFT  0.99998597   +1 28 34.5
 DF6110;UTM  16      - 4,871,508.173   431,724.333   MT  0.99965733   -0 35 29.2
 DF6110
 DF6110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6110!SPC WI S     -   0.99995961  x   0.99998597  =   0.99994558
 DF6110!UTM  16      -   0.99995961  x   0.99965733  =   0.99961695
 DF6110
 DF6110                          SUPERSEDED SURVEY CONTROL
 DF6110
 DF6110.No superseded survey control is available for this station.
 DF6110
 DF6110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3172471508(NAD 83)
 DF6110_MARKER: DD = SURVEY DISK
 DF6110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6110_STAMPING: LIBERTY S GPS 1993-94
 DF6110_MARK LOGO: WI-071
 DF6110_PROJECTION: FLUSH
 DF6110_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6110+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2003
 DF6110
 DF6110  HISTORY     - Date     Condition        Report By
 DF6110  HISTORY     - 1993     MONUMENTED       WI-071
 DF6110  HISTORY     - 2002     GOOD             WIDT
 DF6110  HISTORY     - 20030622 GOOD             USPSQD
 DF6110
 DF6110                          STATION DESCRIPTION
 DF6110
 DF6110'DESCRIBED BY WI DEPT OF TRANSP 2002 (DJH)
 DF6110'THE STATION IS LOCATED ABOUT 19 KM SOUTHWEST OF MANITOWOC, 12 KM
 DF6110'NORTH-NORTHWEST OF
 DF6110'CLEVELAND AND 6 KM SOUTHEAST OF ST. NAZIANZ.  OWNERSHIP--TOWN OF
 DF6110'LIBERTY.  TO REACH THE
 DF6110'STATION FROM THE JUNCTION OF US HIGHWAY 151 WITH STATE HIGHWAY 67
 DF6110'ABOUT 11 KM EAST OF
 DF6110'THE CITY OF CHILTON, GO SOUTH ON STATE HIGHWAY 67 FOR 1.8 KM TO COUNTY
 DF6110'HIGHWAY C ON THE
 DF6110'LEFT, TURN LEFT AND GO EAST ON COUNTY HIGHWAY C FOR 12.1 KM TO PIGEON
 DF6110'LAKE ROAD ON THE
 DF6110'RIGHT, TURN RIGHT AND GO SOUTH ON PIGEON LAKE ROAD FOR 1.6 KM TO
 DF6110'NEWTON ROAD, TURN
 DF6110'LEFT AND GO EAST ON NEWTON ROAD FOR 2.1 KM TO THE STATION ON THE LEFT.
 DF6110'THE STATION IS A
 DF6110'BRONZE MANITOWOC COUNTY GEODETIC CONTROL MARKER DISK SET IN THE TOP OF
 DF6110'A 45-CM
 DF6110'DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8 M AND ABOUT LEVEL WITH
 DF6110'THE ROAD PAVEMENT.
 DF6110'THE STATION IS 10.9 M NORTHEAST OF THE CENTERLINE OF NEWTON ROAD, 37.8
 DF6110'M NORTHEAST OF A
 DF6110'TELEPHONE PEDESTAL --5741 4--, 32.8 M EAST OF A WOOD POST FOR A --LEFT
 DF6110'TURN-- SIGN, 21.2 M
 DF6110'NORTH OF A WOOD POST FOR A --RIGHT TURN-- SIGN, 7 M SOUTHEAST OF THE
 DF6110'EXTENDED CENTERLINE
 DF6110'OF FLOWER LANE, 0.5 M NORTH OF A WHITE PLASTIC WITNESS POST, 1.0 M
 DF6110'EAST, 1.0 M WEST, AND 1.0
 DF6110'M SOUTH OF THREE 4X4 ORANGE PLASTIC WITNESS POSTS.  ---NOTE---THIS
 DF6110'STATION HAS NO VISIBLE
 DF6110'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT
 DF6110'FOR POWER
 DF6110'LINES TO THE SOUTH EXTENDING TO 20 DEGREES.
 DF6110'
 DF6110
 DF6110                          STATION RECOVERY (2003)
 DF6110
 DF6110'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6110'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS AT THE T-JUNCTION
 DF6110'OF NEWTON ROAD AND FLOWER LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5298 ***********************************************************************
 DH5298  DESIGNATION -  LIBERTY S GPS
 DH5298  PID         -  DH5298
 DH5298  STATE/COUNTY-  WI/GRANT
 DH5298  USGS QUAD   -  LANCASTER (1962)
 DH5298
 DH5298                         *CURRENT SURVEY CONTROL
 DH5298  ___________________________________________________________________
 DH5298* NAD 83(1997)-  42 51 29.15963(N)    090 37 40.00472(W)     ADJUSTED  
 DH5298* NAVD 88     -                                                        
 DH5298  ___________________________________________________________________
 DH5298  X           -     -51,308.216 (meters)                     COMP
 DH5298  Y           -  -4,682,581.214 (meters)                     COMP
 DH5298  Z           -   4,316,119.408 (meters)                     COMP
 DH5298  LAPLACE CORR-          -5.09  (seconds)                    DEFLEC99
 DH5298  ELLIP HEIGHT-         235.11  (meters)          (08/01/05) GPS OBS
 DH5298  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 DH5298
 DH5298  HORZ ORDER  -  FIRST
 DH5298  ELLP ORDER  -  SECOND    CLASS I
 DH5298
 DH5298.The horizontal coordinates were established by GPS observations
 DH5298.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5298
 DH5298
 DH5298.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5298
 DH5298.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5298
 DH5298.The ellipsoidal height was determined by GPS observations
 DH5298.and is referenced to NAD 83.
 DH5298
 DH5298.The geoid height was determined by GEOID03.
 DH5298
 DH5298;                    North         East     Units Scale Factor Converg.
 DH5298;SPC WI S     -    95,520.302   548,694.301   MT  0.99997718   -0 25 52.9
 DH5298;SPC WI S     -   313,386.19  1,800,174.55   sFT  0.99997718   -0 25 52.9
 DH5298;UTM  15      - 4,747,786.976   693,804.398   MT  1.00006210   +1 36 50.6
 DH5298
 DH5298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5298!SPC WI S     -   0.99996313  x   0.99997718  =   0.99994031
 DH5298!UTM  15      -   0.99996313  x   1.00006210  =   1.00002523
 DH5298
 DH5298                          SUPERSEDED SURVEY CONTROL
 DH5298
 DH5298.No superseded survey control is available for this station.
 DH5298
 DH5298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9380447787(NAD 83)
 DH5298_MARKER: DD = SURVEY DISK
 DH5298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5298_STAMPING: LIBERTY S GPS 2004
 DH5298_MARK LOGO: WIDT  
 DH5298_PROJECTION: FLUSH
 DH5298_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5298+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5298
 DH5298  HISTORY     - Date     Condition        Report By
 DH5298  HISTORY     - 2003     MONUMENTED       WIDT
 DH5298
 DH5298                          STATION DESCRIPTION
 DH5298
 DH5298'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5298'OWNERSHIP--TOWN OF LIBERTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5298'STATE HIGHWAY  129 WITH COUNTY HIGHWAY A ABOUT 1 MI EAST OF THE CITY
 DH5298'OF LANCASTER, GO EAST ON COUNTY  HIGHWAY A FOR 2.2 MI TO COON HOLLOW
 DH5298'ROAD, TURN LEFT AND GO NORTH THEN WEST ON COON  HOLLOW ROAD FOR 0.5 MI
 DH5298'TO SHORTCUT ROAD ON THE LEFT, CONTINUE EAST ON COON HOLLOW  ROAD FOR
 DH5298'0.65 MI TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DH5298'WISCONSIN  DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DH5298'STATION DISK SET IN THE TOP OF A  41-CM DIAMETER CONCRETE POST ABOUT
 DH5298'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 7.3 M  SOUTH OF THE
 DH5298'CENTELRINE OF COON HOLLOW ROAD, 93 M WEST OF THE EXTENDED CENTERLINE
 DH5298'OF  PRIVATE ENTRANCE --4082--, 1.0 M EAST OF AN ORANGE 4X4 PLASTIC
 DH5298'WITNESS POST, 1.0 M WEST  OF AN ORANGE 4X4 PLASTIC WITNESS POST, AND
 DH5298'0.6 M NORTH OF A BARBED WIRE FENCE.   ---NOTE---THIS STATION HAS NO
 DH5298'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES  ABOVE THE
 DH5298'HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5164 ***********************************************************************
 DH5164  DESIGNATION -  LIBERTY W GPS
 DH5164  PID         -  DH5164
 DH5164  STATE/COUNTY-  WI/VERNON
 DH5164  USGS QUAD   -  AVALANCHE (1985)
 DH5164
 DH5164                         *CURRENT SURVEY CONTROL
 DH5164  ___________________________________________________________________
 DH5164* NAD 83(1997)-  43 31 28.57986(N)    090 47 11.37876(W)     ADJUSTED  
 DH5164* NAVD 88     -                                                        
 DH5164  ___________________________________________________________________
 DH5164  X           -     -63,584.516 (meters)                     COMP
 DH5164  Y           -  -4,631,815.536 (meters)                     COMP
 DH5164  Z           -   4,370,174.030 (meters)                     COMP
 DH5164  LAPLACE CORR-          -8.35  (seconds)                    DEFLEC99
 DH5164  ELLIP HEIGHT-         333.52  (meters)          (08/01/05) GPS OBS
 DH5164  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 DH5164
 DH5164  HORZ ORDER  -  FIRST
 DH5164  ELLP ORDER  -  SECOND    CLASS I
 DH5164
 DH5164.The horizontal coordinates were established by GPS observations
 DH5164.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5164
 DH5164
 DH5164.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5164
 DH5164.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5164
 DH5164.The ellipsoidal height was determined by GPS observations
 DH5164.and is referenced to NAD 83.
 DH5164
 DH5164.The geoid height was determined by GEOID03.
 DH5164
 DH5164;                    North         East     Units Scale Factor Converg.
 DH5164;SPC WI S     -   169,669.338   536,421.891   MT  0.99993486   -0 32 25.4
 DH5164;SPC WI S     -   556,656.82  1,759,910.82   sFT  0.99993486   -0 32 25.4
 DH5164;UTM  15      - 4,821,454.196   678,879.074   MT  0.99999360   +1 31 29.2
 DH5164
 DH5164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5164!SPC WI S     -   0.99994770  x   0.99993486  =   0.99988257
 DH5164!UTM  15      -   0.99994770  x   0.99999360  =   0.99994130
 DH5164
 DH5164                          SUPERSEDED SURVEY CONTROL
 DH5164
 DH5164.No superseded survey control is available for this station.
 DH5164
 DH5164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7887921454(NAD 83)
 DH5164_MARKER: DD = SURVEY DISK
 DH5164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5164_STAMPING: LIBERTY W GPS 2004
 DH5164_MARK LOGO: WIDT  
 DH5164_PROJECTION: FLUSH
 DH5164_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5164+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5164
 DH5164  HISTORY     - Date     Condition        Report By
 DH5164  HISTORY     - 2003     MONUMENTED       WIDT
 DH5164
 DH5164                          STATION DESCRIPTION
 DH5164
 DH5164'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5164'OWNERSHIP--VERNON COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5164'STATE HIGHWAY  56 WITH COUNTY HIGHWAY SS WEST ABOUT 4 MI WEST OF THE
 DH5164'VILLAGE OF VIOLA, GO SOUTHWEST  THEN NORTHWEST ON COUNTY HIGHWAY SS
 DH5164'FOR 2.45 MI TO THE STATION ON THE LEFT.  THE  STATION IS A BRONZE
 DH5164'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DH5164'STATION DISK SET IN THE TOP OF A 41-CM ROUND CONCRETE POST ABOUT LEVEL
 DH5164'WITH THE  HIGHWAY PAVEMENT.  THE STATION IS 9.4 M SOUTHWEST OF THE
 DH5164'CENTERLINE OF COUNTY HIGHWAY  SS, 62 M NORTHWEST OF A WOOD POST FOR A
 DH5164'--45 M.P.H. CURVE-- SIGN, 29.7 M SOUTH OF A POWER  POLE, 1 M NORTHEAST
 DH5164'OF A CULTIVATED FIELD AND 1.0 M SOUTH, NORTHEAST AND WEST OF THREE
 DH5164'ORANGE 4X4 PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO
 DH5164'VISIBLE OBSTRUCTIONS  EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH5164'HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5262 ***********************************************************************
 DH5262  DESIGNATION -  LIDEN E GPS
 DH5262  PID         -  DH5262
 DH5262  STATE/COUNTY-  WI/IOWA
 DH5262  USGS QUAD   -  DODGEVILLE (1980)
 DH5262
 DH5262                         *CURRENT SURVEY CONTROL
 DH5262  ___________________________________________________________________
 DH5262* NAD 83(1997)-  42 56 43.29257(N)    090 11 50.60763(W)     ADJUSTED  
 DH5262* NAVD 88     -                                                        
 DH5262  ___________________________________________________________________
 DH5262  X           -     -16,110.517 (meters)                     COMP
 DH5262  Y           -  -4,676,306.995 (meters)                     COMP
 DH5262  Z           -   4,323,287.153 (meters)                     COMP
 DH5262  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 DH5262  ELLIP HEIGHT-         332.92  (meters)          (08/01/05) GPS OBS
 DH5262  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 DH5262
 DH5262  HORZ ORDER  -  FIRST
 DH5262  ELLP ORDER  -  SECOND    CLASS I
 DH5262
 DH5262.The horizontal coordinates were established by GPS observations
 DH5262.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5262
 DH5262
 DH5262.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5262
 DH5262.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5262
 DH5262.The ellipsoidal height was determined by GPS observations
 DH5262.and is referenced to NAD 83.
 DH5262
 DH5262.The geoid height was determined by GEOID03.
 DH5262
 DH5262;                    North         East     Units Scale Factor Converg.
 DH5262;SPC WI S     -   105,039.645   583,890.886   MT  0.99996401   -0 08 08.3
 DH5262;SPC WI S     -   344,617.57  1,915,648.68   sFT  0.99996401   -0 08 08.3
 DH5262;UTM  15      - 4,758,558.497   728,645.033   MT  1.00024319   +1 54 36.9
 DH5262
 DH5262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5262!SPC WI S     -   0.99994779  x   0.99996401  =   0.99991180
 DH5262!UTM  15      -   0.99994779  x   1.00024319  =   1.00019097
 DH5262
 DH5262                          SUPERSEDED SURVEY CONTROL
 DH5262
 DH5262.No superseded survey control is available for this station.
 DH5262
 DH5262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH2864558558(NAD 83)
 DH5262_MARKER: DD = SURVEY DISK
 DH5262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5262_STAMPING: LIDEN E GPS 2004
 DH5262_MARK LOGO: WIDT  
 DH5262_PROJECTION: FLUSH
 DH5262_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5262+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5262
 DH5262  HISTORY     - Date     Condition        Report By
 DH5262  HISTORY     - 2003     MONUMENTED       WIDT
 DH5262
 DH5262                          STATION DESCRIPTION
 DH5262
 DH5262'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5262'OWNERSHIP--IOWA COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF US
 DH5262'HIGHWAY 18 WITH  COUNTY HIGHWAY Q AND BERG ROAD ABOUT 4 MI WEST OF THE
 DH5262'CITY OF DODGEVILLE, GO SOUTH ON  COUNTY HIGHWAY Q SOUTH FOR 2.2 MI TO
 DH5262'COUNTY HIGHWAY B ON THE LEFT, TURN LEFT AND GO  EASTERLY ON COUNTY
 DH5262'HIGHWAY B FOR 1.0 MI TO THE STATION ON THE RIGHT.  THE STATION IS A
 DH5262'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DH5262'STATION  DISK ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DH5262'9.2 M SOUTH OF THE  CENTERLINE OF COUNTY HIGHWAY B, 40.3 M
 DH5262'WEST-SOUTHWEST OF POWER POLE --6-2-36 37/0--, 33 M  EAST OF THE
 DH5262'CENTERLINE OF A FIELD ENTRANCE, 1 M NORTH OF A CULTIVATED FIELD, 1.0 M
 DH5262'EAST OF  AN ORANGE 4X4 PLASTIC WITNESS POST, AND 1.0 M WEST OF AN
 DH5262'ORANGE 4X4 PLASTIC WITNESS  POST.  ---NOTE---THIS STATION HAS NO
 DH5262'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15  DEGREES ABOVE THE
 DH5262'HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5276 ***********************************************************************
 DH5276  DESIGNATION -  LIDEN N GPS
 DH5276  PID         -  DH5276
 DH5276  STATE/COUNTY-  WI/IOWA
 DH5276  USGS QUAD   -  DODGEVILLE (1980)
 DH5276
 DH5276                         *CURRENT SURVEY CONTROL
 DH5276  ___________________________________________________________________
 DH5276* NAD 83(1997)-  42 59 08.37233(N)    090 13 22.88672(W)     ADJUSTED  
 DH5276* NAVD 88     -                                                        
 DH5276  ___________________________________________________________________
 DH5276  X           -     -18,190.677 (meters)                     COMP
 DH5276  Y           -  -4,673,234.013 (meters)                     COMP
 DH5276  Z           -   4,326,550.541 (meters)                     COMP
 DH5276  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 DH5276  ELLIP HEIGHT-         314.01  (meters)          (08/01/05) GPS OBS
 DH5276  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 DH5276
 DH5276  HORZ ORDER  -  FIRST
 DH5276  ELLP ORDER  -  SECOND    CLASS I
 DH5276
 DH5276.The horizontal coordinates were established by GPS observations
 DH5276.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5276
 DH5276
 DH5276.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5276
 DH5276.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5276
 DH5276.The ellipsoidal height was determined by GPS observations
 DH5276.and is referenced to NAD 83.
 DH5276
 DH5276.The geoid height was determined by GEOID03.
 DH5276
 DH5276;                    North         East     Units Scale Factor Converg.
 DH5276;SPC WI S     -   109,521.732   581,810.944   MT  0.99995870   -0 09 11.7
 DH5276;SPC WI S     -   359,322.55  1,908,824.74   sFT  0.99995870   -0 09 11.7
 DH5276;UTM  15      - 4,762,964.658   726,405.731   MT  1.00023064   +1 53 39.1
 DH5276
 DH5276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5276!SPC WI S     -   0.99995076  x   0.99995870  =   0.99990946
 DH5276!UTM  15      -   0.99995076  x   1.00023064  =   1.00018139
 DH5276
 DH5276                          SUPERSEDED SURVEY CONTROL
 DH5276
 DH5276.No superseded survey control is available for this station.
 DH5276
 DH5276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH2640662965(NAD 83)
 DH5276_MARKER: DD = SURVEY DISK
 DH5276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5276_STAMPING: LIDEN N GPS 2004
 DH5276_MARK LOGO: WIDT  
 DH5276_PROJECTION: FLUSH
 DH5276_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5276+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH5276
 DH5276  HISTORY     - Date     Condition        Report By
 DH5276  HISTORY     - 2003     MONUMENTED       WIDT
 DH5276  HISTORY     - 20051228 GOOD             WIDT
 DH5276
 DH5276                          STATION DESCRIPTION
 DH5276
 DH5276'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5276'OWNERSHIP--TOWN OF LINDEN.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5276'US HIGHWAY 18  WITH COUNTY HIGHWAY Q SOUTH AND BERG ROAD ABOUT 4 MI
 DH5276'WEST OF THE CITY OF DODGEVILLE,  GO NORTHWEST ON BERG ROAD FOR 1.3 MI
 DH5276'TO THE STATION ON THE RIGHT.  THE STATION IS A  BRONZE WISCONSIN
 DH5276'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK  SET
 DH5276'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT 1 M ABOVE THE ROAD
 DH5276'PAVEMENT.   THE STATION IS 10.4 M EAST OF THE CENTERLINE OF BERG ROAD,
 DH5276'12 M NORTH OF THE CENTERLINE  OF PRIVATE ENTRANCE --3523--, 1.3 M
 DH5276'WEST-SOUTHWEST OF A WIRE FENCE, 1.0 M WEST-SOUTHWEST  OF AN ORANGE 4X4
 DH5276'PLASTIC WITNESS POST, 1.0 M NORTH OF AN ORANGE 4X4 PLASTIC WITNESS
 DH5276'POST, AND 1.0 M EAST-SOUTHEAST OF AN 4X4 ORANGE 4X4 PLASTIC WITNESS
 DH5276'POST.  ---NOTE---THIS  STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DH5276'HIGHER THAN 15 DEGREES ABOVE THE  HORIZON.
 DH5276
 DH5276                          STATION RECOVERY (2005)
 DH5276
 DH5276'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5276'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5257 ***********************************************************************
 DH5257  DESIGNATION -  LIDEN S GPS
 DH5257  PID         -  DH5257
 DH5257  STATE/COUNTY-  WI/IOWA
 DH5257  USGS QUAD   -  MIFFLIN (1952)
 DH5257
 DH5257                         *CURRENT SURVEY CONTROL
 DH5257  ___________________________________________________________________
 DH5257* NAD 83(1997)-  42 50 08.14875(N)    090 17 43.09886(W)     ADJUSTED  
 DH5257* NAVD 88     -                                                        
 DH5257  ___________________________________________________________________
 DH5257  X           -     -24,144.634 (meters)                     COMP
 DH5257  Y           -  -4,684,554.099 (meters)                     COMP
 DH5257  Z           -   4,314,336.532 (meters)                     COMP
 DH5257  LAPLACE CORR-          -3.98  (seconds)                    DEFLEC99
 DH5257  ELLIP HEIGHT-         308.68  (meters)          (08/01/05) GPS OBS
 DH5257  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 DH5257
 DH5257  HORZ ORDER  -  FIRST
 DH5257  ELLP ORDER  -  SECOND    CLASS I
 DH5257
 DH5257.The horizontal coordinates were established by GPS observations
 DH5257.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5257
 DH5257
 DH5257.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5257
 DH5257.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5257
 DH5257.The ellipsoidal height was determined by GPS observations
 DH5257.and is referenced to NAD 83.
 DH5257
 DH5257.The geoid height was determined by GEOID03.
 DH5257
 DH5257;                    North         East     Units Scale Factor Converg.
 DH5257;SPC WI S     -    92,870.122   575,856.936   MT  0.99998095   -0 12 10.5
 DH5257;SPC WI S     -   304,691.39  1,889,290.63   sFT  0.99998095   -0 12 10.5
 DH5257;UTM  15      - 4,746,107.034   721,048.389   MT  1.00020117   +1 50 22.8
 DH5257
 DH5257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5257!SPC WI S     -   0.99995159  x   0.99998095  =   0.99993254
 DH5257!UTM  15      -   0.99995159  x   1.00020117  =   1.00015275
 DH5257
 DH5257                          SUPERSEDED SURVEY CONTROL
 DH5257
 DH5257.No superseded survey control is available for this station.
 DH5257
 DH5257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH2104846107(NAD 83)
 DH5257_MARKER: DD = SURVEY DISK
 DH5257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5257_STAMPING: LIDEN S GPS 2004
 DH5257_MARK LOGO: WIDT  
 DH5257_PROJECTION: FLUSH
 DH5257_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5257+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5257
 DH5257  HISTORY     - Date     Condition        Report By
 DH5257  HISTORY     - 2003     MONUMENTED       WIDT
 DH5257
 DH5257                          STATION DESCRIPTION
 DH5257
 DH5257'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5257'OWNERSHIP--IOWA COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF US
 DH5257'HIGHWAY 151 WITH  COUNTY HIGHWAY A ABOUT 5 MI SOUTHWEST OF THE CITY OF
 DH5257'MINERAL POINT, GO  WEST-NORTHWEST ON COUNTY HIGHWAY A FOR 2.6 MI TO
 DH5257'HEINS ROAD ON THE LEFT, CONTINUE  NORTHWEST ON COUNTY HIGHWAY A FOR
 DH5257'0.3 MI TO THE STATION ON THE RIGHT.  THE STATION IS A  BRONZE
 DH5257'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH5257'DISK  SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL
 DH5257'WITH THE HIGHWAY  PAVEMENT.  THE STATION IS 9.9 M EAST-NORTHEAST OF
 DH5257'THE CENTERLINE OF COUNTY HIGHWAY A, 1  M WEST-SOUTHWEST OF A
 DH5257'CULTIVATED FIELD, 1.0 M NORTH-NORTHWEST OF AN ORANGE 4X4  PLASTIC
 DH5257'WITNESS POST, 1.0 M SOUTH-SOUTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS
 DH5257'POST.   ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DH5257'HIGHER THAN 15 DEGREES  ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0082 ***********************************************************************
 OL0082  DESIGNATION -  LIGHT USLS
 OL0082  PID         -  OL0082
 OL0082  STATE/COUNTY-  WI/OZAUKEE
 OL0082  USGS QUAD   -  PORT WASHINGTON EAST (1994)
 OL0082
 OL0082                         *CURRENT SURVEY CONTROL
 OL0082  ___________________________________________________________________
 OL0082* NAD 83(1986)-  43 23 14.     (N)    087 52 01.     (W)     SCALED    
 OL0082* NAVD 88     -       179.048  (meters)     587.43   (feet)  ADJUSTED  
 OL0082  ___________________________________________________________________
 OL0082  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 OL0082  DYNAMIC HT  -         179.008 (meters)     587.30  (feet)  COMP
 OL0082  MODELED GRAV-     980,391.5   (mgal)                       NAVD 88
 OL0082
 OL0082  VERT ORDER  -  FIRST     CLASS 0
 OL0082
 OL0082.The horizontal coordinates were scaled from a topographic map and have
 OL0082.an estimated accuracy of +/- 6 seconds.
 OL0082
 OL0082.The orthometric height was determined by differential leveling
 OL0082.and adjusted by the National Geodetic Survey in June 1991..
 OL0082
 OL0082.The geoid height was determined by GEOID03.
 OL0082
 OL0082.The dynamic height is computed by dividing the NAVD 88
 OL0082.geopotential number by the normal gravity value computed on the
 OL0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0082.degrees latitude (g = 980.6199 gals.).
 OL0082
 OL0082.The modeled gravity was interpolated from observed gravity values.
 OL0082
 OL0082;                    North         East    Units  Estimated Accuracy
 OL0082;SPC WI S     -   156,320.      772,810.      MT  (+/- 180 meters Scaled)
 OL0082
 OL0082                          SUPERSEDED SURVEY CONTROL
 OL0082
 OL0082  NGVD 29 (??/??/92)  179.09   (m)          587.6    (f) COMPUTED    1 0
 OL0082
 OL0082.Superseded values are not recommended for survey control.
 OL0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0082.See file dsdata.txt to determine how the superseded data were derived.
 OL0082
 OL0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP297041(NAD 83)
 OL0082_MARKER: B = BOLT
 OL0082_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OL0082_SP_SET: LIGHT FOOTING
 OL0082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OL0082
 OL0082  HISTORY     - Date     Condition        Report By
 OL0082  HISTORY     - UNK      MONUMENTED       USLS
 OL0082  HISTORY     - 1972     GOOD             NGS
 OL0082  HISTORY     - 20031122 MARK NOT FOUND   USPSQD
 OL0082
 OL0082                          STATION DESCRIPTION
 OL0082
 OL0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0082'AT PORT WASHINGTON.
 OL0082'AT PORT WASHINGTON, ABOUT 0.25 MILE SOUTHEAST OF THE CITY HALL BLDG,
 OL0082'ON THE NORTH SIDE OF HARBOR ENTRANCE AND THE EAST SIDE OF A SLIP,
 OL0082'266 FEET SOUTH OF THE EXTENDED CENTER LINE OF GRAND AVENUE, AT THE
 OL0082'PIER HEAD LIGHT, 335 FEET EAST-SOUTHEAST OF BENCH MARK EAST (USLS)
 OL0082'DESCRIBED, THE HIGHEST POINT OF A CUT CROSS ON THE TOP OF A 1/2
 OL0082'INCH THREAD BOLT WHICH PROJECTS 2 INCHES ABOVE THE SOUTHWEST
 OL0082'CONCRETE FOOTING OF THE LIGHT AND ABOUT 4 FEET ABOVE A PARKING AREA
 OL0082'NORTHWEST OF THE LIGHT.  SECTION 28, T11N, R22E
 OL0082
 OL0082                          STATION RECOVERY (2003)
 OL0082
 OL0082'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OL0082'NOT FOUND.  THE HARBOR HAS BEEN REMODELED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0453 ***********************************************************************
 PM0453  DESIGNATION -  LIGHTHOUSE
 PM0453  PID         -  PM0453
 PM0453  STATE/COUNTY-  WI/MANITOWOC
 PM0453  USGS QUAD   -  TWO RIVERS (1978)
 PM0453
 PM0453                         *CURRENT SURVEY CONTROL
 PM0453  ___________________________________________________________________
 PM0453* NAD 83(1991)-  44 12 38.29099(N)    087 30 32.12143(W)     ADJUSTED  
 PM0453* NAVD 88     -       181.     (meters)     594.     (feet)  SCALED    
 PM0453  ___________________________________________________________________
 PM0453  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 PM0453  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 PM0453
 PM0453  HORZ ORDER  -  THIRD
 PM0453
 PM0453.The horizontal coordinates were established by classical geodetic methods
 PM0453.and adjusted by the National Geodetic Survey in November 1991..
 PM0453
 PM0453.The orthometric height was scaled from a topographic map.
 PM0453
 PM0453.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0453
 PM0453.The geoid height was determined by GEOID03.
 PM0453
 PM0453;                    North         East     Units Scale Factor Converg.
 PM0453;SPC WI S     -   248,565.662   799,068.464   MT  1.00003243   +1 42 41.9
 PM0453;SPC WI S     -   815,502.51  2,621,610.45   sFT  1.00003243   +1 42 41.9
 PM0453;UTM  16      - 4,895,394.105   459,342.195   MT  0.99962033   -0 21 17.6
 PM0453
 PM0453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0453!SPC WI S     -   0.99997730  x   1.00003243  =   1.00000973
 PM0453!UTM  16      -   0.99997730  x   0.99962033  =   0.99959764
 PM0453
 PM0453|---------------------------------------------------------------------|
 PM0453| PID    Reference Object                     Distance      Geod. Az  |
 PM0453|                                                           dddmmss.s |
 PM0453| PM0454 TWIN RIVER POINT LIGHTHOUSE           2.073 METERS 09536     |
 PM0453| PM0447 D 1 MICH WIS MINN SURVEY MARK        38.980 METERS 19658     |
 PM0453| PM0449 TWO RIVERS E MUNICIPAL TANK         APPROX. 7.2 KM 2113815.7 |
 PM0453| PM0448 TWO RIVERS HAMILTON MFG CO STK      APPROX. 8.2 KM 2134955.7 |
 PM0453| PM0450 TWO RIVERS W MUNICIPAL TANK         APPROX. 9.5 KM 2193446.7 |
 PM0453| PM0451 TWO RIVERS RADIO STA WTRW MAST      APPROX. 5.9 KM 2245743.2 |
 PM0453| CJ5245 LIGHTHOUSE RM 1                      24.088 METERS 26011     |
 PM0453| CJ5244 LIGHTHOUSE AZ MK                                   3222706.2 |
 PM0453|---------------------------------------------------------------------|
 PM0453
 PM0453                          SUPERSEDED SURVEY CONTROL
 PM0453
 PM0453  NAD 83(1986)-  44 12 38.27772(N)    087 30 32.10874(W) AD(       ) 3
 PM0453  NAD 27      -  44 12 38.29300(N)    087 30 31.82900(W) AD(       ) 3
 PM0453
 PM0453.Superseded values are not recommended for survey control.
 PM0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0453.See file dsdata.txt to determine how the superseded data were derived.
 PM0453
 PM0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP5934295394(NAD 83)
 PM0453_MARKER: DS = TRIANGULATION STATION DISK
 PM0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0453
 PM0453  HISTORY     - Date     Condition        Report By
 PM0453  HISTORY     - 1953     MONUMENTED       CGS
 PM0453  HISTORY     - 20021101 MARK NOT FOUND   USPSQD
 PM0453  HISTORY     - 20040306 MARK NOT FOUND   USPSQD
 PM0453
 PM0453                          STATION DESCRIPTION
 PM0453
 PM0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0453'STATION IS LOCATED ABOUT 4-1/2 MILES NORTHEAST OF TWO RIVERS, IN
 PM0453'POINT BEACH STATE FOREST, ON RAWLEY POINT NEAR THE TWIN RIVER POINT
 PM0453'LIGHTHOUSE.  IT IS 3 FEET NORTHWEST OF THE CONCRETE BASE OF THE
 PM0453'LIGHTHOUSE.  THE MARK IS FLUSH AND THE DISK IS STAMPED LIGHTHOUSE
 PM0453'1953.
 PM0453'
 PM0453'REFERENCE MARK NO. 1 IS 16 FEET SOUTHWEST OF A 12 INCH PINE TREE AND
 PM0453'7 FEET EAST OF THE CENTER OF A GRAVEL ROAD.  THE MARK IS FLUSH AND
 PM0453'THE DISK IS STAMPED LIGHTHOUSE NO 1 1953.
 PM0453'
 PM0453'D 1 MICH.-WISC.-MINN. SURVEY MARK WAS USED AS A REFERENCE MARK.  IT
 PM0453'IS 103 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE RESIDENCE OF
 PM0453'THE LIGHTHOUSE TENDER, 56 FEET NORTH OF THE NORTHWEST CORNER OF A
 PM0453'GARAGE AND 14 FEET EAST OF THE CENTER OF THE GRAVEL ROAD.  THE MARK
 PM0453'IS AN 8X8 INCH CONCRETE POST, PROJECTING ABOUT 12 INCHES WITH A
 PM0453'BRASS MICHIGAN-WISCONSIN-MINNESOTA JOINT SURVEY COMMISSION
 PM0453'DISK IN THE TOP STAMPED D 1.
 PM0453'
 PM0453'AZIMUTH MARK IS 31 FEET WEST OF A TWIN 24 INCH PINE TREE, 16 FEET
 PM0453'NORTH OF THE CENTER OF A GRAVEL ROAD AND 1 FOOT EAST OF A WHITE
 PM0453'WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 PM0453'STAMPED LIGHTHOUSE 1953.
 PM0453'
 PM0453'TO REACH THE STATION FROM THE INTERSECTION OF WASHINGTON AND 18TH
 PM0453'STREETS, WHICH IS ONE BLOCK EAST OF THE POST OFFICE IN TWO RIVERS,
 PM0453'GO NORTH ON WASHINGTON ST. FOR 0.25 MILE TO 22ND STREET, TURN RIGHT
 PM0453'AND GO EAST ON 22ND ST. FOR 0.5 MILE TO LINCOLN ST., CONTINUE EAST
 PM0453'AND NORTH ON PAVED FOR 2.45 MILES TO A SIDE ROAD LEFT, CONTINUE
 PM0453'NORTHERLY ON PAVED ROAD FOR 2.45 MILES TO A GRAVEL CROSSROAD, TURN
 PM0453'RIGHT AND GO EAST FOR 0.2 MILE TO A PARKING AREA ON THE RIGHT AND
 PM0453'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, TURN RIGHT AND GO SOUTH
 PM0453'ON GRAVEL ROAD FOR 0.1 MILE TO THE LIGHTHOUSE AND STATION AS
 PM0453'DESCRIBED.
 PM0453'
 PM0453'NOTE--OBSERVATIONS WERE MADE FROM A 4 FOOT WOOD STAND, WHICH WAS
 PM0453'COLIMATED OVER THE STATION MARK AND ERECTED ON AN IRON PLATFORM,
 PM0453'ABOUT 100 FEET ABOVE THE GROUND AND JUST OUTSIDE A DOOR ON THE
 PM0453'NORTHWEST SIDE OF THE LIGHTHOUSE.
 PM0453'
 PM0453'HEIGHT OF LIGHT ABOVE STATION MARK 32 METERS.
 PM0453
 PM0453                          STATION RECOVERY (2002)
 PM0453
 PM0453'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0453'MARK WAS NOT RECOVERED BUT COULD BE PRESENT AS DESCRIBED.  PLASTIC
 PM0453'SHEETING AND GRAVEL HAS BEEN LAYED DOWN WITHIN THE DIMENSIONS OF THE
 PM0453'LEGS OF THE TOWER TO REDUCE GROWTH OF VEGETATION AND POSSIBLY COVERING
 PM0453'THE MARK.
 PM0453
 PM0453                          STATION RECOVERY (2004)
 PM0453
 PM0453'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0453'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0399 ***********************************************************************
 QN0399  DESIGNATION -  LIL
 QN0399  PID         -  QN0399
 QN0399  STATE/COUNTY-  WI/RUSK
 QN0399  USGS QUAD   -  HAWKINS (1981)
 QN0399
 QN0399                         *CURRENT SURVEY CONTROL
 QN0399  ___________________________________________________________________
 QN0399* NAD 83(1991)-  45 30 41.01595(N)    090 44 45.01692(W)     ADJUSTED  
 QN0399* NAVD 88     -       418.361  (meters)    1372.57   (feet)  ADJUSTED  
 QN0399  ___________________________________________________________________
 QN0399  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 QN0399  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 QN0399  DYNAMIC HT  -         418.344 (meters)    1372.52  (feet)  COMP
 QN0399  MODELED GRAV-     980,562.0   (mgal)                       NAVD 88
 QN0399
 QN0399  HORZ ORDER  -  FIRST
 QN0399  VERT ORDER  -  FIRST     CLASS II
 QN0399
 QN0399.The horizontal coordinates were established by classical geodetic methods
 QN0399.and adjusted by the National Geodetic Survey in November 1991..
 QN0399
 QN0399.The orthometric height was determined by differential leveling
 QN0399.and adjusted by the National Geodetic Survey in June 1991..
 QN0399
 QN0399.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0399
 QN0399.The geoid height was determined by GEOID03.
 QN0399
 QN0399.The dynamic height is computed by dividing the NAVD 88
 QN0399.geopotential number by the normal gravity value computed on the
 QN0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0399.degrees latitude (g = 980.6199 gals.).
 QN0399
 QN0399.The modeled gravity was interpolated from observed gravity values.
 QN0399
 QN0399;                    North         East     Units Scale Factor Converg.
 QN0399;SPC WI C     -   186,739.432   541,719.193   MT  1.00000219   -0 31 34.5
 QN0399;SPC WI C     -   612,660.95  1,777,290.39   sFT  1.00000219   -0 31 34.5
 QN0399;SPC WI N     -    38,587.949   541,718.747   MT  1.00001049   -0 32 16.9
 QN0399;SPC WI N     -   126,600.63  1,777,288.92   sFT  1.00001049   -0 32 16.9
 QN0399;UTM  15      - 5,042,233.805   676,074.192   MT  0.99998118   +1 36 30.6
 QN0399
 QN0399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0399!SPC WI C     -   0.99993917  x   1.00000219  =   0.99994136
 QN0399!SPC WI N     -   0.99993917  x   1.00001049  =   0.99994966
 QN0399!UTM  15      -   0.99993917  x   0.99998118  =   0.99992035
 QN0399
 QN0399|---------------------------------------------------------------------|
 QN0399| PID    Reference Object                     Distance      Geod. Az  |
 QN0399|                                                           dddmmss.s |
 QN0399| CJ5246 LIL RM                               22.650 METERS 31516     |
 QN0399|---------------------------------------------------------------------|
 QN0399
 QN0399                          SUPERSEDED SURVEY CONTROL
 QN0399
 QN0399  NAD 83(1986)-  45 30 41.01190(N)    090 44 45.01311(W) AD(       ) 1
 QN0399  NAD 27      -  45 30 41.12600(N)    090 44 44.50000(W) AD(       ) 1
 QN0399
 QN0399.Superseded values are not recommended for survey control.
 QN0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0399.See file dsdata.txt to determine how the superseded data were derived.
 QN0399
 QN0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL7607442234(NAD 83)
 QN0399_MARKER: DS = TRIANGULATION STATION DISK
 QN0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0399
 QN0399  HISTORY     - Date     Condition        Report By
 QN0399  HISTORY     - 1921     MONUMENTED       CGS
 QN0399  HISTORY     - 1935     GOOD             WIGS
 QN0399  HISTORY     - 1952     MARK NOT FOUND   CGS
 QN0399  HISTORY     - 20040929 MARK NOT FOUND   WIDT
 QN0399
 QN0399                          STATION DESCRIPTION
 QN0399
 QN0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0399'STATION IS ABOUT TWO MILES W OF HAWKINS ON THE S SIDE OF THE
 QN0399'TRACK OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY
 QN0399'ON THE APEX OF THE RISE W OF HAWKINS.  IT IS 20 METERS E OF
 QN0399'FOURTH TELEGRAPH POLE W OF SAFETY FIRST SIGNBOARD, AND 3.78
 QN0399'METERS (12.405 FEET) S OF S RAIL.
 QN0399'
 QN0399'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 QN0399'DISKS SET IN CONCRETE.
 QN0399'
 QN0399'REFERENCE MARK IS ON OPPOSITE (N) SIDE OF TRACK.  IT IS 22.65
 QN0399'METERS (74.33 FEET) DISTANT FROM STATION.
 QN0399
 QN0399                          STATION RECOVERY (1935)
 QN0399
 QN0399'RECOVERY NOTE BY WISCONSIN GEODETIC SURVEY 1935
 QN0399'DESCRIPTION SHOULD READ AS FOLLOWS--STATION IS ABOUT 1-1/2
 QN0399'MILES W OF HAWKINS AND S SIDE OF THE TRACK OF THE MINNEAPOLIS, ST.
 QN0399'PAUL AND SAULT STE. MARIE RAILWAY ON THE APEX OF THE RISE W OF
 QN0399'HAWKINS.  IT IS 20 METERS E OF FOURTH TELEGRAPH POLE W OF
 QN0399'SAFETY FIRST SIGNBOARD AND 3.78 METERS (12.405 FEET) S OF S RAIL.
 QN0399'
 QN0399'REFERENCE MARK IS ON OPPOSITE (N) SIDE OF TRACK.
 QN0399'
 QN0399'NOTE--MONUMENT HAS BEEN MOVED TO ONE SIDE BY RAILWAY DITCHER.
 QN0399'SUBSURFACE MARK SHOULD BE IN GOOD CONDITION.
 QN0399
 QN0399                          STATION RECOVERY (1952)
 QN0399
 QN0399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QN0399'NOT ABLE TO RECOVER THE STATION OR THE REFERENCE MARK.  THERE
 QN0399'WAS NO PROMINENT RISE OF GROUND FOUND IN THE VICINITY OR THE
 QN0399'SAFETY SIGN WAS NOT LOCATED.
 QN0399
 QN0399                          STATION RECOVERY (2004)
 QN0399
 QN0399'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0399'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0493 ***********************************************************************
 PM0493  DESIGNATION -  LILLY
 PM0493  PID         -  PM0493
 PM0493  STATE/COUNTY-  WI/BROWN
 PM0493  USGS QUAD   -  POLAND (1978)
 PM0493
 PM0493                         *CURRENT SURVEY CONTROL
 PM0493  ___________________________________________________________________
 PM0493* NAD 83(1991)-  44 25 32.62481(N)    087 50 47.50087(W)     ADJUSTED  
 PM0493* NAVD 88     -       262.     (meters)     860.     (feet)  SCALED    
 PM0493  ___________________________________________________________________
 PM0493  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 PM0493  GEOID HEIGHT-         -36.09  (meters)                     GEOID03
 PM0493
 PM0493  HORZ ORDER  -  SECOND
 PM0493
 PM0493.The horizontal coordinates were established by classical geodetic methods
 PM0493.and adjusted by the National Geodetic Survey in November 1991..
 PM0493
 PM0493.The orthometric height was scaled from a topographic map.
 PM0493
 PM0493.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0493
 PM0493.The geoid height was determined by GEOID03.
 PM0493
 PM0493;                    North         East     Units Scale Factor Converg.
 PM0493;SPC WI C     -    68,099.439   771,456.957   MT  0.99997142   +1 31 10.0
 PM0493;SPC WI C     -   223,422.91  2,531,021.70   sFT  0.99997142   +1 31 10.0
 PM0493;UTM  16      - 4,919,507.854   432,617.498   MT  0.99965584   -0 35 33.3
 PM0493
 PM0493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0493!SPC WI C     -   0.99996458  x   0.99997142  =   0.99993600
 PM0493!UTM  16      -   0.99996458  x   0.99965584  =   0.99962043
 PM0493
 PM0493:                Primary Azimuth Mark                     Grid Az
 PM0493:SPC WI C     -  LILLY AZ MK                              002 41 49.6
 PM0493:UTM  16      -  LILLY AZ MK                              004 48 32.9
 PM0493
 PM0493|---------------------------------------------------------------------|
 PM0493| PID    Reference Object                     Distance      Geod. Az  |
 PM0493|                                                           dddmmss.s |
 PM0493| CJ5247 LILLY AZ MK                                        0041259.6 |
 PM0493| CJ5249 LILLY RM 2                           13.465 METERS 08818     |
 PM0493| PM0498 DENMARK LAKE TO LAKE DAIRY STK      APPROX. 9.0 KM 1703214.1 |
 PM0493| PM0497 DENMARK MUNICIPAL TANK              APPROX. 8.7 KM 1721225.2 |
 PM0493| CJ5248 LILLY RM 1                           28.771 METERS 35941     |
 PM0493|---------------------------------------------------------------------|
 PM0493
 PM0493                          SUPERSEDED SURVEY CONTROL
 PM0493
 PM0493  NAD 83(1986)-  44 25 32.61597(N)    087 50 47.48871(W) AD(       ) 2
 PM0493  NAD 27      -  44 25 32.63700(N)    087 50 47.14700(W) AD(       ) 2
 PM0493
 PM0493.Superseded values are not recommended for survey control.
 PM0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0493.See file dsdata.txt to determine how the superseded data were derived.
 PM0493
 PM0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ3261719508(NAD 83)
 PM0493_MARKER: DS = TRIANGULATION STATION DISK
 PM0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0493_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0493+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2006
 PM0493
 PM0493  HISTORY     - Date     Condition        Report By
 PM0493  HISTORY     - 1953     MONUMENTED       CGS
 PM0493  HISTORY     - 1977     GOOD             NGS
 PM0493  HISTORY     - 20021111 GOOD             USPSQD
 PM0493  HISTORY     - 20040308 GOOD             USPSQD
 PM0493  HISTORY     - 20060626 GOOD             GEOCAC
 PM0493
 PM0493                          STATION DESCRIPTION
 PM0493
 PM0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0493'THE STATION IS ABOUT 11 MILES EAST OF DE PERE, 5 MILES NORTH OF
 PM0493'DENMARK AND 4 MILES EAST OF BELLEVUE.  IT IS 19 FEET NORTH OF A
 PM0493'FENCE CORNER, 19 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 4 FEET
 PM0493'NORTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF A FENCE LINE.  THE
 PM0493'MARK IS FLUSH AND THE DISK IS STAMPED LILLY 1953.
 PM0493'
 PM0493'REFERENCE MARK NO. 1 IS 19 FEET WEST OF THE CENTER OF A GRAVEL ROAD
 PM0493'AND 1 FOOT EAST OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 PM0493'STAMPED LILLY NO 1 1953.
 PM0493'
 PM0493'REFERENCE MARK NO. 2 IS 23 FEET EAST OF THE CENTER OF A GRAVEL ROAD
 PM0493'AND 19 FEET NORTH OF A FENCE CORNER.  THE MARK IS FLUSH AND THE DISK
 PM0493'IS STAMPED LILLY NO 2 1953.
 PM0493'
 PM0493'AZIMUTH MARK IS 56 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A HOUSE,
 PM0493'56 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A HOUSE AND 1 FOOT EAST
 PM0493'OF THE SOUTH END OF A LARGE BUTANE GAS TANK.  THE MARK IS FLUSH AND
 PM0493'THE DISK IS STAMPED LILLY 1953.
 PM0493'
 PM0493'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 141 AND STATE
 PM0493'HIGHWAY 29 AT THE WEST EDGE OF BELLEVUE GO EAST ON HIGHWAY 29 FOR
 PM0493'3.7 MILES TO A GRAVEL CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 0.75
 PM0493'MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE
 PM0493'AHEAD, SOUTH, FOR 0.45 MILE TO THE STATION ON THE RIGHT AS
 PM0493'DESCRIBED.  THE ROAD ENDS AT THE STATION SITE.
 PM0493'
 PM0493'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 PM0493
 PM0493                          STATION RECOVERY (1977)
 PM0493
 PM0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 PM0493'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 PM0493'RECOVERED IN GOOD CONDITION AS DESCRIBED.  BROWN COUNTY ENGINEER HAD
 PM0493'WROTE A LETTER EARLIER THAT ONE OF THE REFERENCE MARKS WAS IN
 PM0493'DANGER OF BEING DESTROYED.  MR. LES VAN HORN WAS CONTACTED AND THE
 PM0493'MARK IS NOT IN ANY DANGER NOW.  THE STATION WAS NOT OCCUPIED AT
 PM0493'THIS TIME AS TIME DID NOT ALLOW.
 PM0493'
 PM0493'THE DESCRIPTION AND TOO REACH ARE ADEQUATE TO RECOVER THE STATION.
 PM0493'
 PM0493'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES EAST
 PM0493'OF BELLEVUE.
 PM0493
 PM0493                          STATION RECOVERY (2002)
 PM0493
 PM0493'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0493'STATION AND RM 2 FOUND IN GOOD CONDITION.  STATION IS AT THE SOUTH END
 PM0493'OF BUYARSKI RD., 19 FT. NORTH OF BARBED WIRE FENCE LINE WITH GATE
 PM0493'ACROSS ROAD, 1 FOOT EAST OF IRON FENCE POST WITH SURVEY MARKER SIGN
 PM0493'ATTACHED. REFERENCE MARK NO. 2 IS DIRECTLY EAST OF STATION 23 FEET
 PM0493'EAST OF THE CENTER OF BUYARSKI ROAD AND 19 FEET NORTH OF FENCE LINE.
 PM0493
 PM0493                          STATION RECOVERY (2004)
 PM0493
 PM0493'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0493'RECOVERED IN GOOD CONDITION.
 PM0493
 PM0493                          STATION RECOVERY (2006)
 PM0493
 PM0493'RECOVERY NOTE BY GEOCACHING 2006 (RON)
 PM0493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB8496 ***********************************************************************
 AB8496  DESIGNATION -  LILY LAKE
 AB8496  PID         -  AB8496
 AB8496  STATE/COUNTY-  WI/BURNETT
 AB8496  USGS QUAD   -  WEBSTER (1982)
 AB8496
 AB8496                         *CURRENT SURVEY CONTROL
 AB8496  ___________________________________________________________________
 AB8496* NAD 83(1997)-  45 54 06.09959(N)    092 17 04.12005(W)     ADJUSTED  
 AB8496* NAVD 88     -       303.3    (meters)     995.     (feet)  GPS OBS   
 AB8496  ___________________________________________________________________
 AB8496  X           -    -177,237.025 (meters)                     COMP
 AB8496  Y           -  -4,442,832.270 (meters)                     COMP
 AB8496  Z           -   4,557,849.124 (meters)                     COMP
 AB8496  LAPLACE CORR-          -5.23  (seconds)                    DEFLEC99
 AB8496  ELLIP HEIGHT-         276.62  (meters)          (01/30/03) GPS OBS
 AB8496  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AB8496
 AB8496  HORZ ORDER  -  FIRST
 AB8496  ELLP ORDER  -  FOURTH    CLASS I
 AB8496
 AB8496.The horizontal coordinates were established by GPS observations
 AB8496.and adjusted by the National Geodetic Survey in January 2003..
 AB8496
 AB8496.The orthometric height was determined by GPS observations and a
 AB8496.high-resolution geoid model.
 AB8496
 AB8496.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8496
 AB8496.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8496
 AB8496.The ellipsoidal height was determined by GPS observations
 AB8496.and is referenced to NAD 83.
 AB8496
 AB8496.The geoid height was determined by GEOID03.
 AB8496
 AB8496;                    North         East     Units Scale Factor Converg.
 AB8496;SPC WI N     -    84,242.796   422,755.909   MT  0.99995608   -1 38 52.6
 AB8496;SPC WI N     -   276,386.57  1,386,991.68   sFT  0.99995608   -1 38 52.6
 AB8496;UTM  15      - 5,083,374.042   555,502.534   MT  0.99963787   +0 30 49.9
 AB8496
 AB8496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8496!SPC WI N     -   0.99995664  x   0.99995608  =   0.99991272
 AB8496!UTM  15      -   0.99995664  x   0.99963787  =   0.99959452
 AB8496
 AB8496                          SUPERSEDED SURVEY CONTROL
 AB8496
 AB8496  NAD 83(1991)-  45 54 06.09920(N)    092 17 04.11839(W) AD(       ) 1
 AB8496  ELLIP H (12/09/96)  276.66   (m)                       GP(       ) 4 1
 AB8496
 AB8496.Superseded values are not recommended for survey control.
 AB8496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8496.See file dsdata.txt to determine how the superseded data were derived.
 AB8496
 AB8496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL5550383374(NAD 83)
 AB8496_MARKER: DD = SURVEY DISK
 AB8496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8496_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8496+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB8496
 AB8496  HISTORY     - Date     Condition        Report By
 AB8496  HISTORY     - 1993     MONUMENTED       WI-013
 AB8496
 AB8496                          STATION DESCRIPTION
 AB8496
 AB8496'DESCRIBED BY BURNETT COUNTY WISCONSIN 1993
 AB8496'THE STATION IS LOCATED 13.4 KM (8.30 MI) NORTHWEST OF HERTEL POST
 AB8496'OFFICE (AT THE INTERSECTION OF STATE TRUNK HIGHWAY 70 AND COUNTY ROAD
 AB8496'X) , 6.6 KM (4.10 MI) NORTHEAST OF THE VILLAGE OF WEBSTER IN THE
 AB8496'NORTHEAST QUARTER OF THE NORTHEAST QUARTER, SECTION 1, T39N, R16W,
 AB8496'TOWN OF MEENON.  TO REACH THE STATION FROM THE VILLAGE OF WEBSTER
 AB8496'(WHERE STATE TRUNK HIGHWAY 35 AND COUNTY ROAD FF MEET) GO NORTH ALONG
 AB8496'STATE HIGHWAY 35 2.0 KM (1.25 MI) TO COUNTY ROAD A, GO EASTERLY ALONG
 AB8496'COUNTY ROAD A 6.3 KM (3.90 MI) TO STATION LOCATED 136 FEET (41.5 M)
 AB8496'SOUTH OF COUNTY ROAD A, 369 FEET (112.5 M) WEST OF LILY LAKE ROAD,
 AB8496'STATION IS ON TOP OF A HILL IN A OLD FARM FIELD.  FIBERGLASS WITNESS
 AB8496'POST SET ALONG SOUTH SIDE OF STATION.  THE STATION MARKER IS SET IN A
 AB8496'30 CM ROUND CONCRETE MONUMENT 3 CM BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9887 ***********************************************************************
 DF9887  DESIGNATION -  LIMA C GPS
 DF9887  PID         -  DF9887
 DF9887  STATE/COUNTY-  WI/ROCK
 DF9887  USGS QUAD   -  LIMA CENTER (1976)
 DF9887
 DF9887                         *CURRENT SURVEY CONTROL
 DF9887  ___________________________________________________________________
 DF9887* NAD 83(1997)-  42 46 13.21547(N)    088 49 24.10694(W)     ADJUSTED  
 DF9887* NAVD 88     -       289.088  (meters)     948.45   (feet)  ADJUSTED  
 DF9887  ___________________________________________________________________
 DF9887  X           -      96,297.756 (meters)                     COMP
 DF9887  Y           -  -4,688,514.417 (meters)                     COMP
 DF9887  Z           -   4,308,980.988 (meters)                     COMP
 DF9887  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 DF9887  ELLIP HEIGHT-         255.21  (meters)          (04/02/04) GPS OBS
 DF9887  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 DF9887  DYNAMIC HT  -         289.008 (meters)     948.19  (feet)  COMP
 DF9887  MODELED GRAV-     980,336.9   (mgal)                       NAVD 88
 DF9887
 DF9887  HORZ ORDER  -  FIRST
 DF9887  VERT ORDER  -  SECOND    CLASS I
 DF9887  ELLP ORDER  -  FOURTH    CLASS I
 DF9887
 DF9887.The horizontal coordinates were established by GPS observations
 DF9887.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DF9887
 DF9887.The orthometric height was determined by differential leveling
 DF9887.and adjusted by the National Geodetic Survey in February 2004..
 DF9887
 DF9887.Photographs are available for this station.
 DF9887
 DF9887.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9887
 DF9887.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9887
 DF9887.The ellipsoidal height was determined by GPS observations
 DF9887.and is referenced to NAD 83.
 DF9887
 DF9887.The geoid height was determined by GEOID03.
 DF9887
 DF9887.The dynamic height is computed by dividing the NAVD 88
 DF9887.geopotential number by the normal gravity value computed on the
 DF9887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9887.degrees latitude (g = 980.6199 gals.).
 DF9887
 DF9887.The modeled gravity was interpolated from observed gravity values.
 DF9887
 DF9887;                    North         East     Units Scale Factor Converg.
 DF9887;SPC WI S     -    86,257.299   696,296.784   MT  0.99999274   +0 48 30.5
 DF9887;SPC WI S     -   282,995.82  2,284,433.70   sFT  0.99999274   +0 48 30.5
 DF9887;UTM  16      - 4,736,923.817   350,826.361   MT  0.99987377   -1 14 18.3
 DF9887
 DF9887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9887!SPC WI S     -   0.99995998  x   0.99999274  =   0.99995272
 DF9887!UTM  16      -   0.99995998  x   0.99987377  =   0.99983375
 DF9887
 DF9887                          SUPERSEDED SURVEY CONTROL
 DF9887
 DF9887  NAVD 88 (04/02/04)  289.09   (m)          948.5    (f) LEVELING    3  
 DF9887
 DF9887.Superseded values are not recommended for survey control.
 DF9887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9887.See file dsdata.txt to determine how the superseded data were derived.
 DF9887
 DF9887_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5082636924(NAD 83)
 DF9887_MARKER: DD = SURVEY DISK
 DF9887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9887_STAMPING: LIMA C GPS 2002
 DF9887_MARK LOGO: WIDT  
 DF9887_PROJECTION: FLUSH
 DF9887_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9887_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9887+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9887
 DF9887  HISTORY     - Date     Condition        Report By
 DF9887  HISTORY     - 2001     MONUMENTED       WIDT
 DF9887
 DF9887                          STATION DESCRIPTION
 DF9887
 DF9887'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9887'THE STATION IS LOCATED ABOUT 26 KM NORTHWEST OF ELKHORN, 19 KM
 DF9887'NORTHEAST OF JANESVILLE, AND 11 KM SOUTHWEST OF WHITEWATER.
 DF9887'OWNERSHIP--TOWN OF LIMA. TO REACH THE STATION FROM THE JUNCTION OF
 DF9887'STATE HIGHWAY 26 WITH STATE HIGHWAY 59 IN THE CITY OF MILTON, GO EAST
 DF9887'ON STATE HIGHWAY 59 FOR 8.2 KM TO EAST BERG ROAD ON THE RIGHT, TURN
 DF9887'RIGHT AND GO EAST ON EAST BERG ROAD FOR 1.1 KM TO THE STATION ON THE
 DF9887'LEFT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9887'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF9887'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.1 M AND ABOUT LEVEL WITH
 DF9887'THE ROAD PAVEMENT. THE STATION IS 7.0 M NORTH OF THE CENTERLINE OF
 DF9887'EAST BERG ROAD, 21.3 KM NORTHEAST OF TELEPHONE POLE --00-21629--,
 DF9887'14.0 M EAST OF A WOOD POST FOR A --STOP AHEAD-- SIGN, AND 1.0 M SOUTH
 DF9887'OF A BARBED WIRE FENCE. ---NOTE---THE STATION IS NORTH, SOUTHEAST AND
 DF9887'SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST. ---NOTE2--- THIS
 DF9887'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES
 DF9887'ABOVE THE HORIZON EXCEPT FOR TELEPHONE POLES TO THE SOUTH EXTENDING
 DF9887'TO 40 DEGREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF6053 ***********************************************************************
 DF6053  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6053  DESIGNATION -  LIMA E GPS
 DF6053  PID         -  DF6053
 DF6053  STATE/COUNTY-  WI/SHEBOYGAN
 DF6053  USGS QUAD   -  SHEBOYGAN FALLS (1994)
 DF6053
 DF6053                         *CURRENT SURVEY CONTROL
 DF6053  ___________________________________________________________________
 DF6053* NAD 83(1997)-  43 41 58.62795(N)    087 48 10.32286(W)     ADJUSTED  
 DF6053* NAVD 88     -       217.22   (meters)     712.7    (feet)  GPS OBS   
 DF6053  ___________________________________________________________________
 DF6053  X           -     177,071.903 (meters)                     COMP
 DF6053  Y           -  -4,615,333.415 (meters)                     COMP
 DF6053  Z           -   4,384,148.354 (meters)                     COMP
 DF6053  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 DF6053  ELLIP HEIGHT-         181.61  (meters)          (06/11/03) GPS OBS
 DF6053  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 DF6053
 DF6053  HORZ ORDER  -  FIRST
 DF6053  ELLP ORDER  -  THIRD     CLASS I
 DF6053
 DF6053.The horizontal coordinates were established by GPS observations
 DF6053.and adjusted by the National Geodetic Survey in June 2003..
 DF6053
 DF6053.The orthometric height was determined by GPS observations and a
 DF6053.high-resolution geoid model using precise GPS observation and
 DF6053.processing techniques.
 DF6053
 DF6053.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6053
 DF6053.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6053
 DF6053.The ellipsoidal height was determined by GPS observations
 DF6053.and is referenced to NAD 83.
 DF6053
 DF6053.The geoid height was determined by GEOID03.
 DF6053
 DF6053;                    North         East     Units Scale Factor Converg.
 DF6053;SPC WI S     -   191,146.170   777,080.232   MT  0.99994608   +1 30 34.8
 DF6053;SPC WI S     -   627,118.73  2,549,470.73   sFT  0.99994608   +1 30 34.8
 DF6053;UTM  16      - 4,838,824.210   435,306.854   MT  0.99965148   -0 33 16.9
 DF6053
 DF6053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6053!SPC WI S     -   0.99997152  x   0.99994608  =   0.99991760
 DF6053!UTM  16      -   0.99997152  x   0.99965148  =   0.99962301
 DF6053
 DF6053                          SUPERSEDED SURVEY CONTROL
 DF6053
 DF6053.No superseded survey control is available for this station.
 DF6053
 DF6053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3530738824(NAD 83)
 DF6053_MARKER: DD = SURVEY DISK
 DF6053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6053_STAMPING: LIMA E GPS 2001
 DF6053_MARK LOGO: WIDT  
 DF6053_PROJECTION: FLUSH
 DF6053_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6053+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2003
 DF6053
 DF6053  HISTORY     - Date     Condition        Report By
 DF6053  HISTORY     - 2000     MONUMENTED       WIDT
 DF6053  HISTORY     - 20031206 GOOD             USPSQD
 DF6053
 DF6053                          STATION DESCRIPTION
 DF6053
 DF6053'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DF6053'THE STATION IS LOCATED ABOUT 14 KM SOUTHEAST OF PLYMOUTH AND 9 KM
 DF6053'SOUTHWEST OF
 DF6053'SHEBOYGAN.  OWNERSHIP--TOWN OF LIMA.  TO REACH THE STATION FROM THE
 DF6053'JUNCTION OF STATE
 DF6053'HIGHWAY 28 WITH STATE HIGHWAY 32 IN THE CITY OF SHEBOYGAN FALLS, GO
 DF6053'SOUTH ON STATE
 DF6053'HIGHWAY 32 FOR 2.4 KM TO OUR TOWN ROAD ON THE LEFT, TURN LEFT AND GO
 DF6053'EAST ON OUR TOWN
 DF6053'ROAD FOR 0.8 KM TO HIDDEN VALLEY ROAD ON THE LEFT, CONTINUE EAST ON
 DF6053'OUR TOWN ROAD FOR
 DF6053'0.7 KM TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DF6053'DEPARTMENT OF
 DF6053'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF6053'A 41-CM DIAMETER
 DF6053'CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE ROAD
 DF6053'PAVEMENT.  THE
 DF6053'STATION IS 8.0 M NORTH OF THE CENTERLINE OF OUR TOWN ROAD, 31.8 M
 DF6053'NORTHWEST OF A POWER
 DF6053'POLE --2145--, 13.2 M NORTH OF THE CENTERLINE OF THE WESTERNMOST
 DF6053'ENTRANCE OF PRIVATE
 DF6053'RESIDENCE --W2145--, 6 M EAST OF THE CENTERLINE OF A FIELD ENTRANCE, 4
 DF6053'M SOUTH OF A
 DF6053'CULTIVATED FIELD, 0.6 M SOUTH OF A WHITE PLASTIC WITNESS POST, 1.0 M
 DF6053'EAST, 1.0 M WEST, AND 1.0
 DF6053'M NORTH OF THREE 4X4 ORANGE PLASTIC WITNESS POSTS.  ---NOTE---THIS
 DF6053'STATION HAS NO VISIBLE
 DF6053'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF6053' 
 DF6053' 
 DF6053' 
 DF6053' 
 DF6053' 
 DF6053' 
 DF6053'
 DF6053
 DF6053                          STATION RECOVERY (2003)
 DF6053
 DF6053'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5300 ***********************************************************************
 DH5300  DESIGNATION -  LIMA E GPS
 DH5300  PID         -  DH5300
 DH5300  STATE/COUNTY-  WI/GRANT
 DH5300  USGS QUAD   -  REWEY (1978)
 DH5300
 DH5300                         *CURRENT SURVEY CONTROL
 DH5300  ___________________________________________________________________
 DH5300* NAD 83(1997)-  42 48 20.92502(N)    090 27 40.74859(W)     ADJUSTED  
 DH5300* NAVD 88     -                                                        
 DH5300  ___________________________________________________________________
 DH5300  X           -     -37,735.919 (meters)                     COMP
 DH5300  Y           -  -4,686,696.041 (meters)                     COMP
 DH5300  Z           -   4,311,893.372 (meters)                     COMP
 DH5300  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 DH5300  ELLIP HEIGHT-         284.92  (meters)          (08/01/05) GPS OBS
 DH5300  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 DH5300
 DH5300  HORZ ORDER  -  FIRST
 DH5300  ELLP ORDER  -  SECOND    CLASS I
 DH5300
 DH5300.The horizontal coordinates were established by GPS observations
 DH5300.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5300
 DH5300
 DH5300.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5300
 DH5300.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5300
 DH5300.The ellipsoidal height was determined by GPS observations
 DH5300.and is referenced to NAD 83.
 DH5300
 DH5300.The geoid height was determined by GEOID03.
 DH5300
 DH5300;                    North         East     Units Scale Factor Converg.
 DH5300;SPC WI S     -    89,623.080   562,266.070   MT  0.99998618   -0 19 01.1
 DH5300;SPC WI S     -   294,038.39  1,844,701.26   sFT  0.99998618   -0 19 01.1
 DH5300;UTM  15      - 4,742,376.964   707,579.444   MT  1.00013014   +1 43 32.5
 DH5300
 DH5300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5300!SPC WI S     -   0.99995532  x   0.99998618  =   0.99994150
 DH5300!UTM  15      -   0.99995532  x   1.00013014  =   1.00008545
 DH5300
 DH5300                          SUPERSEDED SURVEY CONTROL
 DH5300
 DH5300.No superseded survey control is available for this station.
 DH5300
 DH5300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH0757942377(NAD 83)
 DH5300_MARKER: DD = SURVEY DISK
 DH5300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5300_STAMPING: LIMA E GPS 2004
 DH5300_MARK LOGO: WIDT  
 DH5300_PROJECTION: FLUSH
 DH5300_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5300+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5300
 DH5300  HISTORY     - Date     Condition        Report By
 DH5300  HISTORY     - 2003     MONUMENTED       WIDT
 DH5300
 DH5300                          STATION DESCRIPTION
 DH5300
 DH5300'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5300'OWNERSHIP--TOWN OF LIMA.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5300'STATE HIGHWAY 80  WITH COUNTY HIGHWAY A ABOUT 7 MI NORTH OF THE CITY
 DH5300'OF PLATTEVILLE, GO SOUTHEAST ON  STATE HIGHWAY 80 FOR 0.1 MI TO
 DH5300'MOCKING BIRD ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH  ON MOCKING
 DH5300'BIRD ROAD FOR 2.3 MI TO BADLAND ROAD ON THE RIGHT, TURN RIGHT AND GO
 DH5300'WEST  ON BADLAND ROAD FOR 0.85 MI TO THE STATION ON THE RIGHT.  THE
 DH5300'STATION IS A BRONZE  WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH5300'SURVEY CONTROL STATION DISK SET IN  THE TOP OF A 41-CM DIAMETER
 DH5300'CONCRETE POST ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE  STATION IS 7.3
 DH5300'M NORTH OF THE CENTERLINE OF BADLAND ROAD, 26 M EAST OF THE CENTERLINE
 DH5300'OF  A FIELD ENTRANCE, 19.3 SOUTHWEST OF A WOOD POST FOR A --CURVE--
 DH5300'SIGN, 1.0 M EAST OF AN  ORANGE 4X4 PLASTIC WITNESS POST, AND 1.0 M
 DH5300'WEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.   ---NOTE---THIS STATION
 DH5300'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES  ABOVE
 DH5300'THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4906 ***********************************************************************
 DG4906  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4906  DESIGNATION -  LIMA N GPS
 DG4906  PID         -  DG4906
 DG4906  STATE/COUNTY-  WI/ROCK
 DG4906  USGS QUAD   -  LIMA CENTER (1976)
 DG4906
 DG4906                         *CURRENT SURVEY CONTROL
 DG4906  ___________________________________________________________________
 DG4906* NAD 83(1997)-  42 49 43.75986(N)    088 49 50.80584(W)     ADJUSTED  
 DG4906* NAVD 88     -       266.49   (meters)     874.3    (feet)  GPS OBS   
 DG4906  ___________________________________________________________________
 DG4906  X           -      95,600.456 (meters)                     COMP
 DG4906  Y           -  -4,684,096.665 (meters)                     COMP
 DG4906  Z           -   4,313,732.815 (meters)                     COMP
 DG4906  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 DG4906  ELLIP HEIGHT-         232.52  (meters)          (04/02/04) GPS OBS
 DG4906  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 DG4906
 DG4906  HORZ ORDER  -  FIRST
 DG4906  ELLP ORDER  -  FOURTH    CLASS I
 DG4906
 DG4906.The horizontal coordinates were established by GPS observations
 DG4906.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4906
 DG4906.The orthometric height was determined by GPS observations and a
 DG4906.high-resolution geoid model using precise GPS observation and
 DG4906.processing techniques.
 DG4906
 DG4906.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4906
 DG4906.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4906
 DG4906.The ellipsoidal height was determined by GPS observations
 DG4906.and is referenced to NAD 83.
 DG4906
 DG4906.The geoid height was determined by GEOID03.
 DG4906
 DG4906;                    North         East     Units Scale Factor Converg.
 DG4906;SPC WI S     -    92,745.021   695,598.770   MT  0.99998212   +0 48 12.2
 DG4906;SPC WI S     -   304,280.96  2,282,143.63   sFT  0.99998212   +0 48 12.2
 DG4906;UTM  16      - 4,743,431.603   350,360.642   MT  0.99987548   -1 14 41.3
 DG4906
 DG4906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4906!SPC WI S     -   0.99996354  x   0.99998212  =   0.99994566
 DG4906!UTM  16      -   0.99996354  x   0.99987548  =   0.99983902
 DG4906
 DG4906                          SUPERSEDED SURVEY CONTROL
 DG4906
 DG4906.No superseded survey control is available for this station.
 DG4906
 DG4906_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5036143432(NAD 83)
 DG4906_MARKER: DD = SURVEY DISK
 DG4906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4906_STAMPING: LIMA N GPS 2002
 DG4906_MARK LOGO: WIDT  
 DG4906_PROJECTION: FLUSH
 DG4906_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4906_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4906+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4906
 DG4906  HISTORY     - Date     Condition        Report By
 DG4906  HISTORY     - 2001     MONUMENTED       WIDT
 DG4906
 DG4906                          STATION DESCRIPTION
 DG4906
 DG4906'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4906'THE STATION IS LOCATED ABOUT 22 KM NORTHEAST OF JANESVILLE, 11 KM
 DG4906'SOUTH OF FORT ATKINSON, AND 8 KM WEST OF WHITEWATER.  OWNERSHIP--ROCK
 DG4906'COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 (MAIN
 DG4906'STREET) WITH STATE HIGHWAY 59 WEST AND STATE HIGHWAY 89 SOUTH IN THE
 DG4906'CITY OF WHITEWATER, GO SOUTH ON STATE HIGHWAY 59 WEST AND STATE
 DG4906'HIGHWAY 89 SOUTH FOR 0.8 KM TO COUNTY HIGHWAY S (WEST WALWORTH
 DG4906'AVENUE), TURN RIGHT AND GO WEST ON COUNTY HIGHWAY S (WEST WALWORTH
 DG4906'AVENUE) FOR 5.4 KM TO NORTH SLOCUM ROAD ON THE RIGHT, CONTINUE WEST ON
 DG4906'COUNTY HIGHWAY N FOR 1.8 KM TO THE STATION ON THE RIGHT.
 DG4906'---NOTE---COUNTY HIGHWAY S IN WALWORTH COUNTY BECOMES COUNTY HIGHWAY N
 DG4906'IN ROCK COUNTY.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DG4906'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DG4906'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.1 M AND ABOUT LEVEL
 DG4906'WITH THE HIGHWAY PAVEMENT.  THE STATION IS 14.6 M NORTH OF THE
 DG4906'CENTERLINE OF COUNTY HIGHWAY N, 0.5 KM EAST OF THE CENTERLINE OF NORTH
 DG4906'HOBBS ROAD, 35.8 NORTH NORTHWEST OF TELEPHONE POLE --68-25988 35-5--,
 DG4906'14 M EAST OF THE CENTERLINE OF A FIELD ENTRANCE, AND 2 M SOUTH OF A
 DG4906'CULTIVATED FIELD.  ---NOTE1---THE STATION IS NORTHWEST, NORTHEAST
 DG4906'ANDSOUTH OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE2---THIS
 DG4906'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES
 DG4906'ABOVE THE HORIZON.
 DG4906' 
 DG4906'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5269 ***********************************************************************
 DH5269  DESIGNATION -  LIMA N GPS
 DH5269  PID         -  DH5269
 DH5269  STATE/COUNTY-  WI/GRANT
 DH5269  USGS QUAD   -  REWEY (1978)
 DH5269
 DH5269                         *CURRENT SURVEY CONTROL
 DH5269  ___________________________________________________________________
 DH5269* NAD 83(1997)-  42 51 16.77449(N)    090 28 36.11193(W)     ADJUSTED  
 DH5269* NAVD 88     -                                                        
 DH5269  ___________________________________________________________________
 DH5269  X           -     -38,963.240 (meters)                     COMP
 DH5269  Y           -  -4,683,004.453 (meters)                     COMP
 DH5269  Z           -   4,315,880.314 (meters)                     COMP
 DH5269  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 DH5269  ELLIP HEIGHT-         295.51  (meters)          (08/01/05) GPS OBS
 DH5269  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 DH5269
 DH5269  HORZ ORDER  -  FIRST
 DH5269  ELLP ORDER  -  SECOND    CLASS I
 DH5269
 DH5269.The horizontal coordinates were established by GPS observations
 DH5269.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5269
 DH5269
 DH5269.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5269
 DH5269.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5269
 DH5269.The ellipsoidal height was determined by GPS observations
 DH5269.and is referenced to NAD 83.
 DH5269
 DH5269.The geoid height was determined by GEOID03.
 DH5269
 DH5269;                    North         East     Units Scale Factor Converg.
 DH5269;SPC WI S     -    95,056.362   561,039.192   MT  0.99997775   -0 19 39.1
 DH5269;SPC WI S     -   311,864.08  1,840,676.08   sFT  0.99997775   -0 19 39.1
 DH5269;UTM  15      - 4,747,763.821   706,159.398   MT  1.00012290   +1 43 00.5
 DH5269
 DH5269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5269!SPC WI S     -   0.99995366  x   0.99997775  =   0.99993141
 DH5269!UTM  15      -   0.99995366  x   1.00012290  =   1.00007655
 DH5269
 DH5269                          SUPERSEDED SURVEY CONTROL
 DH5269
 DH5269.No superseded survey control is available for this station.
 DH5269
 DH5269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH0615947764(NAD 83)
 DH5269_MARKER: DD = SURVEY DISK
 DH5269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5269_STAMPING: LIMA N GPS 2004
 DH5269_MARK LOGO: WIDT  
 DH5269_PROJECTION: FLUSH
 DH5269_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5269+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5269
 DH5269  HISTORY     - Date     Condition        Report By
 DH5269  HISTORY     - 2003     MONUMENTED       WIDT
 DH5269
 DH5269                          STATION DESCRIPTION
 DH5269
 DH5269'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5269'OWNERSHIP--TOWN OF LIMA.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5269'STATE HIGHWAY 80  WITH COUNTY HIGHWAY A FOR ABOUT 7 MI NORTH OF THE
 DH5269'CITY OF PLATTEVILLE, GO WEST ON  COUNTY HIGHWAY A 1.5 MI TO GREENWOOD
 DH5269'ROAD, TURN RIGHT AND GO NORTH ON  GREENWOOD ROAD FOR 0.9 MI TO THE
 DH5269'STATION ON THE RIGHT.  THE STATION IS A BRONZE  WISCONSIN DEPARTMENT
 DH5269'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN  THE TOP
 DH5269'OF A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD PAVEMENT.
 DH5269'THE  STATION IS 8.0 M WEST OF THE CENTERLINE OF GREENWOOD ROAD, 179 M
 DH5269'NORTH OF A METAL POST  FOR A --STOP AHEAD-- SIGN, 1.4 M WEST OF A
 DH5269'BARBED WIRE FENCE, 1.0 M NORTH OF AN ORANGE 4X4  PLASTIC WITNESS POST,
 DH5269'AND 1.0 M SOUTH OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DH5269'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH5269'THAN 15 DEGREES  ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF6112 ***********************************************************************
 DF6112  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6112  DESIGNATION -  LIMA S GPS
 DF6112  PID         -  DF6112
 DF6112  STATE/COUNTY-  WI/SHEBOYGAN
 DF6112  USGS QUAD   -  SHEBOYGAN FALLS (1994)
 DF6112
 DF6112                         *CURRENT SURVEY CONTROL
 DF6112  ___________________________________________________________________
 DF6112* NAD 83(1997)-  43 38 14.70812(N)    087 49 10.09259(W)     ADJUSTED  
 DF6112* NAVD 88     -       221.81   (meters)     727.7    (feet)  GPS OBS   
 DF6112  ___________________________________________________________________
 DF6112  X           -     175,916.195 (meters)                     COMP
 DF6112  Y           -  -4,620,156.397 (meters)                     COMP
 DF6112  Z           -   4,379,152.570 (meters)                     COMP
 DF6112  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 DF6112  ELLIP HEIGHT-         186.31  (meters)          (06/11/03) GPS OBS
 DF6112  GEOID HEIGHT-         -35.51  (meters)                     GEOID03
 DF6112
 DF6112  HORZ ORDER  -  FIRST
 DF6112  ELLP ORDER  -  THIRD     CLASS I
 DF6112
 DF6112.The horizontal coordinates were established by GPS observations
 DF6112.and adjusted by the National Geodetic Survey in June 2003..
 DF6112
 DF6112.The orthometric height was determined by GPS observations and a
 DF6112.high-resolution geoid model using precise GPS observation and
 DF6112.processing techniques.
 DF6112
 DF6112.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6112
 DF6112.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6112
 DF6112.The ellipsoidal height was determined by GPS observations
 DF6112.and is referenced to NAD 83.
 DF6112
 DF6112.The geoid height was determined by GEOID03.
 DF6112
 DF6112;                    North         East     Units Scale Factor Converg.
 DF6112;SPC WI S     -   184,203.025   775,923.108   MT  0.99994102   +1 29 53.7
 DF6112;SPC WI S     -   604,339.42  2,545,674.40   sFT  0.99994102   +1 29 53.7
 DF6112;UTM  16      - 4,831,929.253   433,900.817   MT  0.99965374   -0 33 55.9
 DF6112
 DF6112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6112!SPC WI S     -   0.99997079  x   0.99994102  =   0.99991181
 DF6112!UTM  16      -   0.99997079  x   0.99965374  =   0.99962454
 DF6112
 DF6112                          SUPERSEDED SURVEY CONTROL
 DF6112
 DF6112.No superseded survey control is available for this station.
 DF6112
 DF6112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3390131929(NAD 83)
 DF6112_MARKER: DD = SURVEY DISK
 DF6112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6112_STAMPING: LIMA S GPS 2001
 DF6112_MARK LOGO: WIDT  
 DF6112_PROJECTION: FLUSH
 DF6112_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6112+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2003
 DF6112
 DF6112  HISTORY     - Date     Condition        Report By
 DF6112  HISTORY     - 2000     MONUMENTED       WIDT
 DF6112  HISTORY     - 20031204 GOOD             USPSQD
 DF6112
 DF6112                          STATION DESCRIPTION
 DF6112
 DF6112'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DF6112'THE STATION IS LOCATED ABOUT 15 KM SOUTH-SOUTHWEST OF SHEBOYGAN AND 3
 DF6112'KM NORTHWEST
 DF6112'OF OOSTBURG.  OWNERSHIP--TOWN OF LIMA.  TO REACH THE STATION FROM THE
 DF6112'JUNCTION OF
 DF6112'INTERSTATE 43 WITH STATE HIGHWAY 28 ABOUT 5 KM SOUTHWEST OF THE CITY
 DF6112'OF SHEBOYGAN, GO
 DF6112'SOUTH ON INTERSTATE 43 FOR 4.7 KM TO COUNTY HIGHWAY V ON THE RIGHT AND
 DF6112'COUNTY HIGHWAY
 DF6112'OK ON THE LEFT, TURN RIGHT AND GO WEST ON COUNTY HIGHWAY V FOR 3.2 KM
 DF6112'TO COUNTY
 DF6112'HIGHWAY A, TURN LEFT AND GO SOUTH ON COUNTY HIGHWAY A FOR 3.2 KM TO
 DF6112'WILSON LIMA ROAD,
 DF6112'TURN RIGHT AND GO WEST ON WILSON LIMA ROAD FOR 1.6 KM TO CENTURY LANE
 DF6112'ROAD, TURN LEFT
 DF6112'AND GO SOUTH ON CENTURY LANE ROAD FOR 0.8 KM TO THE STATION ON THE
 DF6112'RIGHT.  THE STATION
 DF6112'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DF6112'CONTROL STATION
 DF6112'DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH
 DF6112'OF 2.4 M AND ABOUT
 DF6112'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 6.1 M WEST OF THE
 DF6112'CENTERLINE OF CENTURY
 DF6112'LANE ROAD, 31.8 M SOUTH OF A METAL POST FOR A --CAUTION TELEPHONE
 DF6112'CABLE UNDERGROUND--
 DF6112'SIGN, 22.2 M NORTHWEST OF A POWER POLE --WG E 43-2046--, 7 M SOUTH OF
 DF6112'A FIELD ENTRANCE, 2 M
 DF6112'EAST OF A CULTIVATED FIELD, 1.0 M NORTH, 1.0 M SOUTH, AND 1.0 M EAST
 DF6112'OF THREE 4X4 ORANGE
 DF6112'PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE
 DF6112'OBSTRUCTIONS EXTENDING
 DF6112'HIGHER THAN 10 DEGREES ABOVE THE HORIZON.
 DF6112'
 DF6112
 DF6112                          STATION RECOVERY (2003)
 DF6112
 DF6112'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1182 ***********************************************************************
 OM1182  DESIGNATION -  LIME
 OM1182  PID         -  OM1182
 OM1182  STATE/COUNTY-  WI/MARQUETTE
 OM1182  USGS QUAD   -  WESTFIELD WEST (1981)
 OM1182
 OM1182                         *CURRENT SURVEY CONTROL
 OM1182  ___________________________________________________________________
 OM1182* NAD 83(1991)-  43 57 22.59904(N)    089 35 19.81399(W)     ADJUSTED  
 OM1182* NAVD 88     -       399.1    (meters)    1309.     (feet)  VERTCON   
 OM1182  ___________________________________________________________________
 OM1182  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 OM1182  GEOID HEIGHT-         -35.79  (meters)                     GEOID03
 OM1182
 OM1182  HORZ ORDER  -  FIRST
 OM1182
 OM1182.The horizontal coordinates were established by classical geodetic methods
 OM1182.and adjusted by the National Geodetic Survey in November 1991..
 OM1182
 OM1182.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM1182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM1182
 OM1182.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1182
 OM1182.The geoid height was determined by GEOID03.
 OM1182
 OM1182;                    North         East     Units Scale Factor Converg.
 OM1182;SPC WI S     -   217,410.442   633,001.197   MT  0.99997945   +0 16 57.0
 OM1182;SPC WI S     -   713,287.43  2,076,771.43   sFT  0.99997945   +0 16 57.0
 OM1182;UTM  16      - 4,870,275.025   292,287.237   MT  1.00013068   -1 47 51.3
 OM1182
 OM1182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1182!SPC WI S     -   0.99994304  x   0.99997945  =   0.99992249
 OM1182!UTM  16      -   0.99994304  x   1.00013068  =   1.00007371
 OM1182
 OM1182:                Primary Azimuth Mark                     Grid Az
 OM1182:SPC WI S     -  STANCE                                   017 33 36.7
 OM1182:UTM  16      -  STANCE                                   019 38 25.0
 OM1182
 OM1182|---------------------------------------------------------------------|
 OM1182| PID    Reference Object                     Distance      Geod. Az  |
 OM1182|                                                           dddmmss.s |
 OM1182| PN1101 STANCE                              APPROX.18.5 KM 0175033.7 |
 OM1182| PN1102 COLOMA MUN TANK                     APPROX.10.0 KM 0302817.7 |
 OM1182| CI9175 LIME RM 1                            26.412 METERS 14412     |
 OM1182| CI9176 LIME RM 2                            19.073 METERS 21222     |
 OM1182|---------------------------------------------------------------------|
 OM1182
 OM1182                          SUPERSEDED SURVEY CONTROL
 OM1182
 OM1182  NAD 83(1986)-  43 57 22.59617(N)    089 35 19.82119(W) AD(       ) 1
 OM1182  NAD 27      -  43 57 22.69103(N)    089 35 19.37216(W) AD(       ) 1
 OM1182  NGVD 29 (07/19/86)  399.1    (m)         1309.     (f) VERT ANG       
 OM1182
 OM1182.Superseded values are not recommended for survey control.
 OM1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1182.See file dsdata.txt to determine how the superseded data were derived.
 OM1182
 OM1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP9228770275(NAD 83)
 OM1182_MARKER: DH = HORIZONTAL CONTROL DISK
 OM1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1182_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OM1182_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM1182
 OM1182  HISTORY     - Date     Condition        Report By
 OM1182  HISTORY     - 1981     MONUMENTED       NGS
 OM1182
 OM1182                          STATION DESCRIPTION
 OM1182
 OM1182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 OM1182'THE STATION IS LOCATED ABOUT 17.7 KM (11 MI) EAST OF ADAMS, 11.3
 OM1182'KM (7 MI) NORTHWEST OF WESTFIELD, AND 10.5 KM
 OM1182'(6-1/2 MI) SOUTH-SOUTHEAST OF COLOMA.
 OM1182'OWNERSHIP--MRS. VIOLA GOLDSMITH, ROUTE 2, WESTFIELD, WI 53694.
 OM1182'PHONE NUMBER (608) 296 2512.
 OM1182'
 OM1182'TO REACH THE STATION FROM POST OFFICE IN ADAMS, GO SOUTH ON STATE
 OM1182'HIGHWAY 13 FOR 0.6 KM (0.35 MI) TO THE JUNCTION OF COUNTY ROUTE M
 OM1182'ON THE LEFT.   TURN LEFT AND GO EAST ON COUNTY ROAD M FOR 15.3 KM
 OM1182'(9.5 MI) TO A PAVED CROSSROAD.  TURN RIGHT AND GO SOUTH ON COUNTY
 OM1182'ROAD M FOR 1.2 KM (0.75 MI) TO A PAVED SIDE ROAD LEFT.  TURN LEFT
 OM1182'AND GO EAST ON COUNTY ROAD M FOR 4.8 KM (3.0 MI) TO THE
 OM1182'JUNCTION OF SECOND LANE ON THE LEFT.  TURN LEFT AND GO NORTH ON
 OM1182'SECOND LANE FOR 0.7 KM (0.45 MI) TO DIXIE DRIVE ON THE LEFT.
 OM1182'TURN LEFT AND GO WEST ON DIXIE DRIVE FOR 1.1 KM (0.7 MI) TO A
 OM1182'POINT WHERE PAVED ROAD TURNS LEFT AND A TRACK ROAD ON THE RIGHT.
 OM1182'TURN RIGHT AND GO NORTH, EAST AND NORTH ON THE TRACK ROAD FOR 0.7
 OM1182'KM (0.45 MI) TO THE SOUTHWEST CORNER OF A FIELD.  BEAR LEFT AND GO
 OM1182'NORTHWEST THROUGH WOODS ON TRACK ROAD FOR 0.4 KM (0.25 MI) TO A
 OM1182'SMALL OPEN AREA.  CONTINUE AHEAD NORTH THEN NORTHEAST UPHILL ON
 OM1182'TRACK ROAD FOR 0.3 KM (0.2 MI) TO THE TOP OF A RIDGE.  TURN LEFT
 OM1182'AND GO WEST ALONG THE TOP OF THE RIDGE FOR 0.2 KM (0.1 MI) TO A
 OM1182'POINT WHERE THE ROAD MAKES A LONG TURN TO THE RIGHT AND GOES
 OM1182'NORTHWEST ALONG THE RIDGE.  TURN RIGHT AND GO NORTHWEST ON
 OM1182'TRACK ROAD FOR 0.5 KM (0.3 MI) TO AN OLD FENCE LINE. CONTINUE
 OM1182'NORTHWEST ON THE TRACK ROAD FOR 0.2 KM (0.1 MI) TO THE STATION IN
 OM1182'THE CENTER OF THE TRACK ROAD AND NEAR THE HIGHEST GROUND.
 OM1182'
 OM1182'THE STATION IS A STANDARD NGS DISK
 OM1182'STAMPED---LIME 1981---,
 OM1182'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 OM1182'FLUSH WITH GROUND.  IT IS LOCATED
 OM1182'4.55 METERS (14.95 FT) EAST FROM A METAL WITNESS POST
 OM1182'AND NEAR THE CENTER OF THE TRACK ROAD.
 OM1182'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 OM1182'STAMPED---LIME 1981---,
 OM1182'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 OM1182'
 OM1182'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK
 OM1182'STAMPED---LIME NO 1 1981---,
 OM1182'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 36 CM IN DIAMETER
 OM1182'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 OM1182'0.70 METER (2.3 FT) WEST FROM THE CENTER OF A DIM TRACK ROAD AND
 OM1182'2.30 METERS (7.54 FT) NORTH-NORTHEAST FROM A METAL WITNESS POST.
 OM1182'MARK IS LEVEL WITH STATION.
 OM1182'
 OM1182'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK
 OM1182'STAMPED---LIME NO 2 1981---,
 OM1182'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 36 CM IN DIAMETER
 OM1182'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 OM1182'17.50 METERS (57.41 FT) NORTH-NORTHEAST FROM THE CENTER OF THE TR
 OM1182'0.73 METER (2.40 FT) SOUTHEAST FROM A METAL WITNESS POST
 OM1182'MARK IS BELOW STATION 0.5 METERS.
 OM1182'
 OM1182'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.2 METERS.
 OM1182'
 OM1182'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5072 ***********************************************************************
 DH5072  DESIGNATION -  LIME RIDGE GPS
 DH5072  PID         -  DH5072
 DH5072  STATE/COUNTY-  WI/SAUK
 DH5072  USGS QUAD   -  LOGANVILLE (1983)
 DH5072
 DH5072                         *CURRENT SURVEY CONTROL
 DH5072  ___________________________________________________________________
 DH5072* NAD 83(1997)-  43 28 55.25085(N)    090 06 17.35192(W)     ADJUSTED  
 DH5072* NAVD 88     -                                                        
 DH5072  ___________________________________________________________________
 DH5072  X           -      -8,480.451 (meters)                     COMP
 DH5072  Y           -  -4,635,504.790 (meters)                     COMP
 DH5072  Z           -   4,366,744.331 (meters)                     COMP
 DH5072  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 DH5072  ELLIP HEIGHT-         337.55  (meters)          (08/01/05) GPS OBS
 DH5072  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DH5072
 DH5072  HORZ ORDER  -  FIRST
 DH5072  ELLP ORDER  -  SECOND    CLASS I
 DH5072
 DH5072.The horizontal coordinates were established by GPS observations
 DH5072.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5072
 DH5072
 DH5072.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5072
 DH5072.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5072
 DH5072.The ellipsoidal height was determined by GPS observations
 DH5072.and is referenced to NAD 83.
 DH5072
 DH5072.The geoid height was determined by GEOID03.
 DH5072
 DH5072;                    North         East     Units Scale Factor Converg.
 DH5072;SPC WI S     -   164,643.137   591,520.558   MT  0.99993354   -0 04 19.3
 DH5072;SPC WI S     -   540,166.69  1,940,680.36   sFT  0.99993354   -0 04 19.3
 DH5072;UTM  15      - 4,818,416.271   734,133.775   MT  1.00027436   +1 59 35.4
 DH5072
 DH5072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5072!SPC WI S     -   0.99994707  x   0.99993354  =   0.99988061
 DH5072!UTM  15      -   0.99994707  x   1.00027436  =   1.00022142
 DH5072
 DH5072                          SUPERSEDED SURVEY CONTROL
 DH5072
 DH5072.No superseded survey control is available for this station.
 DH5072
 DH5072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ3413418416(NAD 83)
 DH5072_MARKER: DD = SURVEY DISK
 DH5072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5072_STAMPING: LIME RIDGE GPS 2004
 DH5072_MARK LOGO: WIDT  
 DH5072_PROJECTION: FLUSH
 DH5072_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5072+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH5072
 DH5072  HISTORY     - Date     Condition        Report By
 DH5072  HISTORY     - 2003     MONUMENTED       WIDT
 DH5072  HISTORY     - 20051228 GOOD             WIDT
 DH5072
 DH5072                          STATION DESCRIPTION
 DH5072
 DH5072'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5072'OWNERSHIP--TOWN OF IRONTON.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5072'COUNTY  HIGHWAY G AND COUNTY HIGHWAY K WEST WITH COUNTY HIGHWAY K EAST
 DH5072'ABOUT 7 MI  WEST-SOUTHWEST OF THE CITY OF REEDSBURG, GO EAST ON COUNTY
 DH5072'HIGHWAY K EAST FOR 2.1 MI  TO PICKEL ROAD ON THE RIGHT, TURN RIGHT AND
 DH5072'GO EAST ON PICKEL ROAD FOR 0.3 MI TO THE  STATION ON THE RIGHT.  THE
 DH5072'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION  GEODETIC
 DH5072'SURVEY CONTROL STATION DISK SET IN THE TOP OF 41-CM DIAMETER CONCRETE
 DH5072'POST  ABOUT 1 M ABOVE THE ROAD PAVEMENT.  THE STATION IS 9.7 M SOUTH
 DH5072'OF THE CENTERLINE PICKEL  ROAD, 9 M WEST OF THE CENTERLINE OF A FIELD
 DH5072'ENTRANCE, 7 M NORTH OF A CULTIVATED FIELD, 1.0  M NORTH OF AN ORANGE
 DH5072'4X4 PLASTIC WITNESS POST, 1.0 M SOUTHEAST OF AN ORANGE 4X4 PLASTIC
 DH5072'WITNESS POST, AND 1.0 M SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS
 DH5072'POST.  ---NOTE---THIS  STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DH5072'HIGHER THAN 15 DEGREES ABOVE THE  HORIZON.
 DH5072
 DH5072                          STATION RECOVERY (2005)
 DH5072
 DH5072'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5072'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5416 ***********************************************************************
 DH5416  DESIGNATION -  LIN
 DH5416  PID         -  DH5416
 DH5416  STATE/COUNTY-  WI/JUNEAU
 DH5416  USGS QUAD   -  NEW LISBON SOUTH (1983)
 DH5416
 DH5416                         *CURRENT SURVEY CONTROL
 DH5416  ___________________________________________________________________
 DH5416* NAD 83(1997)-  43 45 56.77687(N)    090 11 00.43027(W)     ADJUSTED  
 DH5416* NAVD 88     -                                                        
 DH5416  ___________________________________________________________________
 DH5416  X           -     -14,772.495 (meters)                     COMP
 DH5416  Y           -  -4,613,712.609 (meters)                     COMP
 DH5416  Z           -   4,389,544.174 (meters)                     COMP
 DH5416  LAPLACE CORR-          -7.44  (seconds)                    DEFLEC99
 DH5416  ELLIP HEIGHT-         304.14  (meters)          (08/01/05) GPS OBS
 DH5416  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DH5416
 DH5416  HORZ ORDER  -  FIRST
 DH5416  ELLP ORDER  -  SECOND    CLASS I
 DH5416
 DH5416.The horizontal coordinates were established by GPS observations
 DH5416.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5416
 DH5416
 DH5416.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5416
 DH5416.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5416
 DH5416.The ellipsoidal height was determined by GPS observations
 DH5416.and is referenced to NAD 83.
 DH5416
 DH5416.The geoid height was determined by GEOID03.
 DH5416
 DH5416;                    North         East     Units Scale Factor Converg.
 DH5416;SPC WI S     -   196,179.018   585,228.893   MT  0.99995275   -0 07 33.8
 DH5416;SPC WI S     -   643,630.66  1,920,038.46   sFT  0.99995275   -0 07 33.8
 DH5416;UTM  15      - 4,849,714.054   726,704.699   MT  1.00023219   +1 56 56.6
 DH5416
 DH5416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5416!SPC WI S     -   0.99995231  x   0.99995275  =   0.99990506
 DH5416!UTM  15      -   0.99995231  x   1.00023219  =   1.00018449
 DH5416
 DH5416                          SUPERSEDED SURVEY CONTROL
 DH5416
 DH5416.No superseded survey control is available for this station.
 DH5416
 DH5416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ2670549714(NAD 83)
 DH5416_MARKER: DD = SURVEY DISK
 DH5416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5416_STAMPING: LIN. 1994
 DH5416_MARK LOGO: WI-057
 DH5416_PROJECTION: FLUSH
 DH5416_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5416+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2003
 DH5416
 DH5416  HISTORY     - Date     Condition        Report By
 DH5416  HISTORY     - 1994     MONUMENTED       WI-057
 DH5416  HISTORY     - 20030423 GOOD             WIDT
 DH5416
 DH5416                          STATION DESCRIPTION
 DH5416
 DH5416'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5416'OWNERSHIP -- TOWN OF LINDINA.  TO REACH THE STATION FROM THE JUNCTION
 DH5416'OF STATE  HIGHWAY 82 WEST AND STATE HIGHWAY 58 AT THE INTERSECTION OF
 DH5416'GRAYSIDE AVENUE WITH  DIVISON STREET IN THE CITY OF MAUSTON, GO WEST
 DH5416'ON STATE HIGHWAY 82 (GRAYSIDE AVENUE)  FOR 6.8 MI TO OVERGAARD ROAD ON
 DH5416'THE LEFT, TURN LEFT AND GO SOUTH ON OVERGAARD ROAD  FOR 0.9 MI TO
 DH5416'FROHMADER ROAD ON THE LEFT, TURN LEFT AND GO EAST ON FROHMADER ROAD
 DH5416'0.5  MI TO SCHNEIDER ROAD ON THE RIGHT, CONTINUE EAST ON FROHMADER
 DH5416'ROAD FOR 0.5 MI TO THE  STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DH5416'JUNEAU COUNTY GEODETIC CONTROL MARKER  SET IN THE TOP OF A 36-CM
 DH5416'DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD PAVEMENT.   THE
 DH5416'STATION IS 4.7 M SOUTH OF THE CENTERLINE OF FROHMADER ROAD,  1 M NORTH
 DH5416'OF A  CULTIVATED  FIELD, 1.0 M EAST, WEST OF TWO ORANGE 4X4 PLASTIC
 DH5416'WITNESS POSTS AND 0.2 M NORTH OF A  METAL POST.   ---NOTE--- THE
 DH5416'STATION HAS NO OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH5416'HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC9054 ***********************************************************************
 AC9054  DESIGNATION -  LINCOLN
 AC9054  PID         -  AC9054
 AC9054  STATE/COUNTY-  WI/POLK
 AC9054  USGS QUAD   -  AMERY (1978)
 AC9054
 AC9054                         *CURRENT SURVEY CONTROL
 AC9054  ___________________________________________________________________
 AC9054* NAD 83(1997)-  45 19 57.24397(N)    092 22 05.76248(W)     ADJUSTED  
 AC9054* NAVD 88     -       337.4    (meters)    1107.     (feet)  GPS OBS   
 AC9054  ___________________________________________________________________
 AC9054  X           -    -185,603.103 (meters)                     COMP
 AC9054  Y           -  -4,487,760.854 (meters)                     COMP
 AC9054  Z           -   4,513,626.264 (meters)                     COMP
 AC9054  LAPLACE CORR-         -16.45  (seconds)                    DEFLEC99
 AC9054  ELLIP HEIGHT-         308.26  (meters)          (09/30/02) GPS OBS
 AC9054  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 AC9054
 AC9054  HORZ ORDER  -  FIRST
 AC9054  ELLP ORDER  -  SECOND    CLASS I
 AC9054
 AC9054.The horizontal coordinates were established by GPS observations
 AC9054.and adjusted by the National Geodetic Survey in September 2002..
 AC9054
 AC9054.The orthometric height was determined by GPS observations and a
 AC9054.high-resolution geoid model.
 AC9054
 AC9054.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9054
 AC9054.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9054
 AC9054.The ellipsoidal height was determined by GPS observations
 AC9054.and is referenced to NAD 83.
 AC9054
 AC9054.The geoid height was determined by GEOID03.
 AC9054
 AC9054;                    North         East     Units Scale Factor Converg.
 AC9054;SPC WI C     -   169,304.247   414,384.431   MT  0.99997241   -1 40 15.6
 AC9054;SPC WI C     -   555,459.02  1,359,526.25   sFT  0.99997241   -1 40 15.6
 AC9054;UTM  15      - 5,020,089.632   549,501.311   MT  0.99963013   +0 26 57.5
 AC9054
 AC9054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9054!SPC WI C     -   0.99995167  x   0.99997241  =   0.99992408
 AC9054!UTM  15      -   0.99995167  x   0.99963013  =   0.99958182
 AC9054
 AC9054                          SUPERSEDED SURVEY CONTROL
 AC9054
 AC9054  NAD 83(1991)-  45 19 57.24339(N)    092 22 05.76097(W) AD(       ) 1
 AC9054  ELLIP H (06/10/97)  308.28   (m)                       GP(       ) 2 1
 AC9054
 AC9054.Superseded values are not recommended for survey control.
 AC9054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9054.See file dsdata.txt to determine how the superseded data were derived.
 AC9054
 AC9054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4950120090(NAD 83)
 AC9054_MARKER: DD = SURVEY DISK
 AC9054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9054_STAMPING: LINCOLN 225
 AC9054_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC9054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9054+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2005
 AC9054
 AC9054  HISTORY     - Date     Condition        Report By
 AC9054  HISTORY     - 1995     MONUMENTED       WI-095
 AC9054  HISTORY     - 20051118 GOOD             WIDT
 AC9054
 AC9054                          STATION DESCRIPTION
 AC9054
 AC9054'DESCRIBED BY POLK COUNTY WISCONSIN 1995 (TEC)
 AC9054'THE STATION IS LOCATED 1.5 MI (2.4 KM) NORTH OF THE CITY OF AMERY,
 AC9054'WISCONSIN IN THE NORTHEAST QUARTER OF SOUTHEAST QUARTER OF SECTION 20,
 AC9054'T.33N., R.16W., 4TH P.M.  TOWN OF LINCOLN, POLK COUNTY.  TO REACH THE
 AC9054'STATION BEGIN AT THE INTERSECTION OF STATE HIGHWAY 46 AND COUNTY TRUNK
 AC9054'HIGHWAY F (TO THE EAST) , GO NORTH 1.75 MI (2.82 KM) TO THE
 AC9054'INTERSECTION OF STATE HIGHWAY 46 AND COUNTY TRUNK HIGHWAY H, GO WEST
 AC9054'.5 MI (0.8 KM) TO THE INTERSECTION OF COUNTY TRUNK HIGHWAY H AND 100TH
 AC9054'STREET AND 85TH AVENUE, GO WEST ALONG 85TH AVENUE 227 FEET (69.2 M) TO
 AC9054'THE STATION.  THE STATION IS LOCATED WESTERLY OF WHERE COUNTY HIGHWAY
 AC9054'H TURNS NORTHERLY, 29 FEET (8.8 M) SOUTH OF CENTERLINE OF 85TH AVENUE.
 AC9054'THE STATION IS A BRASS CAP, SET IN A 1.3 FOOT (0.4 M) DIAMETER BY 6
 AC9054'FOOT (1.8 M) DEEP CONCRETE MONUMENT FLUSH WITH GROUND SURFACE.  A
 AC9054'PLASTIC WITNESS POST IS SET 2 FEET (0.6 M) FROM THE STATION.
 AC9054
 AC9054                          STATION RECOVERY (2005)
 AC9054
 AC9054'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AC9054'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 16.5 M SOUTHEAST OF
 AC9054'A --SPEED LIMIT 45-- SIGN POST, 16.1 M SOUTH OF A POWER POLE, AND 1.0
 AC9054'M SOUTH, 1.0 M NORTHWEST, AND 1.0 M NORTHEAST OF THREE ORANGE 4X4
 AC9054'PLASTIC GUARD POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB8491 ***********************************************************************
 AB8491  DESIGNATION -  LINCOLN EAST
 AB8491  PID         -  AB8491
 AB8491  STATE/COUNTY-  WI/BURNETT
 AB8491  USGS QUAD   -  SIREN WEST (1982)
 AB8491
 AB8491                         *CURRENT SURVEY CONTROL
 AB8491  ___________________________________________________________________
 AB8491* NAD 83(1997)-  45 51 23.50652(N)    092 24 53.04339(W)     ADJUSTED  
 AB8491* NAVD 88     -       296.8    (meters)     974.     (feet)  GPS OBS   
 AB8491  ___________________________________________________________________
 AB8491  X           -    -187,488.564 (meters)                     COMP
 AB8491  Y           -  -4,446,014.028 (meters)                     COMP
 AB8491  Z           -   4,554,349.510 (meters)                     COMP
 AB8491  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 AB8491  ELLIP HEIGHT-         270.13  (meters)          (01/30/03) GPS OBS
 AB8491  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AB8491
 AB8491  HORZ ORDER  -  FIRST
 AB8491  ELLP ORDER  -  FOURTH    CLASS I
 AB8491
 AB8491.The horizontal coordinates were established by GPS observations
 AB8491.and adjusted by the National Geodetic Survey in January 2003..
 AB8491
 AB8491.The orthometric height was determined by GPS observations and a
 AB8491.high-resolution geoid model.
 AB8491
 AB8491.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8491
 AB8491.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8491
 AB8491.The ellipsoidal height was determined by GPS observations
 AB8491.and is referenced to NAD 83.
 AB8491
 AB8491.The geoid height was determined by GEOID03.
 AB8491
 AB8491;                    North         East     Units Scale Factor Converg.
 AB8491;SPC WI N     -    79,524.271   412,500.235   MT  0.99996002   -1 44 30.9
 AB8491;SPC WI N     -   260,905.88  1,353,344.52   sFT  0.99996002   -1 44 30.9
 AB8491;UTM  15      - 5,078,273.673   545,435.444   MT  0.99962538   +0 25 12.0
 AB8491
 AB8491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8491!SPC WI N     -   0.99995765  x   0.99996002  =   0.99991767
 AB8491!UTM  15      -   0.99995765  x   0.99962538  =   0.99958305
 AB8491
 AB8491                          SUPERSEDED SURVEY CONTROL
 AB8491
 AB8491  NAD 83(1991)-  45 51 23.50621(N)    092 24 53.04192(W) AD(       ) 1
 AB8491  ELLIP H (12/09/96)  270.18   (m)                       GP(       ) 4 1
 AB8491
 AB8491.Superseded values are not recommended for survey control.
 AB8491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8491.See file dsdata.txt to determine how the superseded data were derived.
 AB8491
 AB8491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4543578274(NAD 83)
 AB8491_MARKER: DD = SURVEY DISK
 AB8491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8491_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8491+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB8491
 AB8491  HISTORY     - Date     Condition        Report By
 AB8491  HISTORY     - 1993     MONUMENTED       WI-013
 AB8491
 AB8491                          STATION DESCRIPTION
 AB8491
 AB8491'DESCRIBED BY BURNETT COUNTY WISCONSIN 1993
 AB8491'THE STATION IS LOCATED 17.2 KM (10.70 MI) SOUTHWEST OF THE VILLAGE OF
 AB8491'DANBURY (WHERE STATE TRUNK HIGHWAY 77 AND STATE TRUNK HIGHWAY 35
 AB8491'INTERSECT) , 4.8 KM (3.00 MI) SOUTHWEST OF THE VILLAGE OF WEBSTER IN
 AB8491'THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER, SECTION 24, T39N,
 AB8491'R17W, TOWN OF LINCOLN.  TO REACH THE STATION FROM THE VILLAGE OF
 AB8491'WEBSTER (WHERE STATE TRUNK HIGHWAY 35 AND COUNTY ROAD FF MEET) GO
 AB8491'SOUTH ALONG STATE HIGHWAY 35 2.4 KM (1.50 MI) TO NORTH BASS LAKE ROAD,
 AB8491'GO WEST ALONG NORTH BASS LAKE ROAD 1.6 KM (1.00 MI) TO OLD 35 ROAD, GO
 AB8491'SOUTH ALONG OLD 35 ROAD .46 KM (0.30 MI) TO MOLINE ROAD, GO WEST ALONG
 AB8491'MOLINE ROAD 2.25 KM (1.40 MI) TO STATION 19 FEET (5.8 M) NORTH OF
 AB8491'MOLINE ROAD, 250 FEET (76.2 M) EAST OF SMITH RD, 20 FEET (6.1 M) WEST
 AB8491'OF STOP AHEAD SIGN.  FIBERGLASS WITNESS POST SET ALONG NORTH SIDE OF
 AB8491'STATION.  THE STATION MARKER IS SET IN A 30 CM ROUND CONCRETE MONUMENT
 AB8491'8 CM BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC9105 ***********************************************************************
 AC9105  DESIGNATION -  LINCOLN N
 AC9105  PID         -  AC9105
 AC9105  STATE/COUNTY-  WI/POLK
 AC9105  USGS QUAD   -  RANGE (1978)
 AC9105
 AC9105                         *CURRENT SURVEY CONTROL
 AC9105  ___________________________________________________________________
 AC9105* NAD 83(1997)-  45 22 40.89316(N)    092 21 27.15613(W)     ADJUSTED  
 AC9105* NAVD 88     -       345.7    (meters)    1134.     (feet)  GPS OBS   
 AC9105  ___________________________________________________________________
 AC9105  X           -    -184,615.509 (meters)                     COMP
 AC9105  Y           -  -4,484,209.858 (meters)                     COMP
 AC9105  Z           -   4,517,182.685 (meters)                     COMP
 AC9105  LAPLACE CORR-         -17.18  (seconds)                    DEFLEC99
 AC9105  ELLIP HEIGHT-         316.77  (meters)          (09/30/02) GPS OBS
 AC9105  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 AC9105
 AC9105  HORZ ORDER  -  FIRST
 AC9105  ELLP ORDER  -  SECOND    CLASS I
 AC9105
 AC9105.The horizontal coordinates were established by GPS observations
 AC9105.and adjusted by the National Geodetic Survey in September 2002..
 AC9105
 AC9105.The orthometric height was determined by GPS observations and a
 AC9105.high-resolution geoid model.
 AC9105
 AC9105.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9105
 AC9105.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9105
 AC9105.The ellipsoidal height was determined by GPS observations
 AC9105.and is referenced to NAD 83.
 AC9105
 AC9105.The geoid height was determined by GEOID03.
 AC9105
 AC9105;                    North         East     Units Scale Factor Converg.
 AC9105;SPC WI C     -   174,329.693   415,371.350   MT  0.99997905   -1 39 48.3
 AC9105;SPC WI C     -   571,946.67  1,362,764.17   sFT  0.99997905   -1 39 48.3
 AC9105;UTM  15      - 5,025,146.409   550,301.330   MT  0.99963111   +0 27 26.2
 AC9105
 AC9105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9105!SPC WI C     -   0.99995034  x   0.99997905  =   0.99992939
 AC9105!UTM  15      -   0.99995034  x   0.99963111  =   0.99958147
 AC9105
 AC9105                          SUPERSEDED SURVEY CONTROL
 AC9105
 AC9105  NAD 83(1991)-  45 22 40.89268(N)    092 21 27.15452(W) AD(       ) 1
 AC9105  ELLIP H (06/10/97)  316.79   (m)                       GP(       ) 2 1
 AC9105
 AC9105.Superseded values are not recommended for survey control.
 AC9105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9105.See file dsdata.txt to determine how the superseded data were derived.
 AC9105
 AC9105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL5030125146(NAD 83)
 AC9105_MARKER: DD = SURVEY DISK
 AC9105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9105_STAMPING: LINCON N. 457
 AC9105_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC9105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9105+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC9105
 AC9105  HISTORY     - Date     Condition        Report By
 AC9105  HISTORY     - 1995     MONUMENTED       WI-095
 AC9105
 AC9105                          STATION DESCRIPTION
 AC9105
 AC9105'DESCRIBED BY POLK COUNTY WISCONSIN 1995 (TEC)
 AC9105'THE STATION IS LOCATED 5 MI (8.0 KM) NORTH OF THE CITY OF AMERY,
 AC9105'WISCONSIN IN THE SOUTHEAST QUARTER OF NORTHWEST QUARTER OF SECTION 4,
 AC9105'T.33N., R.16W., 4TH P.M.  TOWN OF LINCOLN, POLK COUNTY.  TO REACH THE
 AC9105'STATION FROM THE CITY OF AMERY, START WHERE STATE HIGHWAY 46
 AC9105'INTERSECTS WITH COUNTY TRUNK HIGHWAY F (TO THE EAST) , GO NORTH 5 MI
 AC9105'(8.0 KM) TO THE STATION.  THE STATION IS LOCATED 36 FEET (11.0 M) WEST
 AC9105'OF CENTERLINE OF STATE HIGHWAY 46, 22 FEET (6.7 M) NORTH OF FIELD
 AC9105'DRIVE TO WEST, .25 MI (0.40 KM) SOUTH OF 120TH AVENUE, 1.25 MI (2.01
 AC9105'KM) SOUTH OF U.S.  HIGHWAY 8.  THE STATION IS A BRASS CAP, SET IN A
 AC9105'1.3 FOOT (0.4 M) DIAMETER BY 6 FOOT (1.8 M) DEEP CONCRETE MONUMENT
 AC9105'FLUSH WITH GROUND SURFACE.  A PLASTIC WITNESS POST IS SET 2 FEET (0.6
 AC9105'M) FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5661 ***********************************************************************
 DH5661  DESIGNATION -  LINCOLN N GPS
 DH5661  PID         -  DH5661
 DH5661  STATE/COUNTY-  WI/ADAMS
 DH5661  USGS QUAD   -  GRAND MARSH (1981)
 DH5661
 DH5661                         *CURRENT SURVEY CONTROL
 DH5661  ___________________________________________________________________
 DH5661* NAD 83(1997)-  43 58 49.92363(N)    089 42 11.76443(W)     ADJUSTED  
 DH5661* NAVD 88     -                                                        
 DH5661  ___________________________________________________________________
 DH5661  X           -      23,808.420 (meters)                     COMP
 DH5661  Y           -  -4,597,108.878 (meters)                     COMP
 DH5661  Z           -   4,406,720.789 (meters)                     COMP
 DH5661  LAPLACE CORR-          -5.25  (seconds)                    DEFLEC99
 DH5661  ELLIP HEIGHT-         266.80  (meters)          (08/01/05) GPS OBS
 DH5661  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 DH5661
 DH5661  HORZ ORDER  -  FIRST
 DH5661  ELLP ORDER  -  SECOND    CLASS I
 DH5661
 DH5661.The horizontal coordinates were established by GPS observations
 DH5661.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5661
 DH5661
 DH5661.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5661
 DH5661.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5661
 DH5661.The ellipsoidal height was determined by GPS observations
 DH5661.and is referenced to NAD 83.
 DH5661
 DH5661.The geoid height was determined by GEOID03.
 DH5661
 DH5661;                    North         East     Units Scale Factor Converg.
 DH5661;SPC WI S     -   220,066.606   623,807.092   MT  0.99998364   +0 12 14.0
 DH5661;SPC WI S     -   722,001.86  2,046,607.10   sFT  0.99998364   +0 12 14.0
 DH5661;UTM  16      - 4,873,263.803   283,194.074   MT  1.00017816   -1 52 40.5
 DH5661
 DH5661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5661!SPC WI S     -   0.99995817  x   0.99998364  =   0.99994181
 DH5661!UTM  16      -   0.99995817  x   1.00017816  =   1.00013632
 DH5661
 DH5661                          SUPERSEDED SURVEY CONTROL
 DH5661
 DH5661.No superseded survey control is available for this station.
 DH5661
 DH5661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP8319473264(NAD 83)
 DH5661_MARKER: DD = SURVEY DISK
 DH5661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5661_STAMPING: LINCOLN N GPS 2004
 DH5661_MARK LOGO: WIDT  
 DH5661_PROJECTION: FLUSH
 DH5661_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5661+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5661
 DH5661  HISTORY     - Date     Condition        Report By
 DH5661  HISTORY     - 2003     MONUMENTED       WIDT
 DH5661
 DH5661                          STATION DESCRIPTION
 DH5661
 DH5661'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5661'OWNERSHIP--TOWN OF LINCOLN.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5661'COUNTY HIGHWAY  G WITH COUNTY HIGHWAY J AND DAKOTA AVENUE ABOUT 10 MI
 DH5661'EAST OF THE VILLAGE OF  FRIENDSHIP, GO WEST ON COUNTY HIGHWAY J FOR
 DH5661'4.3 MI TO 6TH COURT, TURN LEFT AND GO SOUTH  IN 6TH COURT FOR 0.1 MI
 DH5661'TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DH5661'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH5661'IN THE TOP OF A  41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE
 DH5661'ROAD PAVEMENT.  THE STATION IS 7.9 M  EAST OF THE CENTERLINE OF 6TH
 DH5661'COURT, 157 M SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY J,  1.1 M WEST
 DH5661'OF A BARBED WIRE FENCE, AND 1.0 M NORTH AND SOUTH OF TWO ORANGE 4X4
 DH5661'PLASTIC  WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH5661'OBSTRUCTIONS EXTENDING HIGHER THAN  15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC9104 ***********************************************************************
 AC9104  DESIGNATION -  LINCOLN NE
 AC9104  PID         -  AC9104
 AC9104  STATE/COUNTY-  WI/POLK
 AC9104  USGS QUAD   -  RANGE (1978)
 AC9104
 AC9104                         *CURRENT SURVEY CONTROL
 AC9104  ___________________________________________________________________
 AC9104* NAD 83(1997)-  45 22 43.68478(N)    092 17 05.87190(W)     ADJUSTED  
 AC9104* NAVD 88     -       352.8    (meters)    1157.     (feet)  GPS OBS   
 AC9104  ___________________________________________________________________
 AC9104  X           -    -178,932.766 (meters)                     COMP
 AC9104  Y           -  -4,484,383.485 (meters)                     COMP
 AC9104  Z           -   4,517,247.951 (meters)                     COMP
 AC9104  LAPLACE CORR-         -13.55  (seconds)                    DEFLEC99
 AC9104  ELLIP HEIGHT-         323.41  (meters)          (09/30/02) GPS OBS
 AC9104  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 AC9104
 AC9104  HORZ ORDER  -  FIRST
 AC9104  ELLP ORDER  -  SECOND    CLASS I
 AC9104
 AC9104.The horizontal coordinates were established by GPS observations
 AC9104.and adjusted by the National Geodetic Survey in September 2002..
 AC9104
 AC9104.The orthometric height was determined by GPS observations and a
 AC9104.high-resolution geoid model.
 AC9104
 AC9104.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9104
 AC9104.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9104
 AC9104.The ellipsoidal height was determined by GPS observations
 AC9104.and is referenced to NAD 83.
 AC9104
 AC9104.The geoid height was determined by GEOID03.
 AC9104
 AC9104;                    North         East     Units Scale Factor Converg.
 AC9104;SPC WI C     -   174,253.362   421,056.198   MT  0.99997917   -1 36 44.0
 AC9104;SPC WI C     -   571,696.24  1,381,415.21   sFT  0.99997917   -1 36 44.0
 AC9104;UTM  15      - 5,025,280.473   555,983.152   MT  0.99963853   +0 30 32.2
 AC9104
 AC9104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9104!SPC WI C     -   0.99994930  x   0.99997917  =   0.99992847
 AC9104!UTM  15      -   0.99994930  x   0.99963853  =   0.99958785
 AC9104
 AC9104                          SUPERSEDED SURVEY CONTROL
 AC9104
 AC9104  NAD 83(1991)-  45 22 43.68417(N)    092 17 05.87038(W) AD(       ) 1
 AC9104  ELLIP H (06/10/97)  323.42   (m)                       GP(       ) 2 1
 AC9104
 AC9104.Superseded values are not recommended for survey control.
 AC9104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9104.See file dsdata.txt to determine how the superseded data were derived.
 AC9104
 AC9104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL5598325280(NAD 83)
 AC9104_MARKER: DD = SURVEY DISK
 AC9104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9104_STAMPING: LINCOLN NE 456
 AC9104_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC9104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9104_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC9104+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2005
 AC9104
 AC9104  HISTORY     - Date     Condition        Report By
 AC9104  HISTORY     - 1995     MONUMENTED       WI-095
 AC9104  HISTORY     - 20051029 GOOD             USPSQD
 AC9104  HISTORY     - 20051029 GOOD             USPSQD
 AC9104
 AC9104                          STATION DESCRIPTION
 AC9104
 AC9104'DESCRIBED BY POLK COUNTY WISCONSIN 1995 (TEC)
 AC9104'THE STATION IS LOCATED APPROXIMATELY 3.75 MI (6.03 KM) EAST AND 4.75
 AC9104'MI (7.64 KM) NORTH OF CITY OF AMERY, WISCONSIN IN THE NORTHEAST
 AC9104'QUARTER OF NORTHEAST QUARTER OF SECTION 1, T.33N., R.16W., 4TH P.M.
 AC9104'TOWN OF LINCOLN, POLK COUNTY.  TO REACH THE STATION FROM THE CITY OF
 AC9104'AMERY START WHERE STATE HIGHWAY 46 INTERSECTS COUNTY TRUNK HIGHWAY F
 AC9104'(TO THE EAST) , GO EAST 3.75 MI (6.03 KM) TO THE INTERSECTION OF
 AC9104'COUNTY TRUNK HIGHWAY J AND COUNTY TRUNK HIGHWAY JJ, GO NORTH 4.75 MI
 AC9104'(7.64 KM) ALONG COUNTY TRUNK JJ TO THE STATION.  THE STATION IS
 AC9104'LOCATED 30 FEET (9.1 M) WEST OF CENTERLINE OF COUNTY HIGHWAY JJ, .15
 AC9104'MI (0.24 KM) SOUTH OF 120TH AVENUE, 1.15 MI (1.85 KM) SOUTH OF RANGE.
 AC9104'THE STATION IS A BRASS CAP, SET IN A 1.3 FOOT (0.4 M) DIAMETER BY 6
 AC9104'FOOT (1.8 M) DEEP CONCRETE MONUMENT FLUSH WITH GROUND SURFACE.  A
 AC9104'PLASTIC WITNESS POST IS SET 2 FEET (0.6 M) FROM THE STATION.
 AC9104
 AC9104                          STATION RECOVERY (2005)
 AC9104
 AC9104'RECOVERY NOTE BY US POWER SQUADRON 2005 (DRB)
 AC9104'RECOVERED IN GOOD CONDITION.  AN ADDITIONAL TO REACH FOLLOWS-- FROM
 AC9104'THE JUNCTION OF US HIGHWAY 8 WITH COUNTY HIGHWAY D IN THE COMMUNITY OF
 AC9104'RANGE, GO SOUTH ON COUNTY HIGHWAY D (60TH STREET) FOR 1.0 MILE TO
 AC9104'COUNTY HIGHWAY D (120TH STREET) LEFT AND COUNTY HIGHWAY JJ (60TH
 AC9104'STREET) AHEAD, CONTINUE SOUTH ON COUNTY HIGHWAY JJ (60TH STREET) FOR
 AC9104'0.15 MILE TO THE STATION ON THE RIGHT.
 AC9104'ADD-- THE STATION IS 5.7 M NORTH OF TELEPHONE PEDESTAL --2-47-1-- AND
 AC9104'1.0 M WEST, 0.9 M SOUTHEAST, AND 0.9 M NORTHEAST OF THREE WHITE
 AC9104'PLASTIC WITNESS POSTS.
 AC9104
 AC9104                          STATION RECOVERY (2005)
 AC9104
 AC9104'RECOVERY NOTE BY US POWER SQUADRON 2005 (DRB)
 AC9104'RECOVERED IN GOOD CONDITION.  AN ADDITIONAL TO REACH FOLLOWS-- FROM
 AC9104'THE JUNCTION OF US HIGHWAY 8 WITH STATE HIGHWAY 46 SOUTH, 6 MILES
 AC9104'NORTH OF THE COMMUNITY OF AMERY, GO SOUTH ON STATE HIGHWAY 46 FOR 1.0
 AC9104'MILE TO 120TH AVENUE, CONTINUE SOUTH ON STATE HIGHWAY 46 FOR 0.21 MILE
 AC9104'TO THE STATION ON THE RIGHT.
 AC9104'ADD-- THE STATION IS 0.9 M NORTH, 0.5 M EAST, AND 1.0 M WEST OF THREE
 AC9104'WHITE PLASTIC WITNESS POSTS.  NOTE-- THE MONUMENT IS COVERED WITH
 AC9104'ASPHALT AROUND THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5662 ***********************************************************************
 DH5662  DESIGNATION -  LINCOLN S GPS
 DH5662  PID         -  DH5662
 DH5662  STATE/COUNTY-  WI/ADAMS
 DH5662  USGS QUAD   -  GRAND MARSH (1981)
 DH5662
 DH5662                         *CURRENT SURVEY CONTROL
 DH5662  ___________________________________________________________________
 DH5662* NAD 83(1997)-  43 55 23.80234(N)    089 38 03.88673(W)     ADJUSTED  
 DH5662* NAVD 88     -                                                        
 DH5662  ___________________________________________________________________
 DH5662  X           -      29,361.201 (meters)                     COMP
 DH5662  Y           -  -4,601,503.900 (meters)                     COMP
 DH5662  Z           -   4,402,151.624 (meters)                     COMP
 DH5662  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 DH5662  ELLIP HEIGHT-         282.68  (meters)          (08/01/05) GPS OBS
 DH5662  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 DH5662
 DH5662  HORZ ORDER  -  FIRST
 DH5662  ELLP ORDER  -  SECOND    CLASS I
 DH5662
 DH5662.The horizontal coordinates were established by GPS observations
 DH5662.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5662
 DH5662
 DH5662.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5662
 DH5662.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5662
 DH5662.The ellipsoidal height was determined by GPS observations
 DH5662.and is referenced to NAD 83.
 DH5662
 DH5662.The geoid height was determined by GEOID03.
 DH5662
 DH5662;                    North         East     Units Scale Factor Converg.
 DH5662;SPC WI S     -   213,726.962   629,359.245   MT  0.99997403   +0 15 04.3
 DH5662;SPC WI S     -   701,202.54  2,064,822.79   sFT  0.99997403   +0 15 04.3
 DH5662;UTM  16      - 4,866,725.557   288,513.392   MT  1.00015014   -1 49 41.4
 DH5662
 DH5662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5662!SPC WI S     -   0.99995568  x   0.99997403  =   0.99992971
 DH5662!UTM  16      -   0.99995568  x   1.00015014  =   1.00010581
 DH5662
 DH5662                          SUPERSEDED SURVEY CONTROL
 DH5662
 DH5662.No superseded survey control is available for this station.
 DH5662
 DH5662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP8851366726(NAD 83)
 DH5662_MARKER: DD = SURVEY DISK
 DH5662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5662_STAMPING: LINCOLN S GPS 2004
 DH5662_MARK LOGO: WIDT  
 DH5662_PROJECTION: FLUSH
 DH5662_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5662+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5662
 DH5662  HISTORY     - Date     Condition        Report By
 DH5662  HISTORY     - 2003     MONUMENTED       WIDT
 DH5662
 DH5662                          STATION DESCRIPTION
 DH5662
 DH5662'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5662'OWNERSHIP--ADAMS COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5662'COUNTY HIGHWAY E  WITH COUNTY HIGHWAY G ABOUT 10 MI SOUTHEAST OF THE
 DH5662'CITY OF ADAMS, GO NORTH ON COUNTY  HIGHWAY G FOR 3.3 MI TO DUCK CREEK
 DH5662'AVENUE ON THE LEFT, CONTINUE EAST ON COUNTY HIGHWAY  G FOR 0.15 MI TO
 DH5662'THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DH5662'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP
 DH5662'OF A 41-CM  DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY
 DH5662'PAVEMENT.  THE STATION IS 6.2 M  NORTH OF THE CENTERLINE OF COUNTY
 DH5662'HIGHWAY G, 52 M WEST-NORTHWEST OF A POWERPOLE, 28.0  M EAST-NORTHEAST
 DH5662'OF A WOOD POST FOR A --15 MPH CURVE AHEAD-- SIGN, AND 0.9 M EAST AND
 DH5662'WEST OF TWO ORANGE 4X4 PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION
 DH5662'HAS NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE
 DH5662'THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC9106 ***********************************************************************
 AC9106  DESIGNATION -  LINCOLN SE
 AC9106  PID         -  AC9106
 AC9106  STATE/COUNTY-  WI/POLK
 AC9106  USGS QUAD   -  AMERY (1978)
 AC9106
 AC9106                         *CURRENT SURVEY CONTROL
 AC9106  ___________________________________________________________________
 AC9106* NAD 83(1997)-  45 19 27.61006(N)    092 17 07.79787(W)     ADJUSTED  
 AC9106* NAVD 88     -       350.7    (meters)    1151.     (feet)  GPS OBS   
 AC9106  ___________________________________________________________________
 AC9106  X           -    -179,146.318 (meters)                     COMP
 AC9106  Y           -  -4,488,683.403 (meters)                     COMP
 AC9106  Z           -   4,512,992.171 (meters)                     COMP
 AC9106  LAPLACE CORR-         -11.12  (seconds)                    DEFLEC99
 AC9106  ELLIP HEIGHT-         321.08  (meters)          (09/30/02) GPS OBS
 AC9106  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 AC9106
 AC9106  HORZ ORDER  -  FIRST
 AC9106  ELLP ORDER  -  SECOND    CLASS I
 AC9106
 AC9106.The horizontal coordinates were established by GPS observations
 AC9106.and adjusted by the National Geodetic Survey in September 2002..
 AC9106
 AC9106.The orthometric height was determined by GPS observations and a
 AC9106.high-resolution geoid model.
 AC9106
 AC9106.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9106
 AC9106.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9106
 AC9106.The ellipsoidal height was determined by GPS observations
 AC9106.and is referenced to NAD 83.
 AC9106
 AC9106.The geoid height was determined by GEOID03.
 AC9106
 AC9106;                    North         East     Units Scale Factor Converg.
 AC9106;SPC WI C     -   168,203.900   420,843.971   MT  0.99997128   -1 36 45.3
 AC9106;SPC WI C     -   551,848.96  1,380,718.93   sFT  0.99997128   -1 36 45.3
 AC9106;UTM  15      - 5,019,229.339   555,994.950   MT  0.99963855   +0 30 29.1
 AC9106
 AC9106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9106!SPC WI C     -   0.99994966  x   0.99997128  =   0.99992094
 AC9106!UTM  15      -   0.99994966  x   0.99963855  =   0.99958823
 AC9106
 AC9106                          SUPERSEDED SURVEY CONTROL
 AC9106
 AC9106  NAD 83(1991)-  45 19 27.60948(N)    092 17 07.79647(W) AD(       ) 1
 AC9106  ELLIP H (06/10/97)  321.09   (m)                       GP(       ) 2 1
 AC9106
 AC9106.Superseded values are not recommended for survey control.
 AC9106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9106.See file dsdata.txt to determine how the superseded data were derived.
 AC9106
 AC9106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL5599519229(NAD 83)
 AC9106_MARKER: DD = SURVEY DISK
 AC9106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9106_STAMPING: LINCOLN SE 458
 AC9106_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC9106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9106+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2005
 AC9106
 AC9106  HISTORY     - Date     Condition        Report By
 AC9106  HISTORY     - 1995     MONUMENTED       WI-095
 AC9106  HISTORY     - 20051118 GOOD             WIDT
 AC9106
 AC9106                          STATION DESCRIPTION
 AC9106
 AC9106'DESCRIBED BY POLK COUNTY WISCONSIN 1995 (TEC)
 AC9106'THE STATION IS LOCATED APPROXIMATELY 3.75 MI (6.03 KM) EAST AND 1 MI
 AC9106'(1.6 KM) NORTH OF CITY OF AMERY, WISCONSIN IN THE NORTHEAST QUARTER OF
 AC9106'NORTHEAST QUARTER OF SECTION 25, T.33N., R.16W., 4TH P.M.  TOWN OF
 AC9106'LINCOLN, POLK COUNTY.  TO REACH THE STATION FROM THE CITY OF AMERY
 AC9106'START WHERE STATE HIGHWAY 46 INTERSECTS COUNTY TRUNK HIGHWAY F, GO
 AC9106'EAST 2.25 MI (3.62 KM) TO THE INTERSECTION OF COUNTY TRUNK HIGHWAY F
 AC9106'AND COUNTY TRUNK HIGHWAY J, GO EAST 1.5 MI (2.4 KM) ALONG COUNTY TRUNK
 AC9106'J TO THE INTERSECTION OF COUNTY TRUNK HIGHWAY J AND COUNTY TRUNK
 AC9106'HIGHWAY JJ, GO NORTH 1 MI (1.6 KM) ALONG COUNTY TRUNK JJ TO THE
 AC9106'STATION.  THE STATION IS LOCATED 24 FEET (7.3 M) WEST OF COUNTY
 AC9106'HIGHWAY JJ, 58 FEET (17.7 M) SOUTH OF CENTERLINE OF 80TH AVENUE, 13
 AC9106'FEET (4.0 M) SOUTH OF CENTERLINE FIELD DRIVE, 25.5 FEET (7.8 M) SOUTH
 AC9106'SOUTHEAST OF PHONE JET BOX.  THE STATION IS A BRASS CAP, SET IN A 1.3
 AC9106'FOOT (0.4 M) DIAMETER BY 6 FOOT (1.8 M) DEEP CONCRETE MONUMENT FLUSH
 AC9106'WITH GROUND SURFACE.  A PLASTIC WITNESS POST IS SET 2 FEET (0.6 M)
 AC9106'FROM THE STATION.
 AC9106
 AC9106                          STATION RECOVERY (2005)
 AC9106
 AC9106'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AC9106'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M WEST, 1.0 M
 AC9106'SOUTHEAST, AND 1.0 M NORTHEAST OF THREE ORANGE 4X4 PLASTIC GUARD
 AC9106'POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB8477 ***********************************************************************
 AB8477  DESIGNATION -  LINCOLN SOUTH
 AB8477  PID         -  AB8477
 AB8477  STATE/COUNTY-  WI/BURNETT
 AB8477  USGS QUAD   -  SIREN WEST (1982)
 AB8477
 AB8477                         *CURRENT SURVEY CONTROL
 AB8477  ___________________________________________________________________
 AB8477* NAD 83(1997)-  45 49 01.21458(N)    092 28 40.80461(W)     ADJUSTED  
 AB8477* NAVD 88     -       307.9    (meters)    1010.     (feet)  GPS OBS   
 AB8477  ___________________________________________________________________
 AB8477  X           -    -192,534.412 (meters)                     COMP
 AB8477  Y           -  -4,448,960.680 (meters)                     COMP
 AB8477  Z           -   4,551,296.569 (meters)                     COMP
 AB8477  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 AB8477  ELLIP HEIGHT-         281.21  (meters)          (01/30/03) GPS OBS
 AB8477  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AB8477
 AB8477  HORZ ORDER  -  FIRST
 AB8477  ELLP ORDER  -  FOURTH    CLASS I
 AB8477
 AB8477.The horizontal coordinates were established by GPS observations
 AB8477.and adjusted by the National Geodetic Survey in January 2003..
 AB8477
 AB8477.The orthometric height was determined by GPS observations and a
 AB8477.high-resolution geoid model.
 AB8477
 AB8477.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8477
 AB8477.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8477
 AB8477.The ellipsoidal height was determined by GPS observations
 AB8477.and is referenced to NAD 83.
 AB8477
 AB8477.The geoid height was determined by GEOID03.
 AB8477
 AB8477;                    North         East     Units Scale Factor Converg.
 AB8477;SPC WI N     -    75,284.695   407,452.205   MT  0.99996398   -1 47 15.2
 AB8477;SPC WI N     -   246,996.54  1,336,782.78   sFT  0.99996398   -1 47 15.2
 AB8477;UTM  15      - 5,073,848.188   540,552.594   MT  0.99962022   +0 22 27.6
 AB8477
 AB8477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8477!SPC WI N     -   0.99995592  x   0.99996398  =   0.99991990
 AB8477!UTM  15      -   0.99995592  x   0.99962022  =   0.99957615
 AB8477
 AB8477                          SUPERSEDED SURVEY CONTROL
 AB8477
 AB8477  NAD 83(1991)-  45 49 01.21436(N)    092 28 40.80303(W) AD(       ) 1
 AB8477  ELLIP H (12/09/96)  281.25   (m)                       GP(       ) 4 1
 AB8477
 AB8477.Superseded values are not recommended for survey control.
 AB8477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8477.See file dsdata.txt to determine how the superseded data were derived.
 AB8477
 AB8477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4055373848(NAD 83)
 AB8477_MARKER: DD = SURVEY DISK
 AB8477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8477_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8477+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB8477
 AB8477  HISTORY     - Date     Condition        Report By
 AB8477  HISTORY     - 1993     MONUMENTED       WI-013
 AB8477
 AB8477                          STATION DESCRIPTION
 AB8477
 AB8477'DESCRIBED BY BURNETT COUNTY WISCONSIN 1993
 AB8477'THE STATION IS LOCATED 8.4 KM (5.20 MI) NORTHWEST OF THE VILLAGE OF
 AB8477'SIREN (WHERE STATE TRUNK HIGHWAY 70 (FROM WEST) , STATE TRUNK HIGHWAY
 AB8477'35 AND COUNTY ROAD B INTERSECT) , 16.6 KM (10.30 MI) NORTHEAST OF THE
 AB8477'VILLAGE OF GRANTSBURG, WISCONSIN, IN THE SOUTHWEST QUARTER OF THE
 AB8477'SOUTHEAST QUARTER, SECTION 33, T39N, R17W, TOWN OF LINCOLN.  TO REACH
 AB8477'THE STATION FROM THE VILLAGE OF SIREN, WISCONSIN (WHERE STATE HIGHWAY
 AB8477'70, STATE HIGHWAY 35 AND COUNTY ROAD B JUNCTION) GO WEST ALONG STATE
 AB8477'TRUNK HIGHWAY 70 6.0 KM (3.70 MI) TO COUNTY ROAD N, GO NORTHERLY ALONG
 AB8477'COUNTY ROAD N 4.6 KM (2.85 MI) TO THE STATION LOCATED 32 FEET (9.8 M)
 AB8477'EAST OF ROAD, 600 FEET (182.9 M) SOUTH OF SHARP CURVE IN ROAD, 90 FEET
 AB8477'(27.4 M) SOUTH OF CURVE SIGN.  THE STATION IS LOCATED ON WISCONSIN
 AB8477'DEPARTMENT OF NATURAL RESOURCES LAND.  FIBERGLASS WITNESS POST SET 2
 AB8477'FEET (0.6 M) EAST OF THE STATION.  THE STATION MARKER IS SET IN A 30
 AB8477'CM ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5663 ***********************************************************************
 DH5663  DESIGNATION -  LINCOLN W GPS
 DH5663  PID         -  DH5663
 DH5663  STATE/COUNTY-  WI/ADAMS
 DH5663  USGS QUAD   -  GRAND MARSH (1981)
 DH5663
 DH5663                         *CURRENT SURVEY CONTROL
 DH5663  ___________________________________________________________________
 DH5663* NAD 83(1997)-  43 55 12.74261(N)    089 41 51.98046(W)     ADJUSTED  
 DH5663* NAVD 88     -                                                        
 DH5663  ___________________________________________________________________
 DH5663  X           -      24,273.926 (meters)                     COMP
 DH5663  Y           -  -4,601,764.916 (meters)                     COMP
 DH5663  Z           -   4,401,900.514 (meters)                     COMP
 DH5663  LAPLACE CORR-          -3.98  (seconds)                    DEFLEC99
 DH5663  ELLIP HEIGHT-         275.14  (meters)          (08/01/05) GPS OBS
 DH5663  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 DH5663
 DH5663  HORZ ORDER  -  FIRST
 DH5663  ELLP ORDER  -  SECOND    CLASS I
 DH5663
 DH5663.The horizontal coordinates were established by GPS observations
 DH5663.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5663
 DH5663
 DH5663.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5663
 DH5663.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5663
 DH5663.The ellipsoidal height was determined by GPS observations
 DH5663.and is referenced to NAD 83.
 DH5663
 DH5663.The geoid height was determined by GEOID03.
 DH5663
 DH5663;                    North         East     Units Scale Factor Converg.
 DH5663;SPC WI S     -   213,365.250   624,272.297   MT  0.99997354   +0 12 27.6
 DH5663;SPC WI S     -   700,015.82  2,048,133.36   sFT  0.99997354   +0 12 27.6
 DH5663;UTM  16      - 4,866,548.638   283,415.703   MT  1.00017698   -1 52 19.4
 DH5663
 DH5663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5663!SPC WI S     -   0.99995686  x   0.99997354  =   0.99993040
 DH5663!UTM  16      -   0.99995686  x   1.00017698  =   1.00013383
 DH5663
 DH5663                          SUPERSEDED SURVEY CONTROL
 DH5663
 DH5663.No superseded survey control is available for this station.
 DH5663
 DH5663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP8341666549(NAD 83)
 DH5663_MARKER: DD = SURVEY DISK
 DH5663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5663_STAMPING: LINCOLN W GPS 2004
 DH5663_MARK LOGO: WIDT  
 DH5663_PROJECTION: FLUSH
 DH5663_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5663+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5663
 DH5663  HISTORY     - Date     Condition        Report By
 DH5663  HISTORY     - 2003     MONUMENTED       WIDT
 DH5663
 DH5663                          STATION DESCRIPTION
 DH5663
 DH5663'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5663'OWNERSHIP--TOWN OF LINCOLN.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5663'COUNTY HIGHWAY  B AND COUNTY HIGHWAY E WEST WITH COUNTY HIGHWAY E EAST
 DH5663'AND EAGLE COURT ABOUT 6 MI  SOUTHEAST OF THE CITY OF ADAMS, GO EAST ON
 DH5663'COUNTY HIGHWAY E EAST FOR 0.95 MI TO 6TH  AVENUE, TURN LEFT AND GO
 DH5663'NORTH ON 6TH AVENUE FOR 1.5 MI TO DYKE AVENUE, CONTINUE NORTH  ON 6TH
 DH5663'AVENUE FOR 0.8 MI TO THE STATION ON THE RIGHT.  THE STATION IS A
 DH5663'BRONZE WISCONSIN  DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DH5663'STATION DISK SET IN THE TOP OF A  41-CM DIAMETER CONCRETE POST ABOUT
 DH5663'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 7.7 M  EAST OF THE
 DH5663'CENTERLINE OF 6TH AVENUE, 62 M SOUTHEAST OF A POWERPOLE, 35.4 M
 DH5663'NORTHEAST  OF A POWERPOLE, 1.1 M SOUTH OF AN ORANGE 4X4 PLASTIC
 DH5663'WITNESS POST, 0.9 M NORTH OF AN  ORANGE 4X4 PLASTIC WITNESS POST, AND
 DH5663'0.5 M WEST OF A BARBED WIRE FENCE.  ---NOTE---THIS  STATION HAS NO
 DH5663'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH5663'HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0451 ***********************************************************************
 QN0451  DESIGNATION -  LIND
 QN0451  PID         -  QN0451
 QN0451  STATE/COUNTY-  WI/PRICE
 QN0451  USGS QUAD   -  BRANTWOOD (1979)
 QN0451
 QN0451                         *CURRENT SURVEY CONTROL
 QN0451  ___________________________________________________________________
 QN0451* NAD 83(1991)-  45 35 05.76874(N)    090 07 20.16700(W)     ADJUSTED  
 QN0451* NAVD 88     -       510.     (meters)    1673.     (feet)  SCALED    
 QN0451  ___________________________________________________________________
 QN0451  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 QN0451  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 QN0451
 QN0451  HORZ ORDER  -  FIRST
 QN0451
 QN0451.The horizontal coordinates were established by classical geodetic methods
 QN0451.and adjusted by the National Geodetic Survey in November 1991..
 QN0451
 QN0451.The orthometric height was scaled from a topographic map.
 QN0451
 QN0451.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0451
 QN0451.The geoid height was determined by GEOID03.
 QN0451
 QN0451;                    North         East     Units Scale Factor Converg.
 QN0451;SPC WI N     -    46,495.370   590,458.136   MT  0.99999673   -0 05 17.5
 QN0451;SPC WI N     -   152,543.56  1,937,194.73   sFT  0.99999673   -0 05 17.5
 QN0451;SPC WI C     -   194,652.736   590,457.940   MT  1.00001728   -0 05 10.6
 QN0451;SPC WI C     -   638,623.18  1,937,194.09   sFT  1.00001728   -0 05 10.6
 QN0451;UTM  15      - 5,051,961.216   724,487.850   MT  1.00021963   +2 03 23.0
 QN0451
 QN0451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0451!SPC WI N     -   0.99992486  x   0.99999673  =   0.99992159
 QN0451!SPC WI C     -   0.99992486  x   1.00001728  =   0.99994214
 QN0451!UTM  15      -   0.99992486  x   1.00021963  =   1.00014447
 QN0451
 QN0451|---------------------------------------------------------------------|
 QN0451| PID    Reference Object                     Distance      Geod. Az  |
 QN0451|                                                           dddmmss.s |
 QN0451| CJ5251 LIND RM 1                            23.609 METERS 09539     |
 QN0451| CJ5250 LIND AZ MK                                         1060510.1 |
 QN0451| CJ5252 LIND RM 2                            34.214 METERS 21527     |
 QN0451|---------------------------------------------------------------------|
 QN0451
 QN0451                          SUPERSEDED SURVEY CONTROL
 QN0451
 QN0451  NAD 83(1986)-  45 35 05.76444(N)    090 07 20.16207(W) AD(       ) 1
 QN0451  NAD 27      -  45 35 05.90100(N)    090 07 19.62200(W) AD(       ) 1
 QN0451
 QN0451.Superseded values are not recommended for survey control.
 QN0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0451.See file dsdata.txt to determine how the superseded data were derived.
 QN0451
 QN0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL2448851961(NAD 83)
 QN0451_MARKER: DS = TRIANGULATION STATION DISK
 QN0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0451
 QN0451  HISTORY     - Date     Condition        Report By
 QN0451  HISTORY     - 1952     MONUMENTED       CGS
 QN0451
 QN0451                          STATION DESCRIPTION
 QN0451
 QN0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QN0451'THE STATION IS LOCATED ABOUT 8.5 MILES NORTHEAST OF PRENTICE,
 QN0451'6.5 MILES NORTHWEST OF TRIPOLI, 1.5 MILES NORTH OF BRANTWOOD
 QN0451'AND ON A HILL IN THE BARNYARD OF THE FARM OF MR. HENRY LIND.
 QN0451'
 QN0451'TO REACH THE POST OFFICE IN TRIPOLI, GO WEST ON U.S. HIGHWAY
 QN0451'8 FOR 6 MILES TO A CROSSROAD AT THE STATE GRADE SCHOOL, TURN
 QN0451'RIGHT AND GO 2 MILES, PASSING THROUGH THE VILLAGE OF BRANTWOOD,
 QN0451'TO A T-INTERSECTION.  THE AZIMUTH MARK IS LOCATED BY THIS
 QN0451'INTERSECTION, AS DESCRIBED BELOW, TURN LEFT AND GO 0.2 MILE TO
 QN0451'THE HOUSE OF MR. LIND AND THE STATION SITE IN THE BARNYARD TO
 QN0451'THE NORTH.
 QN0451'
 QN0451'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 QN0451'POST PROJECTING 3 INCHES.  IT IS 70 FEET NORTHWEST OF THE
 QN0451'NORTHWEST CORNER OF THE BARN, 42 FEET NORTH OF A FENCELINE
 QN0451'AND 34 FEET SOUTH OF A FENCELINE.  THE MARK IS STAMPED LIND
 QN0451'1952.
 QN0451'
 QN0451'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 QN0451'POST PROJECTING 3 INCHES.  IT IS 76 FEET NORTHWEST OF THE
 QN0451'NORTHEAST CORNER OF THE BARN AND 1 FOOT EAST OF A FENCELINE.
 QN0451'THE MARK IS STAMPED LIND NO 1 1952.
 QN0451'
 QN0451'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 QN0451'POST AND PROJECTING 2 INCHES.  IT IS 57 FEET NORTHWEST OF
 QN0451'A DRIVEWAY TURN-AROUND, 1 FOOT EAST OF THE SOUTHEAST CORNER OF
 QN0451'A GARAGE AND 60 FEET SOUTH OF A FENCELINE.  THE MARK IS STAMPED
 QN0451'LIND NO 2 1952.
 QN0451'
 QN0451'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 QN0451'POST PROJECTING 4 INCHES.  IT IS 67 FEE WEST OF THE CENTER OF
 QN0451'A TRIANGULAR SHAPED PLOT FORMED BY THE T-INTERSECTION, 21.5
 QN0451'FEET SOUTH OF THE CENTERLINE OF A GRAVEL ROAD AND 2 FEET
 QN0451'SOUTH OF A WITNESS POST.  THE MARK IS STAMPED LIND 1952.
 QN0451'
 QN0451'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7411 ***********************************************************************
 DE7411  DESIGNATION -  LIND E GPS
 DE7411  PID         -  DE7411
 DE7411  STATE/COUNTY-  WI/WAUPACA
 DE7411  USGS QUAD   -  WEYAUWEGA (1982)
 DE7411
 DE7411                         *CURRENT SURVEY CONTROL
 DE7411  ___________________________________________________________________
 DE7411* NAD 83(1997)-  44 17 18.90465(N)    088 59 48.66802(W)     ADJUSTED  
 DE7411* NAVD 88     -       258.095  (meters)     846.77   (feet)  ADJUSTED  
 DE7411  ___________________________________________________________________
 DE7411  X           -      80,066.341 (meters)                     COMP
 DE7411  Y           -  -4,572,601.148 (meters)                     COMP
 DE7411  Z           -   4,431,256.645 (meters)                     COMP
 DE7411  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 DE7411  ELLIP HEIGHT-         221.70  (meters)          (06/11/03) GPS OBS
 DE7411  GEOID HEIGHT-         -36.39  (meters)                     GEOID03
 DE7411  DYNAMIC HT  -         258.049 (meters)     846.62  (feet)  COMP
 DE7411  MODELED GRAV-     980,434.8   (mgal)                       NAVD 88
 DE7411
 DE7411  HORZ ORDER  -  FIRST
 DE7411  VERT ORDER  -  SECOND    CLASS I
 DE7411  ELLP ORDER  -  THIRD     CLASS I
 DE7411
 DE7411.The horizontal coordinates were established by GPS observations
 DE7411.and adjusted by the National Geodetic Survey in June 2003..
 DE7411
 DE7411.The orthometric height was determined by differential leveling
 DE7411.and adjusted by the National Geodetic Survey in May 2003..
 DE7411
 DE7411.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7411
 DE7411.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7411
 DE7411.The ellipsoidal height was determined by GPS observations
 DE7411.and is referenced to NAD 83.
 DE7411
 DE7411.The geoid height was determined by GEOID03.
 DE7411
 DE7411.The dynamic height is computed by dividing the NAVD 88
 DE7411.geopotential number by the normal gravity value computed on the
 DE7411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7411.degrees latitude (g = 980.6199 gals.).
 DE7411
 DE7411.The modeled gravity was interpolated from observed gravity values.
 DE7411
 DE7411;                    North         East     Units Scale Factor Converg.
 DE7411;SPC WI C     -    51,081.288   680,065.050   MT  0.99999293   +0 42 28.1
 DE7411;SPC WI C     -   167,589.19  2,231,180.08   sFT  0.99999293   +0 42 28.1
 DE7411;UTM  16      - 4,905,865.098   340,681.326   MT  0.99991217   -1 23 40.7
 DE7411
 DE7411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7411!SPC WI C     -   0.99996524  x   0.99999293  =   0.99995817
 DE7411!UTM  16      -   0.99996524  x   0.99991217  =   0.99987741
 DE7411
 DE7411                          SUPERSEDED SURVEY CONTROL
 DE7411
 DE7411  NAVD 88 (06/11/03)  258.10   (m)          846.8    (f) LEVELING    3  
 DE7411
 DE7411.Superseded values are not recommended for survey control.
 DE7411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7411.See file dsdata.txt to determine how the superseded data were derived.
 DE7411
 DE7411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ4068105865(NAD 83)
 DE7411_MARKER: DD = SURVEY DISK
 DE7411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7411_STAMPING: LIND E GPS 2001
 DE7411_MARK LOGO: WIDT  
 DE7411_PROJECTION: FLUSH
 DE7411_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7411+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 DE7411
 DE7411  HISTORY     - Date     Condition        Report By
 DE7411  HISTORY     - 2000     MONUMENTED       WIDT
 DE7411  HISTORY     - 20030702 GOOD             USPSQD
 DE7411  HISTORY     - 2004     GOOD             WIDT
 DE7411  HISTORY     - 20050622 GOOD             WIDT
 DE7411
 DE7411                          STATION DESCRIPTION
 DE7411
 DE7411'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7411'THE STATION IS LOCATED ABOUT 47 KM WEST OF APPLETON, 11 KM
 DE7411'WEST-NORTHWEST OF FREMONT AND 10 KM  SOUTHEAST OF WAUPACA.
 DE7411'OWNERSHIP--TOWN OF LIND.  TO REACH THE STATION FROM THE JUNCTION OF
 DE7411'US HIGHWAY 10 WITH STATE HIGHWAY 22 AND STATE HIGHWAY 54 ABOUT 2 KM
 DE7411'SOUTH OF THE CITY OF WAUPACA, GO EAST ON US HIGHWAY 10 FOR 6.9 KM TO
 DE7411'HOLIDAY ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH ON HOLIDAY ROAD
 DE7411'FOR 2.4 KM TO BALCOM ROAD ON THE LEFT, CONTINUE SOUTH ON HOLIDAY ROAD
 DE7411'FOR 1.5 KM TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DE7411'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DE7411'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DE7411'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION
 DE7411'IS 7.4 M WEST OF THE CENTERLINE OF HOLIDAY ROAD, 90 M NORTH OF THE
 DE7411'CENTERLINE OF COUNTY HIGHWAY X, 48.5 M SOUTHWEST OF POWER POLE
 DE7411'--78-2504--, 37.2 M NORTHWEST OF POWER POLE --78-2503--, 1 M EAST OF
 DE7411'A CULTIVATED FIELD, AND 0.5 M EAST OF WHITE PLASTIC WITNESS POST.
 DE7411'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7411'THAN 15 DEGREES ABOVE THE HORIZON.
 DE7411
 DE7411                          STATION RECOVERY (2003)
 DE7411
 DE7411'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7411'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.2 MILE NORTH OF
 DE7411'THE JUNCTION OF COUNTH HIGHWAY EE AND COUNTY HIGHWAY X.
 DE7411
 DE7411                          STATION RECOVERY (2004)
 DE7411
 DE7411'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 DE7411'RECOVERED AS DESCRIBED. ---NOTE--- THE STATION IS 1.0 M WEST,
 DE7411'NORTHEAST, SOUTHEAST OF THREE ORANGE 4X4 PLASTIC  WITNESS POSTS.
 DE7411
 DE7411                          STATION RECOVERY (2005)
 DE7411
 DE7411'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7411'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M WEST, 1.0 M
 DE7411'NORTHEAST, AND 1.0 M SOUTHEAST OF THREE 4X4 ORANGE PLASTIC GUARD
 DE7411'POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5528 ***********************************************************************
 DH5528  DESIGNATION -  LIND W GPS
 DH5528  PID         -  DH5528
 DH5528  STATE/COUNTY-  WI/WAUPACA
 DH5528  USGS QUAD   -  WAUPACA (1992)
 DH5528
 DH5528                         *CURRENT SURVEY CONTROL
 DH5528  ___________________________________________________________________
 DH5528* NAD 83(1997)-  44 16 48.74758(N)    089 04 20.80421(W)     ADJUSTED  
 DH5528* NAVD 88     -                                                        
 DH5528  ___________________________________________________________________
 DH5528  X           -      74,043.892 (meters)                     COMP
 DH5528  Y           -  -4,573,351.106 (meters)                     COMP
 DH5528  Z           -   4,430,588.735 (meters)                     COMP
 DH5528  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 DH5528  ELLIP HEIGHT-         219.52  (meters)          (08/01/05) GPS OBS
 DH5528  GEOID HEIGHT-         -36.35  (meters)                     GEOID03
 DH5528
 DH5528  HORZ ORDER  -  FIRST
 DH5528  ELLP ORDER  -  SECOND    CLASS I
 DH5528
 DH5528.The horizontal coordinates were established by GPS observations
 DH5528.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5528
 DH5528
 DH5528.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5528
 DH5528.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5528
 DH5528.The ellipsoidal height was determined by GPS observations
 DH5528.and is referenced to NAD 83.
 DH5528
 DH5528.The geoid height was determined by GEOID03.
 DH5528
 DH5528;                    North         East     Units Scale Factor Converg.
 DH5528;SPC WI C     -    50,078.800   674,042.559   MT  0.99999443   +0 39 16.1
 DH5528;SPC WI C     -   164,300.20  2,211,421.30   sFT  0.99999443   +0 39 16.1
 DH5528;UTM  16      - 4,905,084.243   334,626.537   MT  0.99993635   -1 26 50.1
 DH5528
 DH5528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5528!SPC WI C     -   0.99996558  x   0.99999443  =   0.99996001
 DH5528!UTM  16      -   0.99996558  x   0.99993635  =   0.99990193
 DH5528
 DH5528                          SUPERSEDED SURVEY CONTROL
 DH5528
 DH5528.No superseded survey control is available for this station.
 DH5528
 DH5528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ3462705084(NAD 83)
 DH5528_MARKER: DD = SURVEY DISK
 DH5528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5528_STAMPING: LIND W GPS 2004
 DH5528_MARK LOGO: WIDT  
 DH5528_PROJECTION: FLUSH
 DH5528_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5528+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5528
 DH5528  HISTORY     - Date     Condition        Report By
 DH5528  HISTORY     - 2003     MONUMENTED       WIDT
 DH5528
 DH5528                          STATION DESCRIPTION
 DH5528
 DH5528'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5528'OWNERSHIP--TOWNSHIP OF LIND.  TO REACH THE STATION FROM THE  JUNCTION
 DH5528'OF COUNTY HIGHWAY E WITH COUNTY HIGHWAY EE ABOUT 1 MI SOUTH OF THE
 DH5528'CITY OF  WAUPACA, GO SOUTHERLY ON COUNTY HIGHWAY EE FOR 1.8 MI TO
 DH5528'NELSEN ROAD ON THE RIGHT,  TURN RIGHT AND GO WEST ON NELSEN ROAD FOR
 DH5528'0.1 MI TO POPE ROAD ON THE LEFT, TURN LEFT  AND GO SOUTH ON POPE ROAD
 DH5528'FOR 0.9 MI TO LAKE SPENCER ROAD, CONTINUE SOUTH ON POPE  ROAD FOR 0.45
 DH5528'MI TO THE STATION ON THE RIGHT.  THE STATION IS A  BRONZE WISCONSIN
 DH5528'DEPARTMENT OF TRANSPORTATION GEODETIC  SURVEY CONTROL STATION DISK SET
 DH5528'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT  LEVEL WITH THE
 DH5528'ROAD PAVEMENT.  THE STATION IS 6.9 M WEST OF THE CENTERLINE OF POPE
 DH5528'ROAD,  124 M SOUTH-SOUTHWEST OF A TELEPHONE PEDESTAL, 1.0 M EAST OF AN
 DH5528'ORANGE 4X4  PLASTIC WITNESS POST, 1.0 M SOUTHWEST OF AN  ORANGE 4X4
 DH5528'PLASTIC WITNESS POST AND 1.0 M NORTHWEST OF AN ORANGE 4X4 PLASTIC
 DH5528'WITNESS POST.   ---NOTE---THIS  STATION HAS NO VISIBLE  OBSTRUCTIONS
 DH5528'EXTENDING HIGHER THAN 30 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5264 ***********************************************************************
 DH5264  DESIGNATION -  LINDEN C GPS
 DH5264  PID         -  DH5264
 DH5264  STATE/COUNTY-  WI/IOWA
 DH5264  USGS QUAD   -  LINDEN (1952)
 DH5264
 DH5264                         *CURRENT SURVEY CONTROL
 DH5264  ___________________________________________________________________
 DH5264* NAD 83(1997)-  42 56 29.23563(N)    090 15 05.53312(W)     ADJUSTED  
 DH5264* NAVD 88     -                                                        
 DH5264  ___________________________________________________________________
 DH5264  X           -     -20,531.021 (meters)                     COMP
 DH5264  Y           -  -4,676,581.917 (meters)                     COMP
 DH5264  Z           -   4,322,966.525 (meters)                     COMP
 DH5264  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 DH5264  ELLIP HEIGHT-         328.41  (meters)          (08/01/05) GPS OBS
 DH5264  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 DH5264
 DH5264  HORZ ORDER  -  FIRST
 DH5264  ELLP ORDER  -  SECOND    CLASS I
 DH5264
 DH5264.The horizontal coordinates were established by GPS observations
 DH5264.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5264
 DH5264
 DH5264.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5264
 DH5264.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5264
 DH5264.The ellipsoidal height was determined by GPS observations
 DH5264.and is referenced to NAD 83.
 DH5264
 DH5264.The geoid height was determined by GEOID03.
 DH5264
 DH5264;                    North         East     Units Scale Factor Converg.
 DH5264;SPC WI S     -   104,617.777   579,470.728   MT  0.99996455   -0 10 22.2
 DH5264;SPC WI S     -   343,233.49  1,901,146.88   sFT  0.99996455   -0 10 22.2
 DH5264;UTM  15      - 4,757,978.941   724,241.579   MT  1.00021865   +1 52 23.4
 DH5264
 DH5264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5264!SPC WI S     -   0.99994850  x   0.99996455  =   0.99991305
 DH5264!UTM  15      -   0.99994850  x   1.00021865  =   1.00016714
 DH5264
 DH5264                          SUPERSEDED SURVEY CONTROL
 DH5264
 DH5264.No superseded survey control is available for this station.
 DH5264
 DH5264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH2424257979(NAD 83)
 DH5264_MARKER: DD = SURVEY DISK
 DH5264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5264_STAMPING: LINDEN C GPS 2004
 DH5264_MARK LOGO: WIDT  
 DH5264_PROJECTION: FLUSH
 DH5264_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5264+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5264
 DH5264  HISTORY     - Date     Condition        Report By
 DH5264  HISTORY     - 2003     MONUMENTED       WIDT
 DH5264
 DH5264                          STATION DESCRIPTION
 DH5264
 DH5264'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5264'OWNERSHIP--IOWA COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF US
 DH5264'HIGHWAY 18 WITH  STATE HIGHWAY 39 ABOUT 0.05 MI WEST OF THE COMMUNITY
 DH5264'OF EDMUND, GO SOUTH ON STATE  HIGHWAY 39 FOR 1.8 MI TO COUNTY HIGHWAY
 DH5264'B ON THE LEFT, TURN LEFT AND GO EAST ON COUNTY  HIGHWAY B FOR 1.0 MI
 DH5264'TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DH5264'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH5264'IN THE TOP OF A  41-CM DIAMETER CONCRETE POST ABOUT 1 M ABOVE THE
 DH5264'HIGHWAY PAVEMENT.  THE STATION IS 8.1  M SOUTH OF THE CENTERLINE OF
 DH5264'COUNTY HIGHWAY B, 50.1 M WEST OF THE CENTERLINE OF SUNNY  SLOPE ROAD,
 DH5264'1 M NORTH OF A BARBED WIRE FENCE, 1.0 M EAST OF AN ORANGE 4X4 PLASTIC
 DH5264'WITNESS POST, AND 1.0 M WEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DH5264'---NOTE---THIS STATION  HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH5264'THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5191 ***********************************************************************
 DH5191  DESIGNATION -  LINDINA E GPS
 DH5191  PID         -  DH5191
 DH5191  STATE/COUNTY-  WI/JUNEAU
 DH5191  USGS QUAD   -  MAUSTON (1983)
 DH5191
 DH5191                         *CURRENT SURVEY CONTROL
 DH5191  ___________________________________________________________________
 DH5191* NAD 83(1997)-  43 45 36.64334(N)    090 06 12.01898(W)     ADJUSTED  
 DH5191* NAVD 88     -                                                        
 DH5191  ___________________________________________________________________
 DH5191  X           -      -8,322.012 (meters)                     COMP
 DH5191  Y           -  -4,614,109.598 (meters)                     COMP
 DH5191  Z           -   4,389,048.483 (meters)                     COMP
 DH5191  LAPLACE CORR-          -5.54  (seconds)                    DEFLEC99
 DH5191  ELLIP HEIGHT-         236.33  (meters)          (08/01/05) GPS OBS
 DH5191  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 DH5191
 DH5191  HORZ ORDER  -  FIRST
 DH5191  ELLP ORDER  -  SECOND    CLASS I
 DH5191
 DH5191.The horizontal coordinates were established by GPS observations
 DH5191.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5191
 DH5191
 DH5191.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5191
 DH5191.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5191
 DH5191.The ellipsoidal height was determined by GPS observations
 DH5191.and is referenced to NAD 83.
 DH5191
 DH5191.The geoid height was determined by GEOID03.
 DH5191
 DH5191;                    North         East     Units Scale Factor Converg.
 DH5191;SPC WI S     -   195,546.569   591,678.692   MT  0.99995214   -0 04 15.6
 DH5191;SPC WI S     -   641,555.70  1,941,199.18   sFT  0.99995214   -0 04 15.6
 DH5191;UTM  15      - 4,849,315.460   733,175.097   MT  1.00026880   +2 00 15.7
 DH5191
 DH5191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5191!SPC WI S     -   0.99996294  x   0.99995214  =   0.99991508
 DH5191!UTM  15      -   0.99996294  x   1.00026880  =   1.00023173
 DH5191
 DH5191                          SUPERSEDED SURVEY CONTROL
 DH5191
 DH5191.No superseded survey control is available for this station.
 DH5191
 DH5191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ3317549315(NAD 83)
 DH5191_MARKER: DD = SURVEY DISK
 DH5191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5191_STAMPING: LINDINA E GPS 2004
 DH5191_MARK LOGO: WIDT  
 DH5191_PROJECTION: FLUSH
 DH5191_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5191+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5191
 DH5191  HISTORY     - Date     Condition        Report By
 DH5191  HISTORY     - 2003     MONUMENTED       WIDT
 DH5191
 DH5191                          STATION DESCRIPTION
 DH5191
 DH5191'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5191'OWNERSHIP--TOWN OF LINDINA.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5191'STATE HIGHWAY  58 WITH COUNTY HIGHWAY O ABOUT 4 MI SOUTH OF THE CITY
 DH5191'OF MAUSTON, GO NORTH ON STATE  HIGHWAY 58 FOR 1.7 MI TO DONLIN ROAD ON
 DH5191'THE LEFT, TURN LEFT AND GO WEST ON DONLIN ROAD  FOR 1.2 MI TO THE
 DH5191'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH5191'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH5191'A 41-CM DIAMETER  CONCRETE POST ABOUT 1 M BELOW THE ROAD PAVEMENT.
 DH5191'THE STATION IS 6.8 M NORTH OF THE  CENTERLINE OF DONLIN ROAD, 1.6 M
 DH5191'SOUTHEAST OF A WOOD POST FOR TWO FENCE LINES, 97 M  EAST OF A WOOD
 DH5191'POST FOR A --STOP AHEAD-- SIGN, 1.3 M SOUTH OF A BARBED WIRE FENCE,
 DH5191'1.0 M  EAST OF AN ORANGE 4X4 PLASTIC WITNESS POST, AND 1.0 M WEST OF
 DH5191'AN ORANGE 4X4 PLASTIC  WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DH5191'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN  15  DEGREES ABOVE THE
 DH5191'HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0120 ***********************************************************************
 QN0120  DESIGNATION -  LINN
 QN0120  PID         -  QN0120
 QN0120  STATE/COUNTY-  WI/RUSK
 QN0120  USGS QUAD   -  SHELDON (1971)
 QN0120
 QN0120                         *CURRENT SURVEY CONTROL
 QN0120  ___________________________________________________________________
 QN0120* NAD 83(1991)-  45 19 23.54041(N)    090 58 01.43665(W)     ADJUSTED  
 QN0120* NAVD 88     -       348.078  (meters)    1141.99   (feet)  ADJUSTED  
 QN0120  ___________________________________________________________________
 QN0120  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 QN0120  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 QN0120  DYNAMIC HT  -         348.063 (meters)    1141.94  (feet)  COMP
 QN0120  MODELED GRAV-     980,561.9   (mgal)                       NAVD 88
 QN0120
 QN0120  HORZ ORDER  -  FIRST
 QN0120  VERT ORDER  -  FIRST     CLASS II
 QN0120
 QN0120.The horizontal coordinates were established by classical geodetic methods
 QN0120.and adjusted by the National Geodetic Survey in November 1991..
 QN0120
 QN0120.The orthometric height was determined by differential leveling
 QN0120.and adjusted by the National Geodetic Survey in June 1991..
 QN0120
 QN0120.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0120
 QN0120.The geoid height was determined by GEOID03.
 QN0120
 QN0120.The dynamic height is computed by dividing the NAVD 88
 QN0120.geopotential number by the normal gravity value computed on the
 QN0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0120.degrees latitude (g = 980.6199 gals.).
 QN0120
 QN0120.The modeled gravity was interpolated from observed gravity values.
 QN0120
 QN0120;                    North         East     Units Scale Factor Converg.
 QN0120;SPC WI C     -   166,008.374   524,183.810   MT  0.99997112   -0 40 56.4
 QN0120;SPC WI C     -   544,645.81  1,719,759.72   sFT  0.99997112   -0 40 56.4
 QN0120;UTM  15      - 5,020,865.771   659,322.625   MT  0.99991211   +1 26 45.2
 QN0120
 QN0120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0120!SPC WI C     -   0.99995021  x   0.99997112  =   0.99992133
 QN0120!UTM  15      -   0.99995021  x   0.99991211  =   0.99986232
 QN0120
 QN0120|---------------------------------------------------------------------|
 QN0120| PID    Reference Object                     Distance      Geod. Az  |
 QN0120|                                                           dddmmss.s |
 QN0120| CJ5253 LINN RM                               8.871 METERS 00655     |
 QN0120|---------------------------------------------------------------------|
 QN0120
 QN0120                          SUPERSEDED SURVEY CONTROL
 QN0120
 QN0120  NAD 83(1986)-  45 19 23.53567(N)    090 58 01.43560(W) AD(       ) 1
 QN0120  NAD 27      -  45 19 23.63500(N)    090 58 00.95700(W) AD(       ) 1
 QN0120  NGVD 29 (??/??/92)  348.089  (m)         1142.02   (f) ADJ UNCH    1 2
 QN0120
 QN0120.Superseded values are not recommended for survey control.
 QN0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0120.See file dsdata.txt to determine how the superseded data were derived.
 QN0120
 QN0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL5932320866(NAD 83)
 QN0120_MARKER: DS = TRIANGULATION STATION DISK
 QN0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0120_STAMPING: LINN 1921
 QN0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0120+STABILITY: SURFACE MOTION
 QN0120
 QN0120  HISTORY     - Date     Condition        Report By
 QN0120  HISTORY     - 1921     MONUMENTED       CGS
 QN0120  HISTORY     - 1930     GOOD             CGS
 QN0120  HISTORY     - 1930     GOOD             NGS
 QN0120  HISTORY     - 1934     GOOD             CGS
 QN0120  HISTORY     - 1934     GOOD             CGS
 QN0120  HISTORY     - 1934     GOOD             NGS
 QN0120  HISTORY     - 1952     SEE DESCRIPTION  CGS
 QN0120  HISTORY     - 20031104 MARK NOT FOUND   WIDT
 QN0120  HISTORY     - 20041006 MARK NOT FOUND   WIDT
 QN0120
 QN0120                          STATION DESCRIPTION
 QN0120
 QN0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0120'ABOUT 1 MILE NORTH OF SHELDON, ON THE EXTENSION OF THE WEST
 QN0120'RAIL FROM THE NORTH AT THE FIRST CURVE NORTH OF SHELDON, 700
 QN0120'METERS SOUTH OF RAILROAD TRESTLE K-341-A, 450 METERS SOUTH
 QN0120'OF WAGON-ROAD CROSSING AND 100 METERS NORTH OF THE POINT OF
 QN0120'TANGENCY AT THE SOUTH END OF ABOVE MENTIONED CURVE, AND
 QN0120'7.11 METERS (23.33 FEET) EAST OF THE EAST RAIL OF THE
 QN0120'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY.
 QN0120'
 QN0120'REFERENCE MARK ON SAME EAST SIDE OF TRACK.
 QN0120
 QN0120                          STATION RECOVERY (1930)
 QN0120
 QN0120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 QN0120'THE MARK WAS FOUND AS DESCRIBED.  THE DESCRIPTION IS ADEQUATE.
 QN0120'THE MARK IS IN GOOD CONDITION.
 QN0120
 QN0120                          STATION RECOVERY (1930)
 QN0120
 QN0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1930
 QN0120'1.1 MI N FROM SHELDON.
 QN0120'1.1 MILES NORTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QN0120'MARIE RAILWAY FROM THE STATION AT SHELDON, RUSK COUNTY, 0.4
 QN0120'MILE SOUTH OF TRESTLE K-341-A, 0.3 MILE SOUTH OF A ROAD CROSSING,
 QN0120'AT THE FIRST CURVE NORTH OF SHELDON, ABOUT 328 FEET NORTH OF
 QN0120'THE SOUTH POINT OF TANGENCY, IN LINE WITH THE WEST RAIL OF THE
 QN0120'NORTH TANGENT, AND 23 FEET EAST OF THE EAST RAIL.  A STANDARD
 QN0120'TRIANGLATION-STATION DISK, STAMPED LINN 1921 AND SET IN THE TOP
 QN0120'OF A CONCRETE POST.
 QN0120
 QN0120                          STATION RECOVERY (1934)
 QN0120
 QN0120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WM)
 QN0120'STATION FOUND AS DESCRIBED.  STATION MARK IN GOOD CONDITION BUT
 QN0120'REFERENCE MARK WAS LOOSE.
 QN0120
 QN0120                          STATION RECOVERY (1934)
 QN0120
 QN0120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QN0120'STATION LYNN 1921 IS EAST-SOUTHEAST OF MINNIE R.M. NO. 1,
 QN0120'23 FEET EAST OF EAST RAIL, 110 YARDS NORTH OF THE POINT OF
 QN0120'TANGENCY OF THE SOUTH END OF THE CURVE AT APPROXIMATELY THE
 QN0120'SOUTH EDGE OF A SMALL BUNCH OF BIRCH TREES ON THE EAST SIDE OF THE
 QN0120'TRACK.
 QN0120'
 QN0120'REACHED FROM MINNIE R.M. NO. 1, BY GOING SOUTH ON DIRT ROAD
 QN0120'0.65 MILE TO CROSSROADS, THENCE EAST 1.75 MILES TO CROSSROADS,
 QN0120'THENCE SOUTH 0.55 MILE TO RAILROAD TRACK.  GO SOUTHEAST DOWN
 QN0120'RAILROAD TRACK ABOUT 500 YARDS TO STATION.
 QN0120
 QN0120                          STATION RECOVERY (1934)
 QN0120
 QN0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QN0120'RECOVERED IN GOOD CONDITION.
 QN0120
 QN0120                          STATION RECOVERY (1952)
 QN0120
 QN0120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QN0120'THE SURFACE MARK WAS DESTROYED AND A NEW SURFACE MARK WAS
 QN0120'ESTABLISHED IN THE EXACT ORIGINAL LOCATION AND WAS STAMPED
 QN0120'LINN 1921 1952.
 QN0120'
 QN0120'THE STATION IS LOCATED ABOUT 9 MILES SE OF LADYSMITH AND ON
 QN0120'THE RIGHT-OF-WAY OF THE SOO LINE RAILROAD.
 QN0120'
 QN0120'TO REACH THE STATION FROM CONRATH.  GO S ON GRAVEL ROAD FOR
 QN0120'2.5 MILES TO A SIDE ROAD LEFT, TURN LEFT (E) FOR 1.0 MILE
 QN0120'TO A T-ROAD, TURN RIGHT (S) FOR 1.5 MILES TO A CROSSROADS,
 QN0120'TURN LEFT (E) FOR 1.75 MILES TO A CROSSROADS, TURN RIGHT (S)
 QN0120'FOR 0.55 MILE TO A RAILROAD CROSSING.  FROM HERE WALK SE UP
 QN0120'TRACKS FOR ABOUT 500 YARDS TO THE STATION ON THE LEFT AS
 QN0120'DESCRIBED.
 QN0120'
 QN0120'STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 QN0120'MONUMENT THAT PROJECTS 4 INCHES.  IT IS 27 FEET SW OF A
 QN0120'FENCE LINE, AND 20 FEET NE OF THE NE RAIL.
 QN0120'
 QN0120'THIS STATION WAS NOT OCCUPIED BY AN OBSERVING PARTY AT THIS
 QN0120'TIME.  IT WAS USED AS AN AZIMUTH MARK AT STATION MINNIE R.M.
 QN0120
 QN0120                          STATION RECOVERY (2003)
 QN0120
 QN0120'RECOVERY NOTE BY WI DEPT OF TRANSP 2003
 QN0120'MARK NOT FOUND.
 QN0120
 QN0120                          STATION RECOVERY (2004)
 QN0120
 QN0120'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0120'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4907 ***********************************************************************
 DG4907  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4907  DESIGNATION -  LINN E GPS
 DG4907  PID         -  DG4907
 DG4907  STATE/COUNTY-  WI/WALWORTH
 DG4907  USGS QUAD   -  LAKE GENEVA (1976)
 DG4907
 DG4907                         *CURRENT SURVEY CONTROL
 DG4907  ___________________________________________________________________
 DG4907* NAD 83(1997)-  42 32 44.35436(N)    088 26 21.16417(W)     ADJUSTED  
 DG4907* NAVD 88     -       282.93   (meters)     928.2    (feet)  GPS OBS   
 DG4907  ___________________________________________________________________
 DG4907  X           -     128,190.974 (meters)                     COMP
 DG4907  Y           -  -4,704,665.967 (meters)                     COMP
 DG4907  Z           -   4,290,620.641 (meters)                     COMP
 DG4907  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 DG4907  ELLIP HEIGHT-         248.82  (meters)          (04/02/04) GPS OBS
 DG4907  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 DG4907
 DG4907  HORZ ORDER  -  FIRST
 DG4907  ELLP ORDER  -  FOURTH    CLASS I
 DG4907
 DG4907.The horizontal coordinates were established by GPS observations
 DG4907.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4907
 DG4907.The orthometric height was determined by GPS observations and a
 DG4907.high-resolution geoid model using precise GPS observation and
 DG4907.processing techniques.
 DG4907
 DG4907.Photographs are available for this station.
 DG4907
 DG4907.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4907
 DG4907.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4907
 DG4907.The ellipsoidal height was determined by GPS observations
 DG4907.and is referenced to NAD 83.
 DG4907
 DG4907.The geoid height was determined by GEOID03.
 DG4907
 DG4907;                    North         East     Units Scale Factor Converg.
 DG4907;SPC WI S     -    61,818.063   728,199.879   MT  1.00004312   +1 04 20.7
 DG4907;SPC WI S     -   202,814.76  2,389,102.44   sFT  1.00004312   +1 04 20.7
 DG4907;UTM  16      - 4,711,366.113   381,830.473   MT  0.99977180   -0 58 23.8
 DG4907
 DG4907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4907!SPC WI S     -   0.99996098  x   1.00004312  =   1.00000410
 DG4907!UTM  16      -   0.99996098  x   0.99977180  =   0.99973279
 DG4907
 DG4907                          SUPERSEDED SURVEY CONTROL
 DG4907
 DG4907.No superseded survey control is available for this station.
 DG4907
 DG4907_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8183011366(NAD 83)
 DG4907_MARKER: DD = SURVEY DISK
 DG4907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4907_STAMPING: LINN E GPS 2002
 DG4907_MARK LOGO: WIDT  
 DG4907_PROJECTION: FLUSH
 DG4907_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4907+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4907
 DG4907  HISTORY     - Date     Condition        Report By
 DG4907  HISTORY     - 2001     MONUMENTED       WIDT
 DG4907
 DG4907                          STATION DESCRIPTION
 DG4907
 DG4907'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4907'THE STATION IS LOCATED ABOUT 50 KM SOUTHEAST OF JANESVILLE, 7 KM
 DG4907'NORTHEAST OF ZENDA AND 6 KM SOUTH OF LAKE GENEVA.  OWNERSHIP--TOWNSHIP
 DG4907'OF LINN.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 50
 DG4907'WITH STATE HIGHWAY 120 IN THE CITY OF LAKE GENEVA, GO SOUTH ON STATE
 DG4907'HIGHWAY 120 FOR 5.8 KM TO WILLOW ROAD, TURN LEFT AND GO EAST ON WILLOW
 DG4907'ROAD FOR 0.3 KM TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DG4907'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DG4907'DISK SET IN THE TOP OF A 41-CM  DIAMETER CONCRETE POST SET TO A DEPTH
 DG4907'OF 2.4 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 7.3 M
 DG4907'NORTH OF THE CENTERLINE OF WILLOW ROAD, 1.3 KM WEST OF WEST SIDE ROAD,
 DG4907'18.1 M EAST OF METAL POST FOR --STOP AHEAD-- SIGN, AND 1 M SOUTH OF
 DG4907'CULTIVATED FIELD.  ---NOTE---THE STATION IS SOUTH, NORTHWEST AND
 DG4907'NORTHEAST OF AN ORANGE PLASTIC 4X4 WITNESS POST.  ---NOTE2---THIS
 DG4907'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DG4907'ABOVE THE HORIZON.
 DG4907' 
 DG4907'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4908 ***********************************************************************
 DG4908  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4908  DESIGNATION -  LINN W GPS
 DG4908  PID         -  DG4908
 DG4908  STATE/COUNTY-  WI/WALWORTH
 DG4908  USGS QUAD   -  WALWORTH (1994)
 DG4908
 DG4908                         *CURRENT SURVEY CONTROL
 DG4908  ___________________________________________________________________
 DG4908* NAD 83(1997)-  42 32 37.48681(N)    088 30 07.03641(W)     ADJUSTED  
 DG4908* NAVD 88     -       308.04   (meters)    1010.6    (feet)  GPS OBS   
 DG4908  ___________________________________________________________________
 DG4908  X           -     123,043.240 (meters)                     COMP
 DG4908  Y           -  -4,704,965.318 (meters)                     COMP
 DG4908  Z           -   4,290,481.543 (meters)                     COMP
 DG4908  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 DG4908  ELLIP HEIGHT-         274.01  (meters)          (04/02/04) GPS OBS
 DG4908  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 DG4908
 DG4908  HORZ ORDER  -  FIRST
 DG4908  ELLP ORDER  -  FOURTH    CLASS I
 DG4908
 DG4908.The horizontal coordinates were established by GPS observations
 DG4908.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4908
 DG4908.The orthometric height was determined by GPS observations and a
 DG4908.high-resolution geoid model using precise GPS observation and
 DG4908.processing techniques.
 DG4908
 DG4908.Photographs are available for this station.
 DG4908
 DG4908.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4908
 DG4908.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4908
 DG4908.The ellipsoidal height was determined by GPS observations
 DG4908.and is referenced to NAD 83.
 DG4908
 DG4908.The geoid height was determined by GEOID03.
 DG4908
 DG4908;                    North         East     Units Scale Factor Converg.
 DG4908;SPC WI S     -    61,511.657   723,050.730   MT  1.00004362   +1 01 45.5
 DG4908;SPC WI S     -   201,809.49  2,372,208.94   sFT  1.00004362   +1 01 45.5
 DG4908;UTM  16      - 4,711,243.710   376,675.030   MT  0.99978712   -1 00 56.4
 DG4908
 DG4908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4908!SPC WI S     -   0.99995703  x   1.00004362  =   1.00000065
 DG4908!UTM  16      -   0.99995703  x   0.99978712  =   0.99974416
 DG4908
 DG4908                          SUPERSEDED SURVEY CONTROL
 DG4908
 DG4908.No superseded survey control is available for this station.
 DG4908
 DG4908_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7667511244(NAD 83)
 DG4908_MARKER: DD = SURVEY DISK
 DG4908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4908_STAMPING: LINN W GPS 2002
 DG4908_MARK LOGO: WIDT  
 DG4908_PROJECTION: FLUSH
 DG4908_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4908+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4908
 DG4908  HISTORY     - Date     Condition        Report By
 DG4908  HISTORY     - 2001     MONUMENTED       WIDT
 DG4908
 DG4908                          STATION DESCRIPTION
 DG4908
 DG4908'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4908'THE STATION IS LOCATED ABOUT 45 KM SOUTHEAST OF JANESVILLE, 11 KM
 DG4908'SOUTHWEST OF LAKE GENEVA AND 5 KM NORTHWEST OF ZENDA.  OWNERSHIP--TOWN
 DG4908'OF LINN.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 50
 DG4908'WITH STATE HIGHWAY 120 IN THE CITY OF LAKE GENEVA, GO SOUTH ON STATE
 DG4908'HIGHWAY 120 FOR 5.8 KM TO WILLOW ROAD, TURN RIGHT AND GO WEST ON
 DG4908'WILLOW ROAD FOR 4.8 KM TO MAPLE RIDGE ROAD, TURN LEFT AND GO SOUTH ON
 DG4908'MAPLE RIDGE ROAD FOR 0.16 KM TO THE STATION ON THE RIGHT. THE STATION
 DG4908'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DG4908'CONTROL STATION DISK SET IN THE TOP OF A 41-CM CONCRETE POST SET TO A
 DG4908'DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS
 DG4908'8.8 M WEST OF THE CENTERLINE OF MAPLE RIDGE ROAD, 15.6 M
 DG4908'EAST-SOUTHEAST OF METAL POST FOR --STOP AHEAD-- SIGN, 2.2 M SOUTHWEST
 DG4908'OF POWER POLE --1-17-16  0/20--, AND 1 M EAST OF CULTIVATED FIELD.
 DG4908'---NOTE---THE STATION IS NORTHWEST, SOUTHWEST AND EAST OF AN ORANGE
 DG4908'4X4 PLASTIC WITNESS POST.  ---NOTE2---THIS STATION HAS NO VISIBLE
 DG4908'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DG4908' 
 DG4908'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5473 ***********************************************************************
 DH5473  DESIGNATION -  LISBON E GPS
 DH5473  PID         -  DH5473
 DH5473  STATE/COUNTY-  WI/JUNEAU
 DH5473  USGS QUAD   -  MAUSTON (1983)
 DH5473
 DH5473                         *CURRENT SURVEY CONTROL
 DH5473  ___________________________________________________________________
 DH5473* NAD 83(1997)-  43 51 52.70954(N)    090 05 31.98569(W)     ADJUSTED  
 DH5473* NAVD 88     -                                                        
 DH5473  ___________________________________________________________________
 DH5473  X           -      -7,413.540 (meters)                     COMP
 DH5473  Y           -  -4,606,075.378 (meters)                     COMP
 DH5473  Z           -   4,397,424.187 (meters)                     COMP
 DH5473  LAPLACE CORR-          -4.47  (seconds)                    DEFLEC99
 DH5473  ELLIP HEIGHT-         236.14  (meters)          (08/01/05) GPS OBS
 DH5473  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 DH5473
 DH5473  HORZ ORDER  -  FIRST
 DH5473  ELLP ORDER  -  SECOND    CLASS I
 DH5473
 DH5473.The horizontal coordinates were established by GPS observations
 DH5473.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5473
 DH5473
 DH5473.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5473
 DH5473.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5473
 DH5473.The ellipsoidal height was determined by GPS observations
 DH5473.and is referenced to NAD 83.
 DH5473
 DH5473.The geoid height was determined by GEOID03.
 DH5473
 DH5473;                    North         East     Units Scale Factor Converg.
 DH5473;SPC WI S     -   207,151.746   592,586.990   MT  0.99996522   -0 03 48.1
 DH5473;SPC WI S     -   679,630.35  1,944,179.15   sFT  0.99996522   -0 03 48.1
 DH5473;UTM  15      - 4,860,949.561   733,662.289   MT  1.00027158   +2 00 57.2
 DH5473
 DH5473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5473!SPC WI S     -   0.99996297  x   0.99996522  =   0.99992819
 DH5473!UTM  15      -   0.99996297  x   1.00027158  =   1.00023454
 DH5473
 DH5473                          SUPERSEDED SURVEY CONTROL
 DH5473
 DH5473.No superseded survey control is available for this station.
 DH5473
 DH5473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ3366260950(NAD 83)
 DH5473_MARKER: DD = SURVEY DISK
 DH5473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5473_STAMPING: LISBON E GPS 2004
 DH5473_MARK LOGO: WIDT  
 DH5473_PROJECTION: FLUSH
 DH5473_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5473+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5473
 DH5473  HISTORY     - Date     Condition        Report By
 DH5473  HISTORY     - 2003     MONUMENTED       WIDT
 DH5473
 DH5473                          STATION DESCRIPTION
 DH5473
 DH5473'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5473'OWNERSHIP--TOWNSHIP OF LISBON.  TO REACH THE STATION FROM THE
 DH5473'JUNCTION OF STATE HIGHWAY 58, STATE HIGHWAY 82 WEST AND COUNTY HIGHWAY
 DH5473'G (N UNION  STREET) WITH STATE HIGHWAY 82 EAST IN THE CITY OF MAUSTON,
 DH5473'GO NORTH ON STATE HIGHWAY  58 AND COUNTY HIGHWAY G FOR 0.35 MI TO
 DH5473'COUNTY HIGHWAY G ON THE RIGHT (SHERMAN STREET)  AND STATE HIGHWAY 58
 DH5473'(N UNION STREET) AHEAD, CONTINUE NORTH ON STATE HIGHWAY 58 (N  UNION
 DH5473'STREET) FOR 4.1 MI TO MEREDITH ROAD ON THE LEFT AND 43RD STREET ON THE
 DH5473'RIGHT,  TURN LEFT AND GO WEST ON MEREDITH ROAD FOR 1.0 MI TO WELSH
 DH5473'PRAIRIE ON THE LEFT AND  12TH AVENUE ON THE RIGHT, TURN RIGHT AND GO
 DH5473'NORTH ON 12TH AVENUE FOR 0.2 MI TO THE  STATION ON THE LEFT.  THE
 DH5473'STATION IS A  BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH5473'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DH5473'CONCRETE POST ABOUT  LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 6.5
 DH5473'M WEST OF THE CENTERLINE OF 12TH  AVENUE,  46.0 M SOUTH-SOUTHWEST OF A
 DH5473'POWERPOLE --16-3-13 0/11--, 42.7 M NORTH-NORTHWEST OF A  POWERPOLE
 DH5473'--16-3-13 0/8--, 1 M EAST OF A CULTIVATED FIELD, 1.0 M NORTH OF AN
 DH5473'ORANGE 4X4  PLASTIC WITNESS POST AND 1.0 M SOUTH OF AN  ORANGE 4X4
 DH5473'PLASTIC WITNESS POST.   ---NOTE---THIS  STATION HAS NO VISIBLE
 DH5473'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4909 ***********************************************************************
 DG4909  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4909  DESIGNATION -  LISBON S GPS
 DG4909  PID         -  DG4909
 DG4909  STATE/COUNTY-  WI/WAUKESHA
 DG4909  USGS QUAD   -  HARTLAND (1994)
 DG4909
 DG4909                         *CURRENT SURVEY CONTROL
 DG4909  ___________________________________________________________________
 DG4909* NAD 83(1997)-  43 06 48.06945(N)    088 16 06.44276(W)     ADJUSTED  
 DG4909* NAVD 88     -       296.66   (meters)     973.3    (feet)  GPS OBS   
 DG4909  ___________________________________________________________________
 DG4909  X           -     140,916.253 (meters)                     COMP
 DG4909  Y           -  -4,661,417.732 (meters)                     COMP
 DG4909  Z           -   4,336,882.102 (meters)                     COMP
 DG4909  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 DG4909  ELLIP HEIGHT-         262.01  (meters)          (04/02/04) GPS OBS
 DG4909  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 DG4909
 DG4909  HORZ ORDER  -  FIRST
 DG4909  ELLP ORDER  -  FOURTH    CLASS I
 DG4909
 DG4909.The horizontal coordinates were established by GPS observations
 DG4909.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4909
 DG4909.The orthometric height was determined by GPS observations and a
 DG4909.high-resolution geoid model using precise GPS observation and
 DG4909.processing techniques.
 DG4909
 DG4909.Photographs are available for this station.
 DG4909
 DG4909.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4909
 DG4909.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4909
 DG4909.The ellipsoidal height was determined by GPS observations
 DG4909.and is referenced to NAD 83.
 DG4909
 DG4909.The geoid height was determined by GEOID03.
 DG4909
 DG4909;                    North         East     Units Scale Factor Converg.
 DG4909;SPC WI S     -   125,145.775   740,914.062   MT  0.99994510   +1 11 23.1
 DG4909;SPC WI S     -   410,582.43  2,430,815.55   sFT  0.99994510   +1 11 23.1
 DG4909;UTM  16      - 4,774,183.343   396,799.905   MT  0.99973102   -0 52 01.2
 DG4909
 DG4909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4909!SPC WI S     -   0.99995891  x   0.99994510  =   0.99990402
 DG4909!UTM  16      -   0.99995891  x   0.99973102  =   0.99968994
 DG4909
 DG4909                          SUPERSEDED SURVEY CONTROL
 DG4909
 DG4909.No superseded survey control is available for this station.
 DG4909
 DG4909_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9680074183(NAD 83)
 DG4909_MARKER: DD = SURVEY DISK
 DG4909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4909_STAMPING: LISBON S GPS 2002
 DG4909_MARK LOGO: WIDT  
 DG4909_PROJECTION: FLUSH
 DG4909_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4909_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4909+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4909
 DG4909  HISTORY     - Date     Condition        Report By
 DG4909  HISTORY     - 2001     MONUMENTED       WIDT
 DG4909
 DG4909                          STATION DESCRIPTION
 DG4909
 DG4909'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4909'THE STATION IS LOCATED 29 KM WEST-NORTHWEST OF MILWAUKEE, 12 KM
 DG4909'NORTH-NORTHWEST OF WAUKESHA AND 5 KM SOUTHWEST OF SUSSEX.
 DG4909'OWNERSHIP--TOWN OF LISBON.  TO REACH THE STATION FROM THE JUNCTION OF
 DG4909'STATE HIGHWAY 16 WITH STATE HIGHWAY 190 ABOUT 9 KM NORTH-NORTHWEST OF
 DG4909'THE CITY OF WAUKESHA, GO NORTHWEST ON STATE HIGHWAY 16 FOR 2.4 KM TO
 DG4909'COUNTY HIGHWAY KF (EXIT 186), TURN RIGHT AND GO NORTH ON COUNTY
 DG4909'HIGHWAY KF FOR 1.3 KM TO LYNNDALE ROAD, TURN RIGHT AND GO NORTHEAST ON
 DG4909'LYNNDALE ROAD FOR 1 KM TO COUNTY HIGHWAY K, TURN LEFT AND GO NORTHWEST
 DG4909'FOR 0.6 KM TO THE STATION ON THE LEFT.  THE STATION IS A WISCONSIN
 DG4909'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DG4909'IN THE TOP OF A 41-DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M SET
 DG4909'ON TOP OF CLAY AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION
 DG4909'IS 16.8 KM SOUTHWEST OF THE CENTERLINE OF COUNTY HIGHWAY K, 49.6 KM
 DG4909'SOUTH OF A TELEPHONE POLE --99-05022--, AND 5 M NORTHEAST OF A
 DG4909'CULTIVATED FIELD.  ---NOTE---THE STATION IS SOUTHEAST, WEST-NORTHWEST
 DG4909'AND NORTH-NORTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DG4909'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DG4909'THAN 20 DEGREES ABOVE THE HORIZON.
 DG4909' 
 DG4909'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5187 ***********************************************************************
 DH5187  DESIGNATION -  LISBON S GPS
 DH5187  PID         -  DH5187
 DH5187  STATE/COUNTY-  WI/JUNEAU
 DH5187  USGS QUAD   -  NEW LISBON SOUTH (1983)
 DH5187
 DH5187                         *CURRENT SURVEY CONTROL
 DH5187  ___________________________________________________________________
 DH5187* NAD 83(1997)-  43 49 20.20790(N)    090 07 52.15341(W)     ADJUSTED  
 DH5187* NAVD 88     -                                                        
 DH5187  ___________________________________________________________________
 DH5187  X           -     -10,551.077 (meters)                     COMP
 DH5187  Y           -  -4,609,332.558 (meters)                     COMP
 DH5187  Z           -   4,394,032.110 (meters)                     COMP
 DH5187  LAPLACE CORR-          -5.78  (seconds)                    DEFLEC99
 DH5187  ELLIP HEIGHT-         240.08  (meters)          (08/01/05) GPS OBS
 DH5187  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 DH5187
 DH5187  HORZ ORDER  -  FIRST
 DH5187  ELLP ORDER  -  SECOND    CLASS I
 DH5187
 DH5187.The horizontal coordinates were established by GPS observations
 DH5187.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5187
 DH5187
 DH5187.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5187
 DH5187.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5187
 DH5187.The ellipsoidal height was determined by GPS observations
 DH5187.and is referenced to NAD 83.
 DH5187
 DH5187.The geoid height was determined by GEOID03.
 DH5187
 DH5187;                    North         East     Units Scale Factor Converg.
 DH5187;SPC WI S     -   202,449.362   589,449.742   MT  0.99995951   -0 05 24.4
 DH5187;SPC WI S     -   664,202.62  1,933,886.36   sFT  0.99995951   -0 05 24.4
 DH5187;UTM  15      - 4,856,135.047   730,696.749   MT  1.00025465   +1 59 14.4
 DH5187
 DH5187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5187!SPC WI S     -   0.99996235  x   0.99995951  =   0.99992187
 DH5187!UTM  15      -   0.99996235  x   1.00025465  =   1.00021700
 DH5187
 DH5187                          SUPERSEDED SURVEY CONTROL
 DH5187
 DH5187.No superseded survey control is available for this station.
 DH5187
 DH5187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ3069756135(NAD 83)
 DH5187_MARKER: DD = SURVEY DISK
 DH5187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5187_STAMPING: LISBON S GPS 2004
 DH5187_MARK LOGO: WIDT  
 DH5187_PROJECTION: FLUSH
 DH5187_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5187+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH5187
 DH5187  HISTORY     - Date     Condition        Report By
 DH5187  HISTORY     - 2003     MONUMENTED       WIDT
 DH5187  HISTORY     - 20051228 GOOD             WIDT
 DH5187
 DH5187                          STATION DESCRIPTION
 DH5187
 DH5187'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5187'OWNERSHIP--TOWN OF LISBON.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5187'STATE HIGHWAY  58, STATE HIGHWAY 82 EAST AND COUNTY HIGHWAY G NORTH
 DH5187'(DIVISION STREET) WITH STATE  HIGHWAY 82 WEST AND COUNTY HIGHWAY G
 DH5187'SOUTH (GREYSIDE AVENUE) IN THE CITY OF MAUSTON,  GO WEST ON STATE
 DH5187'HIGHWAY 82 WEST AND COUNTY HIGHWAY G SOUTH (GREYSIDE AVENUE) FOR  0.75
 DH5187'MI TO WHERE COUNTY HIGHWAY G GOES SOUTH AND STATE HIGHWAY 82 GOES
 DH5187'WEST,  CONTINUE WEST ON STATE HIGHWAY 82 FOR 2.5 MI TO FELLAND ROAD ON
 DH5187'THE RIGHT, TURN RIGHT  AND GO NORTH ON FELLAND ROAD FOR 2.5 MI TO
 DH5187'NILES ROAD ON THE RIGHT, TURN RIGHT AND GO  EAST ON NILES ROAD FOR 0.3
 DH5187'MI TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE  WISCONSIN
 DH5187'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH5187'IN  THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE
 DH5187'ROAD PAVEMENT.  THE  STATION IS 6.1 M SOUTH OF THE CENTERLINE OF NILES
 DH5187'ROAD, 62 M WEST OF THE CENTERLINE OF A  FIELD ENTRANCE, 25.8 M
 DH5187'SOUTHEAST OF A POWER POLE, 1 M NORTH OF A CULTIVATED FIELD, 1.0 M
 DH5187'EAST OF AN ORANGE 4X4 PLASTIC WITNESS POST, AND 1.0 M WEST OF AN
 DH5187'ORANGE 4X4 PLASTIC  WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DH5187'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15  DEGREES ABOVE THE
 DH5187'HORIZON.
 DH5187
 DH5187                          STATION RECOVERY (2005)
 DH5187
 DH5187'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5187'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0784 ***********************************************************************
 RM0784  DESIGNATION -  LITTLE
 RM0784  PID         -  RM0784
 RM0784  STATE/COUNTY-  WI/BAYFIELD
 RM0784  USGS QUAD   -  SAND ISLAND (1975)
 RM0784
 RM0784                         *CURRENT SURVEY CONTROL
 RM0784  ___________________________________________________________________
 RM0784* NAD 83(1991)-  46 56 49.15748(N)    090 53 20.82243(W)     ADJUSTED  
 RM0784* NAVD 88     -       186.6    (meters)     612.     (feet)  VERTCON   
 RM0784  ___________________________________________________________________
 RM0784  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 RM0784  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 RM0784
 RM0784  HORZ ORDER  -  SECOND
 RM0784
 RM0784.The horizontal coordinates were established by classical geodetic methods
 RM0784.and adjusted by the National Geodetic Survey in March 1999..
 RM0784
 RM0784.The NAVD 88 height was computed by applying the VERTCON shift value to
 RM0784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RM0784
 RM0784.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0784
 RM0784.The geoid height was determined by GEOID03.
 RM0784
 RM0784;                    North         East     Units Scale Factor Converg.
 RM0784;SPC WI N     -   198,263.407   532,309.281   MT  1.00003797   -0 38 29.0
 RM0784;SPC WI N     -   650,469.19  1,746,418.03   sFT  1.00003797   -0 38 29.0
 RM0784;UTM  15      - 5,201,435.874   660,637.308   MT  0.99991716   +1 32 34.1
 RM0784
 RM0784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0784!SPC WI N     -   0.99997563  x   1.00003797  =   1.00001360
 RM0784!UTM  15      -   0.99997563  x   0.99991716  =   0.99989279
 RM0784
 RM0784                          SUPERSEDED SURVEY CONTROL
 RM0784
 RM0784  NAD 83(1991)-  46 56 49.15747(N)    090 53 20.82111(W) AD(       ) 2
 RM0784  NAD 83(1986)-  46 56 49.14901(N)    090 53 20.81329(W) AD(       ) 2
 RM0784  NAD 27      -  46 56 49.40443(N)    090 53 20.12307(W) AD(       ) 2
 RM0784  NGVD 29 (07/19/86)  186.6    (m)          612.     (f) VERT ANG       
 RM0784
 RM0784.Superseded values are not recommended for survey control.
 RM0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0784.See file dsdata.txt to determine how the superseded data were derived.
 RM0784
 RM0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN6063701436(NAD 83)
 RM0784_MARKER: DS = TRIANGULATION STATION DISK
 RM0784_SETTING: 0 = UNSPECIFIED SETTING
 RM0784_MAGNETIC: P = MARKER IS A STEEL PIPE
 RM0784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RM0784
 RM0784  HISTORY     - Date     Condition        Report By
 RM0784  HISTORY     - 1978     MONUMENTED       NGS
 RM0784
 RM0784                          STATION DESCRIPTION
 RM0784
 RM0784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 RM0784'THE STATION IS LOCATED 10 MILES NORTH OF BAYFIELD, ON THE SHORE
 RM0784'OF LAKE SUPERIOR AT THE SMALL COMMUNITY OF LITTLE SAND BAY, AND
 RM0784'ON PROPERTY OWNED BY THE CITY OF RUSSELL.
 RM0784'
 RM0784'TO REACH FROM 1/2 BLOCK NORTH OF THE POST OFFICE IN
 RM0784'BAYFIELD, GO 0.05 MILE EAST
 RM0784'TO AN INTERSECTION.  TURN LEFT AND GO NORTH ON HIGHWAY 13 FOR
 RM0784'5.3 MILES TO THE JUNCTION OF COUNTY ROAD K.  TURN RIGHT AND GO
 RM0784'NORTH AND WEST ON COUNTY ROAD K FOR 4.7 MILES TO A T-JUNCTION.
 RM0784'TURN RIGHT AND GO NORTH FOR 1.9 MILES ON A PAVED ROAD TO A
 RM0784'T-JUNCTION.  TURN LEFT AND GO 0.7 MILE ON A GRAVEL ROAD TO A
 RM0784'DIRT ROAD LEADING TO THE SHORE AND A SMALL BOAT LAUNCHING RAMP.
 RM0784'FOLLOW THIS ROAD FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 RM0784'
 RM0784'THE STATION IS A STANDARD NGS DISK STAMPED---LITTLE 1978---,
 RM0784'WELDED TO THE TOP OF A 2-INCH GALVANIZED PIPE THAT IS FLUSH
 RM0784'WITH THE GROUND.  IT IS
 RM0784'206 FEET NORTHEAST FROM THE NORTHEAST CORNER OF THE PARK SERVICE
 RM0784'INFORMATION BUILDING AND STORE,
 RM0784'183 FEET EAST FROM THE SOUTHEAST CORNER OF A BUILDING NEXT TO A
 RM0784'DOCK,
 RM0784'28.8 FEET WEST FROM A METAL FLAG POLE,
 RM0784'13.9 FEET EAST FROM A LIGHTPOLE WITH A SIGN, NO OVERNIGHT PARKING,
 RM0784'AND 6 FEET SOUTH OF THE HIGH WATER LINE.
 RM0784'
 RM0784'HEIGHT OF LIGHT ABOVE STATION WAS 1.4 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF6099 ***********************************************************************
 DF6099  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6099  DESIGNATION -  LITTLE CHUTE GPS
 DF6099  PID         -  DF6099
 DF6099  STATE/COUNTY-  WI/OUTAGAMIE
 DF6099  USGS QUAD   -  KAUKAUNA (1992)
 DF6099
 DF6099                         *CURRENT SURVEY CONTROL
 DF6099  ___________________________________________________________________
 DF6099* NAD 83(1997)-  44 19 56.23508(N)    088 18 25.56260(W)     ADJUSTED  
 DF6099* NAVD 88     -       221.97   (meters)     728.2    (feet)  GPS OBS   
 DF6099  ___________________________________________________________________
 DF6099  X           -     135,005.191 (meters)                     COMP
 DF6099  Y           -  -4,567,889.350 (meters)                     COMP
 DF6099  Z           -   4,434,706.567 (meters)                     COMP
 DF6099  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 DF6099  ELLIP HEIGHT-         185.75  (meters)          (06/11/03) GPS OBS
 DF6099  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 DF6099
 DF6099  HORZ ORDER  -  FIRST
 DF6099  ELLP ORDER  -  THIRD     CLASS I
 DF6099
 DF6099.The horizontal coordinates were established by GPS observations
 DF6099.and adjusted by the National Geodetic Survey in June 2003..
 DF6099
 DF6099.The orthometric height was determined by GPS observations and a
 DF6099.high-resolution geoid model using precise GPS observation and
 DF6099.processing techniques.
 DF6099
 DF6099.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6099
 DF6099.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6099
 DF6099.The ellipsoidal height was determined by GPS observations
 DF6099.and is referenced to NAD 83.
 DF6099
 DF6099.The geoid height was determined by GEOID03.
 DF6099
 DF6099;                    North         East     Units Scale Factor Converg.
 DF6099;SPC WI C     -    56,850.231   735,009.168   MT  0.99998546   +1 11 40.1
 DF6099;SPC WI C     -   186,516.13  2,411,442.58   sFT  0.99998546   +1 11 40.1
 DF6099;UTM  16      - 4,909,611.102   395,790.777   MT  0.99973355   -0 54 48.6
 DF6099
 DF6099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6099!SPC WI C     -   0.99997088  x   0.99998546  =   0.99995634
 DF6099!UTM  16      -   0.99997088  x   0.99973355  =   0.99970443
 DF6099
 DF6099                          SUPERSEDED SURVEY CONTROL
 DF6099
 DF6099.No superseded survey control is available for this station.
 DF6099
 DF6099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9579109611(NAD 83)
 DF6099_MARKER: DD = SURVEY DISK
 DF6099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6099_STAMPING: LITTLE CHUTE GPS 1993
 DF6099_MARK LOGO: WI-087
 DF6099_PROJECTION: FLUSH
 DF6099_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6099+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2005
 DF6099
 DF6099  HISTORY     - Date     Condition        Report By
 DF6099  HISTORY     - 1993     MONUMENTED       WI-087
 DF6099  HISTORY     - 2002     GOOD             WIDT
 DF6099  HISTORY     - 20030625 GOOD             USPSQD
 DF6099  HISTORY     - 20040725 GOOD             USPSQD
 DF6099  HISTORY     - 20050720 GOOD             WIDT
 DF6099
 DF6099                          STATION DESCRIPTION
 DF6099
 DF6099'DESCRIBED BY WI DEPT OF TRANSP 2002 (DJH)
 DF6099'THE STATION IS LOCATED ABOUT 11 KM WEST OF WRIGHTSTOWN AND 7 KM
 DF6099'NORTH-NORTHWEST OF
 DF6099'KAUKAUNA.  OWNERSHIP--TOWN OF FREEDOM.  TO REACH THE STATION FROM THE
 DF6099'JUNCTION OF US
 DF6099'HIGHWAY 41 WITH STATE HIGHWAY 55 IN THE CITY OF KAUKAUNA, GO NORTH ON
 DF6099'STATE HIGHWAY 55
 DF6099'FOR 4.0 KM TO LAU ROAD, TURN LEFT AND GO WEST ON LAU ROAD FOR 1.1 KM
 DF6099'TO THE STATION ON
 DF6099'THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF6099'TRANSPORTATION COUNTY
 DF6099'GEODETIC CONTROL MARKER DISK SET IN THE TOP OF A 41-CM DIAMETER
 DF6099'CONCRETE POST AND
 DF6099'ABOUT 0.5 M BELOW THE ROAD PAVEMENT.  THE STATION IS 6.7 M NORTH OF
 DF6099'LAU ROAD, 0.4 KM
 DF6099'EAST OF COUNTY HIGHWAY N, 36 M EAST OF THE CENTERLINE OF A FIELD
 DF6099'ENTRANCE, 32.8 M EAST OF
 DF6099'A WOOD POST FOR A --STOP AHEAD-- SIGN, 1 M SOUTH OF A CULTIVATED
 DF6099'FIELD, 0.3 M SOUTH OF A
 DF6099'STEEL WITNESS POST, 1.0 M WEST AND 1.0 M EAST OF TWO 4X4 ORANGE
 DF6099'PLASTIC WITNESS POSTS.
 DF6099'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF6099'THAN 15 DEGREES ABOVE
 DF6099'THE HORIZON.
 DF6099' 
 DF6099' 
 DF6099' 
 DF6099' 
 DF6099' 
 DF6099' 
 DF6099' 
 DF6099'
 DF6099
 DF6099                          STATION RECOVERY (2003)
 DF6099
 DF6099'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6099'RECOVERED IN GOOD CONDITION.  NOTE-- THE STEEL WITNESS POST HAS NO
 DF6099'SIGN ATTACHED.
 DF6099
 DF6099                          STATION RECOVERY (2004)
 DF6099
 DF6099'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 DF6099'RECOVERED IN GOOD CONDITION.
 DF6099
 DF6099                          STATION RECOVERY (2005)
 DF6099
 DF6099'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DF6099'IN GOOD CONDITION.  ADD-- THE MONUMENT IS 12 CM BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0938 ***********************************************************************
 PN0938  DESIGNATION -  LITTLE CHUTE MUNICIPAL TANK
 PN0938  PID         -  PN0938
 PN0938  STATE/COUNTY-  WI/OUTAGAMIE
 PN0938  USGS QUAD   -  KAUKAUNA (1992)
 PN0938
 PN0938                         *CURRENT SURVEY CONTROL
 PN0938  ___________________________________________________________________
 PN0938* NAD 83(1991)-  44 16 56.12457(N)    088 18 42.40846(W)     ADJUSTED  
 PN0938* NAVD 88     -                                                        
 PN0938  ___________________________________________________________________
 PN0938  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 PN0938  GEOID HEIGHT-         -36.21  (meters)                     GEOID03
 PN0938
 PN0938  HORZ ORDER  -  THIRD
 PN0938
 PN0938.The horizontal coordinates were established by classical geodetic methods
 PN0938.and adjusted by the National Geodetic Survey in November 1991..
 PN0938
 PN0938
 PN0938.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0938
 PN0938.The geoid height was determined by GEOID03.
 PN0938
 PN0938;                    North         East     Units Scale Factor Converg.
 PN0938;SPC WI C     -    51,284.398   734,751.606   MT  0.99999406   +1 11 28.2
 PN0938;SPC WI C     -   168,255.56  2,410,597.56   sFT  0.99999406   +1 11 28.2
 PN0938;SPC WI S     -   254,914.771   734,759.772   MT  1.00005094   +1 09 35.9
 PN0938;SPC WI S     -   836,332.88  2,410,624.35   sFT  1.00005094   +1 09 35.9
 PN0938;UTM  16      - 4,904,059.924   395,328.821   MT  0.99973474   -0 54 57.5
 PN0938
 PN0938                          SUPERSEDED SURVEY CONTROL
 PN0938
 PN0938  NAD 83(1986)-  44 16 56.11955(N)    088 18 42.40358(W) AD(       ) 4
 PN0938  NAD 27      -  44 16 56.16000(N)    088 18 42.01000(W) AD(       ) 3
 PN0938
 PN0938.Superseded values are not recommended for survey control.
 PN0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0938.See file dsdata.txt to determine how the superseded data were derived.
 PN0938
 PN0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9532904060(NAD 83)
 PN0938
 PN0938  HISTORY     - Date     Condition        Report By
 PN0938  HISTORY     - 1954     MONUMENTED       CGS
 PN0938  HISTORY     - 19980808 GOOD             USPSQD
 PN0938  HISTORY     - 20010331 GOOD             NGS
 PN0938  HISTORY     - 20031212 MARK NOT FOUND   USPSQD
 PN0938
 PN0938                          STATION DESCRIPTION
 PN0938
 PN0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 PN0938'THE STATION IS LOCATED AT THE INTERSECTION OF MC KINLEY STREET
 PN0938'AND JACKSON STREET IN LITTLE CHUTE.  IT IS ABOUT 120 FEET HIGH, OF
 PN0938'STEEL CONSTRUCTION, 4 LEGS AND PAINTED SILVER WITH LETTERS LITTLE
 PN0938'CHUTE STENCILED ON TWO SIDES.  THE POINT INTERSECTED WAS THE
 PN0938'BALL ON THE ROOF.
 PN0938
 PN0938                          STATION RECOVERY (1998)
 PN0938
 PN0938'RECOVERY NOTE BY US POWER SQUADRON 1998
 PN0938'RECOVERED IN GOOD CONDITION.
 PN0938
 PN0938                          STATION RECOVERY (2001)
 PN0938
 PN0938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PN0938'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PN0938
 PN0938                          STATION RECOVERY (2003)
 PN0938
 PN0938'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0938'NOT FOUND.  THE CONCRETE FOUNDATIONS FOR THE TANK'S LEGGS ARE PRESENT
 PN0938'BUT TANK WAS TAKEN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5327 ***********************************************************************
 DH5327  DESIGNATION -  LITTLE GRANT C GPS
 DH5327  PID         -  DH5327
 DH5327  STATE/COUNTY-  WI/GRANT
 DH5327  USGS QUAD   -  MT HOPE (1982)
 DH5327
 DH5327                         *CURRENT SURVEY CONTROL
 DH5327  ___________________________________________________________________
 DH5327* NAD 83(1997)-  42 54 00.68907(N)    090 49 59.86008(W)     ADJUSTED  
 DH5327* NAVD 88     -                                                        
 DH5327  ___________________________________________________________________
 DH5327  X           -     -68,058.155 (meters)                     COMP
 DH5327  Y           -  -4,679,222.381 (meters)                     COMP
 DH5327  Z           -   4,319,580.317 (meters)                     COMP
 DH5327  LAPLACE CORR-          -5.24  (seconds)                    DEFLEC99
 DH5327  ELLIP HEIGHT-         285.47  (meters)          (08/01/05) GPS OBS
 DH5327  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 DH5327
 DH5327  HORZ ORDER  -  FIRST
 DH5327  ELLP ORDER  -  SECOND    CLASS I
 DH5327
 DH5327.The horizontal coordinates were established by GPS observations
 DH5327.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5327
 DH5327
 DH5327.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5327
 DH5327.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5327
 DH5327.The ellipsoidal height was determined by GPS observations
 DH5327.and is referenced to NAD 83.
 DH5327
 DH5327.The geoid height was determined by GEOID03.
 DH5327
 DH5327;                    North         East     Units Scale Factor Converg.
 DH5327;SPC WI S     -   100,343.052   531,945.624   MT  0.99997054   -0 34 21.2
 DH5327;SPC WI S     -   329,208.83  1,745,224.93   sFT  0.99997054   -0 34 21.2
 DH5327;UTM  15      - 4,752,008.709   676,893.338   MT  0.99998497   +1 28 31.1
 DH5327
 DH5327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5327!SPC WI S     -   0.99995523  x   0.99997054  =   0.99992577
 DH5327!UTM  15      -   0.99995523  x   0.99998497  =   0.99994020
 DH5327
 DH5327                          SUPERSEDED SURVEY CONTROL
 DH5327
 DH5327.No superseded survey control is available for this station.
 DH5327
 DH5327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH7689352009(NAD 83)
 DH5327_MARKER: DD = SURVEY DISK
 DH5327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5327_STAMPING: LITTLE GRANT C GPS 2004
 DH5327_MARK LOGO: WIDT  
 DH5327_PROJECTION: FLUSH
 DH5327_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5327+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5327
 DH5327  HISTORY     - Date     Condition        Report By
 DH5327  HISTORY     - 2003     MONUMENTED       WIDT
 DH5327
 DH5327                          STATION DESCRIPTION
 DH5327
 DH5327'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5327'OWNERSHIP--TOWNSHIP OF LITTLE GRANT.  TO REACH THE STATION FROM THE
 DH5327'JUNCTION OF  COUNTY HIGHWAY A WITH COUNTY HIGHWAY J ABOUT 3 MI
 DH5327'NORTHEAST OF THE VILLAGE OF  BLOOMINGTON, GO SOUTHEAST ON COUNTY
 DH5327'HIGHWAY A FOR 2.9 MI TO BADGER ROAD ON  THE LEFT, TURN LEFT AND GO
 DH5327'NORTH ON BADGER ROAD FOR 1.75 MI TO THE STATION ON THE  RIGHT.  THE
 DH5327'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH5327'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DH5327'CONCRETE POST ABOUT  LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 7.0
 DH5327'M EAST OF THE CENTERLINE OF BADGER  ROAD, 46.3 M SOUTH OF THE SOUTHERN
 DH5327'MOST WOOD POST FOR A NORTH TO SOUTH FENCE LINE, 20  M NORTH OF THE
 DH5327'EXTENDED CENTERLINE OF A FIELD ENTRANCE, 2 M WEST OF A CULTIVATED
 DH5327'FIELD, 1.0 M WEST OF AN ORANGE 4X4 PLASTIC WITNESS POST, 1.0 M
 DH5327'SOUTHEAST OF AN ORANGE 4X4  PLASTIC WITNESS POST AND 1.0 M NORTHEAST
 DH5327'OF AN ORANGE 4X4 PLASTIC WITNESS POST.   ---NOTE---THIS STATION HAS NO
 DH5327'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES  ABOVE THE
 DH5327'HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5328 ***********************************************************************
 DH5328  DESIGNATION -  LITTLE GRANT N GPS
 DH5328  PID         -  DH5328
 DH5328  STATE/COUNTY-  WI/GRANT
 DH5328  USGS QUAD   -  MT HOPE (1982)
 DH5328
 DH5328                         *CURRENT SURVEY CONTROL
 DH5328  ___________________________________________________________________
 DH5328* NAD 83(1997)-  42 56 14.61770(N)    090 52 16.04812(W)     ADJUSTED  
 DH5328* NAVD 88     -                                                        
 DH5328  ___________________________________________________________________
 DH5328  X           -     -71,104.539 (meters)                     COMP
 DH5328  Y           -  -4,676,342.128 (meters)                     COMP
 DH5328  Z           -   4,322,588.244 (meters)                     COMP
 DH5328  LAPLACE CORR-          -5.67  (seconds)                    DEFLEC99
 DH5328  ELLIP HEIGHT-         257.90  (meters)          (08/01/05) GPS OBS
 DH5328  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 DH5328
 DH5328  HORZ ORDER  -  FIRST
 DH5328  ELLP ORDER  -  SECOND    CLASS I
 DH5328
 DH5328.The horizontal coordinates were established by GPS observations
 DH5328.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5328
 DH5328
 DH5328.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5328
 DH5328.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5328
 DH5328.The ellipsoidal height was determined by GPS observations
 DH5328.and is referenced to NAD 83.
 DH5328
 DH5328.The geoid height was determined by GEOID03.
 DH5328
 DH5328;                    North         East     Units Scale Factor Converg.
 DH5328;SPC WI S     -   104,507.126   528,899.365   MT  0.99996512   -0 35 54.8
 DH5328;SPC WI S     -   342,870.46  1,735,230.67   sFT  0.99996512   -0 35 54.8
 DH5328;UTM  15      - 4,756,061.273   673,700.148   MT  0.99997119   +1 27 02.0
 DH5328
 DH5328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5328!SPC WI S     -   0.99995956  x   0.99996512  =   0.99992468
 DH5328!UTM  15      -   0.99995956  x   0.99997119  =   0.99993075
 DH5328
 DH5328                          SUPERSEDED SURVEY CONTROL
 DH5328
 DH5328.No superseded survey control is available for this station.
 DH5328
 DH5328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH7370056061(NAD 83)
 DH5328_MARKER: DD = SURVEY DISK
 DH5328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5328_STAMPING: LITTLE GRANT N GPS 2004
 DH5328_MARK LOGO: WIDT  
 DH5328_PROJECTION: FLUSH
 DH5328_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5328+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5328
 DH5328  HISTORY     - Date     Condition        Report By
 DH5328  HISTORY     - 2003     MONUMENTED       WIDT
 DH5328
 DH5328                          STATION DESCRIPTION
 DH5328
 DH5328'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5328'OWNERSHIP--GRANT COUNTY.  TO REACH THE STATION FROM THE  JUNCTION OF
 DH5328'COUNTY HIGHWAY A WITH COUNTY HIGHWAY J ABOUT 3 MI NORTHEAST OF THE
 DH5328'VILLAGE OF BLOOMINGTON, GO NORTH ON COUNTY HIGHWAY J FOR 3.1 MI TO
 DH5328'WILSON HILL ROAD ON  THE RIGHT, CONTINUE NORTH ON COUNTY HIGHWAY J FOR
 DH5328'0.3 MI TO THE STATION ON THE RIGHT.   THE STATION IS A BRONZE
 DH5328'WISCONSIN DEPARTMENT OF  TRANSPORTATION GEODETIC  SURVEY CONTROL
 DH5328'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT
 DH5328'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 11.8 M NORTHEAST OF
 DH5328'THE CENTERLINE OF  COUNTY HIGHWAY J, 19.8 M SOUTHEAST OF THE TOP
 DH5328'CENTER OF A 125-CM DIAMETER CORREGATED  METAL CULVERT PIPE, 6.7 M
 DH5328'SOUTH OF A WOOD CORNER POST FOR TWO FENCE LINES, 1.0 M  SOUTHEAST OF
 DH5328'AN ORANGE 4X4  PLASTIC WITNESS POST, 1.0 M SOUTHWEST OF AN ORANGE 4X4
 DH5328'PLASTIC WITNESS POST AND 1.0 M  NORTH OF AN ORANGE 4X4 PLASTIC WITNESS
 DH5328'POST.  ---NOTE---THIS STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING
 DH5328'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5316 ***********************************************************************
 DH5316  DESIGNATION -  LITTLE GRANT S GPS
 DH5316  PID         -  DH5316
 DH5316  STATE/COUNTY-  WI/GRANT
 DH5316  USGS QUAD   -  BEETOWN (1978)
 DH5316
 DH5316                         *CURRENT SURVEY CONTROL
 DH5316  ___________________________________________________________________
 DH5316* NAD 83(1997)-  42 51 54.59211(N)    090 52 39.98424(W)     ADJUSTED  
 DH5316* NAVD 88     -                                                        
 DH5316  ___________________________________________________________________
 DH5316  X           -     -71,731.182 (meters)                     COMP
 DH5316  Y           -  -4,681,814.762 (meters)                     COMP
 DH5316  Z           -   4,316,727.914 (meters)                     COMP
 DH5316  LAPLACE CORR-          -5.68  (seconds)                    DEFLEC99
 DH5316  ELLIP HEIGHT-         283.95  (meters)          (08/01/05) GPS OBS
 DH5316  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 DH5316
 DH5316  HORZ ORDER  -  FIRST
 DH5316  ELLP ORDER  -  SECOND    CLASS I
 DH5316
 DH5316.The horizontal coordinates were established by GPS observations
 DH5316.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5316
 DH5316
 DH5316.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5316
 DH5316.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5316
 DH5316.The ellipsoidal height was determined by GPS observations
 DH5316.and is referenced to NAD 83.
 DH5316
 DH5316.The geoid height was determined by GEOID03.
 DH5316
 DH5316;                    North         East     Units Scale Factor Converg.
 DH5316;SPC WI S     -    96,489.483   528,272.244   MT  0.99997603   -0 36 11.2
 DH5316;SPC WI S     -   316,565.91  1,733,173.19   sFT  0.99997603   -0 36 11.2
 DH5316;UTM  15      - 4,748,026.340   673,359.971   MT  0.99996974   +1 26 38.6
 DH5316
 DH5316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5316!SPC WI S     -   0.99995547  x   0.99997603  =   0.99993150
 DH5316!UTM  15      -   0.99995547  x   0.99996974  =   0.99992521
 DH5316
 DH5316                          SUPERSEDED SURVEY CONTROL
 DH5316
 DH5316.No superseded survey control is available for this station.
 DH5316
 DH5316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH7336048026(NAD 83)
 DH5316_MARKER: DD = SURVEY DISK
 DH5316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5316_STAMPING: LITTLE GRANT S GPS 2004
 DH5316_MARK LOGO: WIDT  
 DH5316_PROJECTION: FLUSH
 DH5316_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5316+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5316
 DH5316  HISTORY     - Date     Condition        Report By
 DH5316  HISTORY     - 2003     MONUMENTED       WIDT
 DH5316
 DH5316                          STATION DESCRIPTION
 DH5316
 DH5316'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5316'OWNERSHIP--TOWNSHIP OF LITTLE GRANT.  TO REACH THE STATION FROM THE
 DH5316'JUNCTION OF STATE HIGHWAY 35 WITH COUNTY HIGHWAY A IN THE VILLAGE OF
 DH5316'BLOOMINGTON, GO  SOUTH ON STATE HIGHWAY 35 FOR 1.35 MI TO CEMETERY
 DH5316'ROAD, TURN LEFT AND GO EAST ON  CEMETERY ROAD FOR 1.0 MI TO SLABTOWN
 DH5316'ROAD, CONTINUE EAST ON CEMETERY ROAD FOR 1.25 MI  TO THE STATION ON
 DH5316'THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH5316'TRANSPORTATION GEODETIC  SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH5316'A 41-CM DIAMETER CONCRETE POST ABOUT  LEVEL WITH THE ROAD PAVEMENT.
 DH5316'THE STATION IS 7.0 M SOUTH OF THE CENTERLINE OF  CEMETERY ROAD, 20 M
 DH5316'EAST OF THE EXTENDED CENTERLINE OF A FILED ENTRANCE, 2.0 M  NORTHEAST
 DH5316'OF A WOOD CORNER POST FOR TWO FENCE LINES, 0.9 M NORTH OF A BARBED
 DH5316'WIRE  FENCE, 1.0 M EAST OF AN ORANGE 4X4  PLASTIC WITNESS POST AND 1.0
 DH5316'M WEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS  STATION
 DH5316'HAS NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE
 DH5316'THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1066 ***********************************************************************
 PN1066  DESIGNATION -  LITTLE HOPE
 PN1066  PID         -  PN1066
 PN1066  STATE/COUNTY-  WI/WAUPACA
 PN1066  USGS QUAD   -  WAUPACA (1992)
 PN1066
 PN1066                         *CURRENT SURVEY CONTROL
 PN1066  ___________________________________________________________________
 PN1066* NAD 83(1991)-  44 18 06.20540(N)    089 06 23.40447(W)     ADJUSTED  
 PN1066* NAVD 88     -       303.6    (meters)     996.     (feet)  VERTCON   
 PN1066  ___________________________________________________________________
 PN1066  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 PN1066  GEOID HEIGHT-         -36.32  (meters)                     GEOID03
 PN1066
 PN1066  HORZ ORDER  -  FIRST
 PN1066
 PN1066.The horizontal coordinates were established by classical geodetic methods
 PN1066.and adjusted by the National Geodetic Survey in November 1991..
 PN1066
 PN1066.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1066
 PN1066.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1066
 PN1066.The geoid height was determined by GEOID03.
 PN1066
 PN1066;                    North         East     Units Scale Factor Converg.
 PN1066;SPC WI C     -    52,438.975   671,297.855   MT  0.99999062   +0 37 49.6
 PN1066;SPC WI C     -   172,043.54  2,202,416.38   sFT  0.99999062   +0 37 49.6
 PN1066;UTM  16      - 4,907,543.371   331,970.377   MT  0.99994724   -1 28 17.8
 PN1066
 PN1066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1066!SPC WI C     -   0.99995810  x   0.99999062  =   0.99994872
 PN1066!UTM  16      -   0.99995810  x   0.99994724  =   0.99990534
 PN1066
 PN1066|---------------------------------------------------------------------|
 PN1066| PID    Reference Object                     Distance      Geod. Az  |
 PN1066|                                                           dddmmss.s |
 PN1066| CJ5255 LITTLE HOPE RM 1                     21.953 METERS 00824     |
 PN1066| CJ5256 LITTLE HOPE RM 2                     25.989 METERS 21636     |
 PN1066| CJ5254 LITTLE HOPE AZ MK                                  2620907.9 |
 PN1066|---------------------------------------------------------------------|
 PN1066
 PN1066                          SUPERSEDED SURVEY CONTROL
 PN1066
 PN1066  NAD 83(1986)-  44 18 06.20317(N)    089 06 23.41105(W) AD(       ) 1
 PN1066  NAD 27      -  44 18 06.27100(N)    089 06 22.98900(W) AD(       ) 1
 PN1066  NGVD 29 (07/19/86)  303.6    (m)          996.     (f) VERT ANG       
 PN1066
 PN1066.Superseded values are not recommended for survey control.
 PN1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1066.See file dsdata.txt to determine how the superseded data were derived.
 PN1066
 PN1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ3197007543(NAD 83)
 PN1066_MARKER: DS = TRIANGULATION STATION DISK
 PN1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1066_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PN1066
 PN1066  HISTORY     - Date     Condition        Report By
 PN1066  HISTORY     - 1954     MONUMENTED       CGS
 PN1066  HISTORY     - 1980     GOOD             NGS
 PN1066
 PN1066                          STATION DESCRIPTION
 PN1066
 PN1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 PN1066'THE STATION IS LOCATED ABOUT 9 MILES WEST OF WEYAUWEGA AND 3-1/2
 PN1066'MILES SOUTH-SOUTHWEST OF WAYPACA.  IT IS 24 FEET WEST OF A 24
 PN1066'INCH PINE TREE WITH A TRIANGLE BLAZE AND 6 FEET WEST OF A
 PN1066'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 PN1066'STAMPED LITTLE HOPE 1954.
 PN1066'
 PN1066'REFERENCE MARK NO 1 IS 75 FEET NORTHWEST OF A 24 INCH PINE TREE WITH
 PN1066'A TRIANGLE BLAZE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 PN1066'STAMPED LITTLE HOPE NO 1 1954.
 PN1066'
 PN1066'REFERENCE MARK NO 2 IS 11 FEET SOUTHWEST OF A 12 INCH OAK TREE
 PN1066'WITH A TRIANGLE BLAZE.  THE MARK PROJECTS 6 INCHES AND THE DISK
 PN1066'IS STAMPED LITTLE HOPE NO 2 1954.
 PN1066'
 PN1066'AZIMUTH MARK IS 31 FEET EAST OF THE APPROXIMATE CENTERLINE OF A
 PN1066'GRAVEL ROAD, 17 FEET NORTHWEST OF A FENCE-CORNER, 4 FEET
 PN1066'NORTHWEST OF A WITNESS POST AND 3 FEET WEST OF A FENCE.  THE
 PN1066'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED LITTLE HOPE 1954.
 PN1066'
 PN1066'TO REACH FROM THE POST OFFICE IN THE VILLAGE OF WAUPACA, GO SOUTH
 PN1066'ON COUNTY ROUTE K FOR 3.15 MILES TO THE VILLAGE OF LITTLE
 PN1066'HOPE AND A FORK.  TAKE RIGHT FORK FOR 0.2 MILE TO A SIDE ROAD
 PN1066'LEFT, TURN LEFT (SOUTH) ON A GRAVEL ROAD FOR 1.05 MILES TO A
 PN1066'GATE ON THE LEFT.* (TO REACH THE AZIMUTH MARK, CONTINUE SOUTH ON
 PN1066'GRAVEL ROAD FOR 0.15 MILE AND THE MARK ON THE LEFT.) *TURN
 PN1066'LEFT THROUGH THE GATE, TURN SHARP RIGHT THROUGH ANOTHER GATE.
 PN1066'HERE GO EAST CROSSING A FIELD FOR 0.3 MILE TO A GATE AND A
 PN1066'WOODED AREA, CONTINUE THROUGH THE GATE ON A DIM TRACK ROAD
 PN1066'THROUGH THE WOODS FOR 0.5 MILE AND THE STATION AS DESCRIBED.
 PN1066'
 PN1066'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 PN1066
 PN1066                          STATION RECOVERY (1980)
 PN1066
 PN1066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (EDW)
 PN1066'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 PN1066'WAS RECOVERED IN GOOD CONDITION.  THE DISTANCE TO THE REFERENCE
 PN1066'MARKS COMPARED FAVORABLY WITH THE 1954 DATA.  THE DIRECTION TO THE
 PN1066'REFERENCE MARKS COULD NOT BE COMPARED BECAUSE THE STATION WAS NOT
 PN1066'OCCUPIED AT THIS TIME.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 PN1066'
 PN1066'THE STATION IS LOCATED 3 MILES SOUTHEAST OF WAUPACA AND 1 MILE
 PN1066'EAST OF LITTLE HOPE.
 PN1066'OWNERSHIP--MR. HAZEN TOWNE, ROUTE 5, WAUPACA, WISCONSIN (PHONE
 PN1066'NUMBER 715-258-7162).
 PN1066'
 PN1066'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 10 AND
 PN1066'COUNTY ROUTE K AT THE SOUTHWEST EDGE OF WAUPACA, GO SOUTHWEST AND
 PN1066'SOUTH ON COUNTY ROUTE K FOR 1.95 MILES TO A FORK AT THE SMALL
 PN1066'COMMUNITY OF LITTLE HOPE.  TAKE THE RIGHT FORK AND GO
 PN1066'WEST-SOUTHWEST ON COUNTY ROUTE K FOR 0.2 MILE TO A PAVED SIDE ROAD
 PN1066'LEFT, EAST ROAD.  TURN LEFT AND GO SOUTH ON EAST ROAD FOR 0.9 MILE
 PN1066'TO A GATE ON THE LEFT.  (TO REACH THE AZIMUTH MARK FROM THIS POINT
 PN1066'CONTINUE SOUTH ON EAST ROAD FOR 0.15 MILE TO THE MARK ON THE LEFT
 PN1066'AS DESCRIBED.)  TURN LEFT AND GO EAST FOR 100 FEET, TURN LEFT AND
 PN1066'GO SOUTH ALONG THE WEST-SIDE OF A LARGE BARN FOR 0.1 MILE TO A GAP
 PN1066'IN THE FENCE AT THE NORTHWEST CORNER OF A HAY FIELD.  PASS THROUGH
 PN1066'THE GAP AND GO SOUTHEAST AND EAST ACROSS THE HAY FIELD AND GO
 PN1066'ALONG THE TOP OF A RIDGE FOR 0.3 MILE TO A FENCE AT THE EAST SIDE
 PN1066'OF THE HAY FIELD.  CONTINUE EAST THROUGH THE WOODS FOR 250 FEET
 PN1066'TO THE STATION SITE ON HIGHEST GROUND AS DESCRIBED.
 PN1066'
 PN1066'THE STATION IS A STANDARD USC AND GS DISK
 PN1066'STAMPED---LITTLE HOPE 1954---,
 PN1066'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 24 CM ON A SIDE
 PN1066'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 PN1066'9.51 METERS (31.2 FT) EAST FROM A 24-INCH PINE TREE,
 PN1066'7.25 METERS (23.8 FT) WEST FROM A 24-INCH PINE TREE AND
 PN1066'4.51 METERS (14.8 FT) SOUTH FROM A 3 FOOT BY 2 FOOT BOULDER
 PN1066'PROJECTING 1/2 FOOT AND IN THE MIDDLE OF THE TRACK ROAD.
 PN1066'THE UNDERGROUND MARK IS THERE ACCORDING TO THE 1954 DATA.
 PN1066'
 PN1066'REFERENCE MARK NUMBER 1 IS A STANDARD USC AND GS DISK
 PN1066'STAMPED---LITTLE HOPE NO 1 1954---,
 PN1066'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 24 CM ON A SIDE
 PN1066'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 PN1066'11.34 METERS (39.2 FT) SOUTHEAST FROM A 30-INCH PINE TREE,
 PN1066'4.57 METERS (15 FT) NORTH-NORTHEAST FROM A 5-FEET BY 5-FEET
 PN1066'BOULDER PROJECTING 1.6 FEET AND
 PN1066'1.0 METERS (3.3 FT) WEST FROM A 8-INCH OAK TREE.
 PN1066'MARK IS BELOW STATION 0.5 METERS.
 PN1066'
 PN1066'REFERENCE MARK NUMBER 2 IS A STANDARD USC AND GS DISK
 PN1066'STAMPED---LITTLE HOPE NO 2 1954---,
 PN1066'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 24 CM ON A SIDE
 PN1066'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 PN1066'7.62 METERS (25 FT) EAST-SOUTHEAST FROM A 30-INCH OAK TREE,
 PN1066'4.88 METERS (16 FT) WEST-SOUTHWEST FROM A 12-INCH OAK TREE AND
 PN1066'2.13 METERS (7 FT) NORTH FROM A 3 FOOT BY 3 FOOT BOULDER
 PN1066'PROJECTING 1.6 FEET.
 PN1066'MARK IS BELOW STATION 1.1 METERS.
 PN1066'
 PN1066'AZIMUTH MARK NUMBER 1 IS A STANDARD USC AND GS DISK
 PN1066'STAMPED---LITTLE HOPE 1954---,
 PN1066'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 24 CM ON A SIDE
 PN1066'PROJECTING 8 CM ABOVE THE GROUND.  IT IS LOCATED
 PN1066'9.14 METERS (30 FT) EAST FROM THE CENTER OF EAST ROAD,
 PN1066'4.88 METERS (16 FT) NORTH-NORTHWEST FROM A FENCE CORNER AND
 PN1066'1.07 METERS (3.5 FT) WEST FROM A FENCE.
 PN1066'
 PN1066'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 22.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0547 ***********************************************************************
 PM0547  DESIGNATION -  LITTLE TAIL
 PM0547  PID         -  PM0547
 PM0547  STATE/COUNTY-  WI/OCONTO
 PM0547  USGS QUAD   -  LITTLE TAIL POINT (1974)
 PM0547
 PM0547                         *CURRENT SURVEY CONTROL
 PM0547  ___________________________________________________________________
 PM0547* NAD 83(1991)-  44 41 08.29582(N)    087 59 23.24414(W)     ADJUSTED  
 PM0547* NAVD 88     -       180.     (meters)     591.     (feet)  SCALED    
 PM0547  ___________________________________________________________________
 PM0547  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 PM0547  GEOID HEIGHT-         -36.28  (meters)                     GEOID03
 PM0547
 PM0547  HORZ ORDER  -  SECOND
 PM0547
 PM0547.The horizontal coordinates were established by classical geodetic methods
 PM0547.and adjusted by the National Geodetic Survey in November 1991..
 PM0547
 PM0547.The orthometric height was scaled from a topographic map.
 PM0547
 PM0547.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0547
 PM0547.The geoid height was determined by GEOID03.
 PM0547
 PM0547;                    North         East     Units Scale Factor Converg.
 PM0547;SPC WI C     -    96,678.773   759,338.147   MT  0.99994621   +1 25 06.1
 PM0547;SPC WI C     -   317,186.94  2,491,261.90   sFT  0.99994621   +1 25 06.1
 PM0547;UTM  16      - 4,948,506.151   421,563.960   MT  0.99967565   -0 41 45.9
 PM0547
 PM0547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0547!SPC WI C     -   0.99997747  x   0.99994621  =   0.99992368
 PM0547!UTM  16      -   0.99997747  x   0.99967565  =   0.99965313
 PM0547
 PM0547:                Primary Azimuth Mark                     Grid Az
 PM0547:SPC WI C     -  GREEN BAY HARBOR ENTRANCE LT             115 48 15.4
 PM0547:UTM  16      -  GREEN BAY HARBOR ENTRANCE LT             117 55 07.4
 PM0547
 PM0547|---------------------------------------------------------------------|
 PM0547| PID    Reference Object                     Distance      Geod. Az  |
 PM0547|                                                           dddmmss.s |
 PM0547| PM0545 GREEN BAY HARBOR ENTRANCE LT        APPROX. 7.9 KM 1171321.5 |
 PM0547| CJ5257 LITTLE TAIL RM 1                     14.848 METERS 22037     |
 PM0547| CJ5259 LITTLE TAIL RM 3                     29.160 METERS 25831     |
 PM0547| CJ5258 LITTLE TAIL RM 2                     11.356 METERS 35337     |
 PM0547|---------------------------------------------------------------------|
 PM0547
 PM0547                          SUPERSEDED SURVEY CONTROL
 PM0547
 PM0547  NAD 83(1986)-  44 41 08.28663(N)    087 59 23.23188(W) AD(       ) 2
 PM0547  NAD 27      -  44 41 08.31600(N)    087 59 22.85600(W) AD(       ) 2
 PM0547
 PM0547.Superseded values are not recommended for survey control.
 PM0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0547.See file dsdata.txt to determine how the superseded data were derived.
 PM0547
 PM0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2156448506(NAD 83)
 PM0547_MARKER: DS = TRIANGULATION STATION DISK
 PM0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0547
 PM0547  HISTORY     - Date     Condition        Report By
 PM0547  HISTORY     - 1953     MONUMENTED       CGS
 PM0547  HISTORY     - 1972     GOOD             NGS
 PM0547  HISTORY     - 1975     GOOD             NGS
 PM0547  HISTORY     - 1979     GOOD             NGS
 PM0547
 PM0547                          STATION DESCRIPTION
 PM0547
 PM0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0547'STATION IS LOCATED ON THE WEST SHORE OF GREEN BAY ABOUT 10 MILES
 PM0547'NORTH OF THE CITY OF GREEN BAY AND 3 MILES SOUTHEAST OF LITTLE
 PM0547'SUAMICO.  IT IS ON THE PROPERTY OF MR. SAM JOHNSON, 90 FEET EAST OF
 PM0547'THE CENTER OF A DIRT ROAD, 19 FEET WEST OF A CONCRETE AND ROCK
 PM0547'BREAKWATER AND THE LAKE SHORE, 10 FEET NORTHEAST OF A 20 INCH
 PM0547'COTTONWOOD TREE, AND 3 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 PM0547'A VERTICAL LOG CABIN.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 PM0547'LITTLE TAIL 1953.
 PM0547'
 PM0547'REFERENCE MARK NO. 1 IS 56 FEET EAST OF THE CENTER OF THE DIRT ROAD,
 PM0547'53 FEET WEST OF THE SOUTHEAST CORNER OF THE BREAKWATER, 39 FEET
 PM0547'SOUTH OF THE SOUTHWEST CORNER OF THE LOG CABIN, AND 16 FEET
 PM0547'SOUTHEAST OF AN 18 INCH COTTONWOOD TREE.  THE MARK IS FLUSH AND THE
 PM0547'DISK IS STAMPED LITTLE TAIL NO 1 1953.
 PM0547'
 PM0547'REFERENCE MARK NO. 2 IS 89 FEET EAST OF THE CENTER OF THE DIRT ROAD,
 PM0547'23 FEET WEST OF THE BREAKWATER AND THE LAKE SHORE, 10 FEET SOUTHWEST
 PM0547'OF A 30 INCH TWIN COTTONWOOD TREE, 4 FEET NORTH OF THE NORTHEAST
 PM0547'CORNER OF THE LOG CABIN.  THE MARK IS FLUSH AND THE DISK IS
 PM0547'STAMPED LITTLE TAIL NO 2 1953.
 PM0547'
 PM0547'THERE IS NO AZIMUTH MARK.
 PM0547'
 PM0547'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 41 AND
 PM0547'141 IN GREEN BAY, GO NORTH ON HIGHWAY 41 FOR 12.6 MILES TO A GRAVEL
 PM0547'CROSSROAD AT THE OCONTO COUNTY LINE.  TURN RIGHT ONTO THE GRAVEL
 PM0547'ROAD AND GO EAST 2.05 MILES TO A RAILROAD CROSSING.  CONTINUE AHEAD
 PM0547'EASTWARD FROM THE RAILROAD 1.5 MILES TO THE END OF THE GRAVEL
 PM0547'ROAD.  AT THE END OF THE GRAVEL ROAD, TURN LEFT THROUGH A GATE ONTO
 PM0547'A DIRT PRIVATE ROAD AND GO NORTH 0.65 MILES TO THE THIRD CABIN
 PM0547'FROM THE SOUTH IN A ROW OF CABINS AND TO STATION MARK AS DESCRIBED.
 PM0547'
 PM0547'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PM0547
 PM0547                          STATION RECOVERY (1972)
 PM0547
 PM0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RRG)
 PM0547'THE STATION MARK, REFERENCE MARKS 1 AND 2, WERE RECOVERED IN GOOD
 PM0547'CONDITION.  THE MARKS
 PM0547'ARE ALL ABOUT 0.2 FOOT BELOW THE SURFACE OF THE GROUND.  THE
 PM0547'STATION MARK IS 4.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 PM0547'VERTICAL LOG CABIN AND NOT 3 FEET AS REPORTED.  REFERENCE MARK 1 IS
 PM0547'54 FEET EAST OF THE CENTER LINE OF THE ROAD AND NOT 56 AS REPORTED.
 PM0547'
 PM0547'THE MARKS WERE NOT LEVELED TO BY PARTY G-37 DURING THE RELEVELING IN
 PM0547'1972.
 PM0547'
 PM0547'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10.0 MILES
 PM0547'NORTH OF GREEN BAY AND ABOUT 3.0 MILES SOUTHEAST OF LITTLE SUAMICO,
 PM0547'WI.
 PM0547
 PM0547                          STATION RECOVERY (1975)
 PM0547
 PM0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 PM0547'THE STATION MARK, REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION.
 PM0547'REFERENCE MARK 1 WAS FOUND ABOUT 5 FEET OUT IN THE WATER AND HAD
 PM0547'BEEN WASHED OUT OF ITS ORIGINAL POSITION AND TILTING.  REFERENCE
 PM0547'MARK 3 WAS ESTABLISHED, AND THE DISK WAS LEFT INTACT IN REFERENCE
 PM0547'MARK 1.  THE DISTANCE TO REFERENCE MARK 1 CHECKED, THE DIRECTION
 PM0547'WAS GREATER BY 2 MINUTES 37 SECONDS.  THE TO REACH WAS IN ERROR.  A
 PM0547'NEW TO REACH FOLLOWS.  THE STATION IS ON THE PROPERTY OF DON
 PM0547'JOHNSON, IT IS 88 FEET EAST OF THE CENTERLINE OF A SAND ROAD, 38 FEET
 PM0547'NORTH OF A CONCRETE BREAK WATER, 20 FEET WEST OF A CONCRETE BREAK
 PM0547'WATER, 10 FEET NORTHEAST OF A 24 INCH COTTONWOOD TREE AND 3 FEET
 PM0547'SOUTHEAST OF THE SOUTHEAST CORNER OF MR. DON JOHNSONS CABIN.  THE
 PM0547'MARK IS UNDERGROUND 4 INCHES AND THE DISK IS STAMPED LITTLE TAIL
 PM0547'1953.
 PM0547'
 PM0547'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE
 PM0547'HIGHWAYS 29 AND 32 AT THE WEST EDGE OF GREEN BAY, GO NORTH ON
 PM0547'HIGHWAY 41 FOR 10.0 MILES TO GRAVELED ROAD RIGHT AT THE BROWN-OCONTO
 PM0547'COUNTY LINE.  TURN RIGHT AND GO EAST ON THE GRAVELED ROAD FOR 1.2
 PM0547'MILES TO RAILROAD TRACKS.  CONTINUE AHEAD ON THE GRAVELED ROAD FOR
 PM0547'1.5 MILES TO THE END OF THE ROAD AND A GATE LEFT.  TURN LEFT AND GO
 PM0547'NORTH ON A SAND ROAD FOR 0.65 MILE TO THE THIRD CABIN AND STATION AS
 PM0547'DESCRIBED.
 PM0547'
 PM0547'REFERENCE MARK 2 IS 89 FEET EAST OF THE CENTERLINE OF THE SAND ROAD,
 PM0547'23 FEET WEST OF THE BREAK WATER, 10 FEET SOUTHWEST OF A 36 INCH
 PM0547'COTTONWOOD TREE, AND 4 FEET NORTH OF THE NORTHEAST CORNER OF THE
 PM0547'CABIN.  THE MARK IS FLUSH AND THE DISK IS STAMPED LITTLE TAIL NO 2
 PM0547'1953.
 PM0547'
 PM0547'REFERENCE MARK 3 IS 59 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 PM0547'CABIN, 26 FEET SOUTHWEST OF A 15 INCH COTTONWOOD TREE, 23 FEET
 PM0547'SOUTHEAST OF A POWER POLE AND 1 FOOT NORTH OF A METAL WITNESS POST.
 PM0547'THE MARK IS FLUSH AND THE DISK IS STAMPED LITTLE TAIL 1953 NO 3
 PM0547'1975.
 PM0547'
 PM0547'THERE IS NO AZIMUTH MARK TO THIS STATION.
 PM0547'
 PM0547'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES NORTH OF
 PM0547'GREEN BAY.
 PM0547
 PM0547                          STATION RECOVERY (1979)
 PM0547
 PM0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHD)
 PM0547'STATION, REFERENCE MARK NO. 2 AND REFERENCE MARK NO. 3 RECOVERED IN
 PM0547'GOOD CONDITION.  NO DATA FOR REFERENCE MARK NO. 3, 1953, 1975 WAS
 PM0547'AVAILABLE AT TIME OF RECOVERY.
 PM0547'
 PM0547'THE 1953 DATA ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0546 ***********************************************************************
 PM0546  DESIGNATION -  LITTLE TAIL USLS 1873
 PM0546  PID         -  PM0546
 PM0546  STATE/COUNTY-  WI/OCONTO
 PM0546  USGS QUAD   -  LITTLE TAIL POINT (1974)
 PM0546
 PM0546                         *CURRENT SURVEY CONTROL
 PM0546  ___________________________________________________________________
 PM0546* NAD 83(1991)-  44 41 14.65950(N)    087 59 22.84492(W)     ADJUSTED  
 PM0546* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 PM0546  ___________________________________________________________________
 PM0546  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 PM0546  GEOID HEIGHT-         -36.28  (meters)                     GEOID03
 PM0546
 PM0546  HORZ ORDER  -  FIRST
 PM0546
 PM0546.The horizontal coordinates were established by classical geodetic methods
 PM0546.and adjusted by the National Geodetic Survey in November 1991..
 PM0546
 PM0546.The orthometric height was scaled from a topographic map.
 PM0546
 PM0546.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0546
 PM0546.The geoid height was determined by GEOID03.
 PM0546
 PM0546;                    North         East     Units Scale Factor Converg.
 PM0546;SPC WI C     -    96,875.355   759,342.073   MT  0.99994611   +1 25 06.4
 PM0546;SPC WI C     -   317,831.89  2,491,274.78   sFT  0.99994611   +1 25 06.4
 PM0546;UTM  16      - 4,948,702.402   421,575.133   MT  0.99967563   -0 41 45.7
 PM0546
 PM0546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0546!SPC WI C     -   0.99997778  x   0.99994611  =   0.99992389
 PM0546!UTM  16      -   0.99997778  x   0.99967563  =   0.99965342
 PM0546
 PM0546                          SUPERSEDED SURVEY CONTROL
 PM0546
 PM0546  NAD 83(1986)-  44 41 14.65066(N)    087 59 22.83185(W) AD(       ) 1
 PM0546  NAD 27      -  44 41 14.68000(N)    087 59 22.45400(W) AD(       ) 1
 PM0546
 PM0546.Superseded values are not recommended for survey control.
 PM0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0546.See file dsdata.txt to determine how the superseded data were derived.
 PM0546
 PM0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2157548702(NAD 83)
 PM0546_MARKER: Z = SEE DESCRIPTION
 PM0546_SETTING: 0 = UNSPECIFIED SETTING
 PM0546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PM0546
 PM0546  HISTORY     - Date     Condition        Report By
 PM0546  HISTORY     - 1873     MONUMENTED       USLS
 PM0546  HISTORY     - 1953     MARK NOT FOUND   CGS
 PM0546
 PM0546                          STATION DESCRIPTION
 PM0546
 PM0546'DESCRIBED BY US LAKE SURVEY 1873
 PM0546'THIS STATION IS SITUATED ON THE WEST SHORE OF GREEN BAY, ABOUT 0.9
 PM0546'MILE SOUTH OF THE MOUTH OF LITTLE SUAMICO RIVER, ON LOW MARSHY
 PM0546'GROUND, AND ABOUT 10 METERS BACK FROM THE SHORE.  THE HEIGHT OF
 PM0546'STATION USED WAS 15 FEET.  THE GEODETIC POINT IS MARKED BY A STONE
 PM0546'OF THE USUAL FORM, SET SO THAT ITS UPPER END IS ABOUT 2-1/2 FEET
 PM0546'BELOW THE SURFACE OF THE GROUND.  DIRECTLY ABOVE IS SET ANOTHER
 PM0546'STONE, RISING SLIGHTLY ABOVE THE GROUND SURFACE.  TWO REFERENCE
 PM0546'STONES ARE SET, ONE SOUTH 00 DEG 27 MIN WEST, 16.25 METERS DISTANT,
 PM0546'AND ONE NORTH 36 DEG 46 MIN WEST, 9.25 METERS DISTANT FROM THE
 PM0546'GEODETIC POINT.  HEIGHT OF GROUND AT STATION, 2 FEET.
 PM0546
 PM0546                          STATION RECOVERY (1953)
 PM0546
 PM0546'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0546'STATION WAS SEARCHED FOR BY THE FIELD FOREMAN AND ALSO BY AN
 PM0546'OBSERVING PARTY AFTER WORKING AN INVERSE COMPUTATION FROM STATION
 PM0546'LITTLE TAIL 1953.  THE POSITION WHERE THE MARK SHOULD BE IS NOW
 PM0546'COVERED BY WATER FROM GREEN BAY.  RESIDENTS IN THE AREA STATE THAT
 PM0546'THE WATER HAS COVERED ABOUT 100 FEET OF PREVIOUS DRY LAND AT
 PM0546'THAT POINT.  THIS STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5018 ***********************************************************************
 DH5018  DESIGNATION -  LIVINGSTON GPS
 DH5018  PID         -  DH5018
 DH5018  STATE/COUNTY-  WI/IOWA
 DH5018  USGS QUAD   -  MONTFORT (1978)
 DH5018
 DH5018                         *CURRENT SURVEY CONTROL
 DH5018  ___________________________________________________________________
 DH5018* NAD 83(1997)-  42 53 08.05221(N)    090 24 25.79415(W)     ADJUSTED  
 DH5018* NAVD 88     -                                                        
 DH5018  ___________________________________________________________________
 DH5018  X           -     -33,263.506 (meters)                     COMP
 DH5018  Y           -  -4,680,722.118 (meters)                     COMP
 DH5018  Z           -   4,318,406.437 (meters)                     COMP
 DH5018  LAPLACE CORR-          -4.16  (seconds)                    DEFLEC99
 DH5018  ELLIP HEIGHT-         309.24  (meters)          (08/01/05) GPS OBS
 DH5018  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 DH5018
 DH5018  HORZ ORDER  -  FIRST
 DH5018  ELLP ORDER  -  SECOND    CLASS I
 DH5018
 DH5018.The horizontal coordinates were established by GPS observations
 DH5018.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5018
 DH5018
 DH5018.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5018
 DH5018.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5018
 DH5018.The ellipsoidal height was determined by GPS observations
 DH5018.and is referenced to NAD 83.
 DH5018
 DH5018.The geoid height was determined by GEOID03.
 DH5018
 DH5018;                    North         East     Units Scale Factor Converg.
 DH5018;SPC WI S     -    98,459.969   566,738.862   MT  0.99997279   -0 16 47.2
 DH5018;SPC WI S     -   323,030.75  1,859,375.75   sFT  0.99997279   -0 16 47.2
 DH5018;UTM  15      - 4,751,369.199   711,734.908   MT  1.00015157   +1 45 54.6
 DH5018
 DH5018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5018!SPC WI S     -   0.99995151  x   0.99997279  =   0.99992430
 DH5018!UTM  15      -   0.99995151  x   1.00015157  =   1.00010307
 DH5018
 DH5018                          SUPERSEDED SURVEY CONTROL
 DH5018
 DH5018.No superseded survey control is available for this station.
 DH5018
 DH5018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1173551369(NAD 83)
 DH5018_MARKER: DD = SURVEY DISK
 DH5018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5018_STAMPING: LIVINGSTON GPS 2004
 DH5018_MARK LOGO: WIDT  
 DH5018_PROJECTION: FLUSH
 DH5018_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5018+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2005
 DH5018
 DH5018  HISTORY     - Date     Condition        Report By
 DH5018  HISTORY     - 2003     MONUMENTED       WIDT
 DH5018  HISTORY     - 20051227 GOOD             WIDT
 DH5018
 DH5018                          STATION DESCRIPTION
 DH5018
 DH5018'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5018'OWNERSHIP--TOWNSHIP OF MIFFLIN.  TO REACH THE STATION FROM THE
 DH5018'JUNCTION OF STATE  HIGHWAY 80 WITH COUNTY HIGHWAY E IN THE VILLAGE OF
 DH5018'LIVINGSTON, GO EAST ON COUNTY  HIGHWAY E FOR 1.2 MI TO COUNTY HIGHWAY
 DH5018'XX ON THE LEFT AND COUNTY HIGHWAY E ON THE  RIGHT, TURN RIGHT AND GO
 DH5018'SOUTH ON COUNTY HIGHWAY E FOR 1.0 MI TO BOLLANT ROAD FOR 0.2 MI  TO
 DH5018'THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DH5018'OF  TRANSPORTATION GEODETIC SURVEY  CONTROL STATION DISK SET IN THE
 DH5018'TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH  THE HIGHWAY
 DH5018'PAVEMENT.  THE STATION IS 8.3 M SOUTH OF THE CENTERLINE OF BOLLANT
 DH5018'ROAD, 39  M WEST-SOUTHWEST OF POWERPOLE --5-1-20 4/0--, 31.6 M
 DH5018'EAST-SOUTHEAST OF POWERPOLE --5-1-20  2/0--, 1 M NORTH OF A CULTIVATED
 DH5018'FIELD, 1.0 M EAST OF AN ORANGE 4X4 PLASTIC WITNESS POST AND  1.0 M
 DH5018'WEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE--- THIS STATION
 DH5018'HAS NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE
 DH5018'THE HORIZON.
 DH5018
 DH5018                          STATION RECOVERY (2005)
 DH5018
 DH5018'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5018'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0143 ***********************************************************************
 ON0143  DESIGNATION -  LL 80
 ON0143  PID         -  ON0143
 ON0143  STATE/COUNTY-  WI/RICHLAND
 ON0143  USGS QUAD   -  BOAZ (1983)
 ON0143
 ON0143                         *CURRENT SURVEY CONTROL
 ON0143  ___________________________________________________________________
 ON0143* NAD 83(1986)-  43 20 38.     (N)    090 30 56.     (W)     SCALED    
 ON0143* NAVD 88     -       228.629  (meters)     750.09   (feet)  ADJUSTED  
 ON0143  ___________________________________________________________________
 ON0143  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 ON0143  DYNAMIC HT  -         228.570 (meters)     749.90  (feet)  COMP
 ON0143  MODELED GRAV-     980,356.5   (mgal)                       NAVD 88
 ON0143
 ON0143  VERT ORDER  -  SECOND    CLASS 0
 ON0143
 ON0143.The horizontal coordinates were scaled from a topographic map and have
 ON0143.an estimated accuracy of +/- 6 seconds.
 ON0143
 ON0143.The orthometric height was determined by differential leveling
 ON0143.and adjusted by the National Geodetic Survey in June 1991..
 ON0143
 ON0143.The geoid height was determined by GEOID03.
 ON0143
 ON0143.The dynamic height is computed by dividing the NAVD 88
 ON0143.geopotential number by the normal gravity value computed on the
 ON0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0143.degrees latitude (g = 980.6199 gals.).
 ON0143
 ON0143.The modeled gravity was interpolated from observed gravity values.
 ON0143
 ON0143;                    North         East    Units  Estimated Accuracy
 ON0143;SPC WI S     -   149,420.      558,200.      MT  (+/- 180 meters Scaled)
 ON0143
 ON0143                          SUPERSEDED SURVEY CONTROL
 ON0143
 ON0143  NGVD 29 (??/??/92)  228.670  (m)          750.23   (f) ADJ UNCH    2 0
 ON0143
 ON0143.Superseded values are not recommended for survey control.
 ON0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0143.See file dsdata.txt to determine how the superseded data were derived.
 ON0143
 ON0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ013020(NAD 83)
 ON0143_MARKER: DB = BENCH MARK DISK
 ON0143_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ON0143_SP_SET: BRIDGE
 ON0143_STAMPING: L L 80 1934
 ON0143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0143
 ON0143  HISTORY     - Date     Condition        Report By
 ON0143  HISTORY     - 1934     MONUMENTED       CGS
 ON0143
 ON0143                          STATION DESCRIPTION
 ON0143
 ON0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0143'1.3 MI SE FROM BOAZ.
 ON0143'1.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 14 FROM THE MISSOURI
 ON0143'LUTHERAN CHURCH AT BOAZ, RICHLAND COUNTY, AT A 39-FOOT CONCRETE
 ON0143'DECK BRIDGE, IN THE TOP OF THE SOUTHWEST CONCRETE WING WALL,
 ON0143'15 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH
 ON0143'THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0144 ***********************************************************************
 ON0144  DESIGNATION -  LL 80 RESET
 ON0144  PID         -  ON0144
 ON0144  STATE/COUNTY-  WI/RICHLAND
 ON0144  USGS QUAD   -  BOAZ (1983)
 ON0144
 ON0144                         *CURRENT SURVEY CONTROL
 ON0144  ___________________________________________________________________
 ON0144* NAD 83(1986)-  43 20 38.     (N)    090 30 56.     (W)     SCALED    
 ON0144* NAVD 88     -       230.29   (+/-2cm)     755.5    (feet)  VERTCON   
 ON0144  ___________________________________________________________________
 ON0144  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 ON0144
 ON0144  VERT ORDER  -  THIRD (See Below)
 ON0144
 ON0144.The horizontal coordinates were scaled from a topographic map and have
 ON0144.an estimated accuracy of +/- 6 seconds.
 ON0144
 ON0144.The NAVD 88 height was computed by applying the VERTCON shift value to
 ON0144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ON0144.The vertical order pertains to the NGVD 29 superseded value.
 ON0144
 ON0144.The geoid height was determined by GEOID03.
 ON0144
 ON0144;                    North         East    Units  Estimated Accuracy
 ON0144;SPC WI S     -   149,420.      558,200.      MT  (+/- 180 meters Scaled)
 ON0144
 ON0144                          SUPERSEDED SURVEY CONTROL
 ON0144
 ON0144  NGVD 29 (09/01/04)  230.33   (m)          755.7    (f) RESET       3  
 ON0144
 ON0144.Superseded values are not recommended for survey control.
 ON0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0144.See file dsdata.txt to determine how the superseded data were derived.
 ON0144
 ON0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ013020(NAD 83)
 ON0144_MARKER: DB = BENCH MARK DISK
 ON0144_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ON0144_SP_SET: BRIDGE ABUTMENT
 ON0144_STAMPING: LL 80 1934 RESET 1960
 ON0144_MARK LOGO: WIHD  
 ON0144_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ON0144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0144_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0144+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 ON0144
 ON0144  HISTORY     - Date     Condition        Report By
 ON0144  HISTORY     - 1960     MONUMENTED       WIHD
 ON0144  HISTORY     - 1963     GOOD             NGS
 ON0144  HISTORY     - 20020827 GOOD             WIDT
 ON0144
 ON0144                          STATION DESCRIPTION
 ON0144
 ON0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 ON0144'1.3 MI SE FROM BOAZ.
 ON0144'ABOUT 1.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 14 FROM THE MISSOURI
 ON0144'LUTHERAN CHURCH AT BOAZ, RICHLAND COUNTY, AT A 104-FOOT, 3-SPAN,
 ON0144'CONCRETE SLAB BRIDGE, AND SET IN THE TOP OF THE SOUTHWEST ABUTMENT,
 ON0144'15 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT LEVEL
 ON0144'WITH THE ROADWAY.
 ON0144
 ON0144                          STATION RECOVERY (2002)
 ON0144
 ON0144'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (TSS)
 ON0144'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 ON0144'STATION FROM THE JUNCTION OF US HIGHWAY 14 WITH STATE HIGHWAY 171
 ON0144'SOUTH WITH COUNTY HIGHWAY EAST NORTH ABOUT 0.6 MIILES NORTH OF THE
 ON0144'VILLAGE OF BOAZ, GO EAST ON US HIGHWAY 14 FOR 0.5 MI (0.8 KM) TO A
 ON0144'BRIDGE AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE US COAST
 ON0144'AND GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP OF A BRIDGE
 ON0144'ABUTMENT.  THE STATION IS 6.8 M (22.3 FT) SOUTH OF THE CENTERLINE OF
 ON0144'US HIGHWAY 14, 101 M (331.4 FT) EAST OF THE EXTENDED CENTERLINE OF
 ON0144'COUNTY HIGHWAY Z, 0.2 M (0.7 FT) SOUTH OF A GUARDRAIL, AND 0.2 M (0.7
 ON0144'FT) NORTH OF A PARAPET.  ---NOTE---THIS STATION HAS NO VISIBLE
 ON0144'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT
 ON0144'FOR TREES IN THE SOUTHEAST QUADRANT EXTENDING TO 35 DEGREES ABOVE THE
 ON0144'HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0310 ***********************************************************************
 OM0310  DESIGNATION -  LOCK 1
 OM0310  PID         -  OM0310
 OM0310  STATE/COUNTY-  WI/MARQUETTE
 OM0310  USGS QUAD   -  MONTELLO (1984)
 OM0310
 OM0310                         *CURRENT SURVEY CONTROL
 OM0310  ___________________________________________________________________
 OM0310* NAD 83(1986)-  43 47 35.     (N)    089 19 42.     (W)     SCALED    
 OM0310* NAVD 88     -       236.373  (meters)     775.50   (feet)  ADJUSTED  
 OM0310  ___________________________________________________________________
 OM0310  GEOID HEIGHT-         -35.97  (meters)                     GEOID03
 OM0310  DYNAMIC HT  -         236.317 (meters)     775.32  (feet)  COMP
 OM0310  MODELED GRAV-     980,377.7   (mgal)                       NAVD 88
 OM0310
 OM0310  VERT ORDER  -  SECOND    CLASS 0
 OM0310
 OM0310.The horizontal coordinates were scaled from a topographic map and have
 OM0310.an estimated accuracy of +/- 6 seconds.
 OM0310
 OM0310.The orthometric height was determined by differential leveling
 OM0310.and adjusted by the National Geodetic Survey in June 1991..
 OM0310
 OM0310.The geoid height was determined by GEOID03.
 OM0310
 OM0310.The dynamic height is computed by dividing the NAVD 88
 OM0310.geopotential number by the normal gravity value computed on the
 OM0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0310.degrees latitude (g = 980.6199 gals.).
 OM0310
 OM0310.The modeled gravity was interpolated from observed gravity values.
 OM0310
 OM0310;                    North         East    Units  Estimated Accuracy
 OM0310;SPC WI S     -   199,410.      654,060.      MT  (+/- 180 meters Scaled)
 OM0310
 OM0310                          SUPERSEDED SURVEY CONTROL
 OM0310
 OM0310  NGVD 29 (??/??/92)  236.402  (m)          775.60   (f) ADJ UNCH    2 0
 OM0310
 OM0310.Superseded values are not recommended for survey control.
 OM0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0310.See file dsdata.txt to determine how the superseded data were derived.
 OM0310
 OM0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP126515(NAD 83)
 OM0310_MARKER: P = PIPE CAP
 OM0310_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OM0310_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OM0310_STAMPING: USBM
 OM0310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0310
 OM0310  HISTORY     - Date     Condition        Report By
 OM0310  HISTORY     - UNK      MONUMENTED       DOD
 OM0310  HISTORY     - 1934     GOOD             NGS
 OM0310
 OM0310                          STATION DESCRIPTION
 OM0310
 OM0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OM0310'AT MONTELLO.
 OM0310'AT MONTELLO, MARQUETTE COUNTY, ON STATE HIGHWAY 23, ABOUT 200
 OM0310'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, ON THE SOUTH BANK
 OM0310'OF THE CANAL, 42 FEET SOUTHWEST OF THE END OF THE WEST WING
 OM0310'WALL, AND ON THE CREST OF THE BANK.  A CORPS OF ENGINEERS, U.S.
 OM0310'ARMY, STANDARD CAP, STAMPED USBM AND FASTENED TO THE TOP OF AN
 OM0310'IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0301 ***********************************************************************
 OM0301  DESIGNATION -  LOCK 1
 OM0301  PID         -  OM0301
 OM0301  STATE/COUNTY-  WI/GREEN LAKE
 OM0301  USGS QUAD   -  PRINCETON WEST (1984)
 OM0301
 OM0301                         *CURRENT SURVEY CONTROL
 OM0301  ___________________________________________________________________
 OM0301* NAD 83(1986)-  43 49 34.     (N)    089 09 25.     (W)     SCALED    
 OM0301* NAVD 88     -       233.219  (meters)     765.15   (feet)  ADJUSTED  
 OM0301  ___________________________________________________________________
 OM0301  GEOID HEIGHT-         -36.03  (meters)                     GEOID03
 OM0301  DYNAMIC HT  -         233.166 (meters)     764.98  (feet)  COMP
 OM0301  MODELED GRAV-     980,387.6   (mgal)                       NAVD 88
 OM0301
 OM0301  VERT ORDER  -  SECOND    CLASS 0
 OM0301
 OM0301.The horizontal coordinates were scaled from a topographic map and have
 OM0301.an estimated accuracy of +/- 6 seconds.
 OM0301
 OM0301.The orthometric height was determined by differential leveling
 OM0301.and adjusted by the National Geodetic Survey in June 1991..
 OM0301
 OM0301.The geoid height was determined by GEOID03.
 OM0301
 OM0301.The dynamic height is computed by dividing the NAVD 88
 OM0301.geopotential number by the normal gravity value computed on the
 OM0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0301.degrees latitude (g = 980.6199 gals.).
 OM0301
 OM0301.The modeled gravity was interpolated from observed gravity values.
 OM0301
 OM0301;                    North         East    Units  Estimated Accuracy
 OM0301;SPC WI S     -   203,210.      667,810.      MT  (+/- 180 meters Scaled)
 OM0301
 OM0301                          SUPERSEDED SURVEY CONTROL
 OM0301
 OM0301  NGVD 29 (??/??/92)  233.250  (m)          765.25   (f) ADJ UNCH    2 0
 OM0301
 OM0301.Superseded values are not recommended for survey control.
 OM0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0301.See file dsdata.txt to determine how the superseded data were derived.
 OM0301
 OM0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP265548(NAD 83)
 OM0301_MARKER: B = BOLT
 OM0301_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OM0301_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OM0301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0301
 OM0301  HISTORY     - Date     Condition        Report By
 OM0301  HISTORY     - UNK      MONUMENTED       DOD
 OM0301  HISTORY     - 1934     GOOD             NGS
 OM0301  HISTORY     - 1962     MARK NOT FOUND   USGS
 OM0301  HISTORY     - 20030514 MARK NOT FOUND   WIDT
 OM0301
 OM0301                          STATION DESCRIPTION
 OM0301
 OM0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OM0301'2.8 MI SW FROM PRINCETON.
 OM0301'2.8 MILES SOUTHWEST ALONG STATE HIGHWAY 23 FROM THE CHICAGO
 OM0301'AND NORTH WESTERN RAILWAY STATION AT PRINCETON, GREEN LAKE
 OM0301'COUNTY, ON FOX RIVER, 50 FEET TO THE LEFT OF THE FACE OF THE
 OM0301'LEFT WALL OF THE LOCK, 43.6 FEET ABOVE THE UPPER SIDE OF THE LOCK
 OM0301'HOUSE, AND 32.5 FEET BELOW THE UPPER HOLLOW QUOIN.  A COPPER
 OM0301'BOLT, SET IN TILE SURMOUNTED BY AN IRON PIPE.
 OM0301
 OM0301                          STATION RECOVERY (1962)
 OM0301
 OM0301'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 OM0301'MARK NOT FOUND.
 OM0301
 OM0301                          STATION RECOVERY (2003)
 OM0301
 OM0301'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 OM0301'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO0016 ***********************************************************************
 QO0016  DESIGNATION -  LOCK RM 1
 QO0016  PID         -  QO0016
 QO0016  STATE/COUNTY-  WI/BURNETT
 QO0016  USGS QUAD   -  HERTEL (1982)
 QO0016
 QO0016                         *CURRENT SURVEY CONTROL
 QO0016  ___________________________________________________________________
 QO0016* NAD 83(1986)-  45 48 35.     (N)    092 12 19.     (W)     SCALED    
 QO0016* NAVD 88     -       319.251  (meters)    1047.41   (feet)  ADJUSTED  
 QO0016  ___________________________________________________________________
 QO0016  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 QO0016  DYNAMIC HT  -         319.268 (meters)    1047.47  (feet)  COMP
 QO0016  MODELED GRAV-     980,657.7   (mgal)                       NAVD 88
 QO0016
 QO0016  VERT ORDER  -  SECOND    CLASS 0
 QO0016
 QO0016.The horizontal coordinates were scaled from a topographic map and have
 QO0016.an estimated accuracy of +/- 6 seconds.
 QO0016
 QO0016.The orthometric height was determined by differential leveling
 QO0016.and adjusted by the National Geodetic Survey in June 1991..
 QO0016
 QO0016.The geoid height was determined by GEOID03.
 QO0016
 QO0016.The dynamic height is computed by dividing the NAVD 88
 QO0016.geopotential number by the normal gravity value computed on the
 QO0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0016.degrees latitude (g = 980.6199 gals.).
 QO0016
 QO0016.The modeled gravity was interpolated from observed gravity values.
 QO0016
 QO0016;                    North         East    Units  Estimated Accuracy
 QO0016;SPC WI N     -    73,850.      428,620.      MT  (+/- 180 meters Scaled)
 QO0016
 QO0016                          SUPERSEDED SURVEY CONTROL
 QO0016
 QO0016  NGVD 29 (??/??/92)  319.230  (m)         1047.34   (f) ADJ UNCH    2 0
 QO0016
 QO0016.Superseded values are not recommended for survey control.
 QO0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0016.See file dsdata.txt to determine how the superseded data were derived.
 QO0016
 QO0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL617732(NAD 83)
 QO0016_MARKER: DR = REFERENCE MARK DISK
 QO0016_SETTING: 0 = UNSPECIFIED SETTING
 QO0016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0016
 QO0016  HISTORY     - Date     Condition        Report By
 QO0016  HISTORY     - 1934     MONUMENTED       CGS
 QO0016  HISTORY     - 1934     GOOD             NGS
 QO0016  HISTORY     - 19930604 MARK NOT FOUND   WI-013
 QO0016  HISTORY     - 20041126 MARK NOT FOUND   WIDT
 QO0016
 QO0016                          STATION DESCRIPTION
 QO0016
 QO0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QO0016'1.4 MI W FROM HERTEL.
 QO0016'ALONG STATE HIGHWAY NO. 70, 340 FT NORTH OF CENTER LINE, 190 FT S/W OF
 QO0016'TRIANGLATION STATION (LOCK 1934), 25 FT WEST OF CENTER LINE OF PRIVATE
 QO0016'ROAD ON CLUB GROUNDS.
 QO0016
 QO0016                          STATION RECOVERY (1993)
 QO0016
 QO0016'RECOVERY NOTE BY BURNETT COUNTY WISCONSIN 1993
 QO0016'MARK NOT FOUND.
 QO0016
 QO0016                          STATION RECOVERY (2004)
 QO0016
 QO0016'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 QO0016'TRIBAL BUILDING IN APPROXIMATE LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1229 ***********************************************************************
 PN1229  DESIGNATION -  LOCKER
 PN1229  PID         -  PN1229
 PN1229  STATE/COUNTY-  WI/MARATHON
 PN1229  USGS QUAD   -  DANCY (1991)
 PN1229
 PN1229                         *CURRENT SURVEY CONTROL
 PN1229  ___________________________________________________________________
 PN1229* NAD 83(1991)-  44 44 34.24158(N)    089 40 44.48880(W)     ADJUSTED  
 PN1229* NAVD 88     -       360.6    (meters)    1183.     (feet)  VERTCON   
 PN1229  ___________________________________________________________________
 PN1229  LAPLACE CORR-          -6.32  (seconds)                    DEFLEC99
 PN1229  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 PN1229
 PN1229  HORZ ORDER  -  SECOND
 PN1229
 PN1229.The horizontal coordinates were established by classical geodetic methods
 PN1229.and adjusted by the National Geodetic Survey in November 1991..
 PN1229
 PN1229.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1229
 PN1229.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1229
 PN1229.The geoid height was determined by GEOID03.
 PN1229
 PN1229;                    North         East     Units Scale Factor Converg.
 PN1229;SPC WI C     -   101,113.564   625,419.333   MT  0.99994340   +0 13 35.3
 PN1229;SPC WI C     -   331,736.75  2,051,896.60   sFT  0.99994340   +0 13 35.3
 PN1229;UTM  16      - 4,957,876.047   287,908.727   MT  1.00015318   -1 53 11.5
 PN1229
 PN1229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1229!SPC WI C     -   0.99994897  x   0.99994340  =   0.99989237
 PN1229!UTM  16      -   0.99994897  x   1.00015318  =   1.00010214
 PN1229
 PN1229|---------------------------------------------------------------------|
 PN1229| PID    Reference Object                     Distance      Geod. Az  |
 PN1229|                                                           dddmmss.s |
 PN1229| CR9799 LOCKER RM 1                          13.320 METERS 00231     |
 PN1229| CR9800 LOCKER RM 2                          18.261 METERS 27320     |
 PN1229|---------------------------------------------------------------------|
 PN1229
 PN1229                          SUPERSEDED SURVEY CONTROL
 PN1229
 PN1229  NAD 83(1986)-  44 44 34.24093(N)    089 40 44.49749(W) AD(       ) 2
 PN1229  NGVD 29 (01/12/90)  360.6    (m)         1183.     (f) VERT ANG       
 PN1229
 PN1229.Superseded values are not recommended for survey control.
 PN1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1229.See file dsdata.txt to determine how the superseded data were derived.
 PN1229
 PN1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ8790957876(NAD 83)
 PN1229_MARKER: DE = TRAVERSE STATION DISK
 PN1229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN1229_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1229+STABILITY: SURFACE MOTION
 PN1229
 PN1229  HISTORY     - Date     Condition        Report By
 PN1229  HISTORY     - 1979     MONUMENTED       WIDT
 PN1229  HISTORY     - 19950422 GOOD             USPSQD
 PN1229  HISTORY     - 20050924 GOOD             USPSQD
 PN1229
 PN1229                          STATION DESCRIPTION
 PN1229
 PN1229'DESCRIBED BY WI DEPT OF TRANSP 1979 (LTK)
 PN1229'THE STATION IS LOCATED ABOUT 17 MILES NORTH NORTHWEST OF STEVENS
 PN1229'POINT, 3.5 MILES SOUTH SOUTHEAST OF MOSINEE, AND 1.0 MILE NORTH
 PN1229'NORTHEAST OF KNOWLTON NEAR THE SOUTHEAST CORNER OF THE LOCKER ROAD
 PN1229'STRUCTURE OVER USH 51.
 PN1229'
 PN1229'TO REACH THE STATION FROM THE CENTER OF THE STH 34 STRUCTURE OVER USH
 PN1229'51 ABOUT 3 MILES SOUTH SOUTHEAST OF MOSINEE, GO WEST ON STH 34 FOR
 PN1229'0.25 MILE TO JUNCTION WITH OLD USH 51.  TURN RIGHT AND GO NORTH ON OLD
 PN1229'USH 51 FOR 1.07 MILES TO JUNCTION WITH LOCKER ROAD.  TURN RIGHT AND GO
 PN1229'EAST ON LOCKER ROAD FOR 0.32 MILE TO STATION NEAR SOUTHEAST CORNER OF
 PN1229'STRUCTURE OVER USH 51.
 PN1229'
 PN1229'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---LOCKER 1979---.
 PN1229'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 PN1229'MONUMENT WHICH PROJECTS 4 INCHES ABOVE GROUND.  IT IS 57.5 FEET EAST
 PN1229'OF THE BASE OF SOUTHEAST END OF CONCRETE WINGWALL, 22 FEET SOUTH OF
 PN1229'THE CENTER OF LOCKER ROAD, 4 FEET SOUTH OF METAL GUARDRAIL, AND 2 FEET
 PN1229'SOUTH OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 PN1229'IRREGULAR MASS OF CONCRETE 4.5 FEET BELOW THE GROUND SURFACE.
 PN1229'
 PN1229'REFERENCE MARK 1 IS A STANDARD WIDT DISK
 PN1229'STAMPED---LOCKER RM 1 1979---,   SET IN
 PN1229'THE TOP OF A 16 INCH CYLINRICAL CONCRETE MONUMENT WHICH
 PN1229'PROJECTS 4 INCHES ABOVE GROUND.  IT IS 58 FEET EAST OF THE NORTHEAST
 PN1229'END OF THE NORTHEAST WINGWALL, 22 FEET NORTH OF THE CENTER OF LOCKER
 PN1229'ROAD, AND 4 FEET NORTH OF THE METAL GUARDRAIL.
 PN1229'
 PN1229'REFERENCE MARK 2 IS A STANDARD WIDT DISK
 PN1229'STAMPED---LOCKER RM 2 1979---,   SET IN
 PN1229'A HORIZONTAL DRILL HOLE IN THE VERTICAL FACE OF THE SOUTHEAST
 PN1229'WINGWALL OF THE HIGHWAY STRUCTURE.  IT IS 59.5 FEET WEST OF A METAL
 PN1229'WITNESS POST, 19 FEET SOUTH OF THE CENTER OF LOCKER ROAD, AND 3 FEET
 PN1229'WEST OF THE SOUTHEAST END OF THE WINGWALL.
 PN1229'NO AZIMUTH MARK WAS SET.  HEIGHT OF LIGHT ABOVE MARK WAS 1.52 METERS.
 PN1229
 PN1229                          STATION RECOVERY (1995)
 PN1229
 PN1229'RECOVERY NOTE BY US POWER SQUADRON 1995
 PN1229'RECOVERED IN GOOD CONDITION.
 PN1229
 PN1229                          STATION RECOVERY (2005)
 PN1229
 PN1229'RECOVERY NOTE BY US POWER SQUADRON 2005 (DS)
 PN1229'STATION IS TWO FEET NORTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1118 ***********************************************************************
 OM1118  DESIGNATION -  LODI
 OM1118  PID         -  OM1118
 OM1118  STATE/COUNTY-  WI/COLUMBIA
 OM1118  USGS QUAD   -  ARLINGTON (1984)
 OM1118
 OM1118                         *CURRENT SURVEY CONTROL
 OM1118  ___________________________________________________________________
 OM1118* NAD 83(1991)-  43 21 36.43455(N)    089 29 22.05213(W)     ADJUSTED  
 OM1118* NAVD 88     -       344.     (meters)    1129.     (feet)  SCALED    
 OM1118  ___________________________________________________________________
 OM1118  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 OM1118  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 OM1118
 OM1118  HORZ ORDER  -  SECOND
 OM1118
 OM1118.The horizontal coordinates were established by classical geodetic methods
 OM1118.and adjusted by the National Geodetic Survey in November 1991..
 OM1118
 OM1118.The orthometric height was scaled from a topographic map.
 OM1118
 OM1118.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1118
 OM1118.The geoid height was determined by GEOID03.
 OM1118
 OM1118;                    North         East     Units Scale Factor Converg.
 OM1118;SPC WI S     -   151,222.928   641,383.026   MT  0.99993280   +0 21 02.9
 OM1118;SPC WI S     -   496,137.22  2,104,270.81   sFT  0.99993280   +0 21 02.9
 OM1118;UTM  16      - 4,803,816.728   298,273.617   MT  1.00010060   -1 42 35.2
 OM1118
 OM1118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1118!SPC WI S     -   0.99995154  x   0.99993280  =   0.99988435
 OM1118!UTM  16      -   0.99995154  x   1.00010060  =   1.00005214
 OM1118
 OM1118|---------------------------------------------------------------------|
 OM1118| PID    Reference Object                     Distance      Geod. Az  |
 OM1118|                                                           dddmmss.s |
 OM1118| CI9183 LODI RM 1                            24.956 METERS 10848     |
 OM1118| CI9184 LODI RM 2                            24.889 METERS 19434     |
 OM1118| CI9182 LODI AZ MK                                         2205458.4 |
 OM1118|---------------------------------------------------------------------|
 OM1118
 OM1118                          SUPERSEDED SURVEY CONTROL
 OM1118
 OM1118  NAD 83(1986)-  43 21 36.42715(N)    089 29 22.05806(W) AD(       ) 2
 OM1118  NAD 27      -  43 21 36.47590(N)    089 29 21.62780(W) AD(       ) 2
 OM1118
 OM1118.Superseded values are not recommended for survey control.
 OM1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1118.See file dsdata.txt to determine how the superseded data were derived.
 OM1118
 OM1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP9827403817(NAD 83)
 OM1118_MARKER: DS = TRIANGULATION STATION DISK
 OM1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1118
 OM1118  HISTORY     - Date     Condition        Report By
 OM1118  HISTORY     - 1958     MONUMENTED       CGS
 OM1118
 OM1118                          STATION DESCRIPTION
 OM1118
 OM1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1118'THE STATION IS ABOUT 4 MILES NORTHEAST OF LODI, AND 5 MILES
 OM1118'SOUTHWEST OF POYNETTE ON TOP OF A HILL ON THE PROPERTY OF
 OM1118'MR. LEONARD L. LOEB.  IT IS IN A CLEARED FIELD 437 FEET EAST
 OM1118'OF A WOODS, 84 FEET SOUTH OF A SMALL CEDAR TREE, 34 FEET
 OM1118'SOUTH OF A LARGE PILE OF BOULDERS, 34 FEET SOUTHEAST OF A
 OM1118'SMALL PLUM BUSH, AND 5 FEET SOUTHWEST OF A WHITE WITNESS
 OM1118'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED LODI 1958.
 OM1118'
 OM1118'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 OM1118'60 AND 113 (INTERSECTION OF PORTAGE AND MAIN STREETS) IN LODI,
 OM1118'GO EAST ON HIGHWAY 60 FOR 0.6 MILE TO A FORK.  TAKE THE LEFT
 OM1118'FORK AND GO NORTH ON THE PAVED ROAD FOR 0.7 MILE TO THE JUNCTION
 OM1118'OF COUNTY ROAD J.  CONTINUE NORTH ON ROAD J FOR 1.25 MILES
 OM1118'TO THE JUNCTION OF COUNTY ROAD V.  CONTINUE NORTH ON COUNTY
 OM1118'ROADS V AND J FOR 1.10 MILES TO A PAVED SIDE ROAD LEFT.
 OM1118'(COUNTY ROAD V GOES WEST).  CONTINUE NORTH ON ROAD J FOR 0.7
 OM1118'MILE TO A PAVED SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON
 OM1118'THE PAVED ROAD FOR 0.75 MILE TO A GRAVELED SIDE ROAD RIGHT.
 OM1118'TURN RIGHT AND GO SOUTH ON THE GRAVELED ROAD FOR 0.35 MILE
 OM1118'TO A FARMHOUSE ON THE LEFT.  GO SOUTHEAST ON THE FIELD ROAD
 OM1118'FOR 0.05 MILE TO POINT WHERE ROAD TURNS SOUTH.  TURN SOUTH
 OM1118'AND GO 0.05 MILE ON THE FIELD ROAD TO A FORK.  TAKE RIGHT
 OM1118'FORK AND GO SOUTH ON THE FIELD ROAD FOR 0.05 MILE TO A FENCE
 OM1118'CORNER AND A GAP.  CONTINUE SOUTH ON THE FIELD ROAD FOR 0.2
 OM1118'MILE TO A WIRE GATE.  GO THROUGH GATE AND CONTINUE SOUTH ON THE
 OM1118'FIELD ROAD FOR 0.2 MILE TO A WIRE FENCE.  CROSS FENCE AND
 OM1118'GO WEST ON A DIM FIELD ROAD FOR 0.4 MILE TO THE
 OM1118'STATION.
 OM1118'
 OM1118'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ACROSS
 OM1118'THE FIELD FOR 0.2 MILE TO THE EDGE OF THE WOODS AND THE AZIMUTH
 OM1118'MARK.
 OM1118'
 OM1118'REFERENCE MARK 1 IS 79 FEET SOUTH OF A SMALL PLUM TREE, 76
 OM1118'FEET EAST OF A WHITE WITNESS POST AND 63 FEET SOUTHWEST OF A SMALL
 OM1118'PLUM TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED LODI
 OM1118'NO 1 1958.
 OM1118'
 OM1118'REFERENCE MARK 2 IS 52 FEET SOUTH OF A BOULDER PROJECTING
 OM1118'6 INCHES ABOVE GROUND, AND 83 FEET SOUTHEAST OF A WHITE WITNESS
 OM1118'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED LODI NO
 OM1118'2 1958.
 OM1118'
 OM1118'THE AZIMUTH MARK IS 6 INCHES EAST OF A WIRE FENCE, 18 FEET
 OM1118'NORTH OF AN 18 INCH OAK TREE, AND 2 FEET NORTH OF A WHITE
 OM1118'WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK
 OM1118'IS STAMPED LODI 1958.
 OM1118'
 OM1118'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5584 ***********************************************************************
 DH5584  DESIGNATION -  LODI GPS
 DH5584  PID         -  DH5584
 DH5584  STATE/COUNTY-  WI/COLUMBIA
 DH5584  USGS QUAD   -  LODI (1975)
 DH5584
 DH5584                         *CURRENT SURVEY CONTROL
 DH5584  ___________________________________________________________________
 DH5584* NAD 83(1997)-  43 20 17.11006(N)    089 30 59.91228(W)     ADJUSTED  
 DH5584* NAVD 88     -                                                        
 DH5584  ___________________________________________________________________
 DH5584  X           -      39,197.846 (meters)                     COMP
 DH5584  Y           -  -4,646,285.468 (meters)                     COMP
 DH5584  Z           -   4,355,079.006 (meters)                     COMP
 DH5584  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 DH5584  ELLIP HEIGHT-         267.11  (meters)          (08/01/05) GPS OBS
 DH5584  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 DH5584
 DH5584  HORZ ORDER  -  FIRST
 DH5584  ELLP ORDER  -  SECOND    CLASS I
 DH5584
 DH5584.The horizontal coordinates were established by GPS observations
 DH5584.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5584
 DH5584
 DH5584.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5584
 DH5584.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5584
 DH5584.The ellipsoidal height was determined by GPS observations
 DH5584.and is referenced to NAD 83.
 DH5584
 DH5584.The geoid height was determined by GEOID03.
 DH5584
 DH5584;                    North         East     Units Scale Factor Converg.
 DH5584;SPC WI S     -   148,761.971   639,193.832   MT  0.99993315   +0 19 55.6
 DH5584;SPC WI S     -   488,063.23  2,097,088.43   sFT  0.99993315   +0 19 55.6
 DH5584;UTM  16      - 4,801,435.650   295,996.972   MT  1.00011196   -1 43 40.0
 DH5584
 DH5584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5584!SPC WI S     -   0.99995811  x   0.99993315  =   0.99989127
 DH5584!UTM  16      -   0.99995811  x   1.00011196  =   1.00007007
 DH5584
 DH5584                          SUPERSEDED SURVEY CONTROL
 DH5584
 DH5584.No superseded survey control is available for this station.
 DH5584
 DH5584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP9599701436(NAD 83)
 DH5584_MARKER: DD = SURVEY DISK
 DH5584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5584_STAMPING: LODI GPS 1994
 DH5584_MARK LOGO: WIDT  
 DH5584_PROJECTION: PROJECTING 3 CENTIMETERS
 DH5584_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5584+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2003
 DH5584
 DH5584  HISTORY     - Date     Condition        Report By
 DH5584  HISTORY     - 1994     MONUMENTED       WI-021
 DH5584  HISTORY     - 20030813 GOOD             WIDT
 DH5584
 DH5584                          STATION DESCRIPTION
 DH5584
 DH5584'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5584'OWNERSHIP--COLUMBIA COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5584'STATE HIGHWAY  60 WITH STATE HIGHWAY 113 IN THE VILLAGE OF LODI, GO
 DH5584'NORTHEAST ON STATE HIGHWAY 60  (PORTAGE STREET) FOR 0.6 MI TO LINDSAY
 DH5584'ROAD ON HTE LEFT, TURN LEFT AND GO NORTH ON  LINDSAY ROAD ROAD FOR 0.7
 DH5584'MI TO WESLL ROAD, CONTINUE NORTH ON COUNTY HIGHWAY J FOR 0.5  MI TO
 DH5584'THE STATION ON THE RIGHT.  ---NOTE---LINDSAY ROAD CHANGES TO COUNTY
 DH5584'HIGHWAY J AT  THE INTERSECTION WITH WELLS ROAD.  THE STATION IS A
 DH5584'BRONZE WISCONSIN DEPARTMENT OF  TRANSPORTATION GEODETIC CONTROL MARKER
 DH5584'DISK SET IN THE TOP OF A 45-CM DIAMETER  CONCRETE POST ABOUT LEVEL
 DH5584'WITH THE HIGHWAY PAVEMENT.  THE STATION IS 11.0 M EAST OF THE
 DH5584'CENTERLINE OF COUNTY HIGHWAY J, 0.4 MI SOUTH OF PRIVATE ENTRANCE
 DH5584'--N1896--, 16 M WEST OF A  BARB WIRE FENCE, 1.4 M WEST OF A WHITE
 DH5584'PLASTIC WITNESS POST, 1 M NORTH OF THE  EXTENDED CENTERLINE OF A
 DH5584'CEMETARY ENTRANCE AND 1.0 M EAST, SOUTHWEST AND  NORTHWEST OF THREE
 DH5584'ORANGE 4X4 PLASTIC WITNESS POSTS.  ---NOTE 2---THIS STATION HAS NO
 DH5584'VISIBLE  OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH5584'HORIZON.  ---NOTE 3---THIS  STATION HAS BEEN HIT BY A MOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5585 ***********************************************************************
 DH5585  DESIGNATION -  LODI N GPS
 DH5585  PID         -  DH5585
 DH5585  STATE/COUNTY-  WI/COLUMBIA
 DH5585  USGS QUAD   -  LODI (1975)
 DH5585
 DH5585                         *CURRENT SURVEY CONTROL
 DH5585  ___________________________________________________________________
 DH5585* NAD 83(1997)-  43 21 44.42815(N)    089 30 23.31924(W)     ADJUSTED  
 DH5585* NAVD 88     -                                                        
 DH5585  ___________________________________________________________________
 DH5585  X           -      40,005.939 (meters)                     COMP
 DH5585  Y           -  -4,644,398.345 (meters)                     COMP
 DH5585  Z           -   4,357,010.016 (meters)                     COMP
 DH5585  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 DH5585  ELLIP HEIGHT-         225.46  (meters)          (08/01/05) GPS OBS
 DH5585  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 DH5585
 DH5585  HORZ ORDER  -  FIRST
 DH5585  ELLP ORDER  -  SECOND    CLASS I
 DH5585
 DH5585.The horizontal coordinates were established by GPS observations
 DH5585.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5585
 DH5585
 DH5585.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5585
 DH5585.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5585
 DH5585.The ellipsoidal height was determined by GPS observations
 DH5585.and is referenced to NAD 83.
 DH5585
 DH5585.The geoid height was determined by GEOID03.
 DH5585
 DH5585;                    North         East     Units Scale Factor Converg.
 DH5585;SPC WI S     -   151,461.293   640,002.099   MT  0.99993278   +0 20 20.8
 DH5585;SPC WI S     -   496,919.26  2,099,740.22   sFT  0.99993278   +0 20 20.8
 DH5585;UTM  16      - 4,804,104.642   296,901.919   MT  1.00010743   -1 43 17.6
 DH5585
 DH5585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5585!SPC WI S     -   0.99996465  x   0.99993278  =   0.99989743
 DH5585!UTM  16      -   0.99996465  x   1.00010743  =   1.00007207
 DH5585
 DH5585                          SUPERSEDED SURVEY CONTROL
 DH5585
 DH5585.No superseded survey control is available for this station.
 DH5585
 DH5585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP9690204105(NAD 83)
 DH5585_MARKER: DD = SURVEY DISK
 DH5585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5585_STAMPING: LODI N GPS 1994
 DH5585_MARK LOGO: WIDT  
 DH5585_PROJECTION: FLUSH
 DH5585_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5585+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2003
 DH5585
 DH5585  HISTORY     - Date     Condition        Report By
 DH5585  HISTORY     - 1994     MONUMENTED       WI-021
 DH5585  HISTORY     - 20030813 GOOD             WIDT
 DH5585
 DH5585                          STATION DESCRIPTION
 DH5585
 DH5585'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5585'OWNERSHIP--COLUMBIA COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5585'COUNTY  HIGHWAY J WITH COUNTY HIGHWAY V NORTH ABOUT 3 MI NORTHEAST OF
 DH5585'THE VILLAGE OF LODI, GO  NORTHWEST ON COUNTY HIGHWAY V NORTH FOR 0.15M
 DH5585'TO THE STATION ON THE LEFT.  THE  STATION IS A BRONZE WISCONSIN
 DH5585'DEPARTMENT OF TRANSPORTATION GEODETIC CONTROL MARKER  SET IN THE TOP
 DH5585'OF A 45-CM CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DH5585'STATION IS 12.6 M SOUTHWEST OF THE CENTERLINE OF COUNTY HIGHWAY V, 59
 DH5585'M EAST OF A  TELEPHONE PEDESTAL, 30.6 M SOUTH OF POWER POLE --10-8-11
 DH5585'42/38--, 2 M NORTHEAST OF A  CULTIVATED FIELD, AND 0.8 M NORTHEAST OF
 DH5585'A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS  STATION HAS NO VISIBLE
 DH5585'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE  HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5599 ***********************************************************************
 DH5599  DESIGNATION -  LODI W GPS
 DH5599  PID         -  DH5599
 DH5599  STATE/COUNTY-  WI/COLUMBIA
 DH5599  USGS QUAD   -  LODI (1975)
 DH5599
 DH5599                         *CURRENT SURVEY CONTROL
 DH5599  ___________________________________________________________________
 DH5599* NAD 83(1997)-  43 18 55.39989(N)    089 34 30.78930(W)     ADJUSTED  
 DH5599* NAVD 88     -                                                        
 DH5599  ___________________________________________________________________
 DH5599  X           -      34,460.466 (meters)                     COMP
 DH5599  Y           -  -4,648,052.121 (meters)                     COMP
 DH5599  Z           -   4,353,243.357 (meters)                     COMP
 DH5599  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 DH5599  ELLIP HEIGHT-         265.37  (meters)          (08/01/05) GPS OBS
 DH5599  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 DH5599
 DH5599  HORZ ORDER  -  FIRST
 DH5599  ELLP ORDER  -  SECOND    CLASS I
 DH5599
 DH5599.The horizontal coordinates were established by GPS observations
 DH5599.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5599
 DH5599
 DH5599.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5599
 DH5599.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5599
 DH5599.The ellipsoidal height was determined by GPS observations
 DH5599.and is referenced to NAD 83.
 DH5599
 DH5599.The geoid height was determined by GEOID03.
 DH5599
 DH5599;                    North         East     Units Scale Factor Converg.
 DH5599;SPC WI S     -   146,214.661   634,456.915   MT  0.99993367   +0 17 30.7
 DH5599;SPC WI S     -   479,705.93  2,081,547.40   sFT  0.99993367   +0 17 30.7
 DH5599;UTM  16      - 4,799,059.766   291,170.650   MT  1.00013648   -1 46 02.2
 DH5599
 DH5599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5599!SPC WI S     -   0.99995839  x   0.99993367  =   0.99989206
 DH5599!UTM  16      -   0.99995839  x   1.00013648  =   1.00009486
 DH5599
 DH5599                          SUPERSEDED SURVEY CONTROL
 DH5599
 DH5599.No superseded survey control is available for this station.
 DH5599
 DH5599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9117199060(NAD 83)
 DH5599_MARKER: DD = SURVEY DISK
 DH5599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5599_STAMPING: LODI W GPS 1994
 DH5599_MARK LOGO: WIDT  
 DH5599_PROJECTION: FLUSH
 DH5599_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5599+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2003
 DH5599
 DH5599  HISTORY     - Date     Condition        Report By
 DH5599  HISTORY     - 1994     MONUMENTED       WI-021
 DH5599  HISTORY     - 20030814 GOOD             WIDT
 DH5599
 DH5599                          STATION DESCRIPTION
 DH5599
 DH5599'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5599'OWNERSHIP--TOWN OF LODI.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5599'STATE HIGHWAY 113  WITH COUNTY HIGHWAY J ABOUT 1 MI NORTHWEST OF THE
 DH5599'VILLAGE OF LODI, GO WEST ON COUNTY  HIGHWAY J FOR 2.0 MI TO LOVERING
 DH5599'ROAD ON THE LEFT, TURN LEFT AND GO SOUTH ON LOVERING  ROAD FOR 1.0 MI
 DH5599'TO REYNOLDS ROAD, TURN LEFT AND GO EAST ON REYNOLDS ROAD FOR 0.3 MI TO
 DH5599'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DH5599'DEPARTMENT OF  TRANSPORTATION GEODEDIC CONTROL MARKER DISK SET ON TOP
 DH5599'OF A 45-CM DIAMETER CONCRETE  POST ABOUT 0.2 M ABOVE THE ROAD
 DH5599'PAVEMENT.  THE STATION IS 10.2 M SOUTH OF THE CENTERLINE  OF REYNOLDS
 DH5599'ROAD, 49.4 M SOUTHEAST OF POWER POLE --10-8-29 15/29--, AND 17.6 M
 DH5599'WEST OF A  FIELD ENTRANCE.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH5599'OBSTRUCTIONS EXTENDING HIGHER THAN  20 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5104 ***********************************************************************
 DH5104  DESIGNATION -  LOGANVILLE GPS
 DH5104  PID         -  DH5104
 DH5104  STATE/COUNTY-  WI/SAUK
 DH5104  USGS QUAD   -  LOGANVILLE (1983)
 DH5104
 DH5104                         *CURRENT SURVEY CONTROL
 DH5104  ___________________________________________________________________
 DH5104* NAD 83(1997)-  43 22 36.16684(N)    090 00 58.07101(W)     ADJUSTED  
 DH5104* NAVD 88     -                                                        
 DH5104  ___________________________________________________________________
 DH5104  X           -      -1,307.328 (meters)                     COMP
 DH5104  Y           -  -4,643,550.806 (meters)                     COMP
 DH5104  Z           -   4,358,243.386 (meters)                     COMP
 DH5104  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 DH5104  ELLIP HEIGHT-         331.19  (meters)          (08/01/05) GPS OBS
 DH5104  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 DH5104
 DH5104  HORZ ORDER  -  FIRST
 DH5104  ELLP ORDER  -  SECOND    CLASS I
 DH5104
 DH5104.The horizontal coordinates were established by GPS observations
 DH5104.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5104
 DH5104
 DH5104.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5104
 DH5104.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5104
 DH5104.The ellipsoidal height was determined by GPS observations
 DH5104.and is referenced to NAD 83.
 DH5104
 DH5104.The geoid height was determined by GEOID03.
 DH5104
 DH5104;                    North         East     Units Scale Factor Converg.
 DH5104;SPC WI S     -   152,939.650   598,692.828   MT  0.99993264   -0 00 39.9
 DH5104;SPC WI S     -   501,769.50  1,964,211.39   sFT  0.99993264   -0 00 39.9
 DH5104;UTM  15      - 4,806,974.439   741,725.521   MT  1.00031882   +2 03 01.0
 DH5104;UTM  16      - 4,807,068.514   255,660.798   MT  1.00033445   -2 04 20.9
 DH5104
 DH5104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5104!SPC WI S     -   0.99994807  x   0.99993264  =   0.99988071
 DH5104!UTM  15      -   0.99994807  x   1.00031882  =   1.00026687
 DH5104!UTM  16      -   0.99994807  x   1.00033445  =   1.00028250
 DH5104
 DH5104                          SUPERSEDED SURVEY CONTROL
 DH5104
 DH5104.No superseded survey control is available for this station.
 DH5104
 DH5104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ4172606974(NAD 83)
 DH5104_MARKER: DD = SURVEY DISK
 DH5104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5104_STAMPING: LOGANVILLE GPS 2004
 DH5104_MARK LOGO: WIDT  
 DH5104_PROJECTION: FLUSH
 DH5104_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5104+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5104
 DH5104  HISTORY     - Date     Condition        Report By
 DH5104  HISTORY     - 2003     MONUMENTED       WIDT
 DH5104
 DH5104                          STATION DESCRIPTION
 DH5104
 DH5104'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5104'OWNERSHIP--TOWN OF FRANKLIN.  TO REACH THE STATION FROM THE JUNCTION
 DH5104'OF STATE HIGHWAY  23 WITH COUNTY HIGHWAY W EAST AND FRIENDSHIP DRIVE
 DH5104'ABOUT 9.0 MI NORTH OF THE VILLAGE OF  PLAIN, GO EAST ON COUNTY HIGHWAY
 DH5104'W FOR 0.4 MI TO SKYVIEW DRIVE ON THE RIGHT, TURN RIGHT  AND GO SOUTH
 DH5104'ON SKYVIEW DRIVE FOR 1.0 MI TO SOUTH LINE ROAD, TURN LEFT AND GO EAST
 DH5104'THEN  SOUTH ON SOUTH LINE ROAD FOR 0.7 MI TO COLD SPRINGS ROAD ON THE
 DH5104'LEFT, TURN LEFT AND GO  EAST ON COLD SPRINGS ROAD FOR 0.1 MI TO THE
 DH5104'STATION ON THE LEFT.  THE STATION IS A BRONZE  WISCONSIN DEPARTMENT OF
 DH5104'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN  THE TOP OF
 DH5104'A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD PAVEMENT.
 DH5104'THE  STATION IS 7.1 M NORTH OF THE CENTERLINE OF COLD SPRINGS ROAD, 55
 DH5104'M WEST-NORTHWEST OF  POWER POLE --10-4-4 49/40--, 44.1 M
 DH5104'EAST-NORTHEAST OF A WOOD POST FOR A --CURVY ROAD--  SIGN, 6.5 M WEST
 DH5104'OF THE CENTERLINE OF A FIELD ENTRANCE AND 1.0 M EAST AND WEST OF TWO
 DH5104'ORANGE 4X4 PLASTIC WITNESS POSTS.  ---NOTE---THIS  STATION HAS NO
 DH5104'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES  ABOVE THE
 DH5104'HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC9048 ***********************************************************************
 AC9048  DESIGNATION -  LOHFINK
 AC9048  PID         -  AC9048
 AC9048  STATE/COUNTY-  WI/DUNN
 AC9048  USGS QUAD   -  GRAYTOWN (1975)
 AC9048
 AC9048                         *CURRENT SURVEY CONTROL
 AC9048  ___________________________________________________________________
 AC9048* NAD 83(1997)-  45 11 42.53150(N)    092 08 07.98227(W)     ADJUSTED  
 AC9048* NAVD 88     -       360.4    (meters)    1182.     (feet)  GPS OBS   
 AC9048  ___________________________________________________________________
 AC9048  X           -    -167,778.663 (meters)                     COMP
 AC9048  Y           -  -4,499,334.806 (meters)                     COMP
 AC9048  Z           -   4,502,891.706 (meters)                     COMP
 AC9048  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 AC9048  ELLIP HEIGHT-         329.92  (meters)          (06/17/02) GPS OBS
 AC9048  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 AC9048
 AC9048  HORZ ORDER  -  FIRST
 AC9048  ELLP ORDER  -  SECOND    CLASS I
 AC9048
 AC9048.The horizontal coordinates were established by GPS observations
 AC9048.and adjusted by the National Geodetic Survey in June 2002..
 AC9048
 AC9048.The orthometric height was determined by GPS observations and a
 AC9048.high-resolution geoid model.
 AC9048
 AC9048.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9048
 AC9048.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9048
 AC9048.The ellipsoidal height was determined by GPS observations
 AC9048.and is referenced to NAD 83.
 AC9048
 AC9048.The geoid height was determined by GEOID03.
 AC9048
 AC9048;                    North         East     Units Scale Factor Converg.
 AC9048;SPC WI C     -   153,531.816   432,217.844   MT  0.99995618   -1 30 24.5
 AC9048;SPC WI C     -   503,712.30  1,418,034.71   sFT  0.99995618   -1 30 24.5
 AC9048;UTM  15      - 5,004,992.642   567,900.147   MT  0.99965669   +0 36 48.1
 AC9048
 AC9048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9048!SPC WI C     -   0.99994828  x   0.99995618  =   0.99990446
 AC9048!UTM  15      -   0.99994828  x   0.99965669  =   0.99960498
 AC9048
 AC9048                          SUPERSEDED SURVEY CONTROL
 AC9048
 AC9048  NAD 83(1991)-  45 11 42.53081(N)    092 08 07.98102(W) AD(       ) 1
 AC9048  ELLIP H (06/10/97)  329.93   (m)                       GP(       ) 2 1
 AC9048
 AC9048.Superseded values are not recommended for survey control.
 AC9048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9048.See file dsdata.txt to determine how the superseded data were derived.
 AC9048
 AC9048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6790004993(NAD 83)
 AC9048_MARKER: DD = SURVEY DISK
 AC9048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9048_STAMPING: 31.14.05 1992 LOHFINK
 AC9048_MARK LOGO: WI-033
 AC9048_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC9048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9048+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2005
 AC9048
 AC9048  HISTORY     - Date     Condition        Report By
 AC9048  HISTORY     - 1992     MONUMENTED       WI-033
 AC9048  HISTORY     - 19981218 GOOD             WI-005
 AC9048  HISTORY     - 20051018 GOOD             USPSQD
 AC9048
 AC9048                          STATION DESCRIPTION
 AC9048
 AC9048'DESCRIBED BY DUNN COUNTY WISCONSIN 1992
 AC9048'STATION IS LOCATED IN DUNN COUNTY APPROXIMATELY 1.35 MILES (2.17 KM)
 AC9048'NORTH OF COUNTY TRUNK HIGHWAY Q.  STATION IS 25 FEET (7.6 M) EAST OF
 AC9048'THE CENTERLINE OF 1390TH AVENUE (LOHFINK ROAD) , 0.3 MILE (0.5 KM)
 AC9048'SOUTH OF 1430TH AVENUE (THATCHER ROAD) , 0.2 MILE (0.3 KM) NORTH OF
 AC9048'1410TH AVENUE (BALDWIN ROAD) .  USED AS A HORIZONTAL CONTROL STATION
 AC9048'IN DUNN AND POLK COUNTY GPS NETWORKS.  STATION IS LOCATED IN THE
 AC9048'SOUTHEAST QUARTER OF SECTION 6, T.31N., R.14W., 4TH PRINCIPAL
 AC9048'MERIDIAN.
 AC9048
 AC9048                          STATION RECOVERY (1998)
 AC9048
 AC9048'RECOVERY NOTE BY BARRON COUNTY WISCONSIN 1998
 AC9048'RECOVERED AS DESCRIBED.
 AC9048
 AC9048                          STATION RECOVERY (2005)
 AC9048
 AC9048'RECOVERY NOTE BY US POWER SQUADRON 2005 (DRB)
 AC9048'RECOVERED IN GOOD CONDITION.  CORRECTION-- THE STATION IS ABOUT 0.9
 AC9048'MILE NORTH OF 1390TH AVENUE AND 25 FEET EAST OF THE CENTERLINE OF 50TH
 AC9048'STREET.  ADD-- THE STATION IS 1.0 M EAST, 1.0 M SOUTHWEST, AND 1.0 M
 AC9048'NORTHWEST OF THREE ORANGE 4X4 PLASTIC GUARD POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0553 ***********************************************************************
 QN0553  DESIGNATION -  LOLA
 QN0553  PID         -  QN0553
 QN0553  STATE/COUNTY-  WI/RUSK
 QN0553  USGS QUAD   -  LADYSMITH (1971)
 QN0553
 QN0553                         *CURRENT SURVEY CONTROL
 QN0553  ___________________________________________________________________
 QN0553* NAD 83(1991)-  45 27 33.31819(N)    091 04 13.20243(W)     ADJUSTED  
 QN0553* NAVD 88     -       354.     (meters)    1161.     (feet)  SCALED    
 QN0553  ___________________________________________________________________
 QN0553  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 QN0553  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 QN0553
 QN0553  HORZ ORDER  -  FIRST
 QN0553
 QN0553.The horizontal coordinates were established by classical geodetic methods
 QN0553.and adjusted by the National Geodetic Survey in November 1991..
 QN0553
 QN0553.The orthometric height was scaled from a topographic map.
 QN0553
 QN0553.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0553
 QN0553.The geoid height was determined by GEOID03.
 QN0553
 QN0553;                    North         East     Units Scale Factor Converg.
 QN0553;SPC WI C     -   181,228.792   516,287.502   MT  0.99999249   -0 45 18.7
 QN0553;SPC WI C     -   594,581.46  1,693,853.25   sFT  0.99999249   -0 45 18.7
 QN0553;UTM  15      - 5,035,780.981   650,866.913   MT  0.99987985   +1 22 32.3
 QN0553
 QN0553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0553!SPC WI C     -   0.99994926  x   0.99999249  =   0.99994175
 QN0553!UTM  15      -   0.99994926  x   0.99987985  =   0.99982912
 QN0553
 QN0553|---------------------------------------------------------------------|
 QN0553| PID    Reference Object                     Distance      Geod. Az  |
 QN0553|                                                           dddmmss.s |
 QN0553| QN0199 LOLA RM                              69.600 METERS 11847     |
 QN0553|---------------------------------------------------------------------|
 QN0553
 QN0553                          SUPERSEDED SURVEY CONTROL
 QN0553
 QN0553  NAD 83(1986)-  45 27 33.31347(N)    091 04 13.19994(W) AD(       ) 1
 QN0553  NAD 27      -  45 27 33.41900(N)    091 04 12.68500(W) AD(       ) 1
 QN0553
 QN0553.Superseded values are not recommended for survey control.
 QN0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0553.See file dsdata.txt to determine how the superseded data were derived.
 QN0553
 QN0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL5086735781(NAD 83)
 QN0553_MARKER: DS = TRIANGULATION STATION DISK
 QN0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0553
 QN0553  HISTORY     - Date     Condition        Report By
 QN0553  HISTORY     - 1921     MONUMENTED       CGS
 QN0553  HISTORY     - 1952     GOOD             CGS
 QN0553  HISTORY     - 1970     SEE DESCRIPTION  USGS
 QN0553
 QN0553                          STATION DESCRIPTION
 QN0553
 QN0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0553'STATION IS ABOUT 1-1/2 MILES E OF LADYSMITH, ON THE EXTENSION OF
 QN0553'THE N RAIL FROM THE E AT THE THIRD CURVE E OF LADYSMITH, 375
 QN0553'METERS FROM THE POINT OF TANGENCY OF THE SAID CURVE, 45 METERS
 QN0553'N OF THE GEORGE SZOTKOWSKI RESIDENCE.  REFERENCE MARK IS ALMOST
 QN0553'DUE E, JUST W OF THE N AND S HIGHWAY.
 QN0553'
 QN0553'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 QN0553'DISKS SET IN CONCRETE.
 QN0553
 QN0553                          STATION RECOVERY (1952)
 QN0553
 QN0553'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QN0553'STATION MARK RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 QN0553'CONDITION.  IT IS IN A PLOWED FIELD ON PROPERTY NOW BELONGING
 QN0553'TO MR. JOHN GOLATA.
 QN0553'
 QN0553'THE REFERENCE MARK WAS RECOVERED.  IT IS SET IN LARGE OUTCROP
 QN0553'BOULDER IN THE W RIGHT-OF-WAY FENCE LINE E OF THE STATION.
 QN0553
 QN0553                          STATION RECOVERY (1970)
 QN0553
 QN0553'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (GS)
 QN0553'MARK HAS BEEN MOVED.
 QN0553'REVISED DESCRIPTION AS FOLLOWS--
 QN0553'
 QN0553'LADYSMITH, 1-1/2 MI. E. OF ALONG MINNEAPOLIS, ST. PAUL AND
 QN0553'SAULT STE. MARIE RAILROAD FROM THE STATION AT, NEAR 1/4 CORNER
 QN0553'BETWEEN SECS. 1 AND 2, T. 34 N., R. 6 W., 245 FT. S. ALONG
 QN0553'GRAVEL RD. FROM R.R. X-ING TO THE MARK, 172 FT. S., 33 FT. W.
 QN0553'OF, AND 13.1 FT. HIGHER THAN CENTERLINE X-RDS., 1.3 FT. E. OF
 QN0553'WHITE WITNESS SIGN, SET IN THE TOP OF A GRANITE BOULDER, A
 QN0553'STANDARD REFERENCE MARK DISK STAMPED LOLA 1921.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0199 ***********************************************************************
 QN0199  DESIGNATION -  LOLA RM
 QN0199  PID         -  QN0199
 QN0199  STATE/COUNTY-  WI/RUSK
 QN0199  USGS QUAD   -  LADYSMITH (1971)
 QN0199
 QN0199                         *CURRENT SURVEY CONTROL
 QN0199  ___________________________________________________________________
 QN0199* NAD 83(1986)-  45 27 33.     (N)    091 04 13.     (W)     SCALED    
 QN0199* NAVD 88     -       354.983  (meters)    1164.64   (feet)  ADJUSTED  
 QN0199  ___________________________________________________________________
 QN0199  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 QN0199  DYNAMIC HT  -         354.967 (meters)    1164.59  (feet)  COMP
 QN0199  MODELED GRAV-     980,558.9   (mgal)                       NAVD 88
 QN0199
 QN0199  VERT ORDER  -  FIRST     CLASS II
 QN0199
 QN0199.The horizontal coordinates were scaled from a topographic map and have
 QN0199.an estimated accuracy of +/- 6 seconds.
 QN0199
 QN0199.The orthometric height was determined by differential leveling
 QN0199.and adjusted by the National Geodetic Survey in June 1991..
 QN0199
 QN0199.The geoid height was determined by GEOID03.
 QN0199
 QN0199.The dynamic height is computed by dividing the NAVD 88
 QN0199.geopotential number by the normal gravity value computed on the
 QN0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0199.degrees latitude (g = 980.6199 gals.).
 QN0199
 QN0199.The modeled gravity was interpolated from observed gravity values.
 QN0199
 QN0199;                    North         East    Units  Estimated Accuracy
 QN0199;SPC WI C     -   181,220.      516,290.      MT  (+/- 180 meters Scaled)
 QN0199
 QN0199                          SUPERSEDED SURVEY CONTROL
 QN0199
 QN0199.No superseded survey control is available for this station.
 QN0199
 QN0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL508357(NAD 83)
 QN0199_MARKER: DR = REFERENCE MARK DISK
 QN0199_SETTING: 80 = SET IN A BOULDER
 QN0199_SP_SET: BOULDER
 QN0199_STAMPING: LOLA 1921
 QN0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0199+STABILITY: SURFACE MOTION
 QN0199
 QN0199  HISTORY     - Date     Condition        Report By
 QN0199  HISTORY     - 1921     MONUMENTED       CGS
 QN0199  HISTORY     - 1922     GOOD             NGS
 QN0199  HISTORY     - 1934     GOOD             NGS
 QN0199  HISTORY     - 1985     MARK NOT FOUND   NGS
 QN0199  HISTORY     - 20040928 MARK NOT FOUND   WIDT
 QN0199
 QN0199                          STATION DESCRIPTION
 QN0199
 QN0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1922
 QN0199'1.5 MI E FROM LADYSMITH.
 QN0199'1-1/2 MILES EAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QN0199'MARIE RAILROAD FROM THE STATION AT LADYSMITH, RUSK COUNTY, 250
 QN0199'FEET SOUTH OF THE TRACK, 108 FEET NORTHEAST OF THE HERRON
 QN0199'RESIDENCE, 16 FEET WEST OF THE CENTER LINE OF A NORTH-AND-SOUTH
 QN0199'ROAD, 1-1/2 FEET INSIDE THE FENCE, AND IN THE TOP OF A GRANITE
 QN0199'BOULDER.  A STANDARD REFERENCE-MARK DISK, STAMPED LOLA 1921.
 QN0199
 QN0199                          STATION RECOVERY (1934)
 QN0199
 QN0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QN0199'RECOVERED IN GOOD CONDITION.
 QN0199
 QN0199                          STATION RECOVERY (1985)
 QN0199
 QN0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QN0199'MARK NOT FOUND.
 QN0199
 QN0199                          STATION RECOVERY (2004)
 QN0199
 QN0199'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1373 ***********************************************************************
 OM1373  HT_MOD      -  This is a Height Modernization Survey Station.
 OM1373  DESIGNATION -  LOMIRA C GPS
 OM1373  PID         -  OM1373
 OM1373  STATE/COUNTY-  WI/DODGE
 OM1373  USGS QUAD   -  LOMIRA (1974)
 OM1373
 OM1373                         *CURRENT SURVEY CONTROL
 OM1373  ___________________________________________________________________
 OM1373* NAD 83(1997)-  43 35 54.73385(N)    088 28 47.57554(W)     ADJUSTED  
 OM1373* NAVD 88     -       299.46   (meters)     982.5    (feet)  GPS OBS   
 OM1373  ___________________________________________________________________
 OM1373  X           -     122,732.645 (meters)                     COMP
 OM1373  Y           -  -4,624,912.661 (meters)                     COMP
 OM1373  Z           -   4,376,078.755 (meters)                     COMP
 OM1373  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 OM1373  ELLIP HEIGHT-         264.22  (meters)          (11/17/00) GPS OBS
 OM1373  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 OM1373  OBS GRAVITY -     980,386.7   (mgal)                       GRAV_OBS
 OM1373
 OM1373  HORZ ORDER  -  FIRST
 OM1373  ELLP ORDER  -  THIRD     CLASS II
 OM1373
 OM1373.The horizontal coordinates were established by GPS observations
 OM1373.and adjusted by the National Geodetic Survey in July 2000..
 OM1373
 OM1373.The orthometric height was determined by GPS observations and a
 OM1373.high-resolution geoid model using precise GPS observation and
 OM1373.processing techniques. It supersedes the leveled height previously
 OM1373.determined for this station.
 OM1373
 OM1373.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1373
 OM1373.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1373
 OM1373.The ellipsoidal height was determined by GPS observations
 OM1373.and is referenced to NAD 83.
 OM1373
 OM1373.The geoid height was determined by GEOID03.
 OM1373.The observed gravity was obtained from relative gravimeter ties
 OM1373.to the IGSN71 gravity network.
 OM1373
 OM1373;                    North         East     Units Scale Factor Converg.
 OM1373;SPC WI S     -   178,701.734   722,727.617   MT  0.99993846   +1 02 40.1
 OM1373;SPC WI S     -   586,290.61  2,371,148.86   sFT  0.99993846   +1 02 40.1
 OM1373;UTM  16      - 4,828,348.705   380,553.998   MT  0.99977549   -1 01 14.3
 OM1373
 OM1373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1373!SPC WI S     -   0.99995857  x   0.99993846  =   0.99989703
 OM1373!UTM  16      -   0.99995857  x   0.99977549  =   0.99973407
 OM1373
 OM1373:                Primary Azimuth Mark                     Grid Az
 OM1373:SPC WI S     -  LOMIRA C GPS AZ MK                       355 44 00.2
 OM1373:UTM  16      -  LOMIRA C GPS AZ MK                       357 47 54.6
 OM1373
 OM1373|---------------------------------------------------------------------|
 OM1373| PID    Reference Object                     Distance      Geod. Az  |
 OM1373|                                                           dddmmss.s |
 OM1373| AI6000 LOMIRA C GPS AZ MK                  APPROX. 0.5 KM 3564640.3 |
 OM1373|---------------------------------------------------------------------|
 OM1373
 OM1373                          SUPERSEDED SURVEY CONTROL
 OM1373
 OM1373  ELLIP H (07/06/00)  264.22   (m)                       GP(       ) 2 1
 OM1373  NAVD 88 (10/20/00)  299.456  (m)          982.47   (f) ADJUSTED    2 1
 OM1373
 OM1373.Superseded values are not recommended for survey control.
 OM1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1373.See file dsdata.txt to determine how the superseded data were derived.
 OM1373
 OM1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8055428349(NAD 83)
 OM1373_MARKER: DD = SURVEY DISK
 OM1373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1373_SP_SET: CONCRETE POST
 OM1373_STAMPING: LOMIRA C GPS 1992
 OM1373_MARK LOGO: WI-027
 OM1373_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM1373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1373+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2006
 OM1373
 OM1373  HISTORY     - Date     Condition        Report By
 OM1373  HISTORY     - 1992     MONUMENTED       WI-027
 OM1373  HISTORY     - 19931122 GOOD             WIDT
 OM1373  HISTORY     - 19990817 GOOD             WIDT
 OM1373  HISTORY     - 20020730 GOOD             WIDT
 OM1373  HISTORY     - 20030806 GOOD             USPSQD
 OM1373  HISTORY     - 20040712 GOOD             WIDT
 OM1373  HISTORY     - 20050705 GOOD             WIDT
 OM1373  HISTORY     - 20060924 GOOD             USPSQD
 OM1373
 OM1373                          STATION DESCRIPTION
 OM1373
 OM1373'DESCRIBED BY WI DEPT OF TRANSP 1993
 OM1373'STATION IS PART OF GRAVITY DENSIFICATION PROJECT, LOCATED IN WIDOT
 OM1373'DODGE COUNTY GRID REFERENCE B15, ABOUT 3.0 KM (1.85 MI)
 OM1373'WEST-NORTHWEST OF LOMIRA, IN THE NORTHWEST CORNER OF THE NORTHWEST 1/4
 OM1373'OF SECTION 16, T13N, R17E, IN A CUT SECTION ON HIGHWAY RIGHT-OF-WAY.
 OM1373'CONTACT DODGE COUNTY SURVEYORS OFFICE AT 414-386-3770 CONCERNING
 OM1373'STATION COORDINATES.
 OM1373'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY TRUNK HIGHWAY HH
 OM1373'AND CENTER DRIVE, GO SOUTH ON CENTER DRIVE FOR 0.40 KM (0.25 MI) TO
 OM1373'THE STATION ON THE LEFT.
 OM1373'STATION IS A BRASS DISK SET IN TOP ON A 45 CM ROUND CONCRETE MONUMENT
 OM1373'FLUSH WITH THE GROUND.  IT IS 8.8 M (28.9 FT) EAST FROM THE CENTER OF
 OM1373'CENTER DRIVE, 27.7 M (90.9 FT) NORTH FROM A FIELD ENTRANCE AND 0.6 M
 OM1373'(2.0 FT) WEST FROM A WHITE PLASTIC T-POST.
 OM1373
 OM1373                          STATION RECOVERY (1999)
 OM1373
 OM1373'RECOVERY NOTE BY WI DEPT OF TRANSP 1999 (DJH)
 OM1373'THE STATION IS LOCATED ABOUT 20.9 KM (13.00 MI) SOUTH-SOUTHWEST OF
 OM1373'FOND DU LAC, AND 3.2 KM (2.00 MI) NORTHWEST OF LOMIRA. OWNERSHIP-TOWN
 OM1373'OF LOMIRA.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 49
 OM1373'WITH US HIGHWAY 41 ABOUT 3.2 KM (2.00 MI) NORTH-NORTHEAST OF THE
 OM1373'VILLAGE OF LOMIRA, GO WEST ON STATE HIGHWAY 49 FOR 3.46 KM (2.15 MI)
 OM1373'TO CENTER DRIVE, TURN LEFT AND GO SOUTH ON CENTER DRIVE FOR 1.6 KM
 OM1373'(1.00 MI) TO COUNTY HIGHWAY HH, CONTINUE SOUTH ON CENTER DR FOR 0.3 KM
 OM1373'(0.20 MI) TO THE STATION ON THE LEFT. THE STATION IS A BRONZE DODGE
 OM1373'COUNTY GPS NETWORK CONTROL STATION DISK STAMPED --LOMIRA C GPS 1992--
 OM1373'AND SET IN THE TOP OF A 45 CM (18-INCH) DIAMETER CONCRETE POST FLUSH
 OM1373'WITH THE GROUND AND ABOUT 0.5 M (1.6 FT) ABOVE THE HIGHWAY PAVEMENT.
 OM1373'THE STATION IS 8.9 M (29.2 FT) EAST OF THE CENTERLINE OF CENTER DRIVE,
 OM1373'27.5 M (90.2 FT) NORTH OF EXTENDED CENTERLINE OF A FIELD ENTRANCE,
 OM1373'18.8 M (61.7 FT) NORTH CABLE PEDESTAL --1182--, 16.6 M (54.5 FT)
 OM1373'NORTHEAST OF EXTENDED CENTERLINE OF A FIELD ENTRANCE, 2 M (6.6 FT)
 OM1373'WEST OF CULTIVATED FIELD AND 0.4 M (1.3 FT) WEST OF A WHITE PLASTIC
 OM1373'WITNESS POST.
 OM1373
 OM1373                          STATION RECOVERY (2002)
 OM1373
 OM1373'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (RJK)
 OM1373'NOTE - THE STATION IS SURROUNDED BY THREE, 10 CM SQUARE, ORANGE
 OM1373'COLORED PLASTIC GUARD POSTS.
 OM1373
 OM1373                          STATION RECOVERY (2003)
 OM1373
 OM1373'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM1373'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1 M
 OM1373'SOUTH-SOUTHWEST, 1 M NORTH-NORTHWEST, AND 1 M EAST OF THREE 4X4 ORANGE
 OM1373'PLASTIC GUARD POSTS.
 OM1373
 OM1373                          STATION RECOVERY (2004)
 OM1373
 OM1373'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 OM1373'RECOVERED IN GOOD CONDITION EXCEPT THE WESTERN GUARD POST HAS BEEN
 OM1373'BROKEN OFF.  OBSTRUCTION- TREE 30 M AWAY IN SOUTHWEST QUADRANT RISING
 OM1373'TO APPROXIMATELY 20 DEGREES ABOVE THE HORIZON.
 OM1373
 OM1373                          STATION RECOVERY (2005)
 OM1373
 OM1373'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 OM1373'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M EAST, 1.0 M
 OM1373'NORTHWEST, AND 1.0 M SOUTHWEST OF THREE ORANGE PLASTIC GUARD POSTS.
 OM1373
 OM1373                          STATION RECOVERY (2006)
 OM1373
 OM1373'RECOVERY NOTE BY US POWER SQUADRON 2006
 OM1373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6000 ***********************************************************************
 AI6000  DESIGNATION -  LOMIRA C GPS AZ MK
 AI6000  PID         -  AI6000
 AI6000  STATE/COUNTY-  WI/DODGE
 AI6000  USGS QUAD   -  LOMIRA (1974)
 AI6000
 AI6000                         *CURRENT SURVEY CONTROL
 AI6000  ___________________________________________________________________
 AI6000* NAD 83(1997)-  43 36 11.58410(N)    088 28 48.88091(W)     ADJUSTED  
 AI6000* NAVD 88     -       294.492  (meters)     966.18   (feet)  ADJUSTED  
 AI6000  ___________________________________________________________________
 AI6000  X           -     122,693.768 (meters)                     COMP
 AI6000  Y           -  -4,624,551.310 (meters)                     COMP
 AI6000  Z           -   4,376,451.928 (meters)                     COMP
 AI6000  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 AI6000  ELLIP HEIGHT-         259.24  (meters)          (11/17/00) GPS OBS
 AI6000  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 AI6000  DYNAMIC HT  -         294.425 (meters)     965.96  (feet)  COMP
 AI6000  MODELED GRAV-     980,384.4   (mgal)                       NAVD 88
 AI6000
 AI6000  HORZ ORDER  -  FIRST
 AI6000  VERT ORDER  -  SECOND    CLASS I
 AI6000  ELLP ORDER  -  THIRD     CLASS II
 AI6000
 AI6000.The horizontal coordinates were established by GPS observations
 AI6000.and adjusted by the National Geodetic Survey in July 2000..
 AI6000
 AI6000.The orthometric height was determined by differential leveling
 AI6000.and adjusted by the National Geodetic Survey in October 2000..
 AI6000
 AI6000.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6000
 AI6000.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6000
 AI6000.The ellipsoidal height was determined by GPS observations
 AI6000.and is referenced to NAD 83.
 AI6000
 AI6000.The geoid height was determined by GEOID03.
 AI6000
 AI6000.The dynamic height is computed by dividing the NAVD 88
 AI6000.geopotential number by the normal gravity value computed on the
 AI6000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6000.degrees latitude (g = 980.6199 gals.).
 AI6000
 AI6000.The modeled gravity was interpolated from observed gravity values.
 AI6000
 AI6000;                    North         East     Units Scale Factor Converg.
 AI6000;SPC WI S     -   179,221.121   722,688.869   MT  0.99993875   +1 02 39.2
 AI6000;SPC WI S     -   587,994.63  2,371,021.73   sFT  0.99993875   +1 02 39.2
 AI6000;UTM  16      - 4,828,869.065   380,533.995   MT  0.99977555   -1 01 15.6
 AI6000
 AI6000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6000!SPC WI S     -   0.99995935  x   0.99993875  =   0.99989810
 AI6000!UTM  16      -   0.99995935  x   0.99977555  =   0.99973491
 AI6000
 AI6000:                Primary Azimuth Mark                     Grid Az
 AI6000:SPC WI S     -  LOMIRA C GPS                             175 44 00.3
 AI6000:UTM  16      -  LOMIRA C GPS                             177 47 55.1
 AI6000
 AI6000|---------------------------------------------------------------------|
 AI6000| PID    Reference Object                     Distance      Geod. Az  |
 AI6000|                                                           dddmmss.s |
 AI6000| OM1373 LOMIRA C GPS                        APPROX. 0.5 KM 1764639.5 |
 AI6000|---------------------------------------------------------------------|
 AI6000
 AI6000                          SUPERSEDED SURVEY CONTROL
 AI6000
 AI6000  ELLIP H (07/06/00)  259.24   (m)                       GP(       ) 2 1
 AI6000
 AI6000.Superseded values are not recommended for survey control.
 AI6000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6000.See file dsdata.txt to determine how the superseded data were derived.
 AI6000
 AI6000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8053428869(NAD 83)
 AI6000_MARKER: DZ = AZIMUTH MARK DISK
 AI6000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6000_STAMPING: LOMIRA C GPS AZ MK 1992
 AI6000_MARK LOGO: WI-027
 AI6000_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6000+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2006
 AI6000
 AI6000  HISTORY     - Date     Condition        Report By
 AI6000  HISTORY     - 1992     MONUMENTED       WI-027
 AI6000  HISTORY     - 19990817 GOOD             WIDT
 AI6000  HISTORY     - 20030806 GOOD             USPSQD
 AI6000  HISTORY     - 20040805 GOOD             WIDT
 AI6000  HISTORY     - 20060924 GOOD             USPSQD
 AI6000
 AI6000                          STATION DESCRIPTION
 AI6000
 AI6000'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AI6000'THE STATION IS LOCATED ABOUT 20.1 KM (12.50 MI) SOUTH-SOUTHWEST OF
 AI6000'FOND DU LAC, AND 3.2 KM (2.00 MI) NORTH-NORTHWEST OF LOMIRA.
 AI6000'OWNERSHIP-TOWN OF LOMIRA.  TO REACH THE STATION FROM THE JUNCTION OF
 AI6000'STATE HIGHWAY 49 WITH US HIGHWAY 41 ABOUT 3.2 KM (2.00 MI)
 AI6000'NORTH-NORTHEAST OF THE VILLAGE OF LOMIRA, GO WEST ON STATE HIGHWAY 49
 AI6000'FOR 3.46 KM (2.15 MI) TO CENTER DRIVE, TURN LEFT AND GO SOUTH ON
 AI6000'CENTER DRIVE FOR 1.4 KM (0.85 MI) TO THE STATION ON THE RIGHT.  THE
 AI6000'STATION IS A BRONZE DODGE COUNTY GPS NETWORK CONTROL STATION DISK
 AI6000'STAMPED --LOMIRA C GPS AZ MK 1992-- AND SET IN THE TOP OF A 45 CM
 AI6000'(18-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL
 AI6000'WITH THE HIGHWAY PAVEMENT.  THE STATION IS 10.8 M (35.4 FT) WEST OF
 AI6000'THE CENTERLINE OF CENTER DRIVE, 160.9 M (527.9 FT) NORTH OF CENTERLINE
 AI6000'OF COUNTY HIGHWAY HH, 31.1 M (102.0 FT) SOUTHWEST OF WEST END OF A 60
 AI6000'CM DIAMETER (24-INCH) CORRUGATED METAL CULVERT PIPE, 1.3 M (4.3 FT)
 AI6000'EAST OF BARBED WIRE FENCE LINE, AND 0.3 M (1.0 FT) EAST OF A WHITE
 AI6000'PLASTIC WITNESS POST.
 AI6000
 AI6000                          STATION RECOVERY (2003)
 AI6000
 AI6000'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6000'RECOVERED IN GOOD CONDITION.
 AI6000
 AI6000                          STATION RECOVERY (2004)
 AI6000
 AI6000'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6000'RECOVERED AS DESCRIBED AND TWO WHITE WITNESS POSTS ADDED.  THE STATION
 AI6000'IS IN THE CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS
 AI6000'POSTS.  THE STATION IS 31.1 M SOUTH-SOUTHWEST OF WEST END OF A 60 CM
 AI6000'DIAMETER CORRUGATED METAL CULVERT PIPE.
 AI6000
 AI6000                          STATION RECOVERY (2006)
 AI6000
 AI6000'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI6000'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1372 ***********************************************************************
 OM1372  DESIGNATION -  LOMIRA E GPS
 OM1372  PID         -  OM1372
 OM1372  STATE/COUNTY-  WI/DODGE
 OM1372  USGS QUAD   -  LOMIRA (1974)
 OM1372
 OM1372                         *CURRENT SURVEY CONTROL
 OM1372  ___________________________________________________________________
 OM1372* NAD 83(1997)-  43 35 10.48759(N)    088 24 02.68112(W)     ADJUSTED  
 OM1372* NAVD 88     -       316.064  (meters)    1036.95   (feet)  ADJUSTED  
 OM1372  ___________________________________________________________________
 OM1372  X           -     129,147.104 (meters)                     COMP
 OM1372  Y           -  -4,625,692.045 (meters)                     COMP
 OM1372  Z           -   4,375,101.196 (meters)                     COMP
 OM1372  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 OM1372  ELLIP HEIGHT-         280.89  (meters)          (11/17/00) GPS OBS
 OM1372  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 OM1372  DYNAMIC HT  -         315.994 (meters)    1036.72  (feet)  COMP
 OM1372  MODELED GRAV-     980,388.2   (mgal)                       NAVD 88
 OM1372  OBS GRAVITY -     980,386.3   (mgal)                       GRAV_OBS
 OM1372
 OM1372  HORZ ORDER  -  FIRST
 OM1372  VERT ORDER  -  SECOND    CLASS I
 OM1372  ELLP ORDER  -  THIRD     CLASS II
 OM1372
 OM1372.The horizontal coordinates were established by GPS observations
 OM1372.and adjusted by the National Geodetic Survey in July 2000..
 OM1372
 OM1372.The orthometric height was determined by differential leveling
 OM1372.and adjusted by the National Geodetic Survey in October 2000..
 OM1372
 OM1372.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1372
 OM1372.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1372
 OM1372.The ellipsoidal height was determined by GPS observations
 OM1372.and is referenced to NAD 83.
 OM1372
 OM1372.The geoid height was determined by GEOID03.
 OM1372
 OM1372.The dynamic height is computed by dividing the NAVD 88
 OM1372.geopotential number by the normal gravity value computed on the
 OM1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM1372.degrees latitude (g = 980.6199 gals.).
 OM1372
 OM1372.The modeled gravity was interpolated from observed gravity values.
 OM1372.The observed gravity was obtained from relative gravimeter ties
 OM1372.to the IGSN71 gravity network.
 OM1372
 OM1372;                    North         East     Units Scale Factor Converg.
 OM1372;SPC WI S     -   177,456.032   729,142.239   MT  0.99993775   +1 05 55.9
 OM1372;SPC WI S     -   582,203.66  2,392,194.16   sFT  0.99993775   +1 05 55.9
 OM1372;UTM  16      - 4,826,872.936   386,918.476   MT  0.99975729   -0 57 57.0
 OM1372
 OM1372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1372!SPC WI S     -   0.99995595  x   0.99993775  =   0.99989371
 OM1372!UTM  16      -   0.99995595  x   0.99975729  =   0.99971326
 OM1372
 OM1372                          SUPERSEDED SURVEY CONTROL
 OM1372
 OM1372  ELLIP H (07/06/00)  280.89   (m)                       GP(       ) 2 1
 OM1372
 OM1372.Superseded values are not recommended for survey control.
 OM1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1372.See file dsdata.txt to determine how the superseded data were derived.
 OM1372
 OM1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8691826873(NAD 83)
 OM1372_MARKER: DD = SURVEY DISK
 OM1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1372_SP_SET: CONCRETE POST
 OM1372_STAMPING: LOMIRA E GPS 1992
 OM1372_MARK LOGO: WI-027
 OM1372_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM1372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1372+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2006
 OM1372
 OM1372  HISTORY     - Date     Condition        Report By
 OM1372  HISTORY     - 1992     MONUMENTED       WI-027
 OM1372  HISTORY     - 19931122 GOOD             WIDT
 OM1372  HISTORY     - 19990818 GOOD             WIDT
 OM1372  HISTORY     - 20020805 GOOD             WIDT
 OM1372  HISTORY     - 20030806 GOOD             USPSQD
 OM1372  HISTORY     - 20040713 GOOD             WIDT
 OM1372  HISTORY     - 20060910 GOOD             USPSQD
 OM1372
 OM1372                          STATION DESCRIPTION
 OM1372
 OM1372'DESCRIBED BY WI DEPT OF TRANSP 1993
 OM1372'STATION IS PART OF GRAVITY DENSIFICATION PROJECT, LOCATED IN WIDOT
 OM1372'DODGE COUNTY GRID REFERENCE B17, ABOUT 3.4 KM (2.10 MI) EAST OF
 OM1372'LOMIRA, ON THE DODGE-FOND DU LAC COUNTY LINE, IN THE NORTHEAST CORNER
 OM1372'OF THE NORTHEAST 1/4 OF SECTION 24, T13N, R17E, ON HIGHWAY
 OM1372'RIGHT-OF-WAY. CONTACT DODGE COUNTY SURVEYORS OFFICE AT 414-386-3770
 OM1372'CONCERNING STATION COORDINATES.
 OM1372'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 67 AND
 OM1372'GOLDEN CORNERS ROAD, GO SOUTH ON GOLDEN CORNERS ROAD FOR 0.08 KM
 OM1372'(0.05 MI) TO THE STATION ON THE RIGHT.
 OM1372'STATION IS A BRASS DISK SET IN TOP OF A 45 CM ROUND CONCRETE MONUMENT
 OM1372'FLUSH WITH THE GROUND.  IT IS 9.1 M (29.9 FT) WEST FROM CENTER OF
 OM1372'GOLDEN CORNERS ROAD, LOCATED DUE EAST FROM A BARN AND 0.5 M (1.6 FT)
 OM1372'EAST FROM A WHITE PLASTIC T-POST.
 OM1372
 OM1372                          STATION RECOVERY (1999)
 OM1372
 OM1372'RECOVERY NOTE BY WI DEPT OF TRANSP 1999 (DJH)
 OM1372'THE STATION IS LOCATED ABOUT 22.5 KM (14.00 MI) SOUTH-SOUTHEAST OF
 OM1372'FOND DU LAC, AND 3.2 KM (2.00 MI) EAST-SOUTHEAST OF CAMPBELLSPORT.
 OM1372'OWNERSHIP--TOWN OF LOMIRA.  TO REACH THE STATION FROM THE JUNCTION OF
 OM1372'STATE HIGHWAY 67 WITH US HIGHWAY 41 ABOUT 0.8 KM (0.50 MI) EAST OF
 OM1372'LOMIRA, GO EAST ON STATE HIGHWAY 67 FOR 2.4 KM (1.50 MI) TO GOLDEN
 OM1372'CORNERS ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH ON GOLDEN CORNERS
 OM1372'ROAD FOR 109 M (357.6 FT) TO THE STATION ON THE LEFT.  THE STATION IS
 OM1372'A BRONZE DODGE COUNTY GPS NETWORK CONTROL STATION DISK STAMPED
 OM1372'--LOMIRA E GPS 1992-- AND SET IN THE TOP OF A 45 CM (18-INCH) DIAMETER
 OM1372'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE ROAD
 OM1372'PAVEMENT.  THE STATION IS 9.2 M (30.2 FT) WEST OF THE CENTERLINE OF
 OM1372'GOLDEN CORNERS ROAD, 109 M (357.6 FT) SOUTH OF THE CENTERLINE OF STATE
 OM1372'HIGHWAY 67, 3 M (9.8 FT) EAST OF A CULTIVATED FIELD, AND 0.5 M (1.6
 OM1372'FT) EAST OF A WHITE PLASTIC WITNESS POST.
 OM1372
 OM1372                          STATION RECOVERY (2002)
 OM1372
 OM1372'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (RJK)
 OM1372'NOTE - THE STATION IS SURROUNDED BY THREE, 10 CM SQUARE, ORANGE
 OM1372'COLORED PLASTIC GUARD POSTS.
 OM1372
 OM1372                          STATION RECOVERY (2003)
 OM1372
 OM1372'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM1372'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS IN THE CENTER OF A
 OM1372'TRIANGLE FORMED BY THREE 4X4 ORANGE PLASTIC GUARD POSTS.  THERE IS NO
 OM1372'WHITE PLASTIC WITNESS POST PRESENT.  CORRECTION TO 1999 DESCRIPTION--
 OM1372'GO SOUTH ON GOLDEN CORNERS ROAD FOR 109 M TO THE STATION ON THE RIGHT
 OM1372'(NOT LEFT).
 OM1372
 OM1372                          STATION RECOVERY (2004)
 OM1372
 OM1372'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 OM1372'RECOVERED AS DESCRIBED.
 OM1372
 OM1372                          STATION RECOVERY (2006)
 OM1372
 OM1372'RECOVERY NOTE BY US POWER SQUADRON 2006
 OM1372'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0693 ***********************************************************************
 OM0693  DESIGNATION -  LOMIRA MUNICIPAL TANK
 OM0693  PID         -  OM0693
 OM0693  STATE/COUNTY-  WI/DODGE
 OM0693  USGS QUAD   -  LOMIRA (1974)
 OM0693
 OM0693                         *CURRENT SURVEY CONTROL
 OM0693  ___________________________________________________________________
 OM0693* NAD 83(1991)-  43 35 27.19787(N)    088 26 37.20954(W)     ADJUSTED  
 OM0693* NAVD 88     -                                                        
 OM0693  ___________________________________________________________________
 OM0693  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 OM0693  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 OM0693
 OM0693  HORZ ORDER  -  THIRD
 OM0693
 OM0693.The horizontal coordinates were established by classical geodetic methods
 OM0693.and adjusted by the National Geodetic Survey in November 1991..
 OM0693
 OM0693
 OM0693.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0693
 OM0693.The geoid height was determined by GEOID03.
 OM0693
 OM0693;                    North         East     Units Scale Factor Converg.
 OM0693;SPC WI S     -   177,906.043   725,666.801   MT  0.99993801   +1 04 09.7
 OM0693;SPC WI S     -   583,680.08  2,380,791.83   sFT  0.99993801   +1 04 09.7
 OM0693;UTM  16      - 4,827,447.772   383,462.116   MT  0.99976705   -0 59 43.9
 OM0693
 OM0693                          SUPERSEDED SURVEY CONTROL
 OM0693
 OM0693  NAD 83(1986)-  43 35 27.18939(N)    088 26 37.21420(W) AD(       ) 4
 OM0693  NAD 27      -  43 35 27.21500(N)    088 26 36.84700(W) AD(       ) 3
 OM0693
 OM0693.Superseded values are not recommended for survey control.
 OM0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0693.See file dsdata.txt to determine how the superseded data were derived.
 OM0693
 OM0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8346227448(NAD 83)
 OM0693
 OM0693  HISTORY     - Date     Condition        Report By
 OM0693  HISTORY     - 1953     MONUMENTED       CGS
 OM0693  HISTORY     - 19950819 GOOD             USPSQD
 OM0693  HISTORY     - 20021214 GOOD             USPSQD
 OM0693  HISTORY     - 20040318 GOOD             USPSQD
 OM0693
 OM0693                          STATION DESCRIPTION
 OM0693
 OM0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0693'THE STATION IS THE BALL AT THE APEX OF A FOUR LEGGED, STEEL,
 OM0693'SILVER WATER TANK.  THE TANK IS ABOUT 150 FEET HIGH.  IT IS
 OM0693'LOCATED ON A HILL IN THE CENTER OF THE VILLAGE OF LOMIRA.
 OM0693
 OM0693                          STATION RECOVERY (1995)
 OM0693
 OM0693'RECOVERY NOTE BY US POWER SQUADRON 1995
 OM0693'RECOVERED IN GOOD CONDITION.
 OM0693
 OM0693                          STATION RECOVERY (2002)
 OM0693
 OM0693'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0693'RECOVERED IN GOOD CONDITION. IT IS AT THE NORTHWEST CORNER OF THE
 OM0693'INTERSECTION OF SOUTH AVENUE AND PLEASANT HILL AVENUE IN THE VILLAGE
 OM0693'OF LOMIRA.
 OM0693
 OM0693                          STATION RECOVERY (2004)
 OM0693
 OM0693'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 OM0693'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0694 ***********************************************************************
 OM0694  DESIGNATION -  LOMIRA ST MARYS CATH CH SPIRE
 OM0694  PID         -  OM0694
 OM0694  STATE/COUNTY-  WI/DODGE
 OM0694  USGS QUAD   -  LOMIRA (1974)
 OM0694
 OM0694                         *CURRENT SURVEY CONTROL
 OM0694  ___________________________________________________________________
 OM0694* NAD 83(1991)-  43 35 25.31901(N)    088 27 01.81395(W)     ADJUSTED  
 OM0694* NAVD 88     -                                                        
 OM0694  ___________________________________________________________________
 OM0694  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 OM0694  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 OM0694
 OM0694  HORZ ORDER  -  THIRD
 OM0694
 OM0694.The horizontal coordinates were established by classical geodetic methods
 OM0694.and adjusted by the National Geodetic Survey in November 1991..
 OM0694
 OM0694
 OM0694.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0694
 OM0694.The geoid height was determined by GEOID03.
 OM0694
 OM0694;                    North         East     Units Scale Factor Converg.
 OM0694;SPC WI S     -   177,837.793   725,116.081   MT  0.99993798   +1 03 52.8
 OM0694;SPC WI S     -   583,456.16  2,378,985.01   sFT  0.99993798   +1 03 52.8
 OM0694;UTM  16      - 4,827,399.418   382,909.389   MT  0.99976864   -1 00 00.8
 OM0694
 OM0694                          SUPERSEDED SURVEY CONTROL
 OM0694
 OM0694  NAD 83(1986)-  43 35 25.31058(N)    088 27 01.81864(W) AD(       ) 4
 OM0694  NAD 27      -  43 35 25.33000(N)    088 27 01.46000(W) AD(       ) 3
 OM0694
 OM0694.Superseded values are not recommended for survey control.
 OM0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0694.See file dsdata.txt to determine how the superseded data were derived.
 OM0694
 OM0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8290927399(NAD 83)
 OM0694
 OM0694  HISTORY     - Date     Condition        Report By
 OM0694  HISTORY     - 1953     MONUMENTED       CGS
 OM0694  HISTORY     - 19950819 GOOD             USPSQD
 OM0694  HISTORY     - 20021214 GOOD             USPSQD
 OM0694  HISTORY     - 20040318 GOOD             USPSQD
 OM0694
 OM0694                          STATION DESCRIPTION
 OM0694
 OM0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0694'THE STATION IS THE BASE OF THE CROSS AT THE APEX OF A GRAY, SLATE
 OM0694'SHINGLED SPIRE ATOP A GRAY STONE CHURCH TOWER.  THE CROSS
 OM0694'IS ABOUT 130 FEET ABOVE GROUND LEVEL.  THE CHURCH IS LOCATED
 OM0694'IN THE WESTERN PART OF THE VILLAGE OF LOMIRA.
 OM0694
 OM0694                          STATION RECOVERY (1995)
 OM0694
 OM0694'RECOVERY NOTE BY US POWER SQUADRON 1995
 OM0694'RECOVERED IN GOOD CONDITION.
 OM0694
 OM0694                          STATION RECOVERY (2002)
 OM0694
 OM0694'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0694'RECOVERED IN GOOD CONDITION. ADD--IT IS ON THE WEST SIDE OF MILWAUKEE
 OM0694'STREET, O.3 MILE NORTH OF CHURCH STREET (HIGHWAY 67).
 OM0694
 OM0694                          STATION RECOVERY (2004)
 OM0694
 OM0694'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 OM0694'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0988 ***********************************************************************
 PN0988  DESIGNATION -  LONDON 1926
 PN0988  PID         -  PN0988
 PN0988  STATE/COUNTY-  WI/WAUPACA
 PN0988  USGS QUAD   -  NORTHPORT (1993)
 PN0988
 PN0988                         *CURRENT SURVEY CONTROL
 PN0988  ___________________________________________________________________
 PN0988* NAD 83(1991)-  44 23 53.27369(N)    088 45 06.00083(W)     ADJUSTED  
 PN0988* NAVD 88     -       232.     (meters)     761.     (feet)  SCALED    
 PN0988  ___________________________________________________________________
 PN0988  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 PN0988  GEOID HEIGHT-         -36.39  (meters)                     GEOID03
 PN0988
 PN0988  HORZ ORDER  -  FIRST
 PN0988
 PN0988.The horizontal coordinates were established by classical geodetic methods
 PN0988.and adjusted by the National Geodetic Survey in November 1991..
 PN0988
 PN0988.The orthometric height was scaled from a topographic map.
 PN0988
 PN0988.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0988
 PN0988.The geoid height was determined by GEOID03.
 PN0988
 PN0988;                    North         East     Units Scale Factor Converg.
 PN0988;SPC WI C     -    63,523.682   699,445.718   MT  0.99997529   +0 52 50.9
 PN0988;SPC WI C     -   208,410.61  2,294,764.83   sFT  0.99997529   +0 52 50.9
 PN0988;UTM  16      - 4,917,586.110   360,503.684   MT  0.99983931   -1 13 32.6
 PN0988
 PN0988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0988!SPC WI C     -   0.99996934  x   0.99997529  =   0.99994463
 PN0988!UTM  16      -   0.99996934  x   0.99983931  =   0.99980865
 PN0988
 PN0988:                Primary Azimuth Mark                     Grid Az
 PN0988:SPC WI C     -  WODMAN 1926                              092 26 59.7
 PN0988:UTM  16      -  WODMAN 1926                              094 33 23.2
 PN0988
 PN0988|---------------------------------------------------------------------|
 PN0988| PID    Reference Object                     Distance      Geod. Az  |
 PN0988|                                                           dddmmss.s |
 PN0988| PN0953 WODMAN 1926                         APPROX. 0.8 KM 0931950.6 |
 PN0988|---------------------------------------------------------------------|
 PN0988
 PN0988                          SUPERSEDED SURVEY CONTROL
 PN0988
 PN0988  NAD 83(1986)-  44 23 53.27087(N)    088 45 05.98980(W) AD(       ) 1
 PN0988  NAD 27      -  44 23 53.34400(N)    088 45 05.64600(W) AD(       ) 1
 PN0988
 PN0988.Superseded values are not recommended for survey control.
 PN0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0988.See file dsdata.txt to determine how the superseded data were derived.
 PN0988
 PN0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6050417586(NAD 83)
 PN0988_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PN0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0988_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PN0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0988+STABILITY: SURFACE MOTION
 PN0988
 PN0988  HISTORY     - Date     Condition        Report By
 PN0988  HISTORY     - 1926     MONUMENTED       CGS
 PN0988  HISTORY     - 1930     SEE DESCRIPTION  CGS
 PN0988  HISTORY     - 1969     SEE DESCRIPTION  USGS
 PN0988
 PN0988                          STATION DESCRIPTION
 PN0988
 PN0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PN0988'STATION IS ALONG THE GREEN BAY AND WESTERN RAILWAY ON CURVE
 PN0988'S OF TRACK, 343 METERS W OF DEPOT, AT POINT OF INTERSECTION
 PN0988'OF E TANGENT ON S RAIL AND W TANGENT ON N RAIL.
 PN0988'
 PN0988'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN
 PN0988'CONCRETE, AS DESCRIBED IN NOTES 1A AND 7A.
 PN0988
 PN0988                          STATION RECOVERY (1930)
 PN0988
 PN0988'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PN0988'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 PN0988'IS ADEQUATE.
 PN0988
 PN0988                          STATION RECOVERY (1969)
 PN0988
 PN0988'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 PN0988'THIS AREA IS OVER GROWN WITH HEAVY UNDERBRUSH AND SMALL TREES
 PN0988'MAKING IT IMPOSSIBLE TO LINE UP WITH TANGENTS OF RAILS WITHOUT
 PN0988'FIRST CLEARING LINES.  A ROUGH SEARCH OF AREA WAS MADE BUT COULD
 PN0988'NOT PIN-POINT EXACT SPOT.
 PN0988'
 PN0988'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--343 METER
 PN0988'W OF DEPOT AT NEW LONDON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON1042 ***********************************************************************
 ON1042  DESIGNATION -  LONE
 ON1042  PID         -  ON1042
 ON1042  STATE/COUNTY-  WI/RICHLAND
 ON1042  USGS QUAD   -  LONE ROCK (1983)
 ON1042
 ON1042                         *CURRENT SURVEY CONTROL
 ON1042  ___________________________________________________________________
 ON1042* NAD 83(1991)-  43 12 47.35562(N)    090 11 32.50167(W)     ADJUSTED  
 ON1042* NAVD 88     -       218.     (meters)     715.     (feet)  SCALED    
 ON1042  ___________________________________________________________________
 ON1042  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 ON1042  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 ON1042
 ON1042  HORZ ORDER  -  THIRD
 ON1042
 ON1042.The horizontal coordinates were established by classical geodetic methods
 ON1042.and adjusted by the National Geodetic Survey in November 1991..
 ON1042
 ON1042.The orthometric height was scaled from a topographic map.
 ON1042
 ON1042.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1042
 ON1042.The geoid height was determined by GEOID03.
 ON1042
 ON1042;                    North         East     Units Scale Factor Converg.
 ON1042;SPC WI S     -   134,787.619   584,369.964   MT  0.99993791   -0 07 55.8
 ON1042;SPC WI S     -   442,215.71  1,917,220.46   sFT  0.99993791   -0 07 55.8
 ON1042;UTM  15      - 4,788,313.260   728,059.162   MT  1.00023985   +1 55 23.7
 ON1042
 ON1042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1042!SPC WI S     -   0.99997116  x   0.99993791  =   0.99990908
 ON1042!UTM  15      -   0.99997116  x   1.00023985  =   1.00021101
 ON1042
 ON1042|---------------------------------------------------------------------|
 ON1042| PID    Reference Object                     Distance      Geod. Az  |
 ON1042|                                                           dddmmss.s |
 ON1042| ON1043 AIRPORT BCN LONE ROCK APT            32.721 METERS 05909     |
 ON1042| CI9186 LONE RM 1                            11.262 METERS 17820     |
 ON1042| CI9185 LONE AZ MK                                         1830359.2 |
 ON1042| CI9187 LONE RM 2                            19.889 METERS 26144     |
 ON1042|---------------------------------------------------------------------|
 ON1042
 ON1042                          SUPERSEDED SURVEY CONTROL
 ON1042
 ON1042  NAD 83(1986)-  43 12 47.34787(N)    090 11 32.50547(W) AD(       ) 3
 ON1042  NAD 27      -  43 12 47.38510(N)    090 11 32.05870(W) AD(       ) 3
 ON1042
 ON1042.Superseded values are not recommended for survey control.
 ON1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1042.See file dsdata.txt to determine how the superseded data were derived.
 ON1042
 ON1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH2805988313(NAD 83)
 ON1042_MARKER: DS = TRIANGULATION STATION DISK
 ON1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1042
 ON1042  HISTORY     - Date     Condition        Report By
 ON1042  HISTORY     - 1958     MONUMENTED       CGS
 ON1042
 ON1042                          STATION DESCRIPTION
 ON1042
 ON1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 ON1042'THE STATION IS ABOUT 3 MILES NORTH OF LONE ROCK, 7 MILES
 ON1042'NORTHWEST OF SPRING GREEN, IN SW 1/4 SEC. 31, T-9-N, R-3-E,
 ON1042'AND IS ON HIGHWAY PROPERTY.  IT IS 30 FEET EAST OF THE CENTERLINE
 ON1042'OF A PAVED ROAD, 4 FEET NORTH OF A WHITE WITNESS POST, 3 FEET
 ON1042'WEST OF A WIRE FENCE AND 28 FEET SOUTH OF THE CENTERLINE OF
 ON1042'A GRAVEL DRIVEWAY.  THE MONUMENT IS FLUSH AND THE DISK IS
 ON1042'STAMPED LONE 1958.
 ON1042'
 ON1042'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14 AND
 ON1042'STATE HIGHWAY 130 ABOUT 1 MILE NORTH OF LONE ROCK, GO EAST ON
 ON1042'U.S. HIGHWAY 14 FOR 0.35 MILE TO A SURFACED CROSSROADS.  TURN LEFT
 ON1042'AND GO NORTH ON THE SURFACED ROAD FOR 1.05 MILES TO A CROSSROADS.
 ON1042'CONTINUE AHEAD NORTH ON SURFACED ROAD FOR 0.25 MILE TO THE
 ON1042'AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD NORTH FOR 0.25 MILE TO
 ON1042'THE STATION ON THE RIGHT AS DESCRIBED.
 ON1042'
 ON1042'REFERENCE MARK 1 IS 34 FEET SOUTH OF THE WHITE WITNESS POST,
 ON1042'1 FOOT WEST OF A WIRE FENCE AND 28 FEET EAST OF THE CENTERLINE
 ON1042'OF A PAVED ROAD.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 ON1042'LONE NO 1 1958.
 ON1042'
 ON1042'REFERENCE MARK 2 IS 35 FEET WEST OF THE CENTERLINE OF A PAVED
 ON1042'ROAD, 50 FEET EAST OF THE NORTHEAST CORNER OF A CONCRETE BLOCK
 ON1042'BUILDING AND 125 FEET SOUTH OF AN INTERSECTION OF PAVED
 ON1042'CROSSROADS.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 ON1042'LONE NO 2 1958.
 ON1042'
 ON1042'THE AZIMUTH MARK IS SET ON A DIRT BANK ABOUT 4 FEET HIGHER
 ON1042'THAN THE ROAD LEVEL, 35 FEET WEST OF THE CENTERLINE OF A PAVED
 ON1042'ROAD, 2 FEET NORTHEAST OF THE WHITE WITNESS POST, 18 INCHES
 ON1042'EAST OF A WIRE FENCE AND 38 FEET NORTH OF A FENCE CORNER.
 ON1042'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED LONE 1958.
 ON1042'
 ON1042'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON1319 ***********************************************************************
 ON1319  PACS        -  This is a Primary Airport Control Station.
 ON1319  DESIGNATION -  LONEPORT
 ON1319  PID         -  ON1319
 ON1319  STATE/COUNTY-  WI/RICHLAND
 ON1319  USGS QUAD   -  LONE ROCK (1983)
 ON1319
 ON1319                         *CURRENT SURVEY CONTROL
 ON1319  ___________________________________________________________________
 ON1319* NAD 83(1997)-  43 12 46.54216(N)    090 11 24.67337(W)     ADJUSTED  
 ON1319* NAVD 88     -       217.59   (meters)     713.9    (feet)  GPS OBS   
 ON1319  ___________________________________________________________________
 ON1319  X           -     -15,454.794 (meters)                     COMP
 ON1319  Y           -  -4,655,896.483 (meters)                     COMP
 ON1319  Z           -   4,344,897.760 (meters)                     COMP
 ON1319  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 ON1319  ELLIP HEIGHT-         183.54  (meters)          (04/28/99) GPS OBS
 ON1319  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 ON1319
 ON1319  HORZ ORDER  -  A
 ON1319  ELLP ORDER  -  THIRD     CLASS I
 ON1319
 ON1319.This mark is at Tri-County Regional Airport (LNR)
 ON1319
 ON1319.The horizontal coordinates were established by GPS observations
 ON1319.and adjusted by the National Geodetic Survey in April 1999..
 ON1319
 ON1319.The orthometric height was determined by GPS observations and a
 ON1319.high-resolution geoid model.
 ON1319
 ON1319.GPS derived orthometric heights for airport stations designated as
 ON1319.PACS or SACS are published to 2 decimal places.  This maintains
 ON1319.centimeter relative accuracy between the PACS and SACS.  It does
 ON1319.not indicate centimeter accuracy relative to other marks which are
 ON1319.part of the NAVD 88 network.
 ON1319
 ON1319.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ON1319
 ON1319.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1319
 ON1319.The ellipsoidal height was determined by GPS observations
 ON1319.and is referenced to NAD 83.
 ON1319
 ON1319.The geoid height was determined by GEOID03.
 ON1319
 ON1319;                    North         East     Units Scale Factor Converg.
 ON1319;SPC WI S     -   134,762.112   584,546.595   MT  0.99993792   -0 07 50.4
 ON1319;SPC WI S     -   442,132.03  1,917,799.95   sFT  0.99993792   -0 07 50.4
 ON1319;UTM  15      - 4,788,294.099   728,236.647   MT  1.00024085   +1 55 29.1
 ON1319
 ON1319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1319!SPC WI S     -   0.99997122  x   0.99993792  =   0.99990914
 ON1319!UTM  15      -   0.99997122  x   1.00024085  =   1.00021206
 ON1319
 ON1319:                Primary Azimuth Mark                     Grid Az
 ON1319:SPC WI S     -  LONEPORT AZ MK                           083 11 09.6
 ON1319:UTM  15      -  LONEPORT AZ MK                           081 07 50.1
 ON1319
 ON1319|---------------------------------------------------------------------|
 ON1319| PID    Reference Object                     Distance      Geod. Az  |
 ON1319|                                                           dddmmss.s |
 ON1319| ON1320 LONEPORT AZ MK                      471.979 METERS 0830319.2 |
 ON1319|---------------------------------------------------------------------|
 ON1319
 ON1319                          SUPERSEDED SURVEY CONTROL
 ON1319
 ON1319  NAD 83(1991)-  43 12 46.54394(N)    090 11 24.66940(W) AD(       ) 1
 ON1319  ELLIP H (08/19/91)  183.65   (m)                       GP(       ) 4 1
 ON1319  NGVD 29 (08/19/91)  217.7    (m)          714.     (f) GPS OBS        
 ON1319
 ON1319.Superseded values are not recommended for survey control.
 ON1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1319.See file dsdata.txt to determine how the superseded data were derived.
 ON1319
 ON1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH2823788294(NAD 83)
 ON1319_MARKER: DH = HORIZONTAL CONTROL DISK
 ON1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1319_SP_SET: CONCRETE POST
 ON1319_STAMPING: LONEPORT 1989
 ON1319_MARK LOGO: NGS   
 ON1319_PROJECTION: FLUSH
 ON1319_MAGNETIC: N = NO MAGNETIC MATERIAL
 ON1319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON1319+STABILITY: SURFACE MOTION
 ON1319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON1319+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2005
 ON1319
 ON1319  HISTORY     - Date     Condition        Report By
 ON1319  HISTORY     - 1989     MONUMENTED       WIHD
 ON1319  HISTORY     - 19900904 GOOD
 ON1319  HISTORY     - 19971117 GOOD             NGS
 ON1319  HISTORY     - 20030607 GOOD             JCLS
 ON1319  HISTORY     - 2004     GOOD             WIDT
 ON1319  HISTORY     - 20050422 GOOD             JCLS
 ON1319
 ON1319                          STATION DESCRIPTION
 ON1319
 ON1319'DESCRIBED BY WI HIGHWAY DEPT 1989
 ON1319'THE STATION IS LOCATED ON THE EAST SIDE OF LONE ROCK, AT THE
 ON1319'TRI-COUNTY REGIONAL AIRPORT, IN AN OPEN FIELD EAST OF THE EAST EDGE
 ON1319'OF THE APRON AND SOUTHEAST OF THE SOUTHEAST CORNER OF THE HANGAR SHOP
 ON1319'ATTACHED TO THE AIRPORT OFFICE.  OWNERSHIP--3 COUNTYS SAUK, RICHLAND
 ON1319'AND IOWA COUNTYS, TRI-COUNTY AIRPORT COMMISSION, TRI-COUNTY COUNTY
 ON1319'REGIONAL AIRPORT, ROUTE 2, SPRING GREEN, WI 53588, PHONE
 ON1319'608-267-2462, AIRPORT MANAGER IS DEANNA MC PERSON, PHONE
 ON1319'608-267-2462.
 ON1319'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 14 AND COUNTY LINE ROAD IN
 ON1319'LONE ROCK, LOCATED AT THE SAUK AND RICHLAND COUNTY LINES, GO NORTH ON
 ON1319'COUNTY LINE ROAD FOR 2.33 KM (1.45 MI) TO THE AIRPORT ENTRANCE ON THE
 ON1319'RIGHT, TURN RIGHT INTO THE ENTRANCE, THEN LEFT, NORTHERLY, ON THE
 ON1319'TAXIWAY, CONTINUE ON THE TAXIWAY TO THE AIRPORT OFFICE AND THE APRON,
 ON1319'GO EAST ACROSS THE APRON TO ITS EAST EDGE AND THE STATION IN THE OPEN
 ON1319'FIELD.
 ON1319'THE STATION IS LOCATED 47.6 M (156.2 FT) EAST OF THE EAST EDGE OF THE
 ON1319'APRON, 47.39 M (155.48 FT) SOUTH OF THE SOUTHEAST CORNER OF THE SHOP
 ON1319'HANGAR ATTACHED TO THE AIRPORT OFFICE, 38.1 M (125.0 FT) NORTH OF THE
 ON1319'CENTER OF THE RUNWAY AND 0.6 M (2.0 FT) WEST OF A FIBERGLASS WITNESS
 ON1319'POST.
 ON1319
 ON1319                          STATION RECOVERY (1990)
 ON1319
 ON1319'RECOVERED 1990
 ON1319'RECOVERED IN GOOD CONDITION.
 ON1319
 ON1319                          STATION RECOVERY (1997)
 ON1319
 ON1319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 ON1319'NOTE--THIS IS THE PRIMARY AIRPORT CONTROL (PAC) STATION FOR THE LONE
 ON1319'ROCK/TRI-COUNTY REGIONAL (LNR) AIRPORT.  THE STATION IS LOCATED ABOUT
 ON1319'11 KM (6.85 MI) WEST OF SPRING GREEN, 0.15 KM (0.10 MI)
 ON1319'NORTH-NORTHEAST OF LONE ROCK AT THE TRI-COUNTY REGIONAL AIRPORT,
 ON1319'ADJACENT TO THE EAST END OF THE AIRPORT OFFICE AND HANGAR, IN GRASS
 ON1319'JUST EAST OF THE EAST EDGE OF THE APRON AND FUELING STATION, AND
 ON1319'BETWEEN THE HIGHWAY AND THE OVERUN FOR RUNWAY END 9. OWNERSHIP--SAUK,
 ON1319'RICHLAND AND IOWA COUNTIES, TRI-COUNTY AIRPORT COMMISSION, TRI-COUNTY
 ON1319'REGIONAL AIRPORT, ROUTE 2, SPRING GREEN, WI 53588.  AIRPORT MANAGER IS
 ON1319'MARC HIGGS, PHONE 608-583-2600.  TO REACH FROM THE JUNCTION OF U.S.
 ON1319'HIGHWAY 14 AND STATE HIGHWAY 130 ABOUT 1 KM (0.60 MI) WEST-NORTHWEST
 ON1319'OF LONE ROCK, GO EAST ON HIGHWAY 14 FOR 0.35 MI (0.56 KM) TO A PAVED
 ON1319'CROSSROAD AT THE RICHLAND/SAUK COUNTY LINE.  TURN LEFT AND GO NORTH ON
 ON1319'COUNTY LINE ROAD FOR 1.55 MI (2.49 KM) TO THE JUNCTION OF COUNTY ROAD
 ON1319'JJ.  TURN RIGHT AND GO EAST ON COUNTY ROAD JJ FOR 0.05 MI (0.08 KM) TO
 ON1319'THE AIRPORT ENTRANCE AND OFFICE ON THE RIGHT.  TURN RIGHT AND GO
 ON1319'SOUTH, EAST, THEN SOUTH, ON A PAVED ROAD FROM THE OFFICE LEADING
 ON1319'AROUND THE EAST END OF THE MAIN HANGAR FOR 0.08 KM (0.05 MI) TO THE
 ON1319'STATION ON THE LEFT.  THE STATION IS SET IN THE TOP OF A 40 CM ROUND
 ON1319'CONCRETE POST FLUSH WITH THE GROUND.  IT IS, 64.1 M (210.3 FT) SOUTH
 ON1319'OF THE CENTER OF COUNTY ROAD JJ, 47.6 M (156.2 FT) EAST OF THE EAST
 ON1319'EDGE OF THE APRON, 47.6 M (156.2 FT) SOUTHEAST OF THE SOUTHEAST CORNER
 ON1319'OF A STEEL HANGAR, 40.1 M (131.6 FT) NORTH OF THE CENTER OF THE
 ON1319'CONNECTOR (OVERUN) FOR RUNWAY END 9, 31.2 M (102.4 FT) EAST-SOUTHEAST
 ON1319'OF THE NORTHEAST CORNER OF THE CONCRETE FOUNDATION OF THE FUELING
 ON1319'STATION, 14 M (45.9 FT) WEST OF THE WEST EDGE OF A CULTIVATED FIELD,
 ON1319'AND 0.45 M (1.48 FT) SOUTH OF A FIBERGLASS WITNESS POST.
 ON1319
 ON1319                          STATION RECOVERY (2003)
 ON1319
 ON1319'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 ON1319'RECOVERED IN GOOD CONDITION.
 ON1319
 ON1319                          STATION RECOVERY (2004)
 ON1319
 ON1319'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 ON1319'RECOVERED AS DESCRIBED.
 ON1319
 ON1319                          STATION RECOVERY (2005)
 ON1319
 ON1319'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 ON1319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON1320 ***********************************************************************
 ON1320  DESIGNATION -  LONEPORT AZ MK
 ON1320  PID         -  ON1320
 ON1320  STATE/COUNTY-  WI/RICHLAND
 ON1320  USGS QUAD   -  LONE ROCK (1983)
 ON1320
 ON1320                         *CURRENT SURVEY CONTROL
 ON1320  ___________________________________________________________________
 ON1320* NAD 83(1997)-  43 12 48.39085(N)    090 11 03.91659(W)     ADJUSTED  
 ON1320* NAVD 88     -       218.3    (meters)     716.     (feet)  VERTCON   
 ON1320  ___________________________________________________________________
 ON1320  X           -     -14,986.139 (meters)                     COMP
 ON1320  Y           -  -4,655,859.424 (meters)                     COMP
 ON1320  Z           -   4,344,939.785 (meters)                     COMP
 ON1320  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 ON1320  ELLIP HEIGHT-         184.19  (meters)          (09/30/02) GPS OBS
 ON1320  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 ON1320
 ON1320  HORZ ORDER  -  FIRST
 ON1320  ELLP ORDER  -  FOURTH    CLASS I
 ON1320
 ON1320.This mark is at Tri-County Regional Airport (LNR)
 ON1320
 ON1320.The horizontal coordinates were established by GPS observations
 ON1320.and adjusted by the National Geodetic Survey in September 2002..
 ON1320
 ON1320.The NAVD 88 height was computed by applying the VERTCON shift value to
 ON1320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ON1320
 ON1320.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ON1320
 ON1320.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1320
 ON1320.The ellipsoidal height was determined by GPS observations
 ON1320.and is referenced to NAD 83.
 ON1320
 ON1320.The geoid height was determined by GEOID03.
 ON1320
 ON1320;                    North         East     Units Scale Factor Converg.
 ON1320;SPC WI S     -   134,818.107   585,015.210   MT  0.99993789   -0 07 36.2
 ON1320;SPC WI S     -   442,315.74  1,919,337.40   sFT  0.99993789   -0 07 36.2
 ON1320;UTM  15      - 4,788,366.887   728,703.095   MT  1.00024347   +1 55 43.4
 ON1320
 ON1320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1320!SPC WI S     -   0.99997112  x   0.99993789  =   0.99990901
 ON1320!UTM  15      -   0.99997112  x   1.00024347  =   1.00021458
 ON1320
 ON1320:                Primary Azimuth Mark                     Grid Az
 ON1320:SPC WI S     -  LONEPORT                                 263 11 09.7
 ON1320:UTM  15      -  LONEPORT                                 261 07 50.1
 ON1320
 ON1320|---------------------------------------------------------------------|
 ON1320| PID    Reference Object                     Distance      Geod. Az  |
 ON1320|                                                           dddmmss.s |
 ON1320| ON1319 LONEPORT                            471.979 METERS 2630333.5 |
 ON1320|---------------------------------------------------------------------|
 ON1320
 ON1320                          SUPERSEDED SURVEY CONTROL
 ON1320
 ON1320  NAD 83(1991)-  43 12 48.39254(N)    090 11 03.91284(W) AD(       ) 1
 ON1320  ELLIP H (08/19/91)  184.30   (m)                       GP(       ) 4 1
 ON1320  NGVD 29 (08/19/91)  218.3    (m)          716.     (f) GPS OBS        
 ON1320
 ON1320.Superseded values are not recommended for survey control.
 ON1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1320.See file dsdata.txt to determine how the superseded data were derived.
 ON1320
 ON1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH2870388367(NAD 83)
 ON1320_MARKER: DH = HORIZONTAL CONTROL DISK
 ON1320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1320_SP_SET: CONCRETE POST
 ON1320_STAMPING: LONEPORT 1989
 ON1320_MARK LOGO: NGS   
 ON1320_MAGNETIC: N = NO MAGNETIC MATERIAL
 ON1320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON1320+STABILITY: SURFACE MOTION
 ON1320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON1320+SATELLITE: SATELLITE OBSERVATIONS - September 04, 1990
 ON1320
 ON1320  HISTORY     - Date     Condition        Report By
 ON1320  HISTORY     - 1989     MONUMENTED       WIDT
 ON1320  HISTORY     - 19900904 GOOD
 ON1320
 ON1320                          STATION DESCRIPTION
 ON1320
 ON1320'DESCRIBED BY WI DEPT OF TRANSP 1989
 ON1320'THE STATION IS LOCATED ON THE EAST SIDE OF LONE ROCK, ON THE SOUTH
 ON1320'SIDE OF COUNTY ROAD JJ, 0.64 KM (0.40 MI) EAST OF THE JUNCTION OF
 ON1320'COUNTY LINE ROAD AND ON THE NORTH SIDE OF THE TRI-COUNTY AIRPORT.
 ON1320'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION, P.O. BOX 7916,
 ON1320'MADISON, WI 53707, PHONE 608-267-2462.
 ON1320'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 14 AND COUNTY LINE ROAD IN
 ON1320'LONE ROCK, LOCATED AT THE SAUK AND RICHLAND COUNTY LINES, GO NORTH ON
 ON1320'COUNTY LINE ROAD FOR 2.5 KM (1.6 MI) TO THE JUNCTION OF COUNTY ROAD
 ON1320'JJ, TURN RIGHT, EAST, ON COUNTY ROAD JJ FOR 0.64 KM (0.40 MI) TO THE
 ON1320'STATION ON THE RIGHT.
 ON1320'THE STATION IS LOCATED 69.8 M (229.0 FT) EAST-NORTHEAST OF THE END OF
 ON1320'RUNWAY 18, 10.45 M (34.28 FT) SOUTH OF THE CENTER OF COUNTY ROAD JJ,
 ON1320'0.1 M (0.3 FT) EAST OF A FIBERGLASS WITNESS POST AND 1.0 M (3.3 FT)
 ON1320'WEST OF A FIBERGLASS WITNESS POST.
 ON1320
 ON1320                          STATION RECOVERY (1990)
 ON1320
 ON1320'RECOVERED 1990
 ON1320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0259 ***********************************************************************
 QN0259  DESIGNATION -  LONG
 QN0259  PID         -  QN0259
 QN0259  STATE/COUNTY-  WI/WASHBURN
 QN0259  USGS QUAD   -  BEAN LAKE (1971)
 QN0259
 QN0259                         *CURRENT SURVEY CONTROL
 QN0259  ___________________________________________________________________
 QN0259* NAD 83(1991)-  45 58 27.41344(N)    091 35 38.32188(W)     ADJUSTED  
 QN0259* NAVD 88     -       367.967  (meters)    1207.24   (feet)  ADJUSTED  
 QN0259  ___________________________________________________________________
 QN0259  LAPLACE CORR-          -7.79  (seconds)                    DEFLEC99
 QN0259  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 QN0259  DYNAMIC HT  -         367.966 (meters)    1207.24  (feet)  COMP
 QN0259  MODELED GRAV-     980,602.1   (mgal)                       NAVD 88
 QN0259
 QN0259  HORZ ORDER  -  FIRST
 QN0259  VERT ORDER  -  FIRST     CLASS II
 QN0259
 QN0259.The horizontal coordinates were established by classical geodetic methods
 QN0259.and adjusted by the National Geodetic Survey in March 1999..
 QN0259
 QN0259.The orthometric height was determined by differential leveling
 QN0259.and adjusted by the National Geodetic Survey in June 1991..
 QN0259
 QN0259.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0259
 QN0259.The geoid height was determined by GEOID03.
 QN0259
 QN0259.The dynamic height is computed by dividing the NAVD 88
 QN0259.geopotential number by the normal gravity value computed on the
 QN0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0259.degrees latitude (g = 980.6199 gals.).
 QN0259
 QN0259.The modeled gravity was interpolated from observed gravity values.
 QN0259
 QN0259;                    North         East     Units Scale Factor Converg.
 QN0259;SPC WI N     -    91,000.806   476,482.329   MT  0.99995102   -1 08 59.5
 QN0259;SPC WI N     -   298,558.48  1,563,259.11   sFT  0.99995102   -1 08 59.5
 QN0259;UTM  15      - 5,092,151.040   608,921.589   MT  0.99974585   +1 00 39.8
 QN0259
 QN0259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0259!SPC WI N     -   0.99994681  x   0.99995102  =   0.99989783
 QN0259!UTM  15      -   0.99994681  x   0.99974585  =   0.99969267
 QN0259
 QN0259:                Primary Azimuth Mark                     Grid Az
 QN0259:SPC WI N     -  LONG AZ MK                               142 57 37.3
 QN0259:UTM  15      -  LONG AZ MK                               140 47 58.0
 QN0259
 QN0259|---------------------------------------------------------------------|
 QN0259| PID    Reference Object                     Distance      Geod. Az  |
 QN0259|                                                           dddmmss.s |
 QN0259| CJ5260 LONG AZ MK                                         1414837.8 |
 QN0259| CJ5263 LONG RM 2                            19.943 METERS 16642     |
 QN0259| CJ5262 LONG RM                              23.445 METERS 30914     |
 QN0259| CJ5261 LONG RM                              23.460 METERS 30915     |
 QN0259|---------------------------------------------------------------------|
 QN0259
 QN0259                          SUPERSEDED SURVEY CONTROL
 QN0259
 QN0259  NAD 83(1991)-  45 58 27.41202(N)    091 35 38.32227(W) AD(       ) 1
 QN0259  NAD 83(1986)-  45 58 27.40787(N)    091 35 38.31942(W) AD(       ) 1
 QN0259  NAD 27      -  45 58 27.59800(N)    091 35 37.69600(W) AD(       ) 1
 QN0259  NGVD 29 (??/??/92)  367.988  (m)         1207.31   (f) ADJ UNCH    1 2
 QN0259
 QN0259.Superseded values are not recommended for survey control.
 QN0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0259.See file dsdata.txt to determine how the superseded data were derived.
 QN0259
 QN0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL0892292151(NAD 83)
 QN0259_MARKER: DS = TRIANGULATION STATION DISK
 QN0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0259_STAMPING: LONG 1921
 QN0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0259+STABILITY: SURFACE MOTION
 QN0259
 QN0259  HISTORY     - Date     Condition        Report By
 QN0259  HISTORY     - 1921     MONUMENTED       CGS
 QN0259  HISTORY     - 1922     GOOD             NGS
 QN0259  HISTORY     - 1928     GOOD             CGS
 QN0259  HISTORY     - 1934     GOOD             CGS
 QN0259  HISTORY     - 1934     GOOD             NGS
 QN0259  HISTORY     - 1952     GOOD             CGS
 QN0259
 QN0259                          STATION DESCRIPTION
 QN0259
 QN0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0259'STATION IS LOCATED ABOUT TWO MILES SOUTH OF STANBERY, ON THE
 QN0259'WEST SIDE OF THE TRACKS OF THE MINNEAPOLIS, ST. PAUL AND SAULT
 QN0259'STE. MARIE RAILWAY, ON THE APEX OF THE HIGH BANKED CUT, ABOUT
 QN0259'100 METERS NORTH OF ROAD CROSSING.  IT IS SET ABOUT 3 FEET FROM
 QN0259'THE EDGE OF THE BANK AND ABOUT 30 FEET FROM THE RAILWAY PROPERTY
 QN0259'LINE.  DISTANCE TO WEST RAIL IS 13.39 METERS (43.94 FEET) AT
 QN0259'ANGLE OF 30 DEGREES.
 QN0259
 QN0259                          STATION RECOVERY (1922)
 QN0259
 QN0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 QN0259'2.3 MI S FROM STANBERY.
 QN0259'2.3 MILES SOUTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QN0259'MARIE RAILROAD FROM STANBERY, WASHBURN COUNTY, AT THE SUMMIT OF
 QN0259'THE BANK OF A DEEP CUT, 150 YARDS NORTH OF THE CROSSING OF
 QN0259'COUNTY HIGHWAY E, 43.9 FEET (SLOPE DISTANCE) WEST OF THE WEST
 QN0259'RAIL, 30 FEET FROM THE RIGHT-OF-WAY LINE, AND 3 FEET FROM THE
 QN0259'EDGE OF THE CUT-BANK.  A STANDARD TRIANGULATION-STATION DISK,
 QN0259'STAMPED LONG 1921 AND SET IN THE TOP OF A CONCRETE POST.
 QN0259
 QN0259                          STATION RECOVERY (1928)
 QN0259
 QN0259'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (EJB)
 QN0259'MARK FOUND AS DESCRIBED.  MARK IN GOOD CONDITION.
 QN0259
 QN0259                          STATION RECOVERY (1934)
 QN0259
 QN0259'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QN0259'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 QN0259'STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF HAYWARD AND 1 MILE
 QN0259'SOUTH OF STINNETT RAILROAD STATION, IN THE SOUTHWEST QUARTER OF
 QN0259'SEC. 3, T. 40 N., R. 10 W., ON RIGHT-OF-WAY OF THE MINNEAPOLIS,
 QN0259'ST. PAUL AND SAULT STE. MARIE RAILWAY.  THE STATION MARK IS ON
 QN0259'THE WEST SIDE OF TRACK, 44 FEET WEST OF THE WEST RAIL (ON 30
 QN0259'DEGREE ANGLE) ON APEX OF CUT BANK, 200 YARDS NORTH OF ROAD
 QN0259'CROSSING 3 FEET WEST OF EDGE OF BANK, 22 FEET EAST OF FENCE
 QN0259'LINE, AND PROJECTS 2
 QN0259'INCHES.
 QN0259'
 QN0259'REFERENCE MARK NO. 1 (1921) IS NORTH-NORTHWEST OF THE STATION,
 QN0259'2 FEET EAST OF FENCE LINE, SET FLUSH WITH THE GROUND.
 QN0259'
 QN0259'REFERENCE MARK NO. 2 (1934) IS SOUTH-SOUTHWEST OF THE STATION, 2
 QN0259'FEET EAST OF THE FENCE LINE, PROJECTS 6 INCHES.
 QN0259'
 QN0259'THE DISTANCE TO R.M. NO. 1 (1921) WAS IN ERROR 0.06 FOOT.
 QN0259'
 QN0259'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 134.87 FEET.
 QN0259'
 QN0259'THE AZIMUTH MARK IS SOUTH OF THE STATION, 24 FEET WEST OF ROAD,
 QN0259'1 FOOT WEST OF FENCE LINE, 45 FEET EAST OF EAST RAIL OF THE
 QN0259'MINNEAPOLIS, ST. PAUL AND SAULT STE MARIE RAILWAY, 45 FEET SOUTH
 QN0259'OF TELEPHONE POLE, 10 FEET EAST OF TELEPHONE LINE, PROJECTS
 QN0259'8 INCHES.
 QN0259'
 QN0259'TO REACH THE STATION FROM HAYWARD, GO SOUTHWEST ON U.S. HIGHWAY
 QN0259'63 FOR 5.9 MILES TO STINNETT RAILROAD STATION, THENCE SOUTH ON
 QN0259'COUNTY ROAD E 1.1 MILES TO MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QN0259'MARIE RAILWAY CROSSING.  STATION IS ON WEST SIDE OF TRACK, 200
 QN0259'YARDS NORTH OF THIS CROSSING.
 QN0259'
 QN0259'A 74-FOOT SIGNAL AT HAYWARD COMES INTO VIEW AT 12 FEET.
 QN0259'
 QN0259'A 47-FOOT SIGNAL AT POPPLE AND AN 87-FOOT SIGNAL AT SUGAR ARE
 QN0259'VISIBLE FROM THE GROUND.
 QN0259'
 QN0259'STATION STANBERY IS VISIBLE FROM THE GROUND.
 QN0259
 QN0259                          STATION RECOVERY (1934)
 QN0259
 QN0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QN0259'RECOVERED IN GOOD CONDITION.
 QN0259
 QN0259                          STATION RECOVERY (1952)
 QN0259
 QN0259'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QN0259'STATION MARK RECOVERED AS DESCRIBED IN 1934 AND FOUND TO BE IN
 QN0259'GOOD CONDITION, THE DESCRIPTION TO REACH IS GOOD, DUE TO RAIN
 QN0259'THE REFERENCE MARK OR THE AZIMUTH MARK WERE NOT SEARCHED FOR.
 QN0259'THE DESCRIPTION TO REACH THE STATION IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1351 ***********************************************************************
 NH1351  DESIGNATION -  LONG
 NH1351  PID         -  NH1351
 NH1351  STATE/COUNTY-  WI/ROCK
 NH1351  USGS QUAD   -  BELOIT (1976)
 NH1351
 NH1351                         *CURRENT SURVEY CONTROL
 NH1351  ___________________________________________________________________
 NH1351* NAD 83(1991)-  42 30 02.20683(N)    089 00 47.77743(W)     ADJUSTED  
 NH1351* NAVD 88     -       232.     (meters)     761.     (feet)  SCALED    
 NH1351  ___________________________________________________________________
 NH1351  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 NH1351  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 NH1351
 NH1351  HORZ ORDER  -  SECOND
 NH1351
 NH1351.The horizontal coordinates were established by classical geodetic methods
 NH1351.and adjusted by the National Geodetic Survey in November 1991..
 NH1351
 NH1351.The orthometric height was scaled from a topographic map.
 NH1351
 NH1351.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1351
 NH1351.The geoid height was determined by GEOID03.
 NH1351
 NH1351;                    North         East     Units Scale Factor Converg.
 NH1351;SPC WI S     -    56,094.592   681,109.886   MT  1.00005504   +0 40 40.7
 NH1351;SPC WI S     -   184,037.01  2,234,608.02   sFT  1.00005504   +0 40 40.7
 NH1351;SPC IL W     -   648,331.183   794,802.010   MT  1.00005171   +0 46 45.4
 NH1351;SPC IL W     - 2,127,066.56  2,607,612.93   sFT  1.00005171   +0 46 45.4
 NH1351;UTM  16      - 4,707,325.100   334,575.855   MT  0.99993669   -1 21 37.7
 NH1351
 NH1351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1351!SPC WI S     -   0.99996890  x   1.00005504  =   1.00002394
 NH1351!SPC IL W     -   0.99996890  x   1.00005171  =   1.00002061
 NH1351!UTM  16      -   0.99996890  x   0.99993669  =   0.99990559
 NH1351
 NH1351:                Primary Azimuth Mark                     Grid Az
 NH1351:SPC WI S     -  SLIM                                     246 59 36.7
 NH1351:SPC IL W     -  SLIM                                     246 53 32.0
 NH1351:UTM  16      -  SLIM                                     249 01 55.1
 NH1351
 NH1351|---------------------------------------------------------------------|
 NH1351| PID    Reference Object                     Distance      Geod. Az  |
 NH1351|                                                           dddmmss.s |
 NH1351| NH1392 SLIM                                APPROX. 0.6 KM 2474017.4 |
 NH1351| NH1353 BELOIT FIRST CONG CH SPIRE          APPROX. 1.2 KM 2750401.1 |
 NH1351| CI9188 LONG RM                              17.710 METERS 32813     |
 NH1351|---------------------------------------------------------------------|
 NH1351
 NH1351                          SUPERSEDED SURVEY CONTROL
 NH1351
 NH1351  NAD 83(1986)-  42 30 02.20585(N)    089 00 47.78202(W) AD(       ) 2
 NH1351  NAD 27      -  42 30 02.15000(N)    089 00 47.38800(W) AD(       ) 2
 NH1351
 NH1351.Superseded values are not recommended for survey control.
 NH1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1351.See file dsdata.txt to determine how the superseded data were derived.
 NH1351
 NH1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3457607325(NAD 83)
 NH1351_MARKER: DS = TRIANGULATION STATION DISK
 NH1351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1351
 NH1351  HISTORY     - Date     Condition        Report By
 NH1351  HISTORY     - 1920     MONUMENTED       CGS
 NH1351  HISTORY     - 1930     GOOD             CGS
 NH1351  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH1351
 NH1351                          STATION DESCRIPTION
 NH1351
 NH1351'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH1351'STATION IS LOCATED ABOUT 1-1/2 MILES E OF BELOIT, ON THE S
 NH1351'SIDE OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 NH1351'TRACK, 80 YARDS W OF THE POINT OF TANGENCY AT THE E END OF THE
 NH1351'SECOND CURVE E OF BELOIT, 330 YARDS W OF BELOIT JUNCTION, AND
 NH1351'1.78 METERS (5.84 FEET) S OF THE S AND NEAREST RAIL.  SURFACE,
 NH1351'UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE TABLETS
 NH1351'SET IN CONCRETE.
 NH1351'REFERENCE MARK IS ON THE OPPOSITE SIDE OF THE TRACK, NEAR THE
 NH1351'FENCE LINE, 17.71 METERS (58.10 FEET) FROM THE STATION,
 NH1351'N 31 DEG 47 MIN W.
 NH1351
 NH1351                          STATION RECOVERY (1930)
 NH1351
 NH1351'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 NH1351'STATION MARK IS COVERED WITH SEVERAL FEET OF BALLAST.  SECTION
 NH1351'FOREMAN INFORMED ME THAT MARK WAS IN EXCELLENT CONDITION
 NH1351'PRIOR TO RE-BALLASTING.
 NH1351'
 NH1351'UNDERGROUND MARK IS UNDOUBTEDLY IN GOOD CONDITION.
 NH1351'
 NH1351'THIS IS A TRAVERSE STATION.
 NH1351
 NH1351                          STATION RECOVERY (2001)
 NH1351
 NH1351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1351'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0813 ***********************************************************************
 RM0813  DESIGNATION -  LONG
 RM0813  PID         -  RM0813
 RM0813  STATE/COUNTY-  WI/BAYFIELD
 RM0813  USGS QUAD   -  GRANDVIEW (1971)
 RM0813
 RM0813                         *CURRENT SURVEY CONTROL
 RM0813  ___________________________________________________________________
 RM0813* NAD 83(1991)-  46 17 59.36550(N)    091 03 36.25717(W)     ADJUSTED  
 RM0813* NAVD 88     -       480.     (meters)    1575.     (feet)  SCALED    
 RM0813  ___________________________________________________________________
 RM0813  LAPLACE CORR-         -10.42  (seconds)                    DEFLEC99
 RM0813  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 RM0813
 RM0813  HORZ ORDER  -  FIRST
 RM0813
 RM0813.The horizontal coordinates were established by classical geodetic methods
 RM0813.and adjusted by the National Geodetic Survey in November 1991..
 RM0813
 RM0813.The orthometric height was scaled from a topographic map.
 RM0813
 RM0813.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0813
 RM0813.The geoid height was determined by GEOID03.
 RM0813
 RM0813;                    North         East     Units Scale Factor Converg.
 RM0813;SPC WI N     -   126,489.730   518,334.706   MT  0.99994799   -0 45 52.9
 RM0813;SPC WI N     -   414,991.72  1,700,569.78   sFT  0.99994799   -0 45 52.9
 RM0813;UTM  15      - 5,129,189.695   649,398.491   MT  0.99987437   +1 24 09.9
 RM0813
 RM0813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0813!SPC WI N     -   0.99992942  x   0.99994799  =   0.99987741
 RM0813!UTM  15      -   0.99992942  x   0.99987437  =   0.99980380
 RM0813
 RM0813|---------------------------------------------------------------------|
 RM0813| PID    Reference Object                     Distance      Geod. Az  |
 RM0813|                                                           dddmmss.s |
 RM0813| CJ3228 LONG RM 1                             6.541 METERS 08221     |
 RM0813| RM0814 LONG MILE TOWER D                     7.708 METERS 19457     |
 RM0813| CJ3227 LONG AZ MK                                         2750430.7 |
 RM0813| CJ3229 LONG RM 2                             6.102 METERS 32816     |
 RM0813|---------------------------------------------------------------------|
 RM0813
 RM0813                          SUPERSEDED SURVEY CONTROL
 RM0813
 RM0813  NAD 83(1986)-  46 17 59.36010(N)    091 03 36.25280(W) AD(       ) 1
 RM0813  NAD 27      -  46 17 59.53300(N)    091 03 35.57000(W) AD(       ) 1
 RM0813
 RM0813.Superseded values are not recommended for survey control.
 RM0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0813.See file dsdata.txt to determine how the superseded data were derived.
 RM0813
 RM0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM4939829190(NAD 83)
 RM0813_MARKER: DS = TRIANGULATION STATION DISK
 RM0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0813
 RM0813  HISTORY     - Date     Condition        Report By
 RM0813  HISTORY     - 1939     MONUMENTED       CGS
 RM0813  HISTORY     - 1952     GOOD             CGS
 RM0813
 RM0813                          STATION DESCRIPTION
 RM0813
 RM0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 RM0813'FOUR AND ONE-HALF MILES SOUTH AND 2 MILES EAST OF GRANDVIEW,
 RM0813'ON THE TOP OF A HIGH BARE HILL, IN THE SOUTHEAST QUARTER OF
 RM0813'SEC. 12, T. 44 N., R. 6 W., BY THE U.S. FOREST SERVICE
 RM0813'LOOKOUT TOWER LONG MILE ON THE LAND OWNED BY THE U.S. GOVERNMENT.
 RM0813'SURFACE MARK IS SET 17 FEET NORTH-NORTHEAST OF THE NORTHWEST
 RM0813'LEG OF THE LOOKOUT TOWER, PROJECTS 4 INCHES ABOVE THE GROUND
 RM0813'AND IS STAMPED LONG 1939.
 RM0813'
 RM0813'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 63 AND COUNTY ROUTE
 RM0813'D AT THE GRANDVIEW MOTOR CO. IN GRANDVIEW, GO SOUTH ON COUNTY
 RM0813'ROUTE D (ARROW, LAKE NAMAKAGON) FOR 2.0 MILES TO A FORK, TAKE
 RM0813'LEFT FORK, COUNTY ROUTE D, AND GO 2.55 MILES TO A JOGGED
 RM0813'CROSS ROAD, TURN LEFT, EAST, (ARROW CAMP TAYLOR LAKE) AND GO
 RM0813'1.55 MILES, THEN TAKE A T-ROAD LEFT, UPHILL (ARROW LONG MILE
 RM0813'TOWER) FOR 0.15 MILE TO THE LOOKOUT CABIN AND THE END OF TRUCK
 RM0813'TRAVEL.  FROM HERE FOLLOW A FOOT PATH UPHILL FOR ABOUT 100
 RM0813'YARDS TO THE LOOKOUT TOWER AND STATION.
 RM0813'
 RM0813'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 RM0813'IN CONCRETE.  REFERENCE AND
 RM0813'AZIMUTH MARKS ARE STANDARD BRONZE DISKS IN OUTCROPPING BEDROCK.
 RM0813'
 RM0813'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION, AT THE
 RM0813'EAST EDGE OF THE HILL, 28 FEET NORTHEAST OF THE NORTHEAST
 RM0813'EDGE OF THE LOOKOUT TOWER AND STAMPED LONG NO 1 1939.
 RM0813'
 RM0813'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, AT THE
 RM0813'NORTHWEST EDGE OF THE HILL, 33 FEET NORTH OF THE NORTHWEST LEG
 RM0813'OF THE LOOKOUT TOWER AND STAMPED LONG NO 2 1939.
 RM0813'
 RM0813'AZIMUTH MARK IS WEST-NORTHWEST OF THE STATION, SET AT THE
 RM0813'HIGHEST POINT OF A ROCK HILL ABOUT 40 YARDS NORTH OF THE ROAD
 RM0813'AND STAMPED LONG 1939.
 RM0813'
 RM0813'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH 0.15 MILE
 RM0813'TO THE MAIN ROAD, TURN RIGHT, WEST, AND GO 0.6 MILE TO THE
 RM0813'MARK ON THE RIGHT, NORTH, SIDE OF THE ROAD.
 RM0813'
 RM0813'LONG MILE TOWER D-1934 (U.S.G.S.-B.M.) IS
 RM0813'SOUTH-SOUTHWEST OF THE STATION.
 RM0813'
 RM0813'A 64-FOOT TOWER IS NEEDED TO SEE A 90-FOOT TOWER AT DELTA, AND
 RM0813'THE FOLLOWING POINTS ARE VISIBLE FROM THE GROUND--64-FOOT TOWER
 RM0813'AT SEELEY, 77-FOOT TOWER AT ROCKSTAD, 64-FOOT TOWER AT MATT,
 RM0813'4-FOOT STAND PETER AND A 90-FOOT TOWER AT HANSON.
 RM0813'
 RM0813'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 RM0813
 RM0813                          STATION RECOVERY (1952)
 RM0813
 RM0813'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LFW)
 RM0813'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTH AND 2 MILES EAST
 RM0813'OF GRANDVIEW, ON TOP OF A HIGH BARE HILL, ON PROPERTY OWNED
 RM0813'BY THE U.S. GOVERNMENT AND ON WHICH IS LOCATED THE LONG MILE
 RM0813'U.S. FOREST SERVICE LOOKOUT TOWER.
 RM0813'
 RM0813'TO REACH THE STATION FROM THE POST OFFICE IN CLAM LAKE, GO
 RM0813'NORTHWEST ON A BLACK TOP ROAD FOR 0.6 MILE TO FORKS, HERE GO
 RM0813'RIGHT, NORTHWEST, ON GRAVEL ROAD FOR 8.6 MILES TO A SIDE ROAD
 RM0813'LEFT.  CONTINUE STRAIGHT AHEAD, NORTHERLY, GO 3.0 MILES TO A
 RM0813'SIDE ROAD LEFT.  TURN LEFT, WEST, GO 2.4 MILES TO A SIDE ROAD ON
 RM0813'RIGHT, TURN RIGHT ON SIDE ROAD, GO 0.15 MILE TO RANGERS CABIN
 RM0813'AND END OF TRUCK TRAVEL.  PACK UPHILL ON TRAIL TO LOOKOUT
 RM0813'TOWER AND STATION SITE.
 RM0813'
 RM0813'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RM0813'POST PROJECTING 5 INCHES.  IT IS 21.2 FEET NORTHEAST OF THE
 RM0813'NORTHWEST LEG OF THE LOOKOUT TOWER, 16.6 FEET NORTH OF THE
 RM0813'NORTHEAST LEG OF THE LOOKOUT TOWER.  IT IS STAMPED LONG 1939.
 RM0813'
 RM0813'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN OUTCROPPING
 RM0813'BEDROCK.  IT IS 27.5 FEET NORTHEAST OF THE NORTHEAST LEG OF
 RM0813'THE LOOKOUT TOWER.  IT IS STAMPED LONG NO 1 1939.
 RM0813'
 RM0813'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN OUTCROPPING
 RM0813'BEDROCK.  IT IS 33 FEET NORTH OF THE NORTHWEST LEG OF THE
 RM0813'LOOKOUT TOWER.  IT IS STAMPED LONG NO 2 1939.
 RM0813'
 RM0813'THE AZIMUTH MARK IS STANDARD DISK SET IN OUTCROPPING BEDROCK.  IT
 RM0813'IS ABOUT 40 YARDS NORTH OF A GRAVEL ROAD AND ON THE TOP OF
 RM0813'A ROCK HILL.  IT IS STAMPED LONG 1939.
 RM0813'
 RM0813'LONG MILE TOWER D-1934 (USGS) IS A STANDARD U.S. GEOLOGICAL
 RM0813'SURVEY BENCH MARK SET IN A SQUARE CONCRETE POST PROJECTING 1.0
 RM0813'INCH.  IT IS LOCATED IN THE CENTER OF THE BASE OF THE LONG
 RM0813'MILE LOOKOUT TOWER AND IS STAMPED LONG MILE TOWER D-1934.
 RM0813'
 RM0813'TO REACH THE AZIMUTH MARK FROM THE END OF TRUCK TRAVEL, GO
 RM0813'SOUTH 0.15 MILE TO MAIN ROAD, TURN RIGHT, WEST, GO 0.6 MILE
 RM0813'TO TOP OF GRADE, PACK UPHILL, RIGHT, TO TOP OF A ROCK HILL AND
 RM0813'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0814 ***********************************************************************
 RM0814  DESIGNATION -  LONG MILE TOWER D
 RM0814  PID         -  RM0814
 RM0814  STATE/COUNTY-  WI/BAYFIELD
 RM0814  USGS QUAD   -  GRANDVIEW (1971)
 RM0814
 RM0814                         *CURRENT SURVEY CONTROL
 RM0814  ___________________________________________________________________
 RM0814* NAD 83(1991)-  46 17 59.12430(N)    091 03 36.35007(W)     ADJUSTED  
 RM0814* NAVD 88     -       480.     (meters)    1575.     (feet)  SCALED    
 RM0814  ___________________________________________________________________
 RM0814  LAPLACE CORR-         -10.41  (seconds)                    DEFLEC99
 RM0814  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 RM0814
 RM0814  HORZ ORDER  -  SECOND
 RM0814
 RM0814.The horizontal coordinates were established by classical geodetic methods
 RM0814.and adjusted by the National Geodetic Survey in November 1991..
 RM0814
 RM0814.The orthometric height was scaled from a topographic map.
 RM0814
 RM0814.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0814
 RM0814.The geoid height was determined by GEOID03.
 RM0814
 RM0814;                    North         East     Units Scale Factor Converg.
 RM0814;SPC WI N     -   126,482.310   518,332.619   MT  0.99994799   -0 45 53.0
 RM0814;SPC WI N     -   414,967.38  1,700,562.93   sFT  0.99994799   -0 45 53.0
 RM0814;UTM  15      - 5,129,182.202   649,396.686   MT  0.99987437   +1 24 09.9
 RM0814
 RM0814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0814!SPC WI N     -   0.99992942  x   0.99994799  =   0.99987741
 RM0814!UTM  15      -   0.99992942  x   0.99987437  =   0.99980380
 RM0814
 RM0814                          SUPERSEDED SURVEY CONTROL
 RM0814
 RM0814  NAD 83(1986)-  46 17 59.11892(N)    091 03 36.34574(W) AD(       ) 2
 RM0814  NAD 27      -  46 17 59.29200(N)    091 03 35.66300(W) AD(       ) 2
 RM0814
 RM0814.Superseded values are not recommended for survey control.
 RM0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0814.See file dsdata.txt to determine how the superseded data were derived.
 RM0814
 RM0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM4939729182(NAD 83)
 RM0814_MARKER: DB = BENCH MARK DISK
 RM0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0814_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RM0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0814+STABILITY: SURFACE MOTION
 RM0814
 RM0814  HISTORY     - Date     Condition        Report By
 RM0814  HISTORY     - 1939     MONUMENTED       USGS
 RM0814  HISTORY     - 1952     GOOD             CGS
 RM0814
 RM0814                          STATION DESCRIPTION
 RM0814
 RM0814'DESCRIBED BY US GEOLOGICAL SURVEY 1939 (FBQ)
 RM0814'LOCATED 25.29 FEET (7.710 METERS) SOUTH-SOUTHWEST FROM
 RM0814'TRIANGULATION STATION LONG.  A STANDARD U.S.
 RM0814'GEOLOGICAL SURVEY BENCH MARK DISK SET IN A 10- BY 10-INCH
 RM0814'CONCRETE POST, PROJECTING 3 INCHES ABOVE THE GROUND, AND IS
 RM0814'STAMPED LONG MILE TOWER D-1934.  THE MARK IS SET AT THE
 RM0814'APPROXIMATE CENTER OF THE BASE OF THE U.S. FORESTRY SERVICE
 RM0814'LOOKOUT TOWER LONG MILE, WHICH IS A STEEL STRUCTURE
 RM0814'APPROXIMATELY 100 FEET HIGH WITH A GLASS-ENCLOSED OBSERVATION
 RM0814'PLATFORM ON TOP.
 RM0814
 RM0814                          STATION RECOVERY (1952)
 RM0814
 RM0814'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LFW)
 RM0814'THE MARK IS LOCATED ABOUT 4.5 MILES SOUTH AND 2 MILES EAST OF
 RM0814'GRANDVIEW, ON A HIGH HILL OWNED BY THE U.S. FOREST SERVICE AND
 RM0814'IN THE CENTER OF THE BASE OF THE LONG MILE LOOKOUT TOWER.
 RM0814'
 RM0814'THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK SET
 RM0814'IN A SQUARE CONCRETE POST PROJECTING 1 INCH.  IT IS STAMPED
 RM0814'LONG MILE TOWER D 1934.
 RM0814'
 RM0814'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 RM0814'LONG BY BOTH DISTANCE AND DIRECTION, THE DISTANCE BEING 25.27
 RM0814'FEET (7.704 METERS).
 RM0814'
 RM0814'THE LONG MILE LOOKOUT TOWER IS AN UNPAINTED STEEL STRUCTURE
 RM0814'87.6 FEET HIGH WITH A GLASS ENCLOSED OBSERVING CAB ON TOP.
 RM0814'IT WAS BUILT IN 1952.
 RM0814'
 RM0814'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 RM0814'LONG BY BOTH DISTANCE AND DIRECTION, THE DISTANCE BEING
 RM0814'25.27 FEET (7.704 METERS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1202 ***********************************************************************
 OM1202  DESIGNATION -  LOOKOUT TWR CENTER OF CAB 1935
 OM1202  PID         -  OM1202
 OM1202  STATE/COUNTY-  WI/ADAMS
 OM1202  USGS QUAD   -  WISCONSIN DELLS NORTH (1975)
 OM1202
 OM1202                         *CURRENT SURVEY CONTROL
 OM1202  ___________________________________________________________________
 OM1202* NAD 83(1991)-  43 40 24.20034(N)    089 46 44.68745(W)     ADJUSTED  
 OM1202* NAVD 88     -       305.     (meters)    1001.     (feet)  SCALED    
 OM1202  ___________________________________________________________________
 OM1202  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 OM1202  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 OM1202
 OM1202  HORZ ORDER  -  THIRD
 OM1202
 OM1202.The horizontal coordinates were established by classical geodetic methods
 OM1202.and adjusted by the National Geodetic Survey in November 1991..
 OM1202
 OM1202.The orthometric height was scaled from a topographic map.
 OM1202
 OM1202.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1202
 OM1202.The geoid height was determined by GEOID03.
 OM1202
 OM1202;                    North         East     Units Scale Factor Converg.
 OM1202;SPC WI S     -   185,922.595   617,815.055   MT  0.99994380   +0 09 06.5
 OM1202;SPC WI S     -   609,981.05  2,026,948.23   sFT  0.99994380   +0 09 06.5
 OM1202;UTM  16      - 4,839,351.350   275,966.922   MT  1.00021739   -1 55 11.6
 OM1202
 OM1202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1202!SPC WI S     -   0.99995773  x   0.99994380  =   0.99990154
 OM1202!UTM  16      -   0.99995773  x   1.00021739  =   1.00017511
 OM1202
 OM1202                          SUPERSEDED SURVEY CONTROL
 OM1202
 OM1202  NAD 83(1986)-  43 40 24.19435(N)    089 46 44.69532(W) AD(       ) 3
 OM1202  NAD 27      -  43 40 24.27400(N)    089 46 44.24400(W) AD(       ) 3
 OM1202
 OM1202.Superseded values are not recommended for survey control.
 OM1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1202.See file dsdata.txt to determine how the superseded data were derived.
 OM1202
 OM1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7596739351(NAD 83)
 OM1202_MARKER: 57 = LOOKOUT TOWER
 OM1202
 OM1202  HISTORY     - Date     Condition        Report By
 OM1202  HISTORY     - 1935     FIRST OBSERVED   CGS
 OM1202  HISTORY     - 19950903 MARK NOT FOUND   USPSQD
 OM1202
 OM1202                          STATION DESCRIPTION
 OM1202
 OM1202'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0546 ***********************************************************************
 QL0546  DESIGNATION -  LOOMIS
 QL0546  PID         -  QL0546
 QL0546  STATE/COUNTY-  WI/MARINETTE
 QL0546  USGS QUAD   -  LOOMIS (1982)
 QL0546
 QL0546                         *CURRENT SURVEY CONTROL
 QL0546  ___________________________________________________________________
 QL0546* NAD 83(1991)-  45 13 05.51636(N)    087 56 38.63476(W)     ADJUSTED  
 QL0546* NAVD 88     -       224.     (meters)     735.     (feet)  SCALED    
 QL0546  ___________________________________________________________________
 QL0546  LAPLACE CORR-          -5.36  (seconds)                    DEFLEC99
 QL0546  GEOID HEIGHT-         -36.24  (meters)                     GEOID03
 QL0546
 QL0546  HORZ ORDER  -  THIRD
 QL0546
 QL0546.The horizontal coordinates were established by classical geodetic methods
 QL0546.and adjusted by the National Geodetic Survey in November 1991..
 QL0546
 QL0546.The orthometric height was scaled from a topographic map.
 QL0546
 QL0546.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0546
 QL0546.The geoid height was determined by GEOID03.
 QL0546
 QL0546;                    North         East     Units Scale Factor Converg.
 QL0546;SPC WI C     -   155,931.281   761,463.551   MT  0.99995850   +1 27 02.2
 QL0546;SPC WI C     -   511,584.54  2,498,235.00   sFT  0.99995850   +1 27 02.2
 QL0546;UTM  16      - 5,007,623.477   425,876.194   MT  0.99966756   -0 40 12.4
 QL0546
 QL0546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0546!SPC WI C     -   0.99997057  x   0.99995850  =   0.99992907
 QL0546!UTM  16      -   0.99997057  x   0.99966756  =   0.99963814
 QL0546
 QL0546|---------------------------------------------------------------------|
 QL0546| PID    Reference Object                     Distance      Geod. Az  |
 QL0546|                                                           dddmmss.s |
 QL0546| CJ5266 LOOMIS RM 2                          12.398 METERS 11001     |
 QL0546| CJ5265 LOOMIS RM 1                          22.445 METERS 20612     |
 QL0546| CJ5264 LOOMIS AZ MK                                       2813227.5 |
 QL0546|---------------------------------------------------------------------|
 QL0546
 QL0546                          SUPERSEDED SURVEY CONTROL
 QL0546
 QL0546  NAD 83(1986)-  45 13 05.51615(N)    087 56 38.64057(W) AD(       ) 3
 QL0546  NAD 27      -  45 13 05.60200(N)    087 56 38.25600(W) AD(       ) 3
 QL0546
 QL0546.Superseded values are not recommended for survey control.
 QL0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0546.See file dsdata.txt to determine how the superseded data were derived.
 QL0546
 QL0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR2587607623(NAD 83)
 QL0546_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QL0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0546
 QL0546  HISTORY     - Date     Condition        Report By
 QL0546  HISTORY     - 1954     MONUMENTED       CGS
 QL0546  HISTORY     - 19941015 MARK NOT FOUND   USPSQD
 QL0546  HISTORY     - 20010331 MARK NOT FOUND   NGS
 QL0546  HISTORY     - 20011008 MARK NOT FOUND   USPSQD
 QL0546
 QL0546                          STATION DESCRIPTION
 QL0546
 QL0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0546'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTHWEST OF A SMALL
 QL0546'SETTLEMENT OF LOOMIS, 3.0 MILES
 QL0546'SOUTHEAST OF CRIVITZ, 5-1/2 MILES SOUTH OF MIDDLE INLET, ALONG THE
 QL0546'RIGHT-OF-WAY OF A COUNTY HIGHWAY.  THE
 QL0546'STATION, STAMPED LOOMIS 1954, IS 36 FEET NORTH OF THE CENTERLINE
 QL0546'OF THE ROAD, 5 FEET WEST OF A FENCE
 QL0546'CORNER, 4 FEET WEST OF A WHITE WITNESS POST AND
 QL0546'PROJECTS 3 INCHES.
 QL0546'
 QL0546'REFERENCE MARK NO. 1, STAMPED LOOMIS NO. 1 1954, IS 37 FEET SOUTHEAST
 QL0546'OF THE CENTERLINE OF THE
 QL0546'HIGHWAY, 3 FEET NORTHWEST OF A TELEPHONE POLE AND PROJECTS ABOUT 3
 QL0546'INCHES.
 QL0546'
 QL0546'REFERENCE MARK NO. 2, STAMPED LOOMIS NO. 2 1954, IS 36 FEET NORTH OF
 QL0546'CENTERLINE OF THE ROAD, 27
 QL0546'FEET NORTHWEST OF A FARM DRIVE AND PROJECTS ABOUT 3 INCHES.
 QL0546'
 QL0546'THE AZIMUTH MARK, STAMPED LOOMIS 1954, IS 3 FEET EAST OF A WITNESS
 QL0546'POST, 2 FEET NORTH OF A
 QL0546'FENCE, 46 FEET SOUTH OF CENTERLINE OF THE ROAD, 11 FEET EAST OF A
 QL0546'TELEPHONE POLE AND PROJECTS 3
 QL0546'INCHES.
 QL0546'
 QL0546'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 141 AND COUNTY HIGHWAY W
 QL0546'AT THE EAST EDGE OF CRIVITZ,
 QL0546'GO EASTERLY ON COUNTY HIGHWAY W FOR 2.1 MILES TO A FORK, TURN RIGHT
 QL0546'AND CONTINUE ON COUNTY HIGHWAY W
 QL0546'FOR .8 MILE TO THE AZIMUTH MARK ON RIGHT AT THE TOP
 QL0546'OF A SMALL BANK, CONTINUE ON COUNTY HIGHWAY W FOR
 QL0546'.3 MILE TO THE STATION ON THE LEFT,
 QL0546'OPPOSITE AN ABANDONED STONE QUARRY.
 QL0546
 QL0546                          STATION RECOVERY (1994)
 QL0546
 QL0546'RECOVERY NOTE BY US POWER SQUADRON 1994
 QL0546'MARK NOT FOUND.
 QL0546
 QL0546                          STATION RECOVERY (2001)
 QL0546
 QL0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QL0546'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QL0546
 QL0546                          STATION RECOVERY (2001)
 QL0546
 QL0546'RECOVERY NOTE BY US POWER SQUADRON 2001 (KS)
 QL0546'STA MARK, RM 1, RM 2, AND AZ NOT FOUND.  THERE HAS BEEN EXTENSIVE
 QL0546'COUNTY HIGHWAY RECONSTRUCTION IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG9062 ***********************************************************************
 DG9062  DESIGNATION -  LOON LAKE
 DG9062  PID         -  DG9062
 DG9062  STATE/COUNTY-  WI/WASHBURN
 DG9062  USGS QUAD   -  BIRCHWOOD (1982)
 DG9062
 DG9062                         *CURRENT SURVEY CONTROL
 DG9062  ___________________________________________________________________
 DG9062* NAD 83(1997)-  45 41 30.87121(N)    091 36 48.50282(W)     ADJUSTED  
 DG9062* NAVD 88     -       407.0    (meters)    1335.     (feet)  GPS OBS   
 DG9062  ___________________________________________________________________
 DG9062  X           -    -125,667.619 (meters)                     COMP
 DG9062  Y           -  -4,461,382.863 (meters)                     COMP
 DG9062  Z           -   4,541,663.529 (meters)                     COMP
 DG9062  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 DG9062  ELLIP HEIGHT-         377.12  (meters)          (01/24/05) GPS OBS
 DG9062  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 DG9062
 DG9062  HORZ ORDER  -  FIRST
 DG9062  ELLP ORDER  -  FOURTH    CLASS I
 DG9062
 DG9062.The horizontal coordinates were established by GPS observations
 DG9062.and adjusted by the WOOLPERT CONSULTANTS in January 2005..
 DG9062
 DG9062.The orthometric height was determined by GPS observations and a
 DG9062.high-resolution geoid model.
 DG9062
 DG9062.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9062
 DG9062.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9062
 DG9062.The ellipsoidal height was determined by GPS observations
 DG9062.and is referenced to NAD 83.
 DG9062
 DG9062.The geoid height was determined by GEOID03.
 DG9062
 DG9062;                    North         East     Units Scale Factor Converg.
 DG9062;SPC WI N     -    59,653.742   474,334.392   MT  0.99997962   -1 09 50.1
 DG9062;SPC WI N     -   195,713.99  1,556,212.08   sFT  0.99997962   -1 09 50.1
 DG9062;UTM  15      - 5,060,752.187   607,956.071   MT  0.99974328   +0 59 32.2
 DG9062
 DG9062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9062!SPC WI N     -   0.99994088  x   0.99997962  =   0.99992050
 DG9062!UTM  15      -   0.99994088  x   0.99974328  =   0.99968418
 DG9062
 DG9062                          SUPERSEDED SURVEY CONTROL
 DG9062
 DG9062.No superseded survey control is available for this station.
 DG9062
 DG9062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL0795660752(NAD 83)
 DG9062_MARKER: DD = SURVEY DISK
 DG9062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9062_STAMPING: 3559 LOON LAKE 2004
 DG9062_MARK LOGO: WI-129
 DG9062_PROJECTION: FLUSH
 DG9062_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG9062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9062+STABILITY: SURFACE MOTION
 DG9062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9062+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2004
 DG9062
 DG9062  HISTORY     - Date     Condition        Report By
 DG9062  HISTORY     - UNK      MONUMENTED       WI-129
 DG9062  HISTORY     - 20041206 GOOD             WOOLPT
 DG9062
 DG9062                          STATION DESCRIPTION
 DG9062
 DG9062'DESCRIBED BY WOOLPERT CONSULTANTS 2004 (BJM)
 DG9062'THE STATION IS LOCATED APPROXIMATELY 3.1 MI (5.0 KM) NORTHWEST OF
 DG9062'BIRCHWOOD, 13.7 MI (22.0 KM) SOUTHEAST OF SPOONER, AND 10.6 MI (17.0
 DG9062'KM) SOUTHWEST OF STONE LAKE.
 DG9062' 
 DG9062'TO REACH THE STATION FROM THE INTERSECTION OF 30TH AVENUE AND COUNTY
 DG9062'ROAD T, GO NORTH ON COUNTY ROAD T 2.0 MI (3.2 KM) TO COUNTY ROAD D.
 DG9062'TURN LEFT AND GO WEST ON COUNTY ROAD D FOR 1.0 MI (1.6 KM) TO BERRY
 DG9062'ROAD. TURN RIGHT AND GO NORTH ON BERRY ROAD 1.9 MI (3.0 KM) TO NICE
 DG9062'LAKE ROAD TURN RIGHT AND GO EAST ON NICE LAKE ROAD 0.5 MI (0.8 KM) TO
 DG9062'LOON LAKE DRIVE. TURN RIGHT AND GO SOUTH, THEN EAST 0.3 MI (0.5 KM) ON
 DG9062'LOON LAKE DRIVE TO THE STATION ON THE RIGHT. THE STATION IS A 4-INCH
 DG9062'DIAMETER BRASS CAP STAMPED --3559 LOON LAKE 2004-- SET IN THE TOP OF
 DG9062'AN 18-INCH DIAMETER CONCRETE MONUMENT AND FLUSH WITH GROUND.
 DG9062' 
 DG9062'THE STATION IS 18.0 FT (5.5 M) SOUTH OF THE CENTERLINE OF LOON LAKE
 DG9062'DRIVE, 1.8 FT (0.5 M) NORTH OF A WHITE CARSONITE WITNESS POST, AND 9.5
 DG9062'FT (2.9 M) NORTH OF THE CENTERLINE OF A DRAINAGE DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC9107 ***********************************************************************
 AC9107  DESIGNATION -  LORAIN S
 AC9107  PID         -  AC9107
 AC9107  STATE/COUNTY-  WI/POLK
 AC9107  USGS QUAD   -  INDIAN CREEK (1982)
 AC9107
 AC9107                         *CURRENT SURVEY CONTROL
 AC9107  ___________________________________________________________________
 AC9107* NAD 83(1997)-  45 39 24.84834(N)    092 12 59.95542(W)     ADJUSTED  
 AC9107* NAVD 88     -       394.0    (meters)    1293.     (feet)  GPS OBS   
 AC9107  ___________________________________________________________________
 AC9107  X           -    -172,734.350 (meters)                     COMP
 AC9107  Y           -  -4,462,586.272 (meters)                     COMP
 AC9107  Z           -   4,538,936.656 (meters)                     COMP
 AC9107  LAPLACE CORR-         -10.82  (seconds)                    DEFLEC99
 AC9107  ELLIP HEIGHT-         365.81  (meters)          (09/30/02) GPS OBS
 AC9107  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 AC9107
 AC9107  HORZ ORDER  -  FIRST
 AC9107  ELLP ORDER  -  SECOND    CLASS I
 AC9107
 AC9107.The horizontal coordinates were established by GPS observations
 AC9107.and adjusted by the National Geodetic Survey in September 2002..
 AC9107
 AC9107.The orthometric height was determined by GPS observations and a
 AC9107.high-resolution geoid model.
 AC9107
 AC9107.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9107
 AC9107.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9107
 AC9107.The ellipsoidal height was determined by GPS observations
 AC9107.and is referenced to NAD 83.
 AC9107
 AC9107.The geoid height was determined by GEOID03.
 AC9107
 AC9107;                    North         East     Units Scale Factor Converg.
 AC9107;SPC WI C     -   205,002.375   427,248.084   MT  1.00003367   -1 33 50.5
 AC9107;SPC WI C     -   672,578.63  1,401,729.76   sFT  1.00003367   -1 33 50.5
 AC9107;UTM  15      - 5,056,226.513   561,030.040   MT  0.99964579   +0 33 36.9
 AC9107
 AC9107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9107!SPC WI C     -   0.99994265  x   1.00003367  =   0.99997632
 AC9107!UTM  15      -   0.99994265  x   0.99964579  =   0.99958846
 AC9107
 AC9107                          SUPERSEDED SURVEY CONTROL
 AC9107
 AC9107  NAD 83(1991)-  45 39 24.84794(N)    092 12 59.95359(W) AD(       ) 1
 AC9107  ELLIP H (06/10/97)  365.82   (m)                       GP(       ) 2 1
 AC9107
 AC9107.Superseded values are not recommended for survey control.
 AC9107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9107.See file dsdata.txt to determine how the superseded data were derived.
 AC9107
 AC9107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6103056227(NAD 83)
 AC9107_MARKER: DD = SURVEY DISK
 AC9107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9107_STAMPING: LORAIN S. 460
 AC9107_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC9107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9107+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2005
 AC9107
 AC9107  HISTORY     - Date     Condition        Report By
 AC9107  HISTORY     - 1995     MONUMENTED       WI-095
 AC9107  HISTORY     - 20051025 GOOD             WIDT
 AC9107  HISTORY     - 20051104 GOOD             WIDT
 AC9107
 AC9107                          STATION DESCRIPTION
 AC9107
 AC9107'DESCRIBED BY POLK COUNTY WISCONSIN 1995 (TEC)
 AC9107'THE STATION IS LOCATED 12 MI (19.3 KM) EAST OF THE VILLAGE OF
 AC9107'FREDERIC, WISCONSIN IN THE SOUTHWEST QUARTER OF SOUTHWEST QUARTER OF
 AC9107'SECTION 27, T.37N., R.15W., 4TH P.M.  TOWN OF LORAIN, POLK COUNTY. TO
 AC9107'REACH THE STATION FROM THE VILLAGE OF FREDERIC START WHERE STATE
 AC9107'HIGHWAY 35 INTERSECTS COUNTY TRUNK HIGHWAY W, GO EAST 12 MI (19.3 KM)
 AC9107'TO WHERE COUNTY TRUNK HIGHWAY W INTERSECTS 30TH STREET, GO NORTH 1 MI
 AC9107'(1.6 KM) TO THE STATION.  THE STATION IS LOCATED 26 FEET (7.9 M) EAST
 AC9107'OF CENTERLINE OF 30TH STREET, 1000 FEET (304.8 M) NORTH OF 310TH
 AC9107'AVENUE.  THE STATION IS A BRASS CAP, SET IN A 1.3 FOOT (0.4 M)
 AC9107'DIAMETER BY 6 FOOT (1.8 M) DEEP CONCRETE MONUMENT FLUSH WITH GROUND
 AC9107'SURFACE.  A PLASTIC WITNESS POST IS SET 2 FEET (0.6 M) FROM THE
 AC9107'STATION.
 AC9107
 AC9107                          STATION RECOVERY (2005)
 AC9107
 AC9107'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AC9107'RECOVERED IN GOOD CONDITION.  AN ALTERNATIVE TO REACH FOLLOWS-- FROM
 AC9107'THE JUNCTION OF STATE HIGHWAY 48 WITH COUNTY HIGHWAY E NORTH (10TH
 AC9107'STREET) ABOUT 1 MILE WEST OF THE POLK-BARRON COUNTY LINE, GO NORTH ON
 AC9107'COUNTY HIGHWAY E FOR 4.7 MILES TO COUNTY HIGHWAY W LEFT,
 AC9107'TURN LEFT AND GO WEST ON COUNTY HIGHWAY W (300TH AVENUE) FOR 2.0 MILES
 AC9107'TO 30TH STREET, TURN RIGHT AND GO NORTH ON 30TH STREET FOR 1.0 MILE TO
 AC9107'310TH AVENUE, CONTINUE NORTH ON 30TH STREET FOR 0.18 MILE TO THE
 AC9107'STATION ON THE RIGHT.
 AC9107'ADD-- THE STATION IS 19.4 M SOUTH OF THE CENTERLINE OF A FIELD
 AC9107'ENTRANCE AND THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE --3119--, AND
 AC9107'1.0 M EAST, 1.0 M SOUTHWEST, AND 1.0 M WEST OF THREE ORANGE 4X4
 AC9107'PLASTIC GUARD POSTS.
 AC9107
 AC9107                          STATION RECOVERY (2005)
 AC9107
 AC9107'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (GRS)
 AC9107'A LOCAL SURVEYOR HAS REPORTED TO WIDT HE HAS TRIED TO USE THIS STATION
 AC9107'FOR CONTROL ON VARIOUS PROJECTS AND THE PUBLISHED POSITION SEEMS TO BE
 AC9107'IN ERROR.  THE MONUMENT MAY HAVE BEEN DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC9108 ***********************************************************************
 AC9108  DESIGNATION -  LORAIN W
 AC9108  PID         -  AC9108
 AC9108  STATE/COUNTY-  WI/POLK
 AC9108  USGS QUAD   -  CLAM FALLS (1983)
 AC9108
 AC9108                         *CURRENT SURVEY CONTROL
 AC9108  ___________________________________________________________________
 AC9108* NAD 83(1997)-  45 42 42.77572(N)    092 16 05.01137(W)     ADJUSTED  
 AC9108* NAVD 88     -       319.2    (meters)    1047.     (feet)  GPS OBS   
 AC9108  ___________________________________________________________________
 AC9108  X           -    -176,562.915 (meters)                     COMP
 AC9108  Y           -  -4,458,008.607 (meters)                     COMP
 AC9108  Z           -   4,543,152.762 (meters)                     COMP
 AC9108  LAPLACE CORR-          -9.46  (seconds)                    DEFLEC99
 AC9108  ELLIP HEIGHT-         291.54  (meters)          (09/30/02) GPS OBS
 AC9108  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 AC9108
 AC9108  HORZ ORDER  -  FIRST
 AC9108  ELLP ORDER  -  SECOND    CLASS I
 AC9108
 AC9108.The horizontal coordinates were established by GPS observations
 AC9108.and adjusted by the National Geodetic Survey in September 2002..
 AC9108
 AC9108.The orthometric height was determined by GPS observations and a
 AC9108.high-resolution geoid model.
 AC9108
 AC9108.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9108
 AC9108.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9108
 AC9108.The ellipsoidal height was determined by GPS observations
 AC9108.and is referenced to NAD 83.
 AC9108
 AC9108.The geoid height was determined by GEOID03.
 AC9108
 AC9108;                    North         East     Units Scale Factor Converg.
 AC9108;SPC WI C     -   211,221.604   423,413.639   MT  1.00004726   -1 36 01.0
 AC9108;SPC WI C     -   692,982.88  1,389,149.58   sFT  1.00004726   -1 36 01.0
 AC9108;UTM  15      - 5,062,296.923   556,969.319   MT  0.99963990   +0 31 26.3
 AC9108
 AC9108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9108!SPC WI C     -   0.99995430  x   1.00004726  =   1.00000155
 AC9108!UTM  15      -   0.99995430  x   0.99963990  =   0.99959421
 AC9108
 AC9108                          SUPERSEDED SURVEY CONTROL
 AC9108
 AC9108  NAD 83(1991)-  45 42 42.77517(N)    092 16 05.00974(W) AD(       ) 1
 AC9108  ELLIP H (06/10/97)  291.56   (m)                       GP(       ) 2 1
 AC9108
 AC9108.Superseded values are not recommended for survey control.
 AC9108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9108.See file dsdata.txt to determine how the superseded data were derived.
 AC9108
 AC9108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL5696962297(NAD 83)
 AC9108_MARKER: DD = SURVEY DISK
 AC9108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9108_STAMPING: LORAIN W. 462
 AC9108_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC9108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9108+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2005
 AC9108
 AC9108  HISTORY     - Date     Condition        Report By
 AC9108  HISTORY     - 1995     MONUMENTED       WI-095
 AC9108  HISTORY     - 20051025 GOOD             WIDT
 AC9108
 AC9108                          STATION DESCRIPTION
 AC9108
 AC9108'DESCRIBED BY POLK COUNTY WISCONSIN 1995 (TEC)
 AC9108'THE STATION IS LOCATED APPROXIMATELY 10 MI (16.1 KM) NORTHEAST OF THE
 AC9108'VILLAGE OF FREDERIC, WISCONSIN IN THE SOUTHWEST QUARTER OF SOUTHEAST
 AC9108'QUARTER OF SECTION 6, T.37N., R.15W., 4TH P.M.  TOWN OF LORAIN, POLK
 AC9108'COUNTY.  TO REACH THE STATION FROM THE VILLAGE OF FREDERIC START AT
 AC9108'THE INTERSECTION OF STATE HIGHWAY 48 AND STATE HIGHWAY 35, GO
 AC9108'NORTHEAST 5.5 MI (8.9 KM) ALONG STATE HIGHWAY 35 TO THE INTERSECTION
 AC9108'OF STATE HIGHWAY 35 AND COUNTY TRUNK HIGHWAY E, GO EAST ALONG COUNTY
 AC9108'TRUNK HIGHWAY E APPROXIMATELY 6.25 MI (10.06 KM) TO THE STATION.  THE
 AC9108'STATION IS LOCATED 27.5 FEET (8.4 M) NORTH OF CENTERLINE OF COUNTY
 AC9108'HIGHWAY E, ON SOUTHERLY EXTENSION OF FENCE TO NORTH, .5 MI (0.8 KM)
 AC9108'WEST OF 50TH STREET, .25 MI (0.40 KM) EAST OF 56TH STREET.  THE
 AC9108'STATION IS A BRASS CAP, SET IN A 1.3 FOOT (0.4 M) DIAMETER BY 6 FOOT
 AC9108'(1.8 M) DEEP CONCRETE MONUMENT FLUSH WITH GROUND SURFACE.  A PLASTIC
 AC9108'WITNESS POST IS SET 2 FEET (0.6 M) FROM THE STATION.
 AC9108
 AC9108                          STATION RECOVERY (2005)
 AC9108
 AC9108'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AC9108'RECOVERED IN GOOD CONDITION.  AN ALTERNATIVE TO REACH FOLLOWS-- FROM
 AC9108'THE JUNCTION OF STATE HIGHWAY 48 WITH COUNTY HIGHWAY E NORTH (10TH
 AC9108'STREET) ABOUT 1 MILE WEST OF THE POLK-BARRON COUNTY LINE, GO NORTH ON
 AC9108'COUNTY HIGHWAY E FOR 4.7 MILES TO COUNTY HIGHWAY W LEFT,
 AC9108'CONTINUE NORTH ON COUNTY HIGHWAY E FOR 4.9 MILES A CURVE TO THE LEFT
 AC9108'AND COUNTY HIGHWAY EE (15TH STREET) RIGHT, CONTINUE WEST ON COUNTY
 AC9108'HIGHWAY E (345TH AVENUE) FOR 3.4 MILES TO COUNTY HIGHWAY I (50TH
 AC9108'STREET) LEFT, TURN RIGHT AND GO NORTH (50TH STREET) AND WEST (350TH
 AC9108'AVENUE) ON COUNTY HIGHWAY E FOR 0.9 MILE TO THE STATION ON THE RIGHT.
 AC9108' 
 AC9108'ADD-- THE STATION IS 4.4 M WEST OF THE EXTENDED CENTERLINE OF A FIELD
 AC9108'ENTRANCE AND 1.0 M NORTH, 1.0 M SOUTHEAST, AND 1.0 M SOUTHWEST OF
 AC9108'THREE ORANGE 4X4 PLASTIC GUARD POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AF9937 ***********************************************************************
 AF9937  DESIGNATION -  LORETTA GPS
 AF9937  PID         -  AF9937
 AF9937  STATE/COUNTY-  WI/SAWYER
 AF9937  USGS QUAD   -  LORETTA (1981)
 AF9937
 AF9937                         *CURRENT SURVEY CONTROL
 AF9937  ___________________________________________________________________
 AF9937* NAD 83(1997)-  45 55 12.81144(N)    090 50 39.55755(W)     ADJUSTED  
 AF9937* NAVD 88     -       431.5    (meters)    1416.     (feet)  GPS OBS   
 AF9937  ___________________________________________________________________
 AF9937  X           -     -65,499.607 (meters)                     COMP
 AF9937  Y           -  -4,444,490.844 (meters)                     COMP
 AF9937  Z           -   4,559,371.957 (meters)                     COMP
 AF9937  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 AF9937  ELLIP HEIGHT-         401.44  (meters)          (12/26/02) GPS OBS
 AF9937  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 AF9937
 AF9937  HORZ ORDER  -  FIRST
 AF9937  ELLP ORDER  -  THIRD     CLASS II
 AF9937
 AF9937.The horizontal coordinates were established by GPS observations
 AF9937.and adjusted by the National Geodetic Survey in December 2002..
 AF9937
 AF9937.The orthometric height was determined by GPS observations and a
 AF9937.high-resolution geoid model.
 AF9937
 AF9937.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9937
 AF9937.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9937
 AF9937.The ellipsoidal height was determined by GPS observations
 AF9937.and is referenced to NAD 83.
 AF9937
 AF9937.The geoid height was determined by GEOID03.
 AF9937
 AF9937;                    North         East     Units Scale Factor Converg.
 AF9937;SPC WI N     -    84,101.390   534,506.343   MT  0.99995463   -0 36 32.6
 AF9937;SPC WI N     -   275,922.64  1,753,626.23   sFT  0.99995463   -0 36 32.6
 AF9937;UTM  15      - 5,087,443.529   667,157.679   MT  0.99994351   +1 32 56.2
 AF9937
 AF9937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9937!SPC WI N     -   0.99993707  x   0.99995463  =   0.99989170
 AF9937!UTM  15      -   0.99993707  x   0.99994351  =   0.99988058
 AF9937
 AF9937                          SUPERSEDED SURVEY CONTROL
 AF9937
 AF9937  NAD 83(1991)-  45 55 12.81116(N)    090 50 39.55647(W) AD(       ) 1
 AF9937
 AF9937.Superseded values are not recommended for survey control.
 AF9937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9937.See file dsdata.txt to determine how the superseded data were derived.
 AF9937
 AF9937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL6715887444(NAD 83)
 AF9937_MARKER: DD = SURVEY DISK
 AF9937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9937_STAMPING: LORETTA GPS 1992
 AF9937_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9937+STABILITY: SURFACE MOTION
 AF9937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9937+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AF9937
 AF9937  HISTORY     - Date     Condition        Report By
 AF9937  HISTORY     - 1992     MONUMENTED       USFS
 AF9937
 AF9937                          STATION DESCRIPTION
 AF9937
 AF9937'DESCRIBED BY US FOREST SERVICE 1992 (RRE)
 AF9937'STATION IS LOCATED ABOUT 31 MI (49.9 KM) SOUTHEAST OF HAYWARD, IN THE
 AF9937'SE1/4-NE1/4, SECTION 27, T40N, R4W.  TO REACH THE STATION FROM THE
 AF9937'JUNCTION OF S.T.H.  70 AND C.T.H.  GG, IN LORETTA, WHICH IS 36.1 MI
 AF9937'(58.1 KM) EAST OF HAYWARD, VIA C.T.H.  B AND S.T.H.  70.  GO NORTH ON
 AF9937'C.T.H.  GG, 2.5 MI (4.0 KM) TO STATION.  STATION IS LOCATED 22.5 FT
 AF9937'(6.9 M) EAST OF CENTERLINE OF C.T.H.  GG, 23 FT (7.0 M) NORTH OF THE
 AF9937'NORTH END OF THE BRIDGE OVER THE BRUNET RIVER, 0.7 FT (21.3 CM) NORTH
 AF9937'OF A CARSONITE WITNESS POST AND 2.5 FT (0.8 M) EAST OF A CARSONITE
 AF9937'WITNESS POST.  STATION MARK IS A BRASS CAP, 0.25 FT (7.62 CM) IN DIA,
 AF9937'SET IN CONCRETE, 1.25 FT (0.38 M) IN DIA BY 6 FT (1.8 M) LONG, FLUSH
 AF9937'IN GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0077 ***********************************************************************
 QM0077  DESIGNATION -  LORETTO
 QM0077  PID         -  QM0077
 QM0077  STATE/COUNTY-  WI/FOREST
 QM0077  USGS QUAD   -  WABENO (1972)
 QM0077
 QM0077                         *CURRENT SURVEY CONTROL
 QM0077  ___________________________________________________________________
 QM0077* NAD 83(1991)-  45 26 24.70914(N)    088 38 38.91519(W)     ADJUSTED  
 QM0077* NAVD 88     -       468.953  (meters)    1538.56   (feet)  ADJUSTED  
 QM0077  ___________________________________________________________________
 QM0077  LAPLACE CORR-          -5.67  (seconds)                    DEFLEC99
 QM0077  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 QM0077  DYNAMIC HT  -         468.904 (meters)    1538.40  (feet)  COMP
 QM0077  MODELED GRAV-     980,496.3   (mgal)                       NAVD 88
 QM0077
 QM0077  HORZ ORDER  -  FIRST
 QM0077  VERT ORDER  -  FIRST     CLASS II
 QM0077
 QM0077.The horizontal coordinates were established by classical geodetic methods
 QM0077.and adjusted by the National Geodetic Survey in November 1991..
 QM0077
 QM0077.The orthometric height was determined by differential leveling
 QM0077.and adjusted by the National Geodetic Survey in June 1991..
 QM0077
 QM0077.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0077
 QM0077.The geoid height was determined by GEOID03.
 QM0077
 QM0077.The dynamic height is computed by dividing the NAVD 88
 QM0077.geopotential number by the normal gravity value computed on the
 QM0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0077.degrees latitude (g = 980.6199 gals.).
 QM0077
 QM0077.The modeled gravity was interpolated from observed gravity values.
 QM0077
 QM0077;                    North         East     Units Scale Factor Converg.
 QM0077;SPC WI N     -    31,306.785   706,080.813   MT  1.00002536   +0 58 41.1
 QM0077;SPC WI N     -   102,712.34  2,316,533.47   sFT  1.00002536   +0 58 41.1
 QM0077;SPC WI C     -   179,444.581   706,077.197   MT  0.99998916   +0 57 24.0
 QM0077;SPC WI C     -   588,727.76  2,316,521.60   sFT  0.99998916   +0 57 24.0
 QM0077;UTM  16      - 5,033,167.341   371,412.691   MT  0.99980329   -1 10 17.9
 QM0077
 QM0077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0077!SPC WI N     -   0.99993189  x   1.00002536  =   0.99995724
 QM0077!SPC WI C     -   0.99993189  x   0.99998916  =   0.99992105
 QM0077!UTM  16      -   0.99993189  x   0.99980329  =   0.99973519
 QM0077
 QM0077|---------------------------------------------------------------------|
 QM0077| PID    Reference Object                     Distance      Geod. Az  |
 QM0077|                                                           dddmmss.s |
 QM0077| QM0078 SOPERTON                            396.131 METERS 10407     |
 QM0077| QM0630 WABENO RR WATER TANK                APPROX. 1.2 KM 2660140.3 |
 QM0077|---------------------------------------------------------------------|
 QM0077
 QM0077                          SUPERSEDED SURVEY CONTROL
 QM0077
 QM0077  NAD 83(1986)-  45 26 24.70931(N)    088 38 38.93642(W) AD(       ) 1
 QM0077  NAD 27      -  45 26 24.82600(N)    088 38 38.54200(W) AD(       ) 1
 QM0077  NGVD 29 (??/??/92)  468.940  (m)         1538.51   (f) ADJ UNCH    1 2
 QM0077
 QM0077.Superseded values are not recommended for survey control.
 QM0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0077.See file dsdata.txt to determine how the superseded data were derived.
 QM0077
 QM0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR7141333167(NAD 83)
 QM0077_MARKER: DS = TRIANGULATION STATION DISK
 QM0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0077
 QM0077  HISTORY     - Date     Condition        Report By
 QM0077  HISTORY     - 1921     MONUMENTED       CGS
 QM0077  HISTORY     - 1922     GOOD             NGS
 QM0077  HISTORY     - 1934     GOOD             NGS
 QM0077  HISTORY     - 1972     SEE DESCRIPTION  USGS
 QM0077  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0077
 QM0077                          STATION DESCRIPTION
 QM0077
 QM0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0077'STATION IS ABOUT 3/4 MILE S OF WABENO, 45 METERS N OF SWITCH
 QM0077'STAND FOR SWITCH LEADING INTO BAY SHORE LUMBER COMPANY, 75
 QM0077'METERS S OF RAILROAD CULVERT, 1.71 METERS (5.61 FEET) E OF
 QM0077'THE E RAIL OF THE CHICAGO AND NORTHWESTERN RAILWAY.
 QM0077'
 QM0077'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS
 QM0077'SET IN CONCRETE.
 QM0077
 QM0077                          STATION RECOVERY (1922)
 QM0077
 QM0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 QM0077'0.2 MI W FROM SOPERTON.
 QM0077'0.2 MILES WEST OF SPOERTON ABOUT 3/4 MILE SOUTH OF WABENO, 45
 QM0077'METERS 38 METERS WEST OF SWITCHSTAND, FOR SWITCH LEADING INTO
 QM0077'BAY SHORE LUMBER CO., 80 METERS EAST OF R.R. CULVERT N. 114,
 QM0077'1.71 METERS (5.61 FT.) EAST OF THE EAST RAIL OF THE C. AND N.W.RY.
 QM0077
 QM0077                          STATION RECOVERY (1934)
 QM0077
 QM0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QM0077'RECOVERED IN GOOD CONDITION.
 QM0077
 QM0077                          STATION RECOVERY (1972)
 QM0077
 QM0077'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (RLB)
 QM0077'DESCRIPTION WAS ACCURATE.  MARK WAS FOUND TO BE KNOCKED OVER.
 QM0077
 QM0077                          STATION RECOVERY (1985)
 QM0077
 QM0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB8463 ***********************************************************************
 AB8463  DESIGNATION -  LOST
 AB8463  PID         -  AB8463
 AB8463  STATE/COUNTY-  WI/BARRON
 AB8463  USGS QUAD   -  INDIAN CREEK (1982)
 AB8463
 AB8463                         *CURRENT SURVEY CONTROL
 AB8463  ___________________________________________________________________
 AB8463* NAD 83(1997)-  45 37 57.05408(N)    092 08 55.72038(W)     ADJUSTED  
 AB8463* NAVD 88     -       402.0    (meters)    1319.     (feet)  GPS OBS   
 AB8463  ___________________________________________________________________
 AB8463  X           -    -167,523.020 (meters)                     COMP
 AB8463  Y           -  -4,464,729.779 (meters)                     COMP
 AB8463  Z           -   4,537,047.026 (meters)                     COMP
 AB8463  LAPLACE CORR-         -13.77  (seconds)                    DEFLEC99
 AB8463  ELLIP HEIGHT-         373.38  (meters)          (01/30/03) GPS OBS
 AB8463  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 AB8463
 AB8463  HORZ ORDER  -  FIRST
 AB8463  ELLP ORDER  -  FOURTH    CLASS I
 AB8463
 AB8463.The horizontal coordinates were established by GPS observations
 AB8463.and adjusted by the National Geodetic Survey in January 2003..
 AB8463
 AB8463.The orthometric height was determined by GPS observations and a
 AB8463.high-resolution geoid model.
 AB8463
 AB8463.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8463
 AB8463.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8463
 AB8463.The ellipsoidal height was determined by GPS observations
 AB8463.and is referenced to NAD 83.
 AB8463
 AB8463.The geoid height was determined by GEOID03.
 AB8463
 AB8463;                    North         East     Units Scale Factor Converg.
 AB8463;SPC WI C     -   202,150.610   432,462.368   MT  1.00002794   -1 30 58.1
 AB8463;SPC WI C     -   663,222.46  1,418,836.95   sFT  1.00002794   -1 30 58.1
 AB8463;UTM  15      - 5,053,571.016   566,344.431   MT  0.99965411   +0 36 30.6
 AB8463
 AB8463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8463!SPC WI C     -   0.99994147  x   1.00002794  =   0.99996941
 AB8463!UTM  15      -   0.99994147  x   0.99965411  =   0.99959560
 AB8463
 AB8463                          SUPERSEDED SURVEY CONTROL
 AB8463
 AB8463  NAD 83(1991)-  45 37 57.05324(N)    092 08 55.71763(W) AD(       ) 1
 AB8463  ELLIP H (12/09/96)  373.43   (m)                       GP(       ) 4 1
 AB8463
 AB8463.Superseded values are not recommended for survey control.
 AB8463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8463.See file dsdata.txt to determine how the superseded data were derived.
 AB8463
 AB8463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6634453571(NAD 83)
 AB8463_MARKER: DD = SURVEY DISK
 AB8463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8463_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8463+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2005
 AB8463
 AB8463  HISTORY     - Date     Condition        Report By
 AB8463  HISTORY     - 1993     MONUMENTED       WI-013
 AB8463  HISTORY     - 20050927 GOOD             WIDT
 AB8463
 AB8463                          STATION DESCRIPTION
 AB8463
 AB8463'DESCRIBED BY BURNETT COUNTY WISCONSIN 1993
 AB8463'THE STATION IS LOCATED 13.8 MI (22.2 KM) SOUTHWEST OF THE INTERSECTION
 AB8463'OF STATE HIGHWAY 70 AND THE BURNETT AND WASHBURN COUNTY LINE (ALSO
 AB8463'COUNTY LINE ROAD) , 15.5 MI (24.9 KM) SOUTHEAST OF THE VILLAGE OF
 AB8463'SIREN, 12.9 MI (20.8 KM) SOUTHWEST OF THE INTERSECTION OF STATE
 AB8463'HIGHWAY 70 AND COUNTY ROAD H, IN THE NORTHEAST QUARTER OF THE
 AB8463'SOUTHWEST QUARTER, SECTION 6, T36N, R14W, TOWN OF MAPLE PLAIN, COUNTY
 AB8463'OF BARRON.  TO REACH THE STATION FROM THE INTERSECTION OF STATE
 AB8463'HIGHWAY 70 AND COUNTY ROAD H GO SOUTH ALONG COUNTY ROAD H 11.6 MI
 AB8463'(18.7 KM) TO LAKE 32 ROAD, GO WEST ALONG LAKE 32 ROAD .5 MI (0.8 KM)
 AB8463'TO LAKE 32 ROAD TURNING SOUTH, CONTINUE SOUTH ALONG LAKE 32 ROAD 1.1
 AB8463'MI (1.8 KM) TO BURNETT AND BARRON COUNTY LINE, GO WEST ALONG SAME ROAD
 AB8463'NOW CALLED 30TH AVENUE IN BARRON COUNTY .24 MI, (0.39 KM) CONTINUE
 AB8463'SOUTH ALONG 30TH AVENUE TO 29 1/2 AVENUE, GO WEST ALONG 29 1/2 AVENUE
 AB8463'1.2 MI (1.9 KM) TO THE STATION LOCATED .3 MI (0.5 KM) EAST OF BARRON
 AB8463'AND POLK COUNTY LINE AND 30 FEET (9.1 M) SOUTH OF ROAD. THE STATION IS
 AB8463'LOCATED ON TOP OF HILL, 600 FEET (182.9 M) WEST OF ADDRESS NUMBER 40.
 AB8463'FIBERGLASS WITNESS POST SET 3 FEET (0.9 M) SOUTH OF THE STATION.  THE
 AB8463'STATION MARKER IS SET IN A 30 CM ROUND CONCRETE MONUMENT 15 CM BELOW
 AB8463'GROUND SURFACE.
 AB8463
 AB8463                          STATION RECOVERY (2005)
 AB8463
 AB8463'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AB8463'RECOVERED IN GOOD CONDITION.  AN ALTERNATIVE TO REACH FOLLOWS-- TO
 AB8463'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 63 WITH STATE
 AB8463'HIGHWAY 48, 1 MILE WEST OF THE COMMUNITY OF CUMBERLAND, GO NORTHWEST
 AB8463'ON STATE HIGHWAY 48 FOR 6.2 MILES TO THE POLK-BARRON COUNTY LINE.
 AB8463'CONTINUE NORTHWEST ON STATE HIGHWAY 48 FOR 1.0 MILE TO COUNTY HIGHWAY
 AB8463'E (NORTH),  TURN RIGHT AND GO NORTH ON COUNTY HIGHWAY E FOR 3.7 MILES
 AB8463'TO 290 AVENUE,  TURN RIGHT AND GO EAST ON 290 AVENUE FOR 1.0 MILE TO A
 AB8463'T-JUNCTION WITH POLK BARRON STREET,  TURN LEFT AND GO NORTH ON POLK
 AB8463'BARRON STREET FOR 0.4 MILE TO 29 1/2 AVENUE ON THE RIGHT,  TURN RIGHT
 AB8463'AND GO EAST ON 29 1/2  AVENUE FOR 0.2 MILE TO THE STATION ON THE
 AB8463'RIGHT.
 AB8463'ADD-- THE STATION IS 46.0 M EAST OF THE EXTENDED CENTERLINE OF THE
 AB8463'GATED PRIVATE ENTRANCE TO --24-- AND 1.0 M SOUTH, 1.0 M NORTHEAST, AND
 AB8463'1.0 M NORTHWEST OF THREE 4X4 ORANGE PLASTIC GUARD POSTS.  --NOTE-- THE
 AB8463'DISK IS A BURNETT COUNTY BENCHMARK DISK STAMPED --GPS 119--.
 AB8463' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1316 ***********************************************************************
 OM1316  DESIGNATION -  LOST LAKE GPS
 OM1316  PID         -  OM1316
 OM1316  STATE/COUNTY-  WI/DODGE
 OM1316  USGS QUAD   -  FALL RIVER (1980)
 OM1316
 OM1316                         *CURRENT SURVEY CONTROL
 OM1316  ___________________________________________________________________
 OM1316* NAD 83(1997)-  43 27 47.15529(N)    089 00 21.67496(W)     ADJUSTED  
 OM1316* NAVD 88     -       284.     (meters)     932.     (feet)  SCALED    
 OM1316  ___________________________________________________________________
 OM1316  X           -      80,437.780 (meters)                     COMP
 OM1316  Y           -  -4,636,196.659 (meters)                     COMP
 OM1316  Z           -   4,365,158.406 (meters)                     COMP
 OM1316  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 OM1316  ELLIP HEIGHT-         249.24  (meters)          (08/01/05) GPS OBS
 OM1316  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 OM1316  OBS GRAVITY -     980,367.3   (mgal)                       GRAV_OBS
 OM1316
 OM1316  HORZ ORDER  -  FIRST
 OM1316  ELLP ORDER  -  SECOND    CLASS I
 OM1316
 OM1316.The horizontal coordinates were established by GPS observations
 OM1316.and adjusted by the WI DEPT OF TRANSP in August 2005..
 OM1316
 OM1316.The orthometric height was scaled from a topographic map.
 OM1316
 OM1316.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1316
 OM1316.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1316
 OM1316.The ellipsoidal height was determined by GPS observations
 OM1316.and is referenced to NAD 83.
 OM1316
 OM1316.The geoid height was determined by GEOID03.
 OM1316.The observed gravity was obtained from relative gravimeter ties
 OM1316.to the IGSN71 gravity network.
 OM1316
 OM1316;                    North         East     Units Scale Factor Converg.
 OM1316;SPC WI S     -   163,015.783   680,431.393   MT  0.99993313   +0 40 58.7
 OM1316;SPC WI S     -   534,827.61  2,232,382.00   sFT  0.99993313   +0 40 58.7
 OM1316;UTM  16      - 4,814,197.754   337,724.027   MT  0.99992393   -1 22 48.8
 OM1316
 OM1316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1316!SPC WI S     -   0.99996092  x   0.99993313  =   0.99989405
 OM1316!UTM  16      -   0.99996092  x   0.99992393  =   0.99988485
 OM1316
 OM1316                          SUPERSEDED SURVEY CONTROL
 OM1316
 OM1316.No superseded survey control is available for this station.
 OM1316
 OM1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP3772414198(NAD 83)
 OM1316_MARKER: DD = SURVEY DISK
 OM1316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1316_SP_SET: CONCRETE POST
 OM1316_STAMPING: LOST LAKE GPS 1992
 OM1316_MARK LOGO: WI-027
 OM1316_PROJECTION: FLUSH
 OM1316_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM1316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1316+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2003
 OM1316
 OM1316  HISTORY     - Date     Condition        Report By
 OM1316  HISTORY     - 1992     MONUMENTED       WI-027
 OM1316  HISTORY     - 19931122 GOOD             WIDT
 OM1316  HISTORY     - 20030806 GOOD             WIDT
 OM1316
 OM1316                          STATION DESCRIPTION
 OM1316
 OM1316'DESCRIBED BY WI DEPT OF TRANSP 1993
 OM1316'STATION IS PART OF GRAVITY DENSIFICATION PROJECT, LOCATED IN WIDOT
 OM1316'DODGE COUNTY GRID REFERENCE H1, ABOUT 13.6 KM (8.45 MI) NORTH OF
 OM1316'COLUMBUS, ON THE DODGE-COLUMBIA COUNTY LINE, IN THE NORTHWEST CORNER
 OM1316'OF THE SOUTHWEST 1/4 OF SECTION 31, T12N, R13E, ON HIGHWAY
 OM1316'RIGHT-OF-WAY. CONTACT DODGE COUNTY SURVEYORS OFFICE AT 414-386-3770
 OM1316'CONCERNING STATION COORDINATES.
 OM1316'TO REACH THE STATION FROM STATE HIGHWAY 73 AND CONCORD ROAD AT LOST
 OM1316'LAKE, GO WEST ON CONCORD ROAD FOR 0.96 KM (0.60 MI) TO FOUNTAIN ROAD
 OM1316'(NOTE THAT CONCORD ROAD CHANGES INTO PETE PEAK ROAD AT THIS
 OM1316'INTERSECTION WHICH IS THE COUNTY LINE).  TURN RIGHT, NORTH, ON
 OM1316'FOUNTAIN ROAD FOR 0.48 KM (0.30 MI) TO THE STATION ON THE RIGHT.
 OM1316'THE STATION IS A BRASS DISK IN TOP OF A 45 CM ROUND CONCRETE MONUMENT
 OM1316'FLUSH WITH THE GROUND.  IT IS 9.8 M (32.2 FT) EAST FROM THE CENTER OF
 OM1316'FOUNTAIN ROAD, 6.1 M (20.0 FT) SOUTH OF A FIELD ENTRANCE EAST AND
 OM1316'0.35 M (1.15 FT) WEST OF A WHITE PLASTIC T-POST.
 OM1316
 OM1316                          STATION RECOVERY (2003)
 OM1316
 OM1316'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 OM1316'OWNERSHIP--TOWN OF WESTFORD.  TO REACH THE STATION FROM THE JUNCTION
 OM1316'OF STATE  HIGHWAY 73 WITH COUNTY HIGHWAY FW ABOUT 8 MI NORTH OF THE
 OM1316'TOWN OF COLUMBUS, GO  NORTH ON STATE HIGHWAY 73 FOR 0.5 MI TO CONCORD
 OM1316'ROAD, TURN LEFT AND GO WEST ON  CONCORD ROAD FOR 0.8 MI TO FOUNTAIN
 OM1316'ROAD, TURN RIGHT AND GO NORTH ON FOUNTAIN ROAD  FOR 0.3 MI TO THE
 OM1316'STATION ON THE RIGHT.  ---NOTE---CONCORD ROAD CHANGES TO PETE PEAK
 OM1316'ROAD AT THE COLUMBIA COUNTY LINE AND FOUNTAIN ROAD. THE STATION IS 9.9
 OM1316'M EAST OF THE  CENTERLINE OF FOUNTAIN ROAD, 66.0 M NORTHEAST OF POWER
 OM1316'POLE --CL13 14-5--, 30.7 M  SOUTHEAST OF A POWER POLE, 6 M WEST OF A
 OM1316'CULTIVATED FIELD, 6 M SOUTH OF THE CENTERLINE  OF A FIELD ENTRANCE,
 OM1316'AND 1.0 M EAST, NORTHWEST AND SOUTHWEST OF THREE ORANGE 4X4  PLASTIC
 OM1316'WITNESS POSTS.  ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 OM1316'EXTENDING  HIGHER THAN 25 DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE
 OM1316'TO THE NORTH EXTENDING TO  25 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0672 ***********************************************************************
 PO0672  DESIGNATION -  LOWE
 PO0672  PID         -  PO0672
 PO0672  STATE/COUNTY-  WI/TREMPEALEAU
 PO0672  USGS QUAD   -  PIGEON FALLS (1984)
 PO0672
 PO0672                         *CURRENT SURVEY CONTROL
 PO0672  ___________________________________________________________________
 PO0672* NAD 83(1991)-  44 22 54.74566(N)    091 13 54.56748(W)     ADJUSTED  
 PO0672* NAVD 88     -       329.4    (meters)    1081.     (feet)  VERTCON   
 PO0672  ___________________________________________________________________
 PO0672  LAPLACE CORR-          -7.07  (seconds)                    DEFLEC99
 PO0672  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 PO0672
 PO0672  HORZ ORDER  -  SECOND
 PO0672
 PO0672.The horizontal coordinates were established by classical geodetic methods
 PO0672.and adjusted by the National Geodetic Survey in March 1999..
 PO0672
 PO0672.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0672
 PO0672.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0672
 PO0672.The geoid height was determined by GEOID03.
 PO0672
 PO0672;                    North         East     Units Scale Factor Converg.
 PO0672;SPC WI C     -    61,697.286   501,841.915   MT  0.99997768   -0 52 08.9
 PO0672;SPC WI C     -   202,418.51  1,646,459.68   sFT  0.99997768   -0 52 08.9
 PO0672;UTM  15      - 4,915,808.513   640,850.024   MT  0.99984398   +1 14 13.0
 PO0672
 PO0672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0672!SPC WI C     -   0.99995330  x   0.99997768  =   0.99993098
 PO0672!UTM  15      -   0.99995330  x   0.99984398  =   0.99979729
 PO0672
 PO0672:                Primary Azimuth Mark                     Grid Az
 PO0672:SPC WI C     -  PIGEON FALLS MICROWAVE                   037 04 18.3
 PO0672:UTM  15      -  PIGEON FALLS MICROWAVE                   034 57 56.4
 PO0672
 PO0672|---------------------------------------------------------------------|
 PO0672| PID    Reference Object                     Distance      Geod. Az  |
 PO0672|                                                           dddmmss.s |
 PO0672| PO0671 PIGEON FALLS MICROWAVE              APPROX. 5.7 KM 0361209.4 |
 PO0672| CJ5267 LOWE RM 1                            14.565 METERS 06337     |
 PO0672| CJ5673 LOWE RM 2                             9.405 METERS 16402     |
 PO0672|---------------------------------------------------------------------|
 PO0672
 PO0672                          SUPERSEDED SURVEY CONTROL
 PO0672
 PO0672  NAD 83(1991)-  44 22 54.74554(N)    091 13 54.56812(W) AD(       ) 2
 PO0672  NAD 83(1986)-  44 22 54.74026(N)    091 13 54.57974(W) AD(       ) 2
 PO0672  NAD 27      -  44 22 54.88531(N)    091 13 53.99943(W) AD(       ) 2
 PO0672  NGVD 29 (07/19/86)  329.4    (m)         1081.     (f) VERT ANG       
 PO0672
 PO0672.Superseded values are not recommended for survey control.
 PO0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0672.See file dsdata.txt to determine how the superseded data were derived.
 PO0672
 PO0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK4085015809(NAD 83)
 PO0672_MARKER: DD = SURVEY DISK
 PO0672_SETTING: 0 = UNSPECIFIED SETTING
 PO0672
 PO0672  HISTORY     - Date     Condition        Report By
 PO0672  HISTORY     - 1967     MONUMENTED       USGS
 PO0672
 PO0672                          STATION DESCRIPTION
 PO0672
 PO0672'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JFS)
 PO0672'THE STATION IS LOCATED ABOUT 3.0 MI S. AND 1.0 MI W. OF PIGEON
 PO0672'FALLS, ABOUT 4.0 MI E. AND 1.0 MI N. OF WHITEHALL, ON A NARROW
 PO0672'PART OF A HIGH RIDGE, ON THE SE. QUARTER SEC. 16, T. 22 N., R. 7
 PO0672'W., ON LAND BELONGING TO MR. WILLIAM LOWE AND ABOUT 0.15
 PO0672'MI NE. OF A FARMHOUSE BELONGING TO MR. LOWE.
 PO0672'
 PO0672'TO REACH THE STATION FROM THE WHITEHALL POST OFFICE, GO E. ONE
 PO0672'BLOCK ON BLAIR ST. TO U.S. HWY. 53, TURN LEFT (N.) ON
 PO0672'U.S. HWY. 53 AND GO N. AND NE. FOR 2.5 MI TO JCT. OF COUNTY HWY. S
 PO0672'AT CORAL, TURN RIGHT (S.) ON HWY. S AND GO 0.1 MI TO A BLACKTOP
 PO0672'RD. E., TURN LEFT (E.) ON BLACKTOP RD. AND GO E. FOR 1.0 MI TO
 PO0672'END OF BLACKTOP, CONTINUE SHARP LEFT ON DIM TRAIL INTO FIELD AND
 PO0672'GO W.-NW. THROUGH NARROW FIELD ALONG RIDGE FOR 0.6 MI TO FENCE
 PO0672'COR. AT NW. COR. OF FIELD AND STATION LOCATION.
 PO0672'
 PO0672'THE STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED LOWE
 PO0672'1967 CRIMPED ON COPPER WELD RODS DRIVEN ABOUT 6 FT INTO SANDSTONE
 PO0672'AND SET IN 6 IN. TILE FILLED WITH GRAVEL AND SET FLUSH WITH THE
 PO0672'GROUND.
 PO0672'
 PO0672'STATION MARK IS NEAR THE NW. COR. OF A CLEARED FIELD, 29.4 FT
 PO0672'S.-SW. OF COR. OF FENCES E.-S., 5.3 FT W. OF THE N.-S. FENCE AND
 PO0672'1 FT S. OF A METAL WITNESS POST.
 PO0672'
 PO0672'REFERENCE MARK NO. 1 IS 14.565 M. (47.78 FT) NE. OF STATION, ON THE
 PO0672'E.-W. FENCE LINE AND 26 FT E. OF FENCE CORNER.
 PO0672'
 PO0672'REFERENCE MARK NO. 2 IS 9.405 M. (30.86 FT) S. OF STATION, 54.2
 PO0672'FT S. OF FENCE COR. AND 1 FT W. OF N.-S. FENCE.
 PO0672'
 PO0672'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0910 ***********************************************************************
 OM0910  DESIGNATION -  LOWELL
 OM0910  PID         -  OM0910
 OM0910  STATE/COUNTY-  WI/DODGE
 OM0910  USGS QUAD   -  ASTICO (1980)
 OM0910
 OM0910                         *CURRENT SURVEY CONTROL
 OM0910  ___________________________________________________________________
 OM0910* NAD 83(1991)-  43 16 40.78699(N)    088 52 59.60210(W)     ADJUSTED  
 OM0910* NAVD 88     -       277.     (meters)     909.     (feet)  SCALED    
 OM0910  ___________________________________________________________________
 OM0910  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 OM0910  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 OM0910
 OM0910  HORZ ORDER  -  THIRD
 OM0910
 OM0910.The horizontal coordinates were established by classical geodetic methods
 OM0910.and adjusted by the National Geodetic Survey in November 1991..
 OM0910
 OM0910.The orthometric height was scaled from a topographic map.
 OM0910
 OM0910.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0910
 OM0910.The geoid height was determined by GEOID03.
 OM0910
 OM0910;                    North         East     Units Scale Factor Converg.
 OM0910;SPC WI S     -   142,579.905   690,642.864   MT  0.99993485   +0 46 02.4
 OM0910;SPC WI S     -   467,780.90  2,265,884.13   sFT  0.99993485   +0 46 02.4
 OM0910;UTM  16      - 4,793,408.456   347,193.740   MT  0.99988724   -1 17 28.6
 OM0910
 OM0910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0910!SPC WI S     -   0.99996203  x   0.99993485  =   0.99989689
 OM0910!UTM  16      -   0.99996203  x   0.99988724  =   0.99984928
 OM0910
 OM0910:                Primary Azimuth Mark                     Grid Az
 OM0910:SPC WI S     -  LOWELL AZ MK                             005 17 09.3
 OM0910:UTM  16      -  LOWELL AZ MK                             007 20 40.3
 OM0910
 OM0910|---------------------------------------------------------------------|
 OM0910| PID    Reference Object                     Distance      Geod. Az  |
 OM0910|                                                           dddmmss.s |
 OM0910| CI9192 LOWELL AZ MK                                       0060311.7 |
 OM0910| CI9193 LOWELL RM 1                          11.129 METERS 01141     |
 OM0910| CJ7903 VICTORY PP 1                         45.110 METERS 13051     |
 OM0910| OM0909 TRINITY LUTHERAN CHURCH CUPOLA       47.452 METERS 13630     |
 OM0910| CI9194 LOWELL RM 2                          10.892 METERS 19433     |
 OM0910|---------------------------------------------------------------------|
 OM0910
 OM0910                          SUPERSEDED SURVEY CONTROL
 OM0910
 OM0910  NAD 83(1986)-  43 16 40.77940(N)    088 52 59.60798(W) AD(       ) 3
 OM0910  NAD 27      -  43 16 40.80130(N)    088 52 59.23030(W) AD(       ) 3
 OM0910
 OM0910.Superseded values are not recommended for survey control.
 OM0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0910.See file dsdata.txt to determine how the superseded data were derived.
 OM0910
 OM0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4719493408(NAD 83)
 OM0910_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0910
 OM0910  HISTORY     - Date     Condition        Report By
 OM0910  HISTORY     - 1957     MONUMENTED       CGS
 OM0910
 OM0910                          STATION DESCRIPTION
 OM0910
 OM0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 OM0910'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF REESEVILLE
 OM0910'AND IS ON THE ROAD RIGHT-OF-WAY OF COUNTY HIGHWAY I.  IT IS
 OM0910'37 FEET WEST OF THE CENTERLINE OF HIGHWAY I, 9 FEET NORTH
 OM0910'OF A WHITE WITNESS POST, 3 FEET EAST OF A FENCE AND 25 FEET
 OM0910'NORTH OF A TELEPHONE POLE.  THE MONUMENT IS FLUSH AND THE
 OM0910'DISK IS STAMPED LOWELL 1957.
 OM0910'
 OM0910'TO REACH THE STATION FROM THE STATE BANK OF REESEVILLE, WHICH
 OM0910'IS LOCATED AT THE INTERSECTION OF SOUTH MAIN STREET AND HARRISON
 OM0910'STREET IN REESEVILLE, GO SOUTH ON SOUTH MAIN STREET (COUNTY
 OM0910'HIGHWAY G) FOR 0.85 MILE TO THE JUNCTION OF COUNTY HIGHWAY
 OM0910'I.  TURN RIGHT AND GO WEST ON HIGHWAY I FOR 2.1 MILES TO THE
 OM0910'AZIMUTH MARK ON THE LEFT.  CONTINUE WEST ON HIGHWAY I FOR
 OM0910'0.35 MILE TO THE STATION ON THE RIGHT.
 OM0910'
 OM0910'REFERENCE MARK 1 IS 37 FEET WEST OF THE CENTERLINE OF COUNTY
 OM0910'HIGHWAY I, 46 FEET NORTH OF THE WHITE WITNESS POST AND 4
 OM0910'FEET EAST OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK
 OM0910'IS STAMPED LOWELL NO 1 1957.
 OM0910'
 OM0910'REFERENCE MARK 2 IS 38 FEET WEST OF THE CENTERLINE OF HIGHWAY
 OM0910'I, 1 FOOT EAST OF THE FENCE AND 27 FEET SOUTH OF THE WHITE
 OM0910'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 OM0910'LOWELL NO 2 1957.
 OM0910'
 OM0910'THE AZIMUTH MARK IS 45 FEET EAST OF THE CENTERLINE OF HIGHWAY
 OM0910'I, 6 INCHES WEST OF A FENCE AND 2 FEET SOUTH OF A WHITE
 OM0910'WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK
 OM0910'IS STAMPED LOWELL 1957.
 OM0910'
 OM0910'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1331 ***********************************************************************
 OM1331  DESIGNATION -  LOWELL N GPS
 OM1331  PID         -  OM1331
 OM1331  STATE/COUNTY-  WI/DODGE
 OM1331  USGS QUAD   -  REESEVILLE (1980)
 OM1331
 OM1331                         *CURRENT SURVEY CONTROL
 OM1331  ___________________________________________________________________
 OM1331* NAD 83(1997)-  43 20 58.29325(N)    088 47 59.68868(W)     ADJUSTED  
 OM1331* NAVD 88     -       256.     (meters)     840.     (feet)  SCALED    
 OM1331  ___________________________________________________________________
 OM1331  X           -      97,295.967 (meters)                     COMP
 OM1331  Y           -  -4,644,526.127 (meters)                     COMP
 OM1331  Z           -   4,355,971.903 (meters)                     COMP
 OM1331  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 OM1331  ELLIP HEIGHT-         221.31  (meters)          (08/01/05) GPS OBS
 OM1331  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 OM1331  OBS GRAVITY -     980,372.3   (mgal)                       GRAV_OBS
 OM1331
 OM1331  HORZ ORDER  -  FIRST
 OM1331  ELLP ORDER  -  SECOND    CLASS I
 OM1331
 OM1331.The horizontal coordinates were established by GPS observations
 OM1331.and adjusted by the WI DEPT OF TRANSP in August 2005..
 OM1331
 OM1331.The orthometric height was scaled from a topographic map.
 OM1331
 OM1331.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1331
 OM1331.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1331
 OM1331.The ellipsoidal height was determined by GPS observations
 OM1331.and is referenced to NAD 83.
 OM1331
 OM1331.The geoid height was determined by GEOID03.
 OM1331.The observed gravity was obtained from relative gravimeter ties
 OM1331.to the IGSN71 gravity network.
 OM1331
 OM1331;                    North         East     Units Scale Factor Converg.
 OM1331;SPC WI S     -   150,619.338   697,289.828   MT  0.99993295   +0 49 28.5
 OM1331;SPC WI S     -   494,156.94  2,287,691.71   sFT  0.99993295   +0 49 28.5
 OM1331;UTM  16      - 4,801,203.361   354,124.913   MT  0.99986176   -1 14 08.7
 OM1331
 OM1331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1331!SPC WI S     -   0.99996530  x   0.99993295  =   0.99989825
 OM1331!UTM  16      -   0.99996530  x   0.99986176  =   0.99982706
 OM1331
 OM1331                          SUPERSEDED SURVEY CONTROL
 OM1331
 OM1331.No superseded survey control is available for this station.
 OM1331
 OM1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5412501203(NAD 83)
 OM1331_MARKER: DD = SURVEY DISK
 OM1331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1331_SP_SET: CONCRETE POST
 OM1331_STAMPING: LOWELL N GPS 1992
 OM1331_MARK LOGO: WI-027
 OM1331_PROJECTION: PROJECTING 7 CENTIMETERS
 OM1331_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM1331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1331+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2003
 OM1331
 OM1331  HISTORY     - Date     Condition        Report By
 OM1331  HISTORY     - 1992     MONUMENTED       WI-027
 OM1331  HISTORY     - 19931122 GOOD             WIDT
 OM1331  HISTORY     - 20030718 GOOD             WIDT
 OM1331
 OM1331                          STATION DESCRIPTION
 OM1331
 OM1331'DESCRIBED BY WI DEPT OF TRANSP 1993
 OM1331'STATION IS PART OF GRAVITY DENSIFICATION PROJECT, LOCATED IN WIDOT
 OM1331'DODGE COUNTY GRID REFERENCE K6, ABOUT 1.8 KM (1.10 MI) NORTHEAST OF
 OM1331'THE VILLAGE OF LOWELL, IN THE NORTHWEST CORNER OF THE SOUTHEAST 1/4
 OM1331'OF SECTION 11, T10N, R14E, ON HIGHWAY RIGHT-OF-WAY.  CONTACT DODGE
 OM1331'COUNTY SURVEYORS OFFICE AT 414-386-3770 CONCERNING STATION
 OM1331'COORDINATES.
 OM1331'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY TRUNK HIGHWAY KW
 OM1331'AND COUNTY TRUNK HIGHWAY GI IN THE VILLAGE OF LOWELL, GO NORTHEAST ON
 OM1331'COUNTY TRUNK HIGHWAY KW FOR 1.8 KM (1.10 MI) TO THE STATION ON THE
 OM1331'LEFT,  A BRASS DISK IN TOP OF A 45 CM ROUND CONCRETE MONUMENT
 OM1331'FLUSH WITH THE GROUND.  IT IS 11.6 M (38.1 FT) NORTHWEST FROM THE
 OM1331'CENTER OF COUNTY TRUNK HIGHWAY KW, 4.3 M (14.1 FT) SOUTHEAST FROM THE
 OM1331'CENTER OF A DRIVEWAY, 4.9 M (16.1 FT) NORTHEAST FROM THE W 8188 SIGN
 OM1331'AND 0.5 M (1.6 FT) SOUTHEAST FROM A WHITE PLASTIC T-POST.
 OM1331
 OM1331                          STATION RECOVERY (2003)
 OM1331
 OM1331'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (TSS)
 OM1331'OWNERSHIP--TOWN OF LOWELL.  TO REACH THE STATION FROM THE JUNCTION OF
 OM1331'STATE HIGHWAY  16 WEST AND STATE HIGHWAY 60 WEST WITH STATE HIGHWAY 26
 OM1331'BYPASS ABOUT 9 MI NORTH OF  WATERTOWN, GO WEST ON STATE HIGHWAY 16
 OM1331'WEST AND STATE HIGHWAY 60 WEST FOR 3.4 MI TO  OLD 16 ROAD ON THE
 OM1331'RIGHT, TURN RIGHT AND GO NORTHEAST ON OLD 16 ROAD FOR 1.0 MI TO
 OM1331'COUNTY HIGHWAY KW (JUNEAU STREET) ON THE RIGHT, TURN RIGHT AND GO
 OM1331'NORTHEAST ON  COUNTY HIGHWAY KW (JUNEAU STREET) FOR 1.1 MI TO THE
 OM1331'STATION ON THE LEFT.  THE STATION IS A  BRONZE DODGE COUNTY GEODETIC
 OM1331'CONTROL MARK SURVEY DISK SET IN THE TOP OF A 45-CM  DIAMTER CONCRETE
 OM1331'POST ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 11.8 M WEST
 OM1331'OF THE CENTERLINE OF COUNTY HIGHWAY KW (JUNEAU STREET), 11.7 M NORTH
 OM1331'OF THE SOUTH EDGE  OF PRIVATE ENTRANCE --W8188--, 2.0 M EAST OF THE
 OM1331'WEST EDGE OF PRIVATE ENTRANCE --W8188--,  1.0 M SOUTHWEST, NORTHEAST
 OM1331'OF TWO ORANGE 4X4 PLASTIC WITNESS POSTS, 0.6  M SOUTHWEST OF A WHITE
 OM1331'PLASTIC WITNESS POST, AND 0.2 M SOUTHWEST OF COUNTY HIGHWAY  JK.
 OM1331'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 OM1331'THAN 15 DEGREES  ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1329 ***********************************************************************
 OM1329  DESIGNATION -  LOWELL S GPS
 OM1329  PID         -  OM1329
 OM1329  STATE/COUNTY-  WI/DODGE
 OM1329  USGS QUAD   -  REESEVILLE (1980)
 OM1329
 OM1329                         *CURRENT SURVEY CONTROL
 OM1329  ___________________________________________________________________
 OM1329* NAD 83(1997)-  43 18 31.52869(N)    088 50 35.61970(W)     ADJUSTED  
 OM1329* NAVD 88     -       247.     (meters)     810.     (feet)  SCALED    
 OM1329  ___________________________________________________________________
 OM1329  X           -      93,847.413 (meters)                     COMP
 OM1329  Y           -  -4,647,699.512 (meters)                     COMP
 OM1329  Z           -   4,352,671.182 (meters)                     COMP
 OM1329  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 OM1329  ELLIP HEIGHT-         212.71  (meters)          (08/01/05) GPS OBS
 OM1329  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 OM1329  OBS GRAVITY -     980,370.2   (mgal)                       GRAV_OBS
 OM1329
 OM1329  HORZ ORDER  -  FIRST
 OM1329  ELLP ORDER  -  SECOND    CLASS I
 OM1329
 OM1329.The horizontal coordinates were established by GPS observations
 OM1329.and adjusted by the WI DEPT OF TRANSP in August 2005..
 OM1329
 OM1329.The orthometric height was scaled from a topographic map.
 OM1329
 OM1329.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1329
 OM1329.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1329
 OM1329.The ellipsoidal height was determined by GPS observations
 OM1329.and is referenced to NAD 83.
 OM1329
 OM1329.The geoid height was determined by GEOID03.
 OM1329.The observed gravity was obtained from relative gravimeter ties
 OM1329.to the IGSN71 gravity network.
 OM1329
 OM1329;                    North         East     Units Scale Factor Converg.
 OM1329;SPC WI S     -   146,041.170   693,841.445   MT  0.99993384   +0 47 41.4
 OM1329;SPC WI S     -   479,136.74  2,276,378.14   sFT  0.99993384   +0 47 41.4
 OM1329;UTM  16      - 4,796,752.388   350,514.437   MT  0.99987488   -1 15 52.4
 OM1329
 OM1329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1329!SPC WI S     -   0.99996664  x   0.99993384  =   0.99990049
 OM1329!UTM  16      -   0.99996664  x   0.99987488  =   0.99984153
 OM1329
 OM1329                          SUPERSEDED SURVEY CONTROL
 OM1329
 OM1329.No superseded survey control is available for this station.
 OM1329
 OM1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5051496752(NAD 83)
 OM1329_MARKER: DD = SURVEY DISK
 OM1329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1329_SP_SET: CONCRETE POST
 OM1329_STAMPING: LOWELL S GPS 1992
 OM1329_MARK LOGO: WI-027
 OM1329_PROJECTION: FLUSH
 OM1329_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM1329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1329+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 OM1329
 OM1329  HISTORY     - Date     Condition        Report By
 OM1329  HISTORY     - 1992     MONUMENTED       WI-027
 OM1329  HISTORY     - 19931122 GOOD             WIDT
 OM1329  HISTORY     - 20030718 GOOD             WIDT
 OM1329  HISTORY     - 20051228 GOOD             WIDT
 OM1329
 OM1329                          STATION DESCRIPTION
 OM1329
 OM1329'DESCRIBED BY WI DEPT OF TRANSP 1993
 OM1329'STATION IS PART OF GRAVITY DENSIFICATION PROJECT, LOCATED IN WIDOT
 OM1329'DODGE COUNTY GRID REFERENCE L5, ABOUT 0.3 KM (0.20 MI) NORTH OF THE
 OM1329'VILLAGE OF REESEVILLE, IN THE SOUTHWEST CORNER OF THE NORTHEAST 1/4
 OM1329'OF SECTION 28, T10N, R14E, AT THE SOUTHWEST CORNER OF THE DODGE
 OM1329'COUNTY HIGHWAY DEPARTMENT PROPERTY AND CORNER OF A DITCH ON HIGHWAY
 OM1329'RIGHT-OF-WAY. CONTACT DODGE COUNTY SURVEYORS OFFICE AT 414-386-3770
 OM1329'CONCERNING STATION COORDINATES.
 OM1329'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY TRUNK HIGHWAY G
 OM1329'AND COUNTY TRUNK HIGHWAY J IN THE VILLAGE OF REESEVILLE, GO NORTH ON
 OM1329'COUNTY TRUNK HIGHWAY J FOR 0.3 KM (0.20 MI) TO THE STATION ON THE
 OM1329'RIGHT, A BRASS DISK IN TOP OF A 45 CM ROUND CONCRETE MONUMENT
 OM1329'FLUSH WITH THE GROUND.  IT IS 8.8 M (28.9 FT) EAST FROM THE CENTER OF
 OM1329'COUNTY TRUNK HIGHWAY J AND 0.4 M (1.3 FT) NORTHEAST FROM A WHITE
 OM1329'PLASTIC T-POST.
 OM1329
 OM1329                          STATION RECOVERY (2003)
 OM1329
 OM1329'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 OM1329'OWNERSHIP--VILLAGE OF REESEVILLE.  TO REACH THE STATION FROM THE
 OM1329'JUNCTION OF COUNTY  HIGHWAY J WITH STATE HIGHWAY 16 AND STATE HIGHWAY
 OM1329'60 ABOUT 9 MI EAST OF THE CITY OF  COLUMBUS, GO SOUTH ON COUNTY
 OM1329'HIGHWAY J FOR 1.4 MI TO THE STATION ON THE LEFT.  THE  STATION IS A
 OM1329'BRONZE DODGE COUNTY GEODETIC CONTROL MARKER DISK SET IN THE TOP OF A
 OM1329'45-CM  DIAMETER CONCRETE POST ABOUT 0.5 M BELOW THE HIGHWAY PAVEMENT.
 OM1329'THE STATION IS 8.9 M  EAST OF THE CENTERLINE OF COUNTY HIGHWAY J, 43.6
 OM1329'M NORTH OF TELEPHONE PEDSTAL --1000 04--,  27.0 M NORTHEAST OF A
 OM1329'--STOP AHEAD-- SIGN, 21.9 M SOUTHEAST OF --SPEED LIMIT 25-- SIGN, 1.0
 OM1329'M EAST, NORTHWEST, SOUTHWEST OF THREE ORANGE 4X4 PLASTIC WITNESS POSTS
 OM1329'AND 0.5  M WEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 OM1329'STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 OM1329'ABOVE THE HORIZON.
 OM1329
 OM1329                          STATION RECOVERY (2005)
 OM1329
 OM1329'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 OM1329'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1330 ***********************************************************************
 OM1330  DESIGNATION -  LOWELL W GPS
 OM1330  PID         -  OM1330
 OM1330  STATE/COUNTY-  WI/DODGE
 OM1330  USGS QUAD   -  ASTICO (1980)
 OM1330
 OM1330                         *CURRENT SURVEY CONTROL
 OM1330  ___________________________________________________________________
 OM1330* NAD 83(1997)-  43 19 46.27218(N)    088 52 57.85711(W)     ADJUSTED  
 OM1330* NAVD 88     -       262.     (meters)     860.     (feet)  SCALED    
 OM1330  ___________________________________________________________________
 OM1330  X           -      90,611.744 (meters)                     COMP
 OM1330  Y           -  -4,646,191.191 (meters)                     COMP
 OM1330  Z           -   4,354,359.160 (meters)                     COMP
 OM1330  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 OM1330  ELLIP HEIGHT-         226.90  (meters)          (08/01/05) GPS OBS
 OM1330  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 OM1330  OBS GRAVITY -     980,364.3   (mgal)                       GRAV_OBS
 OM1330
 OM1330  HORZ ORDER  -  FIRST
 OM1330  ELLP ORDER  -  SECOND    CLASS I
 OM1330
 OM1330.The horizontal coordinates were established by GPS observations
 OM1330.and adjusted by the WI DEPT OF TRANSP in August 2005..
 OM1330
 OM1330.The orthometric height was scaled from a topographic map.
 OM1330
 OM1330.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1330
 OM1330.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1330
 OM1330.The ellipsoidal height was determined by GPS observations
 OM1330.and is referenced to NAD 83.
 OM1330
 OM1330.The geoid height was determined by GEOID03.
 OM1330.The observed gravity was obtained from relative gravimeter ties
 OM1330.to the IGSN71 gravity network.
 OM1330
 OM1330;                    North         East     Units Scale Factor Converg.
 OM1330;SPC WI S     -   148,303.750   690,605.516   MT  0.99993333   +0 46 03.6
 OM1330;SPC WI S     -   486,559.89  2,265,761.60   sFT  0.99993333   +0 46 03.6
 OM1330;UTM  16      - 4,799,129.678   347,362.080   MT  0.99988660   -1 17 31.8
 OM1330
 OM1330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1330!SPC WI S     -   0.99996442  x   0.99993333  =   0.99989775
 OM1330!UTM  16      -   0.99996442  x   0.99988660  =   0.99985102
 OM1330
 OM1330                          SUPERSEDED SURVEY CONTROL
 OM1330
 OM1330.No superseded survey control is available for this station.
 OM1330
 OM1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4736299130(NAD 83)
 OM1330_MARKER: DD = SURVEY DISK
 OM1330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1330_SP_SET: CONCRETE POST
 OM1330_STAMPING: LOWELL W GPS 1992
 OM1330_MARK LOGO: WI-027
 OM1330_PROJECTION: FLUSH
 OM1330_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM1330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1330+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 OM1330
 OM1330  HISTORY     - Date     Condition        Report By
 OM1330  HISTORY     - 1992     MONUMENTED       WI-027
 OM1330  HISTORY     - 19931122 GOOD             WIDT
 OM1330  HISTORY     - 20030718 GOOD             WIDT
 OM1330  HISTORY     - 20051228 GOOD             WIDT
 OM1330
 OM1330                          STATION DESCRIPTION
 OM1330
 OM1330'DESCRIBED BY WI DEPT OF TRANSP 1993
 OM1330'STATION IS PART OF GRAVITY DENSIFICATION PROJECT, LOCATED IN WIDOT
 OM1330'DODGE COUNTY GRID REFERENCE L4, ABOUT 10 KM (6.20 MI) EAST OF
 OM1330'COLUMBUS, IN THE SOUTHWEST CORNER OF THE SOUTHEAST 1/4 OF SECTION 18,
 OM1330'T10N, R14E, ON HIGHWAY RIGHT-OF-WAY.  CONTACT DODGE COUNTY SURVEYORS
 OM1330'OFFICE AT 414-386-3770 CONCERNING STATION COORDINATES.
 OM1330'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 16/60 AND
 OM1330'COUNTY TRUNK HIGHWAY J, GO NORTH ON COUNTY TRUNK HIGHWAY J FOR ABOUT
 OM1330'70 M (229.7 FT) TO THE STATION ON THE RIGHT.
 OM1330'STATION IS A BRASS DISK IN TOP OF A 45 CM ROUND CONCRETE MONUMENT
 OM1330'FLUSH WITH THE GROUND.  IT IS 10.7 M (35.1 FT) EAST FROM THE CENTER
 OM1330'OF COUNTY TRUNK HIGHWAY J AND 0.3 M (1.0 FT) WEST FROM A WHITE
 OM1330'PLASTIC T-POST.
 OM1330
 OM1330                          STATION RECOVERY (2003)
 OM1330
 OM1330'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 OM1330'OWNERSHIP--DODGE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 OM1330'STATE HIGHWAY 16  AND STATE HIGHWAY 60 (JAMES STREET) WITH STATE
 OM1330'HIGHWAY 73 (LUDINGTON STREET) IN THE CITY  OF COLUMBUS, GO SOUTHEAST,
 OM1330'THEN EAST ON STATE HIGHWAY 16 AND STATE HIGHWAY 60 FOR 5.0  MI TO
 OM1330'COUNTY HIGHWAY BB, CONTINUE EAST ON STATE HIGHWAY 16 AND STATE HIGHWAY
 OM1330'60 FOR 1.4  MI TO COUNTY HIGHWAY J NORTH ON THE LEFT, TURN LEFT AND GO
 OM1330'NORTH ON COUNTY HIGHWAY J  FOR 0.05 MI TO THE STATION ON THE RIGHT.
 OM1330'THE STATION IS A BRONZE DODGE COUNTY GEODETIC  CONTROL MARKER DISK SET
 OM1330'IN THE TOP OF A 45-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH  THE
 OM1330'HIGHWAY PAVEMENT.  THE STATION IS 11.6 M EAST OF THE CENTERLINE OF
 OM1330'COUNTY HIGHWAY J,  91 M SOUTH OF A --NO PASSING ZONE-- SIGN, 77 M
 OM1330'NORTH OF THE CENTERLINE OF STATE HIGHWAY 16  AND STATE HIGHWAY 60, 3 M
 OM1330'WEST OF A CULTIVATED FIELD, 1.0 M EAST, NORTHWEST,  SOUTHWEST OF THREE
 OM1330'ORANGE 4X4 PLASTIC WITNESS POSTS AND 0.3 M WEST OF A WHITE PLASTIC
 OM1330'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 OM1330'EXTENDING HIGHER THAN  15  DEGREES ABOVE THE HORIZON.
 OM1330
 OM1330                          STATION RECOVERY (2005)
 OM1330
 OM1330'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 OM1330'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1112 ***********************************************************************
 OM1112  DESIGNATION -  LOWVILLE
 OM1112  PID         -  OM1112
 OM1112  STATE/COUNTY-  WI/COLUMBIA
 OM1112  USGS QUAD   -  MORRISONVILLE (1984)
 OM1112
 OM1112                         *CURRENT SURVEY CONTROL
 OM1112  ___________________________________________________________________
 OM1112* NAD 83(1991)-  43 22 06.33879(N)    089 18 18.41183(W)     ADJUSTED  
 OM1112* NAVD 88     -       329.     (meters)    1079.     (feet)  SCALED    
 OM1112  ___________________________________________________________________
 OM1112  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 OM1112  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 OM1112
 OM1112  HORZ ORDER  -  THIRD
 OM1112
 OM1112.The horizontal coordinates were established by classical geodetic methods
 OM1112.and adjusted by the National Geodetic Survey in November 1991..
 OM1112
 OM1112.The orthometric height was scaled from a topographic map.
 OM1112
 OM1112.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1112
 OM1112.The geoid height was determined by GEOID03.
 OM1112
 OM1112;                    North         East     Units Scale Factor Converg.
 OM1112;SPC WI S     -   152,253.713   656,317.486   MT  0.99993271   +0 28 38.8
 OM1112;SPC WI S     -   499,519.06  2,153,268.29   sFT  0.99993271   +0 28 38.8
 OM1112;UTM  16      - 4,804,309.894   313,237.453   MT  1.00002908   -1 35 00.1
 OM1112
 OM1112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1112!SPC WI S     -   0.99995390  x   0.99993271  =   0.99988662
 OM1112!UTM  16      -   0.99995390  x   1.00002908  =   0.99998298
 OM1112
 OM1112|---------------------------------------------------------------------|
 OM1112| PID    Reference Object                     Distance      Geod. Az  |
 OM1112|                                                           dddmmss.s |
 OM1112| CI9196 LOWVILLE RM 1                        13.072 METERS 09305     |
 OM1112| CI9197 LOWVILLE RM 2                        23.268 METERS 20347     |
 OM1112| OM1114 ARLINGTON RAD STA KSC 256 MAST      APPROX. 6.7 KM 2375420.0 |
 OM1112| CI9195 LOWVILLE AZ MK                                     2683247.8 |
 OM1112| OM1120 POYNETTE MUNICIPAL TANK             APPROX. 8.4 KM 2834958.9 |
 OM1112|---------------------------------------------------------------------|
 OM1112
 OM1112                          SUPERSEDED SURVEY CONTROL
 OM1112
 OM1112  NAD 83(1986)-  43 22 06.33132(N)    089 18 18.41740(W) AD(       ) 3
 OM1112  NAD 27      -  43 22 06.37750(N)    089 18 18.00160(W) AD(       ) 3
 OM1112
 OM1112.Superseded values are not recommended for survey control.
 OM1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1112.See file dsdata.txt to determine how the superseded data were derived.
 OM1112
 OM1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP1323704310(NAD 83)
 OM1112_MARKER: DS = TRIANGULATION STATION DISK
 OM1112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1112
 OM1112  HISTORY     - Date     Condition        Report By
 OM1112  HISTORY     - 1958     MONUMENTED       CGS
 OM1112  HISTORY     - 1976     GOOD             LOCENG
 OM1112  HISTORY     - 20020921 MARK NOT FOUND   USPSQD
 OM1112
 OM1112                          STATION DESCRIPTION
 OM1112
 OM1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1112'THE STATION IS ABOUT 5 MILES EAST OF POYNETTE, AND 6.5 MILES
 OM1112'SOUTHWEST OF RIO ON THE PROPERTY OF MR. WAYNE MOUNTFORD.
 OM1112'IT IS 38 FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD,
 OM1112'12 FEET EAST OF AN EAST GATEPOST, 3 FEET NORTH OF A WIRE FENCE,
 OM1112'AND 4 FEET NORTHWEST OF A WHITE WITNESS POST.  THE MONUMENT
 OM1112'IS 14 INCHES UNDERGROUND AND THE DISK IS STAMPED LOWVILLE
 OM1112'1958.
 OM1112'
 OM1112'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 OM1112'22 AND 60 IN THE VILLAGE OF NORTH LEEDS, GO NORTH ON HIGHWAY
 OM1112'22 FOR 3.0 MILES TO A PAVED SIDE ROAD LEFT (COUNTY ROAD CS).
 OM1112'CONTINUE NORTH ON HIGHWAY 22 FOR 0.5 MILE TO A PAVED SIDE
 OM1112'ROAD RIGHT.  TURN RIGHT AND GO EAST ON COUNTY ROAD CS FOR
 OM1112'1.2 MILES TO A PAVED SIDE ROAD RIGHT.  TURN RIGHT AND GO
 OM1112'SOUTH ON THE PAVED ROAD FOR 0.85 MILE TO THE END OF PAVEMENT.
 OM1112'CONTINUE SOUTH ON THE GRAVELED ROAD FOR 0.2 MILE TO A GRAVELED
 OM1112'ROAD RIGHT.  TURN RIGHT AND GO WEST ON THE GRAVELED ROAD FOR
 OM1112'0.2 MILE TO THE STATION ON THE RIGHT, NORTH SIDE OF THE
 OM1112'ROAD.
 OM1112'
 OM1112'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 OM1112'GRAVELED ROAD FOR 0.5 MILE TO THE MARK ON THE LEFT.
 OM1112'
 OM1112'REFERENCE MARK 1 IS 6 INCHES NORTH OF A WIRE FENCE, 39 FEET
 OM1112'EAST OF A WHITE WITNESS POST, AND 34 FEET NORTH OF THE CENTERLINE
 OM1112'OF A GRAVELED ROAD.  THE MONUMENT IS 1 INCH UNDERGROUND AND
 OM1112'THE DISK IS STAMPED LOWVILLE NO 1 1958.
 OM1112'
 OM1112'REFERENCE MARK 2 IS 67 FEET SOUTH OF A WEST GATEPOST, 33
 OM1112'FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD, AND 6 INCHES
 OM1112'NORTH OF A WIRE FENCE.  THE MONUMENT IS 1 INCH UNDERGROUND
 OM1112'AND THE DISK IS STAMPED LOWVILLE NO 2 1958.
 OM1112'
 OM1112'THE AZIMUTH MARK IS 34 FEET SOUTH OF THE CENTERLINE OF A
 OM1112'GRAVELED ROAD, 25 FEET EAST OF A T-FENCE CORNER, 6 INCHES NORTH
 OM1112'OF A WIRE FENCE, AND 2 FEET EAST OF A WHITE WITNESS POST.  THE
 OM1112'MONUMENT IS FLUSH AND THE DISK IS STAMPED LOWVILLE 1958.
 OM1112'
 OM1112'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OM1112
 OM1112                          STATION RECOVERY (1976)
 OM1112
 OM1112'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (BM)
 OM1112'WITNESS POST IN GOOD CONDITION.
 OM1112'
 OM1112'REFERENCE MARK NO. 1 IN GOOD CONDITION, ALL STAMPS READABLE,
 OM1112'ORIGINAL POSITION.
 OM1112'
 OM1112'REFERENCE MARK NO. 2 IN GOOD CONDITION, ALL STAMPS READABLE, ORIGINAL
 OM1112'POSITION.
 OM1112'
 OM1112'TRIANGULATION STATION IN GOOD CONDITION, ALL STAMPS READABLE,
 OM1112'ORIGINAL POSITION.
 OM1112'
 OM1112'AZIMUTH MARK FOUND BUT T-FENCE WAS GONE WITNESS POST WAS FOUND BUT
 OM1112'WAS ROTTED OFF AND ABOUT READY TO FALL.  (NEEDS REPLACING).
 OM1112'
 OM1112'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES EAST POYNETTE.
 OM1112
 OM1112                          STATION RECOVERY (2002)
 OM1112
 OM1112'RECOVERY NOTE BY US POWER SQUADRON 2002 (SN)
 OM1112'FIRST PAVED SIDE ROAD IS LOWLAND, SECOND PAVED ROAD IS MOUNTFORD, LAST
 OM1112'ROAD OF THE DESCRIPTION SHOULD BE STEWART ROAD, NOW PAVED. WITNESS
 OM1112'POST ROTTED, REPLACED WITH ORANGE STAKE. MARK IN FARM FIELD USED FOR
 OM1112'CROPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5572 ***********************************************************************
 DH5572  DESIGNATION -  LOWVILLE E GPS
 DH5572  PID         -  DH5572
 DH5572  STATE/COUNTY-  WI/COLUMBIA
 DH5572  USGS QUAD   -  WYOCENA (1984)
 DH5572
 DH5572                         *CURRENT SURVEY CONTROL
 DH5572  ___________________________________________________________________
 DH5572* NAD 83(1997)-  43 26 30.68955(N)    089 15 10.07706(W)     ADJUSTED  
 DH5572* NAVD 88     -                                                        
 DH5572  ___________________________________________________________________
 DH5572  X           -      60,489.709 (meters)                     COMP
 DH5572  Y           -  -4,638,122.004 (meters)                     COMP
 DH5572  Z           -   4,363,444.247 (meters)                     COMP
 DH5572  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 DH5572  ELLIP HEIGHT-         247.83  (meters)          (08/01/05) GPS OBS
 DH5572  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 DH5572
 DH5572  HORZ ORDER  -  FIRST
 DH5572  ELLP ORDER  -  SECOND    CLASS I
 DH5572
 DH5572.The horizontal coordinates were established by GPS observations
 DH5572.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5572
 DH5572
 DH5572.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5572
 DH5572.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5572
 DH5572.The ellipsoidal height was determined by GPS observations
 DH5572.and is referenced to NAD 83.
 DH5572
 DH5572.The geoid height was determined by GEOID03.
 DH5572
 DH5572;                    North         East     Units Scale Factor Converg.
 DH5572;SPC WI S     -   160,447.702   660,484.203   MT  0.99993280   +0 30 48.3
 DH5572;SPC WI S     -   526,402.17  2,166,938.59   sFT  0.99993280   +0 30 48.3
 DH5572;UTM  16      - 4,812,349.360   317,696.665   MT  1.00000882   -1 32 58.2
 DH5572
 DH5572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5572!SPC WI S     -   0.99996114  x   0.99993280  =   0.99989394
 DH5572!UTM  16      -   0.99996114  x   1.00000882  =   0.99996996
 DH5572
 DH5572                          SUPERSEDED SURVEY CONTROL
 DH5572
 DH5572.No superseded survey control is available for this station.
 DH5572
 DH5572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP1769712349(NAD 83)
 DH5572_MARKER: DD = SURVEY DISK
 DH5572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5572_STAMPING: LOWVILLE E GPS 1994
 DH5572_MARK LOGO: WIDT  
 DH5572_PROJECTION: FLUSH
 DH5572_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5572+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2003
 DH5572
 DH5572  HISTORY     - Date     Condition        Report By
 DH5572  HISTORY     - 1994     MONUMENTED       WI-021
 DH5572  HISTORY     - 20030812 GOOD             WIDT
 DH5572
 DH5572                          STATION DESCRIPTION
 DH5572
 DH5572'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5572'OWNERSHIP--COLUMBIA COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5572'STATE HIGHWAY  16 WITH COUNTY HIGHWAY B WITH COUNTY HIGHWAY C IN THE
 DH5572'VILLAGE OF RIO, GO WEST ON  COUNTY HIGHWAY B FOR 0.4 MI TO THE STATION
 DH5572'ON THE LEFT.  THE STATION IS A BRONZE  WISCONSIN DEPARTMENT OF
 DH5572'TRANSPORTATION GEODETIC CONTROL  MARKER DISK SET IN THE TOP OF A 45-CM
 DH5572'DIAMETER CONCRETE POST ABOUT 1 M BELOW THE  HIGHWAY PAVEMENT.  THE
 DH5572'STATION IS 10.3 M SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY B, 73  M
 DH5572'EAST OF A WOOD POST FOR A --SNOWMOBILE-- SIGN, 35.2 M SOUTHWEST OF
 DH5572'PRIVATE ENTRANCE  --W5064--, 2 M NORTH OF A CULTIVATED FIELD, 1 M
 DH5572'NORTH OF A WHITE PLASTIC WITNESS POST AND  1.0 M NORTHEAST, NORTHWEST,
 DH5572'SOUTH OF THREE ORANGE 4X4 PLASTIC WITNESS POSTS.   ---NOTE---THIS
 DH5572'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES
 DH5572'ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5571 ***********************************************************************
 DH5571  DESIGNATION -  LOWVILLE N GPS
 DH5571  PID         -  DH5571
 DH5571  STATE/COUNTY-  WI/COLUMBIA
 DH5571  USGS QUAD   -  WYOCENA (1984)
 DH5571
 DH5571                         *CURRENT SURVEY CONTROL
 DH5571  ___________________________________________________________________
 DH5571* NAD 83(1997)-  43 26 29.86581(N)    089 19 48.33633(W)     ADJUSTED  
 DH5571* NAVD 88     -                                                        
 DH5571  ___________________________________________________________________
 DH5571  X           -      54,232.926 (meters)                     COMP
 DH5571  Y           -  -4,638,223.154 (meters)                     COMP
 DH5571  Z           -   4,363,431.743 (meters)                     COMP
 DH5571  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 DH5571  ELLIP HEIGHT-         256.49  (meters)          (08/01/05) GPS OBS
 DH5571  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 DH5571
 DH5571  HORZ ORDER  -  FIRST
 DH5571  ELLP ORDER  -  SECOND    CLASS I
 DH5571
 DH5571.The horizontal coordinates were established by GPS observations
 DH5571.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5571
 DH5571
 DH5571.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5571
 DH5571.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5571
 DH5571.The ellipsoidal height was determined by GPS observations
 DH5571.and is referenced to NAD 83.
 DH5571
 DH5571.The geoid height was determined by GEOID03.
 DH5571
 DH5571;                    North         East     Units Scale Factor Converg.
 DH5571;SPC WI S     -   160,369.118   654,227.756   MT  0.99993279   +0 27 37.1
 DH5571;SPC WI S     -   526,144.35  2,146,412.23   sFT  0.99993279   +0 27 37.1
 DH5571;UTM  16      - 4,812,496.055   311,440.880   MT  1.00003737   -1 36 09.6
 DH5571
 DH5571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5571!SPC WI S     -   0.99995978  x   0.99993279  =   0.99989257
 DH5571!UTM  16      -   0.99995978  x   1.00003737  =   0.99999715
 DH5571
 DH5571                          SUPERSEDED SURVEY CONTROL
 DH5571
 DH5571.No superseded survey control is available for this station.
 DH5571
 DH5571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP1144112496(NAD 83)
 DH5571_MARKER: DD = SURVEY DISK
 DH5571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5571_STAMPING: LOWVILLE N GPS 1994
 DH5571_MARK LOGO: WIDT  
 DH5571_PROJECTION: FLUSH
 DH5571_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5571+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2003
 DH5571
 DH5571  HISTORY     - Date     Condition        Report By
 DH5571  HISTORY     - 1994     MONUMENTED       WI-021
 DH5571  HISTORY     - 20030812 GOOD             WIDT
 DH5571
 DH5571                          STATION DESCRIPTION
 DH5571
 DH5571'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5571'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH5571'STATION FROM THE  JUNCTION OF STATE HIGHWAY 22 WITH COUNTY HIGHWAY B
 DH5571'ABOUT 5 MI WEST OF THE VILLAGE OF  RIO, GO NORTH ON COUNTY HIGHWAY 22
 DH5571'FOR 0.05 MI TO THE STATION ON THE LEFT.  THE STATION IS  A BRONZE
 DH5571'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODEDIC CONTROL MARKER DISK
 DH5571'SET IN  THE TOP OF A 45-CM DIAMETER CONCRETE POST ABOUT 2 M ABOVE THE
 DH5571'HIGHWAY PAVEMENT.  THE  STATION IS 19.3 M EAST OF THE CENTERLINE OF
 DH5571'STATE HIGHWAY 22, 85 M NORTHWEST OF A WOOD  POST FOR A --STH 22
 DH5571'NORTH-- SIGN, 1 M WEST OF A CULTIVATED FIELD, AND 0.4 M WEST OF A
 DH5571'WHITE  PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH5571'OBSTRUCTIONS EXTENDING HIGHER  THAN 10 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5573 ***********************************************************************
 DH5573  DESIGNATION -  LOWVILLE S GPS
 DH5573  PID         -  DH5573
 DH5573  STATE/COUNTY-  WI/COLUMBIA
 DH5573  USGS QUAD   -  WYOCENA (1984)
 DH5573
 DH5573                         *CURRENT SURVEY CONTROL
 DH5573  ___________________________________________________________________
 DH5573* NAD 83(1997)-  43 23 41.75239(N)    089 17 56.14427(W)     ADJUSTED  
 DH5573* NAVD 88     -                                                        
 DH5573  ___________________________________________________________________
 DH5573  X           -      56,799.506 (meters)                     COMP
 DH5573  Y           -  -4,641,768.654 (meters)                     COMP
 DH5573  Z           -   4,359,672.424 (meters)                     COMP
 DH5573  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 DH5573  ELLIP HEIGHT-         270.05  (meters)          (08/01/05) GPS OBS
 DH5573  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 DH5573
 DH5573  HORZ ORDER  -  FIRST
 DH5573  ELLP ORDER  -  SECOND    CLASS I
 DH5573
 DH5573.The horizontal coordinates were established by GPS observations
 DH5573.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5573
 DH5573
 DH5573.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5573
 DH5573.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5573
 DH5573.The ellipsoidal height was determined by GPS observations
 DH5573.and is referenced to NAD 83.
 DH5573
 DH5573.The geoid height was determined by GEOID03.
 DH5573
 DH5573;                    North         East     Units Scale Factor Converg.
 DH5573;SPC WI S     -   155,202.181   656,794.022   MT  0.99993255   +0 28 54.1
 DH5573;SPC WI S     -   509,192.49  2,154,831.72   sFT  0.99993255   +0 28 54.1
 DH5573;UTM  16      - 4,807,239.593   313,819.784   MT  1.00002640   -1 34 47.5
 DH5573
 DH5573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5573!SPC WI S     -   0.99995765  x   0.99993255  =   0.99989021
 DH5573!UTM  16      -   0.99995765  x   1.00002640  =   0.99998405
 DH5573
 DH5573                          SUPERSEDED SURVEY CONTROL
 DH5573
 DH5573.No superseded survey control is available for this station.
 DH5573
 DH5573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP1382007240(NAD 83)
 DH5573_MARKER: DD = SURVEY DISK
 DH5573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5573_STAMPING: LOWVILLE S GPS 1994
 DH5573_MARK LOGO: WIDT  
 DH5573_PROJECTION: FLUSH
 DH5573_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5573+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2004
 DH5573
 DH5573  HISTORY     - Date     Condition        Report By
 DH5573  HISTORY     - 1994     MONUMENTED       WIDT
 DH5573  HISTORY     - 20040223 GOOD             WIDT
 DH5573
 DH5573                          STATION DESCRIPTION
 DH5573
 DH5573'DESCRIBED BY WI DEPT OF TRANSP 2004 (TSS)
 DH5573'OWNERSHIP--TOWN OF LOWVILLE.  TO REACH THE STATION FROM THE JUNCTION
 DH5573'OF STATE HIGHWAY  22 WITH COUNTY HIGHWAY CS ABOUT 3 MI EAST OF THE
 DH5573'VILLAGE OF POYNETTE, GO EAST ON COUNTY  HIGHWAY CS FOR 1.5 MI TO RAY
 DH5573'ROAD ON THE LEFT, TURN LEFT AND GO NORTH ON RAY ROAD FOR  0.8 MI TO
 DH5573'THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DH5573'OF  TRANSPORTATION GPS GEODETIC CONTROL MARKER DISK SET IN THE TOP OF
 DH5573'A 45-CM DIAMETER  CONCRETE POST ABOUT 1 M BELOW THE ROAD PAVEMENT.
 DH5573'THE STATION IS 6.2 M WEST OF THE  CENTERLINE OF RAY ROAD, 28 M NORTH
 DH5573'OF THE CENTERLINE OF A FIELD ENTRANCE, 18.5 M  WEST-NORTHWEST OF A
 DH5573'WOOD POST FOR A --T INTERSECTION-- SIGN, 1.1 M EAST OF A WHITE
 DH5573'PLASTIC WITNESS POST AND 1.0 M NORTHWEST, SOUTHWEST, EAST OF THREE
 DH5573'ORANGE 4X4 PLASTIC  WITNESS POSTS.  ---NOTE---THIS STATION HAS NO
 DH5573'VISIBLE OBSTRUCTIONS EXTENDING HIGHER  THAN 15 DEGREES ABOVE THE
 DH5573'HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE8641 ***********************************************************************
 AE8641  DESIGNATION -  LOYAL GPS
 AE8641  PID         -  AE8641
 AE8641  STATE/COUNTY-  WI/CLARK
 AE8641  USGS QUAD   -  LOYAL EAST (1979)
 AE8641
 AE8641                         *CURRENT SURVEY CONTROL
 AE8641  ___________________________________________________________________
 AE8641* NAD 83(1997)-  44 44 28.54473(N)    090 25 51.97470(W)     ADJUSTED  
 AE8641* NAVD 88     -       391.1    (meters)    1283.     (feet)  VERTCON   
 AE8641  ___________________________________________________________________
 AE8641  X           -     -34,145.417 (meters)                     COMP
 AE8641  Y           -  -4,538,002.427 (meters)                     COMP
 AE8641  Z           -   4,467,222.943 (meters)                     COMP
 AE8641  LAPLACE CORR-          -5.82  (seconds)                    DEFLEC99
 AE8641  ELLIP HEIGHT-         358.05  (meters)          (06/03/99) GPS OBS
 AE8641  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 AE8641
 AE8641  HORZ ORDER  -  B
 AE8641  ELLP ORDER  -  THIRD     CLASS I
 AE8641
 AE8641.The horizontal coordinates were established by GPS observations
 AE8641.and adjusted by the National Geodetic Survey in June 1999..
 AE8641
 AE8641.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE8641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE8641
 AE8641.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8641
 AE8641.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8641
 AE8641.The ellipsoidal height was determined by GPS observations
 AE8641.and is referenced to NAD 83.
 AE8641
 AE8641.The geoid height was determined by GEOID03.
 AE8641
 AE8641;                    North         East     Units Scale Factor Converg.
 AE8641;SPC WI C     -   100,978.110   565,858.265   MT  0.99994346   -0 18 15.0
 AE8641;SPC WI C     -   331,292.35  1,856,486.66   sFT  0.99994346   -0 18 15.0
 AE8641;UTM  15      - 4,957,418.997   703,378.164   MT  1.00010866   +1 48 32.0
 AE8641
 AE8641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8641!SPC WI C     -   0.99994386  x   0.99994346  =   0.99988733
 AE8641!UTM  15      -   0.99994386  x   1.00010866  =   1.00005252
 AE8641
 AE8641                          SUPERSEDED SURVEY CONTROL
 AE8641
 AE8641  NAD 83(1991)-  44 44 28.54397(N)    090 25 51.97357(W) AD(       ) B
 AE8641  ELLIP H (04/20/98)  358.07   (m)                       GP(       ) 3 1
 AE8641  NGVD 29 (04/20/98)  391.1    (m)         1283.     (f) GPS OBS        
 AE8641
 AE8641.Superseded values are not recommended for survey control.
 AE8641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8641.See file dsdata.txt to determine how the superseded data were derived.
 AE8641
 AE8641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK0337857419(NAD 83)
 AE8641_MARKER: DD = SURVEY DISK
 AE8641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8641_STAMPING: LOYAL GPS 1996
 AE8641_MARK LOGO: WI-019
 AE8641_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE8641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8641+STABILITY: SURFACE MOTION
 AE8641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8641+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2002
 AE8641
 AE8641  HISTORY     - Date     Condition        Report By
 AE8641  HISTORY     - 1997     MONUMENTED       AYRES
 AE8641  HISTORY     - 20020921 GOOD             USPSQD
 AE8641
 AE8641                          STATION DESCRIPTION
 AE8641
 AE8641'DESCRIBED BY AYRES ASSOCIATES 1997 (CMS)
 AE8641'THE STATION IS 24.0 KM (14.90 MI) AIR MILES NORTH 33 DEGREES EAST FROM
 AE8641'THE CLARK COUNTY COURTHOUSE, AND 5.15 KM (3.20 MI) EAST ALONG STATE
 AE8641'HIGHWAY 98 FROM THE INTERSECTION OF STATE HIGHWAY 98 AND COUNTY
 AE8641'HIGHWAY K IN THE VILLAGE OF LOYAL. TO REACH THE STATION FROM THE
 AE8641'INTERSECTION OF STATE HIGHWAY 98 AND MERIDIAN AVENUE, GO EAST ON
 AE8641'HIGHWAY 98 FOR 0.32 KM (0.20 MI) TO THE STATION ON THE RIGHT. THE
 AE8641'STATION IS A CLARK COUNTY BRASS SURVEY DISK STAMPED ---LOYAL GPS
 AE8641'1996---, SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND
 AE8641'AND 16.45 M (53.97 FT) SOUTH OF THE CENTER LINE OF HIGHWAY 98, AND 5.6
 AE8641'M (18.4 FT) WEST OF THE CENTERLINE OF A FIELD ENTRANCE ROAD TO THE
 AE8641'SOUTH.
 AE8641
 AE8641                          STATION RECOVERY (2002)
 AE8641
 AE8641'RECOVERY NOTE BY US POWER SQUADRON 2002 (DS)
 AE8641'2 WITNESS POSTS IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0541 ***********************************************************************
 PO0541  DESIGNATION -  LOYAL LAKESHIRE CHEESE CO STK
 PO0541  PID         -  PO0541
 PO0541  STATE/COUNTY-  WI/CLARK
 PO0541  USGS QUAD   -  LOYAL EAST (1979)
 PO0541
 PO0541                         *CURRENT SURVEY CONTROL
 PO0541  ___________________________________________________________________
 PO0541* NAD 83(1991)-  44 44 14.93330(N)    090 29 37.66397(W)     ADJUSTED  
 PO0541* NAVD 88     -                                                        
 PO0541  ___________________________________________________________________
 PO0541  LAPLACE CORR-          -6.01  (seconds)                    DEFLEC99
 PO0541  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 PO0541
 PO0541  HORZ ORDER  -  THIRD
 PO0541
 PO0541.The horizontal coordinates were established by classical geodetic methods
 PO0541.and adjusted by the National Geodetic Survey in November 1991..
 PO0541
 PO0541
 PO0541.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0541
 PO0541.The geoid height was determined by GEOID03.
 PO0541
 PO0541;                    North         East     Units Scale Factor Converg.
 PO0541;SPC WI C     -   100,586.252   560,890.852   MT  0.99994362   -0 20 54.3
 PO0541;SPC WI C     -   330,006.73  1,840,189.40   sFT  0.99994362   -0 20 54.3
 PO0541;UTM  15      - 4,956,844.163   698,427.820   MT  1.00008420   +1 45 52.5
 PO0541
 PO0541                          SUPERSEDED SURVEY CONTROL
 PO0541
 PO0541  NAD 83(1986)-  44 44 14.92994(N)    090 29 37.67055(W) AD(       ) 4
 PO0541  NAD 27      -  44 44 15.06100(N)    090 29 37.16500(W) AD(       ) 3
 PO0541
 PO0541.Superseded values are not recommended for survey control.
 PO0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0541.See file dsdata.txt to determine how the superseded data were derived.
 PO0541
 PO0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK9842856844(NAD 83)
 PO0541_MARKER: 63 = STACK
 PO0541
 PO0541  HISTORY     - Date     Condition        Report By
 PO0541  HISTORY     - 1934     FIRST OBSERVED   CGS
 PO0541  HISTORY     - 20020921 GOOD             USPSQD
 PO0541
 PO0541                          STATION DESCRIPTION
 PO0541
 PO0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 PO0541'THE STATION IS THE CENTER OF THE SQUARE RED BRICK STACK AT
 PO0541'THE LAKESHIRE CHEESE CO. IN LOYAL.  THE STACK IS ABOUT 75
 PO0541'FEET HIGH AND IS NOT VERY PROMINENT.
 PO0541'
 PO0541'THE CHEESE PLANT IS ONE BLOCK EAST OF THE MAIN STREET OF TOWN
 PO0541'AND ABOUT 1/4 MILE NORTH OF STATE HIGHWAY 98.
 PO0541
 PO0541                          STATION RECOVERY (2002)
 PO0541
 PO0541'RECOVERY NOTE BY US POWER SQUADRON 2002 (DS)
 PO0541'FACTORY NOT IN USE. FACTORY LOCATION IS THE NORTHEAST CORNER OF THE
 PO0541'INTRERSECTION UNION AND MILL STREET. ADDRESS OF FACTORY IS 204 MILL
 PO0541'STREET.
 PO0541' 
 PO0541' 
 PO0541' 
 PO0541' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0542 ***********************************************************************
 PO0542  DESIGNATION -  LOYAL MUNICIPAL TANK
 PO0542  PID         -  PO0542
 PO0542  STATE/COUNTY-  WI/CLARK
 PO0542  USGS QUAD   -  LOYAL EAST (1979)
 PO0542
 PO0542                         *CURRENT SURVEY CONTROL
 PO0542  ___________________________________________________________________
 PO0542* NAD 83(1991)-  44 44 02.03980(N)    090 29 47.04766(W)     ADJUSTED  
 PO0542* NAVD 88     -                                                        
 PO0542  ___________________________________________________________________
 PO0542  LAPLACE CORR-          -6.02  (seconds)                    DEFLEC99
 PO0542  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 PO0542
 PO0542  HORZ ORDER  -  THIRD
 PO0542
 PO0542.The horizontal coordinates were established by classical geodetic methods
 PO0542.and adjusted by the National Geodetic Survey in November 1991..
 PO0542
 PO0542
 PO0542.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0542
 PO0542.The geoid height was determined by GEOID03.
 PO0542
 PO0542;                    North         East     Units Scale Factor Converg.
 PO0542;SPC WI C     -   100,189.537   560,681.978   MT  0.99994377   -0 21 00.9
 PO0542;SPC WI C     -   328,705.17  1,839,504.12   sFT  0.99994377   -0 21 00.9
 PO0542;UTM  15      - 4,956,439.961   698,233.687   MT  1.00008325   +1 45 45.5
 PO0542
 PO0542                          SUPERSEDED SURVEY CONTROL
 PO0542
 PO0542  NAD 83(1986)-  44 44 02.03668(N)    090 29 47.05429(W) AD(       ) 4
 PO0542  NAD 27      -  44 44 02.16700(N)    090 29 46.54800(W) AD(       ) 3
 PO0542
 PO0542.Superseded values are not recommended for survey control.
 PO0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0542.See file dsdata.txt to determine how the superseded data were derived.
 PO0542
 PO0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK9823456440(NAD 83)
 PO0542_MARKER: 53 = ELEVATED TANK
 PO0542
 PO0542  HISTORY     - Date     Condition        Report By
 PO0542  HISTORY     - 1934     FIRST OBSERVED   CGS
 PO0542
 PO0542                          STATION DESCRIPTION
 PO0542
 PO0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 PO0542'THIS STATION IS THE CENTER OF THE LOYAL MUNICIPAL WATER TANK.
 PO0542'IT IS A SMALL SILVER STEEL TANK WITH A ROUND BOTTOM AND
 PO0542'CONICAL TOP WITH SIDE EAVES.  THERE IS A BALL AT THE CENTER
 PO0542'OF THE TOP.  THERE IS A ROUND WOOD-STAVE HOUSING AROUND THE
 PO0542'FEED PIPE.  THE TANK IS ABOUT 100 FEET HIGH AND IS THE MOST
 PO0542'PROMINENT OBJECT IN THE VICINITY.  IT WAS ERECTED IN 1908.
 PO0542'
 PO0542'THE TANK IS ABOUT 100 FEET WEST OF THE CENTER LINE OF THE
 PO0542'MAIN STREET OF TOWN WHICH IS CLARK COUNTY HIGHWAY K, AND ABOUT
 PO0542'100 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 98.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0643 ***********************************************************************
 PN0643  DESIGNATION -  LSC 41
 PN0643  PID         -  PN0643
 PN0643  STATE/COUNTY-  WI/OUTAGAMIE
 PN0643  USGS QUAD   -  WRIGHTSTOWN (1992)
 PN0643
 PN0643                         *CURRENT SURVEY CONTROL
 PN0643  ___________________________________________________________________
 PN0643* NAD 83(1986)-  44 18 42.     (N)    088 13 54.     (W)     SCALED    
 PN0643* NAVD 88     -       210.644  (meters)     691.09   (feet)  ADJUSTED  
 PN0643  ___________________________________________________________________
 PN0643  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PN0643  DYNAMIC HT  -         210.612 (meters)     690.98  (feet)  COMP
 PN0643  MODELED GRAV-     980,461.2   (mgal)                       NAVD 88
 PN0643
 PN0643  VERT ORDER  -  FIRST     CLASS 0
 PN0643
 PN0643.The horizontal coordinates were scaled from a topographic map and have
 PN0643.an estimated accuracy of +/- 6 seconds.
 PN0643
 PN0643.The orthometric height was determined by differential leveling
 PN0643.and adjusted by the National Geodetic Survey in June 1991..
 PN0643
 PN0643.The geoid height was determined by GEOID03.
 PN0643
 PN0643.The dynamic height is computed by dividing the NAVD 88
 PN0643.geopotential number by the normal gravity value computed on the
 PN0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0643.degrees latitude (g = 980.6199 gals.).
 PN0643
 PN0643.The modeled gravity was interpolated from observed gravity values.
 PN0643
 PN0643;                    North         East    Units  Estimated Accuracy
 PN0643;SPC WI C     -    54,690.      741,070.      MT  (+/- 180 meters Scaled)
 PN0643
 PN0643                          SUPERSEDED SURVEY CONTROL
 PN0643
 PN0643.No superseded survey control is available for this station.
 PN0643
 PN0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ017072(NAD 83)
 PN0643_MARKER: B = BOLT
 PN0643_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PN0643_SP_SET: CONCRETE
 PN0643_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PN0643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0643+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2004
 PN0643
 PN0643  HISTORY     - Date     Condition        Report By
 PN0643  HISTORY     - 1974     MONUMENTED       NOS
 PN0643  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 PN0643  HISTORY     - 20030625 GOOD             USPSQD
 PN0643  HISTORY     - 20040725 GOOD             USPSQD
 PN0643
 PN0643                          STATION DESCRIPTION
 PN0643
 PN0643'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0643'2.0 MI NE FROM KAUKAUNA.
 PN0643'2 MILES NORTHEAST OF THE EASTERLY CITY LIMITS OF KAUKAUNA, 0.3 MILE
 PN0643'SOUTHWEST OF THE INTERSECTION OF U.S. HIGHWAY 41, WISCONSIN HIGHWAY
 PN0643'96, COUNTY HIGHWAY JJ WEST AND THE CHICAGO AND NORTH WESTERN RAILWAY
 PN0643'TRACKS, 0.25 MILES NORTHEAST OF KELSOE ROAD, 47.6 FT. SOUTHEAST OF
 PN0643'THE NORTHBOUND LANE OF U.S. HIGHWAY 41, 47 FT. NORTHEAST OF CENTERLINE
 PN0643'OF AN ABANDONED ROAD, 21.4 FT. SOUTHWEST OF U.P. NO. 34B4 17/1, 2.3
 PN0643'FT. NORTHWEST OF THE SOUTH END OF TAPERED CULVERT WINGWALL, 8 FT.
 PN0643'BELOW THE ROAD SURFACE, A 1/4 INCH SQUARE BOLT SET INTO THE CONCRETE.
 PN0643
 PN0643                          STATION RECOVERY (1990)
 PN0643
 PN0643'RECOVERY NOTE BY US POWER SQUADRON 1990 (DAK)
 PN0643'MARK NOT FOUND.
 PN0643
 PN0643                          STATION RECOVERY (2003)
 PN0643
 PN0643'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0643'RECOVERED IN GOOD CONDITION.  TO REACH THE STATION, FROM THE JUNCTION
 PN0643'OF HIGHWAYS 96 AND 41, COUNTY ROAD PP, AND RAILROAD TRACKS, GO SOUTH
 PN0643'ON EAST FRONTAGE ROAD FOR 0.15 MILE TO THE CONCRETE CULVERT AND THE
 PN0643'STATION OF THE LEFT.  THE CULVERT IS MARKED BY A METAL POST WITH TWO
 PN0643'ORANGE CIRCULAR REFLECTORS ATTACHED ABOUT 90 FEET SOUTHWEST OF A -STOP
 PN0643'AHEAD- SIGN.
 PN0643'THE STATION IS ON THE SOUTHERN WING WALL, 23 FEET SOUTHEAST OF THE
 PN0643'EAST FACE OF THE CULVERT AND 2.3 FEET NORTHWEST OF THE SOUTHEAST END
 PN0643'OF THE WING WALL.
 PN0643'NOTE-- KELSO ROAD DEADENDS AT THE RAILROAD TRACKS AND DOES NOT
 PN0643'INTERSECT EAST FRONTAGE ROAD.
 PN0643
 PN0643                          STATION RECOVERY (2004)
 PN0643
 PN0643'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN0643'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0548 ***********************************************************************
 OM0548  DESIGNATION -  LSC 7 A 10
 OM0548  PID         -  OM0548
 OM0548  STATE/COUNTY-  WI/WINNEBAGO
 OM0548  USGS QUAD   -  VAN DYNE (1992)
 OM0548
 OM0548                         *CURRENT SURVEY CONTROL
 OM0548  ___________________________________________________________________
 OM0548* NAD 83(1986)-  43 57 06.     (N)    088 30 48.     (W)     SCALED    
 OM0548* NAVD 88     -       231.713  (meters)     760.21   (feet)  ADJUSTED  
 OM0548  ___________________________________________________________________
 OM0548  GEOID HEIGHT-         -36.12  (meters)                     GEOID03
 OM0548  DYNAMIC HT  -         231.664 (meters)     760.05  (feet)  COMP
 OM0548  MODELED GRAV-     980,402.0   (mgal)                       NAVD 88
 OM0548
 OM0548  VERT ORDER  -  FIRST     CLASS 0
 OM0548
 OM0548.The horizontal coordinates were scaled from a topographic map and have
 OM0548.an estimated accuracy of +/- 6 seconds.
 OM0548
 OM0548.The orthometric height was determined by differential leveling
 OM0548.and adjusted by the National Geodetic Survey in June 1991..
 OM0548
 OM0548.The geoid height was determined by GEOID03.
 OM0548
 OM0548.The dynamic height is computed by dividing the NAVD 88
 OM0548.geopotential number by the normal gravity value computed on the
 OM0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0548.degrees latitude (g = 980.6199 gals.).
 OM0548
 OM0548.The modeled gravity was interpolated from observed gravity values.
 OM0548
 OM0548;                    North         East    Units  Estimated Accuracy
 OM0548;SPC WI S     -   217,880.      719,330.      MT  (+/- 180 meters Scaled)
 OM0548
 OM0548                          SUPERSEDED SURVEY CONTROL
 OM0548
 OM0548.No superseded survey control is available for this station.
 OM0548
 OM0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP785676(NAD 83)
 OM0548_MARKER: I = METAL ROD
 OM0548_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OM0548_SP_SET: CULVERT
 OM0548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0548
 OM0548  HISTORY     - Date     Condition        Report By
 OM0548  HISTORY     - 1974     MONUMENTED       NOS
 OM0548
 OM0548                          STATION DESCRIPTION
 OM0548
 OM0548'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 OM0548'4.9 MI SOUTH FROM OSHKOSH.
 OM0548'1.9 MILES SOUTH ALONG WISCONSIN HIGHWAY 175 FROM THE INTERSECTION OF
 OM0548'WASHINGTON AVENUE IN OSHKOSH TO THE JUNCTION OF WISCONSIN HIGHWAY 175
 OM0548'WITH U.S. HIGHWAY 45, THENCE 3 MILES SOUTH ALONG U.S. HIGHWAY 45
 OM0548'(ALSO WISCONSIN HIGHWAY 175) TO A ROAD INTERSECTION, AT THE NORTHWEST
 OM0548'CORNER OF THE INTERSECTION 110 FT. SOUTHEAST OF DRIVEWAY LEADING TO
 OM0548'JOSEFS MOTEL, 26.6 FT. SOUTHEAST OF U.P. NO. L15, 22.4 FT. SOUTHWEST
 OM0548'OF CENTERLINE OF HIGHWAY, A 1/2 INCH BRASS ROD SET IN THE SOUTH WING
 OM0548'WALL OF A CULVERT, 0.5 FT. SOUTHEAST OF NORTHWEST AND 0.5 FT.
 OM0548'NORTHWEST OF SOUTHEAST FACE OF CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0549 ***********************************************************************
 OM0549  DESIGNATION -  LSC 7 A 11
 OM0549  PID         -  OM0549
 OM0549  STATE/COUNTY-  WI/WINNEBAGO
 OM0549  USGS QUAD   -  FAHRNEY POINT (1992)
 OM0549
 OM0549                         *CURRENT SURVEY CONTROL
 OM0549  ___________________________________________________________________
 OM0549* NAD 83(1986)-  43 56 24.     (N)    088 29 36.     (W)     SCALED    
 OM0549* NAVD 88     -       229.284  (meters)     752.24   (feet)  ADJUSTED  
 OM0549  ___________________________________________________________________
 OM0549  GEOID HEIGHT-         -36.09  (meters)                     GEOID03
 OM0549  DYNAMIC HT  -         229.236 (meters)     752.09  (feet)  COMP
 OM0549  MODELED GRAV-     980,406.0   (mgal)                       NAVD 88
 OM0549
 OM0549  VERT ORDER  -  FIRST     CLASS 0
 OM0549
 OM0549.The horizontal coordinates were scaled from a topographic map and have
 OM0549.an estimated accuracy of +/- 6 seconds.
 OM0549
 OM0549.The orthometric height was determined by differential leveling
 OM0549.and adjusted by the National Geodetic Survey in June 1991..
 OM0549
 OM0549.The geoid height was determined by GEOID03.
 OM0549
 OM0549.The dynamic height is computed by dividing the NAVD 88
 OM0549.geopotential number by the normal gravity value computed on the
 OM0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0549.degrees latitude (g = 980.6199 gals.).
 OM0549
 OM0549.The modeled gravity was interpolated from observed gravity values.
 OM0549
 OM0549;                    North         East    Units  Estimated Accuracy
 OM0549;SPC WI S     -   216,610.      720,960.      MT  (+/- 180 meters Scaled)
 OM0549
 OM0549                          SUPERSEDED SURVEY CONTROL
 OM0549
 OM0549.No superseded survey control is available for this station.
 OM0549
 OM0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP801662(NAD 83)
 OM0549_MARKER: DB = BENCH MARK DISK
 OM0549_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OM0549_SP_SET: ABUTMENT
 OM0549_STAMPING: LSC 7A11 1974
 OM0549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0549
 OM0549  HISTORY     - Date     Condition        Report By
 OM0549  HISTORY     - 1974     MONUMENTED       NOS
 OM0549
 OM0549                          STATION DESCRIPTION
 OM0549
 OM0549'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 OM0549'4.48 MI SOUTH FROM OSHKOSH.
 OM0549'4.48 MILES SOUTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF WISCONSIN
 OM0549'HIGHWAY 175 IN SOUTHEAST OSHKOSH, ON WESTERLY END OF CULVERT ON
 OM0549'SOUTHWEST SIDE OF U.S. HIGHWAY 45, 20.6 FT. EAST OF A 4 INCH POPLAR,
 OM0549'SOUTHEAST OF PROPERTY NO. 5341, 15.8 FT. SOUTHWEST OF CENTERLINE OF
 OM0549'HIGHWAY, 0.6 FT. SOUTHWEST OF SOUTHWEST FACE OF CONCRETE RAIL, 0.4
 OM0549'FT. NORTHWEST OF SOUTHEAST FACE OF ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0550 ***********************************************************************
 OM0550  DESIGNATION -  LSC 7 A 12
 OM0550  PID         -  OM0550
 OM0550  STATE/COUNTY-  WI/WINNEBAGO
 OM0550  USGS QUAD   -  FAHRNEY POINT (1992)
 OM0550
 OM0550                         *CURRENT SURVEY CONTROL
 OM0550  ___________________________________________________________________
 OM0550* NAD 83(1986)-  43 55 30.     (N)    088 28 48.     (W)     SCALED    
 OM0550* NAVD 88     -       229.398  (meters)     752.62   (feet)  ADJUSTED  
 OM0550  ___________________________________________________________________
 OM0550  GEOID HEIGHT-         -36.06  (meters)                     GEOID03
 OM0550  DYNAMIC HT  -         229.350 (meters)     752.46  (feet)  COMP
 OM0550  MODELED GRAV-     980,408.5   (mgal)                       NAVD 88
 OM0550
 OM0550  VERT ORDER  -  FIRST     CLASS 0
 OM0550
 OM0550.The horizontal coordinates were scaled from a topographic map and have
 OM0550.an estimated accuracy of +/- 6 seconds.
 OM0550
 OM0550.The orthometric height was determined by differential leveling
 OM0550.and adjusted by the National Geodetic Survey in June 1991..
 OM0550
 OM0550.The geoid height was determined by GEOID03.
 OM0550
 OM0550.The dynamic height is computed by dividing the NAVD 88
 OM0550.geopotential number by the normal gravity value computed on the
 OM0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0550.degrees latitude (g = 980.6199 gals.).
 OM0550
 OM0550.The modeled gravity was interpolated from observed gravity values.
 OM0550
 OM0550;                    North         East    Units  Estimated Accuracy
 OM0550;SPC WI S     -   214,970.      722,060.      MT  (+/- 180 meters Scaled)
 OM0550
 OM0550                          SUPERSEDED SURVEY CONTROL
 OM0550
 OM0550.No superseded survey control is available for this station.
 OM0550
 OM0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP811646(NAD 83)
 OM0550_MARKER: DB = BENCH MARK DISK
 OM0550_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OM0550_SP_SET: ABUTMENT
 OM0550_STAMPING: LSC 7A12 1974
 OM0550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0550
 OM0550  HISTORY     - Date     Condition        Report By
 OM0550  HISTORY     - 1974     MONUMENTED       NOS
 OM0550  HISTORY     - 20021108 POOR             USPSQD
 OM0550  HISTORY     - 20060114 MARK NOT FOUND   USPSQD
 OM0550
 OM0550                          STATION DESCRIPTION
 OM0550
 OM0550'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 OM0550'7.58 MI SOUTH FROM OSHKOSH.
 OM0550'7.58 MILES SOUTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF U.S.
 OM0550'HIGHWAY 175 IN SOUTHEAST OSHKOSH, 0.8 MILE SOUTH OF THE T INTERSECTION
 OM0550'OF NEKMI AVENUE WITH U.S. HIGHWAY 45, SET IN THE SOUTHEAST BRIDGE
 OM0550'ABUTMENT OVER CREEK, 21.9 FT. NORTHEAST OF CENTERLINE OF HIGHWAY,
 OM0550'20 FT. NORTHWESTERLY OF U.P. NO. 87, 1.1 FT. NORTHEAST OF SOUTHWEST
 OM0550'EDGE, 0.4 FT. SOUTHEAST OF NORTHWEST FACE AND 0.4 FT. NORTHWEST OF
 OM0550'SOUTHEAST FACE OF CONCRETE.
 OM0550
 OM0550                          STATION RECOVERY (2002)
 OM0550
 OM0550'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0550'RECOVERED IN POOR CONDITION.  A 2 INCH SQUARE WAS FOUND AT THE
 OM0550'DESCRIBED LOCATION CHISELED INTO THE CONCRETE.  THE UTILITY POLE IS
 OM0550'CURRENTLY NUMBERED 1717 21L16.
 OM0550
 OM0550                          STATION RECOVERY (2006)
 OM0550
 OM0550'RECOVERY NOTE BY US POWER SQUADRON 2006 (LC)
 OM0550'NOT FOUND.  THE BENCH MARK DISK IS NOT PRESENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0551 ***********************************************************************
 OM0551  DESIGNATION -  LSC 7 A 13
 OM0551  PID         -  OM0551
 OM0551  STATE/COUNTY-  WI/FOND DU LAC
 OM0551  USGS QUAD   -  FAHRNEY POINT (1992)
 OM0551
 OM0551                         *CURRENT SURVEY CONTROL
 OM0551  ___________________________________________________________________
 OM0551* NAD 83(1986)-  43 55 06.     (N)    088 28 24.     (W)     SCALED    
 OM0551* NAVD 88     -       229.939  (meters)     754.39   (feet)  ADJUSTED  
 OM0551  ___________________________________________________________________
 OM0551  GEOID HEIGHT-         -36.05  (meters)                     GEOID03
 OM0551  DYNAMIC HT  -         229.892 (meters)     754.24  (feet)  COMP
 OM0551  MODELED GRAV-     980,409.7   (mgal)                       NAVD 88
 OM0551
 OM0551  VERT ORDER  -  FIRST     CLASS 0
 OM0551
 OM0551.The horizontal coordinates were scaled from a topographic map and have
 OM0551.an estimated accuracy of +/- 6 seconds.
 OM0551
 OM0551.The orthometric height was determined by differential leveling
 OM0551.and adjusted by the National Geodetic Survey in June 1991..
 OM0551
 OM0551.The geoid height was determined by GEOID03.
 OM0551
 OM0551.The dynamic height is computed by dividing the NAVD 88
 OM0551.geopotential number by the normal gravity value computed on the
 OM0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0551.degrees latitude (g = 980.6199 gals.).
 OM0551
 OM0551.The modeled gravity was interpolated from observed gravity values.
 OM0551
 OM0551;                    North         East    Units  Estimated Accuracy
 OM0551;SPC WI S     -   214,240.      722,610.      MT  (+/- 180 meters Scaled)
 OM0551
 OM0551                          SUPERSEDED SURVEY CONTROL
 OM0551
 OM0551.No superseded survey control is available for this station.
 OM0551
 OM0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP817638(NAD 83)
 OM0551_MARKER: DB = BENCH MARK DISK
 OM0551_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OM0551_SP_SET: ABUTMENT
 OM0551_STAMPING: LSC 7A13 1974
 OM0551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0551
 OM0551  HISTORY     - Date     Condition        Report By
 OM0551  HISTORY     - 1974     MONUMENTED       NOS
 OM0551  HISTORY     - 20021107 MARK NOT FOUND   USPSQD
 OM0551
 OM0551                          STATION DESCRIPTION
 OM0551
 OM0551'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 OM0551'8.3 MI SOUTH FROM FOND DU LAC.
 OM0551'8.3 MILES SOUTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF U.S.
 OM0551'HIGHWAY 175 IN SOUTHEAST OAHKOSH, 1.53 MILES SOUTHEAST OF THE T
 OM0551'INTERSECTION OF NEKMI AVENUE WITH U.S. HIGHWAY 45, SET IN THE
 OM0551'SOUTHEAST ABUTMENT OF THE BRIDGE OVER VANDYNE CREEK, OPPOSITE THE
 OM0551'PROPERTY AT NO. 6429, 81.6 FT. NORTHEAST OF U.P. NO. 1717-28W15, 23.6
 OM0551'FT. EAST OF THE CENTERLINE OF HIGHWAY, 0.7 FT. NORTHEAST OF SOUTHWEST
 OM0551'FACE AND 0.6 FT. SOUTHEAST OF NORTHWEST FACE OF ABUTMENT.
 OM0551
 OM0551                          STATION RECOVERY (2002)
 OM0551
 OM0551'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0551'NOT RECOVERED.  A NEW BRIDGE WAS BUILT IN 1988. A WIDT DISK IS
 OM0551'POSITIONED ON TOP OF THE SOUTHEAST WINGWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0552 ***********************************************************************
 OM0552  DESIGNATION -  LSC 7 A 14
 OM0552  PID         -  OM0552
 OM0552  STATE/COUNTY-  WI/FOND DU LAC
 OM0552  USGS QUAD   -  FAHRNEY POINT (1992)
 OM0552
 OM0552                         *CURRENT SURVEY CONTROL
 OM0552  ___________________________________________________________________
 OM0552* NAD 83(1986)-  43 54 24.     (N)    088 28 24.     (W)     SCALED    
 OM0552* NAVD 88     -       229.117  (meters)     751.69   (feet)  ADJUSTED  
 OM0552  ___________________________________________________________________
 OM0552  GEOID HEIGHT-         -36.02  (meters)                     GEOID03
 OM0552  DYNAMIC HT  -         229.070 (meters)     751.54  (feet)  COMP
 OM0552  MODELED GRAV-     980,410.1   (mgal)                       NAVD 88
 OM0552
 OM0552  VERT ORDER  -  FIRST     CLASS 0
 OM0552
 OM0552.The horizontal coordinates were scaled from a topographic map and have
 OM0552.an estimated accuracy of +/- 6 seconds.
 OM0552
 OM0552.The orthometric height was determined by differential leveling
 OM0552.and adjusted by the National Geodetic Survey in June 1991..
 OM0552
 OM0552.The geoid height was determined by GEOID03.
 OM0552
 OM0552.The dynamic height is computed by dividing the NAVD 88
 OM0552.geopotential number by the normal gravity value computed on the
 OM0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0552.degrees latitude (g = 980.6199 gals.).
 OM0552
 OM0552.The modeled gravity was interpolated from observed gravity values.
 OM0552
 OM0552;                    North         East    Units  Estimated Accuracy
 OM0552;SPC WI S     -   212,940.      722,630.      MT  (+/- 180 meters Scaled)
 OM0552
 OM0552                          SUPERSEDED SURVEY CONTROL
 OM0552
 OM0552.No superseded survey control is available for this station.
 OM0552
 OM0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP816625(NAD 83)
 OM0552_MARKER: I = METAL ROD
 OM0552_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OM0552_SP_SET: COPPER-CLAD STEEL ROD
 OM0552_PROJECTION: RECESSED 3 CENTIMETERS
 OM0552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0552_ROD/PIPE-DEPTH: 3.05 meters
 OM0552
 OM0552  HISTORY     - Date     Condition        Report By
 OM0552  HISTORY     - 1974     MONUMENTED       NOS
 OM0552
 OM0552                          STATION DESCRIPTION
 OM0552
 OM0552'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 OM0552'8.6 MI NORTH FROM FOND DU LAC.
 OM0552'8.6 MILES NORTH ALONG U.S. HIGHWAY 45 FROM THE INTERSECTION OF
 OM0552'WISCONSIN HIGHWAY 175 (ALSO BUSINESS U.S. HIGHWAY 41 AND SCOTT ST.)
 OM0552'IN FOND DU LAC, 0.96 MILE NORTH OF THE INTERSECTION OF COUNTY LINE
 OM0552'ROAD WITH U.S. HIGHWAY 45, 0.15 MILE SOUTH OF EVERGREEN ROAD, ON
 OM0552'PROPERTY OF LEONARD PADDATZ AT NO. 7197, 157.5 FT. SOUTH OF THE
 OM0552'CENTERLINE OF DRIVEWAY, 131.7 FT. SOUTHEAST OF SOUTHEAST CORNER OF
 OM0552'DWELLING, 56.4 FT. WEST OF THE CENTERLINE OF HIGHWAY, A 1/4 INCH
 OM0552'SQUARE STUD ON A 5/8 INCH DIAMETER COPPER COATED STEEL ROD 10-1/2 FT.
 OM0552'LONG, 1 FT. BELOW GROUND SURFACE, ENCASED IN A 6 INCH DIAMETER
 OM0552'CONCRETE PIPE WITH COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0553 ***********************************************************************
 OM0553  DESIGNATION -  LSC 7 A 15
 OM0553  PID         -  OM0553
 OM0553  STATE/COUNTY-  WI/FOND DU LAC
 OM0553  USGS QUAD   -  FAHRNEY POINT (1992)
 OM0553
 OM0553                         *CURRENT SURVEY CONTROL
 OM0553  ___________________________________________________________________
 OM0553* NAD 83(1986)-  43 53 30.     (N)    088 28 12.     (W)     SCALED    
 OM0553* NAVD 88     -       228.623  (meters)     750.07   (feet)  ADJUSTED  
 OM0553  ___________________________________________________________________
 OM0553  GEOID HEIGHT-         -35.99  (meters)                     GEOID03
 OM0553  DYNAMIC HT  -         228.576 (meters)     749.92  (feet)  COMP
 OM0553  MODELED GRAV-     980,411.1   (mgal)                       NAVD 88
 OM0553
 OM0553  VERT ORDER  -  FIRST     CLASS 0
 OM0553
 OM0553.The horizontal coordinates were scaled from a topographic map and have
 OM0553.an estimated accuracy of +/- 6 seconds.
 OM0553
 OM0553.The orthometric height was determined by differential leveling
 OM0553.and adjusted by the National Geodetic Survey in June 1991..
 OM0553
 OM0553.The geoid height was determined by GEOID03.
 OM0553
 OM0553.The dynamic height is computed by dividing the NAVD 88
 OM0553.geopotential number by the normal gravity value computed on the
 OM0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0553.degrees latitude (g = 980.6199 gals.).
 OM0553
 OM0553.The modeled gravity was interpolated from observed gravity values.
 OM0553
 OM0553;                    North         East    Units  Estimated Accuracy
 OM0553;SPC WI S     -   211,280.      722,930.      MT  (+/- 180 meters Scaled)
 OM0553
 OM0553                          SUPERSEDED SURVEY CONTROL
 OM0553
 OM0553.No superseded survey control is available for this station.
 OM0553
 OM0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP819608(NAD 83)
 OM0553_MARKER: I = METAL ROD
 OM0553_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 OM0553_SP_SET: HEADWALL
 OM0553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0553
 OM0553  HISTORY     - Date     Condition        Report By
 OM0553  HISTORY     - 1974     MONUMENTED       NOS
 OM0553  HISTORY     - 20021107 MARK NOT FOUND   USPSQD
 OM0553
 OM0553                          STATION DESCRIPTION
 OM0553
 OM0553'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 OM0553'7.55 MI NORTH FROM FOND DU LAC.
 OM0553'7.55 MILES NORTH ALONG U.S. HIGHWAY 45 FROM THE INTERSECTION OF
 OM0553'WISCONSIN HIGHWAY 175 (ALSO BUSINESS U.S. HIGHWAY 41 AND SCOTT ST.)
 OM0553'IN FOND DU LAC, 0.1 MILE SOUTH OF THE INTERSECTION OF COUNTY LINE
 OM0553'ROAD, 57.0 FT. NORTH OF A FENCE CORNER POST, 30.5 FT. WEST OF THE
 OM0553'CENTERLINE OF HIGHWAY, 1.1 FT. NORTH OF SOUTH FACE AND 0.5 FT. EAST
 OM0553'OF WEST FACE OF CONCRETE ABUTMENT ENCASING GALVANIZED CULVERT, 3 FT.
 OM0553'BELOW THE ROAD SURFACE, A 1/2 INCH DIAMETER BRASS ROD SET IN THE
 OM0553'CONCRETE HEADWALL.
 OM0553
 OM0553                          STATION RECOVERY (2002)
 OM0553
 OM0553'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0553'NOT RECOVERED. THE CONCRETE CULVERT WAS REPLACED BY A GALVANIZED
 OM0553'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0554 ***********************************************************************
 OM0554  DESIGNATION -  LSC 7 A 16
 OM0554  PID         -  OM0554
 OM0554  STATE/COUNTY-  WI/FOND DU LAC
 OM0554  USGS QUAD   -  FAHRNEY POINT (1992)
 OM0554
 OM0554                         *CURRENT SURVEY CONTROL
 OM0554  ___________________________________________________________________
 OM0554* NAD 83(1986)-  43 52 30.     (N)    088 27 48.     (W)     SCALED    
 OM0554* NAVD 88     -       228.940  (meters)     751.11   (feet)  ADJUSTED  
 OM0554  ___________________________________________________________________
 OM0554  GEOID HEIGHT-         -35.96  (meters)                     GEOID03
 OM0554  DYNAMIC HT  -         228.894 (meters)     750.96  (feet)  COMP
 OM0554  MODELED GRAV-     980,410.4   (mgal)                       NAVD 88
 OM0554
 OM0554  VERT ORDER  -  FIRST     CLASS 0
 OM0554
 OM0554.The horizontal coordinates were scaled from a topographic map and have
 OM0554.an estimated accuracy of +/- 6 seconds.
 OM0554
 OM0554.The orthometric height was determined by differential leveling
 OM0554.and adjusted by the National Geodetic Survey in June 1991..
 OM0554
 OM0554.The geoid height was determined by GEOID03.
 OM0554
 OM0554.The dynamic height is computed by dividing the NAVD 88
 OM0554.geopotential number by the normal gravity value computed on the
 OM0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0554.degrees latitude (g = 980.6199 gals.).
 OM0554
 OM0554.The modeled gravity was interpolated from observed gravity values.
 OM0554
 OM0554;                    North         East    Units  Estimated Accuracy
 OM0554;SPC WI S     -   209,440.      723,500.      MT  (+/- 180 meters Scaled)
 OM0554
 OM0554                          SUPERSEDED SURVEY CONTROL
 OM0554
 OM0554.No superseded survey control is available for this station.
 OM0554
 OM0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP824590(NAD 83)
 OM0554_MARKER: I = METAL ROD
 OM0554_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OM0554_SP_SET: CULVERT
 OM0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0554+STABILITY: SURFACE MOTION
 OM0554_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0554+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2005
 OM0554
 OM0554  HISTORY     - Date     Condition        Report By
 OM0554  HISTORY     - 1974     MONUMENTED       NOS
 OM0554  HISTORY     - 20021107 GOOD             USPSQD
 OM0554  HISTORY     - 20050514 GOOD             USPSQD
 OM0554
 OM0554                          STATION DESCRIPTION
 OM0554
 OM0554'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 OM0554'6.27 MI NORTH FROM FOND DU LAC.
 OM0554'6.27 MILES NORTH ALONG U.S. HIGHWAY 45 FROM THE INTERSECTION OF
 OM0554'WISCONSIN HIGHWAY 175 (ALSO BUSINESS U.S. HIGHWAY 41 AND SCOTT ST.)
 OM0554'IN FOND DU LAC, 0.28 MILE SOUTH OF LINCOLN ROAD, 52 FT. NORTH OF A
 OM0554'12 INCH WILLOW, 22.5 FT. EAST OF THE CENTERLINE OF U.S. HIGHWAY 45,
 OM0554'1.5 FT. EAST OF STEEL POST IN RAILING, 0.7 FT. NORTH OF SOUTH FACE
 OM0554'OF CONCRETE, A 1/2 INCH DIAMETER BRASS ROD SET INTO THE NORTH END OF
 OM0554'THE EAST CONCRETE HEADWALL OF A CULVERT.
 OM0554
 OM0554                          STATION RECOVERY (2002)
 OM0554
 OM0554'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0554'RECOVERED IN GOOD CONDITION.
 OM0554
 OM0554                          STATION RECOVERY (2005)
 OM0554
 OM0554'RECOVERY NOTE BY US POWER SQUADRON 2005 (CLB)
 OM0554'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0555 ***********************************************************************
 OM0555  DESIGNATION -  LSC 7 A 17
 OM0555  PID         -  OM0555
 OM0555  STATE/COUNTY-  WI/FOND DU LAC
 OM0555  USGS QUAD   -  FOND DU LAC (1992)
 OM0555
 OM0555                         *CURRENT SURVEY CONTROL
 OM0555  ___________________________________________________________________
 OM0555* NAD 83(1986)-  43 51 18.     (N)    088 27 48.     (W)     SCALED    
 OM0555* NAVD 88     -       229.652  (meters)     753.45   (feet)  ADJUSTED  
 OM0555  ___________________________________________________________________
 OM0555  GEOID HEIGHT-         -35.92  (meters)                     GEOID03
 OM0555  DYNAMIC HT  -         229.605 (meters)     753.30  (feet)  COMP
 OM0555  MODELED GRAV-     980,409.4   (mgal)                       NAVD 88
 OM0555
 OM0555  VERT ORDER  -  FIRST     CLASS 0
 OM0555
 OM0555.The horizontal coordinates were scaled from a topographic map and have
 OM0555.an estimated accuracy of +/- 6 seconds.
 OM0555
 OM0555.The orthometric height was determined by differential leveling
 OM0555.and adjusted by the National Geodetic Survey in June 1991..
 OM0555
 OM0555.The geoid height was determined by GEOID03.
 OM0555
 OM0555.The dynamic height is computed by dividing the NAVD 88
 OM0555.geopotential number by the normal gravity value computed on the
 OM0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0555.degrees latitude (g = 980.6199 gals.).
 OM0555
 OM0555.The modeled gravity was interpolated from observed gravity values.
 OM0555
 OM0555;                    North         East    Units  Estimated Accuracy
 OM0555;SPC WI S     -   207,220.      723,540.      MT  (+/- 180 meters Scaled)
 OM0555
 OM0555                          SUPERSEDED SURVEY CONTROL
 OM0555
 OM0555.No superseded survey control is available for this station.
 OM0555
 OM0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP823568(NAD 83)
 OM0555_MARKER: I = METAL ROD
 OM0555_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OM0555_SP_SET: BRIDGE
 OM0555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0555
 OM0555  HISTORY     - Date     Condition        Report By
 OM0555  HISTORY     - 1974     MONUMENTED       NOS
 OM0555  HISTORY     - 20021107 MARK NOT FOUND   USPSQD
 OM0555
 OM0555                          STATION DESCRIPTION
 OM0555
 OM0555'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 OM0555'4.81 MI NORTH FROM FOND DU LAC.
 OM0555'IS IN FOND DU LAC COUNTY, WISCONSIN, 4.81 MILES NORTH ALONG U.S.
 OM0555'HIGHWAY 45 (NORTH SHORE DRIVE) FROM THE INTERSECTION OF WISCONSIN
 OM0555'HIGHWAY 175 (ALSO BUSINESS U.S. HIGHWAY 41 AND SCOTT ST.) IN FOND DU
 OM0555'LAC, 0.69 MILE SOUTH OF CEMETERY ROAD, ON SOUTHWEST ABUTMENT OF
 OM0555'CONCRETE CULVERT, 114.5 FT. NORTHWEST OF U.P. NO. 78, 33.0 FT. SOUTH
 OM0555'OF THE NORTH END OF THE CULVERT, 22.7 FT. WEST OF THE CENTERLINE OF
 OM0555'U.S. HIGHWAY 45, 0.7 FT. NORTH OF END OF SOUTHWEST ABUTMENT, 1/2
 OM0555'INCH DIAMETER BRASS ROD SET INTO THE CONCRETE.
 OM0555
 OM0555                          STATION RECOVERY (2002)
 OM0555
 OM0555'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0555'NOT RECOVERED.  A NEW BRIDGE WAS BUILT IN 1988 TO REPLACE THE CONCRETE
 OM0555'CULVERT. A WIDT DISK IS POSITIONED ON TOP OF THE NORTHWEST WINGWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0556 ***********************************************************************
 OM0556  DESIGNATION -  LSC 7 A 18
 OM0556  PID         -  OM0556
 OM0556  STATE/COUNTY-  WI/FOND DU LAC
 OM0556  USGS QUAD   -  FOND DU LAC (1992)
 OM0556
 OM0556                         *CURRENT SURVEY CONTROL
 OM0556  ___________________________________________________________________
 OM0556* NAD 83(1986)-  43 49 48.     (N)    088 28 00.     (W)     SCALED    
 OM0556* NAVD 88     -       229.687  (meters)     753.56   (feet)  ADJUSTED  
 OM0556  ___________________________________________________________________
 OM0556  GEOID HEIGHT-         -35.86  (meters)                     GEOID03
 OM0556  DYNAMIC HT  -         229.640 (meters)     753.41  (feet)  COMP
 OM0556  MODELED GRAV-     980,408.2   (mgal)                       NAVD 88
 OM0556
 OM0556  VERT ORDER  -  FIRST     CLASS 0
 OM0556
 OM0556.The horizontal coordinates were scaled from a topographic map and have
 OM0556.an estimated accuracy of +/- 6 seconds.
 OM0556
 OM0556.The orthometric height was determined by differential leveling
 OM0556.and adjusted by the National Geodetic Survey in June 1991..
 OM0556
 OM0556.The geoid height was determined by GEOID03.
 OM0556
 OM0556.The dynamic height is computed by dividing the NAVD 88
 OM0556.geopotential number by the normal gravity value computed on the
 OM0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0556.degrees latitude (g = 980.6199 gals.).
 OM0556
 OM0556.The modeled gravity was interpolated from observed gravity values.
 OM0556
 OM0556;                    North         East    Units  Estimated Accuracy
 OM0556;SPC WI S     -   204,430.      723,320.      MT  (+/- 180 meters Scaled)
 OM0556
 OM0556                          SUPERSEDED SURVEY CONTROL
 OM0556
 OM0556.No superseded survey control is available for this station.
 OM0556
 OM0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP820540(NAD 83)
 OM0556_MARKER: DB = BENCH MARK DISK
 OM0556_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OM0556_SP_SET: BRIDGE
 OM0556_STAMPING: LSC 7A18 1974
 OM0556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0556
 OM0556  HISTORY     - Date     Condition        Report By
 OM0556  HISTORY     - 1974     MONUMENTED       NOS
 OM0556  HISTORY     - 20021107 MARK NOT FOUND   USPSQD
 OM0556
 OM0556                          STATION DESCRIPTION
 OM0556
 OM0556'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 OM0556'3.02 MI NORTH FROM FOND DU LAC.
 OM0556'3.02 MILES NORTH ALONG U.S. HIGHWAY 45 (NORTH SHORE DRIVE) FROM THE
 OM0556'INTERSECTION OF WISCONSIN HIGHWAY 175 (ALSO BUSINESS U.S. HIGHWAY 41
 OM0556'AND SCOTT STREET) IN FOND DU LAC, 0.41 MILE SOUTH OF SUBWAY ROAD, SET
 OM0556'IN THE NORTH END OF A BRIDGE CROSSING ANDERSON CREEK, ON EAST SIDE OF
 OM0556'U.S. HIGHWAY 45, 61.3 FT. SOUTHWEST OF U.P. NO. 16, 17, 2B2, 22.5 FT.
 OM0556'EAST OF THE CENTERLINE OF U.S. HIGHWAY 45, 1 FT. ABOVE THE ROAD
 OM0556'SURFACE, 0.8 FT. SOUTH OF THE NORTHEAST CORNER OF A 3 FT. HIGH
 OM0556'CONCRETE RAIL, 0.6 FT. NORTH OF THE SOUTH FACE OF THE WALL.
 OM0556
 OM0556                          STATION RECOVERY (2002)
 OM0556
 OM0556'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0556'NOT RECOVERED.  A NEW BRIDGE WAS BUILT IN 1988. A WIDT DISK NUMBERED
 OM0556'16-17-28.2 IS POSITIONED ON TOP OF AND 1 FOOT SOUTH OF THE WEST
 OM0556'CONCRETE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0557 ***********************************************************************
 OM0557  DESIGNATION -  LSC 7 A 19
 OM0557  PID         -  OM0557
 OM0557  STATE/COUNTY-  WI/FOND DU LAC
 OM0557  USGS QUAD   -  FOND DU LAC (1992)
 OM0557
 OM0557                         *CURRENT SURVEY CONTROL
 OM0557  ___________________________________________________________________
 OM0557* NAD 83(1986)-  43 49 06.     (N)    088 28 18.     (W)     SCALED    
 OM0557* NAVD 88     -       229.464  (meters)     752.83   (feet)  ADJUSTED  
 OM0557  ___________________________________________________________________
 OM0557  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 OM0557  DYNAMIC HT  -         229.416 (meters)     752.68  (feet)  COMP
 OM0557  MODELED GRAV-     980,407.4   (mgal)                       NAVD 88
 OM0557
 OM0557  VERT ORDER  -  FIRST     CLASS 0
 OM0557
 OM0557.The horizontal coordinates were scaled from a topographic map and have
 OM0557.an estimated accuracy of +/- 6 seconds.
 OM0557
 OM0557.The orthometric height was determined by differential leveling
 OM0557.and adjusted by the National Geodetic Survey in June 1991..
 OM0557
 OM0557.The geoid height was determined by GEOID03.
 OM0557
 OM0557.The dynamic height is computed by dividing the NAVD 88
 OM0557.geopotential number by the normal gravity value computed on the
 OM0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0557.degrees latitude (g = 980.6199 gals.).
 OM0557
 OM0557.The modeled gravity was interpolated from observed gravity values.
 OM0557
 OM0557;                    North         East    Units  Estimated Accuracy
 OM0557;SPC WI S     -   203,130.      722,940.      MT  (+/- 180 meters Scaled)
 OM0557
 OM0557                          SUPERSEDED SURVEY CONTROL
 OM0557
 OM0557.No superseded survey control is available for this station.
 OM0557
 OM0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP816527(NAD 83)
 OM0557_MARKER: I = METAL ROD
 OM0557_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OM0557_SP_SET: BRIDGE
 OM0557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0557
 OM0557  HISTORY     - Date     Condition        Report By
 OM0557  HISTORY     - 1974     MONUMENTED       NOS
 OM0557  HISTORY     - 20021107 MARK NOT FOUND   USPSQD
 OM0557
 OM0557                          STATION DESCRIPTION
 OM0557
 OM0557'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 OM0557'1.88 MI NORTH FROM FOND DU LAC.
 OM0557'1.88 MILES NORTH ALONG U.S. HIGHWAY 45 FROM THE INTERSECTION OF
 OM0557'WISCONSIN HIGHWAY 175 (ALSO BUSINESS U.S. HIGHWAY 41 AND SCOTT ST.)
 OM0557'IN FOND DU LAC, 1.55 MILES SOUTH OF SUBWAY ROAD, ON TOP OF SOUTHWEST
 OM0557'ABUTMENT OF THE BRIDGE OVER MOSHER CREEK ON WEST SIDE OF U.S. HIGHWAY
 OM0557'45, 23.0 FT. WEST OF CENTERLINE OF HIGHWAY, 2.9 FT. WEST OF CURB ON
 OM0557'BRIDGE, 0.5 FT. SOUTH OF NORTH FACE OF SUPPORT WALL, A 1/2 INCH
 OM0557'DIAMETER BRASS ROD SET INTO THE CONCRETE.
 OM0557
 OM0557                          STATION RECOVERY (2002)
 OM0557
 OM0557'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0557'NOT RECOVERED.  A NEW BRIDGE WAS BUILT IN 1988. A WIDT DISK IS
 OM0557'POSITIONED ON TOP OF THE NORTHWEST WINGWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0558 ***********************************************************************
 OM0558  DESIGNATION -  LSC 7 A 20
 OM0558  PID         -  OM0558
 OM0558  STATE/COUNTY-  WI/FOND DU LAC
 OM0558  USGS QUAD   -  FOND DU LAC (1992)
 OM0558
 OM0558                         *CURRENT SURVEY CONTROL
 OM0558  ___________________________________________________________________
 OM0558* NAD 83(1986)-  43 47 54.     (N)    088 28 00.     (W)     SCALED    
 OM0558* NAVD 88     -       229.081  (meters)     751.58   (feet)  ADJUSTED  
 OM0558  ___________________________________________________________________
 OM0558  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 OM0558  DYNAMIC HT  -         229.033 (meters)     751.42  (feet)  COMP
 OM0558  MODELED GRAV-     980,406.9   (mgal)                       NAVD 88
 OM0558
 OM0558  VERT ORDER  -  FIRST     CLASS 0
 OM0558
 OM0558.The horizontal coordinates were scaled from a topographic map and have
 OM0558.an estimated accuracy of +/- 6 seconds.
 OM0558
 OM0558.The orthometric height was determined by differential leveling
 OM0558.and adjusted by the National Geodetic Survey in June 1991..
 OM0558
 OM0558.The geoid height was determined by GEOID03.
 OM0558
 OM0558.The dynamic height is computed by dividing the NAVD 88
 OM0558.geopotential number by the normal gravity value computed on the
 OM0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0558.degrees latitude (g = 980.6199 gals.).
 OM0558
 OM0558.The modeled gravity was interpolated from observed gravity values.
 OM0558
 OM0558;                    North         East    Units  Estimated Accuracy
 OM0558;SPC WI S     -   200,920.      723,390.      MT  (+/- 180 meters Scaled)
 OM0558
 OM0558                          SUPERSEDED SURVEY CONTROL
 OM0558
 OM0558.No superseded survey control is available for this station.
 OM0558
 OM0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP820505(NAD 83)
 OM0558_MARKER: I = METAL ROD
 OM0558_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OM0558_SP_SET: BRIDGE SUPPORT
 OM0558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0558
 OM0558  HISTORY     - Date     Condition        Report By
 OM0558  HISTORY     - 1974     MONUMENTED       NOS
 OM0558  HISTORY     - 20021107 MARK NOT FOUND   USPSQD
 OM0558
 OM0558                          STATION DESCRIPTION
 OM0558
 OM0558'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 OM0558'IN FOND DU LAC.
 OM0558'IN FOND DU LAC, 0.75 MILE NORTHWEST ALONG U.S. HIGHWAY 45 FROM THE
 OM0558'JUNCTION OF WISCONSIN HIGHWAY 175 (SCOTT STREET) (ALSO BUSINESS U.S.
 OM0558'HIGHWAY 41), AT SUPPLE MARSH, ON SOUTHWEST ABUTMENT OF BRIDGE, 23.0
 OM0558'FT. SOUTHWEST OF CENTERLINE OF HIGHWAY, 2.7 FT. SOUTHWEST OF THE
 OM0558'NORTHEAST EDGE OF CURB ON BRIDGE, 0.5 FT. SOUTHEAST OF NORTHWEST FACE
 OM0558'OF SUPPORT WALL, A 1/2 INCH DIAMETER BRASS ROD SET INTO THE CONCRETE.
 OM0558
 OM0558                          STATION RECOVERY (2002)
 OM0558
 OM0558'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0558'NOT RECOVERED.  A NEW BRIDGE WAS BUILT IN 1988. A WIDT DISK IS
 OM0558'POSITIONED ON TOP OF THE NORTHWEST WINGWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0559 ***********************************************************************
 OM0559  DESIGNATION -  LSC 7 A 21
 OM0559  PID         -  OM0559
 OM0559  STATE/COUNTY-  WI/FOND DU LAC
 OM0559  USGS QUAD   -  FOND DU LAC (1992)
 OM0559
 OM0559                         *CURRENT SURVEY CONTROL
 OM0559  ___________________________________________________________________
 OM0559* NAD 83(1986)-  43 47 29.     (N)    088 27 18.     (W)     SCALED    
 OM0559* NAVD 88     -       230.247  (meters)     755.40   (feet)  ADJUSTED  
 OM0559  ___________________________________________________________________
 OM0559  GEOID HEIGHT-         -35.76  (meters)                     GEOID03
 OM0559  DYNAMIC HT  -         230.199 (meters)     755.24  (feet)  COMP
 OM0559  MODELED GRAV-     980,407.8   (mgal)                       NAVD 88
 OM0559
 OM0559  VERT ORDER  -  SECOND    CLASS I
 OM0559
 OM0559.The horizontal coordinates were scaled from a topographic map and have
 OM0559.an estimated accuracy of +/- 6 seconds.
 OM0559
 OM0559.The orthometric height was determined by differential leveling
 OM0559.and adjusted by the National Geodetic Survey in October 2000..
 OM0559
 OM0559.The geoid height was determined by GEOID03.
 OM0559
 OM0559.The dynamic height is computed by dividing the NAVD 88
 OM0559.geopotential number by the normal gravity value computed on the
 OM0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0559.degrees latitude (g = 980.6199 gals.).
 OM0559
 OM0559.The modeled gravity was interpolated from observed gravity values.
 OM0559
 OM0559;                    North         East    Units  Estimated Accuracy
 OM0559;SPC WI S     -   200,160.      724,340.      MT  (+/- 180 meters Scaled)
 OM0559
 OM0559                          SUPERSEDED SURVEY CONTROL
 OM0559
 OM0559  NAVD 88 (06/15/91)  230.281  (m)          755.51   (f) UNKNOWN     1 0
 OM0559
 OM0559.Superseded values are not recommended for survey control.
 OM0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0559.See file dsdata.txt to determine how the superseded data were derived.
 OM0559
 OM0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP829497(NAD 83)
 OM0559_MARKER: DB = BENCH MARK DISK
 OM0559_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OM0559_SP_SET: SET IN BRIDGE
 OM0559_STAMPING: 1974 LSC 7A 21
 OM0559_MARK LOGO: NOS   
 OM0559_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0559+STABILITY: SURFACE MOTION
 OM0559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0559+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2002
 OM0559
 OM0559  HISTORY     - Date     Condition        Report By
 OM0559  HISTORY     - 1974     MONUMENTED       NOS
 OM0559  HISTORY     - 19980831 GOOD             WIDT
 OM0559  HISTORY     - 20021107 GOOD             USPSQD
 OM0559  HISTORY     - 20050405 POOR             WIDT
 OM0559
 OM0559                          STATION DESCRIPTION
 OM0559
 OM0559'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 OM0559'IN FOND DU LAC.
 OM0559'IN FOND DU LAC, 0.1 MILE EAST OF THE JUNCTION OF U.S. HIGHWAY 45 WITH
 OM0559'WISCONSIN HIGHWAY 175 (SCOTT STREET) (ALSO BUSINESS U.S. HIGHWAY 41,
 OM0559'ON SCOTT STREET, AT THE SOUTHWEST ABUTMENT OF STATE OF WISCONSIN
 OM0559'HIGHWAY BRIDGE OVER THE FOND DU LAC RIVER, 33.0 FT. SOUTH OF THE
 OM0559'CENTERLINE OF SCOTT STREET, 7.8 FT. SOUTH OF THE NORTH EDGE OF
 OM0559'SIDEWALK, 0.2 FT. EAST OF THE WEST FACE OF ABUTMENT, FLUSH WITH THE
 OM0559'SIDEWALK.
 OM0559
 OM0559                          STATION RECOVERY (1998)
 OM0559
 OM0559'RECOVERY NOTE BY WI DEPT OF TRANSP 1998 (GRS)
 OM0559'THE STATION IS LOCATED IN FOND DU LAC.  OWNERSHIP--WISCONSIN
 OM0559'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 OM0559'OF US HIGHWAYS 45 AND 151 AND STATE HIGHWAY 175 AT THE INTERSECTION OF
 OM0559'SCOTT STREET AND MAIN STREET IN THE CITY OF FOND DU LAC, GO WEST ON
 OM0559'HIGHWAYS 45 AND 175 (SCOTT STREET) FOR 0.76 KM (0.45 MI) TO THE
 OM0559'STATION ON THE LEFT.  THE STATION IS A BRONZE NOAA NOS LAKE SURVEY
 OM0559'CENTER BENCH MARK DISK SET NEAR THE SOUTH END OF THE WEST ABUTMENT OF
 OM0559'BRIDGE --B-20-52-71--, FLUSH WITH THE CONCRETE SIDEWALK AND
 OM0559'APPROXIMATELY 0.1 M (0.3 FT) ABOVE THE HIGHWAY.  THE STATION IS 2.4 M
 OM0559'(7.9 FT) SOUTH OF THE SOUTH CURB OF HIGHWAYS 45 AND 175 (SCOTT STREET)
 OM0559', APPROXIMATELY 80 M (262.5 FT) WEST OF THE CENTERLINE OF NORTH BROOKE
 OM0559'STREET, 24.7 M (81.0 FT) WEST OF THE CENTER OF THE SOUTH PARAPET WALL,
 OM0559'5.3 M (17.4 FT) SOUTH-SOUTHEAST OF STREET LIGHT --22--, AND 3.5 M
 OM0559'(11.5 FT) WEST OF A DEFACED BRONZE WISCONSIN DEPARTMENT OF
 OM0559'TRANSPORTATION SURVEY DISK LOCATED IN THE SOUTH SIDEWALK IN THE
 OM0559'BRIDGE.  ---NOTE---THIS STATION HAS NO VISIBLE OBSRUCTION EXTENDING
 OM0559'HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR THE REFERENCED
 OM0559'STREET LIGHT EXTENDING 50 DEGREES ABOVE THE HORIZON, AND ONE DISTANT
 OM0559'TREE TO THE WEST-SOUTHWEST EXTENDING TO 25 DEGREES ABOVE THE HORIZON.
 OM0559
 OM0559                          STATION RECOVERY (2002)
 OM0559
 OM0559'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0559'RECOVERED IN GOOD CONDITION.
 OM0559
 OM0559                          STATION RECOVERY (2005)
 OM0559
 OM0559'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 OM0559'RECOVERED AS DESCRIBED EXCEPT THE STATION IS ALSO 0.4 M NORTH OF A
 OM0559'WHITE PLASTIC WITNESS POST.  NOTE-- THE BRIDGE WINGWALL HAS SETTLED
 OM0559'WHEN COMPARED TO THE ABUTMENT PERHAPS 0.1 FT SINCE CONSTRUCTION IN
 OM0559'1971.  USE WITH CAUTION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0564 ***********************************************************************
 OM0564  DESIGNATION -  LSC 7 A 22
 OM0564  PID         -  OM0564
 OM0564  STATE/COUNTY-  WI/FOND DU LAC
 OM0564  USGS QUAD   -  FOND DU LAC (1992)
 OM0564
 OM0564                         *CURRENT SURVEY CONTROL
 OM0564  ___________________________________________________________________
 OM0564* NAD 83(1986)-  43 47 57.     (N)    088 25 17.     (W)     SCALED    
 OM0564* NAVD 88     -       229.285  (meters)     752.25   (feet)  ADJUSTED  
 OM0564  ___________________________________________________________________
 OM0564  GEOID HEIGHT-         -35.76  (meters)                     GEOID03
 OM0564  DYNAMIC HT  -         229.238 (meters)     752.09  (feet)  COMP
 OM0564  MODELED GRAV-     980,410.8   (mgal)                       NAVD 88
 OM0564
 OM0564  VERT ORDER  -  FIRST     CLASS 0
 OM0564
 OM0564.The horizontal coordinates were scaled from a topographic map and have
 OM0564.an estimated accuracy of +/- 6 seconds.
 OM0564
 OM0564.The orthometric height was determined by differential leveling
 OM0564.and adjusted by the National Geodetic Survey in June 1991..
 OM0564
 OM0564.The geoid height was determined by GEOID03.
 OM0564
 OM0564.The dynamic height is computed by dividing the NAVD 88
 OM0564.geopotential number by the normal gravity value computed on the
 OM0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0564.degrees latitude (g = 980.6199 gals.).
 OM0564
 OM0564.The modeled gravity was interpolated from observed gravity values.
 OM0564
 OM0564;                    North         East    Units  Estimated Accuracy
 OM0564;SPC WI S     -   201,080.      727,030.      MT  (+/- 180 meters Scaled)
 OM0564
 OM0564                          SUPERSEDED SURVEY CONTROL
 OM0564
 OM0564.No superseded survey control is available for this station.
 OM0564
 OM0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP856505(NAD 83)
 OM0564_MARKER: DB = BENCH MARK DISK
 OM0564_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OM0564_SP_SET: BRIDGE ABUTMENT
 OM0564_STAMPING: LSC 7A22 AC 1974
 OM0564_MARK LOGO: NOS   
 OM0564_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM0564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0564+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2005
 OM0564
 OM0564  HISTORY     - Date     Condition        Report By
 OM0564  HISTORY     - 1974     MONUMENTED       NOS
 OM0564  HISTORY     - 19980831 GOOD             WIDT
 OM0564  HISTORY     - 2001     GOOD             WIDT
 OM0564  HISTORY     - 20021107 GOOD             USPSQD
 OM0564  HISTORY     - 20050405 GOOD             WIDT
 OM0564
 OM0564                          STATION DESCRIPTION
 OM0564
 OM0564'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 OM0564'0.98 MI NE FROM FOND DU LAC.
 OM0564'0.98 MILE NORTHEAST ALONG WINNEBAGO DRIVE (U.S. HIGHWAY 151) FROM
 OM0564'INTERSECTION OF PARK AVENUE IN FOND DU LAC, AT BRIDGE OVER LUCO CREEK
 OM0564'NEAR PERRYS MARINA, 46.0 FT. SOUTHWEST OF U.P. NO. 52/11, 23.8 FT.
 OM0564'SOUTHEAST OF CENTERLINE OF U.S. HIGHWAY 151, SET 1.4 FT. SOUTHERLY OF
 OM0564'NORTHEAST FACE AND 0.2 FT. SOUTHEAST OF NORTHWEST FACE OF THE
 OM0564'ABUTMENT, 6 INCHES ABOVE THE PAVEMENT.
 OM0564
 OM0564                          STATION RECOVERY (1998)
 OM0564
 OM0564'RECOVERY NOTE BY WI DEPT OF TRANSP 1998 (GRS)
 OM0564'THE STATION IS LOCATED ABOUT 3.22 KM (2.00 MI) NORTHEAST OF FOND DU
 OM0564'LAC.  OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 OM0564'STATION FROM THE JUNCTION OF US HIGHWAYS 45 AND 151 AND STATE HIGHWAY
 OM0564'175 AT THE INTERSECTION OF MAIN STREET AND SCOTT STREET IN THE CITY OF
 OM0564'FOND DU LAC, GO EAST ON US HIGHWAY 151 (SCOTT STREET) FOR 0.49 KM
 OM0564'(0.30 MI) TO WHERE HIGHWAY 151 ANGLES LEFT, TURN LEFT AND GO NORTHEAST
 OM0564'ON US HIGHWAY 151 (WINNEBAGO DRIVE) FOR 1.7 KM (1.05 MI) TO THE LUCO
 OM0564'CREEK BRIDGE AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 OM0564'NOAA NOS LAKE SURVEY CENTER BENCH MARK DISK SET NEAR THE SOUTHEAST END
 OM0564'OF THE NORTHEAST BRIDGE ABUTMENT PROJECTING 15 CM (6 INCHES) ABOVE
 OM0564'GROUND AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 7.7
 OM0564'M (25.3 FT) SOUTHEAST OF THE CENTERLINE OF US HIGHWAY 151, 15.2 M
 OM0564'(49.9 FT) SOUTHWEST OF UTILITY POLE --15-17-2.2 52/11--, 15.1 M (49.5
 OM0564'FT) SOUTHEAST AND ACROSS THE HIGHWAY FROM THE BRIDGE NAME PLATE, 10.4
 OM0564'M (34.1 FT) NORTHEAST OF THE CENTER OF THE SPAN, AND 0.45 M (1.48 FT)
 OM0564'SOUTHWEST OF THE EAST SIDE OF THE NORTH BRIDGE ABUTMENT.
 OM0564'---NOTE---VISIBLE OBSTRUCTIONS AT THIS STATION ARE THE REFERENCED
 OM0564'UTILITY POLE EXTENDING TO 35 DEGREES ABOVE THE HORIZON, A TREE EAST OF
 OM0564'THE STATION EXTENDING TO 60 DEGREES ABOVE THE HORIZON FROM THE
 OM0564'EAST-NORTHEAST TO THE EAST-SOUTHEAST, A TREE APPROXIMATELY 50 M (164.0
 OM0564'FT) SOUTH-SOUTHEAST OF THE STATION EXTENDING TO 30 DEGREES ABOVE THE
 OM0564'HORIZON, AND MANY LARGE TELEPHONE CABLES STRUNG IN AN
 OM0564'NORTHEAST/SOUTHWEST DIRECTION APPROXIMATELY 2 M (6.6 FT)
 OM0564'(HORIZONTALLY) SOUTHEAST OF THE STATION EXTENDING FROM 50 TO 80
 OM0564'DEGREES ABOVE THE HORIZON.
 OM0564
 OM0564                          STATION RECOVERY (2001)
 OM0564
 OM0564'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OM0564'RECOVERED AS DESCRIBED
 OM0564
 OM0564                          STATION RECOVERY (2002)
 OM0564
 OM0564'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0564'RECOVERED IN GOOD CONDITION.
 OM0564
 OM0564                          STATION RECOVERY (2005)
 OM0564
 OM0564'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 OM0564'RECOVERED IN GOOD CONDITION.  ADD--  THE STATION IS 0.6 M SOUTHWEST OF
 OM0564'A WHITE PLASTIC WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0565 ***********************************************************************
 OM0565  DESIGNATION -  LSC 7 A 23
 OM0565  PID         -  OM0565
 OM0565  STATE/COUNTY-  WI/FOND DU LAC
 OM0565  USGS QUAD   -  FOND DU LAC (1992)
 OM0565
 OM0565                         *CURRENT SURVEY CONTROL
 OM0565  ___________________________________________________________________
 OM0565* NAD 83(1986)-  43 48 24.     (N)    088 24 06.     (W)     SCALED    
 OM0565* NAVD 88     -       229.217  (meters)     752.02   (feet)  ADJUSTED  
 OM0565  ___________________________________________________________________
 OM0565  GEOID HEIGHT-         -35.76  (meters)                     GEOID03
 OM0565  DYNAMIC HT  -         229.170 (meters)     751.87  (feet)  COMP
 OM0565  MODELED GRAV-     980,409.0   (mgal)                       NAVD 88
 OM0565
 OM0565  VERT ORDER  -  FIRST     CLASS 0
 OM0565
 OM0565.The horizontal coordinates were scaled from a topographic map and have
 OM0565.an estimated accuracy of +/- 6 seconds.
 OM0565
 OM0565.The orthometric height was determined by differential leveling
 OM0565.and adjusted by the National Geodetic Survey in June 1991..
 OM0565
 OM0565.The geoid height was determined by GEOID03.
 OM0565
 OM0565.The dynamic height is computed by dividing the NAVD 88
 OM0565.geopotential number by the normal gravity value computed on the
 OM0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0565.degrees latitude (g = 980.6199 gals.).
 OM0565
 OM0565.The modeled gravity was interpolated from observed gravity values.
 OM0565
 OM0565;                    North         East    Units  Estimated Accuracy
 OM0565;SPC WI S     -   201,940.      728,600.      MT  (+/- 180 meters Scaled)
 OM0565
 OM0565                          SUPERSEDED SURVEY CONTROL
 OM0565
 OM0565.No superseded survey control is available for this station.
 OM0565
 OM0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP872513(NAD 83)
 OM0565_MARKER: I = METAL ROD
 OM0565_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OM0565_SP_SET: ABUTMENT
 OM0565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0565+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2005
 OM0565
 OM0565  HISTORY     - Date     Condition        Report By
 OM0565  HISTORY     - 1974     MONUMENTED       NOS
 OM0565  HISTORY     - 20021107 GOOD             USPSQD
 OM0565  HISTORY     - 20050514 GOOD             USPSQD
 OM0565
 OM0565                          STATION DESCRIPTION
 OM0565
 OM0565'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 OM0565'2.35 MI NE FROM FOND DU LAC.
 OM0565'2.35 MILES NORTHEAST ALONG U.S. HIGHWAY 151 FROM THE INTERSECTION OF
 OM0565'MAIN STREET AND SCOTT STREET (U.S. HIGHWAY 151) IN FOND DU LAC, 0.53
 OM0565'MILE NORTHEAST OF PRAIRIE ROAD, AT CLARENCES HARBOR, ON THE SOUTHEAST
 OM0565'ABUTMENT OF BRIDGE OVER TAYCHEEDAH CREEK, 25 FT. SOUTH OF THE
 OM0565'CENTERLINE OF HIGHWAY, 1.0 FT. SOUTHWEST OF NORTHEAST FACE OF A
 OM0565'CONCRETE RAIL, 0.2 FT. SOUTHEAST OF NORTHWEST FACE OF BRIDGE
 OM0565'ABUTMENT, A 1/2 INCH DIAMETER BRASS ROD SET INTO THE CONCRETE.
 OM0565
 OM0565                          STATION RECOVERY (2002)
 OM0565
 OM0565'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0565'RECOVERED IN GOOD CONDITION.
 OM0565
 OM0565                          STATION RECOVERY (2005)
 OM0565
 OM0565'RECOVERY NOTE BY US POWER SQUADRON 2005 (CLB)
 OM0565'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0566 ***********************************************************************
 OM0566  DESIGNATION -  LSC 7 A 24
 OM0566  PID         -  OM0566
 OM0566  STATE/COUNTY-  WI/FOND DU LAC
 OM0566  USGS QUAD   -  FOND DU LAC (1992)
 OM0566
 OM0566                         *CURRENT SURVEY CONTROL
 OM0566  ___________________________________________________________________
 OM0566* NAD 83(1986)-  43 48 30.     (N)    088 23 00.     (W)     SCALED    
 OM0566* NAVD 88     -       243.715  (meters)     799.59   (feet)  ADJUSTED  
 OM0566  ___________________________________________________________________
 OM0566  GEOID HEIGHT-         -35.75  (meters)                     GEOID03
 OM0566  DYNAMIC HT  -         243.665 (meters)     799.42  (feet)  COMP
 OM0566  MODELED GRAV-     980,406.8   (mgal)                       NAVD 88
 OM0566
 OM0566  VERT ORDER  -  FIRST     CLASS 0
 OM0566
 OM0566.The horizontal coordinates were scaled from a topographic map and have
 OM0566.an estimated accuracy of +/- 6 seconds.
 OM0566
 OM0566.The orthometric height was determined by differential leveling
 OM0566.and adjusted by the National Geodetic Survey in June 1991..
 OM0566
 OM0566.The geoid height was determined by GEOID03.
 OM0566
 OM0566.The dynamic height is computed by dividing the NAVD 88
 OM0566.geopotential number by the normal gravity value computed on the
 OM0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0566.degrees latitude (g = 980.6199 gals.).
 OM0566
 OM0566.The modeled gravity was interpolated from observed gravity values.
 OM0566
 OM0566;                    North         East    Units  Estimated Accuracy
 OM0566;SPC WI S     -   202,150.      730,070.      MT  (+/- 180 meters Scaled)
 OM0566
 OM0566                          SUPERSEDED SURVEY CONTROL
 OM0566
 OM0566.No superseded survey control is available for this station.
 OM0566
 OM0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP887515(NAD 83)
 OM0566_MARKER: DB = BENCH MARK DISK
 OM0566_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OM0566_SP_SET: BUILDING
 OM0566_STAMPING: LSC 7A24 1974
 OM0566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0566
 OM0566  HISTORY     - Date     Condition        Report By
 OM0566  HISTORY     - 1974     MONUMENTED       NOS
 OM0566  HISTORY     - 20021107 MARK NOT FOUND   USPSQD
 OM0566
 OM0566                          STATION DESCRIPTION
 OM0566
 OM0566'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 OM0566'3.2 MI NE FROM FOND DU LAC.
 OM0566'2.5 MILES NORTHEAST ALONG U.S. HIGHWAY 151 (SCOTT STREET) FROM THE
 OM0566'INTERSECTION OF MAIN STREET IN FOND DU LAC TO THE INTERSECTION OF
 OM0566'COUNTY ROAD AA (PORK STREET), THENCE 0.7 MILE EAST ON COUNTY ROAD AA,
 OM0566'153 FT. NORTH OF THE CENTERLINE OF HIGHWAY, SET VERTICALLY IN CONCRETE
 OM0566'FOUNDATION OF THE WEST FACE OF THE SOUTHWEST CORNER OF FRAME DWELLING
 OM0566'ON PROPERTY OF LEDGEWOOD ACRES, 47.0 FT. WESTERLY OF EAST ENTRANCE
 OM0566'DRIVE, 14.2 FT. NORTH OF A 6 INCH DIAMETER (WELL) PIPE PROJECTING
 OM0566'6 INCHES ABOVE THE GROUND, 1.5 FT. ABOVE THE GROUND, 0.9 FT. NORTH
 OM0566'OF SOUTHWEST CORNER.
 OM0566
 OM0566                          STATION RECOVERY (2002)
 OM0566
 OM0566'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0566'NOT RECOVERED.  THE FORMER COUNTY ROAD AA IS NOW GOLF COURSE DRIVE.
 OM0566'GOLF COURSE DRIVE INTERSECTS U.S. HIGHWAY 151 AT THE SAME INTERSECTION
 OM0566'AS DOES COUNTY ROAD Y.  THE PROPERTY IS NOW OWNED BY NORRIS SUNSET
 OM0566'STABLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0567 ***********************************************************************
 OM0567  DESIGNATION -  LSC 7 A 25
 OM0567  PID         -  OM0567
 OM0567  STATE/COUNTY-  WI/FOND DU LAC
 OM0567  USGS QUAD   -  SAINT PETER (1992)
 OM0567
 OM0567                         *CURRENT SURVEY CONTROL
 OM0567  ___________________________________________________________________
 OM0567* NAD 83(1986)-  43 48 00.     (N)    088 22 24.     (W)     SCALED    
 OM0567* NAVD 88     -       301.716  (meters)     989.88   (feet)  ADJUSTED  
 OM0567  ___________________________________________________________________
 OM0567  GEOID HEIGHT-         -35.71  (meters)                     GEOID03
 OM0567  DYNAMIC HT  -         301.654 (meters)     989.68  (feet)  COMP
 OM0567  MODELED GRAV-     980,405.4   (mgal)                       NAVD 88
 OM0567
 OM0567  VERT ORDER  -  FIRST     CLASS 0
 OM0567
 OM0567.The horizontal coordinates were scaled from a topographic map and have
 OM0567.an estimated accuracy of +/- 6 seconds.
 OM0567
 OM0567.The orthometric height was determined by differential leveling
 OM0567.and adjusted by the National Geodetic Survey in June 1991..
 OM0567
 OM0567.The geoid height was determined by GEOID03.
 OM0567
 OM0567.The dynamic height is computed by dividing the NAVD 88
 OM0567.geopotential number by the normal gravity value computed on the
 OM0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0567.degrees latitude (g = 980.6199 gals.).
 OM0567
 OM0567.The modeled gravity was interpolated from observed gravity values.
 OM0567
 OM0567;                    North         East    Units  Estimated Accuracy
 OM0567;SPC WI S     -   201,240.      730,890.      MT  (+/- 180 meters Scaled)
 OM0567
 OM0567                          SUPERSEDED SURVEY CONTROL
 OM0567
 OM0567.No superseded survey control is available for this station.
 OM0567
 OM0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP895505(NAD 83)
 OM0567_MARKER: I = METAL ROD
 OM0567_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OM0567_SP_SET: CULVERT
 OM0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0567+STABILITY: SURFACE MOTION
 OM0567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0567+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2005
 OM0567
 OM0567  HISTORY     - Date     Condition        Report By
 OM0567  HISTORY     - 1974     MONUMENTED       NOS
 OM0567  HISTORY     - 20021107 GOOD             USPSQD
 OM0567  HISTORY     - 20050514 GOOD             USPSQD
 OM0567
 OM0567                          STATION DESCRIPTION
 OM0567
 OM0567'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 OM0567'4.2 MI EAST FROM LUCO.
 OM0567'2.5 MILES NORTHEAST ALONG U.S. HIGHWAY 151 (SCOTT STREET) FROM THE
 OM0567'INTERSECTION OF MAIN STREET IN FOND DU LAC TO THE INTERSECTION OF
 OM0567'COUNTY ROAD AA (PARK STREET), THENCE 1.70 MILES EAST ALONG COUNTY
 OM0567'ROAD AA TO THE JUNCTION OF COUNTY ROAD UU, 302.5 FT. WEST OF
 OM0567'CENTERLINE OF COUNTY ROAD UU, 126.0 FT. WEST OF CENTERLINE OF DRIVEWAY
 OM0567'OF FARM NO. 2036, 61.4 FT. WEST OF U.P. NO. L150, 14.4 FT. SOUTH OF
 OM0567'CENTERLINE OF COUNTY ROAD AA, 0.2 FT. WEST OF EAST FACE OF A 3.0 FT.
 OM0567'LONG CONCRETE CULVERT, A 1/2 INCH DIAMETER BRASS ROD SET INTO
 OM0567'CONCRETE.
 OM0567
 OM0567                          STATION RECOVERY (2002)
 OM0567
 OM0567'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0567'RECOVERED IN GOOD CONDITION.  THE FORMER COUNTY ROAD AA IS NOW GOLF
 OM0567'COURSE DRIVE. GOLF COURSE DRIVE INTERSECTS U.S. HIGHWAY 151 AT THE
 OM0567'SAME INTERSECTION AS DOES COUNTY ROAD Y.  THE STATION IS ON THE SOUTH
 OM0567'SIDE OF GOLF COURSE DRIVE, WEST OF THE JUNCTION OF GOLF COURSE DRIVE
 OM0567'WITH COUNTY ROAD UU AND 0.1 MILE EAST OF NEW WHITE WATER TOWER.
 OM0567
 OM0567                          STATION RECOVERY (2005)
 OM0567
 OM0567'RECOVERY NOTE BY US POWER SQUADRON 2005 (CLB)
 OM0567'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0568 ***********************************************************************
 OM0568  DESIGNATION -  LSC 7 A 26
 OM0568  PID         -  OM0568
 OM0568  STATE/COUNTY-  WI/FOND DU LAC
 OM0568  USGS QUAD   -  SAINT PETER (1992)
 OM0568
 OM0568                         *CURRENT SURVEY CONTROL
 OM0568  ___________________________________________________________________
 OM0568* NAD 83(1986)-  43 47 00.     (N)    088 21 30.     (W)     SCALED    
 OM0568* NAVD 88     -       311.848  (meters)    1023.12   (feet)  ADJUSTED  
 OM0568  ___________________________________________________________________
 OM0568  GEOID HEIGHT-         -35.66  (meters)                     GEOID03
 OM0568  DYNAMIC HT  -         311.783 (meters)    1022.91  (feet)  COMP
 OM0568  MODELED GRAV-     980,403.2   (mgal)                       NAVD 88
 OM0568
 OM0568  VERT ORDER  -  FIRST     CLASS 0
 OM0568
 OM0568.The horizontal coordinates were scaled from a topographic map and have
 OM0568.an estimated accuracy of +/- 6 seconds.
 OM0568
 OM0568.The orthometric height was determined by differential leveling
 OM0568.and adjusted by the National Geodetic Survey in June 1991..
 OM0568
 OM0568.The geoid height was determined by GEOID03.
 OM0568
 OM0568.The dynamic height is computed by dividing the NAVD 88
 OM0568.geopotential number by the normal gravity value computed on the
 OM0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0568.degrees latitude (g = 980.6199 gals.).
 OM0568
 OM0568.The modeled gravity was interpolated from observed gravity values.
 OM0568
 OM0568;                    North         East    Units  Estimated Accuracy
 OM0568;SPC WI S     -   199,420.      732,140.      MT  (+/- 180 meters Scaled)
 OM0568
 OM0568                          SUPERSEDED SURVEY CONTROL
 OM0568
 OM0568.No superseded survey control is available for this station.
 OM0568
 OM0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP907487(NAD 83)
 OM0568_MARKER: I = METAL ROD
 OM0568_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OM0568_SP_SET: CULVERT
 OM0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0568+STABILITY: SURFACE MOTION
 OM0568
 OM0568  HISTORY     - Date     Condition        Report By
 OM0568  HISTORY     - 1974     MONUMENTED       NOS
 OM0568  HISTORY     - 20021107 MARK NOT FOUND   USPSQD
 OM0568
 OM0568                          STATION DESCRIPTION
 OM0568
 OM0568'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 OM0568'4.1 MI EAST FROM LUCO.
 OM0568'4.17 MILES EAST ALONG WISCONSIN HIGHWAY 23 (JOHNSON STREET) FROM
 OM0568'INTERSECTION OF MAIN STREET IN FOND DU LAC, 0.12 MILE EAST OF
 OM0568'JUNCTION OF COUNTY ROAD UU, 33.7 FT. EAST OF U.P. NO. 100, 18.4 FT.
 OM0568'SOUTH OF CENTERLINE OF WISCONSIN HIGHWAY 23, 0.2 FT. WEST OF EAST FACE
 OM0568'OF A 3 FT. CONCRETE CULVERT, A 1/2 INCH DIAMETER BRASS ROD SET INTO
 OM0568'CONCRETE.
 OM0568
 OM0568                          STATION RECOVERY (2002)
 OM0568
 OM0568'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0568'NOT RECOVERED.  STATE HIGHWAY 23 WAS RE-BUILT IN APPROXIMATELY 1985.
 OM0568'THE CULVERT DESCRIBED WAS REPACED WITH A NEW CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0569 ***********************************************************************
 OM0569  DESIGNATION -  LSC 7 A 27
 OM0569  PID         -  OM0569
 OM0569  STATE/COUNTY-  WI/FOND DU LAC
 OM0569  USGS QUAD   -  SAINT PETER (1992)
 OM0569
 OM0569                         *CURRENT SURVEY CONTROL
 OM0569  ___________________________________________________________________
 OM0569* NAD 83(1986)-  43 47 00.     (N)    088 19 53.     (W)     SCALED    
 OM0569* NAVD 88     -       306.810  (meters)    1006.59   (feet)  ADJUSTED  
 OM0569  ___________________________________________________________________
 OM0569  GEOID HEIGHT-         -35.64  (meters)                     GEOID03
 OM0569  DYNAMIC HT  -         306.745 (meters)    1006.38  (feet)  COMP
 OM0569  MODELED GRAV-     980,400.9   (mgal)                       NAVD 88
 OM0569
 OM0569  VERT ORDER  -  FIRST     CLASS 0
 OM0569
 OM0569.The horizontal coordinates were scaled from a topographic map and have
 OM0569.an estimated accuracy of +/- 6 seconds.
 OM0569
 OM0569.The orthometric height was determined by differential leveling
 OM0569.and adjusted by the National Geodetic Survey in June 1991..
 OM0569
 OM0569.The geoid height was determined by GEOID03.
 OM0569
 OM0569.The dynamic height is computed by dividing the NAVD 88
 OM0569.geopotential number by the normal gravity value computed on the
 OM0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0569.degrees latitude (g = 980.6199 gals.).
 OM0569
 OM0569.The modeled gravity was interpolated from observed gravity values.
 OM0569
 OM0569;                    North         East    Units  Estimated Accuracy
 OM0569;SPC WI S     -   199,460.      734,300.      MT  (+/- 180 meters Scaled)
 OM0569
 OM0569                          SUPERSEDED SURVEY CONTROL
 OM0569
 OM0569.No superseded survey control is available for this station.
 OM0569
 OM0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP928486(NAD 83)
 OM0569_MARKER: I = METAL ROD
 OM0569_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OM0569_SP_SET: CULVERT
 OM0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0569+STABILITY: SURFACE MOTION
 OM0569
 OM0569  HISTORY     - Date     Condition        Report By
 OM0569  HISTORY     - 1974     MONUMENTED       NOS
 OM0569  HISTORY     - 20021107 MARK NOT FOUND   USPSQD
 OM0569
 OM0569                          STATION DESCRIPTION
 OM0569
 OM0569'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 OM0569'5.45 MI EAST FROM FOND DU LAC.
 OM0569'5.45 MILES EAST ALONG WISCONSIN HIGHWAY 23 FROM INTERSECTION OF MAIN
 OM0569'ST. IN FOND DU LAC, 0.46 MILE EAST OF COUNTY ROAD AAA, 22.2 FT. SOUTH
 OM0569'OF CENTERLINE OF WISCONSIN HIGHWAY 23, 16.2 FT. WEST OF U.P. NO. 130,
 OM0569'0.2 FT. WEST OF EAST FACE OF A 2 FT. LONG CONCRETE CULVERT, A 1/2 INCH
 OM0569'DIAMETER BRASS ROD SET INTO CONCRETE.
 OM0569
 OM0569                          STATION RECOVERY (2002)
 OM0569
 OM0569'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0569'NOT RECOVERED.  STATE HIGHWAY 23 WAS RE-BUILT IN APPROXIMATELY 1985.
 OM0569'THE CULVERT DESCRIBED WAS REPACED WITH A NEW CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0570 ***********************************************************************
 OM0570  DESIGNATION -  LSC 7 A 28
 OM0570  PID         -  OM0570
 OM0570  STATE/COUNTY-  WI/FOND DU LAC
 OM0570  USGS QUAD   -  SAINT PETER (1992)
 OM0570
 OM0570                         *CURRENT SURVEY CONTROL
 OM0570  ___________________________________________________________________
 OM0570* NAD 83(1986)-  43 47 00.     (N)    088 18 38.     (W)     SCALED    
 OM0570* NAVD 88     -       302.266  (meters)     991.68   (feet)  ADJUSTED  
 OM0570  ___________________________________________________________________
 OM0570  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 OM0570  DYNAMIC HT  -         302.202 (meters)     991.47  (feet)  COMP
 OM0570  MODELED GRAV-     980,399.7   (mgal)                       NAVD 88
 OM0570
 OM0570  VERT ORDER  -  FIRST     CLASS 0
 OM0570
 OM0570.The horizontal coordinates were scaled from a topographic map and have
 OM0570.an estimated accuracy of +/- 6 seconds.
 OM0570
 OM0570.The orthometric height was determined by differential leveling
 OM0570.and adjusted by the National Geodetic Survey in June 1991..
 OM0570
 OM0570.The geoid height was determined by GEOID03.
 OM0570
 OM0570.The dynamic height is computed by dividing the NAVD 88
 OM0570.geopotential number by the normal gravity value computed on the
 OM0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0570.degrees latitude (g = 980.6199 gals.).
 OM0570
 OM0570.The modeled gravity was interpolated from observed gravity values.
 OM0570
 OM0570;                    North         East    Units  Estimated Accuracy
 OM0570;SPC WI S     -   199,490.      735,980.      MT  (+/- 180 meters Scaled)
 OM0570
 OM0570                          SUPERSEDED SURVEY CONTROL
 OM0570
 OM0570.No superseded survey control is available for this station.
 OM0570
 OM0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP945486(NAD 83)
 OM0570_MARKER: I = METAL ROD
 OM0570_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OM0570_SP_SET: CULVERT
 OM0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0570+STABILITY: SURFACE MOTION
 OM0570
 OM0570  HISTORY     - Date     Condition        Report By
 OM0570  HISTORY     - 1974     MONUMENTED       NOS
 OM0570  HISTORY     - 20021107 MARK NOT FOUND   USPSQD
 OM0570
 OM0570                          STATION DESCRIPTION
 OM0570
 OM0570'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 OM0570'6.42 MI EAST FROM FOND DU LAC.
 OM0570'6.42 MILES EAST ALONG WISCONSIN HIGHWAY 23 FROM INTERSECTION OF MAIN
 OM0570'STREET IN FOND DU LAC, 0.5 MILE EAST OF TOWER ROAD, 64.0 FT. EAST OF
 OM0570'A 28 INCH POPLAR, 41.0 FT. WEST OF A UTILITY POLE, 21.0 FT. SOUTH OF
 OM0570'CENTERLINE OF WISCONSIN HIGHWAY 23, 4.6 FT. SOUTH OF A GUARD RAIL,
 OM0570'A 1/2 INCH DIAMETER BRASS ROD SET INTO A CONCRETE CULVERT.
 OM0570
 OM0570                          STATION RECOVERY (2002)
 OM0570
 OM0570'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0570'NOT RECOVERED.  STATE HIGHWAY 23 WAS RE-BUILT IN APPROXIMATELY 1985.
 OM0570'THERE WAS NO CULVERT OR HANDRAIL FOUND AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0571 ***********************************************************************
 OM0571  DESIGNATION -  LSC 7 A 29
 OM0571  PID         -  OM0571
 OM0571  STATE/COUNTY-  WI/FOND DU LAC
 OM0571  USGS QUAD   -  SAINT PETER (1992)
 OM0571
 OM0571                         *CURRENT SURVEY CONTROL
 OM0571  ___________________________________________________________________
 OM0571* NAD 83(1986)-  43 47 00.     (N)    088 17 18.     (W)     SCALED    
 OM0571* NAVD 88     -       305.843  (meters)    1003.42   (feet)  ADJUSTED  
 OM0571  ___________________________________________________________________
 OM0571  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 OM0571  DYNAMIC HT  -         305.778 (meters)    1003.21  (feet)  COMP
 OM0571  MODELED GRAV-     980,398.9   (mgal)                       NAVD 88
 OM0571
 OM0571  VERT ORDER  -  FIRST     CLASS 0
 OM0571
 OM0571.The horizontal coordinates were scaled from a topographic map and have
 OM0571.an estimated accuracy of +/- 6 seconds.
 OM0571
 OM0571.The orthometric height was determined by differential leveling
 OM0571.and adjusted by the National Geodetic Survey in June 1991..
 OM0571
 OM0571.The geoid height was determined by GEOID03.
 OM0571
 OM0571.The dynamic height is computed by dividing the NAVD 88
 OM0571.geopotential number by the normal gravity value computed on the
 OM0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0571.degrees latitude (g = 980.6199 gals.).
 OM0571
 OM0571.The modeled gravity was interpolated from observed gravity values.
 OM0571
 OM0571;                    North         East    Units  Estimated Accuracy
 OM0571;SPC WI S     -   199,530.      737,770.      MT  (+/- 180 meters Scaled)
 OM0571
 OM0571                          SUPERSEDED SURVEY CONTROL
 OM0571
 OM0571.No superseded survey control is available for this station.
 OM0571
 OM0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP963486(NAD 83)
 OM0571_MARKER: I = METAL ROD
 OM0571_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OM0571_SP_SET: CULVERT
 OM0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0571+STABILITY: SURFACE MOTION
 OM0571
 OM0571  HISTORY     - Date     Condition        Report By
 OM0571  HISTORY     - 1974     MONUMENTED       NOS
 OM0571  HISTORY     - 20021107 MARK NOT FOUND   USPSQD
 OM0571
 OM0571                          STATION DESCRIPTION
 OM0571
 OM0571'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 OM0571'7.5 MI EAST FROM FOND DU LAC.
 OM0571'7.5 MILES EAST ALONG WISCONSIN HIGHWAY 23 FROM INTERSECTION OF MAIN
 OM0571'STREET IN FOND DU LAC, 0.6 MILE EAST OF POPLAR ROAD, 20.2 FT. SOUTH
 OM0571'OF CENTERLINE OF WISCONSIN HIGHWAY 23, 12.6 FT. NORTH OF OLD FENCE
 OM0571'LINE, A 1/2 INCH DIAMETER BRASS ROD SET INTO THE EAST CORNER OF A 13
 OM0571'FT. LONG CONCRETE CULVERT.
 OM0571
 OM0571                          STATION RECOVERY (2002)
 OM0571
 OM0571'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0571'NOT RECOVERED.  STATE HIGHWAY 23 WAS RE-BUILT IN APPROXIMATELY 1985.
 OM0571'THERE WAS NO CULVERT FOUND AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0646 ***********************************************************************
 PN0646  DESIGNATION -  LSC 7 A 3
 PN0646  PID         -  PN0646
 PN0646  STATE/COUNTY-  WI/OUTAGAMIE
 PN0646  USGS QUAD   -  KAUKAUNA (1992)
 PN0646
 PN0646                         *CURRENT SURVEY CONTROL
 PN0646  ___________________________________________________________________
 PN0646* NAD 83(1986)-  44 17 04.     (N)    088 15 58.     (W)     SCALED    
 PN0646* NAVD 88     -       219.613  (meters)     720.51   (feet)  ADJUSTED  
 PN0646  ___________________________________________________________________
 PN0646  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PN0646  DYNAMIC HT  -         219.579 (meters)     720.40  (feet)  COMP
 PN0646  MODELED GRAV-     980,456.3   (mgal)                       NAVD 88
 PN0646
 PN0646  VERT ORDER  -  FIRST     CLASS 0
 PN0646
 PN0646.The horizontal coordinates were scaled from a topographic map and have
 PN0646.an estimated accuracy of +/- 6 seconds.
 PN0646
 PN0646.The orthometric height was determined by differential leveling
 PN0646.and adjusted by the National Geodetic Survey in June 1991..
 PN0646
 PN0646.The geoid height was determined by GEOID03.
 PN0646
 PN0646.The dynamic height is computed by dividing the NAVD 88
 PN0646.geopotential number by the normal gravity value computed on the
 PN0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0646.degrees latitude (g = 980.6199 gals.).
 PN0646
 PN0646.The modeled gravity was interpolated from observed gravity values.
 PN0646
 PN0646;                    North         East    Units  Estimated Accuracy
 PN0646;SPC WI C     -    51,600.      738,390.      MT  (+/- 180 meters Scaled)
 PN0646
 PN0646                          SUPERSEDED SURVEY CONTROL
 PN0646
 PN0646.No superseded survey control is available for this station.
 PN0646
 PN0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ989042(NAD 83)
 PN0646_MARKER: DB = BENCH MARK DISK
 PN0646_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PN0646_SP_SET: BUILDING
 PN0646_STAMPING: LSC 7 A 3 1974
 PN0646_MARK LOGO: NOS   
 PN0646_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN0646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0646_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0646+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2005
 PN0646
 PN0646  HISTORY     - Date     Condition        Report By
 PN0646  HISTORY     - 1974     MONUMENTED       NOS
 PN0646  HISTORY     - 1990     GOOD             USPSQD
 PN0646  HISTORY     - 20010531 GOOD             WIDT
 PN0646  HISTORY     - 20030625 GOOD             USPSQD
 PN0646  HISTORY     - 20040725 GOOD             USPSQD
 PN0646  HISTORY     - 20050802 GOOD             WIDT
 PN0646
 PN0646                          STATION DESCRIPTION
 PN0646
 PN0646'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0646'IN KAUKAUNA.
 PN0646'IN KAUKAUNA, ON THE WEST SIDE OF THE FOX RIVER, ON THE WEST CORNER OF
 PN0646'THE INTERSECTION OF LAWE AVENUE AND BROTHERS STREET, SET VERTICALLY
 PN0646'IN THE NORTHEAST BRICK WALL OF THE PARK SCHOOL, 188 FT. NORTHWEST OF
 PN0646'THE NORTHWEST CURB OF LAWE AVENUE, 45 FT. SOUTHWEST OF THE CENTERLINE
 PN0646'OF BROTHERS STREET, 4.8 FT. ABOVE THE GROUND SURFACE, 2.9 FT.
 PN0646'NORTHWEST OF THE WINDOW SILL.
 PN0646
 PN0646                          STATION RECOVERY (1990)
 PN0646
 PN0646'RECOVERY NOTE BY US POWER SQUADRON 1990 (DAK)
 PN0646'RECOVERED IN GOOD CONDITION.
 PN0646
 PN0646                          STATION RECOVERY (2001)
 PN0646
 PN0646'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PN0646'THE STATION IS LOCATED ABOUT 12 KM EAST-NORTHEAST OF APPLETON AND 33
 PN0646'KM SOUTHWEST OF GREEN BAY. OWNERSHIP--CITY OF KAUKAUNA.  TO REACH THE
 PN0646'STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH STATE HIGHWAY 55
 PN0646'ABOUT 2.3 KM NORTH OF THE CITY OF KAUKAUNA, GO SOUTHEAST ON STATE
 PN0646'HIGHWAY 55 FOR 1.3 KM TO LAWE STREET (STATE HIGHWAY 96), TURN RIGHT
 PN0646'AND GO SOUTHWEST ON LAWE STREET FOR 0.5 KM TO BROTHERS STREET ON THE
 PN0646'RIGHT, TURN RIGHT AND GO NORTHWEST ON BROTHERS STREET FOR 50 METERS
 PN0646'TO THE STATION ON THE LEFT. THE STATION IS A BRONZE NATIONAL OCEAN
 PN0646'SERVICE BENCH MARK DISK SET VERTICALLY 1.45 METERS HIGH IN THE
 PN0646'NORTHEAST BRICK WALL OF THE PARK SCHOOL. THE STATION IS 13.4 METERS
 PN0646'SOUTHWEST OF THE CENTERLINE OF BROTHERS STREET, 29.5 METERS SOUTHEAST
 PN0646'OF POWER POLE --4483-7/3--, 23.5 METERS SOUTHWEST OF POWER POLE
 PN0646'--4483-8/2-- AND 5.0 METERS SOUTHWEST OF THE SOUTH SIDEWALK EDGE.
 PN0646
 PN0646                          STATION RECOVERY (2003)
 PN0646
 PN0646'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0646'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1 FOOT FROM A GRAY,
 PN0646'1 FOOT SQUARE TELEPHONE BOX MOUNTED ON THE WALL.
 PN0646
 PN0646                          STATION RECOVERY (2004)
 PN0646
 PN0646'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN0646'RECOVERED IN GOOD CONDITION.
 PN0646
 PN0646                          STATION RECOVERY (2005)
 PN0646
 PN0646'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PN0646'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0572 ***********************************************************************
 OM0572  DESIGNATION -  LSC 7 A 30
 OM0572  PID         -  OM0572
 OM0572  STATE/COUNTY-  WI/FOND DU LAC
 OM0572  USGS QUAD   -  SAINT PETER (1992)
 OM0572
 OM0572                         *CURRENT SURVEY CONTROL
 OM0572  ___________________________________________________________________
 OM0572* NAD 83(1986)-  43 47 00.     (N)    088 16 06.     (W)     SCALED    
 OM0572* NAVD 88     -       290.959  (meters)     954.59   (feet)  ADJUSTED  
 OM0572  ___________________________________________________________________
 OM0572  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 OM0572  DYNAMIC HT  -         290.896 (meters)     954.38  (feet)  COMP
 OM0572  MODELED GRAV-     980,398.6   (mgal)                       NAVD 88
 OM0572
 OM0572  VERT ORDER  -  FIRST     CLASS 0
 OM0572
 OM0572.The horizontal coordinates were scaled from a topographic map and have
 OM0572.an estimated accuracy of +/- 6 seconds.
 OM0572
 OM0572.The orthometric height was determined by differential leveling
 OM0572.and adjusted by the National Geodetic Survey in June 1991..
 OM0572
 OM0572.The geoid height was determined by GEOID03.
 OM0572
 OM0572.The dynamic height is computed by dividing the NAVD 88
 OM0572.geopotential number by the normal gravity value computed on the
 OM0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0572.degrees latitude (g = 980.6199 gals.).
 OM0572
 OM0572.The modeled gravity was interpolated from observed gravity values.
 OM0572
 OM0572;                    North         East    Units  Estimated Accuracy
 OM0572;SPC WI S     -   199,560.      739,380.      MT  (+/- 180 meters Scaled)
 OM0572
 OM0572                          SUPERSEDED SURVEY CONTROL
 OM0572
 OM0572.No superseded survey control is available for this station.
 OM0572
 OM0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP979485(NAD 83)
 OM0572_MARKER: I = METAL ROD
 OM0572_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OM0572_SP_SET: ABUTMENT
 OM0572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0572
 OM0572  HISTORY     - Date     Condition        Report By
 OM0572  HISTORY     - 1974     MONUMENTED       NOS
 OM0572  HISTORY     - 20021107 MARK NOT FOUND   USPSQD
 OM0572
 OM0572                          STATION DESCRIPTION
 OM0572
 OM0572'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 OM0572'8.46 MI EAST FROM FOND DU LAC.
 OM0572'8.46 MILES EAST ALONG WISCONSIN HIGHWAY 23 FROM INTERSECTION OF MAIN
 OM0572'STREET IN FOND DU LAC, 5.31 MILES WEST OF THE SHEBOYGAN COUNTY LINE
 OM0572'AT DIVISION ROAD INTERSECTION WITH WISCONSIN HIGHWAY 23, 0.65 MILE
 OM0572'EAST OF TOWNLINE ROAD, 16.2 FT. SOUTH OF CENTERLINE OF WISCONSIN
 OM0572'HIGHWAY 23, 0.7 FT. SOUTH OF SOUTHWEST EDGE OF A 43.5 FT. LONG BRIDGE
 OM0572'CONCRETE GUARD RAIL, A 1/2 INCH DIAMETER BRASS ROD SET INTO SOUTHWEST
 OM0572'WING OF CONCRETE BRIDGE ABUTMENT.
 OM0572
 OM0572                          STATION RECOVERY (2002)
 OM0572
 OM0572'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0572'NOT RECOVERED.  A NEW BRIDGE WAS CONSTRUCTED OVER THE SHEBOYGAN RIVER
 OM0572'IN 1991.  A WIDT DISK NUMBER 958.63 WAS FOUND ON TOP OF THE SOUTHERN
 OM0572'CONCRETE GUARD RAIL NEAR THE WESTERN END DIRECTLY ABOVE THE BRIDGE
 OM0572'IDENTIFICATION PLATE ON THE FACE OF THE GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0573 ***********************************************************************
 OM0573  DESIGNATION -  LSC 7 A 31
 OM0573  PID         -  OM0573
 OM0573  STATE/COUNTY-  WI/FOND DU LAC
 OM0573  USGS QUAD   -  SAINT PETER (1992)
 OM0573
 OM0573                         *CURRENT SURVEY CONTROL
 OM0573  ___________________________________________________________________
 OM0573* NAD 83(1986)-  43 47 00.     (N)    088 15 42.     (W)     SCALED    
 OM0573* NAVD 88     -       296.631  (meters)     973.20   (feet)  ADJUSTED  
 OM0573  ___________________________________________________________________
 OM0573  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 OM0573  DYNAMIC HT  -         296.568 (meters)     972.99  (feet)  COMP
 OM0573  MODELED GRAV-     980,398.5   (mgal)                       NAVD 88
 OM0573
 OM0573  VERT ORDER  -  FIRST     CLASS 0
 OM0573
 OM0573.The horizontal coordinates were scaled from a topographic map and have
 OM0573.an estimated accuracy of +/- 6 seconds.
 OM0573
 OM0573.The orthometric height was determined by differential leveling
 OM0573.and adjusted by the National Geodetic Survey in June 1991..
 OM0573
 OM0573.The geoid height was determined by GEOID03.
 OM0573
 OM0573.The dynamic height is computed by dividing the NAVD 88
 OM0573.geopotential number by the normal gravity value computed on the
 OM0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0573.degrees latitude (g = 980.6199 gals.).
 OM0573
 OM0573.The modeled gravity was interpolated from observed gravity values.
 OM0573
 OM0573;                    North         East    Units  Estimated Accuracy
 OM0573;SPC WI S     -   199,570.      739,920.      MT  (+/- 180 meters Scaled)
 OM0573
 OM0573                          SUPERSEDED SURVEY CONTROL
 OM0573
 OM0573.No superseded survey control is available for this station.
 OM0573
 OM0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP984485(NAD 83)
 OM0573_MARKER: DB = BENCH MARK DISK
 OM0573_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OM0573_SP_SET: BUILDING
 OM0573_STAMPING: LSC 7A31 1974
 OM0573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0573
 OM0573  HISTORY     - Date     Condition        Report By
 OM0573  HISTORY     - 1974     MONUMENTED       NOS
 OM0573  HISTORY     - 20021107 MARK NOT FOUND   USPSQD
 OM0573
 OM0573                          STATION DESCRIPTION
 OM0573
 OM0573'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 OM0573'8.7 MI EAST FROM FOND DU LAC.
 OM0573'8.7 MILES EAST ALONG WISCONSIN HIGHWAY 23 FROM INTERSECTION OF MAIN
 OM0573'STREET IN FOND DU LAC, 4.97 MILES WEST OF THE SHEBOYGAN COUNTY LINE
 OM0573'AT DIVISION ROAD, NEAR INTERSECTION OF COUNTY ROAD W (HINN ROAD) AND
 OM0573'WISCONSIN HIGHWAY 23, SET VERTICALLY IN THE NORTHWEST CORNER OF THE
 OM0573'ST. PAULS EVANGELIST LUTHERAN CHURCH, 135.0 FT. EAST OF CENTERLINE OF
 OM0573'COUNTY ROAD W, 49.6 FT. SOUTH OF CENTERLINE OF WISCONSIN HIGHWAY 23,
 OM0573'12.0 FT. SOUTH OF NORTH ENTRANCE STEPS TO CHURCH, 3.1 FT. SBOVE THE
 OM0573'GROUND SURFACE AND 1.7 FT. EAST OF NORTHWEST CORNER OF CHURCH.
 OM0573
 OM0573                          STATION RECOVERY (2002)
 OM0573
 OM0573'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0573'NOT RECOVERED. A NEW ADDITION WAS MADE ONTO THE NORTH FACE OF THE
 OM0573'CHURCH IN 1994 WHICH COVERED UP THE NORTH ENTRANCE AND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0575 ***********************************************************************
 OM0575  DESIGNATION -  LSC 7 A 32
 OM0575  PID         -  OM0575
 OM0575  STATE/COUNTY-  WI/FOND DU LAC
 OM0575  USGS QUAD   -  ST CLOUD (1992)
 OM0575
 OM0575                         *CURRENT SURVEY CONTROL
 OM0575  ___________________________________________________________________
 OM0575* NAD 83(1986)-  43 46 54.     (N)    088 14 18.     (W)     SCALED    
 OM0575* NAVD 88     -       307.893  (meters)    1010.15   (feet)  ADJUSTED  
 OM0575  ___________________________________________________________________
 OM0575  GEOID HEIGHT-         -35.60  (meters)                     GEOID03
 OM0575  DYNAMIC HT  -         307.828 (meters)    1009.93  (feet)  COMP
 OM0575  MODELED GRAV-     980,398.3   (mgal)                       NAVD 88
 OM0575
 OM0575  VERT ORDER  -  FIRST     CLASS 0
 OM0575
 OM0575.The horizontal coordinates were scaled from a topographic map and have
 OM0575.an estimated accuracy of +/- 6 seconds.
 OM0575
 OM0575.The orthometric height was determined by differential leveling
 OM0575.and adjusted by the National Geodetic Survey in June 1991..
 OM0575
 OM0575.The geoid height was determined by GEOID03.
 OM0575
 OM0575.The dynamic height is computed by dividing the NAVD 88
 OM0575.geopotential number by the normal gravity value computed on the
 OM0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0575.degrees latitude (g = 980.6199 gals.).
 OM0575
 OM0575.The modeled gravity was interpolated from observed gravity values.
 OM0575
 OM0575;                    North         East    Units  Estimated Accuracy
 OM0575;SPC WI S     -   199,430.      741,800.      MT  (+/- 180 meters Scaled)
 OM0575
 OM0575                          SUPERSEDED SURVEY CONTROL
 OM0575
 OM0575.No superseded survey control is available for this station.
 OM0575
 OM0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP003483(NAD 83)
 OM0575_MARKER: I = METAL ROD
 OM0575_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OM0575_SP_SET: RETAINING WALL
 OM0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0575+STABILITY: SURFACE MOTION
 OM0575
 OM0575  HISTORY     - Date     Condition        Report By
 OM0575  HISTORY     - 1974     MONUMENTED       NOS
 OM0575  HISTORY     - 20021107 MARK NOT FOUND   USPSQD
 OM0575
 OM0575                          STATION DESCRIPTION
 OM0575
 OM0575'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 OM0575'9.9 MI EAST FROM FOND DU LAC.
 OM0575'9.9 MILES EAST ALONG WISCONSIN HIGHWAY 23 FROM INTERSECTION OF MAIN
 OM0575'STREET IN FOND DU LAC, 3.87 MILES WEST OF SHEBOYGAN COUNTY LINE AT
 OM0575'DIVISION ROAD, 0.65 MILE EAST OF COUNTY ROAD W, 82.7 FT. NORTHWEST
 OM0575'OF NORTHWEST CORNER OF BUILDING (DATED 1921), 69.0 FT. NORTH OF
 OM0575'UTILITY POLE, 27.8 FT. NORTH OF CENTERLINE OF WISCONSIN HIGHWAY 23,
 OM0575'A 1/2 INCH DIAMETER BRASS ROD SET INTO THE SOUTHWEST WING OF THE
 OM0575'CONCRETE RETAINING WALL.
 OM0575
 OM0575                          STATION RECOVERY (2002)
 OM0575
 OM0575'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0575'NOT RECOVERED.  STATE HIGHWAY 23 WAS RE-BUILT AND NO RETAINING WALL AT
 OM0575'THE LOCATION WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0576 ***********************************************************************
 OM0576  DESIGNATION -  LSC 7 A 33
 OM0576  PID         -  OM0576
 OM0576  STATE/COUNTY-  WI/FOND DU LAC
 OM0576  USGS QUAD   -  ST CLOUD (1992)
 OM0576
 OM0576                         *CURRENT SURVEY CONTROL
 OM0576  ___________________________________________________________________
 OM0576* NAD 83(1986)-  43 46 30.     (N)    088 13 24.     (W)     SCALED    
 OM0576* NAVD 88     -       289.274  (meters)     949.06   (feet)  ADJUSTED  
 OM0576  ___________________________________________________________________
 OM0576  GEOID HEIGHT-         -35.58  (meters)                     GEOID03
 OM0576  DYNAMIC HT  -         289.212 (meters)     948.86  (feet)  COMP
 OM0576  MODELED GRAV-     980,397.8   (mgal)                       NAVD 88
 OM0576
 OM0576  VERT ORDER  -  FIRST     CLASS 0
 OM0576
 OM0576.The horizontal coordinates were scaled from a topographic map and have
 OM0576.an estimated accuracy of +/- 6 seconds.
 OM0576
 OM0576.The orthometric height was determined by differential leveling
 OM0576.and adjusted by the National Geodetic Survey in June 1991..
 OM0576
 OM0576.The geoid height was determined by GEOID03.
 OM0576
 OM0576.The dynamic height is computed by dividing the NAVD 88
 OM0576.geopotential number by the normal gravity value computed on the
 OM0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0576.degrees latitude (g = 980.6199 gals.).
 OM0576
 OM0576.The modeled gravity was interpolated from observed gravity values.
 OM0576
 OM0576;                    North         East    Units  Estimated Accuracy
 OM0576;SPC WI S     -   198,710.      743,020.      MT  (+/- 180 meters Scaled)
 OM0576
 OM0576                          SUPERSEDED SURVEY CONTROL
 OM0576
 OM0576.No superseded survey control is available for this station.
 OM0576
 OM0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP015476(NAD 83)
 OM0576_MARKER: I = METAL ROD
 OM0576_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OM0576_SP_SET: CULVERT
 OM0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0576+STABILITY: SURFACE MOTION
 OM0576
 OM0576  HISTORY     - Date     Condition        Report By
 OM0576  HISTORY     - 1974     MONUMENTED       NOS
 OM0576  HISTORY     - 20021107 MARK NOT FOUND   USPSQD
 OM0576
 OM0576                          STATION DESCRIPTION
 OM0576
 OM0576'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 OM0576'10.88 MI EAST FROM FOND DU LAC.
 OM0576'IS IN FOND DU LAC COUNTY, WISCONSIN, 10.88 MILES EAST ALONG WISCONSIN
 OM0576'HIGHWAY 23 FROM INTERSECTION OF MAIN STREET IN FOND DU LAC, 2.89
 OM0576'MILES WEST OF THE SHEBOYGAN COUNTY LINE AT DIVISION ROAD, TO COUNTY
 OM0576'ROAD TTT, 59.0 FT. NORTHWESTERLY OF CENTERLINE OF COUNTY ROAD TTT,
 OM0576'40.3 FT. NORTHEAST OF A UTILITY POLE, 21.5 FT. SOUTH OF CENTERLINE OF
 OM0576'WISCONSIN HIGHWAY 23, A 1/2 INCH DIAMETER BRASS ROD SET INTO A
 OM0576'CONCRETE CULVERT.
 OM0576
 OM0576                          STATION RECOVERY (2002)
 OM0576
 OM0576'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0576'NOT RECOVERED.  STATE HIGHWAY 23 WAS RE-BUILT AND THE CULVERT
 OM0576'DESCRIBED WAS REPLACED BY A GALVANIZED CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0577 ***********************************************************************
 OM0577  DESIGNATION -  LSC 7 A 34
 OM0577  PID         -  OM0577
 OM0577  STATE/COUNTY-  WI/FOND DU LAC
 OM0577  USGS QUAD   -  ST CLOUD (1992)
 OM0577
 OM0577                         *CURRENT SURVEY CONTROL
 OM0577  ___________________________________________________________________
 OM0577* NAD 83(1986)-  43 46 12.     (N)    088 12 06.     (W)     SCALED    
 OM0577* NAVD 88     -       310.782  (meters)    1019.62   (feet)  ADJUSTED  
 OM0577  ___________________________________________________________________
 OM0577  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 OM0577  DYNAMIC HT  -         310.716 (meters)    1019.41  (feet)  COMP
 OM0577  MODELED GRAV-     980,397.7   (mgal)                       NAVD 88
 OM0577
 OM0577  VERT ORDER  -  FIRST     CLASS 0
 OM0577
 OM0577.The horizontal coordinates were scaled from a topographic map and have
 OM0577.an estimated accuracy of +/- 6 seconds.
 OM0577
 OM0577.The orthometric height was determined by differential leveling
 OM0577.and adjusted by the National Geodetic Survey in June 1991..
 OM0577
 OM0577.The geoid height was determined by GEOID03.
 OM0577
 OM0577.The dynamic height is computed by dividing the NAVD 88
 OM0577.geopotential number by the normal gravity value computed on the
 OM0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0577.degrees latitude (g = 980.6199 gals.).
 OM0577
 OM0577.The modeled gravity was interpolated from observed gravity values.
 OM0577
 OM0577;                    North         East    Units  Estimated Accuracy
 OM0577;SPC WI S     -   198,190.      744,780.      MT  (+/- 180 meters Scaled)
 OM0577
 OM0577                          SUPERSEDED SURVEY CONTROL
 OM0577
 OM0577.No superseded survey control is available for this station.
 OM0577
 OM0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP032470(NAD 83)
 OM0577_MARKER: I = METAL ROD
 OM0577_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OM0577_SP_SET: COPPER-CLAD STEEL ROD
 OM0577_PROJECTION: RECESSED 3 CENTIMETERS
 OM0577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0577_ROD/PIPE-DEPTH: 3.05 meters
 OM0577
 OM0577  HISTORY     - Date     Condition        Report By
 OM0577  HISTORY     - 1974     MONUMENTED       NOS
 OM0577  HISTORY     - 20030708 MARK NOT FOUND   USPSQD
 OM0577
 OM0577                          STATION DESCRIPTION
 OM0577
 OM0577'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 OM0577'11.77 MI EAST FROM FOND DU LAC.
 OM0577'11.77 MILES EAST ALONG WISCONSIN HIGHWAY 23 FROM INTERSECTION OF MAIN
 OM0577'STREET IN FOND DU LAC, 2.00 MILES WEST OF THE SHEBOYGAN COUNTY LINE
 OM0577'AT DIVISION ROAD, AT JUNCTION OF COUNTY ROAD TTT, 179.5 FT.
 OM0577'NORTHWESTERLY OF NORTHWEST CORNER OF A LARGE STEEL UTILITY SHED, 56.0
 OM0577'FT. SOUTHERLY FROM POINT WHERE THE CENTERLINES OF COUNTY ROAD TTT AND
 OM0577'WISCONSIN HIGHWAY 23 INTERSECT, 34.2 FT. SOUTHERLY OF U.P. NO.
 OM0577'L716/4, 27.9 FT. EAST OF NORTHWEST CORNER AND 2.5 FT. (IN LINE WITH
 OM0577'EAST FACE) NORTH OF NORTHEAST CORNER OF A BLOCK MILK HOUSE, A 1/4
 OM0577'INCH SQUARE STUD BRAZED ON A COPPER COATED STEEL ROD 5/8 INCH IN
 OM0577'DIAMETER, 10 FT. LONG, ENCASED IN AN 8 INCH CONCRETE PIPE WITH COVER,
 OM0577'1/2 FT. BELOW GROUND SURFACE.
 OM0577
 OM0577                          STATION RECOVERY (2003)
 OM0577
 OM0577'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0577'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0578 ***********************************************************************
 OM0578  DESIGNATION -  LSC 7 A 35
 OM0578  PID         -  OM0578
 OM0578  STATE/COUNTY-  WI/FOND DU LAC
 OM0578  USGS QUAD   -  ST CLOUD (1992)
 OM0578
 OM0578                         *CURRENT SURVEY CONTROL
 OM0578  ___________________________________________________________________
 OM0578* NAD 83(1986)-  43 46 06.     (N)    088 10 54.     (W)     SCALED    
 OM0578* NAVD 88     -       311.281  (meters)    1021.26   (feet)  ADJUSTED  
 OM0578  ___________________________________________________________________
 OM0578  GEOID HEIGHT-         -35.55  (meters)                     GEOID03
 OM0578  DYNAMIC HT  -         311.215 (meters)    1021.04  (feet)  COMP
 OM0578  MODELED GRAV-     980,397.9   (mgal)                       NAVD 88
 OM0578
 OM0578  VERT ORDER  -  FIRST     CLASS 0
 OM0578
 OM0578.The horizontal coordinates were scaled from a topographic map and have
 OM0578.an estimated accuracy of +/- 6 seconds.
 OM0578
 OM0578.The orthometric height was determined by differential leveling
 OM0578.and adjusted by the National Geodetic Survey in June 1991..
 OM0578
 OM0578.The geoid height was determined by GEOID03.
 OM0578
 OM0578.The dynamic height is computed by dividing the NAVD 88
 OM0578.geopotential number by the normal gravity value computed on the
 OM0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0578.degrees latitude (g = 980.6199 gals.).
 OM0578
 OM0578.The modeled gravity was interpolated from observed gravity values.
 OM0578
 OM0578;                    North         East    Units  Estimated Accuracy
 OM0578;SPC WI S     -   198,040.      746,390.      MT  (+/- 180 meters Scaled)
 OM0578
 OM0578                          SUPERSEDED SURVEY CONTROL
 OM0578
 OM0578.No superseded survey control is available for this station.
 OM0578
 OM0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP048468(NAD 83)
 OM0578_MARKER: I = METAL ROD
 OM0578_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OM0578_SP_SET: CULVERT
 OM0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0578+STABILITY: SURFACE MOTION
 OM0578
 OM0578  HISTORY     - Date     Condition        Report By
 OM0578  HISTORY     - 1974     MONUMENTED       NOS
 OM0578  HISTORY     - 20021107 MARK NOT FOUND   USPSQD
 OM0578
 OM0578                          STATION DESCRIPTION
 OM0578
 OM0578'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 OM0578'12.59 MI EAST FROM FOND DU LAC.
 OM0578'12.59 MILES EAST ALONG WISCONSIN HIGHWAY 23 FROM INTERSECTION OF MAIN
 OM0578'STREET IN FOND DU LAC, 1.18 MILES WEST OF THE SHEBOYGAN COUNTY LINE
 OM0578'AT DIVISION ROAD, 22.0 FT. SOUTH OF CENTERLINE OF WISCONSIN HIGHWAY
 OM0578'23, AT A CONCRETE CULVERT, 0.3 FT. WEST OF EAST FACE OF THE CULVERT,
 OM0578'1/2 INCH DIAMETER BRASS ROD SET INTO THE CONCRETE.
 OM0578
 OM0578                          STATION RECOVERY (2002)
 OM0578
 OM0578'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0578'NOT RECOVERED.  STATE HIGHWAY 23 WAS RE-BUILT AND THE CULVERT
 OM0578'DESCRIBED WAS REPLACED BY A NEW CIRCULAR CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0579 ***********************************************************************
 OM0579  DESIGNATION -  LSC 7 A 36
 OM0579  PID         -  OM0579
 OM0579  STATE/COUNTY-  WI/SHEBOYGAN
 OM0579  USGS QUAD   -  ST CLOUD (1992)
 OM0579
 OM0579                         *CURRENT SURVEY CONTROL
 OM0579  ___________________________________________________________________
 OM0579* NAD 83(1986)-  43 46 18.     (N)    088 09 30.     (W)     SCALED    
 OM0579* NAVD 88     -       326.315  (meters)    1070.59   (feet)  ADJUSTED  
 OM0579  ___________________________________________________________________
 OM0579  GEOID HEIGHT-         -35.55  (meters)                     GEOID03
 OM0579  DYNAMIC HT  -         326.246 (meters)    1070.36  (feet)  COMP
 OM0579  MODELED GRAV-     980,398.9   (mgal)                       NAVD 88
 OM0579
 OM0579  VERT ORDER  -  FIRST     CLASS 0
 OM0579
 OM0579.The horizontal coordinates were scaled from a topographic map and have
 OM0579.an estimated accuracy of +/- 6 seconds.
 OM0579
 OM0579.The orthometric height was determined by differential leveling
 OM0579.and adjusted by the National Geodetic Survey in June 1991..
 OM0579
 OM0579.The geoid height was determined by GEOID03.
 OM0579
 OM0579.The dynamic height is computed by dividing the NAVD 88
 OM0579.geopotential number by the normal gravity value computed on the
 OM0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0579.degrees latitude (g = 980.6199 gals.).
 OM0579
 OM0579.The modeled gravity was interpolated from observed gravity values.
 OM0579
 OM0579;                    North         East    Units  Estimated Accuracy
 OM0579;SPC WI S     -   198,460.      748,260.      MT  (+/- 180 meters Scaled)
 OM0579
 OM0579                          SUPERSEDED SURVEY CONTROL
 OM0579
 OM0579.No superseded survey control is available for this station.
 OM0579
 OM0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP067471(NAD 83)
 OM0579_MARKER: I = METAL ROD
 OM0579_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OM0579_SP_SET: COPPER-CLAD STEEL ROD
 OM0579_PROJECTION: FLUSH
 OM0579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0579_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0579+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 OM0579_ROD/PIPE-DEPTH: 3.96 meters
 OM0579
 OM0579  HISTORY     - Date     Condition        Report By
 OM0579  HISTORY     - 1974     MONUMENTED       NOS
 OM0579  HISTORY     - 20031204 GOOD             USPSQD
 OM0579  HISTORY     - 20060429 GOOD             USPSQD
 OM0579
 OM0579                          STATION DESCRIPTION
 OM0579
 OM0579'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 OM0579'13.77 MI EAST FROM FOND DU LAC.
 OM0579'13.77 MILES EAST ALONG WISCONSIN HIGHWAY FROM THE INTERSECTION OF MAIN
 OM0579'STREET IN FOND DU LAC, AT INTERSECTION OF DIVISION ROAD (ALSO CALLED
 OM0579'COUNTY LINE ROAD), 122.0 FT. EAST OF CENTERLINE OF DIVISION ROAD, 75.0
 OM0579'FT. SOUTH OF CENTERLINE OF WISCONSIN HIGHWAY 23, 72.4 FT. SOUTHWEST
 OM0579'OF U.P. NO. 35-5, 65.0 FT. EASTERLY OF A 24 INCH MAPLE, 27.8 FT.
 OM0579'NORTHWEST OF NORTHEAST CORNER OF ENCLOSED PORCH, 20.9 FT. NORTH FROM
 OM0579'NORTHWEST CORNER OF FARM HOUSE (IN LINE WITH WEST FACE), 14.0 FT.
 OM0579'NORTHWEST OF NORTHWEST CORNER OF ENCLOSED PORCH, A 1/4 INCH BRASS STUD
 OM0579'ON A 5/8 INCH DIAMETER COPPER COATED STEEL ROD 13 FT. LONG ENCASED IN
 OM0579'AN 8 INCH CONCRETE PIPE WITH COVER.
 OM0579
 OM0579                          STATION RECOVERY (2003)
 OM0579
 OM0579'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0579'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 27 FEET SOUTH
 OM0579'OF THE SOUTHERNMOST SIGN POST FOR --SHEBOYGAN COUNTY-- SIGN, 1 FOOT
 OM0579'NORTH OF A WOOD STAKE, AND 6 INCHES UNDERGROUND LEVEL WITH A BROKEN
 OM0579'CLAY FLOWER POT SITTING ON TOP.
 OM0579
 OM0579                          STATION RECOVERY (2006)
 OM0579
 OM0579'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRB)
 OM0579'RECOVERED IN GOOD CONDITION.  NOTE-- THE LAT/LON MEASURED BY HANDHELD
 OM0579'GPS IS 43 46 18.2 (N), 088 09 36.9 (W).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0580 ***********************************************************************
 OM0580  DESIGNATION -  LSC 7 A 37
 OM0580  PID         -  OM0580
 OM0580  STATE/COUNTY-  WI/SHEBOYGAN
 OM0580  USGS QUAD   -  ST CLOUD (1992)
 OM0580
 OM0580                         *CURRENT SURVEY CONTROL
 OM0580  ___________________________________________________________________
 OM0580* NAD 83(1986)-  43 46 42.     (N)    088 08 24.     (W)     SCALED    
 OM0580* NAVD 88     -       303.788  (meters)     996.68   (feet)  ADJUSTED  
 OM0580  ___________________________________________________________________
 OM0580  GEOID HEIGHT-         -35.57  (meters)                     GEOID03
 OM0580  DYNAMIC HT  -         303.724 (meters)     996.47  (feet)  COMP
 OM0580  MODELED GRAV-     980,400.2   (mgal)                       NAVD 88
 OM0580
 OM0580  VERT ORDER  -  FIRST     CLASS 0
 OM0580
 OM0580.The horizontal coordinates were scaled from a topographic map and have
 OM0580.an estimated accuracy of +/- 6 seconds.
 OM0580
 OM0580.The orthometric height was determined by differential leveling
 OM0580.and adjusted by the National Geodetic Survey in June 1991..
 OM0580
 OM0580.The geoid height was determined by GEOID03.
 OM0580
 OM0580.The dynamic height is computed by dividing the NAVD 88
 OM0580.geopotential number by the normal gravity value computed on the
 OM0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0580.degrees latitude (g = 980.6199 gals.).
 OM0580
 OM0580.The modeled gravity was interpolated from observed gravity values.
 OM0580
 OM0580;                    North         East    Units  Estimated Accuracy
 OM0580;SPC WI S     -   199,230.      749,720.      MT  (+/- 180 meters Scaled)
 OM0580
 OM0580                          SUPERSEDED SURVEY CONTROL
 OM0580
 OM0580.No superseded survey control is available for this station.
 OM0580
 OM0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP082478(NAD 83)
 OM0580_MARKER: I = METAL ROD
 OM0580_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OM0580_SP_SET: CULVERT
 OM0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0580+STABILITY: SURFACE MOTION
 OM0580
 OM0580  HISTORY     - Date     Condition        Report By
 OM0580  HISTORY     - 1974     MONUMENTED       NOS
 OM0580  HISTORY     - 20021107 MARK NOT FOUND   USPSQD
 OM0580
 OM0580                          STATION DESCRIPTION
 OM0580
 OM0580'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 OM0580'3.0 MI WEST FROM GREENBUSH.
 OM0580'3 MILES WEST ALONG WISCONSIN HIGHWAY 23 FROM THE MUNICIPAL AND FIRE
 OM0580'DEPARTMENT BUILDING AT GREENBUSH, 0.94 MILE WEST OF SPRING VALLEY
 OM0580'DRIVE, 0.06 MILE EAST OF COUNTY ROAD U, 25.0 FT. SOUTH OF CENTERLINE
 OM0580'OF WISCONSIN HIGHWAY 23, 3.9 FT. WEST OF EAST FACE OF CONCRETE CULVERT
 OM0580'AND 0.5 FT. NORTH OF SOUTH FACE, A 1/2 INCH DIAMETER BRASS ROD SET
 OM0580'INTO THE CONCRETE.
 OM0580
 OM0580                          STATION RECOVERY (2002)
 OM0580
 OM0580'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0580'NOT RECOVERED.  THE CULVERT DESCRIBED WAS REPLACED BY A NEW GALVANIZED
 OM0580'STEEL CULVERT WHEN HIGHWAY 23 WAS RE-CONSTRUCTED IN 1990.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0581 ***********************************************************************
 OM0581  DESIGNATION -  LSC 7 A 38
 OM0581  PID         -  OM0581
 OM0581  STATE/COUNTY-  WI/SHEBOYGAN
 OM0581  USGS QUAD   -  ELKHART LAKE (1992)
 OM0581
 OM0581                         *CURRENT SURVEY CONTROL
 OM0581  ___________________________________________________________________
 OM0581* NAD 83(1986)-  43 46 54.     (N)    088 07 12.     (W)     SCALED    
 OM0581* NAVD 88     -       304.296  (meters)     998.34   (feet)  ADJUSTED  
 OM0581  ___________________________________________________________________
 OM0581  GEOID HEIGHT-         -35.57  (meters)                     GEOID03
 OM0581  DYNAMIC HT  -         304.232 (meters)     998.13  (feet)  COMP
 OM0581  MODELED GRAV-     980,401.5   (mgal)                       NAVD 88
 OM0581
 OM0581  VERT ORDER  -  FIRST     CLASS 0
 OM0581
 OM0581.The horizontal coordinates were scaled from a topographic map and have
 OM0581.an estimated accuracy of +/- 6 seconds.
 OM0581
 OM0581.The orthometric height was determined by differential leveling
 OM0581.and adjusted by the National Geodetic Survey in June 1991..
 OM0581
 OM0581.The geoid height was determined by GEOID03.
 OM0581
 OM0581.The dynamic height is computed by dividing the NAVD 88
 OM0581.geopotential number by the normal gravity value computed on the
 OM0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0581.degrees latitude (g = 980.6199 gals.).
 OM0581
 OM0581.The modeled gravity was interpolated from observed gravity values.
 OM0581
 OM0581;                    North         East    Units  Estimated Accuracy
 OM0581;SPC WI S     -   199,640.      751,320.      MT  (+/- 180 meters Scaled)
 OM0581
 OM0581                          SUPERSEDED SURVEY CONTROL
 OM0581
 OM0581.No superseded survey control is available for this station.
 OM0581
 OM0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP098482(NAD 83)
 OM0581_MARKER: I = METAL ROD
 OM0581_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OM0581_SP_SET: CULVERT
 OM0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0581+STABILITY: SURFACE MOTION
 OM0581
 OM0581  HISTORY     - Date     Condition        Report By
 OM0581  HISTORY     - 1974     MONUMENTED       NOS
 OM0581  HISTORY     - 20021107 MARK NOT FOUND   USPSQD
 OM0581
 OM0581                          STATION DESCRIPTION
 OM0581
 OM0581'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 OM0581'2.0 MI WEST FROM GREENBUSH.
 OM0581'2.0 MILES WEST ALONG WISCONSIN HIGHWAY 23 FROM THE MUNICIPAL AND FIRE
 OM0581'DEPARTMENT BUILDING AT GREENBUSH, AT THE SOUTHEAST CORNER OF T
 OM0581'INTERSECTION OF SPRING VALLEY ROAD WITH WISCONSIN HIGHWAY 23, 45.0
 OM0581'FT. EAST OF THE CENTERLINE OF SPRING VALLEY ROAD, 27.0 FT. SOUTH OF
 OM0581'THE CENTERLINE OF WISCONSIN HIGHWAY 23, 0.2 FT. WEST OF THE EAST FACE
 OM0581'OF A CONCRETE CULVERT ABUTMENT, 1 FT. BELOW THE ROAD SURFACE, A 1/2
 OM0581'INCH DIAMETER BRASS ROD SET INTO THE CONCRETE.
 OM0581
 OM0581                          STATION RECOVERY (2002)
 OM0581
 OM0581'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0581'NOT RECOVERED.  HIGHWAY 23 WAS RE-CONSTRUCTED IN 1990.  NO CULVERT WAS
 OM0581'FOUND AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0582 ***********************************************************************
 OM0582  DESIGNATION -  LSC 7 A 39
 OM0582  PID         -  OM0582
 OM0582  STATE/COUNTY-  WI/SHEBOYGAN
 OM0582  USGS QUAD   -  ELKHART LAKE (1992)
 OM0582
 OM0582                         *CURRENT SURVEY CONTROL
 OM0582  ___________________________________________________________________
 OM0582* NAD 83(1986)-  43 47 00.     (N)    088 06 12.     (W)     SCALED    
 OM0582* NAVD 88     -       301.776  (meters)     990.08   (feet)  ADJUSTED  
 OM0582  ___________________________________________________________________
 OM0582  GEOID HEIGHT-         -35.57  (meters)                     GEOID03
 OM0582  DYNAMIC HT  -         301.713 (meters)     989.87  (feet)  COMP
 OM0582  MODELED GRAV-     980,402.7   (mgal)                       NAVD 88
 OM0582
 OM0582  VERT ORDER  -  FIRST     CLASS 0
 OM0582
 OM0582.The horizontal coordinates were scaled from a topographic map and have
 OM0582.an estimated accuracy of +/- 6 seconds.
 OM0582
 OM0582.The orthometric height was determined by differential leveling
 OM0582.and adjusted by the National Geodetic Survey in June 1991..
 OM0582
 OM0582.The geoid height was determined by GEOID03.
 OM0582
 OM0582.The dynamic height is computed by dividing the NAVD 88
 OM0582.geopotential number by the normal gravity value computed on the
 OM0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0582.degrees latitude (g = 980.6199 gals.).
 OM0582
 OM0582.The modeled gravity was interpolated from observed gravity values.
 OM0582
 OM0582;                    North         East    Units  Estimated Accuracy
 OM0582;SPC WI S     -   199,850.      752,660.      MT  (+/- 180 meters Scaled)
 OM0582
 OM0582                          SUPERSEDED SURVEY CONTROL
 OM0582
 OM0582.No superseded survey control is available for this station.
 OM0582
 OM0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP112484(NAD 83)
 OM0582_MARKER: I = METAL ROD
 OM0582_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OM0582_SP_SET: CULVERT
 OM0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0582+STABILITY: SURFACE MOTION
 OM0582
 OM0582  HISTORY     - Date     Condition        Report By
 OM0582  HISTORY     - 1974     MONUMENTED       NOS
 OM0582  HISTORY     - 20021107 MARK NOT FOUND   USPSQD
 OM0582
 OM0582                          STATION DESCRIPTION
 OM0582
 OM0582'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 OM0582'1.1 MI WEST FROM GREENBUSH.
 OM0582'1.1 MILES WEST ALONG WISCONSIN HIGHWAY 23 FROM THE MUNICIPAL AND FIRE
 OM0582'DEPARTMENT BUILDING AT GREENBUSH, 0.94 MILE EAST OF SPRING VALLEY
 OM0582'ROAD, 100 FT. WEST OF THE CENTERLINE OF COUNTY ROAD T AT ITS T
 OM0582'INTERSECTION WITH WISCONSIN HIGHWAY 23, 23.0 FT. SOUTH OF CENTERLINE
 OM0582'OF WISCONSIN HIGHWAY 23, 0.3 FT. WEST OF THE EAST FACE OF A CONCRETE
 OM0582'CULVERT, 2 FT. BELOW THE ROAD SURFACE, A 1/2 INCH DIAMETER BRASS ROD
 OM0582'SET INTO THE TOP OF THE CONCRETE, 1/2 INCH ABOVE THE CONCRETE SURFACE.
 OM0582
 OM0582                          STATION RECOVERY (2002)
 OM0582
 OM0582'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0582'NOT RECOVERED.  INTERSECTION OF STATE HIGHWAY 23 AND COUNTY ROAD T WAS
 OM0582'RE-CONSTRUCTED IN 1990.  NO CULVERT WAS FOUND AT THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0662 ***********************************************************************
 PN0662  DESIGNATION -  LSC 7 A 4
 PN0662  PID         -  PN0662
 PN0662  STATE/COUNTY-  WI/OUTAGAMIE
 PN0662  USGS QUAD   -  KAUKAUNA (1992)
 PN0662
 PN0662                         *CURRENT SURVEY CONTROL
 PN0662  ___________________________________________________________________
 PN0662* NAD 83(1986)-  44 16 00.     (N)    088 21 30.     (W)     SCALED    
 PN0662* NAVD 88     -       227.659  (meters)     746.91   (feet)  ADJUSTED  
 PN0662  ___________________________________________________________________
 PN0662  GEOID HEIGHT-         -36.23  (meters)                     GEOID03
 PN0662  DYNAMIC HT  -         227.622 (meters)     746.79  (feet)  COMP
 PN0662  MODELED GRAV-     980,449.1   (mgal)                       NAVD 88
 PN0662
 PN0662  VERT ORDER  -  FIRST     CLASS 0
 PN0662
 PN0662.The horizontal coordinates were scaled from a topographic map and have
 PN0662.an estimated accuracy of +/- 6 seconds.
 PN0662
 PN0662.The orthometric height was determined by differential leveling
 PN0662.and adjusted by the National Geodetic Survey in June 1991..
 PN0662
 PN0662.The geoid height was determined by GEOID03.
 PN0662
 PN0662.The dynamic height is computed by dividing the NAVD 88
 PN0662.geopotential number by the normal gravity value computed on the
 PN0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0662.degrees latitude (g = 980.6199 gals.).
 PN0662
 PN0662.The modeled gravity was interpolated from observed gravity values.
 PN0662
 PN0662;                    North         East    Units  Estimated Accuracy
 PN0662;SPC WI C     -    49,480.      731,070.      MT  (+/- 180 meters Scaled)
 PN0662
 PN0662                          SUPERSEDED SURVEY CONTROL
 PN0662
 PN0662.No superseded survey control is available for this station.
 PN0662
 PN0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ915023(NAD 83)
 PN0662_MARKER: I = METAL ROD
 PN0662_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PN0662_SP_SET: COPPER-CLAD STEEL ROD
 PN0662_PROJECTION: RECESSED 3 CENTIMETERS
 PN0662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0662_ROD/PIPE-DEPTH: 3.05 meters
 PN0662
 PN0662  HISTORY     - Date     Condition        Report By
 PN0662  HISTORY     - 1974     MONUMENTED       NOS
 PN0662  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 PN0662
 PN0662                          STATION DESCRIPTION
 PN0662
 PN0662'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0662'0.58 MI WEST FROM KIMBERLY.
 PN0662'0.58 MILE WEST ALONG EAST NEWBERRY ST. FROM THE ENTRANCE TO SUNSET
 PN0662'POINT PARK AT KIMBERLY, AT THE NORTHEAST CORNER OF THE T INTERSECTION
 PN0662'OF BRIARCLIFF DR., 60 FT. NORTH OF CENTERLINE OF THE STREET, 39 FT.
 PN0662'EAST OF CENTERLINE OF THE DRIVE, 27.2 FT. NORTHWEST OF U.P. NO.
 PN0662'SP PA 5/40, SOUTHERLY OF CENTERLINE OF LETTER S IN SIGN TITLED COLONY
 PN0662'OAKS, 13.9 FT. SOUTHEAST OF MOST WESTERLY SIGN PILLAR, 13.1 FT.
 PN0662'SOUTHWEST OF SOUTHWEST CORNER OF COLONY OAKS APARTMENT BUILDING, 7.4
 PN0662'FT. WEST OF MOST EASTERLY SIGN PILLAR, 1/2 FT. BELOW THE GROUND
 PN0662'SURFACE, 1/4 INCH SQUARE PLUG WELDED TO A 5/8 INCH DIAMETER COPPER
 PN0662'COATED STEEL ROD, 10 FT. LONG, ENCASED IN A 6 INCH DIAMETER CONCRETE
 PN0662'PIPE WITH COVER.
 PN0662
 PN0662                          STATION RECOVERY (1990)
 PN0662
 PN0662'RECOVERY NOTE BY US POWER SQUADRON 1990 (JH)
 PN0662'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0583 ***********************************************************************
 OM0583  DESIGNATION -  LSC 7 A 40
 OM0583  PID         -  OM0583
 OM0583  STATE/COUNTY-  WI/SHEBOYGAN
 OM0583  USGS QUAD   -  ELKHART LAKE (1992)
 OM0583
 OM0583                         *CURRENT SURVEY CONTROL
 OM0583  ___________________________________________________________________
 OM0583* NAD 83(1986)-  43 46 36.     (N)    088 05 00.     (W)     SCALED    
 OM0583* NAVD 88     -       298.038  (meters)     977.81   (feet)  ADJUSTED  
 OM0583  ___________________________________________________________________
 OM0583  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 OM0583  DYNAMIC HT  -         297.976 (meters)     977.61  (feet)  COMP
 OM0583  MODELED GRAV-     980,403.9   (mgal)                       NAVD 88
 OM0583
 OM0583  VERT ORDER  -  FIRST     CLASS 0
 OM0583
 OM0583.The horizontal coordinates were scaled from a topographic map and have
 OM0583.an estimated accuracy of +/- 6 seconds.
 OM0583
 OM0583.The orthometric height was determined by differential leveling
 OM0583.and adjusted by the National Geodetic Survey in June 1991..
 OM0583
 OM0583.The geoid height was determined by GEOID03.
 OM0583
 OM0583.The dynamic height is computed by dividing the NAVD 88
 OM0583.geopotential number by the normal gravity value computed on the
 OM0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0583.degrees latitude (g = 980.6199 gals.).
 OM0583
 OM0583.The modeled gravity was interpolated from observed gravity values.
 OM0583
 OM0583;                    North         East    Units  Estimated Accuracy
 OM0583;SPC WI S     -   199,150.      754,280.      MT  (+/- 180 meters Scaled)
 OM0583
 OM0583                          SUPERSEDED SURVEY CONTROL
 OM0583
 OM0583.No superseded survey control is available for this station.
 OM0583
 OM0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP128476(NAD 83)
 OM0583_MARKER: DB = BENCH MARK DISK
 OM0583_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OM0583_SP_SET: BUILDING
 OM0583_STAMPING: LSC 7A40 1974
 OM0583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0583_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0583+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 OM0583
 OM0583  HISTORY     - Date     Condition        Report By
 OM0583  HISTORY     - 1974     MONUMENTED       NOS
 OM0583  HISTORY     - 20021107 GOOD             USPSQD
 OM0583  HISTORY     - 20060429 GOOD             USPSQD
 OM0583
 OM0583                          STATION DESCRIPTION
 OM0583
 OM0583'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 OM0583'IN GREENBUSH.
 OM0583'IN GREENBUSH, 4.12 MILES EAST ALONG WISCONSIN HIGHWAY 23 FROM THE
 OM0583'FOND DU LAC COUNTY LINE AT DIVISION ROAD, OPPOSITE THE ENTRANCE TO THE
 OM0583'OLD WADE HOUSE STATE PARK, 47.0 FT. NORTHEAST OF CENTERLINE OF
 OM0583'WISCONSIN HIGHWAY 23, 27.0 FT. EAST OF A 3 INCH DIAMETER FLAGPOLE,
 OM0583'1.5 FT. SOUTHEAST SET VERTICALLY IN THE WEST CORNER OF MUNICIPAL
 OM0583'AND FIRE DEPARTMENT BUILDING, 4.0 FT. ABOVE THE GROUND AND 0.97 FT.
 OM0583'BELOW A 4 INCH CONCRETE CAP WATER TABLE.
 OM0583
 OM0583                          STATION RECOVERY (2002)
 OM0583
 OM0583'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0583'RECOVERED IN GOOD CONDITION.  STATE HIGHWAY 23 NO LONGER PASSES IN
 OM0583'FRONT OF THE OLD WADE HOUSE BECAUSE IT WAS RE-ROUTED TO THE NORTH.
 OM0583'OLD HIGHWAY 23 IS NOW NAMED PLANK ROAD IN THIS AREA.  THE FLAG POLE
 OM0583'HAS BEEN REMOVED. ACCORDING TO A RESIDENT, THE BUILDING IS NOW OWNED
 OM0583'BY THE STATE OF WISCONSIN.
 OM0583
 OM0583                          STATION RECOVERY (2006)
 OM0583
 OM0583'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRB)
 OM0583'RECOVERED IN GOOD CONDITION.  NOTE-- THE LAT/LON MEASURED BY HANDHELD
 OM0583'GPS IS 43 46 37.6 (N), 088 05 04.1 (W).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0584 ***********************************************************************
 OM0584  DESIGNATION -  LSC 7 A 41
 OM0584  PID         -  OM0584
 OM0584  STATE/COUNTY-  WI/SHEBOYGAN
 OM0584  USGS QUAD   -  ELKHART LAKE (1992)
 OM0584
 OM0584                         *CURRENT SURVEY CONTROL
 OM0584  ___________________________________________________________________
 OM0584* NAD 83(1986)-  43 46 12.     (N)    088 03 00.     (W)     SCALED    
 OM0584* NAVD 88     -       345.157  (meters)    1132.40   (feet)  ADJUSTED  
 OM0584  ___________________________________________________________________
 OM0584  GEOID HEIGHT-         -35.55  (meters)                     GEOID03
 OM0584  DYNAMIC HT  -         345.087 (meters)    1132.17  (feet)  COMP
 OM0584  MODELED GRAV-     980,406.6   (mgal)                       NAVD 88
 OM0584
 OM0584  VERT ORDER  -  FIRST     CLASS 0
 OM0584
 OM0584.The horizontal coordinates were scaled from a topographic map and have
 OM0584.an estimated accuracy of +/- 6 seconds.
 OM0584
 OM0584.The orthometric height was determined by differential leveling
 OM0584.and adjusted by the National Geodetic Survey in June 1991..
 OM0584
 OM0584.The geoid height was determined by GEOID03.
 OM0584
 OM0584.The dynamic height is computed by dividing the NAVD 88
 OM0584.geopotential number by the normal gravity value computed on the
 OM0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0584.degrees latitude (g = 980.6199 gals.).
 OM0584
 OM0584.The modeled gravity was interpolated from observed gravity values.
 OM0584
 OM0584;                    North         East    Units  Estimated Accuracy
 OM0584;SPC WI S     -   198,470.      756,980.      MT  (+/- 180 meters Scaled)
 OM0584
 OM0584                          SUPERSEDED SURVEY CONTROL
 OM0584
 OM0584.No superseded survey control is available for this station.
 OM0584
 OM0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP154468(NAD 83)
 OM0584_MARKER: I = METAL ROD
 OM0584_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OM0584_SP_SET: CULVERT
 OM0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0584+STABILITY: SURFACE MOTION
 OM0584
 OM0584  HISTORY     - Date     Condition        Report By
 OM0584  HISTORY     - 1974     MONUMENTED       NOS
 OM0584  HISTORY     - 20021107 MARK NOT FOUND   USPSQD
 OM0584
 OM0584                          STATION DESCRIPTION
 OM0584
 OM0584'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 OM0584'1.85 MI EAST FROM GREENBUSH.
 OM0584'1.85 MILES EAST ALONG WISCONSIN HIGHWAY 23 FROM THE ENTRANCE TO THE
 OM0584'OLD WADE HOUSE STATE PARK AT GREENBUSH, ON THE OPPOSITE SIDE OF
 OM0584'WISCONSIN HIGHWAY 23 FROM A GUIDE POST, 23.9 FT. SOUTH OF THE
 OM0584'CENTERLINE OF WISCONSIN HIGHWAY 23, 23.5 FT. WESTERLY FROM U.P. NO.
 OM0584'35-7, 0.6 FT. WEST FROM EAST END OF A CONCRETE CULVERT, 0.55 FT.
 OM0584'NORTH FROM THE SOUTH FACE OF THE CULVERT, 4 FT. BELOW THE ROAD LEVEL,
 OM0584'A 1/2 INCH DIAMETER BRASS ROD SET INTO THE CONCRETE, 1 INCH ABOVE THE
 OM0584'SURFACE OF THE CONCRETE.
 OM0584
 OM0584                          STATION RECOVERY (2002)
 OM0584
 OM0584'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0584'NOT RECOVERED.  STATE HIGHWAY 23 WAS WIDENED AT THIS LOCATION AND A
 OM0584'NEW GALVANIZED STEEL CULVERT WAS INSTALLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0585 ***********************************************************************
 OM0585  DESIGNATION -  LSC 7 A 42
 OM0585  PID         -  OM0585
 OM0585  STATE/COUNTY-  WI/SHEBOYGAN
 OM0585  USGS QUAD   -  ELKHART LAKE (1992)
 OM0585
 OM0585                         *CURRENT SURVEY CONTROL
 OM0585  ___________________________________________________________________
 OM0585* NAD 83(1986)-  43 45 54.     (N)    088 01 06.     (W)     SCALED    
 OM0585* NAVD 88     -       282.093  (meters)     925.50   (feet)  ADJUSTED  
 OM0585  ___________________________________________________________________
 OM0585  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 OM0585  DYNAMIC HT  -         282.036 (meters)     925.31  (feet)  COMP
 OM0585  MODELED GRAV-     980,409.8   (mgal)                       NAVD 88
 OM0585
 OM0585  VERT ORDER  -  FIRST     CLASS 0
 OM0585
 OM0585.The horizontal coordinates were scaled from a topographic map and have
 OM0585.an estimated accuracy of +/- 6 seconds.
 OM0585
 OM0585.The orthometric height was determined by differential leveling
 OM0585.and adjusted by the National Geodetic Survey in June 1991..
 OM0585
 OM0585.The geoid height was determined by GEOID03.
 OM0585
 OM0585.The dynamic height is computed by dividing the NAVD 88
 OM0585.geopotential number by the normal gravity value computed on the
 OM0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0585.degrees latitude (g = 980.6199 gals.).
 OM0585
 OM0585.The modeled gravity was interpolated from observed gravity values.
 OM0585
 OM0585;                    North         East    Units  Estimated Accuracy
 OM0585;SPC WI S     -   197,970.      759,550.      MT  (+/- 180 meters Scaled)
 OM0585
 OM0585                          SUPERSEDED SURVEY CONTROL
 OM0585
 OM0585.No superseded survey control is available for this station.
 OM0585
 OM0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP180462(NAD 83)
 OM0585_MARKER: I = METAL ROD
 OM0585_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OM0585_SP_SET: CULVERT
 OM0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0585+STABILITY: SURFACE MOTION
 OM0585
 OM0585  HISTORY     - Date     Condition        Report By
 OM0585  HISTORY     - 1974     MONUMENTED       NOS
 OM0585  HISTORY     - 20021107 MARK NOT FOUND   USPSQD
 OM0585  HISTORY     - 20031204 MARK NOT FOUND   USPSQD
 OM0585
 OM0585                          STATION DESCRIPTION
 OM0585
 OM0585'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 OM0585'3.5 MI EAST FROM GREENBUSH.
 OM0585'3.50 MILES EAST ALONG WISCONSIN HIGHWAY 23 FROM THE ENTRANCE TO THE
 OM0585'OLD WADE HOUSE STATE PARK AT GREENBUSH, 1.25 MILES WEST ALONG
 OM0585'WISCONSIN HIGHWAY 23 FROM THE WEST CITY LIMITS OF PLYMOUTH, BEYOND
 OM0585'COUNTY ROAD P, APPROXIMATELY 1000 FT. EAST OF A PRIVATE RESIDENCE
 OM0585'(FORMERLY AND OLD SCHOOL), 21.0 FT. SOUTH OF THE CENTERLINE OF
 OM0585'WISCONSIN HIGHWAY 23, 0.4 FT. WEST OF THE EAST FACE AND 0.3 FT. NORTH
 OM0585'OF THE SOUTH EDGE OF A CONCRETE CULVERT, 1 FT. BELOW ROAD SURFACE, A
 OM0585'1/2 INCH DIAMETER BRASS ROD SET INTO THE CONCRETE, 1/2 INCH ABOVE
 OM0585'CONCRETE SURFACE.
 OM0585
 OM0585                          STATION RECOVERY (2002)
 OM0585
 OM0585'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0585'NOT RECOVERED.  STATE HIGHWAY 23 HAS BEEN RE-ROUTED.  THE CULVERT
 OM0585'DESCRIBED IS NOW ON A DEAD-END ROAD NAMED VALLEY LANE, 0.1 MILE NORTH
 OM0585'OF HIGHWAY 23 AND WEST OF COUNTY ROAD P.  THE CONCRETE CULVERT WAS
 OM0585'RECOVERED BUT THE BRASS ROD WAS NOT FOUND.
 OM0585
 OM0585                          STATION RECOVERY (2003)
 OM0585
 OM0585'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0585'STATION WAS NOT FOUND.  THE CULVERT HAS BEEN REPLACED WITH A
 OM0585'GALVANIZED CULVERT PIPE.  NOTE-- IT IS EAST OF COUNTY HIGHWAY P.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0267 ***********************************************************************
 OL0267  DESIGNATION -  LSC 7 A 43
 OL0267  PID         -  OL0267
 OL0267  STATE/COUNTY-  WI/SHEBOYGAN
 OL0267  USGS QUAD   -  PLYMOUTH SOUTH (1974)
 OL0267
 OL0267                         *CURRENT SURVEY CONTROL
 OL0267  ___________________________________________________________________
 OL0267* NAD 83(1986)-  43 44 51.     (N)    087 58 47.     (W)     SCALED    
 OL0267* NAVD 88     -       260.632  (meters)     855.09   (feet)  ADJUSTED  
 OL0267  ___________________________________________________________________
 OL0267  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 OL0267  DYNAMIC HT  -         260.578 (meters)     854.91  (feet)  COMP
 OL0267  MODELED GRAV-     980,405.1   (mgal)                       NAVD 88
 OL0267
 OL0267  VERT ORDER  -  FIRST     CLASS 0
 OL0267
 OL0267.The horizontal coordinates were scaled from a topographic map and have
 OL0267.an estimated accuracy of +/- 6 seconds.
 OL0267
 OL0267.The orthometric height was determined by differential leveling
 OL0267.and adjusted by the National Geodetic Survey in June 1991..
 OL0267
 OL0267.The geoid height was determined by GEOID03.
 OL0267
 OL0267.The dynamic height is computed by dividing the NAVD 88
 OL0267.geopotential number by the normal gravity value computed on the
 OL0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0267.degrees latitude (g = 980.6199 gals.).
 OL0267
 OL0267.The modeled gravity was interpolated from observed gravity values.
 OL0267
 OL0267;                    North         East    Units  Estimated Accuracy
 OL0267;SPC WI S     -   196,100.      762,700.      MT  (+/- 180 meters Scaled)
 OL0267
 OL0267                          SUPERSEDED SURVEY CONTROL
 OL0267
 OL0267  NGVD 29 (??/??/92)  260.615  (m)          855.03   (f) ADJ UNCH    1 0
 OL0267
 OL0267.Superseded values are not recommended for survey control.
 OL0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0267.See file dsdata.txt to determine how the superseded data were derived.
 OL0267
 OL0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP211442(NAD 83)
 OL0267_MARKER: B = BOLT
 OL0267_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OL0267_SP_SET: SIGNAL SUPPORT
 OL0267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OL0267
 OL0267  HISTORY     - Date     Condition        Report By
 OL0267  HISTORY     - 1974     MONUMENTED       NOS
 OL0267  HISTORY     - 20021108 GOOD             USPSQD
 OL0267  HISTORY     - 20060429 GOOD             USPSQD
 OL0267
 OL0267                          STATION DESCRIPTION
 OL0267
 OL0267'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 OL0267'0.80 MI EAST FROM PLYMOUTH.
 OL0267'0.80 MILE EAST ALONG WISCONSIN HIGHWAY 23 (WESTERN AVENUE) FROM THE
 OL0267'WEST CITY LIMITS OF PLYMOUTH, TO ITS JUNCTION WITH WEST ELIZABETH ST.,
 OL0267'ON WEST ELIZABETH STREET AT NORTHEAST CORNER OF A SHELL SERVICE
 OL0267'STATION, 70.8 FT. WEST OF RAILROAD SIGNAL EAST OF THE TRACKS, 45.4
 OL0267'FT. EAST OF MOST EASTERLY OF MAIN TRACK, 21.5 FT. SOUTH OF
 OL0267'CENTERLINE OF WEST ELIZABETH STREET, 6.05 FT. EAST OF U.P. NO. E 150,
 OL0267'1 FT. ABOVE THE GROUND, A CROSS CUT IN CENTER OF A 3/4 INCH DIAMETER
 OL0267'BOLT IN THE RAILROAD SIGNAL SUPPORT.
 OL0267
 OL0267                          STATION RECOVERY (2002)
 OL0267
 OL0267'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OL0267'RECOVERED IN GOOD CONDITION.  THE NEW HIGHWAY 23 BY-PASSES PLYMOUTH.
 OL0267'OLD HIGHWAY 23 IS LABELED COUNTY HIGHWAY C.  THE STATION IS LOCATED
 OL0267'BETWEEN COUNTY C (WESTERN AVENUE) AND HIGHWAY 67 (MILWAUKEE STREET) ON
 OL0267'THE SOUTH SIDE OF ELIZABETH STREET ADJACENT TO A CONCRETE BLOCK
 OL0267'BUILDING THAT FORMERLY WAS A GAS STATION.
 OL0267
 OL0267                          STATION RECOVERY (2006)
 OL0267
 OL0267'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRB)
 OL0267'RECOVERED IN GOOD CONDITION.  NOTE-- THE LAT/LON BY HANDHELD GPS IS 43
 OL0267'44 59.6 (N), 087 58 55.3 (W).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0268 ***********************************************************************
 OL0268  DESIGNATION -  LSC 7 A 44
 OL0268  PID         -  OL0268
 OL0268  STATE/COUNTY-  WI/SHEBOYGAN
 OL0268  USGS QUAD   -  PLYMOUTH SOUTH (1974)
 OL0268
 OL0268                         *CURRENT SURVEY CONTROL
 OL0268  ___________________________________________________________________
 OL0268* NAD 83(1986)-  43 44 48.     (N)    087 56 30.     (W)     SCALED    
 OL0268* NAVD 88     -       240.676  (meters)     789.62   (feet)  ADJUSTED  
 OL0268  ___________________________________________________________________
 OL0268  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 OL0268  DYNAMIC HT  -         240.627 (meters)     789.46  (feet)  COMP
 OL0268  MODELED GRAV-     980,408.3   (mgal)                       NAVD 88
 OL0268
 OL0268  VERT ORDER  -  FIRST     CLASS 0
 OL0268
 OL0268.The horizontal coordinates were scaled from a topographic map and have
 OL0268.an estimated accuracy of +/- 6 seconds.
 OL0268
 OL0268.The orthometric height was determined by differential leveling
 OL0268.and adjusted by the National Geodetic Survey in June 1991..
 OL0268
 OL0268.The geoid height was determined by GEOID03.
 OL0268
 OL0268.The dynamic height is computed by dividing the NAVD 88
 OL0268.geopotential number by the normal gravity value computed on the
 OL0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0268.degrees latitude (g = 980.6199 gals.).
 OL0268
 OL0268.The modeled gravity was interpolated from observed gravity values.
 OL0268
 OL0268;                    North         East    Units  Estimated Accuracy
 OL0268;SPC WI S     -   196,090.      765,770.      MT  (+/- 180 meters Scaled)
 OL0268
 OL0268                          SUPERSEDED SURVEY CONTROL
 OL0268
 OL0268  NGVD 29 (??/??/92)  240.658  (m)          789.56   (f) ADJ UNCH    1 0
 OL0268
 OL0268.Superseded values are not recommended for survey control.
 OL0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0268.See file dsdata.txt to determine how the superseded data were derived.
 OL0268
 OL0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP241441(NAD 83)
 OL0268_MARKER: DB = BENCH MARK DISK
 OL0268_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OL0268_SP_SET: SUPPORT PILLAR
 OL0268_STAMPING: LSC 7A44 1974
 OL0268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0268
 OL0268  HISTORY     - Date     Condition        Report By
 OL0268  HISTORY     - 1974     MONUMENTED       NOS
 OL0268  HISTORY     - 20021108 MARK NOT FOUND   USPSQD
 OL0268
 OL0268                          STATION DESCRIPTION
 OL0268
 OL0268'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 OL0268'2.81 MI EAST FROM PLYMOUTH.
 OL0268'2.81 MILES EAST ALONG WISCONSIN HIGHWAY 23 FROM THE WESTERN CITY
 OL0268'LIMITS OF PLYMOUTH, 1.7 MILES EAST OF INTERSECTION OF COUNTY ROAD E
 OL0268'(NORTH) AND COUNTY ROAD A.C. (SOUTH), 0.65 MILE WEST OF THE
 OL0268'INTERSECTION OF COUNTY ROAD M SET VERTICALLY IN THE NORTH FACE OF THE
 OL0268'SOUTHWEST ONE OF 6 SUPPORT PILLARS OF WISCONSIN HIGHWAY 57 OVER
 OL0268'WISCONSIN HIGHWAY 23, 24.5 FT. SOUTH OF CENTERLINE OF EASTBOUND
 OL0268'WISCONSIN HIGHWAY 23, 10.3 FT. SOUTH OF SOUTH EDGE OF PAVEMENT, 1.5
 OL0268'FT. EAST OF WEST FACE AND 1.5 FT. WEST OF EAST FACE OF PILLAR, 4.4
 OL0268'FT. ABOVE THE GROUND.
 OL0268
 OL0268                          STATION RECOVERY (2002)
 OL0268
 OL0268'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OL0268'NOT RECOVERED.  NEW HIGHWAY 23 BY-PASSES PLYMOUTH TO THE NORTH. OLD
 OL0268'HIGHWAY 23 IS LABELED COUNTY HIGHWAY C (BUSINESS 23).  THE
 OL0268'INTERSECTION OF HIGHWAY 57 AND COUNTY C NO LONGER HAS AN OVERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0270 ***********************************************************************
 OL0270  DESIGNATION -  LSC 7 A 45
 OL0270  PID         -  OL0270
 OL0270  STATE/COUNTY-  WI/SHEBOYGAN
 OL0270  USGS QUAD   -  PLYMOUTH SOUTH (1974)
 OL0270
 OL0270                         *CURRENT SURVEY CONTROL
 OL0270  ___________________________________________________________________
 OL0270* NAD 83(1986)-  43 44 43.     (N)    087 52 51.     (W)     SCALED    
 OL0270* NAVD 88     -       230.572  (meters)     756.47   (feet)  ADJUSTED  
 OL0270  ___________________________________________________________________
 OL0270  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 OL0270  DYNAMIC HT  -         230.526 (meters)     756.32  (feet)  COMP
 OL0270  MODELED GRAV-     980,414.0   (mgal)                       NAVD 88
 OL0270
 OL0270  VERT ORDER  -  FIRST     CLASS 0
 OL0270
 OL0270.The horizontal coordinates were scaled from a topographic map and have
 OL0270.an estimated accuracy of +/- 6 seconds.
 OL0270
 OL0270.The orthometric height was determined by differential leveling
 OL0270.and adjusted by the National Geodetic Survey in June 1991..
 OL0270
 OL0270.The geoid height was determined by GEOID03.
 OL0270
 OL0270.The dynamic height is computed by dividing the NAVD 88
 OL0270.geopotential number by the normal gravity value computed on the
 OL0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0270.degrees latitude (g = 980.6199 gals.).
 OL0270
 OL0270.The modeled gravity was interpolated from observed gravity values.
 OL0270
 OL0270;                    North         East    Units  Estimated Accuracy
 OL0270;SPC WI S     -   196,060.      770,670.      MT  (+/- 180 meters Scaled)
 OL0270
 OL0270                          SUPERSEDED SURVEY CONTROL
 OL0270
 OL0270.No superseded survey control is available for this station.
 OL0270
 OL0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP290439(NAD 83)
 OL0270_MARKER: I = METAL ROD
 OL0270_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OL0270_SP_SET: CULVERT
 OL0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0270+STABILITY: SURFACE MOTION
 OL0270
 OL0270  HISTORY     - Date     Condition        Report By
 OL0270  HISTORY     - 1974     MONUMENTED       NOS
 OL0270  HISTORY     - 20021108 MARK NOT FOUND   USPSQD
 OL0270
 OL0270                          STATION DESCRIPTION
 OL0270
 OL0270'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 OL0270'2.63 MI WEST FROM SHEBOYGAN FALLS.
 OL0270'2.63 MILES WEST ALONG WISCONSIN HIGHWAY 23 FROM THE WEST CITY LIMITS
 OL0270'OF SHEBOYGAN FALLS, 1 MILE WEST OF SUNSET ROAD, 0.4 MILE EAST OF
 OL0270'HILLSIDE ROAD, AT SOUTHWEST CORNER OF INTERSECTION OF BRIDGEWOOD RD.,
 OL0270'35 FT. SOUTH OF CENTERLINE OF WISCONSIN HIGHWAY 23, 12.9 FT. WEST OF
 OL0270'CENTERLINE OF BRIDGEWOOD ROAD, 0.9 FT. SOUTH OF NORTH FACE AND 0.5
 OL0270'FT. EAST OF WEST FACE OF A 9-1/2 FT. LONE CONCRETE CULVERT, 1/2 INCH
 OL0270'ABOVE THE SURFACE OF THE CONCRETE CULVERT, A 1/2 INCH DIAMETER BRASS
 OL0270'ROD.
 OL0270
 OL0270                          STATION RECOVERY (2002)
 OL0270
 OL0270'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OL0270'NOT RECOVERED.  A NEW LIMITED ACCESS 4-LANE HIGHWAY 23 WAS BUILT IN
 OL0270'APPROX. 1985.  IT IS ROUGHLY PARALLEL TO AND NORTH OF OLD HIGHWAY 23.
 OL0270'OLD HIGHWAY 23 IS NOW LABELED COUNTY HIGHWAY C.  THE POSITION
 OL0270'DESCRIBED IN 1974 PLACES THE CULVERT FACE UNDER THE SHOULDER OF THE
 OL0270'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0271 ***********************************************************************
 OL0271  DESIGNATION -  LSC 7 A 46
 OL0271  PID         -  OL0271
 OL0271  STATE/COUNTY-  WI/SHEBOYGAN
 OL0271  USGS QUAD   -  SHEBOYGAN FALLS (1994)
 OL0271
 OL0271                         *CURRENT SURVEY CONTROL
 OL0271  ___________________________________________________________________
 OL0271* NAD 83(1986)-  43 44 12.     (N)    087 50 30.     (W)     SCALED    
 OL0271* NAVD 88     -       209.657  (meters)     687.85   (feet)  ADJUSTED  
 OL0271  ___________________________________________________________________
 OL0271  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 OL0271  DYNAMIC HT  -         209.615 (meters)     687.71  (feet)  COMP
 OL0271  MODELED GRAV-     980,417.4   (mgal)                       NAVD 88
 OL0271
 OL0271  VERT ORDER  -  FIRST     CLASS 0
 OL0271
 OL0271.The horizontal coordinates were scaled from a topographic map and have
 OL0271.an estimated accuracy of +/- 6 seconds.
 OL0271
 OL0271.The orthometric height was determined by differential leveling
 OL0271.and adjusted by the National Geodetic Survey in June 1991..
 OL0271
 OL0271.The geoid height was determined by GEOID03.
 OL0271
 OL0271.The dynamic height is computed by dividing the NAVD 88
 OL0271.geopotential number by the normal gravity value computed on the
 OL0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0271.degrees latitude (g = 980.6199 gals.).
 OL0271
 OL0271.The modeled gravity was interpolated from observed gravity values.
 OL0271
 OL0271;                    North         East    Units  Estimated Accuracy
 OL0271;SPC WI S     -   195,180.      773,850.      MT  (+/- 180 meters Scaled)
 OL0271
 OL0271                          SUPERSEDED SURVEY CONTROL
 OL0271
 OL0271.No superseded survey control is available for this station.
 OL0271
 OL0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP322429(NAD 83)
 OL0271_MARKER: X = CHISELED CROSS
 OL0271_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OL0271_SP_SET: ABUTMENT
 OL0271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0271
 OL0271  HISTORY     - Date     Condition        Report By
 OL0271  HISTORY     - 1974     MONUMENTED       NOS
 OL0271  HISTORY     - 20021108 MARK NOT FOUND   USPSQD
 OL0271
 OL0271                          STATION DESCRIPTION
 OL0271
 OL0271'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 OL0271'0.75 MI WEST FROM SHEBOYGAN.
 OL0271'0.75 MILE WEST ALONG WISCONSIN HIGHWAY 23 FROM THE WEST CITY LIMITS OF
 OL0271'SHEBOYGAN FALLS, 0.38 MILE EAST OF TOWN HALL ROAD PAST MEADOWLARK RD.
 OL0271'ALONG WISCONSIN HIGHWAY 23 TO THE BRIDGE OVER THE SHEBOYGAN RIVER,
 OL0271'19.2 FT. SOUGHWEST OF CENTERLINE OF WISCONSIN HIGHWAY 23, ON
 OL0271'SOUTHWESTERLY ABUTMENT AT BASE OF BRIDGE GUARD RAIL, 2.05 FT. EAST
 OL0271'OF WEST FACE OF ABUTMENT, 1.2 FT. NORTHWEST OF SOUTHEAST FACE OF
 OL0271'ABUTMENT, A CROSS CUT IN TOP OF A SUPPORT BOLT.
 OL0271
 OL0271                          STATION RECOVERY (2002)
 OL0271
 OL0271'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OL0271'NOT RECOVERED. A NEW BRIDGE WAS BUILT IN 1985.  A WIDT DISK IS
 OL0271'POSITIONED ON TOP OF THE SOUTHWEST WING WALL 8 INCHES SOUTHWEST OF THE
 OL0271'BRIDGE FACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0272 ***********************************************************************
 OL0272  DESIGNATION -  LSC 7 A 47
 OL0272  PID         -  OL0272
 OL0272  STATE/COUNTY-  WI/SHEBOYGAN
 OL0272  USGS QUAD   -  SHEBOYGAN FALLS (1994)
 OL0272
 OL0272                         *CURRENT SURVEY CONTROL
 OL0272  ___________________________________________________________________
 OL0272* NAD 83(1986)-  43 44 18.     (N)    087 47 25.     (W)     SCALED    
 OL0272* NAVD 88     -       207.060  (meters)     679.33   (feet)  ADJUSTED  
 OL0272  ___________________________________________________________________
 OL0272  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 OL0272  DYNAMIC HT  -         207.021 (meters)     679.20  (feet)  COMP
 OL0272  MODELED GRAV-     980,422.6   (mgal)                       NAVD 88
 OL0272
 OL0272  VERT ORDER  -  FIRST     CLASS 0
 OL0272
 OL0272.The horizontal coordinates were scaled from a topographic map and have
 OL0272.an estimated accuracy of +/- 6 seconds.
 OL0272
 OL0272.The orthometric height was determined by differential leveling
 OL0272.and adjusted by the National Geodetic Survey in June 1991..
 OL0272
 OL0272.The geoid height was determined by GEOID03.
 OL0272
 OL0272.The dynamic height is computed by dividing the NAVD 88
 OL0272.geopotential number by the normal gravity value computed on the
 OL0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0272.degrees latitude (g = 980.6199 gals.).
 OL0272
 OL0272.The modeled gravity was interpolated from observed gravity values.
 OL0272
 OL0272;                    North         East    Units  Estimated Accuracy
 OL0272;SPC WI S     -   195,470.      777,980.      MT  (+/- 180 meters Scaled)
 OL0272
 OL0272                          SUPERSEDED SURVEY CONTROL
 OL0272
 OL0272.No superseded survey control is available for this station.
 OL0272
 OL0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP363431(NAD 83)
 OL0272_MARKER: I = METAL ROD
 OL0272_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OL0272_SP_SET: COPPER-CLAD STEEL ROD
 OL0272_PROJECTION: RECESSED 20 CENTIMETERS
 OL0272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0272_ROD/PIPE-DEPTH: 3.66 meters
 OL0272
 OL0272  HISTORY     - Date     Condition        Report By
 OL0272  HISTORY     - 1974     MONUMENTED       NOS
 OL0272  HISTORY     - 20031206 MARK NOT FOUND   USPSQD
 OL0272
 OL0272                          STATION DESCRIPTION
 OL0272
 OL0272'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 OL0272'IN KOHLER.
 OL0272'IN KOHLER, AT THE WEST VILLAGE LIMITS ON WISCONSIN HIGHWAY 23 (KOHLER
 OL0272'MEMORIAL DRIVE) WHERE WISCONSIN HIGHWAY 23 IS INTERSECTED BY WOODLAND
 OL0272'ROAD ON THE NORTH AND VALLEY ROAD ON THE SOUTH, IN THE INTERSECTIONS
 OL0272'SOUTHEAST CORNER, IN THE WESTERN EXTENT OF AN ISLAND SEPARATING
 OL0272'WISCONSIN HIGHWAY 23 FROM A PARALLEL RESIDENTIAL STREET (UPPER ROAD),
 OL0272'53.6 FT. EAST OF CENTERLINE OF VALLEY ROAD, 34.4 FT. SOUTH OF
 OL0272'CENTERLINE OF WISCONSIN HIGHWAY 23, 19.6 FT. SOUTH OF NORTH FACE OF
 OL0272'ISLAND CURB, 18.8 FT. NORTH OF CENTERLINE OF UPPER ROAD, 10.4 FT. EAST
 OL0272'OF DRAIN INLET, 5.5 FT. WEST OF FIRE PLUG, 3.15 FT. NORTH OF OUTER
 OL0272'FACE OF ISLANDS SOUTH CURB, 8 INCHES BELOW THE GROUND SURFACE ENCASED
 OL0272'BY A CONCRETE PIPE WITH COVER, A 1/4 INCH BRASS CAP SET ON TOP OF A
 OL0272'5/8 INCH DIAMETER COPPER COATED ROD, 12-1/2 FT. LONG.
 OL0272
 OL0272                          STATION RECOVERY (2003)
 OL0272
 OL0272'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OL0272'NOT FOUND - THE STATION MAY BE TOO DEEP UNDER THE GROUND SURFACE.
 OL0272'NOTE-- HIGHWAY 23 WAS RE-ROUTED FURTHER NORTH IN ABOUT 1990.  OLD
 OL0272'HIGHWAY 23 IS NOW GREENFIELD DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0273 ***********************************************************************
 OL0273  DESIGNATION -  LSC 7 A 48
 OL0273  PID         -  OL0273
 OL0273  STATE/COUNTY-  WI/SHEBOYGAN
 OL0273  USGS QUAD   -  HOWARDS GROVE (1994)
 OL0273
 OL0273                         *CURRENT SURVEY CONTROL
 OL0273  ___________________________________________________________________
 OL0273* NAD 83(1986)-  43 45 12.     (N)    087 45 37.     (W)     SCALED    
 OL0273* NAVD 88     -       199.935  (meters)     655.95   (feet)  ADJUSTED  
 OL0273  ___________________________________________________________________
 OL0273  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 OL0273  DYNAMIC HT  -         199.897 (meters)     655.83  (feet)  COMP
 OL0273  MODELED GRAV-     980,426.9   (mgal)                       NAVD 88
 OL0273
 OL0273  VERT ORDER  -  FIRST     CLASS 0
 OL0273
 OL0273.The horizontal coordinates were scaled from a topographic map and have
 OL0273.an estimated accuracy of +/- 6 seconds.
 OL0273
 OL0273.The orthometric height was determined by differential leveling
 OL0273.and adjusted by the National Geodetic Survey in June 1991..
 OL0273
 OL0273.The geoid height was determined by GEOID03.
 OL0273
 OL0273.The dynamic height is computed by dividing the NAVD 88
 OL0273.geopotential number by the normal gravity value computed on the
 OL0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0273.degrees latitude (g = 980.6199 gals.).
 OL0273
 OL0273.The modeled gravity was interpolated from observed gravity values.
 OL0273
 OL0273;                    North         East    Units  Estimated Accuracy
 OL0273;SPC WI S     -   197,200.      780,350.      MT  (+/- 180 meters Scaled)
 OL0273
 OL0273                          SUPERSEDED SURVEY CONTROL
 OL0273
 OL0273  NGVD 29 (??/??/92)  199.968  (m)          656.06   (f) ADJ UNCH    1 0
 OL0273
 OL0273.Superseded values are not recommended for survey control.
 OL0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0273.See file dsdata.txt to determine how the superseded data were derived.
 OL0273
 OL0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP387447(NAD 83)
 OL0273_MARKER: DB = BENCH MARK DISK
 OL0273_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OL0273_SP_SET: OVERPASS PILLAR
 OL0273_STAMPING: LSC 7A48 1974
 OL0273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0273
 OL0273  HISTORY     - Date     Condition        Report By
 OL0273  HISTORY     - 1974     MONUMENTED       NOS
 OL0273  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 OL0273  HISTORY     - 20021119 MARK NOT FOUND   USPSQD
 OL0273  HISTORY     - 20040329 MARK NOT FOUND   USPSQD
 OL0273
 OL0273                          STATION DESCRIPTION
 OL0273
 OL0273'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 OL0273'0.5 MI WEST FROM SHEBOYAN.
 OL0273'0.5 MILE WEST ALONG WISCONSIN HIGHWAY 23 FROM THE WEST CITY LIMITS OF
 OL0273'SHEBOYGAN, SET VERTICALLY IN THE SOUTHEAST FACE OF PILLAR SUPPORTING
 OL0273'THE U.S. HIGHWAY 141 OVERPASS ON WISCONSIN HIGHWAY 23, 25.5 FT. NORTH
 OL0273'OF CENTERLINE OF THE EASTBOUND TRAFFIC LANE OF DIVIDED HIGHWAY, 10
 OL0273'FT. SOUTHWEST OF NORTHWEST FACE AND 10 FT. NORTHEAST OF SOUTHWEST FACE
 OL0273'OF PILLAR, AND 3 FT. ABOVE THE GROUND SURFACE.
 OL0273
 OL0273                          STATION RECOVERY (1994)
 OL0273
 OL0273'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0273'MARK NOT FOUND.
 OL0273
 OL0273                          STATION RECOVERY (2002)
 OL0273
 OL0273'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OL0273'NOT FOUND. THERE NO LONGER IS A HIGHWAY 141, HIGHWAY 23 OVERPASS.
 OL0273'HIGHWAY 141 WAS REPLACED BY INTERSTATE HIGHWAY 43 AND HIGHWAY 23 WAS
 OL0273'REBUILT.
 OL0273
 OL0273                          STATION RECOVERY (2004)
 OL0273
 OL0273'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 OL0273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0669 ***********************************************************************
 PN0669  DESIGNATION -  LSC 7 A 5
 PN0669  PID         -  PN0669
 PN0669  STATE/COUNTY-  WI/OUTAGAMIE
 PN0669  USGS QUAD   -  NEENAH (1992)
 PN0669
 PN0669                         *CURRENT SURVEY CONTROL
 PN0669  ___________________________________________________________________
 PN0669* NAD 83(1986)-  44 14 54.     (N)    088 24 12.     (W)     SCALED    
 PN0669* NAVD 88     -       240.919  (meters)     790.42   (feet)  ADJUSTED  
 PN0669  ___________________________________________________________________
 PN0669  GEOID HEIGHT-         -36.26  (meters)                     GEOID03
 PN0669  DYNAMIC HT  -         240.878 (meters)     790.28  (feet)  COMP
 PN0669  MODELED GRAV-     980,445.2   (mgal)                       NAVD 88
 PN0669
 PN0669  VERT ORDER  -  FIRST     CLASS 0
 PN0669
 PN0669.The horizontal coordinates were scaled from a topographic map and have
 PN0669.an estimated accuracy of +/- 6 seconds.
 PN0669
 PN0669.The orthometric height was determined by differential leveling
 PN0669.and adjusted by the National Geodetic Survey in June 1991..
 PN0669
 PN0669.The geoid height was determined by GEOID03.
 PN0669
 PN0669.The dynamic height is computed by dividing the NAVD 88
 PN0669.geopotential number by the normal gravity value computed on the
 PN0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0669.degrees latitude (g = 980.6199 gals.).
 PN0669
 PN0669.The modeled gravity was interpolated from observed gravity values.
 PN0669
 PN0669;                    North         East    Units  Estimated Accuracy
 PN0669;SPC WI C     -    47,370.      727,520.      MT  (+/- 180 meters Scaled)
 PN0669
 PN0669                          SUPERSEDED SURVEY CONTROL
 PN0669
 PN0669.No superseded survey control is available for this station.
 PN0669
 PN0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ879004(NAD 83)
 PN0669_MARKER: DB = BENCH MARK DISK
 PN0669_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PN0669_SP_SET: BUILDING
 PN0669_STAMPING: LSC 7A5 1974
 PN0669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0669_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0669+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2004
 PN0669
 PN0669  HISTORY     - Date     Condition        Report By
 PN0669  HISTORY     - 1974     MONUMENTED       NOS
 PN0669  HISTORY     - 20011006 GOOD             USPSQD
 PN0669  HISTORY     - 20030625 GOOD             USPSQD
 PN0669  HISTORY     - 20040725 GOOD             USPSQD
 PN0669
 PN0669                          STATION DESCRIPTION
 PN0669
 PN0669'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0669'IN APPLETON.
 PN0669'IN APPLETON, SOUTH OF THE FOX RIVER, EAST OF THE JUNCTION OF WEST
 PN0669'SEYMOUR ST. WITH ONEIDA ST., 215 FT. EAST OF THE CENTERLINE OF SOUTH
 PN0669'ONEIDA ST., SET VERTICALLY IN THE SOUTH FACE OF THE ST. ELIZABETH
 PN0669'HOSPITAL, 69.8 FT. WEST OF THE SOUTHWEST CORNER, 4.3 FT. ABOVE
 PN0669'GROUND.
 PN0669
 PN0669                          STATION RECOVERY (2001)
 PN0669
 PN0669'RECOVERY NOTE BY US POWER SQUADRON 2001 (JMK)
 PN0669'RECOVERED IN GOOD CONDITION.
 PN0669
 PN0669                          STATION RECOVERY (2003)
 PN0669
 PN0669'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0669'RECOVERED IN GOOD CONDITION.
 PN0669
 PN0669                          STATION RECOVERY (2004)
 PN0669
 PN0669'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN0669'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 69.8 FEET EAST OF
 PN0669'THE SOUTHWEST CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0677 ***********************************************************************
 PN0677  DESIGNATION -  LSC 7 A 6
 PN0677  PID         -  PN0677
 PN0677  STATE/COUNTY-  WI/WINNEBAGO
 PN0677  USGS QUAD   -  NEENAH (1992)
 PN0677
 PN0677                         *CURRENT SURVEY CONTROL
 PN0677  ___________________________________________________________________
 PN0677* NAD 83(1986)-  44 11 11.     (N)    088 27 36.     (W)     SCALED    
 PN0677* NAVD 88     -       229.085  (meters)     751.59   (feet)  ADJUSTED  
 PN0677  ___________________________________________________________________
 PN0677  GEOID HEIGHT-         -36.30  (meters)                     GEOID03
 PN0677  DYNAMIC HT  -         229.044 (meters)     751.46  (feet)  COMP
 PN0677  MODELED GRAV-     980,437.0   (mgal)                       NAVD 88
 PN0677
 PN0677  VERT ORDER  -  SECOND    CLASS I
 PN0677
 PN0677.The horizontal coordinates were scaled from a topographic map and have
 PN0677.an estimated accuracy of +/- 6 seconds.
 PN0677
 PN0677.The orthometric height was determined by differential leveling
 PN0677.and adjusted by the National Geodetic Survey in May 2003..
 PN0677
 PN0677.The geoid height was determined by GEOID03.
 PN0677
 PN0677.The dynamic height is computed by dividing the NAVD 88
 PN0677.geopotential number by the normal gravity value computed on the
 PN0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0677.degrees latitude (g = 980.6199 gals.).
 PN0677
 PN0677.The modeled gravity was interpolated from observed gravity values.
 PN0677
 PN0677;                    North         East    Units  Estimated Accuracy
 PN0677;SPC WI S     -   244,040.      723,130.      MT  (+/- 180 meters Scaled)
 PN0677
 PN0677                          SUPERSEDED SURVEY CONTROL
 PN0677
 PN0677  NAVD 88 (06/15/91)  229.078  (m)          751.57   (f) UNKNOWN     1 0
 PN0677
 PN0677.Superseded values are not recommended for survey control.
 PN0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0677.See file dsdata.txt to determine how the superseded data were derived.
 PN0677
 PN0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP833936(NAD 83)
 PN0677_MARKER: DB = BENCH MARK DISK
 PN0677_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PN0677_SP_SET: BRIDGE ABUTMENT
 PN0677_STAMPING: LSC 7 A 6 1974
 PN0677_MARK LOGO: NOS   
 PN0677_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN0677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0677+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2005
 PN0677
 PN0677  HISTORY     - Date     Condition        Report By
 PN0677  HISTORY     - 1974     MONUMENTED       NOS
 PN0677  HISTORY     - 1990     GOOD             USPSQD
 PN0677  HISTORY     - 20010709 GOOD             WIDT
 PN0677  HISTORY     - 20031212 GOOD             USPSQD
 PN0677  HISTORY     - 20050706 GOOD             WIDT
 PN0677
 PN0677                          STATION DESCRIPTION
 PN0677
 PN0677'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0677'IN NEENAH.
 PN0677'IN NEENAH, 300 FT. NORTH OF THE INTERSECTION OF CHICAGO AND NORTH
 PN0677'WESTERN RAILWAY TRACKS AND WISCONSIN AVENUE, 74 FT. NORTHERLY OF
 PN0677'SWITCHBOX, 13.8 FT. EASTERLY OF WEST FACE OF BRIDGE ABUTMENT, 9.9
 PN0677'FT. WEST OF MOST WESTERLY RAIL SET 0.9 FT. SOUTH OF NORTHEAST AND
 PN0677'0.7 FT. NORTH OF SOUTH FACE OF THE CONCRETE ABUTMENT.
 PN0677
 PN0677                          STATION RECOVERY (1990)
 PN0677
 PN0677'RECOVERY NOTE BY US POWER SQUADRON 1990 (DAK)
 PN0677'RECOVERED IN GOOD CONDITION.
 PN0677
 PN0677                          STATION RECOVERY (2001)
 PN0677
 PN0677'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PN0677'RECOVERED AS DESCRIBED.
 PN0677
 PN0677                          STATION RECOVERY (2003)
 PN0677
 PN0677'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0677'RECOVERED IN GOOD CONDITION.  FROM COMMERCIAL AVENUE IN NEENAH SOUTH
 PN0677'OF THE BRIDGE, GO EAST FOR 0.1 MILE ON WISCONSIN AVENUE TO THE --ONE
 PN0677'NEENAH CENTER-- TO THE NORTH.  TURN NORTH INTO THE PARKING LOT AND GO
 PN0677'TO THE NORTHEAST CORNER OF THE PARKING LOT AND THE RAILROAD BRIDE AND
 PN0677'STATION CLOSE BY.
 PN0677
 PN0677                          STATION RECOVERY (2005)
 PN0677
 PN0677'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PN0677'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0692 ***********************************************************************
 PN0692  DESIGNATION -  LSC 7 A 7
 PN0692  PID         -  PN0692
 PN0692  STATE/COUNTY-  WI/WINNEBAGO
 PN0692  USGS QUAD   -  OSHKOSH (1992)
 PN0692
 PN0692                         *CURRENT SURVEY CONTROL
 PN0692  ___________________________________________________________________
 PN0692* NAD 83(1986)-  44 05 54.     (N)    088 30 12.     (W)     SCALED    
 PN0692* NAVD 88     -       236.707  (meters)     776.60   (feet)  ADJUSTED  
 PN0692  ___________________________________________________________________
 PN0692  GEOID HEIGHT-         -36.28  (meters)                     GEOID03
 PN0692  DYNAMIC HT  -         236.663 (meters)     776.45  (feet)  COMP
 PN0692  MODELED GRAV-     980,428.4   (mgal)                       NAVD 88
 PN0692
 PN0692  VERT ORDER  -  FIRST     CLASS 0
 PN0692
 PN0692.The horizontal coordinates were scaled from a topographic map and have
 PN0692.an estimated accuracy of +/- 6 seconds.
 PN0692
 PN0692.The orthometric height was determined by differential leveling
 PN0692.and adjusted by the National Geodetic Survey in June 1991..
 PN0692
 PN0692.The geoid height was determined by GEOID03.
 PN0692
 PN0692.The dynamic height is computed by dividing the NAVD 88
 PN0692.geopotential number by the normal gravity value computed on the
 PN0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0692.degrees latitude (g = 980.6199 gals.).
 PN0692
 PN0692.The modeled gravity was interpolated from observed gravity values.
 PN0692
 PN0692;                    North         East    Units  Estimated Accuracy
 PN0692;SPC WI S     -   234,190.      719,840.      MT  (+/- 180 meters Scaled)
 PN0692
 PN0692                          SUPERSEDED SURVEY CONTROL
 PN0692
 PN0692.No superseded survey control is available for this station.
 PN0692
 PN0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP796838(NAD 83)
 PN0692_MARKER: I = METAL ROD
 PN0692_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PN0692_SP_SET: COPPER-CLAD STEEL ROD
 PN0692_PROJECTION: RECESSED 3 CENTIMETERS
 PN0692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0692_ROD/PIPE-DEPTH: 3.05 meters
 PN0692
 PN0692  HISTORY     - Date     Condition        Report By
 PN0692  HISTORY     - 1974     MONUMENTED       NOS
 PN0692  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 PN0692  HISTORY     - 20031212 MARK NOT FOUND   USPSQD
 PN0692
 PN0692                          STATION DESCRIPTION
 PN0692
 PN0692'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0692'2.3 MI NORTH FROM WINNEBAGO.
 PN0692'2.3 MILES NORTH ALONG COUNTY ROAD A FROM THE INTERSECTION OF ROAD
 PN0692'LEADING TO COUNTY HOSPITAL (BUTLER ROAD) IN WINNEBAGO, AT THE
 PN0692'NORTHWEST CORNER AND 154 FT. NORTHWEST OF THE INTERSECTION OF INDIAN
 PN0692'POINT ROAD, 128 FT. NORTH OF THE CENTERLINE OF INDIAN POINT ROAD, 80.9
 PN0692'FT. EASTERLY OF U.P. NO. 1917, 27.5 FT. SOUTH OF WEST CORNER AND 16.4
 PN0692'FT. SOUTHWEST OF SOUTH CORNER OF THE VILAND BRANCH OF FIRST NATIONAL
 PN0692'BANK OF NEENAH, IN LINE WITH SOUTHEAST FACE OF BUILDING, 3/4 FT. BELOW
 PN0692'GROUND SURFACE, A BRASS PLUG WELDED TO A 5/8 INCH DIAMETER COPPER
 PN0692'COATED STEEL ROD, 10 FT. LONG, ENCASED IN A 6 INCH DIAMETER CONCRETE
 PN0692'PIPE WITH COVER.
 PN0692
 PN0692                          STATION RECOVERY (1994)
 PN0692
 PN0692'RECOVERY NOTE BY US POWER SQUADRON 1994
 PN0692'MARK NOT FOUND.
 PN0692
 PN0692                          STATION RECOVERY (2003)
 PN0692
 PN0692'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0692'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0546 ***********************************************************************
 OM0546  DESIGNATION -  LSC 7 A 8
 OM0546  PID         -  OM0546
 OM0546  STATE/COUNTY-  WI/WINNEBAGO
 OM0546  USGS QUAD   -  VAN DYNE (1992)
 OM0546
 OM0546                         *CURRENT SURVEY CONTROL
 OM0546  ___________________________________________________________________
 OM0546* NAD 83(1986)-  43 58 36.     (N)    088 31 42.     (W)     SCALED    
 OM0546* NAVD 88     -       230.321  (meters)     755.64   (feet)  ADJUSTED  
 OM0546  ___________________________________________________________________
 OM0546  GEOID HEIGHT-         -36.17  (meters)                     GEOID03
 OM0546  DYNAMIC HT  -         230.272 (meters)     755.48  (feet)  COMP
 OM0546  MODELED GRAV-     980,398.4   (mgal)                       NAVD 88
 OM0546
 OM0546  VERT ORDER  -  FIRST     CLASS 0
 OM0546
 OM0546.The horizontal coordinates were scaled from a topographic map and have
 OM0546.an estimated accuracy of +/- 6 seconds.
 OM0546
 OM0546.The orthometric height was determined by differential leveling
 OM0546.and adjusted by the National Geodetic Survey in June 1991..
 OM0546
 OM0546.The geoid height was determined by GEOID03.
 OM0546
 OM0546.The dynamic height is computed by dividing the NAVD 88
 OM0546.geopotential number by the normal gravity value computed on the
 OM0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0546.degrees latitude (g = 980.6199 gals.).
 OM0546
 OM0546.The modeled gravity was interpolated from observed gravity values.
 OM0546
 OM0546;                    North         East    Units  Estimated Accuracy
 OM0546;SPC WI S     -   220,640.      718,080.      MT  (+/- 180 meters Scaled)
 OM0546
 OM0546                          SUPERSEDED SURVEY CONTROL
 OM0546
 OM0546.No superseded survey control is available for this station.
 OM0546
 OM0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP774704(NAD 83)
 OM0546_MARKER: DB = BENCH MARK DISK
 OM0546_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OM0546_SP_SET: CULVERT WINGWALL
 OM0546_STAMPING: LSC 7A8 1974
 OM0546_MARK LOGO: NOS   
 OM0546_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0546+STABILITY: SURFACE MOTION
 OM0546_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0546+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2005
 OM0546
 OM0546  HISTORY     - Date     Condition        Report By
 OM0546  HISTORY     - 1974     MONUMENTED       NOS
 OM0546  HISTORY     - 20000314 GOOD             WIDT
 OM0546  HISTORY     - 20050531 GOOD             WIDT
 OM0546
 OM0546                          STATION DESCRIPTION
 OM0546
 OM0546'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 OM0546'3.0 MI SOUTH FROM OSHKOSH.
 OM0546'1.9 MILES SOUTH ALONG WISCONSIN HIGHWAY 175 (MAIN STREET) FROM THE
 OM0546'INTERSECTION OF WASHINGTON AVENUE IN OSHKOSH TO THE JUNCTION OF
 OM0546'WISCONSIN HWISCONSIN HIGHWAY 175 WITH U.S. HIGHWAY 45, THENCE 1.1
 OM0546'MILES SOUTH ALONG U.S. HIGHWAY 45 (ALSO WISCONSIN HIGHWAY 175), 22.2
 OM0546'FT. CAST OF CENTERLINE OF HIGHWAY, SET IN THE TOP OF THE WEST END OF
 OM0546'THE SOUTHEAST RETAINING WALL OF A CULVERT, 3.7 FT. WEST OF EAST END OF
 OM0546'SOUTHERLY RETAINING WALL, 0.4 FT. SOUTH OF NORTH FACE AND 0.4 FT.
 OM0546'NORTH OF SOUTH FACE OF THE WALL.
 OM0546
 OM0546                          STATION RECOVERY (2000)
 OM0546
 OM0546'RECOVERY NOTE BY WI DEPT OF TRANSP 2000 (DJH)
 OM0546'THE STATION IS LOCATED ABOUT 20.92 KM (13.00 MI) NORTH-NORTHWEST OF
 OM0546'FOND DU LAC AND 4.83 KM (3.00 MI) SOUTH OF OSHKOSH.
 OM0546'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 OM0546'STATION FROM THE JUNCTION OF US HIGHWAY 45 WITH US HIGHWAY BUSINESS 41
 OM0546'AT THE INTERSECTION OF SOUTH MAIN STREET WITH EAST SOUTH PARK STREET
 OM0546'IN THE CITY OF OSHKOSH, GO SOUTH ON US HIGHWAY 45 (SOUTH MAIN STREET)
 OM0546'FOR 3.54 KM (2.20 MI) TO OLD ORCHARD LANE ON THE LEFT, CONTINUE SOUTH
 OM0546'ON US HIGHWAY 45 (SOUTH MAIN STREET) FOR 0.16 KM (0.10 MI) TO THE
 OM0546'STATION ON THE LEFT.  THE STATION IS A BRONZE NOAA BENCH MARK DISK
 OM0546'STAMPED --LSC 7 A 8 1974-- SET IN THE TOP OF A LARGE BOX CULVERT
 OM0546'WINGWALL FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY
 OM0546'PAVEMENT.  THE STATION IS 6.5 M (21.3 FT) EAST OF THE CENTERLINE OF US
 OM0546'HIGHWAY 45 (MAIN STREET) , 47.7 M (156.5 FT) NORTH OF A POWER POLE
 OM0546'--270 BB54--, 12.1 M (39.7 FT) SOUTH-SOUTHWEST OF A METAL POLE FOR
 OM0546'--WARNING GAS PIPELINE-- SIGN, 0.7 M (2.3 FT) EAST OF A METAL GUARD
 OM0546'RAIL, AND 0.75 M (2.46 FT) NORTH-NORTHWEST OF AN ORANGE FIBERGLASS
 OM0546'WITNESS POST.  ---NOTE-- THIS STATION HAS TREES IN THE WEST QUADRANT
 OM0546'EXTENDING TO 23 DEGREES ABOVE THE HORIZON, TREES IN THE SOUTHWEST
 OM0546'QUADRANT EXTENDING TO 25 DEGREES ABOVE THE HORIZON, POWERLINES
 OM0546'EXTENDING FROM THE NORTH QUADRANT TO THE SOUTH QUADRANT EXTENDING TO
 OM0546'80 DEGREES ABOVE THE HORIZON, AND TREES FROM THE NORTHEAST QUADRANT TO
 OM0546'THE SOUTHEAST QUADRANT EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
 OM0546
 OM0546                          STATION RECOVERY (2005)
 OM0546
 OM0546'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 OM0546'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ON THE TOP OF THE
 OM0546'SOUTHEAST WINGEWALL OF THE BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0547 ***********************************************************************
 OM0547  DESIGNATION -  LSC 7 A 9
 OM0547  PID         -  OM0547
 OM0547  STATE/COUNTY-  WI/WINNEBAGO
 OM0547  USGS QUAD   -  VAN DYNE (1992)
 OM0547
 OM0547                         *CURRENT SURVEY CONTROL
 OM0547  ___________________________________________________________________
 OM0547* NAD 83(1986)-  43 58 00.     (N)    088 31 36.     (W)     SCALED    
 OM0547* NAVD 88     -       229.838  (meters)     754.06   (feet)  ADJUSTED  
 OM0547  ___________________________________________________________________
 OM0547  GEOID HEIGHT-         -36.16  (meters)                     GEOID03
 OM0547  DYNAMIC HT  -         229.788 (meters)     753.90  (feet)  COMP
 OM0547  MODELED GRAV-     980,397.9   (mgal)                       NAVD 88
 OM0547
 OM0547  VERT ORDER  -  FIRST     CLASS 0
 OM0547
 OM0547.The horizontal coordinates were scaled from a topographic map and have
 OM0547.an estimated accuracy of +/- 6 seconds.
 OM0547
 OM0547.The orthometric height was determined by differential leveling
 OM0547.and adjusted by the National Geodetic Survey in June 1991..
 OM0547
 OM0547.The geoid height was determined by GEOID03.
 OM0547
 OM0547.The dynamic height is computed by dividing the NAVD 88
 OM0547.geopotential number by the normal gravity value computed on the
 OM0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0547.degrees latitude (g = 980.6199 gals.).
 OM0547
 OM0547.The modeled gravity was interpolated from observed gravity values.
 OM0547
 OM0547;                    North         East    Units  Estimated Accuracy
 OM0547;SPC WI S     -   219,530.      718,230.      MT  (+/- 180 meters Scaled)
 OM0547
 OM0547                          SUPERSEDED SURVEY CONTROL
 OM0547
 OM0547.No superseded survey control is available for this station.
 OM0547
 OM0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP775693(NAD 83)
 OM0547_MARKER: DB = BENCH MARK DISK
 OM0547_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OM0547_SP_SET: ABUTMENT
 OM0547_STAMPING: LSC 7A9 1974
 OM0547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0547
 OM0547  HISTORY     - Date     Condition        Report By
 OM0547  HISTORY     - 1974     MONUMENTED       NOS
 OM0547
 OM0547                          STATION DESCRIPTION
 OM0547
 OM0547'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 OM0547'3.64 MI SOUTH FROM OSHKOSH BAGO.
 OM0547'1.9 MILES SOUTH ALONG WISCONSIN HIGHWAY 175 FROM THE INTERSECTION OF
 OM0547'WASHINGTON AVENUE, IN OSHKOSH TO THE JUNCTION OF WISCONSIN HIGHWAY
 OM0547'175 WITH U.S. HIGHWAY 45, THENCE 1.74 MILES SOUTH ALONG U.S. HIGHWAY
 OM0547'45 (ALSO WISCONSIN HIGHWAY 175), 20.8 FT. SOUTHWEST OF THE CENTERLINE
 OM0547'OF U.S. HIGHWAY 45 (ALSO WISCONSIN HIGHWAY 175), 1.5 FT. NORTH OF
 OM0547'U.P. NO. 68, SET 0.6 FT. SOUTH OF NORTH FACE AND 0.6 FT. NORTH OF
 OM0547'SOUTH FACE OF SOUTHWEST ABUTMENT OF BRIDGE OVER CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0341 ***********************************************************************
 PM0341  DESIGNATION -  LSC 7 B 100
 PM0341  PID         -  PM0341
 PM0341  STATE/COUNTY-  WI/KEWAUNEE
 PM0341  USGS QUAD   -  ALGOMA (1982)
 PM0341
 PM0341                         *CURRENT SURVEY CONTROL
 PM0341  ___________________________________________________________________
 PM0341* NAD 83(1986)-  44 37 18.     (N)    087 25 06.     (W)     SCALED    
 PM0341* NAVD 88     -       191.951  (meters)     629.76   (feet)  ADJUSTED  
 PM0341  ___________________________________________________________________
 PM0341  GEOID HEIGHT-         -36.43  (meters)                     GEOID03
 PM0341  DYNAMIC HT  -         191.929 (meters)     629.69  (feet)  COMP
 PM0341  MODELED GRAV-     980,499.8   (mgal)                       NAVD 88
 PM0341
 PM0341  VERT ORDER  -  FIRST     CLASS I
 PM0341
 PM0341.The horizontal coordinates were scaled from a topographic map and have
 PM0341.an estimated accuracy of +/- 6 seconds.
 PM0341
 PM0341.The orthometric height was determined by differential leveling
 PM0341.and adjusted by the National Geodetic Survey in June 1991..
 PM0341
 PM0341.The geoid height was determined by GEOID03.
 PM0341
 PM0341.The dynamic height is computed by dividing the NAVD 88
 PM0341.geopotential number by the normal gravity value computed on the
 PM0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0341.degrees latitude (g = 980.6199 gals.).
 PM0341
 PM0341.The modeled gravity was interpolated from observed gravity values.
 PM0341
 PM0341;                    North         East    Units  Estimated Accuracy
 PM0341;SPC WI C     -    90,860.      804,850.      MT  (+/- 180 meters Scaled)
 PM0341
 PM0341                          SUPERSEDED SURVEY CONTROL
 PM0341
 PM0341.No superseded survey control is available for this station.
 PM0341
 PM0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ668410(NAD 83)
 PM0341_MARKER: I = METAL ROD
 PM0341_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PM0341+WITH SETTING: INFORMATION.
 PM0341_SP_SET: SHALLOW-SET METAL ROD
 PM0341_MARK LOGO: NONE  
 PM0341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PM0341
 PM0341  HISTORY     - Date     Condition        Report By
 PM0341  HISTORY     - 1975     MONUMENTED       NOS
 PM0341  HISTORY     - 19940719 MARK NOT FOUND   USPSQD
 PM0341  HISTORY     - 20030525 MARK NOT FOUND   USPSQD
 PM0341
 PM0341                          STATION DESCRIPTION
 PM0341
 PM0341'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0341'2.3 KM (1.40 MI) NORTH FROM ALGOMA.
 PM0341'1.4 MILES NORTH ALONG COUNTY ROAD S, FROM THE CENTER OF THE BRIDGE
 PM0341'OVER THE AHNAPEE RIVER IN ALGOMA, ABOUT 145.0 FEET SOUTH OF A (Y)
 PM0341'INTERSECTION OF A ROAD TO THE NORTHWEST, 44.0 FEET WEST OF THE
 PM0341'CENTERLINE OF THE ROAD, 5.4 FEET SOUTHWEST OF A FENCE CORNER, 2.4
 PM0341'FEET SOUTHEAST OF UTILITY POLE NUMBER 2525-23R12, 0.6 FT BELOW THE
 PM0341'GROUND, ENCASED IN A CONCRETE PROTECTOR WITH A COVER, BEING THE
 PM0341'HIGHEST POINT OF A 5/8-INCH DIAMETER COPPER-COATED STEEL ROD, 10.0
 PM0341'FEET LONG.
 PM0341'THE MARK IS 1.3 FT BELOW ROAD.
 PM0341
 PM0341                          STATION RECOVERY (1994)
 PM0341
 PM0341'RECOVERY NOTE BY US POWER SQUADRON 1994
 PM0341'MARK NOT FOUND.
 PM0341
 PM0341                          STATION RECOVERY (2003)
 PM0341
 PM0341'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0341'NOT FOUND WITH PROBING AND A METAL DETECTOR.  NOTE-- THE ROAD TO
 PM0341'NORTHWEST IS NAMED CARNOT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0342 ***********************************************************************
 PM0342  DESIGNATION -  LSC 7 B 101
 PM0342  PID         -  PM0342
 PM0342  STATE/COUNTY-  WI/KEWAUNEE
 PM0342  USGS QUAD   -  FORESTVILLE (1982)
 PM0342
 PM0342                         *CURRENT SURVEY CONTROL
 PM0342  ___________________________________________________________________
 PM0342* NAD 83(1986)-  44 37 54.     (N)    087 24 18.     (W)     SCALED    
 PM0342* NAVD 88     -       189.385  (meters)     621.34   (feet)  ADJUSTED  
 PM0342  ___________________________________________________________________
 PM0342  GEOID HEIGHT-         -36.45  (meters)                     GEOID03
 PM0342  DYNAMIC HT  -         189.364 (meters)     621.27  (feet)  COMP
 PM0342  MODELED GRAV-     980,501.0   (mgal)                       NAVD 88
 PM0342
 PM0342  VERT ORDER  -  FIRST     CLASS I
 PM0342
 PM0342.The horizontal coordinates were scaled from a topographic map and have
 PM0342.an estimated accuracy of +/- 6 seconds.
 PM0342
 PM0342.The orthometric height was determined by differential leveling
 PM0342.and adjusted by the National Geodetic Survey in June 1991..
 PM0342
 PM0342.The geoid height was determined by GEOID03.
 PM0342
 PM0342.The dynamic height is computed by dividing the NAVD 88
 PM0342.geopotential number by the normal gravity value computed on the
 PM0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0342.degrees latitude (g = 980.6199 gals.).
 PM0342
 PM0342.The modeled gravity was interpolated from observed gravity values.
 PM0342
 PM0342;                    North         East    Units  Estimated Accuracy
 PM0342;SPC WI C     -    92,000.      805,870.      MT  (+/- 180 meters Scaled)
 PM0342
 PM0342                          SUPERSEDED SURVEY CONTROL
 PM0342
 PM0342.No superseded survey control is available for this station.
 PM0342
 PM0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ678421(NAD 83)
 PM0342_MARKER: I = METAL ROD
 PM0342_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PM0342+WITH SETTING: INFORMATION.
 PM0342_SP_SET: SHALLOW-SET METAL ROD
 PM0342_MARK LOGO: NONE  
 PM0342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PM0342
 PM0342  HISTORY     - Date     Condition        Report By
 PM0342  HISTORY     - 1975     MONUMENTED       NOS
 PM0342  HISTORY     - 19940719 MARK NOT FOUND   USPSQD
 PM0342  HISTORY     - 20030525 MARK NOT FOUND   USPSQD
 PM0342
 PM0342                          STATION DESCRIPTION
 PM0342
 PM0342'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0342'4.0 KM (2.50 MI) NORTH FROM ALGOMA.
 PM0342'2.5 MILES NORTH ALONG COUNTY ROAD S FROM THE CENTER OF THE BRIDGE
 PM0342'OVER THE AHNAPEE RIVER IN ALGOMA, 39.0 FEET WEST OF THE CENTERLINE OF
 PM0342'THE ROAD, 39.0 FEET SOUTH OF A 14-INCH ELM TREE, ABOUT 10.0 FEET
 PM0342'SOUTH OF THE CENTERLINE OF A DRIVE TO A 2-STORY DWELLING, 3.9 FEET
 PM0342'SOUTHEAST OF A FENCE CORNER, 2.5 FEET NORTHEAST OF UTILITY POLE
 PM0342'NUMBER 2525-13R, 0.5 FT BELOW GROUND, ENCASED IN A CONCRETE PROTECTOR
 PM0342'WITH A COVER, BEING THE HIGHEST POINT OF A 5/8-INCH DIAMETER
 PM0342'COPPER-COATED ROD, 10.0 FEET LONG.
 PM0342'THE MARK IS 1.5 FT BELOW ROAD.
 PM0342
 PM0342                          STATION RECOVERY (1994)
 PM0342
 PM0342'RECOVERY NOTE BY US POWER SQUADRON 1994
 PM0342'MARK NOT FOUND.
 PM0342
 PM0342                          STATION RECOVERY (2003)
 PM0342
 PM0342'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0342'NOT FOUND WITH PROBING AND A METAL DETECTOR.  NOTE-- THE DRIVE IS TO
 PM0342'THE RESIDENCE N8515 CTH S.  THE UTILITY POLE IS NUMBERED 2525-13R12.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0344 ***********************************************************************
 PM0344  DESIGNATION -  LSC 7 B 102
 PM0344  PID         -  PM0344
 PM0344  STATE/COUNTY-  WI/KEWAUNEE
 PM0344  USGS QUAD   -  FORESTVILLE (1982)
 PM0344
 PM0344                         *CURRENT SURVEY CONTROL
 PM0344  ___________________________________________________________________
 PM0344* NAD 83(1986)-  44 40 06.     (N)    087 23 48.     (W)     SCALED    
 PM0344* NAVD 88     -       203.135  (meters)     666.45   (feet)  ADJUSTED  
 PM0344  ___________________________________________________________________
 PM0344  GEOID HEIGHT-         -36.49  (meters)                     GEOID03
 PM0344  DYNAMIC HT  -         203.113 (meters)     666.38  (feet)  COMP
 PM0344  MODELED GRAV-     980,504.4   (mgal)                       NAVD 88
 PM0344
 PM0344  VERT ORDER  -  FIRST     CLASS I
 PM0344
 PM0344.The horizontal coordinates were scaled from a topographic map and have
 PM0344.an estimated accuracy of +/- 6 seconds.
 PM0344
 PM0344.The orthometric height was determined by differential leveling
 PM0344.and adjusted by the National Geodetic Survey in June 1991..
 PM0344
 PM0344.The geoid height was determined by GEOID03.
 PM0344
 PM0344.The dynamic height is computed by dividing the NAVD 88
 PM0344.geopotential number by the normal gravity value computed on the
 PM0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0344.degrees latitude (g = 980.6199 gals.).
 PM0344
 PM0344.The modeled gravity was interpolated from observed gravity values.
 PM0344
 PM0344;                    North         East    Units  Estimated Accuracy
 PM0344;SPC WI C     -    96,090.      806,400.      MT  (+/- 180 meters Scaled)
 PM0344
 PM0344                          SUPERSEDED SURVEY CONTROL
 PM0344
 PM0344.No superseded survey control is available for this station.
 PM0344
 PM0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ685461(NAD 83)
 PM0344_MARKER: I = METAL ROD
 PM0344_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PM0344+WITH SETTING: INFORMATION.
 PM0344_SP_SET: SHALLOW-SET METAL ROD
 PM0344_STAMPING: LSC 7 B 102 1975
 PM0344_MARK LOGO: NONE  
 PM0344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PM0344
 PM0344  HISTORY     - Date     Condition        Report By
 PM0344  HISTORY     - 1975     MONUMENTED       NOS
 PM0344  HISTORY     - 20030525 MARK NOT FOUND   USPSQD
 PM0344
 PM0344                          STATION DESCRIPTION
 PM0344
 PM0344'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0344'8.0 KM (5.00 MI) NORTH FROM ALGOMA.
 PM0344'5.0 MILES NORTH ALONG COUNTY ROAD S FROM THE CENTER OF THE BRIDGE
 PM0344'OVER THE AHNAPEE RIVER IN ALGOMA, 0.5 MILE SOUTH OF THE KEWAUNEE AND
 PM0344'DOOR COUNTY LINE, 41.0 FEET EAST OF THE CENTERLINE OF COUNTY ROAD S,
 PM0344'32.5 FEET NORTH OF THE CENTERLINE OF THE ROAD, 5.0 FEET SOUTHWEST OF
 PM0344'UTILITY POLE NUMBER 2526-6W2, 0.6 FT BELOW THE GROUND, ENCASED IN A
 PM0344'CONCRETE PROTECTOR WITH A COVER, BEING THE HIGHEST POINT OF A
 PM0344'5/8-INCH DIAMETER COPPER-COATED STEEL ROD, 10 FEET LONG.
 PM0344'THE MARK IS 1.0 FT BELOW ROAD.
 PM0344
 PM0344                          STATION RECOVERY (2003)
 PM0344
 PM0344'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0344'NOT FOUND WITH PROBING AND A METAL DETECTOR.  NOTE-- THE ROAD IS
 PM0344'KENNEDY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0345 ***********************************************************************
 PM0345  DESIGNATION -  LSC 7 B 103
 PM0345  PID         -  PM0345
 PM0345  STATE/COUNTY-  WI/DOOR
 PM0345  USGS QUAD   -  FORESTVILLE (1982)
 PM0345
 PM0345                         *CURRENT SURVEY CONTROL
 PM0345  ___________________________________________________________________
 PM0345* NAD 83(1986)-  44 41 06.     (N)    087 23 48.     (W)     SCALED    
 PM0345* NAVD 88     -       205.373  (meters)     673.79   (feet)  ADJUSTED  
 PM0345  ___________________________________________________________________
 PM0345  GEOID HEIGHT-         -36.51  (meters)                     GEOID03
 PM0345  DYNAMIC HT  -         205.351 (meters)     673.72  (feet)  COMP
 PM0345  MODELED GRAV-     980,505.6   (mgal)                       NAVD 88
 PM0345
 PM0345  VERT ORDER  -  FIRST     CLASS I
 PM0345
 PM0345.The horizontal coordinates were scaled from a topographic map and have
 PM0345.an estimated accuracy of +/- 6 seconds.
 PM0345
 PM0345.The orthometric height was determined by differential leveling
 PM0345.and adjusted by the National Geodetic Survey in June 1991..
 PM0345
 PM0345.The geoid height was determined by GEOID03.
 PM0345
 PM0345.The dynamic height is computed by dividing the NAVD 88
 PM0345.geopotential number by the normal gravity value computed on the
 PM0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0345.degrees latitude (g = 980.6199 gals.).
 PM0345
 PM0345.The modeled gravity was interpolated from observed gravity values.
 PM0345
 PM0345;                    North         East    Units  Estimated Accuracy
 PM0345;SPC WI C     -    97,940.      806,340.      MT  (+/- 180 meters Scaled)
 PM0345
 PM0345                          SUPERSEDED SURVEY CONTROL
 PM0345
 PM0345.No superseded survey control is available for this station.
 PM0345
 PM0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ685480(NAD 83)
 PM0345_MARKER: I = METAL ROD
 PM0345_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PM0345+WITH SETTING: INFORMATION.
 PM0345_SP_SET: SHALLOW-SET METAL ROD
 PM0345_MARK LOGO: NONE  
 PM0345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PM0345
 PM0345  HISTORY     - Date     Condition        Report By
 PM0345  HISTORY     - 1975     MONUMENTED       NOS
 PM0345  HISTORY     - 20030525 MARK NOT FOUND   USPSQD
 PM0345
 PM0345                          STATION DESCRIPTION
 PM0345
 PM0345'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0345'9.7 KM (6.00 MI) NORTH FROM ALGOMA.
 PM0345'6.0 MILES NORTH ALONG COUNTY ROAD S FROM THE CENTER OF THE BRIDGE
 PM0345'OVER THE AHNAPEE RIVER IN ALGOMA, 0.5 MILE NORTH OF THE KEWAUNEE AND
 PM0345'DOOR COUNTY LINES, ABOUT 87 FEET NORTH OF THE NORTHWEST CORNER OF A
 PM0345'CONCRETE BUILDING, 64.5 FEET EAST OF THE CENTERLINE OF COUNTY ROAD S,
 PM0345'45.2 FEET NORTH OF THE CENTERLINE OF ROSEWOOD ROAD, 16.7 FEET
 PM0345'SOUTHEAST OF UTILITY POLE NUMBER 2626-31W23, 1.0 FEET BELOW THE
 PM0345'GROUND, ENCASED IN A CONCRETE PROTECTOR WITH A COVER, BEING THE
 PM0345'HIGHEST POINT OF A 5/8-INCH DIAMETER COPPER-COATED STEEL ROD, 10.0
 PM0345'FEET LONG.
 PM0345'THE MARK IS 6.0 FT BELOW ROAD.
 PM0345
 PM0345                          STATION RECOVERY (2003)
 PM0345
 PM0345'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0345'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0346 ***********************************************************************
 PM0346  DESIGNATION -  LSC 7 B 104
 PM0346  PID         -  PM0346
 PM0346  STATE/COUNTY-  WI/DOOR
 PM0346  USGS QUAD   -  FORESTVILLE (1982)
 PM0346
 PM0346                         *CURRENT SURVEY CONTROL
 PM0346  ___________________________________________________________________
 PM0346* NAD 83(1986)-  44 42 18.     (N)    087 23 48.     (W)     SCALED    
 PM0346* NAVD 88     -       211.286  (meters)     693.19   (feet)  ADJUSTED  
 PM0346  ___________________________________________________________________
 PM0346  GEOID HEIGHT-         -36.53  (meters)                     GEOID03
 PM0346  DYNAMIC HT  -         211.264 (meters)     693.12  (feet)  COMP
 PM0346  MODELED GRAV-     980,507.1   (mgal)                       NAVD 88
 PM0346
 PM0346  VERT ORDER  -  FIRST     CLASS I
 PM0346
 PM0346.The horizontal coordinates were scaled from a topographic map and have
 PM0346.an estimated accuracy of +/- 6 seconds.
 PM0346
 PM0346.The orthometric height was determined by differential leveling
 PM0346.and adjusted by the National Geodetic Survey in June 1991..
 PM0346
 PM0346.The geoid height was determined by GEOID03.
 PM0346
 PM0346.The dynamic height is computed by dividing the NAVD 88
 PM0346.geopotential number by the normal gravity value computed on the
 PM0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0346.degrees latitude (g = 980.6199 gals.).
 PM0346
 PM0346.The modeled gravity was interpolated from observed gravity values.
 PM0346
 PM0346;                    North         East    Units  Estimated Accuracy
 PM0346;SPC WI C     -   100,170.      806,270.      MT  (+/- 180 meters Scaled)
 PM0346
 PM0346                          SUPERSEDED SURVEY CONTROL
 PM0346
 PM0346.No superseded survey control is available for this station.
 PM0346
 PM0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ685502(NAD 83)
 PM0346_MARKER: I = METAL ROD
 PM0346_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PM0346+WITH SETTING: INFORMATION.
 PM0346_SP_SET: SHALLOW-SET METAL ROD
 PM0346_MARK LOGO: NONE  
 PM0346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PM0346
 PM0346  HISTORY     - Date     Condition        Report By
 PM0346  HISTORY     - 1975     MONUMENTED       NOS
 PM0346  HISTORY     - 20030516 MARK NOT FOUND   USPSQD
 PM0346
 PM0346                          STATION DESCRIPTION
 PM0346
 PM0346'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0346'12.1 KM (7.50 MI) NORTH FROM ALGOMA.
 PM0346'7.5 MILES NORTH ALONG COUNTY ROAD S FROM THE CENTER OF THE BRIDGE
 PM0346'OVER THE AHNAPEE RIVER IN ALGOMA, 2.0 MILES NORTH OF THE KEWAUNEE AND
 PM0346'DOOR COUNTY LINES, 99.0 FEET EAST OF THE CENTERLINE OF COUNTY ROAD S,
 PM0346'53.2 FEET SOUTH OF UTILITY POLE NUMBER 2626-19L14, 50.8 FEET OF A
 PM0346'UTILITY POLE, 37.7 FEET NORTHERLY OF A UTILITY POLE SUPPORTING HIGH
 PM0346'TENSION LINES WHICH RUN IN A NORTHERLY DIRECTION, 29.0 FEET SOUTH OF
 PM0346'THE CENTERLINE OF CARNOT ROAD, 0.5 FT BELOW THE GROUND, ENCASED IN A
 PM0346'CONCRETE PROTECTOR WITH A COVER, BEING THE HIGHEST POINT OF A
 PM0346'5/8-INCH DIAMETER COPPER-COATED STEEL ROD, 10.0 FEET LONG.
 PM0346'THE MARK IS 4.0 FT BELOW ROAD.
 PM0346
 PM0346                          STATION RECOVERY (2003)
 PM0346
 PM0346'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0346'NOT FOUND WITH PROBING AND METAL DETECTOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0347 ***********************************************************************
 PM0347  DESIGNATION -  LSC 7 B 105
 PM0347  PID         -  PM0347
 PM0347  STATE/COUNTY-  WI/DOOR
 PM0347  USGS QUAD   -  FORESTVILLE (1982)
 PM0347
 PM0347                         *CURRENT SURVEY CONTROL
 PM0347  ___________________________________________________________________
 PM0347* NAD 83(1986)-  44 43 06.     (N)    087 23 48.     (W)     SCALED    
 PM0347* NAVD 88     -       209.488  (meters)     687.30   (feet)  ADJUSTED  
 PM0347  ___________________________________________________________________
 PM0347  GEOID HEIGHT-         -36.54  (meters)                     GEOID03
 PM0347  DYNAMIC HT  -         209.466 (meters)     687.22  (feet)  COMP
 PM0347  MODELED GRAV-     980,508.1   (mgal)                       NAVD 88
 PM0347
 PM0347  VERT ORDER  -  FIRST     CLASS I
 PM0347
 PM0347.The horizontal coordinates were scaled from a topographic map and have
 PM0347.an estimated accuracy of +/- 6 seconds.
 PM0347
 PM0347.The orthometric height was determined by differential leveling
 PM0347.and adjusted by the National Geodetic Survey in June 1991..
 PM0347
 PM0347.The geoid height was determined by GEOID03.
 PM0347
 PM0347.The dynamic height is computed by dividing the NAVD 88
 PM0347.geopotential number by the normal gravity value computed on the
 PM0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0347.degrees latitude (g = 980.6199 gals.).
 PM0347
 PM0347.The modeled gravity was interpolated from observed gravity values.
 PM0347
 PM0347;                    North         East    Units  Estimated Accuracy
 PM0347;SPC WI C     -   101,650.      806,220.      MT  (+/- 180 meters Scaled)
 PM0347
 PM0347                          SUPERSEDED SURVEY CONTROL
 PM0347
 PM0347.No superseded survey control is available for this station.
 PM0347
 PM0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ685517(NAD 83)
 PM0347_MARKER: B = BOLT
 PM0347_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PM0347_SP_SET: CULVERT
 PM0347_MARK LOGO: NONE  
 PM0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0347+STABILITY: SURFACE MOTION
 PM0347
 PM0347  HISTORY     - Date     Condition        Report By
 PM0347  HISTORY     - 1975     MONUMENTED       NOS
 PM0347  HISTORY     - 20021123 MARK NOT FOUND   USPSQD
 PM0347  HISTORY     - 20040303 MARK NOT FOUND   USPSQD
 PM0347  HISTORY     - 20050728 MARK NOT FOUND   WIDT
 PM0347
 PM0347                          STATION DESCRIPTION
 PM0347
 PM0347'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0347'13.7 KM (8.50 MI) NORTH FROM ALGOMA.
 PM0347'8.5 MILES NORTH ALONG COUNTY ROAD S FROM THE CENTER OF THE BRIDGE
 PM0347'OVER THE AHNAPEE RIVER IN ALGOMA, 3.0 MILES NORTH OF THE KEWAUNEE AND
 PM0347'DOOR COUNTY LINES, 250.0 FEET EAST OF COUNTY ROAD S, ABOUT 200.0 FEET
 PM0347'SOUTHWEST OF THE HOME OF MR. JAMES PETRIN, 30.0 FEET SOUTH OF
 PM0347'UTILITY POLE NUMBER 2626-18L2, 11.0 FEET SOUTH OF THE CENTERLINE OF
 PM0347'THE ROAD, 0.55 FT EAST OF THE WEST FACE AND 0.45 FT SOUTH OF THE
 PM0347'NORTH FACE OF A CONCRETE CULVERTS SOUTH RETAINING WALL, BEING THE
 PM0347'HIGHEST POINT ON TOP OF A 1/2-INCH DIAMETER BRASS BOLT, SET INTO
 PM0347'CONCRETE.
 PM0347'THE MARK IS 1.0 FT ABOVE ROAD.
 PM0347
 PM0347                          STATION RECOVERY (2002)
 PM0347
 PM0347'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0347'NOT RECOVERED.  A NEW 7 FOOT DIAMETER GALVANIZED CULVERT WITH GRAVEL
 PM0347'FILL REPLACED THE CONCRETE CULVERT.  IT IS 0.5 MILE SOUTH OF THE
 PM0347'JUNCTION OF COUNTY HIGHWAY S AND COUNTY HIGHWAY OO, 250 FEET EAST OF
 PM0347'COUNTY HIGHWAY S ON CENTER RD.
 PM0347
 PM0347                          STATION RECOVERY (2004)
 PM0347
 PM0347'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0347'MARK NOT FOUND.
 PM0347
 PM0347                          STATION RECOVERY (2005)
 PM0347
 PM0347'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0347'NOT FOUND.  ADD--A NEW GALVANIZED CULVERT HAS REPLACED THE ORIGINAL
 PM0347'CONCRETE CULVERT, AS PREVIOUSLY DESCRIBED IN THE 2002 RECOVERY NOTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0348 ***********************************************************************
 PM0348  DESIGNATION -  LSC 7 B 106
 PM0348  PID         -  PM0348
 PM0348  STATE/COUNTY-  WI/DOOR
 PM0348  USGS QUAD   -  FORESTVILLE (1982)
 PM0348
 PM0348                         *CURRENT SURVEY CONTROL
 PM0348  ___________________________________________________________________
 PM0348* NAD 83(1986)-  44 44 00.     (N)    087 23 48.     (W)     SCALED    
 PM0348* NAVD 88     -       215.705  (meters)     707.69   (feet)  ADJUSTED  
 PM0348  ___________________________________________________________________
 PM0348  GEOID HEIGHT-         -36.56  (meters)                     GEOID03
 PM0348  DYNAMIC HT  -         215.683 (meters)     707.62  (feet)  COMP
 PM0348  MODELED GRAV-     980,509.2   (mgal)                       NAVD 88
 PM0348
 PM0348  VERT ORDER  -  FIRST     CLASS I
 PM0348
 PM0348.The horizontal coordinates were scaled from a topographic map and have
 PM0348.an estimated accuracy of +/- 6 seconds.
 PM0348
 PM0348.The orthometric height was determined by differential leveling
 PM0348.and adjusted by the National Geodetic Survey in June 1991..
 PM0348
 PM0348.The geoid height was determined by GEOID03.
 PM0348
 PM0348.The dynamic height is computed by dividing the NAVD 88
 PM0348.geopotential number by the normal gravity value computed on the
 PM0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0348.degrees latitude (g = 980.6199 gals.).
 PM0348
 PM0348.The modeled gravity was interpolated from observed gravity values.
 PM0348
 PM0348;                    North         East    Units  Estimated Accuracy
 PM0348;SPC WI C     -   103,310.      806,170.      MT  (+/- 180 meters Scaled)
 PM0348
 PM0348                          SUPERSEDED SURVEY CONTROL
 PM0348
 PM0348.No superseded survey control is available for this station.
 PM0348
 PM0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ685534(NAD 83)
 PM0348_MARKER: DD = SURVEY DISK
 PM0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0348_SP_SET: CONCRETE POST
 PM0348_STAMPING: LSC 7B106 1975 AC
 PM0348_MARK LOGO: NOS   
 PM0348_PROJECTION: FLUSH
 PM0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0348+STABILITY: SURFACE MOTION
 PM0348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0348+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2005
 PM0348
 PM0348  HISTORY     - Date     Condition        Report By
 PM0348  HISTORY     - 1975     MONUMENTED       NOS
 PM0348  HISTORY     - 20030516 GOOD             USPSQD
 PM0348  HISTORY     - 20050728 GOOD             WIDT
 PM0348  HISTORY     - 20051027 GOOD             USPSQD
 PM0348
 PM0348                          STATION DESCRIPTION
 PM0348
 PM0348'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0348'15.3 KM (9.50 MI) NORTH FROM ALGOMA.
 PM0348'9.5 MILES NORTH ALONG COUNTY ROAD S FROM THE CENTER OF THE BRIDGE
 PM0348'OVER THE AHNAPEE RIVER IN ALGOMA, 4.0 MILES NORTH OF THE KEWAUNEE AND
 PM0348'DOOR COUNTY LINES, 165.0 FEET SOUTH OF MAPLEWOOD ROAD, 60.9 FEET
 PM0348'NORTHEAST OF THE NORTHEAST CORNER OF A FRAME STORE BUILDING, 31.6
 PM0348'FEET EASTERLY OF A 4-INCH DIAMETER WELL CASING, 27.5 FEET WEST OF THE
 PM0348'CENTERLINE OF THE HIGHWAY, 1.6 FEET WEST OF THE FACE AND FLUSH WITH
 PM0348'THE CURB, BEING THE HIGHEST POINT OF A BRONZE DISK, SET INTO A
 PM0348'CONCRETE POST.
 PM0348'THE MARK IS ABOVE LEVEL WITH CURB.
 PM0348
 PM0348                          STATION RECOVERY (2003)
 PM0348
 PM0348'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0348'RECOVERED IN GOOD CONDITION.  NOTE-- THE FRAME STORE BUILDING IS NOW A
 PM0348'HOME AT 1295 CTH S.  ADD-- THE STATION IS 26 FEET NORTH OF THE EAST
 PM0348'CORNER ON A TIMBER PLANTING AREA AND ADDRESS SIGN, 5 FEET SOUTH OF A
 PM0348'CURVED DRAINAGE CURBING, AND 1 INCH UNDER THE SURFACE.
 PM0348
 PM0348                          STATION RECOVERY (2005)
 PM0348
 PM0348'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0348'RECOVERED IN GOOD CONDITION.  ADD--THE STATION IS LOCATED 2.2 M SOUTH
 PM0348'OF THE CENTERLINE OF A CONCRETE DRAINAGE FLUE, AND 0.2 M EAST OF AN
 PM0348'ORANGE FIBERGLASS WITNESS POST.
 PM0348
 PM0348                          STATION RECOVERY (2005)
 PM0348
 PM0348'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 PM0348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0349 ***********************************************************************
 PM0349  DESIGNATION -  LSC 7 B 107
 PM0349  PID         -  PM0349
 PM0349  STATE/COUNTY-  WI/DOOR
 PM0349  USGS QUAD   -  FORESTVILLE (1982)
 PM0349
 PM0349                         *CURRENT SURVEY CONTROL
 PM0349  ___________________________________________________________________
 PM0349* NAD 83(1986)-  44 44 54.     (N)    087 23 48.     (W)     SCALED    
 PM0349* NAVD 88     -       218.844  (meters)     717.99   (feet)  ADJUSTED  
 PM0349  ___________________________________________________________________
 PM0349  GEOID HEIGHT-         -36.58  (meters)                     GEOID03
 PM0349  DYNAMIC HT  -         218.821 (meters)     717.92  (feet)  COMP
 PM0349  MODELED GRAV-     980,510.3   (mgal)                       NAVD 88
 PM0349
 PM0349  VERT ORDER  -  FIRST     CLASS I
 PM0349
 PM0349.The horizontal coordinates were scaled from a topographic map and have
 PM0349.an estimated accuracy of +/- 6 seconds.
 PM0349
 PM0349.The orthometric height was determined by differential leveling
 PM0349.and adjusted by the National Geodetic Survey in June 1991..
 PM0349
 PM0349.The geoid height was determined by GEOID03.
 PM0349
 PM0349.The dynamic height is computed by dividing the NAVD 88
 PM0349.geopotential number by the normal gravity value computed on the
 PM0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0349.degrees latitude (g = 980.6199 gals.).
 PM0349
 PM0349.The modeled gravity was interpolated from observed gravity values.
 PM0349
 PM0349;                    North         East    Units  Estimated Accuracy
 PM0349;SPC WI C     -   104,980.      806,110.      MT  (+/- 180 meters Scaled)
 PM0349
 PM0349                          SUPERSEDED SURVEY CONTROL
 PM0349
 PM0349.No superseded survey control is available for this station.
 PM0349
 PM0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ686550(NAD 83)
 PM0349_MARKER: I = METAL ROD
 PM0349_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PM0349+WITH SETTING: INFORMATION.
 PM0349_SP_SET: SHALLOW-SET METAL ROD
 PM0349_MARK LOGO: NONE  
 PM0349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PM0349
 PM0349  HISTORY     - Date     Condition        Report By
 PM0349  HISTORY     - 1975     MONUMENTED       NOS
 PM0349  HISTORY     - 20030516 MARK NOT FOUND   USPSQD
 PM0349
 PM0349                          STATION DESCRIPTION
 PM0349
 PM0349'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0349'16.9 KM (10.50 MI) NORTH FROM ALGOMA.
 PM0349'10.5 MILES NORTH ALONG COUNTY ROAD S FROM THE CENTER OF THE BRIDGE
 PM0349'OVER THE AHNAPEE RIVER IN ALGOMA, 5.0 MILES NORTH OF THE KEWAUNEE AND
 PM0349'DOOR COUNTY LINES, ALSO 5.0 MILES SOUTH ALONG COUNTY ROAD S FROM THE
 PM0349'JUNCTION OF STATE HIGHWAYS 42 AND 57 IN STURGEON BAY, 50.0 FEET NORTH
 PM0349'OF THE CENTERLINE OF SALONA ROAD, 45.0 FEET EAST OF THE CENTER LINE
 PM0349'OF COUNTY ROAD S, 15.9 FEET NORTHERLY OF UTILITY POLE NUMBER
 PM0349'2626-6L6, 9 INCHES BELOW THE GROUND, ENCASED IN A CONCRETE PROTECTOR
 PM0349'WITH A COVER, BEING THE HIGHEST POINT OF A 5/8-INCH DIAMETER
 PM0349'COPPER-COATED STEEL ROD, 10.0 FEET LONG.
 PM0349'THE MARK IS 3.0 FT BELOW ROAD.
 PM0349
 PM0349                          STATION RECOVERY (2003)
 PM0349
 PM0349'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0349'NOT FOUND WITH PROBING AND A METAL DETECTOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0350 ***********************************************************************
 PM0350  DESIGNATION -  LSC 7 B 108
 PM0350  PID         -  PM0350
 PM0350  STATE/COUNTY-  WI/DOOR
 PM0350  USGS QUAD   -  STURGEON BAY WEST (1981)
 PM0350
 PM0350                         *CURRENT SURVEY CONTROL
 PM0350  ___________________________________________________________________
 PM0350* NAD 83(1986)-  44 46 12.     (N)    087 23 48.     (W)     SCALED    
 PM0350* NAVD 88     -       224.155  (meters)     735.42   (feet)  ADJUSTED  
 PM0350  ___________________________________________________________________
 PM0350  GEOID HEIGHT-         -36.61  (meters)                     GEOID03
 PM0350  DYNAMIC HT  -         224.132 (meters)     735.34  (feet)  COMP
 PM0350  MODELED GRAV-     980,511.9   (mgal)                       NAVD 88
 PM0350
 PM0350  VERT ORDER  -  FIRST     CLASS I
 PM0350
 PM0350.The horizontal coordinates were scaled from a topographic map and have
 PM0350.an estimated accuracy of +/- 6 seconds.
 PM0350
 PM0350.The orthometric height was determined by differential leveling
 PM0350.and adjusted by the National Geodetic Survey in June 1991..
 PM0350
 PM0350.The geoid height was determined by GEOID03.
 PM0350
 PM0350.The dynamic height is computed by dividing the NAVD 88
 PM0350.geopotential number by the normal gravity value computed on the
 PM0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0350.degrees latitude (g = 980.6199 gals.).
 PM0350
 PM0350.The modeled gravity was interpolated from observed gravity values.
 PM0350
 PM0350;                    North         East    Units  Estimated Accuracy
 PM0350;SPC WI C     -   107,380.      806,040.      MT  (+/- 180 meters Scaled)
 PM0350
 PM0350                          SUPERSEDED SURVEY CONTROL
 PM0350
 PM0350.No superseded survey control is available for this station.
 PM0350
 PM0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ686574(NAD 83)
 PM0350_MARKER: B = BOLT
 PM0350_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PM0350_SP_SET: FOUNDATION WALL
 PM0350_MARK LOGO: NONE  
 PM0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0350+STABILITY: SURFACE MOTION
 PM0350_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0350+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2006
 PM0350
 PM0350  HISTORY     - Date     Condition        Report By
 PM0350  HISTORY     - 1975     MONUMENTED       NOS
 PM0350  HISTORY     - 20010331 GOOD             NGS
 PM0350  HISTORY     - 20021117 GOOD             USPSQD
 PM0350  HISTORY     - 20040303 GOOD             USPSQD
 PM0350  HISTORY     - 20050306 GOOD             USPSQD
 PM0350  HISTORY     - 20051027 MARK NOT FOUND   USPSQD
 PM0350  HISTORY     - 20060512 GOOD             USPSQD
 PM0350
 PM0350                          STATION DESCRIPTION
 PM0350
 PM0350'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0350'5.6 KM (3.50 MI) SOUTH FROM STURGEON BAY.
 PM0350'3.5 MILES SOUTH ALONG COUNTY ROAD S FROM THE JUNCTION OF STATE
 PM0350'HIGHWAYS 42 AND 57 IN STURGEON BAY, 48.5 FEET WEST OF THE CENTERLINE
 PM0350'OF COUNTY ROAD S, 45.5 FEET SOUTH OF THE CENTERLINE OF TAGGE ROAD,
 PM0350'3.9 FEET ABOVE THE GROUND, 1.4 FEET SOUTH OF THE NORTHEAST CORNER OF
 PM0350'A TWO-STORY BRICK BUILDING, BEING A HORIZONTAL LINE ON THE END OF A
 PM0350'1/2-INCH DIAMETER BRASS BOLT, SET INTO THE BRICK.
 PM0350'THE MARK IS 3.5 FT ABOVE ROAD.
 PM0350
 PM0350                          STATION RECOVERY (2001)
 PM0350
 PM0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0350'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0350
 PM0350                          STATION RECOVERY (2002)
 PM0350
 PM0350'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0350'RECOVERED IN GOOD CONDITION.  THE BUILDING IS THE STAGE ROAD INN.
 PM0350
 PM0350                          STATION RECOVERY (2004)
 PM0350
 PM0350'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0350'RECOVERED IN GOOD CONDITION.
 PM0350
 PM0350                          STATION RECOVERY (2005)
 PM0350
 PM0350'RECOVERY NOTE BY US POWER SQUADRON 2005 (JCH)
 PM0350'RECOVERED IN GOOD CONDITION.
 PM0350
 PM0350                          STATION RECOVERY (2005)
 PM0350
 PM0350'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 PM0350'NOT FOUND.  THE ROD HAS BEEN REMOVED FROM THE BUILDING LEAVING A HOLE
 PM0350'IN THE BRICK MORTAR.
 PM0350
 PM0350                          STATION RECOVERY (2006)
 PM0350
 PM0350'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRB)
 PM0350'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1975 AND 2002.  NOTE-- IT
 PM0350'IS ABOVE AND TO THE RIGHT OF A CHIPPED BRICK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0351 ***********************************************************************
 PM0351  DESIGNATION -  LSC 7 B 109
 PM0351  PID         -  PM0351
 PM0351  STATE/COUNTY-  WI/DOOR
 PM0351  USGS QUAD   -  STURGEON BAY WEST (1981)
 PM0351
 PM0351                         *CURRENT SURVEY CONTROL
 PM0351  ___________________________________________________________________
 PM0351* NAD 83(1986)-  44 49 22.     (N)    087 22 48.     (W)     SCALED    
 PM0351* NAVD 88     -       187.517  (meters)     615.21   (feet)  ADJUSTED  
 PM0351  ___________________________________________________________________
 PM0351  GEOID HEIGHT-         -36.70  (meters)                     GEOID03
 PM0351  DYNAMIC HT  -         187.498 (meters)     615.15  (feet)  COMP
 PM0351  MODELED GRAV-     980,515.3   (mgal)                       NAVD 88
 PM0351
 PM0351  VERT ORDER  -  FIRST     CLASS I
 PM0351
 PM0351.The horizontal coordinates were scaled from a topographic map and have
 PM0351.an estimated accuracy of +/- 6 seconds.
 PM0351
 PM0351.The orthometric height was determined by differential leveling
 PM0351.and adjusted by the National Geodetic Survey in June 1991..
 PM0351
 PM0351.The geoid height was determined by GEOID03.
 PM0351
 PM0351.The dynamic height is computed by dividing the NAVD 88
 PM0351.geopotential number by the normal gravity value computed on the
 PM0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0351.degrees latitude (g = 980.6199 gals.).
 PM0351
 PM0351.The modeled gravity was interpolated from observed gravity values.
 PM0351
 PM0351;                    North         East    Units  Estimated Accuracy
 PM0351;SPC WI C     -   113,290.      807,170.      MT  (+/- 180 meters Scaled)
 PM0351
 PM0351                          SUPERSEDED SURVEY CONTROL
 PM0351
 PM0351.No superseded survey control is available for this station.
 PM0351
 PM0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ699633(NAD 83)
 PM0351_MARKER: DD = SURVEY DISK
 PM0351_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PM0351_SP_SET: FOUNDATION WALL
 PM0351_STAMPING: LSC 7B109 1975 AC
 PM0351_MARK LOGO: NOS   
 PM0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0351+STABILITY: SURFACE MOTION
 PM0351_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0351+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2005
 PM0351
 PM0351  HISTORY     - Date     Condition        Report By
 PM0351  HISTORY     - 1975     MONUMENTED       NOS
 PM0351  HISTORY     - 19910504 GOOD             USPSQD
 PM0351  HISTORY     - 20021123 GOOD             USPSQD
 PM0351  HISTORY     - 20050728 GOOD             WIDT
 PM0351  HISTORY     - 20051027 GOOD             USPSQD
 PM0351
 PM0351                          STATION DESCRIPTION
 PM0351
 PM0351'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0351'IN STURGEON BAY.
 PM0351'IN STURGEON BAY, ABOUT 0.6 MILE SOUTHERLY ALONG COUNTY ROAD U (OXFORD
 PM0351'AVENUE) FROM THE JUNCTION OF STATE HIGHWAY 42, AT THE STURGEON BAY
 PM0351'WEST SIDE FIRE STATION, ON THE EASTERLY SIDE OF THE BUILDING, 11.2
 PM0351'FEET SOUTHERLY OF THE NORTHERLY BUILDING CORNER, BEING THE HORIZONTAL
 PM0351'LINE OF A CROSS AT THE CENTER OF A BRONZE DISK, SET INTO THE BRICK
 PM0351'WALL.
 PM0351'THE MARK IS 3.0 FT ABOVE GROUND.
 PM0351
 PM0351                          STATION RECOVERY (1991)
 PM0351
 PM0351'RECOVERY NOTE BY US POWER SQUADRON 1991 (KH)
 PM0351'RECOVERED IN GOOD CONDITION.
 PM0351
 PM0351                          STATION RECOVERY (2002)
 PM0351
 PM0351'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0351'RECOVERED IN GOOD CONDITION.  THE FIRE STATION IS 0.1 MILE NORTH OF
 PM0351'STATE HIGHWAYS 42 AND 57 ON THE NORTHEAST SIDE OF SOUTH OXFORD AVENUE.
 PM0351'THE SIDE OF THE BUILDING PREVENTS 360 DEGREE EXPOSURE 15 DEGREES ABOVE
 PM0351'THE HORIZON.
 PM0351
 PM0351                          STATION RECOVERY (2005)
 PM0351
 PM0351'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0351'RECOVERED AS DESCRIBED IN GOOD CONDITION.  ADD THE STATION IS 64.0 M
 PM0351'NORTHWEST OF THE CENTERLINE OF EAST VINE STREET, AND 48.7 M NORTHEAST
 PM0351'OF THE CENTERLINE OF SOUTH OXFORD AVENUE.
 PM0351
 PM0351                          STATION RECOVERY (2005)
 PM0351
 PM0351'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 PM0351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0352 ***********************************************************************
 PM0352  DESIGNATION -  LSC 7 B 110
 PM0352  PID         -  PM0352
 PM0352  STATE/COUNTY-  WI/DOOR
 PM0352  USGS QUAD   -  STURGEON BAY WEST (1981)
 PM0352
 PM0352                         *CURRENT SURVEY CONTROL
 PM0352  ___________________________________________________________________
 PM0352* NAD 83(1986)-  44 49 42.     (N)    087 23 03.     (W)     SCALED    
 PM0352* NAVD 88     -       183.962  (meters)     603.55   (feet)  ADJUSTED  
 PM0352  ___________________________________________________________________
 PM0352  GEOID HEIGHT-         -36.71  (meters)                     GEOID03
 PM0352  DYNAMIC HT  -         183.944 (meters)     603.49  (feet)  COMP
 PM0352  MODELED GRAV-     980,515.7   (mgal)                       NAVD 88
 PM0352
 PM0352  VERT ORDER  -  FIRST     CLASS I
 PM0352
 PM0352.The horizontal coordinates were scaled from a topographic map and have
 PM0352.an estimated accuracy of +/- 6 seconds.
 PM0352
 PM0352.The orthometric height was determined by differential leveling
 PM0352.and adjusted by the National Geodetic Survey in June 1991..
 PM0352
 PM0352.The geoid height was determined by GEOID03.
 PM0352
 PM0352.The dynamic height is computed by dividing the NAVD 88
 PM0352.geopotential number by the normal gravity value computed on the
 PM0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0352.degrees latitude (g = 980.6199 gals.).
 PM0352
 PM0352.The modeled gravity was interpolated from observed gravity values.
 PM0352
 PM0352;                    North         East    Units  Estimated Accuracy
 PM0352;SPC WI C     -   113,890.      806,820.      MT  (+/- 180 meters Scaled)
 PM0352
 PM0352                          SUPERSEDED SURVEY CONTROL
 PM0352
 PM0352.No superseded survey control is available for this station.
 PM0352
 PM0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ696639(NAD 83)
 PM0352_MARKER: DD = SURVEY DISK
 PM0352_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PM0352_SP_SET: FOUNDATION WALL
 PM0352_STAMPING: LSC 7B110 1975 AC
 PM0352_MARK LOGO: NOS   
 PM0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0352+STABILITY: SURFACE MOTION
 PM0352_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0352+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2005
 PM0352
 PM0352  HISTORY     - Date     Condition        Report By
 PM0352  HISTORY     - 1975     MONUMENTED       NOS
 PM0352  HISTORY     - 19910504 MARK NOT FOUND   USPSQD
 PM0352  HISTORY     - 20030516 GOOD             USPSQD
 PM0352  HISTORY     - 20050728 GOOD             WIDT
 PM0352  HISTORY     - 20051027 GOOD             USPSQD
 PM0352
 PM0352                          STATION DESCRIPTION
 PM0352
 PM0352'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0352'IN STURGEON BAY.
 PM0352'IN STURGEON BAY, 0.2 MILE SOUTH ALONG STATE HIGHWAYS 42 AND 57
 PM0352'(MADISON AVENUE) FROM THE SOUTH SIDE OF THE CANAL AT MADISON AVENUE,
 PM0352'BETWEEN MAPLE STREET AND OAK STREET, 16.5 FEET EAST OF UTILITY POLE
 PM0352'NUMBER 65 CC71, 3.5 FEET WEST OF THE NORTHEAST CORNER OF 43 MADISON
 PM0352'STREET, A 2-STORY BRICK BUILDING, BEING THE HORIZONTAL LINE OF A
 PM0352'CROSS AT THE CENTER OF A BRONZE DISK SET INTO THE BRICK.
 PM0352'THE MARK IS 4.3 FT ABOVE GROUND.
 PM0352
 PM0352                          STATION RECOVERY (1991)
 PM0352
 PM0352'RECOVERY NOTE BY US POWER SQUADRON 1991 (KH)
 PM0352'MARK NOT FOUND.
 PM0352
 PM0352                          STATION RECOVERY (2003)
 PM0352
 PM0352'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0352'RECOVERED IN GOOD CONDITION.  THE UTILITY POLE AND STATION ARE LOCATED
 PM0352'OF THE SOUTH SIDE OF AN ALLEY RUNNING TO A PARKING LOT ALONG THE NORTH
 PM0352'SIDE OF SONNY'S PIZZERIA.  THE STATION IS UNDER THE PARKING SIGN
 PM0352'PAINTED ON THE RED BRICK.  BUILDINGS WOULD OBSTRUCT SATELLITE
 PM0352'OBSERVATIONS.
 PM0352
 PM0352                          STATION RECOVERY (2005)
 PM0352
 PM0352'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0352'RECOVERED AS DESCRIBED IN GOOD CONDITION.   ADD THE STATION IS 30.5 M
 PM0352'SOUTH OF THE CENTERLINE OF MAPLE STREET, AND 10.0 M WEST OF THE
 PM0352'CENTERLINE OF MADISON STREET.
 PM0352
 PM0352                          STATION RECOVERY (2005)
 PM0352
 PM0352'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 PM0352'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0289 ***********************************************************************
 PM0289  DESIGNATION -  LSC 7 B 67
 PM0289  PID         -  PM0289
 PM0289  STATE/COUNTY-  WI/MANITOWOC
 PM0289  USGS QUAD   -  MANITOWOC (1973)
 PM0289
 PM0289                         *CURRENT SURVEY CONTROL
 PM0289  ___________________________________________________________________
 PM0289* NAD 83(1986)-  44 06 24.     (N)    087 38 54.     (W)     SCALED    
 PM0289* NAVD 88     -       179.873  (meters)     590.13   (feet)  ADJUSTED  
 PM0289  ___________________________________________________________________
 PM0289  GEOID HEIGHT-         -36.14  (meters)                     GEOID03
 PM0289  DYNAMIC HT  -         179.844 (meters)     590.04  (feet)  COMP
 PM0289  MODELED GRAV-     980,453.4   (mgal)                       NAVD 88
 PM0289
 PM0289  VERT ORDER  -  FIRST     CLASS I
 PM0289
 PM0289.The horizontal coordinates were scaled from a topographic map and have
 PM0289.an estimated accuracy of +/- 6 seconds.
 PM0289
 PM0289.The orthometric height was determined by differential leveling
 PM0289.and adjusted by the National Geodetic Survey in June 1991..
 PM0289
 PM0289.The geoid height was determined by GEOID03.
 PM0289
 PM0289.The dynamic height is computed by dividing the NAVD 88
 PM0289.geopotential number by the normal gravity value computed on the
 PM0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0289.degrees latitude (g = 980.6199 gals.).
 PM0289
 PM0289.The modeled gravity was interpolated from observed gravity values.
 PM0289
 PM0289;                    North         East    Units  Estimated Accuracy
 PM0289;SPC WI S     -   236,690.      788,260.      MT  (+/- 180 meters Scaled)
 PM0289
 PM0289                          SUPERSEDED SURVEY CONTROL
 PM0289
 PM0289.No superseded survey control is available for this station.
 PM0289
 PM0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP481839(NAD 83)
 PM0289_MARKER: B = BOLT
 PM0289_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PM0289_SP_SET: CONCRETE PUMP STATION COVER
 PM0289_MARK LOGO: NONE  
 PM0289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PM0289
 PM0289  HISTORY     - Date     Condition        Report By
 PM0289  HISTORY     - 1975     MONUMENTED       NOS
 PM0289  HISTORY     - 20021028 MARK NOT FOUND   USPSQD
 PM0289  HISTORY     - 20040305 MARK NOT FOUND   USPSQD
 PM0289
 PM0289                          STATION DESCRIPTION
 PM0289
 PM0289'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0289'IN MANITOWOC.
 PM0289'IN MANITOWOC, FROM THE SEARS STORE AT NORTH EIGHT AND COMMERCIAL
 PM0289'STREETS, 1.1 MILES ALONG EAST CLEVELAND AVENUE, NORTH OF LAKE VIEW
 PM0289'DRIVE AND SOUTH OF THE BRIDGE OVER LITTLE MANITOWOC RIVER, ON LAKE
 PM0289'MICHIGAN SIDE OF EAST CLEVELAND, 36.1 FEET FROM THE CENTERLINE, 30.7
 PM0289'FEET SOUTHWESTERLY OF UP NO. 5E2027, AT THE NORTH CORNER OF A 8.8
 PM0289'FOOT BY 7.9 FOOT CONCRETE PUMP STATION COVER CONTAINING TWO IRON TRAP
 PM0289'DOORS AND ONE VENT, 0.9 FT SOUTHEASTERLY OF THE NORTHEAST FACE, BEING
 PM0289'THE HIGHEST POINT OVER A BRASS BOLT SET INTO THE CONCRETE.
 PM0289
 PM0289                          STATION RECOVERY (2002)
 PM0289
 PM0289'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0289'MARK NOT FOUND.
 PM0289
 PM0289                          STATION RECOVERY (2004)
 PM0289
 PM0289'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0289'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0290 ***********************************************************************
 PM0290  DESIGNATION -  LSC 7 B 68
 PM0290  PID         -  PM0290
 PM0290  STATE/COUNTY-  WI/MANITOWOC
 PM0290  USGS QUAD   -  MANITOWOC (1973)
 PM0290
 PM0290                         *CURRENT SURVEY CONTROL
 PM0290  ___________________________________________________________________
 PM0290* NAD 83(1986)-  44 06 54.     (N)    087 38 12.     (W)     SCALED    
 PM0290* NAVD 88     -       182.044  (meters)     597.26   (feet)  ADJUSTED  
 PM0290  ___________________________________________________________________
 PM0290  GEOID HEIGHT-         -36.15  (meters)                     GEOID03
 PM0290  DYNAMIC HT  -         182.015 (meters)     597.16  (feet)  COMP
 PM0290  MODELED GRAV-     980,455.0   (mgal)                       NAVD 88
 PM0290
 PM0290  VERT ORDER  -  FIRST     CLASS I
 PM0290
 PM0290.The horizontal coordinates were scaled from a topographic map and have
 PM0290.an estimated accuracy of +/- 6 seconds.
 PM0290
 PM0290.The orthometric height was determined by differential leveling
 PM0290.and adjusted by the National Geodetic Survey in June 1991..
 PM0290
 PM0290.The geoid height was determined by GEOID03.
 PM0290
 PM0290.The dynamic height is computed by dividing the NAVD 88
 PM0290.geopotential number by the normal gravity value computed on the
 PM0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0290.degrees latitude (g = 980.6199 gals.).
 PM0290
 PM0290.The modeled gravity was interpolated from observed gravity values.
 PM0290
 PM0290;                    North         East    Units  Estimated Accuracy
 PM0290;SPC WI S     -   237,650.      789,160.      MT  (+/- 180 meters Scaled)
 PM0290
 PM0290                          SUPERSEDED SURVEY CONTROL
 PM0290
 PM0290.No superseded survey control is available for this station.
 PM0290
 PM0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP490848(NAD 83)
 PM0290_MARKER: B = BOLT
 PM0290_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PM0290+WITH SETTING: PAVEMENT
 PM0290_SP_SET: CONCRETE FOUNDATION OF SIGN
 PM0290_MARK LOGO: NONE  
 PM0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0290+STABILITY: SURFACE MOTION
 PM0290
 PM0290  HISTORY     - Date     Condition        Report By
 PM0290  HISTORY     - 1975     MONUMENTED       NOS
 PM0290  HISTORY     - 20021027 POOR             USPSQD
 PM0290  HISTORY     - 20040305 POOR             USPSQD
 PM0290  HISTORY     - 20050306 POOR             USPSQD
 PM0290  HISTORY     - 20050718 POOR             WIDT
 PM0290
 PM0290                          STATION DESCRIPTION
 PM0290
 PM0290'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0290'IN MANITOWOC.
 PM0290'IN MANITOWOC ON THE SOUTHEAST SIDE OF MANITOWOC AT THE MID CITIES
 PM0290'MALL SHOPPING CENTER WHERE A SOUTHBOUND MEMORIAL DRIVE LANE VEERS
 PM0290'WESTERLY TO BECOME EAST REED AVENUE, 154.4 FEET NORTHEAST OF THE
 PM0290'CENTERLINE OF THE ENTRANCE DRIVE TO THE SHOPPING CENTERS PARKING LOT,
 PM0290'71.5 FEET NORTH OF THE CENTERLINE OF EAST REED AVENUE, ON THE
 PM0290'NORTHWEST CORNER OF THE CONCRETE FOUNDATION FOR A SIGN (MID CITIES
 PM0290'MALL), BEING THE HIGHEST POINT OF AN X ON A 1-INCH DIAMETER BRASS
 PM0290'SUPPORT BOLT FOR THE SIGN.
 PM0290
 PM0290                          STATION RECOVERY (2002)
 PM0290
 PM0290'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0290'NORTHEAST SIDE OF MANITOWOC AT THE LAKEVIEW SHOPPING CENTER. THE SIGN
 PM0290'IS SUPPORTED BY TWO 16 INCH STEEL COLUMNS BOLTED TO A CONCRETE BASE
 PM0290'COVERED WITH ASPHALT. AN X IS FILED INTO THE NORTHWEST-MOST 1 INCH
 PM0290'BOLT ATTACHING THE NORTHWEST-MOST COLUMN TO THE CONCRETE FOUNDATION.
 PM0290'OTHER STATION DESCRIPTIONS FROM 1975 ARE CORRECT AS STATED.
 PM0290
 PM0290                          STATION RECOVERY (2004)
 PM0290
 PM0290'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0290'MARK RECOVERED IN POOR CONDITION.
 PM0290
 PM0290                          STATION RECOVERY (2005)
 PM0290
 PM0290'RECOVERY NOTE BY US POWER SQUADRON 2005 (JCH)
 PM0290'MARK RECOVERED IN POOR CONDITION.
 PM0290
 PM0290                          STATION RECOVERY (2005)
 PM0290
 PM0290'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0290'RECOVERED IN POOR CONDITION.  ADD-- CONCUR WITH 2002 RECOVERY NOTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0291 ***********************************************************************
 PM0291  DESIGNATION -  LSC 7 B 69
 PM0291  PID         -  PM0291
 PM0291  STATE/COUNTY-  WI/MANITOWOC
 PM0291  USGS QUAD   -  TWO RIVERS (1978)
 PM0291
 PM0291                         *CURRENT SURVEY CONTROL
 PM0291  ___________________________________________________________________
 PM0291* NAD 83(1986)-  44 07 30.     (N)    087 37 12.     (W)     SCALED    
 PM0291* NAVD 88     -       181.118  (meters)     594.22   (feet)  ADJUSTED  
 PM0291  ___________________________________________________________________
 PM0291  GEOID HEIGHT-         -36.16  (meters)                     GEOID03
 PM0291  DYNAMIC HT  -         181.089 (meters)     594.12  (feet)  COMP
 PM0291  MODELED GRAV-     980,456.9   (mgal)                       NAVD 88
 PM0291
 PM0291  VERT ORDER  -  FIRST     CLASS I
 PM0291
 PM0291.The horizontal coordinates were scaled from a topographic map and have
 PM0291.an estimated accuracy of +/- 6 seconds.
 PM0291
 PM0291.The orthometric height was determined by differential leveling
 PM0291.and adjusted by the National Geodetic Survey in June 1991..
 PM0291
 PM0291.The geoid height was determined by GEOID03.
 PM0291
 PM0291.The dynamic height is computed by dividing the NAVD 88
 PM0291.geopotential number by the normal gravity value computed on the
 PM0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0291.degrees latitude (g = 980.6199 gals.).
 PM0291
 PM0291.The modeled gravity was interpolated from observed gravity values.
 PM0291
 PM0291;                    North         East    Units  Estimated Accuracy
 PM0291;SPC WI S     -   238,800.      790,470.      MT  (+/- 180 meters Scaled)
 PM0291
 PM0291                          SUPERSEDED SURVEY CONTROL
 PM0291
 PM0291.No superseded survey control is available for this station.
 PM0291
 PM0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP503859(NAD 83)
 PM0291_MARKER: DD = SURVEY DISK
 PM0291_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PM0291_SP_SET: WINGWALL
 PM0291_STAMPING: LSC 7B69 1975
 PM0291_MARK LOGO: NOS   
 PM0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0291+STABILITY: SURFACE MOTION
 PM0291_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0291+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 PM0291
 PM0291  HISTORY     - Date     Condition        Report By
 PM0291  HISTORY     - 1975     MONUMENTED       NOS
 PM0291  HISTORY     - 20021028 GOOD             USPSQD
 PM0291  HISTORY     - 20040305 GOOD             USPSQD
 PM0291  HISTORY     - 20050725 GOOD             WIDT
 PM0291
 PM0291                          STATION DESCRIPTION
 PM0291
 PM0291'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0291'1.6 KM (1.00 MI) EAST FROM MANITOWOC.
 PM0291'1.0 MILE EAST ALONG MEMORIAL DRIVE (WISCONSIN HIGHWAY 42) FROM ITS
 PM0291'JUNCTION WITH EAST REED AVENUE AT THE MID CITIES SHOPPING CENTER, AT
 PM0291'A CONCRETE CULVERT ON THE NORTH SIDE OF THE HIGHWAY, 36.4 FEET NORTH
 PM0291'OF THE CENTERLINE OF THE WESTBOUND LANE OF MEMORIAL DRIVE, 34.1 FEET
 PM0291'NORTHEASTERLY OF A UTILITY POLE NEAR SOUTHWEST CORNER OF A CONCRETE
 PM0291'AND STONE RETAINING WALL, 17.3 FEET WEST OF THE EAST INSIDE ANGLE OF
 PM0291'THE EAST WING WITH THE MAIN SECTION, 3.0 FEET BELOW THE ROAD SURFACE
 PM0291'ON THE WEST WING, 0.8 FT SOUTHWESTERLY OF THE NORTHEAST TIP OF THE
 PM0291'WING, BEING THE HIGHEST POINT OF A CROSS ON A BRASS DISK SET INTO THE
 PM0291'CONCRETE.
 PM0291
 PM0291                          STATION RECOVERY (2002)
 PM0291
 PM0291'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0291'RECOVERED IN GOOD CONDITION.
 PM0291
 PM0291                          STATION RECOVERY (2004)
 PM0291
 PM0291'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0291'RECOVERED IN GOOD CONDITION.
 PM0291
 PM0291                          STATION RECOVERY (2005)
 PM0291
 PM0291'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0291' RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 33.5 M NORTH OF
 PM0291'LIGHT POLE --5100--, 10.1 M NORTHEAST OF A TELEPHONE PEDESTAL
 PM0291'--2387--, 4.5 M WEST OF THE EDGE OF ASPHALT PAVEMENT, 4.3 M WEST OF A
 PM0291'GUARDRAIL, AND 0.2 M SOUTHEAST OF AN ORANGE FIBERGLASS WITNESS POST.
 PM0291' 
 PM0291'---NOTE--- BOX CULVERT IS IN THE RIGHT-OF-WAY OF HIGHWAY 42 AND
 PM0291'LOCATED IN FRONT OF THE AURORA MEDICAL CENTER, CLINIC AND PHARMACY
 PM0291'ADDITION CONSTRUCTED IN THE SUMMER OF 2005.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0292 ***********************************************************************
 PM0292  DESIGNATION -  LSC 7 B 70
 PM0292  PID         -  PM0292
 PM0292  STATE/COUNTY-  WI/MANITOWOC
 PM0292  USGS QUAD   -  TWO RIVERS (1978)
 PM0292
 PM0292                         *CURRENT SURVEY CONTROL
 PM0292  ___________________________________________________________________
 PM0292* NAD 83(1986)-  44 08 06.     (N)    087 35 48.     (W)     SCALED    
 PM0292* NAVD 88     -       181.789  (meters)     596.42   (feet)  ADJUSTED  
 PM0292  ___________________________________________________________________
 PM0292  GEOID HEIGHT-         -36.17  (meters)                     GEOID03
 PM0292  DYNAMIC HT  -         181.761 (meters)     596.33  (feet)  COMP
 PM0292  MODELED GRAV-     980,459.1   (mgal)                       NAVD 88
 PM0292
 PM0292  VERT ORDER  -  FIRST     CLASS I
 PM0292
 PM0292.The horizontal coordinates were scaled from a topographic map and have
 PM0292.an estimated accuracy of +/- 6 seconds.
 PM0292
 PM0292.The orthometric height was determined by differential leveling
 PM0292.and adjusted by the National Geodetic Survey in June 1991..
 PM0292
 PM0292.The geoid height was determined by GEOID03.
 PM0292
 PM0292.The dynamic height is computed by dividing the NAVD 88
 PM0292.geopotential number by the normal gravity value computed on the
 PM0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0292.degrees latitude (g = 980.6199 gals.).
 PM0292
 PM0292.The modeled gravity was interpolated from observed gravity values.
 PM0292
 PM0292;                    North         East    Units  Estimated Accuracy
 PM0292;SPC WI S     -   239,960.      792,300.      MT  (+/- 180 meters Scaled)
 PM0292
 PM0292                          SUPERSEDED SURVEY CONTROL
 PM0292
 PM0292.No superseded survey control is available for this station.
 PM0292
 PM0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP522870(NAD 83)
 PM0292_MARKER: B = BOLT
 PM0292_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PM0292+WITH SETTING: PAVEMENT
 PM0292_SP_SET: CONCRETE BASE OF SIGN
 PM0292_MARK LOGO: NONE  
 PM0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0292+STABILITY: SURFACE MOTION
 PM0292_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0292+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 PM0292
 PM0292  HISTORY     - Date     Condition        Report By
 PM0292  HISTORY     - 1975     MONUMENTED       NOS
 PM0292  HISTORY     - 20021027 GOOD             USPSQD
 PM0292  HISTORY     - 20040305 GOOD             USPSQD
 PM0292  HISTORY     - 20050306 GOOD             USPSQD
 PM0292  HISTORY     - 20050725 GOOD             WIDT
 PM0292
 PM0292                          STATION DESCRIPTION
 PM0292
 PM0292'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0292'3.4 KM (2.10 MI) EAST FROM MANITOWOC.
 PM0292'2.1 MILES EAST ALONG MEMORIAL DRIVE (WISCONSIN HIGHWAY 42 ) FROM ITS
 PM0292'JUNCTION WITH EAST REED AVENUE, AT THE MID CITIES SHOPPING CENTER, AT
 PM0292'THE GREENWOODS TV AND APPLIANCE STORE, IN THE CONCRETE BASE OF THE
 PM0292'SIGN IN FRONT OF THE STORE, 16.4 FEET NORTHWEST OF A 20-INCH ELM
 PM0292'TREE, 0.4 FT FROM THE SOUTH EDGE OF THE PAD, 2.0 FEET FROM THE EAST
 PM0292'EDGE OF THE PAD, BEING THE HIGHEST POINT OF A ONE HALF INCH BRASS
 PM0292'BOLT SET INTO THE CONCRETE.
 PM0292
 PM0292                          STATION RECOVERY (2002)
 PM0292
 PM0292'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0292'STATION DESCRIPTION FROM 1975 IS CORRECT EXCEPT THAT THE SHOPPING
 PM0292'CENTER IS NAMED LAKEVIEW CENTER.  GREENWOODS TV AND APPLIENCE STORE IS
 PM0292'ABOUT 200 FEET SOUTH OF KIRST ROAD ON THE NORTH SIDE OF MEMORIAL DRIVE
 PM0292'(HIGHWAY 42).
 PM0292
 PM0292                          STATION RECOVERY (2004)
 PM0292
 PM0292'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0292'RECOVERED IN GOOD CONDITION.
 PM0292
 PM0292                          STATION RECOVERY (2005)
 PM0292
 PM0292'RECOVERY NOTE BY US POWER SQUADRON 2005 (JCH)
 PM0292'RECOVERED IN GOOD CONDITION.
 PM0292
 PM0292                          STATION RECOVERY (2005)
 PM0292
 PM0292'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0292'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS LOCATED 15.0 M
 PM0292'NORTH OF THE CENTERLINE OF THE SOUTHBOUND LANES OF DIVIDED STATE
 PM0292'HIGHWAY 42,
 PM0292'13.1 M WEST OF A POWER POLE WHICH IS 3.5 M SOUTHEAST OF THE SOUTHEAST
 PM0292'BUILDING CORNER OF GREENWOOD'S APPLIANCE AND VIDEO STORE AT 3114
 PM0292'MEMORIAL DRIVE.
 PM0292'---NOTE--- THE ELM TREE REFERENCED IN THE 1975 DESCRIPTION NO LONGER
 PM0292'EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0293 ***********************************************************************
 PM0293  DESIGNATION -  LSC 7 B 71
 PM0293  PID         -  PM0293
 PM0293  STATE/COUNTY-  WI/MANITOWOC
 PM0293  USGS QUAD   -  TWO RIVERS (1978)
 PM0293
 PM0293                         *CURRENT SURVEY CONTROL
 PM0293  ___________________________________________________________________
 PM0293* NAD 83(1986)-  44 08 18.     (N)    087 35 18.     (W)     SCALED    
 PM0293* NAVD 88     -       180.692  (meters)     592.82   (feet)  ADJUSTED  
 PM0293  ___________________________________________________________________
 PM0293  GEOID HEIGHT-         -36.17  (meters)                     GEOID03
 PM0293  DYNAMIC HT  -         180.664 (meters)     592.73  (feet)  COMP
 PM0293  MODELED GRAV-     980,459.8   (mgal)                       NAVD 88
 PM0293
 PM0293  VERT ORDER  -  FIRST     CLASS I
 PM0293
 PM0293.The horizontal coordinates were scaled from a topographic map and have
 PM0293.an estimated accuracy of +/- 6 seconds.
 PM0293
 PM0293.The orthometric height was determined by differential leveling
 PM0293.and adjusted by the National Geodetic Survey in June 1991..
 PM0293
 PM0293.The geoid height was determined by GEOID03.
 PM0293
 PM0293.The dynamic height is computed by dividing the NAVD 88
 PM0293.geopotential number by the normal gravity value computed on the
 PM0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0293.degrees latitude (g = 980.6199 gals.).
 PM0293
 PM0293.The modeled gravity was interpolated from observed gravity values.
 PM0293
 PM0293;                    North         East    Units  Estimated Accuracy
 PM0293;SPC WI S     -   240,350.      792,960.      MT  (+/- 180 meters Scaled)
 PM0293
 PM0293                          SUPERSEDED SURVEY CONTROL
 PM0293
 PM0293.No superseded survey control is available for this station.
 PM0293
 PM0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP529874(NAD 83)
 PM0293_MARKER: B = BOLT
 PM0293_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PM0293+WITH SETTING: PAVEMENT
 PM0293_SP_SET: CONCRETE BASE OF SIGN
 PM0293_MARK LOGO: NONE  
 PM0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0293+STABILITY: SURFACE MOTION
 PM0293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0293+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 PM0293
 PM0293  HISTORY     - Date     Condition        Report By
 PM0293  HISTORY     - 1975     MONUMENTED       NOS
 PM0293  HISTORY     - 20021028 GOOD             USPSQD
 PM0293  HISTORY     - 20040305 GOOD             USPSQD
 PM0293  HISTORY     - 20050725 GOOD             WIDT
 PM0293
 PM0293                          STATION DESCRIPTION
 PM0293
 PM0293'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0293'IN TWO RIVERS.
 PM0293'3.1 MILES EAST ALONG MEMORIAL DRIVE (WISCONSIN HIGHWAY 42) FROM ITS
 PM0293'JUNCTION WITH EAST REED AVENUE IN MANITOWOC, AT THE MID CITIES
 PM0293'SHOPPING CENTER TO LOWELL STREET, NORTH ON LOWELL STREET TO 6TH
 PM0293'STREET, SOUTH ON 6TH STREET FOR APPROXIMATELY O.3 MILE, ON THE
 PM0293'WESTERLY OF TWO CONCRETE SIGN BASES, 46.5 FEET WEST OF THE CENTERLINE
 PM0293'OF 6TH STREET, 13.5 FEET WEST OF THE EAST BASE, BEING THE HIGHEST
 PM0293'POINT OF A ONE HALF INCH BRAS BOLT SET INTO CONCRETE.
 PM0293
 PM0293                          STATION RECOVERY (2002)
 PM0293
 PM0293'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0293'ON SOUTH SIDE OF TWO RIVERS 0.3 MI SOUTH ON 6TH STREET FROM LOWELL
 PM0293'STREET NEAR THE END OF 6TH STREET WHERE IT TURNS INTO A PARKING LOT.
 PM0293
 PM0293                          STATION RECOVERY (2004)
 PM0293
 PM0293'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0293'RECOVERED IN GOOD CONDITION.
 PM0293
 PM0293                          STATION RECOVERY (2005)
 PM0293
 PM0293'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0293' RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 34.7 M EAST OF A
 PM0293'BRONZE PLATE IN THE PLATT PARK MEMORIAL FLOWER PLANTER, 14.2 M NORTH
 PM0293'OF THE EXTENDED CENTERLINE OF SIXTH STREET, 4.1 M NORTH OF THE
 PM0293'NORTHERLY FACE OF THE SOUTHERLY SIGN BASE, AND 0.9 M WEST OF AN ORANGE
 PM0293'FIBERGLASS WITNESS POST.  ---NOTE--- THE STATION IS LOCATED IN THE
 PM0293'NORTH SIGN BASE (NOT THE WEST SIGN BASE AS PREVIOUSLY STATED).
 PM0293'---NOTE2--- SIXTH STREET TERMINATES 30.5 M WEST OF THE INTERSECTION
 PM0293'WITH BUCHHOLZ STREET THEREFORE THE STATION IS ON PRIVATE PROPERTY OF A
 PM0293'VACANT MANUFACTURING PLANT, ACCESS TO THE STATION IS THROUGH THE
 PM0293'CHAINED GATES AT THE END OF SIXTH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0301 ***********************************************************************
 PM0301  DESIGNATION -  LSC 7 B 72
 PM0301  PID         -  PM0301
 PM0301  STATE/COUNTY-  WI/MANITOWOC
 PM0301  USGS QUAD   -  TWO RIVERS (1978)
 PM0301
 PM0301                         *CURRENT SURVEY CONTROL
 PM0301  ___________________________________________________________________
 PM0301* NAD 83(1986)-  44 09 18.     (N)    087 33 12.     (W)     SCALED    
 PM0301* NAVD 88     -       181.371  (meters)     595.05   (feet)  ADJUSTED  
 PM0301  ___________________________________________________________________
 PM0301  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PM0301  DYNAMIC HT  -         181.344 (meters)     594.96  (feet)  COMP
 PM0301  MODELED GRAV-     980,463.2   (mgal)                       NAVD 88
 PM0301
 PM0301  VERT ORDER  -  FIRST     CLASS I
 PM0301
 PM0301.The horizontal coordinates were scaled from a topographic map and have
 PM0301.an estimated accuracy of +/- 6 seconds.
 PM0301
 PM0301.The orthometric height was determined by differential leveling
 PM0301.and adjusted by the National Geodetic Survey in June 1991..
 PM0301
 PM0301.The geoid height was determined by GEOID03.
 PM0301
 PM0301.The dynamic height is computed by dividing the NAVD 88
 PM0301.geopotential number by the normal gravity value computed on the
 PM0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0301.degrees latitude (g = 980.6199 gals.).
 PM0301
 PM0301.The modeled gravity was interpolated from observed gravity values.
 PM0301
 PM0301;                    North         East    Units  Estimated Accuracy
 PM0301;SPC WI S     -   242,280.      795,700.      MT  (+/- 180 meters Scaled)
 PM0301
 PM0301                          SUPERSEDED SURVEY CONTROL
 PM0301
 PM0301.No superseded survey control is available for this station.
 PM0301
 PM0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP557892(NAD 83)
 PM0301_MARKER: DD = SURVEY DISK
 PM0301_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PM0301_SP_SET: FOUNDATION WALL
 PM0301_STAMPING: LSC 7B72 1975 AC
 PM0301_MARK LOGO: NOS   
 PM0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0301+STABILITY: SURFACE MOTION
 PM0301_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0301+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2005
 PM0301
 PM0301  HISTORY     - Date     Condition        Report By
 PM0301  HISTORY     - 1975     MONUMENTED       NOS
 PM0301  HISTORY     - 20021028 GOOD             USPSQD
 PM0301  HISTORY     - 20040305 GOOD             USPSQD
 PM0301  HISTORY     - 20050306 GOOD             USPSQD
 PM0301  HISTORY     - 20050718 GOOD             WIDT
 PM0301
 PM0301                          STATION DESCRIPTION
 PM0301
 PM0301'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0301'IN TWO RIVERS.
 PM0301'IN TWO RIVERS, EAST ON 22ND STREET FROM THE 22ND STREET BRIDGE OVER
 PM0301'THE EAST TWIN RIVER, APPROXIMATELY 5 BLOCKS, THEN NORTHEASTERLY ON
 PM0301'SANDY BAY ROAD, AT THE WISCONSIN NATIONAL GUARD ARMORY ON THE EAST
 PM0301'SIDE OF THE ROAD, ON THE SOUTH SIDE OF THE BUILDING, 66.2 FT EAST OF
 PM0301'THE EAST FACE OF THE CONCRETE SIDE ENTRANCE PORCH, 37.3 FT WEST OF A
 PM0301'UTILITY POLE, 3.35 FT ABOVE THE GROUND, 2.8 FT WEST OF THE SOUTHEAST
 PM0301'CORNER OF THE BUILDING, BEING THE HIGHEST POINT OF A CROSS AT THE
 PM0301'CENTER OF A BRONZE DISK SET INTO THE BRICK WALL.
 PM0301
 PM0301                          STATION RECOVERY (2002)
 PM0301
 PM0301'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0301'RECOVERED IN GOOD CONDITION.
 PM0301
 PM0301                          STATION RECOVERY (2004)
 PM0301
 PM0301'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0301'RECOVERED IN GOOD CONDITION.
 PM0301
 PM0301                          STATION RECOVERY (2005)
 PM0301
 PM0301'RECOVERY NOTE BY US POWER SQUADRON 2005 (JCH)
 PM0301'RECOVERED IN GOOD CONDITION.
 PM0301
 PM0301                          STATION RECOVERY (2005)
 PM0301
 PM0301'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0301'RECOVERED IN GOOD CONDITION.  ADD THE STATION IS 0.05 MI NORTH OF
 PM0301'TWENTY-SECOND STREET, 76.2 M EAST OF THE CENTERLINE OF COUNTY HIGHWAY
 PM0301'O, --NOTE1 THE STATION IS INSIDE A FENCED AREA TO THE ARMORY, TO
 PM0301'ACCESS THE STATION CONTACT THE GUARD ON DUTY THROUGH THE SPEAKER PHONE
 PM0301'AT THE MAIN ENTRANCE OF THE ARMORY OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0302 ***********************************************************************
 PM0302  DESIGNATION -  LSC 7 B 73
 PM0302  PID         -  PM0302
 PM0302  STATE/COUNTY-  WI/MANITOWOC
 PM0302  USGS QUAD   -  TWO RIVERS (1978)
 PM0302
 PM0302                         *CURRENT SURVEY CONTROL
 PM0302  ___________________________________________________________________
 PM0302* NAD 83(1986)-  44 09 54.     (N)    087 33 18.     (W)     SCALED    
 PM0302* NAVD 88     -       187.551  (meters)     615.32   (feet)  ADJUSTED  
 PM0302  ___________________________________________________________________
 PM0302  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PM0302  DYNAMIC HT  -         187.522 (meters)     615.23  (feet)  COMP
 PM0302  MODELED GRAV-     980,464.4   (mgal)                       NAVD 88
 PM0302
 PM0302  VERT ORDER  -  FIRST     CLASS I
 PM0302
 PM0302.The horizontal coordinates were scaled from a topographic map and have
 PM0302.an estimated accuracy of +/- 6 seconds.
 PM0302
 PM0302.The orthometric height was determined by differential leveling
 PM0302.and adjusted by the National Geodetic Survey in June 1991..
 PM0302
 PM0302.The geoid height was determined by GEOID03.
 PM0302
 PM0302.The dynamic height is computed by dividing the NAVD 88
 PM0302.geopotential number by the normal gravity value computed on the
 PM0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0302.degrees latitude (g = 980.6199 gals.).
 PM0302
 PM0302.The modeled gravity was interpolated from observed gravity values.
 PM0302
 PM0302;                    North         East    Units  Estimated Accuracy
 PM0302;SPC WI S     -   243,390.      795,540.      MT  (+/- 180 meters Scaled)
 PM0302
 PM0302                          SUPERSEDED SURVEY CONTROL
 PM0302
 PM0302.No superseded survey control is available for this station.
 PM0302
 PM0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP556903(NAD 83)
 PM0302_MARKER: B = BOLT
 PM0302_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PM0302+WITH SETTING: PAVEMENT
 PM0302_SP_SET: CONCRETE BASE OF SIGN
 PM0302_MARK LOGO: NONE  
 PM0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0302+STABILITY: SURFACE MOTION
 PM0302_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0302+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 PM0302
 PM0302  HISTORY     - Date     Condition        Report By
 PM0302  HISTORY     - 1975     MONUMENTED       NOS
 PM0302  HISTORY     - 20021028 GOOD             USPSQD
 PM0302  HISTORY     - 20040305 GOOD             USPSQD
 PM0302  HISTORY     - 20050306 GOOD             USPSQD
 PM0302  HISTORY     - 20050725 GOOD             WIDT
 PM0302
 PM0302                          STATION DESCRIPTION
 PM0302
 PM0302'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0302'IN TWO RIVERS.
 PM0302'IN TWO RIVERS, FROM THE BUSINESS DISTRICT AT WASHINGTON AVENUE AND
 PM0302'18TH STREET, GO NORTH ON WASHINGTON STREET TO 22ND STREET AND EAST ON
 PM0302'22ND STREET A TOTAL OF 0.4 MILE TO THE JUNCTION OF LINCOLN AVENUE AND
 PM0302'22ND STREET, NORTH FOR 0.78 MILE ON LINCOLN AVENUE (WISCONSIN HIGHWAY
 PM0302'42) TO JUST SOUTH OF EXTENDED CENTERLINE OF 34TH STREET, ON THE EAST
 PM0302'SIDE OF LINCOLN AVENUE, AT AN AUTOMOBILE DEALERSHIP, IMPORTED MOTORS,
 PM0302'46.7 FEET NORTH OF AND IN LINE WITH A LAMP POST ON THE DEALERSHIP
 PM0302'PARKING LOT, APPOXIMATELY 45.0 FEET WEST OF THE WEST FACE OF THE
 PM0302'BUILDING, 41.6 FEET EAST OF THE CENTERLINE OF LINCOLN AVENUE, 6.3
 PM0302'FEET WEST OF UTILITY POLE NUMBER 3215, JUST NORTH OF THE ASPHALT
 PM0302'DRIVE ON A 20-INCH DIAMETER CONCRETE BASE OF A SIGN (SUBARU) 16
 PM0302'INCHES ABOVE THE GROUND, ATOP A 16-INCH SQUARE IRON PLATE, BEING THE
 PM0302'HIGHEST POINT OF A CHISELED CROSS ON THE BASE PLATES 1 1/8-INCH
 PM0302'SOUTHEAST BOLT.
 PM0302
 PM0302                          STATION RECOVERY (2002)
 PM0302
 PM0302'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0302'THE PROPERTY IS OCCUPIED BY CHARTER COMMUNICATIONS.  THE SIGN IS GONE
 PM0302'BUT THE CONCRETE PILING AND BOLTS REMAIN.  STATION IS 6.3 FT WEST OF
 PM0302'UTILITY POLE NUMBER 3315, 10.7 FT SOUTH OF NEW UTILITY POLE NUMBER
 PM0302'5547,46.7 FT NORTH OF AND IN LINE WITH A LAMP POST, 41.7 FT SOUTH OF
 PM0302'CENTERLINE OF 34TH ST., AND 41.6 FT EAST OF CENTERLINE OF LINCOLN AVE.
 PM0302' 
 PM0302
 PM0302                          STATION RECOVERY (2004)
 PM0302
 PM0302'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0302'RECOVERED IN GOOD CONDITION.
 PM0302
 PM0302                          STATION RECOVERY (2005)
 PM0302
 PM0302'RECOVERY NOTE BY US POWER SQUADRON 2005 (JCH)
 PM0302'RECOVERED IN GOOD CONDITION.
 PM0302
 PM0302                          STATION RECOVERY (2005)
 PM0302
 PM0302'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0302'RECOVERED IN GOOD CONDITION, ADD-- THE STATION IS 0.2 M NORTHWEST OF
 PM0302'AN ORANGE FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0303 ***********************************************************************
 PM0303  DESIGNATION -  LSC 7 B 74
 PM0303  PID         -  PM0303
 PM0303  STATE/COUNTY-  WI/MANITOWOC
 PM0303  USGS QUAD   -  TWO RIVERS (1978)
 PM0303
 PM0303                         *CURRENT SURVEY CONTROL
 PM0303  ___________________________________________________________________
 PM0303* NAD 83(1986)-  44 11 30.     (N)    087 33 18.     (W)     SCALED    
 PM0303* NAVD 88     -       193.344  (meters)     634.33   (feet)  ADJUSTED  
 PM0303  ___________________________________________________________________
 PM0303  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 PM0303  DYNAMIC HT  -         193.315 (meters)     634.23  (feet)  COMP
 PM0303  MODELED GRAV-     980,467.7   (mgal)                       NAVD 88
 PM0303
 PM0303  VERT ORDER  -  FIRST     CLASS I
 PM0303
 PM0303.The horizontal coordinates were scaled from a topographic map and have
 PM0303.an estimated accuracy of +/- 6 seconds.
 PM0303
 PM0303.The orthometric height was determined by differential leveling
 PM0303.and adjusted by the National Geodetic Survey in June 1991..
 PM0303
 PM0303.The geoid height was determined by GEOID03.
 PM0303
 PM0303.The dynamic height is computed by dividing the NAVD 88
 PM0303.geopotential number by the normal gravity value computed on the
 PM0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0303.degrees latitude (g = 980.6199 gals.).
 PM0303
 PM0303.The modeled gravity was interpolated from observed gravity values.
 PM0303
 PM0303;                    North         East    Units  Estimated Accuracy
 PM0303;SPC WI S     -   246,350.      795,450.      MT  (+/- 180 meters Scaled)
 PM0303
 PM0303                          SUPERSEDED SURVEY CONTROL
 PM0303
 PM0303.No superseded survey control is available for this station.
 PM0303
 PM0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP556933(NAD 83)
 PM0303_MARKER: Z = SEE DESCRIPTION
 PM0303_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PM0303+WITH SETTING: INFORMATION.
 PM0303_SP_SET: SHALLOW-SET METAL ROD
 PM0303_MARK LOGO: NONE  
 PM0303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PM0303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0303+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2003
 PM0303
 PM0303  HISTORY     - Date     Condition        Report By
 PM0303  HISTORY     - 1975     MONUMENTED       NOS
 PM0303  HISTORY     - 20030415 GOOD             USPSQD
 PM0303
 PM0303                          STATION DESCRIPTION
 PM0303
 PM0303'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0303'4.3 KM (2.70 MI) NORTH FROM TWO RIVERS.
 PM0303'FROM THE JUNCTION OF 22ND STREET AND LINCOLN AVENUE, IN TWO RIVERS,
 PM0303'2.7 MILES NORTH ON LINCOLN AVENUE (WISCONSIN HIGHWAY 42) OR 0.55 MILE
 PM0303'NORTH OF COUNTY ROAD VV, TO THE INTERSECTION OF HIGHWAY 42 WITH
 PM0303'PLEASANTVIEW LANE, A DEAD END ROAD JOINING HIGHWAY 42 FROM THE EAST,
 PM0303'48.5 FEET WEST OF THE CENTER LINE OF HIGHWAY 42, 21.0 FEET SOUTH OF
 PM0303'THE EXTENDED CENTERLINE OF PLEASANTVIEW LANE, IN LINE WITH
 PM0303'PLEASENTVIEW LANES SOUTH DITCH, 2.9 FEET NORTH OF UTILITY POLE NUMBER
 PM0303'60 2024-24R18, 1.8 FEET EAST OF A BARBED WIRE FENCELINE, 4.0 FEET
 PM0303'BELOW THE CROWN OF THE ROAD, 6-INCHES BEL W THE GROUND, BEING THE
 PM0303'HIGHEST POINT OF A FITTING ON A 10.0-FOOT LONG COPPER-COATED STEEL
 PM0303'ROD PROJECTING AT TOP BY A 6-INCH PIPE WITH A CONCRETE CAP.
 PM0303
 PM0303                          STATION RECOVERY (2003)
 PM0303
 PM0303'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0303'RECOVERED IN GOOD CONDITION. IN THE 1975 NOS DESCRIPTION, THE UTILITY
 PM0303'POLE AND FENCE ARE NO LONGER PRESENT.
 PM0303'THE STATION IS 56.5 FEET SOUTH OF UTILITY POLE NUMBER 2024-24E13, 38.5
 PM0303'FEET SOUTH OF THE SOUTHERNMOST GUY WIRE OF TWO, 39 FEET SOUTHWEST OF A
 PM0303''DOUBLE-ARROW' ROAD SIGN FOR PLEASANTVIEW LANE, 3 FEET EAST OF A
 PM0303'CULTIVATED FIELD, 0.6 FEET EAST OF A WOODEN STAKE WITH RIBBON
 PM0303'ATTACHED, ENCLOSED IN A PVC PIPE PROTRUDING 2 INCHES ABOVE GROUND WITH
 PM0303'NO COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0304 ***********************************************************************
 PM0304  DESIGNATION -  LSC 7 B 75
 PM0304  PID         -  PM0304
 PM0304  STATE/COUNTY-  WI/MANITOWOC
 PM0304  USGS QUAD   -  TWO RIVERS (1978)
 PM0304
 PM0304                         *CURRENT SURVEY CONTROL
 PM0304  ___________________________________________________________________
 PM0304* NAD 83(1986)-  44 12 42.     (N)    087 33 36.     (W)     SCALED    
 PM0304* NAVD 88     -       196.788  (meters)     645.63   (feet)  ADJUSTED  
 PM0304  ___________________________________________________________________
 PM0304  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 PM0304  DYNAMIC HT  -         196.759 (meters)     645.53  (feet)  COMP
 PM0304  MODELED GRAV-     980,470.0   (mgal)                       NAVD 88
 PM0304
 PM0304  VERT ORDER  -  FIRST     CLASS I
 PM0304
 PM0304.The horizontal coordinates were scaled from a topographic map and have
 PM0304.an estimated accuracy of +/- 6 seconds.
 PM0304
 PM0304.The orthometric height was determined by differential leveling
 PM0304.and adjusted by the National Geodetic Survey in June 1991..
 PM0304
 PM0304.The geoid height was determined by GEOID03.
 PM0304
 PM0304.The dynamic height is computed by dividing the NAVD 88
 PM0304.geopotential number by the normal gravity value computed on the
 PM0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0304.degrees latitude (g = 980.6199 gals.).
 PM0304
 PM0304.The modeled gravity was interpolated from observed gravity values.
 PM0304
 PM0304;                    North         East    Units  Estimated Accuracy
 PM0304;SPC WI S     -   248,560.      794,990.      MT  (+/- 180 meters Scaled)
 PM0304
 PM0304                          SUPERSEDED SURVEY CONTROL
 PM0304
 PM0304.No superseded survey control is available for this station.
 PM0304
 PM0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP552955(NAD 83)
 PM0304_MARKER: DD = SURVEY DISK
 PM0304_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PM0304_SP_SET: ABUTMENT
 PM0304_STAMPING: LSC 7B75 1975
 PM0304_MARK LOGO: NOS   
 PM0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0304+STABILITY: SURFACE MOTION
 PM0304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0304+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 PM0304
 PM0304  HISTORY     - Date     Condition        Report By
 PM0304  HISTORY     - 1975     MONUMENTED       NOS
 PM0304  HISTORY     - 20021028 GOOD             USPSQD
 PM0304  HISTORY     - 20040305 GOOD             USPSQD
 PM0304  HISTORY     - 20050725 GOOD             WIDT
 PM0304
 PM0304                          STATION DESCRIPTION
 PM0304
 PM0304'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0304'6.0 KM (3.75 MI) NORTH FROM TWO RIVERS.
 PM0304'3.75 MILES NORTH ALONG STATE HIGHWAY 42 (LINCOLN AVENUE) FROM THE
 PM0304'JUNCTION OF 22ND STREET IN TWO RIVERS, 0.1 MILE SOUTH ALONG HIGHWAY
 PM0304'42 FROM THE INTERSECTION OF RAWLEY ROAD TO THE EAST.  47.5 FEET EAST
 PM0304'OF THE CENTERLINE OF THE HIGHWAY, 0.9 FT SOUTHEAST OF EXTENDED ANGLE
 PM0304'AT THE NORTH END OF SOUTH 8-FOOT WINGWALL OF A 22-FOOT CONCRETE
 PM0304'CULVERT, BEING THE HIGHEST POINT OF A CROSS AT THE CENTER OF A BRONZE
 PM0304'DISK SET INTO CONCRETE.
 PM0304
 PM0304                          STATION RECOVERY (2002)
 PM0304
 PM0304'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0304'RECOVERED IN GOOD CONDITION.
 PM0304
 PM0304                          STATION RECOVERY (2004)
 PM0304
 PM0304'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0304'RECOVERED IN GOOD CONDITION.
 PM0304
 PM0304                          STATION RECOVERY (2005)
 PM0304
 PM0304'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0304'RECOVERED IN GOOD CONDITION, ADD-- THE STATION IS 0.2 M NORTHWEST OF
 PM0304'AN ORANGE FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0305 ***********************************************************************
 PM0305  DESIGNATION -  LSC 7 B 76
 PM0305  PID         -  PM0305
 PM0305  STATE/COUNTY-  WI/MANITOWOC
 PM0305  USGS QUAD   -  TWO RIVERS (1978)
 PM0305
 PM0305                         *CURRENT SURVEY CONTROL
 PM0305  ___________________________________________________________________
 PM0305* NAD 83(1986)-  44 13 36.     (N)    087 33 36.     (W)     SCALED    
 PM0305* NAVD 88     -       201.445  (meters)     660.91   (feet)  ADJUSTED  
 PM0305  ___________________________________________________________________
 PM0305  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 PM0305  DYNAMIC HT  -         201.417 (meters)     660.82  (feet)  COMP
 PM0305  MODELED GRAV-     980,471.8   (mgal)                       NAVD 88
 PM0305
 PM0305  VERT ORDER  -  FIRST     CLASS I
 PM0305
 PM0305.The horizontal coordinates were scaled from a topographic map and have
 PM0305.an estimated accuracy of +/- 6 seconds.
 PM0305
 PM0305.The orthometric height was determined by differential leveling
 PM0305.and adjusted by the National Geodetic Survey in June 1991..
 PM0305
 PM0305.The geoid height was determined by GEOID03.
 PM0305
 PM0305.The dynamic height is computed by dividing the NAVD 88
 PM0305.geopotential number by the normal gravity value computed on the
 PM0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0305.degrees latitude (g = 980.6199 gals.).
 PM0305
 PM0305.The modeled gravity was interpolated from observed gravity values.
 PM0305
 PM0305;                    North         East    Units  Estimated Accuracy
 PM0305;SPC WI S     -   250,230.      794,940.      MT  (+/- 180 meters Scaled)
 PM0305
 PM0305                          SUPERSEDED SURVEY CONTROL
 PM0305
 PM0305.No superseded survey control is available for this station.
 PM0305
 PM0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP552972(NAD 83)
 PM0305_MARKER: I = METAL ROD
 PM0305_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PM0305+WITH SETTING: INFORMATION.
 PM0305_SP_SET: SHALLOW-SET METAL ROD
 PM0305_MARK LOGO: NONE  
 PM0305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PM0305
 PM0305  HISTORY     - Date     Condition        Report By
 PM0305  HISTORY     - 1975     MONUMENTED       NOS
 PM0305  HISTORY     - 20030415 MARK NOT FOUND   USPSQD
 PM0305
 PM0305                          STATION DESCRIPTION
 PM0305
 PM0305'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0305'8.5 KM (5.30 MI) NORTH FROM TWO RIVERS.
 PM0305'5.3 MILES NORTH ALONG STATE HIGHWAY 42 FROM THE INTERSECTION OF 22ND
 PM0305'STREET IN TWO RIVERS, AT THE SOUTHWEST CORNER OF HIGHWAY 42 AND
 PM0305'ELMWOOD ROAD, ON THE PROPERTY OF ART RIESTERER, 85.5 FEET
 PM0305'NORTHWESTERLY OF UTILITY POLE NUMBER 2024-12E13, 49.4 FEET SOUTH OF
 PM0305'THE CENTERLINE OF ELMWOOD ROAD, 44.5 FEET WEST OF THE CENTERLINE OF
 PM0305'THE HIGHWAY, 10.2 FEET EAST OF THE NORTHEAST CORNER AND IN LINE WITH
 PM0305'THE NORTH FACE OF A PRIVATE DWELLING, ENCASED IN A CONCRETE PROTECTOR
 PM0305'WITH A COVER, BEING THE HIGHEST POINT OF A 5/8-INCH COPPER-COATED
 PM0305'STEEL ROD, 10 FEET LONG.
 PM0305'THE MARK IS 2.5 FT BELOW HIGHWAY.
 PM0305
 PM0305                          STATION RECOVERY (2003)
 PM0305
 PM0305'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0305'NOT FOUND. THE PROPERTY OF THE PRIVATE RESIDENCE WAS RE-LANDSCAPED IN
 PM0305'1987 AFTER HOME WAS RAISED AND NEW SOIL TO A DEPTH OF 2-1/2 FEET WAS
 PM0305'ADDED.  THE STATION MAY BE PRESENT UNDER THE FILL, BUT WAS NOT FOUND
 PM0305'WITH PROBING AND METAL DETECTOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0306 ***********************************************************************
 PM0306  DESIGNATION -  LSC 7 B 77
 PM0306  PID         -  PM0306
 PM0306  STATE/COUNTY-  WI/MANITOWOC
 PM0306  USGS QUAD   -  TWO RIVERS (1978)
 PM0306
 PM0306                         *CURRENT SURVEY CONTROL
 PM0306  ___________________________________________________________________
 PM0306* NAD 83(1986)-  44 14 36.     (N)    087 33 48.     (W)     SCALED    
 PM0306* NAVD 88     -       203.331  (meters)     667.10   (feet)  ADJUSTED  
 PM0306  ___________________________________________________________________
 PM0306  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PM0306  DYNAMIC HT  -         203.302 (meters)     667.00  (feet)  COMP
 PM0306  MODELED GRAV-     980,473.7   (mgal)                       NAVD 88
 PM0306
 PM0306  VERT ORDER  -  FIRST     CLASS I
 PM0306
 PM0306.The horizontal coordinates were scaled from a topographic map and have
 PM0306.an estimated accuracy of +/- 6 seconds.
 PM0306
 PM0306.The orthometric height was determined by differential leveling
 PM0306.and adjusted by the National Geodetic Survey in June 1991..
 PM0306
 PM0306.The geoid height was determined by GEOID03.
 PM0306
 PM0306.The dynamic height is computed by dividing the NAVD 88
 PM0306.geopotential number by the normal gravity value computed on the
 PM0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0306.degrees latitude (g = 980.6199 gals.).
 PM0306
 PM0306.The modeled gravity was interpolated from observed gravity values.
 PM0306
 PM0306;                    North         East    Units  Estimated Accuracy
 PM0306;SPC WI S     -   252,070.      794,620.      MT  (+/- 180 meters Scaled)
 PM0306
 PM0306                          SUPERSEDED SURVEY CONTROL
 PM0306
 PM0306.No superseded survey control is available for this station.
 PM0306
 PM0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP550990(NAD 83)
 PM0306_MARKER: I = METAL ROD
 PM0306_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PM0306+WITH SETTING: INFORMATION.
 PM0306_SP_SET: SHALLOW-SET METAL ROD
 PM0306_MARK LOGO: NONE  
 PM0306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PM0306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0306+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2004
 PM0306
 PM0306  HISTORY     - Date     Condition        Report By
 PM0306  HISTORY     - 1975     MONUMENTED       NOS
 PM0306  HISTORY     - 20021026 GOOD             USPSQD
 PM0306  HISTORY     - 20040305 GOOD             USPSQD
 PM0306
 PM0306                          STATION DESCRIPTION
 PM0306
 PM0306'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0306'10.1 KM (6.30 MI) NORTH FROM TWO RIVERS.
 PM0306'6.3 MILES NORTH ALONG STATE HIGHWAY 42 FROM THE JUNCTION OF 22ND
 PM0306'STREET IN TWO RIVERS, AT THE NORTHWEST CORNER OF THE INTERSECTION OF
 PM0306'HIGHWAY 42 AND COUNTY ROAD V, ABOUT 107 FEET WEST OF THE CENTERLINE
 PM0306'OF HIGHWAY 42, 31.1 FEET NORTH OF COUNTY ROAD V, 1.6 FEET NORTH OF
 PM0306'UTILITY POLE NUMBER 2124-34R20, 9 INCHES BELOW THE SURFACE OF THE
 PM0306'GROUND, IN A SLOPE, ENCASED IN A CONCRETE PROTECTOR WITH A COVER,
 PM0306'BEING THE HIGHEST POINT OF A COPPER-COATED STEEL ROD, 5 FEET LONG.
 PM0306'THE MARK IS 6.0 FT BELOW ROAD.
 PM0306
 PM0306                          STATION RECOVERY (2002)
 PM0306
 PM0306'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0306'RECOVERED IN GOOD CONDITION.
 PM0306
 PM0306                          STATION RECOVERY (2004)
 PM0306
 PM0306'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0307 ***********************************************************************
 PM0307  DESIGNATION -  LSC 7 B 78
 PM0307  PID         -  PM0307
 PM0307  STATE/COUNTY-  WI/MANITOWOC
 PM0307  USGS QUAD   -  TWO CREEKS (1978)
 PM0307
 PM0307                         *CURRENT SURVEY CONTROL
 PM0307  ___________________________________________________________________
 PM0307* NAD 83(1986)-  44 15 17.     (N)    087 33 48.     (W)     SCALED    
 PM0307* NAVD 88     -       204.648  (meters)     671.42   (feet)  ADJUSTED  
 PM0307  ___________________________________________________________________
 PM0307  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PM0307  DYNAMIC HT  -         204.620 (meters)     671.32  (feet)  COMP
 PM0307  MODELED GRAV-     980,475.1   (mgal)                       NAVD 88
 PM0307
 PM0307  VERT ORDER  -  FIRST     CLASS I
 PM0307
 PM0307.The horizontal coordinates were scaled from a topographic map and have
 PM0307.an estimated accuracy of +/- 6 seconds.
 PM0307
 PM0307.The orthometric height was determined by differential leveling
 PM0307.and adjusted by the National Geodetic Survey in June 1991..
 PM0307
 PM0307.The geoid height was determined by GEOID03.
 PM0307
 PM0307.The dynamic height is computed by dividing the NAVD 88
 PM0307.geopotential number by the normal gravity value computed on the
 PM0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0307.degrees latitude (g = 980.6199 gals.).
 PM0307
 PM0307.The modeled gravity was interpolated from observed gravity values.
 PM0307
 PM0307;                    North         East    Units  Estimated Accuracy
 PM0307;SPC WI S     -   253,330.      794,580.      MT  (+/- 180 meters Scaled)
 PM0307
 PM0307                          SUPERSEDED SURVEY CONTROL
 PM0307
 PM0307.No superseded survey control is available for this station.
 PM0307
 PM0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ550003(NAD 83)
 PM0307_MARKER: DD = SURVEY DISK
 PM0307_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PM0307_SP_SET: WINGWALL
 PM0307_STAMPING: LSC 7B78 1975 AC
 PM0307_MARK LOGO: NOS   
 PM0307_PROJECTION: FLUSH
 PM0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0307+STABILITY: SURFACE MOTION
 PM0307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0307+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 PM0307
 PM0307  HISTORY     - Date     Condition        Report By
 PM0307  HISTORY     - 1975     MONUMENTED       NOS
 PM0307  HISTORY     - 19980708 MARK NOT FOUND   WIDT
 PM0307  HISTORY     - 20021026 GOOD             USPSQD
 PM0307  HISTORY     - 20040305 GOOD             USPSQD
 PM0307  HISTORY     - 20050725 GOOD             WIDT
 PM0307
 PM0307                          STATION DESCRIPTION
 PM0307
 PM0307'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0307'11.7 KM (7.25 MI) NORTH FROM TWO RIVERS.
 PM0307'7.25 MILES NORTH ALONG STATE HIGHWAY 42 FROM THE JUNCTION OF 22ND
 PM0307'AVENUE IN TWO RIVERS, ABOUT 200 FEET SOUTH ALONG HIGHWAY 42 FROM THE
 PM0307'CENTERLINE OF IRISH ROAD, 49.0 FEET SOUTHWESTERLY OF UTILITY POLE
 PM0307'NUMBER 2124-35W18, 27.4 FEET EAST OF THE HIGHWAY, 3.0 FEET BELOW THE
 PM0307'SURFACE OF THE ROAD, 1.0 FT WEST OF THE EXTENDED ANGLE OF 6.8 FOOT
 PM0307'NORTH WINGWALL OF A 11.8-FOOT CONCRETE CULVERT, 0.5 FT NORTH OF THE
 PM0307'SOUTH FACE OF THE NORTH END OF THE CULVERT, BEING THE HIGHEST POINT
 PM0307'OF A CROSS AT THE CENTER OF A BRONZE DISK SET INTO THE CONCRETE.
 PM0307
 PM0307                          STATION RECOVERY (1998)
 PM0307
 PM0307'RECOVERY NOTE BY WI DEPT OF TRANSP 1998 (PJH)
 PM0307'THE STATION WAS SEARCHED FOR BUT NOT FOUND.  GRADE HAS BEEN RAISED IN
 PM0307'THE AREA OF THE STATION BY APPROXIMATELY 1 M (3.3 FT) .  THE STATION
 PM0307'MAY STILL EXIST BURIED IN THE LAWN AREA JUST NORTHEAST OF A HOUSE.
 PM0307
 PM0307                          STATION RECOVERY (2002)
 PM0307
 PM0307'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0307'RECOVERED IN GOOD CONDITION.
 PM0307
 PM0307                          STATION RECOVERY (2004)
 PM0307
 PM0307'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0307'RECOVERED IN GOOD CONDITION.
 PM0307
 PM0307                          STATION RECOVERY (2005)
 PM0307
 PM0307'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0307'RECOVERED IN GOOD CONDITION, ADD-- THE STATION IS 0.2 M SOUTHEAST OF
 PM0307'AN ORANGE FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0308 ***********************************************************************
 PM0308  DESIGNATION -  LSC 7 B 79
 PM0308  PID         -  PM0308
 PM0308  STATE/COUNTY-  WI/MANITOWOC
 PM0308  USGS QUAD   -  TWO CREEKS (1978)
 PM0308
 PM0308                         *CURRENT SURVEY CONTROL
 PM0308  ___________________________________________________________________
 PM0308* NAD 83(1986)-  44 16 06.     (N)    087 33 48.     (W)     SCALED    
 PM0308* NAVD 88     -       205.418  (meters)     673.94   (feet)  ADJUSTED  
 PM0308  ___________________________________________________________________
 PM0308  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PM0308  DYNAMIC HT  -         205.390 (meters)     673.85  (feet)  COMP
 PM0308  MODELED GRAV-     980,476.7   (mgal)                       NAVD 88
 PM0308
 PM0308  VERT ORDER  -  FIRST     CLASS I
 PM0308
 PM0308.The horizontal coordinates were scaled from a topographic map and have
 PM0308.an estimated accuracy of +/- 6 seconds.
 PM0308
 PM0308.The orthometric height was determined by differential leveling
 PM0308.and adjusted by the National Geodetic Survey in June 1991..
 PM0308
 PM0308.The geoid height was determined by GEOID03.
 PM0308
 PM0308.The dynamic height is computed by dividing the NAVD 88
 PM0308.geopotential number by the normal gravity value computed on the
 PM0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0308.degrees latitude (g = 980.6199 gals.).
 PM0308
 PM0308.The modeled gravity was interpolated from observed gravity values.
 PM0308
 PM0308;                    North         East    Units  Estimated Accuracy
 PM0308;SPC WI S     -   254,850.      794,530.      MT  (+/- 180 meters Scaled)
 PM0308
 PM0308                          SUPERSEDED SURVEY CONTROL
 PM0308
 PM0308.No superseded survey control is available for this station.
 PM0308
 PM0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ550018(NAD 83)
 PM0308_MARKER: I = METAL ROD
 PM0308_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PM0308+WITH SETTING: INFORMATION.
 PM0308_SP_SET: SHALLOW-SET METAL ROD
 PM0308_MARK LOGO: NONE  
 PM0308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PM0308
 PM0308  HISTORY     - Date     Condition        Report By
 PM0308  HISTORY     - 1975     MONUMENTED       NOS
 PM0308  HISTORY     - 20030415 MARK NOT FOUND   USPSQD
 PM0308
 PM0308                          STATION DESCRIPTION
 PM0308
 PM0308'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0308'13.3 KM (8.25 MI) NORTH FROM TWO RIVERS.
 PM0308'8.25 MILES NORTH ALONG STATE HIGHWAY 42 FROM THE JUNCTION OF 22ND
 PM0308'STREET IN TWO RIVERS, AT THE SOUTHEAST CORNER OF HIGHWAY 42 AND
 PM0308'NUCLEAR ROAD, 102.6 FEET SOUTH OF THE CENTERLINE OF NUCLEAR ROAD,
 PM0308'72.6 FEET NORTHWESTERLY OF A 1-1/2 STORY DWELLING ON THE PROPERTY OF
 PM0308'DALE SCHMOOK, 40.0 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 3.5
 PM0308'FEET BELOW THE SURFACE OF THE ROAD, 2.8 FEET NORTHEAST OF UTILITY
 PM0308'POLE NUMBER 2124-26W22, IN LINE WITH POLES ON THE EAST SIDE, ENCASED
 PM0308'IN A CONCRETE PROTECTOR WITH COVER, BEING HIGHEST POINT ON TOP OF A
 PM0308'5/8-INCH DIAMETER COPPER-COATED STEEL ROD, 5 FEET LONG.
 PM0308
 PM0308                          STATION RECOVERY (2003)
 PM0308
 PM0308'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0308'NOT FOUND WITH PROBING AND METAL DETECTOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0309 ***********************************************************************
 PM0309  DESIGNATION -  LSC 7 B 80
 PM0309  PID         -  PM0309
 PM0309  STATE/COUNTY-  WI/MANITOWOC
 PM0309  USGS QUAD   -  TWO CREEKS (1978)
 PM0309
 PM0309                         *CURRENT SURVEY CONTROL
 PM0309  ___________________________________________________________________
 PM0309* NAD 83(1986)-  44 16 41.     (N)    087 32 36.     (W)     SCALED    
 PM0309* NAVD 88     -       186.913  (meters)     613.23   (feet)  ADJUSTED  
 PM0309  ___________________________________________________________________
 PM0309  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PM0309  DYNAMIC HT  -         186.887 (meters)     613.15  (feet)  COMP
 PM0309  MODELED GRAV-     980,479.1   (mgal)                       NAVD 88
 PM0309
 PM0309  VERT ORDER  -  FIRST     CLASS I
 PM0309
 PM0309.The horizontal coordinates were scaled from a topographic map and have
 PM0309.an estimated accuracy of +/- 6 seconds.
 PM0309
 PM0309.The orthometric height was determined by differential leveling
 PM0309.and adjusted by the National Geodetic Survey in June 1991..
 PM0309
 PM0309.The geoid height was determined by GEOID03.
 PM0309
 PM0309.The dynamic height is computed by dividing the NAVD 88
 PM0309.geopotential number by the normal gravity value computed on the
 PM0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0309.degrees latitude (g = 980.6199 gals.).
 PM0309
 PM0309.The modeled gravity was interpolated from observed gravity values.
 PM0309
 PM0309;                    North         East    Units  Estimated Accuracy
 PM0309;SPC WI S     -   255,970.      796,100.      MT  (+/- 180 meters Scaled)
 PM0309
 PM0309                          SUPERSEDED SURVEY CONTROL
 PM0309
 PM0309.No superseded survey control is available for this station.
 PM0309
 PM0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ566029(NAD 83)
 PM0309_MARKER: I = METAL ROD
 PM0309_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PM0309+WITH SETTING: INFORMATION.
 PM0309_SP_SET: SHALLOW-SET METAL ROD
 PM0309_MARK LOGO: NONE  
 PM0309_PROJECTION: FLUSH
 PM0309_MAGNETIC: I = MARKER IS A STEEL ROD
 PM0309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PM0309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0309+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1998
 PM0309
 PM0309  HISTORY     - Date     Condition        Report By
 PM0309  HISTORY     - 1975     MONUMENTED       NOS
 PM0309  HISTORY     - 19980709 GOOD             WIDT
 PM0309
 PM0309                          STATION DESCRIPTION
 PM0309
 PM0309'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0309'15.7 KM (9.75 MI) NORTH FROM TWO RIVERS.
 PM0309'8.25 MILES NORTH ALONG STATE HIGHWAY 42 FROM THE JUNCTION OF 22ND
 PM0309'STREET IN TWO RIVERS, TO THE INTERSECTION OF HIGHWAY 42 AND NUCLEAR
 PM0309'ROAD, THENCE 1.0 MILE EAST ALONG NUCLEAR ROAD TO THE INTERSECTION OF
 PM0309'LAKE SHORE ROAD, THENCE 0.5 MILE NORTH ALONG LAKE SHORE ROAD TO THE
 PM0309'NORTHEAST CORNER OF THE INTERSECTION OF LAKE SHORE ROAD AND THE SOUTH
 PM0309'ACCESS ROAD TO THE POINT BEACH NUCLEAR POWER PLANT, 45.0 FEET EAST OF
 PM0309'THE CENTER LINE OF LAKE SHORE ROAD, 39.9 FEET NORTH OF THE CENTERLINE
 PM0309'OF THE ACCESS ROAD, 9.0 FEET EAST AND 7.0 FEET NORTH OF A 4-FOOT
 PM0309'BARBED WIRE FENCE, 0.5 FT BELOW THE SURFACE OF THE GROUND, ENCASED IN
 PM0309'A CONCRETE PROTECTOR WITH A COVER, BEING THE HIGHEST POINT OF A
 PM0309'COPPER-COATED STEEL ROD, 5 FEET LONG.
 PM0309'THE MARK IS 2.5 FT BELOW ROAD.
 PM0309
 PM0309                          STATION RECOVERY (1998)
 PM0309
 PM0309'RECOVERY NOTE BY WI DEPT OF TRANSP 1998 (PJH)
 PM0309'THE STATION IS LOCATED APPROXIMATELY 48.3 KM (30.00 MI) SOUTHEAST OF
 PM0309'GREEN BAY, 22.5 KM (14.00 MI) NORTHEAST OF MANITOWOC, AND 12.9 KM
 PM0309'(8.00 MI) NORTH OF TWO RIVERS IN THE NORTHEAST QUADRANT OF THE
 PM0309'JUNCTION OF LAKE SHORE ROAD WITH THE SOUTH GATE ENTRANCE ROAD TO THE
 PM0309'POINT BEACH NUCLEAR POWER PLANT.  OWNERSHIP--WISCONSIN ELECTRIC,
 PM0309'CONTACT LIEUTENANT OF SECURITY AT THE MAIN ENTRANCE OF THE POWER PLANT
 PM0309'FOR PERMISSION FOR ACCESS TO THE STATION.  TO REACH THE STATION FROM
 PM0309'THE JUNCTION OF STATE HIGHWAY 42 (WASHINGTON AVENUE) WITH STATE
 PM0309'HIGHWAY 147 (22ND STREET) IN THE CITY OF TWO RIVERS, GO EAST 0.6 KM
 PM0309'(0.35 MI) ON HIGHWAY 42 (22ND STREET) TO WHERE HIGHWAY 42 TURNS TO THE
 PM0309'LEFT, TURN LEFT AND GO NORTH 12.79 KM (7.95 MI) ON HIGHWAY 42 TO
 PM0309'NUCLEAR ROAD, TURN RIGHT AND GO EAST 1.6 KM (1.00 MI) ON NUCLEAR ROAD
 PM0309'TO LAKE SHORE ROAD ON THE LEFT, TURN LEFT AND GO NORTH 0.8 KM (0.50
 PM0309'MI) ON LAKE SHORE ROAD TO THE STATION ON THE RIGHT.  THE STATION IS
 PM0309'THE TOP CENTER OF A BRONZE HEMISPHERICAL CAP SCREWED TO THE TOP OF A
 PM0309'1.6-CM (5/8-INCH) DIAMETER COPPER-CLAD STEEL ROD RECESSED 25 CM (10
 PM0309'INCHES) BELOW GROUND ENCASED IN A CONCRETE PROTECTOR AND APPROXIMATELY
 PM0309'1 M (3.3 FT) BELOW LAKE SHORE ROAD.  THE STATION IS 13.6 M (44.6 FT)
 PM0309'EAST OF THE CENTERLINE OF LAKE SHORE ROAD, 12.4 M (40.7 FT) NORTH OF
 PM0309'THE EAST/WEST FORK OF THE SOUTH GATE ENTRANCE ROAD, 7.9 M (25.9 FT)
 PM0309'NORTH-NORTHWEST OF A STEEL POST WITH A YIELD SIGN, 3.5 M (11.5 FT)
 PM0309'NORTHEAST OF A STEEL CORNER POST HOLDING TWO STRANDS OF BARBED WIRE,
 PM0309'AND 1.0 M (3.3 FT) WEST OF AN ORANGE FIBERGLASS WITNESS POST.
 PM0309'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 PM0309'THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0368 ***********************************************************************
 PM0368  DESIGNATION -  LSC 7 B 81
 PM0368  PID         -  PM0368
 PM0368  STATE/COUNTY-  WI/MANITOWOC
 PM0368  USGS QUAD   -  TWO CREEKS (1978)
 PM0368
 PM0368                         *CURRENT SURVEY CONTROL
 PM0368  ___________________________________________________________________
 PM0368* NAD 83(1986)-  44 16 42.     (N)    087 32 06.     (W)     SCALED    
 PM0368* NAVD 88     -       185.482  (meters)     608.54   (feet)  ADJUSTED  
 PM0368  ___________________________________________________________________
 PM0368  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PM0368  DYNAMIC HT  -         185.457 (meters)     608.45  (feet)  COMP
 PM0368  MODELED GRAV-     980,479.6   (mgal)                       NAVD 88
 PM0368
 PM0368  VERT ORDER  -  FIRST     CLASS I
 PM0368
 PM0368.The horizontal coordinates were scaled from a topographic map and have
 PM0368.an estimated accuracy of +/- 6 seconds.
 PM0368
 PM0368.The orthometric height was determined by differential leveling
 PM0368.and adjusted by the National Geodetic Survey in June 1991..
 PM0368
 PM0368.The geoid height was determined by GEOID03.
 PM0368
 PM0368.The dynamic height is computed by dividing the NAVD 88
 PM0368.geopotential number by the normal gravity value computed on the
 PM0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0368.degrees latitude (g = 980.6199 gals.).
 PM0368
 PM0368.The modeled gravity was interpolated from observed gravity values.
 PM0368
 PM0368;                    North         East    Units  Estimated Accuracy
 PM0368;SPC WI S     -   256,020.      796,760.      MT  (+/- 180 meters Scaled)
 PM0368
 PM0368                          SUPERSEDED SURVEY CONTROL
 PM0368
 PM0368.No superseded survey control is available for this station.
 PM0368
 PM0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ573029(NAD 83)
 PM0368_MARKER: DD = SURVEY DISK
 PM0368_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PM0368_SP_SET: FOUNDATION WALL
 PM0368_STAMPING: LSC 7B81 1975 AC
 PM0368_MARK LOGO: NOS   
 PM0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0368+STABILITY: SURFACE MOTION
 PM0368_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0368+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2005
 PM0368
 PM0368  HISTORY     - Date     Condition        Report By
 PM0368  HISTORY     - 1975     MONUMENTED       NOS
 PM0368  HISTORY     - 20050718 GOOD             WIDT
 PM0368
 PM0368                          STATION DESCRIPTION
 PM0368
 PM0368'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0368'17.5 KM (10.85 MI) NORTH FROM TWO RIVERS.
 PM0368'8.25 MILES NORTH ALONG STATE HIGHWAY 42 FROM THE JUNCTION OF 22ND
 PM0368'STREET IN TWO RIVERS, TO THE INTERSECTION OF NUCLEAR ROAD, THENCE 1.0
 PM0368'MILE EAST ALONG NUCLEAR ROAD TO THE JUNCTION OF LAKE SHORE ROAD,
 PM0368'THENCE 0.5 MILE NORTH ALONG LAKE SHORE ROAD TO THE INTERSECTION OF
 PM0368'LAKE SHORE ROAD AND THE SOUTH ACCESS ROAD TO THE POINT BEACH NUCLEAR
 PM0368'POWER PLANT, 0.6 MILE EAST ALONG THE ACCESS ROAD TO THE MAIN ENTRANCE
 PM0368'OF THE POWER PLANT ABOUT 45.0 FEET WESTERLY OF THE TOP EMBANKMENT
 PM0368'OVER LAKE MICHIGAN, 37.7 FEET EASTERLY OF THE EAST FACE OF THE GUARD
 PM0368'BOOTH, ON A 1.7- BY 40.0-FOOT BRICK WALL, 5.2 FEET FROM THE WEST END
 PM0368'OF THE WALL, BEING THE HIGHEST POINT OF A CROSS AT THE CENTER OF A
 PM0368'BRONZE DISK SET INTO THE BRICK.
 PM0368'THE MARK IS 3.7 FT ABOVE GROUND.
 PM0368
 PM0368                          STATION RECOVERY (2005)
 PM0368
 PM0368'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0368'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS LOCATED IN A
 PM0368'FENCED-IN AREA AT THE MAIN ENTRANCE GUARD HOUSE TO THE POINT BEACH
 PM0368'NUCLEAR POWER PLANT.  ---NOTE--- TO ACCESS THE STATION, CONTACT
 PM0368'SECURITY AT THE POINT BEACH NUCLEAR POWER PLANT TO ENTER THE FENCED
 PM0368'AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0310 ***********************************************************************
 PM0310  DESIGNATION -  LSC 7 B 82
 PM0310  PID         -  PM0310
 PM0310  STATE/COUNTY-  WI/MANITOWOC
 PM0310  USGS QUAD   -  TWO CREEKS (1978)
 PM0310
 PM0310                         *CURRENT SURVEY CONTROL
 PM0310  ___________________________________________________________________
 PM0310* NAD 83(1986)-  44 17 23.     (N)    087 32 36.     (W)     SCALED    
 PM0310* NAVD 88     -       186.532  (meters)     611.98   (feet)  ADJUSTED  
 PM0310  ___________________________________________________________________
 PM0310  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PM0310  DYNAMIC HT  -         186.507 (meters)     611.90  (feet)  COMP
 PM0310  MODELED GRAV-     980,480.5   (mgal)                       NAVD 88
 PM0310
 PM0310  VERT ORDER  -  FIRST     CLASS I
 PM0310
 PM0310.The horizontal coordinates were scaled from a topographic map and have
 PM0310.an estimated accuracy of +/- 6 seconds.
 PM0310
 PM0310.The orthometric height was determined by differential leveling
 PM0310.and adjusted by the National Geodetic Survey in June 1991..
 PM0310
 PM0310.The geoid height was determined by GEOID03.
 PM0310
 PM0310.The dynamic height is computed by dividing the NAVD 88
 PM0310.geopotential number by the normal gravity value computed on the
 PM0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0310.degrees latitude (g = 980.6199 gals.).
 PM0310
 PM0310.The modeled gravity was interpolated from observed gravity values.
 PM0310
 PM0310;                    North         East    Units  Estimated Accuracy
 PM0310;SPC WI S     -   257,270.      796,060.      MT  (+/- 180 meters Scaled)
 PM0310
 PM0310                          SUPERSEDED SURVEY CONTROL
 PM0310
 PM0310.No superseded survey control is available for this station.
 PM0310
 PM0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ566041(NAD 83)
 PM0310_MARKER: I = METAL ROD
 PM0310_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PM0310_SP_SET: SHALLOW-SET METAL ROD
 PM0310_MARK LOGO: NONE  
 PM0310_PROJECTION: FLUSH
 PM0310_MAGNETIC: I = MARKER IS A STEEL ROD
 PM0310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PM0310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0310+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1998
 PM0310
 PM0310  HISTORY     - Date     Condition        Report By
 PM0310  HISTORY     - 1975     MONUMENTED       NOS
 PM0310  HISTORY     - 19980708 GOOD             WIDT
 PM0310
 PM0310                          STATION DESCRIPTION
 PM0310
 PM0310'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0310'17.3 KM (10.75 MI) NORTH FROM TWO RIVERS.
 PM0310'8.25 MILES NORTH ALONG STATE HIGHWAY 42 FROM THE JUNCTION OF 22ND
 PM0310'STREET IN TWO RIVERS, TO THE INTERSECTION OF NUCLEAR ROAD, THENCE 1.0
 PM0310'MILE EAST ALONG NUCLEAR ROAD TO THE INTERSECTION OF LAKE SHORE ROAD,
 PM0310'THENCE 1.5 MILES NORTH ALONG LAKE SHORE ROAD, ABOUT 200.0 FEET NORTH
 PM0310'OF A DIRT DRIVE TO THE WEST ON A GRADE INCLINE OF LAKE SHORE ROAD,
 PM0310'36.5 FEET EAST OF THE CENTERLINE OF THE ROAD, 9.3 FEET EAST OF EAST
 PM0310'END AND 0.5 FT NORTH OF CENTERLINE EXTENDED OF AN 18-INCH DIAMETER
 PM0310'GALVANIZED STEEL CULVERT, 5.9 FEET NORTH OF THE NORTHWEST CORNER OF A
 PM0310'4-FOOT WIRE FENCE, AND IN LINE WITH THE FENCE, 2.5 FEET BELOW THE
 PM0310'SURFACE OF THE ROAD, ENCASED IN A CONCRETE PROTECTOR WITH A COVER,
 PM0310'BEING THE HIGHEST POINT OF TOP OF A 5/8-INCH COPPER-COATED STEEL ROD,
 PM0310'10 FEET LONG.
 PM0310'THE MARK IS 0.5 FT BELOW GROUND.
 PM0310
 PM0310                          STATION RECOVERY (1998)
 PM0310
 PM0310'RECOVERY NOTE BY WI DEPT OF TRANSP 1998 (PJH)
 PM0310'THE STATION IS LOCATED APPROXIMATELY 46.7 KM (29.00 MI) SOUTHEAST OF
 PM0310'GREEN BAY, 22.5 KM (14.00 MI) NORTHEAST OF MANITOWOC, AND 14.5 KM
 PM0310'(9.00 MI) NORTH OF TWO RIVERS ON THE EAST SIDE OF LAKE SHORE ROAD
 PM0310'IN-LINE WITH A FORMER FENCE LINE.  OWNERSHIP--TOWN OF TWO CREEKS.  TO
 PM0310'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 (WASHINGTON
 PM0310'AVENUE) WITH STATE HIGHWAY 147 (22ND STREET) IN THE CITY OF TWO
 PM0310'RIVERS, GO EAST 0.6 KM (0.35 MI) ON HIGHWAY 42 TO WHERE HIGHWAY 42
 PM0310'TURNS LEFT, TURN LEFT AND GO NORTH 14.40 KM (8.95 MI) ON HIGHWAY 42 TO
 PM0310'TAPAWINGO ROAD, TURN RIGHT AND GO EAST 1.6 KM (1.00 MI) ON TAPAWINGO
 PM0310'ROAD TO LAKE SHORE ROAD, TURN LEFT AND GO NORTH 0.8 KM (0.50 MI) ON
 PM0310'LAKE SHORE ROAD TO THE STATION ON THE RIGHT.  THE STATION IS THE TOP
 PM0310'CENTER OF A BRONZE HEMISPHERICAL CAP SCREWED TO THE TOP OF A 1.6-CM
 PM0310'(5/8-INCH) DIAMETER COPPER-CLAD STEEL ROD RECESSED 10 CM (4 INCHES)
 PM0310'BELOW GROUND ENCASED IN A CONCRETE PROTECTOR AND APPROXIMATELY 0.5 M
 PM0310'(1.6 FT) BELOW LAKE SHORE ROAD. THE STATION IS 11.3 M (37.1 FT) EAST
 PM0310'OF THE CENTERLINE OF LAKE SHORE ROAD, 37.9 M (124.3 FT) NORTHEAST OF A
 PM0310'30-CM (12-INCH) DIAMETER HICKORY TREE, 36.3 M (119.1 FT) SOUTHEAST OF
 PM0310'A 30-CM (12-INCH) DIAMETER ELM TREE, 3.0 M (9.8 FT) EAST OF A 46-CM
 PM0310'(18-INCH) DIAMETER CORRUGATED METAL PIPE CULVERT, AND 1.0 M (3.3 FT)
 PM0310'WEST OF AN ORANGE FIBERGLASS WITNESS POST.  ---NOTE---THIS STATION HAS
 PM0310'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 PM0310'HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0311 ***********************************************************************
 PM0311  DESIGNATION -  LSC 7 B 83
 PM0311  PID         -  PM0311
 PM0311  STATE/COUNTY-  WI/MANITOWOC
 PM0311  USGS QUAD   -  TWO CREEKS (1978)
 PM0311
 PM0311                         *CURRENT SURVEY CONTROL
 PM0311  ___________________________________________________________________
 PM0311* NAD 83(1986)-  44 18 17.     (N)    087 32 48.     (W)     SCALED    
 PM0311* NAVD 88     -       182.295  (meters)     598.08   (feet)  ADJUSTED  
 PM0311  ___________________________________________________________________
 PM0311  GEOID HEIGHT-         -36.18  (meters)                     GEOID03
 PM0311  DYNAMIC HT  -         182.271 (meters)     598.00  (feet)  COMP
 PM0311  MODELED GRAV-     980,482.0   (mgal)                       NAVD 88
 PM0311
 PM0311  VERT ORDER  -  FIRST     CLASS I
 PM0311
 PM0311.The horizontal coordinates were scaled from a topographic map and have
 PM0311.an estimated accuracy of +/- 6 seconds.
 PM0311
 PM0311.The orthometric height was determined by differential leveling
 PM0311.and adjusted by the National Geodetic Survey in June 1991..
 PM0311
 PM0311.The geoid height was determined by GEOID03.
 PM0311
 PM0311.The dynamic height is computed by dividing the NAVD 88
 PM0311.geopotential number by the normal gravity value computed on the
 PM0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0311.degrees latitude (g = 980.6199 gals.).
 PM0311
 PM0311.The modeled gravity was interpolated from observed gravity values.
 PM0311
 PM0311;                    North         East    Units  Estimated Accuracy
 PM0311;SPC WI S     -   258,930.      795,750.      MT  (+/- 180 meters Scaled)
 PM0311
 PM0311                          SUPERSEDED SURVEY CONTROL
 PM0311
 PM0311.No superseded survey control is available for this station.
 PM0311
 PM0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ563058(NAD 83)
 PM0311_MARKER: I = METAL ROD
 PM0311_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PM0311_SP_SET: COPPER-CLAD STEEL ROD
 PM0311_MARK LOGO: NONE  
 PM0311_PROJECTION: FLUSH
 PM0311_MAGNETIC: I = MARKER IS A STEEL ROD
 PM0311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0311_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0311+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2005
 PM0311
 PM0311  HISTORY     - Date     Condition        Report By
 PM0311  HISTORY     - 1975     MONUMENTED       NOS
 PM0311  HISTORY     - 19980708 GOOD             WIDT
 PM0311  HISTORY     - 20020612 GOOD             JCLS
 PM0311  HISTORY     - 20020614 GOOD             JCLS
 PM0311  HISTORY     - 20031207 GOOD             USPSQD
 PM0311  HISTORY     - 20050306 GOOD             USPSQD
 PM0311  HISTORY     - 20050718 POOR             WIDT
 PM0311
 PM0311                          STATION DESCRIPTION
 PM0311
 PM0311'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0311'18.9 KM (11.75 MI) NORTH FROM TWO RIVERS.
 PM0311'8.25 MILES NORTH ALONG STATE HIGHWAY 42 FROM THE JUNCTION OF 22ND
 PM0311'STREET IN TWO RIVERS, TO THE INTERSECTION OF NUCLEAR ROAD, THENCE 1.0
 PM0311'MILE EAST ALONG NUCLEAR ROAD TO THE INTERSECTION OF LAKE SHORE ROAD,
 PM0311'THENCE 2.5 MILES NORTH ALONG LAKE SHORE ROAD, THENCE 0.1 MILE NORTH
 PM0311'ALONG TWO CREEKS ROAD, OPPOSITE OF AN ACCESS DRIVE TO A FIELD, 103.0
 PM0311'FEET EAST OF THE CENTERLINE OF THE ROAD, 2.6 FEET SOUTH OF UTILITY
 PM0311'POLE NUMBER 2124-11E3 AND IN LINE WITH THE POLES WEST FACE, 0.5 FT
 PM0311'BELOW THE GROUND, ENCASED IN A CONCRETE PROTECTOR WITH A COVER, BEING
 PM0311'THE HIGHEST POINT OF THE POINT OF A 5/8-INCH COPPER-COATED STEEL ROD,
 PM0311'15 FEET LONG.
 PM0311'THE MARK IS 2.5 FT BELOW ROAD.
 PM0311
 PM0311                          STATION RECOVERY (1998)
 PM0311
 PM0311'RECOVERY NOTE BY WI DEPT OF TRANSP 1998 (PJH)
 PM0311'THE STATION IS LOCATED APPROXIMATELY 43.5 KM (27.00 MI) SOUTHEAST OF
 PM0311'GREEN BAY, 27.4 KM (17.00 MI) NORTHEAST OF MANITOWOC, AND 16.1 KM
 PM0311'(10.00 MI) NORTH OF TWO RIVERS ON THE EAST SIDE OF LAKE SHORE ROAD
 PM0311'NORTH OF TWO CREEKS COUNTY PARK.  OWNERSHIP--TOWN OF TWO CREEKS.  TO
 PM0311'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 (WASHINGTON
 PM0311'AVENUE) WITH STATE HIGHWAY 147 (22ND STREET) IN THE CITY OF TWO
 PM0311'RIVERS, GO EAST 0.6 KM (0.35 MI) ON HIGHWAY 42 (22ND STREET) TO WHERE
 PM0311'HIGHWAY 42 TURNS LEFT, TURN LEFT AND GO NORTH 12.79 KM (7.95 MI) ON
 PM0311'HIGHWAY 42 TO NUCLEAR ROAD, TURN RIGHT AND GO EAST 1.6 KM (1.00 MI) ON
 PM0311'NUCLEAR ROAD TO LAKE SHORE ROAD ON THE LEFT, TURN LEFT AND GO NORTH
 PM0311'4.0 KM (2.50 MI) ON LAKE SHORE ROAD TO THE STATION ON THE RIGHT.  THE
 PM0311'STATION IS THE TOP CENTER OF A BRONZE HEMISPHERICAL CAP SCREWED TO THE
 PM0311'TOP OF A 1.6-CM (5/8-INCH) DIAMETER COPPER-CLAD STEEL ROD RECESSED 5
 PM0311'CM (2 INCHES) BELOW GROUND ENCASED IN A CONCRETE PROTECTOR AND
 PM0311'APPROXIMATELY 1 M (3.3 FT) BELOW LAKE SHORE ROAD.  THE STATION IS 11.8
 PM0311'M (38.7 FT) EAST OF THE CENTERLINE OF LAKE SHORE ROAD, 32.5 M (106.6
 PM0311'FT) NORTH-NORTHWEST OF THE TOP EASTERN MOST POINT OF A 3.2 M (10.5 FT)
 PM0311'DIAMETER GALVANIZED STEEL CORRUGATED CULVERT PIPE, 25.2 M (82.7 FT)
 PM0311'EAST OF A DECORATIVE WOODEN FENCE CORNER POST, 0.9 M (3.0 FT)
 PM0311'SOUTHWEST OF WOODEN UTILITY POLE 2124-11E3, AND 1.0 M (3.3 FT) WEST OF
 PM0311'AN ORANGE FIBERGLASS WITNESS POST. ---NOTE---VISIBLE OBSTRUCTIONS AT
 PM0311'THIS STATION ARE THE REFERENCED UTILITY POLE AND TREES TO THE EAST AND
 PM0311'NORTHEAST OF THE STATION EXTENDING TO 60 DEGREES ABOVE THE HORIZON.
 PM0311
 PM0311                          STATION RECOVERY (2002)
 PM0311
 PM0311'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 PM0311'RECOVERED IN GOOD CONDITION.
 PM0311
 PM0311                          STATION RECOVERY (2002)
 PM0311
 PM0311'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 PM0311'RECOVERED IN GOOD CONDITION.
 PM0311
 PM0311                          STATION RECOVERY (2003)
 PM0311
 PM0311'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0311'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 0.05 MILE
 PM0311'NORTH OF TWO CREEKS ROAD ON LAKESHORE ROAD AND IN LINE WITH THE
 PM0311'CENTERLINE EXTENDED OF A FIELD ENTRANCE TO THE WEST.
 PM0311
 PM0311                          STATION RECOVERY (2005)
 PM0311
 PM0311'RECOVERY NOTE BY US POWER SQUADRON 2005 (JCH)
 PM0311'RECOVERED IN GOOD CONDITION.
 PM0311
 PM0311                          STATION RECOVERY (2005)
 PM0311
 PM0311'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0311'RECOVERED IN POOR CONDITION.  ADD-- THE STATION IS 0.05 MI NORTH OF
 PM0311'THE JUNCTION OF TWO CREEKS ROAD AND LAKESHORE ROAD, 11.8 M EAST OF THE
 PM0311'CENTERLINE OF LAKESHORE ROAD, THE STEEL ROD IS IN AN UNSTABLE
 PM0311'CONDITION, PROTRUDES 11 CM ABOVE THE CONCRETE CASING, AND IS 10 CM
 PM0311'BELOW SURFACE OF GROUND.  THE CASING COVER AND IDENTIFICATION RING ARE
 PM0311'MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0313 ***********************************************************************
 PM0313  DESIGNATION -  LSC 7 B 84
 PM0313  PID         -  PM0313
 PM0313  STATE/COUNTY-  WI/KEWAUNEE
 PM0313  USGS QUAD   -  TWO CREEKS (1978)
 PM0313
 PM0313                         *CURRENT SURVEY CONTROL
 PM0313  ___________________________________________________________________
 PM0313* NAD 83(1986)-  44 20 11.     (N)    087 32 36.     (W)     SCALED    
 PM0313* NAVD 88     -       188.159  (meters)     617.32   (feet)  ADJUSTED  
 PM0313  ___________________________________________________________________
 PM0313  GEOID HEIGHT-         -36.18  (meters)                     GEOID03
 PM0313  DYNAMIC HT  -         188.134 (meters)     617.24  (feet)  COMP
 PM0313  MODELED GRAV-     980,485.8   (mgal)                       NAVD 88
 PM0313
 PM0313  VERT ORDER  -  FIRST     CLASS I
 PM0313
 PM0313.The horizontal coordinates were scaled from a topographic map and have
 PM0313.an estimated accuracy of +/- 6 seconds.
 PM0313
 PM0313.The orthometric height was determined by differential leveling
 PM0313.and adjusted by the National Geodetic Survey in June 1991..
 PM0313
 PM0313.The geoid height was determined by GEOID03.
 PM0313
 PM0313.The dynamic height is computed by dividing the NAVD 88
 PM0313.geopotential number by the normal gravity value computed on the
 PM0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0313.degrees latitude (g = 980.6199 gals.).
 PM0313
 PM0313.The modeled gravity was interpolated from observed gravity values.
 PM0313
 PM0313;                    North         East    Units  Estimated Accuracy
 PM0313;SPC WI C     -    58,860.      795,890.      MT  (+/- 180 meters Scaled)
 PM0313
 PM0313                          SUPERSEDED SURVEY CONTROL
 PM0313
 PM0313.No superseded survey control is available for this station.
 PM0313
 PM0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ566093(NAD 83)
 PM0313_MARKER: DD = SURVEY DISK
 PM0313_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PM0313_SP_SET: SET IN A CONCRETE BOX CULVERT
 PM0313_STAMPING: LSC 7 B 84 1975 AC
 PM0313_MARK LOGO: NOS   
 PM0313_PROJECTION: FLUSH
 PM0313_MAGNETIC: N = NO MAGNETIC MATERIAL
 PM0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0313+STABILITY: SURFACE MOTION
 PM0313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0313+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2005
 PM0313
 PM0313  HISTORY     - Date     Condition        Report By
 PM0313  HISTORY     - 1975     MONUMENTED       NOS
 PM0313  HISTORY     - 19980708 GOOD             WIDT
 PM0313  HISTORY     - 20030415 GOOD             USPSQD
 PM0313  HISTORY     - 20050719 GOOD             WIDT
 PM0313
 PM0313                          STATION DESCRIPTION
 PM0313
 PM0313'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0313'17.1 KM (10.60 MI) SOUTH FROM KEWAUNEE.
 PM0313'10.6 MILES SOUTH ALONG STATE HIGHWAY 42 FROM THE HIGHWAY BRIDGE OVER
 PM0313'THE KEWAUNEE RIVER IN KEWAUNEE, 0.3 MILE NORTH OF THE KEWAUNEE COUNTY
 PM0313'LINE, 40.8 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 0.6 FT EAST OF
 PM0313'THE WEST FACE AND 0.25 FT SOUTH OF THE EXTENDED ANGLE OF THE WINGWALL
 PM0313'AT THE NORTH END OF A 6-FOOT CONCRETE CULVERT, BEING THE HIGHEST
 PM0313'POINT OF A CROSS AT THE CENTER OF A BRONZE DISK, SET INTO THE
 PM0313'CONCRETE.
 PM0313'THE MARK IS 10 FT BELOW ROAD.
 PM0313
 PM0313                          STATION RECOVERY (1998)
 PM0313
 PM0313'RECOVERY NOTE BY WI DEPT OF TRANSP 1998 (PJH)
 PM0313'THE STATION IS LOCATED APPROXIMATELY 43.5 KM (27.00 MI) SOUTHEAST OF
 PM0313'GREEN BAY, 27.4 KM (17.00 MI) NORTHEAST OF MANITOWOC, AND 20.9 KM
 PM0313'(13.00 MI) NORTH OF TWO RIVERS IN THE NORTH CORNER OF THE WEST END OF
 PM0313'A CONCRETE BOX CULVERT BELOW STATE HIGHWAY 42.  OWNERSHIP--WISCONSIN
 PM0313'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 PM0313'OF HIGHWAY 42 (WASHINGTON AVENUE) WITH STATE HIGHWAY 147 (22ND STREET)
 PM0313'IN THE CITY OF TWO RIVERS, GO EAST 0.6 KM (0.35 MI) ON HIGHWAY 42
 PM0313'(22ND STREET) TO WHERE HIGHWAY 42 TURNS TO THE LEFT, TURN LEFT AND GO
 PM0313'NORTH 19.3 KM (12.00 MI) ON HIGHWAY 42 TO THE KEWAUNEE/MANITOWOC
 PM0313'COUNTY LINE, CONTINUE NORTH 1.1 KM (0.70 MI) ON HIGHWAY 42 TO THE
 PM0313'STATION ON THE LEFT.  THE STATION IS A BRONZE NOS LAKE SURVEY CENTER
 PM0313'DISK STAMPED --LSC 7 B 84 1975 AC-- AND SET IN THE BOX CULVERT
 PM0313'APPROXIMATELY 0.3 M (1.0 FT) BELOW GROUND AND APPROXIMATELY 2 M (6.6
 PM0313'FT) BELOW THE HIGHWAY.  THE STATION IS 12.1 M (39.7 FT) WEST OF THE
 PM0313'CENTERLINE OF THE HIGHWAY, 22.2 M (72.8 FT) SOUTH-SOUTHEAST OF A
 PM0313'SQUARE PLASTIC RIGHT-OF-WAY POST, 8.1 M (26.6 FT) NORTHEAST OF A 15-CM
 PM0313'(6-INCH) DIAMETER WOODEN FENCE POST, 7.3 M (24.0 FT) EAST-SOUTHEAST OF
 PM0313'ANOTHER 15-CM (6-INCH) DIAMETER WOODEN FENCE POST, AND 6.3 M (20.7 FT)
 PM0313'WEST OF THE WEST GALVANIZED STEEL GUARD RAIL FOR THE HIGHWAY.
 PM0313'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 PM0313'THAN 15 DEGREES ABOVE THE HORIZON.
 PM0313
 PM0313                          STATION RECOVERY (2003)
 PM0313
 PM0313'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0313'RECOVERED IN GOOD CONDITION.  THE 1998 WIDT DESCRIPTION IS IN ERROR IN
 PM0313'THAT THE STATION IS 0.3 MILE NORTH OF THE KEWAUNEE/MANITOWOC COUNTY
 PM0313'LINE OR COUNTY HIGHWAY BB (NOT 0.7 MILE).  THE STATION IS ALSO ABOUT
 PM0313'0.1 MILE NORTH OF HERMANN LANE.  THERE ARE NO OBSTRUCTIONS ABOVE 15
 PM0313'DEGREES.
 PM0313
 PM0313                          STATION RECOVERY (2005)
 PM0313
 PM0313'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0313'RECOVERED IN GOOD CONDITION, ADD-THE STATION IS 0.4 M SOUTHEAST OF AN
 PM0313'ORANGE FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0315 ***********************************************************************
 PM0315  DESIGNATION -  LSC 7 B 85
 PM0315  PID         -  PM0315
 PM0315  STATE/COUNTY-  WI/KEWAUNEE
 PM0315  USGS QUAD   -  TWO CREEKS (1978)
 PM0315
 PM0315                         *CURRENT SURVEY CONTROL
 PM0315  ___________________________________________________________________
 PM0315* NAD 83(1986)-  44 21 48.     (N)    087 32 36.     (W)     SCALED    
 PM0315* NAVD 88     -       205.021  (meters)     672.64   (feet)  ADJUSTED  
 PM0315  ___________________________________________________________________
 PM0315  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PM0315  DYNAMIC HT  -         204.996 (meters)     672.56  (feet)  COMP
 PM0315  MODELED GRAV-     980,488.4   (mgal)                       NAVD 88
 PM0315
 PM0315  VERT ORDER  -  FIRST     CLASS I
 PM0315
 PM0315.The horizontal coordinates were scaled from a topographic map and have
 PM0315.an estimated accuracy of +/- 6 seconds.
 PM0315
 PM0315.The orthometric height was determined by differential leveling
 PM0315.and adjusted by the National Geodetic Survey in June 1991..
 PM0315
 PM0315.The geoid height was determined by GEOID03.
 PM0315
 PM0315.The dynamic height is computed by dividing the NAVD 88
 PM0315.geopotential number by the normal gravity value computed on the
 PM0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0315.degrees latitude (g = 980.6199 gals.).
 PM0315
 PM0315.The modeled gravity was interpolated from observed gravity values.
 PM0315
 PM0315;                    North         East    Units  Estimated Accuracy
 PM0315;SPC WI C     -    61,860.      795,800.      MT  (+/- 180 meters Scaled)
 PM0315
 PM0315                          SUPERSEDED SURVEY CONTROL
 PM0315
 PM0315.No superseded survey control is available for this station.
 PM0315
 PM0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ567123(NAD 83)
 PM0315_MARKER: I = METAL ROD
 PM0315_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PM0315+WITH SETTING: INFORMATION.
 PM0315_SP_SET: SHALLOW-SET METAL ROD
 PM0315_MARK LOGO: NONE  
 PM0315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PM0315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0315+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2003
 PM0315
 PM0315  HISTORY     - Date     Condition        Report By
 PM0315  HISTORY     - 1975     MONUMENTED       NOS
 PM0315  HISTORY     - 20030415 GOOD             USPSQD
 PM0315
 PM0315                          STATION DESCRIPTION
 PM0315
 PM0315'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0315'13.4 KM (8.30 MI) SOUTH FROM KEWAUNEE.
 PM0315'8.3 MILES SOUTH ALONG STATE HIGHWAY 42 FROM THE HIGHWAY BRIDGE OVER
 PM0315'THE KEWAUNEE RIVER IN KEWAUNEE, 2.6 MILES NORTH OF THE KEWAUNEE
 PM0315'COUNTY LINE, 0.4 MILE NORTH OF SANDY BAY ROAD, 130.0 FEET SOUTH OF AN
 PM0315'ACCESS DRIVE TO A FIELD, 48.0 FEET WEST OF THE CENTERLINE OF THE
 PM0315'HIGHWAY, 4.0 FEET EAST OF A BARBED WIRE FENCE, 3.7 FEET NORTH OF
 PM0315'UTILITY POLE NUMBER 2224-23R3, 9 INCHES BELOW GROUND ENCASED IN A
 PM0315'CONCRETE PROTECTOR WITH A COVER, BEING THE HIGHEST POINT OF A
 PM0315'5/8-INCH COPPER-COATED STEEL ROD, 5.0 FEET LONG.
 PM0315'THE MARK IS 5.0 FT BELOW ROAD.
 PM0315
 PM0315                          STATION RECOVERY (2003)
 PM0315
 PM0315'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0315'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THAT
 PM0315'THERE IS NO BARBED WIRE FENCE.  THE STATION IS 2 FEET EAST OF A
 PM0315'CULTIVATED FIELD.  THERE ARE NO OBSTRUCTION ABOVE 15 DEGREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0316 ***********************************************************************
 PM0316  DESIGNATION -  LSC 7 B 86
 PM0316  PID         -  PM0316
 PM0316  STATE/COUNTY-  WI/KEWAUNEE
 PM0316  USGS QUAD   -  KEWAUNEE (1978)
 PM0316
 PM0316                         *CURRENT SURVEY CONTROL
 PM0316  ___________________________________________________________________
 PM0316* NAD 83(1986)-  44 22 42.     (N)    087 32 36.     (W)     SCALED    
 PM0316* NAVD 88     -       207.375  (meters)     680.36   (feet)  ADJUSTED  
 PM0316  ___________________________________________________________________
 PM0316  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PM0316  DYNAMIC HT  -         207.350 (meters)     680.28  (feet)  COMP
 PM0316  MODELED GRAV-     980,489.6   (mgal)                       NAVD 88
 PM0316
 PM0316  VERT ORDER  -  FIRST     CLASS I
 PM0316
 PM0316.The horizontal coordinates were scaled from a topographic map and have
 PM0316.an estimated accuracy of +/- 6 seconds.
 PM0316
 PM0316.The orthometric height was determined by differential leveling
 PM0316.and adjusted by the National Geodetic Survey in June 1991..
 PM0316
 PM0316.The geoid height was determined by GEOID03.
 PM0316
 PM0316.The dynamic height is computed by dividing the NAVD 88
 PM0316.geopotential number by the normal gravity value computed on the
 PM0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0316.degrees latitude (g = 980.6199 gals.).
 PM0316
 PM0316.The modeled gravity was interpolated from observed gravity values.
 PM0316
 PM0316;                    North         East    Units  Estimated Accuracy
 PM0316;SPC WI C     -    63,520.      795,750.      MT  (+/- 180 meters Scaled)
 PM0316
 PM0316                          SUPERSEDED SURVEY CONTROL
 PM0316
 PM0316.No superseded survey control is available for this station.
 PM0316
 PM0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ567140(NAD 83)
 PM0316_MARKER: I = METAL ROD
 PM0316_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PM0316+WITH SETTING: INFORMATION.
 PM0316_SP_SET: SHALLOW-SET METAL ROD
 PM0316_MARK LOGO: NONE  
 PM0316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PM0316
 PM0316  HISTORY     - Date     Condition        Report By
 PM0316  HISTORY     - 1975     MONUMENTED       NOS
 PM0316  HISTORY     - 20030611 MARK NOT FOUND   USPSQD
 PM0316
 PM0316                          STATION DESCRIPTION
 PM0316
 PM0316'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0316'11.7 KM (7.30 MI) SOUTH FROM KEWAUNEE.
 PM0316'7.3 MILES SOUTH ALONG STATE HIGHWAY 52 FROM THE HIGHWAY BRIDGE OVER
 PM0316'THE KEWAUNEE RIVER IN KEWAUNEE, 3.65 MILES NORTH OF THE KEWAUNEE
 PM0316'COUNTY LINE, 1.5 MILES NORTH OF SANDY BAY ROAD, ABOUT 150.0 FEET
 PM0316'SOUTH OF THE EXTENDED CENTERLINE OF A DRIVE TO A DWELLING ON THE WEST
 PM0316'SIDE OF THE HIGHWAY, ABOUT 150.0 FEET NORTHEAST OF UTILITY POLE
 PM0316'NUMBER 224-14R8, 46.0 EAST OF THE CENTERLINE OF THE HIGHWAY, 44.7
 PM0316'FEET NORTH OF THE CENTERLINE EXTENED OF A STEEL CULVERT, 9 INCHES
 PM0316'BELOW THE GROUND ENCASED IN A CONCRETE PROTECTOR WITH A COVER, BEING
 PM0316'THE HIGHEST POINT OF A 5/8-INCH COPPER-COATED STEEL ROD, 5 FEET LONG.
 PM0316'THE MARK IS 2.0 FT BELOW ROAD.
 PM0316
 PM0316                          STATION RECOVERY (2003)
 PM0316
 PM0316'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0316'NOT FOUND WITH PROBING AND METAL DETECTOR.  NOTE-- THE UTILITY POLE IS
 PM0316'NUMBERED 2224-14R8
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0317 ***********************************************************************
 PM0317  DESIGNATION -  LSC 7 B 87
 PM0317  PID         -  PM0317
 PM0317  STATE/COUNTY-  WI/KEWAUNEE
 PM0317  USGS QUAD   -  KEWAUNEE (1978)
 PM0317
 PM0317                         *CURRENT SURVEY CONTROL
 PM0317  ___________________________________________________________________
 PM0317* NAD 83(1986)-  44 23 18.     (N)    087 32 36.     (W)     SCALED    
 PM0317* NAVD 88     -       207.338  (meters)     680.24   (feet)  ADJUSTED  
 PM0317  ___________________________________________________________________
 PM0317  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PM0317  DYNAMIC HT  -         207.313 (meters)     680.16  (feet)  COMP
 PM0317  MODELED GRAV-     980,490.4   (mgal)                       NAVD 88
 PM0317
 PM0317  VERT ORDER  -  FIRST     CLASS I
 PM0317
 PM0317.The horizontal coordinates were scaled from a topographic map and have
 PM0317.an estimated accuracy of +/- 6 seconds.
 PM0317
 PM0317.The orthometric height was determined by differential leveling
 PM0317.and adjusted by the National Geodetic Survey in June 1991..
 PM0317
 PM0317.The geoid height was determined by GEOID03.
 PM0317
 PM0317.The dynamic height is computed by dividing the NAVD 88
 PM0317.geopotential number by the normal gravity value computed on the
 PM0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0317.degrees latitude (g = 980.6199 gals.).
 PM0317
 PM0317.The modeled gravity was interpolated from observed gravity values.
 PM0317
 PM0317;                    North         East    Units  Estimated Accuracy
 PM0317;SPC WI C     -    64,630.      795,720.      MT  (+/- 180 meters Scaled)
 PM0317
 PM0317                          SUPERSEDED SURVEY CONTROL
 PM0317
 PM0317.No superseded survey control is available for this station.
 PM0317
 PM0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ567151(NAD 83)
 PM0317_MARKER: I = METAL ROD
 PM0317_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PM0317+WITH SETTING: INFORMATION.
 PM0317_SP_SET: SHALLOW-SET METAL ROD
 PM0317_MARK LOGO: NONE  
 PM0317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PM0317
 PM0317  HISTORY     - Date     Condition        Report By
 PM0317  HISTORY     - 1975     MONUMENTED       NOS
 PM0317  HISTORY     - 19950804 MARK NOT FOUND   USPSQD
 PM0317  HISTORY     - 20030415 MARK NOT FOUND   USPSQD
 PM0317
 PM0317                          STATION DESCRIPTION
 PM0317
 PM0317'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0317'10.5 KM (6.50 MI) SOUTH FROM KEWAUNEE.
 PM0317'6.5 MILES SOUTH ALONG STATE HIGHWAY 42 FROM THE HIGHWAY BRIDGE OVER
 PM0317'THE KEWAUNEE RIVER IN KEWAUNEE, 4.5 MILES NORTH OF THE KEWAUNEE
 PM0317'COUNTY LINE, 0.26 MILE NORTH OF OLD SETTER ROAD, 121.0 FEET SOUTH OF
 PM0317'UTILITY POLE NUMBER 224-11R5, 40.0 FEET WEST OF THE CENTERLINE OF THE
 PM0317'HIGHWAY, 6.8 FEET SOUTHWEST OF OF THE CENTERLINE OF THE SOUTH END OF
 PM0317'AN 18-INCH DIAMETER CONCRETE CULVERT, 3.6 SOUTHEAST OF THE CORNER
 PM0317'POST OF A FENCE, 1.0 FT BELOW THE SURFACE OF THE GROUND ENCASED IN A
 PM0317'CONCRETE PROTECTOR WITH A COVER, BEING THE HIGHEST POINT OF A
 PM0317'5/8-INCH COPPER-COATED STEEL ROD, 5.0 FEET LONG.
 PM0317'THE MARK IS 2.5 FT BELOW HIGHWAY.
 PM0317
 PM0317                          STATION RECOVERY (1995)
 PM0317
 PM0317'RECOVERY NOTE BY US POWER SQUADRON 1995
 PM0317'MARK NOT FOUND.
 PM0317
 PM0317                          STATION RECOVERY (2003)
 PM0317
 PM0317'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0317'NOT FOUND WITH PROBING AND METAL DETECTOR.  THE UTILITY POLE IS
 PM0317'NUMBERED 2224-11R5.  NO CULVERT WAS FOUND AND NO FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0318 ***********************************************************************
 PM0318  DESIGNATION -  LSC 7 B 88
 PM0318  PID         -  PM0318
 PM0318  STATE/COUNTY-  WI/KEWAUNEE
 PM0318  USGS QUAD   -  KEWAUNEE (1978)
 PM0318
 PM0318                         *CURRENT SURVEY CONTROL
 PM0318  ___________________________________________________________________
 PM0318* NAD 83(1986)-  44 24 06.     (N)    087 32 36.     (W)     SCALED    
 PM0318* NAVD 88     -       206.108  (meters)     676.21   (feet)  ADJUSTED  
 PM0318  ___________________________________________________________________
 PM0318  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 PM0318  DYNAMIC HT  -         206.083 (meters)     676.12  (feet)  COMP
 PM0318  MODELED GRAV-     980,491.2   (mgal)                       NAVD 88
 PM0318
 PM0318  VERT ORDER  -  FIRST     CLASS I
 PM0318
 PM0318.The horizontal coordinates were scaled from a topographic map and have
 PM0318.an estimated accuracy of +/- 6 seconds.
 PM0318
 PM0318.The orthometric height was determined by differential leveling
 PM0318.and adjusted by the National Geodetic Survey in June 1991..
 PM0318
 PM0318.The geoid height was determined by GEOID03.
 PM0318
 PM0318.The dynamic height is computed by dividing the NAVD 88
 PM0318.geopotential number by the normal gravity value computed on the
 PM0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0318.degrees latitude (g = 980.6199 gals.).
 PM0318
 PM0318.The modeled gravity was interpolated from observed gravity values.
 PM0318
 PM0318;                    North         East    Units  Estimated Accuracy
 PM0318;SPC WI C     -    66,110.      795,670.      MT  (+/- 180 meters Scaled)
 PM0318
 PM0318                          SUPERSEDED SURVEY CONTROL
 PM0318
 PM0318.No superseded survey control is available for this station.
 PM0318
 PM0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ567166(NAD 83)
 PM0318_MARKER: DD = SURVEY DISK
 PM0318_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PM0318_SP_SET: CULVERT
 PM0318_STAMPING: LSC 7B88 1975 AC
 PM0318_MARK LOGO: NOS   
 PM0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0318+STABILITY: SURFACE MOTION
 PM0318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0318+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2005
 PM0318
 PM0318  HISTORY     - Date     Condition        Report By
 PM0318  HISTORY     - 1975     MONUMENTED       NOS
 PM0318  HISTORY     - 19950804 GOOD             USPSQD
 PM0318  HISTORY     - 20021024 GOOD             USPSQD
 PM0318  HISTORY     - 20040304 GOOD             USPSQD
 PM0318  HISTORY     - 20050719 GOOD             WIDT
 PM0318
 PM0318                          STATION DESCRIPTION
 PM0318
 PM0318'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0318'9.2 KM (5.70 MI) SOUTH FROM KEWAUNEE.
 PM0318'5.7 MILES SOUTH ALONG STATE HIGHWAY 42 FROM THE HIGHWAY BRIDGE OVER
 PM0318'THE KEWAUNEE RIVER IN KEWAUNEE, 300.0 FEET NORTH OF COUNTY ROAD J,
 PM0318'38.8 FEET SOUTHWEST OF UTILITY POLE NUMBER 4202, 30.0 FEET EAST OF
 PM0318'THE CENTER LINE OF THE HIGHWAY, 1.3 FEET SOUTH OF THE EXTENDED ANGLE
 PM0318'OF THE NORTH WINGWALL AND 0.9 FOOT WEST OF THE WEST FACE OF A 27-FOOT
 PM0318'LONG CONCRETE CULVERT, BEING THE HIGHEST POINT OF A CROSS AT THE
 PM0318'CENTER OF A BRONZE DISK, SET INTO THE CONCRETE.
 PM0318
 PM0318                          STATION RECOVERY (1995)
 PM0318
 PM0318'RECOVERY NOTE BY US POWER SQUADRON 1995
 PM0318'RECOVERED IN GOOD CONDITION.
 PM0318
 PM0318                          STATION RECOVERY (2002)
 PM0318
 PM0318'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0318'CULVERT LABELED 'WI DOT HIGHWAY DIVISION B-31-16-74' ON THE INSIDE OF
 PM0318'THE SOUTH WINGWALL.  UTILITY POLE NUMBER 4202 HAS BEEN REMOVED.
 PM0318
 PM0318                          STATION RECOVERY (2004)
 PM0318
 PM0318'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0318'RECOVERED IN GOOD CONDITION.
 PM0318
 PM0318                          STATION RECOVERY (2005)
 PM0318
 PM0318'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0318'RECOVERED IN GOOD CONDITION. ADD-THE STATION IS 42.1 M SOUTH OF THE
 PM0318'NORTH END OF THE GUARDRAIL, 21.2 M NORTH OF A --STATE HIGHWAY 42--AND
 PM0318'--LAKE MICHIGAN CIRCLE TOUR - SIGN POST, AND 3.4 M EAST OF A
 PM0318'GUARDRAIL, 0.6 M SOUTH OF AN ORANGE FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0319 ***********************************************************************
 PM0319  DESIGNATION -  LSC 7 B 89
 PM0319  PID         -  PM0319
 PM0319  STATE/COUNTY-  WI/KEWAUNEE
 PM0319  USGS QUAD   -  KEWAUNEE (1978)
 PM0319
 PM0319                         *CURRENT SURVEY CONTROL
 PM0319  ___________________________________________________________________
 PM0319* NAD 83(1986)-  44 24 42.     (N)    087 32 36.     (W)     SCALED    
 PM0319* NAVD 88     -       214.367  (meters)     703.30   (feet)  ADJUSTED  
 PM0319  ___________________________________________________________________
 PM0319  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 PM0319  DYNAMIC HT  -         214.341 (meters)     703.22  (feet)  COMP
 PM0319  MODELED GRAV-     980,491.7   (mgal)                       NAVD 88
 PM0319
 PM0319  VERT ORDER  -  FIRST     CLASS I
 PM0319
 PM0319.The horizontal coordinates were scaled from a topographic map and have
 PM0319.an estimated accuracy of +/- 6 seconds.
 PM0319
 PM0319.The orthometric height was determined by differential leveling
 PM0319.and adjusted by the National Geodetic Survey in June 1991..
 PM0319
 PM0319.The geoid height was determined by GEOID03.
 PM0319
 PM0319.The dynamic height is computed by dividing the NAVD 88
 PM0319.geopotential number by the normal gravity value computed on the
 PM0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0319.degrees latitude (g = 980.6199 gals.).
 PM0319
 PM0319.The modeled gravity was interpolated from observed gravity values.
 PM0319
 PM0319;                    North         East    Units  Estimated Accuracy
 PM0319;SPC WI C     -    67,220.      795,640.      MT  (+/- 180 meters Scaled)
 PM0319
 PM0319                          SUPERSEDED SURVEY CONTROL
 PM0319
 PM0319.No superseded survey control is available for this station.
 PM0319
 PM0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ567177(NAD 83)
 PM0319_MARKER: B = BOLT
 PM0319_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PM0319_SP_SET: CULVERT
 PM0319_MARK LOGO: NONE  
 PM0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0319+STABILITY: SURFACE MOTION
 PM0319
 PM0319  HISTORY     - Date     Condition        Report By
 PM0319  HISTORY     - 1975     MONUMENTED       NOS
 PM0319  HISTORY     - 19950804 GOOD             USPSQD
 PM0319  HISTORY     - 20021024 MARK NOT FOUND   USPSQD
 PM0319  HISTORY     - 20040304 MARK NOT FOUND   USPSQD
 PM0319  HISTORY     - 20050720 MARK NOT FOUND   WIDT
 PM0319
 PM0319                          STATION DESCRIPTION
 PM0319
 PM0319'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0319'8.0 KM (5.00 MI) SOUTH FROM KEWAUNEE.
 PM0319'5.0 MILES SOUTH ALONG STATE HIGHWAY 42 FROM THE HIGHWAY BRIDGE OVER
 PM0319'THE KEWAUNEE RIVER IN KEWAUNEE, 6.0 MILES NORTH OF THE KEWAUNEE
 PM0319'COUNTY ROAD, 0.75 MILE NORTH OF COUNTY ROAD J, 36.0 FEET EAST OF THE
 PM0319'CENTERLINE OF THE HIGHWAY, 11.35 FEET NORTH OF THE EXTENDED ANGLE OF
 PM0319'THE SOUTH WINGWALL OF A CONCRETE CULVERT, 0.42 FT SOUTHEAST OF OF THE
 PM0319'NORTHWEST FACE OF THE NORTH WING, BEING THE HIGHEST POINT OF A
 PM0319'1/2-INCH DIAMETER BRASS BOLT, SET INTO THE CONCRETE.
 PM0319
 PM0319                          STATION RECOVERY (1995)
 PM0319
 PM0319'RECOVERY NOTE BY US POWER SQUADRON 1995
 PM0319'RECOVERED IN GOOD CONDITION.
 PM0319
 PM0319                          STATION RECOVERY (2002)
 PM0319
 PM0319'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0319'THE STATION WAS NOT FOUND BECAUSE THE CONCRETE CULVERT WAS REPLACED IN
 PM0319'1998 DURING HIGHWAY 42 RE-CONSTRUCTION.  THE NEW CONCRETE CULVERT IS
 PM0319'LABELED 'WI DOT C-31-19-98'.
 PM0319
 PM0319                          STATION RECOVERY (2004)
 PM0319
 PM0319'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0319'MARK NOT FOUND.
 PM0319
 PM0319                          STATION RECOVERY (2005)
 PM0319
 PM0319'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0319'NOT FOUND.  ADD--THE CONCRETE CULVERT WAS REPLACED DURING ROAD
 PM0319'CONSTRUCTION IN 1998.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0320 ***********************************************************************
 PM0320  DESIGNATION -  LSC 7 B 90
 PM0320  PID         -  PM0320
 PM0320  STATE/COUNTY-  WI/KEWAUNEE
 PM0320  USGS QUAD   -  KEWAUNEE (1978)
 PM0320
 PM0320                         *CURRENT SURVEY CONTROL
 PM0320  ___________________________________________________________________
 PM0320* NAD 83(1986)-  44 25 42.     (N)    087 32 36.     (W)     SCALED    
 PM0320* NAVD 88     -       217.413  (meters)     713.30   (feet)  ADJUSTED  
 PM0320  ___________________________________________________________________
 PM0320  GEOID HEIGHT-         -36.21  (meters)                     GEOID03
 PM0320  DYNAMIC HT  -         217.387 (meters)     713.21  (feet)  COMP
 PM0320  MODELED GRAV-     980,492.3   (mgal)                       NAVD 88
 PM0320
 PM0320  VERT ORDER  -  FIRST     CLASS I
 PM0320
 PM0320.The horizontal coordinates were scaled from a topographic map and have
 PM0320.an estimated accuracy of +/- 6 seconds.
 PM0320
 PM0320.The orthometric height was determined by differential leveling
 PM0320.and adjusted by the National Geodetic Survey in June 1991..
 PM0320
 PM0320.The geoid height was determined by GEOID03.
 PM0320
 PM0320.The dynamic height is computed by dividing the NAVD 88
 PM0320.geopotential number by the normal gravity value computed on the
 PM0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0320.degrees latitude (g = 980.6199 gals.).
 PM0320
 PM0320.The modeled gravity was interpolated from observed gravity values.
 PM0320
 PM0320;                    North         East    Units  Estimated Accuracy
 PM0320;SPC WI C     -    69,070.      795,580.      MT  (+/- 180 meters Scaled)
 PM0320
 PM0320                          SUPERSEDED SURVEY CONTROL
 PM0320
 PM0320.No superseded survey control is available for this station.
 PM0320
 PM0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ567195(NAD 83)
 PM0320_MARKER: I = METAL ROD
 PM0320_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PM0320+WITH SETTING: INFORMATION.
 PM0320_SP_SET: SHALLOW-SET METAL ROD
 PM0320_MARK LOGO: NONE  
 PM0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PM0320
 PM0320  HISTORY     - Date     Condition        Report By
 PM0320  HISTORY     - 1975     MONUMENTED       NOS
 PM0320  HISTORY     - 19950804 POOR             USPSQD
 PM0320  HISTORY     - 20030415 MARK NOT FOUND   USPSQD
 PM0320
 PM0320                          STATION DESCRIPTION
 PM0320
 PM0320'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0320'6.4 KM (4.00 MI) SOUTH FROM KEWAUNEE.
 PM0320'4.0 MILES SOUTH ALONG HIGHWAY 42 FROM THE HIGHWAY BRIDGE OVER THE
 PM0320'KEWAUNEE RIVER IN KEWAUNEE, 7.0 MILES NORTH OF THE KEWAUNEE COUNTY
 PM0320'LINE, ABOUT 0.2 MILE SOUTH OF A WAY SIDE PARK, SOUTH OF A 90-DEGREE
 PM0320'CURVE IN THE HIGHWAY, 41.0 FEET EAST OF THE CENTERLINE OF THE
 PM0320'HIGHWAY, 36.6 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A 2-STORY
 PM0320'DWELLING, 8.0 FEET SOUTHWEST OF UTILITY POLE NUMBER 4274-324-36W6, 6
 PM0320'INCHES BELOW THE SURFACE OF THE GROUND, ENCASED IN A CONCRETE
 PM0320'PROTECTOR WITH A COVER, BEING THE HIGHEST POINT OF A 5/8-INCH
 PM0320'COPPER-COATED ROD, 5.0 FEET LONG.
 PM0320
 PM0320                          STATION RECOVERY (1995)
 PM0320
 PM0320'RECOVERY NOTE BY US POWER SQUADRON 1995
 PM0320'MARK RECOVERED IN POOR CONDITION.
 PM0320
 PM0320                          STATION RECOVERY (2003)
 PM0320
 PM0320'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0320'NOT FOUND WITH PROBING AND METAL DETECTOR.  THE HOUSE HAS BEEN TORN
 PM0320'DOWN.  THE UTILITY POLE IS NUMBERED 2324-36W6.  A GREEN UNDERGROUND
 PM0320'TELEPHONE JUNCTION BOX NUMBER 901-51 IS IN THE STATION'S DESCRIBED
 PM0320'LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0321 ***********************************************************************
 PM0321  DESIGNATION -  LSC 7 B 91
 PM0321  PID         -  PM0321
 PM0321  STATE/COUNTY-  WI/KEWAUNEE
 PM0321  USGS QUAD   -  KEWAUNEE (1978)
 PM0321
 PM0321                         *CURRENT SURVEY CONTROL
 PM0321  ___________________________________________________________________
 PM0321* NAD 83(1986)-  44 25 48.     (N)    087 31 18.     (W)     SCALED    
 PM0321* NAVD 88     -       209.396  (meters)     686.99   (feet)  ADJUSTED  
 PM0321  ___________________________________________________________________
 PM0321  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 PM0321  DYNAMIC HT  -         209.371 (meters)     686.91  (feet)  COMP
 PM0321  MODELED GRAV-     980,494.7   (mgal)                       NAVD 88
 PM0321
 PM0321  VERT ORDER  -  FIRST     CLASS I
 PM0321
 PM0321.The horizontal coordinates were scaled from a topographic map and have
 PM0321.an estimated accuracy of +/- 6 seconds.
 PM0321
 PM0321.The orthometric height was determined by differential leveling
 PM0321.and adjusted by the National Geodetic Survey in June 1991..
 PM0321
 PM0321.The geoid height was determined by GEOID03.
 PM0321
 PM0321.The dynamic height is computed by dividing the NAVD 88
 PM0321.geopotential number by the normal gravity value computed on the
 PM0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0321.degrees latitude (g = 980.6199 gals.).
 PM0321
 PM0321.The modeled gravity was interpolated from observed gravity values.
 PM0321
 PM0321;                    North         East    Units  Estimated Accuracy
 PM0321;SPC WI C     -    69,310.      797,300.      MT  (+/- 180 meters Scaled)
 PM0321
 PM0321                          SUPERSEDED SURVEY CONTROL
 PM0321
 PM0321.No superseded survey control is available for this station.
 PM0321
 PM0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ584197(NAD 83)
 PM0321_MARKER: B = BOLT
 PM0321_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PM0321_SP_SET: CULVERT
 PM0321_MARK LOGO: NONE  
 PM0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0321+STABILITY: SURFACE MOTION
 PM0321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0321+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2005
 PM0321
 PM0321  HISTORY     - Date     Condition        Report By
 PM0321  HISTORY     - 1975     MONUMENTED       NOS
 PM0321  HISTORY     - 19950804 GOOD             USPSQD
 PM0321  HISTORY     - 20021024 GOOD             USPSQD
 PM0321  HISTORY     - 20040304 GOOD             USPSQD
 PM0321  HISTORY     - 20050719 GOOD             WIDT
 PM0321
 PM0321                          STATION DESCRIPTION
 PM0321
 PM0321'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0321'5.3 KM (3.30 MI) SOUTH FROM KEWAUNEE.
 PM0321'3.3 MILES SOUTH ALONG STATE HIGHWAY 42 FROM THE HIGHWAY BRIDGE OVER
 PM0321'THE KEWAUNEE RIVER IN KEWAUNEE, ABOUT 370.0 FEET WEST OF THE
 PM0321'INTERSECTION OF HOSPITAL ROAD AND JUST WEST OF THE INTERSECTION OF
 PM0321'APPLE LANE TO THE SOUTH, 33.0 FEET NORTH OF THE CENTERLINE OF THE
 PM0321'HIGHWAY, 19.6 FEET SOUTHEAST OF UTILITY POLE NUMBER 2324-25R6, 2.5
 PM0321'FOOT BELOW THE ROAD, 0.5 FT SOUTHEAST OF THE NORTH FACE OF AND 0.3
 PM0321'FOOT SOUTHEAST OF THE WEST FACE OF A 4.7-FOOT CONCRETE CULVERT, BEING
 PM0321'THE HIGHEST POINT OF A 1/2-INCH BRASS BOLT, SET INTO THE CONCRETE.
 PM0321
 PM0321                          STATION RECOVERY (1995)
 PM0321
 PM0321'RECOVERY NOTE BY US POWER SQUADRON 1995
 PM0321'RECOVERED IN GOOD CONDITION.
 PM0321
 PM0321                          STATION RECOVERY (2002)
 PM0321
 PM0321'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0321'RECOVERED IN GOOD CONDITION.
 PM0321
 PM0321                          STATION RECOVERY (2004)
 PM0321
 PM0321'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0321'RECOVERED IN GOOD CONDITION.
 PM0321
 PM0321                          STATION RECOVERY (2005)
 PM0321
 PM0321'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0321'RECOVERED IN GOOD CONDITION.  ADD-THE STATION IS 0.1 M SOUTHEAST OF AN
 PM0321'ORANGE FIBERGLASS WITNESS POST, 6.5 M SOUTHEAST OF A WHITE PLASTIC
 PM0321'RIGHT-OF-WAY POST, 5.8 M WEST OF THE EXTENDED CENTERLINE OF APPLE
 PM0321'LANE.  NOTE  FOR STATION LOCATING PURPOSES USE THE FOLLOWING HAND HELD
 PM0321'AQUIRED LONGITUDE W87 31 37  AS THE PUBLISHED ONE WAS INCORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0322 ***********************************************************************
 PM0322  DESIGNATION -  LSC 7 B 92
 PM0322  PID         -  PM0322
 PM0322  STATE/COUNTY-  WI/KEWAUNEE
 PM0322  USGS QUAD   -  KEWAUNEE (1978)
 PM0322
 PM0322                         *CURRENT SURVEY CONTROL
 PM0322  ___________________________________________________________________
 PM0322* NAD 83(1986)-  44 25 54.     (N)    087 30 36.     (W)     SCALED    
 PM0322* NAVD 88     -       196.977  (meters)     646.25   (feet)  ADJUSTED  
 PM0322  ___________________________________________________________________
 PM0322  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 PM0322  DYNAMIC HT  -         196.954 (meters)     646.17  (feet)  COMP
 PM0322  MODELED GRAV-     980,496.1   (mgal)                       NAVD 88
 PM0322
 PM0322  VERT ORDER  -  FIRST     CLASS I
 PM0322
 PM0322.The horizontal coordinates were scaled from a topographic map and have
 PM0322.an estimated accuracy of +/- 6 seconds.
 PM0322
 PM0322.The orthometric height was determined by differential leveling
 PM0322.and adjusted by the National Geodetic Survey in June 1991..
 PM0322
 PM0322.The geoid height was determined by GEOID03.
 PM0322
 PM0322.The dynamic height is computed by dividing the NAVD 88
 PM0322.geopotential number by the normal gravity value computed on the
 PM0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0322.degrees latitude (g = 980.6199 gals.).
 PM0322
 PM0322.The modeled gravity was interpolated from observed gravity values.
 PM0322
 PM0322;                    North         East    Units  Estimated Accuracy
 PM0322;SPC WI C     -    69,530.      798,220.      MT  (+/- 180 meters Scaled)
 PM0322
 PM0322                          SUPERSEDED SURVEY CONTROL
 PM0322
 PM0322.No superseded survey control is available for this station.
 PM0322
 PM0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ594199(NAD 83)
 PM0322_MARKER: B = BOLT
 PM0322_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PM0322_SP_SET: CULVERT
 PM0322_MARK LOGO: NONE  
 PM0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0322+STABILITY: SURFACE MOTION
 PM0322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0322+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2005
 PM0322
 PM0322  HISTORY     - Date     Condition        Report By
 PM0322  HISTORY     - 1975     MONUMENTED       NOS
 PM0322  HISTORY     - 19950804 GOOD             USPSQD
 PM0322  HISTORY     - 20021024 GOOD             USPSQD
 PM0322  HISTORY     - 20040304 GOOD             USPSQD
 PM0322  HISTORY     - 20050719 GOOD             WIDT
 PM0322
 PM0322                          STATION DESCRIPTION
 PM0322
 PM0322'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0322'3.5 KM (2.20 MI) SOUTH FROM KEWAUNEE.
 PM0322'2.2 MILES SOUTH ALONG STATE HIGHWAY 42 FROM THE HIGHWAY BRIDGE OVER
 PM0322'THE KEWAUNEE RIVER IN KEWAUNEE, 0.3 MILE SOUTH OF LAKE SHORE ROAD,
 PM0322'36.0 FEET NORTHWESTERLY OF THE CENTERLINE OF THE HIGHWAY, AT THE MOST
 PM0322'NORTHERLY OF TWO CONCRETE CULVERTS, 0.3 FOOT NORTHEAST OF THE
 PM0322'SOUTHWEST FACE, BEING THE HIGHEST POINT OF THE TOP OF A 1/2-INCH
 PM0322'BRASS BOLT SET INTO THE CONCRETE.
 PM0322'THE MARK IS 6.0 FT BELOW ROAD.
 PM0322
 PM0322                          STATION RECOVERY (1995)
 PM0322
 PM0322'RECOVERY NOTE BY US POWER SQUADRON 1995
 PM0322'RECOVERED IN GOOD CONDITION.
 PM0322
 PM0322                          STATION RECOVERY (2002)
 PM0322
 PM0322'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0322'STATION IS 0.2 MILE SOUTH OF LAKESHORE ROAD, 39 FEET EAST OF UTILITY
 PM0322'POLE NO. 2325-30R3, 36.0 FEET NORTHWESTERLY OF THE CENTERLINE OF
 PM0322'HIGHWAY 42, 0.3 FOOT NORTHEAST OF THE SOUTHWEST FACE, BEING THE
 PM0322'HIGHEST POINT OF THE TOP OF A 1/2 INCH BRASS BOLT SET INTO THE
 PM0322'CONCRETE.  THE MARK IS 6 FEET BELOW ROAD LEVEL.
 PM0322
 PM0322                          STATION RECOVERY (2004)
 PM0322
 PM0322'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0322'RECOVERED IN GOOD CONDITION.
 PM0322
 PM0322                          STATION RECOVERY (2005)
 PM0322
 PM0322'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0322'RECOVERED IN GOOD CONDITION, ADD-THE STATION IS 0.2 M EAST OF AN
 PM0322'ORANGE FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0328 ***********************************************************************
 PM0328  DESIGNATION -  LSC 7 B 93
 PM0328  PID         -  PM0328
 PM0328  STATE/COUNTY-  WI/KEWAUNEE
 PM0328  USGS QUAD   -  KEWAUNEE (1978)
 PM0328
 PM0328                         *CURRENT SURVEY CONTROL
 PM0328  ___________________________________________________________________
 PM0328* NAD 83(1986)-  44 28 30.     (N)    087 30 06.     (W)     SCALED    
 PM0328* NAVD 88     -       204.676  (meters)     671.51   (feet)  ADJUSTED  
 PM0328  ___________________________________________________________________
 PM0328  GEOID HEIGHT-         -36.25  (meters)                     GEOID03
 PM0328  DYNAMIC HT  -         204.652 (meters)     671.43  (feet)  COMP
 PM0328  MODELED GRAV-     980,497.1   (mgal)                       NAVD 88
 PM0328
 PM0328  VERT ORDER  -  FIRST     CLASS I
 PM0328
 PM0328.The horizontal coordinates were scaled from a topographic map and have
 PM0328.an estimated accuracy of +/- 6 seconds.
 PM0328
 PM0328.The orthometric height was determined by differential leveling
 PM0328.and adjusted by the National Geodetic Survey in June 1991..
 PM0328
 PM0328.The geoid height was determined by GEOID03.
 PM0328
 PM0328.The dynamic height is computed by dividing the NAVD 88
 PM0328.geopotential number by the normal gravity value computed on the
 PM0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0328.degrees latitude (g = 980.6199 gals.).
 PM0328
 PM0328.The modeled gravity was interpolated from observed gravity values.
 PM0328
 PM0328;                    North         East    Units  Estimated Accuracy
 PM0328;SPC WI C     -    74,360.      798,740.      MT  (+/- 180 meters Scaled)
 PM0328
 PM0328                          SUPERSEDED SURVEY CONTROL
 PM0328
 PM0328.No superseded survey control is available for this station.
 PM0328
 PM0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ601247(NAD 83)
 PM0328_MARKER: Z = SEE DESCRIPTION
 PM0328_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PM0328_SP_SET: FOUNDATION WALL
 PM0328_MARK LOGO: NONE  
 PM0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0328+STABILITY: SURFACE MOTION
 PM0328
 PM0328  HISTORY     - Date     Condition        Report By
 PM0328  HISTORY     - 1975     MONUMENTED       NOS
 PM0328  HISTORY     - 19940719 MARK NOT FOUND   USPSQD
 PM0328  HISTORY     - 20021104 MARK NOT FOUND   USPSQD
 PM0328  HISTORY     - 20040303 MARK NOT FOUND   USPSQD
 PM0328  HISTORY     - 20050719 MARK NOT FOUND   WIDT
 PM0328
 PM0328                          STATION DESCRIPTION
 PM0328
 PM0328'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0328'IN KEWAUNEE.
 PM0328'IN KEWAUNEE, 1.0 MILE NORTH ALONG STATE HIGHWAY 42 FROM THE CENTER OF
 PM0328'THE BRIDGE OVER THE KEWAUNEE RIVER, ABOUT 1000.0 FEET NORTH OF STATE
 PM0328'HIGHWAY 29, ABOUT 500.0 FEET EAST OF STATE HIGHWAY 42, 1.05 FEET
 PM0328'NORTH OF THE SOUTHWEST CORNER, ON THE WEST WALL OF THE WISCONSIN
 PM0328'PUBLIC SERVICE CORP. BUILDING, BEING A HORIZONTAL LINE IN THE END OF
 PM0328'A 1/2-INCH DIAMETER BRASS PIN SET HORIZONTALLY INTO THE BRICK.
 PM0328'THE MARK IS 4.0 FT ABOVE GROUND.
 PM0328
 PM0328                          STATION RECOVERY (1994)
 PM0328
 PM0328'RECOVERY NOTE BY US POWER SQUADRON 1994
 PM0328'MARK NOT FOUND.
 PM0328
 PM0328                          STATION RECOVERY (2002)
 PM0328
 PM0328'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0328'THE STATION WAS NOT RECOVERED.  A NEW ADDITION WEST FROM THE WEST SIDE
 PM0328'OF THE WISCONSIN PUBLIC SERVICE BUILDING HAS COVERED THE STATION.
 PM0328
 PM0328                          STATION RECOVERY (2004)
 PM0328
 PM0328'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0328'MARK NOT FOUND.
 PM0328
 PM0328                          STATION RECOVERY (2005)
 PM0328
 PM0328'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0328'NOT FOUND.  ADD--A NEW ADDITION TO THE WEST SIDE OF THE WISCONSIN
 PM0328'PUBLIC SERVICE BUILDING HAS COVERED THE DESCRIBED LOCATION OF THE
 PM0328'STATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0332 ***********************************************************************
 PM0332  DESIGNATION -  LSC 7 B 94
 PM0332  PID         -  PM0332
 PM0332  STATE/COUNTY-  WI/KEWAUNEE
 PM0332  USGS QUAD   -  CASCO (1978)
 PM0332
 PM0332                         *CURRENT SURVEY CONTROL
 PM0332  ___________________________________________________________________
 PM0332* NAD 83(1986)-  44 31 54.     (N)    087 30 06.     (W)     SCALED    
 PM0332* NAVD 88     -       217.110  (meters)     712.30   (feet)  ADJUSTED  
 PM0332  ___________________________________________________________________
 PM0332  GEOID HEIGHT-         -36.30  (meters)                     GEOID03
 PM0332  DYNAMIC HT  -         217.085 (meters)     712.22  (feet)  COMP
 PM0332  MODELED GRAV-     980,495.5   (mgal)                       NAVD 88
 PM0332
 PM0332  VERT ORDER  -  FIRST     CLASS I
 PM0332
 PM0332.The horizontal coordinates were scaled from a topographic map and have
 PM0332.an estimated accuracy of +/- 6 seconds.
 PM0332
 PM0332.The orthometric height was determined by differential leveling
 PM0332.and adjusted by the National Geodetic Survey in June 1991..
 PM0332
 PM0332.The geoid height was determined by GEOID03.
 PM0332
 PM0332.The dynamic height is computed by dividing the NAVD 88
 PM0332.geopotential number by the normal gravity value computed on the
 PM0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0332.degrees latitude (g = 980.6199 gals.).
 PM0332
 PM0332.The modeled gravity was interpolated from observed gravity values.
 PM0332
 PM0332;                    North         East    Units  Estimated Accuracy
 PM0332;SPC WI C     -    80,650.      798,540.      MT  (+/- 180 meters Scaled)
 PM0332
 PM0332                          SUPERSEDED SURVEY CONTROL
 PM0332
 PM0332.No superseded survey control is available for this station.
 PM0332
 PM0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ601310(NAD 83)
 PM0332_MARKER: I = METAL ROD
 PM0332_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PM0332+WITH SETTING: INFORMATION.
 PM0332_SP_SET: SHALLOW-SET METAL ROD
 PM0332_MARK LOGO: NONE  
 PM0332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PM0332
 PM0332  HISTORY     - Date     Condition        Report By
 PM0332  HISTORY     - 1975     MONUMENTED       NOS
 PM0332  HISTORY     - 19940719 POOR             USPSQD
 PM0332  HISTORY     - 20030525 MARK NOT FOUND   USPSQD
 PM0332
 PM0332                          STATION DESCRIPTION
 PM0332
 PM0332'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0332'8.0 KM (4.95 MI) NORTH FROM KEWAUNEE.
 PM0332'4.95 MILES NORTH ALONG STATE HIGHWAY 42 FROM THE CENTER OF THE BRIDGE
 PM0332'OVER THE KEWAUNEE RIVER IN KEWAUNEE, 0.5 MILE SOUTH OF COUNTY ROAD D,
 PM0332'39.0 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 3.3 FEET SOUTH OF
 PM0332'UTILITY POLE NUMBER 245-20L7, 3.0 FEET WEST OF A FENCE, 0.5 FT BELOW
 PM0332'THE GROUND, ENCASED IN A CONCRETE PROTECTOR WITH A COVER, BEING THE
 PM0332'HIGHEST POINT OF A 5/8-INCH COPPER-COATED STEEL ROD, 10 FEET LONG.
 PM0332'THE MARK IS 1.5 FT ABOVE ROAD.
 PM0332
 PM0332                          STATION RECOVERY (1994)
 PM0332
 PM0332'RECOVERY NOTE BY US POWER SQUADRON 1994
 PM0332'MARK RECOVERED IN POOR CONDITION.
 PM0332
 PM0332                          STATION RECOVERY (2003)
 PM0332
 PM0332'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0332'NOT FOUND.  THERE IS A ROD EXPOSED BUT IT IS BENT OVER HORIZONTAL TO
 PM0332'THE GROUND WITH NO EVIDENCE OF A CONCRETE PROTECTOR.  THE NUMBER OF
 PM0332'THE UTILITY POLE IS 245-20L7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0333 ***********************************************************************
 PM0333  DESIGNATION -  LSC 7 B 95
 PM0333  PID         -  PM0333
 PM0333  STATE/COUNTY-  WI/KEWAUNEE
 PM0333  USGS QUAD   -  ALGOMA (1982)
 PM0333
 PM0333                         *CURRENT SURVEY CONTROL
 PM0333  ___________________________________________________________________
 PM0333* NAD 83(1986)-  44 32 42.     (N)    087 29 36.     (W)     SCALED    
 PM0333* NAVD 88     -       213.337  (meters)     699.92   (feet)  ADJUSTED  
 PM0333  ___________________________________________________________________
 PM0333  GEOID HEIGHT-         -36.31  (meters)                     GEOID03
 PM0333  DYNAMIC HT  -         213.312 (meters)     699.84  (feet)  COMP
 PM0333  MODELED GRAV-     980,496.3   (mgal)                       NAVD 88
 PM0333
 PM0333  VERT ORDER  -  FIRST     CLASS I
 PM0333
 PM0333.The horizontal coordinates were scaled from a topographic map and have
 PM0333.an estimated accuracy of +/- 6 seconds.
 PM0333
 PM0333.The orthometric height was determined by differential leveling
 PM0333.and adjusted by the National Geodetic Survey in June 1991..
 PM0333
 PM0333.The geoid height was determined by GEOID03.
 PM0333
 PM0333.The dynamic height is computed by dividing the NAVD 88
 PM0333.geopotential number by the normal gravity value computed on the
 PM0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0333.degrees latitude (g = 980.6199 gals.).
 PM0333
 PM0333.The modeled gravity was interpolated from observed gravity values.
 PM0333
 PM0333;                    North         East    Units  Estimated Accuracy
 PM0333;SPC WI C     -    82,150.      799,160.      MT  (+/- 180 meters Scaled)
 PM0333
 PM0333                          SUPERSEDED SURVEY CONTROL
 PM0333
 PM0333.No superseded survey control is available for this station.
 PM0333
 PM0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ608325(NAD 83)
 PM0333_MARKER: DD = SURVEY DISK
 PM0333_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PM0333_SP_SET: FOUNDATION WALL
 PM0333_STAMPING: LSC 7 B 95
 PM0333_MARK LOGO: NOS   
 PM0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0333+STABILITY: SURFACE MOTION
 PM0333
 PM0333  HISTORY     - Date     Condition        Report By
 PM0333  HISTORY     - 1975     MONUMENTED       NOS
 PM0333  HISTORY     - 19940719 GOOD             USPSQD
 PM0333  HISTORY     - 20030525 MARK NOT FOUND   USPSQD
 PM0333  HISTORY     - 20050720 MARK NOT FOUND   WIDT
 PM0333
 PM0333                          STATION DESCRIPTION
 PM0333
 PM0333'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0333'9.3 KM (5.80 MI) SOUTH FROM ALGOMA.
 PM0333'5.8 MILES SOUTH ALONG STATE HIGHWAY 42 FROM THE CENTER OF THE BRIDGE
 PM0333'OVER THE AHNAPEE RIVER IN ALGOMA, 0.5 MILE EAST ALONG STATE HIGHWAY
 PM0333'42 FROM COUNTY ROAD D, ON THE SOUTH SIDE OF THE HIGHWAY, ON THE EAST
 PM0333'FACE OF THE ALASKAN MOTOR INN, 82.5 FEET SOUTH OF THE CENTERLINE OF
 PM0333'THE HIGHWAY, 0.7 FT SOUTH OF THE NORTHEAST CORNER OF THE BUILDING,
 PM0333'BEING A HORIZONTAL LINE OF A CROSS AT THE CENTER OF A BRONZE DISK SET
 PM0333'INTO THE BRICK WALL.
 PM0333'THE MARK IS 6.0 FT ABOVE ROAD.
 PM0333
 PM0333                          STATION RECOVERY (1994)
 PM0333
 PM0333'RECOVERY NOTE BY US POWER SQUADRON 1994
 PM0333'RECOVERED IN GOOD CONDITION.
 PM0333
 PM0333                          STATION RECOVERY (2003)
 PM0333
 PM0333'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0333'NOT FOUND.  ADDITIONS HAVE BEEN ADDED TO THE BRICK BUILDING TO THE
 PM0333'NORTH, EAST AND SOUTH COVERING ALL SURFACES.
 PM0333
 PM0333                          STATION RECOVERY (2005)
 PM0333
 PM0333'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0333'NOT FOUND.  ADD--ADDITIONS TO THE ALASKAN MOTOR INN HAVE COVERED THE
 PM0333'EAST FACE OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0334 ***********************************************************************
 PM0334  DESIGNATION -  LSC 7 B 96
 PM0334  PID         -  PM0334
 PM0334  STATE/COUNTY-  WI/KEWAUNEE
 PM0334  USGS QUAD   -  ALGOMA (1982)
 PM0334
 PM0334                         *CURRENT SURVEY CONTROL
 PM0334  ___________________________________________________________________
 PM0334* NAD 83(1986)-  44 32 54.     (N)    087 28 30.     (W)     SCALED    
 PM0334* NAVD 88     -       199.642  (meters)     654.99   (feet)  ADJUSTED  
 PM0334  ___________________________________________________________________
 PM0334  GEOID HEIGHT-         -36.33  (meters)                     GEOID03
 PM0334  DYNAMIC HT  -         199.619 (meters)     654.92  (feet)  COMP
 PM0334  MODELED GRAV-     980,497.6   (mgal)                       NAVD 88
 PM0334
 PM0334  VERT ORDER  -  FIRST     CLASS I
 PM0334
 PM0334.The horizontal coordinates were scaled from a topographic map and have
 PM0334.an estimated accuracy of +/- 6 seconds.
 PM0334
 PM0334.The orthometric height was determined by differential leveling
 PM0334.and adjusted by the National Geodetic Survey in June 1991..
 PM0334
 PM0334.The geoid height was determined by GEOID03.
 PM0334
 PM0334.The dynamic height is computed by dividing the NAVD 88
 PM0334.geopotential number by the normal gravity value computed on the
 PM0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0334.degrees latitude (g = 980.6199 gals.).
 PM0334
 PM0334.The modeled gravity was interpolated from observed gravity values.
 PM0334
 PM0334;                    North         East    Units  Estimated Accuracy
 PM0334;SPC WI C     -    82,570.      800,610.      MT  (+/- 180 meters Scaled)
 PM0334
 PM0334                          SUPERSEDED SURVEY CONTROL
 PM0334
 PM0334.No superseded survey control is available for this station.
 PM0334
 PM0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ622328(NAD 83)
 PM0334_MARKER: I = METAL ROD
 PM0334_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PM0334+WITH SETTING: INFORMATION.
 PM0334_SP_SET: SHALLOW-SET METAL ROD
 PM0334_MARK LOGO: NONE  
 PM0334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PM0334
 PM0334  HISTORY     - Date     Condition        Report By
 PM0334  HISTORY     - 1975     MONUMENTED       NOS
 PM0334  HISTORY     - 19940719 MARK NOT FOUND   USPSQD
 PM0334  HISTORY     - 20030525 MARK NOT FOUND   USPSQD
 PM0334
 PM0334                          STATION DESCRIPTION
 PM0334
 PM0334'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0334'7.9 KM (4.90 MI) SOUTH FROM ALGOMA.
 PM0334'4.9 MILES SOUTH ALONG STATE HIGHWAY 42 FROM THE CENTER OF THE BRIDGE
 PM0334'OVER THE AHNAPEE RIVER IN ALGOMA, 1.4 MILES NORTH OF THE INTERSECTION
 PM0334'OF COUNTY ROAD D, ABOUT 600.0 FEET SOUTHEAST OF A LARGE BARN ON THE
 PM0334'NORTH SIDE OF THE HIGHWAY, NEAR THE EDGE OF A WOODS, 32.0 FEET SOUTH
 PM0334'OF THE CENTERLINE OF THE HIGHWAY, 2.0 FEET SOUTHWEST OF UTILITY POLE
 PM0334'NUMBER 2425-16L10, 0.6 FT BELOW THE GROUND, ENCASED IN A CONCRETE
 PM0334'PROTECTOR WITH A COVER, BEING THE HIGHEST POINT OF A 5/8-INCH
 PM0334'DIAMETER COPPER-COATED STEEL ROD, 10.0 FEET LONG.
 PM0334'THE MARK IS 2.0 FT BELOW ROAD.
 PM0334
 PM0334                          STATION RECOVERY (1994)
 PM0334
 PM0334'RECOVERY NOTE BY US POWER SQUADRON 1994
 PM0334'MARK NOT FOUND.
 PM0334
 PM0334                          STATION RECOVERY (2003)
 PM0334
 PM0334'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0334'NOT FOUND WITH PROBING, DIGGING AND A METAL DETECTOR.  THE UTILITY
 PM0334'POLE HAS 1 GUY WIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0335 ***********************************************************************
 PM0335  DESIGNATION -  LSC 7 B 97
 PM0335  PID         -  PM0335
 PM0335  STATE/COUNTY-  WI/KEWAUNEE
 PM0335  USGS QUAD   -  ALGOMA (1982)
 PM0335
 PM0335                         *CURRENT SURVEY CONTROL
 PM0335  ___________________________________________________________________
 PM0335* NAD 83(1986)-  44 33 36.     (N)    087 27 48.     (W)     SCALED    
 PM0335* NAVD 88     -       185.488  (meters)     608.56   (feet)  ADJUSTED  
 PM0335  ___________________________________________________________________
 PM0335  GEOID HEIGHT-         -36.34  (meters)                     GEOID03
 PM0335  DYNAMIC HT  -         185.467 (meters)     608.49  (feet)  COMP
 PM0335  MODELED GRAV-     980,498.2   (mgal)                       NAVD 88
 PM0335
 PM0335  VERT ORDER  -  FIRST     CLASS I
 PM0335
 PM0335.The horizontal coordinates were scaled from a topographic map and have
 PM0335.an estimated accuracy of +/- 6 seconds.
 PM0335
 PM0335.The orthometric height was determined by differential leveling
 PM0335.and adjusted by the National Geodetic Survey in June 1991..
 PM0335
 PM0335.The geoid height was determined by GEOID03.
 PM0335
 PM0335.The dynamic height is computed by dividing the NAVD 88
 PM0335.geopotential number by the normal gravity value computed on the
 PM0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0335.degrees latitude (g = 980.6199 gals.).
 PM0335
 PM0335.The modeled gravity was interpolated from observed gravity values.
 PM0335
 PM0335;                    North         East    Units  Estimated Accuracy
 PM0335;SPC WI C     -    83,890.      801,490.      MT  (+/- 180 meters Scaled)
 PM0335
 PM0335                          SUPERSEDED SURVEY CONTROL
 PM0335
 PM0335.No superseded survey control is available for this station.
 PM0335
 PM0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ632341(NAD 83)
 PM0335_MARKER: B = BOLT
 PM0335_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PM0335_SP_SET: CULVERT
 PM0335_MARK LOGO: NONE  
 PM0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0335+STABILITY: SURFACE MOTION
 PM0335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0335+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2005
 PM0335
 PM0335  HISTORY     - Date     Condition        Report By
 PM0335  HISTORY     - 1975     MONUMENTED       NOS
 PM0335  HISTORY     - 19940719 GOOD             USPSQD
 PM0335  HISTORY     - 20021104 GOOD             USPSQD
 PM0335  HISTORY     - 20040304 GOOD             USPSQD
 PM0335  HISTORY     - 20050719 GOOD             WIDT
 PM0335
 PM0335                          STATION DESCRIPTION
 PM0335
 PM0335'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0335'6.3 KM (3.90 MI) SOUTH FROM ALGOMA.
 PM0335'3.9 MILES SOUTH ALONG STATE HIGHWAY 42 FROM THE CENTER OF THE BRIDGE
 PM0335'OVER THE AHNAPEE RIVER IN ALGOMA, ABOUT 180.0 FEET NORTH OF EIGHTH
 PM0335'ROAD, 77.0 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 10.0 FEET
 PM0335'BELOW THE SURFACE, ON A CONCRETE CULVERT ON PRIVATE LANDS, 0.75 FT
 PM0335'EAST OF THE WEST FACE AND 0.3 FT SOUTH OF THE NORTH FACE OF THE SOUTH
 PM0335'WINGWALL, BEING THE HIGHEST POINT OF A 1/2-INCH DIAMETER BOLT, SET
 PM0335'INTO THE CONCRETE.
 PM0335
 PM0335                          STATION RECOVERY (1994)
 PM0335
 PM0335'RECOVERY NOTE BY US POWER SQUADRON 1994
 PM0335'RECOVERED IN GOOD CONDITION.
 PM0335
 PM0335                          STATION RECOVERY (2002)
 PM0335
 PM0335'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0335'THE STATION WAS RECOVERED.  IN ADDITION TO THE 1975 DESCRIPTION, THE
 PM0335'STATION IS 31 FEET NORTH-NORTHWEST OF UTILITY POLE NO. 2425 9R10.
 PM0335
 PM0335                          STATION RECOVERY (2004)
 PM0335
 PM0335'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0335'RECOVERED IN GOOD CONDITION.
 PM0335
 PM0335                          STATION RECOVERY (2005)
 PM0335
 PM0335'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0335'RECOVERED IN GOOD CONDITION, ADD-THE STATION IS 0.2 M NORTHWEST OF AN
 PM0335'ORANGE FIBERGLASS WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0336 ***********************************************************************
 PM0336  DESIGNATION -  LSC 7 B 98
 PM0336  PID         -  PM0336
 PM0336  STATE/COUNTY-  WI/KEWAUNEE
 PM0336  USGS QUAD   -  ALGOMA (1982)
 PM0336
 PM0336                         *CURRENT SURVEY CONTROL
 PM0336  ___________________________________________________________________
 PM0336* NAD 83(1986)-  44 34 24.     (N)    087 27 18.     (W)     SCALED    
 PM0336* NAVD 88     -       184.200  (meters)     604.33   (feet)  ADJUSTED  
 PM0336  ___________________________________________________________________
 PM0336  GEOID HEIGHT-         -36.36  (meters)                     GEOID03
 PM0336  DYNAMIC HT  -         184.179 (meters)     604.26  (feet)  COMP
 PM0336  MODELED GRAV-     980,498.5   (mgal)                       NAVD 88
 PM0336
 PM0336  VERT ORDER  -  FIRST     CLASS I
 PM0336
 PM0336.The horizontal coordinates were scaled from a topographic map and have
 PM0336.an estimated accuracy of +/- 6 seconds.
 PM0336
 PM0336.The orthometric height was determined by differential leveling
 PM0336.and adjusted by the National Geodetic Survey in June 1991..
 PM0336
 PM0336.The geoid height was determined by GEOID03.
 PM0336
 PM0336.The dynamic height is computed by dividing the NAVD 88
 PM0336.geopotential number by the normal gravity value computed on the
 PM0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0336.degrees latitude (g = 980.6199 gals.).
 PM0336
 PM0336.The modeled gravity was interpolated from observed gravity values.
 PM0336
 PM0336;                    North         East    Units  Estimated Accuracy
 PM0336;SPC WI C     -    85,400.      802,110.      MT  (+/- 180 meters Scaled)
 PM0336
 PM0336                          SUPERSEDED SURVEY CONTROL
 PM0336
 PM0336.No superseded survey control is available for this station.
 PM0336
 PM0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ638356(NAD 83)
 PM0336_MARKER: I = METAL ROD
 PM0336_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PM0336_SP_SET: COPPER-CLAD STEEL ROD
 PM0336_MARK LOGO: NONE  
 PM0336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0336
 PM0336  HISTORY     - Date     Condition        Report By
 PM0336  HISTORY     - 1975     MONUMENTED       NOS
 PM0336  HISTORY     - 19940719 MARK NOT FOUND   USPSQD
 PM0336  HISTORY     - 20030525 MARK NOT FOUND   USPSQD
 PM0336  HISTORY     - 20050720 POOR             WIDT
 PM0336
 PM0336                          STATION DESCRIPTION
 PM0336
 PM0336'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0336'4.5 KM (2.80 MI) SOUTH FROM ALGOMA.
 PM0336'2.8 MI SOUTH ALONG STATE HIGHWAY 42 FROM THE CENTER OF THE BRIDGE
 PM0336'OVER AHNAPEE RIVER IN ALGOMA, 59.4 FEET SOUTH OF THE CENTERLINE OF
 PM0336'TENTH STREET, 51.4 FEET SOUTHEAST OF UTILITY POLE NUMBER 2425-10W6,
 PM0336'48.4 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 3.0 FEET WEST
 PM0336'NORTHEASTERLY OF A BELL SYSTEM LINE SPLICING RISER, 1.8 FEET
 PM0336'NORTHWESTERLY OF UTILITY POLE NUMBER 2425-10W7, 9 INCHES BELOW THE
 PM0336'GROUND, ENCASED IN A CONCRETE PROTECTOR WITH A COVER, BEING THE
 PM0336'HIGHEST POINT OF A 5/8-INCH DIAMETER COPPER-COATED STEEL ROD, 20 FEET
 PM0336'LONG.
 PM0336'THE MARK IS 2.0 FT BELOW ROAD.
 PM0336
 PM0336                          STATION RECOVERY (1994)
 PM0336
 PM0336'RECOVERY NOTE BY US POWER SQUADRON 1994
 PM0336'MARK NOT FOUND.
 PM0336
 PM0336                          STATION RECOVERY (2003)
 PM0336
 PM0336'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0336'NOT FOUND WITH PROBING AND A METAL DETECTOR.  THE AREA HAS BEEN
 PM0336'RE-LANDSCAPED SO IT MAY BE DEEPER THAN DESCRIBED.  THE GREEN FIBER
 PM0336'OPTIC CABLE BOX IS NUMBERED L400-36.
 PM0336
 PM0336                          STATION RECOVERY (2005)
 PM0336
 PM0336'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0336'RECOVERED IN POOR CONDITION.  ADD - THE STATION IS 0.9 M NORTHEAST OF
 PM0336'A BELL SYSTEM LINE SPLICING RISER AND NOT WEST-NORTHEASTERLY AS
 PM0336'PREVIOUSLY DESCRIBED, 0.8 M NORTH OF A YELLOW STEEL RIGHT-OF-WAY POST,
 PM0336'0.7 M NORTHWEST OF A FIRE NUMBER --N6893-- SIGN POST, 0.2 M BELOW THE
 PM0336'SURFACE OF THE GROUND, 0.3 M SOUTHEAST OF AN ORANGE FIBERGLASS WITNESS
 PM0336'POST
 PM0336'--NOTE1-- CONCRETE CASING COVER HAS BEEN BROKEN OFF, BUT ROD IS IN
 PM0336'STABLE CONDITION. --NOTE2 THE STATION IS NORTHWEST OF THE CENTERLINE
 PM0336'OF STATE HIGHWAY 42 AND NOT SOUTHWEST AS PREVIOUSLY DESCRIBED.
 PM0336'NOTE3--WPSC IS IN THE PROCESS OF MOVING POWER POLES IN THIS AREA, AND
 PM0336'REFERENCE DISTANCE AND DIRECTION TO THE POWER POLES MAY CHANGE IN THE
 PM0336'NEXT COUPLE OF MONTHS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0337 ***********************************************************************
 PM0337  DESIGNATION -  LSC 7 B 99
 PM0337  PID         -  PM0337
 PM0337  STATE/COUNTY-  WI/KEWAUNEE
 PM0337  USGS QUAD   -  ALGOMA (1982)
 PM0337
 PM0337                         *CURRENT SURVEY CONTROL
 PM0337  ___________________________________________________________________
 PM0337* NAD 83(1986)-  44 35 18.     (N)    087 26 54.     (W)     SCALED    
 PM0337* NAVD 88     -       187.796  (meters)     616.13   (feet)  ADJUSTED  
 PM0337  ___________________________________________________________________
 PM0337  GEOID HEIGHT-         -36.38  (meters)                     GEOID03
 PM0337  DYNAMIC HT  -         187.775 (meters)     616.06  (feet)  COMP
 PM0337  MODELED GRAV-     980,498.7   (mgal)                       NAVD 88
 PM0337
 PM0337  VERT ORDER  -  FIRST     CLASS I
 PM0337
 PM0337.The horizontal coordinates were scaled from a topographic map and have
 PM0337.an estimated accuracy of +/- 6 seconds.
 PM0337
 PM0337.The orthometric height was determined by differential leveling
 PM0337.and adjusted by the National Geodetic Survey in June 1991..
 PM0337
 PM0337.The geoid height was determined by GEOID03.
 PM0337
 PM0337.The dynamic height is computed by dividing the NAVD 88
 PM0337.geopotential number by the normal gravity value computed on the
 PM0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0337.degrees latitude (g = 980.6199 gals.).
 PM0337
 PM0337.The modeled gravity was interpolated from observed gravity values.
 PM0337
 PM0337;                    North         East    Units  Estimated Accuracy
 PM0337;SPC WI C     -    87,080.      802,580.      MT  (+/- 180 meters Scaled)
 PM0337
 PM0337                          SUPERSEDED SURVEY CONTROL
 PM0337
 PM0337.No superseded survey control is available for this station.
 PM0337
 PM0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ644373(NAD 83)
 PM0337_MARKER: I = METAL ROD
 PM0337_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PM0337+WITH SETTING: INFORMATION.
 PM0337_SP_SET: SHALLOW-SET METAL ROD
 PM0337_MARK LOGO: NONE  
 PM0337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PM0337
 PM0337  HISTORY     - Date     Condition        Report By
 PM0337  HISTORY     - 1975     MONUMENTED       NOS
 PM0337  HISTORY     - 19940719 MARK NOT FOUND   USPSQD
 PM0337  HISTORY     - 20030525 MARK NOT FOUND   USPSQD
 PM0337
 PM0337                          STATION DESCRIPTION
 PM0337
 PM0337'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 PM0337'2.9 KM (1.80 MI) SOUTH FROM ALGOMA.
 PM0337'1.8 MILES SOUTH ALONG STATE HIGHWAY 42 FROM THE CENTER OF THE BRIDGE
 PM0337'OVER THE AHNAPEE RIVER IN ALGOMA, 76.4 FEET EASTERLY OF A 12-INCH
 PM0337'MAPLE TREE, 57.0 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD K, 48.1
 PM0337'FEET WESTERLY OF THE CENTERLINE OF THE HIGHWAY, 30.4 FEET NORTH OF A
 PM0337'12-INCH PINE TREE, 11.9 FEET NORTHERLY OF UTILITY POLE NUMBER 116-18,
 PM0337'1.0 FT BELOW THE GROUND, ENCASED IN A CONCRETE PROTECTOR WITH A
 PM0337'COVER, BEING THE HIGHEST POINT OF A 5/8-INCH DIAMETER COPPER-COATED
 PM0337'STEEL ROD, 10 FEET LONG.
 PM0337'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 PM0337
 PM0337                          STATION RECOVERY (1994)
 PM0337
 PM0337'RECOVERY NOTE BY US POWER SQUADRON 1994
 PM0337'MARK NOT FOUND.
 PM0337
 PM0337                          STATION RECOVERY (2003)
 PM0337
 PM0337'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0337'NOT FOUND WITH PROBING AND A METAL DETECTOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0269 ***********************************************************************
 OL0269  DESIGNATION -  LSC CULVERT
 OL0269  PID         -  OL0269
 OL0269  STATE/COUNTY-  WI/SHEBOYGAN
 OL0269  USGS QUAD   -  PLYMOUTH SOUTH (1974)
 OL0269
 OL0269                         *CURRENT SURVEY CONTROL
 OL0269  ___________________________________________________________________
 OL0269* NAD 83(1986)-  43 44 48.     (N)    087 54 42.     (W)     SCALED    
 OL0269* NAVD 88     -       234.146  (meters)     768.19   (feet)  ADJUSTED  
 OL0269  ___________________________________________________________________
 OL0269  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 OL0269  DYNAMIC HT  -         234.099 (meters)     768.04  (feet)  COMP
 OL0269  MODELED GRAV-     980,411.1   (mgal)                       NAVD 88
 OL0269
 OL0269  VERT ORDER  -  FIRST     CLASS 0
 OL0269
 OL0269.The horizontal coordinates were scaled from a topographic map and have
 OL0269.an estimated accuracy of +/- 6 seconds.
 OL0269
 OL0269.The orthometric height was determined by differential leveling
 OL0269.and adjusted by the National Geodetic Survey in June 1991..
 OL0269
 OL0269.The geoid height was determined by GEOID03.
 OL0269
 OL0269.The dynamic height is computed by dividing the NAVD 88
 OL0269.geopotential number by the normal gravity value computed on the
 OL0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0269.degrees latitude (g = 980.6199 gals.).
 OL0269
 OL0269.The modeled gravity was interpolated from observed gravity values.
 OL0269
 OL0269;                    North         East    Units  Estimated Accuracy
 OL0269;SPC WI S     -   196,150.      768,180.      MT  (+/- 180 meters Scaled)
 OL0269
 OL0269                          SUPERSEDED SURVEY CONTROL
 OL0269
 OL0269  NGVD 29 (??/??/92)  234.129  (m)          768.14   (f) ADJ UNCH    1 0
 OL0269
 OL0269.Superseded values are not recommended for survey control.
 OL0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0269.See file dsdata.txt to determine how the superseded data were derived.
 OL0269
 OL0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP265441(NAD 83)
 OL0269_MARKER: I = METAL ROD
 OL0269_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OL0269_SP_SET: CULVERT
 OL0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0269+STABILITY: SURFACE MOTION
 OL0269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0269+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2006
 OL0269
 OL0269  HISTORY     - Date     Condition        Report By
 OL0269  HISTORY     - 1974     MONUMENTED       NOS
 OL0269  HISTORY     - 20021108 GOOD             USPSQD
 OL0269  HISTORY     - 20060507 GOOD             USPSQD
 OL0269
 OL0269                          STATION DESCRIPTION
 OL0269
 OL0269'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 OL0269'4.3 MI EAST FROM PLYMOUTH.
 OL0269'IN SHEBOYGAN COUNTY, 4.3 MILES EAST ALONG WISCONSIN HIGHWAY 23, FROM
 OL0269'THE WESTERN CITY LIMITS OF PLYMOUTH ON SOUTH SIDE OF WISCONSIN
 OL0269'HIGHWAY 23 AT WESTERN END OF A LARGE CONCRETE CULVER, 23 FT. SOUTH OF
 OL0269'THE CULVERT, 0.5 FT. SOUTH OF SOUTH EDGE OF THE CULVERT, ABOUT 1 FT.
 OL0269'BELOW ROAD GRADE, A 1/2 INCH DIAMETER BRASS ROD SET INTO THE
 OL0269'CONCRETE.
 OL0269
 OL0269                          STATION RECOVERY (2002)
 OL0269
 OL0269'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OL0269'RECOVERED IN GOOD CONDITION.  A NEW LIMITED ACCESS 4-LANE HIGHWAY 23
 OL0269'WAS BUILT IN APPROX. 1985.  IT IS ROUGHLY PARALLEL TO AND NORTH OF OLD
 OL0269'HIGHWAY 23.  OLD HIGHWAY 23 IS NOW LABELED COUNTY HIGHWAY C.
 OL0269
 OL0269                          STATION RECOVERY (2006)
 OL0269
 OL0269'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRB)
 OL0269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0652 ***********************************************************************
 PN0652  DESIGNATION -  LSC LOWER
 PN0652  PID         -  PN0652
 PN0652  STATE/COUNTY-  WI/OUTAGAMIE
 PN0652  USGS QUAD   -  KAUKAUNA (1992)
 PN0652
 PN0652                         *CURRENT SURVEY CONTROL
 PN0652  ___________________________________________________________________
 PN0652* NAD 83(1986)-  44 16 36.     (N)    088 17 36.     (W)     SCALED    
 PN0652* NAVD 88     -       200.774  (meters)     658.71   (feet)  ADJUSTED  
 PN0652  ___________________________________________________________________
 PN0652  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 PN0652  DYNAMIC HT  -         200.742 (meters)     658.60  (feet)  COMP
 PN0652  MODELED GRAV-     980,453.7   (mgal)                       NAVD 88
 PN0652
 PN0652  VERT ORDER  -  FIRST     CLASS 0
 PN0652
 PN0652.The horizontal coordinates were scaled from a topographic map and have
 PN0652.an estimated accuracy of +/- 6 seconds.
 PN0652
 PN0652.The orthometric height was determined by differential leveling
 PN0652.and adjusted by the National Geodetic Survey in June 1991..
 PN0652
 PN0652.The geoid height was determined by GEOID03.
 PN0652
 PN0652.The dynamic height is computed by dividing the NAVD 88
 PN0652.geopotential number by the normal gravity value computed on the
 PN0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0652.degrees latitude (g = 980.6199 gals.).
 PN0652
 PN0652.The modeled gravity was interpolated from observed gravity values.
 PN0652
 PN0652;                    North         East    Units  Estimated Accuracy
 PN0652;SPC WI C     -    50,690.      736,240.      MT  (+/- 180 meters Scaled)
 PN0652
 PN0652                          SUPERSEDED SURVEY CONTROL
 PN0652
 PN0652.No superseded survey control is available for this station.
 PN0652
 PN0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ967034(NAD 83)
 PN0652_MARKER: DB = BENCH MARK DISK
 PN0652_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PN0652_SP_SET: CONCRETE
 PN0652_STAMPING: LOWER 1974
 PN0652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PN0652
 PN0652  HISTORY     - Date     Condition        Report By
 PN0652  HISTORY     - 1974     MONUMENTED       NOS
 PN0652  HISTORY     - 1990     GOOD             USPSQD
 PN0652  HISTORY     - 19991106 MARK NOT FOUND   USPSQD
 PN0652
 PN0652                          STATION DESCRIPTION
 PN0652
 PN0652'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0652'IN LITTLE CHUTE.
 PN0652'IN LITTLE CHUTE, AT LITTLE CHUTE COMBINED LOCKS, 0.67 MILE SOUTH ALONG
 PN0652'SANATORIUM ROAD FROM THE T INTERSECTION OF SANATORIUM ROAD WITH
 PN0652'WISCONSIN HIGHWAY 96, ON THE NORTH AND DOWNRIVER SIDE OF THE LOWER
 PN0652'LOCK, 18.4 FT. NORTHEASTERLY OF SOUTHEAST CORNER OF SEAWALL ABUTMENT
 PN0652'EAST OF LOWER GATE, 8.3 FT. SOUTHWESTERLY FROM NORTHEAST END OF LOCK
 PN0652'WALKWAY, 4.9 FT. NORTHWESTERLY FROM WATERS EDGE, AND SET INTO THE
 PN0652'CONCRETE.
 PN0652
 PN0652                          STATION RECOVERY (1990)
 PN0652
 PN0652'RECOVERY NOTE BY US POWER SQUADRON 1990 (JH)
 PN0652'RECOVERED IN GOOD CONDITION.
 PN0652
 PN0652                          STATION RECOVERY (1999)
 PN0652
 PN0652'RECOVERY NOTE BY US POWER SQUADRON 1999
 PN0652'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0664 ***********************************************************************
 PN0664  DESIGNATION -  LSC PAPER
 PN0664  PID         -  PN0664
 PN0664  STATE/COUNTY-  WI/OUTAGAMIE
 PN0664  USGS QUAD   -  APPLETON (1992)
 PN0664
 PN0664                         *CURRENT SURVEY CONTROL
 PN0664  ___________________________________________________________________
 PN0664* NAD 83(1986)-  44 15 38.     (N)    088 23 13.     (W)     SCALED    
 PN0664* NAVD 88     -       217.985  (meters)     715.17   (feet)  ADJUSTED  
 PN0664  ___________________________________________________________________
 PN0664  GEOID HEIGHT-         -36.25  (meters)                     GEOID03
 PN0664  DYNAMIC HT  -         217.949 (meters)     715.05  (feet)  COMP
 PN0664  MODELED GRAV-     980,447.2   (mgal)                       NAVD 88
 PN0664
 PN0664  VERT ORDER  -  FIRST     CLASS 0
 PN0664
 PN0664.The horizontal coordinates were scaled from a topographic map and have
 PN0664.an estimated accuracy of +/- 6 seconds.
 PN0664
 PN0664.The orthometric height was determined by differential leveling
 PN0664.and adjusted by the National Geodetic Survey in June 1991..
 PN0664
 PN0664.The geoid height was determined by GEOID03.
 PN0664
 PN0664.The dynamic height is computed by dividing the NAVD 88
 PN0664.geopotential number by the normal gravity value computed on the
 PN0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0664.degrees latitude (g = 980.6199 gals.).
 PN0664
 PN0664.The modeled gravity was interpolated from observed gravity values.
 PN0664
 PN0664;                    North         East    Units  Estimated Accuracy
 PN0664;SPC WI C     -    48,750.      728,800.      MT  (+/- 180 meters Scaled)
 PN0664
 PN0664                          SUPERSEDED SURVEY CONTROL
 PN0664
 PN0664.No superseded survey control is available for this station.
 PN0664
 PN0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ892017(NAD 83)
 PN0664_MARKER: B = BOLT
 PN0664_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 PN0664_SP_SET: RETAINING WALL
 PN0664_MARK LOGO: NOS   
 PN0664_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN0664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0664_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0664+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2005
 PN0664
 PN0664  HISTORY     - Date     Condition        Report By
 PN0664  HISTORY     - 1974     MONUMENTED       NOS
 PN0664  HISTORY     - 20010530 GOOD             WIDT
 PN0664  HISTORY     - 20030625 GOOD             USPSQD
 PN0664  HISTORY     - 20040725 GOOD             USPSQD
 PN0664  HISTORY     - 20050802 GOOD             WIDT
 PN0664
 PN0664                          STATION DESCRIPTION
 PN0664
 PN0664'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0664'IN APPLETON.
 PN0664'IN APPLETON, ON THE EAST SIDE OF THE FOX RIVER, 0.26 MILE SOUTHWEST
 PN0664'OF TELULAH PARK ENTRANCE, ALONG GRAVEL ROAD, BENEATH THE EAST COLLEGE
 PN0664'AVENUE BRIDGE OVER THE FOX RIVER, 24.9 FT. SOUTHWEST OF THE CENTERLINE
 PN0664'OF ROAD LEADING TO LOCK NO. 4 AND CONSOLIDATED PAPERS INCORPORATED,
 PN0664'15 FT. NORTHWEST OF FIRST COLUMN NORTH OF CANAL, 0.5 FT. NORTHEAST
 PN0664'OF SOUTHWEST FACE AND 0.4 FT. SOUTHEAST OF NORTHWEST FACE OF
 PN0664'RETAINING WALL SUPPORTING A HANDRAIL, A 5/8 INCH SQUARE STAINLESS
 PN0664'STEEL BOLT SET INTO THE TOP OF RETAINER WALL.
 PN0664
 PN0664                          STATION RECOVERY (2001)
 PN0664
 PN0664'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PN0664'THE STATION IS LOCATED ABOUT 25 KM NORTHEAST OF OSHKOSH AND 2 KM
 PN0664'SOUTHEAST OF APPLETON. OWNERSHIP--CITY OF APPLETON. TO REACH THE
 PN0664'STATION FROM THE JUNCTION OF STATE HIGHWAY 441 WITH COUNTY HIGHWAY CE
 PN0664'AND EAST COLLEGE AVENUE ABOUT 4 KM SOUTHEAST OF THE CITY OF APPLETON,
 PN0664'GO WEST ON EAST COLLEGE AVENUE FOR 2.1 KM TO EAST JOHN STREET ON THE
 PN0664'LEFT, TURN LEFT AND GO SOUTH ON EAST JOHN STREET FOR 0.2 KM TO
 PN0664'ANOTHER EAST JOHN STREET ON THE RIGHT, TURN RIGHT AND GO NORTHWEST ON
 PN0664'EAST JOHN STREET FOR 0.2 KM TO RAILROAD TRACKS AND THE STATION ON THE
 PN0664'LEFT.  THE STATION IS A 1.7 CM SQUARE BOLT SET IN A CONCRETE
 PN0664'RETAINING WALL BENEATH THE EAST COLLEGE STREET BRDIGE. THE STATION IS
 PN0664'7.5 METERS SOUTHWEST OF THE CENTERLINE OF EAST JOHN STREET, 21.0
 PN0664'METERS SOUTHEAST OF A FIRE HYDRANT, 4.5 METERS SOUTHWEST OF THE SOUTH
 PN0664'COLUMN OF THE FOURTH BRIDGE PIER FROM THE EAST, 2.2 METERS FROM THE
 PN0664'CENTERLINE OF A RAILROAD TRACK SPUR AND 0.2 METERS NORTH OF AN ORANGE
 PN0664'FIBERGLASS WITNESS POST. ---NOTE---STEEL BRIDGE PASSES OVERHEAD AND
 PN0664'OBSTRUCTS ALMOST ALL OF NORTHEAST AND NORTHWEST QUADRANTS.
 PN0664
 PN0664                          STATION RECOVERY (2003)
 PN0664
 PN0664'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0664'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ON THE SOUTHWEST
 PN0664'WINGWALL OF THE EAST JOHN STREET BRIDGE OVER A CHANNEL OF THE FOX
 PN0664'RIVER UNDER THE EAST COLLEGE STREET BRIDGE.
 PN0664
 PN0664                          STATION RECOVERY (2004)
 PN0664
 PN0664'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN0664'RECOVERED IN GOOD CONDITION.
 PN0664
 PN0664                          STATION RECOVERY (2005)
 PN0664
 PN0664'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PN0664'RECOVERED IN GOOD CONDITION.  NOTE-- THERE IS NO ORANGE FIBERGLASS
 PN0664'WITNESS POST PRESENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0690 ***********************************************************************
 PN0690  DESIGNATION -  LSC QUARRY
 PN0690  PID         -  PN0690
 PN0690  STATE/COUNTY-  WI/WINNEBAGO
 PN0690  USGS QUAD   -  INDIAN POINT (1992)
 PN0690
 PN0690                         *CURRENT SURVEY CONTROL
 PN0690  ___________________________________________________________________
 PN0690* NAD 83(1986)-  44 06 48.     (N)    088 29 00.     (W)     SCALED    
 PN0690* NAVD 88     -       232.360  (meters)     762.33   (feet)  ADJUSTED  
 PN0690  ___________________________________________________________________
 PN0690  GEOID HEIGHT-         -36.28  (meters)                     GEOID03
 PN0690  DYNAMIC HT  -         232.317 (meters)     762.19  (feet)  COMP
 PN0690  MODELED GRAV-     980,429.8   (mgal)                       NAVD 88
 PN0690
 PN0690  VERT ORDER  -  FIRST     CLASS 0
 PN0690
 PN0690.The horizontal coordinates were scaled from a topographic map and have
 PN0690.an estimated accuracy of +/- 6 seconds.
 PN0690
 PN0690.The orthometric height was determined by differential leveling
 PN0690.and adjusted by the National Geodetic Survey in June 1991..
 PN0690
 PN0690.The geoid height was determined by GEOID03.
 PN0690
 PN0690.The dynamic height is computed by dividing the NAVD 88
 PN0690.geopotential number by the normal gravity value computed on the
 PN0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0690.degrees latitude (g = 980.6199 gals.).
 PN0690
 PN0690.The modeled gravity was interpolated from observed gravity values.
 PN0690
 PN0690;                    North         East    Units  Estimated Accuracy
 PN0690;SPC WI S     -   235,880.      721,410.      MT  (+/- 180 meters Scaled)
 PN0690
 PN0690                          SUPERSEDED SURVEY CONTROL
 PN0690
 PN0690.No superseded survey control is available for this station.
 PN0690
 PN0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP813855(NAD 83)
 PN0690_MARKER: DB = BENCH MARK DISK
 PN0690_SETTING: 66 = SET IN ROCK OUTCROP
 PN0690_SP_SET: ROCK OUTCROP
 PN0690_STAMPING: QUARRY 1962
 PN0690_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PN0690+STABILITY: POSITION/ELEVATION WELL
 PN0690
 PN0690  HISTORY     - Date     Condition        Report By
 PN0690  HISTORY     - 1962     MONUMENTED       USLS
 PN0690  HISTORY     - 1974     GOOD             NOS
 PN0690  HISTORY     - 20031212 MARK NOT FOUND   USPSQD
 PN0690
 PN0690                          STATION DESCRIPTION
 PN0690
 PN0690'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0690'2.5 MI SOUTH FROM NEENAH.
 PN0690'2.5 MILES SOUTH ALONG COUNTY ROAD A, FROM THE INTERSECTION OF
 PN0690'WISCONSIN AVENUE IN NEENAH, 122 FT. NORTH OF THE CENTERLINE OF COUNTY
 PN0690'ROAD GG, 33.2 FT. SOUTH OF U.P. NO. 17RI, 31 FT. WEST OF CENTERLINE
 PN0690'OF HIGHWAY, 19.9 FT. EAST OF AN 8 INCH ELM, FLUSH WITH THE GROUND
 PN0690'SURFACE, SET IN AN OUTCROP OF LIMESTONE.
 PN0690
 PN0690                          STATION RECOVERY (2003)
 PN0690
 PN0690'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0690'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0691 ***********************************************************************
 PN0691  DESIGNATION -  LSC RICH
 PN0691  PID         -  PN0691
 PN0691  STATE/COUNTY-  WI/WINNEBAGO
 PN0691  USGS QUAD   -  INDIAN POINT (1992)
 PN0691
 PN0691                         *CURRENT SURVEY CONTROL
 PN0691  ___________________________________________________________________
 PN0691* NAD 83(1986)-  44 06 36.     (N)    088 29 18.     (W)     SCALED    
 PN0691* NAVD 88     -       230.288  (meters)     755.54   (feet)  ADJUSTED  
 PN0691  ___________________________________________________________________
 PN0691  GEOID HEIGHT-         -36.28  (meters)                     GEOID03
 PN0691  DYNAMIC HT  -         230.246 (meters)     755.40  (feet)  COMP
 PN0691  MODELED GRAV-     980,429.6   (mgal)                       NAVD 88
 PN0691
 PN0691  VERT ORDER  -  FIRST     CLASS 0
 PN0691
 PN0691.The horizontal coordinates were scaled from a topographic map and have
 PN0691.an estimated accuracy of +/- 6 seconds.
 PN0691
 PN0691.The orthometric height was determined by differential leveling
 PN0691.and adjusted by the National Geodetic Survey in June 1991..
 PN0691
 PN0691.The geoid height was determined by GEOID03.
 PN0691
 PN0691.The dynamic height is computed by dividing the NAVD 88
 PN0691.geopotential number by the normal gravity value computed on the
 PN0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0691.degrees latitude (g = 980.6199 gals.).
 PN0691
 PN0691.The modeled gravity was interpolated from observed gravity values.
 PN0691
 PN0691;                    North         East    Units  Estimated Accuracy
 PN0691;SPC WI S     -   235,510.      721,020.      MT  (+/- 180 meters Scaled)
 PN0691
 PN0691                          SUPERSEDED SURVEY CONTROL
 PN0691
 PN0691.No superseded survey control is available for this station.
 PN0691
 PN0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP808851(NAD 83)
 PN0691_MARKER: I = METAL ROD
 PN0691_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PN0691_SP_SET: COPPER-CLAD STEEL ROD
 PN0691_PROJECTION: RECESSED 3 CENTIMETERS
 PN0691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0691_ROD/PIPE-DEPTH: 1.52 meters
 PN0691
 PN0691  HISTORY     - Date     Condition        Report By
 PN0691  HISTORY     - 1962     MONUMENTED       USLS
 PN0691  HISTORY     - 1974     GOOD             NOS
 PN0691  HISTORY     - 20031212 MARK NOT FOUND   USPSQD
 PN0691
 PN0691                          STATION DESCRIPTION
 PN0691
 PN0691'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0691'3.0 MI NE FROM WINNEBAGO.
 PN0691'3.0 MILES NORTHEAST ALONG COUNTY ROAD A FROM THE INTERSECTION OF
 PN0691'A ROAD LEADING TO COUNTY HOSPITAL (BUTLER ROAD), IN WINNEBAGO 196 FT.
 PN0691'NORTH OF CENTERLINE OF DRIVEWAY LEADING TO PROPERTY OF G. BALDAUF AT
 PN0691'NO. 5835 31.3 FT. WEST OF CENTERLINE OF COUNTY ROAD A, 1 FT. WEST OF
 PN0691'U.P. NO 27, 1/4 FT. BELOW GROUND SURFACE, A 1 INCH DIAMETER STEEL BAR
 PN0691'5 FT. LONG.
 PN0691
 PN0691                          STATION RECOVERY (2003)
 PN0691
 PN0691'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0691'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4640 ***********************************************************************
 AA4640  PACS        -  This is a Primary Airport Control Station.
 AA4640  DESIGNATION -  LSE ARP 2 1965
 AA4640  PID         -  AA4640
 AA4640  STATE/COUNTY-  WI/LA CROSSE
 AA4640  USGS QUAD   -  HOLMEN (1973)
 AA4640
 AA4640                         *CURRENT SURVEY CONTROL
 AA4640  ___________________________________________________________________
 AA4640* NAD 83(1997)-  43 52 38.39251(N)    091 15 21.05532(W)     ADJUSTED  
 AA4640* NAVD 88     -       198.13   (meters)     650.0    (feet)  GPS OBS   
 AA4640  ___________________________________________________________________
 AA4640  X           -    -100,928.688 (meters)                     COMP
 AA4640  Y           -  -4,603,947.733 (meters)                     COMP
 AA4640  Z           -   4,398,392.324 (meters)                     COMP
 AA4640  LAPLACE CORR-          -7.63  (seconds)                    DEFLEC99
 AA4640  ELLIP HEIGHT-         166.40  (meters)          (04/28/99) GPS OBS
 AA4640  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 AA4640
 AA4640  HORZ ORDER  -  A
 AA4640  ELLP ORDER  -  THIRD     CLASS I
 AA4640
 AA4640.This mark is at La Crosse Airport (LSE)
 AA4640
 AA4640.The horizontal coordinates were established by GPS observations
 AA4640.and adjusted by the National Geodetic Survey in April 1999..
 AA4640
 AA4640.The orthometric height was determined by GPS observations and a
 AA4640.high-resolution geoid model.
 AA4640
 AA4640.GPS derived orthometric heights for airport stations designated as
 AA4640.PACS or SACS are published to 2 decimal places.  This maintains
 AA4640.centimeter relative accuracy between the PACS and SACS.  It does
 AA4640.not indicate centimeter accuracy relative to other marks which are
 AA4640.part of the NAVD 88 network.
 AA4640
 AA4640.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4640
 AA4640.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4640
 AA4640.The ellipsoidal height was determined by GPS observations
 AA4640.and is referenced to NAD 83.
 AA4640
 AA4640.The geoid height was determined by GEOID03.
 AA4640
 AA4640;                    North         East     Units Scale Factor Converg.
 AA4640;SPC WI S     -   209,317.565   499,073.001   MT  0.99996704   -0 51 46.4
 AA4640;SPC WI S     -   686,736.04  1,637,375.34   sFT  0.99996704   -0 51 46.4
 AA4640;UTM  15      - 4,859,726.938   640,124.449   MT  0.99984150   +1 12 32.7
 AA4640
 AA4640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4640!SPC WI S     -   0.99997391  x   0.99996704  =   0.99994095
 AA4640!UTM  15      -   0.99997391  x   0.99984150  =   0.99981541
 AA4640
 AA4640                          SUPERSEDED SURVEY CONTROL
 AA4640
 AA4640  NAD 83(1991)-  43 52 38.39175(N)    091 15 21.05408(W) AD(       ) 1
 AA4640  ELLIP H (09/30/94)  166.44   (m)                       GP(       ) 4 1
 AA4640  NGVD 29 (09/30/94)  198.12   (m)          650.0    (f) LEVELING    3  
 AA4640
 AA4640.Superseded values are not recommended for survey control.
 AA4640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4640.See file dsdata.txt to determine how the superseded data were derived.
 AA4640
 AA4640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ4012459727(NAD 83)
 AA4640_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA4640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4640_STAMPING: ARP-2 1965
 AA4640_MARK LOGO: CGS   
 AA4640_PROJECTION: FLUSH
 AA4640_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4640+STABILITY: SURFACE MOTION
 AA4640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4640+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1997
 AA4640
 AA4640  HISTORY     - Date     Condition        Report By
 AA4640  HISTORY     - 1965     MONUMENTED       CGS
 AA4640  HISTORY     - 19971130 GOOD             NGS
 AA4640
 AA4640                          STATION DESCRIPTION
 AA4640
 AA4640'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (WEB)
 AA4640'THE STATION IS LOCATED NEAR THE GEOMETRIC CENTER OF LA CROSSE
 AA4640'MUNICIPAL AIRPORT, LA CROSSE, WI. THE STATION IS LOCATED 246.0 FT
 AA4640'(75.0 M) EAST OF THE INTERSECTION OF TAXIWAY B AND C, 203.2 FT (61.9
 AA4640'M) SOUTHEAST OF A STORM DRAIN, 136.3 FT (41.5 M) NORTHEAST OF THE
 AA4640'THIRD TAXIWAY LIGHT SOUTHEAST OF A CLOSE CLUSTER OF THREE TAXIWAY
 AA4640'LIGHTS AT THE TAXIWAY INTERSECTION, 47.3 FT (14.4 M) NORTHEAST OF THE
 AA4640'NORTHEAST EDGE OF TAXIWAY B, AND 44.9 FT (13.7 M) EAST OF THE SECOND
 AA4640'TAXIWAY LIGHT SOUTHEAST OF A CLOSE CLUSTER OF THREE TAXIWAY LIGHTS AT
 AA4640'THE TAXIWAY INTERSECTION. THE STATION IS A STANDARD CGS TOPOGRAPHIC
 AA4640'STATION DISK SET IN A CONCRETE MONUMENT FLUSH WITH THE GROUND. TO
 AA4640'OBTAIN ACCESS TO THE AIRPORT AND THE STATION CONTACT MR. DUANE R.
 AA4640'HAATAJA, AIRPORT MANAGER, LA CROSSE MUNICIPAL AIRPORT, 2850 AIRPORT
 AA4640'DRIVE, LA CROSSE, WI. 54603, PHONE (608) 789-7464. RECOVERED AND
 AA4640'DESCRIBED BY RALPH A. HARRELL, CHIEF OF NOS PARTY.
 AA4640
 AA4640                          STATION RECOVERY (1997)
 AA4640
 AA4640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AA4640'NOTE--THIS IS THE PRIMARY AIRPORT CONTROL (PAC) STATION FOR THE LA
 AA4640'CROSSE MUNICIPAL (LSE) AIRPORT.  THE STATION IS LOCATED NEAR THE
 AA4640'NORTHWEST SIDE OF LA CROSSE, 1 KM (0.60 MI) NORTH OF INTERSTATE
 AA4640'HIGHWAY 90, NEAR THE EASTERN BANK OF THE MISSISSIPPI, AT THE LA CROSSE
 AA4640'MUNICIPAL AIRPORT, IN GRASS NEAR THE CENTER OF THE AIRFIELD, IN THE
 AA4640'NORTHEAST QUADRANT OF THE JUNCTION OF THE PARALLEL TAXIWAY FOR RUNWAY
 AA4640'13-31 AND THE SOUTH END OF THE PARALLEL TAXIWAY FOR RUNWAY 18-36.
 AA4640'OWNERSHIP--CITY OF LA CROSSE, 2810 FANTA REED ROAD, LA CROSSE, WI
 AA4640'54603.  AIRPORT MANAGER IS MIKE DIAGLE.  ASSISTANT MANAGER IS ELDON L.
 AA4640'STEELE.  PHONE 608-789-7464 OR 789-7460.  CONTACT ONE OF THEM FOR
 AA4640'PERMISSION TO OCCUPY THIS STATION AND ACCESS THROUGH THE LOCKED GATE.
 AA4640'TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 90
 AA4640'AND FANTA REED ROAD (EXIT 2) NEAR THE WEST SIDE OF LA CROSSE, GO NORTH
 AA4640'ON FANTA REED ROAD FOR 1.14 KM (0.70 MI) TO A GATE ON THE RIGHT AT THE
 AA4640'AIRPORT MAINTENANCE SHOP AND FIRE STATION. TURN RIGHT AND GO EAST
 AA4640'ACROSS THE PARKING LOT FOR 0.08 KM (0.05 MI) PASSING THROUGH THE GATE,
 AA4640'THEN LEFT IN A NORTHERLY DIRECTION ON A PAVED ROAD PASSING BETWEEN
 AA4640'HANGARS FOR 0.32 KM (0.20 MI) TO THE PARALLEL TAXIWAY FOR RUNWAY
 AA4640'13-31.  TURN LEFT AND GO NORTHWEST ALONG THE TAXIWAY FOR 0.59 KM (0.35
 AA4640'MI) TO THE STATION ON THE RIGHT.  THE STATION IS SET IN THE TOP OF A
 AA4640'25 CM SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS, 61.9 M
 AA4640'(203.1 FT) SOUTHEAST OF THE CENTER OF A DRAIN, 41.5 M (136.2 FT)
 AA4640'NORTHWEST OF THE 3RD TAXIWAY LIGHT SOUTHEAST OF 3 TAXIWAY LIGHTS AT
 AA4640'THE JUNCTION OF TWO TAXIWAYS, 13.7 M (44.9 FT) NORTHEAST OF THE 2ND
 AA4640'TAXIWAY LIGHT FROM THE JUNCTION, 21.9 M (71.9 FT) NORTHEAST OF THE
 AA4640'CENTER OF THE PARALLEL TAXIWAY FOR RUNWAY 13-31, AND 14.4 M (47.2 FT)
 AA4640'NORTHEAST OF THE NORTHEAST EDGE OF THE TAXIWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4642 ***********************************************************************
 AA4642  SACS        -  This is a Secondary Airport Control Station.
 AA4642  DESIGNATION -  LSE D 1993
 AA4642  PID         -  AA4642
 AA4642  STATE/COUNTY-  WI/LA CROSSE
 AA4642  USGS QUAD   -  LA CRESCENT (1991)
 AA4642
 AA4642                         *CURRENT SURVEY CONTROL
 AA4642  ___________________________________________________________________
 AA4642* NAD 83(1997)-  43 52 14.82726(N)    091 15 27.15977(W)     ADJUSTED  
 AA4642* NAVD 88     -       195.92   (+/-2cm)     642.8    (feet)  VERTCON   
 AA4642  ___________________________________________________________________
 AA4642  X           -    -101,075.972 (meters)                     COMP
 AA4642  Y           -  -4,604,447.133 (meters)                     COMP
 AA4642  Z           -   4,397,866.490 (meters)                     COMP
 AA4642  LAPLACE CORR-          -7.74  (seconds)                    DEFLEC99
 AA4642  ELLIP HEIGHT-         164.20  (meters)          (05/03/99) GPS OBS
 AA4642  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 AA4642
 AA4642  HORZ ORDER  -  FIRST
 AA4642  VERT ORDER  -  THIRD ? (See Below)
 AA4642  ELLP ORDER  -  FOURTH    CLASS I
 AA4642
 AA4642.This mark is at La Crosse Airport (LSE)
 AA4642
 AA4642.The horizontal coordinates were established by GPS observations
 AA4642.and adjusted by the National Geodetic Survey in May 1999..
 AA4642.No horizontal observational check was made to the station.
 AA4642
 AA4642.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4642
 AA4642.GPS derived orthometric heights for airport stations designated as
 AA4642.PACS or SACS are published to 2 decimal places.  This maintains
 AA4642.centimeter relative accuracy between the PACS and SACS.  It does
 AA4642.not indicate centimeter accuracy relative to other marks which are
 AA4642.part of the NAVD 88 network.
 AA4642.The vertical order pertains to the NGVD 29 superseded value.
 AA4642
 AA4642.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4642
 AA4642.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4642
 AA4642.The ellipsoidal height was determined by GPS observations
 AA4642.and is referenced to NAD 83.
 AA4642
 AA4642.The geoid height was determined by GEOID03.
 AA4642
 AA4642;                    North         East     Units Scale Factor Converg.
 AA4642;SPC WI S     -   208,592.412   498,925.769   MT  0.99996609   -0 51 50.6
 AA4642;SPC WI S     -   684,356.94  1,636,892.29   sFT  0.99996609   -0 51 50.6
 AA4642;UTM  15      - 4,858,997.027   640,003.545   MT  0.99984109   +1 12 28.0
 AA4642
 AA4642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4642!SPC WI S     -   0.99997425  x   0.99996609  =   0.99994034
 AA4642!UTM  15      -   0.99997425  x   0.99984109  =   0.99981535
 AA4642
 AA4642                          SUPERSEDED SURVEY CONTROL
 AA4642
 AA4642  NAD 83(1991)-  43 52 14.82676(N)    091 15 27.15884(W) AD(       ) 1
 AA4642  ELLIP H (09/30/94)  164.22   (m)                       GP(       ) 4 1
 AA4642  NGVD 29 (09/30/94)  195.94   (m)          642.8    (f) LEVELING    3  
 AA4642
 AA4642.Superseded values are not recommended for survey control.
 AA4642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4642.See file dsdata.txt to determine how the superseded data were derived.
 AA4642
 AA4642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ4000458997(NAD 83)
 AA4642_MARKER: DD = SURVEY DISK
 AA4642_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA4642_SP_SET: DRILL HOLE IN CATCH BASIN
 AA4642_STAMPING: LSE D 1993
 AA4642_MARK LOGO: NOS   
 AA4642_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA4642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4642+STABILITY: SURFACE MOTION
 AA4642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4642+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4642
 AA4642  HISTORY     - Date     Condition        Report By
 AA4642  HISTORY     - 1993     MONUMENTED       NOS
 AA4642
 AA4642                          STATION DESCRIPTION
 AA4642
 AA4642'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (RAH)
 AA4642'THE STATION IS LOCATED AT THE SOUTH END AND NEAR RUNWAY END 36 AT THE
 AA4642'LA CROSSE MUNICIPAL AIRPORT IN LA CROSSE, WI. THE STATION IS 232.O FT
 AA4642'NORTH-NORTHWEST OF A RUNWAY 36 SIGN, 197.4 FT (60.2 M) EAST OFF THE
 AA4642'EAST EDGE OF RUNWAY 18-36, AND 191.0 FT (58.2 M) NORTHWEST OF THE
 AA4642'NORTHWEST EDGE OF THE TAXIWAY. THE STATION IS A STANDARD NOS DISK SET
 AA4642'IN A DRILL HOLE AT THE SOSUTHEAST CORNER OF A CATCH BASIN. TO OBTAIN
 AA4642'ACCESS TO THE AIRPORT AND THE STATION CONTACT MR. DUANE R. HAATAJA,
 AA4642'AIRPORT MANAGER, 2850 AIRPORT DRIVE, LA CROSSE, WI. PHONE (608)
 AA4642'789-7464.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0491 ***********************************************************************
 QN0491  DESIGNATION -  LUBLIN
 QN0491  PID         -  QN0491
 QN0491  STATE/COUNTY-  WI/TAYLOR
 QN0491  USGS QUAD   -  LUBLIN (1969)
 QN0491
 QN0491                         *CURRENT SURVEY CONTROL
 QN0491  ___________________________________________________________________
 QN0491* NAD 83(1991)-  45 04 52.49000(N)    090 43 47.58249(W)     ADJUSTED  
 QN0491* NAVD 88     -       396.     (meters)    1299.     (feet)  SCALED    
 QN0491  ___________________________________________________________________
 QN0491  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 QN0491  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 QN0491
 QN0491  HORZ ORDER  -  FIRST
 QN0491
 QN0491.The horizontal coordinates were established by classical geodetic methods
 QN0491.and adjusted by the National Geodetic Survey in November 1991..
 QN0491
 QN0491.The orthometric height was scaled from a topographic map.
 QN0491
 QN0491.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0491
 QN0491.The geoid height was determined by GEOID03.
 QN0491
 QN0491;                    North         East     Units Scale Factor Converg.
 QN0491;SPC WI C     -   138,926.081   542,536.159   MT  0.99994710   -0 30 54.0
 QN0491;SPC WI C     -   455,793.32  1,779,970.71   sFT  0.99994710   -0 30 54.0
 QN0491;UTM  15      - 4,994,482.995   678,666.755   MT  0.99999252   +1 36 28.5
 QN0491
 QN0491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0491!SPC WI C     -   0.99994281  x   0.99994710  =   0.99988991
 QN0491!UTM  15      -   0.99994281  x   0.99999252  =   0.99993533
 QN0491
 QN0491|---------------------------------------------------------------------|
 QN0491| PID    Reference Object                     Distance      Geod. Az  |
 QN0491|                                                           dddmmss.s |
 QN0491| CJ5674 LUBLIN RM                            14.978 METERS 33908     |
 QN0491|---------------------------------------------------------------------|
 QN0491
 QN0491                          SUPERSEDED SURVEY CONTROL
 QN0491
 QN0491  NAD 83(1986)-  45 04 52.47898(N)    090 43 47.59535(W) AD(       ) 1
 QN0491  NAD 27      -  45 04 52.57800(N)    090 43 47.12800(W) AD(       ) 1
 QN0491
 QN0491.Superseded values are not recommended for survey control.
 QN0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0491.See file dsdata.txt to determine how the superseded data were derived.
 QN0491
 QN0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK7866794483(NAD 83)
 QN0491_MARKER: DS = TRIANGULATION STATION DISK
 QN0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0491
 QN0491  HISTORY     - Date     Condition        Report By
 QN0491  HISTORY     - 1921     MONUMENTED       CGS
 QN0491  HISTORY     - 1930     GOOD             CGS
 QN0491
 QN0491                          STATION DESCRIPTION
 QN0491
 QN0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0491'STATION IS LOCATED ABOUT 1/2 MILE N OF LUBLIN, ON THE E SIDE
 QN0491'OF THE TRACK ON THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QN0491'MARIE RAILWAY, AT THE CENTER OF THE FIRST CURVE N OF LUBLIN,
 QN0491'500 METERS S OF MILEPOST 321, 350 METERS N OF RAILROAD CULVERT
 QN0491'K 320 Q.  IT IS 355 METERS N OF WHISTLE BOARD FOR ROAD CROSSING
 QN0491'AT LUBLIN, 9.697 METERS (31.82 FEET) E OF E RAIL.  REFERENCE
 QN0491'MARK IS ON THE SAME SIDE OF THE TRACK.
 QN0491'
 QN0491'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 QN0491'DISKS SET IN CONCRETE.
 QN0491
 QN0491                          STATION RECOVERY (1930)
 QN0491
 QN0491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 QN0491'THE MARK WAS FOUND AS DESCRIBED IN GOOD CONDITION.  THE
 QN0491'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC9109 ***********************************************************************
 AC9109  DESIGNATION -  LUCK NE
 AC9109  PID         -  AC9109
 AC9109  STATE/COUNTY-  WI/POLK
 AC9109  USGS QUAD   -  FREDERIC (1983)
 AC9109
 AC9109                         *CURRENT SURVEY CONTROL
 AC9109  ___________________________________________________________________
 AC9109* NAD 83(1997)-  45 38 06.66040(N)    092 26 52.67569(W)     ADJUSTED  
 AC9109* NAVD 88     -       370.8    (meters)    1217.     (feet)  GPS OBS   
 AC9109  ___________________________________________________________________
 AC9109  X           -    -190,822.045 (meters)                     COMP
 AC9109  Y           -  -4,463,561.467 (meters)                     COMP
 AC9109  Z           -   4,537,232.986 (meters)                     COMP
 AC9109  LAPLACE CORR-          -7.18  (seconds)                    DEFLEC99
 AC9109  ELLIP HEIGHT-         343.40  (meters)          (09/30/02) GPS OBS
 AC9109  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AC9109
 AC9109  HORZ ORDER  -  FIRST
 AC9109  ELLP ORDER  -  SECOND    CLASS I
 AC9109
 AC9109.The horizontal coordinates were established by GPS observations
 AC9109.and adjusted by the National Geodetic Survey in September 2002..
 AC9109
 AC9109.The orthometric height was determined by GPS observations and a
 AC9109.high-resolution geoid model.
 AC9109
 AC9109.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9109
 AC9109.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9109
 AC9109.The ellipsoidal height was determined by GPS observations
 AC9109.and is referenced to NAD 83.
 AC9109
 AC9109.The geoid height was determined by GEOID03.
 AC9109
 AC9109;                    North         East     Units Scale Factor Converg.
 AC9109;SPC WI C     -   203,107.220   409,153.605   MT  1.00002855   -1 43 38.0
 AC9109;SPC WI C     -   666,360.94  1,342,364.79   sFT  1.00002855   -1 43 38.0
 AC9109;UTM  15      - 5,053,663.351   543,025.350   MT  0.99962276   +0 23 40.8
 AC9109
 AC9109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9109!SPC WI C     -   0.99994617  x   1.00002855  =   0.99997471
 AC9109!UTM  15      -   0.99994617  x   0.99962276  =   0.99956895
 AC9109
 AC9109                          SUPERSEDED SURVEY CONTROL
 AC9109
 AC9109  NAD 83(1991)-  45 38 06.65993(N)    092 26 52.67388(W) AD(       ) 1
 AC9109  ELLIP H (06/10/97)  343.42   (m)                       GP(       ) 2 1
 AC9109
 AC9109.Superseded values are not recommended for survey control.
 AC9109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9109.See file dsdata.txt to determine how the superseded data were derived.
 AC9109
 AC9109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4302553663(NAD 83)
 AC9109_MARKER: DD = SURVEY DISK
 AC9109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9109_STAMPING: LUCK NE 464
 AC9109_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC9109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9109+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2005
 AC9109
 AC9109  HISTORY     - Date     Condition        Report By
 AC9109  HISTORY     - 1995     MONUMENTED       WI-095
 AC9109  HISTORY     - 20051106 GOOD             WIDT
 AC9109
 AC9109                          STATION DESCRIPTION
 AC9109
 AC9109'DESCRIBED BY POLK COUNTY WISCONSIN 1995 (TEC)
 AC9109'THE STATION IS LOCATED 3.85 MI (6.20 KM) NORTH OF THE VILLAGE OF LUCK,
 AC9109'WISCONSIN IN THE SOUTHEAST QUARTER OF NORTHEAST QUARTER OF SECTION 3,
 AC9109'T.36N., R.17W., 4TH P.M.  TOWN OF LUCK, POLK COUNTY.  TO REACH THE
 AC9109'STATION FROM THE VILLAGE OF LUCK, START AT THE INTERSECTION OF STATE
 AC9109'HIGHWAY 35 AND STATE HIGHWAY 48, THEN GO EAST ALONG STATE HIGHWAY 48
 AC9109'FOR 2 MI (3.2 KM) TO THE INTERSECTION OF STATE HIGHWAY 48 AND 140TH
 AC9109'STREET, GO NORTH ALONG 140TH STREET 3.85 MI (6.20 KM) TO THE STATION.
 AC9109'THE STATION IS LOCATED 22.5 FEET (6.9 M) WEST OF 140TH STREET, .4 MI
 AC9109'(0.6 KM) SOUTH OF COUNTY HIGHWAY W.  THE STATION IS A BRASS CAP, SET
 AC9109'IN A 1.3 FOOT (0.4 M) DIAMETER BY 6 FOOT (1.8 M) DEEP CONCRETE
 AC9109'MONUMENT FLUSH WITH GROUND SURFACE.  A PLASTIC WITNESS POST IS SET 2
 AC9109'FEET (0.6 M) FROM THE STATION.
 AC9109
 AC9109                          STATION RECOVERY (2005)
 AC9109
 AC9109'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AC9109'RECOVERED IN GOOD CONDITION.  AN ALTERNATIVE TO REACH FOLLOWS-- FROM
 AC9109'THE JUNCTION OF STATE HIGHWAY 35 AND STATE HIGHWAY 48 WITH COUNTY
 AC9109'HIGHWAY W (300TH AVENUE) APPROXIMATELY 1.2 MILE SOUTH OF THE VILLAGE
 AC9109'OF FREDERIC, GO EAST ON COUNTY HIGHWAY W (300TH AVENUE) FOR 0.9 MILE
 AC9109'TO 140TH STREET, TURN RIGHT AND GO SOUTH ON 140TH STREET FOR 0.4 MILE
 AC9109'TO THE STATION ON THE RIGHT.
 AC9109'ADD-- THE STATION IS 38.4 M NORTHWEST OF POWER POLE --25-2105-25--,
 AC9109'29.7 M NORTH OF THE CENTERLINE OF THE ENTRANCE TO --SEVENTH DAY
 AC9109'ADVENTIST CHURCH-- AT FIRE NUMBER --2955--, AND 1.0 M NORTH AND 1.0 M
 AC9109'SOUTH OF TWO ORANGE 4X4 PLASTIC GUARD POSTS.
 AC9109' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC9110 ***********************************************************************
 AC9110  DESIGNATION -  LUCK W
 AC9110  PID         -  AC9110
 AC9110  STATE/COUNTY-  WI/POLK
 AC9110  USGS QUAD   -  LUCK (1983)
 AC9110
 AC9110                         *CURRENT SURVEY CONTROL
 AC9110  ___________________________________________________________________
 AC9110* NAD 83(1997)-  45 35 39.63488(N)    092 29 19.45748(W)     ADJUSTED  
 AC9110* NAVD 88     -       356.6    (meters)    1170.     (feet)  GPS OBS   
 AC9110  ___________________________________________________________________
 AC9110  X           -    -194,138.785 (meters)                     COMP
 AC9110  Y           -  -4,466,655.656 (meters)                     COMP
 AC9110  Z           -   4,534,047.622 (meters)                     COMP
 AC9110  LAPLACE CORR-          -6.33  (seconds)                    DEFLEC99
 AC9110  ELLIP HEIGHT-         329.20  (meters)          (09/30/02) GPS OBS
 AC9110  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AC9110
 AC9110  HORZ ORDER  -  FIRST
 AC9110  ELLP ORDER  -  SECOND    CLASS I
 AC9110
 AC9110.The horizontal coordinates were established by GPS observations
 AC9110.and adjusted by the National Geodetic Survey in September 2002..
 AC9110
 AC9110.The orthometric height was determined by GPS observations and a
 AC9110.high-resolution geoid model.
 AC9110
 AC9110.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9110
 AC9110.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9110
 AC9110.The ellipsoidal height was determined by GPS observations
 AC9110.and is referenced to NAD 83.
 AC9110
 AC9110.The geoid height was determined by GEOID03.
 AC9110
 AC9110;                    North         East     Units Scale Factor Converg.
 AC9110;SPC WI C     -   198,666.705   405,836.804   MT  1.00001934   -1 45 21.6
 AC9110;SPC WI C     -   651,792.35  1,331,482.91   sFT  1.00001934   -1 45 21.6
 AC9110;UTM  15      - 5,049,104.930   539,876.477   MT  0.99961955   +0 21 54.9
 AC9110
 AC9110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9110!SPC WI C     -   0.99994839  x   1.00001934  =   0.99996773
 AC9110!UTM  15      -   0.99994839  x   0.99961955  =   0.99956796
 AC9110
 AC9110                          SUPERSEDED SURVEY CONTROL
 AC9110
 AC9110  NAD 83(1991)-  45 35 39.63425(N)    092 29 19.45557(W) AD(       ) 1
 AC9110  ELLIP H (06/10/97)  329.22   (m)                       GP(       ) 2 1
 AC9110
 AC9110.Superseded values are not recommended for survey control.
 AC9110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9110.See file dsdata.txt to determine how the superseded data were derived.
 AC9110
 AC9110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL3987649105(NAD 83)
 AC9110_MARKER: DD = SURVEY DISK
 AC9110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9110_STAMPING: LUCK W. 466
 AC9110_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC9110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9110+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2005
 AC9110
 AC9110  HISTORY     - Date     Condition        Report By
 AC9110  HISTORY     - 1995     MONUMENTED       WI-095
 AC9110  HISTORY     - 20051106 GOOD             WIDT
 AC9110
 AC9110                          STATION DESCRIPTION
 AC9110
 AC9110'DESCRIBED BY POLK COUNTY WISCONSIN 1995 (TEC)
 AC9110'THE STATION IS LOCATED 1.25 MI (2.01 KM) NORTH OF THE VILLAGE OF LUCK,
 AC9110'WISCONSIN IN THE NORTHWEST QUARTER OF NORTHWEST QUARTER OF SECTION 21,
 AC9110'T.36N., R.17W., 4TH P.M.  TOWN OF LUCK, POLK COUNTY.  TO REACH THE
 AC9110'STATION FROM THE VILLAGE OF LUCK START AT WHERE STATE HIGHWAY 48
 AC9110'INTERSECTS HIGHWAY 35, GO NORTH 1.25 MI (2.01 KM) TO THE STATION. THE
 AC9110'STATION IS LOCATED 38.5 FEET (11.7 M) EAST OF CENTERLINE OF STATE
 AC9110'HIGHWAY 35, .25 MI (0.40 KM) SOUTH OF COUNTY HIGHWAY B TO THE WEST.
 AC9110'THE STATION IS A BRASS CAP, SET IN A 1.3 FOOT (0.4 M) DIAMETER BY 6
 AC9110'FOOT (1.8 M) DEEP CONCRETE MONUMENT FLUSH WITH GROUND SURFACE.  A
 AC9110'PLASTIC WITNESS POST IS SET 2 FEET (0.6 M) FROM THE STATION.
 AC9110
 AC9110                          STATION RECOVERY (2005)
 AC9110
 AC9110'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AC9110'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M EAST, 1.0 M
 AC9110'SOUTHWEST, AND 1.0 M NORTHWEST OF THREE ORANGE 4X4 PLASTIC GUARD
 AC9110'POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0021 ***********************************************************************
 PN0021  DESIGNATION -  LUCY
 PN0021  PID         -  PN0021
 PN0021  STATE/COUNTY-  WI/SHAWANO
 PN0021  USGS QUAD   -  PULASKI (1974)
 PN0021
 PN0021                         *CURRENT SURVEY CONTROL
 PN0021  ___________________________________________________________________
 PN0021* NAD 83(1991)-  44 41 36.51086(N)    088 14 54.93232(W)     ADJUSTED  
 PN0021* NAVD 88     -       247.480  (meters)     811.94   (feet)  ADJUSTED  
 PN0021  ___________________________________________________________________
 PN0021  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 PN0021  GEOID HEIGHT-         -36.16  (meters)                     GEOID03
 PN0021  DYNAMIC HT  -         247.451 (meters)     811.85  (feet)  COMP
 PN0021  MODELED GRAV-     980,493.2   (mgal)                       NAVD 88
 PN0021
 PN0021  HORZ ORDER  -  FIRST
 PN0021  VERT ORDER  -  FIRST     CLASS II
 PN0021
 PN0021.The horizontal coordinates were established by classical geodetic methods
 PN0021.and adjusted by the National Geodetic Survey in November 1991..
 PN0021
 PN0021.The orthometric height was determined by differential leveling
 PN0021.and adjusted by the National Geodetic Survey in June 1991..
 PN0021.WARNING-Repeat measurements at this control monument indicate possible
 PN0021.vertical movement.
 PN0021
 PN0021.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0021
 PN0021.The geoid height was determined by GEOID03.
 PN0021
 PN0021.The dynamic height is computed by dividing the NAVD 88
 PN0021.geopotential number by the normal gravity value computed on the
 PN0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0021.degrees latitude (g = 980.6199 gals.).
 PN0021
 PN0021.The modeled gravity was interpolated from observed gravity values.
 PN0021
 PN0021;                    North         East     Units Scale Factor Converg.
 PN0021;SPC WI C     -    97,074.336   738,808.966   MT  0.99994576   +1 14 08.7
 PN0021;SPC WI C     -   318,484.72  2,423,909.08   sFT  0.99994576   +1 14 08.7
 PN0021;UTM  16      - 4,949,658.507   401,068.448   MT  0.99972036   -0 52 41.6
 PN0021
 PN0021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0021!SPC WI C     -   0.99996687  x   0.99994576  =   0.99991263
 PN0021!UTM  16      -   0.99996687  x   0.99972036  =   0.99968724
 PN0021
 PN0021|---------------------------------------------------------------------|
 PN0021| PID    Reference Object                     Distance      Geod. Az  |
 PN0021|                                                           dddmmss.s |
 PN0021| CJ5675 LUCY RM                              27.900 METERS 01317     |
 PN0021| PN0882 PULASKI RR WATER TANK               APPROX. 2.5 KM 1513137.2 |
 PN0021| PN0883 PULASKI BADGER GROCERY CO ROOF      APPROX. 2.3 KM 1521511.5 |
 PN0021|---------------------------------------------------------------------|
 PN0021
 PN0021                          SUPERSEDED SURVEY CONTROL
 PN0021
 PN0021  NAD 83(1986)-  44 41 36.55011(N)    088 14 54.85884(W) AD(       ) 1
 PN0021  NAD 27      -  44 41 36.56700(N)    088 14 54.46700(W) AD(       ) 1
 PN0021  NGVD 29 (??/??/92)  247.573  (m)          812.25   (f) ADJ UNCH    1 2
 PN0021
 PN0021.Superseded values are not recommended for survey control.
 PN0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0021.See file dsdata.txt to determine how the superseded data were derived.
 PN0021
 PN0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ0106849659(NAD 83)
 PN0021_MARKER: DS = TRIANGULATION STATION DISK
 PN0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0021_STAMPING: LUCY 1921
 PN0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0021+STABILITY: SURFACE MOTION
 PN0021
 PN0021  HISTORY     - Date     Condition        Report By
 PN0021  HISTORY     - 1921     MONUMENTED       CGS
 PN0021  HISTORY     - 1921     GOOD             CGS
 PN0021  HISTORY     - 1934     GOOD             NGS
 PN0021  HISTORY     - 1951     SEE DESCRIPTION  USGS
 PN0021  HISTORY     - 1974     SEE DESCRIPTION  USGS
 PN0021  HISTORY     - 1985     MARK NOT FOUND   NGS
 PN0021  HISTORY     - 20050714 MARK NOT FOUND   WIDT
 PN0021
 PN0021                          STATION DESCRIPTION
 PN0021
 PN0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 PN0021'STATION IS ABOUT 1-1/8 MILES N OF PULASKI ON THE W SIDE OF THE
 PN0021'CHICAGO AND NORTHWESTERN RAILWAY ON THE EXTENSION OF THE
 PN0021'W RAIL FROM THE S, 125 METERS N OF RAILROAD BRIDGE NO. 1533,
 PN0021'1.905 METERS (6.545 FEET) W OF NEAREST RAIL.
 PN0021'
 PN0021'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 PN0021'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND
 PN0021'11A.
 PN0021'
 PN0021'REFERENCE MARK IS ON E SIDE OF TRACK NEAR THE PROPERTY FENCE
 PN0021'LINE.
 PN0021
 PN0021                          STATION RECOVERY (1921)
 PN0021
 PN0021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921
 PN0021'1.1 MI N FROM PULASKI.
 PN0021'IN SHAWANO COUNTY, 1-1/8 MILES NORTH ALONG THE CHICAGO AND NORTH
 PN0021'WESTERN RAILWAY FROM PULASKI, BROWN COUNTY, 137 YARDS NORTH OF
 PN0021'BRIDGE 1533, ON A 12-FOOT FILL, AT A CURVE, IN LINE WITH THE
 PN0021'WEST RAIL OF THE SOUTH TANGENT, AND 6.5 FEET WEST OF THE WEST
 PN0021'RAIL.  A STANDARD TRIANGULATION-STATION DISK, STAMPED LUCY 1921
 PN0021'AND SET IN THE TOP OF A CONCRETE POST.
 PN0021
 PN0021                          STATION RECOVERY (1934)
 PN0021
 PN0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PN0021'RECOVERED IN GOOD CONDITION.
 PN0021
 PN0021                          STATION RECOVERY (1951)
 PN0021
 PN0021'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 PN0021'HALF OF THE BRONZE STATION DISK HAS BEEN PRIED AND BROKEN OFF.
 PN0021
 PN0021                          STATION RECOVERY (1974)
 PN0021
 PN0021'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 PN0021'STATION NOT FOUND.  LUCKY R.M. NOT FOUND.
 PN0021'
 PN0021'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/8
 PN0021'MI N ALONG RR FROM PULASKI.
 PN0021
 PN0021                          STATION RECOVERY (1985)
 PN0021
 PN0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0021'MARK NOT FOUND.
 PN0021
 PN0021                          STATION RECOVERY (2005)
 PN0021
 PN0021'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0021'NOT FOUND.  ADD--MEASURED DISTANCES FROM THE APPROXIMATE LOCATION OF
 PN0021'AN OLD BRIDGE, BUT RECOVERED NOTHING.  -NOTE-- THE DESCRIBED BRIDGE
 PN0021'HAS BEEN REMOVED, RAILROAD TRACKS HAVE ALSO BEEN REMOVED. THE OLD RAIL
 PN0021'BED IS NOW USED AS A SNOWMOBILE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1581 ***********************************************************************
 NH1581  DESIGNATION -  LUDWIG
 NH1581  PID         -  NH1581
 NH1581  STATE/COUNTY-  WI/GREEN
 NH1581  USGS QUAD   -  MONTICELLO (1981)
 NH1581
 NH1581                         *CURRENT SURVEY CONTROL
 NH1581  ___________________________________________________________________
 NH1581* NAD 83(1991)-  42 40 05.34072(N)    089 33 51.70874(W)     ADJUSTED  
 NH1581* NAVD 88     -       328.     (meters)    1076.     (feet)  SCALED    
 NH1581  ___________________________________________________________________
 NH1581  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 NH1581  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 NH1581
 NH1581  HORZ ORDER  -  SECOND
 NH1581
 NH1581.The horizontal coordinates were established by classical geodetic methods
 NH1581.and adjusted by the National Geodetic Survey in November 1991..
 NH1581
 NH1581.The orthometric height was scaled from a topographic map.
 NH1581
 NH1581.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1581
 NH1581.The geoid height was determined by GEOID03.
 NH1581
 NH1581;                    North         East     Units Scale Factor Converg.
 NH1581;SPC WI S     -    74,319.421   635,713.115   MT  1.00001378   +0 17 57.6
 NH1581;SPC WI S     -   243,829.63  2,085,668.78   sFT  1.00001378   +0 17 57.6
 NH1581;UTM  16      - 4,727,152.865   289,855.817   MT  1.00014334   -1 44 19.1
 NH1581
 NH1581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1581!SPC WI S     -   0.99995386  x   1.00001378  =   0.99996764
 NH1581!UTM  16      -   0.99995386  x   1.00014334  =   1.00009719
 NH1581
 NH1581:                Primary Azimuth Mark                     Grid Az
 NH1581:SPC WI S     -  BRODHEAD MUNICIPAL TANK                  109 17 54.5
 NH1581:UTM  16      -  BRODHEAD MUNICIPAL TANK                  111 20 11.2
 NH1581
 NH1581|---------------------------------------------------------------------|
 NH1581| PID    Reference Object                     Distance      Geod. Az  |
 NH1581|                                                           dddmmss.s |
 NH1581| NH1377 BRODHEAD MUNICIPAL TANK             APPROX.16.1 KM 1093552.1 |
 NH1581| CI9199 LUDWIG RM 1                          25.311 METERS 17817     |
 NH1581| NH1582 MONROE RAD STA WEKZ MAST            APPROX. 8.5 KM 1960943.8 |
 NH1581| NH1584 MONROE RAD STA KSD 543 MAST         APPROX. 8.4 KM 2163226.2 |
 NH1581| NH1594 MONROE ST CLARE HOSP STACK          APPROX. 8.8 KM 2200313.5 |
 NH1581| CI9198 LUDWIG AZ MK                                       2384306.8 |
 NH1581| CI9200 LUDWIG RM 2                          25.223 METERS 27618     |
 NH1581|---------------------------------------------------------------------|
 NH1581
 NH1581                          SUPERSEDED SURVEY CONTROL
 NH1581
 NH1581  NAD 83(1986)-  42 40 05.33539(N)    089 33 51.70815(W) AD(       ) 2
 NH1581  NAD 27      -  42 40 05.30890(N)    089 33 51.27880(W) AD(       ) 2
 NH1581
 NH1581.Superseded values are not recommended for survey control.
 NH1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1581.See file dsdata.txt to determine how the superseded data were derived.
 NH1581
 NH1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8985627153(NAD 83)
 NH1581_MARKER: DS = TRIANGULATION STATION DISK
 NH1581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1581
 NH1581  HISTORY     - Date     Condition        Report By
 NH1581  HISTORY     - 1957     MONUMENTED       CGS
 NH1581  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH1581
 NH1581                          STATION DESCRIPTION
 NH1581
 NH1581'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1581'THE STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF ALBANY,
 NH1581'ABOUT 6 MILES NORTHEAST OF MONROE ON PROPERTY OWNED BY MR. CHESTER
 NH1581'LUDWIG.  IT IS 65 FEET WEST OF THE CENTERLINE OF COUNTY HIGHWAY
 NH1581'FF, 21 FEET NORTHWEST OF A GATE, 19 FEET WEST OF A WHITE
 NH1581'WITNESS POST AND 7 FEET SOUTH OF A FENCE.  THE MONUMENT IS
 NH1581'FLUSH AND THE DISK IS STAMPED LUDWIG 1957.
 NH1581'
 NH1581'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 59
 NH1581'AND COUNTY HIGHWAY E IN ALBANY, GO SOUTHWEST ON HIGHWAY 59
 NH1581'FOR 1.8 MILES TO THE JUNCTION OF STATE HIGHWAY 39.  CONTINUE
 NH1581'SOUTHWEST ON HIGHWAY 59 FOR 3.75 MILES TO THE JUNCTION OF COUNTY
 NH1581'HIGHWAY FF AND SEARLESS GRADE SCHOOL ON THE RIGHT.  TURN RIGHT
 NH1581'ON HIGHWAY FF AND GO WEST ON THE PAVED ROAD FOR 2.15 MILES TO
 NH1581'THE END OF PAVEMENT.  CONTINUE WEST ON THE GRAVELED ROAD
 NH1581'FOR 0.8 MILE TO A SHARP CURVE TO THE LEFT AND THE STATION
 NH1581'WEST OF THE CURVE AS DESCRIBED.
 NH1581'
 NH1581'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 NH1581'GRAVELED ROAD FOR 0.15 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 NH1581'AND GO WEST ON THE GRAVELED ROAD FOR 0.2 MILE TO THE AZIMUTH
 NH1581'MARK ON THE RIGHT AS DESCRIBED.
 NH1581'
 NH1581'REFERENCE MARK 1 IS 29 FEET WEST OF THE CENTERLINE OF HIGHWAY
 NH1581'FF, 13 FEET SOUTHWEST OF A TELEPHONE POLE AND 2 FEET WEST
 NH1581'OF A FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 NH1581'STAMPED LUDWIG NO 1 1957.
 NH1581'
 NH1581'REFERENCE MARK 2 IS 101 FEET WEST OF THE WHITE WITNESS POST
 NH1581'AND 1 FOOT SOUTH OF AN EAST-WEST FENCE.  THE MONUMENT IS FLUSH
 NH1581'AND THE DISK IS STAMPED LUDWIG NO 2 1957.
 NH1581'
 NH1581'THE AZIMUTH MARK IS 17 FEET NORTH OF THE CENTERLINE OF THE
 NH1581'GRAVELED ROAD, 10 FEET WEST OF A TELEPHONE POLE, 3 FEET EAST OF
 NH1581'A WHITE WITNESS POST AND 1 FOOT SOUTH OF A FENCE.  THE MONUMENT
 NH1581'IS FLUSH AND THE DISK IS STAMPED LUDWIG 1957.
 NH1581'
 NH1581'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 NH1581
 NH1581                          STATION RECOVERY (2001)
 NH1581
 NH1581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1581'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB8514 ***********************************************************************
 AB8514  DESIGNATION -  LUDWIG
 AB8514  PID         -  AB8514
 AB8514  STATE/COUNTY-  WI/BURNETT
 AB8514  USGS QUAD   -  WEBSTER (1982)
 AB8514
 AB8514                         *CURRENT SURVEY CONTROL
 AB8514  ___________________________________________________________________
 AB8514* NAD 83(1997)-  45 59 12.70060(N)    092 17 04.95491(W)     ADJUSTED  
 AB8514* NAVD 88     -       299.6    (meters)     983.     (feet)  GPS OBS   
 AB8514  ___________________________________________________________________
 AB8514  X           -    -176,983.691 (meters)                     COMP
 AB8514  Y           -  -4,436,031.109 (meters)                     COMP
 AB8514  Z           -   4,564,429.353 (meters)                     COMP
 AB8514  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 AB8514  ELLIP HEIGHT-         273.09  (meters)          (01/30/03) GPS OBS
 AB8514  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 AB8514
 AB8514  HORZ ORDER  -  FIRST
 AB8514  ELLP ORDER  -  FOURTH    CLASS I
 AB8514
 AB8514.The horizontal coordinates were established by GPS observations
 AB8514.and adjusted by the National Geodetic Survey in January 2003..
 AB8514
 AB8514.The orthometric height was determined by GPS observations and a
 AB8514.high-resolution geoid model.
 AB8514
 AB8514.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8514
 AB8514.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8514
 AB8514.The ellipsoidal height was determined by GPS observations
 AB8514.and is referenced to NAD 83.
 AB8514
 AB8514.The geoid height was determined by GEOID03.
 AB8514
 AB8514;                    North         East     Units Scale Factor Converg.
 AB8514;SPC WI N     -    93,705.278   423,010.171   MT  0.99995031   -1 38 53.2
 AB8514;SPC WI N     -   307,431.40  1,387,825.87   sFT  0.99995031   -1 38 53.2
 AB8514;UTM  15      - 5,092,836.397   555,399.644   MT  0.99963773   +0 30 52.0
 AB8514
 AB8514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8514!SPC WI N     -   0.99995719  x   0.99995031  =   0.99990750
 AB8514!UTM  15      -   0.99995719  x   0.99963773  =   0.99959494
 AB8514
 AB8514                          SUPERSEDED SURVEY CONTROL
 AB8514
 AB8514  NAD 83(1991)-  45 59 12.70024(N)    092 17 04.95350(W) AD(       ) 1
 AB8514  ELLIP H (12/09/96)  273.12   (m)                       GP(       ) 4 1
 AB8514
 AB8514.Superseded values are not recommended for survey control.
 AB8514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8514.See file dsdata.txt to determine how the superseded data were derived.
 AB8514
 AB8514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL5540092836(NAD 83)
 AB8514_MARKER: DD = SURVEY DISK
 AB8514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8514_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8514+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB8514
 AB8514  HISTORY     - Date     Condition        Report By
 AB8514  HISTORY     - 1993     MONUMENTED       WI-013
 AB8514
 AB8514                          STATION DESCRIPTION
 AB8514
 AB8514'DESCRIBED BY BURNETT COUNTY WISCONSIN 1993
 AB8514'THE STATION IS LOCATED 6.5 KM (4.05 MI) SOUTHEAST OF THE VILLAGE OF
 AB8514'DANBURY (WHERE STATE TRUNK HIGHWAY 77 AND STATE TRUNK HIGHWAY 35
 AB8514'INTERSECT) , 13.3 KM (8.25 MI) NORTHEAST OF THE VILLAGE OF WEBSTER IN
 AB8514'THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER, SECTION 31, T41N,
 AB8514'R15W, TOWN OF SWISS.  TO REACH THE STATION FROM THE VILLAGE OF WEBSTER
 AB8514'(WHERE STATE TRUNK HIGHWAY 35 AND COUNTY ROAD FF MEET) GO NORTH ALONG
 AB8514'STATE TRUNK HIGHWAY 35 2.0 KM (1.25 MI) TO COUNTY ROAD A, GO EAST
 AB8514'ALONG COUNTY ROAD A 6.4 KM (3.95 MI) TO COUNTY ROAD T, GO NORTH ALONG
 AB8514'COUNTY ROAD T 5.6 KM (3.45 MI) TO COUNTY ROAD C, GO EAST ALONG COUNTY
 AB8514'ROAD C .75 KM (0.45 MI) TO SWEGER ROAD, TURN LEFT (NORTH) ON SWEGER
 AB8514'ROAD AND GO ABOUT 2.7 KM (1.65 MI) TO THE INTERSECTION OF SWEGER,
 AB8514'BRIGGS LAKE AND MAIL ROADS, CONTINUE NORTH ON BRIGGS LAKE ROAD 1.43 KM
 AB8514'(0.90 MI) TO THE STATION LOCATED 100 FEET (30.5 M) EAST OF BRIGGS LAKE
 AB8514'ROAD, 185 M (607.0 FT) SOUTH OF CURVE IN ROAD.  THE STATION IS LOCATED
 AB8514'IN A CLEARING SUITABLE FOR GPS OBSERVATIONS.  FIBERGLASS WITNESS POST
 AB8514'SET ALONG WEST SIDE OF STATION.  THE STATION MARKER IS SET IN A 30 CM
 AB8514'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0505 ***********************************************************************
 QN0505  DESIGNATION -  LUGERVILLE
 QN0505  PID         -  QN0505
 QN0505  STATE/COUNTY-  WI/PRICE
 QN0505  USGS QUAD   -  LUGERVILLE (1981)
 QN0505
 QN0505                         *CURRENT SURVEY CONTROL
 QN0505  ___________________________________________________________________
 QN0505* NAD 83(1991)-  45 46 49.64109(N)    090 31 16.48305(W)     ADJUSTED  
 QN0505* NAVD 88     -       452.39   (+/-2cm)    1484.2    (feet)  VERTCON   
 QN0505  ___________________________________________________________________
 QN0505  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 QN0505  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 QN0505
 QN0505  HORZ ORDER  -  SECOND
 QN0505  VERT ORDER  -  THIRD ? (See Below)
 QN0505
 QN0505.The horizontal coordinates were established by classical geodetic methods
 QN0505.and adjusted by the National Geodetic Survey in November 1991..
 QN0505
 QN0505.The NAVD 88 height was computed by applying the VERTCON shift value to
 QN0505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QN0505.The vertical order pertains to the NGVD 29 superseded value.
 QN0505
 QN0505.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0505
 QN0505.The geoid height was determined by GEOID03.
 QN0505
 QN0505;                    North         East     Units Scale Factor Converg.
 QN0505;SPC WI N     -    68,351.736   559,464.810   MT  0.99996807   -0 22 33.6
 QN0505;SPC WI N     -   224,250.65  1,835,510.80   sFT  0.99996807   -0 22 33.6
 QN0505;UTM  15      - 5,072,643.233   692,691.848   MT  1.00005650   +1 46 37.2
 QN0505
 QN0505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0505!SPC WI N     -   0.99993388  x   0.99996807  =   0.99990195
 QN0505!UTM  15      -   0.99993388  x   1.00005650  =   0.99999038
 QN0505
 QN0505|---------------------------------------------------------------------|
 QN0505| PID    Reference Object                     Distance      Geod. Az  |
 QN0505|                                                           dddmmss.s |
 QN0505| CJ5678 LUGERVILLE RM 2                                    05845     |
 QN0505| CJ5676 LUGERVILLE AZ MK                                   1194105.2 |
 QN0505| QN0459 PHILLIPS MUNICIPAL TANK             APPROX.14.9 KM 1363508.2 |
 QN0505| QN0506 LUGERVILLE TOWER                     17.734 METERS 16536     |
 QN0505|---------------------------------------------------------------------|
 QN0505
 QN0505                          SUPERSEDED SURVEY CONTROL
 QN0505
 QN0505  NAD 83(1986)-  45 46 49.63626(N)    090 31 16.47794(W) AD(       ) 2
 QN0505  NAD 27      -  45 46 49.78200(N)    090 31 15.92400(W) AD(       ) 2
 QN0505  NGVD 29 (07/19/86)  452.38   (m)         1484.2    (f) LEVELING    3  
 QN0505
 QN0505.Superseded values are not recommended for survey control.
 QN0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0505.See file dsdata.txt to determine how the superseded data were derived.
 QN0505
 QN0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL9269272643(NAD 83)
 QN0505_MARKER: DS = TRIANGULATION STATION DISK
 QN0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0505
 QN0505  HISTORY     - Date     Condition        Report By
 QN0505  HISTORY     - 1952     MONUMENTED       CGS
 QN0505  HISTORY     - 1966     GOOD             USGS
 QN0505  HISTORY     - 19940529 MARK NOT FOUND   USPSQD
 QN0505
 QN0505                          STATION DESCRIPTION
 QN0505
 QN0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QN0505'THE STATION IS LOCATED ABOUT 9.0 MILES SOUTHWEST OF FIFIELD,
 QN0505'8 MILES NORTHWEST OF PHILLIPS, 1.0 MILE NORTHWEST OF THE VILLAGE
 QN0505'OF LUGERVILLE, AT THE SIGHT OF THE LUGERVILLE LOOKOUT TOWER.  IT
 QN0505'IS ON LAND OWNED BY MR. EDWARD TROJAK.
 QN0505'
 QN0505'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 13
 QN0505'AND 70 IN FIFIELD, GO WEST ON HIGHWAY 70 FOR 7.0 MILES TO
 QN0505'JUNCTION WITH COUNTY TRUNK ROAD F, TURN LEFT, SOUTH AND GO 6.0
 QN0505'MILES ON COUNTY F TO THE LOOKOUT TOWER AND STATION SITE
 QN0505'ON LEFT.
 QN0505'
 QN0505'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 QN0505'PROJECTING 8 INCHES.  IT IS 47 FEET NORTH OF THE NORTHWEST LEG
 QN0505'OF THE LOOKOUT TOWER, 17.3 FEET NORTH OF AN EAST-WEST FENCE
 QN0505'LINE, 4 FEET WEST OF A WITNESS POST AND 2 FEET WEST OF A
 QN0505'NORTH-SOUTH FENCE LINE.  IT IS STAMPED LUGERVILLE 1952.
 QN0505'
 QN0505'REFERENCE MARK NO. 1 IS A STANDARD DISK SET FLUSH IN A BOULDER.
 QN0505'IT IS STAMPED LUGERVILLE NO 1 1952.
 QN0505'
 QN0505'LUGERVILLE TOWER (USGS) IS A STANDARD U.S. GEOLOGICAL SURVEY
 QN0505'BENCH MARK SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE.
 QN0505'IT IS LOCATED IN THE CENTER OF THE BASE OF THE LUGERVILLE LOOKOUT
 QN0505'TOWER AND IS STAMPED LUGERVILLE TOWER 1934.
 QN0505'
 QN0505'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 QN0505'POST PROJECTING 4 INCHES.  IT IS ABOUT 0.2 MILE WEST OF THE
 QN0505'TOWN HALL IN LUGERVILLE, 32 FEET SOUTH OF THE CENTERLINE OF
 QN0505'COUNTY TRUNK ROAD F, 21 FEET EAST OF THE CENTER OF A GATE, 4
 QN0505'FEET EAST OF A WITNESS POST AND 3 FEET NORTH OF AN EAST-WEST
 QN0505'FENCE LINE.  IT IS STAMPED LUGERVILLE 1952.
 QN0505'
 QN0505'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST AND SOUTH
 QN0505'ON COUNTY TRUNK ROAD F FOR 1.0 MILE TO THE MARK ON RIGHT AS
 QN0505'DESCRIBED ABOVE.
 QN0505'
 QN0505'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 QN0505
 QN0505                          STATION RECOVERY (1966)
 QN0505
 QN0505'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966 (FDR)
 QN0505'ABOUT 1.0 MI. (AIRLINE) NW. OF LUGERVILLE.  T. 38 N., R. 1 W.,
 QN0505'ABOUT 0.05 MI. E. OF 1/4 COR. BETWEEN SECS. 8 AND 17.  58.3 FT.
 QN0505'NNW. OF USGS TRI. STA. LUGERVILLE TOWER 1934 1488.  47.1 FT.
 QN0505'N. OF NW. LEG OF TOWER.  20.9 FT. NE. OF NW. COR. OF FENCE POST,
 QN0505'IN TOP OF CONC. POST SET 12 INCHES BELOW GROUND.  STANDARD USC
 QN0505'AND GS TRI. STA. DISK STAMPED LUGERVILLE 1952, PAINTED
 QN0505'TRIANGULATION 1484/2.
 QN0505
 QN0505                          STATION RECOVERY (1994)
 QN0505
 QN0505'RECOVERY NOTE BY US POWER SQUADRON 1994
 QN0505'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0506 ***********************************************************************
 QN0506  DESIGNATION -  LUGERVILLE TOWER
 QN0506  PID         -  QN0506
 QN0506  STATE/COUNTY-  WI/PRICE
 QN0506  USGS QUAD   -  LUGERVILLE (1981)
 QN0506
 QN0506                         *CURRENT SURVEY CONTROL
 QN0506  ___________________________________________________________________
 QN0506* NAD 83(1991)-  45 46 49.08476(N)    090 31 16.27879(W)     ADJUSTED  
 QN0506* NAVD 88     -       453.50   (+/-2cm)    1487.9    (feet)  VERTCON   
 QN0506  ___________________________________________________________________
 QN0506  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 QN0506  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 QN0506
 QN0506  HORZ ORDER  -  THIRD
 QN0506  VERT ORDER  -  THIRD ? (See Below)
 QN0506
 QN0506.The horizontal coordinates were established by classical geodetic methods
 QN0506.and adjusted by the National Geodetic Survey in November 1991..
 QN0506
 QN0506.The NAVD 88 height was computed by applying the VERTCON shift value to
 QN0506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QN0506.The vertical order pertains to the NGVD 29 superseded value.
 QN0506
 QN0506.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0506
 QN0506.The geoid height was determined by GEOID03.
 QN0506
 QN0506;                    North         East     Units Scale Factor Converg.
 QN0506;SPC WI N     -    68,334.532   559,469.110   MT  0.99996808   -0 22 33.5
 QN0506;SPC WI N     -   224,194.21  1,835,524.91   sFT  0.99996808   -0 22 33.5
 QN0506;UTM  15      - 5,072,626.201   692,696.791   MT  1.00005652   +1 46 37.3
 QN0506
 QN0506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0506!SPC WI N     -   0.99993371  x   0.99996808  =   0.99990179
 QN0506!UTM  15      -   0.99993371  x   1.00005652  =   0.99999023
 QN0506
 QN0506                          SUPERSEDED SURVEY CONTROL
 QN0506
 QN0506  NAD 83(1986)-  45 46 49.07993(N)    090 31 16.27368(W) AD(       ) 4
 QN0506  NAD 27      -  45 46 49.22600(N)    090 31 15.72000(W) AD(       ) 3
 QN0506  NGVD 29 (07/19/86)  453.48   (m)         1487.8    (f) LEVELING    3  
 QN0506
 QN0506.Superseded values are not recommended for survey control.
 QN0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0506.See file dsdata.txt to determine how the superseded data were derived.
 QN0506
 QN0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL9269772626(NAD 83)
 QN0506_MARKER: DD = SURVEY DISK
 QN0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0506_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QN0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0506+STABILITY: SURFACE MOTION
 QN0506
 QN0506  HISTORY     - Date     Condition        Report By
 QN0506  HISTORY     - 1934     MONUMENTED       USGS
 QN0506  HISTORY     - 1952     GOOD             USGS
 QN0506
 QN0506                          STATION DESCRIPTION
 QN0506
 QN0506'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (LFW)
 QN0506'THE STATION IS LOCATED ABOUT 9.0 MILES SOUTHWEST OF FIFIELD,
 QN0506'8.0 MILES NORTHWEST OF PHILLIPS, 1.0 MILE NORTHWEST OF THE VILLAGE
 QN0506'OF LUGERVILLE, AT THE CENTER OF THE BASE OF THE LUGERVILLE LOOKOUT
 QN0506'TOWER.
 QN0506'
 QN0506'THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK SET IN
 QN0506'A SQUARE CONCRETE POST FLUSH WITH THE SURFACE.  IT IS STAMPED
 QN0506'LUGERVILLE TOWER 1934.
 QN0506'
 QN0506'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 QN0506'LUGERVILLE BY BOTH DISTANCE AND DIRECTION, THE DISTANCE BEING
 QN0506'58.18 FT. (17.734 METERS).
 QN0506'
 QN0506'THE LUGERVILLE LOOKOUT TOWER IS A FOUR LEGGED LADDER TYPE STEEL
 QN0506'STRUCTURE WITH A GLASS ENCLOSED OBSERVATION CAB.  IT IS 110 FEET
 QN0506'HIGH AND IS A WISCONSIN CONSERVATION DEPARTMENT TOWER ON LAND
 QN0506'OWNED BY THE STATE OF WISCONSIN.
 QN0506'
 QN0506'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 QN0506'LUGERVILLE BY BOTH DISTANCE AND DIRECTION, THE DISTANCE BEING
 QN0506'58.18 FEET (17.734 METERS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0584 ***********************************************************************
 PO0584  DESIGNATION -  LUND
 PO0584  PID         -  PO0584
 PO0584  STATE/COUNTY-  WI/MONROE
 PO0584  USGS QUAD   -  SHAMROCK (1983)
 PO0584
 PO0584                         *CURRENT SURVEY CONTROL
 PO0584  ___________________________________________________________________
 PO0584* NAD 83(1991)-  44 08 42.81618(N)    090 47 05.00743(W)     ADJUSTED  
 PO0584* NAVD 88     -       364.6    (meters)    1196.     (feet)  VERTCON   
 PO0584  ___________________________________________________________________
 PO0584  LAPLACE CORR-          -8.75  (seconds)                    DEFLEC99
 PO0584  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 PO0584
 PO0584  HORZ ORDER  -  SECOND
 PO0584
 PO0584.The horizontal coordinates were established by classical geodetic methods
 PO0584.and adjusted by the National Geodetic Survey in March 1999..
 PO0584
 PO0584.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0584
 PO0584.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0584
 PO0584.The geoid height was determined by GEOID03.
 PO0584
 PO0584;                    North         East     Units Scale Factor Converg.
 PO0584;SPC WI S     -   238,619.211   537,213.844   MT  1.00001691   -0 32 21.1
 PO0584;SPC WI S     -   782,869.86  1,762,509.09   sFT  1.00001691   -0 32 21.1
 PO0584;SPC WI C     -    34,960.585   537,213.609   MT  1.00002146   -0 33 13.3
 PO0584;SPC WI C     -   114,699.85  1,762,508.32   sFT  1.00002146   -0 33 13.3
 PO0584;UTM  15      - 4,890,389.205   677,175.350   MT  0.99998608   +1 32 35.9
 PO0584
 PO0584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0584!SPC WI S     -   0.99994804  x   1.00001691  =   0.99996495
 PO0584!SPC WI C     -   0.99994804  x   1.00002146  =   0.99996950
 PO0584!UTM  15      -   0.99994804  x   0.99998608  =   0.99993412
 PO0584
 PO0584|---------------------------------------------------------------------|
 PO0584| PID    Reference Object                     Distance      Geod. Az  |
 PO0584|                                                           dddmmss.s |
 PO0584| CJ5681 LUND RM 2                            23.256 METERS 00645     |
 PO0584| PO0583 OAK RIDGE LOT                       APPROX. 9.1 KM 0330831.7 |
 PO0584| CJ5680 LUND RM 1                            58.040 METERS 28806     |
 PO0584|---------------------------------------------------------------------|
 PO0584
 PO0584                          SUPERSEDED SURVEY CONTROL
 PO0584
 PO0584  NAD 83(1991)-  44 08 42.81579(N)    090 47 05.00721(W) AD(       ) 2
 PO0584  NAD 83(1986)-  44 08 42.81267(N)    090 47 05.01454(W) AD(       ) 2
 PO0584  NAD 27      -  44 08 42.95173(N)    090 47 04.51150(W) AD(       ) 2
 PO0584  NGVD 29 (07/19/86)  364.6    (m)         1196.     (f) VERT ANG       
 PO0584
 PO0584.Superseded values are not recommended for survey control.
 PO0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0584.See file dsdata.txt to determine how the superseded data were derived.
 PO0584
 PO0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ7717590389(NAD 83)
 PO0584_MARKER: DD = SURVEY DISK
 PO0584_SETTING: 0 = UNSPECIFIED SETTING
 PO0584
 PO0584  HISTORY     - Date     Condition        Report By
 PO0584  HISTORY     - 1967     MONUMENTED       USGS
 PO0584
 PO0584                          STATION DESCRIPTION
 PO0584
 PO0584'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (DLH)
 PO0584'THE STATION IS 10.0 MI S. AND 3.5 MI E. OF BLACK RIVER FALLS, ON
 PO0584'THE CREST OF AN E.-W. RIDGE, NEAR THE S. RIM OF A SHALE PIT,
 PO0584'ON LAND OWNED BY MR. LEO L. LUND, IN THE SW. QUARTER OF SEC. 6,
 PO0584'T. 19 N., R. 3 W.
 PO0584'
 PO0584'TO REACH THE STATION FROM BLACK RIVER FALLS POST OFFICE, GO ONE
 PO0584'BLOCK E. AND ONE BLOCK N. TO JCT. U.S. HWY. 12 AND WISC. HWY. 27,
 PO0584'TURN RIGHT AND GO 0.7 MI, LEAVE U.S. HWY. 12, GO S. ON WISC. 27
 PO0584'FOR 8.0 MI, TURN LEFT AND GO 0.7 MI ON COUNTY RD. O, TURN RIGHT ON
 PO0584'COUNTY RD. S, GO 1.8 MI, TURN LEFT ON PRIVATE RD. E., GO 0.9 MI
 PO0584'TO A SHALE PIT.  WALK SW. TO THE CREST OF THE HILL AND THE
 PO0584'STATION.
 PO0584'
 PO0584'THE STATION AND REFERENCE MARKS ARE STANDARD TABLETS CRIMPED ON
 PO0584'COPPER WELD RODS DRIVEN 6 FT TO REFUSAL IN BEDROCK, SET IN 6
 PO0584'IN. DIAMETER TILE FILLED WITH GRAVEL.  ALL MARKS ARE STAMPED LUND
 PO0584'1967.
 PO0584'
 PO0584'THE STATION IS ON THE CREST OF THE HILL, IN A CULTIVATED FIELD,
 PO0584'(195.82 FT) E. OF A 12 IN. DIAMETER OAK TREE, 39.92 FT S. OF A
 PO0584'6 IN. DIAMETER PLUM TREE, SET 12 IN. BELOW GROUND SURFACE.
 PO0584'
 PO0584'REFERENCE MARK NO. 1 IS 58.040 M. (190.42 FT.) W. OF THE
 PO0584'STATION, 5.40 FT E. OF A 12 IN. DIAMETER OAK TREE, AND 1 FT
 PO0584'E. OF A METAL WITNESS POST.
 PO0584'
 PO0584'REFERENCE MARK NO. 2 IS 23.256 M. (76.30 FT.) N. OF THE STATION,
 PO0584'5.45 FT SW. OF A 6 IN. DIAMETER MAPLE TREE, AND 1.45 FT S. OF A
 PO0584'METAL WITNESS POST.
 PO0584'
 PO0584'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP2193 ***********************************************************************
 PP2193  DESIGNATION -  LUND LUTHERAN CHURCH SPIRE
 PP2193  PID         -  PP2193
 PP2193  STATE/COUNTY-  WI/PEPIN
 PP2193  USGS QUAD   -  NERIKE HILL (1972)
 PP2193
 PP2193                         *CURRENT SURVEY CONTROL
 PP2193  ___________________________________________________________________
 PP2193* NAD 83(1991)-  44 32 09.37076(N)    092 12 33.75478(W)     ADJUSTED  
 PP2193* NAVD 88     -                                                        
 PP2193  ___________________________________________________________________
 PP2193  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 PP2193  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 PP2193
 PP2193  HORZ ORDER  -  THIRD
 PP2193
 PP2193.The horizontal coordinates were established by classical geodetic methods
 PP2193.and adjusted by the National Geodetic Survey in March 1999..
 PP2193
 PP2193
 PP2193.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP2193
 PP2193.The geoid height was determined by GEOID03.
 PP2193
 PP2193;                    North         East     Units Scale Factor Converg.
 PP2193;SPC WI C     -    80,460.447   424,426.230   MT  0.99995824   -1 33 32.0
 PP2193;SPC WI C     -   263,977.32  1,392,471.72   sFT  0.99995824   -1 33 32.0
 PP2193;SPC MN S     -   272,218.599   942,297.564   MT  0.99992222   +1 15 18.4
 PP2193;UTM  15      - 4,931,704.879   562,814.219   MT  0.99964852   +0 33 16.3
 PP2193
 PP2193                          SUPERSEDED SURVEY CONTROL
 PP2193
 PP2193  NAD 83(1991)-  44 32 09.36212(N)    092 12 33.75456(W) AD(       ) 4
 PP2193  NAD 83(1986)-  44 32 09.36109(N)    092 12 33.75713(W) AD(       ) 4
 PP2193  NAD 27      -  44 32 09.48200(N)    092 12 33.12600(W) AD(       ) 3
 PP2193
 PP2193.Superseded values are not recommended for survey control.
 PP2193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2193.See file dsdata.txt to determine how the superseded data were derived.
 PP2193
 PP2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK6281431705(NAD 83)
 PP2193_MARKER: 90 = CHURCH SPIRE
 PP2193
 PP2193  HISTORY     - Date     Condition        Report By
 PP2193  HISTORY     - 1931     FIRST OBSERVED   CGS
 PP2193
 PP2193                          STATION DESCRIPTION
 PP2193
 PP2193'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB8462 ***********************************************************************
 AB8462  DESIGNATION -  LUNDQUIST
 AB8462  PID         -  AB8462
 AB8462  STATE/COUNTY-  WI/BURNETT
 AB8462  USGS QUAD   -  FALUN (1982)
 AB8462
 AB8462                         *CURRENT SURVEY CONTROL
 AB8462  ___________________________________________________________________
 AB8462* NAD 83(1997)-  45 49 10.68283(N)    092 36 31.86649(W)     ADJUSTED  
 AB8462* NAVD 88     -       285.1    (meters)     935.     (feet)  GPS OBS   
 AB8462  ___________________________________________________________________
 AB8462  X           -    -202,684.047 (meters)                     COMP
 AB8462  Y           -  -4,448,284.037 (meters)                     COMP
 AB8462  Z           -   4,551,483.923 (meters)                     COMP
 AB8462  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 AB8462  ELLIP HEIGHT-         258.36  (meters)          (01/30/03) GPS OBS
 AB8462  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 AB8462
 AB8462  HORZ ORDER  -  FIRST
 AB8462  ELLP ORDER  -  FOURTH    CLASS I
 AB8462
 AB8462.The horizontal coordinates were established by GPS observations
 AB8462.and adjusted by the National Geodetic Survey in January 2003..
 AB8462
 AB8462.The orthometric height was determined by GPS observations and a
 AB8462.high-resolution geoid model.
 AB8462
 AB8462.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8462
 AB8462.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8462
 AB8462.The ellipsoidal height was determined by GPS observations
 AB8462.and is referenced to NAD 83.
 AB8462
 AB8462.The geoid height was determined by GEOID03.
 AB8462
 AB8462;                    North         East     Units Scale Factor Converg.
 AB8462;SPC WI N     -    75,902.438   397,297.910   MT  0.99996371   -1 52 55.0
 AB8462;SPC WI N     -   249,023.25  1,303,468.23   sFT  0.99996371   -1 52 55.0
 AB8462;UTM  15      - 5,074,082.306   530,385.764   MT  0.99961135   +0 16 49.8
 AB8462
 AB8462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8462!SPC WI N     -   0.99995950  x   0.99996371  =   0.99992321
 AB8462!UTM  15      -   0.99995950  x   0.99961135  =   0.99957086
 AB8462
 AB8462                          SUPERSEDED SURVEY CONTROL
 AB8462
 AB8462  NAD 83(1991)-  45 49 10.68262(N)    092 36 31.86457(W) AD(       ) 1
 AB8462  ELLIP H (12/09/96)  258.40   (m)                       GP(       ) 4 1
 AB8462
 AB8462.Superseded values are not recommended for survey control.
 AB8462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8462.See file dsdata.txt to determine how the superseded data were derived.
 AB8462
 AB8462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL3038674082(NAD 83)
 AB8462_MARKER: DD = SURVEY DISK
 AB8462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8462_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8462+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB8462
 AB8462  HISTORY     - Date     Condition        Report By
 AB8462  HISTORY     - 1993     MONUMENTED       WI-013
 AB8462
 AB8462                          STATION DESCRIPTION
 AB8462
 AB8462'DESCRIBED BY BURNETT COUNTY WISCONSIN 1993
 AB8462'THE STATION IS LOCATED 18.1 KM (11.25 MI) NORTHWEST OF THE VILLAGE OF
 AB8462'SIREN, WISCONSIN, (WHERE STATE TRUNK HIGHWAY 70 (FROM WEST) , STATE
 AB8462'TRUNK HIGHWAY 35 AND COUNTY ROAD B INTERSECT) , 7.7 KM (4.80 MI)
 AB8462'NORTHEAST OF THE VILLAGE OF GRANTSBURG, WISCONSIN, IN THE NORTHWEST
 AB8462'QUARTER OF THE SOUTHWEST QUARTER, SECTION 33, T39N, R18W, TOWN OF WEST
 AB8462'MARSHLAND.  TO REACH THE STATION FROM THE VILLAGE OF GRANTSBURG,
 AB8462'WISCONSIN (WHERE STATE HIGHWAY 70 AND STATE HIGHWAY 48/87 JUNCTION) GO
 AB8462'NORTH ON PINE STREET .68 KM (0.40 MI) TO MADISON AVENUE (A.K.A. MAIN
 AB8462'STREET) , GO WEST ALONG MADISON AVENUE .16 KM (0.10 MI) TO OAK STREET,
 AB8462'GO NORTH (RIGHT) ALONG OAK STREET .95 KM (0.60 MI) TO BENSON AVENUE,
 AB8462'GO EAST (RIGHT) ALONG BENSON AVENUE .16 KM (0.10 MI) TO COUNTY ROAD D,
 AB8462'GO NORTH ALONG COUNTY ROAD D .80 KM (0.50 MI) TO WHERE COUNTY ROAD D
 AB8462'TURNS EAST (RIGHT) , GO EAST ALONG COUNTY ROAD D 6.7 KM (4.15 MI) TO
 AB8462'EAST REFUGE ROAD, GO NORTH ALONG EAST REFUGE ROAD 1.2 KM (0.75 MI) TO
 AB8462'LUNDQUIST ROAD, GO RIGHT (EAST) ALONG LUNDQUIST ROAD 315 FEET (96.0 M)
 AB8462'TO STATION LOCATED IN A FIELD 50 FEET (15.2 M) NORTH OF THE ROAD.
 AB8462'THIS STATION IS LOCATED ON WISCONSIN DEPARTMENT OF NATURAL RESOURCES
 AB8462'LAND.  FIBERGLASS WITNESS POST SET 3 FEET (0.9 M) SOUTH OF THE
 AB8462'STATION.  THE STATION MARKER IS SET IN A 30 CM ROUND CONCRETE MONUMENT
 AB8462'12 CM BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0549 ***********************************************************************
 PO0549  DESIGNATION -  LUTHER
 PO0549  PID         -  PO0549
 PO0549  STATE/COUNTY-  WI/CLARK
 PO0549  USGS QUAD   -  RIPLINGER (1981)
 PO0549
 PO0549                         *CURRENT SURVEY CONTROL
 PO0549  ___________________________________________________________________
 PO0549* NAD 83(1991)-  44 47 57.17324(N)    090 26 15.68553(W)     ADJUSTED  
 PO0549* NAVD 88     -       407.     (meters)    1335.     (feet)  SCALED    
 PO0549  ___________________________________________________________________
 PO0549  LAPLACE CORR-          -5.81  (seconds)                    DEFLEC99
 PO0549  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 PO0549
 PO0549  HORZ ORDER  -  FIRST
 PO0549
 PO0549.The horizontal coordinates were established by classical geodetic methods
 PO0549.and adjusted by the National Geodetic Survey in November 1991..
 PO0549
 PO0549.The orthometric height was scaled from a topographic map.
 PO0549
 PO0549.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0549
 PO0549.The geoid height was determined by GEOID03.
 PO0549
 PO0549;                    North         East     Units Scale Factor Converg.
 PO0549;SPC WI C     -   107,420.525   565,371.368   MT  0.99994160   -0 18 31.8
 PO0549;SPC WI C     -   352,428.84  1,854,889.23   sFT  0.99994160   -0 18 31.8
 PO0549;UTM  15      - 4,963,840.122   702,653.834   MT  1.00010504   +1 48 21.9
 PO0549
 PO0549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0549!SPC WI C     -   0.99994136  x   0.99994160  =   0.99988296
 PO0549!UTM  15      -   0.99994136  x   1.00010504  =   1.00004639
 PO0549
 PO0549|---------------------------------------------------------------------|
 PO0549| PID    Reference Object                     Distance      Geod. Az  |
 PO0549|                                                           dddmmss.s |
 PO0549| CJ5683 LUTHER RM 1                          21.473 METERS 04656     |
 PO0549| PO0542 LOYAL MUNICIPAL TANK                APPROX. 8.6 KM 2123918.3 |
 PO0549| PO0541 LOYAL LAKESHIRE CHEESE CO STK       APPROX. 8.2 KM 2125623.2 |
 PO0549| CJ5684 LUTHER RM 2                          31.169 METERS 29833     |
 PO0549| CJ5682 LUTHER AZ MK                                       3133116.0 |
 PO0549|---------------------------------------------------------------------|
 PO0549
 PO0549                          SUPERSEDED SURVEY CONTROL
 PO0549
 PO0549  NAD 83(1986)-  44 47 57.17089(N)    090 26 15.69232(W) AD(       ) 1
 PO0549  NAD 27      -  44 47 57.30200(N)    090 26 15.18600(W) AD(       ) 1
 PO0549
 PO0549.Superseded values are not recommended for survey control.
 PO0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0549.See file dsdata.txt to determine how the superseded data were derived.
 PO0549
 PO0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK0265463840(NAD 83)
 PO0549_MARKER: DS = TRIANGULATION STATION DISK
 PO0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0549_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PO0549_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PO0549+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2002
 PO0549
 PO0549  HISTORY     - Date     Condition        Report By
 PO0549  HISTORY     - 1934     MONUMENTED       CGS
 PO0549  HISTORY     - 1939     GOOD             CGS
 PO0549  HISTORY     - 1955     GOOD             USGS
 PO0549  HISTORY     - 20020921 GOOD             USPSQD
 PO0549  HISTORY     - 20041104 GOOD             USPSQD
 PO0549
 PO0549                          STATION DESCRIPTION
 PO0549
 PO0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 PO0549'THIS STATION IS ABOUT 5 MILES NORTHEAST OF LOYAL, ABOUT 7-1/2
 PO0549'MILES NORTHWEST OF SPENCER, ABOUT 2-1/2 MILES SOUTHWEST OF
 PO0549'RIPLINGER, IN THE NORTHEAST QUARTER SEC. 25, T. 27 N., R. 1 W.,
 PO0549'AND ABOUT 250 YARDS WEST OF THE FOURTH PRINCIPAL MERIDIAN,
 PO0549'ON LAND OWNED AND OCCUPIED BY JOHN LUTHER.  THE STATION IS
 PO0549'NEAR THE NORTHWEST CORNER OF THE YARD IN FRONT OF THE LUTHER
 PO0549'HOUSE, 28 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 12 FEET
 PO0549'EAST OF THE FENCE ON THE WEST SIDE OF THE YARD, AND 70 FEET
 PO0549'NORTHWEST OF THE NORTHWEST CORNER OF THE STONE FOUNDATION
 PO0549'OF A BURNED HOUSE IN FRONT OF A SMALL WHITE HOUSE.  THE MARK
 PO0549'IS FLUSH WITH THE SURFACE OF THE GROUND.
 PO0549'
 PO0549'TO REACH THE STATION FROM LOYAL FROM THE JUNCTION OF STATE
 PO0549'HIGHWAY 98 AND CLARK COUNTY HIGHWAY K, WHICH IS 0.1 MILE
 PO0549'SOUTH OF A RAILROAD CROSSING IN THE NORTH EDGE OF TOWN, GO
 PO0549'NORTH ON COUNTY HIGHWAY K FOR 4.1 MILS TO A T-ROAD RIGHT
 PO0549'(EAST) JUST BEFORE REACHED SUMMIT OF GRADE.  TURN RIGHT AND
 PO0549'FOLLOW DIRT ROAD EAST 2.85 MILES TO THE STATION IN FRONT OF
 PO0549'MR. LUTHERS HOUSE.
 PO0549'
 PO0549'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, 19 FEET
 PO0549'NORTH OF THE CENTER LINE OF THE ROAD, 1 FOOT NORTH OF THE
 PO0549'RIGHT-OF-WAY FENCE, 3 FEET WEST OF A A SMALL ELM TREE, AND
 PO0549'ABOUT 45 FEET WEST OF THE CENTER LINE OF THE DRIVE LEADING
 PO0549'TO THE LUTHER HOUSE.  THE MARK PROJECTS 4 INCHES.
 PO0549'
 PO0549'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, 19 FEET NORTH
 PO0549'OF THE CENTER LINE OF THE ROAD, 1 FOOT NORTH OF THE RIGHT-OF-WAY
 PO0549'FENCE, AND 32 FEET EAST OF A TELEPHONE POLE.  THE MARK PROJECTS
 PO0549'5 INCHES.
 PO0549'
 PO0549'THE AZIMUTH MARK IS 0.35 MILE WEST AND 0.35 MILE NORTH OF THE
 PO0549'STATION, AT THE SUMMIT OF A SLIGHT GRADE IN THE ROAD, ABOUT
 PO0549'150 FEET SOUTHEAST OF A HOUSE ON THE WEST SIDE OF THE ROAD,
 PO0549'25 FEET EAST OF THE CENTER LINE OF THE ROAD AND 1/2 FOOT EAST
 PO0549'OF THE RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 8 INCHES.
 PO0549'
 PO0549'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 PO0549'BRONZE DISKS SET IN CONCRETE POSTS.
 PO0549
 PO0549                          STATION RECOVERY (1939)
 PO0549
 PO0549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (SAD)
 PO0549'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 PO0549'AZIMUTH MARK WERE ALL FOUND.  THE FOLLOWING CHANGES ARE NOTED--
 PO0549'(1) MR. JOHN LUTHER HAS MOVED AWAY AND THE FARM IS NOW OCCUPIED
 PO0549'BY MR. LEO H. KRAMER.  (2) THE FENCE ON THE WEST SIDE OF THE YARD
 PO0549'HAS BEEN REMOVED.  THE STATION IS 19 FEET EAST OF THE CENTER
 PO0549'OF THE DRIVEWAY.  (3) A NEW HOUSE HAS BEEN BUILT, AND THE
 PO0549'STATION IS 69.8 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 PO0549'FOUNDATION.  IT IS 10 FEET FROM THE EDGE OF THE DITCH ALONG THE
 PO0549'ROAD, 16.4 FEET NORTHWEST OF AN OAK TREE AND 25.6 FEET
 PO0549'EAST-NORTHEAST OF AN ELM TREE.  (3) REFERENCE MARK NO. 1
 PO0549'STANDS IN THE EDGE OF THE DITCH ON THE NORTH SIDE OF THE
 PO0549'ROAD.  IT IS EXPOSED TO A DEPTH OF 22 INCHES ON THE SOUTH
 PO0549'SIDE AND 14 INCHES ON THE NORTH SIDE AND MAY HAVE INCLINED
 PO0549'SLIGHTLY TO THE SOUTH.  IT IS ABOUT 45 FEET EAST OF THE
 PO0549'CENTER LINE OF THE DRIVEWAY INSTEAD OF WEST AS STATED IN THE
 PO0549'DESCRIPTION.  THE SMALL ELM TREE 3 FEET EAST OF THE MARK
 PO0549'HAS BEEN REMOVED.  (5) REFERENCE MARK NO. 2, ALSO IN THE
 PO0549'EDGE OF THE DITCH ON NORTH SIDE OF THE ROAD, IS EXPOSED 18
 PO0549'INCHES ON THE SOUTH SIDE AND IS AS DESCRIBED ON THE NORTH
 PO0549'SIDE.  IT DOES NOT APPEAR TO HAVE MOVED.
 PO0549'
 PO0549'THIS STATION IS SUITABLE, MAGNETICALLY, FOR A REPEAT STATION,
 PO0549'BUT ON ACCOUNT OF THE GROWTH OF CORN IN FIELD JUST ACROSS THE
 PO0549'ROAD NORTH OF THE STATION THE AZIMUTH MARK CAN NOT BE SEEN.
 PO0549'ONLY THE TOP OF THE ROOF OF THE HOUSE 150 FEET BEYOND IT CAN BE
 PO0549'SEEN, THE HOUSE BEING ON SOMEWHAT BIGGER HIGHER GROUND THAN THE
 PO0549'AZIMUTH MARK.  THE REFERENCE MARKS ARE TOO CLOSE TO SERVE
 PO0549'AS AZIMUTH MARKS, AND NO OTHER BEARINGS ARE GIVEN IN THE
 PO0549'DESCRIPTION.
 PO0549
 PO0549                          STATION RECOVERY (1955)
 PO0549
 PO0549'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 PO0549'STATION RECOVERED IN GOOD CONDITION, EXCEPT THAT PLACE IS NOW
 PO0549'OWNED AND OCCUPIED BY MR. WALTER DRAKE, AND POST IS BURIED
 PO0549'IN HIS LAWN.  HE STATES THAT IT WAS NOT DISTURBED, JUST COVERED
 PO0549'OVER.  HE SAID ABOUT A FOOT, BUT I DO NOT THINK IT IS NEARLY
 PO0549'THAT DEEP.
 PO0549
 PO0549                          STATION RECOVERY (2002)
 PO0549
 PO0549'RECOVERY NOTE BY US POWER SQUADRON 2002 (DS)
 PO0549'STATION GOOD
 PO0549'REFERENCE MARK NO.1 IS MOVED AND LAYING ON GROUND, STILL IN CONCRETE
 PO0549'REFERENCE MARK NO.2 IS MOVED AND LAYING ON GROUND, STILL IN CONCRETE
 PO0549'AZIMUTH MARK - GOOD - NOW 18 INCHES OUT OF GROUND.
 PO0549' 
 PO0549' 
 PO0549
 PO0549                          STATION RECOVERY (2004)
 PO0549
 PO0549'RECOVERY NOTE BY US POWER SQUADRON 2004 (DS)
 PO0549'MR. PRIOR NOW OWNS HOUSE AND IS ON THE SOUTH SIDE OF THE ROAD.
 PO0549'REFERENCE MARK 1 AND 2 ARE ON THE NORTH SIDE OF THE ROAD IN THE DITCH.
 PO0549'AZIMUTH MARK IS ON OAK GROVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0525 ***********************************************************************
 PM0525  DESIGNATION -  LUXEMBURG
 PM0525  PID         -  PM0525
 PM0525  STATE/COUNTY-  WI/KEWAUNEE
 PM0525  USGS QUAD   -  LUXEMBURG (1978)
 PM0525
 PM0525                         *CURRENT SURVEY CONTROL
 PM0525  ___________________________________________________________________
 PM0525* NAD 83(1991)-  44 32 42.47380(N)    087 40 46.42233(W)     ADJUSTED  
 PM0525* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 PM0525  ___________________________________________________________________
 PM0525  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 PM0525  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 PM0525
 PM0525  HORZ ORDER  -  THIRD
 PM0525
 PM0525.The horizontal coordinates were established by classical geodetic methods
 PM0525.and adjusted by the National Geodetic Survey in November 1991..
 PM0525
 PM0525.The orthometric height was scaled from a topographic map.
 PM0525
 PM0525.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0525
 PM0525.The geoid height was determined by GEOID03.
 PM0525
 PM0525;                    North         East     Units Scale Factor Converg.
 PM0525;SPC WI C     -    81,727.957   784,368.052   MT  0.99995730   +1 38 14.1
 PM0525;SPC WI C     -   268,135.81  2,573,380.85   sFT  0.99995730   +1 38 14.1
 PM0525;UTM  16      - 4,932,646.875   446,018.039   MT  0.99963583   -0 28 36.1
 PM0525
 PM0525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0525!SPC WI C     -   0.99996507  x   0.99995730  =   0.99992238
 PM0525!UTM  16      -   0.99996507  x   0.99963583  =   0.99960092
 PM0525
 PM0525:                Primary Azimuth Mark                     Grid Az
 PM0525:SPC WI C     -  CASCO HOLY TRINITY CATH CH               078 32 45.6
 PM0525:UTM  16      -  CASCO HOLY TRINITY CATH CH               080 39 35.8
 PM0525
 PM0525|---------------------------------------------------------------------|
 PM0525| PID    Reference Object                     Distance      Geod. Az  |
 PM0525|                                                           dddmmss.s |
 PM0525| PM0521 CASCO HOLY TRINITY CATH CH          APPROX. 5.0 KM 0801059.7 |
 PM0525| CJ5686 LUXEMBURG RM 1                       10.338 METERS 09037     |
 PM0525| PM0526 LUXEMBURG ST MARYS CATH CH          APPROX. 2.4 KM 2310229.2 |
 PM0525| PM0527 LUXEMBURG MUNICIPAL TANK            APPROX. 1.8 KM 2550114.9 |
 PM0525| CJ5687 LUXEMBURG RM 2                       10.651 METERS 26936     |
 PM0525| CJ5685 LUXEMBURG AZ MK                                    3372219.6 |
 PM0525|---------------------------------------------------------------------|
 PM0525
 PM0525                          SUPERSEDED SURVEY CONTROL
 PM0525
 PM0525  NAD 83(1986)-  44 32 42.46523(N)    087 40 46.40962(W) AD(       ) 3
 PM0525  NAD 27      -  44 32 42.47800(N)    087 40 46.07800(W) AD(       ) 3
 PM0525
 PM0525.Superseded values are not recommended for survey control.
 PM0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0525.See file dsdata.txt to determine how the superseded data were derived.
 PM0525
 PM0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ4601832647(NAD 83)
 PM0525_MARKER: DS = TRIANGULATION STATION DISK
 PM0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0525
 PM0525  HISTORY     - Date     Condition        Report By
 PM0525  HISTORY     - 1953     MONUMENTED       CGS
 PM0525  HISTORY     - 20030525 MARK NOT FOUND   USPSQD
 PM0525
 PM0525                          STATION DESCRIPTION
 PM0525
 PM0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0525'STATION IS LOCATED ABOUT 3 MILES WEST OF CASCO, AND 1.2 MILES EAST OF
 PM0525'LUXEMBURG.  IT IS 21 FEET SOUTH OF THE CENTER OF A PAVED ROAD, 4
 PM0525'FEET NORTHWEST OF A WHITE WITNESS POST, AND 1 FOOT NORTH OF A FENCE
 PM0525'LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED LUXEMBURG 1953.
 PM0525'
 PM0525'REFERENCE MARK NO. 1 IS 21 FEET SOUTH OF THE CENTER OF A PAVED ROAD,
 PM0525'51 FEET SOUTHWEST OF A TELEPHONE POLE, AND 1 FOOT NORTH OF A FENCE
 PM0525'LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED LUXEMBURG NO 1
 PM0525'1953.
 PM0525'
 PM0525'REFERENCE MARK NO. 2 IS IN A FENCE LINE, 39 FEET EAST OF A POWER LINE
 PM0525'POLE AND 21 FEET SOUTH OF THE CENTER OF A PAVED ROAD.  THE MARK
 PM0525'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED LUXEMBURG NO 2
 PM0525'1953.
 PM0525'
 PM0525'AZIMUTH MARK IS ABOUT 0.15 MILE SOUTH OF THE INTERSECTION OF TWO
 PM0525'GRAVEL ROADS, IN A FENCE LINE, 23 FEET EAST OF THE CENTER OF A
 PM0525'GRAVEL ROAD, 7 FEET EAST OF A POWER LINE POLE, AND 2 FEET SOUTH OF A
 PM0525'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK
 PM0525'IS STAMPED LUXEMBURG 1953.
 PM0525'
 PM0525'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 54 AND
 PM0525'163 ON THE NORTH SIDE OF LUXEMBURG, GO EAST ON HIGHWAY 54 FOR 0.35
 PM0525'MILE TO A POINT WHERE HIGHWAY 54 CURVES OFF TO THE LEFT (NORTH).
 PM0525'CONTINUE STRAIGHT AHEAD AT THIS POINT ON TO A PAVED ROAD, AND GO
 PM0525'0.65 MILE EAST TO AN INTERSECTION WITH A GRAVEL ROAD.  CONTINUE
 PM0525'AHEAD EAST ON THE PAVED ROAD 0.2 MILE TO THE STATION ON THE RIGHT AS
 PM0525'DESCRIBED.
 PM0525'
 PM0525'TO REACH THE AZIMUTH MARK, RETURN 0.2 MILE WEST ON THE PAVED ROAD TO
 PM0525'THE INTERSECTION WITH THE GRAVEL ROAD.  TURN RIGHT ON TO THE GRAVEL
 PM0525'ROAD, AND GO 0.35 MILE NORTH TO THE AZIMUTH MARK ON THE RIGHT AS
 PM0525'DESCRIBED.
 PM0525'
 PM0525'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 PM0525
 PM0525                          STATION RECOVERY (2003)
 PM0525
 PM0525'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0525'STATION, RM1, RM2 AND AZ MARK WERE NOT FOUND.  NOTE-- THE PAVED ROAD
 PM0525'IS NAMED ROCKLEDGE ROAD AND THE GRAVEL ROAD IS NOW PAVED AND NAMED
 PM0525'VALLEY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0527 ***********************************************************************
 PM0527  DESIGNATION -  LUXEMBURG MUNICIPAL TANK
 PM0527  PID         -  PM0527
 PM0527  STATE/COUNTY-  WI/KEWAUNEE
 PM0527  USGS QUAD   -  LUXEMBURG (1978)
 PM0527
 PM0527                         *CURRENT SURVEY CONTROL
 PM0527  ___________________________________________________________________
 PM0527* NAD 83(1991)-  44 32 27.19932(N)    087 42 06.20416(W)     ADJUSTED  
 PM0527* NAVD 88     -                                                        
 PM0527  ___________________________________________________________________
 PM0527  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 PM0527  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 PM0527
 PM0527  HORZ ORDER  -  THIRD
 PM0527
 PM0527.The horizontal coordinates were established by classical geodetic methods
 PM0527.and adjusted by the National Geodetic Survey in November 1991..
 PM0527
 PM0527
 PM0527.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0527
 PM0527.The geoid height was determined by GEOID03.
 PM0527
 PM0527;                    North         East     Units Scale Factor Converg.
 PM0527;SPC WI C     -    81,206.605   782,621.037   MT  0.99995773   +1 37 17.8
 PM0527;SPC WI C     -   266,425.34  2,567,649.19   sFT  0.99995773   +1 37 17.8
 PM0527;UTM  16      - 4,932,190.465   444,253.548   MT  0.99963822   -0 29 32.0
 PM0527
 PM0527                          SUPERSEDED SURVEY CONTROL
 PM0527
 PM0527  NAD 83(1986)-  44 32 27.19068(N)    087 42 06.19145(W) AD(       ) 4
 PM0527  NAD 27      -  44 32 27.20400(N)    087 42 05.85900(W) AD(       ) 3
 PM0527
 PM0527.Superseded values are not recommended for survey control.
 PM0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0527.See file dsdata.txt to determine how the superseded data were derived.
 PM0527
 PM0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ4425432190(NAD 83)
 PM0527_MARKER: 53 = ELEVATED TANK
 PM0527
 PM0527  HISTORY     - Date     Condition        Report By
 PM0527  HISTORY     - 1953     FIRST OBSERVED   CGS
 PM0527  HISTORY     - 20021104 MARK NOT FOUND   USPSQD
 PM0527  HISTORY     - 20040304 MARK NOT FOUND   USPSQD
 PM0527
 PM0527                          STATION DESCRIPTION
 PM0527
 PM0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0527'THE STATION IS A KNOB ON TOP OF THE LUXEMBURG MUNICIPAL WATER TANK,
 PM0527'ON THE NORTHEAST SIDE OF LUXEMBURG.  THE WATER TANK IS LOCATED ABOUT
 PM0527'200 YARDS EAST OF STATE HIGHWAY 163, AND ABOUT 0.3 MILE SOUTH OF THE
 PM0527'INTERSECTION OF STATE HIGHWAYS 54 AND 163.  THE WATER TANK HAS
 PM0527'FOUR STEEL LEGS AND A CYLINDRICAL STEEL BODY WITH A HEMISPHERICAL
 PM0527'TOP AND BOTTOM.  THE TANK IS PAINTED SILVER, AND HAS LUXEMBURG
 PM0527'PAINTED IN LARGE BLACK CAPITAL LETTERS ON TWO SIDES.  THE
 PM0527'STRUCTURE IS ABOUT 150 FEET HIGH.
 PM0527
 PM0527                          STATION RECOVERY (2002)
 PM0527
 PM0527'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0527'THE WATER TANK WAS NOT RECOVERED.  IT WAS TORN DOWN AND REPLACED IN
 PM0527'1990 WITH A SPHEROID TANK AT THE SAME LOCATION.  IT IS LOCATED AT THE
 PM0527'SOUTHEAST CORNER OF MAPLE STREET AND COLLE STREET ONE BLOCK EAST OF
 PM0527'COUNTY HIGHWAY AB (FORMERLY STATE HIGHWAY 163).
 PM0527
 PM0527                          STATION RECOVERY (2004)
 PM0527
 PM0527'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0527'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0526 ***********************************************************************
 PM0526  DESIGNATION -  LUXEMBURG ST MARYS CATH CH
 PM0526  PID         -  PM0526
 PM0526  STATE/COUNTY-  WI/KEWAUNEE
 PM0526  USGS QUAD   -  LUXEMBURG (1978)
 PM0526
 PM0526                         *CURRENT SURVEY CONTROL
 PM0526  ___________________________________________________________________
 PM0526* NAD 83(1991)-  44 31 52.77445(N)    087 42 12.33405(W)     ADJUSTED  
 PM0526* NAVD 88     -                                                        
 PM0526  ___________________________________________________________________
 PM0526  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 PM0526  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 PM0526
 PM0526  HORZ ORDER  -  THIRD
 PM0526
 PM0526.The horizontal coordinates were established by classical geodetic methods
 PM0526.and adjusted by the National Geodetic Survey in November 1991..
 PM0526
 PM0526
 PM0526.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0526
 PM0526.The geoid height was determined by GEOID03.
 PM0526
 PM0526;                    North         East     Units Scale Factor Converg.
 PM0526;SPC WI C     -    80,140.640   782,515.820   MT  0.99995872   +1 37 13.5
 PM0526;SPC WI C     -   262,928.08  2,567,303.99   sFT  0.99995872   +1 37 13.5
 PM0526;UTM  16      - 4,931,129.445   444,109.132   MT  0.99963841   -0 29 36.0
 PM0526
 PM0526                          SUPERSEDED SURVEY CONTROL
 PM0526
 PM0526  NAD 83(1986)-  44 31 52.76565(N)    087 42 12.32143(W) AD(       ) 4
 PM0526  NAD 27      -  44 31 52.78300(N)    087 42 11.98400(W) AD(       ) 3
 PM0526
 PM0526.Superseded values are not recommended for survey control.
 PM0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0526.See file dsdata.txt to determine how the superseded data were derived.
 PM0526
 PM0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ4410931129(NAD 83)
 PM0526_MARKER: 91 = CHURCH CROSS
 PM0526
 PM0526  HISTORY     - Date     Condition        Report By
 PM0526  HISTORY     - 1953     FIRST OBSERVED   CGS
 PM0526  HISTORY     - 20021104 GOOD             USPSQD
 PM0526  HISTORY     - 20040304 GOOD             USPSQD
 PM0526
 PM0526                          STATION DESCRIPTION
 PM0526
 PM0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0526'THE STATION IS A CROSS ON TOP OF THE SPIRE OF ST. MARYS CATHOLIC
 PM0526'CHURCH, ON THE SOUTH SIDE OF LUXEMBURG.  THE CHURCH IS LOCATED ON
 PM0526'THE EAST SIDE OF STATE HIGHWAY 163, ABOUT 0.5 MILE SOUTH OF THE
 PM0526'RAILROAD CROSSING IN THE CENTER OF LUXEMBURG AND 0.95 MILE SOUTH OF
 PM0526'THE INTERSECTION OF STATE HIGHWAYS 54 AND 163.  THE CHURCH IS
 PM0526'CONSTRUCTED OF GREY STONE.  THE SPIRE IS COVERED WITH GREY SHINGLES,
 PM0526'AND RISES TO ABOUT 125 FEET ABOVE THE GROUND.  THE CROSS ON TOP IS
 PM0526'PAINTED GOLD.
 PM0526
 PM0526                          STATION RECOVERY (2002)
 PM0526
 PM0526'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0526'THE STATION WAS RECOVERED IN GOOD CONDITION. THE 1953 DESCRIPTION IS
 PM0526'CORRECT EXCEPT STATE HIGHWAY 163 HAS BEEN RENAMED COUNTH HIGHWAY AB.
 PM0526'IN 1988 AN ADDITION WAS MADE TO THE WEST FACE OF THE CHURCH TOWARD THE
 PM0526'ROAD, BUT THE STEEPLE DOES NOT APPEAR TO HAVE BEEN ALTERED.
 PM0526
 PM0526                          STATION RECOVERY (2004)
 PM0526
 PM0526'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0526'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1292 ***********************************************************************
 NH1292  DESIGNATION -  LYLA
 NH1292  PID         -  NH1292
 NH1292  STATE/COUNTY-  WI/WALWORTH
 NH1292  USGS QUAD   -  LIMA CENTER (1976)
 NH1292
 NH1292                         *CURRENT SURVEY CONTROL
 NH1292  ___________________________________________________________________
 NH1292* NAD 83(1991)-  42 49 38.27660(N)    088 45 35.09340(W)     ADJUSTED  
 NH1292* NAVD 88     -       270.289  (meters)     886.77   (feet)  ADJUSTED  
 NH1292  ___________________________________________________________________
 NH1292  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 NH1292  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 NH1292  DYNAMIC HT  -         270.217 (meters)     886.54  (feet)  COMP
 NH1292  MODELED GRAV-     980,346.1   (mgal)                       NAVD 88
 NH1292
 NH1292  HORZ ORDER  -  THIRD
 NH1292  VERT ORDER  -  SECOND    CLASS I
 NH1292
 NH1292.The horizontal coordinates were established by classical geodetic methods
 NH1292.and adjusted by the National Geodetic Survey in November 1991..
 NH1292
 NH1292.The orthometric height was determined by differential leveling
 NH1292.and adjusted by the National Geodetic Survey in February 2004..
 NH1292
 NH1292.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1292
 NH1292.The geoid height was determined by GEOID03.
 NH1292
 NH1292.The dynamic height is computed by dividing the NAVD 88
 NH1292.geopotential number by the normal gravity value computed on the
 NH1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH1292.degrees latitude (g = 980.6199 gals.).
 NH1292
 NH1292.The modeled gravity was interpolated from observed gravity values.
 NH1292
 NH1292;                    North         East     Units Scale Factor Converg.
 NH1292;SPC WI S     -    92,659.746   701,408.584   MT  0.99998238   +0 51 07.9
 NH1292;SPC WI S     -   304,001.18  2,301,204.66   sFT  0.99998238   +0 51 07.9
 NH1292;UTM  16      - 4,743,138.751   356,163.015   MT  0.99985453   -1 11 47.3
 NH1292
 NH1292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1292!SPC WI S     -   0.99996294  x   0.99998238  =   0.99994532
 NH1292!UTM  16      -   0.99996294  x   0.99985453  =   0.99981747
 NH1292
 NH1292:                Primary Azimuth Mark                     Grid Az
 NH1292:SPC WI S     -  WHITEWATER MUNICIPAL WATER TWR           045 07 43.4
 NH1292:UTM  16      -  WHITEWATER MUNICIPAL WATER TWR           047 10 38.6
 NH1292
 NH1292|---------------------------------------------------------------------|
 NH1292| PID    Reference Object                     Distance      Geod. Az  |
 NH1292|                                                           dddmmss.s |
 NH1292| NH1214 WHITEWATER MUNICIPAL WATER TWR      APPROX. 2.3 KM 0455851.3 |
 NH1292| NH1213 WHITEWATER ST COLL PWR PLT STK      APPROX. 1.8 KM 0510037.3 |
 NH1292| NH1212 WHITEWATER STATE COLL CUPOLA        APPROX. 1.6 KM 0525711.8 |
 NH1292| NH1211 WHITEWATER CONG CHURCH SPIRE        APPROX. 2.0 KM 0680820.5 |
 NH1292| NH1217 WHITEWATER MUN BLDG BELL TWR        APPROX. 2.4 KM 0735250.1 |
 NH1292| CI9201 LYLA AZ MK                                         0971856.5 |
 NH1292| CI9202 LYLA RM 1                            23.141 METERS 22916     |
 NH1292| CJ7903 VICTORY PP 1                         51.816 METERS 23807     |
 NH1292| CI9203 LYLA RM 2                            22.805 METERS 35509     |
 NH1292|---------------------------------------------------------------------|
 NH1292
 NH1292                          SUPERSEDED SURVEY CONTROL
 NH1292
 NH1292  NAD 83(1986)-  42 49 38.27065(N)    088 45 35.09924(W) AD(       ) 3
 NH1292  NAD 27      -  42 49 38.23410(N)    088 45 34.71900(W) AD(       ) 3
 NH1292
 NH1292.Superseded values are not recommended for survey control.
 NH1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1292.See file dsdata.txt to determine how the superseded data were derived.
 NH1292
 NH1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5616343139(NAD 83)
 NH1292_MARKER: DS = TRIANGULATION STATION DISK
 NH1292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1292_STAMPING: LYLA 1957
 NH1292_MARK LOGO: CGS   
 NH1292_PROJECTION: FLUSH
 NH1292_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NH1292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1292+STABILITY: SURFACE MOTION
 NH1292_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NH1292+SATELLITE: SATELLITE OBSERVATIONS - 2002
 NH1292
 NH1292  HISTORY     - Date     Condition        Report By
 NH1292  HISTORY     - 1957     MONUMENTED       CGS
 NH1292  HISTORY     - 2002     GOOD             WIDT
 NH1292
 NH1292                          STATION DESCRIPTION
 NH1292
 NH1292'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1292'THE STATION IS LOCATED JUST WEST OF THE CITY LIMITS OF WHITEWATER
 NH1292'ON THE SOUTH SIDE OF COUNTY HIGHWAY S AND IS ON PROPERTY
 NH1292'OWNED BY MR. R.J. BRIGHAM.  IT IS 170 FEET NORTHEAST OF THE
 NH1292'NORTHEAST CORNER OF A TWO STORY BRICK HOUSE, 51 FEET SOUTH
 NH1292'OF THE CENTER OF COUNTY HIGHWAY S, 22 FEET SOUTHWEST OF A FENCE
 NH1292'CORNER, 18 FEET SOUTHEAST OF THE CENTER OF A DRIVEWAY AND 12
 NH1292'FEET WEST OF A WHITE WITNESS POST AND A NORTH-SOUTH FENCE.  THE
 NH1292'MARK IS FLUSH AND THE DISK IS STAMPED LYLA 1957.
 NH1292'
 NH1292'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12
 NH1292'AND STATE HIGHWAYS 89 AND 59 IN WHITEWATER, GO SOUTHWEST
 NH1292'ON HIGHWAYS 89 AND 59 FOR 0.6 MILE TO THE JUNCTION OF COUNTY
 NH1292'HIGHWAY S.  TURN RIGHT AND GO WEST ON HIGHWAY S AND WALWORTH
 NH1292'STREET FOR 0.45 MILE TO A DRIVEWAY ON THE LEFT* CONTINUE
 NH1292'WEST ON HIGHWAY S FOR 0.4 MILE TO A DRIVEWAY ON THE LEFT
 NH1292'AND THE STATION AS DESCRIBED.
 NH1292'
 NH1292'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO SOUTH ON THE
 NH1292'DRIVEWAY FOR 0.05 MILE TO THE AZIMUTH ON THE LEFT.
 NH1292'
 NH1292'REFERENCE MARK 1 IS 10 FEET SOUTH OF A 40 INCH ELM TREE AND
 NH1292'8 FEET EAST OF THE CENTER OF THE DRIVEWAY.  THE MARK IS FLUSH
 NH1292'AND THE DISK IS STAMPED LYLA NO 1 1957.
 NH1292'
 NH1292'REFERENCE MARK 2 IS 24 FEET NORTH OF THE CENTER OF HIGHWAY
 NH1292'S, 2 FEET NORTH OF A SMALL CUT-BANK AND IS SET AT THE SOUTH
 NH1292'EDGE OF A CULTIVATED FIELD.  THE MARK IS FLUSH AND THE DISK
 NH1292'IS STAMPED LYLA NO 2 1957.
 NH1292'
 NH1292'AZIMUTH IS 52 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A
 NH1292'BARN, 49 FEET NORTHEAST OF THE NORTHEAST CORNER OF A TOOL
 NH1292'SHED, 3 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT WEST
 NH1292'OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED LYLA 1957.
 NH1292'
 NH1292'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NH1292
 NH1292                          STATION RECOVERY (2002)
 NH1292
 NH1292'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (DJH)
 NH1292'THE STATION IS LOCATED ABOUT 13 KM SOUTHEAST OF FT ATKINSON AND 1 KM
 NH1292'WEST OF WHITEWATER.  OWNERSHIP--WALWORTH COUNTY.  TO REACH THE
 NH1292'STATION FROM THE JUNCTION OF STATE HIGHWAY 59 WITH STATE HIGHWAY 89
 NH1292'IN THE CITY OF WHITEWATER, GO NORTH ON STATE HIGHWAY 59 AND STATE
 NH1292'HIGHWAY 89 FOR 0.5 KM TO COUNTY HIGHWAY S, TURN LEFT AND GO WEST ON
 NH1292'COUNTY HIGHWAY S FOR 1.3 KM TO THE STATION ON THE LEFT.  THE STATION
 NH1292'IS A BRONZE US COAST AND GEODETIC SURVEY TRIANGULATION STATION DISK
 NH1292'SET IN THE TOP OF A 30-CM DIAMETER CONCRETE POST AND ABOUT LEVEL WITH
 NH1292'THE HIGHWAY PAVEMENT.  THE STATION IS 15.7 M SOUTH OF THE CENTERLINE
 NH1292'OF COUNTY HIGHWAY S, 0.1 KM WEST OF BUCKINGHAM BOULEVARD, 13 M EAST
 NH1292'OF THE CENTER OF THE ENTRANCE TO --ASSEMBLY OF GOD-- CHURCH, 8.1 M
 NH1292'SOUTHWEST OF THE TOP CENTER OF TELEPHONE PEDESTAL --23 L800--, AND
 NH1292'3.7 M WEST OF A WOOD POST.  ---NOTE---THE STATION IS 0.2 M NORTH OF
 NH1292'AN ORANGE FIBERGLASS WITNESS POST.  ---NOTE---THIS STATION IS NOT
 NH1292'SUITABLE FOR GPS OBSERVATIONS DUE TO A TREE OVERHEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5203 ***********************************************************************
 DH5203  DESIGNATION -  LYN SE
 DH5203  PID         -  DH5203
 DH5203  STATE/COUNTY-  WI/JUNEAU
 DH5203  USGS QUAD   -  WISCONSIN DELLS NORTH (1975)
 DH5203
 DH5203                         *CURRENT SURVEY CONTROL
 DH5203  ___________________________________________________________________
 DH5203* NAD 83(1997)-  43 39 33.77393(N)    089 49 38.77252(W)     ADJUSTED  
 DH5203* NAVD 88     -                                                        
 DH5203  ___________________________________________________________________
 DH5203  X           -      13,920.099 (meters)                     COMP
 DH5203  Y           -  -4,621,846.103 (meters)                     COMP
 DH5203  Z           -   4,380,963.291 (meters)                     COMP
 DH5203  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 DH5203  ELLIP HEIGHT-         251.47  (meters)          (08/01/05) GPS OBS
 DH5203  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 DH5203
 DH5203  HORZ ORDER  -  FIRST
 DH5203  ELLP ORDER  -  SECOND    CLASS I
 DH5203
 DH5203.The horizontal coordinates were established by GPS observations
 DH5203.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5203
 DH5203
 DH5203.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5203
 DH5203.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5203
 DH5203.The ellipsoidal height was determined by GPS observations
 DH5203.and is referenced to NAD 83.
 DH5203
 DH5203.The geoid height was determined by GEOID03.
 DH5203
 DH5203;                    North         East     Units Scale Factor Converg.
 DH5203;SPC WI S     -   184,357.191   613,918.764   MT  0.99994267   +0 07 06.8
 DH5203;SPC WI S     -   604,845.22  2,014,165.14   sFT  0.99994267   +0 07 06.8
 DH5203;UTM  16      - 4,837,927.403   272,015.466   MT  1.00023937   -1 57 10.1
 DH5203
 DH5203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5203!SPC WI S     -   0.99996057  x   0.99994267  =   0.99990324
 DH5203!UTM  16      -   0.99996057  x   1.00023937  =   1.00019993
 DH5203
 DH5203                          SUPERSEDED SURVEY CONTROL
 DH5203
 DH5203.No superseded survey control is available for this station.
 DH5203
 DH5203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7201537927(NAD 83)
 DH5203_MARKER: DD = SURVEY DISK
 DH5203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5203_STAMPING: LYN. SE. 1994
 DH5203_MARK LOGO: WI-057
 DH5203_PROJECTION: FLUSH
 DH5203_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5203+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH5203
 DH5203  HISTORY     - Date     Condition        Report By
 DH5203  HISTORY     - 1994     MONUMENTED       WI-057
 DH5203  HISTORY     - 20030423 GOOD             WIDT
 DH5203  HISTORY     - 20051228 GOOD             WIDT
 DH5203
 DH5203                          STATION DESCRIPTION
 DH5203
 DH5203'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5203'OWNERSHIP -- WISCONSIN DEPARMENT OF TRANSPORTATION.  TO REACH THE
 DH5203'STATION FROM THE  JNCTION OF INTERSTATE 90/94 WITH US HIGHWAY 12 AND
 DH5203'STATE HIGHWAY 15 ABOUT 4 KM  NORTHWEST OF THE CITY OF WISCONSIN DELLS,
 DH5203'GO NORTHWEST ON US HIGHWAY 12 AND STATE  HIGHWAY 16 FOR 1.0 MI TO
 DH5203'ARROWHEAD ROAD AND THE STATION ON THE LEFT.  THE STATION IS A  JUNEAU
 DH5203'COUNTY GEODETIC COUNTY CONTROL MARKER DISK SET IN THE TOP OF A 36-CM
 DH5203'DIAMETER  CONCRETE POST AND ABOUT 0.5 M BELOW THE HIGHWAY PAVEMENT.
 DH5203'THE STATION IS 26.1 M WEST  OF THE CENTERLINE OF US HIGHWAY 12/ STATE
 DH5203'HIGHWAY 16, 27.4 M SOUTH OF THE TOP CETER OF  TELEPHONE PEDASTAL
 DH5203'--1789 LP 2-- , 15.8 M NORTH OF THE CENTERLINE OF ARROWHEAD ROAD, 5.0
 DH5203'M  NORTHEAST OF A 4X4 YELLOW PLASTIC --R/W-- POST, 1.1 M WEST OF A
 DH5203'GREEN METAL WITNESS POST,  AND 0.3 M EAST OF A GREEN METAL WITNESS
 DH5203'POST.  ---NOTE--- THE STATION HAS NO OBSTRUCTIONS  EXTENDING HIGHER
 DH5203'THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR THE SHRUBBS TO THE  NORTH
 DH5203'EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
 DH5203
 DH5203                          STATION RECOVERY (2005)
 DH5203
 DH5203'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5203'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5414 ***********************************************************************
 DH5414  DESIGNATION -  LYN SW
 DH5414  PID         -  DH5414
 DH5414  STATE/COUNTY-  WI/JUNEAU
 DH5414  USGS QUAD   -  LYNDON STATION (1975)
 DH5414
 DH5414                         *CURRENT SURVEY CONTROL
 DH5414  ___________________________________________________________________
 DH5414* NAD 83(1997)-  43 38 41.45665(N)    089 55 56.96929(W)     ADJUSTED  
 DH5414* NAVD 88     -                                                        
 DH5414  ___________________________________________________________________
 DH5414  X           -       5,447.011 (meters)                     COMP
 DH5414  Y           -  -4,622,980.244 (meters)                     COMP
 DH5414  Z           -   4,379,796.680 (meters)                     COMP
 DH5414  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 DH5414  ELLIP HEIGHT-         253.94  (meters)          (08/01/05) GPS OBS
 DH5414  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 DH5414
 DH5414  HORZ ORDER  -  FIRST
 DH5414  ELLP ORDER  -  SECOND    CLASS I
 DH5414
 DH5414.The horizontal coordinates were established by GPS observations
 DH5414.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5414
 DH5414
 DH5414.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5414
 DH5414.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5414
 DH5414.The ellipsoidal height was determined by GPS observations
 DH5414.and is referenced to NAD 83.
 DH5414
 DH5414.The geoid height was determined by GEOID03.
 DH5414
 DH5414;                    North         East     Units Scale Factor Converg.
 DH5414;SPC WI S     -   182,730.438   605,446.477   MT  0.99994157   +0 02 47.0
 DH5414;SPC WI S     -   599,508.11  1,986,368.98   sFT  0.99994157   +0 02 47.0
 DH5414;UTM  16      - 4,836,607.510   263,487.177   MT  1.00028811   -2 01 29.6
 DH5414;UTM  15      - 4,837,001.414   747,402.781   MT  1.00035294   +2 07 05.6
 DH5414
 DH5414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5414!SPC WI S     -   0.99996018  x   0.99994157  =   0.99990175
 DH5414!UTM  16      -   0.99996018  x   1.00028811  =   1.00024828
 DH5414!UTM  15      -   0.99996018  x   1.00035294  =   1.00031311
 DH5414
 DH5414                          SUPERSEDED SURVEY CONTROL
 DH5414
 DH5414.No superseded survey control is available for this station.
 DH5414
 DH5414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP6348736608(NAD 83)
 DH5414_MARKER: DD = SURVEY DISK
 DH5414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5414_STAMPING: LYN. SW. 1994
 DH5414_MARK LOGO: WI-057
 DH5414_PROJECTION: FLUSH
 DH5414_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5414+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2003
 DH5414
 DH5414  HISTORY     - Date     Condition        Report By
 DH5414  HISTORY     - 1994     MONUMENTED       WI-057
 DH5414  HISTORY     - 20030423 GOOD             WIDT
 DH5414
 DH5414                          STATION DESCRIPTION
 DH5414
 DH5414'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5414'OWNERSHIP -- JUNEAU COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5414'US HIGHWAY 12  AND STATE HIGHWAY 16 WITH COUNTY HIGHWAY J ABOUT 4 KM
 DH5414'WEST OF THE VILLAGE OF LONDON  STATION, GO SOUTH ON COUNTY HIGHWAY J
 DH5414'FOR 2.6 MI TO COUNTY ROAD HH CONTINUE SOUTH ON  COUNTY HIGHWAY HH FOR
 DH5414'3.2 MI TO DORE ROAD AND THE STATION ON THE RIGHT.  THE STATION IS  A
 DH5414'BRONZE JUNEAU COUNTY GEODETIC CONTROL MARKER SET IN THE TOP OF A 41-CM
 DH5414'CONCRETE  POST ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS
 DH5414'14.5 M NORTH OF THE CENTERLINE  OF COUNTY HIGHWAY HH, 55 M EAST OF
 DH5414'PRIVATE ENTRANCE ---W3216 W3212--, 30 M WEST OF THE  CENTERLINE OF A
 DH5414'PRIVATE ENTRANCE, 8.2 M WEST OF THE EXTENDED CENTERLINE OF DORE ROAD,
 DH5414'2.5 M EAST OF A WOOD POST FOR A --RIGHT TURN ARROW-- SIGN, 1.2 M NORTH
 DH5414'OF A GREEN METAL  WITNESS POST, 1.0 M WEST OF A GREEN METAL WITNESS
 DH5414'POST, 0.9 M EAST OF A GREEN METAL  WITNESS POST, AND 0.7 M SOUTH OF A
 DH5414'WHITE PLASTIC WITNESS POST.  ---NOTE--- THE STATION HAS  NO
 DH5414'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT
 DH5414'THE TREES  TO THE NORTH AND WEST EXTENDING TO 20 DEGREES ABOVE THE
 DH5414'HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1209 ***********************************************************************
 OM1209  DESIGNATION -  LYND
 OM1209  PID         -  OM1209
 OM1209  STATE/COUNTY-  WI/JUNEAU
 OM1209  USGS QUAD   -  LYNDON STATION (1975)
 OM1209
 OM1209                         *CURRENT SURVEY CONTROL
 OM1209  ___________________________________________________________________
 OM1209* NAD 83(1991)-  43 41 55.90123(N)    089 52 39.28691(W)     ADJUSTED  
 OM1209* NAVD 88     -       305.     (meters)    1001.     (feet)  SCALED    
 OM1209  ___________________________________________________________________
 OM1209  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 OM1209  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 OM1209
 OM1209  HORZ ORDER  -  SECOND
 OM1209
 OM1209.The horizontal coordinates were established by classical geodetic methods
 OM1209.and adjusted by the National Geodetic Survey in November 1991..
 OM1209
 OM1209.The orthometric height was scaled from a topographic map.
 OM1209
 OM1209.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1209
 OM1209.The geoid height was determined by GEOID03.
 OM1209
 OM1209;                    North         East     Units Scale Factor Converg.
 OM1209;SPC WI S     -   188,736.231   609,867.856   MT  0.99994601   +0 05 02.8
 OM1209;SPC WI S     -   619,212.12  2,000,874.79   sFT  0.99994601   +0 05 02.8
 OM1209;UTM  16      - 4,842,451.439   268,124.358   MT  1.00026138   -1 59 20.1
 OM1209
 OM1209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1209!SPC WI S     -   0.99995772  x   0.99994601  =   0.99990373
 OM1209!UTM  16      -   0.99995772  x   1.00026138  =   1.00021909
 OM1209
 OM1209:                Primary Azimuth Mark                     Grid Az
 OM1209:SPC WI S     -  LYND AZ MK                               119 16 27.6
 OM1209:UTM  16      -  LYND AZ MK                               121 20 50.5
 OM1209
 OM1209|---------------------------------------------------------------------|
 OM1209| PID    Reference Object                     Distance      Geod. Az  |
 OM1209|                                                           dddmmss.s |
 OM1209| CI9204 LYND AZ MK                                         1192130.4 |
 OM1209| CI9205 LYND RM 1                            16.095 METERS 13331     |
 OM1209| CI9206 LYND RM 2                            19.673 METERS 28211     |
 OM1209| OM1211 LYNDON STATION MUNICIPAL TANK       APPROX. 2.5 KM 2982609.9 |
 OM1209| OM1210 LYNDON ST MARYS CATH CH TOWER       APPROX. 2.2 KM 3070803.5 |
 OM1209|---------------------------------------------------------------------|
 OM1209
 OM1209                          SUPERSEDED SURVEY CONTROL
 OM1209
 OM1209  NAD 83(1986)-  43 41 55.89541(N)    089 52 39.29586(W) AD(       ) 2
 OM1209  NAD 27      -  43 41 55.97700(N)    089 52 38.83710(W) AD(       ) 2
 OM1209
 OM1209.Superseded values are not recommended for survey control.
 OM1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1209.See file dsdata.txt to determine how the superseded data were derived.
 OM1209
 OM1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP6812442451(NAD 83)
 OM1209_MARKER: DS = TRIANGULATION STATION DISK
 OM1209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1209
 OM1209  HISTORY     - Date     Condition        Report By
 OM1209  HISTORY     - 1958     MONUMENTED       CGS
 OM1209  HISTORY     - 20030520 MARK NOT FOUND   USPSQD
 OM1209
 OM1209                          STATION DESCRIPTION
 OM1209
 OM1209'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1209'THE STATION IS ABOUT 8 MILES NORTHWEST OF WISCONSIN DELLS,
 OM1209'ABOUT 1-1/2 MILES SOUTH OF LYNDON STATION AND ON ROAD RIGHT-OF-WAY.
 OM1209'IT IS 100 FEET SOUTH OF THE INTERSECTION OF U.S. HIGHWAY 16 AND
 OM1209'12 AND DIRT DRIVE LEADING INTO A ROADSIDE PARK, 76 FEET SOUTHWEST
 OM1209'OF THE CENTERLINE OF THE HIGHWAY, 23 FEET NORTHEAST OF THE
 OM1209'CENTERLINE OF THE DRIVE AND 8 FEET SOUTHWEST OF A WHITE
 OM1209'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 OM1209'LYND 1958.
 OM1209'
 OM1209'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD HH AND
 OM1209'U.S. HIGHWAY 12 AND 16 IN LYNDON STATION, GO SOUTHEAST ON HIGHWAY
 OM1209'12 AND 16 FOR 1.4 MILES TO A ROADSIDE PARK ON THE RIGHT AND
 OM1209'THE STATION AS DESCRIBED.
 OM1209'
 OM1209'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHEAST
 OM1209'ON THE HIGHWAY FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT
 OM1209'AS DESCRIBED.
 OM1209'
 OM1209'REFERENCE MARK 1 IS 9 FEET WEST OF A 20 INCH OAK TREE AND
 OM1209'19 FEET NORTHEAST OF THE CENTERLINE OF THE DRIVE.  THE MONUMENT
 OM1209'IS FLUSH AND THE DISK IS STAMPED LYND NO 1 1958.
 OM1209'
 OM1209'REFERENCE MARK 2 IS 14 FEET NORTHEAST OF A FENCE AND 13 FEET
 OM1209'SOUTHWEST OF THE CENTERLINE OF THE DRIVE.  THE MONUMENT IS
 OM1209'FLUSH AND THE DISK IS STAMPED LYND NO 2 1958.
 OM1209'
 OM1209'THE AZIMUTH MARK IS 80 FEET NORTHEAST OF THE CENTERLINE OF
 OM1209'U.S. HIGHWAY 12 AND 16, 26 FEET SOUTHWEST OF THE SOUTHWEST
 OM1209'RAIL OF OF A RAILROAD TRACK, 2 FEET NORTHWEST OF A POWER LINE
 OM1209'POLE AND 1 FOOT NORTHWEST OF A WHITE WITNESS POST.  THE MONUMENT
 OM1209'PROJECTS 4 INCHES AND THE DISK IS STAMPED LYND 1958.
 OM1209'
 OM1209'TREE ON LINE BETWEEN REFERENCE MARKS.
 OM1209'
 OM1209'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 OM1209
 OM1209                          STATION RECOVERY (2003)
 OM1209
 OM1209'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM1209'THE STATION, RM1, RM2 AND AZ MARKS WERE NOT FOUND.  THE ROADSIDE PARK
 OM1209'IS ABANDONED.  THE HISTORICAL MONUMENT THAT WAS THERE HAS BEEN MOVED
 OM1209'INTO TOWN.  THE AREA IS NOW A SMALL, ABANDONED, UNMAINTAINED  CLEARING
 OM1209'OFF THE SIDE OF THE ROAD.  THERE IS NO DIRT DRIVE LEADING INTO THE
 OM1209'PARK.  THE AREA IS 1.4 MILE SOUTH OF THE INTERSECTION OF CTH HH AND
 OM1209'HIGHWAYS 12-16 ON THE WEST SIDE OF HWY 12-16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1196 ***********************************************************************
 OM1196  DESIGNATION -  LYNDON
 OM1196  PID         -  OM1196
 OM1196  STATE/COUNTY-  WI/JUNEAU
 OM1196  USGS QUAD   -  WISCONSIN DELLS NORTH (1975)
 OM1196
 OM1196                         *CURRENT SURVEY CONTROL
 OM1196  ___________________________________________________________________
 OM1196* NAD 83(1991)-  43 42 30.23565(N)    089 51 08.51354(W)     ADJUSTED  
 OM1196* NAVD 88     -       277.     (meters)     909.     (feet)  SCALED    
 OM1196  ___________________________________________________________________
 OM1196  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 OM1196  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 OM1196
 OM1196  HORZ ORDER  -  SECOND
 OM1196
 OM1196.The horizontal coordinates were established by classical geodetic methods
 OM1196.and adjusted by the National Geodetic Survey in November 1991..
 OM1196
 OM1196.The orthometric height was scaled from a topographic map.
 OM1196
 OM1196.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1196
 OM1196.The geoid height was determined by GEOID03.
 OM1196
 OM1196;                    North         East     Units Scale Factor Converg.
 OM1196;SPC WI S     -   189,799.123   611,898.454   MT  0.99994689   +0 06 05.2
 OM1196;SPC WI S     -   622,699.29  2,007,536.84   sFT  0.99994689   +0 06 05.2
 OM1196;UTM  16      - 4,843,440.485   270,192.716   MT  1.00024963   -1 58 18.5
 OM1196
 OM1196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1196!SPC WI S     -   0.99996211  x   0.99994689  =   0.99990900
 OM1196!UTM  16      -   0.99996211  x   1.00024963  =   1.00021173
 OM1196
 OM1196:                Primary Azimuth Mark                     Grid Az
 OM1196:SPC WI S     -  LYNDON AZ MK                             033 51 49.1
 OM1196:UTM  16      -  LYNDON AZ MK                             035 56 12.8
 OM1196
 OM1196|---------------------------------------------------------------------|
 OM1196| PID    Reference Object                     Distance      Geod. Az  |
 OM1196|                                                           dddmmss.s |
 OM1196| CI9207 LYNDON AZ MK                                       0335754.3 |
 OM1196| CI9208 LYNDON RM 1                           6.889 METERS 12637     |
 OM1196| OM1211 LYNDON STATION MUNICIPAL TANK       APPROX. 4.2 KM 2713451.4 |
 OM1196| OM1210 LYNDON ST MARYS CATH CH TOWER       APPROX. 3.8 KM 2740928.5 |
 OM1196| CI9209 LYNDON RM 2                           6.063 METERS 29700     |
 OM1196|---------------------------------------------------------------------|
 OM1196
 OM1196                          SUPERSEDED SURVEY CONTROL
 OM1196
 OM1196  NAD 83(1986)-  43 42 30.22997(N)    089 51 08.52219(W) AD(       ) 2
 OM1196  NAD 27      -  43 42 30.31240(N)    089 51 08.06490(W) AD(       ) 2
 OM1196
 OM1196.Superseded values are not recommended for survey control.
 OM1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1196.See file dsdata.txt to determine how the superseded data were derived.
 OM1196
 OM1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7019343440(NAD 83)
 OM1196_MARKER: DS = TRIANGULATION STATION DISK
 OM1196_SETTING: 66 = SET IN ROCK OUTCROP
 OM1196
 OM1196  HISTORY     - Date     Condition        Report By
 OM1196  HISTORY     - 1958     MONUMENTED       CGS
 OM1196
 OM1196                          STATION DESCRIPTION
 OM1196
 OM1196'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1196'THE STATION IS ABOUT 2 MILES EAST OF LYNDON STATION, ABOUT
 OM1196'3/4 MILE WEST OF THE WISCONSIN RIVER AND ABOUT 1 MILE SOUTH
 OM1196'OF LYNDON CREEK.  IT IS IN THE NORTHWEST 1/4 SEC. 12, T 14 N,
 OM1196'R 5 N.  IT IS ABOUT 15 FEET WEST OF THE TOP OF A WHITE PINE,
 OM1196'ON THE SOUTHWEST PART OF A ROCKY RIDGE.  IT IS ON THE PROPERTY
 OM1196'OF MR. ROGGE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 OM1196'LYNDON 1958.
 OM1196'
 OM1196'TO REACH THE STATION FROM THE RAILROAD DEPOT IN LYNDON STATION
 OM1196'GO NORTH ON COUNTY ROAD N FOR 0.25 MILE TO JUNCTION OF COUNTY
 OM1196'ROADS HH AND N.  CONTINUE AHEAD EASTERLY ON COUNTY ROAD N
 OM1196'FOR 2.5 MILES TO A GRAVELED ROAD NORTH AND A GRAVELED ROAD
 OM1196'EAST AND HERE COUNTY ROAD N TURN RIGHT.  TURN RIGHT AND GO SOUTH
 OM1196'ON COUNTY ROAD N FOR 0.15 MILE TO A GRAVELED DRIVEWAY AND
 OM1196'THE AZIMUTH MARK ON THE RIGHT.  TURN RIGHT AND GO 0.05 MILE TO
 OM1196'A GATE.  CONTINUE THROUGH GATE AND GO WEST FOR 0.05 MILE TO A
 OM1196'WIRE GATE.  CONTINUE WEST ALONG FARM LANE FOR 0.3 MILE TO END
 OM1196'OF TRUCK TRAVEL.  PACK ALONG THE WEST SIDE OF THE RIDGE
 OM1196'GAINING ALTITUDE WHENEVER IT IS POSSIBLE.  AT THE SOUTH
 OM1196'WESTERN PART OF RIDGE WORK UP THROUGH CREVICES TO THE TOP.
 OM1196'
 OM1196'REFERENCE MARK 1 IS IN THE CENTER OF A LARGE FORMATION OF ROCK
 OM1196'ON THE SOUTH EDGE OF RIDGE.  THE MONUMENT IS FLUSH AND THE DISK
 OM1196'IS STAMPED LYNDON NO 1 1958.
 OM1196'
 OM1196'REFERENCE MARK 2 IS IN THE CENTER OF A LARGE OUTCROP THAT
 OM1196'IS ABOUT 6 FEET HIGHER THAN THE STATION.  THE MONUMENT IS FLUSH
 OM1196'AND THE DISK IS STAMPED LYNDON NO 2 1958.
 OM1196'
 OM1196'THE AZIMUTH MARK IS 24 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 OM1196'DRIVEWAY, 54 FEET WEST OF THE CENTERLINE OF COUNTY ROAD N, 1
 OM1196'FOOT SOUTH OF A LARGE POST AND 25 FEET SOUTHWEST OF A 30
 OM1196'INCH OAK TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 OM1196'LYNDON 1958.
 OM1196'
 OM1196'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF6051 ***********************************************************************
 DF6051  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6051  DESIGNATION -  LYNDON N GPS
 DF6051  PID         -  DF6051
 DF6051  STATE/COUNTY-  WI/SHEBOYGAN
 DF6051  USGS QUAD   -  PLYMOUTH SOUTH (1974)
 DF6051
 DF6051                         *CURRENT SURVEY CONTROL
 DF6051  ___________________________________________________________________
 DF6051* NAD 83(1997)-  43 42 09.27608(N)    087 57 39.51198(W)     ADJUSTED  
 DF6051* NAVD 88     -       263.08   (meters)     863.1    (feet)  GPS OBS   
 DF6051  ___________________________________________________________________
 DF6051  X           -     164,328.305 (meters)                     COMP
 DF6051  Y           -  -4,615,610.764 (meters)                     COMP
 DF6051  Z           -   4,384,417.701 (meters)                     COMP
 DF6051  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 DF6051  ELLIP HEIGHT-         227.57  (meters)          (06/11/03) GPS OBS
 DF6051  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 DF6051
 DF6051  HORZ ORDER  -  FIRST
 DF6051  ELLP ORDER  -  THIRD     CLASS I
 DF6051
 DF6051.The horizontal coordinates were established by GPS observations
 DF6051.and adjusted by the National Geodetic Survey in June 2003..
 DF6051
 DF6051.The orthometric height was determined by GPS observations and a
 DF6051.high-resolution geoid model using precise GPS observation and
 DF6051.processing techniques.
 DF6051
 DF6051.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6051
 DF6051.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6051
 DF6051.The ellipsoidal height was determined by GPS observations
 DF6051.and is referenced to NAD 83.
 DF6051
 DF6051.The geoid height was determined by GEOID03.
 DF6051
 DF6051;                    North         East     Units Scale Factor Converg.
 DF6051;SPC WI S     -   191,151.008   764,331.947   MT  0.99994635   +1 24 03.7
 DF6051;SPC WI S     -   627,134.60  2,507,645.73   sFT  0.99994635   +1 24 03.7
 DF6051;UTM  16      - 4,839,288.205   422,570.636   MT  0.99967374   -0 39 50.3
 DF6051
 DF6051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6051!SPC WI S     -   0.99996432  x   0.99994635  =   0.99991067
 DF6051!UTM  16      -   0.99996432  x   0.99967374  =   0.99963807
 DF6051
 DF6051                          SUPERSEDED SURVEY CONTROL
 DF6051
 DF6051.No superseded survey control is available for this station.
 DF6051
 DF6051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP2257139288(NAD 83)
 DF6051_MARKER: DD = SURVEY DISK
 DF6051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6051_STAMPING: LYNDON N GPS 2001
 DF6051_MARK LOGO: WIDT  
 DF6051_PROJECTION: FLUSH
 DF6051_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6051+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2003
 DF6051
 DF6051  HISTORY     - Date     Condition        Report By
 DF6051  HISTORY     - 2000     MONUMENTED       WIDT
 DF6051  HISTORY     - 20031204 GOOD             USPSQD
 DF6051
 DF6051                          STATION DESCRIPTION
 DF6051
 DF6051'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DF6051'THE STATION IS LOCATED ABOUT 19 KM SOUTHWEST OF SHEBOYGAN AND 5 KM
 DF6051'SOUTH OF PLYMOUTH.
 DF6051'OWNERSHIP--TOWN OF LYNDON.  TO REACH THE STATION FROM THE JUNCTION OF
 DF6051'STATE HIGHWAY
 DF6051'28 WITH STATE HIGHWAY 57 WITH COUNTY HIGHWAY V ABOUT 8 KM SOUTH OF THE
 DF6051'CITY OF
 DF6051'PLYMOUTH, GO NORTH ON STATE HIGHWAY 57 FOR 3.2 KM TO COUNTY HIGHWAY U,
 DF6051'TURN LEFT AND
 DF6051'GO WEST ON COUNTY HIGHWAY U FOR 1.6 KM TO BLUEBERRY LANE, TURN LEFT
 DF6051'AND GO SOUTH ON
 DF6051'BLUEBERRY LANE FOR 0.2 KM TO THE STATION ON THE LEFT.  THE STATION IS
 DF6051'A BRONZE WISCONSIN
 DF6051'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DF6051'IN THE TOP OF A
 DF6051'41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL
 DF6051'WITH THE ROAD
 DF6051'PAVEMENT.  THE STATION IS 10.0 M EAST OF THE CENTERLINE OF BLUEBERRY
 DF6051'LANE, 94 M NORTH OF A
 DF6051'TELEPHONE PEDESTAL --2118--, 27.3 M SOUTHEAST OF A POWER POLE
 DF6051'--95-04378--, 2 M WEST OF A
 DF6051'CULTIVATED FIELD, 0.5 M WEST OF A WHITE PLASTIC WITNESS POST, 1.0 M
 DF6051'EAST, 1.0 M SOUTH, AND 1.0
 DF6051'M NORTH OF THREE 4X4 ORANGE PLASTIC WITNESS POSTS.  ---NOTE---THIS
 DF6051'STATION HAS NO VISIBLE
 DF6051'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF6051' 
 DF6051' 
 DF6051' 
 DF6051' 
 DF6051' 
 DF6051' 
 DF6051'
 DF6051
 DF6051                          STATION RECOVERY (2003)
 DF6051
 DF6051'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5195 ***********************************************************************
 DH5195  DESIGNATION -  LYNDON N GPS
 DH5195  PID         -  DH5195
 DH5195  STATE/COUNTY-  WI/JUNEAU
 DH5195  USGS QUAD   -  LYNDON STATION (1975)
 DH5195
 DH5195                         *CURRENT SURVEY CONTROL
 DH5195  ___________________________________________________________________
 DH5195* NAD 83(1997)-  43 40 38.34719(N)    089 53 58.40433(W)     ADJUSTED  
 DH5195* NAVD 88     -                                                        
 DH5195  ___________________________________________________________________
 DH5195  X           -       8,100.029 (meters)                     COMP
 DH5195  Y           -  -4,620,490.172 (meters)                     COMP
 DH5195  Z           -   4,382,410.957 (meters)                     COMP
 DH5195  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 DH5195  ELLIP HEIGHT-         260.22  (meters)          (08/01/05) GPS OBS
 DH5195  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 DH5195
 DH5195  HORZ ORDER  -  FIRST
 DH5195  ELLP ORDER  -  SECOND    CLASS I
 DH5195
 DH5195.The horizontal coordinates were established by GPS observations
 DH5195.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5195
 DH5195
 DH5195.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5195
 DH5195.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5195
 DH5195.The ellipsoidal height was determined by GPS observations
 DH5195.and is referenced to NAD 83.
 DH5195
 DH5195.The geoid height was determined by GEOID03.
 DH5195
 DH5195;                    North         East     Units Scale Factor Converg.
 DH5195;SPC WI S     -   186,340.460   608,099.249   MT  0.99994413   +0 04 08.5
 DH5195;SPC WI S     -   611,351.99  1,995,072.29   sFT  0.99994413   +0 04 08.5
 DH5195;UTM  16      - 4,840,120.453   266,269.663   MT  1.00027200   -2 00 12.0
 DH5195
 DH5195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5195!SPC WI S     -   0.99995920  x   0.99994413  =   0.99990333
 DH5195!UTM  16      -   0.99995920  x   1.00027200  =   1.00023119
 DH5195
 DH5195                          SUPERSEDED SURVEY CONTROL
 DH5195
 DH5195.No superseded survey control is available for this station.
 DH5195
 DH5195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP6627040120(NAD 83)
 DH5195_MARKER: DD = SURVEY DISK
 DH5195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5195_STAMPING: LYNDON N GPS 2004
 DH5195_MARK LOGO: WIDT  
 DH5195_PROJECTION: FLUSH
 DH5195_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5195+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5195
 DH5195  HISTORY     - Date     Condition        Report By
 DH5195  HISTORY     - 2003     MONUMENTED       WIDT
 DH5195
 DH5195                          STATION DESCRIPTION
 DH5195
 DH5195'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5195'OWNERSHIP--TOWN OF LYNDON.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5195'US HIGHWAY 12  AND STATE HIGHWAY 16 WITH COUNTY HIGHWAY J AND TOWN
 DH5195'LINE ROAD ABOUT 3 MI WEST OF THE  VILLAGE OF LYNDON STATION, GO
 DH5195'SOUTHERLY ON COUNTY HIGHWAY J FOR 3.0 MI TO WHERE COUNTY  HIGHWAY HH
 DH5195'CONTINUES STRAIGHT AHEAD AND COUNTY HIGHWAY J GOES TO THE LEFT, TURN
 DH5195'LEFT  AND GO SOUTHEAST ON COUNTY HIGHWAY J FOR 0.5 MI TO DEES ROAD ON
 DH5195'THE LEFT, TURN LEFT AND  GO EAST ON DEES ROAD FOR 0.7 MI TO THE
 DH5195'STATION ON THE RIGHT.  THE STATION IS A BRONZE  WISCONSIN DEPARTMENT
 DH5195'OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN  THE TOP
 DH5195'OF A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD PAVEMENT.
 DH5195'THE  STATION IS 6.6 M SOUTH OF THE CENTERLINE OF DEES ROAD, 50 M WEST
 DH5195'OF THE CENTERLINE OF  PRIVATE ENTRANCE --W2511--, 4 M NORTH OF A
 DH5195'CULTIVATED FIELD, 1.0 M EAST OF AN ORANGE 4X4  PLASTIC WITNESS POST,
 DH5195'AND 1.0 M WEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS
 DH5195'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DH5195'ABOVE THE  HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF6046 ***********************************************************************
 DF6046  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6046  DESIGNATION -  LYNDON S GPS
 DF6046  PID         -  DF6046
 DF6046  STATE/COUNTY-  WI/SHEBOYGAN
 DF6046  USGS QUAD   -  PLYMOUTH SOUTH (1974)
 DF6046
 DF6046                         *CURRENT SURVEY CONTROL
 DF6046  ___________________________________________________________________
 DF6046* NAD 83(1997)-  43 38 37.37200(N)    087 57 37.37066(W)     ADJUSTED  
 DF6046* NAVD 88     -       274.63   (meters)     901.0    (feet)  GPS OBS   
 DF6046  ___________________________________________________________________
 DF6046  X           -     164,537.258 (meters)                     COMP
 DF6046  Y           -  -4,620,130.904 (meters)                     COMP
 DF6046  Z           -   4,379,695.300 (meters)                     COMP
 DF6046  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 DF6046  ELLIP HEIGHT-         239.23  (meters)          (06/11/03) GPS OBS
 DF6046  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 DF6046
 DF6046  HORZ ORDER  -  FIRST
 DF6046  ELLP ORDER  -  THIRD     CLASS I
 DF6046
 DF6046.The horizontal coordinates were established by GPS observations
 DF6046.and adjusted by the National Geodetic Survey in June 2003..
 DF6046
 DF6046.The orthometric height was determined by GPS observations and a
 DF6046.high-resolution geoid model using precise GPS observation and
 DF6046.processing techniques.
 DF6046
 DF6046.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6046
 DF6046.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6046
 DF6046.The ellipsoidal height was determined by GPS observations
 DF6046.and is referenced to NAD 83.
 DF6046
 DF6046.The geoid height was determined by GEOID03.
 DF6046
 DF6046;                    North         East     Units Scale Factor Converg.
 DF6046;SPC WI S     -   184,614.564   764,539.814   MT  0.99994148   +1 24 05.1
 DF6046;SPC WI S     -   605,689.62  2,508,327.71   sFT  0.99994148   +1 24 05.1
 DF6046;UTM  16      - 4,832,750.281   422,542.887   MT  0.99967379   -0 39 46.3
 DF6046
 DF6046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6046!SPC WI S     -   0.99996249  x   0.99994148  =   0.99990397
 DF6046!UTM  16      -   0.99996249  x   0.99967379  =   0.99963629
 DF6046
 DF6046                          SUPERSEDED SURVEY CONTROL
 DF6046
 DF6046.No superseded survey control is available for this station.
 DF6046
 DF6046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP2254332750(NAD 83)
 DF6046_MARKER: DD = SURVEY DISK
 DF6046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6046_STAMPING: LYNDON S GPS 2001
 DF6046_MARK LOGO: WIDT  
 DF6046_PROJECTION: FLUSH
 DF6046_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6046+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2003
 DF6046
 DF6046  HISTORY     - Date     Condition        Report By
 DF6046  HISTORY     - 2000     MONUMENTED       WIDT
 DF6046  HISTORY     - 20031204 GOOD             USPSQD
 DF6046
 DF6046                          STATION DESCRIPTION
 DF6046
 DF6046'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DF6046'THE STATION IS LOCATED ABOUT 23 KM SOUTHWEST OF SHEBOYGAN AND 10 KM
 DF6046'NORTH OF RANDOM
 DF6046'LAKE.  OWNERSHIP--TOWN OF LYNDON.  TO REACH THE STATION FROM THE
 DF6046'JUNCTION OF STATE
 DF6046'HIGHWAY 28 WITH STATE HIGHWAY 57 WITH COUNTY HIGHWAY V ABOUT 8 KM
 DF6046'SOUTH OF THE CITY OF
 DF6046'PLYMOUTH, GO SOUTH ON STATE HIGHWAY 57 FOR 3.2 KM TO COUNTY HIGHWAY F,
 DF6046'TURN RIGHT AND
 DF6046'GO WEST ON COUNTY HIGHWAY F FOR 1.5 KM TO BLUEBERRY LANE, TURN LEFT
 DF6046'AND GO SOUTH ON
 DF6046'BLUEBERRY LANE FOR 0.2 KM TO THE STATION ON THE LEFT.  THE STATION IS
 DF6046'A BRONZE
 DF6046'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DF6046'DISK SET IN
 DF6046'THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DF6046'ABOUT LEVEL WITH THE
 DF6046'ROAD PAVEMENT.  THE STATION IS 5.9 M EAST OF THE CENTERLINE OF
 DF6046'BLUEBERRY LANE, 114
 DF6046'M NORTH OF A WOOD POST FOR A --STOP AHEAD-- SIGN, 31 M SOUTH OF THE
 DF6046'CENTERLINE OF A FIELD
 DF6046'ENTRANCE, 16.5 M NORTHEAST OF A WOOD POST FOR A --CURVE-- CAUTION
 DF6046'SIGN, AND 1.2 M WEST OF
 DF6046'A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISISBLE
 DF6046'OBSTRUCTIONS
 DF6046'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF6046' 
 DF6046' 
 DF6046' 
 DF6046' 
 DF6046' 
 DF6046' 
 DF6046' 
 DF6046'
 DF6046
 DF6046                          STATION RECOVERY (2003)
 DF6046
 DF6046'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1210 ***********************************************************************
 OM1210  DESIGNATION -  LYNDON ST MARYS CATH CH TOWER
 OM1210  PID         -  OM1210
 OM1210  STATE/COUNTY-  WI/JUNEAU
 OM1210  USGS QUAD   -  LYNDON STATION (1975)
 OM1210
 OM1210                         *CURRENT SURVEY CONTROL
 OM1210  ___________________________________________________________________
 OM1210* NAD 83(1991)-  43 42 39.13921(N)    089 53 58.01742(W)     ADJUSTED  
 OM1210* NAVD 88     -                                                        
 OM1210  ___________________________________________________________________
 OM1210  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 OM1210  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 OM1210
 OM1210  HORZ ORDER  -  THIRD
 OM1210
 OM1210.The horizontal coordinates were established by classical geodetic methods
 OM1210.and adjusted by the National Geodetic Survey in November 1991..
 OM1210
 OM1210
 OM1210.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1210
 OM1210.The geoid height was determined by GEOID03.
 OM1210
 OM1210;                    North         East     Units Scale Factor Converg.
 OM1210;SPC WI S     -   190,068.251   608,103.420   MT  0.99994712   +0 04 08.7
 OM1210;SPC WI S     -   623,582.25  1,995,085.97   sFT  0.99994712   +0 04 08.7
 OM1210;UTM  16      - 4,843,846.868   266,408.718   MT  1.00027120   -2 00 16.1
 OM1210
 OM1210                          SUPERSEDED SURVEY CONTROL
 OM1210
 OM1210  NAD 83(1986)-  43 42 39.13368(N)    089 53 58.02656(W) AD(       ) 4
 OM1210  NAD 27      -  43 42 39.21500(N)    089 53 57.56600(W) AD(       ) 3
 OM1210
 OM1210.Superseded values are not recommended for survey control.
 OM1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1210.See file dsdata.txt to determine how the superseded data were derived.
 OM1210
 OM1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP6640943847(NAD 83)
 OM1210_MARKER: 55 = TOWER
 OM1210
 OM1210  HISTORY     - Date     Condition        Report By
 OM1210  HISTORY     - 1935     FIRST OBSERVED   CGS
 OM1210  HISTORY     - 1958     GOOD             CGS
 OM1210  HISTORY     - 20030520 GOOD             USPSQD
 OM1210
 OM1210                          STATION DESCRIPTION
 OM1210
 OM1210'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 OM1210'THIS STATION IS THE BASE OF THE GOLD CROSS ON THE TOP OF THE
 OM1210'TOWER AT THE WEST CORNER OF THE ST. MARYS CATHOLIC CHURCH IN
 OM1210'LYNDON.  THE CHURCH IS ONE BLOCK EAST OF THE MAIN
 OM1210'NORTHEAST-SOUTHWEST STREET, AND ABOUT 1/2 BLOCK NORTHEAST OF ROUTE
 OM1210'U.S. 16.  THE CHURCH WAS BUILT IN 1899.
 OM1210'
 OM1210'THE TOWER IS ABOUT 60 FEET HIGH, AND IS SURMOUNTED BY A CONICAL
 OM1210'RIGHT-SIDED ROOF, WITH LOUVERED WINDOWS.  THE GOLD CROSS IS
 OM1210'AT THE TOP OF THE ROOF.  THE TOTAL HEIGHT OF THE TOWER AND ROOF
 OM1210'IS ABOUT 85 FEET.  THERE IS ALSO A LOWER TOWER AT THE NORTH
 OM1210'CORNER OF THE CHURCH.  IT IS SURMOUNTED BY A FOUR-SIDED ROOF.
 OM1210'
 OM1210'THE CHURCH IS QUITE PROMINENT IN THE VALLEY AND FROM THE
 OM1210'SURROUNDING HILL.
 OM1210
 OM1210                          STATION RECOVERY (1958)
 OM1210
 OM1210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1210'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 OM1210
 OM1210                          STATION RECOVERY (2003)
 OM1210
 OM1210'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM1210'RECOVERED IN GOOD CONDITION.  THE STATION IS 1/2 BLOCK NORTHEAST OF
 OM1210'HIGHWAYS 12-16 (FLINT STREET) ON THE SOUTHEAST SIDE OF JUNEAU STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1211 ***********************************************************************
 OM1211  DESIGNATION -  LYNDON STATION MUNICIPAL TANK
 OM1211  PID         -  OM1211
 OM1211  STATE/COUNTY-  WI/JUNEAU
 OM1211  USGS QUAD   -  LYNDON STATION (1975)
 OM1211
 OM1211                         *CURRENT SURVEY CONTROL
 OM1211  ___________________________________________________________________
 OM1211* NAD 83(1991)-  43 42 33.95006(N)    089 54 16.17852(W)     ADJUSTED  
 OM1211* NAVD 88     -                                                        
 OM1211  ___________________________________________________________________
 OM1211  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 OM1211  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 OM1211
 OM1211  HORZ ORDER  -  THIRD
 OM1211
 OM1211.The horizontal coordinates were established by classical geodetic methods
 OM1211.and adjusted by the National Geodetic Survey in November 1991..
 OM1211
 OM1211
 OM1211.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1211
 OM1211.The geoid height was determined by GEOID03.
 OM1211
 OM1211;                    North         East     Units Scale Factor Converg.
 OM1211;SPC WI S     -   189,907.630   607,697.045   MT  0.99994699   +0 03 56.2
 OM1211;SPC WI S     -   623,055.28  1,993,752.72   sFT  0.99994699   +0 03 56.2
 OM1211;UTM  16      - 4,843,701.008   265,996.664   MT  1.00027357   -2 00 28.5
 OM1211
 OM1211                          SUPERSEDED SURVEY CONTROL
 OM1211
 OM1211  NAD 83(1986)-  43 42 33.94440(N)    089 54 16.18778(W) AD(       ) 4
 OM1211  NAD 27      -  43 42 34.02700(N)    089 54 15.72700(W) AD(       ) 3
 OM1211
 OM1211.Superseded values are not recommended for survey control.
 OM1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1211.See file dsdata.txt to determine how the superseded data were derived.
 OM1211
 OM1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP6599743701(NAD 83)
 OM1211_MARKER: 53 = ELEVATED TANK
 OM1211
 OM1211  HISTORY     - Date     Condition        Report By
 OM1211  HISTORY     - 1958     FIRST OBSERVED   CGS
 OM1211  HISTORY     - 20030520 GOOD             USPSQD
 OM1211
 OM1211                          STATION DESCRIPTION
 OM1211
 OM1211'DESCRIBED BY US POWER SQUADRON 2003 (DRB)
 OM1211'RECOVERED IN GOOD CONDITION. THE WATER TANK IS A 4-LEGGED SILVER
 OM1211'CYLINDRICAL TANK WITH A CONICAL TOP.  TO REACH THE STATION, GO 0.2
 OM1211'MILE SOUTH AND THEN WEST ON COUNTY ROAD HH FROM THE INTERSECTION WITH
 OM1211'HIGHWAYS 12-16.  IT IS AT 211 W. PROSPECT ATOP A HIGH HILL ON THE
 OM1211'SOUTH SIDE OF THE ROAD, ABOVE AND SOUTH OF A BRICK PUMP HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF6047 ***********************************************************************
 DF6047  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6047  DESIGNATION -  LYNDON W GPS
 DF6047  PID         -  DF6047
 DF6047  STATE/COUNTY-  WI/SHEBOYGAN
 DF6047  USGS QUAD   -  CASCADE (1974)
 DF6047
 DF6047                         *CURRENT SURVEY CONTROL
 DF6047  ___________________________________________________________________
 DF6047* NAD 83(1997)-  43 40 27.72384(N)    088 02 23.30425(W)     ADJUSTED  
 DF6047* NAVD 88     -       344.29   (meters)    1129.6    (feet)  GPS OBS   
 DF6047  ___________________________________________________________________
 DF6047  X           -     158,053.766 (meters)                     COMP
 DF6047  Y           -  -4,618,055.003 (meters)                     COMP
 DF6047  Z           -   4,382,207.445 (meters)                     COMP
 DF6047  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 DF6047  ELLIP HEIGHT-         308.92  (meters)          (06/11/03) GPS OBS
 DF6047  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 DF6047
 DF6047  HORZ ORDER  -  FIRST
 DF6047  ELLP ORDER  -  THIRD     CLASS I
 DF6047
 DF6047.The horizontal coordinates were established by GPS observations
 DF6047.and adjusted by the National Geodetic Survey in June 2003..
 DF6047
 DF6047.The orthometric height was determined by GPS observations and a
 DF6047.high-resolution geoid model using precise GPS observation and
 DF6047.processing techniques.
 DF6047
 DF6047.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6047
 DF6047.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6047
 DF6047.The ellipsoidal height was determined by GPS observations
 DF6047.and is referenced to NAD 83.
 DF6047
 DF6047.The geoid height was determined by GEOID03.
 DF6047
 DF6047;                    North         East     Units Scale Factor Converg.
 DF6047;SPC WI S     -   187,865.507   758,053.530   MT  0.99994389   +1 20 48.7
 DF6047;SPC WI S     -   616,355.42  2,487,047.29   sFT  0.99994389   +1 20 48.7
 DF6047;UTM  16      - 4,836,231.877   416,179.606   MT  0.99968642   -0 43 05.1
 DF6047
 DF6047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6047!SPC WI S     -   0.99995156  x   0.99994389  =   0.99989545
 DF6047!UTM  16      -   0.99995156  x   0.99968642  =   0.99963800
 DF6047
 DF6047                          SUPERSEDED SURVEY CONTROL
 DF6047
 DF6047.No superseded survey control is available for this station.
 DF6047
 DF6047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1618036232(NAD 83)
 DF6047_MARKER: DD = SURVEY DISK
 DF6047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6047_STAMPING: LYNDON W GPS 2001
 DF6047_MARK LOGO: WIDT  
 DF6047_PROJECTION: FLUSH
 DF6047_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6047+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2003
 DF6047
 DF6047  HISTORY     - Date     Condition        Report By
 DF6047  HISTORY     - 2000     MONUMENTED       WIDT
 DF6047  HISTORY     - 20031204 GOOD             USPSQD
 DF6047
 DF6047                          STATION DESCRIPTION
 DF6047
 DF6047'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DF6047'THE STATION IS LOCATED ABOUT 27 KM WEST-SOUTHWEST OF SHEBOYGAN AND 10
 DF6047'KM
 DF6047'SOUTH-SOUTHWEST OF PLYMOUTH.  OWNERSHIP--TOWN OF LYNDON.  TO REACH THE
 DF6047'STATION FROM
 DF6047'THE JUNCTION OF STATE HIGHWAY 28 WITH STATE HIGHWAY 57 WITH COUNTY
 DF6047'HIGHWAY V ABOUT 8
 DF6047'KM SOUTH OF THE CITY OF PLYMOUTH, GO WEST ON STATE HIGHWAY 28 (COUNTY
 DF6047'HIGHWAY V) FOR
 DF6047'3.1 KM TO WHERE STATE HIGHWAY 28 TURNS SOUTHWEST AND COUNTY HIGHWAY V
 DF6047'CONTINUES
 DF6047'WEST, CONTINUE WEST ON COUNTY HIGHWAY V FOR 3.2 KM TO CEDAR LANE ROAD
 DF6047'ON THE RIGHT,
 DF6047'CONTINUE WEST ON COUNTY HIGHWAY V FOR 1.6 KM TO HIGHVIEW ROAD AND THE
 DF6047'STATION ON THE
 DF6047'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF6047'GEODETIC
 DF6047'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DF6047'CONCRETE POST SET TO A
 DF6047'DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS
 DF6047'21.9 M NORTH
 DF6047'OF THE CENTERLINE OF COUNTY HIGHWAY V, 9.2 M EAST OF THE CENTERLINE OF
 DF6047'HIGHVIEW ROAD,
 DF6047'18.8 M NORTHEAST OF A WOOD POST FOR A --STOP-- SIGN, 7 M NORTH OF THE
 DF6047'CENTERLINE OF A
 DF6047'GRAVEL FIELD ENTRANCE, 2 M WEST OF A CULTIVATED FIELD, 1.0 M NORTH,
 DF6047'1.0 M SOUTH, AND 1.0 M
 DF6047'EAST OF THREE 4X4 ORANGE PLASTIC WITNESS POSTS.  ---NOTE---THIS
 DF6047'STATION HAS NO VISIBLE
 DF6047'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF6047' 
 DF6047' 
 DF6047' 
 DF6047' 
 DF6047' 
 DF6047' 
 DF6047' 
 DF6047'
 DF6047
 DF6047                          STATION RECOVERY (2003)
 DF6047
 DF6047'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE8650 ***********************************************************************
 AE8650  DESIGNATION -  LYNN GPS
 AE8650  PID         -  AE8650
 AE8650  STATE/COUNTY-  WI/CLARK
 AE8650  USGS QUAD   -  GRANTON (1979)
 AE8650
 AE8650                         *CURRENT SURVEY CONTROL
 AE8650  ___________________________________________________________________
 AE8650* NAD 83(1997)-  44 34 54.86859(N)    090 24 58.49672(W)     ADJUSTED  
 AE8650* NAVD 88     -       370.6    (meters)    1216.     (feet)  VERTCON   
 AE8650  ___________________________________________________________________
 AE8650  X           -     -33,059.180 (meters)                     COMP
 AE8650  Y           -  -4,550,444.030 (meters)                     COMP
 AE8650  Z           -   4,454,612.118 (meters)                     COMP
 AE8650  LAPLACE CORR-          -6.32  (seconds)                    DEFLEC99
 AE8650  ELLIP HEIGHT-         337.07  (meters)          (06/03/99) GPS OBS
 AE8650  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 AE8650
 AE8650  HORZ ORDER  -  FIRST
 AE8650  ELLP ORDER  -  THIRD     CLASS I
 AE8650
 AE8650.The horizontal coordinates were established by GPS observations
 AE8650.and adjusted by the National Geodetic Survey in June 1999..
 AE8650
 AE8650.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE8650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE8650
 AE8650.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8650
 AE8650.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8650
 AE8650.The ellipsoidal height was determined by GPS observations
 AE8650.and is referenced to NAD 83.
 AE8650
 AE8650.The geoid height was determined by GEOID03.
 AE8650
 AE8650;                    North         East     Units Scale Factor Converg.
 AE8650;SPC WI C     -    83,264.832   566,943.944   MT  0.99995382   -0 17 37.3
 AE8650;SPC WI C     -   273,178.04  1,860,048.59   sFT  0.99995382   -0 17 37.3
 AE8650;UTM  15      - 4,939,754.802   705,115.718   MT  1.00011741   +1 48 51.3
 AE8650
 AE8650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8650!SPC WI C     -   0.99994715  x   0.99995382  =   0.99990097
 AE8650!UTM  15      -   0.99994715  x   1.00011741  =   1.00006456
 AE8650
 AE8650                          SUPERSEDED SURVEY CONTROL
 AE8650
 AE8650  NAD 83(1991)-  44 34 54.86794(N)    090 24 58.49560(W) AD(       ) 1
 AE8650  ELLIP H (04/20/98)  337.11   (m)                       GP(       ) 3 1
 AE8650  NGVD 29 (04/20/98)  370.6    (m)         1216.     (f) GPS OBS        
 AE8650
 AE8650.Superseded values are not recommended for survey control.
 AE8650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8650.See file dsdata.txt to determine how the superseded data were derived.
 AE8650
 AE8650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK0511639755(NAD 83)
 AE8650_MARKER: DD = SURVEY DISK
 AE8650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8650_STAMPING: LYNN GPS 1996
 AE8650_MARK LOGO: WI-019
 AE8650_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE8650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8650+STABILITY: SURFACE MOTION
 AE8650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8650+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE8650
 AE8650  HISTORY     - Date     Condition        Report By
 AE8650  HISTORY     - 1997     MONUMENTED       AYRES
 AE8650
 AE8650                          STATION DESCRIPTION
 AE8650
 AE8650'DESCRIBED BY AYRES ASSOCIATES 1997 (CMS)
 AE8650'THE STATION IS 14.4 KM (8.95 MI) AIR MILES NORTH 80 DEGREES EAST FROM
 AE8650'THE CLARK COUNTY COURTHOUSE.  ALSO 0.8 KM (0.50 MI) WEST ON HIGHWAY 10
 AE8650'FROM THE TOWN OF LYNN DAIRY. TO REACH THE STATION FROM THE
 AE8650'INTERSECTION OF STATE HIGHWAY 10 AND CATLIN AVENUE, GO SOUTH ON CATLIN
 AE8650'AVENUE FOR 30.5 M (100.1 FT) TO THE STATION ON THE LEFT. THE STATION
 AE8650'IS A CLARK COUNTY BRASS SURVEY DISK STAMPED ---LYNN GPS 1996---, SET
 AE8650'IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND AND 30.5 M
 AE8650'(100.1 FT) SOUTH OF THE CENTERLINE OF HIGHWAY 10, AND 10.7 M (35.1 FT)
 AE8650'EAST OF THE CENTERLINE OF CATLIN AVENUE.  THE STATION IS 2.5 M (8.2
 AE8650'FT) NORTH OF A RIGHT OF WAY POST LOCATED ON THE EAST SIDE OF CATLIN
 AE8650'AVENUE, AND 27 M (88.6 FT) SOUTH OF A POWER POLE LOCATED AT THE
 AE8650'SOUTHEAST CORNER OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0756 ***********************************************************************
 QM0756  DESIGNATION -  LYNNE
 QM0756  PID         -  QM0756
 QM0756  STATE/COUNTY-  WI/ONEIDA
 QM0756  USGS QUAD   -  PIER LAKE (1981)
 QM0756
 QM0756                         *CURRENT SURVEY CONTROL
 QM0756  ___________________________________________________________________
 QM0756* NAD 83(1991)-  45 40 25.75876(N)    089 59 30.25606(W)     ADJUSTED  
 QM0756* NAVD 88     -       494.15   (+/-2cm)    1621.2    (feet)  VERTCON   
 QM0756  ___________________________________________________________________
 QM0756  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 QM0756  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 QM0756
 QM0756  HORZ ORDER  -  SECOND
 QM0756  VERT ORDER  -  THIRD ? (See Below)
 QM0756
 QM0756.The horizontal coordinates were established by classical geodetic methods
 QM0756.and adjusted by the National Geodetic Survey in November 1991..
 QM0756
 QM0756.The NAVD 88 height was computed by applying the VERTCON shift value to
 QM0756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QM0756.The vertical order pertains to the NGVD 29 superseded value.
 QM0756
 QM0756.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0756
 QM0756.The geoid height was determined by GEOID03.
 QM0756
 QM0756;                    North         East     Units Scale Factor Converg.
 QM0756;SPC WI N     -    56,367.119   600,643.757   MT  0.99998227   +0 00 21.5
 QM0756;SPC WI N     -   184,931.12  1,970,612.06   sFT  0.99998227   +0 00 21.5
 QM0756;SPC WI C     -   204,525.020   600,643.792   MT  1.00003775   +0 00 21.0
 QM0756;SPC WI C     -   671,012.50  1,970,612.17   sFT  1.00003775   +0 00 21.0
 QM0756;UTM  16      - 5,062,161.807   266,987.746   MT  1.00026757   -2 08 28.2
 QM0756;UTM  15      - 5,062,210.058   734,299.236   MT  1.00027496   +2 09 10.8
 QM0756
 QM0756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0756!SPC WI N     -   0.99992735  x   0.99998227  =   0.99990962
 QM0756!SPC WI C     -   0.99992735  x   1.00003775  =   0.99996510
 QM0756!UTM  16      -   0.99992735  x   1.00026757  =   1.00019490
 QM0756!UTM  15      -   0.99992735  x   1.00027496  =   1.00020229
 QM0756
 QM0756:                Primary Azimuth Mark                     Grid Az
 QM0756:SPC WI N     -  LYNNE AZ MK                              000 33 29.2
 QM0756:SPC WI C     -  LYNNE AZ MK                              000 33 29.7
 QM0756:UTM  16      -  LYNNE AZ MK                              002 42 18.9
 QM0756:UTM  15      -  LYNNE AZ MK                              358 24 39.9
 QM0756
 QM0756|---------------------------------------------------------------------|
 QM0756| PID    Reference Object                     Distance      Geod. Az  |
 QM0756|                                                           dddmmss.s |
 QM0756| CJ5688 LYNNE AZ MK                                        0003350.7 |
 QM0756| CJ5689 LYNNE RM 1                           22.748 METERS 05739     |
 QM0756| QM0757 TT 6 TX USGS 1952                    23.446 METERS 16904     |
 QM0756|---------------------------------------------------------------------|
 QM0756
 QM0756                          SUPERSEDED SURVEY CONTROL
 QM0756
 QM0756  NAD 83(1986)-  45 40 25.75394(N)    089 59 30.25152(W) AD(       ) 2
 QM0756  NAD 27      -  45 40 25.89600(N)    089 59 29.71600(W) AD(       ) 2
 QM0756  NGVD 29 (07/19/86)  494.14   (m)         1621.2    (f) LEVELING    3  
 QM0756
 QM0756.Superseded values are not recommended for survey control.
 QM0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0756.See file dsdata.txt to determine how the superseded data were derived.
 QM0756
 QM0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR6698862162(NAD 83)
 QM0756_MARKER: DS = TRIANGULATION STATION DISK
 QM0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0756
 QM0756  HISTORY     - Date     Condition        Report By
 QM0756  HISTORY     - 1952     MONUMENTED       CGS
 QM0756
 QM0756                          STATION DESCRIPTION
 QM0756
 QM0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QM0756'THE STATION IS LOCATED ABOUT 11 MILES NORTHWEST OF TOMAHAWK,
 QM0756'8 MILES NORTH OF TRIPOLI, 2-1/2 MILES EAST OF THE PRICE-ONEIDA
 QM0756'COUNTY LINE, ON THE WEST SIDE OF A GRAVEL ROAD, IN SECTION
 QM0756'21, T 37 N., R 4E.  IT IS 44 FEET NORTH-NORTHEAST OF A TRIANGULAR
 QM0756'BLAZED 18 INCH BIRCH TREE, 43 FEET WEST OF THE CENTERLINE
 QM0756'OF A GRAVEL ROAD AND 5 FEET NORTHEAST OF A WHITE WITNESS
 QM0756'POST AND PROJECTS 4 INCHES.
 QM0756'
 QM0756'REFERENCE MARK NO. 1 IS STAMPED LYNNE NO 1 1952.  IT IS 23
 QM0756'FEET EAST OF THE CENTERLINE OF A GRAVEL ROAD AND PROJECTS
 QM0756'4 INCHES.
 QM0756'
 QM0756'TT 6 TX 1939 (USGS) BM IS A U.S.G.S. BENCH MARK DISK SET
 QM0756'IN THE TOP OF AN 8 INCH BY 8 INCH CONCRETE POST, STAMPED
 QM0756'TT 6 TX 1939, AND IS LEVEL WITH THE SURFACE OF THE GROUND.
 QM0756'
 QM0756'THE AZIMUTH MARK IS STAMPED LYNNE 1952.  IT IS 21 FEET WEST
 QM0756'OF THE CENTERLINE OF A GRAVEL ROAD, 12 FEET SOUTH OF A TRIANGULAR
 QM0756'BLAZED 12 INCH BIRCH TREE, 3 FEET SOUTH OF A WHITE WITNESS
 QM0756'POST AND PROJECTS 4 INCHES.
 QM0756'
 QM0756'TO REACH THE STATION FROM THE POST OFFICE IN TRIPOLI, LOCATED
 QM0756'ON U.S. HIGHWAY NO. 8, GO EAST ON U.S. HIGHWAY NO. 8 FOR
 QM0756'0.3 MILE TO SIDE ROAD LEFT AND SIGNS (WILLOW REGION), TURN
 QM0756'LEFT AND GO NORTH FOR 0.5 MILE TO T ROAD, TURN RIGHT AND
 QM0756'GO EAST THEN NORTH FOR 7.6 MILES TO SIDE ROAD RIGHT AT OLD
 QM0756'LOG CABIN, CONTINUE NORTH FOR 0.45 MILE TO SIDE ROAD LEFT,
 QM0756'CONTINUE NORTH FOR 0.05 MILE TO STATION LEFT AT THE SOUTH EDGE
 QM0756'OF A SMALL CLEARED FIELD--CONTINUE NORTH FOR 0.5 MILE TO AZIMUTH
 QM0756'MARK ON LEFT AS DESCRIBED ABOVE.
 QM0756'
 QM0756'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5346 ***********************************************************************
 DH5346  DESIGNATION -  LYNXVILLE GPS
 DH5346  PID         -  DH5346
 DH5346  STATE/COUNTY-  WI/CRAWFORD
 DH5346  USGS QUAD   -  FERRYVILLE (1983)
 DH5346
 DH5346                         *CURRENT SURVEY CONTROL
 DH5346  ___________________________________________________________________
 DH5346* NAD 83(1997)-  43 15 16.76070(N)    091 02 59.39846(W)     ADJUSTED  
 DH5346* NAVD 88     -                                                        
 DH5346  ___________________________________________________________________
 DH5346  X           -     -85,249.102 (meters)                     COMP
 DH5346  Y           -  -4,652,042.315 (meters)                     COMP
 DH5346  Z           -   4,348,347.519 (meters)                     COMP
 DH5346  LAPLACE CORR-          -6.04  (seconds)                    DEFLEC99
 DH5346  ELLIP HEIGHT-         288.88  (meters)          (08/01/05) GPS OBS
 DH5346  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 DH5346
 DH5346  HORZ ORDER  -  FIRST
 DH5346  ELLP ORDER  -  SECOND    CLASS I
 DH5346
 DH5346.The horizontal coordinates were established by GPS observations
 DH5346.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5346
 DH5346
 DH5346.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5346
 DH5346.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5346
 DH5346.The ellipsoidal height was determined by GPS observations
 DH5346.and is referenced to NAD 83.
 DH5346
 DH5346.The geoid height was determined by GEOID03.
 DH5346
 DH5346;                    North         East     Units Scale Factor Converg.
 DH5346;SPC WI S     -   139,916.594   514,757.708   MT  0.99993581   -0 43 16.8
 DH5346;SPC WI S     -   459,043.03  1,688,834.25   sFT  0.99993581   -0 43 16.8
 DH5346;UTM  15      - 4,790,940.924   658,298.797   MT  0.99990826   +1 20 11.8
 DH5346
 DH5346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5346!SPC WI S     -   0.99995470  x   0.99993581  =   0.99989051
 DH5346!UTM  15      -   0.99995470  x   0.99990826  =   0.99986296
 DH5346
 DH5346                          SUPERSEDED SURVEY CONTROL
 DH5346
 DH5346.No superseded survey control is available for this station.
 DH5346
 DH5346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH5829990941(NAD 83)
 DH5346_MARKER: DD = SURVEY DISK
 DH5346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5346_STAMPING: LYNXVILLE GPS 2004
 DH5346_MARK LOGO: WIDT  
 DH5346_PROJECTION: FLUSH
 DH5346_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5346+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5346
 DH5346  HISTORY     - Date     Condition        Report By
 DH5346  HISTORY     - 2003     MONUMENTED       WIDT
 DH5346
 DH5346                          STATION DESCRIPTION
 DH5346
 DH5346'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5346'OWNERSHIP--TOWN OF SENECA.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5346'STATE HIGHWAY  35 WITH COUNTY HIGHWAY E (SPRING STREET) VILLAGE OF
 DH5346'LYNXVILLE, GO EAST THEN NORTH ON  COUNTY HIGHWAY E (SPRING STREET) FOR
 DH5346'1.3 MI TO RIVERVIEW ROAD ON THE LEFT, TURN LEFT AND  GO WEST ON
 DH5346'RIVERVIEW ROAD FOR 0.3 MI TO WEST RIVERVIEW DR ON THE RIGHT, CONTINUE
 DH5346'WEST  ON RIVERVIEW ROAD FOR 0.2 MI TO THE STATION ON THE LEFT.  THE
 DH5346'STATION IS A BRONZE  WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH5346'SURVEY CONTROL STATION DISK SET IN  THE TOP OF A 41-CM DIAMETER
 DH5346'CONCRETE POST ABOUT LEVEL WITH THE GRAVEL ROAD.  THE  STATION IS 5.1 M
 DH5346'SOUTHEAST OF THE CENTERLINE OF RIVERVIEW ROAD, 0.2 MI WEST-SOUTHWEST
 DH5346'OF W RIVERVIEW DRIVE, 1.0 M EAST-NORTHEAST OF AN ORANGE 4X4 PLASTIC
 DH5346'WITNESS POST, 1.0 M  SOUTH OF AN ORANGE 4X4 PLASTIC WITNESS POST, AND
 DH5346'1.0 M NORTHWEST OF AN ORANGE 4X4  PLASTIC WITNESS POST.
 DH5346'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH5346'THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9492 ***********************************************************************
 DF9492  DESIGNATION -  LYONS N GPS
 DF9492  PID         -  DF9492
 DF9492  STATE/COUNTY-  WI/WALWORTH
 DF9492  USGS QUAD   -  BURLINGTON (1987)
 DF9492
 DF9492                         *CURRENT SURVEY CONTROL
 DF9492  ___________________________________________________________________
 DF9492* NAD 83(1997)-  42 39 11.11223(N)    088 22 09.18120(W)     ADJUSTED  
 DF9492* NAVD 88     -       259.381  (meters)     850.99   (feet)  ADJUSTED  
 DF9492  ___________________________________________________________________
 DF9492  X           -     133,707.933 (meters)                     COMP
 DF9492  Y           -  -4,696,413.574 (meters)                     COMP
 DF9492  Z           -   4,299,389.748 (meters)                     COMP
 DF9492  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 DF9492  ELLIP HEIGHT-         225.17  (meters)          (04/02/04) GPS OBS
 DF9492  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 DF9492  DYNAMIC HT  -         259.303 (meters)     850.73  (feet)  COMP
 DF9492  MODELED GRAV-     980,315.0   (mgal)                       NAVD 88
 DF9492
 DF9492  HORZ ORDER  -  FIRST
 DF9492  VERT ORDER  -  SECOND    CLASS I
 DF9492  ELLP ORDER  -  FOURTH    CLASS I
 DF9492
 DF9492.The horizontal coordinates were established by GPS observations
 DF9492.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DF9492
 DF9492.The orthometric height was determined by differential leveling
 DF9492.and adjusted by the National Geodetic Survey in February 2004..
 DF9492
 DF9492.Photographs are available for this station.
 DF9492
 DF9492.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9492
 DF9492.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9492
 DF9492.The ellipsoidal height was determined by GPS observations
 DF9492.and is referenced to NAD 83.
 DF9492
 DF9492.The geoid height was determined by GEOID03.
 DF9492
 DF9492.The dynamic height is computed by dividing the NAVD 88
 DF9492.geopotential number by the normal gravity value computed on the
 DF9492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9492.degrees latitude (g = 980.6199 gals.).
 DF9492
 DF9492.The modeled gravity was interpolated from observed gravity values.
 DF9492
 DF9492;                    North         East     Units Scale Factor Converg.
 DF9492;SPC WI S     -    73,860.319   733,715.043   MT  1.00001715   +1 07 13.9
 DF9492;SPC WI S     -   242,323.40  2,407,196.77   sFT  1.00001715   +1 07 13.9
 DF9492;UTM  16      - 4,723,200.529   387,770.682   MT  0.99975496   -0 55 40.2
 DF9492
 DF9492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9492!SPC WI S     -   0.99996469  x   1.00001715  =   0.99998184
 DF9492!UTM  16      -   0.99996469  x   0.99975496  =   0.99971966
 DF9492
 DF9492                          SUPERSEDED SURVEY CONTROL
 DF9492
 DF9492  NAVD 88 (04/02/04)  259.38   (m)          851.0    (f) LEVELING    3  
 DF9492
 DF9492.Superseded values are not recommended for survey control.
 DF9492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9492.See file dsdata.txt to determine how the superseded data were derived.
 DF9492
 DF9492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8777123201(NAD 83)
 DF9492_MARKER: DD = SURVEY DISK
 DF9492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9492_STAMPING: LYONS N GPS 2002
 DF9492_MARK LOGO: WIDT  
 DF9492_PROJECTION: FLUSH
 DF9492_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9492+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9492
 DF9492  HISTORY     - Date     Condition        Report By
 DF9492  HISTORY     - 2001     MONUMENTED       WIDT
 DF9492
 DF9492                          STATION DESCRIPTION
 DF9492
 DF9492'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9492'THE STATION IS LOCATED ABOUT 14 KM EAST-SOUTHEAST OF ELKHORN, 9 KM
 DF9492'NORTHEAST OF LAKE GENEVA, AND 8 KM SOUTHWEST OF BURLINGTON.
 DF9492'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9492'STATION FROM THE JUNCTION OF STATE HIGHWAY 36 WITH STATE HIGHWAY 120
 DF9492'ABOUT 12 KM SOUTHWEST OF THE CITY OF BURLINGTON, GO EAST ON STATE
 DF9492'HIGHWAY 36 FOR 3.4 KM TO WALBRANDT ROAD ON THE RIGHT, CONTINUE
 DF9492'NORTHEAST ON STATE HIGHWAY 36 FOR 1.3 KM TO THE STATION ON THE RIGHT.
 DF9492'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9492'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF9492'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 2 M ABOVE
 DF9492'THE HIGHWAY PAVEMENT. THE STATION IS 17.4 M SOUTHEAST OF THE
 DF9492'CENTERLINE OF STATE HIGHWAY 36, 160 M SOUTHWEST OF HOSPITAL ROAD, 91
 DF9492'M NORTHEAST OF TELEPHONE PEDESTAL --6267--, 66.5 M SOUTHEAST OF
 DF9492'--LYONS LIONS CLUB-- SIGN, AND 1 M NORTHWEST OF CULTIVATED FIELD.
 DF9492'---NOTE---THE STATION IS SOUTHEAST, NORTHEAST AND SOUTHWEST OF AN
 DF9492'ORANGE 4X4 PLASTIC WITNESS POST. ---NOTE2---THIS STATION HAS NO
 DF9492'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DF9492'HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0734 ***********************************************************************
 NH0734  DESIGNATION -  M
 NH0734  PID         -  NH0734
 NH0734  STATE/COUNTY-  WI/LAFAYETTE
 NH0734  USGS QUAD   -  BLANCHARDVILLE (1962)
 NH0734
 NH0734                         *CURRENT SURVEY CONTROL
 NH0734  ___________________________________________________________________
 NH0734* NAD 83(1986)-  42 48 34.     (N)    089 51 45.     (W)     SCALED    
 NH0734* NAVD 88     -       253.060  (meters)     830.25   (feet)  ADJUSTED  
 NH0734  ___________________________________________________________________
 NH0734  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 NH0734  DYNAMIC HT  -         252.983 (meters)     830.00  (feet)  COMP
 NH0734  MODELED GRAV-     980,310.8   (mgal)                       NAVD 88
 NH0734
 NH0734  VERT ORDER  -  FIRST     CLASS II
 NH0734
 NH0734.The horizontal coordinates were scaled from a topographic map and have
 NH0734.an estimated accuracy of +/- 6 seconds.
 NH0734
 NH0734.The orthometric height was determined by differential leveling
 NH0734.and adjusted by the National Geodetic Survey in June 1991..
 NH0734
 NH0734.The geoid height was determined by GEOID03.
 NH0734
 NH0734.The dynamic height is computed by dividing the NAVD 88
 NH0734.geopotential number by the normal gravity value computed on the
 NH0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0734.degrees latitude (g = 980.6199 gals.).
 NH0734
 NH0734.The modeled gravity was interpolated from observed gravity values.
 NH0734
 NH0734;                    North         East    Units  Estimated Accuracy
 NH0734;SPC WI S     -    89,930.      611,250.      MT  (+/- 180 meters Scaled)
 NH0734
 NH0734                          SUPERSEDED SURVEY CONTROL
 NH0734
 NH0734  NGVD 29 (??/??/92)  253.150  (m)          830.54   (f) ADJ UNCH    1 2
 NH0734
 NH0734.Superseded values are not recommended for survey control.
 NH0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0734.See file dsdata.txt to determine how the superseded data were derived.
 NH0734
 NH0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN659436(NAD 83)
 NH0734_MARKER: DB = BENCH MARK DISK
 NH0734_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0734_SP_SET: BUILDING
 NH0734_STAMPING: ELEV 830.543 FT
 NH0734_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0734
 NH0734  HISTORY     - Date     Condition        Report By
 NH0734  HISTORY     - UNK      MONUMENTED       CGS
 NH0734  HISTORY     - 1920     GOOD             NGS
 NH0734  HISTORY     - 19961005 MARK NOT FOUND   USPSQD
 NH0734  HISTORY     - 19981121 GOOD             USPSQD
 NH0734
 NH0734                          STATION DESCRIPTION
 NH0734
 NH0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1920
 NH0734'AT BLANCHARDVILLE.
 NH0734'AT BLANCHARDVILLE, LAFAYETTE COUNTY, ABOUT 50 YDS E OF THE
 NH0734'SIDT OF THE ILLINOIS CENTRAL RR STATION, NE OF THE MAIN CROSSING,
 NH0734'IN THE S FACE OF A BRICK BUILDING, 16 IN E OF THE SW CORNER
 NH0734'AND ABOUT 3 FT ABOVE THE GROUND.  A STANDARD DISK, STAMPED
 NH0734'ELEV. 830.543 FT. AND SET VERTICALLY.
 NH0734
 NH0734                          STATION RECOVERY (1996)
 NH0734
 NH0734'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0734'MARK NOT FOUND.
 NH0734
 NH0734                          STATION RECOVERY (1998)
 NH0734
 NH0734'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH0734'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0343 ***********************************************************************
 NH0343  DESIGNATION -  M 101
 NH0343  PID         -  NH0343
 NH0343  STATE/COUNTY-  WI/DANE
 NH0343  USGS QUAD   -  OREGON (1982)
 NH0343
 NH0343                         *CURRENT SURVEY CONTROL
 NH0343  ___________________________________________________________________
 NH0343* NAD 83(1986)-  42 57 00.     (N)    089 23 28.     (W)     SCALED    
 NH0343* NAVD 88     -       295.945  (meters)     970.95   (feet)  ADJUSTED  
 NH0343  ___________________________________________________________________
 NH0343  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 NH0343  DYNAMIC HT  -         295.863 (meters)     970.68  (feet)  COMP
 NH0343  MODELED GRAV-     980,334.5   (mgal)                       NAVD 88
 NH0343
 NH0343  VERT ORDER  -  SECOND    CLASS I
 NH0343
 NH0343.The horizontal coordinates were scaled from a topographic map and have
 NH0343.an estimated accuracy of +/- 6 seconds.
 NH0343
 NH0343.The orthometric height was determined by differential leveling
 NH0343.and adjusted by the National Geodetic Survey in February 2004..
 NH0343
 NH0343.The geoid height was determined by GEOID03.
 NH0343
 NH0343.The dynamic height is computed by dividing the NAVD 88
 NH0343.geopotential number by the normal gravity value computed on the
 NH0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0343.degrees latitude (g = 980.6199 gals.).
 NH0343
 NH0343.The modeled gravity was interpolated from observed gravity values.
 NH0343
 NH0343;                    North         East    Units  Estimated Accuracy
 NH0343;SPC WI S     -   105,720.      649,690.      MT  (+/- 180 meters Scaled)
 NH0343
 NH0343                          SUPERSEDED SURVEY CONTROL
 NH0343
 NH0343  NAVD 88 (06/15/91)  295.957  (m)          970.99   (f) UNKNOWN     2 0
 NH0343  NGVD 29 (??/??/92)  296.016  (m)          971.18   (f) ADJ UNCH    2 0
 NH0343
 NH0343.Superseded values are not recommended for survey control.
 NH0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0343.See file dsdata.txt to determine how the superseded data were derived.
 NH0343
 NH0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN049580(NAD 83)
 NH0343_MARKER: DB = BENCH MARK DISK
 NH0343_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NH0343_SP_SET: BRIDGE PIER
 NH0343_STAMPING: M 101 1934
 NH0343_MARK LOGO: CGS   
 NH0343_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NH0343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0343_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NH0343+SATELLITE: SATELLITE OBSERVATIONS - 2001
 NH0343
 NH0343  HISTORY     - Date     Condition        Report By
 NH0343  HISTORY     - 1934     MONUMENTED       CGS
 NH0343  HISTORY     - 1943     GOOD             NGS
 NH0343  HISTORY     - 2001     GOOD             WIDT
 NH0343
 NH0343                          STATION DESCRIPTION
 NH0343
 NH0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NH0343'1.4 MI N FROM OREGON.
 NH0343'1.4 MILES NORTH OF DEPOT AT ALONG THE CHICAGO AND NORTHWESTERN
 NH0343'RAILROAD AT HIWAY CONCRETE OVERPASS.  SET VERTICALLY IN WEST
 NH0343'CENTRAL CONCRETE PIER, 10 FEET WEST OF CENTERLINE OF WEST TRACK
 NH0343'AND 3 FEET ABOVE RAIL TOP.  STANDARD DISK, STAMPED M 101 1934.
 NH0343
 NH0343                          STATION RECOVERY (1943)
 NH0343
 NH0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 NH0343'RECOVERED IN GOOD CONDITION.
 NH0343
 NH0343                          STATION RECOVERY (2001)
 NH0343
 NH0343'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 NH0343'THE STATION IS LOCATED ABOUT 15 KM WEST OF STOUGHTON, 10 KM SOUTH OF
 NH0343'MADISON AND 2 KM NORTH OF OREGON.  OWNERSHIP--UNION PACIFIC RAILROAD.
 NH0343' TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 14 WITH COUNTY
 NH0343'HIGHWAY MM ABOUT 2 KM NORTH OF THE VILLAGE OF OREGON, GO SOUTH ON
 NH0343'COUNTY HIGHWAY MM FOR 0.2 KM TO COUNTY HIGHWAY M, TURN RIGHT AND GO
 NH0343'WEST ON COUNTY HIGHWAY M FOR 1.0 KM TO A RAILROAD OVERPASS AND THE
 NH0343'STATION BELOW.    THE STATION IS A BRONZE US COAST AND GEODETIC SURVEY
 NH0343'BENCH MARK DISK SET VERTICALLY IN THE CENTER CONCRETE PIER AND ABOUT
 NH0343'1 M ABOVE THE GROUND LEVEL. THE STATION IS 4.0 M WEST OF THE
 NH0343'CENTERLINE OF THE RAILS.  ---NOTE---THIS STATION IS NOT SUITABLE FOR
 NH0343'GPS OBSERVATIONS DUE TO BEING SET VERTICALLY BELOW BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0299 ***********************************************************************
 NH0299  DESIGNATION -  M 102 RESET 1972
 NH0299  PID         -  NH0299
 NH0299  STATE/COUNTY-  WI/JEFFERSON
 NH0299  USGS QUAD   -  FORT ATKINSON (1971)
 NH0299
 NH0299                         *CURRENT SURVEY CONTROL
 NH0299  ___________________________________________________________________
 NH0299* NAD 83(1986)-  42 55 33.     (N)    088 50 28.     (W)     SCALED    
 NH0299* NAVD 88     -       242.96   (+/-2cm)     797.1    (feet)  VERTCON   
 NH0299  ___________________________________________________________________
 NH0299  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 NH0299
 NH0299  VERT ORDER  -  THIRD (See Below)
 NH0299
 NH0299.The horizontal coordinates were scaled from a topographic map and have
 NH0299.an estimated accuracy of +/- 6 seconds.
 NH0299
 NH0299.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH0299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH0299.The vertical order pertains to the NGVD 29 superseded value.
 NH0299
 NH0299.The geoid height was determined by GEOID03.
 NH0299
 NH0299;                    North         East    Units  Estimated Accuracy
 NH0299;SPC WI S     -   103,510.      694,600.      MT  (+/- 180 meters Scaled)
 NH0299
 NH0299                          SUPERSEDED SURVEY CONTROL
 NH0299
 NH0299  NGVD 29 (09/01/04)  243.02   (m)          797.3    (f) RESET       3  
 NH0299
 NH0299.Superseded values are not recommended for survey control.
 NH0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0299.See file dsdata.txt to determine how the superseded data were derived.
 NH0299
 NH0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN497542(NAD 83)
 NH0299_MARKER: DB = BENCH MARK DISK
 NH0299_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NH0299_SP_SET: CONCRETE BASE
 NH0299_STAMPING: M 102 RESET 1972
 NH0299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0299_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NH0299+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2002
 NH0299
 NH0299  HISTORY     - Date     Condition        Report By
 NH0299  HISTORY     - 1972     MONUMENTED       NGS
 NH0299  HISTORY     - 20021113 GOOD             USPSQD
 NH0299  HISTORY     - 20060925 MARK NOT FOUND   USPSQD
 NH0299
 NH0299                          STATION DESCRIPTION
 NH0299
 NH0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 NH0299'AT FORT ATKINSON.
 NH0299'A STANDARD DISK SET IN A DRILL HOLE IN THE TOP AND EAST CORNER
 NH0299'OF THE NORTHEAST CONCRETE BASE FOR LEG OF WATER TANK (TORN DOWN),
 NH0299'9 FEET WEST OF THE WEST RAIL OF RAILROAD TRACKS, ABOUT 250 FEET
 NH0299'SOUTHWEST OF THE INTERSECTION OF THIRD STREET AND JANESVILLE
 NH0299'AVE., 100 FEET WEST OF THE CENTERLINE OF JANESVILLE AVE., 36 FEET
 NH0299'WEST OF THE NORTHWEST CORNER OF A METAL BUILDING (HARTWIG FEEDS)
 NH0299'AND IN THE SOUTH SECTION OF FORT ATKINSON.
 NH0299
 NH0299                          STATION RECOVERY (2002)
 NH0299
 NH0299'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 NH0299'RECOVERED IN GOOD CONDITION.  THE RAILROAD TRACKS HAVE BEEN REMOVED.
 NH0299'THE STATION IS IN A BUSH LINE 42 FEET SOUTHEAST OF THE SOUTH END OF A
 NH0299'1 FOOT HIGH CONCRETE WALL RUNNING PARALLEL TO JANESVILLE ROAD.
 NH0299
 NH0299                          STATION RECOVERY (2006)
 NH0299
 NH0299'RECOVERY NOTE BY US POWER SQUADRON 2006
 NH0299'STATION NOT FOUND.  IN 2005 A NEW PARK WAS CONSTRUCTED WITH A NEW
 NH0299'SHELTER, PIKE PATH, AND LANDSCAPPING.  THE STATION WAS EITHER COVERED
 NH0299'OR REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0239 ***********************************************************************
 OM0239  DESIGNATION -  M 103
 OM0239  PID         -  OM0239
 OM0239  STATE/COUNTY-  WI/DODGE
 OM0239  USGS QUAD   -  HORICON (1980)
 OM0239
 OM0239                         *CURRENT SURVEY CONTROL
 OM0239  ___________________________________________________________________
 OM0239* NAD 83(1986)-  43 25 26.     (N)    088 41 44.     (W)     SCALED    
 OM0239* NAVD 88     -       278.756  (meters)     914.55   (feet)  ADJUSTED  
 OM0239  ___________________________________________________________________
 OM0239  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 OM0239  DYNAMIC HT  -         278.689 (meters)     914.33  (feet)  COMP
 OM0239  MODELED GRAV-     980,371.4   (mgal)                       NAVD 88
 OM0239
 OM0239  VERT ORDER  -  SECOND    CLASS 0
 OM0239
 OM0239.The horizontal coordinates were scaled from a topographic map and have
 OM0239.an estimated accuracy of +/- 6 seconds.
 OM0239
 OM0239.The orthometric height was determined by differential leveling
 OM0239.and adjusted by the National Geodetic Survey in June 1991..
 OM0239
 OM0239.The geoid height was determined by GEOID03.
 OM0239
 OM0239.The dynamic height is computed by dividing the NAVD 88
 OM0239.geopotential number by the normal gravity value computed on the
 OM0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0239.degrees latitude (g = 980.6199 gals.).
 OM0239
 OM0239.The modeled gravity was interpolated from observed gravity values.
 OM0239
 OM0239;                    North         East    Units  Estimated Accuracy
 OM0239;SPC WI S     -   159,010.      705,620.      MT  (+/- 180 meters Scaled)
 OM0239
 OM0239                          SUPERSEDED SURVEY CONTROL
 OM0239
 OM0239  NGVD 29 (??/??/92)  278.803  (m)          914.71   (f) ADJ UNCH    2 0
 OM0239
 OM0239.Superseded values are not recommended for survey control.
 OM0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0239.See file dsdata.txt to determine how the superseded data were derived.
 OM0239
 OM0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP627092(NAD 83)
 OM0239_MARKER: DB = BENCH MARK DISK
 OM0239_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OM0239_SP_SET: ROCK CULVERT
 OM0239_STAMPING: M 103 1934
 OM0239_MARK LOGO: CGS   
 OM0239_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM0239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0239_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0239+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 OM0239
 OM0239  HISTORY     - Date     Condition        Report By
 OM0239  HISTORY     - 1934     MONUMENTED       CGS
 OM0239  HISTORY     - 19980518 GOOD             WIDT
 OM0239  HISTORY     - 20030816 GOOD             USPSQD
 OM0239  HISTORY     - 20040608 GOOD             WIDT
 OM0239  HISTORY     - 20060918 GOOD             USPSQD
 OM0239
 OM0239                          STATION DESCRIPTION
 OM0239
 OM0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0239'1.5 MI N FROM JUNEAU.
 OM0239'1.5 MILES NORTH OF DODGE COUNTY ALONG THE CHICAGO AND NORTHWESTERN
 OM0239'RAILROAD AT BRIDGE 237.  SET IN THE SOUTHWEST STONE WINGWALL,
 OM0239'13 FEET WEST OF THE CENTER LINE OF THE TRACK, 2.5 FEET BELOW
 OM0239'RAIL LEVEL.
 OM0239
 OM0239                          STATION RECOVERY (1998)
 OM0239
 OM0239'RECOVERY NOTE BY WI DEPT OF TRANSP 1998 (GRS)
 OM0239'THE STATION IS LOCATED APPROXIMATELY 11.3 KM (7.00 MI) EAST OF BEAVER
 OM0239'DAM AND 1.0 KM (0.60 MI) NORTH OF JUNEAU ALONG THE WEST SIDE OF THE
 OM0239'WILD GOOSE STATE TRAIL.  OWNERSHIP--WISCONSIN DEPARTMENT OF NATURAL
 OM0239'RESOURCES.  TO REACH THE STATION FROM THE DODGE COUNTY COURTHOUSE AT
 OM0239'THE INTERSECTION OF STATE HIGHWAY 26 (MAIN STREET) AND COUNTY HIGHWAY
 OM0239'W WITH COUNTY HIGHWAY S (EAST CENTER STREET) IN THE CITY OF JUNEAU, GO
 OM0239'NORTH ON HIGHWAY 26 AND COUNTY HIGHWAY W FOR 0.2 KM (0.10 MI) TO
 OM0239'COUNTY HIGHWAY W ON THE LEFT, CONTINUE NORTH ON STATE HIGHWAY 26 FOR
 OM0239'1.69 KM (1.05 MI) TO A CEMETERY ENTRANCE ON THE RIGHT, CONTINUE NORTH
 OM0239'ON HIGHWAY 26 FOR 0.08 KM (0.05 MI) TO THE STATION ON THE RIGHT.  THE
 OM0239'STATION IS A BRONZE CGS BENCH MARK DISK STAMPED --M 103 1934-- AND SET
 OM0239'IN A ROCK CULVERT APPROXIMATELY 0.5 M (1.6 FT) BELOW THE TRAIL. THE
 OM0239'STATION IS 18.1 M (59.4 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 4.1
 OM0239'M (13.5 FT) WEST OF THE CENTERLINE OF THE TRAIL, APPROXIMATELY 80 M
 OM0239'(262.5 FT) NORTHEAST OF THE NORTHERNMOST GRAVESTONE IN THE CEMETERY,
 OM0239'17.7 M (58.1 FT) SOUTHWEST OF A STEEL POST FOR BURIED AT-T FIBER-OPTIC
 OM0239'CABLE SIGN 251, 1.5 M (4.9 FT) SOUTH OF THE CENTERLINE OF THE ROCK
 OM0239'CULVERT, 0.5 M (1.6 FT) NORTH OF A GROUP OF FIVE TREES, AND 1 M (3.3
 OM0239'FT) WEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---VISIBLE
 OM0239'OBSTRUCTIONS AT THIS STATION ARE TREES IN ALL QUADRANTS EXTENDING TO
 OM0239'MORE THAN 60 DEGREES ABOVE THE HORIZON.
 OM0239
 OM0239                          STATION RECOVERY (2003)
 OM0239
 OM0239'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0239'RECOVERED IN GOOD CONDITION.
 OM0239
 OM0239                          STATION RECOVERY (2004)
 OM0239
 OM0239'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 OM0239'RECOVERED IN GOOD CONDITION.  STATION IS 19.5 M (NOT 18.1 M) EAST OF
 OM0239'THE CENTERLINE OF THE HIGHWAY.  STEEL POST FOR BURIED AT-T FIBER OPTIC
 OM0239'CABLE SIGN 251 NOT FOUND.
 OM0239
 OM0239                          STATION RECOVERY (2006)
 OM0239
 OM0239'RECOVERY NOTE BY US POWER SQUADRON 2006
 OM0239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0168 ***********************************************************************
 OM0168  DESIGNATION -  M 104
 OM0168  PID         -  OM0168
 OM0168  STATE/COUNTY-  WI/DODGE
 OM0168  USGS QUAD   -  WAUPUN SOUTH (1980)
 OM0168
 OM0168                         *CURRENT SURVEY CONTROL
 OM0168  ___________________________________________________________________
 OM0168* NAD 83(1986)-  43 30 36.     (N)    088 42 22.     (W)     SCALED    
 OM0168* NAVD 88     -       265.857  (meters)     872.23   (feet)  ADJUSTED  
 OM0168  ___________________________________________________________________
 OM0168  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 OM0168  DYNAMIC HT  -         265.796 (meters)     872.03  (feet)  COMP
 OM0168  MODELED GRAV-     980,381.6   (mgal)                       NAVD 88
 OM0168
 OM0168  VERT ORDER  -  SECOND    CLASS I
 OM0168
 OM0168.The horizontal coordinates were scaled from a topographic map and have
 OM0168.an estimated accuracy of +/- 6 seconds.
 OM0168
 OM0168.The orthometric height was determined by differential leveling
 OM0168.and adjusted by the National Geodetic Survey in October 2000..
 OM0168
 OM0168.The geoid height was determined by GEOID03.
 OM0168
 OM0168.The dynamic height is computed by dividing the NAVD 88
 OM0168.geopotential number by the normal gravity value computed on the
 OM0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0168.degrees latitude (g = 980.6199 gals.).
 OM0168
 OM0168.The modeled gravity was interpolated from observed gravity values.
 OM0168
 OM0168;                    North         East    Units  Estimated Accuracy
 OM0168;SPC WI S     -   168,560.      704,620.      MT  (+/- 180 meters Scaled)
 OM0168
 OM0168                          SUPERSEDED SURVEY CONTROL
 OM0168
 OM0168  NAVD 88 (06/15/91)  265.760  (m)          871.91   (f) UNKNOWN     2 0
 OM0168  NGVD 29 (??/??/92)  265.805  (m)          872.06   (f) ADJ UNCH    2 0
 OM0168
 OM0168.Superseded values are not recommended for survey control.
 OM0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0168.See file dsdata.txt to determine how the superseded data were derived.
 OM0168
 OM0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP620188(NAD 83)
 OM0168_MARKER: DB = BENCH MARK DISK
 OM0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0168_STAMPING: M 104 1934
 OM0168_MARK LOGO: CGS   
 OM0168_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0168+STABILITY: SURFACE MOTION
 OM0168_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0168+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 OM0168
 OM0168  HISTORY     - Date     Condition        Report By
 OM0168  HISTORY     - 1934     MONUMENTED       CGS
 OM0168  HISTORY     - 1977     GOOD             WIDT
 OM0168  HISTORY     - 19990713 GOOD             WIDT
 OM0168  HISTORY     - 20030813 GOOD             USPSQD
 OM0168  HISTORY     - 20040702 GOOD             WIDT
 OM0168  HISTORY     - 20060918 GOOD             USPSQD
 OM0168
 OM0168                          STATION DESCRIPTION
 OM0168
 OM0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0168'AT BURNETT.
 OM0168'ALONG THE CHICAGO AND NORTHWESTERN RAILROAD AT ROAD CROSSING,
 OM0168'5 POLES SOUTH OF MILEPOLE CHI. 153.  SET IN POST, 38 FEET EAST
 OM0168'OF CENTERLINE OF THE TRACKS, 22 FEET SOUTH OF CENTERLINE OF ROAD,
 OM0168'2 FEET WEST OF FENCE LINE AND ABOUT 3 1/2 FEET BELOW RAILS.
 OM0168
 OM0168                          STATION RECOVERY (1977)
 OM0168
 OM0168'RECOVERY NOTE BY WI DEPT OF TRANSP 1977
 OM0168'RECOVERED IN GOOD CONDITION.
 OM0168
 OM0168                          STATION RECOVERY (1999)
 OM0168
 OM0168'RECOVERY NOTE BY WI DEPT OF TRANSP 1999 (DJH)
 OM0168'THE STATION IS LOCATED ABOUT 12.9 KM (8.00 MI) EAST OF BEAVER DAM AND
 OM0168'1.0 KM (0.60 MI) NORTH OF BURNETT.  OWNERSHIP--TOWN OF BURNETT.  TO
 OM0168'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 26 WITH STATE
 OM0168'HIGHWAY 33 APPROXIMATELY 4.0 KM (2.50 MI) NORTH OF THE CITY OF JUNEAU,
 OM0168'GO NORTH ON STATE HIGHWAY 26 FOR 6.45 KM (4.00 MI) TO THE COMMUNITY OF
 OM0168'BURNETT, CONTINUE NORTH ON STATE HIGHWAY 26 (FRONT STREET) FOR 1.0 KM
 OM0168'(0.60 MI) TO THE JUNCTION WITH COUNTY HIGHWAY BI ON THE LEFT, AND
 OM0168'BURNETT DITCH ROAD ON THE RIGHT, TURN RIGHT AND GO EAST ON BURNETT
 OM0168'DITCH ROAD FOR 0.2 KM (0.10 MI) TO THE STATION ON THE RIGHT.  THE
 OM0168'STATION IS A BRONZE CGS BENCH MARK DISK STAMPED --M 104 1934-- AND SET
 OM0168'IN THE TOP OF A 23-CM (9-INCH) SQUARE CONCRETE POST PROJECTING 15 CM
 OM0168'(6 INCHES) ABOVE GROUND AND ABOUT 1 M (3.3 FT) BELOW THE TRAIL.  THE
 OM0168'STATION IS 9.9 M (32.5 FT) SOUTH OF THE CENTERLINE OF BURNETT DITCH
 OM0168'ROAD, 26.6 M (87.3 FT) SOUTHEAST OF A 10 CM (4-INCH) DIAMETER WOODEN
 OM0168'POST FOR BURIED AT-T FIBER-OPTIC CABLE SIGN --156--, 17.1 M (56.1 FT)
 OM0168'EAST OF A STEEL POST FOR BURIED AT-T FIBER-OPTIC SIGN --191--, 12.O M
 OM0168'EAST OF THE CENTERLINE OF THE WILD GOOSE STATE TRAIL, 0.9 M (3.0 FT)
 OM0168'EAST OF POWER POLE --12-15E-16.4 14/52--, 0.25 M (0.82 FT) WEST OF A
 OM0168'STEEL POST WITH A WHITE METAL CGS WITNESS SIGN, AND 0.27 M (0.89 FT)
 OM0168'EAST OF AN ORANGE FIBERGLASS WITNESS POST. ---NOTE---ALL FOUR CORNERS
 OM0168'OF THE CONCRETE POST HAVE BEEN ROUNDED FROM BEING STRUCK BY EQUIPMENT.
 OM0168'---NOTE2---VISUAL OBSTRUCTIONS AT THIS STATION ARE THE REFERENCED
 OM0168'UTILITY POLE EXTENDING TO MORE THAN 85 DEGREES ABOVE THE HORIZON, A
 OM0168'TREE APPROXIMATELY 10 M (32.8 FT) SOUTHEAST OF THE STATION EXTENDING
 OM0168'TO 50 DEGREES ABOVE THE HORIZON, AND TREES IN THE NORTHEAST QUADRANT
 OM0168'EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
 OM0168
 OM0168                          STATION RECOVERY (2003)
 OM0168
 OM0168'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0168'RECOVERED IN GOOD CONDITION.
 OM0168
 OM0168                          STATION RECOVERY (2004)
 OM0168
 OM0168'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 OM0168'RECOVERED AS DESCRIBED AND TWO WITNESS POSTS ADDED.  THE STATION IS
 OM0168'0.85 M SOUTHWEST, 0.85 M NORTHWEST OF TWO WHITE PLASTIC WITNESS POSTS,
 OM0168'AND 0.27 M EAST OF AN ORANGE CARSONITE WITNESS POST.
 OM0168
 OM0168                          STATION RECOVERY (2006)
 OM0168
 OM0168'RECOVERY NOTE BY US POWER SQUADRON 2006
 OM0168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0190 ***********************************************************************
 OM0190  DESIGNATION -  M 105
 OM0190  PID         -  OM0190
 OM0190  STATE/COUNTY-  WI/DODGE
 OM0190  USGS QUAD   -  WAUPUN NORTH (1980)
 OM0190
 OM0190                         *CURRENT SURVEY CONTROL
 OM0190  ___________________________________________________________________
 OM0190* NAD 83(1986)-  43 37 36.     (N)    088 44 06.     (W)     SCALED    
 OM0190* NAVD 88     -       278.615  (meters)     914.09   (feet)  ADJUSTED  
 OM0190  ___________________________________________________________________
 OM0190  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 OM0190  DYNAMIC HT  -         278.551 (meters)     913.88  (feet)  COMP
 OM0190  MODELED GRAV-     980,384.3   (mgal)                       NAVD 88
 OM0190
 OM0190  VERT ORDER  -  SECOND    CLASS I
 OM0190
 OM0190.The horizontal coordinates were scaled from a topographic map and have
 OM0190.an estimated accuracy of +/- 6 seconds.
 OM0190
 OM0190.The orthometric height was determined by differential leveling
 OM0190.and adjusted by the National Geodetic Survey in October 2000..
 OM0190
 OM0190.The geoid height was determined by GEOID03.
 OM0190
 OM0190.The dynamic height is computed by dividing the NAVD 88
 OM0190.geopotential number by the normal gravity value computed on the
 OM0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0190.degrees latitude (g = 980.6199 gals.).
 OM0190
 OM0190.The modeled gravity was interpolated from observed gravity values.
 OM0190
 OM0190;                    North         East    Units  Estimated Accuracy
 OM0190;SPC WI S     -   181,480.      702,090.      MT  (+/- 180 meters Scaled)
 OM0190
 OM0190                          SUPERSEDED SURVEY CONTROL
 OM0190
 OM0190  NAVD 88 (06/15/91)  278.625  (m)          914.12   (f) UNKNOWN     2 0
 OM0190  NGVD 29 (??/??/92)  278.665  (m)          914.25   (f) ADJ UNCH    2 0
 OM0190
 OM0190.Superseded values are not recommended for survey control.
 OM0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0190.See file dsdata.txt to determine how the superseded data were derived.
 OM0190
 OM0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP600318(NAD 83)
 OM0190_MARKER: DB = BENCH MARK DISK
 OM0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0190_STAMPING: M 105 1934 914.253
 OM0190_MARK LOGO: CGS   
 OM0190_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0190+STABILITY: SURFACE MOTION
 OM0190_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0190+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2006
 OM0190
 OM0190  HISTORY     - Date     Condition        Report By
 OM0190  HISTORY     - 1934     MONUMENTED       CGS
 OM0190  HISTORY     - 1954     GOOD             USGS
 OM0190  HISTORY     - 19980527 GOOD             WIDT
 OM0190  HISTORY     - 20000927 GOOD             WIDT
 OM0190  HISTORY     - 20030813 GOOD             USPSQD
 OM0190  HISTORY     - 20040714 GOOD             WIDT
 OM0190  HISTORY     - 20060919 GOOD             USPSQD
 OM0190
 OM0190                          STATION DESCRIPTION
 OM0190
 OM0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0190'AT WAUPUN.
 OM0190'ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC RAILROAD
 OM0190'AT THE LINCOLN STREET CROSSING, 4 POLES NORTH OF MILEPOLE
 OM0190'153.  SET IN POST, 45 FEET SOUTH OF CENTERLINE OF ROAD, 42
 OM0190'FEET WEST OF CENTERLINE OF THE TRACKS, 1 FOOT EAST OF FENCE
 OM0190'LINE AND ABOUT 4 FEET BELOW LEVEL OF TRACKS.
 OM0190
 OM0190                          STATION RECOVERY (1954)
 OM0190
 OM0190'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 OM0190'RECOVERED IN GOOD CONDITION.
 OM0190
 OM0190                          STATION RECOVERY (1998)
 OM0190
 OM0190'RECOVERY NOTE BY WI DEPT OF TRANSP 1998 (GRS)
 OM0190'THE STATION IS LOCATED 20.9 KM (13.00 MI) NORTH-NORTHEAST OF BEAVER
 OM0190'DAM, IN WAUPUN.  OWNERSHIP--WISCONSIN AND SOUTHERN RAILROAD COMPANY.
 OM0190'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 26 (WATERTOWN
 OM0190'STREET) WITH STATE HIGHWAY 49 (MAIN STREET) IN THE CITY OF WAUPUN, GO
 OM0190'SOUTH ON STATE HIGHWAY 26 (WATERTOWN STREET) FOR 0.72 KM (0.45 MI) TO
 OM0190'LINCOLN STREET, TURN RIGHT AND GO WEST ON LINCOLN STREET FOR 0.8 KM
 OM0190'(0.50 MI) TO THE RAILROAD GRADE CROSSING, CONTINUE WEST ACROSS THE
 OM0190'RAILROAD GRADE TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 OM0190'CGS BENCH MARK DISK STAMPED --M 105 1934 914.253-- AND SET IN THE TOP
 OM0190'OF A 23-CM (9-INCH) SQUARE CONCRETE POST RECESSED 10 CM (4 INCHES)
 OM0190'BELOW GROUND AND APPROXIMATELY 1.5 M (4.9 FT) BELOW THE RAIL.  THE
 OM0190'STATION IS 14.8 M (48.6 FT) SOUTH OF THE CENTERLINE OF LINCOLN STREET,
 OM0190'10.8 M (35.4 FT) WEST OF THE WEST RAIL, 13.7 M (44.9 FT)
 OM0190'EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE NORTHEAST BRICK COLUMN
 OM0190'ENTRANCE WALL FOR THE EAST ENTRANCE/EXIT OF THE WISCONSIN DEPARTMENT
 OM0190'OF CORRECTIONS FACILITY, 4.9 M (16.1 FT) NORTHWEST OF THE CENTER OF A
 OM0190'SEWER INLET, 4.8 M (15.7 FT) EAST-NORTHEAST OF A FIRE HYDRANT, AND
 OM0190'0.83 M (2.72 FT) NORTH OF AN ORANGE FIBERGLASS WITNESS POST.
 OM0190'---NOTE---APPROXIMATELY 10 CM (4 INCHES) OF THE NORTHWEST CORNER OF
 OM0190'THE CONCRETE POST HAS BEEN BROKEN OFF.  ---NOTE2---THIS STATION HAS NO
 OM0190'VISIBLE OBSTRUCTIONS EXTENDING TO MORE THAN 15 DEGREES ABOVE THE
 OM0190'HORIZON EXCEPT FOR A TREE EAST-SOUTHEAST OF THE STATION EXTENDING TO
 OM0190'30 DEGREES ABOVE THE HORIZON, TREES IN THE SOUTHWEST QUADRANT EXTENDED
 OM0190'TO 30 DEGREES ABOVE THE HORIZON, AND HIGH-VOLTAGE TRANSMISSION LINES
 OM0190'SUSPENDED DIRECTLY ABOVE THE STATION.
 OM0190
 OM0190                          STATION RECOVERY (2000)
 OM0190
 OM0190'RECOVERY NOTE BY WI DEPT OF TRANSP 2000 (DJH)
 OM0190'RECOVERED AS DESCRIBED.
 OM0190
 OM0190                          STATION RECOVERY (2003)
 OM0190
 OM0190'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0190'RECOVERED IN GOOD CONDITION.
 OM0190
 OM0190                          STATION RECOVERY (2004)
 OM0190
 OM0190'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 OM0190'RECOVERED AS DESCRIBED EXCEPT THE STATION IS 0.45 M NORTH OF AN ORANGE
 OM0190'CARSONITE WITNESS POST.
 OM0190
 OM0190                          STATION RECOVERY (2006)
 OM0190
 OM0190'RECOVERY NOTE BY US POWER SQUADRON 2006
 OM0190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0260 ***********************************************************************
 OM0260  DESIGNATION -  M 106
 OM0260  PID         -  OM0260
 OM0260  STATE/COUNTY-  WI/WAUKESHA
 OM0260  USGS QUAD   -  OCONOMOWOC EAST (1976)
 OM0260
 OM0260                         *CURRENT SURVEY CONTROL
 OM0260  ___________________________________________________________________
 OM0260* NAD 83(1986)-  43 06 18.     (N)    088 28 48.     (W)     SCALED    
 OM0260* NAVD 88     -       269.321  (meters)     883.60   (feet)  ADJUSTED  
 OM0260  ___________________________________________________________________
 OM0260  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 OM0260  DYNAMIC HT  -         269.252 (meters)     883.37  (feet)  COMP
 OM0260  MODELED GRAV-     980,355.7   (mgal)                       NAVD 88
 OM0260
 OM0260  VERT ORDER  -  SECOND    CLASS 0
 OM0260
 OM0260.The horizontal coordinates were scaled from a topographic map and have
 OM0260.an estimated accuracy of +/- 6 seconds.
 OM0260
 OM0260.The orthometric height was determined by differential leveling
 OM0260.and adjusted by the National Geodetic Survey in June 1991..
 OM0260
 OM0260.The geoid height was determined by GEOID03.
 OM0260
 OM0260.The dynamic height is computed by dividing the NAVD 88
 OM0260.geopotential number by the normal gravity value computed on the
 OM0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0260.degrees latitude (g = 980.6199 gals.).
 OM0260
 OM0260.The modeled gravity was interpolated from observed gravity values.
 OM0260
 OM0260;                    North         East    Units  Estimated Accuracy
 OM0260;SPC WI S     -   123,880.      723,720.      MT  (+/- 180 meters Scaled)
 OM0260
 OM0260                          SUPERSEDED SURVEY CONTROL
 OM0260
 OM0260  NGVD 29 (??/??/92)  269.386  (m)          883.81   (f) ADJ UNCH    2 0
 OM0260
 OM0260.Superseded values are not recommended for survey control.
 OM0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0260.See file dsdata.txt to determine how the superseded data were derived.
 OM0260
 OM0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN795735(NAD 83)
 OM0260_MARKER: DB = BENCH MARK DISK
 OM0260_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OM0260_SP_SET: CONCRETE FOOTING
 OM0260_STAMPING: M-106 1934
 OM0260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0260
 OM0260  HISTORY     - Date     Condition        Report By
 OM0260  HISTORY     - 1934     MONUMENTED       CGS
 OM0260
 OM0260                          STATION DESCRIPTION
 OM0260
 OM0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0260'AT OCONOMOWOC.
 OM0260'ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC RAILROAD,
 OM0260'3 1/2 POLES EAST OF MILEPOST 117.  SET IN THE CENTER OF THE
 OM0260'SOUTH FOOTING OF HIGHWAY OVERPASS C66 1/2, 24 FEET SOUTH OF
 OM0260'THE CENTER LINE OF THE SOUTH TRACK, 1.5 FOOT ABOVE THE RAIL LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0428 ***********************************************************************
 OM0428  DESIGNATION -  M 107
 OM0428  PID         -  OM0428
 OM0428  STATE/COUNTY-  WI/DANE
 OM0428  USGS QUAD   -  MARSHALL (1981)
 OM0428
 OM0428                         *CURRENT SURVEY CONTROL
 OM0428  ___________________________________________________________________
 OM0428* NAD 83(1986)-  43 10 59.     (N)    089 06 53.     (W)     SCALED    
 OM0428* NAVD 88     -       264.950  (meters)     869.26   (feet)  ADJUSTED  
 OM0428  ___________________________________________________________________
 OM0428  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 OM0428  DYNAMIC HT  -         264.880 (meters)     869.03  (feet)  COMP
 OM0428  MODELED GRAV-     980,348.0   (mgal)                       NAVD 88
 OM0428
 OM0428  VERT ORDER  -  SECOND    CLASS I
 OM0428
 OM0428.The horizontal coordinates were scaled from a topographic map and have
 OM0428.an estimated accuracy of +/- 6 seconds.
 OM0428
 OM0428.The orthometric height was determined by differential leveling
 OM0428.and adjusted by the National Geodetic Survey in June 1991..
 OM0428
 OM0428.The geoid height was determined by GEOID03.
 OM0428
 OM0428.The dynamic height is computed by dividing the NAVD 88
 OM0428.geopotential number by the normal gravity value computed on the
 OM0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0428.degrees latitude (g = 980.6199 gals.).
 OM0428
 OM0428.The modeled gravity was interpolated from observed gravity values.
 OM0428
 OM0428;                    North         East    Units  Estimated Accuracy
 OM0428;SPC WI S     -   131,810.      671,970.      MT  (+/- 180 meters Scaled)
 OM0428
 OM0428                          SUPERSEDED SURVEY CONTROL
 OM0428
 OM0428  NGVD 29 (??/??/92)  265.007  (m)          869.44   (f) ADJ UNCH    2 0
 OM0428
 OM0428.Superseded values are not recommended for survey control.
 OM0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0428.See file dsdata.txt to determine how the superseded data were derived.
 OM0428
 OM0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN281833(NAD 83)
 OM0428_MARKER: DB = BENCH MARK DISK
 OM0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0428_STAMPING: M 107 1934
 OM0428_MARK LOGO: CGS   
 OM0428_PROJECTION: FLUSH
 OM0428_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OM0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0428+STABILITY: SURFACE MOTION
 OM0428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0428+SATELLITE: SATELLITE OBSERVATIONS - 2001
 OM0428
 OM0428  HISTORY     - Date     Condition        Report By
 OM0428  HISTORY     - 1934     MONUMENTED       CGS
 OM0428  HISTORY     - 2001     GOOD             WIDT
 OM0428
 OM0428                          STATION DESCRIPTION
 OM0428
 OM0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0428'2.9 MI W FROM MARSHALL.
 OM0428'2.9 MILES WEST OF THE DEPOT AT MARSHALL ALONG THE CHICAGO, MILWAUKEE,
 OM0428'ST PAUL AND PACIFIC RAILROAD, 3 POLES EAST OF MILEPOST 17 AT
 OM0428'PRIVATE CROSSING.  SET IN CONCRETE POST 55 FEET WEST OF POLE, 24
 OM0428'FEET NORTH OF THE CENTER LINE OF THE TRACK, 13 FEET WEST OF THE
 OM0428'CENTER LINE OF THE ROAD, 0.5 FOOT BELOW RAIL LEVEL.
 OM0428
 OM0428                          STATION RECOVERY (2001)
 OM0428
 OM0428'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OM0428'THE STATION IS LOCATED ABOUT 27 KM EAST-NORTHEAST OF MADISON, AND 8
 OM0428'KM EAST OF SUN PRAIRIE. OWNERSHIP--WISCONSIN AND SOUTHERN RAILROAD.
 OM0428'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 19 WITH STATE
 OM0428'HIGHWAY 73 IN THE VILLAGE OF MARSHALL, GO WEST ON STATE HIGHWAY 19
 OM0428'FOR 3.4 KM TO COUNTY HIGHWAY TT ON THE RIGHT, TURN RIGHT AND GO NORTH
 OM0428'ON COUNTY HIGHWAY TT FOR 0.8 KM TO BERLIN ROAD, CONTINUE NORTH ON
 OM0428'BERLIN ROAD FOR 0.2 KM TO THE RAILROAD TRACKS AND THE STATION ON THE
 OM0428'LEFT. THE STATION IS A BRONZE US COAST AND GEODETIC SURVEY BENCH MARK
 OM0428'DISK SET IN THE TOP OF A 20-CM SQUARE CONCRETE POST ABOUT LEVEL WITH
 OM0428'THE RAILROAD TRACKS. THE STATION IS 770 M WEST OF THE CENTERLINE OF
 OM0428'BERLIN ROAD, 18.3 M NORTHWEST OF A SIGN POST --HIGH VOLTAGE CABLE--,
 OM0428'12.8 M NORTH OF A SIGN POST --HIGH VOLTAGE CABLE--, 6.1 M NORTH OF
 OM0428'THE NORTH RAIL OF THE RAILROAD TRACKS, AND 5 M WEST OF THE CENTERLINE
 OM0428'OF A FIELD ENTRANCE.  ---NOTE--THE STATION IS 1.0 M SOUTH OF AN
 OM0428'ORANGE FIBERGLASS WITNESS POST. ---NOTE2---THIS STATION HAS NO
 OM0428'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 OM0428'HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0483 ***********************************************************************
 OM0483  DESIGNATION -  M 109
 OM0483  PID         -  OM0483
 OM0483  STATE/COUNTY-  WI/SAUK
 OM0483  USGS QUAD   -  NORTH FREEDOM (1975)
 OM0483
 OM0483                         *CURRENT SURVEY CONTROL
 OM0483  ___________________________________________________________________
 OM0483* NAD 83(1986)-  43 26 12.     (N)    089 46 12.     (W)     SCALED    
 OM0483* NAVD 88     -       300.017  (meters)     984.31   (feet)  ADJUSTED  
 OM0483  ___________________________________________________________________
 OM0483  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 OM0483  DYNAMIC HT  -         299.934 (meters)     984.03  (feet)  COMP
 OM0483  MODELED GRAV-     980,334.9   (mgal)                       NAVD 88
 OM0483
 OM0483  VERT ORDER  -  SECOND    CLASS 0
 OM0483
 OM0483.The horizontal coordinates were scaled from a topographic map and have
 OM0483.an estimated accuracy of +/- 6 seconds.
 OM0483
 OM0483.The orthometric height was determined by differential leveling
 OM0483.and adjusted by the National Geodetic Survey in June 1991..
 OM0483
 OM0483.The geoid height was determined by GEOID03.
 OM0483
 OM0483.The dynamic height is computed by dividing the NAVD 88
 OM0483.geopotential number by the normal gravity value computed on the
 OM0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0483.degrees latitude (g = 980.6199 gals.).
 OM0483
 OM0483.The modeled gravity was interpolated from observed gravity values.
 OM0483
 OM0483;                    North         East    Units  Estimated Accuracy
 OM0483;SPC WI S     -   159,630.      618,620.      MT  (+/- 180 meters Scaled)
 OM0483
 OM0483                          SUPERSEDED SURVEY CONTROL
 OM0483
 OM0483  NGVD 29 (??/??/92)  300.056  (m)          984.43   (f) ADJ UNCH    2 0
 OM0483
 OM0483.Superseded values are not recommended for survey control.
 OM0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0483.See file dsdata.txt to determine how the superseded data were derived.
 OM0483
 OM0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP758130(NAD 83)
 OM0483_MARKER: DB = BENCH MARK DISK
 OM0483_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OM0483_SP_SET: CONCRETE FELLOE GUARD
 OM0483_STAMPING: M-109 1934
 OM0483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0483
 OM0483  HISTORY     - Date     Condition        Report By
 OM0483  HISTORY     - 1934     MONUMENTED       CGS
 OM0483
 OM0483                          STATION DESCRIPTION
 OM0483
 OM0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0483'3.4 MI S FROM BARABOO.
 OM0483'3.4 MILES SOUTH OF SAUK COURT HOUSE ALONG U.S. HIGHWAY 12.  SET
 OM0483'IN THE NORTHEAST END OF THE EAST FELLOE GUARD OF 50 FOOT CONCRETE
 OM0483'BRIDGE, 12 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT
 OM0483'0.1 MILE SOUTH OF FILLING STATION AT THE JUNCTION OF ROAD FROM
 OM0483'THE EAST, 0.5 FOOT ABOVE ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO0042 ***********************************************************************
 QO0042  DESIGNATION -  M 11
 QO0042  PID         -  QO0042
 QO0042  STATE/COUNTY-  WI/BARRON
 QO0042  USGS QUAD   -  ALMENA (1978)
 QO0042
 QO0042                         *CURRENT SURVEY CONTROL
 QO0042  ___________________________________________________________________
 QO0042* NAD 83(1986)-  45 25 04.     (N)    092 02 41.     (W)     SCALED    
 QO0042* NAVD 88     -       360.759  (meters)    1183.59   (feet)  ADJUSTED  
 QO0042  ___________________________________________________________________
 QO0042  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 QO0042  DYNAMIC HT  -         360.719 (meters)    1183.46  (feet)  COMP
 QO0042  MODELED GRAV-     980,497.2   (mgal)                       NAVD 88
 QO0042
 QO0042  VERT ORDER  -  FIRST     CLASS II
 QO0042
 QO0042.The horizontal coordinates were scaled from a topographic map and have
 QO0042.an estimated accuracy of +/- 6 seconds.
 QO0042
 QO0042.The orthometric height was determined by differential leveling
 QO0042.and adjusted by the National Geodetic Survey in June 1991..
 QO0042
 QO0042.The geoid height was determined by GEOID03.
 QO0042
 QO0042.The dynamic height is computed by dividing the NAVD 88
 QO0042.geopotential number by the normal gravity value computed on the
 QO0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0042.degrees latitude (g = 980.6199 gals.).
 QO0042
 QO0042.The modeled gravity was interpolated from observed gravity values.
 QO0042
 QO0042;                    North         East    Units  Estimated Accuracy
 QO0042;SPC WI C     -   178,080.      439,980.      MT  (+/- 180 meters Scaled)
 QO0042
 QO0042                          SUPERSEDED SURVEY CONTROL
 QO0042
 QO0042  NGVD 29 (??/??/92)  360.719  (m)         1183.46   (f) ADJ UNCH    1 2
 QO0042
 QO0042.Superseded values are not recommended for survey control.
 QO0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0042.See file dsdata.txt to determine how the superseded data were derived.
 QO0042
 QO0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL747298(NAD 83)
 QO0042_MARKER: DB = BENCH MARK DISK
 QO0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0042_STAMPING: M-11 1933
 QO0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0042+STABILITY: SURFACE MOTION
 QO0042
 QO0042  HISTORY     - Date     Condition        Report By
 QO0042  HISTORY     - 1933     MONUMENTED       CGS
 QO0042  HISTORY     - 1935     GOOD             NGS
 QO0042  HISTORY     - 1980     GOOD             NGS
 QO0042  HISTORY     - 20040908 MARK NOT FOUND   WIDT
 QO0042
 QO0042                          STATION DESCRIPTION
 QO0042
 QO0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QO0042'IN ALMENA.
 QO0042'IN THE WESTERN PART OF TOWN ON THE NORTHWEST CORNER OF FIRST ROAD
 QO0042'CROSSING WEST OF DEPOT, 730 FEET EAST OF MILE POST 81, 23.3 FEET WEST
 QO0042'OF CENTERLINE OF SAID ROAD, 95.3 FEET NORTH OF NORTH RAIL OF MAIN
 QO0042'TRACK, 1.5 FEET SOUTH OF RAILROAD RIGHT OF WAY FENCE.
 QO0042
 QO0042                          STATION RECOVERY (1935)
 QO0042
 QO0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 QO0042'RECOVERED IN GOOD CONDITION.
 QO0042
 QO0042                          STATION RECOVERY (1980)
 QO0042
 QO0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 QO0042'NOTE-NOT LEVELED AT THIS TIME.
 QO0042'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 QO0042'THE MARK IS 0.3 M BELOW THE STREET.
 QO0042
 QO0042                          STATION RECOVERY (2004)
 QO0042
 QO0042'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QO0042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0018 ***********************************************************************
 NJ0018  DESIGNATION -  M 110
 NJ0018  PID         -  NJ0018
 NJ0018  STATE/COUNTY-  WI/LAFAYETTE
 NJ0018  USGS QUAD   -  PLATTEVILLE (1952)
 NJ0018
 NJ0018                         *CURRENT SURVEY CONTROL
 NJ0018  ___________________________________________________________________
 NJ0018* NAD 83(1986)-  42 42 26.     (N)    090 24 46.     (W)     SCALED    
 NJ0018* NAVD 88     -       319.276  (meters)    1047.49   (feet)  ADJUSTED  
 NJ0018  ___________________________________________________________________
 NJ0018  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 NJ0018  DYNAMIC HT  -         319.180 (meters)    1047.18  (feet)  COMP
 NJ0018  MODELED GRAV-     980,311.6   (mgal)                       NAVD 88
 NJ0018
 NJ0018  VERT ORDER  -  SECOND    CLASS 0
 NJ0018
 NJ0018.The horizontal coordinates were scaled from a topographic map and have
 NJ0018.an estimated accuracy of +/- 6 seconds.
 NJ0018
 NJ0018.The orthometric height was determined by differential leveling
 NJ0018.and adjusted by the National Geodetic Survey in June 1991..
 NJ0018
 NJ0018.The geoid height was determined by GEOID03.
 NJ0018
 NJ0018.The dynamic height is computed by dividing the NAVD 88
 NJ0018.geopotential number by the normal gravity value computed on the
 NJ0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0018.degrees latitude (g = 980.6199 gals.).
 NJ0018
 NJ0018.The modeled gravity was interpolated from observed gravity values.
 NJ0018
 NJ0018;                    North         East    Units  Estimated Accuracy
 NJ0018;SPC WI S     -    78,650.      566,180.      MT  (+/- 180 meters Scaled)
 NJ0018
 NJ0018                          SUPERSEDED SURVEY CONTROL
 NJ0018
 NJ0018  NGVD 29 (??/??/92)  319.347  (m)         1047.72   (f) ADJ UNCH    2 0
 NJ0018
 NJ0018.Superseded values are not recommended for survey control.
 NJ0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0018.See file dsdata.txt to determine how the superseded data were derived.
 NJ0018
 NJ0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH118315(NAD 83)
 NJ0018_MARKER: DB = BENCH MARK DISK
 NJ0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0018_STAMPING: M 110 1934
 NJ0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0018+STABILITY: SURFACE MOTION
 NJ0018
 NJ0018  HISTORY     - Date     Condition        Report By
 NJ0018  HISTORY     - 1934     MONUMENTED       CGS
 NJ0018  HISTORY     - 19961005 MARK NOT FOUND   USPSQD
 NJ0018  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 NJ0018
 NJ0018                          STATION DESCRIPTION
 NJ0018
 NJ0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0018'AT IPSWICH.
 NJ0018'AT IPSWICH, LAFAYETTE  COUNTY, ABOUT 75 FEET SOUTH OF
 NJ0018'THE CHICAGO AND NORTH WESTERN RAILWAY STATION, ABOUT 4 POLES
 NJ0018'SOUTH OF MILEPOST 166, AT A ROAD CROSSING, 36 FEET SOUTH OF THE
 NJ0018'CENTER LINE OF THE ROAD, 21 FEET WEST OF THE CENTER LINE OF THE
 NJ0018'TRACK, AND 6 FEET SOUTH OF A POLE.  A STANDARD DISK, STAMPED M
 NJ0018'110 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NJ0018
 NJ0018                          STATION RECOVERY (1996)
 NJ0018
 NJ0018'RECOVERY NOTE BY US POWER SQUADRON 1996
 NJ0018'MARK NOT FOUND.
 NJ0018
 NJ0018                          STATION RECOVERY (1998)
 NJ0018
 NJ0018'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0018'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0040 ***********************************************************************
 NJ0040  DESIGNATION -  M 111 RESET
 NJ0040  PID         -  NJ0040
 NJ0040  STATE/COUNTY-  WI/LAFAYETTE
 NJ0040  USGS QUAD   -  SHULLSBURG (1976)
 NJ0040
 NJ0040                         *CURRENT SURVEY CONTROL
 NJ0040  ___________________________________________________________________
 NJ0040* NAD 83(1986)-  42 34 07.     (N)    090 10 18.     (W)     SCALED    
 NJ0040* NAVD 88     -       334.12   (+/-2cm)    1096.2    (feet)  VERTCON   
 NJ0040  ___________________________________________________________________
 NJ0040  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 NJ0040
 NJ0040  VERT ORDER  -  THIRD (See Below)
 NJ0040
 NJ0040.The horizontal coordinates were scaled from a topographic map and have
 NJ0040.an estimated accuracy of +/- 6 seconds.
 NJ0040
 NJ0040.The NAVD 88 height was computed by applying the VERTCON shift value to
 NJ0040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NJ0040.The vertical order pertains to the NGVD 29 superseded value.
 NJ0040
 NJ0040.The geoid height was determined by GEOID03.
 NJ0040
 NJ0040;                    North         East    Units  Estimated Accuracy
 NJ0040;SPC WI S     -    63,180.      585,900.      MT  (+/- 180 meters Scaled)
 NJ0040
 NJ0040                          SUPERSEDED SURVEY CONTROL
 NJ0040
 NJ0040  NGVD 29 (09/01/04)  334.19   (m)         1096.4    (f) RESET       3  
 NJ0040
 NJ0040.Superseded values are not recommended for survey control.
 NJ0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0040.See file dsdata.txt to determine how the superseded data were derived.
 NJ0040
 NJ0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH321167(NAD 83)
 NJ0040_MARKER: DV = VERTICAL CONTROL DISK
 NJ0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0040_STAMPING: M 111 RESET 1971
 NJ0040_MARK LOGO: NGS   
 NJ0040_PROJECTION: PROJECTING 4 CENTIMETERS
 NJ0040_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NJ0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0040+STABILITY: SURFACE MOTION
 NJ0040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0040+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2002
 NJ0040
 NJ0040  HISTORY     - Date     Condition        Report By
 NJ0040  HISTORY     - 1971     MONUMENTED       NGS
 NJ0040  HISTORY     - 19981118 GOOD             USPSQD
 NJ0040  HISTORY     - 20020801 GOOD             WIDT
 NJ0040
 NJ0040                          STATION DESCRIPTION
 NJ0040
 NJ0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 NJ0040'3 MI E FROM SHULLSBERG.
 NJ0040'2.6 MILES EAST ALONG STATE HIGHWAY 11 FROM ITS JUNCTION WITH
 NJ0040'COUNTY ROAD U AT THE NORTHEAST EDGE OF SHULLSBERG TO A CROSSROAD
 NJ0040'(COUNTY RD. E TO THE LEFT).  TURN RIGHT AND GO SOUTH ON PAVED
 NJ0040'ROAD FOR 0.9 MILE TO THE MARK ON THE LEFT, 1 FOOT NORTHEAST OF A
 NJ0040'METAL WITNESS POST, 27 FEET EAST OF THE CENTERLINE OF THE
 NJ0040'ROAD, SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING ABOUT 5
 NJ0040'INCHES.
 NJ0040
 NJ0040                          STATION RECOVERY (1998)
 NJ0040
 NJ0040'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0040'RECOVERED IN GOOD CONDITION.
 NJ0040
 NJ0040                          STATION RECOVERY (2002)
 NJ0040
 NJ0040'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (TSS)
 NJ0040'OWNERSHIP-- TOWNSHIP OF GRATIOT.  TO REACH THE STATION FROM THE
 NJ0040'JUNCTION OF STATE HIGHWAY 11 WITH STATE HIGHWAY 23, ABOUT 5 MI (8.05
 NJ0040'KM) EAST OF THE CITY OF SHULLSBURG, GO WEST ON STATE HIGHWAY 11 FOR
 NJ0040'2.0 MI (3.22 KM) TO COUNTY HIGHWAY EAST ON THE RIGHT AND SUMMIT ROAD
 NJ0040'ON THE LEFT, TURN LEFT AND GO SOUTH ON SUMMIT ROAD FOR 0.8 MI (1.29
 NJ0040'KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE US COAST AND
 NJ0040'GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP OF A 24-CM SQUARE
 NJ0040'CONCRETE POST AND IS ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION
 NJ0040'IS 8.1 M (26.6 FT) EAST OF THE CENTERLINE OF SUMMIT ROAD, 46 M (150.9
 NJ0040'FT) SOUTH OF A POWER POLE, 32.1 M (105.3 FT) NORTH-NORTHEAST OF A WOOD
 NJ0040'POST FOR A --STOP-- SIGN, 22.3 M (73.2 FT) NORTH OF POWER POLE
 NJ0040'--G-7-01-5-35--, 0.4 M (1.3 FT) WEST OF A FENCE, 0.4 M (1.3 FT) NORTH
 NJ0040'OF A METAL WITNESS POST, AND 0.2 M (0.7 FT) WEST OF AN ORANGE PLASTIC
 NJ0040'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 NJ0040'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0769 ***********************************************************************
 NH0769  DESIGNATION -  M 112 RESET 1964
 NH0769  PID         -  NH0769
 NH0769  STATE/COUNTY-  WI/GREEN
 NH0769  USGS QUAD   -  JUDA (1982)
 NH0769
 NH0769                         *CURRENT SURVEY CONTROL
 NH0769  ___________________________________________________________________
 NH0769* NAD 83(1986)-  42 35 09.     (N)    089 30 15.     (W)     SCALED    
 NH0769* NAVD 88     -       253.70   (+/-2cm)     832.3    (feet)  VERTCON   
 NH0769  ___________________________________________________________________
 NH0769  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 NH0769
 NH0769  VERT ORDER  -  THIRD (See Below)
 NH0769
 NH0769.The horizontal coordinates were scaled from a topographic map and have
 NH0769.an estimated accuracy of +/- 6 seconds.
 NH0769
 NH0769.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH0769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH0769.The vertical order pertains to the NGVD 29 superseded value.
 NH0769
 NH0769.The geoid height was determined by GEOID03.
 NH0769
 NH0769;                    North         East    Units  Estimated Accuracy
 NH0769;SPC WI S     -    65,200.      640,700.      MT  (+/- 180 meters Scaled)
 NH0769
 NH0769                          SUPERSEDED SURVEY CONTROL
 NH0769
 NH0769  NGVD 29 (09/01/04)  253.78   (m)          832.6    (f) RESET       3  
 NH0769
 NH0769.Superseded values are not recommended for survey control.
 NH0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0769.See file dsdata.txt to determine how the superseded data were derived.
 NH0769
 NH0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN945178(NAD 83)
 NH0769_MARKER: DD = SURVEY DISK
 NH0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0769_STAMPING: M 112 RESET 1964
 NH0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0769+STABILITY: SURFACE MOTION
 NH0769
 NH0769  HISTORY     - Date     Condition        Report By
 NH0769  HISTORY     - 1964     MONUMENTED       WIHD
 NH0769  HISTORY     - 20010303 GOOD             NGS
 NH0769
 NH0769                          STATION DESCRIPTION
 NH0769
 NH0769'DESCRIBED BY WI HIGHWAY DEPT 1964
 NH0769'AT JUDA.
 NH0769'AT THE SOUTHWEST EDGE OF JUDA, ABOUT 195 FEET WEST OF THE
 NH0769'INTERSECTION OF COUNTY TRUNK HIGHWAYS KS AND S, 34 FEET SOUTHEAST
 NH0769'OF THE CENTERLINE OF THE CHICAGO, ST. PAUL AND PACIFIC RAILROAD,
 NH0769'33 FEET NORTH OF THE CENTERLINE OF HIGHWAY KS, 20 FEET WEST OF
 NH0769'THE CENTER OF A CONCRETE BRIDGE, AND SET IN THE TOP OF A 12-INCH
 NH0769'SQUARE CONCRETE POST PROJECTING 4 INCHES.  A WITNESS POST IS
 NH0769'SET NEAR THE MARK.
 NH0769
 NH0769                          STATION RECOVERY (2001)
 NH0769
 NH0769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0769'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0783 ***********************************************************************
 NH0783  DESIGNATION -  M 113
 NH0783  PID         -  NH0783
 NH0783  STATE/COUNTY-  WI/GREEN
 NH0783  USGS QUAD   -  BELLEVILLE (1981)
 NH0783
 NH0783                         *CURRENT SURVEY CONTROL
 NH0783  ___________________________________________________________________
 NH0783* NAD 83(1986)-  42 50 07.     (N)    089 32 55.     (W)     SCALED    
 NH0783* NAVD 88     -       262.910  (meters)     862.56   (feet)  ADJUSTED  
 NH0783  ___________________________________________________________________
 NH0783  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 NH0783  DYNAMIC HT  -         262.836 (meters)     862.32  (feet)  COMP
 NH0783  MODELED GRAV-     980,333.3   (mgal)                       NAVD 88
 NH0783
 NH0783  VERT ORDER  -  SECOND    CLASS 0
 NH0783
 NH0783.The horizontal coordinates were scaled from a topographic map and have
 NH0783.an estimated accuracy of +/- 6 seconds.
 NH0783
 NH0783.The orthometric height was determined by differential leveling
 NH0783.and adjusted by the National Geodetic Survey in June 1991..
 NH0783
 NH0783.The geoid height was determined by GEOID03.
 NH0783
 NH0783.The dynamic height is computed by dividing the NAVD 88
 NH0783.geopotential number by the normal gravity value computed on the
 NH0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0783.degrees latitude (g = 980.6199 gals.).
 NH0783
 NH0783.The modeled gravity was interpolated from observed gravity values.
 NH0783
 NH0783;                    North         East    Units  Estimated Accuracy
 NH0783;SPC WI S     -    92,890.      636,900.      MT  (+/- 180 meters Scaled)
 NH0783
 NH0783                          SUPERSEDED SURVEY CONTROL
 NH0783
 NH0783  NGVD 29 (??/??/92)  262.985  (m)          862.81   (f) ADJ UNCH    2 0
 NH0783
 NH0783.Superseded values are not recommended for survey control.
 NH0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0783.See file dsdata.txt to determine how the superseded data were derived.
 NH0783
 NH0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN917456(NAD 83)
 NH0783_MARKER: DB = BENCH MARK DISK
 NH0783_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0783_SP_SET: BRIDGE
 NH0783_STAMPING: M-113 1934
 NH0783_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0783
 NH0783  HISTORY     - Date     Condition        Report By
 NH0783  HISTORY     - 1934     MONUMENTED       CGS
 NH0783  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH0783
 NH0783                          STATION DESCRIPTION
 NH0783
 NH0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NH0783'1.9 MI S FROM BELLEVILLE.
 NH0783'1.9 MILES SOUTH OF THE DEPOT AT BELLEVILLE.  ALONG THE ILLINOIS
 NH0783'CENTRAL RAILROAD, 1/2 POLE SOUTH OF MILEPOST M-19.  SET IN THE
 NH0783'NORTHEAST CORNER OF THE NORTHEAST WINGWALL OF CONCRETE HIGHWAY
 NH0783'BRIDGE OPPOSITE RAILROAD BRIDGE R-42-0.  60 FEET WEST OF THE
 NH0783'CENTER LINE OF THE RAILROAD, 12 FEET EAST OF THE CENTER LINE OF
 NH0783'THE ROAD, 3 FEET BELOW RAIL LEVEL.
 NH0783
 NH0783                          STATION RECOVERY (2001)
 NH0783
 NH0783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0783'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0115 ***********************************************************************
 OM0115  DESIGNATION -  M 114
 OM0115  PID         -  OM0115
 OM0115  STATE/COUNTY-  WI/WAUKESHA
 OM0115  USGS QUAD   -  WAUKESHA (1994)
 OM0115
 OM0115                         *CURRENT SURVEY CONTROL
 OM0115  ___________________________________________________________________
 OM0115* NAD 83(1986)-  43 00 32.     (N)    088 13 56.     (W)     SCALED    
 OM0115* NAVD 88     -       253.925  (meters)     833.09   (feet)  ADJUSTED  
 OM0115  ___________________________________________________________________
 OM0115  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 OM0115  DYNAMIC HT  -         253.855 (meters)     832.86  (feet)  COMP
 OM0115  MODELED GRAV-     980,337.7   (mgal)                       NAVD 88
 OM0115
 OM0115  VERT ORDER  -  SECOND    CLASS 0
 OM0115
 OM0115.The horizontal coordinates were scaled from a topographic map and have
 OM0115.an estimated accuracy of +/- 6 seconds.
 OM0115
 OM0115.The orthometric height was determined by differential leveling
 OM0115.and adjusted by the National Geodetic Survey in June 1991..
 OM0115
 OM0115.The geoid height was determined by GEOID03.
 OM0115
 OM0115.The dynamic height is computed by dividing the NAVD 88
 OM0115.geopotential number by the normal gravity value computed on the
 OM0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0115.degrees latitude (g = 980.6199 gals.).
 OM0115
 OM0115.The modeled gravity was interpolated from observed gravity values.
 OM0115
 OM0115;                    North         East    Units  Estimated Accuracy
 OM0115;SPC WI S     -   113,610.      744,110.      MT  (+/- 180 meters Scaled)
 OM0115
 OM0115                          SUPERSEDED SURVEY CONTROL
 OM0115
 OM0115  NGVD 29 (??/??/92)  253.996  (m)          833.32   (f) ADJ UNCH    2 0
 OM0115
 OM0115.Superseded values are not recommended for survey control.
 OM0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0115.See file dsdata.txt to determine how the superseded data were derived.
 OM0115
 OM0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN995625(NAD 83)
 OM0115_MARKER: DB = BENCH MARK DISK
 OM0115_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OM0115_SP_SET: STEP
 OM0115_STAMPING: M-114 1934
 OM0115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0115
 OM0115  HISTORY     - Date     Condition        Report By
 OM0115  HISTORY     - 1934     MONUMENTED       CGS
 OM0115  HISTORY     - 20030317 MARK NOT FOUND   USPSQD
 OM0115
 OM0115                          STATION DESCRIPTION
 OM0115
 OM0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0115'AT WAUKESHA.
 OM0115'MARK SET IN THE NORTHEAST CORNER OF THE SECOND STEP OF THE
 OM0115'PUBLIC LIBRARY IN CUTLERS PARK, 16 FEET NORTH, THENCE 7 FEET
 OM0115'EAST OF THE FRONT (NORTH) ENTRANCE, 1.5 FOOT ABOVE THE LEVEL
 OM0115'OF THE GROUND.
 OM0115
 OM0115                          STATION RECOVERY (2003)
 OM0115
 OM0115'RECOVERY NOTE BY US POWER SQUADRON 2003 (RB)
 OM0115'NEW LIBRARY WAS BUILT IN 1998.  MARK SHOULD BE PRESUMED TO BE
 OM0115'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0325 ***********************************************************************
 NH0325  DESIGNATION -  M 115
 NH0325  PID         -  NH0325
 NH0325  STATE/COUNTY-  WI/WALWORTH
 NH0325  USGS QUAD   -  WALWORTH (1994)
 NH0325
 NH0325                         *CURRENT SURVEY CONTROL
 NH0325  ___________________________________________________________________
 NH0325* NAD 83(1986)-  42 31 32.     (N)    088 33 39.     (W)     SCALED    
 NH0325* NAVD 88     -       307.200  (meters)    1007.87   (feet)  ADJUSTED  
 NH0325  ___________________________________________________________________
 NH0325  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 NH0325  DYNAMIC HT  -         307.103 (meters)    1007.55  (feet)  COMP
 NH0325  MODELED GRAV-     980,296.6   (mgal)                       NAVD 88
 NH0325
 NH0325  VERT ORDER  -  SECOND    CLASS I
 NH0325
 NH0325.The horizontal coordinates were scaled from a topographic map and have
 NH0325.an estimated accuracy of +/- 6 seconds.
 NH0325
 NH0325.The orthometric height was determined by differential leveling
 NH0325.and adjusted by the National Geodetic Survey in June 1991..
 NH0325
 NH0325.The geoid height was determined by GEOID03.
 NH0325
 NH0325.The dynamic height is computed by dividing the NAVD 88
 NH0325.geopotential number by the normal gravity value computed on the
 NH0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0325.degrees latitude (g = 980.6199 gals.).
 NH0325
 NH0325.The modeled gravity was interpolated from observed gravity values.
 NH0325
 NH0325;                    North         East    Units  Estimated Accuracy
 NH0325;SPC WI S     -    59,410.      718,250.      MT  (+/- 180 meters Scaled)
 NH0325
 NH0325                          SUPERSEDED SURVEY CONTROL
 NH0325
 NH0325  NGVD 29 (??/??/92)  307.262  (m)         1008.08   (f) ADJ UNCH    2 0
 NH0325
 NH0325.Superseded values are not recommended for survey control.
 NH0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0325.See file dsdata.txt to determine how the superseded data were derived.
 NH0325
 NH0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN718093(NAD 83)
 NH0325_MARKER: DB = BENCH MARK DISK
 NH0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0325_STAMPING: M 115 1934
 NH0325_MARK LOGO: CGS   
 NH0325_PROJECTION: PROJECTING 15 CENTIMETERS
 NH0325_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NH0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0325+STABILITY: SURFACE MOTION
 NH0325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH0325+SATELLITE: SATELLITE OBSERVATIONS - 2001
 NH0325
 NH0325  HISTORY     - Date     Condition        Report By
 NH0325  HISTORY     - 1934     MONUMENTED       CGS
 NH0325  HISTORY     - 1960     GOOD             NGS
 NH0325  HISTORY     - 2001     GOOD             WIDT
 NH0325
 NH0325                          STATION DESCRIPTION
 NH0325
 NH0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NH0325'2.2 MI SE FROM WALWORTH.
 NH0325'ABOUT 2.15 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NH0325'AND PACIFIC RAILROAD FROM THE STATION AT WALWORTH, 0.35 MILE
 NH0325'NORTHWEST OF MILEPOLE 71, ABOUT 8 RAILS NORTHWEST OF THE CROSSING
 NH0325'OF COBBLESTONE ROAD, ON THE TOP AND NEAR THE NORTHWEST END OF
 NH0325'A SMALL RIDGE THAT LEADS SOUTHEAST AND AWAY FROM THE TRACK AND
 NH0325'PASSES THE SOUTHEAST EDGE OF A LARGE STOCK POND, 28 1/2 FEET
 NH0325'SOUTHWEST OF THE SOUTHWEST RAIL, 37 1/2 FEET EAST OF THE SECOND
 NH0325'TELEPHONE POLE NORTHWEST OF THE CROSSING, 19 1/2 FEET NORTHEAST
 NH0325'OF THE RIGHT-OF-WAY FENCE LINE, 1 1/2 FEET NORTHEAST OF A STEEL
 NH0325'WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE TRACK, AND
 NH0325'SET IN TOP OF A CONCRETE PST PROJECTING 5 INCHES.
 NH0325
 NH0325                          STATION RECOVERY (2001)
 NH0325
 NH0325'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 NH0325'THE STATION IS LOCATED ABOUT 14 KM SOUTHEAST OF DELAVAN, 9 KM
 NH0325'SOUTHWEST OF LAKE GENEVA, AND 3 KM EAST OF WALWORTH.
 NH0325'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION. TO REACH THE
 NH0325'STATION FROM THE JUNCTION OF US HIGHWAY 14 AND STATE HIGHWAY 67 IN
 NH0325'THE VILLAGE OF WALWORTH, GO EAST ON STATE HIGHWAY 67 FOR 0.8 KM TO
 NH0325'WHERE STATE HIGHWAY 67 TURNS TO THE NORTH AND COUNTY HIGHWAY B
 NH0325'CONTINUES AHEAD, CONTINUE EAST ON COUNTY HIGHWAY B FOR 2.3 KM TO
 NH0325'COBBLESTONE ROAD ON THE RIGHT AND INDIAN HILLS ROAD ON THE LEFT, TURN
 NH0325'RIGHT AND GO SOUTH ON COBBLESTONE ROAD FOR 0.6 KM TO THE WISCONSIN
 NH0325'AND SOUTHERN RAILROAD TRACKS AND THE STATION ON THE RIGHT. THE
 NH0325'STATION IS A BRONZE US COAST AND GEODETIC BENCH MARK DISK SET IN THE
 NH0325'TOP OF A 24-CM SQUARE CONCRETE POST ABOUT LEVEL WITH THE RAILROAD
 NH0325'TRACKS. THE STATION IS 85 M WEST OF THE CENTERLINE OF INDIAN HILLS
 NH0325'ROAD, 8.8 M SOUTH OF SOUTH RAIL OF RAILROAD TRACKS, 5.9 M NORTH OF
 NH0325'BARBED WIRE FENCE, AND 0.5 M NORTH OF A METAL WITNESS POST.
 NH0325'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 NH0325'THAN 20 DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE TO THE WEST
 NH0325'EXTENDING TO 23 DEGREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0285 ***********************************************************************
 PN0285  DESIGNATION -  M 118
 PN0285  PID         -  PN0285
 PN0285  STATE/COUNTY-  WI/WAUPACA
 PN0285  USGS QUAD   -  BEAR CREEK (1992)
 PN0285
 PN0285                         *CURRENT SURVEY CONTROL
 PN0285  ___________________________________________________________________
 PN0285* NAD 83(1986)-  44 36 59.     (N)    088 43 54.     (W)     SCALED    
 PN0285* NAVD 88     -       249.334  (meters)     818.02   (feet)  ADJUSTED  
 PN0285  ___________________________________________________________________
 PN0285  GEOID HEIGHT-         -36.28  (meters)                     GEOID03
 PN0285  DYNAMIC HT  -         249.297 (meters)     817.90  (feet)  COMP
 PN0285  MODELED GRAV-     980,464.6   (mgal)                       NAVD 88
 PN0285
 PN0285  VERT ORDER  -  SECOND    CLASS 0
 PN0285
 PN0285.This mark is at Clintonville Airport (CLI)
 PN0285
 PN0285.The horizontal coordinates were scaled from a topographic map and have
 PN0285.an estimated accuracy of +/- 6 seconds.
 PN0285
 PN0285.The orthometric height was determined by differential leveling
 PN0285.and adjusted by the National Geodetic Survey in June 1991..
 PN0285
 PN0285.The geoid height was determined by GEOID03.
 PN0285
 PN0285.The dynamic height is computed by dividing the NAVD 88
 PN0285.geopotential number by the normal gravity value computed on the
 PN0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0285.degrees latitude (g = 980.6199 gals.).
 PN0285
 PN0285.The modeled gravity was interpolated from observed gravity values.
 PN0285
 PN0285;                    North         East    Units  Estimated Accuracy
 PN0285;SPC WI C     -    87,800.      700,660.      MT  (+/- 180 meters Scaled)
 PN0285
 PN0285                          SUPERSEDED SURVEY CONTROL
 PN0285
 PN0285  NGVD 29 (??/??/92)  249.360  (m)          818.11   (f) ADJ UNCH    2 0
 PN0285
 PN0285.Superseded values are not recommended for survey control.
 PN0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0285.See file dsdata.txt to determine how the superseded data were derived.
 PN0285
 PN0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ626417(NAD 83)
 PN0285_MARKER: DB = BENCH MARK DISK
 PN0285_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PN0285_SP_SET: CONCRETE BASE
 PN0285_STAMPING: M 118 1965
 PN0285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PN0285_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0285+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2003
 PN0285
 PN0285  HISTORY     - Date     Condition        Report By
 PN0285  HISTORY     - 1965     MONUMENTED       CGS
 PN0285  HISTORY     - 1968     GOOD             NGS
 PN0285  HISTORY     - 1981     GOOD             USGS
 PN0285  HISTORY     - 20020418 GOOD             WIDT
 PN0285  HISTORY     - 20030702 GOOD             USPSQD
 PN0285
 PN0285                          STATION DESCRIPTION
 PN0285
 PN0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 PN0285'1 MI SE FROM CLINTONVILLE.
 PN0285'THE STATION IS LOCATED AT THE CLINTONVILLE MUNICIPAL AIRPORT,
 PN0285'ABOUT 400 FEET SOUTHEAST OF THE AIRLINES TERMINAL BUILDING,
 PN0285'ABOUT 380 FEET SOUTHWEST OF A HANGAR.  THE MARK IS SET IN A DRILL
 PN0285'HOLE IN THE CONCRETE BASE OF THE LADDER OF THE STANDARD, STEEL
 PN0285'AIRPORT BEACON.
 PN0285
 PN0285                          STATION RECOVERY (1968)
 PN0285
 PN0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 PN0285'RECOVERED IN GOOD CONDITION.
 PN0285
 PN0285                          STATION RECOVERY (1981)
 PN0285
 PN0285'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 PN0285'RECOVERED IN GOOD CONDITION.
 PN0285
 PN0285                          STATION RECOVERY (2002)
 PN0285
 PN0285'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (GRS)
 PN0285'RECOVERED IN GOOD CONDITION.
 PN0285
 PN0285                          STATION RECOVERY (2003)
 PN0285
 PN0285'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0285'RECOVERED IN GOOD CONDITION.  ADD-- FROM JUNCTION OF HIGHWAY 45 AND
 PN0285'22, GO NORTH ON HIGHWAY 22 FOR 0.2 MILE TO 7TH STREET, THEN EAST ON
 PN0285'7TH STREET FOR 0.95 MILE TO KLEMP STREET, CONTINUE ON 7TH STREET FOR
 PN0285'0.55 MILE TO THE AIRPORT ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0467 ***********************************************************************
 NJ0467  DESIGNATION -  M 121
 NJ0467  PID         -  NJ0467
 NJ0467  STATE/COUNTY-  WI/GRANT
 NJ0467  USGS QUAD   -  BAGLEY (1962)
 NJ0467
 NJ0467                         *CURRENT SURVEY CONTROL
 NJ0467  ___________________________________________________________________
 NJ0467* NAD 83(1986)-  42 54 39.     (N)    091 06 39.     (W)     SCALED    
 NJ0467* NAVD 88     -       191.423  (meters)     628.03   (feet)  ADJUSTED  
 NJ0467  ___________________________________________________________________
 NJ0467  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 NJ0467  DYNAMIC HT  -         191.375 (meters)     627.87  (feet)  COMP
 NJ0467  MODELED GRAV-     980,363.9   (mgal)                       NAVD 88
 NJ0467
 NJ0467  VERT ORDER  -  FIRST     CLASS I
 NJ0467
 NJ0467.The horizontal coordinates were scaled from a topographic map and have
 NJ0467.an estimated accuracy of +/- 6 seconds.
 NJ0467
 NJ0467.The orthometric height was determined by differential leveling
 NJ0467.and adjusted by the National Geodetic Survey in June 1991..
 NJ0467
 NJ0467.The geoid height was determined by GEOID03.
 NJ0467
 NJ0467.The dynamic height is computed by dividing the NAVD 88
 NJ0467.geopotential number by the normal gravity value computed on the
 NJ0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0467.degrees latitude (g = 980.6199 gals.).
 NJ0467
 NJ0467.The modeled gravity was interpolated from observed gravity values.
 NJ0467
 NJ0467;                    North         East    Units  Estimated Accuracy
 NJ0467;SPC WI S     -   101,790.      509,300.      MT  (+/- 180 meters Scaled)
 NJ0467
 NJ0467                          SUPERSEDED SURVEY CONTROL
 NJ0467
 NJ0467  NGVD 29 (??/??/92)  191.471  (m)          628.18   (f) ADJ UNCH    1 1
 NJ0467
 NJ0467.Superseded values are not recommended for survey control.
 NJ0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0467.See file dsdata.txt to determine how the superseded data were derived.
 NJ0467
 NJ0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH542526(NAD 83)
 NJ0467_MARKER: DB = BENCH MARK DISK
 NJ0467_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NJ0467_SP_SET: RAILROAD ABUTMENT
 NJ0467_STAMPING: M 121 1970
 NJ0467_MARK LOGO: NGS   
 NJ0467_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NJ0467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0467+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2002
 NJ0467
 NJ0467  HISTORY     - Date     Condition        Report By
 NJ0467  HISTORY     - 1970     MONUMENTED       NGS
 NJ0467  HISTORY     - 19980930 GOOD             USPSQD
 NJ0467  HISTORY     - 20020917 GOOD             WIDT
 NJ0467
 NJ0467                          STATION DESCRIPTION
 NJ0467
 NJ0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0467'0.8 MI NW FROM BAGLEY.
 NJ0467'ABOUT 0.15 MILE SOUTH ALONG THE MAIN STREET FROM THE POST OFFICE
 NJ0467'AT BAGLEY, THENCE 0.65 MILE NORTHWEST ALONG THE BURLINGTON
 NJ0467'NORTHERN RAILROAD, 32.6 FEET NORTHWEST OF MILEPOST 229, SET
 NJ0467'IN THE TOP OF THE NORTHEAST END OF THE LEDGE ON THE SOUTHEAST
 NJ0467'CONCRETE ABUTMENT OF RAILROAD BRIDGE NUMBER 229.02, 10.5 FEET
 NJ0467'NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST TRACK, 55
 NJ0467'FEET NORTHWEST OF THE CENTER LINE OF A TRACK ROAD, AND ABOUT
 NJ0467'4 FEET BELOW THE LEVEL OF THE TRACK.  SECTION 17, T 5N, R 6W.
 NJ0467
 NJ0467                          STATION RECOVERY (1998)
 NJ0467
 NJ0467'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0467'RECOVERED IN GOOD CONDITION.
 NJ0467
 NJ0467                          STATION RECOVERY (2002)
 NJ0467
 NJ0467'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (TSS)
 NJ0467'OWNERSHIP--BURLINGTON NORTHERN RAILROAD.  TO REACH THE STATION FROM
 NJ0467'THE JUNCTION OF COUNTY HIGHWAY X WITH COUNTY HIGHWAY A AT THE
 NJ0467'INTERSECTION OF BAGLEY AVENUE WITH CHICAGO STREET IN THE VILLAGE OF
 NJ0467'BAGLEY, GO NORTHWEST ON COUNTY HIGHWAY X FOR 0.4 MI (0.64 KM) TO READY
 NJ0467'HOLLOW ROAD ON THE RIGHT, CONTINUE NORTHWEST ON COUNTY HIGHWAY X FOR
 NJ0467'0.05 MI (0.08 KM) TO A FIELD ENTRANCE ON THE LEFT.  TURN LEFT ON THE
 NJ0467'FIELD ROAD AND GO WEST FOR 0.2 MI (0.32 KM) TO THE RAILROAD TRACKS AND
 NJ0467'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE US COAST AND
 NJ0467'GEODETIC SURVEY BENCH MARK DISK SET IN THE NORTHEAST END OF THE
 NJ0467'SOUTHEAST CONCRETE ABUTMENT AND ABOUT 1.5 M (4.9 FT) BELOW THE
 NJ0467'RAILROAD TRACKS.  THE STATION IS 17 M (55.8 FT) NORTH-NORTHWEST OF THE
 NJ0467'CENTERLINE OF THE FIELD ENTRANCE ROAD AND 3.1 M (10.2 FT)
 NJ0467'EAST-NORTHEAST OF THE SOUTHEAST RAIL.  ---NOTE---THIS STATION HAS NO
 NJ0467'VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 NJ0467'HORIZON.  ---NOTE2---THE RAILROAD BRIDGE NUMBER IS 229.02.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0369 ***********************************************************************
 ON0369  DESIGNATION -  M 122
 ON0369  PID         -  ON0369
 ON0369  STATE/COUNTY-  WI/CRAWFORD
 ON0369  USGS QUAD   -  EASTMAN (1983)
 ON0369
 ON0369                         *CURRENT SURVEY CONTROL
 ON0369  ___________________________________________________________________
 ON0369* NAD 83(1986)-  43 11 50.     (N)    091 06 44.     (W)     SCALED    
 ON0369* NAVD 88     -       192.574  (meters)     631.80   (feet)  ADJUSTED  
 ON0369  ___________________________________________________________________
 ON0369  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 ON0369  DYNAMIC HT  -         192.530 (meters)     631.66  (feet)  COMP
 ON0369  MODELED GRAV-     980,388.4   (mgal)                       NAVD 88
 ON0369
 ON0369  VERT ORDER  -  FIRST     CLASS I
 ON0369
 ON0369.The horizontal coordinates were scaled from a topographic map and have
 ON0369.an estimated accuracy of +/- 6 seconds.
 ON0369
 ON0369.The orthometric height was determined by differential leveling
 ON0369.and adjusted by the National Geodetic Survey in June 1991..
 ON0369
 ON0369.The geoid height was determined by GEOID03.
 ON0369
 ON0369.The dynamic height is computed by dividing the NAVD 88
 ON0369.geopotential number by the normal gravity value computed on the
 ON0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0369.degrees latitude (g = 980.6199 gals.).
 ON0369
 ON0369.The modeled gravity was interpolated from observed gravity values.
 ON0369
 ON0369;                    North         East    Units  Estimated Accuracy
 ON0369;SPC WI S     -   133,600.      509,610.      MT  (+/- 180 meters Scaled)
 ON0369
 ON0369                          SUPERSEDED SURVEY CONTROL
 ON0369
 ON0369  NGVD 29 (??/??/92)  192.626  (m)          631.97   (f) ADJ UNCH    1 1
 ON0369
 ON0369.Superseded values are not recommended for survey control.
 ON0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0369.See file dsdata.txt to determine how the superseded data were derived.
 ON0369
 ON0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH533844(NAD 83)
 ON0369_MARKER: DB = BENCH MARK DISK
 ON0369_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ON0369_SP_SET: CULVERT
 ON0369_STAMPING: M 122 1970
 ON0369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0369
 ON0369  HISTORY     - Date     Condition        Report By
 ON0369  HISTORY     - 1970     MONUMENTED       NGS
 ON0369
 ON0369                          STATION DESCRIPTION
 ON0369
 ON0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0369'1.2 MI SW FROM LOCK AND DAM NUMBER 9.
 ON0369'ABOUT 1.2 MILES SOUTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD
 ON0369'FROM LOCK AND DAM NUMBER 9, 16 1/2 RAILS SOUTHWEST OF MILEPOST
 ON0369'250, 400 FEET WEST AND ACROSS STATE HIGHWAY 35 FROM THE FALLING
 ON0369'ROCK BAIT SHOP AND SERVICE STATION, 6.8 FEET SOUTHEAST OF THE
 ON0369'SOUTHEAST RAIL OF THE SOUTHEAST TRACK, SET IN THE TOP OF THE
 ON0369'NORTHEAST END OF THE SOUTHEAST CONCRETE HEADWALL OF AN 8- X
 ON0369'12-FOOT CONCRETE BOX CULVERT WHICH IS USED AS A ROAD UNDERPASS
 ON0369'FOR A PRIVATE ROAD WHICH LEADS TO GORDONS BAY BOAT LANDING,
 ON0369'AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.  SECTION 5,
 ON0369'T 8N, R 6W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0434 ***********************************************************************
 ON0434  DESIGNATION -  M 123
 ON0434  PID         -  ON0434
 ON0434  STATE/COUNTY-  WI/VERNON
 ON0434  USGS QUAD   -  DE SOTO (1983)
 ON0434
 ON0434                         *CURRENT SURVEY CONTROL
 ON0434  ___________________________________________________________________
 ON0434* NAD 83(1986)-  43 29 04.     (N)    091 12 43.     (W)     SCALED    
 ON0434* NAVD 88     -       196.650  (meters)     645.18   (feet)  ADJUSTED  
 ON0434  ___________________________________________________________________
 ON0434  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 ON0434  DYNAMIC HT  -         196.612 (meters)     645.05  (feet)  COMP
 ON0434  MODELED GRAV-     980,422.1   (mgal)                       NAVD 88
 ON0434
 ON0434  VERT ORDER  -  FIRST     CLASS I
 ON0434
 ON0434.The horizontal coordinates were scaled from a topographic map and have
 ON0434.an estimated accuracy of +/- 6 seconds.
 ON0434
 ON0434.The orthometric height was determined by differential leveling
 ON0434.and adjusted by the National Geodetic Survey in June 1991..
 ON0434
 ON0434.The geoid height was determined by GEOID03.
 ON0434
 ON0434.The dynamic height is computed by dividing the NAVD 88
 ON0434.geopotential number by the normal gravity value computed on the
 ON0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0434.degrees latitude (g = 980.6199 gals.).
 ON0434
 ON0434.The modeled gravity was interpolated from observed gravity values.
 ON0434
 ON0434;                    North         East    Units  Estimated Accuracy
 ON0434;SPC WI S     -   165,620.      501,970.      MT  (+/- 180 meters Scaled)
 ON0434
 ON0434                          SUPERSEDED SURVEY CONTROL
 ON0434
 ON0434  NGVD 29 (??/??/92)  196.689  (m)          645.30   (f) ADJ UNCH    1 1
 ON0434
 ON0434.Superseded values are not recommended for survey control.
 ON0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0434.See file dsdata.txt to determine how the superseded data were derived.
 ON0434
 ON0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ445161(NAD 83)
 ON0434_MARKER: DB = BENCH MARK DISK
 ON0434_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ON0434_SP_SET: CULVERT HEADWALL
 ON0434_STAMPING: M 123 1970
 ON0434_MARK LOGO: NGS   
 ON0434_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ON0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0434+STABILITY: SURFACE MOTION
 ON0434_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0434+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2003
 ON0434
 ON0434  HISTORY     - Date     Condition        Report By
 ON0434  HISTORY     - 1970     MONUMENTED       NGS
 ON0434  HISTORY     - 1975     GOOD             THOMAS
 ON0434  HISTORY     - 20030412 GOOD             WIDT
 ON0434
 ON0434                          STATION DESCRIPTION
 ON0434
 ON0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0434'AT VICTORY.
 ON0434'AT VICTORY, 191.0 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION
 ON0434'OF STATE HIGHWAY 35 AND COUNTY ROAD UU, 188 FEET EAST AND ACROSS
 ON0434'THE HIGHWAY FROM THE EAST RAIL OF THE EAST TRACK OF THE BURLINGTON
 ON0434'NORTHERN RAILROAD, 80 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 ON0434'SET IN THE TOP AND 1.4 FEET NORTH OF THE SOUTH END OF THE EAST
 ON0434'CONCRETE HEADWALL OF AN 11- X 5-FOOT CONCRETE CULVERT WITH A
 ON0434'METAL GUARDRAIL, 29 YARDS EAST OF THE CENTER OF THE JUNCTION OF
 ON0434'THE HIGHWAY AND A GRAVELED ROAD WHICH LEADS EAST, 21 1/2 FEET
 ON0434'NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 8 FEET ABOVE THE
 ON0434'LEVEL OF THE TRACK, AND ABOUT 8 1/2 FEET ABOVE THE LEVEL OF THE
 ON0434'HIGHWAY.  SECTION 28, T 12N, R 7W.
 ON0434
 ON0434                          STATION RECOVERY (1975)
 ON0434
 ON0434'RECOVERY NOTE BY THOMAS ENG AND SURV 1975
 ON0434'RECOVERED IN GOOD CONDITION.
 ON0434
 ON0434                          STATION RECOVERY (2003)
 ON0434
 ON0434'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 ON0434'OWNERSHIP--WISONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 ON0434'STATION FROM THE NORTH JUNCTION OF STATE HIGHWAY 35 WITH STATE HIGHWAY
 ON0434'82 IN THE VILLAGE OF DE SOTO, GO NORTH ON STATE HIGWAY 35 FOR 4.39 MI
 ON0434'(7.07 KM) TO COUNTY HIGHWAY UU ON THE RIGHT AND THE STATION ON THE
 ON0434'RIGHT.  THE STATION IS A BRONZE NATIONAL GEODETIC SURVEY BENCH MARK
 ON0434'DISK SET IN THE SOUTH END OF THE EAST HEADWALL WITH A METAL RAILING
 ON0434'ABOUT 0.5 M (1.6 FT) ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 23.7
 ON0434'M (77.8 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 35, 16 M (52.5 FT)
 ON0434'NORTH OF POWER POLE --9525 BB 16--, 5.4 M (17.7 FT) NORTH OF THE
 ON0434'CENTERLINE OF TOWN ROAD, 1.0 M (3.3 FT) WEST-NORTHWEST OF A STEEL SIGN
 ON0434'POST --E802--.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 ON0434'OBSERVATION DUE TO THE TREES IN THE NORTHEAST QUADRANT EXTENDING TO 50
 ON0434'DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0250 ***********************************************************************
 ON0250  DESIGNATION -  M 124
 ON0250  PID         -  ON0250
 ON0250  STATE/COUNTY-  WI/LA CROSSE
 ON0250  USGS QUAD   -  LA CROSSE (1993)
 ON0250
 ON0250                         *CURRENT SURVEY CONTROL
 ON0250  ___________________________________________________________________
 ON0250* NAD 83(1986)-  43 47 35.     (N)    091 14 38.     (W)     SCALED    
 ON0250* NAVD 88     -       205.754  (meters)     675.04   (feet)  ADJUSTED  
 ON0250  ___________________________________________________________________
 ON0250  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 ON0250  DYNAMIC HT  -         205.717 (meters)     674.92  (feet)  COMP
 ON0250  MODELED GRAV-     980,434.1   (mgal)                       NAVD 88
 ON0250
 ON0250  VERT ORDER  -  FIRST     CLASS I
 ON0250
 ON0250.The horizontal coordinates were scaled from a topographic map and have
 ON0250.an estimated accuracy of +/- 6 seconds.
 ON0250
 ON0250.The orthometric height was determined by differential leveling
 ON0250.and adjusted by the National Geodetic Survey in June 1991..
 ON0250
 ON0250.The geoid height was determined by GEOID03.
 ON0250
 ON0250.The dynamic height is computed by dividing the NAVD 88
 ON0250.geopotential number by the normal gravity value computed on the
 ON0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0250.degrees latitude (g = 980.6199 gals.).
 ON0250
 ON0250.The modeled gravity was interpolated from observed gravity values.
 ON0250
 ON0250;                    North         East    Units  Estimated Accuracy
 ON0250;SPC WI S     -   199,940.      499,890.      MT  (+/- 180 meters Scaled)
 ON0250
 ON0250                          SUPERSEDED SURVEY CONTROL
 ON0250
 ON0250  NGVD 29 (??/??/92)  205.772  (m)          675.10   (f) ADJ UNCH    1 1
 ON0250
 ON0250.Superseded values are not recommended for survey control.
 ON0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0250.See file dsdata.txt to determine how the superseded data were derived.
 ON0250
 ON0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ412503(NAD 83)
 ON0250_MARKER: DB = BENCH MARK DISK
 ON0250_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ON0250_SP_SET: CONCRETE FOUNDATION
 ON0250_STAMPING: M 124 1970
 ON0250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0250
 ON0250  HISTORY     - Date     Condition        Report By
 ON0250  HISTORY     - 1970     MONUMENTED       NGS
 ON0250  HISTORY     - 20030520 MARK NOT FOUND   USPSQD
 ON0250
 ON0250                          STATION DESCRIPTION
 ON0250
 ON0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0250'1.4 MI NW FROM LA CROSSE.
 ON0250'ABOUT 1.45 MILES NORTHWEST ALONG U.S. HIGHWAYS 14 AND 61 AND
 ON0250'STATE HIGHWAY 35 FROM THE STATE OFFICE BUILDING AT LA CROSSE, 63
 ON0250'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET VERTICALLY
 ON0250'IN THE NORTHWEST FACE OF THE CONCRETE FOUNDATION FOR THE HEILEMAN
 ON0250'MALTING PLANT, 1.8 FEET SOUTHWEST OF THE NORTH CORNER OF THE
 ON0250'BUILDING, 6 INCHES BELOW THE BOTTOM TIER OF BRICK, 3.8 FEET ABOVE
 ON0250'THE LEVEL OF THE GROUND, AND ABOUT 4 1/2 FEET ABOVE THE LEVEL
 ON0250'OF THE HIGHWAY.  SECTION 8, T 15N, R 7W.
 ON0250
 ON0250                          STATION RECOVERY (2003)
 ON0250
 ON0250'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 ON0250'NOT FOUND.  THE BUILDING WAS TORN DOWN ABOUT 6 YEARS AGO AND IS NOW A
 ON0250'GRAVEL PARKING LOT FOR GUNDERSON LUTHERN HOSPITAL AND CLINIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0423 ***********************************************************************
 PO0423  DESIGNATION -  M 125
 PO0423  PID         -  PO0423
 PO0423  STATE/COUNTY-  WI/BUFFALO
 PO0423  USGS QUAD   -  COCHRANE (1972)
 PO0423
 PO0423                         *CURRENT SURVEY CONTROL
 PO0423  ___________________________________________________________________
 PO0423* NAD 83(1986)-  44 13 14.     (N)    091 49 33.     (W)     SCALED    
 PO0423* NAVD 88     -       207.814  (meters)     681.80   (feet)  ADJUSTED  
 PO0423  ___________________________________________________________________
 PO0423  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 PO0423  DYNAMIC HT  -         207.782 (meters)     681.70  (feet)  COMP
 PO0423  MODELED GRAV-     980,460.6   (mgal)                       NAVD 88
 PO0423
 PO0423  VERT ORDER  -  FIRST     CLASS I
 PO0423
 PO0423.The horizontal coordinates were scaled from a topographic map and have
 PO0423.an estimated accuracy of +/- 6 seconds.
 PO0423
 PO0423.The orthometric height was determined by differential leveling
 PO0423.and adjusted by the National Geodetic Survey in June 1991..
 PO0423
 PO0423.The geoid height was determined by GEOID03.
 PO0423
 PO0423.The dynamic height is computed by dividing the NAVD 88
 PO0423.geopotential number by the normal gravity value computed on the
 PO0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0423.degrees latitude (g = 980.6199 gals.).
 PO0423
 PO0423.The modeled gravity was interpolated from observed gravity values.
 PO0423
 PO0423;                    North         East    Units  Estimated Accuracy
 PO0423;SPC WI C     -    44,670.      454,110.      MT  (+/- 180 meters Scaled)
 PO0423
 PO0423                          SUPERSEDED SURVEY CONTROL
 PO0423
 PO0423  NGVD 29 (??/??/92)  207.828  (m)          681.85   (f) ADJ UNCH    1 1
 PO0423
 PO0423.Superseded values are not recommended for survey control.
 PO0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0423.See file dsdata.txt to determine how the superseded data were derived.
 PO0423
 PO0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ937970(NAD 83)
 PO0423_MARKER: DB = BENCH MARK DISK
 PO0423_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PO0423_SP_SET: BRIDGE ABUTMENT
 PO0423_STAMPING: M 125 1970
 PO0423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PO0423
 PO0423  HISTORY     - Date     Condition        Report By
 PO0423  HISTORY     - 1970     MONUMENTED       NGS
 PO0423
 PO0423                          STATION DESCRIPTION
 PO0423
 PO0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PO0423'0.7 MI SE FROM COCHRANE.
 PO0423'ABOUT 0.7 MILE SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE
 PO0423'LA CROSSE MILLING COMPANY ELEVATORS AT COCHRANE, 21 FEET SOUTHWEST
 PO0423'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHWEST
 PO0423'END OF THE SOUTHEAST CONCRETE ABUTMENT OF A 46-FOOT LONG CONCRETE
 PO0423'HIGHWAY BRIDGE, 81 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 PO0423'THE NORTHEAST TRACK OF THE BURLINGTON NORTHERN RAILROAD, AND ABOUT
 PO0423'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.  SECTION 9, T 20N, R 12W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0365 ***********************************************************************
 QL0365  DESIGNATION -  M 128
 QL0365  PID         -  QL0365
 QL0365  STATE/COUNTY-  WI/MARINETTE
 QL0365  USGS QUAD   -  HARMONY (1982)
 QL0365
 QL0365                         *CURRENT SURVEY CONTROL
 QL0365  ___________________________________________________________________
 QL0365* NAD 83(1986)-  45 03 07.     (N)    087 47 57.     (W)     SCALED    
 QL0365* NAVD 88     -       187.948  (meters)     616.63   (feet)  ADJUSTED  
 QL0365  ___________________________________________________________________
 QL0365  GEOID HEIGHT-         -36.62  (meters)                     GEOID03
 QL0365  DYNAMIC HT  -         187.933 (meters)     616.58  (feet)  COMP
 QL0365  MODELED GRAV-     980,528.5   (mgal)                       NAVD 88
 QL0365
 QL0365  VERT ORDER  -  FIRST     CLASS 0
 QL0365
 QL0365.The horizontal coordinates were scaled from a topographic map and have
 QL0365.an estimated accuracy of +/- 6 seconds.
 QL0365
 QL0365.The orthometric height was determined by differential leveling
 QL0365.and adjusted by the National Geodetic Survey in June 1991..
 QL0365
 QL0365.The geoid height was determined by GEOID03.
 QL0365
 QL0365.The dynamic height is computed by dividing the NAVD 88
 QL0365.geopotential number by the normal gravity value computed on the
 QL0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0365.degrees latitude (g = 980.6199 gals.).
 QL0365
 QL0365.The modeled gravity was interpolated from observed gravity values.
 QL0365
 QL0365;                    North         East    Units  Estimated Accuracy
 QL0365;SPC WI C     -   137,760.      773,340.      MT  (+/- 180 meters Scaled)
 QL0365
 QL0365                          SUPERSEDED SURVEY CONTROL
 QL0365
 QL0365.No superseded survey control is available for this station.
 QL0365
 QL0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ370890(NAD 83)
 QL0365_MARKER: DB = BENCH MARK DISK
 QL0365_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0365_SP_SET: 9 FEET
 QL0365_STAMPING: M 128 1972
 QL0365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0365
 QL0365  HISTORY     - Date     Condition        Report By
 QL0365  HISTORY     - 1972     MONUMENTED       NGS
 QL0365  HISTORY     - 1990     GOOD             USPSQD
 QL0365  HISTORY     - 19910606 GOOD             USPSQD
 QL0365  HISTORY     - 20020527 POOR             USPSQD
 QL0365  HISTORY     - 20051209 POOR             WIDT
 QL0365
 QL0365                          STATION DESCRIPTION
 QL0365
 QL0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0365'2.5 MI SW FROM PESHTIGO.
 QL0365'ABOUT 2.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 41 FROM THE HIGHWAY
 QL0365'BRIDGE OVER THE PESHTIGO RIVER AT PESHTIGO, ABOUT 125 YARDS
 QL0365'EAST OF THE JUNCTION OF THE HIGHWAY AND A BLACK TOP ROAD LEADING
 QL0365'NORTHEAST, 72 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF
 QL0365'THE HIGHWAY AND A GRAVEL ROAD LEADING SOUTH, 65 1/2 FEET NORTH
 QL0365'OF THE CENTER LINE OF THE HIGHWAY, 14 1/2 FEET EAST OF A FENCE
 QL0365'CORNER, 1 FOOT SOUTH OF A FENCE LINE, 1 FOOT WEST OF A METAL
 QL0365'WITNESS POST, 3 FEET BELOW THE LEVEL OF THE HIGHWAY AND IS
 QL0365'A DISK ON THE TOP OF A COPPER COATED STEEL ROD THAT IS ENCASED
 QL0365'IN A 6 INCH METAL PIPE THAT PROJECTS 3 INCHES ABOVE THE LEVEL
 QL0365'OF THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF
 QL0365'9 FEET.  SECTION 23, T 30N, R22E
 QL0365
 QL0365                          STATION RECOVERY (1990)
 QL0365
 QL0365'RECOVERY NOTE BY US POWER SQUADRON 1990 (RPT)
 QL0365'RECOVERED IN GOOD CONDITION.
 QL0365
 QL0365                          STATION RECOVERY (1991)
 QL0365
 QL0365'RECOVERY NOTE BY US POWER SQUADRON 1991 (RPT)
 QL0365'RECOVERED IN GOOD CONDITION.
 QL0365
 QL0365                          STATION RECOVERY (2002)
 QL0365
 QL0365'RECOVERY NOTE BY US POWER SQUADRON 2002 (JAW)
 QL0365'THE DISK IS BENT AND ASKEW ATOP OF ROD.  THE ROD HAS BEEN PULLED UP
 QL0365'AND IS ABOUT THREE FEET ABOVE GROUND LEVEL.
 QL0365
 QL0365                          STATION RECOVERY (2005)
 QL0365
 QL0365'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QL0365'RECOVERED IN POOR CONDITION.   ADD THE PREVIOUSLY DESCRIBED STATION
 QL0365'BEING 3 FEET ABOVE GROUND HAS BEEN BENT COMPLETELY OVER TO THE EAST BY
 QL0365'HIGHWAY MOWING MACHINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0232 ***********************************************************************
 PM0232  DESIGNATION -  M 129
 PM0232  PID         -  PM0232
 PM0232  STATE/COUNTY-  WI/OCONTO
 PM0232  USGS QUAD   -  PENSAUKEE (1974)
 PM0232
 PM0232                         *CURRENT SURVEY CONTROL
 PM0232  ___________________________________________________________________
 PM0232* NAD 83(1986)-  44 47 17.     (N)    087 55 20.     (W)     SCALED    
 PM0232* NAVD 88     -       181.439  (meters)     595.27   (feet)  ADJUSTED  
 PM0232  ___________________________________________________________________
 PM0232  GEOID HEIGHT-         -36.38  (meters)                     GEOID03
 PM0232  DYNAMIC HT  -         181.421 (meters)     595.21  (feet)  COMP
 PM0232  MODELED GRAV-     980,513.3   (mgal)                       NAVD 88
 PM0232
 PM0232  VERT ORDER  -  FIRST     CLASS 0
 PM0232
 PM0232.The horizontal coordinates were scaled from a topographic map and have
 PM0232.an estimated accuracy of +/- 6 seconds.
 PM0232
 PM0232.The orthometric height was determined by differential leveling
 PM0232.and adjusted by the National Geodetic Survey in June 1991..
 PM0232
 PM0232.The geoid height was determined by GEOID03.
 PM0232
 PM0232.The dynamic height is computed by dividing the NAVD 88
 PM0232.geopotential number by the normal gravity value computed on the
 PM0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0232.degrees latitude (g = 980.6199 gals.).
 PM0232
 PM0232.The modeled gravity was interpolated from observed gravity values.
 PM0232
 PM0232;                    North         East    Units  Estimated Accuracy
 PM0232;SPC WI C     -   108,190.      764,400.      MT  (+/- 180 meters Scaled)
 PM0232
 PM0232                          SUPERSEDED SURVEY CONTROL
 PM0232
 PM0232.No superseded survey control is available for this station.
 PM0232
 PM0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ270598(NAD 83)
 PM0232_MARKER: DB = BENCH MARK DISK
 PM0232_SETTING: 66 = SET IN ROCK OUTCROP
 PM0232_SP_SET: ROCK OUTCROP
 PM0232_STAMPING: M 129 1972
 PM0232_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PM0232+STABILITY: POSITION/ELEVATION WELL
 PM0232
 PM0232  HISTORY     - Date     Condition        Report By
 PM0232  HISTORY     - 1972     MONUMENTED       NGS
 PM0232  HISTORY     - 19901103 GOOD             USPSQD
 PM0232  HISTORY     - 19961002 GOOD             USPSQD
 PM0232  HISTORY     - 20021010 GOOD             USPSQD
 PM0232  HISTORY     - 20051208 MARK NOT FOUND   WIDT
 PM0232
 PM0232                          STATION DESCRIPTION
 PM0232
 PM0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0232'2.55 MI S FROM PENSAUKEE.
 PM0232'ABOUT 2.55 MILES SOUTH ALONG COUNTY ROAD S FROM THE BRIDGE OVER THE
 PM0232'PENSAUKEE RIVER AT PENSAUKEE, SET IN THE TOP OF A ROCK OUTCROP THAT
 PM0232'THE EXPOSED AREA MEASURES 15-BY-4-FEET, 101 FEET NORTHEAST OF THE
 PM0232'NORTHWEST END OF A 2 FOOT PIPE CULVERT UNDER THE ROAD, 35 1/2 FEET
 PM0232'NORTHWEST OF THE CENTER LINE OF THE ROAD, 12 FEET SOUTH OF A FENCE
 PM0232'CORNER, 47 1/2 FEET NORTH OF THE CENTER OF THE JUNCTION OF THE
 PM0232'NORTHEAST ONE OF TWO DRIVEWAYS, 16.6 FEET WEST OF A METAL WITNESS
 PM0232'POST, 4 FEET BELOW THE LEVEL OF THE HIGHWAY.  SECTION 26, T 27N, R
 PM0232'21E.
 PM0232
 PM0232                          STATION RECOVERY (1990)
 PM0232
 PM0232'RECOVERY NOTE BY US POWER SQUADRON 1990 (RPR)
 PM0232'RECOVERED IN GOOD CONDITION.
 PM0232
 PM0232                          STATION RECOVERY (1996)
 PM0232
 PM0232'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0232'RECOVERED IN GOOD CONDITION.
 PM0232
 PM0232                          STATION RECOVERY (2002)
 PM0232
 PM0232'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 PM0232'RECOVERED IN GOOD CONDITION.
 PM0232
 PM0232                          STATION RECOVERY (2005)
 PM0232
 PM0232'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0232'MARK NOT FOUND. --ADD--A NEW HOUSE WAS RECENTLY BUILT ADJACENT TO THIS
 PM0232'LOCATION. THE ROCK OUTCROP WAS COVERED WITH TOPSOIL AND THE FENCE
 PM0232'CORNER NORTH OF THE MONUMENT WAS REMOVED. A LOCAL RESIDENT SAID A
 PM0232'CABLE COMPANY PLOWED A CABLE THROUGH THE LOCATION OF THE MONUMENT AND
 PM0232'DESTROYED IT. DUG DOWN TO THE SURFACE OF THE BEDROCK AT THE DESCRIBED
 PM0232'LOCATION AND FOUND NO EVIDENCE OF THE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0432 ***********************************************************************
 QM0432  DESIGNATION -  M 13
 QM0432  PID         -  QM0432
 QM0432  STATE/COUNTY-  WI/VILAS
 QM0432  USGS QUAD   -  WOODRUFF (1982)
 QM0432
 QM0432                         *CURRENT SURVEY CONTROL
 QM0432  ___________________________________________________________________
 QM0432* NAD 83(1986)-  45 54 08.     (N)    089 43 08.     (W)     SCALED    
 QM0432* NAVD 88     -       489.611  (meters)    1606.33   (feet)  ADJUSTED  
 QM0432  ___________________________________________________________________
 QM0432  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 QM0432  DYNAMIC HT  -         489.591 (meters)    1606.27  (feet)  COMP
 QM0432  MODELED GRAV-     980,558.7   (mgal)                       NAVD 88
 QM0432
 QM0432  VERT ORDER  -  FIRST     CLASS II
 QM0432
 QM0432.The horizontal coordinates were scaled from a topographic map and have
 QM0432.an estimated accuracy of +/- 6 seconds.
 QM0432
 QM0432.The orthometric height was determined by differential leveling
 QM0432.and adjusted by the National Geodetic Survey in June 1991..
 QM0432
 QM0432.The geoid height was determined by GEOID03.
 QM0432
 QM0432.The dynamic height is computed by dividing the NAVD 88
 QM0432.geopotential number by the normal gravity value computed on the
 QM0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0432.degrees latitude (g = 980.6199 gals.).
 QM0432
 QM0432.The modeled gravity was interpolated from observed gravity values.
 QM0432
 QM0432;                    North         East    Units  Estimated Accuracy
 QM0432;SPC WI N     -    81,790.      621,810.      MT  (+/- 180 meters Scaled)
 QM0432
 QM0432                          SUPERSEDED SURVEY CONTROL
 QM0432
 QM0432  NGVD 29 (??/??/92)  489.581  (m)         1606.23   (f) ADJ UNCH    1 2
 QM0432
 QM0432.Superseded values are not recommended for survey control.
 QM0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0432.See file dsdata.txt to determine how the superseded data were derived.
 QM0432
 QM0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR891867(NAD 83)
 QM0432_MARKER: DB = BENCH MARK DISK
 QM0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0432_MARK LOGO: CGS   
 QM0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0432+STABILITY: SURFACE MOTION
 QM0432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QM0432+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2005
 QM0432
 QM0432  HISTORY     - Date     Condition        Report By
 QM0432  HISTORY     - UNK      MONUMENTED       CGS
 QM0432  HISTORY     - 1934     GOOD             NGS
 QM0432  HISTORY     - 1965     MARK NOT FOUND   USGS
 QM0432  HISTORY     - 1982     GOOD             NGS
 QM0432  HISTORY     - 20050921 GOOD             WIDT
 QM0432
 QM0432                          STATION DESCRIPTION
 QM0432
 QM0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QM0432'1.1 MI W FROM WOODRUFF.
 QM0432'1.1 MILES W. OF WOODRUFF.  ALONG THE C. AND N.W. R.R. 1.1 MILES
 QM0432'W. OF WOODRUFF DEPOT.  MARK IS 5 YDS. E. OF CENTER OF ENTRANCE
 QM0432'ROAD TO BELLWOOD INN, AND 16 YDS. S. OF CENTER OF TRACK.  2 FT.
 QM0432'N. OF FENCE LINE AND ABOUT 35 YDS. S. OF COUNTY ROAD.
 QM0432
 QM0432                          STATION RECOVERY (1965)
 QM0432
 QM0432'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 QM0432'MARK NOT FOUND.
 QM0432
 QM0432                          STATION RECOVERY (1982)
 QM0432
 QM0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QM0432'RECOVERED THIS DATE.  NOTE, 1.8 KM (1.1 MI) WEST ALONG STATE HIGHWAY
 QM0432'47 FROM THE JUNCTION OF U.S. HIGHWAY 51 IN WOODRUFF.
 QM0432
 QM0432                          STATION RECOVERY (2005)
 QM0432
 QM0432'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0432'RECOVERED IN GOOD CONDITION.  -ADD-THE STATION IS 0.3 M SOUTH OF AN
 QM0432'ORANGE FIBERGLASS WITNESS POST, AND PROTRUDES 12 CM ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0086 ***********************************************************************
 PN0086  DESIGNATION -  M 130
 PN0086  PID         -  PN0086
 PN0086  STATE/COUNTY-  WI/BROWN
 PN0086  USGS QUAD   -  GREEN BAY WEST (1992)
 PN0086
 PN0086                         *CURRENT SURVEY CONTROL
 PN0086  ___________________________________________________________________
 PN0086* NAD 83(1986)-  44 32 11.     (N)    088 01 00.     (W)     SCALED    
 PN0086* NAVD 88     -       177.824  (meters)     583.41   (feet)  ADJUSTED  
 PN0086  ___________________________________________________________________
 PN0086  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 PN0086  DYNAMIC HT  -         177.802 (meters)     583.34  (feet)  COMP
 PN0086  MODELED GRAV-     980,491.7   (mgal)                       NAVD 88
 PN0086
 PN0086  VERT ORDER  -  FIRST     CLASS 0
 PN0086
 PN0086.The horizontal coordinates were scaled from a topographic map and have
 PN0086.an estimated accuracy of +/- 6 seconds.
 PN0086
 PN0086.The orthometric height was determined by differential leveling
 PN0086.and adjusted by the National Geodetic Survey in June 1991..
 PN0086
 PN0086.The geoid height was determined by GEOID03.
 PN0086
 PN0086.The dynamic height is computed by dividing the NAVD 88
 PN0086.geopotential number by the normal gravity value computed on the
 PN0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0086.degrees latitude (g = 980.6199 gals.).
 PN0086
 PN0086.The modeled gravity was interpolated from observed gravity values.
 PN0086
 PN0086;                    North         East    Units  Estimated Accuracy
 PN0086;SPC WI C     -    80,050.      757,610.      MT  (+/- 180 meters Scaled)
 PN0086
 PN0086                          SUPERSEDED SURVEY CONTROL
 PN0086
 PN0086.No superseded survey control is available for this station.
 PN0086
 PN0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ192319(NAD 83)
 PN0086_MARKER: DB = BENCH MARK DISK
 PN0086_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PN0086_SP_SET: 16 FEET
 PN0086_STAMPING: M 130 1972
 PN0086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0086
 PN0086  HISTORY     - Date     Condition        Report By
 PN0086  HISTORY     - 1972     MONUMENTED       NGS
 PN0086  HISTORY     - 1974     GOOD             NOS
 PN0086  HISTORY     - 1981     MARK NOT FOUND   USGS
 PN0086  HISTORY     - 1985     MARK NOT FOUND   NGS
 PN0086  HISTORY     - 19940504 MARK NOT FOUND   WI-009
 PN0086  HISTORY     - 20050803 MARK NOT FOUND   WIDT
 PN0086
 PN0086                          STATION DESCRIPTION
 PN0086
 PN0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PN0086'AT GREEN BAY.
 PN0086'AT GREEN BAY, ABOUT 0.35 MILE NORTH ALONG BROADWAY FROM THE
 PN0086'CROSSING OF THE CHICAGO AND NORTH WESTERN RAILWAY, THENCE 0.35
 PN0086'MILE WEST ALONG PRAIRIE AVENUE, THENCE 0.15 MILE NORTH ALONG
 PN0086'BYLSBY AVENUE, AT THE SOUTHEAST CORNER OF A CHAIN LINK FENCE
 PN0086'AROUND A CITGO OIL COMPANY BULK PLANT, 89 FEET NORTHWEST OF THE
 PN0086'CENTER OF THE JUNCTION OF TOWER DRIVE, 82 FEET WEST OF THE
 PN0086'CENTER LINE OF THE AVENUE, 34 1/2 FEET NORTH OF THE CENTER
 PN0086'LINE OF TOWER DRIVE, 53 FEET SOUTH OF THE CENTER OF A METAL
 PN0086'GATE ACROSS DRIVEWAY TO BULK PLANT, 3.4 FEET NORTH OF A FENCE
 PN0086'CORNER POST, 0.4 FOOT EAST OF A METAL WITNESS POST, 1 FOOT
 PN0086'BELOW THE LEVEL OF TOWER DRIVE, AND IS A DISK ON THE TOP OF A
 PN0086'COPPER COATED STEEL ROD THAT IS ENCASED IN A 5 INCH METAL PIPE
 PN0086'THAT PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD
 PN0086'WAS DRIVEN TO A DEPTH OF 16 FEET.  THE ROD WAS TIGHT BEING
 PN0086'DIFFICULT TO DRIVE AT THIS DEPTH.  SECTION 24, T 24 N, R 20 E.
 PN0086
 PN0086                          STATION RECOVERY (1974)
 PN0086
 PN0086'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1974
 PN0086'RECOVERED IN GOOD CONDITION.
 PN0086
 PN0086                          STATION RECOVERY (1981)
 PN0086
 PN0086'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 PN0086'MARK NOT FOUND.
 PN0086
 PN0086                          STATION RECOVERY (1985)
 PN0086
 PN0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0086'THERE IS A NEW INTERSTATE HIGHWAY AT THIS LOCATION.
 PN0086
 PN0086                          STATION RECOVERY (1994)
 PN0086
 PN0086'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0086'MARK NOT FOUND.
 PN0086
 PN0086                          STATION RECOVERY (2005)
 PN0086
 PN0086'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0086'NOT FOUND.  ADD--DISTANCES FROM THE CENTERLINE OF TOWER DRIVE AND FROM
 PN0086'THE GATE AND FENCE TO THE CITGO OIL COMPANY BULK PLANT DO NOT COINCIDE
 PN0086'WITH THE PREVIOUS DESCRIPTION.  THERE HAS BEEN A SIGNIFICANT AMOUNT OF
 PN0086'BROKEN CONCRETE FILL PLACED IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0091 ***********************************************************************
 PM0091  DESIGNATION -  M 131
 PM0091  PID         -  PM0091
 PM0091  STATE/COUNTY-  WI/BROWN
 PM0091  USGS QUAD   -  DENMARK (1978)
 PM0091
 PM0091                         *CURRENT SURVEY CONTROL
 PM0091  ___________________________________________________________________
 PM0091* NAD 83(1986)-  44 21 03.     (N)    087 50 21.     (W)     SCALED    
 PM0091* NAVD 88     -       271.069  (meters)     889.33   (feet)  ADJUSTED  
 PM0091  ___________________________________________________________________
 PM0091  GEOID HEIGHT-         -36.05  (meters)                     GEOID03
 PM0091  DYNAMIC HT  -         271.031 (meters)     889.21  (feet)  COMP
 PM0091  MODELED GRAV-     980,470.6   (mgal)                       NAVD 88
 PM0091
 PM0091  VERT ORDER  -  SECOND    CLASS I
 PM0091
 PM0091.The horizontal coordinates were scaled from a topographic map and have
 PM0091.an estimated accuracy of +/- 6 seconds.
 PM0091
 PM0091.The orthometric height was determined by differential leveling
 PM0091.and adjusted by the National Geodetic Survey in May 2003..
 PM0091
 PM0091.The geoid height was determined by GEOID03.
 PM0091
 PM0091.The dynamic height is computed by dividing the NAVD 88
 PM0091.geopotential number by the normal gravity value computed on the
 PM0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0091.degrees latitude (g = 980.6199 gals.).
 PM0091
 PM0091.The modeled gravity was interpolated from observed gravity values.
 PM0091
 PM0091;                    North         East    Units  Estimated Accuracy
 PM0091;SPC WI C     -    59,800.      772,260.      MT  (+/- 180 meters Scaled)
 PM0091
 PM0091                          SUPERSEDED SURVEY CONTROL
 PM0091
 PM0091  NAVD 88 (06/15/91)  271.047  (m)          889.26   (f) UNKNOWN     1 0
 PM0091  NGVD 29 (??/??/92)  271.03   (m)          889.2    (f) COMPUTED    1 0
 PM0091
 PM0091.Superseded values are not recommended for survey control.
 PM0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0091.See file dsdata.txt to determine how the superseded data were derived.
 PM0091
 PM0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ331111(NAD 83)
 PM0091_MARKER: DB = BENCH MARK DISK
 PM0091_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PM0091_SP_SET: 16 FEET
 PM0091_STAMPING: M 131 1972
 PM0091_MARK LOGO: NGS   
 PM0091_PROJECTION: FLUSH
 PM0091_MAGNETIC: I = MARKER IS A STEEL ROD
 PM0091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0091+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2005
 PM0091
 PM0091  HISTORY     - Date     Condition        Report By
 PM0091  HISTORY     - 1972     MONUMENTED       NGS
 PM0091  HISTORY     - 19940510 GOOD             WI-009
 PM0091  HISTORY     - 20010522 GOOD             WIDT
 PM0091  HISTORY     - 20030429 MARK NOT FOUND   USPSQD
 PM0091  HISTORY     - 20050726 GOOD             WIDT
 PM0091
 PM0091                          STATION DESCRIPTION
 PM0091
 PM0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0091'0.6 MI NW FROM DENMARK.
 PM0091'ABOUT 0.55 MILE NORTHWEST ALONG MAIN STREET AND GREEN BAY ROAD
 PM0091'FROM THE CROSSING OF MAIN STREET AND THE CHICAGO AND NORTH
 PM0091'WESTERN RAILWAY, 270 FEET SOUTHEAST OF THE JUNCTION OF U.S.
 PM0091'HIGHWAY 141, 47 FEET SOUTHWEST OF THE CENTER LINE OF GREEN BAY
 PM0091'ROAD, 120 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 141,
 PM0091'220 FEET NORTH OF THE NORTH END OF THE CONCRETE HEADWALL FOR
 PM0091'A LARGE BOX CULVERT UNDER THE HIGHWAY, 4 FEET SOUTHEAST OF A
 PM0091'POWER LINE POLE, 1 FOOT NORTHWEST OF A METAL WITNESS POST,
 PM0091'2 FEET BELOW THE LEVEL OF THE ROAD, AND IS A DISK ON THE TOP OF
 PM0091'A COPPER COATED STEEL ROD THAT IS ENCASED IN A 4 INCH METAL
 PM0091'PIPE THAT PROJECTS 1 INCH ABOVE THE LEVEL OF THE GROUND.  THE
 PM0091'DISK IS FLUSH WITH THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN
 PM0091'TO A DEPTH OF 16 FEET.  SECTION 28, T22N, R22E.
 PM0091
 PM0091                          STATION RECOVERY (1994)
 PM0091
 PM0091'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PM0091'CHANGE. US 141 IS NOW CTH R.
 PM0091
 PM0091                          STATION RECOVERY (2001)
 PM0091
 PM0091'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PM0091'THE STATION IS LOCATED ABOUT 36 KM NORTHWEST OF MANITOWOC AND 23 KM
 PM0091'SOUTH-SOUTHWEST. OWNERSHIP--TOWN OF NEW DENMARK. TO REACH THE STATION
 PM0091'FROM THE JUNCTION OF INTERSTATE 43 WITH STATE HIGHWAY 96 WITH COUNTY
 PM0091'HIGHWAY KB(DE PERE ROAD) ABOUT 24 KM SOUTHEAST OF THE CITY OF GREEN
 PM0091'BAY, GO EAST ON COUNTY HIGHWAY KB(DE PERE ROAD) FOR 0.6 KM TO COUNTY
 PM0091'HIGHWAY R, TURN LEFT AND GO NORTHWEST ON COUNTY HIGHWAY R FOR 0.6 KM
 PM0091'TO GREEN BAY ROAD, TURN RIGHT AND GO SOUTHEAST ON GREEN BAY ROAD FOR
 PM0091'0.1 KM TO THE STATION ON THE RIGHT. THE STATION IS A BRONZE NATIONAL
 PM0091'GEODETIC SURVEY BENCH MARK DISK ENCASED IN A STEEL PIPE AND IS ABOUT
 PM0091'1.0 M BELOW THE ROAD PAVEMENT. THE STATION IS 14.0 M SOUTHWEST OF THE
 PM0091'CENTERLINE OF GREEN BAY ROAD, 61.0 M NORTHEAST OF A FIRE HYDRANT,
 PM0091'24.0 M SOUTHWEST OF PRIVATE ENTRANCE --620-- , 11.9 M SOUTH OF A
 PM0091'WOODEN --NO PARKING ON VILLAGE STREETS-- SIGN, 1.3 M NORTHWEST OF
 PM0091'POWER POLE --44BB31-- AND 0.4 M SOUTHEAST OF AN ORANGE FIBERGLASS
 PM0091'WITNESS POST. --NOTE---THIS STATION HAS A POWER POLE WITHIN 2.0 M OF
 PM0091'THE MARK.
 PM0091
 PM0091                          STATION RECOVERY (2003)
 PM0091
 PM0091'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0091'NOT FOUND.  THE WITNESS POSTS AND POWER POLE ARE PRESENT, BUT THERE IS
 PM0091'A ONE FOOT BY 1 FOOT HOLE IN THE STATION'S LOCATION.  THE AREA IS
 PM0091'COVERED WITH SIX INCH DEEP CHOPPED TREE BARK.
 PM0091
 PM0091                          STATION RECOVERY (2005)
 PM0091
 PM0091'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PM0091'RECOVERED IN GOOD CONDITION.  CORRECTIONS AND ADDITIONS TO THE 1972
 PM0091'AND 2001 DESCRIPTIONS-- THE STATION IS 14.0 M SOUTHWEST OF THE
 PM0091'CENTERLINE OF GREEN BAY ROAD, 12.1 M SOUTH-SOUTHEAST OF A WOODEN --NO
 PM0091'PARKING ON VILLAGE STREETS-- SIGN POST, ABOUT 3 M BELOW COUNTY HIGHWAY
 PM0091'R LEVEL AND 0.8 M BELOW GREEN BAY ROAD LEVEL,
 PM0091'1.2 M SOUTHEAST OF POWER POLE --44BB31--, 0.3 M WEST-NORTHWEST OF A
 PM0091'WHITE METAL WITNESS POST, 0.3 M SOUTHEAST OF AN ORANGE FIBERGLASS
 PM0091'WITNESS POST, 1.25 M BELOW THE TOP OF THE WHITE WITNESS POST SIGN, AND
 PM0091'0.7 M BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0233 ***********************************************************************
 OL0233  DESIGNATION -  M 132
 OL0233  PID         -  OL0233
 OL0233  STATE/COUNTY-  WI/SHEBOYGAN
 OL0233  USGS QUAD   -  CLEVELAND EAST (1994)
 OL0233
 OL0233                         *CURRENT SURVEY CONTROL
 OL0233  ___________________________________________________________________
 OL0233* NAD 83(1986)-  43 52 42.     (N)    087 44 12.     (W)     SCALED    
 OL0233* NAVD 88     -       193.947  (meters)     636.31   (feet)  ADJUSTED  
 OL0233  ___________________________________________________________________
 OL0233  GEOID HEIGHT-         -35.93  (meters)                     GEOID03
 OL0233  DYNAMIC HT  -         193.912 (meters)     636.19  (feet)  COMP
 OL0233  MODELED GRAV-     980,434.5   (mgal)                       NAVD 88
 OL0233
 OL0233  VERT ORDER  -  FIRST     CLASS 0
 OL0233
 OL0233.The horizontal coordinates were scaled from a topographic map and have
 OL0233.an estimated accuracy of +/- 6 seconds.
 OL0233
 OL0233.The orthometric height was determined by differential leveling
 OL0233.and adjusted by the National Geodetic Survey in June 1991..
 OL0233
 OL0233.The geoid height was determined by GEOID03.
 OL0233
 OL0233.The dynamic height is computed by dividing the NAVD 88
 OL0233.geopotential number by the normal gravity value computed on the
 OL0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0233.degrees latitude (g = 980.6199 gals.).
 OL0233
 OL0233.The modeled gravity was interpolated from observed gravity values.
 OL0233
 OL0233;                    North         East    Units  Estimated Accuracy
 OL0233;SPC WI S     -   211,140.      781,880.      MT  (+/- 180 meters Scaled)
 OL0233
 OL0233                          SUPERSEDED SURVEY CONTROL
 OL0233
 OL0233  NGVD 29 (??/??/92)  193.93   (m)          636.3    (f) COMPUTED    1 0
 OL0233
 OL0233.Superseded values are not recommended for survey control.
 OL0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0233.See file dsdata.txt to determine how the superseded data were derived.
 OL0233
 OL0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP408586(NAD 83)
 OL0233_MARKER: DB = BENCH MARK DISK
 OL0233_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OL0233_SP_SET: 24 FEET
 OL0233_STAMPING: M 132 1972
 OL0233_MARK LOGO: NGS   
 OL0233_PROJECTION: PROJECTING 2 CENTIMETERS
 OL0233_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OL0233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0233_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0233+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2006
 OL0233
 OL0233  HISTORY     - Date     Condition        Report By
 OL0233  HISTORY     - 1972     MONUMENTED       NGS
 OL0233  HISTORY     - 19940820 GOOD             USPSQD
 OL0233  HISTORY     - 20010524 GOOD             WIDT
 OL0233  HISTORY     - 20031207 GOOD             USPSQD
 OL0233  HISTORY     - 20060104 GOOD             USPSQD
 OL0233
 OL0233                          STATION DESCRIPTION
 OL0233
 OL0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0233'2.5 MI NE FROM HAVEN.
 OL0233'ABOUT 0.5 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OL0233'FROM THE CROSSING OF COUNTY ROAD A AT HAVEN, THENCE 0.25 MILE
 OL0233'EAST ALONG LUELLOFF ROAD, THENCE 1.75 MILES NORTH ALONG COUNTY
 OL0233'ROAD LS, 40 FEET EAST OF THE CENTER LINE OF COUNTY ROAD LS,
 OL0233'136 FEET SOUTH OF A LONE TALL SPRUCE TREE, 37 FEET SOUTH OF THE
 OL0233'EXTENDED CENTER LINE OF ORCHARD ROAD, 1.1 FEET NORTH OF A METAL
 OL0233'WITNESS POST, 2 FEET BELOW THE LEVEL OF THE COUNTY ROAD AND IS A
 OL0233'DISK ON THE TOP OF A COPPER COATED STEEL ROD THAT IS FLUSH
 OL0233'WITH THE GROUND AND ENCASED IN A 6 INCH METAL PIPE THAT PROJECTS
 OL0233'2 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN
 OL0233'TO A DEPTH OF 24 FEET.  SECTION 10, T 16N, R 23E.  MARK MAY
 OL0233'BE REACHED BY GOING 0.7 MILE EAST ALONG STATE HIGHWAY 149
 OL0233'FROM THE CROSSING OF THE CHICAGO AND NORTH WESTERN RAILWAY AT
 OL0233'CLEVELAND, THENCE 2.55 MILES SOUTH ALONG COUNTY ROAD LS.
 OL0233
 OL0233                          STATION RECOVERY (1994)
 OL0233
 OL0233'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0233'RECOVERED IN GOOD CONDITION.
 OL0233
 OL0233                          STATION RECOVERY (2001)
 OL0233
 OL0233'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OL0233'RECOVERED AS DESCRIBED.
 OL0233
 OL0233                          STATION RECOVERY (2003)
 OL0233
 OL0233'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OL0233'RECOVERED IN GOOD CONDITION.
 OL0233
 OL0233                          STATION RECOVERY (2006)
 OL0233
 OL0233'RECOVERY NOTE BY US POWER SQUADRON 2006 (FEB)
 OL0233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0172 ***********************************************************************
 OL0172  DESIGNATION -  M 133
 OL0172  PID         -  OL0172
 OL0172  STATE/COUNTY-  WI/SHEBOYGAN
 OL0172  USGS QUAD   -  CEDAR GROVE (1974)
 OL0172
 OL0172                         *CURRENT SURVEY CONTROL
 OL0172  ___________________________________________________________________
 OL0172* NAD 83(1986)-  43 34 20.     (N)    087 49 02.     (W)     SCALED    
 OL0172* NAVD 88     -       208.484  (meters)     684.00   (feet)  ADJUSTED  
 OL0172  ___________________________________________________________________
 OL0172  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 OL0172  DYNAMIC HT  -         208.442 (meters)     683.86  (feet)  COMP
 OL0172  MODELED GRAV-     980,411.9   (mgal)                       NAVD 88
 OL0172
 OL0172  VERT ORDER  -  FIRST     CLASS 0
 OL0172
 OL0172.The horizontal coordinates were scaled from a topographic map and have
 OL0172.an estimated accuracy of +/- 6 seconds.
 OL0172
 OL0172.The orthometric height was determined by differential leveling
 OL0172.and adjusted by the National Geodetic Survey in June 1991..
 OL0172
 OL0172.The geoid height was determined by GEOID03.
 OL0172
 OL0172.The dynamic height is computed by dividing the NAVD 88
 OL0172.geopotential number by the normal gravity value computed on the
 OL0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0172.degrees latitude (g = 980.6199 gals.).
 OL0172
 OL0172.The modeled gravity was interpolated from observed gravity values.
 OL0172
 OL0172;                    North         East    Units  Estimated Accuracy
 OL0172;SPC WI S     -   176,970.      776,290.      MT  (+/- 180 meters Scaled)
 OL0172
 OL0172                          SUPERSEDED SURVEY CONTROL
 OL0172
 OL0172  NGVD 29 (??/??/92)  208.53   (m)          684.2    (f) COMPUTED    1 0
 OL0172
 OL0172.Superseded values are not recommended for survey control.
 OL0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0172.See file dsdata.txt to determine how the superseded data were derived.
 OL0172
 OL0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP340246(NAD 83)
 OL0172_MARKER: DV = VERTICAL CONTROL DISK
 OL0172_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OL0172_SP_SET: 32 FEET
 OL0172_STAMPING: M 133 1972
 OL0172_MARK LOGO: NGS   
 OL0172_PROJECTION: FLUSH
 OL0172_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OL0172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0172_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0172+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2003
 OL0172
 OL0172  HISTORY     - Date     Condition        Report By
 OL0172  HISTORY     - 1972     MONUMENTED       NGS
 OL0172  HISTORY     - 20010712 GOOD             WIDT
 OL0172  HISTORY     - 20031204 GOOD             USPSQD
 OL0172
 OL0172                          STATION DESCRIPTION
 OL0172
 OL0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0172'AT CEDAR GROVE.
 OL0172'AT CEDAR GROVE, ABOUT 0.35 MILE NORTHEAST ALONG THE CHICAGO
 OL0172'AND NORTH WESTERN RAILWAY FROM THE CROSSING OF STATE HIGHWAY
 OL0172'32, 287 FEET EAST OF THE CENTER OF THE CROSSING OF THE TRACK
 OL0172'AND COUNTY ROAD D, 75 FEET NORTH OF THE CENTER LINE OF COUNTY
 OL0172'ROAD D, 1.2 FEET SOUTHWEST OF THE NORTHEAST CORNER POST IN A
 OL0172'CHAIN LINK FENCE AROUND A WISCONSIN ELECTRIC POWER SUB-STATION,
 OL0172'1 FOOT SOUTH OF THE CHAIN LINK FENCE, 3 FEET ABOVE THE LEVEL
 OL0172'OF COUNTY ROAD D, AND IS A DISK ON THE TOP OF A COPPER COATED
 OL0172'STEEL ROD THAT IS FLUSH WITH THE LEVEL OF THE GROUND, AND
 OL0172'ENCASED IN A 4 INCH IRON PIPE THAT IS FLUSH WITH THE LEVEL OF
 OL0172'THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 32 FEET TO REFUSAL.
 OL0172'SECTION 24, T13N, R22E.
 OL0172
 OL0172                          STATION RECOVERY (2001)
 OL0172
 OL0172'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OL0172'THE STATION IS LOCATED ABOUT 21 KM SOUTHWEST OF SHEBOYGAN, 6 KM
 OL0172'SOUTHWEST OF OOSTBURG AND 2 KM NORTHEAST OF CEDAR GROVE
 OL0172'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION. TO REACH THE
 OL0172'STATION FROM THE JUNCTION OF STATE HIGHWAY 32 WITH COUNTY HIGHWAY D
 OL0172'IN THE VILLAGE OF CEDAR GROVE, GO EAST ON STATE HIGHWAY 32 FOR 0.2 KM
 OL0172'TO THE STATION ON THE LEFT. THE STATION IS A BRONZE NATIONAL GEODETIC
 OL0172'SURVEY VERTICAL CONTROL STATION DISK SET IN THE TOP OF A 10-CM METAL
 OL0172'CASING AND ABOUT 0.7 M ABOVE THE HIGHWAY PAVEMENT. THE STATION IS
 OL0172'22.4 M NORTH OF THE CENTERLINE OF STATE HIGHWAY 32, 20.6 M NORTHEAST
 OL0172'OF POWER POLE --76-6292--, 12.3 M NORTH OF POWER POLE --76-2952--,
 OL0172'5.7 M WEST OF WEST EDGE OF PAVED DRIVEWAY, 0.2 M SOUTH OF SOUTHEAST
 OL0172'CORNER OF SECURITY FENCE. ---NOTE---THIS STATION IS OBSTRUCTED DUE TO
 OL0172'HIGH VOLTAGE LINES AND TRANSFORMER NEXT TO IT. ---NOTE2---THIS
 OL0172'STATION IS LOCATED IN THE SOUTHEAST CORNER OF FENCED TRANSFORMER
 OL0172'AREA.
 OL0172
 OL0172                          STATION RECOVERY (2003)
 OL0172
 OL0172'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OL0172'RECOVERED IN GOOD CONDITION.  NOTE-- THE WHITE METAL -SURVEY MARKER-
 OL0172'SIGN IS ATTACHED TO A METAL FENCE.  THE DRIVEWAY IS TO THE RESIDENCE
 OL0172'AT --206--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0137 ***********************************************************************
 OL0137  DESIGNATION -  M 134
 OL0137  PID         -  OL0137
 OL0137  STATE/COUNTY-  WI/MILWAUKEE
 OL0137  USGS QUAD   -  MILWAUKEE (1971)
 OL0137
 OL0137                         *CURRENT SURVEY CONTROL
 OL0137  ___________________________________________________________________
 OL0137* NAD 83(1986)-  43 00 51.     (N)    087 54 15.     (W)     SCALED    
 OL0137* NAVD 88     -       179.912  (meters)     590.26   (feet)  ADJUSTED  
 OL0137  ___________________________________________________________________
 OL0137  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 OL0137  DYNAMIC HT  -         179.864 (meters)     590.10  (feet)  COMP
 OL0137  MODELED GRAV-     980,347.7   (mgal)                       NAVD 88
 OL0137
 OL0137  VERT ORDER  -  FIRST     CLASS 0
 OL0137
 OL0137.The horizontal coordinates were scaled from a topographic map and have
 OL0137.an estimated accuracy of +/- 6 seconds.
 OL0137
 OL0137.The orthometric height was determined by differential leveling
 OL0137.and adjusted by the National Geodetic Survey in June 1991..
 OL0137
 OL0137.The geoid height was determined by GEOID03.
 OL0137
 OL0137.The dynamic height is computed by dividing the NAVD 88
 OL0137.geopotential number by the normal gravity value computed on the
 OL0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0137.degrees latitude (g = 980.6199 gals.).
 OL0137
 OL0137.The modeled gravity was interpolated from observed gravity values.
 OL0137
 OL0137;                    North         East    Units  Estimated Accuracy
 OL0137;SPC WI S     -   114,810.      770,830.      MT  (+/- 180 meters Scaled)
 OL0137
 OL0137                          SUPERSEDED SURVEY CONTROL
 OL0137
 OL0137  NGVD 29 (??/??/92)  180.02   (m)          590.6    (f) COMPUTED    1 0
 OL0137
 OL0137.Superseded values are not recommended for survey control.
 OL0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0137.See file dsdata.txt to determine how the superseded data were derived.
 OL0137
 OL0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN263627(NAD 83)
 OL0137_MARKER: DB = BENCH MARK DISK
 OL0137_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OL0137_SP_SET: ABUTMENT
 OL0137_STAMPING: M 134 1972
 OL0137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0137
 OL0137  HISTORY     - Date     Condition        Report By
 OL0137  HISTORY     - 1972     MONUMENTED       NGS
 OL0137  HISTORY     - 20050217 GOOD             GEOCAC
 OL0137
 OL0137                          STATION DESCRIPTION
 OL0137
 OL0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0137'AT MILWAUKEE.
 OL0137'AT MILWAUKEE, 0.3 MILE SOUTHEAST ALONG THE CHICAGO AND NORTH
 OL0137'WESTERN RAILWAY FROM THE CROSSING OF GREENFIELD AVENUE, AT THE
 OL0137'NORTHWEST END OF THE RAILWAY BRIDGE OVER THE KINNICKINNIC RIVER,
 OL0137'26 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 13
 OL0137'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MOST SOUTHWEST TRACK,
 OL0137'7.5 FEET WEST OF THE NORTHWEST END OF THE STEEL TRUSS OF THE
 OL0137'BRIDGE, SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 OL0137'CONCRETE ABUTMENT OF THE BRIDGE AND 1 1/2 FEET BELOW THE LEVEL
 OL0137'OF THE TRACK.  SECTION 4, T 6 N, R 22 E.
 OL0137
 OL0137                          STATION RECOVERY (2005)
 OL0137
 OL0137'RECOVERY NOTE BY GEOCACHING 2005 (CZ)
 OL0137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RN0164 ***********************************************************************
 RN0164  DESIGNATION -  M 135
 RN0164  PID         -  RN0164
 RN0164  STATE/COUNTY-  WI/DOUGLAS
 RN0164  USGS QUAD   -  SUPERIOR (1994)
 RN0164
 RN0164                         *CURRENT SURVEY CONTROL
 RN0164  ___________________________________________________________________
 RN0164* NAD 83(1986)-  46 39 00.     (N)    092 06 21.     (W)     SCALED    
 RN0164* NAVD 88     -       205.436  (meters)     674.00   (feet)  ADJUSTED  
 RN0164  ___________________________________________________________________
 RN0164  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 RN0164  DYNAMIC HT  -         205.460 (meters)     674.08  (feet)  COMP
 RN0164  MODELED GRAV-     980,723.6   (mgal)                       NAVD 88
 RN0164
 RN0164  VERT ORDER  -  SECOND    CLASS 0
 RN0164
 RN0164.The horizontal coordinates were scaled from a topographic map and have
 RN0164.an estimated accuracy of +/- 6 seconds.
 RN0164
 RN0164.The orthometric height was determined by differential leveling
 RN0164.and adjusted by the National Geodetic Survey in June 1991..
 RN0164
 RN0164.The geoid height was determined by GEOID03.
 RN0164
 RN0164.The dynamic height is computed by dividing the NAVD 88
 RN0164.geopotential number by the normal gravity value computed on the
 RN0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0164.degrees latitude (g = 980.6199 gals.).
 RN0164
 RN0164.The modeled gravity was interpolated from observed gravity values.
 RN0164
 RN0164;                    North         East    Units  Estimated Accuracy
 RN0164;SPC WI N     -   167,010.      438,820.      MT  (+/- 180 meters Scaled)
 RN0164
 RN0164                          SUPERSEDED SURVEY CONTROL
 RN0164
 RN0164  NGVD 29 (??/??/92)  205.420  (m)          673.95   (f) ADJ UNCH    2 0
 RN0164
 RN0164.Superseded values are not recommended for survey control.
 RN0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0164.See file dsdata.txt to determine how the superseded data were derived.
 RN0164
 RN0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM684666(NAD 83)
 RN0164_MARKER: DB = BENCH MARK DISK
 RN0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0164_STAMPING: M 135 1935
 RN0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0164+STABILITY: SURFACE MOTION
 RN0164
 RN0164  HISTORY     - Date     Condition        Report By
 RN0164  HISTORY     - 1935     MONUMENTED       CGS
 RN0164
 RN0164                          STATION DESCRIPTION
 RN0164
 RN0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RN0164'1.1 MI S FROM SO SUPERIOR.
 RN0164'ALONG THE GREAT NORTHERN R.R.  1.1 MILES S. OF THE SO. SUPERIOR
 RN0164'STATION.  MARK IS 22 YDS. E. OF CENTER OF E. TRACK AT FENCE CORNER. 87
 RN0164'YDS. S. OF 73 ST. TOWER, AT SOO LINES JCT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0314 ***********************************************************************
 NG0314  DESIGNATION -  M 137
 NG0314  PID         -  NG0314
 NG0314  STATE/COUNTY-  WI/RACINE
 NG0314  USGS QUAD   -  STURTEVANT (1994)
 NG0314
 NG0314                         *CURRENT SURVEY CONTROL
 NG0314  ___________________________________________________________________
 NG0314* NAD 83(1986)-  42 44 31.     (N)    087 54 12.     (W)     SCALED    
 NG0314* NAVD 88     -       227.534  (meters)     746.50   (feet)  ADJUSTED  
 NG0314  ___________________________________________________________________
 NG0314  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 NG0314  DYNAMIC HT  -         227.467 (meters)     746.28  (feet)  COMP
 NG0314  MODELED GRAV-     980,324.5   (mgal)                       NAVD 88
 NG0314
 NG0314  VERT ORDER  -  FIRST     CLASS 0
 NG0314
 NG0314.The horizontal coordinates were scaled from a topographic map and have
 NG0314.an estimated accuracy of +/- 6 seconds.
 NG0314
 NG0314.The orthometric height was determined by differential leveling
 NG0314.and adjusted by the National Geodetic Survey in June 1991..
 NG0314
 NG0314.The geoid height was determined by GEOID03.
 NG0314
 NG0314.The dynamic height is computed by dividing the NAVD 88
 NG0314.geopotential number by the normal gravity value computed on the
 NG0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0314.degrees latitude (g = 980.6199 gals.).
 NG0314
 NG0314.The modeled gravity was interpolated from observed gravity values.
 NG0314
 NG0314;                    North         East    Units  Estimated Accuracy
 NG0314;SPC WI S     -    84,580.      771,660.      MT  (+/- 180 meters Scaled)
 NG0314
 NG0314                          SUPERSEDED SURVEY CONTROL
 NG0314
 NG0314  NGVD 29 (??/??/92)  227.60   (m)          746.7    (f) COMPUTED    1 0
 NG0314
 NG0314.Superseded values are not recommended for survey control.
 NG0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0314.See file dsdata.txt to determine how the superseded data were derived.
 NG0314
 NG0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN260325(NAD 83)
 NG0314_MARKER: DV = VERTICAL CONTROL DISK
 NG0314_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NG0314+WITH SETTING: INTO GROUND
 NG0314_STAMPING: M 137 1972
 NG0314_MARK LOGO: NGS   
 NG0314_PROJECTION: FLUSH
 NG0314_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NG0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0314+STABILITY: SURFACE MOTION
 NG0314_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NG0314+SATELLITE: SATELLITE OBSERVATIONS - 2001
 NG0314
 NG0314  HISTORY     - Date     Condition        Report By
 NG0314  HISTORY     - 1972     MONUMENTED       NGS
 NG0314  HISTORY     - 1990     GOOD             USPSQD
 NG0314  HISTORY     - 2001     GOOD             WIDT
 NG0314
 NG0314                          STATION DESCRIPTION
 NG0314
 NG0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 NG0314'1 MI S FROM FRANKSVILLE.
 NG0314'ABOUT 1.0 MILE SOUTH ALONG COUNTY ROAD H FROM EAST JUNCTION OF
 NG0314'COUNTY ROAD K AT FRANKSVILLE, ABOUT 0.4 MILE NORTH OF THE
 NG0314'INTERSECTION OF COUNTY ROAD C, 104 1/2 FEET NORTH OF THE CENTER
 NG0314'LINE OF A DRIVEWAY LEADING WEST TO A LARGE BRICK HOUSE AT NUMBER
 NG0314'1536, 54 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF A DRIVEWAY
 NG0314'EAST TO A ONE STORY TAN BRICK HOUSE, 46.7 FEET WEST OF THE CENTER
 NG0314'LINE OF THE ROAD, 2 FEET NORTH OF POWER POLE E 62-8764-, IN LINE
 NG0314'WITH A ROW OF POLES, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 NG0314'LEVEL WITH THE ROAD AND ON THE TOP OF A 4 FOOT COPPER ROD THAT
 NG0314'IS ATTACHED TO A METAL BASE PLATE.  THE DISK PROJECTS 1 INCH
 NG0314'ABOVE THE LEVEL OF THE GROUND AND ENCASED IN A 6 INCH METAL PIPE
 NG0314'THAT PROJECTS 4 INCHES ABOVE THE LEVEL OF THE GROUND.  SEC 4,
 NG0314'T3N, R22E.
 NG0314
 NG0314                          STATION RECOVERY (1990)
 NG0314
 NG0314'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCB)
 NG0314'RECOVERED IN GOOD CONDITION.
 NG0314
 NG0314                          STATION RECOVERY (2001)
 NG0314
 NG0314'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 NG0314'THE STATION IS LOCATED ABOUT 26 KM SOUTH OF MILWAUKEE, 10 KM WEST OF
 NG0314'RACINE AND 5 KM NORTH OF STURTEVANT.  OWNERSHIP--RACINE COUNTY.  TO
 NG0314'REACH THE STATION FROM THE SOUTHERN JUNCTION OF COUNTY HIGHWAY K
 NG0314'(NORTHWESTERN AVENUE) WITH COUNTY HIGHWAY H (FANCHER ROAD) ABOUT 1 KM
 NG0314'SOUTHEAST OF THE COMMUNITY OF FRANKSVILLE, GO SOUTH ON COUNTY HIGHWAY
 NG0314'H (FANCHER ROAD) FOR 1.7 KM TO THE STATION ON THE RIGHT. THE STATION
 NG0314'IS A BRONZE NATIONAL GEODETIC SURVEY VERTICAL CONTROL MARK DISK SET
 NG0314'ON TOP OF A COPPER CLAD STEEL ROD WITH BASE PLATE ABOUT LEVEL WITH
 NG0314'THE HIGHWAY PAVEMENT. THE STATION IS 14.5 M WEST OF THE CENTERLINE OF
 NG0314'COUNTY HIGHWAY H (FANCHER ROAD), 28.0 M NORTH-NORTHWEST OF THE CENTER
 NG0314'OF THE NORTH END OF A CORRUGATED METAL CULVERT PIPE UNDER PRIVATE
 NG0314'ENTRANCE --1536 FANCHER ROAD-- , 7 M SOUTH OF EXTENDED CENTERLINE OF
 NG0314'PRIVATE ENTRANCE --1605 FANCHER ROAD--, 0.5 M NORTH OF POWER POLE
 NG0314'--E6Z-8764--.  ---NOTE---THE STATION IS 0.6 M SOUTH OF AN ORANGE
 NG0314'FIBERGLASS WITNESS POST.  ---NOTE2---THIS STATION IS NOT SUITABLE GPS
 NG0314'DUE TO TREES TO THE SOUTH AND THE EAST, AND THE REFERENCED POWER POLE
 NG0314'TO THE SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0268 ***********************************************************************
 NG0268  DESIGNATION -  M 138
 NG0268  PID         -  NG0268
 NG0268  STATE/COUNTY-  WI/KENOSHA
 NG0268  USGS QUAD   -  KENOSHA (1994)
 NG0268
 NG0268                         *CURRENT SURVEY CONTROL
 NG0268  ___________________________________________________________________
 NG0268* NAD 83(1986)-  42 35 19.     (N)    087 48 46.     (W)     SCALED    
 NG0268* NAVD 88     -       178.561  (meters)     585.83   (feet)  ADJUSTED  
 NG0268  ___________________________________________________________________
 NG0268  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 NG0268  DYNAMIC HT  -         178.508 (meters)     585.65  (feet)  COMP
 NG0268  MODELED GRAV-     980,321.0   (mgal)                       NAVD 88
 NG0268
 NG0268  VERT ORDER  -  SECOND    CLASS I
 NG0268
 NG0268.The horizontal coordinates were scaled from a topographic map and have
 NG0268.an estimated accuracy of +/- 6 seconds.
 NG0268
 NG0268.The orthometric height was determined by differential leveling
 NG0268.and adjusted by the National Geodetic Survey in February 2004..
 NG0268
 NG0268.The geoid height was determined by GEOID03.
 NG0268
 NG0268.The dynamic height is computed by dividing the NAVD 88
 NG0268.geopotential number by the normal gravity value computed on the
 NG0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0268.degrees latitude (g = 980.6199 gals.).
 NG0268
 NG0268.The modeled gravity was interpolated from observed gravity values.
 NG0268
 NG0268;                    North         East    Units  Estimated Accuracy
 NG0268;SPC WI S     -    67,750.      779,520.      MT  (+/- 180 meters Scaled)
 NG0268
 NG0268                          SUPERSEDED SURVEY CONTROL
 NG0268
 NG0268  NAVD 88 (06/15/91)  178.567  (m)          585.85   (f) UNKNOWN     1 0
 NG0268  NGVD 29 (??/??/92)  178.65   (m)          586.1    (f) COMPUTED    1 0
 NG0268
 NG0268.Superseded values are not recommended for survey control.
 NG0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0268.See file dsdata.txt to determine how the superseded data were derived.
 NG0268
 NG0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN333154(NAD 83)
 NG0268_MARKER: DB = BENCH MARK DISK
 NG0268_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NG0268_SP_SET: PIER
 NG0268_STAMPING: M 138 1973
 NG0268_MARK LOGO: NGS   
 NG0268_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NG0268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0268+SATELLITE: SATELLITE OBSERVATIONS - 2001
 NG0268
 NG0268  HISTORY     - Date     Condition        Report By
 NG0268  HISTORY     - 1973     MONUMENTED       NGS
 NG0268  HISTORY     - 2001     GOOD             WIDT
 NG0268
 NG0268                          STATION DESCRIPTION
 NG0268
 NG0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NG0268'AT KENOSHA.
 NG0268'ABOUT 0.2 MILES NORTH ALONG 7TH AVE., FROM THE MUNICIPAL BUILDING
 NG0268'AT KENOSHA, THENCE 0.5 MILES EAST AND SOUTH ALONG 50TH STREET
 NG0268'AND 4TH AVE.  AT SIMMONS ISLAND PARK, 250.0 FEET SOUTHEAST OF
 NG0268'THE SOUTHEAST CORNER OF KENOSHA WATER UTILITY BUILDING, 2.0
 NG0268'FEET SOUTHEAST OF THE NORTHWEST CORNER OF THE NORTH PIER, 2.3
 NG0268'FEET EAST OF A U.S. CORPS OF ENGINEER WARNING SIGN POST, SET IN
 NG0268'TOP OF CONCRETE PIER ABOUT 2.0 FEET ABOVE SAND BEACH.  SEC 32,
 NG0268'T 2 N, R 23 E.
 NG0268
 NG0268                          STATION RECOVERY (2001)
 NG0268
 NG0268'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 NG0268'THE STATION IS LOCATED IN KENOSHA.  OWNERSHIP--CITY OF KENOSHA.  TO
 NG0268'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 (SHERIDAN
 NG0268'ROAD) WITH STATE HIGHWAY 158 IN KENOSHA, GO NORTH ON STATE HIGHWAY 32
 NG0268'(SHERIDAN ROAD) FOR 0.3 KM TO 50TH STREET, TURN RIGHT AND GO EAST ON
 NG0268'50TH STREET FOR 0.5 KM TO 4TH AVENUE AND LIGHTHOUSE DRIVE, TURN RIGHT
 NG0268'AND GO SOUTH ON 4TH AVENUE FOR 0.2 KM TO 51ST PLACE ON THE LEFT, TURN
 NG0268'LEFT AND GO EAST ON 51ST PLACE FOR 0.3 KM TO THE END OF 51ST PLACE
 NG0268'AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE NATIONAL
 NG0268'GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP OF A CONCRETE PIER
 NG0268'ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 71.3 M SOUTHEAST
 NG0268'OF SOUTHEAST FACE OF KENOSHA WATER UTILITY BUILDING, 42.9 M EAST OF
 NG0268'POWER POLE--97-17175--, 31 M SOUTH OF THE EXTENDED CENTERLINE OF 51ST
 NG0268'PLACE, 12.6 M NORTHWEST OF THE SOUTHERNMOST YELLOW METAL PIER POST,
 NG0268'AND 8.7 M NORTH OF SOUTHWEST CORNER OF THE PIER.  ---NOTE---THIS
 NG0268'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 NG0268'ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0383 ***********************************************************************
 RM0383  DESIGNATION -  M 146
 RM0383  PID         -  RM0383
 RM0383  STATE/COUNTY-  WI/WASHBURN
 RM0383  USGS QUAD   -  STANBERRY EAST (1971)
 RM0383
 RM0383                         *CURRENT SURVEY CONTROL
 RM0383  ___________________________________________________________________
 RM0383* NAD 83(1986)-  46 03 24.     (N)    091 35 00.     (W)     SCALED    
 RM0383* NAVD 88     -       364.064  (meters)    1194.43   (feet)  ADJUSTED  
 RM0383  ___________________________________________________________________
 RM0383  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 RM0383  DYNAMIC HT  -         364.080 (meters)    1194.49  (feet)  COMP
 RM0383  MODELED GRAV-     980,648.6   (mgal)                       NAVD 88
 RM0383
 RM0383  VERT ORDER  -  FIRST     CLASS II
 RM0383
 RM0383.The horizontal coordinates were scaled from a topographic map and have
 RM0383.an estimated accuracy of +/- 6 seconds.
 RM0383
 RM0383.The orthometric height was determined by differential leveling
 RM0383.and adjusted by the National Geodetic Survey in June 1991..
 RM0383
 RM0383.The geoid height was determined by GEOID03.
 RM0383
 RM0383.The dynamic height is computed by dividing the NAVD 88
 RM0383.geopotential number by the normal gravity value computed on the
 RM0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0383.degrees latitude (g = 980.6199 gals.).
 RM0383
 RM0383.The modeled gravity was interpolated from observed gravity values.
 RM0383
 RM0383;                    North         East    Units  Estimated Accuracy
 RM0383;SPC WI N     -   100,140.      477,490.      MT  (+/- 180 meters Scaled)
 RM0383
 RM0383                          SUPERSEDED SURVEY CONTROL
 RM0383
 RM0383.No superseded survey control is available for this station.
 RM0383
 RM0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM095013(NAD 83)
 RM0383_MARKER: DB = BENCH MARK DISK
 RM0383_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0383_SP_SET: STAINLESS STEEL ROD
 RM0383_STAMPING: M 146 1979
 RM0383_PROJECTION: FLUSH
 RM0383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0383_ROD/PIPE-DEPTH: 5.18 meters
 RM0383
 RM0383  HISTORY     - Date     Condition        Report By
 RM0383  HISTORY     - 1979     MONUMENTED       NGS
 RM0383  HISTORY     - 20041130 MARK NOT FOUND   WIDT
 RM0383
 RM0383                          STATION DESCRIPTION
 RM0383
 RM0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RM0383'7.1 MI WEST FROM HAYWARD.
 RM0383'7.1 MILES WEST ALONG STATE HIGHWAY 77 FROM THE JUNCTION OF STATE
 RM0383'HIGHWAY 27 AND U.S. HIGHWAY 63 IN HAYWARD, 130 FT. SOUTH OF JOHNS
 RM0383'MIDWAY TAVERN, 57.0 FT. SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 RM0383'77.0 FT. SOUTH OF A SCHLITZ LIQUOR SIGN.  DISK IS 4 INCHES BELOW
 RM0383'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 RM0383'THE MARK IS 1 FT  N FROM A WITNESS POST.
 RM0383'THE MARK IS 1 FT ABOVE THE HIGHWAY.
 RM0383
 RM0383                          STATION RECOVERY (2004)
 RM0383
 RM0383'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 RM0383'NO TIES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL1157 ***********************************************************************
 RL1157  DESIGNATION -  M 146
 RL1157  PID         -  RL1157
 RL1157  STATE/COUNTY-  WI/VILAS
 RL1157  USGS QUAD   -  GOGEBIC (1982)
 RL1157
 RL1157                         *CURRENT SURVEY CONTROL
 RL1157  ___________________________________________________________________
 RL1157* NAD 83(1986)-  46 15 09.     (N)    089 37 12.     (W)     SCALED    
 RL1157* NAVD 88     -       522.690  (meters)    1714.86   (feet)  ADJUSTED  
 RL1157  ___________________________________________________________________
 RL1157  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 RL1157  DYNAMIC HT  -         522.697 (meters)    1714.88  (feet)  COMP
 RL1157  MODELED GRAV-     980,609.8   (mgal)                       NAVD 88
 RL1157
 RL1157  VERT ORDER  -  SECOND    CLASS 0
 RL1157
 RL1157.The horizontal coordinates were scaled from a topographic map and have
 RL1157.an estimated accuracy of +/- 6 seconds.
 RL1157
 RL1157.The orthometric height was determined by differential leveling
 RL1157.and adjusted by the National Geodetic Survey in June 1991..
 RL1157
 RL1157.The geoid height was determined by GEOID03.
 RL1157
 RL1157.The dynamic height is computed by dividing the NAVD 88
 RL1157.geopotential number by the normal gravity value computed on the
 RL1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1157.degrees latitude (g = 980.6199 gals.).
 RL1157
 RL1157.The modeled gravity was interpolated from observed gravity values.
 RL1157
 RL1157;                    North         East    Units  Estimated Accuracy
 RL1157;SPC WI N     -   120,760.      629,300.      MT  (+/- 180 meters Scaled)
 RL1157
 RL1157                          SUPERSEDED SURVEY CONTROL
 RL1157
 RL1157  NGVD 29 (??/??/92)  522.699  (m)         1714.89   (f) ADJ UNCH    2 0
 RL1157
 RL1157.Superseded values are not recommended for survey control.
 RL1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1157.See file dsdata.txt to determine how the superseded data were derived.
 RL1157
 RL1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS980254(NAD 83)
 RL1157_MARKER: DB = BENCH MARK DISK
 RL1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1157_STAMPING: M 146 1948
 RL1157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1157+STABILITY: SURFACE MOTION
 RL1157
 RL1157  HISTORY     - Date     Condition        Report By
 RL1157  HISTORY     - 1948     MONUMENTED       CGS
 RL1157  HISTORY     - 20050920 MARK NOT FOUND   WIDT
 RL1157
 RL1157                          STATION DESCRIPTION
 RL1157
 RL1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1157'25.5 MI SE FROM MARENISCO.
 RL1157'ABOUT 0.65 MILE NORTH ALONG STATE HIGHWAY 64 FROM THE CHICAGO
 RL1157'AND NORTH WESTERN RAILWAY STATION AT MARENISCO, THENCE ABOUT
 RL1157'12.55 MILES SOUTHEAST ALONG U.S. HIGHWAY 2, THENCE ABOUT 4.85
 RL1157'MILES SOUTH ALONG LANGFORD LAKE ROAD, THENCE ABOUT 7.45 MILES
 RL1157'WEST AND NORTHWEST AND SOUTHWEST ALONG A ROAD LEADING TO STATE
 RL1157'LINE LOOKOUT TOWER, ABOUT 2.1 MILES SOUTHWEST OF A BRIDGE OVER
 RL1157'THE EAST BRANCH OF PRESQUE ISLE RIVER, ABOUT 1.0 MILE NORTHEAST
 RL1157'OF THE STATE LINE LOOKOUT TOWER AT THE MICHIGAN-WISCONSIN
 RL1157'STATE LINE, AT THE SOUTHWEST END OF A CUT, 23 FEET SOUTHEAST
 RL1157'OF THE CENTER LINE OF THE ROAD, 2 1/2 FEET SOUTHWEST OF A WHITE
 RL1157'WOODEN WITNESS POST, 3 1/2 FEET ABOVE THE ROAD AND SET IN THE
 RL1157'TOP OF A CONCRETE POST PROJECTING 4 INCHES.  MARK MAY BE
 RL1157'REACHED FROM WINEGAR WISCONSIN-VILAS COUNTY BY GOING ABOUT 0.3
 RL1157'MILE SOUTH ALONG A COUNTY ROAD FROM THE GRADE SCHOOL, THENCE
 RL1157'ABOUT 2.8 MILES SOUTHEAST ALONG COUNTY HIGHWAY B, THENCE ABOUT
 RL1157'1.5 MILES NORTHEAST ALONG A ROAD, THENCE ABOUT 2.05 MILES EAST
 RL1157'AND NORTH ALONG A DIM ROAD TO THE MICHIGAN-WISCONSIN STATE
 RL1157'LINE, THENCE ABOUT 1.0 MILE NORTHEAST ALONG A GRAVEL ROAD.
 RL1157
 RL1157                          STATION RECOVERY (2005)
 RL1157
 RL1157'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1157'MARK NOT FOUND. ADD--SEARCHED AREA FOR EVIDENCE OF STATION BUT
 RL1157'RECOVERED NOTHING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0321 ***********************************************************************
 QN0321  DESIGNATION -  M 147
 QN0321  PID         -  QN0321
 QN0321  STATE/COUNTY-  WI/SAWYER
 QN0321  USGS QUAD   -  EXELAND (1972)
 QN0321
 QN0321                         *CURRENT SURVEY CONTROL
 QN0321  ___________________________________________________________________
 QN0321* NAD 83(1986)-  45 43 43.     (N)    091 12 49.     (W)     SCALED    
 QN0321* NAVD 88     -       367.613  (meters)    1206.08   (feet)  ADJUSTED  
 QN0321  ___________________________________________________________________
 QN0321  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 QN0321  DYNAMIC HT  -         367.594 (meters)    1206.01  (feet)  COMP
 QN0321  MODELED GRAV-     980,554.7   (mgal)                       NAVD 88
 QN0321
 QN0321  VERT ORDER  -  FIRST     CLASS II
 QN0321
 QN0321.The horizontal coordinates were scaled from a topographic map and have
 QN0321.an estimated accuracy of +/- 6 seconds.
 QN0321
 QN0321.The orthometric height was determined by differential leveling
 QN0321.and adjusted by the National Geodetic Survey in June 1991..
 QN0321
 QN0321.The geoid height was determined by GEOID03.
 QN0321
 QN0321.The dynamic height is computed by dividing the NAVD 88
 QN0321.geopotential number by the normal gravity value computed on the
 QN0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0321.degrees latitude (g = 980.6199 gals.).
 QN0321
 QN0321.The modeled gravity was interpolated from observed gravity values.
 QN0321
 QN0321;                    North         East    Units  Estimated Accuracy
 QN0321;SPC WI N     -    63,180.      505,540.      MT  (+/- 180 meters Scaled)
 QN0321
 QN0321                          SUPERSEDED SURVEY CONTROL
 QN0321
 QN0321.No superseded survey control is available for this station.
 QN0321
 QN0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL389654(NAD 83)
 QN0321_MARKER: DB = BENCH MARK DISK
 QN0321_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0321_SP_SET: STAINLESS STEEL ROD
 QN0321_STAMPING: M 147 1979
 QN0321_PROJECTION: FLUSH
 QN0321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0321_ROD/PIPE-DEPTH: 4.27 meters
 QN0321
 QN0321  HISTORY     - Date     Condition        Report By
 QN0321  HISTORY     - 1979     MONUMENTED       NGS
 QN0321  HISTORY     - 20041028 MARK NOT FOUND   WIDT
 QN0321
 QN0321                          STATION DESCRIPTION
 QN0321
 QN0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 QN0321'3.05 MI SOUTH FROM RADISSON.
 QN0321'3.05 MILES SOUTH ALONG STATE HIGHWAY 40 FROM THE JUNCTION OF STATE
 QN0321'HIGHWAY 27 IN RADISSON, AT THE JUNCTION OF A GRAVEL ROAD LEADING EAST,
 QN0321'38.0 FT. EAST OF THE CENTERLINE OF THE HIGHWAY, 3.0 FT. SOUTH OF A
 QN0321'POWERLINE POLE, 27.0 FT. NORTH OF THE CENTER OF THE ROAD, 7.0 FT. WEST
 QN0321'OF A TELEPHONE JUNCTION BOX.
 QN0321'THE MARK IS 2 FT  W FROM A WITNESS POST.
 QN0321'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 QN0321
 QN0321                          STATION RECOVERY (2004)
 QN0321
 QN0321'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0321'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0385 ***********************************************************************
 QN0385  DESIGNATION -  M 148
 QN0385  PID         -  QN0385
 QN0385  STATE/COUNTY-  WI/RUSK
 QN0385  USGS QUAD   -  BRUCE (1972)
 QN0385
 QN0385                         *CURRENT SURVEY CONTROL
 QN0385  ___________________________________________________________________
 QN0385* NAD 83(1986)-  45 27 18.     (N)    091 16 35.     (W)     SCALED    
 QN0385* NAVD 88     -       335.500  (meters)    1100.72   (feet)  ADJUSTED  
 QN0385  ___________________________________________________________________
 QN0385  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 QN0385  DYNAMIC HT  -         335.481 (meters)    1100.66  (feet)  COMP
 QN0385  MODELED GRAV-     980,552.3   (mgal)                       NAVD 88
 QN0385
 QN0385  VERT ORDER  -  FIRST     CLASS II
 QN0385
 QN0385.The horizontal coordinates were scaled from a topographic map and have
 QN0385.an estimated accuracy of +/- 6 seconds.
 QN0385
 QN0385.The orthometric height was determined by differential leveling
 QN0385.and adjusted by the National Geodetic Survey in June 1991..
 QN0385
 QN0385.The geoid height was determined by GEOID03.
 QN0385
 QN0385.The dynamic height is computed by dividing the NAVD 88
 QN0385.geopotential number by the normal gravity value computed on the
 QN0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0385.degrees latitude (g = 980.6199 gals.).
 QN0385
 QN0385.The modeled gravity was interpolated from observed gravity values.
 QN0385
 QN0385;                    North         East    Units  Estimated Accuracy
 QN0385;SPC WI C     -   180,990.      500,170.      MT  (+/- 180 meters Scaled)
 QN0385
 QN0385                          SUPERSEDED SURVEY CONTROL
 QN0385
 QN0385.No superseded survey control is available for this station.
 QN0385
 QN0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL347349(NAD 83)
 QN0385_MARKER: I = METAL ROD
 QN0385_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0385_SP_SET: STAINLESS STEEL ROD
 QN0385_STAMPING: M 148 1980
 QN0385_PROJECTION: FLUSH
 QN0385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0385_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QN0385+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2005
 QN0385_ROD/PIPE-DEPTH: 9.7  meters
 QN0385
 QN0385  HISTORY     - Date     Condition        Report By
 QN0385  HISTORY     - 1980     MONUMENTED       NGS
 QN0385  HISTORY     - 20020520 GOOD             WIDT
 QN0385  HISTORY     - 20051204 GOOD             WIDT
 QN0385
 QN0385                          STATION DESCRIPTION
 QN0385
 QN0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QN0385'0.15 KM WEST FROM BRUCE.
 QN0385'0.15 KM (0.1 MI) WEST ALONG U.S. HIGHWAY 8 FROM THE JUNCTION OF STATE
 QN0385'HIGHWAY 40 IN BRUCE, AT THE JUNCTION OF PARKSIDE ALLEY, 11.3 M
 QN0385'(37.3 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 4.9 M (16.3 FT) EAST
 QN0385'OF THE CENTER OF THE ALLEY, 0.6 M (2.0 FT) NORTH OF A STREET LIGHT,
 QN0385'0.9 M (3.0 FT) SOUTHEAST OF A STOP SIGN, 14.3 M (47.3 FT) EAST OF A
 QN0385'60-CM WHITE PINE TREE.
 QN0385'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 QN0385'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 QN0385
 QN0385                          STATION RECOVERY (2002)
 QN0385
 QN0385'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (GRS)
 QN0385'ENGINEERING FIRM REPORTED TO WIDT THAT BENCH MARK IS IN GOOD
 QN0385'CONDITION.
 QN0385
 QN0385                          STATION RECOVERY (2005)
 QN0385
 QN0385'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 QN0385'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS IN THE SOUTHEAST
 QN0385'QUADRANT OF THE INTERSENTION OF US HIGHWAY 8 (WEST ARTHUR AVENUE) WITH
 QN0385'SOUTH COLEMAN STREET, 0.4 M SOUTH OF A WHITE METAL WITNESS POST, AND
 QN0385'1.0 M WEST OF A WHITE PLASTIC WITNESS POST.
 QN0385'NOTE-- VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE WEST
 QN0385'EXTENDING TO 80 DEGREES ABOVE THE HORIZON AND TREES TO THE SOUTH
 QN0385'EXTENDING TO 40 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0358 ***********************************************************************
 QN0358  DESIGNATION -  M 149
 QN0358  PID         -  QN0358
 QN0358  STATE/COUNTY-  WI/BARRON
 QN0358  USGS QUAD   -  BARRON (1978)
 QN0358
 QN0358                         *CURRENT SURVEY CONTROL
 QN0358  ___________________________________________________________________
 QN0358* NAD 83(1986)-  45 24 02.     (N)    091 49 25.     (W)     SCALED    
 QN0358* NAVD 88     -       335.942  (meters)    1102.17   (feet)  ADJUSTED  
 QN0358  ___________________________________________________________________
 QN0358  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 QN0358  DYNAMIC HT  -         335.913 (meters)    1102.07  (feet)  COMP
 QN0358  MODELED GRAV-     980,522.3   (mgal)                       NAVD 88
 QN0358
 QN0358  VERT ORDER  -  FIRST     CLASS II
 QN0358
 QN0358.The horizontal coordinates were scaled from a topographic map and have
 QN0358.an estimated accuracy of +/- 6 seconds.
 QN0358
 QN0358.The orthometric height was determined by differential leveling
 QN0358.and adjusted by the National Geodetic Survey in June 1991..
 QN0358
 QN0358.The geoid height was determined by GEOID03.
 QN0358
 QN0358.The dynamic height is computed by dividing the NAVD 88
 QN0358.geopotential number by the normal gravity value computed on the
 QN0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0358.degrees latitude (g = 980.6199 gals.).
 QN0358
 QN0358.The modeled gravity was interpolated from observed gravity values.
 QN0358
 QN0358;                    North         East    Units  Estimated Accuracy
 QN0358;SPC WI C     -   175,760.      457,230.      MT  (+/- 180 meters Scaled)
 QN0358
 QN0358                          SUPERSEDED SURVEY CONTROL
 QN0358
 QN0358.No superseded survey control is available for this station.
 QN0358
 QN0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL920281(NAD 83)
 QN0358_MARKER: I = METAL ROD
 QN0358_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0358_SP_SET: STAINLESS STEEL ROD
 QN0358_STAMPING: M 149 1980
 QN0358_PROJECTION: FLUSH
 QN0358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QN0358+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2005
 QN0358_ROD/PIPE-DEPTH: 12.1 meters
 QN0358
 QN0358  HISTORY     - Date     Condition        Report By
 QN0358  HISTORY     - 1980     MONUMENTED       NGS
 QN0358  HISTORY     - 20040909 MARK NOT FOUND   WIDT
 QN0358  HISTORY     - 20050927 GOOD             WIDT
 QN0358
 QN0358                          STATION DESCRIPTION
 QN0358
 QN0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QN0358'2.0 KM EAST FROM BARRON.
 QN0358'2.0 KM (1.25 MI) EAST ALONG U.S. HIGHWAY 8 FROM THE JUNCTION OF STATE
 QN0358'HIGHWAY 25 NORTH IN BARRON, ALSO 2.95 KM (4.7 MI) WEST ALONG COUNTY
 QN0358'ROAD W FROM THE POST OFFICE IN CAMERON, THENCE 0.95 KM (0.6 MI) WEST
 QN0358'ALONG U.S. HIGHWAY 8, APPROXIMATELY 60 M (200 FT) EAST OF THE
 QN0358'NORTHEAST CORNER OF THE NORTHERN FURNITURE BUILDING, 6.4 M (21.0 FT)
 QN0358'EAST OF THE EXTENDED CENTER OF A DRIVE LEADING NORTH TO A CEMETERY,
 QN0358'15.8 M (52.2 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 18.5 M
 QN0358'(61.0 FT) NORTHEAST OF THE NORTHEAST CORNER OF A SMALL FRAME HOUSE,
 QN0358'0.6 M (2.0 FT) EAST OF POWERLINE POLE NUMBER 8416-AA-55 WITH
 QN0358'TRANSFORMER, 30.3 M (100 FT) EAST OF THE CENTER OF A DRIVE.
 QN0358'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 QN0358
 QN0358                          STATION RECOVERY (2004)
 QN0358
 QN0358'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0358'MARK NOT FOUND.
 QN0358
 QN0358                          STATION RECOVERY (2005)
 QN0358
 QN0358'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 QN0358'THE STATION HAS BEEN RECOVERED IN GOOD CONDITION USING THE 1980
 QN0358'DESCRIPTION.
 QN0358'ADD-- THE STATION IS 0.6 MILE WEST OF COUNTY HIGHWAY W, 12.7 M SOUTH
 QN0358'OF THE CENTERLINE OF THE TWO EASTBOUND LANES OF US HIGHWAY 8, 29.2 M
 QN0358'NORTHWEST OF THE NORTHWEST CORNER OF A CAR WASH BAY AT --PRECISION
 QN0358'AUTO SALES--,
 QN0358'28.3 M EAST OF THE CENTERLINE OF A PRIVATE ENTRANCE TO --1619--, 6.3 M
 QN0358'WEST OF A POWER POLE, 4.6 M SOUTHWEST OF THE TOP CENTER OF TELEPHONE
 QN0358'PEDESTAL --3A2 25--, AND 1.0 M SOUTH OF A WHITE PLASTIC WITNESS POST.
 QN0358' 
 QN0358'--NOTE-- POWER POLE --8416 AA-55-- IS NOT PRESENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0080 ***********************************************************************
 RM0080  DESIGNATION -  M 15
 RM0080  PID         -  RM0080
 RM0080  STATE/COUNTY-  WI/IRON
 RM0080  USGS QUAD   -  SAXON (1956)
 RM0080
 RM0080                         *CURRENT SURVEY CONTROL
 RM0080  ___________________________________________________________________
 RM0080* NAD 83(1986)-  46 29 23.     (N)    090 26 09.     (W)     SCALED    
 RM0080* NAVD 88     -       335.285  (meters)    1100.01   (feet)  ADJUSTED  
 RM0080  ___________________________________________________________________
 RM0080  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 RM0080  DYNAMIC HT  -         335.306 (meters)    1100.08  (feet)  COMP
 RM0080  MODELED GRAV-     980,666.7   (mgal)                       NAVD 88
 RM0080
 RM0080  VERT ORDER  -  FIRST     CLASS II
 RM0080
 RM0080.The horizontal coordinates were scaled from a topographic map and have
 RM0080.an estimated accuracy of +/- 6 seconds.
 RM0080
 RM0080.The orthometric height was determined by differential leveling
 RM0080.and adjusted by the National Geodetic Survey in June 1991..
 RM0080
 RM0080.The geoid height was determined by GEOID03.
 RM0080
 RM0080.The dynamic height is computed by dividing the NAVD 88
 RM0080.geopotential number by the normal gravity value computed on the
 RM0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0080.degrees latitude (g = 980.6199 gals.).
 RM0080
 RM0080.The modeled gravity was interpolated from observed gravity values.
 RM0080
 RM0080;                    North         East    Units  Estimated Accuracy
 RM0080;SPC WI N     -   147,140.      566,540.      MT  (+/- 180 meters Scaled)
 RM0080
 RM0080                          SUPERSEDED SURVEY CONTROL
 RM0080
 RM0080  NGVD 29 (??/??/92)  335.305  (m)         1100.08   (f) ADJ UNCH    1 2
 RM0080
 RM0080.Superseded values are not recommended for survey control.
 RM0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0080.See file dsdata.txt to determine how the superseded data were derived.
 RM0080
 RM0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM967516(NAD 83)
 RM0080_MARKER: DB = BENCH MARK DISK
 RM0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0080_STAMPING: M 15 1934
 RM0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0080+STABILITY: SURFACE MOTION
 RM0080
 RM0080  HISTORY     - Date     Condition        Report By
 RM0080  HISTORY     - 1934     MONUMENTED       CGS
 RM0080  HISTORY     - 1982     MARK NOT FOUND   NGS
 RM0080  HISTORY     - 20050830 MARK NOT FOUND   WIDT
 RM0080
 RM0080                          STATION DESCRIPTION
 RM0080
 RM0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RM0080'1 MI W FROM SAXON.
 RM0080'ABOUT 1 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 RM0080'SAXTON, IRON COUNTY, 18 RAILS EAST OF MILEPOST 342, 3 RAILS EAST
 RM0080'OF A STATION-1-MILE SIGN, AND 30 FEET SOUTH OF THE TRACK.  A
 RM0080'STANDARD DISK, STAMPED M 15 1934 AND SET IN THE TOP OF A CONCRETE
 RM0080'POST.
 RM0080
 RM0080                          STATION RECOVERY (1982)
 RM0080
 RM0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RM0080'NOT RECOVERED.  RAILROAD IS BEING TAKEN OUT.
 RM0080
 RM0080                          STATION RECOVERY (2005)
 RM0080
 RM0080'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RM0080'MARK NOT FOUND. --ADD-- DESCRIPTION IS NOT PRECISE ENOUGH FOR THE
 RM0080'AREA, AND THE REFERENCE MARKS HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0415 ***********************************************************************
 RM0415  DESIGNATION -  M 150
 RM0415  PID         -  RM0415
 RM0415  STATE/COUNTY-  WI/DOUGLAS
 RM0415  USGS QUAD   -  SOLON SPRINGS (1982)
 RM0415
 RM0415                         *CURRENT SURVEY CONTROL
 RM0415  ___________________________________________________________________
 RM0415* NAD 83(1986)-  46 16 22.     (N)    091 48 16.     (W)     SCALED    
 RM0415* NAVD 88     -       321.851  (meters)    1055.94   (feet)  ADJUSTED  
 RM0415  ___________________________________________________________________
 RM0415  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 RM0415  DYNAMIC HT  -         321.885 (meters)    1056.05  (feet)  COMP
 RM0415  MODELED GRAV-     980,708.4   (mgal)                       NAVD 88
 RM0415
 RM0415  VERT ORDER  -  FIRST     CLASS II
 RM0415
 RM0415.The horizontal coordinates were scaled from a topographic map and have
 RM0415.an estimated accuracy of +/- 6 seconds.
 RM0415
 RM0415.The orthometric height was determined by differential leveling
 RM0415.and adjusted by the National Geodetic Survey in June 1991..
 RM0415
 RM0415.The geoid height was determined by GEOID03.
 RM0415
 RM0415.The dynamic height is computed by dividing the NAVD 88
 RM0415.geopotential number by the normal gravity value computed on the
 RM0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0415.degrees latitude (g = 980.6199 gals.).
 RM0415
 RM0415.The modeled gravity was interpolated from observed gravity values.
 RM0415
 RM0415;                    North         East    Units  Estimated Accuracy
 RM0415;SPC WI N     -   124,520.      460,930.      MT  (+/- 180 meters Scaled)
 RM0415
 RM0415                          SUPERSEDED SURVEY CONTROL
 RM0415
 RM0415.No superseded survey control is available for this station.
 RM0415
 RM0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM921250(NAD 83)
 RM0415_MARKER: DB = BENCH MARK DISK
 RM0415_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0415_SP_SET: STAINLESS STEEL ROD
 RM0415_STAMPING: M 150 1979
 RM0415_MARK LOGO: NGS   
 RM0415_PROJECTION: FLUSH
 RM0415_MAGNETIC: I = MARKER IS A STEEL ROD
 RM0415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0415_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0415+SATELLITE: SATELLITE OBSERVATIONS - September 08, 1997
 RM0415_ROD/PIPE-DEPTH: 9.14 meters
 RM0415
 RM0415  HISTORY     - Date     Condition        Report By
 RM0415  HISTORY     - 1979     MONUMENTED       NGS
 RM0415  HISTORY     - 19970908 GOOD             NGS
 RM0415  HISTORY     - 20041201 MARK NOT FOUND   WIDT
 RM0415  HISTORY     - 20041201 MARK NOT FOUND   WIDT
 RM0415
 RM0415                          STATION DESCRIPTION
 RM0415
 RM0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RM0415'2.15 MI NORTH FROM GORDON.
 RM0415'2.15 MILES NORTH ALONG U.S. HIGHWAY 53 FROM THE JUNCTION OF COUNTY
 RM0415'ROAD Y IN GORDON, AT THE JUNCTION OF NORTH FLOWAGE DRIVE LEADING WEST
 RM0415'AND A GRAVEL ROAD LEADING EAST, 50.8 FT. NORTHEAST OF THE CENTERLINE
 RM0415'OF THE HIGHWAY, 31.1 FT. SOUTH OF THE CENTERLINE OF THE GRAVEL ROAD,
 RM0415'20.4 FT. NORTHWEST OF THE CENTER OF A 4-TRUNKED BIRCH TREE.  DISK IS 4
 RM0415'INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC
 RM0415'SCREW PLUG.
 RM0415'THE MARK IS 1 FT  W FROM A WITNESS POST.
 RM0415'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 RM0415
 RM0415                          STATION RECOVERY (1997)
 RM0415
 RM0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 RM0415'RECOVERED AS DESCRIBED.
 RM0415
 RM0415                          STATION RECOVERY (2004)
 RM0415
 RM0415'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 RM0415'MARK NOT FOUND.
 RM0415
 RM0415                          STATION RECOVERY (2004)
 RM0415
 RM0415'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 RM0415'MOST LIKELY DESTROYED BY REALIGNMENT OF UNNAMED GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0444 ***********************************************************************
 RM0444  DESIGNATION -  M 151
 RM0444  PID         -  RM0444
 RM0444  STATE/COUNTY-  WI/DOUGLAS
 RM0444  USGS QUAD   -  SOUTH RANGE (1975)
 RM0444
 RM0444                         *CURRENT SURVEY CONTROL
 RM0444  ___________________________________________________________________
 RM0444* NAD 83(1986)-  46 32 48.     (N)    091 56 49.     (W)     SCALED    
 RM0444* NAVD 88     -       316.389  (meters)    1038.02   (feet)  ADJUSTED  
 RM0444  ___________________________________________________________________
 RM0444  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 RM0444  DYNAMIC HT  -         316.425 (meters)    1038.14  (feet)  COMP
 RM0444  MODELED GRAV-     980,718.0   (mgal)                       NAVD 88
 RM0444
 RM0444  VERT ORDER  -  FIRST     CLASS II
 RM0444
 RM0444.The horizontal coordinates were scaled from a topographic map and have
 RM0444.an estimated accuracy of +/- 6 seconds.
 RM0444
 RM0444.The orthometric height was determined by differential leveling
 RM0444.and adjusted by the National Geodetic Survey in June 1991..
 RM0444
 RM0444.The geoid height was determined by GEOID03.
 RM0444
 RM0444.The dynamic height is computed by dividing the NAVD 88
 RM0444.geopotential number by the normal gravity value computed on the
 RM0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0444.degrees latitude (g = 980.6199 gals.).
 RM0444
 RM0444.The modeled gravity was interpolated from observed gravity values.
 RM0444
 RM0444;                    North         East    Units  Estimated Accuracy
 RM0444;SPC WI N     -   155,210.      450,700.      MT  (+/- 180 meters Scaled)
 RM0444
 RM0444                          SUPERSEDED SURVEY CONTROL
 RM0444
 RM0444.No superseded survey control is available for this station.
 RM0444
 RM0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM807553(NAD 83)
 RM0444_MARKER: DB = BENCH MARK DISK
 RM0444_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0444_SP_SET: STAINLESS STEEL ROD
 RM0444_STAMPING: M 151 1979
 RM0444_PROJECTION: FLUSH
 RM0444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0444_ROD/PIPE-DEPTH: 6.10 meters
 RM0444
 RM0444  HISTORY     - Date     Condition        Report By
 RM0444  HISTORY     - 1979     MONUMENTED       NGS
 RM0444  HISTORY     - 19910618 GOOD             USPSQD
 RM0444  HISTORY     - 20041214 MARK NOT FOUND   WIDT
 RM0444
 RM0444                          STATION DESCRIPTION
 RM0444
 RM0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RM0444'7.4 MI NW FROM HAWTHORNE.
 RM0444'3.5 MILES WEST ALONG COUNTY ROAD B FROM THE CHICAGO AND NORTHWESTERN
 RM0444'RAILROAD CROSSING IN HAWTHORNE, THENCE 2.05 MILES NORTH ALONG RANGE
 RM0444'LINE ROAD, THENCE 0.55 MILE WEST ALONG BRANNAN ROAD, THENCE 1.05 MILES
 RM0444'NORTH ALONG A GRAVEL ROAD, THENCE 0.25 MILE WEST ALONG COUNTY ROAD V,
 RM0444'ALSO 1.5 MILES SOUTH ALONG COUNTY ROAD K FROM THE JUNCTION OF COUNTY
 RM0444'ROAD C WEST IN SOUTH RANGE, THENCE 3.5 MILES SOUTHEAST ALONG WAY ROAD,
 RM0444'THENCE 0.75 MILE EAST ALONG COUNTY ROAD V, 28.4 FT. SOUTH OF THE
 RM0444'CENTERLINE OF THE ROAD, 22.0 FT. SOUTHWEST OF THE SOUTH END OF A
 RM0444'CULVERT UNDER THE ROAD, 11.4 FT. EAST OF POWERLINE POLE 34.  DISK IS 4
 RM0444'INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC
 RM0444'SCREW PLUG.
 RM0444'THE MARK IS 1 FT  E FROM A WITNESS POST.
 RM0444'THE MARK IS 2 FT BELOW THE ROAD.
 RM0444
 RM0444                          STATION RECOVERY (1991)
 RM0444
 RM0444'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJK)
 RM0444'RECOVERED IN GOOD CONDITION.
 RM0444
 RM0444                          STATION RECOVERY (2004)
 RM0444
 RM0444'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 RM0444'THIS STATION WAS NOT FOUND POWER POLE 34 WAS REMOVED AND REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO1407 ***********************************************************************
 QO1407  DESIGNATION -  M 152
 QO1407  PID         -  QO1407
 QO1407  STATE/COUNTY-  WI/BARRON
 QO1407  USGS QUAD   -  TURTLE LAKE (1978)
 QO1407
 QO1407                         *CURRENT SURVEY CONTROL
 QO1407  ___________________________________________________________________
 QO1407* NAD 83(1986)-  45 24 04.     (N)    092 08 07.     (W)     SCALED    
 QO1407* NAVD 88     -       381.452  (meters)    1251.48   (feet)  ADJUSTED  
 QO1407  ___________________________________________________________________
 QO1407  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 QO1407  DYNAMIC HT  -         381.411 (meters)    1251.35  (feet)  COMP
 QO1407  MODELED GRAV-     980,496.5   (mgal)                       NAVD 88
 QO1407
 QO1407  VERT ORDER  -  FIRST     CLASS II
 QO1407
 QO1407.The horizontal coordinates were scaled from a topographic map and have
 QO1407.an estimated accuracy of +/- 6 seconds.
 QO1407
 QO1407.The orthometric height was determined by differential leveling
 QO1407.and adjusted by the National Geodetic Survey in June 1991..
 QO1407
 QO1407.The geoid height was determined by GEOID03.
 QO1407
 QO1407.The dynamic height is computed by dividing the NAVD 88
 QO1407.geopotential number by the normal gravity value computed on the
 QO1407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1407.degrees latitude (g = 980.6199 gals.).
 QO1407
 QO1407.The modeled gravity was interpolated from observed gravity values.
 QO1407
 QO1407;                    North         East    Units  Estimated Accuracy
 QO1407;SPC WI C     -   176,410.      432,840.      MT  (+/- 180 meters Scaled)
 QO1407
 QO1407                          SUPERSEDED SURVEY CONTROL
 QO1407
 QO1407.No superseded survey control is available for this station.
 QO1407
 QO1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL676278(NAD 83)
 QO1407_MARKER: I = METAL ROD
 QO1407_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QO1407_SP_SET: STAINLESS STEEL ROD
 QO1407_STAMPING: M 152 1980
 QO1407_PROJECTION: FLUSH
 QO1407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1407_ROD/PIPE-DEPTH: 7.6  meters
 QO1407
 QO1407  HISTORY     - Date     Condition        Report By
 QO1407  HISTORY     - 1980     MONUMENTED       NGS
 QO1407  HISTORY     - 20040908 MARK NOT FOUND   WIDT
 QO1407
 QO1407                          STATION DESCRIPTION
 QO1407
 QO1407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QO1407'0.65 KM EAST FROM TURTLE LAKE.
 QO1407'0.65 KM (0.4 MI) EAST ALONG U.S. HIGHWAY 8 FROM THE JUNCTION OF U.S.
 QO1407'HIGHWAY 63 NORTH IN TURTLE LAKE, AT THE JUNCTION OF A PAVED ROAD,
 QO1407'19.2 M (63.4 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 14.5 M
 QO1407'(48.0 FT) WEST OF THE CENTER OF THE ROAD, 0.9 M (3.0 FT) WEST OF A
 QO1407'POWERLINE POLE, 11.0 M (36.4 FT) SOUTHWEST OF A TELEPHONE CABLE
 QO1407'JUNCTION BOX AND POWERLINE POLE NUMBER N48-210, 3.3 M (11.0 FT)
 QO1407'NORTHWEST OF A GUYED POWERLINE POLE, 10.5 M (34.6 FT) NORTHWEST OF A
 QO1407'STOP SIGN.
 QO1407'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 QO1407'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 QO1407
 QO1407                          STATION RECOVERY (2004)
 QO1407
 QO1407'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QO1407'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO1379 ***********************************************************************
 QO1379  DESIGNATION -  M 153
 QO1379  PID         -  QO1379
 QO1379  STATE/COUNTY-  WI/ST CROIX
 QO1379  USGS QUAD   -  FOREST (1975)
 QO1379
 QO1379                         *CURRENT SURVEY CONTROL
 QO1379  ___________________________________________________________________
 QO1379* NAD 83(1986)-  45 08 08.     (N)    092 22 03.     (W)     SCALED    
 QO1379* NAVD 88     -       321.594  (meters)    1055.10   (feet)  ADJUSTED  
 QO1379  ___________________________________________________________________
 QO1379  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 QO1379  DYNAMIC HT  -         321.550 (meters)    1054.95  (feet)  COMP
 QO1379  MODELED GRAV-     980,473.3   (mgal)                       NAVD 88
 QO1379
 QO1379  VERT ORDER  -  FIRST     CLASS II
 QO1379
 QO1379.The horizontal coordinates were scaled from a topographic map and have
 QO1379.an estimated accuracy of +/- 6 seconds.
 QO1379
 QO1379.The orthometric height was determined by differential leveling
 QO1379.and adjusted by the National Geodetic Survey in June 1991..
 QO1379
 QO1379.The geoid height was determined by GEOID03.
 QO1379
 QO1379.The dynamic height is computed by dividing the NAVD 88
 QO1379.geopotential number by the normal gravity value computed on the
 QO1379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1379.degrees latitude (g = 980.6199 gals.).
 QO1379
 QO1379.The modeled gravity was interpolated from observed gravity values.
 QO1379
 QO1379;                    North         East    Units  Estimated Accuracy
 QO1379;SPC WI C     -   147,420.      413,810.      MT  (+/- 180 meters Scaled)
 QO1379
 QO1379                          SUPERSEDED SURVEY CONTROL
 QO1379
 QO1379.No superseded survey control is available for this station.
 QO1379
 QO1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK497982(NAD 83)
 QO1379_MARKER: I = METAL ROD
 QO1379_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QO1379_SP_SET: STAINLESS STEEL ROD
 QO1379_STAMPING: M 153 1980
 QO1379_PROJECTION: FLUSH
 QO1379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1379+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2005
 QO1379_ROD/PIPE-DEPTH: 8.8  meters
 QO1379
 QO1379  HISTORY     - Date     Condition        Report By
 QO1379  HISTORY     - 1980     MONUMENTED       NGS
 QO1379  HISTORY     - 20051125 GOOD             USPSQD
 QO1379
 QO1379                          STATION DESCRIPTION
 QO1379
 QO1379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QO1379'20.9 KM SW FROM CLEAR LAKE.
 QO1379'14.3 KM (8.85 MI) SOUTH ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 QO1379'COUNTY ROAD JJ IN CLEAR LAKE, THENCE 6.6 KM (4.1 MI) WEST ALONG STATE
 QO1379'HIGHWAY 64, 1.5 KM (0.9 MI) EAST OF THE JUNCTION OF U.S. HIGHWAY 63
 QO1379'AND STATE HIGHWAY 46 NORTH, 16.1 M (53.3 FT) NORTH OF THE CENTERLINE
 QO1379'OF THE HIGHWAY, 54.2 M (179 FT) WEST OF A PRIVATE DRIVE, 78.8 M
 QO1379'(260 FT) EAST OF A PRIVATE DRIVE, 0.9 M (3.0 FT) WEST OF GUYED
 QO1379'POWERLINE POLE NUMBER 532, 12.7 M (42.0 FT) WEST OF A TELEPHONE
 QO1379'JUNCTION BOX.
 QO1379'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 QO1379'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 QO1379
 QO1379                          STATION RECOVERY (2005)
 QO1379
 QO1379'RECOVERY NOTE BY US POWER SQUADRON 2005 (DRB)
 QO1379'RECOVERED IN GOOD CONDITION.  NOTE-- THE PRIVATE DRIVE IS AT --2196--.
 QO1379' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO1350 ***********************************************************************
 QO1350  DESIGNATION -  M 154
 QO1350  PID         -  QO1350
 QO1350  STATE/COUNTY-  WI/ST CROIX
 QO1350  USGS QUAD   -  SOMERSET SOUTH (1974)
 QO1350
 QO1350                         *CURRENT SURVEY CONTROL
 QO1350  ___________________________________________________________________
 QO1350* NAD 83(1986)-  45 01 16.     (N)    092 39 57.     (W)     SCALED    
 QO1350* NAVD 88     -       275.983  (meters)     905.45   (feet)  ADJUSTED  
 QO1350  ___________________________________________________________________
 QO1350  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 QO1350  DYNAMIC HT  -         275.959 (meters)     905.38  (feet)  COMP
 QO1350  MODELED GRAV-     980,521.6   (mgal)                       NAVD 88
 QO1350
 QO1350  VERT ORDER  -  FIRST     CLASS II
 QO1350
 QO1350.The horizontal coordinates were scaled from a topographic map and have
 QO1350.an estimated accuracy of +/- 6 seconds.
 QO1350
 QO1350.The orthometric height was determined by differential leveling
 QO1350.and adjusted by the National Geodetic Survey in June 1991..
 QO1350
 QO1350.The geoid height was determined by GEOID03.
 QO1350
 QO1350.The dynamic height is computed by dividing the NAVD 88
 QO1350.geopotential number by the normal gravity value computed on the
 QO1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1350.degrees latitude (g = 980.6199 gals.).
 QO1350
 QO1350.The modeled gravity was interpolated from observed gravity values.
 QO1350
 QO1350;                    North         East    Units  Estimated Accuracy
 QO1350;SPC WI C     -   135,430.      389,930.      MT  (+/- 180 meters Scaled)
 QO1350
 QO1350                          SUPERSEDED SURVEY CONTROL
 QO1350
 QO1350.No superseded survey control is available for this station.
 QO1350
 QO1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK263853(NAD 83)
 QO1350_MARKER: I = METAL ROD
 QO1350_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QO1350_SP_SET: STAINLESS STEEL ROD
 QO1350_STAMPING: M 154 1980
 QO1350_PROJECTION: FLUSH
 QO1350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1350+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2003
 QO1350_ROD/PIPE-DEPTH: 4.1  meters
 QO1350
 QO1350  HISTORY     - Date     Condition        Report By
 QO1350  HISTORY     - 1980     MONUMENTED       NGS
 QO1350  HISTORY     - 20031116 GOOD             USPSQD
 QO1350
 QO1350                          STATION DESCRIPTION
 QO1350
 QO1350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QO1350'IN BURKHARDT.
 QO1350'IN BURKHARDT, AT THE JUNCTION OF COUNTY ROAD A AND SCOTT ROAD, 0.9 KM
 QO1350'(0.55 MI) SOUTHWEST ALONG COUNTY ROAD A FROM THE JUNCTION OF COUNTY
 QO1350'ROAD I, 0.8 KM (0.5 MI) NORTHEAST ALONG COUNTY ROAD A FROM THE
 QO1350'JUNCTION OF OLD MILL ROAD, 17.3 M (57.0 FT) SOUTH OF THE APPROXIMATE
 QO1350'CENTER OF COUNTY ROAD A, 9.2 M (30.5 FT) EAST OF THE CENTERLINE OF
 QO1350'SCOTT ROAD, 4.5 M (15.0 FT) SOUTHEAST OF A STOP SIGN, 6.4 M (21.0 FT)
 QO1350'SOUTH OF A CORNER FENCE POST.
 QO1350'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 QO1350'THE MARK IS 0.3 M BELOW THE ROAD.
 QO1350
 QO1350                          STATION RECOVERY (2003)
 QO1350
 QO1350'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 QO1350'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 7.5 FEET SOUTH OF A
 QO1350'ROAD SIGN --COUNTY A / SCOTT RD--.  NOTE-- THERE IS NO WITNESS POST
 QO1350'AND NO FENCE POST PRESENT.  CORRECTION-- SCOTT ROAD IS ABOUT 0.1 MILE
 QO1350'NORTHEAST OF OLD MILL RD, NOT 0.5 MILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0304 ***********************************************************************
 QN0304  DESIGNATION -  M 155
 QN0304  PID         -  QN0304
 QN0304  STATE/COUNTY-  WI/RUSK
 QN0304  USGS QUAD   -  CRANE (1972)
 QN0304
 QN0304                         *CURRENT SURVEY CONTROL
 QN0304  ___________________________________________________________________
 QN0304* NAD 83(1986)-  45 31 02.     (N)    091 11 39.     (W)     SCALED    
 QN0304* NAVD 88     -       347.856  (meters)    1141.26   (feet)  ADJUSTED  
 QN0304  ___________________________________________________________________
 QN0304  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 QN0304  DYNAMIC HT  -         347.837 (meters)    1141.20  (feet)  COMP
 QN0304  MODELED GRAV-     980,554.4   (mgal)                       NAVD 88
 QN0304
 QN0304  VERT ORDER  -  FIRST     CLASS II
 QN0304
 QN0304.The horizontal coordinates were scaled from a topographic map and have
 QN0304.an estimated accuracy of +/- 6 seconds.
 QN0304
 QN0304.The orthometric height was determined by differential leveling
 QN0304.and adjusted by the National Geodetic Survey in June 1991..
 QN0304
 QN0304.The geoid height was determined by GEOID03.
 QN0304
 QN0304.The dynamic height is computed by dividing the NAVD 88
 QN0304.geopotential number by the normal gravity value computed on the
 QN0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0304.degrees latitude (g = 980.6199 gals.).
 QN0304
 QN0304.The modeled gravity was interpolated from observed gravity values.
 QN0304
 QN0304;                    North         East    Units  Estimated Accuracy
 QN0304;SPC WI C     -   187,810.      506,700.      MT  (+/- 180 meters Scaled)
 QN0304
 QN0304                          SUPERSEDED SURVEY CONTROL
 QN0304
 QN0304.No superseded survey control is available for this station.
 QN0304
 QN0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL410419(NAD 83)
 QN0304_MARKER: I = METAL ROD
 QN0304_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QN0304_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 QN0304_STAMPING: M 155 1979
 QN0304_PROJECTION: FLUSH
 QN0304_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QN0304+STABILITY: POSITION/ELEVATION WELL
 QN0304_ROD/PIPE-DEPTH: 8.53 meters
 QN0304_SLEEVE-DEPTH  : 6.71 meters
 QN0304
 QN0304  HISTORY     - Date     Condition        Report By
 QN0304  HISTORY     - 1979     MONUMENTED       NGS
 QN0304  HISTORY     - 20041129 MARK NOT FOUND   WIDT
 QN0304
 QN0304                          STATION DESCRIPTION
 QN0304
 QN0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 QN0304'3.95 MI SE FROM IMALONE.
 QN0304'3.95 MILES SOUTHEAST ALONG COUNTY ROAD A FROM THE JUNCTION OF STATE
 QN0304'HIGHWAY 40 IN IMALONE, AT THE NORTH END OF A BLACKTOP DRIVE LEADING TO
 QN0304'THE WAYNE A. JOHNSON RESIDENCE, 204 FT. EAST OF THE CENTERLINE OF THE
 QN0304'ROAD, 48.0 FT. NORTHEAST OF THE NORTHEAST CORNER OF THE RESIDENCE,
 QN0304'152 FT. SOUTHWEST OF THE NORTHWEST CORNER OF A LARGE BARN, 38.0 FT.
 QN0304'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF A CONCRETE BLOCK BUILDING,
 QN0304'5.0 FT. NORTH-NORTHWEST OF POWERLINE POLE NUMBER 13-30Y WITH METERS
 QN0304'AND LIGHT, 35.0 FT. NORTH OF THE NORTH END OF THE BLACKTOP DRIVE.
 QN0304'THE MARK IS 1 FT ABOVE THE ROAD.
 QN0304
 QN0304                          STATION RECOVERY (2004)
 QN0304
 QN0304'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 QN0304'NO LONGER WAYNE A JOHNSON RESIDENCE. NOW PRIVATE ENTRANCE N6354.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0221 ***********************************************************************
 RM0221  DESIGNATION -  M 16
 RM0221  PID         -  RM0221
 RM0221  STATE/COUNTY-  WI/BAYFIELD
 RM0221  USGS QUAD   -  ASHLAND WEST (1975)
 RM0221
 RM0221                         *CURRENT SURVEY CONTROL
 RM0221  ___________________________________________________________________
 RM0221* NAD 83(1986)-  46 34 38.     (N)    090 59 28.     (W)     SCALED    
 RM0221* NAVD 88     -       208.359  (meters)     683.59   (feet)  ADJUSTED  
 RM0221  ___________________________________________________________________
 RM0221  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 RM0221  DYNAMIC HT  -         208.364 (meters)     683.61  (feet)  COMP
 RM0221  MODELED GRAV-     980,632.5   (mgal)                       NAVD 88
 RM0221
 RM0221  VERT ORDER  -  FIRST     CLASS II
 RM0221
 RM0221.The horizontal coordinates were scaled from a topographic map and have
 RM0221.an estimated accuracy of +/- 6 seconds.
 RM0221
 RM0221.The orthometric height was determined by differential leveling
 RM0221.and adjusted by the National Geodetic Survey in June 1991..
 RM0221
 RM0221.The geoid height was determined by GEOID03.
 RM0221
 RM0221.The dynamic height is computed by dividing the NAVD 88
 RM0221.geopotential number by the normal gravity value computed on the
 RM0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0221.degrees latitude (g = 980.6199 gals.).
 RM0221
 RM0221.The modeled gravity was interpolated from observed gravity values.
 RM0221
 RM0221;                    North         East    Units  Estimated Accuracy
 RM0221;SPC WI N     -   157,250.      524,030.      MT  (+/- 180 meters Scaled)
 RM0221
 RM0221                          SUPERSEDED SURVEY CONTROL
 RM0221
 RM0221  NGVD 29 (??/??/92)  208.359  (m)          683.59   (f) ADJ UNCH    1 2
 RM0221
 RM0221.Superseded values are not recommended for survey control.
 RM0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0221.See file dsdata.txt to determine how the superseded data were derived.
 RM0221
 RM0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM539601(NAD 83)
 RM0221_MARKER: DB = BENCH MARK DISK
 RM0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0221_STAMPING: M 16 1934
 RM0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0221+STABILITY: SURFACE MOTION
 RM0221
 RM0221  HISTORY     - Date     Condition        Report By
 RM0221  HISTORY     - 1934     MONUMENTED       CGS
 RM0221  HISTORY     - 1982     MARK NOT FOUND   NGS
 RM0221  HISTORY     - 20041208 MARK NOT FOUND   WIDT
 RM0221
 RM0221                          STATION DESCRIPTION
 RM0221
 RM0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RM0221'1 MI W FROM ASHLAND JUNCTION.
 RM0221'ABOUT 1 MILE WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM
 RM0221'ASHLAND JUNCTION, BAYFIELD COUNTY, 15 RAILS WEST OF MILEPOST 6,
 RM0221'3-1/2 RAILS WEST OF A ROAD CROSSING, AND 40 FEET NORTH OF THE
 RM0221'TRACK.  A STANDARD DISK, STAMPED M 16 1934 AND SET IN THE TOP
 RM0221'OF A CONCRETE POST.
 RM0221
 RM0221                          STATION RECOVERY (1982)
 RM0221
 RM0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RM0221'NOT RECOVERED, PROBABLY GRADED OUT.
 RM0221
 RM0221                          STATION RECOVERY (2004)
 RM0221
 RM0221'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 RM0221'THE STATION WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0170 ***********************************************************************
 RM0170  DESIGNATION -  M 17
 RM0170  PID         -  RM0170
 RM0170  STATE/COUNTY-  WI/ASHLAND
 RM0170  USGS QUAD   -  MELLEN (1980)
 RM0170
 RM0170                         *CURRENT SURVEY CONTROL
 RM0170  ___________________________________________________________________
 RM0170* NAD 83(1986)-  46 21 45.     (N)    090 40 18.     (W)     SCALED    
 RM0170* NAVD 88     -       348.667  (meters)    1143.92   (feet)  ADJUSTED  
 RM0170  ___________________________________________________________________
 RM0170  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 RM0170  DYNAMIC HT  -         348.674 (meters)    1143.94  (feet)  COMP
 RM0170  MODELED GRAV-     980,627.0   (mgal)                       NAVD 88
 RM0170
 RM0170  VERT ORDER  -  SECOND    CLASS 0
 RM0170
 RM0170.The horizontal coordinates were scaled from a topographic map and have
 RM0170.an estimated accuracy of +/- 6 seconds.
 RM0170
 RM0170.The orthometric height was determined by differential leveling
 RM0170.and adjusted by the National Geodetic Survey in June 1991..
 RM0170
 RM0170.The geoid height was determined by GEOID03.
 RM0170
 RM0170.The dynamic height is computed by dividing the NAVD 88
 RM0170.geopotential number by the normal gravity value computed on the
 RM0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0170.degrees latitude (g = 980.6199 gals.).
 RM0170
 RM0170.The modeled gravity was interpolated from observed gravity values.
 RM0170
 RM0170;                    North         East    Units  Estimated Accuracy
 RM0170;SPC WI N     -   133,130.      548,310.      MT  (+/- 180 meters Scaled)
 RM0170
 RM0170                          SUPERSEDED SURVEY CONTROL
 RM0170
 RM0170  NGVD 29 (??/??/92)  348.677  (m)         1143.95   (f) ADJ UNCH    2 0
 RM0170
 RM0170.Superseded values are not recommended for survey control.
 RM0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0170.See file dsdata.txt to determine how the superseded data were derived.
 RM0170
 RM0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM791369(NAD 83)
 RM0170_MARKER: DB = BENCH MARK DISK
 RM0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0170_STAMPING: M 17 1934
 RM0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0170+STABILITY: SURFACE MOTION
 RM0170
 RM0170  HISTORY     - Date     Condition        Report By
 RM0170  HISTORY     - 1934     MONUMENTED       CGS
 RM0170  HISTORY     - 1956     MARK NOT FOUND   NGS
 RM0170
 RM0170                          STATION DESCRIPTION
 RM0170
 RM0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RM0170'3 MI N FROM MELLEN.
 RM0170'3 MILES NORTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 RM0170'MARIE RAILWAY FROM MELLEN, ASHLAND COUNTY, 2 RAILS NORTH OF
 RM0170'MILEPOST 413, 200 YARDS SOUTHEAST OF A ONE-STORY YELLOW FRAME
 RM0170'HOUSE AND A RED BARN, AT A PRIVATE ROAD CROSSING, AND 30 FEET
 RM0170'WEST OF THE TRACK.  A STANDARD DISK, STAMPED M 17 1934 AND
 RM0170'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0065 ***********************************************************************
 QM0065  DESIGNATION -  M 18
 QM0065  PID         -  QM0065
 QM0065  STATE/COUNTY-  WI/MARINETTE
 QM0065  USGS QUAD   -  CRIVITZ (1973)
 QM0065
 QM0065                         *CURRENT SURVEY CONTROL
 QM0065  ___________________________________________________________________
 QM0065* NAD 83(1986)-  45 08 13.     (N)    088 01 09.     (W)     SCALED    
 QM0065* NAVD 88     -       203.374  (meters)     667.24   (feet)  ADJUSTED  
 QM0065  ___________________________________________________________________
 QM0065  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 QM0065  DYNAMIC HT  -         203.359 (meters)     667.19  (feet)  COMP
 QM0065  MODELED GRAV-     980,538.6   (mgal)                       NAVD 88
 QM0065
 QM0065  VERT ORDER  -  SECOND    CLASS 0
 QM0065
 QM0065.The horizontal coordinates were scaled from a topographic map and have
 QM0065.an estimated accuracy of +/- 6 seconds.
 QM0065
 QM0065.The orthometric height was determined by differential leveling
 QM0065.and adjusted by the National Geodetic Survey in June 1991..
 QM0065
 QM0065.The geoid height was determined by GEOID03.
 QM0065
 QM0065.The dynamic height is computed by dividing the NAVD 88
 QM0065.geopotential number by the normal gravity value computed on the
 QM0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0065.degrees latitude (g = 980.6199 gals.).
 QM0065
 QM0065.The modeled gravity was interpolated from observed gravity values.
 QM0065
 QM0065;                    North         East    Units  Estimated Accuracy
 QM0065;SPC WI C     -   146,760.      755,790.      MT  (+/- 180 meters Scaled)
 QM0065
 QM0065                          SUPERSEDED SURVEY CONTROL
 QM0065
 QM0065  NGVD 29 (??/??/92)  203.407  (m)          667.34   (f) ADJ UNCH    2 0
 QM0065
 QM0065.Superseded values are not recommended for survey control.
 QM0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0065.See file dsdata.txt to determine how the superseded data were derived.
 QM0065
 QM0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ198986(NAD 83)
 QM0065_MARKER: DB = BENCH MARK DISK
 QM0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0065+STABILITY: SURFACE MOTION
 QM0065
 QM0065  HISTORY     - Date     Condition        Report By
 QM0065  HISTORY     - UNK      MONUMENTED       CGS
 QM0065  HISTORY     - 1934     GOOD             NGS
 QM0065  HISTORY     - 1942     GOOD             NGS
 QM0065  HISTORY     - 19901022 GOOD             USPSQD
 QM0065  HISTORY     - 20011006 GOOD             USPSQD
 QM0065  HISTORY     - 20051128 POOR             WIDT
 QM0065
 QM0065                          STATION DESCRIPTION
 QM0065
 QM0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QM0065'AT BEAVER.
 QM0065'AT BEAVER.  ALONG C.M.ST.P. AND P. R.R. 63 YDS. S. OF BEAVER
 QM0065'STATION.  MARK IS 6 YDS. W. OF CENTERLINE OF MAIN TRACK, 40
 QM0065'YDS. S. OF CENTERLINE OF CROSSING AND 1 YD. E. OF TELEGRAPH
 QM0065'POLE.
 QM0065
 QM0065                          STATION RECOVERY (1942)
 QM0065
 QM0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 QM0065'RECOVERED IN GOOD CONDITION.
 QM0065
 QM0065                          STATION RECOVERY (1990)
 QM0065
 QM0065'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEA)
 QM0065'RECOVERED IN GOOD CONDITION.
 QM0065
 QM0065                          STATION RECOVERY (2001)
 QM0065
 QM0065'RECOVERY NOTE BY US POWER SQUADRON 2001 (KS)
 QM0065'RECOVERED IN GOOD CONDITION.
 QM0065
 QM0065                          STATION RECOVERY (2005)
 QM0065
 QM0065'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0065'RECOVERED IN POOR CONDITION.   ADD THE STATION IS 24 CM EAST OF A
 QM0065'STEEL WITNESS POST AND PROTRUDES 6 CM ABOVE THE GROUND.   NOTE THE
 QM0065'SOUTHEAST CORNER OF THE MONUMENT HAS BROKEN AWAY EXPOSING THE BRASS
 QM0065'CAP TO FROST. THE BRASS CAP ALSO HAS SOME CHIPS IN THE SOUTHEAST SIDE
 QM0065'OF IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0139 ***********************************************************************
 PN0139  DESIGNATION -  M 19
 PN0139  PID         -  PN0139
 PN0139  STATE/COUNTY-  WI/BROWN
 PN0139  USGS QUAD   -  GREEN BAY WEST (1992)
 PN0139
 PN0139                         *CURRENT SURVEY CONTROL
 PN0139  ___________________________________________________________________
 PN0139* NAD 83(1986)-  44 30 48.     (N)    088 00 54.     (W)     SCALED    
 PN0139* NAVD 88     -       179.415  (meters)     588.63   (feet)  ADJUSTED  
 PN0139  ___________________________________________________________________
 PN0139  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 PN0139  DYNAMIC HT  -         179.392 (meters)     588.56  (feet)  COMP
 PN0139  MODELED GRAV-     980,488.6   (mgal)                       NAVD 88
 PN0139
 PN0139  VERT ORDER  -  FIRST     CLASS 0
 PN0139
 PN0139.The horizontal coordinates were scaled from a topographic map and have
 PN0139.an estimated accuracy of +/- 6 seconds.
 PN0139
 PN0139.The orthometric height was determined by differential leveling
 PN0139.and adjusted by the National Geodetic Survey in June 1991..
 PN0139.WARNING-Repeat measurements at this control monument indicate possible
 PN0139.vertical movement.
 PN0139
 PN0139.The geoid height was determined by GEOID03.
 PN0139
 PN0139.The dynamic height is computed by dividing the NAVD 88
 PN0139.geopotential number by the normal gravity value computed on the
 PN0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0139.degrees latitude (g = 980.6199 gals.).
 PN0139
 PN0139.The modeled gravity was interpolated from observed gravity values.
 PN0139
 PN0139;                    North         East    Units  Estimated Accuracy
 PN0139;SPC WI C     -    77,490.      757,810.      MT  (+/- 180 meters Scaled)
 PN0139
 PN0139                          SUPERSEDED SURVEY CONTROL
 PN0139
 PN0139.No superseded survey control is available for this station.
 PN0139
 PN0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ193293(NAD 83)
 PN0139_MARKER: DB = BENCH MARK DISK
 PN0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0139_STAMPING: M 19 1934
 PN0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0139+STABILITY: SURFACE MOTION
 PN0139
 PN0139  HISTORY     - Date     Condition        Report By
 PN0139  HISTORY     - 1934     MONUMENTED       CGS
 PN0139  HISTORY     - 1972     GOOD             NGS
 PN0139  HISTORY     - 1974     GOOD             NOS
 PN0139  HISTORY     - 1985     MARK NOT FOUND   NGS
 PN0139  HISTORY     - 20021031 MARK NOT FOUND   USPSQD
 PN0139  HISTORY     - 20050803 MARK NOT FOUND   WIDT
 PN0139
 PN0139                          STATION DESCRIPTION
 PN0139
 PN0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PN0139'AT GREEN BAY.
 PN0139'AT GREEN BAY, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF
 PN0139'WALNUT AND ADAMS STREET, ON THE LAWN OF THE OLD POST OFFICE
 PN0139'BUILDING, (NOW OCCUPIED AS THE COURTHOUSE ANNEX BUILDING), 54.5
 PN0139'FEET NORTHWEST OF BENCH MARK P 2 DESCRIBED, 19 FEET SOUTH OF THE
 PN0139'SOUTH CURB OF WALNUT STREET, 15.2 FEET EAST OF THE EAST CURB OF
 PN0139'ADAMS STREET, 7.2 FEET SOUTHWEST OF A METAL POST THAT IS ABOUT
 PN0139'30 FEET HIGH, 0.4 FOOT EAST OF THE ADAMS STREET SIDEWALK, 4 INCHES
 PN0139'ABOVE THE LEVEL OF THE SIDEWALK AND SET IN THE TOP OF A CONCRETE
 PN0139'POST FLUSH WITH THE LEVEL OF THE GROUND.
 PN0139
 PN0139                          STATION RECOVERY (1974)
 PN0139
 PN0139'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1974
 PN0139'IN GREEN BAY, ON SOUTHEAST CORNER OF SOUTH ADAMS AND EAST WALNUT STS.,
 PN0139'69.3 FT. NORTHWESTERLY OF COURTHOUSE ANNEX FLAGPOLE, 53.7 FT.
 PN0139'NORTHWEST CORNER OF THE COURTHOUSE ANNEX BUILDING, 19.1 FT. SOUTH OF
 PN0139'EAST WALNUT ST. CURB AND 15.2 FT. EAST OF SOUTH ADAMS ST. CURB, 0.3
 PN0139'FT. ABOVE THE SIDEWALK, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 PN0139'WITH THE GROUND.
 PN0139
 PN0139                          STATION RECOVERY (1985)
 PN0139
 PN0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0139'THE STREET HAS BEEN WIDENED AT THIS LOCATION.
 PN0139
 PN0139                          STATION RECOVERY (2002)
 PN0139
 PN0139'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0139'THE DESCRIPTION PROVIDED PLACES THE STATION IN THE STREET.
 PN0139
 PN0139                          STATION RECOVERY (2005)
 PN0139
 PN0139'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0139'NOT FOUND. --NOTE-- IT APPEARS THAT BOTH SOUTH ADAMS STEET AND EAST
 PN0139'WALNUT STREET HAVE BEEN WIDENED SINCE THE MONUMENT WAS ORIGINALLY SET.
 PN0139' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0007 ***********************************************************************
 PN0007  DESIGNATION -  M 2
 PN0007  PID         -  PN0007
 PN0007  STATE/COUNTY-  WI/OCONTO
 PN0007  USGS QUAD   -  GILLETT (1974)
 PN0007
 PN0007                         *CURRENT SURVEY CONTROL
 PN0007  ___________________________________________________________________
 PN0007* NAD 83(1986)-  44 53 20.     (N)    088 18 24.     (W)     SCALED    
 PN0007* NAVD 88     -       250.590  (meters)     822.14   (feet)  ADJUSTED  
 PN0007  ___________________________________________________________________
 PN0007  GEOID HEIGHT-         -36.12  (meters)                     GEOID03
 PN0007  DYNAMIC HT  -         250.563 (meters)     822.06  (feet)  COMP
 PN0007  MODELED GRAV-     980,500.2   (mgal)                       NAVD 88
 PN0007
 PN0007  VERT ORDER  -  FIRST     CLASS II
 PN0007
 PN0007.The horizontal coordinates were scaled from a topographic map and have
 PN0007.an estimated accuracy of +/- 6 seconds.
 PN0007
 PN0007.The orthometric height was determined by differential leveling
 PN0007.and adjusted by the National Geodetic Survey in June 1991..
 PN0007
 PN0007.The geoid height was determined by GEOID03.
 PN0007
 PN0007.The dynamic height is computed by dividing the NAVD 88
 PN0007.geopotential number by the normal gravity value computed on the
 PN0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0007.degrees latitude (g = 980.6199 gals.).
 PN0007
 PN0007.The modeled gravity was interpolated from observed gravity values.
 PN0007
 PN0007;                    North         East    Units  Estimated Accuracy
 PN0007;SPC WI C     -   118,690.      733,750.      MT  (+/- 180 meters Scaled)
 PN0007
 PN0007                          SUPERSEDED SURVEY CONTROL
 PN0007
 PN0007  NGVD 29 (??/??/92)  250.596  (m)          822.16   (f) ADJ UNCH    1 2
 PN0007
 PN0007.Superseded values are not recommended for survey control.
 PN0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0007.See file dsdata.txt to determine how the superseded data were derived.
 PN0007
 PN0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ968714(NAD 83)
 PN0007_MARKER: DB = BENCH MARK DISK
 PN0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0007_STAMPING: ELEV 822.164 FT M 2 1922
 PN0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0007+STABILITY: SURFACE MOTION
 PN0007
 PN0007  HISTORY     - Date     Condition        Report By
 PN0007  HISTORY     - 1922     MONUMENTED       CGS
 PN0007  HISTORY     - 1934     GOOD             NGS
 PN0007  HISTORY     - 1985     MARK NOT FOUND   NGS
 PN0007  HISTORY     - 20051129 MARK NOT FOUND   WIDT
 PN0007
 PN0007                          STATION DESCRIPTION
 PN0007
 PN0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 PN0007'AT GILLETT.
 PN0007'AT GILLETT, OCONTO COUNTY, 192 YARDS SOUTHWEST OF THE CHICAGO
 PN0007'AND NORTH WESTERN RAILWAY STATION, ON SCHOOL STREET, JUST EAST
 PN0007'OF MC KENZIE STREET, AT THE PUBLIC SCHOOL, AT THE NORTH SIDE
 PN0007'OF THE NORTHEAST CORNER OF THE EAST WING, AND IN THE CONCRETE
 PN0007'FOUNDATION.  A STANDARD DISK, STAMPED ELEV. 822.164 FT. M 2 1922.
 PN0007
 PN0007                          STATION RECOVERY (1934)
 PN0007
 PN0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PN0007'RECOVERED IN GOOD CONDITION.
 PN0007
 PN0007                          STATION RECOVERY (1985)
 PN0007
 PN0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0007'THE OLD SCHOOL BUILDING HAS BEEN TORN DOWN.
 PN0007
 PN0007                          STATION RECOVERY (2005)
 PN0007
 PN0007'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0007'MARK NOT FOUND. --ADD--THE OLD SCHOOL BUILDING HAS BEEN TORN DOWN AND
 PN0007'REPLACED BY A WELLS FARGO BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0047 ***********************************************************************
 PM0047  DESIGNATION -  M 20
 PM0047  PID         -  PM0047
 PM0047  STATE/COUNTY-  WI/KEWAUNEE
 PM0047  USGS QUAD   -  ALGOMA (1982)
 PM0047
 PM0047                         *CURRENT SURVEY CONTROL
 PM0047  ___________________________________________________________________
 PM0047* NAD 83(1986)-  44 36 40.     (N)    087 26 19.     (W)     SCALED    
 PM0047* NAVD 88     -       177.399  (meters)     582.02   (feet)  ADJUSTED  
 PM0047  ___________________________________________________________________
 PM0047  GEOID HEIGHT-         -36.41  (meters)                     GEOID03
 PM0047  DYNAMIC HT  -         177.379 (meters)     581.95  (feet)  COMP
 PM0047  MODELED GRAV-     980,499.1   (mgal)                       NAVD 88
 PM0047
 PM0047  VERT ORDER  -  FIRST     CLASS II
 PM0047
 PM0047.The horizontal coordinates were scaled from a topographic map and have
 PM0047.an estimated accuracy of +/- 6 seconds.
 PM0047
 PM0047.The orthometric height was determined by differential leveling
 PM0047.and adjusted by the National Geodetic Survey in June 1991..
 PM0047
 PM0047.The geoid height was determined by GEOID03.
 PM0047
 PM0047.The dynamic height is computed by dividing the NAVD 88
 PM0047.geopotential number by the normal gravity value computed on the
 PM0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0047.degrees latitude (g = 980.6199 gals.).
 PM0047
 PM0047.The modeled gravity was interpolated from observed gravity values.
 PM0047
 PM0047;                    North         East    Units  Estimated Accuracy
 PM0047;SPC WI C     -    89,630.      803,280.      MT  (+/- 180 meters Scaled)
 PM0047
 PM0047                          SUPERSEDED SURVEY CONTROL
 PM0047
 PM0047  NGVD 29 (??/??/92)  177.440  (m)          582.15   (f) ADJ UNCH    1 2
 PM0047
 PM0047.Superseded values are not recommended for survey control.
 PM0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0047.See file dsdata.txt to determine how the superseded data were derived.
 PM0047
 PM0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ651398(NAD 83)
 PM0047_MARKER: DB = BENCH MARK DISK
 PM0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PM0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0047+STABILITY: SURFACE MOTION
 PM0047
 PM0047  HISTORY     - Date     Condition        Report By
 PM0047  HISTORY     - UNK      MONUMENTED       CGS
 PM0047  HISTORY     - 1934     GOOD             NGS
 PM0047  HISTORY     - 1951     MARK NOT FOUND   USGS
 PM0047  HISTORY     - 20031211 MARK NOT FOUND   USPSQD
 PM0047  HISTORY     - 20050720 MARK NOT FOUND   WIDT
 PM0047
 PM0047                          STATION DESCRIPTION
 PM0047
 PM0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PM0047'IN ALGOMA.
 PM0047'200 FT. EAST OF ALGOMA STATION, 35 FT. NORTH OF MAIN TRACK.  100
 PM0047'FT. WEST OF FOURTH ST. AND WIS. HIGHWAY 42.  80 FT. SOUTHWEST OF
 PM0047'CONCRETE BRIDGE.  3 FT. WEST OF LIGHT POLE.
 PM0047
 PM0047                          STATION RECOVERY (1951)
 PM0047
 PM0047'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 PM0047'MARK NOT FOUND.
 PM0047
 PM0047                          STATION RECOVERY (2003)
 PM0047
 PM0047'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0047'STATION NOT FOUND.  THE RAILROAD HAS BEEN REMOVED AND THERE IS NO
 PM0047'CONCRETE BRIDGE PRESENT.
 PM0047
 PM0047                          STATION RECOVERY (2005)
 PM0047
 PM0047'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0047'NOT FOUND.  ADD--THE CONCRETE BRIDGE OVER STATE HIGHWAY 42 HAS BEEN
 PM0047'REPLACED, THE DIMENSIONS FROM THE ORIGINAL DESCRIPTION LEAD TO THE
 PM0047'CENTER OF A GRAVEL DRIVEWAY, AND THE REFERENCE LIGHT POLE NO LONGER
 PM0047'EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0594 ***********************************************************************
 RM0594  DESIGNATION -  M 208
 RM0594  PID         -  RM0594
 RM0594  STATE/COUNTY-  WI/IRON
 RM0594  USGS QUAD   -  ORONTO BAY (1980)
 RM0594
 RM0594                         *CURRENT SURVEY CONTROL
 RM0594  ___________________________________________________________________
 RM0594* NAD 83(1986)-  46 30 04.     (N)    090 28 02.     (W)     SCALED    
 RM0594* NAVD 88     -       335.485  (meters)    1100.67   (feet)  ADJUSTED  
 RM0594  ___________________________________________________________________
 RM0594  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 RM0594  DYNAMIC HT  -         335.505 (meters)    1100.74  (feet)  COMP
 RM0594  MODELED GRAV-     980,664.6   (mgal)                       NAVD 88
 RM0594
 RM0594  VERT ORDER  -  FIRST     CLASS II
 RM0594
 RM0594.The horizontal coordinates were scaled from a topographic map and have
 RM0594.an estimated accuracy of +/- 6 seconds.
 RM0594
 RM0594.The orthometric height was determined by differential leveling
 RM0594.and adjusted by the National Geodetic Survey in June 1991..
 RM0594
 RM0594.The geoid height was determined by GEOID03.
 RM0594
 RM0594.The dynamic height is computed by dividing the NAVD 88
 RM0594.geopotential number by the normal gravity value computed on the
 RM0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0594.degrees latitude (g = 980.6199 gals.).
 RM0594
 RM0594.The modeled gravity was interpolated from observed gravity values.
 RM0594
 RM0594;                    North         East    Units  Estimated Accuracy
 RM0594;SPC WI N     -   148,420.      564,140.      MT  (+/- 180 meters Scaled)
 RM0594
 RM0594                          SUPERSEDED SURVEY CONTROL
 RM0594
 RM0594.No superseded survey control is available for this station.
 RM0594
 RM0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM943528(NAD 83)
 RM0594_MARKER: I = METAL ROD
 RM0594_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0594_SP_SET: STAINLESS STEEL ROD
 RM0594_STAMPING: M 208 1982
 RM0594_MARK LOGO: NGS   
 RM0594_PROJECTION: RECESSED 3 CENTIMETERS
 RM0594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0594_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0594+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2005
 RM0594_ROD/PIPE-DEPTH: 12.1 meters
 RM0594
 RM0594  HISTORY     - Date     Condition        Report By
 RM0594  HISTORY     - 1982     MONUMENTED       NGS
 RM0594  HISTORY     - 20030711 GOOD             USPSQD
 RM0594  HISTORY     - 20041126 GOOD             USPSQD
 RM0594  HISTORY     - 20050830 GOOD             WIDT
 RM0594
 RM0594                          STATION DESCRIPTION
 RM0594
 RM0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0594'4.0 KM (2.5 MI) WEST FROM SAXON.
 RM0594'4.0 KM (2.5 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF STATE
 RM0594'HIGHWAY 122 WHICH IS JUST NORTH OF SAXON, AT THE CROSSING OF SEARS
 RM0594'ROAD NORTH AND CURRY ROAD SOUTH, AT A POWERLINE POLE WITH 3 ANCHOR
 RM0594'CABLES, 26.8 METERS (88.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 RM0594'9.4 METERS (31.0 FT) WEST OF THE CENTER OF SEARS ROAD (GRAVEL) LEADING
 RM0594'NORTH, 21.7 METERS (71.5 FT) EAST-SOUTHEAST OF A HIGHWAY RIGHT OF WAY
 RM0594'MARKER, 7.0 METERS (23.0 FT) SOUTH OF AN EAST-WEST TRACK ROAD, AND
 RM0594'1.6 METERS (5.5 FT) WEST OF THE POWERLINE POLE WITH A TELEPHONE
 RM0594'JUNCTION BOX ON THE NORTH SIDE.
 RM0594'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 RM0594'THE MARK IS 0.3 M BELOW HIGHWAY.
 RM0594
 RM0594                          STATION RECOVERY (2003)
 RM0594
 RM0594'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0594'RECOVERED IN GOOD CONDITION.  NOTE-- THE POWER POLE IS NUMBERED
 RM0594'33-99/05 RICOO3-12T AND THE TELEPHONE JUNCTION BOX IS NUMBERED 304-18.
 RM0594' 
 RM0594
 RM0594                          STATION RECOVERY (2004)
 RM0594
 RM0594'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0594'RECOVERED IN GOOD CONDITION.
 RM0594
 RM0594                          STATION RECOVERY (2005)
 RM0594
 RM0594'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RM0594'RECOVERED IN GOOD CONDITION.  NOTE  FOR LOCATING STATION USE HAND HELD
 RM0594'AQUIRED LONGITUDE OF W90 27 59 .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0510 ***********************************************************************
 RM0510  DESIGNATION -  M 209
 RM0510  PID         -  RM0510
 RM0510  STATE/COUNTY-  WI/DOUGLAS
 RM0510  USGS QUAD   -  LAKE NEBAGAMON (1975)
 RM0510
 RM0510                         *CURRENT SURVEY CONTROL
 RM0510  ___________________________________________________________________
 RM0510* NAD 83(1986)-  46 34 39.     (N)    091 39 32.     (W)     SCALED    
 RM0510* NAVD 88     -       344.055  (meters)    1128.79   (feet)  ADJUSTED  
 RM0510  ___________________________________________________________________
 RM0510  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 RM0510  DYNAMIC HT  -         344.088 (meters)    1128.90  (feet)  COMP
 RM0510  MODELED GRAV-     980,701.7   (mgal)                       NAVD 88
 RM0510
 RM0510  VERT ORDER  -  FIRST     CLASS II
 RM0510
 RM0510.The horizontal coordinates were scaled from a topographic map and have
 RM0510.an estimated accuracy of +/- 6 seconds.
 RM0510
 RM0510.The orthometric height was determined by differential leveling
 RM0510.and adjusted by the National Geodetic Survey in June 1991..
 RM0510
 RM0510.The geoid height was determined by GEOID03.
 RM0510
 RM0510.The dynamic height is computed by dividing the NAVD 88
 RM0510.geopotential number by the normal gravity value computed on the
 RM0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0510.degrees latitude (g = 980.6199 gals.).
 RM0510
 RM0510.The modeled gravity was interpolated from observed gravity values.
 RM0510
 RM0510;                    North         East    Units  Estimated Accuracy
 RM0510;SPC WI N     -   158,140.      472,850.      MT  (+/- 180 meters Scaled)
 RM0510
 RM0510                          SUPERSEDED SURVEY CONTROL
 RM0510
 RM0510.No superseded survey control is available for this station.
 RM0510
 RM0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM027590(NAD 83)
 RM0510_MARKER: I = METAL ROD
 RM0510_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0510_SP_SET: STAINLESS STEEL ROD
 RM0510_STAMPING: M 209 1982
 RM0510_MARK LOGO: NGS   
 RM0510_PROJECTION: FLUSH
 RM0510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0510_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0510+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2004
 RM0510_ROD/PIPE-DEPTH: 11.8 meters
 RM0510
 RM0510  HISTORY     - Date     Condition        Report By
 RM0510  HISTORY     - 1982     MONUMENTED       NGS
 RM0510  HISTORY     - 19910622 GOOD             USPSQD
 RM0510  HISTORY     - 20031030 GOOD             USPSQD
 RM0510  HISTORY     - 20041127 GOOD             USPSQD
 RM0510
 RM0510                          STATION DESCRIPTION
 RM0510
 RM0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0510'5.1 KM (3.2 MI) EAST FROM MAPLE.
 RM0510'5.1 KM (3.2 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF COUNTY
 RM0510'ROAD F IN MAPLE, SET AT A ROAD JUNCTION (OLSON ROAD), 14.9 METERS
 RM0510'(49.0 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 3.6 METERS
 RM0510'(12.0 FT) WEST-NORTHWEST OF THE EXTENDED CENTER OF A GRAVEL ROAD
 RM0510'LEADING SOUTH (OLSON ROAD), 1.2 METERS (4.0 FT) NORTHWEST OF A METAL
 RM0510'RIGHT OF WAY MARKER.
 RM0510'THE MARK IS 0.3 METERS  SSW FROM A WITNESS POST.
 RM0510'THE MARK IS 0.6 M BELOW HIGHWAY.
 RM0510
 RM0510                          STATION RECOVERY (1991)
 RM0510
 RM0510'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJK)
 RM0510'RECOVERED IN GOOD CONDITION.
 RM0510
 RM0510                          STATION RECOVERY (2003)
 RM0510
 RM0510'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0510'RECOVERED IN GOOD CONDITION.
 RM0510
 RM0510                          STATION RECOVERY (2004)
 RM0510
 RM0510'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0534 ***********************************************************************
 RM0534  DESIGNATION -  M 210
 RM0534  PID         -  RM0534
 RM0534  STATE/COUNTY-  WI/BAYFIELD
 RM0534  USGS QUAD   -  HART LAKE (1984)
 RM0534
 RM0534                         *CURRENT SURVEY CONTROL
 RM0534  ___________________________________________________________________
 RM0534* NAD 83(1986)-  46 32 56.     (N)    091 18 15.     (W)     SCALED    
 RM0534* NAVD 88     -       361.005  (meters)    1184.40   (feet)  ADJUSTED  
 RM0534  ___________________________________________________________________
 RM0534  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 RM0534  DYNAMIC HT  -         361.016 (meters)    1184.43  (feet)  COMP
 RM0534  MODELED GRAV-     980,635.8   (mgal)                       NAVD 88
 RM0534
 RM0534  VERT ORDER  -  FIRST     CLASS II
 RM0534
 RM0534.The horizontal coordinates were scaled from a topographic map and have
 RM0534.an estimated accuracy of +/- 6 seconds.
 RM0534
 RM0534.The orthometric height was determined by differential leveling
 RM0534.and adjusted by the National Geodetic Survey in June 1991..
 RM0534
 RM0534.The geoid height was determined by GEOID03.
 RM0534
 RM0534.The dynamic height is computed by dividing the NAVD 88
 RM0534.geopotential number by the normal gravity value computed on the
 RM0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0534.degrees latitude (g = 980.6199 gals.).
 RM0534
 RM0534.The modeled gravity was interpolated from observed gravity values.
 RM0534
 RM0534;                    North         East    Units  Estimated Accuracy
 RM0534;SPC WI N     -   154,450.      499,990.      MT  (+/- 180 meters Scaled)
 RM0534
 RM0534                          SUPERSEDED SURVEY CONTROL
 RM0534
 RM0534.No superseded survey control is available for this station.
 RM0534
 RM0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM300564(NAD 83)
 RM0534_MARKER: I = METAL ROD
 RM0534_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0534_SP_SET: STAINLESS STEEL ROD
 RM0534_STAMPING: M 210 1982
 RM0534_MARK LOGO: NGS   
 RM0534_PROJECTION: FLUSH
 RM0534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0534_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0534+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2004
 RM0534_ROD/PIPE-DEPTH: 14.6 meters
 RM0534
 RM0534  HISTORY     - Date     Condition        Report By
 RM0534  HISTORY     - 1982     MONUMENTED       NGS
 RM0534  HISTORY     - 20041128 GOOD             USPSQD
 RM0534
 RM0534                          STATION DESCRIPTION
 RM0534
 RM0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0534'9.4 KM (5.85 MI) EAST FROM IRON RIVER.
 RM0534'9.4 KM (5.85 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF MAIN
 RM0534'STREET IN IRON RIVER, SET BETWEEN TWO ROADS SOUTH OF THE HIGHWAY,
 RM0534'18.8 METERS (62.0 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE
 RM0534'HIGHWAY, 45.4 METERS (149.0 FT) WEST-SOUTHWEST OF THE CENTER OF A ROAD
 RM0534'LEADING SOUTH, 11.8 METERS (39.0 FT) SOUTH-SOUTHEAST OF THE CENTER OF
 RM0534'A SAND ROAD LEADING WEST.
 RM0534'THE MARK IS 0.3 METERS  NNW FROM A WITNESS POST.
 RM0534'THE MARK IS 1.2 M BELOW HIGHWAY.
 RM0534
 RM0534                          STATION RECOVERY (2004)
 RM0534
 RM0534'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0534'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 24 FEET SOUTH
 RM0534'OF THE EAST END OF THE SOUTHERN METAL GUARD RAIL.  NOTE-- THE ROAD
 RM0534'LEADING SOUTH IS CROOKED LAKE ROAD AND THE SAND ROAD LEADING WEST IS
 RM0534'OLD HIGHWAY 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0466 ***********************************************************************
 RM0466  DESIGNATION -  M 211
 RM0466  PID         -  RM0466
 RM0466  STATE/COUNTY-  WI/IRON
 RM0466  USGS QUAD   -  PINE LAKE (1973)
 RM0466
 RM0466                         *CURRENT SURVEY CONTROL
 RM0466  ___________________________________________________________________
 RM0466* NAD 83(1986)-  46 19 35.     (N)    090 09 19.     (W)     SCALED    
 RM0466* NAVD 88     -       484.438  (meters)    1589.36   (feet)  ADJUSTED  
 RM0466  ___________________________________________________________________
 RM0466  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 RM0466  DYNAMIC HT  -         484.436 (meters)    1589.35  (feet)  COMP
 RM0466  MODELED GRAV-     980,595.7   (mgal)                       NAVD 88
 RM0466
 RM0466  VERT ORDER  -  FIRST     CLASS II
 RM0466
 RM0466.The horizontal coordinates were scaled from a topographic map and have
 RM0466.an estimated accuracy of +/- 6 seconds.
 RM0466
 RM0466.The orthometric height was determined by differential leveling
 RM0466.and adjusted by the National Geodetic Survey in June 1991..
 RM0466
 RM0466.The geoid height was determined by GEOID03.
 RM0466
 RM0466.The dynamic height is computed by dividing the NAVD 88
 RM0466.geopotential number by the normal gravity value computed on the
 RM0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0466.degrees latitude (g = 980.6199 gals.).
 RM0466
 RM0466.The modeled gravity was interpolated from observed gravity values.
 RM0466
 RM0466;                    North         East    Units  Estimated Accuracy
 RM0466;SPC WI N     -   128,910.      588,040.      MT  (+/- 180 meters Scaled)
 RM0466
 RM0466                          SUPERSEDED SURVEY CONTROL
 RM0466
 RM0466.No superseded survey control is available for this station.
 RM0466
 RM0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM189342(NAD 83)
 RM0466_MARKER: I = METAL ROD
 RM0466_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0466_SP_SET: STAINLESS STEEL ROD
 RM0466_STAMPING: M 211 1982
 RM0466_MARK LOGO: NGS   
 RM0466_PROJECTION: FLUSH
 RM0466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0466_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0466+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2005
 RM0466_ROD/PIPE-DEPTH: 8.83 meters
 RM0466
 RM0466  HISTORY     - Date     Condition        Report By
 RM0466  HISTORY     - 1982     MONUMENTED       NGS
 RM0466  HISTORY     - 1990     GOOD             USPSQD
 RM0466  HISTORY     - 20021128 GOOD             USPSQD
 RM0466  HISTORY     - 20040312 GOOD             USPSQD
 RM0466  HISTORY     - 20050912 GOOD             WIDT
 RM0466
 RM0466                          STATION DESCRIPTION
 RM0466
 RM0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0466'14.8 KM (9.25 MI) SOUTH FROM HURLEY.
 RM0466'14.8 KM (9.25 MI) SOUTH ALONG U.S. HIGHWAY 51 FROM THE JUNCTION OF
 RM0466'STATE HIGHWAY 77 IN HURLEY, TO A PAVED SIDE ROAD RIGHT (WEST) LEADING
 RM0466'TO THE SCHOMBERG PARK AND THE MARK AT THE GATE, 30.5 METERS (100.5 FT)
 RM0466'WEST OF THE CENTERLINE OF THE HIGHWAY, 4.6 METERS (14.5 FT) SOUTH OF A
 RM0466'PAVED ROAD LEADING TO THE PARK, 0.6 METER (2.5 FT) EAST OF A WOOD
 RM0466'FENCELINE, 21.9 METERS (72.9 FT) SOUTHWEST OF SCHOMBERG PARK SIGN
 RM0466'WEST, AND 21.6 METERS (71.4 FT) NORTHWEST OF THE NORTHWEST LEG OF A
 RM0466'POWERLINE TOWER.
 RM0466'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 RM0466'THE MARK IS 1.5 M ABOVE HIGHWAY.
 RM0466
 RM0466                          STATION RECOVERY (1990)
 RM0466
 RM0466'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 RM0466'RECOVERED IN GOOD CONDITION.
 RM0466
 RM0466                          STATION RECOVERY (2002)
 RM0466
 RM0466'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 RM0466'RECOVERED IN GOOD CONDITION. STATION IS 5 FEET SOUTHEAST OF THE SOUTH
 RM0466'END OF THE GATE TO THE PARK.  TREES LIMIT ACCESS TO THE HORIZON.
 RM0466'NOTE--ACCESS TO POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 RM0466
 RM0466                          STATION RECOVERY (2004)
 RM0466
 RM0466'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0466'RECOVERED IN GOOD CONDITION.
 RM0466
 RM0466                          STATION RECOVERY (2005)
 RM0466
 RM0466'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RM0466'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL1425 ***********************************************************************
 RL1425  DESIGNATION -  M 212
 RL1425  PID         -  RL1425
 RL1425  STATE/COUNTY-  WI/VILAS
 RL1425  USGS QUAD   -  WINCHESTER (1981)
 RL1425
 RL1425                         *CURRENT SURVEY CONTROL
 RL1425  ___________________________________________________________________
 RL1425* NAD 83(1986)-  46 08 10.     (N)    089 54 36.     (W)     SCALED    
 RL1425* NAVD 88     -       490.302  (meters)    1608.60   (feet)  ADJUSTED  
 RL1425  ___________________________________________________________________
 RL1425  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 RL1425  DYNAMIC HT  -         490.298 (meters)    1608.59  (feet)  COMP
 RL1425  MODELED GRAV-     980,590.8   (mgal)                       NAVD 88
 RL1425
 RL1425  VERT ORDER  -  FIRST     CLASS II
 RL1425
 RL1425.The horizontal coordinates were scaled from a topographic map and have
 RL1425.an estimated accuracy of +/- 6 seconds.
 RL1425
 RL1425.The orthometric height was determined by differential leveling
 RL1425.and adjusted by the National Geodetic Survey in June 1991..
 RL1425
 RL1425.The geoid height was determined by GEOID03.
 RL1425
 RL1425.The dynamic height is computed by dividing the NAVD 88
 RL1425.geopotential number by the normal gravity value computed on the
 RL1425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1425.degrees latitude (g = 980.6199 gals.).
 RL1425
 RL1425.The modeled gravity was interpolated from observed gravity values.
 RL1425
 RL1425;                    North         East    Units  Estimated Accuracy
 RL1425;SPC WI N     -   107,750.      606,950.      MT  (+/- 180 meters Scaled)
 RL1425
 RL1425                          SUPERSEDED SURVEY CONTROL
 RL1425
 RL1425.No superseded survey control is available for this station.
 RL1425
 RL1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS752132(NAD 83)
 RL1425_MARKER: I = METAL ROD
 RL1425_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RL1425_SP_SET: STAINLESS STEEL ROD
 RL1425_STAMPING: M 212 1982
 RL1425_MARK LOGO: NGS   
 RL1425_PROJECTION: FLUSH
 RL1425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1425_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1425+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2005
 RL1425_ROD/PIPE-DEPTH: 14.6 meters
 RL1425
 RL1425  HISTORY     - Date     Condition        Report By
 RL1425  HISTORY     - 1982     MONUMENTED       NGS
 RL1425  HISTORY     - 20021128 GOOD             USPSQD
 RL1425  HISTORY     - 20040311 GOOD             USPSQD
 RL1425  HISTORY     - 20050919 GOOD             WIDT
 RL1425
 RL1425                          STATION DESCRIPTION
 RL1425
 RL1425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RL1425'14.2 KM (8.85 MI) SOUTH FROM MERCER.
 RL1425'14.2 KM (8.85 MI) SOUTH ALONG U.S. HIGHWAY 51 FROM THE JUNCTION OF
 RL1425'STATE ROUTE J LEADING EAST IN MERCER, TO THE MARK SET AT A COUNTY
 RL1425'ROAD, 19.5 METERS (64.2 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 RL1425'8.5 METERS (28.0 FT) WEST OF THE CENTER OF THE ROAD, AND 5.8 METERS
 RL1425'(19.3 FT) NORTH OF A TELEPHONE JUNCTION BOX NUMBER D 5.
 RL1425'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 RL1425'THE MARK IS 0.9 M ABOVE HIGHWAY.
 RL1425
 RL1425                          STATION RECOVERY (2002)
 RL1425
 RL1425'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 RL1425'RECOVERED IN GOOD CONDITION. STATION IS 0.2 MILE EAST OF A BRIDGE, 28
 RL1425'FEET WEST OF THE CENTERLINE OF DRIVEWAY TO PRIVATE HOME 51N-108.
 RL1425'TREES PRESENT THAT ARE TALLER THAN 15 DEGREES ABOVE THE HORIZON.
 RL1425'NOTE--ACCESS TO POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 RL1425
 RL1425                          STATION RECOVERY (2004)
 RL1425
 RL1425'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RL1425'RECOVERED IN GOOD CONDITION.
 RL1425
 RL1425                          STATION RECOVERY (2005)
 RL1425
 RL1425'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1425'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0568 ***********************************************************************
 RM0568  DESIGNATION -  M 213
 RM0568  PID         -  RM0568
 RM0568  STATE/COUNTY-  WI/ASHLAND
 RM0568  USGS QUAD   -  ASHLAND EAST (1975)
 RM0568
 RM0568                         *CURRENT SURVEY CONTROL
 RM0568  ___________________________________________________________________
 RM0568* NAD 83(1997)-  46 35 53.64562(N)    090 52 19.44346(W)     ADJUSTED  
 RM0568* NAVD 88     -       193.827  (meters)     635.91   (feet)  ADJUSTED  
 RM0568  ___________________________________________________________________
 RM0568  X           -     -66,820.628 (meters)                     COMP
 RM0568  Y           -  -4,389,847.990 (meters)                     COMP
 RM0568  Z           -   4,611,308.256 (meters)                     COMP
 RM0568  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 RM0568  ELLIP HEIGHT-         162.17  (meters)          (04/28/99) GPS OBS
 RM0568  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 RM0568  DYNAMIC HT  -         193.832 (meters)     635.93  (feet)  COMP
 RM0568  MODELED GRAV-     980,635.3   (mgal)                       NAVD 88
 RM0568
 RM0568  HORZ ORDER  -  FIRST
 RM0568  VERT ORDER  -  FIRST     CLASS II
 RM0568  ELLP ORDER  -  THIRD     CLASS I
 RM0568
 RM0568.The horizontal coordinates were established by GPS observations
 RM0568.and adjusted by the National Geodetic Survey in April 1999..
 RM0568.No horizontal observational check was made to the station.
 RM0568
 RM0568.The orthometric height was determined by differential leveling
 RM0568.and adjusted by the National Geodetic Survey in June 1991..
 RM0568
 RM0568.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RM0568
 RM0568.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0568
 RM0568.The ellipsoidal height was determined by GPS observations
 RM0568.and is referenced to NAD 83.
 RM0568
 RM0568.The geoid height was determined by GEOID03.
 RM0568
 RM0568.The dynamic height is computed by dividing the NAVD 88
 RM0568.geopotential number by the normal gravity value computed on the
 RM0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0568.degrees latitude (g = 980.6199 gals.).
 RM0568
 RM0568.The modeled gravity was interpolated from observed gravity values.
 RM0568
 RM0568;                    North         East     Units Scale Factor Converg.
 RM0568;SPC WI N     -   159,481.600   533,181.598   MT  0.99997355   -0 37 44.7
 RM0568;SPC WI N     -   523,232.55  1,749,279.96   sFT  0.99997355   -0 37 44.7
 RM0568;UTM  15      - 5,162,718.440   662,983.922   MT  0.99992652   +1 32 47.0
 RM0568
 RM0568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0568!SPC WI N     -   0.99997458  x   0.99997355  =   0.99994813
 RM0568!UTM  15      -   0.99997458  x   0.99992652  =   0.99990110
 RM0568
 RM0568                          SUPERSEDED SURVEY CONTROL
 RM0568
 RM0568  NAVD 88 (04/28/99)  193.83   (m)          635.9    (f) LEVELING    3  
 RM0568
 RM0568.Superseded values are not recommended for survey control.
 RM0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0568.See file dsdata.txt to determine how the superseded data were derived.
 RM0568
 RM0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6298462718(NAD 83)
 RM0568_MARKER: I = METAL ROD
 RM0568_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0568_SP_SET: STAINLESS STEEL ROD
 RM0568_STAMPING: M 213 1982
 RM0568_MARK LOGO: NGS   
 RM0568_PROJECTION: FLUSH
 RM0568_MAGNETIC: I = MARKER IS A STEEL ROD
 RM0568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0568+SATELLITE: SATELLITE OBSERVATIONS - December 10, 1997
 RM0568_ROD/PIPE-DEPTH: 5.1  meters
 RM0568
 RM0568  HISTORY     - Date     Condition        Report By
 RM0568  HISTORY     - 1982     MONUMENTED       NGS
 RM0568  HISTORY     - 19970626 GOOD             USPSQD
 RM0568  HISTORY     - 19971210 GOOD             NGS
 RM0568  HISTORY     - 20020616 GOOD             USPSQD
 RM0568  HISTORY     - 20040504 MARK NOT FOUND   USPSQD
 RM0568  HISTORY     - 20041109 MARK NOT FOUND   WIDT
 RM0568
 RM0568                          STATION DESCRIPTION
 RM0568
 RM0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0568'1.3 KM (0.8 MI) EAST FROM ASHLAND.
 RM0568'1.3 KM (0.8 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE COURTHOUSE IN
 RM0568'ASHLAND, SET ON THE GROUNDS OF THE ASHLAND ANIMAL HOSPITAL,
 RM0568'57.3 METERS (188.5 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE
 RM0568'HIGHWAY, 15.5 METERS (51.0 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF
 RM0568'THE HOSPITAL, 13.1 METERS (43.7 FT) WEST-SOUTHWEST OF THE CENTERLINE
 RM0568'OF 11TH AVENUE EAST AND 0.7 METER (2.4 FT) SOUTHWEST OF A POWERLINE
 RM0568'POLE WITH ONE GUY WIRE.  NOTE, THE ROD WAS DRIVEN TO REFUSAL.
 RM0568'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 RM0568'THE MARK IS 0.3 M ABOVE AVENUE.
 RM0568
 RM0568                          STATION RECOVERY (1997)
 RM0568
 RM0568'RECOVERY NOTE BY US POWER SQUADRON 1997
 RM0568'RECOVERED IN GOOD CONDITION.
 RM0568
 RM0568                          STATION RECOVERY (1997)
 RM0568
 RM0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 RM0568'THE STATION IS LOCATED NEAR THE NORTHEAST SIDE OF ASHLAND, 0.5 KM
 RM0568'(0.30 MI) SOUTH OF THE LAKE SUPERIOR SHORELINE, NEAR THE NORTHEAST
 RM0568'SIDE OF A LAWN, ALONG THE SOUTHEAST SIDE OF A PARKING LOT AND ALLEY
 RM0568'DRIVE FOR THE GILBAUGH CHIROPRACTIC OFFICE AT 1022 EAST HIGHWAY 2.
 RM0568'OWNERSHIP--CITY OF ASHLAND.  TO REACH FROM THE JUNCTION OF U.S.
 RM0568'HIGHWAY 2 AND STATE HIGHWAY 13 ABOUT 0.08 KM (0.05 MI) EAST OF THE
 RM0568'COURTHOUSE, GO EAST ON HIGHWAY 2 FOR 1.13 KM (0.70 MI) TO A PAVED
 RM0568'CROSSROAD.  TURN RIGHT, SOUTHEAST, ON 11TH AVENUE FOR 0.08 KM (0.05
 RM0568'MI) TO THE STATION ON THE RIGHT.  THE STATION IS A CENTERPUNCH IN THE
 RM0568'TOP CENTER OF A STAINLESS STEEL ROD ENCASED IN A 12.7 CM PVC PIPE WITH
 RM0568'A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS,
 RM0568'55.8 M (183.1 FT) EAST-SOUTHEAST OF THE HIGHWAY CENTER, 14.2 M (46.6
 RM0568'FT) EAST OF THE EAST CORNER OF THE OFFICE BUILDING, 13.6 M (44.6 FT)
 RM0568'SOUTHWEST OF THE CENTER OF 11TH AVENUE, 0.75 M (2.46 FT)
 RM0568'SOUTH-SOUTHWEST OF A POWER POLE, AND 0.5 M (1.6 FT) SOUTH OF A
 RM0568'FIBERGLASS WITNESS POST.
 RM0568
 RM0568                          STATION RECOVERY (2002)
 RM0568
 RM0568'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0568'RECOVERED IN GOOD CONDITION.
 RM0568
 RM0568                          STATION RECOVERY (2004)
 RM0568
 RM0568'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 RM0568'MARK NOT FOUND, AREA IS PRESENTLY COVERED WITH A PILE OF SOIL, LOOKS
 RM0568'LIKE HOME BEHIND THE CHIROPRACTIC OFFICE IS PLANNING TO DO SOME
 RM0568'LANDSCAPING. USPS JRD
 RM0568
 RM0568                          STATION RECOVERY (2004)
 RM0568
 RM0568'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 RM0568'LARGE DIRT PILE WHERE TIES INDICATED MARK SHOULD HAVE BEEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0477 ***********************************************************************
 QM0477  DESIGNATION -  M 214
 QM0477  PID         -  QM0477
 QM0477  STATE/COUNTY-  WI/ONEIDA
 QM0477  USGS QUAD   -  MC NAUGHTON (1982)
 QM0477
 QM0477                         *CURRENT SURVEY CONTROL
 QM0477  ___________________________________________________________________
 QM0477* NAD 83(1986)-  45 44 20.     (N)    089 33 29.     (W)     SCALED    
 QM0477* NAVD 88     -       481.304  (meters)    1579.08   (feet)  ADJUSTED  
 QM0477  ___________________________________________________________________
 QM0477  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 QM0477  DYNAMIC HT  -         481.289 (meters)    1579.03  (feet)  COMP
 QM0477  MODELED GRAV-     980,567.4   (mgal)                       NAVD 88
 QM0477
 QM0477  VERT ORDER  -  FIRST     CLASS II
 QM0477
 QM0477.The horizontal coordinates were scaled from a topographic map and have
 QM0477.an estimated accuracy of +/- 6 seconds.
 QM0477
 QM0477.The orthometric height was determined by differential leveling
 QM0477.and adjusted by the National Geodetic Survey in June 1991..
 QM0477
 QM0477.The geoid height was determined by GEOID03.
 QM0477
 QM0477.The dynamic height is computed by dividing the NAVD 88
 QM0477.geopotential number by the normal gravity value computed on the
 QM0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0477.degrees latitude (g = 980.6199 gals.).
 QM0477
 QM0477.The modeled gravity was interpolated from observed gravity values.
 QM0477
 QM0477;                    North         East    Units  Estimated Accuracy
 QM0477;SPC WI N     -    63,700.      634,390.      MT  (+/- 180 meters Scaled)
 QM0477
 QM0477                          SUPERSEDED SURVEY CONTROL
 QM0477
 QM0477.No superseded survey control is available for this station.
 QM0477
 QM0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR009682(NAD 83)
 QM0477_MARKER: I = METAL ROD
 QM0477_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QM0477_SP_SET: STAINLESS STEEL ROD
 QM0477_STAMPING: M 214 1982
 QM0477_MARK LOGO: NGS   
 QM0477_PROJECTION: FLUSH
 QM0477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0477_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0477+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2005
 QM0477_ROD/PIPE-DEPTH: 14.6 meters
 QM0477
 QM0477  HISTORY     - Date     Condition        Report By
 QM0477  HISTORY     - 1982     MONUMENTED       NGS
 QM0477  HISTORY     - 20021129 GOOD             USPSQD
 QM0477  HISTORY     - 20040311 GOOD             USPSQD
 QM0477  HISTORY     - 20050922 GOOD             WIDT
 QM0477
 QM0477                          STATION DESCRIPTION
 QM0477
 QM0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QM0477'9.3 KM (5.8 MI) SE FROM LAKE TOMAHAWK.
 QM0477'9.3 KM (5.8 MI) SOUTHEAST ALONG STATE HIGHWAY 47 FROM THE JUNCTION OF
 QM0477'COUNTY ROAD D LEADING EAST IN TOMAHAWK, 23.1 METERS (76.0 FT)
 QM0477'EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 7.6 METERS (25.0 FT)
 QM0477'WEST OF A TELEPHONE JUNCTION BOX NUMBER H 20, 0.5 METER (1.9 FT) EAST
 QM0477'OF THE EAST CORNER OF THE AMERICAN LEGION STATE FOREST, A WOODEN SIGN.
 QM0477'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 QM0477'THE MARK IS 0.6 M BELOW HIGHWAY.
 QM0477
 QM0477                          STATION RECOVERY (2002)
 QM0477
 QM0477'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 QM0477'RECOVERED IN GOOD CONDITION.
 QM0477
 QM0477                          STATION RECOVERY (2004)
 QM0477
 QM0477'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0477'RECOVERED IN GOOD CONDITION.
 QM0477
 QM0477                          STATION RECOVERY (2005)
 QM0477
 QM0477'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0477'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0747 ***********************************************************************
 PN0747  DESIGNATION -  M 218
 PN0747  PID         -  PN0747
 PN0747  STATE/COUNTY-  WI/WAUPACA
 PN0747  USGS QUAD   -  MANAWA (1982)
 PN0747
 PN0747                         *CURRENT SURVEY CONTROL
 PN0747  ___________________________________________________________________
 PN0747* NAD 83(1986)-  44 24 07.     (N)    088 54 37.     (W)     SCALED    
 PN0747* NAVD 88     -       243.993  (meters)     800.50   (feet)  ADJUSTED  
 PN0747  ___________________________________________________________________
 PN0747  GEOID HEIGHT-         -36.38  (meters)                     GEOID03
 PN0747  DYNAMIC HT  -         243.952 (meters)     800.37  (feet)  COMP
 PN0747  MODELED GRAV-     980,445.0   (mgal)                       NAVD 88
 PN0747
 PN0747  VERT ORDER  -  FIRST     CLASS II
 PN0747
 PN0747.The horizontal coordinates were scaled from a topographic map and have
 PN0747.an estimated accuracy of +/- 6 seconds.
 PN0747
 PN0747.The orthometric height was determined by differential leveling
 PN0747.and adjusted by the National Geodetic Survey in June 1991..
 PN0747
 PN0747.The geoid height was determined by GEOID03.
 PN0747
 PN0747.The dynamic height is computed by dividing the NAVD 88
 PN0747.geopotential number by the normal gravity value computed on the
 PN0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0747.degrees latitude (g = 980.6199 gals.).
 PN0747
 PN0747.The modeled gravity was interpolated from observed gravity values.
 PN0747
 PN0747;                    North         East    Units  Estimated Accuracy
 PN0747;SPC WI C     -    63,770.      686,810.      MT  (+/- 180 meters Scaled)
 PN0747
 PN0747                          SUPERSEDED SURVEY CONTROL
 PN0747
 PN0747.No superseded survey control is available for this station.
 PN0747
 PN0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ478182(NAD 83)
 PN0747_MARKER: F = FLANGE-ENCASED ROD
 PN0747_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0747_SP_SET: STAINLESS STEEL ROD
 PN0747_STAMPING: M 218 1985
 PN0747_MARK LOGO: NGS   
 PN0747_PROJECTION: FLUSH
 PN0747_MAGNETIC: I = MARKER IS A STEEL ROD
 PN0747_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0747_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0747+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 PN0747_ROD/PIPE-DEPTH: 20.7 meters
 PN0747
 PN0747  HISTORY     - Date     Condition        Report By
 PN0747  HISTORY     - 1985     MONUMENTED       NGS
 PN0747  HISTORY     - 20000728 GOOD             WIDT
 PN0747  HISTORY     - 20030611 GOOD             USPSQD
 PN0747  HISTORY     - 20050622 GOOD             WIDT
 PN0747
 PN0747                          STATION DESCRIPTION
 PN0747
 PN0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0747'17.0 KM (10.55 MI) EAST FROM WAUPACA.
 PN0747'17.0 KM (10.55 MI) EASTERLY ALONG STATE HIGHWAY 54 FROM THE POST
 PN0747'OFFICE IN WAUPACA, 41.2 M (135.2 FT) SOUTH OF THE CENTERLINE OF THE
 PN0747'HIGHWAY, 5.5 M (18.0 FT) EAST OF THE CENTER OF MARSH ROAD, AND 0.3 M
 PN0747'(1.0 FT) WEST OF A WITNESS POST.  NOTE--ACCESS TO DATUM POINT IS HAD
 PN0747'THROUGH A 5-INCH LOGO CAP.
 PN0747'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 PN0747'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 PN0747
 PN0747                          STATION RECOVERY (2000)
 PN0747
 PN0747'RECOVERY NOTE BY WI DEPT OF TRANSP 2000 (DJH)
 PN0747'THE STATION IS RECOVERED AS DESCRIBED.    ---NOTE---THIS STATION HAS
 PN0747'VISIBLE OBSTRUCTIONS IN ALL QUADRANTS EXCEPT THE SOUTHWEST EXTENDING
 PN0747'HIGHER THAN 25 DEGREES ABOVE THE HORIZON.
 PN0747
 PN0747                          STATION RECOVERY (2003)
 PN0747
 PN0747'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0747'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 24 FEET
 PN0747'NORTHWEST OF UTILITY POLE NUMBER 40-5-92-16478 WITH ONE GUY WIRE AND
 PN0747'TRANSFORMER, 1 FOOT WEST OF AN ORANGE WITNESS POST AND 1 FOOT NORTH OF
 PN0747'A SECOND ORANGE WITNESS POST.
 PN0747
 PN0747                          STATION RECOVERY (2005)
 PN0747
 PN0747'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PN0747'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 23.8 M
 PN0747'SOUTH-SOUTHWEST OF A GREEN TELEPHONE BOX NUMBERED --47600 15--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0720 ***********************************************************************
 PN0720  DESIGNATION -  M 219
 PN0720  PID         -  PN0720
 PN0720  STATE/COUNTY-  WI/OUTAGAMIE
 PN0720  USGS QUAD   -  SEYMOUR (1992)
 PN0720
 PN0720                         *CURRENT SURVEY CONTROL
 PN0720  ___________________________________________________________________
 PN0720* NAD 83(1986)-  44 30 03.     (N)    088 17 30.     (W)     SCALED    
 PN0720* NAVD 88     -       244.461  (meters)     802.04   (feet)  ADJUSTED  
 PN0720  ___________________________________________________________________
 PN0720  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PN0720  DYNAMIC HT  -         244.427 (meters)     801.92  (feet)  COMP
 PN0720  MODELED GRAV-     980,474.3   (mgal)                       NAVD 88
 PN0720
 PN0720  VERT ORDER  -  FIRST     CLASS II
 PN0720
 PN0720.The horizontal coordinates were scaled from a topographic map and have
 PN0720.an estimated accuracy of +/- 6 seconds.
 PN0720
 PN0720.The orthometric height was determined by differential leveling
 PN0720.and adjusted by the National Geodetic Survey in June 1991..
 PN0720
 PN0720.The geoid height was determined by GEOID03.
 PN0720
 PN0720.The dynamic height is computed by dividing the NAVD 88
 PN0720.geopotential number by the normal gravity value computed on the
 PN0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0720.degrees latitude (g = 980.6199 gals.).
 PN0720
 PN0720.The modeled gravity was interpolated from observed gravity values.
 PN0720
 PN0720;                    North         East    Units  Estimated Accuracy
 PN0720;SPC WI C     -    75,600.      735,850.      MT  (+/- 180 meters Scaled)
 PN0720
 PN0720                          SUPERSEDED SURVEY CONTROL
 PN0720
 PN0720.No superseded survey control is available for this station.
 PN0720
 PN0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ973283(NAD 83)
 PN0720_MARKER: F = FLANGE-ENCASED ROD
 PN0720_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0720_SP_SET: STAINLESS STEEL ROD
 PN0720_STAMPING: M 219 1985
 PN0720_MARK LOGO: NGS   
 PN0720_PROJECTION: FLUSH
 PN0720_MAGNETIC: I = MARKER IS A STEEL ROD
 PN0720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0720_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0720+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2005
 PN0720_ROD/PIPE-DEPTH: 3.1  meters
 PN0720
 PN0720  HISTORY     - Date     Condition        Report By
 PN0720  HISTORY     - 1985     MONUMENTED       NGS
 PN0720  HISTORY     - 20000815 POOR             WIDT
 PN0720  HISTORY     - 20030611 POOR             USPSQD
 PN0720  HISTORY     - 20050719 GOOD             WIDT
 PN0720
 PN0720                          STATION DESCRIPTION
 PN0720
 PN0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0720'17.8 KM (11.05 MI) WEST FROM GREEN BAY.
 PN0720'17.8 KM (11.05 MI) WESTERLY ALONG STATE HIGHWAY 54 FROM ITS JUNCTION
 PN0720'WITH U.S. HIGHWAY 41 IN GREEN BAY, 37.2 M (122.0 FT) NORTH OF THE
 PN0720'CENTERLINE OF THE HIGHWAY, 27.8 M (91.2 FT) WEST OF THE EXTENDED
 PN0720'CENTER OF STATE HIGHWAY 55 LEADING NORTH, 15.1 M (49.5 FT)
 PN0720'SOUTH-SOUTHWEST OF THE NORTHWEST CORNER AND 8.5 M (27.9 FT)
 PN0720'NORTH-NORTHWEST OF THE SOUTHWEST CORNER OF A CHAIN LINK FENCE AROUND
 PN0720'THE ONEIDA ELECTRIC SUBSTATION, 4.4 M (14.4 FT) WEST OF THE FENCE, AND
 PN0720'1.2 M (3.9 FT) NORTH OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT
 PN0720'IS HAD THROUGH A 5-INCH LOGO CAP.
 PN0720'THE MARK IS 1.2 METERS  N FROM  A WITNESS POST
 PN0720'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 PN0720
 PN0720                          STATION RECOVERY (2000)
 PN0720
 PN0720'RECOVERY NOTE BY WI DEPT OF TRANSP 2000 (DJH)
 PN0720'THE STATION IS LOCATED ABOUT 22 KM WEST OF GREEN BAY, 8 KM WEST OF
 PN0720'ONEIDA, AND 3 KM EAST OF SEYMOUR.  OWNERSHIP--TOWN OF ONEIDA.  TO
 PN0720'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 54 AND STATE
 PN0720'HIGHWAY 55 SOUTH ABOUT 3 KM EAST OF SEYMOUR, GO EAST ON STATE HIGHWAY
 PN0720'54 FOR 0.3 KM TO THE STATION ON THE LEFT.  THE STATION IS LOCATED IN
 PN0720'THE NORTHWEST QUADRANT OF THE POWER STATION.  THE STATION IS A
 PN0720'STAINLESS STEEL ROD WITH A 13-CM CAP SET ABOUT LEVEL WITH THE HIGHWAY
 PN0720'PAVEMENT.  THE STATION IS 37.5 M NORTH OF THE CENTERLINE OF STATE
 PN0720'HIGHWAY 54, 4.6 M WEST OF A FENCE AROUND THE POWER STATION, 1.0 M
 PN0720'NORTH OF POWER POLE --68-3240--, AND 1.2 M NORTH OF AN ORANGE
 PN0720'FIBERGLASS WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 PN0720'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON
 PN0720'EXCEPT FOR A POWER POLE 1 M SOUTH OF THE STATION EXTENDING TO 90
 PN0720'DEGREES.
 PN0720
 PN0720                          STATION RECOVERY (2003)
 PN0720
 PN0720'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0720'RECOVERED IN POOR CONDITION.  NOTE-- THE STATION PROJECTS 5 INCHES
 PN0720'ABOVE GROUND AND IS LOOSE AND LEANING SLIGHTLY.  THE ORANGE WITNESS
 PN0720'POST IS AGAINST THE POWER POLE.
 PN0720
 PN0720                          STATION RECOVERY (2005)
 PN0720
 PN0720'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PN0720'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS AT THE WISCONSIN
 PN0720'ELECTRIC POWER COMPANY ONEIDA SUBSTATION AT --W2104 STATE HIGHWAY 54--
 PN0720'NORTHWEST OF THE JUNCTION OF STATE HIGHWAY 54 WITH STATE HIGHWAY 55
 PN0720'SOUTH.  THE PROTECTIVE CASING AROUND THE ROD WAS DUG OUT, LOWERED, AND
 PN0720'IS NOW FLUSH WITH THE GROUND.
 PN0720'ADD-- THE STATION IS 27.0 M WEST OF THE EXTENDED CENTERLINE OF STATE
 PN0720'HIGHWAY 55 SOUTH, 1.2 M NORTH OF AN ORANGE FIBERGLASS WITNESS POST,
 PN0720'AND 1.0 M SOUTH OF A WHITE PLASTIC WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0328 ***********************************************************************
 PN0328  DESIGNATION -  M 22
 PN0328  PID         -  PN0328
 PN0328  STATE/COUNTY-  WI/SHAWANO
 PN0328  USGS QUAD   -  SHAWANO (1982)
 PN0328
 PN0328                         *CURRENT SURVEY CONTROL
 PN0328  ___________________________________________________________________
 PN0328* NAD 83(1986)-  44 46 43.     (N)    088 36 26.     (W)     SCALED    
 PN0328* NAVD 88     -       249.529  (meters)     818.66   (feet)  ADJUSTED  
 PN0328  ___________________________________________________________________
 PN0328  GEOID HEIGHT-         -36.09  (meters)                     GEOID03
 PN0328  DYNAMIC HT  -         249.497 (meters)     818.56  (feet)  COMP
 PN0328  MODELED GRAV-     980,483.5   (mgal)                       NAVD 88
 PN0328
 PN0328  VERT ORDER  -  SECOND    CLASS 0
 PN0328
 PN0328.The horizontal coordinates were scaled from a topographic map and have
 PN0328.an estimated accuracy of +/- 6 seconds.
 PN0328
 PN0328.The orthometric height was determined by differential leveling
 PN0328.and adjusted by the National Geodetic Survey in June 1991..
 PN0328
 PN0328.The geoid height was determined by GEOID03.
 PN0328
 PN0328.The dynamic height is computed by dividing the NAVD 88
 PN0328.geopotential number by the normal gravity value computed on the
 PN0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0328.degrees latitude (g = 980.6199 gals.).
 PN0328
 PN0328.The modeled gravity was interpolated from observed gravity values.
 PN0328
 PN0328;                    North         East    Units  Estimated Accuracy
 PN0328;SPC WI C     -   105,980.      710,230.      MT  (+/- 180 meters Scaled)
 PN0328
 PN0328                          SUPERSEDED SURVEY CONTROL
 PN0328
 PN0328  NGVD 29 (??/??/92)  249.557  (m)          818.75   (f) ADJ UNCH    2 0
 PN0328
 PN0328.Superseded values are not recommended for survey control.
 PN0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0328.See file dsdata.txt to determine how the superseded data were derived.
 PN0328
 PN0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ728596(NAD 83)
 PN0328_MARKER: DB = BENCH MARK DISK
 PN0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0328+STABILITY: SURFACE MOTION
 PN0328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0328+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2005
 PN0328
 PN0328  HISTORY     - Date     Condition        Report By
 PN0328  HISTORY     - UNK      MONUMENTED       CGS
 PN0328  HISTORY     - 1934     GOOD             NGS
 PN0328  HISTORY     - 1946     GOOD             NGS
 PN0328  HISTORY     - 20050620 GOOD             WIDT
 PN0328
 PN0328                          STATION DESCRIPTION
 PN0328
 PN0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PN0328'IN SHAWANO.
 PN0328'4 FEET SE. OF CENTER OF MONUMENT AT SE., CORNER OF LINCOLN SCHOOL
 PN0328'GROUNDS, 1 BLOCK E. AND 4 BLOCKS N. OF SHAWANO STATION (C. AND
 PN0328'N.W. RY.) AND 1 BLOCK AND 2 BLOCKS S. OF MAIN INTERSECTION OF
 PN0328'SHAWANO.  MARK IS 4 YDS. N. OF S. WALK AND 5 YDS. W. OF E. WALK.
 PN0328
 PN0328                          STATION RECOVERY (1946)
 PN0328
 PN0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 PN0328'RECOVERED IN GOOD CONDITION.
 PN0328
 PN0328                          STATION RECOVERY (2005)
 PN0328
 PN0328'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0328'RECOVERED IN GOOD CONDITION.  ADD-THE STATION IS 4.87 M NORTHWEST OF A
 PN0328'FIRE HYDRANT, 6.37 M NORTHWEST OF A STOP SIGN ON THE NORTHWEST CORNER
 PN0328'OF THE JUNCTION OF CENTER STREET AND SAWYER STREET, 13.6 M NORTH OF
 PN0328'THE CENTERLINE OF CENTER STREET, 13.1 M WEST OF THE CENTERLINE OF
 PN0328'SOUTH SAWYER STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0728 ***********************************************************************
 PN0728  DESIGNATION -  M 220
 PN0728  PID         -  PN0728
 PN0728  STATE/COUNTY-  WI/OUTAGAMIE
 PN0728  USGS QUAD   -  SHIOCTON (1992)
 PN0728
 PN0728                         *CURRENT SURVEY CONTROL
 PN0728  ___________________________________________________________________
 PN0728* NAD 83(1986)-  44 28 17.     (N)    088 30 47.     (W)     SCALED    
 PN0728* NAVD 88     -       233.342  (meters)     765.56   (feet)  ADJUSTED  
 PN0728  ___________________________________________________________________
 PN0728  GEOID HEIGHT-         -36.27  (meters)                     GEOID03
 PN0728  DYNAMIC HT  -         233.307 (meters)     765.44  (feet)  COMP
 PN0728  MODELED GRAV-     980,466.2   (mgal)                       NAVD 88
 PN0728
 PN0728  VERT ORDER  -  FIRST     CLASS II
 PN0728
 PN0728.The horizontal coordinates were scaled from a topographic map and have
 PN0728.an estimated accuracy of +/- 6 seconds.
 PN0728
 PN0728.The orthometric height was determined by differential leveling
 PN0728.and adjusted by the National Geodetic Survey in June 1991..
 PN0728
 PN0728.The geoid height was determined by GEOID03.
 PN0728
 PN0728.The dynamic height is computed by dividing the NAVD 88
 PN0728.geopotential number by the normal gravity value computed on the
 PN0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0728.degrees latitude (g = 980.6199 gals.).
 PN0728
 PN0728.The modeled gravity was interpolated from observed gravity values.
 PN0728
 PN0728;                    North         East    Units  Estimated Accuracy
 PN0728;SPC WI C     -    71,980.      718,300.      MT  (+/- 180 meters Scaled)
 PN0728
 PN0728                          SUPERSEDED SURVEY CONTROL
 PN0728
 PN0728.No superseded survey control is available for this station.
 PN0728
 PN0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ796253(NAD 83)
 PN0728_MARKER: I = METAL ROD
 PN0728_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PN0728_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 PN0728_STAMPING: M 220 1985
 PN0728_MARK LOGO: NGS   
 PN0728_PROJECTION: FLUSH
 PN0728_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PN0728+STABILITY: POSITION/ELEVATION WELL
 PN0728_ROD/PIPE-DEPTH: 18.3 meters
 PN0728_SLEEVE-DEPTH  : 6.1 meters
 PN0728
 PN0728  HISTORY     - Date     Condition        Report By
 PN0728  HISTORY     - 1985     MONUMENTED       NGS
 PN0728  HISTORY     - 20011103 GOOD             USPSQD
 PN0728  HISTORY     - 20030611 MARK NOT FOUND   USPSQD
 PN0728
 PN0728                          STATION DESCRIPTION
 PN0728
 PN0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0728'36.4 KM (22.6 MI) WEST FROM GREEN BAY.
 PN0728'36.4 KM (22.6 MI) WESTERLY ALONG STATE HIGHWAY 54 FROM ITS JUNCTION
 PN0728'WITH U.S. HIGHWAY 41 IN GREEN BAY, 0.1 KM (0.05 MI) NORTHEAST OF THE
 PN0728'INTERSECTION OF HERMAN ROAD, 19.7 M (64.6 FT) NORTHWEST OF THE
 PN0728'CENTERLINE OF THE HIGHWAY, 12.6 M (41.3 FT) SOUTHWEST OF THE CENTER OF
 PN0728'A FIELD ENTRANCE, AND 3.0 M (9.8 FT) NORTHEAST OF A RIGHT-OF-WAY POST.
 PN0728'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PN0728'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 PN0728'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 PN0728
 PN0728                          STATION RECOVERY (2001)
 PN0728
 PN0728'RECOVERY NOTE BY US POWER SQUADRON 2001 (JMK)
 PN0728'RECOVERED IN GOOD CONDITION.
 PN0728
 PN0728                          STATION RECOVERY (2003)
 PN0728
 PN0728'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0728'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0506 ***********************************************************************
 QM0506  DESIGNATION -  M 221
 QM0506  PID         -  QM0506
 QM0506  STATE/COUNTY-  WI/LINCOLN
 QM0506  USGS QUAD   -  BRADLEY (1971)
 QM0506
 QM0506                         *CURRENT SURVEY CONTROL
 QM0506  ___________________________________________________________________
 QM0506* NAD 83(1986)-  45 32 04.     (N)    089 47 18.     (W)     SCALED    
 QM0506* NAVD 88     -       455.529  (meters)    1494.51   (feet)  ADJUSTED  
 QM0506  ___________________________________________________________________
 QM0506  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 QM0506  DYNAMIC HT  -         455.509 (meters)    1494.45  (feet)  COMP
 QM0506  MODELED GRAV-     980,559.6   (mgal)                       NAVD 88
 QM0506
 QM0506  VERT ORDER  -  FIRST     CLASS II
 QM0506
 QM0506.The horizontal coordinates were scaled from a topographic map and have
 QM0506.an estimated accuracy of +/- 6 seconds.
 QM0506
 QM0506.The orthometric height was determined by differential leveling
 QM0506.and adjusted by the National Geodetic Survey in June 1991..
 QM0506
 QM0506.The geoid height was determined by GEOID03.
 QM0506
 QM0506.The dynamic height is computed by dividing the NAVD 88
 QM0506.geopotential number by the normal gravity value computed on the
 QM0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0506.degrees latitude (g = 980.6199 gals.).
 QM0506
 QM0506.The modeled gravity was interpolated from observed gravity values.
 QM0506
 QM0506;                    North         East    Units  Estimated Accuracy
 QM0506;SPC WI C     -   189,060.      616,530.      MT  (+/- 180 meters Scaled)
 QM0506
 QM0506                          SUPERSEDED SURVEY CONTROL
 QM0506
 QM0506.No superseded survey control is available for this station.
 QM0506
 QM0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR822461(NAD 83)
 QM0506_MARKER: I = METAL ROD
 QM0506_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QM0506+WITH SETTING: INFORMATION.
 QM0506_SP_SET: SHALLOW-SET METAL ROD
 QM0506_STAMPING: M 221 1985
 QM0506_MARK LOGO: NGS   
 QM0506_PROJECTION: FLUSH
 QM0506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0506_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0506+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2005
 QM0506_ROD/PIPE-DEPTH: 2.4  meters
 QM0506
 QM0506  HISTORY     - Date     Condition        Report By
 QM0506  HISTORY     - 1985     MONUMENTED       NGS
 QM0506  HISTORY     - 20030821 GOOD             USPSQD
 QM0506  HISTORY     - 20050817 GOOD             WIDT
 QM0506
 QM0506                          STATION DESCRIPTION
 QM0506
 QM0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QM0506'34.8 KM (21.6 MI) WEST FROM RHINELANDER.
 QM0506'34.8 KM (21.6 MI) WESTERLY ALONG U.S. HIGHWAY 8 FROM ITS JUNCTION WITH
 QM0506'STATE HIGHWAY 17 IN RHINELANDER, 2.5 KM (1.55 MI) WEST OF THE
 QM0506'INTERSECTION OF COUNTY ROAD Y, 0.5 KM (0.3 MI) WEST OF A SMALL CURVE
 QM0506'IN THE HIGHWAY, 17.2 M (56.4 FT) SOUTH OF THE CENTERLINE OF THE
 QM0506'HIGHWAY, AND 2.5 M (8.2 FT) WEST OF THE CENTER OF A TRACK ROAD.
 QM0506'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QM0506'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 QM0506'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 QM0506
 QM0506                          STATION RECOVERY (2003)
 QM0506
 QM0506'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 QM0506'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 60 FEET
 QM0506'SOUTHEAST OF A --NO PASSING ZONE-- SIGN.  TREES TO THE WEST AND EAST
 QM0506'OBSTRUCT SATELLITE OBSERVATIONS.
 QM0506
 QM0506                          STATION RECOVERY (2005)
 QM0506
 QM0506'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0506'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0555 ***********************************************************************
 QM0555  DESIGNATION -  M 222
 QM0555  PID         -  QM0555
 QM0555  STATE/COUNTY-  WI/FOREST
 QM0555  USGS QUAD   -  WABENO (1972)
 QM0555
 QM0555                         *CURRENT SURVEY CONTROL
 QM0555  ___________________________________________________________________
 QM0555* NAD 83(1986)-  45 29 01.     (N)    088 40 31.     (W)     SCALED    
 QM0555* NAVD 88     -       486.603  (meters)    1596.46   (feet)  ADJUSTED  
 QM0555  ___________________________________________________________________
 QM0555  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 QM0555  DYNAMIC HT  -         486.555 (meters)    1596.31  (feet)  COMP
 QM0555  MODELED GRAV-     980,502.3   (mgal)                       NAVD 88
 QM0555
 QM0555  VERT ORDER  -  FIRST     CLASS II
 QM0555
 QM0555.The horizontal coordinates were scaled from a topographic map and have
 QM0555.an estimated accuracy of +/- 6 seconds.
 QM0555
 QM0555.The orthometric height was determined by differential leveling
 QM0555.and adjusted by the National Geodetic Survey in June 1991..
 QM0555
 QM0555.The geoid height was determined by GEOID03.
 QM0555
 QM0555.The dynamic height is computed by dividing the NAVD 88
 QM0555.geopotential number by the normal gravity value computed on the
 QM0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0555.degrees latitude (g = 980.6199 gals.).
 QM0555
 QM0555.The modeled gravity was interpolated from observed gravity values.
 QM0555
 QM0555;                    North         East    Units  Estimated Accuracy
 QM0555;SPC WI N     -    36,090.      703,570.      MT  (+/- 180 meters Scaled)
 QM0555
 QM0555                          SUPERSEDED SURVEY CONTROL
 QM0555
 QM0555.No superseded survey control is available for this station.
 QM0555
 QM0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR690380(NAD 83)
 QM0555_MARKER: I = METAL ROD
 QM0555_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QM0555_SP_SET: STAINLESS STEEL ROD
 QM0555_STAMPING: M 222 1985
 QM0555_MARK LOGO: NGS   
 QM0555_PROJECTION: FLUSH
 QM0555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0555_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0555+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2005
 QM0555_ROD/PIPE-DEPTH: 8.5  meters
 QM0555
 QM0555  HISTORY     - Date     Condition        Report By
 QM0555  HISTORY     - 1985     MONUMENTED       NGS
 QM0555  HISTORY     - 20021210 GOOD             USPSQD
 QM0555  HISTORY     - 20040325 GOOD             USPSQD
 QM0555  HISTORY     - 20051116 GOOD             WIDT
 QM0555
 QM0555                          STATION DESCRIPTION
 QM0555
 QM0555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QM0555'8.5 KM (5.3 MI) SOUTH FROM LAONA.
 QM0555'8.5 KM (5.3 MI) SOUTHERLY ALONG STATE HIGHWAY 32 FROM ITS JUNCTION
 QM0555'WITH U.S. HIGHWAY 8 IN LAONA, 1.1 KM (0.7 MI) SOUTH OF TRUMP LAKE
 QM0555'ROAD, 36.0 M (118.1 FT) NORTH OF THE EAST END OF A 24-INCH PIPE
 QM0555'CULVERT, 22.5 M (73.8 FT) EAST OF THE CENTER OF THE HIGHWAY, 7.0 M
 QM0555'(23.0 FT) SOUTH OF THE EXTENDED CENTER OF A DRIVEWAY, AND 0.7 M (2.3
 QM0555'FT) NORTH OF A HIGHWAY RIGHT-OF-WAY MARKER POST.  NOTE--ACCESS TO
 QM0555'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QM0555'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 QM0555'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 QM0555
 QM0555                          STATION RECOVERY (2002)
 QM0555
 QM0555'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 QM0555'RECOVERED IN GOOD CONDITION.  THE RIGHT-OF-WAY
 QM0555'POST WAS NOT FOUND.  ADD--THE DRIVEWAY LEADS TO NO.
 QM0555'3039.  TREES SURROUND THE MARK RESTRICTING
 QM0555'SATELLITE OBSERVATIONS.
 QM0555
 QM0555                          STATION RECOVERY (2004)
 QM0555
 QM0555'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0555'RECOVERED IN GOOD CONDITION.
 QM0555
 QM0555                          STATION RECOVERY (2005)
 QM0555
 QM0555'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0555'RECOVERED IN GOOD CONDITION.   NOTE THE RIGHT OF WAY POST IS STILL
 QM0555'PRESENT AS DESCRIBED IN THE 1985 RECOVERY NOTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0799 ***********************************************************************
 PN0799  DESIGNATION -  M 223
 PN0799  PID         -  PN0799
 PN0799  STATE/COUNTY-  WI/WOOD
 PN0799  USGS QUAD   -  WISCONSIN RAPIDS NORTH (1984)
 PN0799
 PN0799                         *CURRENT SURVEY CONTROL
 PN0799  ___________________________________________________________________
 PN0799* NAD 83(1986)-  44 23 08.     (N)    089 50 15.     (W)     SCALED    
 PN0799* NAVD 88     -       302.247  (meters)     991.62   (feet)  ADJUSTED  
 PN0799  ___________________________________________________________________
 PN0799  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 PN0799  DYNAMIC HT  -         302.194 (meters)     991.45  (feet)  COMP
 PN0799  MODELED GRAV-     980,433.2   (mgal)                       NAVD 88
 PN0799
 PN0799  VERT ORDER  -  FIRST     CLASS II
 PN0799
 PN0799.The horizontal coordinates were scaled from a topographic map and have
 PN0799.an estimated accuracy of +/- 6 seconds.
 PN0799
 PN0799.The orthometric height was determined by differential leveling
 PN0799.and adjusted by the National Geodetic Survey in June 1991..
 PN0799
 PN0799.The geoid height was determined by GEOID03.
 PN0799
 PN0799.The dynamic height is computed by dividing the NAVD 88
 PN0799.geopotential number by the normal gravity value computed on the
 PN0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0799.degrees latitude (g = 980.6199 gals.).
 PN0799
 PN0799.The modeled gravity was interpolated from observed gravity values.
 PN0799
 PN0799;                    North         East    Units  Estimated Accuracy
 PN0799;SPC WI C     -    61,380.      612,950.      MT  (+/- 180 meters Scaled)
 PN0799
 PN0799                          SUPERSEDED SURVEY CONTROL
 PN0799
 PN0799.No superseded survey control is available for this station.
 PN0799
 PN0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ739186(NAD 83)
 PN0799_MARKER: F = FLANGE-ENCASED ROD
 PN0799_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PN0799_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 PN0799_STAMPING: M 223 1985
 PN0799_MARK LOGO: NGS   
 PN0799_PROJECTION: FLUSH
 PN0799_MAGNETIC: I = MARKER IS A STEEL ROD
 PN0799_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PN0799+STABILITY: POSITION/ELEVATION WELL
 PN0799_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0799+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2004
 PN0799_ROD/PIPE-DEPTH: 4.0  meters
 PN0799
 PN0799  HISTORY     - Date     Condition        Report By
 PN0799  HISTORY     - 1985     MONUMENTED       NGS
 PN0799  HISTORY     - 1985     GOOD             NGS
 PN0799  HISTORY     - 20030212 GOOD             WIDT
 PN0799  HISTORY     - 20040330 GOOD             USPSQD
 PN0799
 PN0799                          STATION DESCRIPTION
 PN0799
 PN0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0799'IN WISCONSIN RAPIDS.
 PN0799'IN WISCONSIN RAPIDS, AT THE INTERSECTION OF WEST RIVERSIDE EXPRESSWAY
 PN0799'AND SOUTH 2ND AVENUE, NEAR THE NORTH CORNER OF LYON PARK, 27.0 M (88.6
 PN0799'FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE
 PN0799'EXPRESSWAY, 18.2 M (59.7 FT) SOUTHEAST OF THE CENTERLINE OF THE
 PN0799'NORTHEAST BOUND LANES OF THE AVENUE, AND 3.9 M (12.8 FT) SOUTH OF THE
 PN0799'WEST END OF A PARK BENCH.  UNABLE TO DRILL THROUGH BEDROCK AT 13.0 FT.
 PN0799'ROD WAS ANCHORED WITH 1.5 FT OF CONCRETE AND THE SLEEVE IS SETTING ON
 PN0799'2.0 FT OF DIRT.  ACCUAL SLEEVE DEPTH IS 2.1 METERS.  NOTE--ACCESS TO
 PN0799'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PN0799'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 PN0799
 PN0799                          STATION RECOVERY (1985)
 PN0799
 PN0799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0799'RECOVERED IN GOOD CONDITION.
 PN0799
 PN0799                          STATION RECOVERY (2003)
 PN0799
 PN0799'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 PN0799'OWNERSHIP--CITY OF WISCONSIN RAPIDS.  THE STATION IS LOCATED IN THE
 PN0799'SOUTHEAST QUADRANT OF STATE HIGHWAY 54 (2ND AVENUE) WITH STATE HIGHWAY
 PN0799'13 AND STATE HIGHWAY 73 (RIVERVIEW EXPRESSWAY) IN THE CITY OF
 PN0799'WISCONSIN RAPIDS.  THE STATION IS A STAINLESS STEEL ROD HOUSED IN A
 PN0799'NATIONAL GEODETIC SURVEY LOGO CAP ABOUT LEVEL WITH THE HIGHWAY
 PN0799'PAVEMENT.  THE STATION IS 10.4 M (34.1 FT) SOUTHEAST OF THE EDGE OF
 PN0799'CURB OF STATE HIGHWAY 54 (2ND AVENUE), 43.3 M (142.1 FT) NORTHEAST OF
 PN0799'SOUTHEAST CORNER OF THE RESTROOMS, 24.4 M (80.1 FT) SOUTH-SOUTHWEST OF
 PN0799'CENTERLINE OF SOUTHEAST BOUND LANES AT STATE HIGHWAY 13 AND STATE
 PN0799'HIGHWAY 73 (RIVERVIEW EXPRESSWAY), AND 3.6 M (11.8 FT) SOUTH OF THE
 PN0799'WEST END OF A WOOD PARK BENCH.
 PN0799
 PN0799                          STATION RECOVERY (2004)
 PN0799
 PN0799'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0427 ***********************************************************************
 QN0427  DESIGNATION -  M 224
 QN0427  PID         -  QN0427
 QN0427  STATE/COUNTY-  WI/RUSK
 QN0427  USGS QUAD   -  HAWKINS (1981)
 QN0427
 QN0427                         *CURRENT SURVEY CONTROL
 QN0427  ___________________________________________________________________
 QN0427* NAD 83(1986)-  45 32 02.     (N)    090 40 47.     (W)     SCALED    
 QN0427* NAVD 88     -       431.300  (meters)    1415.02   (feet)  ADJUSTED  
 QN0427  ___________________________________________________________________
 QN0427  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 QN0427  DYNAMIC HT  -         431.278 (meters)    1414.95  (feet)  COMP
 QN0427  MODELED GRAV-     980,551.7   (mgal)                       NAVD 88
 QN0427
 QN0427  VERT ORDER  -  FIRST     CLASS II
 QN0427
 QN0427.The horizontal coordinates were scaled from a topographic map and have
 QN0427.an estimated accuracy of +/- 6 seconds.
 QN0427
 QN0427.The orthometric height was determined by differential leveling
 QN0427.and adjusted by the National Geodetic Survey in June 1991..
 QN0427
 QN0427.The geoid height was determined by GEOID03.
 QN0427
 QN0427.The dynamic height is computed by dividing the NAVD 88
 QN0427.geopotential number by the normal gravity value computed on the
 QN0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0427.degrees latitude (g = 980.6199 gals.).
 QN0427
 QN0427.The modeled gravity was interpolated from observed gravity values.
 QN0427
 QN0427;                    North         East    Units  Estimated Accuracy
 QN0427;SPC WI C     -   189,190.      546,910.      MT  (+/- 180 meters Scaled)
 QN0427
 QN0427                          SUPERSEDED SURVEY CONTROL
 QN0427
 QN0427.No superseded survey control is available for this station.
 QN0427
 QN0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL811448(NAD 83)
 QN0427_MARKER: I = METAL ROD
 QN0427_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0427_SP_SET: STAINLESS STEEL ROD
 QN0427_STAMPING: M 224 1985
 QN0427_MARK LOGO: NGS   
 QN0427_PROJECTION: FLUSH
 QN0427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0427_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QN0427+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2005
 QN0427_ROD/PIPE-DEPTH: 8.8  meters
 QN0427
 QN0427  HISTORY     - Date     Condition        Report By
 QN0427  HISTORY     - 1985     MONUMENTED       NGS
 QN0427  HISTORY     - 20040720 MARK NOT FOUND   WIDT
 QN0427  HISTORY     - 20051204 GOOD             WIDT
 QN0427
 QN0427                          STATION DESCRIPTION
 QN0427
 QN0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QN0427'31.2 KM (19.4 MI) WEST FROM PRENTICE.
 QN0427'31.2 KM (19.4 MI) WESTERLY ALONG U.S. HIGHWAY 8 FROM ITS JUNCTION WITH
 QN0427'STATE HIGHWAY 27 IN PRENTICE, 31.1 M (102.0 FT) SOUTHEAST OF THE
 QN0427'CENTERLINE OF THE HIGHWAY, 15.4 M (50.5 FT) SOUTHWEST OF THE EXTENDED
 QN0427'LINE OF THE RUSK-PRICE COUNTY INFORMATION SIGN, 3.6 M (11.8 FT)
 QN0427'SOUTHWEST OF THE CENTER OF A GRAVELED DRIVEWAY, AND 0.6 M (2.0 FT)
 QN0427'SOUTHWEST OF A RIGHT-OF-WAY POST.  NOTE--ACCESS TO DATUM POINT IS HAD
 QN0427'THROUGH A 5-INCH LOGO CAP.
 QN0427'THE MARK IS 0.5 METERS  NW FROM  A WITNESS POST
 QN0427'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 QN0427
 QN0427                          STATION RECOVERY (2004)
 QN0427
 QN0427'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DGD)
 QN0427'R/W POST AND WITNESS POST HAVE BEEN HIT BY GRADING OF GRAVEL DRIVE.
 QN0427
 QN0427                          STATION RECOVERY (2005)
 QN0427
 QN0427'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 QN0427'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M SOUTHEAST,
 QN0427'1.0 M NORTH-NORTHEAST, AND 1.0 M WEST-SOUTHWEST OF THREE WHITE PLASTIC
 QN0427'WITNESS POSTS.  NOTE1-- THE MONUMENT IS 18-CM BELOW GROUND LEVEL.
 QN0427'NOTE2-- TREES IN THE SOUTH QUADRANTS EXTEND TO 90 DEGREES ABOVE THE
 QN0427'HORIZON AND TREES IN THE NORTH QUADRANTS EXTEND TO 40 DEGREES ABOVE
 QN0427'THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0403 ***********************************************************************
 QN0403  DESIGNATION -  M 225
 QN0403  PID         -  QN0403
 QN0403  STATE/COUNTY-  WI/PRICE
 QN0403  USGS QUAD   -  BRANTWOOD (1979)
 QN0403
 QN0403                         *CURRENT SURVEY CONTROL
 QN0403  ___________________________________________________________________
 QN0403* NAD 83(1986)-  45 33 12.     (N)    090 03 09.     (W)     SCALED    
 QN0403* NAVD 88     -       484.538  (meters)    1589.69   (feet)  ADJUSTED  
 QN0403  ___________________________________________________________________
 QN0403  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 QN0403  DYNAMIC HT  -         484.515 (meters)    1589.61  (feet)  COMP
 QN0403  MODELED GRAV-     980,552.5   (mgal)                       NAVD 88
 QN0403
 QN0403  VERT ORDER  -  FIRST     CLASS II
 QN0403
 QN0403.The horizontal coordinates were scaled from a topographic map and have
 QN0403.an estimated accuracy of +/- 6 seconds.
 QN0403
 QN0403.The orthometric height was determined by differential leveling
 QN0403.and adjusted by the National Geodetic Survey in June 1991..
 QN0403
 QN0403.The geoid height was determined by GEOID03.
 QN0403
 QN0403.The dynamic height is computed by dividing the NAVD 88
 QN0403.geopotential number by the normal gravity value computed on the
 QN0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0403.degrees latitude (g = 980.6199 gals.).
 QN0403
 QN0403.The modeled gravity was interpolated from observed gravity values.
 QN0403
 QN0403;                    North         East    Units  Estimated Accuracy
 QN0403;SPC WI N     -    42,980.      595,900.      MT  (+/- 180 meters Scaled)
 QN0403
 QN0403                          SUPERSEDED SURVEY CONTROL
 QN0403
 QN0403.No superseded survey control is available for this station.
 QN0403
 QN0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL300486(NAD 83)
 QN0403_MARKER: I = METAL ROD
 QN0403_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0403_SP_SET: STAINLESS STEEL ROD
 QN0403_STAMPING: M 225 1985
 QN0403_MARK LOGO: NGS   
 QN0403_PROJECTION: PROJECTING 3 CENTIMETERS
 QN0403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0403_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QN0403+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2003
 QN0403_ROD/PIPE-DEPTH: 7.3  meters
 QN0403
 QN0403  HISTORY     - Date     Condition        Report By
 QN0403  HISTORY     - 1985     MONUMENTED       NGS
 QN0403  HISTORY     - 20030904 GOOD             USPSQD
 QN0403
 QN0403                          STATION DESCRIPTION
 QN0403
 QN0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QN0403'18.8 KM (11.7 MI) EAST FROM PRENTICE.
 QN0403'18.8 KM (11.7 MI) EASTERLY ALONG U.S. HIGHWAY 8 FROM ITS JUNCTION WITH
 QN0403'COUNTY ROAD A IN PRENTICE, 0.7 KM (0.45 MI) WEST OF THE INTERSECTION
 QN0403'OF COUNTY ROAD YY, 30.4 M (99.7 FT) NORTH OF THE CENTERLINE OF THE
 QN0403'HIGHWAY, 13.2 M (43.3 FT) SOUTH-SOUTHEAST OF A GRAVELED ROAD, AND 0.7
 QN0403'M (2.3 FT) WEST OF A RIGHT-OF-WAY POST.  NOTE--ACCESS TO DATUM POINT
 QN0403'IS HAD THROUGH A 5-INCH LOGO CAP.
 QN0403'THE MARK IS 0.2 METERS  E FROM  A WITNESS POST
 QN0403'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 QN0403
 QN0403                          STATION RECOVERY (2003)
 QN0403
 QN0403'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 QN0403'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 2.3 FEET WEST OF A
 QN0403'YELLOW METAL RIGHT-OF-WAY POST AND YELLOW WOOD RIGHT-OF-WAY POST.
 QN0403'NOTE-- THE GRAVEL ROAD DESCRIBED IS --OLD 8 ROAD--.  EASIEST ACCESS TO
 QN0403'THE STATION IS FROM -OLD 8 ROAD-.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0532 ***********************************************************************
 QM0532  DESIGNATION -  M 226
 QM0532  PID         -  QM0532
 QM0532  STATE/COUNTY-  WI/FOREST
 QM0532  USGS QUAD   -  NASHVILLE (1981)
 QM0532
 QM0532                         *CURRENT SURVEY CONTROL
 QM0532  ___________________________________________________________________
 QM0532* NAD 83(1986)-  45 34 24.     (N)    089 00 05.     (W)     SCALED    
 QM0532* NAVD 88     -       535.613  (meters)    1757.26   (feet)  ADJUSTED  
 QM0532  ___________________________________________________________________
 QM0532  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 QM0532  DYNAMIC HT  -         535.570 (meters)    1757.12  (feet)  COMP
 QM0532  MODELED GRAV-     980,518.2   (mgal)                       NAVD 88
 QM0532
 QM0532  VERT ORDER  -  FIRST     CLASS II
 QM0532
 QM0532.The horizontal coordinates were scaled from a topographic map and have
 QM0532.an estimated accuracy of +/- 6 seconds.
 QM0532
 QM0532.The orthometric height was determined by differential leveling
 QM0532.and adjusted by the National Geodetic Survey in June 1991..
 QM0532
 QM0532.The geoid height was determined by GEOID03.
 QM0532
 QM0532.The dynamic height is computed by dividing the NAVD 88
 QM0532.geopotential number by the normal gravity value computed on the
 QM0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0532.degrees latitude (g = 980.6199 gals.).
 QM0532
 QM0532.The modeled gravity was interpolated from observed gravity values.
 QM0532
 QM0532;                    North         East    Units  Estimated Accuracy
 QM0532;SPC WI N     -    45,690.      677,950.      MT  (+/- 180 meters Scaled)
 QM0532
 QM0532                          SUPERSEDED SURVEY CONTROL
 QM0532
 QM0532.No superseded survey control is available for this station.
 QM0532
 QM0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR438485(NAD 83)
 QM0532_MARKER: I = METAL ROD
 QM0532_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QM0532_SP_SET: STAINLESS STEEL ROD
 QM0532_STAMPING: M 226 1985
 QM0532_MARK LOGO: NGS   
 QM0532_PROJECTION: FLUSH
 QM0532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0532_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0532+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 QM0532_ROD/PIPE-DEPTH: 5.9  meters
 QM0532
 QM0532  HISTORY     - Date     Condition        Report By
 QM0532  HISTORY     - 1985     MONUMENTED       NGS
 QM0532  HISTORY     - 20021210 GOOD             USPSQD
 QM0532  HISTORY     - 20040326 GOOD             USPSQD
 QM0532  HISTORY     - 20051115 GOOD             WIDT
 QM0532
 QM0532                          STATION DESCRIPTION
 QM0532
 QM0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QM0532'26.8 KM (16.65 MI) WEST FROM LAONA.
 QM0532'26.8 KM (16.65 MI) WESTERLY ALONG U.S. HIGHWAY 8 FROM ITS JUNCTION
 QM0532'WITH STATE HIGHWAY 32 IN LAONA, 34.1 M (111.9 FT) NORTH OF THE
 QM0532'CENTERLINE OF THE HIGHWAY, 10.2 M (33.5 FT) SOUTH OF A YELLOW WOOD
 QM0532'RIGHT-OF-WAY POST, AND 1.4 M (4.6 FT) EAST OF UTILITY POLE NUMBER 132.
 QM0532'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QM0532'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 QM0532'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 QM0532
 QM0532                          STATION RECOVERY (2002)
 QM0532
 QM0532'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 QM0532'RECOVERED IN GOOD CONDITION. CORRECTION -- THE
 QM0532'YELLOW RIGHT-OF-WAY POST IS MADE OF METAL.  IT IS
 QM0532'ABOUT 0.1 MILE EAST OF WHITEYE LAKE ROAD.  TREES TO
 QM0532'THE NORTH WILL RESTRICT SATELLITE OBSERVATIONS.
 QM0532
 QM0532                          STATION RECOVERY (2004)
 QM0532
 QM0532'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0532'RECOVERED IN GOOD CONDITION.
 QM0532
 QM0532                          STATION RECOVERY (2005)
 QM0532
 QM0532'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0532'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0817 ***********************************************************************
 PN0817  DESIGNATION -  M 227
 PN0817  PID         -  PN0817
 PN0817  STATE/COUNTY-  WI/SHAWANO
 PN0817  USGS QUAD   -  KRAKOW (1974)
 PN0817
 PN0817                         *CURRENT SURVEY CONTROL
 PN0817  ___________________________________________________________________
 PN0817* NAD 83(1986)-  44 47 43.     (N)    088 15 04.     (W)     SCALED    
 PN0817* NAVD 88     -       241.126  (meters)     791.09   (feet)  ADJUSTED  
 PN0817  ___________________________________________________________________
 PN0817  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PN0817  DYNAMIC HT  -         241.098 (meters)     791.00  (feet)  COMP
 PN0817  MODELED GRAV-     980,493.5   (mgal)                       NAVD 88
 PN0817
 PN0817  VERT ORDER  -  FIRST     CLASS II
 PN0817
 PN0817.The horizontal coordinates were scaled from a topographic map and have
 PN0817.an estimated accuracy of +/- 6 seconds.
 PN0817
 PN0817.The orthometric height was determined by differential leveling
 PN0817.and adjusted by the National Geodetic Survey in June 1991..
 PN0817
 PN0817.The geoid height was determined by GEOID03.
 PN0817
 PN0817.The dynamic height is computed by dividing the NAVD 88
 PN0817.geopotential number by the normal gravity value computed on the
 PN0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0817.degrees latitude (g = 980.6199 gals.).
 PN0817
 PN0817.The modeled gravity was interpolated from observed gravity values.
 PN0817
 PN0817;                    North         East    Units  Estimated Accuracy
 PN0817;SPC WI C     -   108,380.      738,370.      MT  (+/- 180 meters Scaled)
 PN0817
 PN0817                          SUPERSEDED SURVEY CONTROL
 PN0817
 PN0817.No superseded survey control is available for this station.
 PN0817
 PN0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ010609(NAD 83)
 PN0817_MARKER: I = METAL ROD
 PN0817_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0817_SP_SET: STAINLESS STEEL ROD
 PN0817_STAMPING: M 227 1985
 PN0817_MARK LOGO: NGS   
 PN0817_PROJECTION: FLUSH
 PN0817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0817_ROD/PIPE-DEPTH: 3.7  meters
 PN0817
 PN0817  HISTORY     - Date     Condition        Report By
 PN0817  HISTORY     - 1985     MONUMENTED       NGS
 PN0817  HISTORY     - 20021115 MARK NOT FOUND   USPSQD
 PN0817  HISTORY     - 20040325 MARK NOT FOUND   USPSQD
 PN0817  HISTORY     - 20050715 MARK NOT FOUND   WIDT
 PN0817
 PN0817                          STATION DESCRIPTION
 PN0817
 PN0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0817'15.6 KM (9.7 MI) SOUTH FROM GILLETT.
 PN0817'15.6 KM (9.7 MI) SOUTHERLY ALONG STATE HIGHWAY 32 FROM ITS JUNCTION
 PN0817'WITH STATE HIGHWAY 22 IN GILLETT, 25.4 M (83.3 FT) WEST OF THE
 PN0817'CENTERLINE OF THE HIGHWAY, 11.5 M (37.7 FT) SOUTH OF THE CENTER OF
 PN0817'COUNTY ROAD E, 7.6 M (24.9 FT) WEST OF A UTILITY POLE WITH THREE GUY
 PN0817'WIRES, 6.3 M (20.7 FT) SOUTHEAST OF THE SOUTH END OF A 24-INCH PIPE
 PN0817'CULVERT, AND 1.0 M (3.3 FT) EAST OF THE EAST ONE OF THREE GUY WIRE
 PN0817'ANCHORS.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 PN0817'CAP.
 PN0817'THE MARK IS 0.2 METERS  N FROM  A WITNESS POST
 PN0817'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 PN0817
 PN0817                          STATION RECOVERY (2002)
 PN0817
 PN0817'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0817'NOT FOUND.  THE UTILITY POLE WAS REPLACED WITH A NEW UTILITY POLE WITH
 PN0817'3 GUY WIRES ERECTED IN A DIFFERENT LOCATION.  THERE IS NO WITNESS
 PN0817'POST.  A GAS PIPE LINE PASSES THROUGH THE AREA OF THE STATION.
 PN0817
 PN0817                          STATION RECOVERY (2004)
 PN0817
 PN0817'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN0817'MARK NOT FOUND.
 PN0817
 PN0817                          STATION RECOVERY (2005)
 PN0817
 PN0817'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0817'NOT FOUND.  ADD--MEASURED ALL DISTANCES, BUT RECOVERED NOTHING.
 PN0817'RECENT UTILITY AND SLOPE GRADING OF SHOULDER MAY HAVE DISTURBED OR
 PN0817'REMOVED MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0710 ***********************************************************************
 PN0710  DESIGNATION -  M 228
 PN0710  PID         -  PN0710
 PN0710  STATE/COUNTY-  WI/BROWN
 PN0710  USGS QUAD   -  GREEN BAY WEST (1992)
 PN0710
 PN0710                         *CURRENT SURVEY CONTROL
 PN0710  ___________________________________________________________________
 PN0710* NAD 83(1986)-  44 31 29.     (N)    088 04 11.     (W)     SCALED    
 PN0710* NAVD 88     -       197.001  (meters)     646.33   (feet)  ADJUSTED  
 PN0710  ___________________________________________________________________
 PN0710  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 PN0710  DYNAMIC HT  -         196.976 (meters)     646.25  (feet)  COMP
 PN0710  MODELED GRAV-     980,489.5   (mgal)                       NAVD 88
 PN0710
 PN0710  VERT ORDER  -  FIRST     CLASS II
 PN0710
 PN0710.The horizontal coordinates were scaled from a topographic map and have
 PN0710.an estimated accuracy of +/- 6 seconds.
 PN0710
 PN0710.The orthometric height was determined by differential leveling
 PN0710.and adjusted by the National Geodetic Survey in June 1991..
 PN0710
 PN0710.The geoid height was determined by GEOID03.
 PN0710
 PN0710.The dynamic height is computed by dividing the NAVD 88
 PN0710.geopotential number by the normal gravity value computed on the
 PN0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0710.degrees latitude (g = 980.6199 gals.).
 PN0710
 PN0710.The modeled gravity was interpolated from observed gravity values.
 PN0710
 PN0710;                    North         East    Units  Estimated Accuracy
 PN0710;SPC WI C     -    78,650.      753,430.      MT  (+/- 180 meters Scaled)
 PN0710
 PN0710                          SUPERSEDED SURVEY CONTROL
 PN0710
 PN0710.No superseded survey control is available for this station.
 PN0710
 PN0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ149307(NAD 83)
 PN0710_MARKER: I = METAL ROD
 PN0710_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0710_SP_SET: STAINLESS STEEL ROD
 PN0710_STAMPING: M 228 1985
 PN0710_MARK LOGO: NGS   
 PN0710_PROJECTION: FLUSH
 PN0710_MAGNETIC: I = MARKER IS A STEEL ROD
 PN0710_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0710+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 PN0710_ROD/PIPE-DEPTH: 24.4 meters
 PN0710
 PN0710  HISTORY     - Date     Condition        Report By
 PN0710  HISTORY     - 1985     MONUMENTED       NGS
 PN0710  HISTORY     - 19940519 GOOD             WI-009
 PN0710  HISTORY     - 20030611 GOOD             USPSQD
 PN0710  HISTORY     - 20040712 GOOD             USPSQD
 PN0710  HISTORY     - 20050722 GOOD             USPSQD
 PN0710  HISTORY     - 20050809 GOOD             WIDT
 PN0710
 PN0710                          STATION DESCRIPTION
 PN0710
 PN0710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0710'IN GREEN BAY.
 PN0710'IN GREEN BAY, AT 1701 WEST MASON STREET, NEAR THE NORTHEAST CORNER OF
 PN0710'FIREMAN PARK, 58.2 M (190.9 FT) WEST-NORTHWEST OF THE NORTHWEST CORNER
 PN0710'OF FIRE STATION NUMBER 6, 15.7 M (51.5 FT) SOUTH OF THE CENTERLINE OF
 PN0710'THE STREET, 10.4 M (34.1 FT) WEST OF THE CENTER OF A DRIVEWAY, AND 0.7
 PN0710'M (2.3 FT) WEST OF THE EAST END OF A FENCE.  NOTE--ACCESS TO DATUM
 PN0710'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PN0710'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 PN0710'THE MARK IS 0.6 M ABOVE THE STREET.
 PN0710
 PN0710                          STATION RECOVERY (1994)
 PN0710
 PN0710'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0710'RECOVERED AS DESCRIBED.
 PN0710
 PN0710                          STATION RECOVERY (2003)
 PN0710
 PN0710'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0710'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS WEST OF THE EXIT
 PN0710'DRIVEWAY FROM A FIRE STATION, 11.5 FEET WEST-NORTHWEST OF A -DO NOT
 PN0710'ENTER- SIGN POST, AND 1 INCH UNDER THE GROUND SURFACE.
 PN0710
 PN0710                          STATION RECOVERY (2004)
 PN0710
 PN0710'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWS)
 PN0710'NEXT TO WITNESS POST AND DRIVE INTO THE FIRE STATION ON WEST SIDE.
 PN0710
 PN0710                          STATION RECOVERY (2005)
 PN0710
 PN0710'RECOVERY NOTE BY US POWER SQUADRON 2005 (RWS)
 PN0710'RECOVERED IN GOOD CONDITION.
 PN0710
 PN0710                          STATION RECOVERY (2005)
 PN0710
 PN0710'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0710'RECOVERED IN GOOD CONDITION.  --NOTE-- THERE IS A POWER LINE
 PN0710'OBSTRUCTION OVERHEAD TO 75 DEGREES ABOVE THE HORIZON TO THE NORTH, AND
 PN0710'A SIGN POST OBSTRUCTION OF 25 DEGREES ABOVE THE HORIZON TO THE
 PN0710'SOUTHEAST.  THE REST OF THE HORIZON IS CLEAR ABOVE 15 DEGREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0321 ***********************************************************************
 PN0321  DESIGNATION -  M 23
 PN0321  PID         -  PN0321
 PN0321  STATE/COUNTY-  WI/SHAWANO
 PN0321  USGS QUAD   -  THORNTON (1982)
 PN0321
 PN0321                         *CURRENT SURVEY CONTROL
 PN0321  ___________________________________________________________________
 PN0321* NAD 83(1986)-  44 47 57.     (N)    088 41 26.     (W)     SCALED    
 PN0321* NAVD 88     -       261.978  (meters)     859.51   (feet)  ADJUSTED  
 PN0321  ___________________________________________________________________
 PN0321  GEOID HEIGHT-         -36.07  (meters)                     GEOID03
 PN0321  DYNAMIC HT  -         261.943 (meters)     859.39  (feet)  COMP
 PN0321  MODELED GRAV-     980,478.7   (mgal)                       NAVD 88
 PN0321
 PN0321  VERT ORDER  -  SECOND    CLASS 0
 PN0321
 PN0321.The horizontal coordinates were scaled from a topographic map and have
 PN0321.an estimated accuracy of +/- 6 seconds.
 PN0321
 PN0321.The orthometric height was determined by differential leveling
 PN0321.and adjusted by the National Geodetic Survey in June 1991..
 PN0321
 PN0321.The geoid height was determined by GEOID03.
 PN0321
 PN0321.The dynamic height is computed by dividing the NAVD 88
 PN0321.geopotential number by the normal gravity value computed on the
 PN0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0321.degrees latitude (g = 980.6199 gals.).
 PN0321
 PN0321.The modeled gravity was interpolated from observed gravity values.
 PN0321
 PN0321;                    North         East    Units  Estimated Accuracy
 PN0321;SPC WI C     -   108,160.      703,600.      MT  (+/- 180 meters Scaled)
 PN0321
 PN0321                          SUPERSEDED SURVEY CONTROL
 PN0321
 PN0321  NGVD 29 (??/??/92)  262.004  (m)          859.59   (f) ADJ UNCH    2 0
 PN0321
 PN0321.Superseded values are not recommended for survey control.
 PN0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0321.See file dsdata.txt to determine how the superseded data were derived.
 PN0321
 PN0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ662620(NAD 83)
 PN0321_MARKER: DB = BENCH MARK DISK
 PN0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0321+STABILITY: SURFACE MOTION
 PN0321
 PN0321  HISTORY     - Date     Condition        Report By
 PN0321  HISTORY     - UNK      MONUMENTED       CGS
 PN0321  HISTORY     - 1934     GOOD             NGS
 PN0321  HISTORY     - 20040401 POOR             GEOCAC
 PN0321  HISTORY     - 20050711 MARK NOT FOUND   WIDT
 PN0321
 PN0321                          STATION DESCRIPTION
 PN0321
 PN0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PN0321'AT THORNTON.
 PN0321'ALONG CHICAGO AND NORTH-WESTERN RY., 55 YDS. E. OF THORNTON
 PN0321'STATION AND 0.25 MILE W. OF MP 42.  MARK IS AT FENCE, 22 YDS. S.
 PN0321'OF CENTERLINE OF TRACK, 15 YDS. E. OF CENTERLINE OF GRAVEL ROAD
 PN0321'AND 6 YDS. E. OF CORNER FENCE POST.
 PN0321
 PN0321                          STATION RECOVERY (2004)
 PN0321
 PN0321'RECOVERY NOTE BY GEOCACHING 2004 (RFC)
 PN0321'MONUMENT IS LEANING.
 PN0321
 PN0321                          STATION RECOVERY (2005)
 PN0321
 PN0321'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0321'NOT FOUND.  ADD--BOTH THE RAILROAD TRACKS AND THE THORNTON STATION
 PN0321'HAVE BEEN REMOVED, NO EVIDENCE OF MONUMENT WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0727 ***********************************************************************
 ON0727  DESIGNATION -  M 230
 ON0727  PID         -  ON0727
 ON0727  STATE/COUNTY-  WI/LA CROSSE
 ON0727  USGS QUAD   -  BANGOR (1983)
 ON0727
 ON0727                         *CURRENT SURVEY CONTROL
 ON0727  ___________________________________________________________________
 ON0727* NAD 83(1986)-  43 53 56.     (N)    090 55 11.     (W)     SCALED    
 ON0727* NAVD 88     -       233.444  (meters)     765.89   (feet)  ADJUSTED  
 ON0727  ___________________________________________________________________
 ON0727  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 ON0727  DYNAMIC HT  -         233.399 (meters)     765.74  (feet)  COMP
 ON0727  MODELED GRAV-     980,421.7   (mgal)                       NAVD 88
 ON0727
 ON0727  VERT ORDER  -  FIRST     CLASS II
 ON0727
 ON0727.The horizontal coordinates were scaled from a topographic map and have
 ON0727.an estimated accuracy of +/- 6 seconds.
 ON0727
 ON0727.The orthometric height was determined by differential leveling
 ON0727.and adjusted by the National Geodetic Survey in June 1991..
 ON0727
 ON0727.The geoid height was determined by GEOID03.
 ON0727
 ON0727.The dynamic height is computed by dividing the NAVD 88
 ON0727.geopotential number by the normal gravity value computed on the
 ON0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0727.degrees latitude (g = 980.6199 gals.).
 ON0727
 ON0727.The modeled gravity was interpolated from observed gravity values.
 ON0727
 ON0727;                    North         East    Units  Estimated Accuracy
 ON0727;SPC WI S     -   211,360.      526,110.      MT  (+/- 180 meters Scaled)
 ON0727
 ON0727                          SUPERSEDED SURVEY CONTROL
 ON0727
 ON0727.No superseded survey control is available for this station.
 ON0727
 ON0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ670627(NAD 83)
 ON0727_MARKER: DB = BENCH MARK DISK
 ON0727_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ON0727_SP_SET: PIER
 ON0727_STAMPING: M 230 1985
 ON0727_MARK LOGO: NGS   
 ON0727_MAGNETIC: N = NO MAGNETIC MATERIAL
 ON0727_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ON0727+STABILITY: POSITION/ELEVATION WELL
 ON0727_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0727+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2004
 ON0727
 ON0727  HISTORY     - Date     Condition        Report By
 ON0727  HISTORY     - 1985     MONUMENTED       NGS
 ON0727  HISTORY     - 20030519 GOOD             USPSQD
 ON0727  HISTORY     - 20041008 GOOD             WIDT
 ON0727
 ON0727                          STATION DESCRIPTION
 ON0727
 ON0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ON0727'11.2 KM (6.95 MI) WEST FROM SPARTA.
 ON0727'0.8 KM (0.5 MI) WEST ALONG STATE HIGHWAY 16 FROM ITS JUNCTION WITH
 ON0727'STATE HIGHWAY 21 IN SPARTA, THENCE 2.1 KM (1.3 MI) SOUTHERLY ALONG
 ON0727'STATE HIGHWAY 27, THENCE 8.3 KM (5.15 MI) WESTERLY ALONG INTERSTATE
 ON0727'HIGHWAY 90, SET VERTICALLY IN THE WEST FACE OF THE MOST EASTERLY 1 OF
 ON0727'3 COLUMNS OF THE CENTER PIER OF STATE HIGHWAY J OVERPASS OF THE
 ON0727'HIGHWAY, 12.9 M (42.3 FT) NORTH OF THE CENTERLINE OF THE EASTBOUND
 ON0727'LANES OF THE HIGHWAY, AND 12.6 M (41.3 FT) SOUTH OF THE CENTERLINE THE
 ON0727'WESTBOUND LANES OF THE HIGHWAY.
 ON0727'THE MARK IS 1.4 M ABOVE THE GROUND.
 ON0727
 ON0727                          STATION RECOVERY (2003)
 ON0727
 ON0727'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 ON0727'RECOVERED IN GOOD CONDITION.  THE CONCRETE OVERPASS OBSTRUCTS
 ON0727'SATELLITE OBSERVATIONS.
 ON0727
 ON0727                          STATION RECOVERY (2004)
 ON0727
 ON0727'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 ON0727'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 ON0727'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 WITH STATE HIGHWAY
 ON0727'162 ABOUT 1 MI (1.61 KM) SOUTHWEST OF BANGOR, GO EAST ON INTERSTATE
 ON0727'HIGHWAY 90 FOR 4.2 MI (6.76 KM) TO THE COUNTY HIGHWAY J OVERPASS AND
 ON0727'THE STATION ON THE LEFT.  THE STATION IS A BRONZE NATIONAL GEODETIC
 ON0727'SURVEY VERTICAL CONTROL DISK SET IN THE WEST FACE OF THE EASTERNMOST 1
 ON0727'OF 3 PIER BRIDGE SUPPORTS ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 ON0727'STATION IS 13.1 M (43.0 FT) NORTH OF THE CENTERLINE OF THE EASTBOUND
 ON0727'LANES OF INTERSTATE HIGHWAY 90, 12.4 M (40.7 FT) SOUTH OF THE
 ON0727'CENTERLINE OF THE WESTBOUND LANES OF INTERSTATE HIGHWAY 90 AND 27.2 M
 ON0727'(89.2 FT) SOUTHEAST OF A WOOD POST FOR A MI (1.61 KM) MARKER --20--
 ON0727'SIGN.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS OBSERVATION DUE
 ON0727'TO BEING SET VERTICALLY UNDER A BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0490 ***********************************************************************
 PO0490  DESIGNATION -  M 231
 PO0490  PID         -  PO0490
 PO0490  STATE/COUNTY-  WI/JUNEAU
 PO0490  USGS QUAD   -  NECEDAH (1969)
 PO0490
 PO0490                         *CURRENT SURVEY CONTROL
 PO0490  ___________________________________________________________________
 PO0490* NAD 83(1986)-  44 05 51.     (N)    090 06 36.     (W)     SCALED    
 PO0490* NAVD 88     -       280.270  (meters)     919.52   (feet)  ADJUSTED  
 PO0490  ___________________________________________________________________
 PO0490  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 PO0490  DYNAMIC HT  -         280.212 (meters)     919.33  (feet)  COMP
 PO0490  MODELED GRAV-     980,403.5   (mgal)                       NAVD 88
 PO0490
 PO0490  VERT ORDER  -  FIRST     CLASS II
 PO0490
 PO0490.The horizontal coordinates were scaled from a topographic map and have
 PO0490.an estimated accuracy of +/- 6 seconds.
 PO0490
 PO0490.The orthometric height was determined by differential leveling
 PO0490.and adjusted by the National Geodetic Survey in June 1991..
 PO0490
 PO0490.The geoid height was determined by GEOID03.
 PO0490
 PO0490.The dynamic height is computed by dividing the NAVD 88
 PO0490.geopotential number by the normal gravity value computed on the
 PO0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0490.degrees latitude (g = 980.6199 gals.).
 PO0490
 PO0490.The modeled gravity was interpolated from observed gravity values.
 PO0490
 PO0490;                    North         East    Units  Estimated Accuracy
 PO0490;SPC WI S     -   233,030.      591,190.      MT  (+/- 180 meters Scaled)
 PO0490
 PO0490                          SUPERSEDED SURVEY CONTROL
 PO0490
 PO0490.No superseded survey control is available for this station.
 PO0490
 PO0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ313867(NAD 83)
 PO0490_MARKER: F = FLANGE-ENCASED ROD
 PO0490_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PO0490_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 PO0490_STAMPING: M 231 1985
 PO0490_MARK LOGO: NGS   
 PO0490_PROJECTION: FLUSH
 PO0490_MAGNETIC: I = MARKER IS A STEEL ROD
 PO0490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PO0490_ROD/PIPE-DEPTH: 30.5 meters
 PO0490_SLEEVE-DEPTH  : 6.1 meters
 PO0490
 PO0490  HISTORY     - Date     Condition        Report By
 PO0490  HISTORY     - 1985     MONUMENTED       NGS
 PO0490  HISTORY     - 2004     GOOD             WIDT
 PO0490
 PO0490                          STATION DESCRIPTION
 PO0490
 PO0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PO0490'8.6 KM (5.35 MI) NORTH FROM NECEDAH.
 PO0490'8.6 KM (5.35 MI) NORTHERLY ALONG STATE HIGHWAY 80 FROM ITS JUNCTION
 PO0490'WITH STATE HIGHWAY 21 IN NECEDAH, 21.9 M (71.9 FT) EAST OF THE
 PO0490'CENTERLINE OF THE HIGHWAY, 16.2 M (53.1 FT) NORTH OF THE CENTER OF
 PO0490'14TH STREET WEST, AND 15.8 M (51.8 FT) WEST OF THE NEAR RAIL OF THE
 PO0490'CHICAGO, MILWAUKEE, ST PAUL, AND PACIFIC RAILROAD.  NOTE--ACCESS TO
 PO0490'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PO0490'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 PO0490'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 PO0490
 PO0490                          STATION RECOVERY (2004)
 PO0490
 PO0490'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 PO0490'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0026 ***********************************************************************
 QM0026  DESIGNATION -  M 24
 QM0026  PID         -  QM0026
 QM0026  STATE/COUNTY-  WI/MARINETTE
 QM0026  USGS QUAD   -  DUNBAR NE (1981)
 QM0026
 QM0026                         *CURRENT SURVEY CONTROL
 QM0026  ___________________________________________________________________
 QM0026* NAD 83(1986)-  45 39 06.     (N)    088 06 47.     (W)     SCALED    
 QM0026* NAVD 88     -       351.784  (meters)    1154.14   (feet)  ADJUSTED  
 QM0026  ___________________________________________________________________
 QM0026  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 QM0026  DYNAMIC HT  -         351.759 (meters)    1154.06  (feet)  COMP
 QM0026  MODELED GRAV-     980,533.8   (mgal)                       NAVD 88
 QM0026
 QM0026  VERT ORDER  -  SECOND    CLASS 0
 QM0026
 QM0026.The horizontal coordinates were scaled from a topographic map and have
 QM0026.an estimated accuracy of +/- 6 seconds.
 QM0026
 QM0026.The orthometric height was determined by differential leveling
 QM0026.and adjusted by the National Geodetic Survey in June 1991..
 QM0026
 QM0026.The geoid height was determined by GEOID03.
 QM0026
 QM0026.The dynamic height is computed by dividing the NAVD 88
 QM0026.geopotential number by the normal gravity value computed on the
 QM0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0026.degrees latitude (g = 980.6199 gals.).
 QM0026
 QM0026.The modeled gravity was interpolated from observed gravity values.
 QM0026
 QM0026;                    North         East    Units  Estimated Accuracy
 QM0026;SPC WI C     -   203,770.      747,080.      MT  (+/- 180 meters Scaled)
 QM0026
 QM0026                          SUPERSEDED SURVEY CONTROL
 QM0026
 QM0026  NGVD 29 (??/??/92)  351.770  (m)         1154.10   (f) ADJ UNCH    2 0
 QM0026
 QM0026.Superseded values are not recommended for survey control.
 QM0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0026.See file dsdata.txt to determine how the superseded data were derived.
 QM0026
 QM0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR132559(NAD 83)
 QM0026_MARKER: DB = BENCH MARK DISK
 QM0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0026_STAMPING: M 24 1934
 QM0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0026+STABILITY: SURFACE MOTION
 QM0026_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0026+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2005
 QM0026
 QM0026  HISTORY     - Date     Condition        Report By
 QM0026  HISTORY     - 1934     MONUMENTED       CGS
 QM0026  HISTORY     - 20051130 GOOD             WIDT
 QM0026
 QM0026                          STATION DESCRIPTION
 QM0026
 QM0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QM0026'6.5 MI W FROM PEMBINE.
 QM0026'6.5 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QM0026'MARIE RAILROAD FROM THE STATION AT PEMBINE, 115 FEET WEST OF
 QM0026'MILEPOST 283, 30 FEET SOUTH OF THE CENTERLINE OF THE MAIN
 QM0026'TRACK, AND 30 FEET EAST OF A POLE.  A STANDARD DISK, STAMPED
 QM0026'M 24 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QM0026
 QM0026                          STATION RECOVERY (2005)
 QM0026
 QM0026'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0026'RECOVERED IN GOOD CONDITION.  ADD- THE STATION IS 0.3 M NORTH OF AN
 QM0026'ORANGE FIBERGLASS WITNESS POST, AND PROTRUDES 53 CM ABOVE THE GROUND.
 QM0026'NOTE THE STATION WAS HEAVED BY COMBINATION OF FROST AND THE ROOT
 QM0026'STRUCTURE OF THE ADJACENT PINE TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0167 ***********************************************************************
 QM0167  DESIGNATION -  M 25
 QM0167  PID         -  QM0167
 QM0167  STATE/COUNTY-  WI/FOREST
 QM0167  USGS QUAD   -  NEWALD (1981)
 QM0167
 QM0167                         *CURRENT SURVEY CONTROL
 QM0167  ___________________________________________________________________
 QM0167* NAD 83(1986)-  45 44 03.     (N)    088 41 46.     (W)     SCALED    
 QM0167* NAVD 88     -       489.466  (meters)    1605.86   (feet)  ADJUSTED  
 QM0167  ___________________________________________________________________
 QM0167  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 QM0167  DYNAMIC HT  -         489.440 (meters)    1605.77  (feet)  COMP
 QM0167  MODELED GRAV-     980,546.7   (mgal)                       NAVD 88
 QM0167
 QM0167  VERT ORDER  -  SECOND    CLASS 0
 QM0167
 QM0167.The horizontal coordinates were scaled from a topographic map and have
 QM0167.an estimated accuracy of +/- 6 seconds.
 QM0167
 QM0167.The orthometric height was determined by differential leveling
 QM0167.and adjusted by the National Geodetic Survey in June 1991..
 QM0167
 QM0167.The geoid height was determined by GEOID03.
 QM0167
 QM0167.The dynamic height is computed by dividing the NAVD 88
 QM0167.geopotential number by the normal gravity value computed on the
 QM0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0167.degrees latitude (g = 980.6199 gals.).
 QM0167
 QM0167.The modeled gravity was interpolated from observed gravity values.
 QM0167
 QM0167;                    North         East    Units  Estimated Accuracy
 QM0167;SPC WI N     -    63,910.      701,480.      MT  (+/- 180 meters Scaled)
 QM0167
 QM0167                          SUPERSEDED SURVEY CONTROL
 QM0167
 QM0167  NGVD 29 (??/??/92)  489.450  (m)         1605.80   (f) ADJ UNCH    2 0
 QM0167
 QM0167.Superseded values are not recommended for survey control.
 QM0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0167.See file dsdata.txt to determine how the superseded data were derived.
 QM0167
 QM0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR680659(NAD 83)
 QM0167_MARKER: DB = BENCH MARK DISK
 QM0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0167+STABILITY: SURFACE MOTION
 QM0167
 QM0167  HISTORY     - Date     Condition        Report By
 QM0167  HISTORY     - UNK      MONUMENTED       CGS
 QM0167  HISTORY     - 1934     GOOD             NGS
 QM0167  HISTORY     - 1963     MARK NOT FOUND   USGS
 QM0167  HISTORY     - 20051114 MARK NOT FOUND   WIDT
 QM0167
 QM0167                          STATION DESCRIPTION
 QM0167
 QM0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QM0167'AT NEWALD.
 QM0167'AT SOUTH LIMITS OF NEWALD, ON CENTER LINE OF HIGHWAY 139 TO WEST,
 QM0167'ON CENTER LINE OF HIGHWAY 139 TO SOUTH.
 QM0167
 QM0167                          STATION RECOVERY (1963)
 QM0167
 QM0167'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 QM0167'MARK NOT FOUND.
 QM0167
 QM0167                          STATION RECOVERY (2005)
 QM0167
 QM0167'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0167'MARK NOT FOUND.  THE STATION FALLS UNDERNEATH THE PAVEMENT OF STATE
 QM0167'HIGHWAY 139, AND SHOULD BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0168 ***********************************************************************
 QM0168  DESIGNATION -  M 25 RESET 1948
 QM0168  PID         -  QM0168
 QM0168  STATE/COUNTY-  WI/FOREST
 QM0168  USGS QUAD   -  NEWALD (1981)
 QM0168
 QM0168                         *CURRENT SURVEY CONTROL
 QM0168  ___________________________________________________________________
 QM0168* NAD 83(1986)-  45 44 02.     (N)    088 41 45.     (W)     SCALED    
 QM0168* NAVD 88     -       488.98   (meters)    1604.3    (feet)  RESET     
 QM0168  ___________________________________________________________________
 QM0168  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 QM0168
 QM0168  VERT ORDER  -  THIRD
 QM0168
 QM0168.The horizontal coordinates were scaled from a topographic map and have
 QM0168.an estimated accuracy of +/- 6 seconds.
 QM0168
 QM0168.The orthometric height was computed from unverified reset data.
 QM0168.No vertical observational check was made to the station.
 QM0168
 QM0168.The geoid height was determined by GEOID03.
 QM0168
 QM0168;                    North         East    Units  Estimated Accuracy
 QM0168;SPC WI N     -    63,880.      701,500.      MT  (+/- 180 meters Scaled)
 QM0168
 QM0168                          SUPERSEDED SURVEY CONTROL
 QM0168
 QM0168  NGVD 29 (??/??/??)  488.97   (m)         1604.2    (f) RESET       3  
 QM0168
 QM0168.Superseded values are not recommended for survey control.
 QM0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0168.See file dsdata.txt to determine how the superseded data were derived.
 QM0168
 QM0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR680658(NAD 83)
 QM0168_MARKER: DB = BENCH MARK DISK
 QM0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0168_STAMPING: M 25 RESET 1948
 QM0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0168+STABILITY: SURFACE MOTION
 QM0168
 QM0168  HISTORY     - Date     Condition        Report By
 QM0168  HISTORY     - 1948     MONUMENTED       WIHD
 QM0168  HISTORY     - 20051114 MARK NOT FOUND   WIDT
 QM0168
 QM0168                          STATION DESCRIPTION
 QM0168
 QM0168'DESCRIBED BY WI HIGHWAY DEPT 1948
 QM0168'0.5 MI SE FROM NEWALD.
 QM0168'0.5 MILE SOUTHEAST OF NEWALD, FOREST COUNTY, ON STATE HIGHWAY
 QM0168'139, AT THE JUNCTION OF A ROAD LEADING WEST TO THE SOUTH END
 QM0168'OF TOWN, AND 50 FEET NORTHWEST OF THE CENTER OF THE JUNCTION.
 QM0168'A STANDARD DISK, STAMPED M 25 RESET 1948 AND SET IN THE TOP OF
 QM0168'A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 QM0168
 QM0168                          STATION RECOVERY (2005)
 QM0168
 QM0168'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0168'MARK NOT FOUND. THE RIGHT OF WAY AREA WHERE THE STATION WAS SET HAS
 QM0168'BEEN REGRADED. NO EVIDENCE OF THE STATION WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0316 ***********************************************************************
 QL0316  DESIGNATION -  M 26
 QL0316  PID         -  QL0316
 QL0316  STATE/COUNTY-  WI/MARINETTE
 QL0316  USGS QUAD   -  WAUSAUKEE NORTH (1982)
 QL0316
 QL0316                         *CURRENT SURVEY CONTROL
 QL0316  ___________________________________________________________________
 QL0316* NAD 83(1986)-  45 28 39.     (N)    087 59 24.     (W)     SCALED    
 QL0316* NAVD 88     -       259.335  (meters)     850.83   (feet)  ADJUSTED  
 QL0316  ___________________________________________________________________
 QL0316  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 QL0316  DYNAMIC HT  -         259.320 (meters)     850.79  (feet)  COMP
 QL0316  MODELED GRAV-     980,549.7   (mgal)                       NAVD 88
 QL0316
 QL0316  VERT ORDER  -  SECOND    CLASS 0
 QL0316
 QL0316.The horizontal coordinates were scaled from a topographic map and have
 QL0316.an estimated accuracy of +/- 6 seconds.
 QL0316
 QL0316.The orthometric height was determined by differential leveling
 QL0316.and adjusted by the National Geodetic Survey in June 1991..
 QL0316
 QL0316.The geoid height was determined by GEOID03.
 QL0316
 QL0316.The dynamic height is computed by dividing the NAVD 88
 QL0316.geopotential number by the normal gravity value computed on the
 QL0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0316.degrees latitude (g = 980.6199 gals.).
 QL0316
 QL0316.The modeled gravity was interpolated from observed gravity values.
 QL0316
 QL0316;                    North         East    Units  Estimated Accuracy
 QL0316;SPC WI C     -   184,650.      757,140.      MT  (+/- 180 meters Scaled)
 QL0316
 QL0316                          SUPERSEDED SURVEY CONTROL
 QL0316
 QL0316  NGVD 29 (??/??/92)  259.344  (m)          850.86   (f) ADJ UNCH    2 0
 QL0316
 QL0316.Superseded values are not recommended for survey control.
 QL0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0316.See file dsdata.txt to determine how the superseded data were derived.
 QL0316
 QL0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR226364(NAD 83)
 QL0316_MARKER: DB = BENCH MARK DISK
 QL0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0316_STAMPING: M 26 1934
 QL0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0316+STABILITY: SURFACE MOTION
 QL0316
 QL0316  HISTORY     - Date     Condition        Report By
 QL0316  HISTORY     - 1934     MONUMENTED       CGS
 QL0316  HISTORY     - 20051129 MARK NOT FOUND   WIDT
 QL0316
 QL0316                          STATION DESCRIPTION
 QL0316
 QL0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QL0316'11.2 MI S FROM PEMBINE.
 QL0316'11.2 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QL0316'PACIFIC RAILROAD FROM THE STATION AT PEMBINE, MARINETTE COUNTY,
 QL0316'AT MILEAGE 266.3, 18 FEET NORTH OF A PRIVATE-ROAD CROSSING, 17
 QL0316'FEET EAST OF THE CENTERLINE OF THE MAIN TRACK, AND 33 FEET
 QL0316'NORTHWEST OF A POLE.  A STANDARD DISK, STAMPED M 26 1934 AND SET
 QL0316'IN THE TOP OF A CONCRETE POST.
 QL0316
 QL0316                          STATION RECOVERY (2005)
 QL0316
 QL0316'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QL0316'MARK NOT FOUND.  ADD RECOVERED THE TELEGRAPH POLE AND INTERSECTED THE
 QL0316'PUBLISHED DISTANCES FROM THE POLE AND THE CENTERLINE OF THE TRACK, BUT
 QL0316'RECOVERED NO EVIDENCE OF THE STATION.  NOTE THE OLD ROAD CROSSING HAS
 QL0316'BEEN REMOVED AND A TEMPORARY CROSSING FOR LOGGING PURPOSES APPEARS TO
 QL0316'BE SHIFTED MORE TO THE SOUTH THAN PREVIOUSLY STATED.
 QL0316' NOTE--THE OLD TOWN ROAD TOWARD THE EAST FROM US HIGHWAY 141 NO LONGER
 QL0316'EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0280 ***********************************************************************
 QM0280  DESIGNATION -  M 28
 QM0280  PID         -  QM0280
 QM0280  STATE/COUNTY-  WI/LANGLADE
 QM0280  USGS QUAD   -  ANIWA (1973)
 QM0280
 QM0280                         *CURRENT SURVEY CONTROL
 QM0280  ___________________________________________________________________
 QM0280* NAD 83(1986)-  45 03 29.     (N)    089 11 10.     (W)     SCALED    
 QM0280* NAVD 88     -       444.674  (meters)    1458.90   (feet)  ADJUSTED  
 QM0280  ___________________________________________________________________
 QM0280  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 QM0280  DYNAMIC HT  -         444.609 (meters)    1458.69  (feet)  COMP
 QM0280  MODELED GRAV-     980,457.2   (mgal)                       NAVD 88
 QM0280
 QM0280  VERT ORDER  -  SECOND    CLASS 0
 QM0280
 QM0280.The horizontal coordinates were scaled from a topographic map and have
 QM0280.an estimated accuracy of +/- 6 seconds.
 QM0280
 QM0280.The orthometric height was determined by differential leveling
 QM0280.and adjusted by the National Geodetic Survey in June 1991..
 QM0280
 QM0280.The geoid height was determined by GEOID03.
 QM0280
 QM0280.The dynamic height is computed by dividing the NAVD 88
 QM0280.geopotential number by the normal gravity value computed on the
 QM0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0280.degrees latitude (g = 980.6199 gals.).
 QM0280
 QM0280.The modeled gravity was interpolated from observed gravity values.
 QM0280
 QM0280;                    North         East    Units  Estimated Accuracy
 QM0280;SPC WI C     -   136,410.      664,100.      MT  (+/- 180 meters Scaled)
 QM0280
 QM0280                          SUPERSEDED SURVEY CONTROL
 QM0280
 QM0280  NGVD 29 (??/??/92)  444.674  (m)         1458.90   (f) ADJ UNCH    2 0
 QM0280
 QM0280.Superseded values are not recommended for survey control.
 QM0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0280.See file dsdata.txt to determine how the superseded data were derived.
 QM0280
 QM0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ278917(NAD 83)
 QM0280_MARKER: DB = BENCH MARK DISK
 QM0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0280+STABILITY: SURFACE MOTION
 QM0280
 QM0280  HISTORY     - Date     Condition        Report By
 QM0280  HISTORY     - UNK      MONUMENTED       CGS
 QM0280  HISTORY     - 1934     GOOD             NGS
 QM0280  HISTORY     - 1973     MARK NOT FOUND   USGS
 QM0280  HISTORY     - 20040324 MARK NOT FOUND   USPSQD
 QM0280  HISTORY     - 20050824 MARK NOT FOUND   WIDT
 QM0280
 QM0280                          STATION DESCRIPTION
 QM0280
 QM0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QM0280'0.2 MI S FROM ELMHURST.
 QM0280'0.25 MILE S OF ELMHURST ALONG CHICAGO AND NORTH-WESTERN RY., 0.4
 QM0280'MILE N. OF MP 201.  MARK IS AT FENCE, 16 YDS. W. OF CENTERLINE OF
 QM0280'MAIN TRACK, 26 YDS. S. OF CENTERLINE OF CROSSING AND 9 YDS. S.
 QM0280'OF CORNER FENCE POST.
 QM0280
 QM0280                          STATION RECOVERY (1973)
 QM0280
 QM0280'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 QM0280'MARK NOT FOUND.
 QM0280
 QM0280                          STATION RECOVERY (2004)
 QM0280
 QM0280'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 QM0280'MARK NOT FOUND.
 QM0280
 QM0280                          STATION RECOVERY (2005)
 QM0280
 QM0280'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0280'MARK NOT FOUND. ADD--THE PUBLISHED DIMMENSIONS PLACE THE LOCATION OF
 QM0280'THE STATION IN A HORSE PASTURE THAT HAS HAD SOME GRADE WORK DONE TO
 QM0280'IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0221 ***********************************************************************
 QM0221  DESIGNATION -  M 29
 QM0221  PID         -  QM0221
 QM0221  STATE/COUNTY-  WI/ONEIDA
 QM0221  USGS QUAD   -  MONICO (1965)
 QM0221
 QM0221                         *CURRENT SURVEY CONTROL
 QM0221  ___________________________________________________________________
 QM0221* NAD 83(1986)-  45 34 30.     (N)    089 09 19.     (W)     SCALED    
 QM0221* NAVD 88     -       487.049  (meters)    1597.93   (feet)  ADJUSTED  
 QM0221  ___________________________________________________________________
 QM0221  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 QM0221  DYNAMIC HT  -         487.016 (meters)    1597.82  (feet)  COMP
 QM0221  MODELED GRAV-     980,532.0   (mgal)                       NAVD 88
 QM0221
 QM0221  VERT ORDER  -  SECOND    CLASS 0
 QM0221
 QM0221.The horizontal coordinates were scaled from a topographic map and have
 QM0221.an estimated accuracy of +/- 6 seconds.
 QM0221
 QM0221.The orthometric height was determined by differential leveling
 QM0221.and adjusted by the National Geodetic Survey in June 1991..
 QM0221
 QM0221.The geoid height was determined by GEOID03.
 QM0221
 QM0221.The dynamic height is computed by dividing the NAVD 88
 QM0221.geopotential number by the normal gravity value computed on the
 QM0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0221.degrees latitude (g = 980.6199 gals.).
 QM0221
 QM0221.The modeled gravity was interpolated from observed gravity values.
 QM0221
 QM0221;                    North         East    Units  Estimated Accuracy
 QM0221;SPC WI N     -    45,730.      665,930.      MT  (+/- 180 meters Scaled)
 QM0221
 QM0221                          SUPERSEDED SURVEY CONTROL
 QM0221
 QM0221  NGVD 29 (??/??/92)  487.037  (m)         1597.89   (f) ADJ UNCH    2 0
 QM0221
 QM0221.Superseded values are not recommended for survey control.
 QM0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0221.See file dsdata.txt to determine how the superseded data were derived.
 QM0221
 QM0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR318490(NAD 83)
 QM0221_MARKER: DB = BENCH MARK DISK
 QM0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0221+STABILITY: SURFACE MOTION
 QM0221
 QM0221  HISTORY     - Date     Condition        Report By
 QM0221  HISTORY     - UNK      MONUMENTED       CGS
 QM0221  HISTORY     - 1934     GOOD             NGS
 QM0221  HISTORY     - 1963     MARK NOT FOUND   USGS
 QM0221  HISTORY     - 20050818 MARK NOT FOUND   WIDT
 QM0221
 QM0221                          STATION DESCRIPTION
 QM0221
 QM0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QM0221'AT MONICO.
 QM0221'ALONG CHICAGO AND NORTHWESTERN RY. 73 YDS. N. OF MONICO
 QM0221'TRACK, 11 YDS. E. OF CENTER LINE OF ASHLAND MAIN TRACK AND
 QM0221'9 YDS. N. OF CENTER LINE OF CROSSING (U.S. HIGHWAY NO. 8 AND
 QM0221'WISCONSIN HIGHWAY NO. 26.)
 QM0221
 QM0221                          STATION RECOVERY (1963)
 QM0221
 QM0221'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 QM0221'MARK NOT FOUND.
 QM0221
 QM0221                          STATION RECOVERY (2005)
 QM0221
 QM0221'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0221'MARK NOT FOUND.  ADD--AREA DESCRIBED IN ORIGINAL DESCRIPTION PLACES
 QM0221'MONUMENT IN AREA THAT MAY HAVE BEEN REGRADED WHEN UNITED STATES
 QM0221'HIGHWAY 8 WAS ELEVATED ABOVE THE OLD RAILROAD GRADES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0306 ***********************************************************************
 NG0306  DESIGNATION -  M 3
 NG0306  PID         -  NG0306
 NG0306  STATE/COUNTY-  WI/RACINE
 NG0306  USGS QUAD   -  STURTEVANT (1994)
 NG0306
 NG0306                         *CURRENT SURVEY CONTROL
 NG0306  ___________________________________________________________________
 NG0306* NAD 83(1986)-  42 42 02.     (N)    087 54 19.     (W)     SCALED    
 NG0306* NAVD 88     -       221.484  (meters)     726.65   (feet)  ADJUSTED  
 NG0306  ___________________________________________________________________
 NG0306  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 NG0306  DYNAMIC HT  -         221.418 (meters)     726.44  (feet)  COMP
 NG0306  MODELED GRAV-     980,317.4   (mgal)                       NAVD 88
 NG0306
 NG0306  VERT ORDER  -  FIRST     CLASS 0
 NG0306
 NG0306.The horizontal coordinates were scaled from a topographic map and have
 NG0306.an estimated accuracy of +/- 6 seconds.
 NG0306
 NG0306.The orthometric height was determined by differential leveling
 NG0306.and adjusted by the National Geodetic Survey in June 1991..
 NG0306
 NG0306.The geoid height was determined by GEOID03.
 NG0306
 NG0306.The dynamic height is computed by dividing the NAVD 88
 NG0306.geopotential number by the normal gravity value computed on the
 NG0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0306.degrees latitude (g = 980.6199 gals.).
 NG0306
 NG0306.The modeled gravity was interpolated from observed gravity values.
 NG0306
 NG0306;                    North         East    Units  Estimated Accuracy
 NG0306;SPC WI S     -    79,980.      771,620.      MT  (+/- 180 meters Scaled)
 NG0306
 NG0306                          SUPERSEDED SURVEY CONTROL
 NG0306
 NG0306  NGVD 29 (??/??/92)  221.565  (m)          726.92   (f) ADJ UNCH    1 0
 NG0306
 NG0306.Superseded values are not recommended for survey control.
 NG0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0306.See file dsdata.txt to determine how the superseded data were derived.
 NG0306
 NG0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN258279(NAD 83)
 NG0306_MARKER: DB = BENCH MARK DISK
 NG0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NG0306_STAMPING: 726.918 M 3 1930
 NG0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0306+STABILITY: SURFACE MOTION
 NG0306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0306+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2002
 NG0306
 NG0306  HISTORY     - Date     Condition        Report By
 NG0306  HISTORY     - 1930     MONUMENTED       CGS
 NG0306  HISTORY     - 1972     GOOD             NGS
 NG0306  HISTORY     - 1990     GOOD             USPSQD
 NG0306  HISTORY     - 20010925 GOOD             JCLS
 NG0306  HISTORY     - 20020614 GOOD             JCLS
 NG0306
 NG0306                          STATION DESCRIPTION
 NG0306
 NG0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 NG0306'AT STURTEVANT.
 NG0306'AT STURTEVANT, ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC
 NG0306'RAILROAD, 61.1 FEET NORTHEAST OF AND ACROSS THE TRACK FROM THE
 NG0306'NORTHEAST CORNER OF THE STATION, 33.6 FEET SOUTH OF THE SOUTH
 NG0306'CORNER OF THE CONCRETE SIDEWALK LEADING TO THE WEST ENTRANCE TO
 NG0306'THE HARMONS HOTEL, 16 FEET EAST OF THE EAST RAIL OF THE EAST MAIN
 NG0306'TRACK, 14.7 FEET NORTH OF THE NORTHWEST CORNER OF THE CONCRETE
 NG0306'BASE OF THE NORTH ONE OF TWO RAILROAD SIGNALS, 19 1/2 FEET SOUTH
 NG0306'OF THE SOUTH EDGE OF A BRICK SIDEWALK, 2 FEET EAST OF THE EAST
 NG0306'EDGE OF A BRICK PLATFORM.  1 FOOT BELOW THE LEVEL OF THE TRACK
 NG0306'AND SET IN THE TOP OF A CONCRETE POST 1 FOOT BELOW THE LEVEL OF
 NG0306'THE GROUND.  SEC 21, T3N, R22E.
 NG0306
 NG0306                          STATION RECOVERY (1990)
 NG0306
 NG0306'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCB)
 NG0306'RECOVERED IN GOOD CONDITION.
 NG0306
 NG0306                          STATION RECOVERY (2001)
 NG0306
 NG0306'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (MRY)
 NG0306'RECOVERED AS DESCRIBED
 NG0306
 NG0306                          STATION RECOVERY (2002)
 NG0306
 NG0306'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 NG0306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0124 ***********************************************************************
 QM0124  DESIGNATION -  M 30
 QM0124  PID         -  QM0124
 QM0124  STATE/COUNTY-  WI/LANGLADE
 QM0124  USGS QUAD   -  POLAR (1973)
 QM0124
 QM0124                         *CURRENT SURVEY CONTROL
 QM0124  ___________________________________________________________________
 QM0124* NAD 83(1986)-  45 13 05.     (N)    088 57 35.     (W)     SCALED    
 QM0124* NAVD 88     -       509.354  (meters)    1671.11   (feet)  ADJUSTED  
 QM0124  ___________________________________________________________________
 QM0124  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 QM0124  DYNAMIC HT  -         509.279 (meters)    1670.86  (feet)  COMP
 QM0124  MODELED GRAV-     980,453.3   (mgal)                       NAVD 88
 QM0124
 QM0124  VERT ORDER  -  SECOND    CLASS 0
 QM0124
 QM0124.The horizontal coordinates were scaled from a topographic map and have
 QM0124.an estimated accuracy of +/- 6 seconds.
 QM0124
 QM0124.The orthometric height was determined by differential leveling
 QM0124.and adjusted by the National Geodetic Survey in June 1991..
 QM0124
 QM0124.The geoid height was determined by GEOID03.
 QM0124
 QM0124.The dynamic height is computed by dividing the NAVD 88
 QM0124.geopotential number by the normal gravity value computed on the
 QM0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0124.degrees latitude (g = 980.6199 gals.).
 QM0124
 QM0124.The modeled gravity was interpolated from observed gravity values.
 QM0124
 QM0124;                    North         East    Units  Estimated Accuracy
 QM0124;SPC WI C     -   154,400.      681,710.      MT  (+/- 180 meters Scaled)
 QM0124
 QM0124                          SUPERSEDED SURVEY CONTROL
 QM0124
 QM0124  NGVD 29 (??/??/92)  509.337  (m)         1671.05   (f) ADJ UNCH    2 0
 QM0124
 QM0124.Superseded values are not recommended for survey control.
 QM0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0124.See file dsdata.txt to determine how the superseded data were derived.
 QM0124
 QM0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR461090(NAD 83)
 QM0124_MARKER: DB = BENCH MARK DISK
 QM0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0124+STABILITY: SURFACE MOTION
 QM0124
 QM0124  HISTORY     - Date     Condition        Report By
 QM0124  HISTORY     - UNK      MONUMENTED       CGS
 QM0124  HISTORY     - 1934     GOOD             NGS
 QM0124  HISTORY     - 1952     MARK NOT FOUND   USGS
 QM0124  HISTORY     - 20050906 MARK NOT FOUND   WIDT
 QM0124
 QM0124                          STATION DESCRIPTION
 QM0124
 QM0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QM0124'3.4 MI E FROM BRYANT.
 QM0124'3.4 MILES E. OF BRYANT ALONG CHICAGO AND NORTHWESTERN RY. 0.7
 QM0124'MILES SE OF SHERRY JUNCTION AND 150 YDS. E. OF MP 12.  MARK IS
 QM0124'10 YDS. S. OF CENTER LINE OF TRACK, 2 YDS. N. OF FOUR FT. STUMP.
 QM0124
 QM0124                          STATION RECOVERY (1952)
 QM0124
 QM0124'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 QM0124'MARK NOT FOUND.
 QM0124
 QM0124                          STATION RECOVERY (2005)
 QM0124
 QM0124'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0124'MARK NOT FOUND.  ADD--THERE HAS BEEN EXTENSIVE EXCAVATING OF THE OLD
 QM0124'RAILROAD BED IN THIS AREA, NO EVIDENCE OF THE STATION REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0241 ***********************************************************************
 QM0241  DESIGNATION -  M 31
 QM0241  PID         -  QM0241
 QM0241  STATE/COUNTY-  WI/VILAS
 QM0241  USGS QUAD   -  EAGLE RIVER EAST (1970)
 QM0241
 QM0241                         *CURRENT SURVEY CONTROL
 QM0241  ___________________________________________________________________
 QM0241* NAD 83(1986)-  45 56 43.     (N)    089 14 54.     (W)     SCALED    
 QM0241* NAVD 88     -       505.085  (meters)    1657.10   (feet)  ADJUSTED  
 QM0241  ___________________________________________________________________
 QM0241  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 QM0241  DYNAMIC HT  -         505.070 (meters)    1657.05  (feet)  COMP
 QM0241  MODELED GRAV-     980,568.7   (mgal)                       NAVD 88
 QM0241
 QM0241  VERT ORDER  -  SECOND    CLASS 0
 QM0241
 QM0241.The horizontal coordinates were scaled from a topographic map and have
 QM0241.an estimated accuracy of +/- 6 seconds.
 QM0241
 QM0241.The orthometric height was determined by differential leveling
 QM0241.and adjusted by the National Geodetic Survey in June 1991..
 QM0241
 QM0241.The geoid height was determined by GEOID03.
 QM0241
 QM0241.The dynamic height is computed by dividing the NAVD 88
 QM0241.geopotential number by the normal gravity value computed on the
 QM0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0241.degrees latitude (g = 980.6199 gals.).
 QM0241
 QM0241.The modeled gravity was interpolated from observed gravity values.
 QM0241
 QM0241;                    North         East    Units  Estimated Accuracy
 QM0241;SPC WI N     -    86,810.      658,280.      MT  (+/- 180 meters Scaled)
 QM0241
 QM0241                          SUPERSEDED SURVEY CONTROL
 QM0241
 QM0241  NGVD 29 (??/??/92)  505.082  (m)         1657.09   (f) ADJ UNCH    2 0
 QM0241
 QM0241.Superseded values are not recommended for survey control.
 QM0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0241.See file dsdata.txt to determine how the superseded data were derived.
 QM0241
 QM0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR257904(NAD 83)
 QM0241_MARKER: DB = BENCH MARK DISK
 QM0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0241_STAMPING: M 31 1934
 QM0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0241+STABILITY: SURFACE MOTION
 QM0241
 QM0241  HISTORY     - Date     Condition        Report By
 QM0241  HISTORY     - 1934     MONUMENTED       CGS
 QM0241  HISTORY     - 1948     GOOD             NGS
 QM0241  HISTORY     - 19960620 GOOD             USPSQD
 QM0241  HISTORY     - 20010619 GOOD             USPSQD
 QM0241  HISTORY     - 20051005 MARK NOT FOUND   WIDT
 QM0241
 QM0241                          STATION DESCRIPTION
 QM0241
 QM0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 QM0241'2.2 MI N FROM EAGLE RIVER.
 QM0241'ABOUT 2.2 MILES NORTH ALONG U.S. HIGHWAY 45 FROM THE CHICAGO
 QM0241'AND NORTH WESTERN RAILWAY STATION AT EAGLE RIVER, AT THE
 QM0241'JUNCTION OF A BLACK TOP ROAD LEADING EAST, 41 FEET NORTHWEST
 QM0241'OF THE CENTER LINE OF THE HIGHWAY, 104 FEET NORTHEAST OF THE CENTER
 QM0241'LINE OF A DRIVE TO A HOUSE, 133 FEET NORTH AND ACROSS THE HIGHWAY
 QM0241'FROM THE CENTER LINE OF THE BLACK TOP ROAD EAST, 57 FEET
 QM0241'SOUTH-SOUTHEAST OF POWER POLE NO. 4010-16 R 25, 2 FEET
 QM0241'NORTHEAST OF A WHITE WOODEN WITNESS POST ABOUT LEVEL WITH THE
 QM0241'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 QM0241'INCHES.
 QM0241
 QM0241                          STATION RECOVERY (1996)
 QM0241
 QM0241'RECOVERY NOTE BY US POWER SQUADRON 1996
 QM0241'RECOVERED IN GOOD CONDITION.
 QM0241
 QM0241                          STATION RECOVERY (2001)
 QM0241
 QM0241'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 QM0241'RECOVERED IN GOOD CONDITION.
 QM0241
 QM0241                          STATION RECOVERY (2005)
 QM0241
 QM0241'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0241'MARK NOT FOUND.  NOTE US HIGHWAY 45 WAS RECENTLY REBUILT AND WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0351 ***********************************************************************
 QM0351  DESIGNATION -  M 32
 QM0351  PID         -  QM0351
 QM0351  STATE/COUNTY-  WI/LINCOLN
 QM0351  USGS QUAD   -  IRMA (1982)
 QM0351
 QM0351                         *CURRENT SURVEY CONTROL
 QM0351  ___________________________________________________________________
 QM0351* NAD 83(1986)-  45 17 13.     (N)    089 41 35.     (W)     SCALED    
 QM0351* NAVD 88     -       438.489  (meters)    1438.61   (feet)  ADJUSTED  
 QM0351  ___________________________________________________________________
 QM0351  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 QM0351  DYNAMIC HT  -         438.441 (meters)    1438.45  (feet)  COMP
 QM0351  MODELED GRAV-     980,494.5   (mgal)                       NAVD 88
 QM0351
 QM0351  VERT ORDER  -  SECOND    CLASS 0
 QM0351
 QM0351.The horizontal coordinates were scaled from a topographic map and have
 QM0351.an estimated accuracy of +/- 6 seconds.
 QM0351
 QM0351.The orthometric height was determined by differential leveling
 QM0351.and adjusted by the National Geodetic Survey in June 1991..
 QM0351
 QM0351.The geoid height was determined by GEOID03.
 QM0351
 QM0351.The dynamic height is computed by dividing the NAVD 88
 QM0351.geopotential number by the normal gravity value computed on the
 QM0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0351.degrees latitude (g = 980.6199 gals.).
 QM0351
 QM0351.The modeled gravity was interpolated from observed gravity values.
 QM0351
 QM0351;                    North         East    Units  Estimated Accuracy
 QM0351;SPC WI C     -   161,570.      624,080.      MT  (+/- 180 meters Scaled)
 QM0351
 QM0351                          SUPERSEDED SURVEY CONTROL
 QM0351
 QM0351  NGVD 29 (??/??/92)  438.486  (m)         1438.60   (f) ADJ UNCH    2 0
 QM0351
 QM0351.Superseded values are not recommended for survey control.
 QM0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0351.See file dsdata.txt to determine how the superseded data were derived.
 QM0351
 QM0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR888183(NAD 83)
 QM0351_MARKER: DB = BENCH MARK DISK
 QM0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0351_STAMPING: M 32 1934
 QM0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0351+STABILITY: SURFACE MOTION
 QM0351
 QM0351  HISTORY     - Date     Condition        Report By
 QM0351  HISTORY     - 1934     MONUMENTED       CGS
 QM0351  HISTORY     - 1979     MARK NOT FOUND   USGS
 QM0351  HISTORY     - 20050817 MARK NOT FOUND   WIDT
 QM0351
 QM0351                          STATION DESCRIPTION
 QM0351
 QM0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QM0351'1.3 MI N FROM OTIS.
 QM0351'1.3 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QM0351'PACIFIC RAILROAD FROM OTIS, LINCOLN COUNTY, 3 POLES SOUTH OF
 QM0351'MILEPOST 119, AT A ROAD CROSSING, 15 FEET SOUTH OF THE ROAD,
 QM0351'AND 20 FEET WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD
 QM0351'DISK, STAMPED M 32 1934 AND SET IN THE TOP OF A CONCRETE POST
 QM0351'PROJECTING 5 INCHES ABOVE GROUND.
 QM0351
 QM0351                          STATION RECOVERY (1979)
 QM0351
 QM0351'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 QM0351'MARK NOT FOUND.
 QM0351
 QM0351                          STATION RECOVERY (2005)
 QM0351
 QM0351'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0351'NOT FOUND.  ADD--THE DIMENSIONS PLACE APPROXIMATE LOCATION OF STATION
 QM0351'IN THE GRAVEL DRIVEWAY TO SIGNAL CONTROL BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0014 ***********************************************************************
 PO0014  DESIGNATION -  M 34
 PO0014  PID         -  PO0014
 PO0014  STATE/COUNTY-  WI/CLARK
 PO0014  USGS QUAD   -  ABBOTSFORD (1981)
 PO0014
 PO0014                         *CURRENT SURVEY CONTROL
 PO0014  ___________________________________________________________________
 PO0014* NAD 83(1986)-  44 57 10.     (N)    090 19 18.     (W)     SCALED    
 PO0014* NAVD 88     -       432.200  (meters)    1417.98   (feet)  ADJUSTED  
 PO0014  ___________________________________________________________________
 PO0014  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 PO0014  DYNAMIC HT  -         432.141 (meters)    1417.78  (feet)  COMP
 PO0014  MODELED GRAV-     980,468.7   (mgal)                       NAVD 88
 PO0014
 PO0014  VERT ORDER  -  SECOND    CLASS 0
 PO0014
 PO0014.The horizontal coordinates were scaled from a topographic map and have
 PO0014.an estimated accuracy of +/- 6 seconds.
 PO0014
 PO0014.The orthometric height was determined by differential leveling
 PO0014.and adjusted by the National Geodetic Survey in June 1991..
 PO0014
 PO0014.The geoid height was determined by GEOID03.
 PO0014
 PO0014.The dynamic height is computed by dividing the NAVD 88
 PO0014.geopotential number by the normal gravity value computed on the
 PO0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0014.degrees latitude (g = 980.6199 gals.).
 PO0014
 PO0014.The modeled gravity was interpolated from observed gravity values.
 PO0014
 PO0014;                    North         East    Units  Estimated Accuracy
 PO0014;SPC WI C     -   124,440.      574,620.      MT  (+/- 180 meters Scaled)
 PO0014
 PO0014                          SUPERSEDED SURVEY CONTROL
 PO0014
 PO0014  NGVD 29 (??/??/92)  432.201  (m)         1417.98   (f) ADJ UNCH    2 0
 PO0014
 PO0014.Superseded values are not recommended for survey control.
 PO0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0014.See file dsdata.txt to determine how the superseded data were derived.
 PO0014
 PO0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK112811(NAD 83)
 PO0014_MARKER: DB = BENCH MARK DISK
 PO0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0014_STAMPING: M 34 1934
 PO0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0014+STABILITY: SURFACE MOTION
 PO0014
 PO0014  HISTORY     - Date     Condition        Report By
 PO0014  HISTORY     - 1934     MONUMENTED       CGS
 PO0014  HISTORY     - 1953     MARK NOT FOUND   NGS
 PO0014  HISTORY     - 20031030 MARK NOT FOUND   WIDT
 PO0014
 PO0014                          STATION DESCRIPTION
 PO0014
 PO0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PO0014'0.5 MI N FROM ABBOTSFORD.
 PO0014'0.5 MILE NORTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 PO0014'MARIE RAILWAY FROM ABBOTSFORD, CLARK COUNTY, 30 FEET NORTHWEST
 PO0014'OF THE NORTH SWITCH TO THE COLBY YARDS, AT A ROAD CROSSING,
 PO0014'40 FEET SOUTH OF THE ROAD, AND 20 FEET WEST OF THE CENTERLINE
 PO0014'OF THE TRACK.  A STANDARD DISK, STAMPED M 34 1934 AND SET IN
 PO0014'THE TOP OF A CONCRETE POST.
 PO0014
 PO0014                          STATION RECOVERY (2003)
 PO0014
 PO0014'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0606 ***********************************************************************
 PN0606  DESIGNATION -  M 36
 PN0606  PID         -  PN0606
 PN0606  STATE/COUNTY-  WI/MARATHON
 PN0606  USGS QUAD   -  WAUSAU EAST (1993)
 PN0606
 PN0606                         *CURRENT SURVEY CONTROL
 PN0606  ___________________________________________________________________
 PN0606* NAD 83(1986)-  44 54 06.     (N)    089 32 01.     (W)     SCALED    
 PN0606* NAVD 88     -       372.816  (meters)    1223.15   (feet)  ADJUSTED  
 PN0606  ___________________________________________________________________
 PN0606  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 PN0606  DYNAMIC HT  -         372.761 (meters)    1222.97  (feet)  COMP
 PN0606  MODELED GRAV-     980,458.1   (mgal)                       NAVD 88
 PN0606
 PN0606  VERT ORDER  -  SECOND    CLASS 0
 PN0606
 PN0606.The horizontal coordinates were scaled from a topographic map and have
 PN0606.an estimated accuracy of +/- 6 seconds.
 PN0606
 PN0606.The orthometric height was determined by differential leveling
 PN0606.and adjusted by the National Geodetic Survey in June 1991..
 PN0606
 PN0606.The geoid height was determined by GEOID03.
 PN0606
 PN0606.The dynamic height is computed by dividing the NAVD 88
 PN0606.geopotential number by the normal gravity value computed on the
 PN0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0606.degrees latitude (g = 980.6199 gals.).
 PN0606
 PN0606.The modeled gravity was interpolated from observed gravity values.
 PN0606
 PN0606;                    North         East    Units  Estimated Accuracy
 PN0606;SPC WI C     -   118,820.      636,830.      MT  (+/- 180 meters Scaled)
 PN0606
 PN0606                          SUPERSEDED SURVEY CONTROL
 PN0606
 PN0606  NGVD 29 (??/??/92)  372.830  (m)         1223.19   (f) ADJ UNCH    2 0
 PN0606
 PN0606.Superseded values are not recommended for survey control.
 PN0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0606.See file dsdata.txt to determine how the superseded data were derived.
 PN0606
 PN0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ999751(NAD 83)
 PN0606_MARKER: DB = BENCH MARK DISK
 PN0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0606+STABILITY: SURFACE MOTION
 PN0606
 PN0606  HISTORY     - Date     Condition        Report By
 PN0606  HISTORY     - UNK      MONUMENTED       CGS
 PN0606  HISTORY     - 1934     GOOD             NGS
 PN0606  HISTORY     - 20031030 MARK NOT FOUND   WIDT
 PN0606
 PN0606                          STATION DESCRIPTION
 PN0606
 PN0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PN0606'1.7 MI E FROM KELLY.
 PN0606'1.7 MILES EAST OF KELLY DEPOT 22 FEET SOUTH OF CENTER OF MAIN
 PN0606'TRACK OF C. AND N.W. RY. 4 FEET SOUTH OF TELEPHONE POLE 10
 PN0606'RAILS WEST OF SCHOOL HOUSE
 PN0606
 PN0606                          STATION RECOVERY (2003)
 PN0606
 PN0606'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PN0606'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0348 ***********************************************************************
 PN0348  DESIGNATION -  M 37
 PN0348  PID         -  PN0348
 PN0348  STATE/COUNTY-  WI/PORTAGE
 PN0348  USGS QUAD   -  ROSHOLT (1981)
 PN0348
 PN0348                         *CURRENT SURVEY CONTROL
 PN0348  ___________________________________________________________________
 PN0348* NAD 83(1986)-  44 37 40.     (N)    089 17 04.     (W)     SCALED    
 PN0348* NAVD 88     -       347.852  (meters)    1141.24   (feet)  ADJUSTED  
 PN0348  ___________________________________________________________________
 PN0348  GEOID HEIGHT-         -36.02  (meters)                     GEOID03
 PN0348  DYNAMIC HT  -         347.787 (meters)    1141.03  (feet)  COMP
 PN0348  MODELED GRAV-     980,424.4   (mgal)                       NAVD 88
 PN0348
 PN0348  VERT ORDER  -  SECOND    CLASS 0
 PN0348
 PN0348.The horizontal coordinates were scaled from a topographic map and have
 PN0348.an estimated accuracy of +/- 6 seconds.
 PN0348
 PN0348.The orthometric height was determined by differential leveling
 PN0348.and adjusted by the National Geodetic Survey in June 1991..
 PN0348
 PN0348.The geoid height was determined by GEOID03.
 PN0348
 PN0348.The dynamic height is computed by dividing the NAVD 88
 PN0348.geopotential number by the normal gravity value computed on the
 PN0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0348.degrees latitude (g = 980.6199 gals.).
 PN0348
 PN0348.The modeled gravity was interpolated from observed gravity values.
 PN0348
 PN0348;                    North         East    Units  Estimated Accuracy
 PN0348;SPC WI C     -    88,530.      656,780.      MT  (+/- 180 meters Scaled)
 PN0348
 PN0348                          SUPERSEDED SURVEY CONTROL
 PN0348
 PN0348  NGVD 29 (??/??/92)  347.866  (m)         1141.29   (f) ADJ UNCH    2 0
 PN0348
 PN0348.Superseded values are not recommended for survey control.
 PN0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0348.See file dsdata.txt to determine how the superseded data were derived.
 PN0348
 PN0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ187441(NAD 83)
 PN0348_MARKER: DB = BENCH MARK DISK
 PN0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0348+STABILITY: SURFACE MOTION
 PN0348_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0348+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2002
 PN0348
 PN0348  HISTORY     - Date     Condition        Report By
 PN0348  HISTORY     - UNK      MONUMENTED       CGS
 PN0348  HISTORY     - 1934     GOOD             NGS
 PN0348  HISTORY     - 20020726 GOOD             GEOCAC
 PN0348  HISTORY     - 20040111 MARK NOT FOUND   USPSQD
 PN0348
 PN0348                          STATION DESCRIPTION
 PN0348
 PN0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PN0348'0.8 MI S FROM ROSHOLT.
 PN0348'IN THE NORTHEAST CORNER OF THE ALTAN LUTHERAN CHURCH YARD.  AT
 PN0348'THE SOUTHWEST CORNER OF THE JUNCTION OF HIGHWAY 49 AND COUNTY
 PN0348'ROAD A.  40 FT. SOUTHWEST OF THE CENTER OF ROAD CROSSING.  30
 PN0348'FT. NORTH OF CHURCH ENTRANCE RD.
 PN0348
 PN0348                          STATION RECOVERY (2002)
 PN0348
 PN0348'RECOVERY NOTE BY GEOCACHING 2002 (RFC)
 PN0348'RECOVERED IN GOOD CONDITION.
 PN0348
 PN0348                          STATION RECOVERY (2004)
 PN0348
 PN0348'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0348'NOT FOUND.  NOTE-- THE ALBAN LUTHERAN CHURCH WAS TORN DOWN IN 1973.
 PN0348'SHOULD BE THE JUNCTION OF HIGHWAY 66 (NOT HWY 49) AND COUNTY ROAD A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0551 ***********************************************************************
 PN0551  DESIGNATION -  M 38
 PN0551  PID         -  PN0551
 PN0551  STATE/COUNTY-  WI/MARATHON
 PN0551  USGS QUAD   -  MOSINEE (1982)
 PN0551
 PN0551                         *CURRENT SURVEY CONTROL
 PN0551  ___________________________________________________________________
 PN0551* NAD 83(1986)-  44 45 23.     (N)    089 42 20.     (W)     SCALED    
 PN0551* NAVD 88     -       351.145  (meters)    1152.05   (feet)  ADJUSTED  
 PN0551  ___________________________________________________________________
 PN0551  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 PN0551  DYNAMIC HT  -         351.084 (meters)    1151.85  (feet)  COMP
 PN0551  MODELED GRAV-     980,434.3   (mgal)                       NAVD 88
 PN0551
 PN0551  VERT ORDER  -  SECOND    CLASS 0
 PN0551
 PN0551.The horizontal coordinates were scaled from a topographic map and have
 PN0551.an estimated accuracy of +/- 6 seconds.
 PN0551
 PN0551.The orthometric height was determined by differential leveling
 PN0551.and adjusted by the National Geodetic Survey in June 1991..
 PN0551
 PN0551.The geoid height was determined by GEOID03.
 PN0551
 PN0551.The dynamic height is computed by dividing the NAVD 88
 PN0551.geopotential number by the normal gravity value computed on the
 PN0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0551.degrees latitude (g = 980.6199 gals.).
 PN0551
 PN0551.The modeled gravity was interpolated from observed gravity values.
 PN0551
 PN0551;                    North         East    Units  Estimated Accuracy
 PN0551;SPC WI C     -   102,610.      623,310.      MT  (+/- 180 meters Scaled)
 PN0551
 PN0551                          SUPERSEDED SURVEY CONTROL
 PN0551
 PN0551  NGVD 29 (??/??/92)  351.153  (m)         1152.07   (f) ADJ UNCH    2 0
 PN0551
 PN0551.Superseded values are not recommended for survey control.
 PN0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0551.See file dsdata.txt to determine how the superseded data were derived.
 PN0551
 PN0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ858594(NAD 83)
 PN0551_MARKER: DB = BENCH MARK DISK
 PN0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0551_STAMPING: M 38 1934
 PN0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0551+STABILITY: SURFACE MOTION
 PN0551
 PN0551  HISTORY     - Date     Condition        Report By
 PN0551  HISTORY     - 1934     MONUMENTED       CGS
 PN0551  HISTORY     - 1979     MARK NOT FOUND   USGS
 PN0551  HISTORY     - 19950422 MARK NOT FOUND   USPSQD
 PN0551
 PN0551                          STATION DESCRIPTION
 PN0551
 PN0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0551'3 MI S FROM MOSINEE.
 PN0551'ABOUT 3 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PN0551'PACIFIC RAILROAD FROM MOSINEE, MARATHON COUNTY, 40 FEET SOUTH OF
 PN0551'A ROAD CROSSING, 50 FEET EAST OF THE CENTERLINE OF THE TRACK,
 PN0551'AND 1 FOOT WEST OF A FENCE.  A STANDARD DISK, STAMPED M 38 1934
 PN0551'AND SET IN THE TOP OF A CONCRETE POST.
 PN0551
 PN0551                          STATION RECOVERY (1979)
 PN0551
 PN0551'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PN0551'MARK NOT FOUND.
 PN0551
 PN0551                          STATION RECOVERY (1995)
 PN0551
 PN0551'RECOVERY NOTE BY US POWER SQUADRON 1995
 PN0551'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0363 ***********************************************************************
 QM0363  DESIGNATION -  M 39
 QM0363  PID         -  QM0363
 QM0363  STATE/COUNTY-  WI/MARATHON
 QM0363  USGS QUAD   -  NUTTERVILLE (1982)
 QM0363
 QM0363                         *CURRENT SURVEY CONTROL
 QM0363  ___________________________________________________________________
 QM0363* NAD 83(1986)-  45 05 01.     (N)    089 37 20.     (W)     SCALED    
 QM0363* NAVD 88     -       373.255  (meters)    1224.59   (feet)  ADJUSTED  
 QM0363  ___________________________________________________________________
 QM0363  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 QM0363  DYNAMIC HT  -         373.206 (meters)    1224.43  (feet)  COMP
 QM0363  MODELED GRAV-     980,473.9   (mgal)                       NAVD 88
 QM0363
 QM0363  VERT ORDER  -  SECOND    CLASS 0
 QM0363
 QM0363.The horizontal coordinates were scaled from a topographic map and have
 QM0363.an estimated accuracy of +/- 6 seconds.
 QM0363
 QM0363.The orthometric height was determined by differential leveling
 QM0363.and adjusted by the National Geodetic Survey in June 1991..
 QM0363
 QM0363.The geoid height was determined by GEOID03.
 QM0363
 QM0363.The dynamic height is computed by dividing the NAVD 88
 QM0363.geopotential number by the normal gravity value computed on the
 QM0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0363.degrees latitude (g = 980.6199 gals.).
 QM0363
 QM0363.The modeled gravity was interpolated from observed gravity values.
 QM0363
 QM0363;                    North         East    Units  Estimated Accuracy
 QM0363;SPC WI C     -   139,000.      629,740.      MT  (+/- 180 meters Scaled)
 QM0363
 QM0363                          SUPERSEDED SURVEY CONTROL
 QM0363
 QM0363  NGVD 29 (??/??/92)  373.260  (m)         1224.60   (f) ADJ UNCH    2 0
 QM0363
 QM0363.Superseded values are not recommended for survey control.
 QM0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0363.See file dsdata.txt to determine how the superseded data were derived.
 QM0363
 QM0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ936955(NAD 83)
 QM0363_MARKER: DB = BENCH MARK DISK
 QM0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0363_STAMPING: M 39 1934
 QM0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0363+STABILITY: SURFACE MOTION
 QM0363
 QM0363  HISTORY     - Date     Condition        Report By
 QM0363  HISTORY     - 1934     MONUMENTED       CGS
 QM0363  HISTORY     - 1940     GOOD             NGS
 QM0363  HISTORY     - 1965     MARK NOT FOUND   USGS
 QM0363
 QM0363                          STATION DESCRIPTION
 QM0363
 QM0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 QM0363'4.8 MI N FROM BROKAW.
 QM0363'4.8 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QM0363'PACIFIC RAILROAD FROM THE STATON AT BROKAW, MARATHON COUNTY,
 QM0363'ABOUT 100 FEET SOUTH OF MILEPOST 102, 20 FEET WEST OF THE
 QM0363'CENTERLINE OF THE MAIN TRACK, AND 2 FEET EAST OF A FENCE.
 QM0363'A STANDARD DISK, STAMPED M 39 1934 AND SET IN THE TOP OF A
 QM0363'CONCRETE POST.
 QM0363
 QM0363                          STATION RECOVERY (1965)
 QM0363
 QM0363'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 QM0363'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0028 ***********************************************************************
 OM0028  DESIGNATION -  M 4
 OM0028  PID         -  OM0028
 OM0028  STATE/COUNTY-  WI/WASHINGTON
 OM0028  USGS QUAD   -  WEST BEND (1994)
 OM0028
 OM0028                         *CURRENT SURVEY CONTROL
 OM0028  ___________________________________________________________________
 OM0028* NAD 83(1986)-  43 29 55.     (N)    088 12 55.     (W)     SCALED    
 OM0028* NAVD 88     -       284.777  (meters)     934.31   (feet)  ADJUSTED  
 OM0028  ___________________________________________________________________
 OM0028  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 OM0028  DYNAMIC HT  -         284.713 (meters)     934.10  (feet)  COMP
 OM0028  MODELED GRAV-     980,387.2   (mgal)                       NAVD 88
 OM0028
 OM0028  VERT ORDER  -  FIRST     CLASS II
 OM0028
 OM0028.The horizontal coordinates were scaled from a topographic map and have
 OM0028.an estimated accuracy of +/- 6 seconds.
 OM0028
 OM0028.The orthometric height was determined by differential leveling
 OM0028.and adjusted by the National Geodetic Survey in June 1991..
 OM0028
 OM0028.The geoid height was determined by GEOID03.
 OM0028
 OM0028.The dynamic height is computed by dividing the NAVD 88
 OM0028.geopotential number by the normal gravity value computed on the
 OM0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0028.degrees latitude (g = 980.6199 gals.).
 OM0028
 OM0028.The modeled gravity was interpolated from observed gravity values.
 OM0028
 OM0028;                    North         East    Units  Estimated Accuracy
 OM0028;SPC WI S     -   168,030.      744,330.      MT  (+/- 180 meters Scaled)
 OM0028
 OM0028                          SUPERSEDED SURVEY CONTROL
 OM0028
 OM0028  NGVD 29 (??/??/92)  284.823  (m)          934.46   (f) ADJ UNCH    1 2
 OM0028
 OM0028.Superseded values are not recommended for survey control.
 OM0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0028.See file dsdata.txt to determine how the superseded data were derived.
 OM0028
 OM0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP017169(NAD 83)
 OM0028_MARKER: DB = BENCH MARK DISK
 OM0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0028_STAMPING: 934.457 M 4 1930
 OM0028_MARK LOGO: CGS   
 OM0028_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0028+STABILITY: SURFACE MOTION
 OM0028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0028+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1999
 OM0028
 OM0028  HISTORY     - Date     Condition        Report By
 OM0028  HISTORY     - 1930     MONUMENTED       CGS
 OM0028  HISTORY     - 1934     GOOD             NGS
 OM0028  HISTORY     - 1973     MARK NOT FOUND   USGS
 OM0028  HISTORY     - 19990227 GOOD             WIDT
 OM0028  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 OM0028
 OM0028                          STATION DESCRIPTION
 OM0028
 OM0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OM0028'1.7 MI S FROM KEWASKUM.
 OM0028'1.7 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 OM0028'THE STATION AT KEWASKUM, WASHINGTON COUNTY, AT THE CROSSING OF
 OM0028'A COUNTY HIGHWAY, 18 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 OM0028'AND 28 FEET EAST OF THE TRACK.  A STANDARD DISK, STAMPED 934.457
 OM0028'M 4 1930 AND SET IN THE TOP OF A CONCRETE POST.
 OM0028
 OM0028                          STATION RECOVERY (1973)
 OM0028
 OM0028'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 OM0028'MARK NOT FOUND.
 OM0028
 OM0028                          STATION RECOVERY (1999)
 OM0028
 OM0028'RECOVERY NOTE BY WI DEPT OF TRANSP 1999 (GRS)
 OM0028'THE STATION IS LOCATED ABOUT 8.04 KM (5.00 MI) NORTH-NORTHEAST OF WEST
 OM0028'BEND AND 3.2 KM (2.00 MI) SOUTH-SOUTHEAST OF KEWASKUM. OWNERSHIP--FOX
 OM0028'VALLEY AND WESTERN LIMITED.  TO REACH THE STATION FROM THE JUNCTION OF
 OM0028'US HIGHWAY 45 WITH STATE HIGHWAY 28 (EAST) AT THE INTERSECTION OF MAIN
 OM0028'STREET AND FOND DU LAC AVENUE IN THE VILLAGE OF KEWASKUM, GO SOUTHEAST
 OM0028'AND ON US HIGHWAY 45 FOR 2.66 KM (1.65 MI) TO BADGER ROAD ON THE RIGHT
 OM0028'AND THE STATION ON THE LEFT.  THE STATION IS A BRONZE CGS BENCH MARK
 OM0028'DISK STAMPED --934.457 M 4 1930-- AND SET IN THE TOP OF A 32 CM
 OM0028'(13-INCH) SQUARE CONCRETE POST RECESSED .25 M (0.82 FT) BELOW GROUND
 OM0028'AND 0.25 M (0.82 FT) BELOW THE RAIL.  THE STATION IS 42.2 M (138.5 FT)
 OM0028'EAST OF THE CENTERLINE OF US HIGHWAY 45, 6.5 M (21.3 FT) SOUTH OF THE
 OM0028'EXTENDED CENTERLINE OF BADGER ROAD, 198 M (649.6 FT) NORTH OF THE
 OM0028'CENTERLINE OF COUNTY HIGHWAY H, 8.3 M (27.2 FT) EAST OF THE EAST RAIL,
 OM0028'9.3 M (30.5 FT) NORTH OF A WOOD RAILROAD UTILITY POLE, 9.0 M (29.5 FT)
 OM0028'SOUTHWEST OF A 2.5 CM (1-INCH) DIAMETER IRON PIPE PROPERTY MARKER, 7.8
 OM0028'M (25.6 FT) SOUTHWEST OF A WOOD CORNER FENCE POST, AND 1.0 M (3.3 FT)
 OM0028'WEST OF AN ORANGE FIBERGLASS WITNESS POST.  ---NOTE---THIS STATION HAS
 OM0028'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 OM0028'HORIZON EXCEPT FOR RAILROAD UTILITY LINES SUSPENDED OVER THE STATION.
 OM0028
 OM0028                          STATION RECOVERY (2003)
 OM0028
 OM0028'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0058 ***********************************************************************
 QN0058  DESIGNATION -  M 40
 QN0058  PID         -  QN0058
 QN0058  STATE/COUNTY-  WI/PRICE
 QN0058  USGS QUAD   -  PRIEST LAKE (1984)
 QN0058
 QN0058                         *CURRENT SURVEY CONTROL
 QN0058  ___________________________________________________________________
 QN0058* NAD 83(1986)-  45 50 16.     (N)    090 24 40.     (W)     SCALED    
 QN0058* NAVD 88     -       458.086  (meters)    1502.90   (feet)  ADJUSTED  
 QN0058  ___________________________________________________________________
 QN0058  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 QN0058  DYNAMIC HT  -         458.065 (meters)    1502.83  (feet)  COMP
 QN0058  MODELED GRAV-     980,554.5   (mgal)                       NAVD 88
 QN0058
 QN0058  VERT ORDER  -  SECOND    CLASS 0
 QN0058
 QN0058.The horizontal coordinates were scaled from a topographic map and have
 QN0058.an estimated accuracy of +/- 6 seconds.
 QN0058
 QN0058.The orthometric height was determined by differential leveling
 QN0058.and adjusted by the National Geodetic Survey in June 1991..
 QN0058
 QN0058.The geoid height was determined by GEOID03.
 QN0058
 QN0058.The dynamic height is computed by dividing the NAVD 88
 QN0058.geopotential number by the normal gravity value computed on the
 QN0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0058.degrees latitude (g = 980.6199 gals.).
 QN0058
 QN0058.The modeled gravity was interpolated from observed gravity values.
 QN0058
 QN0058;                    North         East    Units  Estimated Accuracy
 QN0058;SPC WI N     -    74,670.      568,060.      MT  (+/- 180 meters Scaled)
 QN0058
 QN0058                          SUPERSEDED SURVEY CONTROL
 QN0058
 QN0058  NGVD 29 (??/??/92)  458.072  (m)         1502.86   (f) ADJ UNCH    2 0
 QN0058
 QN0058.Superseded values are not recommended for survey control.
 QN0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0058.See file dsdata.txt to determine how the superseded data were derived.
 QN0058
 QN0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL010792(NAD 83)
 QN0058_MARKER: DB = BENCH MARK DISK
 QN0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0058_STAMPING: M 40 1934
 QN0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0058+STABILITY: SURFACE MOTION
 QN0058
 QN0058  HISTORY     - Date     Condition        Report By
 QN0058  HISTORY     - 1934     MONUMENTED       CGS
 QN0058  HISTORY     - 20041013 MARK NOT FOUND   WIDT
 QN0058
 QN0058                          STATION DESCRIPTION
 QN0058
 QN0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QN0058'2.7 MI S FROM FIFIELD.
 QN0058'2.7 MILES SOUTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QN0058'MARIE RAILWAY FROM FIFIELD, PRICE COUNTY, 0.3 MILE SOUTH OF
 QN0058'MILEPOST 369, 26 FEET WEST OF THE CENTER OF A ROAD CROSSING,
 QN0058'22 FEET EAST OF THE TRACK, AND 1 FOOT NORTH OF A FENCE.  A STANDARD
 QN0058'DISK, STAMPED M 40 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QN0058
 QN0058                          STATION RECOVERY (2004)
 QN0058
 QN0058'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0155 ***********************************************************************
 QN0155  DESIGNATION -  M 41
 QN0155  PID         -  QN0155
 QN0155  STATE/COUNTY-  WI/SAWYER
 QN0155  USGS QUAD   -  BLAISDELL LAKE (1971)
 QN0155
 QN0155                         *CURRENT SURVEY CONTROL
 QN0155  ___________________________________________________________________
 QN0155* NAD 83(1986)-  45 52 54.     (N)    090 53 02.     (W)     SCALED    
 QN0155* NAVD 88     -       434.364  (meters)    1425.08   (feet)  ADJUSTED  
 QN0155  ___________________________________________________________________
 QN0155  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 QN0155  DYNAMIC HT  -         434.356 (meters)    1425.05  (feet)  COMP
 QN0155  MODELED GRAV-     980,583.6   (mgal)                       NAVD 88
 QN0155
 QN0155  VERT ORDER  -  SECOND    CLASS 0
 QN0155
 QN0155.The horizontal coordinates were scaled from a topographic map and have
 QN0155.an estimated accuracy of +/- 6 seconds.
 QN0155
 QN0155.The orthometric height was determined by differential leveling
 QN0155.and adjusted by the National Geodetic Survey in June 1991..
 QN0155
 QN0155.The geoid height was determined by GEOID03.
 QN0155
 QN0155.The dynamic height is computed by dividing the NAVD 88
 QN0155.geopotential number by the normal gravity value computed on the
 QN0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0155.degrees latitude (g = 980.6199 gals.).
 QN0155
 QN0155.The modeled gravity was interpolated from observed gravity values.
 QN0155
 QN0155;                    North         East    Units  Estimated Accuracy
 QN0155;SPC WI N     -    79,850.      531,390.      MT  (+/- 180 meters Scaled)
 QN0155
 QN0155                          SUPERSEDED SURVEY CONTROL
 QN0155
 QN0155  NGVD 29 (??/??/92)  434.382  (m)         1425.13   (f) ADJ UNCH    2 0
 QN0155
 QN0155.Superseded values are not recommended for survey control.
 QN0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0155.See file dsdata.txt to determine how the superseded data were derived.
 QN0155
 QN0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL642830(NAD 83)
 QN0155_MARKER: DB = BENCH MARK DISK
 QN0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0155_STAMPING: M 41 1934
 QN0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0155+STABILITY: SURFACE MOTION
 QN0155
 QN0155  HISTORY     - Date     Condition        Report By
 QN0155  HISTORY     - 1934     MONUMENTED       CGS
 QN0155
 QN0155                          STATION DESCRIPTION
 QN0155
 QN0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QN0155'1.6 MI W FROM LORETTA.
 QN0155'ABOUT 1.6 MILES WEST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND
 QN0155'OMAHA RAILWAY FROM LORETTA, SAWYER COUNTY, ABOUT 5 POLES EAST
 QN0155'OF MILEPOST 53, AT A ROAD CROSSING, 42 FEET WEST OF THE CENTER
 QN0155'LINE OF THE ROAD, AND 30 FEET NORTH OF THE TRACK.  A STANDARD DISK,
 QN0155'STAMPED M 41 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0251 ***********************************************************************
 RM0251  DESIGNATION -  M 42
 RM0251  PID         -  RM0251
 RM0251  STATE/COUNTY-  WI/BAYFIELD
 RM0251  USGS QUAD   -  MASON (1971)
 RM0251
 RM0251                         *CURRENT SURVEY CONTROL
 RM0251  ___________________________________________________________________
 RM0251* NAD 83(1986)-  46 24 24.     (N)    091 03 12.     (W)     SCALED    
 RM0251* NAVD 88     -       276.910  (meters)     908.50   (feet)  ADJUSTED  
 RM0251  ___________________________________________________________________
 RM0251  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 RM0251  DYNAMIC HT  -         276.921 (meters)     908.53  (feet)  COMP
 RM0251  MODELED GRAV-     980,646.7   (mgal)                       NAVD 88
 RM0251
 RM0251  VERT ORDER  -  SECOND    CLASS 0
 RM0251
 RM0251.The horizontal coordinates were scaled from a topographic map and have
 RM0251.an estimated accuracy of +/- 6 seconds.
 RM0251
 RM0251.The orthometric height was determined by differential leveling
 RM0251.and adjusted by the National Geodetic Survey in June 1991..
 RM0251
 RM0251.The geoid height was determined by GEOID03.
 RM0251
 RM0251.The dynamic height is computed by dividing the NAVD 88
 RM0251.geopotential number by the normal gravity value computed on the
 RM0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0251.degrees latitude (g = 980.6199 gals.).
 RM0251
 RM0251.The modeled gravity was interpolated from observed gravity values.
 RM0251
 RM0251;                    North         East    Units  Estimated Accuracy
 RM0251;SPC WI N     -   138,360.      519,010.      MT  (+/- 180 meters Scaled)
 RM0251
 RM0251                          SUPERSEDED SURVEY CONTROL
 RM0251
 RM0251  NGVD 29 (??/??/92)  276.923  (m)          908.54   (f) ADJ UNCH    2 0
 RM0251
 RM0251.Superseded values are not recommended for survey control.
 RM0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0251.See file dsdata.txt to determine how the superseded data were derived.
 RM0251
 RM0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM496410(NAD 83)
 RM0251_MARKER: Z = SEE DESCRIPTION
 RM0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0251+STABILITY: SURFACE MOTION
 RM0251
 RM0251  HISTORY     - Date     Condition        Report By
 RM0251  HISTORY     - UNK      MONUMENTED       CGS
 RM0251  HISTORY     - 1934     GOOD             NGS
 RM0251  HISTORY     - 1971     POOR             USGS
 RM0251
 RM0251                          STATION DESCRIPTION
 RM0251
 RM0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RM0251'0.5 MI S FROM BIBON.
 RM0251'1/2 MILE SOUTH OF BIBON, WISC. ON THE C. ST. P.M. AND O. R.R.
 RM0251'35 FEET EAST OF TRACK AT FENCE LINE 15 FEET SOUTHEAST OF TELEPHONE
 RM0251'POLE 142-10. MILE 142.2.  NOTE-- POST PROJECTS ABOUT 1.5 FT ABOVE
 RM0251'GROUND AND IS LOOSE AND IS LOCATED IN A SWAMPY AREA.  TWO STADIA
 RM0251'LINES RUN TO THIS BM HAVE BOTH CLOSED ABOUT 1 FT. HIGH. POST IF
 RM0251'BELIEVED TO BE HEAVED UP BY FROST.
 RM0251
 RM0251                          STATION RECOVERY (1971)
 RM0251
 RM0251'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 RM0251'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0294 ***********************************************************************
 QN0294  DESIGNATION -  M 43
 QN0294  PID         -  QN0294
 QN0294  STATE/COUNTY-  WI/SAWYER
 QN0294  USGS QUAD   -  BEAN LAKE (1971)
 QN0294
 QN0294                         *CURRENT SURVEY CONTROL
 QN0294  ___________________________________________________________________
 QN0294* NAD 83(1986)-  45 59 06.     (N)    091 32 03.     (W)     SCALED    
 QN0294* NAVD 88     -       358.467  (meters)    1176.07   (feet)  ADJUSTED  
 QN0294  ___________________________________________________________________
 QN0294  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 QN0294  DYNAMIC HT  -         358.467 (meters)    1176.07  (feet)  COMP
 QN0294  MODELED GRAV-     980,605.3   (mgal)                       NAVD 88
 QN0294
 QN0294  VERT ORDER  -  SECOND    CLASS 0
 QN0294
 QN0294.The horizontal coordinates were scaled from a topographic map and have
 QN0294.an estimated accuracy of +/- 6 seconds.
 QN0294
 QN0294.The orthometric height was determined by differential leveling
 QN0294.and adjusted by the National Geodetic Survey in June 1991..
 QN0294
 QN0294.The geoid height was determined by GEOID03.
 QN0294
 QN0294.The dynamic height is computed by dividing the NAVD 88
 QN0294.geopotential number by the normal gravity value computed on the
 QN0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0294.degrees latitude (g = 980.6199 gals.).
 QN0294
 QN0294.The modeled gravity was interpolated from observed gravity values.
 QN0294
 QN0294;                    North         East    Units  Estimated Accuracy
 QN0294;SPC WI N     -    92,100.      481,140.      MT  (+/- 180 meters Scaled)
 QN0294
 QN0294                          SUPERSEDED SURVEY CONTROL
 QN0294
 QN0294  NGVD 29 (??/??/92)  358.486  (m)         1176.13   (f) ADJ UNCH    2 0
 QN0294
 QN0294.Superseded values are not recommended for survey control.
 QN0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0294.See file dsdata.txt to determine how the superseded data were derived.
 QN0294
 QN0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL135934(NAD 83)
 QN0294_MARKER: DB = BENCH MARK DISK
 QN0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0294_STAMPING: M 43 1934
 QN0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0294+STABILITY: SURFACE MOTION
 QN0294
 QN0294  HISTORY     - Date     Condition        Report By
 QN0294  HISTORY     - 1934     MONUMENTED       CGS
 QN0294  HISTORY     - 20041201 MARK NOT FOUND   WIDT
 QN0294
 QN0294                          STATION DESCRIPTION
 QN0294
 QN0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QN0294'3 MI S FROM HAYWARD.
 QN0294'ABOUT 3.2 MILES SOUTH ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 QN0294'AND OMAHA RAILWAY FROM HAYWARD, SAWYER COUNTY, ABOUT 6 POLES
 QN0294'NORTH OF MILEPOST 100, AND 40 FEET WEST OF THE TRACK.  A STANDARD
 QN0294'DISK, STAMPED M 43 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QN0294
 QN0294                          STATION RECOVERY (2004)
 QN0294
 QN0294'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0294'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RN0261 ***********************************************************************
 RN0261  DESIGNATION -  M 44
 RN0261  PID         -  RN0261
 RN0261  STATE/COUNTY-  WI/DOUGLAS
 RN0261  USGS QUAD   -  SUPERIOR (1994)
 RN0261
 RN0261                         *CURRENT SURVEY CONTROL
 RN0261  ___________________________________________________________________
 RN0261* NAD 83(1986)-  46 43 44.     (N)    092 06 08.     (W)     SCALED    
 RN0261* NAVD 88     -       191.847  (meters)     629.42   (feet)  ADJUSTED  
 RN0261  ___________________________________________________________________
 RN0261  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 RN0261  DYNAMIC HT  -         191.872 (meters)     629.50  (feet)  COMP
 RN0261  MODELED GRAV-     980,741.0   (mgal)                       NAVD 88
 RN0261
 RN0261  VERT ORDER  -  FIRST     CLASS II
 RN0261
 RN0261.The horizontal coordinates were scaled from a topographic map and have
 RN0261.an estimated accuracy of +/- 6 seconds.
 RN0261
 RN0261.The orthometric height was determined by differential leveling
 RN0261.and adjusted by the National Geodetic Survey in June 1991..
 RN0261
 RN0261.The geoid height was determined by GEOID03.
 RN0261
 RN0261.The dynamic height is computed by dividing the NAVD 88
 RN0261.geopotential number by the normal gravity value computed on the
 RN0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0261.degrees latitude (g = 980.6199 gals.).
 RN0261
 RN0261.The modeled gravity was interpolated from observed gravity values.
 RN0261
 RN0261;                    North         East    Units  Estimated Accuracy
 RN0261;SPC WI N     -   175,770.      439,330.      MT  (+/- 180 meters Scaled)
 RN0261
 RN0261                          SUPERSEDED SURVEY CONTROL
 RN0261
 RN0261  NGVD 29 (??/??/92)  191.854  (m)          629.44   (f) ADJ UNCH    1 2
 RN0261
 RN0261.Superseded values are not recommended for survey control.
 RN0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0261.See file dsdata.txt to determine how the superseded data were derived.
 RN0261
 RN0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM685754(NAD 83)
 RN0261_MARKER: DB = BENCH MARK DISK
 RN0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0261_STAMPING: M 44 1934
 RN0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0261+STABILITY: SURFACE MOTION
 RN0261
 RN0261  HISTORY     - Date     Condition        Report By
 RN0261  HISTORY     - 1934     MONUMENTED       CGS
 RN0261  HISTORY     - 1982     MARK NOT FOUND   NGS
 RN0261
 RN0261                          STATION DESCRIPTION
 RN0261
 RN0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RN0261'IN SUPERIOR.
 RN0261'AT SUPERIOR, DOUGLAS COUNTY, ON THE CHICAGO AND NORTH WESTERN RAILWAY,
 RN0261'ABOUT 50 YARDS WEST OF THE STATION, AT A STREET CROSSING, 14 YARDS
 RN0261'WEST OF THE CENTERLINE OF OGDON AVENUE, 8 YARDS NORTH OF THE
 RN0261'CENTERLINE OF THE TRACK, 3 YARDS NORTH OF THE NORTH EDGE OF A WALK,
 RN0261'AND 3 YARDS WEST OF THE WEST EDGE OF A NORTH-AND-SOUTH WALK.  A
 RN0261'STANDARD DISK, STAMPED M 44 1934 AND SET IN THE TOP OF A CONCRETE
 RN0261'POST.
 RN0261
 RN0261                          STATION RECOVERY (1982)
 RN0261
 RN0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RN0261'NOT RECOVERED, PROBABLY DESTROYED BY RAILROAD EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0275 ***********************************************************************
 QN0275  DESIGNATION -  M 45
 QN0275  PID         -  QN0275
 QN0275  STATE/COUNTY-  WI/WASHBURN
 QN0275  USGS QUAD   -  TREGO (1982)
 QN0275
 QN0275                         *CURRENT SURVEY CONTROL
 QN0275  ___________________________________________________________________
 QN0275* NAD 83(1986)-  45 53 11.     (N)    091 49 38.     (W)     SCALED    
 QN0275* NAVD 88     -       329.725  (meters)    1081.77   (feet)  ADJUSTED  
 QN0275  ___________________________________________________________________
 QN0275  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 QN0275  DYNAMIC HT  -         329.719 (meters)    1081.75  (feet)  COMP
 QN0275  MODELED GRAV-     980,588.2   (mgal)                       NAVD 88
 QN0275
 QN0275  VERT ORDER  -  SECOND    CLASS 0
 QN0275
 QN0275.The horizontal coordinates were scaled from a topographic map and have
 QN0275.an estimated accuracy of +/- 6 seconds.
 QN0275
 QN0275.The orthometric height was determined by differential leveling
 QN0275.and adjusted by the National Geodetic Survey in June 1991..
 QN0275
 QN0275.The geoid height was determined by GEOID03.
 QN0275
 QN0275.The dynamic height is computed by dividing the NAVD 88
 QN0275.geopotential number by the normal gravity value computed on the
 QN0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0275.degrees latitude (g = 980.6199 gals.).
 QN0275
 QN0275.The modeled gravity was interpolated from observed gravity values.
 QN0275
 QN0275;                    North         East    Units  Estimated Accuracy
 QN0275;SPC WI N     -    81,620.      458,190.      MT  (+/- 180 meters Scaled)
 QN0275
 QN0275                          SUPERSEDED SURVEY CONTROL
 QN0275
 QN0275  NGVD 29 (??/??/92)  329.692  (m)         1081.66   (f) ADJ UNCH    2 0
 QN0275
 QN0275.Superseded values are not recommended for survey control.
 QN0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0275.See file dsdata.txt to determine how the superseded data were derived.
 QN0275
 QN0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL909820(NAD 83)
 QN0275_MARKER: DB = BENCH MARK DISK
 QN0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0275_STAMPING: M 45 1934
 QN0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0275+STABILITY: SURFACE MOTION
 QN0275
 QN0275  HISTORY     - Date     Condition        Report By
 QN0275  HISTORY     - 1934     MONUMENTED       CGS
 QN0275  HISTORY     - 1967     GOOD             LOCENG
 QN0275  HISTORY     - 20041117 MARK NOT FOUND   WIDT
 QN0275
 QN0275                          STATION DESCRIPTION
 QN0275
 QN0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QN0275'1 MI S FROM TREGO.
 QN0275'ABOUT 1 MILE SOUTH ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 QN0275'AND OMAHA RAILWAY FROM TREGO, WASHBURN COUNTY, ABOUT 7 FEET
 QN0275'NORTH OF THE FIFTEENTH POLE NORTH OF MILEPOST 82, AT A ROAD
 QN0275'CROSSING, 44 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND ABOUT
 QN0275'28 FEET EAST OF THE TRACK.  A STANDARD DISK, STAMPED M 45 1934
 QN0275'AND SET IN THE TOP OF A CONCRETE POST.
 QN0275
 QN0275                          STATION RECOVERY (1967)
 QN0275
 QN0275'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967
 QN0275'RECOVERED IN GOOD CONDITION.
 QN0275
 QN0275                          STATION RECOVERY (2004)
 QN0275
 QN0275'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 QN0275'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO0047 ***********************************************************************
 QO0047  DESIGNATION -  M 46
 QO0047  PID         -  QO0047
 QO0047  STATE/COUNTY-  WI/BARRON
 QO0047  USGS QUAD   -  TURTLE LAKE (1978)
 QO0047
 QO0047                         *CURRENT SURVEY CONTROL
 QO0047  ___________________________________________________________________
 QO0047* NAD 83(1986)-  45 24 08.     (N)    092 08 23.     (W)     SCALED    
 QO0047* NAVD 88     -       384.616  (meters)    1261.86   (feet)  ADJUSTED  
 QO0047  ___________________________________________________________________
 QO0047  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 QO0047  DYNAMIC HT  -         384.574 (meters)    1261.72  (feet)  COMP
 QO0047  MODELED GRAV-     980,496.5   (mgal)                       NAVD 88
 QO0047
 QO0047  VERT ORDER  -  FIRST     CLASS II
 QO0047
 QO0047.The horizontal coordinates were scaled from a topographic map and have
 QO0047.an estimated accuracy of +/- 6 seconds.
 QO0047
 QO0047.The orthometric height was determined by differential leveling
 QO0047.and adjusted by the National Geodetic Survey in June 1991..
 QO0047.WARNING-Repeat measurements at this control monument indicate possible
 QO0047.vertical movement.
 QO0047
 QO0047.The geoid height was determined by GEOID03.
 QO0047
 QO0047.The dynamic height is computed by dividing the NAVD 88
 QO0047.geopotential number by the normal gravity value computed on the
 QO0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0047.degrees latitude (g = 980.6199 gals.).
 QO0047
 QO0047.The modeled gravity was interpolated from observed gravity values.
 QO0047
 QO0047;                    North         East    Units  Estimated Accuracy
 QO0047;SPC WI C     -   176,550.      432,500.      MT  (+/- 180 meters Scaled)
 QO0047
 QO0047                          SUPERSEDED SURVEY CONTROL
 QO0047
 QO0047  NGVD 29 (??/??/92)  384.564  (m)         1261.69   (f) ADJ UNCH    1 2
 QO0047
 QO0047.Superseded values are not recommended for survey control.
 QO0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0047.See file dsdata.txt to determine how the superseded data were derived.
 QO0047
 QO0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL673279(NAD 83)
 QO0047_MARKER: DB = BENCH MARK DISK
 QO0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0047_PROJECTION: RECESSED 15 CENTIMETERS
 QO0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0047+STABILITY: SURFACE MOTION
 QO0047
 QO0047  HISTORY     - Date     Condition        Report By
 QO0047  HISTORY     - UNK      MONUMENTED       CGS
 QO0047  HISTORY     - 1934     GOOD             NGS
 QO0047  HISTORY     - 1938     GOOD             NGS
 QO0047  HISTORY     - 1980     GOOD             NGS
 QO0047  HISTORY     - 20040907 MARK NOT FOUND   WIDT
 QO0047
 QO0047                          STATION DESCRIPTION
 QO0047
 QO0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QO0047'0.5 MI N FROM TURTLE LAKE.
 QO0047'ALONG CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA RY., 22 FT WEST OF
 QO0047'TRACK, 25 FT SOUTH OF GRADE CROSSING, 2 FT WEST OF RIGHT OF WAY FENCE
 QO0047'WHICH IS PARALLEL TO THE ROAD, 2 AND 3/4 RAILS SOUTH OF MILE POST NO.
 QO0047'43.  NOTE-- 3 FT. BELOW TOP OF RAIL.
 QO0047
 QO0047                          STATION RECOVERY (1938)
 QO0047
 QO0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 QO0047'RECOVERED IN GOOD CONDITION.
 QO0047
 QO0047                          STATION RECOVERY (1980)
 QO0047
 QO0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 QO0047'IN TURTLE LAKE, AT THE INTERSECTION OF 1/2 STREET AND U.S. HIGHWAY 63
 QO0047'(13 1/2 AVENUE), AT A GRAVEL ROAD LEADING EAST OVER THE CHICAGO AND
 QO0047'NORTHWESTERN RAILROAD, APPROXIMATELY 150 M EAST OF THE CENTERLINE OF
 QO0047'HIGHWAY 63, 9.8 M (32.3 FT) SOUTH OF THE CENTER OF THE GRAVEL ROAD,
 QO0047'8.0 M (26.3 FT) WEST OF THE WEST RAIL, 5.4 M (18.0 FT) EAST OF AN OLD
 QO0047'FENCE LINE.
 QO0047'THE MARK IS 0.9 METERS  W FROM A WITNESS POST.
 QO0047'THE MARK IS 0.9 M BELOW THE TRACKS.
 QO0047
 QO0047                          STATION RECOVERY (2004)
 QO0047
 QO0047'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QO0047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0165 ***********************************************************************
 PO0165  DESIGNATION -  M 49
 PO0165  PID         -  PO0165
 PO0165  STATE/COUNTY-  WI/CLARK
 PO0165  USGS QUAD   -  STANLEY (1979)
 PO0165
 PO0165                         *CURRENT SURVEY CONTROL
 PO0165  ___________________________________________________________________
 PO0165* NAD 83(1986)-  44 57 32.     (N)    090 53 20.     (W)     SCALED    
 PO0165* NAVD 88     -       342.365  (meters)    1123.24   (feet)  ADJUSTED  
 PO0165  ___________________________________________________________________
 PO0165  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 PO0165  DYNAMIC HT  -         342.332 (meters)    1123.13  (feet)  COMP
 PO0165  MODELED GRAV-     980,510.7   (mgal)                       NAVD 88
 PO0165
 PO0165  VERT ORDER  -  SECOND    CLASS 0
 PO0165
 PO0165.The horizontal coordinates were scaled from a topographic map and have
 PO0165.an estimated accuracy of +/- 6 seconds.
 PO0165
 PO0165.The orthometric height was determined by differential leveling
 PO0165.and adjusted by the National Geodetic Survey in June 1991..
 PO0165
 PO0165.The geoid height was determined by GEOID03.
 PO0165
 PO0165.The dynamic height is computed by dividing the NAVD 88
 PO0165.geopotential number by the normal gravity value computed on the
 PO0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0165.degrees latitude (g = 980.6199 gals.).
 PO0165
 PO0165.The modeled gravity was interpolated from observed gravity values.
 PO0165
 PO0165;                    North         East    Units  Estimated Accuracy
 PO0165;SPC WI C     -   125,450.      529,870.      MT  (+/- 180 meters Scaled)
 PO0165
 PO0165                          SUPERSEDED SURVEY CONTROL
 PO0165
 PO0165  NGVD 29 (??/??/92)  342.364  (m)         1123.24   (f) ADJ UNCH    2 0
 PO0165
 PO0165.Superseded values are not recommended for survey control.
 PO0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0165.See file dsdata.txt to determine how the superseded data were derived.
 PO0165
 PO0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK665805(NAD 83)
 PO0165_MARKER: DB = BENCH MARK DISK
 PO0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0165+STABILITY: SURFACE MOTION
 PO0165
 PO0165  HISTORY     - Date     Condition        Report By
 PO0165  HISTORY     - UNK      MONUMENTED       CGS
 PO0165  HISTORY     - 1934     GOOD             NGS
 PO0165  HISTORY     - 1977     POOR             USGS
 PO0165  HISTORY     - 20031208 MARK NOT FOUND   WIDT
 PO0165
 PO0165                          STATION DESCRIPTION
 PO0165
 PO0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PO0165'2.5 MI E FROM STANLEY.
 PO0165'2.5 MILES EAST OF STANLEY DEPOT 27 FEET SOUTH OF CENTER OF MAIN
 PO0165'TRACK OF SOO RY.  36 FEET WEST OF GRADE CROSSING 3 FEET NORTH OF
 PO0165'TELEPHONE POLE AT MILE POST 324.8.
 PO0165
 PO0165                          STATION RECOVERY (1977)
 PO0165
 PO0165'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 PO0165'MARK RECOVERED IN POOR CONDITION.
 PO0165
 PO0165                          STATION RECOVERY (2003)
 PO0165
 PO0165'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO0053 ***********************************************************************
 QO0053  DESIGNATION -  M 50
 QO0053  PID         -  QO0053
 QO0053  STATE/COUNTY-  WI/ST CROIX
 QO0053  USGS QUAD   -  GLENWOOD CITY (1975)
 QO0053
 QO0053                         *CURRENT SURVEY CONTROL
 QO0053  ___________________________________________________________________
 QO0053* NAD 83(1986)-  45 02 56.     (N)    092 09 24.     (W)     SCALED    
 QO0053* NAVD 88     -       303.341  (meters)     995.21   (feet)  ADJUSTED  
 QO0053  ___________________________________________________________________
 QO0053  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 QO0053  DYNAMIC HT  -         303.301 (meters)     995.08  (feet)  COMP
 QO0053  MODELED GRAV-     980,477.6   (mgal)                       NAVD 88
 QO0053
 QO0053  VERT ORDER  -  SECOND    CLASS 0
 QO0053
 QO0053.The horizontal coordinates were scaled from a topographic map and have
 QO0053.an estimated accuracy of +/- 6 seconds.
 QO0053
 QO0053.The orthometric height was determined by differential leveling
 QO0053.and adjusted by the National Geodetic Survey in June 1991..
 QO0053
 QO0053.The geoid height was determined by GEOID03.
 QO0053
 QO0053.The dynamic height is computed by dividing the NAVD 88
 QO0053.geopotential number by the normal gravity value computed on the
 QO0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0053.degrees latitude (g = 980.6199 gals.).
 QO0053
 QO0053.The modeled gravity was interpolated from observed gravity values.
 QO0053
 QO0053;                    North         East    Units  Estimated Accuracy
 QO0053;SPC WI C     -   137,330.      430,130.      MT  (+/- 180 meters Scaled)
 QO0053
 QO0053                          SUPERSEDED SURVEY CONTROL
 QO0053
 QO0053  NGVD 29 (??/??/92)  303.296  (m)          995.06   (f) ADJ UNCH    2 0
 QO0053
 QO0053.Superseded values are not recommended for survey control.
 QO0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0053.See file dsdata.txt to determine how the superseded data were derived.
 QO0053
 QO0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK664887(NAD 83)
 QO0053_MARKER: DB = BENCH MARK DISK
 QO0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0053+STABILITY: SURFACE MOTION
 QO0053
 QO0053  HISTORY     - Date     Condition        Report By
 QO0053  HISTORY     - UNK      MONUMENTED       CGS
 QO0053  HISTORY     - 1934     GOOD             NGS
 QO0053  HISTORY     - 20031209 MARK NOT FOUND   WIDT
 QO0053
 QO0053                          STATION DESCRIPTION
 QO0053
 QO0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QO0053'1.2 MI E FROM GLENWOOD.
 QO0053'1.2 MILES EAST OF GLENWOOD DEPOT 44 FEET NORTH OF CENTER OF MAIN TRACK
 QO0053'OF SOO RY.  48 FEET EAST OF CENTER OF ROAD 12 FEET NORTHWEST OF
 QO0053'TELEPHONE POLE AT MILE POST 391.9.
 QO0053
 QO0053                          STATION RECOVERY (2003)
 QO0053
 QO0053'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 QO0053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0211 ***********************************************************************
 PO0211  DESIGNATION -  M 51
 PO0211  PID         -  PO0211
 PO0211  STATE/COUNTY-  WI/CHIPPEWA
 PO0211  USGS QUAD   -  CHIPPEWA FALLS (1981)
 PO0211
 PO0211                         *CURRENT SURVEY CONTROL
 PO0211  ___________________________________________________________________
 PO0211* NAD 83(1986)-  44 55 34.     (N)    091 27 11.     (W)     SCALED    
 PO0211* NAVD 88     -       252.657  (meters)     828.93   (feet)  ADJUSTED  
 PO0211  ___________________________________________________________________
 PO0211  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 PO0211  DYNAMIC HT  -         252.632 (meters)     828.84  (feet)  COMP
 PO0211  MODELED GRAV-     980,512.4   (mgal)                       NAVD 88
 PO0211
 PO0211  VERT ORDER  -  SECOND    CLASS 0
 PO0211
 PO0211.The horizontal coordinates were scaled from a topographic map and have
 PO0211.an estimated accuracy of +/- 6 seconds.
 PO0211
 PO0211.The orthometric height was determined by differential leveling
 PO0211.and adjusted by the National Geodetic Survey in June 1991..
 PO0211
 PO0211.The geoid height was determined by GEOID03.
 PO0211
 PO0211.The dynamic height is computed by dividing the NAVD 88
 PO0211.geopotential number by the normal gravity value computed on the
 PO0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0211.degrees latitude (g = 980.6199 gals.).
 PO0211
 PO0211.The modeled gravity was interpolated from observed gravity values.
 PO0211
 PO0211;                    North         East    Units  Estimated Accuracy
 PO0211;SPC WI C     -   122,460.      485,300.      MT  (+/- 180 meters Scaled)
 PO0211
 PO0211                          SUPERSEDED SURVEY CONTROL
 PO0211
 PO0211  NGVD 29 (??/??/92)  252.644  (m)          828.88   (f) ADJ UNCH    2 0
 PO0211
 PO0211.Superseded values are not recommended for survey control.
 PO0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0211.See file dsdata.txt to determine how the superseded data were derived.
 PO0211
 PO0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK220759(NAD 83)
 PO0211_MARKER: DB = BENCH MARK DISK
 PO0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0211+STABILITY: SURFACE MOTION
 PO0211
 PO0211  HISTORY     - Date     Condition        Report By
 PO0211  HISTORY     - UNK      MONUMENTED       CGS
 PO0211  HISTORY     - 1934     GOOD             NGS
 PO0211  HISTORY     - 1972     POOR             USGS
 PO0211  HISTORY     - 20031204 MARK NOT FOUND   WIDT
 PO0211
 PO0211                          STATION DESCRIPTION
 PO0211
 PO0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PO0211'3 MI W FROM CHIPPEWA FALLS.
 PO0211'3 MILES WEST OF CHIPPEWA FALLS DEPOT 45 FEET SOUTH OF CENTER OF
 PO0211'MAIN TRACK OF SOO RY.  18 FEET EAST OF CENTER OF PRIVATE GRADE
 PO0211'CROSSING 3 1/2 POLES EAST OF MILE POST 354.
 PO0211
 PO0211                          STATION RECOVERY (1972)
 PO0211
 PO0211'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 PO0211'MARK RECOVERED IN POOR CONDITION.
 PO0211
 PO0211                          STATION RECOVERY (2003)
 PO0211
 PO0211'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0211'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP0028 ***********************************************************************
 PP0028  DESIGNATION -  M 52
 PP0028  PID         -  PP0028
 PP0028  STATE/COUNTY-  WI/BUFFALO
 PP0028  USGS QUAD   -  ELLA (1972)
 PP0028
 PP0028                         *CURRENT SURVEY CONTROL
 PP0028  ___________________________________________________________________
 PP0028* NAD 83(1986)-  44 30 51.     (N)    092 02 27.     (W)     SCALED    
 PP0028* NAVD 88     -       210.014  (meters)     689.02   (feet)  ADJUSTED  
 PP0028  ___________________________________________________________________
 PP0028  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 PP0028  DYNAMIC HT  -         209.988 (meters)     688.94  (feet)  COMP
 PP0028  MODELED GRAV-     980,492.3   (mgal)                       NAVD 88
 PP0028
 PP0028  VERT ORDER  -  SECOND    CLASS 0
 PP0028
 PP0028.The horizontal coordinates were scaled from a topographic map and have
 PP0028.an estimated accuracy of +/- 6 seconds.
 PP0028
 PP0028.The orthometric height was determined by differential leveling
 PP0028.and adjusted by the National Geodetic Survey in June 1991..
 PP0028
 PP0028.The geoid height was determined by GEOID03.
 PP0028
 PP0028.The dynamic height is computed by dividing the NAVD 88
 PP0028.geopotential number by the normal gravity value computed on the
 PP0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0028.degrees latitude (g = 980.6199 gals.).
 PP0028
 PP0028.The modeled gravity was interpolated from observed gravity values.
 PP0028
 PP0028;                    North         East    Units  Estimated Accuracy
 PP0028;SPC WI C     -    77,690.      437,760.      MT  (+/- 180 meters Scaled)
 PP0028
 PP0028                          SUPERSEDED SURVEY CONTROL
 PP0028
 PP0028  NGVD 29 (??/??/92)  209.970  (m)          688.88   (f) ADJ UNCH    2 0
 PP0028
 PP0028.Superseded values are not recommended for survey control.
 PP0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0028.See file dsdata.txt to determine how the superseded data were derived.
 PP0028
 PP0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK762294(NAD 83)
 PP0028_MARKER: DB = BENCH MARK DISK
 PP0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0028+STABILITY: SURFACE MOTION
 PP0028
 PP0028  HISTORY     - Date     Condition        Report By
 PP0028  HISTORY     - UNK      MONUMENTED       CGS
 PP0028  HISTORY     - 1934     GOOD             NGS
 PP0028  HISTORY     - 1972     MARK NOT FOUND   USGS
 PP0028
 PP0028                          STATION DESCRIPTION
 PP0028
 PP0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PP0028'9 MI S FROM DURAND.
 PP0028'38 FEET EAST OF CENTER OF MAIN TRACK OF C. M. ST. P. AND P. RR. 7 FEET
 PP0028'WEST OF FENCE.  15 FEET NORTHEAST OF 2ND POLE NORTH OF MILE POLE NO.
 PP0028'10.
 PP0028
 PP0028                          STATION RECOVERY (1972)
 PP0028
 PP0028'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 PP0028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0111 ***********************************************************************
 QN0111  DESIGNATION -  M 53
 QN0111  PID         -  QN0111
 QN0111  STATE/COUNTY-  WI/PRICE
 QN0111  USGS QUAD   -  OGEMA (1970)
 QN0111
 QN0111                         *CURRENT SURVEY CONTROL
 QN0111  ___________________________________________________________________
 QN0111* NAD 83(1986)-  45 23 42.     (N)    090 17 53.     (W)     SCALED    
 QN0111* NAVD 88     -       470.030  (meters)    1542.09   (feet)  ADJUSTED  
 QN0111  ___________________________________________________________________
 QN0111  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 QN0111  DYNAMIC HT  -         469.999 (meters)    1541.99  (feet)  COMP
 QN0111  MODELED GRAV-     980,536.7   (mgal)                       NAVD 88
 QN0111
 QN0111  VERT ORDER  -  SECOND    CLASS 0
 QN0111
 QN0111.The horizontal coordinates were scaled from a topographic map and have
 QN0111.an estimated accuracy of +/- 6 seconds.
 QN0111
 QN0111.The orthometric height was determined by differential leveling
 QN0111.and adjusted by the National Geodetic Survey in June 1991..
 QN0111
 QN0111.The geoid height was determined by GEOID03.
 QN0111
 QN0111.The dynamic height is computed by dividing the NAVD 88
 QN0111.geopotential number by the normal gravity value computed on the
 QN0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0111.degrees latitude (g = 980.6199 gals.).
 QN0111
 QN0111.The modeled gravity was interpolated from observed gravity values.
 QN0111
 QN0111;                    North         East    Units  Estimated Accuracy
 QN0111;SPC WI N     -    25,420.      576,660.      MT  (+/- 180 meters Scaled)
 QN0111
 QN0111                          SUPERSEDED SURVEY CONTROL
 QN0111
 QN0111  NGVD 29 (??/??/92)  470.019  (m)         1542.05   (f) ADJ UNCH    2 0
 QN0111
 QN0111.Superseded values are not recommended for survey control.
 QN0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0111.See file dsdata.txt to determine how the superseded data were derived.
 QN0111
 QN0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL114303(NAD 83)
 QN0111_MARKER: DB = BENCH MARK DISK
 QN0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0111_STAMPING: M 53 1934
 QN0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0111+STABILITY: SURFACE MOTION
 QN0111
 QN0111  HISTORY     - Date     Condition        Report By
 QN0111  HISTORY     - 1934     MONUMENTED       CGS
 QN0111  HISTORY     - 20041012 MARK NOT FOUND   WIDT
 QN0111
 QN0111                          STATION DESCRIPTION
 QN0111
 QN0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QN0111'3 MI N FROM WESTBORO.
 QN0111'IN PRICE COUNTY, 3 MILES NORTH ALONG THE MINNEAPOLIS, ST. PAUL
 QN0111'AND SAULT STE. MARIE RAILWAY FROM WESTBORO, TAYLOR COUNTY, 1 1/2
 QN0111'RAILS NORTH OF MILEPOST 335, 8 FEET SOUTH OF A COUNTY ROAD, 75
 QN0111'FEET EAST OF STATE HIGHWAY 13, AND 16 FEET WEST OF THE CENTERLINE
 QN0111'OF THE TRACK.  A STANDARD DISK, STAMPED M 53 1934 AND SET IN
 QN0111'THE TOP OF A CONCRETE POST.
 QN0111
 QN0111                          STATION RECOVERY (2004)
 QN0111
 QN0111'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0136 ***********************************************************************
 PO0136  DESIGNATION -  M 54
 PO0136  PID         -  PO0136
 PO0136  STATE/COUNTY-  WI/JACKSON
 PO0136  USGS QUAD   -  MERRILLAN (1984)
 PO0136
 PO0136                         *CURRENT SURVEY CONTROL
 PO0136  ___________________________________________________________________
 PO0136* NAD 83(1986)-  44 23 08.     (N)    090 48 35.     (W)     SCALED    
 PO0136* NAVD 88     -       270.813  (meters)     888.49   (feet)  ADJUSTED  
 PO0136  ___________________________________________________________________
 PO0136  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 PO0136  DYNAMIC HT  -         270.771 (meters)     888.35  (feet)  COMP
 PO0136  MODELED GRAV-     980,455.5   (mgal)                       NAVD 88
 PO0136
 PO0136  VERT ORDER  -  SECOND    CLASS 0
 PO0136
 PO0136.The horizontal coordinates were scaled from a topographic map and have
 PO0136.an estimated accuracy of +/- 6 seconds.
 PO0136
 PO0136.The orthometric height was determined by differential leveling
 PO0136.and adjusted by the National Geodetic Survey in June 1991..
 PO0136
 PO0136.The geoid height was determined by GEOID03.
 PO0136
 PO0136.The dynamic height is computed by dividing the NAVD 88
 PO0136.geopotential number by the normal gravity value computed on the
 PO0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0136.degrees latitude (g = 980.6199 gals.).
 PO0136
 PO0136.The modeled gravity was interpolated from observed gravity values.
 PO0136
 PO0136;                    North         East    Units  Estimated Accuracy
 PO0136;SPC WI C     -    61,680.      535,480.      MT  (+/- 180 meters Scaled)
 PO0136
 PO0136                          SUPERSEDED SURVEY CONTROL
 PO0136
 PO0136  NGVD 29 (??/??/92)  270.816  (m)          888.50   (f) ADJ UNCH    2 0
 PO0136
 PO0136.Superseded values are not recommended for survey control.
 PO0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0136.See file dsdata.txt to determine how the superseded data were derived.
 PO0136
 PO0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK744170(NAD 83)
 PO0136_MARKER: DB = BENCH MARK DISK
 PO0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0136+STABILITY: SURFACE MOTION
 PO0136
 PO0136  HISTORY     - Date     Condition        Report By
 PO0136  HISTORY     - UNK      MONUMENTED       CGS
 PO0136  HISTORY     - 1934     GOOD             NGS
 PO0136  HISTORY     - 20031117 MARK NOT FOUND   WIDT
 PO0136
 PO0136                          STATION DESCRIPTION
 PO0136
 PO0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PO0136'5 MI S FROM MERRILLAN.
 PO0136'5.0 MILES SOUTH OF BY RAILROAD ALONG THE CHICAGO MINNEAPOLIS ST
 PO0136'PAUL AND OMAHA RR 22 FEET EAST OF CENTER OF NORTHBOUND TRACK
 PO0136'20 FEET NORTH OF COUNTY ROAD CROSSING BY THE WEST END OF A
 PO0136'EAST-WEST FENCE MP 136 + 30 1 IN ABOVE THE GROUND
 PO0136
 PO0136                          STATION RECOVERY (2003)
 PO0136
 PO0136'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0036 ***********************************************************************
 PO0036  DESIGNATION -  M 55
 PO0036  PID         -  PO0036
 PO0036  STATE/COUNTY-  WI/WOOD
 PO0036  USGS QUAD   -  SPENCER SOUTH (1979)
 PO0036
 PO0036                         *CURRENT SURVEY CONTROL
 PO0036  ___________________________________________________________________
 PO0036* NAD 83(1986)-  44 39 09.     (N)    090 16 46.     (W)     SCALED    
 PO0036* NAVD 88     -       381.582  (meters)    1251.91   (feet)  ADJUSTED  
 PO0036  ___________________________________________________________________
 PO0036  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 PO0036  DYNAMIC HT  -         381.516 (meters)    1251.69  (feet)  COMP
 PO0036  MODELED GRAV-     980,434.6   (mgal)                       NAVD 88
 PO0036
 PO0036  VERT ORDER  -  SECOND    CLASS 0
 PO0036
 PO0036.The horizontal coordinates were scaled from a topographic map and have
 PO0036.an estimated accuracy of +/- 6 seconds.
 PO0036
 PO0036.The orthometric height was determined by differential leveling
 PO0036.and adjusted by the National Geodetic Survey in June 1991..
 PO0036
 PO0036.The geoid height was determined by GEOID03.
 PO0036
 PO0036.The dynamic height is computed by dividing the NAVD 88
 PO0036.geopotential number by the normal gravity value computed on the
 PO0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0036.degrees latitude (g = 980.6199 gals.).
 PO0036
 PO0036.The modeled gravity was interpolated from observed gravity values.
 PO0036
 PO0036;                    North         East    Units  Estimated Accuracy
 PO0036;SPC WI C     -    91,060.      577,840.      MT  (+/- 180 meters Scaled)
 PO0036
 PO0036                          SUPERSEDED SURVEY CONTROL
 PO0036
 PO0036  NGVD 29 (??/??/92)  381.590  (m)         1251.93   (f) ADJ UNCH    2 0
 PO0036
 PO0036.Superseded values are not recommended for survey control.
 PO0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0036.See file dsdata.txt to determine how the superseded data were derived.
 PO0036
 PO0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK157479(NAD 83)
 PO0036_MARKER: DB = BENCH MARK DISK
 PO0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0036_STAMPING: M 55 1934
 PO0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0036+STABILITY: SURFACE MOTION
 PO0036
 PO0036  HISTORY     - Date     Condition        Report By
 PO0036  HISTORY     - 1934     MONUMENTED       CGS
 PO0036  HISTORY     - 1977     MARK NOT FOUND   USGS
 PO0036
 PO0036                          STATION DESCRIPTION
 PO0036
 PO0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PO0036'AT EBBE.
 PO0036'AT EBBE, WOOD COUNTY, ON THE CHICAGO, ST. PAUL, MINNEAPOLIS
 PO0036'AND OMAHA RAILWAY, ABOUT 10 RAILS SOUTHWEST OF THE STATION
 PO0036'BOARD, AT MILEPOST 32+22, ABOUT 1 RAIL WEST OF A ROAD CROSSING,
 PO0036'AND ABOUT 19 FEET SOUTH OF THE CENTER LINE OF THE TRACK.  A
 PO0036'STANDARD DISK, STAMPED M 55 1934 AND SET IN THE TOP OF A CONCRETE
 PO0036'POST.
 PO0036
 PO0036                          STATION RECOVERY (1977)
 PO0036
 PO0036'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 PO0036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0126 ***********************************************************************
 PO0126  DESIGNATION -  M 56
 PO0126  PID         -  PO0126
 PO0126  STATE/COUNTY-  WI/JACKSON
 PO0126  USGS QUAD   -  ALMA CENTER (1984)
 PO0126
 PO0126                         *CURRENT SURVEY CONTROL
 PO0126  ___________________________________________________________________
 PO0126* NAD 83(1986)-  44 25 12.     (N)    090 56 52.     (W)     SCALED    
 PO0126* NAVD 88     -       294.740  (meters)     966.99   (feet)  ADJUSTED  
 PO0126  ___________________________________________________________________
 PO0126  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 PO0126  DYNAMIC HT  -         294.695 (meters)     966.85  (feet)  COMP
 PO0126  MODELED GRAV-     980,456.9   (mgal)                       NAVD 88
 PO0126
 PO0126  VERT ORDER  -  SECOND    CLASS 0
 PO0126
 PO0126.The horizontal coordinates were scaled from a topographic map and have
 PO0126.an estimated accuracy of +/- 6 seconds.
 PO0126
 PO0126.The orthometric height was determined by differential leveling
 PO0126.and adjusted by the National Geodetic Survey in June 1991..
 PO0126
 PO0126.The geoid height was determined by GEOID03.
 PO0126
 PO0126.The dynamic height is computed by dividing the NAVD 88
 PO0126.geopotential number by the normal gravity value computed on the
 PO0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0126.degrees latitude (g = 980.6199 gals.).
 PO0126
 PO0126.The modeled gravity was interpolated from observed gravity values.
 PO0126
 PO0126;                    North         East    Units  Estimated Accuracy
 PO0126;SPC WI C     -    65,630.      524,520.      MT  (+/- 180 meters Scaled)
 PO0126
 PO0126                          SUPERSEDED SURVEY CONTROL
 PO0126
 PO0126  NGVD 29 (??/??/92)  294.742  (m)          967.00   (f) ADJ UNCH    2 0
 PO0126
 PO0126.Superseded values are not recommended for survey control.
 PO0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0126.See file dsdata.txt to determine how the superseded data were derived.
 PO0126
 PO0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK633205(NAD 83)
 PO0126_MARKER: DB = BENCH MARK DISK
 PO0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0126_STAMPING: M 56 1934
 PO0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0126+STABILITY: SURFACE MOTION
 PO0126
 PO0126  HISTORY     - Date     Condition        Report By
 PO0126  HISTORY     - 1934     MONUMENTED       CGS
 PO0126  HISTORY     - 1959     MARK NOT FOUND   FAS
 PO0126
 PO0126                          STATION DESCRIPTION
 PO0126
 PO0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PO0126'2 MI W FROM ALMA CENTRE.
 PO0126'ABOUT 2.0 MILES WEST ALONG THE GREEN BAY AND WESTERN RAILROAD
 PO0126'FROM ALMA CENTER, JACKSON COUNTY, ABOUT 2-1/2 POLES EAST OF
 PO0126'MILEPOST GB 154, ABOUT 30 FEET EAST OF A CATTLE CROSSING AND A
 PO0126'GATE, AND 10 FEET NORTH OF THE CENTER LINE OF THE TRACK.  A
 PO0126'STANDARD DISK, STAMPED M 56 1934 AND SET IN THE TOP OF A CONCRETE
 PO0126'POST ABOUT LEVEL WITH THE GROUND.  NOTE-- RR HAS WIDENED THEIR
 PO0126'BED AND QUITE A BIT OF DITCHING
 PO0126
 PO0126                          STATION RECOVERY (1959)
 PO0126
 PO0126'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1959
 PO0126'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0256 ***********************************************************************
 QN0256  DESIGNATION -  M 57
 QN0256  PID         -  QN0256
 QN0256  STATE/COUNTY-  WI/CHIPPEWA
 QN0256  USGS QUAD   -  NEW AUBURN (1975)
 QN0256
 QN0256                         *CURRENT SURVEY CONTROL
 QN0256  ___________________________________________________________________
 QN0256* NAD 83(1986)-  45 10 59.     (N)    091 32 30.     (W)     SCALED    
 QN0256* NAVD 88     -       328.602  (meters)    1078.09   (feet)  ADJUSTED  
 QN0256  ___________________________________________________________________
 QN0256  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 QN0256  DYNAMIC HT  -         328.579 (meters)    1078.01  (feet)  COMP
 QN0256  MODELED GRAV-     980,538.0   (mgal)                       NAVD 88
 QN0256
 QN0256  VERT ORDER  -  SECOND    CLASS 0
 QN0256
 QN0256.The horizontal coordinates were scaled from a topographic map and have
 QN0256.an estimated accuracy of +/- 6 seconds.
 QN0256
 QN0256.The orthometric height was determined by differential leveling
 QN0256.and adjusted by the National Geodetic Survey in June 1991..
 QN0256
 QN0256.The geoid height was determined by GEOID03.
 QN0256
 QN0256.The dynamic height is computed by dividing the NAVD 88
 QN0256.geopotential number by the normal gravity value computed on the
 QN0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0256.degrees latitude (g = 980.6199 gals.).
 QN0256
 QN0256.The modeled gravity was interpolated from observed gravity values.
 QN0256
 QN0256;                    North         East    Units  Estimated Accuracy
 QN0256;SPC WI C     -   151,130.      478,850.      MT  (+/- 180 meters Scaled)
 QN0256
 QN0256                          SUPERSEDED SURVEY CONTROL
 QN0256
 QN0256  NGVD 29 (??/??/92)  328.593  (m)         1078.06   (f) ADJ UNCH    2 0
 QN0256
 QN0256.Superseded values are not recommended for survey control.
 QN0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0256.See file dsdata.txt to determine how the superseded data were derived.
 QN0256
 QN0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL145043(NAD 83)
 QN0256_MARKER: DB = BENCH MARK DISK
 QN0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0256_STAMPING: M 57 1934
 QN0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0256+STABILITY: SURFACE MOTION
 QN0256
 QN0256  HISTORY     - Date     Condition        Report By
 QN0256  HISTORY     - 1934     MONUMENTED       CGS
 QN0256  HISTORY     - 1975     MARK NOT FOUND   USGS
 QN0256  HISTORY     - 20031105 MARK NOT FOUND   WIDT
 QN0256
 QN0256                          STATION DESCRIPTION
 QN0256
 QN0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QN0256'2 MI S FROM NEW AUBURN.
 QN0256'ABOUT 2 MILES SOUTH OF NEW AUBURN ALONG THE CHICAGO, SAINT PAUL,
 QN0256'MINNEAPOLIS AND OMAHA RAILWAY FROM NEW AUBURN, CHIPPEWA COUNTY,
 QN0256'5 POLES NORTH OF MILEPOST 31, AT A ROAD CROSSING, 40 FEET SOUTH
 QN0256'OF THE ROAD, 50 FEET WEST OF U.S. HIGHWAY 53, AND 40 FEET EAST
 QN0256'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK STAMPED M 57
 QN0256'1934 AND SET IN THE TOP OF A CONCRETE POST.
 QN0256
 QN0256                          STATION RECOVERY (1975)
 QN0256
 QN0256'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 QN0256'MARK NOT FOUND.
 QN0256
 QN0256                          STATION RECOVERY (2003)
 QN0256
 QN0256'RECOVERY NOTE BY WI DEPT OF TRANSP 2003
 QN0256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP0596 ***********************************************************************
 PP0596  DESIGNATION -  M 59
 PP0596  PID         -  PP0596
 PP0596  STATE/COUNTY-  WI/PIERCE
 PP0596  USGS QUAD   -  RED WING (1994)
 PP0596
 PP0596                         *CURRENT SURVEY CONTROL
 PP0596  ___________________________________________________________________
 PP0596* NAD 83(1986)-  44 36 06.     (N)    092 32 17.     (W)     SCALED    
 PP0596* NAVD 88     -       219.303  (meters)     719.50   (feet)  ADJUSTED  
 PP0596  ___________________________________________________________________
 PP0596  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 PP0596  DYNAMIC HT  -         219.271 (meters)     719.39  (feet)  COMP
 PP0596  MODELED GRAV-     980,469.8   (mgal)                       NAVD 88
 PP0596
 PP0596  VERT ORDER  -  FIRST     CLASS I
 PP0596
 PP0596.The horizontal coordinates were scaled from a topographic map and have
 PP0596.an estimated accuracy of +/- 6 seconds.
 PP0596
 PP0596.The orthometric height was determined by differential leveling
 PP0596.and adjusted by the National Geodetic Survey in June 1991..
 PP0596
 PP0596.The geoid height was determined by GEOID03.
 PP0596
 PP0596.The dynamic height is computed by dividing the NAVD 88
 PP0596.geopotential number by the normal gravity value computed on the
 PP0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0596.degrees latitude (g = 980.6199 gals.).
 PP0596
 PP0596.The modeled gravity was interpolated from observed gravity values.
 PP0596
 PP0596;                    North         East    Units  Estimated Accuracy
 PP0596;SPC WI C     -    88,520.      398,540.      MT  (+/- 180 meters Scaled)
 PP0596
 PP0596                          SUPERSEDED SURVEY CONTROL
 PP0596
 PP0596  NGVD 29 (??/??/92)  219.265  (m)          719.37   (f) ADJ UNCH    1 1
 PP0596
 PP0596.Superseded values are not recommended for survey control.
 PP0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0596.See file dsdata.txt to determine how the superseded data were derived.
 PP0596
 PP0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK366388(NAD 83)
 PP0596_MARKER: DB = BENCH MARK DISK
 PP0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0596_STAMPING: M 59 1934
 PP0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0596+STABILITY: SURFACE MOTION
 PP0596
 PP0596  HISTORY     - Date     Condition        Report By
 PP0596  HISTORY     - 1934     MONUMENTED       CGS
 PP0596  HISTORY     - 1970     GOOD             NGS
 PP0596  HISTORY     - 20020921 POOR             USPSQD
 PP0596
 PP0596                          STATION DESCRIPTION
 PP0596
 PP0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PP0596'IN HAGER CITY.
 PP0596'AT HAGER CITY, 86.0 FEET WEST AND ACROSS COUNTY ROADS VV AND K FROM
 PP0596'THE NORTHWEST CORNER OF THE POST OFFICE, 31 FEET WEST OF THE CENTER
 PP0596'LINE OF THE ROAD, 122 1/2 FEET EAST-SOUTHEAST OF A LARGE FRAME HOUSE
 PP0596'WHICH IS THE LOCATION OF THE OLD SCHOOL, 6.5 FEET SOUTH OF A POWER
 PP0596'POLE WHICH IS BRACED BY A GUY WIRE, ABOUT 2 FEET ABOVE THE LEVEL OF
 PP0596'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH
 PP0596'THE SURFACE OF THE GROUND.  1/4, SEC 3, T 24N, R 18W.
 PP0596
 PP0596                          STATION RECOVERY (2002)
 PP0596
 PP0596'RECOVERY NOTE BY US POWER SQUADRON 2002 (KG)
 PP0596'REMOVE REFERENCE TO POST OFFICE. NUMBER DESIGNATION IS WORN ON DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0186 ***********************************************************************
 PM0186  DESIGNATION -  M 6
 PM0186  PID         -  PM0186
 PM0186  STATE/COUNTY-  WI/OCONTO
 PM0186  USGS QUAD   -  PENSAUKEE (1974)
 PM0186
 PM0186                         *CURRENT SURVEY CONTROL
 PM0186  ___________________________________________________________________
 PM0186* NAD 83(1986)-  44 47 33.     (N)    087 56 14.     (W)     SCALED    
 PM0186* NAVD 88     -       183.652  (meters)     602.53   (feet)  POSTED    
 PM0186  ___________________________________________________________________
 PM0186  GEOID HEIGHT-         -36.37  (meters)                     GEOID03
 PM0186  DYNAMIC HT  -         183.630 (meters)     602.46  (feet)  COMP
 PM0186  MODELED GRAV-     980,513.2   (mgal)                       NAVD 88
 PM0186
 PM0186  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 PM0186
 PM0186.The horizontal coordinates were scaled from a topographic map and have
 PM0186.an estimated accuracy of +/- 6 seconds.
 PM0186
 PM0186.The orthometric height was determined by differential leveling
 PM0186.and adjusted by the National Geodetic Survey in 1992..
 PM0186.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 PM0186.rate of 3.1 thru 4.0 mm/km.
 PM0186
 PM0186.The geoid height was determined by GEOID03.
 PM0186
 PM0186.The dynamic height is computed by dividing the NAVD 88
 PM0186.geopotential number by the normal gravity value computed on the
 PM0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0186.degrees latitude (g = 980.6199 gals.).
 PM0186
 PM0186.The modeled gravity was interpolated from observed gravity values.
 PM0186
 PM0186;                    North         East    Units  Estimated Accuracy
 PM0186;SPC WI C     -   108,650.      763,200.      MT  (+/- 180 meters Scaled)
 PM0186
 PM0186                          SUPERSEDED SURVEY CONTROL
 PM0186
 PM0186  NGVD 29 (??/??/92)  183.658  (m)          602.55   (f) ADJ UNCH    1 2
 PM0186
 PM0186.Superseded values are not recommended for survey control.
 PM0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0186.See file dsdata.txt to determine how the superseded data were derived.
 PM0186
 PM0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ258603(NAD 83)
 PM0186_MARKER: DB = BENCH MARK DISK
 PM0186_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PM0186_SP_SET: CULVERT
 PM0186_STAMPING: 602.551 M 6 1930
 PM0186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PM0186
 PM0186  HISTORY     - Date     Condition        Report By
 PM0186  HISTORY     - 1930     MONUMENTED       CGS
 PM0186  HISTORY     - 1934     GOOD             NGS
 PM0186
 PM0186                          STATION DESCRIPTION
 PM0186
 PM0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PM0186'2.3 MI S FROM PENSAUKEE.
 PM0186'2.3 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PM0186'FROM PENSAUKEE, OCONTO COUNTY, AT STONE CULVERT 43, 6 FEET SOUTH
 PM0186'OF THE CULVERT NUMBER SIGN, 7.4 FEET EAST OF THE EAST RAIL,
 PM0186'IN THE COPING OF THE CULVERT, AND ABOUT 1 FOOT SOUTH OF THE
 PM0186'NORTHEAST CORNER.  A STANDARD DISK, STAMPED 602.551 M 6 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0312 ***********************************************************************
 PO0312  DESIGNATION -  M 60
 PO0312  PID         -  PO0312
 PO0312  STATE/COUNTY-  WI/TREMPEALEAU
 PO0312  USGS QUAD   -  DODGE (1973)
 PO0312
 PO0312                         *CURRENT SURVEY CONTROL
 PO0312  ___________________________________________________________________
 PO0312* NAD 83(1986)-  44 13 44.     (N)    091 32 43.     (W)     SCALED    
 PO0312* NAVD 88     -       216.679  (meters)     710.89   (feet)  ADJUSTED  
 PO0312  ___________________________________________________________________
 PO0312  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 PO0312  DYNAMIC HT  -         216.649 (meters)     710.79  (feet)  COMP
 PO0312  MODELED GRAV-     980,478.5   (mgal)                       NAVD 88
 PO0312
 PO0312  VERT ORDER  -  SECOND    CLASS 0
 PO0312
 PO0312.The horizontal coordinates were scaled from a topographic map and have
 PO0312.an estimated accuracy of +/- 6 seconds.
 PO0312
 PO0312.The orthometric height was determined by differential leveling
 PO0312.and adjusted by the National Geodetic Survey in June 1991..
 PO0312
 PO0312.The geoid height was determined by GEOID03.
 PO0312
 PO0312.The dynamic height is computed by dividing the NAVD 88
 PO0312.geopotential number by the normal gravity value computed on the
 PO0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0312.degrees latitude (g = 980.6199 gals.).
 PO0312
 PO0312.The modeled gravity was interpolated from observed gravity values.
 PO0312
 PO0312;                    North         East    Units  Estimated Accuracy
 PO0312;SPC WI C     -    45,130.      476,540.      MT  (+/- 180 meters Scaled)
 PO0312
 PO0312                          SUPERSEDED SURVEY CONTROL
 PO0312
 PO0312  NGVD 29 (??/??/92)  216.694  (m)          710.94   (f) ADJ UNCH    2 0
 PO0312
 PO0312.Superseded values are not recommended for survey control.
 PO0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0312.See file dsdata.txt to determine how the superseded data were derived.
 PO0312
 PO0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ161983(NAD 83)
 PO0312_MARKER: DB = BENCH MARK DISK
 PO0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0312+STABILITY: SURFACE MOTION
 PO0312
 PO0312  HISTORY     - Date     Condition        Report By
 PO0312  HISTORY     - UNK      MONUMENTED       CGS
 PO0312  HISTORY     - 1934     GOOD             NGS
 PO0312  HISTORY     - 1953     GOOD             GWRR
 PO0312  HISTORY     - 1973     MARK NOT FOUND   USGS
 PO0312
 PO0312                          STATION DESCRIPTION
 PO0312
 PO0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PO0312'2.8 MI S FROM ARCADIA.
 PO0312'2.8 MILES SOUTH OF BY RAILROAD ALONG THE GREEN BAY AND WESTERN
 PO0312'RR, 25 FEET EAST OF CENTER OF TRACK, 3 FEET SOUTHEAST OF MP
 PO0312'GB 195, 1 IN ABOVE THE GROUND
 PO0312
 PO0312                          STATION RECOVERY (1953)
 PO0312
 PO0312'RECOVERY NOTE BY GREAT WESTERN RAILROAD 1953
 PO0312'RECOVERED IN GOOD CONDITION.
 PO0312
 PO0312                          STATION RECOVERY (1973)
 PO0312
 PO0312'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PO0312'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL1127 ***********************************************************************
 RL1127  DESIGNATION -  M 61
 RL1127  PID         -  RL1127
 RL1127  STATE/COUNTY-  WI/VILAS
 RL1127  USGS QUAD   -  WINCHESTER (1981)
 RL1127
 RL1127                         *CURRENT SURVEY CONTROL
 RL1127  ___________________________________________________________________
 RL1127* NAD 83(1986)-  46 11 42.     (N)    089 55 31.     (W)     SCALED    
 RL1127* NAVD 88     -       507.857  (meters)    1666.19   (feet)  ADJUSTED  
 RL1127  ___________________________________________________________________
 RL1127  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 RL1127  DYNAMIC HT  -         507.853 (meters)    1666.18  (feet)  COMP
 RL1127  MODELED GRAV-     980,591.7   (mgal)                       NAVD 88
 RL1127
 RL1127  VERT ORDER  -  SECOND    CLASS 0
 RL1127
 RL1127.The horizontal coordinates were scaled from a topographic map and have
 RL1127.an estimated accuracy of +/- 6 seconds.
 RL1127
 RL1127.The orthometric height was determined by differential leveling
 RL1127.and adjusted by the National Geodetic Survey in June 1991..
 RL1127
 RL1127.The geoid height was determined by GEOID03.
 RL1127
 RL1127.The dynamic height is computed by dividing the NAVD 88
 RL1127.geopotential number by the normal gravity value computed on the
 RL1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1127.degrees latitude (g = 980.6199 gals.).
 RL1127
 RL1127.The modeled gravity was interpolated from observed gravity values.
 RL1127
 RL1127;                    North         East    Units  Estimated Accuracy
 RL1127;SPC WI N     -   114,300.      605,770.      MT  (+/- 180 meters Scaled)
 RL1127
 RL1127                          SUPERSEDED SURVEY CONTROL
 RL1127
 RL1127  NGVD 29 (??/??/92)  507.845  (m)         1666.15   (f) ADJ UNCH    2 0
 RL1127
 RL1127.Superseded values are not recommended for survey control.
 RL1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1127.See file dsdata.txt to determine how the superseded data were derived.
 RL1127
 RL1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS742198(NAD 83)
 RL1127_MARKER: DB = BENCH MARK DISK
 RL1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1127_STAMPING: M 61 1948
 RL1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1127+STABILITY: SURFACE MOTION
 RL1127_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1127+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2005
 RL1127
 RL1127  HISTORY     - Date     Condition        Report By
 RL1127  HISTORY     - 1948     MONUMENTED       CGS
 RL1127  HISTORY     - 1988     GOOD             USPSQD
 RL1127  HISTORY     - 19960624 MARK NOT FOUND   USPSQD
 RL1127  HISTORY     - 20050914 GOOD             WIDT
 RL1127
 RL1127                          STATION DESCRIPTION
 RL1127
 RL1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1127'2.8 MI SW FROM WINCHESTER.
 RL1127'ABOUT 2.4 MILES WEST AND SOUTH ALONG A GRAVEL ROAD FROM THE
 RL1127'GRADE SCHOOL AT WINCHESTER, THENCE ABOUT 0.45 MILE SOUTHWEST
 RL1127'ALONG A ROAD TO MERCER, ABOUT 0.3 MILE NORTHEAST OF A ROAD
 RL1127'NORTHWEST TO CEDAR ISLAND, ABOUT 0.3 MILE NORTHEAST OF THE
 RL1127'IRON-VILAS COUNTY LINE, 25 FEET SOUTHEAST OF THE CENTER LINE
 RL1127'OF THE ROAD, 31 FEET NORTH OF A TRIANGULAR BLAZED 9-INCH ASPEN
 RL1127'TREE, 22 FEET NORTH-NORTHEAST OF A TELEPHONE POLE, 20 FEET
 RL1127'NORTHWEST OF A TRIANGULAR BLAZED 8-INCH ASPEN TREE, 2 1/2 FEET
 RL1127'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL1127'5 INCHES.
 RL1127
 RL1127                          STATION RECOVERY (1988)
 RL1127
 RL1127'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL1127'RECOVERED IN GOOD CONDITION.
 RL1127
 RL1127                          STATION RECOVERY (1996)
 RL1127
 RL1127'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL1127'MARK NOT FOUND.
 RL1127
 RL1127                          STATION RECOVERY (2005)
 RL1127
 RL1127'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1127'RECOVERED IN GOOD CONDITION. -ADD-THE STATION IS 0.15 MILES NORTHEAST
 RL1127'OF THE JUNCTION OF SOUTH TURTLE LANE AND COUNTY HIGHWAY J, 36.6 M
 RL1127'SOUTH OF A SNOWMOBILE TRAIL CROSSING, 0.6 M NORTHEAST OF A WHITE
 RL1127'WITNESS SIGN ON A STEEL GARDEN POST, 1.5 M ABOVE THE CENTERLINE OF
 RL1127'SOUTH TURTLE LANE, AND PROTRUDES 6 CM ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL1091 ***********************************************************************
 RL1091  DESIGNATION -  M 62
 RL1091  PID         -  RL1091
 RL1091  STATE/COUNTY-  WI/VILAS
 RL1091  USGS QUAD   -  LAND O' LAKES (1982)
 RL1091
 RL1091                         *CURRENT SURVEY CONTROL
 RL1091  ___________________________________________________________________
 RL1091* NAD 83(1997)-  46 07 37.50500(N)    089 11 13.15317(W)     ADJUSTED  
 RL1091* NAVD 88     -       515.436  (meters)    1691.06   (feet)  ADJUSTED  
 RL1091  ___________________________________________________________________
 RL1091  X           -      62,836.981 (meters)                     COMP
 RL1091  Y           -  -4,428,037.628 (meters)                     COMP
 RL1091  Z           -   4,575,397.798 (meters)                     COMP
 RL1091  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 RL1091  ELLIP HEIGHT-         484.04  (meters)          (04/28/99) GPS OBS
 RL1091  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 RL1091  DYNAMIC HT  -         515.432 (meters)    1691.05  (feet)  COMP
 RL1091  MODELED GRAV-     980,589.5   (mgal)                       NAVD 88
 RL1091
 RL1091  HORZ ORDER  -  FIRST
 RL1091  VERT ORDER  -  SECOND    CLASS 0
 RL1091  ELLP ORDER  -  THIRD     CLASS I
 RL1091
 RL1091.The horizontal coordinates were established by GPS observations
 RL1091.and adjusted by the National Geodetic Survey in April 1999..
 RL1091.No horizontal observational check was made to the station.
 RL1091
 RL1091.The orthometric height was determined by differential leveling
 RL1091.and adjusted by the National Geodetic Survey in June 1991..
 RL1091
 RL1091.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RL1091
 RL1091.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1091
 RL1091.The ellipsoidal height was determined by GPS observations
 RL1091.and is referenced to NAD 83.
 RL1091
 RL1091.The geoid height was determined by GEOID03.
 RL1091
 RL1091.The dynamic height is computed by dividing the NAVD 88
 RL1091.geopotential number by the normal gravity value computed on the
 RL1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1091.degrees latitude (g = 980.6199 gals.).
 RL1091
 RL1091.The modeled gravity was interpolated from observed gravity values.
 RL1091
 RL1091;                    North         East     Units Scale Factor Converg.
 RL1091;SPC WI N     -   107,066.457   662,829.814   MT  0.99994560   +0 35 11.3
 RL1091;SPC WI N     -   351,267.20  2,174,634.15   sFT  0.99994560   +0 35 11.3
 RL1091;SPC MI N     -   151,681.048 7,831,014.264   MT  0.99990663   -1 34 50.6
 RL1091;SPC MI N     -   497,641.23 25,692,304.02   iFT  0.99990663   -1 34 50.6
 RL1091;UTM  16      - 5,110,492.659   331,046.212   MT  0.99995092   -1 34 36.9
 RL1091
 RL1091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1091!SPC WI N     -   0.99992412  x   0.99994560  =   0.99986973
 RL1091!SPC MI N     -   0.99992412  x   0.99990663  =   0.99983076
 RL1091!UTM  16      -   0.99992412  x   0.99995092  =   0.99987505
 RL1091
 RL1091                          SUPERSEDED SURVEY CONTROL
 RL1091
 RL1091  NAD 83(1991)-  46 07 37.50472(N)    089 11 13.15223(W) AD(       ) 1
 RL1091  ELLIP H (08/19/91)  483.98   (m)                       GP(       ) 4 1
 RL1091  NAVD 88 (04/28/99)  515.44   (m)         1691.1    (f) LEVELING    3  
 RL1091  NGVD 29 (??/??/92)  515.450  (m)         1691.11   (f) ADJ UNCH    2 0
 RL1091
 RL1091.Superseded values are not recommended for survey control.
 RL1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1091.See file dsdata.txt to determine how the superseded data were derived.
 RL1091
 RL1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS3104610493(NAD 83)
 RL1091_MARKER: DB = BENCH MARK DISK
 RL1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1091_SP_SET: CONCRETE POST
 RL1091_STAMPING: M 62 1948
 RL1091_MARK LOGO: CGS   
 RL1091_PROJECTION: FLUSH
 RL1091_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1091+STABILITY: SURFACE MOTION
 RL1091_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1091+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2005
 RL1091
 RL1091  HISTORY     - Date     Condition        Report By
 RL1091  HISTORY     - 1948     MONUMENTED       CGS
 RL1091  HISTORY     - 19900807 GOOD             NGS
 RL1091  HISTORY     - 19971114 GOOD             NGS
 RL1091  HISTORY     - 20020618 GOOD             USPSQD
 RL1091  HISTORY     - 20051005 GOOD             WIDT
 RL1091
 RL1091                          STATION DESCRIPTION
 RL1091
 RL1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1091'7.6 MI NW FROM PHELPS.
 RL1091'ABOUT 7.6 MILES NORTHWEST ALONG COUNTY HIGHWAY E FROM THE JUNCTION
 RL1091'OF STATE HIGHWAY 17 AT PHELPS, ABOUT 0.3 MILE WEST OF A SIGN
 RL1091'ENTERING NICOLET STATE FOREST, 38 FEET NORTH OF THE CENTER
 RL1091'LINE OF THE HIGHWAY, 37 FEET SOUTH OF POWER POLE NO. 30C N 36
 RL1091'1132, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 RL1091'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL1091'5 INCHES.  MARK MAY BE REACHED FROM THE STATE LINE AT LAND O
 RL1091'LAKES BY GOING ABOUT 2.4 MILES SOUTH ALONG U.S. HIGHWAY 45,
 RL1091'THENCE ABOUT 0.95 MILE EAST ALONG COUNTY HIGHWAY E.
 RL1091
 RL1091                          STATION RECOVERY (1990)
 RL1091
 RL1091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 RL1091'THE STATION IS LOCATED ABOUT 5.4 KM (3.4 MI) SOUTHEAST OF LAND O
 RL1091'LAKES AND ALONG THE NORTH SIDE OF COUNTY ROAD E.
 RL1091'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION, P.O. BOX 7916,
 RL1091'MADISON, WI 53707, PHONE 608-267-2462.
 RL1091'TO REACH THE STATION FROM THE JUNCTION OF COMBINED STATE HIGHWAYS 45
 RL1091'AND 32 AND COUNTY ROAD B IN LAND O LAKES, GO SOUTH ON STATE HIGHWAYS
 RL1091'45 AND 32 FOR 3.78 KM (2.35 MI) TO THE JUNCTION OF COUNTY ROAD E ON
 RL1091'THE LEFT, TURN LEFT, EAST, ON COUNTY ROAD E FOR 1.52 KM (0.94 MI) TO
 RL1091'THE STATION ON THE LEFT.
 RL1091'THE STATION IS LOCATED 11.4 M (37.4 FT) NORTH OF THE CENTER OF COUNTY
 RL1091'ROAD E, 11.25 M (36.91 FT) SOUTH OF POWER POLE 1369, 11.35 M
 RL1091'(37.24 FT) SOUTH-SOUTHWEST OF A METAL POST OF A SIGN (WARNING FIBER
 RL1091'OPTIC CABLE) AND 0.4 M (1.3 FT) EAST OF A FIBERGLASS WITNESS POST.
 RL1091
 RL1091                          STATION RECOVERY (1997)
 RL1091
 RL1091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 RL1091'THE STATION IS LOCATED ABOUT 5.4 KM (3.35 MI) SOUTHEAST OF LAND O
 RL1091'LAKES.  OWNERSHIP--STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION. TO
 RL1091'REACH THE STATION FROM THE JUNCTION OF U.S HIGHWAY 45 AND COUNTY ROAD
 RL1091'B IN LAND O LAKES GO SOUTH ON U.S.  HIGHWAY 45 FOR 3.61 KM (2.25 MI)
 RL1091'TO COUNTY ROAD E, TURN LEFT AND GO EAST ON COUNTY ROAD E FOR 1.48 KM
 RL1091'(0.90 MI) TO THE STATION ON THE LEFT.  THE STATION IS A CGS BENCH MARK
 RL1091'DISK IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND SURFACE.
 RL1091'IT IS, 11.4 M (37.4 FT) NORTH OF THE CENTERLINE OF THE ROAD, 11.4 M
 RL1091'(37.4 FT) SOUTH-SOUTHWEST OF A FIBER OPTIC CABLE WARNING POST, 11.3 M
 RL1091'(37.1 FT) SOUTH OF UTILITY POLE NUMBER 1369, 0.4 M (1.3 FT) EAST OF A
 RL1091'WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD.
 RL1091
 RL1091                          STATION RECOVERY (2002)
 RL1091
 RL1091'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL1091'RECOVERED IN GOOD CONDITION.
 RL1091
 RL1091                          STATION RECOVERY (2005)
 RL1091
 RL1091'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1091'RECOVERED IN GOOD CONDITION, ADD-THE TREES OBSTRUCT SATELITES TO AT
 RL1091'LEAST 30 DEGREES ABOVE THE HORIZON IN ALL DIRECTIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL1090 ***********************************************************************
 RL1090  DESIGNATION -  M 63
 RL1090  PID         -  RL1090
 RL1090  STATE/COUNTY-  WI/VILAS
 RL1090  USGS QUAD   -  PHELPS (1981)
 RL1090
 RL1090                         *CURRENT SURVEY CONTROL
 RL1090  ___________________________________________________________________
 RL1090* NAD 83(1986)-  46 01 46.     (N)    089 00 19.     (W)     SCALED    
 RL1090* NAVD 88     -       537.490  (meters)    1763.42   (feet)  ADJUSTED  
 RL1090  ___________________________________________________________________
 RL1090  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 RL1090  DYNAMIC HT  -         537.481 (meters)    1763.39  (feet)  COMP
 RL1090  MODELED GRAV-     980,580.5   (mgal)                       NAVD 88
 RL1090
 RL1090  VERT ORDER  -  SECOND    CLASS 0
 RL1090
 RL1090.The horizontal coordinates were scaled from a topographic map and have
 RL1090.an estimated accuracy of +/- 6 seconds.
 RL1090
 RL1090.The orthometric height was determined by differential leveling
 RL1090.and adjusted by the National Geodetic Survey in June 1991..
 RL1090
 RL1090.The geoid height was determined by GEOID03.
 RL1090
 RL1090.The dynamic height is computed by dividing the NAVD 88
 RL1090.geopotential number by the normal gravity value computed on the
 RL1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1090.degrees latitude (g = 980.6199 gals.).
 RL1090
 RL1090.The modeled gravity was interpolated from observed gravity values.
 RL1090
 RL1090;                    North         East    Units  Estimated Accuracy
 RL1090;SPC WI N     -    96,380.      677,010.      MT  (+/- 180 meters Scaled)
 RL1090
 RL1090                          SUPERSEDED SURVEY CONTROL
 RL1090
 RL1090  NGVD 29 (??/??/92)  537.490  (m)         1763.42   (f) ADJ UNCH    2 0
 RL1090
 RL1090.Superseded values are not recommended for survey control.
 RL1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1090.See file dsdata.txt to determine how the superseded data were derived.
 RL1090
 RL1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR448992(NAD 83)
 RL1090_MARKER: DB = BENCH MARK DISK
 RL1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1090_STAMPING: M 63 1948
 RL1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1090+STABILITY: SURFACE MOTION
 RL1090_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1090+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2005
 RL1090
 RL1090  HISTORY     - Date     Condition        Report By
 RL1090  HISTORY     - 1948     MONUMENTED       CGS
 RL1090  HISTORY     - 20051005 GOOD             WIDT
 RL1090
 RL1090                          STATION DESCRIPTION
 RL1090
 RL1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1090'7.1 MI SE FROM PHELPS.
 RL1090'ABOUT 1.85 MILES EAST ALONG STATE HIGHWAY 17 FROM THE PHELPS
 RL1090'STATE BANK BUILDING AT PHELPS, THENCE ABOUT 5.25 MILES SOUTHEAST
 RL1090'ALONG ELVOY ROAD, ABOUT 0.1 MILE EAST OF A DRIVE TO A FARM ON
 RL1090'NORTH SIDE OF ROAD, AT THE NORTHWEST CORNER OF A PASTURE WITH
 RL1090'SMALL LAKE, 23 FEET SOUTH OF THE CENTER LINE OF ELVOY ROAD, 31
 RL1090'FEET WEST OF THE CENTER LINE OF A GRASS ROAD LEADING SOUTH,
 RL1090'2 FEET NORTH OF A WIRE FENCE, 70 FEET WEST OF THE SOUTH END
 RL1090'OF THE WEST PIPE OF A DOUBLE PIPE CULVERT UNDER ELVOY ROAD, 2
 RL1090'FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 RL1090'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 RL1090'INCHES.
 RL1090
 RL1090                          STATION RECOVERY (2005)
 RL1090
 RL1090'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1090'RECOVERED IN GOOD CONDITION.  ADD THE STATION IS 0.6 M NORTH OF AN
 RL1090'ORANGE FIBERGLASS WITNESS POST,  NOTE  THE PREVIOUSLY DESCRIBED ELVOY
 RL1090'ROAD IS NOW EAGLE FARM ROAD.  NOTE2  PREVIOUSLY DESCRIBED GRASS ROAD
 RL1090'IS NOW MILE LANE.  NOTE3  THE STATION MAYBE SUITABLE FOR GPS IN THE
 RL1090'FUTURE WHEN THE OLD TREE TO THE EAST OF THE STATION IS CUT DOWN BY THE
 RL1090'PROPERTY OWNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL1150 ***********************************************************************
 RL1150  DESIGNATION -  M 65
 RL1150  PID         -  RL1150
 RL1150  STATE/COUNTY-  WI/VILAS
 RL1150  USGS QUAD   -  PRESQUE ISLE (1981)
 RL1150
 RL1150                         *CURRENT SURVEY CONTROL
 RL1150  ___________________________________________________________________
 RL1150* NAD 83(1986)-  46 14 28.     (N)    089 38 50.     (W)     SCALED    
 RL1150* NAVD 88     -       518.850  (meters)    1702.26   (feet)  ADJUSTED  
 RL1150  ___________________________________________________________________
 RL1150  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 RL1150  DYNAMIC HT  -         518.853 (meters)    1702.27  (feet)  COMP
 RL1150  MODELED GRAV-     980,604.9   (mgal)                       NAVD 88
 RL1150
 RL1150  VERT ORDER  -  SECOND    CLASS 0
 RL1150
 RL1150.The horizontal coordinates were scaled from a topographic map and have
 RL1150.an estimated accuracy of +/- 6 seconds.
 RL1150
 RL1150.The orthometric height was determined by differential leveling
 RL1150.and adjusted by the National Geodetic Survey in June 1991..
 RL1150
 RL1150.The geoid height was determined by GEOID03.
 RL1150
 RL1150.The dynamic height is computed by dividing the NAVD 88
 RL1150.geopotential number by the normal gravity value computed on the
 RL1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1150.degrees latitude (g = 980.6199 gals.).
 RL1150
 RL1150.The modeled gravity was interpolated from observed gravity values.
 RL1150
 RL1150;                    North         East    Units  Estimated Accuracy
 RL1150;SPC WI N     -   119,480.      627,210.      MT  (+/- 180 meters Scaled)
 RL1150
 RL1150                          SUPERSEDED SURVEY CONTROL
 RL1150
 RL1150  NGVD 29 (??/??/92)  518.856  (m)         1702.28   (f) ADJ UNCH    2 0
 RL1150
 RL1150.Superseded values are not recommended for survey control.
 RL1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1150.See file dsdata.txt to determine how the superseded data were derived.
 RL1150
 RL1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS959242(NAD 83)
 RL1150_MARKER: DB = BENCH MARK DISK
 RL1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1150_STAMPING: M 65 1948
 RL1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1150+STABILITY: SURFACE MOTION
 RL1150
 RL1150  HISTORY     - Date     Condition        Report By
 RL1150  HISTORY     - 1948     MONUMENTED       CGS
 RL1150  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL1150  HISTORY     - 20050920 MARK NOT FOUND   WIDT
 RL1150
 RL1150                          STATION DESCRIPTION
 RL1150
 RL1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1150'5.8 MI E FROM WINEGAR.
 RL1150'ABOUT 0.3 MILE SOUTH ALONG A COUNTY HIGHWAY FROM THE GRADE
 RL1150'SCHOOL AT WINEGAR, THENCE ABOUT 2.8 MILES SOUTH ALONG COUNTY
 RL1150'HIGHWAY B, THENCE ABOUT 1.5 MILES NORTHEAST ALONG A ROAD AND
 RL1150'ABOUT 1.15 MILES EAST ALONG A DIM ROAD LEADING TO STATE LINE
 RL1150'TOWER, 50 FEET SOUTHWEST AND ACROSS THE ROAD FROM A TELEPHONE
 RL1150'POLE, 22 FEET NORTHEAST OF A TRIANGULAR BLAZED 7-INCH ASPEN
 RL1150'TREE, ABOUT 0.15 MILE WEST OF A DIM ROAD NORTH, 1 1/2 FEET WEST
 RL1150'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET
 RL1150'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RL1150
 RL1150                          STATION RECOVERY (1978)
 RL1150
 RL1150'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL1150'MARK NOT FOUND.
 RL1150
 RL1150                          STATION RECOVERY (2005)
 RL1150
 RL1150'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1150'MARK NOT FOUND. ADD--UNABLE TO ACCESS AREA THAT MONUMENT IS LOCATED
 RL1150'IN, THERE IS A LOCKED CABLE GATE AT THE END OF EAST BAY ROAD, AND THE
 RL1150'OTHER ROADS ENTERING THIS AREA ARE PART OF A WILDLIFE CONSERVANCY AREA
 RL1150'MAINTAINED BY THE DNR AND THEY ALSO HAVE LOCKED GATES ACROSS THEM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0132 ***********************************************************************
 QN0132  DESIGNATION -  M 7
 QN0132  PID         -  QN0132
 QN0132  STATE/COUNTY-  WI/CLARK
 QN0132  USGS QUAD   -  LUBLIN (1969)
 QN0132
 QN0132                         *CURRENT SURVEY CONTROL
 QN0132  ___________________________________________________________________
 QN0132* NAD 83(1986)-  45 01 53.     (N)    090 39 58.     (W)     SCALED    
 QN0132* NAVD 88     -       387.731  (meters)    1272.08   (feet)  ADJUSTED  
 QN0132  ___________________________________________________________________
 QN0132  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 QN0132  DYNAMIC HT  -         387.695 (meters)    1271.96  (feet)  COMP
 QN0132  MODELED GRAV-     980,514.4   (mgal)                       NAVD 88
 QN0132
 QN0132  VERT ORDER  -  FIRST     CLASS II
 QN0132
 QN0132.The horizontal coordinates were scaled from a topographic map and have
 QN0132.an estimated accuracy of +/- 6 seconds.
 QN0132
 QN0132.The orthometric height was determined by differential leveling
 QN0132.and adjusted by the National Geodetic Survey in June 1991..
 QN0132
 QN0132.The geoid height was determined by GEOID03.
 QN0132
 QN0132.The dynamic height is computed by dividing the NAVD 88
 QN0132.geopotential number by the normal gravity value computed on the
 QN0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0132.degrees latitude (g = 980.6199 gals.).
 QN0132
 QN0132.The modeled gravity was interpolated from observed gravity values.
 QN0132
 QN0132;                    North         East    Units  Estimated Accuracy
 QN0132;SPC WI C     -   133,340.      547,510.      MT  (+/- 180 meters Scaled)
 QN0132
 QN0132                          SUPERSEDED SURVEY CONTROL
 QN0132
 QN0132  NGVD 29 (??/??/92)  387.736  (m)         1272.10   (f) ADJ UNCH    1 2
 QN0132
 QN0132.Superseded values are not recommended for survey control.
 QN0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0132.See file dsdata.txt to determine how the superseded data were derived.
 QN0132
 QN0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK838890(NAD 83)
 QN0132_MARKER: DB = BENCH MARK DISK
 QN0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0132_STAMPING: 1272.097 M 7 1930
 QN0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0132+STABILITY: SURFACE MOTION
 QN0132
 QN0132  HISTORY     - Date     Condition        Report By
 QN0132  HISTORY     - 1930     MONUMENTED       CGS
 QN0132  HISTORY     - 1934     GOOD             NGS
 QN0132  HISTORY     - 20031104 MARK NOT FOUND   WIDT
 QN0132
 QN0132                          STATION DESCRIPTION
 QN0132
 QN0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 QN0132'4.2 MI S FROM LUBLIN.
 QN0132'IN CLARK COUNTY, ABOUT 4.2 MILES SOUTH ALONG THE MINNEAPOLIS,
 QN0132'ST. PAUL AND SAULT STE. MARIE RAILWAY FROM THE STATION AT
 QN0132'LUBLIN, TAYLOR COUNTY, 0.4 MILE NORTH OF THE STATION AT CLARK,
 QN0132'200 FEET NORTH OF MILEPOST 316, AT A ROAD CROSSING, 27 FEET
 QN0132'NORTH OF THE CENTER LINE OF THE ROAD, AND 38 FEET WEST OF THE
 QN0132'TRACK.  A STANDARD DISK, STAMPED 1272.097 M 7 1930 AND SET IN THE
 QN0132'TOP OF A CONCRETE POST.
 QN0132
 QN0132                          STATION RECOVERY (1934)
 QN0132
 QN0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QN0132'RECOVERED IN GOOD CONDITION.
 QN0132
 QN0132                          STATION RECOVERY (2003)
 QN0132
 QN0132'RECOVERY NOTE BY WI DEPT OF TRANSP 2003
 QN0132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0311 ***********************************************************************
 NH0311  DESIGNATION -  M 78
 NH0311  PID         -  NH0311
 NH0311  STATE/COUNTY-  WI/WALWORTH
 NH0311  USGS QUAD   -  SHARON (1994)
 NH0311
 NH0311                         *CURRENT SURVEY CONTROL
 NH0311  ___________________________________________________________________
 NH0311* NAD 83(1986)-  42 33 19.     (N)    088 39 37.     (W)     SCALED    
 NH0311* NAVD 88     -       302.560  (meters)     992.65   (feet)  ADJUSTED  
 NH0311  ___________________________________________________________________
 NH0311  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 NH0311  DYNAMIC HT  -         302.466 (meters)     992.34  (feet)  COMP
 NH0311  MODELED GRAV-     980,302.4   (mgal)                       NAVD 88
 NH0311
 NH0311  VERT ORDER  -  SECOND    CLASS I
 NH0311
 NH0311.The horizontal coordinates were scaled from a topographic map and have
 NH0311.an estimated accuracy of +/- 6 seconds.
 NH0311
 NH0311.The orthometric height was determined by differential leveling
 NH0311.and adjusted by the National Geodetic Survey in February 2004..
 NH0311
 NH0311.The geoid height was determined by GEOID03.
 NH0311
 NH0311.The dynamic height is computed by dividing the NAVD 88
 NH0311.geopotential number by the normal gravity value computed on the
 NH0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0311.degrees latitude (g = 980.6199 gals.).
 NH0311
 NH0311.The modeled gravity was interpolated from observed gravity values.
 NH0311
 NH0311;                    North         East    Units  Estimated Accuracy
 NH0311;SPC WI S     -    62,570.      710,030.      MT  (+/- 180 meters Scaled)
 NH0311
 NH0311                          SUPERSEDED SURVEY CONTROL
 NH0311
 NH0311  NAVD 88 (06/15/91)  302.553  (m)          992.63   (f) UNKNOWN     2 0
 NH0311  NGVD 29 (??/??/92)  302.605  (m)          992.80   (f) ADJ UNCH    2 0
 NH0311
 NH0311.Superseded values are not recommended for survey control.
 NH0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0311.See file dsdata.txt to determine how the superseded data were derived.
 NH0311
 NH0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN637127(NAD 83)
 NH0311_MARKER: DB = BENCH MARK DISK
 NH0311_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NH0311_SP_SET: 24 FEET
 NH0311_STAMPING: M 78 1960
 NH0311_MARK LOGO: CGS   
 NH0311_PROJECTION: PROJECTING 5 CENTIMETERS
 NH0311_MAGNETIC: I = MARKER IS A STEEL ROD
 NH0311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0311_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NH0311+SATELLITE: SATELLITE OBSERVATIONS - 2001
 NH0311
 NH0311  HISTORY     - Date     Condition        Report By
 NH0311  HISTORY     - 1960     MONUMENTED       CGS
 NH0311  HISTORY     - 2001     GOOD             WIDT
 NH0311
 NH0311                          STATION DESCRIPTION
 NH0311
 NH0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0311'3.4 MI NW FROM WALWORTH.
 NH0311'ABOUT 3.35 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NH0311'AND PACIFIC RAILROAD FROM THE STATION AT WALWORTH, 0.15 MILE
 NH0311'SOUTHEAST OF MILEPOLE 77, 0.9 MILE NORTHWEST OF THE CROSSING
 NH0311'OF BRICK SCHOOL ROAD, 42 FEET SOUTHWEST OF THE SOUTHWEST RAIL, ON
 NH0311'TOP OF AND NEAR THE SOUTHWEST END OF A LONG LOW CUT, AT A T
 NH0311'FENCE CORNER, BETWEEN TWO CULTIVATED FIELDS, 21 FEET EAST OF
 NH0311'THE FENCE CORNER, 4 1/2 FEET EAST-SOUTHEAST OF THE FIFTH
 NH0311'TELEPHONE POLE SOUTHEAST OF THE MILEPOLE, 1 FOOT NORTHEAST OF THE
 NH0311'POLE LINE, 5 1/2 FEET NORTHEAST OF THE RIGHT-OF-WAY LINE, 1 FOOT
 NH0311'NORTHWEST OF A STEEL WITNESS POST, ABOUT 5 FEET ABOVE THE LEVEL
 NH0311'OF THE TRACK, AND IS A DISK ON COPPER COATED STEEL ROD PROJECTING
 NH0311'2 INCHES AND PROTECTED BY A 6-INCH TILE WHICH PROJECTS 3 INCHES.
 NH0311'THE ROD WAS DRIVEN TO A DEPTH OF 24 FEET.
 NH0311
 NH0311                          STATION RECOVERY (2001)
 NH0311
 NH0311'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 NH0311'THE STATION IS LOCATED ABOUT 9 KM SOUTH OF DELAVAN, 7 KM WEST OF
 NH0311'FONTANA, AND 6 KM NORTHWEST OF WALWORTH.  OWNERSHIP--WISCONSIN
 NH0311'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 NH0311'OF INTERSTATE HIGHWAY 43 WITH US HIGHWAY 14 (EXIT 15) ABOUT 1 KM
 NH0311'NORTHWEST OF THE VILLAGE OF DARIEN, GO SOUTHEAST ON US HIGHWAY 14 FOR
 NH0311'8.6 KM TO BRICK SCHOOL ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH ON
 NH0311'BRICK SCHOOL ROAD FOR 1.4 KM TO THE RAILROAD TRACKS, TURN RIGHT AND
 NH0311'GO NORTHWEST ALONG THE RAILROAD TRACKS FOR 1.5 KM TO THE STATION ON
 NH0311'THE LEFT.  THE STATION IS A BRONZE US COAST AND GEODETIC SURVEY BENCH
 NH0311'MARK DISK SET ON A COPPER CLAD STEEL ROD ABOUT 2 M ABOVE THE RAILROAD
 NH0311'TRACKS. THE STATION IS 13.0 M SOUTH OF THE SOUTHERN RAIL OF THE
 NH0311'RAILROAD TRACKS, 5 M NORTH OF A CULTIVATED FIELD, 4.5 M SOUTHWEST OF
 NH0311'A 25-CM DOUBLE OAK TREE, 3.7 M EAST OF A 30-CM DIAMETER BLACK CHERRY
 NH0311'TREE, 1.5 M NORTH OF A FALLEN BARB WIRE FENCE, AND 1.4 M EAST OF A
 NH0311'20-CM DIAMETER CUT OF TELEPHONE POLE.  ---NOTE---THE STATION IS 0.8 M
 NH0311'EAST OF AN ORANGE PLASTIC WITNESS POST AND 0.5 M WEST OF A METAL
 NH0311'WITNESS POST.  ---NOTE2---THIS STATION IS NOT SUITABLE FOR GPS
 NH0311'OBSERVATIONS DUE TO TREES OVERHEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0154 ***********************************************************************
 ON0154  DESIGNATION -  M 79
 ON0154  PID         -  ON0154
 ON0154  STATE/COUNTY-  WI/VERNON
 ON0154  USGS QUAD   -  ESOFEA (1985)
 ON0154
 ON0154                         *CURRENT SURVEY CONTROL
 ON0154  ___________________________________________________________________
 ON0154* NAD 83(1986)-  43 42 34.     (N)    090 59 23.     (W)     SCALED    
 ON0154* NAVD 88     -       227.733  (meters)     747.15   (feet)  ADJUSTED  
 ON0154  ___________________________________________________________________
 ON0154  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 ON0154  DYNAMIC HT  -         227.678 (meters)     746.97  (feet)  COMP
 ON0154  MODELED GRAV-     980,373.2   (mgal)                       NAVD 88
 ON0154
 ON0154  VERT ORDER  -  SECOND    CLASS 0
 ON0154
 ON0154.The horizontal coordinates were scaled from a topographic map and have
 ON0154.an estimated accuracy of +/- 6 seconds.
 ON0154
 ON0154.The orthometric height was determined by differential leveling
 ON0154.and adjusted by the National Geodetic Survey in June 1991..
 ON0154
 ON0154.The geoid height was determined by GEOID03.
 ON0154
 ON0154.The dynamic height is computed by dividing the NAVD 88
 ON0154.geopotential number by the normal gravity value computed on the
 ON0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0154.degrees latitude (g = 980.6199 gals.).
 ON0154
 ON0154.The modeled gravity was interpolated from observed gravity values.
 ON0154
 ON0154;                    North         East    Units  Estimated Accuracy
 ON0154;SPC WI S     -   190,380.      520,240.      MT  (+/- 180 meters Scaled)
 ON0154
 ON0154                          SUPERSEDED SURVEY CONTROL
 ON0154
 ON0154  NGVD 29 (??/??/92)  227.749  (m)          747.21   (f) ADJ UNCH    2 0
 ON0154
 ON0154.Superseded values are not recommended for survey control.
 ON0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0154.See file dsdata.txt to determine how the superseded data were derived.
 ON0154
 ON0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ619415(NAD 83)
 ON0154_MARKER: DB = BENCH MARK DISK
 ON0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0154_STAMPING: M 79 1934
 ON0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0154+STABILITY: SURFACE MOTION
 ON0154
 ON0154  HISTORY     - Date     Condition        Report By
 ON0154  HISTORY     - 1934     MONUMENTED       CGS
 ON0154  HISTORY     - 1938     GOOD             NGS
 ON0154
 ON0154                          STATION DESCRIPTION
 ON0154
 ON0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 ON0154'1.5 MI SE FROM COON VALLEY.
 ON0154'1.5 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 ON0154'PACIFIC RAILROAD FROM THE A. SPELLMAN LUMBER CO. AT COON VALLEY,
 ON0154'VERNON COUNTY, AT A PUBLIC-ROAD CROSSING, 72 FEET EAST OF THE
 ON0154'CENTERLINE OF THE ROAD, 24 FEET SOUTH OF THE CENTERLINE OF THE
 ON0154'TRACK, 15 FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND LEVEL WITH THE
 ON0154'TRACK, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0164 ***********************************************************************
 RM0164  DESIGNATION -  M 8
 RM0164  PID         -  RM0164
 RM0164  STATE/COUNTY-  WI/ASHLAND
 RM0164  USGS QUAD   -  MELLEN (1980)
 RM0164
 RM0164                         *CURRENT SURVEY CONTROL
 RM0164  ___________________________________________________________________
 RM0164* NAD 83(1986)-  46 16 38.     (N)    090 42 24.     (W)     SCALED    
 RM0164* NAVD 88     -       420.531  (meters)    1379.69   (feet)  ADJUSTED  
 RM0164  ___________________________________________________________________
 RM0164  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 RM0164  DYNAMIC HT  -         420.530 (meters)    1379.69  (feet)  COMP
 RM0164  MODELED GRAV-     980,600.6   (mgal)                       NAVD 88
 RM0164
 RM0164  VERT ORDER  -  SECOND    CLASS 0
 RM0164
 RM0164.The horizontal coordinates were scaled from a topographic map and have
 RM0164.an estimated accuracy of +/- 6 seconds.
 RM0164
 RM0164.The orthometric height was determined by differential leveling
 RM0164.and adjusted by the National Geodetic Survey in June 1991..
 RM0164
 RM0164.The geoid height was determined by GEOID03.
 RM0164
 RM0164.The dynamic height is computed by dividing the NAVD 88
 RM0164.geopotential number by the normal gravity value computed on the
 RM0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0164.degrees latitude (g = 980.6199 gals.).
 RM0164
 RM0164.The modeled gravity was interpolated from observed gravity values.
 RM0164
 RM0164;                    North         East    Units  Estimated Accuracy
 RM0164;SPC WI N     -   123,680.      545,540.      MT  (+/- 180 meters Scaled)
 RM0164
 RM0164                          SUPERSEDED SURVEY CONTROL
 RM0164
 RM0164  NGVD 29 (??/??/92)  420.527  (m)         1379.68   (f) ADJ UNCH    2 0
 RM0164
 RM0164.Superseded values are not recommended for survey control.
 RM0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0164.See file dsdata.txt to determine how the superseded data were derived.
 RM0164
 RM0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM766274(NAD 83)
 RM0164_MARKER: DD = SURVEY DISK
 RM0164_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RM0164_SP_SET: BRIDGE
 RM0164_STAMPING: M 8 1921
 RM0164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0164
 RM0164  HISTORY     - Date     Condition        Report By
 RM0164  HISTORY     - 1921     MONUMENTED       USGS
 RM0164  HISTORY     - 1934     GOOD             NGS
 RM0164
 RM0164                          STATION DESCRIPTION
 RM0164
 RM0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RM0164'3 MI N FROM CAYUGA.
 RM0164'3 MILES NORTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 RM0164'MARIE RAILWAY FROM CAYUGA, ASHLAND COUNTY, AT STEEL GIRDER
 RM0164'BRIDGE A 404 A OVER BAD RIVER, AND IN THE CENTER OF THE TOP
 RM0164'OF THE NORTHWEST CONCRETE RETAINING WALL.  A UNITED STATES
 RM0164'GEOLOGICAL SURVEY STANDARD DISK, STAMPED M 8 1921.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0435 ***********************************************************************
 PN0435  DESIGNATION -  M 8
 PN0435  PID         -  PN0435
 PN0435  STATE/COUNTY-  WI/PORTAGE
 PN0435  USGS QUAD   -  AMHERST (1969)
 PN0435
 PN0435                         *CURRENT SURVEY CONTROL
 PN0435  ___________________________________________________________________
 PN0435* NAD 83(1986)-  44 28 08.     (N)    089 18 43.     (W)     SCALED    
 PN0435* NAVD 88     -       343.167  (meters)    1125.87   (feet)  ADJUSTED  
 PN0435  ___________________________________________________________________
 PN0435  GEOID HEIGHT-         -36.07  (meters)                     GEOID03
 PN0435  DYNAMIC HT  -         343.103 (meters)    1125.66  (feet)  COMP
 PN0435  MODELED GRAV-     980,424.0   (mgal)                       NAVD 88
 PN0435
 PN0435  VERT ORDER  -  FIRST     CLASS II
 PN0435
 PN0435.The horizontal coordinates were scaled from a topographic map and have
 PN0435.an estimated accuracy of +/- 6 seconds.
 PN0435
 PN0435.The orthometric height was determined by differential leveling
 PN0435.and adjusted by the National Geodetic Survey in June 1991..
 PN0435
 PN0435.The geoid height was determined by GEOID03.
 PN0435
 PN0435.The dynamic height is computed by dividing the NAVD 88
 PN0435.geopotential number by the normal gravity value computed on the
 PN0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0435.degrees latitude (g = 980.6199 gals.).
 PN0435
 PN0435.The modeled gravity was interpolated from observed gravity values.
 PN0435
 PN0435;                    North         East    Units  Estimated Accuracy
 PN0435;SPC WI C     -    70,850.      654,750.      MT  (+/- 180 meters Scaled)
 PN0435
 PN0435                          SUPERSEDED SURVEY CONTROL
 PN0435
 PN0435  NGVD 29 (??/??/92)  343.173  (m)         1125.89   (f) ADJ UNCH    1 2
 PN0435
 PN0435.Superseded values are not recommended for survey control.
 PN0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0435.See file dsdata.txt to determine how the superseded data were derived.
 PN0435
 PN0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ161265(NAD 83)
 PN0435_MARKER: DB = BENCH MARK DISK
 PN0435_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PN0435_SP_SET: CURB
 PN0435_STAMPING: 1125.893 M 8 1930
 PN0435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PN0435
 PN0435  HISTORY     - Date     Condition        Report By
 PN0435  HISTORY     - 1930     MONUMENTED       CGS
 PN0435  HISTORY     - 1934     GOOD             NGS
 PN0435  HISTORY     - 20040111 MARK NOT FOUND   USPSQD
 PN0435
 PN0435                          STATION DESCRIPTION
 PN0435
 PN0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 PN0435'AT AMHERST JUNCTION.
 PN0435'AT AMHERST JUNCTION, PORTAGE COUNTY, 65 YARDS WEST OF THE GREEN
 PN0435'BAY AND WESTERN RAILROAD STATION, AT THE UNDERGRADE CROSSING
 PN0435'OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY,
 PN0435'5 YARDS SOUTH OF THE SOUTH RAIL, 1 YARDS SOUTH OF THE IRON
 PN0435'RAILING OF THE CONCRETE PLATFORM, AND IN THE TOP OF THE CONCRETE
 PN0435'CURB OF THE UNDERPASS.  A STANDARD DISK, STAMPED 1125.893 M 8
 PN0435'1930.
 PN0435
 PN0435                          STATION RECOVERY (1934)
 PN0435
 PN0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PN0435'RECOVERED IN GOOD CONDITION.
 PN0435
 PN0435                          STATION RECOVERY (2004)
 PN0435
 PN0435'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0435'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0076 ***********************************************************************
 ON0076  DESIGNATION -  M 80
 ON0076  PID         -  ON0076
 ON0076  STATE/COUNTY-  WI/RICHLAND
 ON0076  USGS QUAD   -  RICHLAND CENTER (1983)
 ON0076
 ON0076                         *CURRENT SURVEY CONTROL
 ON0076  ___________________________________________________________________
 ON0076* NAD 83(1986)-  43 20 41.     (N)    090 28 44.     (W)     SCALED    
 ON0076* NAVD 88     -       272.250  (meters)     893.21   (feet)  ADJUSTED  
 ON0076  ___________________________________________________________________
 ON0076  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 ON0076  DYNAMIC HT  -         272.179 (meters)     892.97  (feet)  COMP
 ON0076  MODELED GRAV-     980,354.6   (mgal)                       NAVD 88
 ON0076
 ON0076  VERT ORDER  -  SECOND    CLASS 0
 ON0076
 ON0076.The horizontal coordinates were scaled from a topographic map and have
 ON0076.an estimated accuracy of +/- 6 seconds.
 ON0076
 ON0076.The orthometric height was determined by differential leveling
 ON0076.and adjusted by the National Geodetic Survey in June 1991..
 ON0076
 ON0076.The geoid height was determined by GEOID03.
 ON0076
 ON0076.The dynamic height is computed by dividing the NAVD 88
 ON0076.geopotential number by the normal gravity value computed on the
 ON0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0076.degrees latitude (g = 980.6199 gals.).
 ON0076
 ON0076.The modeled gravity was interpolated from observed gravity values.
 ON0076
 ON0076;                    North         East    Units  Estimated Accuracy
 ON0076;SPC WI S     -   149,500.      561,170.      MT  (+/- 180 meters Scaled)
 ON0076
 ON0076                          SUPERSEDED SURVEY CONTROL
 ON0076
 ON0076  NGVD 29 (??/??/92)  272.289  (m)          893.33   (f) ADJ UNCH    2 0
 ON0076
 ON0076.Superseded values are not recommended for survey control.
 ON0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0076.See file dsdata.txt to determine how the superseded data were derived.
 ON0076
 ON0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ043021(NAD 83)
 ON0076_MARKER: DB = BENCH MARK DISK
 ON0076_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ON0076_SP_SET: CULVERT
 ON0076_STAMPING: M 80 1934
 ON0076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0076
 ON0076  HISTORY     - Date     Condition        Report By
 ON0076  HISTORY     - 1934     MONUMENTED       CGS
 ON0076
 ON0076                          STATION DESCRIPTION
 ON0076
 ON0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0076'3.1 MI SE FROM BOAZ.
 ON0076'3.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 14 FROM THE MISSOURI
 ON0076'LUTHERAN CHURCH AT BOAZ, RICHLAND COUNTY, AT AN 8- BY 8-FOOT
 ON0076'CONCRETE BOX CULVERT, IN THE TOP OF THE SOUTHWEST WING WALL,
 ON0076'33 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH
 ON0076'THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0077 ***********************************************************************
 ON0077  DESIGNATION -  M 80 RESET
 ON0077  PID         -  ON0077
 ON0077  STATE/COUNTY-  WI/RICHLAND
 ON0077  USGS QUAD   -  RICHLAND CENTER (1983)
 ON0077
 ON0077                         *CURRENT SURVEY CONTROL
 ON0077  ___________________________________________________________________
 ON0077* NAD 83(1986)-  43 20 41.     (N)    090 28 44.     (W)     SCALED    
 ON0077* NAVD 88     -       272.37   (+/-2cm)     893.6    (feet)  VERTCON   
 ON0077  ___________________________________________________________________
 ON0077  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 ON0077
 ON0077  VERT ORDER  -  THIRD (See Below)
 ON0077
 ON0077.The horizontal coordinates were scaled from a topographic map and have
 ON0077.an estimated accuracy of +/- 6 seconds.
 ON0077
 ON0077.The NAVD 88 height was computed by applying the VERTCON shift value to
 ON0077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ON0077.The vertical order pertains to the NGVD 29 superseded value.
 ON0077
 ON0077.The geoid height was determined by GEOID03.
 ON0077
 ON0077;                    North         East    Units  Estimated Accuracy
 ON0077;SPC WI S     -   149,500.      561,170.      MT  (+/- 180 meters Scaled)
 ON0077
 ON0077                          SUPERSEDED SURVEY CONTROL
 ON0077
 ON0077  NGVD 29 (09/01/04)  272.41   (m)          893.7    (f) RESET       3  
 ON0077
 ON0077.Superseded values are not recommended for survey control.
 ON0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0077.See file dsdata.txt to determine how the superseded data were derived.
 ON0077
 ON0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ043021(NAD 83)
 ON0077_MARKER: DD = SURVEY DISK
 ON0077_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ON0077_SP_SET: CULVERT
 ON0077_STAMPING: M 80 1934 RESET 1960
 ON0077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0077
 ON0077  HISTORY     - Date     Condition        Report By
 ON0077  HISTORY     - 1960     MONUMENTED       WIHD
 ON0077  HISTORY     - 1963     GOOD             NGS
 ON0077
 ON0077                          STATION DESCRIPTION
 ON0077
 ON0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 ON0077'3.1 MI SE FROM BOAZ.
 ON0077'ABOUT 3.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 14 FROM MISSOURI
 ON0077'LUTHERAN CHURCH AT BOAZ, RICHLAND COUNTY, AT AN 8 FT X 6 FT
 ON0077'CONCRETE BOX CULVERT, AND SET IN THE TOP OF THE SOUTHWEST WINGWALL,
 ON0077'42 FEET SOUTH OF THE CENTERLINE OF THE EASTBOUND LANE OF A DUAL
 ON0077'LANE ROAD, AND ABOUT 8 FEET BELOW THE LEVEL OF THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0036 ***********************************************************************
 ON0036  DESIGNATION -  M 82
 ON0036  PID         -  ON0036
 ON0036  STATE/COUNTY-  WI/JUNEAU
 ON0036  USGS QUAD   -  CAMP DOUGLAS (1983)
 ON0036
 ON0036                         *CURRENT SURVEY CONTROL
 ON0036  ___________________________________________________________________
 ON0036* NAD 83(1986)-  43 52 47.     (N)    090 16 17.     (W)     SCALED    
 ON0036* NAVD 88     -       283.120  (meters)     928.87   (feet)  ADJUSTED  
 ON0036  ___________________________________________________________________
 ON0036  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 ON0036  DYNAMIC HT  -         283.057 (meters)     928.66  (feet)  COMP
 ON0036  MODELED GRAV-     980,387.1   (mgal)                       NAVD 88
 ON0036
 ON0036  VERT ORDER  -  SECOND    CLASS 0
 ON0036
 ON0036.The horizontal coordinates were scaled from a topographic map and have
 ON0036.an estimated accuracy of +/- 6 seconds.
 ON0036
 ON0036.The orthometric height was determined by differential leveling
 ON0036.and adjusted by the National Geodetic Survey in June 1991..
 ON0036
 ON0036.The geoid height was determined by GEOID03.
 ON0036
 ON0036.The dynamic height is computed by dividing the NAVD 88
 ON0036.geopotential number by the normal gravity value computed on the
 ON0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0036.degrees latitude (g = 980.6199 gals.).
 ON0036
 ON0036.The modeled gravity was interpolated from observed gravity values.
 ON0036
 ON0036;                    North         East    Units  Estimated Accuracy
 ON0036;SPC WI S     -   208,860.      578,190.      MT  (+/- 180 meters Scaled)
 ON0036
 ON0036                          SUPERSEDED SURVEY CONTROL
 ON0036
 ON0036  NGVD 29 (??/??/92)  283.141  (m)          928.94   (f) ADJ UNCH    2 0
 ON0036
 ON0036.Superseded values are not recommended for survey control.
 ON0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0036.See file dsdata.txt to determine how the superseded data were derived.
 ON0036
 ON0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ192621(NAD 83)
 ON0036_MARKER: DB = BENCH MARK DISK
 ON0036_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 ON0036_SP_SET: BLOCK
 ON0036_STAMPING: M 82 1934
 ON0036_MARK LOGO: CGS   
 ON0036_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ON0036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON0036+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2002
 ON0036
 ON0036  HISTORY     - Date     Condition        Report By
 ON0036  HISTORY     - 1934     MONUMENTED       CGS
 ON0036  HISTORY     - 20021002 GOOD             WIDT
 ON0036
 ON0036                          STATION DESCRIPTION
 ON0036
 ON0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0036'AT HUSTLER.
 ON0036'AT HUSTLER, JUNEAU COUNTY, ON THE CHICAGO, ST. PAUL, MINNEAPOLIS
 ON0036'AND OMAHA RAILWAY, AT THE MAIN STREET CROSSING, 45 FEET SOUTH
 ON0036'OF THE CENTER LINE OF THE STREET, AT BLADE SEMAPHORE 1857, IN
 ON0036'THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE BASE, 9 FEET
 ON0036'EAST OF THE CENTER LINE OF THE TRACK, AND ABOUT LEVEL WITH THE
 ON0036'TRACK.  A STANDARD DISK STAMPED M 82 1934.
 ON0036
 ON0036                          STATION RECOVERY (2002)
 ON0036
 ON0036'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (DJH)
 ON0036'OWNERSHIP--JUNEAU COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 ON0036'US HIGHWAY 12 AND STATE HIGHWAY 16 WITH COUNTY HIGHWAY H AT THE
 ON0036'INTERSECTION OF WASHBURN STREET AND WISCONSIN STREET IN THE VILLAGE OF
 ON0036'CAMP DOUGLAS, GO SOUTH ON COUNTY HIGHWAY H FOR 3.2 MI (5.15 KM) TO
 ON0036'COUNTY HIGHWAY A, TURN RIGHT AND GO WEST ON COUNTY HIGHWAY A FOR 0.5
 ON0036'MI (0.8 KM) TO OMAHA STREET AND THE STATION ON THE LEFT.  THE STATION
 ON0036'IS A BRONZE US COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN THE
 ON0036'TOP OF A 35-CM X 70-CM RECTANGULAR CONCRETE BLOCK ABOUT LEVEL WITH THE
 ON0036'TRAIL PAVEMENT.  THE STATION IS 3.0 M (9.8 FT) EAST OF THE CENTERLINE
 ON0036'OF OMAHA TRAIL, 14.8 M (48.6 FT) SOUTH OF THE CENTERLINE OF COUNTY
 ON0036'HIGHWAY A (WEST MAIN STREET), 11.8 M (38.7 FT) WEST-NORTHWEST OF
 ON0036'UTILITY POLE WITH LIGHT MAST --16-2-9.3 2/25--, AND 5.6 M (18.4 FT)
 ON0036'WEST OF THE CENTERLINE OF OMAHA STREET.  ---NOTE---THIS STATION HAS
 ON0036'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 ON0036'HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0524 ***********************************************************************
 OM0524  DESIGNATION -  M 83
 OM0524  PID         -  OM0524
 OM0524  STATE/COUNTY-  WI/JUNEAU
 OM0524  USGS QUAD   -  WISCONSIN DELLS NORTH (1975)
 OM0524
 OM0524                         *CURRENT SURVEY CONTROL
 OM0524  ___________________________________________________________________
 OM0524* NAD 83(1986)-  43 40 45.     (N)    089 50 30.     (W)     SCALED    
 OM0524* NAVD 88     -       271.809  (meters)     891.76   (feet)  ADJUSTED  
 OM0524  ___________________________________________________________________
 OM0524  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 OM0524  DYNAMIC HT  -         271.743 (meters)     891.54  (feet)  COMP
 OM0524  MODELED GRAV-     980,369.7   (mgal)                       NAVD 88
 OM0524
 OM0524  VERT ORDER  -  SECOND    CLASS 0
 OM0524
 OM0524.The horizontal coordinates were scaled from a topographic map and have
 OM0524.an estimated accuracy of +/- 6 seconds.
 OM0524
 OM0524.The orthometric height was determined by differential leveling
 OM0524.and adjusted by the National Geodetic Survey in June 1991..
 OM0524
 OM0524.The geoid height was determined by GEOID03.
 OM0524
 OM0524.The dynamic height is computed by dividing the NAVD 88
 OM0524.geopotential number by the normal gravity value computed on the
 OM0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0524.degrees latitude (g = 980.6199 gals.).
 OM0524
 OM0524.The modeled gravity was interpolated from observed gravity values.
 OM0524
 OM0524;                    North         East    Units  Estimated Accuracy
 OM0524;SPC WI S     -   186,550.      612,770.      MT  (+/- 180 meters Scaled)
 OM0524
 OM0524                          SUPERSEDED SURVEY CONTROL
 OM0524
 OM0524  NGVD 29 (??/??/92)  271.843  (m)          891.87   (f) ADJ UNCH    2 0
 OM0524
 OM0524.Superseded values are not recommended for survey control.
 OM0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0524.See file dsdata.txt to determine how the superseded data were derived.
 OM0524
 OM0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP709401(NAD 83)
 OM0524_MARKER: DB = BENCH MARK DISK
 OM0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0524_STAMPING: M-83 1934
 OM0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0524+STABILITY: SURFACE MOTION
 OM0524
 OM0524  HISTORY     - Date     Condition        Report By
 OM0524  HISTORY     - 1934     MONUMENTED       CGS
 OM0524  HISTORY     - 1975     MARK NOT FOUND   USGS
 OM0524
 OM0524                          STATION DESCRIPTION
 OM0524
 OM0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0524'3.7 MI SE FROM LYNDON.
 OM0524'ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC RAILROAD 1 POLE
 OM0524'NORTHWEST OF MILEPOST 200.  SET IN POST 14 FEET NORTHWEST OF
 OM0524'THE CENTER LINE OF PUBLIC ROAD CROSSING, THENCE 24 FEET NORTHEAST
 OM0524'OF THE CENTER LINE OF THE NORTH MAIN TRACK, 1 FOOT BELOW RAIL
 OM0524'LEVEL.
 OM0524
 OM0524                          STATION RECOVERY (1975)
 OM0524
 OM0524'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 OM0524'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0339 ***********************************************************************
 OM0339  DESIGNATION -  M 84
 OM0339  PID         -  OM0339
 OM0339  STATE/COUNTY-  WI/COLUMBIA
 OM0339  USGS QUAD   -  SAND SPRING CREEK (1980)
 OM0339
 OM0339                         *CURRENT SURVEY CONTROL
 OM0339  ___________________________________________________________________
 OM0339* NAD 83(1986)-  43 32 20.     (N)    089 11 13.     (W)     SCALED    
 OM0339* NAVD 88     -       256.372  (meters)     841.11   (feet)  ADJUSTED  
 OM0339  ___________________________________________________________________
 OM0339  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 OM0339  DYNAMIC HT  -         256.308 (meters)     840.90  (feet)  COMP
 OM0339  MODELED GRAV-     980,362.9   (mgal)                       NAVD 88
 OM0339
 OM0339  VERT ORDER  -  SECOND    CLASS 0
 OM0339
 OM0339.The horizontal coordinates were scaled from a topographic map and have
 OM0339.an estimated accuracy of +/- 6 seconds.
 OM0339
 OM0339.The orthometric height was determined by differential leveling
 OM0339.and adjusted by the National Geodetic Survey in June 1991..
 OM0339
 OM0339.The geoid height was determined by GEOID03.
 OM0339
 OM0339.The dynamic height is computed by dividing the NAVD 88
 OM0339.geopotential number by the normal gravity value computed on the
 OM0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0339.degrees latitude (g = 980.6199 gals.).
 OM0339
 OM0339.The modeled gravity was interpolated from observed gravity values.
 OM0339
 OM0339;                    North         East    Units  Estimated Accuracy
 OM0339;SPC WI S     -   171,280.      665,710.      MT  (+/- 180 meters Scaled)
 OM0339
 OM0339                          SUPERSEDED SURVEY CONTROL
 OM0339
 OM0339  NGVD 29 (??/??/92)  256.412  (m)          841.25   (f) ADJ UNCH    2 0
 OM0339
 OM0339.Superseded values are not recommended for survey control.
 OM0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0339.See file dsdata.txt to determine how the superseded data were derived.
 OM0339
 OM0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP233229(NAD 83)
 OM0339_MARKER: DB = BENCH MARK DISK
 OM0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0339_STAMPING: M-84 1934
 OM0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0339+STABILITY: SURFACE MOTION
 OM0339
 OM0339  HISTORY     - Date     Condition        Report By
 OM0339  HISTORY     - 1934     MONUMENTED       CGS
 OM0339  HISTORY     - 1976     MARK NOT FOUND   USGS
 OM0339
 OM0339                          STATION DESCRIPTION
 OM0339
 OM0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0339'3.8 MI W FROM CAMBRIA.
 OM0339'3.8 MILES WEST OF THE DEPOT AT CAMBRIA.  ALONG THE CHICAGO,
 OM0339'MILWAUKEE, ST PAUL AND PACIFIC RAILROAD 1 POLE EAST OF MILEPOST
 OM0339'169, 15 FEET EAST OF THE CENTER LINE OF PRIVATE ROAD CROSSING,
 OM0339'THENCE 18 FEET NORTH OF THE CENTER LINE OF THE TRACK, 27 FEET
 OM0339'SOUTH OF RIGHT-OF-WAY FENCE, 2 FEET BELOW RAIL LEVEL.
 OM0339
 OM0339                          STATION RECOVERY (1976)
 OM0339
 OM0339'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 OM0339'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0249 ***********************************************************************
 OM0249  DESIGNATION -  M 85
 OM0249  PID         -  OM0249
 OM0249  STATE/COUNTY-  WI/DODGE
 OM0249  USGS QUAD   -  HORICON (1980)
 OM0249
 OM0249                         *CURRENT SURVEY CONTROL
 OM0249  ___________________________________________________________________
 OM0249* NAD 83(1997)-  43 27 23.36562(N)    088 44 06.81261(W)     ADJUSTED  
 OM0249* NAVD 88     -       286.806  (meters)     940.96   (feet)  ADJUSTED  
 OM0249  ___________________________________________________________________
 OM0249  X           -     102,359.886 (meters)                     COMP
 OM0249  Y           -  -4,636,271.421 (meters)                     COMP
 OM0249  Z           -   4,364,627.182 (meters)                     COMP
 OM0249  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 OM0249  ELLIP HEIGHT-         251.73  (meters)          (04/28/99) GPS OBS
 OM0249  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 OM0249  DYNAMIC HT  -         286.738 (meters)     940.74  (feet)  COMP
 OM0249  MODELED GRAV-     980,375.1   (mgal)                       NAVD 88
 OM0249
 OM0249  HORZ ORDER  -  A
 OM0249  VERT ORDER  -  SECOND    CLASS 0
 OM0249  ELLP ORDER  -  THIRD     CLASS I
 OM0249
 OM0249.The horizontal coordinates were established by GPS observations
 OM0249.and adjusted by the National Geodetic Survey in April 1999..
 OM0249
 OM0249.The orthometric height was determined by differential leveling
 OM0249.and adjusted by the National Geodetic Survey in June 1991..
 OM0249
 OM0249.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0249
 OM0249.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0249
 OM0249.The ellipsoidal height was determined by GPS observations
 OM0249.and is referenced to NAD 83.
 OM0249
 OM0249.The geoid height was determined by GEOID03.
 OM0249
 OM0249.The dynamic height is computed by dividing the NAVD 88
 OM0249.geopotential number by the normal gravity value computed on the
 OM0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0249.degrees latitude (g = 980.6199 gals.).
 OM0249
 OM0249.The modeled gravity was interpolated from observed gravity values.
 OM0249
 OM0249;                    North         East     Units Scale Factor Converg.
 OM0249;SPC WI S     -   162,578.503   702,353.384   MT  0.99993301   +0 52 08.5
 OM0249;SPC WI S     -   533,392.97  2,304,304.39   sFT  0.99993301   +0 52 08.5
 OM0249;UTM  16      - 4,812,971.684   359,614.956   MT  0.99984242   -1 11 37.3
 OM0249
 OM0249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0249!SPC WI S     -   0.99996053  x   0.99993301  =   0.99989354
 OM0249!UTM  16      -   0.99996053  x   0.99984242  =   0.99980295
 OM0249
 OM0249                          SUPERSEDED SURVEY CONTROL
 OM0249
 OM0249  NAD 83(1991)-  43 27 23.36537(N)    088 44 06.81081(W) AD(       ) 1
 OM0249  ELLIP H (08/19/91)  251.82   (m)                       GP(       ) 4 1
 OM0249  NAVD 88 (04/28/99)  286.81   (m)          941.0    (f) LEVELING    3  
 OM0249  NGVD 29 (??/??/92)  286.853  (m)          941.12   (f) ADJ UNCH    2 0
 OM0249
 OM0249.Superseded values are not recommended for survey control.
 OM0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0249.See file dsdata.txt to determine how the superseded data were derived.
 OM0249
 OM0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5961512972(NAD 83)
 OM0249_MARKER: DB = BENCH MARK DISK
 OM0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0249_SP_SET: CONCRETE POST
 OM0249_STAMPING: M 85 1934
 OM0249_MARK LOGO: CGS   
 OM0249_PROJECTION: FLUSH
 OM0249_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0249+STABILITY: SURFACE MOTION
 OM0249_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0249+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 OM0249
 OM0249  HISTORY     - Date     Condition        Report By
 OM0249  HISTORY     - 1934     MONUMENTED       CGS
 OM0249  HISTORY     - 19900830 GOOD             NGS
 OM0249  HISTORY     - 19970715 GOOD             LOCSUR
 OM0249  HISTORY     - 19971217 GOOD             WIHD
 OM0249  HISTORY     - 19991211 GOOD             WIDT
 OM0249  HISTORY     - 20030816 GOOD             USPSQD
 OM0249  HISTORY     - 20040622 GOOD             WIDT
 OM0249  HISTORY     - 2005     GOOD             WIDT
 OM0249  HISTORY     - 20060918 GOOD             USPSQD
 OM0249
 OM0249                          STATION DESCRIPTION
 OM0249
 OM0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0249'AT ROLLING PRAIRIE.
 OM0249'ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC RAILROAD
 OM0249'3 1/2 POLES EAST OF MILEPOST 144, 90 FEET WEST OF THE DEPOT,
 OM0249'THENCE 18 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AT RAIL
 OM0249'LEVEL.
 OM0249
 OM0249                          STATION RECOVERY (1990)
 OM0249
 OM0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OM0249'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) EAST OF BEAVER DAM, ON
 OM0249'THE WEST SIDE OF COUNTY ROAD I AND AT A RAILROAD CROSSING.
 OM0249'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION, P.O. BOX 7916,
 OM0249'MADISON, WI 53707, PHONE 608-267-2462.
 OM0249'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 33 AND U.S.
 OM0249'HIGHWAY 151, ON THE EAST SIDE OF BEAVER DAM, GO EAST ON STATE HIGHWAY
 OM0249'33 FOR 6.19 KM (3.85 MI) TO THE JUNCTION OF COUNTY ROAD I (NORTH) ON
 OM0249'THE LEFT, TURN LEFT, NORTH, ON COUNTY ROAD I FOR 1.4 KM (0.9 MI) TO A
 OM0249'RAILROAD CROSSING AND THE STATION ON THE LEFT.
 OM0249'THE STATION IS LOCATED 9.4 M (30.8 FT) WEST OF THE CENTERLINE OF
 OM0249'COUNTY ROAD I, 5.2 M (17.1 FT) SOUTH OF THE CENTER OF THE TRACKS, 0.4
 OM0249'M (1.3 FT) NORTH OF A METAL WITNESS POST AND 0.4 M (1.3 FT) NORTH OF
 OM0249'A FIBERGLASS WITNESS POST.
 OM0249
 OM0249                          STATION RECOVERY (1997)
 OM0249
 OM0249'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1997 (GLJ)
 OM0249'RECOVERED AS DESCRIBED.
 OM0249
 OM0249                          STATION RECOVERY (1997)
 OM0249
 OM0249'RECOVERY NOTE BY WI HIGHWAY DEPT 1997 (CSM)
 OM0249'THE STATION IS LOCATED ABOUT 8.05 KM (5.00 MI) EAST OF BEAVER DAM,
 OM0249'8.05 KM (5.00 MI) WEST OF HORICON, AND 67.63 KM (42.00 MI) NORTHEAST
 OM0249'OF MADISON IN THE SMALL COMMUNITY OF ROLLING PRAIRIE. OWNERSHIP--DODGE
 OM0249'COUNTY.  TO REACH THE STATION FROM THE BRIDGE FOR US HIGHWAY 151 OVER
 OM0249'STATE HIGHWAY 33 ON THE EAST SIDE OF BEAVER DAM, GO EAST FOR 3.45 MI
 OM0249'(5.55 KM) ON HIGHWAY 33 TO THE JUNCTION WITH COUNTY HIGHWAY A LEFT
 OM0249'(NORTH) AND COUNTY HIGHWAY I RIGHT (SOUTH) , CONTINUE EAST 0.80 KM
 OM0249'(0.50 MI) ON HIGHWAYS 33 AND I TO THE JUNCTION WITH COUNTY HIGHWAY I
 OM0249'LEFT (NORTH) , TURN LEFT AND GO NORTH 1.85 KM (1.15 MI) ON HIGHWAY I
 OM0249'TO THE STATION ON THE LEFT JUST BEFORE CROSSING THE RAILROAD TRACK.
 OM0249'THE STATION IS A BRONZE US COAST AND GEODETIC SURVEY BENCH MARK DISK
 OM0249'SET IN THE TOP OF A 25-CM (10-INCH) SQUARE CONCRETE POST PROJECTING 10
 OM0249'CM (4 INCHES) ABOVE THE GROUND. IT IS, 9.2 M (30.2 FT) WEST-NORTHWEST
 OM0249'OF THE CENTERLINE OF THE HIGHWAY, 4.4 M (14.4 FT) SOUTH OF THE SOUTH
 OM0249'RAIL OF THE RAILROAD TRACK, 27.1 M (88.9 FT) NORTH-NORTHWEST OF POWER
 OM0249'POLE 11-15-5.1 49/31, 0.4 M (1.3 FT) NORTH OF A STEEL WITNESS POST,
 OM0249'AND 0.2 M (0.7 FT) SOUTH OF AN ORANGE FIBERGLASS WITNESS POST.
 OM0249
 OM0249                          STATION RECOVERY (1999)
 OM0249
 OM0249'RECOVERY NOTE BY WI DEPT OF TRANSP 1999 (DJH)
 OM0249'RECOVERED AS DESCRIBED.  ---NOTE---VISUAL OBSTRUCTIONS FOR THIS
 OM0249'STATION ARE TREES IN THE NORTHEAST QUADRANT EXTENDING TO 20 DEGREES
 OM0249'ABOVE THE HORIZON, TREES IN THE SOUTHWEST QUADRANT EXTENDING TO 30
 OM0249'DEGREES ABOVE THE HORIZON, TREES IN THE SOUTHEAST QUADRANT EXTENDING
 OM0249'TO 28 DEGREES ABOVE THE HORIZON, AND UTILITY LINES STRUNG PARALLEL TO
 OM0249'COUNTY HIGHWAY I, IN THE SOUTHEAST AND NORTHEAST QUADRANT EXTENDING TO
 OM0249'80 DEGREES ABOVE THE HORIZON.
 OM0249
 OM0249                          STATION RECOVERY (2003)
 OM0249
 OM0249'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0249'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.2 MILE SOUTH OF
 OM0249'COUNTY HIGHWAY E ON COUNTY HIGHWAY I.  NOTE-- THE ORANGE WITNESS POST
 OM0249'IS SPLINTERED ON TOP.  TREES TO THE SOUTHWEST MAY OBSTRUCT SATELLITE
 OM0249'OBSERVATIONS.
 OM0249
 OM0249                          STATION RECOVERY (2004)
 OM0249
 OM0249'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 OM0249'RECOVERED AS DESCRIBED AND TWO WHITE WITNESS POSTS ADDED.  THE STATION
 OM0249'IS IN THE CENTER OF A TRIANGLE FORMED BY TWO WHITE AND ONE ORANGE
 OM0249'PLASTIC WITNESS POSTS.   MARK IS LEANING A LITTLE PUSHED OVER 4
 OM0249'DEGREES TO THE WEST.  OLD CHIP OUT OF SOUTHEAST CORNER.
 OM0249
 OM0249                          STATION RECOVERY (2005)
 OM0249
 OM0249'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 OM0249'RECOVERED AS DESCRIBED.
 OM0249
 OM0249                          STATION RECOVERY (2006)
 OM0249
 OM0249'RECOVERY NOTE BY US POWER SQUADRON 2006
 OM0249'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0117 ***********************************************************************
 OL0117  DESIGNATION -  M 86
 OL0117  PID         -  OL0117
 OL0117  STATE/COUNTY-  WI/MILWAUKEE
 OL0117  USGS QUAD   -  THIENSVILLE (1976)
 OL0117
 OL0117                         *CURRENT SURVEY CONTROL
 OL0117  ___________________________________________________________________
 OL0117* NAD 83(1986)-  43 07 32.     (N)    087 56 29.     (W)     SCALED    
 OL0117* NAVD 88     -       203.542  (meters)     667.79   (feet)  ADJUSTED  
 OL0117  ___________________________________________________________________
 OL0117  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 OL0117  DYNAMIC HT  -         203.491 (meters)     667.62  (feet)  COMP
 OL0117  MODELED GRAV-     980,362.1   (mgal)                       NAVD 88
 OL0117
 OL0117  VERT ORDER  -  FIRST     CLASS 0
 OL0117
 OL0117.The horizontal coordinates were scaled from a topographic map and have
 OL0117.an estimated accuracy of +/- 6 seconds.
 OL0117
 OL0117.The orthometric height was determined by differential leveling
 OL0117.and adjusted by the National Geodetic Survey in June 1991..
 OL0117.WARNING-Repeat measurements at this control monument indicate possible
 OL0117.vertical movement.
 OL0117
 OL0117.The geoid height was determined by GEOID03.
 OL0117
 OL0117.The dynamic height is computed by dividing the NAVD 88
 OL0117.geopotential number by the normal gravity value computed on the
 OL0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0117.degrees latitude (g = 980.6199 gals.).
 OL0117
 OL0117.The modeled gravity was interpolated from observed gravity values.
 OL0117
 OL0117;                    North         East    Units  Estimated Accuracy
 OL0117;SPC WI S     -   127,110.      767,490.      MT  (+/- 180 meters Scaled)
 OL0117
 OL0117                          SUPERSEDED SURVEY CONTROL
 OL0117
 OL0117  NGVD 29 (??/??/92)  203.665  (m)          668.19   (f) ADJ UNCH    2 0
 OL0117
 OL0117.Superseded values are not recommended for survey control.
 OL0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0117.See file dsdata.txt to determine how the superseded data were derived.
 OL0117
 OL0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN234751(NAD 83)
 OL0117_MARKER: DB = BENCH MARK DISK
 OL0117_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OL0117_SP_SET: FOOTING
 OL0117_STAMPING: M 86 1934
 OL0117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OL0117
 OL0117  HISTORY     - Date     Condition        Report By
 OL0117  HISTORY     - 1934     MONUMENTED       CGS
 OL0117  HISTORY     - 1972     GOOD             NGS
 OL0117  HISTORY     - 20011102 MARK NOT FOUND   USPSQD
 OL0117
 OL0117                          STATION DESCRIPTION
 OL0117
 OL0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0117'0.7 MI SE FROM WISCONA JUNCTION.
 OL0117'ABOUT 0.7 MILE SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 OL0117'RAILWAY FROM THE CROSSING OF TWO RAILROADS AT WISCONA JUNCTION,
 OL0117'0.45 MILE NORTHWEST OF THE GREEN BAY AVENUE UNDERPASS, ABOUT 0.3
 OL0117'MILE SOUTHEAST OF A DOUBLE ROW OF POWER LINE TOWERS, 6.6 FEET
 OL0117'SOUTHWEST OF THE SOUTHWEST RAIL, SET IN THE TOP OF THE NORTH CORNER
 OL0117'OF THE MOST NORTHWEST ONE OF 2 CONCRETE FOOTINGS FOR A SIGNAL BRIDGE
 OL0117'AND 2 FEET ABOVE THE LEVEL OF THE GROUND.  SEC 30, T8N, R 22E.
 OL0117'NOTE-- THE SIGNAL BRIDGE IS NOT IN USE AND THE FOOTINGS ARE BADLY
 OL0117'CRACKED.  PROBABLY WILL NOT LAST MANY MORE YEARS.
 OL0117
 OL0117                          STATION RECOVERY (2001)
 OL0117
 OL0117'RECOVERY NOTE BY US POWER SQUADRON 2001
 OL0117'LOCATION NOTED NO LONGER EXISTS.  SIGNAL BRIDGE HAS BEEN REMOVED.
 OL0117'RAILROAD HAS NOT BEEN IN SERVICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0171 ***********************************************************************
 OL0171  DESIGNATION -  M 87
 OL0171  PID         -  OL0171
 OL0171  STATE/COUNTY-  WI/SHEBOYGAN
 OL0171  USGS QUAD   -  CEDAR GROVE (1974)
 OL0171
 OL0171                         *CURRENT SURVEY CONTROL
 OL0171  ___________________________________________________________________
 OL0171* NAD 83(1986)-  43 34 02.     (N)    087 49 30.     (W)     SCALED    
 OL0171* NAVD 88     -       216.681  (meters)     710.89   (feet)  ADJUSTED  
 OL0171  ___________________________________________________________________
 OL0171  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 OL0171  DYNAMIC HT  -         216.637 (meters)     710.75  (feet)  COMP
 OL0171  MODELED GRAV-     980,411.0   (mgal)                       NAVD 88
 OL0171
 OL0171  VERT ORDER  -  FIRST     CLASS 0
 OL0171
 OL0171.The horizontal coordinates were scaled from a topographic map and have
 OL0171.an estimated accuracy of +/- 6 seconds.
 OL0171
 OL0171.The orthometric height was determined by differential leveling
 OL0171.and adjusted by the National Geodetic Survey in June 1991..
 OL0171.WARNING-Repeat measurements at this control monument indicate possible
 OL0171.vertical movement.
 OL0171
 OL0171.The geoid height was determined by GEOID03.
 OL0171
 OL0171.The dynamic height is computed by dividing the NAVD 88
 OL0171.geopotential number by the normal gravity value computed on the
 OL0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0171.degrees latitude (g = 980.6199 gals.).
 OL0171
 OL0171.The modeled gravity was interpolated from observed gravity values.
 OL0171
 OL0171;                    North         East    Units  Estimated Accuracy
 OL0171;SPC WI S     -   176,400.      775,680.      MT  (+/- 180 meters Scaled)
 OL0171
 OL0171                          SUPERSEDED SURVEY CONTROL
 OL0171
 OL0171  NGVD 29 (??/??/92)  216.719  (m)          711.02   (f) ADJ UNCH    2 0
 OL0171
 OL0171.Superseded values are not recommended for survey control.
 OL0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0171.See file dsdata.txt to determine how the superseded data were derived.
 OL0171
 OL0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP333241(NAD 83)
 OL0171_MARKER: DB = BENCH MARK DISK
 OL0171_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OL0171_SP_SET: WATER TOWER FOOTING
 OL0171_STAMPING: M 87 1934
 OL0171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OL0171
 OL0171  HISTORY     - Date     Condition        Report By
 OL0171  HISTORY     - 1934     MONUMENTED       CGS
 OL0171  HISTORY     - 1972     GOOD             NGS
 OL0171  HISTORY     - 20021125 MARK NOT FOUND   USPSQD
 OL0171  HISTORY     - 20040329 MARK NOT FOUND   USPSQD
 OL0171
 OL0171                          STATION DESCRIPTION
 OL0171
 OL0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0171'AT CEDAR GROVE.
 OL0171'AT CEDAR GROVE, 0.2 MILE WEST ALONG WEST WISCONSIN AVENUE FROM
 OL0171'THE POST OFFICE, AT THE CITY WATER TANK, 134 FEET SOUTH OF THE
 OL0171'CENTER LINE OF WEST WISCONSIN AVENUE, 78 FEET EAST OF THE CENTER
 OL0171'LINE OF SOUTH SECOND STREET, 100 FEET SOUTH OF A CHAIN LINK
 OL0171'FENCE, SET IN THE TOP OF THE NORTH CORNER OF THE NORTHEAST
 OL0171'CONCRETE FOOTING OF THE WATER TOWER, 1 FOOT ABOVE THE LEVEL
 OL0171'OF THE GROUND AND 5 FEET ABOVE THE LEVEL OF THE STREET.  SEC 26,
 OL0171'T13N, R22E.
 OL0171
 OL0171                          STATION RECOVERY (2002)
 OL0171
 OL0171'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OL0171'NOT RECOVERED.  THE CITY WATER TANK WAS TAKEN DOWN AND THE FENCE AND
 OL0171'FOOTINGS REMOVED.  IT IS NOW AN EMPTY LOT.  A NEW TANK WAS BUILT AT A
 OL0171'DIFFERENT LOCATION IN 2000.
 OL0171
 OL0171                          STATION RECOVERY (2004)
 OL0171
 OL0171'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 OL0171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0148 ***********************************************************************
 PM0148  DESIGNATION -  M 88
 PM0148  PID         -  PM0148
 PM0148  STATE/COUNTY-  WI/MANITOWOC
 PM0148  USGS QUAD   -  MANITOWOC (1973)
 PM0148
 PM0148                         *CURRENT SURVEY CONTROL
 PM0148  ___________________________________________________________________
 PM0148* NAD 83(1986)-  44 03 18.     (N)    087 41 02.     (W)     SCALED    
 PM0148* NAVD 88     -       199.471  (meters)     654.43   (feet)  ADJUSTED  
 PM0148  ___________________________________________________________________
 PM0148  GEOID HEIGHT-         -36.10  (meters)                     GEOID03
 PM0148  DYNAMIC HT  -         199.437 (meters)     654.32  (feet)  COMP
 PM0148  MODELED GRAV-     980,445.6   (mgal)                       NAVD 88
 PM0148
 PM0148  VERT ORDER  -  SECOND    CLASS I
 PM0148
 PM0148.The horizontal coordinates were scaled from a topographic map and have
 PM0148.an estimated accuracy of +/- 6 seconds.
 PM0148
 PM0148.The orthometric height was determined by differential leveling
 PM0148.and adjusted by the National Geodetic Survey in May 2003..
 PM0148
 PM0148.The geoid height was determined by GEOID03.
 PM0148
 PM0148.The dynamic height is computed by dividing the NAVD 88
 PM0148.geopotential number by the normal gravity value computed on the
 PM0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0148.degrees latitude (g = 980.6199 gals.).
 PM0148
 PM0148.The modeled gravity was interpolated from observed gravity values.
 PM0148
 PM0148;                    North         East    Units  Estimated Accuracy
 PM0148;SPC WI S     -   230,880.      785,570.      MT  (+/- 180 meters Scaled)
 PM0148
 PM0148                          SUPERSEDED SURVEY CONTROL
 PM0148
 PM0148  NAVD 88 (06/15/91)  199.461  (m)          654.40   (f) UNKNOWN     1 0
 PM0148  NGVD 29 (??/??/92)  199.465  (m)          654.41   (f) ADJ UNCH    2 0
 PM0148
 PM0148.Superseded values are not recommended for survey control.
 PM0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0148.See file dsdata.txt to determine how the superseded data were derived.
 PM0148
 PM0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP452782(NAD 83)
 PM0148_MARKER: DB = BENCH MARK DISK
 PM0148_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PM0148_SP_SET: BRIDGE ABUTMENT
 PM0148_STAMPING: M 88 1934
 PM0148_MARK LOGO: CGS   
 PM0148_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PM0148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0148_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0148+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2003
 PM0148
 PM0148  HISTORY     - Date     Condition        Report By
 PM0148  HISTORY     - 1934     MONUMENTED       CGS
 PM0148  HISTORY     - 1972     GOOD             NGS
 PM0148  HISTORY     - 2001     GOOD             WIDT
 PM0148  HISTORY     - 20030622 GOOD             USPSQD
 PM0148
 PM0148                          STATION DESCRIPTION
 PM0148
 PM0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0148'3.3 MI S FROM MANITOWOC.
 PM0148'ABOUT 3.3 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PM0148'FROM THE POST OFFICE AT MANITOWOC, 0.2 MILE NORTH OF THE
 PM0148'CROSSING OF SILVER CREEK ROAD, 4 POLES NORTH OF MILEPOST 74, 7.4
 PM0148'FEET WEST OF THE WEST RAIL, SET IN THE TOP OF THE WEST END OF THE
 PM0148'SOUTH STONE ABUTMENT OF RAILROAD BRIDGE NO. 2095 OVER SILVER
 PM0148'CREEK AND 1/2 FOOT BELOW THE TOP OF RAIL.  SEC 1, T 18 N, R 23 E.
 PM0148
 PM0148                          STATION RECOVERY (2001)
 PM0148
 PM0148'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PM0148'THE STATION IS LOCATED ABOUT 5 KM SOUTHWEST OF MANITOWOC.
 PM0148'OWNERSHIP--FOX VALLEY AND WESTERN RAILROAD.  TO REACH THE STATION
 PM0148'FROM THE JUNCTION OF INTERSTATE HIGHWAY 43 WITH US HIGHWAY 151 AT
 PM0148'EXIT NO. 149 ABOUT 5 KM SOUTHWEST OF THE CITY OF MANITOWOC, GO WEST
 PM0148'ON US HIGHWAY 151 FOR 0.2 KM TO HECKER ROAD, TURN LEFT AND GO SOUTH
 PM0148'ON HECKER ROAD FOR 2.7 KM TO SILVER CREEK ROAD, TURN LEFT AND GO EAST
 PM0148'ON SILVER CREEK ROAD FOR 1.0 KM TO  COUNTY HIGHWAY CR, TURN RIGHT AND
 PM0148'GO SOUTH ON COUNTY HIGHWAY CR FOR 0.2 KM TO SILVER CREEK ROAD ON THE
 PM0148'LEFT, TURN LEFT AND GO EAST ON SILVER CREEK ROAD FOR 1.3 KM TO THE
 PM0148'RAILROAD TRACKS AND THE STATION ON THE LEFT. THE STATION IS A US
 PM0148'COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN THE WEST SIDE OF THE
 PM0148'SOUTH  ABUTMENT AND ABOUT LEVEL WITH THE RAILROAD GRADE. THE STATION
 PM0148'IS 3.0 M WEST OF THE CENTERLINE OF RAILROAD TRACKS, 18.5 M
 PM0148'NORTH-NORTHWEST OF CENTERLINE OF PRIVATE CROSSING ENTRANCE WITH
 PM0148'CENTERLINE OF RAILROAD TRACKS, 13.0 M NORTHWEST OF A POWER POLE  AND
 PM0148'0.7 M NORTHEAST OF AN ORANGE FIBERGLASS WITNESS POST. THIS STATION
 PM0148'HAS VISIBLE OBSTRUCTIONS IN ALL QUADRANTS EXTENDING HIGHER THAN 30
 PM0148'DEGREES ABOVE THE HORIZON.
 PM0148
 PM0148                          STATION RECOVERY (2003)
 PM0148
 PM0148'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0148'STATION RECOVERED IN GOOD CONDITION.  NOTE-- THE PRIVATE ROAD CROSSING
 PM0148'IS NEAR THE NORTH END OF THE LONG GRAVEL DRIVEWAY TO THE RESIDENCE AT
 PM0148'2706 SILVER CREEK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0071 ***********************************************************************
 PM0071  DESIGNATION -  M 89
 PM0071  PID         -  PM0071
 PM0071  STATE/COUNTY-  WI/BROWN
 PM0071  USGS QUAD   -  BELLEVUE (1992)
 PM0071
 PM0071                         *CURRENT SURVEY CONTROL
 PM0071  ___________________________________________________________________
 PM0071* NAD 83(1986)-  44 28 19.     (N)    087 57 49.     (W)     SCALED    
 PM0071* NAVD 88     -       197.132  (meters)     646.76   (feet)  ADJUSTED  
 PM0071  ___________________________________________________________________
 PM0071  GEOID HEIGHT-         -36.16  (meters)                     GEOID03
 PM0071  DYNAMIC HT  -         197.107 (meters)     646.68  (feet)  COMP
 PM0071  MODELED GRAV-     980,485.7   (mgal)                       NAVD 88
 PM0071
 PM0071  VERT ORDER  -  FIRST     CLASS 0
 PM0071
 PM0071.The horizontal coordinates were scaled from a topographic map and have
 PM0071.an estimated accuracy of +/- 6 seconds.
 PM0071
 PM0071.The orthometric height was determined by differential leveling
 PM0071.and adjusted by the National Geodetic Survey in June 1991..
 PM0071
 PM0071.The geoid height was determined by GEOID03.
 PM0071
 PM0071.The dynamic height is computed by dividing the NAVD 88
 PM0071.geopotential number by the normal gravity value computed on the
 PM0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0071.degrees latitude (g = 980.6199 gals.).
 PM0071
 PM0071.The modeled gravity was interpolated from observed gravity values.
 PM0071
 PM0071;                    North         East    Units  Estimated Accuracy
 PM0071;SPC WI C     -    72,990.      762,010.      MT  (+/- 180 meters Scaled)
 PM0071
 PM0071                          SUPERSEDED SURVEY CONTROL
 PM0071
 PM0071  NGVD 29 (??/??/92)  197.160  (m)          646.85   (f) ADJ UNCH    2 0
 PM0071
 PM0071.Superseded values are not recommended for survey control.
 PM0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0071.See file dsdata.txt to determine how the superseded data were derived.
 PM0071
 PM0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ233247(NAD 83)
 PM0071_MARKER: DB = BENCH MARK DISK
 PM0071_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PM0071_SP_SET: CULVERT HEADWALL
 PM0071_STAMPING: M 89 1934
 PM0071_MARK LOGO: CGS   
 PM0071_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PM0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0071+STABILITY: SURFACE MOTION
 PM0071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0071+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2005
 PM0071
 PM0071  HISTORY     - Date     Condition        Report By
 PM0071  HISTORY     - 1934     MONUMENTED       CGS
 PM0071  HISTORY     - 1972     GOOD             NGS
 PM0071  HISTORY     - 19940509 GOOD             WI-009
 PM0071  HISTORY     - 20021111 GOOD             USPSQD
 PM0071  HISTORY     - 20040308 GOOD             USPSQD
 PM0071  HISTORY     - 20050808 GOOD             WIDT
 PM0071
 PM0071                          STATION DESCRIPTION
 PM0071
 PM0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0071'2.9 MI NW FROM BELLEVUE.
 PM0071'ABOUT 2.6 MILES NORTHWEST ALONG U.S. HIGHWAY 141 FROM THE JUNCTION
 PM0071'OF STATE HIGHWAY 29 AT BELLEVUE, THENCE 0.3 MILE NORTHWEST ALONG
 PM0071'THE CHICAGO AND NORTH WESTERN RAILWAY, AT A LARGE ARCHED CONCRETE
 PM0071'CULVERT, 38 FEET SOUTHEAST OF THE 1ST TELEPHONE POLE SOUTHEAST OF
 PM0071'MILEPOST 109, 20.5 FEET NORTHEAST OF THE NORTHEAST RAIL, SET IN
 PM0071'THE TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE HEADWALL
 PM0071'AND ABOUT 7 FEET BELOW THE LEVEL OF THE TRACK.  SEC 16, T 23N, R 21E
 PM0071
 PM0071                          STATION RECOVERY (1994)
 PM0071
 PM0071'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PM0071'ADDITIONS. THE MARK IS ON BRIDGE NO.  U97.  CULVERT IS NEAR THE 7TH
 PM0071'TELEPHONE POLE NORTH OF HWY JJ.
 PM0071
 PM0071                          STATION RECOVERY (2002)
 PM0071
 PM0071'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0071'RECOVERED IN GOOD CONDITION.
 PM0071
 PM0071                          STATION RECOVERY (2004)
 PM0071
 PM0071'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0071'RECOVERED IN GOOD CONDITION.
 PM0071
 PM0071                          STATION RECOVERY (2005)
 PM0071
 PM0071'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0071'RECOVERED IN GOOD CONDITION.  ADD--THE STATION IS 0.4 M NORTHWEST OF
 PM0071'AN ORANGE FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0091 ***********************************************************************
 PO0091  DESIGNATION -  M 9
 PO0091  PID         -  PO0091
 PO0091  STATE/COUNTY-  WI/JUNEAU
 PO0091  USGS QUAD   -  FINLEY (1969)
 PO0091
 PO0091                         *CURRENT SURVEY CONTROL
 PO0091  ___________________________________________________________________
 PO0091* NAD 83(1986)-  44 12 48.     (N)    090 08 10.     (W)     SCALED    
 PO0091* NAVD 88     -       289.771  (meters)     950.69   (feet)  ADJUSTED  
 PO0091  ___________________________________________________________________
 PO0091  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 PO0091  DYNAMIC HT  -         289.713 (meters)     950.50  (feet)  COMP
 PO0091  MODELED GRAV-     980,414.3   (mgal)                       NAVD 88
 PO0091
 PO0091  VERT ORDER  -  FIRST     CLASS II
 PO0091
 PO0091.The horizontal coordinates were scaled from a topographic map and have
 PO0091.an estimated accuracy of +/- 6 seconds.
 PO0091
 PO0091.The orthometric height was determined by differential leveling
 PO0091.and adjusted by the National Geodetic Survey in June 1991..
 PO0091
 PO0091.The geoid height was determined by GEOID03.
 PO0091
 PO0091.The dynamic height is computed by dividing the NAVD 88
 PO0091.geopotential number by the normal gravity value computed on the
 PO0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0091.degrees latitude (g = 980.6199 gals.).
 PO0091
 PO0091.The modeled gravity was interpolated from observed gravity values.
 PO0091
 PO0091;                    North         East    Units  Estimated Accuracy
 PO0091;SPC WI S     -   245,900.      589,120.      MT  (+/- 180 meters Scaled)
 PO0091
 PO0091                          SUPERSEDED SURVEY CONTROL
 PO0091
 PO0091  NGVD 29 (??/??/92)  289.786  (m)          950.74   (f) ADJ UNCH    1 2
 PO0091
 PO0091.Superseded values are not recommended for survey control.
 PO0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0091.See file dsdata.txt to determine how the superseded data were derived.
 PO0091
 PO0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ287995(NAD 83)
 PO0091_MARKER: DB = BENCH MARK DISK
 PO0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0091_STAMPING: M 9 1930
 PO0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0091+STABILITY: SURFACE MOTION
 PO0091
 PO0091  HISTORY     - Date     Condition        Report By
 PO0091  HISTORY     - 1930     MONUMENTED       CGS
 PO0091  HISTORY     - 1958     MARK NOT FOUND   USGS
 PO0091  HISTORY     - 1985     MARK NOT FOUND   NGS
 PO0091
 PO0091                          STATION DESCRIPTION
 PO0091
 PO0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 PO0091'AT FINLEY.
 PO0091'AT FLAG STOP FINLEY ON THE CHICAGO, MILWAUKEE AND ST. PAUL
 PO0091'RAILROAD, AT THE FLAG-STOP AT FINLEY, ON THE WEST SIDE OF THE
 PO0091'TRACKS OF THE C.M. ST. P. RR, 85 FEET WEST OF STATION, 39 FEET
 PO0091'WEST OF THE WEST AND NEAREST RAIL, AND 6 FEET EAST OF THE WEST
 PO0091'PROPERTY FENCE LINE, STANDARD BRONZE DISC SET IN A CONCRETE
 PO0091'MONUMENT.
 PO0091
 PO0091                          STATION RECOVERY (1958)
 PO0091
 PO0091'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 PO0091'MARK NOT FOUND.
 PO0091
 PO0091                          STATION RECOVERY (1985)
 PO0091
 PO0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PO0091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0022 ***********************************************************************
 OM0022  DESIGNATION -  M 90 RESET 1950
 OM0022  PID         -  OM0022
 OM0022  STATE/COUNTY-  WI/FOND DU LAC
 OM0022  USGS QUAD   -  SAINT PETER (1992)
 OM0022
 OM0022                         *CURRENT SURVEY CONTROL
 OM0022  ___________________________________________________________________
 OM0022* NAD 83(1986)-  43 51 07.     (N)    088 20 33.     (W)     SCALED    
 OM0022* NAVD 88     -       297.94   (+/-2cm)     977.5    (feet)  VERTCON   
 OM0022  ___________________________________________________________________
 OM0022  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 OM0022
 OM0022  VERT ORDER  -  THIRD (See Below)
 OM0022
 OM0022.The horizontal coordinates were scaled from a topographic map and have
 OM0022.an estimated accuracy of +/- 6 seconds.
 OM0022
 OM0022.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0022.The vertical order pertains to the NGVD 29 superseded value.
 OM0022
 OM0022.The geoid height was determined by GEOID03.
 OM0022
 OM0022;                    North         East    Units  Estimated Accuracy
 OM0022;SPC WI S     -   207,060.      733,260.      MT  (+/- 180 meters Scaled)
 OM0022
 OM0022                          SUPERSEDED SURVEY CONTROL
 OM0022
 OM0022  NGVD 29 (09/01/04)  297.95   (m)          977.5    (f) RESET       3  
 OM0022
 OM0022.Superseded values are not recommended for survey control.
 OM0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0022.See file dsdata.txt to determine how the superseded data were derived.
 OM0022
 OM0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP920563(NAD 83)
 OM0022_MARKER: DB = BENCH MARK DISK
 OM0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0022_STAMPING: M 90 RESET 1950
 OM0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0022+STABILITY: SURFACE MOTION
 OM0022
 OM0022  HISTORY     - Date     Condition        Report By
 OM0022  HISTORY     - 1950     MONUMENTED       LOCENG
 OM0022
 OM0022                          STATION DESCRIPTION
 OM0022
 OM0022'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1950
 OM0022'AT SILICA.
 OM0022'AT SILICA, FOND DU LAC COUNTY, ON THE CHICAGO AND NORTHWESTERN
 OM0022'RAILWAY, AT THE SOUTHEAST CORNER OF THE NE 1/4 SE 1/4 SEC. 16,
 OM0022'T 16 N, R 18 E, TOWN OF TAYCHEEDAH, AT THE CROSSING OF COUNTY
 OM0022'TRUNK HIGHWAY QQ, 293 FEET NORTH OF THE NORTH RAIL, 33 FEET
 OM0022'NORTH OF A DITCH, AND 22 FEET WEST OF THE CENTER LINE OF THE
 OM0022'HIGHWAY.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 OM0022'PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0196 ***********************************************************************
 PN0196  DESIGNATION -  M 91
 PN0196  PID         -  PN0196
 PN0196  STATE/COUNTY-  WI/CALUMET
 PN0196  USGS QUAD   -  CHILTON (1992)
 PN0196
 PN0196                         *CURRENT SURVEY CONTROL
 PN0196  ___________________________________________________________________
 PN0196* NAD 83(1986)-  44 07 14.     (N)    088 09 33.     (W)     SCALED    
 PN0196* NAVD 88     -       263.383  (meters)     864.12   (feet)  ADJUSTED  
 PN0196  ___________________________________________________________________
 PN0196  GEOID HEIGHT-         -36.03  (meters)                     GEOID03
 PN0196  DYNAMIC HT  -         263.336 (meters)     863.96  (feet)  COMP
 PN0196  MODELED GRAV-     980,434.7   (mgal)                       NAVD 88
 PN0196
 PN0196  VERT ORDER  -  SECOND    CLASS I
 PN0196
 PN0196.The horizontal coordinates were scaled from a topographic map and have
 PN0196.an estimated accuracy of +/- 6 seconds.
 PN0196
 PN0196.The orthometric height was determined by differential leveling
 PN0196.and adjusted by the National Geodetic Survey in May 2003..
 PN0196
 PN0196.The geoid height was determined by GEOID03.
 PN0196
 PN0196.The dynamic height is computed by dividing the NAVD 88
 PN0196.geopotential number by the normal gravity value computed on the
 PN0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0196.degrees latitude (g = 980.6199 gals.).
 PN0196
 PN0196.The modeled gravity was interpolated from observed gravity values.
 PN0196
 PN0196;                    North         East    Units  Estimated Accuracy
 PN0196;SPC WI S     -   237,210.      747,340.      MT  (+/- 180 meters Scaled)
 PN0196
 PN0196                          SUPERSEDED SURVEY CONTROL
 PN0196
 PN0196  NAVD 88 (06/15/91)  263.352  (m)          864.01   (f) UNKNOWN     2 0
 PN0196  NGVD 29 (??/??/92)  263.359  (m)          864.04   (f) ADJ UNCH    2 0
 PN0196
 PN0196.Superseded values are not recommended for survey control.
 PN0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0196.See file dsdata.txt to determine how the superseded data were derived.
 PN0196
 PN0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP072859(NAD 83)
 PN0196_MARKER: DB = BENCH MARK DISK
 PN0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0196_STAMPING: M 91 1934
 PN0196_MARK LOGO: CGS   
 PN0196_PROJECTION: PROJECTING 10 CENTIMETERS
 PN0196_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0196+STABILITY: SURFACE MOTION
 PN0196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0196+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2005
 PN0196
 PN0196  HISTORY     - Date     Condition        Report By
 PN0196  HISTORY     - 1934     MONUMENTED       CGS
 PN0196  HISTORY     - 19950429 GOOD             USPSQD
 PN0196  HISTORY     - 2001     GOOD             WIDT
 PN0196  HISTORY     - 20030630 GOOD             USPSQD
 PN0196  HISTORY     - 20050817 GOOD             WIDT
 PN0196
 PN0196                          STATION DESCRIPTION
 PN0196
 PN0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0196'1.2 MI S FROM HILBERT.
 PN0196'1.2 MILES SOUTH OF HILBERT STATE BANK AT ALONG THE CHICAGO,
 PN0196'MILWAUKEE, ST PAUL AND PACIFIC RAILROAD 180 FEET SOUTH OF PUBLIC
 PN0196'CROSSING, AT SECOND POLE.  SET IN POST, AT RAIL LEVEL, 4 FEET
 PN0196'NORTH OF POLE, 12 FEET WEST OF SNOW FENCE AND 38 FEET EAST OF
 PN0196'CENTERLINE OF TRACK.
 PN0196
 PN0196                          STATION RECOVERY (1995)
 PN0196
 PN0196'RECOVERY NOTE BY US POWER SQUADRON 1995
 PN0196'RECOVERED IN GOOD CONDITION.
 PN0196
 PN0196                          STATION RECOVERY (2001)
 PN0196
 PN0196'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PN0196'THE STATION IS LOCATED ABOUT 39 KM WEST OF MANITOWOC, 10 KM NORTH OF
 PN0196'CHILTON, AND 2 KM SOUTH OF HILBERT. OWNERSHIP--WISCONSIN CENTRAL
 PN0196'LIMITED RAILROAD.  TO REACH THE STATION FROM THE NORTH JUNCTION OF US
 PN0196'HIGHWAY 151 WITH STATE HIGHWAY 32 AND STATE HIGHWAY 57 IN THE CITY OF
 PN0196'CHILTON, GO NORTH ON STATE HIGHWAY 32 AND STATE HIGHWAY 57 FOR 10.3
 PN0196'KM TO COUNTY HIGHWAY PP, TURN RIGHT AND GO EAST ON COUNTY HIGHWAY PP
 PN0196'FOR 0.3 KM TO A RAILROAD CROSSING AND THE STATION ON THE RIGHT.  THE
 PN0196'STATION IS A BRONZE US COAST AND GEODETIC SURVEY BENCHMARK DISK SET
 PN0196'IN THE TOP OF A 24-CM SQUARE CONCRETE POST AND ABOUT LEVEL WITH THE
 PN0196'HIGHWAY PAVEMENT.  THE STATION IS 56 M SOUTH OF THE CENTERLINE OF
 PN0196'COUNTY HIGHWAY PP, 42.1 M SOUTH OF POWER POLE --5 35--, 40.4 M
 PN0196'SOUTH-SOUTHEAST OF RAILROAD SIGNAL BOX --WCL MP 168.71 STH 114--,
 PN0196'10.5 M EAST OF THE EAST RAIL, AND 1.0 M NORTHWEST OF AN ORANGE
 PN0196'FIBERGLASS WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 PN0196'OBSTRUCTIONS EXTENDING HIGHER THAN 10 DEGREES ABOVE THE HORIZON.
 PN0196
 PN0196                          STATION RECOVERY (2003)
 PN0196
 PN0196'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0196'RECOVERED IN GOOD CONDITION.
 PN0196
 PN0196                          STATION RECOVERY (2005)
 PN0196
 PN0196'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PN0196'RECOVERED IN GOOD CONDITION.  ADD-- THE MONUMENT IS 16 CM ABOVE GROUND
 PN0196'LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0177 ***********************************************************************
 PN0177  DESIGNATION -  M 92
 PN0177  PID         -  PN0177
 PN0177  STATE/COUNTY-  WI/CALUMET
 PN0177  USGS QUAD   -  SHERWOOD (1992)
 PN0177
 PN0177                         *CURRENT SURVEY CONTROL
 PN0177  ___________________________________________________________________
 PN0177* NAD 83(1986)-  44 11 56.     (N)    088 20 00.     (W)     SCALED    
 PN0177* NAVD 88     -       241.749  (meters)     793.14   (feet)  ADJUSTED  
 PN0177  ___________________________________________________________________
 PN0177  GEOID HEIGHT-         -36.21  (meters)                     GEOID03
 PN0177  DYNAMIC HT  -         241.707 (meters)     793.00  (feet)  COMP
 PN0177  MODELED GRAV-     980,439.3   (mgal)                       NAVD 88
 PN0177
 PN0177  VERT ORDER  -  SECOND    CLASS 0
 PN0177
 PN0177.The horizontal coordinates were scaled from a topographic map and have
 PN0177.an estimated accuracy of +/- 6 seconds.
 PN0177
 PN0177.The orthometric height was determined by differential leveling
 PN0177.and adjusted by the National Geodetic Survey in June 1991..
 PN0177
 PN0177.The geoid height was determined by GEOID03.
 PN0177
 PN0177.The dynamic height is computed by dividing the NAVD 88
 PN0177.geopotential number by the normal gravity value computed on the
 PN0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0177.degrees latitude (g = 980.6199 gals.).
 PN0177
 PN0177.The modeled gravity was interpolated from observed gravity values.
 PN0177
 PN0177;                    North         East    Units  Estimated Accuracy
 PN0177;SPC WI S     -   245,620.      733,230.      MT  (+/- 180 meters Scaled)
 PN0177
 PN0177                          SUPERSEDED SURVEY CONTROL
 PN0177
 PN0177  NGVD 29 (??/??/92)  241.772  (m)          793.21   (f) ADJ UNCH    2 0
 PN0177
 PN0177.Superseded values are not recommended for survey control.
 PN0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0177.See file dsdata.txt to determine how the superseded data were derived.
 PN0177
 PN0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP934948(NAD 83)
 PN0177_MARKER: DB = BENCH MARK DISK
 PN0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0177_STAMPING: M-92 1934
 PN0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0177+STABILITY: SURFACE MOTION
 PN0177
 PN0177  HISTORY     - Date     Condition        Report By
 PN0177  HISTORY     - 1934     MONUMENTED       CGS
 PN0177  HISTORY     - 1978     MARK NOT FOUND   ALSTER
 PN0177
 PN0177                          STATION DESCRIPTION
 PN0177
 PN0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0177'4.3 MI W FROM SHERWOOD.
 PN0177'4.3 MILES WEST OF DEPOT AT ALONG THE MINNEAPOLIS, ST PAUL AND
 PN0177'SOO STE MARIE RAILROAD (TRACK OWNED BY C M ST P AND P RWY) AT
 PN0177'PUBLIC CROSSING.  SET IN POST, 2 FEET BELOW RAIL TOP, 2 FEET
 PN0177'EAST OF END CROSS FENCE, 21 FEET WEST OF CENTERLINE OF ROAD
 PN0177'AND 48 FEET SOUTH OF CENTERLINE OF TRACK.
 PN0177
 PN0177                          STATION RECOVERY (1978)
 PN0177
 PN0177'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1978
 PN0177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0254 ***********************************************************************
 PN0254  DESIGNATION -  M 93
 PN0254  PID         -  PN0254
 PN0254  STATE/COUNTY-  WI/WAUPACA
 PN0254  USGS QUAD   -  WEYAUWEGA (1982)
 PN0254
 PN0254                         *CURRENT SURVEY CONTROL
 PN0254  ___________________________________________________________________
 PN0254* NAD 83(1986)-  44 20 33.     (N)    088 59 46.     (W)     SCALED    
 PN0254* NAVD 88     -       247.231  (meters)     811.12   (feet)  ADJUSTED  
 PN0254  ___________________________________________________________________
 PN0254  GEOID HEIGHT-         -36.38  (meters)                     GEOID03
 PN0254  DYNAMIC HT  -         247.189 (meters)     810.99  (feet)  COMP
 PN0254  MODELED GRAV-     980,439.6   (mgal)                       NAVD 88
 PN0254
 PN0254  VERT ORDER  -  SECOND    CLASS I
 PN0254
 PN0254.The horizontal coordinates were scaled from a topographic map and have
 PN0254.an estimated accuracy of +/- 6 seconds.
 PN0254
 PN0254.The orthometric height was determined by differential leveling
 PN0254.and adjusted by the National Geodetic Survey in May 2003..
 PN0254
 PN0254.The geoid height was determined by GEOID03.
 PN0254
 PN0254.The dynamic height is computed by dividing the NAVD 88
 PN0254.geopotential number by the normal gravity value computed on the
 PN0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0254.degrees latitude (g = 980.6199 gals.).
 PN0254
 PN0254.The modeled gravity was interpolated from observed gravity values.
 PN0254
 PN0254;                    North         East    Units  Estimated Accuracy
 PN0254;SPC WI C     -    57,070.      680,050.      MT  (+/- 180 meters Scaled)
 PN0254
 PN0254                          SUPERSEDED SURVEY CONTROL
 PN0254
 PN0254  NAVD 88 (06/15/91)  247.198  (m)          811.02   (f) UNKNOWN     1 2
 PN0254  NGVD 29 (??/??/92)  247.211  (m)          811.06   (f) ADJ UNCH    1 2
 PN0254
 PN0254.Superseded values are not recommended for survey control.
 PN0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0254.See file dsdata.txt to determine how the superseded data were derived.
 PN0254
 PN0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ408118(NAD 83)
 PN0254_MARKER: DB = BENCH MARK DISK
 PN0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0254_STAMPING: M 93 1934
 PN0254_MARK LOGO: WIDT  
 PN0254_PROJECTION: PROJECTING 20 CENTIMETERS
 PN0254_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0254+STABILITY: SURFACE MOTION
 PN0254_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0254+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 PN0254
 PN0254  HISTORY     - Date     Condition        Report By
 PN0254  HISTORY     - 1934     MONUMENTED       CGS
 PN0254  HISTORY     - 1943     GOOD             SOORR
 PN0254  HISTORY     - 1985     GOOD             NGS
 PN0254  HISTORY     - 20000728 GOOD             WIDT
 PN0254  HISTORY     - 20030702 GOOD             USPSQD
 PN0254  HISTORY     - 20050622 GOOD             WIDT
 PN0254
 PN0254                          STATION DESCRIPTION
 PN0254
 PN0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0254'4.8 MI E FROM WAUPACA.
 PN0254'4.8 MILES EAST OF CITY JAIL AT ALONG THE MINNEAPOLIS, ST PAUL
 PN0254'AND SAULT STE MARIE RAILROAD OPPOSITE POLE, 21 POLES EAST OF
 PN0254'MILEPOLE 217.  SET IN POST, 45 FEET SOUTH OF CENTERLINE OF THE
 PN0254'TRACKS AND 3 FEET NORTHEAST OF FENCE JUNCTION.
 PN0254
 PN0254                          STATION RECOVERY (1943)
 PN0254
 PN0254'RECOVERY NOTE BY SOO LINE RAILROAD 1943
 PN0254'RECOVERED IN GOOD CONDITION.
 PN0254
 PN0254                          STATION RECOVERY (1985)
 PN0254
 PN0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0254'RECOVERED IN GOOD CONDITION.
 PN0254
 PN0254                          STATION RECOVERY (2000)
 PN0254
 PN0254'RECOVERY NOTE BY WI DEPT OF TRANSP 2000 (DJH)
 PN0254'THE STATION IS LOCATED ABOUT 47 KM WEST OF APPLETON, 7 KM
 PN0254'EAST-SOUTHEAST OF WAUPACA AND 5 KM NORTHWEST OF WEYAUWEGA.
 PN0254'OWNERSHIP--TOWN OF WAUPACA.  TO REACH THE STATION FROM THE JUNCTION
 PN0254'OF US HIGHWAY 10 WITH STATE HIGHWAY 22 AND STATE HIGHWAY 54 ABOUT 2
 PN0254'KM SOUTH OF THE CITY OF WAUPACA, GO EAST ON US HIGHWAY 10 FOR 5.8 KM
 PN0254'TO HARRINGTON ROAD ON THE LEFT, TURN LEFT AND GO NORTH ON HARRINGTON
 PN0254'ROAD FOR 1.7 KM TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 PN0254'US COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP OF A
 PN0254'24-CM SQUARE CONCRETE POST AND ABOUT LEVEL WITH THE ROAD PAVEMENT.
 PN0254'THE STATION IS 20.0 M EAST OF THE CENTERLINE OF HARRINGTON ROAD, 31.3
 PN0254'M WEST-SOUTHWEST OF THE RAILROAD WARNING LIGHT --2164--, 14.3 M SOUTH
 PN0254'OF THE SOUTH RAIL OF THE RAILROAD TRACKS, AND 0.4 M WEST OF AN ORANGE
 PN0254'FIBERGLASS WITNESS POST.  ---NOTE---THIS STATION HAS VISIBLE
 PN0254'OBSTRUCTIONS (TREES) IN ALL QUADRANTS EXTENDING HIGHER THAN 25
 PN0254'DEGREES ABOVE THE HORIZON.
 PN0254
 PN0254                          STATION RECOVERY (2003)
 PN0254
 PN0254'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0254'RECOVERED IN GOOD CONDITION.  NOTE-- THE RAILROAD WARNING LIGHT HAS
 PN0254'BEEN REMOVED BUT THE CONCRETE BASE REMAINS.  THE STATION PROJECTS 7
 PN0254'INCHES ABOVE GROUND LEVEL.
 PN0254
 PN0254                          STATION RECOVERY (2005)
 PN0254
 PN0254'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PN0254'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS-- FROM THE
 PN0254'JUNCTION OF US HIGHWAY 10 AND HARRINGTON ROAD, GO NORTH ON HARRINGTON
 PN0254'ROAD FOR 1.0 MILE TO THE CURVE TO THE NORTHWEST AND GRAVEL ACCESS TO
 PN0254'THE RAILROAD TRACKS STRAIGHT AHEAD AT --N2864--.  PACK SOUTHEAST ALONG
 PN0254'THE RAILROAD TRACKS FOR ABOUT 35 M FROM A STAINLESS STEEL BOX LABELED
 PN0254'--WEYAUWEGA CN CM216.40 HBD-- TO THE STATION ON THE RIGHT AMONGST
 PN0254'TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0320 ***********************************************************************
 OM0320  DESIGNATION -  M 95
 OM0320  PID         -  OM0320
 OM0320  STATE/COUNTY-  WI/MARQUETTE
 OM0320  USGS QUAD   -  PACKWAUKEE (1984)
 OM0320
 OM0320                         *CURRENT SURVEY CONTROL
 OM0320  ___________________________________________________________________
 OM0320* NAD 83(1986)-  43 45 03.     (N)    089 29 05.     (W)     SCALED    
 OM0320* NAVD 88     -       243.890  (meters)     800.16   (feet)  ADJUSTED  
 OM0320  ___________________________________________________________________
 OM0320  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 OM0320  DYNAMIC HT  -         243.834 (meters)     799.98  (feet)  COMP
 OM0320  MODELED GRAV-     980,383.6   (mgal)                       NAVD 88
 OM0320
 OM0320  VERT ORDER  -  SECOND    CLASS 0
 OM0320
 OM0320.The horizontal coordinates were scaled from a topographic map and have
 OM0320.an estimated accuracy of +/- 6 seconds.
 OM0320
 OM0320.The orthometric height was determined by differential leveling
 OM0320.and adjusted by the National Geodetic Survey in June 1991..
 OM0320
 OM0320.The geoid height was determined by GEOID03.
 OM0320
 OM0320.The dynamic height is computed by dividing the NAVD 88
 OM0320.geopotential number by the normal gravity value computed on the
 OM0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0320.degrees latitude (g = 980.6199 gals.).
 OM0320
 OM0320.The modeled gravity was interpolated from observed gravity values.
 OM0320
 OM0320;                    North         East    Units  Estimated Accuracy
 OM0320;SPC WI S     -   194,630.      641,500.      MT  (+/- 180 meters Scaled)
 OM0320
 OM0320                          SUPERSEDED SURVEY CONTROL
 OM0320
 OM0320  NGVD 29 (??/??/92)  243.921  (m)          800.26   (f) ADJ UNCH    2 0
 OM0320
 OM0320.Superseded values are not recommended for survey control.
 OM0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0320.See file dsdata.txt to determine how the superseded data were derived.
 OM0320
 OM0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP999472(NAD 83)
 OM0320_MARKER: DB = BENCH MARK DISK
 OM0320_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OM0320_SP_SET: BRIDGE
 OM0320_STAMPING: M 95 1934
 OM0320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0320
 OM0320  HISTORY     - Date     Condition        Report By
 OM0320  HISTORY     - 1934     MONUMENTED       CGS
 OM0320  HISTORY     - 1943     GOOD             NGS
 OM0320
 OM0320                          STATION DESCRIPTION
 OM0320
 OM0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OM0320'0.3 MI NW FROM BUFFALO.
 OM0320'0.3 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OM0320'FROM THE STATION AT BUFFALO, MARQUETTE COUNTY, 10 POLES NORTHWEST
 OM0320'OF THE STATION, AT BRIDGE 2656 1/2 THE OVERPASS OF U.S. HIGHWAY
 OM0320'51, IN THE TOP OF THE SOUTHWEST WING WALL AT THE SOUTHEAST END
 OM0320'OF THE BRIDGE, 5 1/2 FEET SOUTHWEST OF THE CENTERLINE OF THE
 OM0320'TRACK, AND LEVEL WITH THE BOTTOM OF THE RAIL.  A STANDARD DISK,
 OM0320'STAMPED M 95 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0472 ***********************************************************************
 PN0472  DESIGNATION -  M 96
 PN0472  PID         -  PN0472
 PN0472  STATE/COUNTY-  WI/WOOD
 PN0472  USGS QUAD   -  WISCONSIN RAPIDS SOUTH (1984)
 PN0472
 PN0472                         *CURRENT SURVEY CONTROL
 PN0472  ___________________________________________________________________
 PN0472* NAD 83(1986)-  44 22 21.     (N)    089 47 11.     (W)     SCALED    
 PN0472* NAVD 88     -       313.149  (meters)    1027.39   (feet)  ADJUSTED  
 PN0472  ___________________________________________________________________
 PN0472  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 PN0472  DYNAMIC HT  -         313.092 (meters)    1027.20  (feet)  COMP
 PN0472  MODELED GRAV-     980,430.0   (mgal)                       NAVD 88
 PN0472
 PN0472  VERT ORDER  -  SECOND    CLASS 0
 PN0472
 PN0472.The horizontal coordinates were scaled from a topographic map and have
 PN0472.an estimated accuracy of +/- 6 seconds.
 PN0472
 PN0472.The orthometric height was determined by differential leveling
 PN0472.and adjusted by the National Geodetic Survey in June 1991..
 PN0472
 PN0472.The geoid height was determined by GEOID03.
 PN0472
 PN0472.The dynamic height is computed by dividing the NAVD 88
 PN0472.geopotential number by the normal gravity value computed on the
 PN0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0472.degrees latitude (g = 980.6199 gals.).
 PN0472
 PN0472.The modeled gravity was interpolated from observed gravity values.
 PN0472
 PN0472;                    North         East    Units  Estimated Accuracy
 PN0472;SPC WI C     -    59,930.      617,030.      MT  (+/- 180 meters Scaled)
 PN0472
 PN0472                          SUPERSEDED SURVEY CONTROL
 PN0472
 PN0472  NGVD 29 (??/??/92)  313.171  (m)         1027.46   (f) ADJ UNCH    2 0
 PN0472
 PN0472.Superseded values are not recommended for survey control.
 PN0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0472.See file dsdata.txt to determine how the superseded data were derived.
 PN0472
 PN0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ780170(NAD 83)
 PN0472_MARKER: DB = BENCH MARK DISK
 PN0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0472_STAMPING: M-96 1934
 PN0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0472+STABILITY: SURFACE MOTION
 PN0472
 PN0472  HISTORY     - Date     Condition        Report By
 PN0472  HISTORY     - 1934     MONUMENTED       CGS
 PN0472
 PN0472                          STATION DESCRIPTION
 PN0472
 PN0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0472'3.6 MI E FROM WISCONSIN RAPIDS.
 PN0472'3.6 MILES EAST OF DEPOT AT ALONG THE CHICAGO AND NORTHWESTERN
 PN0472'RAILROAD AT ROAD CROSSING, 3 POLES EAST OF BRIDGE 1143.  SET IN
 PN0472'POST, 60 FEET SOUTH OF CENTERLINE OF TRACKS, 34 FEET EAST OF
 PN0472'CENTERLINE OF THE ROAD AND 2 FEET SOUTHEAST OF FENCE CORNER.  ABOUT
 PN0472'1 FOOT BELOW LEVEL OF TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0425 ***********************************************************************
 PN0425  DESIGNATION -  M 97
 PN0425  PID         -  PN0425
 PN0425  STATE/COUNTY-  WI/WAUSHARA
 PN0425  USGS QUAD   -  WAUTOMA (1968)
 PN0425
 PN0425                         *CURRENT SURVEY CONTROL
 PN0425  ___________________________________________________________________
 PN0425* NAD 83(1986)-  44 04 32.     (N)    089 17 38.     (W)     SCALED    
 PN0425* NAVD 88     -       264.382  (meters)     867.39   (feet)  ADJUSTED  
 PN0425  ___________________________________________________________________
 PN0425  GEOID HEIGHT-         -36.15  (meters)                     GEOID03
 PN0425  DYNAMIC HT  -         264.327 (meters)     867.21  (feet)  COMP
 PN0425  MODELED GRAV-     980,402.7   (mgal)                       NAVD 88
 PN0425
 PN0425  VERT ORDER  -  SECOND    CLASS 0
 PN0425
 PN0425.The horizontal coordinates were scaled from a topographic map and have
 PN0425.an estimated accuracy of +/- 6 seconds.
 PN0425
 PN0425.The orthometric height was determined by differential leveling
 PN0425.and adjusted by the National Geodetic Survey in June 1991..
 PN0425
 PN0425.The geoid height was determined by GEOID03.
 PN0425
 PN0425.The dynamic height is computed by dividing the NAVD 88
 PN0425.geopotential number by the normal gravity value computed on the
 PN0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0425.degrees latitude (g = 980.6199 gals.).
 PN0425
 PN0425.The modeled gravity was interpolated from observed gravity values.
 PN0425
 PN0425;                    North         East    Units  Estimated Accuracy
 PN0425;SPC WI S     -   230,820.      656,560.      MT  (+/- 180 meters Scaled)
 PN0425
 PN0425                          SUPERSEDED SURVEY CONTROL
 PN0425
 PN0425  NGVD 29 (??/??/92)  264.406  (m)          867.47   (f) ADJ UNCH    2 0
 PN0425
 PN0425.Superseded values are not recommended for survey control.
 PN0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0425.See file dsdata.txt to determine how the superseded data were derived.
 PN0425
 PN0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP163828(NAD 83)
 PN0425_MARKER: DB = BENCH MARK DISK
 PN0425_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PN0425_SP_SET: WALL
 PN0425_STAMPING: M-97 1934
 PN0425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PN0425
 PN0425  HISTORY     - Date     Condition        Report By
 PN0425  HISTORY     - 1934     MONUMENTED       CGS
 PN0425  HISTORY     - 1952     MARK NOT FOUND   LOCENG
 PN0425
 PN0425                          STATION DESCRIPTION
 PN0425
 PN0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0425'AT WAUTOMA.
 PN0425'AT THE VILLAGE HALL.  SET VERTICALLY, 2 1/2 FEET HIGH ON THE
 PN0425'WEST SIDE OF ENTRANCE TO FIRE HOUSE.
 PN0425
 PN0425                          STATION RECOVERY (1952)
 PN0425
 PN0425'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1952
 PN0425'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0426 ***********************************************************************
 PN0426  DESIGNATION -  M 97 RESET 1952
 PN0426  PID         -  PN0426
 PN0426  STATE/COUNTY-  WI/WAUSHARA
 PN0426  USGS QUAD   -  WAUTOMA (1968)
 PN0426
 PN0426                         *CURRENT SURVEY CONTROL
 PN0426  ___________________________________________________________________
 PN0426* NAD 83(1986)-  44 04 32.     (N)    089 17 30.     (W)     SCALED    
 PN0426* NAVD 88     -       264.38   (+/-2cm)     867.4    (feet)  VERTCON   
 PN0426  ___________________________________________________________________
 PN0426  GEOID HEIGHT-         -36.16  (meters)                     GEOID03
 PN0426
 PN0426  VERT ORDER  -  THIRD (See Below)
 PN0426
 PN0426.The horizontal coordinates were scaled from a topographic map and have
 PN0426.an estimated accuracy of +/- 6 seconds.
 PN0426
 PN0426.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN0426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN0426.The vertical order pertains to the NGVD 29 superseded value.
 PN0426
 PN0426.The geoid height was determined by GEOID03.
 PN0426
 PN0426;                    North         East    Units  Estimated Accuracy
 PN0426;SPC WI S     -   230,820.      656,740.      MT  (+/- 180 meters Scaled)
 PN0426
 PN0426                          SUPERSEDED SURVEY CONTROL
 PN0426
 PN0426  NGVD 29 (09/01/04)  264.41   (m)          867.5    (f) RESET       3  
 PN0426
 PN0426.Superseded values are not recommended for survey control.
 PN0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0426.See file dsdata.txt to determine how the superseded data were derived.
 PN0426
 PN0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP164828(NAD 83)
 PN0426_MARKER: DB = BENCH MARK DISK
 PN0426_SETTING: 0 = UNSPECIFIED SETTING
 PN0426_STAMPING: M 97 RESET 1952
 PN0426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PN0426
 PN0426  HISTORY     - Date     Condition        Report By
 PN0426  HISTORY     - 1952     MONUMENTED       LOCENG
 PN0426  HISTORY     - 1952     GOOD             NGS
 PN0426  HISTORY     - 20011019 MARK NOT FOUND   USPSQD
 PN0426  HISTORY     - 20030619 MARK NOT FOUND   WIDT
 PN0426
 PN0426                          STATION DESCRIPTION
 PN0426
 PN0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 PN0426'AT WAUTOMA.
 PN0426'AT WAUTOMA, WAUSHARA COUNTY, AT THE BUILDING USED IN 1934 AS
 PN0426'THE VILLAGE HALL, IN THE WALL, AT THE WEST SIDE OF THE FORMER
 PN0426'FIRE-HOUSE ENTRANCE, AND ABOUT 2-1/2 FEET ABOVE GROUND.  A
 PN0426'STANDARD DISK, STAMPED M 97 RESET 1952 AND SET VERTICALLY.
 PN0426
 PN0426                          STATION RECOVERY (2001)
 PN0426
 PN0426'RECOVERY NOTE BY US POWER SQUADRON 2001 (WJP)
 PN0426'MARK NOT FOUND.
 PN0426
 PN0426                          STATION RECOVERY (2003)
 PN0426
 PN0426'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 PN0426'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0262 ***********************************************************************
 PN0262  DESIGNATION -  M 98
 PN0262  PID         -  PN0262
 PN0262  STATE/COUNTY-  WI/WAUSHARA
 PN0262  USGS QUAD   -  POY SIPPI (1983)
 PN0262
 PN0262                         *CURRENT SURVEY CONTROL
 PN0262  ___________________________________________________________________
 PN0262* NAD 83(1986)-  44 08 09.     (N)    088 59 45.     (W)     SCALED    
 PN0262* NAVD 88     -       237.135  (meters)     778.00   (feet)  ADJUSTED  
 PN0262  ___________________________________________________________________
 PN0262  GEOID HEIGHT-         -36.40  (meters)                     GEOID03
 PN0262  DYNAMIC HT  -         237.088 (meters)     777.85  (feet)  COMP
 PN0262  MODELED GRAV-     980,418.0   (mgal)                       NAVD 88
 PN0262
 PN0262  VERT ORDER  -  SECOND    CLASS 0
 PN0262
 PN0262.The horizontal coordinates were scaled from a topographic map and have
 PN0262.an estimated accuracy of +/- 6 seconds.
 PN0262
 PN0262.The orthometric height was determined by differential leveling
 PN0262.and adjusted by the National Geodetic Survey in June 1991..
 PN0262
 PN0262.The geoid height was determined by GEOID03.
 PN0262
 PN0262.The dynamic height is computed by dividing the NAVD 88
 PN0262.geopotential number by the normal gravity value computed on the
 PN0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0262.degrees latitude (g = 980.6199 gals.).
 PN0262
 PN0262.The modeled gravity was interpolated from observed gravity values.
 PN0262
 PN0262;                    North         East    Units  Estimated Accuracy
 PN0262;SPC WI S     -   237,760.      680,360.      MT  (+/- 180 meters Scaled)
 PN0262
 PN0262                          SUPERSEDED SURVEY CONTROL
 PN0262
 PN0262  NGVD 29 (??/??/92)  237.155  (m)          778.07   (f) ADJ UNCH    2 0
 PN0262
 PN0262.Superseded values are not recommended for survey control.
 PN0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0262.See file dsdata.txt to determine how the superseded data were derived.
 PN0262
 PN0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP403888(NAD 83)
 PN0262_MARKER: DB = BENCH MARK DISK
 PN0262_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PN0262_SP_SET: BRIDGE
 PN0262_STAMPING: M-98 1934
 PN0262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0262
 PN0262  HISTORY     - Date     Condition        Report By
 PN0262  HISTORY     - 1934     MONUMENTED       CGS
 PN0262  HISTORY     - 20040102 MARK NOT FOUND   USPSQD
 PN0262
 PN0262                          STATION DESCRIPTION
 PN0262
 PN0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0262'AT POY SIPPI.
 PN0262'AT POY SIPPI ALONG 49 HIWAY AT CONCRETE BRIDGE, ABOUT 150 FEET
 PN0262'NORTH OF LARGER BRIDGE.  AT THE SOUTH ENTRANCE TO TOWN.  SET ON
 PN0262'THE NORTH END OF THE WEST HEADWALL, ABOUT 12 INCHES ABOVE SURFACE
 PN0262'OF HIWAY.
 PN0262
 PN0262                          STATION RECOVERY (2004)
 PN0262
 PN0262'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0262'NOT FOUND.  NOTE-- A NEW BRIDGE WAS BUILT IN 1987.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7737 ***********************************************************************
 DE7737  DESIGNATION -  M 98 RESET
 DE7737  PID         -  DE7737
 DE7737  STATE/COUNTY-  WI/WAUSHARA
 DE7737  USGS QUAD   -  POY SIPPI (1983)
 DE7737
 DE7737                         *CURRENT SURVEY CONTROL
 DE7737  ___________________________________________________________________
 DE7737* NAD 83(1986)-  44 08 09.     (N)    088 59 45.     (W)     SCALED    
 DE7737* NAVD 88     -       237.321  (meters)     778.61   (feet)  ADJUSTED  
 DE7737  ___________________________________________________________________
 DE7737  GEOID HEIGHT-         -36.40  (meters)                     GEOID03
 DE7737  DYNAMIC HT  -         237.275 (meters)     778.46  (feet)  COMP
 DE7737  MODELED GRAV-     980,418.0   (mgal)                       NAVD 88
 DE7737
 DE7737  VERT ORDER  -  SECOND    CLASS I
 DE7737
 DE7737.The horizontal coordinates were scaled from a topographic map and have
 DE7737.an estimated accuracy of +/- 6 seconds.
 DE7737
 DE7737.The orthometric height was determined by differential leveling
 DE7737.and adjusted by the National Geodetic Survey in May 2003..
 DE7737
 DE7737.The geoid height was determined by GEOID03.
 DE7737
 DE7737.The dynamic height is computed by dividing the NAVD 88
 DE7737.geopotential number by the normal gravity value computed on the
 DE7737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7737.degrees latitude (g = 980.6199 gals.).
 DE7737
 DE7737.The modeled gravity was interpolated from observed gravity values.
 DE7737
 DE7737;                    North         East    Units  Estimated Accuracy
 DE7737;SPC WI S     -   237,760.      680,360.      MT  (+/- 180 meters Scaled)
 DE7737
 DE7737                          SUPERSEDED SURVEY CONTROL
 DE7737
 DE7737.No superseded survey control is available for this station.
 DE7737
 DE7737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP403888(NAD 83)
 DE7737_MARKER: DV = VERTICAL CONTROL DISK
 DE7737_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DE7737_SP_SET: BRIDGE PARAPET
 DE7737_STAMPING: M 98 RESET 1987
 DE7737_MARK LOGO: NGS   
 DE7737_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE7737_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7737_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE7737+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2006
 DE7737
 DE7737  HISTORY     - Date     Condition        Report By
 DE7737  HISTORY     - 1987     MONUMENTED       NGS
 DE7737  HISTORY     - 2001     GOOD             WIDT
 DE7737  HISTORY     - 2004     GOOD             WIDT
 DE7737  HISTORY     - 20040102 GOOD             USPSQD
 DE7737  HISTORY     - 20050607 GOOD             WIDT
 DE7737  HISTORY     - 20060818 GOOD             USPSQD
 DE7737
 DE7737                          STATION DESCRIPTION
 DE7737
 DE7737'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7737'THE STATION IS LOCATED ABOUT 40 KM NORTHWEST OF OSHKOSH, 19 KM NORTH
 DE7737'OF BERLIN AND 13 KM NORTHEAST OF REDGRANITE, IN THE COMMUNITY OF POY
 DE7737'SIPPI.    OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH
 DE7737'THE STATION FROM THE JUNCTION OF STATE HIGHWAY 21 WITH STATE HIGHWAY
 DE7737'49 ABOUT 8 KM NORTH OF THE CITY OF BERLIN, GO NORTH ON STATE HIGHWAY
 DE7737'49 FOR 10.9 KM TO STATE HIGHWAY 49 BRIDGE --B-69-27-87-- OVER THE
 DE7737'PINE RIVER IN THE COMMUNITY OF POY SIPPI AND THE STATION ON THE
 DE7737'RIGHT.    THE STATION IS A BRONZE NATIONAL GEODETIC SURVEY BENCH MARK
 DE7737'DISK SET IN THE TOP OF A BRIDGE PARAPET PROJECTING 0.9 M ABOVE THE
 DE7737'HIGHWAY PAVEMENT.  THE STATION IS 5.8 M EAST OF THE CENTERLINE OF
 DE7737'STATE HIGHWAY 49, 30.8 M SOUTHEAST OF UTILITY POLE --19-13-7.2,
 DE7737'0/13--, 22.6 M SOUTH OF UTILITY POLE--19-13-7.2 2/12--, AND 14 M
 DE7737'NORTH OF THE CENTERLINE OF PRIVATE ENTRANCE --N4338--.
 DE7737'---NOTE---THIS STATION HAS VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN
 DE7737'25 DEGREES ABOVE THE HORIZON IN ALL QUADRANTS EXCEPT THE
 DE7737'SOUTH-SOUTHWEST.
 DE7737
 DE7737                          STATION RECOVERY (2004)
 DE7737
 DE7737'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 DE7737'RECOVERED AS DESCRIBED.
 DE7737
 DE7737                          STATION RECOVERY (2004)
 DE7737
 DE7737'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DE7737'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION ON TOP OF THE PARAPET,
 DE7737'5 FEET NORTH OF THE SOUTHERN END OF THE EASTERN PARAPET OF THE
 DE7737'NORTHERNMOST OF TWO BRIDGES, DIRECTLY ABOVE THE BRIDGE NUMBER PLATE
 DE7737'--B-69-27-87-- WHICH IS ON THE INSIDE OF THE PARAPET.
 DE7737
 DE7737                          STATION RECOVERY (2005)
 DE7737
 DE7737'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7737'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.1 M NORTH OF A
 DE7737'WHITE PLASTIC WITNESS POST.
 DE7737
 DE7737                          STATION RECOVERY (2006)
 DE7737
 DE7737'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7737'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0545 ***********************************************************************
 OM0545  DESIGNATION -  M 99
 OM0545  PID         -  OM0545
 OM0545  STATE/COUNTY-  WI/MARQUETTE
 OM0545  USGS QUAD   -  WESTFIELD WEST (1981)
 OM0545
 OM0545                         *CURRENT SURVEY CONTROL
 OM0545  ___________________________________________________________________
 OM0545* NAD 83(1986)-  43 58 17.     (N)    089 30 15.     (W)     SCALED    
 OM0545* NAVD 88     -       287.970  (meters)     944.78   (feet)  ADJUSTED  
 OM0545  ___________________________________________________________________
 OM0545  GEOID HEIGHT-         -35.89  (meters)                     GEOID03
 OM0545  DYNAMIC HT  -         287.907 (meters)     944.57  (feet)  COMP
 OM0545  MODELED GRAV-     980,393.8   (mgal)                       NAVD 88
 OM0545
 OM0545  VERT ORDER  -  SECOND    CLASS 0
 OM0545
 OM0545.The horizontal coordinates were scaled from a topographic map and have
 OM0545.an estimated accuracy of +/- 6 seconds.
 OM0545
 OM0545.The orthometric height was determined by differential leveling
 OM0545.and adjusted by the National Geodetic Survey in June 1991..
 OM0545
 OM0545.The geoid height was determined by GEOID03.
 OM0545
 OM0545.The dynamic height is computed by dividing the NAVD 88
 OM0545.geopotential number by the normal gravity value computed on the
 OM0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0545.degrees latitude (g = 980.6199 gals.).
 OM0545
 OM0545.The modeled gravity was interpolated from observed gravity values.
 OM0545
 OM0545;                    North         East    Units  Estimated Accuracy
 OM0545;SPC WI S     -   219,130.      639,790.      MT  (+/- 180 meters Scaled)
 OM0545
 OM0545                          SUPERSEDED SURVEY CONTROL
 OM0545
 OM0545  NGVD 29 (??/??/92)  287.994  (m)          944.86   (f) ADJ UNCH    2 0
 OM0545
 OM0545.Superseded values are not recommended for survey control.
 OM0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0545.See file dsdata.txt to determine how the superseded data were derived.
 OM0545
 OM0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP991717(NAD 83)
 OM0545_MARKER: DB = BENCH MARK DISK
 OM0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0545_STAMPING: M-99 1934
 OM0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0545+STABILITY: SURFACE MOTION
 OM0545
 OM0545  HISTORY     - Date     Condition        Report By
 OM0545  HISTORY     - 1934     MONUMENTED       CGS
 OM0545  HISTORY     - 1961     MARK NOT FOUND   USGS
 OM0545  HISTORY     - 20030514 MARK NOT FOUND   WIDT
 OM0545
 OM0545                          STATION DESCRIPTION
 OM0545
 OM0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0545'4.7 MI S FROM COLOMA.
 OM0545'ALONG THE MINNEAPOLIS, ST PAUL AND SOO STE MARIE RAILROAD AT
 OM0545'ROAD CROSSING, 2 POLES SOUTH OF MILEPOLE 39.  SET IN POST, 30
 OM0545'FEET WEST OF CENTERLINE OF TRACKS, 26 FEET SOUTH OF CENTERLINE
 OM0545'OF ROAD AND ABOUT LEVEL WITH TRACKS.
 OM0545
 OM0545                          STATION RECOVERY (1961)
 OM0545
 OM0545'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 OM0545'MARK NOT FOUND.
 OM0545
 OM0545                          STATION RECOVERY (2003)
 OM0545
 OM0545'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 OM0545'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1123 ***********************************************************************
 OM1123  DESIGNATION -  MAASS
 OM1123  PID         -  OM1123
 OM1123  STATE/COUNTY-  WI/COLUMBIA
 OM1123  USGS QUAD   -  DURWARDS GLEN (1975)
 OM1123
 OM1123                         *CURRENT SURVEY CONTROL
 OM1123  ___________________________________________________________________
 OM1123* NAD 83(1991)-  43 29 49.52833(N)    089 34 02.42205(W)     ADJUSTED  
 OM1123* NAVD 88     -       371.     (meters)    1217.     (feet)  SCALED    
 OM1123  ___________________________________________________________________
 OM1123  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 OM1123  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 OM1123
 OM1123  HORZ ORDER  -  FIRST
 OM1123
 OM1123.The horizontal coordinates were established by classical geodetic methods
 OM1123.and adjusted by the National Geodetic Survey in November 1991..
 OM1123
 OM1123.The orthometric height was scaled from a topographic map.
 OM1123
 OM1123.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1123
 OM1123.The geoid height was determined by GEOID03.
 OM1123
 OM1123;                    North         East     Units Scale Factor Converg.
 OM1123;SPC WI S     -   166,403.572   634,991.359   MT  0.99993394   +0 17 50.2
 OM1123;SPC WI S     -   545,942.39  2,083,300.82   sFT  0.99993394   +0 17 50.2
 OM1123;UTM  16      - 4,819,220.409   292,431.452   MT  1.00013000   -1 46 04.0
 OM1123
 OM1123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1123!SPC WI S     -   0.99994737  x   0.99993394  =   0.99988131
 OM1123!UTM  16      -   0.99994737  x   1.00013000  =   1.00007736
 OM1123
 OM1123|---------------------------------------------------------------------|
 OM1123| PID    Reference Object                     Distance      Geod. Az  |
 OM1123|                                                           dddmmss.s |
 OM1123| CI9211 MAASS RM 1                           20.164 METERS 04017     |
 OM1123| OM1008 PORTAGE MUNICIPAL TANK              APPROX. 8.7 KM 0562808.5 |
 OM1123| OM1007 PORTAGE WEYENBERG SHOE CO STK       APPROX.10.1 KM 0570032.1 |
 OM1123| OM1003 PORTAGE WEYENBERG SHOE CO TK        APPROX.10.2 KM 0571111.2 |
 OM1123| OM1010 PORTAGE FIRE DEPARTMENT TOWER       APPROX. 9.8 KM 0600145.7 |
 OM1123| OM1006 PORTAGE COLUMBIA CO CTHSE DOME      APPROX. 9.9 KM 0602845.0 |
 OM1123| OM1001 PORTAGE ST MARYS CATH CH SPIRE      APPROX. 9.6 KM 0605227.4 |
 OM1123| OM1009 PORTAGE RADIO STA WPDR MAST         APPROX.11.3 KM 0720801.4 |
 OM1123| CI9212 MAASS RM 2                           17.330 METERS 12558     |
 OM1123| OM1126 WISCONSIN TEL CO KSA 806 MAST       APPROX. 8.2 KM 2112038.6 |
 OM1123| OM1134 ATT MICRO TWR 4 MI N MERRIMAC       APPROX. 9.9 KM 2213307.7 |
 OM1123| CI9210 MAASS AZ MK                                        2380342.5 |
 OM1123| OM1199 WISCONSIN DELLS N MUNICIPAL TK      APPROX.22.1 KM 3132509.5 |
 OM1123| OM1191 NEWPORT NORWEGIAN EVAN LUTH CH      APPROX.15.4 KM 3162355.8 |
 OM1123|---------------------------------------------------------------------|
 OM1123
 OM1123                          SUPERSEDED SURVEY CONTROL
 OM1123
 OM1123  NAD 83(1986)-  43 29 49.52118(N)    089 34 02.42782(W) AD(       ) 1
 OM1123  NAD 27      -  43 29 49.58600(N)    089 34 01.99000(W) AD(       ) 1
 OM1123
 OM1123.Superseded values are not recommended for survey control.
 OM1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1123.See file dsdata.txt to determine how the superseded data were derived.
 OM1123
 OM1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP9243119220(NAD 83)
 OM1123_MARKER: DS = TRIANGULATION STATION DISK
 OM1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1123
 OM1123  HISTORY     - Date     Condition        Report By
 OM1123  HISTORY     - 1935     MONUMENTED       CGS
 OM1123  HISTORY     - 1958     GOOD             CGS
 OM1123
 OM1123                          STATION DESCRIPTION
 OM1123
 OM1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 OM1123'THIS STATION IS IN SEC. 20 T 12 N R 8 E ABOUT 8 MILES AIRLINE
 OM1123'EAST OF BARABOO AND ABOUT 6.5 MILES SOUTHWEST OF PORTAGE,
 OM1123'AT SUMMIT OF HILL, IN WEST LINE OF RIGHT-OF-WAY OF A NARROW
 OM1123'GRAVELED ROAD, ABOUT 0.25 MILE WEST OF MR. HERMAN MAASSS FARM
 OM1123'BUILDINGS.  450 FEET SOUTH OF T INTERSECTION.  17 FEET WEST
 OM1123'OF CENTERLINE OF ROAD.  14 FEET NORTH OF A TELEPHONE POLE.
 OM1123'THE MARK PROJECTS 4 INCHES.
 OM1123'
 OM1123'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 OM1123'TABLETS SET IN CONCRETE.
 OM1123'
 OM1123'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, 2 FEET WEST
 OM1123'OF EAST RIGHT-OF-WAY FENCE LINE.  25 FEET EAST OF CENTERLINE
 OM1123'OF ROAD.  3 FEET SOUTHSOUTHWEST OF FENCE CORNER.  THE MARK
 OM1123'PROJECTS 2 INCHES.
 OM1123'
 OM1123'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION, 1 FOOT WEST
 OM1123'OF EAST RIGHT-OF-WAY FENCE LINE.  25 FEET EAST OF CENTERLINE
 OM1123'OF ROAD.  3 FEET NORTHWEST OF WISCONSIN POWER AND LIGHT CO.
 OM1123'POLE.  THE MARK PROJECTS 5 INCHES.
 OM1123'
 OM1123'THE AZIMUTH MARK IS SOUTHWEST OF THE STATION, ABOUT 100 FEET
 OM1123'NORTHEAST OF A LARGE RED BARN.  35 FEET NORTH OF CENTERLINE
 OM1123'OF A GRAVELED ROAD.  1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.
 OM1123'15 FEET NORTH OF FENCE CORNER.  THE MARK PROJECTS 4 INCHES.
 OM1123'
 OM1123'LIGHTS 100 FEET ABOVE STATION ISENBERG COME INTO VIEW 37
 OM1123'FEET ABOVE THIS STATION.
 OM1123'
 OM1123'LIGHTS 47 FEET ABOVE STATION MERRIMAC, 100 FEET ABOVE SHANNAHAN,
 OM1123'87 FEET ABOVE PORTAGE, AND 100 FEET ABOVE USGS MERIDIAN
 OM1123'DISTANT STONE ARE V.G. AT THIS STATION.
 OM1123'
 OM1123'TO REACH THE STATION FROM THE SQUARE IN BARABOO, GO EAST ON
 OM1123'HIGHWAY WIS. 33 FOR 4.5 MILES TO JUNCTION WITH COUNTY X,
 OM1123'TURN RIGHT ON X AND FOLLOW 0.2 MILE TO BRIDGE OVER THE BARABOO
 OM1123'RIVER.  AFTER CROSSING THE RIVER THE ROAD IS MARKED W, CONTINUE
 OM1123'EAST ON W FOR 2.9 MILES TO T ROAD, JOG NORTH 0.1 MILE TO WHERE
 OM1123'COUNTY W TURNS EAST, CONTINUE ON NORTH FOR 0.8 MILE TO T ROAD
 OM1123'JUST NORTH OF CEMETERY.  GO EAST ON GRAVEL ROAD 0.7 MILE TO
 OM1123'T ROAD NORTH.  GO NORTH ON THIS ROAD 0.3 MILE TO TOP OF HILL
 OM1123'AND STATION ON LEFT.
 OM1123
 OM1123                          STATION RECOVERY (1958)
 OM1123
 OM1123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1123'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 OM1123'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE GRAVELED
 OM1123'ROAD AT THE STATION IS ABANDONED AND IS COVERED IN GRASS AND
 OM1123'BUSHES.  THE DISTANCE TO THE T-INTERSECTION DID NOT CHECK.
 OM1123'THE TELEPHONE POLE IS NOT THERE.  THE PROPERTY OWNER HAS
 OM1123'CHANGED.
 OM1123'
 OM1123'THE DISTANCE TO REFERENCE MARK 1 CHECKED.  THE FENCE CORNER
 OM1123'IS NOT THERE.  THE REMAINING REFERENCE POINTS CHECKED.  A
 OM1123'DIFFERENCE OF 4 MINUTES AND 11 SECONDS WAS FOUND IN THE
 OM1123'DIRECTION TO REFERENCE MARK 1.
 OM1123'
 OM1123'THE DISTANCE TO REFERENCE MARK 2 CHECKED.  THE REFERENCE
 OM1123'POINT MEASUREMENTS CHECKED.  A DIFFERENCE OF 2 MINUTES AND 32
 OM1123'SECONDS WAS FOUND IN THE DIRECTION TO REFERENCE MARK 2.
 OM1123'
 OM1123'THE DISTANCE FROM THE STATION TO THE AZIMUTH MARK DID NOT
 OM1123'CHECK.  THE DISTANCE FROM THE LARGE RED BARN AND THE FENCE
 OM1123'CORNER DID NOT CHECK.  THE REMAINING REFERENCE POINT MEASUREMENTS
 OM1123'CHECKED.  A DIFFERENCE OF 6.4 SECONDS WAS FOUND IN THE DIRECTION
 OM1123'TO THE AZIMUTH MARK.
 OM1123'
 OM1123'A NEW DESCRIPTION AND TO REACH FOLLOWS--
 OM1123'
 OM1123'THE STATION IS ABOUT 8 MILES NORTHEAST OF BARABOO, ABOUT 6.5
 OM1123'MILES SOUTHWEST OF PORTAGE, IN SEC. T. 12 N., R. 8 E. AND
 OM1123'IS ON THE PROPERTY OF MR. LOUIS ULFERT WHO LIVES IN PORTAGE.
 OM1123'IT IS 6 INCHES EAST OF A WIRE FENCE, 59 FEET NORTHWEST OF A
 OM1123'POWER POLE, 17 FEET WEST OF THE CENTERLINE OF THE ABANDONED
 OM1123'ROAD AND 13 FEET SOUTH OF A WHITE WITNESS POST.  THE MONUMENT
 OM1123'IS FLUSH AND THE DISK IS STAMPED MAASS 1935.
 OM1123'
 OM1123'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 16,
 OM1123'STATE HIGHWAY 33 AND 78 IN PORTAGE, GO WEST AND SOUTHWEST
 OM1123'ON STATE HIGHWAY 33 AND 78 FOR 0.6 MILE TO THE BRIDGE OVER
 OM1123'THE WISCONSIN RIVER.  CONTINUE ON STATE HIGHWAY 33 AND 78
 OM1123'CROSSING THE BRIDGE AND GO SOUTHWEST FOR 0.95 MILE TO WHERE
 OM1123'HIGHWAY 78 TURNS SOUTH.  CONTINUE WESTERLY ON HIGHWAY 33
 OM1123'FOR 3.15 MILES TO COUNTY HIGHWAY W.  CONTINUE WESTERLY ON
 OM1123'HIGHWAY 33 FOR 0.15 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 OM1123'AND GO SOUTH AND WEST ON A GRAVELED ROAD FOR 1.1 MILES TO A
 OM1123'T-ROAD, AT THIS POINT THE GRAVELED ROAD IS GOING WEST.  TURN
 OM1123'LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 0.35 MILE TO
 OM1123'ANOTHER T-ROAD.  TURN RIGHT AND GO WEST ON A GRAVELED ROAD
 OM1123'FOR 0.2 MILE TO AN ABANDONED ROAD ON THE LEFT*.  TURN
 OM1123'LEFT AND GO SOUTH ON THE ABANDONED ROAD FOR 0.1 MILE TO
 OM1123'THE STATION ON THE RIGHT.
 OM1123'
 OM1123'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO WEST ON A
 OM1123'GRAVELED ROAD FOR 0.2 MILE TO WHERE THE ROAD TURNS LEFT.
 OM1123'TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 0.35 MILE TO A
 OM1123'T-ROAD.  TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR 0.2
 OM1123'MILE TO THE AZIMUTH MARK ON THE RIGHT.
 OM1123'
 OM1123'THE LIGHT SHOWN FROM THE TOP OF THE TOWER AT STATION SHANNAHAN
 OM1123'1935 WAS THE ONLY LIGHT TO BE SEEN FROM THE GROUND AT STATION
 OM1123'MAASS 1935.  THE OTHER STATIONS LISTED AS BEING SEEN FROM
 OM1123'THE GROUND IN 1935 WERE NOT SEEN AT THIS TIME.
 OM1123'
 OM1123'REFERENCE MARK 1 IS 2 FEET WEST OF A WIRE FENCE AND 25 FEET
 OM1123'EAST OF THE CENTERLINE OF THE ABANDONED ROAD.  THE MONUMENT
 OM1123'PROJECTS 2 INCHES AND THE DISK IS STAMPED MAASS NO 1 1935.
 OM1123'
 OM1123'REFERENCE MARK 2 IS 25 FEET EAST OF THE CENTERLINE OF THE
 OM1123'ABANDONED ROAD, 3 FEET NORTHWEST OF A POWER POLE AND 1 FOOT
 OM1123'WEST OF A WIRE FENCE.  THE MONUMENT PROJECTS 3 INCHES AND
 OM1123'THE DISK IS STAMPED MAASS NO 2 1935.
 OM1123'
 OM1123'THE AZIMUTH MARK IS 39 FEET NORTH OF THE CENTERLINE OF A
 OM1123'GRAVELED ROAD, 6 FEET NORTH OF A FENCE CORNER AND 2 FEET
 OM1123'SOUTH OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND
 OM1123'THE DISK IS A STANDARD USGS REFERENCE MARK DISK STAMPED
 OM1123'MAASS AZIMUTH 1935.
 OM1123'
 OM1123'NOTE--A SMALL AMOUNT OF CLEARING WILL HAVE TO BE DONE FOR
 OM1123'THE AZIMUTH MARK TO BE V.G. TO THE STATION.
 OM1123'
 OM1123'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1253 ***********************************************************************
 NH1253  DESIGNATION -  MABLE
 NH1253  PID         -  NH1253
 NH1253  STATE/COUNTY-  WI/WALWORTH
 NH1253  USGS QUAD   -  SHARON (1994)
 NH1253
 NH1253                         *CURRENT SURVEY CONTROL
 NH1253  ___________________________________________________________________
 NH1253* NAD 83(1991)-  42 37 14.04802(N)    088 44 32.17603(W)     ADJUSTED  
 NH1253* NAVD 88     -       271.15   (+/-2cm)     889.6    (feet)  VERTCON   
 NH1253  ___________________________________________________________________
 NH1253  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 NH1253  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 NH1253
 NH1253  HORZ ORDER  -  THIRD
 NH1253  VERT ORDER  -  THIRD ? (See Below)
 NH1253
 NH1253.The horizontal coordinates were established by classical geodetic methods
 NH1253.and adjusted by the National Geodetic Survey in November 1991..
 NH1253
 NH1253.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1253.The vertical order pertains to the NGVD 29 superseded value.
 NH1253
 NH1253.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1253
 NH1253.The geoid height was determined by GEOID03.
 NH1253
 NH1253;                    North         East     Units Scale Factor Converg.
 NH1253;SPC WI S     -    69,718.598   703,183.848   MT  1.00002464   +0 51 51.1
 NH1253;SPC WI S     -   228,735.10  2,307,029.01   sFT  1.00002464   +0 51 51.1
 NH1253;UTM  16      - 4,720,152.280   357,117.805   MT  0.99985117   -1 10 47.9
 NH1253
 NH1253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1253!SPC WI S     -   0.99996277  x   1.00002464  =   0.99998741
 NH1253!UTM  16      -   0.99996277  x   0.99985117  =   0.99981395
 NH1253
 NH1253:                Primary Azimuth Mark                     Grid Az
 NH1253:SPC WI S     -  DARIEN DEAN MILK CO STACK                130 47 51.5
 NH1253:UTM  16      -  DARIEN DEAN MILK CO STACK                132 50 30.5
 NH1253
 NH1253|---------------------------------------------------------------------|
 NH1253| PID    Reference Object                     Distance      Geod. Az  |
 NH1253|                                                           dddmmss.s |
 NH1253| NH1256 DARIEN DEAN MILK CO STACK           APPROX. 3.2 KM 1313942.6 |
 NH1253| CJ7903 VICTORY PP 1                        183.795 METERS 14155     |
 NH1253| NH1251 SHARON MUNICIPAL TANK               APPROX.13.0 KM 1764047.0 |
 NH1253| CI9214 MABLE RM 1                           25.092 METERS 19625     |
 NH1253| CI9215 MABLE RM 2                           26.730 METERS 34229     |
 NH1253| CI9213 MABLE AZ MK                                        3583204.3 |
 NH1253|---------------------------------------------------------------------|
 NH1253
 NH1253                          SUPERSEDED SURVEY CONTROL
 NH1253
 NH1253  NAD 83(1986)-  42 37 14.04426(N)    088 44 32.18032(W) AD(       ) 3
 NH1253  NAD 27      -  42 37 13.99420(N)    088 44 31.79960(W) AD(       ) 3
 NH1253  NGVD 29 (07/19/86)  271.22   (m)          889.8    (f) LEVELING    3  
 NH1253
 NH1253.Superseded values are not recommended for survey control.
 NH1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1253.See file dsdata.txt to determine how the superseded data were derived.
 NH1253
 NH1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5711820152(NAD 83)
 NH1253_MARKER: DS = TRIANGULATION STATION DISK
 NH1253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1253_STAMPING: MABLE 1957
 NH1253_MARK LOGO: CGS   
 NH1253_MAGNETIC: N = NO MAGNETIC MATERIAL
 NH1253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1253+STABILITY: SURFACE MOTION
 NH1253
 NH1253  HISTORY     - Date     Condition        Report By
 NH1253  HISTORY     - 1957     MONUMENTED       CGS
 NH1253  HISTORY     - 1972     GOOD             WIDT
 NH1253  HISTORY     - 1979     GOOD             NGS
 NH1253  HISTORY     - 19840510 GOOD             NGS
 NH1253  HISTORY     - 1988     GOOD             USPSQD
 NH1253
 NH1253                          STATION DESCRIPTION
 NH1253
 NH1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1253'THE STATION IS ABOUT 2.3 MILES NORTHWEST OF DARIEN AND ON THE
 NH1253'ROAD RIGHT-OF-WAY OF U.S. HIGHWAY 14.  IT IS 66 FEET WEST OF
 NH1253'THE CENTERLINE OF U.S. HIGHWAY 14, 217 FEET NORTH OF THE
 NH1253'CENTERLINE OF COUNTY HIGHWAY C, 603 FEET NORTHWEST OF THE
 NH1253'CENTER OF THE INTERSECTION OF HIGHWAY 14 AND HIGHWAY C, 26
 NH1253'FEET EAST OF A WIRE FENCE AND 4 FEET EAST OF A WHITE WITNESS
 NH1253'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MABLE
 NH1253'1957.
 NH1253'
 NH1253'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14
 NH1253'AND STATE HIGHWAY 15 IN DARIEN, GO NORTHWEST ON HIGHWAY 14
 NH1253'FOR 2.3 MILES TO THE STATION ON THE LEFT, WEST SIDE OF THE
 NH1253'HIGHWAY.
 NH1253'
 NH1253'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON HIGHWAY
 NH1253'14 FOR 0.55 MILES TO THE MARK ON THE LEFT.
 NH1253'
 NH1253'REFERENCE MARK 1 IS 133 FEET WEST OF THE CENTERLINE OF HIGHWAY
 NH1253'14, 79 FEET NORTH OF A FENCE CORNER, 1 FOOT EAST OF A FENCE
 NH1253'AND 87 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MONUMENT
 NH1253'IS FLUSH AND THE DISK IS STAMPED MABLE NO 1 1957.
 NH1253'
 NH1253'REFERENCE MARK 2 IS 80 FEET NORTHWEST OF A WHITE WITNESS POST,
 NH1253'63 FEET WEST OF THE CENTERLINE OF HIGHWAY 14, 17 FEET NORTH
 NH1253'OF A T-FENCE CORNER AND 1 FOOT EAST OF A FENCE.  THE MONUMENT
 NH1253'IS FLUSH AND THE DISK IS STAMPED MABLE NO 2 1957.
 NH1253'
 NH1253'THE AZIMUTH MARK IS 31 FEET WEST OF THE CENTERLINE OF HIGHWAY
 NH1253'14, 21 FEET EAST OF A WIRE FENCE, 19 FEET NORTHEAST OF A 26
 NH1253'INCH OAK TREE, 43 FEET SOUTH OF A 36 INCH OAK TREE AND AT THE
 NH1253'SOUTH END OF A ROAD SIDE PARK.  THE MONUMENT IS FLUSH AND THE
 NH1253'DISK IS STAMPED MABLE 1957.
 NH1253'
 NH1253'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NH1253
 NH1253                          STATION RECOVERY (1972)
 NH1253
 NH1253'RECOVERY NOTE BY WI DEPT OF TRANSP 1972 (DDT)
 NH1253'MABLE 1957-GOOD
 NH1253'
 NH1253'(AZ) MABLE 1957-GOOD
 NH1253'
 NH1253'I SET A STEEL POST WITH A STANDARD USC AND GS SIGN, 3 FEET
 NH1253'WEST OF STATION MABLE.
 NH1253
 NH1253                          STATION RECOVERY (1979)
 NH1253
 NH1253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 NH1253'STATION MARK, RM 1, 2 AND THE AZIMUTH MARK FOUND IN GOOD
 NH1253'CONDITION.  THE DIRECTION TO THE MARKS CHECKED.  THE DISTANCE TO THE
 NH1253'MARKS WERE REVERSED IN 1957, THE ABOVE ARE CORRECT.  THE DISTANCE
 NH1253'CHECKED.  THE 1957 DESCRIPTION IS ADEQUATE WITH THE ADDITION OF A
 NH1253'METAL WITNESS POST SET 3 FT W OF STATION, ONE SET 1 FT N OF RM 2 AND
 NH1253'ONE SET 1 FT N OF THE AZIMUTH MARK.  A NEW TOO REACH FOLLOWS.
 NH1253'
 NH1253'TOO REACH FROM THE JUNCTION OF U.S. HIGHWAY 14 AND STATE HIGHWAY 15
 NH1253'WHICH IS ABOUT 1 MILE NW OF DARIEN.  GO NW ON HIGHWAY 14 FOR 1.25
 NH1253'MILES TO WHERE HIGHWAY CURVES TO THE RIGHT AND COUNTY ROAD C STRAIGHT
 NH1253'AHEAD AND THE STATION ON LEFT IN GRASSY AREA, AND ON ROAD RIGHT OF
 NH1253'WAY.
 NH1253
 NH1253                          STATION RECOVERY (1984)
 NH1253
 NH1253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 NH1253'THE STATION MARK, RM 1 AND THE AZ MK WERE RECOVERED IN GOOD CONDITION,
 NH1253'BUT ARE ALL 4 INCHES BELOW GROUND SURFACE.  THE DIRECTION TO ALL MARKS
 NH1253'CHECKED THE OLD DATA.  AS WAS MENTIONED IN THE 1979 DESCRIPTION THAT
 NH1253'THE DISTANCE TO RM 1 AND 2 WERE REVERSED IN 1957 AND THIS IS CORRECT,
 NH1253'ALTHOUGH THE DISTANCE TO RM 2 WAS FOUND TO BE SHORTED BY 1 CM.  THE
 NH1253'DISTANCE TO RM 1 CHECKED THE 1979 DESCRIPTION.  THE DISTANCE WAS
 NH1253'MEASURED TO THE AZ MK FROM THE STATION AT THIS TIME.  THERE COULD BE
 NH1253'NO MEASUREMENT BETWEEN RMS DUE TO TREES ON LINE.  A NEW AND COMPLETE
 NH1253'DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ABOUT 2.3 MILES (3.7 KM)
 NH1253'NW OF DARIEN ALONG U.S HWY 14 RIGHT-OF-WAY.  TO REACH THE STATION FROM
 NH1253'THE JUNCTION OF U.S HWY 14 AND STATE HWY 15, ABOUT 1.0 MILE (1.6 KM)
 NH1253'NW OF DARIEN, GO NORTHWESTERLY ON HWY 14 FOR 1.15 MILES (1.85 KM) TO A
 NH1253'FORK OF COUNTY ROAD C WHICH GOES STRAIGHT AHEAD AND HWY 14 CURVES
 NH1253'AROUND TO RIGHT, NORTH.  CONTINUE AHEAD ON HWY 14 FOR 0.1 MILE (0.2
 NH1253'KM) TO STATION ON LEFT IN A GRASSY AREA AS DESCRIBED.
 NH1253' 
 NH1253'THE STATION IS A STANDARD CGS DISK STAMPED---MABLE 1957---, SET INTO
 NH1253'THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (35 CM) IN DIAMETER,
 NH1253'RECESSED 4 INCHES (12 CM) BELOW THE GROUND.  THE STATION IS LOCATED
 NH1253'220.0 FT (67.1 M) N FROM THE CENTERLINE OF COUNTY ROAD C, 66.0 FT
 NH1253'(20.1 M) W FROM THE CENTERLINE OF U.S HWY 14, 27.0 FT (8.2 M) ENE FROM
 NH1253'A 26 INCH WILD CHERRY TREE AND 3.0 FT (0.9 M) E FROM A METAL WITNESS
 NH1253'POST.  RM NO 1, IS A STANDARD NGS DISK STAMPED---MABLE NO 1 1957---,
 NH1253'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (35 CM) IN
 NH1253'DIAMETER, RECESSED 4 INCHES BELOW THE GROUND.  THE STATION IS LOCATED
 NH1253'118.0 FT (36.0 M) N FROM THE CENTERLINE OF COUNTY ROAD C, 121.0 FT
 NH1253'(36.9 M) W FROM THE CENTERLINE OF HWY 14, 14.5 FT (4.4 M) S FROM A 12
 NH1253'INCH WILD CHERRY TREE AND 1.0 FT (0.3 M) E FROM A WITNESS POST, AND
 NH1253'1.5 FT (0.5 M) HIGHER THAN THE STATION.  RM NO 2, IS A STANDARD CGS
 NH1253'DISK STAMPED---MABLE NO 2 1957---, SET INTO THE TOP OF A SQUARE
 NH1253'CONCRETE MONUMENT 12 INCHES (35 CM) IN DIAMETER, FLUSH WITH GROUND.
 NH1253'THE STATION IS LOCATED 65.0 FT (19.8 M) W FROM THE CENTERLINE OF HWY
 NH1253'14, 4.5 FT (1.4 M) E FROM THE E EDGE FO A CULTIVATED FIELD AND 1.0 FT
 NH1253'(0.3 M) S FROM A METAL WITNESS POST, AND LEVEL WITH THE STATION. AZ MK
 NH1253'NO 1, IS A STANDARD CGS DISK STAMPED---MABLE 1957---, SET INTO THE TOP
 NH1253'OF A SQUARE CONCRETE MONUMENT 12 INCHES (35 CM) IN DIAMETER, RECESSED
 NH1253'4 INCHES (12 CM) BELOW THE GROUND.  THE STATION IS LOCATED 32.0 FT
 NH1253'(9.8 M) W FROM A CENTERLINE OF HWY 14, 43.0 FT (13.1 M) S FROM A 36
 NH1253'INCH OAK TREE, 12.0 FT (3.7 M) N FROM A FIELD ENTRANCE AND 1.5 FT (0.5
 NH1253'M) E FROM A METAL WITNESS POST.  TO REACH THE AZ MK FROM THE STATION
 NH1253'CONTINUE N ON HWY 14 FOR 0.6 MILES (1.0 KM) TO MARK ON LEFT AS
 NH1253'DESCRIBED.
 NH1253
 NH1253                          STATION RECOVERY (1988)
 NH1253
 NH1253'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBL)
 NH1253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0006 ***********************************************************************
 QN0006  DESIGNATION -  MACK
 QN0006  PID         -  QN0006
 QN0006  STATE/COUNTY-  WI/PRICE
 QN0006  USGS QUAD   -  PRENTICE (1984)
 QN0006
 QN0006                         *CURRENT SURVEY CONTROL
 QN0006  ___________________________________________________________________
 QN0006* NAD 83(1991)-  45 32 01.93492(N)    090 21 23.95052(W)     ADJUSTED  
 QN0006* NAVD 88     -       456.426  (meters)    1497.46   (feet)  ADJUSTED  
 QN0006  ___________________________________________________________________
 QN0006  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 QN0006  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 QN0006  DYNAMIC HT  -         456.407 (meters)    1497.40  (feet)  COMP
 QN0006  MODELED GRAV-     980,560.2   (mgal)                       NAVD 88
 QN0006
 QN0006  HORZ ORDER  -  FIRST
 QN0006  VERT ORDER  -  FIRST     CLASS II
 QN0006
 QN0006.The horizontal coordinates were established by classical geodetic methods
 QN0006.and adjusted by the National Geodetic Survey in November 1991..
 QN0006
 QN0006.The orthometric height was determined by differential leveling
 QN0006.and adjusted by the National Geodetic Survey in June 1991..
 QN0006.WARNING-Repeat measurements at this control monument indicate possible
 QN0006.vertical movement.
 QN0006
 QN0006.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0006
 QN0006.The geoid height was determined by GEOID03.
 QN0006
 QN0006.The dynamic height is computed by dividing the NAVD 88
 QN0006.geopotential number by the normal gravity value computed on the
 QN0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0006.degrees latitude (g = 980.6199 gals.).
 QN0006
 QN0006.The modeled gravity was interpolated from observed gravity values.
 QN0006
 QN0006;                    North         East     Units Scale Factor Converg.
 QN0006;SPC WI N     -    40,875.069   572,141.340   MT  1.00000611   -0 15 26.2
 QN0006;SPC WI N     -   134,104.29  1,877,100.38   sFT  1.00000611   -0 15 26.2
 QN0006;UTM  15      - 5,045,658.379   706,391.121   MT  1.00012375   +1 53 13.7
 QN0006
 QN0006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0006!SPC WI N     -   0.99993323  x   1.00000611  =   0.99993934
 QN0006!UTM  15      -   0.99993323  x   1.00012375  =   1.00005697
 QN0006
 QN0006:                Primary Azimuth Mark                     Grid Az
 QN0006:SPC WI N     -  LUKE                                     075 26 36.5
 QN0006:UTM  15      -  LUKE                                     073 17 56.6
 QN0006
 QN0006|---------------------------------------------------------------------|
 QN0006| PID    Reference Object                     Distance      Geod. Az  |
 QN0006|                                                           dddmmss.s |
 QN0006| QN0007 LUKE                                APPROX. 2.8 KM 0751110.3 |
 QN0006| CJ5690 MACK RM                              33.640 METERS 29739     |
 QN0006|---------------------------------------------------------------------|
 QN0006
 QN0006                          SUPERSEDED SURVEY CONTROL
 QN0006
 QN0006  NAD 83(1986)-  45 32 01.93043(N)    090 21 23.94496(W) AD(       ) 1
 QN0006  NAD 27      -  45 32 02.05400(N)    090 21 23.40800(W) AD(       ) 1
 QN0006  NGVD 29 (??/??/92)  456.332  (m)         1497.15   (f) ADJ UNCH    1 2
 QN0006
 QN0006.Superseded values are not recommended for survey control.
 QN0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0006.See file dsdata.txt to determine how the superseded data were derived.
 QN0006
 QN0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL0639145658(NAD 83)
 QN0006_MARKER: DS = TRIANGULATION STATION DISK
 QN0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0006_STAMPING: MACK 1921
 QN0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0006+STABILITY: SURFACE MOTION
 QN0006
 QN0006  HISTORY     - Date     Condition        Report By
 QN0006  HISTORY     - 1921     MONUMENTED       CGS
 QN0006  HISTORY     - 1921     GOOD             CGS
 QN0006  HISTORY     - 1934     GOOD             NGS
 QN0006  HISTORY     - 1952     POOR             CGS
 QN0006  HISTORY     - 1985     MARK NOT FOUND   NGS
 QN0006  HISTORY     - 20041007 MARK NOT FOUND   WIDT
 QN0006
 QN0006                          STATION DESCRIPTION
 QN0006
 QN0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0006'STATION IS ABOUT 3-5/8 MILES W OF PRENTICE ON THE S SIDE OF
 QN0006'THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY ON THE
 QN0006'EXTENSION OF THE N RAIL FROM THE E, AND OF THE N RAIL FROM THE
 QN0006'W OF THE SECOND CURVE W OF PRENTICE.  IT IS 50 METERS W OF
 QN0006'RAILROAD CULVERT 167 P.  IT IS 7.43 METERS (24.385 FEET)
 QN0006'S OF THE S RAIL.  REFERENCE MARK IS ON THE SAME SIDE OF
 QN0006'THE TRACK.
 QN0006'
 QN0006'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 QN0006'DISKS SET IN CONCRETE.
 QN0006
 QN0006                          STATION RECOVERY (1921)
 QN0006
 QN0006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921
 QN0006'3.6 MI W FROM PRENTICE.
 QN0006'3.6 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QN0006'MARIE RAILROAD FROM PRENTICE, PRICE COUNTY, AT THE SECOND
 QN0006'CURVE WEST OF PRENTICE, AT THE INTERSECTION OF THE LINES DEFINED
 QN0006'BY THE NORTH RAIL OF THE EAST TANGENT AND THE NORTH RAIL OF
 QN0006'THE WEST TANGENT, 55 YARDS WEST OF CULVERT 167 P, AND 24.4 FEET
 QN0006'SOUTH OF THE SOUTH RAIL.  A STANDARD TRIANGULATION-STATION
 QN0006'DISK, STAMPED MACK 1921 AND SET IN THE TOP OF A CONCRETE POST.
 QN0006
 QN0006                          STATION RECOVERY (1934)
 QN0006
 QN0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QN0006'RECOVERED IN GOOD CONDITION.
 QN0006
 QN0006                          STATION RECOVERY (1952)
 QN0006
 QN0006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QN0006'RECOVERED AS PREVIOUSLY DESCRIBED AND THE STATION MARK WAS
 QN0006'FOUND TO BE LOOSE IN THE GROUND AND IN A TILTED POSITION.
 QN0006'
 QN0006'THE REFERENCE MARK WAS RECOVERED AND WAS LOOSE IN THE GROUND.
 QN0006'IT PROJECTS ABOUT 14 INCHES ABOVE THE GROUND AND IS ON THE
 QN0006'N SIDE OF THE TRACK INSTEAD OF THE SAME AS THE STATION.  THE
 QN0006'DISTANCE GIVEN IS IN METERS.
 QN0006
 QN0006                          STATION RECOVERY (1985)
 QN0006
 QN0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QN0006'MARK NOT FOUND.
 QN0006
 QN0006                          STATION RECOVERY (2004)
 QN0006
 QN0006'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG9042 ***********************************************************************
 DG9042  DESIGNATION -  MACKEY
 DG9042  PID         -  DG9042
 DG9042  STATE/COUNTY-  WI/WASHBURN
 DG9042  USGS QUAD   -  POTATO LAKE (1971)
 DG9042
 DG9042                         *CURRENT SURVEY CONTROL
 DG9042  ___________________________________________________________________
 DG9042* NAD 83(1997)-  45 52 13.06264(N)    091 40 13.19301(W)     ADJUSTED  
 DG9042* NAVD 88     -       373.8    (meters)    1226.     (feet)  GPS OBS   
 DG9042  ___________________________________________________________________
 DG9042  X           -    -129,680.004 (meters)                     COMP
 DG9042  Y           -  -4,447,028.854 (meters)                     COMP
 DG9042  Z           -   4,555,468.524 (meters)                     COMP
 DG9042  LAPLACE CORR-          -5.28  (seconds)                    DEFLEC99
 DG9042  ELLIP HEIGHT-         344.67  (meters)          (01/24/05) GPS OBS
 DG9042  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 DG9042
 DG9042  HORZ ORDER  -  FIRST
 DG9042  ELLP ORDER  -  FOURTH    CLASS I
 DG9042
 DG9042.The horizontal coordinates were established by GPS observations
 DG9042.and adjusted by the WOOLPERT CONSULTANTS in January 2005..
 DG9042
 DG9042.The orthometric height was determined by GPS observations and a
 DG9042.high-resolution geoid model.
 DG9042
 DG9042.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9042
 DG9042.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9042
 DG9042.The ellipsoidal height was determined by GPS observations
 DG9042.and is referenced to NAD 83.
 DG9042
 DG9042.The geoid height was determined by GEOID03.
 DG9042
 DG9042;                    North         East     Units Scale Factor Converg.
 DG9042;SPC WI N     -    79,567.408   470,323.530   MT  0.99995876   -1 12 17.7
 DG9042;SPC WI N     -   261,047.40  1,543,053.11   sFT  0.99995876   -1 12 17.7
 DG9042;UTM  15      - 5,080,496.146   603,199.359   MT  0.99973093   +0 57 16.1
 DG9042
 DG9042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9042!SPC WI N     -   0.99994597  x   0.99995876  =   0.99990473
 DG9042!UTM  15      -   0.99994597  x   0.99973093  =   0.99967691
 DG9042
 DG9042                          SUPERSEDED SURVEY CONTROL
 DG9042
 DG9042.No superseded survey control is available for this station.
 DG9042
 DG9042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL0319980496(NAD 83)
 DG9042_MARKER: DD = SURVEY DISK
 DG9042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9042_STAMPING: MACKEY 3547 1999
 DG9042_MARK LOGO: WI-129
 DG9042_PROJECTION: FLUSH
 DG9042_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG9042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9042+STABILITY: SURFACE MOTION
 DG9042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9042+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2004
 DG9042
 DG9042  HISTORY     - Date     Condition        Report By
 DG9042  HISTORY     - UNK      MONUMENTED       WI-129
 DG9042  HISTORY     - 20041206 GOOD             WOOLPT
 DG9042
 DG9042                          STATION DESCRIPTION
 DG9042
 DG9042'DESCRIBED BY WOOLPERT CONSULTANTS 2004 (BJM)
 DG9042'THE STATION IS LOCATED APPROXIMATELY 8.1 MI (13 KM) EAST OF TREGO,
 DG9042'11.2 MI (18 KM) NORTHEAST OF SPOONER, AND 6.8 MI (11 KM) WEST OF STONE
 DG9042'LAKE.
 DG9042' 
 DG9042'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD A AND STATE
 DG9042'HIGHWAY 70, GO WEST ON COUNTY ROAD A FOR 6.0 MI (9.6 KM) TO COUNTY
 DG9042'ROAD M. CONTINUE WEST ON COUNTY ROAD A/M FOR 0.2 MI (0.3 KM) TO THE
 DG9042'STATION ON THE RIGHT. THE STATION IS A 4-INCH DIAMETER BRASS CAP
 DG9042'STAMPED --MACKEY 3547 1999-- SET IN THE TOP OF AN 18-INCH DIAMETER
 DG9042'CONCRETE MONUMENT AND FLUSH WITH GROUND.
 DG9042' 
 DG9042'THE STATION IS 44.0 FT (13.4 M) NORTH OF THE CENTERLINE OF COUNTY ROAD
 DG9042'A/M, 3.5 FT (1.1 M) NORTHEAST AND 4.0 FT (1.2 M) NORTHWEST OF 2 STEEL
 DG9042'T-POSTS WITH A COUNTY SURVEYOR SURVEY MARKER PLAQUE ATTACHED TO THEM,
 DG9042'93.0 FT (28.3 M) NORTHWEST OF THE EAST GATE POST TO A FIELD ENTRANCE,
 DG9042'100.0 FT (30.5 M) NORTHEAST OF A POWER POLE, AND 25.0 FT (7.6 M) EAST
 DG9042'OF A FIELD ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5602 ***********************************************************************
 DH5602  DESIGNATION -  MACKFORD WEST GPS
 DH5602  PID         -  DH5602
 DH5602  STATE/COUNTY-  WI/GREEN LAKE
 DH5602  USGS QUAD   -  MARKESAN (1980)
 DH5602
 DH5602                         *CURRENT SURVEY CONTROL
 DH5602  ___________________________________________________________________
 DH5602* NAD 83(1997)-  43 39 44.85020(N)    088 58 03.16261(W)     ADJUSTED  
 DH5602* NAVD 88     -                                                        
 DH5602  ___________________________________________________________________
 DH5602  X           -      83,276.381 (meters)                     COMP
 DH5602  Y           -  -4,620,898.235 (meters)                     COMP
 DH5602  Z           -   4,381,227.318 (meters)                     COMP
 DH5602  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 DH5602  ELLIP HEIGHT-         275.68  (meters)          (08/01/05) GPS OBS
 DH5602  GEOID HEIGHT-         -35.54  (meters)                     GEOID03
 DH5602
 DH5602  HORZ ORDER  -  FIRST
 DH5602  ELLP ORDER  -  SECOND    CLASS I
 DH5602
 DH5602.The horizontal coordinates were established by GPS observations
 DH5602.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5602
 DH5602
 DH5602.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5602
 DH5602.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5602
 DH5602.The ellipsoidal height was determined by GPS observations
 DH5602.and is referenced to NAD 83.
 DH5602
 DH5602.The geoid height was determined by GEOID03.
 DH5602
 DH5602;                    North         East     Units Scale Factor Converg.
 DH5602;SPC WI S     -   185,200.122   683,270.413   MT  0.99994292   +0 42 33.9
 DH5602;SPC WI S     -   607,610.73  2,241,696.35   sFT  0.99994292   +0 42 33.9
 DH5602;UTM  16      - 4,836,264.897   341,360.757   MT  0.99990956   -1 21 31.3
 DH5602
 DH5602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5602!SPC WI S     -   0.99995677  x   0.99994292  =   0.99989969
 DH5602!UTM  16      -   0.99995677  x   0.99990956  =   0.99986634
 DH5602
 DH5602                          SUPERSEDED SURVEY CONTROL
 DH5602
 DH5602.No superseded survey control is available for this station.
 DH5602
 DH5602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4136136265(NAD 83)
 DH5602_MARKER: DD = SURVEY DISK
 DH5602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5602_STAMPING: MACKFORD WEST GPS 1994
 DH5602_MARK LOGO: WIDT  
 DH5602_PROJECTION: FLUSH
 DH5602_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5602+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2003
 DH5602
 DH5602  HISTORY     - Date     Condition        Report By
 DH5602  HISTORY     - 1993     MONUMENTED       WI-047
 DH5602  HISTORY     - 20030818 GOOD             WIDT
 DH5602
 DH5602                          STATION DESCRIPTION
 DH5602
 DH5602'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5602'OWNERSHIP--TOWN OF MACKFORD.  TO REACH THE STATION FROM THE JUNCTION
 DH5602'OF STATE  HIGHWAY 73 WITH COUNTY HIGHWAY U ABOUT 3 MI SOUTHWEST OF THE
 DH5602'CITY OF MARKESAN, GO  EAST ON LAKE MARIA ROAD FOR 0.8 MI TO COUNTY
 DH5602'HIGHWAY O SOUTH ON THE RIGHT, CONTINUE  EAST ON LAKE MARIA ROAD FOR
 DH5602'0.7 MI TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE  WISCONSIN
 DH5602'DEPARTMENT OF TRANSPORTATION GEODETIC CONTROL MARKER DISK SET IN THE
 DH5602'TOP  OF A 45-CM DIAMETER CONCRETE POST ABOUT 0.4 M BELOW THE ROAD
 DH5602'PAVEMENT.  THE STATION IS  6.1 M NORTH OF THE CENTERLINE OF LAKE MARIA
 DH5602'ROAD, 86 M WEST-NORTHWEST OF A WOOD POST  FOR A --SPEED LIMIT 45--
 DH5602'SIGN, 1 M SOUTH OF A CULTIVATED FIELD AND 1.0 M SOUTH, NORTHEAST  AND
 DH5602'NORTHWEST OF THREE ORANGE 4X4 PLASTIC WITNESS POSTS.  ---NOTE---THIS
 DH5602'STATION HAS NO  VISIBLE OBSTRUCTIONS EXTENDING HIGHER  THAN 15 DEGREES
 DH5602'ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0710 ***********************************************************************
 RM0710  DESIGNATION -  MADELINE
 RM0710  PID         -  RM0710
 RM0710  STATE/COUNTY-  WI/ASHLAND
 RM0710  USGS QUAD   -  MADELINE ISLAND (1975)
 RM0710
 RM0710                         *CURRENT SURVEY CONTROL
 RM0710  ___________________________________________________________________
 RM0710* NAD 83(1991)-  46 49 02.09750(N)    090 42 44.12168(W)     ADJUSTED  
 RM0710* NAVD 88     -       216.9    (meters)     712.     (feet)  VERTCON   
 RM0710  ___________________________________________________________________
 RM0710  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 RM0710  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 RM0710
 RM0710  HORZ ORDER  -  SECOND
 RM0710
 RM0710.The horizontal coordinates were established by classical geodetic methods
 RM0710.and adjusted by the National Geodetic Survey in March 1999..
 RM0710
 RM0710.The NAVD 88 height was computed by applying the VERTCON shift value to
 RM0710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RM0710
 RM0710.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0710
 RM0710.The geoid height was determined by GEOID03.
 RM0710
 RM0710;                    North         East     Units Scale Factor Converg.
 RM0710;SPC WI N     -   183,705.029   545,644.429   MT  1.00000964   -0 30 49.7
 RM0710;SPC WI N     -   602,705.58  1,790,168.43   sFT  1.00000964   -0 30 49.7
 RM0710;UTM  15      - 5,187,397.190   674,516.324   MT  0.99997435   +1 40 06.9
 RM0710
 RM0710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0710!SPC WI N     -   0.99997099  x   1.00000964  =   0.99998063
 RM0710!UTM  15      -   0.99997099  x   0.99997435  =   0.99994534
 RM0710
 RM0710|---------------------------------------------------------------------|
 RM0710| PID    Reference Object                     Distance      Geod. Az  |
 RM0710|                                                           dddmmss.s |
 RM0710| CJ3248 MADELINE RM 1                        25.028 METERS 05638     |
 RM0710| RM0725 SIOUX                               APPROX.16.2 KM 2291553.3 |
 RM0710| RM0765 BAYFIELD DNR RELAY TOWER            APPROX.10.1 KM 2764201.5 |
 RM0710| RM0766 BAYFIELD USCG RELAY TOWER           APPROX.10.4 KM 2790217.5 |
 RM0710| CJ3249 MADELINE RM 2                        24.308 METERS 30944     |
 RM0710|---------------------------------------------------------------------|
 RM0710
 RM0710                          SUPERSEDED SURVEY CONTROL
 RM0710
 RM0710  NAD 83(1991)-  46 49 02.09737(N)    090 42 44.12083(W) AD(       ) 2
 RM0710  NAD 83(1986)-  46 49 02.08933(N)    090 42 44.11349(W) AD(       ) 2
 RM0710  NAD 27      -  46 49 02.32523(N)    090 42 43.45787(W) AD(       ) 2
 RM0710  NGVD 29 (07/19/86)  216.9    (m)          712.     (f) VERT ANG       
 RM0710
 RM0710.Superseded values are not recommended for survey control.
 RM0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0710.See file dsdata.txt to determine how the superseded data were derived.
 RM0710
 RM0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM7451687397(NAD 83)
 RM0710_MARKER: DS = TRIANGULATION STATION DISK
 RM0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0710_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RM0710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0710+SATELLITE: SATELLITE OBSERVATIONS - 1986
 RM0710
 RM0710  HISTORY     - Date     Condition        Report By
 RM0710  HISTORY     - 1978     MONUMENTED       NGS
 RM0710  HISTORY     - 1986     GOOD
 RM0710
 RM0710                          STATION DESCRIPTION
 RM0710
 RM0710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 RM0710'THE STATION IS LOCATED ON MADELINE ISLAND, ABOUT 7 MILES
 RM0710'SOUTHWEST OF AMNICON BAY, 5 MILES EAST OF BAYFIELD, 4-1/2
 RM0710'MILES NORTHEAST OF LA POINTE, 1/4 MILE SOUTH OF THE
 RM0710'SHORE LINE OF LAKE SUPERIOR AND ON THE PROPERTY OF DOCTOR
 RM0710'AL LORENZ, 2103 HEIGHTS DRIVE, EAU CLAIRE, WISCONSIN
 RM0710'54701, PHONE NUMBER 715-834-3175.
 RM0710'
 RM0710'TO REACH FROM BAYFIELD AT THE FERRY LANDING, TAKE THE
 RM0710'FERRY TO MADELINE ISLAND AND THE LA POINTE POST OFFICE ABOUT
 RM0710'0.05 MILE ON THE RIGHT AFTER DEPARTING THE FERRY.  FROM
 RM0710'THE POST OFFICE TURN LEFT AND GO NORTHERLY ON THE PAVED ROAD
 RM0710'FOR 0.15 MILE TO A CROSSROAD AND A SCHOOL ON THE RIGHT.
 RM0710'CONTINUE AHEAD ON THE PAVED ROAD FOR 1.55 MILES TO A SIDE
 RM0710'ROAD ON THE RIGHT THAT LEADS TO AN AIR STRIP.  CONTINUE
 RM0710'AHEAD FOR 1.95 MILES TO A FORK AND A CURVE IN THE ROAD.
 RM0710'KEEP LEFT ON THE DIRT ROAD FOR 1.4 MILES TO THE STATION ON
 RM0710'THE LEFT, AS DESCRIBED.
 RM0710'
 RM0710'THE STATION IS A STANDARD NGS DISK
 RM0710'STAMPED---MADELINE 1978---, SET INTO THE TOP OF A ROUND
 RM0710'CONCRETE MONUMENT 12 INCHES IN DIAMETER PROJECTING 4 INCHES
 RM0710'ABOVE THE GROUND.  IT IS 77 FEET NORTHWEST FROM THE CENTER
 RM0710'OF A SAND ROAD AND 32 FEET EAST-SOUTHEAST FROM A
 RM0710'TWIN-TRUNKED OAK TREE.
 RM0710'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 RM0710'STAMPED ---MADELINE 1978---, SET INTO AN IRREGULAR MASS OF
 RM0710'CONCRETE 3.5 FEET BELOW THE GROUND SURFACE.
 RM0710'
 RM0710'REFERENCE MARK 1 IS A STANDARD NGS DISK
 RM0710'STAMPED---MADELINE NO 1 1978---, SET INTO THE TOP OF A ROUND
 RM0710'CONCRETE MONUMENT 12 INCHES IN DIAMETER PROJECTING 2 INCHES
 RM0710'ABOVE THE GROUND.  IT IS 11 FEET SOUTHWEST FROM A
 RM0710'TWIN-TRUNKED POPLAR TREE AND 7.5 FEET WEST-NORTHWEST FROM A
 RM0710'12-INCH POPLAR TREE.
 RM0710'
 RM0710'REFERENCE MARK 2 IS A STANDARD NGS DISK
 RM0710'STAMPED---MADELINE NO 2 1978---, SET INTO THE TOP OF A ROUND
 RM0710'CONCRETE MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND.
 RM0710'IT IS 150 FEET NORTHWEST FROM THE CENTER OF A SAND ROAD AND 22
 RM0710'FEET NORTHEAST FROM A TWIN-TRUNKED OAK TREE.
 RM0710'
 RM0710'HEIGHT OF LIGHT ABOVE STATION MARK WAS 30.3 METERS.  THERE
 RM0710'WAS NO SUITABLE LOCATION TO ESTABLISH AN AZIMUTH MARK.
 RM0710'
 RM0710'DESCRIBED BY J.N. LEONHARDT.
 RM0710
 RM0710                          STATION RECOVERY (1986)
 RM0710
 RM0710'RECOVERED 1986
 RM0710'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0676 ***********************************************************************
 PO0676  DESIGNATION -  MADES
 PO0676  PID         -  PO0676
 PO0676  STATE/COUNTY-  WI/LA CROSSE
 PO0676  USGS QUAD   -  NORTH BEND (1969)
 PO0676
 PO0676                         *CURRENT SURVEY CONTROL
 PO0676  ___________________________________________________________________
 PO0676* NAD 83(1991)-  44 01 38.82234(N)    091 00 28.53374(W)     ADJUSTED  
 PO0676* NAVD 88     -       354.1    (meters)    1162.     (feet)  VERTCON   
 PO0676  ___________________________________________________________________
 PO0676  LAPLACE CORR-          -6.09  (seconds)                    DEFLEC99
 PO0676  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 PO0676
 PO0676  HORZ ORDER  -  SECOND
 PO0676
 PO0676.The horizontal coordinates were established by classical geodetic methods
 PO0676.and adjusted by the National Geodetic Survey in March 1999..
 PO0676
 PO0676.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0676
 PO0676.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0676
 PO0676.The geoid height was determined by GEOID03.
 PO0676
 PO0676;                    North         East     Units Scale Factor Converg.
 PO0676;SPC WI S     -   225,725.508   519,197.964   MT  0.99999227   -0 41 33.2
 PO0676;SPC WI S     -   740,567.77  1,703,401.99   sFT  0.99999227   -0 41 33.2
 PO0676;SPC WI C     -    22,071.692   519,193.446   MT  1.00004951   -0 42 40.2
 PO0676;SPC WI C     -    72,413.54  1,703,387.16   sFT  1.00004951   -0 42 40.2
 PO0676;UTM  15      - 4,876,850.905   659,640.247   MT  0.99991345   +1 23 05.2
 PO0676
 PO0676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0676!SPC WI S     -   0.99994957  x   0.99999227  =   0.99994184
 PO0676!SPC WI C     -   0.99994957  x   1.00004951  =   0.99999908
 PO0676!UTM  15      -   0.99994957  x   0.99991345  =   0.99986302
 PO0676
 PO0676|---------------------------------------------------------------------|
 PO0676| PID    Reference Object                     Distance      Geod. Az  |
 PO0676|                                                           dddmmss.s |
 PO0676| CJ5691 MADES RM 1                           28.151 METERS 14317     |
 PO0676| CJ5692 MADES RM 2                           43.065 METERS 31429     |
 PO0676|---------------------------------------------------------------------|
 PO0676
 PO0676                          SUPERSEDED SURVEY CONTROL
 PO0676
 PO0676  NAD 83(1991)-  44 01 38.82147(N)    091 00 28.53534(W) AD(       ) 2
 PO0676  NAD 83(1986)-  44 01 38.81687(N)    091 00 28.54132(W) AD(       ) 2
 PO0676  NAD 27      -  44 01 38.94671(N)    091 00 28.05387(W) AD(       ) 2
 PO0676  NGVD 29 (07/19/86)  354.1    (m)         1162.     (f) VERT ANG       
 PO0676
 PO0676.Superseded values are not recommended for survey control.
 PO0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0676.See file dsdata.txt to determine how the superseded data were derived.
 PO0676
 PO0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ5964076851(NAD 83)
 PO0676_MARKER: DD = SURVEY DISK
 PO0676_SETTING: 0 = UNSPECIFIED SETTING
 PO0676
 PO0676  HISTORY     - Date     Condition        Report By
 PO0676  HISTORY     - 1968     MONUMENTED       USGS
 PO0676
 PO0676                          STATION DESCRIPTION
 PO0676
 PO0676'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (DLH)
 PO0676'THE STATION IS ABOUT 6.0 MI N. AND 9.0 MI W. OF SPARTA, ABOUT 5.0
 PO0676'MI E. OF MINDORO, ABOUT 6.0 MI NW. OF BURNS, 0.75 MI N. OF THE
 PO0676'JCT. OF COUNTY RDS. T AND EE IN FARMINGTON TP. IN THE NW. QUARTER
 PO0676'OF SEC. 20, T. 18 N., R. 5 W., NEAR THE SE. END OF A PROMINENT
 PO0676'SEMICIRCULAR RANGE OF HILLS, IN A SMALL SADDLE AT THE CREST OF
 PO0676'THE RIDGE, AND ON LAND OWNED BY MR. MAYNARD F. MADES.
 PO0676'
 PO0676'TO REACH THE STATION FROM THE JCT. OF WISC. HWY. 162 AND COUNTY
 PO0676'RD. E IN BURNS, GO NE. ON HWY. 162, 1.6 MI, TURN LEFT (N.) ON
 PO0676'COUNTY RD. EE 4.8 MI, TURN RIGHT (N.) ON COUNTY RD. T 0.4 MI,
 PO0676'TURN LEFT (NW.) ON KASTENSCHMIDT RD. 0.3 MI TO A WIRE GATE ON THE
 PO0676'N. SIDE OF THE RD., ENTER THE GATE AND PROCEED N. 0.3 MI THROUGH
 PO0676'A PASTURE, THROUGH A LANE AND UPHILL TO THE CREST OF THE RIDGE
 PO0676'AND STATION.
 PO0676'
 PO0676'STATION MARK, A STANDARD TABLET CRIMPED ON COPPER WELD RODS
 PO0676'DRIVEN, FILLED WITH GRAVEL, IS STAMPED MADES 1968.  THE MARK IS
 PO0676'35.8 FT TO RESISTANCE AND SET AT GROUND LEVEL IN A 5 IN. DIAMETER
 PO0676'TILE E. OF A 12 IN. DIAMETER HICKORY TREE, 30.7 FT N. OF AN 8
 PO0676'IN. DIAMETER HICKORY TREE, 19 FT SW. OF A LONE CEDAR TREE, 19.3
 PO0676'FT S. OF A FENCE, AND 3 FT S. OF A METAL WITNESS POST.
 PO0676'
 PO0676'REFERENCE MARK NO. 1, A STANDARD TABLET STAMPED MADES NO 1 IS
 PO0676'37.2 FT NE. OF A 12 IN. DIAMETER HICKORY TREE, 17.1 FT SW. OF A
 PO0676'20 IN. DIAMETER OAK TREE AND 1.9 FT W. OF A FENCE.
 PO0676'
 PO0676'REFERENCE MARK NO. 2, A STANDARD TABLET STAMPED MADES NO 2 IS
 PO0676'20.6 FT W. OF TWIN HICKORY TREE, 18.3 FT S. OF A FENCE, AND 6 FT
 PO0676'S. OF A 24 IN. DIAMETER OAK TREE.
 PO0676'
 PO0676'AZIMUTH MARK - NONE SET.  TRIANGULATION STATION SCAFE, 3.8 MI
 PO0676'SSE. IS VISIBLE FROM THE GROUND AT STATION MADES.
 PO0676'
 PO0676'HEIGHT OF LIGHT ABOVE STATION MARK--43.87 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1066 ***********************************************************************
 OM1066  DESIGNATION -  MADISON
 OM1066  PID         -  OM1066
 OM1066  STATE/COUNTY-  WI/DANE
 OM1066  USGS QUAD   -  MADISON EAST (1983)
 OM1066
 OM1066                         *CURRENT SURVEY CONTROL
 OM1066  ___________________________________________________________________
 OM1066* NAD 83(1991)-  43 04 19.24152(N)    089 18 57.78649(W)     ADJUSTED  
 OM1066* NAVD 88     -       283.     (meters)     928.     (feet)  SCALED    
 OM1066  ___________________________________________________________________
 OM1066  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 OM1066  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 OM1066
 OM1066  HORZ ORDER  -  THIRD
 OM1066
 OM1066.The horizontal coordinates were established by classical geodetic methods
 OM1066.and adjusted by the National Geodetic Survey in November 1991..
 OM1066
 OM1066.The orthometric height was scaled from a topographic map.
 OM1066
 OM1066.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1066
 OM1066.The geoid height was determined by GEOID03.
 OM1066
 OM1066;                    North         East     Units Scale Factor Converg.
 OM1066;SPC WI S     -   119,318.586   655,701.158   MT  0.99994897   +0 28 11.8
 OM1066;SPC WI S     -   391,464.39  2,151,246.22   sFT  0.99994897   +0 28 11.8
 OM1066;UTM  16      - 4,771,414.984   311,439.503   MT  1.00003741   -1 34 55.7
 OM1066
 OM1066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1066!SPC WI S     -   0.99996101  x   0.99994897  =   0.99990999
 OM1066!UTM  16      -   0.99996101  x   1.00003741  =   0.99999842
 OM1066
 OM1066|---------------------------------------------------------------------|
 OM1066| PID    Reference Object                     Distance      Geod. Az  |
 OM1066|                                                           dddmmss.s |
 OM1066| OM1067 942.36 WIGS 1958                     14.104 METERS 00652     |
 OM1066| CI9218 MADISON RM 3                         14.236 METERS 09734     |
 OM1066| OM1069 MADISON MUNICIPAL STANDPIPE          25.570 METERS 09915     |
 OM1066| CI9217 MADISON RM 1                         12.284 METERS 18427     |
 OM1066| OM1098 MADISON RADIO STA WIBA TWR          APPROX.12.2 KM 2291620.3 |
 OM1066| OM1153 MADISON TV STATION WISC MAST        APPROX.16.1 KM 2531400.8 |
 OM1066| OM1094 MADISON TV STATION WMTV MAST        APPROX.14.1 KM 2604002.5 |
 OM1066| OM1079 MADISON TV STATION WKOW MAST        APPROX.13.3 KM 2605308.7 |
 OM1066| OM1090 MADISON RADIO STA KSA 293 TWR       APPROX.10.1 KM 2654615.5 |
 OM1066| OM1078 MADISON RAD STA FSF 982 MAST        APPROX. 5.4 KM 2703115.7 |
 OM1066| OM1099 MADISON TV STATION WHA TOWER        APPROX. 7.0 KM 2733554.5 |
 OM1066| CI9216 MADISON AZ MK                                      3545710.6 |
 OM1066|---------------------------------------------------------------------|
 OM1066
 OM1066                          SUPERSEDED SURVEY CONTROL
 OM1066
 OM1066  NAD 83(1986)-  43 04 19.23292(N)    089 18 57.78875(W) AD(       ) 3
 OM1066  NAD 27      -  43 04 19.23800(N)    089 18 57.36350(W) AD(       ) 3
 OM1066
 OM1066.Superseded values are not recommended for survey control.
 OM1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1066.See file dsdata.txt to determine how the superseded data were derived.
 OM1066
 OM1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1144071415(NAD 83)
 OM1066_MARKER: DS = TRIANGULATION STATION DISK
 OM1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1066
 OM1066  HISTORY     - Date     Condition        Report By
 OM1066  HISTORY     - 1958     MONUMENTED       CGS
 OM1066  HISTORY     - 1962     GOOD             CGS
 OM1066
 OM1066                          STATION DESCRIPTION
 OM1066
 OM1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1066'THE STATION IS IN THE SOUTH EDGE OF THE VILLAGE OF BLOOMING
 OM1066'GROVE AT THE EAST EDGE OF MADISON.  IT IS 297 FEET NORTHEAST OF
 OM1066'THE INTERSECTION OF SHAFFER AVE. AND ALLIS AVE. 87 FEET SOUTHWEST
 OM1066'OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 38 FEET EAST OF THE
 OM1066'CENTERLINE OF SHAFFER AVE., 45 FEET WEST OF THE WEST SIDE
 OM1066'OF THE STANDPIPE AND ON PROPERTY OWNED BY THE CITY OF MADISON.
 OM1066'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MADISON 1958.
 OM1066'
 OM1066'REFERENCE MARK 1 IS 38 FEET EAST OF THE CENTERLINE OF SHAFFER AVE.
 OM1066'AND 22 FEET WEST OF THE WEST SIDE OF THE STANDPIPE.  THE MONUMENT
 OM1066'IS FLUSH AND THE DISK IS STAMPED MADISON NO 1 1958.
 OM1066'
 OM1066'REFERENCE MARK 3 IS SET IN A DRILL HOLE IN THE CONCRETE BASE
 OM1066'OF THE STANDPIPE ON THE WEST SIDE.  THE DISK IS STAMPED MADISON
 OM1066'NO 3 1958.
 OM1066'
 OM1066'942.36 (WIS. GEO. S.) IS A STANDARD U.S. COAST AND GEODETIC
 OM1066'SURVEY AND STATE SURVEY DISK SET IN THE TOP OF A 9X9 INCH
 OM1066'CONCRETE POST WHICH PROJECTS 2 INCHES AND THE DISK IS
 OM1066'STAMPED 942.36.
 OM1066'
 OM1066'THE AZIMUTH MARK IS SET AT 4700 SHAFFER AVE.  IT IS 62 FEET
 OM1066'NORTHEAST OF THE NORTHEAST CORNER OF A FRAME HOUSE, 36 FEET
 OM1066'SOUTHWEST OF THE INTERSECTION OF SHAFFER AVE. AND BUCKEYE AVE.,
 OM1066'1 FOOT SOUTHWEST OF A POWER LINE POLE AND 1 FOOT WEST OF A
 OM1066'WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS
 OM1066'STAMPED MADISON 1958.
 OM1066'
 OM1066'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OM1066
 OM1066                          STATION RECOVERY (1962)
 OM1066
 OM1066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RCY)
 OM1066'THE STATION, R.M. NO. 1, R.M. NO. 3, 942.36 (WIS. GEOD. S.)
 OM1066'AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION AS
 OM1066'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1085 ***********************************************************************
 OM1085  DESIGNATION -  MADISON CAPITOL HEAT PLT STK
 OM1085  PID         -  OM1085
 OM1085  STATE/COUNTY-  WI/DANE
 OM1085  USGS QUAD   -  MADISON WEST (1983)
 OM1085
 OM1085                         *CURRENT SURVEY CONTROL
 OM1085  ___________________________________________________________________
 OM1085* NAD 83(1991)-  43 04 43.01918(N)    089 22 38.74747(W)     ADJUSTED  
 OM1085* NAVD 88     -                                                        
 OM1085  ___________________________________________________________________
 OM1085  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 OM1085  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 OM1085
 OM1085  HORZ ORDER  -  THIRD
 OM1085
 OM1085.The horizontal coordinates were established by classical geodetic methods
 OM1085.and adjusted by the National Geodetic Survey in November 1991..
 OM1085
 OM1085
 OM1085.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1085
 OM1085.The geoid height was determined by GEOID03.
 OM1085
 OM1085;                    North         East     Units Scale Factor Converg.
 OM1085;SPC WI S     -   120,013.135   650,697.111   MT  0.99994831   +0 25 40.0
 OM1085;SPC WI S     -   393,743.09  2,134,828.77   sFT  0.99994831   +0 25 40.0
 OM1085;UTM  16      - 4,772,288.358   306,463.036   MT  1.00006080   -1 37 27.4
 OM1085
 OM1085                          SUPERSEDED SURVEY CONTROL
 OM1085
 OM1085  NAD 83(1986)-  43 04 43.01099(N)    089 22 38.74952(W) AD(       ) 4
 OM1085  NAD 27      -  43 04 43.03200(N)    089 22 38.31300(W) AD(       ) 3
 OM1085
 OM1085.Superseded values are not recommended for survey control.
 OM1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1085.See file dsdata.txt to determine how the superseded data were derived.
 OM1085
 OM1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0646372288(NAD 83)
 OM1085_MARKER: 63 = STACK
 OM1085_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM1085+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2004
 OM1085
 OM1085  HISTORY     - Date     Condition        Report By
 OM1085  HISTORY     - 1958     FIRST OBSERVED   CGS
 OM1085  HISTORY     - 1988     GOOD             USPSQD
 OM1085  HISTORY     - 20021227 GOOD             USPSQD
 OM1085  HISTORY     - 20040822 GOOD             GEOCAC
 OM1085
 OM1085                          STATION DESCRIPTION
 OM1085
 OM1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1085'THE STATION IS THE CENTER OF THE TOP OF THE STACK LOCATED
 OM1085'AT 624 EAST MAIN STREET.  IT IS A YELLOW BRICK STACK 245
 OM1085'FEET HIGH.
 OM1085
 OM1085                          STATION RECOVERY (1988)
 OM1085
 OM1085'RECOVERY NOTE BY US POWER SQUADRON 1988 (MLB)
 OM1085'RECOVERED IN GOOD CONDITION.
 OM1085
 OM1085                          STATION RECOVERY (2002)
 OM1085
 OM1085'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM1085'RECOVERED IN GOOD CONDITION.  ADD--IT IS NORTHWEST OF EAST MAIN
 OM1085'STREET, NORTHEAST OF SOUTH BLAIR STREET, AND SOUTHWEST OF SOUTH BLOUNT
 OM1085'STREET.
 OM1085
 OM1085                          STATION RECOVERY (2004)
 OM1085
 OM1085'RECOVERY NOTE BY GEOCACHING 2004 (RPM)
 OM1085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1219 ***********************************************************************
 OM1219  DESIGNATION -  MADISON CBL 0
 OM1219  PID         -  OM1219
 OM1219  STATE/COUNTY-  WI/DANE
 OM1219  USGS QUAD   -  DE FOREST (1983)
 OM1219
 OM1219                         *CURRENT SURVEY CONTROL
 OM1219  ___________________________________________________________________
 OM1219* NAD 83(1991)-  43 07 55.61647(N)    089 19 47.29414(W)     ADJUSTED  
 OM1219* NAVD 88     -       263.1    (meters)     863.     (feet)  VERTCON   
 OM1219  ___________________________________________________________________
 OM1219  X           -      54,531.913 (meters)                     COMP
 OM1219  Y           -  -4,661,779.022 (meters)                     COMP
 OM1219  Z           -   4,338,380.824 (meters)                     COMP
 OM1219  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 OM1219  ELLIP HEIGHT-         228.68  (meters)          (10/21/99) GPS OBS
 OM1219  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 OM1219
 OM1219  HORZ ORDER  -  SECOND
 OM1219  ELLP ORDER  -  FOURTH    CLASS I
 OM1219
 OM1219.This mark is at Dane Co Regional-Truax Fld Airport (MSN)
 OM1219
 OM1219.The horizontal coordinates were established by GPS observations
 OM1219.and adjusted by the National Geodetic Survey in November 1991..
 OM1219
 OM1219.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM1219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM1219
 OM1219.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1219
 OM1219.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1219
 OM1219.The ellipsoidal height was determined by GPS observations
 OM1219.and is referenced to NAD 83.
 OM1219
 OM1219.The geoid height was determined by GEOID03.
 OM1219
 OM1219;                    North         East     Units Scale Factor Converg.
 OM1219;SPC WI S     -   125,986.172   654,527.538   MT  0.99994352   +0 27 37.8
 OM1219;SPC WI S     -   413,339.63  2,147,395.76   sFT  0.99994352   +0 27 37.8
 OM1219;UTM  16      - 4,778,120.958   310,505.402   MT  1.00004175   -1 35 36.0
 OM1219
 OM1219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1219!SPC WI S     -   0.99996414  x   0.99994352  =   0.99990766
 OM1219!UTM  16      -   0.99996414  x   1.00004175  =   1.00000589
 OM1219
 OM1219                          SUPERSEDED SURVEY CONTROL
 OM1219
 OM1219  NAD 83(1986)-  43 07 55.60796(N)    089 19 47.29716(W) AD(       ) 2
 OM1219  NAD 27      -  43 07 55.62943(N)    089 19 46.86638(W) AD(       ) 2
 OM1219  NGVD 29 (04/21/89)  263.1    (m)          863.     (f) GPS OBS        
 OM1219
 OM1219.Superseded values are not recommended for survey control.
 OM1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1219.See file dsdata.txt to determine how the superseded data were derived.
 OM1219
 OM1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1050578121(NAD 83)
 OM1219_MARKER: DD = SURVEY DISK
 OM1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1219_SP_SET: CONCRETE POST
 OM1219_STAMPING: 0
 OM1219_MARK LOGO: WIDT  
 OM1219_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM1219+STABILITY: SURFACE MOTION
 OM1219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1219+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2005
 OM1219
 OM1219  HISTORY     - Date     Condition        Report By
 OM1219  HISTORY     - 1975     MONUMENTED       WIDT
 OM1219  HISTORY     - 1988     GOOD             NGS
 OM1219  HISTORY     - 19900907 GOOD             NGS
 OM1219  HISTORY     - 19900907 GOOD             NGS
 OM1219  HISTORY     - 19950429 MARK NOT FOUND   USPSQD
 OM1219  HISTORY     - 20050805 GOOD             WIDT
 OM1219
 OM1219                          STATION DESCRIPTION
 OM1219
 OM1219'DESCRIBED BY WI DEPT OF TRANSP 1975
 OM1219'A TAPE CALIBRATION MONUMENT WAS SET AT THE 100 FOOT POINT OF THE BASE
 OM1219'LINE.  THE REDUCED MARK TO MARK DISTANCE IS 100.03 FT.
 OM1219' 
 OM1219'THE BASE LINE IS LOCATED IN THE NORTHEAST SECTION OF MADISON, JUST
 OM1219'SOUTH OF THE DANE COUNTY REGIONAL AIRPORT.
 OM1219' 
 OM1219'THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0-METER POINT ON THE
 OM1219'NORTH END. IT CONSISTS OF THE 0, 150, 800, AND 1547-METER POINTS WITH
 OM1219'A 100-FOOT TAPE CALIBRATION STATION LOCATED IN LINE AND SOUTH OF THE
 OM1219'0-METER POINT.  THERE ARE ALSO MARKS SET AT 350, 550, AND 850 METERS
 OM1219'BUT THEY WERE NOT MEASURED BY EDM EQUIPMENT.
 OM1219' 
 OM1219'TO REACH THE 0-METER POINT FROM THE INTERSECTION OF U.S. HIGHWAYS 151
 OM1219'(WASHINGTON AVENUE) AND 51 (STOUGHTON ROAD), LOCATED IN THE NORTHEAST
 OM1219'SECTION OF MADISON, GO NORTH ON U.S. HIGHWAY 51 FOR 0.9 KM (0.6 MI) TO
 OM1219'THE INTERSECTION OF KINSMAN BOULEVARD ON THE LEFT. TURN LEFT ONTO
 OM1219'KINSMAN BOULEVARD AND GO WEST FOR 0.37 KM (0.23 MI) TO THE
 OM1219'INTERSECTION OF WRIGHT STREET.  TURN RIGHT ONTO WRIGHT STREET AND GO
 OM1219'NORTH FOR 0.71 KM (0.44 MI) TO THE MARK ON THE RIGHT.
 OM1219' 
 OM1219'THE 0-METER POINT IS A WISCONSIN DEPARTMENT OF TRANSPORTATION DISK
 OM1219'STAMPED--0--, SET IN THE TOP OF A 51 CM (20 IN) DIAMETER CONCRETE POST
 OM1219'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 20.4 M (66.9 FT)
 OM1219'SOUTHEAST OF THE SOUTHEAST CORNER OF BUILDING 302, 7.2 M (23.6 FT)
 OM1219'WEST OF A CHAIN LINK FENCE, 5.6 M (18.4 FT) WEST OF A METAL WITNESS
 OM1219'POST, AND 4.4 M (14.4 FT) EAST OF THE CENTERLINE OF WRIGHT STREET.
 OM1219' 
 OM1219'USER NOTES- CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 OM1219'ELEVATIONS ARE FOR CBL USE ONLY.
 OM1219' 
 OM1219'THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE
 OM1219'WISCONSIN SOCIETY OF LAND SURVEYORS AND THE WISCONSIN DEPARTMENT OF
 OM1219'TRANSPORTATION.   FOR MORE INFORMATION CONTACT MR. ARDEN SANDSNES,
 OM1219'ROYAL OAK ENGINEERING INC., SUITE 6, 5610 MEDICAL CIRCLE, MADISON,
 OM1219'WISCONSIN 53711. TELEPHONE (608) 274-0500 OR CONTACT DR. D. DAVID
 OM1219'MOYER, UNIVERSITY OF WISCONSIN, 610 WALNUT STREET, 1050 WARF BUILDING,
 OM1219'MADISON, WISCONSIN 53705. TELEPHONE (608) 262-5066.
 OM1219
 OM1219                          STATION RECOVERY (1988)
 OM1219
 OM1219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OM1219'THE STATION IS LOCATED AT THE DANE COUNTY REGIONAL AIRPORT.
 OM1219'OWNERSHIP--STATE OF WISCONSIN, CONTACT JEROME D. FRANKLIN, DIRECTOR OF
 OM1219'PUBLIC WORKS, CITY OF MADISON, 210 MARTIN LUTHER KING, JR. BOULEVARD,
 OM1219'MADISON, WI 53709, PHONE 608-266-4620.
 OM1219'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 151 AND 51 IN
 OM1219'MADISON, GO NORTH ON U.S. HIGHWAY 51 FOR 1.0 KM (0.60 MI) TO A ROAD
 OM1219'LEFT.  TURN LEFT AND GO WEST ON KINSMAN BOULEVARD FOR 0.4 KM
 OM1219'(0.25 MI) TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON WRIGHT STREET
 OM1219'FOR 0.7 KM (0.45 MI) TO STATION ON THE RIGHT.
 OM1219'THE STATION IS A STATE OF WISCONSIN SURVEY DISK STAMPED---0---, SET IN
 OM1219'THE TOP OF AN IRREGULAR MASS OF CONCRETE.  LOCATED 18.3 M (60.0 FT)
 OM1219'NORTHWEST OF UTILITY POLE 26J-T1C2, 7.1 M (23.3 FT) WEST OF A WOVEN
 OM1219'FENCE, 5.7 M (18.7 FT) WEST FROM A METAL WITNESS POST AND 4.4 M
 OM1219'(14.4 FT) EAST FROM APPROXIMATE CENTER OF WRIGHT STREET.
 OM1219'DANE COUNTY PART II, WI, 1988.
 OM1219'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM1219'DESCRIBED BY J.D. RIGNEY, JR.
 OM1219
 OM1219                          STATION RECOVERY (1990)
 OM1219
 OM1219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OM1219'MARK IS A COMPONENT OF THE MADISON CALIBRATION BASE LINE, LOCATED IN
 OM1219'THE NORTHEAST SECTION OF MADISON, JUST SOUTH OF THE DANE COUNTY
 OM1219'REGIONAL AIRPORT IN SECTION 29 T 8 N R 10 E (DE FOREST 7.5 MIN QUAD).
 OM1219'OWNERSHIP--DANE COUNTY.
 OM1219'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 151 (WASHINGTON AVENUE)AND
 OM1219'51 (STOUGHTON ROAD), IN THE NORTHEAST SECTION OF MADISON, GO NORTH ON
 OM1219'U.S. HIGHWAY 51 FOR 0.9 KM (0.56 MI) TO THE INTERSECTION OF KINSMAN
 OM1219'BOULEVARD ON THE LEFT.  TURN LEFT AND GO WEST FOR 0.37 KM (0.23 MI)
 OM1219'TO THE INTERSECTION OF WRIGHT STREET.  TURN RIGHT AND GO NORTH FOR
 OM1219'0.71 KM (0.44 MI) TO THE MARK ON THE RIGHT.
 OM1219'MARK IS SET IN THE TOP OF A 51 CM (20 IN) DIAMETER CONCRETE POST FLUSH
 OM1219'WITH GROUND SURFACE.  IT IS 20.4 M (66.93 FT) SOUTHEAST OF THE
 OM1219'SOUTHEAST CORNER OF BUILDING 302, 7.2 M (23.62 FT) WEST OF A CHAIN
 OM1219'LINK FENCE, 5.6 M (18.37 FT) WEST OF A METAL WITNESS POST, AND 4.4 M
 OM1219'(14.44 FT) EAST OF THE CENTERLINE OF WRIGHT STREET.
 OM1219'FOR MORE INFORMATION CONTACT MR. ARDEN SANDSNES, ROYAL OAK ENGINEERING
 OM1219'INC., SUITE 6, 5610 MEDICAL CIRCLE, MADISON, WISCONSIN 53711.
 OM1219'TELEPHONE 608-274-0500.  OR CONTACT DR. D. DAVID MOYER, UNIVERSITY
 OM1219'OF WISCONSIN, 610 WALNUT STREET, 1050 WARF BUILDING, MADISON,
 OM1219'WISCONSIN 53705.  TELEPHONE 608-262-5066.
 OM1219
 OM1219                          STATION RECOVERY (1990)
 OM1219
 OM1219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (LPB)
 OM1219'MARK IS A COMPONENT OF THE MADISON CALIBRATION BASE LINE, LOCATED IN
 OM1219'THE NORTHEAST SECTION OF MADISON, JUST SOUTH OF THE DANE COUNTY
 OM1219'REGIONAL AIRPORT IN SECTION 29 T 8 N R 10 E (DE FOREST 7.5 MIN QUAD).
 OM1219'OWNERSHIP--DANE COUNTY. TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS
 OM1219'151 (WASHINGTON AVENUE)AND 51 (STOUGHTON ROAD), IN THE NORTHEAST
 OM1219'SECTION OF MADISON, GO NORTH ON U.S. HIGHWAY 51 FOR 0.9 KM (0.56 MI)
 OM1219'TO THE INTERSECTION OF KINSMAN BOULEVARD ON THE LEFT.  TURN LEFT AND
 OM1219'GO WEST FOR 0.37 KM (0.23 MI) TO THE INTERSECTION OF WRIGHT STREET.
 OM1219'TURN RIGHT AND GO NORTH FOR 0.71 KM (0.44 MI) TO THE MARK ON THE
 OM1219'RIGHT. MARK IS SET IN THE TOP OF A 51 CM (20 IN) DIAMETER CONCRETE
 OM1219'POST FLUSH WITH GROUND SURFACE.  IT IS 20.4 M (66.93 FT) SOUTHEAST OF
 OM1219'THE SOUTHEAST CORNER OF BUILDING 302, 7.2 M (23.62 FT) WEST OF A CHAIN
 OM1219'LINK FENCE, 5.6 M (18.37 FT) WEST OF A METAL WITNESS POST, AND 4.4 M
 OM1219'(14.44 FT) EAST OF THE CENTERLINE OF WRIGHT STREET. FOR MORE
 OM1219'INFORMATION CONTACT MR. ARDEN SANDSNES, ROYAL OAK ENGINEERING INC.,
 OM1219'SUITE 6, 5610 MEDICAL CIRCLE, MADISON, WISCONSIN 53711. CONTACT DR. D.
 OM1219'DAVID MOYER, UNIVERSITY OF WISCONSIN, 610 WALNUT STREET 1050 WARF
 OM1219'BUILDING, MADISON, WISCONSIN 53705.
 OM1219
 OM1219                          STATION RECOVERY (1995)
 OM1219
 OM1219'RECOVERY NOTE BY US POWER SQUADRON 1995
 OM1219'MARK NOT FOUND.
 OM1219
 OM1219                          STATION RECOVERY (2005)
 OM1219
 OM1219'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (GRS)
 OM1219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1096 ***********************************************************************
 OM1096  DESIGNATION -  MADISON FIRST CONG CH DOME
 OM1096  PID         -  OM1096
 OM1096  STATE/COUNTY-  WI/DANE
 OM1096  USGS QUAD   -  MADISON WEST (1983)
 OM1096
 OM1096                         *CURRENT SURVEY CONTROL
 OM1096  ___________________________________________________________________
 OM1096* NAD 83(1991)-  43 04 23.43575(N)    089 24 51.04799(W)     ADJUSTED  
 OM1096* NAVD 88     -                                                        
 OM1096  ___________________________________________________________________
 OM1096  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 OM1096  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 OM1096
 OM1096  HORZ ORDER  -  THIRD
 OM1096
 OM1096.The horizontal coordinates were established by classical geodetic methods
 OM1096.and adjusted by the National Geodetic Survey in November 1991..
 OM1096
 OM1096
 OM1096.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1096
 OM1096.The geoid height was determined by GEOID03.
 OM1096
 OM1096;                    North         East     Units Scale Factor Converg.
 OM1096;SPC WI S     -   119,387.163   647,708.771   MT  0.99994885   +0 24 09.1
 OM1096;SPC WI S     -   391,689.38  2,125,024.53   sFT  0.99994885   +0 24 09.1
 OM1096;UTM  16      - 4,771,769.722   303,453.839   MT  1.00007525   -1 38 57.3
 OM1096
 OM1096                          SUPERSEDED SURVEY CONTROL
 OM1096
 OM1096  NAD 83(1986)-  43 04 23.42767(N)    089 24 51.04994(W) AD(       ) 4
 OM1096  NAD 27      -  43 04 23.44600(N)    089 24 50.61400(W) AD(       ) 3
 OM1096
 OM1096.Superseded values are not recommended for survey control.
 OM1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1096.See file dsdata.txt to determine how the superseded data were derived.
 OM1096
 OM1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0345471770(NAD 83)
 OM1096_MARKER: 87 = DOME
 OM1096_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM1096+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2004
 OM1096
 OM1096  HISTORY     - Date     Condition        Report By
 OM1096  HISTORY     - 1958     FIRST OBSERVED   CGS
 OM1096  HISTORY     - 1973     GOOD             UWI
 OM1096  HISTORY     - 1988     GOOD             USPSQD
 OM1096  HISTORY     - 20021227 GOOD             USPSQD
 OM1096  HISTORY     - 20040823 GOOD             GEOCAC
 OM1096
 OM1096                          STATION DESCRIPTION
 OM1096
 OM1096'DESCRIBED BY UNIVERSITY OF WISCONSIN 1973 (GRS)
 OM1096'THE STATION IS THE TOP CENTER OF A SPIRE ATOP A DOME WHICH IS
 OM1096'ATOP THE EAST END OF THE FIRST CONGREGATION CHURCH BUILDING
 OM1096'LOCATED ON THE SOUTHWEST CORNER OF THE INTERSECTION OF UNIVERSITY
 OM1096'AVENUE AND BREEZE TERRACE IN MADISON.
 OM1096
 OM1096                          STATION RECOVERY (1988)
 OM1096
 OM1096'RECOVERY NOTE BY US POWER SQUADRON 1988 (MLB)
 OM1096'RECOVERED IN GOOD CONDITION.
 OM1096
 OM1096                          STATION RECOVERY (2002)
 OM1096
 OM1096'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM1096'RECOVERED IN GOOD CONDITION.
 OM1096
 OM1096                          STATION RECOVERY (2004)
 OM1096
 OM1096'RECOVERY NOTE BY GEOCACHING 2004 (RPM)
 OM1096'THE POINT OBSERVED IS THE BALL MOUNTED ON THE TOP CENTRE OF THE
 OM1096'DOME OF THE SPIRE OF THE FIRST CONGREGATIONAL CHURCH WHICH IS
 OM1096'LOCATED ON THE SOUTHWEST CORNER OF THE INTERSECTION OF
 OM1096'UNIVERSITY AVE AND BREESE TER IN MADISON WI
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1065 ***********************************************************************
 OM1065  DESIGNATION -  MADISON GAS AND ELEC CO W STK
 OM1065  PID         -  OM1065
 OM1065  STATE/COUNTY-  WI/DANE
 OM1065  USGS QUAD   -  MADISON EAST (1983)
 OM1065
 OM1065                         *CURRENT SURVEY CONTROL
 OM1065  ___________________________________________________________________
 OM1065* NAD 83(1991)-  43 04 42.83282(N)    089 22 30.33375(W)     ADJUSTED  
 OM1065* NAVD 88     -                                                        
 OM1065  ___________________________________________________________________
 OM1065  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 OM1065  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 OM1065
 OM1065  HORZ ORDER  -  THIRD
 OM1065
 OM1065.The horizontal coordinates were established by classical geodetic methods
 OM1065.and adjusted by the National Geodetic Survey in November 1991..
 OM1065
 OM1065
 OM1065.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1065
 OM1065.The geoid height was determined by GEOID03.
 OM1065
 OM1065;                    North         East     Units Scale Factor Converg.
 OM1065;SPC WI S     -   120,008.808   650,887.469   MT  0.99994832   +0 25 45.8
 OM1065;SPC WI S     -   393,728.90  2,135,453.30   sFT  0.99994832   +0 25 45.8
 OM1065;UTM  16      - 4,772,277.216   306,653.138   MT  1.00005990   -1 37 21.7
 OM1065
 OM1065                          SUPERSEDED SURVEY CONTROL
 OM1065
 OM1065  NAD 83(1986)-  43 04 42.82469(N)    089 22 30.33584(W) AD(       ) 4
 OM1065  NAD 27      -  43 04 42.84100(N)    089 22 29.90400(W) AD(       ) 3
 OM1065
 OM1065.Superseded values are not recommended for survey control.
 OM1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1065.See file dsdata.txt to determine how the superseded data were derived.
 OM1065
 OM1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0665372277(NAD 83)
 OM1065_MARKER: 63 = STACK
 OM1065_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM1065+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2004
 OM1065
 OM1065  HISTORY     - Date     Condition        Report By
 OM1065  HISTORY     - 1958     FIRST OBSERVED   CGS
 OM1065  HISTORY     - 1988     GOOD             USPSQD
 OM1065  HISTORY     - 20021227 GOOD             USPSQD
 OM1065  HISTORY     - 20040822 GOOD             GEOCAC
 OM1065
 OM1065                          STATION DESCRIPTION
 OM1065
 OM1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1065'THE STATION IS THE CENTER OF THE TOP OF THE MOST WESTERLY
 OM1065'OF FOUR STACKS LOCATED AT 717 EAST MAIN STREET.  IT IS A WHITE
 OM1065'CONCRETE STACK 250 FEET HIGH.
 OM1065
 OM1065                          STATION RECOVERY (1988)
 OM1065
 OM1065'RECOVERY NOTE BY US POWER SQUADRON 1988 (MLB)
 OM1065'RECOVERED IN GOOD CONDITION.
 OM1065
 OM1065                          STATION RECOVERY (2002)
 OM1065
 OM1065'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM1065'RECOVERED IN GOOD CONDITION.
 OM1065
 OM1065                          STATION RECOVERY (2004)
 OM1065
 OM1065'RECOVERY NOTE BY GEOCACHING 2004 (RPM)
 OM1065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1100 ***********************************************************************
 OM1100  DESIGNATION -  MADISON GENERAL HOSPITAL STACK
 OM1100  PID         -  OM1100
 OM1100  STATE/COUNTY-  WI/DANE
 OM1100  USGS QUAD   -  MADISON WEST (1983)
 OM1100
 OM1100                         *CURRENT SURVEY CONTROL
 OM1100  ___________________________________________________________________
 OM1100* NAD 83(1991)-  43 03 51.82287(N)    089 24 07.18448(W)     ADJUSTED  
 OM1100* NAVD 88     -                                                        
 OM1100  ___________________________________________________________________
 OM1100  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 OM1100  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 OM1100
 OM1100  HORZ ORDER  -  THIRD
 OM1100
 OM1100.The horizontal coordinates were established by classical geodetic methods
 OM1100.and adjusted by the National Geodetic Survey in November 1991..
 OM1100
 OM1100
 OM1100.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1100
 OM1100.The geoid height was determined by GEOID03.
 OM1100
 OM1100;                    North         East     Units Scale Factor Converg.
 OM1100;SPC WI S     -   118,418.724   648,708.031   MT  0.99994973   +0 24 39.2
 OM1100;SPC WI S     -   388,512.10  2,128,302.93   sFT  0.99994973   +0 24 39.2
 OM1100;UTM  16      - 4,770,766.007   304,417.908   MT  1.00007060   -1 38 26.3
 OM1100
 OM1100                          SUPERSEDED SURVEY CONTROL
 OM1100
 OM1100  NAD 83(1986)-  43 03 51.81467(N)    089 24 07.18655(W) AD(       ) 4
 OM1100  NAD 27      -  43 03 51.83600(N)    089 24 06.75000(W) AD(       ) 3
 OM1100
 OM1100.Superseded values are not recommended for survey control.
 OM1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1100.See file dsdata.txt to determine how the superseded data were derived.
 OM1100
 OM1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0441870766(NAD 83)
 OM1100_MARKER: 63 = STACK
 OM1100
 OM1100  HISTORY     - Date     Condition        Report By
 OM1100  HISTORY     - 1958     FIRST OBSERVED   CGS
 OM1100  HISTORY     - 1988     GOOD             USPSQD
 OM1100  HISTORY     - 20021227 GOOD             USPSQD
 OM1100
 OM1100                          STATION DESCRIPTION
 OM1100
 OM1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1100'THE STATION IS THE CENTER OF THE TOP OF THE TOP OF THE STACK
 OM1100'LOCATED ON THE NORTH SIDE OF CHANDLER STREET AND 1/2 BLOCK
 OM1100'EAST OF SOUTH BROOKS STREET.  IT IS A RED BRICK, OCTAGON
 OM1100'SHAPED STACK APPROXIMATELY 125 FEET HIGH.
 OM1100
 OM1100                          STATION RECOVERY (1988)
 OM1100
 OM1100'RECOVERY NOTE BY US POWER SQUADRON 1988 (MLB)
 OM1100'RECOVERED IN GOOD CONDITION.
 OM1100
 OM1100                          STATION RECOVERY (2002)
 OM1100
 OM1100'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM1100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1064 ***********************************************************************
 OM1064  DESIGNATION -  MADISON GISHOLT MACHINE W STK
 OM1064  PID         -  OM1064
 OM1064  STATE/COUNTY-  WI/DANE
 OM1064  USGS QUAD   -  MADISON EAST (1983)
 OM1064
 OM1064                         *CURRENT SURVEY CONTROL
 OM1064  ___________________________________________________________________
 OM1064* NAD 83(1991)-  43 05 15.35080(N)    089 21 51.26773(W)     ADJUSTED  
 OM1064* NAVD 88     -                                                        
 OM1064  ___________________________________________________________________
 OM1064  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 OM1064  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 OM1064
 OM1064  HORZ ORDER  -  THIRD
 OM1064
 OM1064.The horizontal coordinates were established by classical geodetic methods
 OM1064.and adjusted by the National Geodetic Survey in November 1991..
 OM1064
 OM1064
 OM1064.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1064
 OM1064.The geoid height was determined by GEOID03.
 OM1064
 OM1064;                    North         East     Units Scale Factor Converg.
 OM1064;SPC WI S     -   121,018.897   651,763.476   MT  0.99994745   +0 26 12.6
 OM1064;SPC WI S     -   397,042.83  2,138,327.34   sFT  0.99994745   +0 26 12.6
 OM1064;UTM  16      - 4,773,255.394   307,564.854   MT  1.00005557   -1 36 56.0
 OM1064
 OM1064                          SUPERSEDED SURVEY CONTROL
 OM1064
 OM1064  NAD 83(1986)-  43 05 15.34259(N)    089 21 51.26993(W) AD(       ) 4
 OM1064  NAD 27      -  43 05 15.35500(N)    089 21 50.84900(W) AD(       ) 3
 OM1064
 OM1064.Superseded values are not recommended for survey control.
 OM1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1064.See file dsdata.txt to determine how the superseded data were derived.
 OM1064
 OM1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0756573255(NAD 83)
 OM1064_MARKER: 63 = STACK
 OM1064
 OM1064  HISTORY     - Date     Condition        Report By
 OM1064  HISTORY     - 1958     FIRST OBSERVED   CGS
 OM1064  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 OM1064
 OM1064                          STATION DESCRIPTION
 OM1064
 OM1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1064'THE STATION IS THE CENTER OF THE TOP OF THE STACK LOCATED
 OM1064'ABOUT 200 FEET SOUTH OF THE INTERSECTION OF EAST WASHINGTON
 OM1064'STREET AND NORTH DICKINSON STREET.  IT IS THE MOST WESTERLY
 OM1064'ONE OF TWO STACKS LOCATED ABOUT TWO BLOCKS APART.  IT IS
 OM1064'A RED BRICK STACK AND THE OVERALL HEIGHT IS APPROXIMATELY
 OM1064'155 FEET.
 OM1064
 OM1064                          STATION RECOVERY (1988)
 OM1064
 OM1064'RECOVERY NOTE BY US POWER SQUADRON 1988 (MLB)
 OM1064'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4910 ***********************************************************************
 DG4910  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4910  DESIGNATION -  MADISON GPS
 DG4910  PID         -  DG4910
 DG4910  STATE/COUNTY-  WI/DANE
 DG4910  USGS QUAD   -  WAUNAKEE (1983)
 DG4910
 DG4910                         *CURRENT SURVEY CONTROL
 DG4910  ___________________________________________________________________
 DG4910* NAD 83(1997)-  43 08 08.43772(N)    089 22 30.82211(W)     ADJUSTED  
 DG4910* NAVD 88     -       272.26   (meters)     893.2    (feet)  GPS OBS   
 DG4910  ___________________________________________________________________
 DG4910  X           -      50,833.134 (meters)                     COMP
 DG4910  Y           -  -4,661,556.987 (meters)                     COMP
 DG4910  Z           -   4,338,675.855 (meters)                     COMP
 DG4910  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 DG4910  ELLIP HEIGHT-         237.87  (meters)          (04/02/04) GPS OBS
 DG4910  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 DG4910
 DG4910  HORZ ORDER  -  FIRST
 DG4910  ELLP ORDER  -  FOURTH    CLASS I
 DG4910
 DG4910.The horizontal coordinates were established by GPS observations
 DG4910.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4910
 DG4910.The orthometric height was determined by GPS observations and a
 DG4910.high-resolution geoid model using precise GPS observation and
 DG4910.processing techniques.
 DG4910
 DG4910.Photographs are available for this station.
 DG4910
 DG4910.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4910
 DG4910.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4910
 DG4910.The ellipsoidal height was determined by GPS observations
 DG4910.and is referenced to NAD 83.
 DG4910
 DG4910.The geoid height was determined by GEOID03.
 DG4910
 DG4910;                    North         East     Units Scale Factor Converg.
 DG4910;SPC WI S     -   126,353.103   650,828.887   MT  0.99994323   +0 25 45.4
 DG4910;SPC WI S     -   414,543.47  2,135,261.11   sFT  0.99994323   +0 25 45.4
 DG4910;UTM  16      - 4,778,620.259   306,821.883   MT  1.00005909   -1 37 28.2
 DG4910
 DG4910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4910!SPC WI S     -   0.99996270  x   0.99994323  =   0.99990593
 DG4910!UTM  16      -   0.99996270  x   1.00005909  =   1.00002179
 DG4910
 DG4910                          SUPERSEDED SURVEY CONTROL
 DG4910
 DG4910.No superseded survey control is available for this station.
 DG4910
 DG4910_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0682278620(NAD 83)
 DG4910_MARKER: DD = SURVEY DISK
 DG4910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4910_STAMPING: MADISON GPS 2002
 DG4910_MARK LOGO: WIDT  
 DG4910_PROJECTION: FLUSH
 DG4910_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4910+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4910
 DG4910  HISTORY     - Date     Condition        Report By
 DG4910  HISTORY     - 2001     MONUMENTED       WIDT
 DG4910
 DG4910                          STATION DESCRIPTION
 DG4910
 DG4910'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4910'THE STATION IS LOCATED IN MADISON.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 DG4910'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DG4910'HIGHWAY 19 WITH STATE HIGHWAY 113 ABOUT 3 KM EAST OF THE VILLAGE OF
 DG4910'WAUNAKEE, GO SOUTH, THEN SOUTHEAST ON STATE HIGHWAY 113 SOUTH FOR 7.5
 DG4910'KM TO GOODWILL DRIVE ON THE LEFT AND GOODLAND DRIVE ON THE RIGHT,
 DG4910'CONTINUE SOUTH ON STATE HIGHWAY 113 SOUTH FOR 0.2 KM TO THE STATION ON
 DG4910'THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DG4910'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DG4910'A 41-CM DIAMETER CONCRETE POST ABOUT 1 M ABOVE THE HIGHWAY PAVEMENT.
 DG4910'THE STATION IS 9.5 M NORTH-NORTHEAST OF THE CENTERLINE OF THE
 DG4910'NORTHBOUND LANES OF STATE HIGHWAY 113, 73 M WEST OF SUPPORT POLE FOR A
 DG4910'POWER POLE, 68 M WEST OF A METAL POST FOR A --NO PARKING ANYTIME--
 DG4910'SIGN, AND 12.5 M SOUTH-SOUTHWEST OF A CHAIN LINK FENCE.  ---NOTE---THE
 DG4910'STATION IS 0.5 M SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 DG4910'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DG4910'THAN 15 DEGREES ABOVE THE HORIZON.
 DG4910' 
 DG4910'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1088 ***********************************************************************
 OM1088  DESIGNATION -  MADISON GREYHOUND BUS CO MAST
 OM1088  PID         -  OM1088
 OM1088  STATE/COUNTY-  WI/DANE
 OM1088  USGS QUAD   -  MADISON WEST (1983)
 OM1088
 OM1088                         *CURRENT SURVEY CONTROL
 OM1088  ___________________________________________________________________
 OM1088* NAD 83(1991)-  43 01 09.67045(N)    089 22 32.63425(W)     ADJUSTED  
 OM1088* NAVD 88     -                                                        
 OM1088  ___________________________________________________________________
 OM1088  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 OM1088  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 OM1088
 OM1088  HORZ ORDER  -  THIRD
 OM1088
 OM1088.The horizontal coordinates were established by classical geodetic methods
 OM1088.and adjusted by the National Geodetic Survey in November 1991..
 OM1088
 OM1088
 OM1088.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1088
 OM1088.The geoid height was determined by GEOID03.
 OM1088
 OM1088;                    North         East     Units Scale Factor Converg.
 OM1088;SPC WI S     -   113,430.869   650,884.676   MT  0.99995463   +0 25 44.2
 OM1088;SPC WI S     -   372,147.78  2,135,444.14   sFT  0.99995463   +0 25 44.2
 OM1088;UTM  16      - 4,765,702.874   306,414.883   MT  1.00006104   -1 37 16.8
 OM1088
 OM1088                          SUPERSEDED SURVEY CONTROL
 OM1088
 OM1088  NAD 83(1986)-  43 01 09.66220(N)    089 22 32.63601(W) AD(       ) 4
 OM1088  NAD 27      -  43 01 09.67100(N)    089 22 32.19900(W) AD(       ) 3
 OM1088
 OM1088.Superseded values are not recommended for survey control.
 OM1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1088.See file dsdata.txt to determine how the superseded data were derived.
 OM1088
 OM1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0641565703(NAD 83)
 OM1088
 OM1088  HISTORY     - Date     Condition        Report By
 OM1088  HISTORY     - 1958     FIRST OBSERVED   CGS
 OM1088  HISTORY     - 20021227 GOOD             USPSQD
 OM1088
 OM1088                          STATION DESCRIPTION
 OM1088
 OM1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1088'THE STATION IS THE CENTER OF THE TOP OF THE MAST LOCATED ON
 OM1088'U.S. HIGHWAY 14 ABOUT 4 MILES SOUTH OF THE CAPITOL BUILDING IN
 OM1088'MADISON.  IT IS A GUYED STEEL STRUCTURE 165 FEET HIGH.  IT IS
 OM1088'PAINTED ALTERNATELY IN SECTIONS OF INTERNATIONAL RED AND WHITE.
 OM1088
 OM1088                          STATION RECOVERY (2002)
 OM1088
 OM1088'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM1088'RECOVERED IN GOOD CONDITION. IT IS EAST OF OREGON ROAD (COUNTY HIGHWAY
 OM1088'MM - FORMERLY HIGHWAY 14) AND SOUTH OF THE JUNCTION OF LARSEN ROAD
 OM1088'ABOUT 100 FEET NORTH OF A PRIVATE HOME AT 3016 ON A HILL AMONGST
 OM1088'TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1084 ***********************************************************************
 OM1084  DESIGNATION -  MADISON LADY QUEEN OF PEACE CH
 OM1084  PID         -  OM1084
 OM1084  STATE/COUNTY-  WI/DANE
 OM1084  USGS QUAD   -  MADISON WEST (1983)
 OM1084
 OM1084                         *CURRENT SURVEY CONTROL
 OM1084  ___________________________________________________________________
 OM1084* NAD 83(1991)-  43 03 36.30696(N)    089 26 47.49989(W)     ADJUSTED  
 OM1084* NAVD 88     -                                                        
 OM1084  ___________________________________________________________________
 OM1084  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 OM1084  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 OM1084
 OM1084  HORZ ORDER  -  THIRD
 OM1084
 OM1084.The horizontal coordinates were established by classical geodetic methods
 OM1084.and adjusted by the National Geodetic Survey in November 1991..
 OM1084
 OM1084
 OM1084.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1084
 OM1084.The geoid height was determined by GEOID03.
 OM1084
 OM1084;                    North         East     Units Scale Factor Converg.
 OM1084;SPC WI S     -   117,914.903   645,084.085   MT  0.99995018   +0 22 49.1
 OM1084;SPC WI S     -   386,859.14  2,116,413.37   sFT  0.99995018   +0 22 49.1
 OM1084;UTM  16      - 4,770,392.183   300,777.778   MT  1.00008828   -1 40 15.4
 OM1084
 OM1084                          SUPERSEDED SURVEY CONTROL
 OM1084
 OM1084  NAD 83(1986)-  43 03 36.29872(N)    089 26 47.50281(W) AD(       ) 4
 OM1084  NAD 27      -  43 03 36.31600(N)    089 26 47.06400(W) AD(       ) 3
 OM1084
 OM1084.Superseded values are not recommended for survey control.
 OM1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1084.See file dsdata.txt to determine how the superseded data were derived.
 OM1084
 OM1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0077870392(NAD 83)
 OM1084_MARKER: 90 = CHURCH SPIRE
 OM1084
 OM1084  HISTORY     - Date     Condition        Report By
 OM1084  HISTORY     - 1958     FIRST OBSERVED   CGS
 OM1084  HISTORY     - 1988     GOOD             USPSQD
 OM1084  HISTORY     - 19970208 GOOD             USPSQD
 OM1084  HISTORY     - 20021227 GOOD             USPSQD
 OM1084
 OM1084                          STATION DESCRIPTION
 OM1084
 OM1084'DESCRIBED BY US POWER SQUADRON 1988 (MLB)
 OM1084'RECOVERED IN GOOD CONDITION.
 OM1084
 OM1084                          STATION RECOVERY (1997)
 OM1084
 OM1084'RECOVERY NOTE BY US POWER SQUADRON 1997
 OM1084'RECOVERED IN GOOD CONDITION.
 OM1084
 OM1084                          STATION RECOVERY (2002)
 OM1084
 OM1084'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM1084'RECOVERED IN GOOD CONDITION.  IT IS ON THE SOUTHWEST CORNER OF MINERAL
 OM1084'POINT ROAD AND SOUTH OWEN DRIVE. IT WAS BUILT IN 1954 AND IS A BEIGE
 OM1084'COLORED STONE BUILDING WITH A TRAPAZOIDAL SHAPED CONCRETE BLOCK
 OM1084'VERTICAL COLUMN WITH AN APPROXIMATE 20 FOOT WHITE CROSS ATOP ON THE
 OM1084'WEST SIDE OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1069 ***********************************************************************
 OM1069  DESIGNATION -  MADISON MUNICIPAL STANDPIPE
 OM1069  PID         -  OM1069
 OM1069  STATE/COUNTY-  WI/DANE
 OM1069  USGS QUAD   -  MADISON EAST (1983)
 OM1069
 OM1069                         *CURRENT SURVEY CONTROL
 OM1069  ___________________________________________________________________
 OM1069* NAD 83(1991)-  43 04 19.10839(N)    089 18 56.67097(W)     ADJUSTED  
 OM1069* NAVD 88     -                                                        
 OM1069  ___________________________________________________________________
 OM1069  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 OM1069  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 OM1069
 OM1069  HORZ ORDER  -  THIRD
 OM1069
 OM1069.The horizontal coordinates were established by classical geodetic methods
 OM1069.and adjusted by the National Geodetic Survey in November 1991..
 OM1069
 OM1069
 OM1069.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1069
 OM1069.The geoid height was determined by GEOID03.
 OM1069
 OM1069;                    North         East     Units Scale Factor Converg.
 OM1069;SPC WI S     -   119,314.685   655,726.427   MT  0.99994897   +0 28 12.6
 OM1069;SPC WI S     -   391,451.60  2,151,329.12   sFT  0.99994897   +0 28 12.6
 OM1069;UTM  16      - 4,771,410.180   311,464.618   MT  1.00003729   -1 34 54.9
 OM1069
 OM1069                          SUPERSEDED SURVEY CONTROL
 OM1069
 OM1069  NAD 83(1986)-  43 04 19.10121(N)    089 18 56.67292(W) AD(       ) 4
 OM1069  NAD 27      -  43 04 19.10500(N)    089 18 56.24800(W) AD(       ) 3
 OM1069
 OM1069.Superseded values are not recommended for survey control.
 OM1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1069.See file dsdata.txt to determine how the superseded data were derived.
 OM1069
 OM1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1146571410(NAD 83)
 OM1069_MARKER: 52 = STANDPIPE TANK
 OM1069
 OM1069  HISTORY     - Date     Condition        Report By
 OM1069  HISTORY     - 1958     FIRST OBSERVED   CGS
 OM1069  HISTORY     - 1988     GOOD             USPSQD
 OM1069  HISTORY     - 19950429 GOOD             USPSQD
 OM1069  HISTORY     - 20021227 GOOD             USPSQD
 OM1069
 OM1069                          STATION DESCRIPTION
 OM1069
 OM1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1069'THE STATION IS THE CENTER OF THE TOP OF THE STANDPIPE LOCATED
 OM1069'ABOUT 3.5 MILES EAST OF THE CAPITOL BUILDING IN MADISON, ABOUT
 OM1069'300 FEET NORTH OF SPAANEM AVENUE AND ABOUT 100 FEET WEST OF
 OM1069'ALLIS AVENUE.  IT IS A SELF SUPPORTING STEEL STRUCTURE PAINTED
 OM1069'WHITE.  THE OVERALL HEIGHT IS 120 FEET AND THE DIAMETER IS
 OM1069'ABOUT 75 FEET.
 OM1069'
 OM1069'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 OM1069'MADISON AND THE DISTANCE IS 83.9 FEET.
 OM1069
 OM1069                          STATION RECOVERY (1988)
 OM1069
 OM1069'RECOVERY NOTE BY US POWER SQUADRON 1988 (MLB)
 OM1069'RECOVERED IN GOOD CONDITION.
 OM1069
 OM1069                          STATION RECOVERY (1995)
 OM1069
 OM1069'RECOVERY NOTE BY US POWER SQUADRON 1995
 OM1069'RECOVERED IN GOOD CONDITION.
 OM1069
 OM1069                          STATION RECOVERY (2002)
 OM1069
 OM1069'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM1069'RECOVERED IN GOOD CONDITION.  IT IS ABOUT 300 FEET NORTH OF ALLIS
 OM1069'AVENUE, 100 FEET WEST OF SPAANAM AVENUE AND 50 FEET EAST OF SHAFFER
 OM1069'AVENUE.  IT IS NOW PAINTED GREEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1080 ***********************************************************************
 OM1080  DESIGNATION -  MADISON MUNICIPAL TANK
 OM1080  PID         -  OM1080
 OM1080  STATE/COUNTY-  WI/DANE
 OM1080  USGS QUAD   -  MADISON WEST (1983)
 OM1080
 OM1080                         *CURRENT SURVEY CONTROL
 OM1080  ___________________________________________________________________
 OM1080* NAD 83(1991)-  43 02 14.65426(N)    089 26 50.51686(W)     ADJUSTED  
 OM1080* NAVD 88     -                                                        
 OM1080  ___________________________________________________________________
 OM1080  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 OM1080  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 OM1080
 OM1080  HORZ ORDER  -  THIRD
 OM1080
 OM1080.The horizontal coordinates were established by classical geodetic methods
 OM1080.and adjusted by the National Geodetic Survey in November 1991..
 OM1080
 OM1080
 OM1080.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1080
 OM1080.The geoid height was determined by GEOID03.
 OM1080
 OM1080;                    North         East     Units Scale Factor Converg.
 OM1080;SPC WI S     -   115,394.878   645,032.520   MT  0.99995260   +0 22 47.0
 OM1080;SPC WI S     -   378,591.36  2,116,244.19   sFT  0.99995260   +0 22 47.0
 OM1080;UTM  16      - 4,767,875.272   300,636.042   MT  1.00008898   -1 40 14.9
 OM1080
 OM1080                          SUPERSEDED SURVEY CONTROL
 OM1080
 OM1080  NAD 83(1986)-  43 02 14.64583(N)    089 26 50.51881(W) AD(       ) 4
 OM1080  NAD 27      -  43 02 14.66000(N)    089 26 50.08300(W) AD(       ) 3
 OM1080
 OM1080.Superseded values are not recommended for survey control.
 OM1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1080.See file dsdata.txt to determine how the superseded data were derived.
 OM1080
 OM1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0063667875(NAD 83)
 OM1080_MARKER: 53 = ELEVATED TANK
 OM1080
 OM1080  HISTORY     - Date     Condition        Report By
 OM1080  HISTORY     - 1958     FIRST OBSERVED   CGS
 OM1080  HISTORY     - 1962     GOOD             CGS
 OM1080  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 OM1080
 OM1080                          STATION DESCRIPTION
 OM1080
 OM1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1080'THE STATION IS THE CENTER OF THE TOP OF THE TANK, LOCATED AT
 OM1080'4251 MOHAWK DRIVE.  IT IS A SPHERICAL TYPE TANK PAINTED WHITE AND
 OM1080'THE OVERALL HEIGHT IS 105 FEET.
 OM1080'
 OM1080'NOTE THIS TANK IS LOCATED AT WELL NO. 10.
 OM1080
 OM1080                          STATION RECOVERY (1962)
 OM1080
 OM1080'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RCY)
 OM1080'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 OM1080'DESCRIBED.
 OM1080
 OM1080                          STATION RECOVERY (1988)
 OM1080
 OM1080'RECOVERY NOTE BY US POWER SQUADRON 1988 (MLB)
 OM1080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1072 ***********************************************************************
 OM1072  DESIGNATION -  MADISON OSCAR MAYER AND CO TK
 OM1072  PID         -  OM1072
 OM1072  STATE/COUNTY-  WI/DANE
 OM1072  USGS QUAD   -  MADISON EAST (1983)
 OM1072
 OM1072                         *CURRENT SURVEY CONTROL
 OM1072  ___________________________________________________________________
 OM1072* NAD 83(1991)-  43 06 36.04643(N)    089 21 27.90838(W)     ADJUSTED  
 OM1072* NAVD 88     -                                                        
 OM1072  ___________________________________________________________________
 OM1072  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 OM1072  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 OM1072
 OM1072  HORZ ORDER  -  THIRD
 OM1072
 OM1072.The horizontal coordinates were established by classical geodetic methods
 OM1072.and adjusted by the National Geodetic Survey in November 1991..
 OM1072
 OM1072
 OM1072.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1072
 OM1072.The geoid height was determined by GEOID03.
 OM1072
 OM1072;                    North         East     Units Scale Factor Converg.
 OM1072;SPC WI S     -   123,512.975   652,272.597   MT  0.99994540   +0 26 28.6
 OM1072;SPC WI S     -   405,225.49  2,139,997.68   sFT  0.99994540   +0 26 28.6
 OM1072;UTM  16      - 4,775,729.902   308,163.049   MT  1.00005274   -1 36 42.4
 OM1072
 OM1072                          SUPERSEDED SURVEY CONTROL
 OM1072
 OM1072  NAD 83(1986)-  43 06 36.03831(N)    089 21 27.91059(W) AD(       ) 4
 OM1072  NAD 27      -  43 06 36.05100(N)    089 21 27.48600(W) AD(       ) 3
 OM1072
 OM1072.Superseded values are not recommended for survey control.
 OM1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1072.See file dsdata.txt to determine how the superseded data were derived.
 OM1072
 OM1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0816375730(NAD 83)
 OM1072_MARKER: 53 = ELEVATED TANK
 OM1072
 OM1072  HISTORY     - Date     Condition        Report By
 OM1072  HISTORY     - 1958     FIRST OBSERVED   CGS
 OM1072  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 OM1072
 OM1072                          STATION DESCRIPTION
 OM1072
 OM1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1072'THE STATION IS THE CENTER OF THE TOP OF THE TANK LOCATED
 OM1072'ABOUT 300 FEET WEST OF THE INTERSECTION OF MYRTLE STREET
 OM1072'AND PACKERS AVENUE.  IT IS A FOUR LEGGED STEEL STRUCTURE
 OM1072'PAINTED SILVER.  THE TANK IS PAINTED YELLOW WITH A SILVER
 OM1072'TOP AND HAS THE NAME OSCAR MAYER ON THE EAST SIDE.  THE
 OM1072'OVERALL HEIGHT IS APPROXIMATELY 100 FEET.
 OM1072
 OM1072                          STATION RECOVERY (1988)
 OM1072
 OM1072'RECOVERY NOTE BY US POWER SQUADRON 1988 (MLB)
 OM1072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1078 ***********************************************************************
 OM1078  DESIGNATION -  MADISON RAD STA FSF 982 MAST
 OM1078  PID         -  OM1078
 OM1078  STATE/COUNTY-  WI/DANE
 OM1078  USGS QUAD   -  MADISON WEST (1983)
 OM1078
 OM1078                         *CURRENT SURVEY CONTROL
 OM1078  ___________________________________________________________________
 OM1078* NAD 83(1991)-  43 04 20.76413(N)    089 22 56.54573(W)     ADJUSTED  
 OM1078* NAVD 88     -                                                        
 OM1078  ___________________________________________________________________
 OM1078  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 OM1078  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 OM1078
 OM1078  HORZ ORDER  -  THIRD
 OM1078
 OM1078.The horizontal coordinates were established by classical geodetic methods
 OM1078.and adjusted by the National Geodetic Survey in November 1991..
 OM1078
 OM1078
 OM1078.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1078
 OM1078.The geoid height was determined by GEOID03.
 OM1078
 OM1078;                    North         East     Units Scale Factor Converg.
 OM1078;SPC WI S     -   119,323.416   650,299.609   MT  0.99994892   +0 25 27.7
 OM1078;SPC WI S     -   391,480.24  2,133,524.63   sFT  0.99994892   +0 25 27.7
 OM1078;UTM  16      - 4,771,613.237   306,041.044   MT  1.00006282   -1 37 38.9
 OM1078
 OM1078                          SUPERSEDED SURVEY CONTROL
 OM1078
 OM1078  NAD 83(1986)-  43 04 20.75585(N)    089 22 56.54853(W) AD(       ) 4
 OM1078  NAD 27      -  43 04 20.77700(N)    089 22 56.11500(W) AD(       ) 3
 OM1078
 OM1078.Superseded values are not recommended for survey control.
 OM1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1078.See file dsdata.txt to determine how the superseded data were derived.
 OM1078
 OM1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0604171613(NAD 83)
 OM1078_MARKER: 42 = RADIO/TV MAST
 OM1078
 OM1078  HISTORY     - Date     Condition        Report By
 OM1078  HISTORY     - 1958     FIRST OBSERVED   CGS
 OM1078  HISTORY     - 19950429 GOOD             USPSQD
 OM1078  HISTORY     - 20040822 GOOD             GEOCAC
 OM1078
 OM1078                          STATION DESCRIPTION
 OM1078
 OM1078'DESCRIBED BY US POWER SQUADRON 1995
 OM1078'RECOVERED IN GOOD CONDITION.
 OM1078
 OM1078                          STATION RECOVERY (2004)
 OM1078
 OM1078'RECOVERY NOTE BY GEOCACHING 2004 (RPM)
 OM1078'STATION OBSERVED IS THE RED BEACON LIGHT ATOP A RADIO MAST
 OM1078'WHICH IS PAINTED IN RED AND WHITE BANDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1089 ***********************************************************************
 OM1089  DESIGNATION -  MADISON RAD STA KSA 368 MAST
 OM1089  PID         -  OM1089
 OM1089  STATE/COUNTY-  WI/DANE
 OM1089  USGS QUAD   -  MADISON WEST (1983)
 OM1089
 OM1089                         *CURRENT SURVEY CONTROL
 OM1089  ___________________________________________________________________
 OM1089* NAD 83(1991)-  43 02 22.01986(N)    089 24 16.47744(W)     ADJUSTED  
 OM1089* NAVD 88     -                                                        
 OM1089  ___________________________________________________________________
 OM1089  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 OM1089  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 OM1089
 OM1089  HORZ ORDER  -  THIRD
 OM1089
 OM1089.The horizontal coordinates were established by classical geodetic methods
 OM1089.and adjusted by the National Geodetic Survey in November 1991..
 OM1089
 OM1089
 OM1089.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1089
 OM1089.The geoid height was determined by GEOID03.
 OM1089
 OM1089;                    North         East     Units Scale Factor Converg.
 OM1089;SPC WI S     -   115,646.161   648,517.566   MT  0.99995237   +0 24 32.8
 OM1089;SPC WI S     -   379,415.78  2,127,678.05   sFT  0.99995237   +0 24 32.8
 OM1089;UTM  16      - 4,768,001.705   304,128.295   MT  1.00007199   -1 38 29.9
 OM1089
 OM1089                          SUPERSEDED SURVEY CONTROL
 OM1089
 OM1089  NAD 83(1986)-  43 02 22.01195(N)    089 24 16.47972(W) AD(       ) 4
 OM1089  NAD 27      -  43 02 22.02500(N)    089 24 16.04300(W) AD(       ) 3
 OM1089
 OM1089.Superseded values are not recommended for survey control.
 OM1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1089.See file dsdata.txt to determine how the superseded data were derived.
 OM1089
 OM1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0412868002(NAD 83)
 OM1089_MARKER: 42 = RADIO/TV MAST
 OM1089
 OM1089  HISTORY     - Date     Condition        Report By
 OM1089  HISTORY     - 1958     FIRST OBSERVED   CGS
 OM1089  HISTORY     - 20021227 MARK NOT FOUND   USPSQD
 OM1089
 OM1089                          STATION DESCRIPTION
 OM1089
 OM1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1089'THE STATION IS THE CENTER OF THE TOP OF THE STATE POLICE RADIO
 OM1089'MAST, KSA 368, LOCATED ATOP THE DANE COUNTY HIGHWAY DEPT.
 OM1089'BUILDING, 310 FEET NORTH AND 154 FEET WEST OF THE EAST 1/4
 OM1089'CORNER OF SECTION 34, T. 7 N, R. 9 E.  IT IS A GUYED STEEL
 OM1089'STRUCTURE PAINTED GREY.  THE BUILDING IS 30 FEET HIGH AND THE
 OM1089'MAST IS 130 FEET ABOVE THE TOP OF THE BUILDING.
 OM1089
 OM1089                          STATION RECOVERY (2002)
 OM1089
 OM1089'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM1089'NOT FOUND. THE DANE COUNTY HIGHWAY DEPT. BUILDING IS AT 2302 FISH
 OM1089'HATCHERY ROAD AND IS AT THE NORTHWEST CORNER OF WEST BADGER ROAD AND
 OM1089'FISH HATCHERY ROAD.  THE BUILDING HAS A SHORT MAST ATOP ABOUT 15 FEET
 OM1089'HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1091 ***********************************************************************
 OM1091  DESIGNATION -  MADISON RAD STA WHA E TWR
 OM1091  PID         -  OM1091
 OM1091  STATE/COUNTY-  WI/DANE
 OM1091  USGS QUAD   -  MADISON WEST (1983)
 OM1091
 OM1091                         *CURRENT SURVEY CONTROL
 OM1091  ___________________________________________________________________
 OM1091* NAD 83(1991)-  43 02 30.29248(N)    089 24 19.70125(W)     ADJUSTED  
 OM1091* NAVD 88     -                                                        
 OM1091  ___________________________________________________________________
 OM1091  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 OM1091  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 OM1091
 OM1091  HORZ ORDER  -  THIRD
 OM1091
 OM1091.The horizontal coordinates were established by classical geodetic methods
 OM1091.and adjusted by the National Geodetic Survey in November 1991..
 OM1091
 OM1091
 OM1091.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1091
 OM1091.The geoid height was determined by GEOID03.
 OM1091
 OM1091;                    North         East     Units Scale Factor Converg.
 OM1091;SPC WI S     -   115,900.909   648,442.778   MT  0.99995212   +0 24 30.6
 OM1091;SPC WI S     -   380,251.57  2,127,432.68   sFT  0.99995212   +0 24 30.6
 OM1091;UTM  16      - 4,768,258.997   304,062.663   MT  1.00007231   -1 38 32.4
 OM1091
 OM1091                          SUPERSEDED SURVEY CONTROL
 OM1091
 OM1091  NAD 83(1986)-  43 02 30.28424(N)    089 24 19.70333(W) AD(       ) 4
 OM1091  NAD 27      -  43 02 30.29800(N)    089 24 19.26600(W) AD(       ) 3
 OM1091
 OM1091.Superseded values are not recommended for survey control.
 OM1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1091.See file dsdata.txt to determine how the superseded data were derived.
 OM1091
 OM1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0406368259(NAD 83)
 OM1091_MARKER: 55 = TOWER
 OM1091
 OM1091  HISTORY     - Date     Condition        Report By
 OM1091  HISTORY     - 1958     FIRST OBSERVED   CGS
 OM1091  HISTORY     - 1962     GOOD             CGS
 OM1091  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 OM1091
 OM1091                          STATION DESCRIPTION
 OM1091
 OM1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1091'THE STATION IS THE CENTER OF THE TOP OF THE MOST EASTERLY ONE
 OM1091'OF TWO MASTS CONNECTED TOGETHER WITH AN AERIAL WIRE, LOCATED
 OM1091'ABOUT 0.25 MILE NORTHWEST OF THE DANE COUNTY HIGHWAY DEPT.
 OM1091'BUILDING AND ABOUT 500 FEET WEST OF FISH HATCHERY ROAD.  IT IS
 OM1091'A FOUR LEGGED, SELF SUPPORTING STEEL STRUCTURE 204 FEET HIGH,
 OM1091'PAINTED ALTERNATELY IN SECTION OF INTERNATIONAL RED AND WHITE.
 OM1091
 OM1091                          STATION RECOVERY (1962)
 OM1091
 OM1091'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RCY)
 OM1091'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 OM1091'DESCRIBED.
 OM1091
 OM1091                          STATION RECOVERY (1988)
 OM1091
 OM1091'RECOVERY NOTE BY US POWER SQUADRON 1988 (MLB)
 OM1091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1087 ***********************************************************************
 OM1087  DESIGNATION -  MADISON RAD STA WISC FM TOWER
 OM1087  PID         -  OM1087
 OM1087  STATE/COUNTY-  WI/DANE
 OM1087  USGS QUAD   -  MADISON WEST (1983)
 OM1087
 OM1087                         *CURRENT SURVEY CONTROL
 OM1087  ___________________________________________________________________
 OM1087* NAD 83(1991)-  43 01 31.33904(N)    089 23 45.98470(W)     ADJUSTED  
 OM1087* NAVD 88     -                                                        
 OM1087  ___________________________________________________________________
 OM1087  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 OM1087  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 OM1087
 OM1087  HORZ ORDER  -  THIRD
 OM1087
 OM1087.The horizontal coordinates were established by classical geodetic methods
 OM1087.and adjusted by the National Geodetic Survey in November 1991..
 OM1087
 OM1087
 OM1087.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1087
 OM1087.The geoid height was determined by GEOID03.
 OM1087
 OM1087;                    North         East     Units Scale Factor Converg.
 OM1087;SPC WI S     -   114,087.266   649,219.068   MT  0.99995394   +0 24 53.8
 OM1087;SPC WI S     -   374,301.31  2,129,979.56   sFT  0.99995394   +0 24 53.8
 OM1087;UTM  16      - 4,766,418.521   304,773.644   MT  1.00006889   -1 38 07.6
 OM1087
 OM1087                          SUPERSEDED SURVEY CONTROL
 OM1087
 OM1087  NAD 83(1986)-  43 01 31.33084(N)    089 23 45.98653(W) AD(       ) 4
 OM1087  NAD 27      -  43 01 31.34400(N)    089 23 45.55200(W) AD(       ) 3
 OM1087
 OM1087.Superseded values are not recommended for survey control.
 OM1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1087.See file dsdata.txt to determine how the superseded data were derived.
 OM1087
 OM1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0477466419(NAD 83)
 OM1087_MARKER: 55 = TOWER
 OM1087
 OM1087  HISTORY     - Date     Condition        Report By
 OM1087  HISTORY     - 1958     FIRST OBSERVED   CGS
 OM1087  HISTORY     - 20021228 GOOD             USPSQD
 OM1087
 OM1087                          STATION DESCRIPTION
 OM1087
 OM1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1087'THE STATION IS THE CENTER OF THE TOP OF THE MOST NORTHERLY ONE OF
 OM1087'THREE TOWERS LOCATED NEAR THE JUNCTION OF NINE SPRING CREEK AND
 OM1087'SYENE ROAD.  IT IS A FOUR LEGGED SELF SUPPORTING STEEL STRUCTURE
 OM1087'PAINTED IN ALTERNATE SECTIONS OF INTERNATIONAL RED AND WHITE.
 OM1087'THE OVERALL HEIGHT IS APPROXIMATELY 205 FEET HIGH.
 OM1087
 OM1087                          STATION RECOVERY (2002)
 OM1087
 OM1087'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM1087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1090 ***********************************************************************
 OM1090  DESIGNATION -  MADISON RADIO STA KSA 293 TWR
 OM1090  PID         -  OM1090
 OM1090  STATE/COUNTY-  WI/DANE
 OM1090  USGS QUAD   -  MADISON WEST (1983)
 OM1090
 OM1090                         *CURRENT SURVEY CONTROL
 OM1090  ___________________________________________________________________
 OM1090* NAD 83(1991)-  43 03 54.80764(N)    089 26 23.99924(W)     ADJUSTED  
 OM1090* NAVD 88     -                                                        
 OM1090  ___________________________________________________________________
 OM1090  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 OM1090  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 OM1090
 OM1090  HORZ ORDER  -  THIRD
 OM1090
 OM1090.The horizontal coordinates were established by classical geodetic methods
 OM1090.and adjusted by the National Geodetic Survey in November 1991..
 OM1090
 OM1090
 OM1090.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1090
 OM1090.The geoid height was determined by GEOID03.
 OM1090
 OM1090;                    North         East     Units Scale Factor Converg.
 OM1090;SPC WI S     -   118,489.332   645,611.990   MT  0.99994965   +0 23 05.2
 OM1090;SPC WI S     -   388,743.75  2,118,145.34   sFT  0.99994965   +0 23 05.2
 OM1090;UTM  16      - 4,770,947.423   301,325.982   MT  1.00008559   -1 39 59.9
 OM1090
 OM1090                          SUPERSEDED SURVEY CONTROL
 OM1090
 OM1090  NAD 83(1986)-  43 03 54.79950(N)    089 26 24.00083(W) AD(       ) 4
 OM1090  NAD 27      -  43 03 54.81500(N)    089 26 23.56800(W) AD(       ) 3
 OM1090
 OM1090.Superseded values are not recommended for survey control.
 OM1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1090.See file dsdata.txt to determine how the superseded data were derived.
 OM1090
 OM1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0132670947(NAD 83)
 OM1090_MARKER: 55 = TOWER
 OM1090
 OM1090  HISTORY     - Date     Condition        Report By
 OM1090  HISTORY     - 1958     FIRST OBSERVED   CGS
 OM1090  HISTORY     - 1973     GOOD             UWI
 OM1090  HISTORY     - 1988     GOOD             USPSQD
 OM1090  HISTORY     - 20021227 MARK NOT FOUND   USPSQD
 OM1090
 OM1090                          STATION DESCRIPTION
 OM1090
 OM1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1090'THE STATION IS THE CENTER OF THE TOP OF THE STATE POLICE
 OM1090'RADIO TOWER KSA 293 WHICH IS LOCATED AT 125 LARKIN ROAD.  IT IS A
 OM1090'FOUR LEGGED SELF SUPPORTING STEEL STRUCTURE 284 FEET HIGH,
 OM1090'PAINTED IN ALTERNATE SECTIONS OF INTERNATIONAL RED AND WHITE.
 OM1090
 OM1090                          STATION RECOVERY (1973)
 OM1090
 OM1090'RECOVERY NOTE BY UNIVERSITY OF WISCONSIN 1973 (GRS)
 OM1090'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
 OM1090'
 OM1090'THE RADIO STATION IS NOW OPERATED BY THE CITY OF MADISON POLICE
 OM1090'DEPARTMENT.
 OM1090
 OM1090                          STATION RECOVERY (1988)
 OM1090
 OM1090'RECOVERY NOTE BY US POWER SQUADRON 1988 (MLB)
 OM1090'RECOVERED IN GOOD CONDITION.
 OM1090
 OM1090                          STATION RECOVERY (2002)
 OM1090
 OM1090'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM1090'NOT FOUND. THE TOWER LOCATED AT THE SITE IS A THREE LEGGED TOWER, NOT
 OM1090'FOUR LEGGED AS DESCRIBED IN 1958.  IT IS ON THE WEST SIDE OF LARKIN
 OM1090'ROAD AT THE T-INTERSECTION WITH PLYMOUTH CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1073 ***********************************************************************
 OM1073  DESIGNATION -  MADISON RADIO STA WMFM MAST
 OM1073  PID         -  OM1073
 OM1073  STATE/COUNTY-  WI/DANE
 OM1073  USGS QUAD   -  MADISON EAST (1983)
 OM1073
 OM1073                         *CURRENT SURVEY CONTROL
 OM1073  ___________________________________________________________________
 OM1073* NAD 83(1991)-  43 05 35.26208(N)    089 21 13.49144(W)     ADJUSTED  
 OM1073* NAVD 88     -                                                        
 OM1073  ___________________________________________________________________
 OM1073  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 OM1073  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 OM1073
 OM1073  HORZ ORDER  -  THIRD
 OM1073
 OM1073.The horizontal coordinates were established by classical geodetic methods
 OM1073.and adjusted by the National Geodetic Survey in November 1991..
 OM1073
 OM1073
 OM1073.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1073
 OM1073.The geoid height was determined by GEOID03.
 OM1073
 OM1073;                    North         East     Units Scale Factor Converg.
 OM1073;SPC WI S     -   121,639.867   652,613.070   MT  0.99994693   +0 26 38.6
 OM1073;SPC WI S     -   399,080.13  2,141,114.71   sFT  0.99994693   +0 26 38.6
 OM1073;UTM  16      - 4,773,845.601   308,436.237   MT  1.00005145   -1 36 30.7
 OM1073
 OM1073                          SUPERSEDED SURVEY CONTROL
 OM1073
 OM1073  NAD 83(1986)-  43 05 35.25392(N)    089 21 13.49372(W) AD(       ) 4
 OM1073  NAD 27      -  43 05 35.26700(N)    089 21 13.07200(W) AD(       ) 3
 OM1073
 OM1073.Superseded values are not recommended for survey control.
 OM1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1073.See file dsdata.txt to determine how the superseded data were derived.
 OM1073
 OM1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0843673846(NAD 83)
 OM1073_MARKER: 42 = RADIO/TV MAST
 OM1073
 OM1073  HISTORY     - Date     Condition        Report By
 OM1073  HISTORY     - 1958     FIRST OBSERVED   CGS
 OM1073  HISTORY     - 1962     GOOD             CGS
 OM1073  HISTORY     - 1988     GOOD             USPSQD
 OM1073  HISTORY     - 20021227 MARK NOT FOUND   USPSQD
 OM1073
 OM1073                          STATION DESCRIPTION
 OM1073
 OM1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1073'THE STATION IS THE CENTER OF THE TOP OF THE MAST LOCATED
 OM1073'AT 2047 WINNEBAGO STREET.  IT IS A SELF SUPPORTING STEEL
 OM1073'STRUCTURE PAINTED ALTERNATELY IN SECTIONS OF INTERNATIONAL
 OM1073'RED AND WHITE.  THE OVERALL HEIGHT IS 160 FEET.
 OM1073
 OM1073                          STATION RECOVERY (1962)
 OM1073
 OM1073'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RCY)
 OM1073'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION
 OM1073'AS DESCRIBED.
 OM1073
 OM1073                          STATION RECOVERY (1988)
 OM1073
 OM1073'RECOVERY NOTE BY US POWER SQUADRON 1988 (MLB)
 OM1073'RECOVERED IN GOOD CONDITION.
 OM1073
 OM1073                          STATION RECOVERY (2002)
 OM1073
 OM1073'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM1073'NOT FOUND. THE MAST WAS TAKEN DOWN BUT THE BUILDING AT THE SITE
 OM1073'REMAINS AT 2057 WINNEBAGO STREET AND IS OCCUPIED BY ANOTHER PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1098 ***********************************************************************
 OM1098  DESIGNATION -  MADISON RADIO STA WIBA TWR
 OM1098  PID         -  OM1098
 OM1098  STATE/COUNTY-  WI/DANE
 OM1098  USGS QUAD   -  MADISON WEST (1983)
 OM1098
 OM1098                         *CURRENT SURVEY CONTROL
 OM1098  ___________________________________________________________________
 OM1098* NAD 83(1991)-  43 00 00.17212(N)    089 25 47.42037(W)     ADJUSTED  
 OM1098* NAVD 88     -                                                        
 OM1098  ___________________________________________________________________
 OM1098  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 OM1098  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 OM1098
 OM1098  HORZ ORDER  -  THIRD
 OM1098
 OM1098.The horizontal coordinates were established by classical geodetic methods
 OM1098.and adjusted by the National Geodetic Survey in November 1991..
 OM1098
 OM1098
 OM1098.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1098
 OM1098.The geoid height was determined by GEOID03.
 OM1098
 OM1098;                    North         East     Units Scale Factor Converg.
 OM1098;SPC WI S     -   111,254.768   646,489.079   MT  0.99995692   +0 23 30.3
 OM1098;SPC WI S     -   365,008.35  2,121,022.92   sFT  0.99995692   +0 23 30.3
 OM1098;UTM  16      - 4,763,685.159   301,943.743   MT  1.00008259   -1 39 27.7
 OM1098
 OM1098                          SUPERSEDED SURVEY CONTROL
 OM1098
 OM1098  NAD 83(1986)-  43 00 00.16379(N)    089 25 47.42222(W) AD(       ) 4
 OM1098  NAD 27      -  43 00 00.17200(N)    089 25 46.98500(W) AD(       ) 3
 OM1098
 OM1098.Superseded values are not recommended for survey control.
 OM1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1098.See file dsdata.txt to determine how the superseded data were derived.
 OM1098
 OM1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0194463685(NAD 83)
 OM1098_MARKER: 43 = RADIO/TV TOWER
 OM1098
 OM1098  HISTORY     - Date     Condition        Report By
 OM1098  HISTORY     - 1958     FIRST OBSERVED   CGS
 OM1098  HISTORY     - 20021227 GOOD             USPSQD
 OM1098
 OM1098                          STATION DESCRIPTION
 OM1098
 OM1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1098'THE STATION IS THE CENTER OF THE TOP OF THE TOWER LOCATED
 OM1098'NEAR THE JUNCTION OF LACY ROAD AND FISH HATCHERY ROAD.  IT IS
 OM1098'A FOUR LEGGED SELF SUPPORTING STEEL STRUCTURE PAINTED IN
 OM1098'ALTERNATE SECTIONS OF INTERNATIONAL RED AND WHITE.  THE OVERALL
 OM1098'HEIGHT IS APPROXIMATELY 300 FEET.
 OM1098
 OM1098                          STATION RECOVERY (2002)
 OM1098
 OM1098'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM1098'RECOVERED IN GOOD CONDITION.  THERE ARE TWO FOUR-LEGGED TOWERS AND ONE
 OM1098'TOWER WITH GUY WIRES AT THE SITE WHICH IS AT THE SOUTHWEST CORNER OF
 OM1098'FISH HATCHERY ROAD AND LACY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1071 ***********************************************************************
 OM1071  DESIGNATION -  MADISON RAY O VAC CO WATER TK
 OM1071  PID         -  OM1071
 OM1071  STATE/COUNTY-  WI/DANE
 OM1071  USGS QUAD   -  MADISON EAST (1983)
 OM1071
 OM1071                         *CURRENT SURVEY CONTROL
 OM1071  ___________________________________________________________________
 OM1071* NAD 83(1991)-  43 05 54.45466(N)    089 20 53.96882(W)     ADJUSTED  
 OM1071* NAVD 88     -                                                        
 OM1071  ___________________________________________________________________
 OM1071  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 OM1071  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 OM1071
 OM1071  HORZ ORDER  -  THIRD
 OM1071
 OM1071.The horizontal coordinates were established by classical geodetic methods
 OM1071.and adjusted by the National Geodetic Survey in November 1991..
 OM1071
 OM1071
 OM1071.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1071
 OM1071.The geoid height was determined by GEOID03.
 OM1071
 OM1071;                    North         East     Units Scale Factor Converg.
 OM1071;SPC WI S     -   122,235.529   653,049.929   MT  0.99994644   +0 26 52.0
 OM1071;SPC WI S     -   401,034.40  2,142,547.98   sFT  0.99994644   +0 26 52.0
 OM1071;UTM  16      - 4,774,425.293   308,894.198   MT  1.00004930   -1 36 18.0
 OM1071
 OM1071                          SUPERSEDED SURVEY CONTROL
 OM1071
 OM1071  NAD 83(1986)-  43 05 54.44659(N)    089 20 53.97101(W) AD(       ) 4
 OM1071  NAD 27      -  43 05 54.45300(N)    089 20 53.57300(W) AD(       ) 3
 OM1071
 OM1071.Superseded values are not recommended for survey control.
 OM1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1071.See file dsdata.txt to determine how the superseded data were derived.
 OM1071
 OM1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0889474425(NAD 83)
 OM1071_MARKER: 53 = ELEVATED TANK
 OM1071
 OM1071  HISTORY     - Date     Condition        Report By
 OM1071  HISTORY     - 1958     FIRST OBSERVED   CGS
 OM1071  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 OM1071
 OM1071                          STATION DESCRIPTION
 OM1071
 OM1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1071'THE STATION IS THE SILVER BALL ATOP THE WATER TANK LOCATED
 OM1071'AT 2317 WINNEBAGO STREET.  THE TANK IS SUPPORTED BY A 4
 OM1071'LEGGED STEEL STRUCTURE PAINTED SILVER AND THE OVERALL HEIGHT
 OM1071'IS APPROXIMATELY 100 FEET.
 OM1071
 OM1071                          STATION RECOVERY (1988)
 OM1071
 OM1071'RECOVERY NOTE BY US POWER SQUADRON 1988 (MLB)
 OM1071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9799 ***********************************************************************
 DF9799  DESIGNATION -  MADISON S GPS
 DF9799  PID         -  DF9799
 DF9799  STATE/COUNTY-  WI/DANE
 DF9799  USGS QUAD   -  MADISON WEST (1983)
 DF9799
 DF9799                         *CURRENT SURVEY CONTROL
 DF9799  ___________________________________________________________________
 DF9799* NAD 83(1997)-  43 02 04.94396(N)    089 23 34.06596(W)     ADJUSTED  
 DF9799* NAVD 88     -       264.538  (meters)     867.91   (feet)  ADJUSTED  
 DF9799  ___________________________________________________________________
 DF9799  X           -      49,484.975 (meters)                     COMP
 DF9799  Y           -  -4,669,229.037 (meters)                     COMP
 DF9799  Z           -   4,330,478.007 (meters)                     COMP
 DF9799  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 DF9799  ELLIP HEIGHT-         230.33  (meters)          (04/02/04) GPS OBS
 DF9799  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 DF9799  DYNAMIC HT  -         264.468 (meters)     867.68  (feet)  COMP
 DF9799  MODELED GRAV-     980,348.5   (mgal)                       NAVD 88
 DF9799
 DF9799  HORZ ORDER  -  FIRST
 DF9799  VERT ORDER  -  SECOND    CLASS I
 DF9799  ELLP ORDER  -  FOURTH    CLASS I
 DF9799
 DF9799.The horizontal coordinates were established by GPS observations
 DF9799.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DF9799
 DF9799.The orthometric height was determined by differential leveling
 DF9799.and adjusted by the National Geodetic Survey in February 2004..
 DF9799
 DF9799.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9799
 DF9799.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9799
 DF9799.The ellipsoidal height was determined by GPS observations
 DF9799.and is referenced to NAD 83.
 DF9799
 DF9799.The geoid height was determined by GEOID03.
 DF9799
 DF9799.The dynamic height is computed by dividing the NAVD 88
 DF9799.geopotential number by the normal gravity value computed on the
 DF9799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9799.degrees latitude (g = 980.6199 gals.).
 DF9799
 DF9799.The modeled gravity was interpolated from observed gravity values.
 DF9799
 DF9799;                    North         East     Units Scale Factor Converg.
 DF9799;SPC WI S     -   115,126.172   649,481.349   MT  0.99995289   +0 25 02.0
 DF9799;SPC WI S     -   377,709.78  2,130,840.06   sFT  0.99995289   +0 25 02.0
 DF9799;UTM  16      - 4,767,447.496   305,072.964   MT  1.00006745   -1 38 00.4
 DF9799
 DF9799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9799!SPC WI S     -   0.99996388  x   0.99995289  =   0.99991677
 DF9799!UTM  16      -   0.99996388  x   1.00006745  =   1.00003133
 DF9799
 DF9799                          SUPERSEDED SURVEY CONTROL
 DF9799
 DF9799  NAVD 88 (04/02/04)  264.54   (m)          867.9    (f) LEVELING    3  
 DF9799
 DF9799.Superseded values are not recommended for survey control.
 DF9799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9799.See file dsdata.txt to determine how the superseded data were derived.
 DF9799
 DF9799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0507367447(NAD 83)
 DF9799_MARKER: DD = SURVEY DISK
 DF9799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9799_STAMPING: MADISON S GPS 2002
 DF9799_MARK LOGO: WIDT  
 DF9799_PROJECTION: FLUSH
 DF9799_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9799_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9799+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9799
 DF9799  HISTORY     - Date     Condition        Report By
 DF9799  HISTORY     - 2001     MONUMENTED       WIDT
 DF9799
 DF9799                          STATION DESCRIPTION
 DF9799
 DF9799'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9799'THE STATION IS LOCATED IN THE CITY OF MADISON.    OWNERSHIP--WISCONSIN
 DF9799'DEPARTMENT OF TRANSPORTATION. TO REACH THE STATION FROM THE
 DF9799'INTERSECTION OF US HIGHWAY 12 AND US HIGHWAY 18 WITH US HIGHWAY 14 IN
 DF9799'THE CITY OF MADISON, GO SOUTH ON US HIGHWAY 14 FOR 0.2 KM TO THE
 DF9799'STATION ON THE LEFT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9799'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF9799'A 41-CM CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 1 M BELOW THE
 DF9799'HIGHWAY PAVEMENT. THE STATION IS 14.4 M NORTHEAST OF THE CENTERLINE
 DF9799'OF THE NORTHBOUND LANES OF US HIGHWAY 14, 48.1 M EAST-SOUTHEAST OF
 DF9799'THE CENTERLINE OF THE OFF-RAMP OF US HIGHWAY 12 AND US HIGHWAY 18,
 DF9799'32.9 M SOUTHEAST OF A WOOD POST FOR A --MERGE FROM LEFT-- SIGN, AND
 DF9799'28.3 M NORTHWEST OF A WOOD POST FOR A --SPEED LIMIT 35-- SIGN.
 DF9799'---NOTE---THE STATION IS EAST, NORTH AND SOUTHWEST OF AN ORANGE 4X4
 DF9799'PLASTIC WITNESS POST.  ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9799'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1082 ***********************************************************************
 OM1082  DESIGNATION -  MADISON ST RAPHAELS CH SPIRE
 OM1082  PID         -  OM1082
 OM1082  STATE/COUNTY-  WI/DANE
 OM1082  USGS QUAD   -  MADISON WEST (1983)
 OM1082
 OM1082                         *CURRENT SURVEY CONTROL
 OM1082  ___________________________________________________________________
 OM1082* NAD 83(1991)-  43 04 19.70407(N)    089 23 08.85303(W)     ADJUSTED  
 OM1082* NAVD 88     -                                                        
 OM1082  ___________________________________________________________________
 OM1082  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 OM1082  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 OM1082
 OM1082  HORZ ORDER  -  THIRD
 OM1082
 OM1082.The horizontal coordinates were established by classical geodetic methods
 OM1082.and adjusted by the National Geodetic Survey in November 1991..
 OM1082
 OM1082
 OM1082.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1082
 OM1082.The geoid height was determined by GEOID03.
 OM1082
 OM1082;                    North         East     Units Scale Factor Converg.
 OM1082;SPC WI S     -   119,288.649   650,021.436   MT  0.99994895   +0 25 19.3
 OM1082;SPC WI S     -   391,366.18  2,132,611.99   sFT  0.99994895   +0 25 19.3
 OM1082;UTM  16      - 4,771,588.450   305,761.773   MT  1.00006415   -1 37 47.3
 OM1082
 OM1082                          SUPERSEDED SURVEY CONTROL
 OM1082
 OM1082  NAD 83(1986)-  43 04 19.69597(N)    089 23 08.85495(W) AD(       ) 4
 OM1082  NAD 27      -  43 04 19.71700(N)    089 23 08.42000(W) AD(       ) 3
 OM1082
 OM1082.Superseded values are not recommended for survey control.
 OM1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1082.See file dsdata.txt to determine how the superseded data were derived.
 OM1082
 OM1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0576271588(NAD 83)
 OM1082_MARKER: 90 = CHURCH SPIRE
 OM1082_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM1082+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2004
 OM1082
 OM1082  HISTORY     - Date     Condition        Report By
 OM1082  HISTORY     - 1935     FIRST OBSERVED   CGS
 OM1082  HISTORY     - 1958     GOOD             CGS
 OM1082  HISTORY     - 1988     GOOD             USPSQD
 OM1082  HISTORY     - 20021227 GOOD             USPSQD
 OM1082  HISTORY     - 20040822 GOOD             GEOCAC
 OM1082
 OM1082                          STATION DESCRIPTION
 OM1082
 OM1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 OM1082'THIS STATION IS THE SPIRE ON THE ST. RAPHAELS CHURCH IN THE
 OM1082'CITY OF MADISON, WISCONSIN.  IT IS LOCATED ON A RISE OF
 OM1082'GROUND ABOUT 55 FEET NORTH OF THE CENTERLINE OF W. MAIN
 OM1082'STREET, AND ABOUT 110 FEET EAST OF THE CENTERLINE OF S. HENRY
 OM1082'STREET, ACROSS W. MAIN STREET FROM THE DANE COUNTY COURTHOUSE.
 OM1082'THE CHURCH WAS ERECTED IN 1873 AND THE SPIRE IS VERY PROMINENT.
 OM1082'
 OM1082'THE BASE OF THE SPIRE IS A GREY STONE TOWER ON THE SOUTH
 OM1082'END OF A GREY STONE CHURCH.  THE TOWER IS ABOUT 60 FEET HIGH
 OM1082'AND HAS A LEDGE AROUND THE TOP.  ON THIS THERE IS AN ORNAMENTAL
 OM1082'OCTAGONAL CUPOLA WITH CLOCK DIALS ON THE NORTH, EAST, SOUTH,
 OM1082'AND WEST SIDES.  THIS CUPOLA IS ABOUT 20 FEET HIGH.  THE
 OM1082'ORNAMENTAL OCTAGONAL GREY SPIRE IS ABOUT 50 FEET HIGH AND
 OM1082'HAS A 6-FOOT GOLD CROSS AT ITS APEX.  THE TOTAL HEIGHT IS
 OM1082'ABOUT 140 FEET.
 OM1082
 OM1082                          STATION RECOVERY (1958)
 OM1082
 OM1082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1082'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 OM1082
 OM1082                          STATION RECOVERY (1988)
 OM1082
 OM1082'RECOVERY NOTE BY US POWER SQUADRON 1988 (MLB)
 OM1082'RECOVERED IN GOOD CONDITION.
 OM1082
 OM1082                          STATION RECOVERY (2002)
 OM1082
 OM1082'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM1082'RECOVERED IN GOOD CONDITION.  IT IS NOW ACROSS WEST MAIN STREET FROM A
 OM1082'PARKING RAMP.
 OM1082
 OM1082                          STATION RECOVERY (2004)
 OM1082
 OM1082'RECOVERY NOTE BY GEOCACHING 2004 (RPM)
 OM1082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1079 ***********************************************************************
 OM1079  DESIGNATION -  MADISON TV STATION WKOW MAST
 OM1079  PID         -  OM1079
 OM1079  STATE/COUNTY-  WI/DANE
 OM1079  USGS QUAD   -  MADISON WEST (1983)
 OM1079
 OM1079                         *CURRENT SURVEY CONTROL
 OM1079  ___________________________________________________________________
 OM1079* NAD 83(1991)-  43 03 10.37900(N)    089 28 39.60490(W)     ADJUSTED  
 OM1079* NAVD 88     -                                                        
 OM1079  ___________________________________________________________________
 OM1079  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 OM1079  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 OM1079
 OM1079  HORZ ORDER  -  THIRD
 OM1079
 OM1079.The horizontal coordinates were established by classical geodetic methods
 OM1079.and adjusted by the National Geodetic Survey in November 1991..
 OM1079
 OM1079
 OM1079.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1079
 OM1079.The geoid height was determined by GEOID03.
 OM1079
 OM1079;                    North         East     Units Scale Factor Converg.
 OM1079;SPC WI S     -   117,098.475   642,552.543   MT  0.99995093   +0 21 32.0
 OM1079;SPC WI S     -   384,180.58  2,108,107.80   sFT  0.99995093   +0 21 32.0
 OM1079;UTM  16      - 4,769,666.777   298,218.269   MT  1.00010091   -1 41 31.2
 OM1079
 OM1079                          SUPERSEDED SURVEY CONTROL
 OM1079
 OM1079  NAD 83(1986)-  43 03 10.37071(N)    089 28 39.60689(W) AD(       ) 4
 OM1079  NAD 27      -  43 03 10.38800(N)    089 28 39.16700(W) AD(       ) 3
 OM1079
 OM1079.Superseded values are not recommended for survey control.
 OM1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1079.See file dsdata.txt to determine how the superseded data were derived.
 OM1079
 OM1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9821869667(NAD 83)
 OM1079_MARKER: 42 = RADIO/TV MAST
 OM1079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1079+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2002
 OM1079
 OM1079  HISTORY     - Date     Condition        Report By
 OM1079  HISTORY     - 1958     FIRST OBSERVED   CGS
 OM1079  HISTORY     - 1973     SEE DESCRIPTION  UWI
 OM1079  HISTORY     - 1988     GOOD             USPSQD
 OM1079  HISTORY     - 19951006 GOOD             USPSQD
 OM1079  HISTORY     - 20021227 GOOD             USPSQD
 OM1079  HISTORY     - 20040825 MARK NOT FOUND   GEOCAC
 OM1079
 OM1079                          STATION DESCRIPTION
 OM1079
 OM1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1079'THE CENTER OF THE TOP OF THE MAST LOCATED AT 1 GILBERT ROAD.  IT
 OM1079'IS A UNIFORM CROSS SECTION STEEL MAST SUPPORTED BY GUY WIRES.
 OM1079'THE MAST IS PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE.  THE
 OM1079'OVERALL HEIGHT IS 596 FEET.
 OM1079
 OM1079                          STATION RECOVERY (1973)
 OM1079
 OM1079'RECOVERY NOTE BY UNIVERSITY OF WISCONSIN 1973 (GRS)
 OM1079'THIS INTERSECTION STATION IS NOT RECOVERABLE.  THE MAST
 OM1079'IDENTIFIED BY THIS INTERSECTION STATION WAS DISMANTLED IN ABOUT
 OM1079'1966.
 OM1079'
 OM1079'A NEW MAST 1182 FEET IN HEIGHT WAS ERECTED FOR WKOW-TV IN THE
 OM1079'SUMMER OF 1965 ABOUT 200 FEET SOUTHWEST OF THE OLD MAST.  THE
 OM1079'SHORTEST OF FOUR MASTS CURRENTLY ON THIS HILL WAS ERECTED BY
 OM1079'MIDWEST RELAY COMPANY IN THE SUMMER OF 1972.  TWO MASTS OWNED BY
 OM1079'WHA-TV AND FM ARE ACROSS TOKAY BOULEVARD FROM THE WKOW AND
 OM1079'MIDWEST MASTS.  THE TALLER OF THESE TWO IS 1200 FEET AND WAS
 OM1079'ERECTED IN DECEMBER 1972.  THE SHORTER IS SCHEDULED TO BE
 OM1079'DISMANTLED.  ALL FIVE MASTS MENTIONED ABOVE ARE OF THE GUYED
 OM1079'STEEL STRUCTURE TYPE AND PAINTED IN ALTERNATE BANDS OF RED AND
 OM1079'WHITE.
 OM1079
 OM1079                          STATION RECOVERY (1988)
 OM1079
 OM1079'RECOVERY NOTE BY US POWER SQUADRON 1988 (MLB)
 OM1079'RECOVERED IN GOOD CONDITION.
 OM1079
 OM1079                          STATION RECOVERY (1995)
 OM1079
 OM1079'RECOVERY NOTE BY US POWER SQUADRON 1995
 OM1079'RECOVERED IN GOOD CONDITION.
 OM1079
 OM1079                          STATION RECOVERY (2002)
 OM1079
 OM1079'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM1079'RECOVERED IN GOOD CONDITION.
 OM1079
 OM1079                          STATION RECOVERY (2004)
 OM1079
 OM1079'RECOVERY NOTE BY GEOCACHING 2004 (RPM)
 OM1079'THE TOWER MAST NOTED IN THE ORIGINAL DESCRIPTION FOR THIS STATION
 OM1079'IS NO LONGER RECOVERABLE. WKOW HAS ERECTED A NUMBER OF TOWERS AT
 OM1079'THIS LOCATION OVER THE YEARS.  RECENTLY THE TV STATION HAS MOVED
 OM1079'ITS TRANSMITTER OPERATIONS TO A SHARED TOWER TO THE NORTHWEST OF
 OM1079'THIS LOCATION.  THE MOST RECENT TOWER WAS PARTIALLY REMOVED AND
 OM1079'A DOPPLER WEATHER RADAR DOME IS NOW ON TOP OF WHAT REMAINS.
 OM1079' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1094 ***********************************************************************
 OM1094  DESIGNATION -  MADISON TV STATION WMTV MAST
 OM1094  PID         -  OM1094
 OM1094  STATE/COUNTY-  WI/DANE
 OM1094  USGS QUAD   -  MADISON WEST (1983)
 OM1094
 OM1094                         *CURRENT SURVEY CONTROL
 OM1094  ___________________________________________________________________
 OM1094* NAD 83(1991)-  43 03 04.51948(N)    089 29 13.94442(W)     ADJUSTED  
 OM1094* NAVD 88     -                                                        
 OM1094  ___________________________________________________________________
 OM1094  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 OM1094  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 OM1094
 OM1094  HORZ ORDER  -  THIRD
 OM1094
 OM1094.The horizontal coordinates were established by classical geodetic methods
 OM1094.and adjusted by the National Geodetic Survey in November 1991..
 OM1094
 OM1094
 OM1094.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1094
 OM1094.The geoid height was determined by GEOID03.
 OM1094
 OM1094;                    North         East     Units Scale Factor Converg.
 OM1094;SPC WI S     -   116,912.843   641,776.576   MT  0.99995110   +0 21 08.4
 OM1094;SPC WI S     -   383,571.55  2,105,561.98   sFT  0.99995110   +0 21 08.4
 OM1094;UTM  16      - 4,769,509.009   297,436.037   MT  1.00010480   -1 41 54.5
 OM1094
 OM1094                          SUPERSEDED SURVEY CONTROL
 OM1094
 OM1094  NAD 83(1986)-  43 03 04.51116(N)    089 29 13.94644(W) AD(       ) 4
 OM1094  NAD 27      -  43 03 04.52700(N)    089 29 13.50700(W) AD(       ) 3
 OM1094
 OM1094.Superseded values are not recommended for survey control.
 OM1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1094.See file dsdata.txt to determine how the superseded data were derived.
 OM1094
 OM1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9743669509(NAD 83)
 OM1094_MARKER: 42 = RADIO/TV MAST
 OM1094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1094+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2002
 OM1094
 OM1094  HISTORY     - Date     Condition        Report By
 OM1094  HISTORY     - 1958     FIRST OBSERVED   CGS
 OM1094  HISTORY     - 1973     SEE DESCRIPTION  UWI
 OM1094  HISTORY     - 1988     GOOD             USPSQD
 OM1094  HISTORY     - 20021227 GOOD             USPSQD
 OM1094  HISTORY     - 20040825 MARK NOT FOUND   GEOCAC
 OM1094
 OM1094                          STATION DESCRIPTION
 OM1094
 OM1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1094'THE STATION IS THE CENTER OF THE TOP OF THE MAST LOCATED ABOUT
 OM1094'6 MILES WEST-SOUTHWEST OF THE CAPITOL BUILDING IN MADISON AND ABOUT
 OM1094'300 FEET SOUTHWEST OF U.S. HIGHWAY 12.  IT IS A GUYED STEEL
 OM1094'STRUCTURE PAINTED ALTERNATELY IN SECTIONS OF INTERNATIONAL
 OM1094'RED AND WHITE.  THE OVERALL HEIGHT IS 600 FEET.
 OM1094
 OM1094                          STATION RECOVERY (1973)
 OM1094
 OM1094'RECOVERY NOTE BY UNIVERSITY OF WISCONSIN 1973 (GRS)
 OM1094'THIS INTERSECTION STATION IS NOT RECOVERABLE.  THE MAST IDENTIFIED
 OM1094'BY THIS TRIANGULATION STATION WAS ERECTED IN 1953 AND DISMANTLED
 OM1094'IN 1961.  THE CONCRETE BASE REMAINS AND PROJECTS ABOUT ONE
 OM1094'FOOT ABOVE GROUND.
 OM1094'
 OM1094'A NEW MAST 1105 FEET IN HEIGHT WAS ERECTED IN THE FALL OF 1960
 OM1094'ABOUT 50 YARDS SOUTHEAST OF THE LOCATION OF THE OLD MAST.  IT
 OM1094'IS A GUYED STEEL STRUCTURE WITH ALTERNATE SECTIONS PAINTED
 OM1094'BLACK AND WHITE RESPECTIVELY.  PLANS ARE NOW UNDERWAY TO REPAINT
 OM1094'THE MAST IN THE USUAL RED AND WHITE PATTERN.
 OM1094
 OM1094                          STATION RECOVERY (1988)
 OM1094
 OM1094'RECOVERY NOTE BY US POWER SQUADRON 1988 (MLB)
 OM1094'RECOVERED IN GOOD CONDITION.
 OM1094
 OM1094                          STATION RECOVERY (2002)
 OM1094
 OM1094'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM1094'RECOVERED IN GOOD CONDITION.  ADD--IT IS LOCATED ABOUT 300 FEET
 OM1094'SOUTHWEST OF U.S. HIGHWAY 12, EAST OF SOUTH GAMMOND ROAD AND WEST OF
 OM1094'SOUTH WHITNEY WAY.
 OM1094
 OM1094                          STATION RECOVERY (2004)
 OM1094
 OM1094'RECOVERY NOTE BY GEOCACHING 2004 (RPM)
 OM1094'THE TOWER MAST NOTED IN THE ORIGINAL DESCRIPTION FOR THIS STATION
 OM1094'IS NO LONGER RECOVERABLE.  WMTV HAS ERECTED A NUMBER OF TOWERS IN
 OM1094'THIS LOCATION OVER THE YEARS, THE MOST RECENT OF WHICH IN 2004.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1099 ***********************************************************************
 OM1099  DESIGNATION -  MADISON TV STATION WHA TOWER
 OM1099  PID         -  OM1099
 OM1099  STATE/COUNTY-  WI/DANE
 OM1099  USGS QUAD   -  MADISON WEST (1983)
 OM1099
 OM1099                         *CURRENT SURVEY CONTROL
 OM1099  ___________________________________________________________________
 OM1099* NAD 83(1991)-  43 04 33.36217(N)    089 24 06.59212(W)     ADJUSTED  
 OM1099* NAVD 88     -                                                        
 OM1099  ___________________________________________________________________
 OM1099  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 OM1099  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 OM1099
 OM1099  HORZ ORDER  -  THIRD
 OM1099
 OM1099.The horizontal coordinates were established by classical geodetic methods
 OM1099.and adjusted by the National Geodetic Survey in November 1991..
 OM1099
 OM1099
 OM1099.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1099
 OM1099.The geoid height was determined by GEOID03.
 OM1099
 OM1099;                    North         East     Units Scale Factor Converg.
 OM1099;SPC WI S     -   119,700.603   648,712.239   MT  0.99994858   +0 24 39.6
 OM1099;SPC WI S     -   392,717.73  2,128,316.74   sFT  0.99994858   +0 24 39.6
 OM1099;UTM  16      - 4,772,047.069   304,468.012   MT  1.00007035   -1 38 27.2
 OM1099
 OM1099                          SUPERSEDED SURVEY CONTROL
 OM1099
 OM1099  NAD 83(1986)-  43 04 33.35393(N)    089 24 06.59403(W) AD(       ) 4
 OM1099  NAD 27      -  43 04 33.35900(N)    089 24 06.14600(W) AD(       ) 3
 OM1099
 OM1099.Superseded values are not recommended for survey control.
 OM1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1099.See file dsdata.txt to determine how the superseded data were derived.
 OM1099
 OM1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0446872047(NAD 83)
 OM1099_MARKER: 43 = RADIO/TV TOWER
 OM1099
 OM1099  HISTORY     - Date     Condition        Report By
 OM1099  HISTORY     - 1958     FIRST OBSERVED   CGS
 OM1099  HISTORY     - 20021227 MARK NOT FOUND   USPSQD
 OM1099
 OM1099                          STATION DESCRIPTION
 OM1099
 OM1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1099'THE STATION IS THE CENTER OF THE TOP OF THE UNIVERSITY OF
 OM1099'WISCONSIN RADIO AND TV STATION WHA-FM AND WHA-TV TOWER WHICH
 OM1099'IS LOCATED AT 600 NORTH PARK STREET.  IT IS A THREE LEGGED
 OM1099'SELF SUPPORTING STEEL STRUCTURE 273 FEET HIGH, PAINTED IN
 OM1099'ALTERNATE SECTIONS OF INTERNATIONAL RED AND WHITE.
 OM1099
 OM1099                          STATION RECOVERY (2002)
 OM1099
 OM1099'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM1099'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1153 ***********************************************************************
 OM1153  DESIGNATION -  MADISON TV STATION WISC MAST
 OM1153  PID         -  OM1153
 OM1153  STATE/COUNTY-  WI/DANE
 OM1153  USGS QUAD   -  MIDDLETON (1983)
 OM1153
 OM1153                         *CURRENT SURVEY CONTROL
 OM1153  ___________________________________________________________________
 OM1153* NAD 83(1991)-  43 01 48.46237(N)    089 30 17.42904(W)     ADJUSTED  
 OM1153* NAVD 88     -                                                        
 OM1153  ___________________________________________________________________
 OM1153  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 OM1153  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 OM1153
 OM1153  HORZ ORDER  -  THIRD
 OM1153
 OM1153.The horizontal coordinates were established by classical geodetic methods
 OM1153.and adjusted by the National Geodetic Survey in November 1991..
 OM1153
 OM1153
 OM1153.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1153
 OM1153.The geoid height was determined by GEOID03.
 OM1153
 OM1153;                    North         East     Units Scale Factor Converg.
 OM1153;SPC WI S     -   114,557.243   640,353.861   MT  0.99995341   +0 20 24.8
 OM1153;SPC WI S     -   375,843.22  2,100,894.29   sFT  0.99995341   +0 20 24.8
 OM1153;UTM  16      - 4,767,205.462   295,929.716   MT  1.00011234   -1 42 35.5
 OM1153
 OM1153                          SUPERSEDED SURVEY CONTROL
 OM1153
 OM1153  NAD 83(1986)-  43 01 48.45372(N)    089 30 17.43073(W) AD(       ) 4
 OM1153  NAD 27      -  43 01 48.47000(N)    089 30 16.99400(W) AD(       ) 3
 OM1153
 OM1153.Superseded values are not recommended for survey control.
 OM1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1153.See file dsdata.txt to determine how the superseded data were derived.
 OM1153
 OM1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9593067205(NAD 83)
 OM1153_MARKER: 42 = RADIO/TV MAST
 OM1153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1153+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2002
 OM1153
 OM1153  HISTORY     - Date     Condition        Report By
 OM1153  HISTORY     - 1958     FIRST OBSERVED   CGS
 OM1153  HISTORY     - 1973     SEE DESCRIPTION  UWI
 OM1153  HISTORY     - 19951006 GOOD             USPSQD
 OM1153  HISTORY     - 20021227 GOOD             USPSQD
 OM1153
 OM1153                          STATION DESCRIPTION
 OM1153
 OM1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1153'THE STATION IS THE CENTER OF THE TOP OF THE MAST LOCATED
 OM1153'ON RAYMOND ROAD ABOUT 7 MILES SOUTHWEST OF THE CAPITOL BUILDING
 OM1153'IN MADISON.  IT IS A GUYED STEEL STRUCTURE 916 FEET HIGH.
 OM1153'IT IS PAINTED ALTERNATELY IN SECTIONS OF INTERNATIONAL RED
 OM1153'AND WHITE.
 OM1153
 OM1153                          STATION RECOVERY (1973)
 OM1153
 OM1153'RECOVERY NOTE BY UNIVERSITY OF WISCONSIN 1973 (GRS)
 OM1153'THE STATION WAS RECOVERED AS DESCRIBED WITH THESE EXCEPTIONS--
 OM1153'THE MAST WAS ORIGINALLY ERECTED IN 1956 TO A HEIGHT OF 600
 OM1153'FEET.  THE HEIGHT WAS INCREASED IN EARLY 1958 TO 800 FEET
 OM1153'AND IN LATE 1958 TO 1107-1/2 FEET.
 OM1153
 OM1153                          STATION RECOVERY (1995)
 OM1153
 OM1153'RECOVERY NOTE BY US POWER SQUADRON 1995
 OM1153'RECOVERED IN GOOD CONDITION.
 OM1153
 OM1153                          STATION RECOVERY (2002)
 OM1153
 OM1153'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM1153'RECOVERED IN GOOD CONDITION.  ADD--STATION IS LOCATED 0.3 MILE WEST OF
 OM1153'MCKENNA BLVD. AT THE MORGAN MEDIA PARK AT 7025 RAYMOUND ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1095 ***********************************************************************
 OM1095  DESIGNATION -  MADISON UNIV OF WIS PWRHSE STK
 OM1095  PID         -  OM1095
 OM1095  STATE/COUNTY-  WI/DANE
 OM1095  USGS QUAD   -  MADISON WEST (1983)
 OM1095
 OM1095                         *CURRENT SURVEY CONTROL
 OM1095  ___________________________________________________________________
 OM1095* NAD 83(1991)-  43 04 21.69167(N)    089 24 25.41906(W)     ADJUSTED  
 OM1095* NAVD 88     -                                                        
 OM1095  ___________________________________________________________________
 OM1095  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 OM1095  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 OM1095
 OM1095  HORZ ORDER  -  THIRD
 OM1095
 OM1095.The horizontal coordinates were established by classical geodetic methods
 OM1095.and adjusted by the National Geodetic Survey in November 1991..
 OM1095
 OM1095
 OM1095.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1095
 OM1095.The geoid height was determined by GEOID03.
 OM1095
 OM1095;                    North         East     Units Scale Factor Converg.
 OM1095;SPC WI S     -   119,337.443   648,288.922   MT  0.99994890   +0 24 26.7
 OM1095;SPC WI S     -   391,526.26  2,126,927.90   sFT  0.99994890   +0 24 26.7
 OM1095;UTM  16      - 4,771,699.255   304,031.911   MT  1.00007245   -1 38 39.7
 OM1095
 OM1095                          SUPERSEDED SURVEY CONTROL
 OM1095
 OM1095  NAD 83(1986)-  43 04 21.68353(N)    089 24 25.42098(W) AD(       ) 4
 OM1095  NAD 27      -  43 04 21.69800(N)    089 24 24.99100(W) AD(       ) 3
 OM1095
 OM1095.Superseded values are not recommended for survey control.
 OM1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1095.See file dsdata.txt to determine how the superseded data were derived.
 OM1095
 OM1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0403271699(NAD 83)
 OM1095_MARKER: 63 = STACK
 OM1095
 OM1095  HISTORY     - Date     Condition        Report By
 OM1095  HISTORY     - 1935     FIRST OBSERVED   CGS
 OM1095  HISTORY     - 1958     GOOD             CGS
 OM1095  HISTORY     - 1973     GOOD             UWI
 OM1095  HISTORY     - 1988     GOOD             USPSQD
 OM1095  HISTORY     - 20021227 GOOD             USPSQD
 OM1095
 OM1095                          STATION DESCRIPTION
 OM1095
 OM1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 OM1095'THIS STATION IS THE STACK AT THE POWERHOUSE OF THE UNIVERSITY
 OM1095'OF WISCONSIN IN THE CITY OF MADISON, WISCONSIN.  IT IS LOCATED
 OM1095'ABOUT 205 FEET NORTH OF THE CENTERLINE OF W. JOHNSON STREET,
 OM1095'AND ABOUT 80 FEET EAST OF THE CENTERLINE OF N. ORCHARD STREET.
 OM1095'THE STACK WAS ERECTED IN 1919 AND IS VERY PROMINENT.
 OM1095'
 OM1095'THE STACK SETS ON AN OCTAGONAL BRICK BASE ABOUT 30 FEET HIGH.
 OM1095'THE YELLOW BRICK STACK IS ABOUT 30 FEET IN DIAMETER AT THE
 OM1095'BASE, ABOUT 20 FEET IN DIAMETER AT THE TOP, AND ABOUT 240 FEET
 OM1095'HIGH.
 OM1095
 OM1095                          STATION RECOVERY (1958)
 OM1095
 OM1095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GLM)
 OM1095'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 OM1095
 OM1095                          STATION RECOVERY (1973)
 OM1095
 OM1095'RECOVERY NOTE BY UNIVERSITY OF WISCONSIN 1973 (GRS)
 OM1095'STREET RELOCATION AND UNIVERSITY REORGANIZATION HAS CAUSED THE OLD
 OM1095'DESCRIPTION TO BECOME OBSOLETE.  A NEW DESCRIPTION FOLLOWS.
 OM1095'
 OM1095'THE INTERSECTION STATION IS A YELLOW BRICK STACK LOCATED
 OM1095'ON THE UNIVERSITY OF WISCONSIN CAMPUS IN THE CITY OF MADISON.
 OM1095'THE STACK AND THE ADJACENT BUILDING ARE KNOWN AS THE OLD
 OM1095'HEATING STATION NOT AS THE POWERHOUSE.  THE STACK IS 28 YARDS
 OM1095'EAST OF THE CENTERLINE OF NORTH ORCHARD STREET AND 58 YARDS
 OM1095'NORTH OF THE CENTERLINE OF WEST JOHNSON STREET.
 OM1095'
 OM1095'SINCE BEING ERECTED TO A HEIGHT OF 249 FEET IN 1907, THE TOP
 OM1095'OF THE STACK HAS BEEN RENOVATED REDUCING THE HEIGHT TO 233 FEET.
 OM1095
 OM1095                          STATION RECOVERY (1988)
 OM1095
 OM1095'RECOVERY NOTE BY US POWER SQUADRON 1988 (MLB)
 OM1095'RECOVERED IN GOOD CONDITION.
 OM1095
 OM1095                          STATION RECOVERY (2002)
 OM1095
 OM1095'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM1095'RECOVERED IN GOOD CONDITION.  IT HAS A CATWALK ABOUT ONE-HALF WAY UP
 OM1095'THE STACK.  IT IS AT THE SOUTHEAST CORNER OF NORTH ORCHARD STREET AND
 OM1095'WEST DAYTON STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1081 ***********************************************************************
 OM1081  DESIGNATION -  MADISON WIS ST CAPITOL DOME
 OM1081  PID         -  OM1081
 OM1081  STATE/COUNTY-  WI/DANE
 OM1081  USGS QUAD   -  MADISON WEST (1983)
 OM1081
 OM1081                         *CURRENT SURVEY CONTROL
 OM1081  ___________________________________________________________________
 OM1081* NAD 83(1991)-  43 04 28.89029(N)    089 23 03.00082(W)     ADJUSTED  
 OM1081* NAVD 88     -                                                        
 OM1081  ___________________________________________________________________
 OM1081  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 OM1081  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 OM1081
 OM1081  HORZ ORDER  -  THIRD
 OM1081
 OM1081.The horizontal coordinates were established by classical geodetic methods
 OM1081.and adjusted by the National Geodetic Survey in November 1991..
 OM1081
 OM1081
 OM1081.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1081
 OM1081.The geoid height was determined by GEOID03.
 OM1081
 OM1081;                    North         East     Units Scale Factor Converg.
 OM1081;SPC WI S     -   119,573.085   650,151.731   MT  0.99994870   +0 25 23.3
 OM1081;SPC WI S     -   392,299.36  2,133,039.47   sFT  0.99994870   +0 25 23.3
 OM1081;UTM  16      - 4,771,868.071   305,902.185   MT  1.00006348   -1 37 43.6
 OM1081
 OM1081                          SUPERSEDED SURVEY CONTROL
 OM1081
 OM1081  NAD 83(1986)-  43 04 28.88221(N)    089 23 03.00287(W) AD(       ) 4
 OM1081  NAD 27      -  43 04 28.90200(N)    089 23 02.57000(W) AD(       ) 3
 OM1081
 OM1081.Superseded values are not recommended for survey control.
 OM1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1081.See file dsdata.txt to determine how the superseded data were derived.
 OM1081
 OM1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0590271868(NAD 83)
 OM1081_MARKER: 87 = DOME
 OM1081_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM1081+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2004
 OM1081
 OM1081  HISTORY     - Date     Condition        Report By
 OM1081  HISTORY     - 1935     FIRST OBSERVED   CGS
 OM1081  HISTORY     - 1962     GOOD             CGS
 OM1081  HISTORY     - 1967     GOOD             CGS
 OM1081  HISTORY     - 1971     GOOD             NGS
 OM1081  HISTORY     - 1973     GOOD             UWI
 OM1081  HISTORY     - 1988     GOOD             USPSQD
 OM1081  HISTORY     - 19970208 GOOD             USPSQD
 OM1081  HISTORY     - 20021227 GOOD             USPSQD
 OM1081  HISTORY     - 20040822 GOOD             GEOCAC
 OM1081
 OM1081                          STATION DESCRIPTION
 OM1081
 OM1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 OM1081'THIS STATION IS THE DOME ON THE WISCONSIN STATE CAPITOL
 OM1081'BUILDING, IN THE CITY OF MADISON.  IT IS LOCATED IN THE CENTRAL
 OM1081'PART OF THE CITY ON A HIGH MOUND, AT S. HAMILTON STREET AND
 OM1081'MAIN STREET.  THE BUILDING WAS COMPLETED IN 1916.  IT IS
 OM1081'EXCEPTIONALLY PROMINENT AND CAN BE SEEN FOR MILES IN ALL
 OM1081'DIRECTIONS.
 OM1081'
 OM1081'THE DOME IS ON THE CENTER OF THE BUILDING.  THERE IS A CUPOLA
 OM1081'30.6 FEET HIGH ON THE DOME WITH A GOLD STATUE 15.4 FEET
 OM1081'HIGH AT ITS APEX.  THE TOTAL HEIGHT TO THE TOP OF THE STATUE
 OM1081'IS 289.9 FEET.
 OM1081
 OM1081                          STATION RECOVERY (1962)
 OM1081
 OM1081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RCY)
 OM1081'THIS INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
 OM1081
 OM1081                          STATION RECOVERY (1967)
 OM1081
 OM1081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ETO)
 OM1081'THE STATION WAS RECOVERED.  THE PREVIOUS DESCRIPTION IS
 OM1081'ADEQUATE.
 OM1081
 OM1081                          STATION RECOVERY (1971)
 OM1081
 OM1081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DLV)
 OM1081'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 OM1081'
 OM1081'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--CENTRAL
 OM1081'MADISON
 OM1081
 OM1081                          STATION RECOVERY (1973)
 OM1081
 OM1081'RECOVERY NOTE BY UNIVERSITY OF WISCONSIN 1973 (GRS)
 OM1081'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
 OM1081
 OM1081                          STATION RECOVERY (1988)
 OM1081
 OM1081'RECOVERY NOTE BY US POWER SQUADRON 1988 (MLB)
 OM1081'RECOVERED IN GOOD CONDITION.
 OM1081
 OM1081                          STATION RECOVERY (1997)
 OM1081
 OM1081'RECOVERY NOTE BY US POWER SQUADRON 1997
 OM1081'RECOVERED IN GOOD CONDITION.
 OM1081
 OM1081                          STATION RECOVERY (2002)
 OM1081
 OM1081'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM1081'RECOVERED IN GOOD CONDITION.
 OM1081
 OM1081                          STATION RECOVERY (2004)
 OM1081
 OM1081'RECOVERY NOTE BY GEOCACHING 2004 (RPM)
 OM1081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI3657 ***********************************************************************
 AI3657  DESIGNATION -  MAGNETIC STATION RESET
 AI3657  PID         -  AI3657
 AI3657  STATE/COUNTY-  WI/ADAMS
 AI3657  USGS QUAD   -  ADAMS (1983)
 AI3657
 AI3657                         *CURRENT SURVEY CONTROL
 AI3657  ___________________________________________________________________
 AI3657* NAD 83(1986)-  43 57 50.     (N)    089 49 04.     (W)     SCALED    
 AI3657* NAVD 88     -       290.19   (meters)     952.1    (feet)  RESET     
 AI3657  ___________________________________________________________________
 AI3657  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 AI3657
 AI3657  VERT ORDER  -  THIRD
 AI3657
 AI3657.The horizontal coordinates were scaled from a topographic map and have
 AI3657.an estimated accuracy of +/- 6 seconds.
 AI3657
 AI3657.The orthometric height was computed from unverified reset data.
 AI3657.No vertical observational check was made to the station.
 AI3657
 AI3657.The geoid height was determined by GEOID03.
 AI3657
 AI3657;                    North         East    Units  Estimated Accuracy
 AI3657;SPC WI S     -   218,190.      614,620.      MT  (+/- 180 meters Scaled)
 AI3657
 AI3657                          SUPERSEDED SURVEY CONTROL
 AI3657
 AI3657.No superseded survey control is available for this station.
 AI3657
 AI3657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP739717(NAD 83)
 AI3657_MARKER: DM = MAGNETIC STATION DISK
 AI3657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3657_STAMPING: MAGNETIC STA RESET 1997
 AI3657_MARK LOGO: NGS   
 AI3657_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3657+STABILITY: SURFACE MOTION
 AI3657
 AI3657  HISTORY     - Date     Condition        Report By
 AI3657  HISTORY     - 1997     MONUMENTED       LOCSUR
 AI3657  HISTORY     - 20011030 MARK NOT FOUND   USPSQD
 AI3657  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 AI3657
 AI3657                          STATION DESCRIPTION
 AI3657
 AI3657'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1997 (CR)
 AI3657'AT FRIENDSHIP, IN THE COURTHOUSE LAWN ACROSS FROM THE FRIENDSHIP
 AI3657'HOTEL, 76 FEET (23.2 M) SOUTH, 51 FEET (15.5 M) EAST AND 1.5 FEET (0.5
 AI3657'M) HIGHER THAN THE CENTER OF THE HIGHWAY 13 AT A T-STREET WEST, ALONG
 AI3657'THE NORTH SIDE OF THE HOTEL, IN A CONCRETE POST.  A NGS MAGNETIC
 AI3657'STATION ALUMINUM TABLET.
 AI3657
 AI3657                          STATION RECOVERY (2001)
 AI3657
 AI3657'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLC)
 AI3657'OWNER SAID THERE ARE NO CONCRETE SLABS OR PILINGS ON THE NORTH SIDE OF
 AI3657'THE HOTEL AND NO MARK.
 AI3657
 AI3657                          STATION RECOVERY (2004)
 AI3657
 AI3657'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLC)
 AI3657'STATION NOT FOUND.  THERE WAS NO CONCRETE POST IN THE LAWN.
 AI3657' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4911 ***********************************************************************
 DG4911  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4911  DESIGNATION -  MAGNOLIA S GPS
 DG4911  PID         -  DG4911
 DG4911  STATE/COUNTY-  WI/ROCK
 DG4911  USGS QUAD   -  ORFORDVILLE (1971)
 DG4911
 DG4911                         *CURRENT SURVEY CONTROL
 DG4911  ___________________________________________________________________
 DG4911* NAD 83(1997)-  42 41 31.13114(N)    089 17 18.53948(W)     ADJUSTED  
 DG4911* NAVD 88     -       299.88   (meters)     983.9    (feet)  GPS OBS   
 DG4911  ___________________________________________________________________
 DG4911  X           -      58,307.662 (meters)                     COMP
 DG4911  Y           -  -4,695,055.900 (meters)                     COMP
 DG4911  Z           -   4,302,594.268 (meters)                     COMP
 DG4911  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 DG4911  ELLIP HEIGHT-         266.06  (meters)          (04/02/04) GPS OBS
 DG4911  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 DG4911
 DG4911  HORZ ORDER  -  FIRST
 DG4911  ELLP ORDER  -  FOURTH    CLASS I
 DG4911
 DG4911.The horizontal coordinates were established by GPS observations
 DG4911.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4911
 DG4911.The orthometric height was determined by GPS observations and a
 DG4911.high-resolution geoid model using precise GPS observation and
 DG4911.processing techniques.
 DG4911
 DG4911.Photographs are available for this station.
 DG4911
 DG4911.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4911
 DG4911.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4911
 DG4911.The ellipsoidal height was determined by GPS observations
 DG4911.and is referenced to NAD 83.
 DG4911
 DG4911.The geoid height was determined by GEOID03.
 DG4911
 DG4911;                    North         East     Units Scale Factor Converg.
 DG4911;SPC WI S     -    77,122.186   658,306.526   MT  1.00000859   +0 29 20.0
 DG4911;SPC WI S     -   253,025.04  2,159,793.99   sFT  1.00000859   +0 29 20.0
 DG4911;UTM  16      - 4,729,149.932   312,536.378   MT  1.00003237   -1 33 07.8
 DG4911
 DG4911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4911!SPC WI S     -   0.99995828  x   1.00000859  =   0.99996687
 DG4911!UTM  16      -   0.99995828  x   1.00003237  =   0.99999064
 DG4911
 DG4911                          SUPERSEDED SURVEY CONTROL
 DG4911
 DG4911.No superseded survey control is available for this station.
 DG4911
 DG4911_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1253629150(NAD 83)
 DG4911_MARKER: DD = SURVEY DISK
 DG4911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4911_STAMPING: MAGNOLIA S GPS 2002
 DG4911_MARK LOGO: WIDT  
 DG4911_PROJECTION: FLUSH
 DG4911_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4911+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2004
 DG4911
 DG4911  HISTORY     - Date     Condition        Report By
 DG4911  HISTORY     - 2001     MONUMENTED       WIDT
 DG4911  HISTORY     - 20040411 GOOD             USPSQD
 DG4911
 DG4911                          STATION DESCRIPTION
 DG4911
 DG4911'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4911'THE STATION IS LOCATED ABOUT 21 KM WEST OF JANESVILLE, 17 KM
 DG4911'EAST-SOUTHEAST OF ALBANY AND 8 KM NORTHWEST OF ORFORDVILLE.
 DG4911'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DG4911'STATION FROM THE JUNCTION OF STATE HIGHWAY 11  WITH STATE HIGHWAY 213
 DG4911'ABOUT 20 KM WEST-SOUTHWEST OF THE CITY OF JANESVILLE, GO NORTH ON
 DG4911'STATE HIGHWAY 213 FOR 7.0 KM TO COUNTY HIGHWAY B, CONTINUE NORTH ON
 DG4911'STATE HIGHWAY 213 FOR 0.6 KM TO THE STATION ON THE LEFT.  THE STATION
 DG4911'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DG4911'CONTROL STATION DISK SET IN TOP OF A 41-CM CONCRETE POST SET TO A
 DG4911'DEPTH OF 2.4 M AND ABOUT 1.5 M ABOVE THE HIGHWAY PAVEMENT.  THE
 DG4911'STATION IS 9.7 M WEST OF THE CENTERLINE OF STATE HIGHWAY 213, 1.0 KM
 DG4911'SOUTH OF WEST TOWNSEND ROAD, 79 M NORTH OF PRIVATE ENTRANCE --809--,
 DG4911'24.2 M NORTH-NORTHWEST OF POWER POLE --3-10-27- 51/18--, AND 1 M EAST
 DG4911'OF A CULTIVATED FIELD.  ---NOTE---THE STATION IS SOUTHWEST, NORTHEAST
 DG4911'AND WEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE2---THIS
 DG4911'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DG4911'ABOVE THE HORIZON EXCEPT FOR A POWER POLE TO THE SOUTHEAST EXTENDING
 DG4911'TO 30 DEGREES.
 DG4911' 
 DG4911'
 DG4911
 DG4911                          STATION RECOVERY (2004)
 DG4911
 DG4911'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DG4911'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0095 ***********************************************************************
 QM0095  DESIGNATION -  MAIDEN
 QM0095  PID         -  QM0095
 QM0095  STATE/COUNTY-  WI/OCONTO
 QM0095  USGS QUAD   -  TOWNSEND (1972)
 QM0095
 QM0095                         *CURRENT SURVEY CONTROL
 QM0095  ___________________________________________________________________
 QM0095* NAD 83(1991)-  45 18 05.06718(N)    088 31 13.44164(W)     ADJUSTED  
 QM0095* NAVD 88     -       387.346  (meters)    1270.82   (feet)  ADJUSTED  
 QM0095  ___________________________________________________________________
 QM0095  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 QM0095  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 QM0095  DYNAMIC HT  -         387.304 (meters)    1270.68  (feet)  COMP
 QM0095  MODELED GRAV-     980,497.0   (mgal)                       NAVD 88
 QM0095
 QM0095  HORZ ORDER  -  FIRST
 QM0095  VERT ORDER  -  FIRST     CLASS II
 QM0095
 QM0095.The horizontal coordinates were established by classical geodetic methods
 QM0095.and adjusted by the National Geodetic Survey in November 1991..
 QM0095
 QM0095.The orthometric height was determined by differential leveling
 QM0095.and adjusted by the National Geodetic Survey in June 1991..
 QM0095
 QM0095.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0095
 QM0095.The geoid height was determined by GEOID03.
 QM0095
 QM0095.The dynamic height is computed by dividing the NAVD 88
 QM0095.geopotential number by the normal gravity value computed on the
 QM0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0095.degrees latitude (g = 980.6199 gals.).
 QM0095
 QM0095.The modeled gravity was interpolated from observed gravity values.
 QM0095
 QM0095;                    North         East     Units Scale Factor Converg.
 QM0095;SPC WI C     -   164,191.576   716,038.366   MT  0.99996822   +1 02 38.3
 QM0095;SPC WI C     -   538,685.20  2,349,202.54   sFT  0.99996822   +1 02 38.3
 QM0095;SPC WI N     -    16,056.708   716,048.575   MT  1.00005870   +1 04 02.4
 QM0095;SPC WI N     -    52,679.38  2,349,236.03   sFT  1.00005870   +1 04 02.4
 QM0095;UTM  16      - 5,017,558.174   380,799.239   MT  0.99977470   -1 04 51.1
 QM0095
 QM0095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0095!SPC WI C     -   0.99994481  x   0.99996822  =   0.99991303
 QM0095!SPC WI N     -   0.99994481  x   1.00005870  =   1.00000350
 QM0095!UTM  16      -   0.99994481  x   0.99977470  =   0.99971952
 QM0095
 QM0095                          SUPERSEDED SURVEY CONTROL
 QM0095
 QM0095  NAD 83(1986)-  45 18 05.07187(N)    088 31 13.45700(W) AD(       ) 1
 QM0095  NAD 27      -  45 18 05.18400(N)    088 31 13.07900(W) AD(       ) 1
 QM0095  NGVD 29 (??/??/92)  387.344  (m)         1270.81   (f) ADJ UNCH    1 2
 QM0095
 QM0095.Superseded values are not recommended for survey control.
 QM0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0095.See file dsdata.txt to determine how the superseded data were derived.
 QM0095
 QM0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8079917558(NAD 83)
 QM0095_MARKER: DS = TRIANGULATION STATION DISK
 QM0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0095
 QM0095  HISTORY     - Date     Condition        Report By
 QM0095  HISTORY     - 1921     MONUMENTED       CGS
 QM0095  HISTORY     - 1922     GOOD             NGS
 QM0095  HISTORY     - 1939     GOOD             NGS
 QM0095  HISTORY     - 1950     SEE DESCRIPTION  USGS
 QM0095  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0095
 QM0095                          STATION DESCRIPTION
 QM0095
 QM0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0095'STATION IS 180 METERS E OF THE CHICAGO AND NORTHWESTERN
 QM0095'RAILWAY DEPOT AT LAKEWOOD, 60 METERS SW OF CATHOLIC CHURCH,
 QM0095'ON THE N SIDE OF STATE HIGHWAY 32, 9.2 METERS (30.0 FEET)
 QM0095'FROM THE CENTER AND 1.2 METERS (3.94 FEET) S OF THE FENCE LINE.
 QM0095'
 QM0095'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 QM0095'DISKS SET IN CONCRETE.
 QM0095
 QM0095                          STATION RECOVERY (1922)
 QM0095
 QM0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 QM0095'IN LAKEWOOD.
 QM0095'180 METERS EAST OF THE C. AND N.W. DEPOT AT LAKEWOOD, 60 METERS
 QM0095'SOUTHWEST OF CATHOLIC CHURCH, ON THE NORTH SIDE OF WISCONSIN
 QM0095'STATE HIGHWAY NO. 32, 8.2 METERS (30.0 FEET) FROM THE CENTER AND
 QM0095'1.2 METERS (3.94 FEET) SOUTH OF THE FENCE LINE.
 QM0095
 QM0095                          STATION RECOVERY (1939)
 QM0095
 QM0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 QM0095'RECOVERED IN GOOD CONDITION.
 QM0095
 QM0095                          STATION RECOVERY (1950)
 QM0095
 QM0095'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 QM0095'STATION DESTROYED.
 QM0095
 QM0095                          STATION RECOVERY (1985)
 QM0095
 QM0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP2191 ***********************************************************************
 PP2191  DESIGNATION -  MAIDEN ROCK
 PP2191  PID         -  PP2191
 PP2191  STATE/COUNTY-  WI/PIERCE
 PP2191  USGS QUAD   -  NERIKE HILL (1972)
 PP2191
 PP2191                         *CURRENT SURVEY CONTROL
 PP2191  ___________________________________________________________________
 PP2191* NAD 83(1991)-  44 32 54.47668(N)    092 12 22.27829(W)     ADJUSTED  
 PP2191* NAVD 88     -       361.     (meters)    1184.     (feet)  SCALED    
 PP2191  ___________________________________________________________________
 PP2191  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 PP2191  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 PP2191
 PP2191  HORZ ORDER  -  SECOND
 PP2191
 PP2191.The horizontal coordinates were established by classical geodetic methods
 PP2191.and adjusted by the National Geodetic Survey in March 1999..
 PP2191
 PP2191.The orthometric height was scaled from a topographic map.
 PP2191
 PP2191.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP2191
 PP2191.The geoid height was determined by GEOID03.
 PP2191
 PP2191;                    North         East     Units Scale Factor Converg.
 PP2191;SPC WI C     -    81,845.291   424,717.324   MT  0.99995697   -1 33 23.9
 PP2191;SPC WI C     -   268,520.76  1,393,426.75   sFT  0.99995697   -1 33 23.9
 PP2191;SPC MN S     -   273,616.015   942,520.312   MT  0.99992237   +1 15 26.4
 PP2191;UTM  15      - 4,933,099.086   563,053.970   MT  0.99964889   +0 33 24.8
 PP2191
 PP2191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP2191!SPC WI C     -   0.99994814  x   0.99995697  =   0.99990511
 PP2191!SPC MN S     -   0.99994814  x   0.99992237  =   0.99987051
 PP2191!UTM  15      -   0.99994814  x   0.99964889  =   0.99959705
 PP2191
 PP2191:                Primary Azimuth Mark                     Grid Az
 PP2191:SPC WI C     -  MAXVILLE                                 094 04 52.8
 PP2191:SPC MN S     -  MAXVILLE                                 091 16 02.5
 PP2191:UTM  15      -  MAXVILLE                                 091 58 04.1
 PP2191
 PP2191|---------------------------------------------------------------------|
 PP2191| PID    Reference Object                     Distance      Geod. Az  |
 PP2191|                                                           dddmmss.s |
 PP2191| PO0758 MAXVILLE                            APPROX.19.4 KM 0923128.9 |
 PP2191|---------------------------------------------------------------------|
 PP2191
 PP2191                          SUPERSEDED SURVEY CONTROL
 PP2191
 PP2191  NAD 83(1991)-  44 32 54.46894(N)    092 12 22.27792(W) AD(       ) 2
 PP2191  NAD 83(1986)-  44 32 54.46777(N)    092 12 22.28067(W) AD(       ) 2
 PP2191  NAD 27      -  44 32 54.58400(N)    092 12 21.65400(W) AD(       ) 2
 PP2191
 PP2191.Superseded values are not recommended for survey control.
 PP2191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2191.See file dsdata.txt to determine how the superseded data were derived.
 PP2191
 PP2191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK6305433099(NAD 83)
 PP2191_MARKER: B = BOLT
 PP2191_SETTING: 0 = UNSPECIFIED SETTING
 PP2191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP2191
 PP2191  HISTORY     - Date     Condition        Report By
 PP2191  HISTORY     - 1892     MONUMENTED       USGS
 PP2191  HISTORY     - 1931     GOOD             CGS
 PP2191
 PP2191                          STATION DESCRIPTION
 PP2191
 PP2191'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 PP2191'ABOUT 5 MILES EAST OF MAIDEN ROCK, 1/2 MILE NORTH OF LUND, IN
 PP2191'YARD IN FRONT OF HOUSE OF MR. ADOLPH RASK, 4.40 METERS (14.4
 PP2191'FEET) WEST OF FENCE ON EAST SIDE OF YARD, 6.30 METERS (20.7 FEET)
 PP2191'NORTH OF SOUTH FENCE OF YARD, 11.40 METERS (37.4 FEET) SOUTH OF
 PP2191'CENTER LINE OF DRIVEWAY, AND 10.79 METERS (35.4 FEET) NORTHWEST
 PP2191'OF REFERENCE MARK NO. 2 OF STATION RASK.  TO REACH FROM BANK IN
 PP2191'MAIDEN ROCK, GO NORTHEAST 2.0 MILES ON ROAD LEADING OFF MAIN
 PP2191'STREET TO CROSSROADS, TURN RIGHT (EAST) AND GO 3.3 MILES, TURN
 PP2191'RIGHT WITH MAIN-TRAVELED ROAD AND CONTINUE 2.2 MILES TO MR.
 PP2191'ADOLPH RASKS HOUSE ON RIGHT SIDE OF ROAD AND STATION SITE.
 PP2191'MARKED BY CONCRETE POST WITH TOP INSCRIBED WITH CROSS AND
 PP2191'LETTERS U.S.G.S., AND WITH 1/2-INCH COPPER BOLT IN CENTER.  MARK
 PP2191'IS 1 INCH BELOW SURFACE OF GROUND.  STATION RASK (SEE DESCRIPTION
 PP2191'THEREOF) IS 28.75 METERS (94.3 FEET) FROM STATION S 72 DEG 57 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1145 ***********************************************************************
 OM1145  DESIGNATION -  MAIER
 OM1145  PID         -  OM1145
 OM1145  STATE/COUNTY-  WI/DANE
 OM1145  USGS QUAD   -  SPRINGFIELD CORNERS (1969)
 OM1145
 OM1145                         *CURRENT SURVEY CONTROL
 OM1145  ___________________________________________________________________
 OM1145* NAD 83(1991)-  43 10 27.62051(N)    089 36 52.17494(W)     ADJUSTED  
 OM1145* NAVD 88     -       381.     (meters)    1250.     (feet)  SCALED    
 OM1145  ___________________________________________________________________
 OM1145  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 OM1145  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 OM1145
 OM1145  HORZ ORDER  -  FIRST
 OM1145
 OM1145.The horizontal coordinates were established by classical geodetic methods
 OM1145.and adjusted by the National Geodetic Survey in November 1991..
 OM1145
 OM1145.The orthometric height was scaled from a topographic map.
 OM1145
 OM1145.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1145
 OM1145.The geoid height was determined by GEOID03.
 OM1145
 OM1145;                    North         East     Units Scale Factor Converg.
 OM1145;SPC WI S     -   130,530.061   631,343.609   MT  0.99994035   +0 15 53.6
 OM1145;SPC WI S     -   428,247.38  2,071,333.16   sFT  0.99994035   +0 15 53.6
 OM1145;UTM  16      - 4,783,493.748   287,495.656   MT  1.00015555   -1 47 22.4
 OM1145
 OM1145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1145!SPC WI S     -   0.99994566  x   0.99994035  =   0.99988601
 OM1145!UTM  16      -   0.99994566  x   1.00015555  =   1.00010120
 OM1145
 OM1145:                Primary Azimuth Mark                     Grid Az
 OM1145:SPC WI S     -  MARTINSVILLE ST MARTIN CATH CH           067 45 28.6
 OM1145:UTM  16      -  MARTINSVILLE ST MARTIN CATH CH           069 48 44.6
 OM1145
 OM1145|---------------------------------------------------------------------|
 OM1145| PID    Reference Object                     Distance      Geod. Az  |
 OM1145|                                                           dddmmss.s |
 OM1145| OM1144 MARTINSVILLE ST MARTIN CATH CH      APPROX. 2.1 KM 0680122.2 |
 OM1145| OM1105 WAUNAKEE MUNICIPAL TANK             APPROX.12.9 KM 0805720.4 |
 OM1145| CI9219 MAIER AZ MK                                        1154513.6 |
 OM1145| OM1081 MADISON WIS ST CAPITOL DOME         APPROX.21.8 KM 1202919.9 |
 OM1145| OM1082 MADISON ST RAPHAELS CH SPIRE        APPROX.21.8 KM 1211826.0 |
 OM1145| OM1147 ASHTON ST PETERS CATH CH SPIRE      APPROX. 7.1 KM 1223113.8 |
 OM1145| OM1095 MADISON UNIV OF WIS PWRHSE STK      APPROX.20.3 KM 1234237.8 |
 OM1145| CI9220 MAIER RM 1                           15.176 METERS 14130     |
 OM1145| CI9221 MAIER RM 2                           18.111 METERS 22623     |
 OM1145|---------------------------------------------------------------------|
 OM1145
 OM1145                          SUPERSEDED SURVEY CONTROL
 OM1145
 OM1145  NAD 83(1986)-  43 10 27.61258(N)    089 36 52.17833(W) AD(       ) 1
 OM1145  NAD 27      -  43 10 27.64300(N)    089 36 51.73900(W) AD(       ) 1
 OM1145
 OM1145.Superseded values are not recommended for survey control.
 OM1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1145.See file dsdata.txt to determine how the superseded data were derived.
 OM1145
 OM1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8749683494(NAD 83)
 OM1145_MARKER: DS = TRIANGULATION STATION DISK
 OM1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1145
 OM1145  HISTORY     - Date     Condition        Report By
 OM1145  HISTORY     - 1935     MONUMENTED       CGS
 OM1145
 OM1145                          STATION DESCRIPTION
 OM1145
 OM1145'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 OM1145'STATION IS ABOUT 13 MILES NW OF MADISON, ABOUT 5 MILES NNE OF
 OM1145'CROSS PLAINS, ABOUT 3 MILES SE OF MARXVILLE, IN NW 1/4 SEC.
 OM1145'13 T 8 N R 7 E, ON FARM OWNED BY GEORGE MAIER, AND OCCUPIED
 OM1145'BY HIS SON, PETER MAIER, IN SOUTH END AND ON HIGHEST POINT OF
 OM1145'PASTURE, ABOUT 0.2 MILE NNW OF THE HOUSE, ABOUT 75 FEET EAST OF
 OM1145'EAST EDGE OF A SPARSE GROVE OF OAK TREES, 309 FEET WNW OF SE
 OM1145'CORNERPOST OF THE PASTURE FENCE, 77 FEET ENE OF THE 12-INCH
 OM1145'OAK TREE THAT STANDS AT SE CORNER OF GROVE, 79 FEET EAST OF
 OM1145'THE 15-INCH OAK TREE THAT STANDS AT EAST EDGE OF GROVE, 41
 OM1145'FEET NORTH OF THE SOUTH PASTURE FENCE.  THE MARK IS 15
 OM1145'INCHES UNDERGROUND.
 OM1145'
 OM1145'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 OM1145'TABLETS SET IN CONCRETE.
 OM1145'
 OM1145'AZ. MK. IS ESE OF STATION, 23 FEET NW OF CENTER-LINE OF THE
 OM1145'NORTHEAST-SOUTHWEST GRAVEL ROAD, ABOUT 0.2 MILE ENE OF MR.
 OM1145'MAIERS HOUSE, 20 FEET NE OF A TELEPHONE POLE.  IT PROJECTS
 OM1145'4 INCHES.
 OM1145'
 OM1145'R.M. NO. 1 IS SSE OF STATION, ON SOUTH PASTURE FENCE LINE,
 OM1145'275 FEET WEST OF THE SE CORNER-POST OF PASTURE FENCE.  IT IS
 OM1145'FLUSH WITH THE SURFACE.
 OM1145'
 OM1145'R.M. NO. 2 IS SW OF STATION, ON SOUTH PASTURE FENCE LINE, 31
 OM1145'FEET ESE OF THE 12-INCH OAK TREE, 43 FEET EAST OF THE 18-INCH
 OM1145'OAK TREE THAT STANDS ON FENCE LINE AND TO WHICH THE PASTURE FENCE
 OM1145'IS NAILED, 65 FEET SSE OF THE 15-INCH OAK TREE, 74.05 FEET WEST
 OM1145'OF R.M. NO. 1.  IT IS FLUSH WITH THE SURFACE.
 OM1145'
 OM1145'TO REACH FROM THE BRIDGE IN SAUK CITY, GO SE ON U.S. 12 ABOUT
 OM1145'4-3/4 MILES TO JUNCTION WITH COUNTY ROUTE P AT PAPES GARAGE.
 OM1145'THENCE SOUTH ON COUNTY P 2.2 MILES TO THE JUNCTION WITH COUNTY
 OM1145'K IN MARXVILLE.  THENCE EAST ON COUNTY K 0.75 MILE TO GRAVEL
 OM1145'T ROAD LEADING SOUTH ABOUT 100 YARDS WEST OF A SCHOOLHOUSE.
 OM1145'THENCE SOUTH ON T ROAD 0.75 MILE TO GRAVEL T ROAD LEADING
 OM1145'EAST.  THENCE EAST AND SOUTHEAST ON GRAVEL ROAD 1.9 MILES TO A
 OM1145'NORTH-SOUTH GRAVEL ROAD THAT IS ABOUT 0.2 MILE EAST OF THE
 OM1145'CROSS-ROADS.  THENCE NORTH AND NE ON GRAVEL ROAD 0.4 MILE
 OM1145'TO LANE LEADING NORTH TO MR. MAIERS HOUSE.  THENCE NORTH ON
 OM1145'LANE 0.1 MILE TO THE HOUSE.  THENCE NNW ACROSS FIELD TO
 OM1145'HIGHEST POINT OF PASTURE AND STATION.
 OM1145'
 OM1145'A 100-FOOT SIGNAL AT HILT IS VISIBLE FROM THE GROUND.
 OM1145'
 OM1145'A 74-FOOT SIGNAL AT MINIX COMES INTO VIEW AT 10 FEET.
 OM1145'
 OM1145'A 100-FOOT SIGNAL AT WELKE COMES INTO VIEW AT 25 FEET.
 OM1145'
 OM1145'AN 87-FOOT SIGNAL AT REUTER IS VISIBLE FROM THE GROUND.
 OM1145'
 OM1145'A 110-FOOT SIGNAL AT WISCONSIN IS VISIBLE FROM THE GROUND.
 OM1145'
 OM1145'HEIGHT OF LIGHT ABOVE STATION MARK - 74 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0404 ***********************************************************************
 OL0404  DESIGNATION -  MAITLAND
 OL0404  PID         -  OL0404
 OL0404  STATE/COUNTY-  WI/MILWAUKEE
 OL0404  USGS QUAD   -  MILWAUKEE (1971)
 OL0404
 OL0404                         *CURRENT SURVEY CONTROL
 OL0404  ___________________________________________________________________
 OL0404* NAD 83(1991)-  43 01 51.91694(N)    087 54 00.14577(W)     ADJUSTED  
 OL0404* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 OL0404  ___________________________________________________________________
 OL0404  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 OL0404  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 OL0404
 OL0404  HORZ ORDER  -  THIRD
 OL0404
 OL0404.The horizontal coordinates were established by classical geodetic methods
 OL0404.and adjusted by the National Geodetic Survey in November 1991..
 OL0404
 OL0404.The orthometric height was scaled from a topographic map.
 OL0404
 OL0404.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0404
 OL0404.The geoid height was determined by GEOID03.
 OL0404
 OL0404;                    North         East     Units Scale Factor Converg.
 OL0404;SPC WI S     -   116,698.821   771,120.296   MT  0.99995330   +1 26 34.4
 OL0404;SPC WI S     -   382,869.38  2,529,917.17   sFT  0.99995330   +1 26 34.4
 OL0404;UTM  16      - 4,764,660.095   426,675.967   MT  0.99966614   -0 36 51.2
 OL0404
 OL0404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0404!SPC WI S     -   0.99997761  x   0.99995330  =   0.99993091
 OL0404!UTM  16      -   0.99997761  x   0.99966614  =   0.99964375
 OL0404
 OL0404:                Primary Azimuth Mark                     Grid Az
 OL0404:SPC WI S     -  MAITLAND AZ MK                           006 50 28.6
 OL0404:UTM  16      -  MAITLAND AZ MK                           008 53 54.2
 OL0404
 OL0404|---------------------------------------------------------------------|
 OL0404| PID    Reference Object                     Distance      Geod. Az  |
 OL0404|                                                           dddmmss.s |
 OL0404| CI9222 MAITLAND AZ MK                                     0081703.0 |
 OL0404| CI9225 MAITLAND 2 AZ MK                                   0201248.3 |
 OL0404| OL0388 MILWAUKEE NORTH POINT LIGHT         APPROX. 4.5 KM 0312053.9 |
 OL0404| OL0408 MILWAUKEE NORTH ENTRANCE LIGHT      APPROX. 2.1 KM 0483929.4 |
 OL0404| OL0424 MILWAUKEE BREAKWATER LIGHT          APPROX. 1.5 KM 1071900.2 |
 OL0404| OL0423 MILWAUKEE BRKWTR ENT S SIDE LT      APPROX. 1.6 KM 1130616.4 |
 OL0404| OL0414 MILWAUKEE PIERHEAD LIGHT            APPROX. 0.7 KM 1460628.8 |
 OL0404| OL0415 MILWAUKEE SOUTH PIERHEAD LIGHT      APPROX. 0.8 KM 1503012.9 |
 OL0404| CI9223 MAITLAND RM 1                         9.820 METERS 18158     |
 OL0404| OL0427 MAITLAND 2                           11.548 METERS 19625     |
 OL0404| CI9224 MAITLAND RM 2                        13.637 METERS 29551     |
 OL0404| OL0420 MILWAUKEE WIS TELE BLDG CUP         APPROX. 1.1 KM 3260254.5 |
 OL0404|---------------------------------------------------------------------|
 OL0404
 OL0404                          SUPERSEDED SURVEY CONTROL
 OL0404
 OL0404  NAD 83(1986)-  43 01 51.90510(N)    087 54 00.15756(W) AD(       ) 3
 OL0404  NAD 27      -  43 01 51.85000(N)    087 53 59.84900(W) AD(       ) 3
 OL0404
 OL0404.Superseded values are not recommended for survey control.
 OL0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0404.See file dsdata.txt to determine how the superseded data were derived.
 OL0404
 OL0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2667664660(NAD 83)
 OL0404_MARKER: DS = TRIANGULATION STATION DISK
 OL0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0404
 OL0404  HISTORY     - Date     Condition        Report By
 OL0404  HISTORY     - 1953     MONUMENTED       CGS
 OL0404  HISTORY     - 1970     GOOD             NGS
 OL0404  HISTORY     - 1970     GOOD             NGS
 OL0404  HISTORY     - 1976     GOOD             NGS
 OL0404  HISTORY     - 1977     GOOD             NGS
 OL0404  HISTORY     - 1978     GOOD             NGS
 OL0404  HISTORY     - 1989     GOOD             USPSQD
 OL0404  HISTORY     - 20021231 MARK NOT FOUND   USPSQD
 OL0404
 OL0404                          STATION DESCRIPTION
 OL0404
 OL0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OL0404'STATION IS LOCATED 0.5 MILE EAST OF THE CENTER OF MILWAUKEE ON THE
 OL0404'GROUNDS OF THE MAITLAND FIELD
 OL0404'AIRPORT.  IT IS 38 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 OL0404'AIRPORT ADMINISTRATION BUILDING, 17
 OL0404'FEET SOUTH OF A FENCE CORNER AND 3 FEET WEST OF A FENCE
 OL0404'LINE.  THE MARK IS LUSH AND THE DISK IS
 OL0404'STAMPED MAITLAND 1953.
 OL0404'
 OL0404'REFERENCE MARK NO. 1 IS 13 FEET EAST OF THE NORTHEAST CORNER OF THE
 OL0404'ADMINISTRATION BUILDING AND 1
 OL0404'FOOT WEST OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 OL0404'MAITLAND NO 1 1953.
 OL0404'
 OL0404'REFERENCE MARK NO. 2 IS 51 FEET NORTH OF THE NORTHWEST CORNER OF THE
 OL0404'ADMINISTRATION BUILDING AND 1
 OL0404'FOOT SOUTH OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 OL0404'STAMPED MAITLAND NO 2 1953.
 OL0404'
 OL0404'AZIMUTH MARK IS LOCATED AT THE NORTHWEST CORNER OF THE AIRPORT.  IT
 OL0404'IS 74 FEET EAST OF THE CENTER OF
 OL0404'A PAVED ROAD, 44 FEET EAST OF THE NORTHEAST CORNER OF THE AIRPORT, 2
 OL0404'FEET EAST OF A WHITE WITNESS POST
 OL0404'AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK PROJECTS
 OL0404'12 INCHES AND THE DISK IS STAMPED MAITLAND 1953.
 OL0404'
 OL0404'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 OL0404
 OL0404                          STATION RECOVERY (1970)
 OL0404
 OL0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 OL0404'ALL MARKS WERE FOUND IN GOOD CONDITION.  THIS STATION WAS VISITED
 OL0404'WITH THE IDEA OF
 OL0404'MOVING IT OUT OF THE WAY OF CONSTRUCTION BUT AFTER
 OL0404'CONTACTING STATE AND COUNTY
 OL0404'ENGINEERS IT WAS FOUND TO BE BETTER TO
 OL0404'WAIT ABOUT 2 MONTHS UNTIL AN OLD ARMY NIKE
 OL0404'SITE TO THE EAST IS TORN
 OL0404'DOWN AND THEN A SPOT CAN BE PICKED FOR THE NEW STATION.  THE
 OL0404'PROJECT ENGINEER
 OL0404'SAID THAT THERE WOULD BE NO CONSTRUCTION IN THE AREA FOR AT
 OL0404'LEAST SEVERAL MONTHS.
 OL0404'
 OL0404'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT MILWAUKEE
 OL0404
 OL0404                          STATION RECOVERY (1970)
 OL0404
 OL0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 OL0404'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE FOUND
 OL0404'IN GOOD CONDITION.
 OL0404'THE AZIMUTH MARK WAS OBSTRUCTED BY CARS AND COULD NOT
 OL0404'BE TAKEN.  IT IS IN THE WAY OF
 OL0404'CONSTRUCTION AND WAS DESTROYED.  REFERENCE
 OL0404'MARK 2 WAS DESTROYED SINCE IT WAS ALSO IN THE WAY
 OL0404'OF CONSTRUCTION.  THE
 OL0404'STATION MARK IS VERY NEAR THE BASE OF A PIER FOR OVERHEAD EXPRESSWAY
 OL0404'AND IT IS POSSIBLE
 OL0404'THAT IT WILL BE DISTURBED BY CONSTRUCTION.  MR. DON HAACK
 OL0404'THE PROJECT ENGINEER SAID THAT
 OL0404'EVERY EFFORT WOULD BE MADE TO PRESERVE THE
 OL0404'STATION MARK.  IN THE EVENT THAT THE STATION IS
 OL0404'DISTURBED A NEW STATION
 OL0404'MAITLAND 2 1970 WAS SET.  THE STATION MARK WAS LEFT INTACT AS WAS
 OL0404'REFERENCE MARK 1.  THE
 OL0404'DISTANCE AND DIRECTION TO THE REFERENCE MARKS CHECKED.
 OL0404'THE CONSTRUCTION IS SLATED TO
 OL0404'LAST ABOUT 3 YEARS AND AT THE END THIS
 OL0404'STATION SHOULD BE CHECKED AND IF NOT DISTURBED A
 OL0404'NEW DESCRIPTION SHOULD
 OL0404'BE MADE.
 OL0404'
 OL0404'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT MILWAUKEE
 OL0404'
 OL0404'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 OL0404
 OL0404                          STATION RECOVERY (1976)
 OL0404
 OL0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RS)
 OL0404'STATION RECOVERED AS DESCRIBED.  AZIMUTH AND REFERENCE MARKS NOT
 OL0404'SEARCHED FOR.
 OL0404'
 OL0404'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN MILWAUKEE.
 OL0404
 OL0404                          STATION RECOVERY (1977)
 OL0404
 OL0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JVT)
 OL0404'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND TO BE
 OL0404'IN GOOD CONDITION.  REFERENCE MARK 2 AND THE AZIMUTH MARK WERE NOT
 OL0404'RECOVERED.  A NEW DESCRIPTION FOLLOWS.
 OL0404'
 OL0404'THE STATION IS LOCATED ABOUT 0.5 MILE EAST OF THE CENTER OF
 OL0404'MILWAUKEE ON THE GROUNDS OF THE MILWAUKEE WORLD FESTIVAL, INC.,
 OL0404'38 FEET NORTHEAST OF THE NORTH-CORNER OF THEIR OFFICE BUILDING,
 OL0404'25 FEET SOUTH OF A FENCE CORNER, AND 3 FEET WEST OF THE WEST
 OL0404'EDGE OF PAVING, AND 23 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 OL0404'OF BRIDGE PIER F11-N4A FOR THE OVERHEAD EXPRESSWAY.
 OL0404'
 OL0404'REFERENCE MARK 1 IS 13 FEET EAST OF THE NORTHEAST CORNER OF THE
 OL0404'BUILDING AND 1 FOOT WEST OF THE WEST EDGE OF PAVING OF THE PARKING
 OL0404'LOT.  THE MARK IS FLUSH AND IS STAMPED MAITLAND NO 1 1953.
 OL0404
 OL0404                          STATION RECOVERY (1978)
 OL0404
 OL0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 OL0404'STATION MARK FOUND IN GOOD CONDITION, REFERENCE MARK 1 ALSO.  THE
 OL0404'STATION WAS OCCUPIED FOR A CHECK.  THE DISTANCE CHECKED THE 1953
 OL0404'MEASUREMENT.  IT WAS 0.013 METER LONGER THAN THE 1970
 OL0404'MEASUREMENT.  MAITLAND 1953 LIGHT TO MAITLAND 2 WAS DIFFERED BY
 OL0404'0.006 METER.  THE DIRECTION BREAKWATER LIGHT TO REFERENCE MARK 1 WAS
 OL0404'GREATER THAN THE 1970 DIRECTION BY 4-MINUTE AND 25 SECONDS
 OL0404'AND THE 1953 BY 2-MINUTES AND 31 SECONDS.  THE ANGLE TO
 OL0404'MAITLAND 2 WAS BY 1-MINUTE AND 14.7 SECONDS.
 OL0404'
 OL0404'FOR THE INFORMATION OF DESCRIPTION AND TO REACH SEE RECOVERY NOTE
 OL0404'MAITLAND 2.
 OL0404'
 OL0404'THE STATION IS UNDER THE EAST EDGE OF THE ELEVATED NORTH BOUND LANE
 OL0404'OF INTERSTATE HIGHWAY 794., 37 FEET NORTHEAST OF THE NORTHEAST
 OL0404'CORNER OF A SMALL RED BRICK BUILDING, 17 FEET NORTHEAST OF POWER
 OL0404'POLE WITH SIREN ON IT, 25 FEET SOUTHEAST OF CORNER OF CHAIN LINK
 OL0404'FENCE, 18 FEET SOUTHWEST OF POWER POLE WITH TRANSFORMER, 22 FEET
 OL0404'SOUTHEAST OF PIER NUMBER P 11-N4A FOR INTERSTATE HIGHWAY 794, 11
 OL0404'FEET EAST OF THE LINK FENCE AND 1 FOOT WEST OF A METAL WITNESS POST.
 OL0404'THE MARK IS FLUSH AND THE DISK STAMPED MAITLAND 1953.
 OL0404'
 OL0404'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT THE EAST EDGE
 OL0404'OF MILWAUKEE.
 OL0404'
 OL0404'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 OL0404
 OL0404                          STATION RECOVERY (1989)
 OL0404
 OL0404'RECOVERY NOTE BY US POWER SQUADRON 1989 (JCB)
 OL0404'RECOVERED IN GOOD CONDITION.
 OL0404
 OL0404                          STATION RECOVERY (2002)
 OL0404
 OL0404'RECOVERY NOTE BY US POWER SQUADRON 2002 (MR)
 OL0404'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0427 ***********************************************************************
 OL0427  DESIGNATION -  MAITLAND 2
 OL0427  PID         -  OL0427
 OL0427  STATE/COUNTY-  WI/MILWAUKEE
 OL0427  USGS QUAD   -  MILWAUKEE (1971)
 OL0427
 OL0427                         *CURRENT SURVEY CONTROL
 OL0427  ___________________________________________________________________
 OL0427* NAD 83(1991)-  43 01 51.55798(N)    087 54 00.28986(W)     ADJUSTED  
 OL0427* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 OL0427  ___________________________________________________________________
 OL0427  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 OL0427  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 OL0427
 OL0427  HORZ ORDER  -  THIRD
 OL0427
 OL0427.The horizontal coordinates were established by classical geodetic methods
 OL0427.and adjusted by the National Geodetic Survey in November 1991..
 OL0427.No horizontal observational check was made to the station.
 OL0427
 OL0427.The orthometric height was scaled from a topographic map.
 OL0427
 OL0427.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0427
 OL0427.The geoid height was determined by GEOID03.
 OL0427
 OL0427;                    North         East     Units Scale Factor Converg.
 OL0427;SPC WI S     -   116,687.665   771,117.314   MT  0.99995331   +1 26 34.3
 OL0427;SPC WI S     -   382,832.78  2,529,907.39   sFT  0.99995331   +1 26 34.3
 OL0427;UTM  16      - 4,764,649.057   426,672.587   MT  0.99966615   -0 36 51.3
 OL0427
 OL0427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0427!SPC WI S     -   0.99997761  x   0.99995331  =   0.99993092
 OL0427!UTM  16      -   0.99997761  x   0.99966615  =   0.99964376
 OL0427
 OL0427|---------------------------------------------------------------------|
 OL0427| PID    Reference Object                     Distance      Geod. Az  |
 OL0427|                                                           dddmmss.s |
 OL0427| OL0404 MAITLAND                             11.548 METERS 01625     |
 OL0427| CI9225 MAITLAND 2 AZ MK                                   0200733.2 |
 OL0427| OL0389 MILWAUKEE WATER WKS PARK TOWER      APPROX. 3.6 KM 0271723.1 |
 OL0427| CI9223 MAITLAND RM 1                         3.183 METERS 06637     |
 OL0427| OL0424 MILWAUKEE BREAKWATER LIGHT          APPROX. 1.5 KM 1065313.4 |
 OL0427| CI9226 MAITLAND 2 RM 3                      10.346 METERS 18726     |
 OL0427| OL0420 MILWAUKEE WIS TELE BLDG CUP         APPROX. 1.1 KM 3263022.9 |
 OL0427|---------------------------------------------------------------------|
 OL0427
 OL0427                          SUPERSEDED SURVEY CONTROL
 OL0427
 OL0427  NAD 83(1986)-  43 01 51.54613(N)    087 54 00.30165(W) AD(       ) 3
 OL0427  NAD 27      -  43 01 51.49098(N)    087 53 59.99319(W) AD(       ) 3
 OL0427
 OL0427.Superseded values are not recommended for survey control.
 OL0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0427.See file dsdata.txt to determine how the superseded data were derived.
 OL0427
 OL0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2667364649(NAD 83)
 OL0427_MARKER: DS = TRIANGULATION STATION DISK
 OL0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0427_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OL0427
 OL0427  HISTORY     - Date     Condition        Report By
 OL0427  HISTORY     - 1970     MONUMENTED       NGS
 OL0427  HISTORY     - 1975     GOOD             NGS
 OL0427  HISTORY     - 1976     GOOD             NGS
 OL0427  HISTORY     - 1977     GOOD             NGS
 OL0427  HISTORY     - 1978     GOOD             NGS
 OL0427  HISTORY     - 1982     GOOD             AME
 OL0427  HISTORY     - 1989     GOOD             USPSQD
 OL0427  HISTORY     - 20021231 GOOD             USPSQD
 OL0427
 OL0427                          STATION DESCRIPTION
 OL0427
 OL0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 OL0427'THE STATION IS LOCATED ABOUT 1/2 MILE EAST OF THE CENTER OF
 OL0427'MILWAUKEE, ON THE
 OL0427'GROUNDS OF THE ABANDONED MAITLAND AIRPORT.  IT IS 3 FEET
 OL0427'SOUTHEAST OF THE
 OL0427'NORTHEAST CORNER OF THE AIRPORT ADMINSTRATION BUILDING,
 OL0427'1 FOOT NORTHEAST OF A METAL WITNESS
 OL0427'POST, 37 FEET NORTH OF THE
 OL0427'EAST ENTRANCE TO THE BUILDING, 11 FEET SOUTHWEST OF A
 OL0427'METAL WITNESS
 OL0427'POST AND 11 FEET WEST OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK
 OL0427'IS STAMPED MAITLAND 2
 OL0427'1970.
 OL0427'
 OL0427'REFERENCE MARK 1 IS 13 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 OL0427'THE BUILDING, 1
 OL0427'FOOT NORTH OF A METAL WITNESS POST AND 1 FOOT WEST OF
 OL0427'A FENCE.  THE MONUMENT IS FLUSH
 OL0427'AND THE DISK IS STAMPED MAITLAND NO 1
 OL0427'1953.
 OL0427'
 OL0427'REFERENCE MARK 3 IS A STANDARD DISK STAMPED MAITLAND 2 NO 3 1970
 OL0427'SET IN A DRILL
 OL0427'HOLE IN THE TOP CONCRETE STEP OF THE EAST ENTRANCE TO
 OL0427'THE BUILDING, 2 FEET EAST OF THE
 OL0427'EAST WALL AND 6 INCHES SOUTH OF THE N
 OL0427'NORTH EDGE OF THE STEP.
 OL0427'
 OL0427'THE AZIMUTH MARK IS 102 FEET WEST OF THE WEST EDGE OF LAKE, 84
 OL0427'FEET WEST OF A
 OL0427'FENCE CORNER, 95 FEET NORTH OF CENTERLINE OF ROAD TO
 OL0427'A CONCRETE BOAT LAUNCHING RAMP, 2
 OL0427'FEET SOUTH OF FENCE AND 1 FOOT EAST
 OL0427'OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 4
 OL0427'INCHES AND THE DISK
 OL0427'IS STAMPED MAITLAND 2 1970.
 OL0427'
 OL0427'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OL0427
 OL0427                          STATION RECOVERY (1975)
 OL0427
 OL0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CRL)
 OL0427'THIS STATION, MAITLAND 1953, REFERENCE MARK NO. 3 AND THE AZIMUTH
 OL0427'MARK WERE RECOVERED
 OL0427'AS DESCRIBED BY L.F. SMITH IN 1970.
 OL0427'IT IS 82 PACES NORTH OF THE MAIN
 OL0427'ENTRANCE TO THE MILWAUKEE WORLD FESTIVAL
 OL0427'INC., UNDER THE EAST OF THE OVERHEAD BRIDGE, 3 FEET
 OL0427'EAST-SOUTHEAST OF THE
 OL0427'NORTHEAST CORNER OF THE BRICK BUILDING AND TEMPORARY OFFICE FOR THE
 OL0427'FESTIVAL POLICE, AND FLUSH WITH THE GROUND.  IT APPEARS THAT
 OL0427'REFERENCE MARK NO. 1 IS UNDER SURFACED AREA.
 OL0427'
 OL0427'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN MILWAUKEE
 OL0427
 OL0427                          STATION RECOVERY (1976)
 OL0427
 OL0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RS)
 OL0427'STATION RECOVERED AS DESCRIBED.  AZIMUTH AND REFERENCE MARKS NOT
 OL0427'SEARCHED FOR.
 OL0427'
 OL0427'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN MILWAUKEE.
 OL0427
 OL0427                          STATION RECOVERY (1977)
 OL0427
 OL0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JVT)
 OL0427'THE STATION MARK AND REFERENCE MARKS 1 AND 3 WERE RECOVERED IN GOOD
 OL0427'CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR AT THIS TIME.  DUE
 OL0427'TO MANY CHANGES, A NEW DESCRIPTION FOLLOWS.
 OL0427'
 OL0427'THE STATION IS LOCATED ABOUT 0.5 MILE EAST OF THE CENTER OF
 OL0427'MILWAUKEE, ON THE GROUNDS OF THE MILWAUKEE WORLD FESTIVAL, INC.  IT
 OL0427'IS 3 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE MILWAUKEE
 OL0427'WORLD FESTIVAL, INC. OFFICE BUILDING, 11 FEET WEST OF THE WEST
 OL0427'EDGE OF THE PAVED AREA, 37 FEET NORTH OF THE EAST ENTRANCE TO THE
 OL0427'BUILDING, 2.0 FEET WEST OF THE WEST EDGE OF CONCRETE WALK, AND 1.3
 OL0427'FEET EAST OF A METAL WITNESS POST.  THE MONUMENT IS FLUSH WITH THE
 OL0427'SURFACE OF THE GROUND AND THE DISK IS STAMPED MAITLAND 2 1970.
 OL0427'
 OL0427'REFERENCE MARK 1 IS 13 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 OL0427'BUILDING, 1 FOOT WEST OF THE PAVED AREA, AND 2.0 FEET NORTH OF THE
 OL0427'EDGE OF THE CONCRETE WALK.  THE MONUMENT IS SET FLUSH WITH THE
 OL0427'GROUND AND THE DISK IS STAMPED MAITLAND NO 1 1953.
 OL0427'
 OL0427'REFERENCE MARK 3 IS A STANDARD DISK STAMPED MAITLAND NO 3 1970 AND
 OL0427'SET IN A DRILL HOLE IN THE TOP CONCRETE STEP OF THE EAST ENTRANCE
 OL0427'TO THE BUILDING, 2 FEET EAST OF THE EAST WALL OF THE BUILDING, AND
 OL0427'6 INCHES SOUTH OF THE NORTH EDGE OF THE STEP.
 OL0427
 OL0427                          STATION RECOVERY (1978)
 OL0427
 OL0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 OL0427'STATION MARK, REFERENCE MARKS 1, 3 AND THE AZIMUTH MARK WERE
 OL0427'RECOVERED GOOD CONDITION.  THE AZIMUTH MARK IS NO LONGER GROUND
 OL0427'VISIBLE AND NO OBJECT VISIBLE TO ESTABLISH A NEW ONE FROM.  STATION
 OL0427'MAITLAND 1953 WAS ALSO RECOVERED IN GOOD CONDITION.  THE DISTANCE TO
 OL0427'MAITLAND 1953 WAS SHORTER BY 0.006 METER.  REFERENCE MARK 1 WAS
 OL0427'SHORTER BY 0.023 METER AND REFERENCE MARK 3 WAS LONGER BY 0.006
 OL0427'METER.  THE DIRECTION MAITLAND 1953 TO REFERENCE MARK 1 WAS
 OL0427'GREATER BY 5 MINUTES AND 59 SECONDS, REFERENCE MARK 3 WAS 29
 OL0427'SECONDS GREATER.  A NEW DESCRIPTION FOLLOWS--
 OL0427'
 OL0427'THE STATION IS LOCATED ABOUT 1/2 MILE EAST OF THE CENTER OF MILWAUKEE
 OL0427'AND AT THE WEST EDGE OF AN AMUSEMENT PARK LOCALLY KNOWN AS
 OL0427'SUMMERFEST.  ALL THE MARKS EXCEPT THE AZIMUTH MARK ARE UNDER THE
 OL0427'NORTH BOUND LANES OF INTERSTATE HIGHWAY 794.  IT IS 0.1 MILE NORTH
 OL0427'OF THE JUNCTION OF HARBOR DRIVE AND EAST POLK STREET, 0.15 MILE
 OL0427'SOUTH OF HARBOR DRIVE AND CHICAGO STREET JUNCTION., 38 FEET
 OL0427'NORTHEAST OF EAST ENTRANCE TO ENTRANCE TO A RED BRICK BUILDING,
 OL0427'22.5 FEET SOUTH OF POWER POLE WITH A SIREN ATTACHED, 3 FEET EAST
 OL0427'OF NORTHEAST CORNER OF BRICK BUILDING AND 1 FOOT EAST OF A METAL
 OL0427'WITNESS POST.  THE MARK IS FLUSH AND THE DISK STAMPED MAITLAND 2
 OL0427'1970.
 OL0427'
 OL0427'REFERENCE MARK 1 IS 44 FEET NORTHEAST OF THE ENTRANCE TO THE
 OL0427'BUILDING, 20 FEET SOUTH OF POWER POLE WITH SIREN, 13 FEET NORTHEAST
 OL0427'OF NORTHEAST CORNER OF BRICK BUILDING, 1 FOOT EAST OF A METAL
 OL0427'WITNESS POST AND AT THE NORTH END OF A SIDEWALK.  THE MARK IS
 OL0427'FLUSH AND THE DISK STAMPED MAITLAND NO 1 1953.
 OL0427'
 OL0427'REFERENCE MARK 3 IS CEMENTED IN A DRILL HOLE IN THE NORTH END OF
 OL0427'THE TOP STEP OF THE EAST ENTRANCE TO THE RED BRICK BUILDING.  THE
 OL0427'MARK IS STAMPED MAITLAND 2 NO 3 1970.
 OL0427'
 OL0427'THE AZIMUTH MARK IS 1 FOOT EAST OF A METAL WITNESS POST AND 1 FOOT
 OL0427'NORTH OF A CHAIN LINK FENCE.  THE MARK IS FLUSH AND THE DISK
 OL0427'STAMPED MAITLAND 2 1970.
 OL0427'
 OL0427'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF HARBOR DRIVE AND
 OL0427'CHICAGO STREET, GO NORTH ON HARBOR DRIVE FOR 0.25 MILE TO A GATE ON
 OL0427'THE RIGHT.  TURN RIGHT AND GO EAST ALONG A LINK FENCE FOR 0.05
 OL0427'MILE TO A GATE ON THE RIGHT AND THE AZIMUTH MARK.
 OL0427'
 OL0427'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT THE EAST EDGE
 OL0427'OF MILWAUKEE.
 OL0427'
 OL0427'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 OL0427
 OL0427                          STATION RECOVERY (1982)
 OL0427
 OL0427'RECOVERY NOTE BY AERO-METRIC ENGINEERING INCORPORATED 1982 (RT)
 OL0427'MAITLAND 2 1970 RECOVERED GOOD.
 OL0427'
 OL0427'AZIMUTH MARK NOT VISIBLE FROM STATION DUE TO EXTENSIVE CONSTRUCTION
 OL0427'ON SUMMERFEST GROUNDS.
 OL0427
 OL0427                          STATION RECOVERY (1989)
 OL0427
 OL0427'RECOVERY NOTE BY US POWER SQUADRON 1989 (JCB)
 OL0427'RECOVERED IN GOOD CONDITION.
 OL0427
 OL0427                          STATION RECOVERY (2002)
 OL0427
 OL0427'RECOVERY NOTE BY US POWER SQUADRON 2002 (MR)
 OL0427'STATION DISK STAMPED MAITLAND 2 1970 RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0778 ***********************************************************************
 PN0778  DESIGNATION -  MALLARD
 PN0778  PID         -  PN0778
 PN0778  STATE/COUNTY-  WI/PORTAGE
 PN0778  USGS QUAD   -  WHITING (1976)
 PN0778
 PN0778                         *CURRENT SURVEY CONTROL
 PN0778  ___________________________________________________________________
 PN0778* NAD 83(1991)-  44 25 51.27179(N)    089 31 09.18312(W)     ADJUSTED  
 PN0778* NAVD 88     -       340.528  (meters)    1117.22   (feet)  ADJUSTED  
 PN0778  ___________________________________________________________________
 PN0778  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 PN0778  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 PN0778  DYNAMIC HT  -         340.466 (meters)    1117.01  (feet)  COMP
 PN0778  MODELED GRAV-     980,427.4   (mgal)                       NAVD 88
 PN0778
 PN0778  HORZ ORDER  -  SECOND
 PN0778  VERT ORDER  -  FIRST     CLASS II
 PN0778
 PN0778.The horizontal coordinates were established by classical geodetic methods
 PN0778.and adjusted by the National Geodetic Survey in November 1991..
 PN0778
 PN0778.The orthometric height was determined by differential leveling
 PN0778.and adjusted by the National Geodetic Survey in June 1991..
 PN0778
 PN0778.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0778
 PN0778.The geoid height was determined by GEOID03.
 PN0778
 PN0778.The dynamic height is computed by dividing the NAVD 88
 PN0778.geopotential number by the normal gravity value computed on the
 PN0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0778.degrees latitude (g = 980.6199 gals.).
 PN0778
 PN0778.The modeled gravity was interpolated from observed gravity values.
 PN0778
 PN0778;                    North         East     Units Scale Factor Converg.
 PN0778;SPC WI C     -    66,514.732   638,280.202   MT  0.99997072   +0 20 21.2
 PN0778;SPC WI C     -   218,223.75  2,094,090.96   sFT  0.99997072   +0 20 21.2
 PN0778;UTM  16      - 4,922,821.624   299,490.131   MT  1.00009445   -1 45 51.0
 PN0778
 PN0778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0778!SPC WI C     -   0.99995222  x   0.99997072  =   0.99992294
 PN0778!UTM  16      -   0.99995222  x   1.00009445  =   1.00004667
 PN0778
 PN0778:                Primary Azimuth Mark                     Grid Az
 PN0778:SPC WI C     -  PLOVER DEL MONTE CORP TANK               003 18 29.0
 PN0778:UTM  16      -  PLOVER DEL MONTE CORP TANK               005 24 41.2
 PN0778
 PN0778|---------------------------------------------------------------------|
 PN0778| PID    Reference Object                     Distance      Geod. Az  |
 PN0778|                                                           dddmmss.s |
 PN0778| PN1092 PLOVER DEL MONTE CORP TANK          APPROX. 2.9 KM 0033850.2 |
 PN0778| CS5530 MALLARD RM 1                         14.655 METERS 04322     |
 PN0778| CS5531 MALLARD RM 2                         14.110 METERS 13139     |
 PN0778|---------------------------------------------------------------------|
 PN0778
 PN0778                          SUPERSEDED SURVEY CONTROL
 PN0778
 PN0778  NAD 83(1986)-  44 25 51.26934(N)    089 31 09.19396(W) AD(       ) 2
 PN0778  NGVD 29 (03/14/91)  340.56   (m)         1117.3    (f) LEVELING    3  
 PN0778
 PN0778.Superseded values are not recommended for survey control.
 PN0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0778.See file dsdata.txt to determine how the superseded data were derived.
 PN0778
 PN0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ9949022822(NAD 83)
 PN0778_MARKER: DE = TRAVERSE STATION DISK
 PN0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0778_SP_SET: CONCRETE POST
 PN0778_STAMPING: MALLARD 1979
 PN0778_MARK LOGO: WIDT  
 PN0778_PROJECTION: FLUSH
 PN0778_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0778+STABILITY: SURFACE MOTION
 PN0778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0778+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2004
 PN0778
 PN0778  HISTORY     - Date     Condition        Report By
 PN0778  HISTORY     - 1979     MONUMENTED       WIDT
 PN0778  HISTORY     - 1985     GOOD             NGS
 PN0778  HISTORY     - 20031018 GOOD             USPSQD
 PN0778  HISTORY     - 20040213 GOOD             WIDT
 PN0778
 PN0778                          STATION DESCRIPTION
 PN0778
 PN0778'DESCRIBED BY WI DEPT OF TRANSP 1979 (LTK)
 PN0778'THE STATION IS LOCATED NEAR THE SOUTHWEST CORNER OF THE STH 54
 PN0778'STRUCTURE OVER USH 51 ABOUT 0.5 MILES SOUTHEAST OF THE SOUTHEAST
 PN0778'CORNER OF PLOVER.
 PN0778'
 PN0778'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---MALLARD 1979---.
 PN0778'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 PN0778'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 47.5 FEET
 PN0778'SOUTHWEST OF THE SOUTHWEST CORNER OF THE NORTHWEST END OF THE NORTH
 PN0778'BRIDGE RAIL, 46.5 FEET WEST NORTHWEST OF THE SOUTHWEST CORNER OF THE
 PN0778'NORTHWEST END OF THE SOUTH BRIDGE RAIL, 24 FEET SOUTHWEST OF THE
 PN0778'CENTER OF STH 54, 2 FEET SOUTHWEST OF THE GUARDRAIL, AND 2 FEET
 PN0778'NORTHEAST OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 PN0778'IRREGULAR MASS OF CONCRETE 4.5 FEET BELOW GROUND.
 PN0778'
 PN0778'REFERENCE MARK 1 IS A STANDARD WIDT DISK STAMPED---MALLARD RM 1
 PN0778'1980---CEMENTED IN A DRILLED HOLE IN THE TOP OF THE NORTHWEST END OF
 PN0778'NORTH BRIDGE RAIL OF THE STH 54 STRUCTURE.  IT IS 48.5 FEET NORTHEAST
 PN0778'OF A METAL WITNESS POST, 23 FEET NORTHEAST OF THE CENTER OF STH 54,
 PN0778'AND 0.5 FEET SOUTHEAST OF THE NORTHWEST END OF THE NORTH BRIDGE RAIL.
 PN0778'
 PN0778'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---MALLARD RM 2
 PN0778'1980---CEMENTED IN A DRILLED HOLE IN THE TOP OF THE NORTHWEST END OF
 PN0778'THE SOUTH BRIDGE RAIL.  IT IS 46.5 FEET EAST SOUTHEAST OF A METAL
 PN0778'WITNESS POST, 23 FEET SOUTHWEST OF THE CENTER OF STH 54, AND 0.5 FEET
 PN0778'SOUTHEAST OF THE NORTHWEST END OF THE SOUTH BRIDGE RAIL.
 PN0778'
 PN0778'NO AZIMUTH MARK WAS SET.  HEIGHT OF LIGHT ABOVE MARK WAS 1.49 METERS.
 PN0778
 PN0778                          STATION RECOVERY (1985)
 PN0778
 PN0778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0778'26.8 KM (16.65 MI) EAST FROM WISCONSIN RAPIDS.
 PN0778'26.8 KM (16.65 MI) EASTERLY ALONG STATE HIGHWAY 54 FROM ITS JUNCTION
 PN0778'WITH NORTH EIGHTH STREET IN WISCONSIN RAPIDS, NEAR THE NORTHWEST END
 PN0778'OF THE U.S. HIGHWAY 51 OVERPASS, 14.2 M (46.6 FT) NORTHWEST END OF THE
 PN0778'SOUTHWEST CONCRETE BRIDGE GUARDRAIL, 7.3 M (24.0 FT) SOUTHWEST OF THE
 PN0778'CENTERLINE OF THE HIGHWAY, AND 0.6 M (2.0 FT) SOUTHWEST OF THE
 PN0778'SOUTHWEST GUARDRAIL.
 PN0778'THE MARK IS 0.6 METERS  NE FROM  A WITNESS POST
 PN0778'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 PN0778
 PN0778                          STATION RECOVERY (2003)
 PN0778
 PN0778'RECOVERY NOTE BY US POWER SQUADRON 2003 (DS)
 PN0778'STATION IS STAMPED 1980 NOT 1979.
 PN0778'REFERENCE MARK 1 IS BLANK, NO ARROW OR MARKING
 PN0778'REFERENCE MARK 2 IS BLANK, NO ARROW OR MARKING
 PN0778
 PN0778                          STATION RECOVERY (2004)
 PN0778
 PN0778'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 PN0778'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 PN0778'STATION FROM THE JUNCTION OF STATE HIGHWAY 54, COUNTY HIGHWAY B EAST,
 PN0778'AND BUSINESS 51 NORTH IN THE VILLAGE OF PLOVER, GO SOUTHEAST ON STATE
 PN0778'HIGHWAY 54 FOR 2.0 MI (3.22 KM) TO OVERPASS OVER INTERSTATE HIGHWAY 39
 PN0778'AND INTERSTATE HIGHWAY 51 NEAR THE NORTHWEST END OF STRUCTURE.  THE
 PN0778'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION TRAVERSE
 PN0778'STATION DISK SET IN THE TOP OF A 30-CM DIAMETER CONCRETE POST ABOUT
 PN0778'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 7.3 M (24.0 FT)
 PN0778'SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 54, 14.2 M (46.6 FT)
 PN0778'NORTHWEST OF THE END OF THE SOUTHWEST CONCRETE BRIDGE GUARD RAIL, 4.8
 PN0778'M (15.7 FT) EAST OF A WOOD POST FOR A --I 39 AND I 59 NORTH WARNING
 PN0778'AND 50 MPH-- SIGN, 0.6 M (2.0 FT) SOUTHWEST OF THE SOUTHWEST GUARD
 PN0778'RAIL, AND 0.6 M (2.0 FT) NORTHEAST OF A WHITE STEEL WITNESS POST.
 PN0778'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 PN0778'THAN 20 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5429 ***********************************************************************
 DH5429  DESIGNATION -  MALZACHER GPS
 DH5429  PID         -  DH5429
 DH5429  STATE/COUNTY-  WI/LA CROSSE
 DH5429  USGS QUAD   -  ST JOSEPH (1974)
 DH5429
 DH5429                         *CURRENT SURVEY CONTROL
 DH5429  ___________________________________________________________________
 DH5429* NAD 83(1997)-  43 47 51.58501(N)    091 02 35.15379(W)     ADJUSTED  
 DH5429* NAVD 88     -                                                        
 DH5429  ___________________________________________________________________
 DH5429  X           -     -83,945.198 (meters)                     COMP
 DH5429  Y           -  -4,610,470.813 (meters)                     COMP
 DH5429  Z           -   4,392,055.091 (meters)                     COMP
 DH5429  LAPLACE CORR-          -7.35  (seconds)                    DEFLEC99
 DH5429  ELLIP HEIGHT-         235.59  (meters)          (08/01/05) GPS OBS
 DH5429  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 DH5429
 DH5429  HORZ ORDER  -  FIRST
 DH5429  ELLP ORDER  -  SECOND    CLASS I
 DH5429
 DH5429.The horizontal coordinates were established by GPS observations
 DH5429.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5429
 DH5429
 DH5429.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5429
 DH5429.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5429
 DH5429.The ellipsoidal height was determined by GPS observations
 DH5429.and is referenced to NAD 83.
 DH5429
 DH5429.The geoid height was determined by GEOID03.
 DH5429
 DH5429;                    North         East     Units Scale Factor Converg.
 DH5429;SPC WI S     -   200,230.987   516,059.106   MT  0.99995645   -0 43 00.2
 DH5429;SPC WI S     -   656,924.50  1,693,103.92   sFT  0.99995645   -0 43 00.2
 DH5429;UTM  15      - 4,851,261.111   657,426.395   MT  0.99990483   +1 21 16.8
 DH5429
 DH5429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5429!SPC WI S     -   0.99996306  x   0.99995645  =   0.99991951
 DH5429!UTM  15      -   0.99996306  x   0.99990483  =   0.99986789
 DH5429
 DH5429                          SUPERSEDED SURVEY CONTROL
 DH5429
 DH5429.No superseded survey control is available for this station.
 DH5429
 DH5429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ5742651261(NAD 83)
 DH5429_MARKER: DD = SURVEY DISK
 DH5429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5429_STAMPING: MALZACHER GPS 1994
 DH5429_MARK LOGO: WI-063
 DH5429_PROJECTION: FLUSH
 DH5429_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5429+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2003
 DH5429
 DH5429  HISTORY     - Date     Condition        Report By
 DH5429  HISTORY     - 1994     MONUMENTED       WI-063
 DH5429  HISTORY     - 20030225 GOOD             WIDT
 DH5429
 DH5429                          STATION DESCRIPTION
 DH5429
 DH5429'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5429'OWNERSHIP--LA CROSSE COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DH5429'OF STATE HIGHWAY  33 WITH COUNTY HIGHWAY M ABOUT 10 MI EAST OF THE
 DH5429'CITY OF LA CROSSE, GO NORTH ON  COUNTY HIGHWAY M FOR 1.0 MI TO
 DH5429'MALZACHER ROAD ON THE RIGHT, TURN RIGHT AND GO  SOUTHEAST ON MALZACHER
 DH5429'ROAD FOR 0.1 MI TO THE STATION ON THE LEFT.  THE STATION IS A  BRONZE
 DH5429'LA CROSSE COUNTY GEODETIC CONTROL MARKER DISK SET IN THE TOP OF A
 DH5429'30-CM  DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE
 DH5429'STATION IS 6.3 M  NORTH-NORTHEAST OF THE CENTERLINE OF MALZACHER ROAD,
 DH5429'35.2 M NORTHEAST OF A UTILITY  POLE --9415BB26--, 32.6 M NORTH OF A
 DH5429'UTILITY POLE --9415BB27--, 1.1 M SOUTHEAST OF AN  ORANGE 4X4 PLASTIC
 DH5429'WITNESS POST, 1.1 M NORTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS  POST,
 DH5429'0.9 M NORTH-NORTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS POST, AND 0.3 M
 DH5429'SOUTH-SOUTHWEST OF A GREEN METAL WITNESS POST.  ---NOTE---THIS STATION
 DH5429'HAS NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE
 DH5429'THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0997 ***********************************************************************
 PN0997  DESIGNATION -  MANA
 PN0997  PID         -  PN0997
 PN0997  STATE/COUNTY-  WI/WAUPACA
 PN0997  USGS QUAD   -  MANAWA (1982)
 PN0997
 PN0997                         *CURRENT SURVEY CONTROL
 PN0997  ___________________________________________________________________
 PN0997* NAD 83(1991)-  44 27 25.79909(N)    088 53 35.79465(W)     ADJUSTED  
 PN0997* NAVD 88     -       312.     (meters)    1024.     (feet)  SCALED    
 PN0997  ___________________________________________________________________
 PN0997  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 PN0997  GEOID HEIGHT-         -36.36  (meters)                     GEOID03
 PN0997
 PN0997  HORZ ORDER  -  FIRST
 PN0997
 PN0997.The horizontal coordinates were established by classical geodetic methods
 PN0997.and adjusted by the National Geodetic Survey in November 1991..
 PN0997
 PN0997.The orthometric height was scaled from a topographic map.
 PN0997
 PN0997.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0997
 PN0997.The geoid height was determined by GEOID03.
 PN0997
 PN0997;                    North         East     Units Scale Factor Converg.
 PN0997;SPC WI C     -    69,919.285   688,076.060   MT  0.99996729   +0 46 51.2
 PN0997;SPC WI C     -   229,393.52  2,257,462.87   sFT  0.99996729   +0 46 51.2
 PN0997;UTM  16      - 4,924,394.602   349,378.079   MT  0.99987900   -1 19 34.5
 PN0997
 PN0997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0997!SPC WI C     -   0.99995678  x   0.99996729  =   0.99992408
 PN0997!UTM  16      -   0.99995678  x   0.99987900  =   0.99983579
 PN0997
 PN0997:                Primary Azimuth Mark                     Grid Az
 PN0997:SPC WI C     -  MANA AZ MK                               102 46 01.1
 PN0997:UTM  16      -  MANA AZ MK                               104 52 26.8
 PN0997
 PN0997|---------------------------------------------------------------------|
 PN0997| PID    Reference Object                     Distance      Geod. Az  |
 PN0997|                                                           dddmmss.s |
 PN0997| CJ5693 MANA AZ MK                                         1033252.3 |
 PN0997| CJ5694 MANA RM 1                            33.167 METERS 13928     |
 PN0997| PN0993 WEYAUWEGA MUNICIPAL TANK            APPROX.16.1 KM 1914524.1 |
 PN0997| CJ5695 MANA RM 2                            32.050 METERS 22230     |
 PN0997| PN0996 MANAWA MUNICIPAL TANK               APPROX. 2.0 KM 2763052.2 |
 PN0997|---------------------------------------------------------------------|
 PN0997
 PN0997                          SUPERSEDED SURVEY CONTROL
 PN0997
 PN0997  NAD 83(1986)-  44 27 25.79826(N)    088 53 35.80026(W) AD(       ) 1
 PN0997  NAD 27      -  44 27 25.87100(N)    088 53 35.41600(W) AD(       ) 1
 PN0997
 PN0997.Superseded values are not recommended for survey control.
 PN0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0997.See file dsdata.txt to determine how the superseded data were derived.
 PN0997
 PN0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ4937824395(NAD 83)
 PN0997_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PN0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0997
 PN0997  HISTORY     - Date     Condition        Report By
 PN0997  HISTORY     - 1954     MONUMENTED       CGS
 PN0997  HISTORY     - 1971     SEE DESCRIPTION  WIDT
 PN0997
 PN0997                          STATION DESCRIPTION
 PN0997
 PN0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 PN0997'THE STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF WAUPACA AND
 PN0997'2 MILES EAST OF MANAWA ON A PROMINENT WOODED HILL.  IT IS
 PN0997'81 FEET NORTHEAST OF A LARGE OAK TREE, 30 FEET NORTH OF A
 PN0997'FENCE AND 6 FEET SOUTHEAST OF A WHITE WITNESS POST.  THE
 PN0997'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED MANA 1954.
 PN0997'
 PN0997'REFERENCE MARK NO. 1 IS 80 FEET WEST OF A FENCE, 60 FEET
 PN0997'NORTHEAST OF A LARGE OAK TREE AND 52 FEET SOUTH OF A FENCE.
 PN0997'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED MANA
 PN0997'NO 1 1954.
 PN0997'
 PN0997'REFERENCE MARK NO. 2 IS 51 FEET SOUTH OF A FENCE, 44 FEET
 PN0997'SOUTH OF A LARGE OAK TREE AND 4 FEET NORTH-NORTHEAST OF A
 PN0997'LARGE BOULDER.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 PN0997'STAMPED MANA NO 2 1954.
 PN0997'
 PN0997'THE AZIMUTH MARK IS 23 FEET EAST OF THE CENTER OF A BLACKTOP
 PN0997'ROAD, 4.5 FEET SOUTH OF A POWER POLE AND 3.5 FEET NORTHWEST
 PN0997'OF A WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES AND
 PN0997'THE DISK IS STAMPED MANA 1954.
 PN0997'
 PN0997'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 22
 PN0997'AND COUNTY ROUTE B AT THE SOUTH SIDE OF MANAWA, GO SOUTH
 PN0997'AND EAST ON COUNTY ROUTE B FOR 1.0 MILE TO WHERE COUNTY
 PN0997'ROUTE B TURNS SOUTH, CONTINUE EAST ON A BLACKTOP ROAD FOR
 PN0997'0.9 MILE TO A DIRT FARM ROAD LEFT, (FROM HERE CONTINUE EAST
 PN0997'AND THEN NORTH ON THE BLACKTOP ROAD FOR 0.75 MILE TO THE
 PN0997'AZIMUTH MARK ON THE RIGHT.) TURN LEFT AND GO NORTHERLY ON
 PN0997'THE FARM ROAD UP THROUGH A VERY ROCKY FIELD FOR 0.3 MILE TO
 PN0997'THE STATION AS DESCRIBED.
 PN0997'
 PN0997'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 PN0997
 PN0997                          STATION RECOVERY (1971)
 PN0997
 PN0997'RECOVERY NOTE BY WI DEPT OF TRANSP 1971 (MTM)
 PN0997'STATION MANA-OK DESCRIPTION OK (STEEL POST WITH WITNESS
 PN0997'SIGN 2 FT SOUTH OF STATION)
 PN0997'
 PN0997'AZIMUTH-OK DESCRIPTION BELOW
 PN0997'
 PN0997'R.M. 1 AND R.M. 2-OK DESCRIPTIONS OK
 PN0997'
 PN0997'AZIMUTH MARK IS 23 FT EAST OF THE CENTER OF C.T.H. O, 92
 PN0997'FT SOUTH OF A POWER POLE, ABOUT 500 FT NORTH OF EAST QUARTER
 PN0997'CORNER, SECT. 23, AND 1.7 FT NORTH OF A STEEL WITNESS POST.
 PN0997'THE MARK PROJECTS 6 IN AND THE DISK IS STAMPED MANA 1954.
 PN0997'
 PN0997'ALSO A DISTANCE CHANGE IN THE PORTION IN PARENTHESIS IN THE
 PN0997'LAST PARAGRAPH, (FROM HERE CONTINUE EAST AND THEN NORTH ON
 PN0997'THE BLACKTOP ROAD FOR 0.6 MILE TO THE AZIMUTH MARK ON THE
 PN0997'RIGHT)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0996 ***********************************************************************
 PN0996  DESIGNATION -  MANAWA MUNICIPAL TANK
 PN0996  PID         -  PN0996
 PN0996  STATE/COUNTY-  WI/WAUPACA
 PN0996  USGS QUAD   -  MANAWA (1982)
 PN0996
 PN0996                         *CURRENT SURVEY CONTROL
 PN0996  ___________________________________________________________________
 PN0996* NAD 83(1991)-  44 27 33.04472(N)    088 55 04.50593(W)     ADJUSTED  
 PN0996* NAVD 88     -                                                        
 PN0996  ___________________________________________________________________
 PN0996  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 PN0996  GEOID HEIGHT-         -36.36  (meters)                     GEOID03
 PN0996
 PN0996  HORZ ORDER  -  THIRD
 PN0996
 PN0996.The horizontal coordinates were established by classical geodetic methods
 PN0996.and adjusted by the National Geodetic Survey in November 1991..
 PN0996
 PN0996
 PN0996.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0996
 PN0996.The geoid height was determined by GEOID03.
 PN0996
 PN0996;                    North         East     Units Scale Factor Converg.
 PN0996;SPC WI C     -    70,116.479   686,112.118   MT  0.99996703   +0 45 48.6
 PN0996;SPC WI C     -   230,040.48  2,251,019.51   sFT  0.99996703   +0 45 48.6
 PN0996;UTM  16      - 4,924,663.849   347,422.881   MT  0.99988630   -1 20 36.9
 PN0996
 PN0996                          SUPERSEDED SURVEY CONTROL
 PN0996
 PN0996  NAD 83(1986)-  44 27 33.04380(N)    088 55 04.51155(W) AD(       ) 4
 PN0996  NAD 27      -  44 27 33.11600(N)    088 55 04.12700(W) AD(       ) 3
 PN0996
 PN0996.Superseded values are not recommended for survey control.
 PN0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0996.See file dsdata.txt to determine how the superseded data were derived.
 PN0996
 PN0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ4742324664(NAD 83)
 PN0996
 PN0996  HISTORY     - Date     Condition        Report By
 PN0996  HISTORY     - 1954     MONUMENTED       CGS
 PN0996  HISTORY     - 19990822 GOOD             USPSQD
 PN0996  HISTORY     - 20011203 GOOD             NGS
 PN0996  HISTORY     - 20040111 MARK NOT FOUND   USPSQD
 PN0996
 PN0996                          STATION DESCRIPTION
 PN0996
 PN0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 PN0996'THE STATION IS LOCATED ABOUT 100 YARDS SOUTH OF FACTORY AND
 PN0996'HIGH STREETS IN THE TOWN OF MANAWA.  IT IS ABOUT 125 FEET HIGH,
 PN0996'OF STEEL CONSTRUCTION, PAINTED SILVER WITH MANAWA STENCILED ON
 PN0996'THE SIDE OF THE BOWL, FOUR LEGGED AND HAS A BALL ON TOP.  THE
 PN0996'POINT INTERSECTED WAS THE BALL ON TOP.
 PN0996
 PN0996                          STATION RECOVERY (1999)
 PN0996
 PN0996'RECOVERY NOTE BY US POWER SQUADRON 1999
 PN0996'RECOVERED IN GOOD CONDITION.
 PN0996
 PN0996                          STATION RECOVERY (2001)
 PN0996
 PN0996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PN0996'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PN0996
 PN0996                          STATION RECOVERY (2004)
 PN0996
 PN0996'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0996'NOT FOUND.  A NEW WATER TANK WAS BUILT NEAR THE SIGHT OF THE DESCRIBED
 PN0996'TANK IN 1997.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5601 ***********************************************************************
 DH5601  DESIGNATION -  MANCHESTER EAST GPS
 DH5601  PID         -  DH5601
 DH5601  STATE/COUNTY-  WI/GREEN LAKE
 DH5601  USGS QUAD   -  MANCHESTER (1980)
 DH5601
 DH5601                         *CURRENT SURVEY CONTROL
 DH5601  ___________________________________________________________________
 DH5601* NAD 83(1997)-  43 40 33.49210(N)    089 01 53.33972(W)     ADJUSTED  
 DH5601* NAVD 88     -                                                        
 DH5601  ___________________________________________________________________
 DH5601  X           -      78,101.737 (meters)                     COMP
 DH5601  Y           -  -4,619,923.930 (meters)                     COMP
 DH5601  Z           -   4,382,286.634 (meters)                     COMP
 DH5601  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 DH5601  ELLIP HEIGHT-         237.13  (meters)          (08/01/05) GPS OBS
 DH5601  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 DH5601
 DH5601  HORZ ORDER  -  FIRST
 DH5601  ELLP ORDER  -  SECOND    CLASS I
 DH5601
 DH5601.The horizontal coordinates were established by GPS observations
 DH5601.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5601
 DH5601
 DH5601.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5601
 DH5601.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5601
 DH5601.The ellipsoidal height was determined by GPS observations
 DH5601.and is referenced to NAD 83.
 DH5601
 DH5601.The geoid height was determined by GEOID03.
 DH5601
 DH5601;                    North         East     Units Scale Factor Converg.
 DH5601;SPC WI S     -   186,639.286   678,096.429   MT  0.99994402   +0 39 55.7
 DH5601;SPC WI S     -   612,332.39  2,224,721.37   sFT  0.99994402   +0 39 55.7
 DH5601;UTM  16      - 4,837,889.825   336,242.209   MT  0.99992985   -1 24 11.6
 DH5601
 DH5601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5601!SPC WI S     -   0.99996282  x   0.99994402  =   0.99990684
 DH5601!UTM  16      -   0.99996282  x   0.99992985  =   0.99989267
 DH5601
 DH5601                          SUPERSEDED SURVEY CONTROL
 DH5601
 DH5601.No superseded survey control is available for this station.
 DH5601
 DH5601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP3624237890(NAD 83)
 DH5601_MARKER: DD = SURVEY DISK
 DH5601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5601_STAMPING: MANCHESTER EAST GPS 1994
 DH5601_MARK LOGO: WIDT  
 DH5601_PROJECTION: FLUSH
 DH5601_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5601+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH5601
 DH5601  HISTORY     - Date     Condition        Report By
 DH5601  HISTORY     - 1993     MONUMENTED       WI-047
 DH5601  HISTORY     - 20030818 GOOD             WIDT
 DH5601  HISTORY     - 20051228 GOOD             WIDT
 DH5601
 DH5601                          STATION DESCRIPTION
 DH5601
 DH5601'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5601'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH5601'STATION FROM THE  JUNCTION OF STATE HIGHWAY 44 WITH STATE HIGHWAY 73
 DH5601'ABOUT 1 MI EAST OF THE TOWN OF  MANCHESTER, GO SOUTH ON STATE HIGHWAY
 DH5601'73 FOR 1.1 MI TO ZINK ROAD ON THE LEFT, CONTINUE  SOUTH ON STATE
 DH5601'HIGHWAY 73 FOR 0.05 MI TO THE STATION ON THE RIGHT.  THE STATION IS A
 DH5601'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC CONTROL MARKER
 DH5601'DISK SET IN  THE TOP OF A 45-CM DIAMETER CONCRETE POST ABOUT 1 M BELOW
 DH5601'THE HIGHWAY PAVEMENT.  THE  STATION IS 12.6 M WEST OF THE CENTERLINE
 DH5601'OF STATE HIGHWAY 73, 49.0 M NORTH OF A METAL  POST  FOR A --CAUTION
 DH5601'BURIED TELEPHONE CABLE-- SIGN, 5.9 M SOUTHEAST OF TELEPHONE PEDESTAL
 DH5601'--211--, AND 1.0 M WEST, SOUTHEAST, NORTHEAST OF THREE ORANGE 4X4
 DH5601'PLASTIC WITNESS POSTS.   ---NOTE---THIS STATION HAS NO VISIBLE
 DH5601'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH5601
 DH5601                          STATION RECOVERY (2005)
 DH5601
 DH5601'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5601'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5623 ***********************************************************************
 DH5623  DESIGNATION -  MANCHESTER WEST GPS
 DH5623  PID         -  DH5623
 DH5623  STATE/COUNTY-  WI/GREEN LAKE
 DH5623  USGS QUAD   -  MANCHESTER (1980)
 DH5623
 DH5623                         *CURRENT SURVEY CONTROL
 DH5623  ___________________________________________________________________
 DH5623* NAD 83(1997)-  43 41 24.20855(N)    089 05 54.22582(W)     ADJUSTED  
 DH5623* NAVD 88     -                                                        
 DH5623  ___________________________________________________________________
 DH5623  X           -      72,689.201 (meters)                     COMP
 DH5623  Y           -  -4,618,924.631 (meters)                     COMP
 DH5623  Z           -   4,383,412.523 (meters)                     COMP
 DH5623  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 DH5623  ELLIP HEIGHT-         228.30  (meters)          (08/01/05) GPS OBS
 DH5623  GEOID HEIGHT-         -35.71  (meters)                     GEOID03
 DH5623
 DH5623  HORZ ORDER  -  FIRST
 DH5623  ELLP ORDER  -  SECOND    CLASS I
 DH5623
 DH5623.The horizontal coordinates were established by GPS observations
 DH5623.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5623
 DH5623
 DH5623.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5623
 DH5623.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5623
 DH5623.The ellipsoidal height was determined by GPS observations
 DH5623.and is referenced to NAD 83.
 DH5623
 DH5623.The geoid height was determined by GEOID03.
 DH5623
 DH5623;                    North         East     Units Scale Factor Converg.
 DH5623;SPC WI S     -   188,143.857   672,684.205   MT  0.99994523   +0 37 10.2
 DH5623;SPC WI S     -   617,268.64  2,206,964.76   sFT  0.99994523   +0 37 10.2
 DH5623;UTM  16      - 4,839,588.806   330,887.853   MT  0.99995178   -1 26 59.4
 DH5623
 DH5623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5623!SPC WI S     -   0.99996420  x   0.99994523  =   0.99990943
 DH5623!UTM  16      -   0.99996420  x   0.99995178  =   0.99991598
 DH5623
 DH5623                          SUPERSEDED SURVEY CONTROL
 DH5623
 DH5623.No superseded survey control is available for this station.
 DH5623
 DH5623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP3088839589(NAD 83)
 DH5623_MARKER: DD = SURVEY DISK
 DH5623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5623_STAMPING: MANCHESTER WEST GPS 1994
 DH5623_MARK LOGO: WIDT  
 DH5623_PROJECTION: FLUSH
 DH5623_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5623+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2003
 DH5623
 DH5623  HISTORY     - Date     Condition        Report By
 DH5623  HISTORY     - 1994     MONUMENTED       WI-047
 DH5623  HISTORY     - 20030819 GOOD             WIDT
 DH5623
 DH5623                          STATION DESCRIPTION
 DH5623
 DH5623'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5623'OWNERSHIP--TOWN OF MANCHESTER.  TO REACH THE STATION FROM THE JUNCTION
 DH5623'OF STATE  HIGHWAY 44 WITH STATE HIGHWAY 73 ABOUT 3 MI WEST-SOUTHWEST
 DH5623'OF THE CITY OF MARKESAN,  GO WEST ON STATE HIGHWAY 44 FOR 2.7 MI TO
 DH5623'MARQUETTE ROAD, TURN LEFT AND GO SOUTH ON  MARQUETTE ROAD FOR 0.5 MI
 DH5623'TO GRAND RIVER ROAD, CONTINUE AROUND THE CURVE AND GO EAST  ON GRAND
 DH5623'RIVER ROAD FOR 0.3 MI TO THE STATION ON THE RIGHT.  THE STATION IS A
 DH5623'BRONZE  WISCONSIN DEPARTMENT OF TRANSPORTATION GEODEDIC CONTROL MARKER
 DH5623'DISK SET IN THE TOP  OF A 40-CM DIAMETER CONCRETE POST  ABOUT 0.4 M
 DH5623'BELOW THE ROAD PAVEMENT.  THE STATION IS  8.0 M SOUTH OF THE
 DH5623'CENTERLINE OF GRAND RIVER ROAD, 35.8 M SOUTHWEST OF POWER POLE
 DH5623'--14-12-8 22/0--, 33 M EAST OF THE EXTENDED CENTERLINE OF PRIVATE
 DH5623'ENTRANCE --W4350--, AND 0.5 M  SOUTH OF A GREEN METAL WITNESS POST.
 DH5623'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS  EXTENDING HIGHER
 DH5623'THAN 20 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP2444 ***********************************************************************
 PP2444  DESIGNATION -  MANION
 PP2444  PID         -  PP2444
 PP2444  STATE/COUNTY-  WI/PIERCE
 PP2444  USGS QUAD   -  DIAMOND BLUFF WEST (1992)
 PP2444
 PP2444                         *CURRENT SURVEY CONTROL
 PP2444  ___________________________________________________________________
 PP2444* NAD 83(1991)-  44 42 27.74088(N)    092 39 17.70411(W)     ADJUSTED  
 PP2444* NAVD 88     -       329.     (meters)    1079.     (feet)  SCALED    
 PP2444  ___________________________________________________________________
 PP2444  LAPLACE CORR-          -6.61  (seconds)                    DEFLEC99
 PP2444  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 PP2444
 PP2444  HORZ ORDER  -  FIRST
 PP2444
 PP2444.The horizontal coordinates were established by classical geodetic methods
 PP2444.and adjusted by the National Geodetic Survey in March 1999..
 PP2444
 PP2444.The orthometric height was scaled from a topographic map.
 PP2444
 PP2444.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP2444
 PP2444.The geoid height was determined by GEOID03.
 PP2444
 PP2444;                    North         East     Units Scale Factor Converg.
 PP2444;SPC WI C     -   100,597.506   389,655.609   MT  0.99994501   -1 52 23.7
 PP2444;SPC WI C     -   330,043.65  1,278,395.11   sFT  0.99994501   -1 52 23.7
 PP2444;SPC MN S     -   290,623.236   906,580.876   MT  0.99992850   +0 56 34.1
 PP2444;UTM  15      - 4,950,538.965   527,335.684   MT  0.99960919   +0 14 33.9
 PP2444
 PP2444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP2444!SPC WI C     -   0.99995309  x   0.99994501  =   0.99989810
 PP2444!SPC MN S     -   0.99995309  x   0.99992850  =   0.99988160
 PP2444!UTM  15      -   0.99995309  x   0.99960919  =   0.99956230
 PP2444
 PP2444|---------------------------------------------------------------------|
 PP2444| PID    Reference Object                     Distance      Geod. Az  |
 PP2444|                                                           dddmmss.s |
 PP2444| CJ3734 MANION RM 1 AZIMUTH                                04451     |
 PP2444| PP2416 SVEA CHURCH SPIRE                   APPROX.13.7 KM 1264931.9 |
 PP2444| PP2418 AVIATION BEACON 31 B OLD 35         APPROX.11.6 KM 1434449.8 |
 PP2444| CJ3735 MANION RM 2                                        14910     |
 PP2444| CJ3736 MANION RM 3                                        21406     |
 PP2444| PP2449 HASTINGS INSANE ASYLUM TANK         APPROX.14.5 KM 2781021.5 |
 PP2444| PP2445 AVIATION BEACON 32 OLD 36           APPROX. 7.6 KM 2893125.3 |
 PP2444|---------------------------------------------------------------------|
 PP2444
 PP2444                          SUPERSEDED SURVEY CONTROL
 PP2444
 PP2444  NAD 83(1991)-  44 42 27.73302(N)    092 39 17.70181(W) AD(       ) 1
 PP2444  NAD 83(1986)-  44 42 27.73175(N)    092 39 17.70361(W) AD(       ) 1
 PP2444  NAD 27      -  44 42 27.84700(N)    092 39 16.99800(W) AD(       ) 1
 PP2444
 PP2444.Superseded values are not recommended for survey control.
 PP2444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2444.See file dsdata.txt to determine how the superseded data were derived.
 PP2444
 PP2444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2733650539(NAD 83)
 PP2444_MARKER: DS = TRIANGULATION STATION DISK
 PP2444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP2444
 PP2444  HISTORY     - Date     Condition        Report By
 PP2444  HISTORY     - 1931     MONUMENTED       CGS
 PP2444  HISTORY     - 1964     MARK NOT FOUND   CGS
 PP2444  HISTORY     - 1965     MARK NOT FOUND   CGS
 PP2444
 PP2444                          STATION DESCRIPTION
 PP2444
 PP2444'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 PP2444'SEVEN AND ONE-HALF MILES SOUTHEAST OF PRESCOTT, 4 MILES
 PP2444'NORTH-NORTHWEST OF DIAMOND BLUFF, 0.5 MILE WEST OF INTERSECTION
 PP2444'OF COUNTY ROUTES E AND Q, ON HIGHEST POINT OF CULTIVATED FIELD
 PP2444'OWNED BY MRS. MIKE MANION AND OCCUPIED BY MR. SIMON, 70 METERS
 PP2444'(230 FEET) NORTH OF ROUTE Q, 60 METERS (197 FEET) EAST OF THIRD
 PP2444'CONCRETE CULVERT WEST OF ROAD INTERSECTION, AND 0.2 MILE
 PP2444'NORTHWEST OF SMALL RED BUILDING ON SOUTH SIDE OF ROUTE Q.
 PP2444'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 PP2444'CONCRETE.  UPPER MARK IS 10 INCHES BELOW
 PP2444'SURFACE OF GROUND.  REFERENCE MARKS NOS. 1 AND 2 ARE STANDARD
 PP2444'REFERENCE DISKS IN CONCRETE.  NO. 1 PROJECTS 8
 PP2444'INCHES ABOVE GROUND, IS NEAR EDGE OF CULTIVATED FIELD, 6.0
 PP2444'METERS (20 FEET) WEST OF CENTER LINE OF ROUTE E, 0.1 MILE
 PP2444'NORTH OF DRIVEWAY TO FARMHOUSE ON WEST SIDE OF ROAD, 0.55
 PP2444'MILE NORTH OF INTERSECTION OF ROUTES E AND Q, 0.15 MILE SOUTH OF
 PP2444'ROAD LEADING WEST, AND THREE-FOURTHS MILE FROM STATION
 PP2444'N 44 DEG 51 MIN E.  NO. 2 PROJECTS 4 INCHES ABOVE
 PP2444'GROUND, IS ON TOP OF BANK AT EDGE OF ROUTE Q, 7 METERS (23
 PP2444'FEET) NORTH OF CENTER LINE OF HIGHWAY, 90 METERS (295 FEET)
 PP2444'EAST OF THIRD CULVERT WEST OF INTERSECTION OF ROUTES E AND Q,
 PP2444'AND 70.13 METERS (230.1 FEET) FROM STATION S 30 DEG 50 MIN E.
 PP2444'REFERENCE MARK NO. 3 IS STANDARD REFERENCE
 PP2444'DISK, ON WEST END OF NORTH SIDE OF THIRD CONCRETE
 PP2444'CULVERT WEST OF INTERSECTION OF ROUTES E AND Q, 0.5 MILE
 PP2444'WEST OF INTERSECTION OF THE TWO HIGHWAYS, AND 77.51 METERS
 PP2444'(254.3 FEET) FROM STATION S 34 DEG 06 MIN W.
 PP2444
 PP2444                          STATION RECOVERY (1964)
 PP2444
 PP2444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (NGF)
 PP2444'STATION MARK NOT FOUND PROBABLY STILL BURIED IN FIELD.
 PP2444'
 PP2444'REFERENCE MARKS NO. 1 NOT SEARCHED FOR.
 PP2444'
 PP2444'REFERENCE MARKS NO. 2 AND NO. 3 SEARCHED FOR BUT NOT FOUND.
 PP2444'MARKS WERE PROBABLY DESTROYED BY ROAD CONSTRUCTION.
 PP2444
 PP2444                          STATION RECOVERY (1965)
 PP2444
 PP2444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 PP2444'A SEARCH WAS MADE FOR THIS STATION BUT IT WAS NOT RECOVERED.
 PP2444'IT APPEARS THAT THE REFERENCE MARKS HAVE BEEN DESTROYED BY
 PP2444'ROAD CONSTRUCTION.  THE SURFACE STATION MARK WAS SET ABOUT 10
 PP2444'INCHES BELOW THE SURFACE OF THE GROUND AND IT WOULD BE DIFFICULT
 PP2444'TO RECOVER AS ONLY ONE OBJECT WAS VISIBLE FROM THE GROUND.
 PP2444'
 PP2444'THE LAND ON WHICH THE STATION IS DESCRIBED AS BEING LOCATED
 PP2444'IS NOW OWNED BY MR. BERNARD KINNEMAN.  MR. KINNEMAN REPORTED
 PP2444'THAT HE HAD NO KNOWLEDGE OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0129 ***********************************************************************
 PM0129  DESIGNATION -  MANITOU
 PM0129  PID         -  PM0129
 PM0129  STATE/COUNTY-  WI/MANITOWOC
 PM0129  USGS QUAD   -  MANITOWOC (1973)
 PM0129
 PM0129                         *CURRENT SURVEY CONTROL
 PM0129  ___________________________________________________________________
 PM0129* NAD 83(1986)-  44 06 16.     (N)    087 40 59.     (W)     SCALED    
 PM0129* NAVD 88     -       195.417  (meters)     641.13   (feet)  ADJUSTED  
 PM0129  ___________________________________________________________________
 PM0129  GEOID HEIGHT-         -36.12  (meters)                     GEOID03
 PM0129  DYNAMIC HT  -         195.385 (meters)     641.03  (feet)  COMP
 PM0129  MODELED GRAV-     980,451.5   (mgal)                       NAVD 88
 PM0129
 PM0129  VERT ORDER  -  SECOND    CLASS I
 PM0129
 PM0129.The horizontal coordinates were scaled from a topographic map and have
 PM0129.an estimated accuracy of +/- 6 seconds.
 PM0129
 PM0129.The orthometric height was determined by differential leveling
 PM0129.and adjusted by the National Geodetic Survey in May 2003..
 PM0129
 PM0129.The geoid height was determined by GEOID03.
 PM0129
 PM0129.The dynamic height is computed by dividing the NAVD 88
 PM0129.geopotential number by the normal gravity value computed on the
 PM0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0129.degrees latitude (g = 980.6199 gals.).
 PM0129
 PM0129.The modeled gravity was interpolated from observed gravity values.
 PM0129
 PM0129;                    North         East    Units  Estimated Accuracy
 PM0129;SPC WI S     -   236,370.      785,490.      MT  (+/- 180 meters Scaled)
 PM0129
 PM0129                          SUPERSEDED SURVEY CONTROL
 PM0129
 PM0129  NAVD 88 (06/15/91)  195.432  (m)          641.18   (f) UNKNOWN     1 0
 PM0129  NGVD 29 (??/??/92)  195.44   (m)          641.2    (f) COMPUTED    1 0
 PM0129
 PM0129.Superseded values are not recommended for survey control.
 PM0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0129.See file dsdata.txt to determine how the superseded data were derived.
 PM0129
 PM0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP453837(NAD 83)
 PM0129_MARKER: DD = SURVEY DISK
 PM0129_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PM0129_SP_SET: BRIDGE ABUTMENT
 PM0129_STAMPING: BM MANITOU 1967 641.22
 PM0129_MARK LOGO: DOD   
 PM0129_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PM0129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0129+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2003
 PM0129
 PM0129  HISTORY     - Date     Condition        Report By
 PM0129  HISTORY     - 1967     MONUMENTED       DOD
 PM0129  HISTORY     - 1972     GOOD             NGS
 PM0129  HISTORY     - 20010606 GOOD             WIDT
 PM0129  HISTORY     - 20030429 GOOD             USPSQD
 PM0129
 PM0129                          STATION DESCRIPTION
 PM0129
 PM0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0129'AT MANITOWOC.
 PM0129'AT MANITOWOC, 0.3 MILE SOUTH ALONG THE CHICAGO AND NORTH WESTERN
 PM0129'RAILWAY FROM THE WALDO BLVD OVERPASS, 287 FEET SOUTH OF THE
 PM0129'CENTER OF THE CROSSING OF MICHIGAN AVENUE, AT THE NORTH END OF A
 PM0129'LONG BRIDGE OVER THE MANITOWOC RIVER, 9 FEET EAST OF THE EAST
 PM0129'RAIL, SET IN THE TOP OF THE EAST END OF THE NORTH CONCRETE
 PM0129'BRIDGE ABUTMENT, 1.3 FEET WEST OF THE EAST END OF THE ABUTMENT
 PM0129'AND 2 FEET BELOW THE TOP OF RAILS.  SECTION 24, T 19 N, R 23 E.
 PM0129
 PM0129                          STATION RECOVERY (2001)
 PM0129
 PM0129'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PM0129'THE STATION IS LOCATED IN MANITOWOC.  OWNERSHIP--CITY OF MANITOWOC.
 PM0129'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 43 WITH
 PM0129'US HIGHWAY 10 ABOUT 1.6 KM WEST OF THE CITY OF MANITOWOC, GO EAST ON
 PM0129'US HIGHWAY 10 FOR 4.0 KM TO 23RD STREET, TURN RIGHT AND GO SOUTH ON
 PM0129'23RD STREET FOR 0.3 KM TO MICHIGAN AVENUE, TURN RIGHT AND GO WEST ON
 PM0129'MICHIGAN AVENUE FOR 0.2 KM TO RAILROAD CROSSING AND THE STATION ON
 PM0129'THE LEFT.  THE STATION IS A BRONZE DEPARTMENT OF DEFENSE SURVEY DISK
 PM0129'SET IN THE TOP OF THE EAST END OF THE NORTH CONCRETE ABUTMENT OF
 PM0129'BRIDGE --U 8-- OVER THE MANITOWOC RIVER AND ABOUT 0.5 M BELOW THE
 PM0129'ROAD PAVEMENT.    THE STATION IS 88 M SOUTH OF THE CENTERLINE OF
 PM0129'MICHIGAN AVENUE, 13.5 M SOUTHEAST OF A METAL POST FOR A --RAILROAD
 PM0129'PROPERTY NO TRESSPASSING-- SIGN, AND 2.7 M EAST OF THE CENTERLINE OF
 PM0129'THE RAILROAD GRADE.  ---NOTE---THIS STATION HAS NO VISIBLE
 PM0129'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 PM0129
 PM0129                          STATION RECOVERY (2003)
 PM0129
 PM0129'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0129'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1 FOOT FROM THE
 PM0129'EAST END OF THE NORTHERN ABUTMENT.  THERE ARE NO OBSTRUCTIONS ABOVE 15
 PM0129'DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL1672 ***********************************************************************
 RL1672  CBN         -  This is a Cooperative Base Network Control Station.
 RL1672  PACS        -  This is a Primary Airport Control Station.
 RL1672  DESIGNATION -  MANITOWISH WATERS GPS
 RL1672  PID         -  RL1672
 RL1672  STATE/COUNTY-  WI/VILAS
 RL1672  USGS QUAD   -  POWELL (1981)
 RL1672
 RL1672                         *CURRENT SURVEY CONTROL
 RL1672  ___________________________________________________________________
 RL1672* NAD 83(1997)-  46 07 13.70888(N)    089 52 46.17967(W)     ADJUSTED  
 RL1672* NAVD 88     -       490.60   (meters)    1609.6    (feet)  GPS OBS   
 RL1672  ___________________________________________________________________
 RL1672  X           -       9,315.148 (meters)                     COMP
 RL1672  Y           -  -4,428,986.528 (meters)                     COMP
 RL1672  Z           -   4,574,871.051 (meters)                     COMP
 RL1672  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 RL1672  ELLIP HEIGHT-         459.81  (meters)          (04/28/99) GPS OBS
 RL1672  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 RL1672
 RL1672  HORZ ORDER  -  A
 RL1672  ELLP ORDER  -  THIRD     CLASS I
 RL1672
 RL1672.This mark is at Manitowish Waters Airport (D25)
 RL1672
 RL1672.The horizontal coordinates were established by GPS observations
 RL1672.and adjusted by the National Geodetic Survey in April 1999..
 RL1672
 RL1672.The orthometric height was determined by GPS observations and a
 RL1672.high-resolution geoid model.
 RL1672
 RL1672.GPS derived orthometric heights for airport stations designated as
 RL1672.PACS or SACS are published to 2 decimal places.  This maintains
 RL1672.centimeter relative accuracy between the PACS and SACS.  It does
 RL1672.not indicate centimeter accuracy relative to other marks which are
 RL1672.part of the NAVD 88 network.
 RL1672
 RL1672.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RL1672
 RL1672.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1672
 RL1672.The ellipsoidal height was determined by GPS observations
 RL1672.and is referenced to NAD 83.
 RL1672
 RL1672.The geoid height was determined by GEOID03.
 RL1672
 RL1672;                    North         East     Units Scale Factor Converg.
 RL1672;SPC WI N     -   106,017.265   609,313.975   MT  0.99994568   +0 05 12.9
 RL1672;SPC WI N     -   347,824.98  1,999,057.60   sFT  0.99994568   +0 05 12.9
 RL1672;UTM  16      - 5,111,464.496   277,522.049   MT  1.00020850   -2 04 35.0
 RL1672
 RL1672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1672!SPC WI N     -   0.99992792  x   0.99994568  =   0.99987361
 RL1672!UTM  16      -   0.99992792  x   1.00020850  =   1.00013641
 RL1672
 RL1672:                Primary Azimuth Mark                     Grid Az
 RL1672:SPC WI N     -  MANITOWISH WATERS GPS AZ MK              294 36 15.0
 RL1672:UTM  16      -  MANITOWISH WATERS GPS AZ MK              296 46 02.9
 RL1672
 RL1672|---------------------------------------------------------------------|
 RL1672| PID    Reference Object                     Distance      Geod. Az  |
 RL1672|                                                           dddmmss.s |
 RL1672| RL1677 MANITOWISH WATERS GPS AZ MK         APPROX. 0.6 KM 2944127.9 |
 RL1672|---------------------------------------------------------------------|
 RL1672
 RL1672                          SUPERSEDED SURVEY CONTROL
 RL1672
 RL1672  NAD 83(1991)-  46 07 13.70896(N)    089 52 46.17855(W) AD(       ) B
 RL1672  ELLIP H (06/11/91)  459.80   (m)                       GP(       ) 4 1
 RL1672  NGVD 29 (06/11/91)  490.4    (m)         1609.     (f) GPS OBS        
 RL1672
 RL1672.Superseded values are not recommended for survey control.
 RL1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1672.See file dsdata.txt to determine how the superseded data were derived.
 RL1672
 RL1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS7752211464(NAD 83)
 RL1672_MARKER: DH = HORIZONTAL CONTROL DISK
 RL1672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1672_SP_SET: CONCRETE POST
 RL1672_STAMPING: MANITOWISH WATERS GPS 1989
 RL1672_MARK LOGO: NGS   
 RL1672_PROJECTION: FLUSH
 RL1672_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL1672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1672+STABILITY: SURFACE MOTION
 RL1672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1672+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2005
 RL1672
 RL1672  HISTORY     - Date     Condition        Report By
 RL1672  HISTORY     - 1989     MONUMENTED       WIDT
 RL1672  HISTORY     - 19900822 GOOD             NGS
 RL1672  HISTORY     - 19970712 GOOD             WOOLPT
 RL1672  HISTORY     - 19971214 GOOD             NGS
 RL1672  HISTORY     - 20050919 GOOD             WIDT
 RL1672
 RL1672                          STATION DESCRIPTION
 RL1672
 RL1672'DESCRIBED BY WI DEPT OF TRANSP 1989
 RL1672'THE STATION IS LOCATED 9.72 KM (6.05 MI) SOUTHEAST OF MANITOWISH
 RL1672'WATERS, 16.2 KM (10.05 MI) SOUTHEAST OF MERCER, 11.34 KM (7.05 MI)
 RL1672'SOUTH OF WINCHESTER.  OWNERSHIP--MANITOWISH WATERS AIRPORT.  AIRPORT
 RL1672'MANAGER, ED GILLESPIE, BUS PH. 715-543-8320, HOME PH. 715-543-2129.
 RL1672'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 51 AND COUNTY ROAD W,
 RL1672'GO SOUTH FOR 1.29 KM (0.80 MI) ON STATE HIGHWAY 51 TO TOWN HALL
 RL1672'AIRPORT ROAD.  TURN RIGHT AND GO WEST FOR 0.32 KM (0.20 MI) ON TOWN
 RL1672'HALL AIRPORT ROAD TO THE AIRPORT TERMINAL AND THE STATION.
 RL1672'THE STATION IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED--
 RL1672'MANITOWISH WATERS GPS 1989--, SET INTO THE TOP OF A 40 CM DIAMETER
 RL1672'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  LOCATED 89.91 M
 RL1672'(295.0 FT) WEST FROM THE WIND SOCK, 0.91 M (3.0 FT) NORTH FROM A
 RL1672'CARSONITE WITNESS POST, 100.27 M (329.0 FT) WEST FROM A RUNWAY LIGHT.
 RL1672
 RL1672                          STATION RECOVERY (1990)
 RL1672
 RL1672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 RL1672'THE STATION IS LOCATED ABOUT 16.2 KM (10.1 MI) 9.95 MI) SOUTHEAST OF
 RL1672'MERCER, 11.3 KM (7.0 MI) SOUTH OF WINCHESTER, 9.7 KM (6.0 MI)
 RL1672'SOUTHEAST OF MANITOWISH WATERS AND AT THE MANITOWISH WATERS AIRPORT.
 RL1672'OWNERSHIP--VILLAGE OF MANITOWISH WATERS, MANITOWISH WATERS, WI 54545,
 RL1672'PHONE 715-543-8320.  THE AIRPORT MANAGER IS ED GILLESPIE, PHONE
 RL1672'715-543-8320 OR HOME 715-543-2129.
 RL1672'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 51 AND COUNTY
 RL1672'ROAD W IN MANITOWISH WATERS, GO SOUTHEAST ON STATE HIGHWAY 51 FOR
 RL1672'1.29 KM (0.80 MI) TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO
 RL1672'WEST ON THE AIRPORT ENTRANCE ROAD 0.32 KM (0.20 MI) TO THE AIRPORT
 RL1672'OFFICE. BEAR RIGHT AND GO AROUND THE NORTH AND WEST SIDE OF THE
 RL1672'AIRPORT OFFICE AND SOUTHWEST ACROSS APRON FOR 0.15 KM (0.09 MI) TO
 RL1672'THE WINDSOCK, BEAR RIGHT AND GO WEST ACROSS THE GRASS TO THE STATION
 RL1672'ON THE LEFT.
 RL1672'THE STATION IS LOCATED 105.1 M (344.8 FT) SOUTH-SOUTHEAST FROM THE
 RL1672'CENTERLINE OF A TAXIWAY, 89.9 M (294.9 FT) WEST FROM THE WINDSOCK
 RL1672'POLE AND 0.9 M (3.0 FT) EAST FROM A CARSONITE WITNESS POST.
 RL1672
 RL1672                          STATION RECOVERY (1997)
 RL1672
 RL1672'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1997 (ARL)
 RL1672'RECOVERED AS DESCRIBED.
 RL1672
 RL1672                          STATION RECOVERY (1997)
 RL1672
 RL1672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 RL1672'NOTE--THIS STATION IS THE PRIMARY AIRPORT CONTROL (PAC) STATION FOR
 RL1672'THE MANITOWISH WATERS (D25) AIRPORT.  THE STATION IS LOCATED 1.6 KM
 RL1672'(1.00 MI) SOUTHEAST OF MANITOWISH WATERS, 11.3 KM (7.00 MI) SOUTH OF
 RL1672'WINCHESTER.  OWNERSHIP--MANITOWISH WATERS AIRPORT, ED GILLESPIE
 RL1672'MANAGER, P.O.  BOX 94 MANITOWISH WATERS WI.  54545, PHONE (715) 543-
 RL1672'8320.  TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 51 AND COUNTY ROAD
 RL1672'W IN MANITOWISH WATERS GO SOUTHEAST ON U.S.  HIGHWAY 51 FOR 1.21 KM
 RL1672'(0.75 MI) TO THE AIRPORT ENTRANCE ROAD, TURN RIGHT AND GO SOUTHWEST ON
 RL1672'THE AIRPORT ENTRANCE ROAD FOR 0.31 KM (0.20 MI) TO THE OFFICE.  GO
 RL1672'AROUND THE WEST SIDE OF THE OFFICE TO AN APRON, BEAR LEFT AND GO SOUTH
 RL1672'ACROSS APRON AND A GRASS AREA FOR 0.17 KM (0.10 MI) TO THE WIND SOCK,
 RL1672'BEAR RIGHT ACROSS GRASS FOR 0.09 KM (0.05 MI) TO THE STATION STRAIGHT
 RL1672'AHEAD.  THE STATION IS A NGS HORIZONTAL DISK IN TOP OF A CONCRETE POST
 RL1672'FLUSH WITH THE GROUND SURFACE.  IT IS, 200.5 M (657.8 FT) NORTHEAST OF
 RL1672'THE NORTHEAST EDGE OF RUNWAY 14-32, 105.1 M (344.8 FT) SOUTH-SOUTHEAST
 RL1672'OF THE CENTERLINE OF A TAXIWAY, 89.9 M (294.9 FT) WEST OF THE
 RL1672'WINDSOCK, 0.9 M (3.0 FT) EAST OF A WITNESS POST, AND LEVEL WITH THE
 RL1672'TAXIWAY.
 RL1672
 RL1672                          STATION RECOVERY (2005)
 RL1672
 RL1672'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1672'RECOVERED IN GOOD CONDITION. -ADD-THE STATION IS 1.0 M SOUTH OF AN
 RL1672'ORANGE FIBERGLASS 10 CM X 10 CM WITNESS POST, 1.0 M NORTHWEST OF AN
 RL1672'ORANGE FIBERGLASS 10 CM X 10 CM WITNESS POST, 1.0 M NORTHEAST OF AN
 RL1672'ORANGE FIBERGLASS 10 CM X 10 CM WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL1677 ***********************************************************************
 RL1677  DESIGNATION -  MANITOWISH WATERS GPS AZ MK
 RL1677  PID         -  RL1677
 RL1677  STATE/COUNTY-  WI/VILAS
 RL1677  USGS QUAD   -  POWELL (1981)
 RL1677
 RL1677                         *CURRENT SURVEY CONTROL
 RL1677  ___________________________________________________________________
 RL1677* NAD 83(1997)-  46 07 21.35531(N)    089 53 10.09939(W)     ADJUSTED  
 RL1677* NAVD 88     -       490.8    (meters)    1610.     (feet)  VERTCON   
 RL1677  ___________________________________________________________________
 RL1677  X           -       8,801.198 (meters)                     COMP
 RL1677  Y           -  -4,428,817.611 (meters)                     COMP
 RL1677  Z           -   4,575,034.935 (meters)                     COMP
 RL1677  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 RL1677  ELLIP HEIGHT-         460.13  (meters)          (09/30/02) GPS OBS
 RL1677  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 RL1677
 RL1677  HORZ ORDER  -  FIRST
 RL1677  ELLP ORDER  -  FOURTH    CLASS I
 RL1677
 RL1677.This mark is at Manitowish Waters Airport (D25)
 RL1677
 RL1677.The horizontal coordinates were established by GPS observations
 RL1677.and adjusted by the National Geodetic Survey in September 2002..
 RL1677
 RL1677.The NAVD 88 height was computed by applying the VERTCON shift value to
 RL1677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RL1677
 RL1677.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RL1677
 RL1677.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1677
 RL1677.The ellipsoidal height was determined by GPS observations
 RL1677.and is referenced to NAD 83.
 RL1677
 RL1677.The geoid height was determined by GEOID03.
 RL1677
 RL1677;                    North         East     Units Scale Factor Converg.
 RL1677;SPC WI N     -   106,252.585   608,800.089   MT  0.99994566   +0 04 55.7
 RL1677;SPC WI N     -   348,597.02  1,997,371.63   sFT  0.99994566   +0 04 55.7
 RL1677;UTM  16      - 5,111,719.115   277,017.278   MT  1.00021127   -2 04 52.5
 RL1677
 RL1677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1677!SPC WI N     -   0.99992787  x   0.99994566  =   0.99987354
 RL1677!UTM  16      -   0.99992787  x   1.00021127  =   1.00013913
 RL1677
 RL1677:                Primary Azimuth Mark                     Grid Az
 RL1677:SPC WI N     -  MANITOWISH WATERS GPS                    114 36 15.0
 RL1677:UTM  16      -  MANITOWISH WATERS GPS                    116 46 03.2
 RL1677
 RL1677|---------------------------------------------------------------------|
 RL1677| PID    Reference Object                     Distance      Geod. Az  |
 RL1677|                                                           dddmmss.s |
 RL1677| RL1672 MANITOWISH WATERS GPS               APPROX. 0.6 KM 1144110.7 |
 RL1677|---------------------------------------------------------------------|
 RL1677
 RL1677                          SUPERSEDED SURVEY CONTROL
 RL1677
 RL1677  NAD 83(1991)-  46 07 21.35539(N)    089 53 10.09827(W) AD(       ) 1
 RL1677  ELLIP H (08/19/91)  460.12   (m)                       GP(       ) 4 1
 RL1677  NGVD 29 (08/19/91)  490.8    (m)         1610.     (f) GPS OBS        
 RL1677
 RL1677.Superseded values are not recommended for survey control.
 RL1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1677.See file dsdata.txt to determine how the superseded data were derived.
 RL1677
 RL1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS7701711719(NAD 83)
 RL1677_MARKER: DZ = AZIMUTH MARK DISK
 RL1677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1677_SP_SET: CONCRETE POST
 RL1677_STAMPING: MANITOWISH WATERS GPS 1989
 RL1677_MARK LOGO: NGS   
 RL1677_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL1677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1677+STABILITY: SURFACE MOTION
 RL1677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1677+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2005
 RL1677
 RL1677  HISTORY     - Date     Condition        Report By
 RL1677  HISTORY     - 1989     MONUMENTED       NGS
 RL1677  HISTORY     - 19900822 GOOD             NGS
 RL1677  HISTORY     - 20050919 GOOD             WIDT
 RL1677
 RL1677                          STATION DESCRIPTION
 RL1677
 RL1677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 RL1677'THE STATION IS LOCATED ABOUT 16.2 KM (10.1 MI) 9.95 MI) SOUTHEAST OF
 RL1677'MERCER, 11.3 KM (7.0 MI) SOUTH OF WINCHESTER, 9.7 KM (6.0 MI)
 RL1677'SOUTHEAST OF MANITOWISH WATERS AND AT THE MANITOWISH WATERS AIRPORT.
 RL1677'OWNERSHIP--VILLAGE OF MANITOWISH WATERS, MANITOWISH WATERS, WI 54545,
 RL1677'PHONE 715-543-8320.  THE AIRPORT MANAGER IS ED GILLESPIE, PHONE
 RL1677'715-543-8320 OR HOME 715-543-2129.
 RL1677'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 51 AND COUNTY
 RL1677'ROAD W IN MANITOWISH WATERS, GO SOUTHEAST ON STATE HIGHWAY 51 FOR
 RL1677'1.29 KM (0.80 MI) TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO
 RL1677'WEST ON THE AIRPORT ENTRANCE ROAD 0.32 KM (0.20 MI) TO THE AIRPORT
 RL1677'OFFICE. BEAR RIGHT AND GO AROUND THE NORTH AND WEST SIDE OF THE
 RL1677'AIRPORT OFFICE AND SOUTHWEST ACROSS APRON AND ALONG A TAXIWAY FOR
 RL1677'0.56 KM (0.35 MI) TO A RUNWAY.  TURN RIGHT AND GO NORTHWEST ON THE
 RL1677'RUNWAY FOR 0.3 KM (0.2 MI) TO THE STATION ON THE LEFT, IN LINE WITH
 RL1677'THE SIXTH SET OF RUNWAY LIGHTS SOUTHEAST OF THE NORTHWEST END OF THE
 RL1677'RUNWAY.
 RL1677'THE STATION IS LOCATED 44.2 M (145.0 FT) SOUTHWEST FROM THE CENTERLINE
 RL1677'OF THE RUNWAY AND 0.9 M (3.0 FT) NORTHEAST FROM A CARSONITE WITNESS
 RL1677'POST.
 RL1677
 RL1677                          STATION RECOVERY (2005)
 RL1677
 RL1677'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1677'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0136 ***********************************************************************
 PM0136  DESIGNATION -  MANITOWOC
 PM0136  PID         -  PM0136
 PM0136  STATE/COUNTY-  WI/MANITOWOC
 PM0136  USGS QUAD   -  MANITOWOC (1973)
 PM0136
 PM0136                         *CURRENT SURVEY CONTROL
 PM0136  ___________________________________________________________________
 PM0136* NAD 83(1991)-  44 05 19.20078(N)    087 39 28.58260(W)     ADJUSTED  
 PM0136* NAVD 88     -       184.783  (meters)     606.24   (feet)  ADJUSTED  
 PM0136  ___________________________________________________________________
 PM0136  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 PM0136  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 PM0136  DYNAMIC HT  -         184.752 (meters)     606.14  (feet)  COMP
 PM0136  MODELED GRAV-     980,450.9   (mgal)                       NAVD 88
 PM0136
 PM0136  HORZ ORDER  -  THIRD
 PM0136  VERT ORDER  -  SECOND    CLASS I
 PM0136
 PM0136.The horizontal coordinates were established by classical geodetic methods
 PM0136.and adjusted by the National Geodetic Survey in November 1991..
 PM0136
 PM0136.The orthometric height was determined by differential leveling
 PM0136.and adjusted by the National Geodetic Survey in May 2003..
 PM0136
 PM0136.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0136
 PM0136.The geoid height was determined by GEOID03.
 PM0136
 PM0136.The dynamic height is computed by dividing the NAVD 88
 PM0136.geopotential number by the normal gravity value computed on the
 PM0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0136.degrees latitude (g = 980.6199 gals.).
 PM0136
 PM0136.The modeled gravity was interpolated from observed gravity values.
 PM0136
 PM0136;                    North         East     Units Scale Factor Converg.
 PM0136;SPC WI S     -   234,672.994   787,543.964   MT  1.00000454   +1 36 33.3
 PM0136;SPC WI S     -   769,922.98  2,583,800.49   sFT  1.00000454   +1 36 33.3
 PM0136;UTM  16      - 4,881,931.370   447,328.858   MT  0.99963412   -0 27 28.0
 PM0136
 PM0136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0136!SPC WI S     -   0.99997669  x   1.00000454  =   0.99998123
 PM0136!UTM  16      -   0.99997669  x   0.99963412  =   0.99961082
 PM0136
 PM0136|---------------------------------------------------------------------|
 PM0136| PID    Reference Object                     Distance      Geod. Az  |
 PM0136|                                                           dddmmss.s |
 PM0136| CJ5942 KROK PP                                            03258     |
 PM0136| PM0458 MANITOWOC RAHR BLDG LANDMK BN       282.232 METERS 09404     |
 PM0136| PM0463 MANITOWOC PUB UTILITIES STACK       APPROX. 0.8 KM 1714021.1 |
 PM0136| PM0137 MANITOWOC RM 1                       24.816 METERS 21013     |
 PM0136| PM0138 BMCH                                 25.102 METERS 23050     |
 PM0136| PM0462 MANITOWOC CO COURTHOUSE DOME         46.042 METERS 23314     |
 PM0136| PM0461 MANITOWOC CO POL RAD KSB 287        APPROX. 3.7 KM 2430957.6 |
 PM0136| PM0469 MANITOWOC ST MARYS CH E SPIRE       APPROX. 1.4 KM 2624242.8 |
 PM0136| PM0470 MANITOWOC ST MARYS CH W SPIRE       APPROX. 1.4 KM 2624620.7 |
 PM0136| PM0459 MANITOWOC RADIO STA WOMT MAST       APPROX. 3.0 KM 2632449.2 |
 PM0136| PM0134 MANITOWOC AZ MK                                    2772005.6 |
 PM0136| PM0135 MANITOWOC RM 2                       30.967 METERS 28333     |
 PM0136| PM0471 MANITOWOC PORTLAND CEM CO STK       APPROX. 1.6 KM 3291820.0 |
 PM0136| PM0468 MANITOWOC MUNICIPAL TANK            APPROX. 2.8 KM 3592803.3 |
 PM0136|---------------------------------------------------------------------|
 PM0136
 PM0136                          SUPERSEDED SURVEY CONTROL
 PM0136
 PM0136  NAD 83(1986)-  44 05 19.18727(N)    087 39 28.57460(W) AD(       ) 3
 PM0136  NAD 27      -  44 05 19.21300(N)    087 39 28.27600(W) AD(       ) 3
 PM0136  NAVD 88 (06/15/91)  184.846  (m)          606.45   (f) UNKNOWN     1 0
 PM0136  NGVD 29 (??/??/92)  184.85   (m)          606.5    (f) COMPUTED    1 0
 PM0136
 PM0136.Superseded values are not recommended for survey control.
 PM0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0136.See file dsdata.txt to determine how the superseded data were derived.
 PM0136
 PM0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4732981931(NAD 83)
 PM0136_MARKER: DS = TRIANGULATION STATION DISK
 PM0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0136_SP_SET: CONCRETE POST
 PM0136_STAMPING: MANITOWOC 1953
 PM0136_MARK LOGO: CGS   
 PM0136_PROJECTION: FLUSH
 PM0136_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PM0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0136+STABILITY: SURFACE MOTION
 PM0136_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0136+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2003
 PM0136
 PM0136  HISTORY     - Date     Condition        Report By
 PM0136  HISTORY     - 1953     MONUMENTED       CGS
 PM0136  HISTORY     - 1972     GOOD             NGS
 PM0136  HISTORY     - 1972     GOOD             NGS
 PM0136  HISTORY     - 1975     GOOD             NOS
 PM0136  HISTORY     - 20010524 GOOD             WIDT
 PM0136  HISTORY     - 20030429 GOOD             USPSQD
 PM0136
 PM0136                          STATION DESCRIPTION
 PM0136
 PM0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0136'STATION IS LOCATED ON THE NORTHEAST CORNER OF THE MANITOWOC COUNTY
 PM0136'COURTHOUSE LAWN.  IT IS 77 FEET SOUTHWEST OF THE INTERSECTION OF
 PM0136'WASHINGTON STREET AND 8TH STREET, 73 FEET NORTHEAST OF THE
 PM0136'NORTHEAST CORNER OF THE COURTHOUSE AND 14 FEET SOUTHEAST OF A FLAG
 PM0136'POLE.  THE MARK IS FLUSH AND THE DISK IS STAMPED MANITOWOC 1953.
 PM0136'
 PM0136'REFERENCE MARK NO. 1 IS 25 FEET EAST OF THE FRONT OF THE COURTHOUSE,
 PM0136'24 FEET SOUTH OF THE NORTH EDGE OF THE SIDEWALK AND 1 FOOT NORTH OF
 PM0136'A PILLAR SET IN THE CENTER OF THE STEPS LEADING INTO THE COURTHOUSE.
 PM0136'THE DISK IS SET FLUSH IN A DRILL HOLE IN THE SECOND STEP OF THE
 PM0136'COURTHOUSE STEPS AND IS STAMPED MANITOWOC NO 1 1953.
 PM0136'
 PM0136'REFERENCE MARK NO. 2 IS 54 FEET NORTHWEST OF THE NORTHEAST CORNER OF
 PM0136'THE COURTHOUSE, 42 FEET SOUTH OF THE CENTER OF WASHINGTON STREET, 1
 PM0136'FOOT SOUTH OF A SIDEWALK AND 1 FOOT EAST OF A SIDEWALK LEADING TO
 PM0136'THE NORTH ENTRANCE OF THE COURTHOUSE.  THE MARK IS FLUSH AND THE
 PM0136'DISK IS STAMPED MANITOWOC NO 2 1953.
 PM0136'
 PM0136'AZIMUTH MARK IS 128 FEET WEST OF THE CENTER OF 10TH STREET, 38 FEET
 PM0136'NORTH OF THE CENTER OF WASHINGTON STREET AND 6 INCHES SOUTH OF A
 PM0136'BRICK BUILDING.  THE DISK IS SET FLUSH IN A DRILL HOLE IN THE
 PM0136'SIDEWALK AND IS STAMPED MANITOWOC NO 2 1953.
 PM0136'
 PM0136'(USE) BM CAN BE USED AS A REFERENCE MARK.  IT IS 1 FOOT EAST OF THE
 PM0136'EAST WALL OF THE COURTHOUSE.  THE DISK IS A BRONZE US ENGINEERS,
 PM0136'MILWAUKEE OFFICE, HARBOR LINE SURVEY BM DISK SET FLUSH IN A DRILL
 PM0136'HOLE IN THE TOP OF THE NORTH CONCRETE HANDRAIL OF THE STEPS
 PM0136'LEADING INTO THE COURTHOUSE AND IS STAMPED B.M.C.H. 1939.
 PM0136'
 PM0136'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON WASHINGTON
 PM0136'STREET FOR 0.15 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 PM0136'
 PM0136'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 PM0136
 PM0136                          STATION RECOVERY (1972)
 PM0136
 PM0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RRG)
 PM0136'THE STATION, RM 1 AND 2 AND THE AZIMUTH MARK WERE ALL RECOVERED AND
 PM0136'IN GOOD CONDITION.  BMCH (USE) WAS ALSO RECOVERED AND IN GOOD
 PM0136'CONDITION.
 PM0136'
 PM0136'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MANITOWOC.
 PM0136
 PM0136                          STATION RECOVERY (1972)
 PM0136
 PM0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 PM0136'AT MANITOWOC.
 PM0136'AT MANITOWOC, ON THE GROUNDS OF THE COUNTY COURTHOUSE, AT THE
 PM0136'INTERSECTION OF WASHINGTON AND SOUTH 8 TH STREET, 72.7 FEET
 PM0136'NORTHEAST OF THE NORTHEAST CORNER OF THE COURTHOUSE, 42 FEET
 PM0136'WEST OF THE CENTER LINE OF SOUTH 8 TH STREET, 13 1/2 FEET
 PM0136'SOUTHEAST OF A FLAGPOLE, 11.3 FEET SOUTHEAST OF THE EAST CORNER
 PM0136'OF A STONE MONUMENT, 1 1/2 FEET ABOVE THE LEVEL OF THE STREETS
 PM0136'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE LAWN.
 PM0136'SECTION 29, T 19 N, R 24 E.
 PM0136
 PM0136                          STATION RECOVERY (1975)
 PM0136
 PM0136'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1975
 PM0136'RECOVERED IN GOOD CONDITION.
 PM0136
 PM0136                          STATION RECOVERY (2001)
 PM0136
 PM0136'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PM0136'RECOVERED AS DESCRIBED.
 PM0136
 PM0136                          STATION RECOVERY (2003)
 PM0136
 PM0136'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0136'RECOVERED IN GOOD CONDITION. ADD-- THE STATION IS 2 INCHES UNDER THE
 PM0136'GROUND LEVEL.  RM 1 WAS NOT FOUND - ITS DRILL HOLE IS FILLED WITH
 PM0136'CEMENT.  RM 2 WAS RECOVERED IN GOOD CONDITION.
 PM0136' 
 PM0136'THE AZIMUTH MARK IS 6 INCHES SOUTH OF THE SOUTH FACE, 3 FEET EAST OF
 PM0136'THE WESTERN WALL, AND 35 FEET WEST OF THE CENTER OF THE SOUTH ENTRANCE
 PM0136'TO 1008 WASHINGTON.  NOTE-- THE BRICK BUILDING IS COVERED WITH YELLOW
 PM0136'ALUMINUM PANELS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0134 ***********************************************************************
 PM0134  DESIGNATION -  MANITOWOC AZ MK
 PM0134  PID         -  PM0134
 PM0134  STATE/COUNTY-  WI/MANITOWOC
 PM0134  USGS QUAD   -  MANITOWOC (1973)
 PM0134
 PM0134                         *CURRENT SURVEY CONTROL
 PM0134  ___________________________________________________________________
 PM0134* NAD 83(1986)-  44 05 18.     (N)    087 39 28.     (W)     SCALED    
 PM0134* NAVD 88     -       184.844  (meters)     606.44   (feet)  ADJUSTED  
 PM0134  ___________________________________________________________________
 PM0134  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 PM0134  DYNAMIC HT  -         184.813 (meters)     606.34  (feet)  COMP
 PM0134  MODELED GRAV-     980,450.8   (mgal)                       NAVD 88
 PM0134
 PM0134  VERT ORDER  -  FIRST     CLASS 0
 PM0134
 PM0134.The horizontal coordinates were scaled from a topographic map and have
 PM0134.an estimated accuracy of +/- 6 seconds.
 PM0134
 PM0134.The orthometric height was determined by differential leveling
 PM0134.and adjusted by the National Geodetic Survey in June 1991..
 PM0134
 PM0134.The geoid height was determined by GEOID03.
 PM0134
 PM0134.The dynamic height is computed by dividing the NAVD 88
 PM0134.geopotential number by the normal gravity value computed on the
 PM0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0134.degrees latitude (g = 980.6199 gals.).
 PM0134
 PM0134.The modeled gravity was interpolated from observed gravity values.
 PM0134
 PM0134;                    North         East    Units  Estimated Accuracy
 PM0134;SPC WI S     -   234,640.      787,560.      MT  (+/- 180 meters Scaled)
 PM0134
 PM0134                          SUPERSEDED SURVEY CONTROL
 PM0134
 PM0134  NGVD 29 (??/??/92)  184.85   (m)          606.5    (f) COMPUTED    1 0
 PM0134
 PM0134.Superseded values are not recommended for survey control.
 PM0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0134.See file dsdata.txt to determine how the superseded data were derived.
 PM0134
 PM0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP473818(NAD 83)
 PM0134_MARKER: DZ = AZIMUTH MARK DISK
 PM0134_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PM0134_SP_SET: SIDEWALK
 PM0134_STAMPING: MANITOWOC 1953
 PM0134_MARK LOGO: CGS   
 PM0134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PM0134
 PM0134  HISTORY     - Date     Condition        Report By
 PM0134  HISTORY     - 1953     MONUMENTED       CGS
 PM0134  HISTORY     - 1972     GOOD             NGS
 PM0134  HISTORY     - 1975     GOOD             NOS
 PM0134  HISTORY     - 20021030 MARK NOT FOUND   USPSQD
 PM0134  HISTORY     - 20040305 MARK NOT FOUND   USPSQD
 PM0134
 PM0134                          STATION DESCRIPTION
 PM0134
 PM0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0134'AT MANITOWOC.
 PM0134'AT MANITOWOC, 0.15 MILE WEST ALONG WASHINGTON STREET FROM THE
 PM0134'COURTHOUSE AT MANITOWOC, 128 FEET WEST OF THE CENTER LINE OF
 PM0134'SOUTH 10 TH STREET, 38 FEET NORTH OF THE CENTER LINE OF
 PM0134'WASHINGTON STREET, 35 1/2 FEET WEST OF THE CENTER OF ENTRANCE
 PM0134'TO THE FIRST SECURITIES OFFICE BLDG, 0.5 FOOT SOUTH OF THE SOUTH
 PM0134'FACE OF MARBLE FACING, SET IN THE TOP OF THE NORTH SIDE OF
 PM0134'CONCRETE SIDEWALK AND 10 INCHES ABOVE THE STREET LEVEL.  SECTION
 PM0134'30, T 19 N, R 24 E.
 PM0134
 PM0134                          STATION RECOVERY (1975)
 PM0134
 PM0134'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1975
 PM0134'RECOVERED IN GOOD CONDITION.
 PM0134
 PM0134                          STATION RECOVERY (2002)
 PM0134
 PM0134'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0134'THE FIRST SECURITIES OFFICE BUILDING IS NOW OCCUPIED BY HOME CARE
 PM0134'HEALTH SERVICES.  THE SOUTH FACE OF THE BUILDING IS PAINTED BRICK.
 PM0134'THE STATION HAS BEEN REMOVED.  AN INDENTATION IN THE CEMENT SIDEWALK
 PM0134'WHERE THE DISK WAS SET IS STILL PRESENT.
 PM0134
 PM0134                          STATION RECOVERY (2004)
 PM0134
 PM0134'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0464 ***********************************************************************
 PM0464  DESIGNATION -  MANITOWOC BREAKWATER LIGHT
 PM0464  PID         -  PM0464
 PM0464  STATE/COUNTY-  WI/MANITOWOC
 PM0464  USGS QUAD   -  MANITOWOC (1973)
 PM0464
 PM0464                         *CURRENT SURVEY CONTROL
 PM0464  ___________________________________________________________________
 PM0464* NAD 83(1991)-  44 05 32.79079(N)    087 38 38.18560(W)     ADJUSTED  
 PM0464* NAVD 88     -                                                        
 PM0464  ___________________________________________________________________
 PM0464  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 PM0464  GEOID HEIGHT-         -36.14  (meters)                     GEOID03
 PM0464
 PM0464  HORZ ORDER  -  THIRD
 PM0464
 PM0464.The horizontal coordinates were established by classical geodetic methods
 PM0464.and adjusted by the National Geodetic Survey in November 1991..
 PM0464
 PM0464
 PM0464.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0464
 PM0464.The geoid height was determined by GEOID03.
 PM0464
 PM0464;                    North         East     Units Scale Factor Converg.
 PM0464;SPC WI S     -   235,123.864   788,652.821   MT  1.00000534   +1 37 07.9
 PM0464;SPC WI S     -   771,402.21  2,587,438.46   sFT  1.00000534   +1 37 07.9
 PM0464;UTM  16      - 4,882,341.800   448,452.838   MT  0.99963268   -0 26 53.1
 PM0464
 PM0464                          SUPERSEDED SURVEY CONTROL
 PM0464
 PM0464  NAD 83(1986)-  44 05 32.77716(N)    087 38 38.17722(W) AD(       ) 4
 PM0464  NAD 27      -  44 05 32.80000(N)    087 38 37.88000(W) AD(       ) 3
 PM0464
 PM0464.Superseded values are not recommended for survey control.
 PM0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0464.See file dsdata.txt to determine how the superseded data were derived.
 PM0464
 PM0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4845382342(NAD 83)
 PM0464_MARKER: 14 = NAVIGATION LIGHT
 PM0464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0464+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2002
 PM0464
 PM0464  HISTORY     - Date     Condition        Report By
 PM0464  HISTORY     - 1953     FIRST OBSERVED   CGS
 PM0464  HISTORY     - 1965     GOOD             CGS
 PM0464  HISTORY     - 19980521 GOOD             USPSQD
 PM0464  HISTORY     - 20021027 GOOD             USPSQD
 PM0464  HISTORY     - 20040305 GOOD             USPSQD
 PM0464  HISTORY     - 20050306 GOOD             USPSQD
 PM0464
 PM0464                          STATION DESCRIPTION
 PM0464
 PM0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0464'STATION IS A FLASHING RED LIGHT ON A BUFF CYLINDRICAL TOWER ON THE
 PM0464'FOG-SIGNAL BUILDING LOCATED AT THE SOUTH END OF THE NORTH BREAKWATER
 PM0464'IN MANITOWOC HARBOR.  THE LIGHT IS 52 FEET ABOVE LOW WATER MARK.
 PM0464
 PM0464                          STATION RECOVERY (1965)
 PM0464
 PM0464'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (VES)
 PM0464'THE LIGHT KEEPER STATES THAT HE HAS BEEN ON DUTY HERE FOR MANY YEARS
 PM0464'PRIOR TO THE DATE THE POSITION OF THE STATION WAS ESTABLISHED.  NO
 PM0464'SIGNIFICANT CHANGE HAS BEEN MADE IN THE LIGHT SINCE 1953.
 PM0464
 PM0464                          STATION RECOVERY (1998)
 PM0464
 PM0464'RECOVERY NOTE BY US POWER SQUADRON 1998
 PM0464'RECOVERED IN GOOD CONDITION.
 PM0464
 PM0464                          STATION RECOVERY (2002)
 PM0464
 PM0464'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0464'RECOVERED IN GOOD CONDITION.
 PM0464
 PM0464                          STATION RECOVERY (2004)
 PM0464
 PM0464'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0464'RECOVERED IN GOOD CONDITION.
 PM0464
 PM0464                          STATION RECOVERY (2005)
 PM0464
 PM0464'RECOVERY NOTE BY US POWER SQUADRON 2005 (JCH)
 PM0464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0462 ***********************************************************************
 PM0462  DESIGNATION -  MANITOWOC CO COURTHOUSE DOME
 PM0462  PID         -  PM0462
 PM0462  STATE/COUNTY-  WI/MANITOWOC
 PM0462  USGS QUAD   -  MANITOWOC (1973)
 PM0462
 PM0462                         *CURRENT SURVEY CONTROL
 PM0462  ___________________________________________________________________
 PM0462* NAD 83(1991)-  44 05 18.30800(N)    087 39 30.24066(W)     ADJUSTED  
 PM0462* NAVD 88     -                                                        
 PM0462  ___________________________________________________________________
 PM0462  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 PM0462  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 PM0462
 PM0462  HORZ ORDER  -  THIRD
 PM0462
 PM0462.The horizontal coordinates were established by classical geodetic methods
 PM0462.and adjusted by the National Geodetic Survey in November 1991..
 PM0462
 PM0462
 PM0462.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0462
 PM0462.The geoid height was determined by GEOID03.
 PM0462
 PM0462;                    North         East     Units Scale Factor Converg.
 PM0462;SPC WI S     -   234,644.414   787,507.866   MT  1.00000449   +1 36 32.1
 PM0462;SPC WI S     -   769,829.21  2,583,682.06   sFT  1.00000449   +1 36 32.1
 PM0462;UTM  16      - 4,881,904.120   447,291.767   MT  0.99963417   -0 27 29.2
 PM0462
 PM0462                          SUPERSEDED SURVEY CONTROL
 PM0462
 PM0462  NAD 83(1986)-  44 05 18.29401(N)    087 39 30.23243(W) AD(       ) 4
 PM0462  NAD 27      -  44 05 18.32300(N)    087 39 29.92900(W) AD(       ) 3
 PM0462
 PM0462.Superseded values are not recommended for survey control.
 PM0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0462.See file dsdata.txt to determine how the superseded data were derived.
 PM0462
 PM0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4729281904(NAD 83)
 PM0462_MARKER: 63 = STACK
 PM0462_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0462+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2002
 PM0462
 PM0462  HISTORY     - Date     Condition        Report By
 PM0462  HISTORY     - 1953     FIRST OBSERVED   CGS
 PM0462  HISTORY     - 1965     GOOD             CGS
 PM0462  HISTORY     - 19980521 GOOD             USPSQD
 PM0462  HISTORY     - 20010323 GOOD             USPSQD
 PM0462  HISTORY     - 20021027 GOOD             USPSQD
 PM0462  HISTORY     - 20040305 GOOD             USPSQD
 PM0462  HISTORY     - 20050306 GOOD             USPSQD
 PM0462
 PM0462                          STATION DESCRIPTION
 PM0462
 PM0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0462'STATION IS THE BASE OF THE FLAG POLE ATOP THE COUNTY COURTHOUSE DOME,
 PM0462'WHICH IS LOCATED ABOUT 150 FEET SOUTHWEST OF THE INTERSECTION OF
 PM0462'WASHINGTON STREET AND 8TH STREET IN THE DOWNTOWN SECTION OF
 PM0462'MANITOWOC. THE COURTHOUSE IS A LARGE GRAY STONE STRUCTURE WITH A DOME
 PM0462'AT THE CENTER AND THE FLAG POLE AT THE CENTER OF THE DOME.  THE
 PM0462'OVERALL HEIGHT OF THE STRUCTURE IS ABOUT 145 FEET.
 PM0462
 PM0462                          STATION RECOVERY (1965)
 PM0462
 PM0462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (VES)
 PM0462'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE MARK IS THE FLAG
 PM0462'POLE ON THE TOP OF THE CUPOLA AT THE TOP AND CENTER OF THE
 PM0462'COURTHOUSE DOME.
 PM0462
 PM0462                          STATION RECOVERY (1998)
 PM0462
 PM0462'RECOVERY NOTE BY US POWER SQUADRON 1998
 PM0462'RECOVERED IN GOOD CONDITION.
 PM0462
 PM0462                          STATION RECOVERY (2001)
 PM0462
 PM0462'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLC)
 PM0462'RECOVERED IN GOOD CONDITION.
 PM0462
 PM0462                          STATION RECOVERY (2002)
 PM0462
 PM0462'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0462'RECOVERED IN GOOD CONDITION.
 PM0462
 PM0462                          STATION RECOVERY (2004)
 PM0462
 PM0462'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0462'RECOVERED IN GOOD CONDITION.
 PM0462
 PM0462                          STATION RECOVERY (2005)
 PM0462
 PM0462'RECOVERY NOTE BY US POWER SQUADRON 2005 (JCH)
 PM0462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0461 ***********************************************************************
 PM0461  DESIGNATION -  MANITOWOC CO POL RAD KSB 287
 PM0461  PID         -  PM0461
 PM0461  STATE/COUNTY-  WI/MANITOWOC
 PM0461  USGS QUAD   -  MANITOWOC (1973)
 PM0461
 PM0461                         *CURRENT SURVEY CONTROL
 PM0461  ___________________________________________________________________
 PM0461* NAD 83(1991)-  44 04 25.77175(N)    087 41 55.00789(W)     ADJUSTED  
 PM0461* NAVD 88     -                                                        
 PM0461  ___________________________________________________________________
 PM0461  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 PM0461  GEOID HEIGHT-         -36.10  (meters)                     GEOID03
 PM0461
 PM0461  HORZ ORDER  -  THIRD
 PM0461
 PM0461.The horizontal coordinates were established by classical geodetic methods
 PM0461.and adjusted by the National Geodetic Survey in November 1991..
 PM0461
 PM0461
 PM0461.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0461
 PM0461.The geoid height was determined by GEOID03.
 PM0461
 PM0461;                    North         East     Units Scale Factor Converg.
 PM0461;SPC WI S     -   232,933.849   784,333.299   MT  1.00000146   +1 34 52.6
 PM0461;SPC WI S     -   764,217.14  2,573,266.83   sFT  1.00000146   +1 34 52.6
 PM0461;UTM  16      - 4,880,309.762   444,058.751   MT  0.99963849   -0 29 09.4
 PM0461
 PM0461                          SUPERSEDED SURVEY CONTROL
 PM0461
 PM0461  NAD 83(1986)-  44 04 25.75851(N)    087 41 55.00059(W) AD(       ) 4
 PM0461  NAD 27      -  44 04 25.78400(N)    087 41 54.70600(W) AD(       ) 3
 PM0461
 PM0461.Superseded values are not recommended for survey control.
 PM0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0461.See file dsdata.txt to determine how the superseded data were derived.
 PM0461
 PM0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4405980310(NAD 83)
 PM0461_MARKER: 42 = RADIO/TV MAST
 PM0461
 PM0461  HISTORY     - Date     Condition        Report By
 PM0461  HISTORY     - 1953     FIRST OBSERVED   CGS
 PM0461  HISTORY     - 20021028 MARK NOT FOUND   USPSQD
 PM0461  HISTORY     - 20040305 MARK NOT FOUND   USPSQD
 PM0461
 PM0461                          STATION DESCRIPTION
 PM0461
 PM0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0461'STATION IS THE RED LIGHT ATOP THE MAST LOCATED ABOUT 3 MILES
 PM0461'SOUTHWEST OF THE CENTER OF MANITOWOC.  IT IS A UNIFORM CROSS
 PM0461'SECTIONED GUYED MAST, PAINTED IN ALTERNATE RED AND WHITE COLORS
 PM0461'AND IS ABOUT 175 FEET HIGH.
 PM0461'
 PM0461'TO REACH THE STATION FROM THE COURTHOUSE IN MANITOWOC, GO WEST AND
 PM0461'SOUTH ON U.S. HIGHWAY NOS. 141 AND 151 FOR 2.8 MILES TO THE MAST ON
 PM0461'THE LEFT.
 PM0461
 PM0461                          STATION RECOVERY (2002)
 PM0461
 PM0461'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0461'MARK NOT FOUND.
 PM0461
 PM0461                          STATION RECOVERY (2004)
 PM0461
 PM0461'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0461'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0589 ***********************************************************************
 PM0589  FBN         -  This is a Federal Base Network Control Station.
 PM0589  DESIGNATION -  MANITOWOC GPS
 PM0589  PID         -  PM0589
 PM0589  STATE/COUNTY-  WI/MANITOWOC
 PM0589  USGS QUAD   -  MANITOWOC (1973)
 PM0589
 PM0589                         *CURRENT SURVEY CONTROL
 PM0589  ___________________________________________________________________
 PM0589* NAD 83(1997)-  44 05 55.56699(N)    087 43 45.79489(W)     ADJUSTED  
 PM0589* NAVD 88     -       226.470  (meters)     743.01   (feet)  ADJUSTED  
 PM0589  ___________________________________________________________________
 PM0589  X           -     181,772.630 (meters)                     COMP
 PM0589  Y           -  -4,584,380.483 (meters)                     COMP
 PM0589  Z           -   4,416,111.915 (meters)                     COMP
 PM0589  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 PM0589  ELLIP HEIGHT-         190.38  (meters)          (04/28/99) GPS OBS
 PM0589  GEOID HEIGHT-         -36.09  (meters)                     GEOID03
 PM0589  DYNAMIC HT  -         226.433 (meters)     742.89  (feet)  COMP
 PM0589  MODELED GRAV-     980,448.3   (mgal)                       NAVD 88
 PM0589
 PM0589  HORZ ORDER  -  A
 PM0589  VERT ORDER  -  SECOND    CLASS I
 PM0589  ELLP ORDER  -  THIRD     CLASS I
 PM0589
 PM0589.The horizontal coordinates were established by GPS observations
 PM0589.and adjusted by the National Geodetic Survey in April 1999..
 PM0589
 PM0589.The orthometric height was determined by differential leveling
 PM0589.and adjusted by the National Geodetic Survey in May 2003..
 PM0589.WARNING-GPS observations at this control monument resulted in a GPS
 PM0589.derived orthometric height which differed from the leveled height by
 PM0589.more than one decimeter (0.1 meter).
 PM0589
 PM0589.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PM0589
 PM0589.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0589
 PM0589.The ellipsoidal height was determined by GPS observations
 PM0589.and is referenced to NAD 83.
 PM0589
 PM0589.The geoid height was determined by GEOID03.
 PM0589
 PM0589.The dynamic height is computed by dividing the NAVD 88
 PM0589.geopotential number by the normal gravity value computed on the
 PM0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0589.degrees latitude (g = 980.6199 gals.).
 PM0589
 PM0589.The modeled gravity was interpolated from observed gravity values.
 PM0589
 PM0589;                    North         East     Units Scale Factor Converg.
 PM0589;SPC WI S     -   235,636.788   781,793.547   MT  1.00000668   +1 33 36.5
 PM0589;SPC WI S     -   773,085.03  2,564,934.33   sFT  1.00000668   +1 33 36.5
 PM0589;UTM  16      - 4,883,101.551   441,619.053   MT  0.99964192   -0 30 27.3
 PM0589
 PM0589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0589!SPC WI S     -   0.99997015  x   1.00000668  =   0.99997683
 PM0589!UTM  16      -   0.99997015  x   0.99964192  =   0.99961208
 PM0589
 PM0589                          SUPERSEDED SURVEY CONTROL
 PM0589
 PM0589  NAD 83(1991)-  44 05 55.56654(N)    087 43 45.79448(W) AD(       ) A
 PM0589  ELLIP H (06/11/91)  190.47   (m)                       GP(       ) 4 1
 PM0589  NAVD 88 (06/11/03)  226.47   (m)          743.0    (f) LEVELING    3  
 PM0589  NGVD 29 (06/11/91)  226.2    (m)          742.     (f) GPS OBS        
 PM0589
 PM0589.Superseded values are not recommended for survey control.
 PM0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0589.See file dsdata.txt to determine how the superseded data were derived.
 PM0589
 PM0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4161983102(NAD 83)
 PM0589_MARKER: DH = HORIZONTAL CONTROL DISK
 PM0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0589_SP_SET: CONCRETE POST
 PM0589_STAMPING: MANITOWOC GPS 1989
 PM0589_MARK LOGO: NGS   
 PM0589_PROJECTION: FLUSH
 PM0589_MAGNETIC: N = NO MAGNETIC MATERIAL
 PM0589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0589+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2005
 PM0589
 PM0589  HISTORY     - Date     Condition        Report By
 PM0589  HISTORY     - 1989     MONUMENTED       WIDT
 PM0589  HISTORY     - 19900802 GOOD
 PM0589  HISTORY     - 19930528 GOOD             NOS
 PM0589  HISTORY     - 19940721 GOOD             NGS
 PM0589  HISTORY     - 19971211 GOOD             NGS
 PM0589  HISTORY     - 20010517 GOOD             WIDT
 PM0589  HISTORY     - 20030429 GOOD             USPSQD
 PM0589  HISTORY     - 20030709 GOOD             WIDT
 PM0589  HISTORY     - 20050421 GOOD             JCLS
 PM0589
 PM0589                          STATION DESCRIPTION
 PM0589
 PM0589'DESCRIBED BY WI DEPT OF TRANSP 1989
 PM0589'THE STATION IS LOCATED ABOUT 4.98 KM (3.10 MI) WEST OF MANITOWOC, 55.2
 PM0589'KM (34.30 MI) SOUTHEAST OF GREEN BAY, AND 38.1 KM (23.65 MI) NORTH OF
 PM0589'SHEBOYGAN.  OWNERSHIP--STATE HIGHWAY R.O.W.
 PM0589'TO REACH FROM THE U.S. HIGHWAY 10 AND STATE HIGHWAY 42 BRIDGE OVER THE
 PM0589'MANITOWOC RIVER AT THE WEST CITY LIMITS OF MANITOWOC, GO WEST FOR 1.46
 PM0589'KM (0.90 MI) ON U.S. HIGHWAY 10 AND STATE HIGHWAY 42 TO EXIT 79 AT
 PM0589'INTERSTATE 43.  TURN LEFT AND GO SOUTH FOR 1.21 KM (0.75 MI) ON
 PM0589'INTERSTATE 43 TO THE STATION ON THE LEFT, EAST OF THE NORTHBOUND LANE,
 PM0589'NEAR THE EAST R.O.W. FENCE.
 PM0589'THE STATION IS A STANDARD NGS HORIZONTAL CONTROL DISK
 PM0589'STAMPED---MANITOWOC GPS 1989---, SET INTO THE TOP OF A ROUND CONCRETE
 PM0589'MONUMENT 42 CM IN DIAMETER PROJECTING 2 CM ABOVE THE GROUND.  LOCATED
 PM0589'4.42 M (14.5 FT) WEST FROM THE EAST RIGHT-OF-WAY FENCE OF INTERSTATE
 PM0589'43, 27.52 M (90.3 FT) EAST FROM THE EAST EDGE OF THE PAVEMENT OF THE
 PM0589'NORTHBOUND LANE OF INTERSTATE 43, 60.14 M (197.3 FT) NORTH-NORTHEAST
 PM0589'FROM THE EASTERLY MOST OF TWO INTERSTATE 43 SIGN POLES WITH SIGN
 PM0589'MARKED--AIRPORT EXIT 79, AND 1.10 M (3.6 FT) WEST FROM A CARSONITE
 PM0589'WITNESS POST.
 PM0589
 PM0589                          STATION RECOVERY (1990)
 PM0589
 PM0589'RECOVERED 1990
 PM0589'RECOVERED IN GOOD CONDITION.
 PM0589
 PM0589                          STATION RECOVERY (1993)
 PM0589
 PM0589'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (RAH)
 PM0589'THE STATION IS LOCATED ABOUT 4.98 KM (3.10 MI) WEST OF MANITOWOC, 55.2
 PM0589'KM (34.30 MI) SOUTHEAST OF GREEN BAY, AND 38.1 KM (23.65 MI) NORTH OF
 PM0589'SHEBOYGAN. OWNERSHIP--STATE HIGHWAY RIGHT-OF-WAY. TO REACH FROM U.S.
 PM0589'HIGHWAY 10 AND STATE HIGHWAY 42 BRIDGE OVER THE MANITOWOC RIVER AT THE
 PM0589'WEST CITY LIMITS OFO MANITOWOC, GO WEST FOR 1.46 KM (0.90 MI) ON U.S.
 PM0589'HIGHWAY 10 AND STATE HIGHWAY 42 TO EXIT 152 AT INTERSTATE HIGHWAY 43.
 PM0589'TURN LEFT AND GO SOUTH FOR 1.21 KM (0.75 MI) ON INTERSTATE HIGHWAY 43
 PM0589'TO THE STATION ON THE LEFT, EAST OF THE NORTHBOUND LANE NEAR THE EAST
 PM0589'R. O. W. FENCE. (IT IS RECOMMENDED TO APPROACH THE STATION GOING NORTH
 PM0589'ON INTERSTATE HIGHWAY 43). THE STATION IS A STANDARD NGS HORIZONTAL
 PM0589'CONTROL DISK STAMPED MANITOWOC GPS 1989, SET INTO A CONCRETE MONUMENT
 PM0589'SET FLUSH WITH THE GROUND. THE STATION IS 4.42 M (14.50 FT) WEST FROM
 PM0589'THE EAST RIGHT OF WAY FENCE OF INTERSTATE HIGHWAY 43 27.52 M (90.29
 PM0589'FT) EAST FROM THE EAST EDGE OF THE PAVEMENT OF THE NORTHBOUND LANE OF
 PM0589'INTERSTATE HIGHWAY 43 60.14 M (197.31 FT) NORTH-NORTHEAST FROM THE
 PM0589'EASTERLY MOST OF TWO SIGN POLES WITH SIGN MARKED--MANITOWOC CO.
 PM0589'AIRPORT--EXIT 152, AND 1.10 M (3.61 FT) WEST IF A CARSONITE WITNESS
 PM0589'POST.
 PM0589
 PM0589                          STATION RECOVERY (1994)
 PM0589
 PM0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 PM0589'THE STATION IS LOCATED ABOUT 4.98 KM (3.10 MI) WEST OF MANITOWOC, 55.2
 PM0589'KM (34.30 MI) SOUTHEAST OF GREEN BAY, AND 38.1 KM (23.65 MI) NORTH OF
 PM0589'SHEBOYGAN.  OWNERSHIP--STATE HIGHWAY RIGHT-OF-WAY.
 PM0589' 
 PM0589'TO REACH FROM THE U.S. HIGHWAY 10 AND STATE HIGHWAY 42 BRIDGE OVER THE
 PM0589'MANITOWOC RIVER AT THE WEST CITY LIMITS OF MANITOWOC, GO WEST FOR 1.46
 PM0589'KM (0.90 MI) ON U.S. HIGHWAY 10 AND STATE HIGHWAY 42 TO EXIT 152 AT
 PM0589'INTERSTATE 43.  TURN LEFT AND GO SOUTH FOR 1.21 KM (0.75 MI) ON
 PM0589'INTERSTATE 43 TO THE STATION ON THE LEFT, EAST OF THE NORTHBOUND LANE,
 PM0589'NEAR THE EAST RIGHT-OF-WAY FENCE.
 PM0589' 
 PM0589'THE STATION MARK IS A DISK SET IN THE TOP OF A ROUND CONCRETE POST 42
 PM0589'CM IN DIAMETER PROJECTING 2 CM ABOVE THE GROUND. IT IS LOCATED 4.66 M
 PM0589'(15.29 FT) WEST FROM THE EAST RIGHT-OF-WAY FENCE OF INTERSTATE 43,
 PM0589'27.52 M (90.29 FT) EAST FROM THE CENTERLINE OF THE NORTHBOUND LANES OF
 PM0589'INTERSTATE 43, 53.31 M (174.90 FT) NORTH-NORTHEAST FROM THE EASTERLY
 PM0589'MOST OF TWO INTERSTATE 43 SIGN POLES WITH SIGN MARKED MANITOWOC COUNTY
 PM0589'AIRPORT EXIT 152, AND 1.10 M (3.61 FT) WEST FROM 2 WITNESS POSTS (1
 PM0589'FROM NGS AND 1 FROM STATE).
 PM0589
 PM0589                          STATION RECOVERY (1997)
 PM0589
 PM0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 PM0589'THE STATION IS LOCATED ABOUT 4.98 KM (3.10 MI) WEST OF MANITOWOC.
 PM0589'OWNERSHIP--STATE OF WI.  DEPARTMENT OF TRANSPORTATION.  TO REACH FROM
 PM0589'THE JUNCTION OF INTERSTATE HIGHWAY 43 AND STATE HIGHWAYS 10 AND 42
 PM0589'(EXIT 152) 1.6 KM (1.00 MI) WEST OF MANITOWOC, GO SOUTH ON INTERSTATE
 PM0589'HIGHWAY 43 FOR 1.22 KM (0.75 MI) TO THE STATION ON THE LEFT EAST OF
 PM0589'THE NORTHBOUND LANES NEAR THE RIGHT OF WAY FENCE.  THE STATION IS A
 PM0589'NGS HORIZONTAL DISK IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND
 PM0589'SURFACE.  IT IS, 53.3 M (174.9 FT) NORTH-NORTHEAST OF THE MOST
 PM0589'EASTERLY OF 2 SIGN POLES (MANITWOC COUNTY AIRPORT EXIT 152) , 27.5 M
 PM0589'(90.2 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 PM0589'HIGHWAY, 4.7 M (15.4 FT) WEST OF THE RIGHT OF WAY FENCE, 1.1 M (3.6
 PM0589'FT) WEST OF 2 WITNESS POSTS, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 PM0589'HIGHWAY.
 PM0589
 PM0589                          STATION RECOVERY (2001)
 PM0589
 PM0589'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PM0589'THE STATION IS LOCATED ABOUT 3 KM NORTHWEST OF MANITOWOC.
 PM0589'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 PM0589'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 43 WITH US HIGHWAY
 PM0589'151 AND STATE HIGHWAY 42 (EXIT 149) IN THE CITY OF MANITOWOC, GO
 PM0589'NORTH ON INTERSTATE HIGHWAY 43 FOR 1.6 KM TO THE COUNTY HIGHWAY CS
 PM0589'OVERPASS, CONTINUE NORTH ON INTERSTATE HIGHWAY 43 FOR 1.6 KM TO THE
 PM0589'STATION ON THE RIGHT.  THE STATION IS A BRONZE NATIONAL GEODETIC
 PM0589'SURVEY HORIZONTAL CONTROL DISK SET IN THE TOP OF A 41-CM DIAMETER
 PM0589'CONCRETE POST SET TO A DEPTH OF 1.8 M AND ABOUT LEVEL WITH THE
 PM0589'HIGHWAY PAVEMENT.  THE STATION IS 27 M EAST OF THE CENTERLINE OF THE
 PM0589'NORTHBOUND LANES OF INTERSTATE HIGHWAY 43, 94 M SOUTHEAST OF THE
 PM0589'EXTENDED CENTERLINE OF THE EMERGENCY VEHICLE U-TURN AREA, 54.0 METERS
 PM0589'NORTHEAST OF EASTERNMOST METAL POST FOR A --MANITOWOC CITY AIRPORT
 PM0589'EXIT 152-- SIGN, 4.6 M WEST OF A RIGHT-OF-WAY FENCE AND 1.3 M WEST OF
 PM0589'A WHITE PLASTIC WITNESS POST AND ORANGE FIBERGLASS WITNESS POST.
 PM0589'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 PM0589'THAN 15 DEGREES ABOVE THE HORIZON.
 PM0589
 PM0589                          STATION RECOVERY (2003)
 PM0589
 PM0589'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0589'RECOVERED IN GOOD CONDITION.  THE STATION IS IN THE TRIAGULAR CENTER
 PM0589'OF THREE SQUARE ORANGE POSTS AND WEST OF AN ORANGE AND A WHITE WITNESS
 PM0589'POST.  THERE ARE NO OBSTRUCTIONS ABOVE 15 DEGREES ABOVE THE HORIZON.
 PM0589
 PM0589                          STATION RECOVERY (2003)
 PM0589
 PM0589'RECOVERY NOTE BY WI DEPT OF TRANSP 2003
 PM0589'RECOVERED AS DESCRIBED.
 PM0589'
 PM0589
 PM0589                          STATION RECOVERY (2005)
 PM0589
 PM0589'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 PM0589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0122 ***********************************************************************
 PM0122  PACS        -  This is a Primary Airport Control Station.
 PM0122  DESIGNATION -  MANITOWOC MUN AIRPORT AP STA B
 PM0122  PID         -  PM0122
 PM0122  STATE/COUNTY-  WI/MANITOWOC
 PM0122  USGS QUAD   -  MANITOWOC (1973)
 PM0122
 PM0122                         *CURRENT SURVEY CONTROL
 PM0122  ___________________________________________________________________
 PM0122* NAD 83(1997)-  44 07 14.67532(N)    087 40 48.14555(W)     ADJUSTED  
 PM0122* NAVD 88     -       197.562  (meters)     648.17   (feet)  ADJUSTED  
 PM0122  ___________________________________________________________________
 PM0122  X           -     185,651.304 (meters)                     COMP
 PM0122  Y           -  -4,582,503.298 (meters)                     COMP
 PM0122  Z           -   4,417,844.956 (meters)                     COMP
 PM0122  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 PM0122  ELLIP HEIGHT-         161.42  (meters)          (05/03/99) GPS OBS
 PM0122  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 PM0122  DYNAMIC HT  -         197.530 (meters)     648.06  (feet)  COMP
 PM0122  MODELED GRAV-     980,453.6   (mgal)                       NAVD 88
 PM0122
 PM0122  HORZ ORDER  -  B
 PM0122  VERT ORDER  -  SECOND    CLASS I
 PM0122  ELLP ORDER  -  FOURTH    CLASS I
 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 May 1999..
 PM0122
 PM0122.The orthometric height was determined by differential leveling
 PM0122.and adjusted by the National Geodetic Survey in May 2003..
 PM0122
 PM0122.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PM0122
 PM0122.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0122
 PM0122.The ellipsoidal height was determined by GPS observations
 PM0122.and is referenced to NAD 83.
 PM0122
 PM0122.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PM0122;SPC WI S     -   238,186.302   785,675.520   MT  1.00001143   +1 35 38.6
 PM0122;SPC WI S     -   781,449.56  2,577,670.44   sFT  1.00001143   +1 35 38.6
 PM0122;UTM  16      - 4,885,508.458   445,589.013   MT  0.99963641   -0 28 24.4
 PM0122
 PM0122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0122!SPC WI S     -   0.99997469  x   1.00001143  =   0.99998612
 PM0122!UTM  16      -   0.99997469  x   0.99963641  =   0.99961111
 PM0122
 PM0122                          SUPERSEDED SURVEY CONTROL
 PM0122
 PM0122  NAD 83(1991)-  44 07 14.67455(N)    087 40 48.14466(W) AD(       ) B
 PM0122  ELLIP H (09/30/94)  161.52   (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 (06/15/91)  197.570  (m)          648.19   (f) UNKNOWN     1 0
 PM0122  NGVD 29 (??/??/92)  197.576  (m)          648.21   (f) ADJ UNCH    1 0
 PM0122
 PM0122.Superseded values are not recommended for survey control.
 PM0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0122.See file dsdata.txt to determine how the superseded data were derived.
 PM0122
 PM0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4558985508(NAD 83)
 PM0122_MARKER: DT = TOPOGRAPHIC STATION DISK
 PM0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0122_SP_SET: 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 - July 09, 2001
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0455 ***********************************************************************
 PM0455  DESIGNATION -  MANITOWOC MUN AIRPORT BEACON
 PM0455  PID         -  PM0455
 PM0455  STATE/COUNTY-  WI/MANITOWOC
 PM0455  USGS QUAD   -  MANITOWOC (1973)
 PM0455
 PM0455                         *CURRENT SURVEY CONTROL
 PM0455  ___________________________________________________________________
 PM0455* NAD 83(1991)-  44 07 17.57167(N)    087 41 04.84988(W)     ADJUSTED  
 PM0455* NAVD 88     -                                                        
 PM0455  ___________________________________________________________________
 PM0455  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 PM0455  GEOID HEIGHT-         -36.12  (meters)                     GEOID03
 PM0455
 PM0455  HORZ ORDER  -  THIRD
 PM0455
 PM0455.This mark is at Manitowoc Airport (MTW)
 PM0455
 PM0455.The horizontal coordinates were established by classical geodetic methods
 PM0455.and adjusted by the National Geodetic Survey in February 1997..
 PM0455
 PM0455
 PM0455.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0455
 PM0455.The geoid height was determined by GEOID03.
 PM0455
 PM0455;                    North         East     Units Scale Factor Converg.
 PM0455;SPC WI S     -   238,265.344   785,301.769   MT  1.00001161   +1 35 27.1
 PM0455;SPC WI S     -   781,708.88  2,576,444.22   sFT  1.00001161   +1 35 27.1
 PM0455;UTM  16      - 4,885,600.897   445,218.495   MT  0.99963691   -0 28 36.0
 PM0455
 PM0455                          SUPERSEDED SURVEY CONTROL
 PM0455
 PM0455  NAD 83(1991)-  44 07 17.57332(N)    087 41 04.85805(W) AD(       ) 4
 PM0455  NAD 83(1986)-  44 07 17.56057(N)    087 41 04.84968(W) AD(       ) 4
 PM0455  NAD 27      -  44 07 17.58000(N)    087 41 04.55000(W) AD(       ) 3
 PM0455
 PM0455.Superseded values are not recommended for survey control.
 PM0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0455.See file dsdata.txt to determine how the superseded data were derived.
 PM0455
 PM0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4521885601(NAD 83)
 PM0455_MARKER: 21 = AIRPORT BEACON
 PM0455_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0455+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2002
 PM0455
 PM0455  HISTORY     - Date     Condition        Report By
 PM0455  HISTORY     - 1953     FIRST OBSERVED   CGS
 PM0455  HISTORY     - 1965     GOOD             CGS
 PM0455  HISTORY     - 1968     GOOD             CGS
 PM0455  HISTORY     - 20021027 GOOD             USPSQD
 PM0455  HISTORY     - 20040305 GOOD             USPSQD
 PM0455  HISTORY     - 20050306 GOOD             USPSQD
 PM0455
 PM0455                          STATION DESCRIPTION
 PM0455
 PM0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0455'STATION IS THE CENTER OF THE BASE OF THE MANITOWOC MUNICIPAL AIRPORT
 PM0455'BEACON, LOCATED AT THE WEST SIDE OF THE AIRPORT IN THE NORTH PART OF
 PM0455'MANITOWOC.  THE BEACON IS A FOUR-LEGGED STEEL STRUCTURE, ABOUT 55
 PM0455'FEET HIGH, IS PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE AND HAS
 PM0455'A REVOLVING LIGHT AT THE TOP.
 PM0455'
 PM0455'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION AIRPORT.
 PM0455'THE DISTANCE IS 25.5 FEET, 7.77 METERS.
 PM0455
 PM0455                          STATION RECOVERY (1965)
 PM0455
 PM0455'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (VES)
 PM0455'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 PM0455
 PM0455                          STATION RECOVERY (1968)
 PM0455
 PM0455'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JMW)
 PM0455'THIS STATION WAS RECOVERED BY LT. JAMES M. WINTERMYRE, CHIEF OF AERO
 PM0455'PARTY 87.  THE STATION WAS RE-INTERSECTED BY LT. WINTERMYRE AND
 PM0455'GEODESYS POSITION WAS CHECKED BY .12 FOOT IN X AND .37 FOOT IN Y.
 PM0455
 PM0455                          STATION RECOVERY (2002)
 PM0455
 PM0455'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0455'AIRPORT IS 0.4 MILE NORTH OF HIGHWAY 10 ON 18TH STREET AND 0.3 MI WEST
 PM0455'OF 18TH STREET ON MENASHA AVENUE, NORTHEAST OF THE INTERSECTION OF
 PM0455'MENASHA AVE AND RAILROAD TRACKS.
 PM0455
 PM0455                          STATION RECOVERY (2004)
 PM0455
 PM0455'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0455'RECOVERED IN GOOD CONDITION.
 PM0455
 PM0455                          STATION RECOVERY (2005)
 PM0455
 PM0455'RECOVERY NOTE BY US POWER SQUADRON 2005 (JCH)
 PM0455'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0468 ***********************************************************************
 PM0468  DESIGNATION -  MANITOWOC MUNICIPAL TANK
 PM0468  PID         -  PM0468
 PM0468  STATE/COUNTY-  WI/MANITOWOC
 PM0468  USGS QUAD   -  MANITOWOC (1973)
 PM0468
 PM0468                         *CURRENT SURVEY CONTROL
 PM0468  ___________________________________________________________________
 PM0468* NAD 83(1991)-  44 06 49.87207(N)    087 39 29.75213(W)     ADJUSTED  
 PM0468* NAVD 88     -                                                        
 PM0468  ___________________________________________________________________
 PM0468  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 PM0468  GEOID HEIGHT-         -36.14  (meters)                     GEOID03
 PM0468
 PM0468  HORZ ORDER  -  THIRD
 PM0468
 PM0468.The horizontal coordinates were established by classical geodetic methods
 PM0468.and adjusted by the National Geodetic Survey in February 1997..
 PM0468
 PM0468
 PM0468.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0468
 PM0468.The geoid height was determined by GEOID03.
 PM0468
 PM0468;                    North         East     Units Scale Factor Converg.
 PM0468;SPC WI S     -   237,469.755   787,439.375   MT  1.00000993   +1 36 32.5
 PM0468;SPC WI S     -   779,098.69  2,583,457.35   sFT  1.00000993   +1 36 32.5
 PM0468;UTM  16      - 4,884,729.040   447,325.219   MT  0.99963412   -0 27 29.6
 PM0468
 PM0468                          SUPERSEDED SURVEY CONTROL
 PM0468
 PM0468  NAD 83(1991)-  44 06 49.87040(N)    087 39 29.75292(W) AD(       ) 4
 PM0468  NAD 83(1986)-  44 06 49.85720(N)    087 39 29.74431(W) AD(       ) 4
 PM0468  NAD 27      -  44 06 49.86000(N)    087 39 29.39200(W) AD(       ) 3
 PM0468
 PM0468.Superseded values are not recommended for survey control.
 PM0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0468.See file dsdata.txt to determine how the superseded data were derived.
 PM0468
 PM0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4732584729(NAD 83)
 PM0468_MARKER: 53 = ELEVATED TANK
 PM0468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0468+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2002
 PM0468
 PM0468  HISTORY     - Date     Condition        Report By
 PM0468  HISTORY     - 1953     FIRST OBSERVED   CGS
 PM0468  HISTORY     - 1965     GOOD             CGS
 PM0468  HISTORY     - 1968     GOOD             CGS
 PM0468  HISTORY     - 1983     GOOD             NGS
 PM0468  HISTORY     - 19980521 GOOD             USPSQD
 PM0468  HISTORY     - 20010323 GOOD             USPSQD
 PM0468  HISTORY     - 20021027 GOOD             USPSQD
 PM0468  HISTORY     - 20040305 GOOD             USPSQD
 PM0468  HISTORY     - 20050306 GOOD             USPSQD
 PM0468
 PM0468                          STATION DESCRIPTION
 PM0468
 PM0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0468'STATION IS A RED LIGHT AT THE CENTER OF THE TOP OF THE MUNICIPAL
 PM0468'WATER TANK, LOCATED AT THE INTERSECTION OF REED AVENUE AND 8TH STREET
 PM0468'IN THE NORTH SECTION OF MANITOWOC.  IT IS A STEEL TANK SUPPORTED BY A
 PM0468'TWELVE-LEGGED STEEL STRUCTURE, IS ABOUT 125 FEET HIGH AND IS
 PM0468'PAINTED SILVER.
 PM0468
 PM0468                          STATION RECOVERY (1965)
 PM0468
 PM0468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (VES)
 PM0468'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 PM0468
 PM0468                          STATION RECOVERY (1968)
 PM0468
 PM0468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JMW)
 PM0468'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 PM0468'
 PM0468'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE NORTH END OF
 PM0468'MANITOWOC.
 PM0468
 PM0468                          STATION RECOVERY (1983)
 PM0468
 PM0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (EEE)
 PM0468'INTERSECTION STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 PM0468'
 PM0468'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN MANITOWOC.
 PM0468
 PM0468                          STATION RECOVERY (1998)
 PM0468
 PM0468'RECOVERY NOTE BY US POWER SQUADRON 1998
 PM0468'RECOVERED IN GOOD CONDITION.
 PM0468
 PM0468                          STATION RECOVERY (2001)
 PM0468
 PM0468'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLC)
 PM0468'RECOVERED IN GOOD CONDITION.
 PM0468
 PM0468                          STATION RECOVERY (2002)
 PM0468
 PM0468'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0468'THE TANK IS PAINTED BLUE.
 PM0468
 PM0468                          STATION RECOVERY (2004)
 PM0468
 PM0468'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0468'RECOVERED IN GOOD CONDITION.
 PM0468
 PM0468                          STATION RECOVERY (2005)
 PM0468
 PM0468'RECOVERY NOTE BY US POWER SQUADRON 2005 (JCH)
 PM0468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0471 ***********************************************************************
 PM0471  DESIGNATION -  MANITOWOC PORTLAND CEM CO STK
 PM0471  PID         -  PM0471
 PM0471  STATE/COUNTY-  WI/MANITOWOC
 PM0471  USGS QUAD   -  MANITOWOC (1973)
 PM0471
 PM0471                         *CURRENT SURVEY CONTROL
 PM0471  ___________________________________________________________________
 PM0471* NAD 83(1991)-  44 06 04.39286(N)    087 40 05.81250(W)     ADJUSTED  
 PM0471* NAVD 88     -                                                        
 PM0471  ___________________________________________________________________
 PM0471  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 PM0471  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 PM0471
 PM0471  HORZ ORDER  -  THIRD
 PM0471
 PM0471.The horizontal coordinates were established by classical geodetic methods
 PM0471.and adjusted by the National Geodetic Survey in November 1991..
 PM0471
 PM0471
 PM0471.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0471
 PM0471.The geoid height was determined by GEOID03.
 PM0471
 PM0471;                    North         East     Units Scale Factor Converg.
 PM0471;SPC WI S     -   236,044.104   786,677.060   MT  1.00000720   +1 36 07.7
 PM0471;SPC WI S     -   774,421.36  2,580,956.32   sFT  1.00000720   +1 36 07.7
 PM0471;UTM  16      - 4,883,332.337   446,512.277   MT  0.99963519   -0 27 54.3
 PM0471
 PM0471                          SUPERSEDED SURVEY CONTROL
 PM0471
 PM0471  NAD 83(1986)-  44 06 04.37968(N)    087 40 05.80430(W) AD(       ) 4
 PM0471  NAD 27      -  44 06 04.38700(N)    087 40 05.49300(W) AD(       ) 3
 PM0471
 PM0471.Superseded values are not recommended for survey control.
 PM0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0471.See file dsdata.txt to determine how the superseded data were derived.
 PM0471
 PM0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4651283332(NAD 83)
 PM0471_MARKER: 63 = STACK
 PM0471
 PM0471  HISTORY     - Date     Condition        Report By
 PM0471  HISTORY     - 1953     FIRST OBSERVED   CGS
 PM0471  HISTORY     - 1965     GOOD             CGS
 PM0471  HISTORY     - 1983     GOOD             NGS
 PM0471  HISTORY     - 20021027 GOOD             USPSQD
 PM0471  HISTORY     - 20040305 GOOD             USPSQD
 PM0471  HISTORY     - 20050306 GOOD             USPSQD
 PM0471
 PM0471                          STATION DESCRIPTION
 PM0471
 PM0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0471'STATION IS THE CENTER OF THE TOP OF THE STACK OF THE PORTLAND CEMENT
 PM0471'CO. LOCATED IN THE NORTHWEST SECTION OF MANITOWOC ABOUT 150 FEET
 PM0471'NORTHEAST OF SPRING STREET.  THE STACK IS A CONCRETE STRUCTURE
 PM0471'ABOUT 200 FEET HIGH AND IS PAINTED IN ALTERNATE SECTIONS OF RED AND
 PM0471'WHITE.
 PM0471
 PM0471                          STATION RECOVERY (1965)
 PM0471
 PM0471'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (VES)
 PM0471'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION SHOULD
 PM0471'READ, ABOUT 150 FEET SOUTHEAST OF SPRING STREET, RATHER THAN
 PM0471'NORTHEAST.
 PM0471
 PM0471                          STATION RECOVERY (1983)
 PM0471
 PM0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (EEE)
 PM0471'INTERSECTION STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 PM0471'
 PM0471'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN MANITOWOC.
 PM0471
 PM0471                          STATION RECOVERY (2002)
 PM0471
 PM0471'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0471'RECOVERED IN GOOD CONDITION.
 PM0471
 PM0471                          STATION RECOVERY (2004)
 PM0471
 PM0471'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0471'RECOVERED IN GOOD CONDITION.
 PM0471
 PM0471                          STATION RECOVERY (2005)
 PM0471
 PM0471'RECOVERY NOTE BY US POWER SQUADRON 2005 (JCH)
 PM0471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0463 ***********************************************************************
 PM0463  DESIGNATION -  MANITOWOC PUB UTILITIES STACK
 PM0463  PID         -  PM0463
 PM0463  STATE/COUNTY-  WI/MANITOWOC
 PM0463  USGS QUAD   -  MANITOWOC (1973)
 PM0463
 PM0463                         *CURRENT SURVEY CONTROL
 PM0463  ___________________________________________________________________
 PM0463* NAD 83(1991)-  44 04 52.83165(N)    087 39 23.22816(W)     ADJUSTED  
 PM0463* NAVD 88     -                                                        
 PM0463  ___________________________________________________________________
 PM0463  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 PM0463  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 PM0463
 PM0463  HORZ ORDER  -  THIRD
 PM0463
 PM0463.The horizontal coordinates were established by classical geodetic methods
 PM0463.and adjusted by the National Geodetic Survey in November 1991..
 PM0463
 PM0463
 PM0463.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0463
 PM0463.The geoid height was determined by GEOID03.
 PM0463
 PM0463;                    North         East     Units Scale Factor Converg.
 PM0463;SPC WI S     -   233,862.776   787,685.905   MT  1.00000301   +1 36 36.9
 PM0463;SPC WI S     -   767,264.79  2,584,266.17   sFT  1.00000301   +1 36 36.9
 PM0463;UTM  16      - 4,881,116.861   447,441.442   MT  0.99963397   -0 27 24.1
 PM0463
 PM0463                          SUPERSEDED SURVEY CONTROL
 PM0463
 PM0463  NAD 83(1986)-  44 04 52.81802(N)    087 39 23.22022(W) AD(       ) 4
 PM0463  NAD 27      -  44 04 52.83400(N)    087 39 22.93900(W) AD(       ) 3
 PM0463
 PM0463.Superseded values are not recommended for survey control.
 PM0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0463.See file dsdata.txt to determine how the superseded data were derived.
 PM0463
 PM0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4744181117(NAD 83)
 PM0463_MARKER: 63 = STACK
 PM0463
 PM0463  HISTORY     - Date     Condition        Report By
 PM0463  HISTORY     - 1953     FIRST OBSERVED   CGS
 PM0463  HISTORY     - 19980521 GOOD             USPSQD
 PM0463  HISTORY     - 20021027 GOOD             USPSQD
 PM0463  HISTORY     - 20040305 GOOD             USPSQD
 PM0463  HISTORY     - 20050306 GOOD             USPSQD
 PM0463
 PM0463                          STATION DESCRIPTION
 PM0463
 PM0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0463'STATION IS THE CENTER OF THE TOP OF THE STACK OF THE PUBLIC UTILITIES
 PM0463'PLANT, LOCATED AT THE INTERSECTION OF 7TH STREET AND COLUMBUS STREET
 PM0463'IN THE SOUTHEAST SECTION OF MANITOWOC.  THE STACK IS A CONCRETE
 PM0463'STRUCTURE ABOUT 200 FEET HIGH AND IS PAINTED IN ALTERNATE SECTIONS
 PM0463'OF RED AND WHITE.
 PM0463
 PM0463                          STATION RECOVERY (1998)
 PM0463
 PM0463'RECOVERY NOTE BY US POWER SQUADRON 1998
 PM0463'RECOVERED IN GOOD CONDITION.
 PM0463
 PM0463                          STATION RECOVERY (2002)
 PM0463
 PM0463'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0463'RECOVERED IN GOOD CONDITION.
 PM0463
 PM0463                          STATION RECOVERY (2004)
 PM0463
 PM0463'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0463'RECOVERED IN GOOD CONDITION.
 PM0463
 PM0463                          STATION RECOVERY (2005)
 PM0463
 PM0463'RECOVERY NOTE BY US POWER SQUADRON 2005 (JCH)
 PM0463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0457 ***********************************************************************
 PM0457  DESIGNATION -  MANITOWOC RADIO STA WRLU MAST
 PM0457  PID         -  PM0457
 PM0457  STATE/COUNTY-  WI/MANITOWOC
 PM0457  USGS QUAD   -  MANITOWOC (1973)
 PM0457
 PM0457                         *CURRENT SURVEY CONTROL
 PM0457  ___________________________________________________________________
 PM0457* NAD 83(1991)-  44 05 24.27136(N)    087 39 05.75866(W)     ADJUSTED  
 PM0457* NAVD 88     -                                                        
 PM0457  ___________________________________________________________________
 PM0457  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 PM0457  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 PM0457
 PM0457  HORZ ORDER  -  THIRD
 PM0457
 PM0457.The horizontal coordinates were established by classical geodetic methods
 PM0457.and adjusted by the National Geodetic Survey in November 1991..
 PM0457
 PM0457
 PM0457.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0457
 PM0457.The geoid height was determined by GEOID03.
 PM0457
 PM0457;                    North         East     Units Scale Factor Converg.
 PM0457;SPC WI S     -   234,843.715   788,047.107   MT  1.00000484   +1 36 48.9
 PM0457;SPC WI S     -   770,483.09  2,585,451.22   sFT  1.00000484   +1 36 48.9
 PM0457;UTM  16      - 4,882,083.776   447,837.642   MT  0.99963346   -0 27 12.2
 PM0457
 PM0457                          SUPERSEDED SURVEY CONTROL
 PM0457
 PM0457  NAD 83(1986)-  44 05 24.25762(N)    087 39 05.75046(W) AD(       ) 4
 PM0457  NAD 27      -  44 05 24.28000(N)    087 39 05.45000(W) AD(       ) 3
 PM0457
 PM0457.Superseded values are not recommended for survey control.
 PM0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0457.See file dsdata.txt to determine how the superseded data were derived.
 PM0457
 PM0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4783882084(NAD 83)
 PM0457_MARKER: 42 = RADIO/TV MAST
 PM0457
 PM0457  HISTORY     - Date     Condition        Report By
 PM0457  HISTORY     - 1953     FIRST OBSERVED   CGS
 PM0457  HISTORY     - 20021027 MARK NOT FOUND   USPSQD
 PM0457  HISTORY     - 20040305 MARK NOT FOUND   USPSQD
 PM0457
 PM0457                          STATION DESCRIPTION
 PM0457
 PM0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0457'STATION IS THE CENTER OF THE TOP OF THE MAST OF THE CHESAPEAKE AND
 PM0457'OHIO RAILROAD AND AUTO FERRY RADIO STATION WRLU, LOCATED ON THE
 PM0457'SHORE OF LAKE MICHIGAN AT THE EAST END OF JAY STREET IN MANITOWOC.
 PM0457'THE MAST IS A FOUR-LEGGED STEEL STRUCTURE 227 FEET HIGH AND IS
 PM0457'PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE.
 PM0457
 PM0457                          STATION RECOVERY (2002)
 PM0457
 PM0457'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0457'MARK NOT FOUND.
 PM0457
 PM0457                          STATION RECOVERY (2004)
 PM0457
 PM0457'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0457'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0459 ***********************************************************************
 PM0459  DESIGNATION -  MANITOWOC RADIO STA WOMT MAST
 PM0459  PID         -  PM0459
 PM0459  STATE/COUNTY-  WI/MANITOWOC
 PM0459  USGS QUAD   -  MANITOWOC (1973)
 PM0459
 PM0459                         *CURRENT SURVEY CONTROL
 PM0459  ___________________________________________________________________
 PM0459* NAD 83(1991)-  44 05 08.17302(N)    087 41 40.83277(W)     ADJUSTED  
 PM0459* NAVD 88     -                                                        
 PM0459  ___________________________________________________________________
 PM0459  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 PM0459  GEOID HEIGHT-         -36.11  (meters)                     GEOID03
 PM0459
 PM0459  HORZ ORDER  -  THIRD
 PM0459
 PM0459.The horizontal coordinates were established by classical geodetic methods
 PM0459.and adjusted by the National Geodetic Survey in November 1991..
 PM0459
 PM0459
 PM0459.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0459
 PM0459.The geoid height was determined by GEOID03.
 PM0459
 PM0459;                    North         East     Units Scale Factor Converg.
 PM0459;SPC WI S     -   234,250.777   784,612.426   MT  1.00000390   +1 35 02.4
 PM0459;SPC WI S     -   768,537.76  2,574,182.60   sFT  1.00000390   +1 35 02.4
 PM0459;UTM  16      - 4,881,615.288   444,385.082   MT  0.99963804   -0 28 60.0
 PM0459
 PM0459                          SUPERSEDED SURVEY CONTROL
 PM0459
 PM0459  NAD 83(1986)-  44 05 08.15989(N)    087 41 40.82520(W) AD(       ) 4
 PM0459  NAD 27      -  44 05 08.18600(N)    087 41 40.52400(W) AD(       ) 3
 PM0459
 PM0459.Superseded values are not recommended for survey control.
 PM0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0459.See file dsdata.txt to determine how the superseded data were derived.
 PM0459
 PM0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4438581615(NAD 83)
 PM0459_MARKER: 42 = RADIO/TV MAST
 PM0459
 PM0459  HISTORY     - Date     Condition        Report By
 PM0459  HISTORY     - 1953     FIRST OBSERVED   CGS
 PM0459  HISTORY     - 1983     GOOD             NGS
 PM0459  HISTORY     - 20021028 MARK NOT FOUND   USPSQD
 PM0459  HISTORY     - 20040305 MARK NOT FOUND   USPSQD
 PM0459
 PM0459                          STATION DESCRIPTION
 PM0459
 PM0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0459'STATION IS THE CENTER OF THE TOP OF THE MAST OF RADIO STATION WOMT,
 PM0459'LOCATED AT HAMILTON AND 36TH STREET IN THE WEST EDGE OF MANITOWOC.
 PM0459'THE MAST IS A SINGLE STEEL POLE, SUPPORTED BY GUY WIRES, IS ABOUT
 PM0459'200 FEET HIGH AND IS PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE.
 PM0459
 PM0459                          STATION RECOVERY (1983)
 PM0459
 PM0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (EEE)
 PM0459'INTERSECTION STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 PM0459'
 PM0459'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN MANITOWOC.
 PM0459
 PM0459                          STATION RECOVERY (2002)
 PM0459
 PM0459'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0459'36TH STREET AND HAMILTON STREET DO NOT INTERSECT.  HAMILTON STREET
 PM0459'ENDS AT 26TH STREET.  THE RADIO MAST WAS AT THE END OF EASY STREET
 PM0459'WEST OF 36TH STREET.  A SURVEYOR STATES THAT THE RADIO MAST WAS
 PM0459'REMOVED IN THE EARLY 1990S.
 PM0459
 PM0459                          STATION RECOVERY (2004)
 PM0459
 PM0459'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0459'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0474 ***********************************************************************
 PM0474  DESIGNATION -  MANITOWOC RADIO STA WWOC MAST
 PM0474  PID         -  PM0474
 PM0474  STATE/COUNTY-  WI/MANITOWOC
 PM0474  USGS QUAD   -  MISHICOT (1978)
 PM0474
 PM0474                         *CURRENT SURVEY CONTROL
 PM0474  ___________________________________________________________________
 PM0474* NAD 83(1991)-  44 07 30.45535(N)    087 37 41.64533(W)     ADJUSTED  
 PM0474* NAVD 88     -                                                        
 PM0474  ___________________________________________________________________
 PM0474  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 PM0474  GEOID HEIGHT-         -36.15  (meters)                     GEOID03
 PM0474
 PM0474  HORZ ORDER  -  THIRD
 PM0474
 PM0474.The horizontal coordinates were established by classical geodetic methods
 PM0474.and adjusted by the National Geodetic Survey in February 1997..
 PM0474
 PM0474
 PM0474.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0474
 PM0474.The geoid height was determined by GEOID03.
 PM0474
 PM0474;                    North         East     Units Scale Factor Converg.
 PM0474;SPC WI S     -   238,789.806   789,806.770   MT  1.00001240   +1 37 46.7
 PM0474;SPC WI S     -   783,429.56  2,591,224.38   sFT  1.00001240   +1 37 46.7
 PM0474;UTM  16      - 4,885,962.371   449,737.775   MT  0.99963107   -0 26 14.7
 PM0474
 PM0474                          SUPERSEDED SURVEY CONTROL
 PM0474
 PM0474  NAD 83(1991)-  44 07 30.45644(N)    087 37 41.64436(W) AD(       ) 4
 PM0474  NAD 83(1986)-  44 07 30.44303(N)    087 37 41.63515(W) AD(       ) 4
 PM0474  NAD 27      -  44 07 30.46000(N)    087 37 41.34300(W) AD(       ) 3
 PM0474
 PM0474.Superseded values are not recommended for survey control.
 PM0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0474.See file dsdata.txt to determine how the superseded data were derived.
 PM0474
 PM0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4973885962(NAD 83)
 PM0474_MARKER: 42 = RADIO/TV MAST
 PM0474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0474+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2002
 PM0474
 PM0474  HISTORY     - Date     Condition        Report By
 PM0474  HISTORY     - 1953     FIRST OBSERVED   CGS
 PM0474  HISTORY     - 1965     GOOD             CGS
 PM0474  HISTORY     - 1983     GOOD             NGS
 PM0474  HISTORY     - 20021028 GOOD             USPSQD
 PM0474  HISTORY     - 20040305 GOOD             USPSQD
 PM0474  HISTORY     - 20050306 GOOD             USPSQD
 PM0474
 PM0474                          STATION DESCRIPTION
 PM0474
 PM0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0474'STATION IS THE CENTER OF THE TOP OF THE MAST OF RADIO STATION WWOC,
 PM0474'LOCATED AT 2500 NORTH 10TH STREET IN THE NORTHEAST EDGE OF
 PM0474'MANITOWOC.  THE MAST IS A THREE-LEGGED STEEL STRUCTURE SUPPORTED BY
 PM0474'GUY WIRES, IS 246 FEET HIGH AND IS PAINTED IN ALTERNATE SECTIONS OF
 PM0474'RED AND WHITE.
 PM0474
 PM0474                          STATION RECOVERY (1965)
 PM0474
 PM0474'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (VES)
 PM0474'THE STATION WAS RECOVERED IN GOOD CONDITION.  RADIO STATION
 PM0474'AUTHORITIES STATE THAT THE RADIO TOWER HAS NOT BEEN DISTURBED.  THE
 PM0474'RADIO CALL LETTERS HAVE BEEN CHANGED TO WCUB.
 PM0474
 PM0474                          STATION RECOVERY (1983)
 PM0474
 PM0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (EEE)
 PM0474'INTERSECTION STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 PM0474'STATION CALL LETTERS ARE NOW WCUB.
 PM0474'
 PM0474'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN MANITOWOC.
 PM0474
 PM0474                          STATION RECOVERY (2002)
 PM0474
 PM0474'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0474'THE 1953 DESCRIPTION OF RADIO MAST'S LOCATION IS IN ERROR.  MAST IS
 PM0474'EAST OF WCUB'S OFFICE WHICH IS 0.4 MILE NORTH OF MEMORIAL DRIVE AND
 PM0474'0.1 MILE SOUTH OF ALBERT DRIVE, AND 0.1 MILE SOUTH OF RAILROAD TRACKS
 PM0474'ON MIRRO DRIVE (COUNTY DD) AT 1915 MIRROR DRIVE.
 PM0474
 PM0474                          STATION RECOVERY (2004)
 PM0474
 PM0474'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0474'RECOVERED IN GOOD CONDITION.
 PM0474
 PM0474                          STATION RECOVERY (2005)
 PM0474
 PM0474'RECOVERY NOTE BY US POWER SQUADRON 2005 (JCH)
 PM0474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0458 ***********************************************************************
 PM0458  DESIGNATION -  MANITOWOC RAHR BLDG LANDMK BN
 PM0458  PID         -  PM0458
 PM0458  STATE/COUNTY-  WI/MANITOWOC
 PM0458  USGS QUAD   -  MANITOWOC (1973)
 PM0458
 PM0458                         *CURRENT SURVEY CONTROL
 PM0458  ___________________________________________________________________
 PM0458* NAD 83(1991)-  44 05 18.55234(N)    087 39 15.92785(W)     ADJUSTED  
 PM0458* NAVD 88     -                                                        
 PM0458  ___________________________________________________________________
 PM0458  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 PM0458  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 PM0458
 PM0458  HORZ ORDER  -  THIRD
 PM0458
 PM0458.The horizontal coordinates were established by classical geodetic methods
 PM0458.and adjusted by the National Geodetic Survey in November 1991..
 PM0458
 PM0458
 PM0458.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0458
 PM0458.The geoid height was determined by GEOID03.
 PM0458
 PM0458;                    North         East     Units Scale Factor Converg.
 PM0458;SPC WI S     -   234,660.900   787,825.938   MT  1.00000451   +1 36 41.9
 PM0458;SPC WI S     -   769,883.30  2,584,725.60   sFT  1.00000451   +1 36 41.9
 PM0458;UTM  16      - 4,881,909.122   447,610.109   MT  0.99963376   -0 27 19.2
 PM0458
 PM0458                          SUPERSEDED SURVEY CONTROL
 PM0458
 PM0458  NAD 83(1986)-  44 05 18.53875(N)    087 39 15.91970(W) AD(       ) 4
 PM0458  NAD 27      -  44 05 18.56400(N)    087 39 15.62000(W) AD(       ) 3
 PM0458
 PM0458.Superseded values are not recommended for survey control.
 PM0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0458.See file dsdata.txt to determine how the superseded data were derived.
 PM0458
 PM0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4761081909(NAD 83)
 PM0458_MARKER: 14 = NAVIGATION LIGHT
 PM0458_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0458+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2002
 PM0458
 PM0458  HISTORY     - Date     Condition        Report By
 PM0458  HISTORY     - 1953     FIRST OBSERVED   CGS
 PM0458  HISTORY     - 1965     GOOD             CGS
 PM0458  HISTORY     - 20021027 GOOD             USPSQD
 PM0458  HISTORY     - 20040305 GOOD             USPSQD
 PM0458  HISTORY     - 20050306 GOOD             USPSQD
 PM0458
 PM0458                          STATION DESCRIPTION
 PM0458
 PM0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0458'STATION IS THE REVOLVING LIGHT ON THE RAHR BUILDING LOCATED IN THE
 PM0458'EAST SECTION OF MANITOWOC ALONG THE SHORE OF LAKE MICHIGAN.  THE
 PM0458'LIGHT IS RED ON ONE SIDE AND WHITE ON THE OTHER AND IS MOUNTED ON THE
 PM0458'SOUTH SIDE OF THE ROOF OF THE BUILDING ABOUT 150 FEET ABOVE THE
 PM0458'GROUND.
 PM0458
 PM0458                          STATION RECOVERY (1965)
 PM0458
 PM0458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (VES)
 PM0458'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 PM0458
 PM0458                          STATION RECOVERY (2002)
 PM0458
 PM0458'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0458'THE REVOLVING LIGHT ON THE RAHR BUILDING IS LOCATED IN THE EAST
 PM0458'SECTION OF MANITOWOC ALONG THE SHORE OF LAKE MICHIGAN AT THE
 PM0458'INTERSECTION OF MARSHALL STREET AND SOUTH LAKE STREET.
 PM0458
 PM0458                          STATION RECOVERY (2004)
 PM0458
 PM0458'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0458'RECOVERED IN GOOD CONDITION.
 PM0458
 PM0458                          STATION RECOVERY (2005)
 PM0458
 PM0458'RECOVERY NOTE BY US POWER SQUADRON 2005 (JCH)
 PM0458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF5991 ***********************************************************************
 DF5991  HT_MOD      -  This is a Height Modernization Survey Station.
 DF5991  DESIGNATION -  MANITOWOC RAPIDS N GPS
 DF5991  PID         -  DF5991
 DF5991  STATE/COUNTY-  WI/MANITOWOC
 DF5991  USGS QUAD   -  MISHICOT (1978)
 DF5991
 DF5991                         *CURRENT SURVEY CONTROL
 DF5991  ___________________________________________________________________
 DF5991* NAD 83(1997)-  44 08 06.66749(N)    087 42 34.60029(W)     ADJUSTED  
 DF5991* NAVD 88     -       213.27   (meters)     699.7    (feet)  GPS OBS   
 DF5991  ___________________________________________________________________
 DF5991  X           -     183,242.015 (meters)                     COMP
 DF5991  Y           -  -4,581,493.342 (meters)                     COMP
 DF5991  Z           -   4,419,007.827 (meters)                     COMP
 DF5991  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 DF5991  ELLIP HEIGHT-         177.18  (meters)          (06/11/03) GPS OBS
 DF5991  GEOID HEIGHT-         -36.11  (meters)                     GEOID03
 DF5991
 DF5991  HORZ ORDER  -  FIRST
 DF5991  ELLP ORDER  -  THIRD     CLASS I
 DF5991
 DF5991.The horizontal coordinates were established by GPS observations
 DF5991.and adjusted by the National Geodetic Survey in June 2003..
 DF5991
 DF5991.The orthometric height was determined by GPS observations and a
 DF5991.high-resolution geoid model using precise GPS observation and
 DF5991.processing techniques.
 DF5991
 DF5991.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5991
 DF5991.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5991
 DF5991.The ellipsoidal height was determined by GPS observations
 DF5991.and is referenced to NAD 83.
 DF5991
 DF5991.The geoid height was determined by GEOID03.
 DF5991
 DF5991;                    North         East     Units Scale Factor Converg.
 DF5991;SPC WI S     -   239,725.043   783,265.382   MT  1.00001464   +1 34 25.4
 DF5991;SPC WI S     -   786,497.91  2,569,763.17   sFT  1.00001464   +1 34 25.4
 DF5991;UTM  16      - 4,887,132.545   443,236.844   MT  0.99963963   -0 29 39.0
 DF5991
 DF5991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5991!SPC WI S     -   0.99997222  x   1.00001464  =   0.99998686
 DF5991!UTM  16      -   0.99997222  x   0.99963963  =   0.99961186
 DF5991
 DF5991                          SUPERSEDED SURVEY CONTROL
 DF5991
 DF5991.No superseded survey control is available for this station.
 DF5991
 DF5991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4323787133(NAD 83)
 DF5991_MARKER: DD = SURVEY DISK
 DF5991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5991_STAMPING: MANITOWOC RAPIDS N GPS 1993-94
 DF5991_MARK LOGO: WI-071
 DF5991_PROJECTION: FLUSH
 DF5991_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF5991_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5991+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2003
 DF5991
 DF5991  HISTORY     - Date     Condition        Report By
 DF5991  HISTORY     - 1993     MONUMENTED       WI-071
 DF5991  HISTORY     - 2002     GOOD             WIDT
 DF5991  HISTORY     - 20030619 GOOD             USPSQD
 DF5991
 DF5991                          STATION DESCRIPTION
 DF5991
 DF5991'DESCRIBED BY WI DEPT OF TRANSP 2002 (DJH)
 DF5991'THE STATION IS LOCATED ABOUT 49 KM SOUTH-SOUTHEAST OF GREEN BAY, 41 KM
 DF5991'NORTH OF
 DF5991'SHEBOYGAN AND 4 KM NORTHWEST OF MANITOWOC.  OWNERSHIP--MANITOWOC
 DF5991'COUNTY.  TO REACH
 DF5991'THE STATION FROM THE JUNCTION OF INTERSTATE 43 WITH US HIGHWAY 10 WITH
 DF5991'STATE HIGHWAY
 DF5991'310 ABOUT 8 KM NORTHWEST OF THE CITY OF MANITOWOC, GO EAST ON STATE
 DF5991'HIGHWAY 310 FOR 1.8
 DF5991'KM TO COUNTY HIGHWAY R, TURN RIGHT AND GO SOUTH ON COUNTY HIGHWAY R
 DF5991'FOR 2.0 KM TO THE
 DF5991'STATION ON THE RIGHT.  THE STATION IS A BRONZE MANITOWOC COUNTY
 DF5991'GEODETIC CONTROL
 DF5991'MARKER SET IN THE TOP OF A 35-CM DIAMETER CONCRETE POST AND ABOUT 0.5
 DF5991'M BELOW THE
 DF5991'HIGHWAY PAVEMENT.  THE STATION IS 18.3 M WEST OF THE CENTERLINE OF
 DF5991'COUNTY HIGHWAY R, 62
 DF5991'M NORTH-NORTHWEST OF A WOOD POST FOR A --REDUCE SPEED AHEAD-- SIGN,
 DF5991'42.6 M
 DF5991'WEST-NORTHWEST OF A POWER POLE --1-23-11E31-- , 22 M SOUTH-SOUTHWEST
 DF5991'OF A 60-CM DIAMETER
 DF5991'CORRUGATED METAL CULVERT PIPE, 1.0 M WEST, 1.0 M SOUTH, AND 1.0 M
 DF5991'NORTH OF THREE 4X4
 DF5991'ORANGE PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE
 DF5991'OBSTRUCTIONS
 DF5991'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF5991' 
 DF5991' 
 DF5991'
 DF5991
 DF5991                          STATION RECOVERY (2003)
 DF5991
 DF5991'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF5991'THE STATION WAS RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ON
 DF5991'COUNTY HIGHWAY R, 0.2 MILE NORTH OF THE JUNCTION OF COUNTY HIGHWAYS R
 DF5991'AND P WEST, AND 0.2 MILE SOUTH OF GOODWIN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7650 ***********************************************************************
 DE7650  DESIGNATION -  MANITOWOC RAPIDS S GPS
 DE7650  PID         -  DE7650
 DE7650  STATE/COUNTY-  WI/MANITOWOC
 DE7650  USGS QUAD   -  CLARKS MILLS (1978)
 DE7650
 DE7650                         *CURRENT SURVEY CONTROL
 DE7650  ___________________________________________________________________
 DE7650* NAD 83(1997)-  44 04 20.51162(N)    087 45 39.17479(W)     ADJUSTED  
 DE7650* NAVD 88     -       237.033  (meters)     777.67   (feet)  ADJUSTED  
 DE7650  ___________________________________________________________________
 DE7650  X           -     179,332.704 (meters)                     COMP
 DE7650  Y           -  -4,586,527.008 (meters)                     COMP
 DE7650  Z           -   4,414,011.806 (meters)                     COMP
 DE7650  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 DE7650  ELLIP HEIGHT-         200.97  (meters)          (06/11/03) GPS OBS
 DE7650  GEOID HEIGHT-         -36.06  (meters)                     GEOID03
 DE7650  DYNAMIC HT  -         236.993 (meters)     777.53  (feet)  COMP
 DE7650  MODELED GRAV-     980,443.1   (mgal)                       NAVD 88
 DE7650
 DE7650  HORZ ORDER  -  FIRST
 DE7650  VERT ORDER  -  SECOND    CLASS I
 DE7650  ELLP ORDER  -  THIRD     CLASS I
 DE7650
 DE7650.The horizontal coordinates were established by GPS observations
 DE7650.and adjusted by the National Geodetic Survey in June 2003..
 DE7650
 DE7650.The orthometric height was determined by differential leveling
 DE7650.and adjusted by the National Geodetic Survey in May 2003..
 DE7650
 DE7650.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7650
 DE7650.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7650
 DE7650.The ellipsoidal height was determined by GPS observations
 DE7650.and is referenced to NAD 83.
 DE7650
 DE7650.The geoid height was determined by GEOID03.
 DE7650
 DE7650.The dynamic height is computed by dividing the NAVD 88
 DE7650.geopotential number by the normal gravity value computed on the
 DE7650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7650.degrees latitude (g = 980.6199 gals.).
 DE7650
 DE7650.The modeled gravity was interpolated from observed gravity values.
 DE7650
 DE7650;                    North         East     Units Scale Factor Converg.
 DE7650;SPC WI S     -   232,635.767   779,351.370   MT  1.00000116   +1 32 18.6
 DE7650;SPC WI S     -   763,239.18  2,556,921.95   sFT  1.00000116   +1 32 18.6
 DE7650;UTM  16      - 4,880,191.649   439,071.104   MT  0.99964566   -0 31 45.3
 DE7650
 DE7650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7650!SPC WI S     -   0.99996849  x   1.00000116  =   0.99996965
 DE7650!UTM  16      -   0.99996849  x   0.99964566  =   0.99961416
 DE7650
 DE7650                          SUPERSEDED SURVEY CONTROL
 DE7650
 DE7650  NAVD 88 (06/11/03)  237.03   (m)          777.7    (f) LEVELING    3  
 DE7650
 DE7650.Superseded values are not recommended for survey control.
 DE7650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7650.See file dsdata.txt to determine how the superseded data were derived.
 DE7650
 DE7650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3907180192(NAD 83)
 DE7650_MARKER: DB = BENCH MARK DISK
 DE7650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7650_STAMPING: MANITOWOC RAPIDS S GPS 1993-94
 DE7650_MARK LOGO: WI-071
 DE7650_PROJECTION: FLUSH
 DE7650_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7650+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2003
 DE7650
 DE7650  HISTORY     - Date     Condition        Report By
 DE7650  HISTORY     - 1994     MONUMENTED       WI-071
 DE7650  HISTORY     - 20010516 GOOD             WIDT
 DE7650  HISTORY     - 20030619 GOOD             USPSQD
 DE7650
 DE7650                          STATION DESCRIPTION
 DE7650
 DE7650'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7650'THE STATION IS LOCATED ABOUT 9 KM WEST-SOUTHWEST OF MANITOWOC.
 DE7650'OWNERSHIP--MANITOWOC COUNTY. TO REACH THE STATION FROM THE JUNCTION
 DE7650'OF US HIGHWAY 151 WITH INTERSTATE HIGHWAY 43, ABOUT 3 KM WEST OF
 DE7650'MANITOWOC, GO WEST ON US 151 FOR 3.8 KM TO COUNTY HIGHWAY CS, TURN
 DE7650'RIGHT AND GO NORTH ON COUNTY HIGHWAY CS FOR 22 METERS TO THE STATION
 DE7650'ON THE LEFT.  THE STATION IS A BRONZE MANITOWOC COUNTY GEODETIC
 DE7650'CONTROL BENCH MARK DISK SET IN THE TOP OF A 32-CM DIAMETER CONCRETE
 DE7650'POST AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 16 M
 DE7650'WEST-NORTHWEST OF THE CENTERLINE OF COUNTY HIGHWAY CS, 35 M EAST OF A
 DE7650'POWER POLE --1923 L 34--, 27.5 M NORTH-NORTHEAST OF THE CENTERLINE OF
 DE7650'US HIGHWAY 151, 11.25 M SOUTHEAST OF A TELEPHONE POLE --1300 1--, AND
 DE7650'0.65 M SOUTHEAST OF A WHITE PLASTIC WITNESS POLE. ---NOTE---THIS
 DE7650'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DE7650'ABOVE THE HORIZON.
 DE7650
 DE7650                          STATION RECOVERY (2003)
 DE7650
 DE7650'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7650'THE STATION WAS RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS IN
 DE7650'THE CENTER OF A TRIANGLE FORMED BY THREE ORANGE PLASTIC GUARD POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0137 ***********************************************************************
 PM0137  DESIGNATION -  MANITOWOC RM 1
 PM0137  PID         -  PM0137
 PM0137  STATE/COUNTY-  WI/MANITOWOC
 PM0137  USGS QUAD   -  MANITOWOC (1973)
 PM0137
 PM0137                         *CURRENT SURVEY CONTROL
 PM0137  ___________________________________________________________________
 PM0137* NAD 83(1986)-  44 05 19.     (N)    087 39 28.     (W)     SCALED    
 PM0137* NAVD 88     -       185.411  (meters)     608.30   (feet)  ADJUSTED  
 PM0137  ___________________________________________________________________
 PM0137  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 PM0137  DYNAMIC HT  -         185.381 (meters)     608.20  (feet)  COMP
 PM0137  MODELED GRAV-     980,450.9   (mgal)                       NAVD 88
 PM0137
 PM0137  VERT ORDER  -  FIRST     CLASS 0
 PM0137
 PM0137.The horizontal coordinates were scaled from a topographic map and have
 PM0137.an estimated accuracy of +/- 6 seconds.
 PM0137
 PM0137.The orthometric height was determined by differential leveling
 PM0137.and adjusted by the National Geodetic Survey in June 1991..
 PM0137
 PM0137.The geoid height was determined by GEOID03.
 PM0137
 PM0137.The dynamic height is computed by dividing the NAVD 88
 PM0137.geopotential number by the normal gravity value computed on the
 PM0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0137.degrees latitude (g = 980.6199 gals.).
 PM0137
 PM0137.The modeled gravity was interpolated from observed gravity values.
 PM0137
 PM0137;                    North         East    Units  Estimated Accuracy
 PM0137;SPC WI S     -   234,670.      787,560.      MT  (+/- 180 meters Scaled)
 PM0137
 PM0137                          SUPERSEDED SURVEY CONTROL
 PM0137
 PM0137  NGVD 29 (??/??/92)  185.42   (m)          608.3    (f) COMPUTED    1 0
 PM0137
 PM0137.Superseded values are not recommended for survey control.
 PM0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0137.See file dsdata.txt to determine how the superseded data were derived.
 PM0137
 PM0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP473819(NAD 83)
 PM0137_MARKER: DR = REFERENCE MARK DISK
 PM0137_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PM0137+WITH SETTING: PAVEMENT
 PM0137_SP_SET: STEP
 PM0137_STAMPING: MANITOWOC NO 1 1953
 PM0137_MARK LOGO: CGS   
 PM0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0137+STABILITY: SURFACE MOTION
 PM0137
 PM0137  HISTORY     - Date     Condition        Report By
 PM0137  HISTORY     - 1953     MONUMENTED       CGS
 PM0137  HISTORY     - 1972     GOOD             NGS
 PM0137  HISTORY     - 1975     GOOD             NOS
 PM0137  HISTORY     - 20021030 MARK NOT FOUND   USPSQD
 PM0137  HISTORY     - 20040305 MARK NOT FOUND   USPSQD
 PM0137
 PM0137                          STATION DESCRIPTION
 PM0137
 PM0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0137'AT MANITOWOC.
 PM0137'AT MANITOWOC, ON THE GROUNDS OF THE COURTHOUSE, AT THE
 PM0137'INTERSECTION OF WASHINGTON AND S. 8 TH STREET, AT CONCRETE
 PM0137'STAIRWAY TO EAST ENTRANCE TO THE COURTHOUSE, 24 1/2 FEET EAST
 PM0137'OF THE EAST FACE OF THE BUILDING (SLOPE MEASUREMENT), 81.4 FEET
 PM0137'SOUTHWEST OF THE STATION MARK DESCRIBED, 1 FOOT NORTH OF THE
 PM0137'NORTH SIDE OF A LARGE STONE PILLAR IN THE CENTER OF THE STAIRWAY,
 PM0137'SET IN THE TOP OF THE SOUTH END OF THE 2 ND CONCRETE STEP UP
 PM0137'FROM THE SIDEWALK AND 1.3 FEET ABOVE THE SIDEWALK.  SECTION 29,
 PM0137'T 19 N, R 24 E.  NOTE-- THE STEP HAS BEEN REMODELED AND ACCESS
 PM0137'TO MARK IS THRU A 3 1/2 INCH IRON PIPE WITH BRASS SCREW CAP.
 PM0137'THE SCREW CAP MUST BE REMOVED TO HAVE ACCESS TO THE MARK.
 PM0137
 PM0137                          STATION RECOVERY (1975)
 PM0137
 PM0137'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1975
 PM0137'RECOVERED IN GOOD CONDITION.
 PM0137
 PM0137                          STATION RECOVERY (2002)
 PM0137
 PM0137'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0137'THE STATION'S LOCATION WAS FOUND TO BE CEMENTED OVER TO THE STEP LEVEL
 PM0137'AND THUS NOT ACCESSABLE.
 PM0137
 PM0137                          STATION RECOVERY (2004)
 PM0137
 PM0137'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0135 ***********************************************************************
 PM0135  DESIGNATION -  MANITOWOC RM 2
 PM0135  PID         -  PM0135
 PM0135  STATE/COUNTY-  WI/MANITOWOC
 PM0135  USGS QUAD   -  MANITOWOC (1973)
 PM0135
 PM0135                         *CURRENT SURVEY CONTROL
 PM0135  ___________________________________________________________________
 PM0135* NAD 83(1986)-  44 05 19.     (N)    087 39 28.     (W)     SCALED    
 PM0135* NAVD 88     -       184.800  (meters)     606.30   (feet)  ADJUSTED  
 PM0135  ___________________________________________________________________
 PM0135  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 PM0135  DYNAMIC HT  -         184.770 (meters)     606.20  (feet)  COMP
 PM0135  MODELED GRAV-     980,450.9   (mgal)                       NAVD 88
 PM0135
 PM0135  VERT ORDER  -  FIRST     CLASS 0
 PM0135
 PM0135.The horizontal coordinates were scaled from a topographic map and have
 PM0135.an estimated accuracy of +/- 6 seconds.
 PM0135
 PM0135.The orthometric height was determined by differential leveling
 PM0135.and adjusted by the National Geodetic Survey in June 1991..
 PM0135.WARNING-Repeat measurements at this control monument indicate possible
 PM0135.vertical movement.
 PM0135
 PM0135.The geoid height was determined by GEOID03.
 PM0135
 PM0135.The dynamic height is computed by dividing the NAVD 88
 PM0135.geopotential number by the normal gravity value computed on the
 PM0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0135.degrees latitude (g = 980.6199 gals.).
 PM0135
 PM0135.The modeled gravity was interpolated from observed gravity values.
 PM0135
 PM0135;                    North         East    Units  Estimated Accuracy
 PM0135;SPC WI S     -   234,670.      787,560.      MT  (+/- 180 meters Scaled)
 PM0135
 PM0135                          SUPERSEDED SURVEY CONTROL
 PM0135
 PM0135  NGVD 29 (??/??/92)  184.81   (m)          606.3    (f) COMPUTED    1 0
 PM0135
 PM0135.Superseded values are not recommended for survey control.
 PM0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0135.See file dsdata.txt to determine how the superseded data were derived.
 PM0135
 PM0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP473819(NAD 83)
 PM0135_MARKER: DR = REFERENCE MARK DISK
 PM0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0135_SP_SET: CONCRETE POST
 PM0135_STAMPING: MANITOWOC NO 2 1953
 PM0135_MARK LOGO: CGS   
 PM0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0135+STABILITY: SURFACE MOTION
 PM0135_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0135+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2006
 PM0135
 PM0135  HISTORY     - Date     Condition        Report By
 PM0135  HISTORY     - 1953     MONUMENTED       CGS
 PM0135  HISTORY     - 1972     GOOD             NGS
 PM0135  HISTORY     - 1975     GOOD             NOS
 PM0135  HISTORY     - 20021030 GOOD             USPSQD
 PM0135  HISTORY     - 20040305 GOOD             USPSQD
 PM0135  HISTORY     - 20060411 GOOD             USPSQD
 PM0135
 PM0135                          STATION DESCRIPTION
 PM0135
 PM0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0135'AT MANITOWOC.
 PM0135'AT MANITOWOC, ON THE GROUNDS OF THE MANITOWOC COUNTY COURTHOUSE,
 PM0135'AT THE INTERSECTION OF WASHINGTON STREET AND SOUTH 8 TH STREET,
 PM0135'54.2 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE COURTHOUSE
 PM0135'BUILDING, 41 1/2 FEET SOUTH OF THE CENTER LINE OF WASHINGTON
 PM0135'STREET, 101.0 FEET NORTHWEST OF THE STATION MARK DESCRIBED,
 PM0135'1.7 FEET SOUTH OF THE SOUTH EDGE OF A CONCRETE SIDEWALK, 1.5
 PM0135'FEET EAST OF THE EAST EDGE OF A CONCRETE WALK IN THE FRONT OF
 PM0135'THE NORTH ENTRANCE TO COURTHOUSE, 2 INCHES ABOVE THE LEVEL OF THE
 PM0135'SIDEWALK AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 PM0135'GROUND.  SECTION 29, T 19 N, R 24 E.
 PM0135
 PM0135                          STATION RECOVERY (1975)
 PM0135
 PM0135'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1975
 PM0135'RECOVERED IN GOOD CONDITION.
 PM0135
 PM0135                          STATION RECOVERY (2002)
 PM0135
 PM0135'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0135'THE BRONZE DISK'S SURFACE IS OXIDIZED, BUT STILL VERY READABLE.
 PM0135
 PM0135                          STATION RECOVERY (2004)
 PM0135
 PM0135'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0135'RECOVERED IN GOOD CONDITION.
 PM0135
 PM0135                          STATION RECOVERY (2006)
 PM0135
 PM0135'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRB)
 PM0135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0465 ***********************************************************************
 PM0465  DESIGNATION -  MANITOWOC SOUTH BREAKWATER LT
 PM0465  PID         -  PM0465
 PM0465  STATE/COUNTY-  WI/MANITOWOC
 PM0465  USGS QUAD   -  MANITOWOC (1973)
 PM0465
 PM0465                         *CURRENT SURVEY CONTROL
 PM0465  ___________________________________________________________________
 PM0465* NAD 83(1991)-  44 05 28.84154(N)    087 38 37.76669(W)     ADJUSTED  
 PM0465* NAVD 88     -                                                        
 PM0465  ___________________________________________________________________
 PM0465  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 PM0465  GEOID HEIGHT-         -36.14  (meters)                     GEOID03
 PM0465
 PM0465  HORZ ORDER  -  THIRD
 PM0465
 PM0465.The horizontal coordinates were established by classical geodetic methods
 PM0465.and adjusted by the National Geodetic Survey in November 1991..
 PM0465
 PM0465
 PM0465.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0465
 PM0465.The geoid height was determined by GEOID03.
 PM0465
 PM0465;                    North         East     Units Scale Factor Converg.
 PM0465;SPC WI S     -   235,002.281   788,665.579   MT  1.00000511   +1 37 08.2
 PM0465;SPC WI S     -   771,003.32  2,587,480.32   sFT  1.00000511   +1 37 08.2
 PM0465;UTM  16      - 4,882,219.882   448,461.200   MT  0.99963267   -0 26 52.7
 PM0465
 PM0465                          SUPERSEDED SURVEY CONTROL
 PM0465
 PM0465  NAD 83(1986)-  44 05 28.82789(N)    087 38 37.75833(W) AD(       ) 4
 PM0465  NAD 27      -  44 05 28.85000(N)    087 38 37.46000(W) AD(       ) 3
 PM0465
 PM0465.Superseded values are not recommended for survey control.
 PM0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0465.See file dsdata.txt to determine how the superseded data were derived.
 PM0465
 PM0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4846182220(NAD 83)
 PM0465_MARKER: 14 = NAVIGATION LIGHT
 PM0465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0465+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2002
 PM0465
 PM0465  HISTORY     - Date     Condition        Report By
 PM0465  HISTORY     - 1953     FIRST OBSERVED   CGS
 PM0465  HISTORY     - 20021027 GOOD             USPSQD
 PM0465  HISTORY     - 20040305 GOOD             USPSQD
 PM0465  HISTORY     - 20050306 GOOD             USPSQD
 PM0465
 PM0465                          STATION DESCRIPTION
 PM0465
 PM0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0465'STATION IS A FLASHING WHITE LIGHT ON A WHITE PYRAMIDAL SHAFT MOUNTED
 PM0465'ON A PEDESTAL AT THE END OF THE SOUTH BREAKWATER IN MANITOWOC
 PM0465'HARBOR.  THE LIGHT IS 41 FEET ABOVE LOW WATER MARK.
 PM0465
 PM0465                          STATION RECOVERY (2002)
 PM0465
 PM0465'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0465'SOUTH PIERHEAD LIGHT ON THE SOUTH BREAKWATER IN MANITOWOC IS WHITE
 PM0465'WITH A GREEN BAND AND A FLASHING GREEN LIGHT.  IT IS 37 FEET ABOVE LOW
 PM0465'WATER MARK.
 PM0465
 PM0465                          STATION RECOVERY (2004)
 PM0465
 PM0465'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0465'RECOVERED IN GOOD CONDITION.
 PM0465
 PM0465                          STATION RECOVERY (2005)
 PM0465
 PM0465'RECOVERY NOTE BY US POWER SQUADRON 2005 (JCH)
 PM0465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0469 ***********************************************************************
 PM0469  DESIGNATION -  MANITOWOC ST MARYS CH E SPIRE
 PM0469  PID         -  PM0469
 PM0469  STATE/COUNTY-  WI/MANITOWOC
 PM0469  USGS QUAD   -  MANITOWOC (1973)
 PM0469
 PM0469                         *CURRENT SURVEY CONTROL
 PM0469  ___________________________________________________________________
 PM0469* NAD 83(1991)-  44 05 13.55346(N)    087 40 29.79591(W)     ADJUSTED  
 PM0469* NAVD 88     -                                                        
 PM0469  ___________________________________________________________________
 PM0469  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 PM0469  GEOID HEIGHT-         -36.12  (meters)                     GEOID03
 PM0469
 PM0469  HORZ ORDER  -  THIRD
 PM0469
 PM0469.The horizontal coordinates were established by classical geodetic methods
 PM0469.and adjusted by the National Geodetic Survey in November 1991..
 PM0469
 PM0469
 PM0469.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0469
 PM0469.The geoid height was determined by GEOID03.
 PM0469
 PM0469;                    North         East     Units Scale Factor Converg.
 PM0469;SPC WI S     -   234,460.653   786,187.581   MT  1.00000421   +1 35 51.2
 PM0469;SPC WI S     -   769,226.33  2,579,350.42   sFT  1.00000421   +1 35 51.2
 PM0469;UTM  16      - 4,881,768.152   445,966.203   MT  0.99963591   -0 28 10.6
 PM0469
 PM0469                          SUPERSEDED SURVEY CONTROL
 PM0469
 PM0469  NAD 83(1986)-  44 05 13.54012(N)    087 40 29.78805(W) AD(       ) 4
 PM0469  NAD 27      -  44 05 13.55800(N)    087 40 29.48600(W) AD(       ) 3
 PM0469
 PM0469.Superseded values are not recommended for survey control.
 PM0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0469.See file dsdata.txt to determine how the superseded data were derived.
 PM0469
 PM0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4596681768(NAD 83)
 PM0469_MARKER: 90 = CHURCH SPIRE
 PM0469
 PM0469  HISTORY     - Date     Condition        Report By
 PM0469  HISTORY     - 1953     FIRST OBSERVED   CGS
 PM0469  HISTORY     - 19960823 GOOD             USPSQD
 PM0469  HISTORY     - 20021027 GOOD             USPSQD
 PM0469  HISTORY     - 20040305 GOOD             USPSQD
 PM0469  HISTORY     - 20050306 GOOD             USPSQD
 PM0469
 PM0469                          STATION DESCRIPTION
 PM0469
 PM0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0469'STATIONS ARE THE BASES OF THE CROSS, AT THE TOP OF THE TWIN SPIRES OF
 PM0469'ST. MARYS CATHOLIC CHURCH, LOCATED AT THE SOUTHWEST CORNER OF THE
 PM0469'INTERSECTION OF 21 ST. AND MARSHALL STREETS IN THE WEST CENTRAL
 PM0469'SECTION OF MANITOWOC.  THEY ARE IDENTICAL WOODEN SPIRES, COVERED
 PM0469'WITH SHINGLES, RISING ABOUT 60 FEET ABOVE THE BRICK TOWERS AT THE
 PM0469'NORTH SIDE OF THE CHURCH BUILDING.
 PM0469
 PM0469                          STATION RECOVERY (1996)
 PM0469
 PM0469'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0469'RECOVERED IN GOOD CONDITION.
 PM0469
 PM0469                          STATION RECOVERY (2002)
 PM0469
 PM0469'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0469'RECOVERED IN GOOD CONDITION.
 PM0469
 PM0469                          STATION RECOVERY (2004)
 PM0469
 PM0469'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0469'RECOVERED IN GOOD CONDITION.
 PM0469
 PM0469                          STATION RECOVERY (2005)
 PM0469
 PM0469'RECOVERY NOTE BY US POWER SQUADRON 2005 (JCH)
 PM0469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0470 ***********************************************************************
 PM0470  DESIGNATION -  MANITOWOC ST MARYS CH W SPIRE
 PM0470  PID         -  PM0470
 PM0470  STATE/COUNTY-  WI/MANITOWOC
 PM0470  USGS QUAD   -  MANITOWOC (1973)
 PM0470
 PM0470                         *CURRENT SURVEY CONTROL
 PM0470  ___________________________________________________________________
 PM0470* NAD 83(1991)-  44 05 13.55538(N)    087 40 30.29223(W)     ADJUSTED  
 PM0470* NAVD 88     -                                                        
 PM0470  ___________________________________________________________________
 PM0470  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 PM0470  GEOID HEIGHT-         -36.12  (meters)                     GEOID03
 PM0470
 PM0470  HORZ ORDER  -  THIRD
 PM0470
 PM0470.The horizontal coordinates were established by classical geodetic methods
 PM0470.and adjusted by the National Geodetic Survey in November 1991..
 PM0470
 PM0470
 PM0470.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0470
 PM0470.The geoid height was determined by GEOID03.
 PM0470
 PM0470;                    North         East     Units Scale Factor Converg.
 PM0470;SPC WI S     -   234,460.405   786,176.542   MT  1.00000421   +1 35 50.9
 PM0470;SPC WI S     -   769,225.51  2,579,314.20   sFT  1.00000421   +1 35 50.9
 PM0470;UTM  16      - 4,881,768.302   445,955.166   MT  0.99963592   -0 28 10.9
 PM0470
 PM0470                          SUPERSEDED SURVEY CONTROL
 PM0470
 PM0470  NAD 83(1986)-  44 05 13.54203(N)    087 40 30.28439(W) AD(       ) 4
 PM0470  NAD 27      -  44 05 13.55900(N)    087 40 29.98200(W) AD(       ) 3
 PM0470
 PM0470.Superseded values are not recommended for survey control.
 PM0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0470.See file dsdata.txt to determine how the superseded data were derived.
 PM0470
 PM0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4595581768(NAD 83)
 PM0470_MARKER: 90 = CHURCH SPIRE
 PM0470
 PM0470  HISTORY     - Date     Condition        Report By
 PM0470  HISTORY     - 1953     FIRST OBSERVED   CGS
 PM0470  HISTORY     - 19960823 GOOD             USPSQD
 PM0470  HISTORY     - 20021027 GOOD             USPSQD
 PM0470  HISTORY     - 20040305 GOOD             USPSQD
 PM0470  HISTORY     - 20050306 GOOD             USPSQD
 PM0470
 PM0470                          STATION DESCRIPTION
 PM0470
 PM0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0470'STATIONS ARE THE BASES OF THE CROSS, AT THE TOP OF THE TWIN SPIRES OF
 PM0470'ST. MARYS CATHOLIC CHURCH, LOCATED AT THE SOUTHWEST CORNER OF THE
 PM0470'INTERSECTION OF 21 ST. AND MARSHALL STREETS IN THE WEST CENTRAL
 PM0470'SECTION OF MANITOWOC.  THEY ARE IDENTICAL WOODEN SPIRES, COVERED
 PM0470'WITH SHINGLES, RISING ABOUT 60 FEET ABOVE THE BRICK TOWERS AT THE
 PM0470'NORTH SIDE OF THE CHURCH BUILDING.
 PM0470
 PM0470                          STATION RECOVERY (1996)
 PM0470
 PM0470'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0470'RECOVERED IN GOOD CONDITION.
 PM0470
 PM0470                          STATION RECOVERY (2002)
 PM0470
 PM0470'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0470'RECOVERED IN GOOD CONDITION.
 PM0470
 PM0470                          STATION RECOVERY (2004)
 PM0470
 PM0470'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0470'RECOVERED IN GOOD CONDITION.
 PM0470
 PM0470                          STATION RECOVERY (2005)
 PM0470
 PM0470'RECOVERY NOTE BY US POWER SQUADRON 2005 (JCH)
 PM0470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0516 ***********************************************************************
 PO0516  DESIGNATION -  MANN
 PO0516  PID         -  PO0516
 PO0516  STATE/COUNTY-  WI/WOOD
 PO0516  USGS QUAD   -  ARPIN (1979)
 PO0516
 PO0516                         *CURRENT SURVEY CONTROL
 PO0516  ___________________________________________________________________
 PO0516* NAD 83(1991)-  44 34 54.45284(N)    090 04 40.18156(W)     ADJUSTED  
 PO0516* NAVD 88     -       373.     (meters)    1224.     (feet)  SCALED    
 PO0516  ___________________________________________________________________
 PO0516  LAPLACE CORR-          -6.42  (seconds)                    DEFLEC99
 PO0516  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 PO0516
 PO0516  HORZ ORDER  -  FIRST
 PO0516
 PO0516.The horizontal coordinates were established by classical geodetic methods
 PO0516.and adjusted by the National Geodetic Survey in November 1991..
 PO0516
 PO0516.The orthometric height was scaled from a topographic map.
 PO0516
 PO0516.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0516
 PO0516.The geoid height was determined by GEOID03.
 PO0516
 PO0516;                    North         East     Units Scale Factor Converg.
 PO0516;SPC WI C     -    83,170.239   593,819.303   MT  0.99995383   -0 03 17.7
 PO0516;SPC WI C     -   272,867.69  1,948,222.16   sFT  0.99995383   -0 03 17.7
 PO0516;UTM  15      - 4,940,648.788   731,982.671   MT  1.00026185   +2 03 07.4
 PO0516;UTM  16      - 4,941,103.371   255,660.041   MT  1.00033425   -2 09 41.3
 PO0516
 PO0516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0516!SPC WI C     -   0.99994690  x   0.99995383  =   0.99990073
 PO0516!UTM  15      -   0.99994690  x   1.00026185  =   1.00020874
 PO0516!UTM  16      -   0.99994690  x   1.00033425  =   1.00028113
 PO0516
 PO0516:                Primary Azimuth Mark                     Grid Az
 PO0516:SPC WI C     -  FRISBY                                   322 43 18.9
 PO0516:UTM  15      -  FRISBY                                   320 36 53.8
 PO0516:UTM  16      -  FRISBY                                   324 49 42.5
 PO0516
 PO0516|---------------------------------------------------------------------|
 PO0516| PID    Reference Object                     Distance      Geod. Az  |
 PO0516|                                                           dddmmss.s |
 PO0516| PO0030 FRISBY                              APPROX. 4.1 KM 3224001.2 |
 PO0516|---------------------------------------------------------------------|
 PO0516
 PO0516                          SUPERSEDED SURVEY CONTROL
 PO0516
 PO0516  NAD 83(1986)-  44 34 54.45111(N)    090 04 40.18867(W) AD(       ) 1
 PO0516  NAD 27      -  44 34 54.60200(N)    090 04 39.72800(W) AD(       ) 1
 PO0516
 PO0516.Superseded values are not recommended for survey control.
 PO0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0516.See file dsdata.txt to determine how the superseded data were derived.
 PO0516
 PO0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK3198340649(NAD 83)
 PO0516_MARKER: Z = SEE DESCRIPTION
 PO0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0516_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PO0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0516+STABILITY: SURFACE MOTION
 PO0516
 PO0516  HISTORY     - Date     Condition        Report By
 PO0516  HISTORY     - 1921     MONUMENTED       CGS
 PO0516  HISTORY     - 1935     GOOD             WIGS
 PO0516  HISTORY     - 1943     GOOD             CGS
 PO0516  HISTORY     - 1955     GOOD             USGS
 PO0516  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 PO0516
 PO0516                          STATION DESCRIPTION
 PO0516
 PO0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 PO0516'STATION IS LOCATED ABOUT 6-1/2 MILES S OF MARSHFIELD, ON THE
 PO0516'E SIDE OF THE TRACK OF THE MINNEAPOLIS, ST. PAUL AND SAULT
 PO0516'STE. MARIE RAILWAY, ABOUT 150 METERS S OF ROAD CROSSING,
 PO0516'ABOUT 1/2 MILE S OF MILEPOST N 7.  IT IS LOCATED ON THE E
 PO0516'SIDE OF THE DOUBLE RIGHT-OF-WAY OF THE SOO LINE AND THE NORTH
 PO0516'WESTERN RAILWAYS, ABOUT 10 METERS W OF THE E FENCE LINE.
 PO0516'E RAIL DISTANCE--4.22 METERS (13.85 FEET).
 PO0516'
 PO0516'STATION MARK IS REGULATION PLATE SET IN A 2 1/2- BY 2 1/2- BY
 PO0516'4-FOOT BLOCK OF CONCRETE.
 PO0516
 PO0516                          STATION RECOVERY (1935)
 PO0516
 PO0516'RECOVERY NOTE BY WISCONSIN GEODETIC SURVEY 1935
 PO0516'DESCRIPTION ADEQUATE.  MARK FOUND AS DESCRIBED IN GOOD CONDITION.
 PO0516'
 PO0516'NOTE--STATION IS OPPOSITE POST NO. SHE 159 OF THE CHICAGO AND
 PO0516'NORTH WESTERN RAILROAD.
 PO0516
 PO0516                          STATION RECOVERY (1943)
 PO0516
 PO0516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RJB)
 PO0516'THE DESCRIPTION IS ADEQUATE.  THE MARK WAS FOUND IN GOOD
 PO0516'CONDITION.
 PO0516'
 PO0516'CHICAGO AND NORTH WESTERN RAILROAD TRACKS WERE REMOVED IN
 PO0516'1935 FROM MARSHFIELD TO ARPIN.
 PO0516'
 PO0516'DITCHER HAD COVERED MARK ABOUT 6 INCHES.
 PO0516
 PO0516                          STATION RECOVERY (1955)
 PO0516
 PO0516'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 PO0516'STATION WAS FOUND BURIED ABOUT 3 INCHES.
 PO0516
 PO0516                          STATION RECOVERY (2004)
 PO0516
 PO0516'RECOVERY NOTE BY US POWER SQUADRON 2004 (DS)
 PO0516'RAILROAD NO LONGER EXISTS. RIGHT OF WAY ONW HAS AN ELECTRIAL
 PO0516'TRANSMISSION LINE RUNNING OVER IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0401 ***********************************************************************
 QM0401  DESIGNATION -  MANSON
 QM0401  PID         -  QM0401
 QM0401  STATE/COUNTY-  WI/ONEIDA
 QM0401  USGS QUAD   -  HEAFFORD JUNCTION (1982)
 QM0401
 QM0401                         *CURRENT SURVEY CONTROL
 QM0401  ___________________________________________________________________
 QM0401* NAD 83(1991)-  45 34 00.38490(N)    089 39 25.62782(W)     ADJUSTED  
 QM0401* NAVD 88     -       463.840  (meters)    1521.78   (feet)  ADJUSTED  
 QM0401  ___________________________________________________________________
 QM0401  LAPLACE CORR-          -6.13  (seconds)                    DEFLEC99
 QM0401  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 QM0401  DYNAMIC HT  -         463.820 (meters)    1521.72  (feet)  COMP
 QM0401  MODELED GRAV-     980,557.9   (mgal)                       NAVD 88
 QM0401
 QM0401  HORZ ORDER  -  FIRST
 QM0401  VERT ORDER  -  FIRST     CLASS II
 QM0401
 QM0401.The horizontal coordinates were established by classical geodetic methods
 QM0401.and adjusted by the National Geodetic Survey in November 1991..
 QM0401
 QM0401.The orthometric height was determined by differential leveling
 QM0401.and adjusted by the National Geodetic Survey in June 1991..
 QM0401
 QM0401.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0401
 QM0401.The geoid height was determined by GEOID03.
 QM0401
 QM0401.The dynamic height is computed by dividing the NAVD 88
 QM0401.geopotential number by the normal gravity value computed on the
 QM0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0401.degrees latitude (g = 980.6199 gals.).
 QM0401
 QM0401.The modeled gravity was interpolated from observed gravity values.
 QM0401
 QM0401;                    North         East     Units Scale Factor Converg.
 QM0401;SPC WI N     -    44,527.206   626,767.149   MT  0.99999998   +0 14 50.4
 QM0401;SPC WI N     -   146,086.34  2,056,318.55   sFT  0.99999998   +0 14 50.4
 QM0401;SPC WI C     -   192,683.434   626,767.512   MT  1.00001340   +0 14 30.9
 QM0401;SPC WI C     -   632,162.23  2,056,319.75   sFT  1.00001340   +0 14 30.9
 QM0401;UTM  16      - 5,049,349.264   292,654.702   MT  1.00012860   -1 53 52.9
 QM0401
 QM0401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0401!SPC WI N     -   0.99993223  x   0.99999998  =   0.99993221
 QM0401!SPC WI C     -   0.99993223  x   1.00001340  =   0.99994563
 QM0401!UTM  16      -   0.99993223  x   1.00012860  =   1.00006082
 QM0401
 QM0401                          SUPERSEDED SURVEY CONTROL
 QM0401
 QM0401  NAD 83(1986)-  45 34 00.38238(N)    089 39 25.62506(W) AD(       ) 1
 QM0401  NAD 27      -  45 34 00.50000(N)    089 39 25.12200(W) AD(       ) 1
 QM0401  NGVD 29 (??/??/92)  463.843  (m)         1521.79   (f) ADJ UNCH    1 2
 QM0401
 QM0401.Superseded values are not recommended for survey control.
 QM0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0401.See file dsdata.txt to determine how the superseded data were derived.
 QM0401
 QM0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR9265549349(NAD 83)
 QM0401_MARKER: DS = TRIANGULATION STATION DISK
 QM0401_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QM0401_SP_SET: RAIL
 QM0401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0401
 QM0401  HISTORY     - Date     Condition        Report By
 QM0401  HISTORY     - 1921     MONUMENTED       CGS
 QM0401  HISTORY     - 1922     GOOD             NGS
 QM0401  HISTORY     - 1952     MARK NOT FOUND   CGS
 QM0401  HISTORY     - 1964     MARK NOT FOUND   CGS
 QM0401  HISTORY     - 1964     MARK NOT FOUND   NGS
 QM0401  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0401
 QM0401                          STATION DESCRIPTION
 QM0401
 QM0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0401'THIS STATION IS ABOUT 1 MILE W OF MANSON, ON THE EXTENSION
 QM0401'OF THE S RAIL FROM THE W AT THE FIRST CURVE W OF MANSON, 80
 QM0401'METERS E OF THE POINT OF TANGENCY, 40 METERS W OF THE FOURTH
 QM0401'TELEGRAPH POLE W OF MILEPOST 203, AND 1.81 METERS (5.94 FEET)
 QM0401'S OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY.
 QM0401'
 QM0401'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 QM0401'DISKS SET IN CONCRETE.
 QM0401'
 QM0401'REFERENCE MARK IS ON THE N SIDE OF THE RAILROAD.
 QM0401
 QM0401                          STATION RECOVERY (1922)
 QM0401
 QM0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 QM0401'0.9 MI W FROM MANSON.
 QM0401'ABOUT 1 MILE WEST OF MANSON, ON THE EXTENSION OF THE SOUTH RAIL
 QM0401'FROM THE WEST AT THE FIRST CURVE WEST OF MANSON, 80 METERS EAST
 QM0401'OF THE P.T., 40 METERS WEST OF THE FOURTH TELEGRAPH POLE WEST
 QM0401'OF MILEPOST 203, AND 1.81 METERS (5.84 FT.) SOUTH OF THE M.S. P.
 QM0401'AND S.STE.M.RY.
 QM0401
 QM0401                          STATION RECOVERY (1952)
 QM0401
 QM0401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QM0401'A SEARCH WAS MADE IN THE VICINITY AND NEITHER STATION NOR
 QM0401'THE REFERENCE MARK WAS LOCATED.  IT IS POSSIBLE THAT THE
 QM0401'STATION MARK HAS BEEN DESTROYED BY GRADING ALONG THE RAILROAD
 QM0401'TRACK IN THIS LOCATION.
 QM0401
 QM0401                          STATION RECOVERY (1964)
 QM0401
 QM0401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 QM0401'ABOUT 2 HOURS WERE SPENT IN SEARCH FOR THIS STATION BUT
 QM0401'NEITHER THE STATION NOR THE REFERENCE MARK WERE RECOVERED.
 QM0401'THE DESCRIBED LOCATION IS IN A DEEP DITCH ALONG THE EDGE OF THE
 QM0401'TRACKS SO THE STATION HAS PROBABLY BEEN DESTROYED.
 QM0401
 QM0401                          STATION RECOVERY (1964)
 QM0401
 QM0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 QM0401'MARK NOT FOUND.
 QM0401
 QM0401                          STATION RECOVERY (1985)
 QM0401
 QM0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0401'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0154 ***********************************************************************
 QM0154  DESIGNATION -  MAPLE
 QM0154  PID         -  QM0154
 QM0154  STATE/COUNTY-  WI/FOREST
 QM0154  USGS QUAD   -  LAONA (1972)
 QM0154
 QM0154                         *CURRENT SURVEY CONTROL
 QM0154  ___________________________________________________________________
 QM0154* NAD 83(1991)-  45 30 38.82985(N)    088 39 51.81385(W)     ADJUSTED  
 QM0154* NAVD 88     -       482.067  (meters)    1581.58   (feet)  ADJUSTED  
 QM0154  ___________________________________________________________________
 QM0154  LAPLACE CORR-          -5.16  (seconds)                    DEFLEC99
 QM0154  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 QM0154  DYNAMIC HT  -         482.022 (meters)    1581.43  (feet)  COMP
 QM0154  MODELED GRAV-     980,508.8   (mgal)                       NAVD 88
 QM0154
 QM0154  HORZ ORDER  -  FIRST
 QM0154  VERT ORDER  -  FIRST     CLASS II
 QM0154
 QM0154.The horizontal coordinates were established by classical geodetic methods
 QM0154.and adjusted by the National Geodetic Survey in November 1991..
 QM0154
 QM0154.The orthometric height was determined by differential leveling
 QM0154.and adjusted by the National Geodetic Survey in June 1991..
 QM0154
 QM0154.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0154
 QM0154.The geoid height was determined by GEOID03.
 QM0154
 QM0154.The dynamic height is computed by dividing the NAVD 88
 QM0154.geopotential number by the normal gravity value computed on the
 QM0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0154.degrees latitude (g = 980.6199 gals.).
 QM0154
 QM0154.The modeled gravity was interpolated from observed gravity values.
 QM0154
 QM0154;                    North         East     Units Scale Factor Converg.
 QM0154;SPC WI N     -    39,124.319   704,364.733   MT  1.00001061   +0 57 48.5
 QM0154;SPC WI N     -   128,360.37  2,310,903.29   sFT  1.00001061   +0 57 48.5
 QM0154;UTM  16      - 5,041,042.088   369,991.450   MT  0.99980781   -1 11 15.1
 QM0154
 QM0154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0154!SPC WI N     -   0.99992977  x   1.00001061  =   0.99994038
 QM0154!UTM  16      -   0.99992977  x   0.99980781  =   0.99973760
 QM0154
 QM0154|---------------------------------------------------------------------|
 QM0154| PID    Reference Object                     Distance      Geod. Az  |
 QM0154|                                                           dddmmss.s |
 QM0154| QM0153 IRON                                352.431 METERS 01344     |
 QM0154| QM0069 IOWA                                APPROX. 1.5 KM 1684432.5 |
 QM0154|---------------------------------------------------------------------|
 QM0154
 QM0154                          SUPERSEDED SURVEY CONTROL
 QM0154
 QM0154  NAD 83(1986)-  45 30 38.82980(N)    088 39 51.83661(W) AD(       ) 1
 QM0154  NAD 27      -  45 30 38.94100(N)    088 39 51.44500(W) AD(       ) 1
 QM0154  NGVD 29 (??/??/92)  482.049  (m)         1581.52   (f) ADJ UNCH    1 2
 QM0154
 QM0154.Superseded values are not recommended for survey control.
 QM0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0154.See file dsdata.txt to determine how the superseded data were derived.
 QM0154
 QM0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR6999141042(NAD 83)
 QM0154_MARKER: DS = TRIANGULATION STATION DISK
 QM0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0154_STAMPING: ELEV 1581.522 FT MAPLE 1921
 QM0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0154+STABILITY: SURFACE MOTION
 QM0154
 QM0154  HISTORY     - Date     Condition        Report By
 QM0154  HISTORY     - 1921     MONUMENTED       CGS
 QM0154  HISTORY     - 1934     GOOD             NGS
 QM0154  HISTORY     - 1971     MARK NOT FOUND   USGS
 QM0154  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0154  HISTORY     - 20051206 MARK NOT FOUND   WIDT
 QM0154
 QM0154                          STATION DESCRIPTION
 QM0154
 QM0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0154'STATION IS ABOUT 1-1/2 MILES N OF PADUS, 125 METERS N OF MILEPOST
 QM0154'G.B. 85, 12.66 METERS (41.54 FEET) W OF THE W RAIL OF THE
 QM0154'CHICAGO AND NORTHWESTERN RAILWAY, 150 METERS N OF BEGINNING OF
 QM0154'SECOND CURVE N OF PADUS.
 QM0154'
 QM0154'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 QM0154'SET IN CONCRETE.
 QM0154
 QM0154                          STATION RECOVERY (1934)
 QM0154
 QM0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QM0154'1.5 MI N FROM PADUS.
 QM0154'1.5 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 QM0154'FROM PADUS, FOREST COUNTY, 250 YARDS NORTH OF THE SOUTH END OF
 QM0154'THE SECOND CURVE NORTH OF PADUS, 100 YARDS NORTH OF MILEPOST
 QM0154'GB 85, AND 41.5 FEET WEST OF THE WEST RAIL.  A STANDARD
 QM0154'TRIANGULATION-STATION DISK, STAMPED ELEV. 1581.522 FT. MAPLE
 QM0154'1921 AND SET IN THE TOP OF A CONCRETE POST.
 QM0154
 QM0154                          STATION RECOVERY (1971)
 QM0154
 QM0154'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (WRM)
 QM0154'NOT FOUND.
 QM0154
 QM0154                          STATION RECOVERY (1985)
 QM0154
 QM0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0154'MARK NOT FOUND.
 QM0154
 QM0154                          STATION RECOVERY (2005)
 QM0154
 QM0154'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0154'MARK NOT FOUND.  ADD-- THE PUBLISHED DISTANCES INTERSECT AT A POINT,
 QM0154'THE AREA SURROUNDING THAT POINT HAS BEEN REGRADED AND THE TRACKS HAVE
 QM0154'BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON1085 ***********************************************************************
 ON1085  DESIGNATION -  MAPLE
 ON1085  PID         -  ON1085
 ON1085  STATE/COUNTY-  WI/CRAWFORD
 ON1085  USGS QUAD   -  BOSCOBEL (1983)
 ON1085
 ON1085                         *CURRENT SURVEY CONTROL
 ON1085  ___________________________________________________________________
 ON1085* NAD 83(1991)-  43 09 49.32003(N)    090 43 14.49964(W)     ADJUSTED  
 ON1085* NAVD 88     -       320.     (meters)    1050.     (feet)  SCALED    
 ON1085  ___________________________________________________________________
 ON1085  LAPLACE CORR-          -7.42  (seconds)                    DEFLEC99
 ON1085  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 ON1085
 ON1085  HORZ ORDER  -  SECOND
 ON1085
 ON1085.The horizontal coordinates were established by classical geodetic methods
 ON1085.and adjusted by the National Geodetic Survey in March 1999..
 ON1085
 ON1085.The orthometric height was scaled from a topographic map.
 ON1085
 ON1085.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1085
 ON1085.The geoid height was determined by GEOID03.
 ON1085
 ON1085;                    North         East     Units Scale Factor Converg.
 ON1085;SPC WI S     -   129,528.983   541,394.316   MT  0.99994110   -0 29 42.7
 ON1085;SPC WI S     -   424,963.01  1,776,224.52   sFT  0.99994110   -0 29 42.7
 ON1085;UTM  15      - 4,781,515.606   685,291.696   MT  1.00002237   +1 33 34.9
 ON1085
 ON1085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1085!SPC WI S     -   0.99995499  x   0.99994110  =   0.99989609
 ON1085!UTM  15      -   0.99995499  x   1.00002237  =   0.99997736
 ON1085
 ON1085:                Primary Azimuth Mark                     Grid Az
 ON1085:SPC WI S     -  HICKORY GROVE LUTH CH SPIRE              137 40 38.6
 ON1085:UTM  15      -  HICKORY GROVE LUTH CH SPIRE              135 37 21.0
 ON1085
 ON1085|---------------------------------------------------------------------|
 ON1085| PID    Reference Object                     Distance      Geod. Az  |
 ON1085|                                                           dddmmss.s |
 ON1085| ON1082 HICKORY GROVE LUTH CH SPIRE         APPROX.11.7 KM 1371055.9 |
 ON1085| ON1090 BOSCOBEL IMM CONC CH SPIRE          APPROX. 3.3 KM 1503247.0 |
 ON1085| ON1089 BOSCOBEL ST JOHNS EV LUTH CH        APPROX. 3.7 KM 1645022.6 |
 ON1085| ON1087 BOSCOBEL THE BORDEN CO STACK        APPROX. 4.3 KM 1874438.4 |
 ON1085| CI9231 MAPLE RM 1                           17.632 METERS 21145     |
 ON1085| CI9230 MAPLE AZ MK                                        2591206.8 |
 ON1085| CI9232 MAPLE RM 2                           15.387 METERS 32919     |
 ON1085|---------------------------------------------------------------------|
 ON1085
 ON1085                          SUPERSEDED SURVEY CONTROL
 ON1085
 ON1085  NAD 83(1991)-  43 09 49.31810(N)    090 43 14.49975(W) AD(       ) 2
 ON1085  NAD 83(1986)-  43 09 49.31289(N)    090 43 14.50086(W) AD(       ) 2
 ON1085  NAD 27      -  43 09 49.36760(N)    090 43 14.04540(W) AD(       ) 2
 ON1085
 ON1085.Superseded values are not recommended for survey control.
 ON1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1085.See file dsdata.txt to determine how the superseded data were derived.
 ON1085
 ON1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8529281516(NAD 83)
 ON1085_MARKER: DS = TRIANGULATION STATION DISK
 ON1085_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 ON1085
 ON1085  HISTORY     - Date     Condition        Report By
 ON1085  HISTORY     - 1958     MONUMENTED       CGS
 ON1085
 ON1085                          STATION DESCRIPTION
 ON1085
 ON1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 ON1085'THE STATION IS ABOUT 2 MILES NORTHWEST OF BOSCOBEL ON MAPLE
 ON1085'RIDGE IN THE SOUTHWEST QUARTER OF SECTION 15, T-8-N, R-3-W ON
 ON1085'THE PROPERTY OF MR. L.P. PULVERMACHER.  IT IS 22 FEET NORTHEAST
 ON1085'OF AN 8 INCH CHERRY TREE WITH A TRIANGULAR BLAZE ON THE
 ON1085'WEST SIDE, 14 FEET EAST OF THE CENTERLINE OF A WOODS ROAD,
 ON1085'6 FEET WEST OF A WIRE FENCE, AND 6 FEET NORTHWEST OF A WHITE
 ON1085'WITNESS POST.  THE MONUMENT IS 18 INCHES UNDERGROUND AND
 ON1085'THE DISK IS STAMPED MAPLE 1958.
 ON1085'
 ON1085'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61
 ON1085'AND STATE HIGHWAY 60 AT THE NORTH END OF THE WISCONSIN RIVER
 ON1085'BRIDGE ABOUT 1.5 MILES NORTH OF BOSCOBEL, GO WEST ON HIGHWAY
 ON1085'60 FOR 0.25 MILE TO THE JUNCTION OF COUNTY ROAD D.  TURN
 ON1085'RIGHT AND GO NORTH ON COUNTY ROAD D FOR 1.35 MILES TO A
 ON1085'GRAVELED SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST AND SOUTH
 ON1085'ON THE GRAVELED ROAD FOR 0.9 MILE TO THE AZIMUTH MARK ON
 ON1085'THE LEFT.  CONTINUE EAST ON THE GRAVELED ROAD FOR 0.3 MILE
 ON1085'TO POINT WHERE MAIN GRAVELED ROAD TURNS SOUTH AND A WOODS
 ON1085'ROAD GOES NORTH.  TURN LEFT AND GO NORTH ON THE WOODS ROAD
 ON1085'FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 ON1085'
 ON1085'REFERENCE MARK 1 IS 13 FEET WEST OF THE CENTERLINE OF A
 ON1085'WOODS ROAD, 6 FEET NORTH OF AN 8 INCH OAK TREE, AND 1 FOOT
 ON1085'EAST OF A WIRE FENCE.  THE MONUMENT PROJECTS 1 INCH AND THE
 ON1085'DISK IS STAMPED MAPLE NO 1 1958.
 ON1085'
 ON1085'REFERENCE MARK 2 IS 15 FEET WEST OF THE CENTERLINE OF THE
 ON1085'WOODS ROAD, 2 FEET SOUTH OF A 10 INCH OAK TREE, AND 1 FOOT
 ON1085'EAST OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 ON1085'STAMPED MAPLE NO 2 1958.
 ON1085'
 ON1085'THE AZIMUTH MARK IS 14 FEET NORTH OF THE CENTERLINE OF A
 ON1085'GRAVELED ROAD, 2 FEET EAST OF A POWER POLE, AND 3 FEET NORTHEAST
 ON1085'OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK
 ON1085'IS STAMPED MAPLE 1958.
 ON1085'
 ON1085'**NO MEASUREMENT WAS MADE BETWEEN THE REFERENCE MARKS BECAUSE
 ON1085'OF TREES AND BUSHES IN LINE.
 ON1085'
 ON1085'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0866 ***********************************************************************
 RM0866  DESIGNATION -  MAPLE
 RM0866  PID         -  RM0866
 RM0866  STATE/COUNTY-  WI/DOUGLAS
 RM0866  USGS QUAD   -  LAKE NEBAGAMON (1975)
 RM0866
 RM0866                         *CURRENT SURVEY CONTROL
 RM0866  ___________________________________________________________________
 RM0866* NAD 83(1991)-  46 35 17.92304(N)    091 41 57.62721(W)     ADJUSTED  
 RM0866* NAVD 88     -       377.     (meters)    1237.     (feet)  SCALED    
 RM0866  ___________________________________________________________________
 RM0866  LAPLACE CORR-          -9.22  (seconds)                    DEFLEC99
 RM0866  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 RM0866
 RM0866  HORZ ORDER  -  SECOND
 RM0866
 RM0866.The horizontal coordinates were established by classical geodetic methods
 RM0866.and adjusted by the National Geodetic Survey in March 1999..
 RM0866
 RM0866.The orthometric height was scaled from a topographic map.
 RM0866
 RM0866.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0866
 RM0866.The geoid height was determined by GEOID03.
 RM0866
 RM0866;                    North         East     Units Scale Factor Converg.
 RM0866;SPC WI N     -   159,404.849   469,779.089   MT  0.99997226   -1 13 33.1
 RM0866;SPC WI N     -   522,980.74  1,541,266.89   sFT  0.99997226   -1 13 33.1
 RM0866;UTM  15      - 5,160,237.995   599,639.863   MT  0.99972203   +0 56 41.7
 RM0866
 RM0866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0866!SPC WI N     -   0.99994533  x   0.99997226  =   0.99991760
 RM0866!UTM  15      -   0.99994533  x   0.99972203  =   0.99966738
 RM0866
 RM0866:                Primary Azimuth Mark                     Grid Az
 RM0866:SPC WI N     -  MAPLE AZ MK                              100 29 36.4
 RM0866:UTM  15      -  MAPLE AZ MK                              098 19 21.6
 RM0866
 RM0866|---------------------------------------------------------------------|
 RM0866| PID    Reference Object                     Distance      Geod. Az  |
 RM0866|                                                           dddmmss.s |
 RM0866| RM0508 MAPLE AZ MK                                        0991603.3 |
 RM0866| CJ3270 MAPLE RM 1                                         11911     |
 RM0866| RM0838 STATE RAD COUNCIL WHSA FM RAD       APPROX.16.9 KM 1430121.8 |
 RM0866| CJ3271 MAPLE RM 2                                         31450     |
 RM0866|---------------------------------------------------------------------|
 RM0866
 RM0866                          SUPERSEDED SURVEY CONTROL
 RM0866
 RM0866  NAD 83(1991)-  46 35 17.92297(N)    091 41 57.62592(W) AD(       ) 2
 RM0866  NAD 83(1986)-  46 35 17.91694(N)    091 41 57.62431(W) AD(       ) 2
 RM0866  NAD 27      -  46 35 18.13100(N)    091 41 56.94600(W) AD(       ) 2
 RM0866
 RM0866.Superseded values are not recommended for survey control.
 RM0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0866.See file dsdata.txt to determine how the superseded data were derived.
 RM0866
 RM0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM9964060238(NAD 83)
 RM0866_MARKER: DS = TRIANGULATION STATION DISK
 RM0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0866_STAMPING: MAPLE 1953
 RM0866_MARK LOGO: CGS   
 RM0866_MAGNETIC: N = NO MAGNETIC MATERIAL
 RM0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0866+STABILITY: SURFACE MOTION
 RM0866
 RM0866  HISTORY     - Date     Condition        Report By
 RM0866  HISTORY     - 1953     MONUMENTED       CGS
 RM0866  HISTORY     - 1959     GOOD             USGS
 RM0866  HISTORY     - 1977     GOOD             NGS
 RM0866  HISTORY     - 19830615 GOOD             NGS
 RM0866
 RM0866                          STATION DESCRIPTION
 RM0866
 RM0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 RM0866'STATION IS LOCATED ABOUT 6 MILES WEST NORTHWEST OF BRULE,
 RM0866'1 MILE EAST OF MAPLE AND 0.1 MILE SOUTH OF U.S. HIGHWAY 2
 RM0866'ON A HIGH WOODED HILL.  STATION IS 4.5 FEET WEST OF A WITNESS
 RM0866'POST.  THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED
 RM0866'MAPLE 1953.
 RM0866'
 RM0866'REFERENCE MARK NO. 1 IS 21 FEET EAST OF THE APPROXIMATE
 RM0866'CENTERLINE OF DIRT ROAD.  THE MARK PROJECTS ABOUT 6 INCHES
 RM0866'AND THE DISK IS STAMPED MAPLE NO 1 1953.
 RM0866'
 RM0866'REFERENCE MARK NO. 2 IS 40 FEET EAST OF THE APPROXIMATE
 RM0866'CENTERLINE OF DIRT ROAD.  THE MARK PROJECTS ABOUT 4 INCHES AND
 RM0866'THE DISK IS STAMPED MAPLE NO 2 1953.
 RM0866'
 RM0866'AZIMUTH MARK IS 36 FEET EAST OF A MAIL BOX, 33 FEET NORTH OF
 RM0866'THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 2 AND 2 FEET SOUTH
 RM0866'SOUTHWEST OF A WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES
 RM0866'AND THE DISK IS STAMPED MAPLE 1953.  CONSIDERABLE CLEARING
 RM0866'NECESSARY TO MAKE AZIMUTH MARK V.G.
 RM0866'
 RM0866'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 2 AND COUNTY ROUTE
 RM0866'F IN THE SMALL VILLAGE OF MAPLE GO EAST ON U.S. HIGHWAY 2
 RM0866'FOR 0.4 MILE TO RAILROAD CROSSING.  CONTINUE EAST FOR 0.6
 RM0866'MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON DIRT
 RM0866'ROAD FOR 0.1 MILE TO CLEARED ROAD ON LEFT.  PACK UP HILL FOR
 RM0866'ABOUT 60 YARDS TO STATION AS DESCRIBED.  TO REACH AZIMUTH
 RM0866'MARK FROM POINT WHERE DESCRIPTION LEAVES HIGHWAY CONTINUE
 RM0866'EAST ON U.S. HIGHWAY 2 FOR 0.5 MILE TO AZIMUTH MARK ON LEFT
 RM0866'OR NORTH SIDE OF HIGHWAY AS DESCRIBED.
 RM0866'
 RM0866'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 RM0866
 RM0866                          STATION RECOVERY (1959)
 RM0866
 RM0866'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 RM0866'STATION WAS RECOVERED IN GOOD CONDITION.
 RM0866'
 RM0866'THE STATION IS LOCATED 2.5 MILES N AND 5.9 MILES W OF BRULE,
 RM0866'0.1 MILE S AND 0.7 MILE E OF MAPLE.  T 47 N, R 11 W, NEAR NW
 RM0866'CORNER OF SEC. 1, ABOUT 500 FEET S ALONG ROAD FROM U.S.
 RM0866'HIGHWAY 2, AND ABOUT 125 FEET E OF DIRT ROAD, ON THE TOP OF
 RM0866'A PROMINENT WOODED KNOLL, A STANDARD DISK STAMPED MAPLE 1953.
 RM0866
 RM0866                          STATION RECOVERY (1977)
 RM0866
 RM0866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 RM0866'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION, AZIMUTH
 RM0866'MARK WAS ALSO RECOVERED AND FOUND IN GOOD CONDITION.  A SEARCH WAS
 RM0866'MADE FOR THE REFERENCE MARKS BUT WERE NOT RECOVERED, THE ROAD HAS
 RM0866'BEEN WIDENED MARKS COULD HAVE BEEN KNOCKED OUT BUT BY ROAD
 RM0866'WORK.  STATION IS NEAR NW CORNER OF SECTION 1, T 47 N, R 11 E.
 RM0866'
 RM0866'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 2 AND COUNTY ROAD F IN
 RM0866'THE SMALL VILLAGE OF MAPLE, GO EASTERLY ON U.S. HIGHWAY 2 FOR 0.4
 RM0866'MILE TO THE RAILROAD TRACKS.  CONTINUE AHEAD ON U.S. HIGHWAY 2 FOR
 RM0866'0.6 MILE TO A CROSSROAD.  TURN RIGHT AND GO FOR 0.1 MILE TO A CUT
 RM0866'BANK ON THE LEFT AND STATION ON TOP OF CUT BANK.  TO REACH THE
 RM0866'AZIMUTH MARK FROM THE CROSS ROADS, CONTINUE EASTERLY ON U.S.
 RM0866'HIGHWAY 2 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.
 RM0866'
 RM0866'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RM0866'ABOUT 1 MILE E OF MAPLE.
 RM0866
 RM0866                          STATION RECOVERY (1983)
 RM0866
 RM0866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 RM0866'THE STATION MARK AND THE AZ MK WERE RECOVERED IN GOOD CONDITION AS
 RM0866'DESCRIBED BY THE 1953 DATA.  RMS 1 AND 2 WERE APPARTENTLY DESTROYED
 RM0866'WHEN ROAD WAS WIDENED AND MORE OF A CUTBANK WAS FORMED.  THE STATION
 RM0866'IS COMPLETELY SURROUNDED BY WOODS AND IT IS IMPOSSIBLE TO SEE OUT IN
 RM0866'ANY DIRECTION FROM THE GROUND.  NO NEW RMS WERE ESTABLISHED AT THIS
 RM0866'TIME.  A NEW WITNESS POST WAS PUT BY THE STATION 2 FT (0.6 M) S.  IN
 RM0866'1982 ELEVATIONS WERE ESTABLISHED ON THE AZ MK AND IT ALSO BECAME A BM.
 RM0866'NOW DUE TO ROAD CONSTRUCTION THIS AZ MK HAS BEEN DESTROYED AND ITS
 RM0866'ELEVATION WAS TRANSFERED TO BM SWANSON 1983.  THE TO REACH FROM THIS
 RM0866'STATION---MAPLE 1953---, IS STILL ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0500 ***********************************************************************
 PM0500  DESIGNATION -  MAPLE
 PM0500  PID         -  PM0500
 PM0500  STATE/COUNTY-  WI/BROWN
 PM0500  USGS QUAD   -  MORRISON (1992)
 PM0500
 PM0500                         *CURRENT SURVEY CONTROL
 PM0500  ___________________________________________________________________
 PM0500* NAD 83(1991)-  44 15 45.48549(N)    087 57 34.63705(W)     ADJUSTED  
 PM0500* NAVD 88     -       290.     (meters)     951.     (feet)  SCALED    
 PM0500  ___________________________________________________________________
 PM0500  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 PM0500  GEOID HEIGHT-         -36.02  (meters)                     GEOID03
 PM0500
 PM0500  HORZ ORDER  -  THIRD
 PM0500
 PM0500.The horizontal coordinates were established by classical geodetic methods
 PM0500.and adjusted by the National Geodetic Survey in November 1991..
 PM0500
 PM0500.The orthometric height was scaled from a topographic map.
 PM0500
 PM0500.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0500
 PM0500.The geoid height was determined by GEOID03.
 PM0500
 PM0500;                    North         East     Units Scale Factor Converg.
 PM0500;SPC WI C     -    49,750.067   762,909.849   MT  0.99999764   +1 26 22.7
 PM0500;SPC WI C     -   163,221.68  2,502,980.06   sFT  0.99999764   +1 26 22.7
 PM0500;SPC WI S     -   253,363.433   762,918.567   MT  1.00004571   +1 24 07.0
 PM0500;SPC WI S     -   831,243.20  2,503,008.67   sFT  1.00004571   +1 24 07.0
 PM0500;UTM  16      - 4,901,491.504   423,403.303   MT  0.99967215   -0 40 11.3
 PM0500
 PM0500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0500!SPC WI C     -   0.99996017  x   0.99999764  =   0.99995781
 PM0500!SPC WI S     -   0.99996017  x   1.00004571  =   1.00000588
 PM0500!UTM  16      -   0.99996017  x   0.99967215  =   0.99963234
 PM0500
 PM0500:                Primary Azimuth Mark                     Grid Az
 PM0500:SPC WI C     -  MAPLE AZ MK                              139 10 34.3
 PM0500:SPC WI S     -  MAPLE AZ MK                              139 12 50.0
 PM0500:UTM  16      -  MAPLE AZ MK                              141 17 08.3
 PM0500
 PM0500|---------------------------------------------------------------------|
 PM0500| PID    Reference Object                     Distance      Geod. Az  |
 PM0500|                                                           dddmmss.s |
 PM0500| CJ5696 MAPLE AZ MK                                        1403657.0 |
 PM0500| CJ5698 MAPLE RM 2                            8.176 METERS 15058     |
 PM0500| CJ5697 MAPLE RM 1                            7.818 METERS 32345     |
 PM0500|---------------------------------------------------------------------|
 PM0500
 PM0500                          SUPERSEDED SURVEY CONTROL
 PM0500
 PM0500  NAD 83(1986)-  44 15 45.47674(N)    087 57 34.62831(W) AD(       ) 3
 PM0500  NAD 27      -  44 15 45.50200(N)    087 57 34.28100(W) AD(       ) 3
 PM0500
 PM0500.Superseded values are not recommended for survey control.
 PM0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0500.See file dsdata.txt to determine how the superseded data were derived.
 PM0500
 PM0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2340301492(NAD 83)
 PM0500_MARKER: DS = TRIANGULATION STATION DISK
 PM0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0500
 PM0500  HISTORY     - Date     Condition        Report By
 PM0500  HISTORY     - 1953     MONUMENTED       CGS
 PM0500  HISTORY     - 20030619 MARK NOT FOUND   USPSQD
 PM0500  HISTORY     - 20040725 MARK NOT FOUND   USPSQD
 PM0500  HISTORY     - 20050816 MARK NOT FOUND   WIDT
 PM0500
 PM0500                          STATION DESCRIPTION
 PM0500
 PM0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0500'STATION IS LOCATED ALONG THE SOUTHWEST SIDE OF STATE HIGHWAY 32 ABOUT
 PM0500'1 MILE NORTH OF WAYSIDE.  IT IS 80 FEET SOUTHEAST OF A FENCE CORNER,
 PM0500'30 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, 4 FEET SOUTHEAST OF
 PM0500'A WHITE WITNESS POST AND 2 FEET NORTHEAST OF A FENCE.  THE MARK IS
 PM0500'FLUSH AND THE DISK IS STAMPED MAPLE 1953.
 PM0500'
 PM0500'REFERENCE MARK NO. 1 IS 31 FEET SOUTHWEST OF THE CENTER OF THE
 PM0500'HIGHWAY AND 1 FOOT NORTHEAST OF A FENCE.  THE MARK IS FLUSH AND THE
 PM0500'DISK IS STAMPED MAPLE NO 1 1953.
 PM0500'
 PM0500'REFERENCE MARK NO. 2 IS 31 FEET SOUTHWEST OF THE CENTER OF THE
 PM0500'HIGHWAY AND 1 FOOT NORTHEAST OF A FENCE.  THE MARK IS FLUSH AND THE
 PM0500'DISK IS STAMPED MAPLE NO 2 1953.
 PM0500'
 PM0500'AZIMUTH MARK IS 32 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY, 3
 PM0500'FEET SOUTHWEST OF A FENCE AND 2 FEET SOUTHWEST OF A WHITE WITNESS
 PM0500'POST.  THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED
 PM0500'MAPLE 1953.
 PM0500'
 PM0500'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 AND COUNTY
 PM0500'HIGHWAY G IN WAYSIDE, GO NORTH ON HIGHWAY 32 FOR 0.85 MILE TO THE
 PM0500'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE NORTHWEST ON THE
 PM0500'HIGHWAY FOR 0.1 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 PM0500'
 PM0500'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PM0500
 PM0500                          STATION RECOVERY (2003)
 PM0500
 PM0500'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0500'THE STATION, RM 1, RM 2, AND AZIMUTH MARK WERE NOT FOUND.  NOTE-- OLD
 PM0500'HIGHWAY 32 IS NOW COUNTY HIGHWAY W.
 PM0500
 PM0500                          STATION RECOVERY (2004)
 PM0500
 PM0500'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0500'MARK NOT FOUND.
 PM0500
 PM0500                          STATION RECOVERY (2005)
 PM0500
 PM0500'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0500'NOT FOUND.  ADD--THERE WAS A DEPRESSION AT THE COORDINATES OF THE
 PM0500'TRIANGULATION STATION, HOWEVER AFTER PROBING AND DIGGING WITH A
 PM0500'SHOVEL, NO EVIDENCE OF THE MONUMENT WAS RECOVERED, STATION MAY HAVE
 PM0500'BEEN REMOVED WHEN DITCHES AND ROAD WERE REDONE YEARS AGO
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF6117 ***********************************************************************
 DF6117  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6117  DESIGNATION -  MAPLE CREEK S GPS
 DF6117  PID         -  DF6117
 DF6117  STATE/COUNTY-  WI/OUTAGAMIE
 DF6117  USGS QUAD   -  NEW LONDON (1992)
 DF6117
 DF6117                         *CURRENT SURVEY CONTROL
 DF6117  ___________________________________________________________________
 DF6117* NAD 83(1997)-  44 25 48.03235(N)    088 43 41.84850(W)     ADJUSTED  
 DF6117* NAVD 88     -       244.76   (meters)     803.0    (feet)  GPS OBS   
 DF6117  ___________________________________________________________________
 DF6117  X           -     101,254.348 (meters)                     COMP
 DF6117  Y           -  -4,561,181.233 (meters)                     COMP
 DF6117  Z           -   4,442,483.434 (meters)                     COMP
 DF6117  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 DF6117  ELLIP HEIGHT-         208.38  (meters)          (06/11/03) GPS OBS
 DF6117  GEOID HEIGHT-         -36.37  (meters)                     GEOID03
 DF6117
 DF6117  HORZ ORDER  -  FIRST
 DF6117  ELLP ORDER  -  THIRD     CLASS I
 DF6117
 DF6117.The horizontal coordinates were established by GPS observations
 DF6117.and adjusted by the National Geodetic Survey in June 2003..
 DF6117
 DF6117.The orthometric height was determined by GPS observations and a
 DF6117.high-resolution geoid model using precise GPS observation and
 DF6117.processing techniques.
 DF6117
 DF6117.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6117
 DF6117.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6117
 DF6117.The ellipsoidal height was determined by GPS observations
 DF6117.and is referenced to NAD 83.
 DF6117
 DF6117.The geoid height was determined by GEOID03.
 DF6117
 DF6117;                    North         East     Units Scale Factor Converg.
 DF6117;SPC WI C     -    67,094.275   701,252.267   MT  0.99997084   +0 53 50.2
 DF6117;SPC WI C     -   220,125.13  2,300,691.81   sFT  0.99997084   +0 53 50.2
 DF6117;UTM  16      - 4,921,087.391   362,440.018   MT  0.99983271   -1 12 36.2
 DF6117
 DF6117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6117!SPC WI C     -   0.99996733  x   0.99997084  =   0.99993817
 DF6117!UTM  16      -   0.99996733  x   0.99983271  =   0.99980004
 DF6117
 DF6117                          SUPERSEDED SURVEY CONTROL
 DF6117
 DF6117.No superseded survey control is available for this station.
 DF6117
 DF6117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ6244021087(NAD 83)
 DF6117_MARKER: DD = SURVEY DISK
 DF6117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6117_STAMPING: MAPLE CREEK S GPS 1993
 DF6117_MARK LOGO: WIDT  
 DF6117_PROJECTION: FLUSH
 DF6117_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6117+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2006
 DF6117
 DF6117  HISTORY     - Date     Condition        Report By
 DF6117  HISTORY     - 1993     MONUMENTED       WI-087
 DF6117  HISTORY     - 2002     GOOD             WIDT
 DF6117  HISTORY     - 20030702 GOOD             USPSQD
 DF6117  HISTORY     - 20041008 GOOD             USPSQD
 DF6117  HISTORY     - 20060120 GOOD             GEOCAC
 DF6117
 DF6117                          STATION DESCRIPTION
 DF6117
 DF6117'DESCRIBED BY WI DEPT OF TRANSP 2002
 DF6117'THIS STATION IS LOCATED ABOUT 31 KM NORTHWEST OF APPLETON, 25 KM
 DF6117'NORTHEAST OF
 DF6117'WAUPACA, AND 4 KM NORTH OF NEW LONDON.  OWNERSHIP--OUTAGAMIE COUNTY.
 DF6117'TO REACH THE
 DF6117'STATION FROM THE JUNCTION OF US HIGHWAY 45 WITH STATE HIGHWAY 54 ABOUT
 DF6117'1 KM
 DF6117'NORTHEAST OF THE CITY OF NEW LONDON, GO NORTH ON US HIGHWAY 45 FOR 2.9
 DF6117'KM TO COUNTY
 DF6117'HIGHWAY D, TURN RIGHT AND GO EAST ON COUNTY HIGHWAY D FOR 0.6 KM TO
 DF6117'COUNTY HIGHWAY DD
 DF6117'ON THE RIGHT, CONTINUE EAST THEN NORTH ON COUNTY HIGHWAY D FOR 0.3 KM
 DF6117'TO THE STATION
 DF6117'ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF6117'TRANSPORTATION GPS
 DF6117'GEODETIC CONTROL MARKER DISK SET IN THE TOP OF A 41-CM DIAMETER
 DF6117'CONCRETE POST ABOUT 1
 DF6117'M BELOW HIGHWAY PAVEMENT.  THE STATION IS 11.1 M WEST OF THE
 DF6117'CENTERLINE OF COUNTY
 DF6117'HIGHWAY D, 92 M SOUTH-SOUTHWEST OF THE EXTENDED CENTERLINE OF COUNTY
 DF6117'HIGHWAY W, 90 M
 DF6117'NORTH-NORTHEAST OF A METAL POST FOR A --JCT DD-- SIGN, 31.1 M SOUTH OF
 DF6117'A WOOD POST FOR A
 DF6117'--CURVE 50 MPH-- SIGN, 2.0 M EAST OF A CULTIVATED FIELD, 0.8 M EAST OF
 DF6117'A STEEL WITNESS POST, 1.0
 DF6117'M WEST, 1.0 M SOUTH, AND 1.0 M NORTH OF THREE 4X4 ORANGE PLASTIC
 DF6117'WITNESS POSTS.
 DF6117'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF6117'THAN 15 DEGREES
 DF6117'ABOVE THE HORIZON.
 DF6117' 
 DF6117' 
 DF6117' 
 DF6117' 
 DF6117' 
 DF6117'
 DF6117
 DF6117                          STATION RECOVERY (2003)
 DF6117
 DF6117'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6117'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS IN THE CENTER OF A
 DF6117'TRIANGLE FORMED BY THREE ORANGE PLASTIC GUARD POSTS.
 DF6117
 DF6117                          STATION RECOVERY (2004)
 DF6117
 DF6117'RECOVERY NOTE BY US POWER SQUADRON 2004 (JK)
 DF6117'RECOVERED IN GOOD CONDITION.
 DF6117
 DF6117                          STATION RECOVERY (2006)
 DF6117
 DF6117'RECOVERY NOTE BY GEOCACHING 2006 (RFC)
 DF6117'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF6001 ***********************************************************************
 DF6001  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6001  DESIGNATION -  MAPLE GROVE N GPS
 DF6001  PID         -  DF6001
 DF6001  STATE/COUNTY-  WI/MANITOWOC
 DF6001  USGS QUAD   -  REEDSVILLE (1992)
 DF6001
 DF6001                         *CURRENT SURVEY CONTROL
 DF6001  ___________________________________________________________________
 DF6001* NAD 83(1997)-  44 13 06.27757(N)    087 57 58.56155(W)     ADJUSTED  
 DF6001* NAVD 88     -       264.75   (meters)     868.6    (feet)  GPS OBS   
 DF6001  ___________________________________________________________________
 DF6001  X           -     162,490.095 (meters)                     COMP
 DF6001  Y           -  -4,575,864.591 (meters)                     COMP
 DF6001  Z           -   4,425,676.286 (meters)                     COMP
 DF6001  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 DF6001  ELLIP HEIGHT-         228.74  (meters)          (06/11/03) GPS OBS
 DF6001  GEOID HEIGHT-         -36.02  (meters)                     GEOID03
 DF6001
 DF6001  HORZ ORDER  -  FIRST
 DF6001  ELLP ORDER  -  THIRD     CLASS I
 DF6001
 DF6001.The horizontal coordinates were established by GPS observations
 DF6001.and adjusted by the National Geodetic Survey in June 2003..
 DF6001
 DF6001.The orthometric height was determined by GPS observations and a
 DF6001.high-resolution geoid model using precise GPS observation and
 DF6001.processing techniques.
 DF6001
 DF6001.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6001
 DF6001.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6001
 DF6001.The ellipsoidal height was determined by GPS observations
 DF6001.and is referenced to NAD 83.
 DF6001
 DF6001.The geoid height was determined by GEOID03.
 DF6001
 DF6001;                    North         East     Units Scale Factor Converg.
 DF6001;SPC WI S     -   248,437.653   762,507.875   MT  1.00003436   +1 23 50.6
 DF6001;SPC WI S     -   815,082.53  2,501,661.25   sFT  1.00003436   +1 23 50.6
 DF6001;UTM  16      - 4,896,585.590   422,815.043   MT  0.99967327   -0 40 26.1
 DF6001
 DF6001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6001!SPC WI S     -   0.99996413  x   1.00003436  =   0.99999849
 DF6001!UTM  16      -   0.99996413  x   0.99967327  =   0.99963742
 DF6001
 DF6001                          SUPERSEDED SURVEY CONTROL
 DF6001
 DF6001.No superseded survey control is available for this station.
 DF6001
 DF6001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP2281596586(NAD 83)
 DF6001_MARKER: DD = SURVEY DISK
 DF6001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6001_STAMPING: MAPLE GROVE N GPS 1993-94
 DF6001_MARK LOGO: WI-071
 DF6001_PROJECTION: FLUSH
 DF6001_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6001+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2005
 DF6001
 DF6001  HISTORY     - Date     Condition        Report By
 DF6001  HISTORY     - 1993     MONUMENTED       WI-071
 DF6001  HISTORY     - 2001     GOOD             WIDT
 DF6001  HISTORY     - 20030622 GOOD             USPSQD
 DF6001  HISTORY     - 20050906 GOOD             WIDT
 DF6001
 DF6001                          STATION DESCRIPTION
 DF6001
 DF6001'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF6001'THE STATION IS LOCATED ABOUT 27 KM SOUTHEAST OF DE PERE, 18 KM
 DF6001'SOUTHWEST OF DENMARK,
 DF6001'AND 9 KM NORTHEAST OF BRILLION.  OWNERSHIP--MANITOWOC COUNTY.  TO
 DF6001'REACH THE STATION
 DF6001'FROM THE JUNCTION OF INTERSTATE HIGHWAY 43 WITH US HIGHWAY 10 AND
 DF6001'STATE HIGHWAY 310
 DF6001'(EXIT 154) ABOUT 8 KM NORTHWEST OF THE CITY OF MANITOWOC, GO WEST ON
 DF6001'US HIGHWAY 10 FOR
 DF6001'19.6 KM TO COUNTY HIGHWAY W IN THE VILLAGE OF REEDSVILLE, TURN RIGHT
 DF6001'AND GO NORTH ON
 DF6001'COUNTY HIGHWAY W FOR 6.8 KM TO MARQUETTE ROAD AND THE STATION ON THE
 DF6001'LEFT.  THE
 DF6001'STATION IS A BRONZE MANITOWOC COUNTY GEODETIC CONTROL MARKER DISK SET
 DF6001'IN THE TOP OF A
 DF6001'35-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8 M AND ABOUT LEVEL
 DF6001'WITH THE HIGHWAY
 DF6001'PAVEMENT.  THE STATION IS 26.4 M WEST OF THE CENTER LINE OF COUNTY
 DF6001'HIGHWAY W, 27.1 M
 DF6001'NORTHWEST OF A STEEL POST FOR A STREET SIGN, 27.0 M NORTH OF THE
 DF6001'CENTERLINE OF
 DF6001'MARQUETTE ROAD, 10.3 M SOUTHWEST OF A STEEL --R/W-- POST, 0.9 M SOUTH
 DF6001'OF A WHITE
 DF6001'PLASTIC WITNESS POST, 1.0 M SOUTHEAST, 1.0 M SOUTHWEST, AND 1.0 M
 DF6001'NORTH OF THREE 4X4
 DF6001'ORANGE PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE
 DF6001'OBSTRUCTIONS
 DF6001'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZION.
 DF6001'
 DF6001
 DF6001                          STATION RECOVERY (2003)
 DF6001
 DF6001'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6001'STATION RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS IN THE
 DF6001'CENTER OF A TRIANGLE FORMED BY THREE ORANGE PLASTIC GUARD POSTS.
 DF6001
 DF6001                          STATION RECOVERY (2005)
 DF6001
 DF6001'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DF6001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF5994 ***********************************************************************
 DF5994  HT_MOD      -  This is a Height Modernization Survey Station.
 DF5994  DESIGNATION -  MAPLE GROVE S GPS
 DF5994  PID         -  DF5994
 DF5994  STATE/COUNTY-  WI/MANITOWOC
 DF5994  USGS QUAD   -  REEDSVILLE (1992)
 DF5994
 DF5994                         *CURRENT SURVEY CONTROL
 DF5994  ___________________________________________________________________
 DF5994* NAD 83(1997)-  44 09 30.70639(N)    087 57 52.88462(W)     ADJUSTED  
 DF5994* NAVD 88     -       255.72   (meters)     839.0    (feet)  GPS OBS   
 DF5994  ___________________________________________________________________
 DF5994  X           -     162,780.523 (meters)                     COMP
 DF5994  Y           -  -4,580,488.679 (meters)                     COMP
 DF5994  Z           -   4,420,898.783 (meters)                     COMP
 DF5994  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 DF5994  ELLIP HEIGHT-         219.73  (meters)          (06/11/03) GPS OBS
 DF5994  GEOID HEIGHT-         -36.00  (meters)                     GEOID03
 DF5994
 DF5994  HORZ ORDER  -  FIRST
 DF5994  ELLP ORDER  -  THIRD     CLASS I
 DF5994
 DF5994.The horizontal coordinates were established by GPS observations
 DF5994.and adjusted by the National Geodetic Survey in June 2003..
 DF5994
 DF5994.The orthometric height was determined by GPS observations and a
 DF5994.high-resolution geoid model using precise GPS observation and
 DF5994.processing techniques.
 DF5994
 DF5994.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5994
 DF5994.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5994
 DF5994.The ellipsoidal height was determined by GPS observations
 DF5994.and is referenced to NAD 83.
 DF5994
 DF5994.The geoid height was determined by GEOID03.
 DF5994
 DF5994;                    North         East     Units Scale Factor Converg.
 DF5994;SPC WI S     -   241,788.809   762,796.247   MT  1.00001996   +1 23 54.5
 DF5994;SPC WI S     -   793,268.78  2,502,607.35   sFT  1.00001996   +1 23 54.5
 DF5994;UTM  16      - 4,889,933.023   422,862.945   MT  0.99967318   -0 40 19.5
 DF5994
 DF5994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5994!SPC WI S     -   0.99996555  x   1.00001996  =   0.99998551
 DF5994!UTM  16      -   0.99996555  x   0.99967318  =   0.99963874
 DF5994
 DF5994                          SUPERSEDED SURVEY CONTROL
 DF5994
 DF5994.No superseded survey control is available for this station.
 DF5994
 DF5994_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP2286389933(NAD 83)
 DF5994_MARKER: DD = SURVEY DISK
 DF5994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5994_STAMPING: MAPLE GROVE S GPS 1993-94
 DF5994_MARK LOGO: WI-071
 DF5994_PROJECTION: FLUSH
 DF5994_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF5994_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5994+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 DF5994
 DF5994  HISTORY     - Date     Condition        Report By
 DF5994  HISTORY     - 1994     MONUMENTED       WI-071
 DF5994  HISTORY     - 2002     GOOD             WIDT
 DF5994  HISTORY     - 20030619 GOOD             USPSQD
 DF5994  HISTORY     - 20060112 GOOD             WIDT
 DF5994
 DF5994                          STATION DESCRIPTION
 DF5994
 DF5994'DESCRIBED BY WI DEPT OF TRANSP 2002 (DJH)
 DF5994'THE STATION IS LOCATED ABOUT 57 KM NORTHEAST OF FOND DU LAC, 47 KM
 DF5994'NORTH-NORTHWEST OF
 DF5994'SHEBOYGAN, AND 24 KM WEST-NORTHWEST OF MANITOWOC.
 DF5994'OWNERSHIP--MANITOWOC COUNTY.
 DF5994'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 WITH STATE
 DF5994'HIGHWAY 32 ABOUT 30
 DF5994'KM WEST-NORTHWEST OF THE CITY OF MANITOWOC, GO EAST ON US HIGHWAY 10
 DF5994'FOR 16.9 KM TO
 DF5994'COUNTY HIGHWAY W, TURN LEFT AND GO NORTH ON COUNTY HIGHWAY W FOR 84 M
 DF5994'TO THE STATION
 DF5994'ON THE LEFT.  THE STATION IS A BRONZE MANITOWOC COUNTY GEODETIC
 DF5994'CONTROL MARKER DISK
 DF5994'SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8
 DF5994'M AND ABOUT LEVEL
 DF5994'WITH THE HIGHWAY PAVEMENT.  THE STATION IS 14.3 M WEST OF THE
 DF5994'CENTERLINE OF COUNTY
 DF5994'HIGHWAY W, 84 M NORTH OF THE CENTERLINE OF US HIGHWAY 10, 39.0 M SOUTH
 DF5994'OF THE CENTERLINE
 DF5994'OF THE DRIVEWAY FOR THE VETERINARY CLINIC, AND 0.8 M EAST OF A WHITE
 DF5994'PLASTIC WITNESS POST.
 DF5994'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF5994'THAN 15 DEGREES ABOVE
 DF5994'THE HORIZON.
 DF5994' 
 DF5994' 
 DF5994' 
 DF5994'
 DF5994
 DF5994                          STATION RECOVERY (2003)
 DF5994
 DF5994'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF5994'RECOVERED IN GOOD CONDITION.
 DF5994
 DF5994                          STATION RECOVERY (2006)
 DF5994
 DF5994'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF5994'RECOVERED IN GOOD CONDITION.  NOTE-- THERE ARE OLD CHIPS REMOVED FROM
 DF5994'THE TOP EDGE OF THE CONCRETE POST ON THE NORTH AND EAST SIDES.  ADD--
 DF5994'THE STATION IS 1.0 M WEST, 1.1 M SOUTHEAST, AND 1.0 M NORTHEAST OF
 DF5994'THREE ORANGE 4X4 PLASTIC GUARD POSTS.  THERE IS NO WHITE PLASTIC
 DF5994'WITNESS POST PRESENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF6000 ***********************************************************************
 DF6000  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6000  DESIGNATION -  MAPLE GROVE W GPS
 DF6000  PID         -  DF6000
 DF6000  STATE/COUNTY-  WI/MANITOWOC
 DF6000  USGS QUAD   -  BRILLION (1992)
 DF6000
 DF6000                         *CURRENT SURVEY CONTROL
 DF6000  ___________________________________________________________________
 DF6000* NAD 83(1997)-  44 13 33.62872(N)    088 02 20.16461(W)     ADJUSTED  
 DF6000* NAVD 88     -       285.67   (meters)     937.2    (feet)  GPS OBS   
 DF6000  ___________________________________________________________________
 DF6000  X           -     156,666.817 (meters)                     COMP
 DF6000  Y           -  -4,575,493.489 (meters)                     COMP
 DF6000  Z           -   4,426,295.876 (meters)                     COMP
 DF6000  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 DF6000  ELLIP HEIGHT-         249.63  (meters)          (06/11/03) GPS OBS
 DF6000  GEOID HEIGHT-         -36.04  (meters)                     GEOID03
 DF6000
 DF6000  HORZ ORDER  -  FIRST
 DF6000  ELLP ORDER  -  THIRD     CLASS I
 DF6000
 DF6000.The horizontal coordinates were established by GPS observations
 DF6000.and adjusted by the National Geodetic Survey in June 2003..
 DF6000
 DF6000.The orthometric height was determined by GPS observations and a
 DF6000.high-resolution geoid model using precise GPS observation and
 DF6000.processing techniques.
 DF6000
 DF6000.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6000
 DF6000.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6000
 DF6000.The ellipsoidal height was determined by GPS observations
 DF6000.and is referenced to NAD 83.
 DF6000
 DF6000.The geoid height was determined by GEOID03.
 DF6000
 DF6000;                    North         East     Units Scale Factor Converg.
 DF6000;SPC WI S     -   249,142.575   756,682.527   MT  1.00003627   +1 20 50.8
 DF6000;SPC WI S     -   817,395.26  2,482,549.26   sFT  1.00003627   +1 20 50.8
 DF6000;UTM  16      - 4,897,500.314   417,021.052   MT  0.99968468   -0 43 28.9
 DF6000
 DF6000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6000!SPC WI S     -   0.99996086  x   1.00003627  =   0.99999713
 DF6000!UTM  16      -   0.99996086  x   0.99968468  =   0.99964555
 DF6000
 DF6000                          SUPERSEDED SURVEY CONTROL
 DF6000
 DF6000.No superseded survey control is available for this station.
 DF6000
 DF6000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1702197500(NAD 83)
 DF6000_MARKER: DD = SURVEY DISK
 DF6000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6000_STAMPING: MAPLE GROVE W GPS 1993-94
 DF6000_MARK LOGO: WI-071
 DF6000_PROJECTION: FLUSH
 DF6000_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6000+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2005
 DF6000
 DF6000  HISTORY     - Date     Condition        Report By
 DF6000  HISTORY     - 1993     MONUMENTED       WI-071
 DF6000  HISTORY     - 2002     GOOD             WIDT
 DF6000  HISTORY     - 20030622 GOOD             USPSQD
 DF6000  HISTORY     - 20050906 GOOD             WIDT
 DF6000
 DF6000                          STATION DESCRIPTION
 DF6000
 DF6000'DESCRIBED BY WI DEPT OF TRANSP 2002 (DJH)
 DF6000'THE STATION IS LOCATED ABOUT 25 KM SOUTH OF DE PERE, 21 KM SOUTHWEST
 DF6000'OF DENMARK, AND 6
 DF6000'KM NORTHEAST OF BRILLION.  OWNERSHIP--MANITOWOC COUNTY.  TO REACH THE
 DF6000'STATION FROM
 DF6000'THE JUNCTION OF STATE HIGHWAY 10 WITH STATE HIGHWAY 32 ABOUT 12 KM
 DF6000'SOUTHEAST OF THE
 DF6000'CITY OF KAUKAUNA, GO NORTHEAST ON STATE HIGHWAY 32 FOR 2.4 KM TO
 DF6000'COUNTY HIGHWAY K,
 DF6000'TURN RIGHT AND GO EAST ON COUNTY HIGHWAY K FOR 9.4 KM TO COUNTY LINE
 DF6000'ROAD, CONTINUE
 DF6000'EAST ON COUNTY HIGHWAY K FOR 0.4 KM TO THE STATION ON THE LEFT.  THE
 DF6000'STATION IS A BRONZE
 DF6000'MANITOWOC COUNTY GEODETIC CONTROL MARKER DISK SET IN THE TOP OF A
 DF6000'41-CM DIAMETER
 DF6000'CONCRETE POST AND ABOUT 0.6 M BELOW THE HIGHWAY PAVEMENT.  THE STATION
 DF6000'IS 13.7 M NORTH
 DF6000'OF THE CENTERLINE OF COUNTY HIGHWAY K, 43.0 NORTHWEST OF A POWER POLE
 DF6000'--2021-7W20--, 0.2
 DF6000'KM EAST OF A PRIVATE ENTRANCE --MAPLE GROVE 24418--, 1.5 M SOUTH OF A
 DF6000'CULTIVATED FIELD, 0.7 M
 DF6000'SOUTH OF A WHITE PLASTIC WITNESS POST, 1.0 M EAST, 1.0 M WEST, AND 1.0
 DF6000'M NORTH OF THREE
 DF6000'4X4 ORANGE PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO
 DF6000'VISIBLE OBSTRUCTIONS
 DF6000'EXTENDING HIGHER THEN 15 DEGREES ABOVE THE HORIZION.
 DF6000'
 DF6000
 DF6000                          STATION RECOVERY (2003)
 DF6000
 DF6000'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6000'STATION RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS IN THE
 DF6000'CENTER OF A TRIANGLE FORMED BY THREE ORANGE PLASTIC GUARD POSTS.
 DF6000
 DF6000                          STATION RECOVERY (2005)
 DF6000
 DF6000'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DF6000'RECOVERED IN GOOD CONDITION.  NOTE-- THERE IS NO WHITE PLASTIC WITNESS
 DF6000'POST PRESENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1281 ***********************************************************************
 PN1281  DESIGNATION -  MAPLES
 PN1281  PID         -  PN1281
 PN1281  STATE/COUNTY-  WI/WOOD
 PN1281  USGS QUAD   -  WISCONSIN RAPIDS SOUTH (1984)
 PN1281
 PN1281                         *CURRENT SURVEY CONTROL
 PN1281  ___________________________________________________________________
 PN1281* NAD 83(1991)-  44 21 09.16114(N)    089 49 01.55479(W)     ADJUSTED  
 PN1281* NAVD 88     -       310.4    (meters)    1018.     (feet)  VERTCON   
 PN1281  ___________________________________________________________________
 PN1281  LAPLACE CORR-          -5.72  (seconds)                    DEFLEC99
 PN1281  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 PN1281
 PN1281  HORZ ORDER  -  SECOND
 PN1281
 PN1281.The horizontal coordinates were established by classical geodetic methods
 PN1281.and adjusted by the National Geodetic Survey in November 1991..
 PN1281
 PN1281.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1281
 PN1281.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1281
 PN1281.The geoid height was determined by GEOID03.
 PN1281
 PN1281;                    North         East     Units Scale Factor Converg.
 PN1281;SPC WI C     -    57,710.231   614,582.413   MT  0.99998219   +0 07 44.6
 PN1281;SPC WI C     -   189,337.65  2,016,342.47   sFT  0.99998219   +0 07 44.6
 PN1281;UTM  16      - 4,914,890.553   275,481.127   MT  1.00021998   -1 58 12.6
 PN1281
 PN1281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1281!SPC WI C     -   0.99995686  x   0.99998219  =   0.99993905
 PN1281!UTM  16      -   0.99995686  x   1.00021998  =   1.00017683
 PN1281
 PN1281|---------------------------------------------------------------------|
 PN1281| PID    Reference Object                     Distance      Geod. Az  |
 PN1281|                                                           dddmmss.s |
 PN1281| CS5260 MAPLES RM 2                          23.790 METERS 17047     |
 PN1281| CS5259 MAPLES RM 1                          26.610 METERS 35647     |
 PN1281|---------------------------------------------------------------------|
 PN1281
 PN1281                          SUPERSEDED SURVEY CONTROL
 PN1281
 PN1281  NAD 83(1986)-  44 21 09.15886(N)    089 49 01.56018(W) AD(       ) 2
 PN1281  NGVD 29 (02/11/91)  310.4    (m)         1018.     (f) VERT ANG       
 PN1281
 PN1281.Superseded values are not recommended for survey control.
 PN1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1281.See file dsdata.txt to determine how the superseded data were derived.
 PN1281
 PN1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7548114891(NAD 83)
 PN1281_MARKER: DE = TRAVERSE STATION DISK
 PN1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN1281_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1281+STABILITY: SURFACE MOTION
 PN1281
 PN1281  HISTORY     - Date     Condition        Report By
 PN1281  HISTORY     - 1982     MONUMENTED       WIDT
 PN1281  HISTORY     - 19961020 MARK NOT FOUND   USPSQD
 PN1281
 PN1281                          STATION DESCRIPTION
 PN1281
 PN1281'DESCRIBED BY WI DEPT OF TRANSP 1982 (LTK)
 PN1281'THE STATION IS LOCATED ALONG STH 13 ABOUT 0.7 MILE SOUTH OF WISCONSIN
 PN1281'RAPIDS AND 0.5 MILE EAST OF PORT EDWARDS.
 PN1281'
 PN1281'TO REACH THE STATION FROM THE JUNCTION OF STH 13 AND STH 73 TO THE
 PN1281'WEST ABOUT 4 MILES SOUTH OF WISCONSIN RAPIDS, GO NORTH ON STH 13 FOR
 PN1281'2.65 MILES TO A BRIDGE OVER NEPCO LAKE. CONTINUE NORTH ON STH 13 FOR
 PN1281'0.52 MILE TO THE JUNCTION OF STH 13 AND CTH Z.  THE STATION IS ON THE
 PN1281'WEST SIDE OF STH 13 JUST EAST OF THE MAPLES MOBIL HOME PARK AND 0.06
 PN1281'MILE NORTH OF CTH Z.
 PN1281'
 PN1281'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---MAPLES 1982---.
 PN1281'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL
 PN1281'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 91.6
 PN1281'FEET SOUTH OF THE MAPLES MOBILE PARK SIGN, 42 FEET WEST OF THE CENTER
 PN1281'OF STH 13, 22 FEET SOUTHEAST OF A 10 INCH SPRUCE TREE, AND 12 FEET
 PN1281'SOUTHEAST OF A POWER POLE.  THE UNDERGROUND DISK IS SET IN AN
 PN1281'IRREGULAR MASS OF CONCRETE 4.5 FEET BELOW GROUND.
 PN1281'
 PN1281'REFERENCE MARK 1 IS A BERNTSEN 5 FOOT DRIVEABLE ALUMINUM ROD WITH A
 PN1281'CIRCULAR ALUMINUM CAP DRIVEN FLUSH WITH THE GROUND SURFACE.  THE CAP
 PN1281'CONTAINS A MAGNET AND IS STAMPED---MAPLES RM 1 1982---.  IT IS 152
 PN1281'FEET SOUTH OF THE CENTER OF THE NORTH DRIVEWAY TO THE MOBILE PARK,
 PN1281'46.6 FEET WEST OF THE CENTER OF STH 13, 1.6 FEET SOUTHEAST OF THE
 PN1281'SOUTHEAST CORNER OF A CONCRETE BLOCK FLOWER BED UNDER THE PARK SIGN,
 PN1281'AND 0.5 FEET HIGHER THAN THE STATION.
 PN1281'
 PN1281'REFERENCE MARK 2 IS A BERNTSEN 5 FOOT DRIVEABLE ALUMINUM ROD WITH A
 PN1281'CIRCULAR ALUMINUM CAP DRIVEN FLUSH WITH THE GROUND SURFACE.  THE CAP
 PN1281'CONTAINS A MAGNET AND IS STAMPED---MAPLES RM 2 1982---.  IT IS 170
 PN1281'FEET SOUTH OF THE MAPLES MOBILE PARK SIGN, 105 FEET NORTHEAST OF THE
 PN1281'NORTHEAST CORNER OF THE NORTH MOTEL BUILDING, 29.5 FEET WEST OF THE
 PN1281'CENTER OF STH 13, AND 2 FEET LOWER THAN THE STATION.
 PN1281'
 PN1281'NO AZIMUTH MARK WAS SET.  HEIGHT OF LIGHT ABOVE MARK WAS 1.53 METERS.
 PN1281
 PN1281                          STATION RECOVERY (1996)
 PN1281
 PN1281'RECOVERY NOTE BY US POWER SQUADRON 1996
 PN1281'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0397 ***********************************************************************
 PM0397  DESIGNATION -  MAPLEWOOD ST MARYS CATH CH
 PM0397  PID         -  PM0397
 PM0397  STATE/COUNTY-  WI/DOOR
 PM0397  USGS QUAD   -  FORESTVILLE (1982)
 PM0397
 PM0397                         *CURRENT SURVEY CONTROL
 PM0397  ___________________________________________________________________
 PM0397* NAD 83(1991)-  44 44 51.96456(N)    087 28 18.34077(W)     ADJUSTED  
 PM0397* NAVD 88     -                                                        
 PM0397  ___________________________________________________________________
 PM0397  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 PM0397  GEOID HEIGHT-         -36.53  (meters)                     GEOID03
 PM0397
 PM0397  HORZ ORDER  -  THIRD
 PM0397
 PM0397.The horizontal coordinates were established by classical geodetic methods
 PM0397.and adjusted by the National Geodetic Survey in November 1991..
 PM0397
 PM0397
 PM0397.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0397
 PM0397.The geoid height was determined by GEOID03.
 PM0397
 PM0397;                    North         East     Units Scale Factor Converg.
 PM0397;SPC WI C     -   104,726.750   800,172.575   MT  0.99994320   +1 47 01.9
 PM0397;SPC WI C     -   343,591.01  2,625,232.86   sFT  0.99994320   +1 47 01.9
 PM0397;UTM  16      - 4,955,039.471   462,655.214   MT  0.99961715   -0 19 55.6
 PM0397
 PM0397                          SUPERSEDED SURVEY CONTROL
 PM0397
 PM0397  NAD 83(1986)-  44 44 51.95842(N)    087 28 18.32954(W) AD(       ) 4
 PM0397  NAD 27      -  44 44 51.96200(N)    087 28 17.98800(W) AD(       ) 3
 PM0397
 PM0397.Superseded values are not recommended for survey control.
 PM0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0397.See file dsdata.txt to determine how the superseded data were derived.
 PM0397
 PM0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ6265555039(NAD 83)
 PM0397_MARKER: 90 = CHURCH SPIRE
 PM0397_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0397+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2002
 PM0397
 PM0397  HISTORY     - Date     Condition        Report By
 PM0397  HISTORY     - 1953     FIRST OBSERVED   CGS
 PM0397  HISTORY     - 1989     GOOD             USPSQD
 PM0397  HISTORY     - 20010331 GOOD             NGS
 PM0397  HISTORY     - 20021117 GOOD             USPSQD
 PM0397  HISTORY     - 20040303 GOOD             USPSQD
 PM0397
 PM0397                          STATION DESCRIPTION
 PM0397
 PM0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0397'STATION IS THE CENTER OF THE BASE OF THE SILVER CROSS ATOP THE SPIRE
 PM0397'OF ST. MARYS CATHOLIC CHURCH, WHICH IS LOCATED IN THE NORTHEAST
 PM0397'SECTION OF MAPLEWOOD AND ABOUT 50 FEET SOUTH OF THE CENTER OF
 PM0397'COUNTY HIGHWAY H.  THE CHURCH IS A RED BRICK STRUCTURE, WITH A
 PM0397'GREEN SHINGLE ROOF AND A GRAY SLATE COVERED SPIRE ATOP.  THE HEIGHT
 PM0397'OF THE CROSS ABOVE GROUND IS ABOUT 110 FEET.
 PM0397'
 PM0397'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 57 AND COUNTY
 PM0397'HIGHWAY H IN MAPLEWOOD GO EAST ON COUNTY HIGHWAY H FOR 0.35 MILE TO
 PM0397'THE CHURCH ON THE RIGHT.
 PM0397
 PM0397                          STATION RECOVERY (1989)
 PM0397
 PM0397'RECOVERY NOTE BY US POWER SQUADRON 1989 (PHY)
 PM0397'RECOVERED IN GOOD CONDITION.
 PM0397
 PM0397                          STATION RECOVERY (2001)
 PM0397
 PM0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0397'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0397
 PM0397                          STATION RECOVERY (2002)
 PM0397
 PM0397'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0397'RECOVERED IN GOOD CONDITION.  IN THE 1953 DESCRIPTION, STATE HIGHWAY
 PM0397'57 SHOULD BE STATE HIGHWAY 42 THUS READING -- FROM THE JUNCTION OF
 PM0397'STATE HIGHWAY 42 AND COUNTY HIGHWAY H IN MAPLEWOOD GO EAST ---
 PM0397
 PM0397                          STATION RECOVERY (2004)
 PM0397
 PM0397'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5692 ***********************************************************************
 DH5692  DESIGNATION -  MAR
 DH5692  PID         -  DH5692
 DH5692  STATE/COUNTY-  WI/JUNEAU
 DH5692  USGS QUAD   -  ROUND BLUFF (1983)
 DH5692
 DH5692                         *CURRENT SURVEY CONTROL
 DH5692  ___________________________________________________________________
 DH5692* NAD 83(1997)-  43 47 52.75399(N)    089 53 50.28412(W)     ADJUSTED  
 DH5692* NAVD 88     -                                                        
 DH5692  ___________________________________________________________________
 DH5692  X           -       8,265.267 (meters)                     COMP
 DH5692  Y           -  -4,611,194.785 (meters)                     COMP
 DH5692  Z           -   4,392,073.652 (meters)                     COMP
 DH5692  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 DH5692  ELLIP HEIGHT-         224.78  (meters)          (08/01/05) GPS OBS
 DH5692  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 DH5692
 DH5692  HORZ ORDER  -  FIRST
 DH5692  ELLP ORDER  -  SECOND    CLASS I
 DH5692
 DH5692.The horizontal coordinates were established by GPS observations
 DH5692.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5692
 DH5692
 DH5692.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5692
 DH5692.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5692
 DH5692.The ellipsoidal height was determined by GPS observations
 DH5692.and is referenced to NAD 83.
 DH5692
 DH5692.The geoid height was determined by GEOID03.
 DH5692
 DH5692;                    North         East     Units Scale Factor Converg.
 DH5692;SPC WI S     -   199,747.136   608,264.619   MT  0.99995649   +0 04 14.0
 DH5692;SPC WI S     -   655,337.06  1,995,614.84   sFT  0.99995649   +0 04 14.0
 DH5692;UTM  16      - 4,853,516.643   266,920.450   MT  1.00026825   -2 00 22.2
 DH5692
 DH5692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5692!SPC WI S     -   0.99996475  x   0.99995649  =   0.99992125
 DH5692!UTM  16      -   0.99996475  x   1.00026825  =   1.00023299
 DH5692
 DH5692                          SUPERSEDED SURVEY CONTROL
 DH5692
 DH5692.No superseded survey control is available for this station.
 DH5692
 DH5692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP6692053517(NAD 83)
 DH5692_MARKER: DD = SURVEY DISK
 DH5692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5692_STAMPING: MAR 1994
 DH5692_MARK LOGO: WI-057
 DH5692_PROJECTION: FLUSH
 DH5692_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5692+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2003
 DH5692
 DH5692  HISTORY     - Date     Condition        Report By
 DH5692  HISTORY     - 1994     MONUMENTED       WI-057
 DH5692  HISTORY     - 20030827 GOOD             WIDT
 DH5692
 DH5692                          STATION DESCRIPTION
 DH5692
 DH5692'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5692'OWNERSHIP--TOWN OF MARION.  TO REACH THE STAION FROM THE JUNCTION OF
 DH5692'STATE  HIGHWAY 82 WITH COUNTY HIGHWAY HH ABOUT 7 MI EAST OF THE CITY
 DH5692'OF MAUSTON, GO EAST ON  STATE HIGHWAY 82 FOR 1.5 MI TO OLD HIGHWAY 71
 DH5692'ON THE LEFT, TURN LEFT AND GO EAST ON OLD  HIGHWAY 71 FOR 0.5 MI TO
 DH5692'26TH STREET SOUTH, TURN LEFT AND GO  NORTH ON 26TH STREET SOUTH FOR
 DH5692'0.1 MI TO THE STATION ON THE RIGHT.  THE STATION IS A  BRONZE JUNEAU
 DH5692'COUNTY GEODETIC CONTROL MARKER DISK SET IN THE TOP OF A 40-CM DIAMETER
 DH5692'CONCRETE POST ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 6.8
 DH5692'M EAST OF THE  CENTERLINE OF 26TH STREET SOUTH, 56 M SOUTHEAST OF A
 DH5692'POWER POLE, 9.9 M  NORTH-NORTHEAST OF A WOOD POST FOR A --LEFT CURVE
 DH5692'AHEAD 40 MPH-- SIGN, 7 M WEST OF A  CULTIVATED FIELD, 1.7 M NORTHWEST
 DH5692'OF A GREEN METAL WITNESS POST, 1.7 M SOUTHWEST OF A  GREEN METAL
 DH5692'WITNESS POST, 1.2 M EAST OF A GREEN METAL WITNESS POST, AND 0.4 M WEST
 DH5692'OF A  GREEN METAL WITNESS POST.  ---NOTE--- THIS STATION HAS NO
 DH5692'VISIBLE OBSTRUCTIONS EXTENDING  HIGHER THAN 15 DEGREES ABOVE THE
 DH5692'HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1193 ***********************************************************************
 PN1193  DESIGNATION -  MARATHON
 PN1193  PID         -  PN1193
 PN1193  STATE/COUNTY-  WI/MARATHON
 PN1193  USGS QUAD   -  MARATHON (1981)
 PN1193
 PN1193                         *CURRENT SURVEY CONTROL
 PN1193  ___________________________________________________________________
 PN1193* NAD 83(1991)-  44 54 27.85856(N)    089 50 41.96973(W)     ADJUSTED  
 PN1193* NAVD 88     -       436.     (meters)    1430.     (feet)  SCALED    
 PN1193  ___________________________________________________________________
 PN1193  LAPLACE CORR-          -6.87  (seconds)                    DEFLEC99
 PN1193  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 PN1193
 PN1193  HORZ ORDER  -  FIRST
 PN1193
 PN1193.The horizontal coordinates were established by classical geodetic methods
 PN1193.and adjusted by the National Geodetic Survey in November 1991..
 PN1193
 PN1193.The orthometric height was scaled from a topographic map.
 PN1193
 PN1193.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1193
 PN1193.The geoid height was determined by GEOID03.
 PN1193
 PN1193;                    North         East     Units Scale Factor Converg.
 PN1193;SPC WI C     -   119,398.293   612,240.789   MT  0.99994086   +0 06 33.7
 PN1193;SPC WI C     -   391,725.90  2,008,659.99   sFT  0.99994086   +0 06 33.7
 PN1193;UTM  16      - 4,976,639.446   275,411.162   MT  1.00022028   -2 00 33.5
 PN1193
 PN1193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1193!SPC WI C     -   0.99993700  x   0.99994086  =   0.99987786
 PN1193!UTM  16      -   0.99993700  x   1.00022028  =   1.00015727
 PN1193
 PN1193|---------------------------------------------------------------------|
 PN1193| PID    Reference Object                     Distance      Geod. Az  |
 PN1193|                                                           dddmmss.s |
 PN1193| CJ5700 MARATHON RM 1                        22.517 METERS 07501     |
 PN1193| PN1152 MOSINEE PAPER MILLS CO STACK        APPROX.17.9 KM 1380442.2 |
 PN1193| CJ5701 MARATHON RM 2                        22.976 METERS 16532     |
 PN1193| CJ5699 MARATHON AZ MK                                     1991928.5 |
 PN1193|---------------------------------------------------------------------|
 PN1193
 PN1193                          SUPERSEDED SURVEY CONTROL
 PN1193
 PN1193  NAD 83(1986)-  44 54 27.85724(N)    089 50 41.97616(W) AD(       ) 1
 PN1193  NAD 27      -  44 54 27.97000(N)    089 50 41.52400(W) AD(       ) 1
 PN1193
 PN1193.Superseded values are not recommended for survey control.
 PN1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1193.See file dsdata.txt to determine how the superseded data were derived.
 PN1193
 PN1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7541176639(NAD 83)
 PN1193_MARKER: DS = TRIANGULATION STATION DISK
 PN1193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1193_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PN1193
 PN1193  HISTORY     - Date     Condition        Report By
 PN1193  HISTORY     - 1934     MONUMENTED       CGS
 PN1193  HISTORY     - 1952     SEE DESCRIPTION  CGS
 PN1193  HISTORY     - 1958     GOOD             CGS
 PN1193  HISTORY     - 1962     SEE DESCRIPTION  USGS
 PN1193  HISTORY     - 1971     MARK NOT FOUND   NGS
 PN1193
 PN1193                          STATION DESCRIPTION
 PN1193
 PN1193'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 PN1193'STATION IS ABOUT 1.75 MILES SOUTH-SOUTHWEST OF MARATHON, IN
 PN1193'SOUTHEAST QUARTER SEC. 13, T. 28 N., R. 5 E., ON LAND OWNED
 PN1193'BY FRANK AND JOE FISCHER, 46 FEET WEST OF CENTER LINE OF STATE
 PN1193'HIGHWAY 107, ABOUT 250 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 PN1193'OF F.A. LINDERS RANGE LINE DAIRY BARN.  28 FEET EAST-NORTHEAST
 PN1193'OF THE EAST SIDE OF A LARGE CONCRETE SILO, 23 FEET
 PN1193'WEST-NORTHWEST OF A TELEPHONE POLE, 47 FEET EAST OF THE BARN, 58
 PN1193'FEET SOUTH-SOUTHWEST OF THE CORNER POST WHERE THE
 PN1193'EAST-WEST T-FENCE JOINS THE WEST RIGHT-OF-WAY FENCE.  THE
 PN1193'MARK IS FLUSH WITH THE SURFACE.
 PN1193'
 PN1193'TO REACH FROM THE SOUTH END OF MAIN STREET IN MARATHON, GO
 PN1193'WEST AND SOUTH ON STATE HIGHWAY 107 FOR 1.6 MILES TO THE
 PN1193'STATION ON WEST SIDE OF ROAD.
 PN1193'
 PN1193'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF STATION, 24 FEET
 PN1193'EAST OF CENTER LINE OF ROAD, 1 FOOT WEST OF THE EAST RIGHT-OF-WAY
 PN1193'FENCE, 2 FEET SOUTHWEST OF A FENCE POST, AND PROJECTS 5 INCHES.
 PN1193'
 PN1193'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF STATION, 28 FEET WEST
 PN1193'OF CENTER LINE OF ROAD, 71 FEET NORTH OF A TELEPHONE POLE, 9 FEET
 PN1193'SOUTH OF THE FENCE CORNER POST, 106.08 FEET SOUTHWEST OF
 PN1193'REFERENCE MARK NO. 1, AND PROJECTS 1 INCH.
 PN1193'
 PN1193'AZIMUTH MARK IS SOUTH-SOUTHWEST OF STATION, 24 FEET NORTH OF
 PN1193'CENTER LINE OF EAST-WEST DIRT ROAD, ABOUT 0.15 MILE WEST OF
 PN1193'ITS JUNCTION WITH STATE HIGHWAY 107, IN RIGHT-OF-WAY FENCE
 PN1193'LINE, 30 FEET WEST OF A TELEPHONE POLE, AND PROJECTS 4 INCHES.
 PN1193'
 PN1193'A 100-FOOT SIGNAL AT VOIGT COMES INTO VIEW AT 15 FEET.
 PN1193'
 PN1193'AN 87-FOOT SIGNAL AT STURM COMES INTO VIEW AT 35 FEET.
 PN1193'
 PN1193'A 47-FOOT SIGNAL AT RIB IS VISIBLE FROM THE GROUND.
 PN1193'
 PN1193'A 100-FOOT SIGNAL AT EDGAR COMES INTO VIEW AT 50 FEET.
 PN1193'
 PN1193'A 100-FOOT SIGNAL AT BECKER COMES INTO VIEW AT 35 FEET.
 PN1193'
 PN1193'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 PN1193'BRONZE DISKS SET IN CONCRETE.
 PN1193
 PN1193                          STATION RECOVERY (1952)
 PN1193
 PN1193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LFW)
 PN1193'ALL MARKS WERE FOUND IN GOOD CONDITION BUT A DISCREPANCY WAS
 PN1193'FOUND IN THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS.
 PN1193'
 PN1193'A COMPLETE DESCRIPTION FOLLOWS--
 PN1193'
 PN1193'THE STATION IS LOCATED ABOUT 1.75 MILES SOUTH-SOUTHWEST OF
 PN1193'MARATHON AND 0.4 MILE NORTH OF THE JUNCTION OF STATE HIGHWAY
 PN1193'107 AND COUNTY N IN SOUTHEAST QUARTER SECTION 13 T. 28 N.,
 PN1193'R. 5 E., ON LAND OWNED BY FRED KLUMP.
 PN1193'
 PN1193'TO REACH THE STATION FROM THE SOUTH END OF MAIN STREET IN
 PN1193'MARATHON, GO WEST AND SOUTH ON STATE HIGHWAY 107 FOR 1.55 MILES
 PN1193'TO THE STATION ON THE RIGHT.
 PN1193'
 PN1193'THE STATION MARK IS STAMPED MARATHON 1934.  IT IS A STANDARD
 PN1193'DISK SET IN A SQUARE CONCRETE MONUMENT.  IT IS
 PN1193'SET FLUSH WITH THE GROUND 45 FEET WEST OF THE CENTERLINE OF
 PN1193'STATE HIGHWAY 107 AND 28 FEET EAST OF THE EAST EDGE OF A
 PN1193'CONCRETE SILO.
 PN1193'
 PN1193'REFERENCE MARK 1 IS STAMPED MARATHON NO 1 1934.  IT IS A STANDARD
 PN1193'DISK SET IN A SQUARE CONCRETE MONUMENT.
 PN1193'IT PROJECTS 3 INCHES, IS ABOUT THE SAME ELEVATION AS THE
 PN1193'STATION MARK AND IS SET 24 FEET EAST OF THE CENTERLINE OF STATE
 PN1193'HIGHWAY 107 AND 1 FOOT WEST OF A WIRE FENCE.
 PN1193'
 PN1193'REFERENCE MARK 2 IS STAMPED MARATHON NO 2 1934.  IT IS A STANDARD
 PN1193'DISK SET IN A SQUARE CONCRETE MONUMENT.
 PN1193'IT PROJECTS 2 INCHES, IS ABOUT THE SAME ELEVATION AS THE STATION
 PN1193'MARK AND IS SET 28 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 PN1193'107.
 PN1193'
 PN1193'THE AZIMUTH MARK IS A STANDARD REFERENCE DISK STAMPED MARATHON
 PN1193'AZIMUTH 1934.  IT IS SET IN A CONCRETE MONUMENT THAT PROJECTS
 PN1193'4 INCHES AND IS LOCATED IN THE SOUTH EDGE OF A CULTIVATED FIELD,
 PN1193'0.15 MILE WEST OF THE JUNCTION OF STATE HIGHWAY 107 AND COUNTY
 PN1193'HIGHWAY N, 31 FEET WEST OF A TELEPHONE POLE AND 21 FEET NORTH
 PN1193'OF THE CENTER LINE OF COUNTY HIGHWAY N.
 PN1193
 PN1193                          STATION RECOVERY (1958)
 PN1193
 PN1193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CAS)
 PN1193'REFERENCE MARK 2 STAMPED MARATHON NO 2 1934 WAS DESTROYED DURING
 PN1193'GRADING OPERATIONS ON STATE HIGHWAY 107.
 PN1193'
 PN1193'MARK WAS RETURNED TO WASHINGTON OFFICE BY WISCONSIN STATE HIGHWAY
 PN1193'ENGINEER.
 PN1193
 PN1193                          STATION RECOVERY (1962)
 PN1193
 PN1193'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 PN1193'STATION IS APPARENTLY DESTROYED.  DISTANCE FROM HIGHWAY WOULD
 PN1193'PLACE MARK IN DITCH.  ROAD HAS BEEN REBUILT.
 PN1193
 PN1193                          STATION RECOVERY (1971)
 PN1193
 PN1193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 PN1193'THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION AFTER A LONG
 PN1193'SEARCH.  REFERENCE MARK NO. 2 WAS DESTROYED BY ROAD WORK IN
 PN1193'1958.  SOME CONCRETE WAS FOUND IN THE AREA OF REFERENCE MARK
 PN1193'1 AND A SEARCH WAS MADE FOR THE STATION MARK BY USING THE DISTANCE
 PN1193'FROM THE CONCRETE AND ANGLE BETWEEN IT AND THE AZIMUTH MARK.
 PN1193'THIS WOULD HAVE PUT THE STATION MARK ABOUT 1 FOOT WEST OF THE
 PN1193'PAVEMENT AND ASSUMING THAT THE ROAD WAS GRADED DOWN THE STATION
 PN1193'MARK SHOULD BE CONSIDERED AS LOST.  THE AZIMUTH MARK WAS IN
 PN1193'THE WAY OF ROAD WORK AND WAS DESTROYED AT THE REQUEST OF THE
 PN1193'MARATHON COUNTY HIGHWAY DEPT.
 PN1193'
 PN1193'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1-1/2
 PN1193'MILES SOUTHWEST OF MARATHON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1197 ***********************************************************************
 PN1197  DESIGNATION -  MARATHON 2
 PN1197  PID         -  PN1197
 PN1197  STATE/COUNTY-  WI/MARATHON
 PN1197  USGS QUAD   -  MARATHON (1981)
 PN1197
 PN1197                         *CURRENT SURVEY CONTROL
 PN1197  ___________________________________________________________________
 PN1197* NAD 83(1991)-  44 53 18.81633(N)    089 50 41.77209(W)     ADJUSTED  
 PN1197* NAVD 88     -       433.0    (meters)    1421.     (feet)  VERTCON   
 PN1197  ___________________________________________________________________
 PN1197  LAPLACE CORR-          -7.25  (seconds)                    DEFLEC99
 PN1197  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 PN1197
 PN1197  HORZ ORDER  -  FIRST
 PN1197
 PN1197.The horizontal coordinates were established by classical geodetic methods
 PN1197.and adjusted by the National Geodetic Survey in November 1991..
 PN1197
 PN1197.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1197
 PN1197.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1197
 PN1197.The geoid height was determined by GEOID03.
 PN1197
 PN1197;                    North         East     Units Scale Factor Converg.
 PN1197;SPC WI C     -   117,267.140   612,249.194   MT  0.99994073   +0 06 33.9
 PN1197;SPC WI C     -   384,733.94  2,008,687.56   sFT  0.99994073   +0 06 33.9
 PN1197;UTM  16      - 4,974,508.843   275,340.767   MT  1.00022067   -2 00 30.9
 PN1197
 PN1197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1197!SPC WI C     -   0.99993748  x   0.99994073  =   0.99987822
 PN1197!UTM  16      -   0.99993748  x   1.00022067  =   1.00015814
 PN1197
 PN1197:                Primary Azimuth Mark                     Grid Az
 PN1197:SPC WI C     -  RIB MTN TV WSAU WAOW MAST                073 24 33.7
 PN1197:UTM  16      -  RIB MTN TV WSAU WAOW MAST                075 31 38.5
 PN1197
 PN1197|---------------------------------------------------------------------|
 PN1197| PID    Reference Object                     Distance      Geod. Az  |
 PN1197|                                                           dddmmss.s |
 PN1197| PN1168 RIB MTN TV WSAU WAOW MAST           APPROX.12.6 KM 0733107.6 |
 PN1197| CJ5702 MARATHON 2 RM 3                      14.193 METERS 19603     |
 PN1197| CJ5703 MARATHON 2 RM 4                      26.865 METERS 35104     |
 PN1197| PN1198 BUTALLA                             APPROX. 0.6 KM 3572641.0 |
 PN1197|---------------------------------------------------------------------|
 PN1197
 PN1197                          SUPERSEDED SURVEY CONTROL
 PN1197
 PN1197  NAD 83(1986)-  44 53 18.81482(N)    089 50 41.77833(W) AD(       ) 1
 PN1197  NAD 27      -  44 53 18.93112(N)    089 50 41.32299(W) AD(       ) 1
 PN1197  NGVD 29 (07/19/86)  433.0    (m)         1421.     (f) VERT ANG       
 PN1197
 PN1197.Superseded values are not recommended for survey control.
 PN1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1197.See file dsdata.txt to determine how the superseded data were derived.
 PN1197
 PN1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7534174509(NAD 83)
 PN1197_MARKER: DH = HORIZONTAL CONTROL DISK
 PN1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1197_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PN1197_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PN1197_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN1197+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2005
 PN1197
 PN1197  HISTORY     - Date     Condition        Report By
 PN1197  HISTORY     - 1980     MONUMENTED       NGS
 PN1197  HISTORY     - 19991017 GOOD             USPSQD
 PN1197  HISTORY     - 20050924 GOOD             USPSQD
 PN1197
 PN1197                          STATION DESCRIPTION
 PN1197
 PN1197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 PN1197'THE STATION IS LOCATED ABOUT 11-1/2 MILES WEST-SOUTHWEST OF
 PN1197'WAUSAU, 10 MILES NORTHWEST OF MOSINEE, 3 MILES SOUTH OF
 PN1197'MARATHON CITY AND ON THE HIGHWAY RIGHT-OF-WAY.
 PN1197'OWNERSHIP--THE STATE OF WISCONSIN.
 PN1197'
 PN1197'TO REACH THE STATION FROM THE POST OFFICE IN MARATHON CITY,
 PN1197'GO SOUTH FOR 2.1 MILES ON STATE HIGHWAY 107, TO THE JUNCTION
 PN1197'OF COUNTY ROUTE N.  CONTINUE SOUTH ON STATE HIGHWAY 107 FOR
 PN1197'0.45 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 PN1197'CONTINUE SOUTH ON STATE HIGHWAY 107 FOR 0.4 MILE TO THE
 PN1197'STATION ON THE LEFT AS DESCRIBED.
 PN1197'
 PN1197'THE STATION IS A STANDARD NGS DISK
 PN1197'STAMPED---MARATHON 2 1980---,
 PN1197'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN1197'FLUSH WITH GROUND.  IT IS LOCATED
 PN1197'19.05 METERS (62.5 FT) EAST FROM THE CENTER OF STATE HIGHWAY 107,
 PN1197'16.76 METERS (55 FT) NORTH FROM A UTILITY POLE NUMBER 2806 19L13
 PN1197'AND
 PN1197'1.22 METERS (4 FT) WEST FROM A METAL WITNESS POST.
 PN1197'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 PN1197'STAMPED---MARATHON 1934 1980---,
 PN1197'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 PN1197'
 PN1197'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 PN1197'STAMPED---MARATHON 2 NO 3 1980---,
 PN1197'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN1197'FLUSH WITH GROUND.  IT IS LOCATED
 PN1197'15.54 METERS (51 FT) EAST FROM THE CENTER OF STATE HIGHWAY 107,
 PN1197'14.48 METERS (47.5 FT) SOUTH-SOUTHWEST FROM A METAL WITNESS POST
 PN1197'AND
 PN1197'6.55 METERS (21.5 FT) WEST-NORTHWEST FROM THE UTILITY POLE NUMBER
 PN1197'2806 19L13.
 PN1197'MARK IS BELOW STATION 0.2 METERS.
 PN1197'
 PN1197'REFERENCE MARK NUMBER 4 IS A STANDARD NGS DISK
 PN1197'STAMPED---MARATHON 2 NO 4 1980---,
 PN1197'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN1197'RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED
 PN1197'27.13 METERS (89 FT) NORTH-NORTHWEST FROM A METAL WITNESS POST AND
 PN1197'14.94 METERS (49 FT) EAST FROM THE CENTER OF STATE HIGHWAY 107.
 PN1197'MARK IS BELOW STATION 0.3 METERS.
 PN1197'
 PN1197'AZIMUTH MARK NUMBER 1 IS A STANDARD WIDT DISK
 PN1197'STAMPED---BUTALLA 1979---,
 PN1197'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM IN DIAMETER
 PN1197'PROJECTING 11 CM ABOVE THE GROUND.  IT IS LOCATED
 PN1197'14.94 METERS (49 FT) WEST FROM THE CENTER OF STATE HIGHWAY 107,
 PN1197'3.35 METERS (11 FT) NORTHEAST FROM A TELEPHONE CABLE WARNING POST
 PN1197'AND
 PN1197'0.64 METER (2.1 FT) EAST FROM A METAL WITNESS POST.
 PN1197'THE UNDERGROUND AZIMUTH MARK IS A STANDARD WIDT DISK,
 PN1197'STAMPED---BUTALLA 1979---, SET INTO THE TOP OF AN IRREGULAR MASS
 PN1197'OF CONCRETE, 3.5 METERS BELOW THE SURFACE.
 PN1197'
 PN1197'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.7 METERS.
 PN1197
 PN1197                          STATION RECOVERY (1999)
 PN1197
 PN1197'RECOVERY NOTE BY US POWER SQUADRON 1999
 PN1197'RECOVERED IN GOOD CONDITION.
 PN1197
 PN1197                          STATION RECOVERY (2005)
 PN1197
 PN1197'RECOVERY NOTE BY US POWER SQUADRON 2005 (DS)
 PN1197'POST OFFICE IS NOW MARATHON STATE BANK. NO WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1195 ***********************************************************************
 PN1195  DESIGNATION -  MARATHON CITY
 PN1195  PID         -  PN1195
 PN1195  STATE/COUNTY-  WI/MARATHON
 PN1195  USGS QUAD   -  MARATHON (1981)
 PN1195
 PN1195                         *CURRENT SURVEY CONTROL
 PN1195  ___________________________________________________________________
 PN1195* NAD 83(1991)-  44 55 20.20213(N)    089 50 40.82851(W)     ADJUSTED  
 PN1195* NAVD 88     -       431.9    (meters)    1417.     (feet)  VERTCON   
 PN1195  ___________________________________________________________________
 PN1195  LAPLACE CORR-          -6.69  (seconds)                    DEFLEC99
 PN1195  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 PN1195
 PN1195  HORZ ORDER  -  SECOND
 PN1195
 PN1195.The horizontal coordinates were established by classical geodetic methods
 PN1195.and adjusted by the National Geodetic Survey in November 1991..
 PN1195
 PN1195.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1195
 PN1195.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1195
 PN1195.The geoid height was determined by GEOID03.
 PN1195
 PN1195;                    North         East     Units Scale Factor Converg.
 PN1195;SPC WI C     -   121,014.061   612,262.732   MT  0.99994103   +0 06 34.5
 PN1195;SPC WI C     -   397,026.97  2,008,731.98   sFT  0.99994103   +0 06 34.5
 PN1195;UTM  16      - 4,978,253.748   275,492.854   MT  1.00021983   -2 00 34.5
 PN1195
 PN1195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1195!SPC WI C     -   0.99993763  x   0.99994103  =   0.99987867
 PN1195!UTM  16      -   0.99993763  x   1.00021983  =   1.00015745
 PN1195
 PN1195|---------------------------------------------------------------------|
 PN1195| PID    Reference Object                     Distance      Geod. Az  |
 PN1195|                                                           dddmmss.s |
 PN1195| CJ5708 MARATHON CITY RM 3                                 00212     |
 PN1195| PN1194 MARATHON CITY TANK                   76.961 METERS 03442     |
 PN1195| CJ5705 MARATHON CITY RESERVOIR VENT                       0545542.7 |
 PN1195| CJ5704 MARATHON CITY OLD WATER TANK                       0562935.8 |
 PN1195| PN1168 RIB MTN TV WSAU WAOW MAST           APPROX.12.1 KM 0904930.4 |
 PN1195| CJ5706 MARATHON CITY RM 1                   25.158 METERS 21256     |
 PN1195| CJ5707 MARATHON CITY RM 2                   20.689 METERS 31910     |
 PN1195|---------------------------------------------------------------------|
 PN1195
 PN1195                          SUPERSEDED SURVEY CONTROL
 PN1195
 PN1195  NAD 83(1986)-  44 55 20.20063(N)    089 50 40.83484(W) AD(       ) 2
 PN1195  NAD 27      -  44 55 20.31529(N)    089 50 40.38026(W) AD(       ) 2
 PN1195  NGVD 29 (07/19/86)  431.9    (m)         1417.     (f) VERT ANG       
 PN1195
 PN1195.Superseded values are not recommended for survey control.
 PN1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1195.See file dsdata.txt to determine how the superseded data were derived.
 PN1195
 PN1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7549378254(NAD 83)
 PN1195_MARKER: DE = TRAVERSE STATION DISK
 PN1195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1195_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PN1195_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN1195+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2005
 PN1195
 PN1195  HISTORY     - Date     Condition        Report By
 PN1195  HISTORY     - 1979     MONUMENTED       WIDT
 PN1195  HISTORY     - 20010331 GOOD             NGS
 PN1195  HISTORY     - 20050924 GOOD             USPSQD
 PN1195
 PN1195                          STATION DESCRIPTION
 PN1195
 PN1195'DESCRIBED BY WI DEPT OF TRANSP 1979 (LTK)
 PN1195'THE STATION IS LOCATED AT THE SOUTH EDGE OF MARATHON CITY NEAR THE
 PN1195'LARGEST MARATHON CITY WATER TANK AND IS ABOUT 400 FEET WEST OF STH 107
 PN1195'ALONG A PAVED SIDE ROAD.
 PN1195'
 PN1195'TO REACH THE STATION FROM THE US POST OFFICE ON STH 107 IN THE CENTER
 PN1195'OF MARATHON CITY GO SOUTH AND THEN SOUTHWEST ON STH 107 FOR 0.8 MILE
 PN1195'TO A PAVED SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH ON THE
 PN1195'PAVED SIDE ROAD FOR 0.06 MILE TO STATION ON RIGHT AND EAST SIDE OF THE
 PN1195'ROAD.  THE STATION IS ON THE SIDE ROAD RIGHT OF WAY.
 PN1195'
 PN1195'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---MARATHON CITY 1979
 PN1195'---.  THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL
 PN1195'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES ABOVE GROUND.  IT IS 252.51
 PN1195'FEET SOUTHWEST OF THE LARGEST MARATHON CITY WATER TANK, 40.5 FEET
 PN1195'SOUTH OF A METAL WITNESS POST, 31.0 FEET SOUTH OF A POWER POLE, 22.0
 PN1195'FEET EAST OF THE CENTER OF THE SIDE ROAD, AND 2 FEET WEST OF A METAL
 PN1195'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 PN1195'CONCRETE 4.5 FEET BELOW GROUND.
 PN1195'
 PN1195'REFERENCE MARK 1 IS A STANDARD WIDT DISK STAMPED---MARATHON CITY RM 1
 PN1195'1979---SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 PN1195'PROJECTS 4 INCHES ABOVE GROUND.  IT IS 23.0 FEET WEST OF THE CENTER OF
 PN1195'THE SIDE ROAD AND 2 FEET NORTH OF TELEPHONE POLE---NUMBER 479---.
 PN1195'
 PN1195'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---MARATHON CITY RM 2
 PN1195'1979---SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 PN1195'PROJECTS 8 INCHES ABOVE GROUND.  IT IS 49 FEET WEST OF A METAL WITNESS
 PN1195'POST, 23.5 FEET WEST OF THE CENTER OF THE SIDE ROAD, AND 2.5 FEET
 PN1195'SOUTH OF TELEPHONE POLE---NUMBER 478---.
 PN1195'
 PN1195'REFERENCE MARK 3 IS A STANDARD WIDT DISK STAMPED---MARATHON CITY RM 3
 PN1195'1979---SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 PN1195'PROJECTS 6 INCHES ABOVE GROUND.  IT IS 22.5 FEET EAST OF THE CENTER OF
 PN1195'THE SIDE ROAD, 10 FEET NORTH NORTHWEST OF POWER POLE---NUMBER 217---,
 PN1195'AND 2 FEET WEST OF A METAL WITNESS POST.
 PN1195'
 PN1195'THE STATION, MARATHON CITY RESERVOIR VENT, IS THE APEX OF THE VENT
 PN1195'ATOP THE OLD BRICK RESERVOIR WHICH IS LOCATED NEAR THE SOUTH EDGE OF
 PN1195'MARATHON CITY ABOUT 150 FEET EAST OF STH 107.
 PN1195'
 PN1195'THE STATION, MARATHON CITY OLD WATER TANK, IS THE CENTER OF THE BALL
 PN1195'ATOP THE OLD SILVER TANK WHICH IS LOCATED NEAR THE SOUTH EDGE OF
 PN1195'MARATHON CITY ABOUT 200 FEET EAST OF STH 107.
 PN1195'
 PN1195'THE LANDMARK STATIONS DESCRIBED ABOVE, WILL NOT BE POSITIONED AND ARE
 PN1195'ONLY TO BE USED FOR AZIMUTH CONTROL AT STATION MARATHON CITY WIDT.  NO
 PN1195'AZIMUTH MARK WAS SET.  HEIGHT OF LIGHT ABOVE MARK WAS 2.28 METERS.
 PN1195
 PN1195                          STATION RECOVERY (2001)
 PN1195
 PN1195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PN1195'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PN1195
 PN1195                          STATION RECOVERY (2005)
 PN1195
 PN1195'RECOVERY NOTE BY US POWER SQUADRON 2005 (DS)
 PN1195'POST OFFICE IS NOW MARATHON STATE BANK.
 PN1195'STATION IS STAMPED MARATHON CITY 1980 AND SW OF WATER TOWER. POWER
 PN1195'POLE ON WEST SIDE OF ROAD IS NUMBER 217
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1194 ***********************************************************************
 PN1194  DESIGNATION -  MARATHON CITY TANK
 PN1194  PID         -  PN1194
 PN1194  STATE/COUNTY-  WI/MARATHON
 PN1194  USGS QUAD   -  MARATHON (1981)
 PN1194
 PN1194                         *CURRENT SURVEY CONTROL
 PN1194  ___________________________________________________________________
 PN1194* NAD 83(1991)-  44 55 22.25187(N)    089 50 38.83087(W)     ADJUSTED  
 PN1194* NAVD 88     -                                                        
 PN1194  ___________________________________________________________________
 PN1194  LAPLACE CORR-          -6.70  (seconds)                    DEFLEC99
 PN1194  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 PN1194
 PN1194  HORZ ORDER  -  THIRD
 PN1194
 PN1194.The horizontal coordinates were established by classical geodetic methods
 PN1194.and adjusted by the National Geodetic Survey in November 1991..
 PN1194
 PN1194
 PN1194.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1194
 PN1194.The geoid height was determined by GEOID03.
 PN1194
 PN1194;                    North         East     Units Scale Factor Converg.
 PN1194;SPC WI C     -   121,077.415   612,306.419   MT  0.99994104   +0 06 35.9
 PN1194;SPC WI C     -   397,234.82  2,008,875.31   sFT  0.99994104   +0 06 35.9
 PN1194;UTM  16      - 4,978,315.461   275,538.867   MT  1.00021957   -2 00 33.2
 PN1194
 PN1194                          SUPERSEDED SURVEY CONTROL
 PN1194
 PN1194  NAD 83(1986)-  44 55 22.25072(N)    089 50 38.83782(W) AD(       ) 4
 PN1194  NAD 27      -  44 55 22.36528(N)    089 50 38.38305(W) AD(       ) 3
 PN1194
 PN1194.Superseded values are not recommended for survey control.
 PN1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1194.See file dsdata.txt to determine how the superseded data were derived.
 PN1194
 PN1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7553978315(NAD 83)
 PN1194_MARKER: 51 = TANK
 PN1194_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN1194
 PN1194  HISTORY     - Date     Condition        Report By
 PN1194  HISTORY     - 1980     FIRST OBSERVED   NGS
 PN1194  HISTORY     - 19991017 GOOD             USPSQD
 PN1194  HISTORY     - 20050924 GOOD             USPSQD
 PN1194
 PN1194                          STATION DESCRIPTION
 PN1194
 PN1194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (EDW)
 PN1194'THE STATION, IS THE APEX OF VENT OF THE MARATHON CITY TANK.  IT
 PN1194'IS A SINGULAR COLUMN SPHERIOD WITH THE LETTERS MARATHON CITY
 PN1194'WRITTEN ON THE NORTH SIDE IN BLACK LETTERS.  IT IS LIGHT BLUE IN
 PN1194'COLOR AND APPROXIMATELY 125 FEET IN HEIGHT.
 PN1194'OWNERSHIP--MARATHON CITY WATER AND SEWER DEPARTMENT.
 PN1194'
 PN1194'THE STATION IS LOCATED IN THE SOUTH EDGE OF MARATHON CITY,
 PN1194'100 FEET WEST OF THE CENTER OF STATE HIGHWAY 107.
 PN1194
 PN1194                          STATION RECOVERY (1999)
 PN1194
 PN1194'RECOVERY NOTE BY US POWER SQUADRON 1999
 PN1194'RECOVERED IN GOOD CONDITION.
 PN1194
 PN1194                          STATION RECOVERY (2005)
 PN1194
 PN1194'RECOVERY NOTE BY US POWER SQUADRON 2005 (DS)
 PN1194'TANK NOW SILVER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0991 ***********************************************************************
 OM0991  DESIGNATION -  MARCE
 OM0991  PID         -  OM0991
 OM0991  STATE/COUNTY-  WI/COLUMBIA
 OM0991  USGS QUAD   -  SAND SPRING CREEK (1980)
 OM0991
 OM0991                         *CURRENT SURVEY CONTROL
 OM0991  ___________________________________________________________________
 OM0991* NAD 83(1991)-  43 33 21.24217(N)    089 12 19.67934(W)     ADJUSTED  
 OM0991* NAVD 88     -       317.     (meters)    1040.     (feet)  SCALED    
 OM0991  ___________________________________________________________________
 OM0991  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 OM0991  GEOID HEIGHT-         -35.50  (meters)                     GEOID03
 OM0991
 OM0991  HORZ ORDER  -  SECOND
 OM0991
 OM0991.The horizontal coordinates were established by classical geodetic methods
 OM0991.and adjusted by the National Geodetic Survey in November 1991..
 OM0991
 OM0991.The orthometric height was scaled from a topographic map.
 OM0991
 OM0991.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0991
 OM0991.The geoid height was determined by GEOID03.
 OM0991
 OM0991;                    North         East     Units Scale Factor Converg.
 OM0991;SPC WI S     -   173,152.104   664,194.848   MT  0.99993618   +0 32 45.3
 OM0991;SPC WI S     -   568,083.19  2,179,112.60   sFT  0.99993618   +0 32 45.3
 OM0991;UTM  16      - 4,824,912.664   321,862.838   MT  0.99999034   -1 31 12.4
 OM0991
 OM0991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0991!SPC WI S     -   0.99995587  x   0.99993618  =   0.99989205
 OM0991!UTM  16      -   0.99995587  x   0.99999034  =   0.99994621
 OM0991
 OM0991|---------------------------------------------------------------------|
 OM0991| PID    Reference Object                     Distance      Geod. Az  |
 OM0991|                                                           dddmmss.s |
 OM0991| CI9235 MARCE RM 2                           18.788 METERS 00004     |
 OM0991| OM1036 RIO MUNICIPAL TANK                  APPROX.12.8 KM 1935154.1 |
 OM0991| CI9234 MARCE RM 1                           21.540 METERS 26831     |
 OM0991| CI9233 MARCE AZ MK                                        3474955.4 |
 OM0991|---------------------------------------------------------------------|
 OM0991
 OM0991                          SUPERSEDED SURVEY CONTROL
 OM0991
 OM0991  NAD 83(1986)-  43 33 21.23514(N)    089 12 19.68721(W) AD(       ) 2
 OM0991  NAD 27      -  43 33 21.29550(N)    089 12 19.26900(W) AD(       ) 2
 OM0991
 OM0991.Superseded values are not recommended for survey control.
 OM0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0991.See file dsdata.txt to determine how the superseded data were derived.
 OM0991
 OM0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP2186324913(NAD 83)
 OM0991_MARKER: DS = TRIANGULATION STATION DISK
 OM0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0991
 OM0991  HISTORY     - Date     Condition        Report By
 OM0991  HISTORY     - 1958     MONUMENTED       CGS
 OM0991
 OM0991                          STATION DESCRIPTION
 OM0991
 OM0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM0991'THE STATION IS ABOUT 5 MILES NORTHEAST OF PARDEEVILLE, ON
 OM0991'ROAD RIGHT-OF-WAY PROPERTY.  IT IS IN THE NW CORNER OF SEC.
 OM0991'4, T 12 N., R 11 E., 29 FEET SOUTH OF THE CENTERLINE OF A
 OM0991'PAVED ROAD, 2 FEET NORTH OF A WIRE FENCE AND 5 FEET WEST
 OM0991'OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK
 OM0991'IS STAMPED MARCE 1958.
 OM0991'
 OM0991'TO REACH THE STATION FROM JUNCTION OF COUNTY HIGHWAY
 OM0991'P AND STATE HIGHWAY 146, WEST EDGEWATER STREET AND NORTH MADISON
 OM0991'STREET, IN THE EAST EDGE OF THE BUISNESS SECTION OF CAMBRIA,
 OM0991'GO NORTH ON STATE HIGHWAY 146 FOR 0.7 MILE TO A JUNCTION
 OM0991'WITH STATE HIGHWAY 33 AND A WAYSIDE PARK ON THE RIGHT.  GO
 OM0991'NORTH ON STATE HIGHWAY 33 FOR 0.15 MILE TO WHERE STATE HIGHWAY
 OM0991'33 TURNS WEST.  TURN LEFT AND GO WEST ON HIGHWAY 33 FOR 3.65
 OM0991'MILES TO THE ROSEDALE PRESBYTERIAN CHURCH ON THE LEFT.
 OM0991'CONTINUE WEST ON HIGHWAY 33 FOR 1.4 MILES TO A PAVED SIDE ROAD
 OM0991'LEFT.  TURN LEFT AND GO SOUTH ON THE PAVED ROAD FOR 0.45
 OM0991'MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 OM0991'SOUTH ON THE PAVED ROAD FOR 0.55 MILE TO A T-ROAD.
 OM0991'TURN LEFT AND GO EAST ON A PAVED ROAD FOR 0.1 MILE
 OM0991'TO THE STATION ON THE RIGHT.
 OM0991'
 OM0991'REFERENCE MARK 1 IS 29 FEET SOUTH OF THE CENTERLINE OF THE
 OM0991'PAVED ROAD, 11 FEET EAST OF A TELEPHONE POLE AND 6 INCHES
 OM0991'NORTH OF THE WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK
 OM0991'IS STAMPED MARCE NO 1 1958.
 OM0991'
 OM0991'REFERENCE MARK 2 IS 53 FEET EAST OF A POWER POLE, 32 FEET
 OM0991'NORTH OF THE CENTERLINE OF THE PAVED ROAD AND 6 INCHES SOUTH
 OM0991'OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 OM0991'STAMPED MARCE NO 2 1958.
 OM0991'
 OM0991'THE AZIMUTH MARK IS 26 FEET WEST OF THE CENTERLINE OF A
 OM0991'PAVED ROAD, 6 INCHES EAST OF A WIRE FENCE AND 3 FEET SOUTH
 OM0991'OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 OM0991'MARCE 1958.
 OM0991'
 OM0991'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5570 ***********************************************************************
 DH5570  DESIGNATION -  MARCELLON E GPS
 DH5570  PID         -  DH5570
 DH5570  STATE/COUNTY-  WI/COLUMBIA
 DH5570  USGS QUAD   -  PARDEEVILLE (1984)
 DH5570
 DH5570                         *CURRENT SURVEY CONTROL
 DH5570  ___________________________________________________________________
 DH5570* NAD 83(1997)-  43 35 05.86347(N)    089 15 32.78001(W)     ADJUSTED  
 DH5570* NAVD 88     -                                                        
 DH5570  ___________________________________________________________________
 DH5570  X           -      59,837.618 (meters)                     COMP
 DH5570  Y           -  -4,627,179.879 (meters)                     COMP
 DH5570  Z           -   4,374,972.896 (meters)                     COMP
 DH5570  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 DH5570  ELLIP HEIGHT-         244.74  (meters)          (08/01/05) GPS OBS
 DH5570  GEOID HEIGHT-         -35.60  (meters)                     GEOID03
 DH5570
 DH5570  HORZ ORDER  -  FIRST
 DH5570  ELLP ORDER  -  SECOND    CLASS I
 DH5570
 DH5570.The horizontal coordinates were established by GPS observations
 DH5570.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5570
 DH5570
 DH5570.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5570
 DH5570.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5570
 DH5570.The ellipsoidal height was determined by GPS observations
 DH5570.and is referenced to NAD 83.
 DH5570
 DH5570.The geoid height was determined by GEOID03.
 DH5570
 DH5570;                    North         East     Units Scale Factor Converg.
 DH5570;SPC WI S     -   176,340.715   659,832.476   MT  0.99993767   +0 30 32.7
 DH5570;SPC WI S     -   578,544.50  2,164,800.38   sFT  0.99993767   +0 30 32.7
 DH5570;UTM  16      - 4,828,256.717   317,618.017   MT  1.00000916   -1 33 28.5
 DH5570
 DH5570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5570!SPC WI S     -   0.99996162  x   0.99993767  =   0.99989930
 DH5570!UTM  16      -   0.99996162  x   1.00000916  =   0.99997078
 DH5570
 DH5570                          SUPERSEDED SURVEY CONTROL
 DH5570
 DH5570.No superseded survey control is available for this station.
 DH5570
 DH5570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP1761828257(NAD 83)
 DH5570_MARKER: DD = SURVEY DISK
 DH5570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5570_STAMPING: MARCELLON E GPS 1994
 DH5570_MARK LOGO: WIDT  
 DH5570_PROJECTION: FLUSH
 DH5570_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5570+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2003
 DH5570
 DH5570  HISTORY     - Date     Condition        Report By
 DH5570  HISTORY     - 1993     MONUMENTED       WI-021
 DH5570  HISTORY     - 20030812 GOOD             WIDT
 DH5570
 DH5570                          STATION DESCRIPTION
 DH5570
 DH5570'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5570'OWNERSHIP--TOWN OF MARCELLON.  TO REACH THE STATION FROM THE JUNCTION
 DH5570'OF STATE  HIGHWAY 33 WITH STATE HIGHWAY 44 SOUTH ABOUT 3 MI NORTHEAST
 DH5570'OF THE VILLAGE OF  PARDEEVILLE, GO WEST ON STATE HIGHWAY 33 FOR 0.15
 DH5570'MI TO FENSKE ROAD ON THE RIGHT,  TURN RIGHT AND GO NORTHEAST ON FENSKE
 DH5570'ROAD FOR 1.1 MI TO DOLGNER ROAD ON THE LEFT,  TURN LEFT AND GO
 DH5570'NORTHWEST ON DOLGNER ROAD FOR 0.3 MI TO BARDEN ROAD, TURN LEFT  AND GO
 DH5570'WEST ON BARDEN ROAD FOR 0.1 MI TO THE STATION ON THE RIGHT.  THE
 DH5570'STATION IS A  BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODEDIC
 DH5570'CONTROL MARKER DISK SET IN  THE TOP OF A 45-CM DIAMETER CONCRETE POST
 DH5570'ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE  STATION IS 7.0 M NORTH OF
 DH5570'THE CENTERLINE OF BARDEN ROAD, 1.3 MI EAST OF MCELTOY ROAD, 38.0  M
 DH5570'WEST OF A PLASTIC --WARNING GAS-- SIGN, 3.0 M SOUTH OF A BARBWIRE
 DH5570'FENCE, AND 3.0 M SOUTH  OF A WHITE PLASTIC WITNESS POST.
 DH5570'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS  EXTENDING HIGHER
 DH5570'THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5568 ***********************************************************************
 DH5568  DESIGNATION -  MARCELLON N GPS
 DH5568  PID         -  DH5568
 DH5568  STATE/COUNTY-  WI/COLUMBIA
 DH5568  USGS QUAD   -  OBSERVATORY HILL (1984)
 DH5568
 DH5568                         *CURRENT SURVEY CONTROL
 DH5568  ___________________________________________________________________
 DH5568* NAD 83(1997)-  43 38 34.47842(N)    089 17 44.19490(W)     ADJUSTED  
 DH5568* NAVD 88     -                                                        
 DH5568  ___________________________________________________________________
 DH5568  X           -      56,834.751 (meters)                     COMP
 DH5568  Y           -  -4,622,759.931 (meters)                     COMP
 DH5568  Z           -   4,379,619.078 (meters)                     COMP
 DH5568  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 DH5568  ELLIP HEIGHT-         222.43  (meters)          (08/01/05) GPS OBS
 DH5568  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 DH5568
 DH5568  HORZ ORDER  -  FIRST
 DH5568  ELLP ORDER  -  SECOND    CLASS I
 DH5568
 DH5568.The horizontal coordinates were established by GPS observations
 DH5568.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5568
 DH5568
 DH5568.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5568
 DH5568.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5568
 DH5568.The ellipsoidal height was determined by GPS observations
 DH5568.and is referenced to NAD 83.
 DH5568
 DH5568.The geoid height was determined by GEOID03.
 DH5568
 DH5568;                    North         East     Units Scale Factor Converg.
 DH5568;SPC WI S     -   182,752.910   656,830.198   MT  0.99994142   +0 29 02.4
 DH5568;SPC WI S     -   599,581.84  2,154,950.41   sFT  0.99994142   +0 29 02.4
 DH5568;UTM  16      - 4,834,773.564   314,848.858   MT  1.00002168   -1 35 05.2
 DH5568
 DH5568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5568!SPC WI S     -   0.99996512  x   0.99994142  =   0.99990654
 DH5568!UTM  16      -   0.99996512  x   1.00002168  =   0.99998680
 DH5568
 DH5568                          SUPERSEDED SURVEY CONTROL
 DH5568
 DH5568.No superseded survey control is available for this station.
 DH5568
 DH5568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP1484934774(NAD 83)
 DH5568_MARKER: DD = SURVEY DISK
 DH5568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5568_STAMPING: MARCELLON N GPS 1994
 DH5568_MARK LOGO: WIDT  
 DH5568_PROJECTION: FLUSH
 DH5568_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5568+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2003
 DH5568
 DH5568  HISTORY     - Date     Condition        Report By
 DH5568  HISTORY     - 1994     MONUMENTED       WI-021
 DH5568  HISTORY     - 20030712 GOOD             WIDT
 DH5568
 DH5568                          STATION DESCRIPTION
 DH5568
 DH5568'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5568'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  THE STATION IS
 DH5568'ABOUT 7 MI NORTH  OF THE VILLAGE OF PARDEEVILLE IN THE SOUTHWEST
 DH5568'QUADRANT OF THE INTERSECTION OF STATE  HIGHWAY 22 WITH COUNTY HIGHWAY
 DH5568'CM WEST (BERRY ROAD).   THE STATION IS A BRONZE  WISCONSIN DEPARTMENT
 DH5568'OF TRANSPORTATION GEODEDIC CONTROL MARKER DISK SET IN THE TOP  OF A
 DH5568'45-CM DIAMETER CONCRETE POST ABOUT 1 M BELOW THE HIGHWAY PAVEMENT.
 DH5568'THE STATION  IS 18.1 M WEST OF THE CENTERLINE OF STATE HIGHWAY 22, 36
 DH5568'M EAST OF PRIVATE ENTRANCE  --W5959--, 27.1 M NORTH OF A --R/W-- SIGN,
 DH5568'14.9 M SOUTH OF THE CENTERLINE OF COUNTY  HIGHWAY CM WEST (BERRY ROAD)
 DH5568'AND 1.0 M NORTH, SOUTHWEST, EAST OF THREE ORANGE 4X4  PLASTIC WITNESS
 DH5568'POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS  EXTENDING
 DH5568'HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR THE TREES TO THE
 DH5568'SOUTHWEST EXTENDING TO 23 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5567 ***********************************************************************
 DH5567  DESIGNATION -  MARCELLON W GPS
 DH5567  PID         -  DH5567
 DH5567  STATE/COUNTY-  WI/COLUMBIA
 DH5567  USGS QUAD   -  PARDEEVILLE (1984)
 DH5567
 DH5567                         *CURRENT SURVEY CONTROL
 DH5567  ___________________________________________________________________
 DH5567* NAD 83(1997)-  43 36 17.16127(N)    089 21 01.79510(W)     ADJUSTED  
 DH5567* NAVD 88     -                                                        
 DH5567  ___________________________________________________________________
 DH5567  X           -      52,439.244 (meters)                     COMP
 DH5567  Y           -  -4,625,731.160 (meters)                     COMP
 DH5567  Z           -   4,376,546.558 (meters)                     COMP
 DH5567  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 DH5567  ELLIP HEIGHT-         215.72  (meters)          (08/01/05) GPS OBS
 DH5567  GEOID HEIGHT-         -35.66  (meters)                     GEOID03
 DH5567
 DH5567  HORZ ORDER  -  FIRST
 DH5567  ELLP ORDER  -  SECOND    CLASS I
 DH5567
 DH5567.The horizontal coordinates were established by GPS observations
 DH5567.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5567
 DH5567
 DH5567.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5567
 DH5567.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5567
 DH5567.The ellipsoidal height was determined by GPS observations
 DH5567.and is referenced to NAD 83.
 DH5567
 DH5567.The geoid height was determined by GEOID03.
 DH5567
 DH5567;                    North         East     Units Scale Factor Converg.
 DH5567;SPC WI S     -   178,479.395   652,434.859   MT  0.99993884   +0 26 46.6
 DH5567;SPC WI S     -   585,561.15  2,140,530.03   sFT  0.99993884   +0 26 46.6
 DH5567;UTM  16      - 4,830,661.087   310,301.728   MT  1.00004265   -1 37 17.7
 DH5567
 DH5567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5567!SPC WI S     -   0.99996617  x   0.99993884  =   0.99990502
 DH5567!UTM  16      -   0.99996617  x   1.00004265  =   1.00000882
 DH5567
 DH5567                          SUPERSEDED SURVEY CONTROL
 DH5567
 DH5567.No superseded survey control is available for this station.
 DH5567
 DH5567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP1030230661(NAD 83)
 DH5567_MARKER: DD = SURVEY DISK
 DH5567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5567_STAMPING: MARCELLON W GPS 1994
 DH5567_MARK LOGO: WIDT  
 DH5567_PROJECTION: FLUSH
 DH5567_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5567+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2003
 DH5567
 DH5567  HISTORY     - Date     Condition        Report By
 DH5567  HISTORY     - 1994     MONUMENTED       WI-021
 DH5567  HISTORY     - 20030812 GOOD             WIDT
 DH5567
 DH5567                          STATION DESCRIPTION
 DH5567
 DH5567'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5567'OWNERSHIP--COLUMBIA COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5567'STATE HIGHWAY  22 WITH COUNTY HIGHWAY EE ABOUT 5 MI NORTH OF THE
 DH5567'VILLAGE OF PARDEEVILLE, GO WEST ON  COUNTY HIGHWAY EE FOR 2.8 MI TO
 DH5567'NEWTON ROAD AND THE STATION ON THE RIGHT.  THE STATION  IS A BRONZE
 DH5567'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODEDIC CONTROL MARKER DISK
 DH5567'SET  IN THE TOP OF A 45-CM DIAMETER CONCRETE POST ABOUT 1 M BELOW THE
 DH5567'HIGHWAY PAVEMENT.   THE STATION IS 10.1 M NORTH OF THE CENTERLINE OF
 DH5567'COUNTY HIGHWAY EE, 19.1 M WEST OF THE  CENTERLINE OF NEWTON ROAD, 8.0
 DH5567'M NORTHWEST OF THE TOP CENTER OF A 45-CM DIAMETER  CORRUGATED METAL
 DH5567'CULVERT PIPE,0.5 M SOUTH OF A WHITE PLASTIC WITNESS  POST AND 1.0 M
 DH5567'NORTH, SOUTHEAST AND SOUTHWEST OF THREE ORANGE 4X4 PLASTIC WITNESS
 DH5567'POSTS. ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DH5567'HIGHER THAN 20  DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0702 ***********************************************************************
 RM0702  DESIGNATION -  MARENGO LOOKOUT TOWER
 RM0702  PID         -  RM0702
 RM0702  STATE/COUNTY-  WI/ASHLAND
 RM0702  USGS QUAD   -  MINERAL LAKE (1984)
 RM0702
 RM0702                         *CURRENT SURVEY CONTROL
 RM0702  ___________________________________________________________________
 RM0702* NAD 83(1991)-  46 22 04.90107(N)    090 48 25.75577(W)     ADJUSTED  
 RM0702* NAVD 88     -                                                        
 RM0702  ___________________________________________________________________
 RM0702  LAPLACE CORR-          -4.68  (seconds)                    DEFLEC99
 RM0702  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 RM0702
 RM0702  HORZ ORDER  -  THIRD
 RM0702
 RM0702.The horizontal coordinates were established by classical geodetic methods
 RM0702.and adjusted by the National Geodetic Survey in November 1991..
 RM0702
 RM0702
 RM0702.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0702
 RM0702.The geoid height was determined by GEOID03.
 RM0702
 RM0702;                    North         East     Units Scale Factor Converg.
 RM0702;SPC WI N     -   133,841.375   537,895.077   MT  0.99995144   -0 34 56.1
 RM0702;SPC WI N     -   439,111.24  1,764,744.10   sFT  0.99995144   -0 34 56.1
 RM0702;UTM  15      - 5,137,275.929   668,665.929   MT  0.99994970   +1 35 15.1
 RM0702
 RM0702                          SUPERSEDED SURVEY CONTROL
 RM0702
 RM0702  NAD 83(1986)-  46 22 04.89690(N)    090 48 25.75227(W) AD(       ) 4
 RM0702  NAD 27      -  46 22 05.07000(N)    090 48 25.07000(W) AD(       ) 3
 RM0702
 RM0702.Superseded values are not recommended for survey control.
 RM0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0702.See file dsdata.txt to determine how the superseded data were derived.
 RM0702
 RM0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6866637276(NAD 83)
 RM0702_MARKER: 57 = LOOKOUT TOWER
 RM0702
 RM0702  HISTORY     - Date     Condition        Report By
 RM0702  HISTORY     - 1939     FIRST OBSERVED   CGS
 RM0702
 RM0702                          STATION DESCRIPTION
 RM0702
 RM0702'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0964 ***********************************************************************
 OM0964  DESIGNATION -  MARIA
 OM0964  PID         -  OM0964
 OM0964  STATE/COUNTY-  WI/GREEN LAKE
 OM0964  USGS QUAD   -  MARKESAN (1980)
 OM0964
 OM0964                         *CURRENT SURVEY CONTROL
 OM0964  ___________________________________________________________________
 OM0964* NAD 83(1991)-  43 38 57.53825(N)    088 57 22.52101(W)     ADJUSTED  
 OM0964* NAVD 88     -       320.     (meters)    1050.     (feet)  SCALED    
 OM0964  ___________________________________________________________________
 OM0964  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 OM0964  GEOID HEIGHT-         -35.51  (meters)                     GEOID03
 OM0964
 OM0964  HORZ ORDER  -  SECOND
 OM0964
 OM0964.The horizontal coordinates were established by classical geodetic methods
 OM0964.and adjusted by the National Geodetic Survey in November 1991..
 OM0964
 OM0964.The orthometric height was scaled from a topographic map.
 OM0964
 OM0964.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0964
 OM0964.The geoid height was determined by GEOID03.
 OM0964
 OM0964;                    North         East     Units Scale Factor Converg.
 OM0964;SPC WI S     -   183,751.484   684,199.157   MT  0.99994190   +0 43 01.8
 OM0964;SPC WI S     -   602,857.99  2,244,743.40   sFT  0.99994190   +0 43 01.8
 OM0964;UTM  16      - 4,834,783.740   342,236.593   MT  0.99990615   -1 21 02.0
 OM0964
 OM0964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0964!SPC WI S     -   0.99995540  x   0.99994190  =   0.99989730
 OM0964!UTM  16      -   0.99995540  x   0.99990615  =   0.99986155
 OM0964
 OM0964:                Primary Azimuth Mark                     Grid Az
 OM0964:SPC WI S     -  MARIA AZ MK                              029 58 33.9
 OM0964:UTM  16      -  MARIA AZ MK                              032 02 37.7
 OM0964
 OM0964|---------------------------------------------------------------------|
 OM0964| PID    Reference Object                     Distance      Geod. Az  |
 OM0964|                                                           dddmmss.s |
 OM0964| CI9240 MARIA AZ MK                                        0304135.7 |
 OM0964| OM0945 BRANDON MUNICIPAL TANK              APPROX.16.4 KM 0551608.6 |
 OM0964| OM0943 BRANDON EMANUEL LUTH CH SPIRE       APPROX.17.2 KM 0562222.9 |
 OM0964| CI9241 MARIA RM 1                           17.261 METERS 08733     |
 OM0964| CI9242 MARIA RM 2                           26.247 METERS 18030     |
 OM0964| OM0988 RANDOLPH MUNICIPAL TANK             APPROX.13.1 KM 1984755.4 |
 OM0964| OM0990 RANDOLPH ROCKWELL RANDOLPH TK       APPROX.13.2 KM 2000720.3 |
 OM0964| OM0986 FRIESLAND MUNICIPAL TANK            APPROX.11.2 KM 2323109.5 |
 OM0964| OM0962 MARKESAN ZION EV U B CH SPIRE       APPROX. 7.1 KM 3395519.4 |
 OM0964| OM0963 MARKESAN MUNICIPAL TANK             APPROX. 7.1 KM 3401709.3 |
 OM0964| OM0961 MARKESAN CANNING CO STACK           APPROX. 6.4 KM 3442840.0 |
 OM0964|---------------------------------------------------------------------|
 OM0964
 OM0964                          SUPERSEDED SURVEY CONTROL
 OM0964
 OM0964  NAD 83(1986)-  43 38 57.53150(N)    088 57 22.52728(W) AD(       ) 2
 OM0964  NAD 27      -  43 38 57.59080(N)    088 57 22.12850(W) AD(       ) 2
 OM0964
 OM0964.Superseded values are not recommended for survey control.
 OM0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0964.See file dsdata.txt to determine how the superseded data were derived.
 OM0964
 OM0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4223734784(NAD 83)
 OM0964_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0964
 OM0964  HISTORY     - Date     Condition        Report By
 OM0964  HISTORY     - 1958     MONUMENTED       CGS
 OM0964  HISTORY     - 20030813 MARK NOT FOUND   USPSQD
 OM0964
 OM0964                          STATION DESCRIPTION
 OM0964
 OM0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM0964'THE STATION IS ABOUT 6 MILES NORTH OF FOX LAKE, AND 4 MILES
 OM0964'SOUTH OF MARKESAN ON THE ROAD RIGHT-OF-WAY.  IT IS 28 FEET
 OM0964'WEST OF THE CENTERLINE OF COUNTY ROAD A, 24 FEET SOUTH OF A
 OM0964'TELEPHONE POLE, 1 FOOT EAST OF A WIRE FENCE, AND 5 FEET SOUTH
 OM0964'OF A WHITE WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES AND
 OM0964'THE DISK IS STAMPED MARIA 1958.
 OM0964'
 OM0964'TO REACH THE STATION FROM THE RAILROAD DEPOT IN MARKESAN,
 OM0964'GO EAST ON COUNTY ROAD S (JOHN STREET) FOR 1.45 MILES TO THE
 OM0964'JUNCTION OF COUNTY ROAD A.  TURN RIGHT AND GO SOUTH ON ROAD
 OM0964'A FOR 3.05 MILES TO A GRAVELED CROSSROAD.* CONTINUE SOUTH ON
 OM0964'COUNTY ROAD A FOR 0.4 MILE TO THE STATION ON THE RIGHT.
 OM0964'
 OM0964'*TO REACH THE AZIMUTH MARK FROM THE GRAVELED CROSSROAD, GO EAST
 OM0964'ON A GRAVELED ROAD FOR 0.25 MILE TO THE MARK ON THE LEFT.
 OM0964'
 OM0964'REFERENCE MARK 1 IS 28 FEET EAST OF THE CENTERLINE OF ROAD
 OM0964'A, 52 FEET NORTH OF A POWER POLE, AND 1 FOOT WEST OF A WIRE
 OM0964'FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MARIA
 OM0964'NO 1 1958.
 OM0964'
 OM0964'REFERENCE MARK 2 IS 86 FEET NORTH OF A TELEPHONE POLE, 29 FEET
 OM0964'WEST OF THE CENTERLINE OF ROAD A, AND 1 FOOT EAST OF A WIRE
 OM0964'FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MARIA
 OM0964'NO 2 1958.
 OM0964'
 OM0964'THE AZIMUTH MARK IS 33 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 OM0964'ROAD, 6 INCHES SOUTH OF A WIRE FENCE, AND 2 FEET WEST OF A
 OM0964'WHITE WITNESS POST.  THE MONUMENT PROJECTS 1 INCH AND THE
 OM0964'DISK IS STAMPED MARIA 1958.
 OM0964'
 OM0964'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 OM0964
 OM0964                          STATION RECOVERY (2003)
 OM0964
 OM0964'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0964'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0418 ***********************************************************************
 RM0418  DESIGNATION -  MARIE
 RM0418  PID         -  RM0418
 RM0418  STATE/COUNTY-  WI/DOUGLAS
 RM0418  USGS QUAD   -  SOLON SPRINGS (1982)
 RM0418
 RM0418                         *CURRENT SURVEY CONTROL
 RM0418  ___________________________________________________________________
 RM0418* NAD 83(1991)-  46 18 08.65809(N)    091 49 05.26008(W)     ADJUSTED  
 RM0418* NAVD 88     -       334.445  (meters)    1097.26   (feet)  ADJUSTED  
 RM0418  ___________________________________________________________________
 RM0418  LAPLACE CORR-          -7.34  (seconds)                    DEFLEC99
 RM0418  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 RM0418  DYNAMIC HT  -         334.481 (meters)    1097.38  (feet)  COMP
 RM0418  MODELED GRAV-     980,710.1   (mgal)                       NAVD 88
 RM0418
 RM0418  HORZ ORDER  -  SECOND
 RM0418  VERT ORDER  -  FIRST     CLASS II
 RM0418
 RM0418.The horizontal coordinates were established by classical geodetic methods
 RM0418.and adjusted by the National Geodetic Survey in March 1999..
 RM0418
 RM0418.The orthometric height was determined by differential leveling
 RM0418.and adjusted by the National Geodetic Survey in June 1991..
 RM0418
 RM0418.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0418
 RM0418.The geoid height was determined by GEOID03.
 RM0418
 RM0418.The dynamic height is computed by dividing the NAVD 88
 RM0418.geopotential number by the normal gravity value computed on the
 RM0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0418.degrees latitude (g = 980.6199 gals.).
 RM0418
 RM0418.The modeled gravity was interpolated from observed gravity values.
 RM0418
 RM0418;                    North         East     Units Scale Factor Converg.
 RM0418;SPC WI N     -   127,834.646   459,950.550   MT  0.99994810   -1 18 41.6
 RM0418;SPC WI N     -   419,404.17  1,509,021.10   sFT  0.99994810   -1 18 41.6
 RM0418;UTM  15      - 5,128,326.387   591,014.980   MT  0.99970183   +0 51 16.4
 RM0418
 RM0418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0418!SPC WI N     -   0.99995180  x   0.99994810  =   0.99989991
 RM0418!UTM  15      -   0.99995180  x   0.99970183  =   0.99965365
 RM0418
 RM0418|---------------------------------------------------------------------|
 RM0418| PID    Reference Object                     Distance      Geod. Az  |
 RM0418|                                                           dddmmss.s |
 RM0418| RM0298 PHELPS                               16.189 METERS 07900     |
 RM0418| CJ3275 MARIE AZ MK                                        2722102.4 |
 RM0418| RM0419 MARIE RM 1                           18.537 METERS 33428     |
 RM0418|---------------------------------------------------------------------|
 RM0418
 RM0418                          SUPERSEDED SURVEY CONTROL
 RM0418
 RM0418  NAD 83(1991)-  46 18 08.65676(N)    091 49 05.25978(W) AD(       ) 2
 RM0418  NAD 83(1986)-  46 18 08.65183(N)    091 49 05.25625(W) AD(       ) 2
 RM0418  NAD 27      -  46 18 08.86400(N)    091 49 04.58200(W) AD(       ) 2
 RM0418
 RM0418.Superseded values are not recommended for survey control.
 RM0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0418.See file dsdata.txt to determine how the superseded data were derived.
 RM0418
 RM0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM9101528326(NAD 83)
 RM0418_MARKER: DS = TRIANGULATION STATION DISK
 RM0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0418_SP_SET: CONCRETE POST
 RM0418_STAMPING: MARIE 1953
 RM0418_PROJECTION: PROJECTING 10 CENTIMETERS
 RM0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0418+STABILITY: SURFACE MOTION
 RM0418
 RM0418  HISTORY     - Date     Condition        Report By
 RM0418  HISTORY     - 1953     MONUMENTED       CGS
 RM0418  HISTORY     - 1979     GOOD             NGS
 RM0418
 RM0418                          STATION DESCRIPTION
 RM0418
 RM0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 RM0418'THE STATION IS LOCATED ABOUT 14 MILES NORTH OF THE VILLAGE
 RM0418'OF MINONG AND 3 MILES SOUTH OF THE VILLAGE OF SOLON SPRINGS.
 RM0418'IT IS 65 FEET WEST OF THE WEST RAIL OF A RAILROAD TRACK,
 RM0418'32 FEET SOUTH OF THE CENTERLINE OF A TRACK ROAD AND 4 FEET
 RM0418'NORTH OF A WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE
 RM0418'DISK IS STAMPED MARIE 1953.
 RM0418'
 RM0418'REFERENCE MARK NO 1 IS 77 FEET WEST OF THE WEST RAIL OF A
 RM0418'RAILROAD TRACK AND 24 FEET NORTH OF THE CENTERLINE OF A
 RM0418'TRACK ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 RM0418'STAMPED MARIE NO 1 1953.
 RM0418'
 RM0418'PHELPS 1921 IS 22 FEET SOUTH OF THE CENTERLINE OF
 RM0418'A TRACK ROAD AND 11 FEET WEST OF THE WEST RAIL OF A RAILROAD
 RM0418'TRACK.  IT IS A U.S.C. AND G.S. STATION MARK DISK SET IN
 RM0418'A SQUARE BLOCK OF CONCRETE AND IT IS FLUSH WITH THE SURFACE
 RM0418'OF THE GROUND.  THE MARK IS STAMPED PHELPS 1921 ELEV. 1096.327
 RM0418'FT.
 RM0418'
 RM0418'A TRAVERSE WAS MADE FROM TRIANGULATION STATION MARIE TO PHELPS
 RM0418'1921 AND THE DISTANCE IS SHOWN ABOVE.
 RM0418'
 RM0418'AZIMUTH MARK IS 20 FEET NORTH OF THE CENTERLINE OF A TRACKROAD
 RM0418'AND 2 FEET SOUTH OF A WITNESS POST.  THE MARK PROJECTS 6
 RM0418'INCHES AND THE DISK IS STAMPED MARIE 1953.
 RM0418'
 RM0418'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 53 AND COUNTY ROUTE
 RM0418'A IN THE VILLAGE OF SOLON SPRINGS, GO SOUTH ON U.S. HIGHWAY 53
 RM0418'FOR 3.4 MILES TO A SIDE ROAD ON THE RIGHT, TURN RIGHT (WEST)
 RM0418'FOR 0.3 MILE TO A RAILROAD CROSSING AND THE STATION ON THE
 RM0418'WEST SIDE OF THE TRACK.
 RM0418'
 RM0418'PHELPS IS A 1921 FIRST ORDER TRAVERSE STATION.
 RM0418'
 RM0418'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 RM0418
 RM0418                          STATION RECOVERY (1979)
 RM0418
 RM0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RM0418'4.5 MI NORTH FROM GORDON.
 RM0418'4.2 MILES NORTH ALONG U.S. HIGHWAY 53 FROM THE JUNCTION OF COUNTY ROAD
 RM0418'Y IN GORDON, THENCE 0.3 MILE WEST ALONG A GRAVEL ROAD, AT THE SOO LINE
 RM0418'RAILROAD CROSSING, ALSO 3.65 MILES SOUTH ALONG U.S. HIGHWAY 53 FROM
 RM0418'THE JUNCTION OF COUNTY ROAD A IN SOLON SPRINGS, THENCE 0.3 MILE WEST
 RM0418'ALONG A GRAVEL ROAD, 65.3 FT. SOUTHWEST OF THE SOUTHWEST RAIL,
 RM0418'32.0 FT. SOUTH OF THE CENTERLINE OF THE ROAD.
 RM0418'THE MARK IS 1 FT  N FROM A WITNESS POST.
 RM0418'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0202 ***********************************************************************
 QM0202  DESIGNATION -  MARIE
 QM0202  PID         -  QM0202
 QM0202  STATE/COUNTY-  WI/ONEIDA
 QM0202  USGS QUAD   -  STARKS (1982)
 QM0202
 QM0202                         *CURRENT SURVEY CONTROL
 QM0202  ___________________________________________________________________
 QM0202* NAD 83(1991)-  45 39 50.22675(N)    089 11 08.84757(W)     ADJUSTED  
 QM0202* NAVD 88     -       495.412  (meters)    1625.36   (feet)  ADJUSTED  
 QM0202  ___________________________________________________________________
 QM0202  LAPLACE CORR-          -5.11  (seconds)                    DEFLEC99
 QM0202  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 QM0202  DYNAMIC HT  -         495.380 (meters)    1625.26  (feet)  COMP
 QM0202  MODELED GRAV-     980,535.4   (mgal)                       NAVD 88
 QM0202
 QM0202  HORZ ORDER  -  FIRST
 QM0202  VERT ORDER  -  FIRST     CLASS II
 QM0202
 QM0202.The horizontal coordinates were established by classical geodetic methods
 QM0202.and adjusted by the National Geodetic Survey in November 1991..
 QM0202
 QM0202.The orthometric height was determined by differential leveling
 QM0202.and adjusted by the National Geodetic Survey in June 1991..
 QM0202
 QM0202.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0202
 QM0202.The geoid height was determined by GEOID03.
 QM0202
 QM0202.The dynamic height is computed by dividing the NAVD 88
 QM0202.geopotential number by the normal gravity value computed on the
 QM0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0202.degrees latitude (g = 980.6199 gals.).
 QM0202
 QM0202.The modeled gravity was interpolated from observed gravity values.
 QM0202
 QM0202;                    North         East     Units Scale Factor Converg.
 QM0202;SPC WI N     -    55,595.324   663,449.904   MT  0.99998376   +0 35 14.4
 QM0202;SPC WI N     -   182,398.99  2,176,668.56   sFT  0.99998376   +0 35 14.4
 QM0202;UTM  16      - 5,059,034.951   329,728.365   MT  0.99995645   -1 33 49.6
 QM0202
 QM0202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0202!SPC WI N     -   0.99992743  x   0.99998376  =   0.99991119
 QM0202!UTM  16      -   0.99992743  x   0.99995645  =   0.99988388
 QM0202
 QM0202:                Primary Azimuth Mark                     Grid Az
 QM0202:SPC WI N     -  POLLARD                                  075 09 17.0
 QM0202:UTM  16      -  POLLARD                                  077 18 21.0
 QM0202
 QM0202|---------------------------------------------------------------------|
 QM0202| PID    Reference Object                     Distance      Geod. Az  |
 QM0202|                                                           dddmmss.s |
 QM0202| QM0203 POLLARD                             APPROX. 1.0 KM 0754431.4 |
 QM0202|---------------------------------------------------------------------|
 QM0202
 QM0202                          SUPERSEDED SURVEY CONTROL
 QM0202
 QM0202  NAD 83(1986)-  45 39 50.22178(N)    089 11 08.84548(W) AD(       ) 1
 QM0202  NAD 27      -  45 39 50.38100(N)    089 11 08.40000(W) AD(       ) 1
 QM0202  NGVD 29 (??/??/92)  495.395  (m)         1625.31   (f) ADJ UNCH    1 2
 QM0202
 QM0202.Superseded values are not recommended for survey control.
 QM0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0202.See file dsdata.txt to determine how the superseded data were derived.
 QM0202
 QM0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR2972859035(NAD 83)
 QM0202_MARKER: DS = TRIANGULATION STATION DISK
 QM0202_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QM0202_SP_SET: RAIL
 QM0202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0202
 QM0202  HISTORY     - Date     Condition        Report By
 QM0202  HISTORY     - 1921     MONUMENTED       CGS
 QM0202  HISTORY     - 1922     GOOD             NGS
 QM0202  HISTORY     - 1934     GOOD             NGS
 QM0202  HISTORY     - 1952     MARK NOT FOUND   CGS
 QM0202  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0202
 QM0202                          STATION DESCRIPTION
 QM0202
 QM0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0202'STATION IS ABOUT 1-1/2 MILES E OF STARKS, ON THE EXTENSION OF THE
 QM0202'S RAIL FROM THE W, AT THE FIRST CURVE E OF STARKS, 80 METERS E OF
 QM0202'THE POINT OF TANGENCY AND 3.965 METERS (13.01 FEET) S OF THE
 QM0202'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY.
 QM0202'
 QM0202'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 QM0202'CONCRETE.
 QM0202'
 QM0202'REFERENCE MARK IS ON THE N SIDE OF THE RAILROAD.
 QM0202'
 QM0202'UNDERGROUND MARK IS A REFERENCE MARK DISK SET IN CONCRETE.
 QM0202
 QM0202                          STATION RECOVERY (1922)
 QM0202
 QM0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 QM0202'1.6 MI E FROM STARKS.
 QM0202'ABOUT 1 1/2 MILES EAST OF STARKS, ON THE EXTENSION OF THE SOUTH
 QM0202'RAIL FROM THE WEST, AT THE FIRST CURVE EAST OF STARKS, 80
 QM0202'METERS EAST OF THE P.T., AND 3.965 M (13.01 FT.) SOUTH OF THE
 QM0202'SOUTH RAIL OF THE M. ST. P. AND S. S. M. RY.
 QM0202
 QM0202                          STATION RECOVERY (1934)
 QM0202
 QM0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QM0202'RECOVERED IN GOOD CONDITION.
 QM0202
 QM0202                          STATION RECOVERY (1952)
 QM0202
 QM0202'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QM0202'LOCATION OF THIS STATION IS IN LOW SWAMP AREA, DUE TO THE HIGH
 QM0202'WATER AND TALL SWAMP GRASS, THE MARKS WERE NOT RECOVERED.  IT
 QM0202'WAS IMPOSSIBLE TO MAKE A GOOD SEARCH FOR THESE MARKS.
 QM0202
 QM0202                          STATION RECOVERY (1985)
 QM0202
 QM0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0419 ***********************************************************************
 RM0419  DESIGNATION -  MARIE RM 1
 RM0419  PID         -  RM0419
 RM0419  STATE/COUNTY-  WI/DOUGLAS
 RM0419  USGS QUAD   -  SOLON SPRINGS (1982)
 RM0419
 RM0419                         *CURRENT SURVEY CONTROL
 RM0419  ___________________________________________________________________
 RM0419* NAD 83(1986)-  46 18 10.     (N)    091 49 10.     (W)     SCALED    
 RM0419* NAVD 88     -       334.312  (meters)    1096.82   (feet)  ADJUSTED  
 RM0419  ___________________________________________________________________
 RM0419  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 RM0419  DYNAMIC HT  -         334.348 (meters)    1096.94  (feet)  COMP
 RM0419  MODELED GRAV-     980,710.2   (mgal)                       NAVD 88
 RM0419
 RM0419  VERT ORDER  -  FIRST     CLASS II
 RM0419
 RM0419.The horizontal coordinates were scaled from a topographic map and have
 RM0419.an estimated accuracy of +/- 6 seconds.
 RM0419
 RM0419.The orthometric height was determined by differential leveling
 RM0419.and adjusted by the National Geodetic Survey in June 1991..
 RM0419
 RM0419.The geoid height was determined by GEOID03.
 RM0419
 RM0419.The dynamic height is computed by dividing the NAVD 88
 RM0419.geopotential number by the normal gravity value computed on the
 RM0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0419.degrees latitude (g = 980.6199 gals.).
 RM0419
 RM0419.The modeled gravity was interpolated from observed gravity values.
 RM0419
 RM0419;                    North         East    Units  Estimated Accuracy
 RM0419;SPC WI N     -   127,880.      459,850.      MT  (+/- 180 meters Scaled)
 RM0419
 RM0419                          SUPERSEDED SURVEY CONTROL
 RM0419
 RM0419.No superseded survey control is available for this station.
 RM0419
 RM0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM909283(NAD 83)
 RM0419_MARKER: DR = REFERENCE MARK DISK
 RM0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0419_SP_SET: CONCRETE POST
 RM0419_STAMPING: MARIE NO 1 1953
 RM0419_PROJECTION: PROJECTING 10 CENTIMETERS
 RM0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0419+STABILITY: SURFACE MOTION
 RM0419
 RM0419  HISTORY     - Date     Condition        Report By
 RM0419  HISTORY     - 1953     MONUMENTED       CGS
 RM0419  HISTORY     - 1979     GOOD             NGS
 RM0419
 RM0419                          STATION DESCRIPTION
 RM0419
 RM0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RM0419'4.5 MI NORTH FROM GORDON.
 RM0419'4.2 MILES NORTH ALONG U.S. HIGHWAY 53 FROM THE JUNCTION OF COUNTY ROAD
 RM0419'Y IN GORDON, THENCE 0.3 MILE WEST ALONG A GRAVEL ROAD, AT THE SOO LINE
 RM0419'RAILROAD CROSSING, 77.2 FT. SOUTHWEST OF THE SOUTHWEST RAIL, 24.1 FT.
 RM0419'NORTH OF THE CENTERLINE OF THE ROAD.
 RM0419'THE MARK IS 1 FT  S FROM A WITNESS POST.
 RM0419'THE MARK IS 1 FT BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5055 ***********************************************************************
 DH5055  DESIGNATION -  MARIETTA C GPS
 DH5055  PID         -  DH5055
 DH5055  STATE/COUNTY-  WI/CRAWFORD
 DH5055  USGS QUAD   -  STEUBEN (1983)
 DH5055
 DH5055                         *CURRENT SURVEY CONTROL
 DH5055  ___________________________________________________________________
 DH5055* NAD 83(1997)-  43 10 01.46531(N)    090 45 44.72140(W)     ADJUSTED  
 DH5055* NAVD 88     -                                                        
 DH5055  ___________________________________________________________________
 DH5055  X           -     -62,001.116 (meters)                     COMP
 DH5055  Y           -  -4,659,086.071 (meters)                     COMP
 DH5055  Z           -   4,341,267.627 (meters)                     COMP
 DH5055  LAPLACE CORR-          -6.94  (seconds)                    DEFLEC99
 DH5055  ELLIP HEIGHT-         306.56  (meters)          (08/01/05) GPS OBS
 DH5055  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 DH5055
 DH5055  HORZ ORDER  -  FIRST
 DH5055  ELLP ORDER  -  SECOND    CLASS I
 DH5055
 DH5055.The horizontal coordinates were established by GPS observations
 DH5055.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5055
 DH5055
 DH5055.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5055
 DH5055.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5055
 DH5055.The ellipsoidal height was determined by GPS observations
 DH5055.and is referenced to NAD 83.
 DH5055
 DH5055.The geoid height was determined by GEOID03.
 DH5055
 DH5055;                    North         East     Units Scale Factor Converg.
 DH5055;SPC WI S     -   129,933.925   538,004.561   MT  0.99994086   -0 31 25.9
 DH5055;SPC WI S     -   426,291.55  1,765,103.30   sFT  0.99994086   -0 31 25.9
 DH5055;UTM  15      - 4,781,798.757   681,889.349   MT  1.00000700   +1 31 52.3
 DH5055
 DH5055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5055!SPC WI S     -   0.99995193  x   0.99994086  =   0.99989279
 DH5055!UTM  15      -   0.99995193  x   1.00000700  =   0.99995893
 DH5055
 DH5055                          SUPERSEDED SURVEY CONTROL
 DH5055
 DH5055.No superseded survey control is available for this station.
 DH5055
 DH5055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8188981799(NAD 83)
 DH5055_MARKER: DD = SURVEY DISK
 DH5055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5055_STAMPING: MARIETTA C GPS 2004
 DH5055_MARK LOGO: WIDT  
 DH5055_PROJECTION: FLUSH
 DH5055_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5055+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2005
 DH5055
 DH5055  HISTORY     - Date     Condition        Report By
 DH5055  HISTORY     - 2003     MONUMENTED       WIDT
 DH5055  HISTORY     - 20051227 GOOD             WIDT
 DH5055
 DH5055                          STATION DESCRIPTION
 DH5055
 DH5055'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5055'OWNERSHIP--CRAWFORD COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5055'STATE  HIGHWAY 60 WITH COUNTY HIGHWAY E ABOUT 1 MI NORTHWEST OF THE
 DH5055'CITY OF BOSCOBEL, GO  NORTHWEST ON COUNTY HIGHWAY E FOR 2.4 MI TO
 DH5055'PLEASANT MOUND ROAD ON THE LEFT,  CONTINUE NORTHWEST ON COUNTY HIGHWAY
 DH5055'E FOR 0.1 MI TO THE STATION ON THE LEFT.  THE  STATION IS A BRONZE
 DH5055'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY  CONTROL
 DH5055'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT 1
 DH5055'M  ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 8.0 M SOUTHWEST OF THE
 DH5055'CENTERLINE OF  COUNTY HIGHWAY E, 91 M SOUTHEAST OF THE EXTENDED
 DH5055'CENTERLINE OF A FIELD ENTRANCE, 13.4 M  NORTHWEST OF A --CAUTION
 DH5055'TELEPHONE CABLE UNDERGROUND-- SIGN, 1 M NORTHEAST OF A  CULTIVATED
 DH5055'FIELD, 1.0 M SOUTH OF AN ORANGE 4X4 PLASTIC WITNESS POST, 1.0 M WEST
 DH5055'OF AN  ORANGE 4X4 PLASTIC WITNESS POST AND 1.0 M NORTHEAST OF AN
 DH5055'ORANGE 4X4 PLASTIC WITNESS  POST.  ---NOTE--- THIS STATION HAS NO
 DH5055'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15  DEGREES ABOVE THE
 DH5055'HORIZON.
 DH5055
 DH5055                          STATION RECOVERY (2005)
 DH5055
 DH5055'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5055'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5339 ***********************************************************************
 DH5339  DESIGNATION -  MARIETTA S GPS
 DH5339  PID         -  DH5339
 DH5339  STATE/COUNTY-  WI/CRAWFORD
 DH5339  USGS QUAD   -  STEUBEN (1983)
 DH5339
 DH5339                         *CURRENT SURVEY CONTROL
 DH5339  ___________________________________________________________________
 DH5339* NAD 83(1997)-  43 07 42.04688(N)    090 47 31.24112(W)     ADJUSTED  
 DH5339* NAVD 88     -                                                        
 DH5339  ___________________________________________________________________
 DH5339  X           -     -64,447.466 (meters)                     COMP
 DH5339  Y           -  -4,661,968.860 (meters)                     COMP
 DH5339  Z           -   4,338,103.351 (meters)                     COMP
 DH5339  LAPLACE CORR-          -6.51  (seconds)                    DEFLEC99
 DH5339  ELLIP HEIGHT-         269.85  (meters)          (08/01/05) GPS OBS
 DH5339  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 DH5339
 DH5339  HORZ ORDER  -  FIRST
 DH5339  ELLP ORDER  -  SECOND    CLASS I
 DH5339
 DH5339.The horizontal coordinates were established by GPS observations
 DH5339.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5339
 DH5339
 DH5339.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5339
 DH5339.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5339
 DH5339.The ellipsoidal height was determined by GPS observations
 DH5339.and is referenced to NAD 83.
 DH5339
 DH5339.The geoid height was determined by GEOID03.
 DH5339
 DH5339;                    North         East     Units Scale Factor Converg.
 DH5339;SPC WI S     -   125,654.354   535,557.793   MT  0.99994383   -0 32 39.1
 DH5339;SPC WI S     -   412,250.99  1,757,075.86   sFT  0.99994383   -0 32 39.1
 DH5339;UTM  15      - 4,777,433.958   679,597.445   MT  0.99999681   +1 30 35.5
 DH5339
 DH5339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5339!SPC WI S     -   0.99995768  x   0.99994383  =   0.99990152
 DH5339!UTM  15      -   0.99995768  x   0.99999681  =   0.99995449
 DH5339
 DH5339                          SUPERSEDED SURVEY CONTROL
 DH5339
 DH5339.No superseded survey control is available for this station.
 DH5339
 DH5339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH7959777434(NAD 83)
 DH5339_MARKER: DD = SURVEY DISK
 DH5339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5339_STAMPING: MARIETTA S GPS 2004
 DH5339_MARK LOGO: WIDT  
 DH5339_PROJECTION: FLUSH
 DH5339_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5339+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5339
 DH5339  HISTORY     - Date     Condition        Report By
 DH5339  HISTORY     - 2003     MONUMENTED       WIDT
 DH5339
 DH5339                          STATION DESCRIPTION
 DH5339
 DH5339'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5339'OWNERSHIP--TOWN OF MARIETTA.  TO REACH THE STATION FROM THE JUNCTION
 DH5339'OF STATE HIGHWAY  60 WITH STATE HIGHWAY 131 ABOUT 2 MI NORTHEAST OF
 DH5339'THE VILLAGE OF WAUZEKA, GO EAST ON  STATE HIGHWAY 60 FOR 3.85 MI TO
 DH5339'PLEASANT RIDGE ROAD ON THE LEFT, TURN LEFT AND GO NORTH  ON PLEASANT
 DH5339'RIDGE ROAD FOR 0.8 MI TO THE STATION ON THE LEFT.  THE STATION IS A
 DH5339'BRONZE  WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DH5339'STATION DISK SET IN  THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT
 DH5339'LEVEL WITH THE ROAD PAVEMENT.  THE  STATION IS 6.0 M WEST OF THE
 DH5339'CENTERLINE OF PLEASANT RIDGE ROAD, 75 M SOUTH THE OF TOP  CENTER OF A
 DH5339'40-CM DIAMETER CORRUGATED METAL CULVERT PIPE, 0.9 M NORTH OF AN ORANGE
 DH5339'4X4  PLASTIC WITNESS POST, 0.9 M SOUTH OF AN ORANGE 4X4 PLASTIC
 DH5339'WITNESS POST, AND 0.3 M  NORTHWEST OF RIVERVIEW LANE.  ---NOTE---THIS
 DH5339'STATION HAS NO VISIBLE OBSTRUCTIONS  EXTENDING HIGHER THAN 15 DEGREES
 DH5339'ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0912 ***********************************************************************
 PN0912  DESIGNATION -  MARIJON
 PN0912  PID         -  PN0912
 PN0912  STATE/COUNTY-  WI/CALUMET
 PN0912  USGS QUAD   -  CHILTON (1992)
 PN0912
 PN0912                         *CURRENT SURVEY CONTROL
 PN0912  ___________________________________________________________________
 PN0912* NAD 83(1991)-  44 00 01.15126(N)    088 13 03.66960(W)     ADJUSTED  
 PN0912* NAVD 88     -       297.     (meters)     974.     (feet)  SCALED    
 PN0912  ___________________________________________________________________
 PN0912  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 PN0912  GEOID HEIGHT-         -35.98  (meters)                     GEOID03
 PN0912
 PN0912  HORZ ORDER  -  THIRD
 PN0912
 PN0912.The horizontal coordinates were established by classical geodetic methods
 PN0912.and adjusted by the National Geodetic Survey in November 1991..
 PN0912
 PN0912.The orthometric height was scaled from a topographic map.
 PN0912
 PN0912.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0912
 PN0912.The geoid height was determined by GEOID03.
 PN0912
 PN0912;                    North         East     Units Scale Factor Converg.
 PN0912;SPC WI S     -   223,750.259   742,939.139   MT  0.99998720   +1 13 28.7
 PN0912;SPC WI S     -   734,087.31  2,437,459.49   sFT  0.99998720   +1 13 28.7
 PN0912;UTM  16      - 4,872,629.066   402,373.363   MT  0.99971722   -0 50 45.4
 PN0912
 PN0912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0912!SPC WI S     -   0.99995907  x   0.99998720  =   0.99994627
 PN0912!UTM  16      -   0.99995907  x   0.99971722  =   0.99967630
 PN0912
 PN0912|---------------------------------------------------------------------|
 PN0912| PID    Reference Object                     Distance      Geod. Az  |
 PN0912|                                                           dddmmss.s |
 PN0912| CJ5709 MARIJON RM 1                          8.091 METERS 07822     |
 PN0912| OM0668 CHARLESBURG ST CHARLES CATH CH      APPROX. 4.9 KM 1334515.9 |
 PN0912| OM0665 MARYTOWN ST MARYS CATH CH           APPROX. 9.9 KM 1733235.8 |
 PN0912| PN0911 TT 18 RGS USGS 1953                 217.316 METERS 26345     |
 PN0912| CJ5710 MARIJON RM 2                         10.823 METERS 26426     |
 PN0912|---------------------------------------------------------------------|
 PN0912
 PN0912                          SUPERSEDED SURVEY CONTROL
 PN0912
 PN0912  NAD 83(1986)-  44 00 01.14277(N)    088 13 03.66807(W) AD(       ) 3
 PN0912  NAD 27      -  44 00 01.17200(N)    088 13 03.30100(W) AD(       ) 3
 PN0912
 PN0912.Superseded values are not recommended for survey control.
 PN0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0912.See file dsdata.txt to determine how the superseded data were derived.
 PN0912
 PN0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0237372629(NAD 83)
 PN0912_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PN0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0912_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0912+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2003
 PN0912
 PN0912  HISTORY     - Date     Condition        Report By
 PN0912  HISTORY     - 1953     MONUMENTED       CGS
 PN0912  HISTORY     - 20030630 GOOD             USPSQD
 PN0912
 PN0912                          STATION DESCRIPTION
 PN0912
 PN0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PN0912'STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF CHILTON ON
 PN0912'HIGHWAY PROPERTY.  IT IS 39 FEET NORTH OF THE CENTER OF U.S.
 PN0912'HIGHWAY 151, 17 FEET EAST OF A 16 INCH MAPLE TREE, 6 FEET
 PN0912'SOUTHWEST OF A WHITE WITNESS POST AND 5 FEET SOUTH OF A
 PN0912'FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED MARIJON
 PN0912'1953.
 PN0912'
 PN0912'REFERENCE MARK NO. 1 IS 43 FEET NORTH OF THE CENTER OF U.S.
 PN0912'HIGHWAY 151, 4 FEET EAST OF A 16 INCH MAPLE TREE AND 1 FOOT
 PN0912'SOUTH OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISKIS
 PN0912'STAMPED MARIJON NO 1 1953.
 PN0912'
 PN0912'REFERENCE MARK NO. 2 IS 35 FEET NORTH OF THE CENTER OF U.S.
 PN0912'HIGHWAY 151, 5 FEET NORTHEAST OF A TELEPHONE POLE AND 2
 PN0912'FEET NORTHEAST OF A FENCE CORNER.  THE MARK IS FLUSH AND
 PN0912'THE DISK IS STAMPED MARIJON NO 2 1953.
 PN0912'
 PN0912'TT 18 RGS (USGS) BM WAS USED AS AN AZIMUTH MARK.  IT IS 32
 PN0912'FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 151, 3 FEET EAST
 PN0912'OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCE LINE.
 PN0912'THE MARK IS A 6X6 INCH CONCRETE POST THAT PROJECTS 4 INCHES
 PN0912'WITH A BRONZE U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED
 PN0912'TT 18 RGS 1931 982 (FEET ELEVATION).
 PN0912'
 PN0912'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 PN0912'151 AND STATE HIGHWAY 57 IN CHILTON, GO WEST AND SOUTH
 PN0912'ON HIGHWAY 151 FOR 3.4 MILES TO THE STATION ON THE RIGHT
 PN0912'AS DESCRIBED.
 PN0912'
 PN0912'TO REACH TT 18 RGS (USGS) BM FROM THE STATION CONTINUE ON
 PN0912'HIGHWAY 151 FOR 0.15 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 PN0912'
 PN0912'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PN0912
 PN0912                          STATION RECOVERY (2003)
 PN0912
 PN0912'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0912'THE STATION, RM 2, AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 PN0912'THE STATION IS WEST OF THE RESIDENCE AT 3575, ABOUT 33 FEET
 PN0912'EAST-NORTHEAST OF UTILITY POLE NUMBER 1819-27W6, 11 FEET NORTHEAST OF
 PN0912'A METAL RIGHT-OF-WAY POST, AND 4 INCHES UNDER GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0542 ***********************************************************************
 QL0542  DESIGNATION -  MARINETTE CO COURTHOUSE DOME
 QL0542  PID         -  QL0542
 QL0542  STATE/COUNTY-  WI/MARINETTE
 QL0542  USGS QUAD   -  MARINETTE WEST (1975)
 QL0542
 QL0542                         *CURRENT SURVEY CONTROL
 QL0542  ___________________________________________________________________
 QL0542* NAD 83(1991)-  45 06 00.29795(N)    087 38 00.58439(W)     ADJUSTED  
 QL0542* NAVD 88     -                                                        
 QL0542  ___________________________________________________________________
 QL0542  LAPLACE CORR-          -4.06  (seconds)                    DEFLEC99
 QL0542  GEOID HEIGHT-         -36.93  (meters)                     GEOID03
 QL0542
 QL0542  HORZ ORDER  -  THIRD
 QL0542
 QL0542.The horizontal coordinates were established by classical geodetic methods
 QL0542.and adjusted by the National Geodetic Survey in November 1991..
 QL0542
 QL0542
 QL0542.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0542
 QL0542.The geoid height was determined by GEOID03.
 QL0542
 QL0542;                    North         East     Units Scale Factor Converg.
 QL0542;SPC WI C     -   143,474.794   786,230.264   MT  0.99994833   +1 40 11.1
 QL0542;SPC WI C     -   470,716.89  2,579,490.46   sFT  0.99994833   +1 40 11.1
 QL0542;UTM  16      - 4,994,263.606   450,157.852   MT  0.99963055   -0 26 55.5
 QL0542
 QL0542                          SUPERSEDED SURVEY CONTROL
 QL0542
 QL0542  NAD 83(1986)-  45 06 00.29412(N)    087 38 00.58397(W) AD(       ) 4
 QL0542  NAD 27      -  45 06 00.35000(N)    087 38 00.20000(W) AD(       ) 3
 QL0542
 QL0542.Superseded values are not recommended for survey control.
 QL0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0542.See file dsdata.txt to determine how the superseded data were derived.
 QL0542
 QL0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5015894264(NAD 83)
 QL0542
 QL0542  HISTORY     - Date     Condition        Report By
 QL0542  HISTORY     - 1934     MONUMENTED       CGS
 QL0542  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 QL0542
 QL0542                          STATION DESCRIPTION
 QL0542
 QL0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QL0542'IN CITY OF MARINETTE, ON TOP OF CENTER OF COURTHOUSE
 QL0542'BUILDING WHICH
 QL0542'FACES ON HALL STREET AT COURT STREET.  DOME IN SQUARE, DOME-
 QL0542'SHAPED ROOF WITH GILDED WEATHER
 QL0542'VANE AT CENTER AND SMALL GLASS WINDOW IN EACH
 QL0542'SIDE, IT RISES FROM SQUARE GRAY STONE TOWER WHICH
 QL0542'HAS TWO COLUMNS ON EACH FACE
 QL0542'WITH HORIZONTAL LOUVRES BETWEEN COLUMNS.  POINT OBSERVED WAS CENTER
 QL0542'OF GILDED WEATHER VANE ON
 QL0542'TOP OF DOME.
 QL0542
 QL0542                          STATION RECOVERY (1990)
 QL0542
 QL0542'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAA)
 QL0542'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0540 ***********************************************************************
 QL0540  DESIGNATION -  MARINETTE EVANG LUTH CHURCH
 QL0540  PID         -  QL0540
 QL0540  STATE/COUNTY-  WI/MARINETTE
 QL0540  USGS QUAD   -  MARINETTE WEST (1975)
 QL0540
 QL0540                         *CURRENT SURVEY CONTROL
 QL0540  ___________________________________________________________________
 QL0540* NAD 83(1991)-  45 05 36.21772(N)    087 37 36.35333(W)     ADJUSTED  
 QL0540* NAVD 88     -                                                        
 QL0540  ___________________________________________________________________
 QL0540  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 QL0540  GEOID HEIGHT-         -36.93  (meters)                     GEOID03
 QL0540
 QL0540  HORZ ORDER  -  THIRD
 QL0540
 QL0540.The horizontal coordinates were established by classical geodetic methods
 QL0540.and adjusted by the National Geodetic Survey in November 1991..
 QL0540
 QL0540
 QL0540.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0540
 QL0540.The geoid height was determined by GEOID03.
 QL0540
 QL0540;                    North         East     Units Scale Factor Converg.
 QL0540;SPC WI C     -   142,747.240   786,781.514   MT  0.99994788   +1 40 28.2
 QL0540;SPC WI C     -   468,329.90  2,581,299.02   sFT  0.99994788   +1 40 28.2
 QL0540;UTM  16      - 4,993,516.410   450,681.664   MT  0.99962991   -0 26 38.1
 QL0540
 QL0540                          SUPERSEDED SURVEY CONTROL
 QL0540
 QL0540  NAD 83(1986)-  45 05 36.21366(N)    087 37 36.35256(W) AD(       ) 4
 QL0540  NAD 27      -  45 05 36.26600(N)    087 37 35.96900(W) AD(       ) 3
 QL0540
 QL0540.Superseded values are not recommended for survey control.
 QL0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0540.See file dsdata.txt to determine how the superseded data were derived.
 QL0540
 QL0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5068293516(NAD 83)
 QL0540_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0540+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2006
 QL0540
 QL0540  HISTORY     - Date     Condition        Report By
 QL0540  HISTORY     - UNK      MONUMENTED
 QL0540  HISTORY     - 1966     SEE DESCRIPTION  CGS
 QL0540  HISTORY     - 19961111 GOOD             USPSQD
 QL0540  HISTORY     - 20031118 GOOD             USPSQD
 QL0540  HISTORY     - 20050326 GOOD             USPSQD
 QL0540  HISTORY     - 20060422 GOOD             GEOCAC
 QL0540
 QL0540                          STATION DESCRIPTION
 QL0540
 QL0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (BMR)
 QL0540'STATION WAS RECOVERED IN GOOD CONDDITION.
 QL0540'
 QL0540'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- LOCATED IN
 QL0540'MARINETTE, WISC.
 QL0540
 QL0540                          STATION RECOVERY (1996)
 QL0540
 QL0540'RECOVERY NOTE BY US POWER SQUADRON 1996
 QL0540'RECOVERED IN GOOD CONDITION.
 QL0540
 QL0540                          STATION RECOVERY (2003)
 QL0540
 QL0540'RECOVERY NOTE BY US POWER SQUADRON 2003 (MEB)
 QL0540'THIS CHURCH IS NOW KNOWN AS TRINITY EVANGELICAL LUTHERAN CHURCH AND IS
 QL0540'LOCATED AT 1509 THOMAS STREET, MARINETTE, WI.  THE STEEPLE IS
 QL0540'HEXAGONAL WITH A CROSS ATOP.
 QL0540
 QL0540                          STATION RECOVERY (2005)
 QL0540
 QL0540'RECOVERY NOTE BY US POWER SQUADRON 2005 (AEA)
 QL0540'THE CHURCH IS NOW KNOWN AS TRINITY EVANGELICAL LUTHERAN CHURCH LOCATED
 QL0540'AT 1509 THOMAS STREET, MARINETTE, WI, 54143. THE HEXAGONAL STEEPLE
 QL0540'WITH CROSS ATOP IS THE STATION.
 QL0540
 QL0540                          STATION RECOVERY (2006)
 QL0540
 QL0540'RECOVERY NOTE BY GEOCACHING 2006 (RFC)
 QL0540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0529 ***********************************************************************
 QL0529  DESIGNATION -  MARINETTE FR CH ST JOS DOME
 QL0529  PID         -  QL0529
 QL0529  STATE/COUNTY-  WI/MARINETTE
 QL0529  USGS QUAD   -  MARINETTE EAST (1976)
 QL0529
 QL0529                         *CURRENT SURVEY CONTROL
 QL0529  ___________________________________________________________________
 QL0529* NAD 83(1991)-  45 05 32.79020(N)    087 37 18.91459(W)     ADJUSTED  
 QL0529* NAVD 88     -                                                        
 QL0529  ___________________________________________________________________
 QL0529  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 QL0529  GEOID HEIGHT-         -36.94  (meters)                     GEOID03
 QL0529
 QL0529  HORZ ORDER  -  THIRD
 QL0529
 QL0529.The horizontal coordinates were established by classical geodetic methods
 QL0529.and adjusted by the National Geodetic Survey in November 1991..
 QL0529
 QL0529
 QL0529.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0529
 QL0529.The geoid height was determined by GEOID03.
 QL0529
 QL0529;                    North         East     Units Scale Factor Converg.
 QL0529;SPC WI C     -   142,652.635   787,165.749   MT  0.99994782   +1 40 40.5
 QL0529;SPC WI C     -   468,019.52  2,582,559.63   sFT  0.99994782   +1 40 40.5
 QL0529;UTM  16      - 4,993,407.701   451,062.019   MT  0.99962945   -0 26 25.7
 QL0529
 QL0529                          SUPERSEDED SURVEY CONTROL
 QL0529
 QL0529  NAD 83(1986)-  45 05 32.78613(N)    087 37 18.91357(W) AD(       ) 4
 QL0529  NAD 27      -  45 05 32.84000(N)    087 37 18.53000(W) AD(       ) 3
 QL0529
 QL0529.Superseded values are not recommended for survey control.
 QL0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0529.See file dsdata.txt to determine how the superseded data were derived.
 QL0529
 QL0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5106293408(NAD 83)
 QL0529_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0529+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2006
 QL0529
 QL0529  HISTORY     - Date     Condition        Report By
 QL0529  HISTORY     - 1934     MONUMENTED       CGS
 QL0529  HISTORY     - 1990     GOOD             USPSQD
 QL0529  HISTORY     - 19950912 GOOD             USPSQD
 QL0529  HISTORY     - 20031118 GOOD             USPSQD
 QL0529  HISTORY     - 20050326 GOOD             USPSQD
 QL0529  HISTORY     - 20060422 GOOD             GEOCAC
 QL0529
 QL0529                          STATION DESCRIPTION
 QL0529
 QL0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QL0529'IN CITY OF MARINETTE, AT INTERSECTION OF CARNEY
 QL0529'BOULEVARD AND
 QL0529'STANTON STREET.  CHURCH WAS ERECTED IN 1881, AND HAS STONE TABLET
 QL0529'ABOVE DOORWAY WHICH IS INSCRIBED
 QL0529'EGLISE FRANCAIS DE ST. JOSEPH.  POINT
 QL0529'OBSERVED WAS CENTER OF STATUE OF ST. JOSEPH ON TOP
 QL0529'OF SILVERED DOME WHICH RISES
 QL0529'FROM ROUND TOWER HAVING ALTERNATE WIDE SILVER PANELS AND NARROW DARK
 QL0529'PANELS- GIVING APPEARANCE
 QL0529'OF OPEN-COLUMNED CUPOLA FROM DISTANCE.
 QL0529
 QL0529                          STATION RECOVERY (1990)
 QL0529
 QL0529'RECOVERY NOTE BY US POWER SQUADRON 1990 (JEK)
 QL0529'RECOVERED IN GOOD CONDITION.
 QL0529
 QL0529                          STATION RECOVERY (1995)
 QL0529
 QL0529'RECOVERY NOTE BY US POWER SQUADRON 1995
 QL0529'RECOVERED IN GOOD CONDITION.
 QL0529
 QL0529                          STATION RECOVERY (2003)
 QL0529
 QL0529'RECOVERY NOTE BY US POWER SQUADRON 2003 (MEB)
 QL0529'THE CHURCH IS NOW KNOWN AS HOLY FAMILY PARISH.
 QL0529
 QL0529                          STATION RECOVERY (2005)
 QL0529
 QL0529'RECOVERY NOTE BY US POWER SQUADRON 2005 (AEA)
 QL0529'RECOVERED IN GOOD CONDITION.
 QL0529
 QL0529                          STATION RECOVERY (2006)
 QL0529
 QL0529'RECOVERY NOTE BY GEOCACHING 2006 (RFC)
 QL0529'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0538 ***********************************************************************
 QL0538  DESIGNATION -  MARINETTE GRAM ME CH SPIRE
 QL0538  PID         -  QL0538
 QL0538  STATE/COUNTY-  WI/MARINETTE
 QL0538  USGS QUAD   -  MARINETTE WEST (1975)
 QL0538
 QL0538                         *CURRENT SURVEY CONTROL
 QL0538  ___________________________________________________________________
 QL0538* NAD 83(1991)-  45 05 54.37280(N)    087 37 37.53543(W)     ADJUSTED  
 QL0538* NAVD 88     -                                                        
 QL0538  ___________________________________________________________________
 QL0538  LAPLACE CORR-          -3.95  (seconds)                    DEFLEC99
 QL0538  GEOID HEIGHT-         -36.93  (meters)                     GEOID03
 QL0538
 QL0538  HORZ ORDER  -  THIRD
 QL0538
 QL0538.The horizontal coordinates were established by classical geodetic methods
 QL0538.and adjusted by the National Geodetic Survey in November 1991..
 QL0538
 QL0538
 QL0538.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0538
 QL0538.The geoid height was determined by GEOID03.
 QL0538
 QL0538;                    North         East     Units Scale Factor Converg.
 QL0538;SPC WI C     -   143,306.672   786,739.304   MT  0.99994821   +1 40 27.4
 QL0538;SPC WI C     -   470,165.31  2,581,160.53   sFT  0.99994821   +1 40 27.4
 QL0538;UTM  16      - 4,994,076.842   450,660.169   MT  0.99962993   -0 26 39.1
 QL0538
 QL0538                          SUPERSEDED SURVEY CONTROL
 QL0538
 QL0538  NAD 83(1986)-  45 05 54.36893(N)    087 37 37.53475(W) AD(       ) 4
 QL0538  NAD 27      -  45 05 54.42200(N)    087 37 37.15100(W) AD(       ) 3
 QL0538
 QL0538.Superseded values are not recommended for survey control.
 QL0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0538.See file dsdata.txt to determine how the superseded data were derived.
 QL0538
 QL0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5066094077(NAD 83)
 QL0538
 QL0538  HISTORY     - Date     Condition        Report By
 QL0538  HISTORY     - 1934     MONUMENTED       CGS
 QL0538  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 QL0538
 QL0538                          STATION DESCRIPTION
 QL0538
 QL0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QL0538'IN CITY OF MARINETTE, ON MAIN STREET JUST EAST OF BUSINESS
 QL0538'DISTRICT.  POINT
 QL0538'OBSERVED WAS FINIAL ABOUT 75 FEET HIGH ON TOP OF SQUARE, PYRAMIDAL,
 QL0538'SLATE-ROOFED SPIRE WITH RED METAL
 QL0538'EDGES, WHICH SURMOUNTS RED-BRICK TOWER
 QL0538'WITH LARGE OPEN BELFRY HAVING TWO LARGE
 QL0538'GOTHIC-ARCHED OPENINGS ON EACH SIDE.
 QL0538
 QL0538                          STATION RECOVERY (1990)
 QL0538
 QL0538'RECOVERY NOTE BY US POWER SQUADRON 1990 (GCB)
 QL0538'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0539 ***********************************************************************
 QL0539  DESIGNATION -  MARINETTE LAUERMANS STORE TANK
 QL0539  PID         -  QL0539
 QL0539  STATE/COUNTY-  WI/MARINETTE
 QL0539  USGS QUAD   -  MARINETTE WEST (1975)
 QL0539
 QL0539                         *CURRENT SURVEY CONTROL
 QL0539  ___________________________________________________________________
 QL0539* NAD 83(1991)-  45 05 57.12366(N)    087 37 50.18276(W)     ADJUSTED  
 QL0539* NAVD 88     -                                                        
 QL0539  ___________________________________________________________________
 QL0539  LAPLACE CORR-          -4.01  (seconds)                    DEFLEC99
 QL0539  GEOID HEIGHT-         -36.93  (meters)                     GEOID03
 QL0539
 QL0539  HORZ ORDER  -  THIRD
 QL0539
 QL0539.The horizontal coordinates were established by classical geodetic methods
 QL0539.and adjusted by the National Geodetic Survey in November 1991..
 QL0539
 QL0539
 QL0539.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0539
 QL0539.The geoid height was determined by GEOID03.
 QL0539
 QL0539;                    North         East     Units Scale Factor Converg.
 QL0539;SPC WI C     -   143,383.479   786,460.433   MT  0.99994827   +1 40 18.4
 QL0539;SPC WI C     -   470,417.30  2,580,245.60   sFT  0.99994827   +1 40 18.4
 QL0539;UTM  16      - 4,994,163.877   450,384.416   MT  0.99963027   -0 26 48.1
 QL0539
 QL0539                          SUPERSEDED SURVEY CONTROL
 QL0539
 QL0539  NAD 83(1986)-  45 05 57.11981(N)    087 37 50.18221(W) AD(       ) 4
 QL0539  NAD 27      -  45 05 57.17000(N)    087 37 49.80000(W) AD(       ) 3
 QL0539
 QL0539.Superseded values are not recommended for survey control.
 QL0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0539.See file dsdata.txt to determine how the superseded data were derived.
 QL0539
 QL0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5038494164(NAD 83)
 QL0539
 QL0539  HISTORY     - Date     Condition        Report By
 QL0539  HISTORY     - 1934     MONUMENTED       CGS
 QL0539  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 QL0539
 QL0539                          STATION DESCRIPTION
 QL0539
 QL0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QL0539'IN CITY OF MARINETTE, AT CORNER OF HALL AVENUE AND MAIN
 QL0539'STREET, ON SHORT
 QL0539'BRICK PARAPET ON ROOF OF THREE-STORY BUILDING HOUSING LAUERMANS
 QL0539'DEPARTMENT STORE.  TANK IS SLIM,
 QL0539'GRAY, WOODEN TANK LETTERED WITH LARGE L
 QL0539'AND HAS CONICAL, GREEN TOP WITH VERY PROMINENT,
 QL0539'CONICALLY-SHAPED FINIAL AT CENTER.
 QL0539'POINT OBSERVED WAS CENTER OF TANK.
 QL0539
 QL0539                          STATION RECOVERY (1990)
 QL0539
 QL0539'RECOVERY NOTE BY US POWER SQUADRON 1990 (JEK)
 QL0539'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0544 ***********************************************************************
 QL0544  DESIGNATION -  MARINETTE MM PAPER PLT 1 STACK
 QL0544  PID         -  QL0544
 QL0544  STATE/COUNTY-  WI/MARINETTE
 QL0544  USGS QUAD   -  MARINETTE WEST (1975)
 QL0544
 QL0544                         *CURRENT SURVEY CONTROL
 QL0544  ___________________________________________________________________
 QL0544* NAD 83(1991)-  45 06 20.11302(N)    087 39 05.59312(W)     ADJUSTED  
 QL0544* NAVD 88     -                                                        
 QL0544  ___________________________________________________________________
 QL0544  LAPLACE CORR-          -4.32  (seconds)                    DEFLEC99
 QL0544  GEOID HEIGHT-         -36.90  (meters)                     GEOID03
 QL0544
 QL0544  HORZ ORDER  -  THIRD
 QL0544
 QL0544.The horizontal coordinates were established by classical geodetic methods
 QL0544.and adjusted by the National Geodetic Survey in November 1991..
 QL0544
 QL0544
 QL0544.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0544
 QL0544.The geoid height was determined by GEOID03.
 QL0544
 QL0544;                    North         East     Units Scale Factor Converg.
 QL0544;SPC WI C     -   144,044.952   784,791.916   MT  0.99994871   +1 39 25.2
 QL0544;SPC WI C     -   472,587.48  2,574,771.48   sFT  0.99994871   +1 39 25.2
 QL0544;UTM  16      - 4,994,886.349   448,742.013   MT  0.99963231   -0 27 41.7
 QL0544
 QL0544                          SUPERSEDED SURVEY CONTROL
 QL0544
 QL0544  NAD 83(1986)-  45 06 20.10934(N)    087 39 05.59382(W) AD(       ) 4
 QL0544  NAD 27      -  45 06 20.16600(N)    087 39 05.21100(W) AD(       ) 3
 QL0544
 QL0544.Superseded values are not recommended for survey control.
 QL0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0544.See file dsdata.txt to determine how the superseded data were derived.
 QL0544
 QL0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ4874294886(NAD 83)
 QL0544
 QL0544  HISTORY     - Date     Condition        Report By
 QL0544  HISTORY     - 1934     MONUMENTED       CGS
 QL0544  HISTORY     - 1964     SEE DESCRIPTION  CGS
 QL0544  HISTORY     - 1966     SEE DESCRIPTION  CGS
 QL0544
 QL0544                          STATION DESCRIPTION
 QL0544
 QL0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QL0544'IN NORTHWESTERN SECTION OF CITY OF MARINETTE, BETWEEN
 QL0544'RIVERSIDE AVENUE
 QL0544'AND MENOMINEE RIVER, ABOUT CENTER OF PLANT NO. 1 OF M. AND
 QL0544'M. PAPER CO. POINT OBSERVED WAS
 QL0544'CENTER OF VERY PLAIN, BUFF-BRICK STACK, RATHER
 QL0544'THICK AT BASE, AND ABOUT 100 FEET HIGH.
 QL0544
 QL0544                          STATION RECOVERY (1964)
 QL0544
 QL0544'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JMC)
 QL0544'RECOVERED IN GOOD CONDITION.  M AND M PAPER CO. IS NOW SCOTT PAPER
 QL0544'CO.
 QL0544
 QL0544                          STATION RECOVERY (1966)
 QL0544
 QL0544'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (BMR)
 QL0544'THE STATION WAS RECOVERED AS DESCRIBED.
 QL0544'
 QL0544'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN NORTHWESTERN
 QL0544'SECTION OF MARINETTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0520 ***********************************************************************
 QL0520  DESIGNATION -  MARINETTE PIONEER PRESB CHURCH
 QL0520  PID         -  QL0520
 QL0520  STATE/COUNTY-  WI/MARINETTE
 QL0520  USGS QUAD   -  MARINETTE EAST (1976)
 QL0520
 QL0520                         *CURRENT SURVEY CONTROL
 QL0520  ___________________________________________________________________
 QL0520* NAD 83(1991)-  45 05 46.19810(N)    087 37 28.24070(W)     ADJUSTED  
 QL0520* NAVD 88     -                                                        
 QL0520  ___________________________________________________________________
 QL0520  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 QL0520  GEOID HEIGHT-         -36.94  (meters)                     GEOID03
 QL0520
 QL0520  HORZ ORDER  -  THIRD
 QL0520
 QL0520.The horizontal coordinates were established by classical geodetic methods
 QL0520.and adjusted by the National Geodetic Survey in November 1991..
 QL0520
 QL0520
 QL0520.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0520
 QL0520.The geoid height was determined by GEOID03.
 QL0520
 QL0520;                    North         East     Units Scale Factor Converg.
 QL0520;SPC WI C     -   143,060.377   786,949.811   MT  0.99994806   +1 40 33.9
 QL0520;SPC WI C     -   469,357.25  2,581,851.17   sFT  0.99994806   +1 40 33.9
 QL0520;UTM  16      - 4,993,823.014   450,861.364   MT  0.99962969   -0 26 32.4
 QL0520
 QL0520                          SUPERSEDED SURVEY CONTROL
 QL0520
 QL0520  NAD 83(1986)-  45 05 46.19415(N)    087 37 28.23988(W) AD(       ) 4
 QL0520  NAD 27      -  45 05 46.24800(N)    087 37 27.85600(W) AD(       ) 3
 QL0520
 QL0520.Superseded values are not recommended for survey control.
 QL0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0520.See file dsdata.txt to determine how the superseded data were derived.
 QL0520
 QL0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5086193823(NAD 83)
 QL0520
 QL0520  HISTORY     - Date     Condition        Report By
 QL0520  HISTORY     - 1934     MONUMENTED       CGS
 QL0520  HISTORY     - 19950516 MARK NOT FOUND   USPSQD
 QL0520  HISTORY     - 20040315 MARK NOT FOUND   USPSQD
 QL0520
 QL0520                          STATION DESCRIPTION
 QL0520
 QL0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QL0520'IN CITY OF MARINETTE, AT CORNER OF CHURCH AND NEWBERRY
 QL0520'STREETS.  POINT
 QL0520'OBSERVED WAS CENTER OF TALL, SLIM OCTAGONAL SPIRE, COVERED WITH
 QL0520'GREEN ASBESTOS SHINGLES, AND
 QL0520'HAVING ORNAMENTAL IRON FINIAL AT TOP, IT SURMOUNTS
 QL0520'SQUARE TOWER WITH OPEN ARCHED BELFRY WHICH IS
 QL0520'ABOVE MAIN WOODEN CHURCH STRUCTURE.
 QL0520
 QL0520                          STATION RECOVERY (1995)
 QL0520
 QL0520'RECOVERY NOTE BY US POWER SQUADRON 1995
 QL0520'MARK NOT FOUND.
 QL0520
 QL0520                          STATION RECOVERY (2004)
 QL0520
 QL0520'RECOVERY NOTE BY US POWER SQUADRON 2004 (BAA)
 QL0520'A ONE STORY BRICK FUNERAL HOME BUILDING NOW OCCUPIES THE SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0531 ***********************************************************************
 QL0531  DESIGNATION -  MARINETTE SACRED HEART CH SP
 QL0531  PID         -  QL0531
 QL0531  STATE/COUNTY-  WI/MARINETTE
 QL0531  USGS QUAD   -  MARINETTE EAST (1976)
 QL0531
 QL0531                         *CURRENT SURVEY CONTROL
 QL0531  ___________________________________________________________________
 QL0531* NAD 83(1991)-  45 05 24.96894(N)    087 37 00.00953(W)     ADJUSTED  
 QL0531* NAVD 88     -                                                        
 QL0531  ___________________________________________________________________
 QL0531  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 QL0531  GEOID HEIGHT-         -36.94  (meters)                     GEOID03
 QL0531
 QL0531  HORZ ORDER  -  THIRD
 QL0531
 QL0531.The horizontal coordinates were established by classical geodetic methods
 QL0531.and adjusted by the National Geodetic Survey in November 1991..
 QL0531
 QL0531
 QL0531.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0531
 QL0531.The geoid height was determined by GEOID03.
 QL0531
 QL0531;                    North         East     Units Scale Factor Converg.
 QL0531;SPC WI C     -   142,423.423   787,586.025   MT  0.99994767   +1 40 53.8
 QL0531;SPC WI C     -   467,267.51  2,583,938.48   sFT  0.99994767   +1 40 53.8
 QL0531;UTM  16      - 4,993,163.189   451,473.404   MT  0.99962895   -0 26 12.3
 QL0531
 QL0531                          SUPERSEDED SURVEY CONTROL
 QL0531
 QL0531  NAD 83(1986)-  45 05 24.96482(N)    087 37 00.00827(W) AD(       ) 4
 QL0531  NAD 27      -  45 05 25.02000(N)    087 36 59.62000(W) AD(       ) 3
 QL0531
 QL0531.Superseded values are not recommended for survey control.
 QL0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0531.See file dsdata.txt to determine how the superseded data were derived.
 QL0531
 QL0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5147393163(NAD 83)
 QL0531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0531+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2004
 QL0531
 QL0531  HISTORY     - Date     Condition        Report By
 QL0531  HISTORY     - 1934     MONUMENTED       CGS
 QL0531  HISTORY     - 1990     GOOD             USPSQD
 QL0531  HISTORY     - 19950912 MARK NOT FOUND   USPSQD
 QL0531  HISTORY     - 20040315 GOOD             USPSQD
 QL0531
 QL0531                          STATION DESCRIPTION
 QL0531
 QL0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QL0531'IN CITY OF MARINETTE, ON ELIZABETH AVENUE NEAR NINTH STREET.  POINT
 QL0531'OBSERVED WAS
 QL0531'CENTER OF OCTAGONAL SPIRE WHICH IS PAINTED SILVER AT TOP AND BOTTOM
 QL0531'LEAVING CENTER PORTION WIDE
 QL0531'BLACK BAND, HAS ORNAMENTAL COPING AT TOP SURMOUNTED
 QL0531'BY GILDED WOODEN CROSS, BASE IS SQUARE
 QL0531'RED-BRICK TOWER WITH TRIANGULAR GABLE AND
 QL0531'CORNICE ON EACH SIDE.  CHURCH WAS ERECTED IN 1893.
 QL0531
 QL0531                          STATION RECOVERY (1990)
 QL0531
 QL0531'RECOVERY NOTE BY US POWER SQUADRON 1990 (JEK)
 QL0531'RECOVERED IN GOOD CONDITION.
 QL0531
 QL0531                          STATION RECOVERY (1995)
 QL0531
 QL0531'RECOVERY NOTE BY US POWER SQUADRON 1995
 QL0531'MARK NOT FOUND.
 QL0531
 QL0531                          STATION RECOVERY (2004)
 QL0531
 QL0531'RECOVERY NOTE BY US POWER SQUADRON 2004 (BAA)
 QL0531'THE CHURCH, LOCATED AT 911 ELIZABETH AVENUE, IS NOW NAMED TWIN CITY
 QL0531'BAPTIST CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0528 ***********************************************************************
 QL0528  DESIGNATION -  MARINETTE TALL STEEL STACK
 QL0528  PID         -  QL0528
 QL0528  STATE/COUNTY-  WI/MARINETTE
 QL0528  USGS QUAD   -  MARINETTE EAST (1976)
 QL0528
 QL0528                         *CURRENT SURVEY CONTROL
 QL0528  ___________________________________________________________________
 QL0528* NAD 83(1991)-  45 05 36.43247(N)    087 36 17.09664(W)     ADJUSTED  
 QL0528* NAVD 88     -                                                        
 QL0528  ___________________________________________________________________
 QL0528  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 QL0528  GEOID HEIGHT-         -36.96  (meters)                     GEOID03
 QL0528
 QL0528  HORZ ORDER  -  THIRD
 QL0528
 QL0528.The horizontal coordinates were established by classical geodetic methods
 QL0528.and adjusted by the National Geodetic Survey in November 1991..
 QL0528
 QL0528
 QL0528.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0528
 QL0528.The geoid height was determined by GEOID03.
 QL0528
 QL0528;                    North         East     Units Scale Factor Converg.
 QL0528;SPC WI C     -   142,804.740   788,513.531   MT  0.99994788   +1 41 24.1
 QL0528;SPC WI C     -   468,518.55  2,586,981.48   sFT  0.99994788   +1 41 24.1
 QL0528;UTM  16      - 4,993,509.850   452,414.070   MT  0.99962784   -0 25 42.0
 QL0528
 QL0528                          SUPERSEDED SURVEY CONTROL
 QL0528
 QL0528  NAD 83(1986)-  45 05 36.42741(N)    087 36 17.09526(W) AD(       ) 4
 QL0528  NAD 27      -  45 05 36.47600(N)    087 36 16.71200(W) AD(       ) 3
 QL0528
 QL0528.Superseded values are not recommended for survey control.
 QL0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0528.See file dsdata.txt to determine how the superseded data were derived.
 QL0528
 QL0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5241493510(NAD 83)
 QL0528
 QL0528  HISTORY     - Date     Condition        Report By
 QL0528  HISTORY     - 1934     MONUMENTED       CGS
 QL0528  HISTORY     - 19950830 MARK NOT FOUND   USPSQD
 QL0528  HISTORY     - 20010331 MARK NOT FOUND   NGS
 QL0528
 QL0528                          STATION DESCRIPTION
 QL0528
 QL0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QL0528'IN EASTERN SECTION OF CITY OF MARINETTE, ADJACENT TO MENOMINEE RIVER,
 QL0528'AT LUMBER YARD ON MAIN
 QL0528'STREET.  POINT OBSERVED WAS CENTER OF TALL STACK OF LIGHT STEEL
 QL0528'CONSTRUCTION, ABOUT 100 FEET
 QL0528'HIGH.
 QL0528
 QL0528                          STATION RECOVERY (1995)
 QL0528
 QL0528'RECOVERY NOTE BY US POWER SQUADRON 1995
 QL0528'MARK NOT FOUND.
 QL0528
 QL0528                          STATION RECOVERY (2001)
 QL0528
 QL0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QL0528'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5525 ***********************************************************************
 DH5525  DESIGNATION -  MARION C GPS
 DH5525  PID         -  DH5525
 DH5525  STATE/COUNTY-  WI/WAUSHARA
 DH5525  USGS QUAD   -  SPRING LAKE (1961)
 DH5525
 DH5525                         *CURRENT SURVEY CONTROL
 DH5525  ___________________________________________________________________
 DH5525* NAD 83(1997)-  44 03 46.63862(N)    089 14 35.68707(W)     ADJUSTED  
 DH5525* NAVD 88     -                                                        
 DH5525  ___________________________________________________________________
 DH5525  X           -      60,632.572 (meters)                     COMP
 DH5525  Y           -  -4,590,382.563 (meters)                     COMP
 DH5525  Z           -   4,413,284.003 (meters)                     COMP
 DH5525  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 DH5525  ELLIP HEIGHT-         234.65  (meters)          (08/01/05) GPS OBS
 DH5525  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 DH5525
 DH5525  HORZ ORDER  -  FIRST
 DH5525  ELLP ORDER  -  SECOND    CLASS I
 DH5525
 DH5525.The horizontal coordinates were established by GPS observations
 DH5525.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5525
 DH5525
 DH5525.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5525
 DH5525.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5525
 DH5525.The ellipsoidal height was determined by GPS observations
 DH5525.and is referenced to NAD 83.
 DH5525
 DH5525.The geoid height was determined by GEOID03.
 DH5525
 DH5525;                    North         East     Units Scale Factor Converg.
 DH5525;SPC WI S     -   229,457.287   660,631.230   MT  0.99999925   +0 31 11.9
 DH5525;SPC WI S     -   752,811.12  2,167,420.96   sFT  0.99999925   +0 31 11.9
 DH5525;UTM  16      - 4,881,311.743   320,338.422   MT  0.99999700   -1 33 37.7
 DH5525
 DH5525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5525!SPC WI S     -   0.99996321  x   0.99999925  =   0.99996246
 DH5525!UTM  16      -   0.99996321  x   0.99999700  =   0.99996021
 DH5525
 DH5525                          SUPERSEDED SURVEY CONTROL
 DH5525
 DH5525.No superseded survey control is available for this station.
 DH5525
 DH5525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP2033881312(NAD 83)
 DH5525_MARKER: DD = SURVEY DISK
 DH5525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5525_STAMPING: MARION C GPS 2004
 DH5525_MARK LOGO: WIDT  
 DH5525_PROJECTION: FLUSH
 DH5525_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5525+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5525
 DH5525  HISTORY     - Date     Condition        Report By
 DH5525  HISTORY     - 2003     MONUMENTED       WIDT
 DH5525
 DH5525                          STATION DESCRIPTION
 DH5525
 DH5525'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5525'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH5525'STATION FROM THE  JUNCTION OF STATE HIGHWAY 21 AND STATE HIGHWAY 73
 DH5525'NORTH WITH STATE HIGHWAY 73 SOUTH  ABOUT  1 MI EAST-SOUTHEAST OF THE
 DH5525'CITY OF WAUTOMA, GO EASTERLY ON STATE HIGHWAY 21 FOR 0.3 MI  TO THE
 DH5525'STATION ON THE RIGHT.  THE STATION IS A  BRONZE WISCONSIN DEPARTMENT
 DH5525'OF TRANSPORTATION GEODETIC  SURVEY CONTROL STATION DISK SET IN THE TOP
 DH5525'OF A 41-CM DIAMETER CONCRETE POST ABOUT  1 M BELOW THE HIGHWAY
 DH5525'PAVEMENT.  THE STATION IS 15.3 M SOUTH OF THE CENTERLINE OF STATE
 DH5525'HIGHWAY 21, 34.3 M NORTH OF WEST SILVER LAKE ROAD, 13.8 M SOUTHEAST OF
 DH5525'A WOOD POST FOR A  --NO PARKING ANY TIME-- SIGN, 1.0 M SOUTH OF AN
 DH5525'ORANGE 4X4  PLASTIC WITNESS POST, 1.0 M NORTHEAST OF AN  ORANGE 4X4
 DH5525'PLASTIC WITNESS POST AND 1.0 M NORTHWEST OF AN ORANGE 4X4 PLASTIC
 DH5525'WITNESS POST.   ---NOTE---THIS  STATION HAS NO VISIBLE  OBSTRUCTIONS
 DH5525'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5679 ***********************************************************************
 DH5679  DESIGNATION -  MARION E GPS
 DH5679  PID         -  DH5679
 DH5679  STATE/COUNTY-  WI/WAUSHARA
 DH5679  USGS QUAD   -  SPRING LAKE (1961)
 DH5679
 DH5679                         *CURRENT SURVEY CONTROL
 DH5679  ___________________________________________________________________
 DH5679* NAD 83(1997)-  44 03 31.76897(N)    089 08 28.31830(W)     ADJUSTED  
 DH5679* NAVD 88     -                                                        
 DH5679  ___________________________________________________________________
 DH5679  X           -      68,812.727 (meters)                     COMP
 DH5679  Y           -  -4,590,569.833 (meters)                     COMP
 DH5679  Z           -   4,412,938.126 (meters)                     COMP
 DH5679  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 DH5679  ELLIP HEIGHT-         211.55  (meters)          (08/01/05) GPS OBS
 DH5679  GEOID HEIGHT-         -36.28  (meters)                     GEOID03
 DH5679
 DH5679  HORZ ORDER  -  FIRST
 DH5679  ELLP ORDER  -  SECOND    CLASS I
 DH5679
 DH5679.The horizontal coordinates were established by GPS observations
 DH5679.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5679
 DH5679
 DH5679.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5679
 DH5679.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5679
 DH5679.The ellipsoidal height was determined by GPS observations
 DH5679.and is referenced to NAD 83.
 DH5679
 DH5679.The geoid height was determined by GEOID03.
 DH5679
 DH5679;                    North         East     Units Scale Factor Converg.
 DH5679;SPC WI S     -   229,077.563   668,811.699   MT  0.99999842   +0 35 24.3
 DH5679;SPC WI S     -   751,565.30  2,194,259.72   sFT  0.99999842   +0 35 24.3
 DH5679;UTM  16      - 4,880,635.383   328,499.559   MT  0.99996175   -1 29 21.6
 DH5679
 DH5679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5679!SPC WI S     -   0.99996683  x   0.99999842  =   0.99996525
 DH5679!UTM  16      -   0.99996683  x   0.99996175  =   0.99992858
 DH5679
 DH5679                          SUPERSEDED SURVEY CONTROL
 DH5679
 DH5679.No superseded survey control is available for this station.
 DH5679
 DH5679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP2850080635(NAD 83)
 DH5679_MARKER: DD = SURVEY DISK
 DH5679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5679_STAMPING: MARION E GPS
 DH5679_MARK LOGO: WIDT  
 DH5679_PROJECTION: FLUSH
 DH5679_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5679+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2003
 DH5679
 DH5679  HISTORY     - Date     Condition        Report By
 DH5679  HISTORY     - UNK      MONUMENTED       WI-137
 DH5679  HISTORY     - 20030821 GOOD             WIDT
 DH5679
 DH5679                          STATION DESCRIPTION
 DH5679
 DH5679'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5679'OWNERSHIP--WAUSHARA COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5679'STATE  HIGHWAY 21 WITH COUNTY HIGHWAY S AND CREE ROAD ABOUT 2 MI WEST
 DH5679'OF THE VILLAGE OF  REDGRANITE, GO NORTH ON COUNTY HIGHWAY S FOR 0.8 MI
 DH5679'TO THE STATION ON HTE RIGHT.  THE  STATION IS A BRONZE WISCONSIN
 DH5679'DEPARTMENT OF TRANSPORTATION GEODETIC CONTROL MARKER  DISK SET IN THE
 DH5679'TOP OF A 45-CM DIAMETER CONCRETE POST ABOUT 0.5 M ABOVE THE HIGHWAY
 DH5679'PAVEMENT.  THE STATION IS 7.4 M EAST OF THE CENTERLINE OF COUNTY
 DH5679'HIGHWAY S, 39.3 M NORTH  OF A 40-CM DIAMETER CORRUGATED METAL CULVERT
 DH5679'PIPE, 24.5 M SOUTH-SOUTHWEST OF POWER  POLE --18-11-1 19/13--, 1.0 M
 DH5679'SOUTHWEST, NORTHWEST, EAST OF THREE ORANGE 4X4 PLASTIC  WITNESS POSTS,
 DH5679'0.5 M NORTHWEST OF A METAL POST FOR A --WARING BURIED CABLE-- SIGN,
 DH5679'AND 0.4 M WEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE--- THIS
 DH5679'STATION HAS NO VISIBLE  OBSTRUCTIOS EXTENDING HIGHER THAN 20 DEGREES
 DH5679'ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1005 ***********************************************************************
 PN1005  DESIGNATION -  MARION MUNICIPAL TANK
 PN1005  PID         -  PN1005
 PN1005  STATE/COUNTY-  WI/WAUPACA
 PN1005  USGS QUAD   -  MARION (1982)
 PN1005
 PN1005                         *CURRENT SURVEY CONTROL
 PN1005  ___________________________________________________________________
 PN1005* NAD 83(1991)-  44 39 55.38335(N)    088 53 24.72505(W)     ADJUSTED  
 PN1005* NAVD 88     -                                                        
 PN1005  ___________________________________________________________________
 PN1005  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 PN1005  GEOID HEIGHT-         -36.23  (meters)                     GEOID03
 PN1005
 PN1005  HORZ ORDER  -  THIRD
 PN1005
 PN1005.The horizontal coordinates were established by classical geodetic methods
 PN1005.and adjusted by the National Geodetic Survey in November 1991..
 PN1005
 PN1005
 PN1005.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1005
 PN1005.The geoid height was determined by GEOID03.
 PN1005
 PN1005;                    North         East     Units Scale Factor Converg.
 PN1005;SPC WI C     -    93,057.287   688,004.557   MT  0.99994744   +0 46 59.0
 PN1005;SPC WI C     -   305,305.45  2,257,228.28   sFT  0.99994744   +0 46 59.0
 PN1005;UTM  16      - 4,947,517.734   350,158.295   MT  0.99987611   -1 19 44.4
 PN1005
 PN1005                          SUPERSEDED SURVEY CONTROL
 PN1005
 PN1005  NAD 83(1986)-  44 39 55.38077(N)    088 53 24.73077(W) AD(       ) 4
 PN1005  NAD 27      -  44 39 55.45700(N)    088 53 24.35300(W) AD(       ) 3
 PN1005
 PN1005.Superseded values are not recommended for survey control.
 PN1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1005.See file dsdata.txt to determine how the superseded data were derived.
 PN1005
 PN1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ5015847518(NAD 83)
 PN1005
 PN1005  HISTORY     - Date     Condition        Report By
 PN1005  HISTORY     - 1954     MONUMENTED       CGS
 PN1005  HISTORY     - 19941022 GOOD             USPSQD
 PN1005  HISTORY     - 20030702 MARK NOT FOUND   USPSQD
 PN1005
 PN1005                          STATION DESCRIPTION
 PN1005
 PN1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 PN1005'THE STATION IS LOCATED AT THE SOUTH EDGE OF THE VILLAGE OF
 PN1005'MARION.  IT IS A FOUR LEGGED STEEL STRUCTURE, PAINTED SILVER
 PN1005'AND ABOUT 100 FEET HIGH.
 PN1005'
 PN1005'THE POINT INTERSECTED WAS A BALL A-TOP.
 PN1005
 PN1005                          STATION RECOVERY (1994)
 PN1005
 PN1005'RECOVERY NOTE BY US POWER SQUADRON 1994
 PN1005'RECOVERED IN GOOD CONDITION.
 PN1005
 PN1005                          STATION RECOVERY (2003)
 PN1005
 PN1005'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN1005'NOT FOUND.  A NEW WATER TANK WAS BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5053 ***********************************************************************
 DH5053  DESIGNATION -  MARION N GPS
 DH5053  PID         -  DH5053
 DH5053  STATE/COUNTY-  WI/GRANT
 DH5053  USGS QUAD   -  LONG HOLLOW (1983)
 DH5053
 DH5053                         *CURRENT SURVEY CONTROL
 DH5053  ___________________________________________________________________
 DH5053* NAD 83(1997)-  43 05 58.39490(N)    090 41 44.63598(W)     ADJUSTED  
 DH5053* NAVD 88     -                                                        
 DH5053  ___________________________________________________________________
 DH5053  X           -     -56,639.270 (meters)                     COMP
 DH5053  Y           -  -4,664,196.320 (meters)                     COMP
 DH5053  Z           -   4,335,711.784 (meters)                     COMP
 DH5053  LAPLACE CORR-          -5.65  (seconds)                    DEFLEC99
 DH5053  ELLIP HEIGHT-         187.23  (meters)          (08/01/05) GPS OBS
 DH5053  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 DH5053
 DH5053  HORZ ORDER  -  FIRST
 DH5053  ELLP ORDER  -  SECOND    CLASS I
 DH5053
 DH5053.The horizontal coordinates were established by GPS observations
 DH5053.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5053
 DH5053
 DH5053.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5053
 DH5053.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5053
 DH5053.The ellipsoidal height was determined by GPS observations
 DH5053.and is referenced to NAD 83.
 DH5053
 DH5053.The geoid height was determined by GEOID03.
 DH5053
 DH5053;                    North         East     Units Scale Factor Converg.
 DH5053;SPC WI S     -   122,386.088   543,364.694   MT  0.99994634   -0 28 40.9
 DH5053;SPC WI S     -   401,528.36  1,782,689.00   sFT  0.99994634   -0 28 40.9
 DH5053;UTM  15      - 4,774,447.326   687,516.994   MT  1.00003258   +1 34 29.6
 DH5053
 DH5053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5053!SPC WI S     -   0.99997064  x   0.99994634  =   0.99991698
 DH5053!UTM  15      -   0.99997064  x   1.00003258  =   1.00000322
 DH5053
 DH5053                          SUPERSEDED SURVEY CONTROL
 DH5053
 DH5053.No superseded survey control is available for this station.
 DH5053
 DH5053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8751774447(NAD 83)
 DH5053_MARKER: DD = SURVEY DISK
 DH5053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5053_STAMPING: MARION N GPS 2004
 DH5053_MARK LOGO: WIDT  
 DH5053_PROJECTION: FLUSH
 DH5053_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5053+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2005
 DH5053
 DH5053  HISTORY     - Date     Condition        Report By
 DH5053  HISTORY     - 2003     MONUMENTED       WIDT
 DH5053  HISTORY     - 20051227 GOOD             WIDT
 DH5053
 DH5053                          STATION DESCRIPTION
 DH5053
 DH5053'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5053'OWNERSHIP--WISCONSIN DEPRATMENT OF TRANSPORTATION.  TO REACH THE
 DH5053'STATION FROM THE  JUNCTION OF US HIGHWAY 61 (ELM STREET) WITH STATE
 DH5053'HIGHWAY 133 SOUTH IN THE CITY OF  BOSCOBEL, GO SOUTH ON US HIGHWAY 61
 DH5053'(ELM STREET) FOR 1.7 MI TO OLD 61 ON THE LEFT,  CONTINUE SOUTH ON US
 DH5053'HIGHWAY 61 FOR 0.6 MI TO THE STATION ON THE RIGHT.  THE STATION IS A
 DH5053'BRONZE WISCONSIN  DEPARTMENT OF  TRANSPORTATION GEODETIC SURVEY
 DH5053'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DH5053'ABOUT 1 M BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 11.0 M WEST OF
 DH5053'THE CENTERLINE OF US HIGHWAY  61, 41.0 M SOUTHWEST OF POWERPOLE
 DH5053'--7-3W-11 26/35--, 28 M NORTH OF THE EXTENDED  CENTERLINE OF A FILED
 DH5053'ENTRANCE, 10 M EAST OF A CULTIVATED FIELD, 1.0 M  SOUTH-SOUTHWEST OF
 DH5053'AN ORANGE 4X4 PLASTIC WITNESS POST, 1.0 M NORTH-NORTHWEST OF AN
 DH5053'ORANGE 4X4 PLASTIC WITNESS POST  AND 1.0 M EAST OF AN ORANGE 4X4
 DH5053'PLASTIC WITNESS  POST.  ---NOTE--- THIS STATION HAS NO VISIBLE
 DH5053'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DH5053
 DH5053                          STATION RECOVERY (2005)
 DH5053
 DH5053'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5053'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5472 ***********************************************************************
 DH5472  DESIGNATION -  MARION S GPS
 DH5472  PID         -  DH5472
 DH5472  STATE/COUNTY-  WI/JUNEAU
 DH5472  USGS QUAD   -  ROUND BLUFF (1983)
 DH5472
 DH5472                         *CURRENT SURVEY CONTROL
 DH5472  ___________________________________________________________________
 DH5472* NAD 83(1997)-  43 50 02.65574(N)    089 59 43.95915(W)     ADJUSTED  
 DH5472* NAVD 88     -                                                        
 DH5472  ___________________________________________________________________
 DH5472  X           -         358.390 (meters)                     COMP
 DH5472  Y           -  -4,608,437.869 (meters)                     COMP
 DH5472  Z           -   4,394,977.771 (meters)                     COMP
 DH5472  LAPLACE CORR-          -4.91  (seconds)                    DEFLEC99
 DH5472  ELLIP HEIGHT-         240.80  (meters)          (08/01/05) GPS OBS
 DH5472  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 DH5472
 DH5472  HORZ ORDER  -  FIRST
 DH5472  ELLP ORDER  -  SECOND    CLASS I
 DH5472
 DH5472.The horizontal coordinates were established by GPS observations
 DH5472.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5472
 DH5472
 DH5472.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5472
 DH5472.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5472
 DH5472.The ellipsoidal height was determined by GPS observations
 DH5472.and is referenced to NAD 83.
 DH5472
 DH5472.The geoid height was determined by GEOID03.
 DH5472
 DH5472;                    North         East     Units Scale Factor Converg.
 DH5472;SPC WI S     -   203,751.115   600,358.363   MT  0.99996105   +0 00 11.0
 DH5472;SPC WI S     -   668,473.45  1,969,675.73   sFT  0.99996105   +0 00 11.0
 DH5472;UTM  16      - 4,857,806.054   259,161.980   MT  1.00031347   -2 04 32.3
 DH5472;UTM  15      - 4,857,832.061   741,554.527   MT  1.00031773   +2 04 54.5
 DH5472
 DH5472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5472!SPC WI S     -   0.99996224  x   0.99996105  =   0.99992329
 DH5472!UTM  16      -   0.99996224  x   1.00031347  =   1.00027570
 DH5472!UTM  15      -   0.99996224  x   1.00031773  =   1.00027996
 DH5472
 DH5472                          SUPERSEDED SURVEY CONTROL
 DH5472
 DH5472.No superseded survey control is available for this station.
 DH5472
 DH5472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP5916257806(NAD 83)
 DH5472_MARKER: DD = SURVEY DISK
 DH5472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5472_STAMPING: MARION S GPS 2004
 DH5472_MARK LOGO: WIDT  
 DH5472_PROJECTION: FLUSH
 DH5472_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5472+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5472
 DH5472  HISTORY     - Date     Condition        Report By
 DH5472  HISTORY     - 2003     MONUMENTED       WIDT
 DH5472
 DH5472                          STATION DESCRIPTION
 DH5472
 DH5472'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5472'OWNERSHIP--JUNEAU COUNTY.  TO REACH THE STATION FROM THE  JUNCTION OF
 DH5472'STATE HIGHWAY 58 (NORTH UNION STREET) WITH COUNTY HIGHWAY G (SHERMAN
 DH5472'STREET) IN THE CITY OF MAUSTON, GO EAST THEN NORTH ON COUNTY HIGHWAY G
 DH5472'(SHERMAN  STREET) FOR 4.8 MI TO 20TH AVENUE ON THE RIGHT, COUNTY
 DH5472'HIGHWAY G ON THE LEFT AND 49TH  STREET STRAIGHT AHEAD, TURN LEFT AND
 DH5472'GO NORTH ON COUNTY HIGHWAY G FOR 1.1 MI TO THE  STATION ON THE LEFT.
 DH5472'THE STATION IS A  BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH5472'GEODETIC  SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DH5472'DIAMETER CONCRETE POST ABOUT  LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DH5472'STATION IS 7.3 M EAST OF THE CENTERLINE OF COUNTY  HIGHWAY G, 41.0 M
 DH5472'SOUTH OF A WOOD POST FOR A  NO PASSING ZONE-- SIGN, 4.4 M SOUTH OF
 DH5472'TELEPHONE PEDESTAL --1456-- AND 1 M WEST OF  A CULTIVATED FIELD, 1.0 M
 DH5472'NORTH OF AN  ORANGE 4X4  PLASTIC WITNESS POST AND 1.0 M SOUTH OF AN
 DH5472'ORANGE 4X4  PLASTIC WITNESS POST.   ---NOTE---THIS  STATION HAS NO
 DH5472'VISIBLE  OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH5472'HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5671 ***********************************************************************
 DH5671  DESIGNATION -  MARION S GPS
 DH5671  PID         -  DH5671
 DH5671  STATE/COUNTY-  WI/WAUSHARA
 DH5671  USGS QUAD   -  SPRING LAKE (1961)
 DH5671
 DH5671                         *CURRENT SURVEY CONTROL
 DH5671  ___________________________________________________________________
 DH5671* NAD 83(1997)-  44 00 34.68698(N)    089 10 19.77599(W)     ADJUSTED  
 DH5671* NAVD 88     -                                                        
 DH5671  ___________________________________________________________________
 DH5671  X           -      66,387.098 (meters)                     COMP
 DH5671  Y           -  -4,594,409.308 (meters)                     COMP
 DH5671  Z           -   4,409,012.684 (meters)                     COMP
 DH5671  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 DH5671  ELLIP HEIGHT-         217.35  (meters)          (08/01/05) GPS OBS
 DH5671  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 DH5671
 DH5671  HORZ ORDER  -  FIRST
 DH5671  ELLP ORDER  -  SECOND    CLASS I
 DH5671
 DH5671.The horizontal coordinates were established by GPS observations
 DH5671.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5671
 DH5671
 DH5671.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5671
 DH5671.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5671
 DH5671.The ellipsoidal height was determined by GPS observations
 DH5671.and is referenced to NAD 83.
 DH5671
 DH5671.The geoid height was determined by GEOID03.
 DH5671
 DH5671;                    North         East     Units Scale Factor Converg.
 DH5671;SPC WI S     -   223,587.197   666,385.322   MT  0.99998891   +0 34 07.7
 DH5671;SPC WI S     -   733,552.33  2,186,299.18   sFT  0.99998891   +0 34 07.7
 DH5671;UTM  16      - 4,875,236.791   325,875.682   MT  0.99997291   -1 30 34.4
 DH5671
 DH5671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5671!SPC WI S     -   0.99996592  x   0.99998891  =   0.99995483
 DH5671!UTM  16      -   0.99996592  x   0.99997291  =   0.99993883
 DH5671
 DH5671                          SUPERSEDED SURVEY CONTROL
 DH5671
 DH5671.No superseded survey control is available for this station.
 DH5671
 DH5671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP2587675237(NAD 83)
 DH5671_MARKER: DD = SURVEY DISK
 DH5671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5671_STAMPING: MARION S GPS
 DH5671_MARK LOGO: WI-137
 DH5671_PROJECTION: FLUSH
 DH5671_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5671+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2003
 DH5671
 DH5671  HISTORY     - Date     Condition        Report By
 DH5671  HISTORY     - UNK      MONUMENTED       WI-137
 DH5671  HISTORY     - 20030821 GOOD             WIDT
 DH5671
 DH5671                          STATION DESCRIPTION
 DH5671
 DH5671'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5671'OWNERSHIP--WAUSHARA COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5671'COUNTY  HIGHWAY N AND COUNTY HIGHWAY Z WITH COUNTY HIGHWAY YY ABOUT 4
 DH5671'MI SOUTHWEST FROM  THE VILLAGE OF REDGRANITE, GO SOUTHWEST THEN SOUTH
 DH5671'ON COUNTY HIGHWAY N AND COUNTY  HIGHWAY Z FOR 0.5 MI TO THE STATION ON
 DH5671'THE LEFT.  THE STATION IS A BRONZE WISCONSIN  DEPARTMENT OF
 DH5671'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH5671'A  45-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DH5671'THE STATION IS 8.8  M EAST OF THE CENTERLINE OF COUNTY HIGHWAY N AND
 DH5671'COUNTY HIGHWAY Z, 32.2 M NORTH OF  POWER POLE --18-11-27 42/43--, 14 M
 DH5671'SOUTH OF A FIELD ENTRANCE, 0.5 M WEST OF A WHITE  PLASTIC WITNESS POST
 DH5671'AND 1.0 M EAST, SOUTHWEST, NORTHWEST OF THREE ORANGE 4X4  PLASTIC
 DH5671'WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH5671'EXTENDING  HIGHER  THAN 20 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5524 ***********************************************************************
 DH5524  DESIGNATION -  MARION W GPS
 DH5524  PID         -  DH5524
 DH5524  STATE/COUNTY-  WI/WAUSHARA
 DH5524  USGS QUAD   -  SPRING LAKE (1961)
 DH5524
 DH5524                         *CURRENT SURVEY CONTROL
 DH5524  ___________________________________________________________________
 DH5524* NAD 83(1997)-  44 01 06.99931(N)    089 14 28.90264(W)     ADJUSTED  
 DH5524* NAVD 88     -                                                        
 DH5524  ___________________________________________________________________
 DH5524  X           -      60,828.788 (meters)                     COMP
 DH5524  Y           -  -4,593,796.297 (meters)                     COMP
 DH5524  Z           -   4,409,732.921 (meters)                     COMP
 DH5524  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 DH5524  ELLIP HEIGHT-         221.64  (meters)          (08/01/05) GPS OBS
 DH5524  GEOID HEIGHT-         -36.15  (meters)                     GEOID03
 DH5524
 DH5524  HORZ ORDER  -  FIRST
 DH5524  ELLP ORDER  -  SECOND    CLASS I
 DH5524
 DH5524.The horizontal coordinates were established by GPS observations
 DH5524.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5524
 DH5524
 DH5524.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5524
 DH5524.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5524
 DH5524.The ellipsoidal height was determined by GPS observations
 DH5524.and is referenced to NAD 83.
 DH5524
 DH5524.The geoid height was determined by GEOID03.
 DH5524
 DH5524;                    North         East     Units Scale Factor Converg.
 DH5524;SPC WI S     -   224,531.663   660,827.044   MT  0.99999059   +0 31 16.5
 DH5524;SPC WI S     -   736,650.96  2,168,063.39   sFT  0.99999059   +0 31 16.5
 DH5524;UTM  16      - 4,876,382.248   320,355.347   MT  0.99999693   -1 33 28.5
 DH5524
 DH5524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5524!SPC WI S     -   0.99996525  x   0.99999059  =   0.99995584
 DH5524!UTM  16      -   0.99996525  x   0.99999693  =   0.99996218
 DH5524
 DH5524                          SUPERSEDED SURVEY CONTROL
 DH5524
 DH5524.No superseded survey control is available for this station.
 DH5524
 DH5524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP2035576382(NAD 83)
 DH5524_MARKER: DD = SURVEY DISK
 DH5524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5524_STAMPING: MARION W GPS 2004
 DH5524_MARK LOGO: WIDT  
 DH5524_PROJECTION: FLUSH
 DH5524_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5524_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5524+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5524
 DH5524  HISTORY     - Date     Condition        Report By
 DH5524  HISTORY     - 2003     MONUMENTED       WIDT
 DH5524
 DH5524                          STATION DESCRIPTION
 DH5524
 DH5524'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5524'OWNERSHIP--WAUSHARA COUNTY.  TO REACH THE STATION FROM THE  JUNCTION
 DH5524'OF STATE HIGHWAY 73 WITH COUNTY HIGHWAY YY ABOUT 5 MI SOUTHEAST OF THE
 DH5524'CITY  OF WAUTOMA, GO WEST ON COUNTY HIGHWAY YY FOR 0.9 MI TO CYPRESS
 DH5524'ROAD ON THE LEFT,  CONTINUE WEST ON COUNTY HIGHWAY YY FOR 0.1 MI TO
 DH5524'THE STATION ON THE RIGHT.  THE STATION  IS A  BRONZE WISCONSIN
 DH5524'DEPARTMENT OF TRANSPORTATION GEODETIC  SURVEY CONTROL STATION DISK SET
 DH5524'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT  1 M BELOW THE
 DH5524'HIGHWAY PAVEMENT.  THE STATION IS 8.1 M SOUTH OF THE CENTERLINE OF
 DH5524'COUNTY  HIGHWAY YY, 27.4 M SOUTHEAST OF A POWERPOLE --18-11-19 15/26--
 DH5524', 24.0 M SOUTHWEST OF A  TELEPHONE PEDESTAL --2C 19A 16 1--, 3 M NORTH
 DH5524'OF A CULTIVATED FIELD, 1.0 M SOUTH OF AN  ORANGE 4X4  PLASTIC WITNESS
 DH5524'POST, 1.0 M NORTHEAST OF AN  ORANGE 4X4  PLASTIC WITNESS POST AND 1.0
 DH5524'M NORTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.   ---NOTE---THIS
 DH5524'STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DH5524'ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0652 ***********************************************************************
 QM0652  DESIGNATION -  MARK 1094 WIGS 1940
 QM0652  PID         -  QM0652
 QM0652  STATE/COUNTY-  WI/FOREST
 QM0652  USGS QUAD   -  ARGONNE (1965)
 QM0652
 QM0652                         *CURRENT SURVEY CONTROL
 QM0652  ___________________________________________________________________
 QM0652* NAD 83(1991)-  45 42 22.66798(N)    088 56 35.56392(W)     ADJUSTED  
 QM0652* NAVD 88     -       550.     (meters)    1804.     (feet)  SCALED    
 QM0652  ___________________________________________________________________
 QM0652  LAPLACE CORR-          -5.61  (seconds)                    DEFLEC99
 QM0652  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 QM0652
 QM0652  HORZ ORDER  -  SECOND
 QM0652
 QM0652.The horizontal coordinates were established by classical geodetic methods
 QM0652.and adjusted by the National Geodetic Survey in November 1991..
 QM0652
 QM0652.The orthometric height was scaled from a topographic map.
 QM0652
 QM0652.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0652
 QM0652.The geoid height was determined by GEOID03.
 QM0652
 QM0652;                    North         East     Units Scale Factor Converg.
 QM0652;SPC WI N     -    60,523.885   682,290.046   MT  0.99997758   +0 45 44.4
 QM0652;SPC WI N     -   198,568.78  2,238,479.93   sFT  0.99997758   +0 45 44.4
 QM0652;UTM  16      - 5,063,252.206   348,739.126   MT  0.99988129   -1 23 28.2
 QM0652
 QM0652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0652!SPC WI N     -   0.99991891  x   0.99997758  =   0.99989649
 QM0652!UTM  16      -   0.99991891  x   0.99988129  =   0.99980021
 QM0652
 QM0652                          SUPERSEDED SURVEY CONTROL
 QM0652
 QM0652  NAD 83(1986)-  45 42 22.66310(N)    088 56 35.56421(W) AD(       ) 2
 QM0652  NAD 27      -  45 42 22.80600(N)    088 56 35.13800(W) AD(       ) 2
 QM0652
 QM0652.Superseded values are not recommended for survey control.
 QM0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0652.See file dsdata.txt to determine how the superseded data were derived.
 QM0652
 QM0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR4873963252(NAD 83)
 QM0652_MARKER: DD = SURVEY DISK
 QM0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0652_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QM0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0652+STABILITY: SURFACE MOTION
 QM0652
 QM0652  HISTORY     - Date     Condition        Report By
 QM0652  HISTORY     - 1940     MONUMENTED       WIGS
 QM0652  HISTORY     - 1964     POOR             USGS
 QM0652  HISTORY     - 20051114 MARK NOT FOUND   WIDT
 QM0652
 QM0652                          STATION DESCRIPTION
 QM0652
 QM0652'DESCRIBED BY WISCONSIN GEODETIC SURVEY 1940 (KBJ)
 QM0652'STATION IS 13 MILES SOUTHEAST OF THREE LAKES, 2 MILES EAST OF
 QM0652'HILES, 10 MILES NORTH OF CRANDON, IN NORTHWEST QUARTER OF
 QM0652'SEC. 12, T. 37 N., R. 12 E., IN NICOLET NATIONAL FOREST.
 QM0652'
 QM0652'TO REACH FROM HILES GO SOUTH ON STATE ROUTE 32 FOR 0.6 MILE
 QM0652'AND TURN LEFT, EAST, ON SIDE ROAD, GO 0.25 MILE AND TAKE MAIN
 QM0652'RIGHT FORK, GO 1.5 MILES TO STATION ON LEFT SIDE OF ROAD.
 QM0652'
 QM0652'MARK IS STANDARD U.S. COAST AND GEODETIC SURVEY STATE SURVEY
 QM0652'DISK SET IN 6-INCH SQUARE CONCRETE POST, AT CENTER OF LOOKOUT
 QM0652'TOWER, STAMPED NO. 1094, PROJECTS 6 INCHES.
 QM0652'
 QM0652'TOWER IS STANDARD 100-FOOT STRUCTURAL STEEL LOOKOUT TOWER.
 QM0652
 QM0652                          STATION RECOVERY (1964)
 QM0652
 QM0652'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964 (JSA)
 QM0652'THE MARK WAS FOUND BROKEN OFF.
 QM0652
 QM0652                          STATION RECOVERY (2005)
 QM0652
 QM0652'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0652'MARK NOT FOUND.  NOTE THE FOUR CONCRETE FOUNDATIONS FOR THE LEGS OF
 QM0652'THE TOWER STILL EXIST, BUT NO EVIDENCE OF THE STATION WAS RECOVERED.
 QM0652'NOTE--A LARGE SPRUCE TREE NOW GROWS AT THE CENTER POINT OF THE TOWER
 QM0652'LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0587 ***********************************************************************
 QN0587  DESIGNATION -  MARKER
 QN0587  PID         -  QN0587
 QN0587  STATE/COUNTY-  WI/WASHBURN
 QN0587  USGS QUAD   -  SPOONER (1982)
 QN0587
 QN0587                         *CURRENT SURVEY CONTROL
 QN0587  ___________________________________________________________________
 QN0587* NAD 83(1991)-  45 46 31.70878(N)    091 59 27.40394(W)     ADJUSTED  
 QN0587* NAVD 88     -       396.     (meters)    1299.     (feet)  SCALED    
 QN0587  ___________________________________________________________________
 QN0587  LAPLACE CORR-         -15.33  (seconds)                    DEFLEC99
 QN0587  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 QN0587
 QN0587  HORZ ORDER  -  FIRST
 QN0587
 QN0587.The horizontal coordinates were established by classical geodetic methods
 QN0587.and adjusted by the National Geodetic Survey in March 1999..
 QN0587
 QN0587.The orthometric height was scaled from a topographic map.
 QN0587
 QN0587.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0587
 QN0587.The geoid height was determined by GEOID03.
 QN0587
 QN0587;                    North         East     Units Scale Factor Converg.
 QN0587;SPC WI N     -    69,605.691   445,173.246   MT  0.99996865   -1 26 10.4
 QN0587;SPC WI N     -   228,364.67  1,460,539.22   sFT  0.99996865   -1 26 10.4
 QN0587;UTM  15      - 5,069,596.735   578,448.746   MT  0.99967566   +0 43 23.3
 QN0587
 QN0587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0587!SPC WI N     -   0.99994238  x   0.99996865  =   0.99991103
 QN0587!UTM  15      -   0.99994238  x   0.99967566  =   0.99961806
 QN0587
 QN0587|---------------------------------------------------------------------|
 QN0587| PID    Reference Object                     Distance      Geod. Az  |
 QN0587|                                                           dddmmss.s |
 QN0587| CJ5714 MARKER RM 3                           6.422 METERS 04910     |
 QN0587| QN0589 SPOONER MUNICIPAL AND RY TANK       APPROX. 9.7 KM 0553407.2 |
 QN0587| CJ5712 MARKER RM 1                          18.395 METERS 07907     |
 QN0587| CJ5713 MARKER RM 2                          21.250 METERS 20004     |
 QN0587| CJ5711 MARKER AZ MK                                       3580922.1 |
 QN0587|---------------------------------------------------------------------|
 QN0587
 QN0587                          SUPERSEDED SURVEY CONTROL
 QN0587
 QN0587  NAD 83(1991)-  45 46 31.70595(N)    091 59 27.40515(W) AD(       ) 1
 QN0587  NAD 83(1986)-  45 46 31.69726(N)    091 59 27.39870(W) AD(       ) 1
 QN0587  NAD 27      -  45 46 31.89000(N)    091 59 26.75800(W) AD(       ) 1
 QN0587
 QN0587.Superseded values are not recommended for survey control.
 QN0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0587.See file dsdata.txt to determine how the superseded data were derived.
 QN0587
 QN0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7844969597(NAD 83)
 QN0587_MARKER: DS = TRIANGULATION STATION DISK
 QN0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0587
 QN0587  HISTORY     - Date     Condition        Report By
 QN0587  HISTORY     - 1934     MONUMENTED       CGS
 QN0587  HISTORY     - 1971     GOOD             NGS
 QN0587
 QN0587                          STATION DESCRIPTION
 QN0587
 QN0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QN0587'THIS STATION IS ABOUT 6 MILES SOUTHWEST OF SPOONER, 4 MILES
 QN0587'NORTHWEST OF SHELL LAKE, IN SOUTHEAST QUARTER OF SEC. 17, T.
 QN0587'38 N., R. 13 W., ON LAND OWNED AND OCCUPIED BY E.F. MARKER,
 QN0587'ON RIDGE ABOUT 500 YARDS NORTH OF MR. MARKERS HOUSE, 30 FEET
 QN0587'SOUTH OF THE NORTH EDGE OF RIDGE, 15 FEET SOUTH OF FENCE LINE,
 QN0587'AND PROJECTS 12 INCHES.
 QN0587'
 QN0587'REFERENCE MARK NO. 1 IS EAST OF THE STATION, ON EAST SLOPE OF
 QN0587'RIDGE, 1 FOOT SOUTH OF FENCE LINE, 3 FEET WEST OF FENCE LINE,
 QN0587'3 FEET WEST-SOUTHWEST OF FENCE CORNER, AND PROJECTS 8 INCHES.
 QN0587'
 QN0587'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION, 3 FEET NORTH
 QN0587'OF 10-INCH OAK TREE, AND PROJECTS 8 INCHES.  THE DISTANCE BETWEEN
 QN0587'THE REFERENCE MARKS IS 113.23 FEET.
 QN0587'
 QN0587'THE AZIMUTH MARK IS NORTH-NORTHEAST OF THE STATION, ON RIGHT-OF-WAY
 QN0587'OF COUNTY ROUTE B, 20 FEET SOUTH OF CENTERLINE OF ROAD, 100 YARDS
 QN0587'WEST OF CURVE IN ROAD, 1 FOOT NORTH OF FENCE LINE, AND PROJECTS
 QN0587'8 INCHES.
 QN0587'
 QN0587'TO REACH STATION FROM SPOONER, FOLLOW WISCONSIN ROUTE 70 WEST,
 QN0587'FROM JUNCTION WITH U.S. ROUTE 53 FOR 6.6 MILES TO GRAVEL ROAD
 QN0587'LEADING SOUTH.  THIS IS COUNTY ROAD B, BUT IS UNMARKED.  FOLLOW
 QN0587'THIS ROAD 2.5 MILES TO T-ROAD, THENCE EAST AND SOUTHEAST 1.6
 QN0587'MILES TO SECTION-LINE ROAD LEADING WEST, TURN WEST ON THIS ROAD
 QN0587'FOR 0.55 MILE TO LANE LEADING NORTH, FOLLOW LANE 0.15 MILE TO
 QN0587'MR. MARKERS HOUSE.  FROM HOUSE FOLLOW TRAIL NORTH 100 YARDS TO
 QN0587'WIRE GATE INTO PASTURE, THENCE NORTHEAST ACROSS PASTURE 100
 QN0587'YARDS TO SADDLE, THENCE NORTHEAST AND NORTHWEST, FOLLOWING MAIN
 QN0587'VALLEY FOR 500 YARDS TO ITS HEAD, THENCE BEAR LEFT 70 YARDS TO
 QN0587'STATION.  STATION CAN BE REACHED BY TRUCK IF PASTURE IS DRY.
 QN0587'
 QN0587'A 47-FOOT SIGNAL AT MC KENZIE, A 60-FOOT SIGNAL AT POTATO, AND
 QN0587'74-FOOT SIGNALS AT LAMPSON, SPOONER, BANK, AND DANBURY COME INTO
 QN0587'VIEW AT 25 FEET.
 QN0587'
 QN0587'AN 87-FOOT SIGNAL AT LOCK COMES INTO VIEW AT 25 FEET.
 QN0587
 QN0587                          STATION RECOVERY (1971)
 QN0587
 QN0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 QN0587'THE STATION MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD
 QN0587'CONDITION.  REFERENCE MARK 1 FOUND DESTROYED AND THE DISK WAS
 QN0587'SALVAGED.  THE AZIMUTH MARK WAS NOT FOUND WITH EXISTING
 QN0587'DESCRIPTION AND NO ANGLE COULD BE TURNED DUE TO TREES AT THE
 QN0587'STATION SITE.  NO OBJECT VISIBLE FROM WHICH A NEW AZIMUTH MARK
 QN0587'COULD BE SET NOR ANY PLACE TO SET ONE.  THE AZIMUTH MARK IS
 QN0587'ASSUMED TO HAVE BEEN DESTROYED BY ROAD WORK SINCE THE ROAD HAS
 QN0587'BEEN PAVED AND WIDENED.  REFERENCE MARK 3 WAS SET.  DISTANCE TO
 QN0587'REFERENCE MARK 2 CHECKED.  A NEW DESCRIPTION FOLLOWS--
 QN0587'
 QN0587'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF SPOONER,
 QN0587'IN THE SOUTHEAST 1/4 OF SEC. 17, T-38-N, R-13-W, ON THE HIGHEST
 QN0587'POINT OF A NORTHEAST-SOUTHWEST RIDGE ABOUT 1/4 MILE NORTH OF MR.
 QN0587'MARKERS HOME, 12 FEET NORTHEAST OF A TWIN TRUNK 14 INCH OAK
 QN0587'TREE, 64 FEET WEST OF A FENCE CORNER, 15 FEET SOUTH OF A FENCE,
 QN0587'12 FEET SOUTHEAST OF A 16 INCH OAK TREE AND 1 FOOT NORTH OF A
 QN0587'METAL WITNESS POST.  THE MONUMENT PROJECTS 8 INCHES AND THE
 QN0587'DISK IS STAMPED MARKER 1934.
 QN0587'
 QN0587'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 AND
 QN0587'U.S. HIGHWAY 53 AND 63 AT SPOONER, GO WEST ON HIGHWAY 70 FOR
 QN0587'6.0 MILES TO THE JUNCTION OF COUNTY RD. O.  TURN LEFT AND GO SOUTH
 QN0587'AND SOUTHEAST ON RD. O FOR 4.1 MILES TO A CROSSROAD.  TURN RIGHT
 QN0587'AND GO WEST ON SECTION LINE ROAD FOR 0.55 MILE TO A DRIVEWAY
 QN0587'RIGHT.  TURN RIGHT AND GO NORTH ON THE DRIVEWAY FOR 0.15 MILE
 QN0587'TO THE HOME OF THE PROPERTY OWNER MR. DELBERT MARKER AND THE
 QN0587'STATION ABOUT 1/4 MILE NORTH.  ROUTE FROM THIS POINT WILL HAVE
 QN0587'TO BE CHECKED WITH PROPERTY OWNER SINCE IT WILL MEAN GOING
 QN0587'ACROSS CULTIVATED FIELDS.
 QN0587'
 QN0587'REFERENCE MARK 2 IS 3 FEET NORTH OF A 16 INCH OAK TREE AND 12 FEET
 QN0587'NORTHWEST OF A 12 INCH OAK TREE.  THE MONUMENT PROJECTS 6 INCHES
 QN0587'AND THE DISK IS STAMPED MARKER NO 2 1934.
 QN0587'
 QN0587'REFERENCE MARK 3 IS A STANDARD DISK STAMPED MARKER 1934 NO 3
 QN0587'1971 SET IN THE TOP OF A 4 INCH CONCRETE FILLED ORANGBURG PIPE
 QN0587'WHICH PROJECTS 8 INCHES, 1 FOOT SOUTH OF THE FENCE AND 45 FEET
 QN0587'WEST OF THE FENCE CORNER.
 QN0587'
 QN0587'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 QN0587'
 QN0587'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 QN0587'NORTHWEST OF SHELL LAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0961 ***********************************************************************
 OM0961  DESIGNATION -  MARKESAN CANNING CO STACK
 OM0961  PID         -  OM0961
 OM0961  STATE/COUNTY-  WI/GREEN LAKE
 OM0961  USGS QUAD   -  MARKESAN (1980)
 OM0961
 OM0961                         *CURRENT SURVEY CONTROL
 OM0961  ___________________________________________________________________
 OM0961* NAD 83(1991)-  43 42 18.40466(N)    088 58 39.42602(W)     ADJUSTED  
 OM0961* NAVD 88     -                                                        
 OM0961  ___________________________________________________________________
 OM0961  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 OM0961  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 OM0961
 OM0961  HORZ ORDER  -  THIRD
 OM0961
 OM0961.The horizontal coordinates were established by classical geodetic methods
 OM0961.and adjusted by the National Geodetic Survey in November 1991..
 OM0961
 OM0961
 OM0961.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0961
 OM0961.The geoid height was determined by GEOID03.
 OM0961
 OM0961;                    North         East     Units Scale Factor Converg.
 OM0961;SPC WI S     -   189,928.614   682,399.924   MT  0.99994658   +0 42 08.9
 OM0961;SPC WI S     -   623,124.13  2,238,840.42   sFT  0.99994658   +0 42 08.9
 OM0961;UTM  16      - 4,841,021.569   340,661.542   MT  0.99991229   -1 22 00.2
 OM0961
 OM0961                          SUPERSEDED SURVEY CONTROL
 OM0961
 OM0961  NAD 83(1986)-  43 42 18.39812(N)    088 58 39.43247(W) AD(       ) 4
 OM0961  NAD 27      -  43 42 18.46500(N)    088 58 39.03100(W) AD(       ) 3
 OM0961
 OM0961.Superseded values are not recommended for survey control.
 OM0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0961.See file dsdata.txt to determine how the superseded data were derived.
 OM0961
 OM0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4066241022(NAD 83)
 OM0961
 OM0961  HISTORY     - Date     Condition        Report By
 OM0961  HISTORY     - 1958     MONUMENTED       CGS
 OM0961  HISTORY     - 19970215 MARK NOT FOUND   USPSQD
 OM0961  HISTORY     - 20030813 MARK NOT FOUND   USPSQD
 OM0961
 OM0961                          STATION DESCRIPTION
 OM0961
 OM0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM0961'THE STATION IS THE CENTER OF THE TOP OF THE STACK LOCATED
 OM0961'IN THE NORTHWESTERN SECTION OF MARKESAN ABOUT 200 FEET WEST
 OM0961'OF JOHN STREET.  THE STACK IS GREY CONCRETE AND THE LAST 10
 OM0961'FEET IS PAINTED BLACK.  THE HEIGHT IS APPROXIMATELY 100
 OM0961'FEET.
 OM0961
 OM0961                          STATION RECOVERY (1997)
 OM0961
 OM0961'RECOVERY NOTE BY US POWER SQUADRON 1997
 OM0961'MARK NOT FOUND.
 OM0961
 OM0961                          STATION RECOVERY (2003)
 OM0961
 OM0961'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0961'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0963 ***********************************************************************
 OM0963  DESIGNATION -  MARKESAN MUNICIPAL TANK
 OM0963  PID         -  OM0963
 OM0963  STATE/COUNTY-  WI/GREEN LAKE
 OM0963  USGS QUAD   -  MARKESAN (1980)
 OM0963
 OM0963                         *CURRENT SURVEY CONTROL
 OM0963  ___________________________________________________________________
 OM0963* NAD 83(1991)-  43 42 35.13354(N)    088 59 10.01466(W)     ADJUSTED  
 OM0963* NAVD 88     -                                                        
 OM0963  ___________________________________________________________________
 OM0963  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 OM0963  GEOID HEIGHT-         -35.67  (meters)                     GEOID03
 OM0963
 OM0963  HORZ ORDER  -  THIRD
 OM0963
 OM0963.The horizontal coordinates were established by classical geodetic methods
 OM0963.and adjusted by the National Geodetic Survey in November 1991..
 OM0963
 OM0963
 OM0963.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0963
 OM0963.The geoid height was determined by GEOID03.
 OM0963
 OM0963;                    North         East     Units Scale Factor Converg.
 OM0963;SPC WI S     -   190,436.489   681,708.869   MT  0.99994702   +0 41 47.9
 OM0963;SPC WI S     -   624,790.38  2,236,573.18   sFT  0.99994702   +0 41 47.9
 OM0963;UTM  16      - 4,841,554.047   339,989.298   MT  0.99991493   -1 22 21.7
 OM0963
 OM0963                          SUPERSEDED SURVEY CONTROL
 OM0963
 OM0963  NAD 83(1986)-  43 42 35.12707(N)    088 59 10.02113(W) AD(       ) 4
 OM0963  NAD 27      -  43 42 35.19400(N)    088 59 09.61800(W) AD(       ) 3
 OM0963
 OM0963.Superseded values are not recommended for survey control.
 OM0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0963.See file dsdata.txt to determine how the superseded data were derived.
 OM0963
 OM0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP3998941554(NAD 83)
 OM0963
 OM0963  HISTORY     - Date     Condition        Report By
 OM0963  HISTORY     - 1958     MONUMENTED       CGS
 OM0963  HISTORY     - 19970215 MARK NOT FOUND   USPSQD
 OM0963  HISTORY     - 20030813 MARK NOT FOUND   USPSQD
 OM0963
 OM0963                          STATION DESCRIPTION
 OM0963
 OM0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM0963'THE STATION IS THE CENTER OF THE BALL ATOP THE WATER TANK
 OM0963'LOCATED IN THE NORTHERN SECTION OF THE TOWN OF MARKESAN JUST
 OM0963'NORTHEAST OF THE INTERSECTION OF EDMAZ AND CATHARINE STREETS.
 OM0963'THE TANK IS SUPPORTED BY A 4-LEGGED STEEL STRUCTURE WITH
 OM0963'AN OVERALL HEIGHT OF APPROXIMATELY 100 FEET.  THE TANK AND
 OM0963'SUPPORTING STRUCTURE ARE PAINTED SILVER.
 OM0963
 OM0963                          STATION RECOVERY (1997)
 OM0963
 OM0963'RECOVERY NOTE BY US POWER SQUADRON 1997
 OM0963'MARK NOT FOUND.
 OM0963
 OM0963                          STATION RECOVERY (2003)
 OM0963
 OM0963'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0963'NOT FOUND.  THE SITE IS NOW AN EMPTY LOT.  A NEW TANK WAS BUILT IN THE
 OM0963'NORTHWEST PART OF MARKESAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0962 ***********************************************************************
 OM0962  DESIGNATION -  MARKESAN ZION EV U B CH SPIRE
 OM0962  PID         -  OM0962
 OM0962  STATE/COUNTY-  WI/GREEN LAKE
 OM0962  USGS QUAD   -  MARKESAN (1980)
 OM0962
 OM0962                         *CURRENT SURVEY CONTROL
 OM0962  ___________________________________________________________________
 OM0962* NAD 83(1991)-  43 42 32.46873(N)    088 59 10.82539(W)     ADJUSTED  
 OM0962* NAVD 88     -                                                        
 OM0962  ___________________________________________________________________
 OM0962  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 OM0962  GEOID HEIGHT-         -35.67  (meters)                     GEOID03
 OM0962
 OM0962  HORZ ORDER  -  THIRD
 OM0962
 OM0962.The horizontal coordinates were established by classical geodetic methods
 OM0962.and adjusted by the National Geodetic Survey in November 1991..
 OM0962
 OM0962
 OM0962.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0962
 OM0962.The geoid height was determined by GEOID03.
 OM0962
 OM0962;                    North         East     Units Scale Factor Converg.
 OM0962;SPC WI S     -   190,354.035   681,691.720   MT  0.99994695   +0 41 47.4
 OM0962;SPC WI S     -   624,519.86  2,236,516.92   sFT  0.99994695   +0 41 47.4
 OM0962;UTM  16      - 4,841,472.269   339,969.184   MT  0.99991501   -1 22 22.2
 OM0962
 OM0962                          SUPERSEDED SURVEY CONTROL
 OM0962
 OM0962  NAD 83(1986)-  43 42 32.46227(N)    088 59 10.83191(W) AD(       ) 4
 OM0962  NAD 27      -  43 42 32.52900(N)    088 59 10.42900(W) AD(       ) 3
 OM0962
 OM0962.Superseded values are not recommended for survey control.
 OM0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0962.See file dsdata.txt to determine how the superseded data were derived.
 OM0962
 OM0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP3996941472(NAD 83)
 OM0962
 OM0962  HISTORY     - Date     Condition        Report By
 OM0962  HISTORY     - 1958     MONUMENTED       CGS
 OM0962  HISTORY     - 19970215 GOOD             USPSQD
 OM0962  HISTORY     - 20030813 GOOD             USPSQD
 OM0962
 OM0962                          STATION DESCRIPTION
 OM0962
 OM0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM0962'THE STATION IS THE CENTER OF THE SPIRE ON TOP OF THE CHURCH
 OM0962'LOCATED IN THE NORTHERN SECTION OF MARKESAN IN THE NORTHWEST
 OM0962'ANGLE OF THE INTERSECTION OF HIGH AND CAROLINE STREETS.
 OM0962'THE SPIRE IS WHITE WITH A GOLD ORNAMENT ON THE TOP.  THE
 OM0962'HEIGHT IS APPROXIMATELY 70 FEET.
 OM0962
 OM0962                          STATION RECOVERY (1997)
 OM0962
 OM0962'RECOVERY NOTE BY US POWER SQUADRON 1997
 OM0962'RECOVERED IN GOOD CONDITION.
 OM0962
 OM0962                          STATION RECOVERY (2003)
 OM0962
 OM0962'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0962'RECOVERED IN GOOD CONDITION.  NOTE-- THE CHURCH IS NOT TE UNITED
 OM0962'METHODIST CHURCH.  THE CROSS ON TOP IS SILVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0118 ***********************************************************************
 OL0118  DESIGNATION -  MARQUETTE
 OL0118  PID         -  OL0118
 OL0118  STATE/COUNTY-  WI/MILWAUKEE
 OL0118  USGS QUAD   -  MILWAUKEE (1971)
 OL0118
 OL0118                         *CURRENT SURVEY CONTROL
 OL0118  ___________________________________________________________________
 OL0118* NAD 83(1986)-  43 02 14.     (N)    087 55 40.     (W)     SCALED    
 OL0118* NAVD 88     -       195.474  (meters)     641.32   (feet)  ADJUSTED  
 OL0118  ___________________________________________________________________
 OL0118  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 OL0118  DYNAMIC HT  -         195.422 (meters)     641.15  (feet)  COMP
 OL0118  MODELED GRAV-     980,351.2   (mgal)                       NAVD 88
 OL0118
 OL0118  VERT ORDER  -  FIRST     CLASS 0
 OL0118
 OL0118.The horizontal coordinates were scaled from a topographic map and have
 OL0118.an estimated accuracy of +/- 6 seconds.
 OL0118
 OL0118.The orthometric height was determined by differential leveling
 OL0118.and adjusted by the National Geodetic Survey in June 1991..
 OL0118.WARNING-Repeat measurements at this control monument indicate possible
 OL0118.vertical movement.
 OL0118
 OL0118.The geoid height was determined by GEOID03.
 OL0118
 OL0118.The dynamic height is computed by dividing the NAVD 88
 OL0118.geopotential number by the normal gravity value computed on the
 OL0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0118.degrees latitude (g = 980.6199 gals.).
 OL0118
 OL0118.The modeled gravity was interpolated from observed gravity values.
 OL0118
 OL0118;                    North         East    Units  Estimated Accuracy
 OL0118;SPC WI S     -   117,320.      768,840.      MT  (+/- 180 meters Scaled)
 OL0118
 OL0118                          SUPERSEDED SURVEY CONTROL
 OL0118
 OL0118  NGVD 29 (??/??/92)  195.559  (m)          641.60   (f) ADJ UNCH    2 0
 OL0118
 OL0118.Superseded values are not recommended for survey control.
 OL0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0118.See file dsdata.txt to determine how the superseded data were derived.
 OL0118
 OL0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN244653(NAD 83)
 OL0118_MARKER: DB = BENCH MARK DISK
 OL0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OL0118_STAMPING: MARQUETTE UNIV 1934 641.596
 OL0118_MARK LOGO: CGS   
 OL0118_PROJECTION: PROJECTING 60 CENTIMETERS
 OL0118_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OL0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0118+STABILITY: SURFACE MOTION
 OL0118_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0118+SATELLITE: SATELLITE OBSERVATIONS - 2001
 OL0118
 OL0118  HISTORY     - Date     Condition        Report By
 OL0118  HISTORY     - 1934     MONUMENTED       CGS
 OL0118  HISTORY     - 1972     GOOD             NGS
 OL0118  HISTORY     - 2001     GOOD             WIDT
 OL0118
 OL0118                          STATION DESCRIPTION
 OL0118
 OL0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0118'AT MILWAUKEE.
 OL0118'AT MILWAUKEE, AT MARQUETTE UNIVERSITY CAMPUS, 203 FEET EAST OF
 OL0118'THE CENTER LINE OF NORTH 13TH STREET, 32 FEET NORTH OF THE CENTER
 OL0118'LINE OF MICHIGAN AVENUE, 25.5 FEET EAST OF THE SOUTHEAST CORNER OF
 OL0118'THE COLLEGE OF BUSINESS ADMINISTRATION BLDG, 15.5 FEET SOUTH OF
 OL0118'THE SOUTHWEST CORNER OF BELLARMINE HALL (FORMERLY THE ENGINEER
 OL0118'BLDG), 4 FEET ABOVE THE LEVEL OF THE AVENUE AND SET IN THE TOP OF
 OL0118'A CONCRETE POST PROJECTING 1.4 FEET ABOVE THE LEVEL OF THE GROUND.
 OL0118'SEC 29, T7N, R 22E
 OL0118
 OL0118                          STATION RECOVERY (2001)
 OL0118
 OL0118'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OL0118'THE STATION IS LOCATED IN MILWAUKEE.  OWNERSHIP--MARQUETTE
 OL0118'UNIVERSITY.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 OL0118'HIGHWAY 43 WITH US HIGHWAY 18 (WEST STATE STREET) IN THE CITY OF
 OL0118'MILWAUKEE, GO WEST ON US HIGHWAY 18 (WEST STATE STREET) FOR 0.1 KM TO
 OL0118'NORTH 11TH STREET, TURN LEFT AND GO SOUTH ON NORTH 11TH STREET FOR
 OL0118'0.6 KM TO A GUARD SHACK AND A DRIVE ON THE RIGHT, TURN RIGHT AND GO
 OL0118'WEST ON THE DRIVE (FORMERLY MICHIGAN AVENUE) FOR 0.1 KM TO THE
 OL0118'STATION ON THE RIGHT. THE STATION IS A BRONZE US COAST AND GEODECTIC
 OL0118'SURVEY BENCH MARK DISK SET IN THE TOP OF A 30-CM SQUARE CONCRETE
 OL0118'POST, ABOUT 1 M ABOVE THE DRIVE PAVEMENT.  THE STATION IS 13.2 M
 OL0118'NORTH OF THE CENTERLINE OF THE DRIVE, 7.8 M EAST OF THE SOUTHEAST
 OL0118'CORNER OF THE BUSINESS ADMISSIONS BUILDING, 4.5 M SOUTH OF THE SOUTH
 OL0118'FACE OF THE GESU PARISH CENTER BUILDING, AND 3.4 M WEST-NORTHWEST OF
 OL0118'A METAL LIGHT POLE.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 OL0118'OBSERVATIONS DUE TO OBSTRUCTIONS IN ALL QUADRANTS EXTENDING HIGHER
 OL0118'THAN 25 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0993 ***********************************************************************
 OM0993  DESIGNATION -  MARQUETTE
 OM0993  PID         -  OM0993
 OM0993  STATE/COUNTY-  WI/GREEN LAKE
 OM0993  USGS QUAD   -  MARQUETTE (1980)
 OM0993
 OM0993                         *CURRENT SURVEY CONTROL
 OM0993  ___________________________________________________________________
 OM0993* NAD 83(1991)-  43 44 13.93621(N)    089 10 03.58717(W)     ADJUSTED  
 OM0993* NAVD 88     -       286.09   (+/-2cm)     938.6    (feet)  VERTCON   
 OM0993  ___________________________________________________________________
 OM0993  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 OM0993  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 OM0993
 OM0993  HORZ ORDER  -  FIRST
 OM0993  VERT ORDER  -  THIRD ? (See Below)
 OM0993
 OM0993.The horizontal coordinates were established by classical geodetic methods
 OM0993.and adjusted by the National Geodetic Survey in November 1991..
 OM0993
 OM0993.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0993.The vertical order pertains to the NGVD 29 superseded value.
 OM0993
 OM0993.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0993
 OM0993.The geoid height was determined by GEOID03.
 OM0993
 OM0993;                    North         East     Units Scale Factor Converg.
 OM0993;SPC WI S     -   193,323.561   667,048.045   MT  0.99994971   +0 34 18.8
 OM0993;SPC WI S     -   634,262.38  2,188,473.46   sFT  0.99994971   +0 34 18.8
 OM0993;UTM  16      - 4,844,968.806   325,442.388   MT  0.99997479   -1 29 56.4
 OM0993
 OM0993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0993!SPC WI S     -   0.99996077  x   0.99994971  =   0.99991048
 OM0993!UTM  16      -   0.99996077  x   0.99997479  =   0.99993556
 OM0993
 OM0993:                Primary Azimuth Mark                     Grid Az
 OM0993:SPC WI S     -  MARQUETTE AZ MK                          109 49 05.9
 OM0993:UTM  16      -  MARQUETTE AZ MK                          111 53 21.1
 OM0993
 OM0993|---------------------------------------------------------------------|
 OM0993| PID    Reference Object                     Distance      Geod. Az  |
 OM0993|                                                           dddmmss.s |
 OM0993| CI9243 MARQUETTE AZ MK                                    1102324.7 |
 OM0993| CI9244 MARQUETTE RM 1                       15.807 METERS 24619     |
 OM0993| CI9245 MARQUETTE RM 2                       15.158 METERS 32920     |
 OM0993|---------------------------------------------------------------------|
 OM0993
 OM0993                          SUPERSEDED SURVEY CONTROL
 OM0993
 OM0993  NAD 83(1986)-  43 44 13.93045(N)    089 10 03.59438(W) AD(       ) 1
 OM0993  NAD 27      -  43 44 14.00100(N)    089 10 03.17700(W) AD(       ) 1
 OM0993  NGVD 29 (07/19/86)  286.13   (m)          938.7    (f) LEVELING    3  
 OM0993
 OM0993.Superseded values are not recommended for survey control.
 OM0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0993.See file dsdata.txt to determine how the superseded data were derived.
 OM0993
 OM0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP2544244969(NAD 83)
 OM0993_MARKER: DS = TRIANGULATION STATION DISK
 OM0993_SETTING: 66 = SET IN ROCK OUTCROP
 OM0993
 OM0993  HISTORY     - Date     Condition        Report By
 OM0993  HISTORY     - 1930     MONUMENTED       CGS
 OM0993  HISTORY     - 1958     GOOD             CGS
 OM0993
 OM0993                          STATION DESCRIPTION
 OM0993
 OM0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (ITS)
 OM0993'ABOUT 9 MILES .S OF PRINCETON, 9 MILES N OF W OF MARKESAN, AND
 OM0993'2-1/2 MILES SW OF THE VILLAGE OF MARQUETTE, ON THE S SHORE
 OM0993'OF PUCKAWAY LAKE.  ON LAND OWNED BY MR. JOHN HINES OF KINGSTON.
 OM0993'
 OM0993'SURFACE MARK IS STANDARD DISK STATION MARK CEMENTED IN DRILL
 OM0993'HOLE IN OUTCROPPING BEDROCK.
 OM0993'
 OM0993'REFERENCE MARKS ARE STANDARD BRONZE DISKS IN DRILL HOLES, IN
 OM0993'OUTCROPPING BEDROCK.
 OM0993'
 OM0993'REFERENCE MARK NO. 1 IS SW OF STATION, ON SOUTHERN SLOPE OF
 OM0993'A VERY LARGE ROCK OUTCROP.
 OM0993'
 OM0993'REFERENCE MARK NO. 2 IS NW OF STATION AT EDGE OF NW SLOPE OF
 OM0993'HILL.
 OM0993'
 OM0993'REACHED FROM N AND E BY STATE HIGHWAY 73 TO JUNCTION WITH
 OM0993'COUNTY TRUNK H, 11.3 MILES SE OF PRINCETON, FOLLOW HIGHWAY H W
 OM0993'5.6 MILES TO MARQUETTE.  CONTINUE ON HIGHWAY H W AND S TO A
 OM0993'ROAD LEADING RIGHT (W) AT A POINT 1.8 MILES FROM MARQUETTE.
 OM0993'THIS ROAD LEADS STRAIGHT W AND IS VISIBLE GOING SQUARELY OVER
 OM0993'THE HILL.  FOLLOW W 1 MILE TO TOP OF GRADE, WHERE A ROAD WILL
 OM0993'BE FOUND FORKING TO THE LEFT INTO A FIELD.  STATION IS SW OF
 OM0993'THIS POINT ON TOP OF THE ISOLATED HILL KNOWN AS THE ROCKS.
 OM0993'STATION IS 25 PACES W OF THE EASTERN EDGE OF TIMBER, 50 PACES
 OM0993'SW OF THE MOST EASTERN POINT OF THE WOODS.
 OM0993'
 OM0993'HEIGHT OF SIGNAL ABOVE STATION MARK - 6 METERS.
 OM0993
 OM0993                          STATION RECOVERY (1958)
 OM0993
 OM0993'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM0993'ALL MARKS WERE FOUND IN GOOD CONDITION AND AN AZIMUTH MARK
 OM0993'WAS ESTABLISHED AT THIS TIME.  THE DISTANCE TO REFERENCE MARK
 OM0993'2 CHECKED BUT THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO
 OM0993'BE .16 OF A FOOT SHORTER.  THE DIRECTION TO REFERENCE MARK 1
 OM0993'DID NOT CHECK BY 3 MINUTES AND THE DIRECTION TO REFERENCE
 OM0993'MARK 2 DID NOT CHECK BY 1 MINUTE AND 13 SECONDS.  THE
 OM0993'OLD DESCRIPTION AND TO REACH ARE INADEQUATE AND A COMPLETE
 OM0993'NEW DESCRIPTION FOLLOWS.
 OM0993'
 OM0993'THE STATION IS ABOUT 4 MILES NORTHWEST OF KINGSTON, ABOUT 2
 OM0993'MILES SOUTHWEST OF MARQUETTE AND ON PROPERTY OWNED BY MR.
 OM0993'MERWIN W. GIESE.  IT IS 30 FEET WEST OF A FENCE AROUND THE
 OM0993'MINK PENS, 25 FEET EAST OF A 10 INCH CEDAR TREE AND ABOUT
 OM0993'200 FEET SOUTHWEST OF A BARN.  THE DISK IS STAMPED MARQUETTE
 OM0993'1930.
 OM0993'
 OM0993'TO REACH THE STATION FROM THE POST OFFICE IN MARQUETTE, GO
 OM0993'WEST AND SOUTH ON COUNTY ROAD H FOR 0.9 MILES TO A PAVED
 OM0993'ROAD RIGHT.  TURN RIGHT AND GO WEST ON THE PAVED ROAD FOR .85
 OM0993'MILE TO A DIM FIELD ROAD LEFT.* CONTINUE WEST ON THE PAVED
 OM0993'ROAD FOR 0.1 MILE TO A HOUSE ON THE LEFT.  TURN LEFT AND PASS
 OM0993'NORTH OF THE HOUSE AND GO WEST FOR ABOUT 300 FEET TO MINK
 OM0993'PENS AND THE STATION AS DESCRIBED.
 OM0993'
 OM0993'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO WEST ON THE
 OM0993'FIELD ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 OM0993'DESCRIBED.
 OM0993'
 OM0993'REFERENCE MARK 1 IS 76 FEET WEST OF THE FENCE AND 8 FEET EAST
 OM0993'OF A 6 INCH CEDAR TREE.  THE DISK IS STAMPED MARQUETTE NO 1
 OM0993'1930.
 OM0993'
 OM0993'REFERENCE MARK 2 IS 30 FEET SOUTHWEST OF THE FENCE AND 10
 OM0993'FEET NORTHWEST OF A 10 INCH CEDAR TREE.  THE DISK IS STAMPED
 OM0993'MARQUETTE NO 2 1930.
 OM0993'
 OM0993'THE AZIMUTH MARK IS 5 FEET NORTH OF THE FIELD ROAD, 2 FEET NORTH
 OM0993'OF A POWER LINE POLE, 1 FOOT WEST OF A FENCE AND 1 FOOT NORTH
 OM0993'OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK
 OM0993'IS STAMPED MARQUETTE 1930.
 OM0993'
 OM0993'NO MEASUREMENT BETWEEN THE REFERENCE MARKS DUE TO THICK UNDERBRUSH.
 OM0993'
 OM0993'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5626 ***********************************************************************
 DH5626  DESIGNATION -  MARQUETTE EAST GPS
 DH5626  PID         -  DH5626
 DH5626  STATE/COUNTY-  WI/GREEN LAKE
 DH5626  USGS QUAD   -  MANCHESTER (1980)
 DH5626
 DH5626                         *CURRENT SURVEY CONTROL
 DH5626  ___________________________________________________________________
 DH5626* NAD 83(1997)-  43 44 14.52048(N)    089 06 48.95715(W)     ADJUSTED  
 DH5626* NAVD 88     -                                                        
 DH5626  ___________________________________________________________________
 DH5626  X           -      71,407.255 (meters)                     COMP
 DH5626  Y           -  -4,615,302.644 (meters)                     COMP
 DH5626  Z           -   4,387,203.329 (meters)                     COMP
 DH5626  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 DH5626  ELLIP HEIGHT-         215.84  (meters)          (08/01/05) GPS OBS
 DH5626  GEOID HEIGHT-         -35.84  (meters)                     GEOID03
 DH5626
 DH5626  HORZ ORDER  -  FIRST
 DH5626  ELLP ORDER  -  SECOND    CLASS I
 DH5626
 DH5626.The horizontal coordinates were established by GPS observations
 DH5626.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5626
 DH5626
 DH5626.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5626
 DH5626.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5626
 DH5626.The ellipsoidal height was determined by GPS observations
 DH5626.and is referenced to NAD 83.
 DH5626
 DH5626.The geoid height was determined by GEOID03.
 DH5626
 DH5626;                    North         East     Units Scale Factor Converg.
 DH5626;SPC WI S     -   193,386.473   671,402.756   MT  0.99994973   +0 36 32.6
 DH5626;SPC WI S     -   634,468.79  2,202,760.54   sFT  0.99994973   +0 36 32.6
 DH5626;UTM  16      - 4,844,874.323   329,796.597   MT  0.99995633   -1 27 41.7
 DH5626
 DH5626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5626!SPC WI S     -   0.99996616  x   0.99994973  =   0.99991589
 DH5626!UTM  16      -   0.99996616  x   0.99995633  =   0.99992249
 DH5626
 DH5626                          SUPERSEDED SURVEY CONTROL
 DH5626
 DH5626.No superseded survey control is available for this station.
 DH5626
 DH5626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP2979744874(NAD 83)
 DH5626_MARKER: DD = SURVEY DISK
 DH5626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5626_STAMPING: MARQUETTE EAST GPS 1994
 DH5626_MARK LOGO: WI-047
 DH5626_PROJECTION: FLUSH
 DH5626_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5626+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2003
 DH5626
 DH5626  HISTORY     - Date     Condition        Report By
 DH5626  HISTORY     - 1994     MONUMENTED       WI-047
 DH5626  HISTORY     - 20030819 GOOD             WIDT
 DH5626
 DH5626                          STATION DESCRIPTION
 DH5626
 DH5626'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5626'OWNERSHIP--GREEN LAKE COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DH5626'OF COUNTY  HIGHWAY B WITH COUNTY HIGHWAY H ABOUT 1 MI SOUTHEAST OF THE
 DH5626'VILLAGE OF MARQUETTE, GO  SOUTH EAST ON COUNTY HIGHWAY B FOR 0.75 MI
 DH5626'TO THE STATION ON THE RIGHT.  THE STATION IS A  BRONZE WISCONSIN
 DH5626'DEPARTMENT OF TRANSPORTATION GEODEDIC CONTROL MARKER DISK, SET IN  THE
 DH5626'TOP OF A 40-CM DIAMETER CONCRETE POST AND ABOUT 0.5 M ABOVE THE
 DH5626'HIGHWAY PAVEMENT.   THE STATION IS 8.6 M SOUTH OF THE CENTERLINE OF
 DH5626'COUNTY HIGHWAY B, 43.7 M SOUTH WEST OF  POWER POLE -- 15-12-30 35/12,
 DH5626'34 M EAST OF A WOOD POST FOR A HORSE CROSSING -- SIGN, 19 M  EAST OF A
 DH5626'FIELD ENTRANCE, 1 M NORTH OF A CULTIVATED FIELD, AND 1.0 M EAST, WEST
 DH5626'OF TWO  ORANGE 4X4 PLASTIC WITNESS POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5502 ***********************************************************************
 DH5502  DESIGNATION -  MARQUETTE N GPS
 DH5502  PID         -  DH5502
 DH5502  STATE/COUNTY-  WI/GREEN LAKE
 DH5502  USGS QUAD   -  MARQUETTE (1980)
 DH5502
 DH5502                         *CURRENT SURVEY CONTROL
 DH5502  ___________________________________________________________________
 DH5502* NAD 83(1997)-  43 43 40.12243(N)    089 12 28.57157(W)     ADJUSTED  
 DH5502* NAVD 88     -                                                        
 DH5502  ___________________________________________________________________
 DH5502  X           -      63,818.174 (meters)                     COMP
 DH5502  Y           -  -4,616,144.156 (meters)                     COMP
 DH5502  Z           -   4,386,432.700 (meters)                     COMP
 DH5502  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 DH5502  ELLIP HEIGHT-         210.78  (meters)          (08/01/05) GPS OBS
 DH5502  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 DH5502
 DH5502  HORZ ORDER  -  FIRST
 DH5502  ELLP ORDER  -  SECOND    CLASS I
 DH5502
 DH5502.The horizontal coordinates were established by GPS observations
 DH5502.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5502
 DH5502
 DH5502.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5502
 DH5502.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5502
 DH5502.The ellipsoidal height was determined by GPS observations
 DH5502.and is referenced to NAD 83.
 DH5502
 DH5502.The geoid height was determined by GEOID03.
 DH5502
 DH5502;                    North         East     Units Scale Factor Converg.
 DH5502;SPC WI S     -   192,248.466   663,813.871   MT  0.99994876   +0 32 39.2
 DH5502;SPC WI S     -   630,735.18  2,177,862.68   sFT  0.99994876   +0 32 39.2
 DH5502;UTM  16      - 4,844,011.250   322,171.370   MT  0.99998897   -1 31 35.8
 DH5502
 DH5502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5502!SPC WI S     -   0.99996695  x   0.99994876  =   0.99991571
 DH5502!UTM  16      -   0.99996695  x   0.99998897  =   0.99995592
 DH5502
 DH5502                          SUPERSEDED SURVEY CONTROL
 DH5502
 DH5502.No superseded survey control is available for this station.
 DH5502
 DH5502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP2217144011(NAD 83)
 DH5502_MARKER: DD = SURVEY DISK
 DH5502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5502_STAMPING: MARQUETTE N GPS 2004
 DH5502_MARK LOGO: WIDT  
 DH5502_PROJECTION: FLUSH
 DH5502_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5502+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5502
 DH5502  HISTORY     - Date     Condition        Report By
 DH5502  HISTORY     - 2003     MONUMENTED       WIDT
 DH5502
 DH5502                          STATION DESCRIPTION
 DH5502
 DH5502'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5502'OWNERSHIP--DEPARTMENT OF NATURAL RESOURCES.  TO REACH THE STATION FROM
 DH5502'THE  JUNCTION OF STATE HIGHWAY 44 (SOUTH STREET) WITH COUNTY HIGHWAY B
 DH5502'(MAIN STREET) IN THE  VILLAGE OF KINGSTON, GO WEST ON COUNTY HIGHWAY B
 DH5502'(MAIN STREET) FOR 2.3 MI TO COUNTY  HIGHWAY H ON THE RIGHT, TURN RIGHT
 DH5502'AND GO NORTH ON COUNTY HIGHWAY H FOR 2.1 MI TO  GRAND RIVER ROAD ON
 DH5502'THE LEFT, TURN LEFT AND GO WEST ON GRAND RIVER ROAD FOR 0.6 MI TO
 DH5502'CEDAR ROAD ON THE RIGHT, CONTINUE WEST ON GRAND RIVER ROAD FOR 1.95 MI
 DH5502'TO A PARKING  AREA ON THE LEFT, TURN LEFT AND GO WEST FOR 0.05 MI TO
 DH5502'THE STATION ON THE RIGHT, THE  STATION IS LOCATED IN THE NORTHWEST END
 DH5502'OF THE PARKING AREA.  THE STATION IS A  BRONZE WISCONSIN DEPARTMENT OF
 DH5502'TRANSPORTATION GEODETIC  SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH5502'A 41-CM DIAMETER CONCRETE POST ABOUT  LEVEL WITH THE PARKING LOT
 DH5502'PAVEMENT.  THE STATION IS 6 M WEST OF THE WESTERN EDGE OF  THE PARKING
 DH5502'LOT, 57 M NORTHWEST OF THE WESTERN MOST WOOD POST FOR A --GRAND RIVER
 DH5502'WILDLIFE AREA DEPARTMENT OF NATURAL RESOURCES-- SIGN, 1.0 M WEST OF A
 DH5502'METAL POST FOR AN  --ACCESS RESTRICTED TO FOOT TRAVEL ONLY-- SIGN, 1.0
 DH5502'M SOUTH OF AN  ORANGE 4X4  PLASTIC WITNESS POST, 1.0 M NORTHEAST OF AN
 DH5502'ORANGE 4X4  PLASTIC WITNESS POST AND 1.0 M WEST-NORTHWEST OF AN ORANGE
 DH5502'4X4 PLASTIC WITNESS POST.   ---NOTE---THIS  STATION HAS NO VISIBLE
 DH5502'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1372 ***********************************************************************
 NH1372  DESIGNATION -  MARSH
 NH1372  PID         -  NH1372
 NH1372  STATE/COUNTY-  WI/ROCK
 NH1372  USGS QUAD   -  ORFORDVILLE (1971)
 NH1372
 NH1372                         *CURRENT SURVEY CONTROL
 NH1372  ___________________________________________________________________
 NH1372* NAD 83(1991)-  42 44 53.17784(N)    089 15 37.08519(W)     ADJUSTED  
 NH1372* NAVD 88     -       275.     (meters)     902.     (feet)  SCALED    
 NH1372  ___________________________________________________________________
 NH1372  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 NH1372  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 NH1372
 NH1372  HORZ ORDER  -  THIRD
 NH1372
 NH1372.The horizontal coordinates were established by classical geodetic methods
 NH1372.and adjusted by the National Geodetic Survey in November 1991..
 NH1372
 NH1372.The orthometric height was scaled from a topographic map.
 NH1372
 NH1372.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1372
 NH1372.The geoid height was determined by GEOID03.
 NH1372
 NH1372;                    North         East     Units Scale Factor Converg.
 NH1372;SPC WI S     -    83,376.725   660,560.565   MT  0.99999705   +0 30 29.7
 NH1372;SPC WI S     -   273,545.14  2,167,189.12   sFT  0.99999705   +0 30 29.7
 NH1372;UTM  16      - 4,735,320.332   315,011.908   MT  1.00002102   -1 32 04.8
 NH1372
 NH1372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1372!SPC WI S     -   0.99996220  x   0.99999705  =   0.99995925
 NH1372!UTM  16      -   0.99996220  x   1.00002102  =   0.99998322
 NH1372
 NH1372|---------------------------------------------------------------------|
 NH1372| PID    Reference Object                     Distance      Geod. Az  |
 NH1372|                                                           dddmmss.s |
 NH1372| CI9249 MARSH RM 1                           17.753 METERS 00617     |
 NH1372| CI9250 MARSH RM 2                           10.285 METERS 27120     |
 NH1372| CI9248 MARSH AZ MK                                        2744913.5 |
 NH1372| NH1383 EVANSVILLE MUNICIPAL STANDPIPE      APPROX. 5.9 KM 3131138.9 |
 NH1372|---------------------------------------------------------------------|
 NH1372
 NH1372                          SUPERSEDED SURVEY CONTROL
 NH1372
 NH1372  NAD 83(1986)-  42 44 53.17122(N)    089 15 37.08710(W) AD(       ) 3
 NH1372  NAD 27      -  42 44 53.14810(N)    089 15 36.66760(W) AD(       ) 3
 NH1372
 NH1372.Superseded values are not recommended for survey control.
 NH1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1372.See file dsdata.txt to determine how the superseded data were derived.
 NH1372
 NH1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1501235320(NAD 83)
 NH1372_MARKER: DS = TRIANGULATION STATION DISK
 NH1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1372_STAMPING: MARSH 1957
 NH1372_MARK LOGO: CGS   
 NH1372_MAGNETIC: N = NO MAGNETIC MATERIAL
 NH1372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1372+STABILITY: SURFACE MOTION
 NH1372
 NH1372  HISTORY     - Date     Condition        Report By
 NH1372  HISTORY     - 1957     MONUMENTED       CGS
 NH1372  HISTORY     - 1974     GOOD             LOCENG
 NH1372  HISTORY     - 19841108 GOOD             NGS
 NH1372  HISTORY     - 19960504 GOOD             USPSQD
 NH1372  HISTORY     - 20010331 GOOD             NGS
 NH1372
 NH1372                          STATION DESCRIPTION
 NH1372
 NH1372'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1372'THE STATION IS LOCATED ABOUT 3.0 MILES SOUTHEAST OF EVANSVILLE,
 NH1372'ABOUT 1.5 MILES NORTHWEST OF MARSH CREEK AND IS ON COUNTY
 NH1372'ROAD RIGHT-OF-WAY PROPERTY.  IT IS 2 FEET NORTH OF A WIRE
 NH1372'FENCE, 23 FEET SOUTH OF THE CENTERLINE OF COON ISLAND ROAD,
 NH1372'4 FEET WEST OF WHITE WITNESS POST AND 150 FEET WEST OF THE
 NH1372'POINT WHERE COON ISLAND ROAD TURNS FROM EAST TO SOUTH.  THE
 NH1372'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED MARSH
 NH1372'1957.
 NH1372'
 NH1372'TO REACH THE STATION FROM THE U.S. POST OFFICE IN EVANSVILLE
 NH1372'GO EAST ON MAIN STREET FOR 0.25 MILE TO THE JUNCTION WITH
 NH1372'U.S. HIGHWAY 14.  CONTINUE AHEAD, EAST, FOR 1.05 MILES TO
 NH1372'A PAVED CROSSROAD, COUNTY ROAD M.  TURN RIGHT AND GO SOUTH
 NH1372'ON COUNTY ROAD M FOR 2.2 MILES TO A SIDE ROAD LEFT, COON
 NH1372'ISLAND ROAD.  TURN LEFT AND GO EAST ON COON ISLAND ROAD FOR
 NH1372'0.55 MILE TO A PAVED CROSSROAD, MARSH ROAD.  CONTINUE AHEAD,
 NH1372'EAST, FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT, NORTH,
 NH1372'SIDE OF ROAD.  CONTINUE AHEAD, EAST, FOR 0.4 MILE TO THE
 NH1372'STATION ON THE RIGHT, SOUTH, SIDE OF ROAD.
 NH1372'
 NH1372'REFERENCE MARK 1 IS 150 FEET WEST OF POINT WHERE COON ISLAND
 NH1372'ROAD TURNS FROM EAST TO SOUTH, 30 FEET NORTH OF THE CENTERLINE
 NH1372'OF COON ISLAND ROAD AND 1 FOOT SOUTH OF A WIRE FENCE.  THE
 NH1372'MONUMENT IS FLUSH AND THE DISK IS STAMPED MARSH NO 1 1957.
 NH1372'
 NH1372'REFERENCE MARK 2 IS 29 FEET SOUTH OF THE CENTERLINE OF COON
 NH1372'ISLAND ROAD AND 1 FOOT NORTH OF A WIRE FENCE.  THE MONUMENT
 NH1372'IS FLUSH AND THE DISK IS STAMPED MARSH NO 2 1957.
 NH1372'
 NH1372'THE AZIMUTH MARK IS 29 FEET NORTH OF THE CENTERLINE OF COON
 NH1372'ISLAND ROAD, 1 FOOT SOUTH OF A WIRE FENCE AND 2 FEET WEST
 NH1372'OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK
 NH1372'IS STAMPED MARSH 1957.
 NH1372'
 NH1372'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NH1372
 NH1372                          STATION RECOVERY (1974)
 NH1372
 NH1372'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 (WK)
 NH1372'RECOVERED BY R.H. BATTERMAN AND CO.
 NH1372'
 NH1372'DID NOT COPY MARK-FOUND WHITE WITNESS POSTS AS CALLED FOR
 NH1372'AND SET METAL WITNESS POST AND SIGN NEXT TO WITNESS POST
 NH1372'AT STATION AND ALSO AT AZIMUTH MARK
 NH1372
 NH1372                          STATION RECOVERY (1984)
 NH1372
 NH1372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 NH1372'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE MONUMENT FOR RM
 NH1372'2 WAS FOUND WITH THE DISK MISSING.  RM 1 AND THE AZ MK WERE NOT FOUND
 NH1372'RECOVERED.  PROPERTY OWNER SAYS THEY WERE BLADED OUT BY MACHINERY WHEN
 NH1372'FENCE WAS TAKEN OUT AND THE ROAD WAS WIDENED.  A NEW RM 3 AND 4 AND AZ
 NH1372'MK 2 WAS ESTABLISHED AT THIS TIME.  THE STATION IS LOCATED ABOUT 3.0
 NH1372'MILES (4.8 KM) SE OF EVANSVILLE, ABOUT 1.5 MILES (2.4 KM) NW OF MARSH
 NH1372'CREEK.  OWNERSHIP-- COUNTY ROAD RIGHT-OF-WAY. TO REACH THE STATION
 NH1372'FROM THE POST OFFICE IN EVANSVILLE GO E ON MAIN STREET FOR 0.25 MILE
 NH1372'(0.40 KM) TO THE JUNCTOIN WIH U.S HWY 14. CONTINUE AHEAD, FOR 1.05
 NH1372'MILE (1.69 KM) TO A PAVED CROSSSRAD, COUNTY TRUNK M.  TURN RIGHT AND
 NH1372'GO S ON COUNTY TRUNK M FOR 2.2 MILES (3.5 KM) TO A SIDE ROAD LEFT,
 NH1372'COON ISLAND ROAD.  TURN LEFT AND GO E ON COON ISLAND ROAD FOR 0.55
 NH1372'MILE (0.89 KM) TO A PAVED CROSSROAD, MARSH ROAD AND THE AZ MK IN THE
 NH1372'NE QUARDRANT OF THE INTERSECTION. CONTINUE E ON COON ISLAND ROAD FOR
 NH1372'0.45 MILE (0.72 KM) TO THE STATION ON RIGHT, JUST BEFORE REACHING
 NH1372'CURVE IN ROAD TO THE SOUTH.
 NH1372' 
 NH1372'THE STATION IS A STANDARD CGS DISK STAMPED---MARSH 1957---, SET INTO
 NH1372'THE TOP OF A SQUARE CONCRETE MOUMENT, 36 CM (12 INCHES) IN DIAMETER,
 NH1372'FLUSH WITH GROUND.  THE STATION IS LOCATED 143.0 FT (43.6 M) W FROM A
 NH1372'60 INCH DIAMETER MAPLE TREE, 105.0 FT (32.0 M) W FROM A UTILITY POLE,
 NH1372'29.0 FT (8.8 M) S FROM THE CENTERLINE OF COON ISLAND ROAD, 4.8 FT (1.5
 NH1372'M) W FROM A METAL WITNESS POST AND A 4 X 4 INCH WOOD WITNESS POST, AND
 NH1372'4.6 FT (1.4 M) N FROM THE EDGE OF A CULTIVATED FIELD.  RM NO 3, IS A
 NH1372'STANDARD NGS DISK STAMPED---MARSH 1957 NO 3 1984---, SET INTO THE TOP
 NH1372'OF A ROUND CONCRETE MONUMENT, 30 CM IN DIAMETER, FLUSH WITH GROUND.
 NH1372'THE STATION IS LOCATED 119.0 FT (36.3 M) W FROM THE 60 INCH MAPLE
 NH1372'TREE, 79.0 FT (24.1 M) W FROM THE UTILITY POLE, 29.0 FT (8.8 M) S FROM
 NH1372'THE CENTERLINE OF COON ISLAND ROAD, AND 1.5 FT (0.5 M) N FROM A
 NH1372'CARSONITE WITNESS POST, AND 0.5 FT (15.2 CM) BELOW THE STATION.  RM NO
 NH1372'4, IS A STANDARD NGS DISK STAMPED---MARSH 1957 NO 4 1984---, CEMENTED
 NH1372'IN A DRILL HOLE IN THE CONCRETE MONUMENT LEFT FROM RM 2 AFTER DISK HAD
 NH1372'BEEN TORN OUT.  THE STATION IS LOCATED 30.0 FT (9.1 M) S FROM THE
 NH1372'CENTERLINE OF COON ISLAND ROAD, 4.0 FT (1.2 M) N FROM THE EDGE OF
 NH1372'CULTIVATED FIELD, AND 1.5 FT (0.5 M) E FROM A CARSOITE WITNESS POST,
 NH1372'AND 0.5 FT (15.2 CM) ABOVE THE STATION.  AZ MK NO 2, IS A STANDARD NGS
 NH1372'DISK STAMPED---MARSH 1957 NO 2 1984---, SET INTO THE TOP OF A ROUND
 NH1372'CONCRETE MONUMENT, 30 CM IN DIAMETER, FLUSH WITH GROUND.  THE STATION
 NH1372'IS LOCATED, 45.6 FT (13.9 M) E FROM THE CENTERLINE OF A PAVED ROAD
 NH1372'(MARSH ROAD), 18.4 FT (5.6 M) N FROM THE CENTERLINE OF COON ISLAND
 NH1372'ROAD, 3.0 FT (0.9 M) E FROM A STOP SIGN, AND 2.0 FT (0.6 M) S FROM A
 NH1372'METAL WITNESS POST.  TO REACH THE AZ MK FROM THE STATION, GO W ON COON
 NH1372'ISLAND RD FOR 0.45 MILES (0.72 KM) TO A CROSSROAD, (MARSH ROAD) THE
 NH1372'MARK SET 3 FT (0.9 M) E OF STOP SIGN IN THE NE QUADRANT OF THE
 NH1372'INTERSECTION.
 NH1372
 NH1372                          STATION RECOVERY (1996)
 NH1372
 NH1372'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1372'RECOVERED IN GOOD CONDITION.
 NH1372
 NH1372                          STATION RECOVERY (2001)
 NH1372
 NH1372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1372'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1184 ***********************************************************************
 OM1184  DESIGNATION -  MARSH
 OM1184  PID         -  OM1184
 OM1184  STATE/COUNTY-  WI/ADAMS
 OM1184  USGS QUAD   -  GRAND MARSH (1981)
 OM1184
 OM1184                         *CURRENT SURVEY CONTROL
 OM1184  ___________________________________________________________________
 OM1184* NAD 83(1991)-  43 52 33.41320(N)    089 39 53.92680(W)     ADJUSTED  
 OM1184* NAVD 88     -       339.4    (meters)    1114.     (feet)  VERTCON   
 OM1184  ___________________________________________________________________
 OM1184  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 OM1184  GEOID HEIGHT-         -35.67  (meters)                     GEOID03
 OM1184
 OM1184  HORZ ORDER  -  FIRST
 OM1184
 OM1184.The horizontal coordinates were established by classical geodetic methods
 OM1184.and adjusted by the National Geodetic Survey in November 1991..
 OM1184
 OM1184.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM1184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM1184
 OM1184.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1184
 OM1184.The geoid height was determined by GEOID03.
 OM1184
 OM1184;                    North         East     Units Scale Factor Converg.
 OM1184;SPC WI S     -   208,457.964   626,925.663   MT  0.99996684   +0 13 48.7
 OM1184;SPC WI S     -   683,915.84  2,056,838.61   sFT  0.99996684   +0 13 48.7
 OM1184;UTM  16      - 4,861,547.329   285,889.807   MT  1.00016388   -1 50 52.1
 OM1184
 OM1184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1184!SPC WI S     -   0.99995238  x   0.99996684  =   0.99991922
 OM1184!UTM  16      -   0.99995238  x   1.00016388  =   1.00011625
 OM1184
 OM1184:                Primary Azimuth Mark                     Grid Az
 OM1184:SPC WI S     -  LIME                                     034 09 44.1
 OM1184:UTM  16      -  LIME                                     036 14 24.9
 OM1184
 OM1184|---------------------------------------------------------------------|
 OM1184| PID    Reference Object                     Distance      Geod. Az  |
 OM1184|                                                           dddmmss.s |
 OM1184| OM1182 LIME                                APPROX.10.8 KM 0342332.8 |
 OM1184| CI9246 MARSH RM 1                           31.178 METERS 04354     |
 OM1184| CI9247 MARSH RM 2                          176.128 METERS 33936     |
 OM1184|---------------------------------------------------------------------|
 OM1184
 OM1184                          SUPERSEDED SURVEY CONTROL
 OM1184
 OM1184  NAD 83(1986)-  43 52 33.40976(N)    089 39 53.93425(W) AD(       ) 1
 OM1184  NAD 27      -  43 52 33.50500(N)    089 39 53.48200(W) AD(       ) 1
 OM1184  NGVD 29 (07/19/86)  339.4    (m)         1114.     (f) VERT ANG       
 OM1184
 OM1184.Superseded values are not recommended for survey control.
 OM1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1184.See file dsdata.txt to determine how the superseded data were derived.
 OM1184
 OM1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP8589061547(NAD 83)
 OM1184_MARKER: DS = TRIANGULATION STATION DISK
 OM1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1184_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 OM1184
 OM1184  HISTORY     - Date     Condition        Report By
 OM1184  HISTORY     - 1930     MONUMENTED       CGS
 OM1184  HISTORY     - 1973     SEE DESCRIPTION  WIDT
 OM1184  HISTORY     - 1981     GOOD             NGS
 OM1184
 OM1184                          STATION DESCRIPTION
 OM1184
 OM1184'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (ITS)
 OM1184'ABOUT 2 MILES SSE OF GRAND MARSH, 9 MILES W OF WESTFIELD,
 OM1184'ON A LOW SANDY RIDGE, ON LAND OWNED BY MR. W.M. SHIEBER WHO
 OM1184'LIVES 1-3/4 MILES E OF GRAND MARSH.
 OM1184'
 OM1184'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 OM1184'DISKS SET IN CONCRETE.
 OM1184'SURFACE MARK IS SET 4 INCHES ABOVE SURFACE OF THE GROUND.
 OM1184'
 OM1184'REFERENCE MARK NO. 1 IS NE OF STATION IN E-W FENCE LINE.
 OM1184'MARK IS SET 4 INCHES ABOVE THE GROUND.
 OM1184'
 OM1184'REFERENCE MARK NO. 2 IS NW OF THE STATION, 8 FEET W OF THE E
 OM1184'EDGE OF TIMBERLAND IN NW CORNER OF CLEARED FIELD.  MARK IS
 OM1184'SET 4 INCHES ABOVE THE GROUND.
 OM1184'
 OM1184'REACHED FROM ADAMS BY STATE HIGHWAY 13 S 4 MILES, AND COUNTY
 OM1184'TRUNK B E 6-1/2 MILES TO GRAND MARSH, THENCE E ON HIGHWAY
 OM1184'H 1-1/2 MILES AND S 1/4 MILE, E 1 MILE AND S 1/2 MILE TO CORNER
 OM1184'WHERE HIGHWAY H TURNS E OPPOSITE HOME OF MR. F. HOSKINS.
 OM1184'TURN INTO HOSKINS LANE ON W, AND FOLLOW W ALONG N SIDE OF
 OM1184'FENCE 0.3 MILE TO TOP OF RIDGE.  STATION IS ON S SIDE OF FENCE
 OM1184'IN WOODS, 24 PACES S OF FENCE LINE AT A POINT 85 PACES E OF
 OM1184'THE WESTERN EDGE OF A CLEARED AREA.
 OM1184'
 OM1184'HEIGHT OF SIGNAL ABOVE STATION MARK - 27.4 METERS.
 OM1184
 OM1184                          STATION RECOVERY (1973)
 OM1184
 OM1184'RECOVERY NOTE BY WI DEPT OF TRANSP 1973 (GN)
 OM1184'MARSH 1930-SCARRED-WITNESS POST SET NEARBY
 OM1184'
 OM1184'R.M. 1-SCARRED-WITNESS POST SET NEARBY
 OM1184'
 OM1184'R.M. 2-GOOD-WITNESS POST SET NEARBY
 OM1184'
 OM1184'COUNTY TRUNK H AS DESCRIBED IS NOW DESIGNATED AS COUNTY TRUNK
 OM1184'E.  FOLLOW ORIGINAL HIGHWAY ROUTE TO HOME OF H. HOSKINS,
 OM1184'GO WEST ALONG N. SIDE OF FENCE 0.3 MILE TO TOP OF RIDGE.
 OM1184'STATION 71 FT SOUTH OF E-W FENCE, IN LINE WITH N-S. FENCE
 OM1184'LINE.  STATION IN WOODS.
 OM1184
 OM1184                          STATION RECOVERY (1981)
 OM1184
 OM1184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 OM1184'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 OM1184'DESCRIBED IN GOOD CONDITION. THE HORIZONTAL DIRECTION AND
 OM1184'THE DISTANCE TO REFERENCE MARKS 1 AND 2 COMPARED FAVORABLE
 OM1184'WITH THE 1930 DATA BY I.T.S.
 OM1184'THE STATION IS LOCATED 4.0 KM (2-1/2 MI) SOUTHEAST OF GRAND
 OM1184'MARSH, 4.8 KM (3 MI) NORTH-NORTHWEST OF BROOKS, 14.5 KM
 OM1184'(9 MI) WEST OF WESTFIELD, IN THE NW 1/4,S16,T16N,R7E OF
 OM1184'NEW CHESTER TOWNSHIP.
 OM1184'OWNERSHIP-- MRS. AGNES HOSKINS, POST MASTER IN GRAND MARSH,
 OM1184'RT. 1, GRAND MARSH WI, PHONE 608-339-3293.
 OM1184'
 OM1184'TO REACH THE STATION FROM THE POST OFFICE IN GRAND MARSH, GO
 OM1184'EAST ON COUNTY ROUTE E FOR 4.8 KM (3.0 MI) TO A POINT WHERE
 OM1184'COUNTY ROUTE E TURNS LEFT AND 4 TH AVENUE CONTINUES SOUTH
 OM1184'AT A WHITE HOUSE ON THE RIGHT (MRS. HASKINS HOUSE). TURN RIGHT
 OM1184'INTO A DRIVEWAY TO THE HOUSE AND GO WEST FOR 0.8 KM (0.05 MI)
 OM1184'TO A BOARD GATE BETWEEN TWO FARM BUILDINGS. PASS THROUGH GATE
 OM1184'AND GO WEST ON A TRACK ROAD FOR 0.2 KM (0.1 MI) TO THE SOUTHEAST
 OM1184'CORNER OF A FIELD. CONTINUE AHEAD ALONG THE SOUTH EDGE OF THE
 OM1184'FIELD FOR 0.3 KM (0.2 MI) TO A FENCE CORNER AND THE STATION ON
 OM1184'THE LEFT IN THE WOODS AS DESCRIBED.
 OM1184'
 OM1184'THE STATION IS A STANDARD CGS DISK
 OM1184'STAMPED---MARSH 1930---,
 OM1184'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 OM1184'PROJECTING 5 CM ABOVE THE GROUND.  IT IS LOCATED
 OM1184'21.0 METERS (69.0 FT) SOUTH FROM THE FENCE CORNER.
 OM1184'4.6 METERS (15.0 FT) NORTH FROM A TRIANGULAR BLAZED TREE.
 OM1184'1.0 METER (3.3 FT) SOUTHWEST FROM A METAL WITNESS POST.
 OM1184'
 OM1184'REFERENCE MARK NUMBER 1 IS A STANDARD CGS DISK
 OM1184'STAMPED---MARSH 1930 NO 1---,
 OM1184'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 OM1184'PROJECTING 5 CM ABOVE THE GROUND.  IT IS LOCATED
 OM1184'21.0 METERS (69.0 FT) EAST FROM A FENCE CORNER.
 OM1184'1.10 METERS (3.5 FT) WEST FROM A METAL WITNESS POST.
 OM1184'0.30 METER (1.0 FT) SOUTH FROM A FENCE.
 OM1184'MARK IS BELOW STATION 0.46 METERS.
 OM1184'
 OM1184'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK
 OM1184'STAMPED---MARSH 1930 NO 2---,
 OM1184'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 OM1184'PROJECTING 6 CM ABOVE THE GROUND.  IT IS LOCATED
 OM1184'63.40 METERS (208 FT) WEST FROM A FENCE.
 OM1184'0.79 METER (2.8 FT) WEST-SOUTHWEST FROM A METAL WITNESS POST.
 OM1184'MARK IS BELOW STATION 3.0 METERS.
 OM1184'
 OM1184'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF TREES AND BRUSH.
 OM1184'
 OM1184'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0564 ***********************************************************************
 PO0564  DESIGNATION -  MARSH
 PO0564  PID         -  PO0564
 PO0564  STATE/COUNTY-  WI/MONROE
 PO0564  USGS QUAD   -  WYEVILLE (1981)
 PO0564
 PO0564                         *CURRENT SURVEY CONTROL
 PO0564  ___________________________________________________________________
 PO0564* NAD 83(1991)-  44 00 47.46680(N)    090 27 59.01513(W)     ADJUSTED  
 PO0564* NAVD 88     -       286.     (meters)     938.     (feet)  SCALED    
 PO0564  ___________________________________________________________________
 PO0564  LAPLACE CORR-          -6.43  (seconds)                    DEFLEC99
 PO0564  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 PO0564
 PO0564  HORZ ORDER  -  FIRST
 PO0564
 PO0564.The horizontal coordinates were established by classical geodetic methods
 PO0564.and adjusted by the National Geodetic Survey in March 1999..
 PO0564
 PO0564.The orthometric height was scaled from a topographic map.
 PO0564
 PO0564.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0564
 PO0564.The geoid height was determined by GEOID03.
 PO0564
 PO0564;                    North         East     Units Scale Factor Converg.
 PO0564;SPC WI S     -   223,756.697   562,601.256   MT  0.99998958   -0 19 13.7
 PO0564;SPC WI S     -   734,108.43  1,845,800.95   sFT  0.99998958   -0 19 13.7
 PO0564;UTM  15      - 4,876,458.258   703,087.070   MT  1.00010729   +1 45 39.6
 PO0564
 PO0564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0564!SPC WI S     -   0.99996048  x   0.99998958  =   0.99995006
 PO0564!UTM  15      -   0.99996048  x   1.00010729  =   1.00006777
 PO0564
 PO0564                          SUPERSEDED SURVEY CONTROL
 PO0564
 PO0564  NAD 83(1991)-  44 00 47.46627(N)    090 27 59.01521(W) AD(       ) 1
 PO0564  NAD 83(1986)-  44 00 47.46647(N)    090 27 59.02227(W) AD(       ) 1
 PO0564  NAD 27      -  44 00 47.59500(N)    090 27 58.54500(W) AD(       ) 1
 PO0564
 PO0564.Superseded values are not recommended for survey control.
 PO0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0564.See file dsdata.txt to determine how the superseded data were derived.
 PO0564
 PO0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0308776458(NAD 83)
 PO0564_MARKER: N = NAIL
 PO0564_SETTING: 0 = UNSPECIFIED SETTING
 PO0564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PO0564
 PO0564  HISTORY     - Date     Condition        Report By
 PO0564  HISTORY     - 1926     MONUMENTED       CGS
 PO0564  HISTORY     - 1935     POOR             CGS
 PO0564
 PO0564                          STATION DESCRIPTION
 PO0564
 PO0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PO0564'STATION IS APPROXIMATELY 2 MILES E OF THE DEPOT AT NORTH TOMAH,
 PO0564'AT THE POINT OF INTERSECTION OF THE TANGENTS OF THE N RAIL FROM
 PO0564'THE E AND S RAIL FROM THE W, ON THE FIRST CURVE E OF THE
 PO0564'VILLAGE OF NORTH TOMAH.
 PO0564'
 PO0564'STATION IS MARKED BY A NAIL IN TOP OF 4- BY 4-INCH STAKE
 PO0564'DRIVEN IN GROUND.
 PO0564
 PO0564                          STATION RECOVERY (1935)
 PO0564
 PO0564'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (TRB)
 PO0564'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
 PO0564'STAKE HAS BEEN FORCED OUT OF THE GROUND BY FROST ACTION ABOUT
 PO0564'4 INCHES AND IS LOOSE SO IT CAN BE MOVED IN ANY DIRECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5128 ***********************************************************************
 DH5128  DESIGNATION -  MARSHALL E GPS
 DH5128  PID         -  DH5128
 DH5128  STATE/COUNTY-  WI/RICHLAND
 DH5128  USGS QUAD   -  GILLINGHAM (1983)
 DH5128
 DH5128                         *CURRENT SURVEY CONTROL
 DH5128  ___________________________________________________________________
 DH5128* NAD 83(1997)-  43 25 40.38037(N)    090 26 41.93068(W)     ADJUSTED  
 DH5128* NAVD 88     -                                                        
 DH5128  ___________________________________________________________________
 DH5128  X           -     -36,032.198 (meters)                     COMP
 DH5128  Y           -  -4,639,417.278 (meters)                     COMP
 DH5128  Z           -   4,362,291.444 (meters)                     COMP
 DH5128  LAPLACE CORR-          -6.48  (seconds)                    DEFLEC99
 DH5128  ELLIP HEIGHT-         211.00  (meters)          (08/01/05) GPS OBS
 DH5128  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 DH5128
 DH5128  HORZ ORDER  -  FIRST
 DH5128  ELLP ORDER  -  SECOND    CLASS I
 DH5128
 DH5128.The horizontal coordinates were established by GPS observations
 DH5128.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5128
 DH5128
 DH5128.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5128
 DH5128.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5128
 DH5128.The ellipsoidal height was determined by GPS observations
 DH5128.and is referenced to NAD 83.
 DH5128
 DH5128.The geoid height was determined by GEOID03.
 DH5128
 DH5128;                    North         East     Units Scale Factor Converg.
 DH5128;SPC WI S     -   158,720.334   563,971.228   MT  0.99993265   -0 18 20.7
 DH5128;SPC WI S     -   520,734.96  1,850,295.60   sFT  0.99993265   -0 18 20.7
 DH5128;UTM  15      - 4,811,503.291   706,808.367   MT  1.00012613   +1 45 25.4
 DH5128
 DH5128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5128!SPC WI S     -   0.99996691  x   0.99993265  =   0.99989957
 DH5128!UTM  15      -   0.99996691  x   1.00012613  =   1.00009304
 DH5128
 DH5128                          SUPERSEDED SURVEY CONTROL
 DH5128
 DH5128.No superseded survey control is available for this station.
 DH5128
 DH5128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0680811503(NAD 83)
 DH5128_MARKER: DD = SURVEY DISK
 DH5128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5128_STAMPING: MARSHALL E GPS 2004
 DH5128_MARK LOGO: WIDT  
 DH5128_PROJECTION: FLUSH
 DH5128_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5128+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5128
 DH5128  HISTORY     - Date     Condition        Report By
 DH5128  HISTORY     - 2003     MONUMENTED       WIDT
 DH5128
 DH5128                          STATION DESCRIPTION
 DH5128
 DH5128'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5128'OWNERSHIP--TOWN OF MARSHALL.  TO REACH THE STATION FROM THE JUNCTION
 DH5128'OF STATE  HIGHWAY 56 WITH COUNTY HIGHWAY Z ABOUT 7 MI NORTH-NORTHWEST
 DH5128'OF THE CITY OF RICHLAND  CENTER, GO SOUTHEAST ON STATE HIGHWAY 56 FOR
 DH5128'0.7 MI TO GILLINGHAM DRIVE ON THE LEFT,  TURN LEFT AND GO NORTH ON
 DH5128'GILLINGHAM DRIVE FOR 0.1 MI TO THE STATION ON THE LEFT.  THE  STATION
 DH5128'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DH5128'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DH5128'ABOUT LEVEL WITH  THE ROAD PAVEMENT.  THE STATION IS 6.3 M WEST OF THE
 DH5128'CENTERLINE OF GILLINGHAM DRIVE, 30.5  M SOUTHWEST OF A POWER POLE, 1 M
 DH5128'NORTH OF THE EXTENDED CENTERLINE OF A PRIVATE  ENTRANCE, AND 1 M NORTH
 DH5128'AND SOUTH OF TWO ORANGE 4X4 PLASTIC WITNESS  POSTS.  ---NOTE---THIS
 DH5128'STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER THAN 15  DEGREES
 DH5128'ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5451 ***********************************************************************
 DH5451  DESIGNATION -  MARSHALL GPS
 DH5451  PID         -  DH5451
 DH5451  STATE/COUNTY-  WI/DANE
 DH5451  USGS QUAD   -  MARSHALL (1981)
 DH5451
 DH5451                         *CURRENT SURVEY CONTROL
 DH5451  ___________________________________________________________________
 DH5451* NAD 83(1997)-  43 13 28.50998(N)    089 04 11.27755(W)     ADJUSTED  
 DH5451* NAVD 88     -                                                        
 DH5451  ___________________________________________________________________
 DH5451  X           -      75,572.252 (meters)                     COMP
 DH5451  Y           -  -4,654,469.463 (meters)                     COMP
 DH5451  Z           -   4,345,886.463 (meters)                     COMP
 DH5451  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 DH5451  ELLIP HEIGHT-         249.03  (meters)          (08/01/05) GPS OBS
 DH5451  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 DH5451
 DH5451  HORZ ORDER  -  FIRST
 DH5451  ELLP ORDER  -  SECOND    CLASS I
 DH5451
 DH5451.The horizontal coordinates were established by GPS observations
 DH5451.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5451
 DH5451
 DH5451.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5451
 DH5451.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5451
 DH5451.The ellipsoidal height was determined by GPS observations
 DH5451.and is referenced to NAD 83.
 DH5451
 DH5451.The geoid height was determined by GEOID03.
 DH5451
 DH5451;                    North         East     Units Scale Factor Converg.
 DH5451;SPC WI S     -   136,461.029   675,566.319   MT  0.99993728   +0 38 20.9
 DH5451;SPC WI S     -   447,705.89  2,216,420.50   sFT  0.99993728   +0 38 20.9
 DH5451;UTM  16      - 4,787,835.002   331,907.491   MT  0.99994759   -1 25 04.3
 DH5451
 DH5451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5451!SPC WI S     -   0.99996095  x   0.99993728  =   0.99989823
 DH5451!UTM  16      -   0.99996095  x   0.99994759  =   0.99990854
 DH5451
 DH5451                          SUPERSEDED SURVEY CONTROL
 DH5451
 DH5451.No superseded survey control is available for this station.
 DH5451
 DH5451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3190787835(NAD 83)
 DH5451_MARKER: DD = SURVEY DISK
 DH5451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5451_STAMPING: MARSHALL GPS 2004
 DH5451_MARK LOGO: WIDT  
 DH5451_PROJECTION: FLUSH
 DH5451_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5451+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5451
 DH5451  HISTORY     - Date     Condition        Report By
 DH5451  HISTORY     - 2003     MONUMENTED       WIDT
 DH5451
 DH5451                          STATION DESCRIPTION
 DH5451
 DH5451'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5451'OWNERSHIP--TOWNSHIP OF YORK.  TO REACH THE STATION FROM THE  JUNCTION
 DH5451'OF STATE HIGHWAY 19 WITH STATE HIGHWAY 73 NORTH IN THE VILLAGE OF
 DH5451'MARSHALL,  GO NORTH ON STATE HIGHWAY 73 FOR 5.5 MI TO WHERE STATE
 DH5451'HIGHWAY 73 GOES NORTH, COUNTY  HIGHWAY TT GOES SOUTH AND SUN PRAIRIE
 DH5451'ROAD GOES STRAIGHT AHEAD, CONTINUE WEST ON  SUN  PRAIRIE ROAD FOR 0.1
 DH5451'MI TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DH5451'DEPARTMENT OF TRANSPORTATION GEODETIC  SURVEY CONTROL STATION DISK SET
 DH5451'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT  LEVEL WITH THE
 DH5451'ROAD PAVEMENT.  THE STATION IS 7.4 M SOUTH OF THE CENTERLINE OF SUN
 DH5451'PRAIRIE ROAD, 30.1 M SOUTHWEST OF A POWERPOLE --6L21R2--, 1 M NORTH OF
 DH5451'A CULTIVATED FIELD,  1.0 M SOUTH OF AN ORANGE 4X4  PLASTIC WITNESS
 DH5451'POST, 1.0 M WEST-SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST AND
 DH5451'1.0  M EAST-SOUTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DH5451'---NOTE---THIS STATION HAS NO  VISIBLE  OBSTRUCTIONS EXTENDING HIGHER
 DH5451'THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1039 ***********************************************************************
 OM1039  DESIGNATION -  MARSHALL MUNICIPAL TANK
 OM1039  PID         -  OM1039
 OM1039  STATE/COUNTY-  WI/DANE
 OM1039  USGS QUAD   -  MARSHALL (1981)
 OM1039
 OM1039                         *CURRENT SURVEY CONTROL
 OM1039  ___________________________________________________________________
 OM1039* NAD 83(1991)-  43 10 12.30385(N)    089 03 55.12062(W)     ADJUSTED  
 OM1039* NAVD 88     -                                                        
 OM1039  ___________________________________________________________________
 OM1039  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 OM1039  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 OM1039
 OM1039  HORZ ORDER  -  THIRD
 OM1039
 OM1039.The horizontal coordinates were established by classical geodetic methods
 OM1039.and adjusted by the National Geodetic Survey in November 1991..
 OM1039
 OM1039
 OM1039.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1039
 OM1039.The geoid height was determined by GEOID03.
 OM1039
 OM1039;                    North         East     Units Scale Factor Converg.
 OM1039;SPC WI S     -   130,410.903   675,998.761   MT  0.99994065   +0 38 32.0
 OM1039;SPC WI S     -   427,856.44  2,217,839.27   sFT  0.99994065   +0 38 32.0
 OM1039;UTM  16      - 4,781,773.206   332,122.570   MT  0.99994670   -1 24 48.0
 OM1039
 OM1039                          SUPERSEDED SURVEY CONTROL
 OM1039
 OM1039  NAD 83(1986)-  43 10 12.29617(N)    089 03 55.12552(W) AD(       ) 4
 OM1039  NAD 27      -  43 10 12.31600(N)    089 03 54.73300(W) AD(       ) 3
 OM1039
 OM1039.Superseded values are not recommended for survey control.
 OM1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1039.See file dsdata.txt to determine how the superseded data were derived.
 OM1039
 OM1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3212381773(NAD 83)
 OM1039_MARKER: 53 = ELEVATED TANK
 OM1039
 OM1039  HISTORY     - Date     Condition        Report By
 OM1039  HISTORY     - 1958     FIRST OBSERVED   CGS
 OM1039  HISTORY     - 20021228 MARK NOT FOUND   USPSQD
 OM1039
 OM1039                          STATION DESCRIPTION
 OM1039
 OM1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1039'THE STATION IS THE CENTER OF THE TOP OF THE TANK LOCATED
 OM1039'ABOUT 150 FEET NORTHWEST OF THE INTERSECTION OF PARDEE STREET
 OM1039'AND ELM STREET.  IT IS A SPHERICAL TANK PAINTED SILVER WITH
 OM1039'THE LEGEND MARSHALL ON THE SOUTH SIDE.  THE OVERALL HEIGHT
 OM1039'IS ABOUT 135 FEET.
 OM1039
 OM1039                          STATION RECOVERY (2002)
 OM1039
 OM1039'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM1039'NOT FOUND. A NEW WATER TOWER WAS CONSTRUCTED AT A DIFFERENT LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5125 ***********************************************************************
 DH5125  DESIGNATION -  MARSHALL S GPS
 DH5125  PID         -  DH5125
 DH5125  STATE/COUNTY-  WI/RICHLAND
 DH5125  USGS QUAD   -  GILLINGHAM (1983)
 DH5125
 DH5125                         *CURRENT SURVEY CONTROL
 DH5125  ___________________________________________________________________
 DH5125* NAD 83(1997)-  43 23 31.38629(N)    090 29 00.37068(W)     ADJUSTED  
 DH5125* NAVD 88     -                                                        
 DH5125  ___________________________________________________________________
 DH5125  X           -     -39,169.686 (meters)                     COMP
 DH5125  Y           -  -4,642,192.680 (meters)                     COMP
 DH5125  Z           -   4,359,460.731 (meters)                     COMP
 DH5125  LAPLACE CORR-          -5.91  (seconds)                    DEFLEC99
 DH5125  ELLIP HEIGHT-         300.30  (meters)          (08/01/05) GPS OBS
 DH5125  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 DH5125
 DH5125  HORZ ORDER  -  FIRST
 DH5125  ELLP ORDER  -  SECOND    CLASS I
 DH5125
 DH5125.The horizontal coordinates were established by GPS observations
 DH5125.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5125
 DH5125
 DH5125.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5125
 DH5125.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5125
 DH5125.The ellipsoidal height was determined by GPS observations
 DH5125.and is referenced to NAD 83.
 DH5125
 DH5125.The geoid height was determined by GEOID03.
 DH5125
 DH5125;                    North         East     Units Scale Factor Converg.
 DH5125;SPC WI S     -   154,757.076   560,834.551   MT  0.99993256   -0 19 55.8
 DH5125;SPC WI S     -   507,732.17  1,840,004.69   sFT  0.99993256   -0 19 55.8
 DH5125;UTM  15      - 4,807,428.970   703,815.781   MT  1.00011102   +1 43 46.0
 DH5125
 DH5125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5125!SPC WI S     -   0.99995291  x   0.99993256  =   0.99988547
 DH5125!UTM  15      -   0.99995291  x   1.00011102  =   1.00006393
 DH5125
 DH5125                          SUPERSEDED SURVEY CONTROL
 DH5125
 DH5125.No superseded survey control is available for this station.
 DH5125
 DH5125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ0381607429(NAD 83)
 DH5125_MARKER: DD = SURVEY DISK
 DH5125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5125_STAMPING: MARSHALL S GPS 2004
 DH5125_MARK LOGO: WIDT  
 DH5125_PROJECTION: FLUSH
 DH5125_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5125+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5125
 DH5125  HISTORY     - Date     Condition        Report By
 DH5125  HISTORY     - 2003     MONUMENTED       WIDT
 DH5125
 DH5125                          STATION DESCRIPTION
 DH5125
 DH5125'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5125'OWNERSHIP--RICHLAND COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5125'COUNTY  HIGHWAY A AND COUNTY HIGHWAY Z NORTH WITH COUNTY HIGHWAY Z
 DH5125'SOUTH WITH COUNTY  HIGHWAY ZZ ABOUT 6 MI NORTHWEST OF THE CITY OF
 DH5125'RICHLAND CENTER, GO WEST ON COUNTY  HIGHWAY Z SOUTH FOR 0.05 MI TO THE
 DH5125'STATION ON THE LEFT.  THE STATION IS A BRONZE  WISCONSIN DEPARTMENT OF
 DH5125'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN  THE TOP OF
 DH5125'A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DH5125'THE  STATION IS 8.0 M SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY Z, 63
 DH5125'M WEST OF THE  CENTERLINE OF COUNTY HIGHWAY ZZ, 19.7 M SOUTHWEST OF A
 DH5125'WOOD POST FOR A --35 MPH CURVE--  SIGN, 2 M NORTH OF A CULTIVATED
 DH5125'FIELD, AND 1 M NORTH, SOUTHEAST, AND SOUTHWEST OF THREE  ORANGE 4X4
 DH5125'PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH5125'OBSTRUCTION  EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0534 ***********************************************************************
 PO0534  DESIGNATION -  MARSHFIELD CABLE TV MAST
 PO0534  PID         -  PO0534
 PO0534  STATE/COUNTY-  WI/MARATHON
 PO0534  USGS QUAD   -  MARSHFIELD (1979)
 PO0534
 PO0534                         *CURRENT SURVEY CONTROL
 PO0534  ___________________________________________________________________
 PO0534* NAD 83(1991)-  44 42 48.02818(N)    090 09 30.63819(W)     ADJUSTED  
 PO0534* NAVD 88     -                                                        
 PO0534  ___________________________________________________________________
 PO0534  LAPLACE CORR-          -6.77  (seconds)                    DEFLEC99
 PO0534  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 PO0534
 PO0534  HORZ ORDER  -  THIRD
 PO0534
 PO0534.The horizontal coordinates were established by classical geodetic methods
 PO0534.and adjusted by the National Geodetic Survey in November 1991..
 PO0534
 PO0534
 PO0534.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0534
 PO0534.The geoid height was determined by GEOID03.
 PO0534
 PO0534;                    North         East     Units Scale Factor Converg.
 PO0534;SPC WI C     -    97,797.123   587,440.481   MT  0.99994472   -0 06 42.6
 PO0534;SPC WI C     -   320,856.06  1,927,294.31   sFT  0.99994472   -0 06 42.6
 PO0534;UTM  15      - 4,955,035.188   725,067.754   MT  1.00022296   +1 59 60.0
 PO0534
 PO0534                          SUPERSEDED SURVEY CONTROL
 PO0534
 PO0534  NAD 83(1986)-  44 42 48.02425(N)    090 09 30.64905(W) AD(       ) 4
 PO0534  NAD 27      -  44 42 48.15202(N)    090 09 30.17989(W) AD(       ) 3
 PO0534
 PO0534.Superseded values are not recommended for survey control.
 PO0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0534.See file dsdata.txt to determine how the superseded data were derived.
 PO0534
 PO0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK2506855035(NAD 83)
 PO0534_MARKER: 42 = RADIO/TV MAST
 PO0534_MAGNETIC: N = NO MAGNETIC MATERIAL
 PO0534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PO0534+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2004
 PO0534
 PO0534  HISTORY     - Date     Condition        Report By
 PO0534  HISTORY     - 1980     FIRST OBSERVED   NGS
 PO0534  HISTORY     - 20041009 GOOD             USPSQD
 PO0534
 PO0534                          STATION DESCRIPTION
 PO0534
 PO0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (EDW)
 PO0534'THE STATION, IS THE TOP NOT CENTER, OF THE MARSHFIELD CABLE
 PO0534'TELEVISION MAST.  IT IS A GUYED MAST WITH SEVERAL TV ANTENNAS
 PO0534'ATTACHED, PAINTED RED AND WHITE IN COLOR AND APPROXIMATELY 410
 PO0534'FEET IN HEIGHT.
 PO0534'OWNERSHIP--WARNER CABLE TV, MARSHFIELD, WISCONSIN.
 PO0534'
 PO0534'IT IS LOCATED 3-1/2 MILES NORTH-NORTHEAST OF THE CENTER OF
 PO0534'MARSHFIELD AND ALONG THE EAST SIDE OF COUNTY ROUTE E, (300
 PO0534'FEET FROM THE APPROXIMATE CENTER OF COUNTY ROUTE E).
 PO0534
 PO0534                          STATION RECOVERY (2004)
 PO0534
 PO0534'RECOVERY NOTE BY US POWER SQUADRON 2004 (DS)
 PO0534'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0773 ***********************************************************************
 PO0773  CBN         -  This is a Cooperative Base Network Control Station.
 PO0773  DESIGNATION -  MARSHFIELD GPS
 PO0773  PID         -  PO0773
 PO0773  STATE/COUNTY-  WI/MARATHON
 PO0773  USGS QUAD   -  LITTLE ROSE (1981)
 PO0773
 PO0773                         *CURRENT SURVEY CONTROL
 PO0773  ___________________________________________________________________
 PO0773* NAD 83(1997)-  44 45 27.17452(N)    090 10 55.99459(W)     ADJUSTED  
 PO0773* NAVD 88     -       402.5    (meters)    1321.     (feet)  GPS OBS   
 PO0773  ___________________________________________________________________
 PO0773  X           -     -14,428.799 (meters)                     COMP
 PO0773  Y           -  -4,536,841.399 (meters)                     COMP
 PO0773  Z           -   4,468,515.925 (meters)                     COMP
 PO0773  LAPLACE CORR-          -8.09  (seconds)                    DEFLEC99
 PO0773  ELLIP HEIGHT-         368.83  (meters)          (04/28/99) GPS OBS
 PO0773  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 PO0773
 PO0773  HORZ ORDER  -  A
 PO0773  ELLP ORDER  -  THIRD     CLASS I
 PO0773
 PO0773.The horizontal coordinates were established by GPS observations
 PO0773.and adjusted by the National Geodetic Survey in April 1999..
 PO0773
 PO0773.The orthometric height was determined by GPS observations and a
 PO0773.high-resolution geoid model.
 PO0773
 PO0773.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PO0773
 PO0773.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0773
 PO0773.The ellipsoidal height was determined by GPS observations
 PO0773.and is referenced to NAD 83.
 PO0773
 PO0773.The geoid height was determined by GEOID03.
 PO0773
 PO0773;                    North         East     Units Scale Factor Converg.
 PO0773;SPC WI C     -   102,713.385   585,572.846   MT  0.99994284   -0 07 42.9
 PO0773;SPC WI C     -   336,985.50  1,921,166.91   sFT  0.99994284   -0 07 42.9
 PO0773;UTM  15      - 4,959,880.585   723,019.597   MT  1.00021166   +1 59 05.4
 PO0773
 PO0773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0773!SPC WI C     -   0.99994217  x   0.99994284  =   0.99988502
 PO0773!UTM  15      -   0.99994217  x   1.00021166  =   1.00015382
 PO0773
 PO0773                          SUPERSEDED SURVEY CONTROL
 PO0773
 PO0773  NAD 83(1991)-  44 45 27.17387(N)    090 10 55.99400(W) AD(       ) B
 PO0773  ELLIP H (06/11/91)  368.85   (m)                       GP(       ) 4 1
 PO0773  NGVD 29 (06/11/91)  402.4    (m)         1320.     (f) GPS OBS        
 PO0773
 PO0773.Superseded values are not recommended for survey control.
 PO0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0773.See file dsdata.txt to determine how the superseded data were derived.
 PO0773
 PO0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK2302059881(NAD 83)
 PO0773_MARKER: DH = HORIZONTAL CONTROL DISK
 PO0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0773_SP_SET: CONCRETE POST
 PO0773_STAMPING: MARSHFIELD GPS 1989
 PO0773_MARK LOGO: NGS   
 PO0773_PROJECTION: FLUSH
 PO0773_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PO0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0773+STABILITY: SURFACE MOTION
 PO0773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PO0773+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2004
 PO0773
 PO0773  HISTORY     - Date     Condition        Report By
 PO0773  HISTORY     - 1989     MONUMENTED       WIHD
 PO0773  HISTORY     - 19900722 GOOD
 PO0773  HISTORY     - 19930610 GOOD             NOS
 PO0773  HISTORY     - 19970820 GOOD             WIHD
 PO0773  HISTORY     - 19970901 GOOD             AYRES
 PO0773  HISTORY     - 20020529 GOOD             WIDT
 PO0773  HISTORY     - 20041215 GOOD             USPSQD
 PO0773
 PO0773                          STATION DESCRIPTION
 PO0773
 PO0773'DESCRIBED BY WI HIGHWAY DEPT 1989
 PO0773'THE STATION IS LOCATED ABOUT 8.22 KM (5.10 MI) EAST OF SPENCER, 8.09
 PO0773'KM (5.05 MI) NORTH OF MARSHFIELD, 11.43 KM (7.10 MI) SOUTHWEST OF
 PO0773'STRATFORD.  OWNERSHIP--COUNTY ROAD R.O.W.
 PO0773'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 97 AND COUNTY ROAD C
 PO0773'IN STRATFORD, GO WEST FOR 7.26 KM (4.50 MI) ON COUNTY ROAD C TO ITS
 PO0773'INTERSECTION WITH COUNTY ROAD E, CONTINUE STRAIGHT AHEAD AND GO WEST
 PO0773'FOR 0.08 KM (0.05 MI) ON COUNTY ROAD C TO THE STATION ON THE RIGHT.
 PO0773'THE STATION IS A STANDARD NGS HORIZONTAL CONTROL DISK
 PO0773'STAMPED--MARSHFIELD GPS 1989--, SET INTO THE TOP OF A 40 CM DIAMETER
 PO0773'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  LOCATED 11.27 M
 PO0773'(37.0 FT) NORTH FROM THE CENTER-LINE OF COUNTY ROAD C, 0.91 M
 PO0773'(3.0 FT) EAST FROM A CARSONITE WITNESS POST, 0.91 M (3.0 FT) SOUTH
 PO0773'FROM A BARBED WIRE FENCE LINE, 91.44 M (300.0 FT) EAST FROM NORTH ST.
 PO0773'JOSEPH AVE.
 PO0773
 PO0773                          STATION RECOVERY (1990)
 PO0773
 PO0773'RECOVERED 1990
 PO0773'RECOVERED IN GOOD CONDITION.
 PO0773
 PO0773                          STATION RECOVERY (1993)
 PO0773
 PO0773'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (RAH)
 PO0773'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 97 AND
 PO0773'COUNTY ROAD C IN STRATFORD, GO WEST FOR 4.5 MI (7.2 KM) TO THE
 PO0773'INTERSECTION OF COUNTY ROAD E, PROCEED STRAIGHT ON COUNTY ROAD C FOR
 PO0773'O.6 MI TO THE STATION ON THE RIGHT.
 PO0773' 
 PO0773'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 97 AND
 PO0773'COUNTY ROAD E IN NORTHEAST MARSHFIELD, PROCEED NORTH ON COUNTY ROAD E
 PO0773'FOR 5.3 MI, TO THE INTERSECTION OF COUNTY ROAD C, TURN LEFT AND
 PO0773'PROCEED WEST ON COUNTY ROAD C AND GO 0.6 MI (1.0 KM) TO THE STATION ON
 PO0773'THE RIGHT.
 PO0773' 
 PO0773'ALL MEASUREMENTS IN THE PREVIOUS DESCRIPTION ARE SATISFACTORY WITH THE
 PO0773'FOLLOWING EXCEPTION, THE STATION IS 300 FT (91.4 M) WEST OF NORTH ST.
 PO0773'JOSEPH AVE.
 PO0773
 PO0773                          STATION RECOVERY (1997)
 PO0773
 PO0773'RECOVERY NOTE BY WI HIGHWAY DEPT 1997 (CSM)
 PO0773'THE STATION IS LOCATED ABOUT 48.28 KM (30.00 MI) SOUTHWEST OF WAUSAU,
 PO0773'9.66 KM (6.00 MI) NORTH OF MARSHFIELD, AND 9.66 KM (6.00 MI) EAST OF
 PO0773'SPENCER ON THE NORTH RIGHT-OF-WAY OF COUNTY HIGHWAY C.
 PO0773'OWNERSHIP--MARATHON COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 PO0773'STATE HIGHWAY 13 WITH COUNTY HIGHWAY C IN VILLAGE OF SPENCER, GO EAST
 PO0773'9.02 KM (5.60 MI) ON HIGHWAY C TO THE STATION ON THE LEFT.
 PO0773'ALTERNATELY, FROM THE JUNCTION OF STATE HIGHWAY 97 WITH COUNTY HIGHWAY
 PO0773'E NEAR THE WOOD-MARATHON COUNTY LINE ON THE NORTH SIDE OF THE CITY OF
 PO0773'MARSHFIELD, GO NORTH 8.54 KM (5.30 MI) ON HIGHWAY E TO THE JUNCTION
 PO0773'WITH COUNTY HIGHWAY C, TURN LEFT AND GO WEST 0.97 KM (0.60 MI) ON
 PO0773'HIGHWAY C TO THE INTERSECTION WITH ST JOSEPH AVENUE, CONTINUE WEST 144
 PO0773'M (472.4 FT) ON HIGHWAY C TO THE STATION ON THE RIGHT.  THE STATION IS
 PO0773'A BRONZE NGS HORIZONTAL CONTROL MARKER DISK SET IN THE TOP OF A 40-CM
 PO0773'(16-INCH) DIAMETER, 6-FOOT-DEEP CONCRETE POST FLUSH WITH THE GROUND.
 PO0773'THE STATION IS 11.6 M (38.1 FT) NORTH OF THE CENTERLINE OF HIGHWAY C,
 PO0773'44.5 M (146.0 FT) WEST OF THE EXTENDED CENTERLINE OF A GRAVEL ENTRANCE
 PO0773'ROAD TO A BARN SOUTH OF HIGHWAY C, 50.0 M (164.0 FT) EAST OF A WOODEN
 PO0773'CORNER FENCE POST AT THE JUNCTION OF A NORTH-SOUTH FENCE WITH THE
 PO0773'EAST-WEST RIGHT-OF-WAY FENCE, 0.54 M (1.77 FT) SOUTH OF A BARBED WIRE
 PO0773'FENCE WITH STEEL POSTS, 0.9 M (3.0 FT) EAST OF AN ORANGE FIBERGLASS
 PO0773'WITNESS POST, 0.9 M (3.0 FT) WEST OF ANOTHER ORANGE FIBERGLASS WITNESS
 PO0773'POST, AND 0.48 M (1.57 FT) SOUTH OF A WHITE PLASTIC WITNESS POST.
 PO0773
 PO0773                          STATION RECOVERY (1997)
 PO0773
 PO0773'RECOVERY NOTE BY AYRES ASSOCIATES 1997 (CMS)
 PO0773'RECOVERED AS DESCRIBED.
 PO0773
 PO0773                          STATION RECOVERY (2002)
 PO0773
 PO0773'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (GRS)
 PO0773'THE WITNESS POSTS LISTED IN THE DESCRIPTION WERE REPLACED WITH THREE
 PO0773'9-CM BY 9-CM RECYCLED-PLASTIC GUARD POSTS WITH INFORMATION SIGN.  THE
 PO0773'STATION IS 1.0 M SOUTHEAST, 1.0 M SOUTHWEST, AND 1.0 M NORTH OF THREE
 PO0773'ORANGE GUARD POSTS, RESPECTIVELY.
 PO0773
 PO0773                          STATION RECOVERY (2004)
 PO0773
 PO0773'RECOVERY NOTE BY US POWER SQUADRON 2004 (DS)
 PO0773'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0536 ***********************************************************************
 PO0536  DESIGNATION -  MARSHFIELD MUN TANK
 PO0536  PID         -  PO0536
 PO0536  STATE/COUNTY-  WI/WOOD
 PO0536  USGS QUAD   -  MARSHFIELD (1979)
 PO0536
 PO0536                         *CURRENT SURVEY CONTROL
 PO0536  ___________________________________________________________________
 PO0536* NAD 83(1991)-  44 41 06.01621(N)    090 10 48.52513(W)     ADJUSTED  
 PO0536* NAVD 88     -                                                        
 PO0536  ___________________________________________________________________
 PO0536  LAPLACE CORR-          -6.33  (seconds)                    DEFLEC99
 PO0536  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 PO0536
 PO0536  HORZ ORDER  -  THIRD
 PO0536
 PO0536.The horizontal coordinates were established by classical geodetic methods
 PO0536.and adjusted by the National Geodetic Survey in November 1991..
 PO0536
 PO0536
 PO0536.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0536
 PO0536.The geoid height was determined by GEOID03.
 PO0536
 PO0536;                    North         East     Units Scale Factor Converg.
 PO0536;SPC WI C     -    94,651.941   585,719.237   MT  0.99994624   -0 07 37.6
 PO0536;SPC WI C     -   310,537.24  1,921,647.20   sFT  0.99994624   -0 07 37.6
 PO0536;UTM  15      - 4,951,827.852   723,463.115   MT  1.00021411   +1 59 01.5
 PO0536
 PO0536                          SUPERSEDED SURVEY CONTROL
 PO0536
 PO0536  NAD 83(1986)-  44 41 06.01337(N)    090 10 48.52963(W) AD(       ) 4
 PO0536  NAD 27      -  44 41 06.13498(N)    090 10 48.06403(W) AD(       ) 3
 PO0536
 PO0536.Superseded values are not recommended for survey control.
 PO0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0536.See file dsdata.txt to determine how the superseded data were derived.
 PO0536
 PO0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK2346351828(NAD 83)
 PO0536_MARKER: 53 = ELEVATED TANK
 PO0536
 PO0536  HISTORY     - Date     Condition        Report By
 PO0536  HISTORY     - 1981     FIRST OBSERVED   NGS
 PO0536
 PO0536                          STATION DESCRIPTION
 PO0536
 PO0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 PO0536'THE STATION, MARSHFIELD MUNICIPAL WATER TANK, IS THE APEX OF
 PO0536'THE VENT, OF A SINGULAR COLUMN SPHERIOD, PAINTED GREEN, AND
 PO0536'HAS AN OVERALL HEIGHT OF 36.6 METERS.
 PO0536'
 PO0536'THE STATION IS LOCATED ABOUT 2.1 KM (1-1/4 MI) NORTH OF
 PO0536'MARSHFIELD, IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF
 PO0536'ST. JOSEPH AVENUE AND MC MILLAN STREET, 22.9 METERS (75 FT)
 PO0536'WEST OF THE CENTER OF ST. JOSEPH AVENUE AND 29.9 METERS (98 FT)
 PO0536'SOUTH OF THE CENTER OF MC MILLAN STREET.
 PO0536'OWNERSHIP--CITY OF MARSHFIELD, MARSHFIELD, WI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0526 ***********************************************************************
 PO0526  DESIGNATION -  MARSHFIELD MUNICIPAL PLANT STK
 PO0526  PID         -  PO0526
 PO0526  STATE/COUNTY-  WI/WOOD
 PO0526  USGS QUAD   -  MARSHFIELD (1979)
 PO0526
 PO0526                         *CURRENT SURVEY CONTROL
 PO0526  ___________________________________________________________________
 PO0526* NAD 83(1991)-  44 38 57.39565(N)    090 11 07.79197(W)     ADJUSTED  
 PO0526* NAVD 88     -                                                        
 PO0526  ___________________________________________________________________
 PO0526  LAPLACE CORR-          -5.60  (seconds)                    DEFLEC99
 PO0526  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 PO0526
 PO0526  HORZ ORDER  -  THIRD
 PO0526
 PO0526.The horizontal coordinates were established by classical geodetic methods
 PO0526.and adjusted by the National Geodetic Survey in November 1991..
 PO0526
 PO0526
 PO0526.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0526
 PO0526.The geoid height was determined by GEOID03.
 PO0526
 PO0526;                    North         East     Units Scale Factor Converg.
 PO0526;SPC WI C     -    90,682.839   585,285.906   MT  0.99994851   -0 07 51.2
 PO0526;SPC WI C     -   297,515.28  1,920,225.51   sFT  0.99994851   -0 07 51.2
 PO0526;UTM  15      - 4,947,844.426   723,176.154   MT  1.00021254   +1 58 43.5
 PO0526
 PO0526                          SUPERSEDED SURVEY CONTROL
 PO0526
 PO0526  NAD 83(1986)-  44 38 57.39228(N)    090 11 07.79575(W) AD(       ) 4
 PO0526  NAD 27      -  44 38 57.50800(N)    090 11 07.32500(W) AD(       ) 3
 PO0526
 PO0526.Superseded values are not recommended for survey control.
 PO0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0526.See file dsdata.txt to determine how the superseded data were derived.
 PO0526
 PO0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK2317647844(NAD 83)
 PO0526_MARKER: 63 = STACK
 PO0526
 PO0526  HISTORY     - Date     Condition        Report By
 PO0526  HISTORY     - 1934     FIRST OBSERVED   CGS
 PO0526  HISTORY     - 20030215 MARK NOT FOUND   GEOCAC
 PO0526
 PO0526                          STATION DESCRIPTION
 PO0526
 PO0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 PO0526'THIS STATION IS THE CENTER OF A TALL RED-BRICK STACK AT THE
 PO0526'PLANT OF THE MARSHFIELD WATER LIGHT AND POWER COMPANY, A MUNICIPAL
 PO0526'CORPORATION.  IT IS APPROXIMATELY 100 FEET HIGH AND HAS A
 PO0526'SLIGHT FLARE AT THE TOP.  IT WAS ERECTED IN 1920 AND IS ON
 PO0526'SOUTH CENTRAL AVENUE ADJOINING MARSHFIELD WILDWOOD PARK.
 PO0526
 PO0526                          STATION RECOVERY (2003)
 PO0526
 PO0526'RECOVERY NOTE BY GEOCACHING 2003 (RFC)
 PO0526'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0529 ***********************************************************************
 PO0529  DESIGNATION -  MARSHFIELD MUNICIPAL STANDPIPE
 PO0529  PID         -  PO0529
 PO0529  STATE/COUNTY-  WI/WOOD
 PO0529  USGS QUAD   -  MARSHFIELD (1979)
 PO0529
 PO0529                         *CURRENT SURVEY CONTROL
 PO0529  ___________________________________________________________________
 PO0529* NAD 83(1991)-  44 40 24.43092(N)    090 10 50.50598(W)     ADJUSTED  
 PO0529* NAVD 88     -                                                        
 PO0529  ___________________________________________________________________
 PO0529  LAPLACE CORR-          -6.06  (seconds)                    DEFLEC99
 PO0529  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 PO0529
 PO0529  HORZ ORDER  -  THIRD
 PO0529
 PO0529.The horizontal coordinates were established by classical geodetic methods
 PO0529.and adjusted by the National Geodetic Survey in November 1991..
 PO0529
 PO0529
 PO0529.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0529
 PO0529.The geoid height was determined by GEOID03.
 PO0529
 PO0529;                    North         East     Units Scale Factor Converg.
 PO0529;SPC WI C     -    93,368.446   585,672.762   MT  0.99994693   -0 07 39.0
 PO0529;SPC WI C     -   306,326.31  1,921,494.72   sFT  0.99994693   -0 07 39.0
 PO0529;UTM  15      - 4,950,543.173   723,463.943   MT  1.00021412   +1 58 58.7
 PO0529
 PO0529                          SUPERSEDED SURVEY CONTROL
 PO0529
 PO0529  NAD 83(1986)-  44 40 24.42764(N)    090 10 50.50981(W) AD(       ) 4
 PO0529  NAD 27      -  44 40 24.54900(N)    090 10 50.04100(W) AD(       ) 3
 PO0529
 PO0529.Superseded values are not recommended for survey control.
 PO0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0529.See file dsdata.txt to determine how the superseded data were derived.
 PO0529
 PO0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK2346450543(NAD 83)
 PO0529_MARKER: 52 = STANDPIPE TANK
 PO0529
 PO0529  HISTORY     - Date     Condition        Report By
 PO0529  HISTORY     - 1934     FIRST OBSERVED   CGS
 PO0529  HISTORY     - 20030215 MARK NOT FOUND   GEOCAC
 PO0529
 PO0529                          STATION DESCRIPTION
 PO0529
 PO0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 PO0529'THIS STATION IS THE CENTER OF A LARGE STANDPIPE OF THE
 PO0529'MARSHFIELD WATER LIGHT AND POWER COMPANY, A MUNICIPAL CORPORATION.
 PO0529'THE STANDPIPE IS APPROXIMATELY 20 FEET IN DIAMETER, 100 FEET
 PO0529'HIGH.  IT HAS A DOME-LIKE TOP WITH A SMALL VENTILATOR AT THE
 PO0529'CENTER.  THERE IS AN ORNAMENTAL IRON RAILING AROUND THE TOP.
 PO0529'THE STANDPIPE IS LOCATED IN A SMALL PARK ON ST. JOSEPH STREET
 PO0529'AT THE INTERSECTION OF DOEGE STREET WEST.  IT WAS ERECTED
 PO0529'IN 1930 BY THE CHICAGO BRIDGE AND IRON WORKS.
 PO0529
 PO0529                          STATION RECOVERY (2003)
 PO0529
 PO0529'RECOVERY NOTE BY GEOCACHING 2003 (RFC)
 PO0529'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF6103 ***********************************************************************
 DF6103  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6103  DESIGNATION -  MARSHFIELD N GPS
 DF6103  PID         -  DF6103
 DF6103  STATE/COUNTY-  WI/FOND DU LAC
 DF6103  USGS QUAD   -  MARYTOWN (1992)
 DF6103
 DF6103                         *CURRENT SURVEY CONTROL
 DF6103  ___________________________________________________________________
 DF6103* NAD 83(1997)-  43 52 50.27791(N)    088 14 24.04768(W)     ADJUSTED  
 DF6103* NAVD 88     -       300.25   (meters)     985.1    (feet)  GPS OBS   
 DF6103  ___________________________________________________________________
 DF6103  X           -     141,428.152 (meters)                     COMP
 DF6103  Y           -  -4,602,697.936 (meters)                     COMP
 DF6103  Z           -   4,398,724.686 (meters)                     COMP
 DF6103  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 DF6103  ELLIP HEIGHT-         264.42  (meters)          (06/11/03) GPS OBS
 DF6103  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 DF6103
 DF6103  HORZ ORDER  -  FIRST
 DF6103  ELLP ORDER  -  THIRD     CLASS I
 DF6103
 DF6103.The horizontal coordinates were established by GPS observations
 DF6103.and adjusted by the National Geodetic Survey in June 2003..
 DF6103
 DF6103.The orthometric height was determined by GPS observations and a
 DF6103.high-resolution geoid model using precise GPS observation and
 DF6103.processing techniques.
 DF6103
 DF6103.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6103
 DF6103.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6103
 DF6103.The ellipsoidal height was determined by GPS observations
 DF6103.and is referenced to NAD 83.
 DF6103
 DF6103.The geoid height was determined by GEOID03.
 DF6103
 DF6103;                    North         East     Units Scale Factor Converg.
 DF6103;SPC WI S     -   210,416.938   741,429.446   MT  0.99996752   +1 12 33.5
 DF6103;SPC WI S     -   690,342.90  2,432,506.44   sFT  0.99996752   +1 12 33.5
 DF6103;UTM  16      - 4,859,362.382   400,383.622   MT  0.99972205   -0 51 34.5
 DF6103
 DF6103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6103!SPC WI S     -   0.99995854  x   0.99996752  =   0.99992606
 DF6103!UTM  16      -   0.99995854  x   0.99972205  =   0.99968060
 DF6103
 DF6103                          SUPERSEDED SURVEY CONTROL
 DF6103
 DF6103.No superseded survey control is available for this station.
 DF6103
 DF6103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0038459362(NAD 83)
 DF6103_MARKER: DD = SURVEY DISK
 DF6103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6103_STAMPING: MARSHFIELD N GPS 1993
 DF6103_MARK LOGO: WI-039
 DF6103_PROJECTION: FLUSH
 DF6103_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6103+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2005
 DF6103
 DF6103  HISTORY     - Date     Condition        Report By
 DF6103  HISTORY     - 1993     MONUMENTED       WI-039
 DF6103  HISTORY     - 2002     GOOD             WIDT
 DF6103  HISTORY     - 20030708 GOOD             USPSQD
 DF6103  HISTORY     - 20050822 GOOD             WIDT
 DF6103
 DF6103                          STATION DESCRIPTION
 DF6103
 DF6103'DESCRIBED BY WI DEPT OF TRANSP 2002 (DJH)
 DF6103'THE STATION IS LOCATED ABOUT 20 KM NORTHEAST OF FOND DU LAC, 17 KM
 DF6103'SOUTH-SOUTHWEST OF
 DF6103'CHILTON AND 6 KM NORTH OF MT CALVARY.  OWNERSHIP--TOWN OF MARSHFIELD.
 DF6103'TO REACH THE
 DF6103'STATION FROM THE JUNCTION OF US HIGHWAY 151 WITH STATE HIGHWAY 149
 DF6103'ABOUT 7 KM
 DF6103'NORTHEAST OF THE CITY OF FOND DU LAC, GO NORTHEAST ON STATE HIGHWAY
 DF6103'149 FOR 12.9 KM TO
 DF6103'OAK ROAD ON THE LEFT, TURN LEFT AND GO NORTH ON OAK ROAD FOR 3.2 KM TO
 DF6103'COUNTY HIGHWAY
 DF6103'Q, CONTINUE NORTH ON COUNTY HIGHWAY Q FOR 0.3 KM TO MEINERT LANE ON
 DF6103'THE RIGHT, TURN
 DF6103'RIGHT AND GO EAST ON MEINERT LANE FOR 0.2 KM TO THE STATION ON THE
 DF6103'LEFT.  THE STATION IS A
 DF6103'BRONZE FOND DU LAC COUNTY GEODETIC CONTROL MARKER DISK SET IN THE TOP
 DF6103'OF A 45-CM
 DF6103'DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8 M AND ABOUT LEVEL WITH
 DF6103'THE ROAD
 DF6103'PAVEMENT.  THE STATION IS 4.7 M NORTH OF THE CENTERLINE OF MEINERT
 DF6103'LANE, 5 M SOUTH OF A
 DF6103'CULTIVATED FIELD, 0.7 M SOUTH OF A WHITE PLASTIC WITNESS POST, 1.0 M
 DF6103'EAST AND 1.0 M WEST OF
 DF6103'TWO 4X4 ORANGE PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO
 DF6103'VISIBLE OBSTRUCTIONS
 DF6103'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF6103'
 DF6103
 DF6103                          STATION RECOVERY (2003)
 DF6103
 DF6103'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6103'RECOVERED IN GOOD CONDITION.
 DF6103
 DF6103                          STATION RECOVERY (2005)
 DF6103
 DF6103'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DF6103'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS NOW 2.0 M (NOT 5.0
 DF6103'M) SOUTH OF A CULTIVATED FIELD, AND 1.0 M SOUTHEAST (NOT EAST) AND 1.0
 DF6103'M SOUTHWEST (NOT WEST) OF TWO 4X4 ORANGE PLASTIC GUARD POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0523 ***********************************************************************
 PO0523  DESIGNATION -  MARSHFIELD PIPELINE MICROWAVE
 PO0523  PID         -  PO0523
 PO0523  STATE/COUNTY-  WI/WOOD
 PO0523  USGS QUAD   -  LAKE MANAKIKI (1979)
 PO0523
 PO0523                         *CURRENT SURVEY CONTROL
 PO0523  ___________________________________________________________________
 PO0523* NAD 83(1991)-  44 37 04.87052(N)    090 09 48.69217(W)     ADJUSTED  
 PO0523* NAVD 88     -                                                        
 PO0523  ___________________________________________________________________
 PO0523  LAPLACE CORR-          -5.17  (seconds)                    DEFLEC99
 PO0523  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 PO0523
 PO0523  HORZ ORDER  -  THIRD
 PO0523
 PO0523.The horizontal coordinates were established by classical geodetic methods
 PO0523.and adjusted by the National Geodetic Survey in November 1991..
 PO0523
 PO0523
 PO0523.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0523
 PO0523.The geoid height was determined by GEOID03.
 PO0523
 PO0523;                    North         East     Units Scale Factor Converg.
 PO0523;SPC WI C     -    87,205.855   587,021.790   MT  0.99995080   -0 06 55.4
 PO0523;SPC WI C     -   286,107.88  1,925,920.66   sFT  0.99995080   -0 06 55.4
 PO0523;UTM  15      - 4,944,432.767   725,039.321   MT  1.00022281   +1 59 35.2
 PO0523
 PO0523                          SUPERSEDED SURVEY CONTROL
 PO0523
 PO0523  NAD 83(1986)-  44 37 04.86824(N)    090 09 48.69730(W) AD(       ) 4
 PO0523  NAD 27      -  44 37 04.99408(N)    090 09 48.22520(W) AD(       ) 3
 PO0523
 PO0523.Superseded values are not recommended for survey control.
 PO0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0523.See file dsdata.txt to determine how the superseded data were derived.
 PO0523
 PO0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK2503944433(NAD 83)
 PO0523_MARKER: 44 = MICROWAVE MAST
 PO0523
 PO0523  HISTORY     - Date     Condition        Report By
 PO0523  HISTORY     - 1981     FIRST OBSERVED   NGS
 PO0523
 PO0523                          STATION DESCRIPTION
 PO0523
 PO0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 PO0523'THE STATION, MARSHFIELD PIPELINE MICROWAVE KBS 49, IS THE LIGHT
 PO0523'AT THE TOP NOT CENTER.  IT IS A GUYED MAST, PAINTED RED AND
 PO0523'WHITE, WITH A LARGE FAN SHAPED ANTENNA NEAR THE TOP, AND HAS
 PO0523'AN OVERALL HEIGHT OF 61 METERS.
 PO0523'
 PO0523'THE STATION IS LOCATED ABOUT 5.6 KM (3-1/2 MI) SOUTH OF
 PO0523'MARSHFIELD, 1.0 KM (1/2 MI) SOUTH OF U.S. HIGHWAY 10, AND
 PO0523'0.2 KM (1/4 MI) WEST OF WASHINGTON AVENUE.
 PO0523'OWNERSHIP--MICHIGAN WISCONSIN PIPELINE COMPANY, MARSHFIELD, WI.
 PO0523'COMPRESSOR STATION, MARSHFIELD, WI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0535 ***********************************************************************
 PO0535  DESIGNATION -  MARSHFIELD RAD WDLB MAST
 PO0535  PID         -  PO0535
 PO0535  STATE/COUNTY-  WI/WOOD
 PO0535  USGS QUAD   -  MARSHFIELD (1979)
 PO0535
 PO0535                         *CURRENT SURVEY CONTROL
 PO0535  ___________________________________________________________________
 PO0535* NAD 83(1991)-  44 41 04.90034(N)    090 09 49.62328(W)     ADJUSTED  
 PO0535* NAVD 88     -                                                        
 PO0535  ___________________________________________________________________
 PO0535  LAPLACE CORR-          -6.41  (seconds)                    DEFLEC99
 PO0535  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 PO0535
 PO0535  HORZ ORDER  -  THIRD
 PO0535
 PO0535.The horizontal coordinates were established by classical geodetic methods
 PO0535.and adjusted by the National Geodetic Survey in November 1991..
 PO0535
 PO0535
 PO0535.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0535
 PO0535.The geoid height was determined by GEOID03.
 PO0535
 PO0535;                    North         East     Units Scale Factor Converg.
 PO0535;SPC WI C     -    94,614.751   587,016.207   MT  0.99994626   -0 06 56.0
 PO0535;SPC WI C     -   310,415.23  1,925,902.34   sFT  0.99994626   -0 06 56.0
 PO0535;UTM  15      - 4,951,838.461   724,760.926   MT  1.00022126   +1 59 43.0
 PO0535
 PO0535                          SUPERSEDED SURVEY CONTROL
 PO0535
 PO0535  NAD 83(1986)-  44 41 04.89760(N)    090 09 49.62767(W) AD(       ) 4
 PO0535  NAD 27      -  44 41 05.01968(N)    090 09 49.16348(W) AD(       ) 3
 PO0535
 PO0535.Superseded values are not recommended for survey control.
 PO0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0535.See file dsdata.txt to determine how the superseded data were derived.
 PO0535
 PO0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK2476151838(NAD 83)
 PO0535_MARKER: 42 = RADIO/TV MAST
 PO0535
 PO0535  HISTORY     - Date     Condition        Report By
 PO0535  HISTORY     - 1981     FIRST OBSERVED   NGS
 PO0535
 PO0535                          STATION DESCRIPTION
 PO0535
 PO0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 PO0535'THE STATION, MARSHFIELD RADIO STATION WDLB MAST, IS THE
 PO0535'LIGHT TOP CENTER, OF A GUYED MAST, PAINTED ALTERNATE RED AND
 PO0535'WHITE, AND HAS AN OVERALL HEIGHT OF 125 METERS.
 PO0535'
 PO0535'THE STATION IS LOCATED ABOUT 2.1 KM (1-1/4 MI) NORTH-NORTHWEST
 PO0535'OF MARSHFIELD, 0.2 KM (1/4 MI) WEST OF STATE ROUTE 97, AND
 PO0535'61.0 METERS (200 FT) SOUTH OF THE CENTER OF MC MILLAN STREET.
 PO0535'OWNERSHIP--WDLB RADIO INC., MARSHFIELD, WI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0531 ***********************************************************************
 PO0531  DESIGNATION -  MARSHFIELD RODDIS LUMBER CO TK
 PO0531  PID         -  PO0531
 PO0531  STATE/COUNTY-  WI/WOOD
 PO0531  USGS QUAD   -  MARSHFIELD (1979)
 PO0531
 PO0531                         *CURRENT SURVEY CONTROL
 PO0531  ___________________________________________________________________
 PO0531* NAD 83(1991)-  44 39 43.29972(N)    090 09 39.48919(W)     ADJUSTED  
 PO0531* NAVD 88     -                                                        
 PO0531  ___________________________________________________________________
 PO0531  LAPLACE CORR-          -5.77  (seconds)                    DEFLEC99
 PO0531  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 PO0531
 PO0531  HORZ ORDER  -  THIRD
 PO0531
 PO0531.The horizontal coordinates were established by classical geodetic methods
 PO0531.and adjusted by the National Geodetic Survey in November 1991..
 PO0531
 PO0531
 PO0531.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0531
 PO0531.The geoid height was determined by GEOID03.
 PO0531
 PO0531;                    North         East     Units Scale Factor Converg.
 PO0531;SPC WI C     -    92,095.582   587,234.371   MT  0.99994766   -0 06 48.9
 PO0531;SPC WI C     -   302,150.26  1,926,618.10   sFT  0.99994766   -0 06 48.9
 PO0531;UTM  15      - 4,949,328.345   725,071.799   MT  1.00022299   +1 59 47.2
 PO0531
 PO0531                          SUPERSEDED SURVEY CONTROL
 PO0531
 PO0531  NAD 83(1986)-  44 39 43.29656(N)    090 09 39.49346(W) AD(       ) 4
 PO0531  NAD 27      -  44 39 43.41000(N)    090 09 39.03000(W) AD(       ) 3
 PO0531
 PO0531.Superseded values are not recommended for survey control.
 PO0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0531.See file dsdata.txt to determine how the superseded data were derived.
 PO0531
 PO0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK2507249328(NAD 83)
 PO0531_MARKER: 53 = ELEVATED TANK
 PO0531
 PO0531  HISTORY     - Date     Condition        Report By
 PO0531  HISTORY     - 1934     FIRST OBSERVED   CGS
 PO0531
 PO0531                          STATION DESCRIPTION
 PO0531
 PO0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 PO0531'THIS STATION IS THE CENTER OF A SHORT FINIAL ON TOP OF A
 PO0531'WATER TANK AT THE PLANT OF THE RODDIS LUMBER AND VENEER COMPANY.
 PO0531'IT IS BLACK, OF WOODEN CONSTRUCTION, APPROXIMATELY 90 FEET TO THE
 PO0531'TOP.  THERE IS A CONICAL TOP, AND A PLATFORM AT THE BASE OF THE
 PO0531'TANK.  IT IS SUPPORTED BY 4 STEEL GIRDER LEGS AND ROD-BRACING
 PO0531'TIES.  THERE ARE TWO HIGH, PROMINENT SHEET-STEEL STACKS ABOUT
 PO0531'100 FEET FROM THE TANK.  THE PLANT ARE LOCATED NEAR SOUTH
 PO0531'PALMETTO STREET AND THE MINNEAPOLIS, ST. PAUL, AND SAULT
 PO0531'STE. MARIE RAILWAY.--THE SOO LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF6100 ***********************************************************************
 DF6100  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6100  DESIGNATION -  MARSHFIELD S GPS
 DF6100  PID         -  DF6100
 DF6100  STATE/COUNTY-  WI/FOND DU LAC
 DF6100  USGS QUAD   -  ST CLOUD (1992)
 DF6100
 DF6100                         *CURRENT SURVEY CONTROL
 DF6100  ___________________________________________________________________
 DF6100* NAD 83(1997)-  43 50 00.50237(N)    088 13 11.22265(W)     ADJUSTED  
 DF6100* NAVD 88     -       299.06   (meters)     981.2    (feet)  GPS OBS   
 DF6100  ___________________________________________________________________
 DF6100  X           -     143,165.963 (meters)                     COMP
 DF6100  Y           -  -4,606,275.866 (meters)                     COMP
 DF6100  Z           -   4,394,945.438 (meters)                     COMP
 DF6100  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 DF6100  ELLIP HEIGHT-         263.34  (meters)          (06/11/03) GPS OBS
 DF6100  GEOID HEIGHT-         -35.71  (meters)                     GEOID03
 DF6100
 DF6100  HORZ ORDER  -  FIRST
 DF6100  ELLP ORDER  -  THIRD     CLASS I
 DF6100
 DF6100.The horizontal coordinates were established by GPS observations
 DF6100.and adjusted by the National Geodetic Survey in June 2003..
 DF6100
 DF6100.The orthometric height was determined by GPS observations and a
 DF6100.high-resolution geoid model using precise GPS observation and
 DF6100.processing techniques.
 DF6100
 DF6100.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6100
 DF6100.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6100
 DF6100.The ellipsoidal height was determined by GPS observations
 DF6100.and is referenced to NAD 83.
 DF6100
 DF6100.The geoid height was determined by GEOID03.
 DF6100
 DF6100;                    North         East     Units Scale Factor Converg.
 DF6100;SPC WI S     -   205,212.919   743,166.634   MT  0.99996097   +1 13 23.5
 DF6100;SPC WI S     -   673,269.39  2,438,205.87   sFT  0.99996097   +1 13 23.5
 DF6100;UTM  16      - 4,854,100.337   401,931.469   MT  0.99971829   -0 50 41.4
 DF6100
 DF6100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6100!SPC WI S     -   0.99995871  x   0.99996097  =   0.99991968
 DF6100!UTM  16      -   0.99995871  x   0.99971829  =   0.99967701
 DF6100
 DF6100                          SUPERSEDED SURVEY CONTROL
 DF6100
 DF6100.No superseded survey control is available for this station.
 DF6100
 DF6100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0193154100(NAD 83)
 DF6100_MARKER: DD = SURVEY DISK
 DF6100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6100_STAMPING: MARSHFIELD S GPS 1993
 DF6100_MARK LOGO: WI-039
 DF6100_PROJECTION: FLUSH
 DF6100_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6100+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2005
 DF6100
 DF6100  HISTORY     - Date     Condition        Report By
 DF6100  HISTORY     - 1993     MONUMENTED       WI-039
 DF6100  HISTORY     - 2002     GOOD             WIDT
 DF6100  HISTORY     - 20030708 GOOD             USPSQD
 DF6100  HISTORY     - 20050822 GOOD             WIDT
 DF6100
 DF6100                          STATION DESCRIPTION
 DF6100
 DF6100'DESCRIBED BY WI DEPT OF TRANSP 2002 (DJH)
 DF6100'THE STATION IS LOCATED ABOUT 19 KM NORTHEAST OF FOND DU LAC AND 4 KM
 DF6100'NORTHWEST OF ST
 DF6100'CLOUD.  OWNERSHIP--TOWN OF MARSHFIELD.  TO REACH THE STATION FROM THE
 DF6100'JUNCTION OF US
 DF6100'HIGHWAY 151 WITH STATE HIGHWAY 149 ABOUT 7 KM NORTHEAST OF THE CITY OF
 DF6100'FOND DU LAC, GO
 DF6100'NORTHEAST ON STATE HIGHWAY 149 FOR 14.5 KM TO WALNUT ROAD ON THE
 DF6100'RIGHT, TURN RIGHT AND
 DF6100'GO SOUTH FOR 1.9 KM TO BASSWOOD ROAD, TURN LEFT AND GO EAST FOR 0.2 KM
 DF6100'TO THE STATION
 DF6100'ON THE RIGHT.  THE STATION IS A BRONZE FOND DU LAC COUNTY GEODETIC
 DF6100'CONTROL MARKER
 DF6100'DISK SET IN THE TOP OF A 45-CM DIAMETER CONCRETE POST SET TO A DEPTH
 DF6100'OF 1.8 M AND ABOUT
 DF6100'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 6.4 M SOUTH OF THE
 DF6100'CENTERLINE OF BASSWOOD
 DF6100'ROAD, 19 M SOUTHWEST OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE
 DF6100'--W1251--, 18.9 M
 DF6100'SOUTHEAST OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE --W1259--, 5
 DF6100'M NORTH OF A
 DF6100'CULTIVATED FIELD, 1.0 M EAST, 1.0 M WEST, AND 1.0 M NORTH OF THREE 4X4
 DF6100'ORANGE PLASTIC
 DF6100'WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF6100'EXTENDING HIGHER THAN
 DF6100'15 DEGREES ABOVE THE HORIZON EXCEPT FOR POWERLINES TO THE NORTH
 DF6100'EXTENDING TO 30
 DF6100'DEGREES.
 DF6100'
 DF6100
 DF6100                          STATION RECOVERY (2003)
 DF6100
 DF6100'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6100'RECOVERED IN GOOD CONDITION.
 DF6100
 DF6100                          STATION RECOVERY (2005)
 DF6100
 DF6100'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DF6100'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 19.0 M WEST (NOT
 DF6100'SOUTHWEST) OF THE EXTENDED CENTERLINE OF PRIVATE ENTRANCE --W1259--
 DF6100'AND 18.9 M EAST (NOT SOUTHEAST) OF THE EXTENDED CENTERLINE OF PRIVATE
 DF6100'ENTRANCE --W1251--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0532 ***********************************************************************
 PO0532  DESIGNATION -  MARSHFIELD ST JOHNS CATH CH
 PO0532  PID         -  PO0532
 PO0532  STATE/COUNTY-  WI/WOOD
 PO0532  USGS QUAD   -  MARSHFIELD (1979)
 PO0532
 PO0532                         *CURRENT SURVEY CONTROL
 PO0532  ___________________________________________________________________
 PO0532* NAD 83(1991)-  44 40 13.44871(N)    090 10 24.92626(W)     ADJUSTED  
 PO0532* NAVD 88     -                                                        
 PO0532  ___________________________________________________________________
 PO0532  LAPLACE CORR-          -6.04  (seconds)                    DEFLEC99
 PO0532  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 PO0532
 PO0532  HORZ ORDER  -  THIRD
 PO0532
 PO0532.The horizontal coordinates were established by classical geodetic methods
 PO0532.and adjusted by the National Geodetic Survey in November 1991..
 PO0532
 PO0532
 PO0532.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0532
 PO0532.The geoid height was determined by GEOID03.
 PO0532
 PO0532;                    North         East     Units Scale Factor Converg.
 PO0532;SPC WI C     -    93,028.236   586,235.424   MT  0.99994712   -0 07 20.9
 PO0532;SPC WI C     -   305,210.14  1,923,340.72   sFT  0.99994712   -0 07 20.9
 PO0532;UTM  15      - 4,950,223.827   724,038.906   MT  1.00021728   +1 59 16.3
 PO0532
 PO0532                          SUPERSEDED SURVEY CONTROL
 PO0532
 PO0532  NAD 83(1986)-  44 40 13.44586(N)    090 10 24.93074(W) AD(       ) 4
 PO0532  NAD 27      -  44 40 13.56300(N)    090 10 24.45900(W) AD(       ) 3
 PO0532
 PO0532.Superseded values are not recommended for survey control.
 PO0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0532.See file dsdata.txt to determine how the superseded data were derived.
 PO0532
 PO0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK2403950224(NAD 83)
 PO0532_MARKER: 90 = CHURCH SPIRE
 PO0532_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PO0532+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2003
 PO0532
 PO0532  HISTORY     - Date     Condition        Report By
 PO0532  HISTORY     - 1934     FIRST OBSERVED   CGS
 PO0532  HISTORY     - 1981     GOOD             NGS
 PO0532  HISTORY     - 20030215 GOOD             GEOCAC
 PO0532
 PO0532                          STATION DESCRIPTION
 PO0532
 PO0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 PO0532'THIS STATION IS THE CENTER OF A TALL SLIM SPIRE ON ST. JOHNS
 PO0532'CATHOLIC CHURCH IN MARSHFIELD.  THE SPIRE IS SQUARE JUST
 PO0532'ABOVE THE BELFRY AND ABOUT 1/3 OF THE WAY UP MERGES WITH AN
 PO0532'OCTAGONAL SPIRE.  THERE IS AN ORNAMENTAL COPING AT THE TOP
 PO0532'SURMOUNTED BY A BALL AND GILDED WOODEN CROSS.  THE BALL
 PO0532'HAS FOUR PECULIAR, POINTED PROJECTIONS FROM IT HORIZONTALLY.
 PO0532'THERE IS A BRICK TOWER BASE AND BELFRY AND A GABLE ON EACH
 PO0532'OF THE FOUR SIDES WHICH HAS AN ORNAMENTAL CROSS AT THE APEX.
 PO0532'IT IS OPPOSITE A CITY PARK ON BLODGET STREET NEAR CHESTNUT
 PO0532'STREET NORTH.  IT WAS ERECTED IN 1893.  THE SPIRE IS
 PO0532'APPROXIMATELY 120 FEET HIGH AND STAND WELL ABOVE THE
 PO0532'SURROUNDING TREES AND BUILDINGS.  IT IS PROBABLY THE MOST
 PO0532'PROMINENT AND HIGHEST OBJECT IN THE CITY.
 PO0532
 PO0532                          STATION RECOVERY (1981)
 PO0532
 PO0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 PO0532'THE STATION, MARSHFIELD ST JOHN THE BAPTIST CATHOLIC SPIRE,
 PO0532'IS THE BASE OF THE CROSS, OF A BLACK ROOFED SPIRE, ATOP THE
 PO0532'SOUTHEAST CORNER OF A RED BRICK CHURCH BUILDING, PAINTED
 PO0532'BLACK WITH GOLD CROSS, AND IS 30.1 METERS IN HEIGHT.
 PO0532'
 PO0532'THE STATION IS LOCATED IN THE NORTH SECTION OF MARSHFIELD,
 PO0532'IN THE NORTHEAST ANGLE OF THE INTERSECTION OF NORTH CHESTNUT
 PO0532'AVENUE AND BLODGETT STREET, 35 METERS (115 FT) WEST-NORTHWEST
 PO0532'OF THE CENTER OF BLODGETT STREET, AND 9.1 METERS (30 FT)
 PO0532'NORTH-NORTHEAST OF THE CENTER OF NORTH CHESTNUT AVENUE.
 PO0532'OWNERSHIP--ST JOHN THE BAPTIST CATHOLIC CHURCH,
 PO0532'MARSHFIELD, WI.
 PO0532
 PO0532                          STATION RECOVERY (2003)
 PO0532
 PO0532'RECOVERY NOTE BY GEOCACHING 2003 (RFC)
 PO0532'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1144 ***********************************************************************
 OM1144  DESIGNATION -  MARTINSVILLE ST MARTIN CATH CH
 OM1144  PID         -  OM1144
 OM1144  STATE/COUNTY-  WI/DANE
 OM1144  USGS QUAD   -  SPRINGFIELD CORNERS (1969)
 OM1144
 OM1144                         *CURRENT SURVEY CONTROL
 OM1144  ___________________________________________________________________
 OM1144* NAD 83(1991)-  43 10 53.14830(N)    089 35 25.70537(W)     ADJUSTED  
 OM1144* NAVD 88     -                                                        
 OM1144  ___________________________________________________________________
 OM1144  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 OM1144  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 OM1144
 OM1144  HORZ ORDER  -  THIRD
 OM1144
 OM1144.The horizontal coordinates were established by classical geodetic methods
 OM1144.and adjusted by the National Geodetic Survey in November 1991..
 OM1144
 OM1144
 OM1144.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1144
 OM1144.The geoid height was determined by GEOID03.
 OM1144
 OM1144;                    North         East     Units Scale Factor Converg.
 OM1144;SPC WI S     -   131,327.102   633,292.615   MT  0.99993987   +0 16 53.0
 OM1144;SPC WI S     -   430,862.33  2,077,727.52   sFT  0.99993987   +0 16 53.0
 OM1144;UTM  16      - 4,784,220.556   289,472.399   MT  1.00014526   -1 46 24.0
 OM1144
 OM1144                          SUPERSEDED SURVEY CONTROL
 OM1144
 OM1144  NAD 83(1986)-  43 10 53.14042(N)    089 35 25.70887(W) AD(       ) 4
 OM1144  NAD 27      -  43 10 53.17100(N)    089 35 25.27400(W) AD(       ) 3
 OM1144
 OM1144.Superseded values are not recommended for survey control.
 OM1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1144.See file dsdata.txt to determine how the superseded data were derived.
 OM1144
 OM1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8947284221(NAD 83)
 OM1144_MARKER: 90 = CHURCH SPIRE
 OM1144
 OM1144  HISTORY     - Date     Condition        Report By
 OM1144  HISTORY     - 1935     FIRST OBSERVED   CGS
 OM1144  HISTORY     - 1956     GOOD             CGS
 OM1144  HISTORY     - 1958     GOOD             CGS
 OM1144  HISTORY     - 20021227 GOOD             USPSQD
 OM1144
 OM1144                          STATION DESCRIPTION
 OM1144
 OM1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 OM1144'THIS STATION IS THE SPIRE ON THE ST. MARTINS CHURCH IN THE
 OM1144'VILLAGE OF MARTINSVILLE, WISCONSIN.  THE CHURCH IS ABOUT 1.25
 OM1144'MILES NORTHEAST OF U.S.C. AND G.S. TRIANGULATION STATION
 OM1144'MAIER AND IS VISIBLE FROM THE GROUND AT THAT STATION.
 OM1144'
 OM1144'THE STATION WAS NOT VISITED.  SO A DETAILED DESCRIPTION CANNOT
 OM1144'BE GIVEN.
 OM1144
 OM1144                          STATION RECOVERY (1956)
 OM1144
 OM1144'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FAR)
 OM1144'ORIGINAL DESCRIPTION ADEQUATE.
 OM1144
 OM1144                          STATION RECOVERY (1958)
 OM1144
 OM1144'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1144'THE STATION WAS RECOVERED IN GOOD CONDITION.
 OM1144'
 OM1144'THE STATION IS THE TOP OF THE SPIRE WHICH IS COVERED WITH
 OM1144'GREY SHINGLES AND HAS A WHITE CROSS ATOP A SILVER COLORED
 OM1144'BALL ON TOP.  THE OVERALL HEIGHT IS ABOUT 90 FEET.
 OM1144'
 OM1144'THE CHURCH IS YELLOW STONE AND IS LOCATED NEAR THE CENTER OF
 OM1144'THE VILLAGE OF MARTINSVILLE.
 OM1144
 OM1144                          STATION RECOVERY (2002)
 OM1144
 OM1144'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM1144'RECOVERED IN GOOD CONDITION. TO REACH THE STATION FROM THE JUNCTION OF
 OM1144'HIGHWAY 12 AND COUNTY HIGHWAY J AT SPRINGFIELD CORNERS, TURN SOUTHWEST
 OM1144'ON CTH J AND GO FOR 1.0 MILE TO MARTINSVILLE ROAD, TURN RIGHT ON
 OM1144'MARTINSVILLE ROAD FOR 0.5 MILE TO THE CHURCH ON THE RIGHT. IT IS AT
 OM1144'5958 MARTINSVILLE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1165 ***********************************************************************
 OM1165  DESIGNATION -  MARXVILLE
 OM1165  PID         -  OM1165
 OM1165  STATE/COUNTY-  WI/DANE
 OM1165  USGS QUAD   -  BLACK EARTH (1982)
 OM1165
 OM1165                         *CURRENT SURVEY CONTROL
 OM1165  ___________________________________________________________________
 OM1165* NAD 83(1991)-  43 10 22.77558(N)    089 40 58.07997(W)     ADJUSTED  
 OM1165* NAVD 88     -       342.     (meters)    1122.     (feet)  SCALED    
 OM1165  ___________________________________________________________________
 OM1165  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 OM1165  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 OM1165
 OM1165  HORZ ORDER  -  THIRD
 OM1165
 OM1165.The horizontal coordinates were established by classical geodetic methods
 OM1165.and adjusted by the National Geodetic Survey in November 1991..
 OM1165
 OM1165.The orthometric height was scaled from a topographic map.
 OM1165
 OM1165.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1165
 OM1165.The geoid height was determined by GEOID03.
 OM1165
 OM1165;                    North         East     Units Scale Factor Converg.
 OM1165;SPC WI S     -   130,357.155   625,790.517   MT  0.99994044   +0 13 04.6
 OM1165;SPC WI S     -   427,680.10  2,053,114.39   sFT  0.99994044   +0 13 04.6
 OM1165;UTM  16      - 4,783,520.024   281,938.658   MT  1.00018498   -1 50 10.7
 OM1165
 OM1165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1165!SPC WI S     -   0.99995177  x   0.99994044  =   0.99989222
 OM1165!UTM  16      -   0.99995177  x   1.00018498  =   1.00013674
 OM1165
 OM1165|---------------------------------------------------------------------|
 OM1165| PID    Reference Object                     Distance      Geod. Az  |
 OM1165|                                                           dddmmss.s |
 OM1165| CI9256 MARXVILLE RM 1                       10.091 METERS 08121     |
 OM1165| CI9257 MARXVILLE RM 2                        8.227 METERS 20720     |
 OM1165| OM1167 MARXVILLE 2                           3.325 METERS 20906     |
 OM1165| OM1170 BLUE MOUNDS RAD WIBA FM TWR         APPROX.21.0 KM 2202557.2 |
 OM1165| CI9255 MARXVILLE AZ MK                                    2703443.6 |
 OM1165|---------------------------------------------------------------------|
 OM1165
 OM1165                          SUPERSEDED SURVEY CONTROL
 OM1165
 OM1165  NAD 83(1986)-  43 10 22.77058(N)    089 40 58.08843(W) AD(       ) 3
 OM1165  NAD 27      -  43 10 22.79910(N)    089 40 57.65920(W) AD(       ) 3
 OM1165
 OM1165.Superseded values are not recommended for survey control.
 OM1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1165.See file dsdata.txt to determine how the superseded data were derived.
 OM1165
 OM1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8193983520(NAD 83)
 OM1165_MARKER: DS = TRIANGULATION STATION DISK
 OM1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1165
 OM1165  HISTORY     - Date     Condition        Report By
 OM1165  HISTORY     - 1958     MONUMENTED       CGS
 OM1165  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OM1165  HISTORY     - 1975     GOOD             LOCSUR
 OM1165  HISTORY     - 1975     GOOD             NGS
 OM1165
 OM1165                          STATION DESCRIPTION
 OM1165
 OM1165'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1165'THE STATION IS ABOUT 1-1/4 MILES SOUTH AND 1 MILE WEST OF
 OM1165'MARXVILLE, ABOUT 5-3/4 MILES EAST OF MAZOMANIE, IN THE NORTHEAST
 OM1165'1/4 OF SEC. 17, T-8-N, R-7-E, AND ON THE PROPERTY OF MRS.
 OM1165'TENA DANE.  IT IS 49 FEET WEST OF A TELEPHONE POLE, 27 FEET SOUTH
 OM1165'OF THE CENTERLINE OF A GRAVELED ROAD, 25 FEET WEST OF THE
 OM1165'CENTERLINE OF A FIELD ENTRANCE, 7 FEET SOUTH OF A WIRE FENCE
 OM1165'AND 7 FEET SOUTH OF A WHITE WITNESS POST.  THE MONUMENT IS
 OM1165'FLUSH AND THE DISK IS STAMPED MARXVILLE 1958.
 OM1165'
 OM1165'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 19
 OM1165'AND COUNTY HIGHWAY KP IN MARXVILLE, GO WEST ON THE HIGHWAYS
 OM1165'FOR 0.8 MILE TO THEIR JUNCTION.  TURN LEFT AND GO SOUTH ON
 OM1165'HIGHWAY KP FOR 1.35 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT
 OM1165'AND GO WEST ON A GRAVELED ROAD FOR 0.7 MILE TO THE TOP OF A
 OM1165'HILL AND THE STATION ON THE LEFT.
 OM1165'
 OM1165'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 OM1165'GRAVELED ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 OM1165'
 OM1165'REFERENCE MARK 1 IS 21 FEET SOUTH OF THE CENTERLINE OF THE
 OM1165'GRAVELED ROAD, 16 FEET WEST OF A TELEPHONE POLE, 9 FEET EAST
 OM1165'OF THE CENTERLINE OF THE FIELD ENTRANCE AND 1 FOOT SOUTH OF
 OM1165'THE WIRE FENCE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK
 OM1165'IS STAMPED MARXVILLE NO 1 1958.
 OM1165'
 OM1165'REFERENCE MARK 2 IS 68 FEET EAST-NORTHEAST OF THE TELEPHONE
 OM1165'POLE, 51 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD AND
 OM1165'30 FEET SOUTH OF THE WIRE FENCE.  THE MONUMENT PROJECTS 2
 OM1165'INCHES AND THE DISK IS STAMPED MARXVILLE NO 2 1958.
 OM1165'
 OM1165'THE AZIMUTH MARK IS 83 FEET EAST OF THE CENTERLINE OF A GRAVELED
 OM1165'ROAD, 24 FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD, 1
 OM1165'FOOT EAST OF A WHITE WITNESS POST AND 6 INCHES SOUTH OF A
 OM1165'POWER POLE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 OM1165'STAMPED MARXVILLE 1958.
 OM1165'
 OM1165'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OM1165
 OM1165                          STATION RECOVERY (1971)
 OM1165
 OM1165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 OM1165'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE
 OM1165'FOUND IN GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK
 OM1165'1 CHECKED BUT THE DIRECTION WAS FOUND TO BE IN ERROR BY 4 MINUTES
 OM1165'AND 41 SECONDS.  THE DISTANCE AND DIRECTION TO REFERENCE
 OM1165'MARK 2 CHECKED.  THE STATION MARK AND REFERENCE MARK 1 WERE
 OM1165'IN THE WAY OF ROAD WORK AND WERE DESTROYED AFTER STATION
 OM1165'MARXVILLE 2 1971 WAS ESTABLISHED.  REFERENCE MARK 2 AND THE
 OM1165'AZIMUTH MARK WERE LEFT INTACT AND USED WITH THE NEW STATION.
 OM1165'
 OM1165'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 OM1165'
 OM1165'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1
 OM1165'1/2 MILES SOUTHWEST OF MARXVILLE
 OM1165
 OM1165                          STATION RECOVERY (1975)
 OM1165
 OM1165'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975 (TRC)
 OM1165'STATION RECOVERED BY GEO. WEIR, LAND SURVEYING.
 OM1165'
 OM1165'MARXVILLE 2, 1971-EASILY VISIBLE, GOOD SHAPE, STEEL SIGN
 OM1165'POST STILL IN.
 OM1165'
 OM1165'R.M. NO 3-GOOD SHAPE 20 FT W OF TRIANGULATION STATION.
 OM1165'
 OM1165'R.M. NO. 1 OR 4 COULD NOT FIND.  WE HAVE 1958
 OM1165'MARK DATA.  MONUMENT IN TODAY WAS PLACED IN 1971.  WE WOULD
 OM1165'LIKE THE NEW DOSSIER SHEET TO UPDATE OUR FILES.
 OM1165
 OM1165                          STATION RECOVERY (1975)
 OM1165
 OM1165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 OM1165'THE STATION MARK, REFERENCE MARKS 2, 3 AND THE AZIMUTH MARK WERE
 OM1165'RECOVERED AS DESCRIBED.  THE DISTANCE TO THE REFERENCE MARKS CHECKED
 OM1165'BUT THE DIRECTION TO REFERENCE MARK 2 WAS IN ERROR BY 1 MINUTE.
 OM1165'AND THE DIRECTION TO REFERENCE MARK 3 WAS IN ERROR BY 1 MINUTE 30
 OM1165'SECONDS.  THE STATION MARK IS 55 FEET WEST OF A TELEPHONE
 OM1165'POLE, 28 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 20 FEET WEST
 OM1165'OF THE CENTERLINE OF THE FIELD ROAD, 20 FEET EAST OF A METAL
 OM1165'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 OM1165'MARXVILLE 2 1971.
 OM1165'
 OM1165'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 19 AND COUNTY
 OM1165'HIGHWAY KP AT MARXVILLE, GO WEST ON THE HIGHWAYS FOR 0.8 MILE TO
 OM1165'THEIR JUNCTION.  TURN LEFT AND GO SOUTH ON HIGHWAY KP FOR 1.35
 OM1165'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON FAR VIEW
 OM1165'ROAD FOR 0.7 MILE TO THE CREST OF A SMALL GRADE AND STATION ON THE
 OM1165'LEFT.  CONTINUE WEST ON THE ROAD FOR 0.3 MILE TO THE AZIMUTH MARK
 OM1165'ON THE RIGHT AS DESCRIBED.
 OM1165'
 OM1165'REFERENCE MARK 2 IS 43 FEET NORTH OF THE CENTERLINE OF THE ROAD
 OM1165'AND 23 FEET WEST OF THE CENTERLINE OF THE FIELD ENTRANCE ROAD.  THE
 OM1165'MONUMENT IS FLUSH AND THE DISK IS STAMPED MARXVILLE NO 2 1958.
 OM1165'
 OM1165'REFERENCE MARK 3 IS 27 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 OM1165'20 FEET WEST OF A METAL WITNESS POST AND 1 FOOT NORTH OF A METAL
 OM1165'WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 OM1165'STAMPED MARXVILLE 2 NO 3 1971.
 OM1165'
 OM1165'THE AZIMUTH MARK IS 83 FEET EAST OF THE CENTERLINE OF A GRAVELED
 OM1165'ROAD, 25 FEET NORTH OF THE CENTERLINE OF THE ROAD AND 2 FEET EAST
 OM1165'OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES AND THE
 OM1165'DISK IS STAMPED MARXVILLE 1958.
 OM1165'
 OM1165'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 OM1165'SOUTHWEST MARXVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1167 ***********************************************************************
 OM1167  DESIGNATION -  MARXVILLE 2
 OM1167  PID         -  OM1167
 OM1167  STATE/COUNTY-  WI/DANE
 OM1167  USGS QUAD   -  BLACK EARTH (1982)
 OM1167
 OM1167                         *CURRENT SURVEY CONTROL
 OM1167  ___________________________________________________________________
 OM1167* NAD 83(1997)-  43 10 22.68197(N)    089 40 58.15283(W)     ADJUSTED  
 OM1167* NAVD 88     -       341.8    (meters)    1121.     (feet)  VERTCON   
 OM1167  ___________________________________________________________________
 OM1167  X           -      25,791.590 (meters)                     COMP
 OM1167  Y           -  -4,658,979.878 (meters)                     COMP
 OM1167  Z           -   4,341,745.783 (meters)                     COMP
 OM1167  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 OM1167  ELLIP HEIGHT-         307.45  (meters)          (06/17/02) GPS OBS
 OM1167  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 OM1167
 OM1167  HORZ ORDER  -  THIRD
 OM1167  ELLP ORDER  -  FOURTH    CLASS I
 OM1167
 OM1167.The horizontal coordinates were established by classical geodetic methods
 OM1167.and adjusted by the National Geodetic Survey in June 2002..
 OM1167
 OM1167.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM1167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM1167
 OM1167.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1167
 OM1167.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1167
 OM1167.The ellipsoidal height was determined by GPS observations
 OM1167.and is referenced to NAD 83.
 OM1167
 OM1167.The geoid height was determined by GEOID03.
 OM1167
 OM1167;                    North         East     Units Scale Factor Converg.
 OM1167;SPC WI S     -   130,354.260   625,788.882   MT  0.99994044   +0 13 04.6
 OM1167;SPC WI S     -   427,670.60  2,053,109.02   sFT  0.99994044   +0 13 04.6
 OM1167;UTM  16      - 4,783,517.189   281,936.920   MT  1.00018499   -1 50 10.7
 OM1167
 OM1167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1167!SPC WI S     -   0.99995179  x   0.99994044  =   0.99989223
 OM1167!UTM  16      -   0.99995179  x   1.00018499  =   1.00013677
 OM1167
 OM1167|---------------------------------------------------------------------|
 OM1167| PID    Reference Object                     Distance      Geod. Az  |
 OM1167|                                                           dddmmss.s |
 OM1167| OM1165 MARXVILLE                             3.325 METERS 02906     |
 OM1167| CI9257 MARXVILLE RM 2                        4.900 METERS 20609     |
 OM1167| CI9258 MARXVILLE 2 RM 3                      5.999 METERS 27029     |
 OM1167| CI9255 MARXVILLE AZ MK                                    2705348.3 |
 OM1167|---------------------------------------------------------------------|
 OM1167
 OM1167                          SUPERSEDED SURVEY CONTROL
 OM1167
 OM1167  ELLIP H (10/21/99)  307.57   (m)                       GP(       ) 4 1
 OM1167  NAD 83(1991)-  43 10 22.68143(N)    089 40 58.15155(W) AD(       ) 3
 OM1167  NAD 83(1986)-  43 10 22.67643(N)    089 40 58.16001(W) AD(       ) 3
 OM1167  NAD 27      -  43 10 22.70494(N)    089 40 57.73076(W) AD(       ) 3
 OM1167  NGVD 29 (07/12/88)  341.9    (m)         1122.     (f) GPS OBS        
 OM1167
 OM1167.Superseded values are not recommended for survey control.
 OM1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1167.See file dsdata.txt to determine how the superseded data were derived.
 OM1167
 OM1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8193783517(NAD 83)
 OM1167_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM1167_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM1167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM1167+STABILITY: SURFACE MOTION
 OM1167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1167+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OM1167
 OM1167  HISTORY     - Date     Condition        Report By
 OM1167  HISTORY     - 1971     MONUMENTED       NGS
 OM1167  HISTORY     - 1987     GOOD             NGS
 OM1167
 OM1167                          STATION DESCRIPTION
 OM1167
 OM1167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 OM1167'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTHWEST OF MARXVILLE,
 OM1167'ABOUT 5-3/4 MILES EAST OF MAZEMANIE, IN THE NORTHEAST 1/4 OF
 OM1167'SEC. 17, T-8-N, R-7-E, ON ROAD RIGHT-OF-WAY, 51 FEET WEST OF
 OM1167'A TELEPHONE POLE, 1 FOOT NORTHEAST OF A METAL WITNESS POST, 20
 OM1167'FEET EAST OF A METAL WITNESS POST, 34 FEET SOUTH OF THE
 OM1167'CENTERLINE OF FAR VIEW ROAD, AND 20 FEET WEST OF THE CENTERLINE
 OM1167'OF A FIELD ENTRANCE.  THE MONUMENT PROJECTS 2 INCHES AND THE
 OM1167'DISK IS STAMPED MARXVILLE 2 1971.
 OM1167'
 OM1167'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 19 AND
 OM1167'COUNTY ROAD KP (0.8 MILE WEST OF MARXVILLE), GO SOUTH ON RD.
 OM1167'KP FOR 1.35 MILES TO A ROAD RIGHT.  TURN RIGHT AND GO WEST ON
 OM1167'FAR VIEW ROAD FOR 0.7 MILE TO THE TOP OF GRADE AND THE STATION
 OM1167'ON THE LEFT.  CONTINUE WEST ON THE ROAD FOR 0.3 MILE TO THE
 OM1167'AZIMUTH MARK ON THE RIGHT.
 OM1167'
 OM1167'REFERENCE MARK 2 IS 26 FEET WEST OF THE CENTERLINE OF FIELD
 OM1167'ENTRANCE, 15 FEET SOUTHWEST OF A METAL WITNESS POST AND 50
 OM1167'FEET SOUTH OF THE CENTERLINE OF THE ROAD.  THE MONUMENT IS
 OM1167'FLUSH AND THE DISK IS STAMPED MARXVILLE NO 2 1958.
 OM1167'
 OM1167'REFERENCE MARK 3 IS 20 FEET WEST OF A METAL WITNESS POST, 1
 OM1167'FOOT NORTH OF A METAL WITNESS POST AND 34 FEET SOUTH OF THE
 OM1167'CENTERLINE OF THE ROAD.  THE MONUMENT PROJECTS 4 INCHES AND THE
 OM1167'DISK IS STAMPED MARXVILLE 2 NO 3 1971.
 OM1167'
 OM1167'THE AZIMUTH MARK IS 30 FEET NORTH OF THE CENTERLINE OF THE
 OM1167'ROAD, 1 FOOT SOUTH OF A POWER POLE, 2 FEET EAST OF A METAL
 OM1167'WITNESS POST AND 83 FEET EAST OF THE CENTERLINE OF A GRAVELED
 OM1167'ROAD NORTH.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 OM1167'STAMPED MARXVILLE 1958.
 OM1167'
 OM1167'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OM1167
 OM1167                          STATION RECOVERY (1987)
 OM1167
 OM1167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 OM1167'THE STATION WAS RECOVERED AT THIS DATE.
 OM1167'REFERENCE MARKS WERE NOT SEARCHED FOR.
 OM1167'
 OM1167'THE STATION IS LOCATED ABOUT 8.9 KM (5.5 MI) EAST OF MAZOMANIE, 6.4
 OM1167'KM (4.0 MI) NORTHEAST OF BLACK EARTH, 6.4 KM (4.0 MI)
 OM1167'NORTH-NORTHWEST OF CROSS PLAINS AND 3.2 KM (2.0 MI) SOUTHEAST OF
 OM1167'MARXVILLE.
 OM1167'OWNERSHIP--TOWN OF BERRY, HERMAN HOFFMANN, CHAIRMAN, 6379 MATZ ROAD,
 OM1167'DANE WI 53529, PHONE 608-798-2190.
 OM1167'
 OM1167'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 19 AND
 OM1167'COUNTY HIGHWAY KP IN MARXVILLE, GO WEST ON STATE HIGHWAY 19 FOR 1.3
 OM1167'KM (0.8 MI) TO WHERE COUNTY HIGHWAY KP GOES TO THE LEFT.  TURN
 OM1167'LEFT ONTO COUNTY HIGHWAY KP AND GO SOUTH FOR 2.1 KM (1.3 MI) TO
 OM1167'FARVIEW ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST FOR 1.1 KM (0.7
 OM1167'MI) TO CREST OF HILL AND THE STATION ON THE LEFT ABOUT 2.4 METERS
 OM1167'(8.0 FT) HIGHER THAN ROADWAY.
 OM1167'
 OM1167'THE STATION IS A STANDARD CGS DISK STAMPED---MARXVILLE 2 1971---
 OM1167'SET IN THE TOP OF A CONCRETE POST 30 CM IN DIAMETER AND FLUSH WITH
 OM1167'GROUND.  LOCATED 8.5 METERS (28.0 FT) SOUTH OF THE CENTER OF
 OM1167'FARVIEW ROAD, 6.6 METERS (21.5 FT) WEST OF CENTER OF FIELD ROAD, AND
 OM1167'0.4 METERS (1.2 FT) NORTHEAST OF A METAL WITNESS POST.
 OM1167'
 OM1167'DANE COUNTY, WISCONSIN 1987.
 OM1167'
 OM1167'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM1167'
 OM1167'DESCRIBED BY D.A. BOWLING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5089 ***********************************************************************
 DH5089  DESIGNATION -  MARXVILLE GPS
 DH5089  PID         -  DH5089
 DH5089  STATE/COUNTY-  WI/DANE
 DH5089  USGS QUAD   -  BLACK EARTH (1982)
 DH5089
 DH5089                         *CURRENT SURVEY CONTROL
 DH5089  ___________________________________________________________________
 DH5089* NAD 83(1997)-  43 09 57.20029(N)    089 39 45.71722(W)     ADJUSTED  
 DH5089* NAVD 88     -                                                        
 DH5089  ___________________________________________________________________
 DH5089  X           -      27,430.637 (meters)                     COMP
 DH5089  Y           -  -4,659,466.288 (meters)                     COMP
 DH5089  Z           -   4,341,132.595 (meters)                     COMP
 DH5089  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 DH5089  ELLIP HEIGHT-         249.51  (meters)          (08/01/05) GPS OBS
 DH5089  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 DH5089
 DH5089  HORZ ORDER  -  FIRST
 DH5089  ELLP ORDER  -  SECOND    CLASS I
 DH5089
 DH5089.The horizontal coordinates were established by GPS observations
 DH5089.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5089
 DH5089
 DH5089.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5089
 DH5089.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5089
 DH5089.The ellipsoidal height was determined by GPS observations
 DH5089.and is referenced to NAD 83.
 DH5089
 DH5089.The geoid height was determined by GEOID03.
 DH5089
 DH5089;                    North         East     Units Scale Factor Converg.
 DH5089;SPC WI S     -   129,574.369   627,428.029   MT  0.99994094   +0 13 54.3
 DH5089;SPC WI S     -   425,111.91  2,058,486.79   sFT  0.99994094   +0 13 54.3
 DH5089;UTM  16      - 4,782,678.844   283,547.446   MT  1.00017638   -1 49 20.3
 DH5089
 DH5089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5089!SPC WI S     -   0.99996087  x   0.99994094  =   0.99990182
 DH5089!UTM  16      -   0.99996087  x   1.00017638  =   1.00013725
 DH5089
 DH5089                          SUPERSEDED SURVEY CONTROL
 DH5089
 DH5089.No superseded survey control is available for this station.
 DH5089
 DH5089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8354782679(NAD 83)
 DH5089_MARKER: DD = SURVEY DISK
 DH5089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5089_STAMPING: MARXVILLE GPS 2004
 DH5089_MARK LOGO: WIDT  
 DH5089_PROJECTION: FLUSH
 DH5089_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5089+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5089
 DH5089  HISTORY     - Date     Condition        Report By
 DH5089  HISTORY     - 2003     MONUMENTED       WIDT
 DH5089
 DH5089                          STATION DESCRIPTION
 DH5089
 DH5089'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5089'OWNERSHIP--TOWN OF BERRY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5089'STATE HIGHWAY 19  WITH COUNTY HIGHWAY KP SOUTH ABOUT 6 MI EAST OF THE
 DH5089'VILLAGE OF MAZOMANIE, GO SOUTH ON  COUNTY HIGHWAY KP FOR 2.15 MI TO
 DH5089'SPRING VALLEY ROAD, TURN LEFT AND GO EAST ON SPRING  VALLEY ROAD FOR
 DH5089'0.7 MI TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN
 DH5089'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH5089'IN THE TOP OF  A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE
 DH5089'ROAD PAVEMENT.  THE STATION IS 6.9 M  NORTH OF THE CENTERLINE OF
 DH5089'SPRING VALLEY ROAD, 23.7 M WEST OF WOOD POST FOR A --CURVY  ROAD--
 DH5089'SIGN, 20.1 M NORTHWEST OF POWER POLE --92 45/84--, 2 M SOUTH OF A
 DH5089'CULTIVATED FIELD, 1.0  M SOUTH OF AN ORANGE 4X4 PLASTIC WITNESS POST,
 DH5089'1.0 M NORTHEAST OF AN ORANGE 4X4 PLASTIC  WITNESS POST AND 1.0 M
 DH5089'NORTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS
 DH5089'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DH5089'ABOVE THE  HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1104 ***********************************************************************
 PN1104  DESIGNATION -  MARY
 PN1104  PID         -  PN1104
 PN1104  STATE/COUNTY-  WI/ADAMS
 PN1104  USGS QUAD   -  ROCHE A CRI (1984)
 PN1104
 PN1104                         *CURRENT SURVEY CONTROL
 PN1104  ___________________________________________________________________
 PN1104* NAD 83(1991)-  44 04 43.15635(N)    089 48 26.75393(W)     ADJUSTED  
 PN1104* NAVD 88     -       300.9    (meters)     987.     (feet)  VERTCON   
 PN1104  ___________________________________________________________________
 PN1104  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 PN1104  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 PN1104
 PN1104  HORZ ORDER  -  SECOND
 PN1104
 PN1104.The horizontal coordinates were established by classical geodetic methods
 PN1104.and adjusted by the National Geodetic Survey in November 1991..
 PN1104
 PN1104.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1104
 PN1104.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1104
 PN1104.The geoid height was determined by GEOID03.
 PN1104
 PN1104;                    North         East     Units Scale Factor Converg.
 PN1104;SPC WI S     -   230,944.392   615,424.780   MT  1.00000246   +0 07 56.3
 PN1104;SPC WI S     -   757,690.06  2,019,106.13   sFT  1.00000246   +0 07 56.3
 PN1104;UTM  16      - 4,884,441.516   275,211.207   MT  1.00022151   -1 57 13.6
 PN1104
 PN1104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1104!SPC WI S     -   0.99995837  x   1.00000246  =   0.99996083
 PN1104!UTM  16      -   0.99995837  x   1.00022151  =   1.00017987
 PN1104
 PN1104|---------------------------------------------------------------------|
 PN1104| PID    Reference Object                     Distance      Geod. Az  |
 PN1104|                                                           dddmmss.s |
 PN1104| CS5262 MARY RM 2                             7.463 METERS 00010     |
 PN1104| CS5261 MARY RM 1                            38.350 METERS 11138     |
 PN1104|---------------------------------------------------------------------|
 PN1104
 PN1104                          SUPERSEDED SURVEY CONTROL
 PN1104
 PN1104  NAD 83(1986)-  44 04 43.15404(N)    089 48 26.76129(W) AD(       ) 2
 PN1104  NAD 27      -  44 04 43.26514(N)    089 48 26.30761(W) AD(       ) 2
 PN1104  NGVD 29 (07/19/86)  300.9    (m)          987.     (f) VERT ANG       
 PN1104
 PN1104.Superseded values are not recommended for survey control.
 PN1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1104.See file dsdata.txt to determine how the superseded data were derived.
 PN1104
 PN1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7521184442(NAD 83)
 PN1104_MARKER: DE = TRAVERSE STATION DISK
 PN1104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN1104_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1104+STABILITY: SURFACE MOTION
 PN1104
 PN1104  HISTORY     - Date     Condition        Report By
 PN1104  HISTORY     - 1979     MONUMENTED       WIDT
 PN1104  HISTORY     - 1981     GOOD             WIDT
 PN1104  HISTORY     - 19950902 GOOD             USPSQD
 PN1104
 PN1104                          STATION DESCRIPTION
 PN1104
 PN1104'DESCRIBED BY WI DEPT OF TRANSP 1979 (LTK)
 PN1104'THE STATION IS LOCATED ALONG STH 13 ABOUT 7.5 MILES NORTH OF
 PN1104'FRIENDSHIP, 2 MILES SOUTH OF BIG FLATS, 0.6 MILE SOUTH OF THE SOUTH
 PN1104'ENTRANCE TO THE RABBIT ROCK WAYSIDE, AND 0.1 MILE NORTH OF BUTTERCUP
 PN1104'COURT.
 PN1104'
 PN1104'TO REACH THE STATION FROM THE POST OFFICE IN FRIENDSHIP, GO NORTH ON
 PN1104'STH 13 FOR 7.6 MILES TO THE STATION ON A SMALL RISE ON THE WEST
 PN1104'HIGHWAY RIGHT OF WAY DIRECTLY OPPOSITE MARYS BEAUTY SALON TO THE EAST.
 PN1104'
 PN1104'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---MARY 1979---.  THE
 PN1104'SURFACE DISK IS SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL
 PN1104'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 59
 PN1104'FEET NORTH OF THE CENTER OF A PRIVATE ENTRANCE PROJECTED WEST, 47.5
 PN1104'FEET WEST OF THE CENTER OF STH 13, 12 FEET NORTHEAST OF A 6 INCH JACK
 PN1104'PINE, 8.5 FEET SOUTHEAST OF A 4 INCH BURR OAK, AND 2 FEET EAST OF A
 PN1104'METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 PN1104'OF CONCRETE 4.5 FEET BELOW GROUND.
 PN1104'
 PN1104'REFERENCE MARK 1 IS A STANDARD WIDT DISK STAMPED---MARY RM 1
 PN1104'1979---SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL CONCRETE
 PN1104'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 56 FEET EAST
 PN1104'OF THE CENTER OF STH 13, 22.5 FEET EAST OF THE SOUTH END OF A CULVERT
 PN1104'PIPE UNDER A PRIVATE ENTRANCE, 15.5 FEET SOUTH OF THE CENTER OF A
 PN1104'PRIVATE ENTRANCE, 5.5 FEET WEST OF POWER POLE--206/14--, AND 3 FEET
 PN1104'LOWER THAN THE STATION.
 PN1104'
 PN1104'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---MARY RM 2
 PN1104'1979---SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL CONCRETE
 PN1104'MONUMENT WHICH PROJECTS 2 INCHES ABOVE GROUND.  IT IS 83 FEET NORTH OF
 PN1104'THE CENTER OF A PRIVATE ENTRANCE PROJECTED WEST, 42.5 FEET WEST OF THE
 PN1104'CENTER OF STH 13, 25 FEET NORTHEAST OF A METAL WITNESS POST, 12.5 FEET
 PN1104'NORTHEAST OF 6 INCH TRIPLE OAKS, AND 1.5 FEET LOWER THAN THE STATION.
 PN1104
 PN1104                          STATION RECOVERY (1981)
 PN1104
 PN1104'RECOVERY NOTE BY WI DEPT OF TRANSP 1981 (LTK)
 PN1104'THE STATION IS LOCATED ABOUT 12.1 KM (7-1/2 MI) NORTH OF
 PN1104'FRIENDSHIP, 3.2 KM (2 MI) SOUTH OF THE SMALL COMMUNITY OF
 PN1104'BIG FLATS, AND ON THE WEST SIDE OF STATE ROUTE 13 ON
 PN1104'A SMALL RISE.
 PN1104'
 PN1104'TO REACH THE STATION FROM THE POST OFFICE IN FRIENDSHIP, GO
 PN1104'NORTH ON STATE ROUTE 13 FOR 12.2 KM (7.6 MI) TO THE STATION
 PN1104'ON THE LEFT.
 PN1104'
 PN1104'THE STATION IS A STANDARD WIDT DISK
 PN1104'STAMPED---MARY 1979---,
 PN1104'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN1104'FLUSH WITH GROUND.  IT IS LOCATED
 PN1104'18.0 METERS (59.0 FT) NORTH FROM THE PROJECTED CENTER OF A
 PN1104'DRIVEWAY,
 PN1104'14.5 METERS (47.5 FT) WEST FROM THE CENTER OF STATE ROUTE 13,
 PN1104'3.6 METERS (12.0 FT) NORTHEAST FROM A 6-INCH JACK PINE TREE,
 PN1104'2.6 METERS (8.5 FT) SOUTHEAST FROM A 4-INCH BUROAK TREE, AND
 PN1104'0.6 METER (2.0 FT) EAST FROM A METAL WITNESS POST.
 PN1104'THE UNDERGROUND MARK IS A STANDARD WIDT DISK
 PN1104'STAMPED---MARY 1979---,
 PN1104'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 PN1104'
 PN1104'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 PN1104
 PN1104                          STATION RECOVERY (1995)
 PN1104
 PN1104'RECOVERY NOTE BY US POWER SQUADRON 1995
 PN1104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0706 ***********************************************************************
 OM0706  DESIGNATION -  MARY HILL
 OM0706  PID         -  OM0706
 OM0706  STATE/COUNTY-  WI/FOND DU LAC
 OM0706  USGS QUAD   -  SAINT PETER (1992)
 OM0706
 OM0706                         *CURRENT SURVEY CONTROL
 OM0706  ___________________________________________________________________
 OM0706* NAD 83(1991)-  43 47 12.22628(N)    088 21 58.62181(W)     ADJUSTED  
 OM0706* NAVD 88     -       333.     (meters)    1093.     (feet)  SCALED    
 OM0706  ___________________________________________________________________
 OM0706  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 OM0706  GEOID HEIGHT-         -35.67  (meters)                     GEOID03
 OM0706
 OM0706  HORZ ORDER  -  THIRD
 OM0706
 OM0706.The horizontal coordinates were established by classical geodetic methods
 OM0706.and adjusted by the National Geodetic Survey in November 1991..
 OM0706
 OM0706.The orthometric height was scaled from a topographic map.
 OM0706
 OM0706.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0706
 OM0706.The geoid height was determined by GEOID03.
 OM0706
 OM0706;                    North         East     Units Scale Factor Converg.
 OM0706;SPC WI S     -   199,779.372   731,488.302   MT  0.99995515   +1 07 21.1
 OM0706;SPC WI S     -   655,442.82  2,399,891.20   sFT  0.99995515   +1 07 21.1
 OM0706;UTM  16      - 4,849,092.888   390,067.332   MT  0.99974864   -0 56 43.9
 OM0706
 OM0706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0706!SPC WI S     -   0.99995338  x   0.99995515  =   0.99990853
 OM0706!UTM  16      -   0.99995338  x   0.99974864  =   0.99970203
 OM0706
 OM0706|---------------------------------------------------------------------|
 OM0706| PID    Reference Object                     Distance      Geod. Az  |
 OM0706|                                                           dddmmss.s |
 OM0706| CI9263 MARY HILL RM 3                       12.483 METERS 00125     |
 OM0706| CI9261 MARY HILL RM 1                       12.509 METERS 00140     |
 OM0706| OM0710 ST PETER CATHOLIC CHURCH DOME       APPROX. 5.6 KM 0204107.5 |
 OM0706| CI9259 MARY HILL AZ MK                                    1313253.3 |
 OM0706| CI9260 MARY HILL AZ MK 2                                  1375801.1 |
 OM0706| CI9264 MARY HILL RM 4                        6.550 METERS 17605     |
 OM0706| CI9262 MARY HILL RM 2                        9.459 METERS 17757     |
 OM0706| OM0721 FOND DU LAC MUNICIPAL TANK          APPROX. 6.6 KM 2641840.0 |
 OM0706| OM0717 FOND DU LAC WISC PWR LT CO STK      APPROX. 6.6 KM 2660251.2 |
 OM0706| OM0716 FOND DU LAC CO POL KSB 461 MST      APPROX. 1.7 KM 3300519.8 |
 OM0706|---------------------------------------------------------------------|
 OM0706
 OM0706                          SUPERSEDED SURVEY CONTROL
 OM0706
 OM0706  NAD 83(1986)-  43 47 12.21783(N)    088 21 58.62416(W) AD(       ) 3
 OM0706  NAD 27      -  43 47 12.25000(N)    088 21 58.24700(W) AD(       ) 3
 OM0706
 OM0706.Superseded values are not recommended for survey control.
 OM0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0706.See file dsdata.txt to determine how the superseded data were derived.
 OM0706
 OM0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9006749093(NAD 83)
 OM0706_MARKER: DS = TRIANGULATION STATION DISK
 OM0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0706
 OM0706  HISTORY     - Date     Condition        Report By
 OM0706  HISTORY     - 1953     MONUMENTED       CGS
 OM0706  HISTORY     - 1971     GOOD             WIDT
 OM0706  HISTORY     - 1974     GOOD             NGS
 OM0706  HISTORY     - 1977     GOOD             NGS
 OM0706  HISTORY     - 1982     GOOD             AME
 OM0706
 OM0706                          STATION DESCRIPTION
 OM0706
 OM0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0706'THE STATION IS LOCATED ON THE PROPERTY OF FRANK MARTES, ABOUT
 OM0706'3 MILES EAST OF FOND DU LAC.  IT IS 55 FEET SOUTH OF A FENCE
 OM0706'CORNER, 6 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT
 OM0706'EAST OF A FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE DISK
 OM0706'IS STAMPED MARY HILL 1953.
 OM0706'
 OM0706'REFERENCE MARK NO. 1 IS 14 FEET SOUTH OF A FENCE CORNER AND 3 FEET
 OM0706'EAST OF A FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE
 OM0706'DISK IS STAMPED MARY HILL NO 1 1953.
 OM0706'
 OM0706'REFERENCE MARK NO. 2 IS 25 FEET SOUTH OF A WHITE WITNESS POST
 OM0706'AND 2 FEET EAST OF A FENCE LINE.  THE MARK PROJECTS 2 INCHES
 OM0706'AND THE DISK IS STAMPED MARY HILL NO 2 1953.
 OM0706'
 OM0706'AZIMUTH MARK IS 37 FEET WEST OF THE CENTER OF COUNTY HIGHWAY UU,
 OM0706'23 FEET NORTH OF THE CENTER OF STATE HIGHWAY 23, 2 FEET NORTHEAST
 OM0706'OF A WHITE WITNESS POST AND 1 FOOT EAST OF A POWER LINE POLE.
 OM0706'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED MARY HILL 1953.
 OM0706'
 OM0706'TO REACH THE STATION FROM THE COURTHOUSE IN FOND DU LAC, GO
 OM0706'NORTH ON MAIN STREET FOR 0.6 MILE TO THE JUNCTION OF STATE
 OM0706'HIGHWAY 23.  TURN RIGHT AND GO EAST ON HIGHWAY 23 FOR 4.1 MILE
 OM0706'TO A FARM DRIVEWAY LEFT.* TURN LEFT ON DRIVEWAY AND GO 0.05
 OM0706'MILE TO A GATE.  PASS THROUGH GATE, TURN LEFT AND GO WEST ALONG
 OM0706'FENCE LINE FOR 0.1 MILE TO A FENCE CORNER.  TURN RIGHT AND GO
 OM0706'NORTH FOR 0.15 MILE TO THE STATION IN THE FENCE LINE AS
 OM0706'DESCRIBED.
 OM0706'
 OM0706'*TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE ON STATE
 OM0706'HIGHWAY 23 FOR 0.15 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 OM0706'
 OM0706'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 OM0706
 OM0706                          STATION RECOVERY (1971)
 OM0706
 OM0706'RECOVERY NOTE BY WI DEPT OF TRANSP 1971 (RW)
 OM0706'MARY HILL 1953-GOOD
 OM0706'
 OM0706'REF MARK 1 AND 2-GOOD
 OM0706'
 OM0706'AZ. MARK-OUT
 OM0706'
 OM0706'DUG IN AREA DESCRIBED FOR AZ. MARK.  RECENT ROAD CONST. IS SUSPECT.
 OM0706'COULD BE RESET IN SAME AREA.
 OM0706
 OM0706                          STATION RECOVERY (1974)
 OM0706
 OM0706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 OM0706'REFERENCE MARKS 1 AND 2 WERE NOT FOUND AND ARE PROBABLY
 OM0706'DESTROYED BY URBAN DEVELOPMENT.  AZIMUTH MARK WAS NOT FOUND AND
 OM0706'IS PROBABLY DESTROYED BY ROAD CONSTRUCTION.
 OM0706
 OM0706                          STATION RECOVERY (1977)
 OM0706
 OM0706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 OM0706'STATION MARK FOUND IN GOOD CONDITION.  REFERENCE MARKS 1 AND 2 AND
 OM0706'THE AZIMUTH MARK NOT FOUND.  A NEW HOUSING DEVELOPMENT PROBALLY
 OM0706'DESTROYED REFERENCE MARKS 1 AND 2.  REFERENCE MARKS 3 AND 4 WERE
 OM0706'ESTABLISHED.  A NEW AZIMUTH MARK WAS SET AND ESTABLISHED OFF OF A
 OM0706'1953 INTERSECTION STATION.  ST PETERS CATHOLIC CHURCH DOME 1953
 OM0706'WAS USED TO ESTABLISH THESE MARKS.
 OM0706'
 OM0706'DUE TO MANY CHANGES AT THE STATION SITE A NEW DESCRIPTION FOLLOWS--
 OM0706'
 OM0706'THE STATION IS LOCATED ABOUT 3 MILES EAST OF FOND DU LAC AND ON A
 OM0706'HIGH HILL OWNED BY MR. DELBERT BIRSCLBACH AND NEAR THE PROPERTY LINE
 OM0706'OF A HOUSING PROJECT.  IT IS LOCATED AT THE HIGHEST PART OF THE
 OM0706'HILL, 77 FEET EAST OF THE NORTHEAST CORNER OF A HOUSE, 95 FEET
 OM0706'NORTHEAST OF THE SOUTHEAST CORNER OF HOUSE, 15 FEET EAST OF A
 OM0706'OVERHEAD POWER LINE, 113 FEET NORTH OF A POWER POLE WITH A
 OM0706'TRANSFORMER AND 1 FOOT NORTHWEST OF A METAL WITNESS POST.  THE MARK
 OM0706'PROJECTS 6 INCHES AND THE DISK STAMPED MARYHILL 1953.
 OM0706'
 OM0706'REFERENCE MARK 3 IS 80 FEET SOUTHEAST OF POWER POLE NO. L 779, 86
 OM0706'FEET NORTHEAST OF NORTHEAST CORNER OF HOUSE, 40 FEET NORTH OF THE
 OM0706'METAL WITNESS POST AND 50 FEET SOUTHEAST OF THE EXTREME SOUTHEAST
 OM0706'EDGE OF A PAVED CIRCLE TURN AROUND.  THE MARK IS FLUSH AND THE DISK
 OM0706'STAMPED MARYHILL 1953 NO 3 1977.
 OM0706'
 OM0706'REFERENCE MARK 4 IS 83 FEET EAST OF THE NORTHEAST CORNER OF HOUSE,
 OM0706'21 FEET SOUTH OF THE METAL WITNESS POST AND PROJECTS 3 INCHES.  THE
 OM0706'MARK IS A 3-FOOT ALUMINUM MARKER WITHE 3 MAGNETS ATTACHED.  THE
 OM0706'DISK IS STAMPED MARYHILL 1953 NO 4 1977.
 OM0706'
 OM0706'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 23 AND
 OM0706'MAIN STREET IN FONDDU LAC, GO EAST ON HIGHWAY 23 FOR 3.85 MILES TO A
 OM0706'PAVED ROAD LEFT.  TURN LEFT AND GO NORTH AND EAST ON HILL TOP DRIVE
 OM0706'FOR 0.45 MILE TO THE TOP OF HILL AND STATION AS DESCRIBED.
 OM0706'
 OM0706'TO REACH THE AZIMUTH MARK FROM THIS POINT, GO EAST ON HIGHWAY 23 FOR
 OM0706'0.45 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 OM0706'
 OM0706'THE AZIMUTH MARK IS 30 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY
 OM0706'2 FEET WEST OF A POWER POLE AND 1 FOOT EAST OF A METAL WITNESS
 OM0706'POST.  THE MARK PROJECTS 1 INCH AND THE DISK STAMPED MARYHILL 1953
 OM0706'1977.
 OM0706'
 OM0706'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES EAST OF
 OM0706'FOND DU LAC.
 OM0706'
 OM0706'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 OM0706
 OM0706                          STATION RECOVERY (1982)
 OM0706
 OM0706'RECOVERY NOTE BY AERO-METRIC ENGINEERING INCORPORATED 1982 (PD)
 OM0706'MARYHILL 1953 RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0664 ***********************************************************************
 OM0664  DESIGNATION -  MARYTOWN
 OM0664  PID         -  OM0664
 OM0664  STATE/COUNTY-  WI/FOND DU LAC
 OM0664  USGS QUAD   -  MARYTOWN (1992)
 OM0664
 OM0664                         *CURRENT SURVEY CONTROL
 OM0664  ___________________________________________________________________
 OM0664* NAD 83(1991)-  43 54 39.85403(N)    088 12 15.06472(W)     ADJUSTED  
 OM0664* NAVD 88     -       317.     (meters)    1040.     (feet)  SCALED    
 OM0664  ___________________________________________________________________
 OM0664  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 OM0664  GEOID HEIGHT-         -35.84  (meters)                     GEOID03
 OM0664
 OM0664  HORZ ORDER  -  SECOND
 OM0664
 OM0664.The horizontal coordinates were established by classical geodetic methods
 OM0664.and adjusted by the National Geodetic Survey in November 1991..
 OM0664
 OM0664.The orthometric height was scaled from a topographic map.
 OM0664
 OM0664.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0664
 OM0664.The geoid height was determined by GEOID03.
 OM0664
 OM0664;                    North         East     Units Scale Factor Converg.
 OM0664;SPC WI S     -   213,859.388   744,235.304   MT  0.99997211   +1 14 02.1
 OM0664;SPC WI S     -   701,637.01  2,441,711.99   sFT  0.99997211   +1 14 02.1
 OM0664;UTM  16      - 4,862,700.449   403,311.198   MT  0.99971498   -0 50 06.8
 OM0664
 OM0664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0664!SPC WI S     -   0.99995592  x   0.99997211  =   0.99992803
 OM0664!UTM  16      -   0.99995592  x   0.99971498  =   0.99967091
 OM0664
 OM0664|---------------------------------------------------------------------|
 OM0664| PID    Reference Object                     Distance      Geod. Az  |
 OM0664|                                                           dddmmss.s |
 OM0664| CI9266 MARYTOWN RM 1                        13.802 METERS 00657     |
 OM0664| OM0668 CHARLESBURG ST CHARLES CATH CH      APPROX. 7.0 KM 0201935.8 |
 OM0664| OM0665 MARYTOWN ST MARYS CATH CH            56.663 METERS 03500     |
 OM0664| OM0653 NEW HOLSTEIN MUNICIPAL TANK         APPROX. 9.8 KM 0642036.3 |
 OM0664| OM0652 ST ANNA CATHOLIC CHURCH SPIRE       APPROX. 7.0 KM 1045530.7 |
 OM0664| CI9265 MARYTOWN AZ MK                                     1913459.9 |
 OM0664| OM0704 MT CALVARY HOLY CROSS CATH CH       APPROX.10.4 KM 2005137.4 |
 OM0664| OM0710 ST PETER CATHOLIC CHURCH DOME       APPROX.14.0 KM 2320935.8 |
 OM0664| OM0701 JOHNSBURG ST JOHNS CATH CH          APPROX. 7.9 KM 2411322.4 |
 OM0664| CI9267 MARYTOWN RM 2                        21.976 METERS 26302     |
 OM0664| CI9268 MARYTOWN RM 3                        35.808 METERS 26336     |
 OM0664|---------------------------------------------------------------------|
 OM0664
 OM0664                          SUPERSEDED SURVEY CONTROL
 OM0664
 OM0664  NAD 83(1986)-  43 54 39.84489(N)    088 12 15.06455(W) AD(       ) 2
 OM0664  NAD 27      -  43 54 39.87200(N)    088 12 14.70200(W) AD(       ) 2
 OM0664
 OM0664.Superseded values are not recommended for survey control.
 OM0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0664.See file dsdata.txt to determine how the superseded data were derived.
 OM0664
 OM0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0331162700(NAD 83)
 OM0664_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0664+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2005
 OM0664
 OM0664  HISTORY     - Date     Condition        Report By
 OM0664  HISTORY     - 1953     MONUMENTED       CGS
 OM0664  HISTORY     - 1977     GOOD             NGS
 OM0664  HISTORY     - 20030630 GOOD             USPSQD
 OM0664  HISTORY     - 20050701 GOOD             USPSQD
 OM0664
 OM0664                          STATION DESCRIPTION
 OM0664
 OM0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0664'THE STATION IS LOCATED ON ST. MARYS CATHOLIC CHURCH PROPERTY IN
 OM0664'THE VILLAGE OF MARYTOWN.  IT IS IN THE SOUTHEAST CORNER OF THE
 OM0664'CHURCH PARKING LOT, 127 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 OM0664'CHURCH, 27 FEET NORTHWEST OF A 24 INCH BOX ALDER TREE, AND 11 FEET
 OM0664'WEST OF A CEMETERY FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 OM0664'STAMPED MARYTOWN 1953.
 OM0664'
 OM0664'REFERENCE MARK NO. 1 IS 83 FEET SOUTHEAST OF THE SOUTHWEST
 OM0664'CORNER OF ST. MARYS CATHOLIC CHURCH, AND 5 FEET WEST OF THE
 OM0664'NORTHWEST CORNER OF A CEMETERY FENCE.  THE MARK IS FLUSH AND THE
 OM0664'DISK IS STAMPED MARYTOWN NO 1 1953.
 OM0664'
 OM0664'REFERENCE MARK NO. 2 IS IN THE SOUTHWEST CORNER OF THE PARKING LOT,
 OM0664'135 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH AND
 OM0664'15 FEET SOUTH OF A 6 INCH BOX ALDER TREE.  THE MARK IS FLUSH
 OM0664'AND THE DISK IS STAMPED MARYTOWN NO 2 1953.
 OM0664'
 OM0664'AZIMUTH MARK IS 26 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD,
 OM0664'3 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCE
 OM0664'LINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 OM0664'STAMPED MARTTOWN 1953.
 OM0664'
 OM0664'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST FROM THE
 OM0664'PARKING LOT FOR 0.1 MILE TO STATE HIGHWAY 149, TURN RIGHT AND GO
 OM0664'SOUTH FOR 0.3 MILE TO A CROSSROAD, TURN RIGHT AND GO WEST FOR 0.2
 OM0664'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 OM0664'
 OM0664'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 OM0664
 OM0664                          STATION RECOVERY (1977)
 OM0664
 OM0664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 OM0664'STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK FOUND IN GOOD
 OM0664'CONDITION.  REFERENCE MARK 1 IS NOW UNDERGROUND 3 INCHES.  REFERENCE
 OM0664'MARK 2 WAS SEARCHED FOR BUT NOT FOUND AND IT IS ASSUMED THAT IT WAS
 OM0664'COVERED BY PAVING MATERIAL.  (ROCKS AND GRAVEL) REFERENCE MARK 3
 OM0664'WAS SET AT THIS TIME.  THE DISTANCE TO REFERENCE MARK 1 CHECKED AND
 OM0664'THE DIRECTION WAS LESS BY 1 MINUTE AND 43 SECONDS.
 OM0664'
 OM0664'THE DESCRIPTION IS ADEQUATE FOR RECOVERY OF THE STATION WITH THE
 OM0664'ADDITION OF REFERENCE MARK 3.
 OM0664'
 OM0664'REFERENCE MARK 3 IS AT THE SOUTHWEST EDGE OF THE PARKING AREA
 OM0664'(GRAVELED) OF THE CHURCH AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 OM0664'THE MARK PROJECTS 2 INCHES AND THE DISK STAMPED MARYTOWN 1953 NO 3
 OM0664'1977.
 OM0664'
 OM0664'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MARYTOWN.
 OM0664'
 OM0664'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 OM0664
 OM0664                          STATION RECOVERY (2003)
 OM0664
 OM0664'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0664'STATION RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 10.5 FEET
 OM0664'WEST OF THE EASTERN EDGE AND 3.0 FEET NORTH OF THE SOUTH EDGE OF THE
 OM0664'ASPHALTED PARKING LOT WEST-NORTHWEST OF THE CEMETARY.
 OM0664'THE REFERENCE MARKS WERE NOT FOUND AND POSSIBLY COVERED WHEN THE
 OM0664'PARKING LOT WAS RESURFACED.
 OM0664
 OM0664                          STATION RECOVERY (2005)
 OM0664
 OM0664'RECOVERY NOTE BY US POWER SQUADRON 2005 (CLB)
 OM0664'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE AZIMUTH
 OM0664'MARK WAS RECOVERED IN POOR CONDITION -- ITS CONCRETE POST IS LEANING.
 OM0664'THE AZIMUTH MARK IS ABOUT 21 FEET SOUTH OF KIEL ROAD, 108 FEET WEST OF
 OM0664'THE CENTERLINE OF THE DRIVEWAY TO --W956--, AND 18 FEET EAST OF THE
 OM0664'WESTERNMOST DRIVEWAY TOWARD THE BARN.  REFERENCE MARKS 1 AND 3 WERE
 OM0664'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0665 ***********************************************************************
 OM0665  DESIGNATION -  MARYTOWN ST MARYS CATH CH
 OM0665  PID         -  OM0665
 OM0665  STATE/COUNTY-  WI/FOND DU LAC
 OM0665  USGS QUAD   -  MARYTOWN (1992)
 OM0665
 OM0665                         *CURRENT SURVEY CONTROL
 OM0665  ___________________________________________________________________
 OM0665* NAD 83(1991)-  43 54 41.35789(N)    088 12 13.60808(W)     ADJUSTED  
 OM0665* NAVD 88     -                                                        
 OM0665  ___________________________________________________________________
 OM0665  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 OM0665  GEOID HEIGHT-         -35.85  (meters)                     GEOID03
 OM0665
 OM0665  HORZ ORDER  -  THIRD
 OM0665
 OM0665.The horizontal coordinates were established by classical geodetic methods
 OM0665.and adjusted by the National Geodetic Survey in November 1991..
 OM0665
 OM0665
 OM0665.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0665
 OM0665.The geoid height was determined by GEOID03.
 OM0665
 OM0665;                    North         East     Units Scale Factor Converg.
 OM0665;SPC WI S     -   213,906.491   744,266.797   MT  0.99997217   +1 14 03.1
 OM0665;SPC WI S     -   701,791.55  2,441,815.32   sFT  0.99997217   +1 14 03.1
 OM0665;UTM  16      - 4,862,746.373   403,344.363   MT  0.99971490   -0 50 05.8
 OM0665
 OM0665                          SUPERSEDED SURVEY CONTROL
 OM0665
 OM0665  NAD 83(1986)-  43 54 41.34879(N)    088 12 13.60773(W) AD(       ) 4
 OM0665  NAD 27      -  43 54 41.37500(N)    088 12 13.24700(W) AD(       ) 3
 OM0665
 OM0665.Superseded values are not recommended for survey control.
 OM0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0665.See file dsdata.txt to determine how the superseded data were derived.
 OM0665
 OM0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0334462746(NAD 83)
 OM0665_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0665+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2002
 OM0665
 OM0665  HISTORY     - Date     Condition        Report By
 OM0665  HISTORY     - 1953     MONUMENTED       CGS
 OM0665  HISTORY     - 19970215 GOOD             USPSQD
 OM0665  HISTORY     - 20021107 GOOD             USPSQD
 OM0665  HISTORY     - 20040307 GOOD             USPSQD
 OM0665
 OM0665                          STATION DESCRIPTION
 OM0665
 OM0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0665'THE STATION IS THE BASE OF THE CROSS AT THE APEX OF A GRAY
 OM0665'WOOD SHINGLE SPIRE ATOP A GRAY BRICK BUILDING.  THE CROSS
 OM0665'IS ABOUT 140 FEET ABOVE THE GROUND LEVEL.
 OM0665'
 OM0665'IT IS LOCATED ON THE WEST SIDE OF STATE HIGHWAY 149 ON THE
 OM0665'SOUTH SIDE OF THE VILLAGE OF MARYTOWN.
 OM0665
 OM0665                          STATION RECOVERY (1997)
 OM0665
 OM0665'RECOVERY NOTE BY US POWER SQUADRON 1997
 OM0665'RECOVERED IN GOOD CONDITION.
 OM0665
 OM0665                          STATION RECOVERY (2002)
 OM0665
 OM0665'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0665'RECOVERED IN GOOD CONDITION.
 OM0665
 OM0665                          STATION RECOVERY (2004)
 OM0665
 OM0665'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 OM0665'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0938 ***********************************************************************
 NH0938  DESIGNATION -  MASC
 NH0938  PID         -  NH0938
 NH0938  STATE/COUNTY-  WI/DANE
 NH0938  USGS QUAD   -  OREGON (1982)
 NH0938
 NH0938                         *CURRENT SURVEY CONTROL
 NH0938  ___________________________________________________________________
 NH0938* NAD 83(1997)-  42 58 29.84776(N)    089 29 06.03797(W)     ADJUSTED  
 NH0938* NAVD 88     -       335.9    (meters)    1102.     (feet)  VERTCON   
 NH0938  ___________________________________________________________________
 NH0938  X           -      42,011.208 (meters)                     COMP
 NH0938  Y           -  -4,673,882.250 (meters)                     COMP
 NH0938  Z           -   4,325,672.489 (meters)                     COMP
 NH0938  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 NH0938  ELLIP HEIGHT-         301.87  (meters)          (06/17/02) GPS OBS
 NH0938  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 NH0938
 NH0938  HORZ ORDER  -  SECOND
 NH0938  ELLP ORDER  -  FOURTH    CLASS I
 NH0938
 NH0938.The horizontal coordinates were established by GPS observations
 NH0938.and adjusted by the National Geodetic Survey in June 2002..
 NH0938
 NH0938.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH0938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH0938
 NH0938.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH0938
 NH0938.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0938
 NH0938.The ellipsoidal height was determined by GPS observations
 NH0938.and is referenced to NAD 83.
 NH0938
 NH0938.The geoid height was determined by GEOID03.
 NH0938
 NH0938;                    North         East     Units Scale Factor Converg.
 NH0938;SPC WI S     -   108,438.345   642,007.843   MT  0.99996006   +0 21 13.9
 NH0938;SPC WI S     -   355,768.14  2,106,320.73   sFT  0.99996006   +0 21 13.9
 NH0938;UTM  16      - 4,761,030.394   297,364.057   MT  1.00010517   -1 41 40.4
 NH0938
 NH0938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0938!SPC WI S     -   0.99995266  x   0.99996006  =   0.99991272
 NH0938!UTM  16      -   0.99995266  x   1.00010517  =   1.00005783
 NH0938
 NH0938                          SUPERSEDED SURVEY CONTROL
 NH0938
 NH0938  NAD 83(1991)-  42 58 29.84734(N)    089 29 06.03657(W) AD(       ) 2
 NH0938  ELLIP H (11/21/91)  301.98   (m)                       GP(       ) 4 1
 NH0938  NAD 83(1986)-  42 58 29.83962(N)    089 29 06.03809(W) AD(       ) 2
 NH0938  NAD 27      -  42 58 29.84529(N)    089 29 05.60437(W) AD(       ) 2
 NH0938  NGVD 29 (07/12/88)  336.0    (m)         1102.     (f) GPS OBS        
 NH0938
 NH0938.Superseded values are not recommended for survey control.
 NH0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0938.See file dsdata.txt to determine how the superseded data were derived.
 NH0938
 NH0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9736461030(NAD 83)
 NH0938_MARKER: DD = SURVEY DISK
 NH0938_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 NH0938_SP_SET: SURROUNDED BY MASS OF CONCRETE
 NH0938_STAMPING: MASC 1983
 NH0938_MARK LOGO: WI-025
 NH0938_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NH0938_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH0938+SATELLITE: SATELLITE OBSERVATIONS - September 15, 1988
 NH0938
 NH0938  HISTORY     - Date     Condition        Report By
 NH0938  HISTORY     - 1987     MONUMENTED       WI-025
 NH0938  HISTORY     - 1987     GOOD             WI-025
 NH0938  HISTORY     - 19880915 GOOD             NGS
 NH0938
 NH0938                          STATION DESCRIPTION
 NH0938
 NH0938'DESCRIBED BY DANE COUNTY WISCONSIN 1987 (REP)
 NH0938'THE STATION IS LOCATED ABOUT 12.7 KM (7.8 MI) NORTH-NORTHEAST OF
 NH0938'BELLEVILLE, 10.2 KM (6.3 MI) NORTHWEST OF OREGON, AND 4.1 KM (2.5
 NH0938'MI) EAST-SOUTHEAST OF VERONA.  OWNERSHIP--TOWN OF VERONA, HARLAND
 NH0938'F DAHLK, CHAIRMAN, 6985 HARMONY DRIVE, VERONA WI 53593,
 NH0938'PHONE 608-845-7047.
 NH0938'
 NH0938'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 18, 151 AND
 NH0938'COUNTY HIGHWAY M IN VERONA, GO SOUTH ON COUNTY HIGHWAY M FOR 6.2 KM
 NH0938'(3.8 MI) TO FITCHRONA ROAD ON THE LEFT.  TURN LEFT AND GO NORTH ON
 NH0938'FITCHRONA ROAD FOR 1.5 KM (0.9 MI) TO THE STATION ON THE LEFT.
 NH0938'
 NH0938'THE STATION IS A STANDARD WI-025 DISK STAMPED---MASC 1983---, SET IN
 NH0938'THE TOP OF AN IRREGULAR MASS OF CONCRETE FLUSH WITH THE GROUND.
 NH0938'LOCATED 26.3 METERS (86.3 FT) SOUTHWEST OF POWER POLE NUMBER 69-19
 NH0938'0/10, 8.8 METERS (29.0 FT) WEST OF CENTERLINE OF FITCHRONA ROAD,
 NH0938'1.2 METERS (3.8 FT) SOUTHEAST OF WITNESS POST, AND 0.6 METERS (2.0
 NH0938'FT) WEST OF AN OLD BARBED WIRE FENCE.
 NH0938'
 NH0938'DANE COUNTY, WISCONSIN 1987.
 NH0938'
 NH0938'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 NH0938'
 NH0938'DESCRIBED BY P.E. BLANCHARD.
 NH0938
 NH0938                          STATION RECOVERY (1987)
 NH0938
 NH0938'RECOVERY NOTE BY DANE COUNTY WISCONSIN 1987
 NH0938'RECOVERED IN GOOD CONDITION.
 NH0938
 NH0938                          STATION RECOVERY (1988)
 NH0938
 NH0938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NH0938'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0811 ***********************************************************************
 RM0811  DESIGNATION -  MASON
 RM0811  PID         -  RM0811
 RM0811  STATE/COUNTY-  WI/BAYFIELD
 RM0811  USGS QUAD   -  MASON (1971)
 RM0811
 RM0811                         *CURRENT SURVEY CONTROL
 RM0811  ___________________________________________________________________
 RM0811* NAD 83(1991)-  46 24 48.96772(N)    091 03 04.70425(W)     ADJUSTED  
 RM0811* NAVD 88     -       279.     (meters)     915.     (feet)  SCALED    
 RM0811  ___________________________________________________________________
 RM0811  LAPLACE CORR-         -10.98  (seconds)                    DEFLEC99
 RM0811  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 RM0811
 RM0811  HORZ ORDER  -  THIRD
 RM0811
 RM0811.The horizontal coordinates were established by classical geodetic methods
 RM0811.and adjusted by the National Geodetic Survey in November 1991..
 RM0811
 RM0811.The orthometric height was scaled from a topographic map.
 RM0811
 RM0811.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0811
 RM0811.The geoid height was determined by GEOID03.
 RM0811
 RM0811;                    North         East     Units Scale Factor Converg.
 RM0811;SPC WI N     -   139,126.438   519,177.269   MT  0.99995453   -0 45 30.2
 RM0811;SPC WI N     -   456,450.66  1,703,334.09   sFT  0.99995453   -0 45 30.2
 RM0811;UTM  15      - 5,141,848.276   649,762.202   MT  0.99987570   +1 24 42.4
 RM0811
 RM0811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0811!SPC WI N     -   0.99996101  x   0.99995453  =   0.99991555
 RM0811!UTM  15      -   0.99996101  x   0.99987570  =   0.99983672
 RM0811
 RM0811:                Primary Azimuth Mark                     Grid Az
 RM0811:SPC WI N     -  MASON AZ MK                              170 21 08.7
 RM0811:UTM  15      -  MASON AZ MK                              168 10 56.1
 RM0811
 RM0811|---------------------------------------------------------------------|
 RM0811| PID    Reference Object                     Distance      Geod. Az  |
 RM0811|                                                           dddmmss.s |
 RM0811| CJ3284 MASON AZ MK                                        1693538.5 |
 RM0811| CJ3285 MASON RM 1                           10.120 METERS 17806     |
 RM0811| CJ3286 MASON RM 2                            8.715 METERS 27140     |
 RM0811|---------------------------------------------------------------------|
 RM0811
 RM0811                          SUPERSEDED SURVEY CONTROL
 RM0811
 RM0811  NAD 83(1986)-  46 24 48.96250(N)    091 03 04.69975(W) AD(       ) 3
 RM0811  NAD 27      -  46 24 49.14800(N)    091 03 04.02000(W) AD(       ) 3
 RM0811
 RM0811.Superseded values are not recommended for survey control.
 RM0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0811.See file dsdata.txt to determine how the superseded data were derived.
 RM0811
 RM0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM4976241848(NAD 83)
 RM0811_MARKER: DS = TRIANGULATION STATION DISK
 RM0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0811
 RM0811  HISTORY     - Date     Condition        Report By
 RM0811  HISTORY     - 1952     MONUMENTED       CGS
 RM0811  HISTORY     - 20041208 MARK NOT FOUND   WIDT
 RM0811
 RM0811                          STATION DESCRIPTION
 RM0811
 RM0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 RM0811'THE STATION IS LOCATED ABOUT 7 MILES WEST OF SANBORN, 4 MILES
 RM0811'NORTHEAST OF GRANDVIEW 1.5 MILES SOUTH OF MASON, 0.1 MILE
 RM0811'NORTH OF THE COUNTRY STORE OF BIBON AND IN THE NORTHWEST ANGLE
 RM0811'OF THE INTERSECTION OF U.S. HIGHWAY 63 AND COUNTY HIGHWAY E.
 RM0811'
 RM0811'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 63
 RM0811'AND COUNTY HIGHWAY D IN GRANDVIEW, GO EAST AND NORTH ON U.S.
 RM0811'HIGHWAY 63 FOR 4.8 MILES TO THE INTERSECTION WITH COUNTY HIGHWAY
 RM0811'E AND THE STATION AS DESCRIBED.
 RM0811'
 RM0811'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RM0811'POST FLUSH WITH THE SURFACE.  IT IS ABOUT 175 FEET WEST OF
 RM0811'THE CENTERLINE OF U.S. HIGHWAY 63, 20 FEET NORTH OF THE
 RM0811'CENTERLINE OF A DRIVEWAY TO A SUB-POWER STATION, 12.6 FEET
 RM0811'SOUTH OF THE SOUTH ONE OF TWO POWER POLES FORMING AN H-STRUCTURE
 RM0811'AND 29 FEET EAST OF THE STEEL FENCE AROUND THE POWER STATION.
 RM0811'THE MARK IS STAMPED MASON 1952.
 RM0811'
 RM0811'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RM0811'POST PROJECTING 1 INCH.  IT IS 33.5 FEET EAST OF THE SOUTHEAST
 RM0811'CORNER OF THE STEEL FENCE AROUND THE POWER STATION AND 13 FEET
 RM0811'SOUTH OF THE CENTERLINE OF THE DRIVEWAY TO THE STATION.  THE
 RM0811'MARK IS STAMPED MASON NO 1 1952.
 RM0811'
 RM0811'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RM0811'POST FLUSH WITH THE SURFACE.  IT IS 18 FEET NORTH OF THE CENTER
 RM0811'OF A STEEL GATE, 2 FEET EAST OF THE STEEL FENCE AROUND THE
 RM0811'POWER STATION AND 18 2NCHES EAST OF A WITNES POST.  THE MARK
 RM0811'IS STAMPED MASON NO 2 1952.
 RM0811'
 RM0811'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RM0811'POST FLUSH WITH THE SURFACE.  IT IS 120 FEET EAST OF THE
 RM0811'CENTERLINE OF U.S. HIGHWAY 63, 60 FEET WEST OF A WHITE HOUSE,
 RM0811'25 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY AND 1.5 FEET
 RM0811'NORTH OF A POWER POLE.  THE MARK IS STAMPED MASON 1952.
 RM0811'
 RM0811'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U.S.
 RM0811'HIGHWAY FOR 0.3 MILE TO A DRIVEWAY LEFT, EAST, LEADING
 RM0811'TO A FARM HOUSE AND THE MARK AS DESCRIBED.
 RM0811'
 RM0811'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 RM0811
 RM0811                          STATION RECOVERY (2004)
 RM0811
 RM0811'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 RM0811'THE STATION WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0812 ***********************************************************************
 RM0812  DESIGNATION -  MASON
 RM0812  PID         -  RM0812
 RM0812  STATE/COUNTY-  WI/BAYFIELD
 RM0812  USGS QUAD   -  MASON (1971)
 RM0812
 RM0812                         *CURRENT SURVEY CONTROL
 RM0812  ___________________________________________________________________
 RM0812* NAD 83(1991)-  46 27 06.58430(N)    091 05 19.33274(W)     ADJUSTED  
 RM0812* NAVD 88     -       343.     (meters)    1125.     (feet)  SCALED    
 RM0812  ___________________________________________________________________
 RM0812  LAPLACE CORR-         -11.26  (seconds)                    DEFLEC99
 RM0812  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 RM0812
 RM0812  HORZ ORDER  -  SECOND
 RM0812
 RM0812.The horizontal coordinates were established by classical geodetic methods
 RM0812.and adjusted by the National Geodetic Survey in November 1991..
 RM0812
 RM0812.The orthometric height was scaled from a topographic map.
 RM0812
 RM0812.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0812
 RM0812.The geoid height was determined by GEOID03.
 RM0812
 RM0812;                    North         East     Units Scale Factor Converg.
 RM0812;SPC WI N     -   143,413.869   516,360.682   MT  0.99995762   -0 47 07.3
 RM0812;SPC WI N     -   470,517.00  1,694,093.34   sFT  0.99995762   -0 47 07.3
 RM0812;UTM  15      - 5,146,025.597   646,785.510   MT  0.99986485   +1 23 08.0
 RM0812
 RM0812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0812!SPC WI N     -   0.99995099  x   0.99995762  =   0.99990861
 RM0812!UTM  15      -   0.99995099  x   0.99986485  =   0.99981585
 RM0812
 RM0812|---------------------------------------------------------------------|
 RM0812| PID    Reference Object                     Distance      Geod. Az  |
 RM0812|                                                           dddmmss.s |
 RM0812| CJ3288 MASON RM 2                           18.796 METERS 02145     |
 RM0812| CJ3287 MASON RM 1                           19.884 METERS 12748     |
 RM0812| RM0832 DELTA                               APPROX.18.2 KM 2631156.2 |
 RM0812|---------------------------------------------------------------------|
 RM0812
 RM0812                          SUPERSEDED SURVEY CONTROL
 RM0812
 RM0812  NAD 83(1986)-  46 27 06.57827(N)    091 05 19.32895(W) AD(       ) 2
 RM0812  NAD 27      -  46 27 06.76400(N)    091 05 18.64600(W) AD(       ) 2
 RM0812
 RM0812.Superseded values are not recommended for survey control.
 RM0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0812.See file dsdata.txt to determine how the superseded data were derived.
 RM0812
 RM0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM4678646026(NAD 83)
 RM0812_MARKER: DS = TRIANGULATION STATION DISK
 RM0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0812
 RM0812  HISTORY     - Date     Condition        Report By
 RM0812  HISTORY     - 1953     MONUMENTED       CGS
 RM0812  HISTORY     - 20041209 MARK NOT FOUND   WIDT
 RM0812
 RM0812                          STATION DESCRIPTION
 RM0812
 RM0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 RM0812'THE STATION IS LOCATED ABOUT 12 MILES SOUTHWEST OF ASHLAND,
 RM0812'9 MILES EAST-SOUTHEAST OF DELTA, 1-1/2 MILES NORTHWEST OF
 RM0812'MASON, ON A WOODED RIDGE AND ON LAND OWNED BY MR. CHARLEY
 RM0812'JOHNSON.  IT IS 39 FEET WEST-SOUTHWEST OF A TWIN TRUNK WHITE
 RM0812'BIRCH TREE WITH TRIANGLE BLAZES AND 10 FEET EAST OF A WITNESS
 RM0812'POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 RM0812'STAMPED MASON 1953.
 RM0812'
 RM0812'REFERENCE MARK NO. 1 IS 48 FEET SOUTHEAST OF A TWIN TUNK
 RM0812'WHITE BIRCH TREE WITH TRIANGLE BLAZES.  THE MARK PROJECTS ABOUT
 RM0812'6 INCHES AND THE DISK IS STAMPED MASON NO 1 1953.
 RM0812'
 RM0812'REFERENCE MARK NO. 2 IS 54 FEET NORTHWEST OF A TWIN TRUNK WHITE
 RM0812'BIRCH TREE WITH TRIANGLE BLAZES.  THE MARK PROJECTS ABOUT 6
 RM0812'INCHES AND THE DISK IS STAMPED MASON NO 2 1953.
 RM0812'
 RM0812'NO AZIMUTH MARK WAS SET.
 RM0812'
 RM0812'TO REACH FROM THE RAILROAD DEPOT IN MASON, GO WEST ON COUNTY
 RM0812'ROUTE E FOR 0.3 MILE, TURN RIGHT (NORTH) ON COUNTY ROUTE E
 RM0812'FOR 1.05 MILE TO A SIDE ROAD LEFT, TURN LEFT (WEST) ON A
 RM0812'GRAVELED ROAD FOR 0.75 MILE TO A FENCE CORNER ON THE LEFT AND
 RM0812'A DIM WOODS ROAD ON THE RIGHT.  HERE TURN RIGHT ON THE DIM
 RM0812'ROAD FOR 0.1 MILE, TURN LEFT ON A BLAZED TRAIL FOR ABOUT 100
 RM0812'YARDS TO THE STATION AT THE TOP OF RIDGE.
 RM0812'
 RM0812'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 RM0812
 RM0812                          STATION RECOVERY (2004)
 RM0812
 RM0812'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 RM0812'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0192 ***********************************************************************
 QN0192  DESIGNATION -  MASSIVE
 QN0192  PID         -  QN0192
 QN0192  STATE/COUNTY-  WI/RUSK
 QN0192  USGS QUAD   -  LADYSMITH (1971)
 QN0192
 QN0192                         *CURRENT SURVEY CONTROL
 QN0192  ___________________________________________________________________
 QN0192* NAD 83(1991)-  45 28 33.64486(N)    091 06 44.05904(W)     ADJUSTED  
 QN0192* NAVD 88     -       351.681  (meters)    1153.81   (feet)  ADJUSTED  
 QN0192  ___________________________________________________________________
 QN0192  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 QN0192  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 QN0192  DYNAMIC HT  -         351.665 (meters)    1153.75  (feet)  COMP
 QN0192  MODELED GRAV-     980,558.5   (mgal)                       NAVD 88
 QN0192
 QN0192  HORZ ORDER  -  FIRST
 QN0192  VERT ORDER  -  FIRST     CLASS II
 QN0192
 QN0192.The horizontal coordinates were established by classical geodetic methods
 QN0192.and adjusted by the National Geodetic Survey in November 1991..
 QN0192
 QN0192.The orthometric height was determined by differential leveling
 QN0192.and adjusted by the National Geodetic Survey in June 1991..
 QN0192
 QN0192.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0192
 QN0192.The geoid height was determined by GEOID03.
 QN0192
 QN0192.The dynamic height is computed by dividing the NAVD 88
 QN0192.geopotential number by the normal gravity value computed on the
 QN0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0192.degrees latitude (g = 980.6199 gals.).
 QN0192
 QN0192.The modeled gravity was interpolated from observed gravity values.
 QN0192
 QN0192;                    North         East     Units Scale Factor Converg.
 QN0192;SPC WI C     -   183,135.085   513,035.786   MT  0.99999552   -0 47 05.2
 QN0192;SPC WI C     -   600,835.69  1,683,184.91   sFT  0.99999552   -0 47 05.2
 QN0192;UTM  15      - 5,037,564.835   647,546.965   MT  0.99986766   +1 20 46.1
 QN0192
 QN0192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0192!SPC WI C     -   0.99994962  x   0.99999552  =   0.99994514
 QN0192!UTM  15      -   0.99994962  x   0.99986766  =   0.99981729
 QN0192
 QN0192                          SUPERSEDED SURVEY CONTROL
 QN0192
 QN0192  NAD 83(1986)-  45 28 33.64051(N)    091 06 44.05750(W) AD(       ) 1
 QN0192  NAD 27      -  45 28 33.75100(N)    091 06 43.53300(W) AD(       ) 1
 QN0192  NGVD 29 (??/??/92)  351.679  (m)         1153.80   (f) ADJ UNCH    1 2
 QN0192
 QN0192.Superseded values are not recommended for survey control.
 QN0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0192.See file dsdata.txt to determine how the superseded data were derived.
 QN0192
 QN0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL4754737565(NAD 83)
 QN0192_MARKER: DS = TRIANGULATION STATION DISK
 QN0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0192_SP_SET: CONCRETE BLOCK
 QN0192_STAMPING: MASSIVE 1921
 QN0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0192+STABILITY: SURFACE MOTION
 QN0192
 QN0192  HISTORY     - Date     Condition        Report By
 QN0192  HISTORY     - 1921     MONUMENTED       CGS
 QN0192  HISTORY     - 1922     GOOD             CGS
 QN0192  HISTORY     - 1922     GOOD             NGS
 QN0192  HISTORY     - 1934     GOOD             CGS
 QN0192  HISTORY     - 1934     GOOD             NGS
 QN0192  HISTORY     - 1952     GOOD             CGS
 QN0192  HISTORY     - 1979     GOOD             NGS
 QN0192  HISTORY     - 20041026 MARK NOT FOUND   WIDT
 QN0192
 QN0192                          STATION DESCRIPTION
 QN0192
 QN0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0192'STATION IS ABOUT 7/8 MILE N OF THE MINNEAPOLIS, ST. PAUL AND
 QN0192'SAULT STE. MARIE RAILWAY, DEPOT AT LADYSMITH.  IT IS 75 METERS
 QN0192'N OF S SWITCH STAND FOR PASSING TRACK ALONG THE CHICAGO-DULUTH
 QN0192'DIVISION OF THE SAID RAILWAY.  IT IS 6 METERS S OF PRIVATE-ROAD
 QN0192'CROSSING, 2.29 METERS (7.515 FEET) E OF E RAIL.
 QN0192'
 QN0192'MARK IS SET IN LARGE CONCRETE BLOCK 3- BY 3- BY 4 FEET.
 QN0192'
 QN0192'NO REFERENCE MARK.
 QN0192
 QN0192                          STATION RECOVERY (1922)
 QN0192
 QN0192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922 (GDC)
 QN0192'STATION RECOVERED BY ORIGINAL DESCRIPTION.
 QN0192'
 QN0192'DESCRIPTION AS GIVEN IS SATISFACTORY.
 QN0192
 QN0192                          STATION RECOVERY (1922)
 QN0192
 QN0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 QN0192'1 MI N FROM LADYSMITH.
 QN0192'1.0 MILE NORTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QN0192'MARIE RAILROAD FROM LADYSMITH, RUSK COUNTY, 250 FEET SOUTH OF
 QN0192'THE NORTH SWITCHSTAND FOR THE PASSING TRACK, 275 FEET NORTH OF
 QN0192'MILEPOST 354, 20 FEET SOUTH OF A PRIVATE-ROAD CROSSING, AND
 QN0192'7.5 FEET EAST OF THE EAST RAIL.  A STANDARD TRIANGULATION-STATION
 QN0192'DISK, STAMPED MASSIVE 1921 AND SET IN THE TOP OF A BLOCK OF
 QN0192'CONCRETE ABOUT 3 BY 3 BY 4 FEET.
 QN0192
 QN0192                          STATION RECOVERY (1934)
 QN0192
 QN0192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WM)
 QN0192'STATION FOUND AS DESCRIBED.  MARK IN GOOD CONDITION.  DESCRIPTION
 QN0192'ADEQUATE.
 QN0192
 QN0192                          STATION RECOVERY (1934)
 QN0192
 QN0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QN0192'RECOVERED IN GOOD CONDITION.
 QN0192
 QN0192                          STATION RECOVERY (1952)
 QN0192
 QN0192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QN0192'STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 QN0192'IT IS 59.3 FEET S OF THE SECOND TELEPHONE LINE POLE N OF MILEPOST
 QN0192'354, WHICH IS AT THE SECTION TOOL HOUSE MENTIONED, AND 55.7
 QN0192'FEET WSW OF THE SW CORNER OF THE LARGE BUILDING NOW UNDER
 QN0192'CONSTRUCTION.  (R.E.A. OFFICE AND GARAGE BUILDING.)
 QN0192'
 QN0192'THIS IS A TRAVERSE STATION.
 QN0192
 QN0192                          STATION RECOVERY (1979)
 QN0192
 QN0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 QN0192'RECOVERED IN GOOD CONDITION.
 QN0192
 QN0192                          STATION RECOVERY (2004)
 QN0192
 QN0192'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0192'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0745 ***********************************************************************
 RM0745  DESIGNATION -  MATT
 RM0745  PID         -  RM0745
 RM0745  STATE/COUNTY-  WI/BAYFIELD
 RM0745  USGS QUAD   -  ASHLAND WEST (1975)
 RM0745
 RM0745                         *CURRENT SURVEY CONTROL
 RM0745  ___________________________________________________________________
 RM0745* NAD 83(1991)-  46 30 07.23339(N)    090 58 35.86043(W)     ADJUSTED  
 RM0745* NAVD 88     -       315.64   (+/-2cm)    1035.6    (feet)  VERTCON   
 RM0745  ___________________________________________________________________
 RM0745  LAPLACE CORR-          -8.30  (seconds)                    DEFLEC99
 RM0745  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 RM0745
 RM0745  HORZ ORDER  -  FIRST
 RM0745  VERT ORDER  -  THIRD ? (See Below)
 RM0745
 RM0745.The horizontal coordinates were established by classical geodetic methods
 RM0745.and adjusted by the National Geodetic Survey in March 1999..
 RM0745
 RM0745.The NAVD 88 height was computed by applying the VERTCON shift value to
 RM0745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RM0745.The vertical order pertains to the NGVD 29 superseded value.
 RM0745
 RM0745.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0745
 RM0745.The geoid height was determined by GEOID03.
 RM0745
 RM0745;                    North         East     Units Scale Factor Converg.
 RM0745;SPC WI N     -   148,879.351   525,038.984   MT  0.99996234   -0 42 16.2
 RM0745;SPC WI N     -   488,448.34  1,722,565.40   sFT  0.99996234   -0 42 16.2
 RM0745;UTM  15      - 5,151,815.554   655,249.794   MT  0.99989627   +1 28 05.0
 RM0745
 RM0745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0745!SPC WI N     -   0.99995538  x   0.99996234  =   0.99991773
 RM0745!UTM  15      -   0.99995538  x   0.99989627  =   0.99985166
 RM0745
 RM0745:                Primary Azimuth Mark                     Grid Az
 RM0745:SPC WI N     -  ASHLAND LAKE SUPERIOR PWR STK            032 01 33.3
 RM0745:UTM  15      -  ASHLAND LAKE SUPERIOR PWR STK            029 51 12.1
 RM0745
 RM0745|---------------------------------------------------------------------|
 RM0745| PID    Reference Object                     Distance      Geod. Az  |
 RM0745|                                                           dddmmss.s |
 RM0745| RM0747 ASHLAND LAKE SUPERIOR PWR STK       APPROX.11.1 KM 0311917.1 |
 RM0745| CJ3294 MATT RM 2                            38.383 METERS 05427     |
 RM0745| RM0702 MARENGO LOOKOUT TOWER               APPROX.19.8 KM 1384604.0 |
 RM0745| CJ3292 MATT AZ MK                                         2723218.2 |
 RM0745| CJ3293 MATT RM 1                            22.383 METERS 35205     |
 RM0745|---------------------------------------------------------------------|
 RM0745
 RM0745                          SUPERSEDED SURVEY CONTROL
 RM0745
 RM0745  NAD 83(1991)-  46 30 07.23317(N)    090 58 35.86045(W) AD(       ) 1
 RM0745  NAD 83(1986)-  46 30 07.22736(N)    090 58 35.85587(W) AD(       ) 1
 RM0745  NAD 27      -  46 30 07.41800(N)    090 58 35.16700(W) AD(       ) 1
 RM0745  NGVD 29 (07/19/86)  315.65   (m)         1035.6    (f) LEVELING    3  
 RM0745
 RM0745.Superseded values are not recommended for survey control.
 RM0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0745.See file dsdata.txt to determine how the superseded data were derived.
 RM0745
 RM0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM5525051816(NAD 83)
 RM0745_MARKER: DS = TRIANGULATION STATION DISK
 RM0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0745
 RM0745  HISTORY     - Date     Condition        Report By
 RM0745  HISTORY     - 1939     MONUMENTED       CGS
 RM0745  HISTORY     - 1953     GOOD             CGS
 RM0745  HISTORY     - 1966     GOOD             CGS
 RM0745
 RM0745                          STATION DESCRIPTION
 RM0745
 RM0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 RM0745'ABOUT 7 MILES SOUTHWEST OF ASHLAND, IN THE NORTHWEST CORNER
 RM0745'OF AN ORCHARD WHICH IS OWNED BY MATT PUSKARICH, AND IN THE
 RM0745'NORTHEAST QUARTER OF SEC. 3, T. 46 N., R. 5 W.  IT IS APPROXIMATELY
 RM0745'50 YARDS WEST-NORTHWEST OF THE PUSKARICH HOME.  57 FEET EAST
 RM0745'OF WEST FENCE, 37-1/2 FEET NORTH OF SOUTH FENCE AND 13 FEET
 RM0745'SOUTH OF NORTH FENCE OF ORCHARD, AND 45 FEET SOUTH OF THE
 RM0745'CENTER OF U.S. HIGHWAY 63.  SURFACE MARK PROJECTS 4 INCHES
 RM0745'ABOVE THE GROUND, AND IS STAMPED MATT 1939.
 RM0745'
 RM0745'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 63 AND U.S. HIGHWAY
 RM0745'2 IN THE SOUTHWEST SIDE OF ASHLAND, GO SOUTH ON U.S. HIGHWAY 63
 RM0745'FOR 5.0 MILES TO THE JUNCTION WITH STATE HIGHWAY 112, TURN
 RM0745'RIGHT AND FOLLOW U.S. HIGHWAY 63 WEST FOR 3.25 MILES, OR
 RM0745'FOR 2.3 MILES AFTER PASSING THE ASHLAND-BAYFIELD COUNTY LINE
 RM0745'SIGN, TO THE HOME OF MATT PUSKARICH ON THE LEFT AND THE STATION.
 RM0745'
 RM0745'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RM0745'BRONZE DISKS SET IN CONCRETE.
 RM0745'THE REFERENCE MARKS AND AZIMUTH MARK ARE
 RM0745'WITNESSED BY 4- BY 4-INCH WHITE WOODEN POSTS WHICH PROJECTS
 RM0745'2-1/2 FEET ABOVE THE GROUND.
 RM0745'
 RM0745'REFERENCE MARK NO. 1 IS NORTH-NORTHWEST OF THE STATION, 28
 RM0745'FEET NORTH OF THE CENTER OF U.S. HIGHWAY 63, 43 FEET EAST OF A
 RM0745'POWER LINE POLE, PROJECTS 3 INCHES ABOVE THE GROUND, AND IS
 RM0745'STAMPED MATT NO 1 1939.
 RM0745'
 RM0745'REFERENCE MARK NO. 2 IS NORTHEAST OF THE STATION, 28 FEET
 RM0745'NORTH OF THE CENTER OF U.S. HIGHWAY 63, PROJECTS 4 INCHES
 RM0745'ABOVE THE GROUND AND IS STAMPED MATT NO 2 1939.
 RM0745'
 RM0745'AZIMUTH MARK IS WEST OF THE STATION, 30 FEET NORTH OF THE
 RM0745'CENTER OF U.S. HIGHWAY 63, 92-1/2 FEET WEST OF A POWER LINE
 RM0745'POLE, PROJECTS 4 INCHES ABOVE THE GROUND AND IS STAMPED
 RM0745'MATT 1939.
 RM0745'
 RM0745'A 64-FOOT TOWER IS NEEDED TO SEE A 90-FOOT TOWER AT DELTA
 RM0745'AND A 90-FOOT TOWER AT HANSON.
 RM0745'
 RM0745'A 37-FOOT TOWER IS NEEDED TO SEE A 37-FOOT TOWER AT NASH-2
 RM0745'(NO. 91 U.S.E.D.) AND A 4-FOOT STAND AT PETER.
 RM0745'
 RM0745'A 64-FOOT TOWER AT CLUB AND A 77-FOOT TOWER AT LONG ARE VISIBLE
 RM0745'FROM THE GROUND.
 RM0745'
 RM0745'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 RM0745
 RM0745                          STATION RECOVERY (1953)
 RM0745
 RM0745'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 RM0745'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 RM0745'TO BE IN GOOD CONDITION.  A SLIGHT DIFFERENCE WAS FOUND IN
 RM0745'THE DIRECTION TO THE AZIMUTH MARK.  TWO SEPERATE OBSERVATIONS
 RM0745'WERE MADE AND THE RESULTS MEANED.  ALL OTHER DIRECTIONS AND
 RM0745'DISTANCES CHECKED THE ORIGINAL DESCRIPTION.  EXCEPT FOR A NEW
 RM0745'TO REACH THE ORIGINAL DESCRIPTION IS ADEQUATE.
 RM0745'
 RM0745'TO REACH FROM THE POST OFFICE IN ASHLAND GO SOUTH ON SEVENTH
 RM0745'AVENUE FOR 1 BLOCK.  TURN RIGHT AND GO WEST ON THIRD STREET
 RM0745'FROM 0.95 MILE.  TURN LEFT AND GO SOUTH ON PAVED ROAD FOR
 RM0745'0.2 MILE TO CROSSROADS AND JUNCTION OF STATE HIGHWAYS 112
 RM0745'AND 118.  CONTINUE SOUTH ON STATE HIGHWAY 118 FOR 5.2 MILES
 RM0745'TO WHERE STATE HIGHWAY ENDS JUST BEFORE REACHING HILLSIDE HAPPY
 RM0745'HOUR TAVERN.  TURN RIGHT AND GO WEST ON STATE HIGHWAY 112 FOR
 RM0745'3.4 MILES TO STATION ON LEFT IN ORCHARD AS DESCRIBED.
 RM0745'CONTINUE WEST FOR 0.25 MILE TO AZIMUTH MARK ON RIGHT OR NORTH
 RM0745'SIDE OF ROAD AS DESCRIBED.
 RM0745'
 RM0745'1953 OBSERVATIONS TAKEN FROM A 77 FOOT STEEL TOWER.
 RM0745
 RM0745                          STATION RECOVERY (1966)
 RM0745
 RM0745'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RHR)
 RM0745'THE STATION MARK, R.M. S 1 AND 2 AND AZIMUTH MARK WERE RECOVERED
 RM0745'AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 RM0745'
 RM0745'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX.
 RM0745'7 MILES SOUTHWEST OF ASHLAND, WISC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0959 ***********************************************************************
 NH0959  DESIGNATION -  MATTHIAS
 NH0959  PID         -  NH0959
 NH0959  STATE/COUNTY-  WI/MILWAUKEE
 NH0959  USGS QUAD   -  HALES CORNERS (1994)
 NH0959
 NH0959                         *CURRENT SURVEY CONTROL
 NH0959  ___________________________________________________________________
 NH0959* NAD 83(1991)-  42 59 14.31119(N)    088 01 45.90647(W)     ADJUSTED  
 NH0959* NAVD 88     -       248.     (meters)     814.     (feet)  SCALED    
 NH0959  ___________________________________________________________________
 NH0959  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 NH0959  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 NH0959
 NH0959  HORZ ORDER  -  SECOND
 NH0959
 NH0959.The horizontal coordinates were established by classical geodetic methods
 NH0959.and adjusted by the National Geodetic Survey in November 1991..
 NH0959
 NH0959.The orthometric height was scaled from a topographic map.
 NH0959
 NH0959.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0959
 NH0959.The geoid height was determined by GEOID03.
 NH0959
 NH0959;                    North         East     Units Scale Factor Converg.
 NH0959;SPC WI S     -   111,579.494   760,694.564   MT  0.99995849   +1 21 14.4
 NH0959;SPC WI S     -   366,073.72  2,495,712.08   sFT  0.99995849   +1 21 14.4
 NH0959;UTM  16      - 4,759,919.524   416,076.206   MT  0.99968664   -0 42 07.0
 NH0959
 NH0959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0959!SPC WI S     -   0.99996659  x   0.99995849  =   0.99992508
 NH0959!UTM  16      -   0.99996659  x   0.99968664  =   0.99965324
 NH0959
 NH0959:                Primary Azimuth Mark                     Grid Az
 NH0959:SPC WI S     -  WAUWATOSA MUNICIPAL TANK 5               010 30 52.1
 NH0959:UTM  16      -  WAUWATOSA MUNICIPAL TANK 5               012 34 13.5
 NH0959
 NH0959|---------------------------------------------------------------------|
 NH0959| PID    Reference Object                     Distance      Geod. Az  |
 NH0959|                                                           dddmmss.s |
 NH0959| OM0759 WAUWATOSA MUNICIPAL TANK 5          APPROX. 5.0 KM 0115206.5 |
 NH0959| OM0756 WEST ALLIS MUNICIPAL TANK           APPROX. 2.6 KM 0213524.8 |
 NH0959| OL0406 WEST ALLIS STEEL TANK CO STACK      APPROX. 4.2 KM 0403128.7 |
 NH0959| NG0694 MILWAUKEE JACKSON PARK MUN TK       APPROX. 5.3 KM 0805918.2 |
 NH0959| CI9270 MATTHIAS RM 2                        22.171 METERS 18243     |
 NH0959| CI9269 MATTHIAS RM 1                        26.859 METERS 35411     |
 NH0959|---------------------------------------------------------------------|
 NH0959
 NH0959                          SUPERSEDED SURVEY CONTROL
 NH0959
 NH0959  NAD 83(1986)-  42 59 14.30058(N)    088 01 45.91889(W) AD(       ) 2
 NH0959  NAD 27      -  42 59 14.24800(N)    088 01 45.60500(W) AD(       ) 2
 NH0959
 NH0959.Superseded values are not recommended for survey control.
 NH0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0959.See file dsdata.txt to determine how the superseded data were derived.
 NH0959
 NH0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1607659920(NAD 83)
 NH0959_MARKER: DS = TRIANGULATION STATION DISK
 NH0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0959
 NH0959  HISTORY     - Date     Condition        Report By
 NH0959  HISTORY     - 1953     MONUMENTED       CGS
 NH0959  HISTORY     - 1973     GOOD             ALSTER
 NH0959  HISTORY     - 1974     GOOD             LOCENG
 NH0959  HISTORY     - 1975     GOOD             ALSTER
 NH0959  HISTORY     - 19940808 MARK NOT FOUND   USPSQD
 NH0959  HISTORY     - 20050501 MARK NOT FOUND   GEOCAC
 NH0959
 NH0959                          STATION DESCRIPTION
 NH0959
 NH0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 NH0959'STATION IS LOCATED 6 MILES SOUTHWEST OF THE CENTER OF MILWAUKEE
 NH0959'IN THE TOWN OF WEST ALLIS AND ON PROPERTY OWNED BY THE ST.
 NH0959'MATTHIAS CATHOLIC CHURCH.  IT IS ON THE WEST SIDE OF THE CATHOLIC
 NH0959'SCHOOL PLAYGROUND AND AT THE EAST SIDE OF THE CATHOLIC CEMETERY.
 NH0959'IT IS 245 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 NH0959'SCHOOL BUILDING, 11 FEET EAST OF A GRAVE MONUMENT WITH THE
 NH0959'INSCRIPTION FLINGSHEIM ON THE SOUTH SIDE AND 7 FEET EAST OF
 NH0959'A STEEL FENCE.  THE MARK IS 6 INCHES BELOW THE SURFACE AND
 NH0959'THE DISK IS STAMPED MATTHIAS 1953.
 NH0959'
 NH0959'REFERENCE MARK NO. 1 IS 11 FEET EAST OF A GRAVE MONUMENT
 NH0959'WITH THE INSCRIPTION JOHN WEBER ON THE SOUTH SIDE AND 2 FEET
 NH0959'EAST OF THE FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 NH0959'MATTHIAS NO 1 1953.
 NH0959'
 NH0959'REFERENCE MARK NO. 2 IS 8 FEET SOUTHEAST OF A GRAVE MONUMENT
 NH0959'WITH THE INSCRIPTION JUNGBLUTH ON THE SOUTH SIDE, 3 FEET
 NH0959'NORTHEAST OF A 6 INCH ELM TREE AND 1 FOOT EAST OF THE FENCE.
 NH0959'THE MARK IS FLUSH AND THE DISK IS STAMPED MATTHIAS NO 2 1953.
 NH0959'
 NH0959'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NH0959
 NH0959                          STATION RECOVERY (1973)
 NH0959
 NH0959'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1973 (LC)
 NH0959'MATTHIAS 1953-GOOD PLUS OR MINUS 0.6 FT UNDER BLACKTOP LOT
 NH0959'
 NH0959'R.M. NO 1-NOT DUG UP - UNDER PLUS OR MINUS 0.6 FOOT OF BLACKTOP
 NH0959'
 NH0959'R.M. NO 2-NOT DUG UP - UNDER PLUS OR MINUS 0.6 FOOT OF BLACKTOP
 NH0959'
 NH0959'AZ POINT DEST, NEW CHURCH, ALL TANKS, TOWERS, STACKS NOT
 NH0959'VISIBLE FROM GROUND DUE TO BUILDINGS OR TREES.  BOTH REFERENCE
 NH0959'MON BURIED AND NOT DUG UP - POINT SHOULD BE MOVED IF POSSIBLE
 NH0959
 NH0959                          STATION RECOVERY (1974)
 NH0959
 NH0959'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 (RAZ)
 NH0959'MATTHIAS 1953 RECOVERED GOOD (FOUND 10 INCH BELOW ASP SURFACE) WE SET
 NH0959'60 PENNY NAIL AT SURFACE AND P.K TIES AT 5.00 FEET OFFSETS.
 NH0959'
 NH0959'RM NO. 1 AND RM NO. 2 ARE BURIED BELOW ASPHALT SURFACE AND WERE NOT
 NH0959'RECOVERED, RM 1 AND RM 2 SHOULD BE RECOVERED OR NEW RMS SET.  THE
 NH0959'DESCRIPTIONS AND TIES, TO COR SHOULD BE UP DATED.  GEO. AZ MARKS TO
 NH0959'WTMJ MIDDLE MAST AND WTMJ NORTH MAST ARE VISIBLE FROM STATION,
 NH0959'HOWEVER THE NORTH MAST WAS BLOWN DOWN IN A WIND STORM AND
 NH0959'RECONSTRUTED ON THE SAME BASE.
 NH0959'
 NH0959'DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES SOUTHWEST OF THE
 NH0959'CENTER OF MILWAUKEE.
 NH0959
 NH0959                          STATION RECOVERY (1975)
 NH0959
 NH0959'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1975 (LC)
 NH0959'MATTHIAS 1953-GOOD - 8IN - 10 IN UNDER BLACKTOP PLAYGROUND
 NH0959'
 NH0959'MATTHIAS NO 1 1953
 NH0959'
 NH0959'MATTHIAS NO 2 1953
 NH0959'
 NH0959'NOTE--R.M. 1 AND 2 NOT FOUND AT THIS TIME AS THEY ARE EITHER
 NH0959'DESTROYED OR BURIED DUE TO A 3 FT WIDE CONCRETE FENCE
 NH0959'FOUNDATION-THE DISTANCE FROM THE FENCE TO THE EAST EDGE OF
 NH0959'CONCRETE IS 1.5 FT., SO NO. 2 SHOULD BE UNDER THE CONCRETE
 NH0959'AND NO. 1 AT THE EDGE OF IT.
 NH0959
 NH0959                          STATION RECOVERY (1994)
 NH0959
 NH0959'RECOVERY NOTE BY US POWER SQUADRON 1994
 NH0959'MARK NOT FOUND.
 NH0959
 NH0959                          STATION RECOVERY (2005)
 NH0959
 NH0959'RECOVERY NOTE BY GEOCACHING 2005 (CZ)
 NH0959'INITIAL DESCRIPTION REMAINS VALID. AREA OBSERVED STILL AS DESCRIBED BY
 NH0959'LATER RECOVERY NOTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5160 ***********************************************************************
 DH5160  DESIGNATION -  MAUREEN ANN BRENNAN
 DH5160  PID         -  DH5160
 DH5160  STATE/COUNTY-  WI/VERNON
 DH5160  USGS QUAD   -  LA FARGE (1983)
 DH5160
 DH5160                         *CURRENT SURVEY CONTROL
 DH5160  ___________________________________________________________________
 DH5160* NAD 83(1997)-  43 33 17.52898(N)    090 42 45.03868(W)     ADJUSTED  
 DH5160* NAVD 88     -                                                        
 DH5160  ___________________________________________________________________
 DH5160  X           -     -57,574.774 (meters)                     COMP
 DH5160  Y           -  -4,629,574.411 (meters)                     COMP
 DH5160  Z           -   4,372,608.483 (meters)                     COMP
 DH5160  LAPLACE CORR-          -6.61  (seconds)                    DEFLEC99
 DH5160  ELLIP HEIGHT-         329.08  (meters)          (08/01/05) GPS OBS
 DH5160  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 DH5160
 DH5160  HORZ ORDER  -  FIRST
 DH5160  ELLP ORDER  -  SECOND    CLASS I
 DH5160
 DH5160.The horizontal coordinates were established by GPS observations
 DH5160.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5160
 DH5160
 DH5160.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5160
 DH5160.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5160
 DH5160.The ellipsoidal height was determined by GPS observations
 DH5160.and is referenced to NAD 83.
 DH5160
 DH5160.The geoid height was determined by GEOID03.
 DH5160
 DH5160;                    North         East     Units Scale Factor Converg.
 DH5160;SPC WI S     -   172,977.633   542,431.085   MT  0.99993613   -0 29 22.4
 DH5160;SPC WI S     -   567,510.78  1,779,625.98   sFT  0.99993613   -0 29 22.4
 DH5160;UTM  15      - 4,824,977.195   684,765.534   MT  1.00001993   +1 34 35.9
 DH5160
 DH5160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5160!SPC WI S     -   0.99994840  x   0.99993613  =   0.99988453
 DH5160!UTM  15      -   0.99994840  x   1.00001993  =   0.99996833
 DH5160
 DH5160                          SUPERSEDED SURVEY CONTROL
 DH5160
 DH5160.No superseded survey control is available for this station.
 DH5160
 DH5160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ8476624977(NAD 83)
 DH5160_MARKER: DD = SURVEY DISK
 DH5160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5160_STAMPING: MAUREEN ANN BRENNAN 1974-1996
 DH5160_MARK LOGO: WIDT  
 DH5160_PROJECTION: FLUSH
 DH5160_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5160+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5160
 DH5160  HISTORY     - Date     Condition        Report By
 DH5160  HISTORY     - 2003     MONUMENTED       WIDT
 DH5160
 DH5160                          STATION DESCRIPTION
 DH5160
 DH5160'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5160'OWNERSHIP--VERNON COUNTY.  TO REACH THE STATION FROM THE  JUNCTION OF
 DH5160'STATE HIGHWAY 82 WITH COUNTY HIGHWAY SS ABOUT 4 MI WEST OF THE VILLAGE
 DH5160'OF  LA FARGE, GO SOUTHERLY ON COUNTY HIGHWAY SS FOR 2.7 MI TO DUCK
 DH5160'CREEK ROAD ON THE LEFT,  CONTINUE WEST THEN SOUTH ON COUNTY HIGHWAY SS
 DH5160'FOR 1.0 MI TO THE STATION ON THE LEFT.   THE STATION IS A  BRONZE
 DH5160'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC  SURVEY CONTROL
 DH5160'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST  ABOUT 1
 DH5160'M ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 7.3 M EAST OF THE
 DH5160'CENTERLINE OF  COUNTY HIGHWAY SS, 58 M NORTH OF THE EXTENDED
 DH5160'CENTERLINE OF S ELK RUN ROAD, 34.1 M  NORTH OF  A TELEPHONE PEDESTAL,
 DH5160'1.1 M WEST OF A BARBED WIRE FENCE, 1.0 M NORTH OF AN  ORANGE 4X4
 DH5160'PLASTIC WITNESS POST AND 1.0 M SOUTH OF AN  ORANGE 4X4  PLASTIC
 DH5160'WITNESS POST.   ---NOTE---THIS  STATION HAS NO VISIBLE  OBSTRUCTIONS
 DH5160'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5444 ***********************************************************************
 DH5444  DESIGNATION -  MAUSTON GPS
 DH5444  PID         -  DH5444
 DH5444  STATE/COUNTY-  WI/JUNEAU
 DH5444  USGS QUAD   -  MAUSTON (1983)
 DH5444
 DH5444                         *CURRENT SURVEY CONTROL
 DH5444  ___________________________________________________________________
 DH5444* NAD 83(1997)-  43 47 45.44236(N)    090 01 07.02123(W)     ADJUSTED  
 DH5444* NAVD 88     -                                                        
 DH5444  ___________________________________________________________________
 DH5444  X           -      -1,498.360 (meters)                     COMP
 DH5444  Y           -  -4,611,359.991 (meters)                     COMP
 DH5444  Z           -   4,391,912.542 (meters)                     COMP
 DH5444  LAPLACE CORR-          -4.66  (seconds)                    DEFLEC99
 DH5444  ELLIP HEIGHT-         227.35  (meters)          (08/01/05) GPS OBS
 DH5444  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 DH5444
 DH5444  HORZ ORDER  -  FIRST
 DH5444  ELLP ORDER  -  SECOND    CLASS I
 DH5444
 DH5444.The horizontal coordinates were established by GPS observations
 DH5444.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5444
 DH5444
 DH5444.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5444
 DH5444.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5444
 DH5444.The ellipsoidal height was determined by GPS observations
 DH5444.and is referenced to NAD 83.
 DH5444
 DH5444.The geoid height was determined by GEOID03.
 DH5444
 DH5444;                    North         East     Units Scale Factor Converg.
 DH5444;SPC WI S     -   199,516.562   598,501.758   MT  0.99995624   -0 00 46.1
 DH5444;SPC WI S     -   654,580.59  1,963,584.52   sFT  0.99995624   -0 00 46.1
 DH5444;UTM  15      - 4,853,531.451   739,852.083   MT  1.00030765   +2 03 51.7
 DH5444;UTM  16      - 4,853,640.105   257,152.324   MT  1.00032544   -2 05 24.6
 DH5444
 DH5444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5444!SPC WI S     -   0.99996435  x   0.99995624  =   0.99992059
 DH5444!UTM  15      -   0.99996435  x   1.00030765  =   1.00027199
 DH5444!UTM  16      -   0.99996435  x   1.00032544  =   1.00028978
 DH5444
 DH5444                          SUPERSEDED SURVEY CONTROL
 DH5444
 DH5444.No superseded survey control is available for this station.
 DH5444
 DH5444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ3985253531(NAD 83)
 DH5444_MARKER: DD = SURVEY DISK
 DH5444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5444_STAMPING: MAUSTON GPS 2004
 DH5444_MARK LOGO: WIDT  
 DH5444_PROJECTION: FLUSH
 DH5444_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5444+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH5444
 DH5444  HISTORY     - Date     Condition        Report By
 DH5444  HISTORY     - 2003     MONUMENTED       WIDT
 DH5444  HISTORY     - 20051228 GOOD             WIDT
 DH5444
 DH5444                          STATION DESCRIPTION
 DH5444
 DH5444'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5444'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH5444'STATION FROM THE  JUNCTION OF INTERSTATE 90 AND INTERSTATE 94 WITH
 DH5444'STATE HIGHWAY 82 IN THE CITY OF  MAUSTON, GO EAST ON STATE HIGHWAY 82
 DH5444'FOR 1.8 MI TO 19TH AVENUE ON THE RIGHT, CONTINUE  EAST ON STATE
 DH5444'HIGHWAY 82 FOR 0.05 MI TO THE STATION ON THE RIGHT.  THE STATION IS A
 DH5444'BRONZE  WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC  SURVEY
 DH5444'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DH5444'ABOUT 1 M  BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 18.1 M SOUTH OF
 DH5444'THE CENTERLINE OF  STATE HIGHWAY 82, 19.5 M EAST OF A RED METAL POST,
 DH5444'2 M NORTH OF A CULTIVATED FIELD, 0.9 M  NORTH OF AN ORANGE 4X4
 DH5444'PLASTIC WITNESS POST, 1.0 M SOUTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS
 DH5444'POST AND 1.0 M  SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DH5444'---NOTE---THIS STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER
 DH5444'THAN 15 DEGREES ABOVE THE HORIZON.
 DH5444
 DH5444                          STATION RECOVERY (2005)
 DH5444
 DH5444'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5444'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0014 ***********************************************************************
 PN0014  DESIGNATION -  MAX
 PN0014  PID         -  PN0014
 PN0014  STATE/COUNTY-  WI/OCONTO
 PN0014  USGS QUAD   -  KRAKOW (1974)
 PN0014
 PN0014                         *CURRENT SURVEY CONTROL
 PN0014  ___________________________________________________________________
 PN0014* NAD 83(1991)-  44 51 15.86242(N)    088 16 26.57844(W)     ADJUSTED  
 PN0014* NAVD 88     -       250.739  (meters)     822.63   (feet)  ADJUSTED  
 PN0014  ___________________________________________________________________
 PN0014  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 PN0014  GEOID HEIGHT-         -36.16  (meters)                     GEOID03
 PN0014  DYNAMIC HT  -         250.710 (meters)     822.54  (feet)  COMP
 PN0014  MODELED GRAV-     980,496.7   (mgal)                       NAVD 88
 PN0014
 PN0014  HORZ ORDER  -  FIRST
 PN0014  VERT ORDER  -  FIRST     CLASS II
 PN0014
 PN0014.The horizontal coordinates were established by classical geodetic methods
 PN0014.and adjusted by the National Geodetic Survey in November 1991..
 PN0014
 PN0014.The orthometric height was determined by differential leveling
 PN0014.and adjusted by the National Geodetic Survey in June 1991..
 PN0014
 PN0014.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0014
 PN0014.The geoid height was determined by GEOID03.
 PN0014
 PN0014.The dynamic height is computed by dividing the NAVD 88
 PN0014.geopotential number by the normal gravity value computed on the
 PN0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0014.degrees latitude (g = 980.6199 gals.).
 PN0014
 PN0014.The modeled gravity was interpolated from observed gravity values.
 PN0014
 PN0014;                    North         East     Units Scale Factor Converg.
 PN0014;SPC WI C     -   114,909.907   736,411.580   MT  0.99994078   +1 13 04.0
 PN0014;SPC WI C     -   377,000.25  2,416,043.66   sFT  0.99994078   +1 13 04.0
 PN0014;UTM  16      - 4,967,566.467   399,331.371   MT  0.99972462   -0 53 55.2
 PN0014
 PN0014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0014!SPC WI C     -   0.99996636  x   0.99994078  =   0.99990714
 PN0014!UTM  16      -   0.99996636  x   0.99972462  =   0.99969099
 PN0014
 PN0014|---------------------------------------------------------------------|
 PN0014| PID    Reference Object                     Distance      Geod. Az  |
 PN0014|                                                           dddmmss.s |
 PN0014| CJ5715 MAX RM                               38.870 METERS 16627     |
 PN0014| PN0015 PENN                                APPROX. 1.8 KM 1770011.9 |
 PN0014|---------------------------------------------------------------------|
 PN0014
 PN0014                          SUPERSEDED SURVEY CONTROL
 PN0014
 PN0014  NAD 83(1986)-  44 51 15.89851(N)    088 16 26.55078(W) AD(       ) 1
 PN0014  NAD 27      -  44 51 15.91300(N)    088 16 26.24100(W) AD(       ) 1
 PN0014  NGVD 29 (??/??/92)  250.746  (m)          822.66   (f) ADJ UNCH    1 2
 PN0014
 PN0014.Superseded values are not recommended for survey control.
 PN0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0014.See file dsdata.txt to determine how the superseded data were derived.
 PN0014
 PN0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ9933167566(NAD 83)
 PN0014_MARKER: DS = TRIANGULATION STATION DISK
 PN0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0014_STAMPING: ELEV 822.656 FT MAX 1921
 PN0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0014+STABILITY: SURFACE MOTION
 PN0014
 PN0014  HISTORY     - Date     Condition        Report By
 PN0014  HISTORY     - 1921     MONUMENTED       CGS
 PN0014  HISTORY     - 1921     GOOD             CGS
 PN0014  HISTORY     - 1934     GOOD             NGS
 PN0014  HISTORY     - 1985     MARK NOT FOUND   NGS
 PN0014  HISTORY     - 20051129 MARK NOT FOUND   WIDT
 PN0014
 PN0014                          STATION DESCRIPTION
 PN0014
 PN0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 PN0014'STATION IS ABOUT 2-3/4 MILES E OF GILLETT, 1 MILE S OF THE OCONTO
 PN0014'RIVER, 150 METERS N OF AN E AND W ROAD CROSSING, 140 METERS
 PN0014'N OF CULVERT NO. 1554-1/2 ON E SIDE OF THE CHICAGO AND
 PN0014'NORTHWESTERN RAILROAD AND 7.03 METERS (23.07 FEET) E OF THE E
 PN0014'RAIL.  REFERENCE MARK IS ON SAME SIDE OF TRACK, 0.40 METER
 PN0014'W OF THE PROPERTY FENCE LINE.
 PN0014'
 PN0014'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 PN0014'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND
 PN0014'11A.
 PN0014
 PN0014                          STATION RECOVERY (1921)
 PN0014
 PN0014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921
 PN0014'3.2 MI S FROM GILLETT.
 PN0014'3-1/4 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PN0014'FROM GILLETT, OCONTO COUNTY, 1 MILES SOUTH OF THE OCONTO RIVER
 PN0014'BRIDGE, 164 YARDS NORTH OF THE COUNTY-LINE ROAD CROSSING,
 PN0014'153 YARDS NORTH OF CULVERT 1559-1/2, AND 23.1 FEET EAST OF THE
 PN0014'EAST RAIL.  A STANDARD TRIANGULATION-STATION DISK, STAMPED ELEV.
 PN0014'82.656 FT. MAX 1921 AND SET IN THE TOP OF A CONCRETE POST.
 PN0014
 PN0014                          STATION RECOVERY (1934)
 PN0014
 PN0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PN0014'RECOVERED IN GOOD CONDITION.
 PN0014
 PN0014                          STATION RECOVERY (1985)
 PN0014
 PN0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0014'MARK NOT FOUND.
 PN0014
 PN0014                          STATION RECOVERY (2005)
 PN0014
 PN0014'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0014'MARK NOT FOUND.  ADD THE PUBLISHED DISTANCES FROM THE COUNTY LINE ROAD
 PN0014'AND FROM THE APPROXIMATE EAST RAIL INTERSECT AT A POINT, BUT NO
 PN0014'EVIDENCE OF THE STATION WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1282 ***********************************************************************
 PN1282  DESIGNATION -  MAXIE
 PN1282  PID         -  PN1282
 PN1282  STATE/COUNTY-  WI/WOOD
 PN1282  USGS QUAD   -  WISCONSIN RAPIDS SOUTH (1984)
 PN1282
 PN1282                         *CURRENT SURVEY CONTROL
 PN1282  ___________________________________________________________________
 PN1282* NAD 83(1991)-  44 18 15.66676(N)    089 48 35.74419(W)     ADJUSTED  
 PN1282* NAVD 88     -       305.8    (meters)    1003.     (feet)  VERTCON   
 PN1282  ___________________________________________________________________
 PN1282  LAPLACE CORR-          -5.86  (seconds)                    DEFLEC99
 PN1282  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 PN1282
 PN1282  HORZ ORDER  -  SECOND
 PN1282
 PN1282.The horizontal coordinates were established by classical geodetic methods
 PN1282.and adjusted by the National Geodetic Survey in November 1991..
 PN1282
 PN1282.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1282
 PN1282.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1282
 PN1282.The geoid height was determined by GEOID03.
 PN1282
 PN1282;                    North         East     Units Scale Factor Converg.
 PN1282;SPC WI C     -    52,356.505   615,166.567   MT  0.99999017   +0 08 02.8
 PN1282;SPC WI C     -   171,772.97  2,018,258.98   sFT  0.99999017   +0 08 02.8
 PN1282;SPC WI S     -   256,023.161   615,167.581   MT  1.00005697   +0 07 50.2
 PN1282;SPC WI S     -   839,969.32  2,018,262.31   sFT  1.00005697   +0 07 50.2
 PN1282;UTM  16      - 4,909,517.777   275,868.948   MT  1.00021784   -1 57 48.5
 PN1282
 PN1282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1282!SPC WI C     -   0.99995758  x   0.99999017  =   0.99994775
 PN1282!SPC WI S     -   0.99995758  x   1.00005697  =   1.00001455
 PN1282!UTM  16      -   0.99995758  x   1.00021784  =   1.00017541
 PN1282
 PN1282|---------------------------------------------------------------------|
 PN1282| PID    Reference Object                     Distance      Geod. Az  |
 PN1282|                                                           dddmmss.s |
 PN1282| CS5263 MAXIE RM 1                           15.922 METERS 04605     |
 PN1282| CS5264 MAXIE RM 2                           13.311 METERS 18034     |
 PN1282|---------------------------------------------------------------------|
 PN1282
 PN1282                          SUPERSEDED SURVEY CONTROL
 PN1282
 PN1282  NAD 83(1986)-  44 18 15.66411(N)    089 48 35.75175(W) AD(       ) 2
 PN1282  NGVD 29 (02/11/91)  305.8    (m)         1003.     (f) VERT ANG       
 PN1282
 PN1282.Superseded values are not recommended for survey control.
 PN1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1282.See file dsdata.txt to determine how the superseded data were derived.
 PN1282
 PN1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7586909518(NAD 83)
 PN1282_MARKER: DE = TRAVERSE STATION DISK
 PN1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN1282_STAMPING: MAXIE
 PN1282_MARK LOGO: WIDT  
 PN1282_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1282+STABILITY: SURFACE MOTION
 PN1282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN1282+SATELLITE: SATELLITE OBSERVATIONS - 2005
 PN1282
 PN1282  HISTORY     - Date     Condition        Report By
 PN1282  HISTORY     - 1982     MONUMENTED       WIDT
 PN1282  HISTORY     - 20040330 GOOD             USPSQD
 PN1282  HISTORY     - 2005     GOOD             WIDT
 PN1282
 PN1282                          STATION DESCRIPTION
 PN1282
 PN1282'DESCRIBED BY WI DEPT OF TRANSP 1982 (LTK)
 PN1282'THE STATION IS LOCATED ALONG STH 13 ABOUT 4.3 MILES SOUTH OF WISCONSIN
 PN1282'RAPIDS AND 4.3 MILES EAST OF NEKOOSA ABOUT 200 FEET SOUTH OF THE
 PN1282'JUNCTION OF STH 13 AND STH 73 TO THE SOUTHEAST.  THE STATION IS EAST
 PN1282'OF STH 13 ON HIGHWAY RIGHT OF WAY.
 PN1282'
 PN1282'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---MAXIE 1982---.
 PN1282'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL
 PN1282'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 194
 PN1282'FEET SOUTH OF THE CENTER OF STH 73 TO THE SOUTHEAST, 76 FEET SOUTH OF
 PN1282'A TELEPHONE POLE, 52 FEET EAST OF THE CENTER OF STH 13, 7 FEET NORTH
 PN1282'OF A METAL RIGHT OF WAY POST, AND 2.7 FEET EAST OF A METAL WITNESS
 PN1282'POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 PN1282'4.5 FEET BELOW GROUND.
 PN1282'
 PN1282'REFERENCE MARK 1 IS A STANDARD WIDT DISK STAMPED---MAXIE RM 1 1982---
 PN1282'SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT
 PN1282'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 91 FEET EAST OF THE
 PN1282'CENTER OF STH 13, 155.2 FEET SOUTH OF THE CENTER OF STH 73 SOUTHEAST,
 PN1282'56 FEET SOUTHEAST OF A TELEPHONE POLE, 54 FEET NORTHEAST OF A METAL
 PN1282'WITNESS POST, AND LEVEL WITH THE STATION.
 PN1282'
 PN1282'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---MAXIE RM 2 1982---
 PN1282'SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT
 PN1282'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 119 FEET SOUTH OF A
 PN1282'TELEPHONE POLE, 51 FEET EAST OF THE CENTER OF STH 13, 44 FEET SOUTH
 PN1282'OF A METAL WITNESS POST, 37 FEET SOUTH OF A METAL RIGHT OF WAY POST,
 PN1282'AND LEVEL WITH THE STATION.
 PN1282'
 PN1282'NO AZIMUTH MARK WAS SET.  HEIGHT OF LIGHT ABOVE MARK WAS 1.70 METERS.
 PN1282
 PN1282                          STATION RECOVERY (2004)
 PN1282
 PN1282'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN1282'THE STATION WAS RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS
 PN1282'ABOUT 42 FEET NORTHWEST OF A LONE OAK TREE, 8.5 FEET EAST OF THE
 PN1282'EASTERN CURB OF HIGHWAY 13, AND 1 FOOT WEST OF A WHITE METAL WITNESS
 PN1282'POST.  REFERENCE MARKS 1 AND 2 WERE NOT FOUND.
 PN1282
 PN1282                          STATION RECOVERY (2005)
 PN1282
 PN1282'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 PN1282'DESCRIBED BY WI DEPT OF TRANSP 1982 (LTK) THE STATION IS LOCATED ALONG
 PN1282'STH 13 ABOUT 4.3 MI (6.92 KM) SOUTH OF WISCONSIN RAPIDS AND 4.3 MI
 PN1282'(6.92 KM) EAST OF NEKOOSA ABOUT 200 FT (61.0 M) SOUTH OF THE JUNCTION
 PN1282'OF STH 13 AND STH 73 TO THE SOUTHEAST.  THE STATION IS EAST OF STH 13
 PN1282'ON HIGHWAY RIGHT OF WAY.
 PN1282' 
 PN1282'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---MAXIE 1982---. THE
 PN1282'SURFACE DISK IS SET IN THE TOP OF A 12 INCH (30 CM) DIAMETER
 PN1282'CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.
 PN1282'IT IS 194 FT (59.1 M) SOUTH OF THE CENTER OF STH 73 TO THE SOUTHEAST,
 PN1282'76 FT (23.2 M) SOUTH OF A TELEPHONE POLE, 52 FT (15.8 M) EAST OF THE
 PN1282'CENTER OF STH 13, 7 FT (6.1 M) NORTH OF A METAL RIGHT OF WAY POST, AND
 PN1282'2.7 FT (0.8 M) EAST OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS
 PN1282'SET IN AN IRREGULAR MASS OF CONCRETE 4.5 FT (1.4 M) BELOW GROUND.
 PN1282' 
 PN1282'REFERENCE MARK 1 IS A STANDARD WIDT DISK STAMPED---MAXIE RM 1 1982---
 PN1282'SET IN THE TOP OF A 12 INCH (30 CM) DIAMETER CYLINDRICAL CONCRETE
 PN1282'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 91 FT (27.7 M)
 PN1282'EAST OF THE CENTER OF STH 13, 155.2 FT (51.3 M) SOUTH OF THE CENTER OF
 PN1282'STH 73 SOUTHEAST, 56 FT (17.1 M) SOUTHEAST OF A TELEPHONE POLE, 54 FT
 PN1282'(16.5 M) NORTHEAST OF A METAL WITNESS POST, AND LEVEL WITH THE
 PN1282'STATION.
 PN1282' 
 PN1282'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---MAXIE RM 2 1982---
 PN1282'SET IN THE TOP OF A 12 INCH (30 CM) DIAMETER CYLINDRICAL CONCRETE
 PN1282'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 119 FT (36.3
 PN1282'M) SOUTH OF A TELEPHONE POLE, 51 FT (15.5 M) EAST OF THE CENTER OF STH
 PN1282'13, 44 FT (17.4 M) SOUTH OF A METAL WITNESS POST, 37 FT (11.3 M) SOUTH
 PN1282'OF A METAL RIGHT OF WAY POST, AND LEVEL WITH THE STATION.
 PN1282' 
 PN1282'NO AZIMUTH MARK WAS SET.  HEIGHT OF LIGHT ABOVE MARK WAS 1.70 METERS.
 PN1282' 
 PN1282'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB) THE STATION WAS
 PN1282'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 42 FT (12.8
 PN1282'M) NORTHWEST OF A LONE OAK TREE, 8.5 FT (2.6 M) EAST OF THE EASTERN
 PN1282'CURB OF HIGHWAY 13, AND 1 FT (0.3 M) WEST OF A WHITE METAL WITNESS
 PN1282'POST.  REFERENCE MARKS 1 AND 2 WERE NOT FOUND.
 PN1282' 
 PN1282'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0758 ***********************************************************************
 PO0758  DESIGNATION -  MAXVILLE
 PO0758  PID         -  PO0758
 PO0758  STATE/COUNTY-  WI/BUFFALO
 PO0758  USGS QUAD   -  DURAND SOUTH (1980)
 PO0758
 PO0758                         *CURRENT SURVEY CONTROL
 PO0758  ___________________________________________________________________
 PO0758* NAD 83(1991)-  44 32 25.78572(N)    091 57 42.32425(W)     ADJUSTED  
 PO0758* NAVD 88     -       393.     (meters)    1289.     (feet)  SCALED    
 PO0758  ___________________________________________________________________
 PO0758  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 PO0758  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 PO0758
 PO0758  HORZ ORDER  -  SECOND
 PO0758
 PO0758.The horizontal coordinates were established by classical geodetic methods
 PO0758.and adjusted by the National Geodetic Survey in March 1999..
 PO0758
 PO0758.The orthometric height was scaled from a topographic map.
 PO0758
 PO0758.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0758
 PO0758.The geoid height was determined by GEOID03.
 PO0758
 PO0758;                    North         East     Units Scale Factor Converg.
 PO0758;SPC WI C     -    80,461.576   444,112.127   MT  0.99995777   -1 23 03.0
 PO0758;SPC WI C     -   263,981.02  1,457,057.87   sFT  0.99995777   -1 23 03.0
 PO0758;UTM  15      - 4,932,431.597   582,480.931   MT  0.99968366   +0 43 41.8
 PO0758
 PO0758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0758!SPC WI C     -   0.99994315  x   0.99995777  =   0.99990092
 PO0758!UTM  15      -   0.99994315  x   0.99968366  =   0.99962682
 PO0758
 PO0758                          SUPERSEDED SURVEY CONTROL
 PO0758
 PO0758  NAD 83(1991)-  44 32 25.77866(N)    091 57 42.32378(W) AD(       ) 2
 PO0758  NAD 83(1986)-  44 32 25.77748(N)    091 57 42.32690(W) AD(       ) 2
 PO0758  NAD 27      -  44 32 25.89100(N)    091 57 41.72600(W) AD(       ) 2
 PO0758
 PO0758.Superseded values are not recommended for survey control.
 PO0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0758.See file dsdata.txt to determine how the superseded data were derived.
 PO0758
 PO0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK8248132432(NAD 83)
 PO0758_MARKER: Z = SEE DESCRIPTION
 PO0758_SETTING: 0 = UNSPECIFIED SETTING
 PO0758_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PO0758
 PO0758  HISTORY     - Date     Condition        Report By
 PO0758  HISTORY     - 1893     MONUMENTED       CGS
 PO0758
 PO0758                          STATION DESCRIPTION
 PO0758
 PO0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1893 (WRH)
 PO0758'IN MAXVILLE TOWNSHIP, 439 FEET EAST AND 618 FEET NORTH OF
 PO0758'SOUTH QUARTER POST OF SECTION 21.  MARK NOT DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB2343 ***********************************************************************
 AB2343  DESIGNATION -  MAXWELL RESET
 AB2343  PID         -  AB2343
 AB2343  STATE/COUNTY-  WI/PRICE
 AB2343  USGS QUAD   -  BRANTWOOD (1979)
 AB2343
 AB2343                         *CURRENT SURVEY CONTROL
 AB2343  ___________________________________________________________________
 AB2343* NAD 83(1991)-  45 33 15.70870(N)    090 03 51.47778(W)     ADJUSTED  
 AB2343* NAVD 88     -       493.     (meters)    1617.     (feet)  SCALED    
 AB2343  ___________________________________________________________________
 AB2343  LAPLACE CORR-          -3.73  (seconds)                    DEFLEC99
 AB2343  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 AB2343
 AB2343  HORZ ORDER  -  FIRST
 AB2343
 AB2343.The horizontal coordinates were established by classical geodetic methods
 AB2343.and adjusted by the National Geodetic Survey in November 1991..
 AB2343
 AB2343.The orthometric height was scaled from a topographic map.
 AB2343
 AB2343.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2343
 AB2343.The geoid height was determined by GEOID03.
 AB2343
 AB2343;                    North         East     Units Scale Factor Converg.
 AB2343;SPC WI N     -    43,092.173   594,979.312   MT  1.00000226   -0 02 47.0
 AB2343;SPC WI N     -   141,378.24  1,952,027.96   sFT  1.00000226   -0 02 47.0
 AB2343;SPC WI C     -   191,249.605   594,979.270   MT  1.00001081   -0 02 43.3
 AB2343;SPC WI C     -   627,458.08  1,952,027.82   sFT  1.00001081   -0 02 43.3
 AB2343;UTM  15      - 5,048,728.779   729,134.255   MT  1.00024555   +2 05 48.3
 AB2343;UTM  16      - 5,049,104.315   260,828.662   MT  1.00030335   -2 11 19.3
 AB2343
 AB2343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2343!SPC WI N     -   0.99992754  x   1.00000226  =   0.99992980
 AB2343!SPC WI C     -   0.99992754  x   1.00001081  =   0.99993835
 AB2343!UTM  15      -   0.99992754  x   1.00024555  =   1.00017307
 AB2343!UTM  16      -   0.99992754  x   1.00030335  =   1.00023087
 AB2343
 AB2343|---------------------------------------------------------------------|
 AB2343| PID    Reference Object                     Distance      Geod. Az  |
 AB2343|                                                           dddmmss.s |
 AB2343| QN0453 MAXWELL RM 2                         26.757 METERS 01134     |
 AB2343| CJ5717 MAXWELL RM 3                         23.538 METERS 08727     |
 AB2343| QN0020 MERCER                              APPROX. 0.9 KM 0961542.3 |
 AB2343| CJ5716 MAXWELL RM                           10.770 METERS 20754     |
 AB2343|---------------------------------------------------------------------|
 AB2343
 AB2343                          SUPERSEDED SURVEY CONTROL
 AB2343
 AB2343  NAD 83(1986)-  45 33 15.70430(N)    090 03 51.47350(W) AD(       ) 1
 AB2343
 AB2343.Superseded values are not recommended for survey control.
 AB2343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2343.See file dsdata.txt to determine how the superseded data were derived.
 AB2343
 AB2343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL2913448729(NAD 83)
 AB2343_MARKER: DS = TRIANGULATION STATION DISK
 AB2343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2343_SP_SET: SET INTO TOP OF CONCRETE POST
 AB2343_STAMPING: MAXWELL 1921 1952
 AB2343_PROJECTION: PROJECTING 7 CENTIMETERS
 AB2343
 AB2343  HISTORY     - Date     Condition        Report By
 AB2343  HISTORY     - 1952     MONUMENTED       CGS
 AB2343  HISTORY     - 1975     MARK NOT FOUND   USGS
 AB2343  HISTORY     - 1985     MARK NOT FOUND   NGS
 AB2343  HISTORY     - 20041012 MARK NOT FOUND   WIDT
 AB2343
 AB2343                          STATION DESCRIPTION
 AB2343
 AB2343'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 AB2343'THE STATION MARK WAS RECOVERED AS DESCRIBED.  REFERENCE MARK
 AB2343'NO. 1 HAS BEEN DESTROYED.  TWO NEW REFERENCE MARKS WERE
 AB2343'ESTABLISHED AT THIS OCCUPATION AS WELL AS A NEW STATION MARK
 AB2343'WHICH WAS SET IN THE EXACT LOCATION OF THE ORIGINAL MARK.*
 AB2343'
 AB2343'A COMPLETE NEW DESCRIPTION FOLLOWS--
 AB2343'
 AB2343'THE STATION IS LOCATED ABOUT 3.5 MILES WEST OF TRIPOLI, 2.5
 AB2343'MILES EAST OF BRANTWOOD AND ON THE RIGHT-OF-WAY OF THE
 AB2343'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD.  THE
 AB2343'MARK IS 16.3 FEET NORTH OF THE NORTH RAIL, 60 FEET SOUTHWEST
 AB2343'OF A TELEPHONE POLE NO. 754 AND 4 FEET SOUTH OF A WITNESS POST.
 AB2343'THE MARK PROJECTS 3 INCHES AND IS STAMPED MAXWELL 1921 1952.
 AB2343'
 AB2343'TO REACH THE STATION FROM THE POST OFFICE IN TRIPOLI, GO WEST
 AB2343'ON U.S. HIGHWAY 8 FOR 2.5 MILES TO THE PRICE-LINCOLN COUNTY
 AB2343'LINE.  CONTINUE AHEAD ON HIGHWAY 8 FOR 1.0 MILE TO A CROSS
 AB2343'ROAD, TURN RIGHT AND GO 0.05 MILE, CROSSING RAILROAD, TO THE
 AB2343'STATION SITE AS DESCRIBED.
 AB2343'
 AB2343'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AB2343'POST PROJECTING 3 INCHES.  IT IS 130 FEET SOUTHEAST
 AB2343'OF THE SOUTHEAST CORNER OF A SCHOOLHOUSE, 101 FEET WEST OF
 AB2343'THE CENTERLINE OF A GRAVEL ROAD, 29 FEET NORTHWEST OF AN
 AB2343'OVERHEAD GUY POLE AND 15 FEET SOUTH OF A FENCELINE.  THE
 AB2343'MARK PROJECTS 3 INCHES AND IS STAMPED MAXWELL NO 2 1921.
 AB2343'
 AB2343'REFERENCE MARK NO. 3 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AB2343'POST 46 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD,
 AB2343'46 FEET WEST OF THE CENTERLINE OF A GRAVEL ROAD AND IN THICK
 AB2343'BRUSH.  THE MARK PROJECTS 2 INCHES AND IS STAMPED MAXWELL NO
 AB2343'3 1921.
 AB2343'
 AB2343'*REFERENCE MARK NO. 2 WAS OCCUPIED BECAUSE OF LIMITED SPACE
 AB2343'AT STATION MARK.
 AB2343
 AB2343                          STATION RECOVERY (1975)
 AB2343
 AB2343'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AB2343'MARK NOT FOUND.
 AB2343
 AB2343                          STATION RECOVERY (1985)
 AB2343
 AB2343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 AB2343'MARK NOT FOUND.
 AB2343
 AB2343                          STATION RECOVERY (2004)
 AB2343
 AB2343'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 AB2343'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0453 ***********************************************************************
 QN0453  DESIGNATION -  MAXWELL RM 2
 QN0453  PID         -  QN0453
 QN0453  STATE/COUNTY-  WI/PRICE
 QN0453  USGS QUAD   -  BRANTWOOD (1979)
 QN0453
 QN0453                         *CURRENT SURVEY CONTROL
 QN0453  ___________________________________________________________________
 QN0453* NAD 83(1991)-  45 33 16.55780(N)    090 03 51.23050(W)     ADJUSTED  
 QN0453* NAVD 88     -       493.     (meters)    1617.     (feet)  SCALED    
 QN0453  ___________________________________________________________________
 QN0453  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 QN0453  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 QN0453
 QN0453  HORZ ORDER  -  FIRST
 QN0453
 QN0453.The horizontal coordinates were established by classical geodetic methods
 QN0453.and adjusted by the National Geodetic Survey in November 1991..
 QN0453
 QN0453.The orthometric height was scaled from a topographic map.
 QN0453
 QN0453.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0453
 QN0453.The geoid height was determined by GEOID03.
 QN0453
 QN0453;                    North         East     Units Scale Factor Converg.
 QN0453;SPC WI N     -    43,118.383   594,984.697   MT  1.00000221   -0 02 46.8
 QN0453;SPC WI N     -   141,464.23  1,952,045.63   sFT  1.00000221   -0 02 46.8
 QN0453;SPC WI C     -   191,275.815   594,984.654   MT  1.00001086   -0 02 43.2
 QN0453;SPC WI C     -   627,544.07  1,952,045.49   sFT  1.00001086   -0 02 43.2
 QN0453;UTM  15      - 5,048,755.178   729,138.656   MT  1.00024557   +2 05 48.5
 QN0453;UTM  16      - 5,049,130.313   260,835.025   MT  1.00030331   -2 11 19.1
 QN0453
 QN0453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0453!SPC WI N     -   0.99992754  x   1.00000221  =   0.99992975
 QN0453!SPC WI C     -   0.99992754  x   1.00001086  =   0.99993840
 QN0453!UTM  15      -   0.99992754  x   1.00024557  =   1.00017309
 QN0453!UTM  16      -   0.99992754  x   1.00030331  =   1.00023083
 QN0453
 QN0453|---------------------------------------------------------------------|
 QN0453| PID    Reference Object                     Distance      Geod. Az  |
 QN0453|                                                           dddmmss.s |
 QN0453| CJ5717 MAXWELL RM 3                         31.029 METERS 14414     |
 QN0453| AB2343 MAXWELL RESET                        26.757 METERS 19134     |
 QN0453| QN0452 SQUAW                               APPROX. 4.0 KM 2030727.0 |
 QN0453|---------------------------------------------------------------------|
 QN0453
 QN0453                          SUPERSEDED SURVEY CONTROL
 QN0453
 QN0453  NAD 83(1986)-  45 33 16.55348(N)    090 03 51.22621(W) AD(       ) 1
 QN0453  NAD 27      -  45 33 16.68900(N)    090 03 50.69300(W) AD(       ) 1
 QN0453
 QN0453.Superseded values are not recommended for survey control.
 QN0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0453.See file dsdata.txt to determine how the superseded data were derived.
 QN0453
 QN0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL2913948755(NAD 83)
 QN0453_MARKER: DS = TRIANGULATION STATION DISK
 QN0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0453_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QN0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0453+STABILITY: SURFACE MOTION
 QN0453
 QN0453  HISTORY     - Date     Condition        Report By
 QN0453  HISTORY     - 1921     MONUMENTED       CGS
 QN0453  HISTORY     - 1952     GOOD             CGS
 QN0453  HISTORY     - 20030904 MARK NOT FOUND   USPSQD
 QN0453  HISTORY     - 20041012 MARK NOT FOUND   WIDT
 QN0453
 QN0453                          STATION DESCRIPTION
 QN0453
 QN0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 QN0453'TO REACH THE STATION MAXWELL FROM THE POST OFFICE IN TRIPOLI, GO WEST
 QN0453'ON U.S. HIGHWAY 8 FOR 2.5 MILES TO THE PRICE-LINCOLN COUNTY
 QN0453'LINE.  CONTINUE AHEAD ON HIGHWAY 8 FOR 1.0 MILE TO A CROSS
 QN0453'ROAD, TURN RIGHT AND GO 0.05 MILE, CROSSING RAILROAD, TO THE
 QN0453'STATION MAXWELL.
 QN0453'
 QN0453'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 QN0453'POST PROJECTING 3 INCHES.  IT IS 130 FEET SOUTHEAST
 QN0453'OF THE SOUTHEAST CORNER OF A SCHOOLHOUSE, 101 FEET WEST OF
 QN0453'THE CENTERLINE OF A GRVEL ROAD, 29 FEET NORTHWEST OF AN
 QN0453'OVERHEAD GUY POLE AND 15 FEET SOUTH OF A FENCELINE.  THE
 QN0453'MARK PROJECTS 3 INCHES AND IS STAMPED MAXWELL NO 2 1921.
 QN0453
 QN0453                          STATION RECOVERY (2003)
 QN0453
 QN0453'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 QN0453'NOT FOUND.  THE DESCRIBED CROSS ROAD IS -RIVER ROAD-.  THERE IS NO
 QN0453'SCHOOL HOUSE, NO OVERHEAD GUY POLE, AND NO FENCE PRESENT.
 QN0453
 QN0453                          STATION RECOVERY (2004)
 QN0453
 QN0453'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0453'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0729 ***********************************************************************
 OM0729  DESIGNATION -  MAYFIELD
 OM0729  PID         -  OM0729
 OM0729  STATE/COUNTY-  WI/WASHINGTON
 OM0729  USGS QUAD   -  JACKSON (1994)
 OM0729
 OM0729                         *CURRENT SURVEY CONTROL
 OM0729  ___________________________________________________________________
 OM0729* NAD 83(1991)-  43 21 12.15542(N)    088 10 43.51762(W)     ADJUSTED  
 OM0729* NAVD 88     -       297.     (meters)     974.     (feet)  SCALED    
 OM0729  ___________________________________________________________________
 OM0729  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 OM0729  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 OM0729
 OM0729  HORZ ORDER  -  THIRD
 OM0729
 OM0729.The horizontal coordinates were established by classical geodetic methods
 OM0729.and adjusted by the National Geodetic Survey in November 1991..
 OM0729
 OM0729.The orthometric height was scaled from a topographic map.
 OM0729
 OM0729.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0729
 OM0729.The geoid height was determined by GEOID03.
 OM0729
 OM0729;                    North         East     Units Scale Factor Converg.
 OM0729;SPC WI S     -   151,959.261   747,630.562   MT  0.99993289   +1 15 05.0
 OM0729;SPC WI S     -   498,553.01  2,452,851.27   sFT  0.99993289   +1 15 05.0
 OM0729;UTM  16      - 4,800,732.499   404,473.664   MT  0.99971225   -0 48 33.4
 OM0729
 OM0729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0729!SPC WI S     -   0.99995890  x   0.99993289  =   0.99989179
 OM0729!UTM  16      -   0.99995890  x   0.99971225  =   0.99967116
 OM0729
 OM0729|---------------------------------------------------------------------|
 OM0729| PID    Reference Object                     Distance      Geod. Az  |
 OM0729|                                                           dddmmss.s |
 OM0729| CI9273 MAYFIELD RM 2                        10.305 METERS 26633     |
 OM0729| CI9271 MAYFIELD AZ MK                                     3243312.3 |
 OM0729| CI9272 MAYFIELD RM 1                        13.210 METERS 35211     |
 OM0729|---------------------------------------------------------------------|
 OM0729
 OM0729                          SUPERSEDED SURVEY CONTROL
 OM0729
 OM0729  NAD 83(1986)-  43 21 12.14566(N)    088 10 43.52522(W) AD(       ) 3
 OM0729  NAD 27      -  43 21 12.14000(N)    088 10 43.18900(W) AD(       ) 3
 OM0729
 OM0729.Superseded values are not recommended for survey control.
 OM0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0729.See file dsdata.txt to determine how the superseded data were derived.
 OM0729
 OM0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP0447400732(NAD 83)
 OM0729_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0729
 OM0729  HISTORY     - Date     Condition        Report By
 OM0729  HISTORY     - 1953     MONUMENTED       CGS
 OM0729  HISTORY     - 20060528 MARK NOT FOUND   USPSQD
 OM0729
 OM0729                          STATION DESCRIPTION
 OM0729
 OM0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0729'THE STATION IS LOCATED 5 MILES SOUTH OF WEST BEND AND 4 MILES
 OM0729'EAST OF SLINGER ON HIGHWAY PROPERTY.  IT IS 25 FEET SOUTH OF
 OM0729'THE CENTER OF A GRAVEL ROAD, 6 FEET WEST OF A 24 INCH ELM TREE
 OM0729'AND 4 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK IS FLUSH
 OM0729'AND THE DISK IS STAMPED MAYFIELD 1953.
 OM0729'
 OM0729'REFERENCE MARK NO. 1 IS 18 FEET NORTH OF THE CENTER OF THE
 OM0729'GRAVEL ROAD AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK IS
 OM0729'FLUSH AND THE DISK IS STAMPED MAYFIELD NO 1 1953.
 OM0729'
 OM0729'REFERENCE MARK NO. 2 IS 33 FEET SOUTH OF THE CENTER OF THE
 OM0729'GRAVEL ROAD AND 6 FEET EAST OF A 36 INCH ELM TREE.  THE MARK
 OM0729'IS FLUSH AND THE DISK IS STAMPED MAYFIELD NO 2 1953.
 OM0729'
 OM0729'AZIMUTH MARK IS 23 FEET EAST OF THE CENTER OF U.S. HIGHWAY 45,
 OM0729'2 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A
 OM0729'FENCE LINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 OM0729'MAYFIELD 1953.
 OM0729'
 OM0729'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 OM0729'45 AND STATE HIGHWAY 33 IN WEST BEND, GO SOUTH ON HIGHWAY
 OM0729'45 FOR 4.8 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 OM0729'CONTINUE SOUTH ON HIGHWAY 45 FOR 0.2 MILE TO A GRAVEL CROSSROAD,
 OM0729'TURN LEFT AND GO EAST FOR 0.15 MILE TO THE STATION ON THE
 OM0729'RIGHT AS DESCRIBED.
 OM0729'
 OM0729'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OM0729
 OM0729                          STATION RECOVERY (2006)
 OM0729
 OM0729'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRB)
 OM0729'THE STATION WAS NOT FOUND.  THERE IS NO WITNESS POST, TREES, NOR FENCE
 OM0729'TO MEASURE FROM.  NOTE-- US HIGHWAY 45 HAS BEEN RE-ROUTED TO THE WEST.
 OM0729'THE HIGHWAY 45 IN THE 1953 DESCRIPTION NOW IS COUNTY HIGHWAY P.  THE
 OM0729'DESCRIBED GRAVEL CROSSROAD IS SURFACED AND NAMED PLEASANT VALLEY ROAD.
 OM0729' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0932 ***********************************************************************
 OM0932  DESIGNATION -  MAYVILLE
 OM0932  PID         -  OM0932
 OM0932  STATE/COUNTY-  WI/DODGE
 OM0932  USGS QUAD   -  MAYVILLE NORTH (1981)
 OM0932
 OM0932                         *CURRENT SURVEY CONTROL
 OM0932  ___________________________________________________________________
 OM0932* NAD 83(1991)-  43 30 56.84664(N)    088 32 29.10972(W)     ADJUSTED  
 OM0932* NAVD 88     -       305.     (meters)    1001.     (feet)  SCALED    
 OM0932  ___________________________________________________________________
 OM0932  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 OM0932  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 OM0932
 OM0932  HORZ ORDER  -  THIRD
 OM0932
 OM0932.The horizontal coordinates were established by classical geodetic methods
 OM0932.and adjusted by the National Geodetic Survey in November 1991..
 OM0932
 OM0932.The orthometric height was scaled from a topographic map.
 OM0932
 OM0932.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0932
 OM0932.The geoid height was determined by GEOID03.
 OM0932
 OM0932;                    North         East     Units Scale Factor Converg.
 OM0932;SPC WI S     -   169,421.562   717,920.676   MT  0.99993454   +1 00 07.9
 OM0932;SPC WI S     -   555,843.91  2,355,378.08   sFT  0.99993454   +1 00 07.9
 OM0932;UTM  16      - 4,819,249.110   375,416.664   MT  0.99979092   -1 03 41.4
 OM0932
 OM0932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0932!SPC WI S     -   0.99995768  x   0.99993454  =   0.99989222
 OM0932!UTM  16      -   0.99995768  x   0.99979092  =   0.99974861
 OM0932
 OM0932:                Primary Azimuth Mark                     Grid Az
 OM0932:SPC WI S     -  MAYVILLE AZ MK                           004 18 39.7
 OM0932:UTM  16      -  MAYVILLE AZ MK                           006 22 29.0
 OM0932
 OM0932|---------------------------------------------------------------------|
 OM0932| PID    Reference Object                     Distance      Geod. Az  |
 OM0932|                                                           dddmmss.s |
 OM0932| CI9274 MAYVILLE AZ MK                                     0051847.6 |
 OM0932| CI9275 MAYVILLE RM 1                         9.346 METERS 00535     |
 OM0932| OM0832 MAYVILLE MUNICIPAL TOWER            APPROX. 2.3 KM 1752058.1 |
 OM0932| CI9276 MAYVILLE RM 2                        10.645 METERS 26016     |
 OM0932|---------------------------------------------------------------------|
 OM0932
 OM0932                          SUPERSEDED SURVEY CONTROL
 OM0932
 OM0932  NAD 83(1986)-  43 30 56.83838(N)    088 32 29.11513(W) AD(       ) 3
 OM0932  NAD 27      -  43 30 56.86400(N)    088 32 28.74900(W) AD(       ) 3
 OM0932
 OM0932.Superseded values are not recommended for survey control.
 OM0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0932.See file dsdata.txt to determine how the superseded data were derived.
 OM0932
 OM0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7541719249(NAD 83)
 OM0932_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0932
 OM0932  HISTORY     - Date     Condition        Report By
 OM0932  HISTORY     - 1953     MONUMENTED       CGS
 OM0932  HISTORY     - 1958     SEE DESCRIPTION  LOCSUR
 OM0932
 OM0932                          STATION DESCRIPTION
 OM0932
 OM0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0932'STATION IS LOCATED ABOUT 4.5 MILES WEST OF THERESA AND 1
 OM0932'MILE NORTH OF MAYVILLE IN THE NORTHWEST ANGLE OF A T-ROAD
 OM0932'INTERSECTION.  IT IS 78 FEET NORTHWEST OF THE INTERSECTION
 OM0932'OF A PAVED ROAD AND GRAVELED CROSSROAD, 6 FEET SOUTH OF A
 OM0932'POWER LINE POLE AND 4 FEET SOUTH OF A WHITE WITNESS POST.
 OM0932'THE MARK IS FLUSH AND THE DISK IS STAMPED MAYVILLE 1953.
 OM0932'
 OM0932'REFERENCE MARK NO. 1 IS 57 FEET WEST OF THE CENTER OF A
 OM0932'PAVED ROAD AND 24 FEET NORTH OF A POWER LINE POLE.  THE MARK
 OM0932'IS FLUSH AND THE DISK IS STAMPED MAYVILLE NO 1 1953.
 OM0932'
 OM0932'REFERENCE MARK NO. 2 IS 45 FEET NORTH OF THE CENTER OF A
 OM0932'GRAVEL ROAD AND 37 FEET WEST OF A POWER LINE POLE.  THE MARK
 OM0932'IS FLUSH AND THE DISK IS STAMPED MAYVILLE NO 2 1953.
 OM0932'
 OM0932'AZIMUTH MARK IS 37 FEET EAST OF THE CENTER OF A PAVED ROAD
 OM0932'AND 2 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS
 OM0932'2 INCHES AND THE DISK IS STAMPED MAYVILLE 1953.
 OM0932'
 OM0932'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 OM0932'28 AND 67 AND NORTH MAIN STREET IN MAYVILLE, GO NORTH ON NORTH
 OM0932'MAIN STREET FOR 1.0 MILE TO A RAILROAD CROSSING.  CONTINUE
 OM0932'STRAIGHT AHEAD FOR 0.2 MILE TO A GRAVELED CROSSROAD AND THE
 OM0932'STATION ON THE LEFT AS DESCRIBED.
 OM0932'
 OM0932'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON A
 OM0932'PAVED ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 OM0932'DESCRIBED.
 OM0932'
 OM0932'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OM0932
 OM0932                          STATION RECOVERY (1958)
 OM0932
 OM0932'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1958
 OM0932'RECOVERED BY CHICAGO AERIAL SURVEY
 OM0932'
 OM0932'REPORTED BY CHICAGO AERIAL SURVEY, FRANKLIN PARK, ILL.
 OM0932'
 OM0932'STATION MARK RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1364 ***********************************************************************
 OM1364  DESIGNATION -  MAYVILLE GPS
 OM1364  PID         -  OM1364
 OM1364  STATE/COUNTY-  WI/DODGE
 OM1364  USGS QUAD   -  MAYVILLE SOUTH (1980)
 OM1364
 OM1364                         *CURRENT SURVEY CONTROL
 OM1364  ___________________________________________________________________
 OM1364* NAD 83(1997)-  43 29 13.78298(N)    088 34 46.69924(W)     ADJUSTED  
 OM1364* NAVD 88     -       286.447  (meters)     939.78   (feet)  ADJUSTED  
 OM1364  ___________________________________________________________________
 OM1364  X           -     114,891.196 (meters)                     COMP
 OM1364  Y           -  -4,633,632.293 (meters)                     COMP
 OM1364  Z           -   4,367,100.037 (meters)                     COMP
 OM1364  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 OM1364  ELLIP HEIGHT-         251.40  (meters)          (11/17/00) GPS OBS
 OM1364  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 OM1364  DYNAMIC HT  -         286.383 (meters)     939.57  (feet)  COMP
 OM1364  MODELED GRAV-     980,386.8   (mgal)                       NAVD 88
 OM1364  OBS GRAVITY -     980,382.4   (mgal)                       GRAV_OBS
 OM1364
 OM1364  HORZ ORDER  -  FIRST
 OM1364  VERT ORDER  -  SECOND    CLASS I
 OM1364  ELLP ORDER  -  THIRD     CLASS II
 OM1364
 OM1364.The horizontal coordinates were established by GPS observations
 OM1364.and adjusted by the National Geodetic Survey in July 2000..
 OM1364
 OM1364.The orthometric height was determined by differential leveling
 OM1364.and adjusted by the National Geodetic Survey in October 2000..
 OM1364
 OM1364.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1364
 OM1364.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1364
 OM1364.The ellipsoidal height was determined by GPS observations
 OM1364.and is referenced to NAD 83.
 OM1364
 OM1364.The geoid height was determined by GEOID03.
 OM1364
 OM1364.The dynamic height is computed by dividing the NAVD 88
 OM1364.geopotential number by the normal gravity value computed on the
 OM1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM1364.degrees latitude (g = 980.6199 gals.).
 OM1364
 OM1364.The modeled gravity was interpolated from observed gravity values.
 OM1364.The observed gravity was obtained from relative gravimeter ties
 OM1364.to the IGSN71 gravity network.
 OM1364
 OM1364;                    North         East     Units Scale Factor Converg.
 OM1364;SPC WI S     -   166,188.163   714,885.265   MT  0.99993367   +0 58 33.4
 OM1364;SPC WI S     -   545,235.66  2,345,419.41   sFT  0.99993367   +0 58 33.4
 OM1364;UTM  16      - 4,816,127.533   372,267.236   MT  0.99980069   -1 05 14.1
 OM1364
 OM1364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1364!SPC WI S     -   0.99996058  x   0.99993367  =   0.99989425
 OM1364!UTM  16      -   0.99996058  x   0.99980069  =   0.99976128
 OM1364
 OM1364                          SUPERSEDED SURVEY CONTROL
 OM1364
 OM1364  ELLIP H (07/06/00)  251.40   (m)                       GP(       ) 2 1
 OM1364  NAVD 88 (07/06/00)  286.45   (m)          939.8    (f) LEVELING    3  
 OM1364
 OM1364.Superseded values are not recommended for survey control.
 OM1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1364.See file dsdata.txt to determine how the superseded data were derived.
 OM1364
 OM1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7226716128(NAD 83)
 OM1364_MARKER: DD = SURVEY DISK
 OM1364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1364_SP_SET: CONCRETE POST
 OM1364_STAMPING: MAYVILLE GPS 1992
 OM1364_MARK LOGO: WI-027
 OM1364_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM1364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1364+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2005
 OM1364
 OM1364  HISTORY     - Date     Condition        Report By
 OM1364  HISTORY     - 1992     MONUMENTED       WI-027
 OM1364  HISTORY     - 19931122 GOOD             WIDT
 OM1364  HISTORY     - 19981110 GOOD             WIDT
 OM1364  HISTORY     - 20030807 GOOD             USPSQD
 OM1364  HISTORY     - 20050421 GOOD             JCLS
 OM1364
 OM1364                          STATION DESCRIPTION
 OM1364
 OM1364'DESCRIBED BY WI DEPT OF TRANSP 1993
 OM1364'STATION IS PART OF GRAVITY DENSIFICATION PROJECT, LOCATED IN WIDOT
 OM1364'DODGE COUNTY GRID REFERENCE F12, ABOUT 2.0 KM (1.25 MI) SOUTHWEST OF
 OM1364'MAYVILLE, IN THE NORTHWEST CORNER OF THE NORTHWEST 1/4 OF SECTION 27,
 OM1364'T12N, R16E, ON HIGHWAY RIGHT-OF-WAY.  CONTACT DODGE COUNTY SURVEYORS
 OM1364'OFFICE AT 414-386-3770 CONCERNING STATION COORDINATES.
 OM1364'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 28 AND
 OM1364'COUNTY TRUNK HIGHWAY TW, GO SOUTHWEST ON STATE HIGHWAY 28 FOR 0.89 KM
 OM1364'(0.55 MI) TO THE STATION ON THE LEFT.
 OM1364'STATION IS A BRASS DISK SET IN TOP OF A 45 CM ROUND CONCRETE MONUMENT
 OM1364'FLUSH WITH THE GROUND.  IT IS 14.6 M (47.9 FT) EAST FROM THE CENTER
 OM1364'OF STATE HIGHWAY 28, 11.9 M (39.0 FT) SOUTH FROM A FIELD ENTRANCE AND
 OM1364'0.6 M (2.0 FT) WEST FROM A WHITE PLASTIC T-POST.
 OM1364
 OM1364                          STATION RECOVERY (1998)
 OM1364
 OM1364'RECOVERY NOTE BY WI DEPT OF TRANSP 1998 (GRS)
 OM1364'THE STATION IS LOCATED APPROXIMATELY 22.5 KM (14.00 MI) EAST-NORTHEAST
 OM1364'OF BEAVER DAM, AND 1.6 KM (1.00 MI) SOUTHWEST OF MAYVILLE.
 OM1364'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 OM1364'STATION FROM THE JUNCTION OF STATE HIGHWAY 28 WITH STATE HIGHWAY 67 AT
 OM1364'THE INTERSECTION OF MAIN STREET AND HORICON STREET IN THE CITY OF
 OM1364'MAYVILLE, GO WEST ON STATE HIGHWAY 28 (HORICON STREET) FOR 1.6 KM
 OM1364'(1.00 MI) TO THE CITY LIMITS, CONTINUE WEST AND SOUTHWEST ON STATE
 OM1364'HIGHWAY 28 FOR 1.53 KM (0.95 MI) TO THE STATION ON THE LEFT.  THE
 OM1364'STATION IS A BRONZE DODGE COUNTY GEODETIC CONTROL MARKER DISK STAMPED
 OM1364'--MAYVILLE GPS 1992-- SET IN THE TOP OF A 41-CM (16-INCH) DIAMETER
 OM1364'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY
 OM1364'PAVEMENT.  THE STATION IS 14.9 M (48.9 FT) SOUTH-SOUTHEAST OF THE
 OM1364'CENTERLINE OF STATE HIGHWAY 28, 25.5 M (83.7 FT) NORTHEAST OF UTLITY
 OM1364'POLE --12-16-27 2/53--, 8.5 M (27.9 FT) SOUTHWEST OF THE TOP A 47-CM
 OM1364'(18-INCH) DIAMETER CORRUGATED METAL CULVERT PIPE FOR A FIELD ENTRANCE,
 OM1364'AND 0.6 M (2.0 FT) NORTHWEST OF A WHITE PLASTIC WITNESS POST.
 OM1364'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING TO MORE
 OM1364'THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR THE REFERENCED UTILITY
 OM1364'POLE EXTENDING TO 20 DEGREES ABOVE THE HORIZON AND A UTILITY POLE
 OM1364'APPROXIMATELY 50 M (164.0 FT) EAST-NORTHEAST OF THE STATION EXTENDING
 OM1364'TO 15 DEGREES ABOVE THE HORIZON.
 OM1364
 OM1364                          STATION RECOVERY (2003)
 OM1364
 OM1364'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM1364'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ON HIGHWAY 28,
 OM1364'ABOUT 0.5 MILE SOUTHWEST OF COUNTY HIGHWAY TW (NORTH), 0.1 MILE
 OM1364'NORTHEAST OF BAY VIEW ROAD, ABOUT 33 FEET SOUTHWEST OF THE CENTERLINE
 OM1364'OF A FIELD ENTRANCE, IN THE CENTER OF A TRIANGLE FORMED BY THREE 4X4
 OM1364'ORANGE PLASTIC GUARD POSTS.
 OM1364
 OM1364                          STATION RECOVERY (2005)
 OM1364
 OM1364'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 OM1364'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI6001 ***********************************************************************
 AI6001  DESIGNATION -  MAYVILLE GPS AZ MK
 AI6001  PID         -  AI6001
 AI6001  STATE/COUNTY-  WI/DODGE
 AI6001  USGS QUAD   -  MAYVILLE SOUTH (1980)
 AI6001
 AI6001                         *CURRENT SURVEY CONTROL
 AI6001  ___________________________________________________________________
 AI6001* NAD 83(1986)-  43 29 26.     (N)    088 34 24.     (W)     SCALED    
 AI6001* NAVD 88     -       289.326  (meters)     949.23   (feet)  ADJUSTED  
 AI6001  ___________________________________________________________________
 AI6001  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 AI6001  DYNAMIC HT  -         289.261 (meters)     949.02  (feet)  COMP
 AI6001  MODELED GRAV-     980,386.4   (mgal)                       NAVD 88
 AI6001
 AI6001  VERT ORDER  -  SECOND    CLASS I
 AI6001
 AI6001.The horizontal coordinates were scaled from a topographic map and have
 AI6001.an estimated accuracy of +/- 6 seconds.
 AI6001
 AI6001.The orthometric height was determined by differential leveling
 AI6001.and adjusted by the National Geodetic Survey in October 2000..
 AI6001
 AI6001.The geoid height was determined by GEOID03.
 AI6001
 AI6001.The dynamic height is computed by dividing the NAVD 88
 AI6001.geopotential number by the normal gravity value computed on the
 AI6001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6001.degrees latitude (g = 980.6199 gals.).
 AI6001
 AI6001.The modeled gravity was interpolated from observed gravity values.
 AI6001
 AI6001;                    North         East    Units  Estimated Accuracy
 AI6001;SPC WI S     -   166,570.      715,390.      MT  (+/- 180 meters Scaled)
 AI6001
 AI6001                          SUPERSEDED SURVEY CONTROL
 AI6001
 AI6001.No superseded survey control is available for this station.
 AI6001
 AI6001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP727164(NAD 83)
 AI6001_MARKER: DZ = AZIMUTH MARK DISK
 AI6001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6001_STAMPING: MAYVILLE GPS 1992
 AI6001_MARK LOGO: WI-027
 AI6001_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6001+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2004
 AI6001
 AI6001  HISTORY     - Date     Condition        Report By
 AI6001  HISTORY     - 1992     MONUMENTED       WI-027
 AI6001  HISTORY     - 20030807 GOOD             USPSQD
 AI6001  HISTORY     - 20040630 GOOD             WIDT
 AI6001
 AI6001                          STATION DESCRIPTION
 AI6001
 AI6001'DESCRIBED BY DODGE COUNTY WISCONSIN 1992
 AI6001'THE STATION IS LOCATED APPROXIMATELY 20.9 KM (13.00 MI)
 AI6001'NORTH-NORTHEAST OF BEAVER DAM, AND 0.8 KM (0.50 MI) SOUTHWEST OF
 AI6001'MAYVILLE.  OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO
 AI6001'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 28 WITH STATE
 AI6001'HIGHWAY 67 AT THE INTERSECTION OF MAIN STREET AND HORICON STREET IN
 AI6001'THE CITY OF MAYVILLE, GO WEST ON STATE HIGHWAY 28 FOR 1.6 KM (1.00 MI)
 AI6001'TO THE CITY LIMITS, CONTINUE SOUTHWEST ON STATE HIGHWAY 28 FOR 0.89 KM
 AI6001'(0.55 MI) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE DODGE
 AI6001'COUNTY GEODETIC CONTROL AZIMUTH MARKER DISK STAMPED --MAYVILLE GPS
 AI6001'1992-- SET IN THE TOP OF A 41-CM (16-INCH) DIAMETER CONCRETE POST
 AI6001'FLUSH WITH THE GROUND AND ABOUT 0.5 M (1.6 FT) ABOVE THE HIGHWAY
 AI6001'PAVEMENT.  THE STATION IS 16.7 M (54.8 FT) SOUTHEAST OF THE CENTERLINE
 AI6001'OF STATE HIGHWAY 28, 45.6 M (149.6 FT) EAST-SOUTHEAST OF A WOOD
 AI6001'TRAFFIC SIGN POST --COUNTY HWY TW-- SIGN, 4.0 M (13.1 FT) NORTHWEST OF
 AI6001'THE NORTHWEST EDGE OF A CULTIVATED FIELD, AND 0.56 M (1.84 FT)
 AI6001'NORTHWEST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS
 AI6001'NO VISIBLE OBSTRUCTIONS EXTENDING TO MORE THAN 15 DEGREES ABOVE THE
 AI6001'HORIZON.
 AI6001
 AI6001                          STATION RECOVERY (2003)
 AI6001
 AI6001'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI6001'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.2 MILE SOUTH OF
 AI6001'COUNTY HIGHWAY TW (NORTH) ON HIGHWAY.  IT IS ABOUT 135 FEET NORTHEAST
 AI6001'OF A --JCT COUNTY TW-- SIGN AND ABOUT 126 FEET NORTHEAST OF A --DO NOT
 AI6001'PASS-- SIGN.
 AI6001
 AI6001                          STATION RECOVERY (2004)
 AI6001
 AI6001'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 AI6001'RECOVERED AS DESCRIBED AND TWO POSTS ADDED.  THE STATION IS IN THE
 AI6001'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0832 ***********************************************************************
 OM0832  DESIGNATION -  MAYVILLE MUNICIPAL TOWER
 OM0832  PID         -  OM0832
 OM0832  STATE/COUNTY-  WI/DODGE
 OM0832  USGS QUAD   -  MAYVILLE SOUTH (1980)
 OM0832
 OM0832                         *CURRENT SURVEY CONTROL
 OM0832  ___________________________________________________________________
 OM0832* NAD 83(1991)-  43 29 41.43901(N)    088 32 20.68389(W)     ADJUSTED  
 OM0832* NAVD 88     -                                                        
 OM0832  ___________________________________________________________________
 OM0832  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 OM0832  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 OM0832
 OM0832  HORZ ORDER  -  THIRD
 OM0832
 OM0832.The horizontal coordinates were established by classical geodetic methods
 OM0832.and adjusted by the National Geodetic Survey in November 1991..
 OM0832
 OM0832
 OM0832.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0832
 OM0832.The geoid height was determined by GEOID03.
 OM0832
 OM0832;                    North         East     Units Scale Factor Converg.
 OM0832;SPC WI S     -   167,098.167   718,150.645   MT  0.99993388   +1 00 13.7
 OM0832;SPC WI S     -   548,221.24  2,356,132.57   sFT  0.99993388   +1 00 13.7
 OM0832;UTM  16      - 4,816,919.276   375,562.805   MT  0.99979047   -1 03 34.1
 OM0832
 OM0832                          SUPERSEDED SURVEY CONTROL
 OM0832
 OM0832  NAD 83(1986)-  43 29 41.43088(N)    088 32 20.68953(W) AD(       ) 4
 OM0832  NAD 27      -  43 29 41.45500(N)    088 32 20.32500(W) AD(       ) 3
 OM0832
 OM0832.Superseded values are not recommended for survey control.
 OM0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0832.See file dsdata.txt to determine how the superseded data were derived.
 OM0832
 OM0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7556316919(NAD 83)
 OM0832
 OM0832  HISTORY     - Date     Condition        Report By
 OM0832  HISTORY     - 1953     MONUMENTED       CGS
 OM0832  HISTORY     - 19950819 GOOD             USPSQD
 OM0832  HISTORY     - 20021216 GOOD             USPSQD
 OM0832  HISTORY     - 20040318 GOOD             USPSQD
 OM0832
 OM0832                          STATION DESCRIPTION
 OM0832
 OM0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0832'STATION IS THE CENTER OF THE MUNICIPAL WATER TOWER, LOCATED
 OM0832'ABOUT 100 FEET EAST OF HIGH STREET IN THE SOUTHEAST SECTION
 OM0832'OF MAYVILLE.  THE TOWER IS A CYLINDRICAL CONCRETE STRUCTURE
 OM0832'ABOUT 18 FEET IN DIAMETER AND ABOUT 60 FEET HIGH.
 OM0832
 OM0832                          STATION RECOVERY (1995)
 OM0832
 OM0832'RECOVERY NOTE BY US POWER SQUADRON 1995
 OM0832'RECOVERED IN GOOD CONDITION.
 OM0832
 OM0832                          STATION RECOVERY (2002)
 OM0832
 OM0832'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0832'RECOVERED IN GOOD CONDITION. IT IS ABOUT 100 FEET EAST OF HIGH STREET
 OM0832'AND 150 FEET NORTH OF TOWER STREET ON THE EAST SIDE OF TOWN ON A HIGH
 OM0832'HILL.  IT IS PAINTED LIGHT BLUE WITH THE WORD MAYVILLE PAINTED ON IT
 OM0832'IN BLACK LETTERS.  A MAST SHORTER THAN THE TOWER IS ABOUT 15 FEET
 OM0832'SOUTHEAST OF THE TOWER WITH A SATELLITE DISH ON TOP.
 OM0832
 OM0832                          STATION RECOVERY (2004)
 OM0832
 OM0832'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 OM0832'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0931 ***********************************************************************
 OM0931  DESIGNATION -  MAYVILLE SIMMONS STOCK GRO STK
 OM0931  PID         -  OM0931
 OM0931  STATE/COUNTY-  WI/DODGE
 OM0931  USGS QUAD   -  MAYVILLE NORTH (1981)
 OM0931
 OM0931                         *CURRENT SURVEY CONTROL
 OM0931  ___________________________________________________________________
 OM0931* NAD 83(1991)-  43 30 11.97883(N)    088 32 31.39232(W)     ADJUSTED  
 OM0931* NAVD 88     -                                                        
 OM0931  ___________________________________________________________________
 OM0931  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 OM0931  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 OM0931
 OM0931  HORZ ORDER  -  THIRD
 OM0931
 OM0931.The horizontal coordinates were established by classical geodetic methods
 OM0931.and adjusted by the National Geodetic Survey in November 1991..
 OM0931
 OM0931
 OM0931.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0931
 OM0931.The geoid height was determined by GEOID03.
 OM0931
 OM0931;                    North         East     Units Scale Factor Converg.
 OM0931;SPC WI S     -   168,036.264   717,893.628   MT  0.99993413   +1 00 06.3
 OM0931;SPC WI S     -   551,298.98  2,355,289.34   sFT  0.99993413   +1 00 06.3
 OM0931;UTM  16      - 4,817,865.883   375,339.762   MT  0.99979115   -1 03 42.1
 OM0931
 OM0931                          SUPERSEDED SURVEY CONTROL
 OM0931
 OM0931  NAD 83(1986)-  43 30 11.97072(N)    088 32 31.39789(W) AD(       ) 4
 OM0931  NAD 27      -  43 30 12.00000(N)    088 32 31.03000(W) AD(       ) 3
 OM0931
 OM0931.Superseded values are not recommended for survey control.
 OM0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0931.See file dsdata.txt to determine how the superseded data were derived.
 OM0931
 OM0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7534017866(NAD 83)
 OM0931
 OM0931  HISTORY     - Date     Condition        Report By
 OM0931  HISTORY     - 1953     MONUMENTED       CGS
 OM0931  HISTORY     - 20021216 MARK NOT FOUND   USPSQD
 OM0931  HISTORY     - 20040319 MARK NOT FOUND   USPSQD
 OM0931
 OM0931                          STATION DESCRIPTION
 OM0931
 OM0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0931'STATION IS THE CENTER OF THE TOP OF THE STACK OF THE SIMMONS
 OM0931'STOCK-GRO CO. LOCATED IN THE NORTH SECTION OF MAYVILLE ABOUT 200
 OM0931'FEET WEST OF NORTH MAIN STREET.  THE STACK IS A METAL STRUCTURE
 OM0931'ABOUT 85 FEET HIGH AND IS THE SOUTH ONE, AND TALLER OF THREE
 OM0931'METAL STACKS.
 OM0931
 OM0931                          STATION RECOVERY (2002)
 OM0931
 OM0931'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0931'NOT FOUND.  THE STACKS HAVE BEEN TAKEN DOWN.  SITE NOW OCCUPIED BY
 OM0931'MAYSTEEL WAREHOUSE.
 OM0931
 OM0931                          STATION RECOVERY (2004)
 OM0931
 OM0931'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 OM0931'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1168 ***********************************************************************
 OM1168  DESIGNATION -  MAZOMANIE
 OM1168  PID         -  OM1168
 OM1168  STATE/COUNTY-  WI/DANE
 OM1168  USGS QUAD   -  MAZOMANIE (1962)
 OM1168
 OM1168                         *CURRENT SURVEY CONTROL
 OM1168  ___________________________________________________________________
 OM1168* NAD 83(1997)-  43 10 13.02181(N)    089 47 20.87559(W)     ADJUSTED  
 OM1168* NAVD 88     -       303.4    (meters)     995.     (feet)  VERTCON   
 OM1168  ___________________________________________________________________
 OM1168  X           -      17,147.497 (meters)                     COMP
 OM1168  Y           -  -4,659,195.725 (meters)                     COMP
 OM1168  Z           -   4,341,502.125 (meters)                     COMP
 OM1168  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 OM1168  ELLIP HEIGHT-         269.11  (meters)          (06/17/02) GPS OBS
 OM1168  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 OM1168
 OM1168  HORZ ORDER  -  SECOND
 OM1168  ELLP ORDER  -  FOURTH    CLASS I
 OM1168
 OM1168.The horizontal coordinates were established by classical geodetic methods
 OM1168.and adjusted by the National Geodetic Survey in June 2002..
 OM1168
 OM1168.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM1168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM1168
 OM1168.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1168
 OM1168.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1168
 OM1168.The ellipsoidal height was determined by GPS observations
 OM1168.and is referenced to NAD 83.
 OM1168
 OM1168.The geoid height was determined by GEOID03.
 OM1168
 OM1168;                    North         East     Units Scale Factor Converg.
 OM1168;SPC WI S     -   130,028.798   617,145.777   MT  0.99994063   +0 08 41.6
 OM1168;SPC WI S     -   426,602.81  2,024,752.44   sFT  0.99994063   +0 08 41.6
 OM1168;UTM  16      - 4,783,501.726   273,285.385   MT  1.00023234   -1 54 32.6
 OM1168
 OM1168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1168!SPC WI S     -   0.99995780  x   0.99994063  =   0.99989843
 OM1168!UTM  16      -   0.99995780  x   1.00023234  =   1.00019013
 OM1168
 OM1168:                Primary Azimuth Mark                     Grid Az
 OM1168:SPC WI S     -  SAUK CITY MUNICIPAL TANK                 023 53 42.4
 OM1168:UTM  16      -  SAUK CITY MUNICIPAL TANK                 025 56 56.6
 OM1168
 OM1168|---------------------------------------------------------------------|
 OM1168| PID    Reference Object                     Distance      Geod. Az  |
 OM1168|                                                           dddmmss.s |
 OM1168| OM1133 SAUK CITY MUNICIPAL TANK            APPROX.12.6 KM 0240224.0 |
 OM1168| OM1170 BLUE MOUNDS RAD WIBA FM TWR         APPROX.16.5 KM 1973147.5 |
 OM1168| CI9278 MAZOMANIE RM 1                       20.708 METERS 24437     |
 OM1168| CI9277 MAZOMANIE AZ MK                                    2774631.1 |
 OM1168| CI9279 MAZOMANIE RM 2                       11.852 METERS 33226     |
 OM1168|---------------------------------------------------------------------|
 OM1168
 OM1168                          SUPERSEDED SURVEY CONTROL
 OM1168
 OM1168  ELLIP H (10/21/99)  269.24   (m)                       GP(       ) 4 1
 OM1168  NAD 83(1991)-  43 10 13.02124(N)    089 47 20.87443(W) AD(       ) 2
 OM1168  NAD 83(1986)-  43 10 13.01372(N)    089 47 20.87852(W) AD(       ) 2
 OM1168  NAD 27      -  43 10 13.04010(N)    089 47 20.43570(W) AD(       ) 2
 OM1168  NGVD 29 (07/12/88)  303.4    (m)          995.     (f) GPS OBS        
 OM1168
 OM1168.Superseded values are not recommended for survey control.
 OM1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1168.See file dsdata.txt to determine how the superseded data were derived.
 OM1168
 OM1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7328583502(NAD 83)
 OM1168_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM1168_SETTING: 66 = SET IN ROCK OUTCROP
 OM1168_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM1168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM1168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1168+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OM1168
 OM1168  HISTORY     - Date     Condition        Report By
 OM1168  HISTORY     - 1958     MONUMENTED       CGS
 OM1168  HISTORY     - 1971     GOOD             WI-025
 OM1168  HISTORY     - 1987     GOOD             NGS
 OM1168
 OM1168                          STATION DESCRIPTION
 OM1168
 OM1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1168'THE STATION IS ON A PROMINENT KNOLL ABOUT 1/2 MILE SOUTHEAST OF
 OM1168'MAZOMANIE.  IT IS IN THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4
 OM1168'OF SEC. 16, T 8 N, R 6 E, ON PROPERTY OWNED BY THE CITY OF
 OM1168'MAZOMANIE.  IT IS 43 FEET SOUTH OF A TRANSFORMER POLE AND 11
 OM1168'FEET WEST OF A WHITE WITNESS POST AND A POLE SUPPORTING A LARGE
 OM1168'WOODEN STAR.  THE MONUMENT IS 10 INCHES BELOW THE SURFACE OF
 OM1168'THE GROUND AND THE DISK IS STAMPED MAZOMANIE 1958
 OM1168'
 OM1168'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD Y AND U.S.
 OM1168'HIGHWAY 14 IN MAZOMANIE GO EAST ON U.S. 14 FOR 0.2 MILE TO CRAMER
 OM1168'STREET.* TURN RIGHT AND GO SOUTH ON SAND ROAD AND UP HILL
 OM1168'FOR 0.25 MILE TO THE TOP OF THE HILL AND STATION.
 OM1168'
 OM1168'*TO REACH THE AZIMUTH MARK FROM THIS POINT GO WEST ON U.S. HIGHWAY
 OM1168'14 FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT.
 OM1168'
 OM1168'REFERENCE MARK 1 IS 90 FEET SOUTH SOUTHWEST OF A TRANSFORMER
 OM1168'POLE, 76 FEET SOUTHWEST OF A WHITE WITNESS POST AND ON THE WEST
 OM1168'EDGE OF THE HILL.  THE DISK IS SET IN A DRILLED HOLE IN AN OUT
 OM1168'CROPPING ROCK AND THE DISK IS STAMPED MAZOMANIE NO 1 1958.
 OM1168'
 OM1168'REFERENCE MARK 2 IS 14 FEET SOUTHWEST OF A TRANSFORMER POLE
 OM1168'AND 48 FEET NORTHWEST OF A WHITE WITNESS POST AND POLE SUPPORTING
 OM1168'A LARGE WOODEN STAR.  THE DISK IS SET IN A DRILLED HOLE IN
 OM1168'OUT CROPPING BED ROCK AND IS STAMPED MAZOMANIE NO 2 1958.
 OM1168'
 OM1168'THE AZIMUTH MARK IS 2 FEET EAST OF A WHITE WITNESS POST, 49
 OM1168'FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 14, 64 FEET EAST
 OM1168'OF A GRAVELED DRIVEWAY AND 14 FEET SOUTHEAST OF A TELEPHONE
 OM1168'POLE WITH NUMBER L201 ON THE SIDE.  THE MONUMENT IS FLUSH
 OM1168'AND THE DISK IS STAMPED MAZOMANIE 1958.
 OM1168'
 OM1168'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OM1168
 OM1168                          STATION RECOVERY (1971)
 OM1168
 OM1168'RECOVERY NOTE BY DANE COUNTY WISCONSIN 1971 (ATS)
 OM1168'STATION FOUND IN GOOD CONDITION.
 OM1168
 OM1168                          STATION RECOVERY (1987)
 OM1168
 OM1168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 OM1168'THE STATION WAS RECOVERED AT THIS DATE.
 OM1168'REFERENCE MARKS WERE NOT SEARCHED FOR.
 OM1168'
 OM1168'THE STATION IS LOCATED IN THE TOWN OF MAZOMANIE.  OWNERSHIP--TOWN OF
 OM1168'MAZOMANIE, BETTY SCHLOUGH, CLERK, 133 CRECENT, MAZOMANIE WI 53560,
 OM1168'PHONE 608-795-2556/767-2761.
 OM1168'
 OM1168'TO REACH THE STATION FROM THE POST OFFICE IN MAZOMANIE, GO WEST ON
 OM1168'CRESCENT STREET FOR 0.1 KM (0.05 MI) TO BRODHEAD STREET.  TURN LEFT
 OM1168'AND GO SOUTH FOR 0.5 KM (0.3 MI) TO U.S. HIGHWAY 14.  TURN LEFT AND
 OM1168'GO EAST FOR 0.2 KM (0.1 MI) TO CRAMER STREET.  TURN RIGHT ONTO
 OM1168'CRAMER STREET AND GO SOUTH FOR 0.2 KM (0.1 MI) TO A CUL-DE-SAC AND
 OM1168'A DIRT ROAD GOING SOUTHEAST (4-WHEEL DRIVE).  TAKE STEEP DIRT ROAD
 OM1168'UPHILL FOR 0.2 KM (0.1 MI) TO TOP OF HILL AND STATION NEAR A POWER
 OM1168'POLE.
 OM1168'
 OM1168'THE STATION IS A STANDARD CGS DISK STAMPED---MAZOMANIE 1958---, SET
 OM1168'IN CONCRETE AND RECESSED 25 CM BELOW THE GROUND SURFACE.  LOCATED
 OM1168'13.3 METERS (43.6 FT) SOUTH OF A POWER POLE WITH TRANSFORMER, 7.3
 OM1168'METERS (23.9 FT) NORTH OF THE NORTHWEST CORNER OF A SQUARE CONCRETE
 OM1168'PAD, 1.7 METERS (5.5 FT) NORTHWEST OF A FIBERGLASS WITNESS POST AND
 OM1168'1.4 METERS (4.7 FT) WEST OF A POWER POLE.
 OM1168'
 OM1168'DANE COUNTY, WISCONSIN 1987.
 OM1168'
 OM1168'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM1168'
 OM1168'DESCRIBED BY D.A. BOWLING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5090 ***********************************************************************
 DH5090  DESIGNATION -  MAZOMANIE E GPS
 DH5090  PID         -  DH5090
 DH5090  STATE/COUNTY-  WI/ADAMS
 DH5090  USGS QUAD   -  BLACK EARTH (1982)
 DH5090
 DH5090                         *CURRENT SURVEY CONTROL
 DH5090  ___________________________________________________________________
 DH5090* NAD 83(1997)-  43 10 50.15877(N)    089 44 21.70980(W)     ADJUSTED  
 DH5090* NAVD 88     -                                                        
 DH5090  ___________________________________________________________________
 DH5090  X           -      21,190.821 (meters)                     COMP
 DH5090  Y           -  -4,658,356.701 (meters)                     COMP
 DH5090  Z           -   4,342,302.100 (meters)                     COMP
 DH5090  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 DH5090  ELLIP HEIGHT-         216.75  (meters)          (08/01/05) GPS OBS
 DH5090  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 DH5090
 DH5090  HORZ ORDER  -  FIRST
 DH5090  ELLP ORDER  -  SECOND    CLASS I
 DH5090
 DH5090.The horizontal coordinates were established by GPS observations
 DH5090.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5090
 DH5090
 DH5090.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5090
 DH5090.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5090
 DH5090.The ellipsoidal height was determined by GPS observations
 DH5090.and is referenced to NAD 83.
 DH5090
 DH5090.The geoid height was determined by GEOID03.
 DH5090
 DH5090;                    North         East     Units Scale Factor Converg.
 DH5090;SPC WI S     -   131,186.213   621,188.868   MT  0.99993993   +0 10 44.7
 DH5090;SPC WI S     -   430,400.10  2,038,017.14   sFT  0.99993993   +0 10 44.7
 DH5090;UTM  16      - 4,784,513.760   277,368.510   MT  1.00020976   -1 52 31.1
 DH5090
 DH5090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5090!SPC WI S     -   0.99996601  x   0.99993993  =   0.99990594
 DH5090!UTM  16      -   0.99996601  x   1.00020976  =   1.00017576
 DH5090
 DH5090                          SUPERSEDED SURVEY CONTROL
 DH5090
 DH5090.No superseded survey control is available for this station.
 DH5090
 DH5090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7736984514(NAD 83)
 DH5090_MARKER: DD = SURVEY DISK
 DH5090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5090_STAMPING: MAZOMANIE E GPS 2004
 DH5090_MARK LOGO: WIDT  
 DH5090_PROJECTION: FLUSH
 DH5090_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5090+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5090
 DH5090  HISTORY     - Date     Condition        Report By
 DH5090  HISTORY     - 2003     MONUMENTED       WIDT
 DH5090
 DH5090                          STATION DESCRIPTION
 DH5090
 DH5090'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5090'OWNERSHIP--DANE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5090'STATE  HIGHWAY 78 WITH STATE HIGHWAY 19  EAST ABOUT 2 MI NORTHEAST OF
 DH5090'THE VILLAGE OF MAZOMANIE, GO EAST ON STATE HIGHWAY 19 FOR  1.0 MI TO
 DH5090'COUNTY HIGHWAY F ON THE RIGHT, TURN RIGHT AND GO SOUTH ON COUNTY
 DH5090'HIGHWAY F  FOR 0.1 MI TO THE STATION ON THE RIGHT.  THE STATION IS A
 DH5090'BRONZE WISCONSIN DEPARTMNET OF  TRANSPORTATION GEODETIC SURVEY CONTROL
 DH5090'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER  CONCTERE POST ABOUT
 DH5090'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 9.1 M WEST OF THE
 DH5090'CENTERLINE OF COUNTY HIGHWAY F, 34.4 M  SOUTHWEST OF A POWER POLE,
 DH5090'21.7 M WEST-NORTHWEST OF A POWER POLE, 2.0 M EAST OF A  CULTIVATED
 DH5090'FIELD, 1.0 M EAST OF AN ORANGE 4X4 PLASTIC WITNESS POST, 1.0 M
 DH5090'SOUTHWEST OF AN  ORANGE 4X4 PLASTIC WITNESS POST AND 1.0 MNORTHWEST OF
 DH5090'AN ORANGE 4X4 PLASTIC WITNESS  POST.  ---NOTE---THSI STATION HAS NO
 DH5090'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15  DEGREES ABOVE THE
 DH5090'HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5093 ***********************************************************************
 DH5093  DESIGNATION -  MAZOMANIE GPS
 DH5093  PID         -  DH5093
 DH5093  STATE/COUNTY-  WI/DANE
 DH5093  USGS QUAD   -  MAZOMANIE (1962)
 DH5093
 DH5093                         *CURRENT SURVEY CONTROL
 DH5093  ___________________________________________________________________
 DH5093* NAD 83(1997)-  43 13 21.24660(N)    089 47 39.48974(W)     ADJUSTED  
 DH5093* NAVD 88     -                                                        
 DH5093  ___________________________________________________________________
 DH5093  X           -      16,712.550 (meters)                     COMP
 DH5093  Y           -  -4,655,163.203 (meters)                     COMP
 DH5093  Z           -   4,345,682.477 (meters)                     COMP
 DH5093  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 DH5093  ELLIP HEIGHT-         189.68  (meters)          (08/01/05) GPS OBS
 DH5093  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 DH5093
 DH5093  HORZ ORDER  -  FIRST
 DH5093  ELLP ORDER  -  SECOND    CLASS I
 DH5093
 DH5093.The horizontal coordinates were established by GPS observations
 DH5093.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5093
 DH5093
 DH5093.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5093
 DH5093.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5093
 DH5093.The ellipsoidal height was determined by GPS observations
 DH5093.and is referenced to NAD 83.
 DH5093
 DH5093.The geoid height was determined by GEOID03.
 DH5093
 DH5093;                    North         East     Units Scale Factor Converg.
 DH5093;SPC WI S     -   135,836.022   616,711.027   MT  0.99993739   +0 08 28.8
 DH5093;SPC WI S     -   445,655.35  2,023,326.09   sFT  0.99993739   +0 08 28.8
 DH5093;UTM  16      - 4,789,322.516   273,059.073   MT  1.00023359   -1 54 52.0
 DH5093
 DH5093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5093!SPC WI S     -   0.99997026  x   0.99993739  =   0.99990765
 DH5093!UTM  16      -   0.99997026  x   1.00023359  =   1.00020384
 DH5093
 DH5093                          SUPERSEDED SURVEY CONTROL
 DH5093
 DH5093.No superseded survey control is available for this station.
 DH5093
 DH5093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7305989323(NAD 83)
 DH5093_MARKER: DD = SURVEY DISK
 DH5093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5093_STAMPING: MAZOMANIE GPS 2004
 DH5093_MARK LOGO: WIDT  
 DH5093_PROJECTION: FLUSH
 DH5093_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5093+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5093
 DH5093  HISTORY     - Date     Condition        Report By
 DH5093  HISTORY     - 2003     MONUMENTED       WIDT
 DH5093
 DH5093                          STATION DESCRIPTION
 DH5093
 DH5093'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5093'OWNERSHIP--DANE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5093'STATE HIGHWAY 78  WITH COUNTY HIGHWAY Y ABOUT 2 MI SOUTH OF THE
 DH5093'VILLAGE OF SAUK CITY, GO SOUTHWEST ON  COUNTY HIGHWAY Y FOR 3.7 MI TO
 DH5093'LAW DRIVE ON THE RIGHT AND OLD COUNTY HIGHWAY Y ON THE  LEFT, CONTINUE
 DH5093'SOUTHWEST FOR 0.8 MI TO THE STATION ON THE LEFT.  THE STATION IS A
 DH5093'BRONZE  WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DH5093'STATION DISK SET IN  THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT
 DH5093'LEVEL WITH THE HIGHWAY PAVEMENT.  THE  STATION IS 10.5 M EAST OF THE
 DH5093'CENTERLINE OF COUNTY HIGHWAY Y, 60 M SOUTHEAST OF THE  EASTERN WOOD
 DH5093'POST FOR A --MAZOMANIE UNIT LOWER WISCONSIN STATE RIVERWAY DEPARTMENT
 DH5093'OF NATURAL RESOURCES-- SIGN, 10.6 M NORTHEAST OF TELEPHONE PEDESTAL
 DH5093'--L 700 125--, 1 M  WEST OF A CULTIVATED FIELD, 0.8 M WEST OF AN
 DH5093'ORANGE 4X4 PLASTIC WITNESS POST, 1.0 M  SOUTHEAST OF AN ORANGE 4X4
 DH5093'PLASTIC WITNESS POST AND 0.8 M WEST OF AN ORANGE 4X4 PLASTIC  WITNESS
 DH5093'POST.  ---NOTE---  THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DH5093'HIGHER THAN  15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5046 ***********************************************************************
 DH5046  DESIGNATION -  MAZOMANIE S GPS
 DH5046  PID         -  DH5046
 DH5046  STATE/COUNTY-  WI/DANE
 DH5046  USGS QUAD   -  MAZOMANIE (1962)
 DH5046
 DH5046                         *CURRENT SURVEY CONTROL
 DH5046  ___________________________________________________________________
 DH5046* NAD 83(1997)-  43 10 05.13951(N)    089 49 06.94233(W)     ADJUSTED  
 DH5046* NAVD 88     -                                                        
 DH5046  ___________________________________________________________________
 DH5046  X           -      14,751.984 (meters)                     COMP
 DH5046  Y           -  -4,659,320.523 (meters)                     COMP
 DH5046  Z           -   4,341,277.968 (meters)                     COMP
 DH5046  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 DH5046  ELLIP HEIGHT-         200.79  (meters)          (08/01/05) GPS OBS
 DH5046  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 DH5046
 DH5046  HORZ ORDER  -  FIRST
 DH5046  ELLP ORDER  -  SECOND    CLASS I
 DH5046
 DH5046.The horizontal coordinates were established by GPS observations
 DH5046.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5046
 DH5046
 DH5046.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5046
 DH5046.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5046
 DH5046.The ellipsoidal height was determined by GPS observations
 DH5046.and is referenced to NAD 83.
 DH5046
 DH5046.The geoid height was determined by GEOID03.
 DH5046
 DH5046;                    North         East     Units Scale Factor Converg.
 DH5046;SPC WI S     -   129,779.930   614,750.660   MT  0.99994079   +0 07 28.7
 DH5046;SPC WI S     -   425,786.32  2,016,894.46   sFT  0.99994079   +0 07 28.7
 DH5046;UTM  16      - 4,783,338.809   270,882.171   MT  1.00024582   -1 55 45.0
 DH5046
 DH5046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5046!SPC WI S     -   0.99996851  x   0.99994079  =   0.99990930
 DH5046!UTM  16      -   0.99996851  x   1.00024582  =   1.00021433
 DH5046
 DH5046                          SUPERSEDED SURVEY CONTROL
 DH5046
 DH5046.No superseded survey control is available for this station.
 DH5046
 DH5046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7088283339(NAD 83)
 DH5046_MARKER: DD = SURVEY DISK
 DH5046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5046_STAMPING: MAZOMANIE S GPS 2004
 DH5046_MARK LOGO: WIDT  
 DH5046_PROJECTION: FLUSH
 DH5046_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5046+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2006
 DH5046
 DH5046  HISTORY     - Date     Condition        Report By
 DH5046  HISTORY     - 2003     MONUMENTED       WIDT
 DH5046  HISTORY     - 20051227 GOOD             WIDT
 DH5046  HISTORY     - 20060308 GOOD             WIDT
 DH5046
 DH5046                          STATION DESCRIPTION
 DH5046
 DH5046'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5046'OWNERSHIP--TOWN OF MAZOMANIE.  TO REACH THE STATION FROM THE JUNCTION
 DH5046'OF US HIGHWAY  14 WITH COUNTY HIGHWAY K ABOUT 3 MI WEST OF THE VILLAGE
 DH5046'OF MAZOMANIE, GO EAST ON US  HIGHWAY 14 FOR 1.5 MI TO MANHOCKER ROAD,
 DH5046'TURN LEFT AND GO NORTH ON MANHOCKER ROAD  FOR 0.1 MI TO THE STATION ON
 DH5046'THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH5046'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH5046'A 41-CM DIAMETER  CONCRETE POST ABOUT LEVEL WITH THE ROAD PAVEMENT.
 DH5046'THE STATION IS 6.1 M WEST OF THE  CENTERLINE OF MANHOCKER ROAD, 38.5 M
 DH5046'SOUTHWEST OF POWER POLE --8-6-17 0/23--, 32.1 M  NORTHWEST OF POWER
 DH5046'POLE --8-6-17 0/21--, 1 M EAST OF A CULTIVATED FIELD, 1.0 M NORTH OF
 DH5046'AN  ORANGE 4X4 PLASTIC WITNESS POST AND 1.0 M SOUTH OF AN ORANGE 4X4
 DH5046'PLASTIC WITNESS POST.   ---NOTE---THIS STATION HAS NO VISIBLE
 DH5046'OBSTRUCTIONS EXTENDING HIGHER THAN 15DEGREES  ABOVE THE HORIZON.
 DH5046
 DH5046                          STATION RECOVERY (2005)
 DH5046
 DH5046'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5046'RECOVERED AS DESCRIBED.
 DH5046
 DH5046                          STATION RECOVERY (2006)
 DH5046
 DH5046'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (GRH)
 DH5046'THE NAME OF THE LOCAL ROAD ON WHICH THIS MARK IS LOCATED IS MISPELLED
 DH5046'3 TIMES IN THE TO REACH DESCRIPTION. THE PROPER SPELLING IS MAHOCKER
 DH5046'RD (MANHOCKER IS INCORRECT).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0622 ***********************************************************************
 QM0622  DESIGNATION -  MC CASLIN LOOKOUT
 QM0622  PID         -  QM0622
 QM0622  STATE/COUNTY-  WI/FOREST
 QM0622  USGS QUAD   -  MC CASLIN MOUNTAIN (1972)
 QM0622
 QM0622                         *CURRENT SURVEY CONTROL
 QM0622  ___________________________________________________________________
 QM0622* NAD 83(1991)-  45 22 51.31084(N)    088 27 11.28910(W)     ADJUSTED  
 QM0622* NAVD 88     -                                                        
 QM0622  ___________________________________________________________________
 QM0622  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 QM0622  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 QM0622
 QM0622  HORZ ORDER  -  THIRD
 QM0622
 QM0622.The horizontal coordinates were established by classical geodetic methods
 QM0622.and adjusted by the National Geodetic Survey in November 1991..
 QM0622
 QM0622
 QM0622.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0622
 QM0622.The geoid height was determined by GEOID03.
 QM0622
 QM0622;                    North         East     Units Scale Factor Converg.
 QM0622;SPC WI N     -    24,992.829   721,151.548   MT  1.00003889   +1 06 57.1
 QM0622;SPC WI N     -    81,997.31  2,365,978.04   sFT  1.00003889   +1 06 57.1
 QM0622;SPC WI C     -   173,124.899   721,144.684   MT  0.99997950   +1 05 29.2
 QM0622;SPC WI C     -   567,993.94  2,365,955.52   sFT  0.99997950   +1 05 29.2
 QM0622;UTM  16      - 5,026,294.170   386,232.221   MT  0.99975914   -1 02 04.0
 QM0622
 QM0622                          SUPERSEDED SURVEY CONTROL
 QM0622
 QM0622  NAD 83(1986)-  45 22 51.31885(N)    088 27 11.30245(W) AD(       ) 4
 QM0622  NAD 27      -  45 22 51.44000(N)    088 27 10.92000(W) AD(       ) 3
 QM0622
 QM0622.Superseded values are not recommended for survey control.
 QM0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0622.See file dsdata.txt to determine how the superseded data were derived.
 QM0622
 QM0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8623226294(NAD 83)
 QM0622_MARKER: 57 = LOOKOUT TOWER
 QM0622
 QM0622  HISTORY     - Date     Condition        Report By
 QM0622  HISTORY     - 1934     FIRST OBSERVED   CGS
 QM0622  HISTORY     - 20020921 MARK NOT FOUND   GEOCAC
 QM0622
 QM0622                          STATION DESCRIPTION
 QM0622
 QM0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QM0622'THIS STATION IS THE CENTER OF THE MC CASLIN FIRE LOOKOUT
 QM0622'TOWER IN THE NICOLET NATIONAL FOREST.  IT IS A STANDARD
 QM0622'SQUARE SKELETON STEEL TOWER WITH AN ENCLOSED CABIN AT THE
 QM0622'TOP.  IT WAS ERECTED IN 1934.
 QM0622'
 QM0622'THE TOWER IS ABOUT 8-1/2 MILES EAST OF CARTER, AND ABOUT
 QM0622'6 MILES NORTHEAST OF LAKEWOOD, ABOUT AT THE CENTER OF THE
 QM0622'SOUTHEAST QUARTER SEC. 35, T. 34 N., R. 16 E., AND ABOUT
 QM0622'1/4 MILE NORTH OF THE FOREST-OCONTO COUNTY LINE.
 QM0622
 QM0622                          STATION RECOVERY (2002)
 QM0622
 QM0622'RECOVERY NOTE BY GEOCACHING 2002 (RFC)
 QM0622'FOUND ONLY CONCRETE FOOTINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1381 ***********************************************************************
 NH1381  DESIGNATION -  MC FARLAND RAD WKOW N MAST
 NH1381  PID         -  NH1381
 NH1381  STATE/COUNTY-  WI/DANE
 NH1381  USGS QUAD   -  RUTLAND (1982)
 NH1381
 NH1381                         *CURRENT SURVEY CONTROL
 NH1381  ___________________________________________________________________
 NH1381* NAD 83(1991)-  42 59 48.11221(N)    089 18 53.35957(W)     ADJUSTED  
 NH1381* NAVD 88     -                                                        
 NH1381  ___________________________________________________________________
 NH1381  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 NH1381  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 NH1381
 NH1381  HORZ ORDER  -  THIRD
 NH1381
 NH1381.The horizontal coordinates were established by classical geodetic methods
 NH1381.and adjusted by the National Geodetic Survey in November 1991..
 NH1381
 NH1381
 NH1381.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1381
 NH1381.The geoid height was determined by GEOID03.
 NH1381
 NH1381;                    North         East     Units Scale Factor Converg.
 NH1381;SPC WI S     -   110,953.229   655,870.048   MT  0.99995733   +0 28 14.8
 NH1381;SPC WI S     -   364,019.05  2,151,800.32   sFT  0.99995733   +0 28 14.8
 NH1381;UTM  16      - 4,763,048.232   311,308.890   MT  1.00003802   -1 34 44.7
 NH1381
 NH1381                          SUPERSEDED SURVEY CONTROL
 NH1381
 NH1381  NAD 83(1986)-  42 59 48.10387(N)    089 18 53.36110(W) AD(       ) 4
 NH1381  NAD 27      -  42 59 48.10800(N)    089 18 52.93200(W) AD(       ) 3
 NH1381
 NH1381.Superseded values are not recommended for survey control.
 NH1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1381.See file dsdata.txt to determine how the superseded data were derived.
 NH1381
 NH1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1130963048(NAD 83)
 NH1381_MARKER: 42 = RADIO/TV MAST
 NH1381
 NH1381  HISTORY     - Date     Condition        Report By
 NH1381  HISTORY     - 1958     FIRST OBSERVED   CGS
 NH1381  HISTORY     - 20021227 GOOD             USPSQD
 NH1381
 NH1381                          STATION DESCRIPTION
 NH1381
 NH1381'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 NH1381'THE STATION IS THE CENTER OF THE TOP OF THE MOST NORTHERLY
 NH1381'ONE OF SIX MASTS LOCATED 0.45 MILE WEST OF U.S. HIGHWAY 51
 NH1381'AND 325 FEET SOUTH OF CRESCENT BEACH ROAD.  IT IS A GUYED
 NH1381'STEEL STRUCTURE PAINTED IN ALTERNATE SECTIONS OF INTERNATIONAL
 NH1381'RED AND WHITE.  THE OVERALL HEIGHT IS 257 FEET.
 NH1381
 NH1381                          STATION RECOVERY (2002)
 NH1381
 NH1381'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 NH1381'RECOVERED IN GOOD CONDITION.  GO SOUTH ABOUT 1 MILE FROM THE JUNCTION
 NH1381'OF HIGHWAY 51 AND FARWELL STREET (COUNTY HIGHWAY MM) IN MC FARLAND ON
 NH1381'HIGHWAY 51 TO EAST TOWER ROAD.  TURN WEST ON EAST TOWER ROAD FOR 0.4
 NH1381'MILE TO THE STATION ON THE LEFT, ABOUT 400 FEET SOUTHEAST OF THE
 NH1381'RESIDENCE AT 4039 EAST TOWER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0126 ***********************************************************************
 QN0126  DESIGNATION -  MCCANN
 QN0126  PID         -  QN0126
 QN0126  STATE/COUNTY-  WI/TAYLOR
 QN0126  USGS QUAD   -  GILMAN (1981)
 QN0126
 QN0126                         *CURRENT SURVEY CONTROL
 QN0126  ___________________________________________________________________
 QN0126* NAD 83(1991)-  45 10 50.13063(N)    090 49 38.07239(W)     ADJUSTED  
 QN0126* NAVD 88     -       378.143  (meters)    1240.62   (feet)  ADJUSTED  
 QN0126  ___________________________________________________________________
 QN0126  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 QN0126  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 QN0126  DYNAMIC HT  -         378.117 (meters)    1240.54  (feet)  COMP
 QN0126  MODELED GRAV-     980,536.6   (mgal)                       NAVD 88
 QN0126
 QN0126  HORZ ORDER  -  FIRST
 QN0126  VERT ORDER  -  FIRST     CLASS II
 QN0126
 QN0126.The horizontal coordinates were established by classical geodetic methods
 QN0126.and adjusted by the National Geodetic Survey in November 1991..
 QN0126
 QN0126.The orthometric height was determined by differential leveling
 QN0126.and adjusted by the National Geodetic Survey in June 1991..
 QN0126
 QN0126.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0126
 QN0126.The geoid height was determined by GEOID03.
 QN0126
 QN0126.The dynamic height is computed by dividing the NAVD 88
 QN0126.geopotential number by the normal gravity value computed on the
 QN0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0126.degrees latitude (g = 980.6199 gals.).
 QN0126
 QN0126.The modeled gravity was interpolated from observed gravity values.
 QN0126
 QN0126;                    North         East     Units Scale Factor Converg.
 QN0126;SPC WI C     -   150,039.053   534,983.845   MT  0.99995480   -0 35 01.3
 QN0126;SPC WI C     -   492,253.13  1,755,192.83   sFT  0.99995480   -0 35 01.3
 QN0126;UTM  15      - 5,005,308.677   670,707.542   MT  0.99995832   +1 32 29.7
 QN0126
 QN0126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0126!SPC WI C     -   0.99994554  x   0.99995480  =   0.99990035
 QN0126!UTM  15      -   0.99994554  x   0.99995832  =   0.99990387
 QN0126
 QN0126|---------------------------------------------------------------------|
 QN0126| PID    Reference Object                     Distance      Geod. Az  |
 QN0126|                                                           dddmmss.s |
 QN0126| CJ5718 MCCANN RM                            15.444 METERS 18703     |
 QN0126|---------------------------------------------------------------------|
 QN0126
 QN0126                          SUPERSEDED SURVEY CONTROL
 QN0126
 QN0126  NAD 83(1986)-  45 10 50.12308(N)    090 49 38.07951(W) AD(       ) 1
 QN0126  NAD 27      -  45 10 50.21700(N)    090 49 37.61700(W) AD(       ) 1
 QN0126  NGVD 29 (??/??/92)  378.151  (m)         1240.65   (f) ADJ UNCH    1 2
 QN0126
 QN0126.Superseded values are not recommended for survey control.
 QN0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0126.See file dsdata.txt to determine how the superseded data were derived.
 QN0126
 QN0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL7070805309(NAD 83)
 QN0126_MARKER: DS = TRIANGULATION STATION DISK
 QN0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0126_STAMPING: MC CANN 1921
 QN0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0126+STABILITY: SURFACE MOTION
 QN0126
 QN0126  HISTORY     - Date     Condition        Report By
 QN0126  HISTORY     - 1921     MONUMENTED       CGS
 QN0126  HISTORY     - 1930     GOOD             CGS
 QN0126  HISTORY     - 1930     GOOD             NGS
 QN0126  HISTORY     - 1934     GOOD             NGS
 QN0126
 QN0126                          STATION DESCRIPTION
 QN0126
 QN0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0126'STATION IS LOCATED ABOUT 1-1/4 MILES N OF GILMAN, ON THE E SIDE
 QN0126'OF THE TRACK OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QN0126'MARIE RAILWAY.  IT IS 350 METERS N OF MILEPOST 329, 300
 QN0126'METERS N OF STATION ONE MILE SIGN, 150 METERS N OF WHISTLE
 QN0126'POST, AND 6.100 METERS (20.02 FEET) E OF THE E RAIL.  REFERENCE
 QN0126'MARK IS ON SAME SIDE OF TRACK.
 QN0126'
 QN0126'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 QN0126'DISKS SET IN CONCRETE.
 QN0126
 QN0126                          STATION RECOVERY (1930)
 QN0126
 QN0126'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 QN0126'THE MARK WAS FOUND AS DESCRIBED IN GOOD CONDITION.  THE
 QN0126'DESCRIPTION IS ADEQUATE.
 QN0126
 QN0126                          STATION RECOVERY (1930)
 QN0126
 QN0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1930
 QN0126'1.2 MI N FROM GILMAN.
 QN0126'1.2 MILES NORTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QN0126'MARIE RAILWAY FROM THE STATION AT GILMAN, TAYLOR COUNTY, 0.2
 QN0126'MILE NORTH OF MILEPOST 329, 985 FEET SOUTH OF A STATION-ONE-MILE
 QN0126'SIGN, 492 FEET NORTH OF A WHISTLE POST, AND 20 FEET EAST OF THE
 QN0126'EAST RAIL.  A STANDARD TRIANGULATION-STATION DISK, STAMPED
 QN0126'MC CANN 1921 AND SET IN THE TOP OF A CONCRETE POST.
 QN0126
 QN0126                          STATION RECOVERY (1934)
 QN0126
 QN0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QN0126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0387 ***********************************************************************
 QM0387  DESIGNATION -  MCCORD
 QM0387  PID         -  QM0387
 QM0387  STATE/COUNTY-  WI/ONEIDA
 QM0387  USGS QUAD   -  TRIPOLI (1971)
 QM0387
 QM0387                         *CURRENT SURVEY CONTROL
 QM0387  ___________________________________________________________________
 QM0387* NAD 83(1991)-  45 33 29.39380(N)    089 54 25.71994(W)     ADJUSTED  
 QM0387* NAVD 88     -       453.531  (meters)    1487.96   (feet)  ADJUSTED  
 QM0387  ___________________________________________________________________
 QM0387  LAPLACE CORR-          -4.76  (seconds)                    DEFLEC99
 QM0387  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 QM0387  DYNAMIC HT  -         453.516 (meters)    1487.91  (feet)  COMP
 QM0387  MODELED GRAV-     980,566.1   (mgal)                       NAVD 88
 QM0387
 QM0387  HORZ ORDER  -  FIRST
 QM0387  VERT ORDER  -  FIRST     CLASS II
 QM0387
 QM0387.The horizontal coordinates were established by classical geodetic methods
 QM0387.and adjusted by the National Geodetic Survey in November 1991..
 QM0387
 QM0387.The orthometric height was determined by differential leveling
 QM0387.and adjusted by the National Geodetic Survey in June 1991..
 QM0387
 QM0387.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0387
 QM0387.The geoid height was determined by GEOID03.
 QM0387
 QM0387.The dynamic height is computed by dividing the NAVD 88
 QM0387.geopotential number by the normal gravity value computed on the
 QM0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0387.degrees latitude (g = 980.6199 gals.).
 QM0387
 QM0387.The modeled gravity was interpolated from observed gravity values.
 QM0387
 QM0387;                    North         East     Units Scale Factor Converg.
 QM0387;SPC WI N     -    43,516.879   607,249.945   MT  1.00000155   +0 04 01.1
 QM0387;SPC WI N     -   142,771.63  1,992,285.86   sFT  1.00000155   +0 04 01.1
 QM0387;SPC WI C     -   191,674.267   607,250.018   MT  1.00001160   +0 03 55.9
 QM0387;SPC WI C     -   628,851.32  1,992,286.10   sFT  1.00001160   +0 03 55.9
 QM0387;UTM  16      - 5,049,069.897   273,109.859   MT  1.00023296   -2 04 35.3
 QM0387
 QM0387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0387!SPC WI N     -   0.99993376  x   1.00000155  =   0.99993531
 QM0387!SPC WI C     -   0.99993376  x   1.00001160  =   0.99994536
 QM0387!UTM  16      -   0.99993376  x   1.00023296  =   1.00016671
 QM0387
 QM0387|---------------------------------------------------------------------|
 QM0387| PID    Reference Object                     Distance      Geod. Az  |
 QM0387|                                                           dddmmss.s |
 QM0387| CJ5719 MCCORD RM 1                           8.842 METERS 00806     |
 QM0387| QM0390 COLE                                APPROX. 0.9 KM 1042931.1 |
 QM0387| CJ5720 MCCORD RM 2                           5.570 METERS 10956     |
 QM0387|---------------------------------------------------------------------|
 QM0387
 QM0387                          SUPERSEDED SURVEY CONTROL
 QM0387
 QM0387  NAD 83(1986)-  45 33 29.38981(N)    089 54 25.71752(W) AD(       ) 1
 QM0387  NAD 27      -  45 33 29.48200(N)    089 54 25.21400(W) AD(       ) 1
 QM0387  NGVD 29 (??/??/92)  453.527  (m)         1487.95   (f) ADJ UNCH    1 2
 QM0387
 QM0387.Superseded values are not recommended for survey control.
 QM0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0387.See file dsdata.txt to determine how the superseded data were derived.
 QM0387
 QM0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR7311049070(NAD 83)
 QM0387_MARKER: DS = TRIANGULATION STATION DISK
 QM0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0387_STAMPING: MCCORD 1921
 QM0387_MARK LOGO: CGS   
 QM0387_PROJECTION: PROJECTING 10 CENTIMETERS
 QM0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0387+STABILITY: SURFACE MOTION
 QM0387_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0387+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2005
 QM0387
 QM0387  HISTORY     - Date     Condition        Report By
 QM0387  HISTORY     - 1921     MONUMENTED       CGS
 QM0387  HISTORY     - 1952     GOOD             CGS
 QM0387  HISTORY     - 1971     GOOD             NGS
 QM0387  HISTORY     - 1971     GOOD             NGS
 QM0387  HISTORY     - 1985     GOOD             NGS
 QM0387  HISTORY     - 20030821 GOOD             USPSQD
 QM0387  HISTORY     - 20050817 GOOD             WIDT
 QM0387
 QM0387                          STATION DESCRIPTION
 QM0387
 QM0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QM0387'THIS STATION IS 1/8 MILE W OF MC CORD, ON THE N SIDE OF TRACK,
 QM0387'ON THE EXTENSION OF N RAIL FROM THE E, AND OF THE S RAIL
 QM0387'FROM THE W.  IT IS 50 METERS W OF MILEPOST 190, AND 9.78
 QM0387'METERS (32.09 FEET) N OF MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QM0387'MARIE RAILWAY.
 QM0387'
 QM0387'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS
 QM0387'SET IN CONCRETE.
 QM0387
 QM0387                          STATION RECOVERY (1952)
 QM0387
 QM0387'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QM0387'STATION MARK RECOVERED IN GOOD CONDITION.  IT IS 31.5 FEET
 QM0387'N OF N RAIL, 50 METERS WNW OF RAILROAD MILEPOST 190.  THE
 QM0387'RAILROAD STATION AT MC CORD HAS BEEN REMOVED.
 QM0387
 QM0387                          STATION RECOVERY (1971)
 QM0387
 QM0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 QM0387'THE STATION MARK WAS FOUND IN GOOD CONDITION.  REFERENCE
 QM0387'MARKS 1 AND 2 WERE SET.  A NEW DESCRIPTION FOLLOWS--
 QM0387'
 QM0387'THE STATION IS LOCATED ABOUT 4 MILES EAST OF TRIPOLI, 31 FEET
 QM0387'NORTH OF THE NORTH RAIL OF RAILROAD, 1 FOOT SOUTH OF A METAL
 QM0387'WITNESS POST, 29 FEET SOUTH OF A WITNESS POST, ABOUT 150
 QM0387'FEET NORTHWEST OF MILEPOST 190, ABOUT 500 FEET EAST OF RAILROAD
 QM0387'TRESTLE AND ON THE EXTENSION OF THE NORTH RAIL FROM THE EAST
 QM0387'AND THE SOUTH RAIL FROM THE WEST.  THE MONUMENT PROJECTS 2
 QM0387'INCHES AND THE DISK IS STAMPED MC CORD 1921.
 QM0387'
 QM0387'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 QM0387'8 AND WILLOW RD. AT THE EAST EDGE OF TRIPOLI, GO EAST ON
 QM0387'HIGHWAY 8 FOR 0.8 MILE TO THE JUNCTION OF COUNTY RD. T.  CONTINUE
 QM0387'EAST ON THE HIGHWAY FOR 3.45 MILES TO A SIDE ROAD LEFT.  TURN
 QM0387'LEFT AND GO NORTH ON PAVED ROAD FOR 0.1 MILE TO RAILROAD
 QM0387'CROSSING.  CROSS RAILROAD THEN TURN LEFT AND GO WEST ALONG NORTH
 QM0387'SIDE OF TRACKS ON GRADED ROAD FOR 0.3 MILE TO POINT WHERE
 QM0387'ROAD TURN NORTH.  CONTINUE WEST ALONG NORTH SIDE OF
 QM0387'TRACKS FOR ABOUT 500 FEET TO THE STATION.
 QM0387'
 QM0387'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MC CORD NO 1
 QM0387'1921 1971 SET IN THE TOP OF A CONCRETE FILLED 4 INCH ORANGBURG
 QM0387'PIPE WHICH PROJECTS 6 INCHES, 60 FEET NORTH OF THE NORTH
 QM0387'RAIL, 28 FEET NORTH OF METAL WITNESS POST AND 1 FOOT EAST
 QM0387'OF A METAL WITNESS POST.
 QM0387'
 QM0387'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MC CORD NO 2
 QM0387'1921 1971 SET IN THE TOP OF A CONCRETE FILLED 4 INCH ORANGBURG
 QM0387'PIPE WHICH PROJECTS 6 INCHES, 26 FEET NORTH OF NORTH RAIL,
 QM0387'38 FEET SOUTHEAST OF METAL WITNESS POST AND 18 FEET EAST
 QM0387'OF A WITNESS POST.
 QM0387'
 QM0387'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 QM0387'
 QM0387'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4
 QM0387'MILES EAST OF TRIPOLI
 QM0387
 QM0387                          STATION RECOVERY (1971)
 QM0387
 QM0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 QM0387'4 MI E FROM TRIPOLI.
 QM0387'0.8 MILES EAST ALONG U.S. HIGHWAY 8 FROM THE INTERSECTION OF
 QM0387'WILLOW RD. AT EAST EDGE OF TRIPOLI TO JUNCTION OF COUNTY RD.
 QM0387'T, THENCE EAST ALONG HIGHWAY 3.45 MILES TO ROAD LEFT.  THENCE
 QM0387'NORTH ON PAVED ROAD FOR 0.1 MILE TO RAILROAD CROSSING, THENCE
 QM0387'WEST ALONG NORTH SIDE OF TRACKS ON GRADED ROAD FOR 0.3 MILE
 QM0387'TO POINT WHERE ROAD TURNS NORTH, THENCE WEST ALONG NORTH SIDE
 QM0387'OF TRACKS ABOUT 500 FEET TO MARK, 31 FEET NORTH OF NORTH RAIL,
 QM0387'1 FOOT SOUTH OF METAL WITNESS POST, 29 FEET SOUTH OF WITNESS
 QM0387'POST, ABOUT 150 FEET NORTHWEST OF MILEPOST 190 AND ABOUT 500
 QM0387'FEET EAST OF RAILROAD TRESTLE.  SET IN THE TOP OF A SQUARE
 QM0387'CONCRETE POST PROJECTING 2 INCHES.
 QM0387
 QM0387                          STATION RECOVERY (1985)
 QM0387
 QM0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0387'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  30.8 KM
 QM0387'(19.15 MI) EASTERLY ALONG U.S. HIGHWAY 8 FROM ITS JUNCTION WITH COUNTY
 QM0387'ROAD A IN PRENTICE, THENCE 0.2 KM (0.1 MI) NORTH ALONG MCCORD ROAD,
 QM0387'THENCE 0.5 KM (0.3 MI) NORTHWEST ALONG THE SOO LINE RAILROAD, 45.7 M
 QM0387'(149.9 FT) NORTHWEST OF MILEPOST 190, 9.8 M (32.2 FT) NORTH OF THE
 QM0387'NEAR RAIL, AND 5.6 M (18.4 FT) WEST OF MCCORD RM 2.
 QM0387'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 QM0387'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 QM0387
 QM0387                          STATION RECOVERY (2003)
 QM0387
 QM0387'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 QM0387'THE STATION, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE RECOVERED IN
 QM0387'GOOD CONDITION.  FROM THE JUNCTION OF THE RAILROAD TRACKS CROSSING
 QM0387'MCCORD ROAD 0.1 MILE NORTH OF HIGHWAY 8, FOLLOW A GRAVEL DRIVEWAY TO
 QM0387'THE NORTHWEST PARALLEL TO THE TRACKS FOR 0.2 MILES AND THEN PACK THE
 QM0387'REMAINING 0.1 MILE TO THE STATION ON THE RIGHT.
 QM0387'REFERENCE MARK 1 IS SET IN A 4 INCH DIAMETER PLASTIC PIPE THAT
 QM0387'PROJECTS 5 INCHES.
 QM0387'REFERENCE MARK 2 IS SET IN A 4 INCH DIAMETER PLASTIC PIPE THAT
 QM0387'PROJECTS 5 INCHES.  THERE IS NO WITNESS POST FOR RM 2.
 QM0387' 
 QM0387
 QM0387                          STATION RECOVERY (2005)
 QM0387
 QM0387'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0387'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0388 ***********************************************************************
 QM0388  DESIGNATION -  MCCORD RM 1
 QM0388  PID         -  QM0388
 QM0388  STATE/COUNTY-  WI/ONEIDA
 QM0388  USGS QUAD   -  TRIPOLI (1971)
 QM0388
 QM0388                         *CURRENT SURVEY CONTROL
 QM0388  ___________________________________________________________________
 QM0388* NAD 83(1986)-  45 33 29.     (N)    089 54 26.     (W)     SCALED    
 QM0388* NAVD 88     -       454.42   (+/-2cm)    1490.9    (feet)  VERTCON   
 QM0388  ___________________________________________________________________
 QM0388  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 QM0388
 QM0388  VERT ORDER  -  THIRD (See Below)
 QM0388
 QM0388.The horizontal coordinates were scaled from a topographic map and have
 QM0388.an estimated accuracy of +/- 6 seconds.
 QM0388
 QM0388.The NAVD 88 height was computed by applying the VERTCON shift value to
 QM0388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QM0388.The vertical order pertains to the NGVD 29 superseded value.
 QM0388
 QM0388.The geoid height was determined by GEOID03.
 QM0388
 QM0388;                    North         East    Units  Estimated Accuracy
 QM0388;SPC WI N     -    43,510.      607,240.      MT  (+/- 180 meters Scaled)
 QM0388
 QM0388                          SUPERSEDED SURVEY CONTROL
 QM0388
 QM0388  NGVD 29 (09/01/04)  454.42   (m)         1490.9    (f) RESET       3  
 QM0388
 QM0388.Superseded values are not recommended for survey control.
 QM0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0388.See file dsdata.txt to determine how the superseded data were derived.
 QM0388
 QM0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR731490(NAD 83)
 QM0388_MARKER: DR = REFERENCE MARK DISK
 QM0388_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QM0388_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QM0388_STAMPING: MCCORD NO 1 1921 1971
 QM0388_MARK LOGO: CGS   
 QM0388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0388
 QM0388  HISTORY     - Date     Condition        Report By
 QM0388  HISTORY     - 1971     MONUMENTED       NGS
 QM0388  HISTORY     - 1985     GOOD             NGS
 QM0388  HISTORY     - 20030821 GOOD             USPSQD
 QM0388
 QM0388                          STATION DESCRIPTION
 QM0388
 QM0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 QM0388'4 MI E FROM TRIPOLI.
 QM0388'0.8 MILES EAST ALONG U.S. HIGHWAY 8 FROM ITS INTERSECTION
 QM0388'WITH WILLOW RD. AT THE EAST EDGE OF TRIPOLI TO THE JUNCTION
 QM0388'OF COUNTY RD. T, THENCE EAST ALONG HIGHWAY 8 FOR 3.45 MILES
 QM0388'TO A SIDE ROAD LEFT, THENCE NORTH ALONG PAVED ROAD 0.1 MILE
 QM0388'TO RAILROAD CROSSING, THENCE WEST ALONG NORTH SIDE OF RAILROAD
 QM0388'ON GRADED ROAD FOR 0.3 MILE TO POINT WHERE ROAD TURNS NORTH
 QM0388'AND THE MARK ABOUT 500 FEET WEST, 60 FEET NORTH OF THE NORTH
 QM0388'RAIL, 28 FEET NORTH OF A METAL WITNESS POST, 1 FOOT EAST OF A
 QM0388'METAL WITNESS POST, SET IN THE TOP OF A CONCRETE FILLED 4
 QM0388'INCH ORANGEBURG PIPE PROJECTING 6 INCHES.
 QM0388
 QM0388                          STATION RECOVERY (1985)
 QM0388
 QM0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0388'RECOVERED IN GOOD CONDITION,  A NEW DESCRIPTION FOLLOWS.  30.8 KM
 QM0388'(19.15 MI) EASTERLY ALONG U.S. HIGHWAY 8 FROM ITS JUNCTION WITH COUNTY
 QM0388'ROAD A IN PRENTICE, THENCE 0.2 KM (0.1 MI) NORTH ALONG MCCORD ROAD,
 QM0388'THENCE 0.5 KM (0.3 MI) NORTHWEST ALONG THE SOO LINE RAILROAD, 18.3 M
 QM0388'(60.0 FT) NORTH OF THE NEAR RAIL, AND 8.8 M (28.9 FT) NORTH OF
 QM0388'TRIANGULATION STATION MCCORD.
 QM0388'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 QM0388'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 QM0388
 QM0388                          STATION RECOVERY (2003)
 QM0388
 QM0388'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 QM0388'REFERENCE MARK 1 WAS RECOVERED IN GOOD CONDITION.  FROM THE JUNCTION
 QM0388'OF THE RAILROAD TRACKS CROSSING MCCORD ROAD 0.1 MILE NORTH OF HIGHWAY
 QM0388'8, FOLLOW A GRAVEL DRIVEWAY TO THE NORTHWEST PARALLEL TO THE TRACKS
 QM0388'FOR 0.2 MILES AND THEN PACK THE REMAINING 0.1 MILE TO THE STATION ON
 QM0388'THE RIGHT.
 QM0388'REFERENCE MARK 1 IS SET IN A CONCRETE FILLED 4 INCH DIAMETER PLASTIC
 QM0388'PIPE THAT PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0389 ***********************************************************************
 QM0389  DESIGNATION -  MCCORD RM 2
 QM0389  PID         -  QM0389
 QM0389  STATE/COUNTY-  WI/ONEIDA
 QM0389  USGS QUAD   -  TRIPOLI (1971)
 QM0389
 QM0389                         *CURRENT SURVEY CONTROL
 QM0389  ___________________________________________________________________
 QM0389* NAD 83(1986)-  45 33 29.     (N)    089 54 26.     (W)     SCALED    
 QM0389* NAVD 88     -       453.64   (+/-2cm)    1488.3    (feet)  VERTCON   
 QM0389  ___________________________________________________________________
 QM0389  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 QM0389
 QM0389  VERT ORDER  -  THIRD (See Below)
 QM0389
 QM0389.The horizontal coordinates were scaled from a topographic map and have
 QM0389.an estimated accuracy of +/- 6 seconds.
 QM0389
 QM0389.The NAVD 88 height was computed by applying the VERTCON shift value to
 QM0389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QM0389.The vertical order pertains to the NGVD 29 superseded value.
 QM0389
 QM0389.The geoid height was determined by GEOID03.
 QM0389
 QM0389;                    North         East    Units  Estimated Accuracy
 QM0389;SPC WI N     -    43,510.      607,240.      MT  (+/- 180 meters Scaled)
 QM0389
 QM0389                          SUPERSEDED SURVEY CONTROL
 QM0389
 QM0389  NGVD 29 (09/01/04)  453.65   (m)         1488.3    (f) RESET       3  
 QM0389
 QM0389.Superseded values are not recommended for survey control.
 QM0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0389.See file dsdata.txt to determine how the superseded data were derived.
 QM0389
 QM0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR731490(NAD 83)
 QM0389_MARKER: DR = REFERENCE MARK DISK
 QM0389_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QM0389_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QM0389_STAMPING: MCCORD NO 2 1921 1971
 QM0389_MARK LOGO: CGS   
 QM0389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QM0389+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2003
 QM0389
 QM0389  HISTORY     - Date     Condition        Report By
 QM0389  HISTORY     - 1971     MONUMENTED       NGS
 QM0389  HISTORY     - 1985     GOOD             NGS
 QM0389  HISTORY     - 20030821 GOOD             USPSQD
 QM0389
 QM0389                          STATION DESCRIPTION
 QM0389
 QM0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 QM0389'4 MI E FROM TRIPOLI.
 QM0389'0.8 MILE EAST ALONG U.S. HIGHWAY 8 FROM ITS INTERSECTION WITH
 QM0389'WILLOW RD. AT THE EAST EDGE OF TRIPOLI TO THE JUNCTION OF
 QM0389'COUNTY RD. T, THENCE 3.45 MILES EAST ALONG THE HIGHWAY TO A
 QM0389'SIDE ROAD LEFT, THENCE NORTH 0.1 MILE ON PAVED ROAD TO RAILROAD
 QM0389'CROSSING, THENCE WEST ON GRADED ROAD ALONG NORTH SIDE OF TRACKS
 QM0389'0.3 MILE TO POINT ROAD TURNS NORTH AND MARK ABOUT 500 FEET WEST,
 QM0389'26 FEET NORTH OF NORTH RAIL, 38 FEET SOUTHEAST OF A METAL WITNESS
 QM0389'POST, 18 FEET EAST OF A WITNESS POST, DISK IS SET IN THE TOP
 QM0389'OF A CONCRETE FILLED 4 INCH ORANGEBURG PIPE PROJECTING 6 INCHES.
 QM0389
 QM0389                          STATION RECOVERY (1985)
 QM0389
 QM0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0389'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  30.8 KM
 QM0389'(19.15 MI) EASTERLY ALONG U.S. HIGHWAY 8 FROM ITS JUNCTION WITH COUNTY
 QM0389'ROAD A IN PRENTICE, THENCE 0.2 KM (0.1 MI) NORTH ALONG MCCORD ROAD,
 QM0389'THENCE 0.5 KM (0.3 MI) NORTHWEST ALONG THE SOO LINE RAILROAD, 8.0 M
 QM0389'(26.2 FT) NORTH OF THE NEAR RAIL, AND 5.6 M (18.4 FT) EAST OF
 QM0389'TRIANGULATION STATION MCCORD.
 QM0389'THE MARK IS 5.5 METERS  E FROM  A WITNESS POST
 QM0389'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 QM0389
 QM0389                          STATION RECOVERY (2003)
 QM0389
 QM0389'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 QM0389'REFERENCE MARK 2 WAS RECOVERED IN GOOD CONDITION.  FROM THE JUNCTION
 QM0389'OF THE RAILROAD TRACKS CROSSING MCCORD ROAD 0.1 MILE NORTH OF HIGHWAY
 QM0389'8, FOLLOW A GRAVEL DRIVEWAY TO THE NORTHWEST PARALLEL TO THE TRACKS
 QM0389'FOR 0.2 MILES AND THEN PACK THE REMAINING 0.1 MILE TO THE STATION ON
 QM0389'THE RIGHT.
 QM0389'REFERENCE MARK 2 IS SET IN A CONCRETE FILLED 4 INCH DIAMETER PLASTIC
 QM0389'PIPE THAT PROJECTS 5 INCHES.  NO WITNESS POST WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1070 ***********************************************************************
 OM1070  DESIGNATION -  MCCORMICK
 OM1070  PID         -  OM1070
 OM1070  STATE/COUNTY-  WI/DANE
 OM1070  USGS QUAD   -  MADISON EAST (1983)
 OM1070
 OM1070                         *CURRENT SURVEY CONTROL
 OM1070  ___________________________________________________________________
 OM1070* NAD 83(1991)-  43 03 57.45891(N)    089 20 49.82142(W)     ADJUSTED  
 OM1070* NAVD 88     -       267.     (meters)     876.     (feet)  SCALED    
 OM1070  ___________________________________________________________________
 OM1070  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 OM1070  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 OM1070
 OM1070  HORZ ORDER  -  THIRD
 OM1070
 OM1070.The horizontal coordinates were established by classical geodetic methods
 OM1070.and adjusted by the National Geodetic Survey in November 1991..
 OM1070
 OM1070.The orthometric height was scaled from a topographic map.
 OM1070
 OM1070.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1070
 OM1070.The geoid height was determined by GEOID03.
 OM1070
 OM1070;                    North         East     Units Scale Factor Converg.
 OM1070;SPC WI S     -   118,626.126   653,171.975   MT  0.99994958   +0 26 54.8
 OM1070;SPC WI S     -   389,192.55  2,142,948.39   sFT  0.99994958   +0 26 54.8
 OM1070;UTM  16      - 4,770,813.469   308,886.908   MT  1.00004933   -1 36 11.6
 OM1070
 OM1070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1070!SPC WI S     -   0.99996352  x   0.99994958  =   0.99991310
 OM1070!UTM  16      -   0.99996352  x   1.00004933  =   1.00001285
 OM1070
 OM1070|---------------------------------------------------------------------|
 OM1070| PID    Reference Object                     Distance      Geod. Az  |
 OM1070|                                                           dddmmss.s |
 OM1070| CI9280 MCCORMICK RM 1                                     02438     |
 OM1070| CI9281 MCCORMICK RM 2                       10.958 METERS 26824     |
 OM1070| OM1082 MADISON ST RAPHAELS CH SPIRE        APPROX. 3.2 KM 2821926.8 |
 OM1070| OM1078 MADISON RAD STA FSF 982 MAST        APPROX. 3.0 KM 2840536.7 |
 OM1070| OM1065 MADISON GAS AND ELEC CO W STK       APPROX. 2.7 KM 3013757.5 |
 OM1070|---------------------------------------------------------------------|
 OM1070
 OM1070                          SUPERSEDED SURVEY CONTROL
 OM1070
 OM1070  NAD 83(1986)-  43 03 57.45082(N)    089 20 49.82381(W) AD(       ) 3
 OM1070  NAD 27      -  43 03 57.47080(N)    089 20 49.40200(W) AD(       ) 3
 OM1070
 OM1070.Superseded values are not recommended for survey control.
 OM1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1070.See file dsdata.txt to determine how the superseded data were derived.
 OM1070
 OM1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0888770813(NAD 83)
 OM1070_MARKER: DS = TRIANGULATION STATION DISK
 OM1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1070
 OM1070  HISTORY     - Date     Condition        Report By
 OM1070  HISTORY     - 1958     MONUMENTED       CGS
 OM1070  HISTORY     - 19950429 MARK NOT FOUND   USPSQD
 OM1070
 OM1070                          STATION DESCRIPTION
 OM1070
 OM1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1070'THE STATION IS ABOUT 3 MILES SOUTHEAST OF THE STATE CAPITOL
 OM1070'BUILDING IN MADISON, ON THE EAST BANK OF LAKE MONONA AND IS
 OM1070'ON THE PROPERTY OF MR. G. MC CORMICK.  IT IS 88 FEET SOUTHWEST
 OM1070'OF THE NORTHWEST CORNER OF A STONE AND WOOD HOUSE, 79 FEET
 OM1070'SOUTHWEST OF A BOARD FENCE, 49 FEET NORTHWEST OF THE SOUTHWEST
 OM1070'CORNER OF THE HOUSE, 20 FEET SOUTH OF A 14 INCH OAK TREE AND
 OM1070'7 FEET NORTH OF A 7 INCH HICKORY TREE.  THE MONUMENT IS FLUSH
 OM1070'AND THE DISK IS STAMPED MC CORMICK 1958.
 OM1070'
 OM1070'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51,
 OM1070'12 AND 18 LOCATED ABOUT 4.5 MILES SOUTHEAST OF THE CAPITOL
 OM1070'BUILDING IN MADISON, GO WEST ON U.S. HIGHWAY 12 AND 18 FOR
 OM1070'0.85 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON
 OM1070'MONONA ROAD FOR 0.45 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 OM1070'AND GO WEST ON FROST WOODS ROAD FOR 0.35 MILE TO A T-ROAD.
 OM1070'TURN LEFT AND GO SOUTH AND WEST ON BRIDGE ROAD FOR 0.35 MILE
 OM1070'TO A CROSSROAD.  TURN RIGHT AND GO NORTHERLY ON WINNEQUAH ROAD
 OM1070'FOR 0.6 MILE TO A Y-FORK.  KEEP LEFT FORK AND CONTINUE
 OM1070'NORTHERLY ON WINNEQUAH ROAD FOR 0.45 MILE TO A CROSSROAD.  TURN
 OM1070'LEFT AND GO WEST ON BASKERVILLE ROAD FOR 0.2 MILE TO A
 OM1070'T-ROAD.  TURN RIGHT AND GO NORTH ON TONYAWATHA TR FOR
 OM1070'0.35 MILE TO A Y-FORK AND A DIM ROAD LEFT.  TURN LEFT AND
 OM1070'GO WESTERLY ON THE DIM ROAD FOR 0.05 MILE TO THE EAST BANK
 OM1070'OF LAKE MONONA.  TURN RIGHT AND GO NORTH FOR 150 FEET TO THE
 OM1070'STATION IN THE BACK LAWN OF MR. G. MC. CORMICKS HOME.
 OM1070'
 OM1070'REFERENCE MARK 1 IS SET IN THE NORTHWEST CORNER OF THE BACK
 OM1070'LAWN, 69 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE,
 OM1070'10 FEET NORTHEAST OF A 10 INCH ELM TREE AND 6 INCHES SOUTHWEST
 OM1070'OF A BOARD FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 OM1070'STAMPED MC CORMICK NO 1 1958.
 OM1070'
 OM1070'REFERENCE MARK 2 IS 80 FEET WEST OF THE SOUTHWEST CORNER OF
 OM1070'THE HOUSE, 23 FEET SOUTH OF A 16 INCH OAK AND 5 FEET EAST OF
 OM1070'THE TOP OF THE BANK OF LAKE MONONA.  THE MONUMENT IS FLUSH
 OM1070'AND THE DISK IS STAMPED MC CORMICK NO 2 1958.
 OM1070'
 OM1070'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OM1070
 OM1070                          STATION RECOVERY (1995)
 OM1070
 OM1070'RECOVERY NOTE BY US POWER SQUADRON 1995
 OM1070'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0147 ***********************************************************************
 ON0147  DESIGNATION -  MCCOY
 ON0147  PID         -  ON0147
 ON0147  STATE/COUNTY-  WI/MONROE
 ON0147  USGS QUAD   -  CITY ROCK (1983)
 ON0147
 ON0147                         *CURRENT SURVEY CONTROL
 ON0147  ___________________________________________________________________
 ON0147* NAD 83(1991)-  43 59 30.79746(N)    090 42 06.41874(W)     ADJUSTED  
 ON0147* NAVD 88     -       266.600  (meters)     874.67   (feet)  ADJUSTED  
 ON0147  ___________________________________________________________________
 ON0147  LAPLACE CORR-          -6.49  (seconds)                    DEFLEC99
 ON0147  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 ON0147  DYNAMIC HT  -         266.548 (meters)     874.50  (feet)  COMP
 ON0147  MODELED GRAV-     980,417.4   (mgal)                       NAVD 88
 ON0147
 ON0147  HORZ ORDER  -  FIRST
 ON0147  VERT ORDER  -  FIRST     CLASS II
 ON0147
 ON0147.The horizontal coordinates were established by classical geodetic methods
 ON0147.and adjusted by the National Geodetic Survey in March 1999..
 ON0147
 ON0147.The orthometric height was determined by differential leveling
 ON0147.and adjusted by the National Geodetic Survey in June 1991..
 ON0147
 ON0147.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0147
 ON0147.The geoid height was determined by GEOID03.
 ON0147
 ON0147.The dynamic height is computed by dividing the NAVD 88
 ON0147.geopotential number by the normal gravity value computed on the
 ON0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0147.degrees latitude (g = 980.6199 gals.).
 ON0147
 ON0147.The modeled gravity was interpolated from observed gravity values.
 ON0147
 ON0147;                    North         East     Units Scale Factor Converg.
 ON0147;SPC WI S     -   221,522.659   543,706.462   MT  0.99998567   -0 28 55.9
 ON0147;SPC WI S     -   726,778.92  1,783,810.28   sFT  0.99998567   -0 28 55.9
 ON0147;UTM  15      - 4,873,539.637   684,284.424   MT  1.00001770   +1 35 48.1
 ON0147
 ON0147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0147!SPC WI S     -   0.99996343  x   0.99998567  =   0.99994910
 ON0147!UTM  15      -   0.99996343  x   1.00001770  =   0.99998113
 ON0147
 ON0147:                Primary Azimuth Mark                     Grid Az
 ON0147:SPC WI S     -  WAUKEE                                   089 44 03.9
 ON0147:UTM  15      -  WAUKEE                                   087 39 19.9
 ON0147
 ON0147|---------------------------------------------------------------------|
 ON0147| PID    Reference Object                     Distance      Geod. Az  |
 ON0147|                                                           dddmmss.s |
 ON0147| ON1125 WAUKEE                              APPROX. 2.3 KM 0891508.0 |
 ON0147|---------------------------------------------------------------------|
 ON0147
 ON0147                          SUPERSEDED SURVEY CONTROL
 ON0147
 ON0147  NAD 83(1991)-  43 59 30.79612(N)    090 42 06.41887(W) AD(       ) 1
 ON0147  NAD 83(1986)-  43 59 30.79661(N)    090 42 06.42606(W) AD(       ) 1
 ON0147  NAD 27      -  43 59 30.92000(N)    090 42 05.94200(W) AD(       ) 1
 ON0147  NGVD 29 (??/??/92)  266.612  (m)          874.71   (f) ADJ UNCH    1 2
 ON0147
 ON0147.Superseded values are not recommended for survey control.
 ON0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0147.See file dsdata.txt to determine how the superseded data were derived.
 ON0147
 ON0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ8428473540(NAD 83)
 ON0147_MARKER: DE = TRAVERSE STATION DISK
 ON0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0147_SP_SET: CONCRETE POST
 ON0147_STAMPING: MCCOY 1926 874.710
 ON0147_MARK LOGO: CGS   
 ON0147_PROJECTION: PROJECTING 5 CENTIMETERS
 ON0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0147+STABILITY: SURFACE MOTION
 ON0147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON0147+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2005
 ON0147
 ON0147  HISTORY     - Date     Condition        Report By
 ON0147  HISTORY     - 1926     MONUMENTED       CGS
 ON0147  HISTORY     - 1926     GOOD             CGS
 ON0147  HISTORY     - 1930     GOOD             USA
 ON0147  HISTORY     - 1951     GOOD             USA
 ON0147  HISTORY     - 1951     GOOD             LOCENG
 ON0147  HISTORY     - 1985     GOOD             NGS
 ON0147  HISTORY     - 20050420 GOOD             GRWAS
 ON0147
 ON0147                          STATION DESCRIPTION
 ON0147
 ON0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 ON0147'STATION IS APPROXIMATELY 6 MILES E OF THE TOWN OF SPARTA,
 ON0147'ON LONG CURVE, AT THE POINT OF INTERSECTION OF THE TANGENTS
 ON0147'OF THE S RAIL OF THE N TRACK FROM THE E AND THE S RAIL OF THE
 ON0147'S TRACK FROM THE W, 14.34 METERS N OF N RAIL OF CHICAGO AND
 ON0147'NORTH WESTERN TRACK, AND 1.71 METERS N OF RIGHT-OF-WAY FENCE.
 ON0147'
 ON0147'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 ON0147'IN CONCRETE.
 ON0147
 ON0147                          STATION RECOVERY (1926)
 ON0147
 ON0147'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926
 ON0147'1.4 MI E FROM CAMP MC COY.
 ON0147'1.4 MILES EAST OF CAMP MC COY, MONROE COUNTY, AT A LONG CURVE
 ON0147'OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, AT
 ON0147'THE INTERSECTION OF THE LINES DEFINED BY THE SOUTH RAIL OF THE
 ON0147'EAST TANGENT OF THE NORTH TRACK AND THE NORTH RAIL OF THE WEST
 ON0147'TANGENT OF THE SOUTH TRACK, 50 FEET NORTH OF THE NORTH RAIL
 ON0147'OF THE CHICAGO AND NORTH WESTERN RAILWAY, AND 6 FEET NORTH OF THE
 ON0147'NORTH RIGHT-OF-WAY FENCE.  A STANDARD TRAVERSE-STATION DISK,
 ON0147'STAMPED 874.710 MC COY 1926 AND SET IN THE TOP OF A CONCRETE POST.
 ON0147
 ON0147                          STATION RECOVERY (1930)
 ON0147
 ON0147'RECOVERY NOTE BY US ARMY 1930 (JPL)
 ON0147'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 ON0147'ADEQUATE.
 ON0147
 ON0147                          STATION RECOVERY (1951)
 ON0147
 ON0147'RECOVERY NOTE BY US ARMY 1951
 ON0147'CAPT THEODORE DAVIS, SURVEY OFFICER, 235TH F.A. OBS. BN.,
 ON0147'CAMP MC COY, WISC.--
 ON0147'
 ON0147'MARKER IS ON N. SIDE OF R.R. TRACKS DIRECTLY UNDER THREE LEGGED
 ON0147'SURVEY MARKER.  MAP LOCATION AND DESCRIPTION AS PUBLISHED IS
 ON0147'SATISFACTORY TO LOCATE MARKER.
 ON0147
 ON0147                          STATION RECOVERY (1951)
 ON0147
 ON0147'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1951
 ON0147'RECOVERED IN GOOD CONDITION.
 ON0147
 ON0147                          STATION RECOVERY (1985)
 ON0147
 ON0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ON0147'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.  A
 ON0147'NEW DESCRIPTION FOLLOWS.  8.5 KM (5.3 MI) EASTERLY ALONG STATE HIGHWAY
 ON0147'21 FROM ITS JUNCTION WITH STATE HIGHWAY 16 IN SPARTA, THENCE 0.4 KM
 ON0147'(0.25 MI) SOUTHEAST ALONG 13TH AVENUE, THENCE 3.2 KM (2.0 MI)
 ON0147'NORTHEAST ALONG THE CHICAGO AND NORTHWESTERN RAILROAD, 54.5 M
 ON0147'(178.8 FT) NORTH OF THE NEAR RAIL, 16.1 M (52.8 FT) NORTH OF THE
 ON0147'CENTER OF A GRAVELED ROAD (THE OLD RAILROAD BED), 1.5 M (4.9 FT)
 ON0147'NORTHWEST OF THE SOUTHEAST LEG OF THE TOWER, AND 1.1 M (3.6 FT)
 ON0147'NORTHEAST OF THE SOUTHWEST LEG OF THE TOWER.  NOTE--THE MARK IS UNDER
 ON0147'A THREE LEGGED METAL TOWER WITH A METAL POLE ATOP.
 ON0147'THE MARK IS 0.5 METERS  S FROM  A WITNESS POST
 ON0147'THE MARK IS 0.6 M ABOVE A ROAD.
 ON0147
 ON0147                          STATION RECOVERY (2005)
 ON0147
 ON0147'RECOVERY NOTE BY GRW AERIAL SURVEY 2005 (ER)
 ON0147'STATION IS ON FT. MCCOY ARMY RESERVATION AND MAY REQUIRE ESCORT IN THE
 ON0147'FUTURE. RECOVERED BY RTK-GPS NAVIGATION-DESCRIPTION NOT AVAILABLE
 ON0147'DURING RECOVERY. THE TOWER MENTIONED IN REFERENCE SHEET IS REMOVED.
 ON0147'SMALL TREES NE BLOCKED RTK-GPS SIGNAL BUT OK FOR STATIC WORK. METAL
 ON0147'WITNESS POST AND SIGN MARKS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG9046 ***********************************************************************
 DG9046  DESIGNATION -  MCCUNE
 DG9046  PID         -  DG9046
 DG9046  STATE/COUNTY-  WI/WASHBURN
 DG9046  USGS QUAD   -  SARONA (1981)
 DG9046
 DG9046                         *CURRENT SURVEY CONTROL
 DG9046  ___________________________________________________________________
 DG9046* NAD 83(1997)-  45 40 54.93728(N)    091 45 23.16556(W)     ADJUSTED  
 DG9046* NAVD 88     -       414.9    (meters)    1361.     (feet)  GPS OBS   
 DG9046  ___________________________________________________________________
 DG9046  X           -    -136,823.564 (meters)                     COMP
 DG9046  Y           -  -4,461,854.511 (meters)                     COMP
 DG9046  Z           -   4,540,894.210 (meters)                     COMP
 DG9046  LAPLACE CORR-          -4.47  (seconds)                    DEFLEC99
 DG9046  ELLIP HEIGHT-         385.14  (meters)          (01/24/05) GPS OBS
 DG9046  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 DG9046
 DG9046  HORZ ORDER  -  FIRST
 DG9046  ELLP ORDER  -  FOURTH    CLASS I
 DG9046
 DG9046.The horizontal coordinates were established by GPS observations
 DG9046.and adjusted by the WOOLPERT CONSULTANTS in January 2005..
 DG9046
 DG9046.The orthometric height was determined by GPS observations and a
 DG9046.high-resolution geoid model.
 DG9046
 DG9046.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9046
 DG9046.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9046
 DG9046.The ellipsoidal height was determined by GPS observations
 DG9046.and is referenced to NAD 83.
 DG9046
 DG9046.The geoid height was determined by GEOID03.
 DG9046
 DG9046;                    North         East     Units Scale Factor Converg.
 DG9046;SPC WI N     -    58,780.832   463,176.994   MT  0.99998107   -1 16 01.3
 DG9046;SPC WI N     -   192,850.11  1,519,606.52   sFT  0.99998107   -1 16 01.3
 DG9046;UTM  15      - 5,059,460.373   596,842.215   MT  0.99971530   +0 53 23.3
 DG9046
 DG9046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9046!SPC WI N     -   0.99993962  x   0.99998107  =   0.99992069
 DG9046!UTM  15      -   0.99993962  x   0.99971530  =   0.99965494
 DG9046
 DG9046                          SUPERSEDED SURVEY CONTROL
 DG9046
 DG9046.No superseded survey control is available for this station.
 DG9046
 DG9046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL9684259460(NAD 83)
 DG9046_MARKER: DD = SURVEY DISK
 DG9046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9046_STAMPING: 3558 MCCUNE 2004
 DG9046_MARK LOGO: WI-129
 DG9046_PROJECTION: FLUSH
 DG9046_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG9046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9046+STABILITY: SURFACE MOTION
 DG9046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9046+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2004
 DG9046
 DG9046  HISTORY     - Date     Condition        Report By
 DG9046  HISTORY     - UNK      MONUMENTED       WI-129
 DG9046  HISTORY     - 20041206 GOOD             WOOLPT
 DG9046
 DG9046                          STATION DESCRIPTION
 DG9046
 DG9046'DESCRIBED BY WOOLPERT CONSULTANTS 2004 (BJM)
 DG9046'THE STATION IS LOCATED APPROXIMATELY 8.7 MI (14.0 KM) SOUTHEAST OF
 DG9046'SHELL LAKE, 10.0 MI (16.0 KM) SOUTHEAST OF SPOONER, AND 9.3 MI (15 KM)
 DG9046'NORTHWEST OF BIRCHWOOD.
 DG9046' 
 DG9046'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 53
 DG9046'AND COUNTY ROAD D, GO WEST ON COUNTY ROAD D 2.8 MI (4.5 KM) TO LONG
 DG9046'LAKE AVENUE. TURN LEFT AND GO SOUTH ON LONG LAKE AVENUE FOR 1.0 MI
 DG9046'(1.6 KM) TO LAUNDROMAT ROAD. TURN LEFT AND GO EAST ON LAUNDROMAT ROAD
 DG9046'0.4 MI (0.6 KM) TO THE STATION ON THE LEFT. THE STATION IS A 4-INCH
 DG9046'DIAMETER BRASS CAP STAMPED --3558 MCCUNE 2004-- SET IN THE TOP OF AN
 DG9046'18-INCH DIAMETER CONCRETE MONUMENT AND FLUSH WITH GROUND.
 DG9046' 
 DG9046'THE STATION IS 20.0 FT (6.1 M) NORTH OF THE CENTERLINE OF LAUNDROMAT
 DG9046'ROAD, 2.0 FT (0.6 M) SOUTH OF A STEEL T-POST WITH A COUNTY SURVEYOR
 DG9046'SURVEY MARKER PLAQUE ATTACHED TO IT, 2.0 FT (0.6 M) WEST OF A
 DG9046'CARSONITE WITNESS POST, 206.7 FT (63.0 M) WEST OF A POWER POLE, AND
 DG9046'95.1 FT (29.0 M) EAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1076 ***********************************************************************
 OM1076  DESIGNATION -  MCFARLAND
 OM1076  PID         -  OM1076
 OM1076  STATE/COUNTY-  WI/DANE
 OM1076  USGS QUAD   -  MADISON EAST (1983)
 OM1076
 OM1076                         *CURRENT SURVEY CONTROL
 OM1076  ___________________________________________________________________
 OM1076* NAD 83(1991)-  43 01 29.97146(N)    089 16 35.40173(W)     ADJUSTED  
 OM1076* NAVD 88     -       286.8    (meters)     941.     (feet)  VERTCON   
 OM1076  ___________________________________________________________________
 OM1076  X           -      58,971.700 (meters)                     COMP
 OM1076  Y           -  -4,669,871.666 (meters)                     COMP
 OM1076  Z           -   4,329,704.262 (meters)                     COMP
 OM1076  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 OM1076  ELLIP HEIGHT-         252.60  (meters)          (10/21/99) GPS OBS
 OM1076  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 OM1076
 OM1076  HORZ ORDER  -  THIRD
 OM1076  ELLP ORDER  -  FOURTH    CLASS I
 OM1076
 OM1076.The horizontal coordinates were established by classical geodetic methods
 OM1076.and adjusted by the National Geodetic Survey in November 1991..
 OM1076
 OM1076.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM1076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM1076
 OM1076.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1076
 OM1076.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1076
 OM1076.The ellipsoidal height was determined by GPS observations
 OM1076.and is referenced to NAD 83.
 OM1076
 OM1076.The geoid height was determined by GEOID03.
 OM1076
 OM1076;                    North         East     Units Scale Factor Converg.
 OM1076;SPC WI S     -   114,122.655   658,967.482   MT  0.99995399   +0 29 49.6
 OM1076;SPC WI S     -   374,417.41  2,161,962.48   sFT  0.99995399   +0 29 49.6
 OM1076;UTM  16      - 4,766,105.038   314,517.976   MT  1.00002325   -1 33 13.5
 OM1076
 OM1076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1076!SPC WI S     -   0.99996039  x   0.99995399  =   0.99991438
 OM1076!UTM  16      -   0.99996039  x   1.00002325  =   0.99998364
 OM1076
 OM1076|---------------------------------------------------------------------|
 OM1076| PID    Reference Object                     Distance      Geod. Az  |
 OM1076|                                                           dddmmss.s |
 OM1076| CI9283 MCFARLAND RM 1                       12.517 METERS 17614     |
 OM1076| OM1153 MADISON TV STATION WISC MAST        APPROX.18.6 KM 2715002.6 |
 OM1076| CI9284 MCFARLAND RM 2                                     27235     |
 OM1076| OM1080 MADISON MUNICIPAL TANK              APPROX.14.0 KM 2754247.5 |
 OM1076| OM1094 MADISON TV STATION WMTV MAST        APPROX.17.4 KM 2794256.5 |
 OM1076| CI9282 MCFARLAND AZ MK                                    2823750.3 |
 OM1076|---------------------------------------------------------------------|
 OM1076
 OM1076                          SUPERSEDED SURVEY CONTROL
 OM1076
 OM1076  NAD 83(1986)-  43 01 29.96254(N)    089 16 35.40371(W) AD(       ) 3
 OM1076  NAD 27      -  43 01 29.97330(N)    089 16 34.96600(W) AD(       ) 3
 OM1076  NGVD 29 (04/21/89)  286.8    (m)          941.     (f) GPS OBS        
 OM1076
 OM1076.Superseded values are not recommended for survey control.
 OM1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1076.See file dsdata.txt to determine how the superseded data were derived.
 OM1076
 OM1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1451866105(NAD 83)
 OM1076_MARKER: DH = HORIZONTAL CONTROL DISK
 OM1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1076_SP_SET: SQUARE CONCRETE MONUMENT
 OM1076_STAMPING: MCFARLAND 1958
 OM1076_MARK LOGO: CGS   
 OM1076_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM1076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1076+SATELLITE: SATELLITE OBSERVATIONS - September 16, 1988
 OM1076
 OM1076  HISTORY     - Date     Condition        Report By
 OM1076  HISTORY     - 1958     MONUMENTED       CGS
 OM1076  HISTORY     - 1958     GOOD             CGS
 OM1076  HISTORY     - 19880916 GOOD             NGS
 OM1076  HISTORY     - 19950429 GOOD             USPSQD
 OM1076
 OM1076                          STATION DESCRIPTION
 OM1076
 OM1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1076'THE STATION IS ABOUT 5 MILES SOUTHWEST OF COTTAGE GROVE, ABOUT
 OM1076'2 MILES NORTHEAST OF MC FARLAND AND IS ON THE ROAD RIGHT-OF-WAY.
 OM1076'IT IS 28 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD, 17
 OM1076'FEET SOUTH OF THE SOUTHWEST CORNER OF A FRAME BARN, 4 FEET
 OM1076'SOUTHWEST OF A WHITE WITNESS POST AND 3 FEET WEST OF A WIRE
 OM1076'FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MC FARLAND
 OM1076'1958.
 OM1076'
 OM1076'TO REACH THE STATION FROM THE DEPOT IN MC FARLAND, GO NORTH ON
 OM1076'COUNTY HIGHWAY MN FOR 0.15 MILE TO A CROSS STREET.  TURN RIGHT
 OM1076'AND GO EAST FOR 0.1 MILE TO A SIDE ROAD LEFT AND A CHURCH IN
 OM1076'THE NORTHEAST ANGLE.  TURN LEFT AND GO NORTH ON A PAVED ROAD
 OM1076'FOR 0.7 MILE TO A T-ROAD.  TURN RIGHT AND GO EAST ON A PAVED
 OM1076'ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 OM1076'EAST FOR 0.3 MILE TO A GRAVELED SIDE ROAD RIGHT, JUST EAST OF A
 OM1076'BRICK SCHOOL BUILDING.  TURN RIGHT AND GO SOUTH ON THE
 OM1076'GRAVELED ROAD FOR 0.1 MILE TO THE STATION ON THE LEFT, EAST
 OM1076'SIDE OF THE ROAD.
 OM1076'
 OM1076'REFERENCE MARK 1 IS 58 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 OM1076'FRAME BARN, 29 FEET EAST OF THE CENTERLINE OF THE GRAVELED
 OM1076'ROAD, 9 FEET SOUTH OF THE CENTER OF A GATE, 6 INCHES WEST OF
 OM1076'THE WIRE FENCE AND 44 FEET SOUTH OF THE WHITE WITNESS POST.  THE
 OM1076'MONUMENT IS FLUSH AND THE DISK IS STAMPED MC FARLAND NO 1
 OM1076'1958.
 OM1076'
 OM1076'REFERENCE MARK 2 IS 98 FEET SOUTHWEST OF THE NORTHWEST CORNER
 OM1076'OF THE FRAME BARN, 53 FEET WEST OF THE SOUTHWEST CORNER OF
 OM1076'THE FRAME BARN, 19 FEET WEST OF THE CENTERLINE OF THE GRAVELED
 OM1076'ROAD AND 6 INCHES EAST OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND
 OM1076'THE DISK IS STAMPED MC FARLAND NO 2 1958.
 OM1076'
 OM1076'THE AZIMUTH MARK IS 27 FEET SOUTH OF THE CENTERLINE OF A
 OM1076'PAVED ROAD, 3 FEET EAST OF A POWER POLE, 1 FOOT NORTH OF A WIRE
 OM1076'FENCE AND 4.5 FEET EAST OF A WHITE WITNESS POST.  THE MONUMENT
 OM1076'PROJECTS 1 INCH AND THE DISK IS STAMPED MC FARLAND 1958.
 OM1076'
 OM1076'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OM1076
 OM1076                          STATION RECOVERY (1958)
 OM1076
 OM1076'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 OM1076'RECOVERED IN GOOD CONDITION.
 OM1076
 OM1076                          STATION RECOVERY (1988)
 OM1076
 OM1076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 OM1076'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) NORTHWEST OF KEGONSA,
 OM1076'4.0 KM (2.50 MI) SOUTHWEST OF HOPE, 2.4 KM (1.50 MI) NORTHEAST OF
 OM1076'MCFARLAND AND ON ROAD RIGHT-OF-WAY.  OWNERSHIP--STATE OF WISCONSIN,
 OM1076'CONTACT WILLIAM G. HALL, CHAIRMAN, TOWN OF BLOOMING GROVE, 70 NORTH
 OM1076'WALBRIDGE, MADISON, WI 53714, PHONE 608-249-9915.
 OM1076'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND COUNTY
 OM1076'ROAD MN IN MCFARLAND, GO EASTERLY ON COUNTY ROAD MN FOR 1.9 KM
 OM1076'(1.20 MI) TO A CEMETERY AND GRAVEL ROAD LEFT.  TURN LEFT ON HOLSCHER
 OM1076'ROAD WHICH IS GRAVELED AND GO NORTH FOR 2.4 KM (1.50 MI) TO STATION ON
 OM1076'THE RIGHT.  THE POINT IS 0.2 KM (0.10 MI) SOUTH FROM SIGGELKOW ROAD.
 OM1076'THE STATION IS A STANDARD CGS STATION MARK DISK STAMPED---MCFARLAND
 OM1076'1958---, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS 1 CM
 OM1076'BELOW THE GROUND SURFACE.  LOCATED 7.6 M (24.9 FT) EAST OF APPROXIMATE
 OM1076'CENTER OF GRAVEL ROAD, 6.7 M (22.0 FT) NORTH OF FIELD ENTRANCE AND 0.9
 OM1076'M (3.0 FT) WEST FROM A WITNESS POST.
 OM1076'DANE COUNTY PART II, WI, 1988.
 OM1076'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM1076'DESCRIBED BY J.D. RIGNEY, JR.
 OM1076
 OM1076                          STATION RECOVERY (1995)
 OM1076
 OM1076'RECOVERY NOTE BY US POWER SQUADRON 1995
 OM1076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0546 ***********************************************************************
 PO0546  DESIGNATION -  MCGEE
 PO0546  PID         -  PO0546
 PO0546  STATE/COUNTY-  WI/CLARK
 PO0546  USGS QUAD   -  SPENCER NORTH (1981)
 PO0546
 PO0546                         *CURRENT SURVEY CONTROL
 PO0546  ___________________________________________________________________
 PO0546* NAD 83(1991)-  44 46 31.11215(N)    090 19 30.78346(W)     ADJUSTED  
 PO0546* NAVD 88     -       402.     (meters)    1319.     (feet)  SCALED    
 PO0546  ___________________________________________________________________
 PO0546  LAPLACE CORR-          -4.74  (seconds)                    DEFLEC99
 PO0546  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 PO0546
 PO0546  HORZ ORDER  -  FIRST
 PO0546
 PO0546.The horizontal coordinates were established by classical geodetic methods
 PO0546.and adjusted by the National Geodetic Survey in November 1991..
 PO0546
 PO0546.The orthometric height was scaled from a topographic map.
 PO0546
 PO0546.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0546
 PO0546.The geoid height was determined by GEOID03.
 PO0546
 PO0546;                    North         East     Units Scale Factor Converg.
 PO0546;SPC WI C     -   104,722.299   574,259.152   MT  0.99994225   -0 13 46.1
 PO0546;SPC WI C     -   343,576.41  1,884,048.57   sFT  0.99994225   -0 13 46.1
 PO0546;UTM  15      - 4,961,471.223   711,636.791   MT  1.00015081   +1 53 04.6
 PO0546
 PO0546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0546!SPC WI C     -   0.99994219  x   0.99994225  =   0.99988444
 PO0546!UTM  15      -   0.99994219  x   1.00015081  =   1.00009299
 PO0546
 PO0546:                Primary Azimuth Mark                     Grid Az
 PO0546:SPC WI C     -  REIGN                                    311 48 36.0
 PO0546:UTM  15      -  REIGN                                    309 41 45.3
 PO0546
 PO0546|---------------------------------------------------------------------|
 PO0546| PID    Reference Object                     Distance      Geod. Az  |
 PO0546|                                                           dddmmss.s |
 PO0546| PO0020 REIGN                               APPROX. 3.4 KM 3113449.9 |
 PO0546|---------------------------------------------------------------------|
 PO0546
 PO0546                          SUPERSEDED SURVEY CONTROL
 PO0546
 PO0546  NAD 83(1986)-  44 46 31.10782(N)    090 19 30.79033(W) AD(       ) 1
 PO0546  NAD 27      -  44 46 31.23400(N)    090 19 30.30900(W) AD(       ) 1
 PO0546
 PO0546.Superseded values are not recommended for survey control.
 PO0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0546.See file dsdata.txt to determine how the superseded data were derived.
 PO0546
 PO0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK1163761471(NAD 83)
 PO0546_MARKER: DS = TRIANGULATION STATION DISK
 PO0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0546_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PO0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0546+STABILITY: SURFACE MOTION
 PO0546
 PO0546  HISTORY     - Date     Condition        Report By
 PO0546  HISTORY     - 1921     MONUMENTED       CGS
 PO0546  HISTORY     - 1930     GOOD             CGS
 PO0546  HISTORY     - 1934     GOOD             CGS
 PO0546  HISTORY     - 1980     SEE DESCRIPTION  WIDT
 PO0546
 PO0546                          STATION DESCRIPTION
 PO0546
 PO0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 PO0546'STATION IS LOCATED ABOUT 2 MILES N OF SPENCER, ON THE E SIDE OF
 PO0546'THE TRACK OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 PO0546'RAILWAY ABOUT 1/4 MILE S OF MILEPOST 292.  IT IS ABOUT 4 METERS
 PO0546'W OF FENCE LINE AND ABOUT 3 METERS FROM A TELEGRAPH POLE.
 PO0546'REFERENCE MARK IS ON SAME SIDE OF THE TRACK.  E RAIL DISTANT--
 PO0546'9.433 METERS (30.950 FEET).
 PO0546'
 PO0546'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 PO0546'DISKS SET IN SQUARE CONCRETE POSTS.
 PO0546
 PO0546                          STATION RECOVERY (1930)
 PO0546
 PO0546'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PO0546'THE MARK WAS FOUND AS DESCRIBED.  THE DESCRIPTION IS ADEQUATE.
 PO0546
 PO0546                          STATION RECOVERY (1934)
 PO0546
 PO0546'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WM)
 PO0546'STATION IS 0.1 MILE SE OF LANE CROSSING RAILROAD TRACK.  OTHERWISE
 PO0546'DESCRIPTION IS ADEQUATE.
 PO0546'
 PO0546'STATION MARKS IN GOOD CONDITION.
 PO0546
 PO0546                          STATION RECOVERY (1980)
 PO0546
 PO0546'RECOVERY NOTE BY WI DEPT OF TRANSP 1980 (GN)
 PO0546'EDM DISTANCE MEASURED FROM REIGN 1921.  DUG AND PROBED AREA 4
 PO0546'METERS FROM R/W FENCE FOR UNDERGROUND MARK.  2-1/2 HOUR SEARCH
 PO0546'WAS MADE.  INDICATION OF BACKSLOPE LAYBACK EXCAVATION.  PRESUMED
 PO0546'SURFACE AND UNDERGROUND MARKS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RN1602 ***********************************************************************
 RN1602  DESIGNATION -  MCGRAW
 RN1602  PID         -  RN1602
 RN1602  STATE/COUNTY-  WI/BURNETT
 RN1602  USGS QUAD   -  WEBB LAKE (1983)
 RN1602
 RN1602                         *CURRENT SURVEY CONTROL
 RN1602  ___________________________________________________________________
 RN1602* NAD 83(1991)-  46 07 05.57903(N)    092 09 14.19403(W)     ADJUSTED  
 RN1602* NAVD 88     -       312.     (meters)    1024.     (feet)  SCALED    
 RN1602  ___________________________________________________________________
 RN1602  LAPLACE CORR-          -4.19  (seconds)                    DEFLEC99
 RN1602  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 RN1602
 RN1602  HORZ ORDER  -  THIRD
 RN1602
 RN1602.The horizontal coordinates were established by classical geodetic methods
 RN1602.and adjusted by the National Geodetic Survey in March 1999..
 RN1602
 RN1602.The orthometric height was scaled from a topographic map.
 RN1602
 RN1602.The Laplace correction was computed from DEFLEC99 derived deflections.
 RN1602
 RN1602.The geoid height was determined by GEOID03.
 RN1602
 RN1602;                    North         East     Units Scale Factor Converg.
 RN1602;SPC WI N     -   108,016.516   433,533.622   MT  0.99994572   -1 33 13.6
 RN1602;SPC WI N     -   354,384.19  1,422,351.56   sFT  0.99994572   -1 33 13.6
 RN1602;SPC MN C     -   226,428.716   961,990.984   MT  0.99992914   +1 30 58.5
 RN1602;UTM  15      - 5,107,530.181   565,372.420   MT  0.99965253   +0 36 35.4
 RN1602
 RN1602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN1602!SPC WI N     -   0.99995524  x   0.99994572  =   0.99990096
 RN1602!SPC MN C     -   0.99995524  x   0.99992914  =   0.99988438
 RN1602!UTM  15      -   0.99995524  x   0.99965253  =   0.99960778
 RN1602
 RN1602:                Primary Azimuth Mark                     Grid Az
 RN1602:SPC WI N     -  FIVE                                     098 31 29.9
 RN1602:SPC MN C     -  FIVE                                     095 27 17.8
 RN1602:UTM  15      -  FIVE                                     096 21 40.9
 RN1602
 RN1602|---------------------------------------------------------------------|
 RN1602| PID    Reference Object                     Distance      Geod. Az  |
 RN1602|                                                           dddmmss.s |
 RN1602| RN1598 FIVE                                APPROX. 9.8 KM 0965816.3 |
 RN1602| CJ3298 MCGRAW RM 1                          21.120 METERS 23516     |
 RN1602| CJ3299 MCGRAW RM 2                          46.588 METERS 33749     |
 RN1602| CJ3297 MCGRAW AZ MK                                       3564449.6 |
 RN1602|---------------------------------------------------------------------|
 RN1602
 RN1602                          SUPERSEDED SURVEY CONTROL
 RN1602
 RN1602  NAD 83(1991)-  46 07 05.57501(N)    092 09 14.18925(W) AD(       ) 3
 RN1602  NAD 83(1986)-  46 07 05.56934(N)    092 09 14.18642(W) AD(       ) 3
 RN1602  NAD 27      -  46 07 05.77500(N)    092 09 13.50200(W) AD(       ) 3
 RN1602
 RN1602.Superseded values are not recommended for survey control.
 RN1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1602.See file dsdata.txt to determine how the superseded data were derived.
 RN1602
 RN1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6537207530(NAD 83)
 RN1602_MARKER: DD = SURVEY DISK
 RN1602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN1602_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 RN1602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN1602+STABILITY: SURFACE MOTION
 RN1602_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN1602+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1993
 RN1602
 RN1602  HISTORY     - Date     Condition        Report By
 RN1602  HISTORY     - 1953     MONUMENTED       CGS
 RN1602  HISTORY     - 19930621 GOOD             WI-013
 RN1602
 RN1602                          STATION DESCRIPTION
 RN1602
 RN1602'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 RN1602'STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF RIVERSIDE, AND
 RN1602'ABOUT 6-1/2 MILES SOUTH OF DAIRYLAND.  IT IS 41 FEET EAST OF
 RN1602'THE APPROXIMATE CENTERLINE OF THE ROAD, AND 4 FEET NORTHWEST
 RN1602'OF A WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 RN1602'STAMPED MC GRAW 1953.
 RN1602'
 RN1602'REFERENCE MARK NO. 1 IS 17 FEET WEST OF THE APPROXIMATE CENTERLINE
 RN1602'OF THE ROAD, AND 11 FEET SOUTH-SOUTHEAST OF A TRIANGLE BLAZED
 RN1602'TREE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED MC GRAW
 RN1602'NO 1 1953.
 RN1602'
 RN1602'REFERENCE MARK NO. 2 IS 16 FEET WEST OF THE APPROXIMATE CENTERLINE
 RN1602'OF THE ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 RN1602'STAMPED MC GRAW NO 2 1953.
 RN1602'
 RN1602'AZIMUTH MARK IS 19 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 RN1602'THE ROAD, AND 1 FOOT SOUTH OF A WITNESS POST.  THE MARK PROJECTS
 RN1602'6 INCHES AND THE DISK IS STAMPED MC GRAW 1953.
 RN1602'
 RN1602'TO REACH FROM THE BRIDGE OVER THE ST. CROIX RIVER IN RIVERSIDE,
 RN1602'GO NORTH ON STATE HIGHWAY NO. 35 FOR 2.5 MILES TO A SIDE ROAD
 RN1602'RIGHT.  TURN RIGHT AND GO EAST FOR 4.3 MILES TO A SIDE ROAD
 RN1602'LEFT.  TURN LEFT AND GO 0.35 MILE TO STATION ON RIGHT (EAST)
 RN1602'SIDE OF ROAD AS DESCRIBED.  CONTINUE NORTH FOR 0.15 MILE TO
 RN1602'AZIMUTH MARK ON LEFT (WEST) SIDE OF ROAD.
 RN1602'
 RN1602'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 RN1602
 RN1602                          STATION RECOVERY (1993)
 RN1602
 RN1602'RECOVERY NOTE BY BURNETT COUNTY WISCONSIN 1993
 RN1602'RECOVERED AS DESCRIBED.  STATION AND RM 1 FOUND IN GOOD CONDITION, RM
 RN1602'2 AND AZIMUTH MARK NOT FOUND.  THE STATION PROJECTS 5 CM ABOVE THE
 RN1602'GROUND SURFACE.  FIBERGLASS WITNESS SIGN SET ALONG STATION AND RM 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO1441 ***********************************************************************
 QO1441  DESIGNATION -  MCKENZIE
 QO1441  PID         -  QO1441
 QO1441  STATE/COUNTY-  WI/WASHBURN
 QO1441  USGS QUAD   -  MC KENZIE LAKE (1982)
 QO1441
 QO1441                         *CURRENT SURVEY CONTROL
 QO1441  ___________________________________________________________________
 QO1441* NAD 83(1991)-  45 55 34.34309(N)    092 00 48.68689(W)     ADJUSTED  
 QO1441* NAVD 88     -       369.     (meters)    1211.     (feet)  SCALED    
 QO1441  ___________________________________________________________________
 QO1441  LAPLACE CORR-         -12.56  (seconds)                    DEFLEC99
 QO1441  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 QO1441
 QO1441  HORZ ORDER  -  FIRST
 QO1441
 QO1441.The horizontal coordinates were established by classical geodetic methods
 QO1441.and adjusted by the National Geodetic Survey in March 1999..
 QO1441
 QO1441.The orthometric height was scaled from a topographic map.
 QO1441
 QO1441.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO1441
 QO1441.The geoid height was determined by GEOID03.
 QO1441
 QO1441;                    North         East     Units Scale Factor Converg.
 QO1441;SPC WI N     -    86,397.508   443,842.441   MT  0.99995419   -1 27 09.0
 QO1441;SPC WI N     -   283,455.82  1,456,173.08   sFT  0.99995419   -1 27 09.0
 QO1441;UTM  15      - 5,086,321.650   576,486.473   MT  0.99967192   +0 42 31.5
 QO1441
 QO1441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1441!SPC WI N     -   0.99994645  x   0.99995419  =   0.99990065
 QO1441!UTM  15      -   0.99994645  x   0.99967192  =   0.99961839
 QO1441
 QO1441|---------------------------------------------------------------------|
 QO1441| PID    Reference Object                     Distance      Geod. Az  |
 QO1441|                                                           dddmmss.s |
 QO1441| QO1440 MCKENZIE LAKE LOOKOUT                 8.565 METERS 04133     |
 QO1441| CJ3749 MCKENZIE RM 1                         8.812 METERS 04133     |
 QO1441| QN0586 ISABELLA LOOKOUT                    APPROX.12.0 KM 1394448.7 |
 QO1441| CJ3748 MCKENZIE AZ MK                                     1411841.3 |
 QO1441| QN0585 BANK                                APPROX.19.8 KM 1452351.2 |
 QO1441| QN0582 BARRONETT LOOKOUT                   APPROX.28.2 KM 1744422.4 |
 QO1441| CJ3750 MCKENZIE RM 2                        14.115 METERS 26132     |
 QO1441|---------------------------------------------------------------------|
 QO1441
 QO1441                          SUPERSEDED SURVEY CONTROL
 QO1441
 QO1441  NAD 83(1991)-  45 55 34.33995(N)    092 00 48.68700(W) AD(       ) 1
 QO1441  NAD 83(1986)-  45 55 34.33204(N)    092 00 48.68246(W) AD(       ) 1
 QO1441  NAD 27      -  45 55 34.52600(N)    092 00 48.03000(W) AD(       ) 1
 QO1441
 QO1441.Superseded values are not recommended for survey control.
 QO1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1441.See file dsdata.txt to determine how the superseded data were derived.
 QO1441
 QO1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7648686322(NAD 83)
 QO1441_MARKER: DS = TRIANGULATION STATION DISK
 QO1441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO1441
 QO1441  HISTORY     - Date     Condition        Report By
 QO1441  HISTORY     - 1934     MONUMENTED       CGS
 QO1441  HISTORY     - 1953     GOOD             CGS
 QO1441
 QO1441                          STATION DESCRIPTION
 QO1441
 QO1441'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QO1441'THIS STATION IS ABOUT 9 MILES NORTHWEST OF SPOONER, ON THE SUMMIT
 QO1441'OF THE HILL OCCUPIED BY THE MC KENZIE LAKE LOOKOUT TOWER IN THE
 QO1441'NORTHEAST QUARTER OF SEC. 30, T. 40 N., R. 13 W., 29.9 FEET
 QO1441'SOUTH-SOUTHWEST OF THE NORTHWEST LEG OF THE LOOKOUT TOWER 15.8
 QO1441'FEET SOUTHWEST OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER, 31.3
 QO1441'FEET SOUTHWEST OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER, AND
 QO1441'PROJECTS 4 INCHES.
 QO1441'
 QO1441'TO REACH FROM THE JUNCTION OF WISCONSIN ROUTE 70 AND COUNTY
 QO1441'ROUTE A, 1 BLOCK NORTH OF THE MAIN STREET OF SPOONER, FOLLOW
 QO1441'COUNTY ROUTE A WEST, NORTHWEST AND NORTH 6.4 MILES, CONTINUE
 QO1441'NORTH ON A DIRT ROAD (ROUTE A TURNS WEST) 1.9 MILES, TURN WEST AT
 QO1441'CROSSROADS, GO 2.5 MILES (AZIMUTH IS 1.9 MILES FROM CROSSROADS)
 QO1441'TO A TRAIL LEADING OFF TO THE RIGHT (NORTH) MARKED BROWN
 QO1441'COTTAGES.  TURN NORTH ON THIS TRAIL, GO 0.15 MILE, TAKE LEFT FORK,
 QO1441'GO 0.45 MILE ALONG FIRE LANE, TURN WEST IN ANOTHER FIRE LANE,
 QO1441'GO 0.55 MILE, AND TURN RIGHT ON DIM TRAIL LEADING NORTH TO
 QO1441'THE LOOKOUT TOWER.  FOLLOW THIS TRAIL 0.35 MILE TO THE
 QO1441'LOOKOUT TOWER AND THE STATION.
 QO1441'
 QO1441'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, 70.94 FEET
 QO1441'EAST-NORTHEAST OF REFERENCE MARK NO. 2, AND PROJECTS 6 INCHES.
 QO1441'IT IS SET 0.8 FOOT NORTHEAST OF THE CENTER OF THE LOOKOUT TOWER.
 QO1441'
 QO1441'REFERENCE MARK NO. 2 IS WEST OF THE STATION, IN THE WEST EDGE OF
 QO1441'THE CLEARING, AND PROJECTS 4 INCHES.
 QO1441'
 QO1441'THE AZIMUTH MARK IS SOUTHEAST OF THE STATION, ON A SMALL
 QO1441'CLEARED KNOLL, 20 FEET NORTH OF THE CENTERLINE OF AN EAST-WEST
 QO1441'ROAD, 0.6 MILE EAST OF THE POINT WHERE THE TRAIL TURNS OFF THE
 QO1441'MAIN ROAD AND LEADS TO THE BASS LAKE COTTAGES AND TO THE
 QO1441'LOOKOUT TOWER, 18 FEET WEST OF A TELEPHONE POLE, AND PROJECTS
 QO1441'5 INCHES.  THE LINE FROM THE STATION TO THE AZIMUTH MARK PASSES
 QO1441'OVER THE SOUTHWEST END OF BIG BASS LAKE.
 QO1441'
 QO1441'MC KENZIE LAKE LOOKOUT TOWER IS NORTHEAST OF THE STATION. IT
 QO1441'IS A SQUARE, SKELETON, STEEL TOWER, 75 FEET HIGH, WITH AN
 QO1441'ENCLOSED LOOKOUT PLATFORM ON THE TOP.  THE BASE OF THE LEGS ARE
 QO1441'ANCHORED IN CONCRETE.
 QO1441'
 QO1441'A LIGHT 74 FEET ABOVE LAMPSON COMES INTO VIEW 20 FEET, ABOVE
 QO1441'THIS STATION.
 QO1441'
 QO1441'LIGHTS 60 FEET ABOVE POTATO, AND 74 FEET ABOVE LOCK AND DANBURY
 QO1441'COME INTO VIEW 15 FEET ABOVE THIS STATION.
 QO1441'
 QO1441'A LIGHT 60 FEET ABOVE MARKER COMES INTO VIEW 10 FEET ABOVE THIS
 QO1441'STATION.
 QO1441'
 QO1441'STATION BANK AND THIS STATION ARE INTERVISIBLE FROM THE GROUND.
 QO1441
 QO1441                          STATION RECOVERY (1953)
 QO1441
 QO1441'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 QO1441'STATION WAS RECOVERED AS DESCRIBED IN 1934 AND THE MARKS WERE
 QO1441'FOUND IN GOOD CONDITION WITH THE EXCEPTION OF THE AZIMUTH MARK
 QO1441'WHICH COULD NOT BE FOUND.  DUE TO THE HEAVY GROWTH OF TIMBER
 QO1441'AT THE STATION SITE, A NEW AZIMUTH MARK WAS NOT ESTABLISHED.
 QO1441'THE DIRECTIONS TO THE REFERENCE MARKS NOT CHECKED AS THE
 QO1441'OBSERVATIONS WERE MADE FROM A 90 FOOT TOWER AND THE MARKS WERE
 QO1441'TOO CLOSE TO BE OBSERVED FROM THE TOP.  THE DISTANCES TO THE
 QO1441'REFERENCE MARKS WERE CHECKED AND FOUND TO BE CORRECT.
 QO1441'SIMPLIFIED DIRECTIONS TO REACH THE STATION FOLLOW.
 QO1441'
 QO1441'THE STATION WAS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 53
 QO1441'AND COUNTY ROUTE E IN THE SMALL SETTLEMENT OF TREGO, BY GOING
 QO1441'WEST ON COUNTY ROUTE E FOR 2.9 MILES TO A JUNCTION WITH COUNTY
 QO1441'ROUTE K.  CONTINUE WEST ON COUNTY ROUTE E FOR 5.8 MILES TO
 QO1441'CROSSROADS AND SIGN MC KENZIE FIRE TOWER.  TURN RIGHT OR NORTH
 QO1441'AND FOLLOW SANDY ROAD FOR 0.6 MILE TO A CROSSROADS JUST AFTER
 QO1441'CROSSING A WOODEN BRIDGE.  CONTINUE STRAIGHT AHEAD FOR 0.4 MILE
 QO1441'TO A CROSSROADS, TAKE LEFT FORK AND CONTINUE 0.35 MILE TO THE
 QO1441'FIRE TOWER AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC9056 ***********************************************************************
 AC9056  DESIGNATION -  MCKENZIE
 AC9056  PID         -  AC9056
 AC9056  STATE/COUNTY-  WI/POLK
 AC9056  USGS QUAD   -  CLAM FALLS (1983)
 AC9056
 AC9056                         *CURRENT SURVEY CONTROL
 AC9056  ___________________________________________________________________
 AC9056* NAD 83(1997)-  45 37 37.74625(N)    092 17 00.70442(W)     ADJUSTED  
 AC9056* NAVD 88     -       372.4    (meters)    1222.     (feet)  GPS OBS   
 AC9056  ___________________________________________________________________
 AC9056  X           -    -178,036.499 (meters)                     COMP
 AC9056  Y           -  -4,464,729.080 (meters)                     COMP
 AC9056  Z           -   4,536,609.426 (meters)                     COMP
 AC9056  LAPLACE CORR-         -11.14  (seconds)                    DEFLEC99
 AC9056  ELLIP HEIGHT-         344.38  (meters)          (09/30/02) GPS OBS
 AC9056  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 AC9056
 AC9056  HORZ ORDER  -  FIRST
 AC9056  ELLP ORDER  -  SECOND    CLASS I
 AC9056
 AC9056.The horizontal coordinates were established by GPS observations
 AC9056.and adjusted by the National Geodetic Survey in September 2002..
 AC9056
 AC9056.The orthometric height was determined by GPS observations and a
 AC9056.high-resolution geoid model.
 AC9056
 AC9056.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9056
 AC9056.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9056
 AC9056.The ellipsoidal height was determined by GPS observations
 AC9056.and is referenced to NAD 83.
 AC9056
 AC9056.The geoid height was determined by GEOID03.
 AC9056
 AC9056;                    North         East     Units Scale Factor Converg.
 AC9056;SPC WI C     -   201,841.388   421,944.672   MT  1.00002670   -1 36 40.3
 AC9056;SPC WI C     -   662,207.95  1,384,330.14   sFT  1.00002670   -1 36 40.3
 AC9056;UTM  15      - 5,052,872.461   555,849.426   MT  0.99963835   +0 30 43.7
 AC9056
 AC9056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9056!SPC WI C     -   0.99994601  x   1.00002670  =   0.99997271
 AC9056!UTM  15      -   0.99994601  x   0.99963835  =   0.99958438
 AC9056
 AC9056                          SUPERSEDED SURVEY CONTROL
 AC9056
 AC9056  NAD 83(1991)-  45 37 37.74586(N)    092 17 00.70267(W) AD(       ) 1
 AC9056  ELLIP H (06/10/97)  344.40   (m)                       GP(       ) 2 1
 AC9056
 AC9056.Superseded values are not recommended for survey control.
 AC9056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9056.See file dsdata.txt to determine how the superseded data were derived.
 AC9056
 AC9056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL5584952872(NAD 83)
 AC9056_MARKER: DD = SURVEY DISK
 AC9056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9056_STAMPING: MCKENZIE 235
 AC9056_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC9056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9056+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2005
 AC9056
 AC9056  HISTORY     - Date     Condition        Report By
 AC9056  HISTORY     - 1995     MONUMENTED       WI-095
 AC9056  HISTORY     - 20051025 GOOD             WIDT
 AC9056
 AC9056                          STATION DESCRIPTION
 AC9056
 AC9056'DESCRIBED BY POLK COUNTY WISCONSIN 1995 (TEC)
 AC9056'THE STATION IS LOCATED 9 MI (14.5 KM) EAST AND .85 MI (1.37 KM) SOUTH
 AC9056'OF VILLAGE OF FREDERIC, WISCONSIN IN GOVERNMENT LOT 10 SECTION 6,
 AC9056'T.36N., R.15W., 4TH P.M.  TOWN OF MCKINLEY, POLK COUNTY.  TO REACH THE
 AC9056'STATION BEGIN WHERE COUNTY TRUNK HIGHWAY W INTERSECTS STATE HIGHWAY
 AC9056'35, GO EAST 9 MI (14.5 KM) TO THE INTERSECTION OF COUNTY TRUNK HIGHWAY
 AC9056'W AND COUNTY TRUNK HIGHWAY O, GO SOUTH ALONG COUNTY TRUNK HIGHWAY O
 AC9056'.85 MI (1.37 KM) TO THE STATION.  THE STATION IS LOCATED 30.5 FEET
 AC9056'(9.3 M) EAST OF CENTERLINE OF COUNTY HIGHWAY O. THE STATION IS A BRASS
 AC9056'CAP, SET IN A 1.3 FOOT (0.4 M) DIAMETER BY 6 FOOT (1.8 M) DEEP
 AC9056'CONCRETE MONUMENT FLUSH WITH GROUND SURFACE.  A PLASTIC WITNESS POST
 AC9056'IS SET 2 FEET (0.6 M) FROM THE STATION.
 AC9056
 AC9056                          STATION RECOVERY (2005)
 AC9056
 AC9056'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AC9056'RECOVERED IN GOOD CONDITION.  AN ALTERNATIVE TO REACH FOLLOWS-- FROM
 AC9056'THE JUNCTION OF STATE HIGHWAY 48 WITH COUNTY HIGHWAY E NORTH (10TH
 AC9056'STREET) ABOUT 1 MILE WEST OF THE POLK-BARRON COUNTY LINE, GO NORTH ON
 AC9056'COUNTY HIGHWAY E FOR 4.7 MILES TO COUNTY HIGHWAY W LEFT,
 AC9056'TURN LEFT AND GO WEST ON COUNTY HIGHWAY W (300TH AVENUE) FOR 3.9 MILES
 AC9056'TO COUNTY HIGHWAY O NORTH (50TH STREET), CONTINUE WEST ON COUNTY
 AC9056'HIGHWAY W (300 THE AVENUE) TO COUNTY HIGHWAY O SOUTH (60TH STREET)
 AC9056'LEFT, TURN LEFT AND GO SOUTH ON COUNTY HIGHWAY O (60TH STREET) FOR
 AC9056'0.85 MILE TO THE STATION ON THE LEFT.
 AC9056'ADD-- THE STATION IS 0.9 M EAST, 0.9 M SOUTHWEST, AND 0.9 M NORTHWEST
 AC9056'OF THREE ORANGE 4X4 PLASTIC GUARD POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO1440 ***********************************************************************
 QO1440  DESIGNATION -  MCKENZIE LAKE LOOKOUT
 QO1440  PID         -  QO1440
 QO1440  STATE/COUNTY-  WI/WASHBURN
 QO1440  USGS QUAD   -  MC KENZIE LAKE (1982)
 QO1440
 QO1440                         *CURRENT SURVEY CONTROL
 QO1440  ___________________________________________________________________
 QO1440* NAD 83(1991)-  45 55 34.55070(N)    092 00 48.42323(W)     ADJUSTED  
 QO1440* NAVD 88     -       369.     (meters)    1211.     (feet)  SCALED    
 QO1440  ___________________________________________________________________
 QO1440  LAPLACE CORR-         -12.56  (seconds)                    DEFLEC99
 QO1440  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 QO1440
 QO1440  HORZ ORDER  -  THIRD
 QO1440
 QO1440.The horizontal coordinates were established by classical geodetic methods
 QO1440.and adjusted by the National Geodetic Survey in March 1999..
 QO1440
 QO1440.The orthometric height was scaled from a topographic map.
 QO1440
 QO1440.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO1440
 QO1440.The geoid height was determined by GEOID03.
 QO1440
 QO1440;                    North         East     Units Scale Factor Converg.
 QO1440;SPC WI N     -    86,403.771   443,848.282   MT  0.99995419   -1 27 08.8
 QO1440;SPC WI N     -   283,476.37  1,456,192.24   sFT  0.99995419   -1 27 08.8
 QO1440;UTM  15      - 5,086,328.127   576,492.072   MT  0.99967193   +0 42 31.7
 QO1440
 QO1440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1440!SPC WI N     -   0.99994645  x   0.99995419  =   0.99990065
 QO1440!UTM  15      -   0.99994645  x   0.99967193  =   0.99961840
 QO1440
 QO1440                          SUPERSEDED SURVEY CONTROL
 QO1440
 QO1440  NAD 83(1991)-  45 55 34.54755(N)    092 00 48.42334(W) AD(       ) 4
 QO1440  NAD 83(1986)-  45 55 34.53965(N)    092 00 48.41880(W) AD(       ) 4
 QO1440  NAD 27      -  45 55 34.73300(N)    092 00 47.76600(W) AD(       ) 3
 QO1440
 QO1440.Superseded values are not recommended for survey control.
 QO1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1440.See file dsdata.txt to determine how the superseded data were derived.
 QO1440
 QO1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7649286328(NAD 83)
 QO1440_MARKER: 57 = LOOKOUT TOWER
 QO1440
 QO1440  HISTORY     - Date     Condition        Report By
 QO1440  HISTORY     - 1934     FIRST OBSERVED   CGS
 QO1440
 QO1440                          STATION DESCRIPTION
 QO1440
 QO1440'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB8473 ***********************************************************************
 AB8473  DESIGNATION -  MCKINLEY
 AB8473  PID         -  AB8473
 AB8473  STATE/COUNTY-  WI/BURNETT
 AB8473  USGS QUAD   -  SIREN WEST (1982)
 AB8473
 AB8473                         *CURRENT SURVEY CONTROL
 AB8473  ___________________________________________________________________
 AB8473* NAD 83(1997)-  45 46 00.32211(N)    092 28 41.60047(W)     ADJUSTED  
 AB8473* NAVD 88     -       309.7    (meters)    1016.     (feet)  GPS OBS   
 AB8473  ___________________________________________________________________
 AB8473  X           -    -192,724.739 (meters)                     COMP
 AB8473  Y           -  -4,452,960.868 (meters)                     COMP
 AB8473  Z           -   4,547,403.417 (meters)                     COMP
 AB8473  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 AB8473  ELLIP HEIGHT-         282.88  (meters)          (01/30/03) GPS OBS
 AB8473  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AB8473
 AB8473  HORZ ORDER  -  FIRST
 AB8473  ELLP ORDER  -  FOURTH    CLASS I
 AB8473
 AB8473.The horizontal coordinates were established by GPS observations
 AB8473.and adjusted by the National Geodetic Survey in January 2003..
 AB8473
 AB8473.The orthometric height was determined by GPS observations and a
 AB8473.high-resolution geoid model.
 AB8473
 AB8473.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8473
 AB8473.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8473
 AB8473.The ellipsoidal height was determined by GPS observations
 AB8473.and is referenced to NAD 83.
 AB8473
 AB8473.The geoid height was determined by GEOID03.
 AB8473
 AB8473;                    North         East     Units Scale Factor Converg.
 AB8473;SPC WI N     -    69,703.218   407,260.809   MT  0.99996970   -1 47 15.8
 AB8473;SPC WI N     -   228,684.64  1,336,154.84   sFT  0.99996970   -1 47 15.8
 AB8473;UTM  15      - 5,068,265.399   540,571.864   MT  0.99962024   +0 22 25.9
 AB8473
 AB8473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8473!SPC WI N     -   0.99995565  x   0.99996970  =   0.99992536
 AB8473!UTM  15      -   0.99995565  x   0.99962024  =   0.99957591
 AB8473
 AB8473                          SUPERSEDED SURVEY CONTROL
 AB8473
 AB8473  NAD 83(1991)-  45 46 00.32194(N)    092 28 41.59875(W) AD(       ) 1
 AB8473  ELLIP H (12/09/96)  282.92   (m)                       GP(       ) 4 1
 AB8473
 AB8473.Superseded values are not recommended for survey control.
 AB8473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8473.See file dsdata.txt to determine how the superseded data were derived.
 AB8473
 AB8473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4057268265(NAD 83)
 AB8473_MARKER: DD = SURVEY DISK
 AB8473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8473_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8473+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB8473
 AB8473  HISTORY     - Date     Condition        Report By
 AB8473  HISTORY     - 1993     MONUMENTED       WI-013
 AB8473
 AB8473                          STATION DESCRIPTION
 AB8473
 AB8473'DESCRIBED BY BURNETT COUNTY WISCONSIN 1993
 AB8473'THE STATION IS LOCATED 7.8 KM (4.85 MI) SOUTHWEST OF THE VILLAGE OF
 AB8473'SIREN (WHERE STATE TRUNK HIGHWAY 70 (FROM WEST) , STATE TRUNK HIGHWAY
 AB8473'35 AND COUNTY ROAD B INTERSECT) , 15.9 KM (9.85 MI) SOUTHEAST OF THE
 AB8473'VILLAGE OF GRANTSBURG, WISCONSIN, IN THE SOUTHWEST QUARTER OF THE
 AB8473'NORTHEAST QUARTER, SECTION 21, T38N, R17W, TOWN OF DANIELS.  TO REACH
 AB8473'THE STATION FROM THE VILLAGE OF SIREN, WISCONSIN (WHERE STATE HIGHWAY
 AB8473'70, STATE HIGHWAY 35 AND COUNTY ROAD B JUNCTION) GO WEST ALONG STATE
 AB8473'TRUNK HIGHWAY 70 5.25 MI (8.45 KM) TO DUNHAM LAKE ROAD, GO SOUTH ALONG
 AB8473'DUNHAM LAKE ROAD 150 FEET (45.7 M) TO THE STATION LOCATED 29 FEET (8.8
 AB8473'M) EAST OF THE ROAD, ACROSS ROAD (EAST OF) LAKE VIEW CEMETERY, 4 FEET
 AB8473'(1.2 M) SOUTH OF PHONE PEDESTAL.  FIBERGLASS WITNESS POST SET 2 FEET
 AB8473'(0.6 M) NORTHWEST OF THE STATION.  THE STATION MARKER IS SET IN A 30
 AB8473'CM ROUND CONCRETE MONUMENT 15 CM BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC9047 ***********************************************************************
 AC9047  DESIGNATION -  MCKINLEY
 AC9047  PID         -  AC9047
 AC9047  STATE/COUNTY-  WI/POLK
 AC9047  USGS QUAD   -  MC KINLEY (1982)
 AC9047
 AC9047                         *CURRENT SURVEY CONTROL
 AC9047  ___________________________________________________________________
 AC9047* NAD 83(1997)-  45 34 17.91509(N)    092 10 37.55095(W)     ADJUSTED  
 AC9047* NAVD 88     -       390.7    (meters)    1282.     (feet)  GPS OBS   
 AC9047  ___________________________________________________________________
 AC9047  X           -    -169,910.520 (meters)                     COMP
 AC9047  Y           -  -4,469,469.128 (meters)                     COMP
 AC9047  Z           -   4,532,305.016 (meters)                     COMP
 AC9047  LAPLACE CORR-         -14.84  (seconds)                    DEFLEC99
 AC9047  ELLIP HEIGHT-         361.73  (meters)          (06/17/02) GPS OBS
 AC9047  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 AC9047
 AC9047  HORZ ORDER  -  FIRST
 AC9047  ELLP ORDER  -  SECOND    CLASS I
 AC9047
 AC9047.The horizontal coordinates were established by GPS observations
 AC9047.and adjusted by the National Geodetic Survey in June 2002..
 AC9047
 AC9047.The orthometric height was determined by GPS observations and a
 AC9047.high-resolution geoid model.
 AC9047
 AC9047.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9047
 AC9047.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9047
 AC9047.The ellipsoidal height was determined by GPS observations
 AC9047.and is referenced to NAD 83.
 AC9047
 AC9047.The geoid height was determined by GEOID03.
 AC9047
 AC9047;                    North         East     Units Scale Factor Converg.
 AC9047;SPC WI C     -   195,446.119   430,076.114   MT  1.00001443   -1 32 10.0
 AC9047;SPC WI C     -   641,226.14  1,411,008.05   sFT  1.00001443   -1 32 10.0
 AC9047;UTM  15      - 5,046,785.185   564,209.114   MT  0.99965069   +0 35 15.6
 AC9047
 AC9047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9047!SPC WI C     -   0.99994329  x   1.00001443  =   0.99995772
 AC9047!UTM  15      -   0.99994329  x   0.99965069  =   0.99959400
 AC9047
 AC9047                          SUPERSEDED SURVEY CONTROL
 AC9047
 AC9047  NAD 83(1991)-  45 34 17.91490(N)    092 10 37.54914(W) AD(       ) 1
 AC9047  ELLIP H (06/10/97)  361.75   (m)                       GP(       ) 2 1
 AC9047
 AC9047.Superseded values are not recommended for survey control.
 AC9047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9047.See file dsdata.txt to determine how the superseded data were derived.
 AC9047
 AC9047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6420946785(NAD 83)
 AC9047_MARKER: DD = SURVEY DISK
 AC9047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9047_STAMPING: MCKINLEY 140 1995
 AC9047_MARK LOGO: WI-095
 AC9047_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC9047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9047+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2005
 AC9047
 AC9047  HISTORY     - Date     Condition        Report By
 AC9047  HISTORY     - 1995     MONUMENTED       WI-095
 AC9047  HISTORY     - 19970712 GOOD             WOOLPT
 AC9047  HISTORY     - 19981218 GOOD             WI-005
 AC9047  HISTORY     - 20051025 GOOD             WIDT
 AC9047
 AC9047                          STATION DESCRIPTION
 AC9047
 AC9047'DESCRIBED BY POLK COUNTY WISCONSIN 1995 (TEC)
 AC9047'THE STATION IS LOCATED 16 MI (25.7 KM) EAST OF VILLAGE OF LUCK,
 AC9047'WISCONSIN IN NORTHEAST QUARTER OF SOUTHEAST QUARTER OF SECTION 26,
 AC9047'T.36N., R.15W., 4TH P.M.  TOWN OF MCKINLEY, POLK COUNTY.  TO REACH THE
 AC9047'STATION FROM THE VILLAGE OF LUCK START AT THE INTERSECTION STATE
 AC9047'HIGHWAY 48 AND STATE HIGHWAY 35, GO EAST ALONG STATE HIGHWAY 48 16 MI
 AC9047'(25.7 KM) TO THE STATION.  THE STATION IS LOCATED APPROXIMATELY 75
 AC9047'FEET (22.9 M) NORTH OF CENTERLINE STATE HIGHWAY 48, 175 FEET (53.3 M)
 AC9047'WEST OF CENTERLINE OF COUNTY TRUNK HIGHWAY E.  THE STATION IS A BRASS
 AC9047'CAP, SET IN A 1.3 FOOT (0.4 M) DIAMETER BY 6 FOOT (1.8 M) DEEP
 AC9047'CONCRETE MONUMENT FLUSH WITH GROUND SURFACE.  A PLASTIC WITNESS POST
 AC9047'IS SET 2 FEET (0.6 M) FROM THE STATION.
 AC9047
 AC9047                          STATION RECOVERY (1997)
 AC9047
 AC9047'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1997 (ARL)
 AC9047'RECOVERED AS DESCRIBED.
 AC9047
 AC9047                          STATION RECOVERY (1998)
 AC9047
 AC9047'RECOVERY NOTE BY BARRON COUNTY WISCONSIN 1998
 AC9047'RECOVERED AS DESCRIBED.
 AC9047
 AC9047                          STATION RECOVERY (2005)
 AC9047
 AC9047'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AC9047'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M EAST AND 1.0
 AC9047'M WEST OF TWO ORANGE 4X4 PLASTIC GUARD POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC9111 ***********************************************************************
 AC9111  DESIGNATION -  MCKINLEY C
 AC9111  PID         -  AC9111
 AC9111  STATE/COUNTY-  WI/POLK
 AC9111  USGS QUAD   -  BIG ROUND LAKE (1983)
 AC9111
 AC9111                         *CURRENT SURVEY CONTROL
 AC9111  ___________________________________________________________________
 AC9111* NAD 83(1997)-  45 35 50.83656(N)    092 15 12.79086(W)     ADJUSTED  
 AC9111* NAVD 88     -       365.5    (meters)    1199.     (feet)  GPS OBS   
 AC9111  ___________________________________________________________________
 AC9111  X           -    -175,793.175 (meters)                     COMP
 AC9111  Y           -  -4,467,173.612 (meters)                     COMP
 AC9111  Z           -   4,534,295.327 (meters)                     COMP
 AC9111  LAPLACE CORR-         -12.09  (seconds)                    DEFLEC99
 AC9111  ELLIP HEIGHT-         337.19  (meters)          (09/30/02) GPS OBS
 AC9111  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 AC9111
 AC9111  HORZ ORDER  -  FIRST
 AC9111  ELLP ORDER  -  SECOND    CLASS I
 AC9111
 AC9111.The horizontal coordinates were established by GPS observations
 AC9111.and adjusted by the National Geodetic Survey in September 2002..
 AC9111
 AC9111.The orthometric height was determined by GPS observations and a
 AC9111.high-resolution geoid model.
 AC9111
 AC9111.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9111
 AC9111.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9111
 AC9111.The ellipsoidal height was determined by GPS observations
 AC9111.and is referenced to NAD 83.
 AC9111
 AC9111.The geoid height was determined by GEOID03.
 AC9111
 AC9111;                    North         East     Units Scale Factor Converg.
 AC9111;SPC WI C     -   198,476.634   424,189.820   MT  1.00002002   -1 35 24.2
 AC9111;SPC WI C     -   651,168.76  1,391,696.10   sFT  1.00002002   -1 35 24.2
 AC9111;UTM  15      - 5,049,594.460   558,216.792   MT  0.99964167   +0 31 59.9
 AC9111
 AC9111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9111!SPC WI C     -   0.99994714  x   1.00002002  =   0.99996716
 AC9111!UTM  15      -   0.99994714  x   0.99964167  =   0.99958883
 AC9111
 AC9111                          SUPERSEDED SURVEY CONTROL
 AC9111
 AC9111  NAD 83(1991)-  45 35 50.83618(N)    092 15 12.78906(W) AD(       ) 1
 AC9111  ELLIP H (06/10/97)  337.20   (m)                       GP(       ) 2 1
 AC9111
 AC9111.Superseded values are not recommended for survey control.
 AC9111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9111.See file dsdata.txt to determine how the superseded data were derived.
 AC9111
 AC9111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL5821749594(NAD 83)
 AC9111_MARKER: DD = SURVEY DISK
 AC9111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9111_STAMPING: MCKINLEY C. 468
 AC9111_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC9111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9111+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2005
 AC9111
 AC9111  HISTORY     - Date     Condition        Report By
 AC9111  HISTORY     - 1995     MONUMENTED       WI-095
 AC9111  HISTORY     - 20051025 GOOD             WIDT
 AC9111
 AC9111                          STATION DESCRIPTION
 AC9111
 AC9111'DESCRIBED BY POLK COUNTY WISCONSIN 1995 (TEC)
 AC9111'THE STATION IS LOCATED 12.25 MI (19.71 KM) EAST AND 2 MI (3.2 KM)
 AC9111'NORTH OF VILLAGE OF LUCK, WISCONSIN IN THE SOUTHWEST QUARTER OF
 AC9111'SOUTHWEST QUARTER OF SECTION 17, T.36N., R.15W., 4TH P.M.  TOWN OF
 AC9111'MCKINLEY, POLK COUNTY.  TO REACH THE STATION FROM THE VILLAGE OF LUCK
 AC9111'START AT THE INTERSECTION OF STATE HIGHWAY 48 AND STATE HIGHWAY 35, GO
 AC9111'EAST ALONG STATE HIGHWAY 48 12.25 MI (19.71 KM) TO THE INTERSECTION OF
 AC9111'40TH STREET AND STATE HIGHWAY 48, GO NORTH 2 MI (3.2 KM) TO THE
 AC9111'INTERSECTION OF 40TH STREET AND 270TH AVENUE, GO WEST ALONG 270TH
 AC9111'STREET .8 MI (1.3 KM) TO THE STATION.  THE STATION IS LOCATED 32.5
 AC9111'FEET (9.9 M) NORTH OF CENTERLINE OF 270TH AVENUE, 151 FEET (46.0 M)
 AC9111'WEST OF CENTERLINE DRIVE TO NORTH FIRE NO.  475 MCKINLEY, .25 MI (0.40
 AC9111'KM) EAST OF BRIDGE.  THE STATION IS A BRASS CAP, SET IN A 1.3 FOOT
 AC9111'(0.4 M) DIAMETER BY 6 FOOT (1.8 M) DEEP CONCRETE MONUMENT FLUSH WITH
 AC9111'GROUND SURFACE.  A PLASTIC WITNESS POST IS SET 2 FEET (0.6 M) FROM THE
 AC9111'STATION.
 AC9111
 AC9111                          STATION RECOVERY (2005)
 AC9111
 AC9111'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AC9111'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 47 M WEST OF
 AC9111'THE CENTERLINE OF PRIVATE ENTRANCE --475-- AND 1.0 M NORTH, 1.0 M
 AC9111'SOUTHEAST, AND 1.0 M SOUTHWEST OF THREE ORANGE 4X4 PLASTIC GUARD
 AC9111'POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC9112 ***********************************************************************
 AC9112  DESIGNATION -  MCKINLEY S
 AC9112  PID         -  AC9112
 AC9112  STATE/COUNTY-  WI/POLK
 AC9112  USGS QUAD   -  MC KINLEY (1982)
 AC9112
 AC9112                         *CURRENT SURVEY CONTROL
 AC9112  ___________________________________________________________________
 AC9112* NAD 83(1997)-  45 33 14.06611(N)    092 13 11.45314(W)     ADJUSTED  
 AC9112* NAVD 88     -       395.9    (meters)    1299.     (feet)  GPS OBS   
 AC9112  ___________________________________________________________________
 AC9112  X           -    -173,299.986 (meters)                     COMP
 AC9112  Y           -  -4,470,751.430 (meters)                     COMP
 AC9112  Z           -   4,530,928.738 (meters)                     COMP
 AC9112  LAPLACE CORR-         -15.81  (seconds)                    DEFLEC99
 AC9112  ELLIP HEIGHT-         367.19  (meters)          (09/30/02) GPS OBS
 AC9112  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 AC9112
 AC9112  HORZ ORDER  -  FIRST
 AC9112  ELLP ORDER  -  SECOND    CLASS I
 AC9112
 AC9112.The horizontal coordinates were established by GPS observations
 AC9112.and adjusted by the National Geodetic Survey in September 2002..
 AC9112
 AC9112.The orthometric height was determined by GPS observations and a
 AC9112.high-resolution geoid model.
 AC9112
 AC9112.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9112
 AC9112.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9112
 AC9112.The ellipsoidal height was determined by GPS observations
 AC9112.and is referenced to NAD 83.
 AC9112
 AC9112.The geoid height was determined by GEOID03.
 AC9112
 AC9112;                    North         East     Units Scale Factor Converg.
 AC9112;SPC WI C     -   193,565.957   426,686.344   MT  1.00001071   -1 33 58.6
 AC9112;SPC WI C     -   635,057.64  1,399,886.78   sFT  1.00001071   -1 33 58.6
 AC9112;UTM  15      - 5,044,781.441   560,892.549   MT  0.99964559   +0 33 25.1
 AC9112
 AC9112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9112!SPC WI C     -   0.99994244  x   1.00001071  =   0.99995315
 AC9112!UTM  15      -   0.99994244  x   0.99964559  =   0.99958805
 AC9112
 AC9112                          SUPERSEDED SURVEY CONTROL
 AC9112
 AC9112  NAD 83(1991)-  45 33 14.06577(N)    092 13 11.45146(W) AD(       ) 1
 AC9112  ELLIP H (06/10/97)  367.20   (m)                       GP(       ) 2 1
 AC9112
 AC9112.Superseded values are not recommended for survey control.
 AC9112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9112.See file dsdata.txt to determine how the superseded data were derived.
 AC9112
 AC9112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6089344781(NAD 83)
 AC9112_MARKER: DD = SURVEY DISK
 AC9112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9112_STAMPING: MCKINLEY S. 469
 AC9112_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC9112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9112+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2005
 AC9112
 AC9112  HISTORY     - Date     Condition        Report By
 AC9112  HISTORY     - 1995     MONUMENTED       WI-095
 AC9112  HISTORY     - 20051025 GOOD             WIDT
 AC9112
 AC9112                          STATION DESCRIPTION
 AC9112
 AC9112'DESCRIBED BY POLK COUNTY WISCONSIN 1995 (TEC)
 AC9112'THE STATION IS LOCATED 12.75 MI (20.52 KM) EAST AND 1 MI (1.6 KM)
 AC9112'SOUTH OF VILLAGE OF LUCK, WISCONSIN IN THE SOUTHEAST QUARTER OF
 AC9112'SOUTHEAST QUARTER OF SECTION 33, T.36N., R.15W., 4TH P.M.  TOWN OF
 AC9112'MCKINLEY, POLK COUNTY.  TO REACH THE STATION FROM THE VILLAGE OF LUCK
 AC9112'START AT THE INTERSECTION OF STATE HIGHWAY 48 AND STATE HIGHWAY 35, GO
 AC9112'EAST ALONG STATE HIGHWAY 48 12.25 MI (19.71 KM) TO THE INTERSECTION OF
 AC9112'STATE HIGHWAY 48 AND 40TH STREET, GO SOUTH 1 MI (1.6 KM) TO THE
 AC9112'INTERSECTION OF 40TH STREET AND 240TH AVENUE, GO EAST .85 MI (1.37 KM)
 AC9112'ALONG 240TH STREET TO THE STATION.  THE STATION IS LOCATED 29 FEET
 AC9112'(8.8 M) NORTH OF CENTERLINE OF 240TH AVENUE, 57 FEET (17.4 M) WEST OF
 AC9112'CENTERLINE OF DRIVE TO NORTH FIRE NO.  311 MCKINLEY, .35 MI (0.56 KM)
 AC9112'EAST OF 35TH STREET.  THE STATION IS A BRASS CAP, SET IN A 1.3 FOOT
 AC9112'(0.4 M) DIAMETER BY 6 FOOT (1.8 M) DEEP CONCRETE MONUMENT FLUSH WITH
 AC9112'GROUND SURFACE.  A PLASTIC WITNESS POST IS SET 2 FEET (0.6 M) FROM THE
 AC9112'STATION.
 AC9112
 AC9112                          STATION RECOVERY (2005)
 AC9112
 AC9112'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AC9112'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 17.3 M WEST OF THE
 AC9112'CENTERLINE OF PRIVATE ENTRANCE --311-- AND 1.0 M NORTH, 1.0 M
 AC9112'SOUTHWEST, AND 1.0 M SOUTHEAST OF THREE ORANGE 4X4 PLASTIC GUARD
 AC9112'POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC9113 ***********************************************************************
 AC9113  DESIGNATION -  MCKINLEY SW
 AC9113  PID         -  AC9113
 AC9113  STATE/COUNTY-  WI/POLK
 AC9113  USGS QUAD   -  BIG ROUND LAKE (1983)
 AC9113
 AC9113                         *CURRENT SURVEY CONTROL
 AC9113  ___________________________________________________________________
 AC9113* NAD 83(1997)-  45 34 15.75558(N)    092 17 03.05497(W)     ADJUSTED  
 AC9113* NAVD 88     -       373.7    (meters)    1226.     (feet)  GPS OBS   
 AC9113  ___________________________________________________________________
 AC9113  X           -    -178,264.993 (meters)                     COMP
 AC9113  Y           -  -4,469,179.938 (meters)                     COMP
 AC9113  Z           -   4,532,246.702 (meters)                     COMP
 AC9113  LAPLACE CORR-         -12.61  (seconds)                    DEFLEC99
 AC9113  ELLIP HEIGHT-         345.43  (meters)          (09/30/02) GPS OBS
 AC9113  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 AC9113
 AC9113  HORZ ORDER  -  FIRST
 AC9113  ELLP ORDER  -  SECOND    CLASS I
 AC9113
 AC9113.The horizontal coordinates were established by GPS observations
 AC9113.and adjusted by the National Geodetic Survey in September 2002..
 AC9113
 AC9113.The orthometric height was determined by GPS observations and a
 AC9113.high-resolution geoid model.
 AC9113
 AC9113.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9113
 AC9113.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9113
 AC9113.The ellipsoidal height was determined by GPS observations
 AC9113.and is referenced to NAD 83.
 AC9113
 AC9113.The geoid height was determined by GEOID03.
 AC9113
 AC9113;                    North         East     Units Scale Factor Converg.
 AC9113;SPC WI C     -   195,609.063   421,718.380   MT  1.00001431   -1 36 42.0
 AC9113;SPC WI C     -   641,760.73  1,383,587.72   sFT  1.00001431   -1 36 42.0
 AC9113;UTM  15      - 5,046,638.414   555,854.174   MT  0.99963835   +0 30 40.3
 AC9113
 AC9113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9113!SPC WI C     -   0.99994585  x   1.00001431  =   0.99996016
 AC9113!UTM  15      -   0.99994585  x   0.99963835  =   0.99958422
 AC9113
 AC9113                          SUPERSEDED SURVEY CONTROL
 AC9113
 AC9113  NAD 83(1991)-  45 34 15.75521(N)    092 17 03.05325(W) AD(       ) 1
 AC9113  ELLIP H (06/10/97)  345.44   (m)                       GP(       ) 2 1
 AC9113
 AC9113.Superseded values are not recommended for survey control.
 AC9113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9113.See file dsdata.txt to determine how the superseded data were derived.
 AC9113
 AC9113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL5585446638(NAD 83)
 AC9113_MARKER: DD = SURVEY DISK
 AC9113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9113_STAMPING: MCKINLEY SW 470
 AC9113_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC9113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9113+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2005
 AC9113
 AC9113  HISTORY     - Date     Condition        Report By
 AC9113  HISTORY     - 1995     MONUMENTED       WI-095
 AC9113  HISTORY     - 20051102 GOOD             WIDT
 AC9113
 AC9113                          STATION DESCRIPTION
 AC9113
 AC9113'DESCRIBED BY POLK COUNTY WISCONSIN 1995 (TEC)
 AC9113'THE STATION IS LOCATED 10 MI (16.1 KM) EAST OF VILLAGE OF LUCK,
 AC9113'WISCONSIN IN GOVERNMENT LOT 4, SECTION 30, T.36N., R.15W., 4TH P.M.
 AC9113'TOWN OF MCKINLEY, POLK COUNTY.  TO REACH THE STATION FROM THE VILLAGE
 AC9113'OF LUCK START AT THE INTERSECTION STATE HIGHWAY 48 AND STATE HIGHWAY
 AC9113'35, GO EAST ALONG STATE HIGHWAY 48 10 MI (16.1 KM) TO THE STATION. THE
 AC9113'STATION IS LOCATED 40.5 FEET (12.3 M) NORTH OF STATE HIGHWAY 48, 16.5
 AC9113'FEET (5.0 M) EAST OF CENTERLINE OF FIELD DRIVE TO NORTH.  .2 MI (0.3
 AC9113'KM) EAST OF COUNTY HIGHWAY E.  THE STATION IS A BRASS CAP, SET IN A
 AC9113'1.3 FOOT (0.4 M) DIAMETER BY 6 FOOT (1.8 M) DEEP CONCRETE MONUMENT
 AC9113'FLUSH WITH GROUND SURFACE.  A PLASTIC WITNESS POST IS SET 2 FEET (0.6
 AC9113'M) FROM THE STATION.
 AC9113
 AC9113                          STATION RECOVERY (2005)
 AC9113
 AC9113'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AC9113'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 6.6 M NORTHEAST OF
 AC9113'A --JCT COUNTY E-- SIGN POST, 24.6 M EAST-SOUTHEAST OF POWER POLE
 AC9113'--7410WW9--, AND 0.9 M NORTH, 0.9 M SOUTHEAST, AND 0.9 M SOUTHWEST OF
 AC9113'THREE ORANGE 4X4 PLASTIC GUARD POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0748 ***********************************************************************
 QM0748  DESIGNATION -  MCNAUGHTON
 QM0748  PID         -  QM0748
 QM0748  STATE/COUNTY-  WI/ONEIDA
 QM0748  USGS QUAD   -  MC NAUGHTON (1982)
 QM0748
 QM0748                         *CURRENT SURVEY CONTROL
 QM0748  ___________________________________________________________________
 QM0748* NAD 83(1991)-  45 44 02.12096(N)    089 34 10.14479(W)     ADJUSTED  
 QM0748* NAVD 88     -       494.00   (+/-2cm)    1620.7    (feet)  VERTCON   
 QM0748  ___________________________________________________________________
 QM0748  LAPLACE CORR-          -8.13  (seconds)                    DEFLEC99
 QM0748  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 QM0748
 QM0748  HORZ ORDER  -  SECOND
 QM0748  VERT ORDER  -  THIRD ? (See Below)
 QM0748
 QM0748.The horizontal coordinates were established by classical geodetic methods
 QM0748.and adjusted by the National Geodetic Survey in November 1991..
 QM0748
 QM0748.The NAVD 88 height was computed by applying the VERTCON shift value to
 QM0748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QM0748.The vertical order pertains to the NGVD 29 superseded value.
 QM0748
 QM0748.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0748
 QM0748.The geoid height was determined by GEOID03.
 QM0748
 QM0748;                    North         East     Units Scale Factor Converg.
 QM0748;SPC WI N     -    63,137.664   633,507.589   MT  0.99997384   +0 18 38.0
 QM0748;SPC WI N     -   207,144.15  2,078,432.81   sFT  0.99997384   +0 18 38.0
 QM0748;UTM  16      - 5,067,696.234   300,088.963   MT  1.00009135   -1 50 26.3
 QM0748
 QM0748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0748!SPC WI N     -   0.99992748  x   0.99997384  =   0.99990132
 QM0748!UTM  16      -   0.99992748  x   1.00009135  =   1.00001883
 QM0748
 QM0748|---------------------------------------------------------------------|
 QM0748| PID    Reference Object                     Distance      Geod. Az  |
 QM0748|                                                           dddmmss.s |
 QM0748| CJ5722 MCNAUGHTON RM 1                      18.738 METERS 06707     |
 QM0748| CJ5723 MCNAUGHTON RM 2                      16.422 METERS 18911     |
 QM0748| CJ5721 MCNAUGHTON AZ MK                                   3585650.0 |
 QM0748|---------------------------------------------------------------------|
 QM0748
 QM0748                          SUPERSEDED SURVEY CONTROL
 QM0748
 QM0748  NAD 83(1986)-  45 44 02.11733(N)    089 34 10.14077(W) AD(       ) 2
 QM0748  NAD 27      -  45 44 02.28400(N)    089 34 09.63200(W) AD(       ) 2
 QM0748  NGVD 29 (07/19/86)  493.99   (m)         1620.7    (f) LEVELING    3  
 QM0748
 QM0748.Superseded values are not recommended for survey control.
 QM0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0748.See file dsdata.txt to determine how the superseded data were derived.
 QM0748
 QM0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR0008967696(NAD 83)
 QM0748_MARKER: DS = TRIANGULATION STATION DISK
 QM0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0748
 QM0748  HISTORY     - Date     Condition        Report By
 QM0748  HISTORY     - 1952     MONUMENTED       CGS
 QM0748
 QM0748                          STATION DESCRIPTION
 QM0748
 QM0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QM0748'THE STATION IS LOCATED ABOUT 9.0 MILES SOUTHEAST OF HAZELHURST,
 QM0748'5.5 MILES SOUTH OF LAKE TOMAHAWK, 1.5 MILES WEST OF
 QM0748'MC NAUGHTON AND ON THE RIGHT OF WAY OF STATE HIGHWAY 47.
 QM0748'
 QM0748'TO REACH THE STATION FROM THE RAILROAD STATION IN LAKE TOMAHAWK,
 QM0748'GO SOUTH ON STATE HIGHWAY 47 FOR 5.45 MILES TO THE AZIMUTH
 QM0748'MARK ON THE RIGHT AS DESCRIBED.  CONTINUE AHEAD FOR 0.55
 QM0748'MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 QM0748'
 QM0748'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 QM0748'MONUMENT THAT PROJECTS 4 INCHES.  IT IS 39 FEET WEST OF
 QM0748'CENTERLINE OF STATE HIGHWAY 47, 38 FEET EAST OF CENTERLINE
 QM0748'OF A GRAVEL ROAD, 35 FEET NORTH OF A TELEPHONE POLE AND 5
 QM0748'FEET NORTHWEST OF A WITNESS POST.  IT IS STAMPED MC NAUGHTON
 QM0748'1952.
 QM0748'
 QM0748'REFERENCE MARK 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 QM0748'MONUMENT THAT PROJECTS 3 INCHES.  IT IS 22 FEET EAST OF
 QM0748'CENTERLINE OF STATE HIGHWAY 47 AND 10 FEET WEST OF A 12 INCH
 QM0748'FIR TREE.  IT IS STAMPED MC NAUGHTON NO 1 1952.
 QM0748'
 QM0748'REFERENCE MARK 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 QM0748'MONUMENT THAT PROJECTS 3 INCHES.  IT IS 31 FEET EAST OF
 QM0748'CENTERLINE OF A GRAVEL ROAD AND 10 FEET SOUTHEAST OF A TELEPHONE
 QM0748'POLE.  IT IS STAMPED MC NAUGHTON NO 2 1952.
 QM0748'
 QM0748'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 QM0748'MONUMENT THAT PROJECTS 6 INCHES.  IT IS 36 FEET WEST OF CENTERLINE
 QM0748'OF STATE HIGHWAY 47, 30 FEET NORTHWEST OF A T-INTERSECTION,
 QM0748'3 FEET EAST OF A WITNESS POST AND 2 FEET SOUTH OF A SIGN
 QM0748'MC NAUGHTON STATE FORESTRY CAMP.  IT IS STAMPED MC NAUGHTON 1952.
 QM0748'
 QM0748'HEIGHT OF LIGHT ABOVE STATION MARK 25 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0796 ***********************************************************************
 PO0796  DESIGNATION -  MCRAY 2
 PO0796  PID         -  PO0796
 PO0796  STATE/COUNTY-  WI/MARATHON
 PO0796  USGS QUAD   -  SPENCER SOUTH (1979)
 PO0796
 PO0796                         *CURRENT SURVEY CONTROL
 PO0796  ___________________________________________________________________
 PO0796* NAD 83(1986)-  44 44 04.     (N)    090 15 58.     (W)     SCALED    
 PO0796* NAVD 88     -       401.83   (meters)    1318.3    (feet)  RESET     
 PO0796  ___________________________________________________________________
 PO0796  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 PO0796
 PO0796  VERT ORDER  -  THIRD
 PO0796
 PO0796.The horizontal coordinates were scaled from a topographic map and have
 PO0796.an estimated accuracy of +/- 6 seconds.
 PO0796
 PO0796.The orthometric height was computed from unverified reset data.
 PO0796.No vertical observational check was made to the station.
 PO0796
 PO0796.The geoid height was determined by GEOID03.
 PO0796
 PO0796;                    North         East    Units  Estimated Accuracy
 PO0796;SPC WI C     -   100,160.      578,920.      MT  (+/- 180 meters Scaled)
 PO0796
 PO0796                          SUPERSEDED SURVEY CONTROL
 PO0796
 PO0796  NGVD 29 (09/01/04)  401.83   (m)         1318.3    (f) RESET       3  
 PO0796
 PO0796.Superseded values are not recommended for survey control.
 PO0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0796.See file dsdata.txt to determine how the superseded data were derived.
 PO0796
 PO0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK164570(NAD 83)
 PO0796_MARKER: DH = HORIZONTAL CONTROL DISK
 PO0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0796_SP_SET: CONCRETE POST
 PO0796_STAMPING: MCRAY 2 1984
 PO0796_MARK LOGO: NGS   
 PO0796_MAGNETIC: N = NO MAGNETIC MATERIAL
 PO0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0796+STABILITY: SURFACE MOTION
 PO0796
 PO0796  HISTORY     - Date     Condition        Report By
 PO0796  HISTORY     - 1984     MONUMENTED       NGS
 PO0796  HISTORY     - 19840613 GOOD             NGS
 PO0796  HISTORY     - 20011110 MARK NOT FOUND   USPSQD
 PO0796  HISTORY     - 20020921 GOOD             USPSQD
 PO0796  HISTORY     - 20041215 GOOD             USPSQD
 PO0796
 PO0796                          STATION DESCRIPTION
 PO0796
 PO0796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PO0796'FROM THE JUNCTION OF US HIGHWAY 13 AND STATE HIGHWAY 98 WEST IN
 PO0796'SPENCER, GO SOUTH ON US HIGHWAY 13 FOR 2.25 MILES (3.62 KM) TO A
 PO0796'FIELD ENTRANCE ROAD RIGHT AND STATION, SET INTO THE TOP OF A 10 INCH
 PO0796'ROUND CONCRETE MONUMENT FLUSH WITH GROUND.  IT IS 120.0 FEET
 PO0796'(36.6 M) NORTHWEST OF FIELD ENTRANCE ROAD, 39.6 FEET (12.1 M)
 PO0796'SOUTHWEST OF THE WESTERLY RAIL OF RAILROAD TRACK, 8.0 FEET (2.4 M)
 PO0796'NORTHEAST FROM A FENCE AND 2.0 FEET (0.6 M) SOUTHEAST FROM A WITNESS
 PO0796'POST.
 PO0796
 PO0796                          STATION RECOVERY (1984)
 PO0796
 PO0796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 PO0796'THE STATION IS LOCATED ABOUT 2.3 MI (3.7 KM) SOUTHEAST OF SPENCER, 6.0
 PO0796'MI (9.7 KM) NORTHWEST OF MARSHFIELD IN THE SOUTHEAST QUARTER SECTION
 PO0796'16 T., 26 N., R 2 E AND ON RAILROAD RIGHT-OF-WAY.  TO REACH THE
 PO0796'STATION FROM THE JUNCTION OF US HIGHWAY 13 AND STATE HIGHWAY 98 WEST
 PO0796'IN SPENCER, GO SOUTH ON US HIGHWAY 13 FOR 2.0 MI (3.2 KM) TO AZIMUTH
 PO0796'MARK ON LEFT.  CONTINUE SOUTH ON HIGHWAY 13 FOR 0.25 MI (0.40 KM) TO A
 PO0796'FIELD ENTRANCE ROAD ON RIGHT AND THE STATION ON RIGHT AS DESCRIBED.
 PO0796' 
 PO0796'THE STATION IS A STANDARD NGS DISK STAMPED--MCRAY 2 1984--, SET INTO
 PO0796'THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES (30 CM) IN DIAMETER,
 PO0796'FLUSH WITH GROUND.  LOCATED 120.0 FT (36.6 M) NW FROM THE CENTERLINE
 PO0796'OF A FIELD ENTRANCE CROSSING TRACKS, 39.6 FT (12.1 M) SW FROM THE
 PO0796'WESTERLY RAIL OF RAILROAD TRACK, 8.0 FT (2.4 M) NE FROM A FENCE AND
 PO0796'2.0 FT (0.6 M) SE FROM A WITNESS POST.  THE UNDERGROUND MARK IS A
 PO0796'STANDARD NGS DISK STAMPED--MCRAY 2 1984--, IMBEDDED IN AN IRREGULAR
 PO0796'MASS OF CONCRETE 3.5 FT (1.1 M) BELOW THE SURFACE. REFERENCE MARK NO 3
 PO0796'IS A STANDARD NGS DISK STAMPED--MCRAY 2 NO 3 1984-, SET INTO THE TOP
 PO0796'OF A ROUND CONCRETE MONUMENT 10 INCHES (30 CM) IN DIAMETER, FLUSH WITH
 PO0796'GROUND.  LOCATED 107.0 FT (32.6 M) NW FROM THE CENTERLINE OF THE FIELD
 PO0796'ENTRANCE ROAD, 40.6 FT (12.4 M) SW FROM THE WESTERLY RAIL OF RAILROAD
 PO0796'TRACKS, 7.0 FT (2.1 M) NE FROM THE FENCE, 1.5 FT (0.5 M) NE FROM A
 PO0796'WITNESS POST AND LEVEL WITH THE STATION.  REFERENCE MARK NO 4 IS A
 PO0796'STANDARD NGS DISK STAMPED--MCRAY 2 NO 4 1984--, SET INTO THE TOP OF A
 PO0796'ROUND CONCRETE MONUMENT 10 INCHES (30 CM) IN DIAMETER, FLUSH WITH
 PO0796'GROUND.  LOCATED 36.6 FT (11.2 M) SW FROM THE WESTERLY RAIL OF
 PO0796'RAILROAD TRACKS, 10.5 FT (3.2 M) NE FROM THE FENCE, 1.5 FT (0.5 M) NE
 PO0796'FROM A WITNESS POST AND 0.5 FT (15.2 CM) LOWER THAN THE STATION.
 PO0796'AZIMUTH MARK NO 1 IS A STANDARD NGS REFERENCE MARK DISK STAMPED--MCRAY
 PO0796'1934 AZIMUTH--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12
 PO0796'INCHES (35 CM) IN DIAMETER, PROJECTING 8 INCHES (24 CM) ABOVE THE
 PO0796'GROUND.  LOCATED 31.0 FT (9.4 M) NE FROM THE EXISTING CENTERLINE OF US
 PO0796'HIGHWAY 13 AND 1.0 FT (0.3 M) WSW FROM A FENCE LINE AND WITNESS POST.
 PO0796
 PO0796                          STATION RECOVERY (2001)
 PO0796
 PO0796'RECOVERY NOTE BY US POWER SQUADRON 2001 (DS)
 PO0796'MARK NOT FOUND.
 PO0796
 PO0796                          STATION RECOVERY (2002)
 PO0796
 PO0796'RECOVERY NOTE BY US POWER SQUADRON 2002 (DS)
 PO0796'RECOVERED IN GOOD CONDITION.
 PO0796
 PO0796                          STATION RECOVERY (2004)
 PO0796
 PO0796'RECOVERY NOTE BY US POWER SQUADRON 2004 (DS)
 PO0796'STATION - OK
 PO0796'REFERENCE MARK NO 3 - OK
 PO0796'REFERENCE MARK NO 4 - OK
 PO0796'AZIMUTH MARK NO 1 - OK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0797 ***********************************************************************
 PO0797  DESIGNATION -  MCRAY 2 RM 3
 PO0797  PID         -  PO0797
 PO0797  STATE/COUNTY-  WI/MARATHON
 PO0797  USGS QUAD   -  SPENCER SOUTH (1979)
 PO0797
 PO0797                         *CURRENT SURVEY CONTROL
 PO0797  ___________________________________________________________________
 PO0797* NAD 83(1986)-  44 44 04.     (N)    090 15 58.     (W)     SCALED    
 PO0797* NAVD 88     -       401.79   (meters)    1318.2    (feet)  RESET     
 PO0797  ___________________________________________________________________
 PO0797  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 PO0797
 PO0797  VERT ORDER  -  THIRD
 PO0797
 PO0797.The horizontal coordinates were scaled from a topographic map and have
 PO0797.an estimated accuracy of +/- 6 seconds.
 PO0797
 PO0797.The orthometric height was computed from unverified reset data.
 PO0797.No vertical observational check was made to the station.
 PO0797
 PO0797.The geoid height was determined by GEOID03.
 PO0797
 PO0797;                    North         East    Units  Estimated Accuracy
 PO0797;SPC WI C     -   100,160.      578,920.      MT  (+/- 180 meters Scaled)
 PO0797
 PO0797                          SUPERSEDED SURVEY CONTROL
 PO0797
 PO0797  NGVD 29 (09/01/04)  401.79   (m)         1318.2    (f) RESET       3  
 PO0797
 PO0797.Superseded values are not recommended for survey control.
 PO0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0797.See file dsdata.txt to determine how the superseded data were derived.
 PO0797
 PO0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK164570(NAD 83)
 PO0797_MARKER: DR = REFERENCE MARK DISK
 PO0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0797_SP_SET: CONCRETE POST
 PO0797_STAMPING: MCRAY 2 NO 3 1984
 PO0797_MARK LOGO: NGS   
 PO0797_MAGNETIC: N = NO MAGNETIC MATERIAL
 PO0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0797+STABILITY: SURFACE MOTION
 PO0797
 PO0797  HISTORY     - Date     Condition        Report By
 PO0797  HISTORY     - 1984     MONUMENTED       NGS
 PO0797  HISTORY     - 20020921 GOOD             USPSQD
 PO0797  HISTORY     - 20041215 GOOD             USPSQD
 PO0797
 PO0797                          STATION DESCRIPTION
 PO0797
 PO0797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PO0797'FROM JUNCTION OF US HIGHWAY 13 AND STATE HIGHWAY 98 WEST IN SPENCER,
 PO0797'GO SOUTH ON HIGHWAY 13 FOR 2.25 MILES (3.62 KM) TO A FIELD ENTRANCE
 PO0797'ROAD RIGHT AND STATION, SET INTO THE TOP OF A 10 INCH ROUND MONUMENT
 PO0797'FLUSH WITH GROUND.  IT IS 107.0 FEET (32.6 M) NORTHWEST FROM THE
 PO0797'CENTER OF THE FIELD ENTRANCE ROAD, 40.6 FEET (12.4 M) SOUTHWEST FROM
 PO0797'THE WESTERLY RAIL OF RAILROAD TRACK, 7.0 FEET (2.1 M) NORTHEAST FROM
 PO0797'THE FENCE AND 1.5 FEET (0.5 M) NORTHEAST FROM A WITNESS POST, 13.04
 PO0797'FEET (3.97 M) SOUTHEAST OF TRIANGULATION STATION MCRAY 2 1984.
 PO0797
 PO0797                          STATION RECOVERY (2002)
 PO0797
 PO0797'RECOVERY NOTE BY US POWER SQUADRON 2002 (DS)
 PO0797'RECOVERED IN GOOD CONDITION.
 PO0797
 PO0797                          STATION RECOVERY (2004)
 PO0797
 PO0797'RECOVERY NOTE BY US POWER SQUADRON 2004 (DS)
 PO0797'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0798 ***********************************************************************
 PO0798  DESIGNATION -  MCRAY 2 RM 4
 PO0798  PID         -  PO0798
 PO0798  STATE/COUNTY-  WI/MARATHON
 PO0798  USGS QUAD   -  SPENCER SOUTH (1979)
 PO0798
 PO0798                         *CURRENT SURVEY CONTROL
 PO0798  ___________________________________________________________________
 PO0798* NAD 83(1986)-  44 44 04.     (N)    090 15 58.     (W)     SCALED    
 PO0798* NAVD 88     -       401.84   (meters)    1318.4    (feet)  RESET     
 PO0798  ___________________________________________________________________
 PO0798  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 PO0798
 PO0798  VERT ORDER  -  THIRD
 PO0798
 PO0798.The horizontal coordinates were scaled from a topographic map and have
 PO0798.an estimated accuracy of +/- 6 seconds.
 PO0798
 PO0798.The orthometric height was computed from unverified reset data.
 PO0798.No vertical observational check was made to the station.
 PO0798
 PO0798.The geoid height was determined by GEOID03.
 PO0798
 PO0798;                    North         East    Units  Estimated Accuracy
 PO0798;SPC WI C     -   100,160.      578,920.      MT  (+/- 180 meters Scaled)
 PO0798
 PO0798                          SUPERSEDED SURVEY CONTROL
 PO0798
 PO0798  NGVD 29 (09/01/04)  401.84   (m)         1318.4    (f) RESET       3  
 PO0798
 PO0798.Superseded values are not recommended for survey control.
 PO0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0798.See file dsdata.txt to determine how the superseded data were derived.
 PO0798
 PO0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK164570(NAD 83)
 PO0798_MARKER: DR = REFERENCE MARK DISK
 PO0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0798_SP_SET: CONCRETE POST
 PO0798_STAMPING: MCRAY 2 NO 4 1984
 PO0798_MARK LOGO: NGS   
 PO0798_MAGNETIC: N = NO MAGNETIC MATERIAL
 PO0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0798+STABILITY: SURFACE MOTION
 PO0798
 PO0798  HISTORY     - Date     Condition        Report By
 PO0798  HISTORY     - 1984     MONUMENTED       NGS
 PO0798  HISTORY     - 20020921 GOOD             USPSQD
 PO0798  HISTORY     - 20041215 GOOD             USPSQD
 PO0798
 PO0798                          STATION DESCRIPTION
 PO0798
 PO0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PO0798'FROM THE JUNCTION OF US HIGHWAY 13 AND STATE HIGHWAY 98 WEST IN
 PO0798'SPENCER, GO SOUTH ON HIGHWAY 13 FOR 2.25 MILES (3.62 KM) TO A FIELD
 PO0798'ENTRANCE ROAD AND STATION ON RIGHT, SET INTO THE TOP OF A 10 INCH
 PO0798'ROUND MONUMENT FLUSH WITH GROUND.  IT IS 36.6 FEET (11.2 M) SOUTHWEST
 PO0798'FROM THE WESTERLY RAIL OF RAILROAD TRACKS, 10.5 FEET (3.2 M)
 PO0798'NORTHEAST FROM A FENCE, 1.5 FEET (0.5 M) NORTHEAST FROM A WITNESS POST
 PO0798'AND 14.225 FEET (4.336 M) NORTHWEST FROM TRIANGULATION STATION MCRAY
 PO0798'2 1984.
 PO0798
 PO0798                          STATION RECOVERY (2002)
 PO0798
 PO0798'RECOVERY NOTE BY US POWER SQUADRON 2002 (DS)
 PO0798'RECOVERED IN GOOD CONDITION.
 PO0798
 PO0798                          STATION RECOVERY (2004)
 PO0798
 PO0798'RECOVERY NOTE BY US POWER SQUADRON 2004 (DS)
 PO0798'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0001 ***********************************************************************
 PO0001  DESIGNATION -  MCRAY RM 1
 PO0001  PID         -  PO0001
 PO0001  STATE/COUNTY-  WI/MARATHON
 PO0001  USGS QUAD   -  SPENCER SOUTH (1979)
 PO0001
 PO0001                         *CURRENT SURVEY CONTROL
 PO0001  ___________________________________________________________________
 PO0001* NAD 83(1986)-  44 44 04.     (N)    090 15 58.     (W)     SCALED    
 PO0001* NAVD 88     -       401.740  (meters)    1318.04   (feet)  ADJUSTED  
 PO0001  ___________________________________________________________________
 PO0001  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 PO0001  DYNAMIC HT  -         401.681 (meters)    1317.85  (feet)  COMP
 PO0001  MODELED GRAV-     980,458.9   (mgal)                       NAVD 88
 PO0001
 PO0001  VERT ORDER  -  SECOND    CLASS 0
 PO0001
 PO0001.The horizontal coordinates were scaled from a topographic map and have
 PO0001.an estimated accuracy of +/- 6 seconds.
 PO0001
 PO0001.The orthometric height was determined by differential leveling
 PO0001.and adjusted by the National Geodetic Survey in June 1991..
 PO0001
 PO0001.The geoid height was determined by GEOID03.
 PO0001
 PO0001.The dynamic height is computed by dividing the NAVD 88
 PO0001.geopotential number by the normal gravity value computed on the
 PO0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0001.degrees latitude (g = 980.6199 gals.).
 PO0001
 PO0001.The modeled gravity was interpolated from observed gravity values.
 PO0001
 PO0001;                    North         East    Units  Estimated Accuracy
 PO0001;SPC WI C     -   100,160.      578,920.      MT  (+/- 180 meters Scaled)
 PO0001
 PO0001                          SUPERSEDED SURVEY CONTROL
 PO0001
 PO0001  NGVD 29 (??/??/92)  401.740  (m)         1318.04   (f) ADJ UNCH    2 0
 PO0001
 PO0001.Superseded values are not recommended for survey control.
 PO0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0001.See file dsdata.txt to determine how the superseded data were derived.
 PO0001
 PO0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK164570(NAD 83)
 PO0001_MARKER: DR = REFERENCE MARK DISK
 PO0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0001_STAMPING: MCRAY 1
 PO0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0001+STABILITY: SURFACE MOTION
 PO0001
 PO0001  HISTORY     - Date     Condition        Report By
 PO0001  HISTORY     - 1934     MONUMENTED       CGS
 PO0001  HISTORY     - 1943     GOOD             NGS
 PO0001  HISTORY     - 20011110 MARK NOT FOUND   USPSQD
 PO0001
 PO0001                          STATION DESCRIPTION
 PO0001
 PO0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PO0001'2.2 MI S FROM SPENCER.
 PO0001'2.2 MILES SOUTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 PO0001'MARIE RAILWAY FROM SPENCER, MARATHON COUNTY, 1/3 MILE SOUTH OF
 PO0001'MILEPOST 288, ABOUT 80 FEET SOUTHEAST OF R.M. 2 MC RAY, AND
 PO0001'60 FEET SOUTHWEST OF TRIANGULATION STATION MC RAY.  A STANDARD
 PO0001'REFERENCE-MARK DISK, STAMPED MC RAY 1 AND SET IN THE TOP OF A
 PO0001'CONCRETE POST.
 PO0001
 PO0001                          STATION RECOVERY (2001)
 PO0001
 PO0001'RECOVERY NOTE BY US POWER SQUADRON 2001 (DS)
 PO0001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0002 ***********************************************************************
 PO0002  DESIGNATION -  MCRAY RM 2
 PO0002  PID         -  PO0002
 PO0002  STATE/COUNTY-  WI/MARATHON
 PO0002  USGS QUAD   -  SPENCER SOUTH (1979)
 PO0002
 PO0002                         *CURRENT SURVEY CONTROL
 PO0002  ___________________________________________________________________
 PO0002* NAD 83(1991)-  44 44 04.84360(N)    090 15 59.32394(W)     ADJUSTED  
 PO0002* NAVD 88     -       401.96   (+/-2cm)    1318.8    (feet)  VERTCON   
 PO0002  ___________________________________________________________________
 PO0002  LAPLACE CORR-          -6.23  (seconds)                    DEFLEC99
 PO0002  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 PO0002
 PO0002  HORZ ORDER  -  SECOND
 PO0002  VERT ORDER  -  THIRD ? (See Below)
 PO0002
 PO0002.The horizontal coordinates were established by classical geodetic methods
 PO0002.and adjusted by the National Geodetic Survey in November 1991..
 PO0002
 PO0002.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0002.The vertical order pertains to the NGVD 29 superseded value.
 PO0002
 PO0002.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0002
 PO0002.The geoid height was determined by GEOID03.
 PO0002
 PO0002;                    North         East     Units Scale Factor Converg.
 PO0002;SPC WI C     -   100,190.537   578,893.467   MT  0.99994374   -0 11 16.9
 PO0002;SPC WI C     -   328,708.45  1,899,252.98   sFT  0.99994374   -0 11 16.9
 PO0002;UTM  15      - 4,957,112.483   716,436.131   MT  1.00017608   +1 55 28.8
 PO0002
 PO0002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0002!SPC WI C     -   0.99994223  x   0.99994374  =   0.99988598
 PO0002!UTM  15      -   0.99994223  x   1.00017608  =   1.00011830
 PO0002
 PO0002|---------------------------------------------------------------------|
 PO0002| PID    Reference Object                     Distance      Geod. Az  |
 PO0002|                                                           dddmmss.s |
 PO0002| PO0024 MCRAY                                18.690 METERS 12517     |
 PO0002| PO0532 MARSHFIELD ST JOHNS CATH CH         APPROX.10.3 KM 1340608.7 |
 PO0002| PO0529 MARSHFIELD MUNICIPAL STANDPIPE      APPROX. 9.6 KM 1345932.4 |
 PO0002| PO0526 MARSHFIELD MUNICIPAL PLANT STK      APPROX.11.5 KM 1455350.7 |
 PO0002| PO0001 MCRAY RM 1                           30.547 METERS 16644     |
 PO0002| AH5295 MCRAY AZ MK                                        3211015.4 |
 PO0002|---------------------------------------------------------------------|
 PO0002
 PO0002                          SUPERSEDED SURVEY CONTROL
 PO0002
 PO0002  NAD 83(1986)-  44 44 04.84027(N)    090 15 59.32908(W) AD(       ) 2
 PO0002  NAD 27      -  44 44 04.97000(N)    090 15 58.84900(W) AD(       ) 2
 PO0002  NGVD 29 (07/19/86)  401.97   (m)         1318.8    (f) LEVELING    3  
 PO0002
 PO0002.Superseded values are not recommended for survey control.
 PO0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0002.See file dsdata.txt to determine how the superseded data were derived.
 PO0002
 PO0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK1643657112(NAD 83)
 PO0002_MARKER: DR = REFERENCE MARK DISK
 PO0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0002_STAMPING: MCRAY RM NO 2 1934
 PO0002_MARK LOGO: CGS   
 PO0002_MAGNETIC: N = NO MAGNETIC MATERIAL
 PO0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0002+STABILITY: SURFACE MOTION
 PO0002
 PO0002  HISTORY     - Date     Condition        Report By
 PO0002  HISTORY     - 1934     MONUMENTED       CGS
 PO0002  HISTORY     - 1943     GOOD             NGS
 PO0002  HISTORY     - 19840101 POOR             NGS
 PO0002  HISTORY     - 20011110 GOOD             USPSQD
 PO0002  HISTORY     - 20041215 GOOD             USPSQD
 PO0002
 PO0002                          STATION DESCRIPTION
 PO0002
 PO0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 PO0002'THIS STATION IS ABOUT 6 MILES NORTHWEST OF MARSHFIELD, ABOUT
 PO0002'2 MILES SOUTHEAST OF SPENCER, IN SOUTHEAST QUARTER SEC. 16
 PO0002'T. 26 N., R. 2 W., ON LAND OWNED BY THE MINNEAPOLIS, ST. PAUL
 PO0002'AND SAULT STE. MARIE RAILWAY.  THE MARK IS SET ON THE RIGHT-OF-WAY
 PO0002'ABOUT 0.3 MILE SOUTHEAST OF MILEPOST 288.  IT IS 94 FEET
 PO0002'SOUTHWEST OF CENTER LINE OF STATE HIGHWAY 13, 27 FEET NORTHEAST
 PO0002'OF NORTHEAST RAIL.  MARK PROJECTS 12 INCHES.
 PO0002'
 PO0002'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF STATION ON WEST
 PO0002'SIDE OF TRACKS, 21-1/2 FEET SOUTHWEST OF SOUTHWEST RAIL, AND
 PO0002'26 FEET NORTHEAST OF WEST RIGHT-OF-WAY FENCE.  PROJECTS 12
 PO0002'INCHES.
 PO0002'
 PO0002'MC RAY (1921) IS 61.32 FEET SOUTHEAST OF STATION.  IT S 84
 PO0002'FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 13, 37
 PO0002'FEET NORTHEAST OF EAST RAIL, AND 12 FEET NORTH OF PRIVATE ROAD.
 PO0002'IT IS FLUSH WITH SURFACE OF GROUND.
 PO0002'
 PO0002'AZIMUTH MARK IS NORTHWEST OF STATION ON EAST EDGE OF RIGHT-OF-WAY
 PO0002'OF STATE HIGHWAY 13, 31 FEET EAST NORTHEAST OF CENTER LINE OF
 PO0002'ROAD, AND 2 FEET WEST-SOUTHWEST OF FENCE LINE.  IT PROJECTS
 PO0002'10 INCHES.
 PO0002'
 PO0002'TO REACH FROM MARSHFIELD (INTERSECTION OF STATE HIGHWAYS 13
 PO0002'AND 97), GO WEST AND NORTH ON STATE HIGHWAY 13 FOR 6.6 MILES
 PO0002'TO STATION.
 PO0002'
 PO0002'A 100-FOOT TOWER AT STAADT COMES INTO VIEW 23 FEET ABOVE THE
 PO0002'GROUND.
 PO0002'
 PO0002'A 87-FOOT TOWER AT ROBERT R.M. NO. 1, 1934 IS VISIBLE FROM THE
 PO0002'GROUND.
 PO0002'
 PO0002'AN 84-FOOT TOWER AT REGELE COMES INTO VIEW 15 FEET ABOVE THE
 PO0002'GROUND.
 PO0002
 PO0002                          STATION RECOVERY (1943)
 PO0002
 PO0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 PO0002'2.2 MI S FROM SPENCER.
 PO0002'2.2 MILES SOUTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 PO0002'MARIE RAILWAY FROM SPENCER, MARATHON COUNTY, ABOUT 1/3 MILE
 PO0002'SOUTH OF MILEPOST 288, ABOUT 80 FEET NORTHEAST OF R.M. 1 MC RAY,
 PO0002'AND 60 FEET NORTHWEST OF TRIANGULATION STATION MC RAY.  A
 PO0002'STANDARD REFERENCE-MARK DISK, STAMPED MC RAY 2 AND SET IN THE
 PO0002'TOP OF A CONCRETE POST.
 PO0002
 PO0002                          STATION RECOVERY (1984)
 PO0002
 PO0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 PO0002'STATION RECOVERED LEANING TO THE SOUTHWEST.  THE DISTANCE TO STATION
 PO0002'MCRAY 1921 DIFFER BY 0.32 OF A FOOT.  NO ANGLES WERE OBSERVED AT THIS
 PO0002'STATION.  RECOVERED BY RONALD L RAMSEY.
 PO0002
 PO0002                          STATION RECOVERY (2001)
 PO0002
 PO0002'RECOVERY NOTE BY US POWER SQUADRON 2001 (DS)
 PO0002'REFERENCE MARK NO. 1 - OK
 PO0002'AZIMUTH MARK - OK
 PO0002'STATION - OK
 PO0002
 PO0002                          STATION RECOVERY (2004)
 PO0002
 PO0002'RECOVERY NOTE BY US POWER SQUADRON 2004 (DS)
 PO0002'REFERENCE MARK NO. - OK
 PO0002'AZIMUTH MARK - OK
 PO0002'STATION - OK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0784 ***********************************************************************
 PN0784  DESIGNATION -  ME RESET
 PN0784  PID         -  PN0784
 PN0784  STATE/COUNTY-  WI/PORTAGE
 PN0784  USGS QUAD   -  MEEHAN (1976)
 PN0784
 PN0784                         *CURRENT SURVEY CONTROL
 PN0784  ___________________________________________________________________
 PN0784* NAD 83(1991)-  44 25 40.60822(N)    089 41 00.73107(W)     ADJUSTED  
 PN0784* NAVD 88     -       322.934  (meters)    1059.49   (feet)  ADJUSTED  
 PN0784  ___________________________________________________________________
 PN0784  LAPLACE CORR-          -5.16  (seconds)                    DEFLEC99
 PN0784  GEOID HEIGHT-         -35.54  (meters)                     GEOID03
 PN0784  DYNAMIC HT  -         322.874 (meters)    1059.30  (feet)  COMP
 PN0784  MODELED GRAV-     980,422.3   (mgal)                       NAVD 88
 PN0784
 PN0784  HORZ ORDER  -  FIRST
 PN0784  VERT ORDER  -  FIRST     CLASS II
 PN0784
 PN0784.The horizontal coordinates were established by classical geodetic methods
 PN0784.and adjusted by the National Geodetic Survey in November 1991..
 PN0784
 PN0784.The orthometric height was determined by differential leveling
 PN0784.and adjusted by the National Geodetic Survey in June 1991..
 PN0784
 PN0784.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0784
 PN0784.The geoid height was determined by GEOID03.
 PN0784
 PN0784.The dynamic height is computed by dividing the NAVD 88
 PN0784.geopotential number by the normal gravity value computed on the
 PN0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0784.degrees latitude (g = 980.6199 gals.).
 PN0784
 PN0784.The modeled gravity was interpolated from observed gravity values.
 PN0784
 PN0784;                    North         East     Units Scale Factor Converg.
 PN0784;SPC WI C     -    66,121.369   625,198.396   MT  0.99997112   +0 13 23.8
 PN0784;SPC WI C     -   216,933.19  2,051,171.74   sFT  0.99997112   +0 13 23.8
 PN0784;UTM  16      - 4,922,908.578   286,400.652   MT  1.00016112   -1 52 45.2
 PN0784
 PN0784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0784!SPC WI C     -   0.99995494  x   0.99997112  =   0.99992606
 PN0784!UTM  16      -   0.99995494  x   1.00016112  =   1.00011605
 PN0784
 PN0784|---------------------------------------------------------------------|
 PN0784| PID    Reference Object                     Distance      Geod. Az  |
 PN0784|                                                           dddmmss.s |
 PN0784| CJ5725 ME RM 1                              13.291 METERS 03258     |
 PN0784| PN0785 ME RM 3                                            25238     |
 PN0784| CJ5726 ME RM 2                              17.400 METERS 27814     |
 PN0784|---------------------------------------------------------------------|
 PN0784
 PN0784                          SUPERSEDED SURVEY CONTROL
 PN0784
 PN0784  NAD 83(1986)-  44 25 40.60638(N)    089 41 00.73989(W) AD(       ) 1
 PN0784
 PN0784.Superseded values are not recommended for survey control.
 PN0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0784.See file dsdata.txt to determine how the superseded data were derived.
 PN0784
 PN0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ8640122909(NAD 83)
 PN0784_MARKER: DS = TRIANGULATION STATION DISK
 PN0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0784_SP_SET: CONCRETE POST
 PN0784_STAMPING: ME 1926 1973
 PN0784_MARK LOGO: NGS   
 PN0784_PROJECTION: RECESSED 20 CENTIMETERS
 PN0784_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0784+STABILITY: SURFACE MOTION
 PN0784_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0784+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2004
 PN0784
 PN0784  HISTORY     - Date     Condition        Report By
 PN0784  HISTORY     - 1973     MONUMENTED       NGS
 PN0784  HISTORY     - 1973     SEE DESCRIPTION  NGS
 PN0784  HISTORY     - 1977     GOOD             LOCENG
 PN0784  HISTORY     - 1985     GOOD             NGS
 PN0784  HISTORY     - 20030211 GOOD             WIDT
 PN0784  HISTORY     - 20040330 GOOD             USPSQD
 PN0784  HISTORY     - 20060715 GOOD             USPSQD
 PN0784
 PN0784                          STATION DESCRIPTION
 PN0784
 PN0784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 PN0784'THE REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE SURFACE
 PN0784'AND UNDERGROUND STATION MARKS WERE NOT FOUND AND THOUGHT
 PN0784'TO HAVE BEEN DESTROYED BY GRADING.  A NEW SURFACE AND UNDERGROUND
 PN0784'STATION MARK WERE SET USING THE DISTANCES FROM THE REFERENCE
 PN0784'MARKS AND THE DIRECTION BETWEEN THEM.  AN AZIMUTH MARK (REFERENCE
 PN0784'MARK 3) WAS SET AND POLARIS OBSERVATION MADE ON IT.  A NEW
 PN0784'DESCRIPTION FOLLOWS--
 PN0784'
 PN0784'THE STATION IS 15 FEET NORTH OF THE NORTH RAIL OF RAILROAD
 PN0784'TRACK, 74 FEET NORTHEAST AND ACROSS TRACKS FROM POWER POLE
 PN0784'113, 81 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 54
 PN0784'AND 1 FOOT WEST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS
 PN0784'4 INCHES AND THE DISK IS STAMPED ME 1926 1973.
 PN0784'
 PN0784'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 PN0784'13 AND 54 AT WISCONSIN RAPIDS, GO NORTH AND EAST ON HIGHWAY
 PN0784'54 FOR 7.6 MILES TO A ROAD RIGHT AND REFERENCE MARK 3 AS
 PN0784'DESCRIBED.  CONTINUE EAST ON THE HIGHWAY FOR 0.25 MILE TO THE
 PN0784'STATION ON THE RIGHT.
 PN0784'
 PN0784'REFERENCE MARK 1 IS 38 FEET SOUTHWEST OF A TELEPHONE POLE,
 PN0784'55 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 43 FEET NORTH
 PN0784'OF THE NORTH RAIL OF THE RAILROAD AND 2 FEET SOUTHWEST OF A
 PN0784'METAL WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND THE
 PN0784'DISK IS STAMPED ME NO 1 1926.
 PN0784'
 PN0784'REFERENCE MARK 2 IS 41 FEET NORTH OF THE NORTH RAIL OF THE
 PN0784'RAILROAD, 2 FEET SOUTHEAST OF A METAL WITNESS POST, 16 FEET
 PN0784'SOUTHEAST OF A TELEPHONE POLE AND 55 FEET SOUTH OF THE
 PN0784'CENTERLINE OF THE HIGHWAY.  THE MONUMENT PROJECTS 2 INCHES
 PN0784'AND THE DISK IS STAMPED ME NO 2 1926.
 PN0784'
 PN0784'REFERENCE MARK 3 IS 35 FEET NORTH OF THE NORTH RAIL OF RAILROAD
 PN0784'TRACKS, 23 FEET WEST OF THE CENTERLINE OF GRADED ROAD, 6
 PN0784'FEET SOUTH OF A POWER POLE, 1 FOOT EAST OF A METAL WITNESS
 PN0784'POST AND 63 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 54.
 PN0784'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED ME
 PN0784'1926 NO 3 1973.
 PN0784'
 PN0784'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 PN0784'
 PN0784'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8
 PN0784'MILES EAST OF WISCONSIN RAPIDS
 PN0784
 PN0784                          STATION RECOVERY (1977)
 PN0784
 PN0784'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 PN0784'BM-USGS-ME 1926 NO. 3 1973 RECOVERED GOOD - HAD A DO NOT DISTURB
 PN0784'SIGN ADJACENT - MARKER IS AT GB AND WRR AND WIS STATE TRUNK HWY
 PN0784'54 AND W. SIDE 110TH STREET SECTION 32, T 23 N, R 7 E.
 PN0784
 PN0784                          STATION RECOVERY (1985)
 PN0784
 PN0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0784'11.9 KM (7.4 MI) EAST FROM WISCONSIN RAPIDS.
 PN0784'11.9 KM (7.4 MI) EASTERLY ALONG STATE HIGHWAY 54 FROM ITS JUNCTION
 PN0784'WITH NORTH EIGHTH STREET IN WISCONSIN RAPIDS, 0.4 KM (0.25 MI)
 PN0784'NORTHEAST OF THE INTERSECTION OF 100TH STREET, 24.7 M (81.0 FT)
 PN0784'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 22.6 M (74.1 FT) NORTHEAST
 PN0784'OF UTILITY POLE NUMBER 113, AND 4.6 M (15.1 FT) NORTHWEST OF THE NEAR
 PN0784'RAIL OF THE GREEN BAY AND WESTERN RAILROAD.
 PN0784'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 PN0784'THE MARK IS 0.3 M BELOW THE TRACKS.
 PN0784
 PN0784                          STATION RECOVERY (2003)
 PN0784
 PN0784'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (TSS)
 PN0784'OWNERSHIP-- WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 PN0784'STATION FROM THE JUNCTION OF STATE HIGHWAY 54, COUNTY HIGHWAY B, AND
 PN0784'BUSINESS HIGHWAY 51 NORTH IN THE VILLAGE OF PLOVER, GO WEST ON STATE
 PN0784'HIGHWAY 54 FOR 6.4 MI (10.3 KM) TO THE 110TH STREET, CONTINUE WEST ON
 PN0784'STATE HIGHWAY 54 FOR 0.8 MI (1.29 KM) TO A MEDIAN CROSSING OF HIGHWAY,
 PN0784'GO SOUTHWEST FOR 0.05 MI (0.08 KM) TO THE STATION ON THE LEFT.  THE
 PN0784'STATION IS A BRONZE NATIONAL GEODETIC SURVEY MARK DISK SET IN THE TOP
 PN0784'OF A 30-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE RAILROAD TRACK.
 PN0784'THE STATION IS 28.4 M (93.2 FT) SOUTHEAST OF THE CENTERLINE OF STATE
 PN0784'HIGHWAY 54, 4.6 M (15.1 FT) NORTHWEST OF NORTH RAIL OF RAILROAD
 PN0784'TRACKS, AND 0.3 M (1.0 FT) WEST OF AN ORANGE PLASTIC WITNESS POST.
 PN0784'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 PN0784'THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE NORTHEAST
 PN0784'AND NORTHWEST EXTENDING TO 30 AND 35 DEGREES ABOVE THE HORIZON.
 PN0784
 PN0784                          STATION RECOVERY (2004)
 PN0784
 PN0784'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0784'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1 FOOT WEST OF AN
 PN0784'ORANGE FIBERGLASS WITNESS POST AND BETWEEN THE TRACKS AND AN
 PN0784'EMBANKMENT.
 PN0784'REFERENCE MARK 1 WAS RECOVERED IN GOOD CONDITION ON THE NORTH EDGE OF
 PN0784'A LINE OF SHORT OAK TREES.
 PN0784'REFERENCE MARK 2 WAS RECOVERED IN GOOOD CONDITION ABOUT 28 FEET
 PN0784'SOUTHEAST OF A CONCRETE CULVERT AND 3 FEET EAST OF A WHITE METAL
 PN0784'WITNESS POST.
 PN0784'REFERENCE MARK 3 WAS NOT FOUND.
 PN0784
 PN0784                          STATION RECOVERY (2006)
 PN0784
 PN0784'RECOVERY NOTE BY US POWER SQUADRON 2006 (MGR)
 PN0784'MARK WAS COVERED WITH 2 INCHES OF SAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0785 ***********************************************************************
 PN0785  DESIGNATION -  ME RM 3
 PN0785  PID         -  PN0785
 PN0785  STATE/COUNTY-  WI/PORTAGE
 PN0785  USGS QUAD   -  MEEHAN (1976)
 PN0785
 PN0785                         *CURRENT SURVEY CONTROL
 PN0785  ___________________________________________________________________
 PN0785* NAD 83(1986)-  44 25 37.     (N)    089 41 18.     (W)     SCALED    
 PN0785* NAVD 88     -       322.601  (meters)    1058.40   (feet)  ADJUSTED  
 PN0785  ___________________________________________________________________
 PN0785  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 PN0785  DYNAMIC HT  -         322.540 (meters)    1058.20  (feet)  COMP
 PN0785  MODELED GRAV-     980,422.8   (mgal)                       NAVD 88
 PN0785
 PN0785  VERT ORDER  -  FIRST     CLASS II
 PN0785
 PN0785.The horizontal coordinates were scaled from a topographic map and have
 PN0785.an estimated accuracy of +/- 6 seconds.
 PN0785
 PN0785.The orthometric height was determined by differential leveling
 PN0785.and adjusted by the National Geodetic Survey in June 1991..
 PN0785
 PN0785.The geoid height was determined by GEOID03.
 PN0785
 PN0785.The dynamic height is computed by dividing the NAVD 88
 PN0785.geopotential number by the normal gravity value computed on the
 PN0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0785.degrees latitude (g = 980.6199 gals.).
 PN0785
 PN0785.The modeled gravity was interpolated from observed gravity values.
 PN0785
 PN0785;                    North         East    Units  Estimated Accuracy
 PN0785;SPC WI C     -    66,010.      624,820.      MT  (+/- 180 meters Scaled)
 PN0785
 PN0785                          SUPERSEDED SURVEY CONTROL
 PN0785
 PN0785.No superseded survey control is available for this station.
 PN0785
 PN0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ860228(NAD 83)
 PN0785_MARKER: DR = REFERENCE MARK DISK
 PN0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0785_SP_SET: CONCRETE POST
 PN0785_STAMPING: ME 1926 NO 3 1973
 PN0785_MARK LOGO: NGS   
 PN0785_PROJECTION: PROJECTING 20 CENTIMETERS
 PN0785_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0785+STABILITY: SURFACE MOTION
 PN0785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0785+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2006
 PN0785
 PN0785  HISTORY     - Date     Condition        Report By
 PN0785  HISTORY     - 1973     MONUMENTED       NGS
 PN0785  HISTORY     - 1985     GOOD             NGS
 PN0785  HISTORY     - 20021207 GOOD             USPSQD
 PN0785  HISTORY     - 20030211 GOOD             WIDT
 PN0785  HISTORY     - 20040330 GOOD             USPSQD
 PN0785  HISTORY     - 20060714 GOOD             USPSQD
 PN0785
 PN0785                          STATION DESCRIPTION
 PN0785
 PN0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0785'11.5 KM (7.15 MI) EAST FROM WISCONSIN RAPIDS.
 PN0785'11.5 KM (7.15 MI) EASTERLY ALONG STATE HIGHWAY 54 FROM ITS JUNCTION
 PN0785'WITH NORTH EIGHTH STREET IN WISCONSIN RAPIDS, 19.2 M (63.0 FT)
 PN0785'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 10.7 M (35.1 FT) NORTHWEST
 PN0785'OF THE NEAR RAIL OF THE GREEN BAY AND WESTERN RAILROAD, 7.0 M (23.0
 PN0785'FT) EAST OF THE CENTER OF 100TH STREET, AND 1.9 M (6.2 FT) SOUTH OF A
 PN0785'UTILITY POLE.
 PN0785'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 PN0785'THE MARK IS ABOVE LEVEL WITH THE STREET.
 PN0785
 PN0785                          STATION RECOVERY (2002)
 PN0785
 PN0785'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0785'RECOVERED IN GOOD CONDITION. THE STATION IS WEST OF 100TH STREET, NOT
 PN0785'EAST AS DESCRIBED.  ADD-- 30 FEET WEST OF THE CENTER OF 100TH STREET,
 PN0785'12.6 FEET SOUTH-SOUTHEAST OF A YELLOW RIGHT-OF-WAY POST, 4 FEET EAST
 PN0785'OF A GUY WIRE ANCHOR FOR UTILITY POLE NO. 3136.
 PN0785
 PN0785                          STATION RECOVERY (2003)
 PN0785
 PN0785'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (TSS)
 PN0785'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 PN0785'STATION FROM THE JUNCTION OF STATE HIGHWAY 54, COUNTY HIGHWAY B, AND
 PN0785'BUSINESS HIGHWAY 51 NORTH IN THE VILLAGE OF PLOVER, GO WEST FOR 6.4 MI
 PN0785'(10.3 KM) TO 110TH STREET, CONTINUE WEST FOR 1.1 MI (1.77 KM) TO 100TH
 PN0785'STREET ON THE LEFT AND THE STATION ON THE LEFT.  THE STATION IS A
 PN0785'BRONZE NATIONAL GEODETIC SURVEY MARK DISK SET IN THE TOP OF A 30-CM
 PN0785'DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE
 PN0785'STATION IS 22.6 M (74.1 FT) SOUTHEAST OF THE CENTERLINE OF STATE
 PN0785'HIGHWAY 54, 10.7 M (35.1 FT) NORTHWEST OF NORTH RAIL, 7.0 M (23.0 FT)
 PN0785'WEST OF THE CENTERLINE OF 100 STREET, 5.7 M (18.7 FT) SOUTHWEST OF A
 PN0785'POWERPOLE, 3.7 M (12.1 FT) SOUTH OF --R/W-- POST, AND 0.3 M (1.0 FT)
 PN0785'EAST OF A WHITE STEEL WITNESS POST.   ---NOTE---THIS STATION HAS NO
 PN0785'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES EXCEPT FOR
 PN0785'POWERPOLES TO THE NORTHEAST AND SOUTHWEST EXTENDING TO 60 AND 45
 PN0785'DEGREES ABOVE THE HORIZON RESPECTIVELY.
 PN0785
 PN0785                          STATION RECOVERY (2004)
 PN0785
 PN0785'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN0785'RECOVERED IN GOOD CONDITION.
 PN0785
 PN0785                          STATION RECOVERY (2006)
 PN0785
 PN0785'RECOVERY NOTE BY US POWER SQUADRON 2006 (MGR)
 PN0785'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE8642 ***********************************************************************
 AE8642  DESIGNATION -  MEAD WEST GPS
 AE8642  PID         -  AE8642
 AE8642  STATE/COUNTY-  WI/CLARK
 AE8642  USGS QUAD   -  MEAD LAKE WEST (1979)
 AE8642
 AE8642                         *CURRENT SURVEY CONTROL
 AE8642  ___________________________________________________________________
 AE8642* NAD 83(1997)-  44 49 41.07538(N)    090 48 00.79073(W)     ADJUSTED  
 AE8642* NAVD 88     -       342.9    (meters)    1125.     (feet)  VERTCON   
 AE8642  ___________________________________________________________________
 AE8642  X           -     -63,284.212 (meters)                     COMP
 AE8642  Y           -  -4,530,859.103 (meters)                     COMP
 AE8642  Z           -   4,474,037.501 (meters)                     COMP
 AE8642  LAPLACE CORR-          -5.86  (seconds)                    DEFLEC99
 AE8642  ELLIP HEIGHT-         310.98  (meters)          (06/03/99) GPS OBS
 AE8642  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 AE8642
 AE8642  HORZ ORDER  -  FIRST
 AE8642  ELLP ORDER  -  THIRD     CLASS I
 AE8642
 AE8642.The horizontal coordinates were established by GPS observations
 AE8642.and adjusted by the National Geodetic Survey in June 1999..
 AE8642
 AE8642.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE8642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE8642
 AE8642.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8642
 AE8642.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8642
 AE8642.The ellipsoidal height was determined by GPS observations
 AE8642.and is referenced to NAD 83.
 AE8642
 AE8642.The geoid height was determined by GEOID03.
 AE8642
 AE8642;                    North         East     Units Scale Factor Converg.
 AE8642;SPC WI C     -   110,846.149   536,721.566   MT  0.99994106   -0 33 52.6
 AE8642;SPC WI C     -   363,667.74  1,760,894.00   sFT  0.99994106   -0 33 52.6
 AE8642;UTM  15      - 4,966,206.120   673,894.365   MT  0.99997186   +1 33 04.3
 AE8642
 AE8642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8642!SPC WI C     -   0.99995124  x   0.99994106  =   0.99989231
 AE8642!UTM  15      -   0.99995124  x   0.99997186  =   0.99992311
 AE8642
 AE8642                          SUPERSEDED SURVEY CONTROL
 AE8642
 AE8642  NAD 83(1991)-  44 49 41.07475(N)    090 48 00.78960(W) AD(       ) 1
 AE8642  NGVD 29 (04/20/98)  342.9    (m)         1125.     (f) GPS OBS        
 AE8642
 AE8642.Superseded values are not recommended for survey control.
 AE8642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8642.See file dsdata.txt to determine how the superseded data were derived.
 AE8642
 AE8642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK7389466206(NAD 83)
 AE8642_MARKER: DD = SURVEY DISK
 AE8642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8642_STAMPING: MEAD-WEST GPS 1996
 AE8642_MARK LOGO: WI-019
 AE8642_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE8642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8642+STABILITY: SURFACE MOTION
 AE8642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8642+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE8642
 AE8642  HISTORY     - Date     Condition        Report By
 AE8642  HISTORY     - 1997     MONUMENTED       AYRES
 AE8642
 AE8642                          STATION DESCRIPTION
 AE8642
 AE8642'DESCRIBED BY AYRES ASSOCIATES 1997 (CMS)
 AE8642'THE STATION IS 33.95 KM (21.10 MI) AIR MILES NORTH 29 DEGREES WEST
 AE8642'FROM THE CLARK COUNTY COURTHOUSE. TO REACH THE STATION FROM THE
 AE8642'INTERSECTION OF STATE HIGHWAY 29 AND COUNTY HIGHWAY M IN THE CITY OF
 AE8642'THORP, GO SOUTH ON HIGHWAY M FOR 13.8 KM (8.55 MI) TO THE STATION ON
 AE8642'THE LEFT. THE STATION IS A CLARK COUNTY BRASS SURVEY DISK STAMPED
 AE8642'---MEAD-WEST GPS 1996---, SET IN THE TOP OF A CONCRETE MONUMENT FLUSH
 AE8642'WITH THE GROUND AND 100.6 M (330.1 FT) SOUTH OF THE CENTER LINE OF
 AE8642'COUNTY HIGHWAY MM, AND 15.2 M (49.9 FT) EAST OF THE CENTERLINE OF
 AE8642'HIGHWAY M, AND 38.1 M (125.0 FT) NORTH OF A FENCE CORNER ON THE EAST
 AE8642'SIDE OF THE HIGHWAY AND SOUTH OF THE STATION.  THE STATION IS ALSO 1.5
 AE8642'M (4.9 FT) WEST OF AN OVERHEAD POWER LINE ON THE EAST SIDE OF THE
 AE8642'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0788 ***********************************************************************
 OM0788  DESIGNATION -  MEADOW
 OM0788  PID         -  OM0788
 OM0788  STATE/COUNTY-  WI/WAUKESHA
 OM0788  USGS QUAD   -  HARTLAND (1994)
 OM0788
 OM0788                         *CURRENT SURVEY CONTROL
 OM0788  ___________________________________________________________________
 OM0788* NAD 83(1991)-  43 02 46.42292(N)    088 17 00.64623(W)     ADJUSTED  
 OM0788* NAVD 88     -       312.     (meters)    1024.     (feet)  SCALED    
 OM0788  ___________________________________________________________________
 OM0788  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 OM0788  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 OM0788
 OM0788  HORZ ORDER  -  THIRD
 OM0788
 OM0788.The horizontal coordinates were established by classical geodetic methods
 OM0788.and adjusted by the National Geodetic Survey in November 1991..
 OM0788
 OM0788.The orthometric height was scaled from a topographic map.
 OM0788
 OM0788.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0788
 OM0788.The geoid height was determined by GEOID03.
 OM0788
 OM0788;                    North         East     Units Scale Factor Converg.
 OM0788;SPC WI S     -   117,665.311   739,842.408   MT  0.99995164   +1 10 45.9
 OM0788;SPC WI S     -   386,040.27  2,427,299.63   sFT  0.99995164   +1 10 45.9
 OM0788;UTM  16      - 4,766,747.748   395,460.837   MT  0.99973444   -0 52 34.3
 OM0788
 OM0788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0788!SPC WI S     -   0.99995651  x   0.99995164  =   0.99990815
 OM0788!UTM  16      -   0.99995651  x   0.99973444  =   0.99969096
 OM0788
 OM0788|---------------------------------------------------------------------|
 OM0788| PID    Reference Object                     Distance      Geod. Az  |
 OM0788|                                                           dddmmss.s |
 OM0788| CI9289 MEADOW RM 1                           9.290 METERS 01851     |
 OM0788| OM0789 PEWAUKEE MUNICIPAL TANK             APPROX. 3.8 KM 0272732.5 |
 OM0788| OM0768 WAUKESHA RAD STA KSB 426 MAST       APPROX. 5.2 KM 1372713.5 |
 OM0788| CI9290 MEADOW RM 2                           9.833 METERS 16136     |
 OM0788| CJ7903 VICTORY PP 1                        121.707 METERS 27718     |
 OM0788| CI9288 MEADOW AZ MK                                       3535317.5 |
 OM0788|---------------------------------------------------------------------|
 OM0788
 OM0788                          SUPERSEDED SURVEY CONTROL
 OM0788
 OM0788  NAD 83(1986)-  43 02 46.41427(N)    088 17 00.65756(W) AD(       ) 3
 OM0788  NAD 27      -  43 02 46.37660(N)    088 17 00.32400(W) AD(       ) 3
 OM0788
 OM0788.Superseded values are not recommended for survey control.
 OM0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0788.See file dsdata.txt to determine how the superseded data were derived.
 OM0788
 OM0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9546166748(NAD 83)
 OM0788_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0788
 OM0788  HISTORY     - Date     Condition        Report By
 OM0788  HISTORY     - 1957     MONUMENTED       CGS
 OM0788  HISTORY     - 1972     SEE DESCRIPTION  NGS
 OM0788
 OM0788                          STATION DESCRIPTION
 OM0788
 OM0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 OM0788'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF PEWAUKEE,
 OM0788'ABOUT 3 MILES NORTHWEST OF WAUKESHA ON THE MEADOW BROOK SCHOOL
 OM0788'GROUND.  IT IS 399 FEET EAST OF THE NORTHEAST CORNER OF THE
 OM0788'BRICK SCHOOL BUILDING, 12 FEET WEST OF A POWER LINE POLE AND
 OM0788'11 FEET WEST OF A FENCE AND A WHITE WITNESS POST.  THE MARK
 OM0788'IS FLUSH AND THE DISK IS STAMPED MEADOW 1957.
 OM0788'
 OM0788'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 83
 OM0788'AND 30 ABOUT 1 MILE SOUTHWEST OF BUENA VISTA, GO EAST ON
 OM0788'HIGHWAY 30 FOR 4.4 MILES TO A CROSSROAD AND COUNTY HIGHWAY
 OM0788'G TO THE LEFT.* TURN RIGHT ON THE PAVED ROAD AND GO SOUTH
 OM0788'FOR 0.15 MILE TO THE TOP OF THE HILL AND THE SCHOOL ON THE
 OM0788'LEFT.  TURN LEFT ON THE SCHOOL DRIVEWAY KEEPING NORTH OF THE
 OM0788'SCHOOL BUILDING AND GO EAST FOR 0.05 MILE TO THE EAST EDGE OF
 OM0788'THE SCHOOL GROUND AND THE STATION.
 OM0788'
 OM0788'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO NORTH ON HIGHWAY
 OM0788'G FOR 0.35 MILE TO A TRACK SIDE ROAD RIGHT AND THE MARK ON
 OM0788'THE RIGHT.
 OM0788'
 OM0788'REFERENCE MARK 1 IS 27 FEET NORTH OF THE POWER LINE POLE AND
 OM0788'1 FOOT WEST OF THE FENCE.  THE MARK IS FLUSH AND THE DISK IS
 OM0788'STAMPED MEADOW NO 1 1957.
 OM0788'
 OM0788'REFERENCE MARK 2 IS 32 FEET SOUTH OF THE POWER LINE POLE AND
 OM0788'1 FOOT WEST OF THE FENCE.  THE MARK IS FLUSH AND THE DISK IS
 OM0788'STAMPED MEADOW NO 2 1957.
 OM0788'
 OM0788'THE AZIMUTH MARK IS 62 FEET EAST OF THE CENTERLINE OF HIGHWAY
 OM0788'G, 60 FEET NORTHEAST OF THE INTERSECTION OF HIGHWAY G AND THE
 OM0788'SIDE ROAD EAST, 15 FEET NORTH OF THE CENTERLINE OF THE TRACK
 OM0788'SIDE ROAD AND 2 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK
 OM0788'IS FLUSH AND THE DISK IS STAMPED MEADOW 1957.
 OM0788'
 OM0788'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OM0788
 OM0788                          STATION RECOVERY (1972)
 OM0788
 OM0788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 OM0788'THE UNDERGROUND STATION MARK, REFERENCE MARKS AND THE AZIMUTH
 OM0788'MARK WERE FOUND IN GOOD CONDITION.  THE SURFACE STATION MARK
 OM0788'WAS FOUND TO HAVE BEEN DESTROYED BY GRADING.  A NEW SURFACE
 OM0788'STATION MARK WAS SET HOLDING THE UNDERGROUND POINT.  THE DISTANCE
 OM0788'TO THE REFERENCE MARKS CHECKED.  THE DIRECTION TO REFERENCE
 OM0788'MARK 1 AND THE WATER TANK CHECKED.  THE DIRECTION TO REFERENCE
 OM0788'MARK 2 WAS FOUND TO BE IN ERROR.  A NEW DESCRIPTION FOLLOWS--
 OM0788'
 OM0788'THE STATION IS LOCATED AT THE EAST EDGE OF THE MEADOW BROOK
 OM0788'SCHOOL GROUNDS, 11 FEET WEST OF A FENCE AND A METAL WITNESS
 OM0788'POST, 12 FEET WEST OF A POWER POLE, 399 FEET EAST OF THE
 OM0788'NORTHEAST CORNER OF THE SCHOOL AND 158 FEET SOUTH OF THE
 OM0788'NORTHEAST CORNER OF THE SCHOOL GROUNDS.  THE MONUMENT IS FLUSH
 OM0788'AND THE DISK IS STAMPED MEADOW 1957 1972.
 OM0788'
 OM0788'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY
 OM0788'94 AND COUNTY ROAD G (ABOUT 3 MILES SOUTHWEST OF PEWAUKEE),
 OM0788'GO SOUTH ON ROAD G (MEADOW BROOK ROAD) FOR 0.2 MILE TO TOP OF
 OM0788'GRADE AND THE SCHOOL AND STATION ON THE LEFT.
 OM0788'
 OM0788'REFERENCE MARK 1 IS 1 FOOT WEST OF THE FENCE, 28 FEET NORTH
 OM0788'OF THE WITNESS POST AND 29 FEET NORTH OF THE POWER POLE.  THE
 OM0788'MONUMENT IS FLUSH AND THE DISK IS STAMPED MEADOW NO 1 1957.
 OM0788'
 OM0788'REFERENCE MARK 2 IS 32 FEET SOUTH OF THE WITNESS POST, 31 FEET
 OM0788'SOUTH OF THE POWER POLE AND 1 FOOT WEST OF THE FENCE.  THE
 OM0788'MONUMENT IS FLUSH AND THE DISK IS STAMPED MEADOW NO 2 1957.
 OM0788'
 OM0788'THE AZIMUTH MARK IS 62 FEET WEST OF THE CENTERLINE OF COUNTY
 OM0788'ROAD G, 15 FEET NORTH OF THE CENTERLINE OF TRACK ROAD AND 1
 OM0788'FOOT WEST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS
 OM0788'2 INCHES AND THE DISK IS STAMPED MEADOW 1957.
 OM0788'
 OM0788'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF I 94 AND
 OM0788'COUNTY ROAD G, GO NORTH ON ROAD G FOR 0.35 MILE TO THE MARK
 OM0788'ON THE RIGHT.
 OM0788'
 OM0788'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 OM0788'
 OM0788'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3
 OM0788'MILES SOUTHWEST OF PEWAUKEE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1283 ***********************************************************************
 PN1283  DESIGNATION -  MEANS
 PN1283  PID         -  PN1283
 PN1283  STATE/COUNTY-  WI/WOOD
 PN1283  USGS QUAD   -  WISCONSIN RAPIDS SOUTH (1984)
 PN1283
 PN1283                         *CURRENT SURVEY CONTROL
 PN1283  ___________________________________________________________________
 PN1283* NAD 83(1991)-  44 17 18.18605(N)    089 48 39.36564(W)     ADJUSTED  
 PN1283* NAVD 88     -       304.7    (meters)    1000.     (feet)  VERTCON   
 PN1283  ___________________________________________________________________
 PN1283  LAPLACE CORR-          -5.74  (seconds)                    DEFLEC99
 PN1283  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 PN1283
 PN1283  HORZ ORDER  -  SECOND
 PN1283
 PN1283.The horizontal coordinates were established by classical geodetic methods
 PN1283.and adjusted by the National Geodetic Survey in November 1991..
 PN1283
 PN1283.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1283
 PN1283.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1283
 PN1283.The geoid height was determined by GEOID03.
 PN1283
 PN1283;                    North         East     Units Scale Factor Converg.
 PN1283;SPC WI C     -    50,582.131   615,090.429   MT  0.99999296   +0 08 00.2
 PN1283;SPC WI C     -   165,951.54  2,018,009.18   sFT  0.99999296   +0 08 00.2
 PN1283;SPC WI S     -   254,248.680   615,091.329   MT  1.00005259   +0 07 47.7
 PN1283;SPC WI S     -   834,147.54  2,018,012.14   sFT  1.00005259   +0 07 47.7
 PN1283;UTM  16      - 4,907,746.976   275,727.893   MT  1.00021862   -1 57 49.0
 PN1283
 PN1283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1283!SPC WI C     -   0.99995775  x   0.99999296  =   0.99995071
 PN1283!SPC WI S     -   0.99995775  x   1.00005259  =   1.00001034
 PN1283!UTM  16      -   0.99995775  x   1.00021862  =   1.00017636
 PN1283
 PN1283|---------------------------------------------------------------------|
 PN1283| PID    Reference Object                     Distance      Geod. Az  |
 PN1283|                                                           dddmmss.s |
 PN1283| CS5265 MEANS RM 1                           16.081 METERS 18833     |
 PN1283| CS5266 MEANS RM 2                            7.066 METERS 33954     |
 PN1283|---------------------------------------------------------------------|
 PN1283
 PN1283                          SUPERSEDED SURVEY CONTROL
 PN1283
 PN1283  NAD 83(1986)-  44 17 18.18343(N)    089 48 39.37329(W) AD(       ) 2
 PN1283  NGVD 29 (02/11/91)  304.7    (m)         1000.     (f) VERT ANG       
 PN1283
 PN1283.Superseded values are not recommended for survey control.
 PN1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1283.See file dsdata.txt to determine how the superseded data were derived.
 PN1283
 PN1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7572807747(NAD 83)
 PN1283_MARKER: DE = TRAVERSE STATION DISK
 PN1283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN1283_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1283+STABILITY: SURFACE MOTION
 PN1283_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN1283+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2004
 PN1283
 PN1283  HISTORY     - Date     Condition        Report By
 PN1283  HISTORY     - 1982     MONUMENTED       WIDT
 PN1283  HISTORY     - 20040330 GOOD             USPSQD
 PN1283
 PN1283                          STATION DESCRIPTION
 PN1283
 PN1283'DESCRIBED BY WI DEPT OF TRANSP 1982 (LTK)
 PN1283'THE STATION IS LOCATED ALONG STH 13 ABOUT 5.5 MILES SOUTH OF WISCONSIN
 PN1283'RAPIDS AND 5 MILES EAST SOUTHEAST OF NEKOOSA.
 PN1283'
 PN1283'TO REACH THE STATION FROM THE JUNCTION OF STH 13 AND STH 73 TO THE
 PN1283'WEST ABOUT 4 MILES SOUTH OF WISCONSIN RAPIDS, GO SOUTH ON STH 13 FOR
 PN1283'1.0 MILE TO THE JUNCTION OF STH 13 AND EVERGREEN AVENUE TO THE EAST.
 PN1283'CONTINUE SOUTH ON STH 13 FOR 0.3 MILE TO THE JUNCTION OF STH 13 AND A
 PN1283'DIRT FIRE LANE TO THE WEST.  CONTINUE SOUTH ON STH 13 FOR 175 FEET AND
 PN1283'THE STATION ON WEST HIGHWAY RIGHT OF WAY.
 PN1283'
 PN1283'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---MEANS 1982---.
 PN1283'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL
 PN1283'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 174
 PN1283'FEET SOUTH OF THE CENTER OF A DIRT FIRE LANE, 62 FEET NORTHEAST OF A
 PN1283'POWER POLE, 45 FEET WEST OF THE CENTER OF STH 13, AND 1.7 FEET WEST OF
 PN1283'A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 PN1283'MASS OF CONCRETE 4.5 FEET BELOW GROUND.
 PN1283'
 PN1283'REFERENCE MARK 1 IS A STANDARD WIDT DISK STAMPED---MEANS RM 1 1982---
 PN1283'SET IN THE TOP OF AN 8 INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT
 PN1283'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 54 FEET WEST OF THE
 PN1283'CENTER OF STH 13, 53 FEET SOUTH OF A METAL WITNESS POST, 10 FEET NORTH
 PN1283'OF A POWER POLE, AND 1 FOOT LOWER THAN THE STATION.
 PN1283'
 PN1283'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---MEANS RM 2 1982---
 PN1283'SET IN THE TOP OF A 10 INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT
 PN1283'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 151 FEET SOUTH OF THE
 PN1283'CENTER OF A DIRT FIRE LANE, 84 FEET NORTH OF A POWER POLE, 52 FEET
 PN1283'WEST OF THE CENTER OF STH 13, 24 FEET NORTHWEST OF A METAL WITNESS
 PN1283'POST, AND 1 FOOT HIGHER THAN THE STATION.
 PN1283'
 PN1283'NO AZIMUTH MARK WAS SET.  HEIGHT OF LIGHT ABOVE MARK WAS 1.62 METERS.
 PN1283
 PN1283                          STATION RECOVERY (2004)
 PN1283
 PN1283'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN1283'THE STATION WAS RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS
 PN1283'ABOUT 18 FEET NORTH ON THE PERPENDICULAR TO A POWER LINE CROSSING OVER
 PN1283'HIGHWAY 13.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5501 ***********************************************************************
 DH5501  DESIGNATION -  MECAN S GPS
 DH5501  PID         -  DH5501
 DH5501  STATE/COUNTY-  WI/MARQUETTE
 DH5501  USGS QUAD   -  PRINCETON WEST (1984)
 DH5501
 DH5501                         *CURRENT SURVEY CONTROL
 DH5501  ___________________________________________________________________
 DH5501* NAD 83(1997)-  43 47 27.41538(N)    089 10 21.75725(W)     ADJUSTED  
 DH5501* NAVD 88     -                                                        
 DH5501  ___________________________________________________________________
 DH5501  X           -      66,586.091 (meters)                     COMP
 DH5501  Y           -  -4,611,246.904 (meters)                     COMP
 DH5501  Z           -   4,391,493.982 (meters)                     COMP
 DH5501  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 DH5501  ELLIP HEIGHT-         202.88  (meters)          (08/01/05) GPS OBS
 DH5501  GEOID HEIGHT-         -35.98  (meters)                     GEOID03
 DH5501
 DH5501  HORZ ORDER  -  FIRST
 DH5501  ELLP ORDER  -  SECOND    CLASS I
 DH5501
 DH5501.The horizontal coordinates were established by GPS observations
 DH5501.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5501
 DH5501
 DH5501.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5501
 DH5501.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5501
 DH5501.The ellipsoidal height was determined by GPS observations
 DH5501.and is referenced to NAD 83.
 DH5501
 DH5501.The geoid height was determined by GEOID03.
 DH5501
 DH5501;                    North         East     Units Scale Factor Converg.
 DH5501;SPC WI S     -   199,290.331   666,582.244   MT  0.99995565   +0 34 06.4
 DH5501;SPC WI S     -   653,838.36  2,186,945.25   sFT  0.99995565   +0 34 06.4
 DH5501;UTM  16      - 4,850,948.650   325,192.579   MT  0.99997586   -1 30 14.3
 DH5501
 DH5501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5501!SPC WI S     -   0.99996819  x   0.99995565  =   0.99992384
 DH5501!UTM  16      -   0.99996819  x   0.99997586  =   0.99994405
 DH5501
 DH5501                          SUPERSEDED SURVEY CONTROL
 DH5501
 DH5501.No superseded survey control is available for this station.
 DH5501
 DH5501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP2519350949(NAD 83)
 DH5501_MARKER: DD = SURVEY DISK
 DH5501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5501_STAMPING: MECAN S GPS 2004
 DH5501_MARK LOGO: WIDT  
 DH5501_PROJECTION: FLUSH
 DH5501_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5501+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5501
 DH5501  HISTORY     - Date     Condition        Report By
 DH5501  HISTORY     - 2003     MONUMENTED       WIDT
 DH5501
 DH5501                          STATION DESCRIPTION
 DH5501
 DH5501'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5501'OWNERSHIP--TOWNSHIP OF MECAN.  TO REACH THE STATION FROM THE  JUNCTION
 DH5501'OF EASTERN MOST JUNCTION OF STATE HIGHWAY 23 WITH COUNTY HIGHWAY C
 DH5501'ABOUT 6  MI EAST-NORTHEAST OF THE CITY OF MONTELLO, GO SOUTHERLY ON
 DH5501'COUNTY HIGHWAY C FOR 2.7 MI  TO FERN DRIVE, TURN LEFT AND GO EAST ON
 DH5501'FERN DRIVE FOR 1.75 MI TO 22ND LANE ON THE RIGHT,  TURN RIGHT AND GO
 DH5501'SOUTH ON 22ND LANE FOR 0.35 MI TO THE STATION ON THE RIGHT.  THE
 DH5501'STATION IS A  BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH5501'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DH5501'CONCRETE POST ABOUT  LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 6.8
 DH5501'M WEST OF THE CENTERLINE OF 22ND LANE,  76 M NORTH OF PRIVATE ENTRANCE
 DH5501'--N4131--, 16.7 M SOUTHWEST OF TELEPHONE PEDESTAL --325  30--,  0.3 M
 DH5501'EAST OF A CHAIN LINK FENCE, 0.9 M NORTH OF AN  ORANGE 4X4  PLASTIC
 DH5501'WITNESS POST AND 0.9 M SOUTH OF AN  ORANGE 4X4  PLASTIC WITNESS POST.
 DH5501'---NOTE---THIS  STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER
 DH5501'THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5435 ***********************************************************************
 DH5435  DESIGNATION -  MEDARY S GPS
 DH5435  PID         -  DH5435
 DH5435  STATE/COUNTY-  WI/LA CROSSE
 DH5435  USGS QUAD   -  LA CROSSE (1993)
 DH5435
 DH5435                         *CURRENT SURVEY CONTROL
 DH5435  ___________________________________________________________________
 DH5435* NAD 83(1997)-  43 49 13.82539(N)    091 11 20.43230(W)     ADJUSTED  
 DH5435* NAVD 88     -                                                        
 DH5435  ___________________________________________________________________
 DH5435  X           -     -95,651.384 (meters)                     COMP
 DH5435  Y           -  -4,608,572.341 (meters)                     COMP
 DH5435  Z           -   4,393,970.422 (meters)                     COMP
 DH5435  LAPLACE CORR-          -6.72  (seconds)                    DEFLEC99
 DH5435  ELLIP HEIGHT-         356.26  (meters)          (08/01/05) GPS OBS
 DH5435  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 DH5435
 DH5435  HORZ ORDER  -  FIRST
 DH5435  ELLP ORDER  -  SECOND    CLASS I
 DH5435
 DH5435.The horizontal coordinates were established by GPS observations
 DH5435.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5435
 DH5435
 DH5435.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5435
 DH5435.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5435
 DH5435.The ellipsoidal height was determined by GPS observations
 DH5435.and is referenced to NAD 83.
 DH5435
 DH5435.The geoid height was determined by GEOID03.
 DH5435
 DH5435;                    North         East     Units Scale Factor Converg.
 DH5435;SPC WI S     -   202,925.998   504,354.220   MT  0.99995929   -0 49 01.1
 DH5435;SPC WI S     -   665,766.38  1,654,702.14   sFT  0.99995929   -0 49 01.1
 DH5435;UTM  15      - 4,853,531.145   645,632.640   MT  0.99986087   +1 15 14.9
 DH5435
 DH5435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5435!SPC WI S     -   0.99994414  x   0.99995929  =   0.99990343
 DH5435!UTM  15      -   0.99994414  x   0.99986087  =   0.99980502
 DH5435
 DH5435                          SUPERSEDED SURVEY CONTROL
 DH5435
 DH5435.No superseded survey control is available for this station.
 DH5435
 DH5435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ4563353531(NAD 83)
 DH5435_MARKER: DD = SURVEY DISK
 DH5435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5435_STAMPING: MEDARY S GPS 2004
 DH5435_MARK LOGO: WIDT  
 DH5435_PROJECTION: FLUSH
 DH5435_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5435+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5435
 DH5435  HISTORY     - Date     Condition        Report By
 DH5435  HISTORY     - 2003     MONUMENTED       WIDT
 DH5435
 DH5435                          STATION DESCRIPTION
 DH5435
 DH5435'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5435'OWNERSHIP--LA CROSSE COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DH5435'OF STATE HIGHWAY  33 WITH COUNTY HIGHWAY F ABOUT 3 MI EAST OF THE CITY
 DH5435'OF LA CROSSE, GO NORTH AND THEN  WEST ON COUNTY HIGHWAY F FOR 2.8 MI
 DH5435'TO COUNTY HIGHWAY FA ON THE RIGHT, TURN RIGHT AND  GO NORTHWEST ON
 DH5435'COUNTY HIGHWAY FA FOR 0.6 MI TO THE STATION ON THE LEFT.  THE STATION
 DH5435'IS  A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DH5435'CONTROL STATION  DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DH5435'ABOUT LEVEL WITH THE HIGHWAY  PAVEMENT.  THE STATION IS 5.9 M
 DH5435'SOUTHWEST OF THE CENTERLINE OF COUNTY HIGHWAY FA, 103.2  M NORTHWEST
 DH5435'OF A TELEPHONE PEDESTAL --8070 8--, 1.0 M NORTHWEST OF AN ORANGE 4X4
 DH5435'PLASTIC  WITNESS POST, AND 1.0 M SOUTHEAST OF AN ORANGE 4X4 PLASTIC
 DH5435'WITNESS POST.  ---NOTE--THIS  STATION HAS NO VISIBLE OBSTRUCTIONS
 DH5435'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE  HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0596 ***********************************************************************
 QN0596  SACS        -  This is a Secondary Airport Control Station.
 QN0596  DESIGNATION -  MEDFORD GPS
 QN0596  PID         -  QN0596
 QN0596  STATE/COUNTY-  WI/TAYLOR
 QN0596  USGS QUAD   -  STETSONVILLE (1969)
 QN0596
 QN0596                         *CURRENT SURVEY CONTROL
 QN0596  ___________________________________________________________________
 QN0596* NAD 83(1997)-  45 06 16.62952(N)    090 18 31.89011(W)     ADJUSTED  
 QN0596* NAVD 88     -       445.2    (meters)    1461.     (feet)  VERTCON   
 QN0596  ___________________________________________________________________
 QN0596  X           -     -24,309.601 (meters)                     COMP
 QN0596  Y           -  -4,509,588.330 (meters)                     COMP
 QN0596  Z           -   4,495,854.988 (meters)                     COMP
 QN0596  LAPLACE CORR-          -7.25  (seconds)                    DEFLEC99
 QN0596  ELLIP HEIGHT-         413.35  (meters)          (05/03/99) GPS OBS
 QN0596  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 QN0596
 QN0596  HORZ ORDER  -  B
 QN0596  ELLP ORDER  -  THIRD     CLASS II
 QN0596
 QN0596.This mark is at Taylor County Airport (MDZ)
 QN0596
 QN0596.The horizontal coordinates were established by GPS observations
 QN0596.and adjusted by the National Geodetic Survey in May 1999..
 QN0596
 QN0596.The NAVD 88 height was computed by applying the VERTCON shift value to
 QN0596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QN0596
 QN0596.GPS derived orthometric heights for airport stations designated as
 QN0596.PACS or SACS are published to 2 decimal places.  This maintains
 QN0596.centimeter relative accuracy between the PACS and SACS.  It does
 QN0596.not indicate centimeter accuracy relative to other marks which are
 QN0596.part of the NAVD 88 network.
 QN0596
 QN0596.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QN0596
 QN0596.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0596
 QN0596.The ellipsoidal height was determined by GPS observations
 QN0596.and is referenced to NAD 83.
 QN0596
 QN0596.The geoid height was determined by GEOID03.
 QN0596
 QN0596;                    North         East     Units Scale Factor Converg.
 QN0596;SPC WI C     -   141,311.344   575,693.161   MT  0.99994864   -0 13 04.5
 QN0596;SPC WI C     -   463,618.97  1,888,753.31   sFT  0.99994864   -0 13 04.5
 QN0596;UTM  15      - 4,998,095.898   711,716.600   MT  1.00015119   +1 54 25.6
 QN0596
 QN0596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0596!SPC WI C     -   0.99993520  x   0.99994864  =   0.99988384
 QN0596!UTM  15      -   0.99993520  x   1.00015119  =   1.00008638
 QN0596
 QN0596:                Primary Azimuth Mark                     Grid Az
 QN0596:SPC WI C     -  MEDFORD GPS AZ MK                        165 34 43.5
 QN0596:UTM  15      -  MEDFORD GPS AZ MK                        163 27 13.4
 QN0596
 QN0596|---------------------------------------------------------------------|
 QN0596| PID    Reference Object                     Distance      Geod. Az  |
 QN0596|                                                           dddmmss.s |
 QN0596| QN0603 MEDFORD GPS AZ MK                   APPROX. 1.1 KM 1652139.0 |
 QN0596|---------------------------------------------------------------------|
 QN0596
 QN0596                          SUPERSEDED SURVEY CONTROL
 QN0596
 QN0596  NAD 83(1991)-  45 06 16.62887(N)    090 18 31.88923(W) AD(       ) B
 QN0596  ELLIP H (06/11/91)  413.36   (m)                       GP(       ) 4 1
 QN0596  NGVD 29 (06/11/91)  445.2    (m)         1461.     (f) GPS OBS        
 QN0596
 QN0596.Superseded values are not recommended for survey control.
 QN0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0596.See file dsdata.txt to determine how the superseded data were derived.
 QN0596
 QN0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK1171798096(NAD 83)
 QN0596_MARKER: DH = HORIZONTAL CONTROL DISK
 QN0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0596_SP_SET: CONCRETE POST
 QN0596_STAMPING: MEDFORD GPS 1989
 QN0596_MARK LOGO: NGS   
 QN0596_PROJECTION: FLUSH
 QN0596_MAGNETIC: N = NO MAGNETIC MATERIAL
 QN0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0596+STABILITY: SURFACE MOTION
 QN0596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QN0596+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1997
 QN0596
 QN0596  HISTORY     - Date     Condition        Report By
 QN0596  HISTORY     - 1989     MONUMENTED       WIHD
 QN0596  HISTORY     - 19900722 GOOD
 QN0596  HISTORY     - 19900806 GOOD
 QN0596  HISTORY     - 19970820 GOOD             NGS
 QN0596  HISTORY     - 20041006 MARK NOT FOUND   WIDT
 QN0596
 QN0596                          STATION DESCRIPTION
 QN0596
 QN0596'DESCRIBED BY WI HIGHWAY DEPT 1989
 QN0596'THE STATION IS LOCATED ABOUT 5.67 KM (3.50 MI) SOUTHEAST OF MEDFORD,
 QN0596'4.86 KM (3.00 MI) NORTHEAST OF STETSONVILLE, 12.96 KM (8.05 MI)
 QN0596'NORTHEAST OF DORCHESTER.  OWNERSHIP-- MEDFORD AIRPORT PROPERTY.
 QN0596'AIRPORT MANAGER, ARCH KAULFUSS, PH. 715-748-4640.
 QN0596'THE STATION IS LOCATED AT THE MEDFORD AIRPORT.  TO REACH FROM THE
 QN0596'JUNCTION OF STATE HIGHWAY 13 AND STATE HIGHWAY 64 IN MEDFORD, GO SOUTH
 QN0596'FOR 4.21 KM (2.60 MI) ON STATE HIGHWAY 13 TO APPLE AVE.  TURN LEFT AND
 QN0596'GO EAST FOR 1.46 KM (0.90 MI) ON APPLE AVE. TO THE AIRPORT ENTRANCE ON
 QN0596'THE RIGHT.
 QN0596'THE STATION IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED
 QN0596'--MEDFORD GPS 1989--, SET INTO THE TOP OF A 40 CM DIAMETER CONCRETE
 QN0596'MONUMENT SET FLUSH WITH THE GROUND.  LOCATED 41.76 M (137.0 FT)
 QN0596'NORTHWEST FROM THE NORTHWEST CORNER OF THE TERMINAL BUILDING, 21.31 M
 QN0596'(69.9 FT) NORTHWEST FROM THE CORNER OF THE ASPHALT APRON, 24.54 M
 QN0596'(80.5 FT) WEST FROM THE CENTER OF A POWER POLE WITH FLOOD LIGHT, 0.98
 QN0596'M (3.2 FT) EAST FROM A CARSONITE WITNESS POST.
 QN0596
 QN0596                          STATION RECOVERY (1990)
 QN0596
 QN0596'RECOVERED 1990
 QN0596'RECOVERED IN GOOD CONDITION.
 QN0596
 QN0596                          STATION RECOVERY (1990)
 QN0596
 QN0596'RECOVERED 1990
 QN0596'RECOVERED IN GOOD CONDITION.
 QN0596
 QN0596                          STATION RECOVERY (1997)
 QN0596
 QN0596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 QN0596'NOTE--THIS IS A SECONDARY AIRPORT CONTROL STATION (SAC) FOR THE TAYLOR
 QN0596'COUNTY (MDZ) AIRPORT.  THE STATION IS LOCATED ABOUT 6 KM (3.70 MI)
 QN0596'SOUTHEAST OF MEDFORD, 5 KM (3.10 MI) NORTH-NORTHEAST OF STETSONVILLE,
 QN0596'AT THE TAYLOR COUNTY AIRPORT, NEAR THE CENTER OF THE NORTH END OF THE
 QN0596'AIRFIELD, JUST WEST OF THE OFFICE AND ADJACENT TO TWO FUEL CONTAINERS.
 QN0596'OWNERSHIP--TAYLOR COUNTY, TAYLOR COUNTY COURTHOUSE, MEDFORD, WI 54451.
 QN0596'AIRPORT MANAGER IS TERRI ANDERSON, WEST 5125 APPLE AVENUE, MEDFORD, WI
 QN0596'54451.  PHONE 715-678-2152.  TO REACH FROM THE JUNCTION OF STATE
 QN0596'HIGHWAYS 13 (8TH STREET) AND 64 (BROADWAY) IN MEDFORD, GO SOUTH ON
 QN0596'HIGHWAY 13 FOR 4.21 KM (2.60 MI) TO THE JUNCTION OF APPLE AVENUE.
 QN0596'TURN LEFT AND GO EAST ON APPLE AVENUE FOR 1.46 KM (0.90 MI) TO THE
 QN0596'AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON THE
 QN0596'ENTRANCE ROAD FOR 0.21 KM (0.15 MI) TO THE AIRPORT OFFICE AT THE APRON
 QN0596'AND THE STATION ON THE RIGHT.  THE STATION IS SET IN THE TOP OF A
 QN0596'40-CM ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS, 41.8 M (137.1
 QN0596'FT) NORTHWEST OF THE NORTHWEST CORNER OF THE OFFICE, 24.5 M (80.4 FT)
 QN0596'WEST OF A POWER POLE WITH A FLOOD LIGHT, 21.4 M (70.2 FT)
 QN0596'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE APRON, 6.1 M (20.0 FT)
 QN0596'NORTH-NORTHWEST OF THE SOUTHWEST CORNER OF THE CONCRETE FOUNDATION FOR
 QN0596'THE FUEL TANKS, 6.2 M (20.3 FT) EAST-NORTHEAST OF THE NORTHEAST 1 OF 4
 QN0596'STEEL POSTS, AND 1.0 M (3.3 FT) EAST OF A FIBERGLASS WITNESS POST.
 QN0596
 QN0596                          STATION RECOVERY (2004)
 QN0596
 QN0596'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0596'TIES PULLED AND EXTENSIVE PROBING DONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0603 ***********************************************************************
 QN0603  PACS        -  This is a Primary Airport Control Station.
 QN0603  DESIGNATION -  MEDFORD GPS AZ MK
 QN0603  PID         -  QN0603
 QN0603  STATE/COUNTY-  WI/TAYLOR
 QN0603  USGS QUAD   -  STETSONVILLE (1969)
 QN0603
 QN0603                         *CURRENT SURVEY CONTROL
 QN0603  ___________________________________________________________________
 QN0603* NAD 83(1997)-  45 05 40.68508(N)    090 18 18.63456(W)     ADJUSTED  
 QN0603* NAVD 88     -       442.49   (meters)    1451.7    (feet)  GPS OBS   
 QN0603  ___________________________________________________________________
 QN0603  X           -     -24,023.970 (meters)                     COMP
 QN0603  Y           -  -4,510,373.868 (meters)                     COMP
 QN0603  Z           -   4,495,069.634 (meters)                     COMP
 QN0603  LAPLACE CORR-          -7.42  (seconds)                    DEFLEC99
 QN0603  ELLIP HEIGHT-         410.46  (meters)          (04/28/99) GPS OBS
 QN0603  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 QN0603
 QN0603  HORZ ORDER  -  A
 QN0603  ELLP ORDER  -  THIRD     CLASS I
 QN0603
 QN0603.This mark is at Taylor County Airport (MDZ)
 QN0603
 QN0603.The horizontal coordinates were established by GPS observations
 QN0603.and adjusted by the National Geodetic Survey in April 1999..
 QN0603
 QN0603.The orthometric height was determined by GPS observations and a
 QN0603.high-resolution geoid model.
 QN0603
 QN0603.GPS derived orthometric heights for airport stations designated as
 QN0603.PACS or SACS are published to 2 decimal places.  This maintains
 QN0603.centimeter relative accuracy between the PACS and SACS.  It does
 QN0603.not indicate centimeter accuracy relative to other marks which are
 QN0603.part of the NAVD 88 network.
 QN0603
 QN0603.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QN0603
 QN0603.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0603
 QN0603.The ellipsoidal height was determined by GPS observations
 QN0603.and is referenced to NAD 83.
 QN0603
 QN0603.The geoid height was determined by GEOID03.
 QN0603
 QN0603;                    North         East     Units Scale Factor Converg.
 QN0603;SPC WI C     -   140,200.691   575,978.767   MT  0.99994796   -0 12 55.2
 QN0603;SPC WI C     -   459,975.10  1,889,690.34   sFT  0.99994796   -0 12 55.2
 QN0603;UTM  15      - 4,996,996.375   712,043.257   MT  1.00015289   +1 54 33.8
 QN0603
 QN0603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0603!SPC WI C     -   0.99993565  x   0.99994796  =   0.99988361
 QN0603!UTM  15      -   0.99993565  x   1.00015289  =   1.00008853
 QN0603
 QN0603:                Primary Azimuth Mark                     Grid Az
 QN0603:SPC WI C     -  MEDFORD GPS                              345 34 43.6
 QN0603:UTM  15      -  MEDFORD GPS                              343 27 14.6
 QN0603
 QN0603|---------------------------------------------------------------------|
 QN0603| PID    Reference Object                     Distance      Geod. Az  |
 QN0603|                                                           dddmmss.s |
 QN0603| QN0596 MEDFORD GPS                         APPROX. 1.1 KM 3452148.4 |
 QN0603|---------------------------------------------------------------------|
 QN0603
 QN0603                          SUPERSEDED SURVEY CONTROL
 QN0603
 QN0603  NAD 83(1991)-  45 05 40.68455(N)    090 18 18.63465(W) AD(       ) 1
 QN0603  ELLIP H (08/19/91)  410.48   (m)                       GP(       ) 4 1
 QN0603  NGVD 29 (08/19/91)  442.4    (m)         1451.     (f) GPS OBS        
 QN0603
 QN0603.Superseded values are not recommended for survey control.
 QN0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0603.See file dsdata.txt to determine how the superseded data were derived.
 QN0603
 QN0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK1204396996(NAD 83)
 QN0603_MARKER: DZ = AZIMUTH MARK DISK
 QN0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0603_SP_SET: CONCRETE POST
 QN0603_STAMPING: MEDFORD GPS 1989
 QN0603_MARK LOGO: NGS   
 QN0603_PROJECTION: FLUSH
 QN0603_MAGNETIC: N = NO MAGNETIC MATERIAL
 QN0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0603+STABILITY: SURFACE MOTION
 QN0603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QN0603+SATELLITE: SATELLITE OBSERVATIONS - December 10, 1997
 QN0603
 QN0603  HISTORY     - Date     Condition        Report By
 QN0603  HISTORY     - 1989     MONUMENTED       WIDT
 QN0603  HISTORY     - 19900806 GOOD
 QN0603  HISTORY     - 19971210 GOOD             NGS
 QN0603
 QN0603                          STATION DESCRIPTION
 QN0603
 QN0603'DESCRIBED BY WI DEPT OF TRANSP 1989
 QN0603'THE STATION IS LOCATED ABOUT 4.18 KM (2.60 MI) SOUTHEAST OF MEDFORD,
 QN0603'8.0 KM (5.0 MI) NORTH OF STETSONVILLE AND AT THE MEDFORD/TAYLOR
 QN0603'COUNTY AIRPORT.
 QN0603'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 13 AND 64 IN
 QN0603'THE CENTER OF MEDFORD, GO SOUTH ON HIGHWAY 13 FOR 4.18 KM (2.60 MI)
 QN0603'TO THE JUNCTION OF APPLE AVENUE, TURN LEFT, EAST, ON APPLE AVENUE FOR
 QN0603'1.44 KM (0.89 MI) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT, TURN
 QN0603'RIGHT, SOUTH, THEN LEFT, PASSING BETWEEN THE HANGARS TO THE APRON,
 QN0603'CONTINUE AHEAD ON THE TAXIWAY TO THE JUNCTION OF RUNWAY 15, TURN
 QN0603'LEFT, SOUTHEAST, ONTO THE RUNWAY FOR 1.12 KM (0.70 MI) TO A
 QN0603'TURN-AROUND ON THE LEFT AND THE STATION ON THE RIGHT DIRECTLY
 QN0603'SOUTHWEST OF A VASI LIGHT.
 QN0603'THE STATION IS LOCATED 47.2 M (154.9 FT) SOUTHWEST OF THE CENTER OF
 QN0603'RUNWAY 33, 20.7 M (67.9 FT) SOUTHWEST OF THE SOUTH METAL LEG OF A
 QN0603'VASI LIGHT AND 1.0 M (3.3 FT) NORTHEAST OF A FIBERGLASS WITNESS POST.
 QN0603
 QN0603                          STATION RECOVERY (1990)
 QN0603
 QN0603'RECOVERED 1990
 QN0603'RECOVERED IN GOOD CONDITION.
 QN0603
 QN0603                          STATION RECOVERY (1997)
 QN0603
 QN0603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 QN0603'NOTE--THIS IS THE PRIMARY AIRPORT CONTROL (PAC) STATION FOR THE
 QN0603'MEDFORD/TAYLOR COUNTY (MDZ) AIRPORT.  THE STATION IS LOCATED ABOUT 3.7
 QN0603'MI (6.0 KM) SOUTHEAST OF MEDFORD AND 3.1 MI (5.0 KM) NORTH-NORTHEAST
 QN0603'OF STETSONVILLE, AT THE TAYLOR COUNTY AIRPORT NEAR THE SOUTH END OF
 QN0603'THE AIRFIELD, NORTH-NORTHWEST OF RUNWAY END 33 AND ACROSS THE RUNWAY
 QN0603'OPPOSITE (WEST OF) THE NORTH ONE OF TWO RUNUPS ALONG THE EAST SIDE OF
 QN0603'THE RUNWAY.  OWNERSHIP--TAYLOR COUNTY, TAYLOR COUNTY COURTHOUSE,
 QN0603'MEDFORD, WI 54451.  AIRPORT MANAGER IS TERRI ANDERSON, 5125 WEST APPLE
 QN0603'AVENUE, MEDFORD, WI 54451, PHONE 715-678-2152.  TO REACH FROM THE
 QN0603'JUNCTION OF STATE HIGHWAYS 13 (8TH STREET) AND 64 (BROADWAY) IN
 QN0603'MEDFORD, GO SOUTH ON HIGHWAY 13 FOR 2.60 MI (4.18 KM) TO A PAVED
 QN0603'CROSSROAD (APPLE AVENUE) , TURN LEFT AND GO EAST ON APPLE AVENUE FOR
 QN0603'0.9 MI (1.4 KM) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT
 QN0603'AND GO SOUTH ON THE ENTRANCE ROAD FOR 0.15 MI (0.24 KM) TO THE AIRPORT
 QN0603'OFFICE AT THE APRON.  TURN RIGHT AND GO SOUTHWEST AND THEN SOUTH
 QN0603'ACROSS THE APRON AND THEN ALONG A TAXIWAY FOR 0.05 MI (0.08 KM) TO THE
 QN0603'JUNCTION OF RUNWAY 9-27.  TURN RIGHT AND GO WEST ALONG THE RUNWAY,
 QN0603'PASSING AROUND THE TUNCTION OF RUNWAY ENDS 9-27 AND 15-33.  TURN LEFT
 QN0603'AND GO SOUTH-SOUTHWEST ALONG RUNWAY 15-33 FOR 0.55 MI (0.89 KM) TO THE
 QN0603'STATION ON THE RIGHT.  NOTE--DURING SUMMER MONTHS THE STATION CAN ALSO
 QN0603'BE REACHED FROM THE JUNCTION OF APPLE AVENUE BY CONTINUING SOUTHERLY
 QN0603'ON HIGHWAY 13 FOR 1.15 MI (1.85 KM) TO A GRAVEL CROSSROAD.  TURN LEFT
 QN0603'AND GO EAST ON PINE AVENUE FOR 0.45 MI (0.72 KM) TO A TRACK ROAD ON
 QN0603'THE LEFT LEADING TO RUNWAY END 33.  TURN LEFT AND GO NORTH, THEN EAST
 QN0603'ON THE TRACK ROAD FOR 0.10 MI (0.16 KM) TO THE JUNCTION WITH RUNWAY
 QN0603'END 33.  TURN LEFT AND GO NORTH-NORTHWEST ALONG THE RUNWAY FOR 0.15 MI
 QN0603'(0.24 KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE NGS
 QN0603'HORIZONTAL CONTROL DISK SET IN THE TOP OF A 40 CM ROUND CONCRETE POST
 QN0603'RECESSED 5 CM BELOW GROUND.  IT IS, ABOUT 210 M (689.0 FT)
 QN0603'NORTH-NORTHWEST OF RUNWAY END 33, 49.5 M (162.4 FT) SOUTH OF THE 4TH
 QN0603'RUNWAY LIGHT NORTH OF THE RUNWAY END, 47.1 M (154.5 FT) WEST-SOUTHWEST
 QN0603'OF THE RUNWAY CENTERLINE, 39.2 M (128.6 FT) WEST OF THE 3RD RUNWAY
 QN0603'LIGHT NORTH OF THE RUNWAY END, 35.7 M (117.1 FT) WEST-SOUTHWEST OF THE
 QN0603'SOUTHWEST RUNWAY EDGE, 20.5 M (67.3 FT) SOUTHWEST OF THE SOUTHWEST LEG
 QN0603'OF THE NORTHWEST 1 OF 2 VASI LIGHT BOXES, 19.0 M (62.3 FT)
 QN0603'NORTH-NORTHWEST OF THE EXTENDED SOUTHEAST EDGE OF THE RUNUP RAMP ON
 QN0603'THE NORTHEAST SIDE OF THE RUNWAY AND 0.9 M (3.0 FT) EAST-NORTHEAST OF
 QN0603'A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4912 ***********************************************************************
 DG4912  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4912  DESIGNATION -  MEDINA E GPS
 DG4912  PID         -  DG4912
 DG4912  STATE/COUNTY-  WI/DANE
 DG4912  USGS QUAD   -  MARSHALL (1981)
 DG4912
 DG4912                         *CURRENT SURVEY CONTROL
 DG4912  ___________________________________________________________________
 DG4912* NAD 83(1997)-  43 08 24.39677(N)    089 03 01.25443(W)     ADJUSTED  
 DG4912* NAVD 88     -       284.65   (meters)     933.9    (feet)  GPS OBS   
 DG4912  ___________________________________________________________________
 DG4912  X           -      77,258.814 (meters)                     COMP
 DG4912  Y           -  -4,660,866.019 (meters)                     COMP
 DG4912  Z           -   4,339,043.602 (meters)                     COMP
 DG4912  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 DG4912  ELLIP HEIGHT-         250.09  (meters)          (04/02/04) GPS OBS
 DG4912  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 DG4912
 DG4912  HORZ ORDER  -  FIRST
 DG4912  ELLP ORDER  -  FOURTH    CLASS I
 DG4912
 DG4912.The horizontal coordinates were established by GPS observations
 DG4912.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4912
 DG4912.The orthometric height was determined by GPS observations and a
 DG4912.high-resolution geoid model using precise GPS observation and
 DG4912.processing techniques.
 DG4912
 DG4912.Photographs are available for this station.
 DG4912
 DG4912.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4912
 DG4912.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4912
 DG4912.The ellipsoidal height was determined by GPS observations
 DG4912.and is referenced to NAD 83.
 DG4912
 DG4912.The geoid height was determined by GEOID03.
 DG4912
 DG4912;                    North         East     Units Scale Factor Converg.
 DG4912;SPC WI S     -   127,095.054   677,253.244   MT  0.99994288   +0 39 09.0
 DG4912;SPC WI S     -   416,977.69  2,221,955.02   sFT  0.99994288   +0 39 09.0
 DG4912;UTM  16      - 4,778,414.492   333,257.336   MT  0.99994203   -1 24 08.3
 DG4912
 DG4912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4912!SPC WI S     -   0.99996078  x   0.99994288  =   0.99990366
 DG4912!UTM  16      -   0.99996078  x   0.99994203  =   0.99990281
 DG4912
 DG4912                          SUPERSEDED SURVEY CONTROL
 DG4912
 DG4912.No superseded survey control is available for this station.
 DG4912
 DG4912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3325778414(NAD 83)
 DG4912_MARKER: DD = SURVEY DISK
 DG4912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4912_STAMPING: MEDINA E GPS 2002
 DG4912_MARK LOGO: WIDT  
 DG4912_PROJECTION: FLUSH
 DG4912_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4912+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4912
 DG4912  HISTORY     - Date     Condition        Report By
 DG4912  HISTORY     - 2001     MONUMENTED       WIDT
 DG4912
 DG4912                          STATION DESCRIPTION
 DG4912
 DG4912'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4912'THE STATION IS LOCATED ABOUT 13 KM NORTHWEST OF LAKE MILLS, 7 KM
 DG4912'SOUTHWEST OF WATERLOO AND 3 KM SOUTH-SOUTHEAST OF MARSHALL.
 DG4912'OWNERSHIP--TOWN OF MEDINA.  TO REACH THE STATION FROM THE JUNCTION OF
 DG4912'INTERSTATE HIGHWAY 94 WITH STATE HIGHWAY 73 (EXIT 250) ABOUT 13 KM
 DG4912'SOUTHEAST OF THE CITY OF SUN PRAIRIE, GO NORTH ON STATE HIGHWAY 73 FOR
 DG4912'3.0 KM TO SHERMAN DRIVE, TURN RIGHT AND GO EAST ON SHERMAN DRIVE FOR
 DG4912'1.6 KM TO MISSOURI ROAD, TURN LEFT AND GO NORTH ON MISSOURI ROAD FOR
 DG4912'0.6 KM TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DG4912'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DG4912'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DG4912'AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 8.2 M EAST OF
 DG4912'THE CENTERLINE OF MISSOURI ROAD, 70 M SOUTH OF THE CENTERLINE OF
 DG4912'PRIVATE ENTRANCE --5308 MISSOURI ROAD--, 17.8 M EAST-NORTHEAST OF
 DG4912'TELEPHONE POLE --93 09757 40-5--, AND 1 M WEST OF A CULTIVATED FIELD.
 DG4912'---NOTE---THE STATION IS SOUTHWEST, NORTHWEST AND EAST OF AN ORANGE
 DG4912'4X4 PLASTIC WITNESS POST.  ---NOTE2---THIS STATION HAS NO VISIBLE
 DG4912'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DG4912' 
 DG4912'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9940 ***********************************************************************
 DF9940  DESIGNATION -  MEDINA N GPS
 DF9940  PID         -  DF9940
 DF9940  STATE/COUNTY-  WI/DANE
 DF9940  USGS QUAD   -  MARSHALL (1981)
 DF9940
 DF9940                         *CURRENT SURVEY CONTROL
 DF9940  ___________________________________________________________________
 DF9940* NAD 83(1997)-  43 10 59.24871(N)    089 00 57.07511(W)     ADJUSTED  
 DF9940* NAVD 88     -       255.932  (meters)     839.67   (feet)  ADJUSTED  
 DF9940  ___________________________________________________________________
 DF9940  X           -      80,008.311 (meters)                     COMP
 DF9940  Y           -  -4,657,529.090 (meters)                     COMP
 DF9940  Z           -   4,342,509.762 (meters)                     COMP
 DF9940  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 DF9940  ELLIP HEIGHT-         221.29  (meters)          (04/02/04) GPS OBS
 DF9940  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 DF9940  DYNAMIC HT  -         255.867 (meters)     839.46  (feet)  COMP
 DF9940  MODELED GRAV-     980,358.4   (mgal)                       NAVD 88
 DF9940
 DF9940  HORZ ORDER  -  FIRST
 DF9940  VERT ORDER  -  SECOND    CLASS I
 DF9940  ELLP ORDER  -  FOURTH    CLASS I
 DF9940
 DF9940.The horizontal coordinates were established by GPS observations
 DF9940.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DF9940
 DF9940.The orthometric height was determined by differential leveling
 DF9940.and adjusted by the National Geodetic Survey in February 2004..
 DF9940
 DF9940.Photographs are available for this station.
 DF9940
 DF9940.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9940
 DF9940.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9940
 DF9940.The ellipsoidal height was determined by GPS observations
 DF9940.and is referenced to NAD 83.
 DF9940
 DF9940.The geoid height was determined by GEOID03.
 DF9940
 DF9940.The dynamic height is computed by dividing the NAVD 88
 DF9940.geopotential number by the normal gravity value computed on the
 DF9940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9940.degrees latitude (g = 980.6199 gals.).
 DF9940
 DF9940.The modeled gravity was interpolated from observed gravity values.
 DF9940
 DF9940;                    North         East     Units Scale Factor Converg.
 DF9940;SPC WI S     -   131,905.703   680,002.796   MT  0.99993976   +0 40 34.4
 DF9940;SPC WI S     -   432,760.63  2,230,975.84   sFT  0.99993976   +0 40 34.4
 DF9940;UTM  16      - 4,783,123.406   336,177.644   MT  0.99993015   -1 22 47.4
 DF9940
 DF9940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9940!SPC WI S     -   0.99996530  x   0.99993976  =   0.99990506
 DF9940!UTM  16      -   0.99996530  x   0.99993015  =   0.99989545
 DF9940
 DF9940                          SUPERSEDED SURVEY CONTROL
 DF9940
 DF9940  NAVD 88 (04/02/04)  255.93   (m)          839.7    (f) LEVELING    3  
 DF9940
 DF9940.Superseded values are not recommended for survey control.
 DF9940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9940.See file dsdata.txt to determine how the superseded data were derived.
 DF9940
 DF9940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3617883123(NAD 83)
 DF9940_MARKER: DD = SURVEY DISK
 DF9940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9940_STAMPING: MEDINA N GPS 2002
 DF9940_MARK LOGO: WIDT  
 DF9940_PROJECTION: FLUSH
 DF9940_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9940_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9940+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DF9940
 DF9940  HISTORY     - Date     Condition        Report By
 DF9940  HISTORY     - 2001     MONUMENTED       WIDT
 DF9940  HISTORY     - 2004     GOOD             WIDT
 DF9940
 DF9940                          STATION DESCRIPTION
 DF9940
 DF9940'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9940'THE STATION IS LOCATED ABOUT 14 KM NORTHWEST OF LAKE MILLS, 4 KM
 DF9940'NORTHEAST OF MARSHALL, AND 2 KM WEST OF WATERLOO.  OWNERSHIP--TOWN OF
 DF9940'MEDINA.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 19
 DF9940'WITH STATE HIGHWAY 89 AT THE INTERSECTION OF MADISON STREET AND
 DF9940'MONROE STREET IN THE CITY OF WATERLOO, GO WEST ON STATE HIGHWAY 19
 DF9940'FOR 1.0 KM TO CANAL ROAD ON THE RIGHT, TURN RIGHT AND GO WEST ON
 DF9940'CANAL ROAD FOR 1.3 KM TO THE STATION ON THE LEFT.  THE STATION IS A
 DF9940'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9940'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9940'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DF9940'STATION IS 10.5 M SOUTH OF THE CENTERLINE OF CANAL ROAD, 40 M EAST OF
 DF9940'A GRAVEL FIELD ENTRANCE, 40.1 M WEST-SOUTHWEST OF A WOOD POST FOR A
 DF9940'--TRACTOR CROSSING-- SIGN, AND 1.0 M NORTH OF A BARBED WIRE FENCE.
 DF9940'---NOTE---THE STATION IS EASTAND WEST OF AN ORANGE 4X4 PLASTIC
 DF9940'WITNESS POST.  ---NOTE2--- THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9940'EXTENDING HIGHER THAN 10 DEGREES ABOVE THE HORIZON.
 DF9940
 DF9940                          STATION RECOVERY (2004)
 DF9940
 DF9940'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 DF9940'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1041 ***********************************************************************
 OM1041  DESIGNATION -  MEDINA RESET
 OM1041  PID         -  OM1041
 OM1041  STATE/COUNTY-  WI/DANE
 OM1041  USGS QUAD   -  MARSHALL (1981)
 OM1041
 OM1041                         *CURRENT SURVEY CONTROL
 OM1041  ___________________________________________________________________
 OM1041* NAD 83(1991)-  43 07 34.50680(N)    089 02 16.23818(W)     ADJUSTED  
 OM1041* NAVD 88     -       305.     (meters)    1001.     (feet)  SCALED    
 OM1041  ___________________________________________________________________
 OM1041  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 OM1041  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 OM1041
 OM1041  HORZ ORDER  -  SECOND
 OM1041
 OM1041.The horizontal coordinates were established by classical geodetic methods
 OM1041.and adjusted by the National Geodetic Survey in November 1991..
 OM1041
 OM1041.The orthometric height was scaled from a topographic map.
 OM1041
 OM1041.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1041
 OM1041.The geoid height was determined by GEOID03.
 OM1041
 OM1041;                    North         East     Units Scale Factor Converg.
 OM1041;SPC WI S     -   125,567.309   678,288.193   MT  0.99994401   +0 39 40.0
 OM1041;SPC WI S     -   411,965.41  2,225,350.51   sFT  0.99994401   +0 39 40.0
 OM1041;UTM  16      - 4,776,850.629   334,236.841   MT  0.99993803   -1 23 36.3
 OM1041
 OM1041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1041!SPC WI S     -   0.99995759  x   0.99994401  =   0.99990161
 OM1041!UTM  16      -   0.99995759  x   0.99993803  =   0.99989563
 OM1041
 OM1041|---------------------------------------------------------------------|
 OM1041| PID    Reference Object                     Distance      Geod. Az  |
 OM1041|                                                           dddmmss.s |
 OM1041| CI9292 MEDINA RM 1                          25.412 METERS 04734     |
 OM1041| OM1044 CAMBRIDGE MUNICIPAL WATER TWR       APPROX.13.9 KM 1713609.5 |
 OM1041| CI9293 MEDINA RM 2                          21.178 METERS 18954     |
 OM1041| NH1316 UTICA RADIO STA KSE 29 TOWER        APPROX.20.2 KM 2045510.0 |
 OM1041| OM1042 DEERFIELD RAD STA KSG 53 TOWER      APPROX.10.5 KM 2101058.8 |
 OM1041| NH1310 WESTERN KOSHKONONG LUTH CH          APPROX.17.8 KM 2124423.5 |
 OM1041| CI9291 MEDINA AZ MK                                       3345208.5 |
 OM1041|---------------------------------------------------------------------|
 OM1041
 OM1041                          SUPERSEDED SURVEY CONTROL
 OM1041
 OM1041  NAD 83(1986)-  43 07 34.49983(N)    089 02 16.24357(W) AD(       ) 2
 OM1041  NAD 27      -  43 07 34.50540(N)    089 02 15.84980(W) AD(       ) 2
 OM1041
 OM1041.Superseded values are not recommended for survey control.
 OM1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1041.See file dsdata.txt to determine how the superseded data were derived.
 OM1041
 OM1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3423776851(NAD 83)
 OM1041_MARKER: DD = SURVEY DISK
 OM1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1041
 OM1041  HISTORY     - Date     Condition        Report By
 OM1041  HISTORY     - 1958     MONUMENTED       USGS
 OM1041
 OM1041                          STATION DESCRIPTION
 OM1041
 OM1041'DESCRIBED BY US GEOLOGICAL SURVEY 1958 (GWM)
 OM1041'THE SURFACE MARK, A 4 FOOT PIPE WAS FOUND.  THE DISK WAS
 OM1041'BROKEN OFF.  A SEARCH WAS MADE TO FIND THE UNDERGROUND MARK,
 OM1041'BUT IT COULD NOT BE FOUND.  THE PIPE WAS TAKEN OUT AND A
 OM1041'STANDARD STATION MARK WAS SET.
 OM1041'
 OM1041'THE STATION IS ABOUT 3 MILES SOUTH-SOUTHEAST OF MARSHALL, ABOUT
 OM1041'6 MILES NORTH-NORTHEAST OF DEERFIELD IN THE SE 1/4 SEC. 26, T8 N,
 OM1041'R 12 B. ON A HIGH HILL AT THE NORTH EDGE OF A WOODED SECTOR
 OM1041'AND IS ON THE PROPERTY OF MR. CARL KLUNSTUBER.  IT IS 81 FEET
 OM1041'SOUTHWEST OF A FENCE CORNER, 61 FEET SOUTH OF A WIRE FENCE,
 OM1041'27 FEET NORTH OF A TWIN TRUNK OAK TREE WITH A TRIANGULAR BLAZE
 OM1041'ON THE NORTH SIDE, 25 FEET WEST OF A 12 INCH CHERRY TREE AND 9
 OM1041'FEET SOUTHEAST OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH
 OM1041'AND THE DISK IS STAMPED MEDINA USGS 1876 1958.
 OM1041'
 OM1041'TO REACH THE STATION FROM THE CHICAGO AND NORTHWESTERN RAILROAD
 OM1041'DEPOT IN DEERFIELD, GO NORTH ON STATE HIGHWAY 73 FOR 4.2 MILES
 OM1041'TO THE JUNCTION OF STATE HIGHWAY 73 AND STATE HIGHWAY 30.
 OM1041'TURN RIGHT AND GO EAST ON HIGHWAY 30 FOR 1.8 MILES TO A GRAVELED
 OM1041'CROSSROAD.  TURN LEFT AND GO NORTH ON A WINDING GRAVELED ROAD
 OM1041'FOR 1.1 MILES TO ANOTHER GRAVELED CROSSROAD AND A SCHOOL HOUSE
 OM1041'IN THE NORTHEAST ANGLE*.  TURN RIGHT AND GO EAST ON A GRAVELED
 OM1041'ROAD FOR 0.1 MILE TO A GATE ON THE LEFT.  TURN LEFT PASSING
 OM1041'THROUGH THE GATE AND GO NORTHEAST FOR 0.15 MILE TO THE TOP OF
 OM1041'THE HILL AND THE STATION.
 OM1041'
 OM1041'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO NORTH ON A PAVED
 OM1041'ROAD FOR 0.5 MILE TO THE MARK ON THE LEFT.
 OM1041'
 OM1041'REFERENCE MARK 1 IS 5 FEET WEST OF THE FENCE CORNER, 1 FOOT
 OM1041'SOUTH OF THE WIRE FENCE AND 72 FEET NORTHEAST OF THE WHITE
 OM1041'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 OM1041'MEDINA USGS NO 1 1876 1958.
 OM1041'
 OM1041'REFERENCE MARK 2 IS 44 FEET SOUTHEAST OF THE TWIN TRUNK OAK
 OM1041'TREE WITH THE TRIANGULAR BLAZE ON THE NORTH SIDE, 26 FEET
 OM1041'NORTHWEST OF AN 8 INCH LOCUST TREE, 24 FEET NORTH OF A CLUSTER OF
 OM1041'5 TREES, 12 FEET WEST OF A TWIN TRUNK OAK TREE AND 74 FEET
 OM1041'SOUTHEAST OF THE WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND
 OM1041'THE DISK IS STAMPED MEDINA USGS NO 2 1876 1958.
 OM1041'
 OM1041'THE AZIMUTH MARK IS 34 FEET WEST OF THE CENTERLINE OF A PAVED
 OM1041'ROAD, 17 FEET SOUTHEAST OF THE SOUTHEAST LEG OF A HIGH LINE
 OM1041'TOWER, 13 FEET SOUTH OF A T-FENCE CORNER, 1 FOOT EAST OF A
 OM1041'WIRE FENCE AND 2 FEET SOUTH OF A WHITE WITNESS POST.  THE
 OM1041'MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED MEDINA USGS
 OM1041'1876 1958.
 OM1041'
 OM1041'(DIFFERENCE IN ELEVATION) MEDINA (USGS 1876)- MEDINA (USGS 1876)
 OM1041'1958 0.063 M.
 OM1041'
 OM1041'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5558 ***********************************************************************
 DH5558  DESIGNATION -  MEEHAN W GPS
 DH5558  PID         -  DH5558
 DH5558  STATE/COUNTY-  WI/PORTAGE
 DH5558  USGS QUAD   -  MEEHAN (1976)
 DH5558
 DH5558                         *CURRENT SURVEY CONTROL
 DH5558  ___________________________________________________________________
 DH5558* NAD 83(1997)-  44 26 20.47762(N)    089 39 17.05703(W)     ADJUSTED  
 DH5558* NAVD 88     -                                                        
 DH5558  ___________________________________________________________________
 DH5558  X           -      27,488.210 (meters)                     COMP
 DH5558  Y           -  -4,561,578.260 (meters)                     COMP
 DH5558  Z           -   4,443,254.720 (meters)                     COMP
 DH5558  LAPLACE CORR-          -4.76  (seconds)                    DEFLEC99
 DH5558  ELLIP HEIGHT-         288.58  (meters)          (08/01/05) GPS OBS
 DH5558  GEOID HEIGHT-         -35.60  (meters)                     GEOID03
 DH5558
 DH5558  HORZ ORDER  -  FIRST
 DH5558  ELLP ORDER  -  SECOND    CLASS I
 DH5558
 DH5558.The horizontal coordinates were established by GPS observations
 DH5558.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5558
 DH5558
 DH5558.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5558
 DH5558.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5558
 DH5558.The ellipsoidal height was determined by GPS observations
 DH5558.and is referenced to NAD 83.
 DH5558
 DH5558.The geoid height was determined by GEOID03.
 DH5558
 DH5558;                    North         East     Units Scale Factor Converg.
 DH5558;SPC WI C     -    67,361.308   627,486.217   MT  0.99996963   +0 14 37.0
 DH5558;SPC WI C     -   221,001.22  2,058,677.70   sFT  0.99996963   +0 14 37.0
 DH5558;UTM  16      - 4,924,063.951   288,732.859   MT  1.00014893   -1 51 33.8
 DH5558
 DH5558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5558!SPC WI C     -   0.99995475  x   0.99996963  =   0.99992438
 DH5558!UTM  16      -   0.99995475  x   1.00014893  =   1.00010368
 DH5558
 DH5558                          SUPERSEDED SURVEY CONTROL
 DH5558
 DH5558.No superseded survey control is available for this station.
 DH5558
 DH5558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ8873324064(NAD 83)
 DH5558_MARKER: DD = SURVEY DISK
 DH5558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5558_STAMPING: MEEHAN W GPS 2004
 DH5558_MARK LOGO: WIDT  
 DH5558_PROJECTION: FLUSH
 DH5558_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5558+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH5558
 DH5558  HISTORY     - Date     Condition        Report By
 DH5558  HISTORY     - 20040621 MONUMENTED       WIDT
 DH5558  HISTORY     - 20051228 GOOD             WIDT
 DH5558
 DH5558                          STATION DESCRIPTION
 DH5558
 DH5558'DESCRIBED BY WI DEPT OF TRANSP 2004 (BLT)
 DH5558'OWNERSHIP--TOWN OF LINWOOD.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5558'STATE HIGHWAY  54 WITH COUNTY HIGHWAY F AND PIERCE AVE ABOUT 5 MI
 DH5558'SOUTHWEST OF THE VILLAGE OF PLOVER,  GO NORTH OF PIERCE AVE FOR 0.1 MI
 DH5558'TO CLUB FOREST DR, TURN LEFT AND GO WEST ON CLUB  FOREST DR FOR 0.4 MI
 DH5558'TO THE STATION ON THE LEFT. THE STATION IS A BRONZE WISCONSIN
 DH5558'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION SET IN
 DH5558'THE TOP OF A  41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND
 DH5558'ABOUT LEVEL WITH THE ROAD.  THE  STATION IS 5 M SOUTH OF THE CENTER OF
 DH5558'CLUB FOREST DR, 0.1 MI EAST OF JOHNSON AVE, 10 M  WEST OF THE CENTER
 DH5558'OF A FIELD ENTRANCE, 1.0 M NORTH OF AN ORANGE 4X4 PLASTIC WITNESS
 DH5558'POST, 1.0 M SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST, AND 1.0 M
 DH5558'SOUTHEAST OF AN  ORANGE PLASTIC WITNESS POST.  ---NOTE---THE STATION
 DH5558'HAS NO VISIBLE OBSTRUCTIONS  EXTENDING HIGHER THAN 15 DEGREES ABOVE
 DH5558'THE HORIZON.
 DH5558
 DH5558                          STATION RECOVERY (2005)
 DH5558
 DH5558'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5558'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0489 ***********************************************************************
 OL0489  DESIGNATION -  MEEME
 OL0489  PID         -  OL0489
 OL0489  STATE/COUNTY-  WI/MANITOWOC
 OL0489  USGS QUAD   -  CLEVELAND WEST (1994)
 OL0489
 OL0489                         *CURRENT SURVEY CONTROL
 OL0489  ___________________________________________________________________
 OL0489* NAD 83(1991)-  43 54 30.92949(N)    087 49 52.80202(W)     ADJUSTED  
 OL0489* NAVD 88     -       251.     (meters)     823.     (feet)  SCALED    
 OL0489  ___________________________________________________________________
 OL0489  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 OL0489  GEOID HEIGHT-         -35.89  (meters)                     GEOID03
 OL0489
 OL0489  HORZ ORDER  -  SECOND
 OL0489
 OL0489.The horizontal coordinates were established by classical geodetic methods
 OL0489.and adjusted by the National Geodetic Survey in November 1991..
 OL0489
 OL0489.The orthometric height was scaled from a topographic map.
 OL0489
 OL0489.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0489
 OL0489.The geoid height was determined by GEOID03.
 OL0489
 OL0489;                    North         East     Units Scale Factor Converg.
 OL0489;SPC WI S     -   214,295.899   774,182.715   MT  0.99997172   +1 29 24.4
 OL0489;SPC WI S     -   703,069.13  2,539,964.46   sFT  0.99997172   +1 29 24.4
 OL0489;UTM  16      - 4,862,056.251   433,246.207   MT  0.99965481   -0 34 35.6
 OL0489
 OL0489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0489!SPC WI S     -   0.99996627  x   0.99997172  =   0.99993799
 OL0489!UTM  16      -   0.99996627  x   0.99965481  =   0.99962109
 OL0489
 OL0489|---------------------------------------------------------------------|
 OL0489| PID    Reference Object                     Distance      Geod. Az  |
 OL0489|                                                           dddmmss.s |
 OL0489| CI9295 MEEME RM 1                            7.413 METERS 05309     |
 OL0489| OL0490 ST WENDEL CATH CH SPIRE             APPROX. 5.6 KM 0893408.8 |
 OL0489| CI9296 MEEME RM 2                           25.862 METERS 12707     |
 OL0489| CI9294 MEEME AZ MK                                        1654700.2 |
 OL0489| OL0494 HOWARDS GROVE TRINITY LUTH CH       APPROX. 6.8 KM 1811029.4 |
 OL0489| OL0491 ST JOHNS EVAN AND REFORMED CH       APPROX. 4.5 KM 2190657.2 |
 OL0489|---------------------------------------------------------------------|
 OL0489
 OL0489                          SUPERSEDED SURVEY CONTROL
 OL0489
 OL0489  NAD 83(1986)-  43 54 30.91654(N)    087 49 52.80002(W) AD(       ) 2
 OL0489  NAD 27      -  43 54 30.93900(N)    087 49 52.47900(W) AD(       ) 2
 OL0489
 OL0489.Superseded values are not recommended for survey control.
 OL0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0489.See file dsdata.txt to determine how the superseded data were derived.
 OL0489
 OL0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3324662056(NAD 83)
 OL0489_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OL0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0489
 OL0489  HISTORY     - Date     Condition        Report By
 OL0489  HISTORY     - 1953     MONUMENTED       CGS
 OL0489  HISTORY     - 1983     POOR             WIDT
 OL0489
 OL0489                          STATION DESCRIPTION
 OL0489
 OL0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OL0489'THE STATION IS LOCATED ABOUT 5 MILES NORTH OF HOWARDS GROVE, 4 MILES
 OL0489'WEST OF CLEVELAND AND ON
 OL0489'THE PROPERTY OWNED BY MR. S. WOLLFE.  IT IS 23.4 FEET WEST OF THE
 OL0489'NORTHWEST CORNER OF AN IMPLEMENT
 OL0489'SHED, 31.1 FEET NORTHWEST OF THE SOUTHWEST CORNER OF
 OL0489'AN IMPLEMENT SHED, AND 5 FEET SOUTH OF A WHITE
 OL0489'WITNESS POST AND FENCE LINE.  THE MARK
 OL0489'IS FLUSH AND THE DISK IS STAMPED MEEME 1953.
 OL0489'
 OL0489'REFERENCE MARK NO. 1 IS 24 FEET EAST OF A WHITE WITNESS POST AND 1
 OL0489'FOOT NORTH OF THE NORTHWEST
 OL0489'CORNER OF AN IMPLEMENT SHED.  THE MARK IS FLUSH AND THE DISK IS
 OL0489'STAMPED MEEME NO 1 1953.
 OL0489'
 OL0489'REFERENCE MARK NO. 2 IS 55 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF
 OL0489'AN IMPLEMENT SHED AND 55 FEET
 OL0489'SOUTHWEST OF THE SOUTHEAST CORNER OF AN IMPLEMENT SHED.  THE MARK IS
 OL0489'FLUSH AND THE DISK IS STAMPED MEEME
 OL0489'NO 2 1953.
 OL0489'
 OL0489'AZIMUTH MARK IS 14 FEET NORTH OF THE CENTER OF A GRAVEL ROAD AND
 OL0489'CEMENTED IN A DRILL HOLE IN
 OL0489'THE NORTH SIDE OF THE EAST BRIDGE ABUTMENT.  THE DISK IS STAMPED
 OL0489'MEEME 1953.
 OL0489'
 OL0489'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 AND 42 IN
 OL0489'HOWARDS GROVE GO NORTH ON
 OL0489'HIGHWAY 42 FOR 3.8 MILES TO A CROSSROAD AND THE SHEBOYGAN-MANITOWOC
 OL0489'COUNTY LINE, CONTINUE AHEAD ON
 OL0489'HIGHWAY 42 FOR 1.0 MILE TO A CROSSROAD (*),
 OL0489'CONTINUE AHEAD FOR 0.2 MILE TO A GRAVEL ENTRANCE
 OL0489'DRIVE ON THE LEFT, TURN LEFT AND
 OL0489'GO 0.1 MILE TO A GATE, GO THROUGH THE GATE AND TURN RIGHT, GO NORTH
 OL0489'FOR 0.05 MILE TO THE STATION
 OL0489'AS DESCRIBED.
 OL0489'
 OL0489'*TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN LEFT AND GO WEST
 OL0489'FOR 0.1 MILE TO A BRIDGE AND
 OL0489'AZIMUTH MARK AS DESCRIBED.
 OL0489'
 OL0489'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 OL0489
 OL0489                          STATION RECOVERY (1983)
 OL0489
 OL0489'RECOVERY NOTE BY WI DEPT OF TRANSP 1983 (DJW)
 OL0489'MEEME 1953 RECOVERED POOR.  TOP 10 INCH IS COMPLETELY BROKEN
 OL0489'OFF.  THE 2 REFERENCE MARKS AND THE AZIMUTH MARK ARE IN GOOD
 OL0489'CONDITION.
 OL0489'
 OL0489'MARK COULD BE REPAIRED, OR REPLACED AT ITS PRESENT LOCATION.  IT
 OL0489'COULD BE DEEPER TO PREVENT FURTHER DAMAGE.
 OL0489'
 OL0489'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NORTH OF HOWARDS
 OL0489'GROVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF6125 ***********************************************************************
 DF6125  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6125  DESIGNATION -  MEEME E GPS
 DF6125  PID         -  DF6125
 DF6125  STATE/COUNTY-  WI/MANITOWOC
 DF6125  USGS QUAD   -  CLEVELAND WEST (1994)
 DF6125
 DF6125                         *CURRENT SURVEY CONTROL
 DF6125  ___________________________________________________________________
 DF6125* NAD 83(1997)-  43 56 06.45931(N)    087 49 09.28351(W)     ADJUSTED  
 DF6125* NAVD 88     -       235.55   (meters)     772.8    (feet)  GPS OBS   
 DF6125  ___________________________________________________________________
 DF6125  X           -     175,063.687 (meters)                     COMP
 DF6125  Y           -  -4,597,292.355 (meters)                     COMP
 DF6125  Z           -   4,403,042.240 (meters)                     COMP
 DF6125  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 DF6125  ELLIP HEIGHT-         199.64  (meters)          (06/11/03) GPS OBS
 DF6125  GEOID HEIGHT-         -35.93  (meters)                     GEOID03
 DF6125
 DF6125  HORZ ORDER  -  FIRST
 DF6125  ELLP ORDER  -  THIRD     CLASS I
 DF6125
 DF6125.The horizontal coordinates were established by GPS observations
 DF6125.and adjusted by the National Geodetic Survey in June 2003..
 DF6125
 DF6125.The orthometric height was determined by GPS observations and a
 DF6125.high-resolution geoid model using precise GPS observation and
 DF6125.processing techniques.
 DF6125
 DF6125.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6125
 DF6125.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6125
 DF6125.The ellipsoidal height was determined by GPS observations
 DF6125.and is referenced to NAD 83.
 DF6125
 DF6125.The geoid height was determined by GEOID03.
 DF6125
 DF6125;                    North         East     Units Scale Factor Converg.
 DF6125;SPC WI S     -   217,268.576   775,076.318   MT  0.99997593   +1 29 54.3
 DF6125;SPC WI S     -   712,821.99  2,542,896.22   sFT  0.99997593   +1 29 54.3
 DF6125;UTM  16      - 4,864,993.827   434,246.116   MT  0.99965318   -0 34 06.4
 DF6125
 DF6125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6125!SPC WI S     -   0.99996870  x   0.99997593  =   0.99994463
 DF6125!UTM  16      -   0.99996870  x   0.99965318  =   0.99962189
 DF6125
 DF6125                          SUPERSEDED SURVEY CONTROL
 DF6125
 DF6125.No superseded survey control is available for this station.
 DF6125
 DF6125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3424664994(NAD 83)
 DF6125_MARKER: DD = SURVEY DISK
 DF6125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6125_STAMPING: MEEME E GPS 1993-94
 DF6125_MARK LOGO: WI-071
 DF6125_PROJECTION: FLUSH
 DF6125_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6125+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2003
 DF6125
 DF6125  HISTORY     - Date     Condition        Report By
 DF6125  HISTORY     - 1993     MONUMENTED       WI-071
 DF6125  HISTORY     - 2002     GOOD             WIDT
 DF6125  HISTORY     - 20030622 GOOD             USPSQD
 DF6125
 DF6125                          STATION DESCRIPTION
 DF6125
 DF6125'DESCRIBED BY WI DEPT OF TRANSP 2002 (DJH)
 DF6125'THE STATION IS LOCATED ABOUT 22 KM SOUTH-SOUTHWEST OF MANITOWOC AND 6
 DF6125'KM
 DF6125'WEST-NORTHWEST OF CLEVELAND.  OWNERSHIP--TOWN OF MEEME.  TO REACH THE
 DF6125'STATION FROM
 DF6125'THE JUNCTION OF STATE HIGHWAY 42 WITH COUNTY HIGHWAY X ABOUT 21 KM
 DF6125'EAST OF THE CITY OF
 DF6125'NEW HOLSTRIN, GO SOUTH ON STATE HIGHWAY 42 FOR 1.6 KM TO EAST SPRING
 DF6125'VALLEY ROAD, TURN
 DF6125'LEFT AND GO EAST ON EAST SPRING VALLEY ROAD FOR 0.6 KM TO LORFELD ROAD
 DF6125'ON THE LEFT,
 DF6125'CONTINUE EAST ON EAST SPRING VALLEY ROAD FOR 0.3 KM TO THE STATION ON
 DF6125'THE RIGHT.  THE
 DF6125'STATION IS A BRONZE MANITOWOC COUNTY GEODETIC CONTROL MARKER DISK SET
 DF6125'IN THE TOP OF A
 DF6125'45-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8 M AND ABOUT LEVEL
 DF6125'WITH THE ROAD
 DF6125'PAVEMENT.  THE STATION IS 11.4 M SOUTH OF THE CENTERLINE OF EAST
 DF6125'SPRING VALLEY ROAD, 42.2 M
 DF6125'SOUTHEAST OF A TELEPHONE PEDESTAL --7310 8--, 40.9 M SOUTHWEST OF A
 DF6125'POWER POLE --1722-13L4--,
 DF6125'3 M NORTH OF A CULTIVATED FIELD, 0.4 M SOUTH OF A WHITE PLASTIC
 DF6125'WITNESS POST, 1.0 M EAST, 1.0
 DF6125'M WEST, AND 1.0 M NORTH OF THREE 4X4 ORANGE PLASTIC WITNESS POSTS.
 DF6125'---NOTE---THIS STATION
 DF6125'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DF6125'HORIZON.
 DF6125'
 DF6125
 DF6125                          STATION RECOVERY (2003)
 DF6125
 DF6125'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7689 ***********************************************************************
 DE7689  DESIGNATION -  MEEME N GPS
 DE7689  PID         -  DE7689
 DE7689  STATE/COUNTY-  WI/MANITOWOC
 DE7689  USGS QUAD   -  SCHOOL HILL (1992)
 DE7689
 DE7689                         *CURRENT SURVEY CONTROL
 DE7689  ___________________________________________________________________
 DE7689* NAD 83(1997)-  43 56 58.77821(N)    087 53 13.65810(W)     ADJUSTED  
 DE7689* NAVD 88     -       276.839  (meters)     908.26   (feet)  ADJUSTED  
 DE7689  ___________________________________________________________________
 DE7689  X           -     169,576.653 (meters)                     COMP
 DE7689  Y           -  -4,596,406.439 (meters)                     COMP
 DE7689  Z           -   4,404,233.657 (meters)                     COMP
 DE7689  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 DE7689  ELLIP HEIGHT-         240.96  (meters)          (06/11/03) GPS OBS
 DE7689  GEOID HEIGHT-         -35.90  (meters)                     GEOID03
 DE7689  DYNAMIC HT  -         276.786 (meters)     908.09  (feet)  COMP
 DE7689  MODELED GRAV-     980,421.1   (mgal)                       NAVD 88
 DE7689
 DE7689  HORZ ORDER  -  B
 DE7689  VERT ORDER  -  SECOND    CLASS I
 DE7689  ELLP ORDER  -  FOURTH    CLASS I
 DE7689
 DE7689.The horizontal coordinates were established by GPS observations
 DE7689.and adjusted by the WI DEPT OF TRANSP in June 2003..
 DE7689
 DE7689.The orthometric height was determined by differential leveling
 DE7689.and adjusted by the National Geodetic Survey in May 2003..
 DE7689
 DE7689.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7689
 DE7689.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7689
 DE7689.The ellipsoidal height was determined by GPS observations
 DE7689.and is referenced to NAD 83.
 DE7689
 DE7689.The geoid height was determined by GEOID03.
 DE7689
 DE7689.The dynamic height is computed by dividing the NAVD 88
 DE7689.geopotential number by the normal gravity value computed on the
 DE7689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7689.degrees latitude (g = 980.6199 gals.).
 DE7689
 DE7689.The modeled gravity was interpolated from observed gravity values.
 DE7689
 DE7689;                    North         East     Units Scale Factor Converg.
 DE7689;SPC WI S     -   218,742.498   769,586.874   MT  0.99997833   +1 27 06.3
 DE7689;SPC WI S     -   717,657.68  2,524,886.27   sFT  0.99997833   +1 27 06.3
 DE7689;UTM  16      - 4,866,664.266   428,815.145   MT  0.99966232   -0 36 56.6
 DE7689
 DE7689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7689!SPC WI S     -   0.99996222  x   0.99997833  =   0.99994055
 DE7689!UTM  16      -   0.99996222  x   0.99966232  =   0.99962455
 DE7689
 DE7689                          SUPERSEDED SURVEY CONTROL
 DE7689
 DE7689  NAVD 88 (06/11/03)  276.84   (m)          908.3    (f) LEVELING    3  
 DE7689
 DE7689.Superseded values are not recommended for survey control.
 DE7689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7689.See file dsdata.txt to determine how the superseded data were derived.
 DE7689
 DE7689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP2881566664(NAD 83)
 DE7689_MARKER: DD = SURVEY DISK
 DE7689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7689_STAMPING: MEEME N GPS 1993-94
 DE7689_MARK LOGO: WIDT  
 DE7689_PROJECTION: FLUSH
 DE7689_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7689+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2003
 DE7689
 DE7689  HISTORY     - Date     Condition        Report By
 DE7689  HISTORY     - 1994     MONUMENTED       WI-071
 DE7689  HISTORY     - 2002     GOOD             WIDT
 DE7689  HISTORY     - 20030622 GOOD             USPSQD
 DE7689
 DE7689                          STATION DESCRIPTION
 DE7689
 DE7689'DESCRIBED BY WI DEPT OF TRANSP 2002 (DJH)
 DE7689'THIS STATION IS LOCATED ABOUT 25 KM NORTHWEST OF SHEBOYGAN AND 24 KM
 DE7689'SOUTHWEST OF MANITOWOC.  OWNERSHIP--MANITOWOC COUNTY.  TO REACH THE
 DE7689'STATION FROM THE JUNCTION OF US 151 WITH STATE HIGHWAY 42 IN THE CITY
 DE7689'OF MANITOWOC, GO SOUTH ON STATE HIGHWAY 42 FOR 16.8 KM TO COUNTY
 DE7689'HIGHWAY X, TURN RIGHT AND GO WEST ON COUNTY HIGHWAY X FOR 3.0 KM TO
 DE7689'MINERAL SPRING ROAD ON THE LEFT, CONTINUE WEST ON COUNTY HIGHWAY X
 DE7689'FOR 1.1 KM TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DE7689'MANITOWOC COUNTY GEODETIC CONTROL MARKER DISK SET IN THE TOP OF A
 DE7689'41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DE7689'THE STATION IS 9.3 M NORTH OF THE CENTERLINE OF COUNTY HIGHWAY X,
 DE7689'49.2 M SOUTH OF THE SOUTHWEST CORNER OF THE MEEME TOWN HALL BUILDING,
 DE7689'48.6 M WEST OF THE CENTERLINE OF THE EAST ENTRANCE TO THE MEEME TOWN
 DE7689'HALL, 8.7 M EAST OF THE CENTERLINE OF THE WEST ENTRANCE TO MEEME TOWN
 DE7689'HALL, 4.7 M NORTH-NORTHEAST OF A WOOD POST FOR A --TOWN OF MEEME TOWN
 DE7689'HALL-- MAILBOX.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DE7689'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7689
 DE7689                          STATION RECOVERY (2003)
 DE7689
 DE7689'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7689'STATION RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 9 INCHES
 DE7689'SOUTH OF A WHITE PLASTIC WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF6005 ***********************************************************************
 DF6005  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6005  DESIGNATION -  MEEME S GPS
 DF6005  PID         -  DF6005
 DF6005  STATE/COUNTY-  WI/MANITOWOC
 DF6005  USGS QUAD   -  SCHOOL HILL (1992)
 DF6005
 DF6005                         *CURRENT SURVEY CONTROL
 DF6005  ___________________________________________________________________
 DF6005* NAD 83(1997)-  43 53 37.28498(N)    087 52 54.79261(W)     ADJUSTED  
 DF6005* NAVD 88     -       262.30   (meters)     860.6    (feet)  GPS OBS   
 DF6005  ___________________________________________________________________
 DF6005  X           -     170,156.111 (meters)                     COMP
 DF6005  Y           -  -4,600,691.593 (meters)                     COMP
 DF6005  Z           -   4,399,744.042 (meters)                     COMP
 DF6005  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 DF6005  ELLIP HEIGHT-         226.48  (meters)          (06/11/03) GPS OBS
 DF6005  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 DF6005
 DF6005  HORZ ORDER  -  FIRST
 DF6005  ELLP ORDER  -  THIRD     CLASS I
 DF6005
 DF6005.The horizontal coordinates were established by GPS observations
 DF6005.and adjusted by the National Geodetic Survey in June 2003..
 DF6005
 DF6005.The orthometric height was determined by GPS observations and a
 DF6005.high-resolution geoid model using precise GPS observation and
 DF6005.processing techniques.
 DF6005
 DF6005.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6005
 DF6005.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6005
 DF6005.The ellipsoidal height was determined by GPS observations
 DF6005.and is referenced to NAD 83.
 DF6005
 DF6005.The geoid height was determined by GEOID03.
 DF6005
 DF6005;                    North         East     Units Scale Factor Converg.
 DF6005;SPC WI S     -   212,536.433   770,165.342   MT  0.99996945   +1 27 19.3
 DF6005;SPC WI S     -   697,296.61  2,526,784.13   sFT  0.99996945   +1 27 19.3
 DF6005;UTM  16      - 4,860,443.314   429,169.269   MT  0.99966171   -0 36 41.2
 DF6005
 DF6005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6005!SPC WI S     -   0.99996449  x   0.99996945  =   0.99993394
 DF6005!UTM  16      -   0.99996449  x   0.99966171  =   0.99962621
 DF6005
 DF6005                          SUPERSEDED SURVEY CONTROL
 DF6005
 DF6005.No superseded survey control is available for this station.
 DF6005
 DF6005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP2916960443(NAD 83)
 DF6005_MARKER: DD = SURVEY DISK
 DF6005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6005_STAMPING: MEEME S GPS 1993-94
 DF6005_MARK LOGO: WI-071
 DF6005_PROJECTION: FLUSH
 DF6005_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6005+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2003
 DF6005
 DF6005  HISTORY     - Date     Condition        Report By
 DF6005  HISTORY     - 1994     MONUMENTED       WI-071
 DF6005  HISTORY     - 2002     GOOD             WIDT
 DF6005  HISTORY     - 20030622 GOOD             USPSQD
 DF6005
 DF6005                          STATION DESCRIPTION
 DF6005
 DF6005'DESCRIBED BY WI DEPT OF TRANSP 2002 (DJH)
 DF6005'THIS STATION IS LOCATED ABOUT 28 KM SOUTHWEST OF MANITOWOC, 21 KM
 DF6005'NORTHWEST OF
 DF6005'SHEBOYGAN AND 6 KM SOUTHEAST OF KIEL.  OWNERSHIP--MANITOWOC COUNTY.
 DF6005'TO REACH THE
 DF6005'STATION FROM THE JUNCTION OF STATE HIGHWAY 32 WITH STATE HIGHWAY 57
 DF6005'ABOUT 6 KM
 DF6005'SOUTHEAST OF KIEL, GO EAST ON STATE HIGHWAY 32 FOR 6.3 KM TO COUNTY
 DF6005'HIGHWAY M, TURN LEFT
 DF6005'AND GO NORTH ON COUNTY HIGHWAY M FOR 2.4 KM TO COUNTY LINE ROAD,
 DF6005'CONTINUE NORTH ON
 DF6005'COUNTY HIGHWAY M FOR 0.2 KM TO THE STATION ON THE LEFT.  THE STATION
 DF6005'IS A BRONZE
 DF6005'MANITOWOC COUNTY GEODETIC CONTROL STATION DISK SET IN THE TOP OF A
 DF6005'30-CM DIAMETER
 DF6005'CONCRETE POST SET TO A DEPTH OF 1.8 M AND ABOUT LEVEL WITH THE HIGHWAY
 DF6005'PAVEMENT.  THE
 DF6005'STATION IS 12.5 M WEST OF THE CENTERLINE OF COUNTY HIGHWAY M, 52 M
 DF6005'SOUTH OF THE
 DF6005'CENTERLINE OF A FIELD ENTRANCE, 27.3 M WEST-NORTHWEST OF A TELEPHONE
 DF6005'POLE --E62-10107-- ,
 DF6005'15.7 M WEST-NORTHWEST OF A METAL POST FOR A --4 WAY INTERSECTION--
 DF6005'SIGN, 0.5 M EAST OF A
 DF6005'CULTIVATED FIELD, 0.7 M WEST OF A WHITE PLASTIC WITNESS POST, 1.0 M
 DF6005'EAST, 1.0 M SOUTH, AND 1.0
 DF6005'M NORTH OF THREE 4X4 ORANGE PLASTIC WITNESS POSTS.  ---NOTE---THIS
 DF6005'STATION HAS NO VISIBLE
 DF6005'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF6005' 
 DF6005' 
 DF6005' 
 DF6005' 
 DF6005' 
 DF6005' 
 DF6005' 
 DF6005' 
 DF6005' 
 DF6005'
 DF6005
 DF6005                          STATION RECOVERY (2003)
 DF6005
 DF6005'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6005'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS IN THE CENTER OF A
 DF6005'TRIANGLE FORMED BY THREE ORANGE PLASTIC GUARD POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0590 ***********************************************************************
 PO0590  DESIGNATION -  MEL
 PO0590  PID         -  PO0590
 PO0590  STATE/COUNTY-  WI/JACKSON
 PO0590  USGS QUAD   -  MELROSE (1983)
 PO0590
 PO0590                         *CURRENT SURVEY CONTROL
 PO0590  ___________________________________________________________________
 PO0590* NAD 83(1991)-  44 08 48.79377(N)    090 59 49.27940(W)     ADJUSTED  
 PO0590* NAVD 88     -       279.5    (meters)     917.     (feet)  VERTCON   
 PO0590  ___________________________________________________________________
 PO0590  LAPLACE CORR-          -8.47  (seconds)                    DEFLEC99
 PO0590  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 PO0590
 PO0590  HORZ ORDER  -  SECOND
 PO0590
 PO0590.The horizontal coordinates were established by classical geodetic methods
 PO0590.and adjusted by the National Geodetic Survey in March 1999..
 PO0590
 PO0590.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0590
 PO0590.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0590
 PO0590.The geoid height was determined by GEOID03.
 PO0590
 PO0590;                    North         East     Units Scale Factor Converg.
 PO0590;SPC WI C     -    35,331.425   520,230.530   MT  1.00002109   -0 42 12.5
 PO0590;SPC WI C     -   115,916.52  1,706,789.66   sFT  1.00002109   -0 42 12.5
 PO0590;SPC WI S     -   238,985.171   520,230.730   MT  1.00001728   -0 41 06.2
 PO0590;SPC WI S     -   784,070.52  1,706,790.32   sFT  1.00001728   -0 41 06.2
 PO0590;UTM  15      - 4,890,138.110   660,191.285   MT  0.99991561   +1 23 43.3
 PO0590
 PO0590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0590!SPC WI C     -   0.99996127  x   1.00002109  =   0.99998236
 PO0590!SPC WI S     -   0.99996127  x   1.00001728  =   0.99997855
 PO0590!UTM  15      -   0.99996127  x   0.99991561  =   0.99987688
 PO0590
 PO0590|---------------------------------------------------------------------|
 PO0590| PID    Reference Object                     Distance      Geod. Az  |
 PO0590|                                                           dddmmss.s |
 PO0590| CJ5727 MEL RM 1                             27.371 METERS 18001     |
 PO0590| CJ5728 MEL RM 2                             24.597 METERS 23815     |
 PO0590|---------------------------------------------------------------------|
 PO0590
 PO0590                          SUPERSEDED SURVEY CONTROL
 PO0590
 PO0590  NAD 83(1991)-  44 08 48.79337(N)    090 59 49.28024(W) AD(       ) 2
 PO0590  NAD 83(1986)-  44 08 48.78919(N)    090 59 49.28745(W) AD(       ) 2
 PO0590  NAD 27      -  44 08 48.92740(N)    090 59 48.78520(W) AD(       ) 2
 PO0590  NGVD 29 (07/19/86)  279.5    (m)          917.     (f) VERT ANG       
 PO0590
 PO0590.Superseded values are not recommended for survey control.
 PO0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0590.See file dsdata.txt to determine how the superseded data were derived.
 PO0590
 PO0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ6019190138(NAD 83)
 PO0590_MARKER: DD = SURVEY DISK
 PO0590_SETTING: 0 = UNSPECIFIED SETTING
 PO0590
 PO0590  HISTORY     - Date     Condition        Report By
 PO0590  HISTORY     - 1967     MONUMENTED       USGS
 PO0590
 PO0590                          STATION DESCRIPTION
 PO0590
 PO0590'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (DLH)
 PO0590'THE STATION IS 0.9 MI N. OF MELROSE, ON A PROMINENT HILL WITH
 PO0590'TWIN TOPS ALIGNED E.-W., 400 YARDS N. OF COUNTY RD. D, 300
 PO0590'YARDS W. OF WISC. HWY. 54, ON LAND OWNED BY MR. CHET BROWN, IN
 PO0590'THE SE. QUARTER OF SEC. 5, T. 19 N., R. 5 W.
 PO0590'
 PO0590'TO REACH THE STATION FROM MELROSE POST OFFICE, GO 0.7 MI N. ON
 PO0590'WISC. HWY. 54, TURN LEFT INTO A PRIVATE DRIVE AND GO ABOUT 0.1
 PO0590'MI TO THE RESIDENCE OF MR. SMITH.  FROM THIS RESIDENCE, WALK ABOUT
 PO0590'330 YARDS NW. TO THE CREST OF THE E. HILL AND THE STATION.
 PO0590'
 PO0590'THE STATION AND REFERENCE MARKS ARE STANDARD TABLETS CRIMPED ON
 PO0590'COPPER WELD RODS DRIVEN 7 FT TO REFUSAL IN BEDROCK, SET IN 6
 PO0590'IN. DIAMETER TILE FILLED WITH GRAVEL.  ALL MARKS ARE STAMPED MEL
 PO0590'1967.
 PO0590'
 PO0590'THE STATION IS ON THE CREST OF THE E. HILL, 84 FT N. OF AN
 PO0590'E.-W. FIELD FENCE, 81.3 FT NE. OF A N.-S. PASTURE FENCE, AND 6.1 FT
 PO0590'S. OF A METAL WITNESS POST.
 PO0590'
 PO0590'REFERENCE MARK NO. 1 IS 27.371 M. (83.24 FT) S. OF THE STATION,
 PO0590'0.8 FT N. OF A FIELD FENCE AND A METAL WITNESS POST.
 PO0590'
 PO0590'REFERENCE MARK NO. 2 IS 24.597 M. (80.70 FT) SW. OF THE STATION,
 PO0590'0.6 FT NE. OF A PASTURE FENCE AND A METAL WITNESS POST.
 PO0590'
 PO0590'STANDARD BRACED TRIPOD USED.
 PO0590'
 PO0590'HEIGHT OF LIGHT ON MADES 43.87 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1086 ***********************************************************************
 PN1086  DESIGNATION -  MELANIE
 PN1086  PID         -  PN1086
 PN1086  STATE/COUNTY-  WI/PORTAGE
 PN1086  USGS QUAD   -  AMHERST (1969)
 PN1086
 PN1086                         *CURRENT SURVEY CONTROL
 PN1086  ___________________________________________________________________
 PN1086* NAD 83(1991)-  44 24 33.84084(N)    089 17 59.59421(W)     ADJUSTED  
 PN1086* NAVD 88     -       374.6    (meters)    1229.     (feet)  VERTCON   
 PN1086  ___________________________________________________________________
 PN1086  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 PN1086  GEOID HEIGHT-         -36.12  (meters)                     GEOID03
 PN1086
 PN1086  HORZ ORDER  -  FIRST
 PN1086
 PN1086.The horizontal coordinates were established by classical geodetic methods
 PN1086.and adjusted by the National Geodetic Survey in November 1991..
 PN1086
 PN1086.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1086
 PN1086.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1086
 PN1086.The geoid height was determined by GEOID03.
 PN1086
 PN1086;                    North         East     Units Scale Factor Converg.
 PN1086;SPC WI C     -    64,251.819   655,763.655   MT  0.99997368   +0 29 38.3
 PN1086;SPC WI C     -   210,799.51  2,151,451.26   sFT  0.99997368   +0 29 38.3
 PN1086;UTM  16      - 4,919,918.244   316,880.139   MT  1.00001240   -1 36 35.5
 PN1086
 PN1086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1086!SPC WI C     -   0.99994693  x   0.99997368  =   0.99992061
 PN1086!UTM  16      -   0.99994693  x   1.00001240  =   0.99995933
 PN1086
 PN1086:                Primary Azimuth Mark                     Grid Az
 PN1086:SPC WI C     -  AMHERST MUN TANK                         007 41 44.6
 PN1086:UTM  16      -  AMHERST MUN TANK                         009 47 58.4
 PN1086
 PN1086|---------------------------------------------------------------------|
 PN1086| PID    Reference Object                     Distance      Geod. Az  |
 PN1086|                                                           dddmmss.s |
 PN1086| PN1084 AMHERST MUN TANK                    APPROX. 4.5 KM 0081122.9 |
 PN1086| CJ5729 MELANIE RM 1                         25.398 METERS 11741     |
 PN1086| CJ5730 MELANIE RM 2                         19.644 METERS 20253     |
 PN1086| PN1091 CLAR                                APPROX.13.5 KM 2683258.3 |
 PN1086| PN1090 ARNOTT MAST                         APPROX. 9.5 KM 2963536.8 |
 PN1086| PN1029 PORTAGE COUNTY POLICE MAST          APPROX.16.3 KM 3204747.7 |
 PN1086|---------------------------------------------------------------------|
 PN1086
 PN1086                          SUPERSEDED SURVEY CONTROL
 PN1086
 PN1086  NAD 83(1986)-  44 24 33.83866(N)    089 17 59.60326(W) AD(       ) 1
 PN1086  NAD 27      -  44 24 33.93130(N)    089 17 59.20529(W) AD(       ) 1
 PN1086  NGVD 29 (07/19/86)  374.6    (m)         1229.     (f) VERT ANG       
 PN1086
 PN1086.Superseded values are not recommended for survey control.
 PN1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1086.See file dsdata.txt to determine how the superseded data were derived.
 PN1086
 PN1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ1688019918(NAD 83)
 PN1086_MARKER: DH = HORIZONTAL CONTROL DISK
 PN1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1086_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PN1086_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PN1086
 PN1086  HISTORY     - Date     Condition        Report By
 PN1086  HISTORY     - 1980     MONUMENTED       NGS
 PN1086
 PN1086                          STATION DESCRIPTION
 PN1086
 PN1086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (EDW)
 PN1086'THE STATION IS LOCATED ABOUT 11-1/2 MILES WEST-NORTHWEST
 PN1086'OF WAUPACA, 11-1/2 MILES NORTHEAST OF ALMOND, AND 2-3/4 MILES
 PN1086'SOUTH-SOUTHWEST OF AMHERST.
 PN1086'OWNERSHIP--MR. AND MRS. M. SCHNEIDER, 3221 WHITING ROAD
 PN1086'IN STEVENS POINT, WISCONSIN, (PHONE NUMBER 715-344-5921).
 PN1086'
 PN1086'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 10 AND
 PN1086'COUNTY ROUTE B AT THE WEST EDGE OF AMHERST, GO SOUTHEAST ON U.S.
 PN1086'HIGHWAY 10 FOR 0.95 MILES TO THE JUNCTION OF COUNTY ROUTE A ON
 PN1086'THE RIGHT.  TURN RIGHT AND GO SOUTH ON COUNTY ROUTE A FOR 1.45
 PN1086'MILES TO A PAVED SIDE ROAD RIGHT, DAMAU ROAD .  CONTINUE AHEAD ON
 PN1086'COUNTY ROUTE A FOR 1.35 MILES TO A DRIVEWAY ON THE RIGHT AT FIRE
 PN1086'NUMBER K 128 .  TURN RIGHT AND GO WEST-NORTHWEST ON THE DRIVE WAY
 PN1086'FOR 0.05 MILES TO A BRICK HOUSE.  BEAR RIGHT AND GO NORTHWEST
 PN1086'ACROSS THE BACK YARD FOR 0.05 MILES TO THE NORTH SIDE OF A BARN.
 PN1086'TURN RIGHT AND GO NORTH ALONG THE WEST SIDE OF A LANE AND IN THE
 PN1086'EAST EDGE OF A PLOWED FIELD FOR 0.15 MILES TO A GAP IN A FENCE
 PN1086'LINE AT THE NORTHEAST CORNER OF THE FIELD.  CONTINUE NORTH
 PN1086'THROUGH THE GAP THEN BEAR RIGHT FOR ABOUT 200 FEET TO THE EDGE
 PN1086'OF THE WOODS AND AN OLD WOODS ROAD.  GO NORTHEAST ON THE WOODS
 PN1086'ROAD FOR 0.1 MILES TO WHERE THE ROAD ENTERS A CLEAR AREA BETWEEN
 PN1086'TWO SMALL KNOLLS, BEAR RIGHT UP THE EAST ONE OF THE TWO KNOLLS
 PN1086'TO THE STATION AT THE TOP AS DESCRIBED.
 PN1086'
 PN1086'THE STATION IS A STANDARD NGS DISK
 PN1086'STAMPED---MELANIE 1980---,
 PN1086'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN1086'PROJECTING 4 CM ABOVE THE GROUND.  IT IS LOCATED
 PN1086'27.13 METERS (89 FT) NORTH-NORTHEAST FROM A 24-INCH OAK TREE,
 PN1086'13.87 METERS (45.5 FT) SOUTHEAST FROM A 6-INCH OAK TREE AND
 PN1086'12.50 METERS (41 FT) NORTHEAST FROM AN APPLE TREE.
 PN1086'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 PN1086'STAMPED---MELANIE 1980---,
 PN1086'SET INTO AN IRREGULAR MASS OF CONCRETE 1.5 METERS BELOW THE SURFACE.
 PN1086'
 PN1086'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 PN1086'STAMPED---MELANIE NO 1 1980---,
 PN1086'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 0.91 METERS
 PN1086'LARGEST DIMENSION.  IT IS LOCATED
 PN1086'13.72 METERS (45 FT) SOUTHWEST FROM AN 18-INCH OAK TREE,
 PN1086'9.75 METERS (32 FT) WEST FROM A NORTH-SOUTH FENCELINE AND
 PN1086'0.91 METER (3 FT) NORTHWEST FROM A METAL WITNESS POST
 PN1086'MARK IS BELOW STATION 1.5 METERS.
 PN1086'
 PN1086'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 PN1086'STAMPED---MELANIE NO 2 1980---,
 PN1086'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 1.0 METERS
 PN1086'LARGEST DIMENSION.  IT IS LOCATED
 PN1086'14.93 METERS (49 FT) SOUTHEAST FROM AN APPLE TREE,
 PN1086'7.62 METERS (25 FT) NORTH-NORTHEAST FROM A 24-INCH OAK TREE, AND
 PN1086'0.76 METER (2.5 FT) WEST FROM A METAL WITNESS POST.
 PN1086'MARK IS LEVEL WITH STATION.
 PN1086'
 PN1086'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0681 ***********************************************************************
 RM0681  DESIGNATION -  MELLEN
 RM0681  PID         -  RM0681
 RM0681  STATE/COUNTY-  WI/ASHLAND
 RM0681  USGS QUAD   -  MT WHITTLESEY (1967)
 RM0681
 RM0681                         *CURRENT SURVEY CONTROL
 RM0681  ___________________________________________________________________
 RM0681* NAD 83(1991)-  46 18 03.21248(N)    090 37 03.30781(W)     ADJUSTED  
 RM0681* NAVD 88     -       570.6    (meters)    1872.     (feet)  VERTCON   
 RM0681  ___________________________________________________________________
 RM0681  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 RM0681  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 RM0681
 RM0681  HORZ ORDER  -  FIRST
 RM0681
 RM0681.The horizontal coordinates were established by classical geodetic methods
 RM0681.and adjusted by the National Geodetic Survey in November 1991..
 RM0681
 RM0681.The NAVD 88 height was computed by applying the VERTCON shift value to
 RM0681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RM0681
 RM0681.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0681
 RM0681.The geoid height was determined by GEOID03.
 RM0681
 RM0681;                    North         East     Units Scale Factor Converg.
 RM0681;SPC WI N     -   126,248.493   552,422.724   MT  0.99994804   -0 26 43.8
 RM0681;SPC WI N     -   414,200.26  1,812,406.89   sFT  0.99994804   -0 26 43.8
 RM0681;UTM  15      - 5,130,238.126   683,471.021   MT  1.00001380   +1 43 22.5
 RM0681
 RM0681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0681!SPC WI N     -   0.99991534  x   0.99994804  =   0.99986339
 RM0681!UTM  15      -   0.99991534  x   1.00001380  =   0.99992914
 RM0681
 RM0681|---------------------------------------------------------------------|
 RM0681| PID    Reference Object                     Distance      Geod. Az  |
 RM0681|                                                           dddmmss.s |
 RM0681| CJ3310 MELLEN RM 1                          24.739 METERS 12023     |
 RM0681| RM0682 MELLEN LOOKOUT TOWER                 14.769 METERS 13938     |
 RM0681| RM0683 MELLEN TOWER D                       11.346 METERS 17339     |
 RM0681| CJ3311 MELLEN RM 2                          22.563 METERS 23602     |
 RM0681| RM0702 MARENGO LOOKOUT TOWER               APPROX.16.4 KM 2970854.7 |
 RM0681| CJ3309 MELLEN AZ MK                                       3424322.3 |
 RM0681|---------------------------------------------------------------------|
 RM0681
 RM0681                          SUPERSEDED SURVEY CONTROL
 RM0681
 RM0681  NAD 83(1986)-  46 18 03.20641(N)    090 37 03.30146(W) AD(       ) 1
 RM0681  NAD 27      -  46 18 03.38300(N)    090 37 02.63700(W) AD(       ) 1
 RM0681  NGVD 29 (07/19/86)  570.6    (m)         1872.     (f) VERT ANG       
 RM0681
 RM0681.Superseded values are not recommended for survey control.
 RM0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0681.See file dsdata.txt to determine how the superseded data were derived.
 RM0681
 RM0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM8347130238(NAD 83)
 RM0681_MARKER: DS = TRIANGULATION STATION DISK
 RM0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0681
 RM0681  HISTORY     - Date     Condition        Report By
 RM0681  HISTORY     - 1939     MONUMENTED       CGS
 RM0681  HISTORY     - 1952     GOOD             CGS
 RM0681  HISTORY     - 1974     GOOD             NGS
 RM0681
 RM0681                          STATION DESCRIPTION
 RM0681
 RM0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 RM0681'TWO MILES EAST AND 1-1/4 MILES SOUTH OF MELLEN, 1 MILE NORTHWEST OF
 RM0681'LAKE GALILEE, IN THE SOUTHEAST QUARTER OF SEC. 9, T. 44 N.,
 RM0681'R. 2 W, ON THE HIGHEST KNOB OF A RIDGE ON WHICH IS LOCATED THE
 RM0681'WISCONSIN STATE LOOKOUT TOWER MELLEN, ON LAND OWNED BY THE STATE
 RM0681'OF WISCONSIN.  THE MARK IS SET 29 FEET NORTH OF THE NORTHWEST LEG
 RM0681'OF THE LOOKOUT TOWER, PROJECTS 6 INCHES ABOVE THE GROUND AND IS
 RM0681'STAMPED MELLEN 1939.
 RM0681'
 RM0681'TO REACH FROM THE RANGER STATION IN MELLEN GO EAST ON STATE
 RM0681'HIGHWAY 77 FOR 0.2 MILE, THEN TAKE A GRAVEL ROAD TO THE RIGHT,
 RM0681'OFF THE STATE HIGHWAY 77 AND GO 0.35 MILE, TURN LEFT (EAST) AND
 RM0681'GO 0.05 MILE, THEN TURN RIGHT AT A CROSS STREET AND GO SOUTH FOR
 RM0681'1.3 MILES, TURN LEFT AT A T-ROAD, CROSS BRIDGE, AND GO 0.15
 RM0681'MILE, PASS THROUGH AN IRON RAIL GATE (GET KEY TO THE GATE AT THE
 RM0681'RANGER STATION IN MELLEN) AND CONTINUE UP HILL FOR 0.6 MILE TO
 RM0681'AN ABANDONED MINE, TAKE THE RIGHT FORK AND GO 0.35 MILE TO THE
 RM0681'TOP OF THE HILL, LOOKOUT TOWER AND STATION.
 RM0681'
 RM0681'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RM0681'BRONZE DISKS SET IN CONCRETE.
 RM0681'ALL MARKS ARE WITNESSED BY 4- BY 4-
 RM0681'INCH WHITE WOODEN POSTS WHICH PROJECT 2-1/2 FEET ABOVE THE
 RM0681'GROUND.
 RM0681'
 RM0681'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF THE STATION AND
 RM0681'8-1/2 FEET SOUTHWEST OF A 10-INCH ELM TREE, PROJECTS 6 INCHES
 RM0681'ABOVE THE GROUND AND IS STAMPED MELLEN NO 1 1939.
 RM0681'
 RM0681'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION AT THE WEST
 RM0681'EDGE OF THE LOOKOUT TOWER CLEARING, PROJECTS 6 INCHES ABOVE THE
 RM0681'GROUND AND IS STAMPD MELLEN NO 2 1939.
 RM0681'
 RM0681'AZIMUTH MARK IS NORTH-NORTHWEST OF THE STATION, 18 FEET EAST
 RM0681'OF THE CENTER OF THE ROAD, PROJECTS 6 INCHES ABOVE THE GROUND
 RM0681'AND IS STAMPED MELLEN 1939.
 RM0681'
 RM0681'TO REACH THE AZIMUTH MARK FORM THE RANGER STATION IN MELLEN,
 RM0681'GO EAST ON STATE HIGHWAY 77 FOR 1.35 MILES, THEN TURN RIGHT ON A
 RM0681'GRAVEL ROAD AND GO 0.5 MILE TO THE MARK ON THE LEFT (EAST) SIDE
 RM0681'OF THE ROAD.
 RM0681'
 RM0681'MELLEN TOWER D 1934 (U.S.G.S.) IS SOUTH-SOUTHEAST
 RM0681'OF THE STATION SET IN THE CENTER OF THE BASE OF THE LOOKOUT
 RM0681'TOWER.
 RM0681'
 RM0681'A 64-FOOT TOWER IS NEEDED TO CLEAR ALL LINES.
 RM0681'
 RM0681'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 RM0681
 RM0681                          STATION RECOVERY (1952)
 RM0681
 RM0681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LFW)
 RM0681'THE STATION IS LOCATED ABOUT 2 MILES EAST AND 1.25 MILES SOUTH OF
 RM0681'MELLEN, 1.0 MILE NORTHWEST OF LAKE GALILEE, ON THE HIGHEST KNOB OF
 RM0681'A RIDGE UPON WHICH IS LOCATED THE WISCONSIN STATE LOOKOUT TOWER
 RM0681'MELLEN AND ON LAND OWNED BY THE STATE OF WISCONSIN.
 RM0681'
 RM0681'TO REACH THE STATION FROM THE RANGER STATION IN MELLEN GO EAST AND
 RM0681'SOUTH ON STATE HIGHWAY 77 FOR 0.2 MILES TO A T INTERSECTION WHERE
 RM0681'HIGHWAY 77 TURNS LEFT ACROSS RAILROAD TRACKS, HERE, GO SOUTH OFF
 RM0681'OF HIGHWAY 77 ON ASPHALT ROAD FOR 0.25 MILES TO A CROSS STREET,
 RM0681'TURN LEFT AND FOLLOW MAIN ASPHALT ROAD 1.25 MILES TO A DIRT ROAD
 RM0681'ON LEFT, TURN LEFT, EAST AND GO 0.25 MILE TO AN IRON RAIL GATE,
 RM0681'(KEY MAY BE OBTAINED AT RANGER STATION IN MELLEN) CONTINUE
 RM0681'UPHILL PASSING AN ABANDONED MINE FOR 1.0 MILE TO THE TOP OF THE
 RM0681'HILL AND THE STATION SITE.
 RM0681'
 RM0681'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 RM0681'PROJECTING 6 INCHES.  IT IS IN THE NORTHWEST CORNER OF AN OPEN
 RM0681'AREA, 34.5 FEET NORTH OF THE NORTHWEST LEG OF THE LOOKOUT TOWER,
 RM0681'3 FEET SOUTH OF A WITNESS POST AND IS STAMPED MELLEN 1939.
 RM0681'
 RM0681'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RM0681'POST PROJECTING 4 INCHES.  IT IS 28.6 FEET EAST OF THE SOUTHEAST
 RM0681'LEG OF THE LOOKOUT TOWER, 26 FEET WEST OF AN OUTHOUSE AND IT IS
 RM0681'STAMPED MELLEN NO 1 1939.
 RM0681'
 RM0681'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RM0681'POST PROJECTING 5 INCHES.  IT IS 4 FEET NORTHWEST OF THE SOUTHWEST
 RM0681'CORNER OF A SHED, 2 FEET EAST OF A WITNESS POST.  NO MEASUREMENTS
 RM0681'WERE MADE TO THIS MARK DUE TO SHED BEING BUILT DIRECTLY ON LINE.
 RM0681'IT IS STAMPED MELLEN NO 2 1939.
 RM0681'
 RM0681'REFERENCE MARK NO. 3 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RM0681'POST PROJECTING 6 INCHES.  IT IS LOCATED IN THE CENTER OF THE
 RM0681'BASE OF THE LOOKOUT TOWER AND IT IS STAMPED MELLEN NO 3 1939.
 RM0681'
 RM0681'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 RM0681'PROJECTING 10 INCHES.  IT IS 18 FEET EAST OF THE CENTERLINE OF A
 RM0681'GRAVEL ROAD, 3 FEET NORTHWEST OF A WITNESS POST AND IT IS STAMPED
 RM0681'MELLEN 1939.
 RM0681'
 RM0681'TO REACH THE AZIMUTH MARK FROM THE RANGER STATION IN MELLEN, GO
 RM0681'EAST ON STATE HIGHWAY FOR 1.35 MILES TO A GRAVEL ROAD RIGHT,
 RM0681'TURN RIGHT ON GRAVEL ROAD, GO 0.5 MILE TO THE SUMMIT AND MARK ON
 RM0681'LEFT AS DESCRIBED.
 RM0681
 RM0681                          STATION RECOVERY (1974)
 RM0681
 RM0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JLC)
 RM0681'THE STATION MARK, REFERENCE MARKS 2 AND 3, AND THE AZIMUTH MARK WERE
 RM0681'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 WAS RECOVERED AND
 RM0681'FOUND LEANING TO THE WEST.  A DIFFERENCE OF 0.154 METER SHORTER
 RM0681'IN DISTANCE AND 3 MINUTES 30 SECONDS GREATER IN DIRECTION TO
 RM0681'REFERENCE MARK 1 WAS NOTED AND VERIFIED.  THE DISTANCE AND
 RM0681'DIRECTION TO REFERENCE MARKS 2 AND 3, AND THE AZIMUTH MARK
 RM0681'COMPARED FAVORABLY WITH 1939 AND 1952 OBSERVATIONS.  A COMPLETE
 RM0681'NEW DESCRIPTION FOLLOWS.
 RM0681'
 RM0681'THE STATION IS ABOUT 2-1/2 MILES SOUTHEAST OF MELLEN AND NEAR THE
 RM0681'MELLEN LOOKOUT TOWER.  PERMISSION OBTAINED FROM MR. BILL WOOD,
 RM0681'DIVISION OF NATURAL RESOURCES, BOX 220, PARK FALLS, WISCONSIN,
 RM0681'PHONE 762-3204.
 RM0681'
 RM0681'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 77
 RM0681'AND 13 AT THE SOUTH EDGE OF MELLEN AND JUST SOUTHWEST OF A
 RM0681'SCHOOL, GO EASTERLY ON STATE HIGHWAY 77 FOR 0.3 MILE TO WHERE THE
 RM0681'HIGHWAY TURNS LEFT AT RAILROAD TRACKS.  CONTINUE SOUTH ON PAVED
 RM0681'ROAD FOR 0.25 MILE TO A CROSS ROAD.  TURN LEFT AND FOLLOW PAVED
 RM0681'ROAD FOR 1.25 MILES TO A DIRT ROAD ON THE LEFT.  TURN LEFT AND
 RM0681'GO EAST ON THE DIRT ROAD FOR 0.25 MILE TO AN IRON RAIL GATE.
 RM0681'(KEY MAY BE OBTAINED AT THE RANGER STATION IN MELLEN.) PASS
 RM0681'THROUGH GATE AND CONTINUE EAST UPHILL FOR 1.0 MILE TO THE TOP
 RM0681'OF THE HILL AND THE STATION NEAR THE LOOKOUT TOWER.
 RM0681'
 RM0681'THE STATION MARKS ARE STANDARD DISKS STAMPED MELLEN 1939, WITH THE
 RM0681'SURFACE DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 RM0681'PROJECTING 6 INHCES ABOVE THE GROUND SURFACE.  IT IS 35.5 FEET
 RM0681'NORTHWEST OF THE NORTHWEST LEG OF THE LOOKOUT TOWER AND 4 FEET
 RM0681'SOUTH OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN
 RM0681'THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 RM0681'GROUND SURFACE.
 RM0681'
 RM0681'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MELLEN NO 1 1939, SET
 RM0681'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 4
 RM0681'INCHES ABOVE THE GROUND SURFACE.  IT IS 39 FEET SOUTHEAST OF THE
 RM0681'METAL WITNESS POST AND 29 FEET WEST OF THE SOUTHWEST LEG OF THE
 RM0681'LOOKOUT TOWER.
 RM0681'
 RM0681'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MELLEN NO 2 1939, SET
 RM0681'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 6
 RM0681'INCHES ABOVE THE GROUND SURFACE.  IT IS 2.5 FEET EAST OF A 4
 RM0681'BY 4-INCH WOODEN WITNESS POST.
 RM0681'
 RM0681'MELLEN LOT MELLEN RM 3 1952 IS A STANDARD REFERENCE MARK DISK
 RM0681'STAMPED MELLEN NO 3 1939, SET IN THE TOP OF A 12-INCH SQUARE
 RM0681'CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE THE GROUND SURFACE.
 RM0681'IT IS 48.4 FEET SOUTHEAST OF THE METAL WITNESS POST, 11 FEET
 RM0681'NORTH OF THE LADDER OF THE LOOKOUT TOWER AND IN THE CENTER OF THE
 RM0681'BASE OF THE LOOKOUT TOWER.
 RM0681'
 RM0681'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MELLEN 1939, SET IN
 RM0681'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 10
 RM0681'INCHES ABOVE THE GROUND SURFACE.  IT IS 18 FEET EAST OF THE CENTER
 RM0681'OF A BLADED DIRT ROAD, 3 FEET NORTH OF A METAL WITNESS POST AND
 RM0681'2 FEET WEST OF A 4 BY 4-INCH WOODEN WITNESS POST.
 RM0681'
 RM0681'TO REACH THE AZIMUTH MARK FROM THE RANGER STATION IN MELLEN, GO
 RM0681'EAST ON STATE HIGHWAY 77 FOR 1.35 MILES TO A GRAVELED ROAD ON
 RM0681'THE RIGHT.  TURN RIGHT AND GO SOUTH ON THE GRAVELED ROAD FOR
 RM0681'0.5 MILE TO THE MARK ON THE LEFT.
 RM0681'
 RM0681'HEIGHT OF LIGHT ABOVE STATION MARK 72.5 FEET.
 RM0681'
 RM0681'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 RM0681'SOUTHEAST OF MELLEN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0682 ***********************************************************************
 RM0682  DESIGNATION -  MELLEN LOOKOUT TOWER
 RM0682  PID         -  RM0682
 RM0682  STATE/COUNTY-  WI/ASHLAND
 RM0682  USGS QUAD   -  MT WHITTLESEY (1967)
 RM0682
 RM0682                         *CURRENT SURVEY CONTROL
 RM0682  ___________________________________________________________________
 RM0682* NAD 83(1991)-  46 18 02.84806(N)    090 37 02.86083(W)     ADJUSTED  
 RM0682* NAVD 88     -       570.     (meters)    1870.     (feet)  SCALED    
 RM0682  ___________________________________________________________________
 RM0682  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 RM0682  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 RM0682
 RM0682  HORZ ORDER  -  SECOND
 RM0682
 RM0682.The horizontal coordinates were established by classical geodetic methods
 RM0682.and adjusted by the National Geodetic Survey in November 1991..
 RM0682
 RM0682.The orthometric height was scaled from a topographic map.
 RM0682
 RM0682.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0682
 RM0682.The geoid height was determined by GEOID03.
 RM0682
 RM0682;                    North         East     Units Scale Factor Converg.
 RM0682;SPC WI N     -   126,237.167   552,432.201   MT  0.99994803   -0 26 43.5
 RM0682;SPC WI N     -   414,163.11  1,812,437.98   sFT  0.99994803   -0 26 43.5
 RM0682;UTM  15      - 5,130,227.166   683,480.920   MT  1.00001385   +1 43 22.8
 RM0682
 RM0682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0682!SPC WI N     -   0.99991544  x   0.99994803  =   0.99986347
 RM0682!UTM  15      -   0.99991544  x   1.00001385  =   0.99992929
 RM0682
 RM0682                          SUPERSEDED SURVEY CONTROL
 RM0682
 RM0682  NAD 83(1986)-  46 18 02.84199(N)    090 37 02.85448(W) AD(       ) 2
 RM0682  NAD 27      -  46 18 03.01800(N)    090 37 02.18900(W) AD(       ) 2
 RM0682
 RM0682.Superseded values are not recommended for survey control.
 RM0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0682.See file dsdata.txt to determine how the superseded data were derived.
 RM0682
 RM0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM8348130227(NAD 83)
 RM0682_MARKER: 57 = LOOKOUT TOWER
 RM0682
 RM0682  HISTORY     - Date     Condition        Report By
 RM0682  HISTORY     - 1952     FIRST OBSERVED   CGS
 RM0682  HISTORY     - 1974     GOOD             NGS
 RM0682  HISTORY     - 20031003 GOOD             USPSQD
 RM0682
 RM0682                          STATION DESCRIPTION
 RM0682
 RM0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 RM0682'THE TOWER IS LOCATED ABOUT 2 MILES EAST AND 1.25 MILES SOUTH
 RM0682'OF MELLEN, 1.0 MILE NORTHWEST OF LAKE GALLILEE, ON THE HIGHEST
 RM0682'KNOB OF A RIDGE UPON LAND OWNED BY THE STATE OF WISCONSIN.
 RM0682'
 RM0682'IT IS A FOUR LEGGED STEEL STRUCTURE ABOUT 120 FEET HIGH,
 RM0682'UNPAINTED AND HAS A GLASS ENCLOSED OBSERVATION PLATFORM ON TOP.
 RM0682'IT IS A WISCONSIN STATE LOOKOUT TOWER.
 RM0682'
 RM0682'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION MELLEN
 RM0682'1959 BY BOTH DISTANCE AND DIRECTION, THE DISTANCE BEING 48.54
 RM0682'FEET (14.795 METERS).
 RM0682
 RM0682                          STATION RECOVERY (1974)
 RM0682
 RM0682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 RM0682'THE STATION WAS RECOVERED AS DESCRIBED IN 1952.
 RM0682'
 RM0682'THE DIFFERENCE OF 0.055 METER SHORTER WAS NOTED AND VERIFIED.
 RM0682'
 RM0682'THIS STATION WAS PREVIOUSLY LISTED AS MELLEN LOOKOUT TOWER 1952.
 RM0682
 RM0682                          STATION RECOVERY (2003)
 RM0682
 RM0682'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0682'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0683 ***********************************************************************
 RM0683  DESIGNATION -  MELLEN TOWER D
 RM0683  PID         -  RM0683
 RM0683  STATE/COUNTY-  WI/ASHLAND
 RM0683  USGS QUAD   -  MT WHITTLESEY (1967)
 RM0683
 RM0683                         *CURRENT SURVEY CONTROL
 RM0683  ___________________________________________________________________
 RM0683* NAD 83(1991)-  46 18 02.84726(N)    090 37 03.24918(W)     ADJUSTED  
 RM0683* NAVD 88     -       571.     (meters)    1873.     (feet)  SCALED    
 RM0683  ___________________________________________________________________
 RM0683  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 RM0683  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 RM0683
 RM0683  HORZ ORDER  -  SECOND
 RM0683
 RM0683.The horizontal coordinates were established by classical geodetic methods
 RM0683.and adjusted by the National Geodetic Survey in November 1991..
 RM0683
 RM0683.The orthometric height was scaled from a topographic map.
 RM0683
 RM0683.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0683
 RM0683.The geoid height was determined by GEOID03.
 RM0683
 RM0683;                    North         East     Units Scale Factor Converg.
 RM0683;SPC WI N     -   126,237.207   552,423.890   MT  0.99994803   -0 26 43.8
 RM0683;SPC WI N     -   414,163.24  1,812,410.71   sFT  0.99994803   -0 26 43.8
 RM0683;UTM  15      - 5,130,226.892   683,472.614   MT  1.00001381   +1 43 22.5
 RM0683
 RM0683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0683!SPC WI N     -   0.99991528  x   0.99994803  =   0.99986332
 RM0683!UTM  15      -   0.99991528  x   1.00001381  =   0.99992909
 RM0683
 RM0683                          SUPERSEDED SURVEY CONTROL
 RM0683
 RM0683  NAD 83(1986)-  46 18 02.84119(N)    090 37 03.24283(W) AD(       ) 2
 RM0683  NAD 27      -  46 18 03.01800(N)    090 37 02.57900(W) AD(       ) 2
 RM0683
 RM0683.Superseded values are not recommended for survey control.
 RM0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0683.See file dsdata.txt to determine how the superseded data were derived.
 RM0683
 RM0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM8347330227(NAD 83)
 RM0683_MARKER: DB = BENCH MARK DISK
 RM0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0683_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RM0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0683+STABILITY: SURFACE MOTION
 RM0683
 RM0683  HISTORY     - Date     Condition        Report By
 RM0683  HISTORY     - 1939     MONUMENTED       USGS
 RM0683  HISTORY     - 1952     MARK NOT FOUND   CGS
 RM0683
 RM0683                          STATION DESCRIPTION
 RM0683
 RM0683'DESCRIBED BY US GEOLOGICAL SURVEY 1939 (FBQ)
 RM0683'LOCATED 37.22 FEET (11.347 METERS) SOUTH-SOUTHEAST FROM
 RM0683'TRIANGULATION STATION MELLEN A STANDARD U.S. GEOLOGICAL SURVEY
 RM0683'BENCH MARK DISK SET IN A 6- BY 6-INCH CONCRETE POST WHICH
 RM0683'PROJECTS 2 INCHES ABOVE THE GROUND AND IS STAMPED MELLEN
 RM0683'TOWER D 1934.  THE MARK WAS SET AT THE APPROXIMATE CENTER OF
 RM0683'THE WISCONSIN STATE LOOKOUT TOWER MELLEN.  THIS LOOKOUT TOWER
 RM0683'IS TO BE TAKEN DOWN IMMEDIATELY AND A NEW LOOKOUT TOWER ERECTED
 RM0683'AT A NEW LOCATION JUST EAST OF THE PRESENT TOWER.  THE NEW
 RM0683'TOWER IS TO BE A STEEL STRUCTURE 100 FEET HIGH WITH A
 RM0683'GLASS-ENCLOSED OBSERVATION PLATFORM ON TOP.
 RM0683
 RM0683                          STATION RECOVERY (1952)
 RM0683
 RM0683'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LFW)
 RM0683'THE STATION COULD NOT BE FOUND AND THE LOOKOUT TOWER MENTIONED
 RM0683'IN THE 1939 DESCRIPTION HAS BEEN MOVED.
 RM0683'
 RM0683'A NEW LOOKOUT TOWER HAS BEEN ERECTED AT THIS SITE, REFERENCE
 RM0683'MARK NO. 3 WAS ESTABLISHED IN THE CENTER OF THE BASE OF THE
 RM0683'TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0703 ***********************************************************************
 RM0703  DESIGNATION -  MELLEN TOWER L
 RM0703  PID         -  RM0703
 RM0703  STATE/COUNTY-  WI/ASHLAND
 RM0703  USGS QUAD   -  MINERAL LAKE (1984)
 RM0703
 RM0703                         *CURRENT SURVEY CONTROL
 RM0703  ___________________________________________________________________
 RM0703* NAD 83(1991)-  46 22 04.77077(N)    090 48 26.50752(W)     ADJUSTED  
 RM0703* NAVD 88     -       427.     (meters)    1401.     (feet)  SCALED    
 RM0703  ___________________________________________________________________
 RM0703  LAPLACE CORR-          -4.68  (seconds)                    DEFLEC99
 RM0703  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 RM0703
 RM0703  HORZ ORDER  -  THIRD
 RM0703
 RM0703.The horizontal coordinates were established by classical geodetic methods
 RM0703.and adjusted by the National Geodetic Survey in November 1991..
 RM0703
 RM0703.The orthometric height was scaled from a topographic map.
 RM0703
 RM0703.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0703
 RM0703.The geoid height was determined by GEOID03.
 RM0703
 RM0703;                    North         East     Units Scale Factor Converg.
 RM0703;SPC WI N     -   133,837.515   537,878.970   MT  0.99995144   -0 34 56.7
 RM0703;SPC WI N     -   439,098.58  1,764,691.25   sFT  0.99995144   -0 34 56.7
 RM0703;UTM  15      - 5,137,271.462   668,649.980   MT  0.99994964   +1 35 14.5
 RM0703
 RM0703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0703!SPC WI N     -   0.99993788  x   0.99995144  =   0.99988932
 RM0703!UTM  15      -   0.99993788  x   0.99994964  =   0.99988752
 RM0703
 RM0703                          SUPERSEDED SURVEY CONTROL
 RM0703
 RM0703  NAD 83(1986)-  46 22 04.76546(N)    090 48 26.50221(W) AD(       ) 3
 RM0703  NAD 27      -  46 22 04.94300(N)    090 48 25.83100(W) AD(       ) 3
 RM0703
 RM0703.Superseded values are not recommended for survey control.
 RM0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0703.See file dsdata.txt to determine how the superseded data were derived.
 RM0703
 RM0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6865037271(NAD 83)
 RM0703_MARKER: DD = SURVEY DISK
 RM0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0703_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RM0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0703+STABILITY: SURFACE MOTION
 RM0703
 RM0703  HISTORY     - Date     Condition        Report By
 RM0703  HISTORY     - 1952     MONUMENTED       USGS
 RM0703
 RM0703                          STATION DESCRIPTION
 RM0703
 RM0703'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (LFW)
 RM0703'THE STATION IS LOCATED ABOUT 7-1/2 MILES NORTHWEST OF MELLEN,
 RM0703'4 MILES SOUTH OF MARENGO AND 2 MILES SOUTHWEST OF STATE HIGHWAY 13.
 RM0703'
 RM0703'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13
 RM0703'AND STATE HIGHWAY 77 IN MELLEN, GO NORTH-NORTHWEST ON STATE
 RM0703'HIGHWAY 13 FOR 6.4 MILES TO THE JUNCTION WITH COUNTY HIGHWAY
 RM0703'C, CONTINUE WEST-NORTHWEST ON STATE HIGHWAY 13 FOR 2.6 MILES
 RM0703'TO A DIAGONAL CROSSROAD, TURN SHARP LEFT AND GO SOUTH ON THE
 RM0703'GRAVEL ROAD FOR 0.7 MILE TO A CROSSROAD, TURN RIGHT AND GO WEST
 RM0703'ON THE GRAVEL ROAD FOR 0.7 MILE TO A CROSSROAD, TURN LEFT AND
 RM0703'FOLLOW THE MAIN TRAVELED GRAVEL ROAD SOUTH FOR 0.7 MILE, WEST
 RM0703'0.5 MILE AND SOUTH 0.4 MILE TO A Y, TAKE THE LEFT FORK AND
 RM0703'FOLLOW THE TRACK ROAD EAST-SOUTHEAST FOR 0.4 MILE TO THE
 RM0703'LOOKOUT TOWER AND THE STATION.
 RM0703'
 RM0703'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK,
 RM0703'STAMPED MELLEN TOWER L 1941, WHICH IS SET IN AN 8 INCH SQUARE
 RM0703'CONCRETE POST THAT PROJECTS 3 INCHES.  IT IS SET IN THE CENTER
 RM0703'OF THE BASE OF THE MELLEN LOOKOUT TOWER, WHICH IS A 4 LEGGED
 RM0703'STEEL STRUCTURE ABOUT 65 FEET HIGH WITH AN ENCLOSED CAB ON
 RM0703'THE TOP.
 RM0703'
 RM0703'OFFICE NOTE--THIS IS THE NEW MARENGO LOOKOUT TOWER SO IT
 RM0703'APPEARS THAT THE USGS MARK WAS ERRONEOUSLY STAMPED.  RECONNAISSANCE
 RM0703'REPORTS THAT THE OLD TOWER WAS BLOWN DOWN IN 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RN0268 ***********************************************************************
 RN0268  DESIGNATION -  MENADGI
 RN0268  PID         -  RN0268
 RN0268  STATE/COUNTY-  WI/DOUGLAS
 RN0268  USGS QUAD   -  SUPERIOR (1994)
 RN0268
 RN0268                         *CURRENT SURVEY CONTROL
 RN0268  ___________________________________________________________________
 RN0268* NAD 83(1991)-  46 39 49.49257(N)    092 04 57.14399(W)     ADJUSTED  
 RN0268* NAVD 88     -       199.717  (meters)     655.24   (feet)  POSTED    
 RN0268  ___________________________________________________________________
 RN0268  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 RN0268  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 RN0268  DYNAMIC HT  -         199.740 (meters)     655.31  (feet)  COMP
 RN0268  MODELED GRAV-     980,726.9   (mgal)                       NAVD 88
 RN0268
 RN0268  HORZ ORDER  -  FIRST
 RN0268  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RN0268
 RN0268.The horizontal coordinates were established by classical geodetic methods
 RN0268.and adjusted by the National Geodetic Survey in March 1999..
 RN0268
 RN0268.The orthometric height was determined by differential leveling
 RN0268.and adjusted by the National Geodetic Survey in 1992..
 RN0268.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RN0268.rate of 0.0 thru 1.0 mm/km.
 RN0268
 RN0268.The Laplace correction was computed from DEFLEC99 derived deflections.
 RN0268
 RN0268.The geoid height was determined by GEOID03.
 RN0268
 RN0268.The dynamic height is computed by dividing the NAVD 88
 RN0268.geopotential number by the normal gravity value computed on the
 RN0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0268.degrees latitude (g = 980.6199 gals.).
 RN0268
 RN0268.The modeled gravity was interpolated from observed gravity values.
 RN0268
 RN0268;                    North         East     Units Scale Factor Converg.
 RN0268;SPC WI N     -   168,486.593   440,640.400   MT  0.99998280   -1 30 08.2
 RN0268;SPC WI N     -   552,776.43  1,445,667.71   sFT  0.99998280   -1 30 08.2
 RN0268;SPC MN N     -   118,717.728   877,874.374   MT  1.00010973   +0 45 15.0
 RN0268;UTM  15      - 5,168,207.477   570,186.639   MT  0.99966055   +0 40 02.4
 RN0268
 RN0268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN0268!SPC WI N     -   0.99997310  x   0.99998280  =   0.99995590
 RN0268!SPC MN N     -   0.99997310  x   1.00010973  =   1.00008283
 RN0268!UTM  15      -   0.99997310  x   0.99966055  =   0.99963366
 RN0268
 RN0268:                Primary Azimuth Mark                     Grid Az
 RN0268:SPC WI N     -  QUESSE                                   158 31 42.4
 RN0268:SPC MN N     -  QUESSE                                   156 16 19.2
 RN0268:UTM  15      -  QUESSE                                   156 21 31.8
 RN0268
 RN0268|---------------------------------------------------------------------|
 RN0268| PID    Reference Object                     Distance      Geod. Az  |
 RN0268|                                                           dddmmss.s |
 RN0268| RN0269 QUESSE                              APPROX. 0.9 KM 1570134.2 |
 RN0268|---------------------------------------------------------------------|
 RN0268
 RN0268                          SUPERSEDED SURVEY CONTROL
 RN0268
 RN0268  NAD 83(1991)-  46 39 49.49297(N)    092 04 57.14296(W) AD(       ) 1
 RN0268  NAD 83(1986)-  46 39 49.49018(N)    092 04 57.13593(W) AD(       ) 1
 RN0268  NAD 27      -  46 39 49.70200(N)    092 04 56.46000(W) AD(       ) 1
 RN0268  NGVD 29 (??/??/92)  199.766  (m)          655.40   (f) ADJ UNCH    1 2
 RN0268
 RN0268.Superseded values are not recommended for survey control.
 RN0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0268.See file dsdata.txt to determine how the superseded data were derived.
 RN0268
 RN0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM7018768207(NAD 83)
 RN0268_MARKER: DS = TRIANGULATION STATION DISK
 RN0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0268_SP_SET: CONCRETE POST
 RN0268_STAMPING: ELEV. 655.399 FT. MENADGI 1921
 RN0268_MARK LOGO: CGS   
 RN0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0268+STABILITY: SURFACE MOTION
 RN0268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RN0268+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1988
 RN0268
 RN0268  HISTORY     - Date     Condition        Report By
 RN0268  HISTORY     - 1921     MONUMENTED       CGS
 RN0268  HISTORY     - 1922     GOOD             NGS
 RN0268  HISTORY     - 1931     GOOD             LOCENG
 RN0268  HISTORY     - 19880310 GOOD             USE
 RN0268
 RN0268                          STATION DESCRIPTION
 RN0268
 RN0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 RN0268'STATION IS LOCATED ABOUT 1-3/4 MILES N OF AMBRIDGE, WHICH IS THE
 RN0268'CROSSING OF THE SOO LINE, AND THE DULUTH AND NORTHWESTERN
 RN0268'RAILWAY, ON THE EXTENSION OF THE W RAIL FROM THE S END OF THE W
 RN0268'RAIL FROM THE N AT THE N END OF THE FIRST CURVE N OF AMBRIDGE, ON
 RN0268'THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY.  IT
 RN0268'IS ABOUT 25 METERS S OF RAILWAY TRESTLE AND ABOUT 430 METERS
 RN0268'N OF THE N END OF RAILWAY BRIDGE K455E.  IT IS 15.722 METERS
 RN0268'(51.57 FEET) W OF W RAIL OF THE ABOVE RAILWAY.
 RN0268'
 RN0268'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 RN0268'DISKS SET IN CONCRETE.
 RN0268
 RN0268                          STATION RECOVERY (1922)
 RN0268
 RN0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 RN0268'5.5 MI S FROM SUPERIOR.
 RN0268'1-3/4 MILES NORTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 RN0268'RAILROAD FROM AMBRIDGE, DOUGLAS COUNTY, 467 YARDS NORTH OF THE NORTH
 RN0268'END OF BRIDGE K 455 E OVER NEMADJI RIVER, AT THE SECOND CURVE NORTH OF
 RN0268'AMBRIDGE, 51.6 FEET WEST OF THE WEST RAIL, AND AT THE INTERSECTION OF
 RN0268'THE LINES DEFINED BY THE WEST RAIL OF THE NORTH TANGENT AND THE WEST
 RN0268'RAIL OF THE SOUTH TANGENT.  A STANDARD TRIANGULATION-STATION DISK,
 RN0268'STAMPED ELEV. 655.399 FT. MENADGI 1921 AND SET IN THE TOP OF A
 RN0268'CONCRETE POST.
 RN0268
 RN0268                          STATION RECOVERY (1931)
 RN0268
 RN0268'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1931
 RN0268'RECOVERED BY M ST. P. AND S.S.M. RY.
 RN0268'
 RN0268'STATION IS IN GOOD CONDITION.  MARK IS STAMPED MENADGI 1921.
 RN0268
 RN0268                          STATION RECOVERY (1988)
 RN0268
 RN0268'RECOVERY NOTE BY US ENGINEERS 1988
 RN0268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0853 ***********************************************************************
 RM0853  DESIGNATION -  MENAH
 RM0853  PID         -  RM0853
 RM0853  STATE/COUNTY-  WI/WASHBURN
 RM0853  USGS QUAD   -  HORSESHOE LAKE (1982)
 RM0853
 RM0853                         *CURRENT SURVEY CONTROL
 RM0853  ___________________________________________________________________
 RM0853* NAD 83(1991)-  46 00 57.91331(N)    091 57 59.72877(W)     ADJUSTED  
 RM0853* NAVD 88     -       320.     (meters)    1050.     (feet)  SCALED    
 RM0853  ___________________________________________________________________
 RM0853  LAPLACE CORR-          -8.48  (seconds)                    DEFLEC99
 RM0853  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 RM0853
 RM0853  HORZ ORDER  -  THIRD
 RM0853
 RM0853.The horizontal coordinates were established by classical geodetic methods
 RM0853.and adjusted by the National Geodetic Survey in March 1999..
 RM0853
 RM0853.The orthometric height was scaled from a topographic map.
 RM0853
 RM0853.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0853
 RM0853.The geoid height was determined by GEOID03.
 RM0853
 RM0853;                    North         East     Units Scale Factor Converg.
 RM0853;SPC WI N     -    96,293.060   447,728.854   MT  0.99994883   -1 25 07.1
 RM0853;SPC WI N     -   315,921.48  1,468,923.75   sFT  0.99994883   -1 25 07.1
 RM0853;UTM  15      - 5,096,353.987   579,995.884   MT  0.99967867   +0 44 37.0
 RM0853
 RM0853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0853!SPC WI N     -   0.99995409  x   0.99994883  =   0.99990292
 RM0853!UTM  15      -   0.99995409  x   0.99967867  =   0.99963278
 RM0853
 RM0853|---------------------------------------------------------------------|
 RM0853| PID    Reference Object                     Distance      Geod. Az  |
 RM0853|                                                           dddmmss.s |
 RM0853| CJ3316 MENAH RM 1                           19.020 METERS 11726     |
 RM0853| CJ3315 MENAH AZ MK                                        2712247.4 |
 RM0853| CJ3317 MENAH RM 2                           19.687 METERS 35629     |
 RM0853|---------------------------------------------------------------------|
 RM0853
 RM0853                          SUPERSEDED SURVEY CONTROL
 RM0853
 RM0853  NAD 83(1991)-  46 00 57.91068(N)    091 57 59.72910(W) AD(       ) 3
 RM0853  NAD 83(1986)-  46 00 57.90366(N)    091 57 59.72516(W) AD(       ) 3
 RM0853  NAD 27      -  46 00 58.10500(N)    091 57 59.07000(W) AD(       ) 3
 RM0853
 RM0853.Superseded values are not recommended for survey control.
 RM0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0853.See file dsdata.txt to determine how the superseded data were derived.
 RM0853
 RM0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL7999696354(NAD 83)
 RM0853_MARKER: DS = TRIANGULATION STATION DISK
 RM0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0853
 RM0853  HISTORY     - Date     Condition        Report By
 RM0853  HISTORY     - 1953     MONUMENTED       CGS
 RM0853
 RM0853                          STATION DESCRIPTION
 RM0853
 RM0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 RM0853'STATION IS LOCATED ABOUT 8-3/4 MILES SOUTHWEST OF MINONG AND
 RM0853'1 MILE WEST OF MONAH.  STATION IS 32 FEET SOUTH OF CENTERLINE
 RM0853'OF SAND ROAD, 22 FEET SOUTHEAST OF TELEPHONE POLE AND 5
 RM0853'FEET EAST OF WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES
 RM0853'AND THE DISK IS STAMPED MENAH 1953.
 RM0853'
 RM0853'REFERENCE MARK NO. 1 IS 20 FEET SOUTH OF THE APPROXIMATE
 RM0853'CENTER OF SAND ROAD.  THE MARK PROJECTS ABOUT 6 INCHES AND
 RM0853'THE DISK IS STAMPED MENAH NO 1 1953.
 RM0853'
 RM0853'REFERENCE MARK NO. 2 IS 28 FEET NORTH OF THE APPROXIMATE
 RM0853'CENTER OF SAND ROAD.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 RM0853'DISK IS STAMPED MENAH NO 2 1953.
 RM0853'
 RM0853'AZIMUTH MARK IS 24 FEET SOUTH OF THE APPROXIMATE CENTER OF
 RM0853'SAND ROAD, 17 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 RM0853'DRIVEWAY AND 4 FEET SOUTH OF WITNESS POST.  THE MARK PROJECTS
 RM0853'ABOUT 6 INCHES AND THE DISK IS STAMPED MENAH 1953.
 RM0853'
 RM0853'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 53 AND
 RM0853'COUNTY TRUNK K IN SPOONER GO NORTHERLY ON COUNTY ROUTE K FOR
 RM0853'16.2 MILES TO JUNCTION OF STATE ROUTE 77.  TURN LEFT AND GO
 RM0853'WEST ON STATE ROUTE 77 FOR 2.9 MILES TO JUNCTION OF COUNTY
 RM0853'ROUTE F.  TURN LEFT AND GO SOUTH ON COUNTY ROUTE F FOR 1.85
 RM0853'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST FOR 0.05
 RM0853'MILE TO TOP OF HILL AND STATION ON LEFT OR SOUTH SIDE OF ROAD
 RM0853'AS DESCRIBED.  TO REACH AZIMUTH MARK FROM STATION GO WEST
 RM0853'ON SAND ROAD FOR 0.3 MILE TO DRIVEWAY AND AZIMUTH MARK ON
 RM0853'LEFT OR SOUTH SIDE OF ROAD AS DESCRIBED.
 RM0853'
 RM0853'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0931 ***********************************************************************
 PN0931  DESIGNATION -  MENASHA BANTA PUBLISHING CO TK
 PN0931  PID         -  PN0931
 PN0931  STATE/COUNTY-  WI/WINNEBAGO
 PN0931  USGS QUAD   -  NEENAH (1992)
 PN0931
 PN0931                         *CURRENT SURVEY CONTROL
 PN0931  ___________________________________________________________________
 PN0931* NAD 83(1991)-  44 13 54.02339(N)    088 26 14.78665(W)     ADJUSTED  
 PN0931* NAVD 88     -                                                        
 PN0931  ___________________________________________________________________
 PN0931  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 PN0931  GEOID HEIGHT-         -36.28  (meters)                     GEOID03
 PN0931
 PN0931  HORZ ORDER  -  THIRD
 PN0931
 PN0931.The horizontal coordinates were established by classical geodetic methods
 PN0931.and adjusted by the National Geodetic Survey in November 1991..
 PN0931
 PN0931
 PN0931.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0931
 PN0931.The geoid height was determined by GEOID03.
 PN0931
 PN0931;                    North         East     Units Scale Factor Converg.
 PN0931;SPC WI S     -   249,099.272   724,835.635   MT  1.00003770   +1 04 25.1
 PN0931;SPC WI S     -   817,253.19  2,378,064.91   sFT  1.00003770   +1 04 25.1
 PN0931;SPC WI C     -    45,463.964   724,830.969   MT  1.00000352   +1 06 09.0
 PN0931;SPC WI C     -   149,159.69  2,378,049.60   sFT  1.00000352   +1 06 09.0
 PN0931;UTM  16      - 4,898,609.396   385,203.509   MT  0.99976207   -1 00 10.1
 PN0931
 PN0931                          SUPERSEDED SURVEY CONTROL
 PN0931
 PN0931  NAD 83(1986)-  44 13 54.01863(N)    088 26 14.78469(W) AD(       ) 4
 PN0931  NAD 27      -  44 13 54.06600(N)    088 26 14.39300(W) AD(       ) 3
 PN0931
 PN0931.Superseded values are not recommended for survey control.
 PN0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0931.See file dsdata.txt to determine how the superseded data were derived.
 PN0931
 PN0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8520498609(NAD 83)
 PN0931
 PN0931  HISTORY     - Date     Condition        Report By
 PN0931  HISTORY     - 1954     MONUMENTED       CGS
 PN0931  HISTORY     - 19950429 MARK NOT FOUND   USPSQD
 PN0931  HISTORY     - 20031212 MARK NOT FOUND   USPSQD
 PN0931
 PN0931                          STATION DESCRIPTION
 PN0931
 PN0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 PN0931'THE STATION IS LOCATED ABOUT 0.4 MILE NORTHEAST OF MENASHA.
 PN0931'IT IS ABOUT 135 FEET HIGH, 4 LEGGED, OF STEEL CONSTRUCTION AND
 PN0931'IS PAINTED SILVER.  THE POINT INTERSECTED WAS THE BALL ON TOP OF
 PN0931'THE ROOF.
 PN0931'
 PN0931'TO REACH THE STATION FROM RACINE AND NINTH STREETS IN MENASHA,
 PN0931'GO NORTH ON A PAVED ROAD FOR 0.2 MILE TO COUNTY ROUTE AP, TURN
 PN0931'RIGHT AND GO EAST FOR 0.3 MILE TO THE STATION ON THE LEFT.
 PN0931
 PN0931                          STATION RECOVERY (1995)
 PN0931
 PN0931'RECOVERY NOTE BY US POWER SQUADRON 1995
 PN0931'MARK NOT FOUND.
 PN0931
 PN0931                          STATION RECOVERY (2003)
 PN0931
 PN0931'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0931'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7578 ***********************************************************************
 DE7578  DESIGNATION -  MENASHA GPS
 DE7578  PID         -  DE7578
 DE7578  STATE/COUNTY-  WI/WINNEBAGO
 DE7578  USGS QUAD   -  NEENAH (1992)
 DE7578
 DE7578                         *CURRENT SURVEY CONTROL
 DE7578  ___________________________________________________________________
 DE7578* NAD 83(1997)-  44 12 31.53384(N)    088 25 39.34566(W)     ADJUSTED  
 DE7578* NAVD 88     -       228.259  (meters)     748.88   (feet)  ADJUSTED  
 DE7578  ___________________________________________________________________
 DE7578  X           -     125,661.496 (meters)                     COMP
 DE7578  Y           -  -4,577,745.793 (meters)                     COMP
 DE7578  Z           -   4,424,881.997 (meters)                     COMP
 DE7578  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 DE7578  ELLIP HEIGHT-         191.98  (meters)          (06/11/03) GPS OBS
 DE7578  GEOID HEIGHT-         -36.28  (meters)                     GEOID03
 DE7578  DYNAMIC HT  -         228.220 (meters)     748.75  (feet)  COMP
 DE7578  MODELED GRAV-     980,439.7   (mgal)                       NAVD 88
 DE7578
 DE7578  HORZ ORDER  -  FIRST
 DE7578  VERT ORDER  -  SECOND    CLASS I
 DE7578  ELLP ORDER  -  THIRD     CLASS I
 DE7578
 DE7578.The horizontal coordinates were established by GPS observations
 DE7578.and adjusted by the National Geodetic Survey in June 2003..
 DE7578
 DE7578.The orthometric height was determined by differential leveling
 DE7578.and adjusted by the National Geodetic Survey in May 2003..
 DE7578
 DE7578.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7578
 DE7578.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7578
 DE7578.The ellipsoidal height was determined by GPS observations
 DE7578.and is referenced to NAD 83.
 DE7578
 DE7578.The geoid height was determined by GEOID03.
 DE7578
 DE7578.The dynamic height is computed by dividing the NAVD 88
 DE7578.geopotential number by the normal gravity value computed on the
 DE7578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7578.degrees latitude (g = 980.6199 gals.).
 DE7578
 DE7578.The modeled gravity was interpolated from observed gravity values.
 DE7578
 DE7578;                    North         East     Units Scale Factor Converg.
 DE7578;SPC WI S     -   246,568.322   725,670.064   MT  1.00003197   +1 04 49.5
 DE7578;SPC WI S     -   808,949.57  2,380,802.53   sFT  1.00003197   +1 04 49.5
 DE7578;UTM  16      - 4,896,050.579   385,945.494   MT  0.99975998   -0 59 43.9
 DE7578
 DE7578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7578!SPC WI S     -   0.99996990  x   1.00003197  =   1.00000187
 DE7578!UTM  16      -   0.99996990  x   0.99975998  =   0.99972989
 DE7578
 DE7578                          SUPERSEDED SURVEY CONTROL
 DE7578
 DE7578  NAVD 88 (06/11/03)  228.26   (m)          748.9    (f) LEVELING    3  
 DE7578
 DE7578.Superseded values are not recommended for survey control.
 DE7578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7578.See file dsdata.txt to determine how the superseded data were derived.
 DE7578
 DE7578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8594596051(NAD 83)
 DE7578_MARKER: DD = SURVEY DISK
 DE7578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7578_STAMPING: MENASHA GPS 2001
 DE7578_MARK LOGO: WIDT  
 DE7578_PROJECTION: FLUSH
 DE7578_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7578+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2005
 DE7578
 DE7578  HISTORY     - Date     Condition        Report By
 DE7578  HISTORY     - 2000     MONUMENTED       WIDT
 DE7578  HISTORY     - 20031212 GOOD             USPSQD
 DE7578  HISTORY     - 20050421 GOOD             JCLS
 DE7578  HISTORY     - 20050706 GOOD             WIDT
 DE7578
 DE7578                          STATION DESCRIPTION
 DE7578
 DE7578'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7578'THE STATION IS LOCATED ABOUT 55 KM NORTH OF FOND DU LAC, 18 KM
 DE7578'NORTH-NORTHEAST OF OSHKOSH AND 7 KM SOUTH-SOUTHWEST OF APPLETON.
 DE7578'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION. TO REACH THE
 DE7578'STATION FROM THE WESTERNMOST JUNCTION OF US HIGHWAY 10 WITH STATE
 DE7578'HIGHWAY 114 WITH WAVERLY BEACH ROAD IN THE CITY OF MENASHA, GO WEST
 DE7578'ON STATE HIGHWAY 114 FOR 1.9 KM TO THE STATION ON THE RIGHT. THE
 DE7578'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DE7578'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER POST
 DE7578'SET TO A DEPTH OF 2.4 M AND ABOUT 0.3 M BELOW THE HIGHWAY PAVEMENT.
 DE7578'THE STATION IS 9.0 M NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY
 DE7578'114, 68.4 M SOUTHWEST OF A FIRE HYDRANT, 39.7 M SOUTHEAST OF THE
 DE7578'SOUTHEAST CORNER OF A WOODEN FENCE AND 0.8 M SOUTHEAST OF A WHITE
 DE7578'PLASTIC WITNESS POST. ---NOTE---THIS STATION HAS NO VISIBLE
 DE7578'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DE7578
 DE7578                          STATION RECOVERY (2003)
 DE7578
 DE7578'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7578'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1 M EAST, 1 M WEST,
 DE7578'AND 1 M SOUTH OF THREE ORANGE PLASTIC 4X4 GUARD POSTS.
 DE7578
 DE7578                          STATION RECOVERY (2005)
 DE7578
 DE7578'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 DE7578'RECOVERED IN GOOD CONDITION.
 DE7578
 DE7578                          STATION RECOVERY (2005)
 DE7578
 DE7578'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7578'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS ABOUT 7.0 M
 DE7578'SOUTHEAST OF A 3 M TALL EVERGREEN TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7570 ***********************************************************************
 DE7570  DESIGNATION -  MENASHA N GPS
 DE7570  PID         -  DE7570
 DE7570  STATE/COUNTY-  WI/WINNEBAGO
 DE7570  USGS QUAD   -  NEENAH (1992)
 DE7570
 DE7570                         *CURRENT SURVEY CONTROL
 DE7570  ___________________________________________________________________
 DE7570* NAD 83(1997)-  44 14 35.56649(N)    088 27 47.30579(W)     ADJUSTED  
 DE7570* NAVD 88     -       231.227  (meters)     758.62   (feet)  ADJUSTED  
 DE7570  ___________________________________________________________________
 DE7570  X           -     122,750.022 (meters)                     COMP
 DE7570  Y           -  -4,575,155.633 (meters)                     COMP
 DE7570  Z           -   4,427,627.533 (meters)                     COMP
 DE7570  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 DE7570  ELLIP HEIGHT-         194.95  (meters)          (06/11/03) GPS OBS
 DE7570  GEOID HEIGHT-         -36.30  (meters)                     GEOID03
 DE7570  DYNAMIC HT  -         231.188 (meters)     758.49  (feet)  COMP
 DE7570  MODELED GRAV-     980,443.6   (mgal)                       NAVD 88
 DE7570
 DE7570  HORZ ORDER  -  FIRST
 DE7570  VERT ORDER  -  SECOND    CLASS I
 DE7570  ELLP ORDER  -  THIRD     CLASS I
 DE7570
 DE7570.The horizontal coordinates were established by GPS observations
 DE7570.and adjusted by the National Geodetic Survey in June 2003..
 DE7570
 DE7570.The orthometric height was determined by differential leveling
 DE7570.and adjusted by the National Geodetic Survey in May 2003..
 DE7570
 DE7570.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7570
 DE7570.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7570
 DE7570.The ellipsoidal height was determined by GPS observations
 DE7570.and is referenced to NAD 83.
 DE7570
 DE7570.The geoid height was determined by GEOID03.
 DE7570
 DE7570.The dynamic height is computed by dividing the NAVD 88
 DE7570.geopotential number by the normal gravity value computed on the
 DE7570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7570.degrees latitude (g = 980.6199 gals.).
 DE7570
 DE7570.The modeled gravity was interpolated from observed gravity values.
 DE7570
 DE7570;                    North         East     Units Scale Factor Converg.
 DE7570;SPC WI S     -   250,343.208   722,759.038   MT  1.00004065   +1 03 21.5
 DE7570;SPC WI S     -   821,334.34  2,371,251.94   sFT  1.00004065   +1 03 21.5
 DE7570;UTM  16      - 4,899,927.404   383,173.909   MT  0.99976785   -1 01 15.4
 DE7570
 DE7570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7570!SPC WI S     -   0.99996943  x   1.00004065  =   1.00001008
 DE7570!UTM  16      -   0.99996943  x   0.99976785  =   0.99973729
 DE7570
 DE7570                          SUPERSEDED SURVEY CONTROL
 DE7570
 DE7570  NAVD 88 (06/11/03)  231.23   (m)          758.6    (f) LEVELING    3  
 DE7570
 DE7570.Superseded values are not recommended for survey control.
 DE7570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7570.See file dsdata.txt to determine how the superseded data were derived.
 DE7570
 DE7570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8317499927(NAD 83)
 DE7570_MARKER: DD = SURVEY DISK
 DE7570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7570_STAMPING: MENASHA N GPS 2001
 DE7570_MARK LOGO: WIDT  
 DE7570_PROJECTION: FLUSH
 DE7570_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7570+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2005
 DE7570
 DE7570  HISTORY     - Date     Condition        Report By
 DE7570  HISTORY     - 2000     MONUMENTED       WIDT
 DE7570  HISTORY     - 20031214 GOOD             USPSQD
 DE7570  HISTORY     - 20050706 GOOD             WIDT
 DE7570
 DE7570                          STATION DESCRIPTION
 DE7570
 DE7570'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7570'THE STATION IS LOCATED ABOUT 6 KM NORTH OF NEENAH AND 5 KM SOUTHWEST
 DE7570'OF APPLETON. OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO
 DE7570'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH COUNTY
 DE7570'HIGHWAY BB (PROSPECT AVENUE) ABOUT 3 KM SOUTH OF THE CITY APPLETON,
 DE7570'GO EAST ON COUNTY HIGHWAY BB (PROSPECT AVENUE) FOR 0.1 KM TO THE
 DE7570'STATION ON THE RIGHT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7570'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7570'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 2 M
 DE7570'ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 20.9 M SOUTHEAST OF THE
 DE7570'CENTERLINE OF THE US HIGHWAY 41 OFF-RAMP TO HIGHWAY BB (PROSPECT
 DE7570'AVENUE), 38.7 M SOUTH OF A WOOD POST FOR --YIELD-- SIGN, 37.7 M EAST
 DE7570'OF A WOOD POST FOR --WRONG WAY-- SIGN, 12.1 M NORTHWEST OF A CHAIN
 DE7570'LINK FENCE, AND 1.0 M NORTHWEST OF A WHITE PLASTIC WITNESS POST.
 DE7570'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7570'THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR A TREE TO THE EAST
 DE7570'EXTENDING TO 23 DEGREES ABOVE THE HORIZON, A TREE TO THE WEST
 DE7570'EXTENDING TO 20 DEGREES ABOVE THE HORIZON AND TREES TO THE
 DE7570'SOUTH-SOUTHWEST EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
 DE7570
 DE7570                          STATION RECOVERY (2003)
 DE7570
 DE7570'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7570'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS SURROUNDED BY
 DE7570'THREE 4X4 ORANGE PLASTIC GUARD POSTS.
 DE7570
 DE7570                          STATION RECOVERY (2005)
 DE7570
 DE7570'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7570'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1062 ***********************************************************************
 OM1062  DESIGNATION -  MENDOTA LAKE V SANATORIUM TK
 OM1062  PID         -  OM1062
 OM1062  STATE/COUNTY-  WI/DANE
 OM1062  USGS QUAD   -  DE FOREST (1983)
 OM1062
 OM1062                         *CURRENT SURVEY CONTROL
 OM1062  ___________________________________________________________________
 OM1062* NAD 83(1991)-  43 08 19.29176(N)    089 22 24.99887(W)     ADJUSTED  
 OM1062* NAVD 88     -       308.     (meters)    1010.     (feet)  SCALED    
 OM1062  ___________________________________________________________________
 OM1062  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 OM1062  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 OM1062
 OM1062  HORZ ORDER  -  THIRD
 OM1062
 OM1062.The horizontal coordinates were established by classical geodetic methods
 OM1062.and adjusted by the National Geodetic Survey in November 1991..
 OM1062
 OM1062.The orthometric height was scaled from a topographic map.
 OM1062
 OM1062.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1062
 OM1062.The geoid height was determined by GEOID03.
 OM1062
 OM1062;                    North         East     Units Scale Factor Converg.
 OM1062;SPC WI S     -   126,689.016   650,957.968   MT  0.99994299   +0 25 49.4
 OM1062;SPC WI S     -   415,645.55  2,135,684.60   sFT  0.99994299   +0 25 49.4
 OM1062;UTM  16      - 4,778,951.368   306,962.935   MT  1.00005842   -1 37 24.6
 OM1062
 OM1062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1062!SPC WI S     -   0.99995711  x   0.99994299  =   0.99990010
 OM1062!UTM  16      -   0.99995711  x   1.00005842  =   1.00001553
 OM1062
 OM1062                          SUPERSEDED SURVEY CONTROL
 OM1062
 OM1062  NAD 83(1986)-  43 08 19.28280(N)    089 22 25.00061(W) AD(       ) 4
 OM1062  NAD 27      -  43 08 19.29900(N)    089 22 24.57400(W) AD(       ) 3
 OM1062
 OM1062.Superseded values are not recommended for survey control.
 OM1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1062.See file dsdata.txt to determine how the superseded data were derived.
 OM1062
 OM1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0696378951(NAD 83)
 OM1062_MARKER: 53 = ELEVATED TANK
 OM1062_SETTING: 0 = UNSPECIFIED SETTING
 OM1062_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM1062+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2004
 OM1062
 OM1062  HISTORY     - Date     Condition        Report By
 OM1062  HISTORY     - 1958     FIRST OBSERVED   CGS
 OM1062  HISTORY     - 1962     GOOD             CGS
 OM1062  HISTORY     - 1971     GOOD             NGS
 OM1062  HISTORY     - 1975     GOOD             NGS
 OM1062  HISTORY     - 1978     GOOD             NGS
 OM1062  HISTORY     - 1988     GOOD             USPSQD
 OM1062  HISTORY     - 19970208 GOOD             USPSQD
 OM1062  HISTORY     - 20021227 GOOD             USPSQD
 OM1062  HISTORY     - 20040822 GOOD             GEOCAC
 OM1062
 OM1062                          STATION DESCRIPTION
 OM1062
 OM1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1062'THE STATION IS THE CENTER OF THE TOP OF THE TANK LOCATED
 OM1062'JUST NORTH OF THE SANATORIUM BUILDING.  IT IS A FOUR LEGGED
 OM1062'STEEL STRUCTURE PAINTED SILVER AND THE OVERALL HEIGHT IS
 OM1062'125 FEET.
 OM1062'
 OM1062'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 OM1062'LAKE VIEW AND THE DISTANCE IS 162.4 FEET.
 OM1062
 OM1062                          STATION RECOVERY (1962)
 OM1062
 OM1062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RCY)
 OM1062'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION
 OM1062'AS DESCRIBED.
 OM1062
 OM1062                          STATION RECOVERY (1971)
 OM1062
 OM1062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DLV)
 OM1062'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 OM1062'
 OM1062'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ON EAST
 OM1062'EDGE OF THE MENDOTA, LAKE VIEW SANATORIUM
 OM1062
 OM1062                          STATION RECOVERY (1975)
 OM1062
 OM1062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JWB)
 OM1062'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  AN ANTENNA
 OM1062'HAS BEEN ERRECTED ON THE TOP OF THE TANK.
 OM1062
 OM1062                          STATION RECOVERY (1978)
 OM1062
 OM1062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (PDC)
 OM1062'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 OM1062'
 OM1062'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES NW
 OM1062'OF MADISON.
 OM1062
 OM1062                          STATION RECOVERY (1988)
 OM1062
 OM1062'RECOVERY NOTE BY US POWER SQUADRON 1988 (MLB)
 OM1062'RECOVERED IN GOOD CONDITION.
 OM1062
 OM1062                          STATION RECOVERY (1997)
 OM1062
 OM1062'RECOVERY NOTE BY US POWER SQUADRON 1997
 OM1062'RECOVERED IN GOOD CONDITION.
 OM1062
 OM1062                          STATION RECOVERY (2002)
 OM1062
 OM1062'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM1062'RECOVERED IN GOOD CONDITION. IT IS NOW NAMED THE DANE COUNTY
 OM1062'DEPARTMENT OF HUMAN SERVICES. FROM NORTHPORT DRIVE (HIGHWAY 113) GO
 OM1062'NORTHEAST ONTO GOODLAND DRIVE UPHILL TO THE NORTHEAST SIDE OF THE
 OM1062'BUILDINGS.
 OM1062
 OM1062                          STATION RECOVERY (2004)
 OM1062
 OM1062'RECOVERY NOTE BY GEOCACHING 2004 (RPM)
 OM1062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1106 ***********************************************************************
 OM1106  DESIGNATION -  MENDOTA STATE HOSP WATER TANK
 OM1106  PID         -  OM1106
 OM1106  STATE/COUNTY-  WI/DANE
 OM1106  USGS QUAD   -  WAUNAKEE (1983)
 OM1106
 OM1106                         *CURRENT SURVEY CONTROL
 OM1106  ___________________________________________________________________
 OM1106* NAD 83(1991)-  43 08 03.62143(N)    089 23 55.78126(W)     ADJUSTED  
 OM1106* NAVD 88     -                                                        
 OM1106  ___________________________________________________________________
 OM1106  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 OM1106  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 OM1106
 OM1106  HORZ ORDER  -  THIRD
 OM1106
 OM1106.The horizontal coordinates were established by classical geodetic methods
 OM1106.and adjusted by the National Geodetic Survey in November 1991..
 OM1106
 OM1106
 OM1106.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1106
 OM1106.The geoid height was determined by GEOID03.
 OM1106
 OM1106;                    North         East     Units Scale Factor Converg.
 OM1106;SPC WI S     -   126,190.372   648,910.012   MT  0.99994334   +0 24 47.0
 OM1106;SPC WI S     -   414,009.58  2,128,965.60   sFT  0.99994334   +0 24 47.0
 OM1106;UTM  16      - 4,778,526.388   304,898.176   MT  1.00006828   -1 38 26.2
 OM1106
 OM1106                          SUPERSEDED SURVEY CONTROL
 OM1106
 OM1106  NAD 83(1986)-  43 08 03.61293(N)    089 23 55.78261(W) AD(       ) 4
 OM1106  NAD 27      -  43 08 03.62800(N)    089 23 55.35000(W) AD(       ) 3
 OM1106
 OM1106.Superseded values are not recommended for survey control.
 OM1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1106.See file dsdata.txt to determine how the superseded data were derived.
 OM1106
 OM1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0489878526(NAD 83)
 OM1106_MARKER: 53 = ELEVATED TANK
 OM1106_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM1106+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2004
 OM1106
 OM1106  HISTORY     - Date     Condition        Report By
 OM1106  HISTORY     - 1958     FIRST OBSERVED   CGS
 OM1106  HISTORY     - 1962     GOOD             CGS
 OM1106  HISTORY     - 1988     GOOD             USPSQD
 OM1106  HISTORY     - 19970208 GOOD             USPSQD
 OM1106  HISTORY     - 20021227 GOOD             USPSQD
 OM1106  HISTORY     - 20040822 GOOD             GEOCAC
 OM1106
 OM1106                          STATION DESCRIPTION
 OM1106
 OM1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1106'THE STATION IS THE CENTER OF THE TOP OF THE TANK LOCATED
 OM1106'110 FEET NORTH OF THE NORTHWEST CORNER OF BUILDING NUMBER
 OM1106'166 AND 93 FEET EAST OF BUILDING NUMBER 133.  THE TANK IS
 OM1106'SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE PAINTED SILVER
 OM1106'AND THE OVERALL HEIGHT IS 150 FEET.
 OM1106
 OM1106                          STATION RECOVERY (1962)
 OM1106
 OM1106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RCY)
 OM1106'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION
 OM1106'AS DESCRIBED.
 OM1106
 OM1106                          STATION RECOVERY (1988)
 OM1106
 OM1106'RECOVERY NOTE BY US POWER SQUADRON 1988 (MLB)
 OM1106'RECOVERED IN GOOD CONDITION.
 OM1106
 OM1106                          STATION RECOVERY (1997)
 OM1106
 OM1106'RECOVERY NOTE BY US POWER SQUADRON 1997
 OM1106'RECOVERED IN GOOD CONDITION.
 OM1106
 OM1106                          STATION RECOVERY (2002)
 OM1106
 OM1106'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM1106'RECOVERED IN GOOD CONDITION.  IT IS NOW NAMED THE MENDOTA MENTAL
 OM1106'HEALTH INSTITUTE.  TO REACH THE STATION, FROM NORTHPORT DRIVE (HIGHWAY
 OM1106'113) TURN WEST ONTO TROY DRIVE. GO WEST ON TROY DRIVE FOR 0.7 MILE TO
 OM1106'A RAILROAD UNDERPASS, CONTINUE FOR 0.6 MILE TO NORTH ROAD AND THE
 OM1106'STATION ON THE LEFT, SOUTH OF TOWER ROAD.
 OM1106
 OM1106                          STATION RECOVERY (2004)
 OM1106
 OM1106'RECOVERY NOTE BY GEOCACHING 2004 (RPM)
 OM1106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0534 ***********************************************************************
 QL0534  DESIGNATION -  MENOMINEE
 QL0534  PID         -  QL0534
 QL0534  STATE/COUNTY-  WI/MARINETTE
 QL0534  USGS QUAD   -  MARINETTE EAST (1976)
 QL0534
 QL0534                         *CURRENT SURVEY CONTROL
 QL0534  ___________________________________________________________________
 QL0534* NAD 83(1991)-  45 05 12.61653(N)    087 35 34.35611(W)     ADJUSTED  
 QL0534* NAVD 88     -       177.     (meters)     581.     (feet)  SCALED    
 QL0534  ___________________________________________________________________
 QL0534  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 QL0534  GEOID HEIGHT-         -36.97  (meters)                     GEOID03
 QL0534
 QL0534  HORZ ORDER  -  FIRST
 QL0534
 QL0534.The horizontal coordinates were established by classical geodetic methods
 QL0534.and adjusted by the National Geodetic Survey in November 1991..
 QL0534
 QL0534.The orthometric height was scaled from a topographic map.
 QL0534
 QL0534.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0534
 QL0534.The geoid height was determined by GEOID03.
 QL0534
 QL0534;                    North         East     Units Scale Factor Converg.
 QL0534;SPC WI C     -   142,097.523   789,469.439   MT  0.99994745   +1 41 54.3
 QL0534;SPC WI C     -   466,198.29  2,590,117.65   sFT  0.99994745   +1 41 54.3
 QL0534;UTM  16      - 4,992,768.021   453,342.886   MT  0.99962677   -0 25 11.5
 QL0534
 QL0534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0534!SPC WI C     -   0.99997805  x   0.99994745  =   0.99992550
 QL0534!UTM  16      -   0.99997805  x   0.99962677  =   0.99960483
 QL0534
 QL0534                          SUPERSEDED SURVEY CONTROL
 QL0534
 QL0534  NAD 83(1986)-  45 05 12.61241(N)    087 35 34.35402(W) AD(       ) 1
 QL0534  NAD 27      -  45 05 12.66200(N)    087 35 33.96900(W) AD(       ) 1
 QL0534
 QL0534.Superseded values are not recommended for survey control.
 QL0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0534.See file dsdata.txt to determine how the superseded data were derived.
 QL0534
 QL0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5334392768(NAD 83)
 QL0534_MARKER: Z = SEE DESCRIPTION
 QL0534_SETTING: 0 = UNSPECIFIED SETTING
 QL0534
 QL0534  HISTORY     - Date     Condition        Report By
 QL0534  HISTORY     - 1874     MONUMENTED       USLS
 QL0534  HISTORY     - 1934     SEE DESCRIPTION  CGS
 QL0534  HISTORY     - 1972     SEE DESCRIPTION  NGS
 QL0534  HISTORY     - 19950830 GOOD             USPSQD
 QL0534  HISTORY     - 20010331 GOOD             NGS
 QL0534
 QL0534                          STATION DESCRIPTION
 QL0534
 QL0534'DESCRIBED BY US LAKE SURVEY 1874
 QL0534'THIS STATION IS SITUATED ON THE SOUTHWEST CORNER OF ALMEDA AND WATER
 QL0534'STREETS, IN THE
 QL0534'VILLAGE OF MENEKAUNEE, WISCONSIN.  THE HEIGHT OF
 QL0534'STATION USED WAS 50 FEET.  THE
 QL0534'GEODETIC POINT IS MARKED BY A
 QL0534'STONE OF THE USUAL FORM, SET SO THAT ITS UPPER
 QL0534'END IS ABOUT 3 FEET
 QL0534'BELOW THE GROUND SURFACE.  DIRECTLY OVER THE LATTER IS SET
 QL0534'ANOTHER STONE,
 QL0534'RISING ABOUT EVEN WITH THE SURFACE OF THE GROUND.  A REFERENCE
 QL0534'STONE BEARS NORTH 39 DEG
 QL0534'48 MIN EAST, AND IS 20.5 METERS DISTANT.
 QL0534'A SECOND REFERENCE BEARS SOUTH 59 DEG 22
 QL0534'MIN EAST, AND IS 20.7 METERS
 QL0534'DISTANT FROM THE GEODETIC POINT.  HEIGHT OF GROUND AT
 QL0534'STATION, 3
 QL0534'FEET (ESTIMATED).
 QL0534
 QL0534                          STATION RECOVERY (1934)
 QL0534
 QL0534'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QL0534'STATION RECOVERED IN GOOD CONDITION.  DUE TO ITS PROXIMITY
 QL0534'TO A HOUSE IT WAS
 QL0534'IMPOSSIBLE TO OCCUPY THE STATION.  TWO NEW
 QL0534'REFERENCE MARKS AND AN AZIMUTH MARK
 QL0534'WERE ESTABLISHED, AND REFERENCE
 QL0534'MARK NO. 2 WAS OCCUPIED TO MAKE A CONNECTION.  NOTE-
 QL0534'SEE
 QL0534'DESCRIPTION OF MENOMINEE R.M. NO. 2.
 QL0534'
 QL0534'THE STATION IS MARKED BY A STANDARD U.S. LAKE SURVEY MARK
 QL0534'WHICH IS A 6-INCH
 QL0534'SQUARE STONE POST WITH A 1/2 INCH DRILL HOLE IN
 QL0534'THE CENTER OF THE TOP, ALSO THE
 QL0534'LETTERS U.S. ARE CUT IN THE TOP
 QL0534'OF THE POST.  IT IS IN THE SOUTHWEST CORNER OF THE
 QL0534'INTERSECTION
 QL0534'OF ALMEDA AND BIRD STREETS, IN THE MENEKAUNEE SUBURB OF THE CITY
 QL0534'OF MARINETTE.  IT
 QL0534'IS 8.6 FEET EAST-NORTHEAST OF THE NORTHEAST
 QL0534'CORNER OF THE HOUSE, 13.0 FEET
 QL0534'NORTH-NORTHWEST OF THE NORTHEAST
 QL0534'CORNER OF THE EAST WING OF THE HOUSE, 6.3 FEET
 QL0534'WEST OF A SMALL
 QL0534'SOFT MAPLE, AND IS SET 4 INCHES UNDERGROUND.
 QL0534'
 QL0534'REFERENCE MARK NO. 1 (1934) NOTE 11B, IS IN THE NORTHWEST
 QL0534'ANGLE OF THE
 QL0534'INTERSECTION, DIRECTLY IN FRONT OF THE FRONT DOOR OF
 QL0534'A HOUSE, 1 FOOT WEST OF THE
 QL0534'SIDEWALK, 114.82 FEET NORTHWEST OF
 QL0534'REFERENCE MARK NO. 2 AND PROJECTS 2 INCHES.
 QL0534'IT IS 115.38 FEET
 QL0534'NORTH OF THE STATION.
 QL0534'
 QL0534'REFERENCE MARK NO. 2 (1934), NOTE 11B, IS IN THE SOUTHEAST
 QL0534'ANGLE OF THE
 QL0534'INTERSECTION, IN RANGE WITH THE NORTH SIDE OF AN OLD
 QL0534'VACANT HOUSE, 27.5 FEET WEST OF
 QL0534'ITS NORTHWEST CORNER, 41 FEET
 QL0534'SOUTH OF THE CENTER LINE OF BIRD STREET, 31 FEET
 QL0534'EAST OF THE CENTER
 QL0534'LINE OF ALMEDA STREET, AND IS SET FLUSH.  IT IS 64.71 FEET
 QL0534'EAST OF THE
 QL0534'STATION.
 QL0534'
 QL0534'THE AZIMUTH MARK IS SOUTHEAST OF THE STATION, IN THE WEST
 QL0534'EDGE OF A ROAD
 QL0534'LEADING DOWN ON A POINT, 0.35 MILE SOUTH OF THE
 QL0534'LAST BUILDINGS, MIDWAY BETWEEN
 QL0534'GREEN BAY AND A LAGOON INSIDE THE
 QL0534'POINT AND PROJECTS 3 INCHES.  TO REACH FROM THE
 QL0534'STATION, GO EAST
 QL0534'ON BIRD STREET 0.2 MILE, TURN SOUTH ABOUT 100 YARDS FROM THE
 QL0534'WATERS EDGE AND
 QL0534'GO 0.35 MILE TO THE MARK.
 QL0534
 QL0534                          STATION RECOVERY (1972)
 QL0534
 QL0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RRG)
 QL0534'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 QL0534'CONDITION.
 QL0534'
 QL0534'REFERENCE MARK 2 WAS SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
 QL0534'THE AZIMUTH MARK
 QL0534'WAS NOT SEARCHED FOR.
 QL0534'
 QL0534'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT MARINETTE.
 QL0534
 QL0534                          STATION RECOVERY (1995)
 QL0534
 QL0534'RECOVERY NOTE BY US POWER SQUADRON 1995
 QL0534'RECOVERED IN GOOD CONDITION.
 QL0534
 QL0534                          STATION RECOVERY (2001)
 QL0534
 QL0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QL0534'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0641 ***********************************************************************
 QM0641  DESIGNATION -  MENOMINEE
 QM0641  PID         -  QM0641
 QM0641  STATE/COUNTY-  WI/MENOMINEE
 QM0641  USGS QUAD   -  ZOAR (1973)
 QM0641
 QM0641                         *CURRENT SURVEY CONTROL
 QM0641  ___________________________________________________________________
 QM0641* NAD 83(1991)-  45 00 22.84926(N)    088 57 17.58427(W)     ADJUSTED  
 QM0641* NAVD 88     -       381.     (meters)    1250.     (feet)  SCALED    
 QM0641  ___________________________________________________________________
 QM0641  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 QM0641  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 QM0641
 QM0641  HORZ ORDER  -  FIRST
 QM0641
 QM0641.The horizontal coordinates were established by classical geodetic methods
 QM0641.and adjusted by the National Geodetic Survey in November 1991..
 QM0641
 QM0641.The orthometric height was scaled from a topographic map.
 QM0641
 QM0641.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0641
 QM0641.The geoid height was determined by GEOID03.
 QM0641
 QM0641;                    North         East     Units Scale Factor Converg.
 QM0641;SPC WI C     -   130,874.613   682,388.002   MT  0.99994328   +0 44 14.7
 QM0641;SPC WI C     -   429,377.79  2,238,801.30   sFT  0.99994328   +0 44 14.7
 QM0641;UTM  16      - 4,985,514.434   345,942.170   MT  0.99989184   -1 22 57.9
 QM0641
 QM0641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0641!SPC WI C     -   0.99994583  x   0.99994328  =   0.99988911
 QM0641!UTM  16      -   0.99994583  x   0.99989184  =   0.99983767
 QM0641
 QM0641:                Primary Azimuth Mark                     Grid Az
 QM0641:SPC WI C     -  GRESHAM                                  151 47 24.3
 QM0641:UTM  16      -  GRESHAM                                  153 54 36.9
 QM0641
 QM0641|---------------------------------------------------------------------|
 QM0641| PID    Reference Object                     Distance      Geod. Az  |
 QM0641|                                                           dddmmss.s |
 QM0641| PN1006 GRESHAM                             APPROX.22.0 KM 1523139.0 |
 QM0641| CJ5733 MENOMINEE RM 1                       31.278 METERS 23509     |
 QM0641| CJ5734 MENOMINEE RM 2                       28.588 METERS 28904     |
 QM0641|---------------------------------------------------------------------|
 QM0641
 QM0641                          SUPERSEDED SURVEY CONTROL
 QM0641
 QM0641  NAD 83(1986)-  45 00 22.84859(N)    088 57 17.58780(W) AD(       ) 1
 QM0641  NAD 27      -  45 00 22.95800(N)    088 57 17.19700(W) AD(       ) 1
 QM0641
 QM0641.Superseded values are not recommended for survey control.
 QM0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0641.See file dsdata.txt to determine how the superseded data were derived.
 QM0641
 QM0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ4594285514(NAD 83)
 QM0641_MARKER: DS = TRIANGULATION STATION DISK
 QM0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0641_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0641+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2003
 QM0641
 QM0641  HISTORY     - Date     Condition        Report By
 QM0641  HISTORY     - 1954     MONUMENTED       CGS
 QM0641  HISTORY     - 20030425 GOOD             GEOCAC
 QM0641
 QM0641                          STATION DESCRIPTION
 QM0641
 QM0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QM0641'THE STATION IS LOCATED ABOUT 9-1/2 MILES EAST-NORTHEAST OF THE
 QM0641'VILLAGE OF BIRNAMWOOD AND 4-1/4 MILES EAST OF THE VILLAGE
 QM0641'OF MATTOON.  IT IS 27 FEET NORTHWEST OF A 12 INCH ELM TREE WITH A
 QM0641'TRIANGLE BLAZE, 24 FEET WEST OF A 12 INCH OAK TREE WITH A
 QM0641'TRIANGLE BLAZE AND 2 FEET WEST OF A WITNESS POST.  THE MARK
 QM0641'PROJECTS 6 INCHES AND THE DISK IS STAMPED MENOMINEE 1954.
 QM0641'
 QM0641'REFERENCE MARK NO 1 IS 13 FEET WEST OF A 10 INCH OAK TREE AND
 QM0641'5 FEET NORTHEAST OF A 10 INCH OAK TREE.  THE MARK PROJECTS 6
 QM0641'INCHES AND THE DISK IS STAMPED MENOMINEE NO 1 1954.
 QM0641'
 QM0641'REFERENCE MARK NO 2 IS 3 FEET EAST OF 12 INCH BASSWOOD
 QM0641'TREE AND 1 FOOT SOUTH OF A WITNESS POST.  THE MARK PROJECTS
 QM0641'6 INCHES AND THE DISK IS STAMPED MENOMINEE NO 2 1954.
 QM0641'
 QM0641'NO AZIMUTH MARK WAS SET.
 QM0641'
 QM0641'TO REACH FROM THE POST OFFICE IN THE VILLAGE OF MATTOON, GO
 QM0641'SOUTH ON COUNTY ROUTE D FOR 0.2 MILE TO A SIDE ROAD LEFT,
 QM0641'TURN LEFT (EAST) ON A BLACK TOP ROAD FOR 1.0 MILE.  HERE THE
 QM0641'BLACK TOP ROAD ENDS, CONTINUE EAST ON A GRAVEL ROAD FOR 2.0
 QM0641'MILES TO A FARM DRIVE ON THE RIGHT, CONTINUE STRAIGHT AHEAD EAST
 QM0641'ON A TRACK ROAD FOR 1.7 MILES TO A WOODEN BRIDGE, CROSS THE
 QM0641'BRIDGE AND TURN LEFT (NORTHERLY) ON A DIM WOODS ROAD FOR 0.7
 QM0641'MILE, TURN RIGHT (EAST) ON DIM WOODS ROAD FOR 0.1 MILE, TURN
 QM0641'RIGHT (SOUTH) FOR 0.05 MILE, TURN LEFT (EAST) AND FOLLOW
 QM0641'DIM WOODS ROAD FOR 0.35 MILE AND THE STATION AS DESCRIBED.
 QM0641'NOTE--FROM THE BRIDGE A FOUR WHEEL DRIVE VEHICLE IS NEEDED.
 QM0641'
 QM0641'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS.
 QM0641
 QM0641                          STATION RECOVERY (2003)
 QM0641
 QM0641'RECOVERY NOTE BY GEOCACHING 2003 (RFC)
 QM0641'LOGGING TRAILS CRISSCROSS THE AREA. MARKER TREES NOT IN EVIDENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0535 ***********************************************************************
 QL0535  DESIGNATION -  MENOMINEE RM 2
 QL0535  PID         -  QL0535
 QL0535  STATE/COUNTY-  WI/MARINETTE
 QL0535  USGS QUAD   -  MARINETTE EAST (1976)
 QL0535
 QL0535                         *CURRENT SURVEY CONTROL
 QL0535  ___________________________________________________________________
 QL0535* NAD 83(1991)-  45 05 12.84062(N)    087 35 33.51152(W)     ADJUSTED  
 QL0535* NAVD 88     -       177.     (meters)     581.     (feet)  SCALED    
 QL0535  ___________________________________________________________________
 QL0535  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 QL0535  GEOID HEIGHT-         -36.97  (meters)                     GEOID03
 QL0535
 QL0535  HORZ ORDER  -  FIRST
 QL0535
 QL0535.The horizontal coordinates were established by classical geodetic methods
 QL0535.and adjusted by the National Geodetic Survey in November 1991..
 QL0535
 QL0535.The orthometric height was scaled from a topographic map.
 QL0535
 QL0535.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0535
 QL0535.The geoid height was determined by GEOID03.
 QL0535
 QL0535;                    North         East     Units Scale Factor Converg.
 QL0535;SPC WI C     -   142,104.985   789,487.695   MT  0.99994746   +1 41 54.9
 QL0535;SPC WI C     -   466,222.77  2,590,177.55   sFT  0.99994746   +1 41 54.9
 QL0535;UTM  16      - 4,992,774.800   453,361.399   MT  0.99962675   -0 25 10.9
 QL0535
 QL0535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0535!SPC WI C     -   0.99997805  x   0.99994746  =   0.99992551
 QL0535!UTM  16      -   0.99997805  x   0.99962675  =   0.99960481
 QL0535
 QL0535:                Primary Azimuth Mark                     Grid Az
 QL0535:SPC WI C     -  MENOMINEE AZ MK                          124 48 30.4
 QL0535:UTM  16      -  MENOMINEE AZ MK                          126 55 36.2
 QL0535
 QL0535|---------------------------------------------------------------------|
 QL0535| PID    Reference Object                     Distance      Geod. Az  |
 QL0535|                                                           dddmmss.s |
 QL0535| CJ5731 MENOMINEE AZ MK                                    1263025.3 |
 QL0535| QL0534 MENOMINEE                            19.723 METERS 24928     |
 QL0535| QL0531 MARINETTE SACRED HEART CH SP        APPROX. 1.9 KM 2811216.9 |
 QL0535| QL0529 MARINETTE FR CH ST JOS DOME         APPROX. 2.4 KM 2845811.1 |
 QL0535| QL0540 MARINETTE EVANG LUTH CHURCH         APPROX. 2.8 KM 2850258.4 |
 QL0535| QL0520 MARINETTE PIONEER PRESB CHURCH      APPROX. 2.7 KM 2921939.2 |
 QL0535| QL0544 MARINETTE MM PAPER PLT 1 STACK      APPROX. 5.1 KM 2940844.3 |
 QL0535| QL0543 MARINETTE MM PAPER PLT 1 TANK       APPROX. 5.0 KM 2941359.7 |
 QL0535| QL0542 MARINETTE CO COURTHOUSE DOME        APPROX. 3.5 KM 2943022.6 |
 QL0535| QL0539 MARINETTE LAUERMANS STORE TANK      APPROX. 3.3 KM 2943539.3 |
 QL0535| QL0538 MARINETTE GRAM ME CH SPIRE          APPROX. 3.0 KM 2951854.5 |
 QL0535| QL0541 MENOMINEE MM PAPER CO PLT 2 TK      APPROX. 4.1 KM 3035114.9 |
 QL0535| QL0522 MENOMINEE SUP SUGAR CO STACK        APPROX. 2.0 KM 3150124.1 |
 QL0535| QL0525 MENOMINEE SUP SUGAR CO STACK        APPROX. 1.9 KM 3170245.3 |
 QL0535| QL0533 MENOMINEE ST ADELBERTS CHURCH       APPROX. 3.3 KM 3214104.5 |
 QL0535| QL0524 MENOMINEE EPIPHANY CHURCH           APPROX. 2.9 KM 3230721.4 |
 QL0535| CJ5732 MENOMINEE RM 1                       34.997 METERS 32337     |
 QL0535| QL0521 MENOMINEE CO COURTHOUSE TOWER       APPROX. 2.8 KM 3241512.9 |
 QL0535| QL0527 MENOMINEE LLOYDS DEPT STORE TK      APPROX. 2.4 KM 3353846.2 |
 QL0535| QL0519 MENOMINEE LLOYD MFG CO TANK         APPROX. 4.6 KM 3413723.7 |
 QL0535| QL0536 MENOMINEE HOSKIN PAPER CO TK        APPROX. 1.2 KM 3470830.4 |
 QL0535| QL0537 MENOMINEE HOSKIN PAPER CO STK       APPROX. 1.2 KM 3491055.2 |
 QL0535|---------------------------------------------------------------------|
 QL0535
 QL0535                          SUPERSEDED SURVEY CONTROL
 QL0535
 QL0535  NAD 83(1986)-  45 05 12.83650(N)    087 35 33.50947(W) AD(       ) 1
 QL0535  NAD 27      -  45 05 12.88600(N)    087 35 33.12400(W) AD(       ) 1
 QL0535
 QL0535.Superseded values are not recommended for survey control.
 QL0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0535.See file dsdata.txt to determine how the superseded data were derived.
 QL0535
 QL0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5336192775(NAD 83)
 QL0535_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QL0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0535_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QL0535
 QL0535  HISTORY     - Date     Condition        Report By
 QL0535  HISTORY     - 1934     MONUMENTED       CGS
 QL0535  HISTORY     - 1934     SEE DESCRIPTION  CGS
 QL0535  HISTORY     - 19950830 MARK NOT FOUND   USPSQD
 QL0535  HISTORY     - 20010331 MARK NOT FOUND   NGS
 QL0535
 QL0535                          STATION DESCRIPTION
 QL0535
 QL0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QL0535'IN MENEKAUNEE SUBURB OF CITY OF MARINETTE, IN SOUTHEAST ANGLE OF
 QL0535'INTERSECTION OF ALMEDA AND
 QL0535'BIRD STREETS, 41 FEET SOUTH OF CENTER LINE OF BIRD STREET, 31 FEET
 QL0535'EAST OF CENTER LINE OF ALMEDA
 QL0535'STREET, IN RANGE WITH NORTH SIDE OF OLD VACANT HOUSE, AND
 QL0535'27.5 FEET WEST OF NORTHWEST CORNER OF HOUSE.
 QL0535'STATION IS MARKED BY STANDARD
 QL0535'REFERENCE DISK IN CONCRETE, NOTE 11B, FLUSH WITH SURFACE OF
 QL0535'GROUND.  STATION
 QL0535'MENOMINEE (SEE DESCRIPTION AND GEOGRAPHIC POSITION THEREOF) IS 19.723
 QL0535'METERS (64.71 FEET) FROM
 QL0535'STATION IN AZIMUTH 69 DEG 28 MIN.  REFERENCE MARK NO. 1 AND AZIMUTH
 QL0535'MARK ARE STANDARD REFERENCE DISKS IN
 QL0535'CONCRETE, NOTE 11B.  NO. 1 PROJECTS 2 INCHES
 QL0535'ABOVE SURFACE OF GROUND, IS IN NORTHWEST ANGLE OF
 QL0535'INTERSECTION OF ALMEDA AND BIRD
 QL0535'STREETS, DIRECTLY IN FRONT OF FRONT DOOR OF HOUSE, 1 FOOT WEST OF
 QL0535'SIDEWALK, 115.38 FEET NORTH OF
 QL0535'STATION MENOMINEE (U.S.L.S.), AND 114.82 FEET FROM STATION IN
 QL0535'AZIMUTH 143 DEG 37 MIN.  AZIMUTH
 QL0535'MARK PROJECTS 3 INCHES ABOVE SURFACE OF GROUND, IS
 QL0535'ON WEST EDGE OF ROAD LEADING SOUTHEAST FROM MAIN
 QL0535'PART OF MENEKAUNEE SUBURB
 QL0535'AND TERMINATING ON POINT KNOWN AS SEA GULL BAR, MIDWAY BETWEEN
 QL0535'GREEN BAY ON EAST AND
 QL0535'LAGOON ON WEST, 0.35 MILE SOUTH OF LAST BUILDINGS, AND 0.5 MILE FROM
 QL0535'STATION IN AZIMUTH 306 DEG 30
 QL0535'MIN 30 SEC.
 QL0535
 QL0535                          STATION RECOVERY (1934)
 QL0535
 QL0535'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QL0535'NOTE- DUE IT ITS PROXIMITY TO A HOUSE, IT WAS IMPOSSIBLE TO OCCUPY
 QL0535'STATION MENOMINEE
 QL0535'(U.S.L.S. 1874).  TWO NEW REFERENCE MARKS AND
 QL0535'AN AZIMUTH MARK WERE ESTABLISHED.
 QL0535'MENOMINEE R.M. NO. 2 WAS OCCUPIED
 QL0535'AND WAS USED AS A NEW STATION IN THE COMPUTATIONS.
 QL0535'
 QL0535'MENOMINEE R.M. NO. 2 IS IN THE SOUTHEAST ANGLE OF THE INTERSECTION
 QL0535'OF ALMEDA AND BIRD
 QL0535'STREETS IN THE MENEKAUNEE SUBURB OF
 QL0535'THE CITY OF MARINETTE.  IT IS IN
 QL0535'RANGE WITH THE NORTH SIDE OF AN
 QL0535'OLD VACANT HOUSE, 27.5 FEET WEST OF THE NORTHWEST
 QL0535'CORNER OF THE
 QL0535'HOUSE, 41 FEET SOUTH OF THE CENTER LINE OF BIRD STREET, 31 FEET
 QL0535'EAST OF THE
 QL0535'CENTER LINE OF ALMEDA STREET AND IS SET FLUSH, NOTE
 QL0535'11B.
 QL0535'
 QL0535'MENOMINEE U.S.L.S. 1874 IS WEST OF REFERENCE MARK NO. 2, IN
 QL0535'THE SOUTHWEST
 QL0535'ANGLE OF THE INTERSECTION.  IT IS A STANDARD U.S.
 QL0535'LAKE SURVEY MARK WHICH IS A
 QL0535'6-INCH SQUARE STONE POST WITH A 1/2-
 QL0535'INCH DRILL HOLE IN THE CENTER OF THE TOP, AND
 QL0535'THE LETTERS U.S.
 QL0535'CUT IN THE TOP.  IT IS 8.6 FEET EAST-NORTHEAST OF THE NORTHEAST
 QL0535'CORNER OF A
 QL0535'HOUSE, 13.0 FEET NORTH-NORTHWEST OF THE NORTHEAST
 QL0535'CORNER OF THE EAST WING OF THE
 QL0535'HOUSE, 6.3 FEET WEST OF A SMALL
 QL0535'SOFT MAPLE TREE AND IS SET 4 INCHES UNDERGROUND.
 QL0535'
 QL0535'REFERENCE MARK NO. 1 (NOTE 11B) IS NORTHWEST OF REFERENCE
 QL0535'MARK NO. 2, IN THE
 QL0535'NORTHWEST ANGLE OF THE INTERSECTION.  IT IS DIRECTLY
 QL0535'IN FRONT OF THE FRONT DOOR OF A
 QL0535'HOUSE, 1 FOOT WEST OF THE
 QL0535'SIDEWALK, 115.38 FEET NORTH OF MENOMINEE
 QL0535'(U.S.L.S., 1874) AND PROJECTS
 QL0535'2 INCHES.
 QL0535'
 QL0535'THE AZIMUTH MARK (NOTE 11B) IS SOUTHEAST OF THE STATION IN
 QL0535'THE WEST EDGE OF A
 QL0535'ROAD LEADING DOWN ON A POINT, 0.35 MILE SOUTH
 QL0535'OF THE LAST BUILDINGS, MIDWAY BETWEEN
 QL0535'GREEN BAY AND A LAGOON INSIDE
 QL0535'THE POINT AND PROJECTS 3 INCHES.  TO REACH FROM THE
 QL0535'STATION
 QL0535'GO EAST ON BIRD STREET 0.2 MILE, TURN SOUTH ABOUT 100 YARDS FROM
 QL0535'THE WATERS EDGE
 QL0535'AND GO 0.35 MILE TO THE MARK.
 QL0535'
 QL0535'A LIGHT 60 FEET ABOVE INLET COMES INTO VIEW 90 FEET ABOVE
 QL0535'THIS STATION.
 QL0535'
 QL0535'A LIGHT 87 FEET ABOVE SUNDRE COMES INTO VIEW 64 FEET ABOVE
 QL0535'THIS STATION.
 QL0535'
 QL0535'A LIGHT 87 FEET ABOVE BEACH COMES INTO VIEW 40 FEET ABOVE
 QL0535'THIS STATION.
 QL0535'
 QL0535'LIGHTS 100 FEET ABOVE FEICH AND ROCHREAU (U.S.L.S.,1874)
 QL0535'COME INTO VIEW 30
 QL0535'FEET ABOVE THIS STATION.
 QL0535'
 QL0535'LIGHTS 100 FEET ABOVE EAGLE BLUFF (U.S.L.S., 1874) AND 7
 QL0535'FEET ABOVE SVEN
 QL0535'COME INTO VIEW 25 FEET ABOVE THIS STATION.
 QL0535
 QL0535                          STATION RECOVERY (1995)
 QL0535
 QL0535'RECOVERY NOTE BY US POWER SQUADRON 1995
 QL0535'MARK NOT FOUND.
 QL0535
 QL0535                          STATION RECOVERY (2001)
 QL0535
 QL0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QL0535'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0745 ***********************************************************************
 OM0745  DESIGNATION -  MENOMONEE FALLS MID W MFG STK
 OM0745  PID         -  OM0745
 OM0745  STATE/COUNTY-  WI/WAUKESHA
 OM0745  USGS QUAD   -  MENOMONEE FALLS (1994)
 OM0745
 OM0745                         *CURRENT SURVEY CONTROL
 OM0745  ___________________________________________________________________
 OM0745* NAD 83(1991)-  43 11 09.13180(N)    088 06 57.15574(W)     ADJUSTED  
 OM0745* NAVD 88     -                                                        
 OM0745  ___________________________________________________________________
 OM0745  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 OM0745  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 OM0745
 OM0745  HORZ ORDER  -  THIRD
 OM0745
 OM0745.The horizontal coordinates were established by classical geodetic methods
 OM0745.and adjusted by the National Geodetic Survey in November 1991..
 OM0745
 OM0745
 OM0745.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0745
 OM0745.The geoid height was determined by GEOID03.
 OM0745
 OM0745;                    North         East     Units Scale Factor Converg.
 OM0745;SPC WI S     -   133,468.811   753,147.058   MT  0.99993958   +1 17 40.5
 OM0745;SPC WI S     -   437,888.92  2,470,949.97   sFT  0.99993958   +1 17 40.5
 OM0745;UTM  16      - 4,782,060.023   409,321.002   MT  0.99970115   -0 45 49.4
 OM0745
 OM0745                          SUPERSEDED SURVEY CONTROL
 OM0745
 OM0745  NAD 83(1986)-  43 11 09.12302(N)    088 06 57.16435(W) AD(       ) 4
 OM0745  NAD 27      -  43 11 09.09800(N)    088 06 56.83300(W) AD(       ) 3
 OM0745
 OM0745.Superseded values are not recommended for survey control.
 OM0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0745.See file dsdata.txt to determine how the superseded data were derived.
 OM0745
 OM0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0932182060(NAD 83)
 OM0745
 OM0745  HISTORY     - Date     Condition        Report By
 OM0745  HISTORY     - 1953     MONUMENTED       CGS
 OM0745  HISTORY     - 20021103 MARK NOT FOUND   USPSQD
 OM0745  HISTORY     - 20030221 MARK NOT FOUND   USPSQD
 OM0745
 OM0745                          STATION DESCRIPTION
 OM0745
 OM0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0745'STATION IS THE CENTER OF THE TOP OF A ROUND, RED TILE STACK,
 OM0745'ABOUT 125 FEET HIGH, LOCATED AT THE SOUTH END OF THE MIDDLE
 OM0745'WEST MFG. CO. PLANT IN THE NORTH SECTION OF MENOMONEE FALLS.
 OM0745
 OM0745                          STATION RECOVERY (2002)
 OM0745
 OM0745'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0745'THE STACK WAS NOT FOUND. MIDDLE WEST MFG. CORP HAS ALL NEW BUILDINGS
 OM0745'ON THE SITE WITH NO STACK.  IT IS LOCATED 0.4 MILE NORTH OF ROSSEVELT
 OM0745'ST. ON WATER ST.  IT IS IN THE SOUTHWEST QUADRANT OF THE INTERSECTION
 OM0745'OF WATER ST. AND RICHFIELD WAY.
 OM0745
 OM0745                          STATION RECOVERY (2003)
 OM0745
 OM0745'RECOVERY NOTE BY US POWER SQUADRON 2003 (RH)
 OM0745'STACKS APPEAR TO BE REMOVED.  LARGE PLANT NOW EXISTS AT LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0746 ***********************************************************************
 OM0746  DESIGNATION -  MENOMONEE FALLS MUNICIPAL TANK
 OM0746  PID         -  OM0746
 OM0746  STATE/COUNTY-  WI/WAUKESHA
 OM0746  USGS QUAD   -  MENOMONEE FALLS (1994)
 OM0746
 OM0746                         *CURRENT SURVEY CONTROL
 OM0746  ___________________________________________________________________
 OM0746* NAD 83(1991)-  43 10 54.42067(N)    088 07 12.07296(W)     ADJUSTED  
 OM0746* NAVD 88     -                                                        
 OM0746  ___________________________________________________________________
 OM0746  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 OM0746  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 OM0746
 OM0746  HORZ ORDER  -  THIRD
 OM0746
 OM0746.The horizontal coordinates were established by classical geodetic methods
 OM0746.and adjusted by the National Geodetic Survey in November 1991..
 OM0746
 OM0746
 OM0746.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0746
 OM0746.The geoid height was determined by GEOID03.
 OM0746
 OM0746;                    North         East     Units Scale Factor Converg.
 OM0746;SPC WI S     -   133,007.365   752,820.539   MT  0.99993985   +1 17 30.3
 OM0746;SPC WI S     -   436,375.00  2,469,878.72   sFT  0.99993985   +1 17 30.3
 OM0746;UTM  16      - 4,781,610.709   408,978.202   MT  0.99970192   -0 45 59.4
 OM0746
 OM0746                          SUPERSEDED SURVEY CONTROL
 OM0746
 OM0746  NAD 83(1986)-  43 10 54.41138(N)    088 07 12.08213(W) AD(       ) 4
 OM0746  NAD 27      -  43 10 54.38300(N)    088 07 11.75100(W) AD(       ) 3
 OM0746
 OM0746.Superseded values are not recommended for survey control.
 OM0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0746.See file dsdata.txt to determine how the superseded data were derived.
 OM0746
 OM0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0897881611(NAD 83)
 OM0746
 OM0746  HISTORY     - Date     Condition        Report By
 OM0746  HISTORY     - 1953     MONUMENTED       CGS
 OM0746  HISTORY     - 20021103 MARK NOT FOUND   USPSQD
 OM0746  HISTORY     - 20030221 GOOD             USPSQD
 OM0746
 OM0746                          STATION DESCRIPTION
 OM0746
 OM0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0746'STATION IS THE METAL BALL AT THE APEX OF THE ROOF OF THE
 OM0746'MENOMONEE FALLS MUNICIPAL WATER TANK, LOCATED IN THE NORTH
 OM0746'SECTION OF TOWN, ON THE EAST SIDE OF U.S. HIGHWAY 41 (NORTH
 OM0746'FON DU LAC AVENUE) AND ABOUT 300 FEET NORTH OF THIRD STREET
 OM0746'IT IS A STEEL TANK, ATOP A 4-LEGGED STEEL STRUCTURE, PAINTED
 OM0746'SILVER AND IS ABOUT 110 FEET HIGH.
 OM0746
 OM0746                          STATION RECOVERY (2002)
 OM0746
 OM0746'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0746'THE WATER TANK 300 FEET NORTH OF ROOSEVELT ST. ON THE EAST SIDE OF
 OM0746'APPLETON AVE. HAS BEEN TORN DOWN AND IS NOW AN EMPTY LOT EXCEPT FOR
 OM0746'THE BRICK PUMP HOUSE.  THE OWNER OF A CAR DEALERSHIP 'TOWER MOTORS'
 OM0746'WHICH IS ADJACENT TO THE SITE REPORTS THAT THE TANK WAS TAKEN DOWN IN
 OM0746'APPROX. 1987.  A NEW WATER TOWER WAS BUILT 0.7 MILES NORTHWEST.
 OM0746
 OM0746                          STATION RECOVERY (2003)
 OM0746
 OM0746'RECOVERY NOTE BY US POWER SQUADRON 2003 (RH)
 OM0746'MARK RECOVERED IN EXCELLENT CONDITION.  .1 MILE WEST OF CORNER OF
 OM0746'APPLETON AVENUE AND WHITE OAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0744 ***********************************************************************
 OM0744  DESIGNATION -  MENOMONEE FALLS ST PAULS EV CH
 OM0744  PID         -  OM0744
 OM0744  STATE/COUNTY-  WI/WAUKESHA
 OM0744  USGS QUAD   -  MENOMONEE FALLS (1994)
 OM0744
 OM0744                         *CURRENT SURVEY CONTROL
 OM0744  ___________________________________________________________________
 OM0744* NAD 83(1991)-  43 10 51.42452(N)    088 07 08.42449(W)     ADJUSTED  
 OM0744* NAVD 88     -                                                        
 OM0744  ___________________________________________________________________
 OM0744  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 OM0744  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 OM0744
 OM0744  HORZ ORDER  -  THIRD
 OM0744
 OM0744.The horizontal coordinates were established by classical geodetic methods
 OM0744.and adjusted by the National Geodetic Survey in November 1991..
 OM0744
 OM0744
 OM0744.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0744
 OM0744.The geoid height was determined by GEOID03.
 OM0744
 OM0744;                    North         East     Units Scale Factor Converg.
 OM0744;SPC WI S     -   132,916.790   752,904.993   MT  0.99993990   +1 17 32.8
 OM0744;SPC WI S     -   436,077.84  2,470,155.80   sFT  0.99993990   +1 17 32.8
 OM0744;UTM  16      - 4,781,517.182   409,059.330   MT  0.99970173   -0 45 56.9
 OM0744
 OM0744                          SUPERSEDED SURVEY CONTROL
 OM0744
 OM0744  NAD 83(1986)-  43 10 51.41563(N)    088 07 08.43328(W) AD(       ) 4
 OM0744  NAD 27      -  43 10 51.38000(N)    088 07 08.11000(W) AD(       ) 3
 OM0744
 OM0744.Superseded values are not recommended for survey control.
 OM0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0744.See file dsdata.txt to determine how the superseded data were derived.
 OM0744
 OM0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0905981517(NAD 83)
 OM0744
 OM0744  HISTORY     - Date     Condition        Report By
 OM0744  HISTORY     - 1953     MONUMENTED       CGS
 OM0744  HISTORY     - 20021103 GOOD             USPSQD
 OM0744  HISTORY     - 20030221 GOOD             USPSQD
 OM0744
 OM0744                          STATION DESCRIPTION
 OM0744
 OM0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0744'STATION IS THE BASE OF THE SILVER CROSS ATOP THE SPIRE OF THE
 OM0744'ST. PAULS EV. AND REFORMED CHURCH IN THE NORTH SECTION OF
 OM0744'MENOMONEE FALLS, ON THE EAST SIDE OF U.S. HIGHWAY 41 (NORTH
 OM0744'FOND DU LAC AVENUE) AND ABOUT 300 FEET SOUTH OF THIRD STREET.
 OM0744'IT IS A WOODEN SPIRE, PAINTED WHITE, ATOP THE TAN STONE CHURCH
 OM0744'BUILDING, AND IS ABOUT 75 FEET HIGH.
 OM0744
 OM0744                          STATION RECOVERY (2002)
 OM0744
 OM0744'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0744'THE CHURCH WAS FOUND IN GOOD CONDITION. IT IS NOW NAMED ST. PAULS
 OM0744'UNITED CHURCH OF CHRIST.  IT IS LOCATED 0.2 MI NORTH OF MAIN ST. (HWY
 OM0744'74) ON THE EAST SIDE OF APPLETON AVE. (HWY 175) BETWEEN CLEVELAND ST.
 OM0744'AND ROSSEVELT ST.
 OM0744
 OM0744                          STATION RECOVERY (2003)
 OM0744
 OM0744'RECOVERY NOTE BY US POWER SQUADRON 2003 (RH)
 OM0744'MARK RECOVERED IN EXCELLENT CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0748 ***********************************************************************
 OM0748  DESIGNATION -  MENOMONEE FALLS ST MARYS CH
 OM0748  PID         -  OM0748
 OM0748  STATE/COUNTY-  WI/WAUKESHA
 OM0748  USGS QUAD   -  MENOMONEE FALLS (1994)
 OM0748
 OM0748                         *CURRENT SURVEY CONTROL
 OM0748  ___________________________________________________________________
 OM0748* NAD 83(1991)-  43 10 50.69547(N)    088 06 44.10385(W)     ADJUSTED  
 OM0748* NAVD 88     -                                                        
 OM0748  ___________________________________________________________________
 OM0748  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 OM0748  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 OM0748
 OM0748  HORZ ORDER  -  THIRD
 OM0748
 OM0748.The horizontal coordinates were established by classical geodetic methods
 OM0748.and adjusted by the National Geodetic Survey in November 1991..
 OM0748
 OM0748
 OM0748.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0748
 OM0748.The geoid height was determined by GEOID03.
 OM0748
 OM0748;                    North         East     Units Scale Factor Converg.
 OM0748;SPC WI S     -   132,906.709   753,454.579   MT  0.99993992   +1 17 49.5
 OM0748;SPC WI S     -   436,044.76  2,471,958.90   sFT  0.99993992   +1 17 49.5
 OM0748;UTM  16      - 4,781,487.376   409,608.068   MT  0.99970051   -0 45 40.2
 OM0748
 OM0748                          SUPERSEDED SURVEY CONTROL
 OM0748
 OM0748  NAD 83(1986)-  43 10 50.68602(N)    088 06 44.11362(W) AD(       ) 4
 OM0748  NAD 27      -  43 10 50.65700(N)    088 06 43.78400(W) AD(       ) 3
 OM0748
 OM0748.Superseded values are not recommended for survey control.
 OM0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0748.See file dsdata.txt to determine how the superseded data were derived.
 OM0748
 OM0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0960881487(NAD 83)
 OM0748
 OM0748  HISTORY     - Date     Condition        Report By
 OM0748  HISTORY     - 1953     MONUMENTED       CGS
 OM0748  HISTORY     - 20000326 GOOD             USPSQD
 OM0748  HISTORY     - 20010320 GOOD             USPSQD
 OM0748
 OM0748                          STATION DESCRIPTION
 OM0748
 OM0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0748'STATION IS THE BASE OF A SILVER CROSS ATOP A SHORT GREEN SLATE
 OM0748'COVERED SPIRE ON ST. MARYS CATHOLIC CHURCH, LOCATED IN THE EAST
 OM0748'SECTION OF MENOMONEE FALLS, ON THE SOUTH SIDE OF EAST SECOND
 OM0748'STREET, BETWEEN NORTH EAST STREET AND NORTH WATER STREET.
 OM0748'THE SPIRE IS ON THE NORTH SIDE OF THE TAN CHURCH BUILDING AND
 OM0748'IS ABOUT 60 FEET HIGH.
 OM0748
 OM0748                          STATION RECOVERY (2000)
 OM0748
 OM0748'RECOVERY NOTE BY US POWER SQUADRON 2000
 OM0748'RECOVERED IN GOOD CONDITION.
 OM0748
 OM0748                          STATION RECOVERY (2001)
 OM0748
 OM0748'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLC)
 OM0748'CHURCH HAS BEEN REMODELED WITH AN ADJOINING SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4913 ***********************************************************************
 DG4913  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4913  DESIGNATION -  MENOMONEE FALLS W GPS
 DG4913  PID         -  DG4913
 DG4913  STATE/COUNTY-  WI/WAUKESHA
 DG4913  USGS QUAD   -  SUSSEX (1994)
 DG4913
 DG4913                         *CURRENT SURVEY CONTROL
 DG4913  ___________________________________________________________________
 DG4913* NAD 83(1997)-  43 09 53.59112(N)    088 08 47.61804(W)     ADJUSTED  
 DG4913* NAVD 88     -       266.28   (meters)     873.6    (feet)  GPS OBS   
 DG4913  ___________________________________________________________________
 DG4913  X           -     150,705.672 (meters)                     COMP
 DG4913  Y           -  -4,657,172.312 (meters)                     COMP
 DG4913  Z           -   4,341,039.026 (meters)                     COMP
 DG4913  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 DG4913  ELLIP HEIGHT-         231.49  (meters)          (04/02/04) GPS OBS
 DG4913  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 DG4913
 DG4913  HORZ ORDER  -  FIRST
 DG4913  ELLP ORDER  -  FOURTH    CLASS I
 DG4913
 DG4913.The horizontal coordinates were established by GPS observations
 DG4913.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4913
 DG4913.The orthometric height was determined by GPS observations and a
 DG4913.high-resolution geoid model using precise GPS observation and
 DG4913.processing techniques.
 DG4913
 DG4913.Photographs are available for this station.
 DG4913
 DG4913.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4913
 DG4913.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4913
 DG4913.The ellipsoidal height was determined by GPS observations
 DG4913.and is referenced to NAD 83.
 DG4913
 DG4913.The geoid height was determined by GEOID03.
 DG4913
 DG4913;                    North         East     Units Scale Factor Converg.
 DG4913;SPC WI S     -   131,082.443   750,705.196   MT  0.99994101   +1 16 24.6
 DG4913;SPC WI S     -   430,059.65  2,462,938.63   sFT  0.99994101   +1 16 24.6
 DG4913;UTM  16      - 4,779,763.432   406,795.611   MT  0.99970686   -0 47 03.9
 DG4913
 DG4913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4913!SPC WI S     -   0.99996370  x   0.99994101  =   0.99990471
 DG4913!UTM  16      -   0.99996370  x   0.99970686  =   0.99967057
 DG4913
 DG4913                          SUPERSEDED SURVEY CONTROL
 DG4913
 DG4913.No superseded survey control is available for this station.
 DG4913
 DG4913_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0679679763(NAD 83)
 DG4913_MARKER: DD = SURVEY DISK
 DG4913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4913_STAMPING: MENOMONEE FALLS W GPS 2002
 DG4913_MARK LOGO: WIDT  
 DG4913_PROJECTION: FLUSH
 DG4913_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4913+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4913
 DG4913  HISTORY     - Date     Condition        Report By
 DG4913  HISTORY     - 2001     MONUMENTED       WIDT
 DG4913
 DG4913                          STATION DESCRIPTION
 DG4913
 DG4913'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4913'THE STATION IS LOCATED ABOUT 24 KM NORTHWEST OF MILWAUKEE, 7.0 KM
 DG4913'NORTHEAST OF SUSSEX, AND 3 KM SOUTHWEST OF MENOMONEE FALLS.
 DG4913'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DG4913'STATION FROM THE JUNCTION OF STATE HIGHWAY 74 WITH STATE HIGHWAY 175
 DG4913'IN THE CITY OF MENOMONEE FALLS, GO SOUTHWEST ON STATE HIGHWAY 74 FOR
 DG4913'2.6 KM TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DG4913'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DG4913'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST TO THE DEPTH OF 1.5 M,
 DG4913'SET ON BEDROCK AND ABOUT 2 M ABOVE THE HIGHWAY PAVEMENT.  THE STATION
 DG4913'IS 20.1 M NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 74, 0.2 KM
 DG4913'NORTH-NORTHEAST OF CUSTER LANE, 42.0 M NORTH OF THE CENTERLINE FOR THE
 DG4913'CENTER OF A GRAVEL FIELD ENTERANCE, AND 1 M EAST OF A CULTIVATED
 DG4913'FIELD.  ---NOTE---THE STATION IS SOUTH-SOUTHWEST, NORTH-NORTHEAST  AND
 DG4913'NORTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS
 DG4913'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DG4913'ABOVE THE HORIZON.
 DG4913' 
 DG4913'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0102 ***********************************************************************
 QM0102  DESIGNATION -  MEQUON
 QM0102  PID         -  QM0102
 QM0102  STATE/COUNTY-  WI/OCONTO
 QM0102  USGS QUAD   -  SHADOW LAKE (1973)
 QM0102
 QM0102                         *CURRENT SURVEY CONTROL
 QM0102  ___________________________________________________________________
 QM0102* NAD 83(1991)-  45 14 46.07692(N)    088 30 20.71315(W)     ADJUSTED  
 QM0102* NAVD 88     -       354.999  (meters)    1164.69   (feet)  ADJUSTED  
 QM0102  ___________________________________________________________________
 QM0102  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 QM0102  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 QM0102  DYNAMIC HT  -         354.960 (meters)    1164.56  (feet)  COMP
 QM0102  MODELED GRAV-     980,497.3   (mgal)                       NAVD 88
 QM0102
 QM0102  HORZ ORDER  -  FIRST
 QM0102  VERT ORDER  -  FIRST     CLASS II
 QM0102
 QM0102.The horizontal coordinates were established by classical geodetic methods
 QM0102.and adjusted by the National Geodetic Survey in November 1991..
 QM0102
 QM0102.The orthometric height was determined by differential leveling
 QM0102.and adjusted by the National Geodetic Survey in June 1991..
 QM0102
 QM0102.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0102
 QM0102.The geoid height was determined by GEOID03.
 QM0102
 QM0102.The dynamic height is computed by dividing the NAVD 88
 QM0102.geopotential number by the normal gravity value computed on the
 QM0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0102.degrees latitude (g = 980.6199 gals.).
 QM0102
 QM0102.The modeled gravity was interpolated from observed gravity values.
 QM0102
 QM0102;                    North         East     Units Scale Factor Converg.
 QM0102;SPC WI C     -   158,070.753   717,299.950   MT  0.99996153   +1 03 15.5
 QM0102;SPC WI C     -   518,603.80  2,353,341.59   sFT  0.99996153   +1 03 15.5
 QM0102;UTM  16      - 5,011,395.975   381,832.877   MT  0.99977169   -1 04 09.9
 QM0102
 QM0102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0102!SPC WI C     -   0.99994991  x   0.99996153  =   0.99991144
 QM0102!UTM  16      -   0.99994991  x   0.99977169  =   0.99972161
 QM0102
 QM0102|---------------------------------------------------------------------|
 QM0102| PID    Reference Object                     Distance      Geod. Az  |
 QM0102|                                                           dddmmss.s |
 QM0102| QM0103 FOX                                 238.453 METERS 17625     |
 QM0102| QM0101 IKEY                                APPROX. 0.6 KM 3201345.3 |
 QM0102|---------------------------------------------------------------------|
 QM0102
 QM0102                          SUPERSEDED SURVEY CONTROL
 QM0102
 QM0102  NAD 83(1986)-  45 14 46.08382(N)    088 30 20.73658(W) AD(       ) 1
 QM0102  NAD 27      -  45 14 46.19500(N)    088 30 20.36000(W) AD(       ) 1
 QM0102  NGVD 29 (??/??/92)  354.996  (m)         1164.68   (f) ADJ UNCH    1 2
 QM0102
 QM0102.Superseded values are not recommended for survey control.
 QM0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0102.See file dsdata.txt to determine how the superseded data were derived.
 QM0102
 QM0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8183311396(NAD 83)
 QM0102_MARKER: DS = TRIANGULATION STATION DISK
 QM0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0102
 QM0102  HISTORY     - Date     Condition        Report By
 QM0102  HISTORY     - 1921     MONUMENTED       CGS
 QM0102  HISTORY     - 1922     GOOD             NGS
 QM0102  HISTORY     - 1934     GOOD             NGS
 QM0102  HISTORY     - 1973     MARK NOT FOUND   USGS
 QM0102  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0102
 QM0102                          STATION DESCRIPTION
 QM0102
 QM0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0102'STATION IS ABOUT 4-3/4 MILES N OF MOUNTAIN, 250 METERS N
 QM0102'OF WHISTLEBOARD FOR FIRST CROSSING N OF HOLTS SPUR, 200 METERS
 QM0102'S OF RAILROAD CULVERT NO. N 74, 13.425 METERS (44.06 FEET)
 QM0102'E OF THE E RAIL OF THE CHICAGO AND NORTHWESTERN RAILWAY.
 QM0102'
 QM0102'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 QM0102'DISKS SET IN CONCRETE.
 QM0102'
 QM0102'THE UNDERGROUND MARK IS 24 INCHES DEEP.
 QM0102
 QM0102                          STATION RECOVERY (1922)
 QM0102
 QM0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 QM0102'4.3 MI S FROM LAKEWOOD.
 QM0102'ABOUT 5 MILES NORTH OF MOUNTAIN, 250 METERS NORTH OF WHISTLE-BOARD
 QM0102'FOR FIRST CROSSING NORTH OF HOLTS SPUR, 200 METERS SOUTH OF
 QM0102'RAILROAD CULVERT N74, X 13.425 METERS (44.06 FEET) EAST OF THE
 QM0102'EAST RAIL OF THE C. AND N.W. RY.
 QM0102
 QM0102                          STATION RECOVERY (1934)
 QM0102
 QM0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QM0102'RECOVERED IN GOOD CONDITION.
 QM0102
 QM0102                          STATION RECOVERY (1973)
 QM0102
 QM0102'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (RLJ)
 QM0102'A THOROUGH SEARCH WAS CONDUCTED BUT POST WAS NOT RECOVERED.
 QM0102'AREA IS HEAVELY COVERED WITH BRUSH AND MANY LARGE ROCKS.
 QM0102'MARK IS PROBABLY IN GOOD CONDITION BUT DIFFICULT TO LOCATE.
 QM0102
 QM0102                          STATION RECOVERY (1985)
 QM0102
 QM0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0102'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7710 ***********************************************************************
 DE7710  DESIGNATION -  MEQUON
 DE7710  PID         -  DE7710
 DE7710  STATE/COUNTY-  WI/OZAUKEE
 DE7710  USGS QUAD   -  THIENSVILLE (1976)
 DE7710
 DE7710                         *CURRENT SURVEY CONTROL
 DE7710  ___________________________________________________________________
 DE7710* NAD 83(1986)-  43 13 18.     (N)    087 59 00.     (W)     SCALED    
 DE7710* NAVD 88     -       205.468  (meters)     674.11   (feet)  ADJUSTED  
 DE7710  ___________________________________________________________________
 DE7710  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 DE7710  DYNAMIC HT  -         205.417 (meters)     673.94  (feet)  COMP
 DE7710  MODELED GRAV-     980,371.3   (mgal)                       NAVD 88
 DE7710
 DE7710  VERT ORDER  -  SECOND    CLASS I
 DE7710
 DE7710.The horizontal coordinates were scaled from a topographic map and have
 DE7710.an estimated accuracy of +/- 6 seconds.
 DE7710
 DE7710.The orthometric height was determined by differential leveling
 DE7710.and adjusted by the National Geodetic Survey in May 2003..
 DE7710
 DE7710.The geoid height was determined by GEOID03.
 DE7710
 DE7710.The dynamic height is computed by dividing the NAVD 88
 DE7710.geopotential number by the normal gravity value computed on the
 DE7710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7710.degrees latitude (g = 980.6199 gals.).
 DE7710
 DE7710.The modeled gravity was interpolated from observed gravity values.
 DE7710
 DE7710;                    North         East    Units  Estimated Accuracy
 DE7710;SPC WI S     -   137,700.      763,820.      MT  (+/- 180 meters Scaled)
 DE7710
 DE7710                          SUPERSEDED SURVEY CONTROL
 DE7710
 DE7710.No superseded survey control is available for this station.
 DE7710
 DE7710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN201859(NAD 83)
 DE7710_MARKER: DD = SURVEY DISK
 DE7710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7710_STAMPING: MEQUON 1991
 DE7710_MARK LOGO: WI3002
 DE7710_PROJECTION: FLUSH
 DE7710_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE7710_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7710+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2003
 DE7710
 DE7710  HISTORY     - Date     Condition        Report By
 DE7710  HISTORY     - 1990     MONUMENTED       WI3002
 DE7710  HISTORY     - 20010508 GOOD             WIDT
 DE7710  HISTORY     - 20031109 GOOD             USPSQD
 DE7710
 DE7710                          STATION DESCRIPTION
 DE7710
 DE7710'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7710'THE STATION IS LOCATED ABOUT 22 KM NORTH-NORTHWEST OF MILWAUKEE IN
 DE7710'MEQUON.  OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION. THE
 DE7710'STATION IS LOCATED IN THE SOUTHWEST QUADRANT OF THE JUNCTION STATE
 DE7710'HIGHWAY 57 SOUTH (CEDARBURG ROAD) WITH STATE HIGHWAY 57 NORTH AND
 DE7710'STATE HIGHWAY 167 (MEQUON ROAD) IN THE CITY OF MEQUON. THE STATION IS
 DE7710'A BRONZE CITY OF MEQUON HIGH PRECISION GPS STATION DISK SET IN THE
 DE7710'TOP OF A 30-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8 M AND
 DE7710'ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.   THE STATION IS 7.8 M SOUTH OF
 DE7710'THE CENTERLINE OF STATE HIGHWAY 167 (MEQUON ROAD), 65 M WEST OF THE
 DE7710'CENTERLINE OF THE SOUTH BOUND LANES OF STATE HIGHWAY 57 (CEDARBURG
 DE7710'ROAD), 33.0 M NORTHEAST OF THE NORTHWEST MASONRY CORNER OF THE BANK
 DE7710'ONE BUILDING, AND 10.2 M EAST-NORTHEAST OF UTILITY POLE --99-0468--.
 DE7710'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DE7710'THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR A UTILITY POLE TO THE
 DE7710'SOUTHWEST EXTENDING TO 32 DEGREES, A TREE TO THE SOUTH-SOUTHWEST
 DE7710'EXTENDING TO 30 DEGREES, A POWER POLE TO THE EAST-SOUTHEAST EXTENDING
 DE7710'TO 25 DEGREES, AND POWER LINES FROM THE EAST TO THE WEST EXTENDING TO
 DE7710'48 DEGREES.
 DE7710
 DE7710                          STATION RECOVERY (2003)
 DE7710
 DE7710'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7710'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 3.9 FEET NORTH OF
 DE7710'THE NORTHERN EDGE OF A SIDEWALK AND 2.4 FEET SOUTH OF THE SOUTHERN
 DE7710'CURB OF THE HIGHWAY 167 TURNING LANE ONTO HIGHWAY 57 SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0431 ***********************************************************************
 OL0431  DESIGNATION -  MEQUON USLS 1953
 OL0431  PID         -  OL0431
 OL0431  STATE/COUNTY-  WI/OZAUKEE
 OL0431  USGS QUAD   -  THIENSVILLE (1976)
 OL0431
 OL0431                         *CURRENT SURVEY CONTROL
 OL0431  ___________________________________________________________________
 OL0431* NAD 83(1991)-  43 12 34.53321(N)    087 53 48.41362(W)     ADJUSTED  
 OL0431* NAVD 88     -       216.     (meters)     709.     (feet)  SCALED    
 OL0431  ___________________________________________________________________
 OL0431  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 OL0431  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 OL0431
 OL0431  HORZ ORDER  -  SECOND
 OL0431
 OL0431.The horizontal coordinates were established by classical geodetic methods
 OL0431.and adjusted by the National Geodetic Survey in November 1991..
 OL0431
 OL0431.The orthometric height was scaled from a topographic map.
 OL0431
 OL0431.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0431
 OL0431.The geoid height was determined by GEOID03.
 OL0431
 OL0431;                    North         East     Units Scale Factor Converg.
 OL0431;SPC WI S     -   136,529.088   770,885.700   MT  0.99993812   +1 26 42.5
 OL0431;SPC WI S     -   447,929.18  2,529,147.50   sFT  0.99993812   +1 26 42.5
 OL0431;UTM  16      - 4,784,480.460   427,153.561   MT  0.99966528   -0 36 50.5
 OL0431
 OL0431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0431!SPC WI S     -   0.99997166  x   0.99993812  =   0.99990978
 OL0431!UTM  16      -   0.99997166  x   0.99966528  =   0.99963695
 OL0431
 OL0431                          SUPERSEDED SURVEY CONTROL
 OL0431
 OL0431  NAD 83(1986)-  43 12 34.52188(N)    087 53 48.42265(W) AD(       ) 2
 OL0431  NAD 27      -  43 12 34.49200(N)    087 53 48.10100(W) AD(       ) 2
 OL0431
 OL0431.Superseded values are not recommended for survey control.
 OL0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0431.See file dsdata.txt to determine how the superseded data were derived.
 OL0431
 OL0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2715484480(NAD 83)
 OL0431_MARKER: Z = SEE DESCRIPTION
 OL0431_SETTING: 0 = UNSPECIFIED SETTING
 OL0431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OL0431
 OL0431  HISTORY     - Date     Condition        Report By
 OL0431  HISTORY     - 1953     MONUMENTED       USLS
 OL0431  HISTORY     - 20031122 MARK NOT FOUND   USPSQD
 OL0431
 OL0431                          STATION DESCRIPTION
 OL0431
 OL0431'DESCRIBED BY US LAKE SURVEY 1953 (ELJ)
 OL0431'THE STATION IS LOCATED ON THE WEST SHORE OF LAKE MICHIGAN, ABOUT 7
 OL0431'MILES SOUTH OF GRAFTON AND 4
 OL0431'MILES EAST OF THIENSVILLE.  IT IS ABOUT 1000 FEET NORTH OF THE
 OL0431'CHALET, A LARGE INN ON THE BLUFF,
 OL0431'218 FEET SOUTH OF AN EAST-WEST FENCE LINE AND 23 FEET WEST OF THE
 OL0431'EDGE OF THE BLUFF.  THE STATION IS A SPIKE
 OL0431'SET IN A CONCRETE POST, MARKED USLS.
 OL0431'
 OL0431'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 167,
 OL0431'(MEQUON ROAD) AND U.S.  HIGHWAY 141
 OL0431'ABOUT 3 MILES EAST OF MEQUON, GO EAST ON HIGHWAY 167 (MEQUON ROAD)
 OL0431'FOR 0.25 MILE TO A RAILROAD
 OL0431'CROSSING, CROSS RAILROAD AND CONTINUE EAST FOR 0.75 MILE TO LAKE
 OL0431'SHORE DRIVE, TURN RIGHT AND GO SOUTH
 OL0431'FOR 0.5 MILE TO A SIDE ROAD LEFT, THE ENTRANCE TO VIRMOND
 OL0431'PARK, TURN LEFT AND GO EAST FOR 0.3 MILE, TURN
 OL0431'RIGHT AND GO SOUTH FOR 0.1 MILE TO A
 OL0431'PARKING LOT, WALK SOUTH FROM THE PARKING LOT ALONG THE EDGE OF
 OL0431'THE BLUFF FOR ABOUT 630 FEET TO THE
 OL0431'STATION AS DESCRIBED.
 OL0431'
 OL0431'A TRAVERSE CONNCETION WAS MADE FROM TRIANGULATION STATION VIRMOND
 OL0431'1953 TO THE CENTER OF THE SPIKE
 OL0431'AND THE DISTANCE IS 632.3 FEET (192.72 METERS).
 OL0431
 OL0431                          STATION RECOVERY (2003)
 OL0431
 OL0431'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OL0431'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0020 ***********************************************************************
 QN0020  DESIGNATION -  MERCER
 QN0020  PID         -  QN0020
 QN0020  STATE/COUNTY-  WI/PRICE
 QN0020  USGS QUAD   -  BRANTWOOD (1979)
 QN0020
 QN0020                         *CURRENT SURVEY CONTROL
 QN0020  ___________________________________________________________________
 QN0020* NAD 83(1991)-  45 33 12.55124(N)    090 03 10.54514(W)     ADJUSTED  
 QN0020* NAVD 88     -       486.206  (meters)    1595.16   (feet)  ADJUSTED  
 QN0020  ___________________________________________________________________
 QN0020  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 QN0020  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 QN0020  DYNAMIC HT  -         486.183 (meters)    1595.09  (feet)  COMP
 QN0020  MODELED GRAV-     980,552.4   (mgal)                       NAVD 88
 QN0020
 QN0020  HORZ ORDER  -  FIRST
 QN0020  VERT ORDER  -  FIRST     CLASS II
 QN0020
 QN0020.The horizontal coordinates were established by classical geodetic methods
 QN0020.and adjusted by the National Geodetic Survey in November 1991..
 QN0020
 QN0020.The orthometric height was determined by differential leveling
 QN0020.and adjusted by the National Geodetic Survey in June 1991..
 QN0020
 QN0020.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0020
 QN0020.The geoid height was determined by GEOID03.
 QN0020
 QN0020.The dynamic height is computed by dividing the NAVD 88
 QN0020.geopotential number by the normal gravity value computed on the
 QN0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0020.degrees latitude (g = 980.6199 gals.).
 QN0020
 QN0020.The modeled gravity was interpolated from observed gravity values.
 QN0020
 QN0020;                    North         East     Units Scale Factor Converg.
 QN0020;SPC WI N     -    42,994.037   595,867.065   MT  1.00000242   -0 02 17.5
 QN0020;SPC WI N     -   141,056.27  1,954,940.53   sFT  1.00000242   -0 02 17.5
 QN0020;SPC WI C     -   191,151.483   595,867.031   MT  1.00001063   -0 02 14.4
 QN0020;SPC WI C     -   627,136.16  1,954,940.42   sFT  1.00001063   -0 02 14.4
 QN0020;UTM  15      - 5,048,663.894   730,025.275   MT  1.00025058   +2 06 17.4
 QN0020;UTM  16      - 5,048,973.023   261,712.389   MT  1.00029816   -2 10 49.9
 QN0020
 QN0020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0020!SPC WI N     -   0.99992861  x   1.00000242  =   0.99993103
 QN0020!SPC WI C     -   0.99992861  x   1.00001063  =   0.99993924
 QN0020!UTM  15      -   0.99992861  x   1.00025058  =   1.00017917
 QN0020!UTM  16      -   0.99992861  x   1.00029816  =   1.00022675
 QN0020
 QN0020:                Primary Azimuth Mark                     Grid Az
 QN0020:SPC WI N     -  CLIFFORD                                 065 49 37.7
 QN0020:SPC WI C     -  CLIFFORD                                 065 49 34.6
 QN0020:UTM  15      -  CLIFFORD                                 063 41 02.8
 QN0020:UTM  16      -  CLIFFORD                                 067 58 10.1
 QN0020
 QN0020|---------------------------------------------------------------------|
 QN0020| PID    Reference Object                     Distance      Geod. Az  |
 QN0020|                                                           dddmmss.s |
 QN0020| QN0021 CLIFFORD                            APPROX. 0.7 KM 0654720.2 |
 QN0020| CJ5735 MERCER RM                            67.660 METERS 07502     |
 QN0020|---------------------------------------------------------------------|
 QN0020
 QN0020                          SUPERSEDED SURVEY CONTROL
 QN0020
 QN0020  NAD 83(1986)-  45 33 12.54679(N)    090 03 10.54117(W) AD(       ) 1
 QN0020  NAD 27      -  45 33 12.63100(N)    090 03 10.03700(W) AD(       ) 1
 QN0020  NGVD 29 (??/??/92)  486.193  (m)         1595.12   (f) ADJ UNCH    1 2
 QN0020
 QN0020.Superseded values are not recommended for survey control.
 QN0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0020.See file dsdata.txt to determine how the superseded data were derived.
 QN0020
 QN0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL3002548664(NAD 83)
 QN0020_MARKER: DS = TRIANGULATION STATION DISK
 QN0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0020_STAMPING: MERCER 1921
 QN0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0020+STABILITY: SURFACE MOTION
 QN0020
 QN0020  HISTORY     - Date     Condition        Report By
 QN0020  HISTORY     - 1921     MONUMENTED       CGS
 QN0020  HISTORY     - 1921     GOOD             CGS
 QN0020  HISTORY     - 1934     GOOD             NGS
 QN0020  HISTORY     - 1952     POOR             CGS
 QN0020  HISTORY     - 1975     MARK NOT FOUND   USGS
 QN0020  HISTORY     - 1985     MARK NOT FOUND   NGS
 QN0020  HISTORY     - 20041012 MARK NOT FOUND   WIDT
 QN0020
 QN0020                          STATION DESCRIPTION
 QN0020
 QN0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0020'STATION IS ABOUT 3/4 MILE W OF CLIFFORD ON THE EXTENSION OF
 QN0020'THE N RAIL FROM THE E AT THE FIRST CURVE W OF CLIFFORD, 65
 QN0020'METERS W OF THE POINT OF TANGENCY OF THE CURVE, 6 METERS
 QN0020'E OF THE RAILWAY CULVERT 182Q, AND 1.815 METERS (6.00 FEET) S OF
 QN0020'THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY.
 QN0020'
 QN0020'SURFACE, UNDEGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 QN0020'SET IN CONCRETE.
 QN0020
 QN0020                          STATION RECOVERY (1921)
 QN0020
 QN0020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921
 QN0020'0.6 MI W FROM CLIFFORD.
 QN0020'0.6 MILE WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QN0020'MARIE RAILROAD FROM CLIFFORD, PRICE COUNTY, AT THE FIRST CURVE
 QN0020'WEST OF CLIFFORD, IN LINE WITH THE NORTH RAIL OF THE EAST TANGENT,
 QN0020'71 YARDS WEST OF THE POINT OF TANGENCY OF THE CURVE, 20 FEET
 QN0020'EAST OF CURVE 182 Q, AND 6 FEET SOUTH OF THE TRACK.  A STANDARD
 QN0020'TRIANGULATION-STATION DISK, STAMPED MERCER 1921 AND SET IN THE
 QN0020'TOP OF A CONCRETE POST.
 QN0020
 QN0020                          STATION RECOVERY (1934)
 QN0020
 QN0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QN0020'RECOVERED IN GOOD CONDITION.
 QN0020
 QN0020                          STATION RECOVERY (1952)
 QN0020
 QN0020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QN0020'STATION MARK RECOVERED AND FOUND TO BE IN A LEANING POSITION.
 QN0020'IT IS LOCATED ABOUT 5.5 FEET S OF S RAIL, 23.7 FEET ENE OF
 QN0020'RAILROAD MILEPOST 182.75, AND ABOUT 1 FOOT BELOW SURFACE OF
 QN0020'GROUND.
 QN0020'
 QN0020'REFERENCE MARK RECOVERED IN GOOD CONDITION.  IT IS ABOUT 2.5
 QN0020'FEET SW OF TELEPHONE POLE AND 30.6 FEET S OF S RAIL.
 QN0020
 QN0020                          STATION RECOVERY (1975)
 QN0020
 QN0020'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 QN0020'MARK NOT FOUND.
 QN0020
 QN0020                          STATION RECOVERY (1985)
 QN0020
 QN0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QN0020'MARK NOT FOUND.
 QN0020
 QN0020                          STATION RECOVERY (2004)
 QN0020
 QN0020'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0479 ***********************************************************************
 RM0479  DESIGNATION -  MERCER
 RM0479  PID         -  RM0479
 RM0479  STATE/COUNTY-  WI/IRON
 RM0479  USGS QUAD   -  MERCER (1981)
 RM0479
 RM0479                         *CURRENT SURVEY CONTROL
 RM0479  ___________________________________________________________________
 RM0479* NAD 83(1991)-  46 09 58.26922(N)    090 05 58.26298(W)     ADJUSTED  
 RM0479* NAVD 88     -       500.841  (meters)    1643.18   (feet)  ADJUSTED  
 RM0479  ___________________________________________________________________
 RM0479  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 RM0479  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 RM0479  DYNAMIC HT  -         500.837 (meters)    1643.16  (feet)  COMP
 RM0479  MODELED GRAV-     980,591.2   (mgal)                       NAVD 88
 RM0479
 RM0479  HORZ ORDER  -  FIRST
 RM0479  VERT ORDER  -  FIRST     CLASS II
 RM0479
 RM0479.The horizontal coordinates were established by classical geodetic methods
 RM0479.and adjusted by the National Geodetic Survey in November 1991..
 RM0479
 RM0479.The orthometric height was determined by differential leveling
 RM0479.and adjusted by the National Geodetic Survey in June 1991..
 RM0479
 RM0479.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0479
 RM0479.The geoid height was determined by GEOID03.
 RM0479
 RM0479.The dynamic height is computed by dividing the NAVD 88
 RM0479.geopotential number by the normal gravity value computed on the
 RM0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0479.degrees latitude (g = 980.6199 gals.).
 RM0479
 RM0479.The modeled gravity was interpolated from observed gravity values.
 RM0479
 RM0479;                    North         East     Units Scale Factor Converg.
 RM0479;SPC WI N     -   111,095.726   592,314.580   MT  0.99994535   -0 04 18.4
 RM0479;SPC WI N     -   364,486.56  1,943,285.42   sFT  0.99994535   -0 04 18.4
 RM0479;UTM  15      - 5,116,602.204   723,913.956   MT  1.00021638   +2 05 35.3
 RM0479
 RM0479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0479!SPC WI N     -   0.99992630  x   0.99994535  =   0.99987166
 RM0479!UTM  15      -   0.99992630  x   1.00021638  =   1.00014267
 RM0479
 RM0479|---------------------------------------------------------------------|
 RM0479| PID    Reference Object                     Distance      Geod. Az  |
 RM0479|                                                           dddmmss.s |
 RM0479| RM0480 MERCER RM 1                          24.962 METERS 00739     |
 RM0479| CJ3318 MERCER AZ MK                                       0784107.2 |
 RM0479| CJ3319 MERCER RM 2                          21.822 METERS 27628     |
 RM0479|---------------------------------------------------------------------|
 RM0479
 RM0479                          SUPERSEDED SURVEY CONTROL
 RM0479
 RM0479  NAD 83(1986)-  46 09 58.26384(N)    090 05 58.25753(W) AD(       ) 1
 RM0479  NAD 27      -  46 09 58.45000(N)    090 05 57.66200(W) AD(       ) 1
 RM0479  NGVD 29 (07/19/86)  500.81   (m)         1643.1    (f) LEVELING    3  
 RM0479
 RM0479.Superseded values are not recommended for survey control.
 RM0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0479.See file dsdata.txt to determine how the superseded data were derived.
 RM0479
 RM0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM2391416602(NAD 83)
 RM0479_MARKER: DS = TRIANGULATION STATION DISK
 RM0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0479_SP_SET: CONCRETE POST
 RM0479_STAMPING: MERCER 1952
 RM0479_MARK LOGO: CGS   
 RM0479_PROJECTION: FLUSH
 RM0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0479+STABILITY: SURFACE MOTION
 RM0479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0479+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2005
 RM0479
 RM0479  HISTORY     - Date     Condition        Report By
 RM0479  HISTORY     - 1952     MONUMENTED       CGS
 RM0479  HISTORY     - 1973     GOOD             USGS
 RM0479  HISTORY     - 1982     GOOD             NGS
 RM0479  HISTORY     - 1990     GOOD             USPSQD
 RM0479  HISTORY     - 20030512 GOOD             USPSQD
 RM0479  HISTORY     - 20041124 GOOD             USPSQD
 RM0479  HISTORY     - 20050912 GOOD             WIDT
 RM0479  HISTORY     - 20050913 GOOD             WIDT
 RM0479
 RM0479                          STATION DESCRIPTION
 RM0479
 RM0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 RM0479'THE STATION IS LOCATED ABOUT 2 MILES WEST OF MERCER, 0.6 MILE
 RM0479'SOUTH OF U.S. HIGHWAY 51, 0.5 MILE EAST OF CRYSTAL LAKE AND
 RM0479'ON A THICKLY WOODED RIDGE ON THE PROPERTY OF MR. JOHN WASSMAN.
 RM0479'
 RM0479'TO REACH THE STATION FROM THE MAIN CROSS STREETS AND THE
 RM0479'REX HOTEL IN MERCER, GO NORTHWEST ON U.S. HIGHWAY 51 FOR 1.6
 RM0479'MILES TO A CROSSROADS AND THE CLUB 51 ON THE LEFT, TURN LEFT,
 RM0479'SOUTHWEST, AND FOLLOW A WINDING PAVED ROAD FOR 1.0 MILE
 RM0479'TO A GRAVELED SIDE ROAD LEFT.  CONTINUE AHEAD ON PAVED ROAD
 RM0479'FOR 0.1 MILE TO THE TOP OF THE GRADE AND THE STATION SITE
 RM0479'ON THE HIGHEST PART OF THE RIDGE TO THE LEFT ABOUT 200 FEET
 RM0479'SOUTHWEST OF THE CENTERLINE OF THE ROAD.
 RM0479'
 RM0479'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RM0479'POST PROJECTING 4 INCHES AND IS STAMPED MERCER 1952.*
 RM0479'
 RM0479'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RM0479'POST PROJECTING 3 INCHES.  IT IS ABOUT 125 FEET SOUTHWEST OF
 RM0479'THE CENTERLINE OF THE ROAD AND THE SAME ELEVATION AS THE
 RM0479'STATION MARK.  IT IS STAMPED MERCER NO 1 1952.
 RM0479'
 RM0479'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE
 RM0479'CONCRETE POST PROJECTING 4 INCHES.  IT IS ABOUT 275 FEET
 RM0479'SOUTHWEST OF THE CENTERLINE OF THE ROAD AND AT STATION ELEVATION.
 RM0479'THE MARK IS STAMPED MERCER NO 2 1952.
 RM0479'
 RM0479'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RM0479'POST PROJECTING 4 INCHES.  IT IS 23 FEET EAST OF THE CENTERLINE
 RM0479'OF THE PAVED ROAD, 100 FEET NORTHEAST OF WHERE THE ROAD MAKES
 RM0479'A CURVE TO THE WEST AND 4 FEET SOUTHWEST OF A WITNESS POST.
 RM0479'THE MARK IS STAMPED MERCER 1952.
 RM0479'
 RM0479'TO REACH THE AZIMUTH MARK FROM THE STATION SITE, GO NORTHEAST
 RM0479'ON THE PAVED ROAD FOR 0.26 MILE TO THE MARK AS DESCRIBED
 RM0479'ON THE RIGHT, EAST, SIDE OF THE ROAD.
 RM0479'
 RM0479'*THE STATION MARK IS 4 FEET NORTH OF A WHITE WITNESS POST.
 RM0479'
 RM0479'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 RM0479
 RM0479                          STATION RECOVERY (1973)
 RM0479
 RM0479'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JDS)
 RM0479'STA. MARK, AND R.M.S O.K., AZ. MK. S.F.N.F.  ANGLES AND
 RM0479'DISTANCES CHECKED O.K.
 RM0479'
 RM0479'DESCRIPTION IS ADEQUATE.
 RM0479
 RM0479                          STATION RECOVERY (1982)
 RM0479
 RM0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RM0479'6.8 KM (4.2 MI) NW FROM MERCER.
 RM0479'2.4 KM (1.5 MI) NORTHWEST ALONG U.S. HIGHWAY 51 FROM THE JUNCTION OF
 RM0479'STATE ROUTE J LEADING EAST IN MERCER, THENCE 1.8 KM (1.1 MI) SOUTHWEST
 RM0479'ALONG COUNTY ROAD FF TO THE HIGHEST POINT OF A RIDGE AND A CLEARED
 RM0479'BUILDING SITE, 61.0 METERS (200.0 FT) SOUTHWEST OF THE CENTER OF AN
 RM0479'ASPHALT ROAD.
 RM0479'THE MARK IS 0.61 METERS  NW FROM A WITNESS POST.
 RM0479'THE MARK IS 6.1 M ABOVE ROAD.
 RM0479
 RM0479                          STATION RECOVERY (1990)
 RM0479
 RM0479'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 RM0479'RECOVERED IN GOOD CONDITION.
 RM0479
 RM0479                          STATION RECOVERY (2003)
 RM0479
 RM0479'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0479'RECOVERED IN GOOD CONDITION.  NOTE-- THE ASPHALT ROAD IN THE 1982
 RM0479'DESCRIPTION IS POPKOS CIRCLE EAST.  FOR EASY ACCESS TO THE STATION,
 RM0479'TURN SOUTH INTO DRIVEWAY AT 3381W CTH FF.  IT IS IN THE LAWN 27 FEET
 RM0479'SOUTH OF A TV ANTENNEA TOWER, 16.5 FEET N-NE OF A PVC SEPTIC PIPE.
 RM0479' 
 RM0479'REFERENCE MARK 1 IS 53 FEET NORTH OF THE TOWER, 16 FEET INTO THE
 RM0479'WOODS.  RM 2 WAS REMOVED FROM CONCRETE POST SO OWNER REMOVED THE
 RM0479'CONCRETE POST.  THE AZIMUTH MARK WAS NOT FOUND.
 RM0479' 
 RM0479'THE WITNESS POST HAS BEEN REMOVED BUT OWNER STATES THAT HE WILL
 RM0479'REPLACE IT NEAR RM 1 IN THE WOODS.
 RM0479
 RM0479                          STATION RECOVERY (2004)
 RM0479
 RM0479'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0479'RECOVERED IN GOOD CONDITION.
 RM0479
 RM0479                          STATION RECOVERY (2005)
 RM0479
 RM0479'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RM0479'RECOVERED IN GOOD CONDITION.  -ADD-THE STATION PROTRUDES 16 CM ABOVE
 RM0479'GROUND.
 RM0479
 RM0479                          STATION RECOVERY (2005)
 RM0479
 RM0479'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RM0479'RECOVERED IN GOOD CONDITION.  -ADD-THE STATION PROTRUDES 16 CM ABOVE
 RM0479'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0662 ***********************************************************************
 RM0662  DESIGNATION -  MERCER LOOKOUT TOWER
 RM0662  PID         -  RM0662
 RM0662  STATE/COUNTY-  WI/IRON
 RM0662  USGS QUAD   -  MERCER (1981)
 RM0662
 RM0662                         *CURRENT SURVEY CONTROL
 RM0662  ___________________________________________________________________
 RM0662* NAD 83(1991)-  46 10 02.05062(N)    090 04 16.53783(W)     ADJUSTED  
 RM0662* NAVD 88     -       495.     (meters)    1624.     (feet)  SCALED    
 RM0662  ___________________________________________________________________
 RM0662  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 RM0662  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 RM0662
 RM0662  HORZ ORDER  -  THIRD
 RM0662
 RM0662.The horizontal coordinates were established by classical geodetic methods
 RM0662.and adjusted by the National Geodetic Survey in November 1991..
 RM0662
 RM0662.The orthometric height was scaled from a topographic map.
 RM0662
 RM0662.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0662
 RM0662.The geoid height was determined by GEOID03.
 RM0662
 RM0662;                    North         East     Units Scale Factor Converg.
 RM0662;SPC WI N     -   111,210.129   594,496.882   MT  0.99994535   -0 03 05.1
 RM0662;SPC WI N     -   364,861.90  1,950,445.19   sFT  0.99994535   -0 03 05.1
 RM0662;UTM  15      - 5,116,799.019   726,090.981   MT  1.00022842   +2 06 48.9
 RM0662;UTM  16      - 5,117,214.947   262,907.184   MT  1.00029108   -2 12 59.5
 RM0662
 RM0662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0662!SPC WI N     -   0.99992722  x   0.99994535  =   0.99987257
 RM0662!UTM  15      -   0.99992722  x   1.00022842  =   1.00015562
 RM0662!UTM  16      -   0.99992722  x   1.00029108  =   1.00021828
 RM0662
 RM0662                          SUPERSEDED SURVEY CONTROL
 RM0662
 RM0662  NAD 83(1986)-  46 10 02.04531(N)    090 04 16.53217(W) AD(       ) 3
 RM0662  NAD 27      -  46 10 02.23100(N)    090 04 15.94100(W) AD(       ) 3
 RM0662
 RM0662.Superseded values are not recommended for survey control.
 RM0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0662.See file dsdata.txt to determine how the superseded data were derived.
 RM0662
 RM0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM2609116799(NAD 83)
 RM0662_MARKER: DD = SURVEY DISK
 RM0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0662_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RM0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0662+STABILITY: SURFACE MOTION
 RM0662_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0662+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2005
 RM0662
 RM0662  HISTORY     - Date     Condition        Report By
 RM0662  HISTORY     - 1952     MONUMENTED       USGS
 RM0662  HISTORY     - 20050913 GOOD             WIDT
 RM0662
 RM0662                          STATION DESCRIPTION
 RM0662
 RM0662'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (LFW)
 RM0662'THE STATION IS LOCATED IN THE NORTHWESTERN PART OF THE TOWN
 RM0662'OF MERCER, THE MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK,
 RM0662'STAMPED MERCER TOWER 1934., SET IN AN 8-INCH SQUARE CONCRETE
 RM0662'POST THAT PROJECTS 6 INCHES.  IT IS LOCATED IN THE CENTER OF
 RM0662'THE BASE OF THE MERCER LOOKOUT TOWER WHICH IS A FOUR LEGGED
 RM0662'STEEL STRUCTURE ABOUT 85 FEET HIGH WITH AN ENCLOSED CAB ON THE
 RM0662'TOP.
 RM0662
 RM0662                          STATION RECOVERY (2005)
 RM0662
 RM0662'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RM0662'RECOVERED IN GOOD CONDITION. -ADD-THE STATION IS 30.5 M SOUTH OF THE
 RM0662'SOUTH EDGE OF THE PARKING LOT TO THE SOUTHERLY STEEL SIDED BUILDING AT
 RM0662'THE RANGER STATION, 3.0 M ABOVE THE PARKING LOT, 0.3 M NORTH OF AN
 RM0662'ORANGE FIBERGLASS WITNESS POST, AND PROTRUDES 22 CM ABOVE GROUND.
 RM0662'-NOTE-NOT RECOMMENDED FOR GPS OBSERVATION, TREE OBSTRUCTIONS TO THE
 RM0662'SOUTH AT 80 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0480 ***********************************************************************
 RM0480  DESIGNATION -  MERCER RM 1
 RM0480  PID         -  RM0480
 RM0480  STATE/COUNTY-  WI/IRON
 RM0480  USGS QUAD   -  MERCER (1981)
 RM0480
 RM0480                         *CURRENT SURVEY CONTROL
 RM0480  ___________________________________________________________________
 RM0480* NAD 83(1986)-  46 09 58.     (N)    090 06 05.     (W)     SCALED    
 RM0480* NAVD 88     -       498.682  (meters)    1636.09   (feet)  ADJUSTED  
 RM0480  ___________________________________________________________________
 RM0480  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 RM0480  DYNAMIC HT  -         498.678 (meters)    1636.08  (feet)  COMP
 RM0480  MODELED GRAV-     980,591.1   (mgal)                       NAVD 88
 RM0480
 RM0480  VERT ORDER  -  FIRST     CLASS II
 RM0480
 RM0480.The horizontal coordinates were scaled from a topographic map and have
 RM0480.an estimated accuracy of +/- 6 seconds.
 RM0480
 RM0480.The orthometric height was determined by differential leveling
 RM0480.and adjusted by the National Geodetic Survey in June 1991..
 RM0480
 RM0480.The geoid height was determined by GEOID03.
 RM0480
 RM0480.The dynamic height is computed by dividing the NAVD 88
 RM0480.geopotential number by the normal gravity value computed on the
 RM0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0480.degrees latitude (g = 980.6199 gals.).
 RM0480
 RM0480.The modeled gravity was interpolated from observed gravity values.
 RM0480
 RM0480;                    North         East    Units  Estimated Accuracy
 RM0480;SPC WI N     -   111,090.      592,170.      MT  (+/- 180 meters Scaled)
 RM0480
 RM0480                          SUPERSEDED SURVEY CONTROL
 RM0480
 RM0480.No superseded survey control is available for this station.
 RM0480
 RM0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM237165(NAD 83)
 RM0480_MARKER: DR = REFERENCE MARK DISK
 RM0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0480_SP_SET: CONCRETE POST
 RM0480_STAMPING: MERCER NO 1 1952
 RM0480_MARK LOGO: CGS   
 RM0480_PROJECTION: FLUSH
 RM0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0480+STABILITY: SURFACE MOTION
 RM0480_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0480+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2005
 RM0480
 RM0480  HISTORY     - Date     Condition        Report By
 RM0480  HISTORY     - 1952     MONUMENTED       CGS
 RM0480  HISTORY     - 1982     GOOD             NGS
 RM0480  HISTORY     - 1990     GOOD             USPSQD
 RM0480  HISTORY     - 20030512 GOOD             USPSQD
 RM0480  HISTORY     - 20041124 GOOD             USPSQD
 RM0480  HISTORY     - 20050912 GOOD             WIDT
 RM0480  HISTORY     - 20050913 GOOD             WIDT
 RM0480
 RM0480                          STATION DESCRIPTION
 RM0480
 RM0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0480'6.8 KM (4.2 MI) NW FROM MERCER.
 RM0480'2.4 KM (1.5 MI) NORTHWEST ALONG U.S. HIGHWAY 51 FROM THE JUNCTION OF
 RM0480'STATE ROUTE J LEADING EAST IN MERCER, THENCE 1.8 KM (1.1 MI) SOUTHWEST
 RM0480'ALONG A TWISTING COUNTY ROAD FF, TO THE HIGHEST POINT OF A RIDGE AND A
 RM0480'CLEARED BUILDING SITE, 38.0 METERS (125.0 FT) SOUTHWEST OF THE CENTER
 RM0480'OF THE ROAD, AND 25.0 METERS (81.9 FT) NORTHWEST OF STATION MERCER.
 RM0480'THE MARK IS 5.5 M ABOVE ROAD.
 RM0480
 RM0480                          STATION RECOVERY (1990)
 RM0480
 RM0480'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 RM0480'RECOVERED IN GOOD CONDITION.
 RM0480
 RM0480                          STATION RECOVERY (2003)
 RM0480
 RM0480'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0480'RECOVERED IN GOOD CONDITION.  NOTE-- THE ASPHALT ROAD IN THE 1982
 RM0480'DESCRIPTION IS POPKOS CIRCLE EAST.  FOR EASY ACCESS TO THE STATION,
 RM0480'TURN SOUTH INTO DRIVEWAY AT 3381W CTH FF.  REFERENCE MARK 1 IS 53 FEET
 RM0480'NORTH OF A TV ANTENNEA TOWER, 16 FEET INTO THE WOODS.  THE WITNESS
 RM0480'POST HAS BEEN REMOVED BUT OWNER STATES THAT HE WILL REPLACE IT NEAR RM
 RM0480'1 IN THE WOODS.
 RM0480
 RM0480                          STATION RECOVERY (2004)
 RM0480
 RM0480'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0480'RECOVERED IN GOOD CONDITION.
 RM0480
 RM0480                          STATION RECOVERY (2005)
 RM0480
 RM0480'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RM0480'RECOVERED IN GOOD CONDITION. -ADD-THE STATION IS 0.4 M SOUTHEAST OF A
 RM0480'WHITE WITNESS SIGN ON A STEEL FENCE POST, AND PROTRUDES 9 CM ABOVE
 RM0480'GROUND.
 RM0480
 RM0480                          STATION RECOVERY (2005)
 RM0480
 RM0480'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RM0480'RECOVERED IN GOOD CONDITION. -ADD-THE STATION IS 0.4 M SOUTHEAST OF A
 RM0480'WHITE WITNESS SIGN ON A STEEL FENCE POST, AND PROTRUDES 9 CM ABOVE
 RM0480'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1002 ***********************************************************************
 OM1002  DESIGNATION -  MERIDIAN DIST STONE
 OM1002  PID         -  OM1002
 OM1002  STATE/COUNTY-  WI/COLUMBIA
 OM1002  USGS QUAD   -  PORTAGE (1984)
 OM1002
 OM1002                         *CURRENT SURVEY CONTROL
 OM1002  ___________________________________________________________________
 OM1002* NAD 83(1991)-  43 32 39.82300(N)    089 27 48.63082(W)     ADJUSTED  
 OM1002* NAVD 88     -       244.     (meters)     801.     (feet)  SCALED    
 OM1002  ___________________________________________________________________
 OM1002  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 OM1002  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 OM1002
 OM1002  HORZ ORDER  -  FIRST
 OM1002
 OM1002.The horizontal coordinates were established by classical geodetic methods
 OM1002.and adjusted by the National Geodetic Survey in November 1991..
 OM1002
 OM1002.The orthometric height was scaled from a topographic map.
 OM1002
 OM1002.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1002
 OM1002.The geoid height was determined by GEOID03.
 OM1002
 OM1002;                    North         East     Units Scale Factor Converg.
 OM1002;SPC WI S     -   171,707.537   643,354.752   MT  0.99993566   +0 22 07.1
 OM1002;SPC WI S     -   563,343.81  2,110,739.72   sFT  0.99993566   +0 22 07.1
 OM1002;UTM  16      - 4,824,220.333   300,982.080   MT  1.00008722   -1 41 51.7
 OM1002
 OM1002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1002!SPC WI S     -   0.99996731  x   0.99993566  =   0.99990297
 OM1002!UTM  16      -   0.99996731  x   1.00008722  =   1.00005453
 OM1002
 OM1002|---------------------------------------------------------------------|
 OM1002| PID    Reference Object                     Distance      Geod. Az  |
 OM1002|                                                           dddmmss.s |
 OM1002| OM1007 PORTAGE WEYENBERG SHOE CO STK       289.903 METERS 02423     |
 OM1002| OM1003 PORTAGE WEYENBERG SHOE CO TK        292.357 METERS 03145     |
 OM1002| OM1006 PORTAGE COLUMBIA CO CTHSE DOME      443.136 METERS 1510107.9 |
 OM1002| OM1010 PORTAGE FIRE DEPARTMENT TOWER       372.060 METERS 16056     |
 OM1002| CI9302 MERIDIAN DIST STONE RM 1            101.383 METERS 17959     |
 OM1002| OM1001 PORTAGE ST MARYS CATH CH SPIRE      APPROX. 0.6 KM 1835048.7 |
 OM1002| OM1123 MAASS                               APPROX. 9.9 KM 2375910.8 |
 OM1002| CI9303 MERIDIAN DIST STONE RM 2             22.891 METERS 23959     |
 OM1002| OM1008 PORTAGE MUNICIPAL TANK              APPROX. 1.2 KM 2484246.8 |
 OM1002| CI9301 MERIDIAN DIST STONE AZ MK                          3284210.6 |
 OM1002|---------------------------------------------------------------------|
 OM1002
 OM1002                          SUPERSEDED SURVEY CONTROL
 OM1002
 OM1002  NAD 83(1986)-  43 32 39.81608(N)    089 27 48.63631(W) AD(       ) 1
 OM1002  NAD 27      -  43 32 39.88800(N)    089 27 48.19800(W) AD(       ) 1
 OM1002
 OM1002.Superseded values are not recommended for survey control.
 OM1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1002.See file dsdata.txt to determine how the superseded data were derived.
 OM1002
 OM1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP0098224220(NAD 83)
 OM1002_MARKER: Z = SEE DESCRIPTION
 OM1002_SETTING: 0 = UNSPECIFIED SETTING
 OM1002
 OM1002  HISTORY     - Date     Condition        Report By
 OM1002  HISTORY     - 1935     MONUMENTED       USGS
 OM1002  HISTORY     - 20041016 MARK NOT FOUND   USPSQD
 OM1002
 OM1002                          STATION DESCRIPTION
 OM1002
 OM1002'DESCRIBED BY US GEOLOGICAL SURVEY 1935 (CAS)
 OM1002'STATION IS A U.S.G.S. MERIDIAN DISTANCE STONE-A METAL PLUG SET IN
 OM1002'A CONCRETE CYLINDER, 35 FEET WEST OF CENTER-LINE OF DE WITT
 OM1002'STREET, 37 FEET NORTHWEST OF FIRE HYDRANT, 57 FEET NORTH OF
 OM1002'CENTER-LINE OF MARION STREET, 1 FOOT WEST OF SIDEWALK, AND 109
 OM1002'FEET NORTHEAST OF NORTHEAST CORNER OF PORTAGE GRADE SCHOOL,
 OM1002'ON LAND BELONGING TO THE DEPT. OF EDUCATION OF THE CITY OF
 OM1002'PORTAGE.  PROJECTS 3 INCHES.
 OM1002'
 OM1002'REFERENCE MARK NO. 2 IS A BRONZE TABLET SET IN CONCRETE.
 OM1002'
 OM1002'R.M. NO. 1 IS A U.S.G.S. MERIDIAN STONE-A COPPER BOLT SET IN
 OM1002'CONCRETE STAMPED 804 PRTG. LOCATED 182 FEET SOUTH BY 8.5 FEET
 OM1002'WEST OF SOUTHEAST CORNER OF PORTAGE GRADE SCHOOL BUILDING,
 OM1002'14 FEET NORTH OF CURB AND 30 FEET NORTH OF CENTER-LINE OF FRANKLIN
 OM1002'STREET 332.62 FEET SOUTHWEST OF STATION MARK.  PROJECTS 6
 OM1002'INCHES.  DISTANCE BETWEEN R.M.S 302.15 FT.
 OM1002'
 OM1002'R.M. NO. 2 A STANDARD U.S.C. AND G.S. REFERENCE MARK SET IN
 OM1002'CONCRETE 10 FEET WEST OF FLAG-POLE, 10 FEET EAST OF DRINKING
 OM1002'FOUNTAIN, 41 FEET NORTHEAST OF NORTHEAST CORNER OF GRADE
 OM1002'SCHOOL BUILDING, AND 78 FEET SOUTH OF SOUTHEAST CORNER OF HIGH
 OM1002'SCHOOL BUILDING.  SET FLUSH.
 OM1002'
 OM1002'AZIMUTH IS A U.S.C. AND G.S. AND STATE SURVEY MARK NO. 557
 OM1002'SET IN CONCRETE SIDEWALK OF DE WITT STREET, 39 FEET NORTH OF
 OM1002'SOLDIERS AND SAILORS MEMORIAL MONUMENT, 9 FEET WEST OF FIRE
 OM1002'HYDRANT, 13 FEET EAST OF 12-INCH ELM TREE, 33 FEET WEST OF
 OM1002'CENTER-LINE OF DE WITT STREET.  APPROXIMATELY 0.1 MILE NORTH OF
 OM1002'STATION.
 OM1002'
 OM1002'A LIGHT 100 FEET ABOVE STATION SHANNAHAN IS VISIBLE AT 77 FEET.
 OM1002'
 OM1002'A LIGHT 100 FEET ABOVE STATION MAASS IS VISIBLE AT 77 FEET.
 OM1002'
 OM1002'A LIGHT 87 FEET ABOVE STATION PORTAGE IS VISIBLE AT 77 FEET.
 OM1002'
 OM1002'HEIGHT OF LIGHT ABOVE STATION MARK - 100 FT.
 OM1002
 OM1002                          STATION RECOVERY (2004)
 OM1002
 OM1002'RECOVERY NOTE BY US POWER SQUADRON 2004
 OM1002'MARK NOT FOUND. COULDN'T FIND ANY OF THE MARKS.  THERE HAS BEEN
 OM1002'CONSTRUCTION AT THE SCHOOL.  BELIEVED TO BE GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0593 ***********************************************************************
 PO0593  DESIGNATION -  MERRI
 PO0593  PID         -  PO0593
 PO0593  STATE/COUNTY-  WI/JACKSON
 PO0593  USGS QUAD   -  MERRILLAN (1984)
 PO0593
 PO0593                         *CURRENT SURVEY CONTROL
 PO0593  ___________________________________________________________________
 PO0593* NAD 83(1991)-  44 28 28.23555(N)    090 51 31.49329(W)     ADJUSTED  
 PO0593* NAVD 88     -       305.2    (meters)    1001.     (feet)  VERTCON   
 PO0593  ___________________________________________________________________
 PO0593  LAPLACE CORR-          -7.08  (seconds)                    DEFLEC99
 PO0593  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 PO0593
 PO0593  HORZ ORDER  -  SECOND
 PO0593
 PO0593.The horizontal coordinates were established by classical geodetic methods
 PO0593.and adjusted by the National Geodetic Survey in March 1999..
 PO0593
 PO0593.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0593
 PO0593.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0593
 PO0593.The geoid height was determined by GEOID03.
 PO0593
 PO0593;                    North         East     Units Scale Factor Converg.
 PO0593;SPC WI C     -    71,607.511   531,678.043   MT  0.99996513   -0 36 21.3
 PO0593;SPC WI C     -   234,932.31  1,744,347.05   sFT  0.99996513   -0 36 21.3
 PO0593;UTM  15      - 4,926,807.763   670,299.643   MT  0.99995667   +1 30 01.8
 PO0593
 PO0593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0593!SPC WI C     -   0.99995726  x   0.99996513  =   0.99992239
 PO0593!UTM  15      -   0.99995726  x   0.99995667  =   0.99991393
 PO0593
 PO0593|---------------------------------------------------------------------|
 PO0593| PID    Reference Object                     Distance      Geod. Az  |
 PO0593|                                                           dddmmss.s |
 PO0593| CJ5736 MERRI RM 1                           33.056 METERS 10039     |
 PO0593| CJ5737 MERRI RM 2                           27.396 METERS 19207     |
 PO0593|---------------------------------------------------------------------|
 PO0593
 PO0593                          SUPERSEDED SURVEY CONTROL
 PO0593
 PO0593  NAD 83(1991)-  44 28 28.23537(N)    090 51 31.49318(W) AD(       ) 2
 PO0593  NAD 83(1986)-  44 28 28.23221(N)    090 51 31.50269(W) AD(       ) 2
 PO0593  NAD 27      -  44 28 28.36113(N)    090 51 30.97395(W) AD(       ) 2
 PO0593  NGVD 29 (07/19/86)  305.2    (m)         1001.     (f) VERT ANG       
 PO0593
 PO0593.Superseded values are not recommended for survey control.
 PO0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0593.See file dsdata.txt to determine how the superseded data were derived.
 PO0593
 PO0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK7030026808(NAD 83)
 PO0593_MARKER: DD = SURVEY DISK
 PO0593_SETTING: 0 = UNSPECIFIED SETTING
 PO0593
 PO0593  HISTORY     - Date     Condition        Report By
 PO0593  HISTORY     - 1967     MONUMENTED       USGS
 PO0593
 PO0593                          STATION DESCRIPTION
 PO0593
 PO0593'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JFS)
 PO0593'STATION IS LOCATED ABOUT 1.8 MI N.-NW. OF MERRILLAN, ON TOP OF
 PO0593'A LOW GRASS KNOLL, ABOUT 0.15 MI W. OF U.S. HWY. 12, IN
 PO0593'NW. QUARTER SEC. 15, T. 23 N., R. 4 W., ON LAND OWNED BY MR. ED
 PO0593'NEUMANN AND JUST W. OF HIS FARM BUILDINGS.
 PO0593'
 PO0593'TO REACH THE STATION FROM THE MERRILLAN POST OFFICE, GO S. 1
 PO0593'BLOCK TO STATE HWY. 95, TURN RIGHT AND GO 1 BLOCK W. ON STATE
 PO0593'HWY. 95 TO JCT. WITH U.S. HWY. 12, TURN RIGHT ON U.S. HWY. 12 AND
 PO0593'GO 1.8 MI N.-NW. TO A GROUP OF FARM BUILDINGS ON THE LEFT, TURN
 PO0593'LEFT ON ENTRANCE RD. TO FARM AND GO 0.15 MI W.-NW. TO A PROMINENT
 PO0593'KNOLL AND STATION ON THE RIGHT.
 PO0593'
 PO0593'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED MERRI
 PO0593'1967 AND CRIMPED ON COPPER WELD RODS DRIVEN ABOUT 7 FT TO REFUSAL
 PO0593'IN SANDSTONE AND SET IN 6 IN. TILE FILLED WITH GRAVEL.  STATION
 PO0593'MARK IS 13 IN. BELOW GROUND SURFACE.  REFERENCE MARKS ARE FLUSH
 PO0593'WITH GROUND.  NO AZIMUTH MARK WAS SET.
 PO0593'
 PO0593'STATION MARK IS 202 FT W. OF NW. COR. OF A LARGE BARN, LARGEST OF
 PO0593'GROUP OF LARGE BUILDINGS, 91 FT W. OF A N.-S. FENCE, 84 FT
 PO0593'N. OF AN E.-W. FENCE AND 135 FT NW. OF A T-FENCE COR. N.
 PO0593'
 PO0593'REFERENCE MARK NO. 1 IS 33.056 M. (108.45 FT) E.-SE. OF STATION,
 PO0593'0.5 FT W. OF A N.-S. FENCE AND 1 FT S. OF A METAL WITNESS POST.
 PO0593'
 PO0593'REFERENCE MARK NO. 2 IS 27.396 M. (89.88 FT) S.-SW. OF STATION,
 PO0593'0.5 FT N. OF AN E.-W. FENCE AND 0.5 FT N. OF A METAL WITNESS POST.
 PO0593'
 PO0593'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0730 ***********************************************************************
 QM0730  DESIGNATION -  MERRILL 2
 QM0730  PID         -  QM0730
 QM0730  STATE/COUNTY-  WI/LINCOLN
 QM0730  USGS QUAD   -  MERRILL (1982)
 QM0730
 QM0730                         *CURRENT SURVEY CONTROL
 QM0730  ___________________________________________________________________
 QM0730* NAD 83(1997)-  45 11 45.46442(N)    089 41 35.19864(W)     ADJUSTED  
 QM0730* NAVD 88     -       407.0    (meters)    1335.     (feet)  VERTCON   
 QM0730  ___________________________________________________________________
 QM0730  X           -      24,115.920 (meters)                     COMP
 QM0730  Y           -  -4,502,364.079 (meters)                     COMP
 QM0730  Z           -   4,502,986.711 (meters)                     COMP
 QM0730  LAPLACE CORR-          -6.94  (seconds)                    DEFLEC99
 QM0730  ELLIP HEIGHT-         373.89  (meters)          (05/03/99) GPS OBS
 QM0730  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 QM0730
 QM0730  HORZ ORDER  -  B
 QM0730  ELLP ORDER  -  THIRD     CLASS II
 QM0730
 QM0730.The horizontal coordinates were established by GPS observations
 QM0730.and adjusted by the National Geodetic Survey in May 1999..
 QM0730.No horizontal observational check was made to the station.
 QM0730
 QM0730.The NAVD 88 height was computed by applying the VERTCON shift value to
 QM0730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QM0730
 QM0730.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0730
 QM0730.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0730
 QM0730.The ellipsoidal height was determined by GPS observations
 QM0730.and is referenced to NAD 83.
 QM0730
 QM0730.The geoid height was determined by GEOID03.
 QM0730
 QM0730;                    North         East     Units Scale Factor Converg.
 QM0730;SPC WI C     -   151,461.580   624,113.512   MT  0.99995626   +0 12 59.5
 QM0730;SPC WI C     -   496,920.20  2,047,612.41   sFT  0.99995626   +0 12 59.5
 QM0730;UTM  16      - 5,008,248.333   288,466.883   MT  1.00015022   -1 54 41.5
 QM0730
 QM0730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0730!SPC WI C     -   0.99994138  x   0.99995626  =   0.99989765
 QM0730!UTM  16      -   0.99994138  x   1.00015022  =   1.00009159
 QM0730
 QM0730|---------------------------------------------------------------------|
 QM0730| PID    Reference Object                     Distance      Geod. Az  |
 QM0730|                                                           dddmmss.s |
 QM0730| QM0797 MERRILL RM 2                         17.928 METERS 09107     |
 QM0730| QM0727 MERRILL ANSON GILKEY HURD TANK      APPROX. 2.6 KM 1421310.1 |
 QM0730| QM0728 MERRILL LINCOLN CO CTHSE DOME       APPROX. 1.8 KM 1561317.0 |
 QM0730| CJ5739 MERRILL AZ MK RESET                                1971841.3 |
 QM0730| QM0729 MERRILL                              21.671 METERS 32209     |
 QM0730| QM0796 MERRILL 2 RM 4                        8.965 METERS 35921     |
 QM0730|---------------------------------------------------------------------|
 QM0730
 QM0730                          SUPERSEDED SURVEY CONTROL
 QM0730
 QM0730  NAD 83(1991)-  45 11 45.46395(N)    089 41 35.19763(W) AD(       ) B
 QM0730  ELLIP H (06/11/91)  373.90   (m)                       GP(       ) 4 1
 QM0730  NAD 83(1986)-  45 11 45.46911(N)    089 41 35.20251(W) AD(       ) 2
 QM0730  NAD 27      -  45 11 45.59368(N)    089 41 34.75584(W) AD(       ) 2
 QM0730  NGVD 29 (06/11/91)  407.1    (m)         1336.     (f) GPS OBS        
 QM0730
 QM0730.Superseded values are not recommended for survey control.
 QM0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0730.See file dsdata.txt to determine how the superseded data were derived.
 QM0730
 QM0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR8846708248(NAD 83)
 QM0730_MARKER: DS = TRIANGULATION STATION DISK
 QM0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0730_SP_SET: CONCRETE POST
 QM0730_STAMPING: MERRILL 2 1970
 QM0730_MARK LOGO: NGS   
 QM0730_MAGNETIC: N = NO MAGNETIC MATERIAL
 QM0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0730+STABILITY: SURFACE MOTION
 QM0730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QM0730+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1999
 QM0730
 QM0730  HISTORY     - Date     Condition        Report By
 QM0730  HISTORY     - 1970     MONUMENTED       NGS
 QM0730  HISTORY     - 1970     GOOD             NGS
 QM0730  HISTORY     - 19900723 GOOD             AEROS
 QM0730  HISTORY     - 19900809 GOOD             NGS
 QM0730  HISTORY     - 19990701 GOOD             NGS
 QM0730  HISTORY     - 20011006 MARK NOT FOUND   USPSQD
 QM0730
 QM0730                          STATION DESCRIPTION
 QM0730
 QM0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 QM0730'THE STATION IS LOCATED 0.25 MILES NORTH OF THE NORTH CITY
 QM0730'LIMITS OF MERRILL, IN THE SOUTHWEST 1/4 OF SEC. 1, T-31-N,
 QM0730'R-6-E, ON ROAD RIGHT-OF-WAY, 69 FEET EAST OF THE CENTERLINE
 QM0730'OF COUNTY ROAD K, 1 FOOT NORTH OF AN EAST-WEST PROPERTY LINE
 QM0730'FENCE, 1 FOOT NORTHWEST OF A METAL WITNESS POST AND 29 FEET
 QM0730'SOUTH OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 5 INCHES
 QM0730'AND THE DISK IS STAMPED MERRILL 2 1970.
 QM0730'
 QM0730'TO REACH THE STATION FROM THE U.S. POST OFFICE IN MERRILL,
 QM0730'GO NORTH ON COUNTY HIGHWAY K FOR 0.65 MILE TO A SIDE STREET
 QM0730'LEFT (TAYLOR STREET).  CONTINUE NORTH ON RD. K FOR 0.25 MILE
 QM0730'TO TOP OF GRADE AND THE STATION ON THE RIGHT.
 QM0730'
 QM0730'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF RD. K AND
 QM0730'TAYLOR STREET, GO WEST ON TAYLOR STREET FOR 0.1 MILE TO THE
 QM0730'MARK ON THE LEFT.
 QM0730'
 QM0730'REFERENCE MARK 2 IS 125 FEET EAST OF THE CENTERLINE OF THE
 QM0730'ROAD, 56 FEET EAST OF A METAL WITNESS POST AND 1 FOOT NORTH OF
 QM0730'THE FENCE.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS
 QM0730'STAMPED MERRILL NO 2 1934.
 QM0730'
 QM0730'REFERENCE MARK 4 IS 69 FEET EAST OF THE CENTERLINE OF THE ROAD,
 QM0730'1 FOOT WEST OF A METAL WITNESS POST AND 29 FEET NORTH OF A
 QM0730'METAL WITNESS POST AND THE FENCE.  THE MONUMENT PROJECTS 3 INCHES
 QM0730'AND THE DISK IS STAMPED MERRILL 2 NO 4 1970.
 QM0730'
 QM0730'THE AZIMUTH MARK IS 30 FEET SOUTH OF THE CENTERLINE OF THE
 QM0730'STREET, 13 FEET NORTHEAST OF A 6 INCH PINE TREE, 1 FOOT EAST
 QM0730'OF A POWER POLE WITH A WITNESS SIGN ATTACHED, 45 FEET EAST
 QM0730'OF THE CENTERLINE OF A DRIVEWAY AND 21 FEET NORTH OF A 10 INCH
 QM0730'HICKORY TREE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 QM0730'STAMPED MERRILL 1934 RESET 1964.
 QM0730'
 QM0730'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QM0730
 QM0730                          STATION RECOVERY (1970)
 QM0730
 QM0730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 QM0730'RECOVERED IN GOOD CONDITION.
 QM0730
 QM0730                          STATION RECOVERY (1990)
 QM0730
 QM0730'RECOVERY NOTE BY AERO SERVICE CORPORATION 1990
 QM0730'THE STATION IS LOCATED 0.25 MILES NORTH OF THE NORTH CITY
 QM0730'LIMITS OF MERRILL, IN THE SOUTHWEST 1/4 OF SEC. 1, T-31-N,
 QM0730'R-6-E, ON ROAD RIGHT-OF-WAY, 69 FEET EAST OF THE CENTERLINE
 QM0730'OF COUNTY ROAD K, 1 FOOT NORTH OF AN EAST-WEST PROPERTY LINE
 QM0730'FENCE, 1 FOOT NORTHWEST OF A METAL WITNESS POST AND 29 FEET
 QM0730'SOUTH OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 5 INCHES
 QM0730'AND THE DISK IS STAMPED MERRILL 2 1970.
 QM0730'TO REACH THE STATION FROM THE U.S. POST OFFICE IN MERRILL,
 QM0730'GO NORTH ON COUNTY HIGHWAY K FOR 0.65 MILE TO A SIDE STREET
 QM0730'LEFT (TAYLOR STREET).  CONTINUE NORTH ON RD. K FOR 0.25 MILE
 QM0730'TO TOP OF GRADE AND THE STATION ON THE RIGHT.
 QM0730
 QM0730                          STATION RECOVERY (1990)
 QM0730
 QM0730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QM0730'THE STATION IS LOCATED ABOUTH 0.40 KM (0.25 MI) NORTH OF THE CITY
 QM0730'LIMITS OF MERRILL AND ON THE EAST SIDE OF COUNTY ROAD K.  OWNERSHIP
 QM0730'WISCONSIN DEPARTMENT OF TRANSPORTATION, P.O. BOX 7916, MADISON, WI
 QM0730'53707, PHONE 608-267-2462.
 QM0730'TO REACH THE STATION FROM THE U.S. POST OFFICE IN MERRILL, LOCATED AT
 QM0730'THE JUNCTION OF U.S. HIGHWAY 64 (SECOND STREET) AND COUNTY ROAD K, GO
 QM0730'NORTH ON COUNTY ROAD K FOR 1.28 KM (0.80 MI) TO THE JUNCTION OF
 QM0730'TAYLOR ROAD ON THE LEFT, CONTINUE AHEAD ON COUNTY ROAD K FOR 0.48 KM
 QM0730'(0.30 MI) TO THE STATION ON THE RIGHT.
 QM0730'THE STATION IS LOCATED 17.7 M (58.1 FT) WEST OF RM 2, 9.0 M (29.5 FT)
 QM0730'SOUTH OF RM 4, 21.3 M (69.9 FT) EAST OF THE CENTER OF THE ROAD, 0.7 M
 QM0730'(2.3 FT) NORTHWEST OF THE NORTHWEST CORNER OF TELEPHONE CABLE
 QM0730'JUNCTION BOR NUMBER 1767-LP2, 1.0 M (3.3 FT) NORTHWEST OF A METAL
 QM0730'SIGN POST (R/W) AND 0.45 M (1.48 FT) SOUTH OF A METAL WITNESS POST.
 QM0730
 QM0730                          STATION RECOVERY (1999)
 QM0730
 QM0730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (DW)
 QM0730'GRAVITY REFERENCE DISK 'MERRIL 1940' IS 462 FEET N65E ACROSS FIELD.
 QM0730
 QM0730                          STATION RECOVERY (2001)
 QM0730
 QM0730'RECOVERY NOTE BY US POWER SQUADRON 2001 (DS)
 QM0730'REFERENCE MARK 2 FOUND - GOOD CONDITION
 QM0730' REFERENCE MARK 4 FOUND - GOOD CONDITION
 QM0730' AZIMUTH MARK FOUND - GOOD CONDITION. IT IS NOW 3' EAST OF NEW POWER
 QM0730'POLE 90886.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0727 ***********************************************************************
 QM0727  DESIGNATION -  MERRILL ANSON GILKEY HURD TANK
 QM0727  PID         -  QM0727
 QM0727  STATE/COUNTY-  WI/LINCOLN
 QM0727  USGS QUAD   -  MERRILL (1982)
 QM0727
 QM0727                         *CURRENT SURVEY CONTROL
 QM0727  ___________________________________________________________________
 QM0727* NAD 83(1991)-  45 10 39.65709(N)    089 40 23.08264(W)     ADJUSTED  
 QM0727* NAVD 88     -                                                        
 QM0727  ___________________________________________________________________
 QM0727  LAPLACE CORR-          -6.43  (seconds)                    DEFLEC99
 QM0727  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 QM0727
 QM0727  HORZ ORDER  -  THIRD
 QM0727
 QM0727.The horizontal coordinates were established by classical geodetic methods
 QM0727.and adjusted by the National Geodetic Survey in November 1991..
 QM0727
 QM0727
 QM0727.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0727
 QM0727.The geoid height was determined by GEOID03.
 QM0727
 QM0727;                    North         East     Units Scale Factor Converg.
 QM0727;SPC WI C     -   149,436.295   625,695.693   MT  0.99995453   +0 13 50.4
 QM0727;SPC WI C     -   490,275.58  2,052,803.29   sFT  0.99995453   +0 13 50.4
 QM0727;UTM  16      - 5,006,165.305   289,973.068   MT  1.00014241   -1 53 48.1
 QM0727
 QM0727                          SUPERSEDED SURVEY CONTROL
 QM0727
 QM0727  NAD 83(1986)-  45 10 39.65918(N)    089 40 23.08481(W) AD(       ) 4
 QM0727  NAD 27      -  45 10 39.78000(N)    089 40 22.64000(W) AD(       ) 3
 QM0727
 QM0727.Superseded values are not recommended for survey control.
 QM0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0727.See file dsdata.txt to determine how the superseded data were derived.
 QM0727
 QM0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR8997306165(NAD 83)
 QM0727_MARKER: 53 = ELEVATED TANK
 QM0727
 QM0727  HISTORY     - Date     Condition        Report By
 QM0727  HISTORY     - 1934     FIRST OBSERVED   CGS
 QM0727  HISTORY     - 20011006 GOOD             USPSQD
 QM0727  HISTORY     - 20030928 GOOD             USPSQD
 QM0727
 QM0727                          STATION DESCRIPTION
 QM0727
 QM0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QM0727'THIS STATION IS THE CENTER OF SILVER TANK IN MERRILL.
 QM0727'THE NAME, ANSON, GILKEY, HURD CO. IS PAINTED ON THE NORTH SIDE
 QM0727'OF THE TANK IN BLACK.  THE TANK IS 90 FEET ABOVE THE GROUND
 QM0727'AND IS TEN FEET IN DIAMETER.  THE FEED PIPE HOUSING IS WOODEN,
 QM0727'PAINTED WHITE.  THE TANK IS SUPPORTED BY 4 LEGS.
 QM0727'
 QM0727'THE TANK IS 50 FEET SOUTH OF FACTORY BUILDING, 100 YARDS
 QM0727'SOUTH OF LOGAN STREET, 200 FEET SOUTH OF CHICAGO, MILWAUKEE,
 QM0727'AND ST. PAUL RAILROAD, 3 BLOCKS SOUTH OF STATE HIGHWAY 64.
 QM0727'THE TANK WAS ERECTED IN 1918.
 QM0727
 QM0727                          STATION RECOVERY (2001)
 QM0727
 QM0727'RECOVERY NOTE BY US POWER SQUADRON 2001 (DS)
 QM0727'ONLY ANSON GILKEY PRINTED ON TANK. FEED PIPE IS PAINTED SILVER.
 QM0727'BUILDINGS ARE NOW SEMCO WINDOW FACTORY.
 QM0727
 QM0727                          STATION RECOVERY (2003)
 QM0727
 QM0727'RECOVERY NOTE BY US POWER SQUADRON 2003 (DS)
 QM0727'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0772 ***********************************************************************
 QM0772  CBN         -  This is a Cooperative Base Network Control Station.
 QM0772  PACS        -  This is a Primary Airport Control Station.
 QM0772  DESIGNATION -  MERRILL GPS
 QM0772  PID         -  QM0772
 QM0772  STATE/COUNTY-  WI/LINCOLN
 QM0772  USGS QUAD   -  MERRILL (1982)
 QM0772
 QM0772                         *CURRENT SURVEY CONTROL
 QM0772  ___________________________________________________________________
 QM0772* NAD 83(1997)-  45 11 46.97533(N)    089 42 16.89254(W)     ADJUSTED  
 QM0772* NAVD 88     -       396.38   (meters)    1300.5    (feet)  GPS OBS   
 QM0772  ___________________________________________________________________
 QM0772  X           -      23,205.612 (meters)                     COMP
 QM0772  Y           -  -4,502,328.184 (meters)                     COMP
 QM0772  Z           -   4,503,011.948 (meters)                     COMP
 QM0772  LAPLACE CORR-          -7.07  (seconds)                    DEFLEC99
 QM0772  ELLIP HEIGHT-         363.13  (meters)          (04/28/99) GPS OBS
 QM0772  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 QM0772
 QM0772  HORZ ORDER  -  A
 QM0772  ELLP ORDER  -  THIRD     CLASS I
 QM0772
 QM0772.This mark is at Merrill Airport (RRL)
 QM0772
 QM0772.The horizontal coordinates were established by GPS observations
 QM0772.and adjusted by the National Geodetic Survey in April 1999..
 QM0772
 QM0772.The orthometric height was determined by GPS observations and a
 QM0772.high-resolution geoid model.
 QM0772
 QM0772.GPS derived orthometric heights for airport stations designated as
 QM0772.PACS or SACS are published to 2 decimal places.  This maintains
 QM0772.centimeter relative accuracy between the PACS and SACS.  It does
 QM0772.not indicate centimeter accuracy relative to other marks which are
 QM0772.part of the NAVD 88 network.
 QM0772
 QM0772.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0772
 QM0772.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0772
 QM0772.The ellipsoidal height was determined by GPS observations
 QM0772.and is referenced to NAD 83.
 QM0772
 QM0772.The geoid height was determined by GEOID03.
 QM0772
 QM0772;                    North         East     Units Scale Factor Converg.
 QM0772;SPC WI C     -   151,504.847   623,203.331   MT  0.99995630   +0 12 30.1
 QM0772;SPC WI C     -   497,062.15  2,044,626.26   sFT  0.99995630   +0 12 30.1
 QM0772;UTM  16      - 5,008,325.383   287,558.758   MT  1.00015495   -1 55 11.2
 QM0772
 QM0772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0772!SPC WI C     -   0.99994307  x   0.99995630  =   0.99989937
 QM0772!UTM  16      -   0.99994307  x   1.00015495  =   1.00009801
 QM0772
 QM0772:                Primary Azimuth Mark                     Grid Az
 QM0772:SPC WI C     -  MERRILL GPS AZ MK                        334 39 59.9
 QM0772:UTM  16      -  MERRILL GPS AZ MK                        336 47 41.2
 QM0772
 QM0772|---------------------------------------------------------------------|
 QM0772| PID    Reference Object                     Distance      Geod. Az  |
 QM0772|                                                           dddmmss.s |
 QM0772| QM0782 MERRILL GPS AZ MK                   479.514 METERS 3345230.0 |
 QM0772|---------------------------------------------------------------------|
 QM0772
 QM0772                          SUPERSEDED SURVEY CONTROL
 QM0772
 QM0772  NAD 83(1991)-  45 11 46.97485(N)    089 42 16.89146(W) AD(       ) B
 QM0772  ELLIP H (06/11/91)  363.13   (m)                       GP(       ) 4 1
 QM0772  NGVD 29 (06/11/91)  396.2    (m)         1300.     (f) GPS OBS        
 QM0772
 QM0772.Superseded values are not recommended for survey control.
 QM0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0772.See file dsdata.txt to determine how the superseded data were derived.
 QM0772
 QM0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR8755908325(NAD 83)
 QM0772_MARKER: DH = HORIZONTAL CONTROL DISK
 QM0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0772_SP_SET: CONCRETE POST
 QM0772_STAMPING: MERRILL GPS 1989
 QM0772_MARK LOGO: NGS   
 QM0772_PROJECTION: FLUSH
 QM0772_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QM0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0772+STABILITY: SURFACE MOTION
 QM0772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QM0772+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2005
 QM0772
 QM0772  HISTORY     - Date     Condition        Report By
 QM0772  HISTORY     - 1989     MONUMENTED       WIHD
 QM0772  HISTORY     - 19900723 GOOD
 QM0772  HISTORY     - 19900814 GOOD
 QM0772  HISTORY     - 19970911 GOOD             WIHD
 QM0772  HISTORY     - 20030822 GOOD             WIDT
 QM0772  HISTORY     - 20050719 GOOD             LDACE
 QM0772
 QM0772                          STATION DESCRIPTION
 QM0772
 QM0772'DESCRIBED BY WI HIGHWAY DEPT 1989
 QM0772'THE STATION IS LOCATED ABOUT 2.9 KM (1.80 MI) NORTHWEST OF MERRIL,
 QM0772'27.13 KM (16.85 MI) NORTH OF WAUSAU, 20.99 KM (13.05 MI) SOUTH OF
 QM0772'IRMA.  OWNERSHIP--MERRILL AIRPORT PROPERTY.  AIRPORT MANAGER, BOB
 QM0772'GEHRING PH. 715-536-8381.
 QM0772'THE STATION IS LOCATED AT THE MERRILL AIRPORT.  TO REACH FROM THE
 QM0772'INTERSECTION OF STATE HIGHWAY BUSINESS 51 AND HILLSIDE DRIVE, GO WEST
 QM0772'FOR 2.58 KM (1.60 MI) ON HILLSIDE DRIVE TO AIRPORT ROAD.  TURN LEFT
 QM0772'AND GO SOUTH FOR 0.16 KM (0.10 MI) ON AIRPORT ROAD TO THE AIRPORT
 QM0772'ENTRANCE.  TURN RIGHT AND GO WEST FOR 0.14 KM (0.10 MI) ACROSS TAXIWAY
 QM0772'TO THE STATION ON THE LEFT.
 QM0772'THE STATION IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED --
 QM0772'MERRILL GPS 1989--, SET INTO THE TOP OF A 40 CM DIAMETER CONCRETE
 QM0772'MONUMENT SET FLUSH WITH THE GROUND.  LOCATED 36.88 M (121.0 FT) EAST
 QM0772'FROM THE EAST EDGE OF THE ASPHALT RUNWAY, 0.91 M (3.0 FT) NORTHEAST
 QM0772'FROM A CARSONITE WITNESS POST, 27.12 M (89.0 FT) WEST FROM THE WEST
 QM0772'SIDE OF THE NORTH HANGER BUILDING.
 QM0772
 QM0772                          STATION RECOVERY (1990)
 QM0772
 QM0772'RECOVERED 1990
 QM0772'RECOVERED IN GOOD CONDITION.
 QM0772
 QM0772                          STATION RECOVERY (1990)
 QM0772
 QM0772'RECOVERED 1990
 QM0772'RECOVERED IN GOOD CONDITION.
 QM0772
 QM0772                          STATION RECOVERY (1997)
 QM0772
 QM0772'RECOVERY NOTE BY WI HIGHWAY DEPT 1997 (CSM)
 QM0772'NOTE--THIS STATION IS THE PRIMARY AIRPORT CONTROL (PAC) STATION FOR
 QM0772'THE MERRILL MUNICIPAL (RRL) AIRPORT.  THE STATION IS LOCATED ABOUT
 QM0772'53.11 KM (33.00 MI) SOUTH-SOUTHWEST OF RHINELANDER, 27.36 KM (17.00
 QM0772'MI) NORTH OF WAUSAU, AND 1.61 KM (1.00 MI) NORTHWEST OF MERRILL NEAR
 QM0772'THE SOUTH END OF RUNWAY 16/34 AT THE MERRILL MUNICIPAL AIRPORT.
 QM0772'OWNERSHIP--CITY OF MERRILL.  THE AIRPORT MANAGER IS ROBERT GEHRING,
 QM0772'TELEPHONE 715 536-2842.  TO REACH THE STATION FROM THE BUSINESS US
 QM0772'HIGHWAY 51 BRIDGE OVER US HIGHWAY 51 ABOUT 3.22 KM (2.00 MI)
 QM0772'NORTH-NORTHEAST OF THE CITY OF MERRILL MERRILL, GO SOUTH 0.64 KM (0.40
 QM0772'MI) ON BUSINESS US HIGHWAY 51 TO POPE ROAD (EAST) AND HILLSIDE DRIVE
 QM0772'(WEST) , TURN RIGHT AND GO WEST 2.43 KM (1.50 MI) ON HILLSIDE DRIVE TO
 QM0772'AIRPORT ROAD, TURN LEFT AND GO SOUTH 1.0 KM (0.60 MI) ON AIRPORT ROAD
 QM0772'TO THE MAIN ENTRANCE ROAD (THIRD ENTRANCE) TO THE MERRILL MUNICIPAL
 QM0772'AIRPORT, TURN RIGHT AND GO WEST ABOUT 50 M (164.0 FT) PASSING THE
 QM0772'AIRPORT BEACON ON THE RIGHT AND A HANGER ON THE LEFT TO THE APRON,
 QM0772'ANGLE LEFT AND GO SOUTHWEST ABOUT 80 M (262.5 FT) ACROSS THE APRON TO
 QM0772'WHERE THE APRON MEETS A TAXIWAY AND A GALVANIZED-STEEL HANGER IS ON
 QM0772'THE LEFT, ANGLE LEFT AND GO SOUTH 60 M (196.8 FT) ALONG THE WEST SIDE
 QM0772'OF THE GALVANIZED-STEEL HANGER TO THE SOUTH END OF A BITUMINOUS APRON
 QM0772'AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE NGS HORIZONTAL
 QM0772'CONTROL MARKER DISK SET IN THE TOP OF A 40-CM (16-INCH) DIAMETER
 QM0772'CONCRETE POST FLUSH WITH THE GROUND. THE STATION IS 59.6 M (195.5 FT)
 QM0772'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE EAST/WEST TAXIWAY, 48.4 M
 QM0772'(158.8 FT) EAST-NORTHEAST OF THE CENTERLINE OF RUNWAY 16/34, 44.8 M
 QM0772'(147.0 FT) SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF THE
 QM0772'GALVANIZED-STEEL HANGER, 27.5 M (90.2 FT) WEST-SOUTHWEST OF THE
 QM0772'SOUTHWEST CORNER OF THE GALVANIZED-STEEL HANGER, 28.0 M (91.9 FT)
 QM0772'WEST-SOUTHWEST OF THE NORTHWEST CORNER OF A SILVER-COLORED PLYWOOD
 QM0772'HANGER, 42.7 M (140.1 FT) WEST-NORTHWEST OF THE SOUTHWEST CORNER OF A
 QM0772'GRAY-COLORED LAP-SIDED HANGER, 10.8 M (35.4 FT) WEST-SOUTHWEST OF THE
 QM0772'SOUTHWEST CORNER OF THE BITUMINOUS APRON, 0.85 M (2.79 FT) NORTH OF AN
 QM0772'ORANGE FIBERGLASS WITNESS POST, AND 0.90 M (2.95 FT) NORTH OF A WHITE
 QM0772'PLASTIC WITNESS POST.
 QM0772
 QM0772                          STATION RECOVERY (2003)
 QM0772
 QM0772'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (GRS)
 QM0772'RECOVERED IN GOOD CONDITION.
 QM0772
 QM0772                          STATION RECOVERY (2005)
 QM0772
 QM0772'RECOVERY NOTE BY LOUISVILLE DISTRICT USE 2005 (GKS)
 QM0772'DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0782 ***********************************************************************
 QM0782  DESIGNATION -  MERRILL GPS AZ MK
 QM0782  PID         -  QM0782
 QM0782  STATE/COUNTY-  WI/LINCOLN
 QM0782  USGS QUAD   -  MERRILL (1982)
 QM0782
 QM0782                         *CURRENT SURVEY CONTROL
 QM0782  ___________________________________________________________________
 QM0782* NAD 83(1997)-  45 12 01.03839(N)    089 42 26.22105(W)     ADJUSTED  
 QM0782* NAVD 88     -       397.1    (meters)    1303.     (feet)  VERTCON   
 QM0782  ___________________________________________________________________
 QM0782  X           -      23,000.419 (meters)                     COMP
 QM0782  Y           -  -4,502,021.727 (meters)                     COMP
 QM0782  Z           -   4,503,318.445 (meters)                     COMP
 QM0782  LAPLACE CORR-          -7.06  (seconds)                    DEFLEC99
 QM0782  ELLIP HEIGHT-         363.92  (meters)          (09/30/02) GPS OBS
 QM0782  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 QM0782
 QM0782  HORZ ORDER  -  FIRST
 QM0782  ELLP ORDER  -  FOURTH    CLASS I
 QM0782
 QM0782.This mark is at Merrill Airport (RRL)
 QM0782
 QM0782.The horizontal coordinates were established by GPS observations
 QM0782.and adjusted by the National Geodetic Survey in September 2002..
 QM0782
 QM0782.The NAVD 88 height was computed by applying the VERTCON shift value to
 QM0782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QM0782
 QM0782.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0782
 QM0782.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0782
 QM0782.The ellipsoidal height was determined by GPS observations
 QM0782.and is referenced to NAD 83.
 QM0782
 QM0782.The geoid height was determined by GEOID03.
 QM0782
 QM0782;                    North         East     Units Scale Factor Converg.
 QM0782;SPC WI C     -   151,938.229   622,998.163   MT  0.99995668   +0 12 23.5
 QM0782;SPC WI C     -   498,484.01  2,043,953.14   sFT  0.99995668   +0 12 23.5
 QM0782;UTM  16      - 5,008,766.173   287,369.788   MT  1.00015594   -1 55 18.2
 QM0782
 QM0782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0782!SPC WI C     -   0.99994295  x   0.99995668  =   0.99989963
 QM0782!UTM  16      -   0.99994295  x   1.00015594  =   1.00009888
 QM0782
 QM0782:                Primary Azimuth Mark                     Grid Az
 QM0782:SPC WI C     -  MERRILL GPS                              154 39 59.9
 QM0782:UTM  16      -  MERRILL GPS                              156 47 41.6
 QM0782
 QM0782|---------------------------------------------------------------------|
 QM0782| PID    Reference Object                     Distance      Geod. Az  |
 QM0782|                                                           dddmmss.s |
 QM0782| QM0772 MERRILL GPS                         479.514 METERS 1545223.4 |
 QM0782|---------------------------------------------------------------------|
 QM0782
 QM0782                          SUPERSEDED SURVEY CONTROL
 QM0782
 QM0782  NAD 83(1991)-  45 12 01.03755(N)    089 42 26.21947(W) AD(       ) 1
 QM0782  ELLIP H (08/19/91)  363.91   (m)                       GP(       ) 4 1
 QM0782  NGVD 29 (08/19/91)  397.1    (m)         1303.     (f) GPS OBS        
 QM0782
 QM0782.Superseded values are not recommended for survey control.
 QM0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0782.See file dsdata.txt to determine how the superseded data were derived.
 QM0782
 QM0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR8737008766(NAD 83)
 QM0782_MARKER: DZ = AZIMUTH MARK DISK
 QM0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0782_SP_SET: CONCRETE POST
 QM0782_STAMPING: MERRILL GPS 1989
 QM0782_MARK LOGO: NGS   
 QM0782_MAGNETIC: N = NO MAGNETIC MATERIAL
 QM0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0782+STABILITY: SURFACE MOTION
 QM0782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QM0782+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2003
 QM0782
 QM0782  HISTORY     - Date     Condition        Report By
 QM0782  HISTORY     - 1989     MONUMENTED       NGS
 QM0782  HISTORY     - 19900814 GOOD
 QM0782  HISTORY     - 20030822 GOOD             WIDT
 QM0782
 QM0782                          STATION DESCRIPTION
 QM0782
 QM0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 QM0782'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) NORTHWEST OF MERRILL, AT
 QM0782'THE MERRILL MUNICIPAL AIRPORT AND IN A GRASSY AREA SOUTHWEST OF THE
 QM0782'TAXIWAY.  OWNERSHIP--CITY OF MERRILL, RT. 7, BOX 49, MERRILL, WI
 QM0782'54452, PHONE 715-536-8381, AIRPORT MANAGER IS BOB GEHRING, PHONE
 QM0782'715-536-2842.
 QM0782'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 64 AND 51
 QM0782'(BUSINESS ROUTE) AT THE LINCOLN COUNTY COURTHOUSE SQUARE IN MERRILL,
 QM0782'GO EAST ON STATE HIGHWAY 64 FOR 0.88 KM (0.55 MI) TO THE JUNCTION OF
 QM0782'COUNTY ROAD K (PIER STREET) AND THE POST OFFICE ON THE RIGHT, TURN
 QM0782'RIGHT, NORTH, ON COUNTY ROAD K FOR 1.28 KM (0.80 MI) TO THE JUNCTION
 QM0782'OF TAYLOR ROAD ON THE LEFT, TURN LEFT, WEST, ON TAYLOR ROAD FOR 0.8
 QM0782'KM (0.5 MI) TO THE JUNCTION OF AIRPORT ROAD ON THE RIGHT, TURN RIGHT,
 QM0782'NORTH, ON AIRPORT ROAD FOR 0.64 KM (0.40 MI) TO THE AIRPORT ENTRANCE
 QM0782'ROAD ON THE LEFT.  TURN LEFT, WESTERLY, ONTO THE ENTRANCE ROAD TO THE
 QM0782'APRON, TURN RIGHT, NORTHWESTERLY, ACROSS THE APRON TO THE JUNCTION OF
 QM0782'THE TAXIWAY, GO NORTHWEST ALONG THE TAXIWAY TO THE STOP LINE FOR
 QM0782'RUNWAY 25 AND THE STATION ON THE LEFT.
 QM0782'THE STATION IS LOCATED 42.9 M (140.7 FT) SOUTHEAST OF THE CENTER OF
 QM0782'RUNWAY 25, 26.9 M (88.3 FT) SOUTHWEST OF THE CENTER OF THE TAXIWAY
 QM0782'AND 0.9 M (3.0 FT) NORTHEAST OF A FIBERGLASS WITNESS POST.
 QM0782
 QM0782                          STATION RECOVERY (1990)
 QM0782
 QM0782'RECOVERED 1990
 QM0782'RECOVERED IN GOOD CONDITION.
 QM0782
 QM0782                          STATION RECOVERY (2003)
 QM0782
 QM0782'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (GRS)
 QM0782'RECOVERED IN GOOD CONDITION.  REFERENCED TAXIWAY HAS BEEN MOVED TO THE
 QM0782'EAST-NORTHEAST DURING LENGTHENING OF RUNWAY 07-25.  THE STATION IS 100
 QM0782'FEET EAST-NORTHEAST OF THE CENTERLINE OF RUNWAY 16-34.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0728 ***********************************************************************
 QM0728  DESIGNATION -  MERRILL LINCOLN CO CTHSE DOME
 QM0728  PID         -  QM0728
 QM0728  STATE/COUNTY-  WI/LINCOLN
 QM0728  USGS QUAD   -  MERRILL (1982)
 QM0728
 QM0728                         *CURRENT SURVEY CONTROL
 QM0728  ___________________________________________________________________
 QM0728* NAD 83(1991)-  45 10 51.78290(N)    089 41 01.75479(W)     ADJUSTED  
 QM0728* NAVD 88     -                                                        
 QM0728  ___________________________________________________________________
 QM0728  LAPLACE CORR-          -6.63  (seconds)                    DEFLEC99
 QM0728  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 QM0728
 QM0728  HORZ ORDER  -  THIRD
 QM0728
 QM0728.The horizontal coordinates were established by classical geodetic methods
 QM0728.and adjusted by the National Geodetic Survey in November 1991..
 QM0728
 QM0728
 QM0728.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0728
 QM0728.The geoid height was determined by GEOID03.
 QM0728
 QM0728;                    North         East     Units Scale Factor Converg.
 QM0728;SPC WI C     -   149,807.267   624,849.909   MT  0.99995484   +0 13 23.1
 QM0728;SPC WI C     -   491,492.68  2,050,028.41   sFT  0.99995484   +0 13 23.1
 QM0728;UTM  16      - 5,006,567.494   289,141.481   MT  1.00014672   -1 54 16.0
 QM0728
 QM0728                          SUPERSEDED SURVEY CONTROL
 QM0728
 QM0728  NAD 83(1986)-  45 10 51.78545(N)    089 41 01.75815(W) AD(       ) 4
 QM0728  NAD 27      -  45 10 51.91000(N)    089 41 01.31000(W) AD(       ) 3
 QM0728
 QM0728.Superseded values are not recommended for survey control.
 QM0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0728.See file dsdata.txt to determine how the superseded data were derived.
 QM0728
 QM0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR8914106567(NAD 83)
 QM0728_MARKER: 87 = DOME
 QM0728
 QM0728  HISTORY     - Date     Condition        Report By
 QM0728  HISTORY     - 1934     FIRST OBSERVED   CGS
 QM0728  HISTORY     - 20011006 GOOD             USPSQD
 QM0728  HISTORY     - 20030928 GOOD             USPSQD
 QM0728
 QM0728                          STATION DESCRIPTION
 QM0728
 QM0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QM0728'THIS STATION IS THE CENTER OF DOME ON LINCOLN COUNTY
 QM0728'COURTHOUSE IN MERRILL.  THE DOME SURMOUNTS A CLOCK TOWER,
 QM0728'WHICH IS BRICK WITH CONCRETE TRIMMINGS.  THE CLOCK TOWER IS
 QM0728'SQUARE, HAS AN OPEN WINDOW ON EACH SIDE, AND EACH WINDOW
 QM0728'HAS A CLOCK ABOVE IT.  A 15-FOOT FLAGPOLE, WITH GOLD BALL
 QM0728'ON TOP, PROJECTS FROM THE CENTER OF THE DOME.  THE DOME IS
 QM0728'100 FEET ABOVE THE GROUND.
 QM0728'
 QM0728'THE COURTHOUSE IS A LARGE RED BRICK BUILDING IN CENTER OF
 QM0728'BLOCK IMMEDIATELY TO THE NORTHWEST OF THE INTERSECTION OF
 QM0728'STATE HIGHWAYS 64 AND 91 WITH U.S. HIGHWAY 51, AND IS NORTHEAST
 QM0728'OF INTERSECTION OF EAST MAIN AND COURT STREETS.  THE BUILDING
 QM0728'WAS ERECTED IN 1901.
 QM0728
 QM0728                          STATION RECOVERY (2001)
 QM0728
 QM0728'RECOVERY NOTE BY US POWER SQUADRON 2001 (DS)
 QM0728'RECOVERED IN GOOD CONDITION.
 QM0728
 QM0728                          STATION RECOVERY (2003)
 QM0728
 QM0728'RECOVERY NOTE BY US POWER SQUADRON 2003 (DS)
 QM0728'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0122 ***********************************************************************
 PO0122  DESIGNATION -  MERRILLAN
 PO0122  PID         -  PO0122
 PO0122  STATE/COUNTY-  WI/JACKSON
 PO0122  USGS QUAD   -  MERRILLAN (1984)
 PO0122
 PO0122                         *CURRENT SURVEY CONTROL
 PO0122  ___________________________________________________________________
 PO0122* NAD 83(1986)-  44 27 14.     (N)    090 50 28.     (W)     SCALED    
 PO0122* NAVD 88     -       285.683  (meters)     937.28   (feet)  ADJUSTED  
 PO0122  ___________________________________________________________________
 PO0122  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 PO0122  DYNAMIC HT  -         285.639 (meters)     937.13  (feet)  COMP
 PO0122  MODELED GRAV-     980,459.1   (mgal)                       NAVD 88
 PO0122
 PO0122  VERT ORDER  -  SECOND    CLASS 0
 PO0122
 PO0122.The horizontal coordinates were scaled from a topographic map and have
 PO0122.an estimated accuracy of +/- 6 seconds.
 PO0122
 PO0122.The orthometric height was determined by differential leveling
 PO0122.and adjusted by the National Geodetic Survey in June 1991..
 PO0122
 PO0122.The geoid height was determined by GEOID03.
 PO0122
 PO0122.The dynamic height is computed by dividing the NAVD 88
 PO0122.geopotential number by the normal gravity value computed on the
 PO0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0122.degrees latitude (g = 980.6199 gals.).
 PO0122
 PO0122.The modeled gravity was interpolated from observed gravity values.
 PO0122
 PO0122;                    North         East    Units  Estimated Accuracy
 PO0122;SPC WI C     -    69,300.      533,060.      MT  (+/- 180 meters Scaled)
 PO0122
 PO0122                          SUPERSEDED SURVEY CONTROL
 PO0122
 PO0122  NGVD 29 (??/??/92)  285.685  (m)          937.28   (f) ADJ UNCH    2 0
 PO0122
 PO0122.Superseded values are not recommended for survey control.
 PO0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0122.See file dsdata.txt to determine how the superseded data were derived.
 PO0122
 PO0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK717245(NAD 83)
 PO0122_MARKER: DB = BENCH MARK DISK
 PO0122_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PO0122_SP_SET: STEP
 PO0122_STAMPING: MERRILLAN 1934
 PO0122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PO0122
 PO0122  HISTORY     - Date     Condition        Report By
 PO0122  HISTORY     - 1934     MONUMENTED       CGS
 PO0122
 PO0122                          STATION DESCRIPTION
 PO0122
 PO0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PO0122'IN MERRILLAN.
 PO0122'AT MERRILLAN, JACKSON COUNTY, AT THE CHICAGO AND NORTH WESTERN
 PO0122'RAILWAY STATION, AT THE NORTH ENTRANCE, IN THE SOUTHEAST
 PO0122'CORNER OF THE FIRST STEP, AND 18 FEET SOUTH OF THE CENTER LINE
 PO0122'OF THE MAIN TRACK.  A STANDARD DISK, STAMPED MERRILLAN 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0594 ***********************************************************************
 PO0594  DESIGNATION -  MERRILLAN MUNICIPAL TANK
 PO0594  PID         -  PO0594
 PO0594  STATE/COUNTY-  WI/JACKSON
 PO0594  USGS QUAD   -  MERRILLAN (1984)
 PO0594
 PO0594                         *CURRENT SURVEY CONTROL
 PO0594  ___________________________________________________________________
 PO0594* NAD 83(1991)-  44 27 03.55531(N)    090 50 24.62397(W)     ADJUSTED  
 PO0594* NAVD 88     -       313.9    (meters)    1030.     (feet)  VERTCON   
 PO0594  ___________________________________________________________________
 PO0594  LAPLACE CORR-          -7.31  (seconds)                    DEFLEC99
 PO0594  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 PO0594
 PO0594  HORZ ORDER  -  THIRD
 PO0594
 PO0594.The horizontal coordinates were established by classical geodetic methods
 PO0594.and adjusted by the National Geodetic Survey in March 1999..
 PO0594
 PO0594.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0594
 PO0594.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0594
 PO0594.The geoid height was determined by GEOID03.
 PO0594
 PO0594;                    North         East     Units Scale Factor Converg.
 PO0594;SPC WI C     -    68,978.452   533,128.759   MT  0.99996807   -0 35 34.1
 PO0594;SPC WI C     -   226,306.80  1,749,106.60   sFT  0.99996807   -0 35 34.1
 PO0594;UTM  15      - 4,924,233.810   671,845.984   MT  0.99996318   +1 30 46.4
 PO0594
 PO0594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0594!SPC WI C     -   0.99995591  x   0.99996807  =   0.99992398
 PO0594!UTM  15      -   0.99995591  x   0.99996318  =   0.99991909
 PO0594
 PO0594                          SUPERSEDED SURVEY CONTROL
 PO0594
 PO0594  NAD 83(1991)-  44 27 03.55491(N)    090 50 24.62368(W) AD(       ) 4
 PO0594  NAD 83(1986)-  44 27 03.55154(N)    090 50 24.63279(W) AD(       ) 4
 PO0594  NAD 27      -  44 27 03.68287(N)    090 50 24.10764(W) AD(       ) 3
 PO0594  NGVD 29 (07/19/86)  313.9    (m)         1030.     (f) VERT ANG       
 PO0594
 PO0594.Superseded values are not recommended for survey control.
 PO0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0594.See file dsdata.txt to determine how the superseded data were derived.
 PO0594
 PO0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK7184624234(NAD 83)
 PO0594_MARKER: 53 = ELEVATED TANK
 PO0594
 PO0594  HISTORY     - Date     Condition        Report By
 PO0594  HISTORY     - 1934     FIRST OBSERVED   USGS
 PO0594  HISTORY     - 1967     GOOD             USGS
 PO0594
 PO0594                          STATION DESCRIPTION
 PO0594
 PO0594'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (DLH)
 PO0594'THE TANK IS A METAL CYLINDRICAL STRUCTURE MOUNTED ON A 4-LEGGED
 PO0594'METAL TOWER WITH A GALVANIZED SQUARE METAL BOXING INSULATING THE
 PO0594'CENTER STANDPIPE.  THE TANK IS ABOUT 100 FT HIGH, IS PAINTED
 PO0594'SILVER COLOR, AND IS IN THE SE. PART OF THE VILLAGE.
 PO0594'
 PO0594'THE WATER TANK IS 140 FT S. OF THE CENTER OF EAST PEARL STREET,
 PO0594'AND 47 FT W. OF THE CENTER OF HAMMOND STREET.
 PO0594'
 PO0594'TO REACH THE STATION FROM MERRILLAN POST OFFICE, GO ONE-HALF
 PO0594'BLOCK S., ONE BLOCK E., AND ONE-HALF BLOCK S. TO THE BASE OF
 PO0594'THE TOWER AND TO THE STATION.
 PO0594'
 PO0594'THE WATER TANK IS AN INTERSECTED STATION POINTING TO THE CENTER
 PO0594'OF THE BALL AT THE TOP OF THE TANK.
 PO0594'
 PO0594'THE TANK WAS INTERSECTED BY USGS IN 1967 FROM STATIONS ALMA AND
 PO0594'MERRI.
 PO0594'
 PO0594'THE TANK WAS INTERSECTED BY USC AND GS IN 1934 FROM STATION
 PO0594'BRUCE.
 PO0594'
 PO0594'THE WATER TANK WAS NOT VISIBLE FROM STATION BRUCE IN 1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1139 ***********************************************************************
 OM1139  DESIGNATION -  MERRIMAC
 OM1139  PID         -  OM1139
 OM1139  STATE/COUNTY-  WI/SAUK
 OM1139  USGS QUAD   -  BARABOO (1981)
 OM1139
 OM1139                         *CURRENT SURVEY CONTROL
 OM1139  ___________________________________________________________________
 OM1139* NAD 83(1991)-  43 25 40.23144(N)    089 39 14.91854(W)     ADJUSTED  
 OM1139* NAVD 88     -       482.     (meters)    1581.     (feet)  SCALED    
 OM1139  ___________________________________________________________________
 OM1139  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 OM1139  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 OM1139
 OM1139  HORZ ORDER  -  FIRST
 OM1139
 OM1139.The horizontal coordinates were established by classical geodetic methods
 OM1139.and adjusted by the National Geodetic Survey in November 1991..
 OM1139
 OM1139.The orthometric height was scaled from a topographic map.
 OM1139
 OM1139.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1139
 OM1139.The geoid height was determined by GEOID03.
 OM1139
 OM1139;                    North         East     Units Scale Factor Converg.
 OM1139;SPC WI S     -   158,677.680   628,003.004   MT  0.99993265   +0 14 15.5
 OM1139;SPC WI S     -   520,595.02  2,060,373.19   sFT  0.99993265   +0 14 15.5
 OM1139;UTM  16      - 4,811,749.610   285,167.813   MT  1.00016775   -1 49 30.9
 OM1139
 OM1139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1139!SPC WI S     -   0.99992993  x   0.99993265  =   0.99986258
 OM1139!UTM  16      -   0.99992993  x   1.00016775  =   1.00009767
 OM1139
 OM1139|---------------------------------------------------------------------|
 OM1139| PID    Reference Object                     Distance      Geod. Az  |
 OM1139|                                                           dddmmss.s |
 OM1139| CI9305 MERRIMAC RM 1                        12.417 METERS 01720     |
 OM1139| OM1140 RADIO STATION WWCF FM MAST            5.830 METERS 16323     |
 OM1139| CI9304 MERRIMAC AZ MK                                     2474255.4 |
 OM1139| CI9307 MERRIMAC RM 3                        20.358 METERS 24850     |
 OM1139| CI9306 MERRIMAC RM 2                        12.204 METERS 30536     |
 OM1139| OM1191 NEWPORT NORWEGIAN EVAN LUTH CH      APPROX.19.2 KM 3490557.1 |
 OM1139|---------------------------------------------------------------------|
 OM1139
 OM1139                          SUPERSEDED SURVEY CONTROL
 OM1139
 OM1139  NAD 83(1986)-  43 25 40.22419(N)    089 39 14.92383(W) AD(       ) 1
 OM1139  NAD 27      -  43 25 40.28100(N)    089 39 14.48200(W) AD(       ) 1
 OM1139
 OM1139.Superseded values are not recommended for survey control.
 OM1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1139.See file dsdata.txt to determine how the superseded data were derived.
 OM1139
 OM1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP8516811750(NAD 83)
 OM1139_MARKER: DS = TRIANGULATION STATION DISK
 OM1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1139
 OM1139  HISTORY     - Date     Condition        Report By
 OM1139  HISTORY     - 1935     MONUMENTED       CGS
 OM1139  HISTORY     - 1958     GOOD             CGS
 OM1139
 OM1139                          STATION DESCRIPTION
 OM1139
 OM1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 OM1139'THIS STATION IS ABOUT 5-1/2 MILES AIRLINE SOUTHEAST OF BARABOO
 OM1139'AND ABOUT 4 MILES NORTH OF THE WISCONSIN RIVER.  ON LAND
 OM1139'OWNED BY MRS. FITZSIMMONS OF BARABOO.  IN SEC. 15 T 11 N R 7 E.
 OM1139'THE STATION MARK IS ON THE HIGHEAST GROUND IN THE VICINITY
 OM1139'IN OPEN AREA.  ABOUT 200 FEET SOUTH OF WOODLAND.  ABOUT 300
 OM1139'FEET NORTHEAST OF WOODLAND.  ABOUT 200 FEET WEST OF WOODS
 OM1139'ROAD.  47 FEET NORTHWEST OF THE NORTHWEST EDGE OF SHORT
 OM1139'GULLY (GRAVEL PIT) ABOUT 20 FEET DEEP.  ABOUT 20 YARDS WEST
 OM1139'SOUTHWEST OF LARGE PILE OF ROCKS AT NORTHEAST END OF GULLY.
 OM1139'THE MARK PROJECTS 8 INCHES.
 OM1139'
 OM1139'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 OM1139'TABLETS SET IN CONCRETE.
 OM1139'
 OM1139'REFERENCE MARK NO. 1 IS NORTH NORTHEAST OF THE STATION.
 OM1139'THE MARK PROJECTS 3 INCHES.
 OM1139'
 OM1139'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION.  THE MARK
 OM1139'PROJECTS 3 INCHES.  THE DISTANCE BETWEEN THE REFERENCE MARKS
 OM1139'IS 47.32 FEET.
 OM1139'
 OM1139'THE AZIMUTH MARK IS WEST SOUTHWEST OF THE STATION AT WEST
 OM1139'EDGE OF WHEAT FIELD.  1 FOOT EAST OF SECOND NORTH AND SOUTH
 OM1139'FENCE LINE WEST OF THE STATION.  ABOUT 200 YARDS SOUTH OF
 OM1139'HIGHEST POINT OF EAST AND WEST RIDGE.  60 FEET EAST OF EAST
 OM1139'EDGE OF FIRST WOODLAND DIRECTLY WEST OF STATION.  51 FEET
 OM1139'NORTH OF FENCE CORNER.  25 FEET EAST OF CENTER-LINE OF WOODS
 OM1139'ROAD.  THE MARK PROJECTS 3 INCHES.
 OM1139'
 OM1139'TO REACH THE STATION FROM THE JUNCTION OF ROUTES 12, 13,
 OM1139'AND 123 AT SOUTH EDGE OF BARABOO, AT SHELL SERVICE STATION
 OM1139'AND TOURIST CAMP, GO EASTERLY AND SOUTHERLY ON 123 1.8 MILES
 OM1139'TO JUNCTION WITH ROUTE 159.  CONTINUE ON 123 0.1 MILE TO
 OM1139'FORKS.  TAKE LEFT FORK, RT. 123, AND GO 0.2 MILE TO X ROADS.
 OM1139'TAKE LEFT HAND ROAD, WHERE ROUTE 123 LEADS STRAIGHT AHEAD
 OM1139'TO DEVILS LAKE, AND GO 0.3 MILE TO RAILROAD CROSSING.  CONTINUE
 OM1139'EASTERLY ON MAIN TRAVELED ROAD 2.0 MILES TO T-INTERSECTION.
 OM1139'JOG NORTH 0.05 MILE TO ROAD LEADING EAST.  THENCE EAST
 OM1139'1.8 MILES TO WHERE FARM ROAD LEADS SOUTHEAST TO FARM HOUSE
 OM1139'(THIS ROAD LEADS TO AZIMUTH MARK).  CONTINUE EAST 0.4 MILE
 OM1139'TO TOP OF GRADE AND ROAD LEADING NORTH.  CONTINUE EAST 0.1
 OM1139'MILE TO TRACK ROAD LEADING SOUTH TO ABANDONED FARM
 OM1139'BUILDINGS ABOUT 50 YARDS SOUTH OF ROAD.  GO SOUTH ON TRACK
 OM1139'ROAD THROUGH FARM YARD AND ORCHARD 0.2 MILE TO LARGE PILE OF
 OM1139'ROCKS NEAR FOOT OF HILL ON WEST SIDE OF ROAD.  STATION IS
 OM1139'ABOUT 200 FEET WEST AT TOP OF HILL.  TO REACH THE AZIMUTH
 OM1139'MARK FROM POINT MENTIONED ABOVE GO SOUTHEAST ON FARM ROAD
 OM1139'0.2 MILE TO GATE AT EDGE OF WOODLAND.  GO THROUGH GATE
 OM1139'AND GO SOUTH SOUTHEAST THROUGH FARM YARD, FOLLOWING FARM
 OM1139'ROAD 0.2 MILE TO AZIMUTH MARK IN FENCE LINE TO WEST.
 OM1139'
 OM1139'A 100-FOOT SIGNAL AT DUNSE IS VISIBLE AT THE GROUND.
 OM1139'
 OM1139'AN 87-FOOT SIGNAL AT DEVILS LAKE IS VISIBLE AT THE GROUND.
 OM1139'
 OM1139'A 100-FOOT SIGNAL AT ISENBERG IS VISIBLE AT 20 FEET.
 OM1139'
 OM1139'A 100-FOOT SIGNAL AT COENS IS VISIBLE AT 20 FEET.
 OM1139'
 OM1139'A 100-FOOT SIGNAL AT BARABOO IS VISIBLE AT 25 FEET.
 OM1139'
 OM1139'A 100-FOOT SIGNAL AT SHANNAHAN IS VISIBLE AT 10 FEET.
 OM1139'
 OM1139'AN 87-FOOT SIGNAL AT MAASS IS VISIBLE AT 30 FEET.
 OM1139'
 OM1139'AN 87-FOOT SIGNAL AT REUTER IS VISIBLE AT 20 FEET.
 OM1139'
 OM1139'A 100-FOOT SIGNAL AT WELKE IS VISIBLE AT 25 FEET.
 OM1139'
 OM1139'AN 8-FOOT SIGNAL AT S.E. BLUFF IS VISIBLE AT 20 FEET.
 OM1139
 OM1139                          STATION RECOVERY (1958)
 OM1139
 OM1139'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1139'THE STATION, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE FOUND
 OM1139'IN GOOD CONDITION.  REFERENCE MARK 2 HAS BEEN DESTROYED AND
 OM1139'A REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.  THE DISTANCE
 OM1139'TO REFERENCE MARK 2 CHECKED BUT THE DIRECTION DID NOT CHECK
 OM1139'BY 1 MINUTE AND 3 SECONDS.  THE DIRECTION TO THE AZIMUTH MARK
 OM1139'CHECKED.  THE OLD DESCRIPTION AND TO REACH ARE INADEQUATE
 OM1139'AND A COMPLETE NEW DESCRIPTION FOLLOWS.
 OM1139'
 OM1139'THE STATION IS ABOUT 5 MILES SOUTHEAST OF BARABOO, ABOUT 4 MILES
 OM1139'NORTH OF MERRIMAC, IN SEC. 15, T 11 N, R 7 E AND ON THE
 OM1139'HIGHEST POINT OF A SMALL KNOLL OWNED BY MR. WILLIAM C. FORREST.
 OM1139'IT IS 19 FEET NORTHWEST OF THE CENTER OF THE BASE OF A TALL
 OM1139'RADIO MAST, 45 FEET WEST OF THE SOUTHWEST CORNER OF A CONCRETE
 OM1139'BLOCK RADIO BUILDING, 76 FEET SOUTH OF THE CENTERLINE OF A
 OM1139'GRAVELED ROAD AND 18 FEET NORTH OF A WHITE WITNESS POST.
 OM1139'THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED MERRIMAC
 OM1139'1935.
 OM1139'
 OM1139'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 OM1139'113 AND 78 ABOUT 2-1/2 MILES WEST OF MERRIMAC, GO NORTH ON
 OM1139'HIGHWAY 113 FOR 4.4 MILES TO THE JUNCTION OF COUNTY ROAD DL.
 OM1139'CONTINUE NORTH ON ROAD 113 FOR 0.05 MILE TO A SIDE ROAD
 OM1139'RIGHT.  TURN RIGHT AND GO EAST ON THE GRAVELED ROAD FOR 1.75
 OM1139'MILES TO A GRAVELED DRIVEWAY SOUTH.* CONTINUE EAST ON THE
 OM1139'GRAVELED ROAD FOR 0.55 MILES TO A GRAVELED DRIVEWAY SOUTH.
 OM1139'TURN SOUTH ON DRIVEWAY FOR 0.2 MILE TO A RADIO STATION ON
 OM1139'THE RIGHT AND THE STATION AS DESCRIBED.
 OM1139'
 OM1139'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO SOUTH ON THE
 OM1139'DRIVEWAY FOR 0.2 MILE TO A GATE.  CONTINUE SOUTH ON THE DRIVEWAY
 OM1139'PASSING A FARM HOUSE FOR 0.2 MILE TO THE AZIMUTH MARK ON
 OM1139'THE LEFT AS DESCRIBED.
 OM1139'
 OM1139'REFERENCE MARK 1 IS 32 FEET SOUTH OF THE CENTERLINE OF THE
 OM1139'DRIVEWAY AND 17 FEET NORTHWEST OF A POWER LINE POLE.  THE
 OM1139'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED MERRIMAC
 OM1139'NO 1 1935.
 OM1139'
 OM1139'REFERENCE MARK 3 IS 18 FEET WEST OF THE WHITE WITNESS POST
 OM1139'AND 6 FEET WEST OF THE CENTERLINE OF THE DRIVEWAY.  THE MONUMENT
 OM1139'PROJECTS 2 INCHES AND THE DISK IS STAMPED MERRIMAC NO 3 1935.
 OM1139'
 OM1139'THE AZIMUTH MARK IS 57 FEET NORTH OF A WOODEN GATE, 26 FEET
 OM1139'EAST OF THE CENTERLINE OF THE DRIVEWAY, 1 FOOT EAST OF A FENCE
 OM1139'AND 1 FOOT EAST OF A WHITE WITNESS POST.  THE MONUMENT IS
 OM1139'FLUSH AND THE DISK IS STAMPED MERRIMAC 1935.
 OM1139'
 OM1139'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5700 ***********************************************************************
 DH5700  DESIGNATION -  MERRIMAC GPS
 DH5700  PID         -  DH5700
 DH5700  STATE/COUNTY-  WI/SAUK
 DH5700  USGS QUAD   -  DURWARDS GLEN (1975)
 DH5700
 DH5700                         *CURRENT SURVEY CONTROL
 DH5700  ___________________________________________________________________
 DH5700* NAD 83(1997)-  43 24 13.72619(N)    089 36 03.20738(W)     ADJUSTED  
 DH5700* NAVD 88     -                                                        
 DH5700  ___________________________________________________________________
 DH5700  X           -      32,330.719 (meters)                     COMP
 DH5700  Y           -  -4,641,297.235 (meters)                     COMP
 DH5700  Z           -   4,360,362.633 (meters)                     COMP
 DH5700  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 DH5700  ELLIP HEIGHT-         231.08  (meters)          (08/01/05) GPS OBS
 DH5700  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 DH5700
 DH5700  HORZ ORDER  -  FIRST
 DH5700  ELLP ORDER  -  SECOND    CLASS I
 DH5700
 DH5700.The horizontal coordinates were established by GPS observations
 DH5700.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5700
 DH5700
 DH5700.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5700
 DH5700.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5700
 DH5700.The ellipsoidal height was determined by GPS observations
 DH5700.and is referenced to NAD 83.
 DH5700
 DH5700.The geoid height was determined by GEOID03.
 DH5700
 DH5700;                    North         East     Units Scale Factor Converg.
 DH5700;SPC WI S     -   156,027.483   632,327.507   MT  0.99993255   +0 16 27.2
 DH5700;SPC WI S     -   511,900.17  2,074,561.16   sFT  0.99993255   +0 16 27.2
 DH5700;UTM  16      - 4,808,944.866   289,395.083   MT  1.00014563   -1 47 16.2
 DH5700
 DH5700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5700!SPC WI S     -   0.99996376  x   0.99993255  =   0.99989632
 DH5700!UTM  16      -   0.99996376  x   1.00014563  =   1.00010939
 DH5700
 DH5700                          SUPERSEDED SURVEY CONTROL
 DH5700
 DH5700.No superseded survey control is available for this station.
 DH5700
 DH5700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP8939508945(NAD 83)
 DH5700_MARKER: DD = SURVEY DISK
 DH5700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5700_STAMPING: MERRIMAC GPS 1994
 DH5700_MARK LOGO: WI-111
 DH5700_PROJECTION: FLUSH
 DH5700_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5700_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5700+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2003
 DH5700
 DH5700  HISTORY     - Date     Condition        Report By
 DH5700  HISTORY     - 1994     MONUMENTED       WI-111
 DH5700  HISTORY     - 20030827 GOOD             WIDT
 DH5700
 DH5700                          STATION DESCRIPTION
 DH5700
 DH5700'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5700'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH5700'STATION FROM THE  JUNCTION OF STATE HIGHWAY 78 WITH COUNTY U ABOUT 2
 DH5700'MI NORTHEAST FROM THE VILLAGE OF  MERRIMAC, GO NORTHEAST THEN NORTH ON
 DH5700'STATE HIGHWAY 78 FOR 0.65 MI TO THE STATION ON  THE LEFT.  THE STATION
 DH5700'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC  CONTROL
 DH5700'MARKER DISK SET IN THE TOP OF A 45-CM DIAMETER CONCRETE POST AND ABOUT
 DH5700'LEVEL  WITH THE HIGHWAY PAVEMENT.  THE STATION IS 8.1 M WEST OF THE
 DH5700'CENTERLINE OF STATE  HIGHWAY 78, 39.3 M NORTHWEST OF POWER POLE
 DH5700'--11-8-30- 0/30--, 36.1 M SOUTHWEST OF POWER  POLE, 1.0 M EAST OF A
 DH5700'CULTIVATED FIELD 1.0 M WEST, NORTHEAST, SOUTHEAST OF THREE ORANGE  4X4
 DH5700'PLASTIC WITNESS POSTS AND 0.6 M EAST OF A WHITE PLASTIC WITNESS POST.
 DH5700'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH5700'THAN 15 DEGREES  ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0597 ***********************************************************************
 QM0597  DESIGNATION -  MERRIMAN
 QM0597  PID         -  QM0597
 QM0597  STATE/COUNTY-  WI/MARINETTE
 QM0597  USGS QUAD   -  TOWN CORNER LAKE (1972)
 QM0597
 QM0597                         *CURRENT SURVEY CONTROL
 QM0597  ___________________________________________________________________
 QM0597* NAD 83(1991)-  45 33 48.85828(N)    088 05 04.91098(W)     ADJUSTED  
 QM0597* NAVD 88     -       352.     (meters)    1155.     (feet)  SCALED    
 QM0597  ___________________________________________________________________
 QM0597  LAPLACE CORR-          -4.56  (seconds)                    DEFLEC99
 QM0597  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 QM0597
 QM0597  HORZ ORDER  -  FIRST
 QM0597
 QM0597.The horizontal coordinates were established by classical geodetic methods
 QM0597.and adjusted by the National Geodetic Survey in November 1991..
 QM0597
 QM0597.The orthometric height was scaled from a topographic map.
 QM0597
 QM0597.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0597
 QM0597.The geoid height was determined by GEOID03.
 QM0597
 QM0597;                    North         East     Units Scale Factor Converg.
 QM0597;SPC WI C     -   194,034.396   749,515.822   MT  1.00001273   +1 21 05.0
 QM0597;SPC WI C     -   636,594.51  2,459,036.49   sFT  1.00001273   +1 21 05.0
 QM0597;UTM  16      - 5,046,131.338   415,351.566   MT  0.99968809   -0 46 28.4
 QM0597
 QM0597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0597!SPC WI C     -   0.99995034  x   1.00001273  =   0.99996307
 QM0597!UTM  16      -   0.99995034  x   0.99968809  =   0.99963844
 QM0597
 QM0597|---------------------------------------------------------------------|
 QM0597| PID    Reference Object                     Distance      Geod. Az  |
 QM0597|                                                           dddmmss.s |
 QM0597| CJ5744 MERRIMAN RM 2                        20.945 METERS 13738     |
 QM0597| CJ5743 MERRIMAN RM 1                        26.217 METERS 22131     |
 QM0597| CJ5742 MERRIMAN AZ MK                                     2511033.1 |
 QM0597|---------------------------------------------------------------------|
 QM0597
 QM0597                          SUPERSEDED SURVEY CONTROL
 QM0597
 QM0597  NAD 83(1986)-  45 33 48.86104(N)    088 05 04.91300(W) AD(       ) 1
 QM0597  NAD 27      -  45 33 48.99900(N)    088 05 04.48800(W) AD(       ) 1
 QM0597
 QM0597.Superseded values are not recommended for survey control.
 QM0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0597.See file dsdata.txt to determine how the superseded data were derived.
 QM0597
 QM0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1535246131(NAD 83)
 QM0597_MARKER: DS = TRIANGULATION STATION DISK
 QM0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0597_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0597+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2003
 QM0597
 QM0597  HISTORY     - Date     Condition        Report By
 QM0597  HISTORY     - 1954     MONUMENTED       CGS
 QM0597  HISTORY     - 19941015 GOOD             USPSQD
 QM0597  HISTORY     - 20010331 GOOD             NGS
 QM0597  HISTORY     - 20030523 GOOD             GEOCAC
 QM0597
 QM0597                          STATION DESCRIPTION
 QM0597
 QM0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QM0597'STATION IS LOCATED ABOUT 8.0 MILES SOUTHWEST OF THE VILLAGE
 QM0597'OF PEMBINE, 6.0 MILES NORTHWEST OF THE VILLAGE OF AMBERG,
 QM0597'AND ABOUT 6-1/2 MILES SOUTHEAST OF THE VILLAGE OF DUNBAR.
 QM0597'STATION IS 34 FEET NORTH OF THE APPROXIMATE CENTERLINE OF THE
 QM0597'ROAD, 19 FEET NORTHEAST OF A TRIANGLE BLAZED OAK TREE, AND 6
 QM0597'FEET NORTHEAST OF A WITNESS POST.  THE MARK PROJECTS 6 INCHES
 QM0597'AND THE DISK IS STAMPED MERRIMAN 1954.
 QM0597'
 QM0597'REFERENCE MARK NO. 1 IS 23 FEET SOUTH OF THE APPROXIMATE
 QM0597'CENTERLINE OF THE ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK
 QM0597'IS STAMPED MERRIMAN NO 1 1954.
 QM0597'
 QM0597'REFERENCE MARK NO. 2 IS 21 FEET SOUTH OF THE APPROXIMATE
 QM0597'CENTERLINE OF THE ROAD.  THE MARK PROJECTS 6 INCHES AND THE
 QM0597'DISK IS STAMPED MERRIMAN NO 2 1954.
 QM0597'
 QM0597'AZIMUTH MARK IS 16 FEET WEST OF THE APPROXIMATE CENTERLINE
 QM0597'OF THE ROAD, 3 FEET WEST OF FENCELINE, AND 3 FEET NORTHWEST OF
 QM0597'A WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 QM0597'STAMPED MERRIMAN 1954.
 QM0597'
 QM0597'TO REACH FROM THE RAILROAD STATION IN THE VILLAGE OF PEMBINE, GO
 QM0597'SOUTHERLY ON U.S. HIGHWAY NO. 141 FOR 4.8 MILES TO CROSSROADS
 QM0597'AT BEECHER LAKE RAILROAD SIDING.  TURN RIGHT AND FOLLOW
 QM0597'PAVED ROAD WESTERLY FOR 1.5 MILES TO CROSSROADS AT END OF PAVED
 QM0597'ROAD.  TURN LEFT AND FOLLOW GRAVELED ROAD SOUTH FOR 0.7 MILE
 QM0597'TO T ROAD.  TURN RIGHT AND FOLLOW GRADED SAND ROAD WESTERLY
 QM0597'FOR 2.8 MILES A TRIANGLE BLAZED TREE ON RIGHT AT TOP OF RIDGE
 QM0597'AND STATION ON RIGHT AS DESCRIBED.  CONTINUE WESTERLY ON SAND
 QM0597'ROAD FOR 0.2 MILE TO T ROAD.  TURN LEFT AND GO SOUTHERLY ON
 QM0597'SAND ROAD FOR 0.1 MILE TO AZIMUTH MARK ON RIGHT (WEST) SIDE
 QM0597'OF ROAD AS DESCRIBED.
 QM0597'
 QM0597'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 QM0597
 QM0597                          STATION RECOVERY (1994)
 QM0597
 QM0597'RECOVERY NOTE BY US POWER SQUADRON 1994
 QM0597'RECOVERED IN GOOD CONDITION.
 QM0597
 QM0597                          STATION RECOVERY (2001)
 QM0597
 QM0597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QM0597'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QM0597
 QM0597                          STATION RECOVERY (2003)
 QM0597
 QM0597'RECOVERY NOTE BY GEOCACHING 2003 (RFC)
 QM0597'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4914 ***********************************************************************
 DG4914  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4914  DESIGNATION -  MERTON E GPS
 DG4914  PID         -  DG4914
 DG4914  STATE/COUNTY-  WI/WAUKESHA
 DG4914  USGS QUAD   -  MERTON (1994)
 DG4914
 DG4914                         *CURRENT SURVEY CONTROL
 DG4914  ___________________________________________________________________
 DG4914* NAD 83(1997)-  43 10 41.83912(N)    088 18 56.05903(W)     ADJUSTED  
 DG4914* NAVD 88     -       308.70   (meters)    1012.8    (feet)  GPS OBS   
 DG4914  ___________________________________________________________________
 DG4914  X           -     136,938.252 (meters)                     COMP
 DG4914  Y           -  -4,656,609.343 (meters)                     COMP
 DG4914  Z           -   4,342,154.101 (meters)                     COMP
 DG4914  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 DG4914  ELLIP HEIGHT-         274.08  (meters)          (04/02/04) GPS OBS
 DG4914  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 DG4914
 DG4914  HORZ ORDER  -  FIRST
 DG4914  ELLP ORDER  -  FOURTH    CLASS I
 DG4914
 DG4914.The horizontal coordinates were established by GPS observations
 DG4914.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4914
 DG4914.The orthometric height was determined by GPS observations and a
 DG4914.high-resolution geoid model using precise GPS observation and
 DG4914.processing techniques.
 DG4914
 DG4914.Photographs are available for this station.
 DG4914
 DG4914.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4914
 DG4914.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4914
 DG4914.The ellipsoidal height was determined by GPS observations
 DG4914.and is referenced to NAD 83.
 DG4914
 DG4914.The geoid height was determined by GEOID03.
 DG4914
 DG4914;                    North         East     Units Scale Factor Converg.
 DG4914;SPC WI S     -   132,279.457   736,934.585   MT  0.99994008   +1 09 26.6
 DG4914;SPC WI S     -   433,986.85  2,417,759.55   sFT  0.99994008   +1 09 26.6
 DG4914;UTM  16      - 4,781,453.775   393,079.842   MT  0.99974063   -0 54 01.1
 DG4914
 DG4914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4914!SPC WI S     -   0.99995702  x   0.99994008  =   0.99989710
 DG4914!UTM  16      -   0.99995702  x   0.99974063  =   0.99969766
 DG4914
 DG4914                          SUPERSEDED SURVEY CONTROL
 DG4914
 DG4914.No superseded survey control is available for this station.
 DG4914
 DG4914_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9308081454(NAD 83)
 DG4914_MARKER: DD = SURVEY DISK
 DG4914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4914_STAMPING: MERTON E GPS 2002
 DG4914_MARK LOGO: WIDT  
 DG4914_PROJECTION: FLUSH
 DG4914_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4914+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4914
 DG4914  HISTORY     - Date     Condition        Report By
 DG4914  HISTORY     - 2001     MONUMENTED       WIDT
 DG4914
 DG4914                          STATION DESCRIPTION
 DG4914
 DG4914'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4914'THE STATION IS LOCATED ABOUT 16 KM SOUTH-SOUTHWEST OF HARTFORD, 16 KM
 DG4914'WEST OF MENOMONEE FALLS, AND 15 KM NORTHEAST OF DELAFIELD.
 DG4914'OWNERSHIP--TOWN OF MERTON.  TO REACH THE STATION FROM THE JUNCTION OF
 DG4914'STATE HIGHWAY 164 WITH STATE HIGHWAY 167 ABOUT 12 KM SOUTHEAST OF THE
 DG4914'CITY OF HARTFORD, GO SOUTH ON STATE HIGHWAY 164 FOR 7.5 KM TO HICKORY
 DG4914'DRIVE ON THE RIGHT, TURN RIGHT AND GO WEST ON HICKORY DRIVE FOR 4.6 KM
 DG4914'TO CENTER OAK ROAD STRAIGHT AHEAD AND OFF TO THE LEFT, TURN LEFT AND
 DG4914'GO SOUTH ON CENTER OAK ROAD FOR 0.75 KM TO THE STATION ON THE RIGHT.
 DG4914'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DG4914'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DG4914'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH
 DG4914'THE ROAD PAVEMENT.  THE STATION IS 7.0 M WEST OF THE CENTERLINE OF
 DG4914'CENTER OAK ROAD, 25 M SOUTH OF THE EXTENDED CENTERLINE OF PRIVATE
 DG4914'ENTRANCE --W287  N8330--, AND 4.0 M EAST OF A FIELD.  ---NOTE---THE
 DG4914'STATION IS NORTH, SOUTH AND WEST OF AN ORANGE 4X4 PLASTIC WITNESS
 DG4914'POST.  ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DG4914'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DG4914' 
 DG4914'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9563 ***********************************************************************
 DF9563  DESIGNATION -  MERTON N GPS
 DF9563  PID         -  DF9563
 DF9563  STATE/COUNTY-  WI/WAUKESHA
 DF9563  USGS QUAD   -  STONEBANK (1976)
 DF9563
 DF9563                         *CURRENT SURVEY CONTROL
 DF9563  ___________________________________________________________________
 DF9563* NAD 83(1997)-  43 11 31.44788(N)    088 22 45.65424(W)     ADJUSTED  
 DF9563* NAVD 88     -       308.153  (meters)    1011.00   (feet)  ADJUSTED  
 DF9563  ___________________________________________________________________
 DF9563  X           -     131,725.212 (meters)                     COMP
 DF9563  Y           -  -4,655,711.167 (meters)                     COMP
 DF9563  Z           -   4,343,270.058 (meters)                     COMP
 DF9563  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 DF9563  ELLIP HEIGHT-         273.55  (meters)          (04/02/04) GPS OBS
 DF9563  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 DF9563  DYNAMIC HT  -         308.075 (meters)    1010.74  (feet)  COMP
 DF9563  MODELED GRAV-     980,358.6   (mgal)                       NAVD 88
 DF9563
 DF9563  HORZ ORDER  -  FIRST
 DF9563  VERT ORDER  -  SECOND    CLASS I
 DF9563  ELLP ORDER  -  FOURTH    CLASS I
 DF9563
 DF9563.The horizontal coordinates were established by GPS observations
 DF9563.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DF9563
 DF9563.The orthometric height was determined by differential leveling
 DF9563.and adjusted by the National Geodetic Survey in February 2004..
 DF9563
 DF9563.Photographs are available for this station.
 DF9563
 DF9563.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9563
 DF9563.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9563
 DF9563.The ellipsoidal height was determined by GPS observations
 DF9563.and is referenced to NAD 83.
 DF9563
 DF9563.The geoid height was determined by GEOID03.
 DF9563
 DF9563.The dynamic height is computed by dividing the NAVD 88
 DF9563.geopotential number by the normal gravity value computed on the
 DF9563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9563.degrees latitude (g = 980.6199 gals.).
 DF9563
 DF9563.The modeled gravity was interpolated from observed gravity values.
 DF9563
 DF9563;                    North         East     Units Scale Factor Converg.
 DF9563;SPC WI S     -   133,707.258   731,720.832   MT  0.99993918   +1 06 48.8
 DF9563;SPC WI S     -   438,671.23  2,400,654.10   sFT  0.99993918   +1 06 48.8
 DF9563;UTM  16      - 4,783,067.551   387,921.708   MT  0.99975452   -0 56 39.1
 DF9563
 DF9563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9563!SPC WI S     -   0.99995710  x   0.99993918  =   0.99989629
 DF9563!UTM  16      -   0.99995710  x   0.99975452  =   0.99971163
 DF9563
 DF9563                          SUPERSEDED SURVEY CONTROL
 DF9563
 DF9563  NAVD 88 (04/02/04)  308.15   (m)         1011.0    (f) LEVELING    3  
 DF9563
 DF9563.Superseded values are not recommended for survey control.
 DF9563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9563.See file dsdata.txt to determine how the superseded data were derived.
 DF9563
 DF9563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8792283068(NAD 83)
 DF9563_MARKER: DD = SURVEY DISK
 DF9563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9563_STAMPING: MERTON N GPS 2002
 DF9563_MARK LOGO: WIDT  
 DF9563_PROJECTION: FLUSH
 DF9563_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9563+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9563
 DF9563  HISTORY     - Date     Condition        Report By
 DF9563  HISTORY     - 2001     MONUMENTED       WIDT
 DF9563
 DF9563                          STATION DESCRIPTION
 DF9563
 DF9563'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9563'THE STATION IS LOCATED ABOUT 14 KM SOUTH OF HARTFORD, 13 KM NORTHEAST
 DF9563'OF OCONOMOWOC, AND 4 KM NORTH OF NORTH LAKE. OWNERSHIP--WISCONSIN
 DF9563'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 DF9563'OF STATE HIGHWAY 83 WITH STATE HIGHWAY 167 AND COUNTY HIGHWAY O ABOUT
 DF9563'8 KM SOUTH OF THE CITY OF HARTFORD, GO SOUTH ON STATE HIGHWAY 83 FOR
 DF9563'6.8 KM TO COUNTY LINE ROAD, CONTINUE SOUTH ON STATE HIGHWAY 83 FOR
 DF9563'0.2 KM TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DF9563'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9563'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9563'A DEPTH OF 1.2 M, SET ON BEDROCK AND ABOUT LEVEL WITH THE HIGHWAY
 DF9563'PAVEMENT.  THE STATION IS 10.1 M WEST OF THE CENTERLINE OF STATE
 DF9563'HIGHWAY 83, 1.5 KM NORTH OF COUNTY HIGHWAY CW (MAPLETON ROAD), 34 M
 DF9563'NORTH OF THE CENTERLINE OF A GRAVEL FIELD ENTERANCE, 27.1 M NORTHWEST
 DF9563'OF POWER POLE --53-14622--, 7 M EAST OF A CULTIVATED FIELD, AND 6.3 M
 DF9563'SOUTH OF A METAL POLE FOR A --CAUTION TELEPHONE CABLE
 DF9563'UNDERGROUND--SIGN.  ---NOTE---THE STATION IS 1.0 M NORTH AND EAST OF
 DF9563'AN ORANGE 4X4 PLASTIC WITNESS POST AND 1 M SOUTH AND EAST OF A WHITE
 DF9563'PLASTIC WITNESS POST.  ---NOTE2---THIS STATION HAS NO VISIBLE
 DF9563'OBSTRUCTIONS EXTENDING HIGHER THEN 15 DEGREES ABOVE THE HORIZON
 DF9563'EXCEPT FOR A POWER POLE TO THE SOUTHEAST EXTENDING TO 26 DEGREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0538 ***********************************************************************
 QN0538  DESIGNATION -  METEOR TOWER
 QN0538  PID         -  QN0538
 QN0538  STATE/COUNTY-  WI/SAWYER
 QN0538  USGS QUAD   -  WEIRGOR (1972)
 QN0538
 QN0538                         *CURRENT SURVEY CONTROL
 QN0538  ___________________________________________________________________
 QN0538* NAD 83(1991)-  45 41 35.87784(N)    091 20 51.92610(W)     ADJUSTED  
 QN0538* NAVD 88     -                                                        
 QN0538  ___________________________________________________________________
 QN0538  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 QN0538  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 QN0538
 QN0538  HORZ ORDER  -  THIRD
 QN0538
 QN0538.The horizontal coordinates were established by classical geodetic methods
 QN0538.and adjusted by the National Geodetic Survey in March 1999..
 QN0538
 QN0538
 QN0538.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0538
 QN0538.The geoid height was determined by GEOID03.
 QN0538
 QN0538;                    North         East     Units Scale Factor Converg.
 QN0538;SPC WI N     -    59,422.496   495,030.148   MT  0.99997942   -0 58 20.0
 QN0538;SPC WI N     -   194,955.31  1,624,111.41   sFT  0.99997942   -0 58 20.0
 QN0538;SPC WI C     -   207,561.082   495,023.302   MT  1.00004256   -0 57 03.4
 QN0538;SPC WI C     -   680,973.32  1,624,088.95   sFT  1.00004256   -0 57 03.4
 QN0538;UTM  15      - 5,061,299.386   628,641.597   MT  0.99980345   +1 10 57.1
 QN0538
 QN0538                          SUPERSEDED SURVEY CONTROL
 QN0538
 QN0538  NAD 83(1991)-  45 41 35.87734(N)    091 20 51.92491(W) AD(       ) 4
 QN0538  NAD 83(1986)-  45 41 35.87316(N)    091 20 51.91997(W) AD(       ) 4
 QN0538  NAD 27      -  45 41 36.01500(N)    091 20 51.35200(W) AD(       ) 3
 QN0538
 QN0538.Superseded values are not recommended for survey control.
 QN0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0538.See file dsdata.txt to determine how the superseded data were derived.
 QN0538
 QN0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL2864261299(NAD 83)
 QN0538_MARKER: DD = SURVEY DISK
 QN0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0538_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QN0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0538+STABILITY: SURFACE MOTION
 QN0538
 QN0538  HISTORY     - Date     Condition        Report By
 QN0538  HISTORY     - 1934     MONUMENTED       USGS
 QN0538  HISTORY     - 1952     GOOD             USGS
 QN0538
 QN0538                          STATION DESCRIPTION
 QN0538
 QN0538'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (LFW)
 QN0538'THE STATION IS ABOUT 7 MILES SOUTHWEST OF RADISSON, 5 MILES
 QN0538'WEST-NORTHWEST OF EXELAND, 3-1/2 MILES WEST OF WEIRGOR AND ON
 QN0538'THE HIGHEST POINT OF A ROUND-TOPPED HILL.
 QN0538'
 QN0538'TO REACH THE STATION FROM EXELAND GO NORTHWEST ON COUNTY
 QN0538'ROAD D FOR 2.0 MILES TO THE VILLAGE OF WEIRGOR, CONTINUE WEST ON
 QN0538'COUNTY ROAD D FOR 4.0 MILES TO A SIDE ROAD RIGHT AND A SIGN
 QN0538'ON THE RIGHT METEOR HILLS FIRE TOWER, TURN RIGHT ON THE
 QN0538'GRAVEL ROAD AND GO NORTH, UP HILL FOR 0.25 MILE TO THE TOP OF THE
 QN0538'HILL AND THE STATION ON THE RIGHT.
 QN0538'
 QN0538'THE LOOKOUT TOWER IS A 4-LEGGED STEEL STRUCTURE ABOUT 100
 QN0538'FEET HIGH WITH AN ENCLOSED OBSERVATION CAB ON THE TOP.  THE
 QN0538'U.S. GEOLOGICAL SURVEY BENCH MARK SET IN THE CENTER OF THE
 QN0538'BASE OF THE TOWER IS SET IN AN 8 INCH SQUARE CONCRETE POST THAT
 QN0538'PROJECTS 18 INCHES AND IS STAMPED METOER TOWER 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0971 ***********************************************************************
 OM0971  DESIGNATION -  METOMEN
 OM0971  PID         -  OM0971
 OM0971  STATE/COUNTY-  WI/FOND DU LAC
 OM0971  USGS QUAD   -  RIPON (1980)
 OM0971
 OM0971                         *CURRENT SURVEY CONTROL
 OM0971  ___________________________________________________________________
 OM0971* NAD 83(1991)-  43 48 27.13386(N)    088 49 32.84770(W)     ADJUSTED  
 OM0971* NAVD 88     -       308.     (meters)    1010.     (feet)  SCALED    
 OM0971  ___________________________________________________________________
 OM0971  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 OM0971  GEOID HEIGHT-         -35.84  (meters)                     GEOID03
 OM0971
 OM0971  HORZ ORDER  -  SECOND
 OM0971
 OM0971.The horizontal coordinates were established by classical geodetic methods
 OM0971.and adjusted by the National Geodetic Survey in November 1991..
 OM0971
 OM0971.The orthometric height was scaled from a topographic map.
 OM0971
 OM0971.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0971
 OM0971.The geoid height was determined by GEOID03.
 OM0971
 OM0971;                    North         East     Units Scale Factor Converg.
 OM0971;SPC WI S     -   201,468.266   694,475.614   MT  0.99995766   +0 48 24.5
 OM0971;SPC WI S     -   660,983.80  2,278,458.74   sFT  0.99995766   +0 48 24.5
 OM0971;UTM  16      - 4,852,116.789   353,145.395   MT  0.99986526   -1 15 50.8
 OM0971
 OM0971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0971!SPC WI S     -   0.99995733  x   0.99995766  =   0.99991499
 OM0971!UTM  16      -   0.99995733  x   0.99986526  =   0.99982259
 OM0971
 OM0971:                Primary Azimuth Mark                     Grid Az
 OM0971:SPC WI S     -  METOMEN AZ MK RESET                      210 15 20.4
 OM0971:UTM  16      -  METOMEN AZ MK RESET                      212 19 35.7
 OM0971
 OM0971|---------------------------------------------------------------------|
 OM0971| PID    Reference Object                     Distance      Geod. Az  |
 OM0971|                                                           dddmmss.s |
 OM0971| CI9309 METOMEN AZ MK RESET                                2110344.9 |
 OM0971| OM0969 METOMEN 2                            24.081 METERS 21104     |
 OM0971| CI9310 METOMEN RM 1                         23.652 METERS 21426     |
 OM0971| CI9308 METOMEN AZ MK                                      2740802.7 |
 OM0971| CI9311 METOMEN RM 2                         31.940 METERS 34218     |
 OM0971| OM0972 RIPON FIRST CONG CH SPIRE           APPROX. 4.3 KM 3441358.8 |
 OM0971| OM0968 RIPON GRACE EV LUTH CH SPIRE        APPROX. 4.4 KM 3443125.9 |
 OM0971| OM0973 RIPON SPEED QUEEN CORP TANK         APPROX. 4.6 KM 3535013.1 |
 OM0971|---------------------------------------------------------------------|
 OM0971
 OM0971                          SUPERSEDED SURVEY CONTROL
 OM0971
 OM0971  NAD 83(1986)-  43 48 27.12781(N)    088 49 32.85270(W) AD(       ) 2
 OM0971  NAD 27      -  43 48 27.19100(N)    088 49 32.44800(W) AD(       ) 2
 OM0971
 OM0971.Superseded values are not recommended for survey control.
 OM0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0971.See file dsdata.txt to determine how the superseded data were derived.
 OM0971
 OM0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5314552117(NAD 83)
 OM0971_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0971
 OM0971  HISTORY     - Date     Condition        Report By
 OM0971  HISTORY     - 1954     MONUMENTED       CGS
 OM0971  HISTORY     - 1965     SEE DESCRIPTION  CGS
 OM0971  HISTORY     - 20030730 MARK NOT FOUND   USPSQD
 OM0971
 OM0971                          STATION DESCRIPTION
 OM0971
 OM0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 OM0971'THE STATION IS LOCATED ABOUT 19 MILES SOUTHEAST OF OSHKOSH,
 OM0971'2-1/2 MILES SOUTHWEST OF RIPON AND IN A SMALL TRIANGLE FORMED
 OM0971'BY THE INTERSECTION OF STATE HIGHWAY 44, 49 AND COUNTY ROUTE
 OM0971'KK.  IT IS 69 FEET SOUTH OF THE APPROXIMATE CENTER OF COUNTY
 OM0971'ROUTE KK, 55 FEET WEST OF THE APPROXIMATE CENTER OF A NORTH-SOUTH
 OM0971'ROAD, 45 FEET NORTHEAST OF THE APPROXIMATE CENTER OF STATE
 OM0971'ROUTE 44 AND 49 AND 17 FEET EAST OF A 6 INCH ELM TREE.  THE
 OM0971'MARK IS FLUSH WITH THE SURFACE AND THE DISK IS STAMPED
 OM0971'METOMEN 1954.
 OM0971'
 OM0971'REFERENCE MARK NO 2 IS 33 FEET NORTH OF THE APPROXIMATE
 OM0971'CENTER OF COUNTY ROUTE KK.  THE MARK PROJECTS 6 INCHES AND THE
 OM0971'DISK IS STAMPED METOMEN NO 2 1954.
 OM0971'
 OM0971'REFERENCE MARK NO 1 IS 29 FEET SOUTHWEST OF THE APPROXIMATE
 OM0971'CENTER OF STATE ROUTE 49 AND 44.  THE MARK PROJECTS 5 INCHES
 OM0971'AND THE DISK IS STAMPED METOMEN NO 1 1954.
 OM0971'
 OM0971'AZIMUTH MARK IS 25 FEET NORTH OF THE APPROXIMATE CENTER OF
 OM0971'STATE ROUTE 44 AND 49, 13 FEET SOUTHWEST OF A POWERLINE POLE
 OM0971'AND 2 FEET EAST OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES
 OM0971'AND THE DISK IS STAMPED METOMEN 1954.
 OM0971'
 OM0971'TO REACH FROM THE POST OFFICE IN RIPON, GO SOUTH ON STATE
 OM0971'ROUTE 49 AND 44 FOR 2.55 MILES TO THE JUNCTION OF STATE ROUTE
 OM0971'49 AND 44 AND COUNTY ROUTE KK.  HERE CONTINUE EAST ON STATE
 OM0971'ROUTE 49 AND 44 FOR 0.25 MILE AND THE AZIMUTH MARK ON THE LEFT
 OM0971'(NORTH) SIDE OF THE HIGHWAY.  CONTINUE EAST ON STATE ROUTE
 OM0971'49 AND 44 FOR 0.25 MILE TO THE STATION AS DESCRIBED.
 OM0971'
 OM0971'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 OM0971
 OM0971                          STATION RECOVERY (1965)
 OM0971
 OM0971'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 OM0971'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 OM0971'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 OM0971'
 OM0971'DUE TO ROAD WIDENING ON COUNTY ROAD KK ALL MARKS HAD TO
 OM0971'BE MOVED, AND METOMEN 2 WAS ESTABLISHED.
 OM0971'
 OM0971'METOMEN 2 WAS SET ON LINE TO THE NEW AZIMUTH MARK.
 OM0971'
 OM0971'NOTE--WHEN STATION WAS FIRST VISITED IT WAS ASSUMED THE AZIMUTH
 OM0971'MARK WAS THE ONLY MARK THAT HAD TO BE MOVED.  THE MARK WAS
 OM0971'MOVED AT THIS TIME AND AT A LATER DATE THE STATION MARK AND
 OM0971'THE REFERENCE MARKS HAD TO BE MOVED.
 OM0971
 OM0971                          STATION RECOVERY (2003)
 OM0971
 OM0971'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0971'STATION AND REFERENCE MARKS WERE REPOSITIONED.  AZIMUTH MARK NOT
 OM0971'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0969 ***********************************************************************
 OM0969  DESIGNATION -  METOMEN 2
 OM0969  PID         -  OM0969
 OM0969  STATE/COUNTY-  WI/FOND DU LAC
 OM0969  USGS QUAD   -  RIPON (1980)
 OM0969
 OM0969                         *CURRENT SURVEY CONTROL
 OM0969  ___________________________________________________________________
 OM0969* NAD 83(1991)-  43 48 26.46548(N)    088 49 33.40357(W)     ADJUSTED  
 OM0969* NAVD 88     -       308.     (meters)    1010.     (feet)  SCALED    
 OM0969  ___________________________________________________________________
 OM0969  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 OM0969  GEOID HEIGHT-         -35.84  (meters)                     GEOID03
 OM0969
 OM0969  HORZ ORDER  -  THIRD
 OM0969
 OM0969.The horizontal coordinates were established by classical geodetic methods
 OM0969.and adjusted by the National Geodetic Survey in November 1991..
 OM0969.No horizontal observational check was made to the station.
 OM0969
 OM0969.The orthometric height was scaled from a topographic map.
 OM0969
 OM0969.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0969
 OM0969.The geoid height was determined by GEOID03.
 OM0969
 OM0969;                    North         East     Units Scale Factor Converg.
 OM0969;SPC WI S     -   201,447.466   694,463.482   MT  0.99995763   +0 48 24.1
 OM0969;SPC WI S     -   660,915.56  2,278,418.94   sFT  0.99995763   +0 48 24.1
 OM0969;UTM  16      - 4,852,096.442   353,132.520   MT  0.99986531   -1 15 51.2
 OM0969
 OM0969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0969!SPC WI S     -   0.99995733  x   0.99995763  =   0.99991496
 OM0969!UTM  16      -   0.99995733  x   0.99986531  =   0.99982264
 OM0969
 OM0969|---------------------------------------------------------------------|
 OM0969| PID    Reference Object                     Distance      Geod. Az  |
 OM0969|                                                           dddmmss.s |
 OM0969| OM0971 METOMEN                              24.081 METERS 03104     |
 OM0969| CI9312 METOMEN RM 3                         41.060 METERS 10816     |
 OM0969| CI9313 METOMEN 2 RM 4                       18.880 METERS 14629     |
 OM0969| CI9309 METOMEN AZ MK RESET                                2110328.4 |
 OM0969| OM0972 RIPON FIRST CONG CH SPIRE           APPROX. 4.3 KM 3442756.4 |
 OM0969| OM0973 RIPON SPEED QUEEN CORP TANK         APPROX. 4.6 KM 3540101.8 |
 OM0969|---------------------------------------------------------------------|
 OM0969
 OM0969                          SUPERSEDED SURVEY CONTROL
 OM0969
 OM0969  NAD 83(1986)-  43 48 26.45943(N)    088 49 33.40857(W) AD(       ) 3
 OM0969  NAD 27      -  43 48 26.52300(N)    088 49 33.00400(W) AD(       ) 3
 OM0969
 OM0969.Superseded values are not recommended for survey control.
 OM0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0969.See file dsdata.txt to determine how the superseded data were derived.
 OM0969
 OM0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5313352096(NAD 83)
 OM0969_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0969_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OM0969
 OM0969  HISTORY     - Date     Condition        Report By
 OM0969  HISTORY     - 1965     MONUMENTED       CGS
 OM0969  HISTORY     - 19991211 GOOD             USPSQD
 OM0969  HISTORY     - 20030730 MARK NOT FOUND   USPSQD
 OM0969
 OM0969                          STATION DESCRIPTION
 OM0969
 OM0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (EBB)
 OM0969'THE STATION IS LOCATED ABOUT 19 MILES SOUTHEAST OF OSHKOSH,
 OM0969'2-1/2 MILES SOUTHWEST OF RIPON, ON THE SOUTH SIDE OF COUNTY
 OM0969'ROAD KK, AND AT THE SOUTHWEST EDGE OF THE RIGHT-OF-WAY OF
 OM0969'A CURVE IN THE ROAD LEADING SOUTH.
 OM0969'
 OM0969'TO REACH THE STATION FROM THE POST OFFICE IN RIPON, GO SOUTH
 OM0969'ON STATE HIGHWAYS 44 AND 49 FOR 2.55 MILES TO THE JUNCTION
 OM0969'OF COUNTY ROAD KK.  TURN LEFT AND GO EAST ON COUNTY ROAD KK
 OM0969'FOR 0.4 MILE TO A T-ROAD ON THE RIGHT AND THE STATION ON
 OM0969'THE RIGHT.
 OM0969'
 OM0969'STATION MARKS ARE STANDARD DISKS STAMPED METOMEN 2 1965.
 OM0969'THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 OM0969'WHICH PROJECTS 3 INCHES.  IT IS 133 FEET SOUTH OF THE CENTER OF
 OM0969'COUNTY ROAD KK, 32 FEET WEST OF THE CENTER OF A SURFACED
 OM0969'ROAD, AND 2 FEET SOUTHEAST OF A METAL WITNESS POST.  THE
 OM0969'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 OM0969'36 INCHES BELOW THE SURFACE OF THE GROUND.  (NOTES 1B7A)
 OM0969'
 OM0969'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED METOMEN NO
 OM0969'3 1954, IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 OM0969'WHICH PROJECTS 4 INCHES.  IT IS 57 PACES SOUTH OF THE
 OM0969'CENTER OF COUNTY ROAD KK, 30 FEET EAST OF A NORTH-SOUTH ROAD,
 OM0969'AND 15 FEET NORTH OF A FENCE CORNER.  (NOTE 11A)
 OM0969'
 OM0969'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED METOMEN 2 NO 4
 OM0969'1965, IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH
 OM0969'PROJECTS 4 INCHES.  IT IS 31 FEET WEST OF THE CENTER OF THE
 OM0969'SURFACED ROAD.  (NOTE 11A)
 OM0969'
 OM0969'AZIMUTH MARK, A STANDARD DISK STAMPED METOMEN 1954 RESET 1965,
 OM0969'IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 OM0969'3 INCHES.  IT IS 0.05 MILE NORTHWEST OF A FARM DRIVEWAY AND
 OM0969'CULVERT UNDER HIGHWAY, 64 FEET NORTHEAST OF THE CENTER OF STATE
 OM0969'HIGHWAYS 44 AND 49, 2 FEET NORTHWEST OF A METAL WITNESS POST,
 OM0969'AND 1 FOOT SOUTHWEST OF A FENCE.  (NOTE 16B)
 OM0969'
 OM0969'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON COUNTY
 OM0969'ROAD KK FOR 0.4 MILE TO THE JUNCTION OF STATE HIGHWAY 44
 OM0969'AND 49.  TURN LEFT AND GO SOUTHEAST ON STATE HIGHWAYS 44 AND
 OM0969'49 FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT.
 OM0969
 OM0969                          STATION RECOVERY (1999)
 OM0969
 OM0969'RECOVERY NOTE BY US POWER SQUADRON 1999
 OM0969'RECOVERED IN GOOD CONDITION.
 OM0969
 OM0969                          STATION RECOVERY (2003)
 OM0969
 OM0969'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0969'STATION, REFERENCE MARK 4 AND AZIMUTH MARK NOT FOUND WITH PROBING,
 OM0969'METAL DETECTOR AND DIGGING.  REFERENCE MARK 3 WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI9580 ***********************************************************************
 AI9580  DESIGNATION -  METOMEN GPS
 AI9580  PID         -  AI9580
 AI9580  STATE/COUNTY-  WI/FOND DU LAC
 AI9580  USGS QUAD   -  RIPON (1980)
 AI9580
 AI9580                         *CURRENT SURVEY CONTROL
 AI9580  ___________________________________________________________________
 AI9580* NAD 83(1997)-  43 46 43.32705(N)    088 49 55.36679(W)     ADJUSTED  
 AI9580* NAVD 88     -       312.724  (meters)    1026.00   (feet)  ADJUSTED  
 AI9580  ___________________________________________________________________
 AI9580  X           -      94,022.166 (meters)                     COMP
 AI9580  Y           -  -4,611,764.371 (meters)                     COMP
 AI9580  Z           -   4,390,562.860 (meters)                     COMP
 AI9580  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AI9580  ELLIP HEIGHT-         276.98  (meters)          (07/20/01) GPS OBS
 AI9580  GEOID HEIGHT-         -35.76  (meters)                     GEOID03
 AI9580  DYNAMIC HT  -         312.656 (meters)    1025.77  (feet)  COMP
 AI9580  MODELED GRAV-     980,393.8   (mgal)                       NAVD 88
 AI9580
 AI9580  HORZ ORDER  -  B
 AI9580  VERT ORDER  -  SECOND    CLASS I
 AI9580  ELLP ORDER  -  SECOND    CLASS II
 AI9580
 AI9580.The horizontal coordinates were established by GPS observations
 AI9580.and adjusted by the National Geodetic Survey in July 2001..
 AI9580
 AI9580.The orthometric height was determined by differential leveling
 AI9580.and adjusted by the National Geodetic Survey in February 2001..
 AI9580
 AI9580.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9580
 AI9580.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9580
 AI9580.The ellipsoidal height was determined by GPS observations
 AI9580.and is referenced to NAD 83.
 AI9580
 AI9580.The geoid height was determined by GEOID03.
 AI9580
 AI9580.The dynamic height is computed by dividing the NAVD 88
 AI9580.geopotential number by the normal gravity value computed on the
 AI9580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9580.degrees latitude (g = 980.6199 gals.).
 AI9580
 AI9580.The modeled gravity was interpolated from observed gravity values.
 AI9580
 AI9580;                    North         East     Units Scale Factor Converg.
 AI9580;SPC WI S     -   198,257.823   694,017.223   MT  0.99995422   +0 48 09.0
 AI9580;SPC WI S     -   650,450.87  2,276,954.84   sFT  0.99995422   +0 48 09.0
 AI9580;UTM  16      - 4,848,925.290   352,571.358   MT  0.99986734   -1 16 04.0
 AI9580
 AI9580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9580!SPC WI S     -   0.99995657  x   0.99995422  =   0.99991079
 AI9580!UTM  16      -   0.99995657  x   0.99986734  =   0.99982391
 AI9580
 AI9580                          SUPERSEDED SURVEY CONTROL
 AI9580
 AI9580  NAVD 88 (07/20/01)  312.72   (m)         1026.0    (f) LEVELING    3  
 AI9580
 AI9580.Superseded values are not recommended for survey control.
 AI9580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9580.See file dsdata.txt to determine how the superseded data were derived.
 AI9580
 AI9580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5257148925(NAD 83)
 AI9580_MARKER: DD = SURVEY DISK
 AI9580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9580_STAMPING: METOMEN GPS 1993
 AI9580_MARK LOGO: WI-039
 AI9580_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9580+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2005
 AI9580
 AI9580  HISTORY     - Date     Condition        Report By
 AI9580  HISTORY     - 1993     MONUMENTED       WI-039
 AI9580  HISTORY     - 20000313 GOOD             WIDT
 AI9580  HISTORY     - 20030730 GOOD             USPSQD
 AI9580  HISTORY     - 20040708 GOOD             WIDT
 AI9580  HISTORY     - 20040816 GOOD             WIDT
 AI9580  HISTORY     - 20050527 GOOD             WIDT
 AI9580
 AI9580                          STATION DESCRIPTION
 AI9580
 AI9580'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 AI9580'THE STATION IS LOCATED ABOUT 12.87 KM (8.00 MI) NORTHWEST OF WAUPUN
 AI9580'AND 8.05 KM (5.00 MI) SOUTH OF RIPON.  OWNERSHIP--TOWN OF METOMEN. TO
 AI9580'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 44 WITH STATE
 AI9580'HIGHWAY 49 ABOUT 6.44 KM (4.00 MI) SOUTH OF THE CITY OF RIPON, GO
 AI9580'NORTH ON STATE HIGHWAY 44 AND STATE HIGHWAY 49 FOR 3.22 KM (2.00 MI)
 AI9580'TO BERG ROAD, CONTINUE NORTH ON STATE HIGHWAY 44 AND STATE HIGHWAY 49
 AI9580'FOR 1.61 KM (1.00 MI) TO CARTER ROAD, TURN LEFT AND GO WEST ON CARTER
 AI9580'ROAD FOR 0.56 KM (0.35 MI) TO THE STATION ON THE RIGHT.  THE STATION
 AI9580'IS A BRONZE FOND DU LAC COUNTY GEODETIC CONTROL MARKER DISK STAMPED
 AI9580'--METOMEN GPS 1993-- SET IN THE TOP OF A 45-CM (18-INCH) DIAMETER
 AI9580'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 1.0 M (3.3 FT) BELOW THE
 AI9580'ROADWAY THE ROAD PAVEMENT.  THE STATION IS 5.7 M (18.7 FT) NORTH OF
 AI9580'THE CENTERLINE OF CARTER ROAD, 96 M (315.0 FT) WEST-NORTHWEST OF THE
 AI9580'EXTENDED CENTERLINE OF PRIVATE ENTRANCE --W13404--, 27.6 M (90.6 FT)
 AI9580'WEST-NORTHWEST OF THE TOP CENTER OF A 0.3 M (1.0 FT) DIAMETER
 AI9580'CORRUGATED METAL CULVERT PIPE, 17.8 M (58.4 FT) NORTHEAST OF POWER
 AI9580'POLE --15-14-16 35/53--, AND 0.5 M (1.6 FT) WEST OF A WHITE PLASTIC
 AI9580'WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION
 AI9580'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR A POWER
 AI9580'POLE EXTENDING TO 20 DEGREES ABOVE THE HORIZON.
 AI9580
 AI9580                          STATION RECOVERY (2003)
 AI9580
 AI9580'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AI9580'STATION RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS IN THE
 AI9580'CENTER OF A TRIANGLE FORMED BY THREE 4X4 ORANGE PLASTIC GUARD POSTS.
 AI9580
 AI9580                          STATION RECOVERY (2004)
 AI9580
 AI9580'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 AI9580'RECOVERED AS DESCRIBED.
 AI9580
 AI9580                          STATION RECOVERY (2004)
 AI9580
 AI9580'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 AI9580'RECOVERED AS DESCRIBED.
 AI9580
 AI9580                          STATION RECOVERY (2005)
 AI9580
 AI9580'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AI9580'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5605 ***********************************************************************
 DH5605  DESIGNATION -  METOMEN S GPS
 DH5605  PID         -  DH5605
 DH5605  STATE/COUNTY-  WI/FOND DU LAC
 DH5605  USGS QUAD   -  BRANDON (1980)
 DH5605
 DH5605                         *CURRENT SURVEY CONTROL
 DH5605  ___________________________________________________________________
 DH5605* NAD 83(1997)-  43 44 06.43631(N)    088 48 50.79791(W)     ADJUSTED  
 DH5605* NAVD 88     -                                                        
 DH5605  ___________________________________________________________________
 DH5605  X           -      95,535.148 (meters)                     COMP
 DH5605  Y           -  -4,615,083.637 (meters)                     COMP
 DH5605  Z           -   4,387,065.954 (meters)                     COMP
 DH5605  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 DH5605  ELLIP HEIGHT-         277.90  (meters)          (08/01/05) GPS OBS
 DH5605  GEOID HEIGHT-         -35.66  (meters)                     GEOID03
 DH5605
 DH5605  HORZ ORDER  -  FIRST
 DH5605  ELLP ORDER  -  SECOND    CLASS I
 DH5605
 DH5605.The horizontal coordinates were established by GPS observations
 DH5605.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5605
 DH5605
 DH5605.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5605
 DH5605.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5605
 DH5605.The ellipsoidal height was determined by GPS observations
 DH5605.and is referenced to NAD 83.
 DH5605
 DH5605.The geoid height was determined by GEOID03.
 DH5605
 DH5605;                    North         East     Units Scale Factor Converg.
 DH5605;SPC WI S     -   193,436.775   695,529.768   MT  0.99994950   +0 48 53.4
 DH5605;SPC WI S     -   634,633.82  2,281,917.25   sFT  0.99994950   +0 48 53.4
 DH5605;UTM  16      - 4,844,053.183   353,908.684   MT  0.99986252   -1 15 15.7
 DH5605
 DH5605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5605!SPC WI S     -   0.99995642  x   0.99994950  =   0.99990593
 DH5605!UTM  16      -   0.99995642  x   0.99986252  =   0.99981895
 DH5605
 DH5605                          SUPERSEDED SURVEY CONTROL
 DH5605
 DH5605.No superseded survey control is available for this station.
 DH5605
 DH5605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5390944053(NAD 83)
 DH5605_MARKER: DD = SURVEY DISK
 DH5605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5605_STAMPING: METOMEN S GPS 1993
 DH5605_MARK LOGO: WI-039
 DH5605_PROJECTION: FLUSH
 DH5605_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5605+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2003
 DH5605
 DH5605  HISTORY     - Date     Condition        Report By
 DH5605  HISTORY     - 1992     MONUMENTED       WI-039
 DH5605  HISTORY     - 20030818 GOOD             WIDT
 DH5605
 DH5605                          STATION DESCRIPTION
 DH5605
 DH5605'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5605'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH5605'STATION FROM THE  JUNCTION OF STATE HIGHWAY 44 WITH STATE HIGHWAY 49
 DH5605'ABOUT 9 MI EAST OF THE CITY OF  MARKESAN, GO EAST ON STATE HIGHWAY 49
 DH5605'FOR 0.4 MI TO THE STATION ON THE LEFT.  THE STATION  IS A BRONZE FOND
 DH5605'DU LAC COUNTY GEODETIC CONTROL MARKER DISK SET IN THE TOP OF A 45-CM
 DH5605'DIAMETER CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DH5605'STATION IS 13.5 M  NORTH OF THE CENTERLINE OF STATE HIGHWAY 49, 31.2 M
 DH5605'NORTHWEST OF POWER POLE --15-14-34  30/53--, 5 M EAST OF A FIELD
 DH5605'ENTRANCE, 9 M SOUTH OF A CULTIVATED FIELD AND 0.6 M SOUTH OF A  WHITE
 DH5605'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH5605'OBSTRUCTIONS EXTENDING  HIGHER THAN 10 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5606 ***********************************************************************
 DH5606  DESIGNATION -  METOMEN W GPS
 DH5606  PID         -  DH5606
 DH5606  STATE/COUNTY-  WI/FOND DU LAC
 DH5606  USGS QUAD   -  RIPON (1980)
 DH5606
 DH5606                         *CURRENT SURVEY CONTROL
 DH5606  ___________________________________________________________________
 DH5606* NAD 83(1997)-  43 45 11.81005(N)    088 51 55.55468(W)     ADJUSTED  
 DH5606* NAVD 88     -                                                        
 DH5606  ___________________________________________________________________
 DH5606  X           -      91,373.452 (meters)                     COMP
 DH5606  Y           -  -4,613,763.295 (meters)                     COMP
 DH5606  Z           -   4,388,514.817 (meters)                     COMP
 DH5606  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 DH5606  ELLIP HEIGHT-         265.16  (meters)          (08/01/05) GPS OBS
 DH5606  GEOID HEIGHT-         -35.71  (meters)                     GEOID03
 DH5606
 DH5606  HORZ ORDER  -  FIRST
 DH5606  ELLP ORDER  -  SECOND    CLASS I
 DH5606
 DH5606.The horizontal coordinates were established by GPS observations
 DH5606.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5606
 DH5606
 DH5606.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5606
 DH5606.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5606
 DH5606.The ellipsoidal height was determined by GPS observations
 DH5606.and is referenced to NAD 83.
 DH5606
 DH5606.The geoid height was determined by GEOID03.
 DH5606
 DH5606;                    North         East     Units Scale Factor Converg.
 DH5606;SPC WI S     -   195,396.603   691,368.371   MT  0.99995139   +0 46 46.4
 DH5606;SPC WI S     -   641,063.69  2,268,264.40   sFT  0.99995139   +0 46 46.4
 DH5606;UTM  16      - 4,846,161.840   349,821.104   MT  0.99987741   -1 17 25.0
 DH5606
 DH5606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5606!SPC WI S     -   0.99995842  x   0.99995139  =   0.99990981
 DH5606!UTM  16      -   0.99995842  x   0.99987741  =   0.99983584
 DH5606
 DH5606                          SUPERSEDED SURVEY CONTROL
 DH5606
 DH5606.No superseded survey control is available for this station.
 DH5606
 DH5606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4982146162(NAD 83)
 DH5606_MARKER: DD = SURVEY DISK
 DH5606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5606_STAMPING: METOMEN W GPS 1993
 DH5606_MARK LOGO: WI-039
 DH5606_PROJECTION: FLUSH
 DH5606_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5606+STABILITY: SURFACE MOTION
 DH5606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5606+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2003
 DH5606
 DH5606  HISTORY     - Date     Condition        Report By
 DH5606  HISTORY     - 1992     MONUMENTED       WI-039
 DH5606  HISTORY     - 20030818 GOOD             WIDT
 DH5606
 DH5606                          STATION DESCRIPTION
 DH5606
 DH5606'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5606'OWNERSHIP--FOND DU LAC COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DH5606'OF STATE  HIGHWAY 44 WITH STATE HIGHWAY 49 ABOUT 9 MI EAST OF
 DH5606'MARKESAN, GO WEST, THEN NORTH ON  STATE HIGHWAY 44 FOR 2.6 MI TO
 DH5606'COUNTY HIGHWAY E NORTH, GO NORTH ON COUNTY HIGHWAY E  FOR 0.6 MI TO
 DH5606'THE STATION ON THE RIGHT.  THE STATION IS A BRONZE FOND DU LAC COUNTY
 DH5606'GEODETIC CONTROL MARKER DISK SET IN THE TOP OF A 45-CM DIAMETER
 DH5606'CONCRETE POST ABOUT  LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DH5606'11.7 M EAST OF THE CENTERLINE OF COUNTY   HIGHWAY E, 23.2 M SOUTH OF A
 DH5606'YELLOW WATER PIPE, 11 M NORTH OF THE EXTENDED CENTERLINE  OF A FIELD
 DH5606'ENTRANCE, AND 0.6 M WEST OF A METAL FENCE POST.  ---NOTE---THIS
 DH5606'STATION HAS NO  VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DH5606'ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0397 ***********************************************************************
 QM0397  DESIGNATION -  METZ
 QM0397  PID         -  QM0397
 QM0397  STATE/COUNTY-  WI/LINCOLN
 QM0397  USGS QUAD   -  HEAFFORD JUNCTION (1982)
 QM0397
 QM0397                         *CURRENT SURVEY CONTROL
 QM0397  ___________________________________________________________________
 QM0397* NAD 83(1991)-  45 32 16.33352(N)    089 44 24.98567(W)     ADJUSTED  
 QM0397* NAVD 88     -       447.617  (meters)    1468.56   (feet)  ADJUSTED  
 QM0397  ___________________________________________________________________
 QM0397  LAPLACE CORR-          -7.04  (seconds)                    DEFLEC99
 QM0397  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 QM0397  DYNAMIC HT  -         447.596 (meters)    1468.49  (feet)  COMP
 QM0397  MODELED GRAV-     980,556.4   (mgal)                       NAVD 88
 QM0397
 QM0397  HORZ ORDER  -  FIRST
 QM0397  VERT ORDER  -  FIRST     CLASS II
 QM0397
 QM0397.The horizontal coordinates were established by classical geodetic methods
 QM0397.and adjusted by the National Geodetic Survey in November 1991..
 QM0397
 QM0397.The orthometric height was determined by differential leveling
 QM0397.and adjusted by the National Geodetic Survey in June 1991..
 QM0397
 QM0397.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0397
 QM0397.The geoid height was determined by GEOID03.
 QM0397
 QM0397.The dynamic height is computed by dividing the NAVD 88
 QM0397.geopotential number by the normal gravity value computed on the
 QM0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0397.degrees latitude (g = 980.6199 gals.).
 QM0397
 QM0397.The modeled gravity was interpolated from observed gravity values.
 QM0397
 QM0397;                    North         East     Units Scale Factor Converg.
 QM0397;SPC WI C     -   189,446.959   620,286.200   MT  1.00000743   +0 10 59.7
 QM0397;SPC WI C     -   621,543.90  2,035,055.64   sFT  1.00000743   +0 10 59.7
 QM0397;SPC WI N     -    41,290.218   620,286.157   MT  1.00000535   +0 11 14.5
 QM0397;SPC WI N     -   135,466.32  2,035,055.50   sFT  1.00000535   +0 11 14.5
 QM0397;UTM  16      - 5,046,356.647   286,056.172   MT  1.00016279   -1 57 23.4
 QM0397
 QM0397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0397!SPC WI C     -   0.99993476  x   1.00000743  =   0.99994219
 QM0397!SPC WI N     -   0.99993476  x   1.00000535  =   0.99994011
 QM0397!UTM  16      -   0.99993476  x   1.00016279  =   1.00009754
 QM0397
 QM0397:                Primary Azimuth Mark                     Grid Az
 QM0397:SPC WI C     -  HEAFFORD                                 063 42 40.2
 QM0397:SPC WI N     -  HEAFFORD                                 063 42 25.4
 QM0397:UTM  16      -  HEAFFORD                                 065 51 03.3
 QM0397
 QM0397|---------------------------------------------------------------------|
 QM0397| PID    Reference Object                     Distance      Geod. Az  |
 QM0397|                                                           dddmmss.s |
 QM0397| QM0398 HEAFFORD                            APPROX. 1.9 KM 0635339.9 |
 QM0397|---------------------------------------------------------------------|
 QM0397
 QM0397                          SUPERSEDED SURVEY CONTROL
 QM0397
 QM0397  NAD 83(1986)-  45 32 16.33197(N)    089 44 24.98306(W) AD(       ) 1
 QM0397  NAD 27      -  45 32 16.44000(N)    089 44 24.47500(W) AD(       ) 1
 QM0397  NGVD 29 (??/??/92)  447.625  (m)         1468.58   (f) ADJ UNCH    1 2
 QM0397
 QM0397.Superseded values are not recommended for survey control.
 QM0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0397.See file dsdata.txt to determine how the superseded data were derived.
 QM0397
 QM0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR8605646357(NAD 83)
 QM0397_MARKER: DS = TRIANGULATION STATION DISK
 QM0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0397
 QM0397  HISTORY     - Date     Condition        Report By
 QM0397  HISTORY     - 1921     MONUMENTED       CGS
 QM0397  HISTORY     - 1922     GOOD             NGS
 QM0397  HISTORY     - 1934     GOOD             NGS
 QM0397  HISTORY     - 1952     GOOD             CGS
 QM0397  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0397
 QM0397                          STATION DESCRIPTION
 QM0397
 QM0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0397'THIS STATION IS ABOUT 3/4 MILE E OF THE TOWN OF BRADLEY, ON
 QM0397'THE S SIDE OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 QM0397'RAILWAY, ON THE EXTENSION OF THE S RAIL FROM THE E, AND THE
 QM0397'S RAIL FROM THE W ON THE POINT OF INTERSECTION AT THE FIRST
 QM0397'CURVE E OF BRADLEY.  IT IS 8.03 METERS (26.35 FEET) S OF THE
 QM0397'TRACK.  REFERENCE MARK IS ON THE SAME SIDE OF THE TRACK.
 QM0397'
 QM0397'STATION MARK IS A REGULATION BRONZE DISK SET IN CONCRETE BLOCK
 QM0397'3 BY 3 BY 4 FEET.
 QM0397'
 QM0397'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 QM0397
 QM0397                          STATION RECOVERY (1922)
 QM0397
 QM0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 QM0397'0.7 MI E FROM BRADLEY.
 QM0397'ABOUT 3/4 MILES EAST OF BRADLEY, ON THE SOUTH SIDE OF THE
 QM0397'TRACK, ON THE EXTENSION OF THE SOUTH RAIL FROM THE EAST, AND
 QM0397'THE SOUTH RAIL FROM THE WEST, ON THE POINT OF INTERSECTION OF
 QM0397'THESE TANGENTS, AT THE FIRST CURVE EAST OF BRADLEY.  THE STATION
 QM0397'IS 8.03M (26.35 FT) SOUTH OF THE SOUTH RAIL OF THE M. ST. P.
 QM0397'AND S.S.M. RY.
 QM0397
 QM0397                          STATION RECOVERY (1934)
 QM0397
 QM0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QM0397'RECOVERED IN GOOD CONDITION.
 QM0397
 QM0397                          STATION RECOVERY (1952)
 QM0397
 QM0397'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QM0397'STATION MARK AND THE REFERENCE MARK WERE RECOVERED AS PREVIOUSLY
 QM0397'DESCRIBED AND FOUND TO BE IN GOOD CONDITION, EXCEPT THE REFERENCE
 QM0397'MARK IS COVERED OVER WITH ABOUT 2 INCHES OF DIRT.
 QM0397
 QM0397                          STATION RECOVERY (1985)
 QM0397
 QM0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0397'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0843 ***********************************************************************
 RM0843  DESIGNATION -  METZGER
 RM0843  PID         -  RM0843
 RM0843  STATE/COUNTY-  WI/DOUGLAS
 RM0843  USGS QUAD   -  METZGER LAKE (1984)
 RM0843
 RM0843                         *CURRENT SURVEY CONTROL
 RM0843  ___________________________________________________________________
 RM0843* NAD 83(1991)-  46 19 08.63063(N)    091 41 42.58550(W)     ADJUSTED  
 RM0843* NAVD 88     -       350.     (meters)    1148.     (feet)  SCALED    
 RM0843  ___________________________________________________________________
 RM0843  LAPLACE CORR-          -7.82  (seconds)                    DEFLEC99
 RM0843  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 RM0843
 RM0843  HORZ ORDER  -  SECOND
 RM0843
 RM0843.The horizontal coordinates were established by classical geodetic methods
 RM0843.and adjusted by the National Geodetic Survey in March 1999..
 RM0843
 RM0843.The orthometric height was scaled from a topographic map.
 RM0843
 RM0843.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0843
 RM0843.The geoid height was determined by GEOID03.
 RM0843
 RM0843;                    North         East     Units Scale Factor Converg.
 RM0843;SPC WI N     -   129,476.415   469,460.520   MT  0.99994882   -1 13 22.2
 RM0843;SPC WI N     -   424,790.54  1,540,221.72   sFT  0.99994882   -1 13 22.2
 RM0843;UTM  15      - 5,130,325.993   600,453.868   MT  0.99972404   +0 56 37.4
 RM0843
 RM0843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0843!SPC WI N     -   0.99994943  x   0.99994882  =   0.99989825
 RM0843!UTM  15      -   0.99994943  x   0.99972404  =   0.99967348
 RM0843
 RM0843:                Primary Azimuth Mark                     Grid Az
 RM0843:SPC WI N     -  METZGER AZ MK                            182 20 07.4
 RM0843:UTM  15      -  METZGER AZ MK                            180 10 07.8
 RM0843
 RM0843|---------------------------------------------------------------------|
 RM0843| PID    Reference Object                     Distance      Geod. Az  |
 RM0843|                                                           dddmmss.s |
 RM0843| CJ3330 METZGER AZ MK                                      1810645.2 |
 RM0843| CJ3331 METZGER RM 1                         29.263 METERS 22305     |
 RM0843| CJ3332 METZGER RM 2                         25.376 METERS 30613     |
 RM0843|---------------------------------------------------------------------|
 RM0843
 RM0843                          SUPERSEDED SURVEY CONTROL
 RM0843
 RM0843  NAD 83(1991)-  46 19 08.62952(N)    091 41 42.58365(W) AD(       ) 2
 RM0843  NAD 83(1986)-  46 19 08.62424(N)    091 41 42.58056(W) AD(       ) 2
 RM0843  NAD 27      -  46 19 08.83300(N)    091 41 41.90600(W) AD(       ) 2
 RM0843
 RM0843.Superseded values are not recommended for survey control.
 RM0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0843.See file dsdata.txt to determine how the superseded data were derived.
 RM0843
 RM0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM0045430326(NAD 83)
 RM0843_MARKER: DS = TRIANGULATION STATION DISK
 RM0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0843
 RM0843  HISTORY     - Date     Condition        Report By
 RM0843  HISTORY     - 1953     MONUMENTED       CGS
 RM0843  HISTORY     - 19920817 MARK NOT FOUND   USPSQD
 RM0843
 RM0843                          STATION DESCRIPTION
 RM0843
 RM0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 RM0843'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF GORDON
 RM0843'AND 7 MILES EAST-SOUTHEAST OF SOLON SPRINGS ON THE EAST
 RM0843'RIGHT-OF-WAY OF A DIRT ROAD.  IT IS 48 FEET EAST OF THE
 RM0843'CENTER OF THE ROAD, 45 FEET NORTHEAST OF AN 8 INCH TRIANGLE
 RM0843'BLAZED TREE AND 4 FEET WEST OF A WITNESS POST.  THE MARK
 RM0843'PROJECTS 8 INCHES AND THE DISK IS STAMPED METZGER 1953.
 RM0843'
 RM0843'REFERENCE MARK NO. 1 IS 52 FEET SOUTHWEST OF THE TRIANGLE
 RM0843'BLAZED TREE AND 22 FEET WEST OF THE CENTER OF THE ROAD.  THE
 RM0843'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED METZGER NO 1
 RM0843'1953.
 RM0843'
 RM0843'REFERENCE MARK NO. 2 IS 22 FEET WEST OF THE CENTER OF THE
 RM0843'ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 RM0843'METZGER NO 2 1953.
 RM0843'
 RM0843'AZIMUTH MARK IS 20 FEET WEST OF THE CENTER OF THE DIRT ROAD AND
 RM0843'1.5 FEET NORTHWEST OF A WITNESS POST.  THE MARK PROJECTS
 RM0843'6 INCHES AND THE DISK IS STAMPED METZGER 1953.
 RM0843'
 RM0843'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 53 AND
 RM0843'COUNTY ROUTE Y IN GORDON, GO EAST ON COUNTY ROUTE Y FOR 0.3
 RM0843'MILE TO THE JUNCTION OF COUNTY ROUTE G, CONTINUE NORTHEAST
 RM0843'AND EAST ON COUNTY ROUTE Y FOR 4.15 MILES TO A DIRT SIDE
 RM0843'ROAD LEFT.  TURN LEFT AND GO NORTH ON A DIRT ROAD FOR 2.7
 RM0843'MILES TO A LOW WOODEN BRIDGE OVER A SMALL SWIFT CREEK, CONTINUE
 RM0843'FOR 1.6 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE FOR
 RM0843'0.4 MILE TO THE STATION ON THE RIGHT.
 RM0843'
 RM0843'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 RM0843
 RM0843                          STATION RECOVERY (1992)
 RM0843
 RM0843'RECOVERY NOTE BY US POWER SQUADRON 1992 (LJK)
 RM0843'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0687 ***********************************************************************
 PN0687  DESIGNATION -  MEYER USLS
 PN0687  PID         -  PN0687
 PN0687  STATE/COUNTY-  WI/WINNEBAGO
 PN0687  USGS QUAD   -  NEENAH (1992)
 PN0687
 PN0687                         *CURRENT SURVEY CONTROL
 PN0687  ___________________________________________________________________
 PN0687* NAD 83(1986)-  44 08 00.     (N)    088 28 12.     (W)     SCALED    
 PN0687* NAVD 88     -       228.832  (meters)     750.76   (feet)  ADJUSTED  
 PN0687  ___________________________________________________________________
 PN0687  GEOID HEIGHT-         -36.29  (meters)                     GEOID03
 PN0687  DYNAMIC HT  -         228.790 (meters)     750.62  (feet)  COMP
 PN0687  MODELED GRAV-     980,431.6   (mgal)                       NAVD 88
 PN0687
 PN0687  VERT ORDER  -  FIRST     CLASS 0
 PN0687
 PN0687.The horizontal coordinates were scaled from a topographic map and have
 PN0687.an estimated accuracy of +/- 6 seconds.
 PN0687
 PN0687.The orthometric height was determined by differential leveling
 PN0687.and adjusted by the National Geodetic Survey in June 1991..
 PN0687
 PN0687.The geoid height was determined by GEOID03.
 PN0687
 PN0687.The dynamic height is computed by dividing the NAVD 88
 PN0687.geopotential number by the normal gravity value computed on the
 PN0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0687.degrees latitude (g = 980.6199 gals.).
 PN0687
 PN0687.The modeled gravity was interpolated from observed gravity values.
 PN0687
 PN0687;                    North         East    Units  Estimated Accuracy
 PN0687;SPC WI S     -   238,130.      722,440.      MT  (+/- 180 meters Scaled)
 PN0687
 PN0687                          SUPERSEDED SURVEY CONTROL
 PN0687
 PN0687.No superseded survey control is available for this station.
 PN0687
 PN0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP824877(NAD 83)
 PN0687_MARKER: I = METAL ROD
 PN0687_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PN0687_SP_SET: COPPER-CLAD STEEL ROD
 PN0687_PROJECTION: RECESSED 3 CENTIMETERS
 PN0687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0687_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0687+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2003
 PN0687_ROD/PIPE-DEPTH: 2.44 meters
 PN0687
 PN0687  HISTORY     - Date     Condition        Report By
 PN0687  HISTORY     - 1962     MONUMENTED       USLS
 PN0687  HISTORY     - 1974     GOOD             NOS
 PN0687  HISTORY     - 20031212 GOOD             USPSQD
 PN0687  HISTORY     - 20060114 MARK NOT FOUND   USPSQD
 PN0687
 PN0687                          STATION DESCRIPTION
 PN0687
 PN0687'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 PN0687'1.0 MI SOUTH FROM NEENAH.
 PN0687'1 MILE SOUTH ALONG COUNTY ROAD A, FROM THE T INTERSECTION OF SOUTH
 PN0687'PARK DRIVE AND COMMERCIAL STREET (COUNTY ROAD A) IN NEENAH, 0.75 MILE
 PN0687'SOUTH OF THE INTERSECTION OF COUNTY ROAD A AND COUNTY ROAD G, 109.6
 PN0687'FT. NORTHWEST OF SOUTHWEST CORNER AND 88.6 FT. NORTHWEST OF NORTHWEST
 PN0687'CORNER OF WHITE FRAME DWELLING NO. 1918, 65.1 FT. NORTH AND IN LINE
 PN0687'WITH NORTH FACE OF DWELLING NO. 1918, 35 FT. WEST OF CENTERLINE OF
 PN0687'COUNTY ROAD A, 1 FT. EAST OF U.P. NO. 121, 1/4 FT. BELOW THE GROUND
 PN0687'SURFACE, A 5/8 INCH DIAMETER COPPER COATED STEEL ROD, 8 FT. LONG.
 PN0687
 PN0687                          STATION RECOVERY (2003)
 PN0687
 PN0687'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0687'RECOVERED IN GOOD CONDITION.  NOTE-- THE POWER POLE HAS 2 GUY WIRES.
 PN0687
 PN0687                          STATION RECOVERY (2006)
 PN0687
 PN0687'RECOVERY NOTE BY US POWER SQUADRON 2006 (LC)
 PN0687'NOT FOUND WITH PROBING, USING A MAGNETIC LOCATOR, AND DIGGING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4632 ***********************************************************************
 AA4632  PACS        -  This is a Primary Airport Control Station.
 AA4632  DESIGNATION -  MFI A
 AA4632  PID         -  AA4632
 AA4632  STATE/COUNTY-  WI/WOOD
 AA4632  USGS QUAD   -  MARSHFIELD (1979)
 AA4632
 AA4632                         *CURRENT SURVEY CONTROL
 AA4632  ___________________________________________________________________
 AA4632* NAD 83(1997)-  44 38 40.37937(N)    090 11 37.07197(W)     ADJUSTED  
 AA4632* NAVD 88     -       388.67   (meters)    1275.2    (feet)  GPS OBS   
 AA4632  ___________________________________________________________________
 AA4632  X           -     -15,362.123 (meters)                     COMP
 AA4632  Y           -  -4,545,661.590 (meters)                     COMP
 AA4632  Z           -   4,459,580.075 (meters)                     COMP
 AA4632  LAPLACE CORR-          -5.57  (seconds)                    DEFLEC99
 AA4632  ELLIP HEIGHT-         354.70  (meters)          (04/28/99) GPS OBS
 AA4632  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 AA4632
 AA4632  HORZ ORDER  -  B
 AA4632  ELLP ORDER  -  THIRD     CLASS I
 AA4632
 AA4632.This mark is at Marshfield Airport (MFI)
 AA4632
 AA4632.The horizontal coordinates were established by GPS observations
 AA4632.and adjusted by the National Geodetic Survey in April 1999..
 AA4632.No horizontal observational check was made to the station.
 AA4632
 AA4632.The orthometric height was determined by GPS observations and a
 AA4632.high-resolution geoid model.
 AA4632
 AA4632.GPS derived orthometric heights for airport stations designated as
 AA4632.PACS or SACS are published to 2 decimal places.  This maintains
 AA4632.centimeter relative accuracy between the PACS and SACS.  It does
 AA4632.not indicate centimeter accuracy relative to other marks which are
 AA4632.part of the NAVD 88 network.
 AA4632
 AA4632.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4632
 AA4632.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4632
 AA4632.The ellipsoidal height was determined by GPS observations
 AA4632.and is referenced to NAD 83.
 AA4632
 AA4632.The geoid height was determined by GEOID03.
 AA4632
 AA4632;                    North         East     Units Scale Factor Converg.
 AA4632;SPC WI C     -    90,159.115   584,639.501   MT  0.99994884   -0 08 11.8
 AA4632;SPC WI C     -   295,797.03  1,918,104.76   sFT  0.99994884   -0 08 11.8
 AA4632;UTM  15      - 4,947,297.119   722,549.301   MT  1.00020910   +1 58 22.3
 AA4632
 AA4632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4632!SPC WI C     -   0.99994439  x   0.99994884  =   0.99989323
 AA4632!UTM  15      -   0.99994439  x   1.00020910  =   1.00015348
 AA4632
 AA4632                          SUPERSEDED SURVEY CONTROL
 AA4632
 AA4632  NAD 83(1991)-  44 38 40.37854(N)    090 11 37.07025(W) AD(       ) B
 AA4632  ELLIP H (11/14/94)  354.71   (m)                       GP(       ) 4 2
 AA4632  NGVD 29 (11/14/94)  388.56   (m)         1274.8    (f) LEVELING    3  
 AA4632
 AA4632.Superseded values are not recommended for survey control.
 AA4632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4632.See file dsdata.txt to determine how the superseded data were derived.
 AA4632
 AA4632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK2254947297(NAD 83)
 AA4632_MARKER: DD = SURVEY DISK
 AA4632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4632_STAMPING: MFI A 1980
 AA4632_MARK LOGO: NOS   
 AA4632_PROJECTION: FLUSH
 AA4632_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4632+STABILITY: SURFACE MOTION
 AA4632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4632+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2004
 AA4632
 AA4632  HISTORY     - Date     Condition        Report By
 AA4632  HISTORY     - 1980     MONUMENTED       NOS
 AA4632  HISTORY     - 19971120 GOOD             NGS
 AA4632  HISTORY     - 20041009 GOOD             USPSQD
 AA4632
 AA4632                          STATION DESCRIPTION
 AA4632
 AA4632'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (EEE)
 AA4632'THE STATION IS LOCATED AT THE NORTH END OF MARSHFIELD MUNICIPAL
 AA4632'AIRPORT IN MARSHFIELD WI. NEAR RUNWAY END 16.
 AA4632' 
 AA4632'THE STATION IS 153.3 FT (46.7 M) EAST-NORTHEAST OF THE CENTERLINE END
 AA4632'16, 63.6 FT (19.4 M) EAST-NORTHEAST OF THE EASTERLY REIL, 39.0 FT
 AA4632'(11.9 M) NORTHWEST OF THE NORTHWEST CORNER OF THE RUNUP PAD, AND 25.1
 AA4632'FT (7.7 M) NORTH-NORTHWEST OF THE NORTH EDGE OF THE RUNUP PAD.
 AA4632' 
 AA4632'THE STATION IS A STANDARD NOS DISK SET IN A CONCRETE MONUMENT FLUSH
 AA4632'WITH THE GROUND.
 AA4632' 
 AA4632'TO OBTAIN ACCESSS TO THE AIRPORT AND THE STATION CONTACT MR. HAROLD
 AA4632'(DUFFY) GAIER, AIRPORT MANAGER, MARSHFIELD MUNICIPAL AIRPORT, 210 W
 AA4632'29TH ST., MARSHFIELD, WI, PHONE (715) 387-2211.
 AA4632' 
 AA4632'RECOVERED AND DESCRIBED BY RALPH A. HARRELL, CHIEF OF NOS PARTY.
 AA4632
 AA4632                          STATION RECOVERY (1997)
 AA4632
 AA4632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AA4632'NOTE--THIS IS THE PRIMARY AIRPORT CONTROL (PAC) STATION FOR THE
 AA4632'MARSHFIELD MUNICIPAL (MFI) AIRPORT.  THE STATION IS LOCATED NEAR THE
 AA4632'SOUTHWEST SIDE OF MARSHFIELD AT THE MARSHFIELD MUNICIPAL AIRPORT, NEAR
 AA4632'THE NORTHERN END OF THE AIRFIELD, AND ALONG THE NORTHWEST SIDE OF THE
 AA4632'TURN AROUND FOR RUNWAY END 16.  OWNERSHIP--CITY OF MARSHFIELD, 210
 AA4632'WEST 29TH STREET, MARSHFIELD, WI 54449.  AIRPORT MANAGER IS HAROLD
 AA4632'GAIER.  PHONE 715-387-2211 OR 715-743-4400.  TO REACH THE STATION FROM
 AA4632'THE JUNCTION OF U.S.  HIGHWAY 10, STATE HIGHWAY 13 AND COUNTY ROAD BB
 AA4632'WEST NEAR THE SOUTH SIDE OF MARSHFIELD, GO NORTH ON HIGHWAY 13 FOR
 AA4632'1.61 KM (1.00 MI) TO A PAVED CROSSROAD.  TURN LEFT AND GO WEST ON 29TH
 AA4632'STREET FOR 0.29 KM (0.20 MI) TO A PAVED ROAD LEFT TO A SMALL CLINIC
 AA4632'(AIRPORT MANAGERS OFFICE IS LOCATED ON THE WEST END OF THE BUILDING) .
 AA4632'TURN LEFT AND GO SOUTH ON THE ROAD AND THROUGH A PARKING LOT FOR 0.35
 AA4632'KM (0.20 MI) TO THE EAST END OF THE BUILDING AND THE APRON.  CONTINUE
 AA4632'AHEAD, SOUTHEAST ACROSS THE APRON FOR 0.08 KM (0.05 MI) TO A TAXIWAY.
 AA4632'TURN RIGHT AND GO WEST, THEN NORTHWEST ALONG THE TAXIWAY FOR 0.32 KM
 AA4632'(0.20 MI) TO THE WEST APRON.  TURN LEFT AND GO WEST ACROSS THE APRON,
 AA4632'THEN SOUTHWEST ALONG A TAXIWAY FOR 0.32 KM (0.20 MI) TO THE JUNCTION
 AA4632'OF RUNWAY 16-34.  TURN RIGHT AND GO NORTHWEST ALONG THE RUNWAY FOR
 AA4632'0.72 KM (0.45 MI) TO THE STATION ON THE LEFT.  THE STATION IS SET IN
 AA4632'THE TOP OF A 30 CM ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS,
 AA4632'51.1 M (167.7 FT) EAST-NORTHEAST OF THE CENTER OF RUNWAY END 16, 47.2
 AA4632'M (154.9 FT) SOUTH-SOUTHWEST OF THE CENTER OF A DIRT ROAD ALONG A
 AA4632'FIELD, 28.2 M (92.5 FT) EAST-NORTHEAST OF THE EAST 1 OF 4 THRESHOLD
 AA4632'LIGHTS, 19.4 M (63.6 FT) EAST-NORTHEAST OF A REIL LIGHT, 12.1 M (39.7
 AA4632'FT) NORTHWEST OF THE NORTHWEST CORNER OF THE RUNUP PAD, AND 7.9 M
 AA4632'(25.9 FT) NORTH-NORTHWEST OF THE NORTHWEST EDGE OF THE RUNUP PAD.
 AA4632
 AA4632                          STATION RECOVERY (2004)
 AA4632
 AA4632'RECOVERY NOTE BY US POWER SQUADRON 2004 (DS)
 AA4632'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4633 ***********************************************************************
 AA4633  SACS        -  This is a Secondary Airport Control Station.
 AA4633  DESIGNATION -  MFI C
 AA4633  PID         -  AA4633
 AA4633  STATE/COUNTY-  WI/WOOD
 AA4633  USGS QUAD   -  MARSHFIELD (1979)
 AA4633
 AA4633                         *CURRENT SURVEY CONTROL
 AA4633  ___________________________________________________________________
 AA4633* NAD 83(1997)-  44 38 21.95175(N)    090 10 59.94056(W)     ADJUSTED  
 AA4633* NAVD 88     -       379.94   (+/-2cm)    1246.5    (feet)  VERTCON   
 AA4633  ___________________________________________________________________
 AA4633  X           -     -14,545.080 (meters)                     COMP
 AA4633  Y           -  -4,546,057.838 (meters)                     COMP
 AA4633  Z           -   4,459,169.243 (meters)                     COMP
 AA4633  LAPLACE CORR-          -5.41  (seconds)                    DEFLEC99
 AA4633  ELLIP HEIGHT-         346.04  (meters)          (05/03/99) GPS OBS
 AA4633  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 AA4633
 AA4633  HORZ ORDER  -  FIRST
 AA4633  VERT ORDER  -  THIRD ? (See Below)
 AA4633  ELLP ORDER  -  FOURTH    CLASS II
 AA4633
 AA4633.This mark is at Marshfield Airport (MFI)
 AA4633
 AA4633.The horizontal coordinates were established by GPS observations
 AA4633.and adjusted by the National Geodetic Survey in May 1999..
 AA4633.No horizontal observational check was made to the station.
 AA4633
 AA4633.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4633
 AA4633.GPS derived orthometric heights for airport stations designated as
 AA4633.PACS or SACS are published to 2 decimal places.  This maintains
 AA4633.centimeter relative accuracy between the PACS and SACS.  It does
 AA4633.not indicate centimeter accuracy relative to other marks which are
 AA4633.part of the NAVD 88 network.
 AA4633.The vertical order pertains to the NGVD 29 superseded value.
 AA4633
 AA4633.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4633
 AA4633.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4633
 AA4633.The ellipsoidal height was determined by GPS observations
 AA4633.and is referenced to NAD 83.
 AA4633
 AA4633.The geoid height was determined by GEOID03.
 AA4633
 AA4633;                    North         East     Units Scale Factor Converg.
 AA4633;SPC WI C     -    89,588.422   585,456.434   MT  0.99994920   -0 07 45.6
 AA4633;SPC WI C     -   293,924.68  1,920,784.98   sFT  0.99994920   -0 07 45.6
 AA4633;UTM  15      - 4,946,756.741   723,386.906   MT  1.00021370   +1 58 47.8
 AA4633
 AA4633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4633!SPC WI C     -   0.99994575  x   0.99994920  =   0.99989495
 AA4633!UTM  15      -   0.99994575  x   1.00021370  =   1.00015943
 AA4633
 AA4633                          SUPERSEDED SURVEY CONTROL
 AA4633
 AA4633  NAD 83(1991)-  44 38 21.95108(N)    090 10 59.93942(W) AD(       ) 1
 AA4633  ELLIP H (11/14/94)  346.06   (m)                       GP(       ) 4 2
 AA4633  NGVD 29 (11/14/94)  379.95   (m)         1246.6    (f) LEVELING    3  
 AA4633
 AA4633.Superseded values are not recommended for survey control.
 AA4633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4633.See file dsdata.txt to determine how the superseded data were derived.
 AA4633
 AA4633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK2338746757(NAD 83)
 AA4633_MARKER: DD = SURVEY DISK
 AA4633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4633_STAMPING: MFI C 1993
 AA4633_MARK LOGO: NOS   
 AA4633_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4633+STABILITY: SURFACE MOTION
 AA4633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4633+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4633
 AA4633  HISTORY     - Date     Condition        Report By
 AA4633  HISTORY     - 1993     MONUMENTED       NOS
 AA4633  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 AA4633  HISTORY     - 20050509 MARK NOT FOUND   WIDT
 AA4633
 AA4633                          STATION DESCRIPTION
 AA4633
 AA4633'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (RAH)
 AA4633'THE STATION IS LOCATED AT THE NORTHEAST END OF THE MARSHFIELD
 AA4633'MUNICIPAL AIRPORT NEAR RUNWAY END 22 IN MARSHFIELD WI.
 AA4633'
 AA4633'THE STATION IS 161.4 FT (49.2 M) NORTHWEST OF A SIGN 22, 60.1 FT (18.3
 AA4633'M) SOUTHEAST OF THE SOUTHEAST CORNER OF AN ASPHALT RAMP, AND 39.5 FT
 AA4633'(12.0 M) NORTH OF THE NORTH EDGE OF THE TAXIWAY.
 AA4633'
 AA4633'THE STATION IS A STANDARD NOS DISK SET IN A CONCRETE MOONUMENT FLUSH
 AA4633'WITH THE GROUND.
 AA4633'
 AA4633'TO OBTAIN ACCESS TO THE AIRPORT AND THE STATION CONTACT MR. HAROLD
 AA4633'(DUFFY) GAIER, AIRPORT MANAGER, MARSHFIELD MUNICIPAL AIRPORT, 210 W
 AA4633'29TH ST., MARSHFIELD, WI., PHONE (715) 387-2211.
 AA4633
 AA4633                          STATION RECOVERY (2004)
 AA4633
 AA4633'RECOVERY NOTE BY US POWER SQUADRON 2004 (DS)
 AA4633'REMOVED DURING CONSTRUCTION
 AA4633
 AA4633                          STATION RECOVERY (2005)
 AA4633
 AA4633'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (EPS)
 AA4633'LIKELY DESTROYED DURING RUNWAY CONSTRUCTION SUMMER 2000
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4634 ***********************************************************************
 AA4634  SACS        -  This is a Secondary Airport Control Station.
 AA4634  DESIGNATION -  MFI D
 AA4634  PID         -  AA4634
 AA4634  STATE/COUNTY-  WI/WOOD
 AA4634  USGS QUAD   -  MARSHFIELD (1979)
 AA4634
 AA4634                         *CURRENT SURVEY CONTROL
 AA4634  ___________________________________________________________________
 AA4634* NAD 83(1997)-  44 37 53.94449(N)    090 11 11.85958(W)     ADJUSTED  
 AA4634* NAVD 88     -       381.66   (+/-2cm)    1252.2    (feet)  VERTCON   
 AA4634  ___________________________________________________________________
 AA4634  X           -     -14,809.757 (meters)                     COMP
 AA4634  Y           -  -4,546,665.642 (meters)                     COMP
 AA4634  Z           -   4,458,555.215 (meters)                     COMP
 AA4634  LAPLACE CORR-          -5.31  (seconds)                    DEFLEC99
 AA4634  ELLIP HEIGHT-         347.74  (meters)          (05/03/99) GPS OBS
 AA4634  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 AA4634
 AA4634  HORZ ORDER  -  FIRST
 AA4634  VERT ORDER  -  THIRD ? (See Below)
 AA4634  ELLP ORDER  -  FOURTH    CLASS II
 AA4634
 AA4634.This mark is at Marshfield Airport (MFI)
 AA4634
 AA4634.The horizontal coordinates were established by GPS observations
 AA4634.and adjusted by the National Geodetic Survey in May 1999..
 AA4634.No horizontal observational check was made to the station.
 AA4634
 AA4634.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4634
 AA4634.GPS derived orthometric heights for airport stations designated as
 AA4634.PACS or SACS are published to 2 decimal places.  This maintains
 AA4634.centimeter relative accuracy between the PACS and SACS.  It does
 AA4634.not indicate centimeter accuracy relative to other marks which are
 AA4634.part of the NAVD 88 network.
 AA4634.The vertical order pertains to the NGVD 29 superseded value.
 AA4634
 AA4634.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4634
 AA4634.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4634
 AA4634.The ellipsoidal height was determined by GPS observations
 AA4634.and is referenced to NAD 83.
 AA4634
 AA4634.The geoid height was determined by GEOID03.
 AA4634
 AA4634;                    North         East     Units Scale Factor Converg.
 AA4634;SPC WI C     -    88,724.540   585,191.780   MT  0.99994977   -0 07 54.0
 AA4634;SPC WI C     -   291,090.43  1,919,916.70   sFT  0.99994977   -0 07 54.0
 AA4634;UTM  15      - 4,945,883.473   723,154.163   MT  1.00021242   +1 58 38.4
 AA4634
 AA4634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4634!SPC WI C     -   0.99994548  x   0.99994977  =   0.99989525
 AA4634!UTM  15      -   0.99994548  x   1.00021242  =   1.00015789
 AA4634
 AA4634                          SUPERSEDED SURVEY CONTROL
 AA4634
 AA4634  NAD 83(1991)-  44 37 53.94382(N)    090 11 11.85848(W) AD(       ) 1
 AA4634  ELLIP H (11/14/94)  347.76   (m)                       GP(       ) 4 2
 AA4634  NGVD 29 (11/14/94)  381.67   (m)         1252.2    (f) LEVELING    3  
 AA4634
 AA4634.Superseded values are not recommended for survey control.
 AA4634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4634.See file dsdata.txt to determine how the superseded data were derived.
 AA4634
 AA4634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK2315445883(NAD 83)
 AA4634_MARKER: DD = SURVEY DISK
 AA4634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4634_STAMPING: MFI D 1993
 AA4634_MARK LOGO: NOS   
 AA4634_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4634+STABILITY: SURFACE MOTION
 AA4634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4634+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2004
 AA4634
 AA4634  HISTORY     - Date     Condition        Report By
 AA4634  HISTORY     - 1993     MONUMENTED       NOS
 AA4634  HISTORY     - 20041009 GOOD             USPSQD
 AA4634
 AA4634                          STATION DESCRIPTION
 AA4634
 AA4634'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (RAH)
 AA4634'THE STATION IS LOCATED AT THE SOUTH END OF THE MARSHFIELD MUNICIPAL
 AA4634'AIRPORT NEAR RUNWAY END 34, IN MARSHFIELD, WI.
 AA4634' 
 AA4634'THE STATION IS 130.0 FT (39.6 M) EAST OF THE CENTERLINE END RUNWAY 34,
 AA4634'70.2 FT (21.4 M) EAST  OF THE EASTERLYMOST THRESHOLD LIGHT, 29.3 FT
 AA4634'(8.9 M) SOUTHWEST OF THE SOUTHEAST CORNER OF A RUNUP PAD, AND 20.2 FT
 AA4634'(6.2 M) SOUTH-SOUTHEAST OF THE SOUTHERLY EDGE OF THE RUNUP PAD.
 AA4634' 
 AA4634'THE STATION IS A STANDARD NOS DISK SET IN A CONCRETE MONUMENT FLUSH
 AA4634'WITH THE GROUND.
 AA4634' 
 AA4634'TO OBTAIN ACCESS TO THE AIRPORT AND THE STATION CONTACT MR. HAROLD
 AA4634'(DUFFY) GAIER, AIRPORT MANAGER, MARSHFIELD MUNICIPAL AIRPORT, 210 W
 AA4634'29TH ST., MARSHFIELD, WI., PHONE (715) 387-2211.
 AA4634
 AA4634                          STATION RECOVERY (2004)
 AA4634
 AA4634'RECOVERY NOTE BY US POWER SQUADRON 2004 (DS)
 AA4634'RUNWAY CHANGED. NOW 20.6 FEET FROM THE EAST EDGE OF THE RUNWAY PAD.
 AA4634'THEN 20.2 FEET SOUTH-SOUTHEAST OF THE SOUTH EDGE OF PAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL0943 ***********************************************************************
 RL0943  DESIGNATION -  MICH WIS M P 45 AZ
 RL0943  PID         -  RL0943
 RL0943  STATE/COUNTY-  WI/VILAS
 RL0943  USGS QUAD   -  LAND O' LAKES (1982)
 RL0943
 RL0943                         *CURRENT SURVEY CONTROL
 RL0943  ___________________________________________________________________
 RL0943* NAD 83(1986)-  46 09 35.     (N)    089 12 18.     (W)     SCALED    
 RL0943* NAVD 88     -       519.668  (meters)    1704.94   (feet)  ADJUSTED  
 RL0943  ___________________________________________________________________
 RL0943  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 RL0943  DYNAMIC HT  -         519.664 (meters)    1704.93  (feet)  COMP
 RL0943  MODELED GRAV-     980,591.7   (mgal)                       NAVD 88
 RL0943
 RL0943  VERT ORDER  -  SECOND    CLASS 0
 RL0943
 RL0943.The horizontal coordinates were scaled from a topographic map and have
 RL0943.an estimated accuracy of +/- 6 seconds.
 RL0943
 RL0943.The orthometric height was determined by differential leveling
 RL0943.and adjusted by the National Geodetic Survey in June 1991..
 RL0943
 RL0943.The geoid height was determined by GEOID03.
 RL0943
 RL0943.The dynamic height is computed by dividing the NAVD 88
 RL0943.geopotential number by the normal gravity value computed on the
 RL0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0943.degrees latitude (g = 980.6199 gals.).
 RL0943
 RL0943.The modeled gravity was interpolated from observed gravity values.
 RL0943
 RL0943;                    North         East    Units  Estimated Accuracy
 RL0943;SPC WI N     -   110,680.      661,400.      MT  (+/- 180 meters Scaled)
 RL0943
 RL0943                          SUPERSEDED SURVEY CONTROL
 RL0943
 RL0943  NGVD 29 (??/??/92)  519.683  (m)         1704.99   (f) ADJ UNCH    2 0
 RL0943
 RL0943.Superseded values are not recommended for survey control.
 RL0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0943.See file dsdata.txt to determine how the superseded data were derived.
 RL0943
 RL0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS297141(NAD 83)
 RL0943_MARKER: DZ = AZIMUTH MARK DISK
 RL0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0943_STAMPING: MICH-WIS MP 45 1940
 RL0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0943+STABILITY: SURFACE MOTION
 RL0943
 RL0943  HISTORY     - Date     Condition        Report By
 RL0943  HISTORY     - 1940     MONUMENTED       CGS
 RL0943  HISTORY     - 1948     GOOD             NGS
 RL0943  HISTORY     - 19960620 POOR             USPSQD
 RL0943  HISTORY     - 20020618 MARK NOT FOUND   USPSQD
 RL0943  HISTORY     - 20051005 MARK NOT FOUND   WIDT
 RL0943
 RL0943                          STATION DESCRIPTION
 RL0943
 RL0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0943'AT LAND O LAKES.
 RL0943'AT LAND O LAKES, ALONG U.S. HIGHWAY 45, 288 FEET SOUTH OF THE
 RL0943'MICHIGAN-WISCONSIN STATE LINE MONUMENT, 50 FEET EAST OF THE
 RL0943'CENTER LINE OF THE HIGHWAY, AT THE NORTH END OF A SHORT CUT,
 RL0943'3 FEET WEST OF A WHITE BOARD FENCE, 110 FEET NORTHEAST OF THE
 RL0943'SOUTH LEG OF THE JUNCTION OF COUNTY HIGHWAY B LEADING WEST,
 RL0943'ABOUT 100 YARDS SOUTHEAST AND ACROSS THE HIGHWAY FROM GATEWAY
 RL0943'INN, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW
 RL0943'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL0943'5 INCHES.
 RL0943
 RL0943                          STATION RECOVERY (1996)
 RL0943
 RL0943'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0943'MARK RECOVERED IN POOR CONDITION.
 RL0943
 RL0943                          STATION RECOVERY (2002)
 RL0943
 RL0943'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0943'MARK NOT FOUND.
 RL0943
 RL0943                          STATION RECOVERY (2005)
 RL0943
 RL0943'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL0943'MARK NOT FOUND.  SEARCHED CUT AREA DESCRIBED BY DIMMENSIONS, BUT
 RL0943'RECOVERED NO EVIDENCE OF THE STATION, THE WOODEN WITNESS POST OR THE
 RL0943'OLD WHITE BOARD FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL0941 ***********************************************************************
 RL0941  DESIGNATION -  MICH WIS MP 45 RM 1
 RL0941  PID         -  RL0941
 RL0941  STATE/COUNTY-  WI/VILAS
 RL0941  USGS QUAD   -  LAND O' LAKES (1982)
 RL0941
 RL0941                         *CURRENT SURVEY CONTROL
 RL0941  ___________________________________________________________________
 RL0941* NAD 83(1986)-  46 09 41.     (N)    089 12 47.     (W)     SCALED    
 RL0941* NAVD 88     -       520.585  (meters)    1707.95   (feet)  ADJUSTED  
 RL0941  ___________________________________________________________________
 RL0941  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 RL0941  DYNAMIC HT  -         520.581 (meters)    1707.94  (feet)  COMP
 RL0941  MODELED GRAV-     980,590.6   (mgal)                       NAVD 88
 RL0941
 RL0941  VERT ORDER  -  SECOND    CLASS 0
 RL0941
 RL0941.The horizontal coordinates were scaled from a topographic map and have
 RL0941.an estimated accuracy of +/- 6 seconds.
 RL0941
 RL0941.The orthometric height was determined by differential leveling
 RL0941.and adjusted by the National Geodetic Survey in June 1991..
 RL0941
 RL0941.The geoid height was determined by GEOID03.
 RL0941
 RL0941.The dynamic height is computed by dividing the NAVD 88
 RL0941.geopotential number by the normal gravity value computed on the
 RL0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0941.degrees latitude (g = 980.6199 gals.).
 RL0941
 RL0941.The modeled gravity was interpolated from observed gravity values.
 RL0941
 RL0941;                    North         East    Units  Estimated Accuracy
 RL0941;SPC WI N     -   110,860.      660,780.      MT  (+/- 180 meters Scaled)
 RL0941
 RL0941                          SUPERSEDED SURVEY CONTROL
 RL0941
 RL0941  NGVD 29 (??/??/92)  520.600  (m)         1708.00   (f) ADJ UNCH    2 0
 RL0941
 RL0941.Superseded values are not recommended for survey control.
 RL0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0941.See file dsdata.txt to determine how the superseded data were derived.
 RL0941
 RL0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS291143(NAD 83)
 RL0941_MARKER: DR = REFERENCE MARK DISK
 RL0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0941_STAMPING: MICH-WIS MP 45 NO 1 1940
 RL0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0941+STABILITY: SURFACE MOTION
 RL0941
 RL0941  HISTORY     - Date     Condition        Report By
 RL0941  HISTORY     - 1940     MONUMENTED       CGS
 RL0941  HISTORY     - 1948     GOOD             NGS
 RL0941  HISTORY     - 19960620 MARK NOT FOUND   USPSQD
 RL0941  HISTORY     - 20020618 MARK NOT FOUND   USPSQD
 RL0941  HISTORY     - 20051005 MARK NOT FOUND   WIDT
 RL0941
 RL0941                          STATION DESCRIPTION
 RL0941
 RL0941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0941'AT LAND O LAKES.
 RL0941'AT LAND O LAKES, ABOUT 0.4 MILE WEST ALONG COUNTY HIGHWAY B
 RL0941'FROM ITS INTERSECTION WITH U.S. HIGHWAY 45, AT THE EAST EDGE
 RL0941'OF THE MAIN PART OF TOWN 37 FEET NORTH OF THE CENTER LINE OF
 RL0941'THE HIGHWAY, 29.5 FEET NORTHWEST OF POWER POLE NO. 41196, 91.7
 RL0941'FEET SOUTH-SOUTHWEST OF STATE LINE MONUMENT MILE CORNER NO. 45,
 RL0941'2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 RL0941'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL0941'5 INCHES.  NOTE-- DISK HAS BEEN BATTERED SO THAT THE STAMPING
 RL0941'IS HARDLY LEGIBLE.
 RL0941
 RL0941                          STATION RECOVERY (1996)
 RL0941
 RL0941'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0941'MARK NOT FOUND.
 RL0941
 RL0941                          STATION RECOVERY (2002)
 RL0941
 RL0941'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0941'MARK NOT FOUND.
 RL0941
 RL0941                          STATION RECOVERY (2005)
 RL0941
 RL0941'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL0941'MARK NOT FOUND.  ADD-THE DIMENSIONS PLACE THE STATION IN THE CONCRETE
 RL0941'STOOP TO THE EAST ADDITION TO THE TRADING POST BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL0942 ***********************************************************************
 RL0942  DESIGNATION -  MICH WIS MP 45 RM 2
 RL0942  PID         -  RL0942
 RL0942  STATE/COUNTY-  WI/VILAS
 RL0942  USGS QUAD   -  LAND O' LAKES (1982)
 RL0942
 RL0942                         *CURRENT SURVEY CONTROL
 RL0942  ___________________________________________________________________
 RL0942* NAD 83(1986)-  46 09 42.     (N)    089 12 41.     (W)     SCALED    
 RL0942* NAVD 88     -       521.019  (meters)    1709.38   (feet)  ADJUSTED  
 RL0942  ___________________________________________________________________
 RL0942  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 RL0942  DYNAMIC HT  -         521.016 (meters)    1709.37  (feet)  COMP
 RL0942  MODELED GRAV-     980,590.9   (mgal)                       NAVD 88
 RL0942
 RL0942  VERT ORDER  -  SECOND    CLASS 0
 RL0942
 RL0942.The horizontal coordinates were scaled from a topographic map and have
 RL0942.an estimated accuracy of +/- 6 seconds.
 RL0942
 RL0942.The orthometric height was determined by differential leveling
 RL0942.and adjusted by the National Geodetic Survey in June 1991..
 RL0942
 RL0942.The geoid height was determined by GEOID03.
 RL0942
 RL0942.The dynamic height is computed by dividing the NAVD 88
 RL0942.geopotential number by the normal gravity value computed on the
 RL0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0942.degrees latitude (g = 980.6199 gals.).
 RL0942
 RL0942.The modeled gravity was interpolated from observed gravity values.
 RL0942
 RL0942;                    North         East    Units  Estimated Accuracy
 RL0942;SPC WI N     -   110,890.      660,910.      MT  (+/- 180 meters Scaled)
 RL0942
 RL0942                          SUPERSEDED SURVEY CONTROL
 RL0942
 RL0942  NGVD 29 (??/??/92)  521.035  (m)         1709.43   (f) ADJ UNCH    2 0
 RL0942
 RL0942.Superseded values are not recommended for survey control.
 RL0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0942.See file dsdata.txt to determine how the superseded data were derived.
 RL0942
 RL0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS292143(NAD 83)
 RL0942_MARKER: DR = REFERENCE MARK DISK
 RL0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0942_STAMPING: MICH-WIS MP 45 NO 2 1940
 RL0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0942+STABILITY: SURFACE MOTION
 RL0942_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0942+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2005
 RL0942
 RL0942  HISTORY     - Date     Condition        Report By
 RL0942  HISTORY     - 1940     MONUMENTED       CGS
 RL0942  HISTORY     - 1948     GOOD             NGS
 RL0942  HISTORY     - 19960620 GOOD             USPSQD
 RL0942  HISTORY     - 20020618 GOOD             USPSQD
 RL0942  HISTORY     - 20051005 GOOD             WIDT
 RL0942
 RL0942                          STATION DESCRIPTION
 RL0942
 RL0942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0942'AT LAND O LAKES.
 RL0942'AT LAND O LAKES, ABOUT 0.4 MILE WEST ALONG COUNTY HIGHWAY B FROM
 RL0942'ITS INTERSECTION WITH U.S. HIGHWAY 45 AT LAND O LAKES, AT THE
 RL0942'EAST EDGE OF THE MAIN PART OF TOWN, 136 FEET NORTH OF THE CENTER
 RL0942'LINE OF THE HIGHWAY, 107 FEET NORTH OF POWER POLE NO. 41197,
 RL0942'139.2 FEET WEST OF STATE LINE MINUMENT MILE CORNER 45, 62 FEET
 RL0942'NORTHEAST OF THE NORTHEAST CORNER OF THE TRADING POST SPORTING
 RL0942'GOODS STORE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 RL0942'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 RL0942'POST PROJECTING 4 INCHES.
 RL0942
 RL0942                          STATION RECOVERY (1996)
 RL0942
 RL0942'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0942'RECOVERED IN GOOD CONDITION.
 RL0942
 RL0942                          STATION RECOVERY (2002)
 RL0942
 RL0942'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0942'RECOVERED IN GOOD CONDITION.
 RL0942
 RL0942                          STATION RECOVERY (2005)
 RL0942
 RL0942'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL0942'RECOVERED IN GOOD CONDITION. ADD-THE STATION IS 16.3 M NORTH OF THE
 RL0942'NORTHEAST CORNER OF THE EASTERLY FACE OF THE EAST ADDITION TO THE
 RL0942'-TRADING POST--, 16.2 M EAST OF THE NORTHEAST CORNER OF THE NORTH
 RL0942'ADDITION TO THE RESIDENCE PORTION OF THE -TRADING POST--, 15.8 M
 RL0942'EAST-SOUTHEAST OF A WISCONSIN AND MICHIGAN POWER COMPANY POWER POLE
 RL0942'NUMBERED -W35/ N71-1718--,
 RL0942'2.9 M WEST OF A SPLIT RAIL FENCE LINE, AND PROTRUDES 12 CM ABOVE THE
 RL0942'ADJACENT GROUND. -NOTE-THIS STATION IS IN THE BACK YARD TO THE
 RL0942'BUSINESS NAMED THE -TRADING POST--.  --NOTE2-ACCESS TO THIS STATION IS
 RL0942'BY FOOT FROM COUNTY HIGHWAY B, WALKING NORTH ABOUT 37 M ALONG THE EAST
 RL0942'SIDE OF THE TRADING POST BUILDING AND ALONG THE WEST EDGE OF A GARDEN
 RL0942'SHED FOR THE TRADING POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0682 ***********************************************************************
 OM0682  DESIGNATION -  MICH WISC PLINE CO KSA 275 MST
 OM0682  PID         -  OM0682
 OM0682  STATE/COUNTY-  WI/FOND DU LAC
 OM0682  USGS QUAD   -  EDEN (1974)
 OM0682
 OM0682                         *CURRENT SURVEY CONTROL
 OM0682  ___________________________________________________________________
 OM0682* NAD 83(1991)-  43 42 41.71245(N)    088 21 07.30709(W)     ADJUSTED  
 OM0682* NAVD 88     -                                                        
 OM0682  ___________________________________________________________________
 OM0682  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 OM0682  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 OM0682
 OM0682  HORZ ORDER  -  THIRD
 OM0682
 OM0682.The horizontal coordinates were established by classical geodetic methods
 OM0682.and adjusted by the National Geodetic Survey in November 1991..
 OM0682
 OM0682
 OM0682.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0682
 OM0682.The geoid height was determined by GEOID03.
 OM0682
 OM0682;                    North         East     Units Scale Factor Converg.
 OM0682;SPC WI S     -   191,455.076   732,800.361   MT  0.99994719   +1 07 56.4
 OM0682;SPC WI S     -   628,132.20  2,404,195.85   sFT  0.99994719   +1 07 56.4
 OM0682;UTM  16      - 4,840,728.383   391,078.034   MT  0.99974593   -0 56 03.8
 OM0682
 OM0682                          SUPERSEDED SURVEY CONTROL
 OM0682
 OM0682  NAD 83(1986)-  43 42 41.70365(N)    088 21 07.31052(W) AD(       ) 4
 OM0682  NAD 27      -  43 42 41.74000(N)    088 21 06.93000(W) AD(       ) 3
 OM0682
 OM0682.Superseded values are not recommended for survey control.
 OM0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0682.See file dsdata.txt to determine how the superseded data were derived.
 OM0682
 OM0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9107840728(NAD 83)
 OM0682
 OM0682  HISTORY     - Date     Condition        Report By
 OM0682  HISTORY     - 1953     MONUMENTED       CGS
 OM0682  HISTORY     - 20021216 GOOD             USPSQD
 OM0682  HISTORY     - 20040318 GOOD             USPSQD
 OM0682
 OM0682                          STATION DESCRIPTION
 OM0682
 OM0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0682'THE STATION IS THE TOP OF THE RED LIGHT ON A STEEL RADIO
 OM0682'MAST.  THE MAST IS PAINTED ALTERNATELY ORANGE AND WHITE AND
 OM0682'IS 140 FEET HIGH.  THE MAST IS OWNED BY THE MICHIGAN-WISCONSIN
 OM0682'PIPELINE COMPANY.
 OM0682'
 OM0682'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND
 OM0682'COUNTY HIGHWAY UU ABOUT 1 MILE NORTH OF EDEN, GO EAST AND
 OM0682'NORTH ON HIGHWAY UU FOR 1.1 MILES TO THE STATION ON THE RIGHT.
 OM0682
 OM0682                          STATION RECOVERY (2002)
 OM0682
 OM0682'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0682'RECOVERED THOUGH NOT CERTAIN IF THE MAST IS THE SAME AS IN 1953.  IT
 OM0682'IS NOW OWNED BY THE ANR PIPELINE COMPANY. AN EMPLOYEE AT THE SITE DID
 OM0682'NOT KNOW IF IT WAS THE SAME MAST.
 OM0682
 OM0682                          STATION RECOVERY (2004)
 OM0682
 OM0682'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 OM0682'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0634 ***********************************************************************
 RM0634  DESIGNATION -  MICHIGAN
 RM0634  PID         -  RM0634
 RM0634  STATE/COUNTY-  WI/ASHLAND
 RM0634  USGS QUAD   -  ORONTO BAY (1980)
 RM0634
 RM0634                         *CURRENT SURVEY CONTROL
 RM0634  ___________________________________________________________________
 RM0634* NAD 83(1991)-  46 52 16.89180(N)    090 29 50.17554(W)     ADJUSTED  
 RM0634* NAVD 88     -       236.7    (meters)     777.     (feet)  VERTCON   
 RM0634  ___________________________________________________________________
 RM0634  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 RM0634  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 RM0634
 RM0634  HORZ ORDER  -  SECOND
 RM0634
 RM0634.The horizontal coordinates were established by classical geodetic methods
 RM0634.and adjusted by the National Geodetic Survey in March 1999..
 RM0634
 RM0634.The NAVD 88 height was computed by applying the VERTCON shift value to
 RM0634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RM0634
 RM0634.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0634
 RM0634.The geoid height was determined by GEOID03.
 RM0634
 RM0634;                    North         East     Units Scale Factor Converg.
 RM0634;SPC WI N     -   189,595.317   562,088.338   MT  1.00002083   -0 21 31.4
 RM0634;SPC WI N     -   622,030.64  1,844,118.16   sFT  1.00002083   -0 21 31.4
 RM0634;UTM  15      - 5,193,909.845   690,723.727   MT  1.00004711   +1 49 37.5
 RM0634
 RM0634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0634!SPC WI N     -   0.99996789  x   1.00002083  =   0.99998872
 RM0634!UTM  15      -   0.99996789  x   1.00004711  =   1.00001500
 RM0634
 RM0634:                Primary Azimuth Mark                     Grid Az
 RM0634:SPC WI N     -  COPPER RESET                             134 15 13.7
 RM0634:UTM  15      -  COPPER RESET                             132 04 04.8
 RM0634
 RM0634|---------------------------------------------------------------------|
 RM0634| PID    Reference Object                     Distance      Geod. Az  |
 RM0634|                                                           dddmmss.s |
 RM0634| AB2344 COPPER RESET                        APPROX.43.3 KM 1335342.3 |
 RM0634| RM0635 MICHIGAN ISLAND LIGHTHOUSE            1.951 METERS 35424     |
 RM0634|---------------------------------------------------------------------|
 RM0634
 RM0634                          SUPERSEDED SURVEY CONTROL
 RM0634
 RM0634  NAD 83(1991)-  46 52 16.89181(N)    090 29 50.17484(W) AD(       ) 2
 RM0634  NAD 83(1986)-  46 52 16.88407(N)    090 29 50.16825(W) AD(       ) 2
 RM0634  NAD 27      -  46 52 17.10115(N)    090 29 49.52195(W) AD(       ) 2
 RM0634  NGVD 29 (07/19/86)  236.7    (m)          777.     (f) VERT ANG       
 RM0634
 RM0634.Superseded values are not recommended for survey control.
 RM0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0634.See file dsdata.txt to determine how the superseded data were derived.
 RM0634
 RM0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM9072493910(NAD 83)
 RM0634_MARKER: T = CHISELED TRIANGLE
 RM0634_SETTING: 0 = UNSPECIFIED SETTING
 RM0634_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RM0634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RM0634
 RM0634  HISTORY     - Date     Condition        Report By
 RM0634  HISTORY     - 1978     MONUMENTED       NGS
 RM0634
 RM0634                          STATION DESCRIPTION
 RM0634
 RM0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 RM0634'THE STATION IS LOCATED ABOUT 16-1/2 MILES EAST-NORTHEAST OF
 RM0634'BAYFIELD, NEAR THE SOUTHWEST END OF MICHIGAN ISLAND OF THE
 RM0634'APOSTLE ISLANDS ON LAKE SUPERIOR.
 RM0634'
 RM0634'TO REACH THE STATION FROM BAYFIELD BY BOAT, PROCEED TO
 RM0634'THE SOUTHWEST END OF MICHIGAN ISLAND.
 RM0634'
 RM0634'THE STATION IS A PUNCH HOLE IN THE CENTER OF A CHISELED
 RM0634'TRIANGLE ON THE METAL CATWALK AROUND THE LIGHTHOUSE.
 RM0634'IT IS LOCATED
 RM0634'3.0  FEET SOUTH FROM THE ENTRANCE DOOR TO THE LIGHTHOUSE.
 RM0634'
 RM0634'REFERENCE MARKS NOT ESTABLISHED FOR THIS STATION.
 RM0634'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0635 ***********************************************************************
 RM0635  DESIGNATION -  MICHIGAN ISLAND LIGHTHOUSE
 RM0635  PID         -  RM0635
 RM0635  STATE/COUNTY-  WI/ASHLAND
 RM0635  USGS QUAD   -  ORONTO BAY (1980)
 RM0635
 RM0635                         *CURRENT SURVEY CONTROL
 RM0635  ___________________________________________________________________
 RM0635* NAD 83(1991)-  46 52 16.95468(N)    090 29 50.18454(W)     ADJUSTED  
 RM0635* NAVD 88     -       184.     (meters)     604.     (feet)  SCALED    
 RM0635  ___________________________________________________________________
 RM0635  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 RM0635  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 RM0635
 RM0635  HORZ ORDER  -  THIRD
 RM0635
 RM0635.The horizontal coordinates were established by classical geodetic methods
 RM0635.and adjusted by the National Geodetic Survey in March 1999..
 RM0635
 RM0635.The orthometric height was scaled from a topographic map.
 RM0635
 RM0635.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0635
 RM0635.The geoid height was determined by GEOID03.
 RM0635
 RM0635;                    North         East     Units Scale Factor Converg.
 RM0635;SPC WI N     -   189,597.260   562,088.159   MT  1.00002083   -0 21 31.4
 RM0635;SPC WI N     -   622,037.01  1,844,117.57   sFT  1.00002083   -0 21 31.4
 RM0635;UTM  15      - 5,193,911.780   690,723.475   MT  1.00004710   +1 49 37.5
 RM0635
 RM0635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0635!SPC WI N     -   0.99997615  x   1.00002083  =   0.99999698
 RM0635!UTM  15      -   0.99997615  x   1.00004710  =   1.00002325
 RM0635
 RM0635                          SUPERSEDED SURVEY CONTROL
 RM0635
 RM0635  NAD 83(1991)-  46 52 16.95485(N)    090 29 50.18389(W) AD(       ) 4
 RM0635  NAD 83(1986)-  46 52 16.94815(N)    090 29 50.17745(W) AD(       ) 4
 RM0635  NAD 27      -  46 52 17.16525(N)    090 29 49.53113(W) AD(       ) 3
 RM0635
 RM0635.Superseded values are not recommended for survey control.
 RM0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0635.See file dsdata.txt to determine how the superseded data were derived.
 RM0635
 RM0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM9072393912(NAD 83)
 RM0635_MARKER: 13 = LIGHTHOUSE
 RM0635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0635+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2005
 RM0635
 RM0635  HISTORY     - Date     Condition        Report By
 RM0635  HISTORY     - 1978     FIRST OBSERVED   USCG
 RM0635  HISTORY     - 20020617 GOOD             USPSQD
 RM0635  HISTORY     - 20050815 GOOD             USPSQD
 RM0635
 RM0635                          STATION DESCRIPTION
 RM0635
 RM0635'DESCRIBED BY US COAST GUARD 1978 (JRS)
 RM0635'THE STATION, MICHIGAN ISLAND LIGHTHOUSE, IS THE CENTER
 RM0635'OF THE LIGHT SERVING AS A NAVIGATIONAL AID INSIDE THE
 RM0635'TOP OF THE LIGHTHOUSE, WHICH IS AN ENCLOSED STRUCTURAL
 RM0635'STEEL TOWER APPROXIMATELY 80 FEET IN HEIGHT.
 RM0635'IT IS LOCATED ABOUT 16-1/2 MILES EAST-NORTHEAST OF
 RM0635'BAYFIELD, NEAR THE SOUTHWEST END OF MICHIGAN ISLAND OF THE
 RM0635'APOSTLE ISLANDS ON LAKE SUPERIOR.
 RM0635
 RM0635                          STATION RECOVERY (2002)
 RM0635
 RM0635'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0635'RECOVERED IN GOOD CONDITION.
 RM0635
 RM0635                          STATION RECOVERY (2005)
 RM0635
 RM0635'RECOVERY NOTE BY US POWER SQUADRON 2005
 RM0635'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0551 ***********************************************************************
 QL0551  DESIGNATION -  MIDDLE INLET LOT CEN OF BASE
 QL0551  PID         -  QL0551
 QL0551  STATE/COUNTY-  WI/MARINETTE
 QL0551  USGS QUAD   -  BEAR POINT (1982)
 QL0551
 QL0551                         *CURRENT SURVEY CONTROL
 QL0551  ___________________________________________________________________
 QL0551* NAD 83(1991)-  45 18 00.27197(N)    087 50 21.47001(W)     ADJUSTED  
 QL0551* NAVD 88     -       238.     (meters)     781.     (feet)  SCALED    
 QL0551  ___________________________________________________________________
 QL0551  LAPLACE CORR-          -6.30  (seconds)                    DEFLEC99
 QL0551  GEOID HEIGHT-         -36.37  (meters)                     GEOID03
 QL0551
 QL0551  HORZ ORDER  -  THIRD
 QL0551
 QL0551.The horizontal coordinates were established by classical geodetic methods
 QL0551.and adjusted by the National Geodetic Survey in November 1991..
 QL0551
 QL0551.The orthometric height was scaled from a topographic map.
 QL0551
 QL0551.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0551
 QL0551.The geoid height was determined by GEOID03.
 QL0551
 QL0551;                    North         East     Units Scale Factor Converg.
 QL0551;SPC WI C     -   165,240.850   769,447.562   MT  0.99996805   +1 31 28.3
 QL0551;SPC WI C     -   542,127.69  2,524,429.21   sFT  0.99996805   +1 31 28.3
 QL0551;UTM  16      - 5,016,628.459   434,196.755   MT  0.99965324   -0 35 47.7
 QL0551
 QL0551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0551!SPC WI C     -   0.99996839  x   0.99996805  =   0.99993644
 QL0551!UTM  16      -   0.99996839  x   0.99965324  =   0.99962164
 QL0551
 QL0551                          SUPERSEDED SURVEY CONTROL
 QL0551
 QL0551  NAD 83(1986)-  45 18 00.27205(N)    087 50 21.47353(W) AD(       ) 4
 QL0551  NAD 27      -  45 18 00.37000(N)    087 50 21.08000(W) AD(       ) 3
 QL0551
 QL0551.Superseded values are not recommended for survey control.
 QL0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0551.See file dsdata.txt to determine how the superseded data were derived.
 QL0551
 QL0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR3419716628(NAD 83)
 QL0551
 QL0551  HISTORY     - Date     Condition        Report By
 QL0551  HISTORY     - 1954     MONUMENTED       CGS
 QL0551  HISTORY     - 20011006 GOOD             USPSQD
 QL0551
 QL0551                          STATION DESCRIPTION
 QL0551
 QL0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0551'THE STATION IS LOCATED ABOUT 18 MILES NORTHWEST OF MARINETTE, 9 MILES
 QL0551'NORTHEAST OF CRIVITZ, 7-1/2
 QL0551'MILES EAST OF MIDDLE INLET AND ON PROPERTY OWNED BY MR. ROOSE.  IT IS
 QL0551'A 4 LEGGED STEEL STRUCTURE, 110 FEET
 QL0551'HIGH WITH AN OBSERVATION BUILDING A-TOP.
 QL0551'
 QL0551'A MEASUREMENT WAS MADE TO THE CENTER OF THE BASE OF THE TOWER AND THE
 QL0551'DISTANCE IS 74.67 FEET OR
 QL0551'22.761 METERS.
 QL0551'
 QL0551'TO REACH FROM THE JUNCTION OF U S HIGHWAY 141 AND COUNTY ROUTE X IN
 QL0551'MIDDLE - INLET, GO EASTERLY ON
 QL0551'COUNTY ROUTE X FOR 7.0 MILES TO A FORKS, KEEP LEFT FORK ON A
 QL0551'GRAVEL ROAD EAST AND NORTH FOR
 QL0551'0.65 MILES TO A FORKS, KEEP LEFT FORK UP A HILL FOR 0.1
 QL0551'MILE AND THE STATION.
 QL0551
 QL0551                          STATION RECOVERY (2001)
 QL0551
 QL0551'RECOVERY NOTE BY US POWER SQUADRON 2001 (BA)
 QL0551'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0550 ***********************************************************************
 QL0550  DESIGNATION -  MIDDLE INLET LOT USGS 1954
 QL0550  PID         -  QL0550
 QL0550  STATE/COUNTY-  WI/MARINETTE
 QL0550  USGS QUAD   -  BEAR POINT (1982)
 QL0550
 QL0550                         *CURRENT SURVEY CONTROL
 QL0550  ___________________________________________________________________
 QL0550* NAD 83(1991)-  45 18 00.52372(N)    087 50 21.33873(W)     ADJUSTED  
 QL0550* NAVD 88     -       238.     (meters)     781.     (feet)  SCALED    
 QL0550  ___________________________________________________________________
 QL0550  LAPLACE CORR-          -6.30  (seconds)                    DEFLEC99
 QL0550  GEOID HEIGHT-         -36.36  (meters)                     GEOID03
 QL0550
 QL0550  HORZ ORDER  -  SECOND
 QL0550
 QL0550.The horizontal coordinates were established by classical geodetic methods
 QL0550.and adjusted by the National Geodetic Survey in November 1991..
 QL0550
 QL0550.The orthometric height was scaled from a topographic map.
 QL0550
 QL0550.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0550
 QL0550.The geoid height was determined by GEOID03.
 QL0550
 QL0550;                    North         East     Units Scale Factor Converg.
 QL0550;SPC WI C     -   165,248.695   769,450.214   MT  0.99996806   +1 31 28.4
 QL0550;SPC WI C     -   542,153.43  2,524,437.91   sFT  0.99996806   +1 31 28.4
 QL0550;UTM  16      - 5,016,636.198   434,199.695   MT  0.99965323   -0 35 47.6
 QL0550
 QL0550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0550!SPC WI C     -   0.99996839  x   0.99996806  =   0.99993645
 QL0550!UTM  16      -   0.99996839  x   0.99965323  =   0.99962163
 QL0550
 QL0550                          SUPERSEDED SURVEY CONTROL
 QL0550
 QL0550  NAD 83(1986)-  45 18 00.52375(N)    087 50 21.34205(W) AD(       ) 2
 QL0550  NAD 27      -  45 18 00.61800(N)    087 50 20.94900(W) AD(       ) 2
 QL0550
 QL0550.Superseded values are not recommended for survey control.
 QL0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0550.See file dsdata.txt to determine how the superseded data were derived.
 QL0550
 QL0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR3420016636(NAD 83)
 QL0550
 QL0550  HISTORY     - Date     Condition        Report By
 QL0550  HISTORY     - 1954     MONUMENTED       USGS
 QL0550  HISTORY     - 20011006 GOOD             USPSQD
 QL0550
 QL0550                          STATION DESCRIPTION
 QL0550
 QL0550'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (DAJ)
 QL0550'THE STATION IS LOCATED ABOUT 18 MILES NORTHWEST OF MARINETTE, 9 MILES
 QL0550'NORTHEAST OF CRIVITZ, 7-1/2
 QL0550'MILES EAST OF MIDDLE INLET AND ON THE PROPERTY OWNED BY MR. ROOSE AT
 QL0550'THE SITE OF THE MIDDLE INLET LOOKOUT
 QL0550'TOWER.  IT IS 15 FEET EAST OF THE EAST LEG OF THE
 QL0550'LOOKOUT TOWER.  THE MARK IS A 8 BY 8 INCH CONCRETE
 QL0550'POST, PROJECTS 8 INCHES, MARKED WITH A
 QL0550'STANDARD U S GEOLOGICAL BENCH MARK DISK AND IT IS STAMPED MIDDLE
 QL0550'INLET TOWER 1935.
 QL0550'
 QL0550'A TRAVERSE CONNECTION WAS MADE FROM INLET NO 1 TO MIDDLE INLET TOWER
 QL0550'1935 (USGS) AND THE DISTANCE
 QL0550'IS 60.42 FEET OR 18.416 METERS.
 QL0550'
 QL0550'TO REACH FROM THE JUNCTION OF US HIGHWAY 141 AND COUNTY ROUTE X AT
 QL0550'MIDDLE - INLET, GO
 QL0550'EASTERLY ON COUNTY ROUTE X FOR 7.0 MILES TO A FORKS.  THE AZIMUTH
 QL0550'MARK ON THE LEFT) KEEP LEFT FORK ON
 QL0550'A GRAVEL ROAD EAST AND NORTH FOR 0.65 MILE TO A FORKS, KEEP LEFT
 QL0550'FORK UP A HILL FOR 0.1 MILE AND THE
 QL0550'STATION AS DESCRIBED.
 QL0550
 QL0550                          STATION RECOVERY (2001)
 QL0550
 QL0550'RECOVERY NOTE BY US POWER SQUADRON 2001 (BA)
 QL0550'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON1165 ***********************************************************************
 ON1165  DESIGNATION -  MIDDLE RIDGE CATH CH CROSS
 ON1165  PID         -  ON1165
 ON1165  STATE/COUNTY-  WI/LA CROSSE
 ON1165  USGS QUAD   -  MIDDLE RIDGE (1983)
 ON1165
 ON1165                         *CURRENT SURVEY CONTROL
 ON1165  ___________________________________________________________________
 ON1165* NAD 83(1991)-  43 47 50.16161(N)    090 56 24.13624(W)     ADJUSTED  
 ON1165* NAVD 88     -                                                        
 ON1165  ___________________________________________________________________
 ON1165  LAPLACE CORR-          -8.27  (seconds)                    DEFLEC99
 ON1165  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 ON1165
 ON1165  HORZ ORDER  -  THIRD
 ON1165
 ON1165.The horizontal coordinates were established by classical geodetic methods
 ON1165.and adjusted by the National Geodetic Survey in March 1999..
 ON1165
 ON1165
 ON1165.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1165
 ON1165.The geoid height was determined by GEOID03.
 ON1165
 ON1165;                    North         East     Units Scale Factor Converg.
 ON1165;SPC WI S     -   200,088.441   524,351.787   MT  0.99995640   -0 38 45.3
 ON1165;SPC WI S     -   656,456.83  1,720,310.82   sFT  0.99995640   -0 38 45.3
 ON1165;UTM  15      - 4,851,418.429   665,718.517   MT  0.99993779   +1 25 33.7
 ON1165
 ON1165                          SUPERSEDED SURVEY CONTROL
 ON1165
 ON1165  NAD 83(1991)-  43 47 50.16089(N)    090 56 24.13657(W) AD(       ) 4
 ON1165  NAD 83(1986)-  43 47 50.15766(N)    090 56 24.13990(W) AD(       ) 4
 ON1165  NAD 27      -  43 47 50.27000(N)    090 56 23.67000(W) AD(       ) 3
 ON1165
 ON1165.Superseded values are not recommended for survey control.
 ON1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1165.See file dsdata.txt to determine how the superseded data were derived.
 ON1165
 ON1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ6571951418(NAD 83)
 ON1165_MARKER: 91 = CHURCH CROSS
 ON1165
 ON1165  HISTORY     - Date     Condition        Report By
 ON1165  HISTORY     - 1930     FIRST OBSERVED   CGS
 ON1165
 ON1165                          STATION DESCRIPTION
 ON1165
 ON1165'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5423 ***********************************************************************
 DH5423  DESIGNATION -  MIDDLE RIDGE S GPS
 DH5423  PID         -  DH5423
 DH5423  STATE/COUNTY-  WI/SAUK
 DH5423  USGS QUAD   -  MIDDLE RIDGE (1983)
 DH5423
 DH5423                         *CURRENT SURVEY CONTROL
 DH5423  ___________________________________________________________________
 DH5423* NAD 83(1997)-  43 47 08.84695(N)    090 57 45.27278(W)     ADJUSTED  
 DH5423* NAVD 88     -                                                        
 DH5423  ___________________________________________________________________
 DH5423  X           -     -77,482.702 (meters)                     COMP
 DH5423  Y           -  -4,611,599.691 (meters)                     COMP
 DH5423  Z           -   4,391,201.366 (meters)                     COMP
 DH5423  LAPLACE CORR-          -8.25  (seconds)                    DEFLEC99
 DH5423  ELLIP HEIGHT-         377.90  (meters)          (08/01/05) GPS OBS
 DH5423  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 DH5423
 DH5423  HORZ ORDER  -  FIRST
 DH5423  ELLP ORDER  -  SECOND    CLASS I
 DH5423
 DH5423.The horizontal coordinates were established by GPS observations
 DH5423.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5423
 DH5423
 DH5423.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5423
 DH5423.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5423
 DH5423.The ellipsoidal height was determined by GPS observations
 DH5423.and is referenced to NAD 83.
 DH5423
 DH5423.The geoid height was determined by GEOID03.
 DH5423
 DH5423;                    North         East     Units Scale Factor Converg.
 DH5423;SPC WI S     -   198,834.164   522,523.441   MT  0.99995504   -0 39 41.0
 DH5423;SPC WI S     -   652,341.75  1,714,312.32   sFT  0.99995504   -0 39 41.0
 DH5423;UTM  15      - 4,850,098.904   663,936.747   MT  0.99993057   +1 24 36.5
 DH5423
 DH5423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5423!SPC WI S     -   0.99994075  x   0.99995504  =   0.99989579
 DH5423!UTM  15      -   0.99994075  x   0.99993057  =   0.99987132
 DH5423
 DH5423                          SUPERSEDED SURVEY CONTROL
 DH5423
 DH5423.No superseded survey control is available for this station.
 DH5423
 DH5423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ6393750099(NAD 83)
 DH5423_MARKER: DD = SURVEY DISK
 DH5423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5423_STAMPING: MIDDLE RIDGE S GPS 2004
 DH5423_MARK LOGO: WIDT  
 DH5423_PROJECTION: FLUSH
 DH5423_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5423+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DH5423
 DH5423  HISTORY     - Date     Condition        Report By
 DH5423  HISTORY     - 2004     MONUMENTED       WIDT
 DH5423
 DH5423                          STATION DESCRIPTION
 DH5423
 DH5423'DESCRIBED BY WI DEPT OF TRANSP 2004 (TSS)
 DH5423'TO REACH THE STATION FROM THE NORTHERN MOST JUNCTION OF STATE HIGHWAY
 DH5423'33 WITH STATE  HIGHWAY 162 NORTH ABOUT 7 MI SOUTH OF THE VILLAGE OF
 DH5423'BANGOR, GO SOUTHWEST ON STATE  HIGHWAY 33 AND STATE HIGHWAY 162 FOR
 DH5423'1.0 MI TO A.J. HUNDT ROAD ON THE LEFT, CONTINUE EAST  ON STATE HIGHWAY
 DH5423'33 AND STATE HIGHWAY 162 FOR 0.45 MI TO THE STATION ON THE LEFT.  THE
 DH5423'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH5423'SURVEY CONTROL  STATION DISK SET IN THE TOP OF A 43-CM DIAMETER
 DH5423'CONCRETE POST LOCATED WITHIN THE RIGHT  OF WAY, ABOUT LEVEL WITH THE
 DH5423'HIGHWAY PAVEMENT.  THE STATION IS 9.2 M SOUTHEAST OF THE  CENTERLINE
 DH5423'OF STATE HIGHWAY 33 AND STATE HIGHWAY 162, 45.2 M EAST OF A POWERPOLE,
 DH5423'40.0 M  SOUTH OF A POWERPOLE, 38.8 M NORTHEAST OF A WOOD POST FOR A
 DH5423'--40 MPH CURVE-- SIGN, 1.0 M  SOUTHEAST OF AN ORANGE 4X4 PLASTIC
 DH5423'WITNESS POST, 1.0 M NORTH OF AN ORANGE 4X4 PLASTIC  WITNESS POST, 1.0
 DH5423'M WEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION
 DH5423'HAS  NO VISIBLE OBSTRUCIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH5423'HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0872 ***********************************************************************
 RM0872  DESIGNATION -  MIDDLE RIVER SANATORIUM TANK
 RM0872  PID         -  RM0872
 RM0872  STATE/COUNTY-  WI/DOUGLAS
 RM0872  USGS QUAD   -  SOUTH RANGE (1975)
 RM0872
 RM0872                         *CURRENT SURVEY CONTROL
 RM0872  ___________________________________________________________________
 RM0872* NAD 83(1991)-  46 32 27.60473(N)    091 52 38.85950(W)     ADJUSTED  
 RM0872* NAVD 88     -                                                        
 RM0872  ___________________________________________________________________
 RM0872  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 RM0872  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 RM0872
 RM0872  HORZ ORDER  -  THIRD
 RM0872
 RM0872.The horizontal coordinates were established by classical geodetic methods
 RM0872.and adjusted by the National Geodetic Survey in March 1999..
 RM0872
 RM0872
 RM0872.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0872
 RM0872.The geoid height was determined by GEOID03.
 RM0872
 RM0872;                    North         East     Units Scale Factor Converg.
 RM0872;SPC WI N     -   154,454.651   456,007.826   MT  0.99996654   -1 21 15.6
 RM0872;SPC WI N     -   506,739.97  1,496,085.68   sFT  0.99996654   -1 21 15.6
 RM0872;UTM  15      - 5,154,771.349   586,069.482   MT  0.99969106   +0 48 53.5
 RM0872
 RM0872                          SUPERSEDED SURVEY CONTROL
 RM0872
 RM0872  NAD 83(1991)-  46 32 27.60377(N)    091 52 38.85699(W) AD(       ) 4
 RM0872  NAD 83(1986)-  46 32 27.59953(N)    091 52 38.85468(W) AD(       ) 4
 RM0872  NAD 27      -  46 32 27.81000(N)    091 52 38.19000(W) AD(       ) 3
 RM0872
 RM0872.Superseded values are not recommended for survey control.
 RM0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0872.See file dsdata.txt to determine how the superseded data were derived.
 RM0872
 RM0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM8606954771(NAD 83)
 RM0872_MARKER: 51 = TANK
 RM0872
 RM0872  HISTORY     - Date     Condition        Report By
 RM0872  HISTORY     - 1953     FIRST OBSERVED   CGS
 RM0872  HISTORY     - 19920817 GOOD             USPSQD
 RM0872
 RM0872                          STATION DESCRIPTION
 RM0872
 RM0872'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1154 ***********************************************************************
 OM1154  DESIGNATION -  MIDDLETON
 OM1154  PID         -  OM1154
 OM1154  STATE/COUNTY-  WI/DANE
 OM1154  USGS QUAD   -  MIDDLETON (1983)
 OM1154
 OM1154                         *CURRENT SURVEY CONTROL
 OM1154  ___________________________________________________________________
 OM1154* NAD 83(1991)-  43 06 53.74632(N)    089 30 05.18494(W)     ADJUSTED  
 OM1154* NAVD 88     -       304.     (meters)     997.     (feet)  SCALED    
 OM1154  ___________________________________________________________________
 OM1154  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 OM1154  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 OM1154
 OM1154  HORZ ORDER  -  THIRD
 OM1154
 OM1154.The horizontal coordinates were established by classical geodetic methods
 OM1154.and adjusted by the National Geodetic Survey in November 1991..
 OM1154
 OM1154.The orthometric height was scaled from a topographic map.
 OM1154
 OM1154.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1154
 OM1154.The geoid height was determined by GEOID03.
 OM1154
 OM1154;                    North         East     Units Scale Factor Converg.
 OM1154;SPC WI S     -   123,979.151   640,574.717   MT  0.99994497   +0 20 33.2
 OM1154;SPC WI S     -   406,754.93  2,101,618.88   sFT  0.99994497   +0 20 33.2
 OM1154;UTM  16      - 4,776,614.949   296,487.793   MT  1.00010953   -1 42 36.8
 OM1154
 OM1154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1154!SPC WI S     -   0.99995772  x   0.99994497  =   0.99990269
 OM1154!UTM  16      -   0.99995772  x   1.00010953  =   1.00006724
 OM1154
 OM1154|---------------------------------------------------------------------|
 OM1154| PID    Reference Object                     Distance      Geod. Az  |
 OM1154|                                                           dddmmss.s |
 OM1154| OM1155 TT 73 USGS 1958                      18.157 METERS 04418     |
 OM1154| OM1099 MADISON TV STATION WHA TOWER        APPROX. 9.2 KM 1180438.1 |
 OM1154| CI9315 MIDDLETON RM 1                       15.477 METERS 13106     |
 OM1154| OM1153 MADISON TV STATION WISC MAST        APPROX. 9.4 KM 1814107.3 |
 OM1154| CI9314 MIDDLETON AZ MK                                    2674600.4 |
 OM1154| OM1151 MIDDLETON 2                          20.145 METERS 29053     |
 OM1154|---------------------------------------------------------------------|
 OM1154
 OM1154                          SUPERSEDED SURVEY CONTROL
 OM1154
 OM1154  NAD 83(1986)-  43 06 53.73749(N)    089 30 05.18621(W) AD(       ) 3
 OM1154  NAD 27      -  43 06 53.75540(N)    089 30 04.73050(W) AD(       ) 3
 OM1154
 OM1154.Superseded values are not recommended for survey control.
 OM1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1154.See file dsdata.txt to determine how the superseded data were derived.
 OM1154
 OM1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9648876615(NAD 83)
 OM1154_MARKER: DS = TRIANGULATION STATION DISK
 OM1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1154
 OM1154  HISTORY     - Date     Condition        Report By
 OM1154  HISTORY     - 1958     MONUMENTED       CGS
 OM1154  HISTORY     - 1970     SEE DESCRIPTION  NGS
 OM1154
 OM1154                          STATION DESCRIPTION
 OM1154
 OM1154'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1154'THE STATION IS ABOUT 6-1/2 MILES WEST-NORTHWEST OF THE CAPITOL
 OM1154'BUILDING IN MADISON, ABOUT 1-1/2 MILES NORTH OF THE TOWN OF
 OM1154'MIDDLETON AND ON THE ROAD RIGHT-OF-WAY.  IT IS 138.5 FEET
 OM1154'SOUTH-SOUTHWEST OF A FENCE CORNER, 21 FEET WEST OF THE CENTERLINE
 OM1154'OF A GRAVELED ROAD, 16 FEET SOUTH OF A TELEPHONE POLE, 7
 OM1154'FEET NORTH OF A WHITE WITNESS POST AND 1.5 FEET EAST OF
 OM1154'A WIRE FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK
 OM1154'IS STAMPED MIDDLETON 1958.
 OM1154'
 OM1154'TO REACH THE STATION FROM THE JUNCTION OF PARMENTER STREET
 OM1154'AND UNIVERSITY AVENUE IN MIDDLETON, GO NORTH ON U.S. HIGHWAY
 OM1154'12 AND STATE HIGHWAY 13 FOR 1.0 MILE TO A CROSSROAD.* TURN
 OM1154'RIGHT AND GO SOUTHEAST ON COUNTY ROAD M FOR 0.4 MILE TO
 OM1154'A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON HIGH ROAD FOR
 OM1154'0.45 MILE TO THE STATION ON THE LEFT.
 OM1154'
 OM1154'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO NORTH ON
 OM1154'U.S. HIGHWAY 12 FOR 0.25 MILE TO THE NORTH END OF A SMALL
 OM1154'CITY PARK AND THE AZIMUTH MARK ON THE RIGHT.
 OM1154'
 OM1154'REFERENCE MARK 1 IS 79 FEET SOUTH OF A POWERLINE POLE AND
 OM1154'18 FEET EAST OF THE CENTERLINE OF THE GRAVELED ROAD.  THE
 OM1154'MONUMENT IS FLUSH AND THE DISK IS STAMPED MIDDLETON NO 1 1958.
 OM1154'
 OM1154'TT 73 (USGS) WAS USED FOR REFERENCE MARK 2.  IT IS A STANDARD
 OM1154'U.S. GEOLOGICAL SURVEY BENCH MARK DISK SET IN THE TOP OF
 OM1154'A 6X6 INCH CONCRETE POST PROJECTING 3 INCHES.  IT IS 21
 OM1154'FEET EAST OF THE CENTERLINE OF THE GRAVELED ROAD AND 2.5
 OM1154'FEET SOUTH OF A POWERLINE POLE.  IT IS STAMPED TT 73 KW 1957.
 OM1154'
 OM1154'THE AZIMUTH MARK IS 101 FEET EAST OF THE SOUTHEAST CORNER
 OM1154'OF A BRICK HOME, 34 FEET NORTHEAST OF THE CENTERLINE OF U.S.
 OM1154'HIGHWAY 12, 19 FEET SOUTHWEST OF THE CENTERLINE OF A PAVED
 OM1154'ROAD, 15.5 FEET EAST OF A POWERLINE POLE WITH A TRANSFORMER,
 OM1154'2 FEET EAST OF A WHITE WITNESS POST AND 6 INCHES NORTHEAST
 OM1154'OF A TELEPHONE POLE.  THE MONUMENT IS FLUSH AND THE DISK
 OM1154'IS STAMPED MIDDLETON 1958.
 OM1154'
 OM1154'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OM1154
 OM1154                          STATION RECOVERY (1970)
 OM1154
 OM1154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 OM1154'THE STATION MARK, AZIMUTH MARK AND TT 73 (USGS) WERE FOUND
 OM1154'IN GOOD CONDITION.  REFERENCE MARK 1 WAS NOT FOUND AND ASSUMED
 OM1154'TO HAVE BEEN DESTROYED BY GRADING.  THE DISTANCE AND DIRECTION
 OM1154'TO TT 73 (USGS) WAS FOUND TO BE IN ERROR.  THE DIRECTION TO
 OM1154'THE MAST CHECKED.  DUE TO PROPOSED GRADING AND STREET WORK
 OM1154'THE SURFACE STATION MARK AND TT 73 (USGS) WERE DESTROYED
 OM1154'AFTER A NEW STATION MIDDLETON 2 1970 WAS SET.
 OM1154'
 OM1154'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1151 ***********************************************************************
 OM1151  DESIGNATION -  MIDDLETON 2
 OM1151  PID         -  OM1151
 OM1151  STATE/COUNTY-  WI/DANE
 OM1151  USGS QUAD   -  MIDDLETON (1983)
 OM1151
 OM1151                         *CURRENT SURVEY CONTROL
 OM1151  ___________________________________________________________________
 OM1151* NAD 83(1991)-  43 06 53.97910(N)    089 30 06.01743(W)     ADJUSTED  
 OM1151* NAVD 88     -       299.     (meters)     981.     (feet)  SCALED    
 OM1151  ___________________________________________________________________
 OM1151  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 OM1151  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 OM1151
 OM1151  HORZ ORDER  -  THIRD
 OM1151
 OM1151.The horizontal coordinates were established by classical geodetic methods
 OM1151.and adjusted by the National Geodetic Survey in November 1991..
 OM1151.No horizontal observational check was made to the station.
 OM1151
 OM1151.The orthometric height was scaled from a topographic map.
 OM1151
 OM1151.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1151
 OM1151.The geoid height was determined by GEOID03.
 OM1151
 OM1151;                    North         East     Units Scale Factor Converg.
 OM1151;SPC WI S     -   123,986.222   640,555.854   MT  0.99994496   +0 20 32.7
 OM1151;SPC WI S     -   406,778.13  2,101,557.00   sFT  0.99994496   +0 20 32.7
 OM1151;UTM  16      - 4,776,622.692   296,469.193   MT  1.00010962   -1 42 37.4
 OM1151
 OM1151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1151!SPC WI S     -   0.99995850  x   0.99994496  =   0.99990346
 OM1151!UTM  16      -   0.99995850  x   1.00010962  =   1.00006812
 OM1151
 OM1151|---------------------------------------------------------------------|
 OM1151| PID    Reference Object                     Distance      Geod. Az  |
 OM1151|                                                           dddmmss.s |
 OM1151| OM1155 TT 73 USGS 1958                      32.033 METERS 07933     |
 OM1151| OM1154 MIDDLETON                            20.145 METERS 11053     |
 OM1151| OM1090 MADISON RADIO STA KSA 293 TWR       APPROX. 7.5 KM 1374402.9 |
 OM1151| OM1153 MADISON TV STATION WISC MAST        APPROX. 9.4 KM 1813410.7 |
 OM1151| CI9314 MIDDLETON AZ MK                                    2671045.9 |
 OM1151| CI9316 MIDDLETON 2 RM 2                     12.717 METERS 29911     |
 OM1151|---------------------------------------------------------------------|
 OM1151
 OM1151                          SUPERSEDED SURVEY CONTROL
 OM1151
 OM1151  NAD 83(1986)-  43 06 53.97012(N)    089 30 06.01809(W) AD(       ) 3
 OM1151  NAD 27      -  43 06 53.98823(N)    089 30 05.56297(W) AD(       ) 3
 OM1151
 OM1151.Superseded values are not recommended for survey control.
 OM1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1151.See file dsdata.txt to determine how the superseded data were derived.
 OM1151
 OM1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9646976623(NAD 83)
 OM1151_MARKER: DS = TRIANGULATION STATION DISK
 OM1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1151_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OM1151
 OM1151  HISTORY     - Date     Condition        Report By
 OM1151  HISTORY     - 1970     MONUMENTED       NGS
 OM1151  HISTORY     - 1974     GOOD             NGS
 OM1151
 OM1151                          STATION DESCRIPTION
 OM1151
 OM1151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 OM1151'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF MADISON,
 OM1151'1 MILE NORTH OF THE CENTER OF MIDDLETON, NEAR A LARGE WATER
 OM1151'TANK AND ON THE PROPERTY OWNED BY THE CITY, 76 FEET WEST
 OM1151'OF THE CENTERLINE OF GRADED STREET (HIGH RD.), 16 FEET NORTH
 OM1151'OF THE NORTH EDGE OF CULTIVATED FIELD, 24 FEET SOUTHEAST
 OM1151'OF THE SOUTHEAST LEG OF WATER TANK AND 43 FEET SOUTHEAST
 OM1151'OF THE SOUTHWEST LEG OF THE TANK.  THE MONUMENT IS FLUSH
 OM1151'AND THE DISK IS STAMPED MIDDLETON 2 1970.
 OM1151'
 OM1151'TO REACH THE STATION FROM THE INTERSECTION OF PARMENTER
 OM1151'ST. AND UNIVERSITY AVE. IN MIDDLETON, GO NORTH ON PARMENTER
 OM1151'ST. FOR 1.0 MILE TO THE JUNCTION OF COUNTY RD. M.* TURN RIGHT
 OM1151'AND GO EAST ON RD. M FOR 0.4 MILE TO A SIDE STREET LEFT.
 OM1151'TURN LEFT AND GO NORTH ON HIGH RD. FOR 0.45 MILE TO THE
 OM1151'WATER TANK AND THE STATION ON THE LEFT.
 OM1151'
 OM1151'*TO REACH THE AZIMUTH MARK FROM THIS POINT GO NORTH ON U.S.
 OM1151'HIGHWAY 12 FOR 0.25 MILE TO THE NORTH END OF A SMALL CITY
 OM1151'PARK AND THE AZIMUTH MARK ON THE RIGHT.
 OM1151'
 OM1151'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MIDDLETON 2
 OM1151'NO 2 1970, SET IN A DRILL HOLE IN THE SOUTH CORNER OF THE
 OM1151'CONCRETE BASE OF THE SOUTHWEST LEG OF THE WATER TANK.
 OM1151'
 OM1151'TT 73 (USGS) RESET 1970 IS A STANDARD USGS DISK SET IN A
 OM1151'DRILL HOLE IN THE SOUTHEAST CORNER OF THE CONCRETE BASE OF
 OM1151'THE EAST LEG OF THE TANK, 70 FEET WEST OF THE CENTERLINE
 OM1151'OF THE STREET, 103 FEET SOUTH OF THE SOUTHEAST CORNER OF BRICK
 OM1151'PUMP HOUSE AND 93 FEET SOUTHWEST OF A POWER POLE.  THE DISK
 OM1151'IS STAMPED TT 73 KW RESET 1970.
 OM1151'
 OM1151'THE AZIMUTH MARK IS 34 FEET EAST OF THE CENTERLINE OF THE
 OM1151'HIGHWAY, 15 FEET SOUTHEAST OF A POWER POLE, 3 FEET NORTH
 OM1151'OF A TELEPHONE POLE, 18 FEET WEST OF THE CENTERLINE OF PAVED
 OM1151'STREET (CENTURY PL.) AND 1 FOOT SOUTH OF A METAL WITNESS
 OM1151'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MIDDLETON
 OM1151'1958.
 OM1151'
 OM1151'NOTE--USC AND GS AND STATE SURVEY NO. 440 WAS DESTROYED.
 OM1151'
 OM1151'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OM1151
 OM1151                          STATION RECOVERY (1974)
 OM1151
 OM1151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 OM1151'ALL POINTS ARE IN GOOD CONDITION
 OM1151'
 OM1151'A NEW CYCLONE FENCE HAS BEEN ERECTED AROUND THE WATER TANK
 OM1151'MAKING THE STATION 0.9 FT INSIDE OF FENCE AND NOT OCCUPIABLE
 OM1151'WITH NORMAL TRIPOD.  ALL REFERANCE POINTS ARE ALSO INSIDE
 OM1151'OF FENCE
 OM1151'
 OM1151'WOULD NEED CITY OF MIDDLETON TO OPEN GATE FOR ACCESS TO POINTS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4915 ***********************************************************************
 DG4915  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4915  DESIGNATION -  MIDDLETON GPS
 DG4915  PID         -  DG4915
 DG4915  STATE/COUNTY-  WI/DANE
 DG4915  USGS QUAD   -  MIDDLETON (1983)
 DG4915
 DG4915                         *CURRENT SURVEY CONTROL
 DG4915  ___________________________________________________________________
 DG4915* NAD 83(1997)-  43 03 14.11483(N)    089 30 05.63067(W)     ADJUSTED  
 DG4915* NAVD 88     -       329.15   (meters)    1079.9    (feet)  GPS OBS   
 DG4915  ___________________________________________________________________
 DG4915  X           -      40,608.753 (meters)                     COMP
 DG4915  Y           -  -4,667,904.827 (meters)                     COMP
 DG4915  Z           -   4,332,082.196 (meters)                     COMP
 DG4915  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 DG4915  ELLIP HEIGHT-         294.98  (meters)          (04/02/04) GPS OBS
 DG4915  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 DG4915
 DG4915  HORZ ORDER  -  FIRST
 DG4915  ELLP ORDER  -  FOURTH    CLASS I
 DG4915
 DG4915.The horizontal coordinates were established by GPS observations
 DG4915.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4915
 DG4915.The orthometric height was determined by GPS observations and a
 DG4915.high-resolution geoid model using precise GPS observation and
 DG4915.processing techniques.
 DG4915
 DG4915.Photographs are available for this station.
 DG4915
 DG4915.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4915
 DG4915.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4915
 DG4915.The ellipsoidal height was determined by GPS observations
 DG4915.and is referenced to NAD 83.
 DG4915
 DG4915.The geoid height was determined by GEOID03.
 DG4915
 DG4915;                    North         East     Units Scale Factor Converg.
 DG4915;SPC WI S     -   117,201.837   640,605.151   MT  0.99995082   +0 20 32.9
 DG4915;SPC WI S     -   384,519.69  2,101,718.73   sFT  0.99995082   +0 20 32.9
 DG4915;UTM  16      - 4,769,839.791   296,275.523   MT  1.00011060   -1 42 30.1
 DG4915
 DG4915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4915!SPC WI S     -   0.99995374  x   0.99995082  =   0.99990456
 DG4915!UTM  16      -   0.99995374  x   1.00011060  =   1.00006434
 DG4915
 DG4915                          SUPERSEDED SURVEY CONTROL
 DG4915
 DG4915.No superseded survey control is available for this station.
 DG4915
 DG4915_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9627669840(NAD 83)
 DG4915_MARKER: DD = SURVEY DISK
 DG4915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4915_STAMPING: MIDDLETON GPS 2002
 DG4915_MARK LOGO: WIDT  
 DG4915_PROJECTION: FLUSH
 DG4915_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4915+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4915
 DG4915  HISTORY     - Date     Condition        Report By
 DG4915  HISTORY     - 2001     MONUMENTED       WIDT
 DG4915
 DG4915                          STATION DESCRIPTION
 DG4915
 DG4915'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4915'THE STATION IS LOCATED IN MADISON.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 DG4915'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY
 DG4915'12 AND US HIGHWAY 14 WITH US HIGHWAY 18 IN THE CITY OF MADISON, GO
 DG4915'WEST ON US HIGHWAY 12 AND US HIGHWAY 14 FOR 4.5 KM TO THE GAMMON ROAD
 DG4915'EXIT (EXIT 255) AND THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DG4915'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DG4915'DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT 1 M ABOVE
 DG4915'THE OFF RAMP PAVEMENT.  THE STATION IS 22.0 M NORTH OF THE CENTER OF
 DG4915'THE OFF RAMP, 29.1 M WEST-NORTHWEST OF NORTHERNMOST WOOD POST FOR A
 DG4915'TRAFFIC SIGN, 27.0 M NORTHEAST OF A METAL POLE FOR A --RIGHT TURN
 DG4915'ONLY-- SIGN, AND 6.1 M SOUTH OF A CHAINLINK FENCE.  ---NOTE---THE
 DG4915'STATION IS SOUTH, EAST AND WEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DG4915'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DG4915'THAN 20 DEGREES ABOVE THE HORIZON.
 DG4915' 
 DG4915'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1238 ***********************************************************************
 OM1238  DESIGNATION -  MIDVALE 1
 OM1238  PID         -  OM1238
 OM1238  STATE/COUNTY-  WI/DANE
 OM1238  USGS QUAD   -  MADISON WEST (1983)
 OM1238
 OM1238                         *CURRENT SURVEY CONTROL
 OM1238  ___________________________________________________________________
 OM1238* NAD 83(1991)-  43 02 42.39771(N)    089 27 04.24675(W)     ADJUSTED  
 OM1238* NAVD 88     -       299.8    (meters)     984.     (feet)  VERTCON   
 OM1238  ___________________________________________________________________
 OM1238  X           -      44,719.766 (meters)                     COMP
 OM1238  Y           -  -4,668,514.046 (meters)                     COMP
 OM1238  Z           -   4,331,346.920 (meters)                     COMP
 OM1238  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 OM1238  ELLIP HEIGHT-         265.69  (meters)          (10/21/99) GPS OBS
 OM1238  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 OM1238
 OM1238  HORZ ORDER  -  SECOND
 OM1238  ELLP ORDER  -  FOURTH    CLASS I
 OM1238
 OM1238.The horizontal coordinates were established by GPS observations
 OM1238.and adjusted by the National Geodetic Survey in November 1991..
 OM1238
 OM1238.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM1238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM1238
 OM1238.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1238
 OM1238.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1238
 OM1238.The ellipsoidal height was determined by GPS observations
 OM1238.and is referenced to NAD 83.
 OM1238
 OM1238.The geoid height was determined by GEOID03.
 OM1238
 OM1238;                    North         East     Units Scale Factor Converg.
 OM1238;SPC WI S     -   116,248.910   644,716.110   MT  0.99995176   +0 22 37.5
 OM1238;SPC WI S     -   381,393.30  2,115,206.10   sFT  0.99995176   +0 22 37.5
 OM1238;UTM  16      - 4,768,740.198   300,350.355   MT  1.00009038   -1 40 25.2
 OM1238
 OM1238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1238!SPC WI S     -   0.99995834  x   0.99995176  =   0.99991010
 OM1238!UTM  16      -   0.99995834  x   1.00009038  =   1.00004871
 OM1238
 OM1238                          SUPERSEDED SURVEY CONTROL
 OM1238
 OM1238  NAD 83(1986)-  43 02 42.38950(N)    089 27 04.24848(W) AD(       ) 2
 OM1238  NAD 27      -  43 02 42.40415(N)    089 27 03.81384(W) AD(       ) 2
 OM1238  NGVD 29 (04/21/89)  299.9    (m)          984.     (f) GPS OBS        
 OM1238
 OM1238.Superseded values are not recommended for survey control.
 OM1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1238.See file dsdata.txt to determine how the superseded data were derived.
 OM1238
 OM1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0035068740(NAD 83)
 OM1238_MARKER: DD = SURVEY DISK
 OM1238_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 OM1238_SP_SET: DRIVEN INTO GROUND
 OM1238_STAMPING: MIDVALE 1 1985
 OM1238_MARK LOGO: WI-025
 OM1238_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OM1238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1238+SATELLITE: SATELLITE OBSERVATIONS - 1988
 OM1238
 OM1238  HISTORY     - Date     Condition        Report By
 OM1238  HISTORY     - 1988     MONUMENTED       WI-025
 OM1238  HISTORY     - 19970208 GOOD             USPSQD
 OM1238
 OM1238                          STATION DESCRIPTION
 OM1238
 OM1238'DESCRIBED BY DANE COUNTY WISCONSIN 1988
 OM1238'THE STATION IS LOCATED ABOUT 8.8 KM (5.45 MI) NORTH-NORTHEAST OF
 OM1238'VERONA, 6.4 KM (4.00 MI) SOUTHEAST OF MIDDLETON JUNCTION, 6.4 KM
 OM1238'(4.00 MI) SOUTHWEST OF STATE CAPITOL BUILDING AND ON ROAD
 OM1238'RIGHT-OF-WAY.  OWNERSHIP--STATE OF WISCONSIN, CONTACT JEROME D.
 OM1238'FRANKLIN, DIRECTOR OF PUBLIC WORKS, CITY OF MADISON, 210 MARIN LUTHER
 OM1238'KING, JR. BOULEVARD, MADISON, WI 53709, PHONE 608-266-4620.
 OM1238'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 14,151,12,18
 OM1238'AND MIDVALE BOULEVARD SOUTHWEST OF DOWNTOWN MADISON, GO NORTH ON
 OM1238'MIDVALE ROAD FOR 1.0 KM (0.60 MI) TO STATION ON THE LEFT IN GRASSY
 OM1238'MEDIAN JUST BEFORE REACHING YUMA DRIVE.
 OM1238'THE STATION IS A DANE COUNTY DRIVEABLE MONUMENT WITH A DISK
 OM1238'STAMPED---MIDVALE 1 1985---DRIVEN INTO THE GROUND FLUSH TO THE
 OM1238'SURFACE.  LOCATED 41.2 M (135.2 FT) NORTH-NORTHWEST FROM A SIGN POST,
 OM1238'33.2 M (108.9 FT) SOUTH FROM A SIGN POST, 2.6 M (8.5 FT) WEST FROM THE
 OM1238'EAST CURB AND 2.5 M (8.2 FT) EAST FROM THE WEST CURB.
 OM1238'DANE COUNTY PART II, WI, 1988.
 OM1238'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 OM1238'DESCRIBED BY J.D. RIGNEY, JR.
 OM1238
 OM1238                          STATION RECOVERY (1997)
 OM1238
 OM1238'RECOVERY NOTE BY US POWER SQUADRON 1997
 OM1238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0094 ***********************************************************************
 QM0094  DESIGNATION -  MIDWAY
 QM0094  PID         -  QM0094
 QM0094  STATE/COUNTY-  WI/OCONTO
 QM0094  USGS QUAD   -  TOWNSEND (1972)
 QM0094
 QM0094                         *CURRENT SURVEY CONTROL
 QM0094  ___________________________________________________________________
 QM0094* NAD 83(1991)-  45 18 08.66438(N)    088 31 49.95514(W)     ADJUSTED  
 QM0094* NAVD 88     -       388.025  (meters)    1273.05   (feet)  ADJUSTED  
 QM0094  ___________________________________________________________________
 QM0094  LAPLACE CORR-          -4.08  (seconds)                    DEFLEC99
 QM0094  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 QM0094  DYNAMIC HT  -         387.983 (meters)    1272.91  (feet)  COMP
 QM0094  MODELED GRAV-     980,496.0   (mgal)                       NAVD 88
 QM0094
 QM0094  HORZ ORDER  -  FIRST
 QM0094  VERT ORDER  -  FIRST     CLASS II
 QM0094
 QM0094.The horizontal coordinates were established by classical geodetic methods
 QM0094.and adjusted by the National Geodetic Survey in November 1991..
 QM0094
 QM0094.The orthometric height was determined by differential leveling
 QM0094.and adjusted by the National Geodetic Survey in June 1991..
 QM0094
 QM0094.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0094
 QM0094.The geoid height was determined by GEOID03.
 QM0094
 QM0094.The dynamic height is computed by dividing the NAVD 88
 QM0094.geopotential number by the normal gravity value computed on the
 QM0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0094.degrees latitude (g = 980.6199 gals.).
 QM0094
 QM0094.The modeled gravity was interpolated from observed gravity values.
 QM0094
 QM0094;                    North         East     Units Scale Factor Converg.
 QM0094;SPC WI C     -   164,288.162   715,241.002   MT  0.99996835   +1 02 12.5
 QM0094;SPC WI C     -   539,002.08  2,346,586.52   sFT  0.99996835   +1 02 12.5
 QM0094;SPC WI N     -    16,152.979   715,251.100   MT  1.00005844   +1 03 36.1
 QM0094;SPC WI N     -    52,995.23  2,346,619.65   sFT  1.00005844   +1 03 36.1
 QM0094;UTM  16      - 5,017,684.233   380,006.157   MT  0.99977704   -1 05 17.1
 QM0094
 QM0094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0094!SPC WI C     -   0.99994470  x   0.99996835  =   0.99991305
 QM0094!SPC WI N     -   0.99994470  x   1.00005844  =   1.00000313
 QM0094!UTM  16      -   0.99994470  x   0.99977704  =   0.99972175
 QM0094
 QM0094:                Primary Azimuth Mark                     Grid Az
 QM0094:SPC WI C     -  MAIDEN                                   096 54 23.9
 QM0094:SPC WI N     -  MAIDEN                                   096 53 00.3
 QM0094:UTM  16      -  MAIDEN                                   099 01 53.5
 QM0094
 QM0094|---------------------------------------------------------------------|
 QM0094| PID    Reference Object                     Distance      Geod. Az  |
 QM0094|                                                           dddmmss.s |
 QM0094| QM0095 MAIDEN                              APPROX. 0.8 KM 0975636.4 |
 QM0094| QM0623 LAKEWOOD UNION CHURCH SPIRE         282.597 METERS 11221     |
 QM0094|---------------------------------------------------------------------|
 QM0094
 QM0094                          SUPERSEDED SURVEY CONTROL
 QM0094
 QM0094  NAD 83(1986)-  45 18 08.66892(N)    088 31 49.97052(W) AD(       ) 1
 QM0094  NAD 27      -  45 18 08.78100(N)    088 31 49.59100(W) AD(       ) 1
 QM0094  NGVD 29 (??/??/92)  388.024  (m)         1273.04   (f) ADJ UNCH    1 2
 QM0094
 QM0094.Superseded values are not recommended for survey control.
 QM0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0094.See file dsdata.txt to determine how the superseded data were derived.
 QM0094
 QM0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8000617684(NAD 83)
 QM0094_MARKER: DS = TRIANGULATION STATION DISK
 QM0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0094
 QM0094  HISTORY     - Date     Condition        Report By
 QM0094  HISTORY     - 1921     MONUMENTED       CGS
 QM0094  HISTORY     - 1922     GOOD             NGS
 QM0094  HISTORY     - 1934     GOOD             NGS
 QM0094  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0094
 QM0094                          STATION DESCRIPTION
 QM0094
 QM0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0094'STATION IS ABOUT 3/8 MILE N OF THE CHICAGO AND NORTHWESTERN
 QM0094'RAILWAY STATION AT LAKEWOOD, 50 METERS N OF THE N SWITCH SIGNAL
 QM0094'FOR THE LAKEWOOD SIDING, 35 METERS N OF SECTION TOOLHOUSE, 2
 QM0094'METERS S OF WAGON-ROAD CROSSING, 5.36 METERS (17.59 FEET) E
 QM0094'OF THE E AND NEAREST RAIL OF THE CHICAGO AND NORTHWESTERN
 QM0094'RAILWAY.
 QM0094'
 QM0094'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 QM0094'DISKS SET IN CONCRETE.
 QM0094
 QM0094                          STATION RECOVERY (1922)
 QM0094
 QM0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 QM0094'0.4 MI N FROM LAKEWOOD.
 QM0094'ABOUT 3/8 MILE NORTH OF THE C. AND N.W. R.R. STATION AT LAKEWOOD,
 QM0094'50 METERS NORTH OF THE NORTH SWITCH SIGNAL FOR THE LAKEWOOD
 QM0094'SIDING, 35 METERS NORTH OF SECTION TOOL HOUSE, 2 METERS SOUTH OF
 QM0094'WAGON ROD CROSSING, 5.38 METERS OR 17.59 FEET EAST OF THE EAST
 QM0094'AND NEAREST RAIL OF THE C. AND NW RY.
 QM0094
 QM0094                          STATION RECOVERY (1934)
 QM0094
 QM0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QM0094'RECOVERED IN GOOD CONDITION.
 QM0094
 QM0094                          STATION RECOVERY (1985)
 QM0094
 QM0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0981 ***********************************************************************
 NH0981  DESIGNATION -  MIDWAY RESET
 NH0981  PID         -  NH0981
 NH0981  STATE/COUNTY-  WI/RACINE
 NH0981  USGS QUAD   -  UNION GROVE (1971)
 NH0981
 NH0981                         *CURRENT SURVEY CONTROL
 NH0981  ___________________________________________________________________
 NH0981* NAD 83(1991)-  42 40 32.70401(N)    088 04 51.09827(W)     ADJUSTED  
 NH0981* NAVD 88     -       256.     (meters)     840.     (feet)  SCALED    
 NH0981  ___________________________________________________________________
 NH0981  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 NH0981  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 NH0981
 NH0981  HORZ ORDER  -  SECOND
 NH0981
 NH0981.The horizontal coordinates were established by classical geodetic methods
 NH0981.and adjusted by the National Geodetic Survey in November 1991..
 NH0981
 NH0981.The orthometric height was scaled from a topographic map.
 NH0981
 NH0981.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0981
 NH0981.The geoid height was determined by GEOID03.
 NH0981
 NH0981;                    North         East     Units Scale Factor Converg.
 NH0981;SPC WI S     -    76,880.655   757,296.845   MT  1.00001211   +1 19 07.1
 NH0981;SPC WI S     -   252,232.62  2,484,564.73   sFT  1.00001211   +1 19 07.1
 NH0981;UTM  16      - 4,725,374.799   411,438.562   MT  0.99969649   -0 43 57.7
 NH0981
 NH0981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0981!SPC WI S     -   0.99996528  x   1.00001211  =   0.99997739
 NH0981!UTM  16      -   0.99996528  x   0.99969649  =   0.99966178
 NH0981
 NH0981|---------------------------------------------------------------------|
 NH0981| PID    Reference Object                     Distance      Geod. Az  |
 NH0981|                                                           dddmmss.s |
 NH0981| CI9320 MIDWAY RM 4                           8.307 METERS 02138     |
 NH0981| CI9318 MIDWAY RM 2                          12.055 METERS 02913     |
 NH0981| NH0976 UNION GROVE MUNICIPAL TANK          APPROX. 2.5 KM 0633913.7 |
 NH0981| CI9319 MIDWAY RM 3                           4.451 METERS 11046     |
 NH0981| CI9321 MIDWAY RM 5                           5.350 METERS 12549     |
 NH0981| NH0980 DOVER RESET                         360.801 METERS 23055     |
 NH0981| CI9317 MIDWAY RM                            13.780 METERS 27250     |
 NH0981|---------------------------------------------------------------------|
 NH0981
 NH0981                          SUPERSEDED SURVEY CONTROL
 NH0981
 NH0981  NAD 83(1986)-  42 40 32.69588(N)    088 04 51.11003(W) AD(       ) 2
 NH0981  NAD 27      -  42 40 32.62800(N)    088 04 50.80300(W) AD(       ) 2
 NH0981
 NH0981.Superseded values are not recommended for survey control.
 NH0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0981.See file dsdata.txt to determine how the superseded data were derived.
 NH0981
 NH0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1143925375(NAD 83)
 NH0981_MARKER: DS = TRIANGULATION STATION DISK
 NH0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0981
 NH0981  HISTORY     - Date     Condition        Report By
 NH0981  HISTORY     - 1920     MONUMENTED       CGS
 NH0981  HISTORY     - 1930     GOOD             CGS
 NH0981  HISTORY     - 1935     GOOD             CGS
 NH0981  HISTORY     - 1957     GOOD             CGS
 NH0981  HISTORY     - 1964     SEE DESCRIPTION  CGS
 NH0981  HISTORY     - 1969     GOOD             CGS
 NH0981  HISTORY     - 1973     MARK NOT FOUND   LOCENG
 NH0981  HISTORY     - 1974     MARK NOT FOUND   ALSTER
 NH0981
 NH0981                          STATION DESCRIPTION
 NH0981
 NH0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH0981'STATION IS LOCATED ABOUT 1-1/2 MILES E OF KANSASVILLE IN
 NH0981'DOVER TOWNSHIP ON THE E SIDE OF THE FIRST ROAD TURNING S AFTER
 NH0981'CROSSING THE CHICAGO, MILWAUKEE AND ST. PAUL RAILWAY IN
 NH0981'FOLLOWING THE BURLINGTON-RACINE HIGHWAY FROM BURLINGTON,
 NH0981'3/4 MILE S OF THE TRACKS, 1 YARD W OF THE E FENCE LINE OF
 NH0981'THE N AND S HALF-SECTION ROAD OF SECTION 6, 100 YARDS S OF THE
 NH0981'CENTER OF THE SECTION, AND 1/2 MILE N OF THE DOVER TOWNSHIP
 NH0981'LINE.  SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD
 NH0981'BRONZE TABLETS SET IN CONCRETE AS DESCRIBED.
 NH0981'REFERENCE MARK IS ON THE OPPOSITE SIDE OF THE
 NH0981'ROAD, 13.78 METERS (45.21 FEET) FROM THE STATION N 87 DEG 10 MIN W.
 NH0981
 NH0981                          STATION RECOVERY (1930)
 NH0981
 NH0981'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 NH0981'MARK FOUND AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 NH0981'THIS IS A TRAVERSE STATION.
 NH0981
 NH0981                          STATION RECOVERY (1935)
 NH0981
 NH0981'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH0981'STATION IS ABOUT 1-1/2 MILES E OF KANSASVILLE, ABOUT 1-1/2
 NH0981'MILES SW OF UNION GROVE, ABOUT 100 YARDS S OF CENTER OF SEC.
 NH0981'36, T 3 N, R 20 E, 21 FEET E OF CENTER LINE OF THE N-S
 NH0981'HALF-SECTION ROAD, ABOUT 0.45 MILE N OF THE TOWNSHIP AND COUNTY
 NH0981'LINE, ABOUT 3/4 MILE S OF THE CHICAGO, MILWAUKEE, AND ST.
 NH0981'PAUL RAILWAY TRACK, 3 FEET W OF THE E RIGHT-OF-WAY FENCE,
 NH0981'4 FEET SW OF THE CORNER POST WHERE THE E-W T-FENCE JOINS
 NH0981'THE RIGHT-OF-WAY FENCE.
 NH0981'
 NH0981'STATION MARK WAS RECOVERED IN GOOD CONDITION.  IT IS MARKED
 NH0981'AND PROJECTS 1 INCH.
 NH0981'
 NH0981'REFERENCE MARK IS W OF STATION, ON W SIDE OF THE ROAD, 13.78
 NH0981'METERS (45.21 FEET) FROM THE STATION.  IT IS MARKED
 NH0981'AND PROJECTS 2 INCHES.
 NH0981'
 NH0981'THIS STATION WAS USED AS AN AZIMUTH FOR STATION DOVER 1873,
 NH0981'1920.  IT IS 360.80 METERS (1,183.72 FEET) NE OF STATION
 NH0981'DOVER 1873, 1920.
 NH0981
 NH0981                          STATION RECOVERY (1957)
 NH0981
 NH0981'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH0981'THIS STATION WAS OCCUPIED TO DETERMINE THE AZIMUTH OF OBJECTS
 NH0981'THAT ARE VISIBLE FROM THE GROUND AND THEREBY ESTABLISH THIS
 NH0981'STATION AS AN ALTERNATE STATION FOR DOVER (USLS 1873) 1935
 NH0981'1954.  STATION DOVER IS IN A CULTIVATED FIELD AND THE PAYMENT
 NH0981'OF CROP OR OTHER DAMAGES WILL USUALLY BE NECESSARY IN OCCUPYING
 NH0981'IT.
 NH0981'
 NH0981'THE STATION IS ABOUT 1.5 MILES SOUTHWEST OF UNION GROVE, ABOUT
 NH0981'1 MILE EAST OF KANSASVILLE AND ON A ROAD RIGHT-OF-WAY.  IT
 NH0981'IS 22 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD, 4 FEET
 NH0981'WEST OF A FENCE AND 2 FEET NORTHWEST OF A WHITE WITNESS POST.
 NH0981'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MIDWAY 1920.
 NH0981'A ROAD GRADER HAS GRADED CLOSE TO THIS MARK AND THE DIRT HAS
 NH0981'FALLEN AWAY FROM THE MONUMENT ON THE WEST SIDE OF IT.  BUT
 NH0981'THERE IS NO EVIDENCE OF DAMAGE TO THE MARK.
 NH0981'
 NH0981'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45
 NH0981'AND STATE HIGHWAY 11 IN UNION GROVE, GO SOUTH ON HIGHWAY
 NH0981'45 FOR 0.8 MILE TO A GRAVELED CROSSROAD.  TURN RIGHT, WEST
 NH0981'AND GO 1.45 MILES TO A GRAVELED CROSSROAD.  TURN RIGHT, NORTH
 NH0981'AND GO 0.35 MILE TO THE STATION ON THE RIGHT, EAST SIDE OF
 NH0981'THE ROAD.
 NH0981
 NH0981                          STATION RECOVERY (1964)
 NH0981
 NH0981'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JB)
 NH0981'ONLY THE STATION MARKS WERE RECOVERED.  THE SURFACE MARK WAS
 NH0981'FOUND TO BE 0.027 M. OR 0.09 FOOT IN BEARING S 85 DEG W FROM
 NH0981'THE SUBSURFACE MARK.  NEW MARKS WERE SET IN THE POSITION
 NH0981'OF THE ORIGINAL SUBSURFACE MARK ABOUT 4 FEET LOWER, AND NEW
 NH0981'R.M.S WERE SET.
 NH0981'
 NH0981'ABOUT 1.5 MILES W ALONG NO. 11 WIS. HWY. (15TH AVE.) FROM ITS
 NH0981'INTERSECTION WITH NO. 45 U.S. HWY. (MAIN STREET) ABOUT A
 NH0981'HALF-MILE S OF THE HEART OF UNION GROVE, THENCE 0.45 MILE
 NH0981'S ON SCHEON ROAD TO THE STATION ON THE LEFT, ON CREST OF
 NH0981'RIDGE, 17 FEET E OF CENTER LINE OF ROAD, ABOUT 2 FEET LOWER
 NH0981'THAN SAME, 16 FEET N OF PROJECTED CENTER LINE OF STREET FROM
 NH0981'THE W, 10-1/2 FEET W OF NO. 12-1 TENSION-BRACE POWER POLE,
 NH0981'1-1/2 FEET N OF THE LINE BETWEEN THE SAID AND NO. 12 POWER
 NH0981'POLE, STANDARD DISKS STAMPED MIDWAY 1920 1964
 NH0981'WITH THE UPPER MARK ABOUT A FOOT UNDERGROUND.
 NH0981'
 NH0981'REFERENCE MARK NO. 2 IS 38-1/2 FEET N OF THE SAID BRACE POLE,
 NH0981'32 FEET E OF CENTER LINE OF THE ROAD, AND 2.0 FEET N OF STEEL
 NH0981'WITNESS POST, AND FLUSH WITH THE GROUND.
 NH0981'
 NH0981'REFERENCE MARK NO. 3 IS 32 FEET E OF CENTER LINE OF THE ROAD,
 NH0981'2.0 FEET SSW OF TENSION-BRACE CABLE ANCHOR, AND FLUSH WITH
 NH0981'THE GROUND.
 NH0981'
 NH0981'OBJECTS ORIGINALLY OBSERVED VISIBLE FROM THE GROUND AT THE
 NH0981'STATION (UNION GROVE WATER TANK AND SOUTHERN COLONY STACK)
 NH0981'ARE BOTH REPORTEDLY RELOCATED UPON REBUILDING AND THE LATTER
 NH0981'IS NOW ALSO OBSTRUCTED BY TREES.
 NH0981
 NH0981                          STATION RECOVERY (1969)
 NH0981
 NH0981'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 NH0981'THE STATION MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD
 NH0981'CONDITION.  REFERENCE MARK 3 WAS FOUND DISTURBED AND THE
 NH0981'DISK WAS SALVAGED.  THE PROPERTY OWNER IS IN THE PROCESS
 NH0981'OF GRADING AND REFERENCE MARK 2 WAS DESTROYED AND REFERENCE
 NH0981'MARKS 4 AND 5 WERE SET.  THE STACK USED IN 1964 WAS FOUND
 NH0981'TO BE THE STACK TAKEN IN 1957.
 NH0981'
 NH0981'THE STATION IS 49 FEET EAST OF A POWER POLE, 18 FEET EAST
 NH0981'OF THE CENTERLINE OF A PAVED ROAD, 16 FEET NORTH OF THE EXTENDED
 NH0981'CENTERLINE OF A GRAVELED ROAD WEST, 1 FOOT WEST OF A METAL
 NH0981'WITNESS POST AND AT THE NORTHWEST CORNER OF THE HICKORY HAVEN
 NH0981'MOBILE HOME PARK.  THE MARK IS 10 INCHES UNDERGROUND AND THE
 NH0981'DISK IS STAMPED MIDWAY 1920 1964.
 NH0981'
 NH0981'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45
 NH0981'AND STATE HIGHWAY 11 IN UNION GROVE, GO WEST ON HIGHWAY 11
 NH0981'FOR 1.5 MILES TO A SIDE ROAD LEFT.  TURN LEFT ON THE PAVED
 NH0981'ROAD AND GO SOUTH FOR 0.45 MILE TO THE STATION ON THE LEFT.
 NH0981'
 NH0981'REFERENCE MARK 4 IS 28 FEET EAST OF THE CENTERLINE OF THE
 NH0981'ROAD, 64 FEET SOUTHEAST OF THE INTERSECTION OF THE ROAD AND
 NH0981'A DRIVEWAY WEST.  THE MONUMENT IS FLUSH AND THE DISK IS
 NH0981'STAMPED MIDWAY 1920 NO 4 1969.
 NH0981'
 NH0981'REFERENCE MARK 5 IS 31 FEET EAST OF THE CENTERLINE OF THE
 NH0981'ROAD AND 63 FEET EAST OF THE POWER POLE.  THE MONUMENT IS
 NH0981'FLUSH AND THE DISK IS STAMPED MIDWAY 1920 NO 5 1969.
 NH0981'
 NH0981'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 NH0981'
 NH0981'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 NH0981'SOUTHWEST OF UNION GROVE.
 NH0981
 NH0981                          STATION RECOVERY (1973)
 NH0981
 NH0981'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973 (GME)
 NH0981'RECOVERED BY NIELSON MADSEN CONSULTING ENG.
 NH0981'
 NH0981'MIDWAY NOT FOUND
 NH0981'
 NH0981'R.M. 4-DISTURBED LEANING N. PLUS OR MINUS 6 FT.
 NH0981'
 NH0981'R.M. 5-NOT FOUND
 NH0981'
 NH0981'COULD NOT DIG FOR UNDER GROUND MARK AT THIS TIME HOLE FILLED
 NH0981'WITH WATER
 NH0981
 NH0981                          STATION RECOVERY (1974)
 NH0981
 NH0981'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1974 (TCH)
 NH0981'MIDWAY-NOT FOUND (PROBABLY DESTROYED)
 NH0981'
 NH0981'R.M. NO. 4 1969-TILTED AT 45 DEG ANGLE (MONUMENT)
 NH0981'
 NH0981'R.M. NO. 5 1969-CONC. CRACKED AND CHIPPED AROUND CAP
 NH0981'
 NH0981'TRIANGULATION STATION MIDWAY, WAS SEARCHED FOR AND NOT FOUND.
 NH0981'(R.M. 5) 1 TIE WAS PULLED AND IT WAS THOUROUGHLY SEARCHED
 NH0981'FOR WITH METAL DETECTOR.  SURROUNDING AREA HAS BEEN GRADED
 NH0981'AND TELEPHONE CABLE (BELL SYSTEM) HAS BEEN LAYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1323 ***********************************************************************
 PN1323  DESIGNATION -  MIDWESTERN RELAY COMPANY MAST
 PN1323  PID         -  PN1323
 PN1323  STATE/COUNTY-  WI/WAUSHARA
 PN1323  USGS QUAD   -  COLOMA (1968)
 PN1323
 PN1323                         *CURRENT SURVEY CONTROL
 PN1323  ___________________________________________________________________
 PN1323* NAD 83(1991)-  44 05 53.66005(N)    089 33 07.00468(W)     ADJUSTED  
 PN1323* NAVD 88     -                                                        
 PN1323  ___________________________________________________________________
 PN1323  LAPLACE CORR-          -4.30  (seconds)                    DEFLEC99
 PN1323  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 PN1323
 PN1323  HORZ ORDER  -  THIRD
 PN1323
 PN1323.The horizontal coordinates were established by classical geodetic methods
 PN1323.and adjusted by the National Geodetic Survey in November 1991..
 PN1323
 PN1323
 PN1323.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1323
 PN1323.The geoid height was determined by GEOID03.
 PN1323
 PN1323;                    North         East     Units Scale Factor Converg.
 PN1323;SPC WI S     -   233,199.075   635,877.440   MT  1.00000657   +0 18 28.3
 PN1323;SPC WI S     -   765,087.30  2,086,207.90   sFT  1.00000657   +0 18 28.3
 PN1323;UTM  16      - 4,885,950.757   295,735.687   MT  1.00011318   -1 46 35.4
 PN1323
 PN1323                          SUPERSEDED SURVEY CONTROL
 PN1323
 PN1323  NAD 83(1986)-  44 05 53.65730(N)    089 33 07.01507(W) AD(       ) 4
 PN1323
 PN1323.Superseded values are not recommended for survey control.
 PN1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1323.See file dsdata.txt to determine how the superseded data were derived.
 PN1323
 PN1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP9573685951(NAD 83)
 PN1323_MARKER: 44 = MICROWAVE MAST
 PN1323
 PN1323  HISTORY     - Date     Condition        Report By
 PN1323  HISTORY     - 1982     FIRST OBSERVED   WIDT
 PN1323  HISTORY     - 20030519 GOOD             USPSQD
 PN1323
 PN1323                          STATION DESCRIPTION
 PN1323
 PN1323'DESCRIBED BY WI DEPT OF TRANSP 1982 (LTK)
 PN1323'THE STATION, MIDWESTERN RELAY COMPANY MAST, IS THE RED LIGHT AT THE
 PN1323'TOP OF A TRIANGULAR SHAPED MAST OWNED BY THE MIDWESTERN RELAY COMPANY
 PN1323'(WKS 59) WITH AREA OFFICE TELEPHONE NUMBER--414-673-6101.  ALTERNATE
 PN1323'SECTIONS OF THIS 300 FOOT HIGH MAST ARE PAINTED RED AND WHITE AND 3
 PN1323'RECEIVING DISHES ARE ATTACHED NEAR THE TOP.  THE MAST IS NEXT TO A
 PN1323'CEMENT BLOCK BUILDING AND BOTH ARE ENCLOSED IN A SECURITY FENCE.
 PN1323'
 PN1323'TO REACH THE STATION FROM THE JUNCTION OF CTH V AND CTH C ABOUT 1 MILE
 PN1323'SOUTHWEST OF HANCOCK, GO SOUTHWEST ON CTH V FOR 0.2 MILE TO JUNCTION
 PN1323'WITH 4TH AVENUE.  CONTINUE SOUTHWEST ON CTH V FOR 0.87 MILE TO MAST ON
 PN1323'RIGHT ABOUT 245 FEET NORTH WEST OF THE CENTER OF CTH V.
 PN1323
 PN1323                          STATION RECOVERY (2003)
 PN1323
 PN1323'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN1323'RECOVERED IN GOOD CONDITION. THE MAST IS SUPPORTED BY GUY WIRES, OWNED
 PN1323'BY NORLIGHT, INC., AT N3315 CTH V.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5265 ***********************************************************************
 DH5265  DESIGNATION -  MIFFLIN E GPS
 DH5265  PID         -  DH5265
 DH5265  STATE/COUNTY-  WI/IOWA
 DH5265  USGS QUAD   -  LINDEN (1952)
 DH5265
 DH5265                         *CURRENT SURVEY CONTROL
 DH5265  ___________________________________________________________________
 DH5265* NAD 83(1997)-  42 53 36.10321(N)    090 19 07.66521(W)     ADJUSTED  
 DH5265* NAVD 88     -                                                        
 DH5265  ___________________________________________________________________
 DH5265  X           -     -26,040.953 (meters)                     COMP
 DH5265  Y           -  -4,680,177.268 (meters)                     COMP
 DH5265  Z           -   4,319,039.333 (meters)                     COMP
 DH5265  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 DH5265  ELLIP HEIGHT-         307.27  (meters)          (08/01/05) GPS OBS
 DH5265  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 DH5265
 DH5265  HORZ ORDER  -  FIRST
 DH5265  ELLP ORDER  -  SECOND    CLASS I
 DH5265
 DH5265.The horizontal coordinates were established by GPS observations
 DH5265.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5265
 DH5265
 DH5265.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5265
 DH5265.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5265
 DH5265.The ellipsoidal height was determined by GPS observations
 DH5265.and is referenced to NAD 83.
 DH5265
 DH5265.The geoid height was determined by GEOID03.
 DH5265
 DH5265;                    North         East     Units Scale Factor Converg.
 DH5265;SPC WI S     -    99,294.127   573,960.969   MT  0.99997158   -0 13 08.6
 DH5265;SPC WI S     -   325,767.48  1,883,070.28   sFT  0.99997158   -0 13 08.6
 DH5265;UTM  15      - 4,752,460.735   718,924.079   MT  1.00018966   +1 49 32.3
 DH5265
 DH5265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5265!SPC WI S     -   0.99995181  x   0.99997158  =   0.99992340
 DH5265!UTM  15      -   0.99995181  x   1.00018966  =   1.00014147
 DH5265
 DH5265                          SUPERSEDED SURVEY CONTROL
 DH5265
 DH5265.No superseded survey control is available for this station.
 DH5265
 DH5265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1892452461(NAD 83)
 DH5265_MARKER: DD = SURVEY DISK
 DH5265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5265_STAMPING: MIFFLIN E GPS 2004
 DH5265_MARK LOGO: WIDT  
 DH5265_PROJECTION: FLUSH
 DH5265_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5265+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5265
 DH5265  HISTORY     - Date     Condition        Report By
 DH5265  HISTORY     - 2003     MONUMENTED       WIDT
 DH5265
 DH5265                          STATION DESCRIPTION
 DH5265
 DH5265'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5265'OWNERSHIP--IOWA COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF US
 DH5265'HIGHWAY 18 WITH  COUNTY HIGHWAY J AND CAVE HOLLOW ROAD ABOUT 1 MI EAST
 DH5265'OF THE VILLAGE OF COBB, GO SOUTH  ON COUNTY HIGHWAY J FOR 3.6 MI TO
 DH5265'COUNTY HIGHWAY X, CONTINUE SOUTH ON COUNTY HIGHWAY  J FOR 1.95 MI TO
 DH5265'THE STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT
 DH5265'OF  TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP
 DH5265'OF A 41-CM DIAMETER  CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY
 DH5265'PAVEMENT.  THE STATION IS 10.9 M  SOUTH-SOUTHEAST OF THE CENTERLINE OF
 DH5265'COUNTY HIGHWAY J, 45 M SOUTHWEST OF EXTENDED  CENTERLINE OF A FIELD
 DH5265'ENTRANCE, 2.3 M WEST OF A METAL --R/W-- POST, 1.0 M EAST OF AN ORANGE
 DH5265'4X4 PLASTIC WITNESS POST, 1.0 M SOUTH OF AN ORANGE 4X4 PLASTIC WITNESS
 DH5265'POST, AND 1.0 M  NORTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DH5265'---NOTE---THIS STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER
 DH5265'THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5266 ***********************************************************************
 DH5266  DESIGNATION -  MIFFLIN N GPS
 DH5266  PID         -  DH5266
 DH5266  STATE/COUNTY-  WI/IOWA
 DH5266  USGS QUAD   -  LINDEN (1952)
 DH5266
 DH5266                         *CURRENT SURVEY CONTROL
 DH5266  ___________________________________________________________________
 DH5266* NAD 83(1997)-  42 56 06.44220(N)    090 20 59.01976(W)     ADJUSTED  
 DH5266* NAVD 88     -                                                        
 DH5266  ___________________________________________________________________
 DH5266  X           -     -28,548.369 (meters)                     COMP
 DH5266  Y           -  -4,677,012.132 (meters)                     COMP
 DH5266  Z           -   4,322,445.148 (meters)                     COMP
 DH5266  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 DH5266  ELLIP HEIGHT-         318.99  (meters)          (08/01/05) GPS OBS
 DH5266  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 DH5266
 DH5266  HORZ ORDER  -  FIRST
 DH5266  ELLP ORDER  -  SECOND    CLASS I
 DH5266
 DH5266.The horizontal coordinates were established by GPS observations
 DH5266.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5266
 DH5266
 DH5266.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5266
 DH5266.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5266
 DH5266.The ellipsoidal height was determined by GPS observations
 DH5266.and is referenced to NAD 83.
 DH5266
 DH5266.The geoid height was determined by GEOID03.
 DH5266
 DH5266;                    North         East     Units Scale Factor Converg.
 DH5266;SPC WI S     -   103,943.323   571,453.950   MT  0.99996543   -0 14 25.1
 DH5266;SPC WI S     -   341,020.72  1,874,845.17   sFT  0.99996543   -0 14 25.1
 DH5266;UTM  15      - 4,757,018.460   716,252.141   MT  1.00017535   +1 48 21.5
 DH5266
 DH5266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5266!SPC WI S     -   0.99994998  x   0.99996543  =   0.99991541
 DH5266!UTM  15      -   0.99994998  x   1.00017535  =   1.00012532
 DH5266
 DH5266                          SUPERSEDED SURVEY CONTROL
 DH5266
 DH5266.No superseded survey control is available for this station.
 DH5266
 DH5266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1625257018(NAD 83)
 DH5266_MARKER: DD = SURVEY DISK
 DH5266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5266_STAMPING: MIFFLIN N GPS 2004
 DH5266_MARK LOGO: WIDT  
 DH5266_PROJECTION: FLUSH
 DH5266_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5266+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5266
 DH5266  HISTORY     - Date     Condition        Report By
 DH5266  HISTORY     - 2003     MONUMENTED       WIDT
 DH5266
 DH5266                          STATION DESCRIPTION
 DH5266
 DH5266'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5266'OWNERSHIP--TOWN OF MIFFLIN.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5266'US HIGHWAY 18  (MAIN STREET) WITH STATE HIGHWAY 80 NORTH (DIVISION
 DH5266'STREET) AND COUNTY HIGHWAY G  (MIFFLIN STREET) IN THE VILLAGE OF COBB,
 DH5266'GO SOUTH ON COUNTY HIGHWAY G FOR 1.0 MI TO COUNTY  HIGHWAY B, TURN
 DH5266'RIGHT AND GO WEST ON COUNTY HIGHWAY B FOR 1.0 MI TO VICKERMAN ROAD,
 DH5266'TURN LEFT AND GO SOUTH ON VICKERMAN ROAD FOR 1.2 MI TO THE STATION ON
 DH5266'THE RIGHT.  THE  STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH5266'TRANSPORTATION GEODETIC SURVEY CONTROL  STATION DISK SET IN THE TOP OF
 DH5266'A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD  PAVEMENT.
 DH5266'THE STATION IS 5.6 M WEST OF THE CENTERLINE OF VICKERMAN ROAD, 64 M
 DH5266'SOUTH-SOUTHWEST OF TELEPHONE PEDESTAL --2319--, 1 M EAST OF A
 DH5266'CULTIVATED FIELD, 1.0 M  NORTH OF AN ORANGE 4X4 PLASTIC WITNESS POST,
 DH5266'AND 1.0 M SOUTH OF AN ORANGE 4X4 PLASTIC  WITNESS POST.
 DH5266'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH5266'THAN 15  DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5017 ***********************************************************************
 DH5017  DESIGNATION -  MIFFLIN S GPS
 DH5017  PID         -  DH5017
 DH5017  STATE/COUNTY-  WI/IOWA
 DH5017  USGS QUAD   -  REWEY (1978)
 DH5017
 DH5017                         *CURRENT SURVEY CONTROL
 DH5017  ___________________________________________________________________
 DH5017* NAD 83(1997)-  42 49 39.59986(N)    090 23 55.44168(W)     ADJUSTED  
 DH5017* NAVD 88     -                                                        
 DH5017  ___________________________________________________________________
 DH5017  X           -     -32,605.187 (meters)                     COMP
 DH5017  Y           -  -4,685,104.304 (meters)                     COMP
 DH5017  Z           -   4,313,692.744 (meters)                     COMP
 DH5017  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 DH5017  ELLIP HEIGHT-         312.07  (meters)          (08/01/05) GPS OBS
 DH5017  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 DH5017
 DH5017  HORZ ORDER  -  FIRST
 DH5017  ELLP ORDER  -  SECOND    CLASS I
 DH5017
 DH5017.The horizontal coordinates were established by GPS observations
 DH5017.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5017
 DH5017
 DH5017.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5017
 DH5017.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5017
 DH5017.The ellipsoidal height was determined by GPS observations
 DH5017.and is referenced to NAD 83.
 DH5017
 DH5017.The geoid height was determined by GEOID03.
 DH5017
 DH5017;                    North         East     Units Scale Factor Converg.
 DH5017;SPC WI S     -    92,024.371   567,396.843   MT  0.99998232   -0 16 26.3
 DH5017;SPC WI S     -   301,916.62  1,861,534.48   sFT  0.99998232   -0 16 26.3
 DH5017;UTM  15      - 4,744,960.032   712,622.161   MT  1.00015621   +1 46 08.4
 DH5017
 DH5017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5017!SPC WI S     -   0.99995106  x   0.99998232  =   0.99993338
 DH5017!UTM  15      -   0.99995106  x   1.00015621  =   1.00010726
 DH5017
 DH5017                          SUPERSEDED SURVEY CONTROL
 DH5017
 DH5017.No superseded survey control is available for this station.
 DH5017
 DH5017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH1262244960(NAD 83)
 DH5017_MARKER: DD = SURVEY DISK
 DH5017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5017_STAMPING: MIFFLIN S GPS 2004
 DH5017_MARK LOGO: WIDT  
 DH5017_PROJECTION: FLUSH
 DH5017_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5017+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2005
 DH5017
 DH5017  HISTORY     - Date     Condition        Report By
 DH5017  HISTORY     - 2003     MONUMENTED       WIDT
 DH5017  HISTORY     - 20051227 GOOD             WIDT
 DH5017
 DH5017                          STATION DESCRIPTION
 DH5017
 DH5017'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5017'OWNERSHIP--TOWNSHIP OF MIFFLIN.  TO REACH THE STATION FROM THE
 DH5017'JUNCTION OF COUNTY  HIGHWAY A (WELCH STREET) WITH COUNTY HIGHWAY G
 DH5017'(WEST STREET) IN THE VILLAGE OF REWEY,  GO SOUTH ON COUNTY HIGHWAY G
 DH5017'(WEST STREET) FOR 0.1 MI TO WILDCAT ROAD ON THE RIGHT,  TURN RIGHT AND
 DH5017'GO WEST ON WILDCAT ROAD FOR 0.05 MI TO THE STATION ON THE LEFT.  THE
 DH5017'STATION IS A BRONZE WISCONSIN  DEPARTMENT OF  TRANSPORTATION GEODETIC
 DH5017'SURVEY  CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DH5017'CONCRETE POST ABOUT LEVEL WITH  THE ROAD PAVEMENT.  THE STATION IS 8.7
 DH5017'M SOUTH OF THE CENTERLINE OF WILDCAT ROAD, 36.0  M WEST-SOUTHWEST OF
 DH5017'POWERPOLE --4-1-8 25/0--, 31.9 M EAST-SOUTHEAST OF POWERPOLE --4-1-8
 DH5017'23/0--, 1.5 M NORTH OF A BARBED WIRE FENCE, 1.0 M NORTH OF AN ORANGE
 DH5017'4X4  PLASTIC WITNESS POST, 1.0 M EAST-SOUTHEAST OF AN ORANGE 4X4
 DH5017'PLASTIC WITNESS POST AND 1.0  M  WEST-SOUTHWEST OF AN ORANGE 4X4
 DH5017'PLASTIC WITNESS POST.  ---NOTE--- THIS STATION HAS NO  VISIBLE
 DH5017'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH5017
 DH5017                          STATION RECOVERY (2005)
 DH5017
 DH5017'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5017'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AH8953 ***********************************************************************
 AH8953  DESIGNATION -  MIKANA
 AH8953  PID         -  AH8953
 AH8953  STATE/COUNTY-  WI/BARRON
 AH8953  USGS QUAD   -  MIKANA (1981)
 AH8953
 AH8953                         *CURRENT SURVEY CONTROL
 AH8953  ___________________________________________________________________
 AH8953* NAD 83(1997)-  45 36 09.46005(N)    091 36 01.54594(W)     ADJUSTED  
 AH8953* NAVD 88     -       366.9    (meters)    1204.     (feet)  GPS OBS   
 AH8953  ___________________________________________________________________
 AH8953  X           -    -124,849.364 (meters)                     COMP
 AH8953  Y           -  -4,468,476.369 (meters)                     COMP
 AH8953  Z           -   4,534,697.423 (meters)                     COMP
 AH8953  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 AH8953  ELLIP HEIGHT-         336.90  (meters)          (06/17/02) GPS OBS
 AH8953  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 AH8953
 AH8953  HORZ ORDER  -  FIRST
 AH8953  ELLP ORDER  -  SECOND    CLASS I
 AH8953
 AH8953.The horizontal coordinates were established by GPS observations
 AH8953.and adjusted by the National Geodetic Survey in June 2002..
 AH8953
 AH8953.The orthometric height was determined by GPS observations and a
 AH8953.high-resolution geoid model.
 AH8953
 AH8953.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8953
 AH8953.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8953
 AH8953.The ellipsoidal height was determined by GPS observations
 AH8953.and is referenced to NAD 83.
 AH8953
 AH8953.The geoid height was determined by GEOID03.
 AH8953
 AH8953;                    North         East     Units Scale Factor Converg.
 AH8953;SPC WI C     -   197,842.333   475,146.424   MT  1.00002116   -1 07 45.2
 AH8953;SPC WI C     -   649,087.72  1,558,876.23   sFT  1.00002116   -1 07 45.2
 AH8953;UTM  15      - 5,050,850.820   609,144.936   MT  0.99974646   +1 00 00.4
 AH8953
 AH8953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8953!SPC WI C     -   0.99994719  x   1.00002116  =   0.99996834
 AH8953!UTM  15      -   0.99994719  x   0.99974646  =   0.99969366
 AH8953
 AH8953                          SUPERSEDED SURVEY CONTROL
 AH8953
 AH8953  NAD 83(1991)-  45 36 09.45987(N)    091 36 01.54422(W) AD(       ) 1
 AH8953  ELLIP H (05/04/99)  336.92   (m)                       GP(       ) 2 1
 AH8953
 AH8953.Superseded values are not recommended for survey control.
 AH8953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8953.See file dsdata.txt to determine how the superseded data were derived.
 AH8953
 AH8953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL0914550851(NAD 83)
 AH8953_MARKER: I = METAL ROD
 AH8953_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 AH8953_STAMPING: MIKANA 1998
 AH8953_MARK LOGO: WI-005
 AH8953_PROJECTION: FLUSH
 AH8953_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AH8953_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH8953+STABILITY: POSITION/ELEVATION WELL
 AH8953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8953+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH8953_ROD/PIPE-DEPTH: 12.8 meters
 AH8953_SLEEVE-DEPTH  :  0.9 meters
 AH8953
 AH8953  HISTORY     - Date     Condition        Report By
 AH8953  HISTORY     - 1998     MONUMENTED       WI-005
 AH8953  HISTORY     - 20050926 POOR             WIDT
 AH8953
 AH8953                          STATION DESCRIPTION
 AH8953
 AH8953'DESCRIBED BY BARRON COUNTY WISCONSIN 1998 (MFN)
 AH8953'STATION LOCATED 8.5 MI (13.7 KM) E OF THE VILLAGE OF HAUGEN, 5.0 MI
 AH8953'(8.0 KM) SW OF THE VILLAGE OF BIRCHWOOD, IN THE SW 1/4 OF THE NW 1/4
 AH8953'OF SEC 15, T36N, R10W, 4TH PRINCIPAL MERIDIAN, TOWN OF CEDAR LAKE,
 AH8953'BARRON CO.  TO REACH THE STATION FROM THE VILLAGE OF BIRCHWOOD FROM
 AH8953'THE INTERSECTION OF STH 48 AND CTH D GO SOUTH ON STH 48 5.25 MI (8.45
 AH8953'KM) TO 27 1/2 AVE, TURN LEFT AND GO EAST 228 FT (69.5 M) FROM THE
 AH8953'CENTERLINE OF STH 48 TO THE STATION ON THE LEFT.  LOCATED 50 FT (15.2
 AH8953'M) WEST OF CENTERLINE OF A FIELD ENTRANCE, 29 FT (8.8 M) NORTH OF
 AH8953'CENTERLINE OF 27 1/2 AVE, 1 FT (0.3 M) SOUTH OF WITNESS POST.
 AH8953'DESCRIBED BY BARRON COUNTY (CDF) .
 AH8953
 AH8953                          STATION RECOVERY (2005)
 AH8953
 AH8953'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AH8953'RECOVERED IN POOR CONDITION.  ADD-- THE STATION IS 18.8 M NORTHEAST OF
 AH8953'A --NO OUTLET-- SIGN POST, 13.8 M WEST OF THE CENTERLINE OF A FIELD
 AH8953'ENTRANCE, AND 1.0 M NORTH, 1.0 M SOUTHEAST, AND 1.0 M SOUTHWEST OF
 AH8953'THREE ORANGE 4X4 PLASTIC GUARD POSTS.  NOTE-- THE TOP OF THE
 AH8953'ENCASEMENT IS SLOPED 20 DEGREES TO THE SOUTHEAST AND THE ROD APPEARS
 AH8953'TO BE OFF OF VERTICAL FURTHER TO THE SOUTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP2407 ***********************************************************************
 PP2407  DESIGNATION -  MIKE
 PP2407  PID         -  PP2407
 PP2407  STATE/COUNTY-  WI/ST CROIX
 PP2407  USGS QUAD   -  ROBERTS (1974)
 PP2407
 PP2407                         *CURRENT SURVEY CONTROL
 PP2407  ___________________________________________________________________
 PP2407* NAD 83(1991)-  44 56 48.99773(N)    092 33 46.27382(W)     ADJUSTED  
 PP2407* NAVD 88     -       348.5    (meters)    1143.     (feet)  VERTCON   
 PP2407  ___________________________________________________________________
 PP2407  LAPLACE CORR-         -11.12  (seconds)                    DEFLEC99
 PP2407  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 PP2407
 PP2407  HORZ ORDER  -  SECOND
 PP2407
 PP2407.The horizontal coordinates were established by classical geodetic methods
 PP2407.and adjusted by the National Geodetic Survey in March 1999..
 PP2407
 PP2407.The NAVD 88 height was computed by applying the VERTCON shift value to
 PP2407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PP2407
 PP2407.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP2407
 PP2407.The geoid height was determined by GEOID03.
 PP2407
 PP2407;                    North         East     Units Scale Factor Converg.
 PP2407;SPC WI C     -   126,934.517   397,786.094   MT  0.99994147   -1 48 29.8
 PP2407;SPC WI C     -   416,450.99  1,305,069.88   sFT  0.99994147   -1 48 29.8
 PP2407;UTM  15      - 4,977,149.497   534,485.588   MT  0.99961462   +0 18 31.8
 PP2407
 PP2407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP2407!SPC WI C     -   0.99995004  x   0.99994147  =   0.99989151
 PP2407!UTM  15      -   0.99995004  x   0.99961462  =   0.99956468
 PP2407
 PP2407:                Primary Azimuth Mark                     Grid Az
 PP2407:SPC WI C     -  NELSON                                   094 45 58.0
 PP2407:UTM  15      -  NELSON                                   092 38 56.4
 PP2407
 PP2407|---------------------------------------------------------------------|
 PP2407| PID    Reference Object                     Distance      Geod. Az  |
 PP2407|                                                           dddmmss.s |
 PP2407| PP2215 NELSON                              APPROX.11.2 KM 0925728.2 |
 PP2407| CJ3763 MIKE RM 2                            12.431 METERS 19346     |
 PP2407| CJ3762 MIKE RM 1                            12.191 METERS 34513     |
 PP2407|---------------------------------------------------------------------|
 PP2407
 PP2407                          SUPERSEDED SURVEY CONTROL
 PP2407
 PP2407  NAD 83(1991)-  44 56 48.99357(N)    092 33 46.27057(W) AD(       ) 2
 PP2407  NAD 83(1986)-  44 56 48.98832(N)    092 33 46.27335(W) AD(       ) 2
 PP2407  NAD 27      -  44 56 49.10569(N)    092 33 45.56359(W) AD(       ) 2
 PP2407  NGVD 29 (07/19/86)  348.5    (m)         1143.     (f) VERT ANG       
 PP2407
 PP2407.Superseded values are not recommended for survey control.
 PP2407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2407.See file dsdata.txt to determine how the superseded data were derived.
 PP2407
 PP2407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3448677149(NAD 83)
 PP2407_MARKER: DD = SURVEY DISK
 PP2407_SETTING: 0 = UNSPECIFIED SETTING
 PP2407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP2407+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2003
 PP2407
 PP2407  HISTORY     - Date     Condition        Report By
 PP2407  HISTORY     - 1972     MONUMENTED       USGS
 PP2407  HISTORY     - 20031116 GOOD             USPSQD
 PP2407
 PP2407                          STATION DESCRIPTION
 PP2407
 PP2407'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (JSA)
 PP2407'STATION IS ABOUT 2.1 MI. S. AND 0.2 MI. W. OF TOWN OF ROBERTS,
 PP2407'FROM JUNCTION OF STATE HIGHWAY 65 AND COUNTY ROAD TT, T. 28 N.,
 PP2407'R. 18 W., NEAR CENTER OF N 1/2 OF NE 1/4 OF SEC. 4.
 PP2407'
 PP2407'TO REACH FROM OVERPASS AT JUNCTION OF STATE HIGHWAY 65 AND
 PP2407'INTERSTATE HIGHWAY 94, ABOUT 1.7 MI. S. OF ROBERTS, GO S. ON
 PP2407'STATE HIGHWAY 65 FOR ABOUT 0.9 MI. TO STATION ON LEFT, ON TOP OF
 PP2407'30 FT. CUTBANK.
 PP2407'
 PP2407'STATION MARK STAMPED ET MIKE IS 2 FT. S. OF WITNESS POST, 4
 PP2407'FT. NW. OF POWER POLE NO. 25, 856 FT. S. AND 85 FT. E. CENTER LINE
 PP2407'RD. AT T-RD. W.
 PP2407'
 PP2407'REFERENCE MARK NO. 1 STAMPED MIKE NO 1 1972 IS 40 FT. NNW. OF
 PP2407'STATION, 815 FT. S. AND 73 FT. E. CENTER LINE RD. AT T-RD. W., 44
 PP2407'FT. N. AND 14 FT. W. OF POWER POLE NO. 25.
 PP2407'
 PP2407'REFERENCE MARK NO. 2 STAMPED MIKE NO 2 1972 IS 41 FT. SSW. OF
 PP2407'STATION, 898 FT. S. AND 74 FT. E. CENTER LINE RD. AT T-RD. W., 36
 PP2407'FT. S. AND 13 FT. W. OF POWER POLE NO. 25.
 PP2407'
 PP2407'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2-IN. COPPER COATED
 PP2407'RODS, CENTERED IN 6-IN. DIAMETER PLASTIC PIPE, 12 IN. LONG AND
 PP2407'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  ALL MARKS ARE FLUSH
 PP2407'WITH GROUND.
 PP2407'
 PP2407'NO AZIMUTH USED.
 PP2407'
 PP2407'STANDARD BRACED TRIPOD USED.
 PP2407
 PP2407                          STATION RECOVERY (2003)
 PP2407
 PP2407'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PP2407'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 0.4 MILE
 PP2407'NORTH OF COUNTY HIGHWAY N.  NOTE-- THE POWER POLE IS ALSO NUMBERED
 PP2407'--7529CC6-1--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AG9543 ***********************************************************************
 AG9543  DESIGNATION -  MIKE MINONG
 AG9543  PID         -  AG9543
 AG9543  STATE/COUNTY-  WI/WASHBURN
 AG9543  USGS QUAD   -  MINONG (1982)
 AG9543
 AG9543                         *CURRENT SURVEY CONTROL
 AG9543  ___________________________________________________________________
 AG9543* NAD 83(1997)-  46 05 37.31451(N)    091 49 45.61709(W)     ADJUSTED  
 AG9543* NAVD 88     -       327.4    (meters)    1074.     (feet)  GPS OBS   
 AG9543  ___________________________________________________________________
 AG9543  X           -    -141,449.791 (meters)                     COMP
 AG9543  Y           -  -4,428,772.368 (meters)                     COMP
 AG9543  Z           -   4,572,692.487 (meters)                     COMP
 AG9543  LAPLACE CORR-          -6.65  (seconds)                    DEFLEC99
 AG9543  ELLIP HEIGHT-         300.29  (meters)          (12/26/02) GPS OBS
 AG9543  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AG9543
 AG9543  HORZ ORDER  -  FIRST
 AG9543  ELLP ORDER  -  THIRD     CLASS II
 AG9543
 AG9543.The horizontal coordinates were established by GPS observations
 AG9543.and adjusted by the National Geodetic Survey in December 2002..
 AG9543
 AG9543.The orthometric height was determined by GPS observations and a
 AG9543.high-resolution geoid model.
 AG9543
 AG9543.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9543
 AG9543.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9543
 AG9543.The ellipsoidal height was determined by GPS observations
 AG9543.and is referenced to NAD 83.
 AG9543
 AG9543.The geoid height was determined by GEOID03.
 AG9543
 AG9543;                    North         East     Units Scale Factor Converg.
 AG9543;SPC WI N     -   104,663.062   458,552.943   MT  0.99994618   -1 19 10.7
 AG9543;SPC WI N     -   343,382.06  1,504,435.78   sFT  0.99994618   -1 19 10.7
 AG9543;UTM  15      - 5,105,124.231   590,493.699   MT  0.99970067   +0 50 36.6
 AG9543
 AG9543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9543!SPC WI N     -   0.99995293  x   0.99994618  =   0.99989911
 AG9543!UTM  15      -   0.99995293  x   0.99970067  =   0.99965361
 AG9543
 AG9543                          SUPERSEDED SURVEY CONTROL
 AG9543
 AG9543  NAD 83(1991)-  46 05 37.31427(N)    091 49 45.61567(W) AD(       ) 1
 AG9543  ELLIP H (04/30/98)  300.31   (m)                       GP(       ) 3 2
 AG9543
 AG9543.Superseded values are not recommended for survey control.
 AG9543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9543.See file dsdata.txt to determine how the superseded data were derived.
 AG9543
 AG9543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM9049405124(NAD 83)
 AG9543_MARKER: DE = TRAVERSE STATION DISK
 AG9543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9543_STAMPING: MIKE 1987
 AG9543_MARK LOGO: WIDT  
 AG9543_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG9543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9543+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2004
 AG9543
 AG9543  HISTORY     - Date     Condition        Report By
 AG9543  HISTORY     - 1987     MONUMENTED       WIDT
 AG9543  HISTORY     - 20041206 GOOD             WOOLPT
 AG9543
 AG9543                          STATION DESCRIPTION
 AG9543
 AG9543'DESCRIBED BY WI DEPT OF TRANSP 1987
 AG9543'STATION LIES ABOUT 0.6 MILES (1.0 KM) SOUTH OF THE INTERSECTION OF STH
 AG9543'77 AND USH 53 ALONG USH 53 AND 41 FEET (12.5 M) WEST OF CENTER LINE.
 AG9543'ABOUT 200 FEET (61.0 M) NORTH OF INTERSECTION OF B STREET AND SOUTH
 AG9543'LIMITS ROAD LYING ABOUT 300 NE OF THE CENTER OF SECTION 26, T42N R12W.
 AG9543'STATION LIES 3 FEET (0.9 M) EAST OF WDOT CARSONITE SIGN AND 149 FEET
 AG9543'(45.4 M) NE OF FIRE HYDRANT.  AZIMUTH MIKE LIES 3000 FEET (914.4 M) TO
 AG9543'THE NE ON THE EAST SIDE OF USH 53 AT THE NORTHEAST INTERSECTION OF USH
 AG9543'53 AND SHELL CREEK ROAD.
 AG9543
 AG9543                          STATION RECOVERY (2004)
 AG9543
 AG9543'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (BJM)
 AG9543'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0889 ***********************************************************************
 OM0889  DESIGNATION -  MILFORD
 OM0889  PID         -  OM0889
 OM0889  STATE/COUNTY-  WI/JEFFERSON
 OM0889  USGS QUAD   -  JEFFERSON (1971)
 OM0889
 OM0889                         *CURRENT SURVEY CONTROL
 OM0889  ___________________________________________________________________
 OM0889* NAD 83(1991)-  43 07 24.50168(N)    088 52 06.26093(W)     ADJUSTED  
 OM0889* NAVD 88     -       282.     (meters)     925.     (feet)  SCALED    
 OM0889  ___________________________________________________________________
 OM0889  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 OM0889  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 OM0889
 OM0889  HORZ ORDER  -  SECOND
 OM0889
 OM0889.The horizontal coordinates were established by classical geodetic methods
 OM0889.and adjusted by the National Geodetic Survey in November 1991..
 OM0889
 OM0889.The orthometric height was scaled from a topographic map.
 OM0889
 OM0889.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0889
 OM0889.The geoid height was determined by GEOID03.
 OM0889
 OM0889;                    North         East     Units Scale Factor Converg.
 OM0889;SPC WI S     -   125,431.682   692,078.349   MT  0.99994424   +0 46 39.1
 OM0889;SPC WI S     -   411,520.44  2,270,593.72   sFT  0.99994424   +0 46 39.1
 OM0889;UTM  16      - 4,776,220.677   348,012.807   MT  0.99988417   -1 16 38.8
 OM0889
 OM0889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0889!SPC WI S     -   0.99996120  x   0.99994424  =   0.99990544
 OM0889!UTM  16      -   0.99996120  x   0.99988417  =   0.99984537
 OM0889
 OM0889:                Primary Azimuth Mark                     Grid Az
 OM0889:SPC WI S     -  MILFORD AZ MK                            162 25 51.5
 OM0889:UTM  16      -  MILFORD AZ MK                            164 29 09.4
 OM0889
 OM0889|---------------------------------------------------------------------|
 OM0889| PID    Reference Object                     Distance      Geod. Az  |
 OM0889|                                                           dddmmss.s |
 OM0889| CI9322 MILFORD AZ MK                                      1631230.6 |
 OM0889| CI9323 MILFORD RM 1                         22.763 METERS 20919     |
 OM0889| OM0896 LAKE MILLS MUNICIPAL TANK           APPROX. 6.1 KM 2200433.1 |
 OM0889| CI9324 MILFORD RM 2                         23.720 METERS 34212     |
 OM0889|---------------------------------------------------------------------|
 OM0889
 OM0889                          SUPERSEDED SURVEY CONTROL
 OM0889
 OM0889  NAD 83(1986)-  43 07 24.49465(N)    088 52 06.26682(W) AD(       ) 2
 OM0889  NAD 27      -  43 07 24.49690(N)    088 52 05.88270(W) AD(       ) 2
 OM0889
 OM0889.Superseded values are not recommended for survey control.
 OM0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0889.See file dsdata.txt to determine how the superseded data were derived.
 OM0889
 OM0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4801376221(NAD 83)
 OM0889_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0889
 OM0889  HISTORY     - Date     Condition        Report By
 OM0889  HISTORY     - 1957     MONUMENTED       CGS
 OM0889  HISTORY     - 1958     SEE DESCRIPTION  CGS
 OM0889  HISTORY     - 19950506 GOOD             USPSQD
 OM0889
 OM0889                          STATION DESCRIPTION
 OM0889
 OM0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 OM0889'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF LAKE MILLS,
 OM0889'ABOUT 2 MILES NORTH OF MILFORD AND ON THE WEST SIDE OF A
 OM0889'GRAVELED ROAD IN A SMALL WOODED AREA OWNED BY MR. EDGAR
 OM0889'KRUEGER.  IT IS 75 FEET WEST OF THE CENTERLINE OF THE GRAVELED
 OM0889'ROAD, 19 FEET SOUTHWEST OF A 12 INCH TWIN TRUNK ELM TREE WITH
 OM0889'A TRIANGULAR BLAZE ON THE SOUTHWEST SIDE, 15 FEET SOUTH OF
 OM0889'AN 8 INCH HICKORY TREE WITH A TRIANGULAR BLAZE ON THE SOUTH
 OM0889'SIDE AND 6 FEET SOUTH OF A WHITE WITNESS POST.  THE MONUMENT
 OM0889'PROJECTS 4 INCHES AND THE DISK IS STAMPED MILFORD 1957.
 OM0889'
 OM0889'TO REACH THE STATION FROM THE CONCRETE BRIDGE IN MILFORD,
 OM0889'GO NORTHEAST FOR 0.3 TO THE JUNCTION OF COUNTY HIGHWAY Q
 OM0889'TO THE LEFT.  TURN LEFT ON HIGHWAY Q AND GO NORTH FOR 1.05
 OM0889'MILES TO A PAVED CROSSROAD.  TURN LEFT ON THE PAVED ROAD AND
 OM0889'GO WEST FOR 1.05 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 OM0889'CONTINUE WEST ON THE PAVED ROAD FOR 0.15 MILE TO THE POINT
 OM0889'WHERE THE ROAD TURNS A SHARP RIGHT AND GOES NORTH.  TURN
 OM0889'RIGHT AND AND GO NORTH ON THE PAVED ROAD FOR 0.25 MILE TO THE
 OM0889'END OF THE PAVEMENT.  CONTINUE NORTH ON A GRAVELED ROAD FOR 0.2
 OM0889'MILE TO THE TOP OF A SMALL RISE AND THE STATION ON THE LEFT
 OM0889'AS DESCRIBED.
 OM0889'
 OM0889'REFERENCE MARK 1 IS 83 FEET SOUTHWEST OF THE WHITE WITNESS
 OM0889'POST AND 18 FEET WEST OF A 9 INCH ELM TREE.  THE MONUMENT
 OM0889'PROJECTS 4 INCHES AND THE DISK IS STAMPED MILFORD NO 1 1957.
 OM0889'
 OM0889'REFERENCE MARK 2 IS 72 FEET NORTHWEST OF THE WHITE WITNESS
 OM0889'POST AND 15 FEET EAST OF A 14 INCH MAPLE TREE.  THE MONUMENT
 OM0889'PROJECTS 2 INCHES AND THE DISK IS STAMPED MILFORD NO 2 1957.
 OM0889'
 OM0889'THE AZIMUTH MARK IS 42 FEET WEST OF A POWER LINE POLE, 19
 OM0889'FEET NORTH OF THE CENTERLINE OF THE PAVED ROAD, 1 FOOT EAST
 OM0889'OF A WHITE WITNESS POST AND AT THE SOUTH EDGE OF A CULTIVATED
 OM0889'FIELD.
 OM0889'
 OM0889'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 OM0889
 OM0889                          STATION RECOVERY (1958)
 OM0889
 OM0889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM0889'THE STATION AND ALL MARKS WERE FOUND IN GOOD CONDITION AND
 OM0889'AS DESCRIBED IN THE 1957 DESCRIPTION.  THE TO REACH IS
 OM0889'ADEQUATE.  THE DISTANCE TO ALL MARKS CHECKED BUT THE DIRECTION
 OM0889'TO REFERENCE MARK 2 DID NOT CHECK BY 1 MINUTE AND 54 SECONDS.
 OM0889'THE DIRECTION TO THE AZIMUTH MARK DID NOT CHECK BY 7 SECONDS.
 OM0889'
 OM0889'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 OM0889
 OM0889                          STATION RECOVERY (1995)
 OM0889
 OM0889'RECOVERY NOTE BY US POWER SQUADRON 1995
 OM0889'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4916 ***********************************************************************
 DG4916  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4916  DESIGNATION -  MILFORD N GPS
 DG4916  PID         -  DG4916
 DG4916  STATE/COUNTY-  WI/JEFFERSON
 DG4916  USGS QUAD   -  RICHWOOD (1971)
 DG4916
 DG4916                         *CURRENT SURVEY CONTROL
 DG4916  ___________________________________________________________________
 DG4916* NAD 83(1997)-  43 09 02.14857(N)    088 49 40.45343(W)     ADJUSTED  
 DG4916* NAVD 88     -       252.71   (meters)     829.1    (feet)  GPS OBS   
 DG4916  ___________________________________________________________________
 DG4916  X           -      95,336.725 (meters)                     COMP
 DG4916  Y           -  -4,659,711.084 (meters)                     COMP
 DG4916  Z           -   4,339,871.812 (meters)                     COMP
 DG4916  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 DG4916  ELLIP HEIGHT-         218.15  (meters)          (04/02/04) GPS OBS
 DG4916  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 DG4916
 DG4916  HORZ ORDER  -  FIRST
 DG4916  ELLP ORDER  -  FOURTH    CLASS I
 DG4916
 DG4916.The horizontal coordinates were established by GPS observations
 DG4916.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4916
 DG4916.The orthometric height was determined by GPS observations and a
 DG4916.high-resolution geoid model using precise GPS observation and
 DG4916.processing techniques.
 DG4916
 DG4916.Photographs are available for this station.
 DG4916
 DG4916.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4916
 DG4916.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4916
 DG4916.The ellipsoidal height was determined by GPS observations
 DG4916.and is referenced to NAD 83.
 DG4916
 DG4916.The geoid height was determined by GEOID03.
 DG4916
 DG4916;                    North         East     Units Scale Factor Converg.
 DG4916;SPC WI S     -   128,490.104   695,331.457   MT  0.99994207   +0 48 19.3
 DG4916;SPC WI S     -   421,554.62  2,281,266.62   sFT  0.99994207   +0 48 19.3
 DG4916;UTM  16      - 4,779,160.267   351,373.293   MT  0.99987174   -1 15 01.3
 DG4916
 DG4916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4916!SPC WI S     -   0.99996579  x   0.99994207  =   0.99990786
 DG4916!UTM  16      -   0.99996579  x   0.99987174  =   0.99983754
 DG4916
 DG4916                          SUPERSEDED SURVEY CONTROL
 DG4916
 DG4916.No superseded survey control is available for this station.
 DG4916
 DG4916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN5137379160(NAD 83)
 DG4916_MARKER: DD = SURVEY DISK
 DG4916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4916_STAMPING: MILFORD N GPS 1992
 DG4916_MARK LOGO: WI-055
 DG4916_PROJECTION: FLUSH
 DG4916_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4916+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4916
 DG4916  HISTORY     - Date     Condition        Report By
 DG4916  HISTORY     - 1992     MONUMENTED       WI-055
 DG4916  HISTORY     - 2001     GOOD             WIDT
 DG4916
 DG4916                          STATION DESCRIPTION
 DG4916
 DG4916'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4916'THE STATION IS LOCATED ABOUT 45 KM NORTHEAST OF MADISON, 20 KM
 DG4916'EAST-SOUTHEAST OF WATERLOO AND 11 KM SOUTHWEST OF WATERTOWN.
 DG4916'OWNERSHIP--TOWNSHIP OF MILFORD.  TO REACH THE STATION FROM THE
 DG4916'JUNCTION OF STATE HIGHWAY 19 WITH STATE HIGHWAY 26 AT THE INTERSECTION
 DG4916'OF MAIN STREET AND CHURCH STREET IN THE CITY OF WATERTOWN, GO WEST ON
 DG4916'STATE HIGHWAY 19 (MAIN STREET) FOR 9.4 KM TO COUNTY HIGHWAY Q, TURN
 DG4916'LEFT AND GO SOUTH ON COUNTY HIGHWAY Q FOR 5.0 KM TO NAVAN ROAD, TURN
 DG4916'LEFT AND GO EAST ON NAVAN ROAD FOR 1.2 KM TO WEST ROAD, TURN RIGHT AND
 DG4916'GO SOUTH ON WEST ROAD FOR 0.3 KM TO THE STATION ON THE LEFT.  THE
 DG4916'STATION IS A BRONZE JEFFERSON COUNTY GEODETIC CONTROL MARKER DISK SET
 DG4916'IN THE TOP OF A 30-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8 M
 DG4916'AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 9.3 M EAST OF
 DG4916'THE CENTERLINE OF WEST ROAD, 109 M NORTH OF CENTERLINE OF FIELD
 DG4916'ENTRANCE, 44.1 M SOUTH OF A METAL POST FOR A --STOP AHEAD-- SIGN, AND
 DG4916'1.0 M WEST OF A BARBED WIRE FENCE.  ---NOTE---THE STATION IS 1.0 M
 DG4916'NORTH AND SOUTH OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DG4916'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DG4916'THAN 15 DEGREES ABOVE THE HORIZON.
 DG4916' 
 DG4916'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL1606 ***********************************************************************
 RL1606  DESIGNATION -  MILITARY HILL LOT 1940
 RL1606  PID         -  RL1606
 RL1606  STATE/COUNTY-  WI/VILAS
 RL1606  USGS QUAD   -  PHELPS (1981)
 RL1606
 RL1606                         *CURRENT SURVEY CONTROL
 RL1606  ___________________________________________________________________
 RL1606* NAD 83(1991)-  46 04 00.12570(N)    089 04 40.59290(W)     ADJUSTED  
 RL1606* NAVD 88     -       564.     (meters)    1850.     (feet)  SCALED    
 RL1606  ___________________________________________________________________
 RL1606  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 RL1606  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 RL1606
 RL1606  HORZ ORDER  -  SECOND
 RL1606
 RL1606.The horizontal coordinates were established by classical geodetic methods
 RL1606.and adjusted by the National Geodetic Survey in November 1991..
 RL1606
 RL1606.The orthometric height was scaled from a topographic map.
 RL1606
 RL1606.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1606
 RL1606.The geoid height was determined by GEOID03.
 RL1606
 RL1606;                    North         East     Units Scale Factor Converg.
 RL1606;SPC WI N     -   100,447.535   671,334.352   MT  0.99994690   +0 39 54.5
 RL1606;SPC WI N     -   329,551.62  2,202,536.12   sFT  0.99994690   +0 39 54.5
 RL1606;SPC MI N     -   144,745.526 7,839,262.114   MT  0.99991008   -1 30 06.9
 RL1606;SPC MI N     -   474,886.90 25,719,363.89   iFT  0.99991008   -1 30 06.9
 RL1606;UTM  16      - 5,103,557.607   339,294.820   MT  0.99991749   -1 29 48.3
 RL1606
 RL1606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1606!SPC WI N     -   0.99991654  x   0.99994690  =   0.99986344
 RL1606!SPC MI N     -   0.99991654  x   0.99991008  =   0.99982663
 RL1606!UTM  16      -   0.99991654  x   0.99991749  =   0.99983404
 RL1606
 RL1606                          SUPERSEDED SURVEY CONTROL
 RL1606
 RL1606  NAD 83(1986)-  46 04 00.12221(N)    089 04 40.58871(W) AD(       ) 2
 RL1606  NAD 27      -  46 04 00.29000(N)    089 04 40.11000(W) AD(       ) 2
 RL1606
 RL1606.Superseded values are not recommended for survey control.
 RL1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1606.See file dsdata.txt to determine how the superseded data were derived.
 RL1606
 RL1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS3929503558(NAD 83)
 RL1606_MARKER: 57 = LOOKOUT TOWER
 RL1606
 RL1606  HISTORY     - Date     Condition        Report By
 RL1606  HISTORY     - 1954     FIRST OBSERVED   CGS
 RL1606  HISTORY     - 19970628 GOOD             USPSQD
 RL1606  HISTORY     - 20020618 GOOD             USPSQD
 RL1606
 RL1606                          STATION DESCRIPTION
 RL1606
 RL1606'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 RL1606'THE STATION IS LOCATED ABOUT 1/2 MILE NORTHEAST OF PHELPS
 RL1606'ON MILITARY HILL.  THE TOWER IS OF STEEL STRUCTURE, FOUR
 RL1606'LEGGED AND ABOUT 125 FEET TALL WITH A METAL LOOKOUT CAGE
 RL1606'ON TOP.  A TRAVERSE CONNECTION WAS MADE FROM STATION PHELPS
 RL1606'1940 TO THE CENTER OF THE LOOKOUT TOWER AND THE DISTANCE
 RL1606'IS 11.607 METERS (38.08 FEET) NORTHEAST.
 RL1606'
 RL1606'TO REACH THE STATION FROM THE POST-OFFICE IN PHELPS GO NORTH AND
 RL1606'EAST ON STATE HIGHWAY NO. 17 FOR 0.55 MILE TO A SIDE ROAD LEFT
 RL1606'AND SIGN MILITARY HILL TOWER, TURN LEFT AND GO UPHILL FOR 0.2
 RL1606'MILE TO STATION ON RIGHT.
 RL1606'
 RL1606'PROBABLY THE SAME STATION AS PHELPS LOOKOUT TOWER, 1940.
 RL1606
 RL1606                          STATION RECOVERY (1997)
 RL1606
 RL1606'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL1606'RECOVERED IN GOOD CONDITION.
 RL1606
 RL1606                          STATION RECOVERY (2002)
 RL1606
 RL1606'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL1606'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0560 ***********************************************************************
 OM0560  DESIGNATION -  MILK USLS
 OM0560  PID         -  OM0560
 OM0560  STATE/COUNTY-  WI/FOND DU LAC
 OM0560  USGS QUAD   -  FOND DU LAC (1992)
 OM0560
 OM0560                         *CURRENT SURVEY CONTROL
 OM0560  ___________________________________________________________________
 OM0560* NAD 83(1986)-  43 47 30.     (N)    088 26 24.     (W)     SCALED    
 OM0560* NAVD 88     -       228.874  (meters)     750.90   (feet)  ADJUSTED  
 OM0560  ___________________________________________________________________
 OM0560  GEOID HEIGHT-         -35.75  (meters)                     GEOID03
 OM0560  DYNAMIC HT  -         228.827 (meters)     750.74  (feet)  COMP
 OM0560  MODELED GRAV-     980,409.4   (mgal)                       NAVD 88
 OM0560
 OM0560  VERT ORDER  -  FIRST     CLASS 0
 OM0560
 OM0560.The horizontal coordinates were scaled from a topographic map and have
 OM0560.an estimated accuracy of +/- 6 seconds.
 OM0560
 OM0560.The orthometric height was determined by differential leveling
 OM0560.and adjusted by the National Geodetic Survey in June 1991..
 OM0560
 OM0560.The geoid height was determined by GEOID03.
 OM0560
 OM0560.The dynamic height is computed by dividing the NAVD 88
 OM0560.geopotential number by the normal gravity value computed on the
 OM0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0560.degrees latitude (g = 980.6199 gals.).
 OM0560
 OM0560.The modeled gravity was interpolated from observed gravity values.
 OM0560
 OM0560;                    North         East    Units  Estimated Accuracy
 OM0560;SPC WI S     -   200,210.      725,550.      MT  (+/- 180 meters Scaled)
 OM0560
 OM0560                          SUPERSEDED SURVEY CONTROL
 OM0560
 OM0560.No superseded survey control is available for this station.
 OM0560
 OM0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP841497(NAD 83)
 OM0560_MARKER: I = METAL ROD
 OM0560_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OM0560_SP_SET: COPPER-CLAD STEEL ROD
 OM0560_PROJECTION: RECESSED 3 CENTIMETERS
 OM0560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0560_ROD/PIPE-DEPTH: 4.27 meters
 OM0560
 OM0560  HISTORY     - Date     Condition        Report By
 OM0560  HISTORY     - 1962     MONUMENTED       USLS
 OM0560  HISTORY     - 1974     GOOD             NOS
 OM0560  HISTORY     - 20030722 MARK NOT FOUND   USPSQD
 OM0560
 OM0560                          STATION DESCRIPTION
 OM0560
 OM0560'DESCRIBED BY NATIONAL OCEAN SERVICE 1974
 OM0560'IN FOND DU LAC.
 OM0560'IN FOND DU LAC, FOND DU LAC COUNTY, WISCONSIN, 1.11 MILES SOUTHWEST
 OM0560'ALONG U.S. HIGHWAY 151 (WINNEBAGO DRIVE) FROM THE BRIDGE AT LUCO
 OM0560'CREEK TO THE NORTHWEST CORNER OF THE INTERSECTION OF WINNEBAGO DRIVE
 OM0560'AND NORTH PARK AVENUE, NEAR THE SOUTHEAST CORNER OF A SINGLE STORY
 OM0560'BRICK BUILDING AT 500 NORTH PARK AVENUE OCCUPIED BY THE PURE MILK
 OM0560'PRODUCTS COOPERATIVE, IN LINE WITH THE SOUTH FACE OF THE BUILDING,
 OM0560'35.9 FT. SOUTH OF SOUTH EDGE OF FRONT ENTRANCE SIDEWALK, 4.0 FT. EAST
 OM0560'OF SOUTHEAST CORNER OF BUILDING, 1/2 FT. BELOW THE GROUND SURFACE,
 OM0560'A 5/8 INCH DIAMETER COPPER COATED STEEL ROD, 14 FT. LONG.
 OM0560
 OM0560                          STATION RECOVERY (2003)
 OM0560
 OM0560'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0560'NOT FOUND.  NOTE-- THE BUILDING HAS BEEN EXPANDED TO THE SOUTH AND
 OM0560'SOUTHEAST PROBABLY COVERING OR REMOVING THE STATION.  THE PROPERTY IS
 OM0560'NOW -THE ARC OF FOND DU LAC-.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0093 ***********************************************************************
 QM0093  DESIGNATION -  MILL
 QM0093  PID         -  QM0093
 QM0093  STATE/COUNTY-  WI/OCONTO
 QM0093  USGS QUAD   -  TOWNSEND (1972)
 QM0093
 QM0093                         *CURRENT SURVEY CONTROL
 QM0093  ___________________________________________________________________
 QM0093* NAD 83(1991)-  45 18 07.92094(N)    088 32 30.86769(W)     ADJUSTED  
 QM0093* NAVD 88     -       384.652  (meters)    1261.98   (feet)  ADJUSTED  
 QM0093  ___________________________________________________________________
 QM0093  LAPLACE CORR-          -4.18  (seconds)                    DEFLEC99
 QM0093  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 QM0093  DYNAMIC HT  -         384.610 (meters)    1261.84  (feet)  COMP
 QM0093  MODELED GRAV-     980,494.7   (mgal)                       NAVD 88
 QM0093
 QM0093  HORZ ORDER  -  FIRST
 QM0093  VERT ORDER  -  FIRST     CLASS II
 QM0093
 QM0093.The horizontal coordinates were established by classical geodetic methods
 QM0093.and adjusted by the National Geodetic Survey in November 1991..
 QM0093
 QM0093.The orthometric height was determined by differential leveling
 QM0093.and adjusted by the National Geodetic Survey in June 1991..
 QM0093
 QM0093.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0093
 QM0093.The geoid height was determined by GEOID03.
 QM0093
 QM0093.The dynamic height is computed by dividing the NAVD 88
 QM0093.geopotential number by the normal gravity value computed on the
 QM0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0093.degrees latitude (g = 980.6199 gals.).
 QM0093
 QM0093.The modeled gravity was interpolated from observed gravity values.
 QM0093
 QM0093;                    North         East     Units Scale Factor Converg.
 QM0093;SPC WI C     -   164,249.150   714,350.251   MT  0.99996833   +1 01 43.7
 QM0093;SPC WI C     -   538,874.09  2,343,664.12   sFT  0.99996833   +1 01 43.7
 QM0093;SPC WI N     -    16,113.603   714,360.284   MT  1.00005850   +1 03 06.6
 QM0093;SPC WI N     -    52,866.05  2,343,697.03   sFT  1.00005850   +1 03 06.6
 QM0093;UTM  16      - 5,017,678.276   379,114.741   MT  0.99977968   -1 05 46.2
 QM0093
 QM0093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0093!SPC WI C     -   0.99994522  x   0.99996833  =   0.99991356
 QM0093!SPC WI N     -   0.99994522  x   1.00005850  =   1.00000372
 QM0093!UTM  16      -   0.99994522  x   0.99977968  =   0.99972492
 QM0093
 QM0093:                Primary Azimuth Mark                     Grid Az
 QM0093:SPC WI C     -  MIDWAY                                   087 29 31.8
 QM0093:SPC WI N     -  MIDWAY                                   087 28 08.9
 QM0093:UTM  16      -  MIDWAY                                   089 37 01.7
 QM0093
 QM0093|---------------------------------------------------------------------|
 QM0093| PID    Reference Object                     Distance      Geod. Az  |
 QM0093|                                                           dddmmss.s |
 QM0093| QM0094 MIDWAY                              APPROX. 0.9 KM 0883115.5 |
 QM0093|---------------------------------------------------------------------|
 QM0093
 QM0093                          SUPERSEDED SURVEY CONTROL
 QM0093
 QM0093  NAD 83(1986)-  45 18 07.92519(N)    088 32 30.88304(W) AD(       ) 1
 QM0093  NAD 27      -  45 18 08.03700(N)    088 32 30.50200(W) AD(       ) 1
 QM0093  NGVD 29 (??/??/92)  384.651  (m)         1261.98   (f) ADJ UNCH    1 2
 QM0093
 QM0093.Superseded values are not recommended for survey control.
 QM0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0093.See file dsdata.txt to determine how the superseded data were derived.
 QM0093
 QM0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR7911517678(NAD 83)
 QM0093_MARKER: DS = TRIANGULATION STATION DISK
 QM0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0093
 QM0093  HISTORY     - Date     Condition        Report By
 QM0093  HISTORY     - 1921     MONUMENTED       CGS
 QM0093  HISTORY     - 1922     GOOD             NGS
 QM0093  HISTORY     - 1934     GOOD             NGS
 QM0093  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0093
 QM0093                          STATION DESCRIPTION
 QM0093
 QM0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0093'STATION IS ABOUT 1 MILE N OF LAKEWOOD, 125 METERS SE OF STATION
 QM0093'ONE MILE SIGNBOARD, 50 METERS S OF RAILROAD CULVERT N82, 33.915
 QM0093'METERS W OF THE W RAIL OF THE CHICAGO AND NORTHWESTERN RAILWAY
 QM0093'AT THE POINT OF INTERSECTION OF THE W RAIL EXTENDED FROM THE
 QM0093'N AND S, FIRST CURVE N OF LAKEWOOD.
 QM0093'
 QM0093'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 QM0093'DISKS SET IN CONCRETE.
 QM0093'
 QM0093'REFERENCE MARK IS ON THE W SIDE OF TRACK, 0.2 METER W OF THE
 QM0093'PROPERTY LINE FENCE.
 QM0093
 QM0093                          STATION RECOVERY (1922)
 QM0093
 QM0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 QM0093'1.0 MI N FROM LAKEWOOD.
 QM0093'ABOUT 1 MILE NORTH OF LAKEWOOD, 125 METERS SOUTHEAST OF LAKEWOOD
 QM0093'ONE MILE SIGN BOARD, 50 METERS SOUTH OF RAILROAD CULVERT N82,
 QM0093'33.915 METERS WEST OF THE WEST RAIL OF THE C. AND N.W. RY. AT THE
 QM0093'POINT OF INTERSECTION OF THE WEST RAIL EXTENDED FROM THE NORTH
 QM0093'AND SOUTH, FIRST CURVE NORTH OF LAKEWOOD.
 QM0093
 QM0093                          STATION RECOVERY (1934)
 QM0093
 QM0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QM0093'RECOVERED IN GOOD CONDITION.
 QM0093
 QM0093                          STATION RECOVERY (1985)
 QM0093
 QM0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5706 ***********************************************************************
 DH5706  DESIGNATION -  MILL RACE S GPS
 DH5706  PID         -  DH5706
 DH5706  STATE/COUNTY-  WI/MARQUETTE
 DH5706  USGS QUAD   -  PRINCETON WEST (1984)
 DH5706
 DH5706                         *CURRENT SURVEY CONTROL
 DH5706  ___________________________________________________________________
 DH5706* NAD 83(1997)-  43 49 49.47972(N)    089 12 04.55916(W)     ADJUSTED  
 DH5706* NAVD 88     -                                                        
 DH5706  ___________________________________________________________________
 DH5706  X           -      64,245.582 (meters)                     COMP
 DH5706  Y           -  -4,608,247.860 (meters)                     COMP
 DH5706  Z           -   4,394,661.513 (meters)                     COMP
 DH5706  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 DH5706  ELLIP HEIGHT-         207.74  (meters)          (08/01/05) GPS OBS
 DH5706  GEOID HEIGHT-         -36.03  (meters)                     GEOID03
 DH5706
 DH5706  HORZ ORDER  -  FIRST
 DH5706  ELLP ORDER  -  SECOND    CLASS I
 DH5706
 DH5706.The horizontal coordinates were established by GPS observations
 DH5706.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5706
 DH5706
 DH5706.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5706
 DH5706.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5706
 DH5706.The ellipsoidal height was determined by GPS observations
 DH5706.and is referenced to NAD 83.
 DH5706
 DH5706.The geoid height was determined by GEOID03.
 DH5706
 DH5706;                    North         East     Units Scale Factor Converg.
 DH5706;SPC WI S     -   203,652.139   664,242.058   MT  0.99996057   +0 32 55.7
 DH5706;SPC WI S     -   668,148.73  2,179,267.49   sFT  0.99996057   +0 32 55.7
 DH5706;UTM  16      - 4,855,392.355   323,011.655   MT  0.99998530   -1 31 29.4
 DH5706
 DH5706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5706!SPC WI S     -   0.99996743  x   0.99996057  =   0.99992800
 DH5706!UTM  16      -   0.99996743  x   0.99998530  =   0.99995273
 DH5706
 DH5706                          SUPERSEDED SURVEY CONTROL
 DH5706
 DH5706.No superseded survey control is available for this station.
 DH5706
 DH5706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP2301255392(NAD 83)
 DH5706_MARKER: DD = SURVEY DISK
 DH5706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5706_STAMPING: MILL RACE S GPS 2004
 DH5706_MARK LOGO: WIDT  
 DH5706_PROJECTION: FLUSH
 DH5706_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5706_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5706+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH5706
 DH5706  HISTORY     - Date     Condition        Report By
 DH5706  HISTORY     - 20040630 MONUMENTED       WIDT
 DH5706  HISTORY     - 20051228 GOOD             WIDT
 DH5706
 DH5706                          STATION DESCRIPTION
 DH5706
 DH5706'DESCRIBED BY WI DEPT OF TRANSP 2004 (BLT)
 DH5706'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH5706'STATION FROM THE  JUNCTION OF STATE HIGHWAY 23 WITH COUNTY HIGHWAY C
 DH5706'ABOUT 4 MI SOUTHWEST OF THE CITY OF  PRINCETON, GO WEST ON STATE
 DH5706'HIGHWAY 23 FOR 0.3 MI TO THE ENTRANCE TO MECAN RIVER  OUTFITTERS ON
 DH5706'THE RIGHT, CONTINUE WEST ON STATE HIGHWAY 23 FOR 0.1 MI TO THE STATION
 DH5706'ON  THE RIGHT.  THE STATION IS 15.1 M NORTH OF THE CENTERLINE OF STATE
 DH5706'HIGHWAY 23, 1.0 M NORTH  OF AN ORANGE 4X4 PLASTIC WITNESS POST, 1.0 M
 DH5706'SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS  POST, AND 1.0 M SOUTHEAST
 DH5706'OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION  HAS NO
 DH5706'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH5706'HORIZON.
 DH5706
 DH5706                          STATION RECOVERY (2005)
 DH5706
 DH5706'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5706'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1190 ***********************************************************************
 PN1190  DESIGNATION -  MILLADORE
 PN1190  PID         -  PN1190
 PN1190  STATE/COUNTY-  WI/WOOD
 PN1190  USGS QUAD   -  JUNCTION CITY (1970)
 PN1190
 PN1190                         *CURRENT SURVEY CONTROL
 PN1190  ___________________________________________________________________
 PN1190* NAD 83(1991)-  44 36 40.36944(N)    089 51 18.92274(W)     ADJUSTED  
 PN1190* NAVD 88     -       371.18   (+/-2cm)    1217.8    (feet)  VERTCON   
 PN1190  ___________________________________________________________________
 PN1190  LAPLACE CORR-          -7.63  (seconds)                    DEFLEC99
 PN1190  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 PN1190
 PN1190  HORZ ORDER  -  FIRST
 PN1190  VERT ORDER  -  THIRD ? (See Below)
 PN1190
 PN1190.The horizontal coordinates were established by classical geodetic methods
 PN1190.and adjusted by the National Geodetic Survey in November 1991..
 PN1190
 PN1190.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1190.The vertical order pertains to the NGVD 29 superseded value.
 PN1190
 PN1190.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1190
 PN1190.The geoid height was determined by GEOID03.
 PN1190
 PN1190;                    North         East     Units Scale Factor Converg.
 PN1190;SPC WI C     -    86,446.769   611,488.932   MT  0.99995134   +0 06 07.7
 PN1190;SPC WI C     -   283,617.44  2,006,193.27   sFT  0.99995134   +0 06 07.7
 PN1190;UTM  16      - 4,943,728.790   273,444.066   MT  1.00023124   -2 00 21.9
 PN1190
 PN1190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1190!SPC WI C     -   0.99994728  x   0.99995134  =   0.99989862
 PN1190!UTM  16      -   0.99994728  x   1.00023124  =   1.00017850
 PN1190
 PN1190:                Primary Azimuth Mark                     Grid Az
 PN1190:SPC WI C     -  MILLADORE AZ MK                          359 55 47.6
 PN1190:UTM  16      -  MILLADORE AZ MK                          002 02 17.2
 PN1190
 PN1190|---------------------------------------------------------------------|
 PN1190| PID    Reference Object                     Distance      Geod. Az  |
 PN1190|                                                           dddmmss.s |
 PN1190| PN1189 MILLADORE AZ MK                     APPROX. 0.7 KM 0000155.3 |
 PN1190| CJ5747 MILLADORE RM 1                       35.717 METERS 00012     |
 PN1190| PN1188 JUNCTION CITY MUN TANK              APPROX. 7.8 KM 1053830.3 |
 PN1190| CJ5748 MILLADORE RM 2                       45.043 METERS 27015     |
 PN1190| PO0519 AUBURNDALE RAD STA WLBL             APPROX.14.5 KM 2710149.0 |
 PN1190|---------------------------------------------------------------------|
 PN1190
 PN1190                          SUPERSEDED SURVEY CONTROL
 PN1190
 PN1190  NAD 83(1986)-  44 36 40.36729(N)    089 51 18.92952(W) AD(       ) 1
 PN1190  NAD 27      -  44 36 40.49570(N)    089 51 18.48333(W) AD(       ) 1
 PN1190  NGVD 29 (07/19/86)  371.19   (m)         1217.8    (f) LEVELING    3  
 PN1190
 PN1190.Superseded values are not recommended for survey control.
 PN1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1190.See file dsdata.txt to determine how the superseded data were derived.
 PN1190
 PN1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7344443729(NAD 83)
 PN1190_MARKER: DH = HORIZONTAL CONTROL DISK
 PN1190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1190_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PN1190_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PN1190
 PN1190  HISTORY     - Date     Condition        Report By
 PN1190  HISTORY     - 1980     MONUMENTED       NGS
 PN1190  HISTORY     - 20050924 GOOD             USPSQD
 PN1190
 PN1190                          STATION DESCRIPTION
 PN1190
 PN1190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (EDW)
 PN1190'THE STATION IS LOCATED ABOUT 1/2 MILE NORTH OF MILLADORE, AT THE
 PN1190'TOWN CEMETERY, AND ON ROAD RIGHT-OF-WAY.
 PN1190'OWNERSHIP--THE STATE OF WISCONSIN.
 PN1190'
 PN1190'TO REACH THE STATION FROM THE POST OFFICE IN MILLADORE, GO NORTH
 PN1190'ON WEST STREET FOR 0.45 MILE TO THE SOUTHEAST CORNER OF THE
 PN1190'CEMETERY ON THE LEFT AND THE STATION AS DESCRIBED.
 PN1190'
 PN1190'THE STATION IS A STANDARD NGS DISK
 PN1190'STAMPED---MILLADORE 1980---,
 PN1190'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN1190'FLUSH WITH GROUND.  IT IS LOCATED
 PN1190'6.217 METERS (20.4 FT) WEST FROM THE CENTER OF WEST STREET,
 PN1190'2.980 METERS (9.8 FT) EAST FROM THE SOUTHEAST CORNER POST OF THE
 PN1190'CEMETERY FENCE AND
 PN1190'39.320 METERS (129.0 FT) SOUTH FROM THE MAIN CEMETERY ENTRANCE.
 PN1190'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 PN1190'STAMPED---MILLADORE 1980---,
 PN1190'SET INTO AN IRREGULAR MASS OF CONCRETE 1.4 METERS BELOW THE SURFACE.
 PN1190'
 PN1190'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 PN1190'STAMPED---MILLADORE NO 1 1980---,
 PN1190'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN1190'FLUSH WITH GROUND.  IT IS LOCATED
 PN1190'36.240 METERS (118.9 FT) NORTH FROM THE SOUTHEAST CORNER POST OF
 PN1190'THE CEMETERY FENCE,
 PN1190'5.940 METERS (19.5 FT) WEST FROM THE CENTER OF WEST STREET AND
 PN1190'3.350 METERS (11.0 FT) SOUTH FROM THE CENTER OF THE MAIN CEMETERY
 PN1190'ENTRANCE.
 PN1190'MARK IS ABOVE STATION 0.60 METERS.
 PN1190'
 PN1190'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 PN1190'STAMPED---MILLADORE NO 2 1980---,
 PN1190'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN1190'FLUSH WITH GROUND.  IT IS LOCATED
 PN1190'44.895 METERS (147.3 FT) EAST FROM THE SOUTHWEST CORNER OF THE
 PN1190'SOUTH CEMETERY FENCE,
 PN1190'42.210 METERS (138.5 FT) WEST FROM THE SOUTHEAST CORNER POST OF
 PN1190'THE CEMETERY FENCE,
 PN1190'38.40 METERS (126.0 FT) SOUTH FROM THE CENTER OF THE CEMETERY
 PN1190'ROAD AND
 PN1190'0.43 METERS (1.5 FT) NORTH FROM THE CEMETERY FENCE.
 PN1190'MARK IS BELOW STATION 0.90 METERS.
 PN1190'
 PN1190'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 PN1190'STAMPED---MILLADORE 1980---,
 PN1190'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN1190'PROJECTING 9 CM ABOVE THE GROUND.  IT IS LOCATED
 PN1190'8.238 METERS (27.0 FT) WEST FROM THE CENTER OF WEST STREET,
 PN1190'4.270 METERS (14.0 FT) SOUTH FROM THE CENTER OF A DRIVEWAY AND
 PN1190'1.755 METERS (5.9 FT) WEST-NORTHWEST FROM A METAL WITNESS POST.
 PN1190'THE UNDERGROUND MARK IS A STANDARD NGS AZIMUTH MARK DISK
 PN1190'STAMPED---MILLADORE 1980---,
 PN1190'SET INTO AN IRREGULAR MASS OF CONCRETE 1.4 METERS BELOW THE
 PN1190'SURFACE.
 PN1190'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTH ON WEST
 PN1190'STREET FOR 0.40 MILE TO A DRIVEWAY AND SIGN (FN 10221) ON THE
 PN1190'LEFT AND THE MARK ON THE LEFT AS DESCRIBED.
 PN1190'
 PN1190'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 2.2 METERS.
 PN1190
 PN1190                          STATION RECOVERY (2005)
 PN1190
 PN1190'RECOVERY NOTE BY US POWER SQUADRON 2005 (DS)
 PN1190'CEMETERY IS CATHOLIC ST. STANISLAUS CEMETRY
 PN1190'AZIMUTH NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1189 ***********************************************************************
 PN1189  DESIGNATION -  MILLADORE AZ MK
 PN1189  PID         -  PN1189
 PN1189  STATE/COUNTY-  WI/WOOD
 PN1189  USGS QUAD   -  JUNCTION CITY (1970)
 PN1189
 PN1189                         *CURRENT SURVEY CONTROL
 PN1189  ___________________________________________________________________
 PN1189* NAD 83(1991)-  44 37 02.28844(N)    089 51 18.90559(W)     ADJUSTED  
 PN1189* NAVD 88     -       365.0    (meters)    1198.     (feet)  VERTCON   
 PN1189  ___________________________________________________________________
 PN1189  LAPLACE CORR-          -7.61  (seconds)                    DEFLEC99
 PN1189  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 PN1189
 PN1189  HORZ ORDER  -  SECOND
 PN1189
 PN1189.The horizontal coordinates were established by classical geodetic methods
 PN1189.and adjusted by the National Geodetic Survey in November 1991..
 PN1189
 PN1189.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1189
 PN1189.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1189
 PN1189.The geoid height was determined by GEOID03.
 PN1189
 PN1189;                    North         East     Units Scale Factor Converg.
 PN1189;SPC WI C     -    87,123.327   611,488.104   MT  0.99995086   +0 06 07.7
 PN1189;SPC WI C     -   285,837.12  2,006,190.55   sFT  0.99995086   +0 06 07.7
 PN1189;UTM  16      - 4,944,405.110   273,468.135   MT  1.00023110   -2 00 22.6
 PN1189
 PN1189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1189!SPC WI C     -   0.99994825  x   0.99995086  =   0.99989911
 PN1189!UTM  16      -   0.99994825  x   1.00023110  =   1.00017933
 PN1189
 PN1189                          SUPERSEDED SURVEY CONTROL
 PN1189
 PN1189  NAD 83(1986)-  44 37 02.28628(N)    089 51 18.91236(W) AD(       ) 2
 PN1189  NAD 27      -  44 37 02.41477(N)    089 51 18.46525(W) AD(       ) 2
 PN1189  NGVD 29 (07/19/86)  365.0    (m)         1198.     (f) VERT ANG       
 PN1189
 PN1189.Superseded values are not recommended for survey control.
 PN1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1189.See file dsdata.txt to determine how the superseded data were derived.
 PN1189
 PN1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7346844405(NAD 83)
 PN1189_MARKER: DZ = AZIMUTH MARK DISK
 PN1189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN1189_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PN1189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1189+STABILITY: SURFACE MOTION
 PN1189
 PN1189  HISTORY     - Date     Condition        Report By
 PN1189  HISTORY     - 1980     MONUMENTED       NGS
 PN1189  HISTORY     - 20050924 MARK NOT FOUND   USPSQD
 PN1189
 PN1189                          STATION DESCRIPTION
 PN1189
 PN1189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (EDW)
 PN1189'THE STATION IS LOCATED 1 MILE NORTH OF MILLADORE AND ON ROAD
 PN1189'RIGHT-OF-WAY.
 PN1189'OWNERSHIP--THE STATE OF WISCONSIN.
 PN1189'
 PN1189'TO REACH THE STATION FROM THE POST OFFICE IN MILLADORE, GO NORTH
 PN1189'ON WEST STREET FOR 0.45 MILE TO A CEMETERY AND TRIANGULATION
 PN1189'STATION MILLADORE ON THE LEFT.  CONTINUE NORTH ON THE ROAD
 PN1189'FOR 0.40 MILE TO A DRIVEWAY AND SIGN (FN 10221) ON THE LEFT AND
 PN1189'THE STATION ON THE LEFT AS DESCRIBED.
 PN1189'
 PN1189'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 PN1189'STAMPED---MILLADORE 1980---,
 PN1189'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN1189'PROJECTING 9 CM ABOVE THE GROUND.  IT IS LOCATED
 PN1189'8.238 METERS (27.0 FT) WEST FROM THE CENTER OF THE ROAD,
 PN1189'4.270 METERS (14.0 FT) SOUTH FROM THE CENTER OF A DRIVEWAY AND
 PN1189'1.755 METERS (5.9 FT) WEST-NORTHWEST FROM A METAL WITNESS POST.
 PN1189'THE UNDERGROUND MARK IS A STANDARD NGS AZIMUTH MARK DISK
 PN1189'STAMPED---MILLADORE 1980---,
 PN1189'SET INTO AN IRREGULAR MASS OF CONCRETE 1.4 METERS BELOW THE
 PN1189'SURFACE.
 PN1189'
 PN1189'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE NO REFERENCE
 PN1189'MARKS WERE ESTABLISHED FOR THIS STATION.
 PN1189'
 PN1189'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 PN1189'
 PN1189'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 PN1189'MILLADORE, USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 PN1189
 PN1189                          STATION RECOVERY (2005)
 PN1189
 PN1189'RECOVERY NOTE BY US POWER SQUADRON 2005 (DS)
 PN1189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1208 ***********************************************************************
 NH1208  DESIGNATION -  MILLARD
 NH1208  PID         -  NH1208
 NH1208  STATE/COUNTY-  WI/WALWORTH
 NH1208  USGS QUAD   -  LITTLE PRAIRIE (1971)
 NH1208
 NH1208                         *CURRENT SURVEY CONTROL
 NH1208  ___________________________________________________________________
 NH1208* NAD 83(1991)-  42 45 20.03843(N)    088 37 22.25268(W)     ADJUSTED  
 NH1208* NAVD 88     -       289.08   (+/-2cm)     948.4    (feet)  VERTCON   
 NH1208  ___________________________________________________________________
 NH1208  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 NH1208  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 NH1208
 NH1208  HORZ ORDER  -  THIRD
 NH1208  VERT ORDER  -  THIRD ? (See Below)
 NH1208
 NH1208.The horizontal coordinates were established by classical geodetic methods
 NH1208.and adjusted by the National Geodetic Survey in October 1999..
 NH1208
 NH1208.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1208.The vertical order pertains to the NGVD 29 superseded value.
 NH1208
 NH1208.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1208
 NH1208.The geoid height was determined by GEOID03.
 NH1208
 NH1208;                    North         East     Units Scale Factor Converg.
 NH1208;SPC WI S     -    84,867.891   712,732.791   MT  0.99999559   +0 56 46.5
 NH1208;SPC WI S     -   278,437.41  2,338,357.50   sFT  0.99999559   +0 56 46.5
 NH1208;UTM  16      - 4,734,948.370   367,199.789   MT  0.99981697   -1 06 06.7
 NH1208
 NH1208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1208!SPC WI S     -   0.99995999  x   0.99999559  =   0.99995558
 NH1208!UTM  16      -   0.99995999  x   0.99981697  =   0.99977697
 NH1208
 NH1208:                Primary Azimuth Mark                     Grid Az
 NH1208:SPC WI S     -  PALMYRA RAD KSH 90 KSE 27 TWR            021 27 34.3
 NH1208:UTM  16      -  PALMYRA RAD KSH 90 KSE 27 TWR            023 30 27.5
 NH1208
 NH1208|---------------------------------------------------------------------|
 NH1208| PID    Reference Object                     Distance      Geod. Az  |
 NH1208|                                                           dddmmss.s |
 NH1208| NH1209 PALMYRA RAD KSH 90 KSE 27 TWR       APPROX.12.2 KM 0222420.8 |
 NH1208| CJ7905 CALEDONIA PP 2                       33.223 METERS 03208     |
 NH1208| CI9326 MILLARD RM 1                         22.448 METERS 20650     |
 NH1208| CI9325 MILLARD AZ MK                                      2723925.9 |
 NH1208| CJ7904 CALEDONIA PP 1                       32.309 METERS 28308     |
 NH1208| CI9327 MILLARD RM 2                         23.866 METERS 31843     |
 NH1208|---------------------------------------------------------------------|
 NH1208
 NH1208                          SUPERSEDED SURVEY CONTROL
 NH1208
 NH1208  NAD 83(1991)-  42 45 20.03844(N)    088 37 22.25268(W) AD(       ) 3
 NH1208  NAD 83(1986)-  42 45 20.03368(N)    088 37 22.25874(W) AD(       ) 3
 NH1208  NAD 27      -  42 45 19.98890(N)    088 37 21.88650(W) AD(       ) 3
 NH1208  NGVD 29 (07/19/86)  289.14   (m)          948.6    (f) LEVELING    3  
 NH1208
 NH1208.Superseded values are not recommended for survey control.
 NH1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1208.See file dsdata.txt to determine how the superseded data were derived.
 NH1208
 NH1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6720034948(NAD 83)
 NH1208_MARKER: DS = TRIANGULATION STATION DISK
 NH1208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1208+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2006
 NH1208
 NH1208  HISTORY     - Date     Condition        Report By
 NH1208  HISTORY     - 1957     MONUMENTED       CGS
 NH1208  HISTORY     - 1979     GOOD             NGS
 NH1208  HISTORY     - 20000723 GOOD             WIDT
 NH1208  HISTORY     - 20060730 GOOD             USPSQD
 NH1208
 NH1208                          STATION DESCRIPTION
 NH1208
 NH1208'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1208'THE STATION IS ABOUT 7 MILES NORTHWEST OF ELKHORN, 8-1/2
 NH1208'MILES SOUTHEAST OF WHITEWATER, IN THE TRIANGLE FORMED BY THE
 NH1208'JUNCTION OF COUNTY HIGHWAY O AND JACKSON ROAD.  IT IS 42 FEET
 NH1208'EAST OF THE CENTERLINE OF HIGHWAY O, 72 FEET WEST OF THE
 NH1208'CENTERLINE OF JACKSON ROAD AND 47 FEET NORTHWEST OF A POWER
 NH1208'LINE POLE.
 NH1208'
 NH1208'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12
 NH1208'AND STATE HIGHWAY 59 AT THE EAST EDGE OF THE BUSINESS DISTRICT
 NH1208'IN WHITEWATER, GO SOUTH AND SOUTHEAST ON HIGHWAY 12 FOR 5.2
 NH1208'MILES TO THE JUNCTION OF HIGHWAY 12 AND COUNTY HIGHWAY O.
 NH1208'TURN RIGHT AND GO SOUTH ON HIGHWAY O FOR 2.85 MILES TO WHERE
 NH1208'HIGHWAY O TURNS EAST.  TURN EAST AND CONTINUE ON HIGHWAY O
 NH1208'FOR 0.65 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST
 NH1208'ON HIGHWAY O FOR 0.3 MILE TO THE STATION ON THE LEFT.
 NH1208'
 NH1208'REFERENCE MARK 1 IS 2 FEET SOUTH OF A WHITE WITNESS POST,
 NH1208'1 FOOT EAST OF A FENCE AND 29 FEET WEST OF THE CENTERLINE
 NH1208'OF HIGHWAY O.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK
 NH1208'IS STAMPED MILLARD NO 1 1957.
 NH1208'
 NH1208'REFERENCE MARK 2 IS 1 FOOT SOUTH OF A FENCE, 1 FOOT SOUTHWEST
 NH1208'OF A TELEPHONE POLE AND 31 FEET NORTH OF A PAVED INTERSECTION.
 NH1208'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED MILLARD
 NH1208'NO 2 1957.
 NH1208'
 NH1208'THE AZIMUTH MARK IS 2 FEET EAST OF A TELEPHONE POLE, 1 FOOT
 NH1208'SOUTH OF A FENCE, 2 FEET SOUTH OF A WHITE WITNESS POST AND
 NH1208'28 FEET NORTH OF THE CENTERLINE OF HIGHWAY O.  THE MONUMENT
 NH1208'PROJECTS 3 INCHES AND THE DISK IS STAMPED MILLARD 1957.
 NH1208'
 NH1208'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NH1208
 NH1208                          STATION RECOVERY (1979)
 NH1208
 NH1208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 NH1208'STATION MARK, RM 1, 2 AND THE AZIMUTH MARK RECOVERED IN GOOD
 NH1208'CONDITION AND AS PREVIOUSLY DESCRIBED.  THE DISTANCE TO RM 1
 NH1208'CHECKED.  RM 2 WAS SHORTER BY 0.02 FT.  THE DIRECTION TO RM 1 WAS
 NH1208'LARGER BY 1 MINUTE AND 10 SECONDS.  RM 2 CHECKED.  THE TOO REACH AND
 NH1208'DESCRIPTION ARE ADEQUATE WITH THE ADDITION OF A METAL WITNESS POST SET
 NH1208'1 FT S OF THE STATION.  A METAL WITNESS POST SET 1 FT SW OF
 NH1208'RM 1.  ONE SET 1 FT W OF RM 2 AND ONE SET 2.8 FT W OF THE AZIMUTH
 NH1208'MARK.
 NH1208
 NH1208                          STATION RECOVERY (2000)
 NH1208
 NH1208'RECOVERY NOTE BY WI DEPT OF TRANSP 2000 (GRS)
 NH1208'JACKSON ROAD HAS BEEN RECONSTRUCTED AT COUNTY HIGHWAY O.  THE STATION
 NH1208'IS 0.75 M BELOW GROUND LEVEL AND 1.4 M BELOW THE HIGHWAY PAVEMENT.
 NH1208'THE STATION IS 13.6 M NORTH-NORTHWEST OF THE CENTERLINE OF HIGHWAY O
 NH1208'AND 7.5 M NORTHWEST OF THE CENTERLINE OF JACKSON ROAD.  RM 1 AND RM 2
 NH1208'RECOVERED IN GOOD CONDITION.  AZ MK NOT SEARCHED FOR.
 NH1208
 NH1208                          STATION RECOVERY (2006)
 NH1208
 NH1208'RECOVERY NOTE BY US POWER SQUADRON 2006
 NH1208'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 NH1208'CONDITION.  THE STATION IS 17 INCHES NORTH OF A METAL WITNESS POST,
 NH1208'PROJECTS 4 INCHES ABOVE THE GROUND, AND IS STAMPED --MILLARD 1957
 NH1208'RESET 2000--.
 NH1208'REFERENCE MARK 1 IS 28 FEET SOUTHWEST OF THE CENTERLINE OF COUNTY
 NH1208'HIGHWAY O, 9.5 FEET WEST OF THE EXTENDED CENTERLINE OF JACKSON ROAD,
 NH1208'18 INCHES NORTH OF A METAL WITNESS POST, AND IS FLUSH WITH THE GROUND.
 NH1208' 
 NH1208'REFERENCE MARK 2 IS 24 INCHES NORTH-NORTHWEST OF A METAL WITNESS POST
 NH1208'AND FLUSH WITH THE GROUND.
 NH1208'THE AZIMUTH MARK WAS NOT FOUND.  THE DESCRIBED POWER POLES ARE ON THE
 NH1208'SOUTH SIDE OF THE ROAD AND THERE IS NO WITNESS POST PRESENT.
 NH1208' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB8468 ***********************************************************************
 AB8468  DESIGNATION -  MILLER
 AB8468  PID         -  AB8468
 AB8468  STATE/COUNTY-  WI/BURNETT
 AB8468  USGS QUAD   -  FREDERIC (1983)
 AB8468
 AB8468                         *CURRENT SURVEY CONTROL
 AB8468  ___________________________________________________________________
 AB8468* NAD 83(1997)-  45 43 41.57380(N)    092 29 01.71720(W)     ADJUSTED  
 AB8468* NAVD 88     -       312.7    (meters)    1026.     (feet)  GPS OBS   
 AB8468  ___________________________________________________________________
 AB8468  X           -    -193,292.092 (meters)                     COMP
 AB8468  Y           -  -4,456,009.573 (meters)                     COMP
 AB8468  Z           -   4,544,416.033 (meters)                     COMP
 AB8468  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 AB8468  ELLIP HEIGHT-         285.70  (meters)          (01/30/03) GPS OBS
 AB8468  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 AB8468
 AB8468  HORZ ORDER  -  FIRST
 AB8468  ELLP ORDER  -  FOURTH    CLASS I
 AB8468
 AB8468.The horizontal coordinates were established by GPS observations
 AB8468.and adjusted by the National Geodetic Survey in January 2003..
 AB8468
 AB8468.The orthometric height was determined by GPS observations and a
 AB8468.high-resolution geoid model.
 AB8468
 AB8468.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8468
 AB8468.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8468
 AB8468.The ellipsoidal height was determined by GPS observations
 AB8468.and is referenced to NAD 83.
 AB8468
 AB8468.The geoid height was determined by GEOID03.
 AB8468
 AB8468;                    North         East     Units Scale Factor Converg.
 AB8468;SPC WI N     -    65,435.293   406,692.421   MT  0.99997460   -1 47 30.3
 AB8468;SPC WI N     -   214,682.29  1,334,290.05   sFT  0.99997460   -1 47 30.3
 AB8468;UTM  15      - 5,063,980.582   540,164.992   MT  0.99961983   +0 22 10.6
 AB8468
 AB8468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8468!SPC WI N     -   0.99995521  x   0.99997460  =   0.99992981
 AB8468!UTM  15      -   0.99995521  x   0.99961983  =   0.99957506
 AB8468
 AB8468                          SUPERSEDED SURVEY CONTROL
 AB8468
 AB8468  NAD 83(1991)-  45 43 41.57356(N)    092 29 01.71546(W) AD(       ) 1
 AB8468  ELLIP H (12/09/96)  285.73   (m)                       GP(       ) 4 1
 AB8468
 AB8468.Superseded values are not recommended for survey control.
 AB8468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8468.See file dsdata.txt to determine how the superseded data were derived.
 AB8468
 AB8468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4016563981(NAD 83)
 AB8468_MARKER: DD = SURVEY DISK
 AB8468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8468_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8468+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB8468
 AB8468  HISTORY     - Date     Condition        Report By
 AB8468  HISTORY     - 1993     MONUMENTED       WI-013
 AB8468
 AB8468                          STATION DESCRIPTION
 AB8468
 AB8468'DESCRIBED BY BURNETT COUNTY WISCONSIN 1993
 AB8468'THE STATION IS LOCATED 10.1 KM (6.25 MI) SOUTHWEST OF THE VILLAGE OF
 AB8468'SIREN (WHERE STATE TRUNK HIGHWAY 70 (FROM WEST) , STATE TRUNK HIGHWAY
 AB8468'35 AND COUNTY ROAD B INTERSECT) , 16.2 KM (10.05 MI) SOUTHEAST OF THE
 AB8468'VILLAGE OF GRANTSBURG, WISCONSIN, IN THE SOUTHWEST QUARTER OF THE
 AB8468'SOUTHWEST QUARTER, SECTION 33, T38N, R17W, TOWN OF DANIELS.  TO REACH
 AB8468'THE STATION FROM THE VILLAGE OF SIREN, WISCONSIN (WHERE STATE HIGHWAY
 AB8468'70, STATE HIGHWAY 35 AND COUNTY ROAD B JUNCTION) GO WEST ALONG STATE
 AB8468'TRUNK HIGHWAY 70 9.9 KM (6.15 MI) TO SHUTTLEWORTH ROAD, GO SOUTH ALONG
 AB8468'SHUTTLEWORTH ROAD 3.03 KM (1.90 MI) TO ELBOW LAKE ROAD, GO EAST ALONG
 AB8468'ELBOW LAKE ROAD 1.98 KM (1.25 MI) TO OLD 35, GO SOUTH (RIGHT) ALONG
 AB8468'OLD 35 1.66 KM (1.05 MI) TO COUNTY LINE ROAD, GO WEST (RIGHT) ALONG
 AB8468'COUNTY LINE ROAD 1.00 KM (0.60 MI) TO STATION LOCATED 27 FEET (8.2 M)
 AB8468'NORTH OF ROAD, 105 FEET (32.0 M) EAST OF PRIVATE DRIVE TO ADDRESS
 AB8468'NUMBER 1588.  THIS STATION IS LOCATED ON THE JOHN MILLER PROPERTY.
 AB8468'FIBERGLASS WITNESS POST SET 2.5 FEET (0.8 M) NORTH OF THE STATION.
 AB8468'THE STATION MARKER IS SET IN A 30 CM ROUND CONCRETE MONUMENT 15 CM
 AB8468'BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0974 ***********************************************************************
 OM0974  DESIGNATION -  MILLER RESET
 OM0974  PID         -  OM0974
 OM0974  STATE/COUNTY-  WI/GREEN LAKE
 OM0974  USGS QUAD   -  GREEN LAKE (1980)
 OM0974
 OM0974                         *CURRENT SURVEY CONTROL
 OM0974  ___________________________________________________________________
 OM0974* NAD 83(1991)-  43 45 22.43299(N)    088 58 02.76023(W)     ADJUSTED  
 OM0974* NAVD 88     -       328.88   (+/-2cm)    1079.0    (feet)  VERTCON   
 OM0974  ___________________________________________________________________
 OM0974  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 OM0974  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 OM0974
 OM0974  HORZ ORDER  -  FIRST
 OM0974  VERT ORDER  -  THIRD ? (See Below)
 OM0974
 OM0974.The horizontal coordinates were established by classical geodetic methods
 OM0974.and adjusted by the National Geodetic Survey in November 1991..
 OM0974
 OM0974.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0974.The vertical order pertains to the NGVD 29 superseded value.
 OM0974
 OM0974.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0974
 OM0974.The geoid height was determined by GEOID03.
 OM0974
 OM0974;                    North         East     Units Scale Factor Converg.
 OM0974;SPC WI S     -   195,617.680   683,150.424   MT  0.99995171   +0 42 34.1
 OM0974;SPC WI S     -   641,789.01  2,241,302.68   sFT  0.99995171   +0 42 34.1
 OM0974;UTM  16      - 4,846,679.598   341,616.988   MT  0.99990855   -1 21 39.4
 OM0974
 OM0974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0974!SPC WI S     -   0.99995404  x   0.99995171  =   0.99990575
 OM0974!UTM  16      -   0.99995404  x   0.99990855  =   0.99986259
 OM0974
 OM0974|---------------------------------------------------------------------|
 OM0974| PID    Reference Object                     Distance      Geod. Az  |
 OM0974|                                                           dddmmss.s |
 OM0974| CI9331 MILLER RM 3                          27.785 METERS 07242     |
 OM0974| CI8866 1074                                               0844332.2 |
 OM0974| CI9328 MILLER AZ MK                                       1002825.3 |
 OM0974| CI9329 MILLER RM 1                          23.985 METERS 19138     |
 OM0974| OM0963 MARKESAN MUNICIPAL TANK             APPROX. 5.4 KM 1961527.4 |
 OM0974| CI9330 MILLER RM 2                                        28027     |
 OM0974| CI9332 MILLER RM 4                          25.554 METERS 34038     |
 OM0974|---------------------------------------------------------------------|
 OM0974
 OM0974                          SUPERSEDED SURVEY CONTROL
 OM0974
 OM0974  NAD 83(1986)-  43 45 22.42700(N)    088 58 02.76630(W) AD(       ) 1
 OM0974  NAD 27      -  43 45 22.49300(N)    088 58 02.36300(W) AD(       ) 1
 OM0974  NGVD 29 (07/19/86)  328.91   (m)         1079.1    (f) LEVELING    3  
 OM0974
 OM0974.Superseded values are not recommended for survey control.
 OM0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0974.See file dsdata.txt to determine how the superseded data were derived.
 OM0974
 OM0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP4161746680(NAD 83)
 OM0974_MARKER: DS = TRIANGULATION STATION DISK
 OM0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0974
 OM0974  HISTORY     - Date     Condition        Report By
 OM0974  HISTORY     - 1958     MONUMENTED       CGS
 OM0974  HISTORY     - 1975     GOOD             NGS
 OM0974
 OM0974                          STATION DESCRIPTION
 OM0974
 OM0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM0974'THE STATION AND REFERENCE MARK 2 WERE RECOVERED AND FOUND
 OM0974'IN GOOD CONDITION.  REFERENCE MARK 1 WAS STRUCK BY FARM
 OM0974'MACHINERY AND WAS DESTROYED.  THE STATION SURFACE MARK WAS
 OM0974'LOWERED AT THE REQUEST OF THE PROPERTY OWNERS.  NO MEASUREMENT
 OM0974'COULD BE MADE FROM THE STATION TO REFERENCE MARK 2 BECAUSE
 OM0974'OF A SILO BEING ON LINE.  THE REFERENCE MEASUREMENTS TO THE
 OM0974'STATION AND REFERENCE MARK 2 DID NOT CHECK.  THE DIRECTION
 OM0974'TO REFERENCE MARK 2 CHECKED.  TWO NEW REFERENCE MARKS 3
 OM0974'AND 4 WERE ESTABLISHED AT THIS TIME.  A NEW AZIMUTH MARK WAS
 OM0974'SET.
 OM0974'
 OM0974'A NEW DESCRIPTION AND TO REACH FOLLOWS.
 OM0974'
 OM0974'THE STATION IS ABOUT 6 MILES WEST OF FAIRWATER, ABOUT 4
 OM0974'MILES NORTH-NORTHEAST OF MARKESAN AND IS ON THE PROPERTY
 OM0974'OF THE MILLER HEIRS.  IT IS IN THE NE 1/4, SEC. 26. T. 15 N. R.
 OM0974'13 E., 127 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME
 OM0974'HOUSE, 86 FEET SOUTH OF THE NORTHEAST CORNER OF A BARN, 34
 OM0974'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE BARN AND 30
 OM0974'FEET EAST OF THE EAST SIDE OF A SILO.  THE MONUMENT IS 3
 OM0974'INCHES BELOW THE GROUND SURFACE AND THE DISK IS STAMPED MILLER
 OM0974'1930 1958.
 OM0974'
 OM0974'TO REACH THE STATION FROM THE MILWAUKEE ROAD DEPOT IN FAIRWATER,
 OM0974'GO WEST ON STATE HIGHWAY 44 FOR 4.3 MILES TO COUNTY HIGHWAY
 OM0974'N.  TURN RIGHT AND GO NORTH ON COUNTY HIGHWAY N FOR 0.8 MILE
 OM0974'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ON HIGHWAY
 OM0974'N FOR 0.15 MILE TO A CROSSROAD AND A USGS MARK IN THE NORTHWEST
 OM0974'ANGLE.  TURN LEFT AND GO WEST ON THE PAVED ROAD FOR 0.55 MILE
 OM0974'TO A DRIVEWAY ON THE LEFT AND ONE ON THE RIGHT.  TURN LEFT
 OM0974'AND GO SOUTH ON THE DRIVEWAY FOR ABOUT 275 FEET TO THE
 OM0974'STATION.
 OM0974'
 OM0974'REFERENCE MARK 2 IS ABOUT 858 FEET WEST OF THE STATION.
 OM0974'IT IS 5 FEET EAST OF A WIRE FENCE AND 86 FEET SOUTH OF A
 OM0974'WIRE FENCE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK
 OM0974'IS STAMPED MILLER NO 2 1930.
 OM0974'
 OM0974'REFERENCE MARK 3 IS 35 FEET NORTHEAST OF AN 8 INCH APPLE TREE,
 OM0974'32 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL BUILDING,
 OM0974'10 FEET SOUTH OF A 6 INCH APPLE TREE AND 20 FEET NORTH OF
 OM0974'AN 8 INCH APPLE TREE.  THE MONUMENT IS 1 INCH BELOW THE GROUND
 OM0974'SURFACE AND THE DISK IS STAMPED MILLER NO 3 1930 1958.
 OM0974'
 OM0974'REFERENCE MARK 4 IS 3 FEET SOUTHEAST OF THE NORTHEAST CORNER
 OM0974'OF THE BARN AND 1.6 FEET EAST OF THE EAST SIDE OF THE BARN.
 OM0974'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MILLER NO 4
 OM0974'1930 1958.
 OM0974'
 OM0974'THE AZIMUTH MARK IS 38 FEET NORTH OF A TELEPHONE POLE, 30
 OM0974'FEET WEST OF THE CENTERLINE OF COUNTY HIGHWAY N, 1 FOOT EAST
 OM0974'OF A WIRE FENCE AND 2 FEET SOUTH OF A WHITE WITNESS POST.
 OM0974'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MILLER 1930
 OM0974'1958.
 OM0974'
 OM0974'1074 (USGS) IS A STANDARD U.S. GEOLOGICAL SURVEY DISK STAMPED
 OM0974'1074 (ELEV.) WIS 1915 RIVETED TO THE TOP OF A 4 INCH PIPE
 OM0974'THAT PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT IS
 OM0974'56 FEET WEST OF THE CENTERLINE OF COUNTY HIGHWAY N, 29 FEET
 OM0974'NORTH OF THE CENTERLINE OF A PAVED ROAD AND 5 FEET WEST OF
 OM0974'A POWER POLE WITH A TRANSFORMER.
 OM0974'
 OM0974'NO MEASUREMENT COULD BE MADE FROM R.M. 3 TO R.M. 4 BECAUSE OF
 OM0974'TREES ON LINE.
 OM0974'
 OM0974'HEIGHT OF LIGHT ABOVE GROUND 30 METERS.
 OM0974
 OM0974                          STATION RECOVERY (1975)
 OM0974
 OM0974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EJB)
 OM0974'THE STATION WAS RECOVERED AS DESCRIBED BY GLENN W. MORE IN 1958.  THE
 OM0974'CONCRETE MONUMENT OF THE STATION MARK IS SLIGHTLY CRACKED ON ONE
 OM0974'SIDE.  RM 3 AND RM 4 ARE IN GOOD CONDITION.  REFERENCE MARK NO. 2
 OM0974'WAS NOT SEARCHED FOR BECAUSE A SILO AND A BARN ARE IN LINE WITH
 OM0974'THE STATION AND THE DISTANCE AND DIRECTION CAN NOT BE VARIFIED.
 OM0974'THE AZIMUTH MARK AND BM (USGS) 1074 WIS 1915 WERE RECOVERED IN
 OM0974'GOOD CONDITION AS DESCRIBED.
 OM0974'
 OM0974'MEASUREMENT FROM REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 IS
 OM0974'NOW POSSIBLE, THERE ARE NO TREES IN LINE.  THE DISTANCES FROM THE
 OM0974'STATION MARK AND THE REFERENCE MARKS CHECKED.
 OM0974'
 OM0974'THE STATION MARK IS ON THE PROPERTY OWNED BY ROBERT SCHARSCHMIDT,
 OM0974'RT. 3 BOX 78 MARKESAN, WISCONSIN 53946, TELEPHONE 414 398-2235.
 OM0974'
 OM0974'REFERENCE MARK NO. 3 WAS OCCUPIED AS THE GEOCIEVER ANTENNA SITE FOR
 OM0974'STATION 51091.  (SEE THE DESCRIPTION FOR REFERENCE MARK MILLER
 OM0974'NO 3 1930 1958).
 OM0974'
 OM0974'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES NORTH
 OM0974'OF MARKESAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0493 ***********************************************************************
 OL0493  DESIGNATION -  MILLERSVILLE
 OL0493  PID         -  OL0493
 OL0493  STATE/COUNTY-  WI/SHEBOYGAN
 OL0493  USGS QUAD   -  HOWARDS GROVE (1994)
 OL0493
 OL0493                         *CURRENT SURVEY CONTROL
 OL0493  ___________________________________________________________________
 OL0493* NAD 83(1991)-  43 47 44.06219(N)    087 49 12.47246(W)     ADJUSTED  
 OL0493* NAVD 88     -       221.     (meters)     725.     (feet)  SCALED    
 OL0493  ___________________________________________________________________
 OL0493  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 OL0493  GEOID HEIGHT-         -35.76  (meters)                     GEOID03
 OL0493
 OL0493  HORZ ORDER  -  THIRD
 OL0493
 OL0493.The horizontal coordinates were established by classical geodetic methods
 OL0493.and adjusted by the National Geodetic Survey in November 1991..
 OL0493
 OL0493.The orthometric height was scaled from a topographic map.
 OL0493
 OL0493.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0493
 OL0493.The geoid height was determined by GEOID03.
 OL0493
 OL0493;                    North         East     Units Scale Factor Converg.
 OL0493;SPC WI S     -   201,766.673   775,410.505   MT  0.99995620   +1 29 52.1
 OL0493;SPC WI S     -   661,962.83  2,543,992.63   sFT  0.99995620   +1 29 52.1
 OL0493;UTM  16      - 4,849,494.795   434,021.264   MT  0.99965354   -0 34 03.4
 OL0493
 OL0493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0493!SPC WI S     -   0.99997095  x   0.99995620  =   0.99992715
 OL0493!UTM  16      -   0.99997095  x   0.99965354  =   0.99962450
 OL0493
 OL0493|---------------------------------------------------------------------|
 OL0493| PID    Reference Object                     Distance      Geod. Az  |
 OL0493|                                                           dddmmss.s |
 OL0493| CI9334 MILLERSVILLE RM 1                    24.122 METERS 07436     |
 OL0493| CI9333 MILLERSVILLE AZ MK                                 1832801.1 |
 OL0493| CI9335 MILLERSVILLE RM 2                    28.116 METERS 34309     |
 OL0493|---------------------------------------------------------------------|
 OL0493
 OL0493                          SUPERSEDED SURVEY CONTROL
 OL0493
 OL0493  NAD 83(1986)-  43 47 44.04896(N)    087 49 12.47320(W) AD(       ) 3
 OL0493  NAD 27      -  43 47 44.06800(N)    087 49 12.15300(W) AD(       ) 3
 OL0493
 OL0493.Superseded values are not recommended for survey control.
 OL0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0493.See file dsdata.txt to determine how the superseded data were derived.
 OL0493
 OL0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP3402149495(NAD 83)
 OL0493_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OL0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0493+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2006
 OL0493
 OL0493  HISTORY     - Date     Condition        Report By
 OL0493  HISTORY     - 1953     MONUMENTED       CGS
 OL0493  HISTORY     - 1979     GOOD             LOCENG
 OL0493  HISTORY     - 20031206 GOOD             USPSQD
 OL0493  HISTORY     - 20060423 GOOD             USPSQD
 OL0493
 OL0493                          STATION DESCRIPTION
 OL0493
 OL0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OL0493'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF SHEBOYGAN FALLS, 3
 OL0493'MILES SOUTH OF HOWARDS GROVE,
 OL0493'1.5 MILES SOUTH OF MILLERSVILLE, AND ON THE PROPERTY OWNED BY MR.
 OL0493'WM. BARTHLES.  IT IS 70 FEET
 OL0493'NORTHWEST OF THE NORTHWEST CORNER OF A FARM HOUSE, 69 FEET
 OL0493'SOUTH OF THE CENTER OF A GRAVEL DRIVEWAY, AND
 OL0493'64 FEET EAST OF THE CENTER OF STATE
 OL0493'HIGHWAY 32.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 OL0493'MILLERSVILLE 1953.
 OL0493'
 OL0493'REFERENCE MARK NO. 1 IS 47 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF
 OL0493'A BARN AND 1 FOOT NORTHWEST
 OL0493'OF A FENCE CORNER.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 OL0493'STAMPED MILLERSVILLE NO 1 1953.
 OL0493'
 OL0493'REFERENCE MARK NO. 2 IS 39 FEET EAST OF THE CENTER OF HIGHWAY 32 AND
 OL0493'17 FEET NORTH OF THE
 OL0493'CENTER OF AN ENTRANCE DRIVE.  THE MARK IS FLUSH AND THE DISK IS
 OL0493'STAMPED MILLERSVILLE NO 2 1953.
 OL0493'
 OL0493'AZIMUTH MARK IS 27 FEET WEST OF THE CENTER OF HIGHWAY 32, 19 FEET
 OL0493'NORTHWEST OF THE CENTER OF
 OL0493'AN ENTRANCE DRIVE AND 1 FOOT NORTH OF A POWER LINE POLE.  THE MARK IS
 OL0493'FLUSH AND THE DISK IS STAMPED
 OL0493'MILLERSVILLE 1953.  (CONSIDERABLE CLEARING WILL BE
 OL0493'NECESSARY TO SEE THE AZIMUTH MARK FROM THE
 OL0493'GROUND)
 OL0493'
 OL0493'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 32, 42, AND
 OL0493'23 IN HOWARDS GROVE GO SOUTH ON
 OL0493'HIGHWAY 32 FOR 2.95 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 OL0493'TO REACH THE AZIMUTH MARK CONTINUE
 OL0493'SOUTH ON HIGHWAY 32 FOR 0.2 MILE TO THE AZIMUTH
 OL0493'MARK ON THE LEFT AS DESCRIBED.
 OL0493'
 OL0493'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 OL0493
 OL0493                          STATION RECOVERY (1979)
 OL0493
 OL0493'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (KW)
 OL0493'MILLERSVILLE 1953 RECOVERED EXCELLENT, FOUND AS DESCRIBED.
 OL0493'
 OL0493'AZIMUTH MARK COULD NOT BE FOUND.  DIGGING MIGHT RECOVER MARK.
 OL0493'
 OL0493'MARK IS ON MOWN GRASS.
 OL0493'
 OL0493'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SOUTH OF HOWARDS
 OL0493'GROVE.
 OL0493
 OL0493                          STATION RECOVERY (2003)
 OL0493
 OL0493'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OL0493'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 OL0493'CONDITION.  ADD-- THE STATION IS ABOUT 0.3 MILE NORTH OF COUNTY
 OL0493'HIGHWAY J ON HIGHWAY 42 AT --N7027 HWY 42-- AND 1 M EAST OF A METAL
 OL0493'POST WITH A R/W AND A WHITE METAL SURVER MARKER SIGN ATTACHED.
 OL0493'REFERENCE MARK 1 IS ABOUT 33 FEET SOUTH OF A NEW WHITE BARN AND 9.0
 OL0493'FEET NORTH-NORTHWEST OF THE NORTHWESTERN CORNER OF A SEPTIC CONCRETE
 OL0493'SLAB.
 OL0493'REFERENCE MARK 2 IS ABOUT 28 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 OL0493'BARN WITH A STONE FOUNDATION.
 OL0493'THE AZIMUTH MARK WAS NOT FOUND.
 OL0493
 OL0493                          STATION RECOVERY (2006)
 OL0493
 OL0493'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRB)
 OL0493'THE STATION, RM1, AND RM2 WERE RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0740 ***********************************************************************
 OM0740  DESIGNATION -  MILLROAD
 OM0740  PID         -  OM0740
 OM0740  STATE/COUNTY-  WI/WAUKESHA
 OM0740  USGS QUAD   -  MENOMONEE FALLS (1994)
 OM0740
 OM0740                         *CURRENT SURVEY CONTROL
 OM0740  ___________________________________________________________________
 OM0740* NAD 83(1991)-  43 08 08.18156(N)    088 04 36.60564(W)     ADJUSTED  
 OM0740* NAVD 88     -       251.     (meters)     823.     (feet)  SCALED    
 OM0740  ___________________________________________________________________
 OM0740  LAPLACE CORR-          -3.51  (seconds)                    DEFLEC99
 OM0740  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 OM0740
 OM0740  HORZ ORDER  -  THIRD
 OM0740
 OM0740.The horizontal coordinates were established by classical geodetic methods
 OM0740.and adjusted by the National Geodetic Survey in November 1991..
 OM0740
 OM0740.The orthometric height was scaled from a topographic map.
 OM0740
 OM0740.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0740
 OM0740.The geoid height was determined by GEOID03.
 OM0740
 OM0740;                    North         East     Units Scale Factor Converg.
 OM0740;SPC WI S     -   127,958.951   756,448.691   MT  0.99994324   +1 19 17.1
 OM0740;SPC WI S     -   419,811.99  2,481,782.08   sFT  0.99994324   +1 19 17.1
 OM0740;UTM  16      - 4,776,436.522   412,421.884   MT  0.99969435   -0 44 10.7
 OM0740
 OM0740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0740!SPC WI S     -   0.99996612  x   0.99994324  =   0.99990936
 OM0740!UTM  16      -   0.99996612  x   0.99969435  =   0.99966048
 OM0740
 OM0740|---------------------------------------------------------------------|
 OM0740| PID    Reference Object                     Distance      Geod. Az  |
 OM0740|                                                           dddmmss.s |
 OM0740| CI9337 MILLROAD RM 1                         8.990 METERS 09034     |
 OM0740| OL0399 GLENDALE SCHLITZ CO STACK           APPROX.13.8 KM 1063341.5 |
 OM0740| OL0421 MILWAUKEE TV WTMJ TALLER MAST       APPROX.15.1 KM 1090205.3 |
 OM0740| CI9336 MILLROAD AZ MK                                     2242508.2 |
 OM0740| CI9338 MILLROAD RM 2                        10.206 METERS 27024     |
 OM0740| OM0747 FUSSVILLE ST ANTHONY CATH CH        APPROX. 1.9 KM 3541912.5 |
 OM0740|---------------------------------------------------------------------|
 OM0740
 OM0740                          SUPERSEDED SURVEY CONTROL
 OM0740
 OM0740  NAD 83(1986)-  43 08 08.17160(N)    088 04 36.61553(W) AD(       ) 3
 OM0740  NAD 27      -  43 08 08.13400(N)    088 04 36.28900(W) AD(       ) 3
 OM0740
 OM0740.Superseded values are not recommended for survey control.
 OM0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0740.See file dsdata.txt to determine how the superseded data were derived.
 OM0740
 OM0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1242276437(NAD 83)
 OM0740_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0740
 OM0740  HISTORY     - Date     Condition        Report By
 OM0740  HISTORY     - 1953     MONUMENTED       CGS
 OM0740  HISTORY     - 1959     SEE DESCRIPTION  CHIAS
 OM0740  HISTORY     - 1966     SEE DESCRIPTION  CGS
 OM0740  HISTORY     - 1975     SEE DESCRIPTION  NGS
 OM0740  HISTORY     - 19940823 MARK NOT FOUND   USPSQD
 OM0740  HISTORY     - 20030221 MARK NOT FOUND   USPSQD
 OM0740
 OM0740                          STATION DESCRIPTION
 OM0740
 OM0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0740'STATION IS LOCATED ON TOP OF A SMALL HILL ON THE PROPERTY
 OM0740'OF HENRY CENTGRAF, ABOUT 4 MILES SOUTHEAST OF MENOMONEE FALLS
 OM0740'AND ABOUT 1/2 MILE WEST OF THE MILWAUKEE-WAUKESHA COUNTY
 OM0740'LINE.  IT IS 115 FEET WEST OF A FENCE CORNER, 4 FEET SOUTH
 OM0740'OF A FENCE AND 4 FEET SOUTHEAST OF A WHITE WITNESS POST.  THE
 OM0740'MARK IS FLUSH AND THE DISK IS STAMPED MILLROAD 1953.
 OM0740'
 OM0740'REFERENCE MARK NO. 1 IS 2 FEET SOUTH OF THE FENCE.  THE MARK
 OM0740'IS FLUSH AND THE DISK IS STAMPED MILLROAD NO 1 1953.
 OM0740'
 OM0740'REFERENCE MARK NO. 2 IS 1 FOOT SOUTHEAST OF A FENCE CORNER.
 OM0740'THE MARK IS FLUSH AND THE DISK IS STAMPED MILLROAD NO 2 1953.
 OM0740'
 OM0740'AZIMUTH MARK IS 22 FEET NORTH OF THE CENTER OF MILL ROAD,
 OM0740'6 FEET WEST OF A POWER POLE, 2 FEET EAST OF A WHITE WITNESS
 OM0740'POST AND 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS ABOUT 3
 OM0740'INCHES AND THE DISK IS STAMPED MILLROAD 1953.
 OM0740'
 OM0740'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 AND
 OM0740'STATE HIGHWAY 74 IN MENOMONEE FALLS, GO SOUTHEAST ON HIGHWAY
 OM0740'41 FOR 2.3 MILES TO A PAVED CROSSROAD (LILLY ROAD).  TURN
 OM0740'RIGHT AND GO SOUTH ON LILLY ROAD FOR 1.4 MILES TO A PAVED
 OM0740'CROSSROAD (MILL ROAD).  TURN LEFT AND GO EAST ON MILL ROAD
 OM0740'FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 OM0740'CONTINUE EAST FOR 0.15 MILE TO A GAP IN THE FENCE.  TURN
 OM0740'LEFT THROUGH FENCE AND GO NORTH ACROSS FIELD FOR ABOUT 0.05
 OM0740'MILE TO TOP OF HILL AND A FENCE AND THE STATION AS DESCRIBED.
 OM0740'
 OM0740'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OM0740
 OM0740                          STATION RECOVERY (1959)
 OM0740
 OM0740'RECOVERY NOTE BY CHICAGO AERIAL SURVEY 1959
 OM0740'STATION RECOVERED AS DESCRIBED.
 OM0740
 OM0740                          STATION RECOVERY (1966)
 OM0740
 OM0740'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DLW)
 OM0740'RECOVERED AS DESCRIBED IN HORIZONTAL CONTROL DATA, QUAD NO.
 OM0740'430882 STA. NO. 1033.
 OM0740'
 OM0740'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 OM0740'SOUTHEAST
 OM0740
 OM0740                          STATION RECOVERY (1975)
 OM0740
 OM0740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JWB)
 OM0740'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 OM0740'IN GOOD CONDITION AS DESCRIBED IN QUAD 430882 STA. 1033.
 OM0740'
 OM0740'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILE
 OM0740'SOUTHEAST OF MENOMONEE FALLS
 OM0740
 OM0740                          STATION RECOVERY (1994)
 OM0740
 OM0740'RECOVERY NOTE BY US POWER SQUADRON 1994
 OM0740'MARK NOT FOUND.
 OM0740
 OM0740                          STATION RECOVERY (2003)
 OM0740
 OM0740'RECOVERY NOTE BY US POWER SQUADRON 2003 (RH)
 OM0740'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0580 ***********************************************************************
 PO0580  DESIGNATION -  MILLS
 PO0580  PID         -  PO0580
 PO0580  STATE/COUNTY-  WI/JACKSON
 PO0580  USGS QUAD   -  MILLSTON (1983)
 PO0580
 PO0580                         *CURRENT SURVEY CONTROL
 PO0580  ___________________________________________________________________
 PO0580* NAD 83(1991)-  44 12 56.32513(N)    090 43 21.89251(W)     ADJUSTED  
 PO0580* NAVD 88     -       378.6    (meters)    1242.     (feet)  VERTCON   
 PO0580  ___________________________________________________________________
 PO0580  LAPLACE CORR-          -7.13  (seconds)                    DEFLEC99
 PO0580  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 PO0580
 PO0580  HORZ ORDER  -  FIRST
 PO0580
 PO0580.The horizontal coordinates were established by classical geodetic methods
 PO0580.and adjusted by the National Geodetic Survey in March 1999..
 PO0580
 PO0580.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0580
 PO0580.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0580
 PO0580.The geoid height was determined by GEOID03.
 PO0580
 PO0580;                    North         East     Units Scale Factor Converg.
 PO0580;SPC WI C     -    42,739.035   542,241.892   MT  1.00000667   -0 30 35.8
 PO0580;SPC WI C     -   140,219.65  1,779,005.27   sFT  1.00000667   -0 30 35.8
 PO0580;SPC WI S     -   246,398.970   542,240.293   MT  1.00003367   -0 29 47.8
 PO0580;SPC WI S     -   808,393.95  1,779,000.03   sFT  1.00003367   -0 29 47.8
 PO0580;UTM  15      - 4,898,346.358   681,915.460   MT  1.00000701   +1 35 18.6
 PO0580
 PO0580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0580!SPC WI C     -   0.99994587  x   1.00000667  =   0.99995254
 PO0580!SPC WI S     -   0.99994587  x   1.00003367  =   0.99997954
 PO0580!UTM  15      -   0.99994587  x   1.00000701  =   0.99995288
 PO0580
 PO0580|---------------------------------------------------------------------|
 PO0580| PID    Reference Object                     Distance      Geod. Az  |
 PO0580|                                                           dddmmss.s |
 PO0580| CJ5750 MILLS RM 1                           16.700 METERS 04702     |
 PO0580| PO0574 KNAPP MOUND LOOKOUT                 APPROX.17.5 KM 0870118.4 |
 PO0580| CJ5751 MILLS RM 2                           15.120 METERS 14352     |
 PO0580| PO0583 OAK RIDGE LOT                       211.594 METERS 17439     |
 PO0580| CJ5749 MILLS AZ MK                                        3445549.3 |
 PO0580|---------------------------------------------------------------------|
 PO0580
 PO0580                          SUPERSEDED SURVEY CONTROL
 PO0580
 PO0580  NAD 83(1991)-  44 12 56.32536(N)    090 43 21.89186(W) AD(       ) 1
 PO0580  NAD 83(1986)-  44 12 56.32261(N)    090 43 21.89955(W) AD(       ) 1
 PO0580  NAD 27      -  44 12 56.46200(N)    090 43 21.40300(W) AD(       ) 1
 PO0580  NGVD 29 (07/19/86)  378.6    (m)         1242.     (f) VERT ANG       
 PO0580
 PO0580.Superseded values are not recommended for survey control.
 PO0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0580.See file dsdata.txt to determine how the superseded data were derived.
 PO0580
 PO0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ8191598346(NAD 83)
 PO0580_MARKER: DS = TRIANGULATION STATION DISK
 PO0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0580
 PO0580  HISTORY     - Date     Condition        Report By
 PO0580  HISTORY     - 1934     MONUMENTED       CGS
 PO0580  HISTORY     - 1959     GOOD             FAS
 PO0580  HISTORY     - 1967     GOOD             CGS
 PO0580
 PO0580                          STATION DESCRIPTION
 PO0580
 PO0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 PO0580'THIS STATION IS ABOUT 8 MILES SOUTH-SOUTHEAST OF BLACK RIVER
 PO0580'FALLS, AND 4 MILES NORTHWEST OF MILLSTON, NEAR THE LINE BETWEEN
 PO0580'SECS. 3 AND 15, T. 20 N., R. 3 W., ON LAND BELIEVED TO BE
 PO0580'OWNED BY JACKSON COUNTY.  THE STATION MARK IS ABOUT MIDWAY
 PO0580'VERY PROMINENT RIDGE, ABOUT 275 YARDS NORTH OF SHALE PIT, ON
 PO0580'FIRST HUMP NORTH OF SADDLE FROM SHALE PIT, 12 FEET EAST OF
 PO0580'FENCE LINE, AND PROJECTS 4 INCHES.
 PO0580'
 PO0580'TO REACH FROM BLACK RIVER FALLS, AT WEST END OF BRIDGE, GO
 PO0580'EAST AND SOUTH ON U.S. HIGHWAY 12 FOR 8.8 MILES TO SIDE ROAD
 PO0580'TO SOUTH, THENCE SOUTH ON DIRT ROAD 1.2 MILES TO GATE ON
 PO0580'RIGHT.  GO THROUGH GATE AND FOLLOW TRAIL TO WEST ACROSS
 PO0580'PASTURE FOR 0.3 MILE TO FORK, TAKE RIGHT FORK 0.2 MILE TO
 PO0580'FENCE ACROSS TRAIL, THENCE CONTINUE ON TRAIL ABOUT 0.4 MILE TO
 PO0580'LADDER WHICH WAS USED FOR OLD SHALE PIT.  A LIGHT TRUCK CAN
 PO0580'PROBABLY BE DRIVEN THIS FAR.  CLIMB BLUFF TO SHALE PIT, THENCE
 PO0580'NORTH ABOUT 275 YARDS ALONG RIDGE TO STATION.
 PO0580'
 PO0580'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, ON RIDGE
 PO0580'RUNNING NORTHEAST FROM STATION, AND PROJECTS 3 INCHES.  THE
 PO0580'DISTANCE BETWEEN REFERENCE MARKS IS 78.04 FEET.
 PO0580'
 PO0580'REFERENCE MARK NO. 2 IS SOUTHEAST OF STATION, NEAR EAST EDGE
 PO0580'OF RIDGE RUNNING SOUTH FROM STATION, AND PROJECTS 5 INCHES.
 PO0580'
 PO0580'THE AZIMUTH MARK IS NORTH-NORTHWEST OF THE STATION, 23 FEET
 PO0580'SOUTH OF CENTER LINE OF U.S. HIGHWAY 12, 1 FOOT SOUTH OF FENCE
 PO0580'LINE, 100 YARDS (APPROX) NORTHWEST OF SMALL HOUSE AND TOURIST
 PO0580'CABIN, 0.7 MILE NORTHWEST OF SIDE ROAD TO SOUTH ON WAY TO
 PO0580'STATION, AND PROJECTS 3 INCHES.
 PO0580'
 PO0580'A 4-FOOT SIGNAL AT WINKLER IS VISIBLE FROM THE GROUND.
 PO0580'
 PO0580'A STATION BELT IS VISIBLE FROM THE GROUND.
 PO0580'
 PO0580'A 74-FOOT SIGNAL AT TOMAH IS VISIBLE FROM THE GROUND.
 PO0580'
 PO0580'A 47-FOOT SIGNAL AT BRUCE IS VISIBLE FROM THE GROUND.
 PO0580'
 PO0580'A 4-FOOT SIGNAL AT SADDLE IS VISIBLE FROM THE GROUND.
 PO0580'
 PO0580'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 PO0580'BRONZE DISKS SET IN CONCRETE POSTS.
 PO0580
 PO0580                          STATION RECOVERY (1959)
 PO0580
 PO0580'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1959
 PO0580'STATION FOUND IN GOOD CONDITION AS DESCRIBED.
 PO0580
 PO0580                          STATION RECOVERY (1967)
 PO0580
 PO0580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DLH)
 PO0580'THE STATION IS ABOUT 8 MI S.-SE. OF BLACK RIVER FALLS AND 4
 PO0580'MI NW. OF MILLSTON, NEAR THE LINE BETWEEN SEC. 3 AND 15, T.
 PO0580'20 N., R. 3 W., ON LAND BELIEVED TO BE OWNED BY JACKSON
 PO0580'COUNTY.  THE STATION MARK IS ON THE FIRST HUMP N. OF OAK RIDGE
 PO0580'L.O.T.
 PO0580'
 PO0580'TO REACH THE STATION FROM BLACK RIVER FALLS POST OFFICE,
 PO0580'GO 1 BLOCK E. AND 1 BLOCK N. TO JCT. U.S. HWY. 12 AND WICS.
 PO0580'27, TURN RIGHT AND GO S. AND SE. ON U.S. 12 FOR 8.5 MI TO OLD
 PO0580'COUNTY RD. 1, TURN RIGHT AND GO 1.2 MI TO SIGN ON LEFT OAK RIDGE
 PO0580'FIRE TOWER, TURN RIGHT FOR 0.6 MI TO PARKING AREA.  CLIMB STEEP
 PO0580'HILL TO FIRE TOWER AND WALK APPROX.  230 YARDS N. ALONG RIDGE
 PO0580'TO THE STATION.
 PO0580'
 PO0580'THE STATION AND REFERENCE MARKS ARE USC AND GS STANDARD TABLETS
 PO0580'SET IN CONCRETE POST AND STAMPED MILLS 1934.
 PO0580'
 PO0580'THE STATION IS APPROX. 230 YARDS N. OF THE L.O.T. AT THE N.
 PO0580'END OF THE RIDGE, 15.758 M. (51.70 FT) S. AND 4.389 M. (14.40 FT)
 PO0580'W. OF A TELEPHONE POLE.
 PO0580'
 PO0580'REFERENCE MARK 1 IS 16.700 M. (54.79 FT) NE. OF THE STATION.
 PO0580'
 PO0580'REFERENCE MARK 2 IS 15.120 M. (49.60 FT) SE. OF THE STATION.
 PO0580'
 PO0580'THE AZIMUTH MARK WAS NOT FOUND.  SECONDARY ANGLES WERE TURNED
 PO0580'TO BRUCE MOUND L.O.T., KNAPP MOUND L.O.T. AND OAK RIDGE L.O.T.
 PO0580'
 PO0580'STANDARD BRACE TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0151 ***********************************************************************
 PO0151  DESIGNATION -  MILLSTON
 PO0151  PID         -  PO0151
 PO0151  STATE/COUNTY-  WI/JACKSON
 PO0151  USGS QUAD   -  MILLSTON (1983)
 PO0151
 PO0151                         *CURRENT SURVEY CONTROL
 PO0151  ___________________________________________________________________
 PO0151* NAD 83(1986)-  44 11 29.     (N)    090 38 30.     (W)     SCALED    
 PO0151* NAVD 88     -       280.414  (meters)     919.99   (feet)  ADJUSTED  
 PO0151  ___________________________________________________________________
 PO0151  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 PO0151  DYNAMIC HT  -         280.359 (meters)     919.81  (feet)  COMP
 PO0151  MODELED GRAV-     980,415.5   (mgal)                       NAVD 88
 PO0151
 PO0151  VERT ORDER  -  SECOND    CLASS 0
 PO0151
 PO0151.The horizontal coordinates were scaled from a topographic map and have
 PO0151.an estimated accuracy of +/- 6 seconds.
 PO0151
 PO0151.The orthometric height was determined by differential leveling
 PO0151.and adjusted by the National Geodetic Survey in June 1991..
 PO0151
 PO0151.The geoid height was determined by GEOID03.
 PO0151
 PO0151.The dynamic height is computed by dividing the NAVD 88
 PO0151.geopotential number by the normal gravity value computed on the
 PO0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0151.degrees latitude (g = 980.6199 gals.).
 PO0151
 PO0151.The modeled gravity was interpolated from observed gravity values.
 PO0151
 PO0151;                    North         East    Units  Estimated Accuracy
 PO0151;SPC WI C     -    39,990.      548,700.      MT  (+/- 180 meters Scaled)
 PO0151
 PO0151                          SUPERSEDED SURVEY CONTROL
 PO0151
 PO0151  NGVD 29 (??/??/92)  280.410  (m)          919.98   (f) ADJ UNCH    2 0
 PO0151
 PO0151.Superseded values are not recommended for survey control.
 PO0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0151.See file dsdata.txt to determine how the superseded data were derived.
 PO0151
 PO0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ884958(NAD 83)
 PO0151_MARKER: DB = BENCH MARK DISK
 PO0151_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PO0151_SP_SET: PLATFORM
 PO0151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PO0151
 PO0151  HISTORY     - Date     Condition        Report By
 PO0151  HISTORY     - UNK      MONUMENTED       CGS
 PO0151  HISTORY     - 1934     GOOD             NGS
 PO0151  HISTORY     - 1959     GOOD             FAS
 PO0151
 PO0151                          STATION DESCRIPTION
 PO0151
 PO0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PO0151'IN MILLSTON.
 PO0151'IN MILLSTON AT THE CHICAGO MINNEAPOLIS ST PAUL AND OMAHA RR DEPOT
 PO0151'1 FOOT SOUTH OF SOUTH END OF DEPOT 20 FEET WEST OF CENTER OF
 PO0151'SOUTHBOUND TRACK IN NORTH END OF CONCRETE CURB AROUND CINDER
 PO0151'STATION PLATFORM
 PO0151
 PO0151                          STATION RECOVERY (1959)
 PO0151
 PO0151'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1959
 PO0151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0582 ***********************************************************************
 PO0582  DESIGNATION -  MILLSTON LOOKOUT
 PO0582  PID         -  PO0582
 PO0582  STATE/COUNTY-  WI/JACKSON
 PO0582  USGS QUAD   -  MILLSTON (1983)
 PO0582
 PO0582                         *CURRENT SURVEY CONTROL
 PO0582  ___________________________________________________________________
 PO0582* NAD 83(1991)-  44 09 42.92558(N)    090 39 28.66378(W)     ADJUSTED  
 PO0582* NAVD 88     -                                                        
 PO0582  ___________________________________________________________________
 PO0582  LAPLACE CORR-          -6.57  (seconds)                    DEFLEC99
 PO0582  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 PO0582
 PO0582  HORZ ORDER  -  THIRD
 PO0582
 PO0582.The horizontal coordinates were established by classical geodetic methods
 PO0582.and adjusted by the National Geodetic Survey in March 1999..
 PO0582
 PO0582
 PO0582.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0582
 PO0582.The geoid height was determined by GEOID03.
 PO0582
 PO0582;                    North         East     Units Scale Factor Converg.
 PO0582;SPC WI C     -    36,725.762   547,370.733   MT  1.00001782   -0 27 51.3
 PO0582;SPC WI C     -   120,491.10  1,795,832.15   sFT  1.00001782   -0 27 51.3
 PO0582;SPC WI S     -   240,386.749   547,370.549   MT  1.00002074   -0 27 07.5
 PO0582;SPC WI S     -   788,668.86  1,795,831.54   sFT  1.00002074   -0 27 07.5
 PO0582;UTM  15      - 4,892,524.783   687,260.981   MT  1.00003129   +1 37 55.7
 PO0582
 PO0582                          SUPERSEDED SURVEY CONTROL
 PO0582
 PO0582  NAD 83(1991)-  44 09 42.92572(N)    090 39 28.66321(W) AD(       ) 4
 PO0582  NAD 83(1986)-  44 09 42.92315(N)    090 39 28.67015(W) AD(       ) 4
 PO0582  NAD 27      -  44 09 43.05900(N)    090 39 28.18300(W) AD(       ) 3
 PO0582
 PO0582.Superseded values are not recommended for survey control.
 PO0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0582.See file dsdata.txt to determine how the superseded data were derived.
 PO0582
 PO0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ8726192525(NAD 83)
 PO0582_MARKER: 57 = LOOKOUT TOWER
 PO0582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PO0582+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2005
 PO0582
 PO0582  HISTORY     - Date     Condition        Report By
 PO0582  HISTORY     - 1934     FIRST OBSERVED   CGS
 PO0582  HISTORY     - 20050506 GOOD             GEOCAC
 PO0582
 PO0582                          STATION DESCRIPTION
 PO0582
 PO0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 PO0582'THIS STATION IS THE CENTER OF THE MILLSTON FIRE LOOKOUT TOWER
 PO0582'OF THE WISCONSIN DEPARTMENT OF CONSERVATION.  IT IS A STANDARD
 PO0582'SQUARE SKELETON STEEL TOWER WITH AN ENCLOSED CABIN ON TOP.
 PO0582'IT IS 40 FEET HIGH AND WAS ERECTED IN 1933.
 PO0582'
 PO0582'THE TOWER IS ABOUT 2-1/4 MILES SOUTH-SOUTHWEST OF MILLSTON,
 PO0582'AND ABOUT 8-1/2 MILES WEST-NORTHWEST OF WARRENS, IN THE
 PO0582'SE 1/4 SE 1/4 OF SEC. 31, T. 20 N., R. 2 W., ON THE HIGHEST
 PO0582'PART OF THE HILL.
 PO0582
 PO0582                          STATION RECOVERY (2005)
 PO0582
 PO0582'RECOVERY NOTE BY GEOCACHING 2005 (KC)
 PO0582'DISK IS SOLID AND IN GOOD CONDITION. THE FIRE TOWER HAS BEEN REMOVED,
 PO0582' 
 PO0582'BUT THE ORIGINAL FOUR SUPPORT LEGS REMAIN EMBEDDED IN THE GROUND. THE
 PO0582' 
 PO0582'DISK IS IN THE CENTER OF THE LEG ARRAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC9057 ***********************************************************************
 AC9057  DESIGNATION -  MILLTOWN
 AC9057  PID         -  AC9057
 AC9057  STATE/COUNTY-  WI/POLK
 AC9057  USGS QUAD   -  LUCK (1983)
 AC9057
 AC9057                         *CURRENT SURVEY CONTROL
 AC9057  ___________________________________________________________________
 AC9057* NAD 83(1997)-  45 32 27.20703(N)    092 27 21.81147(W)     ADJUSTED  
 AC9057* NAVD 88     -       384.7    (meters)    1262.     (feet)  GPS OBS   
 AC9057  ___________________________________________________________________
 AC9057  X           -    -191,773.770 (meters)                     COMP
 AC9057  Y           -  -4,471,023.637 (meters)                     COMP
 AC9057  Z           -   4,529,908.264 (meters)                     COMP
 AC9057  LAPLACE CORR-          -9.28  (seconds)                    DEFLEC99
 AC9057  ELLIP HEIGHT-         356.99  (meters)          (09/30/02) GPS OBS
 AC9057  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 AC9057
 AC9057  HORZ ORDER  -  FIRST
 AC9057  ELLP ORDER  -  SECOND    CLASS I
 AC9057
 AC9057.The horizontal coordinates were established by GPS observations
 AC9057.and adjusted by the National Geodetic Survey in September 2002..
 AC9057
 AC9057.The orthometric height was determined by GPS observations and a
 AC9057.high-resolution geoid model.
 AC9057
 AC9057.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9057
 AC9057.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9057
 AC9057.The ellipsoidal height was determined by GPS observations
 AC9057.and is referenced to NAD 83.
 AC9057
 AC9057.The geoid height was determined by GEOID03.
 AC9057
 AC9057;                    North         East     Units Scale Factor Converg.
 AC9057;SPC WI C     -   192,650.888   408,205.906   MT  1.00000804   -1 43 58.6
 AC9057;SPC WI C     -   632,055.46  1,339,255.54   sFT  1.00000804   -1 43 58.6
 AC9057;UTM  15      - 5,043,183.251   542,465.607   MT  0.99962217   +0 23 17.7
 AC9057
 AC9057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9057!SPC WI C     -   0.99994404  x   1.00000804  =   0.99995207
 AC9057!UTM  15      -   0.99994404  x   0.99962217  =   0.99956623
 AC9057
 AC9057                          SUPERSEDED SURVEY CONTROL
 AC9057
 AC9057  NAD 83(1991)-  45 32 27.20663(N)    092 27 21.80970(W) AD(       ) 1
 AC9057  ELLIP H (06/10/97)  357.01   (m)                       GP(       ) 2 1
 AC9057
 AC9057.Superseded values are not recommended for survey control.
 AC9057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9057.See file dsdata.txt to determine how the superseded data were derived.
 AC9057
 AC9057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4246643183(NAD 83)
 AC9057_MARKER: DD = SURVEY DISK
 AC9057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9057_STAMPING: MILLTOWN 240
 AC9057_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC9057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9057+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2005
 AC9057
 AC9057  HISTORY     - Date     Condition        Report By
 AC9057  HISTORY     - 1995     MONUMENTED       WI-095
 AC9057  HISTORY     - 20051104 GOOD             WIDT
 AC9057
 AC9057                          STATION DESCRIPTION
 AC9057
 AC9057'DESCRIBED BY POLK COUNTY WISCONSIN 1995 (TEC)
 AC9057'THE STATION IS LOCATED 2 MI (3.2 KM) EAST OF THE VILLAGE OF MILLTOWN,
 AC9057'WISCONSIN IN THE SOUTHWEST QUARTER OF SOUTHEAST QUARTER OF SECTION 3,
 AC9057'T.  35N., R.17W., 4TH P.M.  TOWN OF MILLTOWN, POLK COUNTY.  TO REACH
 AC9057'THE STATION BEGIN WHERE STATE HIGHWAY 46 INTERSECTS STATE HIGHWAY 35,
 AC9057'GO NORTH ALONG STATE HIGHWAY 35 .3 MI (0.5 KM) TO THE INTERSECTION OF
 AC9057'STATE HIGHWAY 35 AND 230TH AVENUE, GO EAST 1.6 MI (2.6 KM) TO THE
 AC9057'STATION.  THE STATION IS LOCATED 25.5 FEET (7.8 M) NORTH OF CENTERLINE
 AC9057'OF 230TH AVENUE, 72 FEET (21.9 M) EAST OF CENTERLINE DRIVE, 33.5 FEET
 AC9057'(10.2 M) EAST OF PHONE JET BOX, 472 FEET (143.9 M) EAST OF CENTERLINE
 AC9057'OF 145TH STREET.  THE STATION IS A BRASS CAP, SET IN A 1.3 FOOT (0.4
 AC9057'M) DIAMETER BY 6 FOOT (1.8 M) DEEP CONCRETE MONUMENT FLUSH WITH GROUND
 AC9057'SURFACE.  A PLASTIC WITNESS POST IS SET 2 FEET (0.6 M) FROM THE
 AC9057'STATION.
 AC9057
 AC9057                          STATION RECOVERY (2005)
 AC9057
 AC9057'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AC9057'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.0 M NORTH, 0.8 M
 AC9057'SOUTHEAST, AND 1.0 M SOUTHWEST OF THREE ORANGE 4X4 PLASTIC GUARD
 AC9057'POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC9114 ***********************************************************************
 AC9114  DESIGNATION -  MILLTOWN C
 AC9114  PID         -  AC9114
 AC9114  STATE/COUNTY-  WI/POLK
 AC9114  USGS QUAD   -  BALSAM LAKE (1978)
 AC9114
 AC9114                         *CURRENT SURVEY CONTROL
 AC9114  ___________________________________________________________________
 AC9114* NAD 83(1997)-  45 29 45.18398(N)    092 28 05.23570(W)     ADJUSTED  
 AC9114* NAVD 88     -       368.4    (meters)    1209.     (feet)  GPS OBS   
 AC9114  ___________________________________________________________________
 AC9114  X           -    -192,868.236 (meters)                     COMP
 AC9114  Y           -  -4,474,537.421 (meters)                     COMP
 AC9114  Z           -   4,526,391.479 (meters)                     COMP
 AC9114  LAPLACE CORR-          -9.95  (seconds)                    DEFLEC99
 AC9114  ELLIP HEIGHT-         340.56  (meters)          (09/30/02) GPS OBS
 AC9114  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 AC9114
 AC9114  HORZ ORDER  -  FIRST
 AC9114  ELLP ORDER  -  SECOND    CLASS I
 AC9114
 AC9114.The horizontal coordinates were established by GPS observations
 AC9114.and adjusted by the National Geodetic Survey in September 2002..
 AC9114
 AC9114.The orthometric height was determined by GPS observations and a
 AC9114.high-resolution geoid model.
 AC9114
 AC9114.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9114
 AC9114.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9114
 AC9114.The ellipsoidal height was determined by GPS observations
 AC9114.and is referenced to NAD 83.
 AC9114
 AC9114.The geoid height was determined by GEOID03.
 AC9114
 AC9114;                    North         East     Units Scale Factor Converg.
 AC9114;SPC WI C     -   187,679.642   407,112.238   MT  0.99999922   -1 44 29.2
 AC9114;SPC WI C     -   615,745.63  1,335,667.40   sFT  0.99999922   -1 44 29.2
 AC9114;UTM  15      - 5,038,176.847   541,557.020   MT  0.99962123   +0 22 45.6
 AC9114
 AC9114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9114!SPC WI C     -   0.99994661  x   0.99999922  =   0.99994583
 AC9114!UTM  15      -   0.99994661  x   0.99962123  =   0.99956786
 AC9114
 AC9114                          SUPERSEDED SURVEY CONTROL
 AC9114
 AC9114  NAD 83(1991)-  45 29 45.18357(N)    092 28 05.23391(W) AD(       ) 1
 AC9114  ELLIP H (06/10/97)  340.58   (m)                       GP(       ) 2 1
 AC9114
 AC9114.Superseded values are not recommended for survey control.
 AC9114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9114.See file dsdata.txt to determine how the superseded data were derived.
 AC9114
 AC9114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL4155738177(NAD 83)
 AC9114_MARKER: DD = SURVEY DISK
 AC9114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9114_STAMPING: MILLTOWN C. 472
 AC9114_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC9114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9114+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2005
 AC9114
 AC9114  HISTORY     - Date     Condition        Report By
 AC9114  HISTORY     - 1995     MONUMENTED       WI-095
 AC9114  HISTORY     - 20051106 GOOD             WIDT
 AC9114
 AC9114                          STATION DESCRIPTION
 AC9114
 AC9114'DESCRIBED BY POLK COUNTY WISCONSIN 1995 (TEC)
 AC9114'THE STATION IS LOCATED 1 MI (1.6 KM) EAST AND 2.13 MI (3.43 KM) SOUTH
 AC9114'OF VILLAGE OF MILLTOWN, WISCONSIN IN THE NORTHWEST QUARTER OF
 AC9114'NORTHWEST QUARTER OF SECTION 27, T.35N., R.17W., 4TH P.M.  TOWN OF
 AC9114'MILLTOWN, POLK COUNTY.  TO REACH THE STATION FROM THE VILLAGE OF
 AC9114'MILLTOWN START AT WHERE HIGHWAY 46 INTERSECTS COUNTY TRUNK HIGHWAY G
 AC9114'(TO THE WEST) , FOLLOW STATE HIGHWAY 46 EAST 1 MI, (1.6 KM) CONTINUE
 AC9114'SOUTH ALONG STATE HIGHWAY 46 2.13 MI (3.43 KM) TO THE STATION.  THE
 AC9114'STATION IS LOCATED 77 FEET (23.5 M) EAST OF CENTERLINE OF STATE
 AC9114'HIGHWAY 46, 38 FEET (11.6 M) SOUTH OF CENTERLINE OF FIELD DRIVE TO
 AC9114'EAST, 685 FEET (208.8 M) SOUTH OF CENTERLINE 200TH AVENUE, NEAR TOP OF
 AC9114'WESTERLY SLOPE OF HIGHWAY CUT.  THE STATION IS A BRASS CAP, SET IN A
 AC9114'1.3 FOOT (0.4 M) DIAMETER BY 6 FOOT (1.8 M) DEEP CONCRETE MONUMENT
 AC9114'FLUSH WITH GROUND SURFACE.  A PLASTIC WITNESS POST IS SET 2 FEET (0.6
 AC9114'M) FROM THE STATION.
 AC9114
 AC9114                          STATION RECOVERY (2005)
 AC9114
 AC9114'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AC9114'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 58.0 M
 AC9114'NORTH-NORTHEAST OF A --CROSSROAD AHEAD-- SIGN POST AND 1.0 M EAST, 1.0
 AC9114'M SOUTHWEST, AND 1.0 M NORTHWEST OF THREE ORANGE 4X4 PLASTIC GUARD
 AC9114'POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON1096 ***********************************************************************
 ON1096  DESIGNATION -  MILLVILLE
 ON1096  PID         -  ON1096
 ON1096  STATE/COUNTY-  WI/GRANT
 ON1096  USGS QUAD   -  WAUZEKA WEST (1983)
 ON1096
 ON1096                         *CURRENT SURVEY CONTROL
 ON1096  ___________________________________________________________________
 ON1096* NAD 83(1991)-  43 00 57.33150(N)    090 59 03.01529(W)     ADJUSTED  
 ON1096* NAVD 88     -       352.     (meters)    1155.     (feet)  SCALED    
 ON1096  ___________________________________________________________________
 ON1096  LAPLACE CORR-          -5.87  (seconds)                    DEFLEC99
 ON1096  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 ON1096
 ON1096  HORZ ORDER  -  SECOND
 ON1096
 ON1096.The horizontal coordinates were established by classical geodetic methods
 ON1096.and adjusted by the National Geodetic Survey in March 1999..
 ON1096
 ON1096.The orthometric height was scaled from a topographic map.
 ON1096
 ON1096.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1096
 ON1096.The geoid height was determined by GEOID03.
 ON1096
 ON1096;                    North         East     Units Scale Factor Converg.
 ON1096;SPC WI S     -   113,333.068   519,775.950   MT  0.99995503   -0 40 34.4
 ON1096;SPC WI S     -   371,826.91  1,705,298.26   sFT  0.99995503   -0 40 34.4
 ON1096;SPC IA N     - 1,171,437.709 1,705,052.458   MT  0.99996381   +1 42 18.3
 ON1096;UTM  15      - 4,764,555.063   664,266.869   MT  0.99993196   +1 22 31.8
 ON1096
 ON1096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1096!SPC WI S     -   0.99994983  x   0.99995503  =   0.99990486
 ON1096!SPC IA N     -   0.99994983  x   0.99996381  =   0.99991364
 ON1096!UTM  15      -   0.99994983  x   0.99993196  =   0.99988179
 ON1096
 ON1096:                Primary Azimuth Mark                     Grid Az
 ON1096:SPC WI S     -  ST LAWRENCE O TOOLE CATH CH              094 48 43.8
 ON1096:SPC IA N     -  ST LAWRENCE O TOOLE CATH CH              092 25 51.1
 ON1096:UTM  15      -  ST LAWRENCE O TOOLE CATH CH              092 45 37.6
 ON1096
 ON1096|---------------------------------------------------------------------|
 ON1096| PID    Reference Object                     Distance      Geod. Az  |
 ON1096|                                                           dddmmss.s |
 ON1096| ON1094 ST LAWRENCE O TOOLE CATH CH         APPROX.13.7 KM 0940809.4 |
 ON1096| CI9344 MILLVILLE RM 1                        9.035 METERS 09655     |
 ON1096| CI9345 MILLVILLE RM 2                        8.302 METERS 18342     |
 ON1096| CI9346 MILLVILLE 2 AZ MK                                  2010843.1 |
 ON1096| CI9343 MILLVILLE AZ MK                                    2011950.9 |
 ON1096| ON1097 MILLVILLE 2                           4.490 METERS 26354     |
 ON1096|---------------------------------------------------------------------|
 ON1096
 ON1096                          SUPERSEDED SURVEY CONTROL
 ON1096
 ON1096  NAD 83(1991)-  43 00 57.32786(N)    090 59 03.01344(W) AD(       ) 2
 ON1096  NAD 83(1986)-  43 00 57.32399(N)    090 59 03.01532(W) AD(       ) 2
 ON1096  NAD 27      -  43 00 57.37950(N)    090 59 02.55720(W) AD(       ) 2
 ON1096
 ON1096.Superseded values are not recommended for survey control.
 ON1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1096.See file dsdata.txt to determine how the superseded data were derived.
 ON1096
 ON1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH6426764555(NAD 83)
 ON1096_MARKER: DS = TRIANGULATION STATION DISK
 ON1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1096
 ON1096  HISTORY     - Date     Condition        Report By
 ON1096  HISTORY     - 1958     MONUMENTED       CGS
 ON1096  HISTORY     - 1966     SEE DESCRIPTION  CGS
 ON1096  HISTORY     - 19980930 MARK NOT FOUND   USPSQD
 ON1096
 ON1096                          STATION DESCRIPTION
 ON1096
 ON1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 ON1096'THE STATION IS ON THE WISCONSIN RIVER BLUFF ABOUT 6 MILES
 ON1096'NORTH OF PATCH GROVE AND 7 MILES SOUTHWEST OF WAUZEKA IN
 ON1096'THE NORTHEAST QUARTER OF SECTION 8, T-6-N, R-5-W ON THE
 ON1096'ROAD RIGHT-OF-WAY.  IT IS 389 FEET SOUTHEAST OF A FENCE CORNER,
 ON1096'31 FEET WEST OF A WIRE FENCE, 31 FEET NORTHWEST OF A WHITE
 ON1096'WITNESS POST, AND 12 FEET WEST OF THE CENTERLINE OF A GRAVELED
 ON1096'ROAD.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MILLVILLE
 ON1096'1958.
 ON1096'
 ON1096'TO REACH THE STATION FROM THE CENTER OF THE BRIDGE ACROSS
 ON1096'THE WISCONSIN RIVER, ABOUT 0.65 MILE SOUTH OF BRIDGEPORT,
 ON1096'GO SOUTH AND SOUTHEAST ON U.S. HIGHWAY 18 FOR 2.6 MILES TO
 ON1096'A GRAVELED SIDE ROAD LEFT.  TURN LEFT AND GO NORTHEAST ON
 ON1096'THE GRAVELED ROAD FOR 1.9 MILES TO A REVERSE Y-FORK.  TURN
 ON1096'SHARP LEFT AND GO NORTH ON A GRAVELED ROAD FOR 1.3 MILE TO THE
 ON1096'AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH ON THE GRAVELED
 ON1096'ROAD FOR 0.35 MILE TO THE STATION ON THE LEFT.
 ON1096'
 ON1096'REFERENCE MARK 1 IS 17 FEET EAST OF THE CENTERLINE OF A
 ON1096'GRAVELED ROAD, 1 FOOT WEST OF A WIRE FENCE, AND 5 FEET
 ON1096'NORTH OF A WHITE WITNESS POST.  THE MONUMENT PROJECTS 2
 ON1096'INCHES AND THE DISK IS STAMPED MILLVILLE NO 1 1958.
 ON1096'
 ON1096'REFERENCE MARK 2 IS 31 FEET WEST OF A WIRE FENCE, 13 FEET
 ON1096'WEST OF THE CENTERLINE OF THE GRAVELED ROAD, AND 36 FEET
 ON1096'SOUTHWEST OF THE WHITE WITNESS POST.  THE MONUMENT IS FLUSH
 ON1096'AND THE DISK IS STAMPED MILLVILLE NO 2 1958.
 ON1096'
 ON1096'THE AZIMUTH MARK IS 39 FEET NORTHEAST OF A FENCE CORNER,
 ON1096'15 FEET SOUTHEAST OF THE CENTERLINE OF A GRAVELED ROAD, 1
 ON1096'FOOT NORTHWEST OF A WIRE FENCE, AND 4 FEET NORTHEAST OF A
 ON1096'WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS
 ON1096'STAMPED MILLVILLE 1958.
 ON1096'
 ON1096'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 ON1096
 ON1096                          STATION RECOVERY (1966)
 ON1096
 ON1096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 ON1096'THE STATION MARK (SURFACE), REFERENCE MARKS AND AZIMUTH
 ON1096'MARK WERE FOUND UP-ROOTED BY ROAD GRADING AT THIS TIME.  THE
 ON1096'SUB-SURFACE STATION MARK WAS FOUND IN GOOD CONDITION AND
 ON1096'THIS POINT ALONG WITH AN INTERSECTION STATION WAS USED IN
 ON1096'ESTABLISHING A NEW STATION NEAR BY.  THE MARK AT THE PRESENT TIME
 ON1096'IS 36 INCHES BELOW THE SURFACE OF THE ROAD AND ON THE EXTREME
 ON1096'WEST EDGE OF THE ROAD.  THE UNDERGROUND MARK WAS LEFT INTACT
 ON1096'AT THIS TIME.
 ON1096'
 ON1096'FOR ANY FURTHER REFERENCE TO THIS STATION, SEE THE DESCRIPTION
 ON1096'TO TRIANGULATION STATION MILLVILLE 2 1966.
 ON1096'
 ON1096'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 ON1096'
 ON1096'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 ON1096'SOUTHEAST OF BRIDGEPORT
 ON1096
 ON1096                          STATION RECOVERY (1998)
 ON1096
 ON1096'RECOVERY NOTE BY US POWER SQUADRON 1998
 ON1096'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON1097 ***********************************************************************
 ON1097  DESIGNATION -  MILLVILLE 2
 ON1097  PID         -  ON1097
 ON1097  STATE/COUNTY-  WI/GRANT
 ON1097  USGS QUAD   -  WAUZEKA WEST (1983)
 ON1097
 ON1097                         *CURRENT SURVEY CONTROL
 ON1097  ___________________________________________________________________
 ON1097* NAD 83(1991)-  43 00 57.31603(N)    090 59 03.21245(W)     ADJUSTED  
 ON1097* NAVD 88     -       352.     (meters)    1155.     (feet)  SCALED    
 ON1097  ___________________________________________________________________
 ON1097  LAPLACE CORR-          -5.87  (seconds)                    DEFLEC99
 ON1097  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 ON1097
 ON1097  HORZ ORDER  -  THIRD
 ON1097
 ON1097.The horizontal coordinates were established by classical geodetic methods
 ON1097.and adjusted by the National Geodetic Survey in March 1999..
 ON1097.No horizontal observational check was made to the station.
 ON1097
 ON1097.The orthometric height was scaled from a topographic map.
 ON1097
 ON1097.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1097
 ON1097.The geoid height was determined by GEOID03.
 ON1097
 ON1097;                    North         East     Units Scale Factor Converg.
 ON1097;SPC WI S     -   113,332.643   519,771.481   MT  0.99995503   -0 40 34.6
 ON1097;SPC WI S     -   371,825.51  1,705,283.60   sFT  0.99995503   -0 40 34.6
 ON1097;SPC IA N     - 1,171,437.099 1,705,048.010   MT  0.99996381   +1 42 18.2
 ON1097;UTM  15      - 4,764,554.478   664,262.418   MT  0.99993194   +1 22 31.7
 ON1097
 ON1097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1097!SPC WI S     -   0.99994983  x   0.99995503  =   0.99990486
 ON1097!SPC IA N     -   0.99994983  x   0.99996381  =   0.99991364
 ON1097!UTM  15      -   0.99994983  x   0.99993194  =   0.99988177
 ON1097
 ON1097|---------------------------------------------------------------------|
 ON1097| PID    Reference Object                     Distance      Geod. Az  |
 ON1097|                                                           dddmmss.s |
 ON1097| ON1096 MILLVILLE                             4.490 METERS 08354     |
 ON1097| ON1094 ST LAWRENCE O TOOLE CATH CH         APPROX.13.7 KM 0940757.3 |
 ON1097| CI9347 MILLVILLE 2 RM 3                     15.434 METERS 09522     |
 ON1097| CI9349 MILLVILLE 2 RM 5                     15.406 METERS 09546     |
 ON1097| CI9350 MILLVILLE 2 RM 6                      5.346 METERS 17540     |
 ON1097| CI9348 MILLVILLE 2 RM 4                      6.426 METERS 18603     |
 ON1097| CI9346 MILLVILLE 2 AZ MK                                  2004639.4 |
 ON1097|---------------------------------------------------------------------|
 ON1097
 ON1097                          SUPERSEDED SURVEY CONTROL
 ON1097
 ON1097  NAD 83(1991)-  43 00 57.31239(N)    090 59 03.21060(W) AD(       ) 3
 ON1097  NAD 83(1986)-  43 00 57.30852(N)    090 59 03.21248(W) AD(       ) 3
 ON1097  NAD 27      -  43 00 57.36410(N)    090 59 02.75440(W) AD(       ) 3
 ON1097
 ON1097.Superseded values are not recommended for survey control.
 ON1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1097.See file dsdata.txt to determine how the superseded data were derived.
 ON1097
 ON1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH6426264554(NAD 83)
 ON1097_MARKER: DS = TRIANGULATION STATION DISK
 ON1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1097_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ON1097
 ON1097  HISTORY     - Date     Condition        Report By
 ON1097  HISTORY     - 1966     MONUMENTED       CGS
 ON1097  HISTORY     - 1974     GOOD             WIDT
 ON1097  HISTORY     - 1977     GOOD             NGS
 ON1097  HISTORY     - 19920801 GOOD             USPSQD
 ON1097  HISTORY     - 19980930 GOOD             USPSQD
 ON1097
 ON1097                          STATION DESCRIPTION
 ON1097
 ON1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 ON1097'STATION IS ON THE WISCONSIN RIVER BLUFF ABOUT 6 MILES NORTH
 ON1097'OF PATCH GROVE, 2 MILES SOUTHEAST OF BRIDGEPORT, IN THE
 ON1097'NORTHEAST QUARTER OF SECTION 8, T-6-N, R-5-W, AND ON ROAD
 ON1097'RIGHT-OF-WAY.
 ON1097'
 ON1097'TO REACH THE STATION FROM THE CENTER OF THE BRIDGE ACROSS
 ON1097'THE WISCONSIN RIVER AT BRIDGEPORT, GO SOUTH AND SOUTHEAST
 ON1097'ON U.S. HIGHWAY 18 FOR 2.6 MILES TO A SIDE ROAD LEFT.  TURN
 ON1097'LEFT ON THE GRAVELED ROAD AND GO NORTHEAST FOR 1.9 MILES
 ON1097'TO A REVERSE Y-FORK.  TURN LEFT ON THE GRADED ROAD AND GO
 ON1097'NORTHERLY FOR 1.3 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 ON1097'CONTINUE NORTHERLY ON THE GRADED ROAD FOR 0.35 MILE TO THE
 ON1097'STATION ON THE LEFT AS DESCRIBED.
 ON1097'
 ON1097'STATION IS 24 FEET WEST OF THE CENTERLINE OF THE ROAD, 1 FOOT
 ON1097'SOUTHEAST OF A METAL WITNESS POST AND NEAR THE CENTER AND
 ON1097'HIGHEST POINT OF THE NORTH-SOUTH RIDGE.  THE MONUMENT IS
 ON1097'FLUSH AND THE DISK IS STAMPED MILLVILLE 2 1966.
 ON1097'
 ON1097'REFERENCE MARK 3 IS 22 FEET EAST OF THE CENTERLINE OF THE
 ON1097'ROAD, AND 51 FEET EAST OF THE METAL WITNESS POST.  THE MONUMENT
 ON1097'PROJECTS 2 INCHES AND THE DISK IS STAMPED MILLVILLE 2 NO 3
 ON1097'1966.
 ON1097'
 ON1097'REFERENCE MARK 4 IS 22 FEET WEST OF THE CENTERLINE OF THE
 ON1097'ROAD AND 22 FEET SOUTH OF THE METAL WITNESS POST.  THE MONUMENT
 ON1097'IS FLUSH AND THE DISK IS STAMPED MILLVILLE 2 NO 4 1966.
 ON1097'
 ON1097'MILLVILLE 1958 IS 15 FEET EAST OF THE METAL WITNESS POST
 ON1097'AND 12 FEET WEST OF THE CENTERLINE OF THE ROAD.  THE MONUMENT
 ON1097'IS 36 INCHES BELOW THE ROADS SURFACE AND THE DISK IS STAMPED
 ON1097'MILLVILLE 1958.
 ON1097'
 ON1097'THE AZIMUTH MARK IS 21 FEET EAST OF THE CENTERLINE OF THE
 ON1097'ROAD, 7 FEET NORTHEAST OF A POWER POLE AND 1 FOOT NORTHEAST
 ON1097'OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND
 ON1097'THE DISK IS STAMPED MILLVILLE 2 1966.
 ON1097'
 ON1097'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 ON1097
 ON1097                          STATION RECOVERY (1974)
 ON1097
 ON1097'RECOVERY NOTE BY WI DEPT OF TRANSP 1974 (KHH)
 ON1097'MILLVILLE 2 APPARENTLY O.K.
 ON1097'
 ON1097'REF MK. 2 TIPPED TO SIDE - HIT BY SOMETHING.
 ON1097'
 ON1097'REF MK 1 FOUND LAYING IN FIELD - DISC GONE.
 ON1097'
 ON1097'SHOULD BE RE-REFERENCED.
 ON1097'
 ON1097'AZ MARK FOUND IN GOOD SHAPE.
 ON1097
 ON1097                          STATION RECOVERY (1977)
 ON1097
 ON1097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 ON1097'THE STATION MARK AND THE AZIMUTH MARK FOUND IN GOOD
 ON1097'CONDITION.  REFERENCE MARK 3 WAS FOUND TILTED BADLY TO THE
 ON1097'WEST.  THE MARK WAS DUG AROUND AND STRAIGHTENED UPRIGHT AND
 ON1097'REFERENCE MARK 5 WAS SET USING THE SAME MONUMENT.  REFERENCE MARK
 ON1097'4 WAS FOUND COMPLETELY DESTROYED, THE DISK WAS SALVAGED AND
 ON1097'REFERENCE MARK 6 WAS ESTABLISHED.
 ON1097'
 ON1097'THE PREVIOUS DESCRIPTION IS ADEQUATE FOR RECOVERY OF THE STATION
 ON1097'WITH THE ADDITION OF THE BELOW ADDITIONS.
 ON1097'
 ON1097'THE STATION IS 24 FEET WEST OF THE CENTERLINE OF THE ROAD, 2
 ON1097'FEET SOUTHEAST OF A METAL WITNESS POST AND 1 FOOT NORTHEAST OF
 ON1097'A METAL WITNESS POST.  THE MARK IS FLUSH AND THE DISK STAMPED
 ON1097'MILLVILLE 2 1966.
 ON1097'
 ON1097'REFERENCE MARK 5 IS 24 FEET EAST OF THE CENTERLINE OF THE ROAD
 ON1097'AND 0.5 FOOT SOUTHEAST OF A METAL WITNESS POST.  THE MONUMENT
 ON1097'IS FLUSH AND THE DISK STAMPED MILLVILLE 2 1966 NO 5 1977.
 ON1097'
 ON1097'REFERENCE MARK 6 IS 25 FEET WEST OF THE CENTERLINE OF THE ROAD
 ON1097'AND 1 FOOT NORTHEAST OF A METAL WITNESS POST.  THE MONUMENT
 ON1097'PROJECTS 2 INCHES AND THE DISK STAMPED MILLVILLE 2 1966 NO 6 1977.
 ON1097'
 ON1097'A METAL WITNESS POST WAS SET 1 FOOT NORTHEAST OF THE AZIMUTH MARK.
 ON1097'
 ON1097'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 ON1097'
 ON1097'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 ON1097'2 MILES SOUTHEAST OF BRIDGEPORT.
 ON1097
 ON1097                          STATION RECOVERY (1992)
 ON1097
 ON1097'RECOVERY NOTE BY US POWER SQUADRON 1992 (DAH)
 ON1097'RECOVERED IN GOOD CONDITION.
 ON1097
 ON1097                          STATION RECOVERY (1998)
 ON1097
 ON1097'RECOVERY NOTE BY US POWER SQUADRON 1998
 ON1097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5332 ***********************************************************************
 DH5332  DESIGNATION -  MILLVILLE N GPS
 DH5332  PID         -  DH5332
 DH5332  STATE/COUNTY-  WI/GRANT
 DH5332  USGS QUAD   -  WAUZEKA WEST (1983)
 DH5332
 DH5332                         *CURRENT SURVEY CONTROL
 DH5332  ___________________________________________________________________
 DH5332* NAD 83(1997)-  43 02 19.90522(N)    090 57 16.95970(W)     ADJUSTED  
 DH5332* NAVD 88     -                                                        
 DH5332  ___________________________________________________________________
 DH5332  X           -     -77,797.363 (meters)                     COMP
 DH5332  Y           -  -4,668,478.616 (meters)                     COMP
 DH5332  Z           -   4,330,769.390 (meters)                     COMP
 DH5332  LAPLACE CORR-          -6.07  (seconds)                    DEFLEC99
 DH5332  ELLIP HEIGHT-         162.80  (meters)          (08/01/05) GPS OBS
 DH5332  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 DH5332
 DH5332  HORZ ORDER  -  FIRST
 DH5332  ELLP ORDER  -  SECOND    CLASS I
 DH5332
 DH5332.The horizontal coordinates were established by GPS observations
 DH5332.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5332
 DH5332
 DH5332.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5332
 DH5332.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5332
 DH5332.The ellipsoidal height was determined by GPS observations
 DH5332.and is referenced to NAD 83.
 DH5332
 DH5332.The geoid height was determined by GEOID03.
 DH5332
 DH5332;                    North         East     Units Scale Factor Converg.
 DH5332;SPC WI S     -   115,853.027   522,206.419   MT  0.99995244   -0 39 21.5
 DH5332;SPC WI S     -   380,094.47  1,713,272.23   sFT  0.99995244   -0 39 21.5
 DH5332;UTM  15      - 4,767,160.387   666,605.510   MT  0.99994148   +1 23 46.4
 DH5332
 DH5332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5332!SPC WI S     -   0.99997447  x   0.99995244  =   0.99992691
 DH5332!UTM  15      -   0.99997447  x   0.99994148  =   0.99991595
 DH5332
 DH5332                          SUPERSEDED SURVEY CONTROL
 DH5332
 DH5332.No superseded survey control is available for this station.
 DH5332
 DH5332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH6660667160(NAD 83)
 DH5332_MARKER: DD = SURVEY DISK
 DH5332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5332_STAMPING: MILLVILLE N GPS 2004
 DH5332_MARK LOGO: WIDT  
 DH5332_PROJECTION: FLUSH
 DH5332_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5332+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5332
 DH5332  HISTORY     - Date     Condition        Report By
 DH5332  HISTORY     - 2003     MONUMENTED       WIDT
 DH5332
 DH5332                          STATION DESCRIPTION
 DH5332
 DH5332'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5332'OWNERSHIP--GRANT COUNTY.  TO REACH THE STATION FROM THE  JUNCTION OF
 DH5332'US HIGHWAY 18 AND STATE HIGHWAY 35 WITH COUNTY HIGHWAY C ABOUT 5 MI
 DH5332'SOUTHEAST OF THE CITY OF PRAIRIE DU CHIEN, GO NORTHEAST ON COUNTY
 DH5332'HIGHWAY C FOR 5.3 MI  TO BARKER HOLLOW ROAD ON THE RIGHT, CONTINUE
 DH5332'NORTHEAST ON COUNTY HIGHWAY C FOR 0.45  MI TO THE STATION ON THE
 DH5332'RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH5332'TRANSPORTATION GEODETIC  SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH5332'A 41-CM DIAMETER CONCRETE POST ABOUT  LEVEL WITH THE HIGHWAY PAVEMENT.
 DH5332'THE STATION IS 11.5 M SOUTHEAST OF THE CENTERLINE OF  COUNTY HIGHWAY
 DH5332'C, 88.5 M NORTHEAST OF A POWERPOLE, 77 M SOUTHWEST OF THE  SOUTHEAST
 DH5332'WINGWALL OF BOX CULVERT --C-22-90-62--, 3.5 M NORTHWEST OF TELEPHONE
 DH5332'PEDESTAL  --1100 47--, 1.0 M SOUTH OF AN ORANGE 4X4  PLASTIC WITNESS
 DH5332'POST, 1.0 M NORTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS POST AND 1.0 M
 DH5332'WEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION
 DH5332'HAS NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE
 DH5332'THE HORIZON EXCEPT FOR TREES TO  THE NORTHWEST EXTENDING TO 30 DEGREES
 DH5332'ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5334 ***********************************************************************
 DH5334  DESIGNATION -  MILLVILLE S GPS
 DH5334  PID         -  DH5334
 DH5334  STATE/COUNTY-  WI/GRANT
 DH5334  USGS QUAD   -  BLOOMINGTON (1978)
 DH5334
 DH5334                         *CURRENT SURVEY CONTROL
 DH5334  ___________________________________________________________________
 DH5334* NAD 83(1997)-  42 59 39.03714(N)    090 58 13.04015(W)     ADJUSTED  
 DH5334* NAVD 88     -                                                        
 DH5334  ___________________________________________________________________
 DH5334  X           -     -79,126.054 (meters)                     COMP
 DH5334  Y           -  -4,671,964.595 (meters)                     COMP
 DH5334  Z           -   4,327,252.510 (meters)                     COMP
 DH5334  LAPLACE CORR-          -5.80  (seconds)                    DEFLEC99
 DH5334  ELLIP HEIGHT-         328.31  (meters)          (08/01/05) GPS OBS
 DH5334  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 DH5334
 DH5334  HORZ ORDER  -  FIRST
 DH5334  ELLP ORDER  -  SECOND    CLASS I
 DH5334
 DH5334.The horizontal coordinates were established by GPS observations
 DH5334.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5334
 DH5334
 DH5334.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5334
 DH5334.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5334
 DH5334.The ellipsoidal height was determined by GPS observations
 DH5334.and is referenced to NAD 83.
 DH5334
 DH5334.The geoid height was determined by GEOID03.
 DH5334
 DH5334;                    North         East     Units Scale Factor Converg.
 DH5334;SPC WI S     -   110,903.981   520,879.368   MT  0.99995764   -0 40 00.1
 DH5334;SPC WI S     -   363,857.48  1,708,918.39   sFT  0.99995764   -0 40 00.1
 DH5334;UTM  15      - 4,762,167.083   665,456.506   MT  0.99993679   +1 23 03.9
 DH5334
 DH5334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5334!SPC WI S     -   0.99994852  x   0.99995764  =   0.99990616
 DH5334!UTM  15      -   0.99994852  x   0.99993679  =   0.99988531
 DH5334
 DH5334                          SUPERSEDED SURVEY CONTROL
 DH5334
 DH5334.No superseded survey control is available for this station.
 DH5334
 DH5334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH6545762167(NAD 83)
 DH5334_MARKER: DD = SURVEY DISK
 DH5334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5334_STAMPING: MILLVILLE S GPS 2004
 DH5334_MARK LOGO: WIDT  
 DH5334_PROJECTION: FLUSH
 DH5334_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5334+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5334
 DH5334  HISTORY     - Date     Condition        Report By
 DH5334  HISTORY     - 2003     MONUMENTED       WIDT
 DH5334
 DH5334                          STATION DESCRIPTION
 DH5334
 DH5334'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5334'OWNERSHIP--TOWN OF MILLVILLE.  TO REACH THE STATION FROM THE JUNCTION
 DH5334'OF US HIGHWAY 18  AND STATE HIGHWAY 35 WITH COUNTY HIGHWAY C ABOUT 5
 DH5334'MI SOUTHEAST FROM THE CITY OF  PRAIRIE DU CHIEN, GO SOUTHEAST ON US
 DH5334'HIGHWAY 18 AND STATE HIGHWAY 35 FOR 1.9 MI TO  CAMPBELL HOLLOW ROAD ON
 DH5334'THE LEFT, TURN LEFT AND GO NORTHEAST ON CAMPBELL HOLLOW  ROAD FOR 2.0
 DH5334'MI TO CAMPBELL RIDGE ROAD ON THE RIGHT, TURN RIGHT AND GO EAST ON
 DH5334'CAMPBELL  RIDGE ROAD FOR 1.5 MI TO BARKER HOLLOW ROAD ON THE LEFT AND
 DH5334'MILITARY RIDGE ROAD AHEAD,  CONTINUE EAST ON MILITARY RIDGE ROAD FOR
 DH5334'0.1 MI TO THE STATION ON THE LEFT.  THE STATION IS  A BRONZE WISCONSIN
 DH5334'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION  DISK SET
 DH5334'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD
 DH5334'PAVEMENT.  THE STATION IS 7.5 M NORTH OF THE CENTERLINE OF MILITARY
 DH5334'RIDGE ROAD, 140 M EAST  OF PRIVATE ENTRANCE --11092--, 2 M SOUTH OF A
 DH5334'CULTIVATED FIELD, 1.0 M EAST-NORTHEAST OF AN  ORANGE 4X4 PLASTIC
 DH5334'WITNESS POST, 1.0 M SOUTH OF AN ORANGE 4X4 PLASTIC WITNESS POST, AND
 DH5334'1.0 M WEST-NORTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DH5334'---NOTE---THIS STATION HAS  NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DH5334'THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1297 ***********************************************************************
 NH1297  DESIGNATION -  MILTON
 NH1297  PID         -  NH1297
 NH1297  STATE/COUNTY-  WI/ROCK
 NH1297  USGS QUAD   -  MILTON (1976)
 NH1297
 NH1297                         *CURRENT SURVEY CONTROL
 NH1297  ___________________________________________________________________
 NH1297* NAD 83(1991)-  42 47 40.60908(N)    088 56 10.70404(W)     ADJUSTED  
 NH1297* NAVD 88     -       290.     (meters)     951.     (feet)  SCALED    
 NH1297  ___________________________________________________________________
 NH1297  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 NH1297  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 NH1297
 NH1297  HORZ ORDER  -  THIRD
 NH1297
 NH1297.The horizontal coordinates were established by classical geodetic methods
 NH1297.and adjusted by the National Geodetic Survey in November 1991..
 NH1297
 NH1297.The orthometric height was scaled from a topographic map.
 NH1297
 NH1297.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1297
 NH1297.The geoid height was determined by GEOID03.
 NH1297
 NH1297;                    North         East     Units Scale Factor Converg.
 NH1297;SPC WI S     -    88,829.669   687,019.527   MT  0.99998821   +0 43 51.1
 NH1297;SPC WI S     -   291,435.34  2,253,996.56   sFT  0.99998821   +0 43 51.1
 NH1297;UTM  16      - 4,739,825.593   341,647.808   MT  0.99990850   -1 18 56.7
 NH1297
 NH1297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1297!SPC WI S     -   0.99995985  x   0.99998821  =   0.99994806
 NH1297!UTM  16      -   0.99995985  x   0.99990850  =   0.99986836
 NH1297
 NH1297:                Primary Azimuth Mark                     Grid Az
 NH1297:SPC WI S     -  MILTON AZ MK                             004 49 17.5
 NH1297:UTM  16      -  MILTON AZ MK                             006 52 05.3
 NH1297
 NH1297|---------------------------------------------------------------------|
 NH1297| PID    Reference Object                     Distance      Geod. Az  |
 NH1297|                                                           dddmmss.s |
 NH1297| CI9351 MILTON AZ MK                                       0053308.6 |
 NH1297| CI9352 MILTON RM 1                           9.713 METERS 02113     |
 NH1297| NH1296 MILTON MUNICIPAL TANK               APPROX. 2.6 KM 1964009.9 |
 NH1297| CI9353 MILTON RM 2                           9.130 METERS 25344     |
 NH1297|---------------------------------------------------------------------|
 NH1297
 NH1297                          SUPERSEDED SURVEY CONTROL
 NH1297
 NH1297  NAD 83(1986)-  42 47 40.60293(N)    088 56 10.70882(W) AD(       ) 3
 NH1297  NAD 27      -  42 47 40.57000(N)    088 56 10.30810(W) AD(       ) 3
 NH1297
 NH1297.Superseded values are not recommended for survey control.
 NH1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1297.See file dsdata.txt to determine how the superseded data were derived.
 NH1297
 NH1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4164839826(NAD 83)
 NH1297_MARKER: DS = TRIANGULATION STATION DISK
 NH1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1297
 NH1297  HISTORY     - Date     Condition        Report By
 NH1297  HISTORY     - 1957     MONUMENTED       CGS
 NH1297  HISTORY     - 19980613 MARK NOT FOUND   USPSQD
 NH1297  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH1297  HISTORY     - 20060906 MARK NOT FOUND   GEOCAC
 NH1297
 NH1297                          STATION DESCRIPTION
 NH1297
 NH1297'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1297'THE STATION IS ABOUT 1-1/4 MILES NORTH OF THE TOWN OF MILTON,
 NH1297'IN A PASTURE ON THE TOP OF A LARGE HILL WHICH HAS A FEW
 NH1297'LARGE BOULDERS NEAR THE TOP.  IT IS ON PROPERTY OWNED BY
 NH1297'MR. LOUIS WENSLAFF, WHO LIVES ON THE PROPERTY.  IT IS 52
 NH1297'FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 26, 19 FEET
 NH1297'WEST OF A POWER LINE POLE, 9 FEET WEST OF A WHITE WITNESS
 NH1297'POST AND WIRE FENCE, AND 15 FEET NORTHWEST OF A FENCE CORNER.
 NH1297'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MILTON 1957.
 NH1297'
 NH1297'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 NH1297'59 AND 26 AT THE NORTHEAST EDGE OF MILTON, GO EAST AND NORTH
 NH1297'ON STATE HIGHWAY 26 FOR 1.3 MILES TO THE STATION ON THE
 NH1297'LEFT, WEST SIDE OF THE HIGHWAY.
 NH1297'
 NH1297'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 NH1297'STATE HIGHWAY 26 FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 NH1297'
 NH1297'REFERENCE MARK 1 IS 40 FEET WEST OF THE CENTER LINE OF STATE
 NH1297'HIGHWAY 26, 1 FOOT WEST OF THE FENCE, AND 43 FEET NORTH
 NH1297'OF THE FENCE CORNER.  THE MONUMENT PROJECTS 2 INCHES AND
 NH1297'THE DISK IS STAMPED MILTON NO 1 1957.
 NH1297'
 NH1297'REFERENCE MARK 2 IS 36 FEET WEST OF THE FENCE CORNER, AND
 NH1297'3 FEET NORTH OF AN EAST-WEST FENCE.  THE MONUMENT PROJECTS
 NH1297'2 INCHES AND THE DISK IS STAMPED MILTON NO 2 1957.
 NH1297'
 NH1297'THE AZIMUTH MARK IS ON HIGHWAY PROPERTY 32 FEET EAST OF
 NH1297'THE CENTER LINE OF STATE HIGHWAY 26, 2 FEET WEST OF FENCE
 NH1297'ALONG RIGHT OF WAY, 4 FEET NORTH OF A WHITE WITNESS POST,
 NH1297'AND 3 FEET SOUTHEAST OF A TELEPHONE POLE.  THE MONUMENT
 NH1297'IS FLUSH AND THE DISK IS STAMPED MILTON 1957.
 NH1297'
 NH1297'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NH1297
 NH1297                          STATION RECOVERY (1998)
 NH1297
 NH1297'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH1297'MARK NOT FOUND.
 NH1297
 NH1297                          STATION RECOVERY (2001)
 NH1297
 NH1297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1297'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH1297
 NH1297                          STATION RECOVERY (2006)
 NH1297
 NH1297'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 NH1297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4917 ***********************************************************************
 DG4917  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4917  DESIGNATION -  MILTON GPS
 DG4917  PID         -  DG4917
 DG4917  STATE/COUNTY-  WI/ROCK
 DG4917  USGS QUAD   -  MILTON (1976)
 DG4917
 DG4917                         *CURRENT SURVEY CONTROL
 DG4917  ___________________________________________________________________
 DG4917* NAD 83(1997)-  42 49 26.45601(N)    088 56 19.97170(W)     ADJUSTED  
 DG4917* NAVD 88     -       254.54   (meters)     835.1    (feet)  GPS OBS   
 DG4917  ___________________________________________________________________
 DG4917  X           -      86,769.229 (meters)                     COMP
 DG4917  Y           -  -4,684,622.852 (meters)                     COMP
 DG4917  Z           -   4,313,333.046 (meters)                     COMP
 DG4917  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 DG4917  ELLIP HEIGHT-         220.55  (meters)          (04/02/04) GPS OBS
 DG4917  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 DG4917
 DG4917  HORZ ORDER  -  FIRST
 DG4917  ELLP ORDER  -  FOURTH    CLASS I
 DG4917
 DG4917.The horizontal coordinates were established by GPS observations
 DG4917.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4917
 DG4917.The orthometric height was determined by GPS observations and a
 DG4917.high-resolution geoid model using precise GPS observation and
 DG4917.processing techniques.
 DG4917
 DG4917.Photographs are available for this station.
 DG4917
 DG4917.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4917
 DG4917.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4917
 DG4917.The ellipsoidal height was determined by GPS observations
 DG4917.and is referenced to NAD 83.
 DG4917
 DG4917.The geoid height was determined by GEOID03.
 DG4917
 DG4917;                    North         East     Units Scale Factor Converg.
 DG4917;SPC WI S     -    92,092.905   686,767.372   MT  0.99998295   +0 43 44.8
 DG4917;SPC WI S     -   302,141.47  2,253,169.29   sFT  0.99998295   +0 43 44.8
 DG4917;UTM  16      - 4,743,095.502   341,512.383   MT  0.99990903   -1 19 05.6
 DG4917
 DG4917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4917!SPC WI S     -   0.99996541  x   0.99998295  =   0.99994836
 DG4917!UTM  16      -   0.99996541  x   0.99990903  =   0.99987445
 DG4917
 DG4917                          SUPERSEDED SURVEY CONTROL
 DG4917
 DG4917.No superseded survey control is available for this station.
 DG4917
 DG4917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4151243096(NAD 83)
 DG4917_MARKER: DD = SURVEY DISK
 DG4917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4917_STAMPING: MILTON GPS 1992
 DG4917_MARK LOGO: WI-055
 DG4917_PROJECTION: FLUSH
 DG4917_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4917+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2006
 DG4917
 DG4917  HISTORY     - Date     Condition        Report By
 DG4917  HISTORY     - 1992     MONUMENTED       WI-055
 DG4917  HISTORY     - 20060906 GOOD             GEOCAC
 DG4917
 DG4917                          STATION DESCRIPTION
 DG4917
 DG4917'DESCRIBED BY JEFFERSON COUNTY WISCONSIN 1992 (DJH)
 DG4917'THE STATION IS LOCATED ABOUT 46 KM SOUTHEAST OF MADISON, 17 KM
 DG4917'NORTH-NORTHEAST OF JANESVILLE AND 5 KM NORTH OF MILTON.
 DG4917'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DG4917'STATION FROM THE JUNCTION OF STATE HIGHWAY 26 WITH STATE HIGHWAY 59
 DG4917'WEST IN THE CITY OF MILTON, GO NORTH ON STATE HIGHWAY 26 FOR 5.2 KM TO
 DG4917'COUNTY HIGHWAY N, TURN LEFT AND GO WEST ON COUNTY HIGHWAY N FOR 0.6 KM
 DG4917'TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE JEFFERSON COUNTY
 DG4917'GEODETIC CONTROL MARKER SET IN THE TOP OF A 35-CM DIAMETER CONCRETE
 DG4917'POST SET TO A DEPTH OF 1.8 M AND ABOUT LEVEL WITH THE HIGHWAY
 DG4917'PAVEMENT.  THE STATION IS 12.6 M NORTH OF THE CENTERLINE OF COUNTY
 DG4917'HIGHWAY N, 0.3 KM EAST OF PRIVATE ENTRANCE --TARA 5126--, 59 M WEST OF
 DG4917'THE EXTENDED CENTERLINE OF A FIELD ENTRANCE, AND 35.7 M WEST-SOUTHWEST
 DG4917'OF A METAL POST FOR A --WARNING FIBER OPTIC CABLE-- SIGN.
 DG4917'---NOTE---THE STATION IS 1.0 M SOUTH, EAST AND WEST OF AN ORANGE 4X4
 DG4917'PLASTIC  WITNESS POST.  ---NOTE2---THIS STATION HAS NO VISIBLE
 DG4917'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DG4917' 
 DG4917'
 DG4917
 DG4917                          STATION RECOVERY (2006)
 DG4917
 DG4917'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 DG4917'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1296 ***********************************************************************
 NH1296  DESIGNATION -  MILTON MUNICIPAL TANK
 NH1296  PID         -  NH1296
 NH1296  STATE/COUNTY-  WI/ROCK
 NH1296  USGS QUAD   -  MILTON (1976)
 NH1296
 NH1296                         *CURRENT SURVEY CONTROL
 NH1296  ___________________________________________________________________
 NH1296* NAD 83(1991)-  42 46 18.62569(N)    088 56 44.02447(W)     ADJUSTED  
 NH1296* NAVD 88     -                                                        
 NH1296  ___________________________________________________________________
 NH1296  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 NH1296  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 NH1296
 NH1296  HORZ ORDER  -  THIRD
 NH1296
 NH1296.The horizontal coordinates were established by classical geodetic methods
 NH1296.and adjusted by the National Geodetic Survey in November 1991..
 NH1296
 NH1296
 NH1296.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1296
 NH1296.The geoid height was determined by GEOID03.
 NH1296
 NH1296;                    North         East     Units Scale Factor Converg.
 NH1296;SPC WI S     -    86,290.442   686,294.360   MT  0.99999246   +0 43 28.2
 NH1296;SPC WI S     -   283,104.56  2,251,617.41   sFT  0.99999246   +0 43 28.2
 NH1296;UTM  16      - 4,737,314.080   340,832.500   MT  0.99991169   -1 19 17.3
 NH1296
 NH1296                          SUPERSEDED SURVEY CONTROL
 NH1296
 NH1296  NAD 83(1986)-  42 46 18.61968(N)    088 56 44.02928(W) AD(       ) 4
 NH1296  NAD 27      -  42 46 18.58600(N)    088 56 43.62900(W) AD(       ) 3
 NH1296
 NH1296.Superseded values are not recommended for survey control.
 NH1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1296.See file dsdata.txt to determine how the superseded data were derived.
 NH1296
 NH1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4083337314(NAD 83)
 NH1296_MARKER: 53 = ELEVATED TANK
 NH1296
 NH1296  HISTORY     - Date     Condition        Report By
 NH1296  HISTORY     - 1957     FIRST OBSERVED   CGS
 NH1296  HISTORY     - 19950821 GOOD             USPSQD
 NH1296  HISTORY     - 20010331 GOOD             NGS
 NH1296  HISTORY     - 20060906 MARK NOT FOUND   GEOCAC
 NH1296
 NH1296                          STATION DESCRIPTION
 NH1296
 NH1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1296'THE STATION IS THE FINIAL AT THE APEX OF THE WATER TANK IN
 NH1296'THE CITY OF MILTON, WISCONSIN.  IT IS LOCATED IN THE SOUTHWEST
 NH1296'SECTION OF TOWN, 0.1 MILE SOUTH OF THE INTERSECTION OF ROGERS
 NH1296'STREET AND HIGH STREET AND 120 FEET WEST OF THE CENTERLINE OF
 NH1296'ROGERS STREET.  THE TOWER IS A FOUR LEGGED STRUCTURE AND IS
 NH1296'ALUMINUM IN COLOR.  TOTAL HEIGHT IS APPROXIMATELY 140 FEET.
 NH1296
 NH1296                          STATION RECOVERY (1995)
 NH1296
 NH1296'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1296'RECOVERED IN GOOD CONDITION.
 NH1296
 NH1296                          STATION RECOVERY (2001)
 NH1296
 NH1296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1296'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH1296
 NH1296                          STATION RECOVERY (2006)
 NH1296
 NH1296'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 NH1296'THERE IS NO TANK AT THE LOCATION OF THE PUBLISHED COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4990 ***********************************************************************
 DG4990  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4990  DESIGNATION -  MILTON W GPS
 DG4990  PID         -  DG4990
 DG4990  STATE/COUNTY-  WI/ROCK
 DG4990  USGS QUAD   -  EDGERTON (1971)
 DG4990
 DG4990                         *CURRENT SURVEY CONTROL
 DG4990  ___________________________________________________________________
 DG4990* NAD 83(1997)-  42 47 22.16389(N)    089 00 42.30799(W)     ADJUSTED  
 DG4990* NAVD 88     -       263.58   (meters)     864.8    (feet)  GPS OBS   
 DG4990  ___________________________________________________________________
 DG4990  X           -      80,856.126 (meters)                     COMP
 DG4990  Y           -  -4,687,342.046 (meters)                     COMP
 DG4990  Z           -   4,310,525.260 (meters)                     COMP
 DG4990  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 DG4990  ELLIP HEIGHT-         229.62  (meters)          (04/02/04) GPS OBS
 DG4990  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 DG4990
 DG4990  HORZ ORDER  -  FIRST
 DG4990  ELLP ORDER  -  FOURTH    CLASS I
 DG4990
 DG4990.The horizontal coordinates were established by GPS observations
 DG4990.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4990
 DG4990.The orthometric height was determined by GPS observations and a
 DG4990.high-resolution geoid model using precise GPS observation and
 DG4990.processing techniques.
 DG4990
 DG4990.Photographs are available for this station.
 DG4990
 DG4990.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4990
 DG4990.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4990
 DG4990.The ellipsoidal height was determined by GPS observations
 DG4990.and is referenced to NAD 83.
 DG4990
 DG4990.The geoid height was determined by GEOID03.
 DG4990
 DG4990;                    North         East     Units Scale Factor Converg.
 DG4990;SPC WI S     -    88,184.595   680,854.459   MT  0.99998915   +0 40 44.5
 DG4990;SPC WI S     -   289,318.96  2,233,770.00   sFT  0.99998915   +0 40 44.5
 DG4990;UTM  16      - 4,739,401.092   335,464.058   MT  0.99993307   -1 22 00.8
 DG4990
 DG4990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4990!SPC WI S     -   0.99996399  x   0.99998915  =   0.99995314
 DG4990!UTM  16      -   0.99996399  x   0.99993307  =   0.99989706
 DG4990
 DG4990                          SUPERSEDED SURVEY CONTROL
 DG4990
 DG4990.No superseded survey control is available for this station.
 DG4990
 DG4990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3546439401(NAD 83)
 DG4990_MARKER: DD = SURVEY DISK
 DG4990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4990_STAMPING: MILTON W GPS 2002
 DG4990_MARK LOGO: WIDT  
 DG4990_PROJECTION: FLUSH
 DG4990_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4990_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4990+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2006
 DG4990
 DG4990  HISTORY     - Date     Condition        Report By
 DG4990  HISTORY     - 2001     MONUMENTED       WIDT
 DG4990  HISTORY     - 20060906 GOOD             GEOCAC
 DG4990
 DG4990                          STATION DESCRIPTION
 DG4990
 DG4990'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4990'THE STATION IS LOCATED ABOUT 21 KM SOUTHWEST OF FORT ATKINSON, 12 KM
 DG4990'NORTH OF JANESVILLE, AND 7 KM SOUTHEAST OF EDGERTON.  OWNERSHIP--TOWN
 DG4990'OF MILTON.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 51
 DG4990'(MAIN STREET) WITH STATE HIGHWAY 59 (FULTON STREET) IN THE CITY OF
 DG4990'EDGERTON, GO SOUTH ON US HIGHWAY 51 (MAIN STREET) FOR 5.1 KM TO COUNTY
 DG4990'HIGHWAY M ON THE LEFT AND FULTON-CENTER DRIVE ON THE RIGHT, TURN LEFT
 DG4990'AND GO EAST ON COUNTY HIGHWAY M FOR 3.5 KM TO NEWVILLE ROAD, CONTINUE
 DG4990'EAST ON COUNTY HIGHWAY M FOR 0.2 KM TO THE STATION ON THE LEFT.  THE
 DG4990'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DG4990'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DG4990'CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY
 DG4990'PAVEMENT.  THE STATION IS 13.2 M NORTH OF THE CENTERLINE OF COUNTY
 DG4990'HIGHWAY M, 0.6 KM WEST OF THE CENTERLINE OF INTERSTATE HIGHWAY 39 AND
 DG4990'INTERSTATE HIGHWAY 90, 43.0 M NORTHEAST OF POWER POLE --2E30W2A--,
 DG4990'41.3 M WEST OF A YELLOW WOOD --RIGHT OF WAY-- POST, AND 2 M SOUTH OF A
 DG4990'CULTIVATED FIELD.  ---NOTE---THE STATION IS SOUTHEAST, SOUTHWEST AND
 DG4990'NORTH OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE2---THIS STATION
 DG4990'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DG4990'HORIZON.
 DG4990' 
 DG4990'
 DG4990
 DG4990                          STATION RECOVERY (2006)
 DG4990
 DG4990'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 DG4990'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AF9485 ***********************************************************************
 AF9485  HT_MOD      -  This is a Height Modernization Survey Station.
 AF9485  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9485  DESIGNATION -  MILWAUKEE 1 CORS ARP
 AF9485  CORS_ID     -  MIL1
 AF9485  PID         -  AF9485
 AF9485  STATE/COUNTY-  WI/MILWAUKEE
 AF9485  USGS QUAD   -  MILWAUKEE (1971)
 AF9485
 AF9485                         *CURRENT SURVEY CONTROL
 AF9485  ___________________________________________________________________
 AF9485* NAD 83(CORS)-  43 00 09.10203(N)    087 53 18.38602(W)     ADJUSTED  
 AF9485* NAVD 88     -       183.52   (meters)     602.1    (feet)  GPS OBS   
 AF9485  ___________________________________________________________________
 AF9485  EPOCH DATE  -        2002.00
 AF9485  X           -     172,136.569 (meters)                     COMP
 AF9485  Y           -  -4,668,698.012 (meters)                     COMP
 AF9485  Z           -   4,327,808.418 (meters)                     COMP
 AF9485  ELLIP HEIGHT-         148.44  (meters)          (03/??/02) GPS OBS
 AF9485  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 AF9485
 AF9485  HORZ ORDER  -  SPECIAL (CORS)
 AF9485  ELLP ORDER  -  SPECIAL (CORS)
 AF9485
 AF9485.ITRF positions are available for this station.
 AF9485.The coordinates were established by GPS observations
 AF9485.and adjusted by the National Geodetic Survey in March 2002..
 AF9485.The coordinates are valid at the epoch date displayed above.
 AF9485.The epoch date for horizontal control is a decimal equivalence
 AF9485.of Year/Month/Day.
 AF9485
 AF9485.The orthometric height was determined by GPS observations and a
 AF9485.high-resolution geoid model using precise GPS observation and
 AF9485.processing techniques.
 AF9485
 AF9485.The PID for the CORS L1 Phase Center is AJ7856.
 AF9485
 AF9485.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9485
 AF9485.The ellipsoidal height was determined by GPS observations
 AF9485.and is referenced to NAD 83.
 AF9485
 AF9485.The geoid height was determined by GEOID03.
 AF9485
 AF9485;                    North         East     Units Scale Factor Converg.
 AF9485;SPC WI S     -   113,551.066   772,145.673   MT  0.99995662   +1 27 03.1
 AF9485;SPC WI S     -   372,542.12  2,533,281.26   sFT  0.99995662   +1 27 03.1
 AF9485
 AF9485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9485!SPC WI S     -   0.99997672  x   0.99995662  =   0.99993334
 AF9485
 AF9485                          SUPERSEDED SURVEY CONTROL
 AF9485
 AF9485  NAD 83(CORS)-  43 00 09.10193(N)    087 53 18.38672(W) AD(1997.00) c
 AF9485  NAD 83(CORS)-  43 00 09.10193(N)    087 53 18.38672(W) AD(1996.00) c
 AF9485  ELLIP H (04/??/96)  148.46   (m)                       GP(1997.00) c c
 AF9485  ELLIP H (04/??/96)  148.46   (m)                       GP(1996.00) c c
 AF9485
 AF9485.Superseded values are not recommended for survey control.
 AF9485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9485.See file dsdata.txt to determine how the superseded data were derived.
 AF9485
 AF9485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2758761478(NAD 83)
 AF9485_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9485
 AF9485                          STATION DESCRIPTION
 AF9485
 AF9485'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AF9485'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9485'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9485'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9485'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9485'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ7856 ***********************************************************************
 AJ7856  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7856  DESIGNATION -  MILWAUKEE 1 CORS L1 PHASE CENTER
 AJ7856  CORS_ID     -  MIL1
 AJ7856  PID         -  AJ7856
 AJ7856  STATE/COUNTY-  WI/MILWAUKEE
 AJ7856  USGS QUAD   -  MILWAUKEE (1971)
 AJ7856
 AJ7856                         *CURRENT SURVEY CONTROL
 AJ7856  ___________________________________________________________________
 AJ7856* NAD 83(CORS)-  43 00 09.10199(N)    087 53 18.38605(W)     ADJUSTED  
 AJ7856* NAVD 88     -                                                        
 AJ7856  ___________________________________________________________________
 AJ7856  EPOCH DATE  -        2002.00
 AJ7856  X           -     172,136.571 (meters)                     COMP
 AJ7856  Y           -  -4,668,698.072 (meters)                     COMP
 AJ7856  Z           -   4,327,808.472 (meters)                     COMP
 AJ7856  ELLIP HEIGHT-         148.52  (meters)          (03/??/02) GPS OBS
 AJ7856  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 AJ7856
 AJ7856  HORZ ORDER  -  SPECIAL (CORS)
 AJ7856  ELLP ORDER  -  SPECIAL (CORS)
 AJ7856
 AJ7856.ITRF positions are available for this station.
 AJ7856.The coordinates were established by GPS observations
 AJ7856.and adjusted by the National Geodetic Survey in March 2002..
 AJ7856.The coordinates are valid at the epoch date displayed above.
 AJ7856.The epoch date for horizontal control is a decimal equivalence
 AJ7856.of Year/Month/Day.
 AJ7856
 AJ7856
 AJ7856.The PID for the CORS ARP is AF9485.
 AJ7856
 AJ7856.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7856
 AJ7856.The ellipsoidal height was determined by GPS observations
 AJ7856.and is referenced to NAD 83.
 AJ7856
 AJ7856.The geoid height was determined by GEOID03.
 AJ7856
 AJ7856;                    North         East     Units Scale Factor Converg.
 AJ7856;SPC WI S     -   113,551.065   772,145.672   MT  0.99995662   +1 27 03.1
 AJ7856;SPC WI S     -   372,542.12  2,533,281.26   sFT  0.99995662   +1 27 03.1
 AJ7856
 AJ7856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7856!SPC WI S     -   0.99997671  x   0.99995662  =   0.99993333
 AJ7856
 AJ7856                          SUPERSEDED SURVEY CONTROL
 AJ7856
 AJ7856  NAD 83(CORS)-  43 00 09.10189(N)    087 53 18.38676(W) AD(1996.00) c
 AJ7856  NAD 83(CORS)-  43 00 09.10189(N)    087 53 18.38676(W) AD(1997.00) c
 AJ7856  ELLIP H (04/??/96)  148.55   (m)                       GP(1997.00) c c
 AJ7856  ELLIP H (04/??/96)  148.55   (m)                       GP(1996.00) c c
 AJ7856
 AJ7856.Superseded values are not recommended for survey control.
 AJ7856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7856.See file dsdata.txt to determine how the superseded data were derived.
 AJ7856
 AJ7856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2758761478(NAD 83)
 AJ7856_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ7856
 AJ7856                          STATION DESCRIPTION
 AJ7856
 AJ7856'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ7856'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7856'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7856'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7856'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7856'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AF9601 ***********************************************************************
 AF9601  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9601  DESIGNATION -  MILWAUKEE 2 CORS ARP
 AF9601  CORS_ID     -  MIL2
 AF9601  PID         -  AF9601
 AF9601  STATE/COUNTY-  WI/MILWAUKEE
 AF9601  USGS QUAD   -  MILWAUKEE (1971)
 AF9601
 AF9601                         *CURRENT SURVEY CONTROL
 AF9601  ___________________________________________________________________
 AF9601* NAD 83(CORS)-  43 00 08.48301(N)    087 53 17.55740(W)     ADJUSTED  
 AF9601* NAVD 88     -                                                        
 AF9601  ___________________________________________________________________
 AF9601  EPOCH DATE  -        2002.00
 AF9601  X           -     172,155.809 (meters)                     COMP
 AF9601  Y           -  -4,668,710.450 (meters)                     COMP
 AF9601  Z           -   4,327,794.550 (meters)                     COMP
 AF9601  ELLIP HEIGHT-         148.59  (meters)          (05/??/02) GPS OBS
 AF9601  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 AF9601
 AF9601  HORZ ORDER  -  SPECIAL (CORS)
 AF9601  ELLP ORDER  -  SPECIAL (CORS)
 AF9601
 AF9601.ITRF positions are available for this station.
 AF9601.The coordinates were established by GPS observations
 AF9601.and adjusted by the National Geodetic Survey in May 2002..
 AF9601.The coordinates are valid at the epoch date displayed above.
 AF9601.The epoch date for horizontal control is a decimal equivalence
 AF9601.of Year/Month/Day.
 AF9601
 AF9601
 AF9601.The PID for the CORS L1 Phase Center is CQ5992.
 AF9601
 AF9601.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9601
 AF9601.The ellipsoidal height was determined by GPS observations
 AF9601.and is referenced to NAD 83.
 AF9601
 AF9601.The geoid height was determined by GEOID03.
 AF9601
 AF9601;                    North         East     Units Scale Factor Converg.
 AF9601;SPC WI S     -   113,532.446   772,164.917   MT  0.99995664   +1 27 03.7
 AF9601;SPC WI S     -   372,481.03  2,533,344.40   sFT  0.99995664   +1 27 03.7
 AF9601
 AF9601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9601!SPC WI S     -   0.99997670  x   0.99995664  =   0.99993334
 AF9601
 AF9601                          SUPERSEDED SURVEY CONTROL
 AF9601
 AF9601  NAD 83(CORS)-  43 00 08.48256(N)    087 53 17.55721(W) AD(2002.00) c
 AF9601  ELLIP H (03/??/02)  148.62   (m)                       GP(2002.00) c c
 AF9601  NAD 83(CORS)-  43 00 08.48263(N)    087 53 17.55833(W) AD(1997.00) c
 AF9601  NAD 83(CORS)-  43 00 08.48263(N)    087 53 17.55833(W) AD(1996.00) c
 AF9601  ELLIP H (08/??/96)  148.63   (m)                       GP(1997.00) c c
 AF9601  ELLIP H (08/??/96)  148.63   (m)                       GP(1996.00) c c
 AF9601
 AF9601.Superseded values are not recommended for survey control.
 AF9601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9601.See file dsdata.txt to determine how the superseded data were derived.
 AF9601
 AF9601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2760661459(NAD 83)
 AF9601_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9601
 AF9601                          STATION DESCRIPTION
 AF9601
 AF9601'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AF9601'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9601'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9601'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9601'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9601'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 CQ5992 ***********************************************************************
 CQ5992  CORS        -  This is a GPS Continuously Operating Reference Station.
 CQ5992  DESIGNATION -  MILWAUKEE 2 CORS L1 PHASE CENTER
 CQ5992  CORS_ID     -  MIL2
 CQ5992  PID         -  CQ5992
 CQ5992  STATE/COUNTY-  WI/MILWAUKEE
 CQ5992  USGS QUAD   -  MILWAUKEE (1971)
 CQ5992
 CQ5992                         *CURRENT SURVEY CONTROL
 CQ5992  ___________________________________________________________________
 CQ5992* NAD 83(CORS)-  43 00 08.48297(N)    087 53 17.55743(W)     ADJUSTED  
 CQ5992* NAVD 88     -                                                        
 CQ5992  ___________________________________________________________________
 CQ5992  EPOCH DATE  -        2002.00
 CQ5992  X           -     172,155.810 (meters)                     COMP
 CQ5992  Y           -  -4,668,710.517 (meters)                     COMP
 CQ5992  Z           -   4,327,794.611 (meters)                     COMP
 CQ5992  ELLIP HEIGHT-         148.68  (meters)          (05/??/02) GPS OBS
 CQ5992  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 CQ5992
 CQ5992  HORZ ORDER  -  SPECIAL (CORS)
 CQ5992  ELLP ORDER  -  SPECIAL (CORS)
 CQ5992
 CQ5992.ITRF positions are available for this station.
 CQ5992.The coordinates were established by GPS observations
 CQ5992.and adjusted by the National Geodetic Survey in May 2002..
 CQ5992.The coordinates are valid at the epoch date displayed above.
 CQ5992.The epoch date for horizontal control is a decimal equivalence
 CQ5992.of Year/Month/Day.
 CQ5992
 CQ5992
 CQ5992.The PID for the CORS ARP is AF9601.
 CQ5992
 CQ5992.The XYZ, and position/ellipsoidal ht. are equivalent.
 CQ5992
 CQ5992.The ellipsoidal height was determined by GPS observations
 CQ5992.and is referenced to NAD 83.
 CQ5992
 CQ5992.The geoid height was determined by GEOID03.
 CQ5992
 CQ5992;                    North         East     Units Scale Factor Converg.
 CQ5992;SPC WI S     -   113,532.445   772,164.917   MT  0.99995664   +1 27 03.7
 CQ5992;SPC WI S     -   372,481.03  2,533,344.40   sFT  0.99995664   +1 27 03.7
 CQ5992
 CQ5992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ5992!SPC WI S     -   0.99997668  x   0.99995664  =   0.99993333
 CQ5992
 CQ5992                          SUPERSEDED SURVEY CONTROL
 CQ5992
 CQ5992  NAD 83(CORS)-  43 00 08.48252(N)    087 53 17.55725(W) AD(2002.00) c
 CQ5992  ELLIP H (03/??/02)  148.71   (m)                       GP(2002.00) c c
 CQ5992  NAD 83(CORS)-  43 00 08.48259(N)    087 53 17.55837(W) AD(1997.00) c
 CQ5992  NAD 83(CORS)-  43 00 08.48259(N)    087 53 17.55837(W) AD(1996.00) c
 CQ5992  ELLIP H (08/??/96)  148.71   (m)                       GP(1997.00) c c
 CQ5992  ELLIP H (08/??/96)  148.71   (m)                       GP(1996.00) c c
 CQ5992
 CQ5992.Superseded values are not recommended for survey control.
 CQ5992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CQ5992.See file dsdata.txt to determine how the superseded data were derived.
 CQ5992
 CQ5992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2760661459(NAD 83)
 CQ5992_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 CQ5992
 CQ5992                          STATION DESCRIPTION
 CQ5992
 CQ5992'DESCRIBED BY NATIONAL GEODETIC SURVEY
 CQ5992'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 CQ5992'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 CQ5992'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 CQ5992'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 CQ5992'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA8061 ***********************************************************************
 AA8061  TIDAL BM    -  This is a Tidal Bench Mark.
 AA8061  DESIGNATION -  MILWAUKEE A
 AA8061  PID         -  AA8061
 AA8061  STATE/COUNTY-  WI/MILWAUKEE
 AA8061  USGS QUAD   -  MILWAUKEE (1971)
 AA8061
 AA8061                         *CURRENT SURVEY CONTROL
 AA8061  ___________________________________________________________________
 AA8061* NAD 83(1997)-  43 00 10.03805(N)    087 53 20.56656(W)     ADJUSTED  
 AA8061* NAVD 88     -       180.251  (meters)     591.37   (feet)  ADJUSTED  
 AA8061  ___________________________________________________________________
 AA8061  X           -     172,086.400 (meters)                     COMP
 AA8061  Y           -  -4,668,677.769 (meters)                     COMP
 AA8061  Z           -   4,327,827.326 (meters)                     COMP
 AA8061  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 AA8061  ELLIP HEIGHT-         145.19  (meters)          (06/03/99) GPS OBS
 AA8061  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 AA8061  DYNAMIC HT  -         180.202 (meters)     591.21  (feet)  COMP
 AA8061  MODELED GRAV-     980,345.8   (mgal)                       NAVD 88
 AA8061
 AA8061  HORZ ORDER  -  A
 AA8061  VERT ORDER  -  SECOND    CLASS I
 AA8061  ELLP ORDER  -  FOURTH    CLASS I
 AA8061
 AA8061.This is a reference station for the MILWAUKEE 1
 AA8061.National Continuously Operating Reference Station (MIL1).
 AA8061
 AA8061.The horizontal coordinates were established by GPS observations
 AA8061.and adjusted by the National Geodetic Survey in June 1999..
 AA8061
 AA8061.The orthometric height was determined by differential leveling
 AA8061.and adjusted by the National Geodetic Survey in June 1998..
 AA8061.WARNING-GPS observations at this control monument resulted in a GPS
 AA8061.derived orthometric height which differed from the leveled height by
 AA8061.more than one decimeter (0.1 meter).
 AA8061
 AA8061.This Tidal Bench Mark is designated as VM 13212
 AA8061.by the Center for Operational Oceanographic Products and Services.
 AA8061
 AA8061.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8061
 AA8061.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8061
 AA8061.The ellipsoidal height was determined by GPS observations
 AA8061.and is referenced to NAD 83.
 AA8061
 AA8061.The geoid height was determined by GEOID03.
 AA8061
 AA8061.The dynamic height is computed by dividing the NAVD 88
 AA8061.geopotential number by the normal gravity value computed on the
 AA8061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA8061.degrees latitude (g = 980.6199 gals.).
 AA8061
 AA8061.The modeled gravity was interpolated from observed gravity values.
 AA8061
 AA8061;                    North         East     Units Scale Factor Converg.
 AA8061;SPC WI S     -   113,578.690   772,095.572   MT  0.99995659   +1 27 01.6
 AA8061;SPC WI S     -   372,632.75  2,533,116.89   sFT  0.99995659   +1 27 01.6
 AA8061;UTM  16      - 4,761,507.883   427,538.373   MT  0.99966459   -0 36 23.0
 AA8061
 AA8061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8061!SPC WI S     -   0.99997723  x   0.99995659  =   0.99993382
 AA8061!UTM  16      -   0.99997723  x   0.99966459  =   0.99964183
 AA8061
 AA8061|---------------------------------------------------------------------|
 AA8061| PID    Reference Object                     Distance      Geod. Az  |
 AA8061|                                                           dddmmss.s |
 AA8061| AA8062 MILWAUKEE B                         131.741 METERS 24639     |
 AA8061|---------------------------------------------------------------------|
 AA8061
 AA8061                          SUPERSEDED SURVEY CONTROL
 AA8061
 AA8061  NAD 83(1991)-  43 00 10.03863(N)    087 53 20.56682(W) AD(1995.00) A
 AA8061  ELLIP H (09/20/95)  145.23   (m)                       GP(1995.00) 2 1
 AA8061
 AA8061.Superseded values are not recommended for survey control.
 AA8061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8061.See file dsdata.txt to determine how the superseded data were derived.
 AA8061
 AA8061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2753861508(NAD 83)
 AA8061_MARKER: I = METAL ROD
 AA8061_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA8061_STAMPING: MILWAUKEE A 1994
 AA8061_MARK LOGO: NGS   
 AA8061_PROJECTION: FLUSH
 AA8061_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8061+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2005
 AA8061_ROD/PIPE-DEPTH: 3    meters
 AA8061_SLEEVE-DEPTH  : 0.9 meters
 AA8061
 AA8061  HISTORY     - Date     Condition        Report By
 AA8061  HISTORY     - 1994     MONUMENTED       NGS
 AA8061  HISTORY     - 19950805 GOOD             NOS
 AA8061  HISTORY     - 19960524 GOOD             NGS
 AA8061  HISTORY     - 20050801 GOOD             NGS
 AA8061  HISTORY     - 20060725 GOOD             GEOCAC
 AA8061
 AA8061                          STATION DESCRIPTION
 AA8061
 AA8061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8061'THE STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) SOUTHEAST OF DOWNTOWN
 AA8061'MILWAUKEE, 0.5 KM (0.30 MI) WEST FROM THE WEST EDGE OF LAKE MICHIGAN,
 AA8061'AT THE U.S.  COAST GUARD STATION, IN THE NORTH PART OF THE BASE,
 AA8061'BETWEEN FENCE AND PAVED STORAGE AREA.  OWNERSHIP--U.S.  COAST GUARD,
 AA8061'GROUP MILWAUKEE, 2420 SOUTH LINCOLN MEMORIAL DRIVE, MILWAUKEE WI
 AA8061'53207-1997.  CONTACT CWO2 PITTS FOR PERMISSION TO OCCUPY STATION,
 AA8061'PHONE 414-747-7122.  TO REACH THE STATION FROM THE JUNCTION OF
 AA8061'INTERSTATE HIGHWAYS 94, 43 AND 794 IN DOWNTOWN MILWAUKEE, GO EAST THEN
 AA8061'SOUTH FOR 3.55 MI (5.71 KM) ON INTERSTATE HIGHWAY 794 TO THE END OF
 AA8061'THE INTERSTATE HIGHWAY AND STOP SIGN.  TURN LEFT AND GO EAST FOR 0.15
 AA8061'MI (0.24 KM) ON CARFERRY ROAD TO LINCOLN MEMORIAL DRIVE AND THE COAST
 AA8061'GUARD FACILITY STRAIGHT AHEAD.  PASS THROUGH NORTH GATE AND GO 0.05 MI
 AA8061'(0.08 KM) ACROSS PARKING AREA TO GRASS AREA.  TURN LEFT AND GO NORTH
 AA8061'FOR 0.05 MI (0.08 KM) TO THE STATION.  LOCATED 15.8 M (51.8 FT)
 AA8061'SOUTHWEST FROM A FENCE, 9.7 M (31.8 FT) NORTHEAST FROM THE EAST EDGE
 AA8061'OF PAVEMENT AND 0.35 M (1.15 FT) SOUTHEAST FROM A WITNESS POST.
 AA8061
 AA8061                          STATION RECOVERY (1995)
 AA8061
 AA8061'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JRS)
 AA8061'RECOVERED AS DESCRIBED.
 AA8061
 AA8061                          STATION RECOVERY (1996)
 AA8061
 AA8061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (RPB)
 AA8061'RECOVERED AS DESCRIBED.
 AA8061
 AA8061                          STATION RECOVERY (2005)
 AA8061
 AA8061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (CFP)
 AA8061'MARK IS LOCATED IN THE NORTH PART OF THE US COAST GUARD BASE IN
 AA8061'MILWAUKEE WI BETWEEN A FENCE AND A PAVED STORAGE AREA. 45.28 M (148.56
 AA8061'FT) SSE OF THE NORTH FENCE AROUND THE COMPOUND, 31.55 M NORTH OF THE
 AA8061'NW CORNER OF A CONCRETE PAD.
 AA8061
 AA8061                          STATION RECOVERY (2006)
 AA8061
 AA8061'RECOVERY NOTE BY GEOCACHING 2006 (CT)
 AA8061'RECOVERED AT THE LISTED COORDINATES.  THE DUTY OFFICER SECTION MAY BE
 AA8061'REACHED AT 414-747-5555 TO ARRANGE FOR ACCESS AND/OR ESCORT ON THE
 AA8061'INSTALLATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0390 ***********************************************************************
 OL0390  DESIGNATION -  MILWAUKEE A BRADLEY CO CLKTWR
 OL0390  PID         -  OL0390
 OL0390  STATE/COUNTY-  WI/MILWAUKEE
 OL0390  USGS QUAD   -  MILWAUKEE (1971)
 OL0390
 OL0390                         *CURRENT SURVEY CONTROL
 OL0390  ___________________________________________________________________
 OL0390* NAD 83(1991)-  43 01 05.23271(N)    087 54 42.56370(W)     ADJUSTED  
 OL0390* NAVD 88     -                                                        
 OL0390  ___________________________________________________________________
 OL0390  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 OL0390  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 OL0390
 OL0390  HORZ ORDER  -  THIRD
 OL0390
 OL0390.The horizontal coordinates were established by classical geodetic methods
 OL0390.and adjusted by the National Geodetic Survey in November 1991..
 OL0390
 OL0390
 OL0390.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0390
 OL0390.The geoid height was determined by GEOID03.
 OL0390
 OL0390;                    North         East     Units Scale Factor Converg.
 OL0390;SPC WI S     -   115,234.587   770,196.421   MT  0.99995478   +1 26 05.3
 OL0390;SPC WI S     -   378,065.47  2,526,886.09   sFT  0.99995478   +1 26 05.3
 OL0390;UTM  16      - 4,763,230.377   425,700.411   MT  0.99966791   -0 37 19.6
 OL0390
 OL0390                          SUPERSEDED SURVEY CONTROL
 OL0390
 OL0390  NAD 83(1986)-  43 01 05.22093(N)    087 54 42.57545(W) AD(       ) 4
 OL0390  NAD 27      -  43 01 05.16400(N)    087 54 42.26900(W) AD(       ) 3
 OL0390
 OL0390.Superseded values are not recommended for survey control.
 OL0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0390.See file dsdata.txt to determine how the superseded data were derived.
 OL0390
 OL0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2570063230(NAD 83)
 OL0390_MARKER: 83 = FLAGSTAFF
 OL0390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0390+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2006
 OL0390
 OL0390  HISTORY     - Date     Condition        Report By
 OL0390  HISTORY     - 1953     FIRST OBSERVED   CGS
 OL0390  HISTORY     - 1971     GOOD             NGS
 OL0390  HISTORY     - 1975     GOOD             NGS
 OL0390  HISTORY     - 1977     GOOD             NGS
 OL0390  HISTORY     - 19961124 GOOD             USPSQD
 OL0390  HISTORY     - 20000226 GOOD             USPSQD
 OL0390  HISTORY     - 20050110 GOOD             GEOCAC
 OL0390  HISTORY     - 20060725 GOOD             GEOCAC
 OL0390
 OL0390                          STATION DESCRIPTION
 OL0390
 OL0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OL0390'THE STATION IS THE BASE OF A FLAGPOLE ATOP THE CUPOLA OF THE
 OL0390'ALLEN BRADLEY
 OL0390'MAUNFACTURING CO. LOCATED ON THE WEST SIDE OF SOUTH 1ST. STREET,
 OL0390'BETWEEN WEST SCOTT AND GREENFIELD
 OL0390'AVENUES, IN THE SOUTH BUSINESS SECTION OF MILWAUKEE.  IT IS A
 OL0390'10 FOOT SQUARE CONCRETE CUPOLA, EXTENDING
 OL0390'ABOUT 25 FEET ABOVE THE MAIN BUILDING.  THE
 OL0390'TOWER HAS A BLACK ROOF AND LARGE CLOCKS ON ALL SIDES.  THE
 OL0390'CLOCKS LIGHT UP AROUND THE FACE AND
 OL0390'NUMBERS IN RED NEON.  THE OVERALL HEIGHT OF THE STRUCTURE IS ABOUT 75
 OL0390'FEET.
 OL0390
 OL0390                          STATION RECOVERY (1971)
 OL0390
 OL0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JGR)
 OL0390'RECOVERED AS DESCRIBED IN 1953 DESCRIPTION.
 OL0390
 OL0390                          STATION RECOVERY (1975)
 OL0390
 OL0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CRL)
 OL0390'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION.  WHERE THE CLOCK
 OL0390'ONCE WAS, NOW ARE
 OL0390'LIGHTED NUMBERS OF THE TEMPERATURE.  THERE IS A
 OL0390'LARGER AND HIGHER CLOCK TOWER ABOUT
 OL0390'400 FEET TO THE NORTHWEST.
 OL0390'
 OL0390'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN MILWAUKEE
 OL0390
 OL0390                          STATION RECOVERY (1977)
 OL0390
 OL0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JVT)
 OL0390'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1975 DESCRIPTION.  THIS
 OL0390'POINT IS LOCALLY KNOWN AS THE ALLEN-BRADLEY TEMPERATURE TOWER.
 OL0390'
 OL0390'TOWER PHYSICALLY MOVED BY ALLEN-BRADLEY CO. ,AS REPORTED TO LSC
 OL0390'IN FALL OF 1977.
 OL0390
 OL0390                          STATION RECOVERY (1996)
 OL0390
 OL0390'RECOVERY NOTE BY US POWER SQUADRON 1996
 OL0390'RECOVERED IN GOOD CONDITION.
 OL0390
 OL0390                          STATION RECOVERY (2000)
 OL0390
 OL0390'RECOVERY NOTE BY US POWER SQUADRON 2000
 OL0390'RECOVERED IN GOOD CONDITION.
 OL0390
 OL0390                          STATION RECOVERY (2005)
 OL0390
 OL0390'RECOVERY NOTE BY GEOCACHING 2005 (CZ)
 OL0390'RECOVERED IN GOOD CONDITION.
 OL0390
 OL0390                          STATION RECOVERY (2006)
 OL0390
 OL0390'RECOVERY NOTE BY GEOCACHING 2006 (CT)
 OL0390'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0430 ***********************************************************************
 OL0430  DESIGNATION -  MILWAUKEE AMER CAN CO W STACK
 OL0430  PID         -  OL0430
 OL0430  STATE/COUNTY-  WI/MILWAUKEE
 OL0430  USGS QUAD   -  THIENSVILLE (1976)
 OL0430
 OL0430                         *CURRENT SURVEY CONTROL
 OL0430  ___________________________________________________________________
 OL0430* NAD 83(1991)-  43 07 38.33729(N)    087 56 57.98667(W)     ADJUSTED  
 OL0430* NAVD 88     -                                                        
 OL0430  ___________________________________________________________________
 OL0430  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 OL0430  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 OL0430
 OL0430  HORZ ORDER  -  THIRD
 OL0430
 OL0430.The horizontal coordinates were established by classical geodetic methods
 OL0430.and adjusted by the National Geodetic Survey in November 1991..
 OL0430
 OL0430
 OL0430.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0430
 OL0430.The geoid height was determined by GEOID03.
 OL0430
 OL0430;                    North         East     Units Scale Factor Converg.
 OL0430;SPC WI S     -   127,285.220   766,832.774   MT  0.99994392   +1 24 32.2
 OL0430;SPC WI S     -   417,601.59  2,515,850.53   sFT  0.99994392   +1 24 32.2
 OL0430;UTM  16      - 4,775,390.615   422,772.385   MT  0.99967337   -0 38 56.7
 OL0430
 OL0430                          SUPERSEDED SURVEY CONTROL
 OL0430
 OL0430  NAD 83(1986)-  43 07 38.32597(N)    087 56 57.99640(W) AD(       ) 4
 OL0430  NAD 27      -  43 07 38.28500(N)    087 56 57.67900(W) AD(       ) 3
 OL0430
 OL0430.Superseded values are not recommended for survey control.
 OL0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0430.See file dsdata.txt to determine how the superseded data were derived.
 OL0430
 OL0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2277275391(NAD 83)
 OL0430
 OL0430  HISTORY     - Date     Condition        Report By
 OL0430  HISTORY     - 1953     MONUMENTED       CGS
 OL0430  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OL0430  HISTORY     - 1989     GOOD             USPSQD
 OL0430  HISTORY     - 20021023 MARK NOT FOUND   USPSQD
 OL0430  HISTORY     - 20021125 MARK NOT FOUND   USPSQD
 OL0430
 OL0430                          STATION DESCRIPTION
 OL0430
 OL0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OL0430'STATION IS THE CENTER OF THE TOP OF THE TALLEST AND MOST WESTERLY
 OL0430'OF TWO ROUND
 OL0430'YELLOW BRICK STACKS, LOCATED ON THE GROUNDS OF THE AMERICAN CAN CO.
 OL0430'PLANT, ABOUT 0.25 MILE EAST OF
 OL0430'THE INTERSECTION OF FLORIST AVENUE AND N. TEUTONIA AVE.
 OL0430'NEAR THE MILWAUKEE-GLENDALE CITY LIMITS.  THE
 OL0430'STACK IS ABOUT 225 FEET HIGH AND IS SLIGHTLY
 OL0430'SMALLER IN DIAMETER THAN THE MOST EASTERLY OF THE TWO STACKS.
 OL0430
 OL0430                          STATION RECOVERY (1971)
 OL0430
 OL0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JGR)
 OL0430'RECOVERED AS DESCRIBED IN 1953 DESCRIPTION.
 OL0430
 OL0430                          STATION RECOVERY (1989)
 OL0430
 OL0430'RECOVERY NOTE BY US POWER SQUADRON 1989 (JCB)
 OL0430'RECOVERED IN GOOD CONDITION.
 OL0430
 OL0430                          STATION RECOVERY (2002)
 OL0430
 OL0430'RECOVERY NOTE BY US POWER SQUADRON 2002 (FP)
 OL0430'AMERICAN CAN COMPANY NO LONGER IN BUSINESS AT THIS LOCATION.  STACKS
 OL0430'APPEAR TO BE DESTROYED.
 OL0430
 OL0430                          STATION RECOVERY (2002)
 OL0430
 OL0430'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OL0430'NOT RECOVERED. THE PROPERTY IS NOW OWNED BY ALDRICH COMPANY AT 6000
 OL0430'NORTH TEUTONIA.  ACCORDING TO SECURITY AT THE GATE, THE STACKS WERE
 OL0430'TAKEN DOWN IN APPROXIMATELY 2000.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0971 ***********************************************************************
 NH0971  DESIGNATION -  MILWAUKEE ASTRO OBS W TEL AXIS
 NH0971  PID         -  NH0971
 NH0971  STATE/COUNTY-  WI/WAUKESHA
 NH0971  USGS QUAD   -  MUSKEGO (1994)
 NH0971
 NH0971                         *CURRENT SURVEY CONTROL
 NH0971  ___________________________________________________________________
 NH0971* NAD 83(1991)-  42 58 07.64020(N)    088 08 55.20327(W)     ADJUSTED  
 NH0971* NAVD 88     -                                                        
 NH0971  ___________________________________________________________________
 NH0971  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 NH0971  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 NH0971
 NH0971  HORZ ORDER  -  THIRD
 NH0971
 NH0971.The horizontal coordinates were established by classical geodetic methods
 NH0971.and adjusted by the National Geodetic Survey in November 1991..
 NH0971
 NH0971
 NH0971.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0971
 NH0971.The geoid height was determined by GEOID03.
 NH0971
 NH0971;                    North         East     Units Scale Factor Converg.
 NH0971;SPC WI S     -   109,299.834   751,017.505   MT  0.99996086   +1 16 19.4
 NH0971;SPC WI S     -   358,594.54  2,463,963.26   sFT  0.99996086   +1 16 19.4
 NH0971;UTM  16      - 4,757,988.930   406,326.169   MT  0.99970795   -0 46 58.8
 NH0971
 NH0971                          SUPERSEDED SURVEY CONTROL
 NH0971
 NH0971  NAD 83(1986)-  42 58 07.63076(N)    088 08 55.21571(W) AD(       ) 4
 NH0971  NAD 27      -  42 58 07.58000(N)    088 08 54.89000(W) AD(       ) 3
 NH0971
 NH0971.Superseded values are not recommended for survey control.
 NH0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0971.See file dsdata.txt to determine how the superseded data were derived.
 NH0971
 NH0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0632657989(NAD 83)
 NH0971_MARKER: Z = SEE DESCRIPTION
 NH0971_SETTING: 0 = UNSPECIFIED SETTING
 NH0971_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH0971+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2003
 NH0971
 NH0971  HISTORY     - Date     Condition        Report By
 NH0971  HISTORY     - 1953     MONUMENTED       CGS
 NH0971  HISTORY     - 20030321 GOOD             USPSQD
 NH0971
 NH0971                          STATION DESCRIPTION
 NH0971
 NH0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 NH0971'STATION IS THE POLAR AND DECLINATION AXIS OF THE WEST TELESCOPE
 NH0971'OF THE MILWAUKEE ASTRONOMIC SOCIETY, LOCATED INSIDE A WOODEN
 NH0971'FRAME AND CONCRETE BUILDING, ON A HIGH HILL, ABOUT 5 MILES
 NH0971'SOUTHEAST OF WAUKESHA AND 2 MILES WEST OF NEW BERLIN.
 NH0971'
 NH0971'TO REACH THE STATION FROM THE POST OFFICE IN WAUKESHA, GO
 NH0971'SOUTHEAST ON BROADWAY ST. FOR 0.6 MILE TO RACINE AVE. (COUNTY
 NH0971'HIGHWAY Y), TURN RIGHT AND GO SOUTHEAST ON HIGHWAY Y FOR
 NH0971'5.7 MILES TO A SIDE ROAD LEFT, (OBSERVATORY ROAD) TURN LEFT
 NH0971'AND GO EAST ON OBSERVATORY ROAD FOR 0.65 MILE TO A DRIVEWAY
 NH0971'ON THE LEFT, TURN LEFT AND FOLLOW GRAVEL DRIVE FOR 0.05 MILE
 NH0971'TO THE WEST OBSERVATORY BUILDING AND THE STATION.
 NH0971'
 NH0971'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 NH0971'OBSERVATORY 1953 TO THE AXIS OF THE TELESCOPE AND THE DISTANCE
 NH0971'IS 36.63 FEET (11.165 METERS).
 NH0971
 NH0971                          STATION RECOVERY (2003)
 NH0971
 NH0971'RECOVERY NOTE BY US POWER SQUADRON 2003 (BB)
 NH0971'MARK RECOVERED IN EXCELLENT CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0975 ***********************************************************************
 NH0975  DESIGNATION -  MILWAUKEE ASTRO OBS E TEL AXIS
 NH0975  PID         -  NH0975
 NH0975  STATE/COUNTY-  WI/WAUKESHA
 NH0975  USGS QUAD   -  MUSKEGO (1994)
 NH0975
 NH0975                         *CURRENT SURVEY CONTROL
 NH0975  ___________________________________________________________________
 NH0975* NAD 83(1991)-  42 58 07.62756(N)    088 08 54.20616(W)     ADJUSTED  
 NH0975* NAVD 88     -                                                        
 NH0975  ___________________________________________________________________
 NH0975  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 NH0975  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 NH0975
 NH0975  HORZ ORDER  -  THIRD
 NH0975
 NH0975.The horizontal coordinates were established by classical geodetic methods
 NH0975.and adjusted by the National Geodetic Survey in November 1991..
 NH0975
 NH0975
 NH0975.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0975
 NH0975.The geoid height was determined by GEOID03.
 NH0975
 NH0975;                    North         East     Units Scale Factor Converg.
 NH0975;SPC WI S     -   109,299.946   751,040.103   MT  0.99996086   +1 16 20.1
 NH0975;SPC WI S     -   358,594.91  2,464,037.40   sFT  0.99996086   +1 16 20.1
 NH0975;UTM  16      - 4,757,988.231   406,348.751   MT  0.99970790   -0 46 58.1
 NH0975
 NH0975                          SUPERSEDED SURVEY CONTROL
 NH0975
 NH0975  NAD 83(1986)-  42 58 07.61812(N)    088 08 54.21861(W) AD(       ) 4
 NH0975  NAD 27      -  42 58 07.57000(N)    088 08 53.89000(W) AD(       ) 3
 NH0975
 NH0975.Superseded values are not recommended for survey control.
 NH0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0975.See file dsdata.txt to determine how the superseded data were derived.
 NH0975
 NH0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0634957988(NAD 83)
 NH0975_MARKER: Z = SEE DESCRIPTION
 NH0975_SETTING: 0 = UNSPECIFIED SETTING
 NH0975_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH0975+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2003
 NH0975
 NH0975  HISTORY     - Date     Condition        Report By
 NH0975  HISTORY     - 1953     MONUMENTED       CGS
 NH0975  HISTORY     - 20030321 GOOD             USPSQD
 NH0975
 NH0975                          STATION DESCRIPTION
 NH0975
 NH0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 NH0975'STATION IS THE POLAR AND DECLINATION AXIS OF THE EAST TELESCOPE,
 NH0975'LOCATED INSIDE A WOODEN FRAME BUILDING OF THE MILWAUKEE
 NH0975'ASTRONOMIC SOCIETY.  IT IS LOCATED ATOP A HIGH HILL, ABOUT
 NH0975'5 MILES SOUTHEAST OF WAUKESHA AND 2 MILES WEST OF NEW BERLIN.
 NH0975'
 NH0975'TO REACH THE STATION FROM THE POST OFFICE IN WAUKESHA, GO
 NH0975'SOUTHEAST ON BROADWAY ST. FOR 0.6 MILE TO RACINE AVE. (COUNTY
 NH0975'HIGHWAY Y) TURN RIGHT AND GO SOUTHEAST ON HIGHWAY Y FOR 5.7
 NH0975'MILES TO A SIDE ROAD LEFT (OBSERVATORY ROAD) TURN LEFT AND
 NH0975'GO EAST ON OBSERVATORY ROAD FOR 0.65 MILE TO DRIVEWAY ON THE
 NH0975'LEFT.  TURN LEFT AND FOLLOW GRAVEL ROAD FOR 0.05 MILE TO THE
 NH0975'EAST OBSERVATORY BUILDING AND THE STATION.
 NH0975'
 NH0975'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 NH0975'OBSERVATORY 1953 TO THE AXIS OF THE TELESCOPE AND THE DISTANCE
 NH0975'IS 37.85 FEET (11.537 METERS).
 NH0975
 NH0975                          STATION RECOVERY (2003)
 NH0975
 NH0975'RECOVERY NOTE BY US POWER SQUADRON 2003 (BB)
 NH0975'MARK RECOVERED IN EXCELLENT CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA8062 ***********************************************************************
 AA8062  FBN         -  This is a Federal Base Network Control Station.
 AA8062  TIDAL BM    -  This is a Tidal Bench Mark.
 AA8062  DESIGNATION -  MILWAUKEE B
 AA8062  PID         -  AA8062
 AA8062  STATE/COUNTY-  WI/MILWAUKEE
 AA8062  USGS QUAD   -  MILWAUKEE (1971)
 AA8062
 AA8062                         *CURRENT SURVEY CONTROL
 AA8062  ___________________________________________________________________
 AA8062* NAD 83(1997)-  43 00 08.34567(N)    087 53 25.90653(W)     ADJUSTED  
 AA8062* NAVD 88     -       182.588  (meters)     599.04   (feet)  ADJUSTED  
 AA8062  ___________________________________________________________________
 AA8062  X           -     171,966.908 (meters)                     COMP
 AA8062  Y           -  -4,668,719.529 (meters)                     COMP
 AA8062  Z           -   4,327,790.728 (meters)                     COMP
 AA8062  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 AA8062  ELLIP HEIGHT-         147.53  (meters)          (04/28/99) GPS OBS
 AA8062  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 AA8062  DYNAMIC HT  -         182.538 (meters)     598.88  (feet)  COMP
 AA8062  MODELED GRAV-     980,345.8   (mgal)                       NAVD 88
 AA8062
 AA8062  HORZ ORDER  -  A
 AA8062  VERT ORDER  -  SECOND    CLASS I
 AA8062  ELLP ORDER  -  THIRD     CLASS I
 AA8062
 AA8062.This is a reference station for the MILWAUKEE 1
 AA8062.National Continuously Operating Reference Station (MIL1).
 AA8062
 AA8062.The horizontal coordinates were established by GPS observations
 AA8062.and adjusted by the National Geodetic Survey in April 1999..
 AA8062
 AA8062.The orthometric height was determined by differential leveling
 AA8062.and adjusted by the National Geodetic Survey in June 1998..
 AA8062.WARNING-GPS observations at this control monument resulted in a GPS
 AA8062.derived orthometric height which differed from the leveled height by
 AA8062.more than one decimeter (0.1 meter).
 AA8062
 AA8062.This Tidal Bench Mark is designated as VM 13213
 AA8062.by the Center for Operational Oceanographic Products and Services.
 AA8062
 AA8062.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8062
 AA8062.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8062
 AA8062.The ellipsoidal height was determined by GPS observations
 AA8062.and is referenced to NAD 83.
 AA8062
 AA8062.The geoid height was determined by GEOID03.
 AA8062
 AA8062.The dynamic height is computed by dividing the NAVD 88
 AA8062.geopotential number by the normal gravity value computed on the
 AA8062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA8062.degrees latitude (g = 980.6199 gals.).
 AA8062
 AA8062.The modeled gravity was interpolated from observed gravity values.
 AA8062
 AA8062;                    North         East     Units Scale Factor Converg.
 AA8062;SPC WI S     -   113,523.424   771,975.991   MT  0.99995664   +1 26 57.9
 AA8062;SPC WI S     -   372,451.43  2,532,724.56   sFT  0.99995664   +1 26 57.9
 AA8062;UTM  16      - 4,761,456.959   427,416.921   MT  0.99966481   -0 36 26.6
 AA8062
 AA8062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8062!SPC WI S     -   0.99997686  x   0.99995664  =   0.99993351
 AA8062!UTM  16      -   0.99997686  x   0.99966481  =   0.99964168
 AA8062
 AA8062|---------------------------------------------------------------------|
 AA8062| PID    Reference Object                     Distance      Geod. Az  |
 AA8062|                                                           dddmmss.s |
 AA8062| AA8061 MILWAUKEE A                         131.741 METERS 06639     |
 AA8062|---------------------------------------------------------------------|
 AA8062
 AA8062                          SUPERSEDED SURVEY CONTROL
 AA8062
 AA8062  NAD 83(1991)-  43 00 08.34612(N)    087 53 25.90732(W) AD(1995.00) A
 AA8062  ELLIP H (09/20/95)  147.59   (m)                       GP(1995.00) 2 1
 AA8062  NAVD 88 (04/28/99)  182.59   (m)          599.0    (f) LEVELING    3  
 AA8062
 AA8062.Superseded values are not recommended for survey control.
 AA8062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8062.See file dsdata.txt to determine how the superseded data were derived.
 AA8062
 AA8062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2741761457(NAD 83)
 AA8062_MARKER: I = METAL ROD
 AA8062_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA8062_STAMPING: MILWAUKEE B 1994
 AA8062_MARK LOGO: NGS   
 AA8062_PROJECTION: FLUSH
 AA8062_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8062+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2006
 AA8062_ROD/PIPE-DEPTH: 3.05 meters
 AA8062_SLEEVE-DEPTH  : 0.90 meters
 AA8062
 AA8062  HISTORY     - Date     Condition        Report By
 AA8062  HISTORY     - 1994     MONUMENTED       NGS
 AA8062  HISTORY     - 19950805 GOOD             NOS
 AA8062  HISTORY     - 19960524 GOOD             NGS
 AA8062  HISTORY     - 19971210 GOOD             NGS
 AA8062  HISTORY     - 20020904 GOOD             NGS
 AA8062  HISTORY     - 20051127 GOOD             GEOCAC
 AA8062  HISTORY     - 20060725 GOOD             GEOCAC
 AA8062
 AA8062                          STATION DESCRIPTION
 AA8062
 AA8062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8062'THE STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) SOUTHEAST OF DOWNTOWN
 AA8062'MILWAUKEE, 0.6 KM (0.35 MI) WEST FROM THE WEST EDGE OF LAKE MICHIGAN,
 AA8062'AT THE PORT OF MILWAUKEE BUILDING, IN THE GRASS AREA IN THE SOUTHEAST
 AA8062'CORNER OF THE PROPERTY.  OWNERSHIP--PORT OF MILWAUKEE, 2323 SOUTH
 AA8062'LINCOLN MEMORIAL DRIVE, MILWAUKEE WI 53207.  CONTACT IS GREGORY J.
 AA8062'ROGALINSKI, PHONE 414-286-8143.  TO REACH THE STATION FROM THE
 AA8062'JUNCTION OF INTERSTATE HIGHWAYS 94, 43 AND 794 IN DOWNTOWN MILWAUKEE,
 AA8062'GO EAST THEN SOUTH ON INTERSTATE HIGHWAY 794 FOR 3.55 MI (5.71 KM) TO
 AA8062'THE END OF THE INTERSTATE HIGHWAY AT STOP SIGN.  TURN LEFT AND GO EAST
 AA8062'ON CARFERRY ROAD FOR 0.1 MI (0.2 KM) TO THE STATION ON THE LEFT IN THE
 AA8062'GRASS.  LOCATED 14.0 M (45.9 FT) NORTH-NORTHWEST FROM A YIELD SIGN,
 AA8062'13.4 M (44.0 FT) SOUTHWEST FROM A LIGHT POLE, 11.7 M (38.4 FT)
 AA8062'EAST-NORTHEAST FROM A LIGHT POLE AND 11.0 M (36.1 FT) SOUTH-SOUTHEAST
 AA8062'FROM THE EDGE OF PAVED DRIVE TO PARKING LOT.
 AA8062
 AA8062                          STATION RECOVERY (1995)
 AA8062
 AA8062'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JRS)
 AA8062'RECOVERED AS DESCRIBED.
 AA8062
 AA8062                          STATION RECOVERY (1996)
 AA8062
 AA8062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (RPB)
 AA8062'CHANGES TO THE DESCRIPTION ARE NECESSARY DUE TO HIGHWAY CONSTRUCTION
 AA8062'AND ARE AS FOLLOWS.  FOLLOW INTERSTATE 794 TO ITS END AT CARFERRY
 AA8062'ROAD.  TURN LEFT ONTO CARFERRY ROAD AND GO EAST FOR 0.05 MI (0.08 KM)
 AA8062'TO THE PORT OF MILWAUKEE BUILDING ON THE LEFT.  TURN LEFT INTO P.O.M.
 AA8062'DRIVEWAY AND FOLLOW DRIVE TO PARKING LOT FOR 0.05 MI (0.08 KM) TO THE
 AA8062'STATION ON THE LEFT IN THE GRASS JUST BEYOND A ROW OF BUSHES.
 AA8062
 AA8062                          STATION RECOVERY (1997)
 AA8062
 AA8062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AA8062'THE STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) SOUTHEAST OF DOWNTOWN
 AA8062'MILWAUKEE, 0.35 MI (0.56 KM) WEST FROM THE SHORE OF LAKE MICHIGAN, AT
 AA8062'THE PORT OF MILWAUKEE BUILDING IN THE GRASSY AREA IN THE SOUTHEAST
 AA8062'CORNER OF THE PROPERTY.  OWNERSHIP--PORT OF MILWAUKEE, 2323 SOUTH
 AA8062'LINCOLN MEMORIAL DRIVE, MILWAUKEE, WI 53207.  CONTACT IS GREGORY J.
 AA8062'ROGALINSKI, PHONE 414-286-8143.  TO REACH THE STATION FROM THE
 AA8062'JUNCTION OF INTERSTATE HIGHWAYS 94, 43 AND 794 IN DOWNTOWN MILWAUKEE,
 AA8062'GO EAST THEN SOUTH ON INTERSTATE HIGHWAY 794 FOR 3.55 MI (5.71 KM) TO
 AA8062'THE END OF THE INTERSTATE HIGHWAY AT CARFERRY ROAD.  TURN LEFT AND GO
 AA8062'EAST ON CARFERRY ROAD FOR 0.05 MI (0.08 KM) TO THE PORT OF MILWAUKEE
 AA8062'BUILDING ON THE LEFT.  TURN LEFT INTO THE DRIVE FOR THE PORT OF
 AA8062'MILWAUKEE BUILDING AND FOLLOW THE DRIVE FOR 0.05 MI (0.08 KM) TO THE
 AA8062'PARKING LOT AND THE STATION ON THE LEFT IN THE GRASS JUST BEYOND A ROW
 AA8062'OF BUSHES.  IT IS, 14.0 M (45.9 FT) NORTH-NORTHWEST FROM A YIELD SIGN,
 AA8062'13.4 M (44.0 FT) SOUTHWEST FROM A LIGHT POLE, 11.7 M (38.4 FT)
 AA8062'EAST-NORTHEAST FROM A LIGHT POLE AND 11.0 M (36.1 FT) SOUTH-SOUTHEAST
 AA8062'FROM THE EDGE OF A PAVED DRIVE TO THE PARKING LOT.
 AA8062
 AA8062                          STATION RECOVERY (2002)
 AA8062
 AA8062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CLC)
 AA8062'CONTACT IS KEVIN MCCLUSKY 414 286 8140 OR LAWERENCE SULLIVAN 414 286
 AA8062'8139
 AA8062' 
 AA8062'
 AA8062
 AA8062                          STATION RECOVERY (2005)
 AA8062
 AA8062'RECOVERY NOTE BY GEOCACHING 2005 (CZ)
 AA8062'RECOVERED IN GOOD CONDITION.
 AA8062
 AA8062                          STATION RECOVERY (2006)
 AA8062
 AA8062'RECOVERY NOTE BY GEOCACHING 2006 (CT)
 AA8062'RECOVERED IN GOOD CONDITION AT THE LISTED COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0424 ***********************************************************************
 OL0424  DESIGNATION -  MILWAUKEE BREAKWATER LIGHT
 OL0424  PID         -  OL0424
 OL0424  STATE/COUNTY-  WI/MILWAUKEE
 OL0424  USGS QUAD   -  MILWAUKEE (1971)
 OL0424
 OL0424                         *CURRENT SURVEY CONTROL
 OL0424  ___________________________________________________________________
 OL0424* NAD 83(1991)-  43 01 37.05803(N)    087 52 55.21009(W)     ADJUSTED  
 OL0424* NAVD 88     -                                                        
 OL0424  ___________________________________________________________________
 OL0424  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 OL0424  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 OL0424
 OL0424  HORZ ORDER  -  THIRD
 OL0424
 OL0424.The horizontal coordinates were established by classical geodetic methods
 OL0424.and adjusted by the National Geodetic Survey in November 1991..
 OL0424
 OL0424
 OL0424.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0424
 OL0424.The geoid height was determined by GEOID03.
 OL0424
 OL0424;                    North         East     Units Scale Factor Converg.
 OL0424;SPC WI S     -   116,277.629   772,601.471   MT  0.99995376   +1 27 19.0
 OL0424;SPC WI S     -   381,487.52  2,534,776.66   sFT  0.99995376   +1 27 19.0
 OL0424;UTM  16      - 4,764,186.144   428,140.645   MT  0.99966352   -0 36 06.7
 OL0424
 OL0424                          SUPERSEDED SURVEY CONTROL
 OL0424
 OL0424  NAD 83(1986)-  43 01 37.04592(N)    087 52 55.22165(W) AD(       ) 4
 OL0424  NAD 27      -  43 01 36.99200(N)    087 52 54.92700(W) AD(       ) 3
 OL0424
 OL0424.Superseded values are not recommended for survey control.
 OL0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0424.See file dsdata.txt to determine how the superseded data were derived.
 OL0424
 OL0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2814164186(NAD 83)
 OL0424
 OL0424  HISTORY     - Date     Condition        Report By
 OL0424  HISTORY     - 1953     MONUMENTED       CGS
 OL0424  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OL0424  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OL0424  HISTORY     - 1975     SEE DESCRIPTION  NGS
 OL0424  HISTORY     - 1977     GOOD             NGS
 OL0424  HISTORY     - 1988     GOOD             USPSQD
 OL0424  HISTORY     - 19961124 GOOD             USPSQD
 OL0424  HISTORY     - 20000226 GOOD             USPSQD
 OL0424  HISTORY     - 20050206 GOOD             GEOCAC
 OL0424
 OL0424                          STATION DESCRIPTION
 OL0424
 OL0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OL0424'STATION IS THE FLASHING WHITE LIGHT ATOP A SQUARE TAN BRICK
 OL0424'BUILDING ABOUT 40
 OL0424'FEET HIGH, LOCATED AT THE SOUTHEAST END OF THE NORTH BREAKWATER ABOUT
 OL0424'1 MILE OFF THE WEST SHORE OF LAKE
 OL0424'MICHIGAN IN THE MILWAUKEE HARBOR.
 OL0424
 OL0424                          STATION RECOVERY (1971)
 OL0424
 OL0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DLV)
 OL0424'THIS STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 OL0424'
 OL0424'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1 MILE EAST OF
 OL0424'MILWAUKEE
 OL0424
 OL0424                          STATION RECOVERY (1971)
 OL0424
 OL0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JGR)
 OL0424'RECOVERED AS DESCRIBED IN 1953 DESCRIPTION.
 OL0424
 OL0424                          STATION RECOVERY (1975)
 OL0424
 OL0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CRL)
 OL0424'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  THE STRUCTURE IS NOW
 OL0424'PAINTED WHITE.
 OL0424'
 OL0424'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN MILWAUKEE
 OL0424
 OL0424                          STATION RECOVERY (1977)
 OL0424
 OL0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JVT)
 OL0424'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 OL0424'CONDITION.
 OL0424
 OL0424                          STATION RECOVERY (1988)
 OL0424
 OL0424'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCB)
 OL0424'RECOVERED IN GOOD CONDITION.
 OL0424
 OL0424                          STATION RECOVERY (1996)
 OL0424
 OL0424'RECOVERY NOTE BY US POWER SQUADRON 1996
 OL0424'RECOVERED IN GOOD CONDITION.
 OL0424
 OL0424                          STATION RECOVERY (2000)
 OL0424
 OL0424'RECOVERY NOTE BY US POWER SQUADRON 2000
 OL0424'RECOVERED IN GOOD CONDITION.
 OL0424
 OL0424                          STATION RECOVERY (2005)
 OL0424
 OL0424'RECOVERY NOTE BY GEOCACHING 2005 (CZ)
 OL0424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0423 ***********************************************************************
 OL0423  DESIGNATION -  MILWAUKEE BRKWTR ENT S SIDE LT
 OL0423  PID         -  OL0423
 OL0423  STATE/COUNTY-  WI/MILWAUKEE
 OL0423  USGS QUAD   -  MILWAUKEE (1971)
 OL0423
 OL0423                         *CURRENT SURVEY CONTROL
 OL0423  ___________________________________________________________________
 OL0423* NAD 83(1991)-  43 01 31.47493(N)    087 52 54.85477(W)     ADJUSTED  
 OL0423* NAVD 88     -                                                        
 OL0423  ___________________________________________________________________
 OL0423  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 OL0423  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 OL0423
 OL0423  HORZ ORDER  -  THIRD
 OL0423
 OL0423.The horizontal coordinates were established by classical geodetic methods
 OL0423.and adjusted by the National Geodetic Survey in November 1991..
 OL0423
 OL0423
 OL0423.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0423
 OL0423.The geoid height was determined by GEOID03.
 OL0423
 OL0423;                    North         East     Units Scale Factor Converg.
 OL0423;SPC WI S     -   116,105.607   772,613.888   MT  0.99995394   +1 27 19.3
 OL0423;SPC WI S     -   380,923.15  2,534,817.40   sFT  0.99995394   +1 27 19.3
 OL0423;UTM  16      - 4,764,013.837   428,146.877   MT  0.99966351   -0 36 06.4
 OL0423
 OL0423                          SUPERSEDED SURVEY CONTROL
 OL0423
 OL0423  NAD 83(1986)-  43 01 31.46286(N)    087 52 54.86648(W) AD(       ) 4
 OL0423  NAD 27      -  43 01 31.40700(N)    087 52 54.56100(W) AD(       ) 3
 OL0423
 OL0423.Superseded values are not recommended for survey control.
 OL0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0423.See file dsdata.txt to determine how the superseded data were derived.
 OL0423
 OL0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2814764014(NAD 83)
 OL0423_MARKER: 14 = NAVIGATION LIGHT
 OL0423
 OL0423  HISTORY     - Date     Condition        Report By
 OL0423  HISTORY     - 1953     FIRST OBSERVED   CGS
 OL0423  HISTORY     - 1971     GOOD             NGS
 OL0423  HISTORY     - 1975     GOOD             NGS
 OL0423  HISTORY     - 1977     GOOD             NGS
 OL0423  HISTORY     - 1988     GOOD             USPSQD
 OL0423  HISTORY     - 20000226 GOOD             USPSQD
 OL0423  HISTORY     - 20050206 GOOD             GEOCAC
 OL0423
 OL0423                          STATION DESCRIPTION
 OL0423
 OL0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OL0423'THE STATION IS THE REVOLVING GREEN LIGHT ATOP A WHITE STEEL
 OL0423'TOWER ABOUT 25
 OL0423'FEET HIGH, LOCATED ABOUT 1 MILE OFF THE WEST SHORE OF LAKE MICHIGAN
 OL0423'IN THE MILWAUKEE HARBOR.  IT IS AT
 OL0423'THE NORTH EDGE OF THE SOUTH CONCRETE BREAKWATER.
 OL0423
 OL0423                          STATION RECOVERY (1971)
 OL0423
 OL0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JGR)
 OL0423'RECOVERED AS DESCRIBED IN 1953 DESCRIPTION.
 OL0423
 OL0423                          STATION RECOVERY (1975)
 OL0423
 OL0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CRL)
 OL0423'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 OL0423'
 OL0423'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN MILWAUKEE
 OL0423
 OL0423                          STATION RECOVERY (1977)
 OL0423
 OL0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JVT)
 OL0423'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 OL0423'CONDITION.
 OL0423
 OL0423                          STATION RECOVERY (1988)
 OL0423
 OL0423'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCB)
 OL0423'RECOVERED IN GOOD CONDITION.
 OL0423
 OL0423                          STATION RECOVERY (2000)
 OL0423
 OL0423'RECOVERY NOTE BY US POWER SQUADRON 2000
 OL0423'RECOVERED IN GOOD CONDITION.
 OL0423
 OL0423                          STATION RECOVERY (2005)
 OL0423
 OL0423'RECOVERY NOTE BY GEOCACHING 2005 (CZ)
 OL0423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9546 ***********************************************************************
 DF9546  DESIGNATION -  MILWAUKEE C GPS
 DF9546  PID         -  DF9546
 DF9546  STATE/COUNTY-  WI/MILWAUKEE
 DF9546  USGS QUAD   -  MILWAUKEE (1971)
 DF9546
 DF9546                         *CURRENT SURVEY CONTROL
 DF9546  ___________________________________________________________________
 DF9546* NAD 83(1997)-  43 02 46.97144(N)    087 58 25.92718(W)     ADJUSTED  
 DF9546* NAVD 88     -       203.766  (meters)     668.52   (feet)  ADJUSTED  
 DF9546  ___________________________________________________________________
 DF9546  X           -     165,058.344 (meters)                     COMP
 DF9546  Y           -  -4,665,642.275 (meters)                     COMP
 DF9546  Z           -   4,331,383.896 (meters)                     COMP
 DF9546  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 DF9546  ELLIP HEIGHT-         168.74  (meters)          (04/02/04) GPS OBS
 DF9546  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 DF9546  DYNAMIC HT  -         203.712 (meters)     668.35  (feet)  COMP
 DF9546  MODELED GRAV-     980,351.7   (mgal)                       NAVD 88
 DF9546
 DF9546  HORZ ORDER  -  FIRST
 DF9546  VERT ORDER  -  SECOND    CLASS I
 DF9546  ELLP ORDER  -  FOURTH    CLASS I
 DF9546
 DF9546.The horizontal coordinates were established by GPS observations
 DF9546.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DF9546
 DF9546.The orthometric height was determined by differential leveling
 DF9546.and adjusted by the National Geodetic Survey in February 2004..
 DF9546
 DF9546.Photographs are available for this station.
 DF9546
 DF9546.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9546
 DF9546.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9546
 DF9546.The ellipsoidal height was determined by GPS observations
 DF9546.and is referenced to NAD 83.
 DF9546
 DF9546.The geoid height was determined by GEOID03.
 DF9546
 DF9546.The dynamic height is computed by dividing the NAVD 88
 DF9546.geopotential number by the normal gravity value computed on the
 DF9546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9546.degrees latitude (g = 980.6199 gals.).
 DF9546
 DF9546.The modeled gravity was interpolated from observed gravity values.
 DF9546
 DF9546;                    North         East     Units Scale Factor Converg.
 DF9546;SPC WI S     -   118,248.341   765,064.159   MT  0.99995162   +1 23 31.8
 DF9546;SPC WI S     -   387,953.10  2,510,047.99   sFT  0.99995162   +1 23 31.8
 DF9546;UTM  16      - 4,766,425.501   420,681.035   MT  0.99967740   -0 39 53.2
 DF9546
 DF9546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9546!SPC WI S     -   0.99997354  x   0.99995162  =   0.99992516
 DF9546!UTM  16      -   0.99997354  x   0.99967740  =   0.99965095
 DF9546
 DF9546                          SUPERSEDED SURVEY CONTROL
 DF9546
 DF9546  NAVD 88 (04/02/04)  203.77   (m)          668.5    (f) LEVELING    3  
 DF9546
 DF9546.Superseded values are not recommended for survey control.
 DF9546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9546.See file dsdata.txt to determine how the superseded data were derived.
 DF9546
 DF9546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2068166426(NAD 83)
 DF9546_MARKER: DD = SURVEY DISK
 DF9546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9546_STAMPING: MILWAUKEE C GPS 2002
 DF9546_MARK LOGO: WIDT  
 DF9546_PROJECTION: FLUSH
 DF9546_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9546+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9546
 DF9546  HISTORY     - Date     Condition        Report By
 DF9546  HISTORY     - 2001     MONUMENTED       WIDT
 DF9546
 DF9546                          STATION DESCRIPTION
 DF9546
 DF9546'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9546'THE STATION IS LOCATED IN THE CITY OF MILWAUKEE.
 DF9546'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9546'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 WITH US HIGHWAY 41
 DF9546'IN THE CITY OF MILWAUKEE, GO NORTH ON US HIGHWAY 41 FOR 1.1 KM TO THE
 DF9546'VLIET STREET EXIT, EXIT RIGHT AND GO NORTHEAST ON VLIET STREET EXIT
 DF9546'OFF RAMP FOR 0.3 KM TO MARTIN STREET, TURN RIGHT AND GO EAST ON
 DF9546'MARTIN STREET FOR 0.2 KM TO 45TH STREET, TURN LEFT AND GO NORTH ON
 DF9546'45TH STREET FOR 0.5 KM TO VLIET STREET, TURN LEFT AND GO WEST FOR 0.2
 DF9546'KM TO THE ON RAMP FOR US HIGHWAY 41 ON THE LEFT, TURN LEFT AND GO
 DF9546'SOUTHEAST ON THE ON RAMP FOR US HIGHWAY 41 FOR 0.4 KM TO THE STATION
 DF9546'ON THE LEFT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DF9546'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK IN THE TOP OF A
 DF9546'41-CM DIAMETER CONCRETE POST SET TO THE DEPTH OF 2.4 M AND ABOUT
 DF9546'LEVEL WITH THE HIGHWAY PAVEMENT.THE STATION IS 15.6 M SOUTH OF THE US
 DF9546'HIGHWAY 41 OFF RAMP FROM THE SOUTHBOUND LANES, 31.4 M SOUTHWEST OF
 DF9546'LIGHT POLE --DVL19--, 27.7 NORTHWEST OF LIGHT POLE --DDL16--, 25.0
 DF9546'EAST OF LIGHT POLE --DVL17--, AND 18.3 M NORTH OF THE CENTERLINE OF
 DF9546'THE ON RAMP FOR US HIGHWAY 41 SOUTH.  ---NOTE---THE STATION IS
 DF9546'NORTHEAST, NORTHWEST AND SOUTH OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DF9546'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9546'THAN 20 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0416 ***********************************************************************
 OL0416  DESIGNATION -  MILWAUKEE CITY HALL DOME
 OL0416  PID         -  OL0416
 OL0416  STATE/COUNTY-  WI/MILWAUKEE
 OL0416  USGS QUAD   -  MILWAUKEE (1971)
 OL0416
 OL0416                         *CURRENT SURVEY CONTROL
 OL0416  ___________________________________________________________________
 OL0416* NAD 83(1991)-  43 02 28.83565(N)    087 54 34.69425(W)     ADJUSTED  
 OL0416* NAVD 88     -                                                        
 OL0416  ___________________________________________________________________
 OL0416  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 OL0416  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 OL0416
 OL0416  HORZ ORDER  -  THIRD
 OL0416
 OL0416.The horizontal coordinates were established by classical geodetic methods
 OL0416.and adjusted by the National Geodetic Survey in November 1991..
 OL0416
 OL0416
 OL0416.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0416
 OL0416.The geoid height was determined by GEOID03.
 OL0416
 OL0416;                    North         East     Units Scale Factor Converg.
 OL0416;SPC WI S     -   117,818.045   770,309.886   MT  0.99995216   +1 26 10.7
 OL0416;SPC WI S     -   386,541.37  2,527,258.35   sFT  0.99995216   +1 26 10.7
 OL0416;UTM  16      - 4,765,807.361   425,906.475   MT  0.99966753   -0 37 15.2
 OL0416
 OL0416                          SUPERSEDED SURVEY CONTROL
 OL0416
 OL0416  NAD 83(1986)-  43 02 28.82381(N)    087 54 34.70551(W) AD(       ) 4
 OL0416  NAD 27      -  43 02 28.77100(N)    087 54 34.39600(W) AD(       ) 3
 OL0416
 OL0416.Superseded values are not recommended for survey control.
 OL0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0416.See file dsdata.txt to determine how the superseded data were derived.
 OL0416
 OL0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2590665807(NAD 83)
 OL0416
 OL0416  HISTORY     - Date     Condition        Report By
 OL0416  HISTORY     - 1953     MONUMENTED       CGS
 OL0416  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OL0416  HISTORY     - 1975     SEE DESCRIPTION  NGS
 OL0416  HISTORY     - 1977     GOOD             NGS
 OL0416  HISTORY     - 1982     GOOD             AME
 OL0416  HISTORY     - 19940908 GOOD             USPSQD
 OL0416  HISTORY     - 20050305 GOOD             GEOCAC
 OL0416
 OL0416                          STATION DESCRIPTION
 OL0416
 OL0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OL0416'STATION IS THE BASE OF THE FLAGPOLE, ATOP THE CITY HALL DOME,
 OL0416'WHICH IS LOCATED
 OL0416'AT THE NORTH SIDE OF THE INTERSECTION OF NORTH WATER STREET AND
 OL0416'EWELLS AVENUE.  THE CITY HALL
 OL0416'BUILDING IS A DARK GRAY STONE BUILDING WITH A COPPER COVERED DOME,
 OL0416'WHICH IS NOW GREEN, THERE ARE CLOCKS ON
 OL0416'THE 4 SIDES OF THE BASE OF THE DOME, THE DOME
 OL0416'IS VERY ORNATE AND HAS A SMALL CUPOLA ATOP.  THE HEIGHT OF
 OL0416'THE STRUCTURE IS ABOUT 200 FEET.
 OL0416
 OL0416                          STATION RECOVERY (1971)
 OL0416
 OL0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JGR)
 OL0416'RECOVERED AS DESCRIBED IN 1953 DESCRIPTION.
 OL0416
 OL0416                          STATION RECOVERY (1975)
 OL0416
 OL0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CRL)
 OL0416'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 OL0416'
 OL0416'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN MILWAUKEE
 OL0416
 OL0416                          STATION RECOVERY (1977)
 OL0416
 OL0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JVT)
 OL0416'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 OL0416'CONDITION.
 OL0416
 OL0416                          STATION RECOVERY (1982)
 OL0416
 OL0416'RECOVERY NOTE BY AERO-METRIC ENGINEERING INCORPORATED 1982 (RT)
 OL0416'STATION RECOVERED GOOD.
 OL0416'
 OL0416'FOUND AS DESCRIBED.
 OL0416
 OL0416                          STATION RECOVERY (1994)
 OL0416
 OL0416'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0416'RECOVERED IN GOOD CONDITION.
 OL0416
 OL0416                          STATION RECOVERY (2005)
 OL0416
 OL0416'RECOVERY NOTE BY GEOCACHING 2005 (CZ)
 OL0416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0944 ***********************************************************************
 NH0944  DESIGNATION -  MILWAUKEE CO HOUSE OF CORR TK
 NH0944  PID         -  NH0944
 NH0944  STATE/COUNTY-  WI/MILWAUKEE
 NH0944  USGS QUAD   -  HALES CORNERS (1994)
 NH0944
 NH0944                         *CURRENT SURVEY CONTROL
 NH0944  ___________________________________________________________________
 NH0944* NAD 83(1991)-  42 52 48.38509(N)    088 00 10.10835(W)     ADJUSTED  
 NH0944* NAVD 88     -                                                        
 NH0944  ___________________________________________________________________
 NH0944  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 NH0944  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 NH0944
 NH0944  HORZ ORDER  -  THIRD
 NH0944
 NH0944.The horizontal coordinates were established by classical geodetic methods
 NH0944.and adjusted by the National Geodetic Survey in October 1999..
 NH0944
 NH0944
 NH0944.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0944
 NH0944.The geoid height was determined by GEOID03.
 NH0944
 NH0944;                    North         East     Units Scale Factor Converg.
 NH0944;SPC WI S     -    99,725.753   763,149.356   MT  0.99997364   +1 22 20.2
 NH0944;SPC WI S     -   327,183.57  2,503,765.85   sFT  0.99997364   +1 22 20.2
 NH0944;UTM  16      - 4,747,988.726   418,103.724   MT  0.99968251   -0 40 56.7
 NH0944
 NH0944                          SUPERSEDED SURVEY CONTROL
 NH0944
 NH0944  NAD 83(1991)-  42 52 48.38564(N)    088 00 10.10872(W) AD(       ) 4
 NH0944  NAD 83(1986)-  42 52 48.37491(N)    088 00 10.12247(W) AD(       ) 4
 NH0944  NAD 27      -  42 52 48.31700(N)    088 00 09.82600(W) AD(       ) 3
 NH0944
 NH0944.Superseded values are not recommended for survey control.
 NH0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0944.See file dsdata.txt to determine how the superseded data were derived.
 NH0944
 NH0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1810447989(NAD 83)
 NH0944_MARKER: 53 = ELEVATED TANK
 NH0944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH0944+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2001
 NH0944
 NH0944  HISTORY     - Date     Condition        Report By
 NH0944  HISTORY     - 1953     FIRST OBSERVED   CGS
 NH0944  HISTORY     - 20010901 GOOD             USPSQD
 NH0944
 NH0944                          STATION DESCRIPTION
 NH0944
 NH0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 NH0944'STATION IS THE APEX OF THE ROOF OF THE WATER TANK WHICH IS
 NH0944'LOCATED ABOUT 4 MILES EAST OF DURHAM, 0.5 MILE NORTHEAST OF
 NH0944'THE JUNCTION OF STATE HIGHWAY 100 AND COUNTY HIGHWAY U ON THE
 NH0944'GROUNDS OF THE MILWAUKEE COUNTY HOUSE OF CORRECTION.  IT IS A
 NH0944'4 LEGGED STEEL STRUCTURE WITH A STEEL WATER TANK ATOP AND IS
 NH0944'ABOUT 150 FEET HIGH.  THE ROOF OF THE TANK IS PAINTED IN
 NH0944'ALTERNATE BLACK AND WHITE PANELS AND THE BALANCE OF THE
 NH0944'STRUCTURE IS PAINTED BLACK.
 NH0944
 NH0944                          STATION RECOVERY (2001)
 NH0944
 NH0944'RECOVERY NOTE BY US POWER SQUADRON 2001
 NH0944'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0960 ***********************************************************************
 NH0960  DESIGNATION -  MILWAUKEE CO HOUSE OF CORR STK
 NH0960  PID         -  NH0960
 NH0960  STATE/COUNTY-  WI/MILWAUKEE
 NH0960  USGS QUAD   -  HALES CORNERS (1994)
 NH0960
 NH0960                         *CURRENT SURVEY CONTROL
 NH0960  ___________________________________________________________________
 NH0960* NAD 83(1991)-  42 52 48.26314(N)    088 00 09.16936(W)     ADJUSTED  
 NH0960* NAVD 88     -                                                        
 NH0960  ___________________________________________________________________
 NH0960  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 NH0960  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 NH0960
 NH0960  HORZ ORDER  -  THIRD
 NH0960
 NH0960.The horizontal coordinates were established by classical geodetic methods
 NH0960.and adjusted by the National Geodetic Survey in October 1999..
 NH0960
 NH0960
 NH0960.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0960
 NH0960.The geoid height was determined by GEOID03.
 NH0960
 NH0960;                    North         East     Units Scale Factor Converg.
 NH0960;SPC WI S     -    99,722.501   763,170.749   MT  0.99997365   +1 22 20.8
 NH0960;SPC WI S     -   327,172.91  2,503,836.03   sFT  0.99997365   +1 22 20.8
 NH0960;UTM  16      - 4,747,984.711   418,124.981   MT  0.99968247   -0 40 56.1
 NH0960
 NH0960                          SUPERSEDED SURVEY CONTROL
 NH0960
 NH0960  NAD 83(1991)-  42 52 48.26369(N)    088 00 09.16973(W) AD(       ) 4
 NH0960  NAD 83(1986)-  42 52 48.25297(N)    088 00 09.18338(W) AD(       ) 4
 NH0960  NAD 27      -  42 52 48.19400(N)    088 00 08.88400(W) AD(       ) 3
 NH0960
 NH0960.Superseded values are not recommended for survey control.
 NH0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0960.See file dsdata.txt to determine how the superseded data were derived.
 NH0960
 NH0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1812547985(NAD 83)
 NH0960_MARKER: 63 = STACK
 NH0960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH0960+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2001
 NH0960
 NH0960  HISTORY     - Date     Condition        Report By
 NH0960  HISTORY     - 1953     FIRST OBSERVED   CGS
 NH0960  HISTORY     - 20010901 GOOD             USPSQD
 NH0960
 NH0960                          STATION DESCRIPTION
 NH0960
 NH0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 NH0960'STATION IS THE CENTER OF THE TOP OF A ROUND, YELLOW BRICK
 NH0960'STACK, ABOUT 100 FEET HIGH WHICH IS LOCATED ABOUT 2 MILES
 NH0960'EAST OF DURHAM, 0.5 MILE NORTHEAST OF THE JUNCTION OF STATE
 NH0960'HIGHWAY 100 AND COUNTY HIGHWAY U ON THE GROUNDS OF THE MILWAUKEE
 NH0960'COUNTY HOUSE OF CORRECTION.
 NH0960
 NH0960                          STATION RECOVERY (2001)
 NH0960
 NH0960'RECOVERY NOTE BY US POWER SQUADRON 2001
 NH0960'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0757 ***********************************************************************
 OM0757  DESIGNATION -  MILWAUKEE CO INST WATER TANK
 OM0757  PID         -  OM0757
 OM0757  STATE/COUNTY-  WI/MILWAUKEE
 OM0757  USGS QUAD   -  WAUWATOSA (1994)
 OM0757
 OM0757                         *CURRENT SURVEY CONTROL
 OM0757  ___________________________________________________________________
 OM0757* NAD 83(1991)-  43 02 37.92569(N)    088 01 17.31442(W)     ADJUSTED  
 OM0757* NAVD 88     -                                                        
 OM0757  ___________________________________________________________________
 OM0757  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 OM0757  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 OM0757
 OM0757  HORZ ORDER  -  THIRD
 OM0757
 OM0757.The horizontal coordinates were established by classical geodetic methods
 OM0757.and adjusted by the National Geodetic Survey in November 1991..
 OM0757
 OM0757
 OM0757.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0757
 OM0757.The geoid height was determined by GEOID03.
 OM0757
 OM0757;                    North         East     Units Scale Factor Converg.
 OM0757;SPC WI S     -   117,876.156   761,193.042   MT  0.99995189   +1 21 34.0
 OM0757;SPC WI S     -   386,732.02  2,497,347.51   sFT  0.99995189   +1 21 34.0
 OM0757;UTM  16      - 4,766,192.555   416,800.104   MT  0.99968516   -0 41 50.1
 OM0757
 OM0757                          SUPERSEDED SURVEY CONTROL
 OM0757
 OM0757  NAD 83(1986)-  43 02 37.91502(N)    088 01 17.32575(W) AD(       ) 4
 OM0757  NAD 27      -  43 02 37.86500(N)    088 01 17.01100(W) AD(       ) 3
 OM0757
 OM0757.Superseded values are not recommended for survey control.
 OM0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0757.See file dsdata.txt to determine how the superseded data were derived.
 OM0757
 OM0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1680066193(NAD 83)
 OM0757
 OM0757  HISTORY     - Date     Condition        Report By
 OM0757  HISTORY     - 1953     MONUMENTED       CGS
 OM0757  HISTORY     - 1965     SEE DESCRIPTION  CGS
 OM0757  HISTORY     - 20010821 MARK NOT FOUND   INDIV
 OM0757
 OM0757                          STATION DESCRIPTION
 OM0757
 OM0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0757'STATION IS THE METAL BALL AT THE APEX OF THE ROOF OF THE WATER
 OM0757'TANK, LOCATED IN THE WEST SECTION OF MILWAUKEE, ON THE NORTHEAST
 OM0757'CORNER OF THE GROUNDS OF THE MILWAUKEE COUNTY INSTITUTIONS,
 OM0757'ABOUT 0.2 MILE SOUTHWEST OF THE INTERSECTION OF 83RD. STREET
 OM0757'AND CHESTNUT STREET.  IT IS A 10 LEGGED STEEL STRUCTURE, WITH
 OM0757'AN OVAL BOTTOMED STEEL TANK ATOP, ABOUT 140 FEET HIGH, PAINTED
 OM0757'SILVER AND HAS THE LEGEND MILWAUKEE COUNTY INSTITUTIONS PAINTED
 OM0757'IN LARGE BLACK LETTERS ON THE NORTH AND SOUTH SIDES OF THE
 OM0757'TANK.
 OM0757
 OM0757                          STATION RECOVERY (1965)
 OM0757
 OM0757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JVT)
 OM0757'THE STATION WAS RECOVERED AS DESCRIBED IN QUAD 430882, STATION
 OM0757'1066, AND WAS FOUND TO BE IN GOOD CONDITION.
 OM0757
 OM0757                          STATION RECOVERY (2001)
 OM0757
 OM0757'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (LA)
 OM0757'THE WATER TANK WAS TORN DOWN IN THE MID 1970'S. A BUILDING NOW
 OM0757'OCCUPIES THE SITE. IT HAS AN UNDERGROUND STORAGE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0413 ***********************************************************************
 OL0413  DESIGNATION -  MILWAUKEE CUDAHY TWR APTS CUP
 OL0413  PID         -  OL0413
 OL0413  STATE/COUNTY-  WI/MILWAUKEE
 OL0413  USGS QUAD   -  MILWAUKEE (1971)
 OL0413
 OL0413                         *CURRENT SURVEY CONTROL
 OL0413  ___________________________________________________________________
 OL0413* NAD 83(1991)-  43 02 28.68251(N)    087 53 58.90261(W)     ADJUSTED  
 OL0413* NAVD 88     -                                                        
 OL0413  ___________________________________________________________________
 OL0413  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 OL0413  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 OL0413
 OL0413  HORZ ORDER  -  THIRD
 OL0413
 OL0413.The horizontal coordinates were established by classical geodetic methods
 OL0413.and adjusted by the National Geodetic Survey in November 1991..
 OL0413
 OL0413
 OL0413.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0413
 OL0413.The geoid height was determined by GEOID03.
 OL0413
 OL0413;                    North         East     Units Scale Factor Converg.
 OL0413;SPC WI S     -   117,833.675   771,119.857   MT  0.99995217   +1 26 35.3
 OL0413;SPC WI S     -   386,592.65  2,529,915.73   sFT  0.99995217   +1 26 35.3
 OL0413;UTM  16      - 4,765,793.909   426,716.254   MT  0.99966607   -0 36 50.7
 OL0413
 OL0413                          SUPERSEDED SURVEY CONTROL
 OL0413
 OL0413  NAD 83(1986)-  43 02 28.67057(N)    087 53 58.91382(W) AD(       ) 4
 OL0413  NAD 27      -  43 02 28.61700(N)    087 53 58.60400(W) AD(       ) 3
 OL0413
 OL0413.Superseded values are not recommended for survey control.
 OL0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0413.See file dsdata.txt to determine how the superseded data were derived.
 OL0413
 OL0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2671665794(NAD 83)
 OL0413
 OL0413  HISTORY     - Date     Condition        Report By
 OL0413  HISTORY     - 1953     MONUMENTED       CGS
 OL0413  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OL0413  HISTORY     - 1975     SEE DESCRIPTION  NGS
 OL0413  HISTORY     - 1977     GOOD             NGS
 OL0413  HISTORY     - 1988     GOOD             USPSQD
 OL0413  HISTORY     - 19940908 GOOD             USPSQD
 OL0413  HISTORY     - 20000226 GOOD             USPSQD
 OL0413
 OL0413                          STATION DESCRIPTION
 OL0413
 OL0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OL0413'STATION IS THE CENTER OF THE TOP OF A BLACK ROOFED CUPOLA, ATOP
 OL0413'THE CUDAHY TOWER
 OL0413'APARTMENTS, LOCATED AT THE SOUTHWEST CORNER OF NORTH PROSPECT STREET
 OL0413'AND EAST WELLS STREET, ABOUT 0.25
 OL0413'MILE WEST OF THE WEST SHORE OF LAKE MICHIGAN, NEAR THE
 OL0413'CENTER OF MILWAUKEE.  THE BUILDING IS CONSTRUCTED OF
 OL0413'WHITE MARBLE AND IS 24 STORIES HIGH.
 OL0413
 OL0413                          STATION RECOVERY (1971)
 OL0413
 OL0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JGR)
 OL0413'RECOVERED AS DESCRIBED IN 1953 DESCRIPTION.
 OL0413
 OL0413                          STATION RECOVERY (1975)
 OL0413
 OL0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CRL)
 OL0413'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 OL0413'
 OL0413'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN MILWAUKEE
 OL0413
 OL0413                          STATION RECOVERY (1977)
 OL0413
 OL0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JVT)
 OL0413'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 OL0413'CONDITION.
 OL0413
 OL0413                          STATION RECOVERY (1988)
 OL0413
 OL0413'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCB)
 OL0413'RECOVERED IN GOOD CONDITION.
 OL0413
 OL0413                          STATION RECOVERY (1994)
 OL0413
 OL0413'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0413'RECOVERED IN GOOD CONDITION.
 OL0413
 OL0413                          STATION RECOVERY (2000)
 OL0413
 OL0413'RECOVERY NOTE BY US POWER SQUADRON 2000
 OL0413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0755 ***********************************************************************
 OM0755  DESIGNATION -  MILWAUKEE CURTIS WRIGHT APT BN
 OM0755  PID         -  OM0755
 OM0755  STATE/COUNTY-  WI/MILWAUKEE
 OM0755  USGS QUAD   -  WAUWATOSA (1994)
 OM0755
 OM0755                         *CURRENT SURVEY CONTROL
 OM0755  ___________________________________________________________________
 OM0755* NAD 83(1991)-  43 06 56.70388(N)    088 01 59.44771(W)     ADJUSTED  
 OM0755* NAVD 88     -                                                        
 OM0755  ___________________________________________________________________
 OM0755  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 OM0755  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 OM0755
 OM0755  HORZ ORDER  -  THIRD
 OM0755
 OM0755.This mark is at Lawrence J Timmerman Airport (MWC)
 OM0755
 OM0755.The horizontal coordinates were established by classical geodetic methods
 OM0755.and adjusted by the National Geodetic Survey in November 1991..
 OM0755
 OM0755
 OM0755.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0755
 OM0755.The geoid height was determined by GEOID03.
 OM0755
 OM0755;                    North         East     Units Scale Factor Converg.
 OM0755;SPC WI S     -   125,836.736   760,051.374   MT  0.99994490   +1 21 05.1
 OM0755;SPC WI S     -   412,849.36  2,493,601.88   sFT  0.99994490   +1 21 05.1
 OM0755;UTM  16      - 4,774,186.890   415,945.152   MT  0.99968691   -0 42 22.3
 OM0755
 OM0755                          SUPERSEDED SURVEY CONTROL
 OM0755
 OM0755  NAD 83(1986)-  43 06 56.69353(N)    088 01 59.45797(W) AD(       ) 4
 OM0755  NAD 27      -  43 06 56.65400(N)    088 01 59.13700(W) AD(       ) 3
 OM0755
 OM0755.Superseded values are not recommended for survey control.
 OM0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0755.See file dsdata.txt to determine how the superseded data were derived.
 OM0755
 OM0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1594574187(NAD 83)
 OM0755_MARKER: 21 = AIRPORT BEACON
 OM0755_SETTING: 0 = UNSPECIFIED SETTING
 OM0755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0755+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2004
 OM0755
 OM0755  HISTORY     - Date     Condition        Report By
 OM0755  HISTORY     - 1953     FIRST OBSERVED   CGS
 OM0755  HISTORY     - 1961     SEE DESCRIPTION  CGS
 OM0755  HISTORY     - 1975     SEE DESCRIPTION  NGS
 OM0755  HISTORY     - 19820807 GOOD             NGS
 OM0755  HISTORY     - 1988     GOOD             USPSQD
 OM0755  HISTORY     - 20010725 GOOD             USPSQD
 OM0755  HISTORY     - 20040812 GOOD             USPSQD
 OM0755
 OM0755                          STATION DESCRIPTION
 OM0755
 OM0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0755'THE STATION IS LOCATED IN THE NORTHWEST PART OF MILWAUKEE,
 OM0755'ON THE CURTISS WRIGHT AIRPORT AT 9305 W. APPLETON AVENUE
 OM0755'(U.S. HIGHWAY 41).  IT IS 40 FEET NORTH OF THE CENTER OF A
 OM0755'GRAVEL DRIVE AND 20 FEET NORTHWEST OF THE SOUTHWEST CORNER
 OM0755'OF A ROUND TOPPED HANGER, THE MOST WESTERLY OF THREE.  THE
 OM0755'BEACON IS A FOUR LEGGED STEEL STRUCTURE, PAINTED ALTERNATELY
 OM0755'ORANGE AND WHITE, WITH A REVOLVING LIGHT ON TOP.
 OM0755'
 OM0755'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 OM0755'CURTISS WRIGHT TO THE CENTER OF THE BASE OF THE BEACON AND
 OM0755'THE DISTANCE IS 41.03 FEET, 12.505 METERS.
 OM0755
 OM0755                          STATION RECOVERY (1961)
 OM0755
 OM0755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JPP)
 OM0755'THIS STATION RECOVERED AS DESCRIBED, AND FOUND TO BE IN
 OM0755'GOOD CONDITION.
 OM0755
 OM0755                          STATION RECOVERY (1975)
 OM0755
 OM0755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JWB)
 OM0755'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED
 OM0755'IN QUAD 430882 STA. 1021.
 OM0755'
 OM0755'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LAWRENCE
 OM0755'J. TIMMERMAN AIRPORT
 OM0755
 OM0755                          STATION RECOVERY (1982)
 OM0755
 OM0755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (GFS)
 OM0755'AIRPORT BEACON IS LOCATED ON THE AIRPORT PROPERTY.
 OM0755
 OM0755                          STATION RECOVERY (1988)
 OM0755
 OM0755'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCF)
 OM0755'RECOVERED IN GOOD CONDITION.
 OM0755
 OM0755                          STATION RECOVERY (2001)
 OM0755
 OM0755'RECOVERY NOTE BY US POWER SQUADRON 2001
 OM0755'RECOVERED IN GOOD CONDITION.
 OM0755
 OM0755                          STATION RECOVERY (2004)
 OM0755
 OM0755'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCG)
 OM0755'THE STATION WAS RECOVERED IN GOOD CONDITION, BUT NEED A PAINT JOB. THE
 OM0755'GRAVEL DRIVE IS NOW A PAVED DRIVE AND TIES INTO THE TARMAC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0403 ***********************************************************************
 OL0403  DESIGNATION -  MILWAUKEE FROEDHERT MALT ELEV
 OL0403  PID         -  OL0403
 OL0403  STATE/COUNTY-  WI/MILWAUKEE
 OL0403  USGS QUAD   -  MILWAUKEE (1971)
 OL0403
 OL0403                         *CURRENT SURVEY CONTROL
 OL0403  ___________________________________________________________________
 OL0403* NAD 83(1991)-  43 00 16.42235(N)    087 57 47.86704(W)     ADJUSTED  
 OL0403* NAVD 88     -                                                        
 OL0403  ___________________________________________________________________
 OL0403  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 OL0403  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 OL0403
 OL0403  HORZ ORDER  -  THIRD
 OL0403
 OL0403.The horizontal coordinates were established by classical geodetic methods
 OL0403.and adjusted by the National Geodetic Survey in November 1991..
 OL0403
 OL0403
 OL0403.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0403
 OL0403.The geoid height was determined by GEOID03.
 OL0403
 OL0403;                    North         East     Units Scale Factor Converg.
 OL0403;SPC WI S     -   113,625.093   766,038.742   MT  0.99995637   +1 23 57.9
 OL0403;SPC WI S     -   372,784.99  2,513,245.44   sFT  0.99995637   +1 23 57.9
 OL0403;UTM  16      - 4,761,771.546   421,488.843   MT  0.99967583   -0 39 25.4
 OL0403
 OL0403                          SUPERSEDED SURVEY CONTROL
 OL0403
 OL0403  NAD 83(1986)-  43 00 16.41110(N)    087 57 47.87902(W) AD(       ) 4
 OL0403  NAD 27      -  43 00 16.39100(N)    087 57 47.52900(W) AD(       ) 3
 OL0403
 OL0403.Superseded values are not recommended for survey control.
 OL0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0403.See file dsdata.txt to determine how the superseded data were derived.
 OL0403
 OL0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2148961772(NAD 83)
 OL0403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0403+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2001
 OL0403
 OL0403  HISTORY     - Date     Condition        Report By
 OL0403  HISTORY     - 1953     MONUMENTED       CGS
 OL0403  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OL0403  HISTORY     - 1989     GOOD             USPSQD
 OL0403  HISTORY     - 20011015 GOOD             USPSQD
 OL0403
 OL0403                          STATION DESCRIPTION
 OL0403
 OL0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OL0403'STATION IS THE VENTILATOR CAP NEAR THE CENTER OF THE ROOF OF
 OL0403'A RECTANGULAR
 OL0403'CONCRETE GRAIN ELEVATOR AT THE PLANT OF THE FROEDHERT MALT AND
 OL0403'BREWING COMPANY, LOCATED JUST
 OL0403'NORTH OF WEST ALLIS AND IN THE SOUTHWEST SECTION OF MILWAUKEE,
 OL0403'ABOUT 0.25 MILE WEST OF THE INTERSECTION
 OL0403'OF WEST GRANT AVENUE AND SOUTH 37TH. STREET.
 OL0403'
 OL0403'THE ELEVATOR IS A CONCRETE STRUCTURE, ABOUT 150 FEET HIGH, WITH A
 OL0403'FLAT ROOF AND HAS A LARGE F
 OL0403'PAINTED INSIDE A BLACK CIRCLE ON ALL SIDES.  THE ELEVATOR USED AS THE
 OL0403'INTERSECTION POINT IS THE MOST EASTERLY
 OL0403'AND SLIGHTLY TALLER OF TWO.
 OL0403
 OL0403                          STATION RECOVERY (1971)
 OL0403
 OL0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JGR)
 OL0403'RECOVERED AS DESCRIBED IN 1953 DESCRIPTION.
 OL0403
 OL0403                          STATION RECOVERY (1989)
 OL0403
 OL0403'RECOVERY NOTE BY US POWER SQUADRON 1989 (JCB)
 OL0403'RECOVERED IN GOOD CONDITION.
 OL0403
 OL0403                          STATION RECOVERY (2001)
 OL0403
 OL0403'RECOVERY NOTE BY US POWER SQUADRON 2001
 OL0403'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1261 ***********************************************************************
 OM1261  CBN         -  This is a Cooperative Base Network Control Station.
 OM1261  DESIGNATION -  MILWAUKEE GPS
 OM1261  PID         -  OM1261
 OM1261  STATE/COUNTY-  WI/MILWAUKEE
 OM1261  USGS QUAD   -  WAUWATOSA (1994)
 OM1261
 OM1261                         *CURRENT SURVEY CONTROL
 OM1261  ___________________________________________________________________
 OM1261* NAD 83(1997)-  43 02 30.41553(N)    088 02 00.93329(W)     ADJUSTED  
 OM1261* NAVD 88     -       233.672  (meters)     766.64   (feet)  ADJUSTED  
 OM1261  ___________________________________________________________________
 OM1261  X           -     160,207.605 (meters)                     COMP
 OM1261  Y           -  -4,666,182.211 (meters)                     COMP
 OM1261  Z           -   4,331,030.958 (meters)                     COMP
 OM1261  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 OM1261  ELLIP HEIGHT-         198.71  (meters)          (04/28/99) GPS OBS
 OM1261  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 OM1261  DYNAMIC HT  -         233.610 (meters)     766.44  (feet)  COMP
 OM1261  MODELED GRAV-     980,348.8   (mgal)                       NAVD 88
 OM1261
 OM1261  HORZ ORDER  -  A
 OM1261  VERT ORDER  -  SECOND    CLASS I
 OM1261  ELLP ORDER  -  THIRD     CLASS I
 OM1261
 OM1261.The horizontal coordinates were established by GPS observations
 OM1261.and adjusted by the National Geodetic Survey in April 1999..
 OM1261
 OM1261.The orthometric height was determined by differential leveling
 OM1261.and adjusted by the National Geodetic Survey in February 2004..
 OM1261
 OM1261.Photographs are available for this station.
 OM1261
 OM1261.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1261
 OM1261.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1261
 OM1261.The ellipsoidal height was determined by GPS observations
 OM1261.and is referenced to NAD 83.
 OM1261
 OM1261.The geoid height was determined by GEOID03.
 OM1261
 OM1261.The dynamic height is computed by dividing the NAVD 88
 OM1261.geopotential number by the normal gravity value computed on the
 OM1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM1261.degrees latitude (g = 980.6199 gals.).
 OM1261
 OM1261.The modeled gravity was interpolated from observed gravity values.
 OM1261
 OM1261;                    North         East     Units Scale Factor Converg.
 OM1261;SPC WI S     -   117,621.123   760,211.554   MT  0.99995212   +1 21 04.0
 OM1261;SPC WI S     -   385,895.30  2,494,127.41   sFT  0.99995212   +1 21 04.0
 OM1261;UTM  16      - 4,765,972.969   415,810.359   MT  0.99968719   -0 42 19.8
 OM1261
 OM1261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1261!SPC WI S     -   0.99996884  x   0.99995212  =   0.99992096
 OM1261!UTM  16      -   0.99996884  x   0.99968719  =   0.99965604
 OM1261
 OM1261                          SUPERSEDED SURVEY CONTROL
 OM1261
 OM1261  NAD 83(1991)-  43 02 30.41513(N)    088 02 00.93114(W) AD(       ) B
 OM1261  ELLIP H (06/11/91)  198.80   (m)                       GP(       ) 4 1
 OM1261  NAVD 88 (04/02/04)  233.67   (m)          766.6    (f) LEVELING    3  
 OM1261  NGVD 29 (06/29/94)  233.8    (m)          767.     (f) GPS OBS        
 OM1261
 OM1261.Superseded values are not recommended for survey control.
 OM1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1261.See file dsdata.txt to determine how the superseded data were derived.
 OM1261
 OM1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1581065973(NAD 83)
 OM1261_MARKER: DH = HORIZONTAL CONTROL DISK
 OM1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1261_SP_SET: CONCRETE POST
 OM1261_STAMPING: MILWAUKEE GPS 1989
 OM1261_MARK LOGO: NGS   
 OM1261_PROJECTION: FLUSH
 OM1261_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM1261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1261+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2002
 OM1261
 OM1261  HISTORY     - Date     Condition        Report By
 OM1261  HISTORY     - 1989     MONUMENTED       WIDT
 OM1261  HISTORY     - 19900809 GOOD
 OM1261  HISTORY     - 19930509 GOOD             NOS
 OM1261  HISTORY     - 19930518 GOOD             NOS
 OM1261  HISTORY     - 19971112 GOOD             WIHD
 OM1261  HISTORY     - 19991208 GOOD             WIDT
 OM1261  HISTORY     - 20010609 GOOD             WIDT
 OM1261  HISTORY     - 2002     GOOD             WIDT
 OM1261  HISTORY     - 20020611 GOOD             JCLS
 OM1261  HISTORY     - 20020614 GOOD             JCLS
 OM1261
 OM1261                          STATION DESCRIPTION
 OM1261
 OM1261'DESCRIBED BY WI DEPT OF TRANSP 1989
 OM1261'THE STATION IS LOCATED ABOUT 1.62 KM (1.00 MI) NORTHWEST OF WEST
 OM1261'ALLIS, 9.72 KM (6.05 MI) SOUTHEAST OF BUTLER, 4.05 KM (2.50 MI)
 OM1261'SOUTHWEST OF WAUWATOSA.  OWNERSHIP--STATE HIGHWAY R.O.W.
 OM1261'TO REACH FROM THE JUNCTION OF INTERSTATE 94 EAST AND U.S. HIGHWAY 45
 OM1261'NEAR WAUWATOSA, GO NORTH FOR 2.43 KM (1.50 MI) ON U.S. HIGHWAY 45 TO
 OM1261'WATERTOWN PLANK ROAD. TURN LEFT AND GO WEST FOR 0.16 KM (0.10 MI) ON
 OM1261'WATERTOWN PLANK ROAD TO U.S. HIGHWAY 45 SOUTH, TURN LEFT AND RE-ENTER
 OM1261'U.S. HIGHWAY 45 AND GO SOUTH FOR 0.65 KM (0.40 MI) ON U.S. HIGHWAY 45
 OM1261'SOUTH TO THE STATION ON THE RIGHT.
 OM1261'THE STATION IS A STANDARD NGS HORIZONTAL CONTROL DISK
 OM1261'STAMPED--MILWAUKEE GPS 1989--, SET INTO THE TOP OF A 40 CM DIAMETER
 OM1261'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  LOCATED 2.74 M (9.0 FT)
 OM1261'WEST FROM THE TOP BANK OF HILL, 4.87 M (16.0 FT) EAST FROM THE R.O.W.
 OM1261'FENCE, 7.47 M (24.5 FT) EAST-SOUTHEAST FROM THE P.I. IN THE FENCE
 OM1261'LINE, 0.82 M (2.7 FT) EAST FROM A CARSONITE WITNESS POST.
 OM1261
 OM1261                          STATION RECOVERY (1990)
 OM1261
 OM1261'RECOVERED 1990
 OM1261'RECOVERED IN GOOD CONDITION.
 OM1261
 OM1261                          STATION RECOVERY (1993)
 OM1261
 OM1261'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 OM1261'RECOVERED IN GOOD CONDITION.
 OM1261
 OM1261                          STATION RECOVERY (1993)
 OM1261
 OM1261'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (RAH)
 OM1261'RECOVERED AS DESCRIBED
 OM1261
 OM1261                          STATION RECOVERY (1997)
 OM1261
 OM1261'RECOVERY NOTE BY WI HIGHWAY DEPT 1997 (CSM)
 OM1261'THE STATION IS LOCATED ABOUT 9.66 KM (6.00 MI) WEST OF DOWNTOWN
 OM1261'MILWAUKEE, 16.1 KM (10.00 MI) EAST-NORTHEAST OF WAUKESHA, IN THE CITY
 OM1261'OF WAUWATOSA ON HIGHWAY RIGHT-OF-WAY.  OWNERSHIP--WISCONSIN DEPARTMENT
 OM1261'OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF
 OM1261'INTERSTATE HIGHWAY 94 WITH INTERSTATE HIGHWAY 894 AND US HIGHWAY 45
 OM1261'NEAR THE MILWAUKEE COUNTY ZOO, GO NORTH 2.41 KM (1.50 MI) ON HIGHWAY
 OM1261'45 AND EXIT AT WATERTOWN PLANK ROAD, TURN LEFT AND GO WEST 0.16 KM
 OM1261'(0.10 MI) ON WATERTOWN PLANK ROAD TO THE ON-RAMP FOR SOUTHBOUND
 OM1261'HIGHWAY 45 ON THE LEFT, TURN LEFT AND GO SOUTHEAST AND SOUTH FOR 0.56
 OM1261'KM (0.35 MI) TO THE STATION ON THE RIGHT.  THE STATION IS ABOUT 80 M
 OM1261'(262.5 FT) SOUTH-SOUTHEAST (AFTER) AN --EXIT 25 MPH-- SIGN AND ABOUT
 OM1261'70 M (229.7 FT) NORTHWEST (BEFORE) AN --EXIT 39, USH 18, BLUEMOUND,
 OM1261'WISC AVE, EXIT ONLY-- SIGN CANTILEVERED FROM A SINGLE STEEL POST.  THE
 OM1261'STATION IS A BRONZE NGS HORIZONTAL CONTROL MARK DISK SET IN THE TOP OF
 OM1261'A 40-CM (16-INCH) DIAMETER, 6-FOOT-DEEP CONCRETE POST PROJECTING 5 CM
 OM1261'ABOVE GROUND AND IS ABOUT 4 M (13.1 FT) ABOVE THE HIGHWAY PAVEMENT.
 OM1261'IT IS, SLOPE DISTANCE 16.0 M (52.5 FT) SOUTHWEST OF THE CURB ON THE
 OM1261'RIGHT SIDE OF FOUR SOUTHBOUND LANES, 2.8 M (9.2 FT) SOUTHWEST OF THE
 OM1261'TOP OF THE BACK SLOPE, 4.90 M (16.08 FT) NORTHEAST OF A CHAIN-LINK
 OM1261'R-O-W FENCE, 7.44 M (24.41 FT) EAST-SOUTHEAST OF A ROUND STEEL POST AT
 OM1261'A BEND IN THE R-O-W FENCE, 0.88 M (2.89 FT) EAST-NORTHEAST OF AN
 OM1261'ORANGE FIBERGLASS WITNESS POST, AND 0.87 M (2.85 FT) NORTHEAST OF A
 OM1261'WHITE PLASTIC WITNESS POST.
 OM1261
 OM1261                          STATION RECOVERY (1999)
 OM1261
 OM1261'RECOVERY NOTE BY WI DEPT OF TRANSP 1999 (DJH)
 OM1261'RECOVERED AS DESCRIBED.
 OM1261
 OM1261                          STATION RECOVERY (2001)
 OM1261
 OM1261'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OM1261'RECOVERED AS DESCRIBED. ---NOTE--- THE STATION IS NOW 1.0 M NORTH AND
 OM1261'1.0 M SOUTH OF TWO 4X4 ORANGE PLASTIC WITNESS POSTS.
 OM1261
 OM1261                          STATION RECOVERY (2002)
 OM1261
 OM1261'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (DJH)
 OM1261'RECOVERED AS DESCRIBED.
 OM1261
 OM1261                          STATION RECOVERY (2002)
 OM1261
 OM1261'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 OM1261'RECOVERED IN GOOD CONDITION.
 OM1261
 OM1261                          STATION RECOVERY (2002)
 OM1261
 OM1261'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 OM1261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0392 ***********************************************************************
 OL0392  DESIGNATION -  MILWAUKEE HAWLEY GROVE MUN TK
 OL0392  PID         -  OL0392
 OL0392  STATE/COUNTY-  WI/MILWAUKEE
 OL0392  USGS QUAD   -  MILWAUKEE (1971)
 OL0392
 OL0392                         *CURRENT SURVEY CONTROL
 OL0392  ___________________________________________________________________
 OL0392* NAD 83(1991)-  43 02 49.74299(N)    087 59 04.55054(W)     ADJUSTED  
 OL0392* NAVD 88     -                                                        
 OL0392  ___________________________________________________________________
 OL0392  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 OL0392  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 OL0392
 OL0392  HORZ ORDER  -  THIRD
 OL0392
 OL0392.The horizontal coordinates were established by classical geodetic methods
 OL0392.and adjusted by the National Geodetic Survey in November 1991..
 OL0392
 OL0392
 OL0392.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0392
 OL0392.The geoid height was determined by GEOID03.
 OL0392
 OL0392;                    North         East     Units Scale Factor Converg.
 OL0392;SPC WI S     -   118,312.659   764,188.220   MT  0.99995154   +1 23 05.2
 OL0392;SPC WI S     -   388,164.12  2,507,174.19   sFT  0.99995154   +1 23 05.2
 OL0392;UTM  16      - 4,766,521.191   419,808.207   MT  0.99967911   -0 40 19.6
 OL0392
 OL0392                          SUPERSEDED SURVEY CONTROL
 OL0392
 OL0392  NAD 83(1986)-  43 02 49.73194(N)    087 59 04.56165(W) AD(       ) 4
 OL0392  NAD 27      -  43 02 49.67900(N)    087 59 04.24300(W) AD(       ) 3
 OL0392
 OL0392.Superseded values are not recommended for survey control.
 OL0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0392.See file dsdata.txt to determine how the superseded data were derived.
 OL0392
 OL0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1980866521(NAD 83)
 OL0392
 OL0392  HISTORY     - Date     Condition        Report By
 OL0392  HISTORY     - 1953     MONUMENTED       CGS
 OL0392  HISTORY     - 1966     SEE DESCRIPTION  CGS
 OL0392  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OL0392
 OL0392                          STATION DESCRIPTION
 OL0392
 OL0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OL0392'STATION IS THE METAL BALL AT THE APEX OF THE ROOF OF THE WATER
 OL0392'TANK LOCATED IN
 OL0392'THE WEST SECTION OF MILWAUKEE, ABOUT 300 FEET NORTHWEST OF THE
 OL0392'INTERSECTION OF HAWLEY ROAD AND WEST
 OL0392'MARTIN DRIVE.  IT IS A 16 LEGGED STEEL STRUCTURE, WITH A
 OL0392'LARGE STEEL WATER TANK ATOP, PAINTED
 OL0392'SILVER AND IS ABOUT 75 FEET HIGH.
 OL0392
 OL0392                          STATION RECOVERY (1966)
 OL0392
 OL0392'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DLW)
 OL0392'RECOVERED AS DESCRIBED IN HORIZONTAL CONTROL DATA
 OL0392'QUAD 430873
 OL0392'STATIONS 1035 AND 1036.
 OL0392
 OL0392                          STATION RECOVERY (1971)
 OL0392
 OL0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JGR)
 OL0392'RECOVERED AS DESCRIBED IN 1953 DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0422 ***********************************************************************
 OL0422  DESIGNATION -  MILWAUKEE MUN GARBAGE PLT STK
 OL0422  PID         -  OL0422
 OL0422  STATE/COUNTY-  WI/MILWAUKEE
 OL0422  USGS QUAD   -  MILWAUKEE (1971)
 OL0422
 OL0422                         *CURRENT SURVEY CONTROL
 OL0422  ___________________________________________________________________
 OL0422* NAD 83(1991)-  43 01 17.62566(N)    087 54 05.35204(W)     ADJUSTED  
 OL0422* NAVD 88     -                                                        
 OL0422  ___________________________________________________________________
 OL0422  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 OL0422  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 OL0422
 OL0422  HORZ ORDER  -  THIRD
 OL0422
 OL0422.The horizontal coordinates were established by classical geodetic methods
 OL0422.and adjusted by the National Geodetic Survey in November 1991..
 OL0422
 OL0422
 OL0422.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0422
 OL0422.The geoid height was determined by GEOID03.
 OL0422
 OL0422;                    North         East     Units Scale Factor Converg.
 OL0422;SPC WI S     -   115,638.035   771,029.101   MT  0.99995438   +1 26 30.8
 OL0422;SPC WI S     -   379,389.12  2,529,617.98   sFT  0.99995438   +1 26 30.8
 OL0422;UTM  16      - 4,763,603.571   426,546.792   MT  0.99966637   -0 36 54.3
 OL0422
 OL0422                          SUPERSEDED SURVEY CONTROL
 OL0422
 OL0422  NAD 83(1986)-  43 01 17.61392(N)    087 54 05.36386(W) AD(       ) 4
 OL0422  NAD 27      -  43 01 17.55800(N)    087 54 05.05600(W) AD(       ) 3
 OL0422
 OL0422.Superseded values are not recommended for survey control.
 OL0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0422.See file dsdata.txt to determine how the superseded data were derived.
 OL0422
 OL0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2654763604(NAD 83)
 OL0422_MARKER: 63 = STACK
 OL0422
 OL0422  HISTORY     - Date     Condition        Report By
 OL0422  HISTORY     - 1953     FIRST OBSERVED   CGS
 OL0422  HISTORY     - 1960     GOOD             CGS
 OL0422  HISTORY     - 1971     GOOD             NGS
 OL0422  HISTORY     - 1975     GOOD             NGS
 OL0422  HISTORY     - 1977     GOOD             NGS
 OL0422  HISTORY     - 19940908 GOOD             USPSQD
 OL0422  HISTORY     - 20000226 GOOD             USPSQD
 OL0422
 OL0422                          STATION DESCRIPTION
 OL0422
 OL0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OL0422'STATION IS THE CENTER OF THE TOP OF A ROUND, RED BRICK STACK
 OL0422'ABOUT 250 FEET
 OL0422'HIGH LOCATED AT THE MUNICIPAL GARBAGE DISPOSAL PLANT, ON A PENINSULA
 OL0422'NEAR THE MOUTH OF THE MILWAUKEE
 OL0422'RIVER, AND ON THE WEST BANK OF LAKE MICHIGAN, IN THE EAST
 OL0422'CENTRAL SECTION OF MILWAUKEE.  IT IS THE
 OL0422'LARGEST STACK IN THIS VICINITY OF THE CITY.
 OL0422
 OL0422                          STATION RECOVERY (1960)
 OL0422
 OL0422'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GWM)
 OL0422'THE STATION IS THE TOP AND CENTER OF THE LARGE BRICK STACK, 350
 OL0422'FEET IN HEIGHT,
 OL0422'LOCATED AT THE MUNICIPAL GARBAGE DISPOSAL PLANT.  IT
 OL0422'IS NEAR THE NORTH END OF THE
 OL0422'PENINSULA THAT IS JUST SOUTH OF THE MOUTH
 OL0422'OF THE MILWAUKEE RIVER.  IT IS IN THE EAST
 OL0422'CENTRAL SECTION OF MILWAUKEE.
 OL0422
 OL0422                          STATION RECOVERY (1971)
 OL0422
 OL0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JGR)
 OL0422'RECOVERED AS DESCRIBED IN 1953 DESCRIPTION.
 OL0422
 OL0422                          STATION RECOVERY (1975)
 OL0422
 OL0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CRL)
 OL0422'THIS STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OL0422'
 OL0422'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN MILWAUKEE
 OL0422
 OL0422                          STATION RECOVERY (1977)
 OL0422
 OL0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JVT)
 OL0422'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 OL0422'CONDITION.
 OL0422
 OL0422                          STATION RECOVERY (1994)
 OL0422
 OL0422'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0422'RECOVERED IN GOOD CONDITION.
 OL0422
 OL0422                          STATION RECOVERY (2000)
 OL0422
 OL0422'RECOVERY NOTE BY US POWER SQUADRON 2000
 OL0422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4918 ***********************************************************************
 DG4918  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4918  DESIGNATION -  MILWAUKEE N GPS
 DG4918  PID         -  DG4918
 DG4918  STATE/COUNTY-  WI/MILWAUKEE
 DG4918  USGS QUAD   -  MILWAUKEE (1971)
 DG4918
 DG4918                         *CURRENT SURVEY CONTROL
 DG4918  ___________________________________________________________________
 DG4918* NAD 83(1997)-  43 06 21.31764(N)    087 55 02.44847(W)     ADJUSTED  
 DG4918* NAVD 88     -       195.63   (meters)     641.8    (feet)  GPS OBS   
 DG4918  ___________________________________________________________________
 DG4918  X           -     169,496.487 (meters)                     COMP
 DG4918  Y           -  -4,660,956.437 (meters)                     COMP
 DG4918  Z           -   4,336,210.011 (meters)                     COMP
 DG4918  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 DG4918  ELLIP HEIGHT-         160.49  (meters)          (04/02/04) GPS OBS
 DG4918  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 DG4918
 DG4918  HORZ ORDER  -  FIRST
 DG4918  ELLP ORDER  -  FOURTH    CLASS I
 DG4918
 DG4918.The horizontal coordinates were established by GPS observations
 DG4918.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4918
 DG4918.The orthometric height was determined by GPS observations and a
 DG4918.high-resolution geoid model using precise GPS observation and
 DG4918.processing techniques.
 DG4918
 DG4918.Photographs are available for this station.
 DG4918
 DG4918.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4918
 DG4918.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4918
 DG4918.The ellipsoidal height was determined by GPS observations
 DG4918.and is referenced to NAD 83.
 DG4918
 DG4918.The geoid height was determined by GEOID03.
 DG4918
 DG4918;                    North         East     Units Scale Factor Converg.
 DG4918;SPC WI S     -   124,974.000   769,502.740   MT  0.99994576   +1 25 51.6
 DG4918;SPC WI S     -   410,018.86  2,524,610.24   sFT  0.99994576   +1 25 51.6
 DG4918;UTM  16      - 4,772,985.665   425,356.924   MT  0.99966854   -0 37 36.8
 DG4918
 DG4918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4918!SPC WI S     -   0.99997483  x   0.99994576  =   0.99992059
 DG4918!UTM  16      -   0.99997483  x   0.99966854  =   0.99964338
 DG4918
 DG4918                          SUPERSEDED SURVEY CONTROL
 DG4918
 DG4918.No superseded survey control is available for this station.
 DG4918
 DG4918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2535772986(NAD 83)
 DG4918_MARKER: DD = SURVEY DISK
 DG4918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4918_STAMPING: MILWAUKEE N GPS 2002
 DG4918_MARK LOGO: WIDT  
 DG4918_PROJECTION: FLUSH
 DG4918_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4918_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4918+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4918
 DG4918  HISTORY     - Date     Condition        Report By
 DG4918  HISTORY     - 2001     MONUMENTED       WIDT
 DG4918
 DG4918                          STATION DESCRIPTION
 DG4918
 DG4918'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4918'THE STATION IS LOCATED IN THE CITY OF GLENDALE.  OWNERSHIP--WISCONSIN
 DG4918'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 DG4918'OF INTERSTATE HIGHWAY 43 WITH STATE HIGHWAY 190 (CAPITOL DRIVE)(EXIT
 DG4918'76), GO NORTH ON INTERSTATE HIGHWAY 43 FOR 1.8 KM TO THE EXIT FOR WEST
 DG4918'HAMPTON AVENUE (EXIT 77B) AND THE STATION ON THE RIGHT.  THE STATION
 DG4918'IS A WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DG4918'STATION SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST TO A DEPTH OF
 DG4918'2.4 M AND ABOUT LEVEL WITH THE OFF-RAMP PAVEMENT.  THE STATION IS 24.3
 DG4918'M EAST OF THE EDGE OF PAVEMENT FOR THE NORTHBOUND LANES OF INTERSTATE
 DG4918'HIGHWAY 43, 57.2 M SOUTH OF THE EASTERN MOST METAL POST FOR A --SILVER
 DG4918'SPRING DRIVE 1/2 MILE-- SIGN, 35.0 M NORTHEAST OF THE EASTERN MOST
 DG4918'WOOD POST FOR A --EXIT 77 B-- SIGN, 24.9 M NORTH OF THE CENTERLINE OF
 DG4918'THE OFF-RAMP FOR WEST HAMPTION AVENUE, AND 19.2 M NORTH-NORTHEAST OF
 DG4918'THE WOOD POST FOR A --WRONG WAY-- SIGN.  ---NOTE---THE STATION IS
 DG4918'SOUTH, WEST AND NORTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DG4918'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DG4918'THAN 15 DEGREES ABOVE THE HORIZON.
 DG4918' 
 DG4918'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0408 ***********************************************************************
 OL0408  DESIGNATION -  MILWAUKEE NORTH ENTRANCE LIGHT
 OL0408  PID         -  OL0408
 OL0408  STATE/COUNTY-  WI/MILWAUKEE
 OL0408  USGS QUAD   -  MILWAUKEE (1971)
 OL0408
 OL0408                         *CURRENT SURVEY CONTROL
 OL0408  ___________________________________________________________________
 OL0408* NAD 83(1991)-  43 02 37.09760(N)    087 52 50.12320(W)     ADJUSTED  
 OL0408* NAVD 88     -                                                        
 OL0408  ___________________________________________________________________
 OL0408  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 OL0408  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 OL0408
 OL0408  HORZ ORDER  -  THIRD
 OL0408
 OL0408.The horizontal coordinates were established by classical geodetic methods
 OL0408.and adjusted by the National Geodetic Survey in November 1991..
 OL0408
 OL0408
 OL0408.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0408
 OL0408.The geoid height was determined by GEOID03.
 OL0408
 OL0408;                    North         East     Units Scale Factor Converg.
 OL0408;SPC WI S     -   118,132.647   772,669.514   MT  0.99995192   +1 27 22.5
 OL0408;SPC WI S     -   387,573.53  2,534,999.90   sFT  0.99995192   +1 27 22.5
 OL0408;UTM  16      - 4,766,036.988   428,275.196   MT  0.99966329   -0 36 03.9
 OL0408
 OL0408                          SUPERSEDED SURVEY CONTROL
 OL0408
 OL0408  NAD 83(1986)-  43 02 37.08540(N)    087 52 50.13475(W) AD(       ) 4
 OL0408  NAD 27      -  43 02 37.03300(N)    087 52 49.82300(W) AD(       ) 3
 OL0408
 OL0408.Superseded values are not recommended for survey control.
 OL0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0408.See file dsdata.txt to determine how the superseded data were derived.
 OL0408
 OL0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2827566037(NAD 83)
 OL0408
 OL0408  HISTORY     - Date     Condition        Report By
 OL0408  HISTORY     - 1953     MONUMENTED       CGS
 OL0408  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OL0408  HISTORY     - 1975     SEE DESCRIPTION  NGS
 OL0408  HISTORY     - 1977     GOOD             NGS
 OL0408  HISTORY     - 20050226 GOOD             GEOCAC
 OL0408
 OL0408                          STATION DESCRIPTION
 OL0408
 OL0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OL0408'STATION IS THE FLASHING GREEN LIGHT ATOP A BLACK STEEL TOWER,
 OL0408'ABOUT 20 FEET HIGH
 OL0408'ON THE NORTH CONCRETE BREAKWATER AND AT THE SOUTH SIDE OF THE NORTH
 OL0408'GAP IN THE NORTH BREAKWATER.  IT IS
 OL0408'ABOUT 1 MILE OFF THE WEST SHORE OF LAKE MICHIGAN IN
 OL0408'THE MILWAUKEE HARBOR.
 OL0408
 OL0408                          STATION RECOVERY (1971)
 OL0408
 OL0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DLV)
 OL0408'THIS STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OL0408'
 OL0408'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1 MILE EAST OF
 OL0408'MILWAUKEE
 OL0408
 OL0408                          STATION RECOVERY (1975)
 OL0408
 OL0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CRL)
 OL0408'STATION RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 OL0408'
 OL0408'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN MILWAUKEE
 OL0408
 OL0408                          STATION RECOVERY (1977)
 OL0408
 OL0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JVT)
 OL0408'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 OL0408'CONDITION.
 OL0408
 OL0408                          STATION RECOVERY (2005)
 OL0408
 OL0408'RECOVERY NOTE BY GEOCACHING 2005 (CZ)
 OL0408'STATION IS NOW PAINTED WHITE WITH A GREEN BAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0388 ***********************************************************************
 OL0388  DESIGNATION -  MILWAUKEE NORTH POINT LIGHT
 OL0388  PID         -  OL0388
 OL0388  STATE/COUNTY-  WI/MILWAUKEE
 OL0388  USGS QUAD   -  
 OL0388
 OL0388                         *CURRENT SURVEY CONTROL
 OL0388  ___________________________________________________________________
 OL0388* NAD 83(1991)-  43 03 56.06601(N)    087 52 16.98866(W)     ADJUSTED  
 OL0388* NAVD 88     -                                                        
 OL0388  ___________________________________________________________________
 OL0388  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 OL0388  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 OL0388
 OL0388  HORZ ORDER  -  THIRD
 OL0388
 OL0388.The horizontal coordinates were established by classical geodetic methods
 OL0388.and adjusted by the National Geodetic Survey in November 1991..
 OL0388
 OL0388
 OL0388.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0388
 OL0388.The geoid height was determined by GEOID03.
 OL0388
 OL0388;                    North         East     Units Scale Factor Converg.
 OL0388;SPC WI S     -   120,587.750   773,357.012   MT  0.99994961   +1 27 45.3
 OL0388;SPC WI S     -   395,628.31  2,537,255.46   sFT  0.99994961   +1 27 45.3
 OL0388;UTM  16      - 4,768,465.126   429,050.171   MT  0.99966192   -0 35 42.1
 OL0388
 OL0388                          SUPERSEDED SURVEY CONTROL
 OL0388
 OL0388  NAD 83(1986)-  43 03 56.05390(N)    087 52 16.99948(W) AD(       ) 4
 OL0388  NAD 27      -  43 03 56.00100(N)    087 52 16.69100(W) AD(       ) 3
 OL0388
 OL0388.Superseded values are not recommended for survey control.
 OL0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0388.See file dsdata.txt to determine how the superseded data were derived.
 OL0388
 OL0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2905068465(NAD 83)
 OL0388
 OL0388  HISTORY     - Date     Condition        Report By
 OL0388  HISTORY     - UNK      MONUMENTED
 OL0388  HISTORY     - 1975     SEE DESCRIPTION  NGS
 OL0388  HISTORY     - 1976     GOOD             NGS
 OL0388  HISTORY     - 1977     GOOD             NGS
 OL0388  HISTORY     - 19961124 GOOD             USPSQD
 OL0388  HISTORY     - 20050320 GOOD             GEOCAC
 OL0388
 OL0388                          STATION DESCRIPTION
 OL0388
 OL0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CRL)
 OL0388'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION.  IT IS IN THE
 OL0388'NORTH-EAST PART OF
 OL0388'MILWAUKEE, IN THE SOUTH PART OF LAKE PARK, AND AT 2650
 OL0388'NORTH WAHL DRIVE.
 OL0388'
 OL0388'IT IS AT THE SOUTH SIDE OF A COAST GUARD DWELLING, CYLINDRICAL
 OL0388'SHAPED, TAPERING AT
 OL0388'TOP, APPROXIMATELY 75 FEET HIGH, PAINTED WHITE WITH A BLACK
 OL0388'ROOF AND HAS A LIGHT ON TOP.
 OL0388'
 OL0388'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN NE MILWAUKEE
 OL0388
 OL0388                          STATION RECOVERY (1976)
 OL0388
 OL0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RS)
 OL0388'STATION MARK RECOVERED AS DESCRIBED.
 OL0388'
 OL0388'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN NORTHEAST
 OL0388'MILWAUKEE.
 OL0388
 OL0388                          STATION RECOVERY (1977)
 OL0388
 OL0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JVT)
 OL0388'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1975 DESCRIPTION
 OL0388'AND FOUND TO BE IN GOOD CONDITION.
 OL0388
 OL0388                          STATION RECOVERY (1996)
 OL0388
 OL0388'RECOVERY NOTE BY US POWER SQUADRON 1996
 OL0388'RECOVERED IN GOOD CONDITION.
 OL0388
 OL0388                          STATION RECOVERY (2005)
 OL0388
 OL0388'RECOVERY NOTE BY GEOCACHING 2005 (CZ)
 OL0388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0394 ***********************************************************************
 OL0394  DESIGNATION -  MILWAUKEE PABST BREWING CO STK
 OL0394  PID         -  OL0394
 OL0394  STATE/COUNTY-  WI/MILWAUKEE
 OL0394  USGS QUAD   -  MILWAUKEE (1971)
 OL0394
 OL0394                         *CURRENT SURVEY CONTROL
 OL0394  ___________________________________________________________________
 OL0394* NAD 83(1991)-  43 02 45.52070(N)    087 55 30.14206(W)     ADJUSTED  
 OL0394* NAVD 88     -                                                        
 OL0394  ___________________________________________________________________
 OL0394  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 OL0394  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 OL0394
 OL0394  HORZ ORDER  -  THIRD
 OL0394
 OL0394.The horizontal coordinates were established by classical geodetic methods
 OL0394.and adjusted by the National Geodetic Survey in November 1991..
 OL0394
 OL0394
 OL0394.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0394
 OL0394.The geoid height was determined by GEOID03.
 OL0394
 OL0394;                    North         East     Units Scale Factor Converg.
 OL0394;SPC WI S     -   118,301.409   769,042.462   MT  0.99995166   +1 25 32.6
 OL0394;SPC WI S     -   388,127.21  2,523,100.14   sFT  0.99995166   +1 25 32.6
 OL0394;UTM  16      - 4,766,335.760   424,657.573   MT  0.99966983   -0 37 53.2
 OL0394
 OL0394                          SUPERSEDED SURVEY CONTROL
 OL0394
 OL0394  NAD 83(1986)-  43 02 45.50902(N)    087 55 30.15327(W) AD(       ) 4
 OL0394  NAD 27      -  43 02 45.45700(N)    087 55 29.84300(W) AD(       ) 3
 OL0394
 OL0394.Superseded values are not recommended for survey control.
 OL0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0394.See file dsdata.txt to determine how the superseded data were derived.
 OL0394
 OL0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2465866336(NAD 83)
 OL0394
 OL0394  HISTORY     - Date     Condition        Report By
 OL0394  HISTORY     - 1953     MONUMENTED       CGS
 OL0394  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OL0394  HISTORY     - 1975     SEE DESCRIPTION  NGS
 OL0394  HISTORY     - 1977     GOOD             NGS
 OL0394  HISTORY     - 1988     GOOD             USPSQD
 OL0394  HISTORY     - 20050306 GOOD             GEOCAC
 OL0394
 OL0394                          STATION DESCRIPTION
 OL0394
 OL0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OL0394'STATION IS THE CENTER OF THE TOP OF A ROUND CONCRETE STACK,
 OL0394'ABOUT 225 FEET
 OL0394'HIGH, LOCATED AT THE PABST BREWERY PLANT, ON THE NORTH SIDE OF JUNEAU
 OL0394'AVENUE BETWEEN 10TH. AND 11TH.
 OL0394'STREETS NEAR THE CENTER OF MILWAUKEE.  THE STACK IS MADE OF
 OL0394'TAN BRICK AND HAS THE LEGEND PABST BUILT IN WITH
 OL0394'WHITE GLAZED BRICK ON THE SOUTHEAST AND
 OL0394'NORTHWEST SIDES.
 OL0394
 OL0394                          STATION RECOVERY (1971)
 OL0394
 OL0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JGR)
 OL0394'RECOVERED AS DESCRIBED IN 1953 DESCRIPTION.
 OL0394
 OL0394                          STATION RECOVERY (1975)
 OL0394
 OL0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CRL)
 OL0394'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 OL0394'
 OL0394'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN MILWAUKEE
 OL0394
 OL0394                          STATION RECOVERY (1977)
 OL0394
 OL0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JVT)
 OL0394'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 OL0394'CONDITION.
 OL0394
 OL0394                          STATION RECOVERY (1988)
 OL0394
 OL0394'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCB)
 OL0394'RECOVERED IN GOOD CONDITION.
 OL0394
 OL0394                          STATION RECOVERY (2005)
 OL0394
 OL0394'RECOVERY NOTE BY GEOCACHING 2005 (CZ)
 OL0394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0414 ***********************************************************************
 OL0414  DESIGNATION -  MILWAUKEE PIERHEAD LIGHT
 OL0414  PID         -  OL0414
 OL0414  STATE/COUNTY-  WI/MILWAUKEE
 OL0414  USGS QUAD   -  MILWAUKEE (1971)
 OL0414
 OL0414                         *CURRENT SURVEY CONTROL
 OL0414  ___________________________________________________________________
 OL0414* NAD 83(1991)-  43 01 33.44758(N)    087 53 43.23517(W)     ADJUSTED  
 OL0414* NAVD 88     -                                                        
 OL0414  ___________________________________________________________________
 OL0414  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 OL0414  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 OL0414
 OL0414  HORZ ORDER  -  THIRD
 OL0414
 OL0414.The horizontal coordinates were established by classical geodetic methods
 OL0414.and adjusted by the National Geodetic Survey in November 1991..
 OL0414
 OL0414
 OL0414.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0414
 OL0414.The geoid height was determined by GEOID03.
 OL0414
 OL0414;                    North         East     Units Scale Factor Converg.
 OL0414;SPC WI S     -   116,138.728   771,517.376   MT  0.99995388   +1 26 46.0
 OL0414;SPC WI S     -   381,031.81  2,531,219.92   sFT  0.99995388   +1 26 46.0
 OL0414;UTM  16      - 4,764,086.276   427,052.578   MT  0.99966546   -0 36 39.4
 OL0414
 OL0414                          SUPERSEDED SURVEY CONTROL
 OL0414
 OL0414  NAD 83(1986)-  43 01 33.43564(N)    087 53 43.24683(W) AD(       ) 4
 OL0414  NAD 27      -  43 01 33.37800(N)    087 53 42.93800(W) AD(       ) 3
 OL0414
 OL0414.Superseded values are not recommended for survey control.
 OL0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0414.See file dsdata.txt to determine how the superseded data were derived.
 OL0414
 OL0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2705364086(NAD 83)
 OL0414
 OL0414  HISTORY     - Date     Condition        Report By
 OL0414  HISTORY     - 1953     MONUMENTED       CGS
 OL0414  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OL0414  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OL0414  HISTORY     - 1975     SEE DESCRIPTION  NGS
 OL0414  HISTORY     - 1977     GOOD             NGS
 OL0414  HISTORY     - 20050206 GOOD             GEOCAC
 OL0414
 OL0414                          STATION DESCRIPTION
 OL0414
 OL0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OL0414'STATION IS THE FLASHING RED LIGHT ATOP A RED CYLINDRICAL
 OL0414'TOWER ABOUT 25
 OL0414'FEET HIGH, LOCATED ON THE OUTER END OF THE NORTH PIER IN MILWAUKEE
 OL0414'HARBOR, ABOUT 200 FEET OFF THE WEST
 OL0414'SHORE OF LAKE MICHIGAN.
 OL0414
 OL0414                          STATION RECOVERY (1971)
 OL0414
 OL0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JGR)
 OL0414'RECOVERED AS DESCRIBED IN 1953 DESCRIPTION.
 OL0414
 OL0414                          STATION RECOVERY (1971)
 OL0414
 OL0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DLV)
 OL0414'THIS STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OL0414'
 OL0414'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- MILWAUKEE HARBOR
 OL0414
 OL0414                          STATION RECOVERY (1975)
 OL0414
 OL0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CRL)
 OL0414'THIS STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OL0414'
 OL0414'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN EAST EDGE OF
 OL0414'MILWAUKEE
 OL0414
 OL0414                          STATION RECOVERY (1977)
 OL0414
 OL0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JVT)
 OL0414'THE STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 OL0414'FOLLOWS.
 OL0414'
 OL0414'THE STATION IS THE FLASHING RED LIGHT ATOP A RED CYLINDRICAL TOWER
 OL0414'ABOUT 25 FEET HIGH, LOCATED ON THE OUTER END OF THE NORTH CONCRETE
 OL0414'JETTY IN MILWAUKEE HARBOR, ABOUT 130 FEET OFF OF THE WEST SHORE OF
 OL0414'LAKE MICHIGAN.
 OL0414
 OL0414                          STATION RECOVERY (2005)
 OL0414
 OL0414'RECOVERY NOTE BY GEOCACHING 2005 (CZ)
 OL0414'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0393 ***********************************************************************
 OL0393  DESIGNATION -  MILWAUKEE RAD STA KSA 536 MAST
 OL0393  PID         -  OL0393
 OL0393  STATE/COUNTY-  WI/MILWAUKEE
 OL0393  USGS QUAD   -  MILWAUKEE (1971)
 OL0393
 OL0393                         *CURRENT SURVEY CONTROL
 OL0393  ___________________________________________________________________
 OL0393* NAD 83(1991)-  43 02 51.55405(N)    087 58 24.39043(W)     ADJUSTED  
 OL0393* NAVD 88     -                                                        
 OL0393  ___________________________________________________________________
 OL0393  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 OL0393  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 OL0393
 OL0393  HORZ ORDER  -  THIRD
 OL0393
 OL0393.The horizontal coordinates were established by classical geodetic methods
 OL0393.and adjusted by the National Geodetic Survey in November 1991..
 OL0393
 OL0393
 OL0393.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0393
 OL0393.The geoid height was determined by GEOID03.
 OL0393
 OL0393;                    North         East     Units Scale Factor Converg.
 OL0393;SPC WI S     -   118,390.554   765,095.493   MT  0.99995148   +1 23 32.8
 OL0393;SPC WI S     -   388,419.68  2,510,150.80   sFT  0.99995148   +1 23 32.8
 OL0393;UTM  16      - 4,766,566.459   420,717.443   MT  0.99967733   -0 39 52.2
 OL0393
 OL0393                          SUPERSEDED SURVEY CONTROL
 OL0393
 OL0393  NAD 83(1986)-  43 02 51.54281(N)    087 58 24.40152(W) AD(       ) 4
 OL0393  NAD 27      -  43 02 51.49100(N)    087 58 24.08400(W) AD(       ) 3
 OL0393
 OL0393.Superseded values are not recommended for survey control.
 OL0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0393.See file dsdata.txt to determine how the superseded data were derived.
 OL0393
 OL0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2071766566(NAD 83)
 OL0393
 OL0393  HISTORY     - Date     Condition        Report By
 OL0393  HISTORY     - 1953     MONUMENTED       CGS
 OL0393  HISTORY     - 1962     SEE DESCRIPTION  LOCSUR
 OL0393  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OL0393  HISTORY     - 1988     GOOD             USPSQD
 OL0393
 OL0393                          STATION DESCRIPTION
 OL0393
 OL0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OL0393'STATION IS THE FLASHING RED LIGHT ATOP THE RADIO MAST OF THE
 OL0393'MILWAUKEE COUNTY AND CITY POLICE, LOCATED IN THE WEST SECTION OF
 OL0393'MILWAUKEE, ABOUT 400 FEET SOUTHWEST OF THE INTERSECTION OF NORTH 47TH
 OL0393'AND WEST VLIET STREET.  IT IS A SINGLE UNIFORM CROSS-SECTIONED GUYED
 OL0393'MAST, 231 FEET HIGH AND IS PAINTED IN ALTERNATE RED AND WHITE SECTIONS
 OL0393
 OL0393                          STATION RECOVERY (1962)
 OL0393
 OL0393'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1962
 OL0393'RECOVERED BY THE CHICAGO AERIAL SURVEY.
 OL0393'
 OL0393'STATION HAS BEEN MOVED APPROXIMATELY 300 FEET NORTH AND 36 FEET EAST
 OL0393'OF FORMER LOCATION.
 OL0393
 OL0393                          STATION RECOVERY (1971)
 OL0393
 OL0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JGR)
 OL0393'THE STATION HAS BEEN DESTROYED.  AS NOTED IN RECOVERY NOTE OF 1962 A
 OL0393'NEW MAST HAS BEEN ERECTED
 OL0393'APPROXIMATELY 300 FEET NORTH AND 36 FEET EAST OF THE FORMER
 OL0393'MAST.  NO POSITION OF THE NEW MAST
 OL0393'WAS DETERMINED.
 OL0393
 OL0393                          STATION RECOVERY (1988)
 OL0393
 OL0393'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCB)
 OL0393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0952 ***********************************************************************
 NH0952  DESIGNATION -  MILWAUKEE RAD STA WCAN MAST 6
 NH0952  PID         -  NH0952
 NH0952  STATE/COUNTY-  WI/MILWAUKEE
 NH0952  USGS QUAD   -  HALES CORNERS (1994)
 NH0952
 NH0952                         *CURRENT SURVEY CONTROL
 NH0952  ___________________________________________________________________
 NH0952* NAD 83(1991)-  42 56 47.21243(N)    088 03 34.59781(W)     ADJUSTED  
 NH0952* NAVD 88     -                                                        
 NH0952  ___________________________________________________________________
 NH0952  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 NH0952  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 NH0952
 NH0952  HORZ ORDER  -  THIRD
 NH0952
 NH0952.The horizontal coordinates were established by classical geodetic methods
 NH0952.and adjusted by the National Geodetic Survey in November 1991..
 NH0952
 NH0952
 NH0952.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0952
 NH0952.The geoid height was determined by GEOID03.
 NH0952
 NH0952;                    North         East     Units Scale Factor Converg.
 NH0952;SPC WI S     -   106,983.854   758,338.562   MT  0.99996386   +1 19 59.7
 NH0952;SPC WI S     -   350,996.19  2,487,982.43   sFT  0.99996386   +1 19 59.7
 NH0952;UTM  16      - 4,755,412.575   413,557.565   MT  0.99969192   -0 43 19.1
 NH0952
 NH0952                          SUPERSEDED SURVEY CONTROL
 NH0952
 NH0952  NAD 83(1986)-  42 56 47.20192(N)    088 03 34.61064(W) AD(       ) 4
 NH0952  NAD 27      -  42 56 47.14900(N)    088 03 34.29800(W) AD(       ) 3
 NH0952
 NH0952.Superseded values are not recommended for survey control.
 NH0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0952.See file dsdata.txt to determine how the superseded data were derived.
 NH0952
 NH0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1355855413(NAD 83)
 NH0952_MARKER: 42 = RADIO/TV MAST
 NH0952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH0952+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2001
 NH0952
 NH0952  HISTORY     - Date     Condition        Report By
 NH0952  HISTORY     - 1953     FIRST OBSERVED   CGS
 NH0952  HISTORY     - 20011028 GOOD             USPSQD
 NH0952
 NH0952                          STATION DESCRIPTION
 NH0952
 NH0952'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0953 ***********************************************************************
 NH0953  DESIGNATION -  MILWAUKEE RAD STA WCAN MAST 7
 NH0953  PID         -  NH0953
 NH0953  STATE/COUNTY-  WI/MILWAUKEE
 NH0953  USGS QUAD   -  HALES CORNERS (1994)
 NH0953
 NH0953                         *CURRENT SURVEY CONTROL
 NH0953  ___________________________________________________________________
 NH0953* NAD 83(1991)-  42 56 49.94349(N)    088 03 37.92867(W)     ADJUSTED  
 NH0953* NAVD 88     -                                                        
 NH0953  ___________________________________________________________________
 NH0953  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 NH0953  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 NH0953
 NH0953  HORZ ORDER  -  THIRD
 NH0953
 NH0953.The horizontal coordinates were established by classical geodetic methods
 NH0953.and adjusted by the National Geodetic Survey in November 1991..
 NH0953
 NH0953
 NH0953.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0953
 NH0953.The geoid height was determined by GEOID03.
 NH0953
 NH0953;                    North         East     Units Scale Factor Converg.
 NH0953;SPC WI S     -   107,066.349   758,261.115   MT  0.99996375   +1 19 57.4
 NH0953;SPC WI S     -   351,266.85  2,487,728.34   sFT  0.99996375   +1 19 57.4
 NH0953;UTM  16      - 4,755,497.771   413,483.146   MT  0.99969208   -0 43 21.4
 NH0953
 NH0953                          SUPERSEDED SURVEY CONTROL
 NH0953
 NH0953  NAD 83(1986)-  42 56 49.93300(N)    088 03 37.94149(W) AD(       ) 4
 NH0953  NAD 27      -  42 56 49.88000(N)    088 03 37.62900(W) AD(       ) 3
 NH0953
 NH0953.Superseded values are not recommended for survey control.
 NH0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0953.See file dsdata.txt to determine how the superseded data were derived.
 NH0953
 NH0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1348355498(NAD 83)
 NH0953_MARKER: 42 = RADIO/TV MAST
 NH0953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH0953+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2001
 NH0953
 NH0953  HISTORY     - Date     Condition        Report By
 NH0953  HISTORY     - 1953     FIRST OBSERVED   CGS
 NH0953  HISTORY     - 20011028 GOOD             USPSQD
 NH0953
 NH0953                          STATION DESCRIPTION
 NH0953
 NH0953'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0954 ***********************************************************************
 NH0954  DESIGNATION -  MILWAUKEE RAD STA WCAN MAST 4
 NH0954  PID         -  NH0954
 NH0954  STATE/COUNTY-  WI/MILWAUKEE
 NH0954  USGS QUAD   -  HALES CORNERS (1994)
 NH0954
 NH0954                         *CURRENT SURVEY CONTROL
 NH0954  ___________________________________________________________________
 NH0954* NAD 83(1991)-  42 56 48.42420(N)    088 03 39.56973(W)     ADJUSTED  
 NH0954* NAVD 88     -                                                        
 NH0954  ___________________________________________________________________
 NH0954  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 NH0954  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 NH0954
 NH0954  HORZ ORDER  -  THIRD
 NH0954
 NH0954.The horizontal coordinates were established by classical geodetic methods
 NH0954.and adjusted by the National Geodetic Survey in November 1991..
 NH0954
 NH0954
 NH0954.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0954
 NH0954.The geoid height was determined by GEOID03.
 NH0954
 NH0954;                    North         East     Units Scale Factor Converg.
 NH0954;SPC WI S     -   107,018.615   758,225.014   MT  0.99996381   +1 19 56.3
 NH0954;SPC WI S     -   351,110.24  2,487,609.90   sFT  0.99996381   +1 19 56.3
 NH0954;UTM  16      - 4,755,451.375   413,445.367   MT  0.99969216   -0 43 22.5
 NH0954
 NH0954                          SUPERSEDED SURVEY CONTROL
 NH0954
 NH0954  NAD 83(1986)-  42 56 48.41370(N)    088 03 39.58255(W) AD(       ) 4
 NH0954  NAD 27      -  42 56 48.36000(N)    088 03 39.27000(W) AD(       ) 3
 NH0954
 NH0954.Superseded values are not recommended for survey control.
 NH0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0954.See file dsdata.txt to determine how the superseded data were derived.
 NH0954
 NH0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1344555451(NAD 83)
 NH0954_MARKER: 42 = RADIO/TV MAST
 NH0954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH0954+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2001
 NH0954
 NH0954  HISTORY     - Date     Condition        Report By
 NH0954  HISTORY     - 1953     FIRST OBSERVED   CGS
 NH0954  HISTORY     - 20011028 GOOD             USPSQD
 NH0954
 NH0954                          STATION DESCRIPTION
 NH0954
 NH0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 NH0954'STATIONS ARE THE FLASHING RED LIGHTS ATOP THE RADIO MAST OF
 NH0954'THE WCAN RADIO STATION, LOCATED ABOUT 4 MILES WEST OF MILWAUKEE
 NH0954'AND 1 MILE NORTHWEST OF HALES CORNERS IN AN OPEN FIELD ABOUT
 NH0954'1000 FEET NORTH OF THE TRANSMITTER AT 6225 WEST GRANGE AVENUE.
 NH0954'THE MASTS ARE ALL THE SAME HEIGHT (150) FEET AND ARE PAINTED
 NH0954'IN ALTERNATE RED AND WHITE SECTIONS.  THEY ARE STEEL, UNIFORM
 NH0954'CROSS SECTIONED GUYED MASTS.
 NH0954'
 NH0954'THE STATION WAS SEARCHED FOR AS DESCRIBED AND FOUND TO HAVE
 NH0954'BEEN DESTROYED.  ALL SEVEN MASTS HAVE BEEN TORN DOWN AND RELOCATED.
 NH0954
 NH0954                          STATION RECOVERY (2001)
 NH0954
 NH0954'RECOVERY NOTE BY US POWER SQUADRON 2001
 NH0954'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0963 ***********************************************************************
 NH0963  DESIGNATION -  MILWAUKEE RAD STA WCAN MAST 5
 NH0963  PID         -  NH0963
 NH0963  STATE/COUNTY-  WI/MILWAUKEE
 NH0963  USGS QUAD   -  HALES CORNERS (1994)
 NH0963
 NH0963                         *CURRENT SURVEY CONTROL
 NH0963  ___________________________________________________________________
 NH0963* NAD 83(1991)-  42 56 45.68597(N)    088 03 36.22238(W)     ADJUSTED  
 NH0963* NAVD 88     -                                                        
 NH0963  ___________________________________________________________________
 NH0963  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 NH0963  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 NH0963
 NH0963  HORZ ORDER  -  THIRD
 NH0963
 NH0963.The horizontal coordinates were established by classical geodetic methods
 NH0963.and adjusted by the National Geodetic Survey in November 1991..
 NH0963
 NH0963
 NH0963.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0963
 NH0963.The geoid height was determined by GEOID03.
 NH0963
 NH0963;                    North         East     Units Scale Factor Converg.
 NH0963;SPC WI S     -   106,935.907   758,302.840   MT  0.99996392   +1 19 58.6
 NH0963;SPC WI S     -   350,838.89  2,487,865.23   sFT  0.99996392   +1 19 58.6
 NH0963;UTM  16      - 4,755,365.952   413,520.156   MT  0.99969200   -0 43 20.2
 NH0963
 NH0963                          SUPERSEDED SURVEY CONTROL
 NH0963
 NH0963  NAD 83(1986)-  42 56 45.67546(N)    088 03 36.23520(W) AD(       ) 4
 NH0963  NAD 27      -  42 56 45.62400(N)    088 03 35.92300(W) AD(       ) 3
 NH0963
 NH0963.Superseded values are not recommended for survey control.
 NH0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0963.See file dsdata.txt to determine how the superseded data were derived.
 NH0963
 NH0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1352055366(NAD 83)
 NH0963_MARKER: 42 = RADIO/TV MAST
 NH0963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH0963+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2001
 NH0963
 NH0963  HISTORY     - Date     Condition        Report By
 NH0963  HISTORY     - 1953     FIRST OBSERVED   CGS
 NH0963  HISTORY     - 20011023 GOOD             USPSQD
 NH0963
 NH0963                          STATION DESCRIPTION
 NH0963
 NH0963'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0391 ***********************************************************************
 OL0391  DESIGNATION -  MILWAUKEE RADIO STA WEMP MAST
 OL0391  PID         -  OL0391
 OL0391  STATE/COUNTY-  WI/MILWAUKEE
 OL0391  USGS QUAD   -  MILWAUKEE (1971)
 OL0391
 OL0391                         *CURRENT SURVEY CONTROL
 OL0391  ___________________________________________________________________
 OL0391* NAD 83(1991)-  43 02 49.00353(N)    087 58 51.75739(W)     ADJUSTED  
 OL0391* NAVD 88     -                                                        
 OL0391  ___________________________________________________________________
 OL0391  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 OL0391  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 OL0391
 OL0391  HORZ ORDER  -  THIRD
 OL0391
 OL0391.The horizontal coordinates were established by classical geodetic methods
 OL0391.and adjusted by the National Geodetic Survey in November 1991..
 OL0391
 OL0391
 OL0391.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0391
 OL0391.The geoid height was determined by GEOID03.
 OL0391
 OL0391;                    North         East     Units Scale Factor Converg.
 OL0391;SPC WI S     -   118,296.851   764,478.221   MT  0.99995156   +1 23 14.0
 OL0391;SPC WI S     -   388,112.25  2,508,125.63   sFT  0.99995156   +1 23 14.0
 OL0391;UTM  16      - 4,766,494.991   420,097.375   MT  0.99967854   -0 40 10.9
 OL0391
 OL0391                          SUPERSEDED SURVEY CONTROL
 OL0391
 OL0391  NAD 83(1986)-  43 02 48.99239(N)    087 58 51.76851(W) AD(       ) 4
 OL0391  NAD 27      -  43 02 48.94000(N)    087 58 51.45000(W) AD(       ) 3
 OL0391
 OL0391.Superseded values are not recommended for survey control.
 OL0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0391.See file dsdata.txt to determine how the superseded data were derived.
 OL0391
 OL0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2009766495(NAD 83)
 OL0391
 OL0391  HISTORY     - Date     Condition        Report By
 OL0391  HISTORY     - 1953     MONUMENTED       CGS
 OL0391  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OL0391  HISTORY     - 1975     SEE DESCRIPTION  NGS
 OL0391  HISTORY     - 1988     GOOD             USPSQD
 OL0391
 OL0391                          STATION DESCRIPTION
 OL0391
 OL0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OL0391'STATION IS THE FLASHING RED LIGHT ATOP THE WEMP RADIO STATION
 OL0391'MAST, LOCATED IN
 OL0391'THE WEST SECTION OF MILWAUKEE, ABOUT 150 FEET SOUTH OF THE
 OL0391'INTERSECTION OF WEST MCKINLEY AVENUE
 OL0391'AND NORTH 54TH. STREET.  IT IS A 3 LEGGED STEEL, SELF SUPPORTING
 OL0391'MAST, 461 FEET HIGH AND IS PAINTED IN
 OL0391'ALTERNATE RED AND WHITE SECTIONS.  THE TRANSMITTER
 OL0391'IS LOCATED ABOUT 200 FEET DISTANT AT 5407 WEST MARTIN
 OL0391'DRIVE.
 OL0391
 OL0391                          STATION RECOVERY (1971)
 OL0391
 OL0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JGR)
 OL0391'RECOVERED AS DESCRIBED IN 1953 DESCRIPTION.
 OL0391
 OL0391                          STATION RECOVERY (1975)
 OL0391
 OL0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JWB)
 OL0391'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN QUAD
 OL0391'430873 STA 1044.
 OL0391'
 OL0391'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN THE WEST SECTION
 OL0391'OF MILWAUKEE
 OL0391
 OL0391                          STATION RECOVERY (1988)
 OL0391
 OL0391'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCB)
 OL0391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4919 ***********************************************************************
 DG4919  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4919  DESIGNATION -  MILWAUKEE S GPS
 DG4919  PID         -  DG4919
 DG4919  STATE/COUNTY-  WI/MILWAUKEE
 DG4919  USGS QUAD   -  GREENDALE (1976)
 DG4919
 DG4919                         *CURRENT SURVEY CONTROL
 DG4919  ___________________________________________________________________
 DG4919* NAD 83(1997)-  42 59 16.12701(N)    087 58 11.60804(W)     ADJUSTED  
 DG4919* NAVD 88     -       215.71   (meters)     707.7    (feet)  GPS OBS   
 DG4919  ___________________________________________________________________
 DG4919  X           -     165,539.797 (meters)                     COMP
 DG4919  Y           -  -4,670,075.735 (meters)                     COMP
 DG4919  Z           -   4,326,634.726 (meters)                     COMP
 DG4919  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 DG4919  ELLIP HEIGHT-         180.73  (meters)          (04/02/04) GPS OBS
 DG4919  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 DG4919
 DG4919  HORZ ORDER  -  FIRST
 DG4919  ELLP ORDER  -  FOURTH    CLASS I
 DG4919
 DG4919.The horizontal coordinates were established by GPS observations
 DG4919.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4919
 DG4919.The orthometric height was determined by GPS observations and a
 DG4919.high-resolution geoid model using precise GPS observation and
 DG4919.processing techniques.
 DG4919
 DG4919.Photographs are available for this station.
 DG4919
 DG4919.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4919
 DG4919.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4919
 DG4919.The ellipsoidal height was determined by GPS observations
 DG4919.and is referenced to NAD 83.
 DG4919
 DG4919.The geoid height was determined by GEOID03.
 DG4919
 DG4919;                    North         East     Units Scale Factor Converg.
 DG4919;SPC WI S     -   111,751.956   765,546.517   MT  0.99995843   +1 23 41.6
 DG4919;SPC WI S     -   366,639.54  2,511,630.53   sFT  0.99995843   +1 23 41.6
 DG4919;UTM  16      - 4,759,917.798   420,929.879   MT  0.99967691   -0 39 40.9
 DG4919
 DG4919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4919!SPC WI S     -   0.99997166  x   0.99995843  =   0.99993009
 DG4919!UTM  16      -   0.99997166  x   0.99967691  =   0.99964858
 DG4919
 DG4919                          SUPERSEDED SURVEY CONTROL
 DG4919
 DG4919.No superseded survey control is available for this station.
 DG4919
 DG4919_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2093059918(NAD 83)
 DG4919_MARKER: DD = SURVEY DISK
 DG4919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4919_STAMPING: MILWAUKEE S GPS 2002
 DG4919_MARK LOGO: WIDT  
 DG4919_PROJECTION: FLUSH
 DG4919_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4919+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2005
 DG4919
 DG4919  HISTORY     - Date     Condition        Report By
 DG4919  HISTORY     - 2001     MONUMENTED       WIDT
 DG4919  HISTORY     - 20050520 GOOD             GEOCAC
 DG4919
 DG4919                          STATION DESCRIPTION
 DG4919
 DG4919'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4919'THE STATION IS LOCATED IN THE CITY OF MILWAUKEE.  OWNERSHIP--CITY OF
 DG4919'MILWAUKEE.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 43
 DG4919'WITH US 41 NORTH (EXIT 9) IN THE CITY OF MILWAUKEE, GO NORTH ON US 41
 DG4919'NORTH FOR 3 KM TO WEST OKLAHOMA AVENUE, TURN LEFT ON WEST NORTH
 DG4919'OKLAHOMA AVENUE AND GO WEST FOR 1.7 KM TO SSR 24, TURN LEFT AND GO 0.1
 DG4919'KM TO THE STATION ON THE MEDIAN.  THE STATION IS A BRONZE WISCONSIN
 DG4919'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DG4919'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M
 DG4919'AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 7.3 M
 DG4919'NORTHEAST OF THE CENTERLINE OF FOREST HOME AVENUE NORTHBOUND LANES,
 DG4919'74.0 M SOUTH-SOUTHWEST OF CENTERLINE OF OKLAHOMA AVENUE NORTHBOUND
 DG4919'LANES, 50.0 M NORTH-NORTHEAST OF EXTENDED CENTERLINE OF SOUTH 45TH
 DG4919'STREET, 21.5 M NORTH-NORTHEAST OF LIGHT POLE, AND 8.3 M SOUTHWEST OF
 DG4919'CENTERLINE OF THE SOUTHBOUND LANES OF FOREST HOME AVENUE.
 DG4919'---NOTE---THE STATION IS 0.9 M SOUTH-SOUTHWEST OF A WHITE PLASTIC
 DG4919'WITNESS POST. ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DG4919'EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DG4919' 
 DG4919'
 DG4919
 DG4919                          STATION RECOVERY (2005)
 DG4919
 DG4919'RECOVERY NOTE BY GEOCACHING 2005 (CZ)
 DG4919'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0425 ***********************************************************************
 OL0425  DESIGNATION -  MILWAUKEE SOUTH ENTRANCE LIGHT
 OL0425  PID         -  OL0425
 OL0425  STATE/COUNTY-  WI/MILWAUKEE
 OL0425  USGS QUAD   -  MILWAUKEE (1971)
 OL0425
 OL0425                         *CURRENT SURVEY CONTROL
 OL0425  ___________________________________________________________________
 OL0425* NAD 83(1991)-  43 00 30.11940(N)    087 52 35.72297(W)     ADJUSTED  
 OL0425* NAVD 88     -                                                        
 OL0425  ___________________________________________________________________
 OL0425  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 OL0425  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 OL0425
 OL0425  HORZ ORDER  -  THIRD
 OL0425
 OL0425.The horizontal coordinates were established by classical geodetic methods
 OL0425.and adjusted by the National Geodetic Survey in November 1991..
 OL0425
 OL0425
 OL0425.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0425
 OL0425.The geoid height was determined by GEOID03.
 OL0425
 OL0425;                    North         East     Units Scale Factor Converg.
 OL0425;SPC WI S     -   114,223.939   773,095.096   MT  0.99995592   +1 27 32.4
 OL0425;SPC WI S     -   374,749.71  2,536,396.16   sFT  0.99995592   +1 27 32.4
 OL0425;UTM  16      - 4,762,116.663   428,560.114   MT  0.99966278   -0 35 52.6
 OL0425
 OL0425                          SUPERSEDED SURVEY CONTROL
 OL0425
 OL0425  NAD 83(1986)-  43 00 30.10727(N)    087 52 35.73497(W) AD(       ) 4
 OL0425  NAD 27      -  43 00 30.04700(N)    087 52 35.42800(W) AD(       ) 3
 OL0425
 OL0425.Superseded values are not recommended for survey control.
 OL0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0425.See file dsdata.txt to determine how the superseded data were derived.
 OL0425
 OL0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2856062117(NAD 83)
 OL0425
 OL0425  HISTORY     - Date     Condition        Report By
 OL0425  HISTORY     - 1953     MONUMENTED       CGS
 OL0425  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OL0425  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OL0425  HISTORY     - 1975     SEE DESCRIPTION  NGS
 OL0425  HISTORY     - 1977     GOOD             NGS
 OL0425  HISTORY     - 19961124 GOOD             USPSQD
 OL0425  HISTORY     - 20050302 GOOD             GEOCAC
 OL0425
 OL0425                          STATION DESCRIPTION
 OL0425
 OL0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OL0425'STATION IS THE FLASHING RED LIGHT ATOP A RED STEEL TOWER
 OL0425'ABOUT 25 FEET
 OL0425'HIGH, LOCATED ABOUT 3/4 MILE FROM THE WEST SHORE OF LAKE MICHIGAN AT
 OL0425'THE MOST SOUTHEASTERLY POINT OF A
 OL0425'CONCRETE BREAKWATER.  IT IS ON THE NORTH SIDE OF A GAP IN
 OL0425'THE BREAKWATER.  THIS POINT IS ABOUT DUE EAST
 OL0425'FROM LINCOLN AVENUE IN THE SOUTH EAST SECTION
 OL0425'OF MILWAUKEE.
 OL0425
 OL0425                          STATION RECOVERY (1971)
 OL0425
 OL0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JGR)
 OL0425'RECOVERED AS DESCRIBED IN 1953 DESCRIPTION
 OL0425
 OL0425                          STATION RECOVERY (1971)
 OL0425
 OL0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DLV)
 OL0425'THIS STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OL0425'
 OL0425'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- MILWAUKEE HARBOR
 OL0425
 OL0425                          STATION RECOVERY (1975)
 OL0425
 OL0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CRL)
 OL0425'THIS STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 OL0425'
 OL0425'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN MILWAUKEE HARBOR
 OL0425
 OL0425                          STATION RECOVERY (1977)
 OL0425
 OL0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JVT)
 OL0425'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 OL0425'CONDITION.
 OL0425
 OL0425                          STATION RECOVERY (1996)
 OL0425
 OL0425'RECOVERY NOTE BY US POWER SQUADRON 1996
 OL0425'RECOVERED IN GOOD CONDITION.
 OL0425
 OL0425                          STATION RECOVERY (2005)
 OL0425
 OL0425'RECOVERY NOTE BY GEOCACHING 2005 (CZ)
 OL0425'STATION IS NOW PAINTED WHITE WITH A RED BAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0397 ***********************************************************************
 OL0397  DESIGNATION -  MILWAUKEE ST JOSEPHAT BAS DOME
 OL0397  PID         -  OL0397
 OL0397  STATE/COUNTY-  WI/MILWAUKEE
 OL0397  USGS QUAD   -  MILWAUKEE (1971)
 OL0397
 OL0397                         *CURRENT SURVEY CONTROL
 OL0397  ___________________________________________________________________
 OL0397* NAD 83(1991)-  43 00 08.70135(N)    087 55 08.91650(W)     ADJUSTED  
 OL0397* NAVD 88     -                                                        
 OL0397  ___________________________________________________________________
 OL0397  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 OL0397  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 OL0397
 OL0397  HORZ ORDER  -  THIRD
 OL0397
 OL0397.The horizontal coordinates were established by classical geodetic methods
 OL0397.and adjusted by the National Geodetic Survey in November 1991..
 OL0397
 OL0397
 OL0397.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0397
 OL0397.The geoid height was determined by GEOID03.
 OL0397
 OL0397;                    North         East     Units Scale Factor Converg.
 OL0397;SPC WI S     -   113,475.784   769,643.438   MT  0.99995663   +1 25 47.1
 OL0397;SPC WI S     -   372,295.13  2,525,071.85   sFT  0.99995663   +1 25 47.1
 OL0397;UTM  16      - 4,761,493.052   425,084.838   MT  0.99966904   -0 37 36.9
 OL0397
 OL0397                          SUPERSEDED SURVEY CONTROL
 OL0397
 OL0397  NAD 83(1986)-  43 00 08.68962(N)    087 55 08.92878(W) AD(       ) 4
 OL0397  NAD 27      -  43 00 08.63500(N)    087 55 08.62300(W) AD(       ) 3
 OL0397
 OL0397.Superseded values are not recommended for survey control.
 OL0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0397.See file dsdata.txt to determine how the superseded data were derived.
 OL0397
 OL0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2508561493(NAD 83)
 OL0397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0397+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2006
 OL0397
 OL0397  HISTORY     - Date     Condition        Report By
 OL0397  HISTORY     - 1953     MONUMENTED       CGS
 OL0397  HISTORY     - 1960     SEE DESCRIPTION  CGS
 OL0397  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OL0397  HISTORY     - 1975     SEE DESCRIPTION  NGS
 OL0397  HISTORY     - 1976     GOOD             NGS
 OL0397  HISTORY     - 1977     GOOD             NGS
 OL0397  HISTORY     - 1982     GOOD             AME
 OL0397  HISTORY     - 1988     GOOD             USPSQD
 OL0397  HISTORY     - 19961124 GOOD             USPSQD
 OL0397  HISTORY     - 20000226 GOOD             USPSQD
 OL0397  HISTORY     - 20060725 GOOD             GEOCAC
 OL0397
 OL0397                          STATION DESCRIPTION
 OL0397
 OL0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OL0397'STATION IS THE BASE OF THE GOLD CROSS AT THE APEX OF THE
 OL0397'ST. JOSEPHAT
 OL0397'BASILICA DOME, LOCATED AT THE SOUTHWEST CORNER OF THE INTERSECTION OF
 OL0397'WEST LINCOLN AVENUE AND SOUTH 6TH.
 OL0397'STREET IN THE SOUTH CENTRAL SECTION OF MILWAUKEE.  THE
 OL0397'BASILICA IS A TAN BRICK STRUCTURE WITH A GREEN
 OL0397'METAL DOME ATOP.  THE CROSS IS ATOP A SMALL
 OL0397'CUPOLA AT THE CENTER OF THE TOP OF THE DOME.  THE OVERALL HEIGHT
 OL0397'OF THE STRUCTURE IS ABOUT 75
 OL0397'FEET.
 OL0397
 OL0397                          STATION RECOVERY (1960)
 OL0397
 OL0397'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CWM)
 OL0397'RECOVERED AS DESCRIBED IN THE 1957 DESCRIPTION.
 OL0397
 OL0397                          STATION RECOVERY (1971)
 OL0397
 OL0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JGR)
 OL0397'RECOVERED AS DESCRIBED IN 1953 DESCRIPTION.
 OL0397
 OL0397                          STATION RECOVERY (1975)
 OL0397
 OL0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CRL)
 OL0397'STATION RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 OL0397'
 OL0397'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN MILWAUKEE
 OL0397
 OL0397                          STATION RECOVERY (1976)
 OL0397
 OL0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RS)
 OL0397'STATION RECOVERED AS DESCRIBED.
 OL0397'
 OL0397'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN MILWAUKEE.
 OL0397
 OL0397                          STATION RECOVERY (1977)
 OL0397
 OL0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JVT)
 OL0397'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 OL0397'CONDITION.
 OL0397
 OL0397                          STATION RECOVERY (1982)
 OL0397
 OL0397'RECOVERY NOTE BY AERO-METRIC ENGINEERING INCORPORATED 1982 (RT)
 OL0397'STATION RECOVERED GOOD.
 OL0397'
 OL0397'FOUND AS DESCRIBED.
 OL0397
 OL0397                          STATION RECOVERY (1988)
 OL0397
 OL0397'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCB)
 OL0397'RECOVERED IN GOOD CONDITION.
 OL0397
 OL0397                          STATION RECOVERY (1996)
 OL0397
 OL0397'RECOVERY NOTE BY US POWER SQUADRON 1996
 OL0397'RECOVERED IN GOOD CONDITION.
 OL0397
 OL0397                          STATION RECOVERY (2000)
 OL0397
 OL0397'RECOVERY NOTE BY US POWER SQUADRON 2000
 OL0397'RECOVERED IN GOOD CONDITION.
 OL0397
 OL0397                          STATION RECOVERY (2006)
 OL0397
 OL0397'RECOVERY NOTE BY GEOCACHING 2006 (CT)
 OL0397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0417 ***********************************************************************
 OL0417  DESIGNATION -  MILWAUKEE ST MICHAELS CATH CH
 OL0417  PID         -  OL0417
 OL0417  STATE/COUNTY-  WI/MILWAUKEE
 OL0417  USGS QUAD   -  MILWAUKEE (1971)
 OL0417
 OL0417                         *CURRENT SURVEY CONTROL
 OL0417  ___________________________________________________________________
 OL0417* NAD 83(1991)-  43 02 59.33277(N)    087 56 34.81310(W)     ADJUSTED  
 OL0417* NAVD 88     -                                                        
 OL0417  ___________________________________________________________________
 OL0417  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 OL0417  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 OL0417
 OL0417  HORZ ORDER  -  THIRD
 OL0417
 OL0417.The horizontal coordinates were established by classical geodetic methods
 OL0417.and adjusted by the National Geodetic Survey in November 1991..
 OL0417
 OL0417
 OL0417.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0417
 OL0417.The geoid height was determined by GEOID03.
 OL0417
 OL0417;                    North         East     Units Scale Factor Converg.
 OL0417;SPC WI S     -   118,691.231   767,568.746   MT  0.99995125   +1 24 48.1
 OL0417;SPC WI S     -   389,406.15  2,518,265.13   sFT  0.99995125   +1 24 48.1
 OL0417;UTM  16      - 4,766,778.107   423,199.208   MT  0.99967256   -0 38 37.5
 OL0417
 OL0417                          SUPERSEDED SURVEY CONTROL
 OL0417
 OL0417  NAD 83(1986)-  43 02 59.32130(N)    087 56 34.82424(W) AD(       ) 4
 OL0417  NAD 27      -  43 02 59.27100(N)    087 56 34.51400(W) AD(       ) 3
 OL0417
 OL0417.Superseded values are not recommended for survey control.
 OL0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0417.See file dsdata.txt to determine how the superseded data were derived.
 OL0417
 OL0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2319966778(NAD 83)
 OL0417
 OL0417  HISTORY     - Date     Condition        Report By
 OL0417  HISTORY     - 1953     MONUMENTED       CGS
 OL0417  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OL0417  HISTORY     - 1977     GOOD             NGS
 OL0417  HISTORY     - 1988     GOOD             USPSQD
 OL0417
 OL0417                          STATION DESCRIPTION
 OL0417
 OL0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OL0417'STATION IS THE BASE OF THE CROSS ATOP ST. MICHAELS CATHOLIC
 OL0417'CHURCH, LOCATED AT
 OL0417'THE SOUTHWEST CORNER OF WEST CHERRY AND NORTH 24TH. STREET IN
 OL0417'MILWAUKEE.  THE CHURCH IS A LARGE TAN
 OL0417'STONE BUILDING, WITH A GRAY SHINGLE SPIRE WITH A GOLD CROSS ATOP
 OL0417'AND IS ABOUT 160 FEET HIGH.
 OL0417
 OL0417                          STATION RECOVERY (1971)
 OL0417
 OL0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JGR)
 OL0417'RECOVERED AS DESCRIBED IN 1953 DESCRIPTION, WITH THE EXCEPTION OF THE
 OL0417'COLOR OF THE CROSS
 OL0417'WHICH IS NOW GREEN.
 OL0417
 OL0417                          STATION RECOVERY (1977)
 OL0417
 OL0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JVT)
 OL0417'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 OL0417'CONDITION.
 OL0417
 OL0417                          STATION RECOVERY (1988)
 OL0417
 OL0417'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCB)
 OL0417'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1146 ***********************************************************************
 OM1146  DESIGNATION -  MILWAUKEE ST PAUL AWY BCN 8
 OM1146  PID         -  OM1146
 OM1146  STATE/COUNTY-  WI/DANE
 OM1146  USGS QUAD   -  SPRINGFIELD CORNERS (1969)
 OM1146
 OM1146                         *CURRENT SURVEY CONTROL
 OM1146  ___________________________________________________________________
 OM1146* NAD 83(1991)-  43 08 29.34754(N)    089 32 25.58618(W)     ADJUSTED  
 OM1146* NAVD 88     -                                                        
 OM1146  ___________________________________________________________________
 OM1146  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 OM1146  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 OM1146
 OM1146  HORZ ORDER  -  THIRD
 OM1146
 OM1146.The horizontal coordinates were established by classical geodetic methods
 OM1146.and adjusted by the National Geodetic Survey in November 1991..
 OM1146
 OM1146
 OM1146.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1146
 OM1146.The geoid height was determined by GEOID03.
 OM1146
 OM1146;                    North         East     Units Scale Factor Converg.
 OM1146;SPC WI S     -   126,910.940   637,384.494   MT  0.99994277   +0 18 56.8
 OM1146;SPC WI S     -   416,373.64  2,091,152.29   sFT  0.99994277   +0 18 56.8
 OM1146;UTM  16      - 4,779,659.679   293,404.120   MT  1.00012508   -1 44 16.0
 OM1146
 OM1146                          SUPERSEDED SURVEY CONTROL
 OM1146
 OM1146  NAD 83(1986)-  43 08 29.33957(N)    089 32 25.58845(W) AD(       ) 4
 OM1146  NAD 27      -  43 08 29.36700(N)    089 32 25.15100(W) AD(       ) 3
 OM1146
 OM1146.Superseded values are not recommended for survey control.
 OM1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1146.See file dsdata.txt to determine how the superseded data were derived.
 OM1146
 OM1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9340479660(NAD 83)
 OM1146_MARKER: 22 = AIRWAY BEACON
 OM1146
 OM1146  HISTORY     - Date     Condition        Report By
 OM1146  HISTORY     - 1935     FIRST OBSERVED   CGS
 OM1146  HISTORY     - 1958     SEE DESCRIPTION  CGS
 OM1146
 OM1146                          STATION DESCRIPTION
 OM1146
 OM1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 OM1146'THIS STATION IS THE AIRWAY BEACON 8, MILWAUKEE-ST. PAUL AIRLINE,
 OM1146'ABOUT 1.0 MILE WEST OF THE TOWN OF ASHTON, AND ABOUT 0.2 MILE
 OM1146'NORTH OF AN EAST-AND-WEST GRAVEL ROAD, IN THE SW CORNER,
 OM1146'SW 1/4, SEC. 27 T 8 N R 8 E.  THE BEACON WAS PLACED IN ITS
 OM1146'PRESENT LOCATION ON LAND OWNED BY FRANK KULTUR, IN 1932.
 OM1146'
 OM1146'THE BEACON IS A STANDARD ORANGE-AND-WHITE 50-FOOT REVOLVING
 OM1146'BEACON.
 OM1146
 OM1146                          STATION RECOVERY (1958)
 OM1146
 OM1146'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1146'THE STATION WAS NOT RECOVERED AND SHOULD BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0398 ***********************************************************************
 OL0398  DESIGNATION -  MILWAUKEE THIRD CH C SCIEN CUP
 OL0398  PID         -  OL0398
 OL0398  STATE/COUNTY-  WI/MILWAUKEE
 OL0398  USGS QUAD   -  MILWAUKEE (1971)
 OL0398
 OL0398                         *CURRENT SURVEY CONTROL
 OL0398  ___________________________________________________________________
 OL0398* NAD 83(1991)-  43 04 18.98915(N)    087 58 04.54280(W)     ADJUSTED  
 OL0398* NAVD 88     -                                                        
 OL0398  ___________________________________________________________________
 OL0398  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 OL0398  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 OL0398
 OL0398  HORZ ORDER  -  THIRD
 OL0398
 OL0398.The horizontal coordinates were established by classical geodetic methods
 OL0398.and adjusted by the National Geodetic Survey in November 1991..
 OL0398
 OL0398
 OL0398.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0398
 OL0398.The geoid height was determined by GEOID03.
 OL0398
 OL0398;                    North         East     Units Scale Factor Converg.
 OL0398;SPC WI S     -   121,098.745   765,478.802   MT  0.99994897   +1 23 46.5
 OL0398;SPC WI S     -   397,304.80  2,511,408.37   sFT  0.99994897   +1 23 46.5
 OL0398;UTM  16      - 4,769,258.409   421,197.586   MT  0.99967639   -0 39 39.8
 OL0398
 OL0398                          SUPERSEDED SURVEY CONTROL
 OL0398
 OL0398  NAD 83(1986)-  43 04 18.97795(N)    087 58 04.55342(W) AD(       ) 4
 OL0398  NAD 27      -  43 04 18.93200(N)    087 58 04.24100(W) AD(       ) 3
 OL0398
 OL0398.Superseded values are not recommended for survey control.
 OL0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0398.See file dsdata.txt to determine how the superseded data were derived.
 OL0398
 OL0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2119869258(NAD 83)
 OL0398
 OL0398  HISTORY     - Date     Condition        Report By
 OL0398  HISTORY     - 1953     MONUMENTED       CGS
 OL0398  HISTORY     - 1966     SEE DESCRIPTION  CGS
 OL0398  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OL0398  HISTORY     - 1988     GOOD             USPSQD
 OL0398
 OL0398                          STATION DESCRIPTION
 OL0398
 OL0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OL0398'STATION IS THE CENTER OF THE TOP OF THE CUPOLA OF THE THIRD
 OL0398'CHURCH OF CHRIST
 OL0398'THE SCIENTIST CHURCH, LOCATED AT THE NORTHWEST CORNER OF THE
 OL0398'INTERSECTION OF NORTH SHERMAN BOULEVARD
 OL0398'AND WEST LOCUST STREET.  THE CUPOLA IS SMALL DOME-SHAPED
 OL0398'STRUCTURE SUPPORTED BY CONCRETE COLUMNS
 OL0398'RISING ABOUT 25 FEET ABOVE A LARGE GREEN
 OL0398'DOME NEAR THE CENTER OF THE ROOF OF THE YELLOW BRICK
 OL0398'CHURCH BUILDING.
 OL0398
 OL0398                          STATION RECOVERY (1966)
 OL0398
 OL0398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DLW)
 OL0398'RECOVERED AS DESCRIBED IN HORIZONTAL CONTROL DATA
 OL0398
 OL0398                          STATION RECOVERY (1971)
 OL0398
 OL0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JGR)
 OL0398'RECOVERED AS DESCRIBED IN 1953 DESCRIPTION.
 OL0398
 OL0398                          STATION RECOVERY (1988)
 OL0398
 OL0398'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCB)
 OL0398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0421 ***********************************************************************
 OL0421  DESIGNATION -  MILWAUKEE TV WTMJ TALLER MAST
 OL0421  PID         -  OL0421
 OL0421  STATE/COUNTY-  WI/MILWAUKEE
 OL0421  USGS QUAD   -  MILWAUKEE (1971)
 OL0421
 OL0421                         *CURRENT SURVEY CONTROL
 OL0421  ___________________________________________________________________
 OL0421* NAD 83(1991)-  43 05 28.59867(N)    087 54 07.37459(W)     ADJUSTED  
 OL0421* NAVD 88     -                                                        
 OL0421  ___________________________________________________________________
 OL0421  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 OL0421  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 OL0421
 OL0421  HORZ ORDER  -  THIRD
 OL0421
 OL0421.The horizontal coordinates were established by classical geodetic methods
 OL0421.and adjusted by the National Geodetic Survey in November 1991..
 OL0421
 OL0421
 OL0421.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0421
 OL0421.The geoid height was determined by GEOID03.
 OL0421
 OL0421;                    North         East     Units Scale Factor Converg.
 OL0421;SPC WI S     -   123,378.926   770,788.499   MT  0.99994710   +1 26 29.4
 OL0421;SPC WI S     -   404,785.69  2,528,828.60   sFT  0.99994710   +1 26 29.4
 OL0421;UTM  16      - 4,771,345.907   426,584.235   MT  0.99966630   -0 36 58.6
 OL0421
 OL0421                          SUPERSEDED SURVEY CONTROL
 OL0421
 OL0421  NAD 83(1986)-  43 05 28.58683(N)    087 54 07.38480(W) AD(       ) 4
 OL0421  NAD 27      -  43 05 28.54200(N)    087 54 07.07300(W) AD(       ) 3
 OL0421
 OL0421.Superseded values are not recommended for survey control.
 OL0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0421.See file dsdata.txt to determine how the superseded data were derived.
 OL0421
 OL0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2658471346(NAD 83)
 OL0421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0421+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2001
 OL0421
 OL0421  HISTORY     - Date     Condition        Report By
 OL0421  HISTORY     - 1953     MONUMENTED       CGS
 OL0421  HISTORY     - 1961     SEE DESCRIPTION  AMS
 OL0421  HISTORY     - 1967     SEE DESCRIPTION  CGS
 OL0421  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OL0421  HISTORY     - 1975     SEE DESCRIPTION  NGS
 OL0421  HISTORY     - 1976     GOOD             NGS
 OL0421  HISTORY     - 1988     GOOD             USPSQD
 OL0421  HISTORY     - 20011102 GOOD             USPSQD
 OL0421
 OL0421                          STATION DESCRIPTION
 OL0421
 OL0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OL0421'STATION IS THE FLASHING RED LIGHT ATOP THE WTMJ TELEVISION MAST,
 OL0421'LOCATED IN THE
 OL0421'NORTHEAST SECTION OF MILWAUKEE, AT THE REAR OF 720 EAST CAPITOL
 OL0421'DRIVE.  IT IS A 4 LEGGED, GUYED STEEL
 OL0421'MAST, 1035 FEET HIGH AND IS PAINTED IN ALTERNATE RED AND WHITE
 OL0421'SECTIONS.  THIS MAST IS ABOUT 300 FEET NORTH
 OL0421'OF A 349 FOOT MAST.
 OL0421
 OL0421                          STATION RECOVERY (1961)
 OL0421
 OL0421'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1961
 OL0421'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OL0421
 OL0421                          STATION RECOVERY (1967)
 OL0421
 OL0421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WIB)
 OL0421'WTMJ-TV CHANNEL 4 JUST RECENTLY INCREASED THE HEIGHT OF THEIR
 OL0421'TRANSMITTER TOWER
 OL0421'FROM 1035 FEET TO ABOUT 1096 FEET.
 OL0421
 OL0421                          STATION RECOVERY (1971)
 OL0421
 OL0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JGR)
 OL0421'RECOVERED AS DESCRIBED IN 1953 DESCRIPTION.
 OL0421
 OL0421                          STATION RECOVERY (1975)
 OL0421
 OL0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JWB)
 OL0421'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN QUAD
 OL0421'430873 STA 1049.
 OL0421'
 OL0421'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN THE NORTHEAST
 OL0421'SECTION OF MILWAUKEE
 OL0421
 OL0421                          STATION RECOVERY (1976)
 OL0421
 OL0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RS)
 OL0421'STATION MARK RECOVERED AS DESCRIBED.
 OL0421'
 OL0421'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN MILWAUKEE.
 OL0421
 OL0421                          STATION RECOVERY (1988)
 OL0421
 OL0421'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCB)
 OL0421'RECOVERED IN GOOD CONDITION.
 OL0421
 OL0421                          STATION RECOVERY (2001)
 OL0421
 OL0421'RECOVERY NOTE BY US POWER SQUADRON 2001
 OL0421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0389 ***********************************************************************
 OL0389  DESIGNATION -  MILWAUKEE WATER WKS PARK TOWER
 OL0389  PID         -  OL0389
 OL0389  STATE/COUNTY-  WI/MILWAUKEE
 OL0389  USGS QUAD   -  MILWAUKEE (1971)
 OL0389
 OL0389                         *CURRENT SURVEY CONTROL
 OL0389  ___________________________________________________________________
 OL0389* NAD 83(1991)-  43 03 34.97168(N)    087 52 47.52616(W)     ADJUSTED  
 OL0389* NAVD 88     -                                                        
 OL0389  ___________________________________________________________________
 OL0389  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 OL0389  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 OL0389
 OL0389  HORZ ORDER  -  THIRD
 OL0389
 OL0389.The horizontal coordinates were established by classical geodetic methods
 OL0389.and adjusted by the National Geodetic Survey in November 1991..
 OL0389
 OL0389
 OL0389.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0389
 OL0389.The geoid height was determined by GEOID03.
 OL0389
 OL0389;                    North         East     Units Scale Factor Converg.
 OL0389;SPC WI S     -   119,919.435   772,682.873   MT  0.99995021   +1 27 24.3
 OL0389;SPC WI S     -   393,435.68  2,535,043.73   sFT  0.99995021   +1 27 24.3
 OL0389;UTM  16      - 4,767,821.630   428,352.672   MT  0.99966315   -0 36 02.8
 OL0389
 OL0389                          SUPERSEDED SURVEY CONTROL
 OL0389
 OL0389  NAD 83(1986)-  43 03 34.95952(N)    087 52 47.53705(W) AD(       ) 4
 OL0389  NAD 27      -  43 03 34.90700(N)    087 52 47.22600(W) AD(       ) 3
 OL0389
 OL0389.Superseded values are not recommended for survey control.
 OL0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0389.See file dsdata.txt to determine how the superseded data were derived.
 OL0389
 OL0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2835367822(NAD 83)
 OL0389_MARKER: 55 = TOWER
 OL0389
 OL0389  HISTORY     - Date     Condition        Report By
 OL0389  HISTORY     - 1953     FIRST OBSERVED   CGS
 OL0389  HISTORY     - 1971     GOOD             NGS
 OL0389  HISTORY     - 1975     GOOD             NGS
 OL0389  HISTORY     - 1976     GOOD             NGS
 OL0389  HISTORY     - 1977     GOOD             NGS
 OL0389  HISTORY     - 1982     GOOD             AME
 OL0389  HISTORY     - 1988     GOOD             USPSQD
 OL0389  HISTORY     - 20050320 GOOD             GEOCAC
 OL0389
 OL0389                          STATION DESCRIPTION
 OL0389
 OL0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OL0389'STATION IS THE BASE OF A LIGHTNING ROD ATOP A TALL LIMESTONE
 OL0389'WATER TOWER,
 OL0389'LOCATED IN WATER WORKS PARK, ABOUT 150 FEET SOUTHEAST OF THE
 OL0389'INTERSECTION OF NORTH LAKE DRIVE
 OL0389'AND EAST NORTH AVENUE, ABOUT 0.05 MILE WEST OF LAKE MICHIGAN, IN
 OL0389'THE EAST SECTION OF MILWAUKEE.  THE
 OL0389'TOWER IS ROUND, ABOUT 100 FEET HIGH AND RESEMBLES A
 OL0389'LIGHTHOUSE FROM A DISTANCE, EXCEPT THAT THE UPPER PART
 OL0389'OF THE TOWER IS VERY ORNATE.
 OL0389
 OL0389                          STATION RECOVERY (1971)
 OL0389
 OL0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DLV)
 OL0389'THIS STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 OL0389
 OL0389                          STATION RECOVERY (1975)
 OL0389
 OL0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CRL)
 OL0389'STATION RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 OL0389'
 OL0389'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN MILWAUKEE
 OL0389
 OL0389                          STATION RECOVERY (1976)
 OL0389
 OL0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RS)
 OL0389'STATION MARK RECOVERED AS DESCRIBED.
 OL0389'
 OL0389'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN MILWAUKEE.
 OL0389
 OL0389                          STATION RECOVERY (1977)
 OL0389
 OL0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JVT)
 OL0389'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED.
 OL0389
 OL0389                          STATION RECOVERY (1982)
 OL0389
 OL0389'RECOVERY NOTE BY AERO-METRIC ENGINEERING INCORPORATED 1982 (RT)
 OL0389'STATION RECOVERED GOOD.
 OL0389'
 OL0389'FOUND AS DESCRIBED.
 OL0389
 OL0389                          STATION RECOVERY (1988)
 OL0389
 OL0389'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCB)
 OL0389'RECOVERED IN GOOD CONDITION.
 OL0389
 OL0389                          STATION RECOVERY (2005)
 OL0389
 OL0389'RECOVERY NOTE BY GEOCACHING 2005 (CZ)
 OL0389'STATION IS KNOWN AS THE NORTH POINT WATER TOWER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0420 ***********************************************************************
 OL0420  DESIGNATION -  MILWAUKEE WIS TELE BLDG CUP
 OL0420  PID         -  OL0420
 OL0420  STATE/COUNTY-  WI/MILWAUKEE
 OL0420  USGS QUAD   -  MILWAUKEE (1971)
 OL0420
 OL0420                         *CURRENT SURVEY CONTROL
 OL0420  ___________________________________________________________________
 OL0420* NAD 83(1991)-  43 02 21.62536(N)    087 54 27.41527(W)     ADJUSTED  
 OL0420* NAVD 88     -                                                        
 OL0420  ___________________________________________________________________
 OL0420  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 OL0420  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 OL0420
 OL0420  HORZ ORDER  -  THIRD
 OL0420
 OL0420.The horizontal coordinates were established by classical geodetic methods
 OL0420.and adjusted by the National Geodetic Survey in November 1991..
 OL0420
 OL0420
 OL0420.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0420
 OL0420.The geoid height was determined by GEOID03.
 OL0420
 OL0420;                    North         East     Units Scale Factor Converg.
 OL0420;SPC WI S     -   117,599.753   770,480.169   MT  0.99995238   +1 26 15.7
 OL0420;SPC WI S     -   385,825.19  2,527,817.02   sFT  0.99995238   +1 26 15.7
 OL0420;UTM  16      - 4,765,583.161   426,068.766   MT  0.99966724   -0 37 10.1
 OL0420
 OL0420                          SUPERSEDED SURVEY CONTROL
 OL0420
 OL0420  NAD 83(1986)-  43 02 21.61349(N)    087 54 27.42659(W) AD(       ) 4
 OL0420  NAD 27      -  43 02 21.56000(N)    087 54 27.11800(W) AD(       ) 3
 OL0420
 OL0420.Superseded values are not recommended for survey control.
 OL0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0420.See file dsdata.txt to determine how the superseded data were derived.
 OL0420
 OL0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2606965583(NAD 83)
 OL0420_MARKER: 86 = CUPOLA
 OL0420
 OL0420  HISTORY     - Date     Condition        Report By
 OL0420  HISTORY     - 1953     FIRST OBSERVED   CGS
 OL0420  HISTORY     - 1971     GOOD             NGS
 OL0420  HISTORY     - 1975     GOOD             NGS
 OL0420  HISTORY     - 1977     GOOD             NGS
 OL0420  HISTORY     - 1988     GOOD             USPSQD
 OL0420  HISTORY     - 20030316 GOOD             USPSQD
 OL0420
 OL0420                          STATION DESCRIPTION
 OL0420
 OL0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OL0420'STATION IS THE BASE OF A FLAGPOLE, ATOP A CUPOLA OF THE WISC.
 OL0420'TELEPHONE
 OL0420'BUILDING, LOCATED ON THE EAST SIDE OF BROADWAY, BETWEEN EAST MASON
 OL0420'AND EAST WISCONSIN AVENUES.  THE
 OL0420'BUILDING IS TAN BRICK, 22 STORIES HIGH, WITH A GREEN TILE ROOF
 OL0420'AND A SQUARE, OPEN SIDED CUPOLA ABOUT 10
 OL0420'FEET HIGH ATOP.
 OL0420
 OL0420                          STATION RECOVERY (1971)
 OL0420
 OL0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JGR)
 OL0420'RECOVERED AS DESCRIBED IN 1953 DESCRIPTION.
 OL0420
 OL0420                          STATION RECOVERY (1975)
 OL0420
 OL0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CRL)
 OL0420'STATION RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 OL0420'
 OL0420'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN MILWAUKEE
 OL0420
 OL0420                          STATION RECOVERY (1977)
 OL0420
 OL0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JVT)
 OL0420'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 OL0420
 OL0420                          STATION RECOVERY (1988)
 OL0420
 OL0420'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCB)
 OL0420'RECOVERED IN GOOD CONDITION.
 OL0420
 OL0420                          STATION RECOVERY (2003)
 OL0420
 OL0420'RECOVERY NOTE BY US POWER SQUADRON 2003 (RW)
 OL0420'MARK RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0401 ***********************************************************************
 OL0401  DESIGNATION -  MILWAUKEE WIS TOWER BLDG TOWER
 OL0401  PID         -  OL0401
 OL0401  STATE/COUNTY-  WI/MILWAUKEE
 OL0401  USGS QUAD   -  MILWAUKEE (1971)
 OL0401
 OL0401                         *CURRENT SURVEY CONTROL
 OL0401  ___________________________________________________________________
 OL0401* NAD 83(1991)-  43 02 20.49806(N)    087 55 09.44412(W)     ADJUSTED  
 OL0401* NAVD 88     -                                                        
 OL0401  ___________________________________________________________________
 OL0401  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 OL0401  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 OL0401
 OL0401  HORZ ORDER  -  THIRD
 OL0401
 OL0401.The horizontal coordinates were established by classical geodetic methods
 OL0401.and adjusted by the National Geodetic Survey in November 1991..
 OL0401
 OL0401
 OL0401.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0401
 OL0401.The geoid height was determined by GEOID03.
 OL0401
 OL0401;                    North         East     Units Scale Factor Converg.
 OL0401;SPC WI S     -   117,541.176   769,530.023   MT  0.99995242   +1 25 46.8
 OL0401;SPC WI S     -   385,633.01  2,524,699.75   sFT  0.99995242   +1 25 46.8
 OL0401;UTM  16      - 4,765,558.735   425,117.400   MT  0.99966898   -0 37 38.8
 OL0401
 OL0401                          SUPERSEDED SURVEY CONTROL
 OL0401
 OL0401  NAD 83(1986)-  43 02 20.48631(N)    087 55 09.45538(W) AD(       ) 4
 OL0401  NAD 27      -  43 02 20.43300(N)    087 55 09.14700(W) AD(       ) 3
 OL0401
 OL0401.Superseded values are not recommended for survey control.
 OL0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0401.See file dsdata.txt to determine how the superseded data were derived.
 OL0401
 OL0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2511765559(NAD 83)
 OL0401_MARKER: 55 = TOWER
 OL0401
 OL0401  HISTORY     - Date     Condition        Report By
 OL0401  HISTORY     - 1953     FIRST OBSERVED   CGS
 OL0401  HISTORY     - 1971     GOOD             NGS
 OL0401  HISTORY     - 1975     GOOD             NGS
 OL0401  HISTORY     - 1977     GOOD             NGS
 OL0401  HISTORY     - 1988     GOOD             USPSQD
 OL0401  HISTORY     - 20030316 GOOD             USPSQD
 OL0401
 OL0401                          STATION DESCRIPTION
 OL0401
 OL0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OL0401'STATION IS THE CENTER OF THE TOP OF A STONE, OCTAGONAL TOWER
 OL0401'ABOUT 50 FEET
 OL0401'HIGH, LOCATED ATOP THE WISCONSIN TOWER BUILDING AT THE NORTHWEST
 OL0401'CORNER OF 6TH.  STREET AND
 OL0401'WISCONSIN AVENUE NEAR THE CENTER OF MILWAUKEE.  THE MAIN BUILDING IS
 OL0401'ABOUT 20 STORIES HIGH AND THE TOWER
 OL0401'PROPER HAS LARGE WINDOWS ON ALL SIDES.
 OL0401
 OL0401                          STATION RECOVERY (1971)
 OL0401
 OL0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JGR)
 OL0401'RECOVERED AS DESCRIBED IN 1953 DESCRIPTION.
 OL0401
 OL0401                          STATION RECOVERY (1975)
 OL0401
 OL0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CRL)
 OL0401'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 OL0401'
 OL0401'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN MILWAUKEE
 OL0401
 OL0401                          STATION RECOVERY (1977)
 OL0401
 OL0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JVT)
 OL0401'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1953 DESCRIPTION.
 OL0401'THERE IS NOW A SKELETON MAST LOCATED ON THE WEST SIDE OF THE
 OL0401'TOWER.
 OL0401
 OL0401                          STATION RECOVERY (1988)
 OL0401
 OL0401'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCB)
 OL0401'RECOVERED IN GOOD CONDITION.
 OL0401
 OL0401                          STATION RECOVERY (2003)
 OL0401
 OL0401'RECOVERY NOTE BY US POWER SQUADRON 2003 (RW)
 OL0401'MARK RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0005 ***********************************************************************
 QN0005  DESIGNATION -  MIN
 QN0005  PID         -  QN0005
 QN0005  STATE/COUNTY-  WI/PRICE
 QN0005  USGS QUAD   -  PENNINGTON (1984)
 QN0005
 QN0005                         *CURRENT SURVEY CONTROL
 QN0005  ___________________________________________________________________
 QN0005* NAD 83(1991)-  45 32 07.15951(N)    090 26 09.50121(W)     ADJUSTED  
 QN0005* NAVD 88     -       456.174  (meters)    1496.63   (feet)  ADJUSTED  
 QN0005  ___________________________________________________________________
 QN0005  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 QN0005  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 QN0005  DYNAMIC HT  -         456.158 (meters)    1496.58  (feet)  COMP
 QN0005  MODELED GRAV-     980,566.7   (mgal)                       NAVD 88
 QN0005
 QN0005  HORZ ORDER  -  FIRST
 QN0005  VERT ORDER  -  FIRST     CLASS II
 QN0005
 QN0005.The horizontal coordinates were established by classical geodetic methods
 QN0005.and adjusted by the National Geodetic Survey in November 1991..
 QN0005
 QN0005.The orthometric height was determined by differential leveling
 QN0005.and adjusted by the National Geodetic Survey in June 1991..
 QN0005
 QN0005.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0005
 QN0005.The geoid height was determined by GEOID03.
 QN0005
 QN0005.The dynamic height is computed by dividing the NAVD 88
 QN0005.geopotential number by the normal gravity value computed on the
 QN0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0005.degrees latitude (g = 980.6199 gals.).
 QN0005
 QN0005.The modeled gravity was interpolated from observed gravity values.
 QN0005
 QN0005;                    North         East     Units Scale Factor Converg.
 QN0005;SPC WI N     -    41,067.281   565,946.514   MT  1.00000584   -0 18 52.2
 QN0005;SPC WI N     -   134,734.90  1,856,776.19   sFT  1.00000584   -0 18 52.2
 QN0005;UTM  15      - 5,045,618.620   700,192.808   MT  1.00009276   +1 49 49.8
 QN0005
 QN0005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0005!SPC WI N     -   0.99993326  x   1.00000584  =   0.99993910
 QN0005!UTM  15      -   0.99993326  x   1.00009276  =   1.00002601
 QN0005
 QN0005:                Primary Azimuth Mark                     Grid Az
 QN0005:SPC WI N     -  ANDY                                     091 31 39.9
 QN0005:UTM  15      -  ANDY                                     089 22 57.9
 QN0005
 QN0005|---------------------------------------------------------------------|
 QN0005| PID    Reference Object                     Distance      Geod. Az  |
 QN0005|                                                           dddmmss.s |
 QN0005| QN0401 ANDY                                APPROX. 1.8 KM 0911247.7 |
 QN0005| CJ5752 MIN RM                               14.475 METERS 31034     |
 QN0005|---------------------------------------------------------------------|
 QN0005
 QN0005                          SUPERSEDED SURVEY CONTROL
 QN0005
 QN0005  NAD 83(1986)-  45 32 07.15518(N)    090 26 09.49552(W) AD(       ) 1
 QN0005  NAD 27      -  45 32 07.27700(N)    090 26 08.96100(W) AD(       ) 1
 QN0005  NGVD 29 (??/??/92)  456.172  (m)         1496.62   (f) ADJ UNCH    1 2
 QN0005
 QN0005.Superseded values are not recommended for survey control.
 QN0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0005.See file dsdata.txt to determine how the superseded data were derived.
 QN0005
 QN0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL0019345619(NAD 83)
 QN0005_MARKER: DS = TRIANGULATION STATION DISK
 QN0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0005_STAMPING: MIN 1921
 QN0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0005+STABILITY: SURFACE MOTION
 QN0005_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QN0005+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2004
 QN0005
 QN0005  HISTORY     - Date     Condition        Report By
 QN0005  HISTORY     - 1921     MONUMENTED       CGS
 QN0005  HISTORY     - 1921     GOOD             CGS
 QN0005  HISTORY     - 1934     GOOD             NGS
 QN0005  HISTORY     - 1952     MARK NOT FOUND   CGS
 QN0005  HISTORY     - 1973     GOOD             WIDT
 QN0005  HISTORY     - 1985     MARK NOT FOUND   NGS
 QN0005  HISTORY     - 20040805 GOOD             WIDT
 QN0005
 QN0005                          STATION DESCRIPTION
 QN0005
 QN0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0005'STATION IS ABOUT 1-1/2 MILES W OF PENNINGTON ON THE S SIDE OF
 QN0005'TRACK OF MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY,
 QN0005'125 METERS W OF POINT OF TANGENCY OF THE FIRST CURVE W OF
 QN0005'PENNINGTON.  IT IS NOT ON THE EXTENSION OF EITHER TANGENT.
 QN0005'IT IS 45 METERS W OF FOURTH TELEGRAPH POLE W OF RAILROAD
 QN0005'CULVERT 163-1/2 Q.  IT IS 12.62 METERS (41.41 FEET) S OF TRACK.
 QN0005'REFERENCE MARK IS ON THE SAME SIDE OF THE TRACK.
 QN0005'
 QN0005'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 QN0005'DISKS SET IN CONCRETE.
 QN0005
 QN0005                          STATION RECOVERY (1921)
 QN0005
 QN0005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921
 QN0005'1.8 MI W FROM PENNINGTON.
 QN0005'1.8 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QN0005'MARIE RAILROAD FROM PENNINGTON, PRICE COUNTY, 137 YARDS WEST OF
 QN0005'THE POINT OF TANGENCY OF THE FIRST CURVE WEST OF PENNINGTON,
 QN0005'150 FEET WEST OF THE FOURTH POLE WEST OF CULVERT 163-1/2 Q, 20
 QN0005'FEET WEST OF A POWER-TRANSMISSION LINE POLE, AND 41.4 FEET SOUTH
 QN0005'OF THE TRACK.  A STANDARD TRIANGULATION-STATION DISK, STAMPED
 QN0005'MIN 1921 AND SET IN THE TOP OF A CONCRETE POST.
 QN0005
 QN0005                          STATION RECOVERY (1934)
 QN0005
 QN0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QN0005'RECOVERED IN GOOD CONDITION.
 QN0005
 QN0005                          STATION RECOVERY (1952)
 QN0005
 QN0005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QN0005'SEARCH WAS MADE FOR THE STATION MARK AND THE REFERENCE MARK,
 QN0005'THEY WERE NOT LOCATED.  THE PREVIOUS MEASUREMENTS PLACE THE
 QN0005'STATION ON THE HIGH BANK, THIS AREA IS COVERED WITH TALL BRUSH
 QN0005'WHICH MADE IT HARD TO MEASURE ACCURATELY.
 QN0005'
 QN0005'PART OF THE OLD TRIPOD WAS FOUND LYING ON THE EDGE OF THE BANK
 QN0005'N OF THE MEASURED LOCATION.  WITH MORE ACCURATE MEASUREMENTS
 QN0005'AND A LITTLE LONGER TIME SPENT THE MARK SHOULD BE RECOVERABLE.
 QN0005
 QN0005                          STATION RECOVERY (1973)
 QN0005
 QN0005'RECOVERY NOTE BY WI DEPT OF TRANSP 1973 (ED)
 QN0005'MIN. 1921-GOOD.
 QN0005'
 QN0005'REF. MON. FOUND TO BE IN GOOD CONDITION MARKED STA WITH WITNESS
 QN0005'POST.
 QN0005
 QN0005                          STATION RECOVERY (1985)
 QN0005
 QN0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QN0005'MARK NOT FOUND.
 QN0005
 QN0005                          STATION RECOVERY (2004)
 QN0005
 QN0005'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DGD)
 QN0005'STATION NEAR WEST END OF EMBAKMENT ON S SIDE OF S TRACK NEAR N END OF
 QN0005'CURVE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0704 ***********************************************************************
 RM0704  DESIGNATION -  MINERAL
 RM0704  PID         -  RM0704
 RM0704  STATE/COUNTY-  WI/ASHLAND
 RM0704  USGS QUAD   -  MINERAL LAKE (1984)
 RM0704
 RM0704                         *CURRENT SURVEY CONTROL
 RM0704  ___________________________________________________________________
 RM0704* NAD 83(1991)-  46 17 03.58224(N)    090 48 03.04562(W)     ADJUSTED  
 RM0704* NAVD 88     -       538.     (meters)    1765.     (feet)  SCALED    
 RM0704  ___________________________________________________________________
 RM0704  LAPLACE CORR-          -4.51  (seconds)                    DEFLEC99
 RM0704  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 RM0704
 RM0704  HORZ ORDER  -  SECOND
 RM0704
 RM0704.The horizontal coordinates were established by classical geodetic methods
 RM0704.and adjusted by the National Geodetic Survey in November 1991..
 RM0704
 RM0704.The orthometric height was scaled from a topographic map.
 RM0704
 RM0704.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0704
 RM0704.The geoid height was determined by GEOID03.
 RM0704
 RM0704;                    North         East     Units Scale Factor Converg.
 RM0704;SPC WI N     -   124,533.544   538,286.643   MT  0.99994741   -0 34 39.7
 RM0704;SPC WI N     -   408,573.80  1,766,028.76   sFT  0.99994741   -0 34 39.7
 RM0704;UTM  15      - 5,127,989.563   669,409.440   MT  0.99995280   +1 35 23.6
 RM0704
 RM0704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0704!SPC WI N     -   0.99992043  x   0.99994741  =   0.99986784
 RM0704!UTM  15      -   0.99992043  x   0.99995280  =   0.99987323
 RM0704
 RM0704|---------------------------------------------------------------------|
 RM0704| PID    Reference Object                     Distance      Geod. Az  |
 RM0704|                                                           dddmmss.s |
 RM0704| RM0705 MINERAL LAKE LOT                     11.123 METERS 02035     |
 RM0704| RM0681 MELLEN                              APPROX.14.2 KM 0823018.0 |
 RM0704| CJ3335 MINERAL RM 1                         10.244 METERS 14113     |
 RM0704| RM0703 MELLEN TOWER L                      APPROX. 9.3 KM 3565448.1 |
 RM0704|---------------------------------------------------------------------|
 RM0704
 RM0704                          SUPERSEDED SURVEY CONTROL
 RM0704
 RM0704  NAD 83(1986)-  46 17 03.57637(N)    090 48 03.04057(W) AD(       ) 2
 RM0704  NAD 27      -  46 17 03.75000(N)    090 48 02.37400(W) AD(       ) 2
 RM0704
 RM0704.Superseded values are not recommended for survey control.
 RM0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0704.See file dsdata.txt to determine how the superseded data were derived.
 RM0704
 RM0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6940927990(NAD 83)
 RM0704_MARKER: DS = TRIANGULATION STATION DISK
 RM0704_SETTING: 66 = SET IN ROCK OUTCROP
 RM0704
 RM0704  HISTORY     - Date     Condition        Report By
 RM0704  HISTORY     - 1952     MONUMENTED       CGS
 RM0704
 RM0704                          STATION DESCRIPTION
 RM0704
 RM0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 RM0704'THE STATION IS LOCATED ABOUT 7.5 MILES WEST OF MELLEN AND 8.5
 RM0704'MILES SOUTH OF MINERSVILLE ON A WOODED RIDGE NEAR THE MINERAL LAKE
 RM0704'LOOKOUT TOWER.
 RM0704'
 RM0704'TO REACH THE STATION FROM THE MINTON MOTOR SALES BUILDING IN
 RM0704'MELLEN, GO SOUTH ONE BLOCK, TURN RIGHT, GO WEST ON A GRAVEL ROAD 8.0
 RM0704'MILES TO A ROAD LEFT.  TURN LEFT, GO SOUTH AND WEST 1.0 MILE TO THE
 RM0704'END OF ROAD AT LOOKOUT TOWER AND STATION.
 RM0704'
 RM0704'THE STATION MARK IS STAMPED MINERAL 1952.  IT IS A STANDARD DISK
 RM0704'SET FLUSH IN A LARGE OUTCROPPING OF BEDROCK.  IT IS LOCATED 38
 RM0704'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A WHITE CABIN AND 36.5
 RM0704'FEET SOUTHWEST OF THE CENTER OF THE MINERAL LAKE LOOKOUT TOWER.
 RM0704'
 RM0704'REFERENCE MARK 1 IS STAMPED MINERAL NO 1 1952.  IT IS A STANDARD
 RM0704'DISK SET FLUSH IN BEDROCK.
 RM0704'
 RM0704'A U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED D 1934 MINERAL LAKE
 RM0704'TOWER WAS USED AS THE SECOND REFERENCE MARK.  IT IS SET IN A
 RM0704'CONCRETE MONUMENT THAT PORJECTS 6 INCHES AND IS LOCATED IN BOTTOM
 RM0704'CENTER OF THE MINERAL LAKE LOOKOUT TOWER.
 RM0704'
 RM0704'NO SITE WAS AVAILABLE FOR ESTABLISHING AN AZIMUTH MARK.
 RM0704'
 RM0704'HEIGHT OF LIGHT ABOVE STATION MARK 6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0705 ***********************************************************************
 RM0705  DESIGNATION -  MINERAL LAKE LOT
 RM0705  PID         -  RM0705
 RM0705  STATE/COUNTY-  WI/ASHLAND
 RM0705  USGS QUAD   -  MINERAL LAKE (1984)
 RM0705
 RM0705                         *CURRENT SURVEY CONTROL
 RM0705  ___________________________________________________________________
 RM0705* NAD 83(1991)-  46 17 03.91947(N)    090 48 02.86295(W)     ADJUSTED  
 RM0705* NAVD 88     -       538.     (meters)    1765.     (feet)  SCALED    
 RM0705  ___________________________________________________________________
 RM0705  LAPLACE CORR-          -4.51  (seconds)                    DEFLEC99
 RM0705  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 RM0705
 RM0705  HORZ ORDER  -  THIRD
 RM0705
 RM0705.The horizontal coordinates were established by classical geodetic methods
 RM0705.and adjusted by the National Geodetic Survey in November 1991..
 RM0705
 RM0705.The orthometric height was scaled from a topographic map.
 RM0705
 RM0705.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0705
 RM0705.The geoid height was determined by GEOID03.
 RM0705
 RM0705;                    North         East     Units Scale Factor Converg.
 RM0705;SPC WI N     -   124,543.916   538,290.658   MT  0.99994741   -0 34 39.6
 RM0705;SPC WI N     -   408,607.83  1,766,041.93   sFT  0.99994741   -0 34 39.6
 RM0705;UTM  15      - 5,128,000.080   669,413.060   MT  0.99995282   +1 35 23.7
 RM0705
 RM0705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0705!SPC WI N     -   0.99992043  x   0.99994741  =   0.99986784
 RM0705!UTM  15      -   0.99992043  x   0.99995282  =   0.99987325
 RM0705
 RM0705                          SUPERSEDED SURVEY CONTROL
 RM0705
 RM0705  NAD 83(1986)-  46 17 03.91331(N)    090 48 02.85679(W) AD(       ) 4
 RM0705  NAD 27      -  46 17 04.08700(N)    090 48 02.19100(W) AD(       ) 3
 RM0705
 RM0705.Superseded values are not recommended for survey control.
 RM0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0705.See file dsdata.txt to determine how the superseded data were derived.
 RM0705
 RM0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM6941328000(NAD 83)
 RM0705_MARKER: DD = SURVEY DISK
 RM0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0705_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RM0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0705+STABILITY: SURFACE MOTION
 RM0705
 RM0705  HISTORY     - Date     Condition        Report By
 RM0705  HISTORY     - 1939     MONUMENTED       USGS
 RM0705  HISTORY     - 1952     GOOD             CGS
 RM0705
 RM0705                          STATION DESCRIPTION
 RM0705
 RM0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 RM0705'THE STATION IS LOCATED ABOUT 7.5 MILES WEST OF MELLEN, 9.5 MILES
 RM0705'NORTH OF CLAM LAKE, 8.5 MILES SOUTH OF MINERSVILLE AND AT THE
 RM0705'MINERAL LAKE LOOKOUT TOWER.
 RM0705'
 RM0705'TO REACH THE STATION FROM THE MINTON MOTOR SALES BUILDING IN
 RM0705'MELLEN, GO SOUTH ONE BLOCK, TURN RIGHT, GO WEST ON A GRAVEL ROAD
 RM0705'8.0 MILES TO A ROAD LEFT, TURN LEFT, GO SOUTH AND WEST 1.0 MILES
 RM0705'TO THE END OF ROAD AND STATION.
 RM0705'
 RM0705'THE MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED D 1934
 RM0705'MINERAL LAKE TOWER.  IT IS SET IN A 12 X 12 INCH SQUARE CONCRETE
 RM0705'POST THAT PROJECTS 6 INCHES.  IT IS SET DIRECTLY UNDER THE
 RM0705'MINERAL LAKE LOOKOUT TOWER.
 RM0705'
 RM0705'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 RM0705'MINERAL AND THE DISTANCE IS 36.50 FEET (11.126 METERS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5263 ***********************************************************************
 DH5263  DESIGNATION -  MINERAL POINT N GPS
 DH5263  PID         -  DH5263
 DH5263  STATE/COUNTY-  WI/IOWA
 DH5263  USGS QUAD   -  DODGEVILLE (1980)
 DH5263
 DH5263                         *CURRENT SURVEY CONTROL
 DH5263  ___________________________________________________________________
 DH5263* NAD 83(1997)-  42 54 20.57193(N)    090 09 12.93069(W)     ADJUSTED  
 DH5263* NAVD 88     -                                                        
 DH5263  ___________________________________________________________________
 DH5263  X           -     -12,543.799 (meters)                     COMP
 DH5263  Y           -  -4,679,317.320 (meters)                     COMP
 DH5263  Z           -   4,320,061.872 (meters)                     COMP
 DH5263  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 DH5263  ELLIP HEIGHT-         332.62  (meters)          (08/01/05) GPS OBS
 DH5263  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 DH5263
 DH5263  HORZ ORDER  -  FIRST
 DH5263  ELLP ORDER  -  SECOND    CLASS I
 DH5263
 DH5263.The horizontal coordinates were established by GPS observations
 DH5263.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5263
 DH5263
 DH5263.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5263
 DH5263.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5263
 DH5263.The ellipsoidal height was determined by GPS observations
 DH5263.and is referenced to NAD 83.
 DH5263
 DH5263.The geoid height was determined by GEOID03.
 DH5263
 DH5263;                    North         East     Units Scale Factor Converg.
 DH5263;SPC WI S     -   100,628.104   587,457.226   MT  0.99996971   -0 06 19.9
 DH5263;SPC WI S     -   330,144.04  1,927,349.25   sFT  0.99996971   -0 06 19.9
 DH5263;UTM  15      - 4,754,275.803   732,367.595   MT  1.00026431   +1 56 19.3
 DH5263
 DH5263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5263!SPC WI S     -   0.99994784  x   0.99996971  =   0.99991755
 DH5263!UTM  15      -   0.99994784  x   1.00026431  =   1.00021214
 DH5263
 DH5263                          SUPERSEDED SURVEY CONTROL
 DH5263
 DH5263.No superseded survey control is available for this station.
 DH5263
 DH5263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH3236854276(NAD 83)
 DH5263_MARKER: DD = SURVEY DISK
 DH5263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5263_STAMPING: MINERAL POINT N GPS 2004
 DH5263_MARK LOGO: WIDT  
 DH5263_PROJECTION: FLUSH
 DH5263_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5263+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5263
 DH5263  HISTORY     - Date     Condition        Report By
 DH5263  HISTORY     - 2003     MONUMENTED       WIDT
 DH5263
 DH5263                          STATION DESCRIPTION
 DH5263
 DH5263'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5263'OWNERSHIP--TOWN OF MINERAL POINT.  TO REACH THE STATION FROM THE
 DH5263'JUNCTION OF US  HIGHWAY 151 AND STATE HIGHWAY 23 WITH COUNTY HIGHWAY Y
 DH5263'AND EAST SURVEY ROAD ABOUT 3  MI SOUTH OF THE CITY OF DODGEVILLE, GO
 DH5263'SOUTH ON US HIGHWAY 151 AND STATE HIGHWAY 23 FOR  0.8 MI TO BARRELTOWN
 DH5263'ROAD ON THE RIGHT, TURN RIGHT AND GO WEST ON BARRELTOWN ROAD  FOR 0.6
 DH5263'MI TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN
 DH5263'DEPARTMENT OF  TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET
 DH5263'IN THE TOP OF A 41-CM DIAMETER  CONCRETE POST ABOUT 1 M ABOVE THE ROAD
 DH5263'PAVEMENT.  THE STATION IS 10.5 M NORTH OF THE  CENTERLINE OF
 DH5263'BARRELTOWN ROAD, 36.5 M NORTHWEST OF POWER POLE --5-3-17 52/12--, 2 M
 DH5263'SOUTH  OF A CULTIVATED FIELD, 1 M EAST OF THE EXTENDED CENTERLINE OF A
 DH5263'FIELD ENTRANCE, 1.0 M  SOUTH OF AN ORANGE 4X4 PLASTIC WITNESS POST,
 DH5263'1.0 M WEST-NORTHWEST OF AN ORANGE 4X4  PLASTIC WITNESS POST, AND 1.0 M
 DH5263'EAST-NORTHEAST OF AN ORANGE 4X4 PLASIC WITNESS POST.   ---NOTE---THIS
 DH5263'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DH5263'ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5259 ***********************************************************************
 DH5259  DESIGNATION -  MINERAL POINT S GPS
 DH5259  PID         -  DH5259
 DH5259  STATE/COUNTY-  WI/IOWA
 DH5259  USGS QUAD   -  MINERAL POINT (1980)
 DH5259
 DH5259                         *CURRENT SURVEY CONTROL
 DH5259  ___________________________________________________________________
 DH5259* NAD 83(1997)-  42 50 36.52939(N)    090 09 15.16327(W)     ADJUSTED  
 DH5259* NAVD 88     -                                                        
 DH5259  ___________________________________________________________________
 DH5259  X           -     -12,607.059 (meters)                     COMP
 DH5259  Y           -  -4,684,002.949 (meters)                     COMP
 DH5259  Z           -   4,314,977.905 (meters)                     COMP
 DH5259  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 DH5259  ELLIP HEIGHT-         307.46  (meters)          (08/01/05) GPS OBS
 DH5259  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 DH5259
 DH5259  HORZ ORDER  -  FIRST
 DH5259  ELLP ORDER  -  SECOND    CLASS I
 DH5259
 DH5259.The horizontal coordinates were established by GPS observations
 DH5259.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5259
 DH5259
 DH5259.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5259
 DH5259.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5259
 DH5259.The ellipsoidal height was determined by GPS observations
 DH5259.and is referenced to NAD 83.
 DH5259
 DH5259.The geoid height was determined by GEOID03.
 DH5259
 DH5259;                    North         East     Units Scale Factor Converg.
 DH5259;SPC WI S     -    93,714.787   587,393.796   MT  0.99997961   -0 06 21.5
 DH5259;SPC WI S     -   307,462.60  1,927,141.15   sFT  0.99997961   -0 06 21.5
 DH5259;UTM  15      - 4,747,362.614   732,550.726   MT  1.00026537   +1 56 09.6
 DH5259
 DH5259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5259!SPC WI S     -   0.99995178  x   0.99997961  =   0.99993140
 DH5259!UTM  15      -   0.99995178  x   1.00026537  =   1.00021714
 DH5259
 DH5259                          SUPERSEDED SURVEY CONTROL
 DH5259
 DH5259.No superseded survey control is available for this station.
 DH5259
 DH5259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH3255147363(NAD 83)
 DH5259_MARKER: DD = SURVEY DISK
 DH5259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5259_STAMPING: MINERAL POINT S GPS 2004
 DH5259_MARK LOGO: WIDT  
 DH5259_PROJECTION: FLUSH
 DH5259_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5259+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5259
 DH5259  HISTORY     - Date     Condition        Report By
 DH5259  HISTORY     - 2003     MONUMENTED       WIDT
 DH5259
 DH5259                          STATION DESCRIPTION
 DH5259
 DH5259'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5259'OWNERSHIP--TOWN OF MINERAL POINT.  TO REACH THE STATION FROM THE
 DH5259'JUNCTION OF STATE  HIGHWAY 23 WITH STATE HIGHWAY 39 EAST ABOUT 1 MI
 DH5259'SOUTHEAST OF THE CITY OF MINERAL  POINT, GO SOUTH ON STATE HIGHWAY 23
 DH5259'FOR 0.9 MI TO BRECKEN ROAD ON THE LEFT, TURN LEFT  AND GO EAST ON
 DH5259'BRECKEN ROAD FOR 0.1 MI TO THE STATION ON THE RIGHT.  THE STATION IS A
 DH5259'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DH5259'STATION DISK  SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT 1
 DH5259'M ABOVE THE ROAD PAVEMENT.   THE STATION IS 8.1 M SOUTH OF THE
 DH5259'CENTERLINE OF BRECKEN ROAD, 26.5 M WEST-SOUTHWEST OF A  METAL POST FOR
 DH5259'A --STOP AHEAD-- SIGN, 1 M NORTH OF A FIELD, 1.0 M NORTH OF AN ORANGE
 DH5259'4X4  PLASTIC WITNESS POST, 1.0 M EAST-SOUTHEAST OF AN ORANGE 4X4
 DH5259'PLASTIC WITNESS POST, 1.0 M  WEST-SOUTHWEST OF AN ORANGE 4X4 PLASTIC
 DH5259'WITNESS POST.  ---NOTE---THIS STATION HAS NO  VISIBLE OBSTRUCTIONS
 DH5259'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5258 ***********************************************************************
 DH5258  DESIGNATION -  MINERAL POINT W GPS
 DH5258  PID         -  DH5258
 DH5258  STATE/COUNTY-  WI/IOWA
 DH5258  USGS QUAD   -  MINERAL POINT (1980)
 DH5258
 DH5258                         *CURRENT SURVEY CONTROL
 DH5258  ___________________________________________________________________
 DH5258* NAD 83(1997)-  42 50 10.97993(N)    090 13 34.51023(W)     ADJUSTED  
 DH5258* NAVD 88     -                                                        
 DH5258  ___________________________________________________________________
 DH5258  X           -     -18,498.581 (meters)                     COMP
 DH5258  Y           -  -4,684,516.155 (meters)                     COMP
 DH5258  Z           -   4,314,396.670 (meters)                     COMP
 DH5258  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 DH5258  ELLIP HEIGHT-         302.90  (meters)          (08/01/05) GPS OBS
 DH5258  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 DH5258
 DH5258  HORZ ORDER  -  FIRST
 DH5258  ELLP ORDER  -  SECOND    CLASS I
 DH5258
 DH5258.The horizontal coordinates were established by GPS observations
 DH5258.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5258
 DH5258
 DH5258.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5258
 DH5258.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5258
 DH5258.The ellipsoidal height was determined by GPS observations
 DH5258.and is referenced to NAD 83.
 DH5258
 DH5258.The geoid height was determined by GEOID03.
 DH5258
 DH5258;                    North         East     Units Scale Factor Converg.
 DH5258;SPC WI S     -    92,939.830   581,502.626   MT  0.99998082   -0 09 19.7
 DH5258;SPC WI S     -   304,920.09  1,907,813.20   sFT  0.99998082   -0 09 19.7
 DH5258;UTM  15      - 4,746,377.964   726,689.338   MT  1.00023225   +1 53 12.1
 DH5258
 DH5258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5258!SPC WI S     -   0.99995250  x   0.99998082  =   0.99993332
 DH5258!UTM  15      -   0.99995250  x   1.00023225  =   1.00018474
 DH5258
 DH5258                          SUPERSEDED SURVEY CONTROL
 DH5258
 DH5258.No superseded survey control is available for this station.
 DH5258
 DH5258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH2668946378(NAD 83)
 DH5258_MARKER: DD = SURVEY DISK
 DH5258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5258_STAMPING: MINERAL POINT W GPS 2004
 DH5258_MARK LOGO: WIDT  
 DH5258_PROJECTION: FLUSH
 DH5258_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5258+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5258
 DH5258  HISTORY     - Date     Condition        Report By
 DH5258  HISTORY     - 2003     MONUMENTED       WIDT
 DH5258
 DH5258                          STATION DESCRIPTION
 DH5258
 DH5258'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5258'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH5258'STATION FROM THE  JUNCTION OF US HIGHWAY 151 AND COUNTY HIGHWAY A
 DH5258'ABOUT 5 MI SOUTHWEST OF THE CITY OF  MINERAL POINT, GO NORTHEAST ON US
 DH5258'HIGHWAY 151 FOR 1.4 MI TO SOUTH OAK PARK ROAD ON THE  RIGHT AND NORTH
 DH5258'OAK PARK ROAD ON THE LEFT AND THE STATION ON THE LEFT.  THE STATION IS
 DH5258'A  BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DH5258'CONTROL STATION DISK  SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DH5258'ABOUT 4 M ABOVE THE HIGHWAY PAVEMENT.   THE STATION IS 54 M NORTHWEST
 DH5258'OF THE CENTERLINE OF SOUTHBOUND LANES OF US HIGHWAY  151, 33 M
 DH5258'SOUTHWEST CENTERLINE OF NORTH OAK PARK ROAD, 1.1 M SOUTHEAST OF A
 DH5258'WOVEN WIRE  R/W FENCE, 1.0 M EAST OF AN ORANGE 4X4 PLASTIC WITNESS
 DH5258'POST, 1.0 M SOUTH OF AN ORANGE 4X4  PLASTIC WITNESS POST, AND 1.0 M
 DH5258'NORTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.   ---NOTE---THIS
 DH5258'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DH5258'ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0995 ***********************************************************************
 NJ0995  DESIGNATION -  MINERPORT
 NJ0995  PID         -  NJ0995
 NJ0995  STATE/COUNTY-  WI/IOWA
 NJ0995  USGS QUAD   -  DODGEVILLE (1980)
 NJ0995
 NJ0995                         *CURRENT SURVEY CONTROL
 NJ0995  ___________________________________________________________________
 NJ0995* NAD 83(1997)-  42 53 48.53950(N)    090 13 34.27750(W)     ADJUSTED  
 NJ0995* NAVD 88     -       366.4    (meters)    1202.     (feet)  VERTCON   
 NJ0995  ___________________________________________________________________
 NJ0995  X           -     -18,475.352 (meters)                     COMP
 NJ0995  Y           -  -4,679,970.914 (meters)                     COMP
 NJ0995  Z           -   4,319,338.048 (meters)                     COMP
 NJ0995  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 NJ0995  ELLIP HEIGHT-         333.06  (meters)          (09/30/02) GPS OBS
 NJ0995  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 NJ0995
 NJ0995  HORZ ORDER  -  FIRST
 NJ0995  ELLP ORDER  -  FOURTH    CLASS I
 NJ0995
 NJ0995.The horizontal coordinates were established by GPS observations
 NJ0995.and adjusted by the National Geodetic Survey in September 2002..
 NJ0995
 NJ0995.The NAVD 88 height was computed by applying the VERTCON shift value to
 NJ0995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NJ0995
 NJ0995.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NJ0995
 NJ0995.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0995
 NJ0995.The ellipsoidal height was determined by GPS observations
 NJ0995.and is referenced to NAD 83.
 NJ0995
 NJ0995.The geoid height was determined by GEOID03.
 NJ0995
 NJ0995;                    North         East     Units Scale Factor Converg.
 NJ0995;SPC WI S     -    99,653.162   581,526.121   MT  0.99997105   -0 09 19.5
 NJ0995;SPC WI S     -   326,945.42  1,907,890.28   sFT  0.99997105   -0 09 19.5
 NJ0995;UTM  15      - 4,753,089.583   726,473.409   MT  1.00023103   +1 53 20.0
 NJ0995
 NJ0995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0995!SPC WI S     -   0.99994777  x   0.99997105  =   0.99991882
 NJ0995!UTM  15      -   0.99994777  x   1.00023103  =   1.00017879
 NJ0995
 NJ0995:                Primary Azimuth Mark                     Grid Az
 NJ0995:SPC WI S     -  MINERPORT AZ MK                          188 19 28.6
 NJ0995:UTM  15      -  MINERPORT AZ MK                          186 16 49.1
 NJ0995
 NJ0995|---------------------------------------------------------------------|
 NJ0995| PID    Reference Object                     Distance      Geod. Az  |
 NJ0995|                                                           dddmmss.s |
 NJ0995| NJ0996 MINERPORT AZ MK                     APPROX. 0.9 KM 1881009.1 |
 NJ0995|---------------------------------------------------------------------|
 NJ0995
 NJ0995                          SUPERSEDED SURVEY CONTROL
 NJ0995
 NJ0995  NAD 83(1991)-  42 53 48.53744(N)    090 13 34.27923(W) AD(       ) 1
 NJ0995  ELLIP H (08/19/91)  333.12   (m)                       GP(       ) 4 1
 NJ0995  NGVD 29 (08/19/91)  366.4    (m)         1202.     (f) GPS OBS        
 NJ0995
 NJ0995.Superseded values are not recommended for survey control.
 NJ0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0995.See file dsdata.txt to determine how the superseded data were derived.
 NJ0995
 NJ0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH2647353090(NAD 83)
 NJ0995_MARKER: DH = HORIZONTAL CONTROL DISK
 NJ0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0995_SP_SET: CONCRETE POST
 NJ0995_STAMPING: MINERPORT 1989
 NJ0995_MARK LOGO: NGS   
 NJ0995_MAGNETIC: N = NO MAGNETIC MATERIAL
 NJ0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0995+STABILITY: SURFACE MOTION
 NJ0995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0995+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1990
 NJ0995
 NJ0995  HISTORY     - Date     Condition        Report By
 NJ0995  HISTORY     - 1989     MONUMENTED       WIDT
 NJ0995  HISTORY     - 19900829 GOOD
 NJ0995
 NJ0995                          STATION DESCRIPTION
 NJ0995
 NJ0995'DESCRIBED BY WI DEPT OF TRANSP 1989
 NJ0995'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) NORTHWEST OF MINERAL
 NJ0995'POINT, ON THE SOUTHWEST SIDE OF HIGHWAY 39 AND ABOUT 0.16 KM
 NJ0995'(0.10 MI) SOUTHEAST OF COUNTY ROAD Q.  OWNERSHIP--WISCONSIN
 NJ0995'DEPARTMENT OF TRANSPORTATION, P.O. BOX 7916, MADISON, WI 53707, PHONE
 NJ0995'(608)-267-2462.
 NJ0995'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 151 AND 39, AT THE WEST
 NJ0995'EDGE OF MINERAL POINT, GO NORTHWEST ON STATE HIGHWAY 39 FOR 5.0 KM
 NJ0995'(3.1 MI) TO THE IOWA COUNTY AIRPORT ENTRANCE ON THE LEFT, CONTINUE
 NJ0995'AHEAD ON HIGHWAY 39 FOR 1.04 KM (0.65 MI) TO THE STATION ON THE LEFT,
 NJ0995'ON TOP OF A SMALL HILL AND ON THE NORTHEAST SIDE OF A WIRE FENCE.
 NJ0995'THE STATION IS LOCATED 19.8 M (65.0 FT) SOUTHWEST OF THE CENTER OF THE
 NJ0995'HIGHWAY (A SLOPED MEASUREMENT), 1.85 M (6.07 FT) NORTHEAST OF THE
 NJ0995'WIRE FENCE, 1.6 M (5.2 FT) NORTHEAST OF A METAL POST WITH SIGN (R/W)
 NJ0995'AND 0.9 M (3.0 FT) NORTHEAST OF A FIBERGLASS WITNESS POST.
 NJ0995
 NJ0995                          STATION RECOVERY (1990)
 NJ0995
 NJ0995'RECOVERED 1990
 NJ0995'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0996 ***********************************************************************
 NJ0996  PACS        -  This is a Primary Airport Control Station.
 NJ0996  DESIGNATION -  MINERPORT AZ MK
 NJ0996  PID         -  NJ0996
 NJ0996  STATE/COUNTY-  WI/IOWA
 NJ0996  USGS QUAD   -  DODGEVILLE (1980)
 NJ0996
 NJ0996                         *CURRENT SURVEY CONTROL
 NJ0996  ___________________________________________________________________
 NJ0996* NAD 83(1997)-  42 53 18.28156(N)    090 13 40.18453(W)     ADJUSTED  
 NJ0996* NAVD 88     -       355.96   (meters)    1167.8    (feet)  GPS OBS   
 NJ0996  ___________________________________________________________________
 NJ0996  X           -     -18,611.874 (meters)                     COMP
 NJ0996  Y           -  -4,680,598.259 (meters)                     COMP
 NJ0996  Z           -   4,318,646.825 (meters)                     COMP
 NJ0996  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 NJ0996  ELLIP HEIGHT-         322.60  (meters)          (04/28/99) GPS OBS
 NJ0996  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 NJ0996
 NJ0996  HORZ ORDER  -  A
 NJ0996  ELLP ORDER  -  THIRD     CLASS I
 NJ0996
 NJ0996.This mark is at Iowa County Airport (MRJ)
 NJ0996
 NJ0996.The horizontal coordinates were established by GPS observations
 NJ0996.and adjusted by the National Geodetic Survey in April 1999..
 NJ0996
 NJ0996.The orthometric height was determined by GPS observations and a
 NJ0996.high-resolution geoid model.
 NJ0996
 NJ0996.GPS derived orthometric heights for airport stations designated as
 NJ0996.PACS or SACS are published to 2 decimal places.  This maintains
 NJ0996.centimeter relative accuracy between the PACS and SACS.  It does
 NJ0996.not indicate centimeter accuracy relative to other marks which are
 NJ0996.part of the NAVD 88 network.
 NJ0996
 NJ0996.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NJ0996
 NJ0996.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0996
 NJ0996.The ellipsoidal height was determined by GPS observations
 NJ0996.and is referenced to NAD 83.
 NJ0996
 NJ0996.The geoid height was determined by GEOID03.
 NJ0996
 NJ0996;                    North         East     Units Scale Factor Converg.
 NJ0996;SPC WI S     -    98,719.842   581,389.555   MT  0.99997235   -0 09 23.6
 NJ0996;SPC WI S     -   323,883.35  1,907,442.23   sFT  0.99997235   -0 09 23.6
 NJ0996;UTM  15      - 4,752,151.742   726,370.195   MT  1.00023046   +1 53 14.9
 NJ0996
 NJ0996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0996!SPC WI S     -   0.99994941  x   0.99997235  =   0.99992176
 NJ0996!UTM  15      -   0.99994941  x   1.00023046  =   1.00017986
 NJ0996
 NJ0996:                Primary Azimuth Mark                     Grid Az
 NJ0996:SPC WI S     -  MINERPORT                                008 19 28.7
 NJ0996:UTM  15      -  MINERPORT                                006 16 50.2
 NJ0996
 NJ0996|---------------------------------------------------------------------|
 NJ0996| PID    Reference Object                     Distance      Geod. Az  |
 NJ0996|                                                           dddmmss.s |
 NJ0996| NJ0995 MINERPORT                           APPROX. 0.9 KM 0081005.1 |
 NJ0996|---------------------------------------------------------------------|
 NJ0996
 NJ0996                          SUPERSEDED SURVEY CONTROL
 NJ0996
 NJ0996  NAD 83(1991)-  42 53 18.27876(N)    090 13 40.18689(W) AD(       ) 1
 NJ0996  ELLIP H (08/19/91)  322.63   (m)                       GP(       ) 4 1
 NJ0996  NGVD 29 (08/19/91)  355.9    (m)         1168.     (f) GPS OBS        
 NJ0996
 NJ0996.Superseded values are not recommended for survey control.
 NJ0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0996.See file dsdata.txt to determine how the superseded data were derived.
 NJ0996
 NJ0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH2637052152(NAD 83)
 NJ0996_MARKER: DH = HORIZONTAL CONTROL DISK
 NJ0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0996_SP_SET: CONCRETE POST
 NJ0996_STAMPING: MINERPORT 1989
 NJ0996_MARK LOGO: NGS   
 NJ0996_PROJECTION: FLUSH
 NJ0996_MAGNETIC: N = NO MAGNETIC MATERIAL
 NJ0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0996+STABILITY: SURFACE MOTION
 NJ0996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0996+SATELLITE: SATELLITE OBSERVATIONS - 2004
 NJ0996
 NJ0996  HISTORY     - Date     Condition        Report By
 NJ0996  HISTORY     - 1989     MONUMENTED       WIHD
 NJ0996  HISTORY     - 19900829 GOOD
 NJ0996  HISTORY     - 19971116 GOOD             NGS
 NJ0996  HISTORY     - 2004     GOOD             WIDT
 NJ0996
 NJ0996                          STATION DESCRIPTION
 NJ0996
 NJ0996'DESCRIBED BY WI HIGHWAY DEPT 1989
 NJ0996'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) NORTHWEST OF MINERAL
 NJ0996'POINT, IN THE GRASSY AREA NORTH AND ACROSS THE TAXIWAY LEADING TO THE
 NJ0996'END OF RUNWAY 22 FROM THE FUELING STATION.  OWNERSHIP--IOWA COUNTY,
 NJ0996'IOWA COUNTY COURTHOUSE, MINERAL POINT, WI 53565, PHONE (608)
 NJ0996'-935-5445. AIRPORT MANAGER IS JAMES MIDDAGH, PHONE (608)-987-9931.
 NJ0996'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 151 AND 39, AT THE WEST
 NJ0996'EDGE OF MINERAL POINT, GO NORTHWEST ON STATE HIGHWAY 39 FOR 5.0 KM
 NJ0996'(3.1 MI) TO THE IOWA COUNTY AIRPORT ENTRANCE ON THE LEFT, TURN LEFT,
 NJ0996'EASTERLY, ON THE AIRPORT ENTRANCE ROAD FOR 0.16 KM (0.10 MI) TO THE
 NJ0996'OFFICE ON THE LEFT, CONTINUE AHEAD TO THE JUNCTION OF THE TAXIWAYS,
 NJ0996'TURN RIGHT, NORTHEAST, ON THE TAXIWAY LEADING TO THE END OF RUNWAY 22
 NJ0996'FOR ABOUT 30.48 M (100.00 FT) TO THE STATION ON THE LEFT.
 NJ0996'THE STATION IS LOCATED 38.6 M (126.6 FT) NORTHEAST OF THE NORTHEAST
 NJ0996'CONCRETE PAD OF A VASI LIGHT, 38.4 M (126.0 FT) SOUTHEAST OF THE
 NJ0996'CENTER OF RUNWAY 22, 43.2 M (141.7 FT) SOUTHWEST OF THE SOUTHWEST
 NJ0996'FACE OF A TAXIWAY SIGN (RAMP 22) 21.4 M (70.2 FT) NORTHWEST OF THE
 NJ0996'CENTER OF THE TAXIWAY AND 0.6 M (2.0 FT) SOUTH OF A FIBERGLASS
 NJ0996'WITNESS POST.
 NJ0996
 NJ0996                          STATION RECOVERY (1990)
 NJ0996
 NJ0996'RECOVERED 1990
 NJ0996'RECOVERED IN GOOD CONDITION.
 NJ0996
 NJ0996                          STATION RECOVERY (1997)
 NJ0996
 NJ0996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 NJ0996'NOTE--THIS IS THE PRIMARY AIRPORT CONTROL (PAC) STATION FOR THE
 NJ0996'MINERAL POINT/IOWA COUNTY (MRJ) AIRPORT.  THE STATION IS LOCATED ABOUT
 NJ0996'5 KM (3.10 MI) NORTHWEST OF MINERAL POINT AT THE IOWA COUNTY AIRPORT,
 NJ0996'NEAR THE NORTHEAST END OF THE AIRFIELD, JUST SOUTH OF RUNWAY END 22,
 NJ0996'BETWEEN THE RUNWAY AND THE TAXIWAY TO THE RUNWAY END, AND JUST NORTH
 NJ0996'OF THE APRON.  OWNERSHIP--IOWA COUNTY, P.O.  BOX 40, MINERAL POINT, WI
 NJ0996'53565.  AIRPORT MANAGER IS JAMES MIDDAGH.  PHONE 608-987-9931.  TO
 NJ0996'REACH FROM THE JUNCTION OF STATE HIGHWAYS 151 (RIDGE STREET) AND 39
 NJ0996'(FOUNTAIN STREET) NEAR THE WEST SIDE OF MINERAL POINT, GO WEST, THEN
 NJ0996'NORTHWEST ON HIGHWAY 39 FOR 5.0 KM (3.10 MI) TO THE AIRPORT ENTRANCE
 NJ0996'ROAD ON THE LEFT.  TURN LEFT AND GO WEST, THEN NORTH AND UPHILL, THEN
 NJ0996'WEST BETWEEN TWO ROWS OF HANGARS ON THE ROAD FOR 0.16 KM (0.10 MI) TO
 NJ0996'THE AIRPORT OFFICE ON THE LEFT AT THE APRON.  CONTINUE WEST ACROSS THE
 NJ0996'APRON FOR 0.08 KM (0.05 MI) TO A TAXIWAY ON THE RIGHT AND THE STATION
 NJ0996'ON THE RIGHT.  THE STATION IS SET IN THE TOP OF A 40 CM ROUND CONCRETE
 NJ0996'POST RECESSED 3 CM BELOW THE GROUND.  IT IS, 43.2 M (141.7 FT)
 NJ0996'SOUTHWEST OF THE SOUTHWEST FACE OF A TAXIWAY SIGN (RAMP/22) , 38.9 M
 NJ0996'(127.6 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE PAD FOR A
 NJ0996'VASI LIGHT, 38.4 M (126.0 FT) SOUTHEAST OF THE RUNWAY CENTER, 21.4 M
 NJ0996'(70.2 FT) NORTHWEST OF THE PARALLEL TAXIWAY, AND 0.6 M (2.0 FT) SOUTH
 NJ0996'OF A FIBERGLASS WITNESS POST.
 NJ0996
 NJ0996                          STATION RECOVERY (2004)
 NJ0996
 NJ0996'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 NJ0996'RECOVERED AS DESCRIBED.  ---NOTE---WITNESS POST TO THE SOUTH HAS BEEN
 NJ0996'REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1172 ***********************************************************************
 OM1172  DESIGNATION -  MINIX
 OM1172  PID         -  OM1172
 OM1172  STATE/COUNTY-  WI/IOWA
 OM1172  USGS QUAD   -  BLUE MOUNDS (1981)
 OM1172
 OM1172                         *CURRENT SURVEY CONTROL
 OM1172  ___________________________________________________________________
 OM1172* NAD 83(1991)-  43 01 43.07501(N)    089 51 04.94670(W)     ADJUSTED  
 OM1172* NAVD 88     -       396.     (meters)    1299.     (feet)  SCALED    
 OM1172  ___________________________________________________________________
 OM1172  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 OM1172  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 OM1172
 OM1172  HORZ ORDER  -  FIRST
 OM1172
 OM1172.The horizontal coordinates were established by classical geodetic methods
 OM1172.and adjusted by the National Geodetic Survey in November 1991..
 OM1172
 OM1172.The orthometric height was scaled from a topographic map.
 OM1172
 OM1172.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1172
 OM1172.The geoid height was determined by GEOID03.
 OM1172
 OM1172;                    North         East     Units Scale Factor Converg.
 OM1172;SPC WI S     -   114,281.984   612,112.904   MT  0.99995357   +0 06 07.6
 OM1172;SPC WI S     -   374,940.14  2,008,240.42   sFT  0.99995357   +0 06 07.6
 OM1172;UTM  16      - 4,767,940.463   267,690.399   MT  1.00026396   -1 56 47.6
 OM1172
 OM1172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1172!SPC WI S     -   0.99994325  x   0.99995357  =   0.99989682
 OM1172!UTM  16      -   0.99994325  x   1.00026396  =   1.00020719
 OM1172
 OM1172:                Primary Azimuth Mark                     Grid Az
 OM1172:SPC WI S     -  PRAIRIE DU SAC MUNICIPAL TANK            017 50 24.4
 OM1172:UTM  16      -  PRAIRIE DU SAC MUNICIPAL TANK            019 53 19.6
 OM1172
 OM1172|---------------------------------------------------------------------|
 OM1172| PID    Reference Object                     Distance      Geod. Az  |
 OM1172|                                                           dddmmss.s |
 OM1172| OM1131 PRAIRIE DU SAC MUNICIPAL TANK       APPROX.31.5 KM 0175632.0 |
 OM1172| OM1132 PRAIRIE DU SAC ST ALOYSIUS CH       APPROX.30.9 KM 0193147.3 |
 OM1172| OM1129 PRAIRIE DU SAC HIGH SCH STACK       APPROX.30.4 KM 0195831.6 |
 OM1172| OM1133 SAUK CITY MUNICIPAL TANK            APPROX.29.1 KM 0202933.2 |
 OM1172| OM1144 MARTINSVILLE ST MARTIN CATH CH      APPROX.27.2 KM 0511633.8 |
 OM1172| OM1157 MT HOREB MUNICIPAL TANK             APPROX. 9.4 KM 1030450.1 |
 OM1172| OM1162 MT HOREB ST IGNATIUS CH SPIRE       APPROX.10.0 KM 1031124.9 |
 OM1172| OM1161 MT HOREB LUTH CHURCH SPIRE          APPROX. 9.7 KM 1031422.0 |
 OM1172| NH1579 PRIMROSE EAST CHURCH TOWER          APPROX.22.2 KM 1365140.0 |
 OM1172| NH1577 PRIMROSE WEST CHURCH CUPOLA         APPROX.22.1 KM 1365616.4 |
 OM1172| NH1605 PERRY NORWEGIAN LUTH CH SPIRE       APPROX.13.1 KM 1673647.5 |
 OM1172| NH1609 ADAMS LUTHERAN CHURCH TOWER         APPROX.30.0 KM 1674159.3 |
 OM1172| NH1611 YORK NORWEGIAN EVAN LUTH CH TR      APPROX.20.6 KM 1691425.7 |
 OM1172| NH1607 YORK NORWEGIAN EVANG LUTH CH        APPROX.20.5 KM 1700940.2 |
 OM1172| CI9355 MINIX RM 1                           22.780 METERS 18556     |
 OM1172| CI9354 MINIX AZ MK                                        2452417.3 |
 OM1172| CI9356 MINIX RM 2                           23.783 METERS 27611     |
 OM1172| OM1171 MINIX RM 3                           34.898 METERS 33213     |
 OM1172|---------------------------------------------------------------------|
 OM1172
 OM1172                          SUPERSEDED SURVEY CONTROL
 OM1172
 OM1172  NAD 83(1986)-  43 01 43.06610(N)    089 51 04.94956(W) AD(       ) 1
 OM1172  NAD 27      -  43 01 43.07900(N)    089 51 04.50300(W) AD(       ) 1
 OM1172
 OM1172.Superseded values are not recommended for survey control.
 OM1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1172.See file dsdata.txt to determine how the superseded data were derived.
 OM1172
 OM1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN6769067940(NAD 83)
 OM1172_MARKER: DS = TRIANGULATION STATION DISK
 OM1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1172
 OM1172  HISTORY     - Date     Condition        Report By
 OM1172  HISTORY     - 1935     MONUMENTED       CGS
 OM1172  HISTORY     - 1958     GOOD             CGS
 OM1172  HISTORY     - 1971     GOOD             NGS
 OM1172  HISTORY     - 1974     GOOD             ALSTER
 OM1172  HISTORY     - 19940521 GOOD             USPSQD
 OM1172
 OM1172                          STATION DESCRIPTION
 OM1172
 OM1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 OM1172'THIS STATION IS ON BLUE MOUND, ABOUT 1-1/4 MILE WESTNORTHWEST
 OM1172'OF THE VILLAGE OF BLUE MOUND.  IN THE NORTHWEST 1/4, SECTION
 OM1172'1 T 6 N R 5 E.  ON LAND OWNED BY JOHN MINIX.  THE MARK IS
 OM1172'ON THE HIGHEST POINT OF THE MOUND.  ABOUT 100 YARDS NORTHWEST
 OM1172'OF THE POINT WHERE THE ROAD COMES UP ON THE MOUND.  37 FEET
 OM1172'NORTHNORTHEAST OF A 12-INCH TRIANGLE BLAZED OAK.  45 FEET
 OM1172'EAST OF A 10-INCH TRIANGLE BLAZED OAK.  44 FEET SOUTH OF A
 OM1172'DRIVEWAY ALONG THE NORTH EDGE OF THE MOUND.  AND IS SET IN A
 OM1172'CONCRETE POST MONUMENT WHICH PROJECTS 3 FEET.
 OM1172'
 OM1172'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 OM1172'TABLETS SET IN CONCRETE.
 OM1172'
 OM1172'REFERENCE MARK 1 IS SOUTH OF THE STATION.  15 YARDS SOUTHWEST
 OM1172'OF THE 12-INCH BLAZED OAK.  108.26 FEET SOUTHEAST OF REFERENCE
 OM1172'MARK 2.  AND PROJECTS 3 INCHES.
 OM1172'
 OM1172'REFERENCE MARK 2 IS WEST OF THE STATION.  11 YARDS WEST OF THE
 OM1172'10-INCH BLAZED OAK.  AND PROJECTS 3 INCHES.
 OM1172'
 OM1172'THE AZIMUTH MARK IS WESTSOUTHWEST OF THE STATION.  IN THE
 OM1172'NORTH EDGE OF THE CLEARED ROAD LEADING TO SUNSET POINT 100
 OM1172'YARDS WEST OF THE EDGE OF THE CLEARING.  100 YARDS EAST OF THE
 OM1172'EDGE OF THE HILL AT THE END OF THE ROAD.  AND PROJECTS 3 INCHES.
 OM1172'
 OM1172'TO REACH FROM THE WEST EDGE OF THE VILLAGE OF BLUE MOUND, GO
 OM1172'NORTH ON THE MOST WESTERLY STREET, THEN WEST A TOTAL OF 0.8
 OM1172'MILE, TO A POINT WHERE THE MAIN ROAD TURNS NORTH.  CONTINUE
 OM1172'STRAIGHT WEST ON A PRIVATE ROAD 0.3 MILE TO MR. MINIX HOUSE,
 OM1172'THEN CONTINUE 0.4 MILE TO THE TOP OF THE MOUND AND THE STATION.
 OM1172'
 OM1172'A LIGHT 100 FEET ABOVE WELKE COMES INTO VIEW 50 FEET ABOVE
 OM1172'THIS STATION.
 OM1172'
 OM1172'A LIGHT 100 FEET ABOVE JOHNSON COMES INTO VIEW 40 FEET ABOVE
 OM1172'THIS STATION.
 OM1172'
 OM1172'LIGHTS 110 FEET ABOVE WISCONSIN, 100 FEET ABOVE HILT, KOLLATH,
 OM1172'DANE, PINE, 87 FEET ABOVE REUTER, 74 FEET ABOVE MAIER, AND 60
 OM1172'FEET ABOVE ROBSON COME INTO VIEW 45 FEET ABOVE THIS STATION.
 OM1172'
 OM1172'A LIGHT 18 FEET ABOVE P.T. 9 U.S.G.S. ALSO COMES INTO VIEW 45
 OM1172'FEET ABOVE THIS STATION.
 OM1172
 OM1172                          STATION RECOVERY (1958)
 OM1172
 OM1172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1172'THE STATION, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 WERE
 OM1172'RECOVERED AND FOUND IN GOOD CONDITION.  THE REFERENCE POINTS
 OM1172'MENTIONED IN THE ORIGINAL DESCRIPTION ARE NO LONGER THERE.  THE
 OM1172'DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS CHECKED.  AT
 OM1172'THIS TIME MR. MINIX WOULD NOT ALLOW THE TOWER TO BE BUILT OVER
 OM1172'THE STATION AND A REFERENCE MARK 3 WAS ESTABLISHED.  THERE
 OM1172'IS A COMPLETE DESCRIPTION ON REFERENCE MARK 3.  A NEW
 OM1172'DESCRIPTION AND TO REACH THE STATION FOLLOWS.
 OM1172'
 OM1172'THE STATION IS ABOUT 12 MILES EAST-NORTHEAST OF MAZOMANIE,
 OM1172'ABOUT 2 MILES NORTHWEST OF BLUE MOUND, IN THE NW 1/4 SEC. 1,
 OM1172'T-6-N, R-5-E, AND ON PROPERTY OWNED BY MR. JOHN MINIX.  IT IS
 OM1172'52 FEET NORTH OF THE CENTERLINE OF A PAVED ROAD, 24 FEET
 OM1172'NORTHEAST OF A 10 INCH HICKORY TREE AND 13 FEET NORTHEAST OF
 OM1172'A 10 INCH OAK TREE.  THE MONUMENT PROJECTS 3 FEET AND THE
 OM1172'DISK IS STAMPED MINIX 1935.
 OM1172'
 OM1172'TO REACH THE STATION FROM THE BLUE MOUND LUTHERAN CHURCH IN
 OM1172'BLUE MOUND, GO WEST FOR 0.15 MILE TO THE INTERSECTION OF A
 OM1172'PAVED ROAD.  TURN RIGHT AND GO NORTH AND WEST ON THE PAVED
 OM1172'ROAD FOR 0.8 MILE TO THE ENTRANCE TO THE BLUE MOUND PARK
 OM1172'(PRIVATELY OWNED).  CONTINUE WEST FOR 0.3 MILE ON PAVED ROAD
 OM1172'TO MR. MINIXS HOUSE ON THE RIGHT.  CONTINUE WEST, NORTH AND WEST
 OM1172'FOR 0.4 MILE TO THE TOP OF THE HILL AND THE STATION AS
 OM1172'DESCRIBED.
 OM1172'
 OM1172'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ON
 OM1172'THE PAVED ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT
 OM1172'AS DESCRIBED.
 OM1172'
 OM1172'REFERENCE MARK 1 IS 39 FEET NORTHWEST OF A 15 INCH OAK TREE,
 OM1172'36 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A PICNIC SHED
 OM1172'AND 31 FEET SOUTHWEST OF A 14 INCH OAK TREE.  THE MONUMENT IS
 OM1172'FLUSH AND THE DISK IS STAMPED MINIX NO 1 1935.
 OM1172'
 OM1172'REFERENCE MARK 2 IS 34 FEET WEST OF AN 18 INCH OAK TREE AND 41
 OM1172'FEET SOUTH OF THE CENTERLINE OF THE PAVED ROAD.  THE MONUMENT
 OM1172'PROJECTS 1 INCH AND THE DISK IS STAMPED MINIX NO 2 1935.
 OM1172'
 OM1172'REFERENCE MARK 3 IS 52 FEET NORTH OF THE CENTERLINE OF A PAVED
 OM1172'ROAD, 24 FEET NORTHEAST OF A 10 INCH HICKORY TREE AND 13 FEET
 OM1172'NORTHEAST OF A 10 INCH OAK TREE.  THE MONUMENT IS FLUSH AND
 OM1172'THE DISK IS STAMPED MINIX NO 3 1935.
 OM1172'
 OM1172'THE AZIMUTH MARK IS 26 FEET WEST OF THE CENTERLINE OF THE PAVED
 OM1172'ROAD, 17 FEET SOUTHWEST OF A 4 INCH BLACK WALNUT TREE AND 6
 OM1172'FEET NORTH OF A 6 INCH HICKORY TREE.  THE MONUMENT PROJECTS 5
 OM1172'INCHES AND THE DISK IS STAMPED MINIX 1935.
 OM1172
 OM1172                          STATION RECOVERY (1971)
 OM1172
 OM1172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (AS)
 OM1172'LETTER OF MR. ARDEN T. SANDSNES, LAND SURVEYOR, DATED APRIL
 OM1172'9, 1971--
 OM1172'
 OM1172'STATION AND AZIMUTH MARKS WERE FOUND IN GOOD CONDITION.  NEW
 OM1172'REFERENCES TO THE AZIMUTH MARK ARE AS FOLLOWS--
 OM1172'
 OM1172'AZIMUTH MARK IS 30.75 NORTH OF A BLACK TOP SIDEWALK, 51.84
 OM1172'FEET NORTHEAST OF A 18-INCH BIRCH TREE, 81.75 FEET NORTHWEST OF A
 OM1172'FIRE PLACE STAND AND 106 FEET WEST OF A PARKING LOT CORNER.
 OM1172
 OM1172                          STATION RECOVERY (1974)
 OM1172
 OM1172'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1974 (LC)
 OM1172'MINIX 1935-GOOD
 OM1172'
 OM1172'MINIX NO 1 1935-GOOD
 OM1172'
 OM1172'MINIX NO 2 1935-GOOD
 OM1172'
 OM1172'MINIX R.M. 3 1935-GOOD
 OM1172'
 OM1172'DESC OF MINIX 1935 IS IN ERROR, SENTENCE WITH REFERENCE TREES
 OM1172'IS DESCRIBING R.M. 3 - STATION IS DESCRIBED CORRECT ON MINIX
 OM1172'R.M. 3 1958 SHEET.
 OM1172
 OM1172                          STATION RECOVERY (1994)
 OM1172
 OM1172'RECOVERY NOTE BY US POWER SQUADRON 1994
 OM1172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1171 ***********************************************************************
 OM1171  DESIGNATION -  MINIX RM 3
 OM1171  PID         -  OM1171
 OM1171  STATE/COUNTY-  WI/IOWA
 OM1171  USGS QUAD   -  BLUE MOUNDS (1981)
 OM1171
 OM1171                         *CURRENT SURVEY CONTROL
 OM1171  ___________________________________________________________________
 OM1171* NAD 83(1991)-  43 01 44.07555(N)    089 51 05.66517(W)     ADJUSTED  
 OM1171* NAVD 88     -       396.     (meters)    1299.     (feet)  SCALED    
 OM1171  ___________________________________________________________________
 OM1171  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 OM1171  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 OM1171
 OM1171  HORZ ORDER  -  FIRST
 OM1171
 OM1171.The horizontal coordinates were established by classical geodetic methods
 OM1171.and adjusted by the National Geodetic Survey in November 1991..
 OM1171
 OM1171.The orthometric height was scaled from a topographic map.
 OM1171
 OM1171.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1171
 OM1171.The geoid height was determined by GEOID03.
 OM1171
 OM1171;                    North         East     Units Scale Factor Converg.
 OM1171;SPC WI S     -   114,312.829   612,096.583   MT  0.99995354   +0 06 07.1
 OM1171;SPC WI S     -   375,041.34  2,008,186.87   sFT  0.99995354   +0 06 07.1
 OM1171;UTM  16      - 4,767,971.882   267,675.187   MT  1.00026405   -1 56 48.1
 OM1171
 OM1171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1171!SPC WI S     -   0.99994325  x   0.99995354  =   0.99989679
 OM1171!UTM  16      -   0.99994325  x   1.00026405  =   1.00020728
 OM1171
 OM1171|---------------------------------------------------------------------|
 OM1171| PID    Reference Object                     Distance      Geod. Az  |
 OM1171|                                                           dddmmss.s |
 OM1171| OM1170 BLUE MOUNDS RAD WIBA FM TWR         128.782 METERS 08950     |
 OM1171| CI9356 MINIX RM 2                           29.291 METERS 19436     |
 OM1171| CI9354 MINIX AZ MK                                        2401643.8 |
 OM1171|---------------------------------------------------------------------|
 OM1171
 OM1171                          SUPERSEDED SURVEY CONTROL
 OM1171
 OM1171  NAD 83(1986)-  43 01 44.06667(N)    089 51 05.66805(W) AD(       ) 1
 OM1171  NAD 27      -  43 01 44.07980(N)    089 51 05.22150(W) AD(       ) 1
 OM1171
 OM1171.Superseded values are not recommended for survey control.
 OM1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1171.See file dsdata.txt to determine how the superseded data were derived.
 OM1171
 OM1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN6767567972(NAD 83)
 OM1171_MARKER: DS = TRIANGULATION STATION DISK
 OM1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1171
 OM1171  HISTORY     - Date     Condition        Report By
 OM1171  HISTORY     - 1958     MONUMENTED       CGS
 OM1171  HISTORY     - 1974     GOOD             ALSTER
 OM1171  HISTORY     - 19940521 GOOD             USPSQD
 OM1171
 OM1171                          STATION DESCRIPTION
 OM1171
 OM1171'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1171'THE STATION IS ABOUT 12 MILES EAST-NORTHEAST OF MAZOMANIE, ABOUT
 OM1171'2 MILES NORTHWEST OF BLUE MOUND, IN THE NW 1/4 SEC. 1, T-6-N,
 OM1171'R-5-E AND ON PROPERTY OWNED BY MR. JOHN MINIX.  IT IS 52 FEET
 OM1171'NORTH OF THE CENTERLINE OF A PAVED ROAD, 24 FEET NORTHEAST OF A
 OM1171'10 INCH HICKORY TREE AND 13 FEET NORTHEAST OF A 10 INCH OAK
 OM1171'TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MINIX NO
 OM1171'3 1935.
 OM1171'
 OM1171'TO REACH THE STATION FROM THE BLUE MOUND LUTHERAN CHURCH IN BLUE
 OM1171'MOUND, GO WEST FOR 0.15 MILE TO THE INTERSECTION OF A PAVED
 OM1171'ROAD.  TURN RIGHT AND GO NORTH AND WEST ON THE PAVED ROAD FOR
 OM1171'0.8 MILE TO THE ENTRANCE TO THE BLUE MOUND PARK (PRIVATELY
 OM1171'OWNED).  CONTINUE WEST FOR 0.3 MILE ON PAVED ROAD TO MR. MINIXS
 OM1171'HOUSE ON THE RIGHT.  CONTINUE WEST, NORTH AND WEST FOR 0.4 MILE
 OM1171'TO THE TOP OF THE HILL AND THE STATION AS DESCRIBED.
 OM1171'
 OM1171'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ON
 OM1171'THE PAVED ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT
 OM1171'AS DESCRIBED.
 OM1171'
 OM1171'MINIX 1935 IS 49 FEET SOUTH OF THE CENTERLINE OF THE PAVED
 OM1171'ROAD, 45 FEET WEST OF AN 18 INCH OAK TREE, 38 FEET NORTHWEST OF
 OM1171'THE NORTHWEST CORNER OF A PICNIC SHED AND 37 FEET NORTHEAST OF
 OM1171'A 20 INCH OAK TREE.  THE MONUMENT IS AN 18 X 18 INCH MARK
 OM1171'WHICH PROJECTS 3 FEET.  THE DISK IS STAMPED MINIX 1935.
 OM1171'
 OM1171'REFERENCE MARK 2 IS 34 FEET WEST OF AN 18 INCH OAK TREE AND
 OM1171'41 FEET SOUTH OF THE CENTERLINE OF THE PAVED ROAD.  THE MONUMENT
 OM1171'PROJECTS 1 INCH AND THE DISK IS STAMPED MINIX NO 2 1935.
 OM1171'
 OM1171'THE AZIMUTH MARK IS 26 FEET WEST OF THE CENTERLINE OF THE
 OM1171'PAVED ROAD, 17 FEET SOUTHWEST OF A 4 INCH BLACK WALNUT TREE AND
 OM1171'6 FEET NORTH OF A 6 INCH HICKORY TREE.  THE MONUMENT PROJECTS
 OM1171'5 INCHES AND THE DISK IS STAMPED MINIX 1935.
 OM1171'
 OM1171'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 OM1171
 OM1171                          STATION RECOVERY (1974)
 OM1171
 OM1171'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1974 (LC)
 OM1171'MINIX R.M. 3 1935-GOOD (SET WITNESS POST, SIGN, 1 FT S OF MARK
 OM1171'
 OM1171'MINIX NO 2 1935-GOOD
 OM1171'
 OM1171'MINIX 1935-GOOD (PINIC SHED GONE)
 OM1171
 OM1171                          STATION RECOVERY (1994)
 OM1171
 OM1171'RECOVERY NOTE BY US POWER SQUADRON 1994
 OM1171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0950 ***********************************************************************
 NJ0950  DESIGNATION -  MINK
 NJ0950  PID         -  NJ0950
 NJ0950  STATE/COUNTY-  WI/GRANT
 NJ0950  USGS QUAD   -  BALLTOWN (1972)
 NJ0950
 NJ0950                         *CURRENT SURVEY CONTROL
 NJ0950  ___________________________________________________________________
 NJ0950* NAD 83(1991)-  42 44 53.08017(N)    090 49 35.95871(W)     ADJUSTED  
 NJ0950* NAVD 88     -       302.     (meters)     991.     (feet)  SCALED    
 NJ0950  ___________________________________________________________________
 NJ0950  LAPLACE CORR-          -4.17  (seconds)                    DEFLEC99
 NJ0950  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 NJ0950
 NJ0950  HORZ ORDER  -  FIRST
 NJ0950
 NJ0950.The horizontal coordinates were established by classical geodetic methods
 NJ0950.and adjusted by the National Geodetic Survey in March 1999..
 NJ0950
 NJ0950.The orthometric height was scaled from a topographic map.
 NJ0950
 NJ0950.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0950
 NJ0950.The geoid height was determined by GEOID03.
 NJ0950
 NJ0950;                    North         East     Units Scale Factor Converg.
 NJ0950;SPC WI S     -    83,440.576   532,320.316   MT  0.99999706   -0 34 04.8
 NJ0950;SPC WI S     -   273,754.62  1,746,454.24   sFT  0.99999706   -0 34 04.8
 NJ0950;SPC IA N     - 1,142,092.687 1,718,827.352   MT  0.99994635   +1 48 42.6
 NJ0950;UTM  15      - 4,735,130.315   677,871.167   MT  0.99998925   +1 28 32.2
 NJ0950
 NJ0950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0950!SPC WI S     -   0.99995771  x   0.99999706  =   0.99995477
 NJ0950!SPC IA N     -   0.99995771  x   0.99994635  =   0.99990406
 NJ0950!UTM  15      -   0.99995771  x   0.99998925  =   0.99994696
 NJ0950
 NJ0950:                Primary Azimuth Mark                     Grid Az
 NJ0950:SPC WI S     -  LANCASTER ST CLEMENTS CATH CH            040 55 27.1
 NJ0950:SPC IA N     -  LANCASTER ST CLEMENTS CATH CH            038 32 39.7
 NJ0950:UTM  15      -  LANCASTER ST CLEMENTS CATH CH            038 52 50.1
 NJ0950
 NJ0950|---------------------------------------------------------------------|
 NJ0950| PID    Reference Object                     Distance      Geod. Az  |
 NJ0950|                                                           dddmmss.s |
 NJ0950| NJ0921 LANCASTER ST CLEMENTS CATH CH       APPROX.14.5 KM 0402122.3 |
 NJ0950| NJ0922 LANCASTER CO COURTHOUSE DOME        APPROX.14.6 KM 0404421.4 |
 NJ0950| NJ0918 LANCASTER CO HOSP AND HOME TK       APPROX.14.5 KM 0531711.6 |
 NJ0950| CI9357 MINK AZ MK                                         0863905.6 |
 NJ0950| CI9358 MINK RM 1                            27.710 METERS 08712     |
 NJ0950| CI9360 MINK RM 3                            19.043 METERS 10920     |
 NJ0950| NJ0948 TENNYSON CATH CH SPIRE              APPROX.13.5 KM 1180754.3 |
 NJ0950| NJ0947 TENNYSON MUNICIPAL STANDPIPE        APPROX.13.0 KM 1211034.3 |
 NJ0950| CI9359 MINK RM 2                                          14555     |
 NJ0950| NJ0952 BALLTOWN ST FRANCIS CATH CH         APPROX.12.8 KM 1953647.4 |
 NJ0950| NJ0960 CASSVILLE RAD STA KSB 631 MAST      APPROX.11.3 KM 2620150.4 |
 NJ0950| CI9361 MINK RM 4                            19.102 METERS 33811     |
 NJ0950|---------------------------------------------------------------------|
 NJ0950
 NJ0950                          SUPERSEDED SURVEY CONTROL
 NJ0950
 NJ0950  NAD 83(1991)-  42 44 53.07519(N)    090 49 35.95430(W) AD(       ) 1
 NJ0950  NAD 83(1986)-  42 44 53.07292(N)    090 49 35.95639(W) AD(       ) 1
 NJ0950  NAD 27      -  42 44 53.10200(N)    090 49 35.50200(W) AD(       ) 1
 NJ0950
 NJ0950.Superseded values are not recommended for survey control.
 NJ0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0950.See file dsdata.txt to determine how the superseded data were derived.
 NJ0950
 NJ0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH7787135130(NAD 83)
 NJ0950_MARKER: DS = TRIANGULATION STATION DISK
 NJ0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0950_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0950+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2004
 NJ0950
 NJ0950  HISTORY     - Date     Condition        Report By
 NJ0950  HISTORY     - 1931     MONUMENTED       CGS
 NJ0950  HISTORY     - 1953     GOOD             USGS
 NJ0950  HISTORY     - 1958     GOOD             CGS
 NJ0950  HISTORY     - 19980917 GOOD             USPSQD
 NJ0950  HISTORY     - 20041015 GOOD             INDIV
 NJ0950
 NJ0950                          STATION DESCRIPTION
 NJ0950
 NJ0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 NJ0950'NINE MILES EAST-NORTHEAST OF CASSVILLE, 4-1/2 MILES SOUTH-SOUTHEAST
 NJ0950'OF BEETOWN, IN FENCE LINE ON NORTH SIDE OF COUNTY HIGHWAY
 NJ0950'U, ON LAND OWNED AND OCCUPIED BY MR. RAY L. MINK.
 NJ0950'
 NJ0950'REACHED VIA COUNTY HIGHWAYS U OR N TO THEIR INTERSECTION,
 NJ0950'THENCE WEST ABOUT 100 YARDS TO MR. MINKS HOUSE ON NORTH
 NJ0950'SIDE OF ROAD AND STATION SITE.
 NJ0950'
 NJ0950'MARK IS ON THE NORTH SIDE OF HIGHWAY U, 65 FEET SOUTHEAST
 NJ0950'OF THE SOUTHEAST CORNER OF MR. MINKS HOUSE, IN FENCE LINE,
 NJ0950'6.02 METERS WEST OF SOUTHWEST CORNER OF CULTIVATED FIELD,
 NJ0950'9.57 METERS NORTH OF CENTERLINE OF COUNTY HIGHWAY U, AND
 NJ0950'22 YARDS EAST OF GATE LEADING TO HOUSE.  MARK IS FLUSH WITH
 NJ0950'THE GROUND.
 NJ0950'
 NJ0950'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 1 FOOT SOUTH
 NJ0950'OF FENCE ON NORTH SIDE OF COUNTY HIGHWAY U, 9 METERS NORTH
 NJ0950'OF THE HIGHWAY, AND IS 8 INCHES ABOVE THE SURFACE.
 NJ0950'
 NJ0950'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION, ON COUNTY
 NJ0950'HIGHWAY N, 0.2 MILE SOUTH OF THE INTERSECTION OF THE TWO
 NJ0950'HIGHWAYS, 1 FOOT SOUTH OF FENCE ON SOUTH SIDE OF ROAD, 6
 NJ0950'METERS SOUTH OF CENTER OF ROAD, AND NEAR A POINT WHERE A
 NJ0950'SIDE ROAD ENTERS THE HIGHWAY, AND 50 METERS WEST OF ENTRANCE
 NJ0950'TO FARMYARD ON NORTH SIDE OF ROAD.
 NJ0950'
 NJ0950'U.S.G.S. B.M. IS EAST OF THE STATION 90 METERS DISTANT, ON
 NJ0950'NORTH SIDE OF THE ROAD AT INTERSECTION OF COUNTY HIGHWAYS
 NJ0950'U AND N, 9 METERS NORTH OF CENTERLINE OF ROAD, 1 METER WEST
 NJ0950'OF A 24-INCH OAK TREE, AND IN THE SOUTHWEST CORNER OF A
 NJ0950'CULTIVATED FIELD.  MARK IS AN IRON PIPE WITH BRASS CAP, STAMPED
 NJ0950'DUBQ. ELEV. 980 FT.
 NJ0950'
 NJ0950'NOTE 1.  THIS AZIMUTH MARK IS THE SPIRE OF THE CATHOLIC
 NJ0950'CHURCH AT SHERRILL, IOWA.  THIS SPIRE IS VERY PROMINENT
 NJ0950'FROM THE GROUND.
 NJ0950'
 NJ0950'NOTE 2.  THIS AZIMUTH MARK IS THE SPIRE ON ST. FRANCIS CHURCH
 NJ0950'AT BALLTOWN, IOWA.  THIS SPIRE IS ALSO HOLY CROSS SPIRE,
 NJ0950'M.R.C.  THIS SPIRE STANDS OUT VERY PROMINENTLY.
 NJ0950'
 NJ0950'HEIGHT OF SIGNAL ABOVE STATION MARK - 23 METERS.
 NJ0950
 NJ0950                          STATION RECOVERY (1953)
 NJ0950
 NJ0950'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 NJ0950'R.M. NO. 2 LEANS 30 DEGREES NORTH (TOWARD MARK), BUT IS
 NJ0950'SOLID, AND POSITION MAY VERY WELL BE OK FOR AZIMUTH.
 NJ0950
 NJ0950                          STATION RECOVERY (1958)
 NJ0950
 NJ0950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 NJ0950'THE STATION AND REFERENCE MARK 1 WERE RECOVERED AND FOUND
 NJ0950'IN GOOD CONDITION.  THE HOUSE IS THE ONLY REMAINING REFERENCE
 NJ0950'POINT, THE OTHERS HAVE CHANGED DUE TO ROAD CONSTRUCTION.  THE
 NJ0950'PROPERTY IS NOW OWNED BY MR. LLOYD BURTON.  THE DISTANCE
 NJ0950'TO REFERENCE MARK 1 CHECKED BUT A DIFFERENCE OF 1 MINUTE
 NJ0950'AND 28.7 SECONDS WAS FOUND IN THE DIRECTION.  REFERENCE
 NJ0950'MARK 1 WAS DESTROYED AT THIS TIME AT THE REQUEST OF MR. BURTON.
 NJ0950'REFERENCE MARK 2 AND THE U.S.G.S. B.M. MARK WERE FOUND
 NJ0950'DESTROYED.  TWO NEW REFERENCE MARKS 3 AND 4 AND A NEW AZIMUTH
 NJ0950'MARK WERE ESTABLISHED AT THIS TIME.
 NJ0950'
 NJ0950'A NEW DESCRIPTION AND A NEW TO REACH FOLLOWS--
 NJ0950'
 NJ0950'THE STATION IS ABOUT 10 MILES SOUTHWEST OF LANCASTER, ABOUT
 NJ0950'4 MILES SOUTHEAST OF BEETOWN AND ABOUT 0.05 MILE NORTH OF
 NJ0950'A T-INTERSECTION FORMED BY COUNTY HIGHWAYS U AND N.  IT
 NJ0950'IS IN THE NORTHEAST 1/4 OF SEC. 10., T. 3 N., R. 4 W., 59
 NJ0950'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE,
 NJ0950'64 FEET NORTHWEST OF A FENCE CORNER, 26 FEET SOUTHWEST OF
 NJ0950'A WIRE FENCE AND 26 FEET EAST OF THE EAST ONE OF TWO 16
 NJ0950'INCH PINE TREES.  THE MONUMENT IS FLUSH AND THE DISK IS
 NJ0950'STAMPED MINK 1931.
 NJ0950'
 NJ0950'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE SQUARE
 NJ0950'IN LANCASTER, GO WEST AND SOUTHWEST ON STATE HIGHWAY 81
 NJ0950'AND 35 FOR 1.45 MILES TO A JUNCTION WITH COUNTY HIGHWAY
 NJ0950'N.  TURN LEFT AND GO SOUTHWESTERLY ON HIGHWAY N FOR 4.65
 NJ0950'MILE TO A CROSSROAD IN THE VILLAGE OF HURRICANE.  TURN LEFT
 NJ0950'AND CONTINUE SOUTHWESTERLY ON HIGHWAY N FOR 4.15 MILES TO
 NJ0950'A REVERSE Y, JUNCTION WITH COUNTY HIGHWAY U*.  GO WEST ON
 NJ0950'HIGHWAY N AND U FOR 0.7 MILES TO WHERE HIGHWAY N TURNS SOUTH.
 NJ0950'CONTINUE WEST ON HIGHWAY U FOR ABOUT 0.1 MILE TO A DRIVEWAY
 NJ0950'ON THE RIGHT.  TURN RIGHT AND GO NORTH ON THE DRIVEWAY FOR
 NJ0950'0.05 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 NJ0950'
 NJ0950'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO EAST ON COUNTY
 NJ0950'HIGHWAY U FOR 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT.
 NJ0950'
 NJ0950'REFERENCE MARK 3 IS 84 FEET SOUTHEAST OF THE 16 INCH PINE
 NJ0950'TREE, 72 FEET NORTHWEST OF A POWER POLE AND 2 FEET WEST
 NJ0950'OF THE FENCE CORNER.  THE MONUMENT IS FLUSH AND THE DISK
 NJ0950'IS STAMPED MINK NO 3 1931.
 NJ0950'
 NJ0950'REFERENCE MARK 4 IS 27 FEET SOUTHEAST OF THE NORTHEAST CORNER
 NJ0950'OF THE FRAME HOUSE, 16 FEET NORTHEAST OF THE SOUTHEAST CORNER
 NJ0950'OF THE FRAME HOUSE AND 1 FOOT SOUTH OF A FENCE CORNER.  THE
 NJ0950'MONUMENT IS FLUSH AND THE DISK IS STAMPED MINK NO 4 1931.
 NJ0950'
 NJ0950'THE AZIMUTH MARK IS 50 FEET NORTH OF THE CENTERLINE OF COUNTY
 NJ0950'HIGHWAY U, 1 FOOT SOUTH OF A WIRE FENCE AND 2 FEET WEST
 NJ0950'OF A WHITE WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES
 NJ0950'AND THE DISK IS STAMPED MINK 1931.
 NJ0950
 NJ0950                          STATION RECOVERY (1998)
 NJ0950
 NJ0950'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0950'RECOVERED IN GOOD CONDITION.
 NJ0950
 NJ0950                          STATION RECOVERY (2004)
 NJ0950
 NJ0950'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JPA)
 NJ0950'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0855 ***********************************************************************
 OM0855  DESIGNATION -  MINNESOTA JUNCTION USLS 1873
 OM0855  PID         -  OM0855
 OM0855  STATE/COUNTY-  WI/DODGE
 OM0855  USGS QUAD   -  HORICON (1980)
 OM0855
 OM0855                         *CURRENT SURVEY CONTROL
 OM0855  ___________________________________________________________________
 OM0855* NAD 83(1991)-  43 28 28.39143(N)    088 43 47.33280(W)     ADJUSTED  
 OM0855* NAVD 88     -       302.     (meters)     991.     (feet)  SCALED    
 OM0855  ___________________________________________________________________
 OM0855  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 OM0855  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 OM0855
 OM0855  HORZ ORDER  -  FIRST
 OM0855
 OM0855.The horizontal coordinates were established by classical geodetic methods
 OM0855.and adjusted by the National Geodetic Survey in November 1991..
 OM0855
 OM0855.The orthometric height was scaled from a topographic map.
 OM0855
 OM0855.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0855
 OM0855.The geoid height was determined by GEOID03.
 OM0855
 OM0855;                    North         East     Units Scale Factor Converg.
 OM0855;SPC WI S     -   164,591.593   702,760.682   MT  0.99993336   +0 52 21.9
 OM0855;SPC WI S     -   539,997.58  2,305,640.67   sFT  0.99993336   +0 52 21.9
 OM0855;UTM  16      - 4,814,968.625   360,094.410   MT  0.99984077   -1 11 25.3
 OM0855
 OM0855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0855!SPC WI S     -   0.99995816  x   0.99993336  =   0.99989152
 OM0855!UTM  16      -   0.99995816  x   0.99984077  =   0.99979893
 OM0855
 OM0855:                Primary Azimuth Mark                     Grid Az
 OM0855:SPC WI S     -  WAUPUN                                   358 57 24.7
 OM0855:UTM  16      -  WAUPUN                                   001 01 11.9
 OM0855
 OM0855|---------------------------------------------------------------------|
 OM0855| PID    Reference Object                     Distance      Geod. Az  |
 OM0855|                                                           dddmmss.s |
 OM0855| OM0941 WAUPUN                              APPROX.17.2 KM 3594946.6 |
 OM0855|---------------------------------------------------------------------|
 OM0855
 OM0855                          SUPERSEDED SURVEY CONTROL
 OM0855
 OM0855  NAD 83(1986)-  43 28 28.38352(N)    088 43 47.33893(W) AD(       ) 1
 OM0855  NAD 27      -  43 28 28.40500(N)    088 43 46.96300(W) AD(       ) 1
 OM0855
 OM0855.Superseded values are not recommended for survey control.
 OM0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0855.See file dsdata.txt to determine how the superseded data were derived.
 OM0855
 OM0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP6009414969(NAD 83)
 OM0855
 OM0855  HISTORY     - Date     Condition        Report By
 OM0855  HISTORY     - 1873     MONUMENTED       USLS
 OM0855  HISTORY     - 1930     SEE DESCRIPTION  CGS
 OM0855  HISTORY     - 1957     SEE DESCRIPTION  CGS
 OM0855
 OM0855                          STATION DESCRIPTION
 OM0855
 OM0855'DESCRIBED BY US LAKE SURVEY 1873
 OM0855'THIS STATION IS SITUATED IN THE SW QUARTER OF THE SE QUARTER
 OM0855'OF SEC. 29, BURNETT TOWNSHIP.  THE HEIGHT OF STATION USED WAS
 OM0855'25 FEET.  THE GEODETIC POINT IS MARKED BY A STONE OF THE USUAL
 OM0855'FORM, SET SO THAT ITS UPPER END IS 4 FEET BENEATH THE SURFACE
 OM0855'OF THE GROUND.  DIRECTLY OVER THIS STONE WAS SET A LARGE OAK
 OM0855'AZIMUTH POST.  A REFERENCE STONE SET IN THE ROAD S OF THE
 OM0855'STATION BEARS S 36 DEG 54 MIN E, AND IS 140.57 METERS DISTANT
 OM0855'FROM THE GEODETIC POINT.  A STONE POST MARKING THE SW CORNER
 OM0855'OF THE SE QUARTER OF SECTION 29 BEARS S 69 DEG 15 MIN W, AND
 OM0855'IS 345.32 METERS DISTANT FROM THE GEODETIC POINT.  A HOLE
 OM0855'DRILLED IN A LARGE BOULDER BEARS N 87 DEG 23 MIN E, AND IS
 OM0855'36.89 METERS DISTANT FROM THE THE GEODETIC POINT.
 OM0855'HEIGHT OF GROUND AT STATION, 416.2 FEET.
 OM0855
 OM0855                          STATION RECOVERY (1930)
 OM0855
 OM0855'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (ITS)
 OM0855'BOTH SURFACE AND SUBSURFACE MARKS OF THIS STATION WERE DESTROYED
 OM0855'BY QUARRYING OPERATIONS.  THE REFERENCE MARK DESCRIBED AS
 OM0855'BEING ALONG ROAD SIDE IS ALSO DESTROYED.  THE ADDITIONAL
 OM0855'REFERENCE MARK, A DRILL HOLE IN A BOULDER 36.89 METERS N
 OM0855'87 DEG 23 MIN E, ALONE WAS FOUND.
 OM0855'
 OM0855'NO NEW MARKS WERE ESTABLISHED AS THIS STATION WAS NOT USED
 OM0855'IN MAKING CONNECTION, THE PROJECT OF 1930 WITH THAT OF 1872
 OM0855'AND 1873.
 OM0855
 OM0855                          STATION RECOVERY (1957)
 OM0855
 OM0855'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JAW)
 OM0855'BOTH SURFACE AND SUBSURFACE MARKS WERE DESTROYED BY QUARRYING
 OM0855'OPERATIONS.  THE REFERENCE MARK DESCRIBED AS BEING ALONG A
 OM0855'ROADSIDE IS ALSO DESTROYED.  THE ADDITIONAL REFERENCE MARK,
 OM0855'A DRILL HOLE IN A BOULDER 36.89 METERS N 87 DEG 23 MIN E,
 OM0855'WAS FOUND.  A NEW STATION SCHROEDER 1958 WAS ESTABLISHED
 OM0855'NEARBY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0855 ***********************************************************************
 RM0855  DESIGNATION -  MINNI
 RM0855  PID         -  RM0855
 RM0855  STATE/COUNTY-  WI/DOUGLAS
 RM0855  USGS QUAD   -  BENNETT (1981)
 RM0855
 RM0855                         *CURRENT SURVEY CONTROL
 RM0855  ___________________________________________________________________
 RM0855* NAD 83(1991)-  46 27 42.77564(N)    091 48 19.56317(W)     ADJUSTED  
 RM0855* NAVD 88     -       393.     (meters)    1289.     (feet)  SCALED    
 RM0855  ___________________________________________________________________
 RM0855  LAPLACE CORR-          -7.48  (seconds)                    DEFLEC99
 RM0855  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 RM0855
 RM0855  HORZ ORDER  -  THIRD
 RM0855
 RM0855.The horizontal coordinates were established by classical geodetic methods
 RM0855.and adjusted by the National Geodetic Survey in March 1999..
 RM0855
 RM0855.The orthometric height was scaled from a topographic map.
 RM0855
 RM0855.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0855
 RM0855.The geoid height was determined by GEOID03.
 RM0855
 RM0855;                    North         East     Units Scale Factor Converg.
 RM0855;SPC WI N     -   145,534.203   461,331.066   MT  0.99995850   -1 18 08.6
 RM0855;SPC WI N     -   477,473.46  1,513,550.34   sFT  0.99995850   -1 18 08.6
 RM0855;UTM  15      - 5,146,061.054   591,724.994   MT  0.99970342   +0 51 57.7
 RM0855
 RM0855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0855!SPC WI N     -   0.99994268  x   0.99995850  =   0.99990119
 RM0855!UTM  15      -   0.99994268  x   0.99970342  =   0.99964612
 RM0855
 RM0855|---------------------------------------------------------------------|
 RM0855| PID    Reference Object                     Distance      Geod. Az  |
 RM0855|                                                           dddmmss.s |
 RM0855| CJ3341 MINNI RM 2                           22.037 METERS 05157     |
 RM0855| CJ3340 MINNI RM 1                           28.325 METERS 14736     |
 RM0855| CJ3339 MINNI AZ MK                                        2614328.8 |
 RM0855|---------------------------------------------------------------------|
 RM0855
 RM0855                          SUPERSEDED SURVEY CONTROL
 RM0855
 RM0855  NAD 83(1991)-  46 27 42.77496(N)    091 48 19.55997(W) AD(       ) 3
 RM0855  NAD 83(1986)-  46 27 42.76914(N)    091 48 19.55902(W) AD(       ) 3
 RM0855  NAD 27      -  46 27 42.97700(N)    091 48 18.88900(W) AD(       ) 3
 RM0855
 RM0855.Superseded values are not recommended for survey control.
 RM0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0855.See file dsdata.txt to determine how the superseded data were derived.
 RM0855
 RM0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM9172546061(NAD 83)
 RM0855_MARKER: DS = TRIANGULATION STATION DISK
 RM0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0855
 RM0855  HISTORY     - Date     Condition        Report By
 RM0855  HISTORY     - 1953     MONUMENTED       CGS
 RM0855  HISTORY     - 19920817 MARK NOT FOUND   USPSQD
 RM0855
 RM0855                          STATION DESCRIPTION
 RM0855
 RM0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 RM0855'STATION IS LOCATED ON A WOODED HILL, ABOUT 7-1/2 MILES NORTH
 RM0855'OF THE VILLAGE OF SOLON SPRINGS, AND ABOUT 2 MILES EAST-NORTHEAST
 RM0855'OF THE VILLAGE OF BENNETT.  IT IS SET IN THE APPROXIMATE
 RM0855'CENTER OF A SMALL CLEARING, 20 FEET WEST-SOUTHWEST OF A TREE
 RM0855'WITH TRIANGLE BLAZE, AND 4 FEET EAST OF A WITNESS POST.  THE
 RM0855'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED MINNI 1953.
 RM0855'
 RM0855'REFERENCE MARK NO. 1 IS SET AT THE EAST EDGE OF A WOODS ROAD.
 RM0855'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED MINNI NO
 RM0855'1 1953.
 RM0855'
 RM0855'REFERENCE MARK NO. 2 IS SET AT THE END OF A CLEARED LINE.
 RM0855'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED MINNI
 RM0855'NO 2 1953.
 RM0855'
 RM0855'AZIMUTH MARK IS 20 FEET EAST OF THE APPROXIMATE CENTERLINE
 RM0855'OF THE ROAD, 1 FOOT EAST OF THE FENCELINE, AND 2 FEET NORTH
 RM0855'OF A WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK
 RM0855'IS STAMPED MINNI 1953.
 RM0855'
 RM0855'TO REACH FROM THE DEPOT IN THE VILLAGE OF SOLON SPRINGS, GO NORTH
 RM0855'ON U.S. HIGHWAY NO. 53 FOR 7.8 MILES TO A CROSSROAD, AT A
 RM0855'CHURCH AND PINE GROVE ON RIGHT.  TURN RIGHT AND GO EAST ON
 RM0855'GRADED ROAD FOR 1.3 MILES TO CROSSROAD, (AZIMUTH MARK IS 0.05
 RM0855'MILE NORTH OF THIS POINT AND ON THE EAST (RIGHT) SIDE OF ROAD).
 RM0855'CONTINUE STRAIGHT AHEAD (EAST) ON GRADED ROAD FOR 0.8 MILE TO A
 RM0855'DRIVEWAY LEADING TO A NEWLY CLEARED FIELD ON LEFT.  TURN
 RM0855'LEFT ON FIELD ROAD AND GO NORTHWESTERLY ACROSS FIELD FOR
 RM0855'0.1 MILE TO EDGE OF WOODS AT NORTHWEST CORNER OF FIELD AND A
 RM0855'TRIANGLE BLAZED TREE.  CONTINUE ON WOODS ROAD FOR ABOUT 100
 RM0855'YARDS TO END OF ROAD AND STATION AS DESCRIBED.
 RM0855'
 RM0855'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 RM0855
 RM0855                          STATION RECOVERY (1992)
 RM0855
 RM0855'RECOVERY NOTE BY US POWER SQUADRON 1992 (LJK)
 RM0855'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0556 ***********************************************************************
 QN0556  DESIGNATION -  MINNIE
 QN0556  PID         -  QN0556
 QN0556  STATE/COUNTY-  WI/RUSK
 QN0556  USGS QUAD   -  LADYSMITH SE (1971)
 QN0556
 QN0556                         *CURRENT SURVEY CONTROL
 QN0556  ___________________________________________________________________
 QN0556* NAD 83(1991)-  45 21 36.21678(N)    091 00 30.88875(W)     ADJUSTED  
 QN0556* NAVD 88     -       343.     (meters)    1125.     (feet)  SCALED    
 QN0556  ___________________________________________________________________
 QN0556  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 QN0556  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 QN0556
 QN0556  HORZ ORDER  -  FIRST
 QN0556
 QN0556.The horizontal coordinates were established by classical geodetic methods
 QN0556.and adjusted by the National Geodetic Survey in November 1991..
 QN0556
 QN0556.The orthometric height was scaled from a topographic map.
 QN0556
 QN0556.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0556
 QN0556.The geoid height was determined by GEOID03.
 QN0556
 QN0556;                    North         East     Units Scale Factor Converg.
 QN0556;SPC WI C     -   170,143.500   520,980.186   MT  0.99997635   -0 42 41.9
 QN0556;SPC WI C     -   558,212.47  1,709,249.16   sFT  0.99997635   -0 42 41.9
 QN0556;UTM  15      - 5,024,878.782   655,967.853   MT  0.99989910   +1 25 02.1
 QN0556
 QN0556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0556!SPC WI C     -   0.99995100  x   0.99997635  =   0.99992735
 QN0556!UTM  15      -   0.99995100  x   0.99989910  =   0.99985010
 QN0556
 QN0556|---------------------------------------------------------------------|
 QN0556| PID    Reference Object                     Distance      Geod. Az  |
 QN0556|                                                           dddmmss.s |
 QN0556| QN0557 MINNIE RM                            14.214 METERS 11251     |
 QN0556| QN0555 MINNIE RM 1                          41.836 METERS 13649     |
 QN0556|---------------------------------------------------------------------|
 QN0556
 QN0556                          SUPERSEDED SURVEY CONTROL
 QN0556
 QN0556  NAD 83(1986)-  45 21 36.21206(N)    091 00 30.88712(W) AD(       ) 1
 QN0556  NAD 27      -  45 21 36.31500(N)    091 00 30.40000(W) AD(       ) 1
 QN0556
 QN0556.Superseded values are not recommended for survey control.
 QN0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0556.See file dsdata.txt to determine how the superseded data were derived.
 QN0556
 QN0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL5596824879(NAD 83)
 QN0556_MARKER: DS = TRIANGULATION STATION DISK
 QN0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0556_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QN0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0556+STABILITY: SURFACE MOTION
 QN0556
 QN0556  HISTORY     - Date     Condition        Report By
 QN0556  HISTORY     - 1921     MONUMENTED       CGS
 QN0556  HISTORY     - 1930     GOOD             CGS
 QN0556  HISTORY     - 1934     GOOD             CGS
 QN0556  HISTORY     - 1934     GOOD             CGS
 QN0556  HISTORY     - 1952     GOOD             CGS
 QN0556
 QN0556                          STATION DESCRIPTION
 QN0556
 QN0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0556'ABOUT 2.2 MILES EAST OF CONRATH, 70 METERS NORTH OF WAGON-ROAD
 QN0556'CROSSING, 350 METERS NORTH OF MILEPOLE 344, AND 9.292 METERS
 QN0556'(30.50 FEET) EAST OF THE EAST RAIL OF THE MINNEAPOLIS, ST. PAUL
 QN0556'AND SAULT STE. MARIE RAILWAY.
 QN0556'
 QN0556'REFERENCE MARK ON SAME EAST SIDE OF THE TRACK.
 QN0556
 QN0556                          STATION RECOVERY (1930)
 QN0556
 QN0556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 QN0556'THE MARK WAS FOUND AS DESCRIBED.  THE DESCRIPTION IS ADEQUATE.
 QN0556'THE MARK IS IN GOOD CONDITION.
 QN0556
 QN0556                          STATION RECOVERY (1934)
 QN0556
 QN0556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WM)
 QN0556'STATION FOUND AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
 QN0556'DESCRIPTION ADEQUATE.
 QN0556
 QN0556                          STATION RECOVERY (1934)
 QN0556
 QN0556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QN0556'STATION RECOVERED, MARKS IN GOOD CONDITION.
 QN0556'
 QN0556'THIS STATION IS ABOUT 9 MILES SOUTHEAST OF LADYSMITH, IN THE
 QN0556'NORTHEAST QUARTER OF SEC. 8, T. 33 N., R. 5 W., ON THE NORTH
 QN0556'EDGE OF THE RIGHT-OF-WAY OF THE SOO LINE RAILROAD, 227 FEET WEST
 QN0556'OF THE CENTERLINE OF THE ROAD, 28 FEET NORTHEAST OF THE NORTH
 QN0556'RAIL, 24 FEET SOUTHWEST OF FENCE LINE.  MARK PROJECTS 2 INCHES.
 QN0556'
 QN0556'TO REACH STATION FROM LADYSMITH GO SOUTH AND EAST ON COUNTY
 QN0556'HIGHWAY G TO TOWN OF CONRATH, THENCE SOUTH 2.2 MILES TO SIDE ROAD
 QN0556'TO EAST, THENCE EAST 1.0 MILE TO T-ROAD, GO NORTH ON T-ROAD
 QN0556'0.15 MILE TO RAILROAD TRACK AND STATION.
 QN0556'
 QN0556'REFERENCE MARK WAS RECOVERED IN GOOD CONDITION, 2 FEET WEST OF
 QN0556'RIGHT-OF-WAY FENCE, 52 FEET NORTHEAST OF NORTHEAST RAIL, 46.64
 QN0556'FEET EAST OF STATION MARK.  MARK IS STANDARD DISK WITH ARROW
 QN0556'SUPERIMPOSED ON TRIANGLE.
 QN0556'
 QN0556'REFERENCE MARK NO. 1 ESTABLISHED IN 1934 IS 137.26 FEET EAST
 QN0556'OF THE STATION MARK, 40.75 FEET NORTHEAST OF NORTHEAST RAIL,
 QN0556'90 FEET WEST OF CENTERLINE OF ROAD.
 QN0556'THE MARK PROJECTS 8 INCHES.
 QN0556'
 QN0556'REFERENCE MARK NO. 2 ESTABLISHED IN 1934 IS 223.55 FEET SOUTHEAST
 QN0556'OF THE STATION MARK, 40 FEET SOUTHWEST OF THE SOUTHWEST RAIL.
 QN0556'MARK PROJECTS 8 INCHES.
 QN0556
 QN0556                          STATION RECOVERY (1952)
 QN0556
 QN0556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QN0556'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 QN0556'THE 1921 DESCRIPTION IS ADEQUATE.  THE STATION WAS NOT OCCUPIED
 QN0556'AT THIS TIME, AS IT IS TOO CLOSE TO AN EMBANKMENT TO PERMIT
 QN0556'BUILDING A TOWER OVER THE MARK.  A TOWER WAS BUILT OVER MINNIE
 QN0556'R.M.  1921 AND A NEW DESCRIPTION HAS BEEN WRITTEN FOR MINNIE R.M.
 QN0556'1921.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0557 ***********************************************************************
 QN0557  DESIGNATION -  MINNIE RM
 QN0557  PID         -  QN0557
 QN0557  STATE/COUNTY-  WI/RUSK
 QN0557  USGS QUAD   -  LADYSMITH SE (1971)
 QN0557
 QN0557                         *CURRENT SURVEY CONTROL
 QN0557  ___________________________________________________________________
 QN0557* NAD 83(1991)-  45 21 36.03797(N)    091 00 30.28694(W)     ADJUSTED  
 QN0557* NAVD 88     -       343.     (meters)    1125.     (feet)  SCALED    
 QN0557  ___________________________________________________________________
 QN0557  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 QN0557  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 QN0557
 QN0557  HORZ ORDER  -  FIRST
 QN0557
 QN0557.The horizontal coordinates were established by classical geodetic methods
 QN0557.and adjusted by the National Geodetic Survey in November 1991..
 QN0557
 QN0557.The orthometric height was scaled from a topographic map.
 QN0557
 QN0557.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0557
 QN0557.The geoid height was determined by GEOID03.
 QN0557
 QN0557;                    North         East     Units Scale Factor Converg.
 QN0557;SPC WI C     -   170,137.817   520,993.214   MT  0.99997634   -0 42 41.4
 QN0557;SPC WI C     -   558,193.82  1,709,291.90   sFT  0.99997634   -0 42 41.4
 QN0557;UTM  15      - 5,024,873.588   655,981.082   MT  0.99989915   +1 25 02.5
 QN0557
 QN0557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0557!SPC WI C     -   0.99995100  x   0.99997634  =   0.99992734
 QN0557!UTM  15      -   0.99995100  x   0.99989915  =   0.99985015
 QN0557
 QN0557|---------------------------------------------------------------------|
 QN0557| PID    Reference Object                     Distance      Geod. Az  |
 QN0557|                                                           dddmmss.s |
 QN0557| CJ5753 MINNIE RM 2                          59.604 METERS 17102     |
 QN0557| QN0556 MINNIE                               14.214 METERS 29251     |
 QN0557|---------------------------------------------------------------------|
 QN0557
 QN0557                          SUPERSEDED SURVEY CONTROL
 QN0557
 QN0557  NAD 83(1986)-  45 21 36.03325(N)    091 00 30.28529(W) AD(       ) 1
 QN0557  NAD 27      -  45 21 36.13600(N)    091 00 29.79800(W) AD(       ) 1
 QN0557
 QN0557.Superseded values are not recommended for survey control.
 QN0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0557.See file dsdata.txt to determine how the superseded data were derived.
 QN0557
 QN0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL5598124874(NAD 83)
 QN0557_MARKER: DS = TRIANGULATION STATION DISK
 QN0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0557_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QN0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0557+STABILITY: SURFACE MOTION
 QN0557
 QN0557  HISTORY     - Date     Condition        Report By
 QN0557  HISTORY     - 1921     MONUMENTED       CGS
 QN0557  HISTORY     - 1952     GOOD             CGS
 QN0557  HISTORY     - 20041005 MARK NOT FOUND   WIDT
 QN0557
 QN0557                          STATION DESCRIPTION
 QN0557
 QN0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QN0557'THE STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF LADYSMITH,
 QN0557'2.5 MILES EAST OF CONRATH AND ON THE RIGHT OF WAY OF THE SOO
 QN0557'LINE RAILROAD.
 QN0557'
 QN0557'TO REACH THE STATION FROM CONRATH, GO SOUTH ON GRAVEL ROAD FOR
 QN0557'2.5 MILES TO A SIDE ROAD LEFT, TURN LEFT, EAST FOR 1.0 MILE TO A
 QN0557'T-ROAD, TURN LEFT, NORTH FOR 0.15 MILE TO A RAILROAD CROSSING.
 QN0557'FROM HERE WALK NORTHWEST UP TRACKS FOR ABOUT 150 YARDS TO THE
 QN0557'STATION ON THE RIGHT AS DESCRIBED.
 QN0557'
 QN0557'THE STATION MARK IS STAMPED MINNIE R.M. 1921.  IT IS A STANDARD
 QN0557'DISK SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH.
 QN0557'IT IS 48 FEET EAST OF THE EAST RAIL OF THE SOO LINE RAILROAD,
 QN0557'2 FEET WEST OF A FENCELINE AND 2 FEET NORTHEAST OF A WITNESS
 QN0557'POST.
 QN0557'
 QN0557'REFERENCE MARK NO. 2 IS STAMPED MINNIE NO 2 1934.  IT IS A
 QN0557'STANDARD DISK SET IN A CONCRETE CYLINDER THAT PROJECTS 6 INCHES.
 QN0557'IT IS 40 FEET SOUTHWEST OF THE SOUTHWEST RAIL AND IS SET IN A
 QN0557'FENCELINE.
 QN0557'
 QN0557'TRAVERSE STATION LINN 1921 1952 WAS USED FOR AN AZIMUTH MARK
 QN0557'AT THIS STATION.
 QN0557'
 QN0557'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 QN0557
 QN0557                          STATION RECOVERY (2004)
 QN0557
 QN0557'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0557'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0852 ***********************************************************************
 RM0852  DESIGNATION -  MINONG
 RM0852  PID         -  RM0852
 RM0852  STATE/COUNTY-  WI/WASHBURN
 RM0852  USGS QUAD   -  MINONG (1982)
 RM0852
 RM0852                         *CURRENT SURVEY CONTROL
 RM0852  ___________________________________________________________________
 RM0852* NAD 83(1991)-  46 05 10.73350(N)    091 50 02.88545(W)     ADJUSTED  
 RM0852* NAVD 88     -       378.     (meters)    1240.     (feet)  SCALED    
 RM0852  ___________________________________________________________________
 RM0852  LAPLACE CORR-          -6.74  (seconds)                    DEFLEC99
 RM0852  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 RM0852
 RM0852  HORZ ORDER  -  SECOND
 RM0852
 RM0852.The horizontal coordinates were established by classical geodetic methods
 RM0852.and adjusted by the National Geodetic Survey in March 1999..
 RM0852
 RM0852.The orthometric height was scaled from a topographic map.
 RM0852
 RM0852.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0852
 RM0852.The geoid height was determined by GEOID03.
 RM0852
 RM0852;                    North         East     Units Scale Factor Converg.
 RM0852;SPC WI N     -   103,851.168   458,163.167   MT  0.99994635   -1 19 23.1
 RM0852;SPC WI N     -   340,718.37  1,503,156.99   sFT  0.99994635   -1 19 23.1
 RM0852;UTM  15      - 5,104,298.406   590,134.933   MT  0.99969987   +0 50 23.7
 RM0852
 RM0852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0852!SPC WI N     -   0.99994501  x   0.99994635  =   0.99989136
 RM0852!UTM  15      -   0.99994501  x   0.99969987  =   0.99964490
 RM0852
 RM0852:                Primary Azimuth Mark                     Grid Az
 RM0852:SPC WI N     -  MINONG AZ MK                             023 01 31.5
 RM0852:UTM  15      -  MINONG AZ MK                             020 51 44.7
 RM0852
 RM0852|---------------------------------------------------------------------|
 RM0852| PID    Reference Object                     Distance      Geod. Az  |
 RM0852|                                                           dddmmss.s |
 RM0852| CJ3342 MINONG AZ MK                                       0214208.4 |
 RM0852| CJ3343 MINONG RM 1                          19.339 METERS 03419     |
 RM0852| CJ3344 MINONG RM 2                          14.981 METERS 15338     |
 RM0852|---------------------------------------------------------------------|
 RM0852
 RM0852                          SUPERSEDED SURVEY CONTROL
 RM0852
 RM0852  NAD 83(1991)-  46 05 10.73079(N)    091 50 02.88573(W) AD(       ) 2
 RM0852  NAD 83(1986)-  46 05 10.72570(N)    091 50 02.88298(W) AD(       ) 2
 RM0852  NAD 27      -  46 05 10.92800(N)    091 50 02.22800(W) AD(       ) 2
 RM0852
 RM0852.Superseded values are not recommended for survey control.
 RM0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0852.See file dsdata.txt to determine how the superseded data were derived.
 RM0852
 RM0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM9013504298(NAD 83)
 RM0852_MARKER: DS = TRIANGULATION STATION DISK
 RM0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0852
 RM0852  HISTORY     - Date     Condition        Report By
 RM0852  HISTORY     - 1953     MONUMENTED       CGS
 RM0852  HISTORY     - 1965     GOOD             USGS
 RM0852
 RM0852                          STATION DESCRIPTION
 RM0852
 RM0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 RM0852'STATION IS LOCATED ABOUT 1 MILE SOUTHWEST OF MINONG, AND ABOUT
 RM0852'1/2 MILE WEST OF U.S. HIGHWAY NO. 53.  IT IS 9 FEET SOUTH
 RM0852'OF A TREE WITH A TRIANGLE BLAZE, AND 3 FEET SOUTHEAST OF A
 RM0852'WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 RM0852'STAMPED MINONG 1953.
 RM0852'
 RM0852'REFERENCE MARK NO. 1 IS SET AT THE END OF A CLEARED PATH.
 RM0852'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED MINONG
 RM0852'NO 1 1953.
 RM0852'
 RM0852'REFERENCE MARK NO. 2 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 RM0852'MINONG NO 2 1953.
 RM0852'
 RM0852'AZIMUTH MARK IS 27 FEET EAST OF THE APPROXIMATE CENTERLINE
 RM0852'OF U.S. HIGHWAY NO. 53, AND 2 FEET EAST OF A SIGN POST.
 RM0852'
 RM0852'TO REACH FROM THE JUNCTION OF STATE HIGHWAY NO. 77 AND U.S.
 RM0852'HIGHWAY NO. 53 IN THE VILLAGE OF MINONG, GO SOUTHERLY ON
 RM0852'U.S. HIGHWAY NO. 53 FOR 0.55 MILE TO A FARM DRIVEWAY ON RIGHT.
 RM0852'TURN RIGHT AND FOLLOW DRIVEWAY 0.05 MILE TO A GATE AT THE
 RM0852'NORTH END OF THE BARN.  PASS THRU GATE AND FOLLOW ALONG WEST
 RM0852'SIDE OF LANE FOR 0.2 MILE TO GATE.  PASS THRU GATE AND FOLLOW
 RM0852'TRACK ROAD SOUTHWESTERLY ACROSS FIELD FOR 0.2 MILE TO
 RM0852'GATE.  PASS THRU GATE AND FOLLOW TRACK ROAD FOR 0.2 MILE TO
 RM0852'FENCE CORNER.  TAKE FENCE DOWN AND CONTINUE ON TRACK ROAD
 RM0852'ON TOP OF HILL, BEAR RIGHT AND FOLLOW ROAD WESTERLY ALONG
 RM0852'RIDGE FOR 0.1 MILE TO STATION AS DESCRIBED.
 RM0852'
 RM0852'TO REACH AZIMUTH MARK FROM JUNCTION OF U.S. HIGHWAY NO. 53
 RM0852'AND STATE HIGHWAY NO 77 GO SOUTH ON U.S. HIGHWAY NO. 53
 RM0852'FOR 0.05 MILE TO MARK ON LEFT (EAST) SIDE OF HIGHWAY.
 RM0852'
 RM0852'A 4 WHEEL DRIVE IS NECESSARY TO DRIVE TO STATION.
 RM0852'
 RM0852'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 RM0852
 RM0852                          STATION RECOVERY (1965)
 RM0852
 RM0852'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965 (WRM)
 RM0852'TO REACH FROM JUNCTION OF STATE HWY. NO. 77 AND U.S. HWY.
 RM0852'53 GO SW 1.0 MILES ETT.  PACK WEST UP RIDGE TO HIGHEST
 RM0852'POINT AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0485 ***********************************************************************
 QN0485  DESIGNATION -  MIRE
 QN0485  PID         -  QN0485
 QN0485  STATE/COUNTY-  WI/PRICE
 QN0485  USGS QUAD   -  OGEMA NW (1970)
 QN0485
 QN0485                         *CURRENT SURVEY CONTROL
 QN0485  ___________________________________________________________________
 QN0485* NAD 83(1991)-  45 26 20.68471(N)    090 24 33.11254(W)     ADJUSTED  
 QN0485* NAVD 88     -       461.     (meters)    1512.     (feet)  SCALED    
 QN0485  ___________________________________________________________________
 QN0485  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 QN0485  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 QN0485
 QN0485  HORZ ORDER  -  FIRST
 QN0485
 QN0485.The horizontal coordinates were established by classical geodetic methods
 QN0485.and adjusted by the National Geodetic Survey in November 1991..
 QN0485
 QN0485.The orthometric height was scaled from a topographic map.
 QN0485
 QN0485.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0485
 QN0485.The geoid height was determined by GEOID03.
 QN0485
 QN0485;                    North         East     Units Scale Factor Converg.
 QN0485;SPC WI N     -    30,359.558   567,982.732   MT  1.00002560   -0 17 42.7
 QN0485;SPC WI N     -    99,604.65  1,863,456.68   sFT  1.00002560   -0 17 42.7
 QN0485;SPC WI C     -   178,515.406   567,983.899   MT  0.99998897   -0 17 19.4
 QN0485;SPC WI C     -   585,679.29  1,863,460.51   sFT  0.99998897   -0 17 19.4
 QN0485;UTM  15      - 5,034,993.660   702,628.279   MT  1.00010484   +1 50 47.7
 QN0485
 QN0485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0485!SPC WI N     -   0.99993253  x   1.00002560  =   0.99995813
 QN0485!SPC WI C     -   0.99993253  x   0.99998897  =   0.99992150
 QN0485!UTM  15      -   0.99993253  x   1.00010484  =   1.00003736
 QN0485
 QN0485|---------------------------------------------------------------------|
 QN0485| PID    Reference Object                     Distance      Geod. Az  |
 QN0485|                                                           dddmmss.s |
 QN0485| CJ5755 MIRE RM 1                            26.233 METERS 07144     |
 QN0485| CJ5754 MIRE AZ MK                                         1261912.6 |
 QN0485| CJ5756 MIRE RM 2                            26.172 METERS 16512     |
 QN0485|---------------------------------------------------------------------|
 QN0485
 QN0485                          SUPERSEDED SURVEY CONTROL
 QN0485
 QN0485  NAD 83(1986)-  45 26 20.68120(N)    090 24 33.10699(W) AD(       ) 1
 QN0485  NAD 27      -  45 26 20.79600(N)    090 24 32.56900(W) AD(       ) 1
 QN0485
 QN0485.Superseded values are not recommended for survey control.
 QN0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0485.See file dsdata.txt to determine how the superseded data were derived.
 QN0485
 QN0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL0262834994(NAD 83)
 QN0485_MARKER: DS = TRIANGULATION STATION DISK
 QN0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0485
 QN0485  HISTORY     - Date     Condition        Report By
 QN0485  HISTORY     - 1952     MONUMENTED       CGS
 QN0485  HISTORY     - 1970     GOOD             WIDT
 QN0485
 QN0485                          STATION DESCRIPTION
 QN0485
 QN0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QN0485'THE STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF GATAWBA, 8
 QN0485'MILES NORTHWEST OF WESTBORO, 5-1/2 MILES WEST OF OGEMA AND ON
 QN0485'A FLAT-TOPPED, TIMBERED HILL ON THE PROPERTY OF AUGUST BIRKHOLZ.
 QN0485'
 QN0485'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13
 QN0485'AND STATE HIGHWAY 86 IN THE WEST PART OF OGEMA, GO WEST ON THE
 QN0485'BLACKTOP ROAD, COUNTY ROAD M, FOR 0.5 MILE TO THE END OF THE
 QN0485'PAVEMENT, CONTINUE WEST ON THE GRAVEL ROAD FOR 2.1 MILES TO THE
 QN0485'JUNCTION OF COUNTY ROADS M AND A, CONTINUE WEST ON COUNTY
 QN0485'ROAD M FOR 2.0 MILES TO A T-ROAD, TURN LEFT AND GO SOUTH 0.5
 QN0485'MILE, TURN RIGHT AND GO WEST ON COUNTY ROAD M FOR 0.55 MILE TO
 QN0485'A SCHOOL HOUSE ON THE RIGHT AND THE AZIMUTH MARK 5 FEET
 QN0485'NORTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL GROUNDS.
 QN0485'CONTINUE WEST ON THE GRAVEL ROAD FOR 0.3 MILE TO THE PRIVATE
 QN0485'DRIVEWAY INTO THE AUGUST BIRKHOLZ FARM, TURN RIGHT ON THE
 QN0485'PRIVATE DRIVEWAY, GO 0.1 MILE NORTH TO THE GATE AT THE
 QN0485'NORTHEAST CORNER OF THE BARN, PASS THROUGH THE GATE AND
 QN0485'FOLLOW THE LANE NORTH FOR 0.05 MILE TO THE END OF THE LANE,
 QN0485'TURN RIGHT AND GO EAST ALONG THE NORTH SIDE OF THE FENCE FOR
 QN0485'ABOUT 50 YARDS TO THE EAST EDGE OF THE TIMBER, TURN LEFT AND
 QN0485'GO NORTH ALONG THE EAST EDGE OF THE TIMBER FOR 0.1 MILE TO
 QN0485'AN EAST-WEST FENCELINE AND THE STATION AS DESCRIBED.
 QN0485'
 QN0485'THE STATION MARK, STAMPED MIRE 1952, IS A STANDARD DISK
 QN0485'SET IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS
 QN0485'20 FEET SOUTH OF THE FENCELINE AND 3 FEET NORTHWEST OF A WITNESS
 QN0485'POST.  THE HIGHEST PART OF THE HILL ON THE SOUTH SIDE OF THE
 QN0485'FENCE IS ABOUT 50 FEET WEST OF THE STATION.
 QN0485'
 QN0485'REFERENCE MARK NO. 1, STAMPED MIRE NO. 1 1952, IS A STANDARD DISK
 QN0485'SET IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 2
 QN0485'FEET SOUTH ON THE FENCELINE AND 1 FOOT LOWER THAN THE STATION.
 QN0485'
 QN0485'REFERENCE MARK NO. 2, STAMPED MIRE NO. 2 1952, IS A STANDARD
 QN0485'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.
 QN0485'IT IS 15 FEET EAST OF THE TIMBER LINE AND AT ABOUT THE SAME
 QN0485'ELEVATION AS THE STATION.
 QN0485'
 QN0485'THE AZIMUTH MARK, STAMPED MIRE 1952, IS A STANDARD DISK SET
 QN0485'IN A SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS 24
 QN0485'FEET NORTH OF THE CENTER OF THE GRAVEL ROAD, 5 FEET NORTHWEST
 QN0485'OF A FENCE CORNER AND 4 FEET NORTHWEST OF A POWER POLE.
 QN0485'
 QN0485'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
 QN0485
 QN0485                          STATION RECOVERY (1970)
 QN0485
 QN0485'RECOVERY NOTE BY WI DEPT OF TRANSP 1970 (ELH)
 QN0485'DESCRIPTION ADEQUATE.  STATION AND REFERENCE MARK FOUND AS
 QN0485'DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1204 ***********************************************************************
 OM1204  DESIGNATION -  MIRROR
 OM1204  PID         -  OM1204
 OM1204  STATE/COUNTY-  WI/SAUK
 OM1204  USGS QUAD   -  WISCONSIN DELLS SOUTH (1975)
 OM1204
 OM1204                         *CURRENT SURVEY CONTROL
 OM1204  ___________________________________________________________________
 OM1204* NAD 83(1991)-  43 34 39.01055(N)    089 47 41.25183(W)     ADJUSTED  
 OM1204* NAVD 88     -       297.     (meters)     974.     (feet)  SCALED    
 OM1204  ___________________________________________________________________
 OM1204  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 OM1204  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 OM1204
 OM1204  HORZ ORDER  -  THIRD
 OM1204
 OM1204.The horizontal coordinates were established by classical geodetic methods
 OM1204.and adjusted by the National Geodetic Survey in November 1991..
 OM1204
 OM1204.The orthometric height was scaled from a topographic map.
 OM1204
 OM1204.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1204
 OM1204.The geoid height was determined by GEOID03.
 OM1204
 OM1204;                    North         East     Units Scale Factor Converg.
 OM1204;SPC WI S     -   175,266.612   616,574.227   MT  0.99993727   +0 08 27.6
 OM1204;SPC WI S     -   575,020.54  2,022,877.28   sFT  0.99993727   +0 08 27.6
 OM1204;UTM  16      - 4,828,744.155   274,341.543   MT  1.00022640   -1 55 38.5
 OM1204
 OM1204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1204!SPC WI S     -   0.99995897  x   0.99993727  =   0.99989625
 OM1204!UTM  16      -   0.99995897  x   1.00022640  =   1.00018536
 OM1204
 OM1204:                Primary Azimuth Mark                     Grid Az
 OM1204:SPC WI S     -  THE DELLS LOOKOUT TOWER                  006 15 39.2
 OM1204:UTM  16      -  THE DELLS LOOKOUT TOWER                  008 19 45.3
 OM1204
 OM1204|---------------------------------------------------------------------|
 OM1204| PID    Reference Object                     Distance      Geod. Az  |
 OM1204|                                                           dddmmss.s |
 OM1204| OM1200 THE DELLS LOOKOUT TOWER             APPROX.10.8 KM 0062406.8 |
 OM1204| OM1197 WISCONSIN DELLS S MUNICIPAL TK      APPROX. 6.0 KM 0272203.8 |
 OM1204| CI9363 MIRROR RM 1                          11.634 METERS 11606     |
 OM1204| OM1134 ATT MICRO TWR 4 MI N MERRIMAC       APPROX.20.2 KM 1435800.4 |
 OM1204| CI9362 MIRROR AZ MK                                       3462528.0 |
 OM1204| CI9364 MIRROR RM 2                           9.546 METERS 34718     |
 OM1204|---------------------------------------------------------------------|
 OM1204
 OM1204                          SUPERSEDED SURVEY CONTROL
 OM1204
 OM1204  NAD 83(1986)-  43 34 39.00361(N)    089 47 41.25961(W) AD(       ) 3
 OM1204  NAD 27      -  43 34 39.07710(N)    089 47 40.80620(W) AD(       ) 3
 OM1204
 OM1204.Superseded values are not recommended for survey control.
 OM1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1204.See file dsdata.txt to determine how the superseded data were derived.
 OM1204
 OM1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7434228744(NAD 83)
 OM1204_MARKER: DS = TRIANGULATION STATION DISK
 OM1204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1204_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM1204+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2005
 OM1204
 OM1204  HISTORY     - Date     Condition        Report By
 OM1204  HISTORY     - 1958     MONUMENTED       CGS
 OM1204  HISTORY     - 1960     GOOD             CGS
 OM1204  HISTORY     - 20051020 GOOD             GEOCAC
 OM1204
 OM1204                          STATION DESCRIPTION
 OM1204
 OM1204'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1204'THE STATION IS ABOUT 5 MILES SOUTHWEST OF WISCONSIN DELLS,
 OM1204'AND 1.5 MILES SOUTH OF LAKE DELTON ON A PROMINENT HILL IN A
 OM1204'PASTURE IN THE SOUTHWEST QUARTER OF SECTION 28, T-13-N, R-6-E
 OM1204'ON THE PROPERTY OF MR. DAVID GASSER.  IT IS 46 FEET NORTHWEST
 OM1204'OF AN IRON CROSS, 62 FEET EAST OF A POWER POLE, AND 5 FEET
 OM1204'NORTH OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE
 OM1204'DISK IS STAMPED MIRROR 1958.
 OM1204'
 OM1204'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 OM1204'12 AND 13 AND STATE HIGHWAY 23 IN LAKE DELTON, GO WEST AND
 OM1204'SOUTH ON HIGHWAY 23 FOR 0.4 MILE TO POINT WHERE HIGHWAY 23
 OM1204'GOES WEST AND A PAVED ROAD GOES SOUTH.  GO SOUTH ON THE
 OM1204'PAVED ROAD FOR 0.25 MILE TO A GRAVELED SIDE ROAD LEFT.*
 OM1204'CONTINUE SOUTH ON THE PAVED ROAD FOR 0.15 MILE TO A DRIVEWAY
 OM1204'ON THE LEFT.  CONTINUE SOUTH ON THE PAVED ROAD FOR ABOUT
 OM1204'100 FEET TO AN ENTRANCE TO PASTURE AND GATE ON THE LEFT.
 OM1204'PASS THROUGH GATE AND THEN GO SOUTH ALONG THE FENCE FOR 0.1
 OM1204'MILE, THEN LEFT AND GO SOUTHEAST UP THE HILL FOR 0.25 MILE
 OM1204'TO THE IRON CROSS AND THE STATION.
 OM1204'
 OM1204'*TO REACH THE AZIMUTH MARK FROM THE GRAVELED SIDE ROAD LEFT,
 OM1204'GO EAST ON THE GRAVELED ROAD FOR 0.05 MILE TO THE MARK
 OM1204'ON THE LEFT.
 OM1204'
 OM1204'REFERENCE MARK 1 IS 8 FEET WEST OF THE IRON CROSS, AND 37
 OM1204'FEET EAST OF THE WHITE WITNESS POST.  THE MONUMENT IS FLUSH
 OM1204'AND THE DISK IS STAMPED MIRROR NO 1 1958.
 OM1204'
 OM1204'REFERENCE MARK 2 IS 66 FEET NORTHEAST OF A POWER POLE, AND
 OM1204'36 FEET NORTHWEST OF THE WHITE WITNESS POST.  THE MONUMENT
 OM1204'PROJECTS 1 INCH AND THE DISK IS STAMPED MIRROR NO 2 1958.
 OM1204'
 OM1204'THE AZIMUTH MARK IS 17 FEET NORTH OF THE CENTERLINE OF A
 OM1204'GRAVELED ROAD, 13 FEET WEST OF A 12 INCH WALNUT TREE, AND
 OM1204'2 FEET EAST OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH
 OM1204'AND THE DISK IS STAMPED MIRROR 1958.
 OM1204'
 OM1204'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OM1204
 OM1204                          STATION RECOVERY (1960)
 OM1204
 OM1204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (DCM)
 OM1204'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OM1204
 OM1204                          STATION RECOVERY (2005)
 OM1204
 OM1204'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 OM1204'IRON CROSS HAS BEEN LOWERED BUT REMAINS AT THE LOCATION SPECIFIED.
 OM1204'THERE IS A NEW CROSS ON A CELL TOWER TO THE NORTHEAST. HILL IS NOW
 OM1204'GROWN OVER WITH PINE TREES AND HEIGHT OF LIGHT WOULD BE APPROXIMATELY
 OM1204'40 FEET.
 OM1204'AZIMUTH MARK SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0438 ***********************************************************************
 PM0438  DESIGNATION -  MISHICOT
 PM0438  PID         -  PM0438
 PM0438  STATE/COUNTY-  WI/MANITOWOC
 PM0438  USGS QUAD   -  TWO CREEKS (1978)
 PM0438
 PM0438                         *CURRENT SURVEY CONTROL
 PM0438  ___________________________________________________________________
 PM0438* NAD 83(1991)-  44 15 55.07692(N)    087 35 01.15389(W)     ADJUSTED  
 PM0438* NAVD 88     -       215.     (meters)     705.     (feet)  SCALED    
 PM0438  ___________________________________________________________________
 PM0438  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 PM0438  GEOID HEIGHT-         -36.18  (meters)                     GEOID03
 PM0438
 PM0438  HORZ ORDER  -  SECOND
 PM0438
 PM0438.The horizontal coordinates were established by classical geodetic methods
 PM0438.and adjusted by the National Geodetic Survey in November 1991..
 PM0438
 PM0438.The orthometric height was scaled from a topographic map.
 PM0438
 PM0438.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0438
 PM0438.The geoid height was determined by GEOID03.
 PM0438
 PM0438;                    North         East     Units Scale Factor Converg.
 PM0438;SPC WI S     -   254,461.578   792,922.205   MT  1.00004641   +1 39 37.0
 PM0438;SPC WI S     -   834,846.03  2,601,445.60   sFT  1.00004641   +1 39 37.0
 PM0438;SPC WI C     -    50,869.714   792,911.229   MT  0.99999714   +1 42 17.7
 PM0438;SPC WI C     -   166,895.05  2,601,409.59   sFT  0.99999714   +1 42 17.7
 PM0438;UTM  16      - 4,901,505.334   453,415.063   MT  0.99962669   -0 24 26.6
 PM0438
 PM0438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0438!SPC WI S     -   0.99997196  x   1.00004641  =   1.00001837
 PM0438!SPC WI C     -   0.99997196  x   0.99999714  =   0.99996910
 PM0438!UTM  16      -   0.99997196  x   0.99962669  =   0.99959866
 PM0438
 PM0438|---------------------------------------------------------------------|
 PM0438| PID    Reference Object                     Distance      Geod. Az  |
 PM0438|                                                           dddmmss.s |
 PM0438| CJ5758 MISHICOT RM 1                        27.285 METERS 03421     |
 PM0438| CJ5757 MISHICOT AZ MK                                     0602136.0 |
 PM0438| PM0449 TWO RIVERS E MUNICIPAL TANK         APPROX.12.4 KM 1694616.4 |
 PM0438| PM0451 TWO RIVERS RADIO STA WTRW MAST      APPROX.10.4 KM 1694959.6 |
 PM0438| PM0448 TWO RIVERS HAMILTON MFG CO STK      APPROX.13.0 KM 1735056.2 |
 PM0438| PM0450 TWO RIVERS W MUNICIPAL TANK         APPROX.13.4 KM 1801429.2 |
 PM0438| PM0472 MISHICOT W CONDENS CO PWR STK       APPROX. 5.7 KM 2365857.0 |
 PM0438| CJ5759 MISHICOT RM 2                        23.177 METERS 28831     |
 PM0438|---------------------------------------------------------------------|
 PM0438
 PM0438                          SUPERSEDED SURVEY CONTROL
 PM0438
 PM0438  NAD 83(1986)-  44 15 55.06516(N)    087 35 01.14122(W) AD(       ) 2
 PM0438  NAD 27      -  44 15 55.08100(N)    087 35 00.84800(W) AD(       ) 2
 PM0438
 PM0438.Superseded values are not recommended for survey control.
 PM0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0438.See file dsdata.txt to determine how the superseded data were derived.
 PM0438
 PM0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5341501505(NAD 83)
 PM0438_MARKER: DS = TRIANGULATION STATION DISK
 PM0438_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 PM0438
 PM0438  HISTORY     - Date     Condition        Report By
 PM0438  HISTORY     - 1953     MONUMENTED       CGS
 PM0438  HISTORY     - 20030619 MARK NOT FOUND   USPSQD
 PM0438
 PM0438                          STATION DESCRIPTION
 PM0438
 PM0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0438'STATION IS LOCATED ABOUT 7-1/2 MILES NORTH OF TWO RIVERS AND 3-1/2
 PM0438'MILES NORTHEAST OF MISHICOT ON PROPERTY OWNED BY EWARD RUETHER.  IT
 PM0438'IS 194 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FRAME HOUSE, 39
 PM0438'FEET SOUTH OF THE CENTER OF A DRIVEWAY, 33 FEET WEST OF THE CENTER
 PM0438'OF A GRAVEL ROAD, 15 FEET SOUTHEAST OF A 12 INCH APPLE TREE AND 11
 PM0438'FEET WEST OF A WHITE WITNESS POST AND A FENCE LINE.  THE MARK IS 16
 PM0438'INCHES UNDERGROUND AND THE DISK IS STAMPED MISHICOT 1953.
 PM0438'
 PM0438'REFERENCE MARK NO. 1 IS 39 FEET SOUTH OF A POWER LINE POLE, 18 FEET
 PM0438'EAST OF THE CENTER OF A GRAVEL ROAD AND IS IN A FENCE LINE.  THE
 PM0438'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED MISHICOT NO 1 1953.
 PM0438'
 PM0438'REFERENCE MARK NO. 2 IS 13 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD,
 PM0438'13 FEET EAST OF A 30 INCH ELM TREE AND 1 FOOT SOUTH OF A FENCE LINE.
 PM0438'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED MISHICOT NO 2
 PM0438'1953.
 PM0438'
 PM0438'AZIMUTH MARK IS 34 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 3 FEET
 PM0438'NORTHWEST OF A WHITE WITNESS POST AND 1 FOOT WEST OF A POWER LINE
 PM0438'POLE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED MISHICOT
 PM0438'1953.
 PM0438'
 PM0438'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 147 AND 42
 PM0438'IN TWO RIVERS, GO EAST AND NORTH ON HIGHWAY 42 FOR 8.3 MILES TO A
 PM0438'GRAVEL CROSSROAD, TURN LEFT AND GO WEST ON GRAVEL ROAD FOR 0.5 MILE
 PM0438'TO THE AZIMUTH MARK ON THE SOUTH SIDE OF ROAD AS DESCRIBED.
 PM0438'CONTINUE WEST ON GRAVEL ROAD FOR 0.5 MILE TO A GRAVEL CROSSROAD,
 PM0438'TURN LEFT AND GO SOUTH FOR 0.25 MILE TO A FRAME HOUSE ON THE
 PM0438'RIGHT AND THE STATION ON THE RIGHT AS DESCRIBED.
 PM0438'
 PM0438'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 PM0438
 PM0438                          STATION RECOVERY (2003)
 PM0438
 PM0438'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0438'THE STATION, RM 1, RM 2, AND AZIMUTH MARK NOT FOUND.  NOTE-- TO REACH
 PM0438'THE STATION FROM HIGHWAY 42 NORTH OF TWO RIVERS, TURN WEST ON NUCLEAR
 PM0438'ROAD AND GO 1 MILE TO TANNERY ROAD.  TURN SOUTH ON TANNERY ROAD FOR
 PM0438'0.25 MILE TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0472 ***********************************************************************
 PM0472  DESIGNATION -  MISHICOT W CONDENS CO PWR STK
 PM0472  PID         -  PM0472
 PM0472  STATE/COUNTY-  WI/MANITOWOC
 PM0472  USGS QUAD   -  MISHICOT (1978)
 PM0472
 PM0472                         *CURRENT SURVEY CONTROL
 PM0472  ___________________________________________________________________
 PM0472* NAD 83(1991)-  44 14 14.17704(N)    087 38 37.00297(W)     ADJUSTED  
 PM0472* NAVD 88     -                                                        
 PM0472  ___________________________________________________________________
 PM0472  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 PM0472  GEOID HEIGHT-         -36.16  (meters)                     GEOID03
 PM0472
 PM0472  HORZ ORDER  -  THIRD
 PM0472
 PM0472.The horizontal coordinates were established by classical geodetic methods
 PM0472.and adjusted by the National Geodetic Survey in November 1991..
 PM0472
 PM0472
 PM0472.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0472
 PM0472.The geoid height was determined by GEOID03.
 PM0472
 PM0472;                    North         East     Units Scale Factor Converg.
 PM0472;SPC WI S     -   251,211.329   788,224.413   MT  1.00003913   +1 37 08.7
 PM0472;SPC WI S     -   824,182.50  2,586,032.93   sFT  1.00003913   +1 37 08.7
 PM0472;SPC WI C     -    47,615.991   788,216.141   MT  1.00000243   +1 39 45.4
 PM0472;SPC WI C     -   156,220.13  2,586,005.79   sFT  1.00000243   +1 39 45.4
 PM0472;UTM  16      - 4,898,427.987   448,605.039   MT  0.99963248   -0 26 56.4
 PM0472
 PM0472                          SUPERSEDED SURVEY CONTROL
 PM0472
 PM0472  NAD 83(1986)-  44 14 14.16364(N)    087 38 36.99541(W) AD(       ) 4
 PM0472  NAD 27      -  44 14 14.18000(N)    087 38 36.70000(W) AD(       ) 3
 PM0472
 PM0472.Superseded values are not recommended for survey control.
 PM0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0472.See file dsdata.txt to determine how the superseded data were derived.
 PM0472
 PM0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4860598428(NAD 83)
 PM0472_MARKER: 63 = STACK
 PM0472
 PM0472  HISTORY     - Date     Condition        Report By
 PM0472  HISTORY     - 1953     FIRST OBSERVED   CGS
 PM0472  HISTORY     - 20021027 MARK NOT FOUND   USPSQD
 PM0472  HISTORY     - 20040308 MARK NOT FOUND   USPSQD
 PM0472
 PM0472                          STATION DESCRIPTION
 PM0472
 PM0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0472'STATION IS THE CENTER OF THE TOP OF THE STACK, LOCATED IN THE
 PM0472'SOUTHWEST SECTION OF MISHICOT.  IT IS A ROUND STACK CONSTRUCTED OF
 PM0472'RED BRICK AND IS ABOUT 135 FEET HIGH.
 PM0472
 PM0472                          STATION RECOVERY (2002)
 PM0472
 PM0472'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0472'LONG TIME RESIDENT STATES THAT THE STACK WAS DESTROYED ABOUT 10 YEARS
 PM0472'AGO. THE REMAINING BUILDINGS ON THE PROPERTY ARE IN VERY POOR
 PM0472'CONDITION.
 PM0472
 PM0472                          STATION RECOVERY (2004)
 PM0472
 PM0472'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PM0472'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0353 ***********************************************************************
 NG0353  PACS        -  This is a Primary Airport Control Station.
 NG0353  DESIGNATION -  MITCHELL
 NG0353  PID         -  NG0353
 NG0353  STATE/COUNTY-  WI/MILWAUKEE
 NG0353  USGS QUAD   -  GREENDALE (1976)
 NG0353
 NG0353                         *CURRENT SURVEY CONTROL
 NG0353  ___________________________________________________________________
 NG0353* NAD 83(1997)-  42 57 31.15476(N)    087 54 03.87620(W)     ADJUSTED  
 NG0353* NAVD 88     -       205.392  (meters)     673.86   (feet)  ADJUSTED  
 NG0353  ___________________________________________________________________
 NG0353  X           -     171,229.211 (meters)                     COMP
 NG0353  Y           -  -4,672,072.679 (meters)                     COMP
 NG0353  Z           -   4,324,257.482 (meters)                     COMP
 NG0353  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 NG0353  ELLIP HEIGHT-         170.39  (meters)          (04/28/99) GPS OBS
 NG0353  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 NG0353  DYNAMIC HT  -         205.335 (meters)     673.67  (feet)  COMP
 NG0353  MODELED GRAV-     980,342.8   (mgal)                       NAVD 88
 NG0353
 NG0353  HORZ ORDER  -  A
 NG0353  VERT ORDER  -  FIRST     CLASS 0
 NG0353  ELLP ORDER  -  THIRD     CLASS I
 NG0353
 NG0353.This mark is at General Mitchell Intl Airport (MKE)
 NG0353
 NG0353.The horizontal coordinates were established by GPS observations
 NG0353.and adjusted by the National Geodetic Survey in April 1999..
 NG0353
 NG0353.The orthometric height was determined by differential leveling
 NG0353.and adjusted by the National Geodetic Survey in June 1991..
 NG0353
 NG0353.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NG0353
 NG0353.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0353
 NG0353.The ellipsoidal height was determined by GPS observations
 NG0353.and is referenced to NAD 83.
 NG0353
 NG0353.The geoid height was determined by GEOID03.
 NG0353
 NG0353.The dynamic height is computed by dividing the NAVD 88
 NG0353.geopotential number by the normal gravity value computed on the
 NG0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0353.degrees latitude (g = 980.6199 gals.).
 NG0353
 NG0353.The modeled gravity was interpolated from observed gravity values.
 NG0353
 NG0353;                    North         East     Units Scale Factor Converg.
 NG0353;SPC WI S     -   108,652.707   771,238.390   MT  0.99996220   +1 26 31.8
 NG0353;SPC WI S     -   356,471.42  2,530,304.62   sFT  0.99996220   +1 26 31.8
 NG0353;UTM  16      - 4,756,617.271   426,505.274   MT  0.99966645   -0 36 50.7
 NG0353
 NG0353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0353!SPC WI S     -   0.99997328  x   0.99996220  =   0.99993548
 NG0353!UTM  16      -   0.99997328  x   0.99966645  =   0.99963974
 NG0353
 NG0353|---------------------------------------------------------------------|
 NG0353| PID    Reference Object                     Distance      Geod. Az  |
 NG0353|                                                           dddmmss.s |
 NG0353| NG0354 MITCHELL RM 1                        12.727 METERS 08811     |
 NG0353| NG0700 LAKE MITCHELL FIELD APT BEACON      286.212 METERS 08839     |
 NG0353| NG0698 LAKE ST STEPHENS CATHOLIC CH        APPROX. 2.4 KM 1933517.9 |
 NG0353| NG0688 LAKE ST JOHNS EVAN LUTHERAN CH      APPROX. 1.9 KM 2021546.7 |
 NG0353| NG0355 MITCHELL AZ MK                                     2630206.4 |
 NG0353| NG0351 V 134                                              2633951.1 |
 NG0353| NG0352 MITCHELL RM 2                        12.492 METERS 27212     |
 NG0353|---------------------------------------------------------------------|
 NG0353
 NG0353                          SUPERSEDED SURVEY CONTROL
 NG0353
 NG0353  NAD 83(1991)-  42 57 31.15755(N)    087 54 03.87575(W) AD(       ) 3
 NG0353  NAD 83(1986)-  42 57 31.14538(N)    087 54 03.88910(W) AD(       ) 3
 NG0353  NAD 27      -  42 57 31.08700(N)    087 54 03.58900(W) AD(       ) 3
 NG0353  NAVD 88 (04/28/99)  205.39   (m)          673.9    (f) LEVELING    3  
 NG0353  NGVD 29 (??/??/92)  205.476  (m)          674.13   (f) ADJ UNCH    1 0
 NG0353
 NG0353.Superseded values are not recommended for survey control.
 NG0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0353.See file dsdata.txt to determine how the superseded data were derived.
 NG0353
 NG0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2650556617(NAD 83)
 NG0353_MARKER: DS = TRIANGULATION STATION DISK
 NG0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NG0353_STAMPING: MITCHELL 1953
 NG0353_MARK LOGO: CGS   
 NG0353_PROJECTION: FLUSH
 NG0353_MAGNETIC: N = NO MAGNETIC MATERIAL
 NG0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0353+STABILITY: SURFACE MOTION
 NG0353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0353+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2000
 NG0353
 NG0353  HISTORY     - Date     Condition        Report By
 NG0353  HISTORY     - 1953     MONUMENTED       CGS
 NG0353  HISTORY     - 1960     GOOD             CGS
 NG0353  HISTORY     - 1971     GOOD             NGS
 NG0353  HISTORY     - 1972     GOOD             NGS
 NG0353  HISTORY     - 1972     GOOD             NGS
 NG0353  HISTORY     - 1973     GOOD             NGS
 NG0353  HISTORY     - 1976     GOOD             NGS
 NG0353  HISTORY     - 1980     GOOD             NGS
 NG0353  HISTORY     - 1983     GOOD             NGS
 NG0353  HISTORY     - 1983     GOOD             USGS
 NG0353  HISTORY     - 1991     GOOD             USPSQD
 NG0353  HISTORY     - 19971122 GOOD             NGS
 NG0353  HISTORY     - 20000720 GOOD             NGS
 NG0353
 NG0353                          STATION DESCRIPTION
 NG0353
 NG0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 NG0353'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF THE CENTER OF MILWAUKEE,
 NG0353'AND ABOUT 2 MILES WEST
 NG0353'OF CUDAHY.  IT IS AT THE NORTH SIDE OF THE LAKE, MITCHELL FIELD
 NG0353'AIRPORT.  IT IS 296 FEET WEST OF THE
 NG0353'NORTHWEST CORNER OF THE FLYING TIGER LINE
 NG0353'AIRFREIGHT TERMINAL, 6 FEET SOUTHWEST OF A WHITE
 NG0353'WITNESS POST AND 3 FEET SOUTH OF THE
 NG0353'AIRPORT FENCE LINE.  THE MARK IS FLUSH AND THE DISK STAMPED
 NG0353'MITCHELL 1953.
 NG0353'
 NG0353'REFERENCE MARK NO. 1 IS 35 FEET EAST OF A WHITE WITNESS POST AND 1
 NG0353'FOOT SOUTH OF THE AIRPORT
 NG0353'FENCE LINE.  THE MARK IS FLUSH AND THE DISK STAMPED MITCHELL NO 1
 NG0353'1953.
 NG0353'
 NG0353'REFERENCE MARK NO. 2 IS 76 FEET WEST OF A WHITE WITNESS POST AND 1
 NG0353'FOOT SOUTH OF THE AIRPORT
 NG0353'FENCE LINE.  THE MARK IS FLUSH AND THE DISK STAMPED MITCHELL NO 2
 NG0353'1953.
 NG0353'
 NG0353'AZIMUTH MARK IS CEMENTED IN A DRILL HOLE AT THE EAST END OF A BRIDGE
 NG0353'ON STATE HIGHWAY 38.  IT
 NG0353'IS 33 FEET EAST OF THE CENTER OF THE NORTH BOUND LANE OF STATE
 NG0353'HIGHWAY 38 AND 6 FEET WEST OF THE
 NG0353'AIRPORT FENCE LINE.  THE DISK IS FLUSH AND STAMPED
 NG0353'MITCHELL 1953.
 NG0353'
 NG0353'TO REACH THE AZIMUTH FROM THE STATION GO WEST ON COUNTY HIGHWAY Y
 NG0353'(LAYTON AVE) FOR 0.5 MILE
 NG0353'TO STATE HIGHWAY 38, TURN LEFT AND GO SOUTH FOR 0.1 MILE TO AZIMUTH
 NG0353'MARK ON THE LEFT AS DESCRIBED.
 NG0353'
 NG0353'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 NG0353
 NG0353                          STATION RECOVERY (1960)
 NG0353
 NG0353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CWM)
 NG0353'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 NG0353'WERE RECOVERED AND
 NG0353'FOUND TO BE IN GOOD CONDITION.  THE DISTANCES AND
 NG0353'DIRECTIONS TO THE MARKS WAS VERIFIED.
 NG0353'A NEW DESCRIPTION FOLLOWS.
 NG0353'
 NG0353'LOCATED ABOUT 5 MILES SOUTH OF MILWAUKEE, 2 MILES WEST OF CUDAHY,
 NG0353'AND ON THE NORTH
 NG0353'SIDE OF GENERAL MITCHELL FIELD AIRPORT.  IT IS 295
 NG0353'FEET WEST OF THE NORTHWEST CORNER
 NG0353'OF THE CIVIL AIR PATROL BUILDING, 175
 NG0353'FEET SOUTH OF THE APPROXIMATE CENTER OF LAYTON
 NG0353'AVENUE, 12 FEET EAST AND
 NG0353'3 FEET SOUTH OF THE FENCE CORNER AT THE SOUTHWEST CORNER OF A
 NG0353'PARKING LOT, AND 6
 NG0353'FEET SOUTHWEST OF A WHITE WITNESS POST.
 NG0353'
 NG0353'THE STATION MARK, A STANDARD DISK STAMPED MITCHELL 1957, IS SET IN
 NG0353'THE TOP OF A
 NG0353'SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 NG0353'
 NG0353'REFERENCE MARK 1, A STANDARD DISK STAMPED MITCHELL NO 1 1957, IS
 NG0353'SET IN THE TOP OF
 NG0353'A SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 NG0353'GROUND.  IT IS 35 FEET EAST OF A
 NG0353'WHITE WITNESS POST, AND 1 FOOT SOUTH
 NG0353'OF AN EAST-WEST FENCE LINE.
 NG0353'
 NG0353'REFERENCE MARK 2, A STANDARD DISK STAMPED MITCHELL NO 2 1957, IS
 NG0353'SET IN THE TOP OF
 NG0353'A SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 NG0353'GROUND.
 NG0353'
 NG0353'THE AZIMUTH MARK, A STANDARD DISK STAMPED MITCHELL 1957, IS SET
 NG0353'IN A DRILL HOLE IN
 NG0353'THE TOP OF THE EAST EDGE OF A CONCRETE BRIDGE ON
 NG0353'SOUTH HOWELL AVENUE AND 32 FEET EAST
 NG0353'OF THE CENTER OF THE NORTH BOUND
 NG0353'TRAFFIC LANES.  IT IS 0.1 MILE SOUTH OF THE
 NG0353'INTERSECTION OF LAYTON AND
 NG0353'SOUTH HOWELL AVENUES.
 NG0353
 NG0353                          STATION RECOVERY (1971)
 NG0353
 NG0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DLV)
 NG0353'THE STATION MARK, R.M. NO. 1 AND 2 WERE RECOVERED IN GOOD CONDITION
 NG0353'AS DESCRIBED.  THE AZIMUTH MARK
 NG0353'WAS SEARCHED FOR, BUT IT APPEARS THAT THE BRIDGE WHERE IT WAS
 NG0353'LOCATED HAS BEEN REPLACED.
 NG0353'
 NG0353'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT GENERAL MITCHELL
 NG0353'FIELD, MILWAUKEE, WISC.
 NG0353
 NG0353                          STATION RECOVERY (1972)
 NG0353
 NG0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RRG)
 NG0353'THE STATION, RM 1 AND RM 2 WERE ALL RECOVERED AND IN GOOD CONDITION.
 NG0353'THE AZIMUTH MARK
 NG0353'WAS SEARCHED FOR BUT NOT RECOVERED.  THE HEADWALL
 NG0353'WHERE THE AZIMUTH MARK WAS SET HAS
 NG0353'BEEN CHANGED THEREFORE THE MARK
 NG0353'SHOULD BE CONSIDERED LOST.
 NG0353'
 NG0353'BENCH MARK V 134 1972 WAS ESTABLISHED IN THE PRESENT BRIDGE OR BOX
 NG0353'CULVERT WHERE THE
 NG0353'AZIMUTH MARK WAS LOCATED.  IT COULD BE USED FOR AN
 NG0353'AZIMUTH MARK AS IT IS VG FROM THE
 NG0353'STATION.
 NG0353'
 NG0353'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - AT MILWAUKEE.
 NG0353
 NG0353                          STATION RECOVERY (1972)
 NG0353
 NG0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 NG0353'1.9 MI W FROM CUDAHY.
 NG0353'ABOUT 1.9 MILES WEST ALONG LAYTON AVENUE FROM THE CHICAGO AND
 NG0353'NORTH WESTERN RAILWAY STATION AT CUDAHY, 0.4 MILE EAST OF THE
 NG0353'INTERSECTION OF LAYTON AND SOUTH HOWELL AVENUE, ON GROUNDS AND
 NG0353'ALONG THE NORTH SIDE OF THE GENERAL MITCHELL FIELD AIRPORT,
 NG0353'188 1/2 FEET SOUTH OF THE CENTER LINE OF LAYTON AVENUE, 40 FEET
 NG0353'NORTH OF THE CENTER LINE OF A SERVICE ROAD, 12 FEET EAST OF A
 NG0353'PIPE CORNER FENCE POST IN A CHAIN LINK FENCE, 3 FEET SOUTH OF A CHAIN
 NG0353'LINK FENCE, 0.45 MILE WEST OF THE NORTH END OF A RUNWAY, 0.15
 NG0353'MILE WEST OF THE MITCHELL AERO INC. HANGAR AND OFFICE BUILDING,
 NG0353'2.2 FEET SOUTH OF A METAL WITNESS POST, SET IN THE TOP OF A
 NG0353'CONCRETE POST FLUSH WITH THE LEVEL OF THE GROUND.  SEC 28, T6N,
 NG0353'R22E
 NG0353
 NG0353                          STATION RECOVERY (1973)
 NG0353
 NG0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 NG0353'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 NG0353'THE AZIMUTH MARK
 NG0353'WAS NOT FOUND AND ASSUMED TO HAVE BEEN DESTROYED BY
 NG0353'ROAD CONSTRUCTION.  BENCH MARK V
 NG0353'134 WAS TIED IN AT THIS TIME AS A NEW
 NG0353'AZIMUTH MARK.  THE DISTANCE AND DIRECTION TO
 NG0353'REFERENCE MARK 2 CHECKED.
 NG0353'THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE IN ERROR BY
 NG0353'0.05 OF A FOOT AND
 NG0353'IN DIRECTION BY 2 MINUTES AND 16 SECONDS.  A NEW DESCRIPTION
 NG0353'FOLLOWS-
 NG0353'
 NG0353'THE STATION IS LOCATED AT THE NORTH EDGE OF THE GENERAL MITCHELL
 NG0353'AIRPORT, 0.5 MILE
 NG0353'EAST OF THE INTERSECTION OF LAYTON AND HOWELL AVENUES,
 NG0353'AT THE SOUTHWEST CORNER OF A
 NG0353'GRAVELED PARKING AREA, 3 FEET SOUTH OF A
 NG0353'CHAIN LINK FENCE AND A METAL WITNESS POST, 40
 NG0353'FEET NORTH OF THE CENTERLINE
 NG0353'OF A SERVICE ROAD, 14 FEET EAST OF FENCE CORNER, 379 FEET WEST
 NG0353'OF THE CENTER
 NG0353'OF SERVICE GATE NO. 6, 39 FEET SOUTHEAST OF A METAL STORM DRAIN
 NG0353'AND 175 FEET SOUTH OF THE
 NG0353'CENTERLINE OF LAYTON AVENUE.  THE MONUMENT IS
 NG0353'FLUSH AND THE DISK IS STAMPED MITCHELL 1953.
 NG0353'
 NG0353'REFERENCE MARK 1 IS 56 FEET EAST OF THE FENCE CORNER, 1 FOOT
 NG0353'SOUTH OF THE
 NG0353'FENCE, 52 FEET NORTH OF THE CENTERLINE OF SERVICE ROAD,
 NG0353'AND 175 FEET SOUTH OF THE
 NG0353'CENTERLINE OF LAYTON AVE.  THE MONUMENT IS
 NG0353'FLUSH AND THE DISK IS STAMPED MITCHELL NO 1
 NG0353'1953.
 NG0353'
 NG0353'REFERENCE MARK 2 IS 31 FEET NORTH OF THE CENTERLINE OF THE SERVICE
 NG0353'ROAD, 27 FEET WEST
 NG0353'OF THE FENCE CORNER, 7 FEET SOUTHWEST OF THE STORM
 NG0353'DRAIN AND 175 FEET SOUTH OF THE
 NG0353'CENTERLINE OF LAYTON AVE.  THE MONUMENT
 NG0353'PROJECTS 2 INCHES AND THE DISK IS STAMPED MITCHELL
 NG0353'NO 2 1953.
 NG0353'
 NG0353'BENCH MARK V 134 1972 IS A STANDARD BENCH MARK DISK SET IN
 NG0353'A DRILL HOLE IN THE TOP OF THE
 NG0353'NORTH END OF A 20 FOOT CONCRETE BOX CULVERT UNDER HOWELL
 NG0353'AVE., 13 FEET EAST OF THE EAST
 NG0353'CURB OF HOWELL AVE., 4 INCHES NORTHWEST
 NG0353'OF CORNER POST OF A 6 FOOT HIGH CHAIN LINK FENCE.
 NG0353'THE DISK IS STAMPED
 NG0353'V 134 1972.  THE MARK IS 0.1 MILE SOUTH OF THE INTERSECTION OF
 NG0353'HOWELL AND LAYTON
 NG0353'AVE.
 NG0353'
 NG0353'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - AT SOUTH EDGE OF
 NG0353'MILWAUKEE
 NG0353'
 NG0353'HEIGHT OF LIGHT ABOVE STATION MARK - 5 FEET
 NG0353
 NG0353                          STATION RECOVERY (1976)
 NG0353
 NG0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RS)
 NG0353'STATION RECOVERED AS DESCRIBED.
 NG0353'
 NG0353'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--MILWAUKEE.
 NG0353
 NG0353                          STATION RECOVERY (1980)
 NG0353
 NG0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RM)
 NG0353'STATION, RM 1 AND RM 2 RECOVERED AS DESCRIBED.
 NG0353'
 NG0353'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GENERAL
 NG0353'MITCHELL FIELD.
 NG0353
 NG0353                          STATION RECOVERY (1983)
 NG0353
 NG0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (EEE)
 NG0353'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 NG0353'DESCRIBED IN GOOD CONDITION.
 NG0353'
 NG0353'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SOUTH EDGE OF
 NG0353'MILWAUKEE.
 NG0353
 NG0353                          STATION RECOVERY (1983)
 NG0353
 NG0353'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 NG0353'RECOVERED IN GOOD CONDITION.
 NG0353
 NG0353                          STATION RECOVERY (1991)
 NG0353
 NG0353'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCB)
 NG0353'RECOVERED IN GOOD CONDITION.
 NG0353
 NG0353                          STATION RECOVERY (1997)
 NG0353
 NG0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 NG0353'NOTE--THIS IS THE PRIMARY AIRPORT CONTROL (PAC) STATION FOR THE
 NG0353'MILWAUKEE/GENERAL MITCHELL INTERNATIONAL (MKE) AIRPORT.  THE STATION
 NG0353'IS LOCATED IN SOUTHEAST MILWAUKEE AT THE GENERAL MITCHELL
 NG0353'INTERNATIONAL AIRPORT, JUST WEST OF THE CENTER OF THE NORTH END OF THE
 NG0353'AIRFIELD, NEAR THE WEST SIDE OF THE PAVED APRON AND TIE-DOWN AREA FOR
 NG0353'SIGNATURE AVIATION, OWNERSHIP--CITY OF MILWAUKEE, 5300 SOUTH HOWELL
 NG0353'AVENUE, MILWAUKEE, WI 53207.  ROBERT MARKS IS ASSISTANT AIRPORT
 NG0353'OPERATIONS.  PHONE 414-747-4535.  CONTACT HIM TWO DAYS IN ADVANCE FOR
 NG0353'PERMISSION TO OCCUPY THIS STATION AND TO ARRANGE FOR AN ESCORT.  TO
 NG0353'REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 94 AND
 NG0353'AIRPORT EXPRESSWAY (EXIT 318) ABOUT 1 KM (0.60 MI) SOUTH OF THE
 NG0353'JUNCTION OF INTERSTATE HIGHWAYS 94 AND 894 IN MILWAUKEE, GO EAST ON
 NG0353'AIRPORT EXPRESSWAY FOR 1.72 KM (1.05 MI) TO THE SOUTH END OF THE
 NG0353'TERMINAL AND AIRPORT OPERATIONS ON THE 3RD FLOOR.  THE STATION IS SET
 NG0353'IN THE TOP OF A 30 CM SQUARE CONCRETE POST RECESSED 15 CM BELOW THE
 NG0353'PAVED SURFACE.  IT IS 53.2 M (174.5 FT) SOUTH OF THE CENTER OF THE
 NG0353'EAST BOUND LANES OF LAYTON AVENUE, 44.2 M (145.0 FT) NORTH-NORTHEAST
 NG0353'OF THE CENTER OF A SERVICE ROAD AT THE A GATE, 39.2 M (128.6 FT) SOUTH
 NG0353'OF AN EAST-WEST CHAIN LINK FENCE, 7.2 M (23.6 FT) EAST OF A
 NG0353'NORTH-SOUTH CHAIN LINK FENCE, 32.3 M (106.0 FT) NORTH OF THE SOUTH
 NG0353'EDGE OF THE PAVED TIE-DOWN AREA, 32.2 M (105.6 FT) NORTH-NORTHEAST OF
 NG0353'THE SOUTHWEST CORNER OF THE TIE-DOWN AREA, 3.5 M (11.5 FT) EAST OF THE
 NG0353'WEST PAVED EDGE.
 NG0353
 NG0353                          STATION RECOVERY (2000)
 NG0353
 NG0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 NG0353'RECOVERED AS DESCRIBED.  THIS IS THE PRIMARY AIRPORT CONTROL STATION
 NG0353'(PACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF6048 ***********************************************************************
 DF6048  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6048  DESIGNATION -  MITCHELL N GPS
 DF6048  PID         -  DF6048
 DF6048  STATE/COUNTY-  WI/SHEBOYGAN
 DF6048  USGS QUAD   -  CASCADE (1974)
 DF6048
 DF6048                         *CURRENT SURVEY CONTROL
 DF6048  ___________________________________________________________________
 DF6048* NAD 83(1997)-  43 41 51.27955(N)    088 06 53.76112(W)     ADJUSTED  
 DF6048* NAVD 88     -       320.18   (meters)    1050.5    (feet)  GPS OBS   
 DF6048  ___________________________________________________________________
 DF6048  X           -     151,939.215 (meters)                     COMP
 DF6048  Y           -  -4,616,460.550 (meters)                     COMP
 DF6048  Z           -   4,384,055.663 (meters)                     COMP
 DF6048  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 DF6048  ELLIP HEIGHT-         284.79  (meters)          (06/11/03) GPS OBS
 DF6048  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 DF6048
 DF6048  HORZ ORDER  -  FIRST
 DF6048  ELLP ORDER  -  THIRD     CLASS I
 DF6048
 DF6048.The horizontal coordinates were established by GPS observations
 DF6048.and adjusted by the National Geodetic Survey in June 2003..
 DF6048
 DF6048.The orthometric height was determined by GPS observations and a
 DF6048.high-resolution geoid model using precise GPS observation and
 DF6048.processing techniques.
 DF6048
 DF6048.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6048
 DF6048.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6048
 DF6048.The ellipsoidal height was determined by GPS observations
 DF6048.and is referenced to NAD 83.
 DF6048
 DF6048.The geoid height was determined by GEOID03.
 DF6048
 DF6048;                    North         East     Units Scale Factor Converg.
 DF6048;SPC WI S     -   190,303.802   751,938.692   MT  0.99994590   +1 17 42.8
 DF6048;SPC WI S     -   624,355.06  2,466,985.53   sFT  0.99994590   +1 17 42.8
 DF6048;UTM  16      - 4,838,888.281   410,158.128   MT  0.99969928   -0 46 13.1
 DF6048
 DF6048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6048!SPC WI S     -   0.99995534  x   0.99994590  =   0.99990125
 DF6048!UTM  16      -   0.99995534  x   0.99969928  =   0.99965464
 DF6048
 DF6048                          SUPERSEDED SURVEY CONTROL
 DF6048
 DF6048.No superseded survey control is available for this station.
 DF6048
 DF6048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP1015838888(NAD 83)
 DF6048_MARKER: DD = SURVEY DISK
 DF6048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6048_STAMPING: MITCHELL N GPS 2001
 DF6048_MARK LOGO: WIDT  
 DF6048_PROJECTION: FLUSH
 DF6048_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6048+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2003
 DF6048
 DF6048  HISTORY     - Date     Condition        Report By
 DF6048  HISTORY     - 2000     MONUMENTED       WIDT
 DF6048  HISTORY     - 20031204 GOOD             USPSQD
 DF6048
 DF6048                          STATION DESCRIPTION
 DF6048
 DF6048'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DF6048'THE STATION IS LOCATED ABOUT 32 KM WEST OF SHEBOYGAN AND 13 KM
 DF6048'SOUTHWEST OF
 DF6048'PLYMOUTH.  OWNERSHIP--TOWN OF MITCHELL.  TO REACH THE STATION FROM THE
 DF6048'JUNCTION OF US
 DF6048'HIGHWAY 45 WITH STATE HIGHWAY 67 ABOUT 5 KM NORTHEAST OF THE VILLAGE
 DF6048'OF CAMPBELLSPORT,
 DF6048'GO NORTHEAST ON STATE HIGHWAY 67 FOR 6.1 KM TO COUNTY HIGHWAY F ON THE
 DF6048'RIGHT, TURN
 DF6048'RIGHT AND GO EAST ON COUNTY HIGHWAY F FOR 5.6 KM TO SCENIC DRIVE ON
 DF6048'THE LEFT, TURN LEFT
 DF6048'AND GO NORTH, THEN WEST ON SCENIC DRIVE FOR 4.8 KM TO SHAMROCK ROAD ON
 DF6048'THE RIGHT, TURN
 DF6048'RIGHT AND GO NORTH ON SHAMROCK ROAD FOR 1.0 KM TO THE STATION ON THE
 DF6048'LEFT.  THE STATION
 DF6048'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DF6048'CONTROL STATION
 DF6048'DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH
 DF6048'OF 2.4 M AND ABOUT 1
 DF6048'M BELOW THE ROAD PAVEMENT.  THE STATION IS 7.3 M WEST OF THE
 DF6048'CENTERLINE OF SHAMROCK
 DF6048'ROAD, 1 M EAST OF A CULTIVATED FIELD, 1.0 M NORTH, 1.0 M EAST, AND 1.0
 DF6048'M WEST OF THREE 4X4
 DF6048'ORANGE PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE
 DF6048'OBSTRUCTIONS
 DF6048'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF6048' 
 DF6048' 
 DF6048' 
 DF6048' 
 DF6048' 
 DF6048' 
 DF6048'
 DF6048
 DF6048                          STATION RECOVERY (2003)
 DF6048
 DF6048'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0354 ***********************************************************************
 NG0354  DESIGNATION -  MITCHELL RM 1
 NG0354  PID         -  NG0354
 NG0354  STATE/COUNTY-  WI/MILWAUKEE
 NG0354  USGS QUAD   -  GREENDALE (1976)
 NG0354
 NG0354                         *CURRENT SURVEY CONTROL
 NG0354  ___________________________________________________________________
 NG0354* NAD 83(1986)-  42 57 31.     (N)    087 54 03.     (W)     SCALED    
 NG0354* NAVD 88     -       205.359  (meters)     673.75   (feet)  ADJUSTED  
 NG0354  ___________________________________________________________________
 NG0354  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 NG0354  DYNAMIC HT  -         205.302 (meters)     673.56  (feet)  COMP
 NG0354  MODELED GRAV-     980,342.8   (mgal)                       NAVD 88
 NG0354
 NG0354  VERT ORDER  -  FIRST     CLASS 0
 NG0354
 NG0354.This mark is at General Mitchell Intl Airport (MKE)
 NG0354
 NG0354.The horizontal coordinates were scaled from a topographic map and have
 NG0354.an estimated accuracy of +/- 6 seconds.
 NG0354
 NG0354.The orthometric height was determined by differential leveling
 NG0354.and adjusted by the National Geodetic Survey in June 1991..
 NG0354
 NG0354.The geoid height was determined by GEOID03.
 NG0354
 NG0354.The dynamic height is computed by dividing the NAVD 88
 NG0354.geopotential number by the normal gravity value computed on the
 NG0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0354.degrees latitude (g = 980.6199 gals.).
 NG0354
 NG0354.The modeled gravity was interpolated from observed gravity values.
 NG0354
 NG0354;                    North         East    Units  Estimated Accuracy
 NG0354;SPC WI S     -   108,650.      771,260.      MT  (+/- 180 meters Scaled)
 NG0354
 NG0354                          SUPERSEDED SURVEY CONTROL
 NG0354
 NG0354  NGVD 29 (??/??/92)  205.444  (m)          674.03   (f) ADJ UNCH    1 0
 NG0354
 NG0354.Superseded values are not recommended for survey control.
 NG0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0354.See file dsdata.txt to determine how the superseded data were derived.
 NG0354
 NG0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN265566(NAD 83)
 NG0354_MARKER: DR = REFERENCE MARK DISK
 NG0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NG0354_STAMPING: MITCHELL NO 1 1953
 NG0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0354+STABILITY: SURFACE MOTION
 NG0354
 NG0354  HISTORY     - Date     Condition        Report By
 NG0354  HISTORY     - 1953     MONUMENTED       CGS
 NG0354  HISTORY     - 1972     GOOD             NGS
 NG0354  HISTORY     - 1983     GOOD             USGS
 NG0354  HISTORY     - 1991     GOOD             USPSQD
 NG0354
 NG0354                          STATION DESCRIPTION
 NG0354
 NG0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 NG0354'1.9 MI W FROM CUDAHY.
 NG0354'ABOUT 1.9 MILES WEST ALONG LAYTON AVENUE FROM THE CHICAGO AND
 NG0354'NORTH WESTERN RAILWAY STATION AT CUDAHY, ALONG THE NORTH SIDE
 NG0354'OF THE GENERAL MITCHELL FIELD AIRPORT, 185 1/2 FEET SOUTH OF
 NG0354'THE CENTER LINE OF LAYTON AVENUE, 41.8 FEET EAST OF THE STATION
 NG0354'MARK DESCRIBED, 52 FEET NORTH OF THE CENTER LINE OF A SERVICE
 NG0354'ROAD, 82.8 FEET EAST OF RM 1 DESCRIBED, 1 FOOT SOUTH OF A CHAIN
 NG0354'LINK FENCE, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 NG0354'LEVEL OF THE GROUND.  SEC 28, T6N, R22E
 NG0354
 NG0354                          STATION RECOVERY (1983)
 NG0354
 NG0354'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 NG0354'RECOVERED IN GOOD CONDITION.
 NG0354
 NG0354                          STATION RECOVERY (1991)
 NG0354
 NG0354'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCB)
 NG0354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0352 ***********************************************************************
 NG0352  DESIGNATION -  MITCHELL RM 2
 NG0352  PID         -  NG0352
 NG0352  STATE/COUNTY-  WI/MILWAUKEE
 NG0352  USGS QUAD   -  GREENDALE (1976)
 NG0352
 NG0352                         *CURRENT SURVEY CONTROL
 NG0352  ___________________________________________________________________
 NG0352* NAD 83(1986)-  42 57 31.     (N)    087 54 03.     (W)     SCALED    
 NG0352* NAVD 88     -       205.456  (meters)     674.07   (feet)  ADJUSTED  
 NG0352  ___________________________________________________________________
 NG0352  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 NG0352  DYNAMIC HT  -         205.400 (meters)     673.88  (feet)  COMP
 NG0352  MODELED GRAV-     980,342.8   (mgal)                       NAVD 88
 NG0352
 NG0352  VERT ORDER  -  FIRST     CLASS 0
 NG0352
 NG0352.This mark is at General Mitchell Intl Airport (MKE)
 NG0352
 NG0352.The horizontal coordinates were scaled from a topographic map and have
 NG0352.an estimated accuracy of +/- 6 seconds.
 NG0352
 NG0352.The orthometric height was determined by differential leveling
 NG0352.and adjusted by the National Geodetic Survey in June 1991..
 NG0352
 NG0352.The geoid height was determined by GEOID03.
 NG0352
 NG0352.The dynamic height is computed by dividing the NAVD 88
 NG0352.geopotential number by the normal gravity value computed on the
 NG0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0352.degrees latitude (g = 980.6199 gals.).
 NG0352
 NG0352.The modeled gravity was interpolated from observed gravity values.
 NG0352
 NG0352;                    North         East    Units  Estimated Accuracy
 NG0352;SPC WI S     -   108,650.      771,260.      MT  (+/- 180 meters Scaled)
 NG0352
 NG0352                          SUPERSEDED SURVEY CONTROL
 NG0352
 NG0352  NGVD 29 (??/??/92)  205.539  (m)          674.34   (f) ADJ UNCH    1 0
 NG0352
 NG0352.Superseded values are not recommended for survey control.
 NG0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0352.See file dsdata.txt to determine how the superseded data were derived.
 NG0352
 NG0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN265566(NAD 83)
 NG0352_MARKER: DR = REFERENCE MARK DISK
 NG0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NG0352_STAMPING: MITCHELL NO 2 1953
 NG0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0352+STABILITY: SURFACE MOTION
 NG0352
 NG0352  HISTORY     - Date     Condition        Report By
 NG0352  HISTORY     - 1953     MONUMENTED       CGS
 NG0352  HISTORY     - 1972     GOOD             NGS
 NG0352  HISTORY     - 1983     GOOD             USGS
 NG0352  HISTORY     - 1991     GOOD             USPSQD
 NG0352
 NG0352                          STATION DESCRIPTION
 NG0352
 NG0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 NG0352'1.9 MI W FROM CUDAHY.
 NG0352'ABOUT 1.9 MILES WEST ALONG LAYTON AVENUE FROM THE CHICAGO AND
 NG0352'NORTH WESTERN RAILWAY STATION AT CUDAHY, 0.4 MILE EAST OF THE
 NG0352'INTERSECTION OF LAYTON AND SOUTH HOWELL AVENUE, ALONG THE NORTH
 NG0352'SIDE OF THE GENERAL MITCHELL FIELD AIRPORT, 41.0 FEET WEST OF
 NG0352'THE STATION MARK DESCRIBED, 31 FEET NORTH OF THE CENTER LINE
 NG0352'OF A SERVICE ROAD, 190 FEET SOUTH OF THE CENTER LINE OF LAYTON
 NG0352'AVENUE, 28 FEET WEST OF A PIPE CORNER FENCE POST IN A CHAIN
 NG0352'LINK FENCE, 82.8 FEET WEST OF MITCHELL RM 1, SET IN THE TOP
 NG0352'OF A CONCRETE POST FLUSH WITH THE LEVEL OF THE GROUND.  SEC
 NG0352'28, T6N, R22E
 NG0352
 NG0352                          STATION RECOVERY (1983)
 NG0352
 NG0352'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 NG0352'RECOVERED IN GOOD CONDITION.
 NG0352
 NG0352                          STATION RECOVERY (1991)
 NG0352
 NG0352'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCB)
 NG0352'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0762 ***********************************************************************
 QM0762  DESIGNATION -  MITTEN
 QM0762  PID         -  QM0762
 QM0762  STATE/COUNTY-  WI/VILAS
 QM0762  USGS QUAD   -  LAC DU FLAMBEAU (1971)
 QM0762
 QM0762                         *CURRENT SURVEY CONTROL
 QM0762  ___________________________________________________________________
 QM0762* NAD 83(1991)-  45 56 13.66563(N)    089 58 20.40195(W)     ADJUSTED  
 QM0762* NAVD 88     -       511.     (meters)    1677.     (feet)  SCALED    
 QM0762  ___________________________________________________________________
 QM0762  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 QM0762  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 QM0762
 QM0762  HORZ ORDER  -  FIRST
 QM0762
 QM0762.The horizontal coordinates were established by classical geodetic methods
 QM0762.and adjusted by the National Geodetic Survey in November 1991..
 QM0762
 QM0762.The orthometric height was scaled from a topographic map.
 QM0762
 QM0762.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0762
 QM0762.The geoid height was determined by GEOID03.
 QM0762
 QM0762;                    North         East     Units Scale Factor Converg.
 QM0762;SPC WI N     -    85,632.438   602,145.435   MT  0.99995341   +0 01 11.8
 QM0762;SPC WI N     -   280,945.76  1,975,538.81   sFT  0.99995341   +0 01 11.8
 QM0762;UTM  16      - 5,091,358.682   269,588.037   MT  1.00025271   -2 08 12.4
 QM0762;UTM  15      - 5,091,520.209   734,701.130   MT  1.00027724   +2 10 35.8
 QM0762
 QM0762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0762!SPC WI N     -   0.99992471  x   0.99995341  =   0.99987813
 QM0762!UTM  16      -   0.99992471  x   1.00025271  =   1.00017741
 QM0762!UTM  15      -   0.99992471  x   1.00027724  =   1.00020193
 QM0762
 QM0762:                Primary Azimuth Mark                     Grid Az
 QM0762:SPC WI N     -  MITTEN AZ MK                             000 07 42.6
 QM0762:UTM  16      -  MITTEN AZ MK                             002 17 06.8
 QM0762:UTM  15      -  MITTEN AZ MK                             357 58 18.6
 QM0762
 QM0762|---------------------------------------------------------------------|
 QM0762| PID    Reference Object                     Distance      Geod. Az  |
 QM0762|                                                           dddmmss.s |
 QM0762| CJ5760 MITTEN AZ MK                                       0000854.4 |
 QM0762| CJ5761 MITTEN RM 1                          20.311 METERS 06909     |
 QM0762| CJ5762 MITTEN RM 2                          19.028 METERS 18221     |
 QM0762|---------------------------------------------------------------------|
 QM0762
 QM0762                          SUPERSEDED SURVEY CONTROL
 QM0762
 QM0762  NAD 83(1986)-  45 56 13.66115(N)    089 58 20.39699(W) AD(       ) 1
 QM0762  NAD 27      -  45 56 13.84400(N)    089 58 19.83600(W) AD(       ) 1
 QM0762
 QM0762.Superseded values are not recommended for survey control.
 QM0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0762.See file dsdata.txt to determine how the superseded data were derived.
 QM0762
 QM0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR6958891359(NAD 83)
 QM0762_MARKER: DS = TRIANGULATION STATION DISK
 QM0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0762
 QM0762  HISTORY     - Date     Condition        Report By
 QM0762  HISTORY     - 1952     MONUMENTED       CGS
 QM0762  HISTORY     - 1961     SEE DESCRIPTION  CGS
 QM0762
 QM0762                          STATION DESCRIPTION
 QM0762
 QM0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QM0762'THE STATION IS LOCATED ABOUT 13 MILES SOUTH-SOUTHEAST OF
 QM0762'MANITOWISH, 4 MILES SOUTHWEST OF LAC DU FLAMBEAU AND 0.5 MILE
 QM0762'EAST OF MITTEN LAKE ON THE HIGHEST POINT OF A WOODED HILL.
 QM0762'
 QM0762'TO REACH THE STATION FROM MINOCQUA, GO NORTH ON U.S. HIGHWAY
 QM0762'51 FOR 1.0 MILE TO THE JUNCTION OF STATE HIGHWAY 70.  TURN
 QM0762'LEFT, GO WEST ON STATE HIGHWAY 70 FOR 11.2 MILES TO THE JUNCTION
 QM0762'OF COUNTY HIGHWAY D.  CONTINUE WEST ON STATE HIGHWAY 70 FOR
 QM0762'2.9 MILES TO A NARROW GRAVEL ROAD TO THE RIGHT.  TURN RIGHT,
 QM0762'GO NORTH 1.3 MILES TO THE TOP OF A HILL AND THE STATION ON
 QM0762'THE LEFT.
 QM0762'
 QM0762'THE STATION MARK IS STAMPED MITTEN 1952.  IT IS A STANDARD
 QM0762'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND
 QM0762'IS SET 52 FEET WEST OF THE CENTERLINE OF A GRAVEL ROAD.
 QM0762'
 QM0762'REFERENCE MARK 1 IS STAMPED MITTEN NO 1 1952.  IT IS A STANDARD
 QM0762'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND
 QM0762'IS SET 26 FEET EAST OF THE CENTERLINE OF A GRAVEL ROAD.
 QM0762'
 QM0762'REFERENCE MARK 2 IS STAMPED MITTEN NO 2 1952.  IT IS A
 QM0762'STANDARD DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 3
 QM0762'INCHES AND IS 52 FEET WEST OF THE CENTERLINE OF A GRAVEL
 QM0762'ROAD.
 QM0762'
 QM0762'THE AZIMUTH MARK IS STAMPED MITTEN 1952.  IT IS A STANDARD
 QM0762'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND IS
 QM0762'22 FEET WEST OF THE CENTERLINE OF A GRAVEL ROAD AND 2.5 FEET
 QM0762'SOUTH OF A WHITE WITNESS POST.  TO REACH THE AZIMUTH MARK,
 QM0762'GO NORTH FROM THE STATION 0.5 MILE TO WHERE THE ROAD CURVES
 QM0762'SLIGHTLY TO THE RIGHT AND THE MARK ON THE LEFT.
 QM0762'
 QM0762'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 QM0762
 QM0762                          STATION RECOVERY (1961)
 QM0762
 QM0762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 QM0762'ALL MARKS AT THIS STATION HAVE BEEN DESTROYED.  A REQUEST
 QM0762'WAS RECEIVED TO MOVE SOME MARKS AT THIS STATION BUT UPON
 QM0762'INVESTIGATION IT WAS FOUND THAT THE LINE BETWEEN THE STATION
 QM0762'AND AZIMUTH WAS NOT VISIBLE FROM THE GROUND.  SINCE AN EXCESSIVE
 QM0762'AMOUNT OF CLEARING OF LINES BETWEEN THE STATION AND AZIMUTH
 QM0762'WOULD BE REQUIRED AND A CONSTRUCTION CREW WAS WORKING AT THE
 QM0762'SITE, ALL MARKS WERE DESTROYED.  EITHER THE AZIMUTH MARK WAS
 QM0762'NOT VISIBLE FROM THE GROUND AT THE TIME THE STATION WAS
 QM0762'ESTABLISHED OR THE TREES ON LINE HAD GROWN CONSIDERABLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1025 ***********************************************************************
 PN1025  DESIGNATION -  MLODIK PLACE
 PN1025  PID         -  PN1025
 PN1025  STATE/COUNTY-  WI/PORTAGE
 PN1025  USGS QUAD   -  ROSHOLT (1981)
 PN1025
 PN1025                         *CURRENT SURVEY CONTROL
 PN1025  ___________________________________________________________________
 PN1025* NAD 83(1991)-  44 40 44.48186(N)    089 19 28.33890(W)     ADJUSTED  
 PN1025* NAVD 88     -       375.8    (meters)    1233.     (feet)  VERTCON   
 PN1025  ___________________________________________________________________
 PN1025  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 PN1025  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 PN1025
 PN1025  HORZ ORDER  -  FIRST
 PN1025
 PN1025.The horizontal coordinates were established by classical geodetic methods
 PN1025.and adjusted by the National Geodetic Survey in November 1991..
 PN1025
 PN1025.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1025
 PN1025.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1025
 PN1025.The geoid height was determined by GEOID03.
 PN1025
 PN1025;                    North         East     Units Scale Factor Converg.
 PN1025;SPC WI C     -    94,194.131   653,551.030   MT  0.99994660   +0 28 35.7
 PN1025;SPC WI C     -   309,035.24  2,144,192.00   sFT  0.99994660   +0 28 35.7
 PN1025;UTM  16      - 4,949,923.371   315,770.150   MT  1.00001739   -1 38 05.7
 PN1025
 PN1025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1025!SPC WI C     -   0.99994671  x   0.99994660  =   0.99989332
 PN1025!UTM  16      -   0.99994671  x   1.00001739  =   0.99996410
 PN1025
 PN1025:                Primary Azimuth Mark                     Grid Az
 PN1025:SPC WI C     -  MLODIK PLACE AZ MK                       186 20 11.9
 PN1025:UTM  16      -  MLODIK PLACE AZ MK                       188 26 53.3
 PN1025
 PN1025|---------------------------------------------------------------------|
 PN1025| PID    Reference Object                     Distance      Geod. Az  |
 PN1025|                                                           dddmmss.s |
 PN1025| PN1026 MLODIK PLACE AZ MK                  APPROX. 0.8 KM 1864847.6 |
 PN1025| CJ5764 MLODIK PLACE RM 2                                  24655     |
 PN1025| CJ5763 MLODIK PLACE RM 1                                  33832     |
 PN1025|---------------------------------------------------------------------|
 PN1025
 PN1025                          SUPERSEDED SURVEY CONTROL
 PN1025
 PN1025  NAD 83(1986)-  44 40 44.48073(N)    089 19 28.34731(W) AD(       ) 1
 PN1025  NAD 27      -  44 40 44.57854(N)    089 19 27.92636(W) AD(       ) 1
 PN1025  NGVD 29 (07/19/86)  375.8    (m)         1233.     (f) VERT ANG       
 PN1025
 PN1025.Superseded values are not recommended for survey control.
 PN1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1025.See file dsdata.txt to determine how the superseded data were derived.
 PN1025
 PN1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ1577049923(NAD 83)
 PN1025_MARKER: DH = HORIZONTAL CONTROL DISK
 PN1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1025_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PN1025_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PN1025
 PN1025  HISTORY     - Date     Condition        Report By
 PN1025  HISTORY     - 1980     MONUMENTED       NGS
 PN1025  HISTORY     - 20040111 MARK NOT FOUND   USPSQD
 PN1025
 PN1025                          STATION DESCRIPTION
 PN1025
 PN1025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (EDW)
 PN1025'THE STATION IS LOCATED ABOUT 17 MILES NORTHEAST OF STEVENS POINT,
 PN1025'16 MILES NORTH OF AMHERST, 15 MILES NORTHWEST OF IOLA.
 PN1025'OWNERSHIP--MR. LEO MLODIK, ROUTE 1, BOX 152, WHITTENBURG,
 PN1025'WISCONSIN 54499, (PHONE NUMBER 677-4673).
 PN1025'
 PN1025'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 66 AND
 PN1025'COUNTY ROUTE I ON THE EAST SIDE OF ROSHOLT, GO NORTH ON ROUTE I
 PN1025'FOR 2.95 MILES TO THE JUNCTION OF COUNTY ROUTE A ON THE RIGHT AND
 PN1025'THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ON ROUTE I FOR 0.6
 PN1025'MILE TO AN ENTRANCE TO A FIELD ON THE RIGHT.  TURN RIGHT THROUGH
 PN1025'ENTRANCE AND BEAR RIGHT AND GO SOUTH ALONG WEST SIDE OF FIELD FOR
 PN1025'0.05 MILE, THEN TURN LEFT AND GO EAST ALONG THE SOUTH SIDE OF
 PN1025'FIELD FOR 0.05 MILE TO THE TOP OF HILL AND STATION TO THE LEFT AS
 PN1025'DESCRIBED.
 PN1025'
 PN1025'THE STATION IS A STANDARD NGS DISK
 PN1025'STAMPED---MLODIK PLACE 1980---,
 PN1025'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN1025'RECESSED 36 CM BELOW THE GROUND.  IT IS LOCATED
 PN1025'28.2 METERS (92.5 FT) NORTH FROM THE SOUTH EDGE OF FIELD AND
 PN1025'24.5 METERS (80.5 FT) WEST FROM A NORTH-SOUTH FENCE.
 PN1025'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 PN1025'STAMPED---MLODIK PLACE 1980---,
 PN1025'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 PN1025'
 PN1025'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 PN1025'STAMPED---MLODIK PLACE NO 1 1980---,
 PN1025'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN1025'PROJECTING 11 CM ABOVE THE GROUND.  IT IS LOCATED
 PN1025'14.9 METERS (49 FT) EAST FROM THE CENTER OF COUNTY ROUTE I,
 PN1025'14.9 METERS (49 FT) SOUTHWEST FROM A 6-INCH CRABAPPLE TREE AND
 PN1025'0.79 METER (2.6 FT) EAST FROM A METAL WITNESS POST.
 PN1025'MARK IS BELOW STATION 3 METERS.
 PN1025'
 PN1025'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 PN1025'STAMPED---MLODIK PLACE NO 2 1980---,
 PN1025'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN1025'PROJECTING 3 CM ABOVE THE GROUND.  IT IS LOCATED
 PN1025'16.5 METERS (54 FT) EAST FROM THE CENTER OF COUNTY ROUTE I AND
 PN1025'1.10 METERS (3.6 FT) NORTH-NORTHEAST FROM A METAL WITNESS POST.
 PN1025'MARK IS BELOW STATION 2 METERS.
 PN1025'
 PN1025'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 PN1025'STAMPED---MLODIK PLACE 1980---,
 PN1025'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN1025'FLUSH WITH GROUND.  IT IS LOCATED
 PN1025'9.6 METERS (31.5 FT) WEST FROM THE CENTER OF COUNTY ROUTE I,
 PN1025'7.5 METERS (24.5 FT) NORTH FROM THE CENTER OF A GRAVEL ROAD
 PN1025'LEADING WEST AND
 PN1025'0.61 METER (2 FT) EAST FROM A METAL WITNESS POST.
 PN1025'THE UNDERGROUND MARK IS A STANDARD NGS AZIMUTH MARK DISK
 PN1025'STAMPED---MLODIK PLACE 1980---, SET INTO THE TOP OF AN
 PN1025'IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE GROUND.
 PN1025'
 PN1025'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF THE DIFFERENCE
 PN1025'IN ELEVATION BETWEEN THE MARKS.
 PN1025'
 PN1025'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.7 METERS.
 PN1025
 PN1025                          STATION RECOVERY (2004)
 PN1025
 PN1025'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN1025'THE STATION AND REFERENCE MARKS WERE NOT FOUND.  NOTE-- THE WITNESS
 PN1025'POST FOR REFERENCE MARK 1 WAS FOUND, BUT THE MONUMENT, IF PRESENT, IS
 PN1025'UNDER A PILE OF FIELD STONES.
 PN1025'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.  IT IS AT THE
 PN1025'JUNCTION OF COUNTY ROAD A EXTENDED WHICH IS NAMED DZIEDZIC ROAD AND
 PN1025'COUNTY ROAD I, AND 9.3 FEET SOUTHEAST OF AN UNNUMBERED POWER POLE.
 PN1025'THE AZIMUTH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1026 ***********************************************************************
 PN1026  DESIGNATION -  MLODIK PLACE AZ MK
 PN1026  PID         -  PN1026
 PN1026  STATE/COUNTY-  WI/PORTAGE
 PN1026  USGS QUAD   -  ROSHOLT (1981)
 PN1026
 PN1026                         *CURRENT SURVEY CONTROL
 PN1026  ___________________________________________________________________
 PN1026* NAD 83(1991)-  44 40 17.56854(N)    089 19 32.84513(W)     ADJUSTED  
 PN1026* NAVD 88     -       357.0    (meters)    1171.     (feet)  VERTCON   
 PN1026  ___________________________________________________________________
 PN1026  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 PN1026  GEOID HEIGHT-         -35.92  (meters)                     GEOID03
 PN1026
 PN1026  HORZ ORDER  -  SECOND
 PN1026
 PN1026.The horizontal coordinates were established by classical geodetic methods
 PN1026.and adjusted by the National Geodetic Survey in November 1991..
 PN1026
 PN1026.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1026
 PN1026.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1026
 PN1026.The geoid height was determined by GEOID03.
 PN1026
 PN1026;                    North         East     Units Scale Factor Converg.
 PN1026;SPC WI C     -    93,362.614   653,458.691   MT  0.99994705   +0 28 32.5
 PN1026;SPC WI C     -   306,307.18  2,143,889.06   sFT  0.99994705   +0 28 32.5
 PN1026;UTM  16      - 4,949,095.762   315,647.230   MT  1.00001795   -1 38 08.1
 PN1026
 PN1026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1026!SPC WI C     -   0.99994966  x   0.99994705  =   0.99989671
 PN1026!UTM  16      -   0.99994966  x   1.00001795  =   0.99996761
 PN1026
 PN1026                          SUPERSEDED SURVEY CONTROL
 PN1026
 PN1026  NAD 83(1986)-  44 40 17.56742(N)    089 19 32.85356(W) AD(       ) 2
 PN1026  NAD 27      -  44 40 17.66516(N)    089 19 32.43308(W) AD(       ) 2
 PN1026  NGVD 29 (07/19/86)  357.0    (m)         1171.     (f) VERT ANG       
 PN1026
 PN1026.Superseded values are not recommended for survey control.
 PN1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1026.See file dsdata.txt to determine how the superseded data were derived.
 PN1026
 PN1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ1564749096(NAD 83)
 PN1026_MARKER: DZ = AZIMUTH MARK DISK
 PN1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN1026_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PN1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1026+STABILITY: SURFACE MOTION
 PN1026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN1026+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2004
 PN1026
 PN1026  HISTORY     - Date     Condition        Report By
 PN1026  HISTORY     - 1980     MONUMENTED       NGS
 PN1026  HISTORY     - 20040111 GOOD             USPSQD
 PN1026
 PN1026                          STATION DESCRIPTION
 PN1026
 PN1026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (EDW)
 PN1026'THE STATION IS LOCATED ABOUT 17 MILES NORTHEAST OF STEVENS POINT,
 PN1026'16 MILES NORTH OF AMHERST, 15 MILES NORTHWEST OF IOLA.
 PN1026'OWNERSHIP--MR. LEO MLODIK, ROUTE 1, BOX 152, WHITTENBURG,
 PN1026'WISCONSIN 54499, (PHONE NUMBER 677-4673).
 PN1026'
 PN1026'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 66 AND
 PN1026'COUNTY ROUTE I ON THE EAST SIDE OF ROSHOLT, GO NORTH ON ROUTE I
 PN1026'FOR 2.95 MILES TO THE JUNCTION OF COUNTY ROUTE A ON THE RIGHT AND
 PN1026'THE STATION MARK ON THE RIGHT AS DESCRIBED.
 PN1026'
 PN1026'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 PN1026'STAMPED---MLODIK PLACE 1980---,
 PN1026'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN1026'FLUSH WITH GROUND.  IT IS LOCATED
 PN1026'9.6 METERS (31.5 FT) WEST FROM THE CENTER OF COUNTY ROUTE I,
 PN1026'7.5 METERS (24.5 FT) NORTH FROM THE CENTER OF A GRAVEL ROAD
 PN1026'LEADING WEST AND
 PN1026'0.61 METER (2 FT) EAST FROM A METAL WITNESS POST.
 PN1026'THE UNDERGROUND MARK IS A STANDARD NGS AZIMUTH MARK DISK
 PN1026'STAMPED---MLODIK PLACE 1980---, SET INTO THE TOP OF AN IRREGULAR
 PN1026'MASS OF CONCRETE 1.0 METERS BELOW THE GROUND SURFACE.
 PN1026'
 PN1026'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THERE NO REFERENCE
 PN1026'MARKS ESTABLISHED FOR THIS STATION.
 PN1026'
 PN1026'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
 PN1026'
 PN1026'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION MLODIK
 PN1026'PLACE USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 PN1026
 PN1026                          STATION RECOVERY (2004)
 PN1026
 PN1026'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN1026'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.  IT IS AT THE
 PN1026'JUNCTION OF COUNTY ROAD A EXTENDED WHICH IS NAMED DZIEDZIC ROAD AND
 PN1026'COUNTY ROAD I, AND 9.3 FEET SOUTHEAST OF AN UNNUMBERED POWER POLE.
 PN1026'THE AZIMUTH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0328 ***********************************************************************
 NH0328  DESIGNATION -  MM 115
 NH0328  PID         -  NH0328
 NH0328  STATE/COUNTY-  WI/WALWORTH
 NH0328  USGS QUAD   -  WALWORTH (1994)
 NH0328
 NH0328                         *CURRENT SURVEY CONTROL
 NH0328  ___________________________________________________________________
 NH0328* NAD 83(1986)-  42 30 53.     (N)    088 31 02.     (W)     SCALED    
 NH0328* NAVD 88     -       309.159  (meters)    1014.30   (feet)  ADJUSTED  
 NH0328  ___________________________________________________________________
 NH0328  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 NH0328  DYNAMIC HT  -         309.060 (meters)    1013.97  (feet)  COMP
 NH0328  MODELED GRAV-     980,292.7   (mgal)                       NAVD 88
 NH0328
 NH0328  VERT ORDER  -  SECOND    CLASS I
 NH0328
 NH0328.The horizontal coordinates were scaled from a topographic map and have
 NH0328.an estimated accuracy of +/- 6 seconds.
 NH0328
 NH0328.The orthometric height was determined by differential leveling
 NH0328.and adjusted by the National Geodetic Survey in February 2004..
 NH0328.WARNING-Repeat measurements at this control monument indicate possible
 NH0328.vertical movement.
 NH0328
 NH0328.The geoid height was determined by GEOID03.
 NH0328
 NH0328.The dynamic height is computed by dividing the NAVD 88
 NH0328.geopotential number by the normal gravity value computed on the
 NH0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0328.degrees latitude (g = 980.6199 gals.).
 NH0328
 NH0328.The modeled gravity was interpolated from observed gravity values.
 NH0328
 NH0328;                    North         East    Units  Estimated Accuracy
 NH0328;SPC WI S     -    58,270.      721,850.      MT  (+/- 180 meters Scaled)
 NH0328
 NH0328                          SUPERSEDED SURVEY CONTROL
 NH0328
 NH0328  NAVD 88 (06/15/91)  309.082  (m)         1014.05   (f) UNKNOWN     2 0
 NH0328  NGVD 29 (??/??/92)  309.143  (m)         1014.25   (f) ADJ UNCH    2 0
 NH0328
 NH0328.Superseded values are not recommended for survey control.
 NH0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0328.See file dsdata.txt to determine how the superseded data were derived.
 NH0328
 NH0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN753080(NAD 83)
 NH0328_MARKER: DB = BENCH MARK DISK
 NH0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0328_STAMPING: MM 115 1934
 NH0328_MARK LOGO: CGS   
 NH0328_PROJECTION: PROJECTING 20 CENTIMETERS
 NH0328_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NH0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0328+STABILITY: SURFACE MOTION
 NH0328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH0328+SATELLITE: SATELLITE OBSERVATIONS - 2001
 NH0328
 NH0328  HISTORY     - Date     Condition        Report By
 NH0328  HISTORY     - 1934     MONUMENTED       CGS
 NH0328  HISTORY     - 1960     GOOD             NGS
 NH0328  HISTORY     - 2001     GOOD             WIDT
 NH0328
 NH0328                          STATION DESCRIPTION
 NH0328
 NH0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NH0328'1.8 MI NW FROM ZENDA.
 NH0328'ABOUT 1.75 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NH0328'AND PACIFIC RAILROAD FROM THE STATION AT ZENDA, ABOUT 100 YARDS
 NH0328'WEST OF MILEPOLE 69, AT A FARM ROAD CROSSING, 44 1/2 FEET SOUTH
 NH0328'OF THE SOUTH RAIL, 22 FEET EAST OF THE CENTER LINE OF ROAD,
 NH0328'25 1/2 FEET SOUTHEAST OF THE EAST END OF A 14-INCH PIPE CULVERT
 NH0328'UNDER THE ROAD, 3 FEET NORTH OF A RIGHT-OF-WAY FENCE, 1 1/2 FEET
 NH0328'WEST OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND
 NH0328'SET IN TOP OF A CONCRETE POST PROJECTING 6 INCHES.  NOTE-- LEVELING
 NH0328'IN 1960 INDICATES THAT MARK IS UNSTABLE.  USE WITH CAUTION.
 NH0328
 NH0328                          STATION RECOVERY (2001)
 NH0328
 NH0328'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 NH0328'THE STATION IS LOCATED 20 KM SOUTHEAST OF DARIEN, 11 KM SOUTHWEST OF
 NH0328'LAKE GENEVA, AND 7 KM EAST OF WALWORTH.  OWNERSHIP--WISCONSIN
 NH0328'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 NH0328'OF US HIGHWAY 14 WITH STATE HIGHWAY 67 IN THE VILLAGE OF WALWORTH, GO
 NH0328'EAST ON STATE HIGHWAY 67 FOR 0.8 KM TO WHERE STATE HIGHWAY 67 TURNS
 NH0328'NORTH AND COUNTY HIGHWAY B CONTINUES EAST, CONTINUE EAST ON COUNTY
 NH0328'HIGHWAY B FOR 7.5 KM TO PRIVATE ENTRANCE --W4401 AND W4405--, TURN
 NH0328'RIGHT AND FOLLOW PRIVATE ENTRANCE --W4401 AND W4405-- TO A SET OF
 NH0328'RAILROAD TRACKS AND THE STATION STRAIGHT AHEAD.  THE STATION IS A
 NH0328'BRONZE US COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP OF
 NH0328'A 24-CM SQUARE CONCRETE POST ABOUT LEVEL WITH THE RAILROAD TRACKS.
 NH0328'THE STATION IS 13.6 M SOUTH OF THE SOUTHERN RAIL OF THE RAILROAD
 NH0328'TRACKS, 56.0 M SOUTHWEST OF POWER POLE --1-17-29 12/21--, 17.2 M EAST
 NH0328'OF A POWER POLE, AND 2 M NORTH OF A CULTIVATED FIELD. ---NOTE---THE
 NH0328'STATION IS 0.6 M WEST OF A METAL WITNESS POST. ---NOTE2---THIS
 NH0328'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 NH0328'ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0079 ***********************************************************************
 ON0079  DESIGNATION -  MM 80
 ON0079  PID         -  ON0079
 ON0079  STATE/COUNTY-  WI/RICHLAND
 ON0079  USGS QUAD   -  RICHLAND CENTER (1983)
 ON0079
 ON0079                         *CURRENT SURVEY CONTROL
 ON0079  ___________________________________________________________________
 ON0079* NAD 83(1986)-  43 20 51.     (N)    090 26 32.     (W)     SCALED    
 ON0079* NAVD 88     -       241.156  (meters)     791.19   (feet)  ADJUSTED  
 ON0079  ___________________________________________________________________
 ON0079  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 ON0079  DYNAMIC HT  -         241.094 (meters)     790.99  (feet)  COMP
 ON0079  MODELED GRAV-     980,355.8   (mgal)                       NAVD 88
 ON0079
 ON0079  VERT ORDER  -  SECOND    CLASS 0
 ON0079
 ON0079.The horizontal coordinates were scaled from a topographic map and have
 ON0079.an estimated accuracy of +/- 6 seconds.
 ON0079
 ON0079.The orthometric height was determined by differential leveling
 ON0079.and adjusted by the National Geodetic Survey in June 1991..
 ON0079
 ON0079.The geoid height was determined by GEOID03.
 ON0079
 ON0079.The dynamic height is computed by dividing the NAVD 88
 ON0079.geopotential number by the normal gravity value computed on the
 ON0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0079.degrees latitude (g = 980.6199 gals.).
 ON0079
 ON0079.The modeled gravity was interpolated from observed gravity values.
 ON0079
 ON0079;                    North         East    Units  Estimated Accuracy
 ON0079;SPC WI S     -   149,790.      564,150.      MT  (+/- 180 meters Scaled)
 ON0079
 ON0079                          SUPERSEDED SURVEY CONTROL
 ON0079
 ON0079  NGVD 29 (??/??/92)  241.198  (m)          791.33   (f) ADJ UNCH    2 0
 ON0079
 ON0079.Superseded values are not recommended for survey control.
 ON0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0079.See file dsdata.txt to determine how the superseded data were derived.
 ON0079
 ON0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ073025(NAD 83)
 ON0079_MARKER: DB = BENCH MARK DISK
 ON0079_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ON0079_SP_SET: CULVERT
 ON0079_STAMPING: M M 80 1934
 ON0079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0079
 ON0079  HISTORY     - Date     Condition        Report By
 ON0079  HISTORY     - 1934     MONUMENTED       CGS
 ON0079  HISTORY     - 1938     GOOD             NGS
 ON0079  HISTORY     - 1980     MARK NOT FOUND   USGS
 ON0079
 ON0079                          STATION DESCRIPTION
 ON0079
 ON0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 ON0079'3.2 MI NW FROM RICHLAND CENTER.
 ON0079'3.2 MILES NORTHWEST ALONG U.S. HIGHWAY 14 FROM THE COUNTY COURTHOUSE
 ON0079'AT RICHLAND CENTER, RICHLAND COUNTY, AT A DUAL 9- BY 9-FOOT
 ON0079'CONCRETE BOX CULVERT, IN THE TOP OF THE EAST END OF THE SOUTH
 ON0079'CONCRETE HEADWALL, 18 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 ON0079'AND LEVEL WITH THE ROADWAY.
 ON0079
 ON0079                          STATION RECOVERY (1980)
 ON0079
 ON0079'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 ON0079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0080 ***********************************************************************
 ON0080  DESIGNATION -  MM 80 RESET
 ON0080  PID         -  ON0080
 ON0080  STATE/COUNTY-  WI/RICHLAND
 ON0080  USGS QUAD   -  RICHLAND CENTER (1983)
 ON0080
 ON0080                         *CURRENT SURVEY CONTROL
 ON0080  ___________________________________________________________________
 ON0080* NAD 83(1986)-  43 20 52.     (N)    090 26 31.     (W)     SCALED    
 ON0080* NAVD 88     -       240.50   (+/-2cm)     789.0    (feet)  VERTCON   
 ON0080  ___________________________________________________________________
 ON0080  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 ON0080
 ON0080  VERT ORDER  -  THIRD (See Below)
 ON0080
 ON0080.The horizontal coordinates were scaled from a topographic map and have
 ON0080.an estimated accuracy of +/- 6 seconds.
 ON0080
 ON0080.The NAVD 88 height was computed by applying the VERTCON shift value to
 ON0080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ON0080.The vertical order pertains to the NGVD 29 superseded value.
 ON0080
 ON0080.The geoid height was determined by GEOID03.
 ON0080
 ON0080;                    North         East    Units  Estimated Accuracy
 ON0080;SPC WI S     -   149,820.      564,170.      MT  (+/- 180 meters Scaled)
 ON0080
 ON0080                          SUPERSEDED SURVEY CONTROL
 ON0080
 ON0080  NGVD 29 (09/01/04)  240.54   (m)          789.2    (f) RESET       3  
 ON0080
 ON0080.Superseded values are not recommended for survey control.
 ON0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0080.See file dsdata.txt to determine how the superseded data were derived.
 ON0080
 ON0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ073026(NAD 83)
 ON0080_MARKER: DB = BENCH MARK DISK
 ON0080_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ON0080_SP_SET: CULVERT WINGWALL
 ON0080_STAMPING: MM 80 1934 RESET 1961
 ON0080_MARK LOGO: USGS  
 ON0080_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ON0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0080+STABILITY: SURFACE MOTION
 ON0080_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0080+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002
 ON0080
 ON0080  HISTORY     - Date     Condition        Report By
 ON0080  HISTORY     - 1961     MONUMENTED       WIHD
 ON0080  HISTORY     - 1963     GOOD             NGS
 ON0080  HISTORY     - 20020826 GOOD             WIDT
 ON0080
 ON0080                          STATION DESCRIPTION
 ON0080
 ON0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 ON0080'3.2 MI NW FROM RICHLAND CENTER.
 ON0080'ABOUT 3.2 MILES NORTHWEST ALONG U.S. HIGHWAY 14 FROM THE COUNTY
 ON0080'COURTHOUSE AT RICHLAND CENTER, RICHLAND COUNTY, AT A DUAL 8 FT
 ON0080'X 8 FT CONCRETE BOX CULVERT, AND SET IN THE TOP OF THE
 ON0080'SOUTHWEST WINGWALL, 40 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 ON0080'AND ABOUT 6 FEET BELOW THE ROADWAY.
 ON0080
 ON0080                          STATION RECOVERY (2002)
 ON0080
 ON0080'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (TSS)
 ON0080'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 ON0080'STATION FROM THE JUNCTION OF US HIGHWAY 14 (ORANGE STREET) WITH STATE
 ON0080'HIGHWAY 80 (MAIN ST) IN THE CITY OF RICHLAND CENTER, GO NORTH ON US
 ON0080'HIGHWAY 14 (ORANGE STREET) 0.9 MI (1.45 KM) TO WHERE US HIGHWAY 14
 ON0080'TURNS LEFT (6TH STREET) AND GO LEFT ON 6TH STREET, G0 WEST ON US
 ON0080'HIGHWAY 14 (6TH STREET) FOR 2.5 MI (4.02 KM) TO PIER SPRINGS ROAD ON
 ON0080'THE LEFT, CONTINUE WEST ON US HIGHWAY 14 FOR 0.1 MI (0.16 KM) AND THE
 ON0080'STATION ON THE LEFT.  THE STATION IS A BRONZE US COAST AND GEODETIC
 ON0080'SURVEY BENCH MARK DISK SET IN THE TOP OF A WING WALL ABOUT 2 M (6.6
 ON0080'FT) BELOW THE HIGHWAY PAVEMENT.  THE STATION IS 12 M (39.4 FT) SOUTH
 ON0080'OF THE CENTERLINE OF US HIGHWAY 14, 26.7 M (87.6 FT) WEST-SOUTHWEST OF
 ON0080'A WOOD POST FOR A --KEEP RIGHT-- SIGN, 23.4 M (76.8 FT) EAST-SOUTHEAST
 ON0080'OF THE NORTH WOOD POST FOR A --PIER SPRING ROAD-- SIGN, 0.8 M (2.6 FT)
 ON0080'SOUTHEAST OF A STEEL REFLECTIVE POST, AND 0.3 M (1.0 FT) EAST OF AN
 ON0080'ORANGE PLASTIC WITNESS POST.  ---NOTE---THE STATION HAS NO VISIBLE
 ON0080'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT
 ON0080'FOR TREES IN THE SOUTHWEST QUADRANT EXTENDING TO 55 DEGREES ABOVE THE
 ON0080'HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0394 ***********************************************************************
 QM0394  DESIGNATION -  MOBILE
 QM0394  PID         -  QM0394
 QM0394  STATE/COUNTY-  WI/ONEIDA
 QM0394  USGS QUAD   -  TRIPOLI (1971)
 QM0394
 QM0394                         *CURRENT SURVEY CONTROL
 QM0394  ___________________________________________________________________
 QM0394* NAD 83(1991)-  45 33 08.74941(N)    089 53 18.26951(W)     ADJUSTED  
 QM0394* NAVD 88     -       465.411  (meters)    1526.94   (feet)  ADJUSTED  
 QM0394  ___________________________________________________________________
 QM0394  LAPLACE CORR-          -5.07  (seconds)                    DEFLEC99
 QM0394  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 QM0394  DYNAMIC HT  -         465.395 (meters)    1526.88  (feet)  COMP
 QM0394  MODELED GRAV-     980,565.7   (mgal)                       NAVD 88
 QM0394
 QM0394  HORZ ORDER  -  FIRST
 QM0394  VERT ORDER  -  FIRST     CLASS II
 QM0394
 QM0394.The horizontal coordinates were established by classical geodetic methods
 QM0394.and adjusted by the National Geodetic Survey in November 1991..
 QM0394
 QM0394.The orthometric height was determined by differential leveling
 QM0394.and adjusted by the National Geodetic Survey in June 1991..
 QM0394
 QM0394.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0394
 QM0394.The geoid height was determined by GEOID03.
 QM0394
 QM0394.The dynamic height is computed by dividing the NAVD 88
 QM0394.geopotential number by the normal gravity value computed on the
 QM0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0394.degrees latitude (g = 980.6199 gals.).
 QM0394
 QM0394.The modeled gravity was interpolated from observed gravity values.
 QM0394
 QM0394;                    North         East     Units Scale Factor Converg.
 QM0394;SPC WI N     -    42,881.408   608,713.721   MT  1.00000261   +0 04 49.8
 QM0394;SPC WI N     -   140,686.75  1,997,088.27   sFT  1.00000261   +0 04 49.8
 QM0394;SPC WI C     -   191,038.749   608,713.789   MT  1.00001041   +0 04 43.5
 QM0394;SPC WI C     -   626,766.30  1,997,088.49   sFT  1.00001041   +0 04 43.5
 QM0394;UTM  16      - 5,048,379.967   274,549.170   MT  1.00022496   -2 03 46.4
 QM0394
 QM0394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0394!SPC WI N     -   0.99993191  x   1.00000261  =   0.99993452
 QM0394!SPC WI C     -   0.99993191  x   1.00001041  =   0.99994232
 QM0394!UTM  16      -   0.99993191  x   1.00022496  =   1.00015686
 QM0394
 QM0394:                Primary Azimuth Mark                     Grid Az
 QM0394:SPC WI N     -  LOCO                                     102 07 13.3
 QM0394:SPC WI C     -  LOCO                                     102 07 19.6
 QM0394:UTM  16      -  LOCO                                     104 15 49.5
 QM0394
 QM0394|---------------------------------------------------------------------|
 QM0394| PID    Reference Object                     Distance      Geod. Az  |
 QM0394|                                                           dddmmss.s |
 QM0394| QM0395 LOCO                                APPROX. 3.9 KM 1021203.1 |
 QM0394|---------------------------------------------------------------------|
 QM0394
 QM0394                          SUPERSEDED SURVEY CONTROL
 QM0394
 QM0394  NAD 83(1986)-  45 33 08.74584(N)    089 53 18.26732(W) AD(       ) 1
 QM0394  NAD 27      -  45 33 08.83900(N)    089 53 17.76200(W) AD(       ) 1
 QM0394  NGVD 29 (??/??/92)  465.426  (m)         1526.99   (f) ADJ UNCH    1 2
 QM0394
 QM0394.Superseded values are not recommended for survey control.
 QM0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0394.See file dsdata.txt to determine how the superseded data were derived.
 QM0394
 QM0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR7454948380(NAD 83)
 QM0394_MARKER: DS = TRIANGULATION STATION DISK
 QM0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0394_STAMPING: MOBILE 1921 1526.985
 QM0394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0394
 QM0394  HISTORY     - Date     Condition        Report By
 QM0394  HISTORY     - 1921     MONUMENTED       CGS
 QM0394  HISTORY     - 1952     GOOD             CGS
 QM0394  HISTORY     - 1969     GOOD             USGS
 QM0394  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0394
 QM0394                          STATION DESCRIPTION
 QM0394
 QM0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QM0394'THIS STATION IS 3/4 MILE E OF MC CORD, WISCONSIN, ON THE S
 QM0394'SIDE OF TRACK ON THE EXTENSION OF THE N RAIL FROM THE E
 QM0394'ON THE CURVE WHICH BEGINS AT MILEPOST 191.  STATION IS 50
 QM0394'METERS W OF MILEPOST 191, AND 9.54 METERS (31.31 FEET) S
 QM0394'OF S RAIL.  THE MARK IS BY THE MINNEAPOLIS, ST. PAUL AND
 QM0394'SAULT STE. MARIE RAILWAY.
 QM0394'
 QM0394'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 QM0394'DISKS SET IN CONCRETE.
 QM0394
 QM0394                          STATION RECOVERY (1952)
 QM0394
 QM0394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QM0394'STATION MARK RECOVERED IN GOOD CONDITION.  IT IS 54.0
 QM0394'FEET W OF MILEPOST 191, 31.7 FEET S OF S RAIL OF RAILROAD
 QM0394'TRACK, AND SLIGHTLY COVERED OVER WITH DIRT.
 QM0394'
 QM0394'THE REFERENCE MARK WAS NOT LOCATED, PROBABLY COVERED OVER
 QM0394'WITH DIRT.
 QM0394'
 QM0394'THE RAILROAD STATION AT MC CORD HAS BEEN REMOVED.
 QM0394
 QM0394                          STATION RECOVERY (1969)
 QM0394
 QM0394'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 QM0394'0.8 MI E FROM MC CORD.
 QM0394'TO REACH THE STATION FROM THE MINNEAPOLIS, ST. PAUL, AND
 QM0394'SAULT ST. MARIE RAILROAD GRADE CROSSING AT BRADLEY, WISCONSIN,
 QM0394'DRIVE SOUTH ON COUNTY HIGHWAY Y FOR 0.2 MILE TO THE JUNCTION
 QM0394'WITH U.S. HIGHWAY 8.  TURN RIGHT AND GO WEST ON U.S. HIGHWAY 8
 QM0394'FOR 6.9 MILES TO THE JUNCTION WITH COUNTY HIGHWAY CC AT
 QM0394'T-ROAD SOUTH, THIS T-ROAD IS ABOUT 200 FEET WEST OF THE
 QM0394'SPORTSLAND MOTEL.  WALK ABOUT 150 FEET NORTHEAST TO THE RAILROAD
 QM0394'TRACK AND STATION MARK.  THE STATION MARK IS IN LINCOLN COUNTY,
 QM0394'NOT ONEIDA COUNTY.
 QM0394
 QM0394                          STATION RECOVERY (1985)
 QM0394
 QM0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0394'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1324 ***********************************************************************
 PN1324  DESIGNATION -  MOE
 PN1324  PID         -  PN1324
 PN1324  STATE/COUNTY-  WI/PORTAGE
 PN1324  USGS QUAD   -  ROCKY RUN (1991)
 PN1324
 PN1324                         *CURRENT SURVEY CONTROL
 PN1324  ___________________________________________________________________
 PN1324* NAD 83(1991)-  44 32 53.40196(N)    089 38 47.93489(W)     ADJUSTED  
 PN1324* NAVD 88     -       332.8    (meters)    1092.     (feet)  VERTCON   
 PN1324  ___________________________________________________________________
 PN1324  LAPLACE CORR-          -5.83  (seconds)                    DEFLEC99
 PN1324  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 PN1324
 PN1324  HORZ ORDER  -  SECOND
 PN1324
 PN1324.The horizontal coordinates were established by classical geodetic methods
 PN1324.and adjusted by the National Geodetic Survey in November 1991..
 PN1324
 PN1324.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1324
 PN1324.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1324
 PN1324.The geoid height was determined by GEOID03.
 PN1324
 PN1324;                    North         East     Units Scale Factor Converg.
 PN1324;SPC WI C     -    79,491.985   628,077.441   MT  0.99995700   +0 14 57.5
 PN1324;SPC WI C     -   260,799.95  2,060,617.40   sFT  0.99995700   +0 14 57.5
 PN1324;UTM  16      - 4,936,166.946   289,769.408   MT  1.00014355   -1 51 26.4
 PN1324
 PN1324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1324!SPC WI C     -   0.99995341  x   0.99995700  =   0.99991041
 PN1324!UTM  16      -   0.99995341  x   1.00014355  =   1.00009695
 PN1324
 PN1324|---------------------------------------------------------------------|
 PN1324| PID    Reference Object                     Distance      Geod. Az  |
 PN1324|                                                           dddmmss.s |
 PN1324| CS5532 MOE RM 1                              9.235 METERS 17450     |
 PN1324| CS5533 MOE RM 2                             11.303 METERS 27250     |
 PN1324|---------------------------------------------------------------------|
 PN1324
 PN1324                          SUPERSEDED SURVEY CONTROL
 PN1324
 PN1324  NAD 83(1986)-  44 32 53.40129(N)    089 38 47.94412(W) AD(       ) 2
 PN1324  NGVD 29 (03/14/91)  332.8    (m)         1092.     (f) VERT ANG       
 PN1324
 PN1324.Superseded values are not recommended for survey control.
 PN1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1324.See file dsdata.txt to determine how the superseded data were derived.
 PN1324
 PN1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ8976936167(NAD 83)
 PN1324_MARKER: DE = TRAVERSE STATION DISK
 PN1324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN1324_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1324+STABILITY: SURFACE MOTION
 PN1324
 PN1324  HISTORY     - Date     Condition        Report By
 PN1324  HISTORY     - 1982     MONUMENTED       WIDT
 PN1324  HISTORY     - 20001021 GOOD             USPSQD
 PN1324
 PN1324                          STATION DESCRIPTION
 PN1324
 PN1324'DESCRIBED BY WI DEPT OF TRANSP 1982 (LTK)
 PN1324'THE STATION IS LOCATED ON RIGHT OF WAY OF USH 10 ABOUT 6 MILES
 PN1324'SOUTHEAST OF JUNCTION CITY AND 3 MILES NORTHWEST OF STEVENS POINT.
 PN1324'
 PN1324'TO REACH THE STATION FROM THE JUNCTION OF CTH P AND USH 10 NEAR THE
 PN1324'WEST EDGE OF STEVENS POINT, GO NORTHWEST ON USH 10 FOR 2.45 MILES TO
 PN1324'THE JUNCTION WITH CTH M TO THE LEFT AND RIVERVIEW DRIVE TO THE RIGHT.
 PN1324'CONTINUE NORTHWEST ON USH 10 FOR 0.75 MILE TO THE STATION ON THE LEFT
 PN1324'OPPOSITE THE LIGHTHOUSE TAVERN ON THE RIGHT.
 PN1324'
 PN1324'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---MOE 1982---.  THE
 PN1324'SURFACE DISK IS SET IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL
 PN1324'CONCRETE MONUMENT WHICH PROJECTS 3 INCHES ABOVE GROUND.  IT IS 101.9
 PN1324'FEET SOUTHEAST OF A TELEPHONE POLE, 98.4 FEET SOUTHWEST OF THE CENTER
 PN1324'OF USH 10, 50.5 FEET NORTHEAST OF THE CENTER OF THE NORTHEAST SET OF
 PN1324'RAILROAD TRACKS, 30.3 FEET NORTH OF A TELEPHONE POLE, AND 2.9 FEET
 PN1324'SOUTHWEST OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 PN1324'IRREGULAR MASS OF CONCRETE 4.5 FEET BELOW GROUND.
 PN1324'
 PN1324'REFERENCE MARK 1 IS A STANDARD WIDT DISK STAMPED---MOE RM 1 1982---SET
 PN1324'IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT WHICH
 PN1324'PROJECTS 2 INCHES ABOVE GROUND.  IT IS 125.7 FEET SOUTHEAST OF A
 PN1324'TELEPHONE POLE, 115.5 FEET SOUTHWEST OF THE CENTER OF USH 10, 32.6
 PN1324'FEET NORTHEAST OF THE CENTER OF THE NORTHEAST SET OF RAILROAD TRACKS,
 PN1324'3.2 FEET NORTHWEST OF A TELEPHONE POLE, AND 2 FEET HIGHER THAN THE
 PN1324'STATION.
 PN1324'
 PN1324'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---MOE RM 2 1982---SET
 PN1324'IN THE TOP OF A 12 INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT WHICH
 PN1324'PROJECTS 2 INCHES ABOVE GROUND.  IT IS 127.3 FEET SOUTHWEST OF THE
 PN1324'CENTER OF USH 10, 76.3 FEET SOUTHEAST OF A TELEPHONE POLE, 53.4 FEET
 PN1324'NORTHWEST OF A TELEPHONE POLE, 23.9 FEET NORTHEAST OF THE CENTER OF
 PN1324'THE NORTHEAST SET OF RAILROAD TRACKS, AND 2 FEET HIGHER THAN THE
 PN1324'STATION.
 PN1324'
 PN1324'THE HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS 1.58 METERS.
 PN1324
 PN1324                          STATION RECOVERY (2000)
 PN1324
 PN1324'RECOVERY NOTE BY US POWER SQUADRON 2000 (DS)
 PN1324'REFERENCE MARK 1 - NOT FOUND.
 PN1324'REFERENCE MARK 2 - NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB8508 ***********************************************************************
 AB8508  DESIGNATION -  MOLLETTE LAKE
 AB8508  PID         -  AB8508
 AB8508  STATE/COUNTY-  WI/BURNETT
 AB8508  USGS QUAD   -  BIRCH ISLAND LAKE (1982)
 AB8508
 AB8508                         *CURRENT SURVEY CONTROL
 AB8508  ___________________________________________________________________
 AB8508* NAD 83(1997)-  45 54 29.83067(N)    092 12 34.08776(W)     ADJUSTED  
 AB8508* NAVD 88     -       300.6    (meters)     986.     (feet)  GPS OBS   
 AB8508  ___________________________________________________________________
 AB8508  X           -    -171,400.160 (meters)                     COMP
 AB8508  Y           -  -4,442,532.641 (meters)                     COMP
 AB8508  Z           -   4,558,356.916 (meters)                     COMP
 AB8508  LAPLACE CORR-          -6.85  (seconds)                    DEFLEC99
 AB8508  ELLIP HEIGHT-         273.73  (meters)          (01/30/03) GPS OBS
 AB8508  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AB8508
 AB8508  HORZ ORDER  -  FIRST
 AB8508  ELLP ORDER  -  FOURTH    CLASS I
 AB8508
 AB8508.The horizontal coordinates were established by GPS observations
 AB8508.and adjusted by the National Geodetic Survey in January 2003..
 AB8508
 AB8508.The orthometric height was determined by GPS observations and a
 AB8508.high-resolution geoid model.
 AB8508
 AB8508.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8508
 AB8508.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8508
 AB8508.The ellipsoidal height was determined by GPS observations
 AB8508.and is referenced to NAD 83.
 AB8508
 AB8508.The geoid height was determined by GEOID03.
 AB8508
 AB8508;                    North         East     Units Scale Factor Converg.
 AB8508;SPC WI N     -    84,810.534   428,594.426   MT  0.99995555   -1 35 37.8
 AB8508;SPC WI N     -   278,249.23  1,406,146.88   sFT  0.99995555   -1 35 37.8
 AB8508;UTM  15      - 5,084,161.361   561,313.656   MT  0.99964622   +0 34 04.1
 AB8508
 AB8508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8508!SPC WI N     -   0.99995709  x   0.99995555  =   0.99991264
 AB8508!UTM  15      -   0.99995709  x   0.99964622  =   0.99960332
 AB8508
 AB8508                          SUPERSEDED SURVEY CONTROL
 AB8508
 AB8508  NAD 83(1991)-  45 54 29.83026(N)    092 12 34.08595(W) AD(       ) 1
 AB8508  ELLIP H (12/09/96)  273.77   (m)                       GP(       ) 4 1
 AB8508
 AB8508.Superseded values are not recommended for survey control.
 AB8508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8508.See file dsdata.txt to determine how the superseded data were derived.
 AB8508
 AB8508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6131484161(NAD 83)
 AB8508_MARKER: DD = SURVEY DISK
 AB8508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8508_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8508+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB8508
 AB8508  HISTORY     - Date     Condition        Report By
 AB8508  HISTORY     - 1993     MONUMENTED       WI-013
 AB8508
 AB8508                          STATION DESCRIPTION
 AB8508
 AB8508'DESCRIBED BY BURNETT COUNTY WISCONSIN 1993
 AB8508'THE STATION IS LOCATED 16.2 KM (10.05 MI) SOUTHEAST OF THE VILLAGE OF
 AB8508'DANBURY (WHERE STATE TRUNK HIGHWAY 77 AND STATE TRUNK HIGHWAY 35
 AB8508'INTERSECT) , 12.4 KM (7.70 MI) NORTHEAST OF THE VILLAGE OF WEBSTER IN
 AB8508'THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, SECTION 34, T40N,
 AB8508'R15W, TOWN OF JACKSON.  TO REACH THE STATION FROM THE VILLAGE OF
 AB8508'WEBSTER (WHERE STATE TRUNK HIGHWAY 35 AND COUNTY ROAD FF MEET) GO
 AB8508'NORTH ALONG STATE TRUNK HIGHWAY 35 2.0 KM (1.25 MI) TO COUNTY ROAD A,
 AB8508'GO EAST ALONG COUNTY ROAD A 8.6 KM (5.35 MI) TO WHERE COUNTY ROAD A
 AB8508'TURNS SHARPLY NORTH, CONTINUE NORTH ALONG COUNTY ROAD A .77 KM (0.45
 AB8508'MI) TO MALLARD LAKE ROAD, GO EAST ALONG MALLARD LAKE ROAD 3.42 KM
 AB8508'(2.10 MI) TO STATION LOCATED 22 FEET (6.7 M) NORTH OF ROAD, 602 FEET
 AB8508'(183.5 M) WEST OF PRATT ROAD, SOUTH OF MARSHY AREA.  FIBERGLASS
 AB8508'WITNESS POST SET 3 FEET (0.9 M) NORTH OF THE STATION.  THE STATION
 AB8508'MARKER IS SET IN A 30 CM ROUND CONCRETE MONUMENT 3 CM BELOW THE GROUND
 AB8508'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL1611 ***********************************************************************
 RL1611  DESIGNATION -  MONAHAN
 RL1611  PID         -  RL1611
 RL1611  STATE/COUNTY-  WI/VILAS
 RL1611  USGS QUAD   -  STAR LAKE (1982)
 RL1611
 RL1611                         *CURRENT SURVEY CONTROL
 RL1611  ___________________________________________________________________
 RL1611* NAD 83(1991)-  46 04 59.21060(N)    089 22 56.73131(W)     ADJUSTED  
 RL1611* NAVD 88     -       569.     (meters)    1867.     (feet)  SCALED    
 RL1611  ___________________________________________________________________
 RL1611  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 RL1611  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 RL1611
 RL1611  HORZ ORDER  -  FIRST
 RL1611
 RL1611.The horizontal coordinates were established by classical geodetic methods
 RL1611.and adjusted by the National Geodetic Survey in November 1991..
 RL1611
 RL1611.The orthometric height was scaled from a topographic map.
 RL1611
 RL1611.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1611
 RL1611.The geoid height was determined by GEOID03.
 RL1611
 RL1611;                    North         East     Units Scale Factor Converg.
 RL1611;SPC WI N     -   102,043.362   647,764.649   MT  0.99994643   +0 26 43.8
 RL1611;SPC WI N     -   334,787.26  2,125,207.85   sFT  0.99994643   +0 26 43.8
 RL1611;SPC MI N     -   147,231.457 7,815,770.492   MT  0.99990903   -1 43 19.2
 RL1611;SPC MI N     -   483,042.84 25,642,291.64   iFT  0.99990903   -1 43 19.2
 RL1611;UTM  16      - 5,106,041.519   315,801.639   MT  1.00001711   -1 42 60.0
 RL1611
 RL1611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1611!SPC WI N     -   0.99991571  x   0.99994643  =   0.99986215
 RL1611!SPC MI N     -   0.99991571  x   0.99990903  =   0.99982475
 RL1611!UTM  16      -   0.99991571  x   1.00001711  =   0.99993282
 RL1611
 RL1611:                Primary Azimuth Mark                     Grid Az
 RL1611:SPC WI N     -  SYLVANIA                                 016 13 56.2
 RL1611:SPC MI N     -  SYLVANIA                                 018 23 59.2
 RL1611:UTM  16      -  SYLVANIA                                 018 23 40.0
 RL1611
 RL1611|---------------------------------------------------------------------|
 RL1611| PID    Reference Object                     Distance      Geod. Az  |
 RL1611|                                                           dddmmss.s |
 RL1611| RL1608 SYLVANIA                            APPROX.18.7 KM 0164040.0 |
 RL1611| CJ3348 MONAHAN RM 1                         27.060 METERS 16840     |
 RL1611| RL1610 MONAHAN TOWER L                       7.038 METERS 20615     |
 RL1611| QM0742 MUSKELLUNGE LOT D USGS 1940         APPROX.19.7 KM 2384514.0 |
 RL1611| CJ3349 MONAHAN RM 2                         35.641 METERS 29355     |
 RL1611|---------------------------------------------------------------------|
 RL1611
 RL1611                          SUPERSEDED SURVEY CONTROL
 RL1611
 RL1611  NAD 83(1986)-  46 04 59.20702(N)    089 22 56.72839(W) AD(       ) 1
 RL1611  NAD 27      -  46 04 59.38700(N)    089 22 56.22100(W) AD(       ) 1
 RL1611
 RL1611.Superseded values are not recommended for survey control.
 RL1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1611.See file dsdata.txt to determine how the superseded data were derived.
 RL1611
 RL1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS1580206042(NAD 83)
 RL1611_MARKER: DS = TRIANGULATION STATION DISK
 RL1611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1611_STAMPING: MONAHAN 1940
 RL1611_MARK LOGO: CGS   
 RL1611_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RL1611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1611+STABILITY: SURFACE MOTION
 RL1611_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1611+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2005
 RL1611
 RL1611  HISTORY     - Date     Condition        Report By
 RL1611  HISTORY     - 1940     MONUMENTED       CGS
 RL1611  HISTORY     - 1952     GOOD             CGS
 RL1611  HISTORY     - 19990516 GOOD             WIDNR
 RL1611  HISTORY     - 20051004 GOOD             WIDT
 RL1611  HISTORY     - 20051005 GOOD             WIDT
 RL1611
 RL1611                          STATION DESCRIPTION
 RL1611
 RL1611'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 RL1611'LOCATED 6 MILES WEST OF CONOVER, 10 MILES SOUTHWEST OF LAND
 RL1611'O LAKES, 13 MILES NORTHWEST OF EAGLE RIVER IN NORTHWEST QUARTER
 RL1611'OF SEC. 33, T. 42 N., R. 9 E.
 RL1611'
 RL1611'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 RL1611'DISKS SET IN CONCRETE.
 RL1611'RESPECTIVELY.  THERE IS NO AZIMUTH MARK.
 RL1611'
 RL1611'TO REACH FROM LAND OLAKES GO SOUTH FROM THE STATE LINE ON U.S.
 RL1611'HIGHWAY 45 FOR 8.65 MILES AND TURN RIGHT, WEST, ON PAVED
 RL1611'ROAD, GO 2.2 MILES AND TURN RIGHT, NORTH, ON GRAVELED ROAD, GO 0.9
 RL1611'MILE AND TURN LEFT, WEST, GO 1.25 MILES AND TAKE RIGHT FORK,
 RL1611'GO 1.6 MILES AND TAKE RIGHT FORK, GO 0.95 MILE TO FOREST SERVICE
 RL1611'GATE ACROSS ROAD.  (KEY AT RANGERS OFFICE IN CONOVER.) PASS
 RL1611'THROUGH GATE, GO 1.75 MILES AND TAKE RIGHT FORK UP HILL, GO
 RL1611'0.35 MILE TO END OF ROAD, LOOKOUT TOWER AND STATION.
 RL1611'
 RL1611'STATION MARK IS IN THICK WOODS, ON NORTH SLOPE OF SMALL KNOB
 RL1611'OCCUPIED BY MONAHAN LOOKOUT TOWER, 22.6 FEET NORTHEAST OF
 RL1611'NORTHWEST LEG OF TOWER, 10.5 FEET NORTH-NORTHWEST OF NORTHEAST
 RL1611'LEG OF TOWER, STAMPED MONAHAN 1940, PROJECTS 3 INCHES.
 RL1611'UNDERGROUND MARK 38 INCHES BENEATH SURFACE.
 RL1611'
 RL1611'REFERENCE MARK NO. 1 IS ONE FOOT LOWER THAN STATION, 72 FEET
 RL1611'SOUTHEAST OF CENTER OF LOOKOUT TOWER, STAMPED MONAHAN NO. 1 1940,
 RL1611'PROJECTS 3 INCHES.
 RL1611'
 RL1611'REFERENCE MARK NO. 2 IS 7 FEET LOWER THAN STATION, 119 FEET
 RL1611'WEST OF CENTER OF LOOKOUT TOWER, AT WEST EDGE OF ROAD, STAMPED
 RL1611'MONAHAN NO. 2 1940, PROJECTS 3 INCHES.
 RL1611'
 RL1611'NOTHING VISIBLE FROM GROUND EXCEPT REFERENCE MARKS AND MONAHAN
 RL1611'LOOKOUT TOWER.
 RL1611'
 RL1611'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 RL1611
 RL1611                          STATION RECOVERY (1952)
 RL1611
 RL1611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 RL1611'STATION RECOVERED, STATION MARK AND BOTH REFERENCE MARKS
 RL1611'WERE FOUND AS PREVIOUSLY DESCRIBED AND ARE IN GOOD CONDITION.
 RL1611'
 RL1611'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS GOOD EXCEPT
 RL1611'GO 0.75 MILE FROM LOCKED GATE INSTEAD OF 1.75 MILES AS PREVIOUSLY
 RL1611'DESCRIBED.
 RL1611
 RL1611                          STATION RECOVERY (1999)
 RL1611
 RL1611'RECOVERY NOTE BY WI DEPT OF NAT RES 1999 (KAP)
 RL1611'STATION RECOVERED BY MR. KEITH A. POSTO.  MONAHAN 1940 MARK REPORTED
 RL1611'IN GOOD-TO-EXCELLENT CONDITION.  USGS MARK MONAHAN TOWER L 1934
 RL1611'REPORTED IN FAIR-TO-GOOD CONDITION.  A DISCREPANCY WAS NOTED IN THE
 RL1611'RELATIONSHIP BETWEEN THESE TWO MARKS.  THE USGS MARK STAMPED--MONAHAN
 RL1611'TOWER L 1934--IS SOUTH-SOUTHWEST OF THE TRIANGULATION STATION
 RL1611'STAMPED--MONAHAN 1940.  IT IS NOT NORTH-NORTHEAST OF THE TRIANGULATION
 RL1611'STATION AS REPORTED IN 1940.
 RL1611
 RL1611                          STATION RECOVERY (2005)
 RL1611
 RL1611'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1611'RECOVERED IN GOOD CONDITION. ADD-THE STATION IS 0.3 M SOUTHWEST OF AN
 RL1611'ORANGE FIBERGLASS WITNESS POST. -NOTE-THE CONCRETE BASE HAS A FEW
 RL1611'PIECES MISSING BUT MONUMENT IS IN STABLE CONDITION.  -NOTE2-ACCESS TO
 RL1611'THE STATION IS THROUGH PRIVATE PROPERTY GUARDED BY A LOCKED GATE,
 RL1611'CONTACT LOCAL DNR RANGER STATION AT --(715)365-8900-- FOR ACCESS TO
 RL1611'THE STATION.
 RL1611
 RL1611                          STATION RECOVERY (2005)
 RL1611
 RL1611'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1611'RECOVERED IN GOOD CONDITION. ADD-THE STATION IS 0.3 M SOUTHWEST OF AN
 RL1611'ORANGE FIBERGLASS WITNESS POST. -NOTE-THE CONCRETE BASE HAS A FEW
 RL1611'PIECES MISSING BUT MONUMENT IS IN STABLE CONDITION.  -NOTE2-ACCESS TO
 RL1611'THE STATION IS THROUGH PRIVATE PROPERTY GUARDED BY A LOCKED GATE,
 RL1611'CONTACT LOCAL DNR RANGER STATION AT --(715)365-8900-- FOR ACCESS TO
 RL1611'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL1610 ***********************************************************************
 RL1610  DESIGNATION -  MONAHAN TOWER L
 RL1610  PID         -  RL1610
 RL1610  STATE/COUNTY-  WI/VILAS
 RL1610  USGS QUAD   -  STAR LAKE (1982)
 RL1610
 RL1610                         *CURRENT SURVEY CONTROL
 RL1610  ___________________________________________________________________
 RL1610* NAD 83(1991)-  46 04 59.00615(N)    089 22 56.87615(W)     ADJUSTED  
 RL1610* NAVD 88     -       569.     (meters)    1867.     (feet)  SCALED    
 RL1610  ___________________________________________________________________
 RL1610  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 RL1610  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 RL1610
 RL1610  HORZ ORDER  -  SECOND
 RL1610
 RL1610.The horizontal coordinates were established by classical geodetic methods
 RL1610.and adjusted by the National Geodetic Survey in November 1991..
 RL1610
 RL1610.The orthometric height was scaled from a topographic map.
 RL1610
 RL1610.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1610
 RL1610.The geoid height was determined by GEOID03.
 RL1610
 RL1610;                    North         East     Units Scale Factor Converg.
 RL1610;SPC WI N     -   102,037.026   647,761.586   MT  0.99994643   +0 26 43.7
 RL1610;SPC WI N     -   334,766.48  2,125,197.80   sFT  0.99994643   +0 26 43.7
 RL1610;SPC MI N     -   147,225.242 7,815,767.192   MT  0.99990904   -1 43 19.3
 RL1610;SPC MI N     -   483,022.45 25,642,280.81   iFT  0.99990904   -1 43 19.3
 RL1610;UTM  16      - 5,106,035.302   315,798.339   MT  1.00001712   -1 43 00.0
 RL1610
 RL1610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1610!SPC WI N     -   0.99991571  x   0.99994643  =   0.99986215
 RL1610!SPC MI N     -   0.99991571  x   0.99990904  =   0.99982476
 RL1610!UTM  16      -   0.99991571  x   1.00001712  =   0.99993283
 RL1610
 RL1610                          SUPERSEDED SURVEY CONTROL
 RL1610
 RL1610  NAD 83(1986)-  46 04 59.00256(N)    089 22 56.87324(W) AD(       ) 2
 RL1610  NAD 27      -  46 04 59.18300(N)    089 22 56.36600(W) AD(       ) 2
 RL1610
 RL1610.Superseded values are not recommended for survey control.
 RL1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1610.See file dsdata.txt to determine how the superseded data were derived.
 RL1610
 RL1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS1579806035(NAD 83)
 RL1610_MARKER: DD = SURVEY DISK
 RL1610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1610_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RL1610_STAMPING: MONAHAN TOWER L 1934
 RL1610_MARK LOGO: USGS  
 RL1610_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL1610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1610+STABILITY: SURFACE MOTION
 RL1610_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1610+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2005
 RL1610
 RL1610  HISTORY     - Date     Condition        Report By
 RL1610  HISTORY     - 1934     MONUMENTED       USGS
 RL1610  HISTORY     - 1940     GOOD             USGS
 RL1610  HISTORY     - 19990516 GOOD             WIDNR
 RL1610  HISTORY     - 20051004 GOOD             WIDT
 RL1610  HISTORY     - 20051005 GOOD             WIDT
 RL1610
 RL1610                          STATION DESCRIPTION
 RL1610
 RL1610'DESCRIBED BY US GEOLOGICAL SURVEY 1940 (KBJ)
 RL1610'STATION IS 6 MILES WEST OF CONOVER, 10 MILES SOUTHWEST OF LAND
 RL1610'OLAKES, 13 MILES NORTHWEST OF EAGLE RIVER IN NORTHWEST QUARTER
 RL1610'OF SEC. 33, T. 42 N., R. 9 E.
 RL1610'
 RL1610'TO REACH FROM LANDOLAKES GO SOUTH FROM STATE LINE ON U.S.
 RL1610'HIGHWAY 45 FOR 8.65 MILES AND TURN RIGHT, WEST, ON PAVED ROAD, GO
 RL1610'2.2 MILES AND TURN RIGHT, NORTH, ON GRAVELED ROAD, GO 0.9 MILE
 RL1610'AND TURN LEFT, WEST, GO 1.25 MILES AND TAKE RIGHT FORK, GO
 RL1610'1.6 MILES AND TAKE RIGHT FORK, GO 0.95 MILE TO FOREST SERVICE
 RL1610'GATE ACROSS ROAD.  (KEY AT RANGERS OFFICE IN CONOVER.) PASS
 RL1610'THROUGH GATE, GO 1.75 MILES AND TAKE RIGHT FORK UP HILL, GO
 RL1610'0.35 MILE TO END OF ROAD, LOOKOUT TOWER AND STATION.
 RL1610'
 RL1610'STATION MARK IS IN THICK WOODS, ON HIGHEST PART OF SMALL
 RL1610'KNOB OCCUPIED BY U.S. FOREST SERVICE LOOKOUT TOWER, MONAHAN.
 RL1610'MARK IS STANDARD U.S. GEOLOGICAL SURVEY BRONZE TABLET SET IN
 RL1610'8-INCH SQUARE-CONCRETE POST, SET AT CENTER OF TOWER LEGS, 7.038
 RL1610'METERS NORTH-NORTHEAST OF TRIANGULATION STATION MONAHAN,
 RL1610'STAMPED MONAHAN TOWER, L 1934, PROJECTS 6 INCHES.
 RL1610
 RL1610                          STATION RECOVERY (1999)
 RL1610
 RL1610'RECOVERY NOTE BY WI DEPT OF NAT RES 1999 (KAP)
 RL1610'STATION RECOVERED BY MR. KEITH A. POSTO.  MONAHAN 1940 MARK REPORTED
 RL1610'IN GOOD-TO-EXCELLENT CONDITION.  USGS MARK MONAHAN TOWER L 1934
 RL1610'REPORTED IN FAIR-TO-GOOD CONDITION.  A DISCREPANCY WAS NOTED IN THE
 RL1610'RELATIONSHIP BETWEEN THESE TWO MARKS.  THE USGS MARK STAMPED--MONAHAN
 RL1610'TOWER L 1934--IS SOUTH-SOUTHWEST OF THE TRIANGULATION STATION
 RL1610'STAMPED--MONAHAN 1940.  IT IS NOT NORTH-NORTHEAST OF THE TRIANGULATION
 RL1610'STATION AS REPORTED IN 1940.
 RL1610
 RL1610                          STATION RECOVERY (2005)
 RL1610
 RL1610'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1610'RECOVERED IN GOOD CONDITION.  ADD-THE STATION IS 0.3 M NORTHWEST OF AN
 RL1610'ORANGE FIBERGLASS WITNESS POST, AND PROTRUDES 30 CM ABOVE THE ADJACENT
 RL1610'GROUND, ---NOTE-THE DISK HAS MULTIPLE CHIPS IN IT MAKING THE LABELING
 RL1610'DIFFICULT TO READ -NOTE2-ACCESS TO THE STATION IS THROUGH PRIVATE
 RL1610'PROPERTY GUARDED BY A LOCKED GATE, CONTACT LOCAL DNR RANGER STATION AT
 RL1610'--(715)365-8900-- FOR ACCESS TO THE STATION.
 RL1610
 RL1610                          STATION RECOVERY (2005)
 RL1610
 RL1610'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1610'RECOVERED IN GOOD CONDITION.  ADD-THE STATION IS 0.3 M NORTHWEST OF AN
 RL1610'ORANGE FIBERGLASS WITNESS POST, AND PROTRUDES 30 CM ABOVE THE ADJACENT
 RL1610'GROUND, ---NOTE-THE DISK HAS MULTIPLE CHIPS IN IT MAKING THE LABELING
 RL1610'DIFFICULT TO READ -NOTE2-ACCESS TO THE STATION IS THROUGH PRIVATE
 RL1610'PROPERTY GUARDED BY A LOCKED GATE, CONTACT LOCAL DNR RANGER STATION AT
 RL1610'--(715)365-8900-- FOR ACCESS TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0875 ***********************************************************************
 NJ0875  DESIGNATION -  MONFORT
 NJ0875  PID         -  NJ0875
 NJ0875  STATE/COUNTY-  WI/GRANT
 NJ0875  USGS QUAD   -  MONTFORT (1978)
 NJ0875
 NJ0875                         *CURRENT SURVEY CONTROL
 NJ0875  ___________________________________________________________________
 NJ0875* NAD 83(1991)-  42 57 35.47717(N)    090 25 43.09618(W)     ADJUSTED  
 NJ0875* NAVD 88     -       361.     (meters)    1184.     (feet)  SCALED    
 NJ0875  ___________________________________________________________________
 NJ0875  LAPLACE CORR-          -4.45  (seconds)                    DEFLEC99
 NJ0875  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 NJ0875
 NJ0875  HORZ ORDER  -  THIRD
 NJ0875
 NJ0875.The horizontal coordinates were established by classical geodetic methods
 NJ0875.and adjusted by the National Geodetic Survey in October 1999..
 NJ0875
 NJ0875.The orthometric height was scaled from a topographic map.
 NJ0875
 NJ0875.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0875
 NJ0875.The geoid height was determined by GEOID03.
 NJ0875
 NJ0875;                    North         East     Units Scale Factor Converg.
 NJ0875;SPC WI S     -   106,720.761   565,027.192   MT  0.99996204   -0 17 40.3
 NJ0875;SPC WI S     -   350,133.03  1,853,760.05   sFT  0.99996204   -0 17 40.3
 NJ0875;UTM  15      - 4,759,565.074   709,729.014   MT  1.00014116   +1 45 10.7
 NJ0875
 NJ0875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0875!SPC WI S     -   0.99994861  x   0.99996204  =   0.99991065
 NJ0875!UTM  15      -   0.99994861  x   1.00014116  =   1.00008976
 NJ0875
 NJ0875:                Primary Azimuth Mark                     Grid Az
 NJ0875:SPC WI S     -  HIGHLAND RAD STA WHHI FM TOWER           026 30 09.9
 NJ0875:UTM  15      -  HIGHLAND RAD STA WHHI FM TOWER           024 27 18.9
 NJ0875
 NJ0875|---------------------------------------------------------------------|
 NJ0875| PID    Reference Object                     Distance      Geod. Az  |
 NJ0875|                                                           dddmmss.s |
 NJ0875| ON1049 HIGHLAND RAD STA WHHI FM TOWER      APPROX.11.0 KM 0261229.6 |
 NJ0875| CI9367 MONFORT RM 1                         30.053 METERS 08946     |
 NJ0875| CI9366 MONFORT AZ MK                                      1774944.6 |
 NJ0875| CI9368 MONFORT RM 2                         11.271 METERS 18109     |
 NJ0875|---------------------------------------------------------------------|
 NJ0875
 NJ0875                          SUPERSEDED SURVEY CONTROL
 NJ0875
 NJ0875  NAD 83(1991)-  42 57 35.47717(N)    090 25 43.09618(W) AD(       ) 3
 NJ0875  NAD 83(1991)-  42 57 35.47561(N)    090 25 43.09472(W) AD(       ) 3
 NJ0875  NAD 83(1986)-  42 57 35.47080(N)    090 25 43.09883(W) AD(       ) 3
 NJ0875  NAD 27      -  42 57 35.50140(N)    090 25 42.65590(W) AD(       ) 3
 NJ0875
 NJ0875.Superseded values are not recommended for survey control.
 NJ0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0875.See file dsdata.txt to determine how the superseded data were derived.
 NJ0875
 NJ0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH0972959565(NAD 83)
 NJ0875_MARKER: DS = TRIANGULATION STATION DISK
 NJ0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0875
 NJ0875  HISTORY     - Date     Condition        Report By
 NJ0875  HISTORY     - 1958     MONUMENTED       CGS
 NJ0875  HISTORY     - 19980923 GOOD             USPSQD
 NJ0875
 NJ0875                          STATION DESCRIPTION
 NJ0875
 NJ0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 NJ0875'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF HIGHLAND AND
 NJ0875'ABOUT 1/2 MILE SOUTH OF MONFORT, IN THE SE 1/4 OF SEC. 25, T-6-N,
 NJ0875'R-1-W, AND IS ON HIGHWAY PROPERTY.  IT IS 2 FEET EAST OF A
 NJ0875'FENCE, 4 FEET SOUTH OF A WHITE WITNESS POST AND 50 FEET WEST
 NJ0875'OF THE CENTERLINE OF STATE HIGHWAY 80.  THE MONUMENT IS
 NJ0875'FLUSH AND THE DISK IS STAMPED MONFORT 1958.
 NJ0875'
 NJ0875'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 80 AND
 NJ0875'U.S. HIGHWAY 18, AT THE SOUTHEAST EDGE OF MONFORT, GO SOUTH ON
 NJ0875'STATE HIGHWAY 80 FOR 0.45 MILE TO THE STATION ON THE RIGHT
 NJ0875'AS DESCRIBED.
 NJ0875'
 NJ0875'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON STATE
 NJ0875'HIGHWAY 80 FOR 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 NJ0875'DESCRIBED.
 NJ0875'
 NJ0875'REFERENCE MARK 1 IS 47 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 NJ0875'80, 68 FEET SOUTH OF A POWER POLE AND 2 FEET WEST OF A FENCE.
 NJ0875'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MONFORT NO 1
 NJ0875'1958.
 NJ0875'
 NJ0875'REFERENCE MARK 2 IS 25 FEET NORTH OF A TELEPHONE POLE, 1 FOOT
 NJ0875'EAST OF A FENCE AND 49 FEET WEST OF THE CENTERLINE OF STATE
 NJ0875'HIGHWAY 80.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 NJ0875'MONFORT NO 2 1958.
 NJ0875'
 NJ0875'THE AZIMUTH MARK IS 50 FEET EAST OF THE CENTERLINE OF STATE
 NJ0875'HIGHWAY 80, 3 FEET NORTH OF A POWER POLE AND 2 FEET NORTH OF A
 NJ0875'WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 NJ0875'MONFORT 1958.
 NJ0875'
 NJ0875'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NJ0875
 NJ0875                          STATION RECOVERY (1998)
 NJ0875
 NJ0875'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0875'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0667 ***********************************************************************
 QM0667  DESIGNATION -  MONICO
 QM0667  PID         -  QM0667
 QM0667  STATE/COUNTY-  WI/ONEIDA
 QM0667  USGS QUAD   -  MONICO (1965)
 QM0667
 QM0667                         *CURRENT SURVEY CONTROL
 QM0667  ___________________________________________________________________
 QM0667* NAD 83(1991)-  45 35 40.47235(N)    089 13 39.97233(W)     ADJUSTED  
 QM0667* NAVD 88     -       509.     (meters)    1670.     (feet)  SCALED    
 QM0667  ___________________________________________________________________
 QM0667  LAPLACE CORR-          -5.91  (seconds)                    DEFLEC99
 QM0667  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 QM0667
 QM0667  HORZ ORDER  -  FIRST
 QM0667
 QM0667.The horizontal coordinates were established by classical geodetic methods
 QM0667.and adjusted by the National Geodetic Survey in November 1991..
 QM0667
 QM0667.The orthometric height was scaled from a topographic map.
 QM0667
 QM0667.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0667
 QM0667.The geoid height was determined by GEOID03.
 QM0667
 QM0667;                    North         East     Units Scale Factor Converg.
 QM0667;SPC WI N     -    47,852.344   660,253.617   MT  0.99999505   +0 33 25.4
 QM0667;SPC WI N     -   156,995.57  2,166,182.08   sFT  0.99999505   +0 33 25.4
 QM0667;SPC WI C     -   196,003.488   660,255.125   MT  1.00001939   +0 32 41.5
 QM0667;SPC WI C     -   643,054.78  2,166,187.02   sFT  1.00001939   +0 32 41.5
 QM0667;UTM  16      - 5,051,417.531   326,243.925   MT  0.99997120   -1 35 30.9
 QM0667
 QM0667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0667!SPC WI N     -   0.99992531  x   0.99999505  =   0.99992036
 QM0667!SPC WI C     -   0.99992531  x   1.00001939  =   0.99994470
 QM0667!UTM  16      -   0.99992531  x   0.99997120  =   0.99989651
 QM0667
 QM0667:                Primary Azimuth Mark                     Grid Az
 QM0667:SPC WI N     -  MONICO AZ MK                             189 44 24.3
 QM0667:SPC WI C     -  MONICO AZ MK                             189 45 08.2
 QM0667:UTM  16      -  MONICO AZ MK                             191 53 20.6
 QM0667
 QM0667|---------------------------------------------------------------------|
 QM0667| PID    Reference Object                     Distance      Geod. Az  |
 QM0667|                                                           dddmmss.s |
 QM0667| QM0524 MONICO AZ MK                                       1901749.7 |
 QM0667| QM0669 MONICO USGS 1940                     16.703 METERS 20536     |
 QM0667| CJ5765 MONICO RM 1                          35.064 METERS 20722     |
 QM0667| QM0668 MONICO LOOKOUT TOWER 1940             9.123 METERS 23736     |
 QM0667| CJ5766 MONICO RM 2                          20.140 METERS 27701     |
 QM0667| QM0673 RHINELANDER POLICE RADIO MAST       APPROX.15.3 KM 2801312.0 |
 QM0667| QM0675 RHINELANDER PAPER CO STACK          APPROX.15.8 KM 2881711.7 |
 QM0667| QM0678 RHINELANDER PAPER CO CEN STK        APPROX.15.8 KM 2882438.9 |
 QM0667| QM0676 RHINELANDER PAPER CO NW STACK       APPROX.15.8 KM 2882732.6 |
 QM0667| QM0679 RHINELANDER MUNICIPAL TANK          APPROX.15.9 KM 2904547.8 |
 QM0667| QM0686 RHINELANDER RAD STA WOBT MAST       APPROX.12.6 KM 2910347.3 |
 QM0667|---------------------------------------------------------------------|
 QM0667
 QM0667                          SUPERSEDED SURVEY CONTROL
 QM0667
 QM0667  NAD 83(1986)-  45 35 40.46995(N)    089 13 39.97139(W) AD(       ) 1
 QM0667  NAD 27      -  45 35 40.62300(N)    089 13 39.53200(W) AD(       ) 1
 QM0667
 QM0667.Superseded values are not recommended for survey control.
 QM0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0667.See file dsdata.txt to determine how the superseded data were derived.
 QM0667
 QM0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR2624451418(NAD 83)
 QM0667_MARKER: DS = TRIANGULATION STATION DISK
 QM0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0667
 QM0667  HISTORY     - Date     Condition        Report By
 QM0667  HISTORY     - 1940     MONUMENTED       CGS
 QM0667  HISTORY     - 1952     GOOD             CGS
 QM0667
 QM0667                          STATION DESCRIPTION
 QM0667
 QM0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 QM0667'STATION IS ABOUT 9 MILES EAST-SOUTHEAST OF RHINELANDER AND 4
 QM0667'MILES WEST-NORTHWEST OF MONICO, AT THE SITE OF THE MONICO LOOKOUT
 QM0667'TOWER, NEAR THE CENTER OF SEC. 22, T. 36 N., R. 10 E., ON
 QM0667'LAND OWNED BY THE STATE.  MARK IS 15 FEET EAST-NORTHEAST OF THE
 QM0667'NORTHEAST LEG OF FIRE TOWER, 72.5 FEET NORTH-NORTHEAST OF THE
 QM0667'NORTHWEST CORNER OF RANGERS CABIN.  MARK PROJECTS 3 INCHES
 QM0667'AND DISK IS STAMPED MONICO 1940.
 QM0667'
 QM0667'TO REACH STATION FROM MONICO, GO WEST ON U.S. ROUTE 8 FOR
 QM0667'0.45 MILE TO JUNCTION WITH U.S. ROUTE 45.  CONTINUE WEST
 QM0667'FOR 3.15 MILES TO AZIMUTH MARK ON RIGHT, CONTINUE FOR 0.4
 QM0667'MILE TO WHERE OLD U.S. ROUTE 8 BEARS RIGHT, TURN RIGHT AND
 QM0667'GO 0.1 MILE TO TRUCK ROAD RIGHT AND SIGN MONICO LOOKOUT TOWER.
 QM0667'TURN RIGHT AND CROSS RAILROAD, FOLLOWING TRUCK ROAD FOR 1.0
 QM0667'MILE TO FIRE TOWER AND STATION.
 QM0667'
 QM0667'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QM0667'BRONZE DISKS.
 QM0667'
 QM0667'REFERENCE MARK NO. 1 IS SOUTH-SOUTHWEST OF STATION IN THE
 QM0667'WEST EDGE OF CLEARING, 78 FEET SOUTH-SOUTHWEST OF SOUTHWEST
 QM0667'LEG OF FIRE TOWER, AND 30 FEET WEST OF SOUTHWEST CORNER OF
 QM0667'RANGERS CABIN.  THE MARK PROJECTS 4 INCHES AND DISK IS
 QM0667'STAMPED MONICO NO. 1 1940.
 QM0667'
 QM0667'REFERENCE MARK NO. 2 IS WEST OF STATION IN THE WEST EDGE OF
 QM0667'CLEARING 32.8 FEET WEST-NORTHWEST OF NORTHWEST LEG OF FIRE
 QM0667'TOWER.  MARK PROJECTS 3 INCHES AND DISK IS STAMPED MONICO
 QM0667'R.M. NO. 2 1940.
 QM0667'
 QM0667'AZIMUTH MARK IS SOUTH OF STATION, 53 FEET NORTH OF THE CENTER
 QM0667'LINE OF U.S. ROUTE 8, SET IN BEDROCK ON A SMALL BARE KNOLL.
 QM0667'HIGHEST POINT OF THIS KNOLL IS ABOUT 60 FEET NORTHEAST OF
 QM0667'MARK AND IS ABOUT 3 FEET HIGHER.
 QM0667
 QM0667                          STATION RECOVERY (1952)
 QM0667
 QM0667'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QM0667'ALL MARKS WERE FOUND IN GOOD CONDITION BUT A DISCREPANCY
 QM0667'WAS FOUND IN THE DISTANCES AND DIRECTIONS TO THE REFERENCE
 QM0667'MARKS.
 QM0667'
 QM0667'THE LOOKOUT TOWER THAT WAS MENTION IN THE 1940 DESCRIPTION
 QM0667'HAS BEEN REMOVED.
 QM0667'
 QM0667'A NEW TO REACH AS FOLLOWS--
 QM0667'
 QM0667'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 8
 QM0667'AND 45 ABOUT 0.45 MILE WEST OF MONICO, GO WEST ON U.S. HIGHWAY
 QM0667'8 FOR 3.15 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 QM0667'AHEAD FOR 0.4 MILE TO WHERE OLD U.S. HIGHWAY 8 TURNS RIGHT,
 QM0667'TURN RIGHT NORTH FOR 0.1 MILE TO A TRACK ROAD RIGHT, TURN
 QM0667'RIGHT EAST ON TRACK ROAD FOR 0.5 MILE TO A FORK, TAKE LEFT
 QM0667'FORK NORTH FOR 0.4 MILE TO END OF ROAD AND STATION AS
 QM0667'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0524 ***********************************************************************
 QM0524  DESIGNATION -  MONICO AZ MK
 QM0524  PID         -  QM0524
 QM0524  STATE/COUNTY-  WI/ONEIDA
 QM0524  USGS QUAD   -  MONICO (1965)
 QM0524
 QM0524                         *CURRENT SURVEY CONTROL
 QM0524  ___________________________________________________________________
 QM0524* NAD 83(1986)-  45 35 02.     (N)    089 13 48.     (W)     SCALED    
 QM0524* NAVD 88     -       484.477  (meters)    1589.49   (feet)  ADJUSTED  
 QM0524  ___________________________________________________________________
 QM0524  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 QM0524  DYNAMIC HT  -         484.445 (meters)    1589.38  (feet)  COMP
 QM0524  MODELED GRAV-     980,535.1   (mgal)                       NAVD 88
 QM0524
 QM0524  VERT ORDER  -  FIRST     CLASS II
 QM0524
 QM0524.The horizontal coordinates were scaled from a topographic map and have
 QM0524.an estimated accuracy of +/- 6 seconds.
 QM0524
 QM0524.The orthometric height was determined by differential leveling
 QM0524.and adjusted by the National Geodetic Survey in June 1991..
 QM0524
 QM0524.The geoid height was determined by GEOID03.
 QM0524
 QM0524.The dynamic height is computed by dividing the NAVD 88
 QM0524.geopotential number by the normal gravity value computed on the
 QM0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0524.degrees latitude (g = 980.6199 gals.).
 QM0524
 QM0524.The modeled gravity was interpolated from observed gravity values.
 QM0524
 QM0524;                    North         East    Units  Estimated Accuracy
 QM0524;SPC WI N     -    46,660.      660,090.      MT  (+/- 180 meters Scaled)
 QM0524
 QM0524                          SUPERSEDED SURVEY CONTROL
 QM0524
 QM0524.No superseded survey control is available for this station.
 QM0524
 QM0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR260502(NAD 83)
 QM0524_MARKER: DZ = AZIMUTH MARK DISK
 QM0524_SETTING: 66 = SET IN ROCK OUTCROP
 QM0524_SP_SET: ROCK OUTCROP
 QM0524_STAMPING: MONICO 1940
 QM0524_MARK LOGO: CGS   
 QM0524_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QM0524+STABILITY: POSITION/ELEVATION WELL
 QM0524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QM0524+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2005
 QM0524
 QM0524  HISTORY     - Date     Condition        Report By
 QM0524  HISTORY     - 1940     MONUMENTED       CGS
 QM0524  HISTORY     - 1985     GOOD             NGS
 QM0524  HISTORY     - 20021210 GOOD             USPSQD
 QM0524  HISTORY     - 20040326 GOOD             USPSQD
 QM0524  HISTORY     - 20051003 GOOD             WIDT
 QM0524
 QM0524                          STATION DESCRIPTION
 QM0524
 QM0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QM0524'16.6 KM (10.3 MI) EAST FROM RHINELANDER.
 QM0524'16.6 KM (10.3 MI) EASTERLY ALONG U.S. HIGHWAY 8 FROM ITS JUNCTION WITH
 QM0524'ONEIDA AVENUE IN RHINELANDER, IN THE CENTER OF A 5 BY 12 FOOT EXPOSED
 QM0524'AREA OF OUTCROPPING BEDROCK, 0.6 KM (0.35 MI) EAST OF THE INTERSECTION
 QM0524'OF OLD 8 ROAD, 16.2 M (53.1 FT) NORTH OF THE CENTERLINE OF THE
 QM0524'HIGHWAY, 1.6 M (5.2 FT) NORTHEAST OF THE SOUTHWEST END OF THE OUTCROP,
 QM0524'AND 0.8 M (2.6 FT) SOUTHEAST OF THE NORTHWEST END OF THE OUTCROP.
 QM0524'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
 QM0524
 QM0524                          STATION RECOVERY (2002)
 QM0524
 QM0524'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 QM0524'RECOVERED IN GOOD CONDITION.
 QM0524
 QM0524                          STATION RECOVERY (2004)
 QM0524
 QM0524'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0524'RECOVERED IN GOOD CONDITION.
 QM0524
 QM0524                          STATION RECOVERY (2005)
 QM0524
 QM0524'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0524'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0668 ***********************************************************************
 QM0668  DESIGNATION -  MONICO LOOKOUT TOWER 1940
 QM0668  PID         -  QM0668
 QM0668  STATE/COUNTY-  WI/ONEIDA
 QM0668  USGS QUAD   -  MONICO (1965)
 QM0668
 QM0668                         *CURRENT SURVEY CONTROL
 QM0668  ___________________________________________________________________
 QM0668* NAD 83(1991)-  45 35 40.31398(N)    089 13 40.32769(W)     ADJUSTED  
 QM0668* NAVD 88     -       509.     (meters)    1670.     (feet)  SCALED    
 QM0668  ___________________________________________________________________
 QM0668  LAPLACE CORR-          -5.91  (seconds)                    DEFLEC99
 QM0668  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 QM0668
 QM0668  HORZ ORDER  -  THIRD
 QM0668
 QM0668.The horizontal coordinates were established by classical geodetic methods
 QM0668.and adjusted by the National Geodetic Survey in November 1991..
 QM0668
 QM0668.The orthometric height was scaled from a topographic map.
 QM0668
 QM0668.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0668
 QM0668.The geoid height was determined by GEOID03.
 QM0668
 QM0668;                    North         East     Units Scale Factor Converg.
 QM0668;SPC WI N     -    47,847.380   660,245.963   MT  0.99999506   +0 33 25.2
 QM0668;SPC WI N     -   156,979.28  2,166,156.96   sFT  0.99999506   +0 33 25.2
 QM0668;SPC WI C     -   195,998.526   660,247.469   MT  1.00001938   +0 32 41.3
 QM0668;SPC WI C     -   643,038.50  2,166,161.90   sFT  1.00001938   +0 32 41.3
 QM0668;UTM  16      - 5,051,412.858   326,236.091   MT  0.99997123   -1 35 31.2
 QM0668
 QM0668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0668!SPC WI N     -   0.99992531  x   0.99999506  =   0.99992037
 QM0668!SPC WI C     -   0.99992531  x   1.00001938  =   0.99994469
 QM0668!UTM  16      -   0.99992531  x   0.99997123  =   0.99989654
 QM0668
 QM0668                          SUPERSEDED SURVEY CONTROL
 QM0668
 QM0668  NAD 83(1986)-  45 35 40.31159(N)    089 13 40.32676(W) AD(       ) 4
 QM0668  NAD 27      -  45 35 40.46500(N)    089 13 39.88700(W) AD(       ) 3
 QM0668
 QM0668.Superseded values are not recommended for survey control.
 QM0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0668.See file dsdata.txt to determine how the superseded data were derived.
 QM0668
 QM0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR2623651413(NAD 83)
 QM0668_MARKER: 57 = LOOKOUT TOWER
 QM0668
 QM0668  HISTORY     - Date     Condition        Report By
 QM0668  HISTORY     - 1940     FIRST OBSERVED   CGS
 QM0668  HISTORY     - 20021202 MARK NOT FOUND   USPSQD
 QM0668  HISTORY     - 20040325 MARK NOT FOUND   USPSQD
 QM0668
 QM0668                          STATION DESCRIPTION
 QM0668
 QM0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 QM0668'TOWER IS LOCATED ABOUT 9 MILES EAST-SOUTHEAST OF RHINELANDER
 QM0668'AND 4 MILES WEST-NORTHWEST OF MONICO.  TOWER IS 9.123 METERS
 QM0668'SOUTHWEST OF TRIANGULATION STATION MONICO (U.S.C. AND G.S.,
 QM0668'1940), FROM WHICH IT WAS LOCATED BY DISTANCE AND AZIMUTH.
 QM0668'POINT LOCATED WAS OBTAINED BY BISECTING LOWER LEGS.  TOWER
 QM0668'IS 130 FEET HIGH.
 QM0668'
 QM0668'TO REACH TOWER FROM VILLAGE OF MONICO, GO WEST ON U.S. ROUTE
 QM0668'8 FOR 0.45 MILE TO JUNCTION WITH U.S. ROUTE 45.  CONTINUE
 QM0668'WEST ON U.S. ROUTE 8 FOR 3.55 MILES TO POINT WHERE OLD U.S.
 QM0668'ROUTE BEARS RIGHT, TURN RIGHT ON OLD ROAD AND GO 0.1 MILE
 QM0668'TO TRUCK ROAD RIGHT AND SIGN MONICO LOOKOUT TOWER.  TURN
 QM0668'RIGHT AND FOLLOW TRUCK ROAD FOR 1.0 MILE TO LOOKOUT TOWER.
 QM0668
 QM0668                          STATION RECOVERY (2002)
 QM0668
 QM0668'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 QM0668'NOT FOUND.  ACCORDING TO A RESIDENT, THE LOOKOUT TOWER WAS TAKEN DOWN
 QM0668'PRIOR TO 1960.
 QM0668
 QM0668                          STATION RECOVERY (2004)
 QM0668
 QM0668'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0668'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0669 ***********************************************************************
 QM0669  DESIGNATION -  MONICO USGS 1940
 QM0669  PID         -  QM0669
 QM0669  STATE/COUNTY-  WI/ONEIDA
 QM0669  USGS QUAD   -  MONICO (1965)
 QM0669
 QM0669                         *CURRENT SURVEY CONTROL
 QM0669  ___________________________________________________________________
 QM0669* NAD 83(1991)-  45 35 39.98444(N)    089 13 40.30534(W)     ADJUSTED  
 QM0669* NAVD 88     -       509.     (meters)    1670.     (feet)  SCALED    
 QM0669  ___________________________________________________________________
 QM0669  LAPLACE CORR-          -5.91  (seconds)                    DEFLEC99
 QM0669  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 QM0669
 QM0669  HORZ ORDER  -  SECOND
 QM0669
 QM0669.The horizontal coordinates were established by classical geodetic methods
 QM0669.and adjusted by the National Geodetic Survey in November 1991..
 QM0669
 QM0669.The orthometric height was scaled from a topographic map.
 QM0669
 QM0669.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0669
 QM0669.The geoid height was determined by GEOID03.
 QM0669
 QM0669;                    North         East     Units Scale Factor Converg.
 QM0669;SPC WI N     -    47,837.211   660,246.547   MT  0.99999507   +0 33 25.2
 QM0669;SPC WI N     -   156,945.92  2,166,158.88   sFT  0.99999507   +0 33 25.2
 QM0669;SPC WI C     -   195,988.357   660,248.051   MT  1.00001936   +0 32 41.3
 QM0669;SPC WI C     -   643,005.13  2,166,163.81   sFT  1.00001936   +0 32 41.3
 QM0669;UTM  16      - 5,051,402.675   326,236.292   MT  0.99997123   -1 35 31.2
 QM0669
 QM0669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0669!SPC WI N     -   0.99992531  x   0.99999507  =   0.99992038
 QM0669!SPC WI C     -   0.99992531  x   1.00001936  =   0.99994467
 QM0669!UTM  16      -   0.99992531  x   0.99997123  =   0.99989654
 QM0669
 QM0669                          SUPERSEDED SURVEY CONTROL
 QM0669
 QM0669  NAD 83(1986)-  45 35 39.98205(N)    089 13 40.30442(W) AD(       ) 2
 QM0669  NAD 27      -  45 35 40.13500(N)    089 13 39.86500(W) AD(       ) 2
 QM0669
 QM0669.Superseded values are not recommended for survey control.
 QM0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0669.See file dsdata.txt to determine how the superseded data were derived.
 QM0669
 QM0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR2623651403(NAD 83)
 QM0669
 QM0669  HISTORY     - Date     Condition        Report By
 QM0669  HISTORY     - UNK      MONUMENTED
 QM0669  HISTORY     - 1940     GOOD             USGS
 QM0669
 QM0669                          STATION DESCRIPTION
 QM0669
 QM0669'DESCRIBED BY US GEOLOGICAL SURVEY 1940 (KBJ)
 QM0669'MARK IS LOCATED AT THE SITE OF THE U.S. FOREST SERVICE LOOKOUT TOWER
 QM0669'MONICO ABOUT 9 MILES EAST-SOUTHEAST OF RHINELANDER AND 4
 QM0669'MILES WEST-NORTHWEST OF MONICO.  MARK IS 23.5 FEET
 QM0669'SOUTH-SOUTHWEST OF THE SOUTHEAST LEG OF LOOKOUT TOWER, 17 FEET
 QM0669'NORTHWEST OF NORTHEAST CORNER OF RANGERS CABIN, 16.700 METERS
 QM0669'SOUTH-SOUTHWEST OF STATION MONICO (U.S.C. AND G.S., 1940),
 QM0669'18.370 METERS NORTH-NORTHEAST OF REFERENCE MARK NO. 1, MONICO,
 QM0669'1940, AND 21.685 METERS SOUTHEAST OF REFERENCE MARK NO. 2,
 QM0669'MONICO, 1940.  LOCATED BY DISTANCE AND AZIMUTH FROM MONICO,
 QM0669'1940.  MARK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK
 QM0669'STAMPED MONICO, 1935 SET IN THE TOP OF AN 8- BY 8-INCH
 QM0669'CONCRETE POST PROJECTING 2 INCHES.
 QM0669'
 QM0669'TO REACH STATION FROM VILLAGE OF MONICO, GO WEST ON U.S.
 QM0669'ROUTE 8 FOR 0.45 MILE TO JUNCTION WITH U.S. ROUTE 45.  CONTINUE
 QM0669'WEST ON U.S. ROUTE 8 FOR 3.55 MILES TO POINT WHERE OLD U.S.
 QM0669'NO. 8 BEARS RIGHT, TURN RIGHT ON OLD ROAD AND GO 0.1 MILE
 QM0669'TO TRUCK ROAD RIGHT AND SIGN MONICO LOOKOUT TOWER.  TURN
 QM0669'RIGHT AND FOLLOW TRUCK ROAD FOR 1.0 MILE TO LOOKOUT TOWER
 QM0669'AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4920 ***********************************************************************
 DG4920  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4920  DESIGNATION -  MONONA GPS
 DG4920  PID         -  DG4920
 DG4920  STATE/COUNTY-  WI/DANE
 DG4920  USGS QUAD   -  MADISON EAST (1983)
 DG4920
 DG4920                         *CURRENT SURVEY CONTROL
 DG4920  ___________________________________________________________________
 DG4920* NAD 83(1997)-  43 03 06.49933(N)    089 17 26.82404(W)     ADJUSTED  
 DG4920* NAVD 88     -       263.07   (meters)     863.1    (feet)  GPS OBS   
 DG4920  ___________________________________________________________________
 DG4920  X           -      57,782.107 (meters)                     COMP
 DG4920  Y           -  -4,667,835.894 (meters)                     COMP
 DG4920  Z           -   4,331,865.255 (meters)                     COMP
 DG4920  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 DG4920  ELLIP HEIGHT-         228.76  (meters)          (04/02/04) GPS OBS
 DG4920  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 DG4920
 DG4920  HORZ ORDER  -  FIRST
 DG4920  ELLP ORDER  -  FOURTH    CLASS I
 DG4920
 DG4920.The horizontal coordinates were established by GPS observations
 DG4920.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4920
 DG4920.The orthometric height was determined by GPS observations and a
 DG4920.high-resolution geoid model using precise GPS observation and
 DG4920.processing techniques.
 DG4920
 DG4920.Photographs are available for this station.
 DG4920
 DG4920.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4920
 DG4920.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4920
 DG4920.The ellipsoidal height was determined by GPS observations
 DG4920.and is referenced to NAD 83.
 DG4920
 DG4920.The geoid height was determined by GEOID03.
 DG4920
 DG4920;                    North         East     Units Scale Factor Converg.
 DG4920;SPC WI S     -   117,091.187   657,777.988   MT  0.99995104   +0 29 14.3
 DG4920;SPC WI S     -   384,156.67  2,158,059.95   sFT  0.99995104   +0 29 14.3
 DG4920;UTM  16      - 4,769,114.464   313,435.418   MT  1.00002820   -1 33 51.4
 DG4920
 DG4920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4920!SPC WI S     -   0.99996413  x   0.99995104  =   0.99991517
 DG4920!UTM  16      -   0.99996413  x   1.00002820  =   0.99999233
 DG4920
 DG4920                          SUPERSEDED SURVEY CONTROL
 DG4920
 DG4920.No superseded survey control is available for this station.
 DG4920
 DG4920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1343569114(NAD 83)
 DG4920_MARKER: DD = SURVEY DISK
 DG4920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4920_STAMPING: MONONA GPS 2002
 DG4920_MARK LOGO: WIDT  
 DG4920_PROJECTION: FLUSH
 DG4920_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4920+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG4920
 DG4920  HISTORY     - Date     Condition        Report By
 DG4920  HISTORY     - 2002     MONUMENTED       WIDT
 DG4920  HISTORY     - 2003     GOOD             WIDT
 DG4920
 DG4920                          STATION DESCRIPTION
 DG4920
 DG4920'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DG4920'THE STATION IS LOCATED IN THE TOWN OF MONONA.  OWNERSHIP--WISCONSIN
 DG4920'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 DG4920'OF US HIGHWAY 51 (STOUGHTON ROAD)  WITH US HIGHWAYS 12 AND 18 IN THE
 DG4920'TOWN OF MONONA, GO NORTH ON US HIGHWAY 51 (STOUGHTON ROAD) FOR 0.1 KM
 DG4920'TO DUTCH MILLS ROAD (FIRST STOP LIGHT), TURN RIGHT AND GO EAST ON
 DG4920'DUTCH MILLS ROAD FOR 1.6 KM TO AGRICULTURE DRIVE AND THE STATION ON
 DG4920'THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DG4920'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DG4920'A 41-CM CONCRETE POST SET TO THE DEPTH OF 2.4 M AND ABOUT LEVEL WITH
 DG4920'THE HIGHWAY PAVEMENT.  THE STATION IS 9.0 M NORTH OF THE CENTERLINE OF
 DG4920'THE WESTBOUND LANES OF FEMRITE ROAD, 7.0 M NORTHEAST OF A --NO PARKING
 DG4920'ANYTIME-- SIGN, 71 M EAST OF THE CENTERLINE OF AGRICULTURE ROAD.
 DG4920'---NOTE---THE STATION IS NORTH, EAST AND WEST OF THREE ORANGE 4X4
 DG4920'PLASTIC WITNESS POSTS.  ---NOTE 2---THIS STATION HAS NO VISIBLE
 DG4920'OBSTUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT
 DG4920'FOR A HIGH VOLTAGE POWER LINE TO THE SOUTH EXTENDING TO 25 DEGREES
 DG4920'ABOVE THE HORIZON.  ---NOTE 3---DUTCH MILLS ROAD TURNS INTO FEMRITE
 DG4920'ROAD AT THE INTERSECTION WITH  AGRICULTURE ROAD.
 DG4920' 
 DG4920'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1068 ***********************************************************************
 OM1068  DESIGNATION -  MONONA MUNICIPAL TANK
 OM1068  PID         -  OM1068
 OM1068  STATE/COUNTY-  WI/DANE
 OM1068  USGS QUAD   -  MADISON EAST (1983)
 OM1068
 OM1068                         *CURRENT SURVEY CONTROL
 OM1068  ___________________________________________________________________
 OM1068* NAD 83(1991)-  43 03 17.37549(N)    089 19 27.04494(W)     ADJUSTED  
 OM1068* NAVD 88     -                                                        
 OM1068  ___________________________________________________________________
 OM1068  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 OM1068  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 OM1068
 OM1068  HORZ ORDER  -  THIRD
 OM1068
 OM1068.The horizontal coordinates were established by classical geodetic methods
 OM1068.and adjusted by the National Geodetic Survey in November 1991..
 OM1068
 OM1068
 OM1068.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1068
 OM1068.The geoid height was determined by GEOID03.
 OM1068
 OM1068;                    North         East     Units Scale Factor Converg.
 OM1068;SPC WI S     -   117,404.197   655,054.748   MT  0.99995072   +0 27 51.7
 OM1068;SPC WI S     -   385,183.60  2,149,125.45   sFT  0.99995072   +0 27 51.7
 OM1068;UTM  16      - 4,769,524.797   310,724.902   MT  1.00004073   -1 35 13.9
 OM1068
 OM1068                          SUPERSEDED SURVEY CONTROL
 OM1068
 OM1068  NAD 83(1986)-  43 03 17.36721(N)    089 19 27.04701(W) AD(       ) 4
 OM1068  NAD 27      -  43 03 17.38500(N)    089 19 26.61500(W) AD(       ) 3
 OM1068
 OM1068.Superseded values are not recommended for survey control.
 OM1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1068.See file dsdata.txt to determine how the superseded data were derived.
 OM1068
 OM1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1072569525(NAD 83)
 OM1068_MARKER: 53 = ELEVATED TANK
 OM1068
 OM1068  HISTORY     - Date     Condition        Report By
 OM1068  HISTORY     - 1958     FIRST OBSERVED   CGS
 OM1068  HISTORY     - 1988     GOOD             USPSQD
 OM1068  HISTORY     - 19970208 GOOD             USPSQD
 OM1068  HISTORY     - 20021227 GOOD             USPSQD
 OM1068
 OM1068                          STATION DESCRIPTION
 OM1068
 OM1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1068'THE STATION IS THE CENTER OF THE TOP OF THE TANK LOCATED ABOUT
 OM1068'0.1 MILE EAST OF THE INTERSECTION OF MONONA DRIVE AND FROST
 OM1068'WOODS ROAD.  IT IS A SPHERICAL TANK PAINTED WHITE AND THE
 OM1068'OVERALL HEIGHT IS 100 FEET.
 OM1068
 OM1068                          STATION RECOVERY (1988)
 OM1068
 OM1068'RECOVERY NOTE BY US POWER SQUADRON 1988 (MLB)
 OM1068'RECOVERED IN GOOD CONDITION.
 OM1068
 OM1068                          STATION RECOVERY (1997)
 OM1068
 OM1068'RECOVERY NOTE BY US POWER SQUADRON 1997
 OM1068'RECOVERED IN GOOD CONDITION.
 OM1068
 OM1068                          STATION RECOVERY (2002)
 OM1068
 OM1068'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM1068'RECOVERED IN GOOD CONDITION.  RAILINGS ARE ATTACHED TO THE SIDES AND
 OM1068'TOP OF THE TANK.  A SECOND AND NEWER WATER TOWER IS PRESENT TO THE
 OM1068'NORTHEAST WHICH HAS MONONA PAINTED IN BLUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0152 ***********************************************************************
 QM0152  DESIGNATION -  MONROE
 QM0152  PID         -  QM0152
 QM0152  STATE/COUNTY-  WI/FOREST
 QM0152  USGS QUAD   -  LAONA (1972)
 QM0152
 QM0152                         *CURRENT SURVEY CONTROL
 QM0152  ___________________________________________________________________
 QM0152* NAD 83(1991)-  45 31 23.55495(N)    088 39 23.26671(W)     ADJUSTED  
 QM0152* NAVD 88     -       482.208  (meters)    1582.04   (feet)  ADJUSTED  
 QM0152  ___________________________________________________________________
 QM0152  LAPLACE CORR-          -5.14  (seconds)                    DEFLEC99
 QM0152  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 QM0152  DYNAMIC HT  -         482.166 (meters)    1581.91  (feet)  COMP
 QM0152  MODELED GRAV-     980,514.2   (mgal)                       NAVD 88
 QM0152
 QM0152  HORZ ORDER  -  FIRST
 QM0152  VERT ORDER  -  FIRST     CLASS II
 QM0152
 QM0152.The horizontal coordinates were established by classical geodetic methods
 QM0152.and adjusted by the National Geodetic Survey in November 1991..
 QM0152
 QM0152.The orthometric height was determined by differential leveling
 QM0152.and adjusted by the National Geodetic Survey in June 1991..
 QM0152
 QM0152.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0152
 QM0152.The geoid height was determined by GEOID03.
 QM0152
 QM0152.The dynamic height is computed by dividing the NAVD 88
 QM0152.geopotential number by the normal gravity value computed on the
 QM0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0152.degrees latitude (g = 980.6199 gals.).
 QM0152
 QM0152.The modeled gravity was interpolated from observed gravity values.
 QM0152
 QM0152;                    North         East     Units Scale Factor Converg.
 QM0152;SPC WI N     -    40,515.371   704,960.952   MT  1.00000817   +0 58 09.1
 QM0152;SPC WI N     -   132,924.18  2,312,859.39   sFT  1.00000817   +0 58 09.1
 QM0152;UTM  16      - 5,042,409.504   370,639.331   MT  0.99980574   -1 10 55.6
 QM0152
 QM0152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0152!SPC WI N     -   0.99992975  x   1.00000817  =   0.99993792
 QM0152!UTM  16      -   0.99992975  x   0.99980574  =   0.99973550
 QM0152
 QM0152:                Primary Azimuth Mark                     Grid Az
 QM0152:SPC WI N     -  IRON                                     206 19 47.0
 QM0152:UTM  16      -  IRON                                     208 28 51.7
 QM0152
 QM0152|---------------------------------------------------------------------|
 QM0152| PID    Reference Object                     Distance      Geod. Az  |
 QM0152|                                                           dddmmss.s |
 QM0152| QM0153 IRON                                APPROX. 1.2 KM 2071756.1 |
 QM0152|---------------------------------------------------------------------|
 QM0152
 QM0152                          SUPERSEDED SURVEY CONTROL
 QM0152
 QM0152  NAD 83(1986)-  45 31 23.55468(N)    088 39 23.28905(W) AD(       ) 1
 QM0152  NAD 27      -  45 31 23.69500(N)    088 39 22.87900(W) AD(       ) 1
 QM0152  NGVD 29 (??/??/92)  482.192  (m)         1581.99   (f) ADJ UNCH    1 2
 QM0152
 QM0152.Superseded values are not recommended for survey control.
 QM0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0152.See file dsdata.txt to determine how the superseded data were derived.
 QM0152
 QM0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR7063942410(NAD 83)
 QM0152_MARKER: DS = TRIANGULATION STATION DISK
 QM0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0152_STAMPING: MONROE 1921
 QM0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0152+STABILITY: SURFACE MOTION
 QM0152
 QM0152  HISTORY     - Date     Condition        Report By
 QM0152  HISTORY     - 1921     MONUMENTED       CGS
 QM0152  HISTORY     - 1934     GOOD             NGS
 QM0152  HISTORY     - 1971     MARK NOT FOUND   USGS
 QM0152  HISTORY     - 1972     SEE DESCRIPTION  USGS
 QM0152  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0152  HISTORY     - 20051206 MARK NOT FOUND   WIDT
 QM0152
 QM0152                          STATION DESCRIPTION
 QM0152
 QM0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0152'STATION IS ABOUT 3/8 MILE S OF BLACKWELL JUNCTION, 50 METERS
 QM0152'N OF MILEPOST G.B. 86, 18.34 METERS (60.18 FEET) E OF THE E
 QM0152'RAIL OF THE CHICAGO AND NORTHWESTERN RAILWAY ON THE HIGHEST
 QM0152'POINT OF E BANK OF DEEP CUT AT THIS MILEPOST.
 QM0152'
 QM0152'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 QM0152'DISKS SET IN CONCRETE.
 QM0152'
 QM0152'DISTANCE FROM MARK TO RAIL IS AT AN INCLINE OF 25 DEG.
 QM0152
 QM0152                          STATION RECOVERY (1934)
 QM0152
 QM0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QM0152'0.4 MI S FROM BLACKWELL JUNCTION.
 QM0152'3/8 MILE SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 QM0152'BLACKWELL JUNCTION, FOREST COUNTY, 55 YARDS NORTH OF MILEPOST
 QM0152'GB 86, AT THE HIGHEST POINT OF THE EAST BANK OF A DEEP CUT, AND
 QM0152'60.2 FEET (SLOPE DISTANCE) EAST OF THE EAST RAIL.  A STANDARD
 QM0152'TRIANGULATION-STATION DISK, STAMPED MONROE 1921 AND SET IN THE
 QM0152'TOP OF A CONCRETE POST.
 QM0152
 QM0152                          STATION RECOVERY (1971)
 QM0152
 QM0152'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (WRM)
 QM0152'NOT FOUND.
 QM0152
 QM0152                          STATION RECOVERY (1972)
 QM0152
 QM0152'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (REK)
 QM0152'THIS STATION WAS REPORTED NOT FOUND IN SEPT 1971 BY W.R.M., IT
 QM0152'WAS FOUND THIS YEAR, DESTROYED.  THE CONCRETE POST IS NEAR BY,
 QM0152'THE UNDERGROUND MARK CAN PROBABLY BE RECOVERED.
 QM0152
 QM0152                          STATION RECOVERY (1985)
 QM0152
 QM0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0152'MARK NOT FOUND.
 QM0152
 QM0152                          STATION RECOVERY (2005)
 QM0152
 QM0152'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0152'MARK NOT FOUND.  ADD-- A PREVIOUS DESCRIPTION DESCRIBES THIS MONUMENT
 QM0152'AS DESTROYED. THE TRACKS HAVE BEEN REMOVED AND THE AREA REGRADED. NO
 QM0152'EVIDENCE OF THE STATION WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0759 ***********************************************************************
 NH0759  DESIGNATION -  MONROE
 NH0759  PID         -  NH0759
 NH0759  STATE/COUNTY-  WI/GREEN
 NH0759  USGS QUAD   -  MONROE (1982)
 NH0759
 NH0759                         *CURRENT SURVEY CONTROL
 NH0759  ___________________________________________________________________
 NH0759* NAD 83(1991)-  42 35 35.89042(N)    089 38 22.09924(W)     ADJUSTED  
 NH0759* NAVD 88     -       334.877  (meters)    1098.68   (feet)  ADJUSTED  
 NH0759  ___________________________________________________________________
 NH0759  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 NH0759  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 NH0759  DYNAMIC HT  -         334.774 (meters)    1098.34  (feet)  COMP
 NH0759  MODELED GRAV-     980,301.2   (mgal)                       NAVD 88
 NH0759
 NH0759  HORZ ORDER  -  FIRST
 NH0759  VERT ORDER  -  SECOND    CLASS I
 NH0759
 NH0759.The horizontal coordinates were established by classical geodetic methods
 NH0759.and adjusted by the National Geodetic Survey in November 1991..
 NH0759
 NH0759.The orthometric height was determined by differential leveling
 NH0759.and adjusted by the National Geodetic Survey in June 1991..
 NH0759
 NH0759.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0759
 NH0759.The geoid height was determined by GEOID03.
 NH0759
 NH0759.The dynamic height is computed by dividing the NAVD 88
 NH0759.geopotential number by the normal gravity value computed on the
 NH0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0759.degrees latitude (g = 980.6199 gals.).
 NH0759
 NH0759.The modeled gravity was interpolated from observed gravity values.
 NH0759
 NH0759;                    North         East     Units Scale Factor Converg.
 NH0759;SPC WI S     -    65,975.465   629,591.775   MT  1.00003118   +0 14 51.8
 NH0759;SPC WI S     -   216,454.50  2,065,585.68   sFT  1.00003118   +0 14 51.8
 NH0759;SPC IL W     -   658,116.950   743,267.901   MT  0.99996420   +0 21 24.5
 NH0759;SPC IL W     - 2,159,172.03  2,438,538.11   sFT  0.99996420   +0 21 24.5
 NH0759;UTM  16      - 4,719,030.576   283,440.965   MT  1.00017703   -1 47 13.4
 NH0759
 NH0759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0759!SPC WI S     -   0.99995275  x   1.00003118  =   0.99998393
 NH0759!SPC IL W     -   0.99995275  x   0.99996420  =   0.99991695
 NH0759!UTM  16      -   0.99995275  x   1.00017703  =   1.00012977
 NH0759
 NH0759:                Primary Azimuth Mark                     Grid Az
 NH0759:SPC WI S     -  MONROE GREEN CO CTHSE TWR                000 11 41.2
 NH0759:SPC IL W     -  MONROE GREEN CO CTHSE TWR                000 05 08.5
 NH0759:UTM  16      -  MONROE GREEN CO CTHSE TWR                002 13 46.4
 NH0759
 NH0759|---------------------------------------------------------------------|
 NH0759| PID    Reference Object                     Distance      Geod. Az  |
 NH0759|                                                           dddmmss.s |
 NH0759| NH1591 MONROE GREEN CO CTHSE TWR           APPROX. 0.9 KM 0002633.0 |
 NH0759| NH1593 MONROE CARL MARTY AND CO TANK       APPROX. 1.6 KM 0012554.4 |
 NH0759| CI9369 MONROE AZ MK                                       0095829.0 |
 NH0759| CI9370 MONROE RM 1                          26.216 METERS 01413     |
 NH0759| NH1585 MONROE ST VICTORS CH TOWER          APPROX. 0.7 KM 0322655.8 |
 NH0759| NH1526 VOGHT                               APPROX.13.4 KM 1490259.1 |
 NH0759| NH1587 MONROE MUNICIPAL WATER TOWER         20.086 METERS 27227     |
 NH0759| NH1588 MONROE BM 1935                       49.917 METERS 28621     |
 NH0759| NH1590 MONROE GREEN CO HOME TANK           APPROX. 3.6 KM 3361835.2 |
 NH0759| NH1592 MONROE METH EPIS CH SPIRE           APPROX. 1.0 KM 3433402.5 |
 NH0759| NH1589 MONROE SENIOR HS PWR HSE STK        APPROX. 0.6 KM 3563441.5 |
 NH0759|---------------------------------------------------------------------|
 NH0759
 NH0759                          SUPERSEDED SURVEY CONTROL
 NH0759
 NH0759  NAD 83(1986)-  42 35 35.88607(N)    089 38 22.09775(W) AD(       ) 1
 NH0759  NAD 27      -  42 35 35.85700(N)    089 38 21.66700(W) AD(       ) 1
 NH0759  NGVD 29 (??/??/92)  334.960  (m)         1098.95   (f) ADJ UNCH    2 0
 NH0759
 NH0759.Superseded values are not recommended for survey control.
 NH0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0759.See file dsdata.txt to determine how the superseded data were derived.
 NH0759
 NH0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8344119031(NAD 83)
 NH0759_MARKER: DB = BENCH MARK DISK
 NH0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0759_STAMPING: MONROE 1934
 NH0759_MARK LOGO: CGS   
 NH0759_PROJECTION: FLUSH
 NH0759_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NH0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0759+STABILITY: SURFACE MOTION
 NH0759_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NH0759+SATELLITE: SATELLITE OBSERVATIONS - 2003
 NH0759
 NH0759  HISTORY     - Date     Condition        Report By
 NH0759  HISTORY     - 1934     MONUMENTED       CGS
 NH0759  HISTORY     - 1935     GOOD             CGS
 NH0759  HISTORY     - 1944     GOOD             CGS
 NH0759  HISTORY     - 1944     GOOD             NGS
 NH0759  HISTORY     - 1961     GOOD             USGS
 NH0759  HISTORY     - 1979     GOOD             ALSTER
 NH0759  HISTORY     - 1979     GOOD             ALSTER
 NH0759  HISTORY     - 20010303 GOOD             NGS
 NH0759  HISTORY     - 2003     GOOD             WIDT
 NH0759
 NH0759                          STATION DESCRIPTION
 NH0759
 NH0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NH0759'AT MONROE.
 NH0759'AT MONROE SOUTH ALONG 15TH AVENUE TO THE CITY WATER TOWER AT
 NH0759'19TH STREET.  SET IN POST 90 FEET EAST OF THE CENTER LINE OF
 NH0759'15TH AVENUE, 190 FEET SOUTH OF THE CENTER LINE OF 19TH STREET,
 NH0759'8 INCHES ABOVE THE GROUND.
 NH0759
 NH0759                          STATION RECOVERY (1935)
 NH0759
 NH0759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH0759'IN THE SOUTH EDGE OF THE CITY OF MONROE ON THE GROUNDS OF
 NH0759'LINCOLN PARK, 79 FEET WEST OF CENTER OF 18TH AVENUE 92 FEET
 NH0759'NORTH OF CENTER OF 20TH STREET, AND 65.90 FEET EAST OF THE
 NH0759'MIDDLE OF THE MONROE MUNICIPAL WATERTOWER.  THE MARK IS SET
 NH0759'FLUSH.
 NH0759'
 NH0759'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 NH0759'TABLETS SET IN CONCRETE.
 NH0759'
 NH0759'AZIMUTH MARK IS NORTH-NORTHEAST OF THE STATION, ON THE EAST
 NH0759'SIDE OF 18TH AVE., AND SOUTH SIDE OF 16TH ST., 52 FEET SOUTH
 NH0759'OF THE SOUTH END OF THE BRIDGE OVER RAILROAD TRACKS AND 32
 NH0759'FEET NORTHWEST OF NORTHWEST CORNER OF A YELLOW FRAME HOUSE.
 NH0759'THE MARK IS FLUSH.
 NH0759'
 NH0759'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION.  57
 NH0759'FEET WEST OF THE CENTER-LINE OF 18TH AVE.  THE MARK IS FLUSH.
 NH0759'
 NH0759'MONROE BENCH MARK (U.S.C. AND G.S.) IS WEST BY NORTH OF THE
 NH0759'STATION, 86 FEET WEST-NORTHWEST OF BASE OF WATER TOWER, AND
 NH0759'15 FEET WEST OF DRINKING FOUNTAIN.  IT IS A STANDARD BRONZE
 NH0759'DISK SET IN A 6X6 INCH CONCRETE POST.  IT PROJECTS 6 INCHES.
 NH0759'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND MONROE BENCH
 NH0759'MARK IS 182.15 FEET.
 NH0759'
 NH0759'A LIGHT 100 FEET ABOVE STATION HOWE IS VISIBLE AT 64 FEET.
 NH0759'
 NH0759'A LIGHT 100 FEET ABOVE STATION VOGHT IS VISIBLE AT 77 FEET.
 NH0759'
 NH0759'A LIGHT 100 FEET ABOVE STATION BROWN IS VISIBLE AT 64 FEET.
 NH0759'
 NH0759'HEIGHT OF LIGHT ABOVE STATION MARK - 87 FEET.
 NH0759
 NH0759                          STATION RECOVERY (1944)
 NH0759
 NH0759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (ZAG)
 NH0759'STATION MARK STAMPED MONROE 1935 AND REFERENCE MARK 1 STAMPED
 NH0759'MONROE NO 1 1935 FOUND IN GOOD CONDITION.
 NH0759
 NH0759                          STATION RECOVERY (1944)
 NH0759
 NH0759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 NH0759'RECOVERED IN GOOD CONDITION.
 NH0759
 NH0759                          STATION RECOVERY (1961)
 NH0759
 NH0759'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 NH0759'ALL MARKS WERE FOUND IN GOOD CONDITION.  A NEW DESCRIPTION
 NH0759'FOLLOWS--
 NH0759'
 NH0759'STATION IS IN THE SOUTH EDGE OF MONROE ON THE GROUNDS OF
 NH0759'LINCOLN PARK.  IT IS 79 FEET W OF THE CENTER OF 16TH AVENUE,
 NH0759'92 FEET N OF CENTER OF 20TH ST. AND 65.9 FEET E OF THE MIDDLE
 NH0759'OF THE MONROE MUNICIPAL WATER TOWER.  THE MARK IS SET FLUSH.
 NH0759'
 NH0759'R.M. 1 IS NNE OF THE STATION AND IS 57 FEET W OF THE CENTER
 NH0759'LINE OF 16TH AVENUE.  MARK IS SET FLUSH.
 NH0759'
 NH0759'BENCH MARK MONROE IS W BY N OF STATION.  IT IS 190 FEET S
 NH0759'OF CENTER LINE OF 19TH ST. AND 90 FEET E OF THE CENTER LINE
 NH0759'OF 15TH AVENUE.  MARK IS STAMPED MONROE 1934 AND SET IN THE
 NH0759'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 NH0759'DISTANCE BETWEEN R.M. 1 AND B.M. MONROE IS 182.15 FEET.
 NH0759'
 NH0759'AZIMUTH MARK IS NNE OF STATION.  IT IS ON THE E SIDE OF 16TH
 NH0759'AVENUE AND S SIDE OF 18TH STREET, 52 FEET S OF THE S END OF
 NH0759'THE BRIDGE OVER R.R. TRACKS AND 32 FEET NW OF NW CORNER OF A
 NH0759'WHITE FRAME HOUSE.  THE MARK IS 6 INCHES UNDERGROUND.
 NH0759
 NH0759                          STATION RECOVERY (1979)
 NH0759
 NH0759'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1979 (ME)
 NH0759'MONROE RECOVERED GOOD.
 NH0759'
 NH0759'AZIMUTH MARK RECOVERED GOOD - APPEAREANCE.
 NH0759'
 NH0759'(USING WILD T-2 AND WILD TARGETS) NOTE--INSTRUMENT SET AT N.G.S.
 NH0759'MONROE.  BACKSIGHT AZ. MK.  TURNED TO MONROE BM.  ANGLE OBSERVED--
 NH0759'276 DEG 20 MIN 27 SEC PUBLISHED ANGLE--276-21-34.
 NH0759'
 NH0759'AZ. MK. MAY HAVE BEEN DISTURBED, AZ. MK. IS 1.5 FEET W. OF W. EDGE OF
 NH0759'WALK, 1.2 FEET SE OF CURB.  AZ. MK. IS 32.6 FEET NW OF NW CORNER OF
 NH0759'HSE 1802 16TH AVE.  CHAINED DISTANCE FROM MONROE TO MONROE BM.
 NH0759'163.76 FEET.  AGAINST PUBLISHED OF 163.77 FEET.
 NH0759
 NH0759                          STATION RECOVERY (1979)
 NH0759
 NH0759'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1979 (LOC)
 NH0759'MONROE 1934 RECOVERED GOOD, MARK IS 4 INCHES ABOVE GROUND.
 NH0759'
 NH0759'IN LINCOLN PARK, CITY PROPERTY.
 NH0759'
 NH0759'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT THE MONROE WATER TANK
 NH0759'IN LINCOLN PARK.
 NH0759
 NH0759                          STATION RECOVERY (2001)
 NH0759
 NH0759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0759'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH0759
 NH0759                          STATION RECOVERY (2003)
 NH0759
 NH0759'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 NH0759'THE STATION IS LOCATED IN MONROE.  OWNERSHIP--CITY OF MONROE.  TO
 NH0759'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 11 WITH STATE
 NH0759'HIGHWAY 69 SOUTH AND STATE HIGHWAY 81 ON THE NORTHWEST PART OF THE
 NH0759'CITY OF MONROE, GO SOUTH ON STATE HIGHWAY 69 FOR 2.4 KM TO 21ST
 NH0759'STREET, TURN LEFT AND GO EAST ON 21ST STREET FOR 1.0 KM TO 15TH
 NH0759'AVENUE, TURN LEFT AND GO NORTH ON 15TH AVENUE FOR 0.2 KM TO THE
 NH0759'STATION ON THE RIGHT, ON THE WESTSIDE OF A LIONS CLUB PAVILLION IN
 NH0759'LINCOLN PARK. THE STATION IS A BRONZE US COAST AND GEODETIC SURVEY
 NH0759'BENCH MARK DISK SET IN THE TOP OF A 19-CM SQUARE CONCRETE POST AND
 NH0759'ABOUT 1 M ABOVE THE AVENUE PAVEMENT. THE STATION IS 29.0 M EAST OF
 NH0759'THE CENTER OF 15TH AVENUE, 41.1 M NORTH OF THE CENTERLINE OF 20TH
 NH0759'STREET, AND 5.8 M WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE LIONS
 NH0759'CLUB PAVILLION.  ---NOTE---THIS STATION IS NOT SUITABLE FOR GPS
 NH0759'OBSERVATIONS DUE TO TREES OVERHEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1588 ***********************************************************************
 NH1588  DESIGNATION -  MONROE BM 1935
 NH1588  PID         -  NH1588
 NH1588  STATE/COUNTY-  WI/GREEN
 NH1588  USGS QUAD   -  MONROE (1982)
 NH1588
 NH1588                         *CURRENT SURVEY CONTROL
 NH1588  ___________________________________________________________________
 NH1588* NAD 83(1991)-  42 35 36.34569(N)    089 38 24.20019(W)     ADJUSTED  
 NH1588* NAVD 88     -       334.88   (+/-2cm)    1098.7    (feet)  VERTCON   
 NH1588  ___________________________________________________________________
 NH1588  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 NH1588  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 NH1588
 NH1588  HORZ ORDER  -  SECOND
 NH1588  VERT ORDER  -  THIRD ? (See Below)
 NH1588
 NH1588.The horizontal coordinates were established by classical geodetic methods
 NH1588.and adjusted by the National Geodetic Survey in November 1991..
 NH1588
 NH1588.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1588.The vertical order pertains to the NGVD 29 superseded value.
 NH1588
 NH1588.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1588
 NH1588.The geoid height was determined by GEOID03.
 NH1588
 NH1588;                    North         East     Units Scale Factor Converg.
 NH1588;SPC WI S     -    65,989.306   629,543.814   MT  1.00003114   +0 14 50.3
 NH1588;SPC WI S     -   216,499.91  2,065,428.33   sFT  1.00003114   +0 14 50.3
 NH1588;SPC IL W     -   658,130.699   743,219.917   MT  0.99996415   +0 21 23.1
 NH1588;SPC IL W     - 2,159,217.13  2,438,380.68   sFT  0.99996415   +0 21 23.1
 NH1588;UTM  16      - 4,719,046.114   283,393.519   MT  1.00017728   -1 47 14.9
 NH1588
 NH1588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1588!SPC WI S     -   0.99995275  x   1.00003114  =   0.99998389
 NH1588!SPC IL W     -   0.99995275  x   0.99996415  =   0.99991690
 NH1588!UTM  16      -   0.99995275  x   1.00017728  =   1.00013002
 NH1588
 NH1588                          SUPERSEDED SURVEY CONTROL
 NH1588
 NH1588  NAD 83(1986)-  42 35 36.34134(N)    089 38 24.19869(W) AD(       ) 2
 NH1588  NAD 27      -  42 35 36.31200(N)    089 38 23.76800(W) AD(       ) 2
 NH1588  NGVD 29 (07/19/86)  334.96   (m)         1098.9    (f) LEVELING    3  
 NH1588
 NH1588.Superseded values are not recommended for survey control.
 NH1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1588.See file dsdata.txt to determine how the superseded data were derived.
 NH1588
 NH1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8339419046(NAD 83)
 NH1588_MARKER: DB = BENCH MARK DISK
 NH1588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1588_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NH1588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1588+STABILITY: SURFACE MOTION
 NH1588
 NH1588  HISTORY     - Date     Condition        Report By
 NH1588  HISTORY     - 1935     MONUMENTED       CGS
 NH1588  HISTORY     - 1979     GOOD             ALSTER
 NH1588  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH1588  HISTORY     - 20040413 MARK NOT FOUND   USPSQD
 NH1588
 NH1588                          STATION DESCRIPTION
 NH1588
 NH1588'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NH1588'IN THE SOUTH EDGE OF THE CITY OF MONROE ON THE GROUNDS OF
 NH1588'LINCOLN PARK, 79 FEET WEST OF CENTER OF 18TH AVENUE 92 FEET
 NH1588'NORTH OF CENTER OF 20TH STREET, AND 65.90 FEET EAST OF THE
 NH1588'MIDDLE OF THE MONROE MUNICIPAL WATERTOWER.
 NH1588'
 NH1588'MONROE BENCH MARK (U.S.C. AND G.S.) IS WEST BY NORTH OF THE
 NH1588'STATION, 86 FEET WEST-NORTHWEST OF BASE OF WATER TOWER, AND
 NH1588'15 FEET WEST OF DRINKING FOUNTAIN.  IT IS A STANDARD BRONZE
 NH1588'DISK SET IN A 6X6 INCH CONCRETE POST.  IT PROJECTS 6 INCHES.
 NH1588'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND MONROE BENCH
 NH1588'MARK IS 182.15 FEET.
 NH1588
 NH1588                          STATION RECOVERY (1979)
 NH1588
 NH1588'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1979 (ME)
 NH1588'MONROE BM RECOVERED GOOD.
 NH1588
 NH1588                          STATION RECOVERY (2001)
 NH1588
 NH1588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1588'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH1588
 NH1588                          STATION RECOVERY (2004)
 NH1588
 NH1588'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 NH1588'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1593 ***********************************************************************
 NH1593  DESIGNATION -  MONROE CARL MARTY AND CO TANK
 NH1593  PID         -  NH1593
 NH1593  STATE/COUNTY-  WI/GREEN
 NH1593  USGS QUAD   -  MONROE (1982)
 NH1593
 NH1593                         *CURRENT SURVEY CONTROL
 NH1593  ___________________________________________________________________
 NH1593* NAD 83(1991)-  42 36 28.02719(N)    089 38 20.33513(W)     ADJUSTED  
 NH1593* NAVD 88     -                                                        
 NH1593  ___________________________________________________________________
 NH1593  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 NH1593  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 NH1593
 NH1593  HORZ ORDER  -  THIRD
 NH1593
 NH1593.The horizontal coordinates were established by classical geodetic methods
 NH1593.and adjusted by the National Geodetic Survey in November 1991..
 NH1593
 NH1593
 NH1593.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1593
 NH1593.The geoid height was determined by GEOID03.
 NH1593
 NH1593;                    North         East     Units Scale Factor Converg.
 NH1593;SPC WI S     -    67,584.452   629,625.031   MT  1.00002768   +0 14 53.0
 NH1593;SPC WI S     -   221,733.32  2,065,694.79   sFT  1.00002768   +0 14 53.0
 NH1593;SPC IL W     -   659,725.892   743,298.090   MT  0.99996423   +0 21 26.0
 NH1593;SPC IL W     - 2,164,450.70  2,438,637.15   sFT  0.99996423   +0 21 26.0
 NH1593;UTM  16      - 4,720,637.605   283,531.349   MT  1.00017655   -1 47 14.0
 NH1593
 NH1593                          SUPERSEDED SURVEY CONTROL
 NH1593
 NH1593  NAD 83(1986)-  42 36 28.02262(N)    089 38 20.33356(W) AD(       ) 4
 NH1593  NAD 27      -  42 36 27.99500(N)    089 38 19.90400(W) AD(       ) 3
 NH1593
 NH1593.Superseded values are not recommended for survey control.
 NH1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1593.See file dsdata.txt to determine how the superseded data were derived.
 NH1593
 NH1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8353120638(NAD 83)
 NH1593_MARKER: 53 = ELEVATED TANK
 NH1593
 NH1593  HISTORY     - Date     Condition        Report By
 NH1593  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1593  HISTORY     - 1957     GOOD             CGS
 NH1593  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH1593  HISTORY     - 20040413 MARK NOT FOUND   USPSQD
 NH1593
 NH1593                          STATION DESCRIPTION
 NH1593
 NH1593'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1593'THIS STATION IS THE TALL SQUAT BLACK TANK OF THE CARL MARTY
 NH1593'AND COMPANY, IN THE TOWN OF MONROE, WISCONSIN.  IT IS LOCATED
 NH1593'ON THE NORTH SIDE OF THE TOWN, ABOUT 90 FEET WEST OF THE
 NH1593'CENTERLINE OF 17TH AVENUE, ABOUT 40 FEET SOUTHEAST OF THE
 NH1593'POWERHOUSE, AND ABOUT 25 FEET NORTH OF THE CENTERLINE OF
 NH1593'THE DRIVE.  THE TANK WAS ERECTED IN 1917.  IT IS FAIRLY
 NH1593'PROMINENT.
 NH1593'
 NH1593'THE TANK HAS FOUR TRUSSWORK LEGS ABOUT 120 FEET HIGH.  THE
 NH1593'OVAL SECTION EXTENDS DOWNWARD ABOUT 6 FEET.  THE VERTICAL
 NH1593'SECTION IS ABOUT 20 FEET HIGH, HAS A CATWALK AND RAIL AROUND
 NH1593'ITS BASE, AND THE WORD MARTY PAINTED IN WHITE LETTERS ON THE
 NH1593'NORTH AND SOUTH SIDES.  THE FLAT CONICAL ROOF HAS A STUBBY
 NH1593'FINIAL AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT 140 FEET.
 NH1593
 NH1593                          STATION RECOVERY (1957)
 NH1593
 NH1593'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1593'THE STATION WAS RECOVERED AND VERIFIED BY CHECKING THE 1935
 NH1593'DIRECTION FROM STATION BROWN 1935.  IT WAS NOT VISITED.
 NH1593
 NH1593                          STATION RECOVERY (2001)
 NH1593
 NH1593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1593'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH1593
 NH1593                          STATION RECOVERY (2004)
 NH1593
 NH1593'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 NH1593'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5642 ***********************************************************************
 DH5642  DESIGNATION -  MONROE CENTER GPS
 DH5642  PID         -  DH5642
 DH5642  STATE/COUNTY-  WI/ADAMS
 DH5642  USGS QUAD   -  ARKDALE (1985)
 DH5642
 DH5642                         *CURRENT SURVEY CONTROL
 DH5642  ___________________________________________________________________
 DH5642* NAD 83(1997)-  44 05 33.94665(N)    089 56 20.41374(W)     ADJUSTED  
 DH5642* NAVD 88     -                                                        
 DH5642  ___________________________________________________________________
 DH5642  X           -       4,884.834 (meters)                     COMP
 DH5642  Y           -  -4,588,488.085 (meters)                     COMP
 DH5642  Z           -   4,415,674.860 (meters)                     COMP
 DH5642  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 DH5642  ELLIP HEIGHT-         251.04  (meters)          (08/01/05) GPS OBS
 DH5642  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 DH5642
 DH5642  HORZ ORDER  -  FIRST
 DH5642  ELLP ORDER  -  SECOND    CLASS I
 DH5642
 DH5642.The horizontal coordinates were established by GPS observations
 DH5642.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5642
 DH5642
 DH5642.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5642
 DH5642.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5642
 DH5642.The ellipsoidal height was determined by GPS observations
 DH5642.and is referenced to NAD 83.
 DH5642
 DH5642.The geoid height was determined by GEOID03.
 DH5642
 DH5642;                    North         East     Units Scale Factor Converg.
 DH5642;SPC WI S     -   232,496.016   604,884.669   MT  1.00000541   +0 02 30.9
 DH5642;SPC WI S     -   762,780.68  1,984,525.78   sFT  1.00000541   +0 02 30.9
 DH5642;UTM  16      - 4,886,376.424   264,732.005   MT  1.00028081   -2 02 45.5
 DH5642;UTM  15      - 4,886,732.551   745,033.812   MT  1.00033851   +2 07 51.5
 DH5642
 DH5642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5642!SPC WI S     -   0.99996064  x   1.00000541  =   0.99996605
 DH5642!UTM  16      -   0.99996064  x   1.00028081  =   1.00024144
 DH5642!UTM  15      -   0.99996064  x   1.00033851  =   1.00029913
 DH5642
 DH5642                          SUPERSEDED SURVEY CONTROL
 DH5642
 DH5642.No superseded survey control is available for this station.
 DH5642
 DH5642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP6473286376(NAD 83)
 DH5642_MARKER: DD = SURVEY DISK
 DH5642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5642_STAMPING: MONROE CENTER GPS 2004
 DH5642_MARK LOGO: WIDT  
 DH5642_PROJECTION: FLUSH
 DH5642_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5642+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5642
 DH5642  HISTORY     - Date     Condition        Report By
 DH5642  HISTORY     - 2003     MONUMENTED       WIDT
 DH5642
 DH5642                          STATION DESCRIPTION
 DH5642
 DH5642'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5642'OWNERSHIP--ADAMS COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5642'COUNTY HIGHWAY Z  WITH COUNTY HIGHWAY C AND BLACKHAWK AVENUE IN THE
 DH5642'COMMUNITY OF MONROE CENTER  ABOUT  11 MI NORTH-NORTHWEST OF THE
 DH5642'VILLAGE OF FRIENDSHIP, GO SOUTH ON COUNTY HIGHWAY Z FOR  1.3 MI TO THE
 DH5642'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH5642'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH5642'A 41-CM DIAMETER  CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DH5642'THE STATION IS 9.7 M EAST OF THE  CENTERLINE OF COUNTY HIGHWAY Z, 91 M
 DH5642'SOUTH-SOUTHEAST OF THE SOUTH END OF THE  SOUTHERN MOST OF FIVE
 DH5642'ELECTRICAL CABINETS --SP418--, 38 M SOUTHEAST OF A TELEPHONE  PEDESTAL
 DH5642'--1136--,  2 M WEST OF A CULTIVATED FIELD, AND 1.0  M NORTH AND SOUTH
 DH5642'OF TWO ORANGE 4X4 PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS
 DH5642'NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE
 DH5642'HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5644 ***********************************************************************
 DH5644  DESIGNATION -  MONROE E GPS
 DH5644  PID         -  DH5644
 DH5644  STATE/COUNTY-  WI/ADAMS
 DH5644  USGS QUAD   -  ROCHE A CRI (1984)
 DH5644
 DH5644                         *CURRENT SURVEY CONTROL
 DH5644  ___________________________________________________________________
 DH5644* NAD 83(1997)-  44 04 57.63833(N)    089 50 29.80723(W)     ADJUSTED  
 DH5644* NAVD 88     -                                                        
 DH5644  ___________________________________________________________________
 DH5644  X           -      12,686.458 (meters)                     COMP
 DH5644  Y           -  -4,589,260.617 (meters)                     COMP
 DH5644  Z           -   4,414,877.374 (meters)                     COMP
 DH5644  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 DH5644  ELLIP HEIGHT-         261.80  (meters)          (08/01/05) GPS OBS
 DH5644  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 DH5644
 DH5644  HORZ ORDER  -  FIRST
 DH5644  ELLP ORDER  -  SECOND    CLASS I
 DH5644
 DH5644.The horizontal coordinates were established by GPS observations
 DH5644.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5644
 DH5644
 DH5644.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5644
 DH5644.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5644
 DH5644.The ellipsoidal height was determined by GPS observations
 DH5644.and is referenced to NAD 83.
 DH5644
 DH5644.The geoid height was determined by GEOID03.
 DH5644
 DH5644;                    North         East     Units Scale Factor Converg.
 DH5644;SPC WI S     -   231,385.616   612,685.989   MT  1.00000329   +0 06 31.8
 DH5644;SPC WI S     -   759,137.64  2,010,120.62   sFT  1.00000329   +0 06 31.8
 DH5644;UTM  16      - 4,884,982.277   272,489.679   MT  1.00023665   -1 58 39.9
 DH5644
 DH5644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5644!SPC WI S     -   0.99995895  x   1.00000329  =   0.99996224
 DH5644!UTM  16      -   0.99995895  x   1.00023665  =   1.00019559
 DH5644
 DH5644                          SUPERSEDED SURVEY CONTROL
 DH5644
 DH5644.No superseded survey control is available for this station.
 DH5644
 DH5644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7249084982(NAD 83)
 DH5644_MARKER: DD = SURVEY DISK
 DH5644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5644_STAMPING: MONROE E GPS 2004
 DH5644_MARK LOGO: WIDT  
 DH5644_PROJECTION: FLUSH
 DH5644_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5644+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5644
 DH5644  HISTORY     - Date     Condition        Report By
 DH5644  HISTORY     - 2003     MONUMENTED       WIDT
 DH5644
 DH5644                          STATION DESCRIPTION
 DH5644
 DH5644'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5644'OWNERSHIP--TOWN OF MONROE.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5644'STATE HIGHWAY  13 WITH COUNTY HIGHWAY C ABOUT 10 MI NORTH OF THE
 DH5644'VILLAGE OF FRIENDSHIP, GO SOUTH ON  STATE HIGHWAY 13 FOR 2.0 MI TO
 DH5644'BUTTERCUP AVENUE, TURN RIGHT AND GO WEST ON BUTTERCUP  AVENUE FOR 1.25
 DH5644'MI TO 13TH LANE ON THE LEFT, CONTINUE WEST ON BUTTERCUP AVENUE FOR
 DH5644'0.45  MI TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DH5644'WISCONSIN DEPARTMENT OF  TRANSPORTATION GEODETIC SURVEY CONTROL
 DH5644'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER  CONCRETE POST ABOUT
 DH5644'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 6.8 M SOUTH OF THE
 DH5644'CENTERLINE OF BUTTERCUP AVENUE, 52 M WEST OF THE CENTERLINE OF PRIVATE
 DH5644'ENTRANCE --1417  AND 1415--, 29.5 M EAST OF A WOOD POST FOR A --SPEED
 DH5644'LIMIT 45-- SIGN, AND 1.0 M EAST AND WEST  OF TWO ORANGE 4X4 PLASTIC
 DH5644'WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE  OBSTRUCTIONS
 DH5644'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1657 ***********************************************************************
 NH1657  CBN         -  This is a Cooperative Base Network Control Station.
 NH1657  PACS        -  This is a Primary Airport Control Station.
 NH1657  DESIGNATION -  MONROE GPS
 NH1657  PID         -  NH1657
 NH1657  STATE/COUNTY-  WI/GREEN
 NH1657  USGS QUAD   -  JUDA (1982)
 NH1657
 NH1657                         *CURRENT SURVEY CONTROL
 NH1657  ___________________________________________________________________
 NH1657* NAD 83(1997)-  42 37 14.37820(N)    089 35 50.57308(W)     ADJUSTED  
 NH1657* NAVD 88     -       332.735  (meters)    1091.65   (feet)  ADJUSTED  
 NH1657  ___________________________________________________________________
 NH1657  X           -      33,032.421 (meters)                     COMP
 NH1657  Y           -  -4,700,694.887 (meters)                     COMP
 NH1657  Z           -   4,296,789.860 (meters)                     COMP
 NH1657  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 NH1657  ELLIP HEIGHT-         299.18  (meters)          (04/28/99) GPS OBS
 NH1657  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 NH1657  DYNAMIC HT  -         332.633 (meters)    1091.31  (feet)  COMP
 NH1657  MODELED GRAV-     980,305.4   (mgal)                       NAVD 88
 NH1657
 NH1657  HORZ ORDER  -  A
 NH1657  VERT ORDER  -  SECOND    CLASS I
 NH1657  ELLP ORDER  -  THIRD     CLASS I
 NH1657
 NH1657.This mark is at Monroe Airport (EFT)
 NH1657
 NH1657.The horizontal coordinates were established by GPS observations
 NH1657.and adjusted by the National Geodetic Survey in April 1999..
 NH1657
 NH1657.The orthometric height was determined by differential leveling
 NH1657.and adjusted by the National Geodetic Survey in February 2004..
 NH1657
 NH1657.Photographs are available for this station.
 NH1657
 NH1657.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1657
 NH1657.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1657
 NH1657.The ellipsoidal height was determined by GPS observations
 NH1657.and is referenced to NAD 83.
 NH1657
 NH1657.The geoid height was determined by GEOID03.
 NH1657
 NH1657.The dynamic height is computed by dividing the NAVD 88
 NH1657.geopotential number by the normal gravity value computed on the
 NH1657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH1657.degrees latitude (g = 980.6199 gals.).
 NH1657
 NH1657.The modeled gravity was interpolated from observed gravity values.
 NH1657
 NH1657;                    North         East     Units Scale Factor Converg.
 NH1657;SPC WI S     -    69,030.357   633,031.831   MT  1.00002462   +0 16 35.9
 NH1657;SPC WI S     -   226,477.10  2,076,871.93   sFT  1.00002462   +0 16 35.9
 NH1657;UTM  16      - 4,721,961.768   286,987.848   MT  1.00015828   -1 45 34.0
 NH1657
 NH1657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1657!SPC WI S     -   0.99995308  x   1.00002462  =   0.99997770
 NH1657!UTM  16      -   0.99995308  x   1.00015828  =   1.00011135
 NH1657
 NH1657:                Primary Azimuth Mark                     Grid Az
 NH1657:SPC WI S     -  MONROE GPS AZ MK                         089 23 42.1
 NH1657:UTM  16      -  MONROE GPS AZ MK                         091 25 52.0
 NH1657
 NH1657|---------------------------------------------------------------------|
 NH1657| PID    Reference Object                     Distance      Geod. Az  |
 NH1657|                                                           dddmmss.s |
 NH1657| NH1682 MONROE GPS AZ MK                    458.141 METERS 0894018.0 |
 NH1657|---------------------------------------------------------------------|
 NH1657
 NH1657                          SUPERSEDED SURVEY CONTROL
 NH1657
 NH1657  NAD 83(1991)-  42 37 14.37751(N)    089 35 50.57092(W) AD(       ) B
 NH1657  ELLIP H (06/11/91)  299.27   (m)                       GP(       ) 4 1
 NH1657  NAVD 88 (04/02/04)  332.74   (m)         1091.7    (f) LEVELING    3  
 NH1657  NGVD 29 (06/11/91)  332.8    (m)         1092.     (f) GPS OBS        
 NH1657
 NH1657.Superseded values are not recommended for survey control.
 NH1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1657.See file dsdata.txt to determine how the superseded data were derived.
 NH1657
 NH1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8698821962(NAD 83)
 NH1657_MARKER: DH = HORIZONTAL CONTROL DISK
 NH1657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1657_SP_SET: CONCRETE POST
 NH1657_STAMPING: MONROE GPS 1989
 NH1657_MARK LOGO: NGS   
 NH1657_PROJECTION: FLUSH
 NH1657_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NH1657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH1657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1657+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2004
 NH1657
 NH1657  HISTORY     - Date     Condition        Report By
 NH1657  HISTORY     - 1989     MONUMENTED       WIDT
 NH1657  HISTORY     - 19900814 GOOD
 NH1657  HISTORY     - 19900912 GOOD
 NH1657  HISTORY     - 19960817 GOOD             SECI
 NH1657  HISTORY     - 19970616 GOOD             NGS
 NH1657  HISTORY     - 19971116 GOOD             NGS
 NH1657  HISTORY     - 2001     GOOD             WIDT
 NH1657  HISTORY     - 20010331 GOOD             NGS
 NH1657  HISTORY     - 20030606 GOOD             JCLS
 NH1657  HISTORY     - 20040413 GOOD             USPSQD
 NH1657  HISTORY     - 20040708 GOOD             WIDT
 NH1657  HISTORY     - 20040816 GOOD             WIDT
 NH1657
 NH1657                          STATION DESCRIPTION
 NH1657
 NH1657'DESCRIBED BY WI DEPT OF TRANSP 1989
 NH1657'THE STATION IS LOCATED ABOUT 1.94 KM (1.20 MI) NORTH OF STATE HIGHWAY
 NH1657'11, 3.23 KM (2.00 MI) NORTHEAST OF MONROE, 2.91 KM (1.80 MI) EAST OF
 NH1657'STATE HIGHWAY 69.  OWNERSHIP--STATE HIGHWAY R.O.W.
 NH1657'THE STATION IS LOCATED AT THE MONROE MUNICIPAL AIRPORT.  TO REACH FROM
 NH1657'THE STATE HIGHWAY 11 AND STATE HIGHWAY 59 OVERPASS, 0.81 KM (0.50 MI)
 NH1657'EAST OF MONROE, GO NORTHEAST FOR 2.58 KM (1.60 MI) ON STATE HIGHWAY 59
 NH1657'TO THE STATION ON THE RIGHT.
 NH1657'THE STATION IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED--MONROE
 NH1657'GPS 1989--, SET INTO THE TOP OF A 40 CM DIAMETER CONCRETE MONUMENT SET
 NH1657'FLUSH WITH THE GROUND.  LOCATED 14.20 M (46.6 FT) SOUTH FROM THE
 NH1657'CENTER-LINE OF STATE HIGHWAY 59, 26.67 M (87.5 FT) EAST-SOUTHEAST FROM
 NH1657'A BLACK AND WHITE POST MARKING A C.M.P CROSSING THE ROAD, 0.91 M
 NH1657'(3.0 FT) NORTH FROM A CARSONITE WITNESS POST, 320.0 M (1049.9 FT) WEST
 NH1657'FROM THE ENTRANCE DRIVE TO THE MONROE MUNICIPAL AIRPORT.
 NH1657
 NH1657                          STATION RECOVERY (1990)
 NH1657
 NH1657'RECOVERED 1990
 NH1657'RECOVERED IN GOOD CONDITION.
 NH1657
 NH1657                          STATION RECOVERY (1990)
 NH1657
 NH1657'RECOVERED 1990
 NH1657'RECOVERED IN GOOD CONDITION.
 NH1657
 NH1657                          STATION RECOVERY (1996)
 NH1657
 NH1657'RECOVERY NOTE BY SMITH ENG CONS INC 1996 (MGR)
 NH1657'RECOVERED AS DESCRIBED.
 NH1657
 NH1657                          STATION RECOVERY (1997)
 NH1657
 NH1657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 NH1657'NOTE--THIS IS THE PRIMARY AIRPORT CONTROL (PAC) STATION FOR THE MONROE
 NH1657'MUNICIPAL AIRPORT.  THE STATION IS LOCATED ABOUT 52 KM (32.30 MI) WEST
 NH1657'OF JANESVILLE, 15 KM (9.30 MI) NORTH OF THE ILLINIOS-WISCONSIN BORDER,
 NH1657'3 KM (1.85 MI) EAST-NORTHEAST OF MONROE, NEAR THE NORTHWEST CORNER OF
 NH1657'THE MONROE MUNICIPAL AIRPORT, IN THE SOUTHEAST QUADRANT OF THE
 NH1657'JUNCTION OF THE STATE HIGHWAY 59 AND A DIRT ROAD, BETWEEN THE HIGHWAY
 NH1657'AND A DIRT ROAD ALONG THE NORTH EDGE OF A CULTIVATED FIELD, AND IN THE
 NH1657'HIGHWAY RIGHT-OF-WAY.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 NH1657'TRANSPORTATION.  TO REACH FROM THE OVERPASS AT THE JUNCTION OF STATE
 NH1657'HIGHWAYS 59 AND 11 NEAR THE NORTHEAST SIDE OF MONROE, GO NORTHEASTERLY
 NH1657'ON HIGHYWAY 59 FOR 2.58 KM (1.60 MI) TO THE STATION ON THE RIGHT ABOUT
 NH1657'0.35 KM (0.20 MI) BEFORE REACHING THE AIRPORT ENTRANCE ROAD.  THE
 NH1657'STATION IS SET IN THE TOP OF A 40 CM ROUND CONCRETE POST FLUSH WITH
 NH1657'THE GROUND.  IT IS 17.1 M (56.1 FT) EAST OF A FIELD ENTRANCE ROAD,
 NH1657'14.4 M (47.2 FT) EAST OF A GATE POST, 14.2 M (46.6 FT) SOUTH OF AND
 NH1657'ABOUT LEVEL WITH THE HIGHWAY CENTER, 13.6 M (44.6 FT) EAST OF A 2 M
 NH1657'(6.6 FT) TALL TELEPHONE CABLE WARNING POST, 4.3 M (14.1 FT) NORTH OF
 NH1657'AN EAST-WEST FIELD ROAD, AND 0.9 M (3.0 FT) NORTH OF A FIBERGLASS
 NH1657'WITNESS POST.
 NH1657
 NH1657                          STATION RECOVERY (1997)
 NH1657
 NH1657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 NH1657'NOTE--THIS IS THE PRIMARY AIRPORT CONTROL (PAC) STATION FOR THE MONROE
 NH1657'MUNICIPAL AIRPORT.  THE STATION IS LOCATED ABOUT 52 KM (32.30 MI) WEST
 NH1657'OF JANESVILLE, 15 KM (9.30 MI) NORTH OF THE ILLINIOS-WISCONSIN BORDER,
 NH1657'3 KM (1.85 MI) EAST-NORTHEAST OF MONROE, NEAR THE NORTHWEST CORNER OF
 NH1657'THE MONROE MUNICIPAL AIRPORT, IN THE SOUTHEAST QUADRANT OF THE
 NH1657'JUNCTION OF THE STATE HIGHWAY 59 AND A DIRT ROAD, BETWEEN THE HIGHWAY
 NH1657'AND A DIRT ROAD ALONG THE NORTH EDGE OF A CULTIVATED FIELD, AND IN THE
 NH1657'HIGHWAY RIGHT-OF-WAY.  AIRPORT MANAGER IS NATHAN KLASSY, PHONE
 NH1657'608-328-8357.  OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO
 NH1657'REACH FROM THE OVERPASS AT THE JUNCTION OF STATE HIGHWAYS 59 AND 11
 NH1657'NEAR THE NORTHEAST SIDE OF MONROE, GO NORTHEASTERLY ON HIGHYWAY 59 FOR
 NH1657'2.58 KM (1.60 MI) TO THE STATION ON THE RIGHT ABOUT 0.35 KM (0.20 MI)
 NH1657'BEFORE REACHING THE AIRPORT ENTRANCE ROAD.  THE STATION IS SET IN THE
 NH1657'TOP OF A 40 CM ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 17.1
 NH1657'M (56.1 FT) EAST OF A FIELD ENTRANCE ROAD, 14.4 M (47.2 FT) EAST OF A
 NH1657'GATE POST, 14.2 M (46.6 FT) SOUTH OF AND ABOUT LEVEL WITH THE HIGHWAY
 NH1657'CENTER, 13.6 M (44.6 FT) EAST OF A 2 M (6.6 FT) TALL TELEPHONE CABLE
 NH1657'WARNING POST, 4.3 M (14.1 FT) NORTH OF AN EAST-WEST FIELD ROAD, AND
 NH1657'0.9 M (3.0 FT) NORTH OF A FIBERGLASS WITNESS POST.
 NH1657
 NH1657                          STATION RECOVERY (2001)
 NH1657
 NH1657'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 NH1657'RECOVERED AS DESCRIBED.
 NH1657
 NH1657                          STATION RECOVERY (2001)
 NH1657
 NH1657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1657'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH1657
 NH1657                          STATION RECOVERY (2003)
 NH1657
 NH1657'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 NH1657'RECOVERED IN GOOD CONDITION.
 NH1657
 NH1657                          STATION RECOVERY (2004)
 NH1657
 NH1657'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 NH1657'RECOBERED IN GOOD CONDITION.  NOTE-- THE STATION IS WITHIN A TRIANGLE
 NH1657'FORMED BY THREE 4X4 ORANGE GUARD POSTS.
 NH1657
 NH1657                          STATION RECOVERY (2004)
 NH1657
 NH1657'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 NH1657'---NOTE---ADD THE STATION IS 1.6 M NORTH OF A 2.4 M HIGH CHAINLINK
 NH1657'FENCE.
 NH1657
 NH1657                          STATION RECOVERY (2004)
 NH1657
 NH1657'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 NH1657'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1682 ***********************************************************************
 NH1682  DESIGNATION -  MONROE GPS AZ MK
 NH1682  PID         -  NH1682
 NH1682  STATE/COUNTY-  WI/GREEN
 NH1682  USGS QUAD   -  JUDA (1982)
 NH1682
 NH1682                         *CURRENT SURVEY CONTROL
 NH1682  ___________________________________________________________________
 NH1682* NAD 83(1997)-  42 37 14.46279(N)    089 35 30.46990(W)     ADJUSTED  
 NH1682* NAVD 88     -       330.2    (meters)    1083.     (feet)  VERTCON   
 NH1682  ___________________________________________________________________
 NH1682  X           -      33,490.538 (meters)                     COMP
 NH1682  Y           -  -4,700,688.016 (meters)                     COMP
 NH1682  Z           -   4,296,790.068 (meters)                     COMP
 NH1682  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 NH1682  ELLIP HEIGHT-         296.65  (meters)          (09/30/02) GPS OBS
 NH1682  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 NH1682
 NH1682  HORZ ORDER  -  FIRST
 NH1682  ELLP ORDER  -  FOURTH    CLASS I
 NH1682
 NH1682.This mark is at Monroe Airport (EFT)
 NH1682
 NH1682.The horizontal coordinates were established by GPS observations
 NH1682.and adjusted by the National Geodetic Survey in September 2002..
 NH1682
 NH1682.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1682
 NH1682.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1682
 NH1682.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1682
 NH1682.The ellipsoidal height was determined by GPS observations
 NH1682.and is referenced to NAD 83.
 NH1682
 NH1682.The geoid height was determined by GEOID03.
 NH1682
 NH1682;                    North         East     Units Scale Factor Converg.
 NH1682;SPC WI S     -    69,035.195   633,489.957   MT  1.00002462   +0 16 49.7
 NH1682;SPC WI S     -   226,492.97  2,078,374.97   sFT  1.00002462   +0 16 49.7
 NH1682;UTM  16      - 4,721,950.324   287,445.918   MT  1.00015588   -1 45 20.4
 NH1682
 NH1682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1682!SPC WI S     -   0.99995348  x   1.00002462  =   0.99997810
 NH1682!UTM  16      -   0.99995348  x   1.00015588  =   1.00010935
 NH1682
 NH1682:                Primary Azimuth Mark                     Grid Az
 NH1682:SPC WI S     -  MONROE GPS                               269 23 41.9
 NH1682:UTM  16      -  MONROE GPS                               271 25 52.0
 NH1682
 NH1682|---------------------------------------------------------------------|
 NH1682| PID    Reference Object                     Distance      Geod. Az  |
 NH1682|                                                           dddmmss.s |
 NH1682| NH1657 MONROE GPS                          458.141 METERS 2694031.6 |
 NH1682|---------------------------------------------------------------------|
 NH1682
 NH1682                          SUPERSEDED SURVEY CONTROL
 NH1682
 NH1682  NAD 83(1991)-  42 37 14.46208(N)    089 35 30.46774(W) AD(       ) 1
 NH1682  ELLIP H (08/19/91)  296.75   (m)                       GP(       ) 4 1
 NH1682  NGVD 29 (08/19/91)  330.3    (m)         1084.     (f) GPS OBS        
 NH1682
 NH1682.Superseded values are not recommended for survey control.
 NH1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1682.See file dsdata.txt to determine how the superseded data were derived.
 NH1682
 NH1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8744621950(NAD 83)
 NH1682_MARKER: DZ = AZIMUTH MARK DISK
 NH1682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1682_SP_SET: CONCRETE POST
 NH1682_STAMPING: MONROE GPS 1989
 NH1682_MARK LOGO: NGS   
 NH1682_MAGNETIC: N = NO MAGNETIC MATERIAL
 NH1682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1682+STABILITY: SURFACE MOTION
 NH1682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1682+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2004
 NH1682
 NH1682  HISTORY     - Date     Condition        Report By
 NH1682  HISTORY     - 1989     MONUMENTED       WIDT
 NH1682  HISTORY     - 19900912 GOOD
 NH1682  HISTORY     - 20010331 GOOD             NGS
 NH1682  HISTORY     - 20040413 GOOD             USPSQD
 NH1682
 NH1682                          STATION DESCRIPTION
 NH1682
 NH1682'DESCRIBED BY WI DEPT OF TRANSP 1989
 NH1682'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) NORTHWEST OF MONROE, ON
 NH1682'THE SOUTH SIDE OF STATE HIGHWAY 59 AND ABOUT 0.08 KM (0.05 MI) EAST
 NH1682'OF THE ENTRANCE OF THE MONROE MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF
 NH1682'MONROE, MONROE CITY HALL, MONROE, WI 53566, PHONE 608-325-4101,
 NH1682'AIRPORT MANAGER IS NATE KLASSY, PHONE 608-328-8357.
 NH1682'TO REACH FROM THE JUNCTION OF COMBINED STATE HIGHWAYS 81 AND 11 AND
 NH1682'THE STATE HIGHWAY 59 EXIT WITH SIGN (MONROE ALBANY) ON THE WEST SIDE
 NH1682'OF MONROE, GO ALONG THE EXIT RAMP FOR 0.36 KM (0.22 MI) TO THE
 NH1682'JUNCTION OF STATE HIGHWAY 59, GO NORTHERLY ON HIGHWAY 59 FOR 3.2 KM
 NH1682'(2.0 MI) TO THE STATION ON THE RIGHT.  NOTE--THE STATION IS ON A HIGH
 NH1682'BANK ALONG THE HIGHWAY ABOUT 0.08 KM (0.05 MI) EAST OF THE AIRPORT
 NH1682'ENTRANCE ROAD.  FOR A GPS SURVEY OF THIS STATION BETTER ACCESS IS HAD
 NH1682'FROM THE AIRPORT ENTRANCE.  FROM THE ENTRANCE ROAD OF THE AIRPORT
 NH1682'TURN LEFT, EAST, ALONG THE OPEN FIELD FOR 0.08 KM (0.05 MI) TO
 NH1682'STATION ON THE LEFT.
 NH1682'THE STATION IS LOCATED 0.08 KM (0.05 MI) EAST OF THE AIRPORT ENTRANCE
 NH1682'ROAD, 15.24 M (50.00 FT) SOUTH OF THE CENTER OF HIGHWAY 59 (A SLOPED
 NH1682'MEASURMENT), 0.9 M (3.0 FT) NORTH OF A FIBERGLASS WITNESS POST.
 NH1682
 NH1682                          STATION RECOVERY (1990)
 NH1682
 NH1682'RECOVERED 1990
 NH1682'RECOVERED IN GOOD CONDITION.
 NH1682
 NH1682                          STATION RECOVERY (2001)
 NH1682
 NH1682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1682'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH1682
 NH1682                          STATION RECOVERY (2004)
 NH1682
 NH1682'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 NH1682'RECOVERED IN GOOD CONDITION.  CORRECTION-- THE STATION IS NORTHEAST
 NH1682'(NOT NORTHWEST) OF MONROE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1591 ***********************************************************************
 NH1591  DESIGNATION -  MONROE GREEN CO CTHSE TWR
 NH1591  PID         -  NH1591
 NH1591  STATE/COUNTY-  WI/GREEN
 NH1591  USGS QUAD   -  MONROE (1982)
 NH1591
 NH1591                         *CURRENT SURVEY CONTROL
 NH1591  ___________________________________________________________________
 NH1591* NAD 83(1991)-  42 36 05.61551(N)    089 38 21.78849(W)     ADJUSTED  
 NH1591* NAVD 88     -                                                        
 NH1591  ___________________________________________________________________
 NH1591  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 NH1591  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 NH1591
 NH1591  HORZ ORDER  -  THIRD
 NH1591
 NH1591.The horizontal coordinates were established by classical geodetic methods
 NH1591.and adjusted by the National Geodetic Survey in November 1991..
 NH1591
 NH1591
 NH1591.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1591
 NH1591.The geoid height was determined by GEOID03.
 NH1591
 NH1591;                    North         East     Units Scale Factor Converg.
 NH1591;SPC WI S     -    66,892.739   629,594.894   MT  1.00002917   +0 14 52.0
 NH1591;SPC WI S     -   219,463.93  2,065,595.91   sFT  1.00002917   +0 14 52.0
 NH1591;SPC IL W     -   659,034.168   743,269.272   MT  0.99996420   +0 21 24.9
 NH1591;SPC IL W     - 2,162,181.27  2,438,542.60   sFT  0.99996420   +0 21 24.9
 NH1591;UTM  16      - 4,719,947.296   283,476.658   MT  1.00017684   -1 47 14.2
 NH1591
 NH1591                          SUPERSEDED SURVEY CONTROL
 NH1591
 NH1591  NAD 83(1986)-  42 36 05.61110(N)    089 38 21.78695(W) AD(       ) 4
 NH1591  NAD 27      -  42 36 05.58200(N)    089 38 21.35700(W) AD(       ) 3
 NH1591
 NH1591.Superseded values are not recommended for survey control.
 NH1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1591.See file dsdata.txt to determine how the superseded data were derived.
 NH1591
 NH1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8347719947(NAD 83)
 NH1591_MARKER: 55 = TOWER
 NH1591
 NH1591  HISTORY     - Date     Condition        Report By
 NH1591  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1591  HISTORY     - 1957     GOOD             CGS
 NH1591  HISTORY     - 20010331 GOOD             NGS
 NH1591  HISTORY     - 20040413 GOOD             USPSQD
 NH1591
 NH1591                          STATION DESCRIPTION
 NH1591
 NH1591'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1591'THIS STATION IS THE TOWER ON THE GREEN COUNTY COURTHOUSE,
 NH1591'IN THE TOWN OF MONROE, WISCONSIN.  IT IS LOCATED IN THE CENTER
 NH1591'OF THE SQUARE ABOUT 120 FEET EAST OF THE CENTERLINE OF 16TH
 NH1591'AVENUE, AND ABOUT 170 FEET SOUTH OF THE CENTER-LINE OF 10TH
 NH1591'STREET.  THE BUILDING WAS ERECTED IN 1891 AND THE TOWER
 NH1591'IS QUITE PROMINENT.
 NH1591'
 NH1591'THE TOWER IS THE TALLEST OF FOUR TOWERS ON A RED BRICK BUILDING.
 NH1591'IT IS ON THE SOUTHWEST CORNER.  IT IS A RED BRICK STRUCTURE
 NH1591'WITH GREY STONE BUTTRESSES AT THE CORNERS EXTENDING ONE-HALF
 NH1591'THE WAY UP, WITH RED BRICK BUTTRESSES THE BALANCE OF THE
 NH1591'WAY.  THESE EXTEND PAST THE TOP AND END IN SILVER POINTED
 NH1591'TURRETS.  THERE IS A CLOCK DIAL NEAR THE TOP ON EACH SIDE.
 NH1591'THIS TOWER IS ABOUT 100 FEET HIGH.  THE STEEP FOUR-SIDED
 NH1591'PYRAMIDAL ROOF IS ABOUT 10 FEET HIGH AND HAS A BALL AND
 NH1591'5-FOOT FINIAL WITH AN ARROW AT ITS APEX.  THE TOTAL HEIGHT
 NH1591'IS ABOUT 115 FEET.
 NH1591
 NH1591                          STATION RECOVERY (1957)
 NH1591
 NH1591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1591'THE STATION WAS RECOVERED AND VERIFIED BY CHECKING THE 1935
 NH1591'DIRECTION FROM STATION BROWN 1935.  IT WAS NOT VISITED.
 NH1591
 NH1591                          STATION RECOVERY (2001)
 NH1591
 NH1591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1591'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH1591
 NH1591                          STATION RECOVERY (2004)
 NH1591
 NH1591'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 NH1591'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1590 ***********************************************************************
 NH1590  DESIGNATION -  MONROE GREEN CO HOME TANK
 NH1590  PID         -  NH1590
 NH1590  STATE/COUNTY-  WI/GREEN
 NH1590  USGS QUAD   -  MONROE (1982)
 NH1590
 NH1590                         *CURRENT SURVEY CONTROL
 NH1590  ___________________________________________________________________
 NH1590* NAD 83(1991)-  42 37 23.49289(N)    089 39 26.03131(W)     ADJUSTED  
 NH1590* NAVD 88     -                                                        
 NH1590  ___________________________________________________________________
 NH1590  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 NH1590  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 NH1590
 NH1590  HORZ ORDER  -  THIRD
 NH1590
 NH1590.The horizontal coordinates were established by classical geodetic methods
 NH1590.and adjusted by the National Geodetic Survey in November 1991..
 NH1590
 NH1590
 NH1590.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1590
 NH1590.The geoid height was determined by GEOID03.
 NH1590
 NH1590;                    North         East     Units Scale Factor Converg.
 NH1590;SPC WI S     -    69,289.668   628,120.502   MT  1.00002403   +0 14 07.9
 NH1590;SPC WI S     -   227,327.85  2,060,758.68   sFT  1.00002403   +0 14 07.9
 NH1590;UTM  16      - 4,722,395.454   282,088.112   MT  1.00018426   -1 48 00.4
 NH1590
 NH1590                          SUPERSEDED SURVEY CONTROL
 NH1590
 NH1590  NAD 83(1986)-  42 37 23.48827(N)    089 39 26.02954(W) AD(       ) 4
 NH1590  NAD 27      -  42 37 23.46100(N)    089 39 25.59800(W) AD(       ) 3
 NH1590
 NH1590.Superseded values are not recommended for survey control.
 NH1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1590.See file dsdata.txt to determine how the superseded data were derived.
 NH1590
 NH1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8208822395(NAD 83)
 NH1590_MARKER: 53 = ELEVATED TANK
 NH1590
 NH1590  HISTORY     - Date     Condition        Report By
 NH1590  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1590  HISTORY     - 1957     GOOD             CGS
 NH1590  HISTORY     - 1979     GOOD             ALSTER
 NH1590  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH1590  HISTORY     - 20040413 MARK NOT FOUND   USPSQD
 NH1590
 NH1590                          STATION DESCRIPTION
 NH1590
 NH1590'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1590'THIS STATION IS THE TANK AT THE GREEN COUNTY HOME, ABOUT
 NH1590'1.2 MILES NORTHWEST OF THE TOWN OF MONROE, WISCONSIN.  IT IS
 NH1590'LOCATED ON THE WEST SIDE OF THE GROUNDS, ABOUT 120 FEET WEST
 NH1590'OF A LONG ROW OF BUILDINGS, AND ABOUT 250 FEET NORTH OF THE
 NH1590'SOUTH EDGE OF THE GROUNDS.  THE TANK WAS ERECTED IN 1907.
 NH1590'IT IS NOT ESPECIALLY PROMINENT.
 NH1590'
 NH1590'THE BASE OF THE TANK IS A YELLOW BRICK STRUCTURE, ROUND IN
 NH1590'SHAPE, ABOUT 70 FEET HIGH, AND HAS A CATWALK AND RAIL AT THE
 NH1590'TOP.  THE SILVER TANK IS ABOUT 25 FEET HIGH.  THE STEEP
 NH1590'CONICAL ROOF IS ABOUT 5 FEET HIGH AND HAS A 12-FOOT FLAGSTAFF
 NH1590'AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT 110 FEET.
 NH1590
 NH1590                          STATION RECOVERY (1957)
 NH1590
 NH1590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1590'THE STATION WAS RECOVERED AND VERIFIED BY CHECKING THE 1935
 NH1590'DIRECTION FROM STATION BROWN 1935.  IT WAS NOT VISITED.
 NH1590
 NH1590                          STATION RECOVERY (1979)
 NH1590
 NH1590'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1979
 NH1590'TANK RECOVERED GOOD.
 NH1590'
 NH1590'TANK PAINTED SILVER THROUGHOUT.
 NH1590
 NH1590                          STATION RECOVERY (2001)
 NH1590
 NH1590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1590'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH1590
 NH1590                          STATION RECOVERY (2004)
 NH1590
 NH1590'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 NH1590'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1592 ***********************************************************************
 NH1592  DESIGNATION -  MONROE METH EPIS CH SPIRE
 NH1592  PID         -  NH1592
 NH1592  STATE/COUNTY-  WI/GREEN
 NH1592  USGS QUAD   -  MONROE (1982)
 NH1592
 NH1592                         *CURRENT SURVEY CONTROL
 NH1592  ___________________________________________________________________
 NH1592* NAD 83(1991)-  42 36 05.46661(N)    089 38 33.90688(W)     ADJUSTED  
 NH1592* NAVD 88     -                                                        
 NH1592  ___________________________________________________________________
 NH1592  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 NH1592  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 NH1592
 NH1592  HORZ ORDER  -  THIRD
 NH1592
 NH1592.The horizontal coordinates were established by classical geodetic methods
 NH1592.and adjusted by the National Geodetic Survey in November 1991..
 NH1592
 NH1592
 NH1592.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1592
 NH1592.The geoid height was determined by GEOID03.
 NH1592
 NH1592;                    North         East     Units Scale Factor Converg.
 NH1592;SPC WI S     -    66,886.955   629,318.656   MT  1.00002918   +0 14 43.7
 NH1592;SPC WI S     -   219,444.95  2,064,689.62   sFT  1.00002918   +0 14 43.7
 NH1592;SPC IL W     -   659,027.858   742,993.064   MT  0.99996391   +0 21 16.7
 NH1592;SPC IL W     - 2,162,160.56  2,437,636.41   sFT  0.99996391   +0 21 16.7
 NH1592;UTM  16      - 4,719,951.326   283,200.348   MT  1.00017831   -1 47 22.4
 NH1592
 NH1592                          SUPERSEDED SURVEY CONTROL
 NH1592
 NH1592  NAD 83(1986)-  42 36 05.46216(N)    089 38 33.90530(W) AD(       ) 4
 NH1592  NAD 27      -  42 36 05.43200(N)    089 38 33.47400(W) AD(       ) 3
 NH1592
 NH1592.Superseded values are not recommended for survey control.
 NH1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1592.See file dsdata.txt to determine how the superseded data were derived.
 NH1592
 NH1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8320019951(NAD 83)
 NH1592_MARKER: 90 = CHURCH SPIRE
 NH1592
 NH1592  HISTORY     - Date     Condition        Report By
 NH1592  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1592  HISTORY     - 1957     GOOD             CGS
 NH1592  HISTORY     - 1979     GOOD             ALSTER
 NH1592  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH1592  HISTORY     - 20040413 MARK NOT FOUND   USPSQD
 NH1592
 NH1592                          STATION DESCRIPTION
 NH1592
 NH1592'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1592'THIS STATION IS THE SPIRE ON THE METHODIST EPISCOPAL CHURCH
 NH1592'IN THE TOWN OF MONROE, WISCONSIN.  IT IS LOCATED ABOUT 150
 NH1592'FEET WEST OF THE CENTERLINE OF 14TH AVENUE, AND ABOUT 135
 NH1592'FEET NORTH OF THE CENTERLINE OF 16TH STREET.  THE CHURCH
 NH1592'WAS ERECTED IN 1869 AND THE SPIRE IS THE MOST PROMINENT OBJECT
 NH1592'IN THE TOWN.
 NH1592'
 NH1592'THE BASE OF THE SPIRE IS A YELLOW BRICK TOWER ON THE SOUTHEAST
 NH1592'CORNER OF A YELLOW BRICK CHURCH.  IT IS ABOUT 80 FEET HIGH
 NH1592'AND HAS TWO GOTHIC LOUVERED WINDOWS ON EACH SIDE, ABOVE
 NH1592'AND BETWEEN WHICH IS A SMALL ROUND LOUVERED WINDOW.  THERE
 NH1592'IS A LEDGE AROUND THE TOP OF THE TOWER.  THE OCTAGONAL
 NH1592'GREY-SHINGLED SPIRE IS ABOUT 70 FEET HIGH AND HAS A GOTHIC
 NH1592'LOUVRED WINDOW SET IN A GABLE ON THE NORTHEAST, SOUTHEAST,
 NH1592'NORTHWEST, AND SOUTHWEST SIDES.  IT HAS A LARGE RED BALL AT
 NH1592'ITS APEX.  THE TOTAL HEIGHT IS ABOUT 150 FEET.
 NH1592
 NH1592                          STATION RECOVERY (1957)
 NH1592
 NH1592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1592'THE STATION WAS RECOVERED AND VERIFIED BY CHECKING THE 1935
 NH1592'DIRECTION FROM STATION BROWN 1935.  IT WAS NOT VISITED.
 NH1592
 NH1592                          STATION RECOVERY (1979)
 NH1592
 NH1592'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1979
 NH1592'SPIRE IS IN GOOD CONDITION.
 NH1592'
 NH1592'SPIRE IS 135 FEET N OF 11TH STREET NOT 16TH ST.
 NH1592
 NH1592                          STATION RECOVERY (2001)
 NH1592
 NH1592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1592'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH1592
 NH1592                          STATION RECOVERY (2004)
 NH1592
 NH1592'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 NH1592'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1586 ***********************************************************************
 NH1586  DESIGNATION -  MONROE MUNICIPAL TANK
 NH1586  PID         -  NH1586
 NH1586  STATE/COUNTY-  WI/GREEN
 NH1586  USGS QUAD   -  MONROE (1982)
 NH1586
 NH1586                         *CURRENT SURVEY CONTROL
 NH1586  ___________________________________________________________________
 NH1586* NAD 83(1991)-  42 36 27.26654(N)    089 37 50.17430(W)     ADJUSTED  
 NH1586* NAVD 88     -                                                        
 NH1586  ___________________________________________________________________
 NH1586  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 NH1586  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 NH1586
 NH1586  HORZ ORDER  -  THIRD
 NH1586
 NH1586.The horizontal coordinates were established by classical geodetic methods
 NH1586.and adjusted by the National Geodetic Survey in November 1991..
 NH1586
 NH1586
 NH1586.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1586
 NH1586.The geoid height was determined by GEOID03.
 NH1586
 NH1586;                    North         East     Units Scale Factor Converg.
 NH1586;SPC WI S     -    67,563.991   630,312.628   MT  1.00002773   +0 15 13.7
 NH1586;SPC WI S     -   221,666.19  2,067,950.68   sFT  1.00002773   +0 15 13.7
 NH1586;SPC IL W     -   659,706.742   743,985.681   MT  0.99996497   +0 21 46.5
 NH1586;SPC IL W     - 2,164,387.87  2,440,893.02   sFT  0.99996497   +0 21 46.5
 NH1586;UTM  16      - 4,720,592.730   284,217.886   MT  1.00017289   -1 46 53.5
 NH1586
 NH1586                          SUPERSEDED SURVEY CONTROL
 NH1586
 NH1586  NAD 83(1986)-  42 36 27.26196(N)    089 37 50.17293(W) AD(       ) 4
 NH1586  NAD 27      -  42 36 27.23100(N)    089 37 49.73900(W) AD(       ) 3
 NH1586
 NH1586.Superseded values are not recommended for survey control.
 NH1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1586.See file dsdata.txt to determine how the superseded data were derived.
 NH1586
 NH1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8421820593(NAD 83)
 NH1586_MARKER: 53 = ELEVATED TANK
 NH1586
 NH1586  HISTORY     - Date     Condition        Report By
 NH1586  HISTORY     - 1957     FIRST OBSERVED   CGS
 NH1586  HISTORY     - 1979     GOOD             ALSTER
 NH1586  HISTORY     - 20010331 GOOD             NGS
 NH1586  HISTORY     - 20040413 GOOD             USPSQD
 NH1586
 NH1586                          STATION DESCRIPTION
 NH1586
 NH1586'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1586'THE STATION IS THE RED LIGHT AT THE TOP OF THE TANK.  IT IS
 NH1586'LOCATED IN THE NORTHEAST PART OF TOWN AND 80 FEET SOUTH OF
 NH1586'THE CENTERLINE OF 5 TH STREET.  THE TANK IS SUPPORTED BY A
 NH1586'10 LEGGED STEEL STRUCTURE.  THE OVERALL HEIGHT IS APPROXIMATELY
 NH1586'75 FEET.  THE TANK AND THE SUPPORTING STRUCTURE ARE PAINTED
 NH1586'SILVER AND THE WORD MONROE IS PAINTED IN BLACK ON THE NORTHWEST
 NH1586'SIDE OF THE TANK.
 NH1586
 NH1586                          STATION RECOVERY (1979)
 NH1586
 NH1586'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1979 (ME)
 NH1586'DESCRIPTION ADEQUATE.  MARK IS GOOD.
 NH1586
 NH1586                          STATION RECOVERY (2001)
 NH1586
 NH1586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1586'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH1586
 NH1586                          STATION RECOVERY (2004)
 NH1586
 NH1586'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 NH1586'RECOVERED IN GOOD CONDITION.  NOTE-- THE TANK IS PAINTED WHITE WITH
 NH1586'-MONROE- WRITTEN IN BLUE LETTERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1587 ***********************************************************************
 NH1587  DESIGNATION -  MONROE MUNICIPAL WATER TOWER
 NH1587  PID         -  NH1587
 NH1587  STATE/COUNTY-  WI/GREEN
 NH1587  USGS QUAD   -  MONROE (1982)
 NH1587
 NH1587                         *CURRENT SURVEY CONTROL
 NH1587  ___________________________________________________________________
 NH1587* NAD 83(1991)-  42 35 35.91826(N)    089 38 22.97944(W)     ADJUSTED  
 NH1587* NAVD 88     -       340.     (meters)    1115.     (feet)  SCALED    
 NH1587  ___________________________________________________________________
 NH1587  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 NH1587  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 NH1587
 NH1587  HORZ ORDER  -  SECOND
 NH1587
 NH1587.The horizontal coordinates were established by classical geodetic methods
 NH1587.and adjusted by the National Geodetic Survey in November 1991..
 NH1587
 NH1587.The orthometric height was scaled from a topographic map.
 NH1587
 NH1587.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1587
 NH1587.The geoid height was determined by GEOID03.
 NH1587
 NH1587;                    North         East     Units Scale Factor Converg.
 NH1587;SPC WI S     -    65,976.237   629,571.704   MT  1.00003117   +0 14 51.2
 NH1587;SPC WI S     -   216,457.04  2,065,519.83   sFT  1.00003117   +0 14 51.2
 NH1587;SPC IL W     -   658,117.684   743,247.829   MT  0.99996418   +0 21 23.9
 NH1587;SPC IL W     - 2,159,174.43  2,438,472.25   sFT  0.99996418   +0 21 23.9
 NH1587;UTM  16      - 4,719,032.061   283,420.931   MT  1.00017714   -1 47 14.0
 NH1587
 NH1587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1587!SPC WI S     -   0.99995196  x   1.00003117  =   0.99998313
 NH1587!SPC IL W     -   0.99995196  x   0.99996418  =   0.99991614
 NH1587!UTM  16      -   0.99995196  x   1.00017714  =   1.00012909
 NH1587
 NH1587                          SUPERSEDED SURVEY CONTROL
 NH1587
 NH1587  NAD 83(1986)-  42 35 35.91392(N)    089 38 22.97792(W) AD(       ) 2
 NH1587  NAD 27      -  42 35 35.88500(N)    089 38 22.54700(W) AD(       ) 2
 NH1587
 NH1587.Superseded values are not recommended for survey control.
 NH1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1587.See file dsdata.txt to determine how the superseded data were derived.
 NH1587
 NH1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8342119032(NAD 83)
 NH1587_MARKER: 54 = WATER TOWER
 NH1587
 NH1587  HISTORY     - Date     Condition        Report By
 NH1587  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1587  HISTORY     - 1957     GOOD             CGS
 NH1587  HISTORY     - 1979     GOOD             ALSTER
 NH1587  HISTORY     - 20010331 GOOD             NGS
 NH1587  HISTORY     - 20040413 GOOD             USPSQD
 NH1587
 NH1587                          STATION DESCRIPTION
 NH1587
 NH1587'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1587'THIS STATION IS THE LIGHT ON TOP OF THE MUNICIPAL WATER TOWER
 NH1587'LOCATED IN LINCOLN PARK.  ABOUT 145 FEET WEST OF THE CENTER
 NH1587'OF 18TH AVENUE, AND 95 FEET NORTH OF THE CENTER OF 20TH
 NH1587'STREET.  IT IS ABOUT 80 FEET ABOVE THE GROUND.  THE DIRECTION
 NH1587'AND DISTANCE FROM STATION MONROE TO THE LIGHT WERE MEASURED
 NH1587'FROM TOP OF THE TOWER DIRECTLY AND SHOULD MAKE A SATISFACTORY
 NH1587'STATION TO BE OCCUPIED WITH A REPEATING INSTRUMENT.  THE WATER
 NH1587'TOWER IS A SILVER COLORED WATER TANK, SUPPORTED ON A CIRCULAR
 NH1587'BRICK FOUNDATION, APPROXIMATELY 30 FEET IN DIAMETER.
 NH1587
 NH1587                          STATION RECOVERY (1957)
 NH1587
 NH1587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1587'THE STATION IS THE FINIAL AT THE APEX OF THE MUNICIPAL WATER
 NH1587'TOWER IN MONROE, WISCONSIN.  THE BASE OF THE TOWER IS OF
 NH1587'YELLOW BRICK CONSTRUCTION EXTENDING 75 FEET UP THE TOWER.
 NH1587'ON TOP OF THE BASE IS A TANK PAINTED SILVER.  TOTAL HEIGHT
 NH1587'IS 100 FEET.
 NH1587'
 NH1587'IT IS IN THE SOUTH RESIDENTIAL SECTION OF MONROE, 90 FEET
 NH1587'NORTH OF THE CENTERLINE OF TWENTIETH STREET AND 126 FEET WEST
 NH1587'OF THE CENTERLINE OF SIXTENTH STREET.
 NH1587
 NH1587                          STATION RECOVERY (1979)
 NH1587
 NH1587'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1979 (ME)
 NH1587'TOWER IS IN GOOD CONDITION.
 NH1587'
 NH1587'IT IS 126 FEET W OF THE CENTERLINE OF SIXTEENTH AVENUE.
 NH1587
 NH1587                          STATION RECOVERY (2001)
 NH1587
 NH1587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1587'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH1587
 NH1587                          STATION RECOVERY (2004)
 NH1587
 NH1587'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 NH1587'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5643 ***********************************************************************
 DH5643  DESIGNATION -  MONROE N GPS
 DH5643  PID         -  DH5643
 DH5643  STATE/COUNTY-  WI/ADAMS
 DH5643  USGS QUAD   -  ARKDALE NW (1985)
 DH5643
 DH5643                         *CURRENT SURVEY CONTROL
 DH5643  ___________________________________________________________________
 DH5643* NAD 83(1997)-  44 08 27.95400(N)    089 53 55.65595(W)     ADJUSTED  
 DH5643* NAVD 88     -                                                        
 DH5643  ___________________________________________________________________
 DH5643  X           -       8,098.466 (meters)                     COMP
 DH5643  Y           -  -4,584,751.223 (meters)                     COMP
 DH5643  Z           -   4,419,537.158 (meters)                     COMP
 DH5643  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 DH5643  ELLIP HEIGHT-         260.18  (meters)          (08/01/05) GPS OBS
 DH5643  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 DH5643
 DH5643  HORZ ORDER  -  FIRST
 DH5643  ELLP ORDER  -  SECOND    CLASS I
 DH5643
 DH5643.The horizontal coordinates were established by GPS observations
 DH5643.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5643
 DH5643
 DH5643.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5643
 DH5643.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5643
 DH5643.The ellipsoidal height was determined by GPS observations
 DH5643.and is referenced to NAD 83.
 DH5643
 DH5643.The geoid height was determined by GEOID03.
 DH5643
 DH5643;                    North         East     Units Scale Factor Converg.
 DH5643;SPC WI S     -   237,869.963   608,098.268   MT  1.00001597   +0 04 10.3
 DH5643;SPC WI S     -   780,411.70  1,995,069.07   sFT  1.00001597   +0 04 10.3
 DH5643;UTM  16      - 4,891,631.053   268,140.205   MT  1.00026122   -2 01 10.9
 DH5643
 DH5643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5643!SPC WI S     -   0.99995920  x   1.00001597  =   0.99997517
 DH5643!UTM  16      -   0.99995920  x   1.00026122  =   1.00022041
 DH5643
 DH5643                          SUPERSEDED SURVEY CONTROL
 DH5643
 DH5643.No superseded survey control is available for this station.
 DH5643
 DH5643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP6814091631(NAD 83)
 DH5643_MARKER: DD = SURVEY DISK
 DH5643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5643_STAMPING: MONROE N GPS 2004
 DH5643_MARK LOGO: WIDT  
 DH5643_PROJECTION: FLUSH
 DH5643_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5643+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5643
 DH5643  HISTORY     - Date     Condition        Report By
 DH5643  HISTORY     - 2003     MONUMENTED       WIDT
 DH5643
 DH5643                          STATION DESCRIPTION
 DH5643
 DH5643'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5643'OWNERSHIP--ADAMS COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5643'COUNTY HIGHWAY Z  WITH COUNTY HIGHWAY C AND BLACKHAWK AVENUE IN THE
 DH5643'COMMUNITY OF MONROE CENTER  ABOUT  11 MI NORTH-NORTHWEST OF THE
 DH5643'VILLAGE OF FRIENDSHIP, GO NORTH THEN EAST ON COUNTY  HIGHWAY Z FOR
 DH5643'3.75 MI TO BEAVER AVENUE ON THE RIGHT AND THE STATION ON THE RIGHT.
 DH5643'THE  STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH5643'GEODETIC SURVEY CONTROL  STATION DISK SET IN THE TOP OF 41-CM DIAMETER
 DH5643'CONCRETE POST ABOUT LEVEL WITH THE  HIGHWAY PAVEMENT.  THE STATION IS
 DH5643'10.0 M SOUTHEAST OF THE CENTERLINE OF COUNTY HIGHWAY  Z, 33.9 M WEST
 DH5643'OF THE CENTERLINE OF 17TH AVENUE, 32.6 M SOUTHWEST OF WOOD POST FOR A
 DH5643'--COUNTY HIGHWAY Z--, 30.0 M NORTH OF THE CENTERLINE OF BEAVER AVENUE,
 DH5643'AND 1.0 M  SOUTHEAST,  SOUTHWEST, AND NORTH OF THREE ORANGE 4X4
 DH5643'PLASTIC WITNESS POSTS.  ---NOTE--THIS STATION  HAS NO VISIBLE
 DH5643'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1584 ***********************************************************************
 NH1584  DESIGNATION -  MONROE RAD STA KSD 543 MAST
 NH1584  PID         -  NH1584
 NH1584  STATE/COUNTY-  WI/GREEN
 NH1584  USGS QUAD   -  JUDA (1982)
 NH1584
 NH1584                         *CURRENT SURVEY CONTROL
 NH1584  ___________________________________________________________________
 NH1584* NAD 83(1991)-  42 36 27.75122(N)    089 37 29.93823(W)     ADJUSTED  
 NH1584* NAVD 88     -                                                        
 NH1584  ___________________________________________________________________
 NH1584  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 NH1584  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 NH1584
 NH1584  HORZ ORDER  -  THIRD
 NH1584
 NH1584.The horizontal coordinates were established by classical geodetic methods
 NH1584.and adjusted by the National Geodetic Survey in November 1991..
 NH1584
 NH1584
 NH1584.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1584
 NH1584.The geoid height was determined by GEOID03.
 NH1584
 NH1584;                    North         East     Units Scale Factor Converg.
 NH1584;SPC WI S     -    67,581.006   630,773.827   MT  1.00002770   +0 15 27.6
 NH1584;SPC WI S     -   221,722.02  2,069,463.80   sFT  1.00002770   +0 15 27.6
 NH1584;SPC IL W     -   659,724.634   744,446.818   MT  0.99996547   +0 22 00.2
 NH1584;SPC IL W     - 2,164,446.57  2,442,405.94   sFT  0.99996547   +0 22 00.2
 NH1584;UTM  16      - 4,720,593.354   284,679.465   MT  1.00017045   -1 46 39.8
 NH1584
 NH1584                          SUPERSEDED SURVEY CONTROL
 NH1584
 NH1584  NAD 83(1986)-  42 36 27.74663(N)    089 37 29.93690(W) AD(       ) 4
 NH1584  NAD 27      -  42 36 27.71400(N)    089 37 29.50200(W) AD(       ) 3
 NH1584
 NH1584.Superseded values are not recommended for survey control.
 NH1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1584.See file dsdata.txt to determine how the superseded data were derived.
 NH1584
 NH1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8467920593(NAD 83)
 NH1584_MARKER: 42 = RADIO/TV MAST
 NH1584
 NH1584  HISTORY     - Date     Condition        Report By
 NH1584  HISTORY     - 1957     FIRST OBSERVED   CGS
 NH1584  HISTORY     - 20010331 GOOD             NGS
 NH1584  HISTORY     - 20040413 GOOD             USPSQD
 NH1584
 NH1584                          STATION DESCRIPTION
 NH1584
 NH1584'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1584'THE STATION IS THE TOP OF THE MAST WHICH IS 140 FEET HIGH.
 NH1584'IT IS A 3 LEGGED STEEL STRUCTURE PAINTED IN ALTERNATE SECTIONS
 NH1584'OF RED AND WHITE.  THE MAST IS SELF SUPPORTING AND IS OWNED
 NH1584'AND OPERATED BY THE GREEN COUNTY HIGHWAY DEPARTMENT.  IT
 NH1584'IS 8 FEET WEST OF THE WEST SIDE OF A STORAGE BUILDING.
 NH1584'
 NH1584'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 NH1584'69 AND 59 (20 TH AVE. AND 6 TH STREET), GO EAST ON STATE HIGHWAY
 NH1584'59 FOR 0.5 MILE TO A PAVED DRIVEWAY LEFT.  TURN LEFT, NORTH,
 NH1584'AND GO 0.1 MILE TO THE STATION ON THE RIGHT.
 NH1584
 NH1584                          STATION RECOVERY (2001)
 NH1584
 NH1584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1584'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH1584
 NH1584                          STATION RECOVERY (2004)
 NH1584
 NH1584'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 NH1584'RECOVERED IN GOOD CONDITION.  NOTE-- THE MAST IS PAINTED ALL RED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1582 ***********************************************************************
 NH1582  DESIGNATION -  MONROE RAD STA WEKZ MAST
 NH1582  PID         -  NH1582
 NH1582  STATE/COUNTY-  WI/GREEN
 NH1582  USGS QUAD   -  JUDA (1982)
 NH1582
 NH1582                         *CURRENT SURVEY CONTROL
 NH1582  ___________________________________________________________________
 NH1582* NAD 83(1991)-  42 35 41.08585(N)    089 35 35.35738(W)     ADJUSTED  
 NH1582* NAVD 88     -                                                        
 NH1582  ___________________________________________________________________
 NH1582  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 NH1582  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 NH1582
 NH1582  HORZ ORDER  -  THIRD
 NH1582
 NH1582.The horizontal coordinates were established by classical geodetic methods
 NH1582.and adjusted by the National Geodetic Survey in November 1991..
 NH1582
 NH1582
 NH1582.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1582
 NH1582.The geoid height was determined by GEOID03.
 NH1582
 NH1582;                    North         East     Units Scale Factor Converg.
 NH1582;SPC WI S     -    66,153.275   633,392.633   MT  1.00003082   +0 16 46.4
 NH1582;SPC WI S     -   217,037.87  2,078,055.66   sFT  1.00003082   +0 16 46.4
 NH1582;SPC IL W     -   658,301.969   747,068.168   MT  0.99996842   +0 23 17.4
 NH1582;SPC IL W     - 2,159,779.04  2,451,006.15   sFT  0.99996842   +0 23 17.4
 NH1582;UTM  16      - 4,719,073.310   287,246.257   MT  1.00015693   -1 45 20.6
 NH1582
 NH1582                          SUPERSEDED SURVEY CONTROL
 NH1582
 NH1582  NAD 83(1986)-  42 35 41.08148(N)    089 35 35.35640(W) AD(       ) 4
 NH1582  NAD 27      -  42 35 41.05100(N)    089 35 34.92800(W) AD(       ) 3
 NH1582
 NH1582.Superseded values are not recommended for survey control.
 NH1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1582.See file dsdata.txt to determine how the superseded data were derived.
 NH1582
 NH1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8724619073(NAD 83)
 NH1582_MARKER: 42 = RADIO/TV MAST
 NH1582
 NH1582  HISTORY     - Date     Condition        Report By
 NH1582  HISTORY     - 1957     FIRST OBSERVED   CGS
 NH1582  HISTORY     - 20010331 GOOD             NGS
 NH1582  HISTORY     - 20040413 GOOD             USPSQD
 NH1582
 NH1582                          STATION DESCRIPTION
 NH1582
 NH1582'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1582'THE STATION IS THE TOP OF THE MAST WHICH IS 204 FEET HIGH.  IT
 NH1582'IS A STEEL STRUCTURE SUPPORTED BY GUY WIRES AND IS PAINTED
 NH1582'IN ALTERNATE SECTIONS OF RED AND WHITE.  IT IS 500 FEET SOUTHEAST
 NH1582'OF THE BROADCASTING BUILDING.
 NH1582'
 NH1582'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11,
 NH1582'69 AND 81 IN THE SOUTHEAST BUSINESS SECTION OF MONROE, GO EAST ON
 NH1582'STATE HIGHWAY 11 FOR 2.15 MILES TO THE STATION ON THE RIGHT,
 NH1582'SOUTH, SIDE OF THE ROAD.
 NH1582
 NH1582                          STATION RECOVERY (2001)
 NH1582
 NH1582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1582'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH1582
 NH1582                          STATION RECOVERY (2004)
 NH1582
 NH1582'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 NH1582'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 0.2 MILE
 NH1582'SOUTHEAST OF THE JUNCTION OF HIGHWAY 11 AND COUNTY HIGHWAY KK AT THE
 NH1582'EAST END OF RADIO LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5002 ***********************************************************************
 DH5002  DESIGNATION -  MONROE S GPS
 DH5002  PID         -  DH5002
 DH5002  STATE/COUNTY-  WI/GREEN
 DH5002  USGS QUAD   -  MONROE (1982)
 DH5002
 DH5002                         *CURRENT SURVEY CONTROL
 DH5002  ___________________________________________________________________
 DH5002* NAD 83(1997)-  42 36 27.97503(N)    089 39 57.00332(W)     ADJUSTED  
 DH5002* NAVD 88     -                                                        
 DH5002  ___________________________________________________________________
 DH5002  X           -      27,421.963 (meters)                     COMP
 DH5002  Y           -  -4,701,693.637 (meters)                     COMP
 DH5002  Z           -   4,295,729.765 (meters)                     COMP
 DH5002  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 DH5002  ELLIP HEIGHT-         289.88  (meters)          (08/01/05) GPS OBS
 DH5002  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 DH5002
 DH5002  HORZ ORDER  -  FIRST
 DH5002  ELLP ORDER  -  SECOND    CLASS I
 DH5002
 DH5002.The horizontal coordinates were established by GPS observations
 DH5002.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5002
 DH5002
 DH5002.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5002
 DH5002.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5002
 DH5002.The ellipsoidal height was determined by GPS observations
 DH5002.and is referenced to NAD 83.
 DH5002
 DH5002.The geoid height was determined by GEOID03.
 DH5002
 DH5002;                    North         East     Units Scale Factor Converg.
 DH5002;SPC WI S     -    67,573.657   627,421.560   MT  1.00002768   +0 13 46.6
 DH5002;SPC WI S     -   221,697.91  2,058,465.57   sFT  1.00002768   +0 13 46.6
 DH5002;UTM  16      - 4,720,705.078   281,328.544   MT  1.00018834   -1 48 19.5
 DH5002
 DH5002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5002!SPC WI S     -   0.99995454  x   1.00002768  =   0.99998222
 DH5002!UTM  16      -   0.99995454  x   1.00018834  =   1.00014287
 DH5002
 DH5002                          SUPERSEDED SURVEY CONTROL
 DH5002
 DH5002.No superseded survey control is available for this station.
 DH5002
 DH5002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8132920705(NAD 83)
 DH5002_MARKER: DD = SURVEY DISK
 DH5002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5002_STAMPING: MONROE S GPS 2004
 DH5002_MARK LOGO: WIDT  
 DH5002_PROJECTION: FLUSH
 DH5002_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5002+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2005
 DH5002
 DH5002  HISTORY     - Date     Condition        Report By
 DH5002  HISTORY     - 2003     MONUMENTED       WIDT
 DH5002  HISTORY     - 20051227 GOOD             WIDT
 DH5002
 DH5002                          STATION DESCRIPTION
 DH5002
 DH5002'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5002'OWNERSHIP--TOWN OF MONROE.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5002'STATE HIGHWAY  11 WISCONSIN STATE HIGHWAY 81 AND STATE HIGHWAY 69 IN
 DH5002'THE CITY OF MONROE, GO  NORTHWEST ON STATE HIGHWAY 81 FOR 0.7 MI TO
 DH5002'COUNTY HIGHWAY N ON THE LEFT, TURN LEFT  AND GO SOUTH ON BAUMGARTNER
 DH5002'ROAD FOR 1.1 MI TO THE STATION ON THE LEFT.  THE STATION IS  A BRONZE
 DH5002'DEPARTMENT OF WISCONSIN TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH5002'DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT 1 M ABOVE
 DH5002'THE HIGHWAY  PAVEMENT.  THE STATION IS 21.7 M EAST OF THE CENTERLINE
 DH5002'OF BAUMGARTNER ROAD, 21.7 M  SOUTHEAST OF A WOOD POST FOR A --15 MPH
 DH5002'CURVE-- SIGN, 16 M NORTH OF THE CENTER OF A FIELD  ENTRANCE, 6 M WEST
 DH5002'OF A CULTIVATED FIELD, 1.0 M NORTHEAST OF AN ORANGE 4X4 PLASTIC
 DH5002'WITNESS POST, 1.0 M WEST OF AN ORANGE 4X4 PLASTIC WITNESS POST AND 1.0
 DH5002'M SOUTH OF AN  ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS
 DH5002'STATION HAS NO VISIBLE OBSTRUCTIONS  EXTENDING HIGHER THAN 15 DEGREES
 DH5002'ABOVE THE HORIZON.
 DH5002
 DH5002                          STATION RECOVERY (2005)
 DH5002
 DH5002'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5002'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1589 ***********************************************************************
 NH1589  DESIGNATION -  MONROE SENIOR HS PWR HSE STK
 NH1589  PID         -  NH1589
 NH1589  STATE/COUNTY-  WI/GREEN
 NH1589  USGS QUAD   -  MONROE (1982)
 NH1589
 NH1589                         *CURRENT SURVEY CONTROL
 NH1589  ___________________________________________________________________
 NH1589* NAD 83(1991)-  42 35 55.38491(N)    089 38 23.67697(W)     ADJUSTED  
 NH1589* NAVD 88     -                                                        
 NH1589  ___________________________________________________________________
 NH1589  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 NH1589  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 NH1589
 NH1589  HORZ ORDER  -  THIRD
 NH1589
 NH1589.The horizontal coordinates were established by classical geodetic methods
 NH1589.and adjusted by the National Geodetic Survey in November 1991..
 NH1589
 NH1589
 NH1589.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1589
 NH1589.The geoid height was determined by GEOID03.
 NH1589
 NH1589;                    North         East     Units Scale Factor Converg.
 NH1589;SPC WI S     -    66,576.862   629,553.206   MT  1.00002986   +0 14 50.7
 NH1589;SPC WI S     -   218,427.59  2,065,459.14   sFT  1.00002986   +0 14 50.7
 NH1589;SPC IL W     -   658,718.232   743,228.189   MT  0.99996416   +0 21 23.6
 NH1589;SPC IL W     - 2,161,144.73  2,438,407.82   sFT  0.99996416   +0 21 23.6
 NH1589;UTM  16      - 4,719,633.052   283,423.772   MT  1.00017712   -1 47 15.1
 NH1589
 NH1589                          SUPERSEDED SURVEY CONTROL
 NH1589
 NH1589  NAD 83(1986)-  42 35 55.38052(N)    089 38 23.67541(W) AD(       ) 4
 NH1589  NAD 27      -  42 35 55.35200(N)    089 38 23.24500(W) AD(       ) 3
 NH1589
 NH1589.Superseded values are not recommended for survey control.
 NH1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1589.See file dsdata.txt to determine how the superseded data were derived.
 NH1589
 NH1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8342419633(NAD 83)
 NH1589_MARKER: 63 = STACK
 NH1589
 NH1589  HISTORY     - Date     Condition        Report By
 NH1589  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1589  HISTORY     - 1957     GOOD             CGS
 NH1589  HISTORY     - 1979     GOOD             ALSTER
 NH1589  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH1589  HISTORY     - 20040413 MARK NOT FOUND   USPSQD
 NH1589
 NH1589                          STATION DESCRIPTION
 NH1589
 NH1589'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1589'THIS STATION IS THE STACK AT THE POWERHOUSE OF THE SENIOR
 NH1589'HIGH SCHOOL, IN THE TOWN OF MONROE, WISCONSIN.  IT IS ON THE
 NH1589'SOUTHEAST CORNER OF THE POWERHOUSE, ABOUT 195 FEET WEST OF
 NH1589'THE CENTERLINE OF 16TH AVENUE, ABOUT 90 FEET NORTH OF THE
 NH1589'CENTERLINE OF 14TH STREET, AND ABOUT 55 FEET SOUTHWEST OF
 NH1589'THE SOUTHWEST CORNER OF THE SENIOR HIGH SCHOOL BUILDING.
 NH1589'THE STACK WAS ERECTED IN 1918 AND IS QUITE PROMINENT.
 NH1589'
 NH1589'THE STACK IS A RED BRICK STRUCTURE ABOUT 15 FEET IN DIAMETER
 NH1589'AT THE BASE, ABOUT 8 FEET IN DIAMETER AT THE TOP, AND ABOUT
 NH1589'120 FEET HIGH.  IT HAS A HEAVY COLLAR AT THE TOP AND IS
 NH1589'TRIMMED IN CREAM-COLORED BRICK.
 NH1589
 NH1589                          STATION RECOVERY (1957)
 NH1589
 NH1589'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1589'THE STATION WAS RECOVERED AND VERIFIED BY CHECKING THE 1935
 NH1589'DIRECTION FROM STATION BROWN 1935.  IT WAS NOT VISITED.
 NH1589
 NH1589                          STATION RECOVERY (1979)
 NH1589
 NH1589'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1979 (ME)
 NH1589'STACK IN GOOD CONDITION.
 NH1589
 NH1589                          STATION RECOVERY (2001)
 NH1589
 NH1589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1589'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH1589
 NH1589                          STATION RECOVERY (2004)
 NH1589
 NH1589'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 NH1589'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1594 ***********************************************************************
 NH1594  DESIGNATION -  MONROE ST CLARE HOSP STACK
 NH1594  PID         -  NH1594
 NH1594  STATE/COUNTY-  WI/GREEN
 NH1594  USGS QUAD   -  MONROE (1982)
 NH1594
 NH1594                         *CURRENT SURVEY CONTROL
 NH1594  ___________________________________________________________________
 NH1594* NAD 83(1991)-  42 36 26.85787(N)    089 38 00.27704(W)     ADJUSTED  
 NH1594* NAVD 88     -                                                        
 NH1594  ___________________________________________________________________
 NH1594  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 NH1594  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 NH1594
 NH1594  HORZ ORDER  -  THIRD
 NH1594
 NH1594.The horizontal coordinates were established by classical geodetic methods
 NH1594.and adjusted by the National Geodetic Survey in November 1991..
 NH1594
 NH1594
 NH1594.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1594
 NH1594.The geoid height was determined by GEOID03.
 NH1594
 NH1594;                    North         East     Units Scale Factor Converg.
 NH1594;SPC WI S     -    67,550.364   630,082.398   MT  1.00002776   +0 15 06.8
 NH1594;SPC WI S     -   221,621.49  2,067,195.33   sFT  1.00002776   +0 15 06.8
 NH1594;SPC IL W     -   659,692.678   743,755.492   MT  0.99996472   +0 21 39.6
 NH1594;SPC IL W     - 2,164,341.73  2,440,137.81   sFT  0.99996472   +0 21 39.6
 NH1594;UTM  16      - 4,720,587.288   283,987.285   MT  1.00017412   -1 47 00.4
 NH1594
 NH1594                          SUPERSEDED SURVEY CONTROL
 NH1594
 NH1594  NAD 83(1986)-  42 36 26.85348(N)    089 38 00.27541(W) AD(       ) 4
 NH1594  NAD 27      -  42 36 26.83000(N)    089 37 59.84200(W) AD(       ) 3
 NH1594
 NH1594.Superseded values are not recommended for survey control.
 NH1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1594.See file dsdata.txt to determine how the superseded data were derived.
 NH1594
 NH1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8398720587(NAD 83)
 NH1594_MARKER: 63 = STACK
 NH1594
 NH1594  HISTORY     - Date     Condition        Report By
 NH1594  HISTORY     - 1957     FIRST OBSERVED   CGS
 NH1594  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH1594  HISTORY     - 20040413 MARK NOT FOUND   USPSQD
 NH1594
 NH1594                          STATION DESCRIPTION
 NH1594
 NH1594'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1594'THE STATION IS THE CENTER OF THE TOP OF THE STACK.  IT IS OF
 NH1594'RED BRICK CONSTRUCTION AND IS ATTACHED TO THE EAST END OF THE
 NH1594'BOILER ROOM.  THE OVERALL HEIGHT IS 125 FEET.
 NH1594'
 NH1594'IT IS LOCATED IN THE NORTHEAST SECTION OF MONROE AT 515
 NH1594'TWENTY SECOND STREET.
 NH1594
 NH1594                          STATION RECOVERY (2001)
 NH1594
 NH1594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1594'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH1594
 NH1594                          STATION RECOVERY (2004)
 NH1594
 NH1594'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 NH1594'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1585 ***********************************************************************
 NH1585  DESIGNATION -  MONROE ST VICTORS CH TOWER
 NH1585  PID         -  NH1585
 NH1585  STATE/COUNTY-  WI/GREEN
 NH1585  USGS QUAD   -  MONROE (1982)
 NH1585
 NH1585                         *CURRENT SURVEY CONTROL
 NH1585  ___________________________________________________________________
 NH1585* NAD 83(1991)-  42 35 53.82062(N)    089 38 06.66828(W)     ADJUSTED  
 NH1585* NAVD 88     -                                                        
 NH1585  ___________________________________________________________________
 NH1585  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 NH1585  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 NH1585
 NH1585  HORZ ORDER  -  THIRD
 NH1585
 NH1585.The horizontal coordinates were established by classical geodetic methods
 NH1585.and adjusted by the National Geodetic Survey in November 1991..
 NH1585
 NH1585
 NH1585.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1585
 NH1585.The geoid height was determined by GEOID03.
 NH1585
 NH1585;                    North         East     Units Scale Factor Converg.
 NH1585;SPC WI S     -    66,530.277   629,941.174   MT  1.00002997   +0 15 02.4
 NH1585;SPC WI S     -   218,274.75  2,066,732.00   sFT  1.00002997   +0 15 02.4
 NH1585;SPC IL W     -   658,672.389   743,616.220   MT  0.99996457   +0 21 35.1
 NH1585;SPC IL W     - 2,160,994.33  2,439,680.88   sFT  0.99996457   +0 21 35.1
 NH1585;UTM  16      - 4,719,572.711   283,809.898   MT  1.00017506   -1 47 03.6
 NH1585
 NH1585                          SUPERSEDED SURVEY CONTROL
 NH1585
 NH1585  NAD 83(1986)-  42 35 53.81621(N)    089 38 06.66675(W) AD(       ) 4
 NH1585  NAD 27      -  42 35 53.78700(N)    089 38 06.23700(W) AD(       ) 3
 NH1585
 NH1585.Superseded values are not recommended for survey control.
 NH1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1585.See file dsdata.txt to determine how the superseded data were derived.
 NH1585
 NH1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8381019573(NAD 83)
 NH1585_MARKER: 55 = TOWER
 NH1585
 NH1585  HISTORY     - Date     Condition        Report By
 NH1585  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1585  HISTORY     - 1957     GOOD             CGS
 NH1585  HISTORY     - 1979     GOOD             ALSTER
 NH1585  HISTORY     - 20010331 GOOD             NGS
 NH1585  HISTORY     - 20040413 GOOD             USPSQD
 NH1585
 NH1585                          STATION DESCRIPTION
 NH1585
 NH1585'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1585'THIS STATION IS THE TOWER ON THE ST. VICTORS CHURCH IN THE
 NH1585'TOWN OF MONROE, WISCONSIN.  IT IS LOCATED ON THE NORTHEAST
 NH1585'CORNER OF THE CHURCH, ABOUT 75 FEET SOUTH OF THE CENTERLINE
 NH1585'OF 14TH STREET, AND ABOUT 45 FEET WEST OF THE CENTERLINE OF
 NH1585'20TH AVENUE.  THE CHURCH WAS ERECTED IN 1893.  THE TOWER
 NH1585'IS NOT ESPECIALLY PROMINENT.
 NH1585'
 NH1585'THE LOWER SECTION OF THE TOWER IS SQUARE AND OF YELLOW BRICK,
 NH1585'ABOUT 60 FEET HIGH.  ON THIS SECTION THERE IS A SMALLER
 NH1585'TOWER ABOUT 20 FEET HIGH WITH A LARGE GOTHIC OPENING ON EACH
 NH1585'SIDE AND A PROJECTING LEDGE AROUND THE TOP.  THERE IS A WHITE
 NH1585'SLOPING CORNICE ABOUT 4 FEET HIGH AROUND THE TOP AND TURRETS
 NH1585'AT THE CORNERS.  THE FOUR-SIDED PYRAMIDAL GREY-SHINGLED
 NH1585'ROOF IS ABOUT 10 FEET HIGH AND HAS A KNOB AND A 5-FOOT CROSS
 NH1585'AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT 100 FEET.
 NH1585
 NH1585                          STATION RECOVERY (1957)
 NH1585
 NH1585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1585'THE STATION WAS RECOVERED AND VERIFIED BY CHECKING THE 1935
 NH1585'DIRECTION FROM STATION BROWN 1935.  IT WAS NOT VISITED.
 NH1585
 NH1585                          STATION RECOVERY (1979)
 NH1585
 NH1585'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1979 (ME)
 NH1585'TOWER IN GOOD CONDITION.
 NH1585
 NH1585                          STATION RECOVERY (2001)
 NH1585
 NH1585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1585'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH1585
 NH1585                          STATION RECOVERY (2004)
 NH1585
 NH1585'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 NH1585'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5207 ***********************************************************************
 DH5207  DESIGNATION -  MONROE W GPS
 DH5207  PID         -  DH5207
 DH5207  STATE/COUNTY-  WI/GREEN
 DH5207  USGS QUAD   -  MONROE NW (1982)
 DH5207
 DH5207                         *CURRENT SURVEY CONTROL
 DH5207  ___________________________________________________________________
 DH5207* NAD 83(1997)-  42 39 27.50884(N)    089 42 24.85043(W)     ADJUSTED  
 DH5207* NAVD 88     -                                                        
 DH5207  ___________________________________________________________________
 DH5207  X           -      24,032.571 (meters)                     COMP
 DH5207  Y           -  -4,697,940.966 (meters)                     COMP
 DH5207  Z           -   4,299,788.342 (meters)                     COMP
 DH5207  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 DH5207  ELLIP HEIGHT-         264.25  (meters)          (08/01/05) GPS OBS
 DH5207  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 DH5207
 DH5207  HORZ ORDER  -  FIRST
 DH5207  ELLP ORDER  -  SECOND    CLASS I
 DH5207
 DH5207.The horizontal coordinates were established by GPS observations
 DH5207.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5207
 DH5207
 DH5207.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5207
 DH5207.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5207
 DH5207.The ellipsoidal height was determined by GPS observations
 DH5207.and is referenced to NAD 83.
 DH5207
 DH5207.The geoid height was determined by GEOID03.
 DH5207
 DH5207;                    North         East     Units Scale Factor Converg.
 DH5207;SPC WI S     -    73,100.963   624,032.020   MT  1.00001612   +0 12 05.0
 DH5207;SPC WI S     -   239,832.08  2,047,345.05   sFT  1.00001612   +0 12 05.0
 DH5207;UTM  16      - 4,726,350.287   278,136.926   MT  1.00020563   -1 50 06.0
 DH5207
 DH5207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5207!SPC WI S     -   0.99995856  x   1.00001612  =   0.99997468
 DH5207!UTM  16      -   0.99995856  x   1.00020563  =   1.00016418
 DH5207
 DH5207                          SUPERSEDED SURVEY CONTROL
 DH5207
 DH5207.No superseded survey control is available for this station.
 DH5207
 DH5207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7813726350(NAD 83)
 DH5207_MARKER: DD = SURVEY DISK
 DH5207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5207_STAMPING: MONROE W GPS 2004
 DH5207_MARK LOGO: WIDT  
 DH5207_PROJECTION: FLUSH
 DH5207_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5207+STABILITY: SURFACE MOTION
 DH5207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5207+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5207
 DH5207  HISTORY     - Date     Condition        Report By
 DH5207  HISTORY     - 2003     MONUMENTED       WIDT
 DH5207
 DH5207                          STATION DESCRIPTION
 DH5207
 DH5207'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5207'OWNERSHIP--TOWN OF MONROE.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5207'COUNTY  HIHGWAY J WITH STATE HIGHWAY 81 ABOUT 3 MI NORTHWEST OF THE
 DH5207'CITY OF MONROE, GO NORTH  ON COUNTY HIGHWAY J FOR 1.6 MI TO
 DH5207'ROTHENBUEHLER ROAD ON THE LEFT, TURN LEFT AND GO  WESTERLY ON
 DH5207'ROTHENBUEHLER ROAD FOR 1.0 MI TO THE STATION ON THE LEFT.  THE STATION
 DH5207'IS A  BRONZE WISCONSIN DEPARTMENT OF TANSPORTATION GEODETIC SURVEY
 DH5207'CONTROL STATION DISK  SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DH5207'ABOUT LEVEL WITH THE ROAD PAVEMENT.   THE STATION IS 5.6 MSOUTH OF THE
 DH5207'CENTERLINE OF ROTHENBUEHLER ROAD, 85 M EAST OF A WOOD  POST FOR A
 DH5207'--LEFT CURVE-- SIGN, 2 M NORTH OF A CULTIVATED FIELD, 1.0 M SOUTHWEST
 DH5207'OF AN  ORANGE 4X4 PLASTIC WITNESS POST, 1.0 M SOUTHEAST OF AN ORANGE
 DH5207'4X4 WITNESS POST, AND 1.0  M NORTH OF AN ORANGE 4X4 PLASTIC WITNESS
 DH5207'POST.  ---NOTE---THIS STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING
 DH5207'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1016 ***********************************************************************
 OM1016  DESIGNATION -  MONTELLO
 OM1016  PID         -  OM1016
 OM1016  STATE/COUNTY-  WI/MARQUETTE
 OM1016  USGS QUAD   -  MONTELLO (1984)
 OM1016
 OM1016                         *CURRENT SURVEY CONTROL
 OM1016  ___________________________________________________________________
 OM1016* NAD 83(1991)-  43 45 59.96990(N)    089 19 43.12402(W)     ADJUSTED  
 OM1016* NAVD 88     -       251.     (meters)     823.     (feet)  SCALED    
 OM1016  ___________________________________________________________________
 OM1016  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 OM1016  GEOID HEIGHT-         -35.94  (meters)                     GEOID03
 OM1016
 OM1016  HORZ ORDER  -  THIRD
 OM1016
 OM1016.The horizontal coordinates were established by classical geodetic methods
 OM1016.and adjusted by the National Geodetic Survey in November 1991..
 OM1016
 OM1016.The orthometric height was scaled from a topographic map.
 OM1016
 OM1016.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1016
 OM1016.The geoid height was determined by GEOID03.
 OM1016
 OM1016;                    North         East     Units Scale Factor Converg.
 OM1016;SPC WI S     -   196,478.909   654,054.236   MT  0.99995285   +0 27 40.6
 OM1016;SPC WI S     -   644,614.55  2,145,842.94   sFT  0.99995285   +0 27 40.6
 OM1016;UTM  16      - 4,848,592.008   312,570.471   MT  1.00003211   -1 36 40.5
 OM1016
 OM1016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1016!SPC WI S     -   0.99996628  x   0.99995285  =   0.99991913
 OM1016!UTM  16      -   0.99996628  x   1.00003211  =   0.99999839
 OM1016
 OM1016:                Primary Azimuth Mark                     Grid Az
 OM1016:SPC WI S     -  MONTELLO AZ MK                           087 55 26.2
 OM1016:UTM  16      -  MONTELLO AZ MK                           089 59 47.3
 OM1016
 OM1016|---------------------------------------------------------------------|
 OM1016| PID    Reference Object                     Distance      Geod. Az  |
 OM1016|                                                           dddmmss.s |
 OM1016| CI9374 MONTELLO AZ MK                                     0882306.8 |
 OM1016| CI9375 MONTELLO RM 1                         6.770 METERS 09248     |
 OM1016| CI9376 MONTELLO RM 2                        13.763 METERS 17211     |
 OM1016|---------------------------------------------------------------------|
 OM1016
 OM1016                          SUPERSEDED SURVEY CONTROL
 OM1016
 OM1016  NAD 83(1986)-  43 45 59.96424(N)    089 19 43.13103(W) AD(       ) 3
 OM1016  NAD 27      -  43 46 00.04190(N)    089 19 42.70630(W) AD(       ) 3
 OM1016
 OM1016.Superseded values are not recommended for survey control.
 OM1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1016.See file dsdata.txt to determine how the superseded data were derived.
 OM1016
 OM1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP1257048592(NAD 83)
 OM1016_MARKER: DS = TRIANGULATION STATION DISK
 OM1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1016
 OM1016  HISTORY     - Date     Condition        Report By
 OM1016  HISTORY     - 1958     MONUMENTED       CGS
 OM1016
 OM1016                          STATION DESCRIPTION
 OM1016
 OM1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1016'THE STATION IS ABOUT 13 MILES NORTHWEST OF KINGSTON, ABOUT
 OM1016'2 MILES SOUTH OF MONTELLO AND ON ROAD RIGHT-OF-WAY.  IT IS
 OM1016'22 FEET EAST OF A 12 INCH OAK TREE WITH A TRIANGULAR BLAZE,
 OM1016'23 FEET NORTH OF THE CENTERLINE OF COUNTY ROAD XX AND 6 FEET
 OM1016'SOUTH OF A WHITE WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES
 OM1016'AND THE DISK IS STAMPED MONTELLO 1958.
 OM1016'
 OM1016'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 22
 OM1016'AND 23 IN MONTELLO, GO SOUTH ON HIGHWAY 22 FOR 0.85 MILE TO
 OM1016'THE JUNCTION OF COUNTY ROAD F.  TURN RIGHT AND GO SOUTHWEST
 OM1016'ON ROAD F FOR 1.4 MILES TO THE JUNCTION OF COUNTY ROAD XX.
 OM1016'TURN LEFT AND GO EAST ON ROAD XX FOR 0.55 MILE TO THE STATION
 OM1016'ON THE LEFT AS DESCRIBED.
 OM1016'
 OM1016'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON ROAD
 OM1016'XX FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 OM1016'
 OM1016'REFERENCE MARK 1 IS 44 FEET WEST OF A TELEPHONE POLE, 22 FEET
 OM1016'NORTH OF THE CENTERLINE OF THE ROAD AND 18 FEET EAST OF THE
 OM1016'WHITE WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES AND THE
 OM1016'DISK IS STAMPED MONTELLO NO 1 1958.
 OM1016'
 OM1016'REFERENCE MARK 2 IS 54 FEET SOUTHEAST OF A 12 INCH OAK TREE
 OM1016'WITH A TRIANGULAR BLAZE, 20 FEET SOUTH OF THE CENTERLINE OF
 OM1016'THE ROAD AND 1 FOOT NORTH OF A FENCE.  THE MONUMENT PROJECTS
 OM1016'4 INCHES AND THE DISK IS STAMPED MONTELLO NO 2 1958.
 OM1016'
 OM1016'THE AZIMUTH MARK IS 34 FEET EAST OF A FENCE CORNER, 18 FEET
 OM1016'SOUTH OF THE CENTERLINE OF THE ROAD AND 2 FEET NORTH OF A
 OM1016'POWER POLE AND A WHITE WITNESS POST.  THE MONUMENT IS FLUSH
 OM1016'AND THE DISK IS STAMPED MONTELLO 1958.
 OM1016'
 OM1016'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5499 ***********************************************************************
 DH5499  DESIGNATION -  MONTELLO C GPS
 DH5499  PID         -  DH5499
 DH5499  STATE/COUNTY-  WI/MARQUETTE
 DH5499  USGS QUAD   -  MONTELLO (1984)
 DH5499
 DH5499                         *CURRENT SURVEY CONTROL
 DH5499  ___________________________________________________________________
 DH5499* NAD 83(1997)-  43 45 39.27809(N)    089 17 54.60795(W)     ADJUSTED  
 DH5499* NAVD 88     -                                                        
 DH5499  ___________________________________________________________________
 DH5499  X           -      56,490.325 (meters)                     COMP
 DH5499  Y           -  -4,613,693.007 (meters)                     COMP
 DH5499  Z           -   4,389,086.120 (meters)                     COMP
 DH5499  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 DH5499  ELLIP HEIGHT-         205.83  (meters)          (08/01/05) GPS OBS
 DH5499  GEOID HEIGHT-         -35.95  (meters)                     GEOID03
 DH5499
 DH5499  HORZ ORDER  -  FIRST
 DH5499  ELLP ORDER  -  SECOND    CLASS I
 DH5499
 DH5499.The horizontal coordinates were established by GPS observations
 DH5499.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5499
 DH5499
 DH5499.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5499
 DH5499.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5499
 DH5499.The ellipsoidal height was determined by GPS observations
 DH5499.and is referenced to NAD 83.
 DH5499
 DH5499.The geoid height was determined by GEOID03.
 DH5499
 DH5499;                    North         East     Units Scale Factor Converg.
 DH5499;SPC WI S     -   195,860.324   656,486.550   MT  0.99995222   +0 28 55.2
 DH5499;SPC WI S     -   642,585.08  2,153,822.96   sFT  0.99995222   +0 28 55.2
 DH5499;UTM  16      - 4,847,885.819   314,979.003   MT  1.00002107   -1 35 24.8
 DH5499
 DH5499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5499!SPC WI S     -   0.99996772  x   0.99995222  =   0.99991995
 DH5499!UTM  16      -   0.99996772  x   1.00002107  =   0.99998879
 DH5499
 DH5499                          SUPERSEDED SURVEY CONTROL
 DH5499
 DH5499.No superseded survey control is available for this station.
 DH5499
 DH5499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP1497947886(NAD 83)
 DH5499_MARKER: DD = SURVEY DISK
 DH5499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5499_STAMPING: MONTELLO C GPS 2004
 DH5499_MARK LOGO: WIDT  
 DH5499_PROJECTION: FLUSH
 DH5499_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5499+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5499
 DH5499  HISTORY     - Date     Condition        Report By
 DH5499  HISTORY     - 2003     MONUMENTED       WIDT
 DH5499
 DH5499                          STATION DESCRIPTION
 DH5499
 DH5499'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5499'OWNERSHIP--TOWNSHIP OF MONTELLO.  TO REACH THE STATION FROM THE
 DH5499'JUNCTION OF STATE HIGHWAY 22 (MAIN STREET) WITH COUNTY HIGHWAY F IN
 DH5499'THE CITY OF  MONTELLO, GO SOUTHEAST ON STATE HIGHWAY 22 (MAIN STREET)
 DH5499'FOR 1.8 MI TO FOX LANE ON THE  LEFT, TURN LEFT AND GO EAST ON FOX LANE
 DH5499'FOR 0.2 MI TO THE STATION ON THE LEFT.  THE STATION  IS A  BRONZE
 DH5499'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC  SURVEY CONTROL
 DH5499'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT 1
 DH5499'M  ABOVE THE ROAD PAVEMENT.  THE STATION IS 6.8 M NORTH OF THE
 DH5499'CENTERLINE OF FOX LANE, 21.5  M NORTHWEST OF A POWERPOLE
 DH5499'--15-10-22.3.4 40/17--, 9 M EAST OF THE EXTENDED CENTERLINE  OF
 DH5499'PRIVATE ENTRANCE --W2733--, 2.2 M EAST-NORTHEAST OF A METAL POST FOR A
 DH5499'--CAUTION  TELEPHONE CABLE UNDERGROUND-- SIGN, 1.0 M SOUTH OF A BARBED
 DH5499'WIRE FENCE, 1.0 M NORTH OF  AN  ORANGE 4X4  PLASTIC WITNESS POST, 1.0
 DH5499'M SOUTHEAST OF AN  ORANGE 4X4  PLASTIC WITNESS POST AND 1.0 M
 DH5499'SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.   ---NOTE---THIS
 DH5499'STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DH5499'ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5681 ***********************************************************************
 DH5681  DESIGNATION -  MONTELLO GPS
 DH5681  PID         -  DH5681
 DH5681  STATE/COUNTY-  WI/MARQUETTE
 DH5681  USGS QUAD   -  PACKWAUKEE (1984)
 DH5681
 DH5681                         *CURRENT SURVEY CONTROL
 DH5681  ___________________________________________________________________
 DH5681* NAD 83(1997)-  43 47 43.21823(N)    089 22 50.18825(W)     ADJUSTED  
 DH5681* NAVD 88     -                                                        
 DH5681  ___________________________________________________________________
 DH5681  X           -      49,850.194 (meters)                     COMP
 DH5681  Y           -  -4,611,124.734 (meters)                     COMP
 DH5681  Z           -   4,391,849.995 (meters)                     COMP
 DH5681  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 DH5681  ELLIP HEIGHT-         208.57  (meters)          (08/01/05) GPS OBS
 DH5681  GEOID HEIGHT-         -35.92  (meters)                     GEOID03
 DH5681
 DH5681  HORZ ORDER  -  FIRST
 DH5681  ELLP ORDER  -  SECOND    CLASS I
 DH5681
 DH5681.The horizontal coordinates were established by GPS observations
 DH5681.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5681
 DH5681
 DH5681.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5681
 DH5681.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5681
 DH5681.The ellipsoidal height was determined by GPS observations
 DH5681.and is referenced to NAD 83.
 DH5681
 DH5681.The geoid height was determined by GEOID03.
 DH5681
 DH5681;                    North         East     Units Scale Factor Converg.
 DH5681;SPC WI S     -   199,632.883   649,846.894   MT  0.99995617   +0 25 32.1
 DH5681;SPC WI S     -   654,962.22  2,132,039.35   sFT  0.99995617   +0 25 32.1
 DH5681;UTM  16      - 4,851,896.404   308,479.620   MT  1.00005117   -1 38 53.1
 DH5681
 DH5681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5681!SPC WI S     -   0.99996730  x   0.99995617  =   0.99992347
 DH5681!UTM  16      -   0.99996730  x   1.00005117  =   1.00001846
 DH5681
 DH5681                          SUPERSEDED SURVEY CONTROL
 DH5681
 DH5681.No superseded survey control is available for this station.
 DH5681
 DH5681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP0848051896(NAD 83)
 DH5681_MARKER: DD = SURVEY DISK
 DH5681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5681_STAMPING: MONTELLO GPS 1994
 DH5681_MARK LOGO: WIDT  
 DH5681_PROJECTION: FLUSH
 DH5681_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5681+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2003
 DH5681
 DH5681  HISTORY     - Date     Condition        Report By
 DH5681  HISTORY     - 1994     MONUMENTED       WI-077
 DH5681  HISTORY     - 20030825 GOOD             WIDT
 DH5681
 DH5681                          STATION DESCRIPTION
 DH5681
 DH5681'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5681'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH5681'STATION FROM THE  JUNCTION OF STATE HIGHWAY 22 SOUTH (MAIN STREET)
 DH5681'WITH STATE HIGHWAY 23 (MONTELLO  STREET) IN THE CITY OF MONTELLO, GO
 DH5681'WEST ON STATE HIGHWAY 23 (MONTELLO STREET) FOR 2.0 MI  TO FERN AVENUE
 DH5681'ON THE RIGHT, CONTINUE WEST ON STATE HIGHWAY 23 FOR 0.8 MI TO THE
 DH5681'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH5681'TRANSPORTATION  GEODETIC CONTROL MARK DISK SET IN THE TOP OF A 30-CM
 DH5681'DIAMETER CONCRETE POST ABOUT 2 M  BELOW THE HIGHWAY PAVEMENT.  THE
 DH5681'STATION IS 12.9 M NORTH OF THE CENTERLINE OF STATE  HIGHWAY 23, 12.5 M
 DH5681'WEST OF THE TOP CENTER OF A 80-CM DIAMETER CORRUGATE METAL CULVERT
 DH5681'PIPE, 5.2 M SOUTHWEST OF A TELEPHONE PEDESTAL --3351-- AND 1.0 M
 DH5681'NORTH, SOUTHWEST,  SOUTHEAST OF THREE ORANGE 4X4 PLASTIC WITNESS
 DH5681'POSTS.    ---NOTE---THIS STATION HAS NO  VISIBLE OBSTRUCTIONS
 DH5681'EXTENDING  HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1017 ***********************************************************************
 OM1017  DESIGNATION -  MONTELLO MUNICIPAL TANK
 OM1017  PID         -  OM1017
 OM1017  STATE/COUNTY-  WI/MARQUETTE
 OM1017  USGS QUAD   -  MONTELLO (1984)
 OM1017
 OM1017                         *CURRENT SURVEY CONTROL
 OM1017  ___________________________________________________________________
 OM1017* NAD 83(1991)-  43 47 33.69679(N)    089 19 29.62797(W)     ADJUSTED  
 OM1017* NAVD 88     -                                                        
 OM1017  ___________________________________________________________________
 OM1017  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 OM1017  GEOID HEIGHT-         -35.97  (meters)                     GEOID03
 OM1017
 OM1017  HORZ ORDER  -  THIRD
 OM1017
 OM1017.The horizontal coordinates were established by classical geodetic methods
 OM1017.and adjusted by the National Geodetic Survey in November 1991..
 OM1017
 OM1017
 OM1017.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1017
 OM1017.The geoid height was determined by GEOID03.
 OM1017
 OM1017;                    North         East     Units Scale Factor Converg.
 OM1017;SPC WI S     -   199,373.842   654,332.655   MT  0.99995585   +0 27 49.9
 OM1017;SPC WI S     -   654,112.35  2,146,756.39   sFT  0.99995585   +0 27 49.9
 OM1017;UTM  16      - 4,851,475.197   312,953.450   MT  1.00003034   -1 36 33.9
 OM1017
 OM1017                          SUPERSEDED SURVEY CONTROL
 OM1017
 OM1017  NAD 83(1986)-  43 47 33.69048(N)    089 19 29.63455(W) AD(       ) 4
 OM1017  NAD 27      -  43 47 33.76700(N)    089 19 29.20800(W) AD(       ) 3
 OM1017
 OM1017.Superseded values are not recommended for survey control.
 OM1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1017.See file dsdata.txt to determine how the superseded data were derived.
 OM1017
 OM1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP1295351475(NAD 83)
 OM1017_MARKER: 53 = ELEVATED TANK
 OM1017
 OM1017  HISTORY     - Date     Condition        Report By
 OM1017  HISTORY     - 1958     FIRST OBSERVED   CGS
 OM1017  HISTORY     - 19990918 GOOD             USPSQD
 OM1017  HISTORY     - 20050320 GOOD             USPSQD
 OM1017
 OM1017                          STATION DESCRIPTION
 OM1017
 OM1017'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5500 ***********************************************************************
 DH5500  DESIGNATION -  MONTELLO N GPS
 DH5500  PID         -  DH5500
 DH5500  STATE/COUNTY-  WI/MARQUETTE
 DH5500  USGS QUAD   -  MONTELLO (1984)
 DH5500
 DH5500                         *CURRENT SURVEY CONTROL
 DH5500  ___________________________________________________________________
 DH5500* NAD 83(1997)-  43 47 15.14540(N)    089 15 20.01175(W)     ADJUSTED  
 DH5500* NAVD 88     -                                                        
 DH5500  ___________________________________________________________________
 DH5500  X           -      59,921.724 (meters)                     COMP
 DH5500  Y           -  -4,611,605.044 (meters)                     COMP
 DH5500  Z           -   4,391,225.041 (meters)                     COMP
 DH5500  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 DH5500  ELLIP HEIGHT-         209.30  (meters)          (08/01/05) GPS OBS
 DH5500  GEOID HEIGHT-         -35.98  (meters)                     GEOID03
 DH5500
 DH5500  HORZ ORDER  -  FIRST
 DH5500  ELLP ORDER  -  SECOND    CLASS I
 DH5500
 DH5500.The horizontal coordinates were established by GPS observations
 DH5500.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5500
 DH5500
 DH5500.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5500
 DH5500.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5500
 DH5500.The ellipsoidal height was determined by GPS observations
 DH5500.and is referenced to NAD 83.
 DH5500
 DH5500.The geoid height was determined by GEOID03.
 DH5500
 DH5500;                    North         East     Units Scale Factor Converg.
 DH5500;SPC WI S     -   198,848.830   659,917.969   MT  0.99995524   +0 30 41.4
 DH5500;SPC WI S     -   652,389.87  2,165,080.87   sFT  0.99995524   +0 30 41.4
 DH5500;UTM  16      - 4,850,748.447   318,516.463   MT  1.00000512   -1 33 40.5
 DH5500
 DH5500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5500!SPC WI S     -   0.99996718  x   0.99995524  =   0.99992242
 DH5500!UTM  16      -   0.99996718  x   1.00000512  =   0.99997230
 DH5500
 DH5500                          SUPERSEDED SURVEY CONTROL
 DH5500
 DH5500.No superseded survey control is available for this station.
 DH5500
 DH5500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP1851650748(NAD 83)
 DH5500_MARKER: DD = SURVEY DISK
 DH5500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5500_STAMPING: MONTELLO N GPS 2004
 DH5500_MARK LOGO: WIDT  
 DH5500_PROJECTION: FLUSH
 DH5500_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5500+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5500
 DH5500  HISTORY     - Date     Condition        Report By
 DH5500  HISTORY     - 2003     MONUMENTED       WIDT
 DH5500
 DH5500                          STATION DESCRIPTION
 DH5500
 DH5500'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5500'OWNERSHIP--TOWNSHIP OF MONTELLO.  TO REACH THE STATION FROM THE
 DH5500'WESTERN MOST  JUNCTION OF STATE HIGHWAY 23 (E MONTELLO STREET) WITH
 DH5500'COUNTY HIGHWAY C IN THE CITY OF  MONTELLO, GO EASTERLY ON COUNTY
 DH5500'HIGHWAY C FOR 3.25 MI TO 18TH ROAD ON THE LEFT, TURN  LEFT AND GO
 DH5500'NORTH ON 18TH ROAD FOR 0.4 MI TO THE STATION ON THE LEFT.  THE STATION
 DH5500'IS A  BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC  SURVEY
 DH5500'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DH5500'ABOUT 1 M  ABOVE THE ROAD PAVEMENT.  THE STATION IS 8.6 M WEST OF THE
 DH5500'CENTERLINE OF 18TH ROAD, 0.6  MI SOUTH OF PRIVATE ENTRANCE --N4304--,
 DH5500'1 M EAST OF A WIRE FENCE, 0.9 M SOUTH OF AN  ORANGE 4X4  PLASTIC
 DH5500'WITNESS POST AND 0.7 M NORTH OF AN  ORANGE 4X4  PLASTIC WITNESS POST.
 DH5500'---NOTE---THIS  STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER
 DH5500'THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0810 ***********************************************************************
 OM0810  DESIGNATION -  MONTEREY
 OM0810  PID         -  OM0810
 OM0810  STATE/COUNTY-  WI/WAUKESHA
 OM0810  USGS QUAD   -  STONEBANK (1976)
 OM0810
 OM0810                         *CURRENT SURVEY CONTROL
 OM0810  ___________________________________________________________________
 OM0810* NAD 83(1991)-  43 10 01.47978(N)    088 29 55.11161(W)     ADJUSTED  
 OM0810* NAVD 88     -       302.     (meters)     991.     (feet)  SCALED    
 OM0810  ___________________________________________________________________
 OM0810  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 OM0810  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 OM0810
 OM0810  HORZ ORDER  -  SECOND
 OM0810
 OM0810.The horizontal coordinates were established by classical geodetic methods
 OM0810.and adjusted by the National Geodetic Survey in November 1991..
 OM0810
 OM0810.The orthometric height was scaled from a topographic map.
 OM0810
 OM0810.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0810
 OM0810.The geoid height was determined by GEOID03.
 OM0810
 OM0810;                    North         East     Units Scale Factor Converg.
 OM0810;SPC WI S     -   130,749.949   722,076.133   MT  0.99994086   +1 01 53.7
 OM0810;SPC WI S     -   428,968.79  2,369,011.45   sFT  0.99994086   +1 01 53.7
 OM0810;UTM  16      - 4,780,458.841   378,178.731   MT  0.99978256   -1 01 31.4
 OM0810
 OM0810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0810!SPC WI S     -   0.99995807  x   0.99994086  =   0.99989893
 OM0810!UTM  16      -   0.99995807  x   0.99978256  =   0.99974064
 OM0810
 OM0810:                Primary Azimuth Mark                     Grid Az
 OM0810:SPC WI S     -  HOLY HILL LDY MERCY CH W SPIRE           057 11 52.2
 OM0810:UTM  16      -  HOLY HILL LDY MERCY CH W SPIRE           059 15 17.3
 OM0810
 OM0810|---------------------------------------------------------------------|
 OM0810| PID    Reference Object                     Distance      Geod. Az  |
 OM0810|                                                           dddmmss.s |
 OM0810| OM0786 HOLY HILL LDY MERCY CH W SPIRE      APPROX.16.3 KM 0581345.9 |
 OM0810| OM0787 HOLY HILL LDY MERCY CH E SPIRE      APPROX.16.3 KM 0581758.5 |
 OM0810| CI9378 MONTEREY RM 1                        18.581 METERS 14709     |
 OM0810| OM0798 OCONOMOWOC MUNICIPAL TANK           APPROX. 6.6 KM 1750859.2 |
 OM0810| CI9377 MONTEREY AZ MK                                     2042129.9 |
 OM0810| CI9379 MONTEREY RM 2                        23.624 METERS 27349     |
 OM0810|---------------------------------------------------------------------|
 OM0810
 OM0810                          SUPERSEDED SURVEY CONTROL
 OM0810
 OM0810  NAD 83(1986)-  43 10 01.47197(N)    088 29 55.11971(W) AD(       ) 2
 OM0810  NAD 27      -  43 10 01.45057(N)    088 29 54.76116(W) AD(       ) 2
 OM0810
 OM0810.Superseded values are not recommended for survey control.
 OM0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0810.See file dsdata.txt to determine how the superseded data were derived.
 OM0810
 OM0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7817980459(NAD 83)
 OM0810_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OM0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0810
 OM0810  HISTORY     - Date     Condition        Report By
 OM0810  HISTORY     - 1957     MONUMENTED       CGS
 OM0810  HISTORY     - 1970     SEE DESCRIPTION  WIDT
 OM0810  HISTORY     - 1974     SEE DESCRIPTION  ALSTER
 OM0810
 OM0810                          STATION DESCRIPTION
 OM0810
 OM0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 OM0810'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF OCONOMOWOC,
 OM0810'ABOUT 1/2 MILE SOUTH OF THE SMALL VILLAGE OF MONTEREY AND ON
 OM0810'THE HIGHEST POINT OF A HIGH GRASSY KNOLL OWNED BY MRS. LOUISE
 OM0810'WEBER.  IT IS 28 FEET EAST OF A LARGE BOULDER WHICH PROJECTS
 OM0810'1 FOOT AND 5 FEET SOUTH OF A WHITE WITNESS POST.  THE MONUMENT
 OM0810'PROJECTS 4 INCHES AND THE DISK IS STAMPED MONTEREY 1957.
 OM0810'
 OM0810'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 16 AND
 OM0810'STATE HIGHWAY 67 IN OCONOMOWOC, GO NORTH ON HIGHWAY 67 FOR
 OM0810'3.5 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH
 OM0810'ON HIGHWAY 67 FOR 0.1 MILE TO A PAVED CROSSROAD.  CONTINUE
 OM0810'NORTH ON HIGHWAY 67 FOR 0.3 MILE TO A WOODEN GATE ON THE RIGHT.
 OM0810'TURN RIGHT PASSING THROUGH THE GATE AND GO SOUTHEAST ACROSS
 OM0810'A PASTURE AND UP HILL FOR 0.15 MILE TO THE HIGHEST POINT AND
 OM0810'THE STATION.
 OM0810'
 OM0810'REFERENCE MARK 1 IS 4 FEET LOWER THAN THE STATION MARK AND
 OM0810'65 FEET SOUTH OF THE WHITE WITNESS POST.  THE MONUMENT IS FLUSH
 OM0810'AND THE DISK IS STAMPED MONTEREY NO 1 1957.
 OM0810'
 OM0810'REFERENCE MARK 2 IS 78 FEET WEST OF THE WHITE WITNESS POST
 OM0810'AND 50 FEET WEST OF THE LARGE BOULDER.  THE MONUMENT IS FLUSH
 OM0810'AND THE DISK IS STAMPED MONTEREY NO 2 1957.
 OM0810'
 OM0810'THE AZIMUTH MARK IS 22 FEET WEST OF THE CENTERLINE OF STATE
 OM0810'HIGHWAY 67 AND 1 FOOT NORTH OF A TELEPHONE POLE AND A WHITE
 OM0810'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 OM0810'MONTEREY 1957.
 OM0810'
 OM0810'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 OM0810
 OM0810                          STATION RECOVERY (1970)
 OM0810
 OM0810'RECOVERY NOTE BY WI DEPT OF TRANSP 1970 (ELH)
 OM0810'DESCRIPTION ADEQUATE.  STATION AND REFERENCE MARK FOUND AS
 OM0810'DESCRIBED IN GOOD CONDITION, EXCEPT CO. CA IS THE HWY 67
 OM0810'IN NOTES
 OM0810
 OM0810                          STATION RECOVERY (1974)
 OM0810
 OM0810'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1974 (LC)
 OM0810'MONTEREY 1957-GOOD SET NEW FENCE POST AND WITNESS SIGN 1 FT N.
 OM0810'
 OM0810'MONTEREY NO 1 1957-GOOD
 OM0810'
 OM0810'MONTEREY NO 2 1957-GOOD
 OM0810'
 OM0810'MONTEREY 1957-AZIMUTH MARK NOT FOUND-NEW ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH4985 ***********************************************************************
 DH4985  DESIGNATION -  MONTFORT GPS
 DH4985  PID         -  DH4985
 DH4985  STATE/COUNTY-  WI/GRANT
 DH4985  USGS QUAD   -  MONTFORT (1978)
 DH4985
 DH4985                         *CURRENT SURVEY CONTROL
 DH4985  ___________________________________________________________________
 DH4985* NAD 83(1997)-  42 58 15.17148(N)    090 28 40.76517(W)     ADJUSTED  
 DH4985* NAVD 88     -                                                        
 DH4985  ___________________________________________________________________
 DH4985  X           -     -38,995.706 (meters)                     COMP
 DH4985  Y           -  -4,674,231.730 (meters)                     COMP
 DH4985  Z           -   4,325,354.707 (meters)                     COMP
 DH4985  LAPLACE CORR-          -4.77  (seconds)                    DEFLEC99
 DH4985  ELLIP HEIGHT-         321.83  (meters)          (08/01/05) GPS OBS
 DH4985  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 DH4985
 DH4985  HORZ ORDER  -  B
 DH4985  ELLP ORDER  -  FOURTH    CLASS I
 DH4985
 DH4985.The horizontal coordinates were established by GPS observations
 DH4985.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH4985
 DH4985
 DH4985.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4985
 DH4985.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4985
 DH4985.The ellipsoidal height was determined by GPS observations
 DH4985.and is referenced to NAD 83.
 DH4985
 DH4985.The geoid height was determined by GEOID03.
 DH4985
 DH4985;                    North         East     Units Scale Factor Converg.
 DH4985;SPC WI S     -   107,967.506   561,007.556   MT  0.99996059   -0 19 42.3
 DH4985;SPC WI S     -   354,223.39  1,840,572.29   sFT  0.99996059   -0 19 42.3
 DH4985;UTM  15      - 4,760,667.575   705,666.706   MT  1.00012039   +1 43 10.8
 DH4985
 DH4985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4985!SPC WI S     -   0.99994953  x   0.99996059  =   0.99991012
 DH4985!UTM  15      -   0.99994953  x   1.00012039  =   1.00006992
 DH4985
 DH4985                          SUPERSEDED SURVEY CONTROL
 DH4985
 DH4985.No superseded survey control is available for this station.
 DH4985
 DH4985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH0566760668(NAD 83)
 DH4985_MARKER: DD = SURVEY DISK
 DH4985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4985_STAMPING: MONTFORT GPS 2004
 DH4985_MARK LOGO: WIDT  
 DH4985_PROJECTION: FLUSH
 DH4985_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH4985_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4985+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH4985
 DH4985  HISTORY     - Date     Condition        Report By
 DH4985  HISTORY     - 2003     MONUMENTED       WIDT
 DH4985  HISTORY     - 20040816 GOOD             WIDT
 DH4985  HISTORY     - 20051228 GOOD             WIDT
 DH4985
 DH4985                          STATION DESCRIPTION
 DH4985
 DH4985'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH4985'OWNERSHIP--TOWN OF WINGVILLE.  TO REACH THE STATION FROM THE JUNCTION
 DH4985'OF US HIGHWAY 18  WITH STATE HIGHWAY 80 SOUTH AND COUNTY HIGHWAY I
 DH4985'NORTH IN THE VILLAGE OF MONTFORT, GO  WEST ON US HIGHWAY 18 FOR 2.6 MI
 DH4985'TO COUNTY HIGHWAY G ON THE RIGHT AND BETHEL ROAD ON  THE LEFT, TURN
 DH4985'LEFT AND GO SOUTH ON BETHEL ROAD FOR 0.2 MI TO THE STATION ON THE
 DH4985'RIGHT.   THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH4985'TRANSPORTATION GEODETIC SURVEY  CONTROL STATION DISK SET IN THE TOP OF
 DH4985'A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH  THE ROAD PAVEMENT.
 DH4985'THE STATION IS 8.8 M WEST OF THE CENTERLINE OF BETHEL ROAD, 19.3 M
 DH4985'NORTHWEST OF A METAL POST FOR A YELLOW --STOP AHEAD-- SIGN, 17 M WEST
 DH4985'OF TELEPHONE  POLE --6-1W-27 25/43--, 9.9 M SOUTH OF TELEPHONE
 DH4985'PEDESTAL --1943-LP5--, 1.5 M EAST OF A BARBED  WIRE FENCE, 1.0 M NORTH
 DH4985'OF AN ORANGE 4X4 PLASTIC WITNESS POST AND 1.0 M SOUTH OF AN  ORANGE
 DH4985'4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH4985'OBSTRUCTIONS  EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH4985
 DH4985                          STATION RECOVERY (2004)
 DH4985
 DH4985'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 DH4985'RECOVERED AS DESCRIBED.
 DH4985
 DH4985                          STATION RECOVERY (2005)
 DH4985
 DH4985'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH4985'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9730 ***********************************************************************
 DF9730  DESIGNATION -  MONTICELLO GPS
 DF9730  PID         -  DF9730
 DF9730  STATE/COUNTY-  WI/GREEN
 DF9730  USGS QUAD   -  MONTICELLO (1981)
 DF9730
 DF9730                         *CURRENT SURVEY CONTROL
 DF9730  ___________________________________________________________________
 DF9730* NAD 83(1997)-  42 44 14.47424(N)    089 35 55.78144(W)     ADJUSTED  
 DF9730* NAVD 88     -       270.870  (meters)     888.68   (feet)  ADJUSTED  
 DF9730  ___________________________________________________________________
 DF9730  X           -      32,851.875 (meters)                     COMP
 DF9730  Y           -  -4,691,862.473 (meters)                     COMP
 DF9730  Z           -   4,306,278.202 (meters)                     COMP
 DF9730  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 DF9730  ELLIP HEIGHT-         237.20  (meters)          (04/02/04) GPS OBS
 DF9730  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 DF9730  DYNAMIC HT  -         270.789 (meters)     888.41  (feet)  COMP
 DF9730  MODELED GRAV-     980,318.5   (mgal)                       NAVD 88
 DF9730
 DF9730  HORZ ORDER  -  FIRST
 DF9730  VERT ORDER  -  SECOND    CLASS I
 DF9730  ELLP ORDER  -  FOURTH    CLASS I
 DF9730
 DF9730.The horizontal coordinates were established by GPS observations
 DF9730.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DF9730
 DF9730.The orthometric height was determined by differential leveling
 DF9730.and adjusted by the National Geodetic Survey in February 2004..
 DF9730
 DF9730.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9730
 DF9730.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9730
 DF9730.The ellipsoidal height was determined by GPS observations
 DF9730.and is referenced to NAD 83.
 DF9730
 DF9730.The geoid height was determined by GEOID03.
 DF9730
 DF9730.The dynamic height is computed by dividing the NAVD 88
 DF9730.geopotential number by the normal gravity value computed on the
 DF9730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9730.degrees latitude (g = 980.6199 gals.).
 DF9730
 DF9730.The modeled gravity was interpolated from observed gravity values.
 DF9730
 DF9730;                    North         East     Units Scale Factor Converg.
 DF9730;SPC WI S     -    81,992.838   632,850.770   MT  0.99999919   +0 16 32.3
 DF9730;SPC WI S     -   269,004.84  2,076,277.90   sFT  0.99999919   +0 16 32.3
 DF9730;UTM  16      - 4,734,924.381   287,267.927   MT  1.00015679   -1 45 51.6
 DF9730
 DF9730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9730!SPC WI S     -   0.99996280  x   0.99999919  =   0.99996199
 DF9730!UTM  16      -   0.99996280  x   1.00015679  =   1.00011959
 DF9730
 DF9730                          SUPERSEDED SURVEY CONTROL
 DF9730
 DF9730  NAVD 88 (04/02/04)  270.87   (m)          888.7    (f) LEVELING    3  
 DF9730
 DF9730.Superseded values are not recommended for survey control.
 DF9730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9730.See file dsdata.txt to determine how the superseded data were derived.
 DF9730
 DF9730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8726834924(NAD 83)
 DF9730_MARKER: DD = SURVEY DISK
 DF9730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9730_STAMPING: MONTICELLO GPS 2002
 DF9730_MARK LOGO: WIDT  
 DF9730_PROJECTION: FLUSH
 DF9730_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9730+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2004
 DF9730
 DF9730  HISTORY     - Date     Condition        Report By
 DF9730  HISTORY     - 2001     MONUMENTED       WIDT
 DF9730  HISTORY     - 2004     GOOD             WIDT
 DF9730  HISTORY     - 20040413 GOOD             USPSQD
 DF9730
 DF9730                          STATION DESCRIPTION
 DF9730
 DF9730'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9730'THE STATION IS LOCATED ABOUT 15 KM NORTH OF MONROE, 13 KM NORTHWEST
 DF9730'OF ALBANY AND 1 KM SOUTH OF MONTICELLO. OWNERSHIP--WISCONSIN
 DF9730'DEPARTMENT OF TRANSPORTATION. TO REACH THE STATION FROM THE JUNCTION
 DF9730'OF COUNTY HIGHWAY F (FORMERLY STATE HIGHWAY 39) WITH STATE HIGHWAY 69
 DF9730'IN THE VILLAGE OF MONTICELLO, GO SOUTH ON STATE HIGHWAY 69 FOR 0.3 KM
 DF9730'TO TO COUNTY HIGHWAY C (URBAN ROAD), CONTINUE SOUTH ON STATE HIGHWAY
 DF9730'69 FOR 0.6 KM TO THE STATION ON THE LEFT. THE STATION IS A BRONZE
 DF9730'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9730'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9730'A DEPTH OF 1.4 M ABOUT 1 M BELOW THE HIGHWAY PAVEMENT. THE STATION IS
 DF9730'10.8 M EAST OF THE CENTERLINE OF STATE HIGHWAY 69, 64.0 M
 DF9730'NORTH-NORTHEAST OF THE NORTHERNMOST WOOD POST FOR THE EAST GUARDRAIL,
 DF9730'54.4 M SOUTH OF THE WESTERNMOST METAL POST FOR A --HISTORICAL MARKER
 DF9730'HALF MILE-- SIGN, AND 9  M SOUTH-SOUTHWEST OF THE CENTERLINE OF A
 DF9730'FIELD ENTRANCE.  ---NOTE---THE STATION IS NORTHWEST, SOUTHWEST AND
 DF9730'EAST OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE2---THIS STATION
 DF9730'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE
 DF9730'THE HORIZON.
 DF9730
 DF9730                          STATION RECOVERY (2004)
 DF9730
 DF9730'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 DF9730'RECOVERED AS DESCRIBED.
 DF9730
 DF9730                          STATION RECOVERY (2004)
 DF9730
 DF9730'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DF9730'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5009 ***********************************************************************
 DH5009  DESIGNATION -  MONTICELLO W GPS
 DH5009  PID         -  DH5009
 DH5009  STATE/COUNTY-  WI/LAFAYETTE
 DH5009  USGS QUAD   -  SHULLSBURG (1976)
 DH5009
 DH5009                         *CURRENT SURVEY CONTROL
 DH5009  ___________________________________________________________________
 DH5009* NAD 83(1997)-  42 32 05.33435(N)    090 09 48.74541(W)     ADJUSTED  
 DH5009* NAVD 88     -                                                        
 DH5009  ___________________________________________________________________
 DH5009  X           -     -13,435.978 (meters)                     COMP
 DH5009  Y           -  -4,707,232.923 (meters)                     COMP
 DH5009  Z           -   4,289,757.260 (meters)                     COMP
 DH5009  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 DH5009  ELLIP HEIGHT-         284.00  (meters)          (08/01/05) GPS OBS
 DH5009  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 DH5009
 DH5009  HORZ ORDER  -  FIRST
 DH5009  ELLP ORDER  -  SECOND    CLASS I
 DH5009
 DH5009.The horizontal coordinates were established by GPS observations
 DH5009.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5009
 DH5009
 DH5009.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5009
 DH5009.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5009
 DH5009.The ellipsoidal height was determined by GPS observations
 DH5009.and is referenced to NAD 83.
 DH5009
 DH5009.The geoid height was determined by GEOID03.
 DH5009
 DH5009;                    North         East     Units Scale Factor Converg.
 DH5009;SPC WI S     -    59,427.347   586,563.993   MT  1.00004594   -0 06 44.5
 DH5009;SPC WI S     -   194,971.22  1,924,418.70   sFT  1.00004594   -0 06 44.5
 DH5009;UTM  15      - 4,713,058.557   732,939.911   MT  1.00026764   +1 55 06.3
 DH5009
 DH5009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5009!SPC WI S     -   0.99995546  x   1.00004594  =   1.00000140
 DH5009!UTM  15      -   0.99995546  x   1.00026764  =   1.00022309
 DH5009
 DH5009                          SUPERSEDED SURVEY CONTROL
 DH5009
 DH5009.No superseded survey control is available for this station.
 DH5009
 DH5009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH3294013059(NAD 83)
 DH5009_MARKER: DD = SURVEY DISK
 DH5009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5009_STAMPING: MONTICELLO W GPS 2004
 DH5009_MARK LOGO: WIDT  
 DH5009_PROJECTION: FLUSH
 DH5009_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5009+SATELLITE: SATELLITE OBSERVATIONS - June , 2003
 DH5009
 DH5009  HISTORY     - Date     Condition        Report By
 DH5009  HISTORY     - 200306   MONUMENTED       WIDT
 DH5009
 DH5009                          STATION DESCRIPTION
 DH5009
 DH5009'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5009'OWNERSHIP--LAFAYETTE COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DH5009'OF STATE  HIGHWAY 11 WITH STATE HIGHWAY 23 NORTH AND COUNTY HIGHWAY P
 DH5009'SOUTH ABOUT 5 MI EAST OF  THE CITY OF SHULLSBURG, GO SOUTH ON  COUNTY
 DH5009'HIGHWAY P FOR 3.0 MI TO W-P ROAD ON THE RIGHT, TURN RIGHT AND GO WEST
 DH5009'ON W-P  ROAD FOR 1.1 MI TO COUNTY HIGHWAY W, TURN RIGHT AND GO
 DH5009'NORTHEAST ON COUNTY HIGHWAY  W FOR 0.9 MI TO THE STATION ON THE RIGHT.
 DH5009'THE STATION IS A BRONZE WISCONSIN DEPARTMENT  OF TRANSPORTATION
 DH5009'GEODETIC SURVEY CONTROL STATION DISK, SET IN THE TOP OF A 41-CM
 DH5009'DIAMETER CONCRETE POST AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DH5009'STATION IS 13.4  M NORTH OF THE CENTERLINE OF COUNTY HIGHWAY W, 31.9 M
 DH5009'WEST-NORTHWEST OF A --JCT  COUNTY A-- SIGN, 23.2 NORTHWEST OF A --LEFT
 DH5009'CURVE-- SIGN, 2 M SOUTH OF A CULTIVATED FIELD,  AND 1.0 M SOUTH,
 DH5009'EAST-NORTHEAST, AND WEST-NORTHWEST OF THREE ORANGE 4X4 PLASTIC
 DH5009'WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DH5009'EXTENDING HIGHER THAN  15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0647 ***********************************************************************
 RM0647  DESIGNATION -  MONTREAL E MUNICIPAL TANK
 RM0647  PID         -  RM0647
 RM0647  STATE/COUNTY-  WI/IRON
 RM0647  USGS QUAD   -  IRONWOOD (1981)
 RM0647
 RM0647                         *CURRENT SURVEY CONTROL
 RM0647  ___________________________________________________________________
 RM0647* NAD 83(1991)-  46 25 22.22149(N)    090 14 50.04317(W)     ADJUSTED  
 RM0647* NAVD 88     -                                                        
 RM0647  ___________________________________________________________________
 RM0647  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 RM0647  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 RM0647
 RM0647  HORZ ORDER  -  THIRD
 RM0647
 RM0647.The horizontal coordinates were established by classical geodetic methods
 RM0647.and adjusted by the National Geodetic Survey in November 1991..
 RM0647
 RM0647
 RM0647.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0647
 RM0647.The geoid height was determined by GEOID03.
 RM0647
 RM0647;                    North         East     Units Scale Factor Converg.
 RM0647;SPC WI N     -   139,647.864   580,995.712   MT  0.99995524   -0 10 42.1
 RM0647;SPC WI N     -   458,161.37  1,906,150.10   sFT  0.99995524   -0 10 42.1
 RM0647;UTM  15      - 5,144,712.039   711,519.580   MT  1.00014999   +1 59 41.9
 RM0647
 RM0647                          SUPERSEDED SURVEY CONTROL
 RM0647
 RM0647  NAD 83(1986)-  46 25 22.21548(N)    090 14 50.03642(W) AD(       ) 4
 RM0647  NAD 27      -  46 25 22.40000(N)    090 14 49.40000(W) AD(       ) 3
 RM0647
 RM0647.Superseded values are not recommended for survey control.
 RM0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0647.See file dsdata.txt to determine how the superseded data were derived.
 RM0647
 RM0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM1152044712(NAD 83)
 RM0647_MARKER: 53 = ELEVATED TANK
 RM0647
 RM0647  HISTORY     - Date     Condition        Report By
 RM0647  HISTORY     - 1939     FIRST OBSERVED   CGS
 RM0647  HISTORY     - 20030709 MARK NOT FOUND   USPSQD
 RM0647
 RM0647                          STATION DESCRIPTION
 RM0647
 RM0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 RM0647'THIS IS THE EASTERLY OF 2 MUNICIPAL WATER TANKS AT MONTREAL AND
 RM0647'IS LOCATED ON A HIGH HILL ON THE SOUTH SIDE OF TOWN, 62.49
 RM0647'FEET NORTHEAST OF TRIANGULATION STATION TANKS.
 RM0647'IT IS A WOODEN BOWL APPROXIMATELY 25 FEET HIGH, PAINTED RED
 RM0647'AND SET ON A CONCRETE BASE 5 FEET HIGH.
 RM0647'
 RM0647'THE FINIAL ON THE TANK WAS OBSERVED UPON FROM TRIANGULATION
 RM0647'STATION TANKS.
 RM0647
 RM0647                          STATION RECOVERY (2003)
 RM0647
 RM0647'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0647'THE WOODEN TANK HAS BEEN REMOVED AND REPLACED WITH A METAL TANK ON THE
 RM0647'SAME FOUNDATION.  TO REACH THE STATION FROM MONTREAL CITY HALL, GO 0.8
 RM0647'MILE WEST ON HIGHWAY 77 TO TEXAS AVENUE ON THE LEFT.  TURN LEFT ONTO
 RM0647'TEXAS AVENUE, THEN ONTO TRIMBLE ROAD THEN SPRUCE STREET AND THEN
 RM0647'HILLTOP DRIVE TO A WATER TANK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0661 ***********************************************************************
 RM0661  DESIGNATION -  MONTREAL PUBLIC SCHOOL CHIMNEY
 RM0661  PID         -  RM0661
 RM0661  STATE/COUNTY-  WI/IRON
 RM0661  USGS QUAD   -  IRONWOOD (1981)
 RM0661
 RM0661                         *CURRENT SURVEY CONTROL
 RM0661  ___________________________________________________________________
 RM0661* NAD 83(1991)-  46 25 30.68246(N)    090 15 00.55387(W)     ADJUSTED  
 RM0661* NAVD 88     -                                                        
 RM0661  ___________________________________________________________________
 RM0661  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 RM0661  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 RM0661
 RM0661  HORZ ORDER  -  THIRD
 RM0661
 RM0661.The horizontal coordinates were established by classical geodetic methods
 RM0661.and adjusted by the National Geodetic Survey in November 1991..
 RM0661
 RM0661
 RM0661.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0661
 RM0661.The geoid height was determined by GEOID03.
 RM0661
 RM0661;                    North         East     Units Scale Factor Converg.
 RM0661;SPC WI N     -   139,909.809   580,772.110   MT  0.99995542   -0 10 49.6
 RM0661;SPC WI N     -   459,020.77  1,905,416.50   sFT  0.99995542   -0 10 49.6
 RM0661;UTM  15      - 5,144,965.365   711,286.160   MT  1.00014878   +1 59 34.5
 RM0661
 RM0661                          SUPERSEDED SURVEY CONTROL
 RM0661
 RM0661  NAD 83(1986)-  46 25 30.67540(N)    090 15 00.54570(W) AD(       ) 4
 RM0661  NAD 27      -  46 25 30.86000(N)    090 14 59.91000(W) AD(       ) 3
 RM0661
 RM0661.Superseded values are not recommended for survey control.
 RM0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0661.See file dsdata.txt to determine how the superseded data were derived.
 RM0661
 RM0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM1128644965(NAD 83)
 RM0661_MARKER: 85 = CHIMNEY
 RM0661
 RM0661  HISTORY     - Date     Condition        Report By
 RM0661  HISTORY     - 1939     FIRST OBSERVED   CGS
 RM0661  HISTORY     - 20030709 MARK NOT FOUND   USPSQD
 RM0661
 RM0661                          STATION DESCRIPTION
 RM0661
 RM0661'DESCRIBED BY US POWER SQUADRON 2003 (DRB)
 RM0661'THE SCHOOL BUILDING WAS TORN DOWN IN 1971.  TO REACH THE STATION FROM
 RM0661'MONTREAL CITY HALL, GO 0.8 MILE WEST ON HIGHWAY 77 TO TEXAS AVENUE ON
 RM0661'THE LEFT.  TURN LEFT ONTO TEXAS AVENUE, THEN ONTO TRIMBLE HILL ROAD TO
 RM0661'BESSEMER STREET.  THE SCHOOL WAS AT THE NORTHEAST CORNER OF THE
 RM0661'INTERSECTION OF THIMBLE HILL AND BESSEMER STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0648 ***********************************************************************
 RM0648  DESIGNATION -  MONTREAL W MUNICIPAL TANK
 RM0648  PID         -  RM0648
 RM0648  STATE/COUNTY-  WI/IRON
 RM0648  USGS QUAD   -  IRONWOOD (1981)
 RM0648
 RM0648                         *CURRENT SURVEY CONTROL
 RM0648  ___________________________________________________________________
 RM0648* NAD 83(1991)-  46 25 22.20140(N)    090 14 50.61365(W)     ADJUSTED  
 RM0648* NAVD 88     -                                                        
 RM0648  ___________________________________________________________________
 RM0648  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 RM0648  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 RM0648
 RM0648  HORZ ORDER  -  THIRD
 RM0648
 RM0648.The horizontal coordinates were established by classical geodetic methods
 RM0648.and adjusted by the National Geodetic Survey in November 1991..
 RM0648
 RM0648
 RM0648.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0648
 RM0648.The geoid height was determined by GEOID03.
 RM0648
 RM0648;                    North         East     Units Scale Factor Converg.
 RM0648;SPC WI N     -   139,647.282   580,983.529   MT  0.99995524   -0 10 42.5
 RM0648;SPC WI N     -   458,159.46  1,906,110.13   sFT  0.99995524   -0 10 42.5
 RM0648;UTM  15      - 5,144,710.995   711,507.426   MT  1.00014993   +1 59 41.5
 RM0648
 RM0648                          SUPERSEDED SURVEY CONTROL
 RM0648
 RM0648  NAD 83(1986)-  46 25 22.19538(N)    090 14 50.60690(W) AD(       ) 4
 RM0648  NAD 27      -  46 25 22.38000(N)    090 14 49.97000(W) AD(       ) 3
 RM0648
 RM0648.Superseded values are not recommended for survey control.
 RM0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0648.See file dsdata.txt to determine how the superseded data were derived.
 RM0648
 RM0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM1150744711(NAD 83)
 RM0648_MARKER: 53 = ELEVATED TANK
 RM0648
 RM0648  HISTORY     - Date     Condition        Report By
 RM0648  HISTORY     - 1939     FIRST OBSERVED   CGS
 RM0648  HISTORY     - 20030709 MARK NOT FOUND   USPSQD
 RM0648
 RM0648                          STATION DESCRIPTION
 RM0648
 RM0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 RM0648'THIS IS THE WESTERLY OF 2 MUNICIPAL WATER TANKS AT MONTREAL
 RM0648'AND IS LOCATED ON A HIGH HILL ON THE SOUTH SIDE OF TOWN, 45.69
 RM0648'FEET NORTH OF TRIANGULATION STATION TANKS.
 RM0648'IT IS A WOODEN BOWL APPROXIMATELY 25 FEET HIGH, PAINTED RED AND
 RM0648'SET ON A CONCRETE BASE 5 FEET HIGH.
 RM0648'
 RM0648'THE FINIAL OF THIS TANK WAS OBSERVED UPON FROM TRIANGULATION
 RM0648'STATION TANKS.
 RM0648
 RM0648                          STATION RECOVERY (2003)
 RM0648
 RM0648'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0648'THE WOODEN TANK WAS REMOVED IN 1976 BUT ITS FOUNDATION IS PRESENT.  TO
 RM0648'REACH THE STATION FROM MONTREAL CITY HALL, GO 0.8 MILE WEST ON HIGHWAY
 RM0648'77 TO TEXAS AVENUE ON THE LEFT.  TURN LEFT ONTO TEXAS AVENUE, THEN
 RM0648'ONTO TRIMBLE ROAD THEN SPRUCE STREET AND THEN HILLTOP DRIVE TO A WATER
 RM0648'TANK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4921 ***********************************************************************
 DG4921  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4921  DESIGNATION -  MONTROSE E GPS
 DG4921  PID         -  DG4921
 DG4921  STATE/COUNTY-  WI/DANE
 DG4921  USGS QUAD   -  BELLEVILLE (1981)
 DG4921
 DG4921                         *CURRENT SURVEY CONTROL
 DG4921  ___________________________________________________________________
 DG4921* NAD 83(1997)-  42 51 43.59467(N)    089 30 08.12557(W)     ADJUSTED  
 DG4921* NAVD 88     -       271.76   (meters)     891.6    (feet)  GPS OBS   
 DG4921  ___________________________________________________________________
 DG4921  X           -      40,678.080 (meters)                     COMP
 DG4921  Y           -  -4,682,384.645 (meters)                     COMP
 DG4921  Z           -   4,316,447.827 (meters)                     COMP
 DG4921  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 DG4921  ELLIP HEIGHT-         237.89  (meters)          (04/02/04) GPS OBS
 DG4921  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 DG4921
 DG4921  HORZ ORDER  -  FIRST
 DG4921  ELLP ORDER  -  FOURTH    CLASS I
 DG4921
 DG4921.The horizontal coordinates were established by GPS observations
 DG4921.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4921
 DG4921.The orthometric height was determined by GPS observations and a
 DG4921.high-resolution geoid model using precise GPS observation and
 DG4921.processing techniques.
 DG4921
 DG4921.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4921
 DG4921.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4921
 DG4921.The ellipsoidal height was determined by GPS observations
 DG4921.and is referenced to NAD 83.
 DG4921
 DG4921.The geoid height was determined by GEOID03.
 DG4921
 DG4921;                    North         East     Units Scale Factor Converg.
 DG4921;SPC WI S     -    95,894.004   640,675.881   MT  0.99997653   +0 20 31.2
 DG4921;SPC WI S     -   314,612.24  2,101,950.79   sFT  0.99997653   +0 20 31.2
 DG4921;UTM  16      - 4,748,539.853   295,584.713   MT  1.00011409   -1 42 09.8
 DG4921
 DG4921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4921!SPC WI S     -   0.99996269  x   0.99997653  =   0.99993922
 DG4921!UTM  16      -   0.99996269  x   1.00011409  =   1.00007678
 DG4921
 DG4921                          SUPERSEDED SURVEY CONTROL
 DG4921
 DG4921.No superseded survey control is available for this station.
 DG4921
 DG4921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9558548540(NAD 83)
 DG4921_MARKER: DD = SURVEY DISK
 DG4921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4921_STAMPING: MONTROSE E GPS 2002
 DG4921_MARK LOGO: WIDT  
 DG4921_PROJECTION: FLUSH
 DG4921_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4921+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4921
 DG4921  HISTORY     - Date     Condition        Report By
 DG4921  HISTORY     - 2001     MONUMENTED       WIDT
 DG4921
 DG4921                          STATION DESCRIPTION
 DG4921
 DG4921'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4921'THE STATION IS LOCATED ABOUT 12 KM SOUTHWEST OF OREGON, 11 KM WEST OF
 DG4921'BROOKLYN AND 3 KM EAST OF BELLEVILLE.  OWNERSHIP--DANE COUNTY.  TO
 DG4921'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 14 WITH STATE
 DG4921'HIGHWAY 92 ABOUT 10 KM SOUTH-SOUTHWEST OF THE VILLAGE OF BROOKLYN, GO
 DG4921'WEST AND THEN SOUTH ON STATE HIGHWAY 92 FOR 8.5 KM TO COUNTY HIGHWAY E
 DG4921'ON THE LEFT, CONTINUE WEST ON STATE HIGHWAY 92 FOR 7.4 KM TO COUNTY
 DG4921'HIGHWAY D ON THE RIGHT, TURN RIGHT AND GO NORTH ON COUNTY HIGHWAY D
 DG4921'FOR 1.7 KM TO HUGHES ROAD ON THE RIGHT, CONTINUE NORTH ON COUNTY
 DG4921'HIGHWAY D (TURNS INTO COUNTY HIGHWAY DD) FOR 2.3 KM TO THE STATION ON
 DG4921'THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DG4921'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DG4921'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL
 DG4921'WITH THE HIGHWAY PAVEMENT.  THE STATION IS 9.2 M EAST OF THE
 DG4921'CENTERLINE OF COUNTY HIGHWAY D, 77 M SOUTH OF A 64-CM DIAMETER
 DG4921'CORRUGATED METAL CULVERT PIPE, 73 M NORTH OF A 64-CM DIAMETER
 DG4921'CORRUGATED METAL CULVERT PIPE, AND 2.5 M WEST OF A BARBED WIRE FENCE.
 DG4921'---NOTE---THE STATION IS SOUTH, NORTH AND WEST OF AN ORANGE 4X4
 DG4921'PLASTIC WITNESS POST.  ---NOTE2---THIS STATION HAS NO VISIBLE
 DG4921'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
 DG4921' 
 DG4921'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4922 ***********************************************************************
 DG4922  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4922  DESIGNATION -  MONTROSE N GPS
 DG4922  PID         -  DG4922
 DG4922  STATE/COUNTY-  WI/DANE
 DG4922  USGS QUAD   -  VERONA (1982)
 DG4922
 DG4922                         *CURRENT SURVEY CONTROL
 DG4922  ___________________________________________________________________
 DG4922* NAD 83(1997)-  42 56 12.63859(N)    089 33 33.24370(W)     ADJUSTED  
 DG4922* NAVD 88     -       282.57   (meters)     927.1    (feet)  GPS OBS   
 DG4922  ___________________________________________________________________
 DG4922  X           -      35,978.290 (meters)                     COMP
 DG4922  Y           -  -4,676,779.090 (meters)                     COMP
 DG4922  Z           -   4,322,537.203 (meters)                     COMP
 DG4922  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 DG4922  ELLIP HEIGHT-         248.61  (meters)          (04/02/04) GPS OBS
 DG4922  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 DG4922
 DG4922  HORZ ORDER  -  FIRST
 DG4922  ELLP ORDER  -  FOURTH    CLASS I
 DG4922
 DG4922.The horizontal coordinates were established by GPS observations
 DG4922.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4922
 DG4922.The orthometric height was determined by GPS observations and a
 DG4922.high-resolution geoid model using precise GPS observation and
 DG4922.processing techniques.
 DG4922
 DG4922.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4922
 DG4922.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4922
 DG4922.The ellipsoidal height was determined by GPS observations
 DG4922.and is referenced to NAD 83.
 DG4922
 DG4922.The geoid height was determined by GEOID03.
 DG4922
 DG4922;                    North         East     Units Scale Factor Converg.
 DG4922;SPC WI S     -   104,169.748   635,975.825   MT  0.99996519   +0 18 10.3
 DG4922;SPC WI S     -   341,763.58  2,086,530.69   sFT  0.99996519   +0 18 10.3
 DG4922;UTM  16      - 4,756,979.406   291,182.396   MT  1.00013647   -1 44 38.2
 DG4922
 DG4922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4922!SPC WI S     -   0.99996101  x   0.99996519  =   0.99992620
 DG4922!UTM  16      -   0.99996101  x   1.00013647  =   1.00009748
 DG4922
 DG4922                          SUPERSEDED SURVEY CONTROL
 DG4922
 DG4922.No superseded survey control is available for this station.
 DG4922
 DG4922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9118256979(NAD 83)
 DG4922_MARKER: DD = SURVEY DISK
 DG4922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4922_STAMPING: MONTROSE N GPS 2002
 DG4922_MARK LOGO: WIDT  
 DG4922_PROJECTION: FLUSH
 DG4922_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4922+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4922
 DG4922  HISTORY     - Date     Condition        Report By
 DG4922  HISTORY     - 2001     MONUMENTED       WIDT
 DG4922
 DG4922                          STATION DESCRIPTION
 DG4922
 DG4922'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4922'THE STATION IS LOCATED ABOUT 9 KM NORTH-NORTHEAST OF BELLEVILLE, 8 KM
 DG4922'WEST-SOUTHWEST OF FITCHBURG AND 6 KM SOUTH-SOUTHWEST OF VERONA.
 DG4922'OWNERSHIP--TOWN OF MONTROSE. TO REACH THE STATION FROM THE JUNCTION OF
 DG4922'US HIGHWAY 18 WITH STATE HIGHWAY 69 ABOUT 2 KM SOUTHWEST OF THE CITY
 DG4922'OF VERONA, GO SOUTH ON STATE HIGHWAY 69 FOR 4.5 KM TO SCHALLER ROAD ON
 DG4922'THE RIGHT, TURN RIGHT AND GO WEST ON SCHALLER ROAD FOR 1.3 KM TO THE
 DG4922'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DG4922'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DG4922'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL
 DG4922'WITH THE ROAD PAVEMENT.  THE STATION IS 7.3 M SOUTH OF THE CENTERLINE
 DG4922'OF SCHALLER ROAD, 51 M WEST OF THE CENTERLINE OF A FIELD ENTRANCE,
 DG4922'26.2 M EAST OF A WOOD POST FOR A --SPEED LIMIT 25-- SIGN, AND 1.8 M
 DG4922'NORTH OF A WOVEN WIRE FENCE.  ---NOTE---THE STATION IS EAST AND WEST
 DG4922'OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE2---THIS STATION HAS NO
 DG4922'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DG4922'HORIZON.
 DG4922' 
 DG4922'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4923 ***********************************************************************
 DG4923  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4923  DESIGNATION -  MONTROSE S GPS
 DG4923  PID         -  DG4923
 DG4923  STATE/COUNTY-  WI/DANE
 DG4923  USGS QUAD   -  VERONA (1982)
 DG4923
 DG4923                         *CURRENT SURVEY CONTROL
 DG4923  ___________________________________________________________________
 DG4923* NAD 83(1997)-  42 52 59.37420(N)    089 33 12.16074(W)     ADJUSTED  
 DG4923* NAVD 88     -       264.94   (meters)     869.2    (feet)  GPS OBS   
 DG4923  ___________________________________________________________________
 DG4923  X           -      36,487.871 (meters)                     COMP
 DG4923  Y           -  -4,680,823.071 (meters)                     COMP
 DG4923  Z           -   4,318,157.021 (meters)                     COMP
 DG4923  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 DG4923  ELLIP HEIGHT-         231.08  (meters)          (04/02/04) GPS OBS
 DG4923  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 DG4923
 DG4923  HORZ ORDER  -  FIRST
 DG4923  ELLP ORDER  -  FOURTH    CLASS I
 DG4923
 DG4923.The horizontal coordinates were established by GPS observations
 DG4923.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4923
 DG4923.The orthometric height was determined by GPS observations and a
 DG4923.high-resolution geoid model using precise GPS observation and
 DG4923.processing techniques.
 DG4923
 DG4923.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4923
 DG4923.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4923
 DG4923.The ellipsoidal height was determined by GPS observations
 DG4923.and is referenced to NAD 83.
 DG4923
 DG4923.The geoid height was determined by GEOID03.
 DG4923
 DG4923;                    North         East     Units Scale Factor Converg.
 DG4923;SPC WI S     -    98,208.691   636,485.767   MT  0.99997316   +0 18 24.8
 DG4923;SPC WI S     -   322,206.35  2,088,203.72   sFT  0.99997316   +0 18 24.8
 DG4923;UTM  16      - 4,751,002.949   291,479.246   MT  1.00013495   -1 44 17.6
 DG4923
 DG4923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4923!SPC WI S     -   0.99996376  x   0.99997316  =   0.99993692
 DG4923!UTM  16      -   0.99996376  x   1.00013495  =   1.00009871
 DG4923
 DG4923                          SUPERSEDED SURVEY CONTROL
 DG4923
 DG4923.No superseded survey control is available for this station.
 DG4923
 DG4923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9147951003(NAD 83)
 DG4923_MARKER: DD = SURVEY DISK
 DG4923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4923_STAMPING: MONTROSE S GPS 2002
 DG4923_MARK LOGO: WIDT  
 DG4923_PROJECTION: FLUSH
 DG4923_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4923+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4923
 DG4923  HISTORY     - Date     Condition        Report By
 DG4923  HISTORY     - 2001     MONUMENTED       WIDT
 DG4923
 DG4923                          STATION DESCRIPTION
 DG4923
 DG4923'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4923'THE STATION IS LOCATED ABOUT 12 KM SOUTH-SOUTHWEST OF VERONA, 11 KM
 DG4923'SOUTHWEST OF FITCHBURG AND 3 KM NORTHWEST OF BELLEVILLE.
 DG4923'OWNERSHIP--DANE COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF US
 DG4923'HIGHWAY 18 AND STATE HIGHWAY 69 ABOUT 2 KM SOUTHWEST OF THE CITY OF
 DG4923'VERONA, GO SOUTH ON STATE HIGHWAY 69 FOR 9.5 KM TO COUNTY HIGHWAY A ON
 DG4923'THE RIGHT, TURN RIGHT AND GO WEST ON COUNTY HIGHWAY A FOR 1.6 KM TO
 DG4923'COUNTY HIGHWAY PB, TURN LEFT AND GO SOUTH ON COUNTY HIGHWAY PB FOR 1.0
 DG4923'KM TO EAST GATES ROAD ON THE RIGHT, CONTINUE SOUTH ON COUNTY HIGHWAY
 DG4923'PB FOR 1.3 KM TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DG4923'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DG4923'DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH
 DG4923'OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS
 DG4923'9.5 M EAST OF THE CENTERLINE OF COUNTY HIGHWAY PB, 68.4 M
 DG4923'EAST-NORTHEAST OF A WOOD POST FOR A--RIGHT CURVE-- SIGN, AND 2 M WEST
 DG4923'OF A CULTIVATED FIELD.  ---NOTE---THE STATION IS NORTH, SOUTH AND WEST
 DG4923'OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE2---THIS STATION HAS NO
 DG4923'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 10 DEGREES ABOVE THE
 DG4923'HORIZON.
 DG4923' 
 DG4923'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0400 ***********************************************************************
 PM0400  DESIGNATION -  MONUMENT
 PM0400  PID         -  PM0400
 PM0400  STATE/COUNTY-  WI/DOOR
 PM0400  USGS QUAD   -  INSTITUTE (1981)
 PM0400
 PM0400                         *CURRENT SURVEY CONTROL
 PM0400  ___________________________________________________________________
 PM0400* NAD 83(1991)-  44 58 53.60537(N)    087 21 13.60940(W)     ADJUSTED  
 PM0400* NAVD 88     -       241.     (meters)     791.     (feet)  SCALED    
 PM0400  ___________________________________________________________________
 PM0400  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 PM0400  GEOID HEIGHT-         -36.93  (meters)                     GEOID03
 PM0400
 PM0400  HORZ ORDER  -  SECOND
 PM0400
 PM0400.The horizontal coordinates were established by classical geodetic methods
 PM0400.and adjusted by the National Geodetic Survey in November 1991..
 PM0400
 PM0400.The orthometric height was scaled from a topographic map.
 PM0400
 PM0400.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0400
 PM0400.The geoid height was determined by GEOID03.
 PM0400
 PM0400;                    North         East     Units Scale Factor Converg.
 PM0400;SPC WI C     -   130,989.829   808,664.007   MT  0.99994239   +1 52 01.6
 PM0400;SPC WI C     -   429,755.80  2,653,091.83   sFT  0.99994239   +1 52 01.6
 PM0400;UTM  16      - 4,980,962.496   472,107.750   MT  0.99960957   -0 15 00.3
 PM0400
 PM0400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0400!SPC WI C     -   0.99996801  x   0.99994239  =   0.99991040
 PM0400!UTM  16      -   0.99996801  x   0.99960957  =   0.99957759
 PM0400
 PM0400|---------------------------------------------------------------------|
 PM0400| PID    Reference Object                     Distance      Geod. Az  |
 PM0400|                                                           dddmmss.s |
 PM0400| CJ5767 MONUMENT RM 1                        23.958 METERS 00435     |
 PM0400| CJ5768 MONUMENT RM 2                        25.885 METERS 23525     |
 PM0400| QL0530 GREEN IS SHOAL LIGHTED BUOY         APPROX.17.8 KM 3071352.4 |
 PM0400|---------------------------------------------------------------------|
 PM0400
 PM0400                          SUPERSEDED SURVEY CONTROL
 PM0400
 PM0400  NAD 83(1986)-  44 58 53.60163(N)    087 21 13.60228(W) AD(       ) 2
 PM0400  NAD 27      -  44 58 53.62700(N)    087 21 13.22900(W) AD(       ) 2
 PM0400
 PM0400.Superseded values are not recommended for survey control.
 PM0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0400.See file dsdata.txt to determine how the superseded data were derived.
 PM0400
 PM0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ7210880962(NAD 83)
 PM0400_MARKER: DS = TRIANGULATION STATION DISK
 PM0400_SETTING: 66 = SET IN ROCK OUTCROP
 PM0400_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 PM0400
 PM0400  HISTORY     - Date     Condition        Report By
 PM0400  HISTORY     - 1953     MONUMENTED       CGS
 PM0400
 PM0400                          STATION DESCRIPTION
 PM0400
 PM0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0400'STATION IS LOCATED IN A HEAVILY WOODED AREA ON THE PROPERTY OF JIM
 PM0400'PINNEY ABOUT 6 MILES SOUTHWEST OF EGG HARBOR, 2 MILES NORTH OF
 PM0400'CARLSVILLE AND ABOUT 1/2 MILE INLAND, SOUTHEAST OF THE SHORE OF
 PM0400'GREEN BAY.  IT IS 43 FEET EAST OF AN 8 INCH TRIANGLE-BLAZED OAK
 PM0400'TREE, 15 FEET EAST OF A 12 INCH OAK TREE, 12 FEET SOUTH OF THE
 PM0400'CENTER OF A WOODS ROAD AND 8 FEET WEST OF A WHITE WITNESS POST.
 PM0400'THE DISK IS SET IN A DRILLHOLE IN A DEPRESSION IN BEDROCK, 14
 PM0400'INCHES UNDERGROUND AND IT IS STAMPED MONUMENT 1953.
 PM0400'
 PM0400'REFERENCE MARK NO. 1 IS 57 FEET NORTH OF THE CENTER OF THE WOODS
 PM0400'ROAD, 13 FEET WEST OF A 10 INCH ASH TREE AND 10 FEET EAST OF AN 8
 PM0400'INCH OAK TREE.  THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS
 PM0400'STAMPED MONUMENT NO 1 1953.
 PM0400'
 PM0400'REFERENCE MARK NO. 2 IS 20 FEET SOUTH OF A 10 INCH OAK TREE.  THE
 PM0400'MARK IS FLUSH AND THE DISK IS STAMPED MONUMENT NO 2 1953.
 PM0400'
 PM0400'NO SUITABLE LOCATION COULD BE FOUND TO SET AN AZIMUTH MARK.
 PM0400'
 PM0400'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 42 AND
 PM0400'COUNTY HIGHWAY I IN CARLSVILLE, GO NORTH ON HIGHWAY 42 FOR 1.0 MILE
 PM0400'TO A GRAVEL CROSSROAD.  TURN LEFT AND GO WEST AND NORTHWEST ON GRAVEL
 PM0400'ROAD FOR 1.45 MILES TO A WOODS ROAD RIGHT.  TURN RIGHT AND GO
 PM0400'NORTH ON WOODS ROAD FOR 0.1 MILE TO A FORK.  TAKE RIGHT FORK AND GO
 PM0400'0.15 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 PM0400'
 PM0400'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5699 ***********************************************************************
 DH5699  DESIGNATION -  MOON VALLEY W GPS
 DH5699  PID         -  DH5699
 DH5699  STATE/COUNTY-  WI/SAUK
 DH5699  USGS QUAD   -  SAUK CITY (1975)
 DH5699
 DH5699                         *CURRENT SURVEY CONTROL
 DH5699  ___________________________________________________________________
 DH5699* NAD 83(1997)-  43 22 21.85103(N)    089 41 15.81634(W)     ADJUSTED  
 DH5699* NAVD 88     -                                                        
 DH5699  ___________________________________________________________________
 DH5699  X           -      25,309.335 (meters)                     COMP
 DH5699  Y           -  -4,643,701.493 (meters)                     COMP
 DH5699  Z           -   4,357,842.915 (meters)                     COMP
 DH5699  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 DH5699  ELLIP HEIGHT-         215.69  (meters)          (08/01/05) GPS OBS
 DH5699  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 DH5699
 DH5699  HORZ ORDER  -  FIRST
 DH5699  ELLP ORDER  -  SECOND    CLASS I
 DH5699
 DH5699.The horizontal coordinates were established by GPS observations
 DH5699.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5699
 DH5699
 DH5699.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5699
 DH5699.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5699
 DH5699.The ellipsoidal height was determined by GPS observations
 DH5699.and is referenced to NAD 83.
 DH5699
 DH5699.The geoid height was determined by GEOID03.
 DH5699
 DH5699;                    North         East     Units Scale Factor Converg.
 DH5699;SPC WI S     -   152,545.136   625,306.842   MT  0.99993267   +0 12 52.4
 DH5699;SPC WI S     -   500,475.17  2,051,527.53   sFT  0.99993267   +0 12 52.4
 DH5699;UTM  16      - 4,805,716.581   282,252.036   MT  1.00018328   -1 50 47.4
 DH5699
 DH5699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5699!SPC WI S     -   0.99996618  x   0.99993267  =   0.99989885
 DH5699!UTM  16      -   0.99996618  x   1.00018328  =   1.00014945
 DH5699
 DH5699                          SUPERSEDED SURVEY CONTROL
 DH5699
 DH5699.No superseded survey control is available for this station.
 DH5699
 DH5699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP8225205717(NAD 83)
 DH5699_MARKER: DD = SURVEY DISK
 DH5699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5699_STAMPING: MOON VALLEY W GPS 2004
 DH5699_MARK LOGO: WIDT  
 DH5699_PROJECTION: FLUSH
 DH5699_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5699+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DH5699
 DH5699  HISTORY     - Date     Condition        Report By
 DH5699  HISTORY     - 2004     MONUMENTED       WIDT
 DH5699
 DH5699                          STATION DESCRIPTION
 DH5699
 DH5699'DESCRIBED BY WI DEPT OF TRANSP 2004 (TSS)
 DH5699'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 113 NORTH WITH
 DH5699'STATE HIGHWAY  78 AND STATE HIGHWAY 113 EAST ABOUT 3 MI WEST OF THE
 DH5699'VILLAGE OF MERRIMAC, GO WEST ON  STATE HIGHWAY 78 FOR 0.45 MI TO THE
 DH5699'STATION ON THE LEFT.  THE STATION IS A BRONZE  WISCONSIN DEPARTMENT OF
 DH5699'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN  THE TOP OF
 DH5699'A 43-CM DIAMETER CONTRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DH5699'THE  STATION IS 8.1 M SOUTH OF THE CENTERLINE OF STATE HIGHWAY 78,
 DH5699'25.0 M SOUTHWEST OF POWER  POLE --10-7-5 32/27--, 24.7 M SOUTHEAST OF
 DH5699'POWER POLE --10-7-5 31/27--, 16.8 M SOUTH OF TELEPHONE  PEDESTAL
 DH5699'--1089--, 2 M NORTH OF A CULTIVATED FIELD, AND 1.0 M NORTH, SOUTHEAST,
 DH5699'AND  SOUTHWEST OF THREE ORANGE 4X4 WITNESS POSTS.  ---NOTE---THIS
 DH5699'STATION HAS NO VISIBLE  OBSTRUCTION EXTENDING HIGHER THAN 15 DEGREES
 DH5699'ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0919 ***********************************************************************
 NJ0919  DESIGNATION -  MOORISON
 NJ0919  PID         -  NJ0919
 NJ0919  STATE/COUNTY-  WI/GRANT
 NJ0919  USGS QUAD   -  LANCASTER (1962)
 NJ0919
 NJ0919                         *CURRENT SURVEY CONTROL
 NJ0919  ___________________________________________________________________
 NJ0919* NAD 83(1991)-  42 48 51.32292(N)    090 40 25.69342(W)     ADJUSTED  
 NJ0919* NAVD 88     -       331.     (meters)    1086.     (feet)  SCALED    
 NJ0919  ___________________________________________________________________
 NJ0919  LAPLACE CORR-          -5.14  (seconds)                    DEFLEC99
 NJ0919  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 NJ0919
 NJ0919  HORZ ORDER  -  THIRD
 NJ0919
 NJ0919.The horizontal coordinates were established by classical geodetic methods
 NJ0919.and adjusted by the National Geodetic Survey in March 1999..
 NJ0919
 NJ0919.The orthometric height was scaled from a topographic map.
 NJ0919
 NJ0919.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0919
 NJ0919.The geoid height was determined by GEOID03.
 NJ0919
 NJ0919;                    North         East     Units Scale Factor Converg.
 NJ0919;SPC WI S     -    90,679.352   544,893.629   MT  0.99998467   -0 27 46.7
 NJ0919;SPC WI S     -   297,503.84  1,787,705.18   sFT  0.99998467   -0 27 46.7
 NJ0919;UTM  15      - 4,742,813.130   690,178.619   MT  1.00004498   +1 34 53.1
 NJ0919
 NJ0919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0919!SPC WI S     -   0.99995321  x   0.99998467  =   0.99993788
 NJ0919!UTM  15      -   0.99995321  x   1.00004498  =   0.99999818
 NJ0919
 NJ0919|---------------------------------------------------------------------|
 NJ0919| PID    Reference Object                     Distance      Geod. Az  |
 NJ0919|                                                           dddmmss.s |
 NJ0919| CI9381 MOORISON RM 1                         9.300 METERS 09616     |
 NJ0919| CI9382 MOORISON RM 2                        10.457 METERS 27651     |
 NJ0919| CI9380 MOORISON AZ MK                                     2843203.1 |
 NJ0919| NJ0918 LANCASTER CO HOSP AND HOME TK       APPROX. 1.6 KM 3244531.2 |
 NJ0919|---------------------------------------------------------------------|
 NJ0919
 NJ0919                          SUPERSEDED SURVEY CONTROL
 NJ0919
 NJ0919  NAD 83(1991)-  42 48 51.32063(N)    090 40 25.69045(W) AD(       ) 3
 NJ0919  NAD 83(1986)-  42 48 51.31736(N)    090 40 25.69309(W) AD(       ) 3
 NJ0919  NAD 27      -  42 48 51.34350(N)    090 40 25.24410(W) AD(       ) 3
 NJ0919
 NJ0919.Superseded values are not recommended for survey control.
 NJ0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0919.See file dsdata.txt to determine how the superseded data were derived.
 NJ0919
 NJ0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9017942813(NAD 83)
 NJ0919_MARKER: DS = TRIANGULATION STATION DISK
 NJ0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0919_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0919+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2004
 NJ0919
 NJ0919  HISTORY     - Date     Condition        Report By
 NJ0919  HISTORY     - 1958     MONUMENTED       CGS
 NJ0919  HISTORY     - 19980917 MARK NOT FOUND   USPSQD
 NJ0919  HISTORY     - 20040909 GOOD             INDIV
 NJ0919
 NJ0919                          STATION DESCRIPTION
 NJ0919
 NJ0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 NJ0919'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF LANCASTER
 NJ0919'IN THE SOUTH HALF OF SECTION 13, T-4-N, R-3-W ON ROAD RIGHT-OF-WAY.
 NJ0919'IT IS 55 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 81, 14
 NJ0919'FEET WEST OF A FENCE CORNER, 9 FEET WEST OF A TELEPHONE POLE,
 NJ0919'4 FEET NORTH OF A WIRE FENCE, AND 5 FEET WEST OF A WHITE WITNESS
 NJ0919'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MOORISON
 NJ0919'1958.
 NJ0919'
 NJ0919'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURTHOUSE
 NJ0919'SQUARE IN LANCASTER, GO SOUTHEAST ON U.S. HIGHWAY 61 AND STATE
 NJ0919'HIGHWAY 81 FOR 2.7 MILES TO THEIR JUNCTION.  TURN LEFT AND
 NJ0919'GO EAST ON HIGHWAY 81 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE
 NJ0919'LEFT.  CONTINUE EAST ON HIGHWAY 81 FOR 0.3 MILE TO THE STATION
 NJ0919'ON THE RIGHT.
 NJ0919'
 NJ0919'REFERENCE MARK 1 IS 54 FEET SOUTH OF THE CENTERLINE OF HIGHWAY
 NJ0919'81, 22 FEET EAST OF A TELEPHONE POLE, AND 17 FEET EAST OF A
 NJ0919'FENCE CORNER.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 NJ0919'MOORISON NO 1 1958.
 NJ0919'
 NJ0919'REFERENCE MARK 2 IS 57 FEET SOUTH OF THE CENTERLINE OF HIGHWAY
 NJ0919'81, 6 INCHES NORTH OF A WIRE FENCE, AND 39 FEET WEST OF A
 NJ0919'WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS
 NJ0919'STAMPED MOORISON NO 2 1958.
 NJ0919'
 NJ0919'THE AZIMUTH MARK IS 59 FEET NORTH OF THE CENTERLINE OF STATE
 NJ0919'HIGHWAY 81, 28 FEET WEST OF A POWER POLE, 6 INCHES SOUTH OF
 NJ0919'A WIRE FENCE, AND 2 FEET EAST OF A WHITE WITNESS POST.  THE
 NJ0919'MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED MOORISON
 NJ0919'1958.
 NJ0919'
 NJ0919'NO MEASUREMENT WAS MADE BETWEEN MARKS BECAUSE OF TELEPHONE
 NJ0919'POLE ON LINE.
 NJ0919'
 NJ0919'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NJ0919
 NJ0919                          STATION RECOVERY (1998)
 NJ0919
 NJ0919'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0919'MARK NOT FOUND.
 NJ0919
 NJ0919                          STATION RECOVERY (2004)
 NJ0919
 NJ0919'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JPA)
 NJ0919'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0694 ***********************************************************************
 RM0694  DESIGNATION -  MOOSE
 RM0694  PID         -  RM0694
 RM0694  STATE/COUNTY-  WI/ASHLAND
 RM0694  USGS QUAD   -  MORSE (1984)
 RM0694
 RM0694                         *CURRENT SURVEY CONTROL
 RM0694  ___________________________________________________________________
 RM0694* NAD 83(1991)-  46 09 20.90649(N)    090 44 28.82378(W)     ADJUSTED  
 RM0694* NAVD 88     -       488.5    (meters)    1603.     (feet)  VERTCON   
 RM0694  ___________________________________________________________________
 RM0694  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 RM0694  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 RM0694
 RM0694  HORZ ORDER  -  FIRST
 RM0694  VERT ORDER  -  THIRD ? (See Below)
 RM0694
 RM0694.The horizontal coordinates were established by classical geodetic methods
 RM0694.and adjusted by the National Geodetic Survey in November 1991..
 RM0694
 RM0694.The NAVD 88 height was computed by applying the VERTCON shift value to
 RM0694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RM0694.The vertical order pertains to the NGVD 29 superseded value.
 RM0694
 RM0694.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0694
 RM0694.The geoid height was determined by GEOID03.
 RM0694
 RM0694;                    North         East     Units Scale Factor Converg.
 RM0694;SPC WI N     -   110,204.585   542,738.724   MT  0.99994537   -0 32 05.2
 RM0694;SPC WI N     -   361,562.88  1,780,635.30   sFT  0.99994537   -0 32 05.2
 RM0694;UTM  15      - 5,113,838.854   674,399.963   MT  0.99997391   +1 37 45.9
 RM0694
 RM0694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0694!SPC WI N     -   0.99992819  x   0.99994537  =   0.99987357
 RM0694!UTM  15      -   0.99992819  x   0.99997391  =   0.99990210
 RM0694
 RM0694:                Primary Azimuth Mark                     Grid Az
 RM0694:SPC WI N     -  MOOSE AZ MK                              097 17 13.3
 RM0694:UTM  15      -  MOOSE AZ MK                              095 07 22.2
 RM0694
 RM0694|---------------------------------------------------------------------|
 RM0694| PID    Reference Object                     Distance      Geod. Az  |
 RM0694|                                                           dddmmss.s |
 RM0694| CJ3357 MOOSE AZ MK                                        0964508.1 |
 RM0694| CJ3358 MOOSE RM 1                           24.772 METERS 11404     |
 RM0694| RM0693 MOOSE HILL FIRE TOWER                18.852 METERS 22233     |
 RM0694|---------------------------------------------------------------------|
 RM0694
 RM0694                          SUPERSEDED SURVEY CONTROL
 RM0694
 RM0694  NAD 83(1986)-  46 09 20.90091(N)    090 44 28.81885(W) AD(       ) 1
 RM0694  NAD 27      -  46 09 21.07000(N)    090 44 28.16700(W) AD(       ) 1
 RM0694  NGVD 29 (07/19/86)  488.4    (m)         1602.     (f) LEVELING    3  
 RM0694
 RM0694.Superseded values are not recommended for survey control.
 RM0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0694.See file dsdata.txt to determine how the superseded data were derived.
 RM0694
 RM0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM7440013839(NAD 83)
 RM0694_MARKER: DS = TRIANGULATION STATION DISK
 RM0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0694
 RM0694  HISTORY     - Date     Condition        Report By
 RM0694  HISTORY     - 1952     MONUMENTED       CGS
 RM0694  HISTORY     - 1974     SEE DESCRIPTION  NGS
 RM0694
 RM0694                          STATION DESCRIPTION
 RM0694
 RM0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 RM0694'THE STATION IS LOCATED ABOUT 7.75 MILES EAST OF CLAM LAKE, 8.0 MILES
 RM0694'WEST OF GLIDDEN, 6.5 MILES SOUTHWEST OF CAYUGA.  IT IS ON A WOODED
 RM0694'KNOLL UPON WHICH IS LOCATED THE MOOSE HILL FIRE TOWER.
 RM0694'
 RM0694'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 13 AND COUNTY HIGHWAYS
 RM0694'D AND N IN VILLAGE OF GLIDDEN, GO NORTH ON HIGHWAY 13 FOR 2.6
 RM0694'MILES TO JUNCTION WITH STATE HIGHWAY 77, TURN LEFT ON HIGHWAY
 RM0694'77, WEST, GO 5.3 MILES TO AZIMUTH MARK ON LEFT AS DESCRIBED
 RM0694'BELOW.  CONTINUE WEST ON HIGHWAY 77 FOR 0.35 MILES TO A SIDE
 RM0694'ROAD ON RIGHT, TURN RIGHT AND FOLLOW TRACK ROAD NORTH 0.05 MILE
 RM0694'TO FIRE TOWER AND STATION SITE.
 RM0694'
 RM0694'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 RM0694'PROJECTING 3 INCHES.  IT IS 91 FEET SOUTHEAST OF THE DOOR OF AN
 RM0694'OUTHOUSE, 50.6 FEET NORTHEAST OF THE NORTHEAST LEG OF THE FIRE
 RM0694'TOWER, 13 FEET NORTHEAST OF THE CENTERLINE OF A TRACK ROAD
 RM0694'LEADING TO THE FIRE TOWER AND 4 FEET SOUTHWEST OF A WITNESS
 RM0694'POST.  IT IS STAMPED MOOSE 1952.
 RM0694'
 RM0694'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN OUTCROPPING BEDROCK.
 RM0694'IT IS STAMPED MOOSE NO 1 1952.
 RM0694'
 RM0694'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RM0694'POST PROJECTING 3 INCHES.  IT IS LOCATED IN THE CENTER OF THE BASE
 RM0694'OF THE MOOSE HILL FIRE TOWER AND IS STAMPED MOOSE NO 2 1952.
 RM0694'
 RM0694'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 RM0694'FLUSH WITH THE SURFACE.  IT IS 40 FEET SOUTH OF THE CENTERLINE
 RM0694'OF STATE HIGHWAY 77, 9.5 FEET EAST OF A TELEPHONE POLE AND 2.8
 RM0694'FEET WEST OF A WITNESS POST.  IT IS STAMPED MOOSE 1952.
 RM0694'
 RM0694'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 RM0694
 RM0694                          STATION RECOVERY (1974)
 RM0694
 RM0694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JLC)
 RM0694'NO MEASUREMENT BETWEEN R.M.S DUE TO TREES ON LINE.
 RM0694'
 RM0694'THE STATION UNDERGROUND DISK, REFERENCE MARKS 1 AND 2, AND THE
 RM0694'AZIMUTH MARK WERE RECOVERED IN GOOD CONDIITON.  A NEW SURFACE AND
 RM0694'UNDERGROUND STATION MARK WAS ESTABLISHED AT THIS TIME, BY HOLDING
 RM0694'THE ORIGINAL POSITION.  THE AZIMUTH MARK IS NO LONGER VISIBLE DUE
 RM0694'TO TALL PINE TREES.  NO SUITABLE LOCATION FOR A NEW AZIMUTH MARK.
 RM0694'A DIFFERENCE OF 0.027 METER SHORTER AND 2 MINUTES 52 SECONDS
 RM0694'SMALLER TO REFERENCE MARK 1, AND 0.037 METER SHORTER AND 22
 RM0694'MINUTES 9 SECONDS LARGER TO REFERENCE MARK 2 WAS NOTED AND
 RM0694'VERIFIED.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 RM0694'
 RM0694'THE STATION IS ABOUT 12 MILES SOUTH-SOUTHWEST OF MELLEN, 8-1/2
 RM0694'MILES WEST-NORTHWEST OF GLIDDEN, 7-1/2 MILES EAST-SOUTHEAST OF
 RM0694'CLAM LAKE AND ON THE CHEQUAMEGON NATIONAL FOREST.  PERMISSION
 RM0694'OBTAINED FROM MR. WAYNE MANN, U.S. FOREST SERVICE, AREA FOREST
 RM0694'SUPERVISOR, PARKS FALLS, WISCONSIN, PHONE 715-762-3252.
 RM0694'
 RM0694'TO REACH THE STATION FROM THE POST OFFICE IN CLAM LAKE, GO EAST ON
 RM0694'STATE HIGHWAY 77 FOR 7.95 MILES TO NATIONAL FOREST ROAD 170
 RM0694'ON THE RIGHT, CONTINUE EAST ON STATE HIGHWAY 77 FOR 0.3 MILE TO
 RM0694'A WOODS ROAD ON THE LEFT.  (CONTINUE EAST ON STATE HIGHWAY 77
 RM0694'FOR 0.45 MILE TO THE AZIMUTH MARK ON THE RIGHT.) TURN LEFT AND
 RM0694'GO NORTH-NORTHWEST ON THE WOODS ROAD FOR 0.05 MILE TO THE
 RM0694'STATION IN THE ROAD FORK.
 RM0694'
 RM0694'THE STATION MARKS ARE STANDARD DISKS STAMPED MOOSE 1952 1974,
 RM0694'WITH THE SURFACE DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 RM0694'CONCRETE MONUMENT THAT IS 4 INCHES BELOW THE GROUND SURFACE.  IT
 RM0694'IS 62.5 FEET NORTHWEST OF THE NORTHEAST ONE OF FOUR CONCRETE
 RM0694'FOUNDATIONS, 39 FEET SOUTHEAST OF A TRIANGLE BLAZED TREE AND
 RM0694'5 FEET NORTH OF A METAL WITNESS POST.
 RM0694'
 RM0694'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MOOSE NO 1 1952, CEMENTED
 RM0694'IN A DRILL HOLE IN THE TOP OF A 3 BY 4-FOOT BOULDER PROJECTING 2
 RM0694'FEET ABOVE THE GROUND SURFACE.  IT IS 9 FEET NORTH-NORTHEAST OF A
 RM0694'TRIANGLE BLAZED TREE.
 RM0694'
 RM0694'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MOOSE NO 2 1952,
 RM0694'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING
 RM0694'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 56.7 FEET SOUTHWEST OF
 RM0694'THE METAL WITNESS POST, 12 FEET NORTHEAST OF THE SOUTHWEST ONE OF
 RM0694'FOUR CONCRETE FOUNDATIONS AND IN THE CENTER OF THE FOUR CONCRETE
 RM0694'FOUNDATIONS.
 RM0694'
 RM0694'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MOOSE 1952, SET IN
 RM0694'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 2
 RM0694'INCHES ABOVE THE GROUND SURFACE.  IT IS 41 FEET SOUTH OF THE
 RM0694'CENTERLINE OF STATE HIGHWAY 77, 15 FEET NORTHWEST OF A TRIANGLE
 RM0694'BLAZED TREE AND 1.2 FEET WEST OF A METAL WITNESS POST.
 RM0694'
 RM0694'HEIGHT OF LIGHT ABOVE STATION MARK 101.6 FEET.
 RM0694'
 RM0694'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7-1/2 MILES
 RM0694'EAST-SOUTHEAST OF CLAM LAKE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0856 ***********************************************************************
 RM0856  DESIGNATION -  MOOSE
 RM0856  PID         -  RM0856
 RM0856  STATE/COUNTY-  WI/DOUGLAS
 RM0856  USGS QUAD   -  BUCKETY CREEK (1982)
 RM0856
 RM0856                         *CURRENT SURVEY CONTROL
 RM0856  ___________________________________________________________________
 RM0856* NAD 83(1991)-  46 21 21.80586(N)    091 55 02.56893(W)     ADJUSTED  
 RM0856* NAVD 88     -       388.     (meters)    1273.     (feet)  SCALED    
 RM0856  ___________________________________________________________________
 RM0856  LAPLACE CORR-          -4.87  (seconds)                    DEFLEC99
 RM0856  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 RM0856
 RM0856  HORZ ORDER  -  SECOND
 RM0856
 RM0856.The horizontal coordinates were established by classical geodetic methods
 RM0856.and adjusted by the National Geodetic Survey in March 1999..
 RM0856
 RM0856.The orthometric height was scaled from a topographic map.
 RM0856
 RM0856.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0856
 RM0856.The geoid height was determined by GEOID03.
 RM0856
 RM0856;                    North         East     Units Scale Factor Converg.
 RM0856;SPC WI N     -   133,976.244   452,450.580   MT  0.99995073   -1 22 59.3
 RM0856;SPC WI N     -   439,553.73  1,484,414.94   sFT  0.99995073   -1 22 59.3
 RM0856;UTM  15      - 5,134,178.589   583,290.188   MT  0.99968527   +0 47 00.5
 RM0856
 RM0856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0856!SPC WI N     -   0.99994338  x   0.99995073  =   0.99989412
 RM0856!UTM  15      -   0.99994338  x   0.99968527  =   0.99962867
 RM0856
 RM0856:                Primary Azimuth Mark                     Grid Az
 RM0856:SPC WI N     -  BENNETT                                  023 03 49.8
 RM0856:UTM  15      -  BENNETT                                  020 53 50.0
 RM0856
 RM0856|---------------------------------------------------------------------|
 RM0856| PID    Reference Object                     Distance      Geod. Az  |
 RM0856|                                                           dddmmss.s |
 RM0856| RM0858 BENNETT                             APPROX. 8.0 KM 0214050.5 |
 RM0856| CJ3359 MOOSE RM 1                           24.015 METERS 06738     |
 RM0856| CJ3360 MOOSE RM 2                           25.020 METERS 21400     |
 RM0856|---------------------------------------------------------------------|
 RM0856
 RM0856                          SUPERSEDED SURVEY CONTROL
 RM0856
 RM0856  NAD 83(1991)-  46 21 21.80373(N)    091 55 02.56649(W) AD(       ) 2
 RM0856  NAD 83(1986)-  46 21 21.79896(N)    091 55 02.56435(W) AD(       ) 2
 RM0856  NAD 27      -  46 21 22.01100(N)    091 55 01.87700(W) AD(       ) 2
 RM0856
 RM0856.Superseded values are not recommended for survey control.
 RM0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0856.See file dsdata.txt to determine how the superseded data were derived.
 RM0856
 RM0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM8329034179(NAD 83)
 RM0856_MARKER: DS = TRIANGULATION STATION DISK
 RM0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0856
 RM0856  HISTORY     - Date     Condition        Report By
 RM0856  HISTORY     - 1953     MONUMENTED       CGS
 RM0856  HISTORY     - 1958     GOOD             USGS
 RM0856
 RM0856                          STATION DESCRIPTION
 RM0856
 RM0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 RM0856'THE STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF BENNETT
 RM0856'AND 4-1/2 MILES WEST OF SOLON SPRINGS ON A WOODED HILL OVERLOOKING
 RM0856'ALL LAND IN THE VICINITY.  IT IS 20 FEET NORTHEAST OF A 30
 RM0856'INCH TRIANGLE BLAZED TREE AND 12 FEET NORTH-NORTHWEST OF
 RM0856'A WITNESS POST.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 RM0856'STAMPED MOOSE 1953.
 RM0856'
 RM0856'REFERENCE MARK NO. 1 PROJECTS 4 INCHES AND THE DISK IS STAMPED
 RM0856'MOOSE NO 1 1953.
 RM0856'
 RM0856'REFERENCE MARK NO. 2 IS 41 FEET SOUTH OF A WOODS TRAIL.  THE
 RM0856'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED MOOSE NO 2 1953.
 RM0856'
 RM0856'NO SUITABLE SITE WAS FOUND FOR AN AZIMUTH MARK AND NONE WAS
 RM0856'SET.
 RM0856'
 RM0856'TO REACH THE STATION FROM SOLON SPRINGS, FROM THE JUNCTION OF U.S.
 RM0856'HIGHWAY 53 AND COUNTY ROAD A, GO WEST ON COUNTY ROUTE A FOR
 RM0856'4.8 MILES TO A WOODS ROAD ON THE RIGHT, TURN RIGHT ONTO THE
 RM0856'WOODS ROAD AND GO NORTHERLY FOR 0.6 MILE TO THE HIGHEST POINT
 RM0856'OF THE STATION.
 RM0856'
 RM0856'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 RM0856
 RM0856                          STATION RECOVERY (1958)
 RM0856
 RM0856'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 RM0856'STATION FOUND IN GOOD CONDITION.  ADD TO DESCRIPTION--0.25
 RM0856'MILE N OF COUNTY HIGHWAY A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AH8947 ***********************************************************************
 AH8947  DESIGNATION -  MOOSE EAR
 AH8947  PID         -  AH8947
 AH8947  STATE/COUNTY-  WI/BARRON
 AH8947  USGS QUAD   -  STRICKLAND (1978)
 AH8947
 AH8947                         *CURRENT SURVEY CONTROL
 AH8947  ___________________________________________________________________
 AH8947* NAD 83(1997)-  45 24 28.98949(N)    091 36 14.76256(W)     ADJUSTED  
 AH8947* NAVD 88     -       369.0    (meters)    1211.     (feet)  LEVELING  
 AH8947  ___________________________________________________________________
 AH8947  X           -    -125,567.562 (meters)                     COMP
 AH8947  Y           -  -4,483,890.241 (meters)                     COMP
 AH8947  Z           -   4,519,542.016 (meters)                     COMP
 AH8947  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AH8947  ELLIP HEIGHT-         338.86  (meters)          (06/17/02) GPS OBS
 AH8947  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 AH8947
 AH8947  HORZ ORDER  -  FIRST
 AH8947  VERT ORDER  -  THIRD ?
 AH8947  ELLP ORDER  -  SECOND    CLASS I
 AH8947
 AH8947.The horizontal coordinates were established by GPS observations
 AH8947.and adjusted by the National Geodetic Survey in June 2002..
 AH8947
 AH8947.The orthometric height was determined by differential leveling.
 AH8947.The vertical network tie was performed by a horz. field party for horz.
 AH8947.obs reductions. Reset procedures were used to establish the elevation.
 AH8947.No vertical observational check was made to the station.
 AH8947
 AH8947.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8947
 AH8947.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8947
 AH8947.The ellipsoidal height was determined by GPS observations
 AH8947.and is referenced to NAD 83.
 AH8947
 AH8947.The geoid height was determined by GEOID03.
 AH8947
 AH8947;                    North         East     Units Scale Factor Converg.
 AH8947;SPC WI C     -   176,226.766   474,432.896   MT  0.99998379   -1 07 54.5
 AH8947;SPC WI C     -   578,170.65  1,556,535.26   sFT  0.99998379   -1 07 54.5
 AH8947;UTM  15      - 5,029,229.178   609,234.374   MT  0.99974671   +0 59 38.9
 AH8947
 AH8947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8947!SPC WI C     -   0.99994688  x   0.99998379  =   0.99993067
 AH8947!UTM  15      -   0.99994688  x   0.99974671  =   0.99969360
 AH8947
 AH8947                          SUPERSEDED SURVEY CONTROL
 AH8947
 AH8947  NAD 83(1991)-  45 24 28.98912(N)    091 36 14.76128(W) AD(       ) 1
 AH8947  ELLIP H (05/04/99)  338.87   (m)                       GP(       ) 2 1
 AH8947
 AH8947.Superseded values are not recommended for survey control.
 AH8947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8947.See file dsdata.txt to determine how the superseded data were derived.
 AH8947
 AH8947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL0923429229(NAD 83)
 AH8947_MARKER: I = METAL ROD
 AH8947_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH8947+WITH SETTING: INFORMATION.
 AH8947_STAMPING: MOOSE EAR 1998
 AH8947_MARK LOGO: WI-005
 AH8947_PROJECTION: FLUSH
 AH8947_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AH8947_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH8947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8947+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2005
 AH8947_ROD/PIPE-DEPTH:  2.7 meters
 AH8947_SLEEVE-DEPTH  :  0.9 meters
 AH8947
 AH8947  HISTORY     - Date     Condition        Report By
 AH8947  HISTORY     - 1998     MONUMENTED       WI-005
 AH8947  HISTORY     - 20050930 GOOD             WIDT
 AH8947
 AH8947                          STATION DESCRIPTION
 AH8947
 AH8947'DESCRIBED BY BARRON COUNTY WISCONSIN 1998 (MFN)
 AH8947'STATION IS LOCATED 6.45 MI (10.38 KM) E OF THE VILLAGE OF CAMERON,6.5
 AH8947'MI W OF THE VILLAGE OF WEYERHAUSER IN THE NE 1/4 OF THE NE 1/4 OF SEC
 AH8947'28, T34N, R10W, 4TH PRINCIPAL MERIDIAN, TOWN OF SUMNER, BARRON COUNTY.
 AH8947'TO REACH THE STATION FROM THE VILLAGE OF CAMERON FROM THE INTERSECTION
 AH8947'OF USH 8 EAST, CTH W AND CTH SS, GO EAST ON USH 8 6.45 MI (10.38 KM)
 AH8947'TO THE STATION ON THE RIGHT.  LOCATED 380 FT (115.8 M) WEST OF THE
 AH8947'CENTERLINE OF 27TH ST, 59 FT (18.0 M) SOUTH OF THE CENTERLINE OF USH
 AH8947'8, 1 FT (0.3 M) NORTH OF WITNESS POST.  DESCRIBED BY BARRON CO (CDF)
 AH8947
 AH8947                          STATION RECOVERY (2005)
 AH8947
 AH8947'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AH8947'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS LOCATED WITHIN THE
 AH8947'RIGHT OF WAY ABOUT 1 M BELOW THE HIGHWAY PAVEMENT.  ADD-- THE STATION
 AH8947'IS 1.0 M SOUTH, 1.0 M NORTHWEST, AND 1.0 M NORTHEAST OF THREE ORANGE
 AH8947'4X4 PLASTIC GUARD POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0693 ***********************************************************************
 RM0693  DESIGNATION -  MOOSE HILL FIRE TOWER
 RM0693  PID         -  RM0693
 RM0693  STATE/COUNTY-  WI/ASHLAND
 RM0693  USGS QUAD   -  MORSE (1984)
 RM0693
 RM0693                         *CURRENT SURVEY CONTROL
 RM0693  ___________________________________________________________________
 RM0693* NAD 83(1991)-  46 09 20.45673(N)    090 44 29.41795(W)     ADJUSTED  
 RM0693* NAVD 88     -       490.     (meters)    1608.     (feet)  SCALED    
 RM0693  ___________________________________________________________________
 RM0693  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 RM0693  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 RM0693
 RM0693  HORZ ORDER  -  SECOND
 RM0693
 RM0693.The horizontal coordinates were established by classical geodetic methods
 RM0693.and adjusted by the National Geodetic Survey in November 1991..
 RM0693
 RM0693.The orthometric height was scaled from a topographic map.
 RM0693
 RM0693.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0693
 RM0693.The geoid height was determined by GEOID03.
 RM0693
 RM0693;                    North         East     Units Scale Factor Converg.
 RM0693;SPC WI N     -   110,190.818   542,725.846   MT  0.99994537   -0 32 05.6
 RM0693;SPC WI N     -   361,517.71  1,780,593.05   sFT  0.99994537   -0 32 05.6
 RM0693;UTM  15      - 5,113,824.610   674,387.614   MT  0.99997385   +1 37 45.4
 RM0693
 RM0693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0693!SPC WI N     -   0.99992795  x   0.99994537  =   0.99987332
 RM0693!UTM  15      -   0.99992795  x   0.99997385  =   0.99990180
 RM0693
 RM0693                          SUPERSEDED SURVEY CONTROL
 RM0693
 RM0693  NAD 83(1986)-  46 09 20.45116(N)    090 44 29.41302(W) AD(       ) 2
 RM0693  NAD 27      -  46 09 20.62070(N)    090 44 28.76058(W) AD(       ) 2
 RM0693
 RM0693.Superseded values are not recommended for survey control.
 RM0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0693.See file dsdata.txt to determine how the superseded data were derived.
 RM0693
 RM0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM7438813825(NAD 83)
 RM0693_MARKER: 57 = LOOKOUT TOWER
 RM0693
 RM0693  HISTORY     - Date     Condition        Report By
 RM0693  HISTORY     - 1952     FIRST OBSERVED   CGS
 RM0693  HISTORY     - 1966     SEE DESCRIPTION  USGS
 RM0693  HISTORY     - 1974     SEE DESCRIPTION  NGS
 RM0693
 RM0693                          STATION DESCRIPTION
 RM0693
 RM0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 RM0693'THE TOWER IS LOCATED ABOUT 7.75 MILES EAST OF CLAM LAKE, 8.0
 RM0693'MILES WEST OF GLIDDEN AND 6.5 MILES SOUTHWEST OF CAYUGA, ON A
 RM0693'WOODED KNOLL.
 RM0693'
 RM0693'IT IS A FOUR LEGGED STEEL STRUCTURE ABOUT 80 FEET HIGH AND WITH A
 RM0693'WIRE ENCLOSED OBSERVING CAB.  THE TOWER WAS ERECTED IN 1937.
 RM0693'
 RM0693'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 RM0693'MOOSE BY BOTH DISTANCE AND DIRECTION, THE DISTANCE BEING 61.91
 RM0693'FEET (18.870 METERS).
 RM0693
 RM0693                          STATION RECOVERY (1966)
 RM0693
 RM0693'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 RM0693'STATION LOST.  FIRE TOWER HAS BEEN TORN DOWN.  4 LEGS OF TOWER
 RM0693'STILL VISIBLE.
 RM0693'
 RM0693'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--CLAM LAKE ABOUT
 RM0693'8 MILES EAST OF
 RM0693
 RM0693                          STATION RECOVERY (1974)
 RM0693
 RM0693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JLC)
 RM0693'THE FIRE TOWER HAS BEEN DISMANTLED.  THE CONCRETE FOUNDATIONS
 RM0693'FOR THE FOOTINGS STILL EXIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0667 ***********************************************************************
 RM0667  DESIGNATION -  MOOSE LOOKOUT TOWER
 RM0667  PID         -  RM0667
 RM0667  STATE/COUNTY-  WI/IRON
 RM0667  USGS QUAD   -  LAKE SIX (1984)
 RM0667
 RM0667                         *CURRENT SURVEY CONTROL
 RM0667  ___________________________________________________________________
 RM0667* NAD 83(1991)-  46 13 15.46421(N)    090 15 31.00569(W)     ADJUSTED  
 RM0667* NAVD 88     -       537.46   (+/-2cm)    1763.3    (feet)  VERTCON   
 RM0667  ___________________________________________________________________
 RM0667  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 RM0667  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 RM0667
 RM0667  HORZ ORDER  -  THIRD
 RM0667  VERT ORDER  -  THIRD ? (See Below)
 RM0667
 RM0667.The horizontal coordinates were established by classical geodetic methods
 RM0667.and adjusted by the National Geodetic Survey in November 1991..
 RM0667
 RM0667.The NAVD 88 height was computed by applying the VERTCON shift value to
 RM0667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RM0667.The vertical order pertains to the NGVD 29 superseded value.
 RM0667
 RM0667.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0667
 RM0667.The geoid height was determined by GEOID03.
 RM0667
 RM0667;                    North         East     Units Scale Factor Converg.
 RM0667;SPC WI N     -   117,211.736   580,048.018   MT  0.99994577   -0 11 11.6
 RM0667;SPC WI N     -   384,552.17  1,903,040.87   sFT  0.99994577   -0 11 11.6
 RM0667;UTM  15      - 5,122,251.619   711,422.064   MT  1.00014951   +1 58 48.2
 RM0667
 RM0667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0667!SPC WI N     -   0.99992056  x   0.99994577  =   0.99986633
 RM0667!UTM  15      -   0.99992056  x   1.00014951  =   1.00007006
 RM0667
 RM0667                          SUPERSEDED SURVEY CONTROL
 RM0667
 RM0667  NAD 83(1986)-  46 13 15.45860(N)    090 15 31.00040(W) AD(       ) 4
 RM0667  NAD 27      -  46 13 15.64400(N)    090 15 30.37100(W) AD(       ) 3
 RM0667  NGVD 29 (07/19/86)  537.44   (m)         1763.3    (f) LEVELING    3  
 RM0667
 RM0667.Superseded values are not recommended for survey control.
 RM0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0667.See file dsdata.txt to determine how the superseded data were derived.
 RM0667
 RM0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM1142222252(NAD 83)
 RM0667_MARKER: DS = TRIANGULATION STATION DISK
 RM0667_SETTING: 0 = UNSPECIFIED SETTING
 RM0667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RM0667
 RM0667  HISTORY     - Date     Condition        Report By
 RM0667  HISTORY     - 1952     MONUMENTED       CGS
 RM0667  HISTORY     - 1973     GOOD             USGS
 RM0667
 RM0667                          STATION DESCRIPTION
 RM0667
 RM0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 RM0667'THE STATION IS LOCATED ABOUT 12 MILES SOUTHEAST OF UPSON,
 RM0667'10 MILES NORTHWEST OF MERCER AND 1-1/2 MILES SOUTHWEST OF
 RM0667'MOOSE LAKE.
 RM0667'
 RM0667'TO REACH THE STATION FROM THE REX HOTEL IN MERCER, GO NORTHWEST
 RM0667'ON U.S. HIGHWAY 51 FOR 1.5 MILES TO A CROSSROAD AND THE 51 CLUB
 RM0667'IN THE NORTHWEST CORNER OF THE INTERSECTION, TURN LEFT AND
 RM0667'FOLLOW THE WINDING PAVED ROAD SOUTHWESTERLY FOR 5.1 MILES
 RM0667'TO A Y AND THE END OF THE PAVEMENT, TAKE THE RIGHT FORK AND
 RM0667'CONTINUE STRAIGHT AHEAD ON THE GRAVEL AND DIRT ROAD FOR 1.2
 RM0667'MILES TO A FORK, KEEP THE LEFT FORK AND GO 5.6 MILES TO A
 RM0667'REVERSE Y AND TRIANGULATION STATION TT7C (USGS) ON THE RIGHT.
 RM0667'TURN SHARP RIGHT AND GO NORTH AND WEST ON GRAVEL ROAD
 RM0667'FOR 2.4 MILES TO A Y, TAKE THE RIGHT FORK AND FOLLOW THE
 RM0667'DIRT ROAD NORTH FOR 7.4 MILES TO A SIDE ROAD RIGHT, TURN
 RM0667'RIGHT AND GO EAST FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 RM0667'
 RM0667'A STATION STAMPED MOOSE 1952 IS LOCATED IN THE CENTER OF THE BASE OF
 RM0667'THE LOOKOUT TOWER WHICH IS A 4 LEGGED STEEL STRUCTURE
 RM0667'73 FEET HIGH WITH AN OBSERVATION PLATFORM ON THE TOP.
 RM0667
 RM0667                          STATION RECOVERY (1973)
 RM0667
 RM0667'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JDS)
 RM0667'TOWER HAS BEEN DISMANTLED BUT LEG BASES ARE INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0801 ***********************************************************************
 RM0801  DESIGNATION -  MOQUAH
 RM0801  PID         -  RM0801
 RM0801  STATE/COUNTY-  WI/BAYFIELD
 RM0801  USGS QUAD   -  INO (1975)
 RM0801
 RM0801                         *CURRENT SURVEY CONTROL
 RM0801  ___________________________________________________________________
 RM0801* NAD 83(1991)-  46 35 11.77588(N)    091 09 49.47805(W)     ADJUSTED  
 RM0801* NAVD 88     -       406.     (meters)    1332.     (feet)  SCALED    
 RM0801  ___________________________________________________________________
 RM0801  LAPLACE CORR-         -11.39  (seconds)                    DEFLEC99
 RM0801  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 RM0801
 RM0801  HORZ ORDER  -  SECOND
 RM0801
 RM0801.The horizontal coordinates were established by classical geodetic methods
 RM0801.and adjusted by the National Geodetic Survey in March 1999..
 RM0801
 RM0801.The orthometric height was scaled from a topographic map.
 RM0801
 RM0801.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0801
 RM0801.The geoid height was determined by GEOID03.
 RM0801
 RM0801;                    North         East     Units Scale Factor Converg.
 RM0801;SPC WI N     -   158,475.305   510,815.624   MT  0.99997205   -0 50 22.2
 RM0801;SPC WI N     -   519,931.06  1,675,900.93   sFT  0.99997205   -0 50 22.2
 RM0801;UTM  15      - 5,160,864.391   640,674.221   MT  0.99984325   +1 20 02.8
 RM0801
 RM0801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0801!SPC WI N     -   0.99994117  x   0.99997205  =   0.99991322
 RM0801!UTM  15      -   0.99994117  x   0.99984325  =   0.99978443
 RM0801
 RM0801|---------------------------------------------------------------------|
 RM0801| PID    Reference Object                     Distance      Geod. Az  |
 RM0801|                                                           dddmmss.s |
 RM0801| RM0802 MOQUAH LOT D                         11.232 METERS 07636     |
 RM0801| CJ3364 MOQUAH RM 1                          20.645 METERS 09922     |
 RM0801| CJ3365 MOQUAH RM 2                          31.148 METERS 22015     |
 RM0801| RM0803 LENAWEE                             APPROX.12.3 KM 3250036.0 |
 RM0801|---------------------------------------------------------------------|
 RM0801
 RM0801                          SUPERSEDED SURVEY CONTROL
 RM0801
 RM0801  NAD 83(1991)-  46 35 11.77530(N)    091 09 49.47743(W) AD(       ) 2
 RM0801  NAD 83(1986)-  46 35 11.76915(N)    091 09 49.47332(W) AD(       ) 2
 RM0801  NAD 27      -  46 35 11.98000(N)    091 09 48.79100(W) AD(       ) 2
 RM0801
 RM0801.Superseded values are not recommended for survey control.
 RM0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0801.See file dsdata.txt to determine how the superseded data were derived.
 RM0801
 RM0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM4067460864(NAD 83)
 RM0801_MARKER: DS = TRIANGULATION STATION DISK
 RM0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0801
 RM0801  HISTORY     - Date     Condition        Report By
 RM0801  HISTORY     - 1953     MONUMENTED       CGS
 RM0801  HISTORY     - 1977     POOR             NGS
 RM0801
 RM0801                          STATION DESCRIPTION
 RM0801
 RM0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 RM0801'THE STATION IS LOCATED ABOUT 13 MILES WEST OF THE CITY OF ASHLAND,
 RM0801'12 MILES EAST OF THE VILLAGE OF IRON RIVER AND 4 MILES NORTH OF THE
 RM0801'VILLAGE OF INO.  IT IS 32.2 FEET SOUTHWEST OF THE NORTHWEST LEG
 RM0801'OF THE LOOKOUT TOWER AND 24.8 FEET WEST OF THE SOUTHWEST LEG OF
 RM0801'THE LOOKOUT TOWER.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 RM0801'STAMPED MOQUAH 1953.
 RM0801'
 RM0801'REFERENCE MARK NO 1 IS 22 FEET SOUTHEAST OF THE SOUTHEAST LEG
 RM0801'OF THE LOOKOUT TOWER.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 RM0801'STAMPED MOQUAH NO 1 1953.
 RM0801'
 RM0801'REFERENCE MARK NO 2 IS 13 FEET SOUTH OF THE CENTERLINE OF THE
 RM0801'PARK DRIVE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 RM0801'MOQUAH NO 2 1953.
 RM0801'
 RM0801'MOQUAH TOWER D 1934 (USGS) IS A STANDARD U.S.G.S. BENCH MARK DISK
 RM0801'SET IN AN 8 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 16
 RM0801'INCHES AND THE DISK IS STAMPED MOQUAH TOWER D 1934.  A TRAVERSE
 RM0801'CONNECTION WAS MADE TO THIS STATION AND THE DISTANCE IS SHOWN
 RM0801'ABOVE.
 RM0801'
 RM0801'NO AZIMUTH MARK WAS SET.
 RM0801'
 RM0801'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE HIGHWAY 13
 RM0801'IN ASHLAND, GO WEST ON HIGHWAYS 2 AND 13 FOR 3.0 MILES TO THEIR
 RM0801'JUNCTION.  HERE CONTINUE WESTERLY ON U.S. HIGHWAY 2 FOR 11.8
 RM0801'MILES TO THE JUNCTION OF COUNTY ROUTE E AND U.S. HIGHWAY 2
 RM0801'(TEXACO SERVICE STATION AND STORE ON THE RIGHT), TURN RIGHT
 RM0801'(NORTH) ON A GRADED ROAD FOR 0.7 MILE TO A RAILROAD CROSSING.
 RM0801'CONTINUE STRAIGHT AHEAD FOR 3.5 MILES TO A SIDE ROAD LEFT AT
 RM0801'THE TOP OF A HILL (SIGN MOQUAH LOOKOUT TOWER), TURN LEFT (WEST)
 RM0801'FOR 0.1 MILE TO A DRIVEWAY ON THE RIGHT TURN RIGHT FOR
 RM0801'0.05 MILE TO THE STATION SITE AS DESCRIBED.
 RM0801'
 RM0801'MOQUAH TOWER D 1934 IS SET DIRECTLY UNDER THE CENTER OF THE
 RM0801'MOQUAH LOOKOUT TOWER.
 RM0801'
 RM0801'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 RM0801
 RM0801                          STATION RECOVERY (1977)
 RM0801
 RM0801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 RM0801'STATION SURFACE MARK WAS FOUND BROKEN OFF AT GROUND LEVEL.  THE
 RM0801'UNDERGROUND MARK SHOULD BE INTACT.  REFERENCE MARKS 1 AND 2 WERE
 RM0801'RECOVERED IN GOOD CONDITION.  THE USGS MARK UNDER THE CENTER OF
 RM0801'THE LOOKOUT TOWER HAS BEEN BROKEN OFF ALSO.  THIS APPARENTLY
 RM0801'WAS DONE WHEN THE TOWER WAS TORN DOWN.
 RM0801'
 RM0801'STATION IS ABOUT 13 MILES WEST OF ASHLAND AND 4 MILES NORTH OF
 RM0801'THE VILLAGE OF INO ON A TIMBERED HILL.  THE MOQUAH LOOKOUT TOWER
 RM0801'HAS BEEN TORN DOWN AND ONLY THE FOUNDATIONS REMAIN.  THE CONCRETE
 RM0801'POST THAT CONTAINED THE SURFACE STATION MARK IS 24.8 FEET WEST
 RM0801'OF THE SOUTHWEST FOUNDATION FOR THE OLD LOOKOUT TOWER.  THE POST
 RM0801'IS FLUSH WITH THE GROUND AND THE 6 INCH TOP THAT CONTAINED THE
 RM0801'DISK STILL LIES BY THIS POST.
 RM0801'
 RM0801'REFERENCE MARK 1 IS 22 FEET SOUTHEAST OF THE SOUTHEAST
 RM0801'FOUNDATION OF LOOKOUT TOWER.  THE MARK PROJECTS 5 INCHES AND THE
 RM0801'DISK IS STAMPED MOQUAH NO 1 1953.
 RM0801'
 RM0801'REFERENCE MARK 2 IS 13 FEET SW OF THE CENTER OF DIM TRACK
 RM0801'ROAD.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED MOQUAH
 RM0801'NO 2 1953.
 RM0801'
 RM0801'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND
 RM0801'STATE HIGHWAY 13 ABOUT 3 MILES WEST OF ASHLAND, GO WEST ON
 RM0801'U.S. HIGHWAY 2 FOR 11.8 MILES TO A CROSSROAD IN THE VILLAGE OF
 RM0801'INO.  TURN RIGHT AND GO NORTHERLY ON NATIONAL FOREST ROAD 236
 RM0801'FOR 1.55 MILES TO A FORK.  BEAR RIGHT ON NORTHERLY ON BLADED
 RM0801'ROAD (FOREST SERVICE ROAD 237) FOR 3.1 MILES TO A SAND ROAD
 RM0801'LEFT.  TURN LEFT, WESTERLY, FOR 0.1 MILE TO A SAND ROAD
 RM0801'RIGHT.  TURN RIGHT AND GO NORTHERLY FOR 0.05 MILE TO OLD
 RM0801'FOUNDATION AND STATION.
 RM0801'
 RM0801'NOTE--IT WOULD TAKE ABOUT 80 FEET TO CLEAR THE LOCAL TREES AT
 RM0801'THIS TIME.
 RM0801'
 RM0801'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RM0801'ABOUT 3 MILES NW OF MOQUAH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0802 ***********************************************************************
 RM0802  DESIGNATION -  MOQUAH LOT D
 RM0802  PID         -  RM0802
 RM0802  STATE/COUNTY-  WI/BAYFIELD
 RM0802  USGS QUAD   -  INO (1975)
 RM0802
 RM0802                         *CURRENT SURVEY CONTROL
 RM0802  ___________________________________________________________________
 RM0802* NAD 83(1991)-  46 35 11.86016(N)    091 09 48.96482(W)     ADJUSTED  
 RM0802* NAVD 88     -       406.     (meters)    1332.     (feet)  SCALED    
 RM0802  ___________________________________________________________________
 RM0802  LAPLACE CORR-         -11.39  (seconds)                    DEFLEC99
 RM0802  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 RM0802
 RM0802  HORZ ORDER  -  SECOND
 RM0802
 RM0802.The horizontal coordinates were established by classical geodetic methods
 RM0802.and adjusted by the National Geodetic Survey in March 1999..
 RM0802
 RM0802.The orthometric height was scaled from a topographic map.
 RM0802
 RM0802.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0802
 RM0802.The geoid height was determined by GEOID03.
 RM0802
 RM0802;                    North         East     Units Scale Factor Converg.
 RM0802;SPC WI N     -   158,477.747   510,826.587   MT  0.99997205   -0 50 21.8
 RM0802;SPC WI N     -   519,939.07  1,675,936.89   sFT  0.99997205   -0 50 21.8
 RM0802;UTM  15      - 5,160,867.246   640,685.082   MT  0.99984328   +1 20 03.1
 RM0802
 RM0802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0802!SPC WI N     -   0.99994117  x   0.99997205  =   0.99991322
 RM0802!UTM  15      -   0.99994117  x   0.99984328  =   0.99978446
 RM0802
 RM0802                          SUPERSEDED SURVEY CONTROL
 RM0802
 RM0802  NAD 83(1991)-  46 35 11.85957(N)    091 09 48.96419(W) AD(       ) 2
 RM0802  NAD 83(1986)-  46 35 11.85342(N)    091 09 48.96008(W) AD(       ) 2
 RM0802  NAD 27      -  46 35 12.06400(N)    091 09 48.27800(W) AD(       ) 2
 RM0802
 RM0802.Superseded values are not recommended for survey control.
 RM0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0802.See file dsdata.txt to determine how the superseded data were derived.
 RM0802
 RM0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM4068560867(NAD 83)
 RM0802_MARKER: DB = BENCH MARK DISK
 RM0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0802_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RM0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0802+STABILITY: SURFACE MOTION
 RM0802
 RM0802  HISTORY     - Date     Condition        Report By
 RM0802  HISTORY     - 1939     MONUMENTED       USGS
 RM0802  HISTORY     - 1953     GOOD             CGS
 RM0802  HISTORY     - 1966     GOOD             CGS
 RM0802
 RM0802                          STATION DESCRIPTION
 RM0802
 RM0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 RM0802'THE STATION IS LOCATED ABOUT 13 MILES WEST OF THE CITY OF ASHLAND,
 RM0802'12 MILES EAST OF THE TOWN OF IRON RIVER, 4 MILES NORTH OF THE
 RM0802'VILLAGE OF INO AND BENEATH THE MOQUAH LOOKOUT TOWER.  IT IS A
 RM0802'STANDARD U.S.G.S. BENCH MARKS DISK SET IN AN 8 INCH SQUARE
 RM0802'CONCRETE POST WHICH PROJECTS ABOUT 16 INCHES AND THE DISK IS
 RM0802'STAMPED MOQUAH TOWER D 1934.
 RM0802'
 RM0802'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION MOQUAH
 RM0802'TO MOQUAH TOWER D.  THE DISTANCE IS 11.232 METERS OR 36.85
 RM0802'FEET EAST-NORTHEAST OF THE STATION.
 RM0802'
 RM0802'THE DIRECTION WAS MEASURED TO THE TOP OF THE LOOKOUT TOWER.
 RM0802'
 RM0802'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE HIGHWAY
 RM0802'13 IN ASHLAND, GO WEST ON HIGHWAYS 2 AND 13 FOR 3.0 MILES TO THEIR
 RM0802'JUNCTION.  HERE CONTINUE WESTERLY ON HIGHWAY 2 FOR 11.8 MILES
 RM0802'TO THE JUNCTION OF COUNTY ROUTE E AND U.S. HIGHWAY 2 (TEXACO
 RM0802'SERVICE STATION AND STORE ON THE RIGHT), TURN RIGHT (NORTH) ON A
 RM0802'GRADED ROAD FOR 0.7 MILE TO A RAILROAD CROSSING.  CONTINUE
 RM0802'STRAIGHT AHEAD FOR 3.5 MILES TO A SIDE ROAD LEFT AT TOP OF HILL
 RM0802'(SIGN MOQUAH LOOKOUT TOWER), TURN LEFT (WEST) FOR 0.1 MILE TO
 RM0802'A DRIVEWAY ON THE RIGHT, TURN RIGHT FOR 0.05 MILE TO THE
 RM0802'LOOKOUT TOWER AND THE STATION DIRECTLY BENEATH IT.
 RM0802'
 RM0802'PROBABLY THE SAME STATION AS LOCATED IN 1939.
 RM0802
 RM0802                          STATION RECOVERY (1966)
 RM0802
 RM0802'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RHR)
 RM0802'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 RM0802'CONDITION.  A NEW TO REACH FOLLOWS.
 RM0802'
 RM0802'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE HIGHWAY 13
 RM0802'IN ASHLAND, GO WEST ON HIGHWAYS 2 AND 13 FOR 3 MILES TO THEIR
 RM0802'JUNCTION.  HERE CONTINUE WEST ON HIGHWAY 2 FOR 11.8 MILES TO
 RM0802'THE JUNCTION OF COUNTY ROUTE E AND U.S. FOREST SERVICE ROAD 237.
 RM0802'TURN RIGHT AND GO NORTH ON U.S. FOREST SERVICE ROAD 237 FOR
 RM0802'0.7 MILE TO A RAILROAD CROSSING, CONTINUE AHEAD NORTH FOR 3.25
 RM0802'MILE TO A SIDE ROAD RIGHT AN A SIGN MOQUAH LOOKOUT TOWER 3.
 RM0802'HERE TURN RIGHT AND GO NORTHEAST ON U.S. FOREST SERVICE ROAD
 RM0802'237 FOR 3.1 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST
 RM0802'FOR 0.1 MILE TO A BUILDING.  FOLLOW A TRACK ROAD NORTH FOR
 RM0802'0.05 MILE TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1284 ***********************************************************************
 OM1284  PACS        -  This is a Primary Airport Control Station.
 OM1284  DESIGNATION -  MOREPORT
 OM1284  PID         -  OM1284
 OM1284  STATE/COUNTY-  WI/DANE
 OM1284  USGS QUAD   -  MIDDLETON (1983)
 OM1284
 OM1284                         *CURRENT SURVEY CONTROL
 OM1284  ___________________________________________________________________
 OM1284* NAD 83(1997)-  43 06 45.05088(N)    089 31 34.68826(W)     ADJUSTED  
 OM1284* NAVD 88     -       280.80   (meters)     921.3    (feet)  GPS OBS   
 OM1284  ___________________________________________________________________
 OM1284  X           -      38,556.265 (meters)                     COMP
 OM1284  Y           -  -4,663,440.200 (meters)                     COMP
 OM1284  Z           -   4,336,803.518 (meters)                     COMP
 OM1284  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 OM1284  ELLIP HEIGHT-         246.53  (meters)          (04/28/99) GPS OBS
 OM1284  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 OM1284
 OM1284  HORZ ORDER  -  A
 OM1284  ELLP ORDER  -  THIRD     CLASS I
 OM1284
 OM1284.This mark is at Morey Airport (C29)
 OM1284
 OM1284.The horizontal coordinates were established by GPS observations
 OM1284.and adjusted by the National Geodetic Survey in April 1999..
 OM1284
 OM1284.The orthometric height was determined by GPS observations and a
 OM1284.high-resolution geoid model.
 OM1284
 OM1284.GPS derived orthometric heights for airport stations designated as
 OM1284.PACS or SACS are published to 2 decimal places.  This maintains
 OM1284.centimeter relative accuracy between the PACS and SACS.  It does
 OM1284.not indicate centimeter accuracy relative to other marks which are
 OM1284.part of the NAVD 88 network.
 OM1284
 OM1284.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1284
 OM1284.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1284
 OM1284.The ellipsoidal height was determined by GPS observations
 OM1284.and is referenced to NAD 83.
 OM1284
 OM1284.The geoid height was determined by GEOID03.
 OM1284
 OM1284;                    North         East     Units Scale Factor Converg.
 OM1284;SPC WI S     -   123,699.036   638,552.895   MT  0.99994518   +0 19 31.7
 OM1284;SPC WI S     -   405,835.92  2,094,985.62   sFT  0.99994518   +0 19 31.7
 OM1284;UTM  16      - 4,776,407.398   294,456.891   MT  1.00011975   -1 43 37.8
 OM1284
 OM1284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1284!SPC WI S     -   0.99996134  x   0.99994518  =   0.99990652
 OM1284!UTM  16      -   0.99996134  x   1.00011975  =   1.00008109
 OM1284
 OM1284:                Primary Azimuth Mark                     Grid Az
 OM1284:SPC WI S     -  MOREPORT AZ MK                           300 24 19.3
 OM1284:UTM  16      -  MOREPORT AZ MK                           302 27 28.8
 OM1284
 OM1284|---------------------------------------------------------------------|
 OM1284| PID    Reference Object                     Distance      Geod. Az  |
 OM1284|                                                           dddmmss.s |
 OM1284| OM1285 MOREPORT AZ MK                      APPROX. 0.8 KM 3004351.0 |
 OM1284|---------------------------------------------------------------------|
 OM1284
 OM1284                          SUPERSEDED SURVEY CONTROL
 OM1284
 OM1284  NAD 83(1991)-  43 06 45.05339(N)    089 31 34.69026(W) AD(       ) 1
 OM1284  ELLIP H (08/19/91)  246.60   (m)                       GP(       ) 4 1
 OM1284  NGVD 29 (08/19/91)  280.8    (m)          921.     (f) GPS OBS        
 OM1284
 OM1284.Superseded values are not recommended for survey control.
 OM1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1284.See file dsdata.txt to determine how the superseded data were derived.
 OM1284
 OM1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9445776407(NAD 83)
 OM1284_MARKER: DH = HORIZONTAL CONTROL DISK
 OM1284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1284_SP_SET: CONCRETE POST
 OM1284_STAMPING: MOREPORT
 OM1284_MARK LOGO: NGS   
 OM1284_PROJECTION: FLUSH
 OM1284_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM1284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM1284+STABILITY: SURFACE MOTION
 OM1284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1284+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2002
 OM1284
 OM1284  HISTORY     - Date     Condition        Report By
 OM1284  HISTORY     - 1987     MONUMENTED       WIHD
 OM1284  HISTORY     - 19900904 GOOD
 OM1284  HISTORY     - 19971130 GOOD             NGS
 OM1284  HISTORY     - 20010417 GOOD             WIDT
 OM1284  HISTORY     - 20020611 GOOD             JCLS
 OM1284  HISTORY     - 20020614 GOOD             JCLS
 OM1284
 OM1284                          STATION DESCRIPTION
 OM1284
 OM1284'DESCRIBED BY WI HIGHWAY DEPT 1987
 OM1284'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) NORTHWEST OF MIDDLETON,
 OM1284'AT THE MIDDLETON (MADISON) MOREY FIELD AIRPORT AND NORTHEAST OF THE
 OM1284'END OF RUNWAY 13.  OWNERSHIP--MIDDLETON AIRPORT COMMISSION, P.O. BOX
 OM1284'8, MIDDLETON, WI 54288, PHONE 608-836-1711, AIRPORT MANAGER IS FIELD
 OM1284'MOREY, PHONE 608-836-1711 OR 608-831-8096.
 OM1284'TO REACH THE AIRPORT FROM THE JUNCTION OF U.S. HIGHWAY 12, COUNTY ROAD
 OM1284'M AND AIRPORT ROAD, ON THE NORTH SIDE OF MIDDLETON, GO WEST ON
 OM1284'AIRPORT ROAD FOR 1.35 KM (0.84 MI) TO THE AIRPORT ENTRANCE ON THE
 OM1284'RIGHT, TURN RIGHT, NORTHERLY, INTO THE ENTRANCE AND CONTINUE TO THE
 OM1284'END OF RUNWAY 13 AND THE STATION NORTHEAST OF THE END OF THE RUNWAY.
 OM1284'THE STATION IS A LOCATED 16 .2 M (0.7 FT) NORTHEAST OF THE NORTHEAST
 OM1284'ONE OF EIGHT RUNWAY END LIGHTS, 7.7 M (25.3 FT) WEST OF THE WEST EDGE
 OM1284'OF A DITCH, 5.4 M (17.7 FT) NORTHWEST OF A SIGN (WELCOME TO MOREY
 OM1284'AIRPORT) AMD 1.4 M (4.6 FT) WEST OF A FIBERGLASS WITNESS POST.
 OM1284
 OM1284                          STATION RECOVERY (1990)
 OM1284
 OM1284'RECOVERED 1990
 OM1284'RECOVERED IN GOOD CONDITION.
 OM1284
 OM1284                          STATION RECOVERY (1997)
 OM1284
 OM1284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 OM1284'NOTE--THIS IS THE PRIMARY AIRPORT CONTROL (PAC) STATION FOR THE
 OM1284'MIDDLETON/MOREY (C29) AIRPORT.  THE STATION IS LOCATED ABOUT 3 KM
 OM1284'(1.85 MI) NORTHWEST OF MIDDLETON AT THE MIDDLETON MOREY FIELD AIRPORT,
 OM1284'NEAR THE SOUTHEAST CORNER OF THE AIRFIELD, ACROSS THE APRON AND RUNWAY
 OM1284'END FROM THE OFFICE, AND ADJACENT TO A IRRIGATION DITCH.
 OM1284'OWNERSHIP--MOREY AIRPLANE CO., INC., P.O.  BOX 62-008, MIDDLETON, WI
 OM1284'53562.  AIRPORT MANAGER IS FIELD MOREY.  PHONE 608-836-1711 OR
 OM1284'608-831-8096.  CALL AHEAD FOR ACCESS THROUGH THE LOCKED GATE.  TO
 OM1284'REACH FROM THE JUNCTION OF U.S.  HIGHWAYS 12 AND 14 (UNION AVENUE) AT
 OM1284'EXIT 251, GO NORTH ON HIGHWAY 12 FOR 1.61 KM (1.00 MI) TO A PAVED
 OM1284'CROSSROAD (AIRPORT ROAD ON THE LEFT AND COUNTY ROAD M ON THE RIGHT) .
 OM1284'TURN LEFT AND GO WEST ON AIRPORT ROAD FOR 1.29 KM (0.80 MI) TO THE
 OM1284'AIRPORT ENTRANCE ON THE RIGHT AND A GRAVEL ROAD LEFT.  TURN RIGHT AND
 OM1284'GO NORTH ON THE ENTRANCE ROAD, ACROSS THE APRON AND AROUND RUNWAY END
 OM1284'13 FOR 0.08 KM (0.05 MI) TO THE STATION ON THE RIGHT.  THE STATION IS
 OM1284'SET IN THE TOP OF A 22 CM ROUND CONCRETE POST RECESSED 22 CM BELOW THE
 OM1284'GROUND.  IT IS, 37.0 M (121.4 FT) NORTHEAST OF THE EXTENDED CENTER OF
 OM1284'THE RUNWAY, 16.2 M (53.1 FT) NORTHEAST OF THE NORTHEAST 1 OF 3 RUNWAY
 OM1284'END LIGHTS, 7.7 M (25.3 FT) WEST OF THE WEST EDGE OF A DITCH, 5.4 M
 OM1284'(17.7 FT) NORTHWEST OF A SIGN (WELCOME TO MOREY AIRPORT) , AND 1.4 M
 OM1284'(4.6 FT) WEST OF A FIBERGLASS WITNESS POST.
 OM1284
 OM1284                          STATION RECOVERY (2001)
 OM1284
 OM1284'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OM1284'RECOVERED AS DESCRIBED.
 OM1284' 
 OM1284'
 OM1284
 OM1284                          STATION RECOVERY (2002)
 OM1284
 OM1284'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 OM1284'RECOVERED IN GOOD CONDITION.
 OM1284
 OM1284                          STATION RECOVERY (2002)
 OM1284
 OM1284'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 OM1284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1285 ***********************************************************************
 OM1285  HT_MOD      -  This is a Height Modernization Survey Station.
 OM1285  DESIGNATION -  MOREPORT AZ MK
 OM1285  PID         -  OM1285
 OM1285  STATE/COUNTY-  WI/DANE
 OM1285  USGS QUAD   -  MIDDLETON (1983)
 OM1285
 OM1285                         *CURRENT SURVEY CONTROL
 OM1285  ___________________________________________________________________
 OM1285* NAD 83(1997)-  43 06 58.02267(N)    089 32 04.47572(W)     ADJUSTED  
 OM1285* NAVD 88     -       282.21   (meters)     925.9    (feet)  GPS OBS   
 OM1285  ___________________________________________________________________
 OM1285  X           -      37,880.586 (meters)                     COMP
 OM1285  Y           -  -4,663,173.171 (meters)                     COMP
 OM1285  Z           -   4,337,096.726 (meters)                     COMP
 OM1285  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 OM1285  ELLIP HEIGHT-         247.96  (meters)          (09/30/02) GPS OBS
 OM1285  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 OM1285
 OM1285  HORZ ORDER  -  FIRST
 OM1285  ELLP ORDER  -  FOURTH    CLASS I
 OM1285
 OM1285.This mark is at Morey Airport (C29)
 OM1285
 OM1285.The horizontal coordinates were established by GPS observations
 OM1285.and adjusted by the National Geodetic Survey in September 2002..
 OM1285
 OM1285.The orthometric height was determined by GPS observations and a
 OM1285.high-resolution geoid model using precise GPS observation and
 OM1285.processing techniques.
 OM1285
 OM1285.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1285
 OM1285.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1285
 OM1285.The ellipsoidal height was determined by GPS observations
 OM1285.and is referenced to NAD 83.
 OM1285
 OM1285.The geoid height was determined by GEOID03.
 OM1285
 OM1285;                    North         East     Units Scale Factor Converg.
 OM1285;SPC WI S     -   124,095.521   637,877.247   MT  0.99994486   +0 19 11.3
 OM1285;SPC WI S     -   407,136.72  2,092,768.93   sFT  0.99994486   +0 19 11.3
 OM1285;UTM  16      - 4,776,827.904   293,795.761   MT  1.00012310   -1 43 58.6
 OM1285
 OM1285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1285!SPC WI S     -   0.99996112  x   0.99994486  =   0.99990598
 OM1285!UTM  16      -   0.99996112  x   1.00012310  =   1.00008421
 OM1285
 OM1285:                Primary Azimuth Mark                     Grid Az
 OM1285:SPC WI S     -  MOREPORT                                 120 24 19.3
 OM1285:UTM  16      -  MOREPORT                                 122 27 29.2
 OM1285
 OM1285|---------------------------------------------------------------------|
 OM1285| PID    Reference Object                     Distance      Geod. Az  |
 OM1285|                                                           dddmmss.s |
 OM1285| OM1284 MOREPORT                            APPROX. 0.8 KM 1204330.6 |
 OM1285|---------------------------------------------------------------------|
 OM1285
 OM1285                          SUPERSEDED SURVEY CONTROL
 OM1285
 OM1285  NAD 83(1991)-  43 06 58.02516(N)    089 32 04.47767(W) AD(       ) 1
 OM1285  ELLIP H (08/19/91)  248.03   (m)                       GP(       ) 4 1
 OM1285  NGVD 29 (08/19/91)  282.3    (m)          926.     (f) GPS OBS        
 OM1285
 OM1285.Superseded values are not recommended for survey control.
 OM1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1285.See file dsdata.txt to determine how the superseded data were derived.
 OM1285
 OM1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9379676828(NAD 83)
 OM1285_MARKER: DZ = AZIMUTH MARK DISK
 OM1285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1285_SP_SET: CONCRETE POST
 OM1285_STAMPING: MOREPORT AZ MK
 OM1285_MARK LOGO: NGS   
 OM1285_PROJECTION: FLUSH
 OM1285_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM1285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM1285+STABILITY: SURFACE MOTION
 OM1285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1285+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2003
 OM1285
 OM1285  HISTORY     - Date     Condition        Report By
 OM1285  HISTORY     - 1987     MONUMENTED       WIDT
 OM1285  HISTORY     - 19900904 GOOD
 OM1285  HISTORY     - 2002     GOOD             WIDT
 OM1285  HISTORY     - 20030516 GOOD             WIDT
 OM1285
 OM1285                          STATION DESCRIPTION
 OM1285
 OM1285'DESCRIBED BY WI DEPT OF TRANSP 1987
 OM1285'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) NORTHWEST OF MIDDLETON,
 OM1285'AT THE MIDDLETON (MADISON) MOREY FIELD AIRPORT, ON THE NORTHEAST SIDE
 OM1285'OF RUNWAY 31 AND ABOUT 99.06 M (325.00 FT) SOUTHEAST OF THE END OF
 OM1285'RUNWAY 31.  OWNERSHIP--MIDDLETON AIRPORT COMMISSION, P.O. BOX 8,
 OM1285'MIDDLETON, WI 54288, PHONE 608-836-1711, AIRPORT MANAGER IS FIELD
 OM1285'MOREY, PHONE 608-836-1711 OR 608-831-8096.
 OM1285'TO REACH THE AIRPORT FROM THE JUNCTION OF U.S. HIGHWAY 12, COUNTY ROAD
 OM1285'M AND AIRPORT ROAD, ON THE NORTH SIDE OF MIDDLETON, GO WEST ON
 OM1285'AIRPORT ROAD FOR 1.35 KM (0.84 MI) TO THE AIRPORT ENTRANCE ON THE
 OM1285'RIGHT, TURN RIGHT, NORTHERLY, INTO THE ENTRANCE AND CONTINUE TO THE
 OM1285'END OF RUNWAY 13, TURN LEFT, NORTHWEST, ALONG THE RUNWAY FOR 0.8 KM
 OM1285'(0.5 MI) TO THE STATION ON THE RIGHT.
 OM1285'THE STATION IS LOCATED 98.57 M (323.39 FT) SOUTHEAST OF THE NORTHWEST
 OM1285'END OF RUNWAY 31, 25.3 M (83.0 FT) NORTHEAST OF THE CENTER OF THE
 OM1285'RUNWAY, 4.3 M (14.1 FT) NORTH-NORTHEAST OF A RUNWAY LIGHT AND 1.2 M
 OM1285'(3.9 FT) SOUTH OF A FIBERGLASS WITNESS POST.
 OM1285
 OM1285                          STATION RECOVERY (1990)
 OM1285
 OM1285'RECOVERED 1990
 OM1285'RECOVERED IN GOOD CONDITION.
 OM1285
 OM1285                          STATION RECOVERY (2002)
 OM1285
 OM1285'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (DJH)
 OM1285'RECOVERED AS DESCRIBED.  ---NOTE---THE STATION IS NOW 1.0 M SOUTH, 1.0
 OM1285'M EAST, AND 1.0 M WEST OF THREE 4X4 ORANGE PLASTIC WITNESS POSTS.
 OM1285' 
 OM1285'
 OM1285
 OM1285                          STATION RECOVERY (2003)
 OM1285
 OM1285'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (GRS)
 OM1285'THE DESCRIPTION TO REACH THE STATION IS PRESENTLY CORRECT EXCEPT THE
 OM1285'RUNWAY IS HAS BEEN RENAMED TO RUNWAY 12-30.  RUNWAY 12-30 WILL BE
 OM1285'REMOVED DURING CONSTRUCTION OF A NEW RUNWAY IN THE SUMMER OF 2003.
 OM1285'HIGHWAY CONSTRUCTION SOUTH AND EAST OF THE AIRPORT DURING 2003 WILL
 OM1285'SOON MAKE THE TO REACH INCORRECT.  SOME AIRPORT BUILDINGS WILL BE
 OM1285'REMOVED DURING RECONSTRUCTION OF AIRPORT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0261 ***********************************************************************
 NH0261  DESIGNATION -  MORGAN
 NH0261  PID         -  NH0261
 NH0261  STATE/COUNTY-  WI/ROCK
 NH0261  USGS QUAD   -  SHOPIERE (1976)
 NH0261
 NH0261                         *CURRENT SURVEY CONTROL
 NH0261  ___________________________________________________________________
 NH0261* NAD 83(1991)-  42 30 54.82649(N)    088 59 06.22034(W)     ADJUSTED  
 NH0261* NAVD 88     -       245.968  (meters)     806.98   (feet)  ADJUSTED  
 NH0261  ___________________________________________________________________
 NH0261  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 NH0261  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 NH0261  DYNAMIC HT  -         245.893 (meters)     806.73  (feet)  COMP
 NH0261  MODELED GRAV-     980,309.1   (mgal)                       NAVD 88
 NH0261
 NH0261  HORZ ORDER  -  SECOND
 NH0261  VERT ORDER  -  FIRST     CLASS II
 NH0261
 NH0261.The horizontal coordinates were established by classical geodetic methods
 NH0261.and adjusted by the National Geodetic Survey in November 1991..
 NH0261
 NH0261.The orthometric height was determined by differential leveling
 NH0261.and adjusted by the National Geodetic Survey in June 1991..
 NH0261
 NH0261.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0261
 NH0261.The geoid height was determined by GEOID03.
 NH0261
 NH0261.The dynamic height is computed by dividing the NAVD 88
 NH0261.geopotential number by the normal gravity value computed on the
 NH0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0261.degrees latitude (g = 980.6199 gals.).
 NH0261
 NH0261.The modeled gravity was interpolated from observed gravity values.
 NH0261
 NH0261;                    North         East     Units Scale Factor Converg.
 NH0261;SPC WI S     -    57,746.045   683,408.921   MT  1.00005111   +0 41 50.5
 NH0261;SPC WI S     -   189,455.15  2,242,150.77   sFT  1.00005111   +0 41 50.5
 NH0261;SPC IL W     -   649,986.698   797,098.125   MT  1.00005713   +0 47 54.9
 NH0261;SPC IL W     - 2,132,498.03  2,615,146.10   sFT  1.00005713   +0 47 54.9
 NH0261;SPC IL E     -   649,537.848   246,442.852   MT  1.00001028   -0 26 25.6
 NH0261;SPC IL E     - 2,131,025.42    808,537.92   sFT  1.00001028   -0 26 25.6
 NH0261;UTM  16      - 4,708,893.526   336,931.901   MT  0.99992717   -1 20 30.4
 NH0261
 NH0261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0261!SPC WI S     -   0.99996670  x   1.00005111  =   1.00001781
 NH0261!SPC IL W     -   0.99996670  x   1.00005713  =   1.00002383
 NH0261!SPC IL E     -   0.99996670  x   1.00001028  =   0.99997698
 NH0261!UTM  16      -   0.99996670  x   0.99992717  =   0.99989388
 NH0261
 NH0261|---------------------------------------------------------------------|
 NH0261| PID    Reference Object                     Distance      Geod. Az  |
 NH0261|                                                           dddmmss.s |
 NH0261| CI9383 MORGAN RM                            24.380 METERS 18833     |
 NH0261| NH1351 LONG                                APPROX. 2.8 KM 2350023.7 |
 NH0261|---------------------------------------------------------------------|
 NH0261
 NH0261                          SUPERSEDED SURVEY CONTROL
 NH0261
 NH0261  NAD 83(1986)-  42 30 54.82489(N)    088 59 06.22472(W) AD(       ) 2
 NH0261  NAD 27      -  42 30 54.76900(N)    088 59 05.83100(W) AD(       ) 2
 NH0261  NGVD 29 (??/??/92)  246.025  (m)          807.17   (f) ADJ UNCH    1 2
 NH0261
 NH0261.Superseded values are not recommended for survey control.
 NH0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0261.See file dsdata.txt to determine how the superseded data were derived.
 NH0261
 NH0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3693208894(NAD 83)
 NH0261_MARKER: DB = BENCH MARK DISK
 NH0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0261_STAMPING: MORGAN 1920
 NH0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0261+STABILITY: SURFACE MOTION
 NH0261
 NH0261  HISTORY     - Date     Condition        Report By
 NH0261  HISTORY     - 1920     MONUMENTED       CGS
 NH0261  HISTORY     - 1930     GOOD             CGS
 NH0261  HISTORY     - 1958     GOOD             NGS
 NH0261  HISTORY     - 1958     MARK NOT FOUND   NGS
 NH0261  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NH0261
 NH0261                          STATION DESCRIPTION
 NH0261
 NH0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH0261'STATION IS LOCATED ABOUT 3 MILES E OF BELOIT, ON THE N SIDE
 NH0261'OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 NH0261'TRACK, 2 YARDS E OF THE WAGON-ROAD CROSSING LEADING S ACROSS
 NH0261'THE TRACK FROM MORGANS FARM, 1 MILE E OF THE BELOIT JUNCTION
 NH0261'SIGN, 1/2 MILE W OF MORGANS SPUR TRACK, AND 2.18 METERS
 NH0261'(7.15 FEET) N OF THE N AND NEAREST RAIL.  SURFACE, UNDERGROUND,
 NH0261'AND REFERENCE MARKS ARE BRONZE TABLETS SET IN CONCRETE AS
 NH0261'DESCRIBED.  REFERENCE MARK IS ON
 NH0261'THE OPPOSITE SIDE OF THE TRACK, NEAR THE FENCE LINE, 24.38
 NH0261'METERS (79.99 FEET) FROM THE STATION, S 8 DEG 33 MIN W.
 NH0261
 NH0261                          STATION RECOVERY (1930)
 NH0261
 NH0261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 NH0261'MARK WAS FOUND AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 NH0261'ADEQUATE.
 NH0261'
 NH0261'THIS IS A TRAVERSE STATION.
 NH0261
 NH0261                          STATION RECOVERY (1958)
 NH0261
 NH0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 NH0261'3 MI E FROM BELOIT.
 NH0261'ABOUT 3 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NH0261'PACIFIC RAILROAD FROM THE STATION AT BELOIT, ROCK COUNTY, ABOUT
 NH0261'1 MILE EAST OF THE BELOIT JUNCTION SIGN, ABOUT 1/2 MILE WEST
 NH0261'OF THE MORGAN SPUR TRACK, 2 YARDS EAST OF THE CROSSING OF A ROAD
 NH0261'LEADING TO THE MORGAN FARM, AND 7.2 FEET NORTH OF THE NORTH
 NH0261'RAIL.  A STANDARD TRIANGULATION-STATION DISK, STAMPED MORGAN
 NH0261'1920 AND SET IN THE TOP OF A CONCRETE POST.
 NH0261
 NH0261                          STATION RECOVERY (1958)
 NH0261
 NH0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 NH0261'MARK NOT FOUND.
 NH0261
 NH0261                          STATION RECOVERY (2001)
 NH0261
 NH0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0261'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0489 ***********************************************************************
 PN0489  DESIGNATION -  MORNING
 PN0489  PID         -  PN0489
 PN0489  STATE/COUNTY-  WI/WOOD
 PN0489  USGS QUAD   -  WISCONSIN RAPIDS NORTH (1984)
 PN0489
 PN0489                         *CURRENT SURVEY CONTROL
 PN0489  ___________________________________________________________________
 PN0489* NAD 83(1991)-  44 24 08.19158(N)    089 49 54.91201(W)     ADJUSTED  
 PN0489* NAVD 88     -       308.798  (meters)    1013.11   (feet)  ADJUSTED  
 PN0489  ___________________________________________________________________
 PN0489  LAPLACE CORR-          -5.85  (seconds)                    DEFLEC99
 PN0489  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 PN0489  DYNAMIC HT  -         308.743 (meters)    1012.93  (feet)  COMP
 PN0489  MODELED GRAV-     980,432.4   (mgal)                       NAVD 88
 PN0489
 PN0489  HORZ ORDER  -  FIRST
 PN0489  VERT ORDER  -  FIRST     CLASS II
 PN0489
 PN0489.The horizontal coordinates were established by classical geodetic methods
 PN0489.and adjusted by the National Geodetic Survey in November 1991..
 PN0489
 PN0489.The orthometric height was determined by differential leveling
 PN0489.and adjusted by the National Geodetic Survey in June 1991..
 PN0489
 PN0489.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0489
 PN0489.The geoid height was determined by GEOID03.
 PN0489
 PN0489.The dynamic height is computed by dividing the NAVD 88
 PN0489.geopotential number by the normal gravity value computed on the
 PN0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0489.degrees latitude (g = 980.6199 gals.).
 PN0489
 PN0489.The modeled gravity was interpolated from observed gravity values.
 PN0489
 PN0489;                    North         East     Units Scale Factor Converg.
 PN0489;SPC WI C     -    63,233.600   613,389.289   MT  0.99997470   +0 07 06.9
 PN0489;SPC WI C     -   207,458.90  2,012,428.03   sFT  0.99997470   +0 07 06.9
 PN0489;UTM  16      - 4,920,455.293   274,490.964   MT  1.00022545   -1 58 56.3
 PN0489
 PN0489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0489!SPC WI C     -   0.99995711  x   0.99997470  =   0.99993181
 PN0489!UTM  16      -   0.99995711  x   1.00022545  =   1.00018255
 PN0489
 PN0489|---------------------------------------------------------------------|
 PN0489| PID    Reference Object                     Distance      Geod. Az  |
 PN0489|                                                           dddmmss.s |
 PN0489| PN0491 CONNET RESET                        336.603 METERS 08706     |
 PN0489| PN0488 NIGHT                               275.139 METERS 32956     |
 PN0489|---------------------------------------------------------------------|
 PN0489
 PN0489                          SUPERSEDED SURVEY CONTROL
 PN0489
 PN0489  NAD 83(1986)-  44 24 08.18943(N)    089 49 54.91940(W) AD(       ) 1
 PN0489  NAD 27      -  44 24 08.31893(N)    089 49 54.48432(W) AD(       ) 1
 PN0489  NGVD 29 (??/??/92)  308.818  (m)         1013.18   (f) ADJ UNCH    1 2
 PN0489
 PN0489.Superseded values are not recommended for survey control.
 PN0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0489.See file dsdata.txt to determine how the superseded data were derived.
 PN0489
 PN0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7449120455(NAD 83)
 PN0489_MARKER: DB = BENCH MARK DISK
 PN0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0489_STAMPING: 1013.180 MORNING 1926
 PN0489_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0489+STABILITY: SURFACE MOTION
 PN0489
 PN0489  HISTORY     - Date     Condition        Report By
 PN0489  HISTORY     - 1926     MONUMENTED       CGS
 PN0489  HISTORY     - 1926     GOOD             CGS
 PN0489  HISTORY     - 1930     GOOD             CGS
 PN0489  HISTORY     - 1945     GOOD             LOCENG
 PN0489  HISTORY     - 1972     GOOD             WIDT
 PN0489  HISTORY     - 1980     GOOD             NGS
 PN0489  HISTORY     - 1980     GOOD             NGS
 PN0489
 PN0489                          STATION DESCRIPTION
 PN0489
 PN0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PN0489'STATION IS LOCATED AT WISCONSIN RAPIDS, NEAR THE CROSSING
 PN0489'OF THE GREEN BAY AND WESTERN RAILROAD AND THE SOO LINE, ABOUT
 PN0489'14 FEET E OF THE E RAIL OF THE SOO LINE, AND ABOUT 30 FEET
 PN0489'N OF THE N RAIL OF THE GREEN BAY AND WESTERN RAILROAD.
 PN0489'
 PN0489'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 PN0489'IN CONCRETE.
 PN0489
 PN0489                          STATION RECOVERY (1926)
 PN0489
 PN0489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926
 PN0489'AT WISCONSIN RAPIDS.
 PN0489'AT WISCONSIN RAPIDS, WOOD COUNTY, AT THE CROSSING OF THE MINNEAPOLIS,
 PN0489'ST. PAUL AND SAULT STE. MARIE RAILWAY AND THE GREEN BAY AND
 PN0489'WESTERN RAILROAD, 30 FEET NORTH OF THE NORTH RAIL OF THE G.B. AND
 PN0489'W.RR., AND 14 FEET EAST OF THE EAST RAIL OF THE M.ST.P. AND S.S.M.RY.
 PN0489'A STANDARD TRAVERSE-STATION DISK, STAMPED 1013.180 MORNING 1926
 PN0489'AND SET IN THE TOP OF A CONCRETE POST.
 PN0489
 PN0489                          STATION RECOVERY (1930)
 PN0489
 PN0489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PN0489'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 PN0489'ADEQUATE.
 PN0489
 PN0489                          STATION RECOVERY (1945)
 PN0489
 PN0489'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1945
 PN0489'RECOVERED IN GOOD CONDITION.
 PN0489
 PN0489                          STATION RECOVERY (1972)
 PN0489
 PN0489'RECOVERY NOTE BY WI DEPT OF TRANSP 1972 (MF)
 PN0489'MORNING-GOOD
 PN0489'
 PN0489'SUGGESTED DESCRIPTION CHANGE--(DISTANCE CORRECTION) 27 FEET
 PN0489'EAST OF THE EAST RAIL OF THE SOO LINE AND 40 FEET NORTH OF
 PN0489'THE NORTH RAIL OF GREEN BAY AND WESTERN RAILROAD.
 PN0489'
 PN0489'(ADDITION)--STATION IS ABOUT 240 FT SOUTH OF HOOKER ST.,
 PN0489'MEASURING ALONG SOO LINE RAILROAD TRACKS.
 PN0489'
 PN0489'WITNESS POST WITH SURVEY MARKER SIGN ATTACHED, SET 2.5 FT
 PN0489'EAST OF STATION.
 PN0489
 PN0489                          STATION RECOVERY (1980)
 PN0489
 PN0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (EDW)
 PN0489'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  THIS
 PN0489'STATION WAS USED FOR CHECK ANGLE PURPOSES AND A TRAVERSE
 PN0489'CONNECTION WAS MADE TO TRIANGULATION STATION CONNET 1926
 PN0489'USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.  A NEW AND
 PN0489'COMPLETE DESCRIPTION FOLLOWS.
 PN0489'
 PN0489'THE STATION IS LOCATED AT THE NORTH EDGE OF WISCONSIN
 PN0489'RAPIDS AND NEAR THE CROSSING OF THE GREEN BAY AND WESTERN
 PN0489'RAILROAD AND THE SOO LINE RAILROAD TRACKS.
 PN0489'OWNERSHIP--RAILROAD RIGHT-OF-WAY.
 PN0489'
 PN0489'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 PN0489'13, 73 AND 34, ON THE WEST SIDE OF WISCONSIN RAPIDS, GO
 PN0489'NORTH ON STATE HIGHWAY 34 (NORTH FOURTH AVENUE) FOR
 PN0489'0.5 MILE TO A RAILROAD CROSSING, JUST SOUTH OF THE
 PN0489'CONSOLIDATED PAPER MILL.  FROM THIS POINT, THE STATION IS
 PN0489'REACHED BY WALKING WEST ALONG THE RAILROAD TRACK FOR
 PN0489'APPROXIMATELY 390 METERS TO A CROSSING AND THE STATION
 PN0489'ON THE RIGHT AS DESCRIBED.
 PN0489'
 PN0489'THE STATION IS A STANDARD USC AND GS TRAVERSE DISK
 PN0489'STAMPED---MORNING 1926 1973---,
 PN0489'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 PN0489'FLUSH WITH GROUND.  IT IS LOCATED
 PN0489'73.15 METERS (240.0 FT) SOUTH FROM THE CENTER OF A PAVED STREET,
 PN0489'12.19 METERS (40.0 FT) NORTH FROM THE NORTH RAIL OF A RAILROAD
 PN0489'TRACK,
 PN0489'8.22 METERS (27.0 FT) EAST FROM THE EAST RAIL OF A RAILROAD TRACK
 PN0489'AND
 PN0489'0.76 METERS (2.5 FT) EAST FROM A METAL WITNESS POST.
 PN0489'THE UNDERGROUND MARK IS THERE ACCORDING TO THE 1926 DATA
 PN0489'BY G.L.B.
 PN0489'
 PN0489'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE NO REFERENCE
 PN0489'MARKS ARE ESTABLISHED FOR THIS STATION.
 PN0489'
 PN0489'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 PN0489
 PN0489                          STATION RECOVERY (1980)
 PN0489
 PN0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (EEE)
 PN0489'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 PN0489'
 PN0489'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT WISCONSIN
 PN0489'RAPIDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0797 ***********************************************************************
 PN0797  DESIGNATION -  MORNING 1926 1973
 PN0797  PID         -  PN0797
 PN0797  STATE/COUNTY-  WI/WOOD
 PN0797  USGS QUAD   -  WISCONSIN RAPIDS NORTH (1984)
 PN0797
 PN0797                         *CURRENT SURVEY CONTROL
 PN0797  ___________________________________________________________________
 PN0797* NAD 83(1986)-  44 24 08.     (N)    089 49 54.     (W)     SCALED    
 PN0797* NAVD 88     -       308.826  (meters)    1013.21   (feet)  ADJUSTED  
 PN0797  ___________________________________________________________________
 PN0797  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 PN0797  DYNAMIC HT  -         308.771 (meters)    1013.03  (feet)  COMP
 PN0797  MODELED GRAV-     980,432.4   (mgal)                       NAVD 88
 PN0797
 PN0797  VERT ORDER  -  FIRST     CLASS II
 PN0797
 PN0797.The horizontal coordinates were scaled from a topographic map and have
 PN0797.an estimated accuracy of +/- 6 seconds.
 PN0797
 PN0797.The orthometric height was determined by differential leveling
 PN0797.and adjusted by the National Geodetic Survey in June 1991..
 PN0797
 PN0797.The geoid height was determined by GEOID03.
 PN0797
 PN0797.The dynamic height is computed by dividing the NAVD 88
 PN0797.geopotential number by the normal gravity value computed on the
 PN0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0797.degrees latitude (g = 980.6199 gals.).
 PN0797
 PN0797.The modeled gravity was interpolated from observed gravity values.
 PN0797
 PN0797;                    North         East    Units  Estimated Accuracy
 PN0797;SPC WI C     -    63,230.      613,410.      MT  (+/- 180 meters Scaled)
 PN0797
 PN0797                          SUPERSEDED SURVEY CONTROL
 PN0797
 PN0797.No superseded survey control is available for this station.
 PN0797
 PN0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ745204(NAD 83)
 PN0797_MARKER: DE = TRAVERSE STATION DISK
 PN0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0797_SP_SET: CONCRETE POST
 PN0797_STAMPING: MORNING 1926 1973
 PN0797_MARK LOGO: NGS   
 PN0797_PROJECTION: FLUSH
 PN0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0797+STABILITY: SURFACE MOTION
 PN0797
 PN0797  HISTORY     - Date     Condition        Report By
 PN0797  HISTORY     - 1973     MONUMENTED       NGS
 PN0797  HISTORY     - 1985     GOOD             NGS
 PN0797
 PN0797                          STATION DESCRIPTION
 PN0797
 PN0797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0797'IN WISCONSIN RAPIDS.
 PN0797'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN WISCONSIN
 PN0797'RAPIDS, AT THE INTERSECTION OF THE SOO LINE AND GREEN BAY AND WESTERN
 PN0797'RAILROADS, 73.2 M (240.2 FT) SOUTH OF THE CENTER OF DURABEAUTY LANE,
 PN0797'12.2 M (40.0 FT) NORTH OF THE NEAR RAIL OF THE GREEN BAY AND WESTERN
 PN0797'RAILROAD, AND 8.2 M (26.9 FT) EAST OF THE NEAR RAIL OF THE SOO LINES
 PN0797'RAILROAD.
 PN0797'THE MARK IS 0.2 METERS  E FROM  A WITNESS POST
 PN0797'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1015 ***********************************************************************
 PN1015  DESIGNATION -  MORRIS
 PN1015  PID         -  PN1015
 PN1015  STATE/COUNTY-  WI/SHAWANO
 PN1015  USGS QUAD   -  SHEPLEY (1982)
 PN1015
 PN1015                         *CURRENT SURVEY CONTROL
 PN1015  ___________________________________________________________________
 PN1015* NAD 83(1991)-  44 49 13.72642(N)    089 04 14.89762(W)     ADJUSTED  
 PN1015* NAVD 88     -       390.     (meters)    1280.     (feet)  SCALED    
 PN1015  ___________________________________________________________________
 PN1015  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 PN1015  GEOID HEIGHT-         -35.86  (meters)                     GEOID03
 PN1015
 PN1015  HORZ ORDER  -  FIRST
 PN1015
 PN1015.The horizontal coordinates were established by classical geodetic methods
 PN1015.and adjusted by the National Geodetic Survey in November 1991..
 PN1015
 PN1015.The orthometric height was scaled from a topographic map.
 PN1015
 PN1015.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1015
 PN1015.The geoid height was determined by GEOID03.
 PN1015
 PN1015;                    North         East     Units Scale Factor Converg.
 PN1015;SPC WI C     -   110,110.622   673,486.586   MT  0.99994118   +0 39 20.2
 PN1015;SPC WI C     -   361,254.60  2,209,597.24   sFT  0.99994118   +0 39 20.2
 PN1015;UTM  16      - 4,965,094.222   336,279.769   MT  0.99992961   -1 27 36.0
 PN1015
 PN1015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1015!SPC WI C     -   0.99994448  x   0.99994118  =   0.99988566
 PN1015!UTM  16      -   0.99994448  x   0.99992961  =   0.99987410
 PN1015
 PN1015|---------------------------------------------------------------------|
 PN1015| PID    Reference Object                     Distance      Geod. Az  |
 PN1015|                                                           dddmmss.s |
 PN1015| CJ5770 MORRIS RM 1                          26.544 METERS 10439     |
 PN1015| CJ5769 MORRIS AZ MK                                       1085834.8 |
 PN1015| PN1014 MORRIS 1954 RM 2                     16.674 METERS 28357     |
 PN1015| PN1032 SUWYN                               APPROX.25.8 KM 3024719.4 |
 PN1015| PN1016 BIRNAMWOOD MUNICIPAL TANK           APPROX.16.7 KM 3175456.1 |
 PN1015|---------------------------------------------------------------------|
 PN1015
 PN1015                          SUPERSEDED SURVEY CONTROL
 PN1015
 PN1015  NAD 83(1986)-  44 49 13.72600(N)    089 04 14.90325(W) AD(       ) 1
 PN1015  NAD 27      -  44 49 13.81800(N)    089 04 14.51100(W) AD(       ) 1
 PN1015
 PN1015.Superseded values are not recommended for survey control.
 PN1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1015.See file dsdata.txt to determine how the superseded data were derived.
 PN1015
 PN1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ3628065094(NAD 83)
 PN1015_MARKER: DS = TRIANGULATION STATION DISK
 PN1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1015
 PN1015  HISTORY     - Date     Condition        Report By
 PN1015  HISTORY     - 1954     MONUMENTED       CGS
 PN1015  HISTORY     - 20030510 POOR             GEOCAC
 PN1015
 PN1015                          STATION DESCRIPTION
 PN1015
 PN1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 PN1015'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF TIGERTON, 5 MILES
 PN1015'EAST OF WITTENBURG AND ON THE SAME HILL AS A FOREST SERVICE
 PN1015'LOOKOUT TOWER.  IT IS 44 FEET EAST OF THE SOUTHEAST LEG OF THE
 PN1015'LOOKOUT TOWER AND 5 FEET SOUTHEAST OF A WHITE WITNESS POST.
 PN1015'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED MORRIS 1954.
 PN1015'
 PN1015'REFERENCE MARK NO. 1 IS 16 FEET NORTH OF THE CENTER OF A FOREST
 PN1015'SERVICE ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 PN1015'MORRIS NO 1 1954.
 PN1015'
 PN1015'REFERENCE MARK NO. 2 IS SET IN THE CENTER OF THE BASE AND DIRECTLY
 PN1015'BENEATH THE LOOKOUT TOWER.  THE MARK PROJECTS 6 INCHES AND
 PN1015'THE DISK IS STAMPED MORRIS NO 2 1954.
 PN1015'
 PN1015'THE AZIMUTH MARK IS 18 FEET EAST OF THE CENTER OF A TRACK ROAD,
 PN1015'11 FEET SOUTH OF THE CENTER OF THE FOREST SERVICE ROAD AND 2.5
 PN1015'FEET WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES
 PN1015'AND THE DISK IS STAMPED MORRIS 1954.
 PN1015'
 PN1015'TO REACH THE STATION FROM WITTENBERG FROM U.S. HIGHWAY 45 AND
 PN1015'STATE HIGHWAY 29, GO EAST ON BOTH HIGHWAYS FOR 2.3 MILES TO
 PN1015'JUNCTION, CONTINUE EAST ON STATE HIGHWAY 29 FOR 3.0 MILES TO
 PN1015'A DIRT SIDE ROAD RIGHT, TURN RIGHT AND GO 0.15 MILE TO A FOREST
 PN1015'SERVICE ROAD RIGHT, TURN RIGHT AND GO 0.35 MILE TO THE AZIMUTH
 PN1015'MARK ON THE LEFT, CONTINUE FOR 0.15 MILE TO THE STATION AS
 PN1015'DESCRIBED.
 PN1015'
 PN1015'A TRAVERSE CONNECTION WAS MADE FROM THE STATION TO REFERENCE
 PN1015'MARK NO. 2 AND THE DISTANCE AND DIRECTION ARE SHOWN ABOVE.
 PN1015'
 PN1015'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 PN1015
 PN1015                          STATION RECOVERY (2003)
 PN1015
 PN1015'RECOVERY NOTE BY GEOCACHING 2003 (RFC)
 PN1015'STATION FOUND LEANING TO ONE SIDE. RM 1 FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1014 ***********************************************************************
 PN1014  DESIGNATION -  MORRIS 1954 RM 2
 PN1014  PID         -  PN1014
 PN1014  STATE/COUNTY-  WI/SHAWANO
 PN1014  USGS QUAD   -  SHEPLEY (1982)
 PN1014
 PN1014                         *CURRENT SURVEY CONTROL
 PN1014  ___________________________________________________________________
 PN1014* NAD 83(1991)-  44 49 13.85666(N)    089 04 15.63417(W)     ADJUSTED  
 PN1014* NAVD 88     -       390.     (meters)    1280.     (feet)  SCALED    
 PN1014  ___________________________________________________________________
 PN1014  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 PN1014  GEOID HEIGHT-         -35.86  (meters)                     GEOID03
 PN1014
 PN1014  HORZ ORDER  -  SECOND
 PN1014
 PN1014.The horizontal coordinates were established by classical geodetic methods
 PN1014.and adjusted by the National Geodetic Survey in November 1991..
 PN1014
 PN1014.The orthometric height was scaled from a topographic map.
 PN1014
 PN1014.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1014
 PN1014.The geoid height was determined by GEOID03.
 PN1014
 PN1014;                    North         East     Units Scale Factor Converg.
 PN1014;SPC WI C     -   110,114.457   673,470.360   MT  0.99994117   +0 39 19.7
 PN1014;SPC WI C     -   361,267.18  2,209,544.01   sFT  0.99994117   +0 39 19.7
 PN1014;UTM  16      - 4,965,098.653   336,263.696   MT  0.99992968   -1 27 36.6
 PN1014
 PN1014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1014!SPC WI C     -   0.99994448  x   0.99994117  =   0.99988565
 PN1014!UTM  16      -   0.99994448  x   0.99992968  =   0.99987417
 PN1014
 PN1014                          SUPERSEDED SURVEY CONTROL
 PN1014
 PN1014  NAD 83(1986)-  44 49 13.85623(N)    089 04 15.63980(W) AD(       ) 2
 PN1014  NAD 27      -  44 49 13.94800(N)    089 04 15.24800(W) AD(       ) 2
 PN1014
 PN1014.Superseded values are not recommended for survey control.
 PN1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1014.See file dsdata.txt to determine how the superseded data were derived.
 PN1014
 PN1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ3626465099(NAD 83)
 PN1014_MARKER: DS = TRIANGULATION STATION DISK
 PN1014_SETTING: 0 = UNSPECIFIED SETTING
 PN1014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PN1014_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN1014+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2003
 PN1014
 PN1014  HISTORY     - Date     Condition        Report By
 PN1014  HISTORY     - 1954     MONUMENTED       CGS
 PN1014  HISTORY     - 20030510 GOOD             GEOCAC
 PN1014
 PN1014                          STATION DESCRIPTION
 PN1014
 PN1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 PN1014'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF TIGERTON AND 5
 PN1014'MILES EAST OF WITTENBERG ON THE SAME HILL AS TRIANGULATION
 PN1014'STATION MORRIS.  IT IS A 4 LEGGED STEEL STRUCTURE, ABOUT 100
 PN1014'FEET HIGH AND HAS A LOOKOUT CAGE ON TOP.  THE POINT TRAVERSED
 PN1014'TO WAS MORRIS R.M. 2 WHICH IS SET BENEATH AND IN THE CENTER OF
 PN1014'THE BASE OF THE LOOKOUT TOWER.  THE DISTANCE IS 16.673 METERS
 PN1014'(54.70 FEET) WEST.
 PN1014'
 PN1014'REFERENCE MARK NO. 2 IS SET IN THE CENTER OF THE BASE AND DIRECTLY
 PN1014'BENEATH THE LOOKOUT TOWER.  THE MARK PROJECTS 6 INCHES AND
 PN1014'THE DISK IS STAMPED MORRIS NO 2 1954.
 PN1014'
 PN1014'TO REACH THE STATION FROM WITTENBERG, AT U.S. HIGHWAY 45 AND
 PN1014'STATE HIGHWAY 29 GO EAST ON BOTH HIGHWAYS FOR 2.3 MILES TO WHERE
 PN1014'U.S. HIGHWAY 45 TURNS SOUTH, CONTINUE EAST ON STATE HIGHWAY 29
 PN1014'FOR 3.0 MILES TO A DIRT SIDE ROAD RIGHT, TURN RIGHT AND GO
 PN1014'SOUTH FOR 0.15 MILE TO A FOREST SERVICE ROAD RIGHT, TURN
 PN1014'RIGHT AND GO WESTERLY FOR 0.5 MILE TO THE STATION.
 PN1014
 PN1014                          STATION RECOVERY (2003)
 PN1014
 PN1014'RECOVERY NOTE BY GEOCACHING 2003 (RFC)
 PN1014'CONCRETE FOUNDATIONS ARE ALL THAT REMAIN OF LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1115 ***********************************************************************
 OM1115  DESIGNATION -  MORRISON
 OM1115  PID         -  OM1115
 OM1115  STATE/COUNTY-  WI/COLUMBIA
 OM1115  USGS QUAD   -  ARLINGTON (1984)
 OM1115
 OM1115                         *CURRENT SURVEY CONTROL
 OM1115  ___________________________________________________________________
 OM1115* NAD 83(1991)-  43 19 44.08438(N)    089 26 33.15509(W)     ADJUSTED  
 OM1115* NAVD 88     -       335.     (meters)    1099.     (feet)  SCALED    
 OM1115  ___________________________________________________________________
 OM1115  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 OM1115  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 OM1115
 OM1115  HORZ ORDER  -  THIRD
 OM1115
 OM1115.The horizontal coordinates were established by classical geodetic methods
 OM1115.and adjusted by the National Geodetic Survey in November 1991..
 OM1115
 OM1115.The orthometric height was scaled from a topographic map.
 OM1115
 OM1115.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1115
 OM1115.The geoid height was determined by GEOID03.
 OM1115
 OM1115;                    North         East     Units Scale Factor Converg.
 OM1115;SPC WI S     -   147,780.357   645,209.015   MT  0.99993334   +0 22 58.9
 OM1115;SPC WI S     -   484,842.72  2,116,823.24   sFT  0.99993334   +0 22 58.9
 OM1115;UTM  16      - 4,800,238.279   301,973.968   MT  1.00008240   -1 40 35.7
 OM1115
 OM1115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1115!SPC WI S     -   0.99995294  x   0.99993334  =   0.99988629
 OM1115!UTM  16      -   0.99995294  x   1.00008240  =   1.00003534
 OM1115
 OM1115:                Primary Azimuth Mark                     Grid Az
 OM1115:SPC WI S     -  MORRISON AZ MK                           183 35 54.2
 OM1115:UTM  16      -  MORRISON AZ MK                           185 39 28.8
 OM1115
 OM1115|---------------------------------------------------------------------|
 OM1115| PID    Reference Object                     Distance      Geod. Az  |
 OM1115|                                                           dddmmss.s |
 OM1115| CI9387 MORRISON AZ MK                                     1835853.1 |
 OM1115| CI9389 MORRISON RM 2                        22.968 METERS 25546     |
 OM1115| OM1134 ATT MICRO TWR 4 MI N MERRIMAC       APPROX.20.1 KM 3041128.0 |
 OM1115| CI9388 MORRISON RM 1                        13.643 METERS 35726     |
 OM1115|---------------------------------------------------------------------|
 OM1115
 OM1115                          SUPERSEDED SURVEY CONTROL
 OM1115
 OM1115  NAD 83(1986)-  43 19 44.07684(N)    089 26 33.16095(W) AD(       ) 3
 OM1115  NAD 27      -  43 19 44.12210(N)    089 26 32.73420(W) AD(       ) 3
 OM1115
 OM1115.Superseded values are not recommended for survey control.
 OM1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1115.See file dsdata.txt to determine how the superseded data were derived.
 OM1115
 OM1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP0197400238(NAD 83)
 OM1115_MARKER: DS = TRIANGULATION STATION DISK
 OM1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1115
 OM1115  HISTORY     - Date     Condition        Report By
 OM1115  HISTORY     - 1958     MONUMENTED       CGS
 OM1115
 OM1115                          STATION DESCRIPTION
 OM1115
 OM1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1115'THE STATION IS ABOUT 4 MILES EAST OF LODI AND ABOUT 5 MILES
 OM1115'SOUTH SOUTHWEST OF POYNETTE.  IT IS IN THE NORTHWEST 1/4
 OM1115'SEC. 28, T 10 N, R 9 E, IN A CULTIVATED FIELD.  THE PROPERTY
 OM1115'OWNER IS MR. MARTIN BYSTOL.  IT IS 4 FEET EAST OF A WHITE
 OM1115'WITNESS POST, 13 FEET NORTHEAST OF A POWER LINE POLE, 38
 OM1115'FEET EAST OF THE CENTERLINE OF A PAVED ROAD AND 3 FEET EAST
 OM1115'OF A FENCE.  THE MONUMENT IS 18 INCHES BELOW THE SURFACE
 OM1115'OF THE GROUND AND THE DISK IS STAMPED MORRISON 1958.
 OM1115'
 OM1115'TO REACH THE STATION FROM THE TOWN OF LODI, AT THE INTERSECTION
 OM1115'OF STATE HIGHWAY 113 AND STATE HIGHWAY 60 (MAIN ST. AND
 OM1115'PORTAGE ST.).  GO SOUTH ON STATE HIGHWAY 113 (MAIN ST.) FOR
 OM1115'0.1 MILE TO JUNCTION WITH COUNTY ROAD K (COLUMBUS ST.), AND
 OM1115'WHERE STATE HIGHWAY 113 TURNS RIGHT.  TURN LEFT ON COUNTY
 OM1115'ROAD K AND GO EAST AND SOUTHEAST ON COUNTY ROAD K FOR 5.0
 OM1115'MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH AND
 OM1115'NORTHEAST ON A PAVED ROAD FOR 0.95 MILE TO THE STATION ON THE
 OM1115'RIGHT AS DESCRIBED.
 OM1115'
 OM1115'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON A
 OM1115'PAVED ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 OM1115'DESCRIBED.
 OM1115'
 OM1115'REFERENCE MARK 1 IS 1 FOOT EAST OF A FENCE, 37 FEET EAST OF
 OM1115'THE CENTERLINE OF A PAVED ROAD, 48 FEET NORTH OF A WHITE
 OM1115'WITNESS POST AND 58 FEET NORTH OF A POWER LINE POLE.  THE
 OM1115'MONUMENT IS FLUSH AND THE DISK IS STAMPED MORRISON NO 1 1958.
 OM1115'
 OM1115'REFERENCE MARK 2 IS 1 FOOT EAST OF A FENCE, 36 FEET WEST OF THE
 OM1115'CENTERLINE OF A PAVED ROAD AND 75 FEET NORTH OF A TELEPHONE
 OM1115'POLE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED MORRISON
 OM1115'NO 2 1958.
 OM1115'
 OM1115'THE AZIMUTH MARK IS 1 FOOT NORTHWEST OF A TELEPHONE POLE, 1
 OM1115'FOOT NORTHWEST OF A WHITE WITNESS POST, 1 FOOT EAST OF A FENCE
 OM1115'AND 34 FEET WEST OF THE CENTERLINE OF A PAVED ROAD.  THE MONUMENT
 OM1115'PROJECTS 2 INCHES AND THE DISK IS STAMPED MORRISON 1958.
 OM1115'
 OM1115'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0903 ***********************************************************************
 PN0903  DESIGNATION -  MORRISON
 PN0903  PID         -  PN0903
 PN0903  STATE/COUNTY-  WI/BROWN
 PN0903  USGS QUAD   -  GREENLEAF (1992)
 PN0903
 PN0903                         *CURRENT SURVEY CONTROL
 PN0903  ___________________________________________________________________
 PN0903* NAD 83(1991)-  44 16 55.10976(N)    088 01 31.05197(W)     ADJUSTED  
 PN0903* NAVD 88     -       310.     (meters)    1017.     (feet)  SCALED    
 PN0903  ___________________________________________________________________
 PN0903  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 PN0903  GEOID HEIGHT-         -36.07  (meters)                     GEOID03
 PN0903
 PN0903  HORZ ORDER  -  SECOND
 PN0903
 PN0903.The horizontal coordinates were established by classical geodetic methods
 PN0903.and adjusted by the National Geodetic Survey in November 1991..
 PN0903
 PN0903.The orthometric height was scaled from a topographic map.
 PN0903
 PN0903.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0903
 PN0903.The geoid height was determined by GEOID03.
 PN0903
 PN0903;                    North         East     Units Scale Factor Converg.
 PN0903;SPC WI C     -    51,768.817   757,615.295   MT  0.99999411   +1 23 35.9
 PN0903;SPC WI C     -   169,844.86  2,485,609.51   sFT  0.99999411   +1 23 35.9
 PN0903;SPC WI S     -   255,385.716   757,625.043   MT  1.00005086   +1 21 24.6
 PN0903;SPC WI S     -   837,877.97  2,485,641.50   sFT  1.00005086   +1 21 24.6
 PN0903;UTM  16      - 4,903,703.054   418,188.301   MT  0.99968231   -0 42 57.2
 PN0903
 PN0903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0903!SPC WI C     -   0.99995705  x   0.99999411  =   0.99995116
 PN0903!SPC WI S     -   0.99995705  x   1.00005086  =   1.00000790
 PN0903!UTM  16      -   0.99995705  x   0.99968231  =   0.99963937
 PN0903
 PN0903:                Primary Azimuth Mark                     Grid Az
 PN0903:SPC WI C     -  GREEN BAY TV STA WBAY MAST               006 13 28.6
 PN0903:SPC WI S     -  GREEN BAY TV STA WBAY MAST               006 15 39.9
 PN0903:UTM  16      -  GREEN BAY TV STA WBAY MAST               008 20 01.7
 PN0903
 PN0903|---------------------------------------------------------------------|
 PN0903| PID    Reference Object                     Distance      Geod. Az  |
 PN0903|                                                           dddmmss.s |
 PN0903| PN0897 GREEN BAY TV STA WBAY MAST          APPROX.14.3 KM 0073704.5 |
 PN0903| PM0504 GREEN BAY RADIO WJPG FM MAST        APPROX.15.3 KM 0114501.1 |
 PN0903| CJ5771 MORRISON AZ MK                                     0584527.8 |
 PN0903| PM0490 REEDSVILLE MUNICIPAL TANK           APPROX.15.2 KM 1592206.4 |
 PN0903| CJ5772 MORRISON RM 1                        25.584 METERS 18439     |
 PN0903| PN0908 BRILLION MUNICIPAL TANK             APPROX.12.1 KM 1942419.1 |
 PN0903| CJ5773 MORRISON RM 2                        29.471 METERS 26602     |
 PN0903|---------------------------------------------------------------------|
 PN0903
 PN0903                          SUPERSEDED SURVEY CONTROL
 PN0903
 PN0903  NAD 83(1986)-  44 16 55.10162(N)    088 01 31.04288(W) AD(       ) 2
 PN0903  NAD 27      -  44 16 55.12900(N)    088 01 30.68800(W) AD(       ) 2
 PN0903
 PN0903.Superseded values are not recommended for survey control.
 PN0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0903.See file dsdata.txt to determine how the superseded data were derived.
 PN0903
 PN0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ1818803703(NAD 83)
 PN0903_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PN0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0903
 PN0903  HISTORY     - Date     Condition        Report By
 PN0903  HISTORY     - 1953     MONUMENTED       CGS
 PN0903  HISTORY     - 20040330 MARK NOT FOUND   USPSQD
 PN0903
 PN0903                          STATION DESCRIPTION
 PN0903
 PN0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PN0903'STATION IS LOCATED ON A PROMINENT WOODED HILL ON THE PROPERTY
 PN0903'OF FRED HUSSONG ABOUT 3 MILES SOUTHEAST OF GREENLEAF AND
 PN0903'ABOUT 2 MILES SOUTHWEST OF MORRISON.  IT IS 92 FEET EAST
 PN0903'OF A 30 INCH OAK TREE WHICH HAS A TRIANGLE BLAZE ON THE
 PN0903'NORTHEAST SIDE, 47 FEET NORTHWEST OF A 24 INCH BEECH TREE,
 PN0903'39 FEET SOUTH OF A 24 INCH MAPLE TREE AND 8 FEET SOUTH OF
 PN0903'A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND
 PN0903'THE DISK IS STAMPED MORRISON 1953.
 PN0903'
 PN0903'REFERENCE MARK NO. 1 IS 6 FEET NORTHEAST OF A 24 INCH MAPLE
 PN0903'TREE.  THE MARK IS FLUSH AND THE DISK IS STAMPED MORRISON
 PN0903'NO 1 1953.
 PN0903'
 PN0903'REFERENCE MARK NO. 2 IS 10 FEET NORTHEAST OF A 30 INCH OAK
 PN0903'TREE.  THE MARK IS FLUSH AND THE DISK IS STAMPED MORRISON
 PN0903'NO 2 1953.
 PN0903'
 PN0903'AZIMUTH MARK IS 47 FEET WEST OF A 15 INCH HICKORY TREE, 23
 PN0903'FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 2 FEET WEST OF A
 PN0903'WHITE WITNESS POST AND 1 FOOT SOUTH OF A FENCE.  THE MARK
 PN0903'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED MORRISON
 PN0903'1953.
 PN0903'
 PN0903'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 PN0903'57 AND 96 IN GREENLEAF, GO EAST ON HIGHWAY 96 FOR 3.2 MILES
 PN0903'TO A GRAVEL CROSSROAD.  TURN RIGHT AND GO SOUTH ON GRAVEL
 PN0903'ROAD FOR 2.0 MILES TO A GRAVEL CROSSROAD*.  CONTINUE SOUTH
 PN0903'ON GRAVEL ROAD FOR 0.1 MILE TO A GATE ON LEFT.  TURN LEFT
 PN0903'AND GO EAST THROUGH A FIELD AND UP HILL THROUGH A WOODS FOR
 PN0903'ABOUT 0.25 MILE TO THE STATION AS DESCRIBED.
 PN0903'
 PN0903'*TO REACH THE AZIMUTH MARK FROM THE GRAVEL CROSSROAD, GO
 PN0903'EAST ON GRAVEL ROAD FOR 0.45 MILE TO THE MARK ON THE LEFT
 PN0903'AS DESCRIBED.
 PN0903'
 PN0903'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS
 PN0903
 PN0903                          STATION RECOVERY (2004)
 PN0903
 PN0903'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0903'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF6067 ***********************************************************************
 DF6067  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6067  DESIGNATION -  MORRISON GPS
 DF6067  PID         -  DF6067
 DF6067  STATE/COUNTY-  WI/BROWN
 DF6067  USGS QUAD   -  MORRISON (1992)
 DF6067
 DF6067                         *CURRENT SURVEY CONTROL
 DF6067  ___________________________________________________________________
 DF6067* NAD 83(1997)-  44 16 52.96177(N)    087 58 20.13156(W)     ADJUSTED  
 DF6067* NAVD 88     -       270.98   (meters)     889.0    (feet)  GPS OBS   
 DF6067  ___________________________________________________________________
 DF6067  X           -     161,838.975 (meters)                     COMP
 DF6067  Y           -  -4,571,006.596 (meters)                     COMP
 DF6067  Z           -   4,430,692.642 (meters)                     COMP
 DF6067  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 DF6067  ELLIP HEIGHT-         234.96  (meters)          (06/11/03) GPS OBS
 DF6067  GEOID HEIGHT-         -36.03  (meters)                     GEOID03
 DF6067
 DF6067  HORZ ORDER  -  FIRST
 DF6067  ELLP ORDER  -  THIRD     CLASS I
 DF6067
 DF6067.The horizontal coordinates were established by GPS observations
 DF6067.and adjusted by the National Geodetic Survey in June 2003..
 DF6067
 DF6067.The orthometric height was determined by GPS observations and a
 DF6067.high-resolution geoid model using precise GPS observation and
 DF6067.processing techniques.
 DF6067
 DF6067.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6067
 DF6067.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6067
 DF6067.The ellipsoidal height was determined by GPS observations
 DF6067.and is referenced to NAD 83.
 DF6067
 DF6067.The geoid height was determined by GEOID03.
 DF6067
 DF6067;                    North         East     Units Scale Factor Converg.
 DF6067;SPC WI C     -    51,806.857   761,849.053   MT  0.99999422   +1 25 50.6
 DF6067;SPC WI C     -   169,969.66  2,499,499.77   sFT  0.99999422   +1 25 50.6
 DF6067;UTM  16      - 4,903,585.271   422,419.254   MT  0.99967402   -0 40 43.9
 DF6067
 DF6067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6067!SPC WI C     -   0.99996316  x   0.99999422  =   0.99995738
 DF6067!UTM  16      -   0.99996316  x   0.99967402  =   0.99963719
 DF6067
 DF6067                          SUPERSEDED SURVEY CONTROL
 DF6067
 DF6067.No superseded survey control is available for this station.
 DF6067
 DF6067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ2241903585(NAD 83)
 DF6067_MARKER: DD = SURVEY DISK
 DF6067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6067_STAMPING: MORRISON GPS 2001
 DF6067_MARK LOGO: WIDT  
 DF6067_PROJECTION: FLUSH
 DF6067_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6067+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 DF6067
 DF6067  HISTORY     - Date     Condition        Report By
 DF6067  HISTORY     - 2000     MONUMENTED       WIDT
 DF6067  HISTORY     - 20030625 GOOD             USPSQD
 DF6067  HISTORY     - 20040725 GOOD             USPSQD
 DF6067  HISTORY     - 20050725 GOOD             WIDT
 DF6067
 DF6067                          STATION DESCRIPTION
 DF6067
 DF6067'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DF6067'THE STATION IS LOCATED ABOUT 17 KM SOUTH OF GREEEN BAY AND 14 KM
 DF6067'SOUTHWEST OF
 DF6067'DENMARK.  OWNERSHIP--BROWN COUNTY.  TO REACH THE STATION FROM THE
 DF6067'JUNCTION OF STATE
 DF6067'HIGHWAY 32 AND STATE HIGHWAY 57 WITH STATE HIGHWAY 96 IN THE COMMUNITY
 DF6067'OF GREENLEAF,
 DF6067'GO EAST ON STATE HIGHWAY 96 FOR 6.9 KM TO COUNTY HIGHWAY W ON THE
 DF6067'RIGHT, TURN RIGHT
 DF6067'AND GO SOUTHEAST ON COUNTY HIGHWAY W FOR 4.2 KM TO COUNTY HIGHWAY Z ON
 DF6067'THE LEFT AND
 DF6067'PARK ROAD ON THE RIGHT, CONTINUE SOUTHEAST ON COUNTY HIGHWAY W AND
 DF6067'COUNTY HIGHWAY Z
 DF6067'FOR 0.6 KM TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 DF6067'WISCONSIN DEPARTMENT OF
 DF6067'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DF6067'A 41-CM DIAMETER
 DF6067'CONCRETE POST SET TO A DEPTH OF 2.3 M AND ABOUT LEVEL WITH THE HIGHWAY
 DF6067'PAVEMENT.  THE
 DF6067'STATION IS 14.1 M EAST-NORTHEAST OF THE CENTERLINE OF COUNTY HIGHWAY W
 DF6067'AND COUNTY
 DF6067'HIGHWAY Z, 0.3 KM NORTHEAST OF THE CENTERLINE OF A PRIVATE ENTRANCE
 DF6067'--7695--, 125 M
 DF6067'SOUTHEAST OF THE CENTERLINE OF A PRIVATE ENTRANCE --7597--, 1 M
 DF6067'WEST-SOUTHWEST OF A
 DF6067'CULTIVATED FIELD, 0.5 M WEST-SOUTHWEST OF A WHITE PLASTIC WITNESS
 DF6067'POST, 1.0 M EAST, 1.0 M
 DF6067'SOUTH, AND 1.0 M NORTH OF THREE 4X4 ORANGE PLASTIC WITNESS POSTS.
 DF6067'---NOTE---THIS STATION
 DF6067'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DF6067'HORIZON.
 DF6067' 
 DF6067' 
 DF6067' 
 DF6067'
 DF6067
 DF6067                          STATION RECOVERY (2003)
 DF6067
 DF6067'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6067'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 6 INCHES NORTH OF
 DF6067'A WHITE PLASTIC WITNESS POST.
 DF6067
 DF6067                          STATION RECOVERY (2004)
 DF6067
 DF6067'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 DF6067'RECOVERED IN GOOD CONDITION.
 DF6067
 DF6067                          STATION RECOVERY (2005)
 DF6067
 DF6067'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DF6067'RECOVERED IN GOOD CONDITION.  NOTE-- THE WHITE PLASTIC WITNESS POST IS
 DF6067'NO LONGER PRESENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0643 ***********************************************************************
 QM0643  DESIGNATION -  MORSE
 QM0643  PID         -  QM0643
 QM0643  STATE/COUNTY-  WI/LANGLADE
 QM0643  USGS QUAD   -  MOLE LAKE (1973)
 QM0643
 QM0643                         *CURRENT SURVEY CONTROL
 QM0643  ___________________________________________________________________
 QM0643* NAD 83(1991)-  45 26 34.80625(N)    088 59 40.68442(W)     ADJUSTED  
 QM0643* NAVD 88     -       469.     (meters)    1539.     (feet)  SCALED    
 QM0643  ___________________________________________________________________
 QM0643  LAPLACE CORR-          -4.20  (seconds)                    DEFLEC99
 QM0643  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 QM0643
 QM0643  HORZ ORDER  -  FIRST
 QM0643
 QM0643.The horizontal coordinates were established by classical geodetic methods
 QM0643.and adjusted by the National Geodetic Survey in November 1991..
 QM0643
 QM0643.The orthometric height was scaled from a topographic map.
 QM0643
 QM0643.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0643
 QM0643.The geoid height was determined by GEOID03.
 QM0643
 QM0643;                    North         East     Units Scale Factor Converg.
 QM0643;SPC WI C     -   179,357.601   678,653.836   MT  0.99998964   +0 42 33.7
 QM0643;SPC WI C     -   588,442.40  2,226,550.13   sFT  0.99998964   +0 42 33.7
 QM0643;SPC WI N     -    31,210.876   678,656.506   MT  1.00002474   +0 43 30.9
 QM0643;SPC WI N     -   102,397.68  2,226,558.89   sFT  1.00002474   +0 43 30.9
 QM0643;UTM  16      - 5,034,099.347   344,008.869   MT  0.99989918   -1 25 17.6
 QM0643
 QM0643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0643!SPC WI C     -   0.99993176  x   0.99998964  =   0.99992140
 QM0643!SPC WI N     -   0.99993176  x   1.00002474  =   0.99995650
 QM0643!UTM  16      -   0.99993176  x   0.99989918  =   0.99983095
 QM0643
 QM0643|---------------------------------------------------------------------|
 QM0643| PID    Reference Object                     Distance      Geod. Az  |
 QM0643|                                                           dddmmss.s |
 QM0643| CJ5775 MORSE RM 1                           32.156 METERS 08401     |
 QM0643| CJ5774 MORSE AZ MK                                        2613400.6 |
 QM0643| CJ5776 MORSE RM 2                           32.028 METERS 35715     |
 QM0643|---------------------------------------------------------------------|
 QM0643
 QM0643                          SUPERSEDED SURVEY CONTROL
 QM0643
 QM0643  NAD 83(1986)-  45 26 34.80489(N)    088 59 40.68802(W) AD(       ) 1
 QM0643  NAD 27      -  45 26 34.93700(N)    088 59 40.28000(W) AD(       ) 1
 QM0643
 QM0643.Superseded values are not recommended for survey control.
 QM0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0643.See file dsdata.txt to determine how the superseded data were derived.
 QM0643
 QM0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR4400934099(NAD 83)
 QM0643_MARKER: DS = TRIANGULATION STATION DISK
 QM0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0643_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QM0643
 QM0643  HISTORY     - Date     Condition        Report By
 QM0643  HISTORY     - 1934     MONUMENTED       CGS
 QM0643  HISTORY     - 1940     GOOD             CGS
 QM0643  HISTORY     - 20021011 MARK NOT FOUND   GEOCAC
 QM0643
 QM0643                          STATION DESCRIPTION
 QM0643
 QM0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QM0643'STATION IS ABOUT 12 MILES SOUTH-SOUTHWEST OF CRANDON, ABOUT
 QM0643'9 MILES EAST OF ELCHO, ABOUT 4 MILES EAST OF POST LAKE POST
 QM0643'OFFICE, NEAR CENTER OF SEC. 9, T. 34 N., R. 12 E., ON LAND
 QM0643'OWNED BY E.A. MORSE OF ANTIGO, 0.7 MILE WEST-NORTHWEST OF
 QM0643'JUNCTION OF STATE HIGHWAY 55 AND COUNTY HIGHWAY K, 0.25 MILE
 QM0643'NORTH OF HIGHWAY K, AT FORKS IN OLD LOGGING TRAIL WHERE ONE
 QM0643'FORK LEADS EAST AND THE OTHER NORTH, 20 FEET EAST OF A
 QM0643'TRIANGULAR-BLAZED 8-INCH MAPLE (THE MOST WESTERLY ONE IN A
 QM0643'CLUMP OF FIVE MAPLES), 40 FEET EAST OF A 12-INCH BARMAGALIA
 QM0643'TREE, 18 FEET NORTH OF A 7-INCH MAPLE, 11 FEET WEST OF AN
 QM0643'8-INCH MAPLE.  THE MARK PROJECTS 7 INCHES.
 QM0643'
 QM0643'TO REACH FROM ELCHO, GO EAST ON COUNTY HIGHWAY K, FOR 5.5
 QM0643'MILES TO POST LAKE, THENCE CONTINUE EAST FROM THE BRIDGE AT POST
 QM0643'LAKE 4.5 MILES TO A WOODS-ROAD LEADING NORTHWEST.  THIS ROAD
 QM0643'IS 0.65 MILE WEST OF JUNCTION OF STATE HIGHWAY 55 AND COUNTY
 QM0643'HIGHWAY K.  FOLLOW THIS ROAD NORTHWEST, THEN NORTH, THEN
 QM0643'NORTHEAST FOR 0.3 MILE TO THE FORKS AND STATION.
 QM0643'
 QM0643'REFERENCE MARK NO. 1 IS EAST OF STATION, 7 FEET EAST-SOUTHEAST
 QM0643'OF A 10-INCH PINE, 26 FEET SOUTHWEST OF A 7-INCH HEMLOCK TREE,
 QM0643'AND PROJECTS 7 INCHES.
 QM0643'
 QM0643'REFERENCE MARK NO. 2 IS NORTH OF STATION, 17 FEET SOUTH OF AN
 QM0643'8-INCH MAPLE, 17 FEET SOUTHWEST OF A 16-INCH WHITE BIRCH STUMP,
 QM0643'144.64 FEET NORTHWEST OF REFERENCE MARK NO. 1, AND PROJECTS
 QM0643'8 INCHES.
 QM0643'
 QM0643'AZIMUTH MARK IS WEST OF STATION, ACROSS ROAD FROM THE SWAMP CREEK
 QM0643'SCHOOLHOUSE, 90 FEET SOUTH-SOUTHEAST OF ITS SOUTHEAST CORNER,
 QM0643'24 FEET SOUTH OF CENTER LINE OF ROAD, 3 FEET NORTH OF THE SOUTH
 QM0643'RIGHT-OF-WAY FENCE, AND PROJECTS 8 INCHES.
 QM0643'
 QM0643'A 100-FOOT SIGNAL AT BRYANT COMES INTO VIEW AT 45 FEET.
 QM0643'
 QM0643'A 74-FOOT SIGNAL AT LANGLADE COMES INTO VIEW AT 45 FEET.
 QM0643'
 QM0643'AN 87-FOOT SIGNAL AT BASSWOOD COMES INTO VIEW AT 50 FEET.
 QM0643'
 QM0643'A 100-FOOT SIGNAL AT ADA COMES INTO VIEW AT 60 FEET.
 QM0643'
 QM0643'A 74-FOOT SIGNAL AT NINE MILE COMES INTO VIEW AT 60 FEET.
 QM0643'
 QM0643'A 74-FOOT SIGNAL AT KETTLE HOLE COMES INTO VIEW AT 40 FEET.
 QM0643'
 QM0643'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QM0643'BRONZE DISKS.
 QM0643'
 QM0643'HEIGHT OF LIGHT ABOVE STATION MARK - 87 FEET.
 QM0643
 QM0643                          STATION RECOVERY (1940)
 QM0643
 QM0643'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 QM0643'STATION RECOVERED AS DESCRIBED EXCEPT FOR THE
 QM0643'DISCREPANCIES IN DIRECTION TO REFERENCE MARKS.
 QM0643
 QM0643                          STATION RECOVERY (2002)
 QM0643
 QM0643'RECOVERY NOTE BY GEOCACHING 2002 (RFC)
 QM0643'RM 2 WAS FOUND AT AN ANGLE. LOGGING HAS CUT MARKER TREES AND DISRUPTED
 QM0643'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB8513 ***********************************************************************
 AB8513  DESIGNATION -  MORSE
 AB8513  PID         -  AB8513
 AB8513  STATE/COUNTY-  WI/BURNETT
 AB8513  USGS QUAD   -  BIRCH ISLAND LAKE (1982)
 AB8513
 AB8513                         *CURRENT SURVEY CONTROL
 AB8513  ___________________________________________________________________
 AB8513* NAD 83(1997)-  45 59 19.70792(N)    092 11 09.98437(W)     ADJUSTED  
 AB8513* NAVD 88     -       302.3    (meters)     992.     (feet)  GPS OBS   
 AB8513  ___________________________________________________________________
 AB8513  X           -    -169,343.395 (meters)                     COMP
 AB8513  Y           -  -4,436,175.383 (meters)                     COMP
 AB8513  Z           -   4,564,581.503 (meters)                     COMP
 AB8513  LAPLACE CORR-          -5.81  (seconds)                    DEFLEC99
 AB8513  ELLIP HEIGHT-         275.62  (meters)          (01/30/03) GPS OBS
 AB8513  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AB8513
 AB8513  HORZ ORDER  -  FIRST
 AB8513  ELLP ORDER  -  FOURTH    CLASS I
 AB8513
 AB8513.The horizontal coordinates were established by GPS observations
 AB8513.and adjusted by the National Geodetic Survey in January 2003..
 AB8513
 AB8513.The orthometric height was determined by GPS observations and a
 AB8513.high-resolution geoid model.
 AB8513
 AB8513.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8513
 AB8513.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8513
 AB8513.The ellipsoidal height was determined by GPS observations
 AB8513.and is referenced to NAD 83.
 AB8513
 AB8513.The geoid height was determined by GEOID03.
 AB8513
 AB8513;                    North         East     Units Scale Factor Converg.
 AB8513;SPC WI N     -    93,706.556   430,652.635   MT  0.99995020   -1 34 37.2
 AB8513;SPC WI N     -   307,435.59  1,412,899.52   sFT  0.99995020   -1 34 37.2
 AB8513;UTM  15      - 5,093,125.960   563,034.272   MT  0.99964884   +0 35 07.3
 AB8513
 AB8513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8513!SPC WI N     -   0.99995679  x   0.99995020  =   0.99990700
 AB8513!UTM  15      -   0.99995679  x   0.99964884  =   0.99960565
 AB8513
 AB8513                          SUPERSEDED SURVEY CONTROL
 AB8513
 AB8513  NAD 83(1991)-  45 59 19.70759(N)    092 11 09.98264(W) AD(       ) 1
 AB8513  ELLIP H (12/09/96)  275.65   (m)                       GP(       ) 4 1
 AB8513
 AB8513.Superseded values are not recommended for survey control.
 AB8513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8513.See file dsdata.txt to determine how the superseded data were derived.
 AB8513
 AB8513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6303493126(NAD 83)
 AB8513_MARKER: DD = SURVEY DISK
 AB8513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8513_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8513+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB8513
 AB8513  HISTORY     - Date     Condition        Report By
 AB8513  HISTORY     - 1993     MONUMENTED       WI-013
 AB8513
 AB8513                          STATION DESCRIPTION
 AB8513
 AB8513'DESCRIBED BY BURNETT COUNTY WISCONSIN 1993
 AB8513'THE STATION IS LOCATED 13.9 KM (8.65 MI) SOUTHEAST OF THE VILLAGE OF
 AB8513'DANBURY (WHERE STATE TRUNK HIGHWAY 77 AND STATE TRUNK HIGHWAY 35
 AB8513'INTERSECT) , 18.3 KM (11.35 MI) NORTHEAST OF THE VILLAGE OF WEBSTER IN
 AB8513'THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER, SECTION 36, T41N,
 AB8513'R15W, TOWN OF SWISS.  TO REACH THE STATION FROM THE VILLAGE OF DANBURY
 AB8513'(WHERE STATE TRUNK HIGHWAY 35 AND STATE TRUNK HIGHWAY 77 JUNCTION) GO
 AB8513'NORTH ALONG STATE TRUNK HIGHWAY 35/77 1.2 KM (0.75 MI) TO LAKE 26
 AB8513'ROAD, GO RIGHT (EAST) ON LAKE 26 ROAD ABOUT 12.9 KM (8.00 MI) TO LOON
 AB8513'CREEK TRAIL IN SECTION 26, T41N, R15W, GO SOUTH ON LOON CREEK TRAIL
 AB8513'2.1 KM (1.30 MI) TO LOON CREEK DAM ROAD, GO LEFT (EAST) ON LOON CREEK
 AB8513'DAM ROAD .5 MI (0.8 KM) TO LOGGING ROAD ON LEFT (NORTH) SIDE OF ROAD,
 AB8513'GO NORTH ON LOGGING TRAIL .2 MI (0.3 KM) TO TRAIL ON LEFT (WEST) , GO
 AB8513'WEST ON TRAIL 400 FEET (121.9 M) TO STATION LOCATED 30 FEET (9.1 M)
 AB8513'NORTH OF TRAIL.  FIBERGLASS WITNESS POST SET 3.5 FEET (1.1 M) SOUTH OF
 AB8513'THE STATION.  THE STATION MARKER IS SET IN A 30 CM ROUND CONCRETE
 AB8513'MONUMENT FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5230 ***********************************************************************
 DH5230  DESIGNATION -  MOSCOW C GPS
 DH5230  PID         -  DH5230
 DH5230  STATE/COUNTY-  WI/IOWA
 DH5230  USGS QUAD   -  YELLOWSTONE LAKE (1981)
 DH5230
 DH5230                         *CURRENT SURVEY CONTROL
 DH5230  ___________________________________________________________________
 DH5230* NAD 83(1997)-  42 52 17.84566(N)    089 55 20.49312(W)     ADJUSTED  
 DH5230* NAVD 88     -                                                        
 DH5230  ___________________________________________________________________
 DH5230  X           -       6,344.289 (meters)                     COMP
 DH5230  Y           -  -4,681,826.699 (meters)                     COMP
 DH5230  Z           -   4,317,212.041 (meters)                     COMP
 DH5230  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 DH5230  ELLIP HEIGHT-         222.49  (meters)          (08/01/05) GPS OBS
 DH5230  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 DH5230
 DH5230  HORZ ORDER  -  FIRST
 DH5230  ELLP ORDER  -  SECOND    CLASS I
 DH5230
 DH5230.The horizontal coordinates were established by GPS observations
 DH5230.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5230
 DH5230
 DH5230.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5230
 DH5230.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5230
 DH5230.The ellipsoidal height was determined by GPS observations
 DH5230.and is referenced to NAD 83.
 DH5230
 DH5230.The geoid height was determined by GEOID03.
 DH5230
 DH5230;                    North         East     Units Scale Factor Converg.
 DH5230;SPC WI S     -    96,832.463   606,343.911   MT  0.99997499   +0 03 12.1
 DH5230;SPC WI S     -   317,691.17  1,989,313.31   sFT  0.99997499   +0 03 12.1
 DH5230;UTM  16      - 4,750,702.495   261,300.181   MT  1.00030102   -1 59 21.1
 DH5230;UTM  15      - 4,751,154.773   751,384.198   MT  1.00037751   +2 05 42.0
 DH5230
 DH5230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5230!SPC WI S     -   0.99996511  x   0.99997499  =   0.99994010
 DH5230!UTM  16      -   0.99996511  x   1.00030102  =   1.00026612
 DH5230!UTM  15      -   0.99996511  x   1.00037751  =   1.00034261
 DH5230
 DH5230                          SUPERSEDED SURVEY CONTROL
 DH5230
 DH5230.No superseded survey control is available for this station.
 DH5230
 DH5230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN6130050702(NAD 83)
 DH5230_MARKER: DD = SURVEY DISK
 DH5230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5230_STAMPING: MOSCOW C GPS 2004
 DH5230_MARK LOGO: WIDT  
 DH5230_PROJECTION: FLUSH
 DH5230_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5230+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5230
 DH5230  HISTORY     - Date     Condition        Report By
 DH5230  HISTORY     - 2003     MONUMENTED       WIDT
 DH5230
 DH5230                          STATION DESCRIPTION
 DH5230
 DH5230'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5230'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH5230'STATION FROM THE  JUNCTION OF STATE HIGHWAY 39 WITH STATE HIGHWAY 191
 DH5230'AT THE INTERSECTION OF WALDWICK  STREET WITH MAIN STREET IN THE
 DH5230'VILLAGE OF HOLLANDALE, GO EAST ON STATE HIGHWAY 39  (WALDWICK STREET)
 DH5230'FOR 0.7 MI TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DH5230'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH5230'DISK SET IN  THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT 1 M BELOW
 DH5230'THE HIGHWAY PAVEMENT.  THE  STATION IS 9.9 M SOUTH OF THE CENTERLINE
 DH5230'OF STATE HIGHWAY 39, 43.6 M SOUTHEAST OF A WOOD  POST FOR A --NO
 DH5230'PASSING ZONE-- SIGN, 37.7 M SOUTHWEST OF A TELEPHONE PEDESTAL --5-5-32
 DH5230'40-52-- , 2 M NORTH OF A FENCE, 1.0 M SOUTHWEST OF AN ORANGE 4X4
 DH5230'PLASTIC WITNESS POST, 0.9 M  NORTH OF AN ORANGE 4X4 PLASTIC WITNESS
 DH5230'POST AND 0.9 M OF AN ORANGE 4X4 PLASTIC WITNESS  POST.  ---NOTE---THIS
 DH5230'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15  DEGREES
 DH5230'ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7632 ***********************************************************************
 DE7632  DESIGNATION -  MOSEL E GPS
 DE7632  PID         -  DE7632
 DE7632  STATE/COUNTY-  WI/SHEBOYGAN
 DE7632  USGS QUAD   -  SHEBOYGAN NORTH (1994)
 DE7632
 DE7632                         *CURRENT SURVEY CONTROL
 DE7632  ___________________________________________________________________
 DE7632* NAD 83(1997)-  43 50 04.30434(N)    087 44 28.02842(W)     ADJUSTED  
 DE7632* NAVD 88     -       194.081  (meters)     636.75   (feet)  ADJUSTED  
 DE7632  ___________________________________________________________________
 DE7632  X           -     181,636.452 (meters)                     COMP
 DE7632  Y           -  -4,604,762.103 (meters)                     COMP
 DE7632  Z           -   4,394,957.276 (meters)                     COMP
 DE7632  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 DE7632  ELLIP HEIGHT-         158.21  (meters)          (06/11/03) GPS OBS
 DE7632  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 DE7632  DYNAMIC HT  -         194.046 (meters)     636.63  (feet)  COMP
 DE7632  MODELED GRAV-     980,432.1   (mgal)                       NAVD 88
 DE7632
 DE7632  HORZ ORDER  -  FIRST
 DE7632  VERT ORDER  -  SECOND    CLASS I
 DE7632  ELLP ORDER  -  THIRD     CLASS I
 DE7632
 DE7632.The horizontal coordinates were established by GPS observations
 DE7632.and adjusted by the National Geodetic Survey in June 2003..
 DE7632
 DE7632.The orthometric height was determined by differential leveling
 DE7632.and adjusted by the National Geodetic Survey in May 2003..
 DE7632
 DE7632.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7632
 DE7632.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7632
 DE7632.The ellipsoidal height was determined by GPS observations
 DE7632.and is referenced to NAD 83.
 DE7632
 DE7632.The geoid height was determined by GEOID03.
 DE7632
 DE7632.The dynamic height is computed by dividing the NAVD 88
 DE7632.geopotential number by the normal gravity value computed on the
 DE7632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7632.degrees latitude (g = 980.6199 gals.).
 DE7632
 DE7632.The modeled gravity was interpolated from observed gravity values.
 DE7632
 DE7632;                    North         East     Units Scale Factor Converg.
 DE7632;SPC WI S     -   206,262.489   781,649.731   MT  0.99996111   +1 33 07.5
 DE7632;SPC WI S     -   676,712.85  2,564,462.49   sFT  0.99996111   +1 33 07.5
 DE7632;UTM  16      - 4,853,761.503   440,416.484   MT  0.99964367   -0 30 47.9
 DE7632
 DE7632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7632!SPC WI S     -   0.99997519  x   0.99996111  =   0.99993630
 DE7632!UTM  16      -   0.99997519  x   0.99964367  =   0.99961887
 DE7632
 DE7632                          SUPERSEDED SURVEY CONTROL
 DE7632
 DE7632  NAVD 88 (06/11/03)  194.08   (m)          636.7    (f) LEVELING    3  
 DE7632
 DE7632.Superseded values are not recommended for survey control.
 DE7632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7632.See file dsdata.txt to determine how the superseded data were derived.
 DE7632
 DE7632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4041653762(NAD 83)
 DE7632_MARKER: DD = SURVEY DISK
 DE7632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7632_STAMPING: MOSEL E GPS 2001
 DE7632_MARK LOGO: WIDT  
 DE7632_PROJECTION: FLUSH
 DE7632_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7632+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2006
 DE7632
 DE7632  HISTORY     - Date     Condition        Report By
 DE7632  HISTORY     - 2001     MONUMENTED       WIDT
 DE7632  HISTORY     - 20031207 GOOD             USPSQD
 DE7632  HISTORY     - 20060104 GOOD             USPSQD
 DE7632
 DE7632                          STATION DESCRIPTION
 DE7632
 DE7632'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7632'THE STATION IS LOCATED ABOUT 9 KM NORTH OF SHEBOYGAN, 30 KM
 DE7632'SOUTH-SOUTHWEST OF MANITOWOC AND 57 KM EAST-NORTHEAST OF FOND DU LAC.
 DE7632' OWNERSHIP--SHEBOYGAN COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DE7632'OF STATE HIGHWAY 42 AND STATE HIGHWAY 32 IN THE VILLAGE OF HOWARDS
 DE7632'GROVE, GO NORTH ON STATE HIGHWAY 42 FOR 1.3 KM TO COUNTY HIGHWAY FF,
 DE7632'TURN RIGHT AND GO EAST ON COUNTY HIGHWAY FF FOR 6.4 KM TO COUNTY
 DE7632'HIGHWAY LS, TURN RIGHT AND GO SOUTH ON COUNTY HIGHWAY LS FOR 1.6 KM
 DE7632'TO ROWE ROAD AND THE STATION ON THE RIGHT. THE STATION IS A WISCONSIN
 DE7632'DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION BRONZE
 DE7632'DISK SET IN A 41-CM DIAMETER CONCRETE MONUMENT SET TO A DEPTH OF 2.4
 DE7632'METERS AND LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 7.2 METERS
 DE7632'SOUTH OF THE CENTERLINE OF ROWE ROAD, 52.0 METERS SOUTHEAST OF A
 DE7632'--RAILROAD CROSSING-- SIGN POST, 26.3 METERS WEST OF THE CENTERLINE
 DE7632'OF COUNTY HIGHWAY LS, 23.4 METERS SOUTHWEST OF POWER POLE
 DE7632'--16-23-21--, 13.5 METERS WEST OF A WOOD POST FOR A  --STOP-- SIGN
 DE7632'AND 0.5 METER NORTH OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 DE7632'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DE7632'ABOVE THE HORIZON.
 DE7632
 DE7632                          STATION RECOVERY (2003)
 DE7632
 DE7632'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7632'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1 M EAST AND 1 M
 DE7632'WEST OF TWO ORANGE 4X4 PLASTIC GUARD POSTS.
 DE7632
 DE7632                          STATION RECOVERY (2006)
 DE7632
 DE7632'RECOVERY NOTE BY US POWER SQUADRON 2006 (FEB)
 DE7632'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1347 ***********************************************************************
 PN1347  CBN         -  This is a Cooperative Base Network Control Station.
 PN1347  DESIGNATION -  MOSINEE GPS
 PN1347  PID         -  PN1347
 PN1347  STATE/COUNTY-  WI/MARATHON
 PN1347  USGS QUAD   -  MOSINEE (1982)
 PN1347
 PN1347                         *CURRENT SURVEY CONTROL
 PN1347  ___________________________________________________________________
 PN1347* NAD 83(1997)-  44 46 22.82092(N)    089 40 46.21064(W)     ADJUSTED  
 PN1347* NAVD 88     -       385.1    (meters)    1263.     (feet)  GPS OBS   
 PN1347  ___________________________________________________________________
 PN1347  X           -      25,371.014 (meters)                     COMP
 PN1347  Y           -  -4,535,570.307 (meters)                     COMP
 PN1347  Z           -   4,469,722.311 (meters)                     COMP
 PN1347  LAPLACE CORR-          -5.97  (seconds)                    DEFLEC99
 PN1347  ELLIP HEIGHT-         349.99  (meters)          (04/28/99) GPS OBS
 PN1347  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 PN1347
 PN1347  HORZ ORDER  -  A
 PN1347  ELLP ORDER  -  THIRD     CLASS I
 PN1347
 PN1347.The horizontal coordinates were established by GPS observations
 PN1347.and adjusted by the National Geodetic Survey in April 1999..
 PN1347
 PN1347.The orthometric height was determined by GPS observations and a
 PN1347.high-resolution geoid model.
 PN1347
 PN1347.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PN1347
 PN1347.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1347
 PN1347.The ellipsoidal height was determined by GPS observations
 PN1347.and is referenced to NAD 83.
 PN1347
 PN1347.The geoid height was determined by GEOID03.
 PN1347
 PN1347;                    North         East     Units Scale Factor Converg.
 PN1347;SPC WI C     -   104,464.891   625,368.228   MT  0.99994232   +0 13 34.1
 PN1347;SPC WI C     -   342,731.90  2,051,728.93   sFT  0.99994232   +0 13 34.1
 PN1347;UTM  16      - 4,961,227.684   287,981.267   MT  1.00015280   -1 53 16.3
 PN1347
 PN1347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1347!SPC WI C     -   0.99994513  x   0.99994232  =   0.99988745
 PN1347!UTM  16      -   0.99994513  x   1.00015280  =   1.00009792
 PN1347
 PN1347                          SUPERSEDED SURVEY CONTROL
 PN1347
 PN1347  NAD 83(1991)-  44 46 22.82014(N)    089 40 46.20977(W) AD(       ) B
 PN1347  ELLIP H (06/11/91)  350.03   (m)                       GP(       ) 4 1
 PN1347  NGVD 29 (11/14/94)  385.1    (m)         1263.     (f) GPS OBS        
 PN1347
 PN1347.Superseded values are not recommended for survey control.
 PN1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1347.See file dsdata.txt to determine how the superseded data were derived.
 PN1347
 PN1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ8798161228(NAD 83)
 PN1347_MARKER: DH = HORIZONTAL CONTROL DISK
 PN1347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1347_SP_SET: CONCRETE POST
 PN1347_STAMPING: MOSINEE GPS 1989
 PN1347_MARK LOGO: NGS   
 PN1347_PROJECTION: FLUSH
 PN1347_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PN1347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1347+STABILITY: SURFACE MOTION
 PN1347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN1347+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2006
 PN1347
 PN1347  HISTORY     - Date     Condition        Report By
 PN1347  HISTORY     - 1989     MONUMENTED       WIHD
 PN1347  HISTORY     - 19900723 GOOD
 PN1347  HISTORY     - 19930604 GOOD             NOS
 PN1347  HISTORY     - 19971010 GOOD             WIHD
 PN1347  HISTORY     - 20020529 GOOD             WIDT
 PN1347  HISTORY     - 20060910 GOOD             USPSQD
 PN1347
 PN1347                          STATION DESCRIPTION
 PN1347
 PN1347'DESCRIBED BY WI HIGHWAY DEPT 1989
 PN1347'THE STATION IS LOCATED ABOUT 3.24 KM (2.00 MI) SOUTHEAST OF MOSINEE,
 PN1347'10.53 KM (6.55 MI) NORTHEAST OF DANCY, 16.20 KM (10.05 MI) SOUTHEAST
 PN1347'OF HALTER.  OWNERSHIP--U.S. HIGHWAY R.O.W.
 PN1347'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 51 AND STATE HIGHWAY
 PN1347'34, GO NORTH FOR 4.21 KM (2.60 MI)  ON STATE HIGHWAY 51 TO A WAYSIDE.
 PN1347'TRAVEL THROUGH WAYSIDE FOR 0.81 KM (0.50 MI) TO THE STATION ON THE
 PN1347'RIGHT.
 PN1347'THE STATION IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED--MOSINEE
 PN1347'GPS 1989--, SET INTO THE TOP OF A 40 CM DIAMETER CONCRETE MONUMENT SET
 PN1347'FLUSH WITH THE GROUND.  LOCATED 19.35 M (63.5 FT) SOUTHEAST FROM A
 PN1347'REFLECTOR POST, 14.48 M (47.5 FT) NORTHEAST FROM A REFLECTOR POST,
 PN1347'17.68 M (58.0 FT) EAST FROM THE CENTER-LINE OF THE WAYSIDE ON RAMP,
 PN1347'0.91 M (3.0 FT) WEST FROM A CARSONITE WITNESS POST.
 PN1347
 PN1347                          STATION RECOVERY (1990)
 PN1347
 PN1347'RECOVERED 1990
 PN1347'RECOVERED IN GOOD CONDITION.
 PN1347
 PN1347                          STATION RECOVERY (1993)
 PN1347
 PN1347'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (RAH)
 PN1347'RECOVERED AS DESCRIBED.
 PN1347
 PN1347                          STATION RECOVERY (1997)
 PN1347
 PN1347'RECOVERY NOTE BY WI HIGHWAY DEPT 1997 (CSM)
 PN1347'THE STATION IS LOCATED ABOUT 28.97 KM (18.00 MI) NORTH-NORTHWEST OF
 PN1347'STEVENS POINT, 20.92 KM (13.00 MI) SOUTH OF WAUSAU, AND 3.24 KM (2.00
 PN1347'MI) SOUTHEAST OF MOSINEE IN A GRASSY AREA AT THE NORTH END OF A
 PN1347'WAYSIDE ON THE EAST SIDE OF INTERSTATE HIGHWAY 39 AND US HIGHWAY 51.
 PN1347'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 PN1347'STATION FROM THE JUNCTION OF HIGHWAYS I-39 AND 51 WITH STATE HIGHWAY
 PN1347'34 (EXIT 175 NEAR KNOWLTON) ABOUT 8.08 KM (5.00 MI) SOUTH OF THE CITY
 PN1347'OF MOSINEE, GO NORTH 3.9 KM (2.40 MI) ON HIGHWAYS 39 AND 51 TO AN
 PN1347'OFF-RAMP TO THE WAYSIDE, EXIT RIGHT AND GO 0.81 KM (0.50 MI) THROUGH
 PN1347'THE WAYSIDE TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE NGS
 PN1347'HORIZONTAL CONTROL MARKER DISK SET IN THE TOP OF A 40-CM (16-INCH)
 PN1347'DIAMETER, 6-FOOT-DEEP CONCRETE POST FLUSH WITH THE GROUND.  THE
 PN1347'STATION IS 15.2 M (49.9 FT) EAST-NORTHEAST OF THE EAST EDGE OF THE
 PN1347'WAYSIDE ON-RAMP TO THE HIGHWAY, 41.2 M (135.2 FT) EAST OF THE
 PN1347'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 41.8 M (137.1 FT)
 PN1347'WEST-SOUTHWEST OF A CYCLONE FENCE BOUNDING THE CENTRAL WISCONSIN
 PN1347'AIRPORT, 88.7 M (291.0 FT) SOUTH-SOUTHEAST OF A SET OF TWO METAL
 PN1347'CORNER POSTS OF THE FENCE, 52.2 M (171.3 FT) NORTH OF A 20-CM (8-INCH)
 PN1347'DIAMETER NORWAY PINE, 0.94 M (3.08 FT) WEST OF AN ORANGE FIBERGLASS
 PN1347'WITNESS POST, AND 0.85 M (2.79 FT) WEST OF A WHITE PLASTIC WITNESS
 PN1347'POST.
 PN1347
 PN1347                          STATION RECOVERY (2002)
 PN1347
 PN1347'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (GRS)
 PN1347'THE WAYSIDE IS CLOSED.  ENTER THE WAYSIDE VIA THE WAYSIDE EXIT LANE
 PN1347'AND GO SOUTH 0.08 KM TO THE STATION.  THE WITNESS POSTS LISTED IN THE
 PN1347'DESCRIPTION WERE REPLACED WITH THREE 9-CM BY 9-CM RECYCLED-PLASTIC
 PN1347'GUARD POSTS WITH INFORMATION SIGN.  THE STATION IS 1.0 M SOUTHEAST,
 PN1347'1.0 M WEST, AND 1.0 M NORTH OF THREE ORANGE GUARD POSTS, RESPECTIVELY.
 PN1347' 
 PN1347
 PN1347                          STATION RECOVERY (2006)
 PN1347
 PN1347'RECOVERY NOTE BY US POWER SQUADRON 2006 (MGR)
 PN1347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1155 ***********************************************************************
 PN1155  DESIGNATION -  MOSINEE MUN TANK
 PN1155  PID         -  PN1155
 PN1155  STATE/COUNTY-  WI/MARATHON
 PN1155  USGS QUAD   -  MOSINEE (1982)
 PN1155
 PN1155                         *CURRENT SURVEY CONTROL
 PN1155  ___________________________________________________________________
 PN1155* NAD 83(1991)-  44 47 21.20197(N)    089 40 58.50962(W)     ADJUSTED  
 PN1155* NAVD 88     -                                                        
 PN1155  ___________________________________________________________________
 PN1155  LAPLACE CORR-          -5.82  (seconds)                    DEFLEC99
 PN1155  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 PN1155
 PN1155  HORZ ORDER  -  THIRD
 PN1155
 PN1155.The horizontal coordinates were established by classical geodetic methods
 PN1155.and adjusted by the National Geodetic Survey in November 1991..
 PN1155
 PN1155
 PN1155.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1155
 PN1155.The geoid height was determined by GEOID03.
 PN1155
 PN1155;                    North         East     Units Scale Factor Converg.
 PN1155;SPC WI C     -   106,265.861   625,090.776   MT  0.99994185   +0 13 25.4
 PN1155;SPC WI C     -   348,640.58  2,050,818.65   sFT  0.99994185   +0 13 25.4
 PN1155;UTM  16      - 4,963,038.047   287,770.402   MT  1.00015390   -1 53 27.0
 PN1155
 PN1155                          SUPERSEDED SURVEY CONTROL
 PN1155
 PN1155  NAD 83(1986)-  44 47 21.20026(N)    089 40 58.51518(W) AD(       ) 4
 PN1155  NAD 27      -  44 47 21.31511(N)    089 40 58.08424(W) AD(       ) 3
 PN1155
 PN1155.Superseded values are not recommended for survey control.
 PN1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1155.See file dsdata.txt to determine how the superseded data were derived.
 PN1155
 PN1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ8777063038(NAD 83)
 PN1155_MARKER: 51 = TANK
 PN1155_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN1155
 PN1155  HISTORY     - Date     Condition        Report By
 PN1155  HISTORY     - 1980     FIRST OBSERVED   NGS
 PN1155  HISTORY     - 20020123 GOOD             USPSQD
 PN1155  HISTORY     - 20040925 GOOD             USPSQD
 PN1155  HISTORY     - 20050924 GOOD             USPSQD
 PN1155
 PN1155                          STATION DESCRIPTION
 PN1155
 PN1155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (EDW)
 PN1155'THE STATION, IS THE APEX OF VENT ATOP THE MOSINEE MUNICIPAL WATER
 PN1155'TANK.  IT HAS A CYLINDRICAL BODY WITH A DOME SHAPED TOP AND
 PN1155'A HEMISPHERICAL BOTTOM, FOUR
 PN1155'TUBULAR STEEL LEGS, PAINTED SILVER IN COLOR AND APPROXIMATELY 90
 PN1155'FEET IN HEIGHT.
 PN1155'OWNERSHIP--THE CITY OF MOSINEE, WISCONSIN.
 PN1155'
 PN1155'THE STATION IS LOCATED ABOUT 1 MILE EAST OF THE CENTER OF MOSINEE,
 PN1155'0.2 MILE WEST OF U.S. HIGHWAY 51 AND JUST ACROSS THE ROAD FROM THE
 PN1155'MOSINEE FOREST RANGER.  IT IS EAST OF THE CENTER OF A DIRT ROAD
 PN1155'AND SOUTH FROM THE CENTER OF A PAVED STREET.
 PN1155
 PN1155                          STATION RECOVERY (2002)
 PN1155
 PN1155'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN1155'RECOVERED IN GOOD CONDITION.  ADD-- THE TANK HAS MOSINEE PRINTED IN
 PN1155'BLACK LETTERS ON THE SE SIDE.  FROM INTERCHANGE OF HIGHWAY 51 AND 153,
 PN1155'GO WEST ON HWY 153 FOR 0.2 MILE TO CHERRY STREET ON THE RIGHT.  TURN
 PN1155'NORTH ON CHERRY STREET TO RANGER ROAD.  TURN EAST ON RANGER RD. AND GO
 PN1155'TO FLORENCE STREET.
 PN1155
 PN1155                          STATION RECOVERY (2004)
 PN1155
 PN1155'RECOVERY NOTE BY US POWER SQUADRON 2004 (CB)
 PN1155'RECOVERED IN GOOD CONDITION.
 PN1155
 PN1155                          STATION RECOVERY (2005)
 PN1155
 PN1155'RECOVERY NOTE BY US POWER SQUADRON 2005 (DS)
 PN1155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1212 ***********************************************************************
 OM1212  DESIGNATION -  MOUND
 OM1212  PID         -  OM1212
 OM1212  STATE/COUNTY-  WI/ADAMS
 OM1212  USGS QUAD   -  ADAMS (1983)
 OM1212
 OM1212                         *CURRENT SURVEY CONTROL
 OM1212  ___________________________________________________________________
 OM1212* NAD 83(1991)-  43 53 41.49331(N)    089 50 03.88415(W)     ADJUSTED  
 OM1212* NAVD 88     -       365.3    (meters)    1198.     (feet)  VERTCON   
 OM1212  ___________________________________________________________________
 OM1212  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 OM1212  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 OM1212
 OM1212  HORZ ORDER  -  FIRST
 OM1212
 OM1212.The horizontal coordinates were established by classical geodetic methods
 OM1212.and adjusted by the National Geodetic Survey in November 1991..
 OM1212
 OM1212.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM1212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM1212
 OM1212.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1212
 OM1212.The geoid height was determined by GEOID03.
 OM1212
 OM1212;                    North         East     Units Scale Factor Converg.
 OM1212;SPC WI S     -   210,518.234   613,304.180   MT  0.99996963   +0 06 49.6
 OM1212;SPC WI S     -   690,675.24  2,012,148.80   sFT  0.99996963   +0 06 49.6
 OM1212;UTM  16      - 4,864,100.965   272,348.885   MT  1.00023747   -1 57 57.8
 OM1212
 OM1212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1212!SPC WI S     -   0.99994828  x   0.99996963  =   0.99991791
 OM1212!UTM  16      -   0.99994828  x   1.00023747  =   1.00018573
 OM1212
 OM1212:                Primary Azimuth Mark                     Grid Az
 OM1212:SPC WI S     -  ADAMS RED BRICK CHIMNEY                  009 55 24.1
 OM1212:UTM  16      -  ADAMS RED BRICK CHIMNEY                  012 00 11.5
 OM1212
 OM1212|---------------------------------------------------------------------|
 OM1212| PID    Reference Object                     Distance      Geod. Az  |
 OM1212|                                                           dddmmss.s |
 OM1212| CU7844 ADAMS RED BRICK CHIMNEY                            0100213.7 |
 OM1212| OM1184 MARSH                               APPROX.13.8 KM 0984250.9 |
 OM1212| CI9390 MOUND RM 1                           34.631 METERS 25814     |
 OM1212| CI9391 MOUND RM 2                           33.915 METERS 32521     |
 OM1212|---------------------------------------------------------------------|
 OM1212
 OM1212                          SUPERSEDED SURVEY CONTROL
 OM1212
 OM1212  NAD 83(1986)-  43 53 41.49008(N)    089 50 03.89207(W) AD(       ) 1
 OM1212  NAD 27      -  43 53 41.59200(N)    089 50 03.43300(W) AD(       ) 1
 OM1212  NGVD 29 (07/19/86)  365.3    (m)         1198.     (f) VERT ANG       
 OM1212
 OM1212.Superseded values are not recommended for survey control.
 OM1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1212.See file dsdata.txt to determine how the superseded data were derived.
 OM1212
 OM1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP7234964101(NAD 83)
 OM1212_MARKER: DS = TRIANGULATION STATION DISK
 OM1212_SETTING: 80 = SET IN A BOULDER
 OM1212_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 OM1212_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM1212
 OM1212  HISTORY     - Date     Condition        Report By
 OM1212  HISTORY     - 1930     MONUMENTED       CGS
 OM1212  HISTORY     - 1935     SEE DESCRIPTION  CGS
 OM1212  HISTORY     - 1973     GOOD             WIDT
 OM1212  HISTORY     - 1981     GOOD             NGS
 OM1212  HISTORY     - 19950903 GOOD             USPSQD
 OM1212
 OM1212                          STATION DESCRIPTION
 OM1212
 OM1212'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (ITS)
 OM1212'ABOUT 4 MILES SOUTH AND 1 MILE WEST OF ADAMS, ON THE EXTREME
 OM1212'NORTHERLY END OF A LONG HIGH RIDGE KNOWN AS RATTLESNAKE MOUND.
 OM1212'ON LAND OWNED BY MR. JOSEPH KOSOBUD.
 OM1212'
 OM1212'SURFACE MARK IS A BRONZE TABLET SET IN A BOULDER.
 OM1212'UNDERGROUND MARK IS A BRONZE TABLET SET IN ROCK.
 OM1212'REFERENCE MARKS ARE BRONZE TABLETS
 OM1212'SET IN ROCK.
 OM1212'
 OM1212'REACHED FROM ADAMS BY STATE ROUTE 15 SOUTH 3-1/2 MILES FROM
 OM1212'R.R. CROSSING AT ADAMS, TO A CROSS ROAD.  TAKE SAND ROAD WEST
 OM1212'0.9 MILE TO A POINT 0.2 MILE WEST OF THE HOME OF MR. J.E. BREENE,
 OM1212'ON NORTH SIDE OF THE ROAD.  BEAR SW TO A FARM HOUSE ON WEST
 OM1212'SIDE OF N-S ROAD.  FROM HOUSE GO SOUTH 0.1 MILE TO A DIM WOOD
 OM1212'ROAD BEARING LEFT.  FOLLOW WOOD ROAD SSE ABOUT 0.3 MILE TO ITS
 OM1212'END AND CONTINUE STRAIGHT AHEAD 100 YDS. TO TOP OF RIDGE,
 OM1212'THENCE SOUTH UP RIDGE 250 YDS. TO STATION.  STATION IS ON THE
 OM1212'HIGHEST POINT OF THE NORTH MOUND, 15 FEET WEST OF THE EAST
 OM1212'SLOPE OF THE MOUND AND DUE EAST OF A GROUP OF PINE TREES ON
 OM1212'WEST SLOPE.  SURFACE MARK IS FLUSH WITH SURFACE OF THE
 OM1212'GROUND.
 OM1212'
 OM1212'REFERENCE MARK NO. 1 IS WEST OF STATION, ON WEST SLOPE,
 OM1212'35 FEET SOUTH OF THE TALLEST OF GROUP OF PINES.  REFERENCE
 OM1212'MARK NO. 2 IS NW OF STATION ON NW SLOPE.
 OM1212'
 OM1212'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.2 METERS.
 OM1212
 OM1212                          STATION RECOVERY (1935)
 OM1212
 OM1212'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 OM1212'THIS STATION WAS NOT VISITED BY AN OBSERVING PARTY.  THE
 OM1212'ORIGINAL DESCRIPTION WHICH IS ADEQUATE IS AS FOLLOWS--ABOUT
 OM1212'4 MILES SOUTH AND 1 MILE WEST OF ADAMS, ON THE EXTREME NORTHERLY
 OM1212'END OF A LONG HIGH RIDGE KNOWN AS RATTLESNAKE MOUND.  ON
 OM1212'LAND OWNED BY MR. JOSEPH KOSOBUD.  REACHED FROM ADAMS BY STATE
 OM1212'ROUTE 13 SOUTH 3-1/2 MILES FROM RAILROAD CROSSING AT ADAMS,
 OM1212'TO A CROSS ROAD.  TAKE SAND ROAD WEST 0.9 MILE TO A POINT
 OM1212'0.2 MILE WEST OF THE HOME OF J.E. BREENE, ON NORTH SIDE OF THE
 OM1212'ROAD.  BEAR SOUTHWEST TO A FARMHOUSE ON WEST SIDE OF N-S
 OM1212'ROAD.  FROM HOUSE GO SOUTH 0.1 MILE TO A DIM WOOD ROAD
 OM1212'BEARING LEFT.  FOLLOW WOOD ROAD SSE ABOUT 0.3 MILE TO ITS END
 OM1212'AND CONTINUE STRAIGHT AHEAD 100 YARDS TO TOP OF RIDGE,
 OM1212'THENCE SOUTH UP RIDGE 250 YARDS TO STATION.  STATION IS
 OM1212'ON THE HIGHEST POINT OF THE NORTH MOUND, 15 FEET WEST OF THE
 OM1212'EAST SLOPE OF THE MOUND AND DUE EAST OF A GROUP OF PINE
 OM1212'TREES ON WEST SLOPE.  SURFACE MARK IS FLUSH WITH THE SURFACE
 OM1212'OF THE GROUND.  REFERENCE MARK NO. 1 IS WEST OF THE STATION, ON
 OM1212'WEST SLOPE, 35 FEET SOUTH OF THE TALLEST OF GROUP OF
 OM1212'PINES.  REFERENCE MARK NO. 2 IS NW OF STATION ON NW SLOPE.
 OM1212'ALL MARKS ARE SET IN DRILL HOLES IN ROCK.
 OM1212
 OM1212                          STATION RECOVERY (1973)
 OM1212
 OM1212'RECOVERY NOTE BY WI DEPT OF TRANSP 1973 (GN)
 OM1212'MARSH 1930-GOOD
 OM1212'
 OM1212'R.M. 1-GOOD
 OM1212'
 OM1212'R.M. 2-GOOD
 OM1212'
 OM1212'FOLLOW FORMER DESCRIPTION ON STH 13 FOR 3-1/2 MILES, THEN
 OM1212'WEST ON DYKE DRIVE 0.9 MILE TO 14TH COURT, THEN SOUTH ABOUT
 OM1212'0.5 MILE NEAR OLD BUILDING FOUNDATION LOCATED 25 FT EAST
 OM1212'OF ROAD, THEN EAST ABOUT 430 YARDS THROUGH WOODS TO TOP OF
 OM1212'HIGHEST POINT ON NORTH MOUND, PREVIOUS DESCRIPTION SATISFACTORY
 OM1212'ATOP OF THE MOUND.
 OM1212
 OM1212                          STATION RECOVERY (1981)
 OM1212
 OM1212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 OM1212'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 OM1212'CONDITION. THE HORIZONTAL DIRECTION TO REFERENCE MARKS 1 AND 2
 OM1212'COMPARED FAVORABLE WITH THE 1930 DATA BY I.T.S., HOWEVER THE
 OM1212'DISTANCE TO REFERENCE MARK NUMBER 1 WAS FOUND TO BE SHORTER BY
 OM1212'0.69 FEET FROM THE 1930 DATA AND THE DISTANCE TO REFERENCE MARK
 OM1212'NUMBER 2 WAS FOUND TO BE SHORTER BY 0.75 FEET FROM THE 1930 DATA.
 OM1212'THE NEW MEASUREMENTS WERE VERIFIED BY SIDE ANGLE SIDE COMPUTATION
 OM1212'AND A NEW DESCRIPTION FOLLOWS.
 OM1212'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) SOUTH-SOUTHWEST
 OM1212'OF ADAMS, 3.2 KM (2.0 MI) NORTH-NORTHWEST OF BROOKSIDE AND
 OM1212'6.4 KM (4.0 MILES) NORTH-NORTHEAST OF WHITE CREEK AND ON THE
 OM1212'EXTREME NORTHERLY END OF A LONG HIGH RIDGE KNOWN AS
 OM1212'RATTLESNAKE MOUND. IT IS IN THE SW1/4,S31,T16N,R5E OF
 OM1212'ADAMS TOWNSHIP.
 OM1212'OWNERSHIP--RAYMOND G. HELMER, 8127 HILLCREST DRIVE,
 OM1212'WAUWATOSA, WISCONSIN 53213.
 OM1212'
 OM1212'TO REACH THE STATION FROM THE POST OFFICE IN ADAMS, GO SOUTH ON
 OM1212'STATE HIGHWAY 13 FOR 9.8 KM (6.1 MI) TO A PAVED CROSSROAD,
 OM1212'(EDGEWOOD DRIVE). TURN RIGHT ON EDGEWOOD DRIVE AND GO WEST FOR
 OM1212'0.8 KM (0.5 MI) TO THE END OF PAVEMENT AND A SAND ROAD ON THE
 OM1212'RIGHT, (13 TH DRIVE). TURN RIGHT AND GO NORTH ON 13 TH DRIVE FOR
 OM1212'2.8 KM (1.75 MI) TO THE END OF THE ROAD AT A TALL CASTLE ROCK
 OM1212'ON THE LEFT AND END OF TRUCK TRAVEL. PACK WEST UP DRAW, JUST ON
 OM1212'THE NORTH SIDE OF THE CASTLE ROCK TO THE TOP OF THE RIDGE, THENCE
 OM1212'RIGHT FOR ABOUT 100 YARDS TO THE STATION ON A SMALL KNOLL ABOUT
 OM1212'10 FEET HIGHER THAN THE SURROUNDING RIDGE.
 OM1212'
 OM1212'THE STATION IS A STANDARD CGS DISK
 OM1212'STAMPED---MOUND 1930---,
 OM1212'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 1 METER
 OM1212'LARGEST DIMENSION.
 OM1212'NO OBJECTS OR FEATURES TO REFERENCE TO.
 OM1212'
 OM1212'REFERENCE MARK NUMBER 1 IS A STANDARD CGS DISK
 OM1212'STAMPED---MOUND 1930 NO 1---,
 OM1212'SET INTO A ROCK OUTCROP.
 OM1212'MARK IS BELOW STATION 1.2 METERS.
 OM1212'
 OM1212'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK
 OM1212'STAMPED---MOUND 1930 NO 2---,
 OM1212'SET INTO A ROCK OUTCROP.
 OM1212'MARK IS BELOW STATION 1.2 METERS.
 OM1212'
 OM1212'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 OM1212'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 OM1212'NO LOCAL MEASUREMENTS WERE MADE TO THE REFERENCE MARKS OR THE
 OM1212'STATION MARK. BECAUSE THERE WAS NOTHING LOCAL TO MEASURE TO.
 OM1212
 OM1212                          STATION RECOVERY (1995)
 OM1212
 OM1212'RECOVERY NOTE BY US POWER SQUADRON 1995
 OM1212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5455 ***********************************************************************
 DH5455  DESIGNATION -  MOUNDVILLE E GPS
 DH5455  PID         -  DH5455
 DH5455  STATE/COUNTY-  WI/MARQUETTE
 DH5455  USGS QUAD   -  ENDEAVOR (1984)
 DH5455
 DH5455                         *CURRENT SURVEY CONTROL
 DH5455  ___________________________________________________________________
 DH5455* NAD 83(1997)-  43 41 37.23568(N)    089 23 39.61149(W)     ADJUSTED  
 DH5455* NAVD 88     -                                                        
 DH5455  ___________________________________________________________________
 DH5455  X           -      48,827.875 (meters)                     COMP
 DH5455  Y           -  -4,618,946.078 (meters)                     COMP
 DH5455  Z           -   4,383,689.235 (meters)                     COMP
 DH5455  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 DH5455  ELLIP HEIGHT-         208.02  (meters)          (08/01/05) GPS OBS
 DH5455  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 DH5455
 DH5455  HORZ ORDER  -  FIRST
 DH5455  ELLP ORDER  -  SECOND    CLASS I
 DH5455
 DH5455.The horizontal coordinates were established by GPS observations
 DH5455.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5455
 DH5455
 DH5455.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5455
 DH5455.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5455
 DH5455.The ellipsoidal height was determined by GPS observations
 DH5455.and is referenced to NAD 83.
 DH5455
 DH5455.The geoid height was determined by GEOID03.
 DH5455
 DH5455;                    North         East     Units Scale Factor Converg.
 DH5455;SPC WI S     -   188,330.257   648,824.106   MT  0.99994555   +0 24 58.2
 DH5455;SPC WI S     -   617,880.18  2,128,683.75   sFT  0.99994555   +0 24 58.2
 DH5455;UTM  16      - 4,840,636.982   307,048.667   MT  1.00005795   -1 39 16.3
 DH5455
 DH5455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5455!SPC WI S     -   0.99996738  x   0.99994555  =   0.99991293
 DH5455!UTM  16      -   0.99996738  x   1.00005795  =   1.00002533
 DH5455
 DH5455                          SUPERSEDED SURVEY CONTROL
 DH5455
 DH5455.No superseded survey control is available for this station.
 DH5455
 DH5455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP0704940637(NAD 83)
 DH5455_MARKER: DD = SURVEY DISK
 DH5455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5455_STAMPING: MOUNDVILLE E GPS 2004
 DH5455_MARK LOGO: WIDT  
 DH5455_PROJECTION: FLUSH
 DH5455_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5455+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH5455
 DH5455  HISTORY     - Date     Condition        Report By
 DH5455  HISTORY     - 2003     MONUMENTED       WIDT
 DH5455  HISTORY     - 20051228 GOOD             WIDT
 DH5455
 DH5455                          STATION DESCRIPTION
 DH5455
 DH5455'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5455'OWNERSHIP--TOWN OF MOUNDVILLE.  TO REACH THE STATION FROM THE JUNCTION
 DH5455'OF COUNTY  HIGHWAY F WITH COUNTY HIGHWAY O ABOUT 6 MI NORTHEAST OF THE
 DH5455'VILLAGE OF ENDEAVOR, GO  NORTH ON COUNTY HIGHWAY F FOR 1.5 MI TO
 DH5455'GILLETTE DRIVE ON THE RIGHT AND THE STATION ON  THE LEFT.  THE STATION
 DH5455'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC  SURVEY
 DH5455'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DH5455'ABOUT  LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 8.8 M NORTH OF
 DH5455'THE CENTERLINE OF GILLETTE  DRIVE, 33.8 M EAST OF THE CENTERLINE OF
 DH5455'COUNTY HIGHWAY F, 2 M SOUTH OF A CULTIVATED FIELD,  AND 1.0 M WEST AND
 DH5455'EAST OF TWO ORANGE 4X4 PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION
 DH5455'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH5455'HORIZON.
 DH5455
 DH5455                          STATION RECOVERY (2005)
 DH5455
 DH5455'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5455'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5694 ***********************************************************************
 DH5694  DESIGNATION -  MOUNDVILLE S GPS
 DH5694  PID         -  DH5694
 DH5694  STATE/COUNTY-  WI/MARQUETTE
 DH5694  USGS QUAD   -  ENDEAVOR (1984)
 DH5694
 DH5694                         *CURRENT SURVEY CONTROL
 DH5694  ___________________________________________________________________
 DH5694* NAD 83(1997)-  43 38 59.67812(N)    089 28 02.22455(W)     ADJUSTED  
 DH5694* NAVD 88     -                                                        
 DH5694  ___________________________________________________________________
 DH5694  X           -      42,978.261 (meters)                     COMP
 DH5694  Y           -  -4,622,359.372 (meters)                     COMP
 DH5694  Z           -   4,380,169.172 (meters)                     COMP
 DH5694  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 DH5694  ELLIP HEIGHT-         204.03  (meters)          (08/01/05) GPS OBS
 DH5694  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 DH5694
 DH5694  HORZ ORDER  -  FIRST
 DH5694  ELLP ORDER  -  SECOND    CLASS I
 DH5694
 DH5694.The horizontal coordinates were established by GPS observations
 DH5694.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5694
 DH5694
 DH5694.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5694
 DH5694.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5694
 DH5694.The ellipsoidal height was determined by GPS observations
 DH5694.and is referenced to NAD 83.
 DH5694
 DH5694.The geoid height was determined by GEOID03.
 DH5694
 DH5694;                    North         East     Units Scale Factor Converg.
 DH5694;SPC WI S     -   183,427.834   642,974.721   MT  0.99994194   +0 21 57.7
 DH5694;SPC WI S     -   601,796.15  2,109,492.90   sFT  0.99994194   +0 21 57.7
 DH5694;UTM  16      - 4,835,948.453   301,025.232   MT  1.00008700   -1 42 13.0
 DH5694
 DH5694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5694!SPC WI S     -   0.99996801  x   0.99994194  =   0.99990995
 DH5694!UTM  16      -   0.99996801  x   1.00008700  =   1.00005500
 DH5694
 DH5694                          SUPERSEDED SURVEY CONTROL
 DH5694
 DH5694.No superseded survey control is available for this station.
 DH5694
 DH5694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP0102535948(NAD 83)
 DH5694_MARKER: DD = SURVEY DISK
 DH5694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5694_STAMPING: MOUNDVILLE S GPS 1994
 DH5694_MARK LOGO: WIDT  
 DH5694_PROJECTION: FLUSH
 DH5694_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5694_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5694+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2003
 DH5694
 DH5694  HISTORY     - Date     Condition        Report By
 DH5694  HISTORY     - 1994     MONUMENTED       WI-077
 DH5694  HISTORY     - 20030827 GOOD             WIDT
 DH5694
 DH5694                          STATION DESCRIPTION
 DH5694
 DH5694'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5694'OWNERSHIP--MARQUETTE COUNTY.  TO REACH THE STATION FROM THE JUNCTION
 DH5694'OF COUNTY  HIGHWAY O WITH COUNTY HIGHWAY CX ABOUT 3 MI SOUTH OF THE
 DH5694'VILLAGE OF ENDEAVER, GO  SOUTH ON COUNTY HIGHWAY CX FOR 1.5 MI TO
 DH5694'GROUSE DRIVE AND THE STATION ON THE LEFT.  THE  STATION IS A BRONZE
 DH5694'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC CONTROL DISK SET  IN
 DH5694'THE TOP OF A 45-CM DIAMETER CONCRETE POST ABOUT 1 M BELOW THE HIGHWAY
 DH5694'PAVEMENT.   THE STATION IS 12.8 M EAST OF THE CENTERLINE OF COUNTY
 DH5694'HIGHWAY CX, 13.9 M NORTH OF THE  CENTERLINE OF GROUSE DRIVE, 6.7 M
 DH5694'NORTH-NORTHWEST OF A WOOD POST FOR A --STOP-- SIGN,   3.2 M
 DH5694'WEST-SOUTHWEST OF A WHITE PLASTIC WITNESS POST AND 1.0 M NORTH, WEST,
 DH5694'SOUTHEAST OF THREE ORANGE 4X4 PLASTIC WITNESS POSTS.  ---NOTE--- THIS
 DH5694'STATION HAS NO  VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES
 DH5694'ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5503 ***********************************************************************
 DH5503  DESIGNATION -  MOUNDVILLE W GPS
 DH5503  PID         -  DH5503
 DH5503  STATE/COUNTY-  WI/MARQUETTE
 DH5503  USGS QUAD   -  ENDEAVOR (1984)
 DH5503
 DH5503                         *CURRENT SURVEY CONTROL
 DH5503  ___________________________________________________________________
 DH5503* NAD 83(1997)-  43 41 09.37894(N)    089 27 20.15384(W)     ADJUSTED  
 DH5503* NAVD 88     -                                                        
 DH5503  ___________________________________________________________________
 DH5503  X           -      43,894.873 (meters)                     COMP
 DH5503  Y           -  -4,619,594.770 (meters)                     COMP
 DH5503  Z           -   4,383,072.575 (meters)                     COMP
 DH5503  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 DH5503  ELLIP HEIGHT-         215.30  (meters)          (08/01/05) GPS OBS
 DH5503  GEOID HEIGHT-         -35.76  (meters)                     GEOID03
 DH5503
 DH5503  HORZ ORDER  -  FIRST
 DH5503  ELLP ORDER  -  SECOND    CLASS I
 DH5503
 DH5503.The horizontal coordinates were established by GPS observations
 DH5503.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5503
 DH5503
 DH5503.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5503
 DH5503.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5503
 DH5503.The ellipsoidal height was determined by GPS observations
 DH5503.and is referenced to NAD 83.
 DH5503
 DH5503.The geoid height was determined by GEOID03.
 DH5503
 DH5503;                    North         East     Units Scale Factor Converg.
 DH5503;SPC WI S     -   187,436.530   643,891.323   MT  0.99994487   +0 22 26.6
 DH5503;SPC WI S     -   614,948.02  2,112,500.12   sFT  0.99994487   +0 22 26.6
 DH5503;UTM  16      - 4,839,921.982   302,086.193   MT  1.00008181   -1 41 47.9
 DH5503
 DH5503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5503!SPC WI S     -   0.99996624  x   0.99994487  =   0.99991111
 DH5503!UTM  16      -   0.99996624  x   1.00008181  =   1.00004805
 DH5503
 DH5503                          SUPERSEDED SURVEY CONTROL
 DH5503
 DH5503.No superseded survey control is available for this station.
 DH5503
 DH5503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP0208639922(NAD 83)
 DH5503_MARKER: DD = SURVEY DISK
 DH5503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5503_STAMPING: MOUNDVILLE W GPS 2004
 DH5503_MARK LOGO: WIDT  
 DH5503_PROJECTION: FLUSH
 DH5503_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5503+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5503
 DH5503  HISTORY     - Date     Condition        Report By
 DH5503  HISTORY     - 2003     MONUMENTED       WIDT
 DH5503
 DH5503                          STATION DESCRIPTION
 DH5503
 DH5503'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5503'OWNERSHIP--TOWNSHIP OF MOUNDVILLE.  TO REACH THE STATION FROM THE
 DH5503'JUNCTION OF COUNTY HIGHWAY F WITH COUNTY HIGHWAY O ABOUT 6 MI
 DH5503'SOUTHEAST OF THE  VILLAGE OF ENDEAVOR, GO WEST ON COUNTY HIGHWAY O FOR
 DH5503'2.6 MI TO 8TH LANE ON THE RIGHT,  TURN RIGHT AND GO NORTH ON 8TH LANE
 DH5503'FOR 1.1 MI TO GLEN AVENUE, TURN LEFT AND GO WEST  ON GLEN AVENUE FOR
 DH5503'0.1 MI TO THE STATION ON THE LEFT.  THE STATION IS A  BRONZE WISCONSIN
 DH5503'DEPARTMENT OF TRANSPORTATION GEODETIC  SURVEY CONTROL STATION DISK SET
 DH5503'IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT  LEVEL WITH THE
 DH5503'ROAD PAVEMENT.  THE STATION IS 7.2 M SOUTH OF THE CENTERLINE OF GLEN
 DH5503'AVENUE, 19.7 M SOUTHWEST OF A POWERPOLE, 3 M NORTH OF  A CULTIVATED
 DH5503'FIELD, 1.0 M SOUTH OF AN  ORANGE 4X4  PLASTIC WITNESS POST, 0.9 M
 DH5503'NORTHEAST OF AN  ORANGE 4X4  PLASTIC WITNESS POST AND 0.8 M NORTHWEST
 DH5503'OF AN ORANGE 4X4 PLASTIC WITNESS POST.   ---NOTE---THIS  STATION HAS
 DH5503'NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE
 DH5503'HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0041 ***********************************************************************
 QM0041  DESIGNATION -  MOUNT
 QM0041  PID         -  QM0041
 QM0041  STATE/COUNTY-  WI/OCONTO
 QM0041  USGS QUAD   -  MOUNTAIN (1973)
 QM0041
 QM0041                         *CURRENT SURVEY CONTROL
 QM0041  ___________________________________________________________________
 QM0041* NAD 83(1991)-  45 11 08.99998(N)    088 28 27.00558(W)     ADJUSTED  
 QM0041* NAVD 88     -       296.417  (meters)     972.49   (feet)  ADJUSTED  
 QM0041  ___________________________________________________________________
 QM0041  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 QM0041  GEOID HEIGHT-         -35.66  (meters)                     GEOID03
 QM0041  DYNAMIC HT  -         296.386 (meters)     972.39  (feet)  COMP
 QM0041  MODELED GRAV-     980,503.8   (mgal)                       NAVD 88
 QM0041
 QM0041  HORZ ORDER  -  FIRST
 QM0041  VERT ORDER  -  FIRST     CLASS II
 QM0041
 QM0041.The horizontal coordinates were established by classical geodetic methods
 QM0041.and adjusted by the National Geodetic Survey in November 1991..
 QM0041
 QM0041.The orthometric height was determined by differential leveling
 QM0041.and adjusted by the National Geodetic Survey in June 1991..
 QM0041
 QM0041.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0041
 QM0041.The geoid height was determined by GEOID03.
 QM0041
 QM0041.The dynamic height is computed by dividing the NAVD 88
 QM0041.geopotential number by the normal gravity value computed on the
 QM0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0041.degrees latitude (g = 980.6199 gals.).
 QM0041
 QM0041.The modeled gravity was interpolated from observed gravity values.
 QM0041
 QM0041;                    North         East     Units Scale Factor Converg.
 QM0041;SPC WI C     -   151,416.917   719,905.059   MT  0.99995529   +1 04 35.7
 QM0041;SPC WI C     -   496,773.67  2,361,888.51   sFT  0.99995529   +1 04 35.7
 QM0041;UTM  16      - 5,004,651.478   384,189.248   MT  0.99976491   -1 02 45.2
 QM0041
 QM0041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0041!SPC WI C     -   0.99995912  x   0.99995529  =   0.99991441
 QM0041!UTM  16      -   0.99995912  x   0.99976491  =   0.99972404
 QM0041
 QM0041:                Primary Azimuth Mark                     Grid Az
 QM0041:SPC WI C     -  BUCK                                     164 37 06.0
 QM0041:UTM  16      -  BUCK                                     166 44 26.9
 QM0041
 QM0041|---------------------------------------------------------------------|
 QM0041| PID    Reference Object                     Distance      Geod. Az  |
 QM0041|                                                           dddmmss.s |
 QM0041| QM0043 BUCK                                APPROX. 0.9 KM 1654141.7 |
 QM0041|---------------------------------------------------------------------|
 QM0041
 QM0041                          SUPERSEDED SURVEY CONTROL
 QM0041
 QM0041  NAD 83(1986)-  45 11 09.00862(N)    088 28 27.04316(W) AD(       ) 1
 QM0041  NAD 27      -  45 11 09.05700(N)    088 28 26.64100(W) AD(       ) 1
 QM0041  NGVD 29 (??/??/92)  296.418  (m)          972.50   (f) ADJ UNCH    1 2
 QM0041
 QM0041.Superseded values are not recommended for survey control.
 QM0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0041.See file dsdata.txt to determine how the superseded data were derived.
 QM0041
 QM0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8418904651(NAD 83)
 QM0041_MARKER: DS = TRIANGULATION STATION DISK
 QM0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QM0041
 QM0041  HISTORY     - Date     Condition        Report By
 QM0041  HISTORY     - 1921     MONUMENTED       CGS
 QM0041  HISTORY     - 1922     GOOD             NGS
 QM0041  HISTORY     - 1934     GOOD             NGS
 QM0041  HISTORY     - 1973     MARK NOT FOUND   USGS
 QM0041  HISTORY     - 1985     MARK NOT FOUND   NGS
 QM0041
 QM0041                          STATION DESCRIPTION
 QM0041
 QM0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
 QM0041'STATION IS ABOUT 95 METERS N OF THE CHICAGO AND NORTHWESTERN
 QM0041'RAILWAY DEPOT AT MOUNTAIN, 20 METERS NE OF ENGINE COALING
 QM0041'SHED, ALMOST DUE W OF BRICK GARAGE, 18.65 METERS (61.20 FEET)
 QM0041'E OF THE E RAIL OF THE MAIN LINE.
 QM0041'
 QM0041'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 QM0041'DISKS SET IN CONCRETE.
 QM0041
 QM0041                          STATION RECOVERY (1922)
 QM0041
 QM0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 QM0041'IN MOUNTAIN.
 QM0041'ABOUT 95 METERS NORTH OF THE N. AND N.W. RY. DEPOT AT MOUNTAIN,
 QM0041'20 METERS N.E. OF ENGINE COALING SHED, ALMOST DUE WEST OF BRICK
 QM0041'GARAGE, 18.65 METERS (61.20 FEET) EAST OF THE EAST RAIL OF THE
 QM0041'MAIN LINE OF THE C. AND N.W. RY.
 QM0041
 QM0041                          STATION RECOVERY (1934)
 QM0041
 QM0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QM0041'RECOVERED IN GOOD CONDITION.
 QM0041
 QM0041                          STATION RECOVERY (1973)
 QM0041
 QM0041'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (RLJ)
 QM0041'MARK WAS THOUROUGHLY SEARCHED FOR BUT ALL REFERENCES IN
 QM0041'DESCRIPTION ARE GONE AND COULD NOT PIN POINT LOCATION.
 QM0041
 QM0041                          STATION RECOVERY (1985)
 QM0041
 QM0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QM0041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5333 ***********************************************************************
 DH5333  DESIGNATION -  MOUNT HOPE W GPS
 DH5333  PID         -  DH5333
 DH5333  STATE/COUNTY-  WI/GRANT
 DH5333  USGS QUAD   -  BLOOMINGTON (1978)
 DH5333
 DH5333                         *CURRENT SURVEY CONTROL
 DH5333  ___________________________________________________________________
 DH5333* NAD 83(1997)-  42 59 54.09191(N)    090 53 00.84139(W)     ADJUSTED  
 DH5333* NAVD 88     -                                                        
 DH5333  ___________________________________________________________________
 DH5333  X           -     -72,049.510 (meters)                     COMP
 DH5333  Y           -  -4,671,751.343 (meters)                     COMP
 DH5333  Z           -   4,327,582.184 (meters)                     COMP
 DH5333  LAPLACE CORR-          -5.57  (seconds)                    DEFLEC99
 DH5333  ELLIP HEIGHT-         313.45  (meters)          (08/01/05) GPS OBS
 DH5333  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 DH5333
 DH5333  HORZ ORDER  -  FIRST
 DH5333  ELLP ORDER  -  SECOND    CLASS I
 DH5333
 DH5333.The horizontal coordinates were established by GPS observations
 DH5333.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5333
 DH5333
 DH5333.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5333
 DH5333.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5333
 DH5333.The ellipsoidal height was determined by GPS observations
 DH5333.and is referenced to NAD 83.
 DH5333
 DH5333.The geoid height was determined by GEOID03.
 DH5333
 DH5333;                    North         East     Units Scale Factor Converg.
 DH5333;SPC WI S     -   111,289.904   527,955.607   MT  0.99995712   -0 36 25.6
 DH5333;SPC WI S     -   365,123.63  1,732,134.35   sFT  0.99995712   -0 36 25.6
 DH5333;UTM  15      - 4,762,806.002   672,514.358   MT  0.99996613   +1 26 37.4
 DH5333
 DH5333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5333!SPC WI S     -   0.99995085  x   0.99995712  =   0.99990797
 DH5333!UTM  15      -   0.99995085  x   0.99996613  =   0.99991698
 DH5333
 DH5333                          SUPERSEDED SURVEY CONTROL
 DH5333
 DH5333.No superseded survey control is available for this station.
 DH5333
 DH5333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH7251462806(NAD 83)
 DH5333_MARKER: DD = SURVEY DISK
 DH5333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5333_STAMPING: MOUNT HOPE W GPS 2004
 DH5333_MARK LOGO: WIDT  
 DH5333_PROJECTION: FLUSH
 DH5333_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5333+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5333
 DH5333  HISTORY     - Date     Condition        Report By
 DH5333  HISTORY     - 2003     MONUMENTED       WIDT
 DH5333
 DH5333                          STATION DESCRIPTION
 DH5333
 DH5333'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5333'OWNERSHIP--TOWN OF MOUNT HOPE.  TO REACH THE STATION FROM THE JUNCTION
 DH5333'OF US HIGHWAY  18 AND STATE HIGHWAY 33 SOUTH WITH STATE HIGHWAY 133
 DH5333'NORTH ABOUT 11 MI WEST OF THE  CITY OF FENNIMORE, GO NORTH ON STATE
 DH5333'HIGHWAY 133 FOR 0.9 MI TO KUSSMAUL ROAD ON THE  LEFT, TURN LEFT AND GO
 DH5333'NORTHWEST ON KUSSMAUL ROAD FOR 1.3 MI TO THE STATION ON THE  RIGHT.
 DH5333'THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH5333'GEODETIC  SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DH5333'DIAMETER CONCRETE POST ABOUT  LEVEL WITH THE ROAD PAVEMENT.  THE
 DH5333'STATION IS 7.7 M EAST OF THE CENTERLINE OF KUSSMAUL  ROAD, 45.9 M
 DH5333'NORTHEAST OF A POWER POLE, 31.2 SOUTHEAST OF A POWER POLE, 1.7 M WEST
 DH5333'OF A  BARB WIRE FENCE, 1.0 M NORTHEAST OF AN ORANGE 4X4 PLASTIC
 DH5333'WITNESS POST, 1.0 M SOUTHEAST  OF AN ORANGE 4X4 PLASTIC WITNESS POST,
 DH5333'AND 1.0 M WEST OF AN ORANGE 4X4 PLASTIC WITNESS  POST.  ---NOTE---THIS
 DH5333'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15  DEGREES
 DH5333'ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5020 ***********************************************************************
 DH5020  DESIGNATION -  MOUNT IDA C GPS
 DH5020  PID         -  DH5020
 DH5020  STATE/COUNTY-  WI/GRANT
 DH5020  USGS QUAD   -  FENNIMORE (1962)
 DH5020
 DH5020                         *CURRENT SURVEY CONTROL
 DH5020  ___________________________________________________________________
 DH5020* NAD 83(1997)-  42 58 34.81874(N)    090 44 16.42032(W)     ADJUSTED  
 DH5020* NAVD 88     -                                                        
 DH5020  ___________________________________________________________________
 DH5020  X           -     -60,193.202 (meters)                     COMP
 DH5020  Y           -  -4,673,602.560 (meters)                     COMP
 DH5020  Z           -   4,325,806.802 (meters)                     COMP
 DH5020  LAPLACE CORR-          -5.19  (seconds)                    DEFLEC99
 DH5020  ELLIP HEIGHT-         334.25  (meters)          (08/01/05) GPS OBS
 DH5020  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 DH5020
 DH5020  HORZ ORDER  -  FIRST
 DH5020  ELLP ORDER  -  SECOND    CLASS I
 DH5020
 DH5020.The horizontal coordinates were established by GPS observations
 DH5020.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5020
 DH5020
 DH5020.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5020
 DH5020.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5020
 DH5020.The ellipsoidal height was determined by GPS observations
 DH5020.and is referenced to NAD 83.
 DH5020
 DH5020.The geoid height was determined by GEOID03.
 DH5020
 DH5020;                    North         East     Units Scale Factor Converg.
 DH5020;SPC WI S     -   108,728.326   539,811.483   MT  0.99995988   -0 30 25.2
 DH5020;SPC WI S     -   356,719.52  1,771,031.51   sFT  0.99995988   -0 30 25.2
 DH5020;UTM  15      - 4,760,670.132   684,454.685   MT  1.00001858   +1 32 33.0
 DH5020
 DH5020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5020!SPC WI S     -   0.99994758  x   0.99995988  =   0.99990747
 DH5020!UTM  15      -   0.99994758  x   1.00001858  =   0.99996616
 DH5020
 DH5020                          SUPERSEDED SURVEY CONTROL
 DH5020
 DH5020.No superseded survey control is available for this station.
 DH5020
 DH5020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8445560670(NAD 83)
 DH5020_MARKER: DD = SURVEY DISK
 DH5020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5020_STAMPING: MOUNT IDA C GPS 2004
 DH5020_MARK LOGO: WIDT  
 DH5020_PROJECTION: FLUSH
 DH5020_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5020+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2005
 DH5020
 DH5020  HISTORY     - Date     Condition        Report By
 DH5020  HISTORY     - 2003     MONUMENTED       WIDT
 DH5020  HISTORY     - 20051227 GOOD             WIDT
 DH5020
 DH5020                          STATION DESCRIPTION
 DH5020
 DH5020'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5020'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH5020'STATION FROM THE  JUNCTION OF US HIGHWAY 18 WITH COUNTY HIGHWAY K
 DH5020'SOUTH ABOUT 6 MI WEST OF THE CITY OF  FENNIMORE, GO EAST ON US HIGHWAY
 DH5020'18 FOR 1.0 MI TO THE STATION ON THE RIGHT.  THE STATION  IS A BRONZE
 DH5020'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DH5020'SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE
 DH5020'HIGHWAY  PAVEMENT.  THE STATION IS 26.7 M SOUTHEAST OF THE CENTERLINE
 DH5020'OF US HIGHWAY 18, 67 M EAST  OF A POWER POLE, 8 M SOUTHWEST OF A FIELD
 DH5020'ENTRANCE, 6.9 M SOUTH OF A POWER POLE, 1.5 M  NORTHWEST OF A YELLOW
 DH5020'4X4 R/W POST, 1.0 M EAST-NORTEAST OF A WHITE PLASTIC WITNESS  POST,
 DH5020'1.0 M SOUTHWEST OF A WHITE PLASTIC WITNESS POST AND 1.0 M NORTHWEST OF
 DH5020'A WHITE  PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH5020'OBSTRUCTIONS EXTENDING HIGHER  THAN 15 DEGREES ABOVE THE HORIZON.
 DH5020
 DH5020                          STATION RECOVERY (2005)
 DH5020
 DH5020'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5020'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5314 ***********************************************************************
 DH5314  DESIGNATION -  MOUNT IDA S GPS
 DH5314  PID         -  DH5314
 DH5314  STATE/COUNTY-  WI/GRANT
 DH5314  USGS QUAD   -  FENNIMORE (1962)
 DH5314
 DH5314                         *CURRENT SURVEY CONTROL
 DH5314  ___________________________________________________________________
 DH5314* NAD 83(1997)-  42 56 42.94266(N)    090 41 31.26375(W)     ADJUSTED  
 DH5314* NAVD 88     -                                                        
 DH5314  ___________________________________________________________________
 DH5314  X           -     -56,479.180 (meters)                     COMP
 DH5314  Y           -  -4,675,980.467 (meters)                     COMP
 DH5314  Z           -   4,323,260.118 (meters)                     COMP
 DH5314  LAPLACE CORR-          -4.89  (seconds)                    DEFLEC99
 DH5314  ELLIP HEIGHT-         304.84  (meters)          (08/01/05) GPS OBS
 DH5314  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 DH5314
 DH5314  HORZ ORDER  -  FIRST
 DH5314  ELLP ORDER  -  SECOND    CLASS I
 DH5314
 DH5314.The horizontal coordinates were established by GPS observations
 DH5314.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5314
 DH5314
 DH5314.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5314
 DH5314.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5314
 DH5314.The ellipsoidal height was determined by GPS observations
 DH5314.and is referenced to NAD 83.
 DH5314
 DH5314.The geoid height was determined by GEOID03.
 DH5314
 DH5314;                    North         East     Units Scale Factor Converg.
 DH5314;SPC WI S     -   105,244.121   543,524.822   MT  0.99996402   -0 28 31.8
 DH5314;SPC WI S     -   345,288.42  1,783,214.35   sFT  0.99996402   -0 28 31.8
 DH5314;UTM  15      - 4,757,320.700   688,290.473   MT  1.00003617   +1 34 22.4
 DH5314
 DH5314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5314!SPC WI S     -   0.99995220  x   0.99996402  =   0.99991622
 DH5314!UTM  15      -   0.99995220  x   1.00003617  =   0.99998836
 DH5314
 DH5314                          SUPERSEDED SURVEY CONTROL
 DH5314
 DH5314.No superseded survey control is available for this station.
 DH5314
 DH5314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8829057321(NAD 83)
 DH5314_MARKER: DD = SURVEY DISK
 DH5314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5314_STAMPING: MOUNT IDA S GPS 2004
 DH5314_MARK LOGO: WIDT  
 DH5314_PROJECTION: FLUSH
 DH5314_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5314+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5314
 DH5314  HISTORY     - Date     Condition        Report By
 DH5314  HISTORY     - 2003     MONUMENTED       WIDT
 DH5314
 DH5314                          STATION DESCRIPTION
 DH5314
 DH5314'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5314'OWNERSHIP--TOWNSHIP OF MOUNT IDA.  TO REACH THE STATION FROM THE
 DH5314'JUNCTION OF US  HIGHWAY 61 (LINCOLN AVENUE) WITH US HIGHWAY 18 (4TH
 DH5314'STREET) WEST IN THE CITY OF  FENNIMORE, GO WEST ON US HIGHWAY 18 (4TH
 DH5314'STREET) FOR 1.0 MI TO CEMETERY ROAD ON  THE LEFT, TURN LEFT AND GO
 DH5314'SOUTH ON CEMETERY ROAD FOR 0.75 MI TO MT. RIDGE ROAD, TURN  RIGHT AND
 DH5314'GO WEST THEN SOUTH ON MT. RIDGE ROAD FOR 1.5 MI TO WHERE GRAHAM ROAD
 DH5314'GOES  WEST AND MT. RIDGE ROAD GOES SOUTH, TURN LEFT AND GO SOUTH ON
 DH5314'MT. RIDGE ROAD FOR 0.65  MI TO DESERT ROAD ON THE LEFT, CONTINUE SOUTH
 DH5314'ON MT. RIDGE ROAD FOR 0.7 MI TO THE  STATION ON THE RIGHT.  THE
 DH5314'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION  GEODETIC
 DH5314'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DH5314'CONCRETE POST  ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 8.7
 DH5314'M WEST OF THE CENTERLINE OF MT.  RIDGE ROAD, 68 M NORTH OF THE
 DH5314'CENTERLINE OF PRIVATE ENTRANCE --12109-- AND EXTENDED  CENTERLINE OF
 DH5314'TOWNLINE ROAD, 1.0 M EAST OF A BARBED WIRE FENCE, 1.0 M NORTH OF AN
 DH5314'ORANGE  4X4 PLASTIC WITNESS POST AND 1.0 M SOUTH OF AN ORANGE 4X4
 DH5314'PLASTIC WITNESS POST.   ---NOTE---THIS STATION HAS NO VISIBLE
 DH5314'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES  ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5329 ***********************************************************************
 DH5329  DESIGNATION -  MOUNT IDA W GPS
 DH5329  PID         -  DH5329
 DH5329  STATE/COUNTY-  WI/GRANT
 DH5329  USGS QUAD   -  WAUZEKA EAST (1983)
 DH5329
 DH5329                         *CURRENT SURVEY CONTROL
 DH5329  ___________________________________________________________________
 DH5329* NAD 83(1997)-  43 01 45.66914(N)    090 46 52.71960(W)     ADJUSTED  
 DH5329* NAVD 88     -                                                        
 DH5329  ___________________________________________________________________
 DH5329  X           -     -63,678.435 (meters)                     COMP
 DH5329  Y           -  -4,669,433.039 (meters)                     COMP
 DH5329  Z           -   4,330,015.247 (meters)                     COMP
 DH5329  LAPLACE CORR-          -5.33  (seconds)                    DEFLEC99
 DH5329  ELLIP HEIGHT-         189.36  (meters)          (08/01/05) GPS OBS
 DH5329  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 DH5329
 DH5329  HORZ ORDER  -  FIRST
 DH5329  ELLP ORDER  -  SECOND    CLASS I
 DH5329
 DH5329.The horizontal coordinates were established by GPS observations
 DH5329.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5329
 DH5329
 DH5329.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5329
 DH5329.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5329
 DH5329.The ellipsoidal height was determined by GPS observations
 DH5329.and is referenced to NAD 83.
 DH5329
 DH5329.The geoid height was determined by GEOID03.
 DH5329
 DH5329;                    North         East     Units Scale Factor Converg.
 DH5329;SPC WI S     -   114,649.545   536,325.373   MT  0.99995349   -0 32 12.6
 DH5329;SPC WI S     -   376,146.05  1,759,594.16   sFT  0.99995349   -0 32 12.6
 DH5329;UTM  15      - 4,766,463.144   680,758.758   MT  1.00000196   +1 30 51.8
 DH5329
 DH5329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5329!SPC WI S     -   0.99997030  x   0.99995349  =   0.99992380
 DH5329!UTM  15      -   0.99997030  x   1.00000196  =   0.99997226
 DH5329
 DH5329                          SUPERSEDED SURVEY CONTROL
 DH5329
 DH5329.No superseded survey control is available for this station.
 DH5329
 DH5329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8075966463(NAD 83)
 DH5329_MARKER: DD = SURVEY DISK
 DH5329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5329_STAMPING: MOUNT IDA W GPS 2004
 DH5329_MARK LOGO: WIDT  
 DH5329_PROJECTION: FLUSH
 DH5329_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5329+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5329
 DH5329  HISTORY     - Date     Condition        Report By
 DH5329  HISTORY     - 2003     MONUMENTED       WIDT
 DH5329
 DH5329                          STATION DESCRIPTION
 DH5329
 DH5329'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5329'OWNERSHIP--TOWNSHIP OF MOUNT IDA.  TO REACH THE STATION FROM THE
 DH5329'JUNCTION OF COUNTY  HIGHWAY K WITH COUNTY HIGHWAY T ABOUT 7 MI
 DH5329'SOUTHWEST OF THE CITY OF BOSCOBEL, GO  SOUTHEAST ON COUNTY HIGHWAY K
 DH5329'FOR 1.5 MI TO BIG GREEN ROAD ON THE RIGHT, TURN RIGHT  AND GO
 DH5329'SOUTHWEST ON BIG GREEN ROAD FOR 0.1 MI TO THE STATION ON THE RIGHT.
 DH5329'THE STATION  IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH5329'GEODETIC SURVEY CONTROL STATION  DISK SET IN THE TOP OF A 41-CM
 DH5329'DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD  PAVEMENT.  THE
 DH5329'STATION IS 5.3 M NORTHWEST OF THE CENTERLINE OF BIG GREEN ROAD, 98.6 M
 DH5329'SOUTHWEST OF A WOOD POST FOR A --ONE LANE BRIDGE-- SIGN, 91 M
 DH5329'NORTHEAST OF A WOOD POST  FOR A --STOP AHEAD-- SIGN, 1.0 M SOUTHEAST
 DH5329'OF A BARBED WIRE FENCE, 1.0 M SOUTHWEST OF AN  ORANGE 4X4 PLASTIC
 DH5329'WITNESS POST AND 1.0 M NORTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS
 DH5329'POST.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DH5329'HIGHER THAN 15  DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE
 DH5329'NORTHWEST EXTENDING TO 30  DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1075 ***********************************************************************
 PN1075  DESIGNATION -  MOUNT MORRIS
 PN1075  PID         -  PN1075
 PN1075  STATE/COUNTY-  WI/WAUSHARA
 PN1075  USGS QUAD   -  SPRING LAKE (1961)
 PN1075
 PN1075                         *CURRENT SURVEY CONTROL
 PN1075  ___________________________________________________________________
 PN1075* NAD 83(1991)-  44 07 05.24883(N)    089 11 04.62572(W)     ADJUSTED  
 PN1075* NAVD 88     -       345.4    (meters)    1133.     (feet)  VERTCON   
 PN1075  ___________________________________________________________________
 PN1075  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 PN1075  GEOID HEIGHT-         -36.26  (meters)                     GEOID03
 PN1075
 PN1075  HORZ ORDER  -  FIRST
 PN1075
 PN1075.The horizontal coordinates were established by classical geodetic methods
 PN1075.and adjusted by the National Geodetic Survey in November 1991..
 PN1075
 PN1075.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1075
 PN1075.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1075
 PN1075.The geoid height was determined by GEOID03.
 PN1075
 PN1075;                    North         East     Units Scale Factor Converg.
 PN1075;SPC WI S     -   235,631.409   665,268.443   MT  1.00001086   +0 33 36.9
 PN1075;SPC WI S     -   773,067.38  2,182,634.88   sFT  1.00001086   +0 33 36.9
 PN1075;UTM  16      - 4,887,313.298   325,196.677   MT  0.99997582   -1 31 16.3
 PN1075
 PN1075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1075!SPC WI S     -   0.99995153  x   1.00001086  =   0.99996239
 PN1075!UTM  16      -   0.99995153  x   0.99997582  =   0.99992735
 PN1075
 PN1075:                Primary Azimuth Mark                     Grid Az
 PN1075:SPC WI S     -  KING VETERANS HOME WATER TANK            006 41 08.1
 PN1075:UTM  16      -  KING VETERANS HOME WATER TANK            008 46 01.3
 PN1075
 PN1075|---------------------------------------------------------------------|
 PN1075| PID    Reference Object                     Distance      Geod. Az  |
 PN1075|                                                           dddmmss.s |
 PN1075| PN1067 KING VETERANS HOME WATER TANK       APPROX.24.7 KM 0071445.0 |
 PN1075| PN1068 KING VETERANS HOME STACK            APPROX.24.5 KM 0072151.0 |
 PN1075| CJ5777 MOUNT MORRIS RM 1                    24.110 METERS 09520     |
 PN1075| CJ5778 MOUNT MORRIS RM 2                    20.447 METERS 17610     |
 PN1075| OM0982 NESHKORO                            APPROX.22.3 KM 1812313.3 |
 PN1075| PN1079 WAUTOMA DNR RAD MAST                APPROX.12.4 KM 2562646.6 |
 PN1075|---------------------------------------------------------------------|
 PN1075
 PN1075                          SUPERSEDED SURVEY CONTROL
 PN1075
 PN1075  NAD 83(1986)-  44 07 05.24578(N)    089 11 04.63219(W) AD(       ) 1
 PN1075  NAD 27      -  44 07 05.32100(N)    089 11 04.19200(W) AD(       ) 1
 PN1075  NGVD 29 (07/19/86)  345.4    (m)         1133.     (f) VERT ANG       
 PN1075
 PN1075.Superseded values are not recommended for survey control.
 PN1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1075.See file dsdata.txt to determine how the superseded data were derived.
 PN1075
 PN1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP2519787313(NAD 83)
 PN1075_MARKER: DS = TRIANGULATION STATION DISK
 PN1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1075_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PN1075
 PN1075  HISTORY     - Date     Condition        Report By
 PN1075  HISTORY     - 1954     MONUMENTED       CGS
 PN1075  HISTORY     - 1981     GOOD             NGS
 PN1075
 PN1075                          STATION DESCRIPTION
 PN1075
 PN1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 PN1075'THE STATION IS LOCATED ABOUT 6-1/2 MILES NORTHWEST OF RED GRANITE,
 PN1075'6 MILES WEST-SOUTHWEST OF PINE RIVER, 3/4 MILE NORTHEAST OF
 PN1075'MOUNT MORRIS AND ON A HIGH KNOLL KNOWN AS MOUNT MORRIS.  IT IS
 PN1075'39 FEET WEST OF A 2 FOOT OAK TREE WITH A TRIANGLE BLAZE AND 4 FEET
 PN1075'EAST OF A WITNESS POST.  IT PROJECTS 4 INCHES AND THE DISK
 PN1075'IS STAMPED MOUNT MORRIS 1954.
 PN1075'
 PN1075'REFERENCE MARK NO. 1 IS 45 FEET EAST OF A 2 FOOT OAK TREE WITH
 PN1075'A TRIANGLE BLAZE AND 3 FEET BELOW THE LEVEL OF THE STATION.  IT
 PN1075'PROJECTS 4 INCHES AND THE DISK IS STAMPED MOUNT MORRIS NO 1 1954.
 PN1075'
 PN1075'REFERENCE MARK NO. 2 IS 1 FOOT ABOVE THE LEVEL OF THE STATION.
 PN1075'IT PROJECTS 6 INCHES AND IS STAMPED MOUNT MORRIS NO 2 1954.
 PN1075'
 PN1075'NO AZIMUTH MARK WAS SET DUE TO A WOODED AREA.
 PN1075'
 PN1075'TO REACH THE STATION FROM THE POST OFFICE IN PINE RIVER, GO
 PN1075'SOUTH FOR 0.05 MILE TO COUNTY ROUTE H, TURN RIGHT AND GO WEST
 PN1075'ON COUNTY ROUTE H FOR 2.1 MILES TO COUNTY ROUTE W.  TURN LEFT
 PN1075'ON COUNTY ROUTE W AND GO SOUTH AND WEST FOR 4.9 MILES TO AN
 PN1075'ANGLING CROSSROAD, (THIS ROAD IS AT THE EAST EDGE OF A SMALL
 PN1075'CULTIVATED FIELD) TURN SHARP RIGHT AND GO NORTH AND NORTHWEST
 PN1075'ALONG THE EAST EDGE OF A SMALL FIELD FOR 0.1 MILE TO THE EDGE
 PN1075'OF THE WOODS.  CONTINUE NORTHWESTERLY ON THE SAME TRACK ROAD
 PN1075'THROUGH THE WOODS FOR 0.3 MILE TO A FORK, TAKE THE DIM FORK
 PN1075'TO THE RIGHT AND GO NORTHWEST FOR 0.1 MILE TO A WITNESS POST
 PN1075'AND THE STATION AS DESCRIBED.
 PN1075'
 PN1075'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 PN1075
 PN1075                          STATION RECOVERY (1981)
 PN1075
 PN1075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 PN1075'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 PN1075'AND FOUND IN GOOD CONDITION.  THE DIRECTION BETWEEN THE
 PN1075'REFERENCE MARKS AND THE DISTANCE TO REFERENCE MARK 2 COMPARED
 PN1075'FAVORABLY WITH THE 1954 DATA BY D.A.J.  HOWEVER, THE DISTANCE
 PN1075'TO REFERENCE MARK 1 WAS FOUND TO BE 0.024 METER SHORTER THAN
 PN1075'THE 1954 DATA AND WAS VERIFIED.  A NEW AND COMPLETE DESCRIPTION
 PN1075'FOLLOWS.
 PN1075'THE STATION IS LOCATED ABOUT 10.5 KM (6-1/2 MI) NORTHWEST OF
 PN1075'RED GRANITE, 9.7 KM (6 MI) SOUTHWEST OF PINE RIVER, 1.6 KM
 PN1075'(1 MI) NORTHEAST OF THE SMALL COMMUNITY OF MOUNT MORRIS, ON
 PN1075'A HILL LOCALLY KNOWN AS MOUNT MORRIS AND IN THE SW1/4,SEC15,
 PN1075'T20N,R11E OF MOUNT MORRIS TOWNSHIP.
 PN1075'OWNERSHIP--STATE OF WISCONSIN-WAUSHARA COUNTY, MR. JIM
 PN1075'ZELIENKA-PARK DIRECTOR, WAUSHARA COUNTY COURTHOUSE ANNEX,
 PN1075'WAUTOMA WI 54982, PHONE NUMBER (414) 787-4631.
 PN1075'
 PN1075'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 152
 PN1075'AND COUNTY ROUTES G AND W IN THE SMALL COMMUNITY OF MOUNT
 PN1075'MORRIS, GO NORTHWESTERLY ON COUNTY ROUTE G FOR 0.8 KM (0.5 MI)
 PN1075'TO A SIDE ROAD ON THE RIGHT AND SIGN (MOUNT MORRIS HILLS PARK).
 PN1075'TURN RIGHT AND GO NORTHEASTERLY ON THE PAVED PARK ROAD FOR
 PN1075'0.7 KM (0.45 MI) TO A STOP SIGN AND A SIDE ROAD ON THE RIGHT.
 PN1075'CONTINUE AHEAD, NORTHEASTERLY, ON THE PAVED ROAD FOR 0.2 KM
 PN1075'(0.15 MI) TO A FORK (A CIRCLE DRIVE) AND A BASEBALL FIELD ON
 PN1075'THE LEFT.  BEAR RIGHT AND GO ABOUT 100 FEET TO A DIM TRACK
 PN1075'ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST-NORTHEAST ON THE
 PN1075'TRACK ROAD FOR 0.2 KM (0.15 MI) TO A DIM FORK, JUST BEFORE
 PN1075'REACHING THE TOP END OF A SKI LIFT AREA.  BEAR RIGHT AND
 PN1075'FOLLOW THE DIM WOODS ROAD FOR 0.1 KM (0.05 MI) TO A SMALL
 PN1075'CLEARING AND THE STATION SITE.
 PN1075'
 PN1075'THE STATION IS A STANDARD CGS DISK
 PN1075'STAMPED---MOUNT MORRIS 1954---,
 PN1075'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 24 CM ON A SIDE
 PN1075'PROJECTING 13 CM ABOVE THE GROUND.  IT IS LOCATED
 PN1075'6.03 METERS (19.8 FT) NORTHEAST FROM A 20-INCH OAK TREE,
 PN1075'5.79 METERS (19.0 FT) SOUTHEAST FROM A DOUBLE TRUNKED 14-INCH OAK
 PN1075'TREE AND
 PN1075'1.22 METERS (4.0 FT) NORTHEAST FROM A METAL WITNESS POST.
 PN1075'THE UNDERGROUND MARK IS AS DESCRIBED IN THE 1954 DATA BY D.A.J.
 PN1075'
 PN1075'REFERENCE MARK NUMBER 1 IS A STANDARD CGS DISK
 PN1075'STAMPED---MOUNT MORRIS NO 1 1954---,
 PN1075'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 24 CM ON A SIDE
 PN1075'PROJECTING 8 CM ABOVE THE GROUND.  IT IS LOCATED
 PN1075'9.91 METERS (32.5 FT) SOUTH-SOUTHWEST FROM A 20-INCH OAK TREE,
 PN1075'1.98 METERS (6.5 FT) NORTHEAST FROM A DOUBLE TRUNKED OAK TREE AND
 PN1075'0.52 METERS (1.7 FT) NORTHWEST FROM A METAL WITNESS POST.
 PN1075'MARK IS BELOW STATION 0.30 METERS.
 PN1075'
 PN1075'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK
 PN1075'STAMPED---MOUNT MORRIS NO 2 1954---,
 PN1075'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 24 CM ON A SIDE
 PN1075'PROJECTING 8 CM ABOVE THE GROUND.  IT IS LOCATED
 PN1075'10.21 METERS (33.5 FT) SOUTHWEST FROM A DOUBLE TRUNKED OAK TREE,
 PN1075'1.22 METERS (4.0 FT) WEST FROM AN 8-INCH OAK TREE AND
 PN1075'0.52 METERS (1.7 FT) NORTH FROM A METAL WITNESS POST.
 PN1075'MARK IS BELOW STATION 0.30 METERS.
 PN1075'
 PN1075'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE TREES ARE
 PN1075'ON THE LINE-OF-SIGHT.
 PN1075'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.2 METERS.
 PN1075'
 PN1075'NO SUITABLE LOCATION WAS FOUND TO ESTABLISH AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4924 ***********************************************************************
 DG4924  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4924  DESIGNATION -  MOUNT PLEASANT C GPS
 DG4924  PID         -  DG4924
 DG4924  STATE/COUNTY-  WI/GREEN
 DG4924  USGS QUAD   -  MONTICELLO (1981)
 DG4924
 DG4924                         *CURRENT SURVEY CONTROL
 DG4924  ___________________________________________________________________
 DG4924* NAD 83(1997)-  42 42 43.79988(N)    089 33 06.15664(W)     ADJUSTED  
 DG4924* NAVD 88     -       270.51   (meters)     887.5    (feet)  GPS OBS   
 DG4924  ___________________________________________________________________
 DG4924  X           -      36,725.135 (meters)                     COMP
 DG4924  Y           -  -4,693,731.979 (meters)                     COMP
 DG4924  Z           -   4,304,222.402 (meters)                     COMP
 DG4924  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 DG4924  ELLIP HEIGHT-         236.82  (meters)          (04/02/04) GPS OBS
 DG4924  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 DG4924
 DG4924  HORZ ORDER  -  FIRST
 DG4924  ELLP ORDER  -  FOURTH    CLASS I
 DG4924
 DG4924.The horizontal coordinates were established by GPS observations
 DG4924.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4924
 DG4924.The orthometric height was determined by GPS observations and a
 DG4924.high-resolution geoid model using precise GPS observation and
 DG4924.processing techniques.
 DG4924
 DG4924.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4924
 DG4924.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4924
 DG4924.The ellipsoidal height was determined by GPS observations
 DG4924.and is referenced to NAD 83.
 DG4924
 DG4924.The geoid height was determined by GEOID03.
 DG4924
 DG4924;                    North         East     Units Scale Factor Converg.
 DG4924;SPC WI S     -    79,214.533   636,724.130   MT  1.00000433   +0 18 28.9
 DG4924;SPC WI S     -   259,889.68  2,088,985.75   sFT  1.00000433   +0 18 28.9
 DG4924;UTM  16      - 4,732,009.549   291,040.493   MT  1.00013722   -1 43 53.4
 DG4924
 DG4924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4924!SPC WI S     -   0.99996286  x   1.00000433  =   0.99996719
 DG4924!UTM  16      -   0.99996286  x   1.00013722  =   1.00010008
 DG4924
 DG4924                          SUPERSEDED SURVEY CONTROL
 DG4924
 DG4924.No superseded survey control is available for this station.
 DG4924
 DG4924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9104032010(NAD 83)
 DG4924_MARKER: DD = SURVEY DISK
 DG4924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4924_STAMPING: MOUNT PLEASANT C GPS 2002
 DG4924_MARK LOGO: WIDT  
 DG4924_PROJECTION: FLUSH
 DG4924_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4924_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4924+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2004
 DG4924
 DG4924  HISTORY     - Date     Condition        Report By
 DG4924  HISTORY     - 2001     MONUMENTED       WIDT
 DG4924  HISTORY     - 20040413 GOOD             USPSQD
 DG4924
 DG4924                          STATION DESCRIPTION
 DG4924
 DG4924'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4924'THE STATION IS LOCATED ABOUT 14 KM NORTHEAST OF MONROE, 9 KM WEST OF
 DG4924'ALBANY AND 5 KM SOUTHEAST OF MONTICELLO.  OWNERSHIP--GREEN COUNTY.  TO
 DG4924'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 11 AND STATE
 DG4924'HIGHWAY 81 WITH STATE HIGHWAY 69 NORTH IN THE CITY OF MONROE, GO NORTH
 DG4924'ON STATE HIGHWAY 69 FOR 16.0 KM TO COUNTY HIGHWAY F (FORMERLY STATE
 DG4924'HIGHWAY 39) ON THE RIGHT, TURN RIGHT AND GO EAST AND THEN SOUTH ON
 DG4924'COUNTY HIGHWAY F FOR 4.3 KM TO RIVER ROAD ON THE LEFT, CONTINUE
 DG4924'SOUTHEAST AND THEN EAST ON COUNTY HIGHWAY F FOR 2.4 KM TO THE STATION
 DG4924'ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DG4924'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DG4924'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT 0.5 M
 DG4924'ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 14.6 M NORTH OF THE
 DG4924'CENTERLINE OF COUNTY HIGHWAY F, 55.6 M WEST OF A TELEPHONE PEDESTAL
 DG4924'--8A26 1 5-- , 32.4 M NORTHEAST OF A POWER POLE --CPT 8797 38A 5/40--
 DG4924', 28.4 M EAST OF THE CENTERLINE OF PURINTUN ROAD WITH THE JUNCTION OF
 DG4924'COUNTY HIGHWAY F, AND 12.6 M NORTHWEST OF THE CENTER POST OF A METAL
 DG4924'GUARDRAIL.  ---NOTE---THE STATION IS NORTHWEST AND NORTHEAST OF AN
 DG4924'ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE2---THIS STATION HAS NO
 DG4924'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DG4924'HORIZON.
 DG4924' 
 DG4924'
 DG4924
 DG4924                          STATION RECOVERY (2004)
 DG4924
 DG4924'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DG4924'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4925 ***********************************************************************
 DG4925  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4925  DESIGNATION -  MOUNT PLEASANT S GPS
 DG4925  PID         -  DG4925
 DG4925  STATE/COUNTY-  WI/RACINE
 DG4925  USGS QUAD   -  RACINE SOUTH (1976)
 DG4925
 DG4925                         *CURRENT SURVEY CONTROL
 DG4925  ___________________________________________________________________
 DG4925* NAD 83(1997)-  42 40 10.21430(N)    087 52 08.65460(W)     ADJUSTED  
 DG4925* NAVD 88     -       203.71   (meters)     668.3    (feet)  GPS OBS   
 DG4925  ___________________________________________________________________
 DG4925  X           -     174,650.758 (meters)                     COMP
 DG4925  Y           -  -4,693,791.176 (meters)                     COMP
 DG4925  Z           -   4,300,692.858 (meters)                     COMP
 DG4925  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 DG4925  ELLIP HEIGHT-         169.02  (meters)          (04/02/04) GPS OBS
 DG4925  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 DG4925
 DG4925  HORZ ORDER  -  FIRST
 DG4925  ELLP ORDER  -  FOURTH    CLASS I
 DG4925
 DG4925.The horizontal coordinates were established by GPS observations
 DG4925.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4925
 DG4925.The orthometric height was determined by GPS observations and a
 DG4925.high-resolution geoid model using precise GPS observation and
 DG4925.processing techniques.
 DG4925
 DG4925.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4925
 DG4925.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4925
 DG4925.The ellipsoidal height was determined by GPS observations
 DG4925.and is referenced to NAD 83.
 DG4925
 DG4925.The geoid height was determined by GEOID03.
 DG4925
 DG4925;                    North         East     Units Scale Factor Converg.
 DG4925;SPC WI S     -    76,608.447   774,669.749   MT  1.00001348   +1 27 51.0
 DG4925;SPC WI S     -   251,339.55  2,541,562.33   sFT  1.00001348   +1 27 51.0
 DG4925;UTM  16      - 4,724,480.916   428,784.779   MT  0.99966239   -0 35 20.6
 DG4925
 DG4925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4925!SPC WI S     -   0.99997349  x   1.00001348  =   0.99998697
 DG4925!UTM  16      -   0.99997349  x   0.99966239  =   0.99963589
 DG4925
 DG4925                          SUPERSEDED SURVEY CONTROL
 DG4925
 DG4925.No superseded survey control is available for this station.
 DG4925
 DG4925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2878524481(NAD 83)
 DG4925_MARKER: DD = SURVEY DISK
 DG4925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4925_STAMPING: MOUNT PLEASANT S GPS 2002
 DG4925_MARK LOGO: WIDT  
 DG4925_PROJECTION: FLUSH
 DG4925_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4925+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4925
 DG4925  HISTORY     - Date     Condition        Report By
 DG4925  HISTORY     - 2001     MONUMENTED       WIDT
 DG4925
 DG4925                          STATION DESCRIPTION
 DG4925
 DG4925'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4925'THE STATION IS LOCATED ABOUT 10 KM NORTHWEST OF KENOSHA AND 10 KM
 DG4925'SOUTHWEST OF RACINE.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 DG4925'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 DG4925'HIGHWAY 94 WITH STATE HIGHWAY 11 ABOUT 14 KM WEST-SOUTHWEST OF RACINE,
 DG4925'GO EAST ON STATE HIGHWAY 11 FOR 3.2 KM TO COUNTY HIGHWAY H (WEST ROAD)
 DG4925'ON THE RIGHT, TURN RIGHT AND GO SOUTH ON COUNTY HIGHWAY H (WEST ROAD)
 DG4925'FOR 3.2 KM TO COUNTY HIGHWAY KR, TURN LEFT AND GO EAST ON COUNTY
 DG4925'HIGHWAY KR FOR 3.7 KM TO STATE HIGHWAY 31, TURN LEFT AND GO NORTH ON
 DG4925'STATE HIGHWAY 31 FOR 0.1 KM TO THE STATION ON THE LEFT.  THE STATION
 DG4925'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DG4925'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DG4925'SET TO A DEPTH OF 2.4 M AND ABOUT 1 M BELOW THE HIGHWAY PAVEMENT.  THE
 DG4925'STATION IS 21.7 M WEST OF THE CENTERLINE OF STATE HIGHWAY 31, 41.9 M
 DG4925'SOUTHWEST OF CENTER OF MANHOLE COVER, 19.4 M NORTHEAST OF --R/W--
 DG4925'POST, 16.8 M NORTH OF CENTER OF MANHOLE COVER, AND 3 M EAST OF
 DG4925'CULTIVATED FIELD.  ---NOTE---THE STATION IS SOUTHWEST, NORTHWEST  AND
 DG4925'EAST OF AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE2---THIS STATION
 DG4925'HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DG4925'HORIZON.
 DG4925' 
 DG4925'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4926 ***********************************************************************
 DG4926  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4926  DESIGNATION -  MOUNT PLEASANT W GPS
 DG4926  PID         -  DG4926
 DG4926  STATE/COUNTY-  WI/GREEN
 DG4926  USGS QUAD   -  MONTICELLO (1981)
 DG4926
 DG4926                         *CURRENT SURVEY CONTROL
 DG4926  ___________________________________________________________________
 DG4926* NAD 83(1997)-  42 41 03.77043(N)    089 35 21.74082(W)     ADJUSTED  
 DG4926* NAVD 88     -       302.49   (meters)     992.4    (feet)  GPS OBS   
 DG4926  ___________________________________________________________________
 DG4926  X           -      33,654.963 (meters)                     COMP
 DG4926  Y           -  -4,695,871.850 (meters)                     COMP
 DG4926  Z           -   4,301,975.542 (meters)                     COMP
 DG4926  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 DG4926  ELLIP HEIGHT-         268.85  (meters)          (04/02/04) GPS OBS
 DG4926  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 DG4926
 DG4926  HORZ ORDER  -  FIRST
 DG4926  ELLP ORDER  -  FOURTH    CLASS I
 DG4926
 DG4926.The horizontal coordinates were established by GPS observations
 DG4926.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4926
 DG4926.The orthometric height was determined by GPS observations and a
 DG4926.high-resolution geoid model using precise GPS observation and
 DG4926.processing techniques.
 DG4926
 DG4926.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4926
 DG4926.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4926
 DG4926.The ellipsoidal height was determined by GPS observations
 DG4926.and is referenced to NAD 83.
 DG4926
 DG4926.The geoid height was determined by GEOID03.
 DG4926
 DG4926;                    North         East     Units Scale Factor Converg.
 DG4926;SPC WI S     -    76,112.003   633,654.043   MT  1.00001023   +0 16 55.7
 DG4926;SPC WI S     -   249,710.80  2,078,913.31   sFT  1.00001023   +0 16 55.7
 DG4926;UTM  16      - 4,729,017.798   287,861.529   MT  1.00015370   -1 45 22.1
 DG4926
 DG4926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4926!SPC WI S     -   0.99995784  x   1.00001023  =   0.99996807
 DG4926!UTM  16      -   0.99995784  x   1.00015370  =   1.00011153
 DG4926
 DG4926                          SUPERSEDED SURVEY CONTROL
 DG4926
 DG4926.No superseded survey control is available for this station.
 DG4926
 DG4926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8786229018(NAD 83)
 DG4926_MARKER: DD = SURVEY DISK
 DG4926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4926_STAMPING: MOUNT PLEASANT W GPS 2002
 DG4926_MARK LOGO: WIDT  
 DG4926_PROJECTION: FLUSH
 DG4926_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4926+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DG4926
 DG4926  HISTORY     - Date     Condition        Report By
 DG4926  HISTORY     - 2001     MONUMENTED       WIDT
 DG4926  HISTORY     - 20040413 GOOD             USPSQD
 DG4926  HISTORY     - 2005     GOOD             WIDT
 DG4926
 DG4926                          STATION DESCRIPTION
 DG4926
 DG4926'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4926'THE STATION IS LOCATED ABOUT 12 KM SOUTHWEST OF ALBANY, 10 KM NORTH OF
 DG4926'MONROE AND 7 KM SOUTH OF MONTICELLO.  OWNERSHIP--TOWN OF MOUNT
 DG4926'PLEASANT.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 11
 DG4926'AND STATE HIGHWAY 81 WITH STATE HIGHWAY 69 NORTH IN THE CITY OF
 DG4926'MONROE, GO NORTH ON STATE HIGHWAY 69 FOR 7.6 KM TO ALLISON ROAD ON THE
 DG4926'RIGHT, TURN RIGHT AND GO EAST ON ALLISON ROAD FOR 1.3 KM TO GUTZMER
 DG4926'ROAD, TURN LEFT AND GO NORTH ON GUTZMER ROAD FOR 0.3 KM TO SULZNER
 DG4926'ROAD ON THE RIGHT, TURN RIGHT AND GO EAST ON SULZNER ROAD FOR 1.0 KM
 DG4926'TO FIELD ROAD, TURN RIGHT AND GO SOUTH ON FIELD ROAD FOR 0.3 KM TO THE
 DG4926'STATION ON THE LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DG4926'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DG4926'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.8 M AND ABOUT LEVEL
 DG4926'WITH THE ROAD PAVEMENT. THE STATION IS 5.2 M EAST OF THE CENTERLINE OF
 DG4926'FIELD ROAD, 0.2 KM NORTH OF WITT ROAD, 48 M NORTHEAST OF TELEPHONE
 DG4926'POLE --3-8-31  33/3-- , 31 M SOUTHEAST OF SOUTHERN MOST POST OF A
 DG4926'GATED FIELD ENTRANCE, AND 2 M WEST OF A CULTIVATED FIELD.
 DG4926'---NOTE---THE STATION IS SOUTHEAST, NORTHEAST AND WEST OF AN ORANGE
 DG4926'4X4 PLASTIC WITNESS POST.  ---NOTE2---THIS STATION HAS NO VISIBLE
 DG4926'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DG4926' 
 DG4926'
 DG4926
 DG4926                          STATION RECOVERY (2004)
 DG4926
 DG4926'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 DG4926'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS ON FELDT ROAD (NOT
 DG4926'FIELD ROAD).
 DG4926
 DG4926                          STATION RECOVERY (2005)
 DG4926
 DG4926'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DJH)
 DG4926'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0617 ***********************************************************************
 QM0617  DESIGNATION -  MOUNTAIN LOOKOUT
 QM0617  PID         -  QM0617
 QM0617  STATE/COUNTY-  WI/OCONTO
 QM0617  USGS QUAD   -  MOUNTAIN (1973)
 QM0617
 QM0617                         *CURRENT SURVEY CONTROL
 QM0617  ___________________________________________________________________
 QM0617* NAD 83(1991)-  45 12 14.65686(N)    088 24 31.20442(W)     ADJUSTED  
 QM0617* NAVD 88     -                                                        
 QM0617  ___________________________________________________________________
 QM0617  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 QM0617  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 QM0617
 QM0617  HORZ ORDER  -  THIRD
 QM0617
 QM0617.The horizontal coordinates were established by classical geodetic methods
 QM0617.and adjusted by the National Geodetic Survey in November 1991..
 QM0617
 QM0617
 QM0617.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0617
 QM0617.The geoid height was determined by GEOID03.
 QM0617
 QM0617;                    North         East     Units Scale Factor Converg.
 QM0617;SPC WI C     -   153,542.125   725,011.936   MT  0.99995706   +1 07 22.1
 QM0617;SPC WI C     -   503,746.12  2,378,643.33   sFT  0.99995706   +1 07 22.1
 QM0617;UTM  16      - 5,006,585.704   389,370.303   MT  0.99975049   -0 59 59.0
 QM0617
 QM0617                          SUPERSEDED SURVEY CONTROL
 QM0617
 QM0617  NAD 83(1986)-  45 12 14.66111(N)    088 24 31.21658(W) AD(       ) 4
 QM0617  NAD 27      -  45 12 14.76100(N)    088 24 30.84000(W) AD(       ) 3
 QM0617
 QM0617.Superseded values are not recommended for survey control.
 QM0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0617.See file dsdata.txt to determine how the superseded data were derived.
 QM0617
 QM0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR8937006586(NAD 83)
 QM0617_MARKER: 57 = LOOKOUT TOWER
 QM0617
 QM0617  HISTORY     - Date     Condition        Report By
 QM0617  HISTORY     - 1934     FIRST OBSERVED   CGS
 QM0617  HISTORY     - 20010331 GOOD             NGS
 QM0617  HISTORY     - 20021001 GOOD             USPSQD
 QM0617  HISTORY     - 20021210 GOOD             USPSQD
 QM0617  HISTORY     - 20040325 GOOD             USPSQD
 QM0617
 QM0617                          STATION DESCRIPTION
 QM0617
 QM0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QM0617'THIS STATION IS THE CENTER OF THE MOUNTAIN FIRE LOOKOUT TOWER
 QM0617'IN THE NICOLET NATIONAL FOREST.  IT IS A STANDARD SQUARE
 QM0617'SKELETON STEEL TOWER WITH AN ENCLOSED CABIN AT THE TOP.  IT
 QM0617'IS VERY PROMINENT.  IT WAS ERECTED IN 1932 AND IS 73 FEET
 QM0617'HIGH.
 QM0617'
 QM0617'THE TOWER IS ABOUT 3-1/4 MILES EAST-NORTHEAST OF MOUNTAIN,
 QM0617'NEAR THE SOUTH BOUNDARY OF THE NATIONAL FOREST, ON THE HIGHEST
 QM0617'POINT OF A PROMINENT HILL, NEAR THE SOUTHWEST CORNER OF SEC.
 QM0617'32, T. 32 N, R. 17 E.
 QM0617'
 QM0617'THE TOWER IS OWNED BY THE WISCONSIN CONSERVATION COMMISSION.
 QM0617'THE STATION WAS NOT VISITED FOR A COMPLETE DESCRIPTION.
 QM0617
 QM0617                          STATION RECOVERY (2001)
 QM0617
 QM0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QM0617'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QM0617
 QM0617                          STATION RECOVERY (2002)
 QM0617
 QM0617'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QM0617'RECOVERED IN GOOD CONDITION.
 QM0617
 QM0617                          STATION RECOVERY (2002)
 QM0617
 QM0617'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 QM0617'SITE NOT VISITED, BUT RANGER IN RANGER STATION
 QM0617'STATED THAT THE MOUNTAIN LOOKOUT TOWER WAS STILL
 QM0617'PRESENT.
 QM0617
 QM0617                          STATION RECOVERY (2004)
 QM0617
 QM0617'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0617'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0755 ***********************************************************************
 PO0755  DESIGNATION -  MOY
 PO0755  PID         -  PO0755
 PO0755  STATE/COUNTY-  WI/BUFFALO
 PO0755  USGS QUAD   -  TARRANT (1972)
 PO0755
 PO0755                         *CURRENT SURVEY CONTROL
 PO0755  ___________________________________________________________________
 PO0755* NAD 83(1991)-  44 30 49.57080(N)    091 46 09.50266(W)     ADJUSTED  
 PO0755* NAVD 88     -       405.2    (meters)    1329.     (feet)  VERTCON   
 PO0755  ___________________________________________________________________
 PO0755  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 PO0755  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 PO0755
 PO0755  HORZ ORDER  -  FIRST
 PO0755
 PO0755.The horizontal coordinates were established by classical geodetic methods
 PO0755.and adjusted by the National Geodetic Survey in March 1999..
 PO0755
 PO0755.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0755
 PO0755.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0755
 PO0755.The geoid height was determined by GEOID03.
 PO0755
 PO0755;                    North         East     Units Scale Factor Converg.
 PO0755;SPC WI C     -    77,141.171   459,337.641   MT  0.99996060   -1 14 54.2
 PO0755;SPC WI C     -   253,087.33  1,507,010.24   sFT  0.99996060   -1 14 54.2
 PO0755;UTM  15      - 4,929,675.232   597,814.491   MT  0.99971766   +0 51 46.4
 PO0755
 PO0755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0755!SPC WI C     -   0.99994126  x   0.99996060  =   0.99990186
 PO0755!UTM  15      -   0.99994126  x   0.99971766  =   0.99965894
 PO0755
 PO0755|---------------------------------------------------------------------|
 PO0755| PID    Reference Object                     Distance      Geod. Az  |
 PO0755|                                                           dddmmss.s |
 PO0755| CJ5782 MOY RM 3                             34.833 METERS 06348     |
 PO0755| CJ5780 MOY RM 1                             30.870 METERS 06403     |
 PO0755| CJ5779 MOY AZ MK                                          1403130.9 |
 PO0755| CJ5781 MOY RM 2                             26.815 METERS 27625     |
 PO0755|---------------------------------------------------------------------|
 PO0755
 PO0755                          SUPERSEDED SURVEY CONTROL
 PO0755
 PO0755  NAD 83(1991)-  44 30 49.56738(N)    091 46 09.50204(W) AD(       ) 1
 PO0755  NAD 83(1986)-  44 30 49.56316(N)    091 46 09.51090(W) AD(       ) 1
 PO0755  NAD 27      -  44 30 49.68800(N)    091 46 08.94300(W) AD(       ) 1
 PO0755  NGVD 29 (07/19/86)  405.2    (m)         1329.     (f) VERT ANG       
 PO0755
 PO0755.Superseded values are not recommended for survey control.
 PO0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0755.See file dsdata.txt to determine how the superseded data were derived.
 PO0755
 PO0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK9781429675(NAD 83)
 PO0755_MARKER: DS = TRIANGULATION STATION DISK
 PO0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0755_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PO0755
 PO0755  HISTORY     - Date     Condition        Report By
 PO0755  HISTORY     - 1934     MONUMENTED       CGS
 PO0755  HISTORY     - 1972     GOOD             NGS
 PO0755  HISTORY     - 1974     GOOD             NGS
 PO0755
 PO0755                          STATION DESCRIPTION
 PO0755
 PO0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 PO0755'THIS STATION IS ABOUT 6 MILES SOUTHWEST OF MONDOVI, 4 MILES
 PO0755'NORTHEAST OF MODENA, AND 13 MILES SOUTHEAST OF DURAND, IN THE
 PO0755'SOUTHEAST QUARTER SEC. 31, T. 24 N., R. 11 W., ON LAND
 PO0755'OWNED BY JOHN MOY AND OCCUPIED BY KNUTE URNESS.  THE STATION
 PO0755'MARK IS IN AN OLD FENCE LINE, 0.1 MILE EAST OF DIRT ROAD,
 PO0755'18 FEET SOUTH OF CENTER LINE OF LANE, 90 FEET WEST OF SMALL
 PO0755'GROVE, AND PROJECTS 4 INCHES.
 PO0755'
 PO0755'TO REACH FROM MONDOVI FROM THE INTERSECTION OF STATE HIGHWAYS
 PO0755'37 AND 34, GO SOUTH ON HIGHWAY 37 FOR 6.2 MILES TO DIRT ROAD
 PO0755'UP HILL TO RIGHT.  FOLLOW DIRT ROAD 0.95 MILE TO T-ROAD,
 PO0755'THENCE RIGHT ON DIRT ROAD, 2.75 MILES UP MAIN VALLEY (THE
 PO0755'ONE WITH FARMHOUSES) TO T-ROAD, THENCE RIGHT 0.75 MILE TO LANE
 PO0755'TO RIGHT JUST NORTH OF A ROW OF TREES.  TURN RIGHT ON LANE AND
 PO0755'GO 0.1 MILE TO STATION ON SOUTH SIDE OF LANE.
 PO0755'
 PO0755'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, 6 INCHES
 PO0755'SOUTH OF FENCE LINE, 15 FEET NORTH OF CENTER LINE OF LANE,
 PO0755'AND PROJECTS 5 INCHES.  THE DISTANCE BETWEEN REFERENCE MARKS
 PO0755'IS 181.74 FEET.
 PO0755'
 PO0755'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 15 FEET SOUTH
 PO0755'OF CENTER LINE OF LANE, 25 FEET EAST OF THE EAST EDGE OF
 PO0755'ROW OF TREES, AND PROJECTS 6 INCHES.
 PO0755'
 PO0755'THE AZIMUTH MARK IS SOUTHEAST OF THE STATION, IN THE SOUTHEAST
 PO0755'CORNER OF LARGE FIELD AT THE WEST EDGE OF WOODS, 9 FEET
 PO0755'NORTH-NORTHWEST OF A QUADRUPLET CHERRY TREE, AND PROJECTS 6
 PO0755'INCHES.
 PO0755'
 PO0755'AN 87-FOOT SIGNAL AT KINSCHE IS VISIBLE FROM THE GROUND.
 PO0755'
 PO0755'A 60-FOOT SIGNAL AT IBERG COMES INTO VIEW AT 25 FEET.
 PO0755'
 PO0755'A 60-FOOT SIGNAL AT ROEMER COMES INTO VIEW AT 20 FEET.
 PO0755'
 PO0755'A 60-FOOT SIGNAL AT ROHRSCHEIB COMES INTO VIEW AT 25 FEET.
 PO0755'
 PO0755'A 74-FOOT SIGNAL AT SATHER COMES INTO VIEW AT 45 FEET.
 PO0755'
 PO0755'A 60-FOOT SIGNAL AT THOMPSON COMES INTO VIEW AT 50 FEET.
 PO0755'
 PO0755'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 PO0755'BRONZE DISKS SET IN CONCRETE.
 PO0755
 PO0755                          STATION RECOVERY (1972)
 PO0755
 PO0755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JLA)
 PO0755'STATION IS OK.
 PO0755'
 PO0755'REFERENCE MARK NO. 1 IS DESTROYED.
 PO0755'
 PO0755'REFERENCE MARK NO. 2 IS OK.
 PO0755'
 PO0755'AZIMUTH MARK NOT VISITED.
 PO0755'
 PO0755'DISTANCE TO REFERENCE MARK NO. 2 MISSED +0.03 FT.
 PO0755'
 PO0755'DIRECTION TO REFERENCE MARK NO. 2 MISSED -40.56.
 PO0755'
 PO0755'THE OLD DESCRIPTION IS ADEQUATE.
 PO0755
 PO0755                          STATION RECOVERY (1974)
 PO0755
 PO0755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 PO0755'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 PO0755'FOUND IN GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND UPROOTED
 PO0755'AND THE DISK GONE.  THE LINE OF SIGHT TO THE AZIMUTH MARK IS
 PO0755'OBSTRUCTED BY TALL CORN.  REFERENCE MARK 3 WAS SET.  THE
 PO0755'DISTANCE TO REFERENCE MARK 2 CHECKED.  A NEW DESCRIPTION
 PO0755'FOLLOWS--
 PO0755'
 PO0755'THE STATION IS 1 FOOT NORTH OF A METAL WITNESS POST, 11 FEET
 PO0755'EAST OF THE CENTERLINE OF A FIELD ENTRANCE, 33 FEET SOUTH OF
 PO0755'THE CENTERLINE OF GRAVELED ROAD AND 117 FEET EAST OF A 30
 PO0755'INCH OAK TREE.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK
 PO0755'IS STAMPED MOY 1934.
 PO0755'
 PO0755'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 10
 PO0755'AND STATE HIGHWAY 37 IN MONDOVI, GO SOUTH ON HIGHWAY 37 FOR
 PO0755'6.35 MILES TO A ROAD RIGHT.  TURN RIGHT AND GO WESTERLY ON
 PO0755'COUNTY RD, D FOR 1.05 MILES TO A T-ROAD.  TURN RIGHT AND GO
 PO0755'NORTH ON PAVED ROAD FOR 1.25 MILES TO A SHARP CURVE TO THE LEFT.
 PO0755'CONTINUE WEST ON THE PAVED ROAD FOR 0.15 MILE TO A SIDE ROAD
 PO0755'RIGHT AND A GRAVELED ROAD AHEAD.  CONTINUE WEST ON THE GRAVELED
 PO0755'ROAD FOR 1.4 MILES.  TURN RIGHT AND GO NORTH ON THE GRAVELED
 PO0755'ROAD FOR 0.75 MILE TO A ROAD FORK.  TAKE THE RIGHT FORK AND
 PO0755'GO EAST ON THE GRAVELED ROAD FOR 0.15 MILE TO A FIELD
 PO0755'ENTRANCE AND THE STATION ON THE RIGHT.
 PO0755'
 PO0755'REFERENCE MARK 1 IS 2 FEET NORTH OF A METAL WITNESS POST,
 PO0755'23 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND 29 FEET EAST
 PO0755'OF THE 30 INCH OAK TREE.  THE MONUMENT PROJECTS 6 INCHES AND
 PO0755'THE DISK IS STAMPED MOY NO 2 1934.
 PO0755'
 PO0755'REFERENCE MARK 3 IS A STANDARD DISK STAMPED MOY 1934 NO 3 1974
 PO0755'SET IN THE TOP AND DRILL HOLE OF OUTCROPPING BEDROCK, 16 FEET
 PO0755'NORTH OF THE CENTERLINE OF THE ROAD, 50 FEET NORTHEAST OF A
 PO0755'24 INCH OAK TREE AND 61 FEET NORTHWEST OF AN 18 INCH OAK TREE.
 PO0755'
 PO0755'THE AZIMUTH MARK IS 6 FEET EAST OF THE EAST EDGE OF CULTIVATED
 PO0755'FIELD, 7 FEET NORTH OF A TWIN TRUNK 10 INCH WILD CHERRY TREE,
 PO0755'16 FEET SOUTHWEST OF A 16 INCH OAK TREE, 0.35 MILE SOUTHEAST
 PO0755'ACROSS CULTIVATED FIELD NEAR THE SOUTHEAST CORNER.  THE MONUMENT
 PO0755'PROJECTS 4 INCHES AND THE DISK IS STAMPED MOY 1934 AZIMUTH.
 PO0755'(NOTE 11B).
 PO0755'
 PO0755'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 PO0755'
 PO0755'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6
 PO0755'MILES SOUTHWEST OF MONDOVI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1254 ***********************************************************************
 PN1254  DESIGNATION -  MOZUCH
 PN1254  PID         -  PN1254
 PN1254  STATE/COUNTY-  WI/PORTAGE
 PN1254  USGS QUAD   -  NEW HOPE (1986)
 PN1254
 PN1254                         *CURRENT SURVEY CONTROL
 PN1254  ___________________________________________________________________
 PN1254* NAD 83(1991)-  44 30 13.97669(N)    089 17 39.93376(W)     ADJUSTED  
 PN1254* NAVD 88     -       344.8    (meters)    1131.     (feet)  VERTCON   
 PN1254  ___________________________________________________________________
 PN1254  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 PN1254  GEOID HEIGHT-         -36.08  (meters)                     GEOID03
 PN1254
 PN1254  HORZ ORDER  -  SECOND
 PN1254
 PN1254.The horizontal coordinates were established by classical geodetic methods
 PN1254.and adjusted by the National Geodetic Survey in November 1991..
 PN1254
 PN1254.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1254
 PN1254.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1254
 PN1254.The geoid height was determined by GEOID03.
 PN1254
 PN1254;                    North         East     Units Scale Factor Converg.
 PN1254;SPC WI C     -    74,753.816   656,107.408   MT  0.99996169   +0 29 52.2
 PN1254;SPC WI C     -   245,254.81  2,152,579.05   sFT  0.99996169   +0 29 52.2
 PN1254;UTM  16      - 4,930,400.979   317,609.479   MT  1.00000911   -1 36 31.5
 PN1254
 PN1254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1254!SPC WI C     -   0.99995160  x   0.99996169  =   0.99991329
 PN1254!UTM  16      -   0.99995160  x   1.00000911  =   0.99996070
 PN1254
 PN1254|---------------------------------------------------------------------|
 PN1254| PID    Reference Object                     Distance      Geod. Az  |
 PN1254|                                                           dddmmss.s |
 PN1254| CS5144 MOZUCH RM 1                          20.315 METERS 08904     |
 PN1254| CS5145 MOZUCH RM 2                          39.898 METERS 32515     |
 PN1254|---------------------------------------------------------------------|
 PN1254
 PN1254                          SUPERSEDED SURVEY CONTROL
 PN1254
 PN1254  NAD 83(1986)-  44 30 13.97496(N)    089 17 39.94182(W) AD(       ) 2
 PN1254  NGVD 29 (01/14/91)  344.8    (m)         1131.     (f) VERT ANG       
 PN1254
 PN1254.Superseded values are not recommended for survey control.
 PN1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1254.See file dsdata.txt to determine how the superseded data were derived.
 PN1254
 PN1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ1760930401(NAD 83)
 PN1254_MARKER: DE = TRAVERSE STATION DISK
 PN1254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN1254_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PN1254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1254+STABILITY: SURFACE MOTION
 PN1254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN1254+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2004
 PN1254
 PN1254  HISTORY     - Date     Condition        Report By
 PN1254  HISTORY     - 1979     MONUMENTED       WIDT
 PN1254  HISTORY     - 20040111 GOOD             USPSQD
 PN1254
 PN1254                          STATION DESCRIPTION
 PN1254
 PN1254'DESCRIBED BY WI DEPT OF TRANSP 1979 (LTK)
 PN1254'THE STATION IS LOCATED ABOUT 8 MILES WEST OF IOLA, 3.5 MILES NORTH OF
 PN1254'AMHERST, 1.0 MILE NORTHEAST OF NELSONVILLE, AND 54 FEET SOUTH OF THE
 PN1254'JUNCTION OF STH 161 AND CTH A TO THE NORTH.
 PN1254'
 PN1254'THE STATION MARKS ARE STANDARD WIDT DISKS STAMPED---MOZUCH 1979---.
 PN1254'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 PN1254'MONUMENT WHICH PROJECTS 2 INCHES ABOVE GROUND.  IT IS 67 FEET WEST OF
 PN1254'A TELEPHONE POLE, 54 FEET SOUTH OF THE CENTERLINE OF STH 161, 31 FEET
 PN1254'EAST OF A TELEPHONE CABLE PEDESTAL--A6A/1 INDEPENDENT TELEPHONE
 PN1254'COMPANY--, 8 FEET WEST OF THE CENTERLINE OF CTH A PROJECTED TO THE
 PN1254'SOUTH, 2 FEET EAST OF A BRUSHY FIELD LINE, AND 2 FEET NORTH OF A METAL
 PN1254'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 PN1254'CONCRETE 4.5 FEET BELOW GROUND.
 PN1254'
 PN1254'REFERENCE MARK 1 IS A STANDARD WIDT DISK STAMPED---MOZUCH RM 1 1979---
 PN1254'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 PN1254'PROJECTS 2 INCHES ABOVE GROUND.  IT IS 69 FEET EAST OF A BRUSHY FIELD
 PN1254'LINE, 58.5 FEET EAST OF THE CENTERLINE OF CTH A PROJECTED TO THE
 PN1254'SOUTH, 53.5 FEET SOUTH OF THE CENTERLINE OF STH 161, 3 FEET NORTH OF A
 PN1254'TELEPHONE POLE, AND 3 FEET LOWER THAN THE STATION.
 PN1254'
 PN1254'REFERENCE MARK 2 IS A STANDARD WIDT DISK STAMPED---MOZUCH RM 2 1979---
 PN1254'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 PN1254'PROJECTS 2 INCHES ABOVE GROUND.  IT IS 83.5 FEET WEST OF THE CENTER OF
 PN1254'CTH A, 52.5 FEET NORTH OF THE CENTERLINE OF STH 161, 18 FEET EAST OF
 PN1254'POWER POLE--WP+L 24-10-33 Y25/0--, 3 FEET SOUTH OF A TELEPHONE AND
 PN1254'POWER POLE, AND 10 FEET LOWER THAN THE STATION.
 PN1254'
 PN1254'NO AZIMUTH MARK WAS SET.  HEIGHT OF LIGHT ABOVE MARK WAS 1.51 METERS.
 PN1254
 PN1254                          STATION RECOVERY (2004)
 PN1254
 PN1254'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN1254'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION.
 PN1254'ADD-- THE STATION IS ABOUT 1 FOOT NORTH OF AN ORANGE FIBERGLASS
 PN1254'WITNESS POST.
 PN1254'REFERENCE MARK 1 WAS RECOVERED, BUT THE TELEPHONE POLE HAS NO NUMBER
 PN1254'ATTACHED.  ADD-- RM 1 IS ABOUT 72 FEET SOUTH AND ACROSS HIGHWAY 161
 PN1254'FROM A --COUNTY A RIGHT-- SIGN POST.
 PN1254'REFERENCE MARK 2 WAS RECOVERED BUT THERE IS NO NUMBER ON THE POWER
 PN1254'POLE AND THE SECOND POWER POLE IS NOT PRESENT.  ADD-- RM 2 IS ABOUT 53
 PN1254'FEET WEST OF A -STOP- SIGN POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1388 ***********************************************************************
 OM1388  SACS        -  This is a Secondary Airport Control Station.
 OM1388  DESIGNATION -  MSN C 1993
 OM1388  PID         -  OM1388
 OM1388  STATE/COUNTY-  WI/DANE
 OM1388  USGS QUAD   -  DE FOREST (1983)
 OM1388
 OM1388                         *CURRENT SURVEY CONTROL
 OM1388  ___________________________________________________________________
 OM1388* NAD 83(1997)-  43 08 38.39839(N)    089 20 32.40002(W)     ADJUSTED  
 OM1388* NAVD 88     -       260.93   (+/-2cm)     856.1    (feet)  VERTCON   
 OM1388  ___________________________________________________________________
 OM1388  X           -      53,502.097 (meters)                     COMP
 OM1388  Y           -  -4,660,886.589 (meters)                     COMP
 OM1388  Z           -   4,339,342.801 (meters)                     COMP
 OM1388  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 OM1388  ELLIP HEIGHT-         226.56  (meters)          (05/03/99) GPS OBS
 OM1388  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 OM1388
 OM1388  HORZ ORDER  -  FIRST
 OM1388  VERT ORDER  -  THIRD ? (See Below)
 OM1388  ELLP ORDER  -  FOURTH    CLASS I
 OM1388
 OM1388.This mark is at Dane Co Regional-Truax Fld Airport (MSN)
 OM1388
 OM1388.The horizontal coordinates were established by GPS observations
 OM1388.and adjusted by the National Geodetic Survey in May 1999..
 OM1388.No horizontal observational check was made to the station.
 OM1388
 OM1388.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM1388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM1388
 OM1388.GPS derived orthometric heights for airport stations designated as
 OM1388.PACS or SACS are published to 2 decimal places.  This maintains
 OM1388.centimeter relative accuracy between the PACS and SACS.  It does
 OM1388.not indicate centimeter accuracy relative to other marks which are
 OM1388.part of the NAVD 88 network.
 OM1388.The vertical order pertains to the NGVD 29 superseded value.
 OM1388
 OM1388.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1388
 OM1388.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1388
 OM1388.The ellipsoidal height was determined by GPS observations
 OM1388.and is referenced to NAD 83.
 OM1388
 OM1388.The geoid height was determined by GEOID03.
 OM1388
 OM1388;                    North         East     Units Scale Factor Converg.
 OM1388;SPC WI S     -   127,298.182   653,497.747   MT  0.99994258   +0 27 06.8
 OM1388;SPC WI S     -   417,644.12  2,144,017.19   sFT  0.99994258   +0 27 06.8
 OM1388;UTM  16      - 4,779,469.171   309,523.197   MT  1.00004634   -1 36 08.1
 OM1388
 OM1388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1388!SPC WI S     -   0.99996447  x   0.99994258  =   0.99990705
 OM1388!UTM  16      -   0.99996447  x   1.00004634  =   1.00001081
 OM1388
 OM1388                          SUPERSEDED SURVEY CONTROL
 OM1388
 OM1388  NAD 83(1991)-  43 08 38.39812(N)    089 20 32.39888(W) AD(       ) 1
 OM1388  ELLIP H (05/19/94)  226.68   (m)                       GP(       ) 4 1
 OM1388  NGVD 29 (05/19/94)  260.99   (m)          856.3    (f) LEVELING    3  
 OM1388
 OM1388.Superseded values are not recommended for survey control.
 OM1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1388.See file dsdata.txt to determine how the superseded data were derived.
 OM1388
 OM1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0952379469(NAD 83)
 OM1388_MARKER: DT = TOPOGRAPHIC STATION DISK
 OM1388_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 OM1388_SP_SET: IN ARRESTING BARRIER
 OM1388_STAMPING: MSN C 1993
 OM1388_MARK LOGO: NOS   
 OM1388_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM1388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1388+SATELLITE: SATELLITE OBSERVATIONS - 1993
 OM1388
 OM1388  HISTORY     - Date     Condition        Report By
 OM1388  HISTORY     - 1993     MONUMENTED       NOS
 OM1388
 OM1388                          STATION DESCRIPTION
 OM1388
 OM1388'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 OM1388'STATION IS LOCATED ON THE DANE COUNTY REGIONAL AIRPORT-TRUAX FIELD IN
 OM1388'MADISON, WI.  AIRPORT IS LOCATED IN THE EAST SECTION OF THE CITY OF
 OM1388'MADISON NORTHWEST OF THE INTERSECTION OF US HIGHWAYS 51 AND 151.
 OM1388'STATION IS NEAR THE MIDDLE OF THE AIRPORT.
 OM1388'TO REACH FROM THE TERMINAL BUILDING PROCEED EAST TO TAXIWAY RUNNING
 OM1388'PARALLEL TO RUNWAY 18/36, TURN NORTH ONTO TAXIWAY CONTINUING PAST A
 OM1388'TAXIWAY LEADING EAST THEN 0.3 MI (0.5 KM) TO AN ASPHALT ACCESS ROAD
 OM1388'(FOR ARRESTING BARRIER) ON RIGHT AND STATION.
 OM1388'IT IS 264.5 FT (80.6 M) E OF E EDGE OF TAXIWAY, 210.3 FT (64.1 M) W OF
 OM1388'W EDGE OF RUNWAY 18/36 AND 54.5 FT (16.6 M) N OF CENTER OF ASPHALT
 OM1388'ACCESS ROAD.
 OM1388'STATION IS SET INTO DRILL HOLE IN NW CORNER OF CONCRETE BASE OF
 OM1388'ARRESTING GEAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1389 ***********************************************************************
 OM1389  SACS        -  This is a Secondary Airport Control Station.
 OM1389  DESIGNATION -  MSN D 1993
 OM1389  PID         -  OM1389
 OM1389  STATE/COUNTY-  WI/DANE
 OM1389  USGS QUAD   -  DE FOREST (1983)
 OM1389
 OM1389                         *CURRENT SURVEY CONTROL
 OM1389  ___________________________________________________________________
 OM1389* NAD 83(1997)-  43 07 45.49364(N)    089 20 34.78736(W)     ADJUSTED  
 OM1389* NAVD 88     -       260.98   (+/-2cm)     856.2    (feet)  VERTCON   
 OM1389  ___________________________________________________________________
 OM1389  X           -      53,460.953 (meters)                     COMP
 OM1389  Y           -  -4,662,003.536 (meters)                     COMP
 OM1389  Z           -   4,338,151.448 (meters)                     COMP
 OM1389  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 OM1389  ELLIP HEIGHT-         226.65  (meters)          (05/03/99) GPS OBS
 OM1389  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 OM1389
 OM1389  HORZ ORDER  -  FIRST
 OM1389  VERT ORDER  -  THIRD ? (See Below)
 OM1389  ELLP ORDER  -  FOURTH    CLASS I
 OM1389
 OM1389.This mark is at Dane Co Regional-Truax Fld Airport (MSN)
 OM1389
 OM1389.The horizontal coordinates were established by GPS observations
 OM1389.and adjusted by the National Geodetic Survey in May 1999..
 OM1389.No horizontal observational check was made to the station.
 OM1389
 OM1389.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM1389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM1389
 OM1389.GPS derived orthometric heights for airport stations designated as
 OM1389.PACS or SACS are published to 2 decimal places.  This maintains
 OM1389.centimeter relative accuracy between the PACS and SACS.  It does
 OM1389.not indicate centimeter accuracy relative to other marks which are
 OM1389.part of the NAVD 88 network.
 OM1389.The vertical order pertains to the NGVD 29 superseded value.
 OM1389
 OM1389.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1389
 OM1389.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1389
 OM1389.The ellipsoidal height was determined by GPS observations
 OM1389.and is referenced to NAD 83.
 OM1389
 OM1389.The geoid height was determined by GEOID03.
 OM1389
 OM1389;                    North         East     Units Scale Factor Converg.
 OM1389;SPC WI S     -   125,665.269   653,456.667   MT  0.99994375   +0 27 05.1
 OM1389;SPC WI S     -   412,286.80  2,143,882.41   sFT  0.99994375   +0 27 05.1
 OM1389;UTM  16      - 4,777,838.610   309,423.610   MT  1.00004681   -1 36 08.1
 OM1389
 OM1389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1389!SPC WI S     -   0.99996446  x   0.99994375  =   0.99990821
 OM1389!UTM  16      -   0.99996446  x   1.00004681  =   1.00001127
 OM1389
 OM1389                          SUPERSEDED SURVEY CONTROL
 OM1389
 OM1389  NAD 83(1991)-  43 07 45.49338(N)    089 20 34.78621(W) AD(       ) 1
 OM1389  ELLIP H (05/19/94)  226.77   (m)                       GP(       ) 4 1
 OM1389  NGVD 29 (05/19/94)  261.04   (m)          856.4    (f) LEVELING    3  
 OM1389
 OM1389.Superseded values are not recommended for survey control.
 OM1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1389.See file dsdata.txt to determine how the superseded data were derived.
 OM1389
 OM1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN0942477839(NAD 83)
 OM1389_MARKER: DT = TOPOGRAPHIC STATION DISK
 OM1389_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OM1389_SP_SET: IN ARRESTING BARRIER
 OM1389_STAMPING: MSN D 1993
 OM1389_MARK LOGO: NOS   
 OM1389_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM1389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1389+SATELLITE: SATELLITE OBSERVATIONS - 1993
 OM1389
 OM1389  HISTORY     - Date     Condition        Report By
 OM1389  HISTORY     - 1993     MONUMENTED       NOS
 OM1389
 OM1389                          STATION DESCRIPTION
 OM1389
 OM1389'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 OM1389'STATION IS LOCATED ON THE DANE COUNTY REGIONAL AIRPORT-TRUAX FIELD IN
 OM1389'MADISON, WI.  AIRPORT IS LOCATED IN THE EAST SECTION OF THE CITY OF
 OM1389'MADISON NORTHWEST OF THE INTERSECTION OF US HIGHWAYS 51 AND 151.
 OM1389'STATION IS NEAR THE SOUTH WEST SECTION OF THE AIRPORT.
 OM1389'TO REACH FROM THE TERMINAL BUILDING PROCEED EAST TO A TAXIWAY RUNNING
 OM1389'PARALLEL TO RUNWAY 18/36.  TURN SOUTH ONTO TAXIWAY AND CONTINUE 0.35
 OM1389'TO STATION ON LEFT AT ARRESTING BARRIER EQUIPMENT BETWEEN THE TAXIWAY
 OM1389'AND RUNWAY 18/36.
 OM1389'IT IS 369 FT (112.5 M) E OF THE E EDGE OF THE TAXIWAY, 240.7 FT
 OM1389'(73.4 M) SSW OF A WINDSOCK AND 206.4 FT (62.9 M) W OF THE W EDGE OF
 OM1389'RUNWAY 18/36.
 OM1389'SET IN DRILL HOLE IN NW CORNER OF CONCRETE FOUNDATION FOR ARRESTING
 OM1389'CABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0704 ***********************************************************************
 OM0704  DESIGNATION -  MT CALVARY HOLY CROSS CATH CH
 OM0704  PID         -  OM0704
 OM0704  STATE/COUNTY-  WI/FOND DU LAC
 OM0704  USGS QUAD   -  SAINT PETER (1992)
 OM0704
 OM0704                         *CURRENT SURVEY CONTROL
 OM0704  ___________________________________________________________________
 OM0704* NAD 83(1991)-  43 49 24.39496(N)    088 15 01.08549(W)     ADJUSTED  
 OM0704* NAVD 88     -                                                        
 OM0704  ___________________________________________________________________
 OM0704  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 OM0704  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 OM0704
 OM0704  HORZ ORDER  -  THIRD
 OM0704
 OM0704.The horizontal coordinates were established by classical geodetic methods
 OM0704.and adjusted by the National Geodetic Survey in November 1991..
 OM0704
 OM0704
 OM0704.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0704
 OM0704.The geoid height was determined by GEOID03.
 OM0704
 OM0704;                    North         East     Units Scale Factor Converg.
 OM0704;SPC WI S     -   204,046.858   740,736.136   MT  0.99995966   +1 12 08.0
 OM0704;SPC WI S     -   669,443.73  2,430,231.81   sFT  0.99995966   +1 12 08.0
 OM0704;UTM  16      - 4,853,023.002   399,461.065   MT  0.99972432   -0 51 57.0
 OM0704
 OM0704                          SUPERSEDED SURVEY CONTROL
 OM0704
 OM0704  NAD 83(1986)-  43 49 24.38593(N)    088 15 01.08688(W) AD(       ) 4
 OM0704  NAD 27      -  43 49 24.41600(N)    088 15 00.72100(W) AD(       ) 3
 OM0704
 OM0704.Superseded values are not recommended for survey control.
 OM0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0704.See file dsdata.txt to determine how the superseded data were derived.
 OM0704
 OM0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP9946153023(NAD 83)
 OM0704
 OM0704  HISTORY     - Date     Condition        Report By
 OM0704  HISTORY     - 1953     MONUMENTED       CGS
 OM0704  HISTORY     - 19970215 GOOD             USPSQD
 OM0704  HISTORY     - 20021107 MARK NOT FOUND   USPSQD
 OM0704  HISTORY     - 20040307 MARK NOT FOUND   USPSQD
 OM0704
 OM0704                          STATION DESCRIPTION
 OM0704
 OM0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0704'THE STATION IS THE BASE OF THE CROSS AT THE APEX OF A BROWN
 OM0704'SHINGLED SPIRE, ATOP AN OCTAGONAL, GRAY BRICK TOWER.  THERE
 OM0704'ARE FOUR CLOCKS ON THE TOWER FACING THE CARDINAL POINTS
 OM0704'OF THE COMPASS.  THE CROSS IS APPROXIMATELY 140 FEET ABOVE
 OM0704'THE GROUND LEVEL.
 OM0704'
 OM0704'THE STATION IS LOCATED AT THE WESTERN SIDE OF THE VILLAGE
 OM0704'OF MT. CALVARY AND IN THE SOUTHEAST CORNER OF THE INTERSECTION
 OM0704'OF STATE HIGHWAY 149 AND COUNTY HIGHWAY W.
 OM0704
 OM0704                          STATION RECOVERY (1997)
 OM0704
 OM0704'RECOVERY NOTE BY US POWER SQUADRON 1997
 OM0704'RECOVERED IN GOOD CONDITION.
 OM0704
 OM0704                          STATION RECOVERY (2002)
 OM0704
 OM0704'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0704'THE MT. CALVARY HOLY CROSS CATHOLIC CHURCH WAS REBUILT IN 1970 AND IT
 OM0704'HAS NO STEEPLE.
 OM0704
 OM0704                          STATION RECOVERY (2004)
 OM0704
 OM0704'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 OM0704'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0961 ***********************************************************************
 NJ0961  DESIGNATION -  MT HOPE
 NJ0961  PID         -  NJ0961
 NJ0961  STATE/COUNTY-  WI/GRANT
 NJ0961  USGS QUAD   -  MT HOPE (1982)
 NJ0961
 NJ0961                         *CURRENT SURVEY CONTROL
 NJ0961  ___________________________________________________________________
 NJ0961* NAD 83(1991)-  42 58 40.47251(N)    090 51 45.45656(W)     ADJUSTED  
 NJ0961* NAVD 88     -       363.04   (+/-2cm)    1191.1    (feet)  VERTCON   
 NJ0961  ___________________________________________________________________
 NJ0961  LAPLACE CORR-          -5.41  (seconds)                    DEFLEC99
 NJ0961  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 NJ0961
 NJ0961  HORZ ORDER  -  SECOND
 NJ0961  VERT ORDER  -  THIRD ? (See Below)
 NJ0961
 NJ0961.The horizontal coordinates were established by classical geodetic methods
 NJ0961.and adjusted by the National Geodetic Survey in March 1999..
 NJ0961
 NJ0961.The NAVD 88 height was computed by applying the VERTCON shift value to
 NJ0961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NJ0961.The vertical order pertains to the NGVD 29 superseded value.
 NJ0961
 NJ0961.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0961
 NJ0961.The geoid height was determined by GEOID03.
 NJ0961
 NJ0961;                    North         East     Units Scale Factor Converg.
 NJ0961;SPC WI S     -   109,000.419   529,639.472   MT  0.99995968   -0 35 33.8
 NJ0961;SPC WI S     -   357,612.21  1,737,658.83   sFT  0.99995968   -0 35 33.8
 NJ0961;UTM  15      - 4,760,578.207   674,279.084   MT  0.99997367   +1 27 26.8
 NJ0961
 NJ0961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0961!SPC WI S     -   0.99994812  x   0.99995968  =   0.99990781
 NJ0961!UTM  15      -   0.99994812  x   0.99997367  =   0.99992180
 NJ0961
 NJ0961:                Primary Azimuth Mark                     Grid Az
 NJ0961:SPC WI S     -  ST LAWRENCE O TOOLE CATH CH              049 52 52.9
 NJ0961:UTM  15      -  ST LAWRENCE O TOOLE CATH CH              047 49 52.3
 NJ0961
 NJ0961|---------------------------------------------------------------------|
 NJ0961| PID    Reference Object                     Distance      Geod. Az  |
 NJ0961|                                                           dddmmss.s |
 NJ0961| ON1094 ST LAWRENCE O TOOLE CATH CH         APPROX. 4.9 KM 0491719.1 |
 NJ0961| CI9393 MT HOPE RM 1                         22.326 METERS 06807     |
 NJ0961| CI9392 MT HOPE AZ MK                                      1900359.6 |
 NJ0961| CI9394 MT HOPE RM 2                         27.283 METERS 31950     |
 NJ0961|---------------------------------------------------------------------|
 NJ0961
 NJ0961                          SUPERSEDED SURVEY CONTROL
 NJ0961
 NJ0961  NAD 83(1991)-  42 58 40.46920(N)    090 51 45.45470(W) AD(       ) 2
 NJ0961  NAD 83(1986)-  42 58 40.46528(N)    090 51 45.45649(W) AD(       ) 2
 NJ0961  NAD 27      -  42 58 40.51420(N)    090 51 45.00050(W) AD(       ) 2
 NJ0961  NGVD 29 (07/19/86)  363.09   (m)         1191.2    (f) LEVELING    3  
 NJ0961
 NJ0961.Superseded values are not recommended for survey control.
 NJ0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0961.See file dsdata.txt to determine how the superseded data were derived.
 NJ0961
 NJ0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH7427960578(NAD 83)
 NJ0961_MARKER: DS = TRIANGULATION STATION DISK
 NJ0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0961
 NJ0961  HISTORY     - Date     Condition        Report By
 NJ0961  HISTORY     - 1958     MONUMENTED       CGS
 NJ0961  HISTORY     - 19980930 GOOD             USPSQD
 NJ0961
 NJ0961                          STATION DESCRIPTION
 NJ0961
 NJ0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 NJ0961'THE STATION IS ABOUT 7 MILES SOUTH OF WAUZEKA AND 1 MILE NORTH
 NJ0961'OF MT. HOPE IN THE SOUTHWEST QUARTER OF SECTION 21, T-6-N, R-4-W
 NJ0961'AND ON THE PROPERTY OF MR. PHILLIP KRAIESER.  IT IS 124 FEET
 NJ0961'SOUTHEAST OF THE CENTERLINE OF A GRAVELED DRIVEWAY, 74 FEET
 NJ0961'SOUTHWEST OF THE SOUTHWEST CORNER OF A FARMHOUSE, 14 FEET
 NJ0961'NORTHWEST OF A FENCE CORNER, 2 FEET SOUTHWEST OF A WIRE FENCE,
 NJ0961'AND 3 FEET WEST OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH
 NJ0961'AND THE DISK IS STAMPED MT. HOPE 1958.
 NJ0961'
 NJ0961'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 18 AND
 NJ0961'STATE HIGHWAY 132 ABOUT 0.5 MILE NORTH OF THE TOWN OF MT. HOPE, GO
 NJ0961'WEST ON HIGHWAYS 18 AND 132 FOR 0.25 MILE TO POINT WHERE HIGHWAY
 NJ0961'132 TURNS RIGHT AND GOES NORTH AND HIGHWAY 18 CONTINUES WEST
 NJ0961'AND THE AZIMUTH MARK ON THE LEFT.  TURN RIGHT AND GO NORTH ON
 NJ0961'HIGHWAY 132 FOR 0.25 MILE TO A GRAVELED DRIVEWAY RIGHT.  TURN
 NJ0961'RIGHT AND GO EAST FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 NJ0961'
 NJ0961'REFERENCE MARK 1 IS 31 FEET NORTH OF A WIRE FENCE, 22 FEET
 NJ0961'SOUTHEAST OF THE SOUTH WEST CORNER OF THE FARMHOUSE, AND 18
 NJ0961'FEET EAST OF A 6 INCH APPLE TREE.  THE MONUMENT IS FLUSH AND
 NJ0961'THE DISK IS STAMPED MT. HOPE NO 1 1958.
 NJ0961'
 NJ0961'REFERENCE MARK 2 IS 34 FEET SOUTH OF THE CENTERLINE OF THE
 NJ0961'GRAVELED DRIVEWAY, 24 FEET SOUTHEAST OF A FENCE CORNER, AND 6
 NJ0961'INCHES SOUTHWEST OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND
 NJ0961'THE DISK IS STAMPED MT. HOPE NO 2 1958.
 NJ0961'
 NJ0961'THE AZIMUTH MARK IS 130 FEET SOUTHEAST OF THE INTERSECTION OF
 NJ0961'U.S. HIGHWAY 18 AND STATE HIGHWAY 132.  67 FEET SOUTH OF THE
 NJ0961'CENTERLINE OF HIGHWAY 18, 1 FOOT NORTH OF A WIRE FENCE, AND
 NJ0961'2 FEET EAST OF A WHITE WITNESS POST.  THE MONUMENT PROJECTS
 NJ0961'3 INCHES AND THE DISK IS STAMPED MT. HOPE 1958.
 NJ0961'
 NJ0961'**NO MEASUREMENT WAS MADE BETWEEN THE MARKS BECAUSE OF LARGE
 NJ0961'APPLE TREES ON LINE.
 NJ0961'
 NJ0961'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NJ0961
 NJ0961                          STATION RECOVERY (1998)
 NJ0961
 NJ0961'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0961'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH4984 ***********************************************************************
 DH4984  DESIGNATION -  MT HOPE GPS
 DH4984  PID         -  DH4984
 DH4984  STATE/COUNTY-  WI/GRANT
 DH4984  USGS QUAD   -  MT HOPE (1982)
 DH4984
 DH4984                         *CURRENT SURVEY CONTROL
 DH4984  ___________________________________________________________________
 DH4984* NAD 83(1997)-  42 58 25.32018(N)    090 49 13.76707(W)     ADJUSTED  
 DH4984* NAVD 88     -                                                        
 DH4984  ___________________________________________________________________
 DH4984  X           -     -66,933.281 (meters)                     COMP
 DH4984  Y           -  -4,673,705.208 (meters)                     COMP
 DH4984  Z           -   4,325,587.185 (meters)                     COMP
 DH4984  LAPLACE CORR-          -5.45  (seconds)                    DEFLEC99
 DH4984  ELLIP HEIGHT-         326.70  (meters)          (08/01/05) GPS OBS
 DH4984  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 DH4984
 DH4984  HORZ ORDER  -  B
 DH4984  ELLP ORDER  -  FOURTH    CLASS I
 DH4984
 DH4984.The horizontal coordinates were established by GPS observations
 DH4984.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH4984
 DH4984
 DH4984.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4984
 DH4984.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4984
 DH4984.The ellipsoidal height was determined by GPS observations
 DH4984.and is referenced to NAD 83.
 DH4984
 DH4984.The geoid height was determined by GEOID03.
 DH4984
 DH4984;                    North         East     Units Scale Factor Converg.
 DH4984;SPC WI S     -   108,498.190   533,071.597   MT  0.99996022   -0 33 49.5
 DH4984;SPC WI S     -   355,964.48  1,748,919.06   sFT  0.99996022   -0 33 49.5
 DH4984;UTM  15      - 4,760,199.064   677,727.050   MT  0.99998860   +1 29 09.9
 DH4984
 DH4984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4984!SPC WI S     -   0.99994877  x   0.99996022  =   0.99990899
 DH4984!UTM  15      -   0.99994877  x   0.99998860  =   0.99993737
 DH4984
 DH4984                          SUPERSEDED SURVEY CONTROL
 DH4984
 DH4984.No superseded survey control is available for this station.
 DH4984
 DH4984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH7772760199(NAD 83)
 DH4984_MARKER: DD = SURVEY DISK
 DH4984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4984_STAMPING: MT HOPE GPS 2004
 DH4984_MARK LOGO: WIDT  
 DH4984_PROJECTION: FLUSH
 DH4984_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH4984_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4984+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH4984
 DH4984  HISTORY     - Date     Condition        Report By
 DH4984  HISTORY     - 2003     MONUMENTED       WIDT
 DH4984  HISTORY     - 20040816 GOOD             WIDT
 DH4984  HISTORY     - 20051228 GOOD             WIDT
 DH4984
 DH4984                          STATION DESCRIPTION
 DH4984
 DH4984'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH4984'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH4984'STATION FROM THE  JUNCTION OF US HIGHWAY 18 WITH COUNTY HIGHWAY J
 DH4984'ABOUT 1 MI NORTH OF THE VILLAGE OF  MOUNT HOPE, GO EAST ON US HIGHWAY
 DH4984'18 FOR 2.0 MI TO COUNTY HIGHWAY JJ ON THE RIGHT AND  IRISH RIDGE ROAD
 DH4984'ON THE LEFT, TURN RIGHT AND GO SOUTHWEST THEN WEST ON COUNTY  HIGHWAY
 DH4984'JJ FOR 0.1 MI TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE
 DH4984'WISCONSIN  DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DH4984'STATION DISK SET IN THE TOP OF  A 41-CM DIAMETER CONCRETE DISK ABOUT
 DH4984'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS  40.4 M NORTH OF THE
 DH4984'CENTERLINE OF COUNTY HIGHWAY JJ, 108 M SOUTHWEST OF A WOOD POST  FOR A
 DH4984'--STOP-- SIGN, 54 M SOUTH OF THE CENTERLINE OF US HIGHWAY 18, 33.0 M
 DH4984'SOUTH OF A  YELLOW 4X4 SURVEY MARKER POST, 2 M SOUTHEAST OF A
 DH4984'CULTIVATED FIELD, 1.0 M EAST OF A  YELLOW 4X4 SURVEY MARKER POST, 1.0
 DH4984'M NORTH OF AN ORANGE 4X4 PLASTIC WITNESS POST AND  1.0 M SOUTHWEST OF
 DH4984'AN ORANGE 4X4 PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO
 DH4984'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE
 DH4984'HORIZON.
 DH4984
 DH4984                          STATION RECOVERY (2004)
 DH4984
 DH4984'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 DH4984'RECOVERED AS DESCRIBED.
 DH4984
 DH4984                          STATION RECOVERY (2005)
 DH4984
 DH4984'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH4984'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1161 ***********************************************************************
 OM1161  DESIGNATION -  MT HOREB LUTH CHURCH SPIRE
 OM1161  PID         -  OM1161
 OM1161  STATE/COUNTY-  WI/DANE
 OM1161  USGS QUAD   -  CROSS PLAINS (1982)
 OM1161
 OM1161                         *CURRENT SURVEY CONTROL
 OM1161  ___________________________________________________________________
 OM1161* NAD 83(1991)-  43 00 30.56052(N)    089 44 06.20580(W)     ADJUSTED  
 OM1161* NAVD 88     -                                                        
 OM1161  ___________________________________________________________________
 OM1161  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 OM1161  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 OM1161
 OM1161  HORZ ORDER  -  THIRD
 OM1161
 OM1161.The horizontal coordinates were established by classical geodetic methods
 OM1161.and adjusted by the National Geodetic Survey in November 1991..
 OM1161
 OM1161
 OM1161.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1161
 OM1161.The geoid height was determined by GEOID03.
 OM1161
 OM1161;                    North         East     Units Scale Factor Converg.
 OM1161;SPC WI S     -   112,067.865   621,599.732   MT  0.99995591   +0 10 55.4
 OM1161;SPC WI S     -   367,675.99  2,039,365.12   sFT  0.99995591   +0 10 55.4
 OM1161;UTM  16      - 4,765,387.922   277,094.676   MT  1.00021129   -1 51 58.9
 OM1161
 OM1161                          SUPERSEDED SURVEY CONTROL
 OM1161
 OM1161  NAD 83(1986)-  43 00 30.55208(N)    089 44 06.20674(W) AD(       ) 4
 OM1161  NAD 27      -  43 00 30.56100(N)    089 44 05.75600(W) AD(       ) 3
 OM1161
 OM1161.Superseded values are not recommended for survey control.
 OM1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1161.See file dsdata.txt to determine how the superseded data were derived.
 OM1161
 OM1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7709565388(NAD 83)
 OM1161_MARKER: 90 = CHURCH SPIRE
 OM1161
 OM1161  HISTORY     - Date     Condition        Report By
 OM1161  HISTORY     - 1935     FIRST OBSERVED   CGS
 OM1161  HISTORY     - 1956     GOOD             CGS
 OM1161  HISTORY     - 20021227 MARK NOT FOUND   USPSQD
 OM1161
 OM1161                          STATION DESCRIPTION
 OM1161
 OM1161'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 OM1161'THIS STATION IS THE SPIRE ON THE MT. HOREB LUTHERAN CHURCH,
 OM1161'IN THE TOWN OF MT. HOREB, WISCONSIN.  IT IS LOCATED ABOUT 70
 OM1161'FEET SOUTH OF THE CENTERLINE OF E. MAIN STREET, AND ABOUT 65
 OM1161'FEET WEST OF THE CENTERLINE OF S. 4TH STREET.  THE CHURCH
 OM1161'WAS ERECTED IN 1906 AND THE SPIRE IS FAIRLY PROMINENT.
 OM1161'
 OM1161'THE SPIRE IS ON THE NORTHEAST CORNER OF A WHITE WOODEN CHURCH.
 OM1161'THE BASE IS A LARGE WHITE TOWER ABOUT 60 FEET HIGH WITH A
 OM1161'CONCAVE LEDGE AT THE TOP.  ON THIS TOWER IS A SMALLER TOWER
 OM1161'ABOUT 15 FEET HIGH WITH A LARGE DIVIDED GOTHIC LOUVERED WINDOW
 OM1161'IN EACH SIDE SET IN GABLES.  THE OCTAGONAL GREY-SHINGLED SPIRE
 OM1161'IS ABOUT 25 FEET HIGH AND HAS A BALL AND FINIAL AT ITS APEX.
 OM1161'THE TOTAL HEIGHT IS ABOUT 100 FEET.
 OM1161
 OM1161                          STATION RECOVERY (1956)
 OM1161
 OM1161'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FAR)
 OM1161'ORIGINAL DESCRIPTION ADEQUATE.
 OM1161
 OM1161                          STATION RECOVERY (2002)
 OM1161
 OM1161'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM1161'NOT FOUND. A NEW STONE CHURCH WAS BUILT AT THE SITE IN 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1157 ***********************************************************************
 OM1157  DESIGNATION -  MT HOREB MUNICIPAL TANK
 OM1157  PID         -  OM1157
 OM1157  STATE/COUNTY-  WI/DANE
 OM1157  USGS QUAD   -  CROSS PLAINS (1982)
 OM1157
 OM1157                         *CURRENT SURVEY CONTROL
 OM1157  ___________________________________________________________________
 OM1157* NAD 83(1991)-  43 00 33.69189(N)    089 44 19.21827(W)     ADJUSTED  
 OM1157* NAVD 88     -                                                        
 OM1157  ___________________________________________________________________
 OM1157  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 OM1157  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 OM1157
 OM1157  HORZ ORDER  -  THIRD
 OM1157
 OM1157.The horizontal coordinates were established by classical geodetic methods
 OM1157.and adjusted by the National Geodetic Survey in November 1991..
 OM1157
 OM1157
 OM1157.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1157
 OM1157.The geoid height was determined by GEOID03.
 OM1157
 OM1157;                    North         East     Units Scale Factor Converg.
 OM1157;SPC WI S     -   112,163.562   621,304.748   MT  0.99995580   +0 10 46.4
 OM1157;SPC WI S     -   367,989.95  2,038,397.33   sFT  0.99995580   +0 10 46.4
 OM1157;UTM  16      - 4,765,494.129   276,803.227   MT  1.00021289   -1 52 07.9
 OM1157
 OM1157                          SUPERSEDED SURVEY CONTROL
 OM1157
 OM1157  NAD 83(1986)-  43 00 33.68340(N)    089 44 19.21958(W) AD(       ) 4
 OM1157  NAD 27      -  43 00 33.69500(N)    089 44 18.77300(W) AD(       ) 3
 OM1157
 OM1157.Superseded values are not recommended for survey control.
 OM1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1157.See file dsdata.txt to determine how the superseded data were derived.
 OM1157
 OM1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7680365494(NAD 83)
 OM1157_MARKER: 53 = ELEVATED TANK
 OM1157
 OM1157  HISTORY     - Date     Condition        Report By
 OM1157  HISTORY     - 1935     FIRST OBSERVED   CGS
 OM1157  HISTORY     - 1956     GOOD             CGS
 OM1157  HISTORY     - 20021227 MARK NOT FOUND   USPSQD
 OM1157
 OM1157                          STATION DESCRIPTION
 OM1157
 OM1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 OM1157'THIS STATION IS THE TALL SLIM BLACK MUNICIPAL TANK IN THE
 OM1157'TOWN OF MT. HOREB, WISCONSIN.  IT IS LOCATED ABOUT 70 FEET
 OM1157'WEST OF THE CENTERLINE OF N. 2ND STREET, AND ABOUT 245 FEET
 OM1157'NORTH OF THE CENTERLINE OF MAIN STREET.  THE TANK WAS ERECTED
 OM1157'IN 1905 AND IS VERY PROMINENT.
 OM1157'
 OM1157'THE TANK HAS FOUR TRUSSWORK LEGS ABOUT 120 FEET HIGH.  THE
 OM1157'OVAL SECTION EXTENDS DOWNWARD ABOUT 10 FEET.  THE VERTICAL
 OM1157'SECTION IS ABOUT 25 FEET HIGH AND HAS A CATWALK AND RAIL
 OM1157'AROUND ITS BASE.  THE STEEP CONICAL ROOF IS ABOUT 5 FEET HIGH
 OM1157'AND HAS PROJECTING EAVES AND A BALL AT ITS APEX.  THE TOTAL
 OM1157'HEIGHT IS ABOUT 150 FEET.
 OM1157
 OM1157                          STATION RECOVERY (1956)
 OM1157
 OM1157'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FAR)
 OM1157'ORIGINAL DESCRIPTION ADEQUATE.
 OM1157
 OM1157                          STATION RECOVERY (2002)
 OM1157
 OM1157'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM1157'NOT FOUND.  A NEW WATER TANK OF DIFFERENT DESCRIPTION WAS BUILT AT THE
 OM1157'SITE IN 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1156 ***********************************************************************
 OM1156  DESIGNATION -  MT HOREB PUBLIC SCH CHIMNEY
 OM1156  PID         -  OM1156
 OM1156  STATE/COUNTY-  WI/DANE
 OM1156  USGS QUAD   -  CROSS PLAINS (1982)
 OM1156
 OM1156                         *CURRENT SURVEY CONTROL
 OM1156  ___________________________________________________________________
 OM1156* NAD 83(1991)-  43 00 13.08039(N)    089 44 13.18941(W)     ADJUSTED  
 OM1156* NAVD 88     -                                                        
 OM1156  ___________________________________________________________________
 OM1156  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 OM1156  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 OM1156
 OM1156  HORZ ORDER  -  THIRD
 OM1156
 OM1156.The horizontal coordinates were established by classical geodetic methods
 OM1156.and adjusted by the National Geodetic Survey in November 1991..
 OM1156
 OM1156
 OM1156.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1156
 OM1156.The geoid height was determined by GEOID03.
 OM1156
 OM1156;                    North         East     Units Scale Factor Converg.
 OM1156;SPC WI S     -   111,527.969   621,443.282   MT  0.99995649   +0 10 50.6
 OM1156;SPC WI S     -   365,904.68  2,038,851.83   sFT  0.99995649   +0 10 50.6
 OM1156;UTM  16      - 4,764,853.826   276,918.984   MT  1.00021225   -1 52 03.1
 OM1156
 OM1156                          SUPERSEDED SURVEY CONTROL
 OM1156
 OM1156  NAD 83(1986)-  43 00 13.07233(N)    089 44 13.19012(W) AD(       ) 4
 OM1156  NAD 27      -  43 00 13.08200(N)    089 44 12.74400(W) AD(       ) 3
 OM1156
 OM1156.Superseded values are not recommended for survey control.
 OM1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1156.See file dsdata.txt to determine how the superseded data were derived.
 OM1156
 OM1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7691964854(NAD 83)
 OM1156_MARKER: 85 = CHIMNEY
 OM1156
 OM1156  HISTORY     - Date     Condition        Report By
 OM1156  HISTORY     - 1935     FIRST OBSERVED   CGS
 OM1156  HISTORY     - 19981031 GOOD             USPSQD
 OM1156
 OM1156                          STATION DESCRIPTION
 OM1156
 OM1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 OM1156'THIS STATION IS THE CHIMNEY AT THE MT. HOREB PUBLIC SCHOOL,
 OM1156'IN THE TOWN OF MT. HOREB, WISCONSIN.  THE CHIMNEY IS ABOUT
 OM1156'0.05 MILE EAST OF S. 2ND STREET, AND ABOUT 240 FEET SOUTH
 OM1156'OF THE CENTERLINE OF ACADEMY STREET.  THE CHIMNEY WAS ERECTED
 OM1156'IN 1918 AND IS NOT VERY PROMINENT.
 OM1156'
 OM1156'THE CHIMNEY IS ON THE WEST END OF THE LARGE RED BRICK SCHOOL
 OM1156'BUILDING.  IT IS A SQUARE RED BRICK STRUCTURE ABOUT 100 FEET
 OM1156'HIGH.
 OM1156
 OM1156                          STATION RECOVERY (1998)
 OM1156
 OM1156'RECOVERY NOTE BY US POWER SQUADRON 1998
 OM1156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1158 ***********************************************************************
 OM1158  DESIGNATION -  MT HOREB SPRINGDALE LUTH CH
 OM1158  PID         -  OM1158
 OM1158  STATE/COUNTY-  WI/DANE
 OM1158  USGS QUAD   -  CROSS PLAINS (1982)
 OM1158
 OM1158                         *CURRENT SURVEY CONTROL
 OM1158  ___________________________________________________________________
 OM1158* NAD 83(1991)-  43 00 21.28628(N)    089 41 28.57212(W)     ADJUSTED  
 OM1158* NAVD 88     -                                                        
 OM1158  ___________________________________________________________________
 OM1158  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 OM1158  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 OM1158
 OM1158  HORZ ORDER  -  THIRD
 OM1158
 OM1158.The horizontal coordinates were established by classical geodetic methods
 OM1158.and adjusted by the National Geodetic Survey in November 1991..
 OM1158
 OM1158
 OM1158.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1158
 OM1158.The geoid height was determined by GEOID03.
 OM1158
 OM1158;                    North         East     Units Scale Factor Converg.
 OM1158;SPC WI S     -   111,793.964   625,170.567   MT  0.99995621   +0 12 43.7
 OM1158;SPC WI S     -   366,777.36  2,051,080.44   sFT  0.99995621   +0 12 43.7
 OM1158;UTM  16      - 4,764,986.459   280,654.312   MT  1.00019192   -1 50 10.9
 OM1158
 OM1158                          SUPERSEDED SURVEY CONTROL
 OM1158
 OM1158  NAD 83(1986)-  43 00 21.27846(N)    089 41 28.57326(W) AD(       ) 4
 OM1158  NAD 27      -  43 00 21.28900(N)    089 41 28.13300(W) AD(       ) 3
 OM1158
 OM1158.Superseded values are not recommended for survey control.
 OM1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1158.See file dsdata.txt to determine how the superseded data were derived.
 OM1158
 OM1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8065464986(NAD 83)
 OM1158_MARKER: 90 = CHURCH SPIRE
 OM1158
 OM1158  HISTORY     - Date     Condition        Report By
 OM1158  HISTORY     - 1935     FIRST OBSERVED   CGS
 OM1158  HISTORY     - 1956     GOOD             CGS
 OM1158  HISTORY     - 20021227 GOOD             USPSQD
 OM1158
 OM1158                          STATION DESCRIPTION
 OM1158
 OM1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 OM1158'THIS STATION IS THE SPIRE ON THE SPRINGDALE LUTHERAN CHURCH,
 OM1158'ABOUT 1.1 MILE EAST OF THE TOWN OF MT. HOREB, WISCONSIN.  IT
 OM1158'IS LOCATED ABOUT 60 FEET NORTH OF THE CENTERLINE OF U.S. ROUTE
 OM1158'18, AND ABOUT 50 FEET EAST OF THE CENTERLINE OF A GRAVEL ROAD,
 OM1158'IN THE SE 1/4 SEC. 8 T 6 N R 7 E.  THE CHURCH WAS ERECTED IN
 OM1158'1895 AND THE SPIRE IS FAIRLY PROMINENT.
 OM1158'
 OM1158'THE SPIRE IS ON THE WEST END OF A WHITE WOODEN CHURCH.  THE
 OM1158'BASE IS A SQUARE WHITE SQUAT TOWER WITH STAINED GLASS WINDOWS,
 OM1158'ABOUT 25 FEET HIGH.  ON THIS SETS A SMALLER WHITE TOWER WITH
 OM1158'GREEN LOUVRED GOTHIC WINDOWS ON EACH SIDE AND THIS IS ABOUT
 OM1158'20 FEET HIGH.  THIS TOWER HAS A PROJECTING ROOF AT THE TOP,
 OM1158'WITH ROUND GABLES ON EACH SIDE.  THE OCTAGONAL SPIRE IS ABOUT
 OM1158'30 FEET HIGH WITH A 2-FOOT ORNAMENTAL IRON FINIAL AT ITS
 OM1158'APEX.  THE TOTAL HEIGHT IS ABOUT 80 FEET.
 OM1158
 OM1158                          STATION RECOVERY (1956)
 OM1158
 OM1158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FAR)
 OM1158'ORIGINAL DESCRIPTION ADEQUATE.
 OM1158
 OM1158                          STATION RECOVERY (2002)
 OM1158
 OM1158'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM1158'RECOVERED IN GOOD CONDITION. IT IS LOCATED 1.1 MILE EAST OF TOWN, 0.6
 OM1158'MI EAST OF THE JUNCTION OF BUSINESS HIGHWAYS 18 AND 151 AND COUNTY
 OM1158'HIGHWAY ID AT THE NORTHEAST CORNER OF TOWN HALL ROAD AND RIDGEVIEW
 OM1158'ROAD (OLD HIGHWAY 18/151)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1162 ***********************************************************************
 OM1162  DESIGNATION -  MT HOREB ST IGNATIUS CH SPIRE
 OM1162  PID         -  OM1162
 OM1162  STATE/COUNTY-  WI/DANE
 OM1162  USGS QUAD   -  CROSS PLAINS (1982)
 OM1162
 OM1162                         *CURRENT SURVEY CONTROL
 OM1162  ___________________________________________________________________
 OM1162* NAD 83(1991)-  43 00 29.11997(N)    089 43 56.27463(W)     ADJUSTED  
 OM1162* NAVD 88     -                                                        
 OM1162  ___________________________________________________________________
 OM1162  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 OM1162  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 OM1162
 OM1162  HORZ ORDER  -  THIRD
 OM1162
 OM1162.The horizontal coordinates were established by classical geodetic methods
 OM1162.and adjusted by the National Geodetic Survey in November 1991..
 OM1162
 OM1162
 OM1162.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1162
 OM1162.The geoid height was determined by GEOID03.
 OM1162
 OM1162;                    North         East     Units Scale Factor Converg.
 OM1162;SPC WI S     -   112,024.132   621,824.776   MT  0.99995595   +0 11 02.2
 OM1162;SPC WI S     -   367,532.51  2,040,103.45   sFT  0.99995595   +0 11 02.2
 OM1162;UTM  16      - 4,765,336.159   277,318.071   MT  1.00021006   -1 51 52.1
 OM1162
 OM1162                          SUPERSEDED SURVEY CONTROL
 OM1162
 OM1162  NAD 83(1986)-  43 00 29.11153(N)    089 43 56.27501(W) AD(       ) 4
 OM1162  NAD 27      -  43 00 29.12200(N)    089 43 55.82900(W) AD(       ) 3
 OM1162
 OM1162.Superseded values are not recommended for survey control.
 OM1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1162.See file dsdata.txt to determine how the superseded data were derived.
 OM1162
 OM1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7731865336(NAD 83)
 OM1162_MARKER: 90 = CHURCH SPIRE
 OM1162
 OM1162  HISTORY     - Date     Condition        Report By
 OM1162  HISTORY     - 1935     FIRST OBSERVED   CGS
 OM1162  HISTORY     - 20021227 MARK NOT FOUND   USPSQD
 OM1162
 OM1162                          STATION DESCRIPTION
 OM1162
 OM1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 OM1162'THIS STATION IS THE SPIRE ON THE ST. IGNATIUS CATHOLIC CHURCH,
 OM1162'IN THE TOWN OF MT. HOREB, WISCONSIN.  IT IS LOCATED ABOUT 45
 OM1162'FEET EAST OF THE CENTERLINE OF S. 6TH STREET, AND ABOUT 225
 OM1162'FEET SOUTH OF THE CENTERLINE OF E. MAIN STREET.  THE CHURCH
 OM1162'WAS ERECTED IN 1894 AND THE SPIRE IS NOT ESPECIALLY PROMINENT.
 OM1162'
 OM1162'THE BASE OF THE SPIRE IS A SQUARE TOWER ON THE WEST END OF A
 OM1162'WHITE WOODEN CHURCH.  IT IS ABOUT 70 FEET HIGH, HAS A LOUVERED
 OM1162'GOTHIC WINDOW SET IN A GABLE ON EACH SIDE.  THE GREY STUBBY
 OM1162'OCTAGONAL IS ABOUT 25 FEET HIGH AND HAS A PLATE AND 5-FOOT GOLD
 OM1162'CROSS AT THE APEX.  THE TOTAL HEIGHT IS ABOUT 100 FEET.
 OM1162
 OM1162                          STATION RECOVERY (2002)
 OM1162
 OM1162'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM1162'NOT RECOVERED.  A NEW BRICK CHURCH WITH NO SPIRE WAS BUILT AT THE SITE
 OM1162'IN 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0962 ***********************************************************************
 NJ0962  DESIGNATION -  MT IDA
 NJ0962  PID         -  NJ0962
 NJ0962  STATE/COUNTY-  WI/GRANT
 NJ0962  USGS QUAD   -  MT HOPE (1982)
 NJ0962
 NJ0962                         *CURRENT SURVEY CONTROL
 NJ0962  ___________________________________________________________________
 NJ0962* NAD 83(1991)-  42 58 00.06194(N)    090 45 18.68913(W)     ADJUSTED  
 NJ0962* NAVD 88     -       370.     (meters)    1214.     (feet)  SCALED    
 NJ0962  ___________________________________________________________________
 NJ0962  LAPLACE CORR-          -5.30  (seconds)                    DEFLEC99
 NJ0962  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 NJ0962
 NJ0962  HORZ ORDER  -  SECOND
 NJ0962
 NJ0962.The horizontal coordinates were established by classical geodetic methods
 NJ0962.and adjusted by the National Geodetic Survey in March 1999..
 NJ0962
 NJ0962.The orthometric height was scaled from a topographic map.
 NJ0962
 NJ0962.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0962
 NJ0962.The geoid height was determined by GEOID03.
 NJ0962
 NJ0962;                    North         East     Units Scale Factor Converg.
 NJ0962;SPC WI S     -   107,668.485   538,390.937   MT  0.99996114   -0 31 08.0
 NJ0962;SPC WI S     -   353,242.35  1,766,370.93   sFT  0.99996114   -0 31 08.0
 NJ0962;UTM  15      - 4,759,560.107   683,072.873   MT  1.00001233   +1 31 49.5
 NJ0962
 NJ0962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0962!SPC WI S     -   0.99994708  x   0.99996114  =   0.99990822
 NJ0962!UTM  15      -   0.99994708  x   1.00001233  =   0.99995941
 NJ0962
 NJ0962:                Primary Azimuth Mark                     Grid Az
 NJ0962:SPC WI S     -  FENNIMORE MUNICIPAL TANK                 074 57 29.0
 NJ0962:UTM  15      -  FENNIMORE MUNICIPAL TANK                 072 54 31.5
 NJ0962
 NJ0962|---------------------------------------------------------------------|
 NJ0962| PID    Reference Object                     Distance      Geod. Az  |
 NJ0962|                                                           dddmmss.s |
 NJ0962| NJ0924 FENNIMORE MUNICIPAL TANK            APPROX. 8.3 KM 0742621.0 |
 NJ0962| CI9396 MT IDA RM 1                          10.446 METERS 09248     |
 NJ0962| CI9395 MT IDA AZ MK                                       2005802.3 |
 NJ0962| CI9397 MT IDA RM 2                          15.700 METERS 35917     |
 NJ0962|---------------------------------------------------------------------|
 NJ0962
 NJ0962                          SUPERSEDED SURVEY CONTROL
 NJ0962
 NJ0962  NAD 83(1991)-  42 58 00.05916(N)    090 45 18.68783(W) AD(       ) 2
 NJ0962  NAD 83(1986)-  42 58 00.05509(N)    090 45 18.68954(W) AD(       ) 2
 NJ0962  NAD 27      -  42 58 00.10050(N)    090 45 18.23250(W) AD(       ) 2
 NJ0962
 NJ0962.Superseded values are not recommended for survey control.
 NJ0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0962.See file dsdata.txt to determine how the superseded data were derived.
 NJ0962
 NJ0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8307359560(NAD 83)
 NJ0962_MARKER: DS = TRIANGULATION STATION DISK
 NJ0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0962
 NJ0962  HISTORY     - Date     Condition        Report By
 NJ0962  HISTORY     - 1958     MONUMENTED       CGS
 NJ0962  HISTORY     - 19980923 MARK NOT FOUND   USPSQD
 NJ0962
 NJ0962                          STATION DESCRIPTION
 NJ0962
 NJ0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 NJ0962'THE STATION IS ABOUT 5 MILES WEST AND ABOUT 1 MILE SOUTH
 NJ0962'OF FENNIMORE, NEAR THE CENTER OF SEC. 29, T-6-N, R-3-W, AND
 NJ0962'ON THE ROAD RIGHT-OF-WAY.  IT IS 496 FEET EAST OF THE CENTER
 NJ0962'OF THE INTERSECTION OF COUNTY HIGHWAY K AND A GRAVELED ROAD
 NJ0962'EAST, 67 FEET EAST OF A POWER POLE, 23 FEET SOUTH OF THE
 NJ0962'CENTERLINE OF THE GRAVELED ROAD, 6 FEET WEST OF A WHITE
 NJ0962'WITNESS POST, 4 FEET NORTHEAST OF THE EAST GATE POST AND 3
 NJ0962'FEET NORTH OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND THE
 NJ0962'DISK IS STAMPED MT. IDA 1958.
 NJ0962'
 NJ0962'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 NJ0962'18 AND 61 AT THE NORTH EDGE OF FENNIMORE, GO WEST ON HIGHWAY
 NJ0962'18 FOR 4.45 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 NJ0962'SOUTH ON COUNTY HIGHWAY K FOR 0.3 MILE TO A SIDE ROAD LEFT.
 NJ0962'*TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR 0.1 MILE TO A
 NJ0962'FIELD ENTRANCE AND THE STATION ON THE RIGHT.
 NJ0962'
 NJ0962'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO SOUTHERLY
 NJ0962'ON COUNTY HIGHWAY K FOR 0.6 MILE TO THE AZIMUTH MARK ON THE
 NJ0962'RIGHT.
 NJ0962'
 NJ0962'REFERENCE MARK 1 IS 37 FEET EAST OF THE EAST GATE POST, 23
 NJ0962'FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD AND 1 FOOT
 NJ0962'NORTH OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK
 NJ0962'IS STAMPED MT. IDA NO 1 1958.
 NJ0962'
 NJ0962'REFERENCE MARK 2 IS 76 FEET WEST OF A TELEPHONE POLE, 29
 NJ0962'FEET NORTH OF THE CENTERLINE OF THE GRAVELED ROAD AND 1 FOOT
 NJ0962'SOUTH OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK
 NJ0962'IS STAMPED MT. IDA NO 2 1958.
 NJ0962'
 NJ0962'THE AZIMUTH MARK IS 81 FEET SOUTH OF A POWER POLE, 43 FEET
 NJ0962'WEST OF THE CENTERLINE OF COUNTY HIGHWAY K AND 2 FEET NORTH
 NJ0962'OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK
 NJ0962'IS STAMPED MT. IDA 1958.
 NJ0962'
 NJ0962'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NJ0962
 NJ0962                          STATION RECOVERY (1998)
 NJ0962
 NJ0962'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0962'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH4989 ***********************************************************************
 DH4989  DESIGNATION -  MT MORRIS GPS
 DH4989  PID         -  DH4989
 DH4989  STATE/COUNTY-  WI/WAUSHARA
 DH4989  USGS QUAD   -  SPRING LAKE (1961)
 DH4989
 DH4989                         *CURRENT SURVEY CONTROL
 DH4989  ___________________________________________________________________
 DH4989* NAD 83(1997)-  44 06 59.41437(N)    089 11 27.80981(W)     ADJUSTED  
 DH4989* NAVD 88     -                                                        
 DH4989  ___________________________________________________________________
 DH4989  X           -      64,755.802 (meters)                     COMP
 DH4989  Y           -  -4,586,223.627 (meters)                     COMP
 DH4989  Z           -   4,417,594.491 (meters)                     COMP
 DH4989  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 DH4989  ELLIP HEIGHT-         287.40  (meters)          (08/01/05) GPS OBS
 DH4989  GEOID HEIGHT-         -36.26  (meters)                     GEOID03
 DH4989
 DH4989  HORZ ORDER  -  B
 DH4989  ELLP ORDER  -  FOURTH    CLASS I
 DH4989
 DH4989.The horizontal coordinates were established by GPS observations
 DH4989.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH4989
 DH4989
 DH4989.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4989
 DH4989.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4989
 DH4989.The ellipsoidal height was determined by GPS observations
 DH4989.and is referenced to NAD 83.
 DH4989
 DH4989.The geoid height was determined by GEOID03.
 DH4989
 DH4989;                    North         East     Units Scale Factor Converg.
 DH4989;SPC WI S     -   235,446.313   664,754.705   MT  1.00001050   +0 33 21.0
 DH4989;SPC WI S     -   772,460.11  2,180,949.39   sFT  1.00001050   +0 33 21.0
 DH4989;UTM  16      - 4,887,146.989   324,676.573   MT  0.99997806   -1 31 32.3
 DH4989
 DH4989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4989!SPC WI S     -   0.99995494  x   1.00001050  =   0.99996544
 DH4989!UTM  16      -   0.99995494  x   0.99997806  =   0.99993300
 DH4989
 DH4989                          SUPERSEDED SURVEY CONTROL
 DH4989
 DH4989.No superseded survey control is available for this station.
 DH4989
 DH4989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP2467787147(NAD 83)
 DH4989_MARKER: DD = SURVEY DISK
 DH4989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4989_STAMPING: MT. MORRIS GPS 1993
 DH4989_MARK LOGO: WI-137
 DH4989_PROJECTION: PROJECTING 8 CENTIMETERS
 DH4989_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH4989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4989+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH4989
 DH4989  HISTORY     - Date     Condition        Report By
 DH4989  HISTORY     - 1993     MONUMENTED       WI-137
 DH4989  HISTORY     - 20030821 GOOD             WIDT
 DH4989  HISTORY     - 20040816 GOOD             WIDT
 DH4989  HISTORY     - 20051228 GOOD             WIDT
 DH4989
 DH4989                          STATION DESCRIPTION
 DH4989
 DH4989'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH4989'OWNERSHIP--WAUSHARA COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH4989'STATE  HIGHWAY 152 WITH COUNTY HIGHWAY G WEST AND COUNTY HIGHWAY W
 DH4989'EAST ABOUT 6 MI  NORTHEAST FROM THE CITY OF WAUTOMA, GO NORTHWEST ON
 DH4989'COUNTY HIGHWAY G FOR 0.4 MI TO  THE MOUNT MORRIS HILLS PARK ENTRANCE,
 DH4989'TURN RIGHT AND GO NORTHEAST ON FOR 0.45 MI TO A  STOP SIGN, TURN RIGHT
 DH4989'AND GO SOUTH FOR 0.1 MI TO THE NORTHEAST PARKING LOT, TURN RIGHT  AND
 DH4989'GO SOUTHWEST ON A ONE WAY DRIVE FOR 0.1 MI TO THE STATION ON THE
 DH4989'RIGHT.   ---NOTE---THIS STATION IS LOCATED IN THE SOUTHWESTERN MOST
 DH4989'PARKING LOT.  THE STATION IS A BRONZE  WAUSHARA COUNTY GEODETIC
 DH4989'CONTROL MARKER DISK SET IN THE TOP OF A 40-CM DIAMETER  CONCRETE POST
 DH4989'ABOUT LEVEL WITH THE PARKING LOT PAVEMENT.  THE STATION IS 1.0 M
 DH4989'SOUTHWEST OF THE EDGE OF THE PARKING LOT, 21.0 M SOUTHEAST OF
 DH4989'NORTHWEST END OF FENCE,  1.0 M NORTHWEST, SOUTHEAST OF TWO ORANGE 4X4
 DH4989'PLASTIC WITNESS POSTS  AND 0.8 M NORTHEAST OF A WOOD FENCE.
 DH4989'---NOTE---THIS STATION HAS NO VISBLE OBSTRUCTIONS  EXTENDING HIGHER
 DH4989'THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE NORTH  AND
 DH4989'NORTHWEST EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
 DH4989
 DH4989                          STATION RECOVERY (2004)
 DH4989
 DH4989'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 DH4989'RECOVERED AS DESCRIBED.
 DH4989
 DH4989                          STATION RECOVERY (2005)
 DH4989
 DH4989'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH4989'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0747 ***********************************************************************
 PO0747  DESIGNATION -  MT SIMON
 PO0747  PID         -  PO0747
 PO0747  STATE/COUNTY-  WI/EAU CLAIRE
 PO0747  USGS QUAD   -  EAU CLAIRE WEST (1982)
 PO0747
 PO0747                         *CURRENT SURVEY CONTROL
 PO0747  ___________________________________________________________________
 PO0747* NAD 83(1991)-  44 49 58.93062(N)    091 30 25.11797(W)     ADJUSTED  
 PO0747* NAVD 88     -       299.     (meters)     981.     (feet)  SCALED    
 PO0747  ___________________________________________________________________
 PO0747  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 PO0747  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 PO0747
 PO0747  HORZ ORDER  -  SECOND
 PO0747
 PO0747.The horizontal coordinates were established by classical geodetic methods
 PO0747.and adjusted by the National Geodetic Survey in March 1999..
 PO0747
 PO0747.The orthometric height was scaled from a topographic map.
 PO0747
 PO0747.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0747
 PO0747.The geoid height was determined by GEOID03.
 PO0747
 PO0747;                    North         East     Units Scale Factor Converg.
 PO0747;SPC WI C     -   112,191.129   480,848.909   MT  0.99994099   -1 03 47.8
 PO0747;SPC WI C     -   368,080.40  1,577,585.13   sFT  0.99994099   -1 03 47.8
 PO0747;UTM  15      - 4,965,487.331   618,014.385   MT  0.99977126   +1 03 10.0
 PO0747
 PO0747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0747!SPC WI C     -   0.99995797  x   0.99994099  =   0.99989896
 PO0747!UTM  15      -   0.99995797  x   0.99977126  =   0.99972924
 PO0747
 PO0747                          SUPERSEDED SURVEY CONTROL
 PO0747
 PO0747  NAD 83(1991)-  44 49 58.93178(N)    091 30 25.12329(W) AD(       ) 2
 PO0747  NAD 83(1986)-  44 49 58.92647(N)    091 30 25.14170(W) AD(       ) 2
 PO0747  NAD 27      -  44 49 59.07600(N)    091 30 24.55900(W) AD(       ) 2
 PO0747
 PO0747.Superseded values are not recommended for survey control.
 PO0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0747.See file dsdata.txt to determine how the superseded data were derived.
 PO0747
 PO0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK1801465487(NAD 83)
 PO0747_MARKER: X = CHISELED CROSS
 PO0747_SETTING: 0 = UNSPECIFIED SETTING
 PO0747_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PO0747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PO0747+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2004
 PO0747
 PO0747  HISTORY     - Date     Condition        Report By
 PO0747  HISTORY     - 1934     MONUMENTED       WI1470
 PO0747  HISTORY     - 1944     GOOD             WI1470
 PO0747  HISTORY     - 1964     MARK NOT FOUND   CGS
 PO0747  HISTORY     - 20040920 GOOD             GEOCAC
 PO0747
 PO0747                          STATION DESCRIPTION
 PO0747
 PO0747'DESCRIBED BY CITY OF EAU CLAIRE WISCONSIN 1934 (CAS)
 PO0747'THIS STATION IS IN THE NORTHERN PART OF THE CITY OF EAU CLAIRE,
 PO0747'ABOUT 1-3/4 MILES NORTH OF THE CENTER OF TOWN, NEAR THE NORTH
 PO0747'END OF A POINT OF LAND ON THE WEST SIDE OF DELLS POND IN THE
 PO0747'CHIPPEWA RIVER, ABOUT 500 FEET SOUTH OF THE RIVER AT A U-BEND
 PO0747'IN THE RIVER.  IT IS AT THE APPROXIMATE CENTER OF A ROCK KNOB
 PO0747'ON TOP OF A LOCALLY PROMINENT HILL KNOWN AT MT. SIMON.  THE
 PO0747'TOP OF THE KNOB IS NEARLY FLAT AND IS ABOUT 10 FEET WIDE
 PO0747'NORTH AND SOUTH AND ABOUT 15 FEET WIDE EAST AND WEST.  THE
 PO0747'MOUNTAIN IS ABOUT 100 FEET HIGHER THAN THE IMMEDIATELY
 PO0747'SURROUNDING COUNTRY AND OVERLOOKS THE ENTIRE CITY OF EAU CLAIRE.
 PO0747'
 PO0747'THIS STATION WAS ESTABLISHED BY THE CITY OF EAU CLAIRE AND IS
 PO0747'A STATION IN THE CITY TRIANGULATION SYSTEM.  IT IS MARKED
 PO0747'BY A CHISELED CROSS ON THE END OF BRASS BAR 1 INCH IN DIAMETER
 PO0747'AND 12 INCHES LONG WHICH IS SET VERTICALLY IN THE SOLID ROCK.
 PO0747'THE BAR PROJECTS ABOUT 2 INCHES.  THE STATION IS IN THE NW
 PO0747'1/4 SW 1/4 SEC. 8, T. 27 N., R. 9 W.
 PO0747'
 PO0747'THERE ARE NO REFERENCE MARKS.
 PO0747'
 PO0747'ALL NATURAL OBJECTS OBSERVED ARE VISIBLE FROM THE GROUND.
 PO0747'
 PO0747'A 16-FOOT SIGNAL AT CLAIREMONT IS VISIBLE FROM THE GROUND.
 PO0747'
 PO0747'MT. WASHINGTON IS VISIBLE FROM THE GROUND WITH SOME CLEARING
 PO0747'AT MT. WASHINGTON CLAIREMONT AND 11TH STREET ARE CITY SURVEY
 PO0747'STATIONS.
 PO0747
 PO0747                          STATION RECOVERY (1944)
 PO0747
 PO0747'RECOVERY NOTE BY CITY OF EAU CLAIRE WISCONSIN 1944 (ARG)
 PO0747'DESCRIPTION IS SUFFICIENT.
 PO0747
 PO0747                          STATION RECOVERY (1964)
 PO0747
 PO0747'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RCY)
 PO0747'THE STATION WAS NOT RECOVERED.  THE ROCK IS SOFT SANDSTONE
 PO0747'AND THERE ARE NUMEROUS CARVINGS IN IT.  A 3-POINT FIX WAS
 PO0747'MADE IN 1964 AND THIS POINT WAS MARKED BY A SMALL CROSS AT
 PO0747'THE APPROXIMATE CENTER OF THE ROCK.
 PO0747
 PO0747                          STATION RECOVERY (2004)
 PO0747
 PO0747'RECOVERY NOTE BY GEOCACHING 2004 (EKS)
 PO0747'OBSERVED WHERE 1934 DATASHEET INDICATED.  PIN IN IN LOCATION INDICATED
 PO0747'THOUGH PEOPLE HAVE BEEN CHIPPING AWAY AT BASE OVER LAST 60+ YEARS.
 PO0747'PART OF CROSS IS MISSING BUT PIN IS IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON1106 ***********************************************************************
 ON1106  DESIGNATION -  MT STERLING
 ON1106  PID         -  ON1106
 ON1106  STATE/COUNTY-  WI/CRAWFORD
 ON1106  USGS QUAD   -  MT STERLING (1983)
 ON1106
 ON1106                         *CURRENT SURVEY CONTROL
 ON1106  ___________________________________________________________________
 ON1106* NAD 83(1991)-  43 19 10.60609(N)    090 55 15.50677(W)     ADJUSTED  
 ON1106* NAVD 88     -       393.     (meters)    1289.     (feet)  SCALED    
 ON1106  ___________________________________________________________________
 ON1106  LAPLACE CORR-          -7.22  (seconds)                    DEFLEC99
 ON1106  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 ON1106
 ON1106  HORZ ORDER  -  FIRST
 ON1106
 ON1106.The horizontal coordinates were established by classical geodetic methods
 ON1106.and adjusted by the National Geodetic Survey in March 1999..
 ON1106
 ON1106.The orthometric height was scaled from a topographic map.
 ON1106
 ON1106.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1106
 ON1106.The geoid height was determined by GEOID03.
 ON1106
 ON1106;                    North         East     Units Scale Factor Converg.
 ON1106;SPC WI S     -   147,008.661   525,299.776   MT  0.99993356   -0 37 58.1
 ON1106;SPC WI S     -   482,310.92  1,723,421.02   sFT  0.99993356   -0 37 58.1
 ON1106;SPC IA N     - 1,205,315.158 1,709,172.648   MT  1.00001010   +1 44 52.5
 ON1106;UTM  15      - 4,798,407.077   668,579.230   MT  0.99994959   +1 25 36.1
 ON1106
 ON1106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1106!SPC WI S     -   0.99994346  x   0.99993356  =   0.99987703
 ON1106!SPC IA N     -   0.99994346  x   1.00001010  =   0.99995356
 ON1106!UTM  15      -   0.99994346  x   0.99994959  =   0.99989306
 ON1106
 ON1106|---------------------------------------------------------------------|
 ON1106| PID    Reference Object                     Distance      Geod. Az  |
 ON1106|                                                           dddmmss.s |
 ON1106| CI9403 MT STERLING RM 1                                   04237     |
 ON1106| CI9404 MT STERLING RM 2                                   08719     |
 ON1106| CI9402 MT STERLING AZ MK                                  3290952.4 |
 ON1106|---------------------------------------------------------------------|
 ON1106
 ON1106                          SUPERSEDED SURVEY CONTROL
 ON1106
 ON1106  NAD 83(1991)-  43 19 10.60332(N)    090 55 15.50943(W) AD(       ) 1
 ON1106  NAD 83(1986)-  43 19 10.59898(N)    090 55 15.50780(W) AD(       ) 1
 ON1106  NAD 27      -  43 19 10.67840(N)    090 55 15.05190(W) AD(       ) 1
 ON1106
 ON1106.Superseded values are not recommended for survey control.
 ON1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1106.See file dsdata.txt to determine how the superseded data were derived.
 ON1106
 ON1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH6857998407(NAD 83)
 ON1106_MARKER: DS = TRIANGULATION STATION DISK
 ON1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1106
 ON1106  HISTORY     - Date     Condition        Report By
 ON1106  HISTORY     - 1958     MONUMENTED       CGS
 ON1106
 ON1106                          STATION DESCRIPTION
 ON1106
 ON1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 ON1106'THE STATION IS ABOUT 1/2 MILE EAST OF MT. STERLING, IN THE
 ON1106'NORTHEAST 1/4 OF SEC. 26, T 10 N, R 5 W, AND ON PROPERTY
 ON1106'OWNED BY MR. KENNETH CROGAN.  IT IS 302 FEET SOUTHWEST OF THE
 ON1106'SOUTHWEST EDGE OF A WOODS, 302 FEET SOUTHWEST OF A WHITE
 ON1106'WITNESS POST, 180 FEET WEST OF THE CENTERLINE OF A FIELD
 ON1106'ROAD AND ON THE HIGHEST POINT OF A RIDGE.  THE MONUMENT IS
 ON1106'12 INCHES UNDERGROUND AND THE DISK IS STAMPED MT. STERLING
 ON1106'1958.
 ON1106'
 ON1106'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 27
 ON1106'AND 171 IN MT. STERLING, GO NORTHERLY ON HIGHWAY 27 FOR 0.5
 ON1106'MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON THE
 ON1106'GRAVELED ROAD FOR ABOUT 75 FEET TO A GATE ON THE RIGHT.  TURN
 ON1106'RIGHT PASSING THROUGH THE GATE AND GO EAST ON THE FIELD ROAD
 ON1106'FOR 0.15 MILE TO THE POINT WHERE THE ROAD TURNS RIGHT AND GOES
 ON1106'SOUTH.  KEEP RIGHT ON THE FIELD ROAD AND GO SOUTH FOR 0.15 MILE
 ON1106'TO THE HIGHEST POINT OF THE RIDGE AND THE STATION ON THE
 ON1106'RIGHT AS DESCRIBED.
 ON1106'
 ON1106'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE NORTHERLY
 ON1106'ON HIGHWAY 27 FOR 0.15 MILE TO A SIDE ROAD LEFT AND THE AZIMUTH
 ON1106'MARK ON THE LEFT AS DESCRIBED.
 ON1106'
 ON1106'REFERENCE MARK 1 IS 12 FEET EAST OF THE CENTERLINE OF THE
 ON1106'FIELD ROAD AND 6 FEET SOUTHWEST OF A WHITE WITNESS POST AND
 ON1106'THE SOUTHWEST EDGE OF THE WOODS.  THE MONUMENT IS FLUSH AND THE
 ON1106'DISK IS STAMPED MT. STERLING NO 1 1958.
 ON1106'
 ON1106'REFERENCE MARK 2 IS 50 FEET WEST OF THE NORTHEAST CORNER
 ON1106'OF A CULTIVATED FIELD, SET IN AN EAST-WEST FENCE AND AT THE
 ON1106'SOUTH EDGE OF THE WOODS.  THE MONUMENT PROJECTS 3 INCHES AND
 ON1106'THE DISK IS STAMPED MT. STERLING NO 2 1958.
 ON1106'
 ON1106'THE AZIMUTH MARK IS 33 FEET SOUTH OF THE INTERSECTION OF STATE
 ON1106'HIGHWAY 27 AND THE SIDE ROAD WEST, 4 FEET SOUTHEAST OF A WHITE
 ON1106'WITNESS POST AND 5 FEET SOUTHEAST OF A POWER POLE.  THE MONUMENT
 ON1106'IS FLUSH AND THE DISK IS STAMPED MT. STERLING 1958.
 ON1106'
 ON1106'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5354 ***********************************************************************
 DH5354  DESIGNATION -  MT STERLING GPS
 DH5354  PID         -  DH5354
 DH5354  STATE/COUNTY-  WI/CRAWFORD
 DH5354  USGS QUAD   -  MT STERLING (1983)
 DH5354
 DH5354                         *CURRENT SURVEY CONTROL
 DH5354  ___________________________________________________________________
 DH5354* NAD 83(1997)-  43 18 11.34476(N)    090 54 58.73454(W)     ADJUSTED  
 DH5354* NAVD 88     -                                                        
 DH5354  ___________________________________________________________________
 DH5354  X           -     -74,349.309 (meters)                     COMP
 DH5354  Y           -  -4,648,551.788 (meters)                     COMP
 DH5354  Z           -   4,352,285.897 (meters)                     COMP
 DH5354  LAPLACE CORR-          -7.48  (seconds)                    DEFLEC99
 DH5354  ELLIP HEIGHT-         311.87  (meters)          (08/01/05) GPS OBS
 DH5354  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 DH5354
 DH5354  HORZ ORDER  -  FIRST
 DH5354  ELLP ORDER  -  SECOND    CLASS I
 DH5354
 DH5354.The horizontal coordinates were established by GPS observations
 DH5354.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5354
 DH5354
 DH5354.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5354
 DH5354.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5354
 DH5354.The ellipsoidal height was determined by GPS observations
 DH5354.and is referenced to NAD 83.
 DH5354
 DH5354.The geoid height was determined by GEOID03.
 DH5354
 DH5354;                    North         East     Units Scale Factor Converg.
 DH5354;SPC WI S     -   145,175.878   525,657.554   MT  0.99993401   -0 37 46.6
 DH5354;SPC WI S     -   476,297.86  1,724,594.83   sFT  0.99993401   -0 37 46.6
 DH5354;UTM  15      - 4,796,588.304   669,002.641   MT  0.99995135   +1 25 46.0
 DH5354
 DH5354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5354!SPC WI S     -   0.99995110  x   0.99993401  =   0.99988511
 DH5354!UTM  15      -   0.99995110  x   0.99995135  =   0.99990245
 DH5354
 DH5354                          SUPERSEDED SURVEY CONTROL
 DH5354
 DH5354.No superseded survey control is available for this station.
 DH5354
 DH5354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH6900396588(NAD 83)
 DH5354_MARKER: DD = SURVEY DISK
 DH5354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5354_STAMPING: MT STERLING GPS 2004
 DH5354_MARK LOGO: WIDT  
 DH5354_PROJECTION: FLUSH
 DH5354_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5354+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5354
 DH5354  HISTORY     - Date     Condition        Report By
 DH5354  HISTORY     - 2003     MONUMENTED       WIDT
 DH5354
 DH5354                          STATION DESCRIPTION
 DH5354
 DH5354'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5354'OWNERSHIP--TOWN OF UTICA.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5354'STATE HIGHWAY 27  (MAIN STREET) WITH STATE HIGHWAY 171 (DIVISION
 DH5354'STREET) IN THE VILLAGE OF MT STERLING, GO  EAST ON STATE HIGHWAY 171
 DH5354'(DIVISION STREET) FOR 0.6 MI TO NORTH HALLS BRANCH ROAD ON THE  RIGHT,
 DH5354'TURN RIGHT AND GO SOUTH ON NORTH HALLS BRANCH FOR 1.0 MI TO THE
 DH5354'STATION ON THE  LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH5354'TRANSPORTATION GEODETIC SURVEY  CONTROL STATION DISK SET IN THE TOP OF
 DH5354'A 41-CM DIAMETER CONCRETE POST ABOUT 1 M ABOVE  THE ROAD PAVEMENT.
 DH5354'THE STATION IS 8.7 M EAST OF THE CENTERLINE OF NORTH HALL BRANCH
 DH5354'ROAD, 6 M NORTH OF THE CENTERLINE OF A FIELD ENTRANCE, 1.0 M SOUTH OF
 DH5354'AN ORANGE 4X4  PLASTIC WITNESS POST, 1.0 M NORTH OF AN ORANGE 4X4
 DH5354'PLASTIC WITNESS POST, AND 0.9 M WEST  OF A BARBED WIRE FENCE.
 DH5354'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING  HIGHER
 DH5354'THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON1103 ***********************************************************************
 ON1103  DESIGNATION -  MT STERLING LUTH CH SPIRE
 ON1103  PID         -  ON1103
 ON1103  STATE/COUNTY-  WI/CRAWFORD
 ON1103  USGS QUAD   -  MT STERLING (1983)
 ON1103
 ON1103                         *CURRENT SURVEY CONTROL
 ON1103  ___________________________________________________________________
 ON1103* NAD 83(1991)-  43 19 03.42753(N)    090 55 34.57581(W)     ADJUSTED  
 ON1103* NAVD 88     -                                                        
 ON1103  ___________________________________________________________________
 ON1103  LAPLACE CORR-          -7.03  (seconds)                    DEFLEC99
 ON1103  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 ON1103
 ON1103  HORZ ORDER  -  THIRD
 ON1103
 ON1103.The horizontal coordinates were established by classical geodetic methods
 ON1103.and adjusted by the National Geodetic Survey in March 1999..
 ON1103
 ON1103
 ON1103.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1103
 ON1103.The geoid height was determined by GEOID03.
 ON1103
 ON1103;                    North         East     Units Scale Factor Converg.
 ON1103;SPC WI S     -   146,791.911   524,867.697   MT  0.99993361   -0 38 11.2
 ON1103;SPC WI S     -   481,599.79  1,722,003.44   sFT  0.99993361   -0 38 11.2
 ON1103;SPC IA N     - 1,205,080.630 1,708,749.913   MT  1.00000971   +1 44 39.6
 ON1103;UTM  15      - 4,798,174.937   668,155.212   MT  0.99994784   +1 25 22.8
 ON1103
 ON1103                          SUPERSEDED SURVEY CONTROL
 ON1103
 ON1103  NAD 83(1991)-  43 19 03.42506(N)    090 55 34.57834(W) AD(       ) 4
 ON1103  NAD 83(1986)-  43 19 03.42042(N)    090 55 34.57613(W) AD(       ) 4
 ON1103  NAD 27      -  43 19 03.50100(N)    090 55 34.12100(W) AD(       ) 3
 ON1103
 ON1103.Superseded values are not recommended for survey control.
 ON1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1103.See file dsdata.txt to determine how the superseded data were derived.
 ON1103
 ON1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH6815598175(NAD 83)
 ON1103_MARKER: 90 = CHURCH SPIRE
 ON1103
 ON1103  HISTORY     - Date     Condition        Report By
 ON1103  HISTORY     - 1958     FIRST OBSERVED   CGS
 ON1103
 ON1103                          STATION DESCRIPTION
 ON1103
 ON1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 ON1103'THE STATION IS THE CROSS AT THE TOP OF THE SPIRE.  THE SPIRE
 ON1103'IS OVER THE WEST ENTRANCE OF THE WHITE FRAME CHURCH.  THE SPIRE
 ON1103'IS COVERED WITH DARK GREEN SHINGLES AND HAS A SILVER COLORED
 ON1103'CROSS AT THE TOP.  THE OVERALL HEIGHT OF THE SPIRE AND CHURCH
 ON1103'IS ABOUT 60 FEET.
 ON1103'
 ON1103'THE SPIRE IS LOCATED IN THE EAST EDGE OF MT. STERLING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0646 ***********************************************************************
 PO0646  DESIGNATION -  MT TOM
 PO0646  PID         -  PO0646
 PO0646  STATE/COUNTY-  WI/EAU CLAIRE
 PO0646  USGS QUAD   -  EAU CLAIRE EAST (1982)
 PO0646
 PO0646                         *CURRENT SURVEY CONTROL
 PO0646  ___________________________________________________________________
 PO0646* NAD 83(1997)-  44 49 05.94288(N)    091 28 58.82580(W)     ADJUSTED  
 PO0646* NAVD 88     -       306.9    (meters)    1007.     (feet)  VERTCON   
 PO0646  ___________________________________________________________________
 PO0646  X           -    -117,291.335 (meters)                     COMP
 PO0646  Y           -  -4,530,522.715 (meters)                     COMP
 PO0646  Z           -   4,473,243.577 (meters)                     COMP
 PO0646  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 PO0646  ELLIP HEIGHT-         275.99  (meters)          (05/03/99) GPS OBS
 PO0646  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 PO0646
 PO0646  HORZ ORDER  -  B
 PO0646  ELLP ORDER  -  THIRD     CLASS II
 PO0646
 PO0646.The horizontal coordinates were established by GPS observations
 PO0646.and adjusted by the National Geodetic Survey in May 1999..
 PO0646
 PO0646.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0646
 PO0646.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PO0646
 PO0646.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0646
 PO0646.The ellipsoidal height was determined by GPS observations
 PO0646.and is referenced to NAD 83.
 PO0646
 PO0646.The geoid height was determined by GEOID03.
 PO0646
 PO0646;                    North         East     Units Scale Factor Converg.
 PO0646;SPC WI C     -   110,520.928   482,714.050   MT  0.99994121   -1 02 47.0
 PO0646;SPC WI C     -   362,600.74  1,583,704.35   sFT  0.99994121   -1 02 47.0
 PO0646;UTM  15      - 4,963,887.400   619,939.599   MT  0.99977690   +1 04 09.8
 PO0646
 PO0646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0646!SPC WI C     -   0.99995673  x   0.99994121  =   0.99989794
 PO0646!UTM  15      -   0.99995673  x   0.99977690  =   0.99973364
 PO0646
 PO0646|---------------------------------------------------------------------|
 PO0646| PID    Reference Object                     Distance      Geod. Az  |
 PO0646|                                                           dddmmss.s |
 PO0646| CJ5784 MT TOM RM 1                          31.608 METERS 06429     |
 PO0646| PO0656 ALTOONA MUNICIPAL TANK              APPROX. 4.2 KM 1162957.9 |
 PO0646| PO0741 EAU CLAIRE STC STACK                APPROX. 2.7 KM 2103833.0 |
 PO0646| PO0742 EAU CLAIRE FIRST CONG CH TOWER      APPROX. 2.3 KM 2311403.8 |
 PO0646| PO0648 EAU CLAIRE HIGH SCHOOL STACK        APPROX. 1.3 KM 2345115.4 |
 PO0646| PO0657 EAU CLAIRE GILLETTE RUB S STK       APPROX. 0.7 KM 2364724.6 |
 PO0646| PO0655 EAU CLAIRE GILLETTE RUB N STK       APPROX. 0.7 KM 2381221.3 |
 PO0646| PO0745 EAU CLAIRE JR HS STEEPLE            APPROX. 2.3 KM 2383301.9 |
 PO0646| PO0651 EAU CLAIRE ST JOHNS LUTH CH         APPROX. 1.3 KM 2411021.2 |
 PO0646| CJ5785 MT TOM RM 2                          20.982 METERS 24429     |
 PO0646| PO0740 EAU CLAIRE ST PATRICKS CH           APPROX. 2.2 KM 2483437.6 |
 PO0646| PO0739 EAU CLAIRE ST PATRICKS SCH CUP      APPROX. 2.2 KM 2483849.4 |
 PO0646| CJ5786 MT TOM RM 3                           7.123 METERS 25015     |
 PO0646| PO0645 EAU CLAIRE SAC HEART S CROSS        APPROX. 1.3 KM 2691257.4 |
 PO0646| PO0647 EAU CLAIRE SAC HEART N CROSS        APPROX. 1.3 KM 2695343.1 |
 PO0646| CJ5783 MT TOM AZ MK                                       2775002.3 |
 PO0646| PO0746 EAU CLAIRE SAC HEART HOSP STK       APPROX. 1.4 KM 2780453.9 |
 PO0646| PO0736 EAU CLAIRE CO INSANE ASYLUM TK      APPROX. 4.3 KM 2933620.2 |
 PO0646|---------------------------------------------------------------------|
 PO0646
 PO0646                          SUPERSEDED SURVEY CONTROL
 PO0646
 PO0646  NAD 83(1991)-  44 49 05.94246(N)    091 28 58.82410(W) AD(       ) B
 PO0646  ELLIP H (06/11/91)  276.03   (m)                       GP(       ) 4 1
 PO0646  NAD 83(1986)-  44 49 05.93767(N)    091 28 58.84295(W) AD(       ) 1
 PO0646  NAD 27      -  44 49 06.08600(N)    091 28 58.26300(W) AD(       ) 1
 PO0646  NGVD 29 (06/11/91)  306.8    (m)         1007.     (f) GPS OBS        
 PO0646
 PO0646.Superseded values are not recommended for survey control.
 PO0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0646.See file dsdata.txt to determine how the superseded data were derived.
 PO0646
 PO0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK1994063887(NAD 83)
 PO0646_MARKER: DS = TRIANGULATION STATION DISK
 PO0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0646_SP_SET: CONCRETE POST
 PO0646_STAMPING: MT TOM 1934
 PO0646_MARK LOGO: CGS   
 PO0646_MAGNETIC: N = NO MAGNETIC MATERIAL
 PO0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0646+STABILITY: SURFACE MOTION
 PO0646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PO0646+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1990
 PO0646
 PO0646  HISTORY     - Date     Condition        Report By
 PO0646  HISTORY     - 1934     MONUMENTED       WI1470
 PO0646  HISTORY     - 1934     GOOD             WI1470
 PO0646  HISTORY     - 1964     GOOD             CGS
 PO0646  HISTORY     - 1971     GOOD             WIDT
 PO0646  HISTORY     - 1972     GOOD             NGS
 PO0646  HISTORY     - 1974     GOOD             NGS
 PO0646  HISTORY     - 1980     GOOD             WIDT
 PO0646  HISTORY     - 19900712 GOOD             AEROS
 PO0646  HISTORY     - 19900712 GOOD             NGS
 PO0646
 PO0646                          STATION DESCRIPTION
 PO0646
 PO0646'DESCRIBED BY CITY OF EAU CLAIRE WISCONSIN 1934 (CAS)
 PO0646'THIS STATION IS THE EAST PART OF THE CITY OF EAU CLAIRE ON
 PO0646'LANE OWNED BY THE CITY OF EAU CLAIRE.  IT IS ON A LOCALLY
 PO0646'PROMINENT HILL NEAR THE CENTER OF SEC. 16, T. 27 N., R. 9 W.
 PO0646'THE MARK IS SET IN THE CENTER OF A NARROW RIDGE WHICH RUNS IN
 PO0646'A SOUTHWESTERLY DIRECTION FROM THE MAIN PART OF THE MOUND.
 PO0646'IT IS ABOUT 10 FEET FROM THE SOUTH SLOPE OF THE RIDGE, 10 FEET
 PO0646'FROM THE NORTH SLOPE OF THE RIDGE, 70 FEET NORTHEAST OF THE
 PO0646'SOUTHWEST END OF THE RIDGE, 27-1/2 FEET SOUTH OF A 10-INCH
 PO0646'OAK TREE, AND PROJECTS 4 INCHES.
 PO0646'
 PO0646'NOTE--THIS STATION WAS ESTABLISHED BY THE EAU CLAIRE CITY
 PO0646'ENGINEERS AND REMARKED WITH STANDARD DISKS BY C.A.S.
 PO0646'
 PO0646'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION ON THE
 PO0646'NORTHEAST SLOPE OF THE HILL, 27 FEET NORTH OF A 16-INCH OAK
 PO0646'TREE, 30 FEET EAST OF AN OAK TREE, AND PROJECTS 4 INCHES.
 PO0646'
 PO0646'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION ON THE SOUTH
 PO0646'EDGE OF THE RIDGE NEAR THE FOOT PATH, 30 FEET NORTHEAST OF THE
 PO0646'SOUTHWEST EDGE OF THE RIDGE, AND PROJECTS 9 INCHES.
 PO0646'
 PO0646'AZIMUTH MARK IS WEST OF THE STATION, IN FRONT OF 1422 WEST
 PO0646'SUMMIT STREET IN THE SIDEWALK ON THE NORTH SIDE OF THE STREET,
 PO0646'6 INCHES NORTH OF THE SOUTH EDGE OF THE SIDEWALK, 34 FEET
 PO0646'WEST OF THE WEST EDGE OF THE WALK ON THE WEST SIDE OF SPRING
 PO0646'STREET.
 PO0646'
 PO0646'MT. SIMON AND MT. WASHINGTON ARE VISIBLE FROM THE GROUND AT
 PO0646'THIS STATION.
 PO0646'
 PO0646'A 60-FOOT TOWER AT THOMPSON IS VISIBLE FROM THE GROUND AT THIS
 PO0646'STATION.
 PO0646'
 PO0646'A LIGHT 74 FEET AT NELS COMES INTO VIEW 40 FEET ABOVE THIS
 PO0646'STATION.
 PO0646'
 PO0646'A LIGHT 47 FEET AT ZICH COMES INTO VIEW 15 FEET ABOVE THIS
 PO0646'STATION.
 PO0646'
 PO0646'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 PO0646'BRONZE DISKS SET IN ROUND CONCRETE POSTS.
 PO0646
 PO0646                          STATION RECOVERY (1934)
 PO0646
 PO0646'RECOVERY NOTE BY CITY OF EAU CLAIRE WISCONSIN 1934
 PO0646'RECOVERED IN GOOD CONDITION.
 PO0646
 PO0646                          STATION RECOVERY (1964)
 PO0646
 PO0646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RCY)
 PO0646'THE STATION AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 PO0646'CONDITION AS DESCRIBED.  REFERENCE MARK NO. 2 WAS FOUND UPROOTED
 PO0646'AND THE DISK WAS REMOVED BY THIS PARTY.  THE AZIMUTH MARK WAS
 PO0646'NOT LOOKED FOR.
 PO0646
 PO0646                          STATION RECOVERY (1971)
 PO0646
 PO0646'RECOVERY NOTE BY WI DEPT OF TRANSP 1971 (ELH)
 PO0646'MT TOM DESCRIPTION ADEQUATE.  STATION AND REF MK FOUND AS
 PO0646'DESCRIBED IN GOOD CONDITION.
 PO0646
 PO0646                          STATION RECOVERY (1972)
 PO0646
 PO0646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JSA)
 PO0646'STATION IS OK.
 PO0646'
 PO0646'REFERENCE MARK NO. 1 IS OK.
 PO0646'
 PO0646'REFERENCE MARK NO. 2 NOT FOUND.
 PO0646'
 PO0646'AZIMUTH MARK IS OK, BUT NOT VISIBLE BECAUSE OF TREES.
 PO0646'
 PO0646'DESCRIPTION IS ADEQUATE.
 PO0646'
 PO0646'DIRECTION TO REFERENCE MARK NO. 1 MISSED -90.25 IN.
 PO0646'
 PO0646'DISTANCE TO REFERENCE MARK NO. 1 MISSED +0.02 FT.
 PO0646'
 PO0646'STANDARD BRACED TRIPOD USED.
 PO0646
 PO0646                          STATION RECOVERY (1974)
 PO0646
 PO0646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 PO0646'THE STATION MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD
 PO0646'CONDITION.  REFERENCE MARK 2 WAS NOT FOUND AND ASSUMED TO HAVE
 PO0646'BEEN DESTROYED.  THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION
 PO0646'BUT OBSTRUCTED TO THE STATION BY TREES.  DUE TO WEATHER CONDITIONS
 PO0646'NO V.G. OBJECTS COULD BE SEEN FROM WHICH A NEW AZIMUTH MARK COULD
 PO0646'BE SET.  REFERENCE MARK 3 WAS SET.  THE DISTANCE TO REFERENCE
 PO0646'MARK 1 CHECKED.  A NEW DESCRIPTION FOLLOWS--
 PO0646'
 PO0646'THE STATION IS LOCATED ON THE SOUTHWEST SLOPE OF MT. TOM FUTURE
 PO0646'SCENIC AREA, OWNED AND OPERATED BY THE CITY OF EAU CLAIRE, 64
 PO0646'FEET NORTHEAST OF A POWER POLE, 54 FEET SOUTHWEST OF A POWER
 PO0646'POLE, 177 FEET WEST OF THE NORTHWEST CORNER OF A WOVEN WIRE FENCE
 PO0646'AROUND A RED BRICK TRANSMITTER SHED AND SET IN THE MIDDLE OF A
 PO0646'ROAD RUNNING SOUTHWEST NEAR THE SOUTHWEST END OF THE RIDGE.  THE
 PO0646'MONUMENT IS FLUSH AND THE DISK IS STAMPED MT. TOM 1934.
 PO0646'
 PO0646'REFERENCE MARK 1 IS 1 FOOT WEST OF A METAL WITNESS POST, 27 FEET
 PO0646'EAST OF A 16 INCH OAK TREE, 55 FEET NORTHWEST OF A POWER POLE,
 PO0646'13 FEET NORTH OF THE CENTERLINE OF THE ROAD AND 78 FEET NORTHWEST
 PO0646'OF THE NORTHWEST CORNER OF THE FENCE.  THE MONUMENT PROJECTS 6
 PO0646'INCHES AND THE DISK IS STAMPED MT. TOM NO 1 1934.
 PO0646'
 PO0646'REFERENCE MARK 3 IS A STANDARD DISK STAMPED MT. TOM 1934 NO 3
 PO0646'1974 SET IN A DRILL HOLE IN OUTCROPPING BEDROCK ON THE SOUTH SIDE
 PO0646'OF THE TRAIL ABOUT 1 FOOT LOWER IN ELEVATION THAN THE STATION
 PO0646'MARK, 42 FEET EAST OF A POWER POLE AND 77 FEET SOUTHWEST OF A
 PO0646'POWER POLE.
 PO0646'
 PO0646'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MT. TOM 1934 AZIMUTH
 PO0646'SET IN A DRILL HOLE NEAR THE SOUTH EDGE OF A CONCRETE SIDEWALK
 PO0646'ON THE NORTH SIDE OF SUMMIT STREET, IN FRONT OF HOUSE 1422, 67
 PO0646'FEET WEST OF THE CENTERLINE OF SPRING ST., 26 FEET NORTH OF THE
 PO0646'CENTERLINE OF SUMMIT ST., 4 FEET EAST OF THE CENTERLINE OF
 PO0646'SIDEWALK TO HOUSE 1422 AND 37 FEET SOUTHWEST OF THE SOUTHEAST
 PO0646'CORNER OF THE HOUSE.
 PO0646'
 PO0646'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 PO0646'
 PO0646'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PO0646'AT EAU CLAIRE.
 PO0646
 PO0646                          STATION RECOVERY (1980)
 PO0646
 PO0646'RECOVERY NOTE BY WI DEPT OF TRANSP 1980 (LTJ)
 PO0646'MT. TOM STATION, REFERENCE MARK NO. 1 AND AZIMUTH MARK IN GOOD
 PO0646'CONDITION.
 PO0646'
 PO0646'DESCRIPTION--THE MARK IS SET IN THE CENTER OF A TRAIL ON THE CENTER
 PO0646'OF THE NARROW RIDGE WHICH RUNS IN A SOUTHWESTERLY DIRECTION FOR THE
 PO0646'MAIN PART OF THE MOUND.  IT IS 225 FEET SW OF POWER POLE 513, 54.2
 PO0646'FEET WEST OF ANOTHER POWER POLE, 38.5 FEET SW OF A 13-INCH OAK, 28
 PO0646'FEET N. OF A 10-INCH OAK, AND IS FLUSH WITH GROUND.  REFERENCE
 PO0646'MARK NO. 1 LIES 13 FEET NORTH OF TRAIL, AT A POINT 111 FEET ALONG
 PO0646'TRAIL FROM POWER POLE 513, AND PROJECTS 4 INCHES.
 PO0646
 PO0646                          STATION RECOVERY (1990)
 PO0646
 PO0646'RECOVERY NOTE BY AERO SERVICE CORPORATION 1990
 PO0646'THE STATION IS LOCATED ON THE SOUTHWEST SLOPE OF MT. TOM FUTURE
 PO0646'SCENIC AREA, OWNED AND OPERATED BY THE CITY OF EAU CLAIRE, 64
 PO0646'FEET NORTHEAST OF A POWER POLE, 54 FEET SOUTHWEST OF A POWER
 PO0646'POLE, 177 FEET WEST OF THE NORTHWEST CORNER OF A WOVEN WIRE FENCE
 PO0646'AROUND A RED BRICK TRANSMITTER SHED AND SET IN THE MIDDLE OF A
 PO0646'ROAD RUNNING SOUTHWEST NEAR THE SOUTHWEST END OF THE RIDGE.  THE
 PO0646'MONUMENT IS FLUSH AND THE DISK IS STAMPED MT. TOM 1934.
 PO0646
 PO0646                          STATION RECOVERY (1990)
 PO0646
 PO0646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 PO0646'THE STATION IS LOCATED IN THE CITY OF EAU CLAIRE, ABOUT 19.3 KM
 PO0646'(12.0 MI) SOUTHEAST OF CHIPPEWA FALLS.  OWNERSHIP--CITY OF EAU
 PO0646'CLAIRE, PHONE (715)-839-4902.
 PO0646'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 53 AND MAIN STREET IN EAU
 PO0646'CLAIRE, GO NORTH ON STATE HIGHWAY 53 FOR 0.48 KM (0.30 MI) TO THE
 PO0646'EXIT RAMP FOR BIRCH STREET, TAKE THE EXIT FOR 0.32 KM (0.20 MI) TO
 PO0646'THE JUNCTION OF BIRCH STREET, TURN LEFT, WEST, ON BIRCH STREET AND GO
 PO0646'0.56 KM (0.35 MI) TO THE JUNCTION OF DAVIS STREET ON THE LEFT, TURN
 PO0646'LEFT, SOUTH, ON DAVIS STREET FOR 0.08 KM (0.05 MI) TO A PAVED ROAD
 PO0646'LEADING UPHILL.  NOTE--THE ENTRANCE OF THE PAVED ROAD IS BRICK.  TURN
 PO0646'LEFT, SOUTHEAST, ON THE ROAD LEADING UPHILL FOR 0.48 KM (0.30 MI) TO
 PO0646'A TURN-AROUND AND A RADIO TOWER, TURN LEFT, SOUTHWEST ON TRAIL ROAD
 PO0646'FOR ABOUT 0.08 KM (0.05 MI) TO ITS END AND THE STATION ON THE LEFT,
 PO0646'ABOUT 0.06 M (0.20 FT) BELOW THE SURFACE OF THE GROUND AND ALONG THE
 PO0646'SOUTHEAST EDGE OF THE TRACK ROAD.
 PO0646'THE STATION IS LOCATED 16.4 M (53.8 FT) WEST-SOUTHWEST OF A POWER POLE
 PO0646'WITH LINES RUNNING DOWN HILL, 19.2 M (63.0 FT) EAST OF A POWER POLE
 PO0646'WITH LINES CROSSING THE TRACK ROAD, 0.7 M (2.3 FT) SOUTH-SOUTHEAST OF
 PO0646'THE CENTER OF THE TRACK ROAD AND 0.45 M (1.48 FT) NORTH OF A
 PO0646'FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0738 ***********************************************************************
 PO0738  DESIGNATION -  MT WASHINGTON
 PO0738  PID         -  PO0738
 PO0738  STATE/COUNTY-  WI/EAU CLAIRE
 PO0738  USGS QUAD   -  EAU CLAIRE WEST (1982)
 PO0738
 PO0738                         *CURRENT SURVEY CONTROL
 PO0738  ___________________________________________________________________
 PO0738* NAD 83(1991)-  44 47 53.28040(N)    091 32 19.59044(W)     ADJUSTED  
 PO0738* NAVD 88     -       338.     (meters)    1109.     (feet)  SCALED    
 PO0738  ___________________________________________________________________
 PO0738  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 PO0738  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 PO0738
 PO0738  HORZ ORDER  -  FIRST
 PO0738
 PO0738.The horizontal coordinates were established by classical geodetic methods
 PO0738.and adjusted by the National Geodetic Survey in March 1999..
 PO0738
 PO0738.The orthometric height was scaled from a topographic map.
 PO0738
 PO0738.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0738
 PO0738.The geoid height was determined by GEOID03.
 PO0738
 PO0738;                    North         East     Units Scale Factor Converg.
 PO0738;SPC WI C     -   108,360.513   478,261.574   MT  0.99994163   -1 05 08.6
 PO0738;SPC WI C     -   355,512.78  1,569,096.51   sFT  0.99994163   -1 05 08.6
 PO0738;UTM  15      - 4,961,564.489   615,570.657   MT  0.99976424   +1 01 47.0
 PO0738
 PO0738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0738!SPC WI C     -   0.99995185  x   0.99994163  =   0.99989348
 PO0738!UTM  15      -   0.99995185  x   0.99976424  =   0.99971610
 PO0738
 PO0738:                Primary Azimuth Mark                     Grid Az
 PO0738:SPC WI C     -  EAU CLAIRE CO INSANE ASYLUM TK           007 50 40.3
 PO0738:UTM  15      -  EAU CLAIRE CO INSANE ASYLUM TK           005 43 44.7
 PO0738
 PO0738|---------------------------------------------------------------------|
 PO0738| PID    Reference Object                     Distance      Geod. Az  |
 PO0738|                                                           dddmmss.s |
 PO0738| PO0736 EAU CLAIRE CO INSANE ASYLUM TK      APPROX. 4.0 KM 0064531.7 |
 PO0738| PO0659 CHIPPEWA FALLS ST JOS HOSP STK      APPROX.18.9 KM 0340812.2 |
 PO0738| PO0661 CHIPPEWA FALLS WEST PART STACK      APPROX.17.5 KM 0350703.8 |
 PO0738| PO0660 CHIPPEWA FALLS MUN STANDPIPE        APPROX.20.2 KM 0370915.8 |
 PO0738| PO0735 EAU CLAIRE WALTERS BREWERY STK      APPROX. 3.7 KM 0482006.1 |
 PO0738| PO0746 EAU CLAIRE SAC HEART HOSP STK       APPROX. 3.9 KM 0504936.1 |
 PO0738| PO0647 EAU CLAIRE SAC HEART N CROSS        APPROX. 3.8 KM 0541145.9 |
 PO0738| PO0645 EAU CLAIRE SAC HEART S CROSS        APPROX. 3.8 KM 0542309.6 |
 PO0738| PO0739 EAU CLAIRE ST PATRICKS SCH CUP      APPROX. 2.7 KM 0582520.4 |
 PO0738| PO0740 EAU CLAIRE ST PATRICKS CH           APPROX. 2.8 KM 0584932.5 |
 PO0738| PO0651 EAU CLAIRE ST JOHNS LUTH CH         APPROX. 3.6 KM 0634323.0 |
 PO0738| PO0655 EAU CLAIRE GILLETTE RUB N STK       APPROX. 4.3 KM 0634815.0 |
 PO0738| PO0657 EAU CLAIRE GILLETTE RUB S STK       APPROX. 4.3 KM 0640248.5 |
 PO0738| PO0648 EAU CLAIRE HIGH SCHOOL STACK        APPROX. 3.7 KM 0655716.8 |
 PO0738| PO0745 EAU CLAIRE JR HS STEEPLE            APPROX. 2.7 KM 0665252.7 |
 PO0738| PO0742 EAU CLAIRE FIRST CONG CH TOWER      APPROX. 2.7 KM 0730737.8 |
 PO0738| PO0656 ALTOONA MUNICIPAL TANK              APPROX. 8.2 KM 0873133.9 |
 PO0738| CJ5787 MT WASHINGTON RM 1                   36.043 METERS 20133     |
 PO0738| CJ5788 MT WASHINGTON RM 2                   20.130 METERS 26409     |
 PO0738| PO0744 MT WASHINGTON                        36.866 METERS 34534     |
 PO0738|---------------------------------------------------------------------|
 PO0738
 PO0738                          SUPERSEDED SURVEY CONTROL
 PO0738
 PO0738  NAD 83(1991)-  44 47 53.27966(N)    091 32 19.59174(W) AD(       ) 1
 PO0738  NAD 83(1986)-  44 47 53.27509(N)    091 32 19.60893(W) AD(       ) 1
 PO0738  NAD 27      -  44 47 53.42300(N)    091 32 19.02600(W) AD(       ) 1
 PO0738
 PO0738.Superseded values are not recommended for survey control.
 PO0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0738.See file dsdata.txt to determine how the superseded data were derived.
 PO0738
 PO0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK1557161564(NAD 83)
 PO0738_MARKER: DS = TRIANGULATION STATION DISK
 PO0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0738_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PO0738_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PO0738+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2003
 PO0738
 PO0738  HISTORY     - Date     Condition        Report By
 PO0738  HISTORY     - 1934     MONUMENTED       CGS
 PO0738  HISTORY     - 1944     GOOD             CGS
 PO0738  HISTORY     - 1971     GOOD             WIHD
 PO0738  HISTORY     - 1972     GOOD             NGS
 PO0738  HISTORY     - 20030425 GOOD             USPSQD
 PO0738
 PO0738                          STATION DESCRIPTION
 PO0738
 PO0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 PO0738'THIS STATION IS ON A LEVEL STRIP OF LAND ON THE SOUTHEAST
 PO0738'SIDE OF THE MOUND KNOWN AS MOUNT WASHINGTON, IN THE SOUTHWEST
 PO0738'CORNER OF THE CITY OF EAU CLAIRE.  IN THE NORTHWEST QUARTER
 PO0738'SEC. 25, T. 27 N., R. 10 W.  THE MARK IS 15 FEET BACK FROM THE
 PO0738'EDGE OF THE BLUFF, 100 FEET EAST-SOUTHEAST OF THE SKI JUMP
 PO0738'TOWER, AND PROJECTS 8 INCHES.  THIS POINT OVERLOOKS THE CITY.
 PO0738'
 PO0738'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION, ACROSS A
 PO0738'CUT, 7 FEET NORTHWEST OF THE EDGE OF THE BLUFF, 7 FEET NORTH
 PO0738'OF A DOUBLE OAK AT THE EDGE OF THE BLUFF, 105.60 FEET SOUTH
 PO0738'OF REFERENCE MARK NO. 2, AND PROJECTS 6 INCHES.
 PO0738'
 PO0738'REFERENCE MARK NO. 2 IS WEST OF THE STATION, IN A GROUP OF
 PO0738'SMALL WHITE BIRCHES, AND PROJECTS 8 INCHES.
 PO0738'
 PO0738'NO AZIMUTH MARK WAS SET.
 PO0738'
 PO0738'MOUNT WASHINGTON (CITY OF EAU CLAIRE) IS NORTH OF THE STATION,
 PO0738'AND IS A DRILL HOLE IN BRASS CAP IN THE TOP OF AN IRON PIPE
 PO0738'IN THE CENTER OF AN 8-INCH IRON SEWER PIPE.  THE MARK IS ON
 PO0738'A LEVEL EXCAVATED PLACE ON THE NORTHEAST SIDE OF THE MOUND,
 PO0738'6 FEET BACK FROM THE EDGE OF THE BLUFF, 130 FEET EAST-NORTHEAST
 PO0738'OF THE SKI JUMP TOWER, AND IS ON THE PROJECTION OF THE CENTER
 PO0738'LINE OF MENOMONIE STREET TO THE EAST.
 PO0738'
 PO0738'LIGHTS 4 FEET ABOVE MOUNT SIMON, 74 FEET ABOVE CHIPPEWA FALLS
 PO0738'AND NELS, 47 FEET ABOVE ZICH, AND 60 FEET ABOVE THOMPSON,
 PO0738'ARE VISIBLE FROM THE GROUND AT THIS STATION, WITH SLIGHT CLEARING.
 PO0738'ALL OTHER OBJECTS ARE ALSO VISIBLE WITH SLIGHT CLEARING.
 PO0738'MT. TOM IS VISIBLE FROM THE GROUND.
 PO0738
 PO0738                          STATION RECOVERY (1944)
 PO0738
 PO0738'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (ARG)
 PO0738'DESCRIPTION SUFFICIENT.
 PO0738
 PO0738                          STATION RECOVERY (1971)
 PO0738
 PO0738'RECOVERY NOTE BY WI HIGHWAY DEPT 1971 (ELH)
 PO0738'DESCRIPTION ADEQUATE.  STATION AND REFERENCE MARK FOUND AS
 PO0738'DESCRIBED IN GOOD CONDITION.
 PO0738
 PO0738                          STATION RECOVERY (1972)
 PO0738
 PO0738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JSA)
 PO0738'STATION IS OK.
 PO0738'
 PO0738'REFERENCE MARK NO. 1 NOT VISITED.
 PO0738'
 PO0738'REFERENCE MARK NO. 2 IS OK.
 PO0738'
 PO0738'DESCRIPTION IS ADEQUATE.
 PO0738'
 PO0738'DIRECTION TO REFERENCE MARK NO. 2 MISSED +62.62.
 PO0738'
 PO0738'DISTANCE TO REFERENCE MARK NO. 2 MISSED -.02 FT.
 PO0738'
 PO0738'STANDARD BRACED TRIPOD USED.
 PO0738
 PO0738                          STATION RECOVERY (2003)
 PO0738
 PO0738'RECOVERY NOTE BY US POWER SQUADRON 2003 (LEK)
 PO0738'REFERENCE MARK NO. 1, OK
 PO0738'REFERENCE MARK NO. 2, OK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0744 ***********************************************************************
 PO0744  DESIGNATION -  MT WASHINGTON
 PO0744  PID         -  PO0744
 PO0744  STATE/COUNTY-  WI/EAU CLAIRE
 PO0744  USGS QUAD   -  EAU CLAIRE WEST (1982)
 PO0744
 PO0744                         *CURRENT SURVEY CONTROL
 PO0744  ___________________________________________________________________
 PO0744* NAD 83(1991)-  44 47 54.43699(N)    091 32 20.00855(W)     ADJUSTED  
 PO0744* NAVD 88     -       338.     (meters)    1109.     (feet)  SCALED    
 PO0744  ___________________________________________________________________
 PO0744  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 PO0744  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 PO0744
 PO0744  HORZ ORDER  -  SECOND
 PO0744
 PO0744.The horizontal coordinates were established by classical geodetic methods
 PO0744.and adjusted by the National Geodetic Survey in March 1999..
 PO0744
 PO0744.The orthometric height was scaled from a topographic map.
 PO0744
 PO0744.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0744
 PO0744.The geoid height was determined by GEOID03.
 PO0744
 PO0744;                    North         East     Units Scale Factor Converg.
 PO0744;SPC WI C     -   108,396.382   478,253.063   MT  0.99994162   -1 05 08.9
 PO0744;SPC WI C     -   355,630.46  1,569,068.59   sFT  0.99994162   -1 05 08.9
 PO0744;UTM  15      - 4,961,600.012   615,560.830   MT  0.99976422   +1 01 46.7
 PO0744
 PO0744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0744!SPC WI C     -   0.99995185  x   0.99994162  =   0.99989347
 PO0744!UTM  15      -   0.99995185  x   0.99976422  =   0.99971608
 PO0744
 PO0744                          SUPERSEDED SURVEY CONTROL
 PO0744
 PO0744  NAD 83(1991)-  44 47 54.43625(N)    091 32 20.00984(W) AD(       ) 2
 PO0744  NAD 83(1986)-  44 47 54.43168(N)    091 32 20.02703(W) AD(       ) 2
 PO0744  NAD 27      -  44 47 54.58000(N)    091 32 19.44400(W) AD(       ) 2
 PO0744
 PO0744.Superseded values are not recommended for survey control.
 PO0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0744.See file dsdata.txt to determine how the superseded data were derived.
 PO0744
 PO0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK1556161600(NAD 83)
 PO0744_MARKER: P = PIPE CAP
 PO0744_SETTING: 0 = UNSPECIFIED SETTING
 PO0744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PO0744_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PO0744+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2003
 PO0744
 PO0744  HISTORY     - Date     Condition        Report By
 PO0744  HISTORY     - 1934     MONUMENTED       WI1470
 PO0744  HISTORY     - 20030425 GOOD             USPSQD
 PO0744
 PO0744                          STATION DESCRIPTION
 PO0744
 PO0744'DESCRIBED BY CITY OF EAU CLAIRE WISCONSIN 1934
 PO0744'MOUNT WASHINGTON (CITY OF EAU CLAIRE) IS NORTH OF THE STATION,
 PO0744'AND IS A DRILL HOLE IN BRASS CAP IN THE TOP OF AN IRON PIPE
 PO0744'IN THE CENTER OF AN 8-INCH IRON SEWER PIPE.  THE MARK IS ON
 PO0744'A LEVEL EXCAVATED PLACE ON THE NORTHEAST SIDE OF THE MOUND,
 PO0744'6 FEET BACK FROM THE EDGE OF THE BLUFF, 130 FEET EAST-NORTHEAST
 PO0744'OF THE SKI JUMP TOWER, AND IS ON THE PROJECTION OF THE CENTER
 PO0744'LINE OF MENOMONIE STREET TO THE EAST.
 PO0744
 PO0744                          STATION RECOVERY (2003)
 PO0744
 PO0744'RECOVERY NOTE BY US POWER SQUADRON 2003 (LEK)
 PO0744'PO0738 IS 36.866 M BEA. S 166 39' E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5366 ***********************************************************************
 DH5366  DESIGNATION -  MT ZION GPS
 DH5366  PID         -  DH5366
 DH5366  STATE/COUNTY-  WI/CRAWFORD
 DH5366  USGS QUAD   -  GAYS MILLS (1983)
 DH5366
 DH5366                         *CURRENT SURVEY CONTROL
 DH5366  ___________________________________________________________________
 DH5366* NAD 83(1997)-  43 15 27.10683(N)    090 45 29.17693(W)     ADJUSTED  
 DH5366* NAVD 88     -                                                        
 DH5366  ___________________________________________________________________
 DH5366  X           -     -61,559.135 (meters)                     COMP
 DH5366  Y           -  -4,652,223.841 (meters)                     COMP
 DH5366  Z           -   4,348,605.058 (meters)                     COMP
 DH5366  LAPLACE CORR-          -7.30  (seconds)                    DEFLEC99
 DH5366  ELLIP HEIGHT-         325.35  (meters)          (08/01/05) GPS OBS
 DH5366  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 DH5366
 DH5366  HORZ ORDER  -  FIRST
 DH5366  ELLP ORDER  -  SECOND    CLASS I
 DH5366
 DH5366.The horizontal coordinates were established by GPS observations
 DH5366.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5366
 DH5366
 DH5366.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5366
 DH5366.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5366
 DH5366.The ellipsoidal height was determined by GPS observations
 DH5366.and is referenced to NAD 83.
 DH5366
 DH5366.The geoid height was determined by GEOID03.
 DH5366
 DH5366;                    North         East     Units Scale Factor Converg.
 DH5366;SPC WI S     -   139,979.062   538,447.012   MT  0.99993568   -0 31 15.2
 DH5366;SPC WI S     -   459,247.97  1,766,554.91   sFT  0.99993568   -0 31 15.2
 DH5366;UTM  15      - 4,791,853.997   681,971.077   MT  1.00000735   +1 32 12.3
 DH5366
 DH5366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5366!SPC WI S     -   0.99994898  x   0.99993568  =   0.99988466
 DH5366!UTM  15      -   0.99994898  x   1.00000735  =   0.99995633
 DH5366
 DH5366                          SUPERSEDED SURVEY CONTROL
 DH5366
 DH5366.No superseded survey control is available for this station.
 DH5366
 DH5366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH8197191854(NAD 83)
 DH5366_MARKER: DD = SURVEY DISK
 DH5366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5366_STAMPING: MT ZION GPS 2004
 DH5366_MARK LOGO: WIDT  
 DH5366_PROJECTION: FLUSH
 DH5366_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5366+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5366
 DH5366  HISTORY     - Date     Condition        Report By
 DH5366  HISTORY     - 2003     MONUMENTED       WIDT
 DH5366
 DH5366                          STATION DESCRIPTION
 DH5366
 DH5366'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5366'OWNERSHIP--CRAWFORD COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF
 DH5366'US HIGHWAY  61 WITH COUNTY HIGHWAY W ABOUT 9 MI NORTH OF THE CITY OF
 DH5366'BOSCOBEL, GO WEST ON COUNTY  HIGHWAY W FOR 1.1 MI TO HURLBUT ROAD ON
 DH5366'THE LEFT, CONTINUE WEST ON COUNTY HIGHWAY W  FOR 0.15 MI TO THE
 DH5366'STATION ON THE RIGHT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DH5366'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DH5366'A 41-CM DIAMETER  CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DH5366'THE STATION IS 8.6 M NORTH OF  THE CENTERLINE OF COUNTY HIGHWAY W,
 DH5366'14.4 M NORTH OF A WOOD POST FOR A --CURVE AHEAD 30  MPH-- SIGN, 10.3 M
 DH5366'EAST OF A TELEPHONE PEDESTAL --3G 17A 15 4--, 2 M SOUTH OF A
 DH5366'CULTIVATED  FIELD, 1.0 M SOUTH OF AN ORANGE 4X4 PLASTIC WITNESS POST,
 DH5366'1.0 M NORTHEAST OF AN ORANGE  4X4 PLASTIC WITNESS POST, AND 1.0 M
 DH5366'NORTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.   ---NOTE---THIS
 DH5366'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DH5366'ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0124 ***********************************************************************
 PM0124  PACS        -  This is a Primary Airport Control Station.
 PM0124  DESIGNATION -  MTW AP STA A
 PM0124  PID         -  PM0124
 PM0124  STATE/COUNTY-  WI/MANITOWOC
 PM0124  USGS QUAD   -  MISHICOT (1978)
 PM0124
 PM0124                         *CURRENT SURVEY CONTROL
 PM0124  ___________________________________________________________________
 PM0124* NAD 83(1997)-  44 07 48.94838(N)    087 40 56.54120(W)     ADJUSTED  
 PM0124* NAVD 88     -       197.743  (meters)     648.76   (feet)  ADJUSTED  
 PM0124  ___________________________________________________________________
 PM0124  X           -     185,435.002 (meters)                     COMP
 PM0124  Y           -  -4,581,775.051 (meters)                     COMP
 PM0124  Z           -   4,418,604.432 (meters)                     COMP
 PM0124  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 PM0124  ELLIP HEIGHT-         161.59  (meters)          (04/28/99) GPS OBS
 PM0124  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 PM0124  DYNAMIC HT  -         197.711 (meters)     648.66  (feet)  COMP
 PM0124  MODELED GRAV-     980,454.6   (mgal)                       NAVD 88
 PM0124
 PM0124  HORZ ORDER  -  A
 PM0124  VERT ORDER  -  SECOND    CLASS I
 PM0124  ELLP ORDER  -  THIRD     CLASS I
 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 April 1999..
 PM0124
 PM0124.The orthometric height was determined by differential leveling
 PM0124.and adjusted by the National Geodetic Survey in May 2003..
 PM0124
 PM0124.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PM0124
 PM0124.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0124
 PM0124.The ellipsoidal height was determined by GPS observations
 PM0124.and is referenced to NAD 83.
 PM0124
 PM0124.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PM0124;SPC WI S     -   239,238.561   785,459.521   MT  1.00001354   +1 35 32.8
 PM0124;SPC WI S     -   784,901.85  2,576,961.78   sFT  1.00001354   +1 35 32.8
 PM0124;UTM  16      - 4,886,567.426   445,411.184   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                          SUPERSEDED SURVEY CONTROL
 PM0124
 PM0124  NAD 83(1991)-  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 (06/15/91)  197.696  (m)          648.61   (f) UNKNOWN     1 0
 PM0124  NGVD 29 (??/??/92)  197.70   (m)          648.6    (f) COMPUTED    1 0
 PM0124
 PM0124.Superseded values are not recommended for survey control.
 PM0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0124.See file dsdata.txt to determine how the superseded data were derived.
 PM0124
 PM0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4541186567(NAD 83)
 PM0124_MARKER: DT = TOPOGRAPHIC STATION DISK
 PM0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0124_SP_SET: 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 14, 2001
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4619 ***********************************************************************
 AA4619  SACS        -  This is a Secondary Airport Control Station.
 AA4619  DESIGNATION -  MTW C 1993
 AA4619  PID         -  AA4619
 AA4619  STATE/COUNTY-  WI/MANITOWOC
 AA4619  USGS QUAD   -  MISHICOT (1978)
 AA4619
 AA4619                         *CURRENT SURVEY CONTROL
 AA4619  ___________________________________________________________________
 AA4619* NAD 83(1997)-  44 08 12.73859(N)    087 41 07.22317(W)     ADJUSTED  
 AA4619* NAVD 88     -       198.62   (+/-2cm)     651.6    (feet)  VERTCON   
 AA4619  ___________________________________________________________________
 AA4619  X           -     185,177.097 (meters)                     COMP
 AA4619  Y           -  -4,581,274.379 (meters)                     COMP
 AA4619  Z           -   4,419,132.079 (meters)                     COMP
 AA4619  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 AA4619  ELLIP HEIGHT-         162.48  (meters)          (05/03/99) GPS OBS
 AA4619  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 AA4619
 AA4619  HORZ ORDER  -  FIRST
 AA4619  VERT ORDER  -  THIRD ? (See Below)
 AA4619  ELLP ORDER  -  FOURTH    CLASS I
 AA4619
 AA4619.This mark is at Manitowoc Airport (MTW)
 AA4619
 AA4619.The horizontal coordinates were established by GPS observations
 AA4619.and adjusted by the National Geodetic Survey in May 1999..
 AA4619.No horizontal observational check was made to the station.
 AA4619
 AA4619.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4619
 AA4619.GPS derived orthometric heights for airport stations designated as
 AA4619.PACS or SACS are published to 2 decimal places.  This maintains
 AA4619.centimeter relative accuracy between the PACS and SACS.  It does
 AA4619.not indicate centimeter accuracy relative to other marks which are
 AA4619.part of the NAVD 88 network.
 AA4619.The vertical order pertains to the NGVD 29 superseded value.
 AA4619
 AA4619.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4619
 AA4619.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4619
 AA4619.The ellipsoidal height was determined by GPS observations
 AA4619.and is referenced to NAD 83.
 AA4619
 AA4619.The geoid height was determined by GEOID03.
 AA4619
 AA4619;                    North         East     Units Scale Factor Converg.
 AA4619;SPC WI S     -   239,965.984   785,201.762   MT  1.00001502   +1 35 25.5
 AA4619;SPC WI S     -   787,288.40  2,576,116.11   sFT  1.00001502   +1 35 25.5
 AA4619;UTM  16      - 4,887,303.398   445,179.925   MT  0.99963696   -0 28 38.2
 AA4619
 AA4619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4619!SPC WI S     -   0.99997452  x   1.00001502  =   0.99998954
 AA4619!UTM  16      -   0.99997452  x   0.99963696  =   0.99961149
 AA4619
 AA4619                          SUPERSEDED SURVEY CONTROL
 AA4619
 AA4619  NAD 83(1991)-  44 08 12.73783(N)    087 41 07.22219(W) AD(       ) 1
 AA4619  ELLIP H (09/30/94)  162.57   (m)                       GP(       ) 4 2
 AA4619  NGVD 29 (09/30/94)  198.62   (m)          651.6    (f) LEVELING    3  
 AA4619
 AA4619.Superseded values are not recommended for survey control.
 AA4619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4619.See file dsdata.txt to determine how the superseded data were derived.
 AA4619
 AA4619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4518087303(NAD 83)
 AA4619_MARKER: DD = SURVEY DISK
 AA4619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4619_STAMPING: MTW C 1993
 AA4619_MARK LOGO: NOS   
 AA4619_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA4619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4619+STABILITY: SURFACE MOTION
 AA4619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4619+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA4619
 AA4619  HISTORY     - Date     Condition        Report By
 AA4619  HISTORY     - 1993     MONUMENTED       NOS
 AA4619
 AA4619                          STATION DESCRIPTION
 AA4619
 AA4619'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (RAH)
 AA4619'THE STATION IS LOCATED AT THE NORTH END OF MANITOWOC COUNTY AIRPORT IN
 AA4619'MANITOWOC, WI. THE STATION IS 1030.0 FT (313.9 M) NORTH AND 238.0 FT
 AA4619'(72.5 M) WEST OF RUNWAY END 17 AND ON LINE WITH THE 1000 FT (304.8 M)
 AA4619'APPROACH LIGHT BAR, 166.8 FT (50.8 M) EAST OF THE SOUTHEAST CORNER OF
 AA4619'AN EQUIPMENT BUILDING AND 26.2 FT (8.0 M) NORTH OF A GRAVEL ROAD. THE
 AA4619'STATION IS A STANDARD NOS SURVEY DISK  AND SET IN A 12 IN CONCRETE
 AA4619'MONUMENT 0.1 FT (3.0 CM) BELOW THE GROUND. TO OBTAIN ACCESS TO THE
 AA4619'AIRPORT AND THE STATION CONTACT MR. PAUL HANSON, AIRPORT
 AA4619'SUPERINTENDENT, MANITOWOC COUNTY AIRPORT, MENASHA AVENUE, MANITOWOC,
 AA4619'WI 54220, PHONE (414) 683-4594.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1122 ***********************************************************************
 OM1122  DESIGNATION -  MUIR
 OM1122  PID         -  OM1122
 OM1122  STATE/COUNTY-  WI/COLUMBIA
 OM1122  USGS QUAD   -  POYNETTE (1984)
 OM1122
 OM1122                         *CURRENT SURVEY CONTROL
 OM1122  ___________________________________________________________________
 OM1122* NAD 83(1991)-  43 22 48.05121(N)    089 23 45.05330(W)     ADJUSTED  
 OM1122* NAVD 88     -       284.     (meters)     932.     (feet)  SCALED    
 OM1122  ___________________________________________________________________
 OM1122  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 OM1122  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 OM1122
 OM1122  HORZ ORDER  -  THIRD
 OM1122
 OM1122.The horizontal coordinates were established by classical geodetic methods
 OM1122.and adjusted by the National Geodetic Survey in November 1991..
 OM1122
 OM1122.The orthometric height was scaled from a topographic map.
 OM1122
 OM1122.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1122
 OM1122.The geoid height was determined by GEOID03.
 OM1122
 OM1122;                    North         East     Units Scale Factor Converg.
 OM1122;SPC WI S     -   153,483.606   648,954.719   MT  0.99993262   +0 24 54.4
 OM1122;SPC WI S     -   503,554.13  2,129,112.27   sFT  0.99993262   +0 24 54.4
 OM1122;UTM  16      - 4,805,803.950   305,922.851   MT  1.00006335   -1 38 45.8
 OM1122
 OM1122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1122!SPC WI S     -   0.99996096  x   0.99993262  =   0.99989359
 OM1122!UTM  16      -   0.99996096  x   1.00006335  =   1.00002431
 OM1122
 OM1122|---------------------------------------------------------------------|
 OM1122| PID    Reference Object                     Distance      Geod. Az  |
 OM1122|                                                           dddmmss.s |
 OM1122| CI9406 MUIR RM 1                             9.267 METERS 08359     |
 OM1122| CI9407 MUIR RM 2                            11.118 METERS 19724     |
 OM1122| CI9405 MUIR AZ MK                                         2573814.1 |
 OM1122| OM1134 ATT MICRO TWR 4 MI N MERRIMAC       APPROX.21.2 KM 2852651.7 |
 OM1122| OM1126 WISCONSIN TEL CO KSA 806 MAST       APPROX.19.1 KM 2882235.6 |
 OM1122|---------------------------------------------------------------------|
 OM1122
 OM1122                          SUPERSEDED SURVEY CONTROL
 OM1122
 OM1122  NAD 83(1986)-  43 22 48.04378(N)    089 23 45.05902(W) AD(       ) 3
 OM1122  NAD 27      -  43 22 48.09500(N)    089 23 44.63310(W) AD(       ) 3
 OM1122
 OM1122.Superseded values are not recommended for survey control.
 OM1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1122.See file dsdata.txt to determine how the superseded data were derived.
 OM1122
 OM1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP0592305804(NAD 83)
 OM1122_MARKER: DS = TRIANGULATION STATION DISK
 OM1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1122
 OM1122  HISTORY     - Date     Condition        Report By
 OM1122  HISTORY     - 1958     MONUMENTED       CGS
 OM1122  HISTORY     - 19940807 GOOD             USPSQD
 OM1122  HISTORY     - 20020921 GOOD             USPSQD
 OM1122
 OM1122                          STATION DESCRIPTION
 OM1122
 OM1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1122'THE STATION IS ABOUT 3/4 OF A MILE SOUTH OF POYNETTE AND
 OM1122'AT THE NORTHWEST EDGE OF A ROAD-SIDE PARK WITH THE JOHN
 OM1122'MUIR VIEW MONUMENT IN THE CENTER OF IT.  IT IS 107 FEET
 OM1122'NORTHWEST OF THE CENTER OF THE MONUMENT, 135 FEET WEST OF
 OM1122'THE CENTERLINE OF U.S. HIGHWAY 51, 11 FEET SOUTHEAST OF A
 OM1122'FENCE CORNER AND 5 FEET SOUTH OF A WHITE WITNESS POST AND
 OM1122'A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 OM1122'MUIR 1958.
 OM1122'
 OM1122'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 OM1122'51 AND STEWART STREET AT THE EAST EDGE OF POYNETTE, GO SOUTH
 OM1122'ON HIGHWAY 51 FOR 0.7 MILE TO THE JOHN MUIR MONUMENT ON THE
 OM1122'RIGHT AND THE STATION AS DESCRIBED.
 OM1122'
 OM1122'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON HIGHWAY
 OM1122'51 FOR 0.15 MILE TO A PAVED CROSSROAD.  TURN RIGHT AND GO
 OM1122'NORTHWEST FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT
 OM1122'AS DESCRIBED.
 OM1122'
 OM1122'REFERENCE MARK 1 IS 105 FEET WEST OF THE CENTERLINE OF HIGHWAY
 OM1122'51, 31 FEET EAST OF THE WHITE WITNESS POST AND 1 FOOT SOUTH
 OM1122'OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 OM1122'MUIR NO 1 1958.
 OM1122'
 OM1122'REFERENCE MARK 2 IS 142 FEET WEST OF THE CENTERLINE OF HIGHWAY
 OM1122'51, 39 FEET SOUTH OF THE FENCE CORNER AND 1 FOOT EAST OF
 OM1122'A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 OM1122'MUIR NO 2 1958.
 OM1122'
 OM1122'THE AZIMUTH MARK IS 30 FEET SOUTHWEST OF THE CENTERLINE OF
 OM1122'THE PAVED ROAD, 1 FOOT NORTHEAST OF A POWER LINE POLE AND 1
 OM1122'FOOT NORTH OF A WHITE WITNESS POST.  THE MONUMENT PROJECTS
 OM1122'3 INCHES AND THE DISK IS STAMPED MUIR 1958.
 OM1122'
 OM1122'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OM1122
 OM1122                          STATION RECOVERY (1994)
 OM1122
 OM1122'RECOVERY NOTE BY US POWER SQUADRON 1994
 OM1122'RECOVERED IN GOOD CONDITION.
 OM1122
 OM1122                          STATION RECOVERY (2002)
 OM1122
 OM1122'RECOVERY NOTE BY US POWER SQUADRON 2002 (SN)
 OM1122'MARK SLIGHTLY BELOW GROUND LEVEL. WITNESS POST WAS MISSING.  STREET IN
 OM1122'POVNETTE IS NOT STEWART ST. BUT E. SEWARD STREET. 0.8 MILES, NOT 0.7
 OM1122'MILES. MARK 140 FT WEST OF HWY 51 CENTERLINE, 10 FT 4 INCHES FROM R/W
 OM1122'POST AND 12 FT 4 INCHES FROM CORNER FENCE POST. RM 1 IS 110 FT WEST OF
 OM1122'CENTERLINE OF HWY 51 SLIGHTLY BELOW GROUND. RM 2 IS 152 FT FROM
 OM1122'CENTERLINE OF HWY 51.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF6059 ***********************************************************************
 DF6059  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6059  DESIGNATION -  MUKWA S GPS
 DF6059  PID         -  DF6059
 DF6059  STATE/COUNTY-  WI/WAUPACA
 DF6059  USGS QUAD   -  READFIELD (1983)
 DF6059
 DF6059                         *CURRENT SURVEY CONTROL
 DF6059  ___________________________________________________________________
 DF6059* NAD 83(1997)-  44 19 48.90712(N)    088 46 46.38521(W)     ADJUSTED  
 DF6059* NAVD 88     -       240.67   (meters)     789.6    (feet)  GPS OBS   
 DF6059  ___________________________________________________________________
 DF6059  X           -      97,338.680 (meters)                     COMP
 DF6059  Y           -  -4,569,018.533 (meters)                     COMP
 DF6059  Z           -   4,434,557.696 (meters)                     COMP
 DF6059  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 DF6059  ELLIP HEIGHT-         204.25  (meters)          (06/11/03) GPS OBS
 DF6059  GEOID HEIGHT-         -36.42  (meters)                     GEOID03
 DF6059
 DF6059  HORZ ORDER  -  FIRST
 DF6059  ELLP ORDER  -  THIRD     CLASS I
 DF6059
 DF6059.The horizontal coordinates were established by GPS observations
 DF6059.and adjusted by the National Geodetic Survey in June 2003..
 DF6059
 DF6059.The orthometric height was determined by GPS observations and a
 DF6059.high-resolution geoid model using precise GPS observation and
 DF6059.processing techniques.
 DF6059
 DF6059.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6059
 DF6059.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6059
 DF6059.The ellipsoidal height was determined by GPS observations
 DF6059.and is referenced to NAD 83.
 DF6059
 DF6059.The geoid height was determined by GEOID03.
 DF6059
 DF6059;                    North         East     Units Scale Factor Converg.
 DF6059;SPC WI C     -    55,948.177   697,337.882   MT  0.99998580   +0 51 40.0
 DF6059;SPC WI C     -   183,556.64  2,287,849.37   sFT  0.99998580   +0 51 40.0
 DF6059;UTM  16      - 4,910,094.195   358,119.250   MT  0.99984757   -1 14 37.5
 DF6059
 DF6059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6059!SPC WI C     -   0.99996797  x   0.99998580  =   0.99995378
 DF6059!UTM  16      -   0.99996797  x   0.99984757  =   0.99981555
 DF6059
 DF6059                          SUPERSEDED SURVEY CONTROL
 DF6059
 DF6059.No superseded survey control is available for this station.
 DF6059
 DF6059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ5811910094(NAD 83)
 DF6059_MARKER: DD = SURVEY DISK
 DF6059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6059_STAMPING: MUKWA S GPS 2001
 DF6059_MARK LOGO: WIDT  
 DF6059_PROJECTION: FLUSH
 DF6059_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6059+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 DF6059
 DF6059  HISTORY     - Date     Condition        Report By
 DF6059  HISTORY     - 2000     MONUMENTED       WIDT
 DF6059  HISTORY     - 20030702 GOOD             USPSQD
 DF6059  HISTORY     - 20050622 GOOD             WIDT
 DF6059
 DF6059                          STATION DESCRIPTION
 DF6059
 DF6059'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DF6059'THE STATION IS LOCATED ABOUT 30 KM WEST-NORTHWEST OF APPLETON, AND 8
 DF6059'KM
 DF6059'SOUTH-SOUTHWEST OF NEW LONDON.  OWNERSHIP--TOWN OF MUKWA.  TO REACH
 DF6059'THE STATION
 DF6059'FROM THE JUNCTION OF US HIGHWAY 10 WITH COUNTY HIGHWAY W IN THE
 DF6059'COMMUNITY OF
 DF6059'READFIELD, GO NORTH ON COUNTY HIGHWAY W FOR 6.7 KM TO CUT OFF ROAD,
 DF6059'TURN LEFT AND GO
 DF6059'WEST ON CUT OFF ROAD FOR 0.1 KM TO THE STATION ON THE RIGHT.  THE
 DF6059'STATION IS A BRONZE
 DF6059'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DF6059'DISK SET IN
 DF6059'THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND
 DF6059'ABOUT LEVEL WITH
 DF6059'THE ROAD PAVEMENT.  THE STATION IS 7.0 M NORTH OF THE CENTERLINE OF
 DF6059'CUT OFF ROAD, 32.3 M
 DF6059'NORTHWEST OF THE TOP CENTER OF A TELEPHONE PEDESTAL --1014--, 28.8 M
 DF6059'WEST OF THE TOP
 DF6059'CENTER OF A TELEPHONE PEDESTAL, 18.1 M NORTH-NORTHWEST OF A POWER POLE
 DF6059'--76-2632 65K
 DF6059'WMPCO--, 1.0 M EAST, 1.0 M WEST, AND 1.0 M SOUTH OF THREE 4X4 ORANGE
 DF6059'PLASTIC WITNESS POSTS.
 DF6059'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF6059'THAN 20 DEGREES ABOVE
 DF6059'THE HORIZON.
 DF6059' 
 DF6059' 
 DF6059' 
 DF6059' 
 DF6059' 
 DF6059' 
 DF6059'
 DF6059
 DF6059                          STATION RECOVERY (2003)
 DF6059
 DF6059'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6059'RECOVERED IN GOOD CONDITION.
 DF6059
 DF6059                          STATION RECOVERY (2005)
 DF6059
 DF6059'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DF6059'RECOVERED IN GOOD CONDITION.  ADD-- THE MONUMENT IS 9 CM BELOW GROUND
 DF6059'LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9863 ***********************************************************************
 DF9863  DESIGNATION -  MUKWONAGO GPS
 DF9863  PID         -  DF9863
 DF9863  STATE/COUNTY-  WI/WAUKESHA
 DF9863  USGS QUAD   -  MUKWONAGO (1994)
 DF9863
 DF9863                         *CURRENT SURVEY CONTROL
 DF9863  ___________________________________________________________________
 DF9863* NAD 83(1997)-  42 51 07.17793(N)    088 19 21.83637(W)     ADJUSTED  
 DF9863* NAVD 88     -       250.128  (meters)     820.63   (feet)  ADJUSTED  
 DF9863  ___________________________________________________________________
 DF9863  X           -     137,078.887 (meters)                     COMP
 DF9863  Y           -  -4,681,302.898 (meters)                     COMP
 DF9863  Z           -   4,315,608.937 (meters)                     COMP
 DF9863  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 DF9863  ELLIP HEIGHT-         215.71  (meters)          (04/02/04) GPS OBS
 DF9863  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 DF9863  DYNAMIC HT  -         250.058 (meters)     820.40  (feet)  COMP
 DF9863  MODELED GRAV-     980,335.3   (mgal)                       NAVD 88
 DF9863
 DF9863  HORZ ORDER  -  FIRST
 DF9863  VERT ORDER  -  SECOND    CLASS I
 DF9863  ELLP ORDER  -  FOURTH    CLASS I
 DF9863
 DF9863.The horizontal coordinates were established by GPS observations
 DF9863.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DF9863
 DF9863.The orthometric height was determined by differential leveling
 DF9863.and adjusted by the National Geodetic Survey in February 2004..
 DF9863
 DF9863.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9863
 DF9863.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9863
 DF9863.The ellipsoidal height was determined by GPS observations
 DF9863.and is referenced to NAD 83.
 DF9863
 DF9863.The geoid height was determined by GEOID03.
 DF9863
 DF9863.The dynamic height is computed by dividing the NAVD 88
 DF9863.geopotential number by the normal gravity value computed on the
 DF9863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9863.degrees latitude (g = 980.6199 gals.).
 DF9863
 DF9863.The modeled gravity was interpolated from observed gravity values.
 DF9863
 DF9863;                    North         East     Units Scale Factor Converg.
 DF9863;SPC WI S     -    96,027.558   737,081.604   MT  0.99997819   +1 09 08.8
 DF9863;SPC WI S     -   315,050.41  2,418,241.90   sFT  0.99997819   +1 09 08.8
 DF9863;UTM  16      - 4,745,227.683   391,927.118   MT  0.99974369   -0 53 58.9
 DF9863
 DF9863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9863!SPC WI S     -   0.99996617  x   0.99997819  =   0.99994436
 DF9863!UTM  16      -   0.99996617  x   0.99974369  =   0.99970987
 DF9863
 DF9863                          SUPERSEDED SURVEY CONTROL
 DF9863
 DF9863  NAVD 88 (04/02/04)  250.13   (m)          820.6    (f) LEVELING    3  
 DF9863
 DF9863.Superseded values are not recommended for survey control.
 DF9863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9863.See file dsdata.txt to determine how the superseded data were derived.
 DF9863
 DF9863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9192745228(NAD 83)
 DF9863_MARKER: DD = SURVEY DISK
 DF9863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9863_STAMPING: MUKWONAGO GPS 2002
 DF9863_MARK LOGO: WIDT  
 DF9863_PROJECTION: FLUSH
 DF9863_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9863+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2006
 DF9863
 DF9863  HISTORY     - Date     Condition        Report By
 DF9863  HISTORY     - 2001     MONUMENTED       WIDT
 DF9863  HISTORY     - 20060904 GOOD             USPSQD
 DF9863
 DF9863                          STATION DESCRIPTION
 DF9863
 DF9863'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9863'THE STATION IS LOCATED ABOUT 19 KM SOUTHWEST OF WAUKESHA IN THE
 DF9863'VILLAGE OF MUKWONAGO.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 DF9863'TRANSPORTATION. THE STATION IS LOCATED ON THE ON-RAMP TO THE
 DF9863'SOUTHBOUND LANES OF INTERSTATE HIGHWAY 43 FROM STATE HIGHWAY 83.  THE
 DF9863'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DF9863'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DF9863'CONCRETE POST SET TO A DEPTH OF 1.8 M AND ABOUT 1 M BELOW THE HIGHWAY
 DF9863'PAVEMENT. THE STATION IS 20.1 M SOUTHEAST OF THE CENTERLINE OF THE
 DF9863'ON-RAMP TO INTERSTATE HIGHWAY 43, 46 M NORTHWEST OF THE WEST END OF
 DF9863'THE NORTH ABUTMENT OF STATE HIGHWAY 83 OVERPASS OF INTERSTATE HIGHWAY
 DF9863'43, 25.5 M SOUTH OF A LIGHT POLE SUPPORTING STOP LIGHTS, AND 23.6 M
 DF9863'SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 83.  ---NOTE---THE
 DF9863'STATION IS SOUTH, SOUTHEAST AND NORTHWEST OF AN ORANGE 4X4 PLASTIC
 DF9863'WITNESS POST.  ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9863'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF9863
 DF9863                          STATION RECOVERY (2006)
 DF9863
 DF9863'RECOVERY NOTE BY US POWER SQUADRON 2006 (CGK)
 DF9863'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9866 ***********************************************************************
 DF9866  DESIGNATION -  MUKWONAGO N GPS
 DF9866  PID         -  DF9866
 DF9866  STATE/COUNTY-  WI/WAUKESHA
 DF9866  USGS QUAD   -  GENESEE (1976)
 DF9866
 DF9866                         *CURRENT SURVEY CONTROL
 DF9866  ___________________________________________________________________
 DF9866* NAD 83(1997)-  42 54 49.30495(N)    088 20 44.32780(W)     ADJUSTED  
 DF9866* NAVD 88     -       269.530  (meters)     884.28   (feet)  ADJUSTED  
 DF9866  ___________________________________________________________________
 DF9866  X           -     135,072.425 (meters)                     COMP
 DF9866  Y           -  -4,676,708.824 (meters)                     COMP
 DF9866  Z           -   4,320,644.913 (meters)                     COMP
 DF9866  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 DF9866  ELLIP HEIGHT-         235.09  (meters)          (04/02/04) GPS OBS
 DF9866  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 DF9866  DYNAMIC HT  -         269.456 (meters)     884.04  (feet)  COMP
 DF9866  MODELED GRAV-     980,339.3   (mgal)                       NAVD 88
 DF9866
 DF9866  HORZ ORDER  -  FIRST
 DF9866  VERT ORDER  -  SECOND    CLASS I
 DF9866  ELLP ORDER  -  FOURTH    CLASS I
 DF9866
 DF9866.The horizontal coordinates were established by GPS observations
 DF9866.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DF9866
 DF9866.The orthometric height was determined by differential leveling
 DF9866.and adjusted by the National Geodetic Survey in February 2004..
 DF9866
 DF9866.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9866
 DF9866.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9866
 DF9866.The ellipsoidal height was determined by GPS observations
 DF9866.and is referenced to NAD 83.
 DF9866
 DF9866.The geoid height was determined by GEOID03.
 DF9866
 DF9866.The dynamic height is computed by dividing the NAVD 88
 DF9866.geopotential number by the normal gravity value computed on the
 DF9866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9866.degrees latitude (g = 980.6199 gals.).
 DF9866
 DF9866.The modeled gravity was interpolated from observed gravity values.
 DF9866
 DF9866;                    North         East     Units Scale Factor Converg.
 DF9866;SPC WI S     -   102,843.112   735,073.111   MT  0.99996852   +1 08 12.2
 DF9866;SPC WI S     -   337,411.11  2,411,652.37   sFT  0.99996852   +1 08 12.2
 DF9866;UTM  16      - 4,752,109.238   390,164.425   MT  0.99974841   -0 54 58.8
 DF9866
 DF9866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9866!SPC WI S     -   0.99996313  x   0.99996852  =   0.99993165
 DF9866!UTM  16      -   0.99996313  x   0.99974841  =   0.99971155
 DF9866
 DF9866                          SUPERSEDED SURVEY CONTROL
 DF9866
 DF9866  NAVD 88 (04/02/04)  269.53   (m)          884.3    (f) LEVELING    3  
 DF9866
 DF9866.Superseded values are not recommended for survey control.
 DF9866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9866.See file dsdata.txt to determine how the superseded data were derived.
 DF9866
 DF9866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9016452109(NAD 83)
 DF9866_MARKER: DD = SURVEY DISK
 DF9866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9866_STAMPING: MUKWONAGO N GPS 2002
 DF9866_MARK LOGO: WIDT  
 DF9866_PROJECTION: FLUSH
 DF9866_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9866+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9866
 DF9866  HISTORY     - Date     Condition        Report By
 DF9866  HISTORY     - 2001     MONUMENTED       WIDT
 DF9866
 DF9866                          STATION DESCRIPTION
 DF9866
 DF9866'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9866'THE STATION IS LOCATED ABOUT 38 KM WEST-SOUTHWEST OF MILWAUKEE, 14 KM
 DF9866'SOUTHWEST OF WAUKESHA, AND 5 KM NORTH OF MUKWONAGO.
 DF9866'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF9866'STATION FROM THE JUNCTION OF STATE HIGHWAY 59 WITH STATE HIGHWAY 83
 DF9866'ABOUT 12 KM SOUTHWEST OF THE CITY OF WAUKESHA, GO SOUTH ON STATE
 DF9866'HIGHWAY 83 FOR 4.1 KM TO COUNTY HIGHWAY I, CONTINUE SOUTH ON STATE
 DF9866'HIGHWAY 83 FOR 1.0 KM TO THE STATION ON THE LEFT.  THE STATION IS A
 DF9866'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9866'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST TO A
 DF9866'DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.  THE
 DF9866'STATION IS 8.1 M EAST OF THE CENTERLINE OF STATE HIGHWAY 83, 122 M
 DF9866'NORTH OF A WOOD POST FOR A --NO PASSING ZONE-- SIGN, 47.9 M NORTHWEST
 DF9866'OF POWER POLE --01-08193  45-5--, AND 39.6 M NORTHEAST OF POWER POLE
 DF9866'--01-08192--.  ---NOTE---THE STATION IS NORTH-NORTHWEST, EAST AND
 DF9866'SOUTH-SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DF9866'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DF9866'THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4927 ***********************************************************************
 DG4927  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4927  DESIGNATION -  MUKWONAGO W GPS
 DG4927  PID         -  DG4927
 DG4927  STATE/COUNTY-  WI/WAUKESHA
 DG4927  USGS QUAD   -  EAGLE (1976)
 DG4927
 DG4927                         *CURRENT SURVEY CONTROL
 DG4927  ___________________________________________________________________
 DG4927* NAD 83(1997)-  42 52 33.38291(N)    088 23 53.64950(W)     ADJUSTED  
 DG4927* NAVD 88     -       299.59   (meters)     982.9    (feet)  GPS OBS   
 DG4927  ___________________________________________________________________
 DG4927  X           -     130,860.240 (meters)                     COMP
 DG4927  Y           -  -4,679,706.835 (meters)                     COMP
 DG4927  Z           -   4,317,592.532 (meters)                     COMP
 DG4927  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 DG4927  ELLIP HEIGHT-         265.27  (meters)          (04/02/04) GPS OBS
 DG4927  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 DG4927
 DG4927  HORZ ORDER  -  FIRST
 DG4927  ELLP ORDER  -  FOURTH    CLASS I
 DG4927
 DG4927.The horizontal coordinates were established by GPS observations
 DG4927.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4927
 DG4927.The orthometric height was determined by GPS observations and a
 DG4927.high-resolution geoid model using precise GPS observation and
 DG4927.processing techniques.
 DG4927
 DG4927.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4927
 DG4927.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4927
 DG4927.The ellipsoidal height was determined by GPS observations
 DG4927.and is referenced to NAD 83.
 DG4927
 DG4927.The geoid height was determined by GEOID03.
 DG4927
 DG4927;                    North         East     Units Scale Factor Converg.
 DG4927;SPC WI S     -    98,565.820   730,860.441   MT  0.99997430   +1 06 02.1
 DG4927;SPC WI S     -   323,378.03  2,397,831.30   sFT  0.99997430   +1 06 02.1
 DG4927;UTM  16      - 4,747,986.467   385,802.209   MT  0.99976044   -0 57 05.3
 DG4927
 DG4927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4927!SPC WI S     -   0.99995840  x   0.99997430  =   0.99993270
 DG4927!UTM  16      -   0.99995840  x   0.99976044  =   0.99971885
 DG4927
 DG4927                          SUPERSEDED SURVEY CONTROL
 DG4927
 DG4927.No superseded survey control is available for this station.
 DG4927
 DG4927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8580247986(NAD 83)
 DG4927_MARKER: DD = SURVEY DISK
 DG4927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4927_STAMPING: MUKWONAGO W GPS 2002
 DG4927_MARK LOGO: WIDT  
 DG4927_PROJECTION: FLUSH
 DG4927_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4927+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4927
 DG4927  HISTORY     - Date     Condition        Report By
 DG4927  HISTORY     - 2001     MONUMENTED       WIDT
 DG4927
 DG4927                          STATION DESCRIPTION
 DG4927
 DG4927'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4927'THE STATION IS LOCATED ABOUT 20 KM SOUTHWEST OF WAUKESHA AND 5 KM WEST
 DG4927'OF MUKWONAGO.  OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO
 DG4927'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 59 WITH STATE
 DG4927'HIGHWAY 67 IN THE VILLAGE OF EAGLE, GO SOUTHWEST ON STATE HIGHWAY 67
 DG4927'FOR 0.2 KM TO COUNTY HIGHWAY NN ON THE LEFT, TURN LEFT AND GO EAST ON
 DG4927'COUNTY HIGHWAY NN FOR 4.3 KM TO COUNTY HIGHWAY E, CONTINUE EAST ON
 DG4927'COUNTY HIGHWAY NN FOR 2.0 KM TO THE STATION ON THE LEFT.  THE STATION
 DG4927'IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY
 DG4927'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DG4927'SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT.
 DG4927'THE STATION IS 12.0 M NORTH OF THE CENTERLINE OF COUNTY HIGHWAY NN, 39
 DG4927'M EAST OF THE CENTER OF THE NORTHBOUND LANE OF NICOLE DRIVE, 30.8 M
 DG4927'NORTHWEST OF POWER POLE --94-01217--, 29.1 M NORTHEAST OF THE TOP
 DG4927'CENTER OF THE EAST END OF THE NORTHERN 1 OF 2 50-CM DIAMETER
 DG4927'CORRUGATED METAL CULVERT PIPE, AND 2 M SOUTH OF A CULTIVATED FIELD.
 DG4927'---NOTE---THE STATION IS SOUTHEAST, SOUTHWEST AND NORTH OF AN ORANGE
 DG4927'4X4 PLASTIC WITNESS POST.  ---NOTE2---THIS STATION IS HAS NO VISIBLE
 DG4927'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DG4927' 
 DG4927'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0547 ***********************************************************************
 QN0547  DESIGNATION -  MULLALY
 QN0547  PID         -  QN0547
 QN0547  STATE/COUNTY-  WI/SAWYER
 QN0547  USGS QUAD   -  RESERVE (1971)
 QN0547
 QN0547                         *CURRENT SURVEY CONTROL
 QN0547  ___________________________________________________________________
 QN0547* NAD 83(1991)-  45 54 54.72202(N)    091 29 18.77905(W)     ADJUSTED  
 QN0547* NAVD 88     -       432.79   (+/-2cm)    1419.9    (feet)  VERTCON   
 QN0547  ___________________________________________________________________
 QN0547  LAPLACE CORR-          -4.66  (seconds)                    DEFLEC99
 QN0547  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 QN0547
 QN0547  HORZ ORDER  -  FIRST
 QN0547  VERT ORDER  -  THIRD ? (See Below)
 QN0547
 QN0547.The horizontal coordinates were established by classical geodetic methods
 QN0547.and adjusted by the National Geodetic Survey in March 1999..
 QN0547
 QN0547.The NAVD 88 height was computed by applying the VERTCON shift value to
 QN0547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QN0547.The vertical order pertains to the NGVD 29 superseded value.
 QN0547
 QN0547.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0547
 QN0547.The geoid height was determined by GEOID03.
 QN0547
 QN0547;                    North         East     Units Scale Factor Converg.
 QN0547;SPC WI N     -    84,276.874   484,527.959   MT  0.99995501   -1 04 25.7
 QN0547;SPC WI N     -   276,498.38  1,589,655.48   sFT  0.99995501   -1 04 25.7
 QN0547;UTM  15      - 5,085,736.422   617,213.336   MT  0.99976890   +1 05 08.9
 QN0547
 QN0547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0547!SPC WI N     -   0.99993673  x   0.99995501  =   0.99989174
 QN0547!UTM  15      -   0.99993673  x   0.99976890  =   0.99970564
 QN0547
 QN0547:                Primary Azimuth Mark                     Grid Az
 QN0547:SPC WI N     -  HAYWARD INDIAN SCHOOL TANK               002 53 49.7
 QN0547:UTM  15      -  HAYWARD INDIAN SCHOOL TANK               000 44 15.1
 QN0547
 QN0547|---------------------------------------------------------------------|
 QN0547| PID    Reference Object                     Distance      Geod. Az  |
 QN0547|                                                           dddmmss.s |
 QN0547| RM0823 HAYWARD INDIAN SCHOOL TANK          APPROX.13.4 KM 0014924.0 |
 QN0547| CJ5790 MULLALY RM 1                         25.557 METERS 01826     |
 QN0547| RM0825 STATE POL RAD STA KSB 431 MAST      APPROX.12.3 KM 0270527.9 |
 QN0547| CJ5789 MULLALY AZ MK                                      0922534.3 |
 QN0547| CJ5791 MULLALY RM 2                         22.187 METERS 11533     |
 QN0547|---------------------------------------------------------------------|
 QN0547
 QN0547                          SUPERSEDED SURVEY CONTROL
 QN0547
 QN0547  NAD 83(1991)-  45 54 54.72044(N)    091 29 18.77888(W) AD(       ) 1
 QN0547  NAD 83(1986)-  45 54 54.71559(N)    091 29 18.77430(W) AD(       ) 1
 QN0547  NAD 27      -  45 54 54.88700(N)    091 29 18.16500(W) AD(       ) 1
 QN0547  NGVD 29 (07/19/86)  432.82   (m)         1420.0    (f) LEVELING    3  
 QN0547
 QN0547.Superseded values are not recommended for survey control.
 QN0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0547.See file dsdata.txt to determine how the superseded data were derived.
 QN0547
 QN0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL1721385736(NAD 83)
 QN0547_MARKER: DS = TRIANGULATION STATION DISK
 QN0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0547
 QN0547  HISTORY     - Date     Condition        Report By
 QN0547  HISTORY     - 1934     MONUMENTED       CGS
 QN0547  HISTORY     - 1939     GOOD             CGS
 QN0547  HISTORY     - 1952     GOOD             CGS
 QN0547  HISTORY     - 1954     GOOD             CGS
 QN0547
 QN0547                          STATION DESCRIPTION
 QN0547
 QN0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QN0547'ABOUT 5 MILES NORTHEAST OF STONE LAKE, IN THE SOUTHEAST
 QN0547'QUARTER OF SEC. 28, T. 40 N., R. 9 W., ON LAND OWNED BY
 QN0547'MRS. JAMES MULLALY.  THE MARK IS ON THE SUMMIT OF A BARE KNOLL,
 QN0547'86 PACES NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 127
 QN0547'FEET NORTH OF A SMALL SCRUB OAK, IN THE SOUTH EDGE OF A PILE
 QN0547'OF ROCKS, 17 FEET WEST OF A FLUSH FLAT ROCK, USED FOR A
 QN0547'CAMPFIRE SITE, AND PROJECTS 3 INCHES.
 QN0547'
 QN0547'TO REACH FROM STONE LAKE, GO NORTH AND EAST 2.8 MILES ON STATE
 QN0547'HIGHWAY 70, TURN NORTH ON STATE HIGHWAY 27, GO 3.7 MILES TO
 QN0547'A GRADED ROAD TO THE EAST, MARKED BY A NUMBER OF RESORT SIGNS.
 QN0547'(THIS ROAD IS 7.5 MILES SOUTH OF HAYWARD BY STATE HIGHWAY 27.)
 QN0547'GO EAST ON THIS ROAD 0.55 MILE TO A GATE ON THE NORTH SIDE OF
 QN0547'ROAD, PASS THROUGH GATE AND GO UP TO THE TOP OF THE KNOLL AND
 QN0547'THE STATION.
 QN0547'
 QN0547'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 QN0547'STANDARD BRONZE DISKS SET IN CONCRETE.
 QN0547'
 QN0547'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION, ON
 QN0547'THE NORTH CREST OF THE KNOLL, 117.69 FEET NORTH-NORTHWEST OF
 QN0547'REFERENCE MARK NO. 2, AND PROJECTS 4 INCHES.
 QN0547'
 QN0547'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION, ON THE
 QN0547'SOUTHEAST CREST OF THE HILL AND PROJECTS 6 INCHES.
 QN0547'
 QN0547'AZIMUTH MARK IS EAST OF THE STATION, 2 FEET SOUTH OF A DOUBLE
 QN0547'FENCE POST IN THE SOUTH RIGHT-OF-WAY FENCE OF THE EAST-WEST
 QN0547'ROAD PAST THE STATION, 55 FEET EAST OF A TELEPHONE POLE AND
 QN0547'PROJECTS 5 INCHES.
 QN0547'
 QN0547'A LIGHT 60 FEET ABOVE POTATO COMES INTO VIEW 65 FEET ABOVE THIS
 QN0547'STATION.
 QN0547'
 QN0547'A LIGHT 87 FEET ABOVE SUGAR COMES INTO VIEW 50 FEET ABOVE
 QN0547'THIS STATION.
 QN0547'
 QN0547'A LIGHT 47 FEET ABOVE HAYWARD SOUTHWEST BASE COMES INTO VIEW
 QN0547'25 FEET ABOVE THIS STATION.
 QN0547'
 QN0547'A LIGHT 74 FEET ABOVE LAMPSON COMES INTO VIEW 20 FEET ABOVE THIS
 QN0547'STATION.
 QN0547'
 QN0547'LIGHTS 47 FEET ABOVE POPPLE AND 4 FEET ABOVE HAYWARD ARE
 QN0547'VISIBLE FROM THE GROUND AT THIS STATION.
 QN0547
 QN0547                          STATION RECOVERY (1939)
 QN0547
 QN0547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 QN0547'STATION WAS RECOVERED AS DESCRIBED.  IT WAS VISITED IN 1939
 QN0547'ONLY THE BUILDING PARTY AND LIGHTKEEPERS, WHO REPORTED THE
 QN0547'ORIGINAL DESCRIPTION AS ADEQUATE.
 QN0547
 QN0547                          STATION RECOVERY (1952)
 QN0547
 QN0547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QN0547'THE STATION MARK, BOTH REFERENCE MARKS AND THE AZIMUTH MARK
 QN0547'WERE RECOVERED AND FOUND IN GOOD CONDITION.  A NEW COMPLETE
 QN0547'DESCRIPTION AS FOLLOWS--
 QN0547'
 QN0547'THE STATION IS LOCATED ABOUT 7 MILES SOUTH OF HAYWARD AND 5
 QN0547'MILES NORTHEAST OF STONE LAKE.
 QN0547'
 QN0547'TO REACH THE STATION FROM STONE LAKE, GO NORTHEAST ON STATE
 QN0547'HIGHWAY 70 FOR 2.8 MILES TO THE JUNCTION WITH STATE HIGHWAY
 QN0547'27, TURN LEFT ON STATE HIGHWAY 27 AND GO NORTH FOR 3.6 MILES
 QN0547'TO THE JUNCTION WITH COUNTY HIGHWAY K, TURN RIGHT, EAST ON
 QN0547'COUNTY HIGHWAY K FOR 0.45 MILE TO A GATE ON THE LEFT, (*) TURN
 QN0547'LEFT, NORTH THROUGH GATE FOR 0.05 MILE TO THE STATION AS
 QN0547'DESCRIBED.
 QN0547'
 QN0547'THE STATION MARK IS STAMPED MULLALY 1934.  IT IS A STANDARD
 QN0547'DISK SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
 QN0547'IT IS 2 FEET SOUTH OF A WITNESS POST.
 QN0547'
 QN0547'REFERENCE MARK NO. 1 IS STAMPED MULLALY NO 1 1934.  IT IS A
 QN0547'STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS
 QN0547'4 INCHES.
 QN0547'
 QN0547'REFERENCE MARK NO. 2 IS STAMPED MULLALY NO 2 1934.  IT IS A
 QN0547'STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS
 QN0547'5 INCHES.
 QN0547'
 QN0547'THE AZIMUTH MARK IS STAMPED MULLAY 1934.  IT IS A STANDARD
 QN0547'DISK SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
 QN0547'IT IS 52 FEET EAST OF A TELEPHONE POLE, 26 FEET SOUTH OF
 QN0547'CENTERLINE OF COUNTY HIGHWAY K AND 1.5 FEET WEST OF A WITNESS
 QN0547'POST.  (*) TO REACH THE AZIMUTH MARK FROM THIS POINT, GO EAST
 QN0547'ON COUNTY HIGHWAY K FOR 0.55 MILE TO THE AZIMUTH MARK ON THE
 QN0547'RIGHT AS DESCRIBED.
 QN0547
 QN0547                          STATION RECOVERY (1954)
 QN0547
 QN0547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (KWK)
 QN0547'THE AZIMUTH MARK FOR THE STATION WAS ACCIDENTLY DISTURBED BY
 QN0547'BULLDOZER IN BUILDING A NEW ENTRANCE TO MR. KAHMANS CABINS.
 QN0547'
 QN0547'THE DISK STAMPED MULLAY AZIMUTH 1934 RECEIVED AT WASHINGTON
 QN0547'OFFICE 10/13/54.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0488 ***********************************************************************
 OL0488  DESIGNATION -  MULLETT
 OL0488  PID         -  OL0488
 OL0488  STATE/COUNTY-  WI/SHEBOYGAN
 OL0488  USGS QUAD   -  PLYMOUTH SOUTH (1974)
 OL0488
 OL0488                         *CURRENT SURVEY CONTROL
 OL0488  ___________________________________________________________________
 OL0488* NAD 83(1991)-  43 43 03.20286(N)    087 53 37.25687(W)     ADJUSTED  
 OL0488* NAVD 88     -       248.     (meters)     814.     (feet)  SCALED    
 OL0488  ___________________________________________________________________
 OL0488  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 OL0488  GEOID HEIGHT-         -35.57  (meters)                     GEOID03
 OL0488
 OL0488  HORZ ORDER  -  SECOND
 OL0488
 OL0488.The horizontal coordinates were established by classical geodetic methods
 OL0488.and adjusted by the National Geodetic Survey in November 1991..
 OL0488
 OL0488.The orthometric height was scaled from a topographic map.
 OL0488
 OL0488.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0488
 OL0488.The geoid height was determined by GEOID03.
 OL0488
 OL0488;                    North         East     Units Scale Factor Converg.
 OL0488;SPC WI S     -   192,949.531   769,712.158   MT  0.99994776   +1 26 50.1
 OL0488;SPC WI S     -   633,035.25  2,525,297.31   sFT  0.99994776   +1 26 50.1
 OL0488;UTM  16      - 4,840,891.251   428,010.644   MT  0.99966374   -0 37 03.6
 OL0488
 OL0488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0488!SPC WI S     -   0.99996669  x   0.99994776  =   0.99991445
 OL0488!UTM  16      -   0.99996669  x   0.99966374  =   0.99963044
 OL0488
 OL0488:                Primary Azimuth Mark                     Grid Az
 OL0488:SPC WI S     -  SHEBOYGAN FALLS E MUN TANK               075 21 42.7
 OL0488:UTM  16      -  SHEBOYGAN FALLS E MUN TANK               077 25 36.4
 OL0488
 OL0488|---------------------------------------------------------------------|
 OL0488| PID    Reference Object                     Distance      Geod. Az  |
 OL0488|                                                           dddmmss.s |
 OL0488| OL0470 SHEBOYGAN FALLS E MUN TANK          APPROX. 6.8 KM 0764832.8 |
 OL0488| CI9409 MULLETT RM 1                         26.700 METERS 08257     |
 OL0488| OL0468 ST GEORGE CATHOLIC CH SPIRE         APPROX. 9.2 KM 1250221.9 |
 OL0488| CI9408 MULLETT AZ MK                                      1364125.0 |
 OL0488| OL0465 GIBBSVILLE REFORM CHURCH SPIRE      APPROX. 8.9 KM 1424048.7 |
 OL0488| OL0484 SHEBOYGAN COUNTY HOSPITAL TANK      APPROX. 4.5 KM 1691832.0 |
 OL0488| CI9410 MULLETT RM 2                         21.869 METERS 19741     |
 OL0488|---------------------------------------------------------------------|
 OL0488
 OL0488                          SUPERSEDED SURVEY CONTROL
 OL0488
 OL0488  NAD 83(1986)-  43 43 03.19036(N)    087 53 37.25915(W) AD(       ) 2
 OL0488  NAD 27      -  43 43 03.20900(N)    087 53 36.93000(W) AD(       ) 2
 OL0488
 OL0488.Superseded values are not recommended for survey control.
 OL0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0488.See file dsdata.txt to determine how the superseded data were derived.
 OL0488
 OL0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP2801140891(NAD 83)
 OL0488_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OL0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0488
 OL0488  HISTORY     - Date     Condition        Report By
 OL0488  HISTORY     - 1953     MONUMENTED       CGS
 OL0488  HISTORY     - 1966     SEE DESCRIPTION  CGS
 OL0488  HISTORY     - 1973     SEE DESCRIPTION  WIDT
 OL0488  HISTORY     - 1974     SEE DESCRIPTION  NGS
 OL0488  HISTORY     - 20031204 MARK NOT FOUND   USPSQD
 OL0488
 OL0488                          STATION DESCRIPTION
 OL0488
 OL0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OL0488'STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHEAST OF PLYMOUTH AND 3-1/2
 OL0488'MILES NORTHEAST OF WALDO, ON
 OL0488'PROPERTY OWNED BY MR. GORDON BLACK.  IT IS 115 FEET SOUTHWEST OF THE
 OL0488'SOUTHEAST CORNER OF A FRAME HOUSE, 42
 OL0488'FEET EAST OF THE CENTER OF A DRIVEWAY, 9 FEET SOUTH OF
 OL0488'THE SOUTHWEST CORNER OF A CONCRETE BLOCK
 OL0488'BUILDING AND 2 FEET EAST OF A FENCE LINE.  THE
 OL0488'MARK IS FLUSH AND THE DISK IS STAMPED MULLETT 1953.
 OL0488'
 OL0488'REFERENCE MARK NO. 1 IS 43 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF
 OL0488'THE HOUSE, 40 FEET EAST OF THE
 OL0488'CENTER OF THE DRIVEWAY AND 4 FEET NORTH OF THE NORTHWEST CORNER OF A
 OL0488'FRAME BUILDING.  THE MARK IS FLUSH
 OL0488'AND THE DISK IS STAMPED MULLETT NO 1 1953.
 OL0488'
 OL0488'REFERENCE MARK NO. 2 IS 12 FEET NORTHEAST OF THE NORTHWEST CORNER OF
 OL0488'A CONCRETE BLOCK BUILDING
 OL0488'AND 1 FOOT NORTHWEST OF A CONCRETE STAVE SILO.  THE MARK IS FLUSH AND
 OL0488'THE DISK IS STAMPED MULLETT NO 2
 OL0488'1953.
 OL0488'
 OL0488'AZIMUTH MARK IS 25 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 1 FOOT
 OL0488'WEST OF A FENCE LINE AND 1
 OL0488'FOOT NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES AND
 OL0488'THE DISK IS STAMPED MULLETT 1953.
 OL0488'
 OL0488'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 57 AND 23,
 OL0488'ABOUT 1.5 MILES EAST OF
 OL0488'PLYMOUTH, GO SOUTH ON HIGHWAY 57 FOR 1.95 MILES TO A CROSSROAD, TURN
 OL0488'LEFT AND GO EAST ON PAVED ROAD FOR
 OL0488'2.35 MILES TO A DRIVEWAY ON THE RIGHT*, TURN RIGHT AND GO
 OL0488'SOUTH ON DRIVEWAY FOR 0.05 MILE TO A FRAME HOUSE
 OL0488'ON THE LEFT AND THE STATION ON THE
 OL0488'RIGHT AS DESCRIBED.
 OL0488'
 OL0488'TO REACH THE AZIMUTH MARK FROM THIS POINT* GO EAST ON PAVED ROAD FOR
 OL0488'0.1 MILE TO A JAGGED
 OL0488'CROSSROAD.  TURN RIGHT AND GO SOUTH ON GRAVEL ROAD FOR 0.2 MILE TO
 OL0488'THE MARK ON THE LEFT AS DESCRIBED.
 OL0488'
 OL0488'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 OL0488
 OL0488                          STATION RECOVERY (1966)
 OL0488
 OL0488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 OL0488'STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION AT
 OL0488'THIS TIME.  THE
 OL0488'STATION SITE HAS BEEN CHANGED SOME AND A NEW DESCRIPTION
 OL0488'TO THE STATION MARK AND REFERENCE
 OL0488'MARK 1 FOLLOWS.
 OL0488'
 OL0488'STATION IS 27 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY, 24 FEET
 OL0488'WEST-SOUTHWEST OF
 OL0488'THE SOUTHEAST CORNER OF A CONCRETE BLOCK GARAGE, 22
 OL0488'FEET WEST-SOUTHWEST OF A POWER LINE
 OL0488'POLE AND 9 FEET SOUTH OF THE SOUTHWEST
 OL0488'CORNER OF THE GARAGE.
 OL0488'
 OL0488'REFERENCE MARK NO. 1 IS 44 FEET SOUTHEAST OF THE SOUTHWEST CORNER
 OL0488'OF A HOUSE, 3.7
 OL0488'FEET NORTH OF THE NORTHWEST CORNER OF A FRAME GARAGE,
 OL0488'2 FEET NORTH OF A POWER POLE AND 2
 OL0488'FEET SOUTHWEST OF THE SOUTHWEST LEG
 OL0488'OF A LARGE FUEL TANK.  THE MARK IS NOW 3 INCHES BELOW
 OL0488'THE SURFACE OF THE
 OL0488'GROUND.
 OL0488'
 OL0488'REFERENCE MARK NO. 2 WAS FOUND AS DESCRIBED.
 OL0488'
 OL0488'THE AZIMUTH MARK WAS FOUND AS DESCRIBED AND A METAL ITNESS POST
 OL0488'AND SIGN WERE SET
 OL0488'1 FOOT NORTH OF THE MARK.
 OL0488'
 OL0488'THE PREVIOUS TO REACH IS ADEQUATE.
 OL0488
 OL0488                          STATION RECOVERY (1973)
 OL0488
 OL0488'RECOVERY NOTE BY WI DEPT OF TRANSP 1973 (GS)
 OL0488'MULLETT 1953 FOUND IN GOOD CONDITION (STATION)
 OL0488'
 OL0488'MULLETT NO 2 FOUND IN GOOD CONDITION. (R.M. NO. 1 DESTROYED)
 OL0488'
 OL0488'MULLETT 1953 AZ MK FOUND IN GOOD CONDITION.
 OL0488'
 OL0488'MARKS ACCESSIBLE.
 OL0488'
 OL0488'PROPERTY OWNER CONTACTED.
 OL0488'
 OL0488'ROAD ADJACENT TO AZ MK LISTED AS GRAVEL IS
 OL0488'NOW BLACKTOP.
 OL0488'R.M. NO. 1 DESTROYED, BUILDING AT
 OL0488'SITE OF RM NO. 1.
 OL0488'
 OL0488'DISTANCE AND DIRECTION FROM NEAREST TOWN - 4-1/2 MILES SE OF
 OL0488'PLYMOUTH.
 OL0488
 OL0488                          STATION RECOVERY (1974)
 OL0488
 OL0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 OL0488'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 OL0488'FOUND IN GOOD
 OL0488'CONDITION.  REFERENCE MARK 2 WAS FOUND SOLID BUT LEANING
 OL0488'SLIGHTLY TO THE SOUTHEAST.  THE
 OL0488'DIRECTION TO REFERENCE MARK 2 FAILED TO
 OL0488'CHECK BY 3 MINUTES AND 35 SECONDS.  THE DIRECTION
 OL0488'TO REFERENCE MARK 1
 OL0488'CHECKED BUT THE DISTANCE WAS FOUND TO BE SHORTER BY 0.08 OF A FOOT
 OL0488'AND TO REFERENCE
 OL0488'MARK 2 LONGER BY 0.14 OF A FOOT.  A NEW DESCRIPTION FOLLOWS-
 OL0488'
 OL0488'THE STATION IS LOCATED ON THE PROPERTY OF MR. GORDON BLACK, 115
 OL0488'FEET SOUTHWEST OF
 OL0488'THE SOUTHEAST CORNER OF HOUSE, 42 FEET EAST OF THE
 OL0488'CENTERLINE OF DRIVEWAY, 9 FEET SOUTH
 OL0488'OF THE SOUTHWEST CORNER OF A CONCRETE
 OL0488'BLOCK BUILDING, 27 FEET NORTH OF THE CENTERLINE OF
 OL0488'DRIVEWAY, 24
 OL0488'FEET WEST-SOUTHWEST OF A POWER POLE.  THE MONUMENT IS FLUSH AND THE
 OL0488'DISK IS STAMPED
 OL0488'MULLETT 1953. (NOTE 1A 7A)
 OL0488'
 OL0488'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 23 AND 57
 OL0488'AT THE EAST EDGE
 OL0488'OF PLYMOUTH, GO SOUTH ON HIGHWAY 57 FOR 1.95 MILES TO
 OL0488'A CROSSROAD.  TURN LEFT AND GO EAST
 OL0488'ON PAVED ROAD FOR 2.35 MILES TO A
 OL0488'DRIVEWAY RIGHT.* TURN RIGHT AND GO SOUTH ON THE
 OL0488'DRIVEWAY FOR 0.05 MILE
 OL0488'TO THE STATION AS DESCRIBED.
 OL0488'
 OL0488'* TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE EAST ON THE
 OL0488'PAVED ROAD FOR 0.1
 OL0488'MILE TO A JAGGED CROSSROAD.  TURN RIGHT AND GO SOUTH
 OL0488'ON PAVED ROAD FOR 0.2 MILE TO THE
 OL0488'AZIMUTH MARK ON THE LEFT.
 OL0488'
 OL0488'REFERENCE MARK 1 IS 43 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF
 OL0488'THE HOUSE, 40 FEET
 OL0488'EAST OF THE CENTERLINE OF DRIVEWAY, 4 FEET NORTH OF
 OL0488'THE NORTHWEST CORNER OF A FRAME
 OL0488'GARAGE, 2 FEET NORTH OF A POWER POLE
 OL0488'AND 2 FEET SOUTHWEST OF THE NORTHWEST LEG OF A
 OL0488'LARGE FUEL TANK.  THE
 OL0488'MONUMENT IS 3 INCHES UNDERGROUND AND THE DISK IS STAMPED MULLETT
 OL0488'NO 1 1953.
 OL0488'
 OL0488'REFERENCE MARK 2 IS 12 FEET NORTHEAST OF THE NORTHWEST CORNER OF
 OL0488'A CONCRETE BLOCK
 OL0488'BUILDING AND 1 FOOT NORTHWEST OF THE NORTHWEST EDGE OF
 OL0488'A CONCRETE STAVE SILO.  THE
 OL0488'MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 OL0488'STAMPED MULLETT NO 2 1953.
 OL0488'
 OL0488'THE AZIMUTH MARK IS 25 FEET EAST OF THE CENTERLINE OF THE ROAD,
 OL0488'1 FOOT WEST OF A
 OL0488'FENCE AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE
 OL0488'MONUMENT PROJECTS 6 INCHES AND THE
 OL0488'DISK IS STAMPED MULLETT 1953.
 OL0488'
 OL0488'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 4-1/2 MILES
 OL0488'SOUTHEAST OF PLYMOUTH
 OL0488'
 OL0488'HEIGHT OF LIGHT ABOVE STATION MARK - 5 FEET.
 OL0488
 OL0488                          STATION RECOVERY (2003)
 OL0488
 OL0488'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OL0488'THE STATION AND REFERENCE MARKS 1 AND 2 WERE NOT FOUND.  THE AZIMUTH
 OL0488'MARK WAS RECOVERED IN GOOD CONDITION.  NOTE--  THE CROSSROAD
 OL0488'REFERENCED IN THE 1974 DESCRIPTION IS SUMAC ROAD AND THE JAGGED
 OL0488'CROSSROAD IS COUNTY HIGHWAY M.  THE PROPERTY NOW HAS A NEW OWNER AND
 OL0488'HAS THE ADDRESS --W3951 SUMAC ROAD--.
 OL0488'THE STATION WAS DUG UP BY THE NEW OWNER, BUT DOES NOT KNOW WHAT HE DID
 OL0488'WITH THE MONUMENT.
 OL0488'THE AZIMUTH MARK WAS FOUND ON A CONCRETE POST THAT IS LEANING SLIGHTLY
 OL0488'AND IS CHIPPED ON THE CORNERS.  IT IS 0.2 MILE SOUTH OF SUMAC ROAD ON
 OL0488'THE WEST SIDE OF COUNTY HIGHWAY M.  THERE IS NO FENCE OR WITNESS POST
 OL0488'PRESENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0848 ***********************************************************************
 RM0848  DESIGNATION -  MULLIGAN
 RM0848  PID         -  RM0848
 RM0848  STATE/COUNTY-  WI/DOUGLAS
 RM0848  USGS QUAD   -  CHITTAMO (1971)
 RM0848
 RM0848                         *CURRENT SURVEY CONTROL
 RM0848  ___________________________________________________________________
 RM0848* NAD 83(1991)-  46 12 54.37116(N)    091 41 40.89814(W)     ADJUSTED  
 RM0848* NAVD 88     -       344.41   (+/-2cm)    1130.0    (feet)  VERTCON   
 RM0848  ___________________________________________________________________
 RM0848  LAPLACE CORR-          -7.05  (seconds)                    DEFLEC99
 RM0848  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 RM0848
 RM0848  HORZ ORDER  -  THIRD
 RM0848  VERT ORDER  -  THIRD ? (See Below)
 RM0848
 RM0848.The horizontal coordinates were established by classical geodetic methods
 RM0848.and adjusted by the National Geodetic Survey in March 1999..
 RM0848
 RM0848.The NAVD 88 height was computed by applying the VERTCON shift value to
 RM0848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RM0848.The vertical order pertains to the NGVD 29 superseded value.
 RM0848
 RM0848.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0848
 RM0848.The geoid height was determined by GEOID03.
 RM0848
 RM0848;                    North         East     Units Scale Factor Converg.
 RM0848;SPC WI N     -   117,922.947   469,250.074   MT  0.99994569   -1 13 21.0
 RM0848;SPC WI N     -   386,885.54  1,539,531.28   sFT  0.99994569   -1 13 21.0
 RM0848;UTM  15      - 5,118,775.398   600,680.134   MT  0.99972460   +0 56 32.8
 RM0848
 RM0848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0848!SPC WI N     -   0.99995029  x   0.99994569  =   0.99989598
 RM0848!UTM  15      -   0.99995029  x   0.99972460  =   0.99967490
 RM0848
 RM0848|---------------------------------------------------------------------|
 RM0848| PID    Reference Object                     Distance      Geod. Az  |
 RM0848|                                                           dddmmss.s |
 RM0848| CJ3372 MULLIGAN RM 1                        27.743 METERS 12746     |
 RM0848| CJ3373 MULLIGAN RM 2                        26.036 METERS 23145     |
 RM0848| CJ3371 MULLIGAN AZ MK                                     3532227.4 |
 RM0848|---------------------------------------------------------------------|
 RM0848
 RM0848                          SUPERSEDED SURVEY CONTROL
 RM0848
 RM0848  NAD 83(1991)-  46 12 54.36945(N)    091 41 40.89855(W) AD(       ) 3
 RM0848  NAD 83(1986)-  46 12 54.36424(N)    091 41 40.89557(W) AD(       ) 3
 RM0848  NAD 27      -  46 12 54.57200(N)    091 41 40.25300(W) AD(       ) 3
 RM0848  NGVD 29 (07/19/86)  344.46   (m)         1130.1    (f) LEVELING    3  
 RM0848
 RM0848.Superseded values are not recommended for survey control.
 RM0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0848.See file dsdata.txt to determine how the superseded data were derived.
 RM0848
 RM0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM0068018775(NAD 83)
 RM0848_MARKER: DS = TRIANGULATION STATION DISK
 RM0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0848
 RM0848  HISTORY     - Date     Condition        Report By
 RM0848  HISTORY     - 1953     MONUMENTED       CGS
 RM0848  HISTORY     - 1971     SEE DESCRIPTION  USGS
 RM0848  HISTORY     - 1974     GOOD             NGS
 RM0848  HISTORY     - 19920817 GOOD             USPSQD
 RM0848
 RM0848                          STATION DESCRIPTION
 RM0848
 RM0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 RM0848'THE STATION IS ABOUT 10 MILES NORTHEAST OF MINONG, 5-1/4 MILES
 RM0848'EAST SOUTHEAST OF GORDON, IN SOUTHWEST QUARTER OF SECTION 12,
 RM0848'T. 43N, R. 11W.  IT IS 38 FEET NORTH NORTHEAST OF CENTERLINE
 RM0848'OF ROAD, 4 FEET WEST OF A WITNESS POST, AND 27 FEET EAST OF
 RM0848'TRIANGLE BLAZE IN 6 INCH PINE TREE.  THE MARK PROJECTS 5
 RM0848'INCHES AND THE DISK IS STAMPED MULLIGAN 1953.
 RM0848'
 RM0848'REFERENCE MARK NO 1 IS 15 FEET WEST OF THE CENTERLINE OF THE
 RM0848'ROAD.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 RM0848'MULLIGAN NO 1 1953.
 RM0848'
 RM0848'REFERENCE MARK NO. 2 IS 19 FEET WEST OF THE CENTERLINE OF
 RM0848'ROAD AND 38 FEET SOUTH OF TRIANGLE FORMED BY ROAD JUNCTION
 RM0848'WITH COUNTY ROUTE G.  THE MARK PROJECTS 8 INCHES AND THE DISK
 RM0848'IS STAMPED MULLIGAN NO 2 1953.
 RM0848'
 RM0848'AZIMUTH MARK IS 24 FEET NORTHEAST OF THE CENTERLINE OF COUNTY
 RM0848'ROUTE G, 4 FEET WEST OF A WITNESS POST, AND 3 FEET SOUTHEAST
 RM0848'OF FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 RM0848'MULLIGAN 1953.
 RM0848'
 RM0848'TO REACH FROM THE VILLAGE OF GORDON AT THE JUNCTION OF U.S.
 RM0848'HIGHWAY 53 AND COUNTY ROUTE Y, GO EAST ON COUNTY ROUTE Y FOR
 RM0848'0.3 MILES TO JUNCTION WITH COUNTY ROUTE G JUST AFTER GOING
 RM0848'THROUGH AN UNDERPASS, TURN RIGHT (SOUTH) AND FOLLOW COUNTY
 RM0848'ROUTE G FOR 5.4 MILES TO A POINT WHERE COUNTY ROUTE G TURNS
 RM0848'RIGHT (SOUTHWEST), TURN RIGHT WITH COUNTY ROUTE G AND GO
 RM0848'SOUTHWEST FOR 0.2 MILES TO THE AZIMUTH MARK ON THE RIGHT
 RM0848'(NORTHWEST) SIDE OF COUNTY ROUTE G.  HERE CONTINUE SOUTHWEST ON
 RM0848'COUNTY ROUTE G FOR 0.3 MILES TO A CROSS ROAD, TURN LEFT
 RM0848'(EAST SOUTHEAST) FOR 100 YARDS TO THE STATION ON THE
 RM0848'LEFT (NORTH NORTHEAST) SIDE OF ROAD AS DESCRIBED.
 RM0848'
 RM0848'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 RM0848
 RM0848                          STATION RECOVERY (1971)
 RM0848
 RM0848'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (GHR)
 RM0848'IF NOT DESTROYED THIS MARK WAS PROBABLY COVERED UP BY ROAD
 RM0848'CONSTRUCTION, AS MEASUREMENTS PLACED IT ON THE EDGE OF THE
 RM0848'BLACKTOP.
 RM0848'
 RM0848'NOTE--REFERENCE MARK NO 2 WAS FOUND TO BE SLIGHTLY DISTURBED
 RM0848'BUT WAS USED AS REFERENCE MARK FOR THIRD ORDER LEVELS.
 RM0848
 RM0848                          STATION RECOVERY (1974)
 RM0848
 RM0848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 RM0848'THE STATION MARK AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 RM0848'THE REFERENCE MARKS WERE FOUND SOLID BUT SLIGHTLY DISTURBED
 RM0848'BY ROAD WORK.  THE MARKS WERE LEFT INTACT AND NEW DISTANCES
 RM0848'MADE AND DIRECTION BETWEEN THE MARKS.  THE LINE OF SIGHT
 RM0848'TO THE AZIMUTH MARK IS OBSTRUCTED BY TREES.  A NEW DESCRIPTION
 RM0848'FOLLOWS--
 RM0848'
 RM0848'THE STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF MINONG, 41
 RM0848'FEET NORTH OF THE CENTERLINE OF PAVED ROAD, 208 FEET EAST
 RM0848'OF THE CENTERLINE OF COUNTY HIGHWAY G, 4 FEET NORTH OF A METAL
 RM0848'WITNESS POST AND AT THE SOUTH EDGE OF WOODED AREA.  THE MONUMENT
 RM0848'PROJECTS 3 INCHES AND THE DISK IS STAMPED MULLIGAN 1953.
 RM0848'
 RM0848'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 53 AND
 RM0848'COUNTY HIGHWAY Y AT GORDON, GO EAST ON HIGHWAY Y FOR 0.3 MILE
 RM0848'TO THE JUNCTION WITH COUNTY HIGHWAY G.  TURN RIGHT AND GO
 RM0848'SOUTHERLY ON HIGHWAY G FOR 5.6 MILES TO THE AZIMUTH MARK ON
 RM0848'THE RIGHT.  CONTINUE SOUTH ON HIGHWAY G FOR 0.3 MILE TO A
 RM0848'PAVED ROAD LEFT AND THE STATION.
 RM0848'
 RM0848'REFERENCE MARK 1 IS 184 FEET EAST OF THE CENTERLINE OF
 RM0848'HIGHWAY G, 14 FEET SOUTH OF THE CENTERLINE OF PAVED ROAD AND
 RM0848'1 FOOT WEST OF A METAL WITNESS POST.  THE MONUMENT IS 3 INCHES
 RM0848'UNDERGROUND AND THE DISK IS STAMPED MULLIGAN NO 1 1953.
 RM0848'
 RM0848'REFERENCE MARK 2 IS 145 FEET EAST OF THE CENTERLINE OF HIGHWAY
 RM0848'G, 17 FEET SOUTH OF THE CENTERLINE OF PAVED ROAD AND 1 FOOT
 RM0848'WEST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 10 INCHES
 RM0848'AND THE DISK IS STAMPED MULLIGAN NO 2 1953.
 RM0848'
 RM0848'THE AZIMUTH MARK IS 3 FEET EAST OF A FENCE CORNER, 1 FOOT
 RM0848'SOUTH OF A METAL WITNESS POST, 12 FEET EAST OF A 10 INCH
 RM0848'PINE TREE AND 26 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 RM0848'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED MULLIGAN
 RM0848'1953.
 RM0848'
 RM0848'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 RM0848'
 RM0848'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5-1/4
 RM0848'MILES SOUTHEAST OF GORDON.
 RM0848
 RM0848                          STATION RECOVERY (1992)
 RM0848
 RM0848'RECOVERY NOTE BY US POWER SQUADRON 1992 (LJK)
 RM0848'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0967 ***********************************************************************
 NJ0967  DESIGNATION -  MUMM
 NJ0967  PID         -  NJ0967
 NJ0967  STATE/COUNTY-  WI/GRANT
 NJ0967  USGS QUAD   -  BEETOWN (1978)
 NJ0967
 NJ0967                         *CURRENT SURVEY CONTROL
 NJ0967  ___________________________________________________________________
 NJ0967* NAD 83(1991)-  42 46 15.88851(N)    090 59 36.60926(W)     ADJUSTED  
 NJ0967* NAVD 88     -       311.     (meters)    1020.     (feet)  SCALED    
 NJ0967  ___________________________________________________________________
 NJ0967  LAPLACE CORR-          -5.35  (seconds)                    DEFLEC99
 NJ0967  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 NJ0967
 NJ0967  HORZ ORDER  -  FIRST
 NJ0967
 NJ0967.The horizontal coordinates were established by classical geodetic methods
 NJ0967.and adjusted by the National Geodetic Survey in March 1999..
 NJ0967
 NJ0967.The orthometric height was scaled from a topographic map.
 NJ0967
 NJ0967.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0967
 NJ0967.The geoid height was determined by GEOID03.
 NJ0967
 NJ0967;                    North         East     Units Scale Factor Converg.
 NJ0967;SPC WI S     -    86,144.748   518,691.270   MT  0.99999260   -0 40 57.5
 NJ0967;SPC WI S     -   282,626.56  1,701,739.61   sFT  0.99999260   -0 40 57.5
 NJ0967;SPC IA N     - 1,144,228.302 1,705,098.404   MT  0.99994699   +1 41 55.6
 NJ0967;UTM  15      - 4,737,346.450   664,154.799   MT  0.99993153   +1 21 46.3
 NJ0967
 NJ0967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0967!SPC WI S     -   0.99995624  x   0.99999260  =   0.99994884
 NJ0967!SPC IA N     -   0.99995624  x   0.99994699  =   0.99990323
 NJ0967!UTM  15      -   0.99995624  x   0.99993153  =   0.99988777
 NJ0967
 NJ0967|---------------------------------------------------------------------|
 NJ0967| PID    Reference Object                     Distance      Geod. Az  |
 NJ0967|                                                           dddmmss.s |
 NJ0967| CI9413 MUMM RM 3                            22.183 METERS 00906     |
 NJ0967| NJ0921 LANCASTER ST CLEMENTS CATH CH       APPROX.24.5 KM 0694421.5 |
 NJ0967| NJ0922 LANCASTER CO COURTHOUSE DOME        APPROX.24.7 KM 0694703.1 |
 NJ0967| NJ0918 LANCASTER CO HOSP AND HOME TK       APPROX.26.0 KM 0762119.4 |
 NJ0967| NJ0952 BALLTOWN ST FRANCIS CATH CH         APPROX.18.0 KM 1452514.1 |
 NJ0967| CI9411 MUMM RM 1                            44.690 METERS 14843     |
 NJ0967| NJ0960 CASSVILLE RAD STA KSB 631 MAST      APPROX. 4.8 KM 1485317.8 |
 NJ0967| CI9412 MUMM RM 2 AZIMUTH                                  2741820.1 |
 NJ0967|---------------------------------------------------------------------|
 NJ0967
 NJ0967                          SUPERSEDED SURVEY CONTROL
 NJ0967
 NJ0967  NAD 83(1991)-  42 46 15.88246(N)    090 59 36.60413(W) AD(       ) 1
 NJ0967  NAD 83(1986)-  42 46 15.88052(N)    090 59 36.60658(W) AD(       ) 1
 NJ0967  NAD 27      -  42 46 15.91100(N)    090 59 36.14900(W) AD(       ) 1
 NJ0967
 NJ0967.Superseded values are not recommended for survey control.
 NJ0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0967.See file dsdata.txt to determine how the superseded data were derived.
 NJ0967
 NJ0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH6415537346(NAD 83)
 NJ0967_MARKER: DS = TRIANGULATION STATION DISK
 NJ0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0967
 NJ0967  HISTORY     - Date     Condition        Report By
 NJ0967  HISTORY     - 1931     MONUMENTED       CGS
 NJ0967  HISTORY     - 1935     GOOD             CGS
 NJ0967  HISTORY     - 1958     GOOD             CGS
 NJ0967  HISTORY     - 19980917 MARK NOT FOUND   USPSQD
 NJ0967
 NJ0967                          STATION DESCRIPTION
 NJ0967
 NJ0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 NJ0967'FOUR MILES NORTH OF CASSVILLE, ON WEST SIDE OF ROAD, ON
 NJ0967'LAND OWNED AND OCCUPIED BY MR. JOE MUMM, AND DIRECTLY OPPOSITE
 NJ0967'HIS HOUSE.
 NJ0967'
 NJ0967'TO REACH FROM BEETOWN, GO VIA STATE HIGHWAY 14 TOWARDS CASSVILLE
 NJ0967'6.1 MILES TO ROAD TURNING OUT TO RIGHT AT A SIGN JUNCTION
 NJ0967'WITH Y.  TURN RIGHT AT THIS POINT AND CONTINUE ON MAIN-TRAVELED
 NJ0967'ROAD FOR A DISTANCE OF 3.6 MILES TO A WHITE HOUSE ON RIGHT
 NJ0967'SIDE OF ROAD BELONGING TO MR. MUMM.  TO REACH FROM CASSVILLE,
 NJ0967'GO VIA STATE HIGHWAY 14 TO ITS INTERSECTION WITH COUNTY
 NJ0967'ROAD Y, AND THENCE AS DESCRIBED AS ABOVE.
 NJ0967'
 NJ0967'MARK IS IN THE OATFIELD ON WEST SIDE OF ROAD, OPPOSITE THE
 NJ0967'WHITE HOUSE, 45 METERS, NORTH OF FENCE CORNER, SOUTH OF
 NJ0967'THE STATION, 2.1 METERS WEST OF FENCE ON WEST SIDE OF ROAD,
 NJ0967'8.0 METERS WEST OF THE CENTERLINE OF THE GRAVEL ROAD, 3.90
 NJ0967'METERS WEST-SOUTHWEST OF THE MAIL BOX, 21.0 METERS WEST
 NJ0967'OF THE SOUTHWEST CORNER POST OF FENCE RUNNING AROUND THE
 NJ0967'HOUSE, AND IS 18 INCHES BELOW THE SURFACE.
 NJ0967'
 NJ0967'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION, IN FENCE CORNER,
 NJ0967'1 FOOT NORTH AND WEST OF THE CORNER, AND 7.0 METERS WEST
 NJ0967'OF THE CENTERLINE OF THE GRAVEL ROAD.
 NJ0967'
 NJ0967'REFERENCE MARK NO. 2 IS 1/4 MILE WEST OF THE STATION, 1
 NJ0967'FOOT SOUTH AND EAST OF CORNER OF WIRE FENCE, 4 METERS NORTH
 NJ0967'OF HIGH TENSION POLE, 7 METERS EAST OF CENTERLINE OF GRAVEL
 NJ0967'ROAD (WIS. STATE HIGHWAY 133), AND ABOUT 10 METERS NORTHEAST
 NJ0967'OF JUNCTION OF CENTERLINE OF AN OLD WAGON ROAD LEADING WEST.
 NJ0967'
 NJ0967'HEIGHT OF SIGNAL ABOVE STATION MARK - 23 METERS.
 NJ0967
 NJ0967                          STATION RECOVERY (1935)
 NJ0967
 NJ0967'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NJ0967'THIS STATION WAS NOT VISITED BY AN OBSERVING PARTY AT THIS
 NJ0967'TIME BUT WAS USED ONLY TO CHECK THE ORIGINAL ANGLE AT OUR
 NJ0967'CHECK CONNECTION.  THE ORIGINAL DESCRIPTION IS AS FOLLOWS--
 NJ0967'
 NJ0967'STATION IS FOUR MILES NORTH OF CASSVILLE, ON WEST SIDE OF
 NJ0967'THE ROAD, ON LAND OWNED AND OCCUPIED BY MR. JOE MUMM, AND
 NJ0967'DIRECTLY OPPOSITE HIS HOUSE.
 NJ0967'
 NJ0967'TO REACH FROM BEETOWN, GO VIA STATE HIGHWAY 14 TOWARDS CASSVILLE,
 NJ0967'6.1 MILES TO ROAD TURNING OUT TO RIGHT AT SIGN, JUNCTION
 NJ0967'WITH Y.  TURN RIGHT AT THIS POINT AND CONTINUE ON MAIN-TRAVELED
 NJ0967'ROAD FOR A DISTANCE OF 3.6 MILES TO A WHITE HOUSE ON RIGHT
 NJ0967'SIDE OF ROAD BELONGING TO MR. MUMM.  TO REACH FROM CASSVILLE,
 NJ0967'GO VIA STATE HIGHWAY 14 TO ITS INTERSECTION WITH COUNTY
 NJ0967'ROAD Y, AND THENCE AS DESCRIBED ABOVE.
 NJ0967'
 NJ0967'MARK IS IN THE OATFIELD ON WEST SIDE OF THE ROAD, OPPOSITE
 NJ0967'THE WHITE HOUSE, 45 METERS NORTH OF FENCE CORNER SOUTH OF
 NJ0967'THE STATION, 2.1 METERS WEST OF FENCE ON WEST SIDE OF ROAD,
 NJ0967'8.0 METERS WEST OF THE CENTERLINE OF THE GRAVEL ROAD, 3.90
 NJ0967'METERS WEST-SOUTHWEST OF THE MAIL BOX, AND 21.0 METERS WEST
 NJ0967'OF THE SOUTHWEST CORNER-POST OF FENCE RUNNING AROUND THE
 NJ0967'HOUSE, AND IS 18 INCHES BELOW THE SURFACE.  IT IS MARKED
 NJ0967'ACCORDING.
 NJ0967'
 NJ0967'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION, IN FENCE CORNER,
 NJ0967'1 FOOT NORTH AND WEST OF THE CORNER, AND 7.0 METERS WEST
 NJ0967'OF THE CENTERLINE OF THE GRAVEL ROAD.
 NJ0967'
 NJ0967'REFERENCE MARK NO. 2 IS 1/4 MILE WEST OF STATION, 1 FOOT
 NJ0967'SOUTH AND EAST OF CORNER OF WIRE FENCE, 4 METERS NORTH OF
 NJ0967'HIGH TENSION POLE, 7 METERS EAST OF CENTERLINE OF GRAVEL
 NJ0967'ROAD, (WISCONSIN STATE HIGHWAY 133), ABOUT 10 METERS NORTHEAST
 NJ0967'OF JUNCTION OF CENTERLINE OF AN OLD WAGON ROAD LEADING WEST.
 NJ0967'
 NJ0967'BOTH REFERENCE MARKS MARKED ACCORDING.  ALL
 NJ0967'MARKS WERE RECOVERED IN GOOD CONDITION.
 NJ0967'
 NJ0967'HEIGHT OF SIGNAL ABOVE STATION MARK - 23 METERS.
 NJ0967
 NJ0967                          STATION RECOVERY (1958)
 NJ0967
 NJ0967'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GWM)
 NJ0967'THE STATION, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 NJ0967'RECOVERED IN GOOD CONDITION.  THE REFERENCE MEASUREMENTS
 NJ0967'TO THE MARKS DO NOT CHECK BECAUSE ROADS HAVE BEEN REBUILT
 NJ0967'AND THE FENCES HAVE BEEN MOVED.  THE DIRECTION TO REFERENCE
 NJ0967'MARKS 1 AND 2 CHECKED BUT THE DISTANCE TO REFERENCE MARK
 NJ0967'1 WAS FOUND TO BE .011 METER SMALLER THAN PREVIOUSLY MEASURED.
 NJ0967'REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.  A COMPLETE
 NJ0967'NEW TO REACH AND DESCRIPTION FOLLOWS.
 NJ0967'
 NJ0967'THE STATION IS ABOUT 4 MILES NORTH OF CASSVILLE IN THE NORTHWEST
 NJ0967'QUARTER OF SECTION 5, T-3-N, R-5-W ON THE PROPERTY OF MR.
 NJ0967'JOE MUMM.  IT IS 60 FEET WEST OF THE SOUTHWEST CORNER OF
 NJ0967'FENCE AROUND MR. MUMMS HOME, 26 FEET WEST OF THE CENTERLINE
 NJ0967'OF A GRAVELED ROAD, 2 FEET WEST OF A WIRE FENCE, 12 FEET
 NJ0967'SOUTHWEST OF A MAIL BOX, AND 3 FEET WEST OF A WHITE WITNESS
 NJ0967'POST.  THE MONUMENT IS 18 INCHES UNDERGROUND AND THE DISK
 NJ0967'IS STAMPED MUMM 1931.
 NJ0967'
 NJ0967'TO REACH THE STATION FROM THE BRIDGE ACROSS THE RATTLE SNAKE
 NJ0967'RIVER (JUNCTION OF STATE HIGHWAY 133 AND COUNTY ROAD V) IN
 NJ0967'NORTH ANDOVER, GO SOUTHWEST ON HIGHWAY 133 FOR 3.45 MILES
 NJ0967'TO A GRAVELED SIDE ROAD LEFT.* TURN LEFT AND GO SOUTHEAST
 NJ0967'ON THE GRAVELED ROAD FOR 0.3 MILE TO MR. MUMMS HOME ON
 NJ0967'THE LEFT AND THE STATION ON THE RIGHT.
 NJ0967'
 NJ0967'*TO REACH REFERENCE MARK 2 FROM THE GRAVELED ROAD LEFT, GO
 NJ0967'SOUTHWEST ON HIGHWAY 133 FOR 0.25 MILE TO THE MARK ON THE
 NJ0967'LEFT.
 NJ0967'
 NJ0967'REFERENCE MARK 1 IS 25 FEET WEST OF THE CENTERLINE OF THE
 NJ0967'GRAVELED ROAD, 4 FEET NORTHEAST OF A POWER POLE, AND 3 FEET
 NJ0967'NORTHEAST OF A FENCE CORNER.  THE MONUMENT PROJECTS 3 INCHES
 NJ0967'AND THE DISK IS STAMPED MUMM NO 1 1931.
 NJ0967'
 NJ0967'**REFERENCE MARK 2 IS 78 FEET EAST OF THE CENTERLINE OF
 NJ0967'HIGHWAY 133, 22 FEET SOUTH OF POWER POLE, 20 FEET EAST OF
 NJ0967'A FENCE CORNER, 3 FEET SOUTH OF A WIRE FENCE, AND 2 FEET
 NJ0967'SOUTHEAST OF A WHITE WITNESS POST.  THE MONUMENT PROJECTS
 NJ0967'8 INCHES AND THE DISK IS STAMPED MUMM NO 2 1958.
 NJ0967'
 NJ0967'REFERENCE MARK 3 IS 30 FEET EAST OF THE CENTERLINE OF THE
 NJ0967'GRAVELED ROAD, 12 FEET SOUTH OF A 14 INCH PINE TREE, AND
 NJ0967'1 FOOT SOUTHWEST OF A YARD FENCE.  THE MONUMENT IS FLUSH
 NJ0967'AND THE DISK IS STAMPED MUMM NO 3 1958.
 NJ0967'
 NJ0967'**REFERENCE MARK 2 MAY BE USED AS AN AZIMUTH MARK.
 NJ0967'
 NJ0967'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 NJ0967
 NJ0967                          STATION RECOVERY (1998)
 NJ0967
 NJ0967'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0967'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0174 ***********************************************************************
 QN0174  DESIGNATION -  MURRY
 QN0174  PID         -  QN0174
 QN0174  STATE/COUNTY-  WI/RUSK
 QN0174  USGS QUAD   -  CRANE (1972)
 QN0174
 QN0174                         *CURRENT SURVEY CONTROL
 QN0174  ___________________________________________________________________
 QN0174* NAD 83(1991)-  45 36 43.76652(N)    091 12 20.87857(W)     ADJUSTED  
 QN0174* NAVD 88     -       353.377  (meters)    1159.37   (feet)  ADJUSTED  
 QN0174  ___________________________________________________________________
 QN0174  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 QN0174  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 QN0174  DYNAMIC HT  -         353.361 (meters)    1159.32  (feet)  COMP
 QN0174  MODELED GRAV-     980,561.7   (mgal)                       NAVD 88
 QN0174
 QN0174  HORZ ORDER  -  FIRST
 QN0174  VERT ORDER  -  FIRST     CLASS II
 QN0174
 QN0174.The horizontal coordinates were established by classical geodetic methods
 QN0174.and adjusted by the National Geodetic Survey in November 1991..
 QN0174
 QN0174.The orthometric height was determined by differential leveling
 QN0174.and adjusted by the National Geodetic Survey in June 1991..
 QN0174
 QN0174.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0174
 QN0174.The geoid height was determined by GEOID03.
 QN0174
 QN0174.The dynamic height is computed by dividing the NAVD 88
 QN0174.geopotential number by the normal gravity value computed on the
 QN0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0174.degrees latitude (g = 980.6199 gals.).
 QN0174
 QN0174.The modeled gravity was interpolated from observed gravity values.
 QN0174
 QN0174;                    North         East     Units Scale Factor Converg.
 QN0174;SPC WI C     -   198,369.436   505,945.596   MT  1.00002329   -0 51 02.8
 QN0174;SPC WI C     -   650,817.06  1,659,923.18   sFT  1.00002329   -0 51 02.8
 QN0174;SPC WI N     -    50,227.440   505,948.691   MT  0.99999205   -0 52 11.4
 QN0174;SPC WI N     -   164,787.86  1,659,933.33   sFT  0.99999205   -0 52 11.4
 QN0174;UTM  15      - 5,052,522.547   639,896.106   MT  0.99984062   +1 16 56.6
 QN0174
 QN0174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0174!SPC WI C     -   0.99994934  x   1.00002329  =   0.99997263
 QN0174!SPC WI N     -   0.99994934  x   0.99999205  =   0.99994139
 QN0174!UTM  15      -   0.99994934  x   0.99984062  =   0.99978997
 QN0174
 QN0174:                Primary Azimuth Mark                     Grid Az
 QN0174:SPC WI C     -  SULU                                     164 35 06.0
 QN0174:SPC WI N     -  SULU                                     164 36 14.6
 QN0174:UTM  15      -  SULU                                     162 27 06.6
 QN0174
 QN0174|---------------------------------------------------------------------|
 QN0174| PID    Reference Object                     Distance      Geod. Az  |
 QN0174|                                                           dddmmss.s |
 QN0174| QN0175 SULU                                APPROX. 3.5 KM 1634403.2 |
 QN0174|---------------------------------------------------------------------|
 QN0174
 QN0174                          SUPERSEDED SURVEY CONTROL
 QN0174
 QN0174  NAD 83(1986)-  45 36 43.76281(N)    091 12 20.87352(W) AD(       ) 1
 QN0174  NAD 27      -  45 36 43.89800(N)    091 12 20.29400(W) AD(       ) 1
 QN0174  NGVD 29 (??/??/92)  353.368  (m)         1159.34   (f) ADJ UNCH    1 2
 QN0174
 QN0174.Superseded values are not recommended for survey control.
 QN0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0174.See file dsdata.txt to determine how the superseded data were derived.
 QN0174
 QN0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL3989652523(NAD 83)
 QN0174_MARKER: DS = TRIANGULATION STATION DISK
 QN0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0174_STAMPING: MURRY 1921
 QN0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0174+STABILITY: SURFACE MOTION
 QN0174
 QN0174  HISTORY     - Date     Condition        Report By
 QN0174  HISTORY     - 1921     MONUMENTED       CGS
 QN0174  HISTORY     - 1922     GOOD             NGS
 QN0174  HISTORY     - 1934     GOOD             NGS
 QN0174  HISTORY     - 1952     GOOD             CGS
 QN0174  HISTORY     - 1979     SEE DESCRIPTION  NGS
 QN0174
 QN0174                          STATION DESCRIPTION
 QN0174
 QN0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0174'STATION IS ABOUT 7/8 MILE NORTH OF MURRY, ON THE EAST SIDE
 QN0174'OF THE TRACK OF THE M. ST. P. AND S. STE. MARIE RY., 250
 QN0174'METERS NORTH ON THE CENTER OF THE FIRST CURVE NORTH OF MURRY,
 QN0174'250 METERS SOUTH OF THE STATION ONE MILE SIGNBOARD, 6.525 M
 QN0174'(21.41 FT.) EAST OF RAIL.
 QN0174
 QN0174                          STATION RECOVERY (1922)
 QN0174
 QN0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1922
 QN0174'0.9 MI N FROM MURRY.
 QN0174'7/8 MILE NORTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QN0174'MARIE RAILROAD FROM MURRY, RUSK COUNTY, 328 YARDS NORTH OF THE
 QN0174'MIDDLE OF THE FIRST CURVE NORTH OF MURRY, 328 YARDS SOUTH OF
 QN0174'THE STATION-ONE-MILE SIGN, AND 21.4 FEET EAST OF THE RAIL.  A
 QN0174'STANDARD TRIANGULATION-STATION DISK, STAMPED MURRY 1921 AND SET
 QN0174'IN THE TOP OF A CONCRETE POST.
 QN0174
 QN0174                          STATION RECOVERY (1934)
 QN0174
 QN0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QN0174'RECOVERED IN GOOD CONDITION.
 QN0174
 QN0174                          STATION RECOVERY (1952)
 QN0174
 QN0174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QN0174'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION,
 QN0174'ADDITIONAL REFERENCE IS 34.2 FEET SOUTH-SOUTHWEST OF THE 2ND
 QN0174'TELEPHONE LINE POLE NORTH OF POLE WITH RAILROAD SIGN READING
 QN0174'65.  THE REFERENCE MARK WAS RECOVERED AND IS IN GOOD CONDITION.
 QN0174
 QN0174                          STATION RECOVERY (1979)
 QN0174
 QN0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 QN0174'NOT SEARCHED FOR THIS DATE, OFF MAIN LEVEL LINE AND NOT ACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON1057 ***********************************************************************
 ON1057  DESIGNATION -  MUSCODA
 ON1057  PID         -  ON1057
 ON1057  STATE/COUNTY-  WI/GRANT
 ON1057  USGS QUAD   -  MUSCODA (1983)
 ON1057
 ON1057                         *CURRENT SURVEY CONTROL
 ON1057  ___________________________________________________________________
 ON1057* NAD 83(1991)-  43 09 56.21914(N)    090 26 53.46787(W)     ADJUSTED  
 ON1057* NAVD 88     -       344.     (meters)    1129.     (feet)  SCALED    
 ON1057  ___________________________________________________________________
 ON1057  LAPLACE CORR-          -4.73  (seconds)                    DEFLEC99
 ON1057  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 ON1057
 ON1057  HORZ ORDER  -  SECOND
 ON1057
 ON1057.The horizontal coordinates were established by classical geodetic methods
 ON1057.and adjusted by the National Geodetic Survey in March 1999..
 ON1057
 ON1057.The orthometric height was scaled from a topographic map.
 ON1057
 ON1057.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1057
 ON1057.The geoid height was determined by GEOID03.
 ON1057
 ON1057;                    North         East     Units Scale Factor Converg.
 ON1057;SPC WI S     -   129,586.560   563,555.154   MT  0.99994096   -0 18 28.6
 ON1057;SPC WI S     -   425,151.91  1,848,930.53   sFT  0.99994096   -0 18 28.6
 ON1057;UTM  15      - 4,782,367.759   707,439.186   MT  1.00012938   +1 44 46.8
 ON1057
 ON1057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1057!SPC WI S     -   0.99995133  x   0.99994096  =   0.99989229
 ON1057!UTM  15      -   0.99995133  x   1.00012938  =   1.00008070
 ON1057
 ON1057:                Primary Azimuth Mark                     Grid Az
 ON1057:SPC WI S     -  MUSCODA ST JOHNS CATH CH                 008 56 57.6
 ON1057:UTM  15      -  MUSCODA ST JOHNS CATH CH                 006 53 42.2
 ON1057
 ON1057|---------------------------------------------------------------------|
 ON1057| PID    Reference Object                     Distance      Geod. Az  |
 ON1057|                                                           dddmmss.s |
 ON1057| ON1058 MUSCODA ST JOHNS CATH CH            APPROX. 2.6 KM 0083829.0 |
 ON1057| ON1061 MUSCODA MUNICIPAL TANK              APPROX. 2.3 KM 0121405.1 |
 ON1057| CI9416 MUSCODA RM 2                         58.802 METERS 02701     |
 ON1057| CI9414 MUSCODA AZ MK                                      0915300.0 |
 ON1057| CI9415 MUSCODA RM 1                         39.100 METERS 34700     |
 ON1057|---------------------------------------------------------------------|
 ON1057
 ON1057                          SUPERSEDED SURVEY CONTROL
 ON1057
 ON1057  NAD 83(1991)-  43 09 56.21813(N)    090 26 53.46762(W) AD(       ) 2
 ON1057  NAD 83(1986)-  43 09 56.21179(N)    090 26 53.47033(W) AD(       ) 2
 ON1057  NAD 27      -  43 09 56.26050(N)    090 26 53.02560(W) AD(       ) 2
 ON1057
 ON1057.Superseded values are not recommended for survey control.
 ON1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1057.See file dsdata.txt to determine how the superseded data were derived.
 ON1057
 ON1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH0743982368(NAD 83)
 ON1057_MARKER: DS = TRIANGULATION STATION DISK
 ON1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1057
 ON1057  HISTORY     - Date     Condition        Report By
 ON1057  HISTORY     - 1958     MONUMENTED       CGS
 ON1057  HISTORY     - 19980923 MARK NOT FOUND   USPSQD
 ON1057
 ON1057                          STATION DESCRIPTION
 ON1057
 ON1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 ON1057'THE STATION IS ABOUT 2 MILES SOUTH OF MUSCODA, IN THE SOUTHWEST
 ON1057'1/4 OF SEC. 13, T-8-N, R-1-W, AND ON THE PROPERTY OF MR. LOUIE
 ON1057'MUELLER.  IT IS 304 FEET SOUTHWEST OF A FENCE CORNER, 130 FEET
 ON1057'SOUTH OF A WIRE FENCE, 130 FEET SOUTH OF A WHITE WITNESS POST AND
 ON1057'62 FEET WEST OF THE EAST EDGE OF A CULTIVATED FIELD.  THE
 ON1057'MONUMENT IS 14 INCHES BELOW THE GROUND SURFACE AND THE DISK IS
 ON1057'STAMPED MUSCODA 1958.
 ON1057'
 ON1057'TO REACH THE STATION FROM THE U.S. POST OFFICE IN MUSCODA, GO
 ON1057'SOUTH AND EAST ON STATE HIGHWAY 80 FOR 0.2 MILE TO A SIDE ROAD
 ON1057'RIGHT.  TURN RIGHT AND GO SOUTHEAST ON COUNTY HIGHWAY P FOR
 ON1057'0.15 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTHERLY ON
 ON1057'A DIRT ROAD THAT GOES UP A STEEP HILL FOR 1.25 MILES TO THE
 ON1057'AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD ON THE DIRT ROAD FOR
 ON1057'0.1 MILE TO THE FARM HOME OF MR. MUELLER.  TURN RIGHT THROUGH
 ON1057'THE GATE BETWEEN A BARN AND A BUILDING USED FOR A GARAGE AND
 ON1057'MACHINERY AND GO WEST ON A FIELD ROAD FOR 0.15 MILE TO A
 ON1057'POINT WHERE THE FIELD ROAD TURNS LEFT.  CONTINUE STRAIGHT
 ON1057'AHEAD FOR 0.05 MILE TO THE EAST EDGE OF A CULTIVATED FIELD.
 ON1057'TURN RIGHT AND GO NORTHERLY ALONG THE EAST EDGE OF THE
 ON1057'CULTIVATED FIELD FOR 0.1 MILE TO THE STATION AS DESCRIBED.
 ON1057'
 ON1057'REFERENCE MARK 1 IS 3 FEET EAST OF A WHITE WITNESS POST AND 1
 ON1057'FOOT SOUTH OF A WIRE FENCE.  THE MONUMENT PROJECTS 2 INCHES
 ON1057'AND THE DISK IS STAMPED MUSCODA NO 1 1958.
 ON1057'
 ON1057'REFERENCE MARK 2 IS 130 FEET WEST OF A FENCE CORNER, 127 FEET
 ON1057'EAST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A WIRE FENCE.  THE
 ON1057'MONUMENT IS FLUSH AND THE DISK IS STAMPED MUSCODA NO 2 1958.
 ON1057'
 ON1057'THE AZIMUTH MARK IS 53 FEET WEST OF A 24 INCH ELM TREE, 32 FEET
 ON1057'SOUTH OF AN 18 INCH OAK TREE, 19 FEET WEST OF THE CENTERLINE OF A
 ON1057'DIRT ROAD, 3 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF
 ON1057'A WIRE FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK
 ON1057'IS STAMPED MUSCODA 1958.
 ON1057'
 ON1057'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 ON1057
 ON1057                          STATION RECOVERY (1998)
 ON1057
 ON1057'RECOVERY NOTE BY US POWER SQUADRON 1998
 ON1057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5051 ***********************************************************************
 DH5051  DESIGNATION -  MUSCODA GPS
 DH5051  PID         -  DH5051
 DH5051  STATE/COUNTY-  WI/GRANT
 DH5051  USGS QUAD   -  MUSCODA (1983)
 DH5051
 DH5051                         *CURRENT SURVEY CONTROL
 DH5051  ___________________________________________________________________
 DH5051* NAD 83(1997)-  43 10 34.47310(N)    090 29 54.80955(W)     ADJUSTED  
 DH5051* NAVD 88     -                                                        
 DH5051  ___________________________________________________________________
 DH5051  X           -     -40,537.133 (meters)                     COMP
 DH5051  Y           -  -4,658,529.341 (meters)                     COMP
 DH5051  Z           -   4,341,920.545 (meters)                     COMP
 DH5051  LAPLACE CORR-          -5.34  (seconds)                    DEFLEC99
 DH5051  ELLIP HEIGHT-         175.02  (meters)          (08/01/05) GPS OBS
 DH5051  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 DH5051
 DH5051  HORZ ORDER  -  FIRST
 DH5051  ELLP ORDER  -  SECOND    CLASS I
 DH5051
 DH5051.The horizontal coordinates were established by GPS observations
 DH5051.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5051
 DH5051
 DH5051.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5051
 DH5051.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5051
 DH5051.The ellipsoidal height was determined by GPS observations
 DH5051.and is referenced to NAD 83.
 DH5051
 DH5051.The geoid height was determined by GEOID03.
 DH5051
 DH5051;                    North         East     Units Scale Factor Converg.
 DH5051;SPC WI S     -   130,790.240   559,466.130   MT  0.99994022   -0 20 33.2
 DH5051;SPC WI S     -   429,100.98  1,835,515.13   sFT  0.99994022   -0 20 33.2
 DH5051;UTM  15      - 4,783,424.260   703,308.903   MT  1.00010850   +1 42 43.9
 DH5051
 DH5051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5051!SPC WI S     -   0.99997255  x   0.99994022  =   0.99991278
 DH5051!UTM  15      -   0.99997255  x   1.00010850  =   1.00008105
 DH5051
 DH5051                          SUPERSEDED SURVEY CONTROL
 DH5051
 DH5051.No superseded survey control is available for this station.
 DH5051
 DH5051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH0330983424(NAD 83)
 DH5051_MARKER: DD = SURVEY DISK
 DH5051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5051_STAMPING: MUSCODA GPS 2004
 DH5051_MARK LOGO: WIDT  
 DH5051_PROJECTION: FLUSH
 DH5051_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5051+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2005
 DH5051
 DH5051  HISTORY     - Date     Condition        Report By
 DH5051  HISTORY     - 2003     MONUMENTED       WIDT
 DH5051  HISTORY     - 20051227 GOOD             WIDT
 DH5051
 DH5051                          STATION DESCRIPTION
 DH5051
 DH5051'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5051'OWNERSHIP--TOWNSHIP OF MUSCODA.  TO REACH THE STATION FROM THE
 DH5051'JUNCTION OF STATE  HIGHWAY 80 AND STATE HIGHWAY 133 AND WISCONSIN
 DH5051'AVENUE WITH STATE HIGHWAY 80, STATE  HIGHWAY 133 AND COUNTY HIGHWAY G
 DH5051'(CATHERINE STREET), GO SOUTHWEST ON COUNTY HIGHWAY  G (CATHERINE
 DH5051'STREET) FOR 1.2 MI TO BLUE RIVER ROAD ON THE RIGHT, TURN RIGHT AND GO
 DH5051'WEST  ON BLUE RIVER ROAD FOR 1.2 MI TO TAYLOR ROAD ON THE RIGHT,
 DH5051'CONTINUE WEST ON BLUE RIVER  ROAD FOR 0.5 MI TO THE STATION ON THE
 DH5051'RIGHT.  THE STATION IS A BRONZE WISCONSIN  DEPARTMENT OF
 DH5051'TRANSPORTATION GEODETIC SURVEY CONTROL STATION SET IN THE TOP OF A
 DH5051'41-CM DIAMETER CONCRETE POST ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE
 DH5051'STATION IS  7.9 M NORTH OF THE CENTERLINE OF BLUE RIVER ROAD, 62.0 M
 DH5051'WEST-NORTHWEST OF POWERPOLE  --8-1W-16-28/52--, 47.8 M EAST-NORTHEAST
 DH5051'OF POWERPOLE --8-1W-16 25/52--, 0.5 M SOUTH OF A WIRE  FENCE, 1.0 M
 DH5051'EAST OF AN ORANGE 4X4 PLASTIC WITNESS POST ANS 1.0 M WEST OF AN ORANGE
 DH5051'4X4  PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO VISIBLE
 DH5051'OBSTRUCTIONS EXTNEDING HIGHER  THAN 20 DEGREES ABOVE THE HORIZON.
 DH5051
 DH5051                          STATION RECOVERY (2005)
 DH5051
 DH5051'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5051'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON1061 ***********************************************************************
 ON1061  DESIGNATION -  MUSCODA MUNICIPAL TANK
 ON1061  PID         -  ON1061
 ON1061  STATE/COUNTY-  WI/GRANT
 ON1061  USGS QUAD   -  MUSCODA (1983)
 ON1061
 ON1061                         *CURRENT SURVEY CONTROL
 ON1061  ___________________________________________________________________
 ON1061* NAD 83(1991)-  43 11 08.50239(N)    090 26 32.04781(W)     ADJUSTED  
 ON1061* NAVD 88     -                                                        
 ON1061  ___________________________________________________________________
 ON1061  LAPLACE CORR-          -4.70  (seconds)                    DEFLEC99
 ON1061  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 ON1061
 ON1061  HORZ ORDER  -  THIRD
 ON1061
 ON1061.The horizontal coordinates were established by classical geodetic methods
 ON1061.and adjusted by the National Geodetic Survey in March 1999..
 ON1061
 ON1061
 ON1061.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1061
 ON1061.The geoid height was determined by GEOID03.
 ON1061
 ON1061;                    North         East     Units Scale Factor Converg.
 ON1061;SPC WI S     -   131,814.477   564,050.812   MT  0.99993959   -0 18 13.9
 ON1061;SPC WI S     -   432,461.33  1,850,556.71   sFT  0.99993959   -0 18 13.9
 ON1061;UTM  15      - 4,784,612.441   707,854.730   MT  1.00013150   +1 45 03.9
 ON1061
 ON1061                          SUPERSEDED SURVEY CONTROL
 ON1061
 ON1061  NAD 83(1991)-  43 11 08.50146(N)    090 26 32.04774(W) AD(       ) 4
 ON1061  NAD 83(1986)-  43 11 08.49505(N)    090 26 32.04997(W) AD(       ) 4
 ON1061  NAD 27      -  43 11 08.54600(N)    090 26 31.60400(W) AD(       ) 3
 ON1061
 ON1061.Superseded values are not recommended for survey control.
 ON1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1061.See file dsdata.txt to determine how the superseded data were derived.
 ON1061
 ON1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH0785584612(NAD 83)
 ON1061_MARKER: 53 = ELEVATED TANK
 ON1061
 ON1061  HISTORY     - Date     Condition        Report By
 ON1061  HISTORY     - 1958     FIRST OBSERVED   CGS
 ON1061  HISTORY     - 19980923 GOOD             USPSQD
 ON1061
 ON1061                          STATION DESCRIPTION
 ON1061
 ON1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 ON1061'THE STATION IS THE BALL ON THE TOP OF THE WATER TANK.  IT IS
 ON1061'PAINTED SILVER AND IS A 4 LEGGED SELF SUPPORTING STRUCTURE.  THE
 ON1061'OVERALL HEIGHT IS ABOUT 158 FEET AND IS LOCATED IN THE NORTHEAST
 ON1061'SECTION OF MUSCODA.
 ON1061
 ON1061                          STATION RECOVERY (1998)
 ON1061
 ON1061'RECOVERY NOTE BY US POWER SQUADRON 1998
 ON1061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5290 ***********************************************************************
 DH5290  DESIGNATION -  MUSCODA S GPS
 DH5290  PID         -  DH5290
 DH5290  STATE/COUNTY-  WI/GRANT
 DH5290  USGS QUAD   -  MUSCODA (1983)
 DH5290
 DH5290                         *CURRENT SURVEY CONTROL
 DH5290  ___________________________________________________________________
 DH5290* NAD 83(1997)-  43 07 36.79296(N)    090 27 51.45084(W)     ADJUSTED  
 DH5290* NAVD 88     -                                                        
 DH5290  ___________________________________________________________________
 DH5290  X           -     -37,782.162 (meters)                     COMP
 DH5290  Y           -  -4,662,392.375 (meters)                     COMP
 DH5290  Z           -   4,338,004.039 (meters)                     COMP
 DH5290  LAPLACE CORR-          -4.63  (seconds)                    DEFLEC99
 DH5290  ELLIP HEIGHT-         297.68  (meters)          (08/01/05) GPS OBS
 DH5290  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 DH5290
 DH5290  HORZ ORDER  -  FIRST
 DH5290  ELLP ORDER  -  SECOND    CLASS I
 DH5290
 DH5290.The horizontal coordinates were established by GPS observations
 DH5290.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5290
 DH5290
 DH5290.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5290
 DH5290.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5290
 DH5290.The ellipsoidal height was determined by GPS observations
 DH5290.and is referenced to NAD 83.
 DH5290
 DH5290.The geoid height was determined by GEOID03.
 DH5290
 DH5290;                    North         East     Units Scale Factor Converg.
 DH5290;SPC WI S     -   125,291.365   562,221.498   MT  0.99994395   -0 19 08.5
 DH5290;SPC WI S     -   411,060.09  1,844,555.03   sFT  0.99994395   -0 19 08.5
 DH5290;UTM  15      - 4,778,026.731   706,260.093   MT  1.00012338   +1 44 02.6
 DH5290
 DH5290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5290!SPC WI S     -   0.99995332  x   0.99994395  =   0.99989727
 DH5290!UTM  15      -   0.99995332  x   1.00012338  =   1.00007669
 DH5290
 DH5290                          SUPERSEDED SURVEY CONTROL
 DH5290
 DH5290.No superseded survey control is available for this station.
 DH5290
 DH5290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH0626078027(NAD 83)
 DH5290_MARKER: DD = SURVEY DISK
 DH5290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5290_STAMPING: MUSCODA S GPS 2004
 DH5290_MARK LOGO: WIDT  
 DH5290_PROJECTION: FLUSH
 DH5290_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5290+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5290
 DH5290  HISTORY     - Date     Condition        Report By
 DH5290  HISTORY     - 2003     MONUMENTED       WIDT
 DH5290
 DH5290                          STATION DESCRIPTION
 DH5290
 DH5290'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5290'OWNERSHIP--TOWNSHIP OF MUSCODA.  TO REACH THE STATION FROM THE
 DH5290'JUNCTION OF COUNTY  HIGHWAY G WITH COUNTY HIGHWAY Q ABOUT 5 MI
 DH5290'SOUTHWEST OF THE VILLAGE OF MUSCODA, GO  NORTHEAST ON COUNTY HIGHWAY G
 DH5290'FOR 1.8 MI TO RIDGE ROAD ON THE RIGHT, TURN RIGHT AND GO  SOUTHEAST ON
 DH5290'RIDGE ROAD FOR 2.3 MI TO THE STATION ON THE RIGHT. THE STATION IS A
 DH5290'BRONZE  WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DH5290'STATION DISK SET IN  THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT
 DH5290'LEVEL WITH THE ROAD PAVEMENT.  THE  STATION IS 8.8 M SOUTH OF THE
 DH5290'CENTERLINE OF RIDGE ROAD, 2 M EAST OF THE EXTENDED  CENTERLINE OF
 DH5290'PRIVATE ENTRANCE --772--, 2 M NORTH OF A CULTIVATED FIELD, 1.0 M
 DH5290'SOUTHEAST OF  AN ORANGE 4X4 PLASTIC WITNESS POST, 1.0 M SOUTHWEST OF
 DH5290'AN ORANGE 4X4 PLASTIC WITNESS  POST AND 1.0 M NORTH OF AN ORANGE 4X4
 DH5290'PLASTIC WITNESS POST.  ---NOTE---THIS STATION HAS NO  VISIBLE
 DH5290'OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON1058 ***********************************************************************
 ON1058  DESIGNATION -  MUSCODA ST JOHNS CATH CH
 ON1058  PID         -  ON1058
 ON1058  STATE/COUNTY-  WI/GRANT
 ON1058  USGS QUAD   -  MUSCODA (1983)
 ON1058
 ON1058                         *CURRENT SURVEY CONTROL
 ON1058  ___________________________________________________________________
 ON1058* NAD 83(1991)-  43 11 18.80211(N)    090 26 36.31568(W)     ADJUSTED  
 ON1058* NAVD 88     -                                                        
 ON1058  ___________________________________________________________________
 ON1058  LAPLACE CORR-          -4.70  (seconds)                    DEFLEC99
 ON1058  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 ON1058
 ON1058  HORZ ORDER  -  THIRD
 ON1058
 ON1058.The horizontal coordinates were established by classical geodetic methods
 ON1058.and adjusted by the National Geodetic Survey in March 1999..
 ON1058
 ON1058
 ON1058.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1058
 ON1058.The geoid height was determined by GEOID03.
 ON1058
 ON1058;                    North         East     Units Scale Factor Converg.
 ON1058;SPC WI S     -   132,132.815   563,956.133   MT  0.99993940   -0 18 16.8
 ON1058;SPC WI S     -   433,505.74  1,850,246.08   sFT  0.99993940   -0 18 16.8
 ON1058;UTM  15      - 4,784,927.240   707,748.676   MT  1.00013096   +1 45 01.3
 ON1058
 ON1058                          SUPERSEDED SURVEY CONTROL
 ON1058
 ON1058  NAD 83(1991)-  43 11 18.80119(N)    090 26 36.31564(W) AD(       ) 4
 ON1058  NAD 83(1986)-  43 11 18.79476(N)    090 26 36.31782(W) AD(       ) 4
 ON1058  NAD 27      -  43 11 18.84600(N)    090 26 35.87200(W) AD(       ) 3
 ON1058
 ON1058.Superseded values are not recommended for survey control.
 ON1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1058.See file dsdata.txt to determine how the superseded data were derived.
 ON1058
 ON1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH0774984927(NAD 83)
 ON1058_MARKER: 90 = CHURCH SPIRE
 ON1058
 ON1058  HISTORY     - Date     Condition        Report By
 ON1058  HISTORY     - 1958     FIRST OBSERVED   CGS
 ON1058  HISTORY     - 19980923 GOOD             USPSQD
 ON1058
 ON1058                          STATION DESCRIPTION
 ON1058
 ON1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 ON1058'THE STATION IS THE CENTER OF THE TOP OF THE SPIRE LOCATED IN
 ON1058'THE NORTH PART OF MUSCODA ON THE WEST SIDE OF STATE HIGHWAY 80.
 ON1058'
 ON1058'IT IS A SILVER SPIRE ATOP A YELLOW STONE CHURCH AND THE OVERALL
 ON1058'HEIGHT IS 100 FEET.
 ON1058
 ON1058                          STATION RECOVERY (1998)
 ON1058
 ON1058'RECOVERY NOTE BY US POWER SQUADRON 1998
 ON1058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0518 ***********************************************************************
 RM0518  DESIGNATION -  MUSKEG
 RM0518  PID         -  RM0518
 RM0518  STATE/COUNTY-  WI/BAYFIELD
 RM0518  USGS QUAD   -  BRULE (1984)
 RM0518
 RM0518                         *CURRENT SURVEY CONTROL
 RM0518  ___________________________________________________________________
 RM0518* NAD 83(1991)-  46 33 25.80662(N)    091 31 42.49671(W)     ADJUSTED  
 RM0518* NAVD 88     -       356.577  (meters)    1169.87   (feet)  ADJUSTED  
 RM0518  ___________________________________________________________________
 RM0518  LAPLACE CORR-         -14.03  (seconds)                    DEFLEC99
 RM0518  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 RM0518  DYNAMIC HT  -         356.604 (meters)    1169.96  (feet)  COMP
 RM0518  MODELED GRAV-     980,681.2   (mgal)                       NAVD 88
 RM0518
 RM0518  HORZ ORDER  -  THIRD
 RM0518  VERT ORDER  -  FIRST     CLASS II
 RM0518
 RM0518.The horizontal coordinates were established by classical geodetic methods
 RM0518.and adjusted by the National Geodetic Survey in March 1999..
 RM0518
 RM0518.The orthometric height was determined by differential leveling
 RM0518.and adjusted by the National Geodetic Survey in June 1991..
 RM0518
 RM0518.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0518
 RM0518.The geoid height was determined by GEOID03.
 RM0518
 RM0518.The dynamic height is computed by dividing the NAVD 88
 RM0518.geopotential number by the normal gravity value computed on the
 RM0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0518.degrees latitude (g = 980.6199 gals.).
 RM0518
 RM0518.The modeled gravity was interpolated from observed gravity values.
 RM0518
 RM0518;                    North         East     Units Scale Factor Converg.
 RM0518;SPC WI N     -   155,677.547   482,804.545   MT  0.99996842   -1 06 09.3
 RM0518;SPC WI N     -   510,752.09  1,584,001.24   sFT  0.99996842   -1 06 09.3
 RM0518;UTM  15      - 5,157,007.538   612,794.119   MT  0.99975638   +1 04 06.7
 RM0518
 RM0518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0518!SPC WI N     -   0.99994863  x   0.99996842  =   0.99991705
 RM0518!UTM  15      -   0.99994863  x   0.99975638  =   0.99970502
 RM0518
 RM0518:                Primary Azimuth Mark                     Grid Az
 RM0518:SPC WI N     -  MUSKEG AZ MK                             078 27 44.7
 RM0518:UTM  15      -  MUSKEG AZ MK                             076 17 28.7
 RM0518
 RM0518|---------------------------------------------------------------------|
 RM0518| PID    Reference Object                     Distance      Geod. Az  |
 RM0518|                                                           dddmmss.s |
 RM0518| CJ3382 MUSKEG AZ MK                                       0772135.4 |
 RM0518| RM0519 MUSKEG RM 1                                        29723     |
 RM0518| CJ3383 MUSKEG RM 2                                        34420     |
 RM0518|---------------------------------------------------------------------|
 RM0518
 RM0518                          SUPERSEDED SURVEY CONTROL
 RM0518
 RM0518  NAD 83(1991)-  46 33 25.80669(N)    091 31 42.49626(W) AD(       ) 3
 RM0518  NAD 83(1986)-  46 33 25.80087(N)    091 31 42.49496(W) AD(       ) 3
 RM0518  NAD 27      -  46 33 26.01300(N)    091 31 41.81900(W) AD(       ) 3
 RM0518
 RM0518.Superseded values are not recommended for survey control.
 RM0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0518.See file dsdata.txt to determine how the superseded data were derived.
 RM0518
 RM0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM1279457008(NAD 83)
 RM0518_MARKER: DS = TRIANGULATION STATION DISK
 RM0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0518_SP_SET: CONCRETE POST
 RM0518_STAMPING: MUSKEG 1953
 RM0518_MARK LOGO: CGS   
 RM0518_PROJECTION: PROJECTING 10 CENTIMETERS
 RM0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0518+STABILITY: SURFACE MOTION
 RM0518
 RM0518  HISTORY     - Date     Condition        Report By
 RM0518  HISTORY     - 1953     MONUMENTED       CGS
 RM0518  HISTORY     - 1982     GOOD             NGS
 RM0518  HISTORY     - 20031102 MARK NOT FOUND   USPSQD
 RM0518  HISTORY     - 20041127 MARK NOT FOUND   USPSQD
 RM0518  HISTORY     - 20041214 MARK NOT FOUND   WIDT
 RM0518
 RM0518                          STATION DESCRIPTION
 RM0518
 RM0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 RM0518'STATION IS LOCATED ABOUT 5 MILES WEST OF IRON RIVER AND 2-1/2
 RM0518'MILES EAST OF BRULE ON THE HIGHEST POINT OF A HEAVILY WOODED
 RM0518'HILL.  STATION IS 165 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 RM0518'OF U.S. HIGHWAY 2, 28 FEET NORTH OF A LARGE LONE PINE TREE
 RM0518'AND 5 FEET WEST NORTHWEST OF A WITNESS POST.  THE MARK PROJECTS
 RM0518'ABOUT 8 INCHES AND THE DISK IS STAMPED MUSKEG 1953.
 RM0518'
 RM0518'REFERENCE MARK NO. 1 PROJECTS ABOUT 8 INCHES AND THE DISK IS
 RM0518'STAMPED MUSKEG NO 1 1953.
 RM0518'
 RM0518'REFERENCE MARK NO. 2 IS 49 FEET SOUTH OF THE APPROXIMATE
 RM0518'CENTERLINE OF HIGHWAY.  THE MARK PROJECTS ABOUT 5 INCHES AND
 RM0518'THE DISK IS STAMPED MUSKEG NO 2 1953.
 RM0518'
 RM0518'AZIMUTH MARK IS 42 FEET NORTH OF THE APPROXIMATE CENTERLINE
 RM0518'OF HIGHWAY, 13 FEET WEST OF A TELEPHONE POLE AND 2 FOOT
 RM0518'NORTH OF WITNESS POST.  THE MARK PROJECTS ABOUT 5 INCHES AND
 RM0518'THE DISK IS STAMPED MUSKEG 1953.
 RM0518'
 RM0518'TO REACH FROM THE POST OFFICE IN IRON CITY GO WEST ON U.S. HIGHWAY
 RM0518'2 FOR 5.0 MILES TO AZIMUTH MARK ON RIGHT OR NORTH SIDE OF
 RM0518'HIGHWAY AS DESCRIBED.  CONTINUE WEST FOR 0.45 MILE TO TRIANGLE
 RM0518'BLAZED PINE TREE AND STATION ON LEFT OR SOUTH SIDE OF HIGHWAY
 RM0518'AS DESCRIBED.  CONSIDERABLE CLEARING NECESSARY TO MAKE AZIMUTH
 RM0518'MARK V.G.
 RM0518'
 RM0518'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 RM0518
 RM0518                          STATION RECOVERY (1982)
 RM0518
 RM0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RM0518'4.0 KM (2.5 MI) EAST FROM BRULE.
 RM0518'4.0 KM (2.5 MI) EAST ALONG U.S. HIGHWAY 2 FROM
 RM0518'THE JUNCTION OF STATE ROUTE 27 SOUTH IN BRULE, AT THE HIGHEST POINT OF
 RM0518'A KNOLL, AND ABOUT 61 METERS (200 FT) SOUTH OF THE CENTERLINE OF THE
 RM0518'HIGHWAY, AT THE NORTH EDGE OF A WOODS CLEARING, 8.5 METERS (28.0 FT)
 RM0518'NORTHEAST OF A LINE OF TREES.
 RM0518'THE MARK IS 1.5 METERS  W FROM A WITNESS POST.
 RM0518'THE MARK IS 5.5 M ABOVE HIGHWAY.
 RM0518
 RM0518                          STATION RECOVERY (2003)
 RM0518
 RM0518'RECOVERY NOTE BY US POWER SQUADRON 2003 (CLB)
 RM0518'MARK NOT FOUND.
 RM0518
 RM0518                          STATION RECOVERY (2004)
 RM0518
 RM0518'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0518'THE STATION AND REFERENCE MARKS WERE NOT FOUND.  THE EMBANKMENT HAS
 RM0518'BEEN RELANDSCAPPED WHICH MAY HAVE REMOVED OR COVERED THE STATION.  THE
 RM0518'WITNESS POST WAS NOT FOUND.  THERE IS A NEW WIS DOT MARKER PRESENT IN
 RM0518'THE DESCRIBED AREA.
 RM0518
 RM0518                          STATION RECOVERY (2004)
 RM0518
 RM0518'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 RM0518'THE STATION IS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0519 ***********************************************************************
 RM0519  DESIGNATION -  MUSKEG RM 1
 RM0519  PID         -  RM0519
 RM0519  STATE/COUNTY-  WI/BAYFIELD
 RM0519  USGS QUAD   -  BRULE (1984)
 RM0519
 RM0519                         *CURRENT SURVEY CONTROL
 RM0519  ___________________________________________________________________
 RM0519* NAD 83(1986)-  46 33 24.     (N)    091 31 41.     (W)     SCALED    
 RM0519* NAVD 88     -       353.314  (meters)    1159.16   (feet)  ADJUSTED  
 RM0519  ___________________________________________________________________
 RM0519  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 RM0519  DYNAMIC HT  -         353.341 (meters)    1159.25  (feet)  COMP
 RM0519  MODELED GRAV-     980,681.1   (mgal)                       NAVD 88
 RM0519
 RM0519  VERT ORDER  -  FIRST     CLASS II
 RM0519
 RM0519.The horizontal coordinates were scaled from a topographic map and have
 RM0519.an estimated accuracy of +/- 6 seconds.
 RM0519
 RM0519.The orthometric height was determined by differential leveling
 RM0519.and adjusted by the National Geodetic Survey in June 1991..
 RM0519
 RM0519.The geoid height was determined by GEOID03.
 RM0519
 RM0519.The dynamic height is computed by dividing the NAVD 88
 RM0519.geopotential number by the normal gravity value computed on the
 RM0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0519.degrees latitude (g = 980.6199 gals.).
 RM0519
 RM0519.The modeled gravity was interpolated from observed gravity values.
 RM0519
 RM0519;                    North         East    Units  Estimated Accuracy
 RM0519;SPC WI N     -   155,620.      482,840.      MT  (+/- 180 meters Scaled)
 RM0519
 RM0519                          SUPERSEDED SURVEY CONTROL
 RM0519
 RM0519.No superseded survey control is available for this station.
 RM0519
 RM0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM128569(NAD 83)
 RM0519_MARKER: DR = REFERENCE MARK DISK
 RM0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0519_SP_SET: CONCRETE POST
 RM0519_STAMPING: MUSKEG NO 1 1953
 RM0519_MARK LOGO: CGS   
 RM0519_PROJECTION: PROJECTING 15 CENTIMETERS
 RM0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0519+STABILITY: SURFACE MOTION
 RM0519
 RM0519  HISTORY     - Date     Condition        Report By
 RM0519  HISTORY     - 1953     MONUMENTED       CGS
 RM0519  HISTORY     - 1982     GOOD             NGS
 RM0519  HISTORY     - 20031102 MARK NOT FOUND   USPSQD
 RM0519  HISTORY     - 20041127 MARK NOT FOUND   USPSQD
 RM0519  HISTORY     - 20041214 MARK NOT FOUND   WIDT
 RM0519
 RM0519                          STATION DESCRIPTION
 RM0519
 RM0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0519'4.0 KM (2.5 MI) EAST FROM BRULE.
 RM0519'4.0 KM (2.5 MI) EAST ALONG U.S. HIGHWAY 2 FROM
 RM0519'THE JUNCTION OF STATE ROUTE 27 SOUTH IN BRULE, AT THE HIGHEST POINT OF
 RM0519'A KNOLL, 37.5 METERS (123 0 FT) SOUTH OF THE CENTERLINE OF THE
 RM0519'HIGHWAY, 25.4 METERS (83.3 FT) NORTHWEST OF STATION MUSKEG.
 RM0519'THE MARK IS 2.5 M ABOVE HIGHWAY.
 RM0519
 RM0519                          STATION RECOVERY (2003)
 RM0519
 RM0519'RECOVERY NOTE BY US POWER SQUADRON 2003 (CLB)
 RM0519'MARK NOT FOUND.
 RM0519
 RM0519                          STATION RECOVERY (2004)
 RM0519
 RM0519'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0519'MUSKEG RM 1 WAS NOT FOUND.  THE EMBANKMENT HAS BEEN RELANDSCAPPED
 RM0519'WHICH MAY HAVE REMOVED OR COVERED THE STATION.  THERE IS A NEW WIS DOT
 RM0519'MARKER PRESENT IN THE DESCRIBED AREA.
 RM0519
 RM0519                          STATION RECOVERY (2004)
 RM0519
 RM0519'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 RM0519'THE STATION IS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9844 ***********************************************************************
 DF9844  DESIGNATION -  MUSKEGO E GPS
 DF9844  PID         -  DF9844
 DF9844  STATE/COUNTY-  WI/WAUKESHA
 DF9844  USGS QUAD   -  NORTH CAPE (1976)
 DF9844
 DF9844                         *CURRENT SURVEY CONTROL
 DF9844  ___________________________________________________________________
 DF9844* NAD 83(1997)-  42 51 56.30456(N)    088 04 43.46790(W)     ADJUSTED  
 DF9844* NAVD 88     -       237.481  (meters)     779.14   (feet)  ADJUSTED  
 DF9844  ___________________________________________________________________
 DF9844  X           -     156,977.791 (meters)                     COMP
 DF9844  Y           -  -4,679,636.639 (meters)                     COMP
 DF9844  Z           -   4,316,711.436 (meters)                     COMP
 DF9844  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 DF9844  ELLIP HEIGHT-         202.79  (meters)          (04/02/04) GPS OBS
 DF9844  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 DF9844  DYNAMIC HT  -         237.414 (meters)     778.92  (feet)  COMP
 DF9844  MODELED GRAV-     980,336.3   (mgal)                       NAVD 88
 DF9844
 DF9844  HORZ ORDER  -  FIRST
 DF9844  VERT ORDER  -  SECOND    CLASS I
 DF9844  ELLP ORDER  -  FOURTH    CLASS I
 DF9844
 DF9844.The horizontal coordinates were established by GPS observations
 DF9844.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DF9844
 DF9844.The orthometric height was determined by differential leveling
 DF9844.and adjusted by the National Geodetic Survey in February 2004..
 DF9844
 DF9844.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9844
 DF9844.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9844
 DF9844.The ellipsoidal height was determined by GPS observations
 DF9844.and is referenced to NAD 83.
 DF9844
 DF9844.The geoid height was determined by GEOID03.
 DF9844
 DF9844.The dynamic height is computed by dividing the NAVD 88
 DF9844.geopotential number by the normal gravity value computed on the
 DF9844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9844.degrees latitude (g = 980.6199 gals.).
 DF9844
 DF9844.The modeled gravity was interpolated from observed gravity values.
 DF9844
 DF9844;                    North         East     Units Scale Factor Converg.
 DF9844;SPC WI S     -    97,973.356   756,984.564   MT  0.99997595   +1 19 12.4
 DF9844;SPC WI S     -   321,434.25  2,483,540.19   sFT  0.99997595   +1 19 12.4
 DF9844;UTM  16      - 4,746,458.885   411,881.855   MT  0.99969552   -0 44 02.0
 DF9844
 DF9844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9844!SPC WI S     -   0.99996820  x   0.99997595  =   0.99994415
 DF9844!UTM  16      -   0.99996820  x   0.99969552  =   0.99966373
 DF9844
 DF9844                          SUPERSEDED SURVEY CONTROL
 DF9844
 DF9844  NAVD 88 (04/02/04)  237.48   (m)          779.1    (f) LEVELING    3  
 DF9844
 DF9844.Superseded values are not recommended for survey control.
 DF9844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9844.See file dsdata.txt to determine how the superseded data were derived.
 DF9844
 DF9844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1188246459(NAD 83)
 DF9844_MARKER: DD = SURVEY DISK
 DF9844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9844_STAMPING: MUSKEGO E GPS 2002
 DF9844_MARK LOGO: WIDT  
 DF9844_PROJECTION: FLUSH
 DF9844_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9844_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9844+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2006
 DF9844
 DF9844  HISTORY     - Date     Condition        Report By
 DF9844  HISTORY     - 2001     MONUMENTED       WIDT
 DF9844  HISTORY     - 20060824 GOOD             USPSQD
 DF9844
 DF9844                          STATION DESCRIPTION
 DF9844
 DF9844'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9844'THE STATION IS LOCATED ABOUT 25 KM SOUTHWEST OF MILWAUKEE, 8 KM
 DF9844'NORTHEAST OF WIND LAKE AND 7 KM SOUTHEAST OF MUSKEGO.
 DF9844'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION. TO REACH THE
 DF9844'STATION FROM THE SOUTHERN JUNCTION OF US HIGHWAY 45 WITH STATE
 DF9844'HIGHWAY 36 ABOUT 8 KM SOUTH OF HALES CORNERS, GO SOUTHWEST ON STATE
 DF9844'HIGHWAY 36 FOR 0.6 KM TO THE STATION ON THE LEFT. THE STATION IS A
 DF9844'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF9844'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO
 DF9844'A DEPTH OF 2.4 M AND ABOUT LEVEL WITH THE HIGHWAY PAVEMENT. THE
 DF9844'STATION IS 13.2 M SOUTH-SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND
 DF9844'LANES OF STATE HIGHWAY 36, 0.2 KM NORTHEAST OF THE CENTERLINE OF
 DF9844'CHAMPIONS DRIVE, 61.7 M NORTHEAST OF WOOD POST FOR A --REDUCE SPEED
 DF9844'AHEAD 45 MPH-- SIGN, 37.2 M EAST-NORTHEAST OF THE CENTERLINE OF
 DF9844'LOOMIS DRIVE, AND 27.4 M NORTH OF A TELEPHONE PEDESTAL.
 DF9844'---NOTE---THE STATION IS NORTHWEST, SOUTH AND EAST OF A WHITE PLASTIC
 DF9844'WITNESS POST.  ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF9844'EXTENDING HIGHER THAN 10 DEGREES ABOVE THE HORIZON.
 DF9844
 DF9844                          STATION RECOVERY (2006)
 DF9844
 DF9844'RECOVERY NOTE BY US POWER SQUADRON 2006 (CGK)
 DF9844'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4928 ***********************************************************************
 DG4928  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4928  DESIGNATION -  MUSKEGO GPS
 DG4928  PID         -  DG4928
 DG4928  STATE/COUNTY-  WI/WAUKESHA
 DG4928  USGS QUAD   -  HALES CORNERS (1994)
 DG4928
 DG4928                         *CURRENT SURVEY CONTROL
 DG4928  ___________________________________________________________________
 DG4928* NAD 83(1997)-  42 55 18.43538(N)    088 06 36.56785(W)     ADJUSTED  
 DG4928* NAVD 88     -       249.54   (meters)     818.7    (feet)  GPS OBS   
 DG4928  ___________________________________________________________________
 DG4928  X           -     154,272.090 (meters)                     COMP
 DG4928  Y           -  -4,675,487.523 (meters)                     COMP
 DG4928  Z           -   4,321,289.445 (meters)                     COMP
 DG4928  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 DG4928  ELLIP HEIGHT-         214.82  (meters)          (04/02/04) GPS OBS
 DG4928  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 DG4928
 DG4928  HORZ ORDER  -  FIRST
 DG4928  ELLP ORDER  -  FOURTH    CLASS I
 DG4928
 DG4928.The horizontal coordinates were established by GPS observations
 DG4928.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DG4928
 DG4928.The orthometric height was determined by GPS observations and a
 DG4928.high-resolution geoid model using precise GPS observation and
 DG4928.processing techniques.
 DG4928
 DG4928.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4928
 DG4928.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4928
 DG4928.The ellipsoidal height was determined by GPS observations
 DG4928.and is referenced to NAD 83.
 DG4928
 DG4928.The geoid height was determined by GEOID03.
 DG4928
 DG4928;                    North         East     Units Scale Factor Converg.
 DG4928;SPC WI S     -   104,150.374   754,276.631   MT  0.99996734   +1 17 54.7
 DG4928;SPC WI S     -   341,700.02  2,474,655.91   sFT  0.99996734   +1 17 54.7
 DG4928;UTM  16      - 4,752,727.289   409,397.765   MT  0.99970099   -0 45 21.8
 DG4928
 DG4928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4928!SPC WI S     -   0.99996631  x   0.99996734  =   0.99993365
 DG4928!UTM  16      -   0.99996631  x   0.99970099  =   0.99966731
 DG4928
 DG4928                          SUPERSEDED SURVEY CONTROL
 DG4928
 DG4928.No superseded survey control is available for this station.
 DG4928
 DG4928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0939852727(NAD 83)
 DG4928_MARKER: DD = SURVEY DISK
 DG4928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4928_STAMPING: MUSKEGO GPS 2002
 DG4928_MARK LOGO: WIDT  
 DG4928_PROJECTION: FLUSH
 DG4928_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4928+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4928
 DG4928  HISTORY     - Date     Condition        Report By
 DG4928  HISTORY     - 2001     MONUMENTED       WIDT
 DG4928
 DG4928                          STATION DESCRIPTION
 DG4928
 DG4928'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DG4928'THE STATION IS LOCATED ABOUT 22 KM SOUTHWEST OF MILWAUKEE, 14 KM
 DG4928'SOUTHEAST OF WAUKESHA AND 6 KM SOUTH OF NEW BERLIN.  OWNERSHIP--
 DG4928'WAUKESHA COUNTY.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 DG4928'HIGHWAY 43 WITH COUNTY HIGHWAY O (MOORLAND ROAD) ABOUT 2 KM SOUTH OF
 DG4928'THE VILLAGE OF NEW BERLIN, GO SOUTH ON COUNTY HIGHWAY O (MOORLAND
 DG4928'ROAD)FOR 2.6 KM TO COUNTY HIGHWAY HH (COLLEGE AVENUE), CONTINUE SOUTH
 DG4928'ON COUNTY HIGHWAY O (MOORLAND ROAD) FOR 1.0 KM TO THE STATION ON THE
 DG4928'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DG4928'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DG4928'CONCRETE POST SET TO THE DEPTH OF 2.4 M AND ABOUT 1 M BELOW THE
 DG4928'HIGHWAY PAVEMENT.  THE STATION IS 20.2 M EAST OF THE CENTERLINE OF
 DG4928'COUNTY HIGHWAY O (MOORLAND ROAD), 0.3 KM NORTH OF COUNTY HIGHWAY L
 DG4928'(JANESVILLE ROAD), 140 M NORTH OF THE CENTER OF A FIELD ENTRANCE, AND
 DG4928'1.2 M WEST OF A WIRE FENCE.  ---NOTE---THE STATION IS NORTHEAST,
 DG4928'SOUTHEAST AND WEST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DG4928'---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 DG4928'THAN 15 DEGREES ABOVE THE HORIZON.
 DG4928' 
 DG4928'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9847 ***********************************************************************
 DF9847  DESIGNATION -  MUSKEGO S GPS
 DF9847  PID         -  DF9847
 DF9847  STATE/COUNTY-  WI/WAUKESHA
 DF9847  USGS QUAD   -  WATERFORD (1994)
 DF9847
 DF9847                         *CURRENT SURVEY CONTROL
 DF9847  ___________________________________________________________________
 DF9847* NAD 83(1997)-  42 50 40.58757(N)    088 08 09.17596(W)     ADJUSTED  
 DF9847* NAVD 88     -       235.402  (meters)     772.31   (feet)  ADJUSTED  
 DF9847  ___________________________________________________________________
 DF9847  X           -     152,362.357 (meters)                     COMP
 DF9847  Y           -  -4,681,377.772 (meters)                     COMP
 DF9847  Z           -   4,314,997.191 (meters)                     COMP
 DF9847  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 DF9847  ELLIP HEIGHT-         200.79  (meters)          (04/02/04) GPS OBS
 DF9847  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 DF9847  DYNAMIC HT  -         235.335 (meters)     772.09  (feet)  COMP
 DF9847  MODELED GRAV-     980,333.7   (mgal)                       NAVD 88
 DF9847
 DF9847  HORZ ORDER  -  FIRST
 DF9847  VERT ORDER  -  SECOND    CLASS I
 DF9847  ELLP ORDER  -  FOURTH    CLASS I
 DF9847
 DF9847.The horizontal coordinates were established by GPS observations
 DF9847.and adjusted by the WI DEPT OF TRANSP in April 2004..
 DF9847
 DF9847.The orthometric height was determined by differential leveling
 DF9847.and adjusted by the National Geodetic Survey in February 2004..
 DF9847
 DF9847.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9847
 DF9847.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9847
 DF9847.The ellipsoidal height was determined by GPS observations
 DF9847.and is referenced to NAD 83.
 DF9847
 DF9847.The geoid height was determined by GEOID03.
 DF9847
 DF9847.The dynamic height is computed by dividing the NAVD 88
 DF9847.geopotential number by the normal gravity value computed on the
 DF9847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9847.degrees latitude (g = 980.6199 gals.).
 DF9847
 DF9847.The modeled gravity was interpolated from observed gravity values.
 DF9847
 DF9847;                    North         East     Units Scale Factor Converg.
 DF9847;SPC WI S     -    95,531.520   752,368.623   MT  0.99997942   +1 16 51.0
 DF9847;SPC WI S     -   313,423.00  2,468,396.06   sFT  0.99997942   +1 16 51.0
 DF9847;UTM  16      - 4,744,184.662   407,182.677   MT  0.99970599   -0 46 20.9
 DF9847
 DF9847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9847!SPC WI S     -   0.99996851  x   0.99997942  =   0.99994793
 DF9847!UTM  16      -   0.99996851  x   0.99970599  =   0.99967451
 DF9847
 DF9847                          SUPERSEDED SURVEY CONTROL
 DF9847
 DF9847  NAVD 88 (04/02/04)  235.40   (m)          772.3    (f) LEVELING    3  
 DF9847
 DF9847.Superseded values are not recommended for survey control.
 DF9847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9847.See file dsdata.txt to determine how the superseded data were derived.
 DF9847
 DF9847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0718344185(NAD 83)
 DF9847_MARKER: DD = SURVEY DISK
 DF9847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9847_STAMPING: MUSKEGO S GPS 2002
 DF9847_MARK LOGO: WIDT  
 DF9847_PROJECTION: FLUSH
 DF9847_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF9847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9847+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9847
 DF9847  HISTORY     - Date     Condition        Report By
 DF9847  HISTORY     - 2001     MONUMENTED       WIDT
 DF9847
 DF9847                          STATION DESCRIPTION
 DF9847
 DF9847'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF9847'THE STATION IS LOCATED ABOUT 32 KM NORTHWEST OF RACINE, 16 KM EAST OF
 DF9847'MUKWONAGO AND 2 KM NORTHEAST OF WIND LAKE. OWNERSHIP--WISCONSIN
 DF9847'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE SOUTH
 DF9847'JUNCTION OF US HIGHWAY 45 SOUTH WITH STATE HIGHWAY 36 ABOUT 8 KM
 DF9847'SOUTH OF HALES CORNERS, GO SOUTHWEST ON STATE HIGHWAY 36 FOR 4.1 KM
 DF9847'TO THE WEST JUNCTION OF COUNTY HIGHWAY G (LOOMIS DRIVE), CONTINUE
 DF9847'SOUTHWEST ON STATE HIGHWAY 36 FOR 1.7 KM TO THE STATION ON THE RIGHT.
 DF9847' THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF9847'GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DF9847'DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND ABOUT LEVEL WITH
 DF9847'THE HIGHWAY PAVEMENT.  THE STATION IS 10.0 M NORTHWEST OF THE
 DF9847'CENTERLINE OF SOUTHBOUND LANES OF STATE HIGHWAY 36, 2.0 KM NORTHEAST
 DF9847'OF COUNTY HIGHWAY Y, 87.6 M NORTHEAST OF WOOD POST FOR --ADOPT A
 DF9847'HIGHWAY-- SIGN, 19 M SOUTH-SOUTHWEST OF WOOD POST FOR A --ONE WAY--
 DF9847'SIGN, AND 13 M SOUTHEAST OF EDGE OF CULTIVATED FIELD.  ---NOTE---THE
 DF9847'STATION IS NORTH-NORTHWEST, SOUTH AND EAST OF AN ORANGE 4X4 WITNESS
 DF9847'POST.  ---NOTE2---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DF9847'HIGHER THAN 17 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0742 ***********************************************************************
 QM0742  DESIGNATION -  MUSKELLUNGE LOT D USGS 1940
 QM0742  PID         -  QM0742
 QM0742  STATE/COUNTY-  WI/VILAS
 QM0742  USGS QUAD   -  SAYNER (1982)
 QM0742
 QM0742                         *CURRENT SURVEY CONTROL
 QM0742  ___________________________________________________________________
 QM0742* NAD 83(1991)-  45 59 28.10302(N)    089 35 57.92192(W)     ADJUSTED  
 QM0742* NAVD 88     -       555.     (meters)    1821.     (feet)  SCALED    
 QM0742  ___________________________________________________________________
 QM0742  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 QM0742  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 QM0742
 QM0742  HORZ ORDER  -  THIRD
 QM0742
 QM0742.The horizontal coordinates were established by classical geodetic methods
 QM0742.and adjusted by the National Geodetic Survey in November 1991..
 QM0742
 QM0742.The orthometric height was scaled from a topographic map.
 QM0742
 QM0742.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0742
 QM0742.The geoid height was determined by GEOID03.
 QM0742
 QM0742;                    North         East     Units Scale Factor Converg.
 QM0742;SPC WI N     -    91,713.319   631,033.306   MT  0.99995008   +0 17 20.3
 QM0742;SPC WI N     -   300,896.11  2,070,315.10   sFT  0.99995008   +0 17 20.3
 QM0742;UTM  16      - 5,096,348.577   298,690.859   MT  1.00009822   -1 52 12.8
 QM0742
 QM0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0742!SPC WI N     -   0.99991790  x   0.99995008  =   0.99986798
 QM0742!UTM  16      -   0.99991790  x   1.00009822  =   1.00001611
 QM0742
 QM0742                          SUPERSEDED SURVEY CONTROL
 QM0742
 QM0742  NAD 83(1986)-  45 59 28.09878(N)    089 35 57.91713(W) AD(       ) 4
 QM0742  NAD 27      -  45 59 28.27600(N)    089 35 57.39100(W) AD(       ) 3
 QM0742
 QM0742.Superseded values are not recommended for survey control.
 QM0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0742.See file dsdata.txt to determine how the superseded data were derived.
 QM0742
 QM0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR9869196349(NAD 83)
 QM0742_MARKER: DD = SURVEY DISK
 QM0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0742_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QM0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0742+STABILITY: SURFACE MOTION
 QM0742_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0742+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2005
 QM0742
 QM0742  HISTORY     - Date     Condition        Report By
 QM0742  HISTORY     - 1940     MONUMENTED       USGS
 QM0742  HISTORY     - 1952     GOOD             CGS
 QM0742  HISTORY     - 20021203 GOOD             USPSQD
 QM0742  HISTORY     - 20050921 GOOD             WIDT
 QM0742
 QM0742                          STATION DESCRIPTION
 QM0742
 QM0742'DESCRIBED BY US GEOLOGICAL SURVEY 1940 (KBJ)
 QM0742'STATION IS THE FINIAL AT THE CENTER OF THE ROOF OF A FOREST
 QM0742'SERVICE LOOKOUT TOWER LOCATED ABOUT 4 MILES WEST OF SAYNER IN
 QM0742'THE NORTHERN HIGHLAND STATE FOREST.  THE STATION WAS NOT
 QM0742'VISITED.
 QM0742
 QM0742                          STATION RECOVERY (1952)
 QM0742
 QM0742'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QM0742'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF WOODRUFF,
 QM0742'7 MILES SOUTHWEST OF STAR LAKE AND AT THE MUSKY LOOKOUT TOWER.
 QM0742'
 QM0742'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51
 QM0742'AND COUNTY HIGHWAY N, WHICH IS ABOUT 8.5 MILES NORTH OF
 QM0742'WOODRUFF, GO EASTERLY ON COUNTY HIGHWAY N FOR 1.6 MILES TO
 QM0742'THE JUNCTION WITH COUNTY HIGHWAY M.  CONTINUE EASTERLY ON
 QM0742'COUNTY HIGHWAY N FOR 3.3 MILES TO A SIDE ROAD RIGHT, TURN
 QM0742'RIGHT, SOUTH FOR 0.8 MILE TO A SIDE ROAD LEFT, TURN LEFT
 QM0742'FOR 0.1 MILE TO A CABIN AND END OF TRUCK TRAVEL.  FROM HERE
 QM0742'WALK UP STEEP TRAIL ABOUT 150 YARDS TO THE STATION.
 QM0742'
 QM0742'A U.S. GEOLOGICAL SURVEY BENCH MARK WHICH IS STAMPED MUSKELLUNGE
 QM0742'TOWER D 1934, IS IN A 6X6 INCH SQUARE CONCRETE POST THAT
 QM0742'PROJECTS 3 INCHES.  IT IS SET DIRECTLY UNDER THE CENTER OF THE
 QM0742'MUSKY LOOKOUT TOWER.
 QM0742'
 QM0742'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 QM0742'MUSKY AND THE DISTANCE IS 45.88 FEET (13.985 METERS).
 QM0742
 QM0742                          STATION RECOVERY (2002)
 QM0742
 QM0742'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 QM0742'RECOVERED IN GOOD CONDITION.  THE LOOKOUT TOWER IS STILL STANDING AND
 QM0742'STILL USED.
 QM0742
 QM0742                          STATION RECOVERY (2005)
 QM0742
 QM0742'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0742'RECOVERED IN GOOD CONDITION. -ADD-THE STATION IS 0.3 M EAST OF AN
 QM0742'ORANGE FIBERGLASS WITNESS POST. -NOTE-THE BRASS DISK HAS A COUPLE OF
 QM0742'CHIPS OUT OF IT, BUT IS STILL IN STABLE CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0741 ***********************************************************************
 QM0741  DESIGNATION -  MUSKY
 QM0741  PID         -  QM0741
 QM0741  STATE/COUNTY-  WI/VILAS
 QM0741  USGS QUAD   -  SAYNER (1982)
 QM0741
 QM0741                         *CURRENT SURVEY CONTROL
 QM0741  ___________________________________________________________________
 QM0741* NAD 83(1991)-  45 59 28.49303(N)    089 35 57.59141(W)     ADJUSTED  
 QM0741* NAVD 88     -       555.     (meters)    1821.     (feet)  SCALED    
 QM0741  ___________________________________________________________________
 QM0741  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 QM0741  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 QM0741
 QM0741  HORZ ORDER  -  SECOND
 QM0741
 QM0741.The horizontal coordinates were established by classical geodetic methods
 QM0741.and adjusted by the National Geodetic Survey in November 1991..
 QM0741
 QM0741.The orthometric height was scaled from a topographic map.
 QM0741
 QM0741.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0741
 QM0741.The geoid height was determined by GEOID03.
 QM0741
 QM0741;                    North         East     Units Scale Factor Converg.
 QM0741;SPC WI N     -    91,725.396   631,040.358   MT  0.99995007   +0 17 20.5
 QM0741;SPC WI N     -   300,935.74  2,070,338.24   sFT  0.99995007   +0 17 20.5
 QM0741;UTM  16      - 5,096,360.381   298,698.362   MT  1.00009818   -1 52 12.5
 QM0741
 QM0741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0741!SPC WI N     -   0.99991790  x   0.99995007  =   0.99986797
 QM0741!UTM  16      -   0.99991790  x   1.00009818  =   1.00001607
 QM0741
 QM0741|---------------------------------------------------------------------|
 QM0741| PID    Reference Object                     Distance      Geod. Az  |
 QM0741|                                                           dddmmss.s |
 QM0741| QM0742 MUSKELLUNGE LOT D USGS 1940          13.986 METERS 21034     |
 QM0741| CJ5793 MUSKY RM 1                           13.803 METERS 31215     |
 QM0741| CJ5792 MUSKY AZ MK                                        3283929.6 |
 QM0741|---------------------------------------------------------------------|
 QM0741
 QM0741                          SUPERSEDED SURVEY CONTROL
 QM0741
 QM0741  NAD 83(1986)-  45 59 28.48893(N)    089 35 57.58697(W) AD(       ) 2
 QM0741  NAD 27      -  45 59 28.66600(N)    089 35 57.06100(W) AD(       ) 2
 QM0741
 QM0741.Superseded values are not recommended for survey control.
 QM0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0741.See file dsdata.txt to determine how the superseded data were derived.
 QM0741
 QM0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR9869896360(NAD 83)
 QM0741_MARKER: DS = TRIANGULATION STATION DISK
 QM0741_SETTING: 0 = UNSPECIFIED SETTING
 QM0741
 QM0741  HISTORY     - Date     Condition        Report By
 QM0741  HISTORY     - 1952     MONUMENTED       CGS
 QM0741  HISTORY     - 1964     MARK NOT FOUND   USGS
 QM0741  HISTORY     - 1965     SEE DESCRIPTION  CGS
 QM0741  HISTORY     - 20021203 GOOD             USPSQD
 QM0741
 QM0741                          STATION DESCRIPTION
 QM0741
 QM0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 QM0741'THE STATION IS ABOUT 8-1/2 MILES NORTHEAST OF WOODRUFF,
 QM0741'8.0 MILES NORTHEAST OF MINOCQUA AND ABOUT 7.0 MILES SOUTHWEST
 QM0741'OF STAR LAKE ON THE APPROXIMATE HIGHEST POINT OF A SMALL ROUND
 QM0741'TOPPED HILL NEAR THE SITE OF THE MUSKELLUNGE LOOKOUT TOWER.
 QM0741'
 QM0741'TO REACH THE STATION FROM THE RAILROAD STATION IN WOODRUFF,
 QM0741'GO NORTH ON U.S. HIGHWAY 51 FOR 5.85 MILES TO JUNCTION WITH
 QM0741'COUNTY M, TURN RIGHT ON COUNTY M AND GO NORTHEAST FOR 2.6
 QM0741'MILES TO CROSSROAD (JUNCTION WITH COUNTY N), TURN RIGHT ON
 QM0741'COUNTY N AND GO EAST FOR 2.55 TO THE AZIMUTH MARK ON THE RIGHT
 QM0741'AS DESCRIBED BELOW, CONTINUE EAST ON COUNTY N FOR 0.65 MILE
 QM0741'TO SAND ROAD RIGHT, TURN RIGHT ON SAND ROAD AND GO SOUTH FOR
 QM0741'0.8 MILE TO A SIDE ROAD LEFT UP HILL, TURN LEFT UP HILL FOR
 QM0741'0.05 MILE TO RANGERS CABIN AND END OF TRUCK TRAVEL.  PACK
 QM0741'NORTHEAST UP HILL TO SUMMIT AND STATION ABOUT 200 FEET.
 QM0741'
 QM0741'THE STATION MARK, STAMPED MUSKY 1952 IS A STANDARD DISK
 QM0741'SET IN A CONCRETE FILLED 4 INCH SEWER PIPE PROJECTING ABOUT
 QM0741'4 INCHES, 46 FEET NORTHEAST OF THE CENTER OF THE MUSKELLUNGE
 QM0741'LOOKOUT TOWER AND 5 FEET SOUTHEAST OF A WHITE WITNESS POST.
 QM0741'
 QM0741'REFERENCE MARK NO. 1, STAMPED MUSKY NO 1 1952, IS A STANDARD
 QM0741'DISK SET IN THE TOP OF A CONCRETE FILLED 4 INCH SEWER PIPE
 QM0741'PROJECTING ABOUT 4 INCHES, SET ON THE SOUTHWEST SLOPE OF THE
 QM0741'HILL AND ABOUT 5 FEET LOWER IN ELEVATION THAN STATION
 QM0741'MARK.
 QM0741'
 QM0741'U.S. GEOLOGICAL SURVEY BENCH MARK WAS USED AS A REFERENCE
 QM0741'MARK.  IT IS SET IN AN 8 X 8 INCH CONCRETE POST PROJECTING
 QM0741'ABOUT 1 INCH AND IN THE APPROXIMATE CENTER OF THE BASE OF
 QM0741'THE MUSKELLUNGE LOOKOUT TOWER.  IT IS STAMPED MUSKELLUNGE
 QM0741'TOWER D 1954.
 QM0741'
 QM0741'THE AZIMUTH MARK, STAMPED MUSKY 1952, IS A STANDARD DISK
 QM0741'SET IN A 12 X 12 INCH SQUARE CONCRETE BLOCK THAT PROJECTS
 QM0741'ABOUT 5 INCHES.  IT IS 55 FEET SOUTH OF THE CENTER OF COUNTY
 QM0741'N, 18 FEET SOUTH OF THE CENTER OF SAND ROAD BETWEEN LAKE AND
 QM0741'COUNTY N, 10 FEET NORTH OF THE NORTH EDGE OF CRYSTAL LAKE
 QM0741'AND 3 FEET WEST OF A WHITE WITNESS POST.
 QM0741'
 QM0741'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 QM0741
 QM0741                          STATION RECOVERY (1964)
 QM0741
 QM0741'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 QM0741'STATION AND R.M. SEARCHED FOR AND NOT FOUND.
 QM0741'
 QM0741'A NEW SKI LIFT HAS BEEN BUILT.
 QM0741
 QM0741                          STATION RECOVERY (1965)
 QM0741
 QM0741'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 QM0741'THE SURFACE STATION MARK WAS FOUND TO BE DESTROYED.  THE
 QM0741'UNDERGROUND MARK, R.M. NO. 1, U.S.G.S. MARK AND THE AZIMUTH
 QM0741'MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 QM0741'THE SURFACE STATION MARK WAS RESET BY PLUMBING OVER THE
 QM0741'UNDERGROUND MARK AND THE DATE 1965 WAS ADDED TO THE ORIGINAL
 QM0741'STAMPING.
 QM0741'
 QM0741'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 QM0741'FOR RECOVERY.
 QM0741'
 QM0741'A SKI LIFT HAS BEEN BUILT TO CARRY SKIERS TO THE TOP OF THE
 QM0741'HILL AND THE LIFT TERMINATES NEAR THE STATION.
 QM0741
 QM0741                          STATION RECOVERY (2002)
 QM0741
 QM0741'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 QM0741'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0122 ***********************************************************************
 OM0122  SACS        -  This is a Secondary Airport Control Station.
 OM0122  DESIGNATION -  MWC AP STA A
 OM0122  PID         -  OM0122
 OM0122  STATE/COUNTY-  WI/MILWAUKEE
 OM0122  USGS QUAD   -  WAUWATOSA (1994)
 OM0122
 OM0122                         *CURRENT SURVEY CONTROL
 OM0122  ___________________________________________________________________
 OM0122* NAD 83(1997)-  43 06 22.71693(N)    088 01 49.27544(W)     ADJUSTED  
 OM0122* NAVD 88     -       225.806  (meters)     740.83   (feet)  ADJUSTED  
 OM0122  ___________________________________________________________________
 OM0122  X           -     160,302.860 (meters)                     COMP
 OM0122  Y           -  -4,661,274.331 (meters)                     COMP
 OM0122  Z           -   4,336,262.278 (meters)                     COMP
 OM0122  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 OM0122  ELLIP HEIGHT-         190.84  (meters)          (05/03/99) GPS OBS
 OM0122  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 OM0122  DYNAMIC HT  -         225.748 (meters)     740.64  (feet)  COMP
 OM0122  MODELED GRAV-     980,356.4   (mgal)                       NAVD 88
 OM0122
 OM0122  HORZ ORDER  -  FIRST
 OM0122  VERT ORDER  -  SECOND    CLASS 0
 OM0122  ELLP ORDER  -  FOURTH    CLASS II
 OM0122
 OM0122.This mark is at Lawrence J Timmerman Airport (MWC)
 OM0122
 OM0122.The horizontal coordinates were established by GPS observations
 OM0122.and adjusted by the National Geodetic Survey in May 1999..
 OM0122.No horizontal observational check was made to the station.
 OM0122
 OM0122.The orthometric height was determined by differential leveling
 OM0122.and adjusted by the National Geodetic Survey in June 1991..
 OM0122
 OM0122.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM0122
 OM0122.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0122
 OM0122.The ellipsoidal height was determined by GPS observations
 OM0122.and is referenced to NAD 83.
 OM0122
 OM0122.The geoid height was determined by GEOID03.
 OM0122
 OM0122.The dynamic height is computed by dividing the NAVD 88
 OM0122.geopotential number by the normal gravity value computed on the
 OM0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0122.degrees latitude (g = 980.6199 gals.).
 OM0122
 OM0122.The modeled gravity was interpolated from observed gravity values.
 OM0122
 OM0122;                    North         East     Units Scale Factor Converg.
 OM0122;SPC WI S     -   124,793.687   760,306.039   MT  0.99994573   +1 21 12.1
 OM0122;SPC WI S     -   409,427.29  2,494,437.40   sFT  0.99994573   +1 21 12.1
 OM0122;UTM  16      - 4,773,135.642   416,162.148   MT  0.99968646   -0 42 14.9
 OM0122
 OM0122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0122!SPC WI S     -   0.99997007  x   0.99994573  =   0.99991580
 OM0122!UTM  16      -   0.99997007  x   0.99968646  =   0.99965654
 OM0122
 OM0122                          SUPERSEDED SURVEY CONTROL
 OM0122
 OM0122  NAD 83(1991)-  43 06 22.71641(N)    088 01 49.27343(W) AD(       ) 1
 OM0122  ELLIP H (06/29/94)  190.93   (m)                       GP(       ) 4 2
 OM0122  NGVD 29 (??/??/92)  225.891  (m)          741.11   (f) ADJ UNCH    2 0
 OM0122
 OM0122.Superseded values are not recommended for survey control.
 OM0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0122.See file dsdata.txt to determine how the superseded data were derived.
 OM0122
 OM0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1616273136(NAD 83)
 OM0122_MARKER: DT = TOPOGRAPHIC STATION DISK
 OM0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0122_SP_SET: CONCRETE POST
 OM0122_STAMPING: AP 1966 STA A
 OM0122_MARK LOGO: CGS   
 OM0122_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OM0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0122+STABILITY: SURFACE MOTION
 OM0122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0122+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2004
 OM0122
 OM0122  HISTORY     - Date     Condition        Report By
 OM0122  HISTORY     - 1966     MONUMENTED       CGS
 OM0122  HISTORY     - 1966     GOOD             NGS
 OM0122  HISTORY     - 1971     GOOD             NGS
 OM0122  HISTORY     - 1978     GOOD             NGS
 OM0122  HISTORY     - 19820807 GOOD             NGS
 OM0122  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 OM0122  HISTORY     - 19930512 GOOD
 OM0122  HISTORY     - 20010725 MARK NOT FOUND   USPSQD
 OM0122  HISTORY     - 20010911 GOOD             NGS
 OM0122  HISTORY     - 20010922 GOOD             JCLS
 OM0122  HISTORY     - 20020614 GOOD             JCLS
 OM0122  HISTORY     - 20040424 GOOD             JCLS
 OM0122  HISTORY     - 20040426 GOOD             JCLS
 OM0122
 OM0122                          STATION DESCRIPTION
 OM0122
 OM0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OM0122'1 MI E FROM BUTLER.
 OM0122'LOCATED AT TIMMERMAN AIRPORT, 137.5 FEET SOUTHWEST OF THE CENTER
 OM0122'LINE AT THE END OF RUNWAY 13 AND SET IN THE TOP OF A CONCRETE
 OM0122'POST FLUSH WITH THE GROUND.
 OM0122
 OM0122                          STATION RECOVERY (1971)
 OM0122
 OM0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 OM0122'RECOVERED IN GOOD CONDITION.
 OM0122
 OM0122                          STATION RECOVERY (1978)
 OM0122
 OM0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 OM0122'LOCATED ON THE LAWRENCE J TIMMERMAN AIRPORT IN MILWAUKEE, WISCONSIN.
 OM0122'AIRPORT IS LOCATED SOUTH OF THE JUNCTIONS OF US HIGHWAYS 45 AND 41
 OM0122'SOUTH OF SILVER SPRINGS DR AND WEST OF SWAN RD (91ST ST).  STATION IS
 OM0122'LOCATED IN THE SOUTHEAST SECTION OF THE AIRPORT SOUTHWEST OF RUNWAY
 OM0122'END 33R.
 OM0122'TO REACH FROM THE NORTH GENERAL AVIATION RAMP DRIVE EAST ON THE RAMP
 OM0122'TO THE TAXIWAY CONNECTING TO RUNWAY END 22R, TAKE TAXIWAY CROSSING
 OM0122'RUNWAY 22R, UNPAVED RUNWAY 22L CONTINUING AS TAXIWAY TURNS SOUTHWEST
 OM0122'THEN SOUTH, PAST THE CONTROL TOWER THEN SOUTH TO RUNWAY END 33R.
 OM0122'CROSS RUNWAY 33R TO STATION ON LINE WITH END OF RUNWAY IN GRASS ON
 OM0122'WEST SIDE OF RUNWAY 100 FT (30.5 M) FROM RUNWAY EDGE.
 OM0122
 OM0122                          STATION RECOVERY (1982)
 OM0122
 OM0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OM0122'THE STATION IS LOCATED 137.5 FT (41.9 M) SOUTHWEST OF THE CENTERLINE
 OM0122'END OF RUNWAY END 33.  A STANDARD TOPOGRAPHIC DISK STAMPED---AP 1966
 OM0122'STA A---, SET IN THE TOP OF A 10 INCH CONCRETE POST FLUSH WITH THE
 OM0122'GROUND.
 OM0122
 OM0122                          STATION RECOVERY (1990)
 OM0122
 OM0122'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCB)
 OM0122'MARK NOT FOUND.
 OM0122
 OM0122                          STATION RECOVERY (1993)
 OM0122
 OM0122'RECOVERED 1993
 OM0122'RECOVERED IN GOOD CONDITION.
 OM0122
 OM0122                          STATION RECOVERY (2001)
 OM0122
 OM0122'RECOVERY NOTE BY US POWER SQUADRON 2001
 OM0122'RUNWAY 13 HAS BEEN REMOVED AND NO LONGER EXISTS.
 OM0122
 OM0122                          STATION RECOVERY (2001)
 OM0122
 OM0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (JBW)
 OM0122'RECOVERED AS DESCRIBED.
 OM0122
 OM0122                          STATION RECOVERY (2001)
 OM0122
 OM0122'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (MRY)
 OM0122'RECOVERED AS DESCRIBED
 OM0122
 OM0122                          STATION RECOVERY (2002)
 OM0122
 OM0122'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 OM0122'RECOVERED IN GOOD CONDITION.
 OM0122
 OM0122                          STATION RECOVERY (2004)
 OM0122
 OM0122'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 OM0122'RECOVERED IN GOOD CONDITION.
 OM0122
 OM0122                          STATION RECOVERY (2004)
 OM0122
 OM0122'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 OM0122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1394 ***********************************************************************
 OM1394  SACS        -  This is a Secondary Airport Control Station.
 OM1394  DESIGNATION -  MWC AP STA B
 OM1394  PID         -  OM1394
 OM1394  STATE/COUNTY-  WI/MILWAUKEE
 OM1394  USGS QUAD   -  WAUWATOSA (1994)
 OM1394
 OM1394                         *CURRENT SURVEY CONTROL
 OM1394  ___________________________________________________________________
 OM1394* NAD 83(1997)-  43 06 56.17374(N)    088 02 20.55172(W)     ADJUSTED  
 OM1394* NAVD 88     -       225.97   (+/-2cm)     741.4    (feet)  VERTCON   
 OM1394  ___________________________________________________________________
 OM1394  X           -     159,571.920 (meters)                     COMP
 OM1394  Y           -  -4,660,593.484 (meters)                     COMP
 OM1394  Z           -   4,337,016.137 (meters)                     COMP
 OM1394  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 OM1394  ELLIP HEIGHT-         190.99  (meters)          (05/03/99) GPS OBS
 OM1394  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 OM1394
 OM1394  HORZ ORDER  -  FIRST
 OM1394  VERT ORDER  -  THIRD ? (See Below)
 OM1394  ELLP ORDER  -  FOURTH    CLASS II
 OM1394
 OM1394.This mark is at Lawrence J Timmerman Airport (MWC)
 OM1394
 OM1394.The horizontal coordinates were established by GPS observations
 OM1394.and adjusted by the National Geodetic Survey in May 1999..
 OM1394.No horizontal observational check was made to the station.
 OM1394
 OM1394.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM1394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM1394
 OM1394.GPS derived orthometric heights for airport stations designated as
 OM1394.PACS or SACS are published to 2 decimal places.  This maintains
 OM1394.centimeter relative accuracy between the PACS and SACS.  It does
 OM1394.not indicate centimeter accuracy relative to other marks which are
 OM1394.part of the NAVD 88 network.
 OM1394.The vertical order pertains to the NGVD 29 superseded value.
 OM1394
 OM1394.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1394
 OM1394.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1394
 OM1394.The ellipsoidal height was determined by GPS observations
 OM1394.and is referenced to NAD 83.
 OM1394
 OM1394.The geoid height was determined by GEOID03.
 OM1394
 OM1394;                    North         East     Units Scale Factor Converg.
 OM1394;SPC WI S     -   125,809.147   759,574.804   MT  0.99994491   +1 20 50.6
 OM1394;SPC WI S     -   412,758.84  2,492,038.34   sFT  0.99994491   +1 20 50.6
 OM1394;UTM  16      - 4,774,176.432   415,468.021   MT  0.99968790   -0 42 36.7
 OM1394
 OM1394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1394!SPC WI S     -   0.99997005  x   0.99994491  =   0.99991496
 OM1394!UTM  16      -   0.99997005  x   0.99968790  =   0.99965796
 OM1394
 OM1394                          SUPERSEDED SURVEY CONTROL
 OM1394
 OM1394  NAD 83(1991)-  43 06 56.17320(N)    088 02 20.54978(W) AD(       ) 1
 OM1394  ELLIP H (06/29/94)  191.08   (m)                       GP(       ) 4 2
 OM1394  NGVD 29 (06/29/94)  226.05   (m)          741.6    (f) LEVELING    3  
 OM1394
 OM1394.Superseded values are not recommended for survey control.
 OM1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1394.See file dsdata.txt to determine how the superseded data were derived.
 OM1394
 OM1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1546874176(NAD 83)
 OM1394_MARKER: DT = TOPOGRAPHIC STATION DISK
 OM1394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1394_SP_SET: CONCRETE POST
 OM1394_STAMPING: AP 1966 STA B
 OM1394_MARK LOGO: CGS   
 OM1394_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OM1394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM1394+STABILITY: SURFACE MOTION
 OM1394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1394+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2004
 OM1394
 OM1394  HISTORY     - Date     Condition        Report By
 OM1394  HISTORY     - 1966     MONUMENTED       CGS
 OM1394  HISTORY     - 19820807 GOOD             NGS
 OM1394  HISTORY     - 19930512 GOOD
 OM1394  HISTORY     - 20010911 GOOD             NGS
 OM1394  HISTORY     - 20040812 GOOD             USPSQD
 OM1394
 OM1394                          STATION DESCRIPTION
 OM1394
 OM1394'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OM1394'LOCATED ON THE LAWRENCE J TIMMERMAN AIRPORT IN MILWAUKEE, WISCONSIN.
 OM1394'AIRPORT IS LOCATED SOUTH OF THE JUNCTIONS OF US HIGHWAYS 45 AND 41
 OM1394'SOUTH OF SILVER SPRINGS DR AND WEST OF SWAN RD (91ST ST).  STATION IS
 OM1394'LOCATED IN THE SOUTHEAST SECTION OF THE AIRPORT SOUTHWEST OF RUNWAY
 OM1394'END 33R.
 OM1394'TO REACH FROM THE NORTH GENERAL AVIATION RAMP DRIVE WEST TO SOUTHWEST
 OM1394'END OF AIRCRAFT PARKING.  TAKE TAXIWAY LEADING WEST TO TAXIWAY
 OM1394'RUNNING NORTHWEST-SOUTHEAST, TURN RIGHT (NORTHWEST) ONTO TAXIWAY AND
 OM1394'FOLLOW TO RUNWAY END.  CROSS RUNWAY TO STATION IN GRASS ON WEST SIDE
 OM1394'OF RUNWAY ON LINE WITH END OF PAVEMENT AND 100 FT (30.5 M) FROM
 OM1394'RUNWAY EDGE.
 OM1394
 OM1394                          STATION RECOVERY (1982)
 OM1394
 OM1394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OM1394'THE STATION IS LOCATED 137.5 FT (41.9 M) SOUTHWEST OF THE CENTERLINE
 OM1394'END OF RUNWAY END 15.  A STANDARD TOPOGRAPHIC DISK SET IN A 10 INCH
 OM1394'CONCRETE POST.  THE DISK IS STAMPED---AP 1966 STA B---, AND IS FLUSH
 OM1394'WITH THE GROUND.
 OM1394
 OM1394                          STATION RECOVERY (1993)
 OM1394
 OM1394'RECOVERED 1993
 OM1394'RECOVERED IN GOOD CONDITION.
 OM1394
 OM1394                          STATION RECOVERY (2001)
 OM1394
 OM1394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (JBW)
 OM1394'RECOVERED AS DESCRIBED.
 OM1394
 OM1394                          STATION RECOVERY (2004)
 OM1394
 OM1394'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCG)
 OM1394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1393 ***********************************************************************
 OM1393  PACS        -  This is a Primary Airport Control Station.
 OM1393  DESIGNATION -  MWC AP STA C
 OM1393  PID         -  OM1393
 OM1393  STATE/COUNTY-  WI/MILWAUKEE
 OM1393  USGS QUAD   -  WAUWATOSA (1994)
 OM1393
 OM1393                         *CURRENT SURVEY CONTROL
 OM1393  ___________________________________________________________________
 OM1393* NAD 83(1997)-  43 06 50.30318(N)    088 01 50.23440(W)     ADJUSTED  
 OM1393* NAVD 88     -       224.77   (meters)     737.4    (feet)  GPS OBS   
 OM1393  ___________________________________________________________________
 OM1393  X           -     160,261.169 (meters)                     COMP
 OM1393  Y           -  -4,660,692.861 (meters)                     COMP
 OM1393  Z           -   4,336,883.072 (meters)                     COMP
 OM1393  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 OM1393  ELLIP HEIGHT-         189.80  (meters)          (04/28/99) GPS OBS
 OM1393  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 OM1393
 OM1393  HORZ ORDER  -  A
 OM1393  ELLP ORDER  -  THIRD     CLASS I
 OM1393
 OM1393.This mark is at Lawrence J Timmerman Airport (MWC)
 OM1393
 OM1393.The horizontal coordinates were established by GPS observations
 OM1393.and adjusted by the National Geodetic Survey in April 1999..
 OM1393
 OM1393.The orthometric height was determined by GPS observations and a
 OM1393.high-resolution geoid model.
 OM1393
 OM1393.GPS derived orthometric heights for airport stations designated as
 OM1393.PACS or SACS are published to 2 decimal places.  This maintains
 OM1393.centimeter relative accuracy between the PACS and SACS.  It does
 OM1393.not indicate centimeter accuracy relative to other marks which are
 OM1393.part of the NAVD 88 network.
 OM1393
 OM1393.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1393
 OM1393.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1393
 OM1393.The ellipsoidal height was determined by GPS observations
 OM1393.and is referenced to NAD 83.
 OM1393
 OM1393.The geoid height was determined by GEOID03.
 OM1393
 OM1393;                    North         East     Units Scale Factor Converg.
 OM1393;SPC WI S     -   125,644.194   760,264.260   MT  0.99994505   +1 21 11.4
 OM1393;SPC WI S     -   412,217.66  2,494,300.33   sFT  0.99994505   +1 21 11.4
 OM1393;UTM  16      - 4,773,986.880   416,150.935   MT  0.99968649   -0 42 15.9
 OM1393
 OM1393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1393!SPC WI S     -   0.99997024  x   0.99994505  =   0.99991529
 OM1393!UTM  16      -   0.99997024  x   0.99968649  =   0.99965674
 OM1393
 OM1393                          SUPERSEDED SURVEY CONTROL
 OM1393
 OM1393  NAD 83(1991)-  43 06 50.30251(N)    088 01 50.23230(W) AD(       ) B
 OM1393  ELLIP H (06/29/94)  189.89   (m)                       GP(       ) 4 2
 OM1393  NGVD 29 (06/29/94)  224.86   (m)          737.7    (f) LEVELING    3  
 OM1393
 OM1393.Superseded values are not recommended for survey control.
 OM1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1393.See file dsdata.txt to determine how the superseded data were derived.
 OM1393
 OM1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1615173987(NAD 83)
 OM1393_MARKER: DT = TOPOGRAPHIC STATION DISK
 OM1393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1393_SP_SET: CONCRETE POST
 OM1393_STAMPING: AP 1966 STA C
 OM1393_MARK LOGO: CGS   
 OM1393_PROJECTION: FLUSH
 OM1393_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM1393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM1393+STABILITY: SURFACE MOTION
 OM1393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1393+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2004
 OM1393
 OM1393  HISTORY     - Date     Condition        Report By
 OM1393  HISTORY     - 1966     MONUMENTED       CGS
 OM1393  HISTORY     - 19820807 GOOD             NGS
 OM1393  HISTORY     - 19930512 GOOD
 OM1393  HISTORY     - 19971201 GOOD             NGS
 OM1393  HISTORY     - 20010911 GOOD             NGS
 OM1393  HISTORY     - 20040812 GOOD             USPSQD
 OM1393
 OM1393                          STATION DESCRIPTION
 OM1393
 OM1393'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OM1393'LOCATED ON THE LAWRENCE J TIMMERMAN AIRPORT IN MILWAUKEE, WISCONSIN.
 OM1393'AIRPORT IS LOCATED SOUTH OF THE JUNCTIONS OF US HIGHWAYS 45 AND 41
 OM1393'SOUTH OF SILVER SPRINGS DR AND WEST OF SWAN RD (91ST ST).  STATION IS
 OM1393'LOCATED IN THE SOUTHEAST SECTION OF THE AIRPORT SOUTHWEST OF RUNWAY
 OM1393'END 33R.
 OM1393'TO REACH FROM THE NORTH GENERAL AVIATION RAMP DRIVE EAST ON THE RAMP
 OM1393'TO THE TAXIWAY CONNECTING TO RUNWAY END 22R, CROSS RUNWAY 22R  TO
 OM1393'STATION WHICH IS ON LINE WITH THE END OF RUNWAY PAVING, ON NORTH SIDE
 OM1393'OF TAXIWAY 100 FT (30.5 M) SOUTHEAST OF NORTHEAST CORNER OF RUNWAY
 OM1393'PAVEMENT.
 OM1393
 OM1393                          STATION RECOVERY (1982)
 OM1393
 OM1393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OM1393'THE STATION IS LOCATED 137.5 FT (41.9 M) SOUTHEAST OF THE CENTERLINE
 OM1393'END OF RUNWAY END 22.  A STANDARD TOPOGRAPHIC DISK STAMPED---AP 1966
 OM1393'STA C---, SET IN THE TOP OF A 10 INCH CONCRETE POST FLUSH WITH THE
 OM1393'GROUND.
 OM1393
 OM1393                          STATION RECOVERY (1993)
 OM1393
 OM1393'RECOVERED 1993
 OM1393'RECOVERED IN GOOD CONDITION.
 OM1393
 OM1393                          STATION RECOVERY (1997)
 OM1393
 OM1393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 OM1393'NOTE--THIS IS THE PRIMARY AIRPORT CONTROL (PAC) STATION FOR THE
 OM1393'MILWAUKEE/LAWRENCE J.  TIMMERMAN FIELD (MWC) AIRPORT.  THE STATION IS
 OM1393'LOCATED IN THE NORTHWESTERN AREA OF MILWAUKEE AT THE LAWRENCE J.
 OM1393'TIMMERMAN AIRPORT, IN THE NORTHEASTERN PART OF THE AIRFIELD, SOUTHEAST
 OM1393'OF AND IN LINE WITH RUNWAY END 22, AND ACROSS THE RUNWAY END FROM THE
 OM1393'TERMINAL.  OWNERSHIP--GRAN-AIRE, INC., TIMMERMAN AIRPORT, 9305 WEST
 OM1393'APPLETON AVENUE, MILWAUKEE, WI 53225.  AIRPORT MANAGER IS JOHN LOTZER.
 OM1393'PHONE 414-461-3222.  CONTACT HIM FOR PERMISSION TO OCCUPY THIS STATION
 OM1393'AND ACCESS THROUGH THE LOCKED GATE NEAR THE TERMINAL.  ACCESS THROUGH
 OM1393'THE LOCKED GATE EAST OF THE CONTROL TOWER CAN BE OBTAINED BY
 OM1393'CONTACTING THE TOWER THROUGH VOICE BOX AT GATE.  TO REACH FROM THE
 OM1393'UNDERPASS AT THE JUNCTION OF U.S. HIGHWAY 45 AND COUNTY ROAD EE
 OM1393'(HAMPTON AVENUE) AT EXIT 46, GO EAST ON HAMPTON AVENUE FOR 2.25 KM
 OM1393'(1.40 MI) TO A PAVED CROSSROAD (NORTH 92ND STREET) .  TURN LEFT AND GO
 OM1393'NORTH ON NORTH 92ND STREET FOR 0.48 KM (0.30 MI) TO A PAVED ROAD LEFT
 OM1393'TO THE CONTROL TOWER.  TURN LEFT AND GO WEST ON THE PAVED ROAD PASSING
 OM1393'THROUGH THE LOCKED GATE FOR 0.26 KM (0.15 MI) TO A SERVICE ROAD AND
 OM1393'APRON ON THE EAST SIDE OF THE CONTROL TOWER.  TURN RIGHT AND GO NORTH
 OM1393'ACROSS THE APRON AND ALONG A TAXIWAY FOR 0.30 MI (0.48 KM) TO THE
 OM1393'STATION ON THE RIGHT JUST BEFORE REACHING RUNWAY END 22R.  THE STATION
 OM1393'IS SET IN THE TOP OF A 22 CM ROUND CONCRETE POST RECESSED 5 CM BELOW
 OM1393'THE GROUND.  IT IS, 41.9 M (137.5 FT) SOUTHEAST OF THE CENTER OF THE
 OM1393'RUNWAY END, 30.9 M (101.4 FT) SOUTHEAST OF THE EAST CORNER OF THE
 OM1393'RUNWAY END, 27.7 M (90.9 FT) SOUTHEAST OF THE SOUTHEAST 1 OF 4
 OM1393'THRESHOLD LIGHTS, 23.1 M (75.8 FT) SOUTH OF THE SOUTH CORNER OF THE
 OM1393'REIL LIGHT, 23.0 M (75.5 FT) NORTHEAST OF THE EXTENDED CENTER OF THE
 OM1393'STOP LINE, 19.7 M (64.6 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 OM1393'CONCRETE BASE AROUND A STEEL DRAIN, AND 17.8 M (58.4 FT) NORTHEAST OF
 OM1393'THE TAXIWAY CENTER.
 OM1393
 OM1393                          STATION RECOVERY (2001)
 OM1393
 OM1393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (JBW)
 OM1393'RECOVERED AS DESCRIBED.
 OM1393
 OM1393                          STATION RECOVERY (2004)
 OM1393
 OM1393'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCG)
 OM1393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0735 ***********************************************************************
 NH0735  DESIGNATION -  N
 NH0735  PID         -  NH0735
 NH0735  STATE/COUNTY-  WI/LAFAYETTE
 NH0735  USGS QUAD   -  BLANCHARDVILLE (1962)
 NH0735
 NH0735                         *CURRENT SURVEY CONTROL
 NH0735  ___________________________________________________________________
 NH0735* NAD 83(1986)-  42 48 39.     (N)    089 51 41.     (W)     SCALED    
 NH0735* NAVD 88     -       250.230  (meters)     820.96   (feet)  ADJUSTED  
 NH0735  ___________________________________________________________________
 NH0735  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 NH0735  DYNAMIC HT  -         250.154 (meters)     820.71  (feet)  COMP
 NH0735  MODELED GRAV-     980,310.8   (mgal)                       NAVD 88
 NH0735
 NH0735  VERT ORDER  -  FIRST     CLASS II
 NH0735
 NH0735.The horizontal coordinates were scaled from a topographic map and have
 NH0735.an estimated accuracy of +/- 6 seconds.
 NH0735
 NH0735.The orthometric height was determined by differential leveling
 NH0735.and adjusted by the National Geodetic Survey in June 1991..
 NH0735
 NH0735.The geoid height was determined by GEOID03.
 NH0735
 NH0735.The dynamic height is computed by dividing the NAVD 88
 NH0735.geopotential number by the normal gravity value computed on the
 NH0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0735.degrees latitude (g = 980.6199 gals.).
 NH0735
 NH0735.The modeled gravity was interpolated from observed gravity values.
 NH0735
 NH0735;                    North         East    Units  Estimated Accuracy
 NH0735;SPC WI S     -    90,090.      611,340.      MT  (+/- 180 meters Scaled)
 NH0735
 NH0735                          SUPERSEDED SURVEY CONTROL
 NH0735
 NH0735  NGVD 29 (??/??/92)  250.320  (m)          821.26   (f) ADJ UNCH    1 2
 NH0735
 NH0735.Superseded values are not recommended for survey control.
 NH0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0735.See file dsdata.txt to determine how the superseded data were derived.
 NH0735
 NH0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN660437(NAD 83)
 NH0735_MARKER: DB = BENCH MARK DISK
 NH0735_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0735_SP_SET: BUILDING
 NH0735_STAMPING: ELEV 821.258 FT
 NH0735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0735_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NH0735+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2006
 NH0735
 NH0735  HISTORY     - Date     Condition        Report By
 NH0735  HISTORY     - UNK      MONUMENTED       CGS
 NH0735  HISTORY     - 1920     GOOD             NGS
 NH0735  HISTORY     - 1977     POOR             USGS
 NH0735  HISTORY     - 19961005 MARK NOT FOUND   USPSQD
 NH0735  HISTORY     - 19981121 GOOD             USPSQD
 NH0735  HISTORY     - 20060420 GOOD             JCLS
 NH0735
 NH0735                          STATION DESCRIPTION
 NH0735
 NH0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1920
 NH0735'AT BLANCHARDVILLE.
 NH0735'AT BLANCHARDVILLE, LAFAYETTE COUNTY, 200 YDS N OF THE ABANDONED
 NH0735'ILINOIS CENTRAL RR, A LITTLE E OF THE EASTLINE OF MAIN ST.,
 NH0735'IN THE W FACE OF A BUILDING ON THE N SIDE OF MILL ST., 6 IN
 NH0735'N OF THE SW CORNER, AND 3 FT ABOVE THE GROUND.  A STANDARD
 NH0735'DISK, STAMPED ELEV. 821.258 FT. AND SET VERTICALLY.
 NH0735
 NH0735                          STATION RECOVERY (1977)
 NH0735
 NH0735'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 NH0735'MARK RECOVERED IN POOR CONDITION.
 NH0735
 NH0735                          STATION RECOVERY (1996)
 NH0735
 NH0735'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0735'MARK NOT FOUND.
 NH0735
 NH0735                          STATION RECOVERY (1998)
 NH0735
 NH0735'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH0735'RECOVERED IN GOOD CONDITION.
 NH0735
 NH0735                          STATION RECOVERY (2006)
 NH0735
 NH0735'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 NH0735'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0179 ***********************************************************************
 ON0179  DESIGNATION -  N 10
 ON0179  PID         -  ON0179
 ON0179  STATE/COUNTY-  WI/LA CROSSE
 ON0179  USGS QUAD   -  LA CRESCENT (1991)
 ON0179
 ON0179                         *CURRENT SURVEY CONTROL
 ON0179  ___________________________________________________________________
 ON0179* NAD 83(1986)-  43 48 44.     (N)    091 15 03.     (W)     SCALED    
 ON0179* NAVD 88     -       204.894  (meters)     672.22   (feet)  ADJUSTED  
 ON0179  ___________________________________________________________________
 ON0179  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 ON0179  DYNAMIC HT  -         204.858 (meters)     672.11  (feet)  COMP
 ON0179  MODELED GRAV-     980,435.1   (mgal)                       NAVD 88
 ON0179
 ON0179  VERT ORDER  -  FIRST     CLASS II
 ON0179
 ON0179.The horizontal coordinates were scaled from a topographic map and have
 ON0179.an estimated accuracy of +/- 6 seconds.
 ON0179
 ON0179.The orthometric height was determined by differential leveling
 ON0179.and adjusted by the National Geodetic Survey in June 1991..
 ON0179
 ON0179.The geoid height was determined by GEOID03.
 ON0179
 ON0179.The dynamic height is computed by dividing the NAVD 88
 ON0179.geopotential number by the normal gravity value computed on the
 ON0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0179.degrees latitude (g = 980.6199 gals.).
 ON0179
 ON0179.The modeled gravity was interpolated from observed gravity values.
 ON0179
 ON0179;                    North         East    Units  Estimated Accuracy
 ON0179;SPC WI S     -   202,080.      499,370.      MT  (+/- 180 meters Scaled)
 ON0179
 ON0179                          SUPERSEDED SURVEY CONTROL
 ON0179
 ON0179  NGVD 29 (??/??/92)  204.915  (m)          672.29   (f) ADJ UNCH    1 2
 ON0179
 ON0179.Superseded values are not recommended for survey control.
 ON0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0179.See file dsdata.txt to determine how the superseded data were derived.
 ON0179
 ON0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ406525(NAD 83)
 ON0179_MARKER: DB = BENCH MARK DISK
 ON0179_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ON0179_SP_SET: BUILDING
 ON0179_STAMPING: 672.292 N 10 1930
 ON0179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0179
 ON0179  HISTORY     - Date     Condition        Report By
 ON0179  HISTORY     - 1930     MONUMENTED       CGS
 ON0179  HISTORY     - 1970     MARK NOT FOUND   NGS
 ON0179  HISTORY     - 1985     MARK NOT FOUND   NGS
 ON0179
 ON0179                          STATION DESCRIPTION
 ON0179
 ON0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 ON0179'IN LA CROSSE.
 ON0179'AT LA CROSSE, LA CROSSE COUNTY, AT THE CORNER OF FOURTH AND
 ON0179'MAIN STREETS, AND IN THE WEST SIDE OF THE CORNERSTONE OF THE
 ON0179'STATE BANK OF LA CROSSE.  A STANDARD DISK, STAMPED 672.292 N
 ON0179'10 1930.  NOTE-- THE STATE BANK OF LA CROSSE AT 4TH AND MAIN
 ON0179'STREETS HAS BEEN REMODELED AND A MARBLE FACING WAS PUT ON THE
 ON0179'OUTSIDE OF THE BUILDING.
 ON0179
 ON0179                          STATION RECOVERY (1970)
 ON0179
 ON0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 ON0179'MARK NOT FOUND.
 ON0179
 ON0179                          STATION RECOVERY (1985)
 ON0179
 ON0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ON0179'THE MARK MAY BE COVERED BY A 4-INCH MARBLE SLAB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0392 ***********************************************************************
 OM0392  DESIGNATION -  N 100
 OM0392  PID         -  OM0392
 OM0392  STATE/COUNTY-  WI/COLUMBIA
 OM0392  USGS QUAD   -  POYNETTE (1984)
 OM0392
 OM0392                         *CURRENT SURVEY CONTROL
 OM0392  ___________________________________________________________________
 OM0392* NAD 83(1986)-  43 27 29.     (N)    089 25 13.     (W)     SCALED    
 OM0392* NAVD 88     -       244.424  (meters)     801.91   (feet)  ADJUSTED  
 OM0392  ___________________________________________________________________
 OM0392  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 OM0392  DYNAMIC HT  -         244.364 (meters)     801.72  (feet)  COMP
 OM0392  MODELED GRAV-     980,370.9   (mgal)                       NAVD 88
 OM0392
 OM0392  VERT ORDER  -  SECOND    CLASS 0
 OM0392
 OM0392.The horizontal coordinates were scaled from a topographic map and have
 OM0392.an estimated accuracy of +/- 6 seconds.
 OM0392
 OM0392.The orthometric height was determined by differential leveling
 OM0392.and adjusted by the National Geodetic Survey in June 1991..
 OM0392
 OM0392.The geoid height was determined by GEOID03.
 OM0392
 OM0392.The dynamic height is computed by dividing the NAVD 88
 OM0392.geopotential number by the normal gravity value computed on the
 OM0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0392.degrees latitude (g = 980.6199 gals.).
 OM0392
 OM0392.The modeled gravity was interpolated from observed gravity values.
 OM0392
 OM0392;                    North         East    Units  Estimated Accuracy
 OM0392;SPC WI S     -   162,140.      646,920.      MT  (+/- 180 meters Scaled)
 OM0392
 OM0392                          SUPERSEDED SURVEY CONTROL
 OM0392
 OM0392  NGVD 29 (??/??/92)  244.470  (m)          802.07   (f) ADJ UNCH    2 0
 OM0392
 OM0392.Superseded values are not recommended for survey control.
 OM0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0392.See file dsdata.txt to determine how the superseded data were derived.
 OM0392
 OM0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP041145(NAD 83)
 OM0392_MARKER: DB = BENCH MARK DISK
 OM0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0392_STAMPING: N 100 1934
 OM0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0392+STABILITY: SURFACE MOTION
 OM0392
 OM0392  HISTORY     - Date     Condition        Report By
 OM0392  HISTORY     - 1934     MONUMENTED       CGS
 OM0392  HISTORY     - 1961     GOOD             USGS
 OM0392  HISTORY     - 1983     MARK NOT FOUND   USGS
 OM0392  HISTORY     - 19960427 MARK NOT FOUND   USPSQD
 OM0392  HISTORY     - 20001010 MARK NOT FOUND   WIDT
 OM0392
 OM0392                          STATION DESCRIPTION
 OM0392
 OM0392'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 OM0392'8 MI SE FROM PORTAGE.
 OM0392'PORTAGE, 6 MILES SOUTH AND 2 MILES EAST OF, IN SW 1/4 SEC 3
 OM0392'T12N, R9E, 4.6 MILES NORTH, ALONG CMST P AND P RR FROM STATION
 OM0392'IN POYNETTE, 40 FT NORTH, 33 FT WEST, AND SAME ELEVATION AS
 OM0392'CO. TRK V X-ING RR, 4 FT NORTH AND 2 FT EAST OF FENCE CORNER,
 OM0392'IN CONCRETE POST, STD C AND GS TABLET STAMPED N 100 1934.
 OM0392
 OM0392                          STATION RECOVERY (1983)
 OM0392
 OM0392'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 OM0392'MARK NOT FOUND.
 OM0392
 OM0392                          STATION RECOVERY (1996)
 OM0392
 OM0392'RECOVERY NOTE BY US POWER SQUADRON 1996
 OM0392'MARK NOT FOUND.
 OM0392
 OM0392                          STATION RECOVERY (2000)
 OM0392
 OM0392'RECOVERY NOTE BY WI DEPT OF TRANSP 2000 (DJH)
 OM0392'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0347 ***********************************************************************
 NH0347  DESIGNATION -  N 101
 NH0347  PID         -  NH0347
 NH0347  STATE/COUNTY-  WI/DANE
 NH0347  USGS QUAD   -  OREGON (1982)
 NH0347
 NH0347                         *CURRENT SURVEY CONTROL
 NH0347  ___________________________________________________________________
 NH0347* NAD 83(1986)-  42 55 51.     (N)    089 23 10.     (W)     SCALED    
 NH0347* NAVD 88     -       289.046  (meters)     948.31   (feet)  ADJUSTED  
 NH0347  ___________________________________________________________________
 NH0347  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 NH0347  DYNAMIC HT  -         288.965 (meters)     948.05  (feet)  COMP
 NH0347  MODELED GRAV-     980,332.8   (mgal)                       NAVD 88
 NH0347
 NH0347  VERT ORDER  -  SECOND    CLASS 0
 NH0347
 NH0347.The horizontal coordinates were scaled from a topographic map and have
 NH0347.an estimated accuracy of +/- 6 seconds.
 NH0347
 NH0347.The orthometric height was determined by differential leveling
 NH0347.and adjusted by the National Geodetic Survey in June 1991..
 NH0347
 NH0347.The geoid height was determined by GEOID03.
 NH0347
 NH0347.The dynamic height is computed by dividing the NAVD 88
 NH0347.geopotential number by the normal gravity value computed on the
 NH0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0347.degrees latitude (g = 980.6199 gals.).
 NH0347
 NH0347.The modeled gravity was interpolated from observed gravity values.
 NH0347
 NH0347;                    North         East    Units  Estimated Accuracy
 NH0347;SPC WI S     -   103,590.      650,110.      MT  (+/- 180 meters Scaled)
 NH0347
 NH0347                          SUPERSEDED SURVEY CONTROL
 NH0347
 NH0347  NGVD 29 (??/??/92)  289.106  (m)          948.51   (f) ADJ UNCH    2 0
 NH0347
 NH0347.Superseded values are not recommended for survey control.
 NH0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0347.See file dsdata.txt to determine how the superseded data were derived.
 NH0347
 NH0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN052558(NAD 83)
 NH0347_MARKER: DB = BENCH MARK DISK
 NH0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0347_STAMPING: N-101 1934
 NH0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0347+STABILITY: SURFACE MOTION
 NH0347
 NH0347  HISTORY     - Date     Condition        Report By
 NH0347  HISTORY     - 1934     MONUMENTED       CGS
 NH0347  HISTORY     - 1943     GOOD             NGS
 NH0347
 NH0347                          STATION DESCRIPTION
 NH0347
 NH0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NH0347'AT OREGON.
 NH0347'AT OREGON ALONG THE CHICAGO AND NORTHWESTERN RAILROAD ABOUT
 NH0347'175 FEET SOUTH OF DEPOT AT RAILROAD WATER TANK.  SET IN EAST
 NH0347'CORNER OF THE NORTHEAST CONCRETE FOUNDATION, 2 FEET ABOVE RAIL
 NH0347'TOP AND 12 FEET WEST OF CENTERLINE OF WEST TRACK.  STANDARD
 NH0347'DISK, STAMPED N 101 1934.  NOTE-- WATER TANK REMOVED, 50 FEET
 NH0347'SOUTH OF SOUTH END OF NORTHBOUND PLATFORM OF DEPOT.  VAL. STA.
 NH0347'3085+65.
 NH0347
 NH0347                          STATION RECOVERY (1943)
 NH0347
 NH0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 NH0347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0301 ***********************************************************************
 NH0301  DESIGNATION -  N 102
 NH0301  PID         -  NH0301
 NH0301  STATE/COUNTY-  WI/JEFFERSON
 NH0301  USGS QUAD   -  FORT ATKINSON (1971)
 NH0301
 NH0301                         *CURRENT SURVEY CONTROL
 NH0301  ___________________________________________________________________
 NH0301* NAD 83(1986)-  42 55 44.     (N)    088 50 13.     (W)     SCALED    
 NH0301* NAVD 88     -       240.696  (meters)     789.68   (feet)  ADJUSTED  
 NH0301  ___________________________________________________________________
 NH0301  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 NH0301  DYNAMIC HT  -         240.632 (meters)     789.47  (feet)  COMP
 NH0301  MODELED GRAV-     980,349.0   (mgal)                       NAVD 88
 NH0301
 NH0301  VERT ORDER  -  SECOND    CLASS 0
 NH0301
 NH0301.The horizontal coordinates were scaled from a topographic map and have
 NH0301.an estimated accuracy of +/- 6 seconds.
 NH0301
 NH0301.The orthometric height was determined by differential leveling
 NH0301.and adjusted by the National Geodetic Survey in June 1991..
 NH0301
 NH0301.The geoid height was determined by GEOID03.
 NH0301
 NH0301.The dynamic height is computed by dividing the NAVD 88
 NH0301.geopotential number by the normal gravity value computed on the
 NH0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0301.degrees latitude (g = 980.6199 gals.).
 NH0301
 NH0301.The modeled gravity was interpolated from observed gravity values.
 NH0301
 NH0301;                    North         East    Units  Estimated Accuracy
 NH0301;SPC WI S     -   103,850.      694,940.      MT  (+/- 180 meters Scaled)
 NH0301
 NH0301                          SUPERSEDED SURVEY CONTROL
 NH0301
 NH0301  NGVD 29 (??/??/92)  240.762  (m)          789.90   (f) ADJ UNCH    2 0
 NH0301
 NH0301.Superseded values are not recommended for survey control.
 NH0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0301.See file dsdata.txt to determine how the superseded data were derived.
 NH0301
 NH0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN500545(NAD 83)
 NH0301_MARKER: DB = BENCH MARK DISK
 NH0301_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NH0301_SP_SET: STEP
 NH0301_STAMPING: N 102 1934
 NH0301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0301_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NH0301+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2002
 NH0301
 NH0301  HISTORY     - Date     Condition        Report By
 NH0301  HISTORY     - 1934     MONUMENTED       CGS
 NH0301  HISTORY     - 1958     GOOD             NGS
 NH0301  HISTORY     - 20021113 GOOD             USPSQD
 NH0301
 NH0301                          STATION DESCRIPTION
 NH0301
 NH0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 NH0301'AT FORT ATKINSON.
 NH0301'AT FORT ATKINSON, JEFFERSON COUNTY, AT THE NORTHWEST CORNER
 NH0301'OF THE INTERSECTION OF NORTH MAIN STREET AND NORTH WATER STREET,
 NH0301'WEST, AT THE MUNICIPAL BUILDING, IN THE CENTER OF THE STONE
 NH0301'STEP END AT THE SOUTH SIDE OF THE EAST ENTRANCE, AND 2.5 FEET
 NH0301'ABOVE THE STREET.  A STANDARD DISK, STAMPED N 102 1934.
 NH0301
 NH0301                          STATION RECOVERY (2002)
 NH0301
 NH0301'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 NH0301'RECOVERED IN GOOD CONDITION.  IT IS LOCATED 15 FEET SOUTH OF THE
 NH0301'CENTER OF THE EAST ENTRANCE, 32 INCHES EAST OF THE EAST FACE OF THE
 NH0301'SECOND PILLAR SOUTH OF THE ENTRANCE IN A FLOWER BED COVERED BY
 NH0301'BEDDING.  IT IS 14 INCHES SOUTH OF THE NORTHERN END AND 21 INCHES WEST
 NH0301'OF THE WESTERN CONCRETE WALL ALONG THE SOUTHERN PEDESTRIAL RAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0241 ***********************************************************************
 OM0241  DESIGNATION -  N 103
 OM0241  PID         -  OM0241
 OM0241  STATE/COUNTY-  WI/DODGE
 OM0241  USGS QUAD   -  HORICON (1980)
 OM0241
 OM0241                         *CURRENT SURVEY CONTROL
 OM0241  ___________________________________________________________________
 OM0241* NAD 83(1986)-  43 26 19.     (N)    088 41 42.     (W)     SCALED    
 OM0241* NAVD 88     -       280.328  (meters)     919.71   (feet)  ADJUSTED  
 OM0241  ___________________________________________________________________
 OM0241  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 OM0241  DYNAMIC HT  -         280.261 (meters)     919.49  (feet)  COMP
 OM0241  MODELED GRAV-     980,374.3   (mgal)                       NAVD 88
 OM0241
 OM0241  VERT ORDER  -  SECOND    CLASS 0
 OM0241
 OM0241.The horizontal coordinates were scaled from a topographic map and have
 OM0241.an estimated accuracy of +/- 6 seconds.
 OM0241
 OM0241.The orthometric height was determined by differential leveling
 OM0241.and adjusted by the National Geodetic Survey in June 1991..
 OM0241
 OM0241.The geoid height was determined by GEOID03.
 OM0241
 OM0241.The dynamic height is computed by dividing the NAVD 88
 OM0241.geopotential number by the normal gravity value computed on the
 OM0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0241.degrees latitude (g = 980.6199 gals.).
 OM0241
 OM0241.The modeled gravity was interpolated from observed gravity values.
 OM0241
 OM0241;                    North         East    Units  Estimated Accuracy
 OM0241;SPC WI S     -   160,640.      705,640.      MT  (+/- 180 meters Scaled)
 OM0241
 OM0241                          SUPERSEDED SURVEY CONTROL
 OM0241
 OM0241  NGVD 29 (??/??/92)  280.375  (m)          919.86   (f) ADJ UNCH    2 0
 OM0241
 OM0241.Superseded values are not recommended for survey control.
 OM0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0241.See file dsdata.txt to determine how the superseded data were derived.
 OM0241
 OM0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP628109(NAD 83)
 OM0241_MARKER: DB = BENCH MARK DISK
 OM0241_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OM0241_SP_SET: ROCK CULVERT
 OM0241_STAMPING: N 103 1934
 OM0241_MARK LOGO: CGS   
 OM0241_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0241+STABILITY: SURFACE MOTION
 OM0241_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0241+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 OM0241
 OM0241  HISTORY     - Date     Condition        Report By
 OM0241  HISTORY     - 1934     MONUMENTED       CGS
 OM0241  HISTORY     - 1977     GOOD             WIDT
 OM0241  HISTORY     - 19990713 GOOD             WIDT
 OM0241  HISTORY     - 20030816 GOOD             USPSQD
 OM0241  HISTORY     - 20040608 GOOD             WIDT
 OM0241  HISTORY     - 20060918 GOOD             USPSQD
 OM0241
 OM0241                          STATION DESCRIPTION
 OM0241
 OM0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0241'1 MI S FROM MINNESOTA JUNCTION.
 OM0241'1 MILE SOUTH OF ALONG THE CHICAGO AND NORTHWESTERN RAILROAD
 OM0241'AT BRIDGE 239.  SET IN THE NORTHWEST STONE WINGWALL, 5 FEET
 OM0241'BELOW THE RAIL LEVEL.
 OM0241
 OM0241                          STATION RECOVERY (1977)
 OM0241
 OM0241'RECOVERY NOTE BY WI DEPT OF TRANSP 1977
 OM0241'RECOVERED IN GOOD CONDITION.
 OM0241
 OM0241                          STATION RECOVERY (1999)
 OM0241
 OM0241'RECOVERY NOTE BY WI DEPT OF TRANSP 1999 (DJH)
 OM0241'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) EAST OF BEAVER DAM AND
 OM0241'3.2 KM (2.00 MI) NORTH OF JUNEAU.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 OM0241'NATURAL RESOURCES.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 OM0241'HIGHWAY 26 WITH STATE HIGHWAY 33, APPROXIMATELY 4 KM (2.50 MI) NORTH
 OM0241'OF THE CITY OF JUNEAU, GO SOUTH ON HIGHWAY 26 FOR 0.72 KM (0.45 MI) TO
 OM0241'THE STATION ON THE LEFT.  THE STATION IS A BRONZE CGS BENCH MARK DISK
 OM0241'STAMPED --N 103 1934-- AND SET IN THE TOP OF THE WEST SIDE OF THE
 OM0241'NORTH RETAINING WALL OF A STONE CULVERT AND ABOUT 1.3 M (4.3 FT) BELOW
 OM0241'THE TRAIL.  THE STATION IS 21.7 M (71.2 FT) EAST-NORTHEAST OF THE
 OM0241'CENTERLINE OF STATE HIGHWAY 26, 11.8 M (38.7 FT) EAST OF POWER POLE
 OM0241'--11-15-10 24/31--, 5.5 M (18.0 FT) WEST OF THE CENTERLINE OF THE WILD
 OM0241'GOOSE STATE TRAIL, 1 M (3.3 FT) NORTH OF THE CENTER ON THE WEST SIDE
 OM0241'OF THE ROCK CULVERT, AND 3.8 M (12.5 FT) EAST OF AN ORANGE FIBERGLASS
 OM0241'WITNESS POST.  ---NOTE---VISUAL OBSTRUCTIONS FOR THIS STATION ARE
 OM0241'TREES IN ALL QUADRANTS EXTENDING TO MORE THAN 85 DEGREES ABOVE THE
 OM0241'HORIZON.
 OM0241
 OM0241                          STATION RECOVERY (2003)
 OM0241
 OM0241'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0241'RECOVERED IN GOOD CONDITION.
 OM0241
 OM0241                          STATION RECOVERY (2004)
 OM0241
 OM0241'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 OM0241'RECOVERED AS DESCRIBED AND TWO POSTS ADDED.  THE STATION IS IN THE
 OM0241'CENTER OF A TRIANGLE FORMED BY THREE WHITE PLASTIC WITNESS POSTS.
 OM0241'UTILITY POLE --11-15-10 24/31-- NOT FOUND.  STATION IS APPROXIMATELY
 OM0241'42 M EAST OF UTILITY POLE --11-15-10 24/30--.
 OM0241
 OM0241                          STATION RECOVERY (2006)
 OM0241
 OM0241'RECOVERY NOTE BY US POWER SQUADRON 2006
 OM0241'RECOVERED IN GOOD CONDITION.  THE ORANGE FIBERGLASS WITNESS POST IS
 OM0241'PRESENT BUT THE THREE WHITE PLASTIC WITNESS POSTS WERE NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0169 ***********************************************************************
 OM0169  DESIGNATION -  N 104
 OM0169  PID         -  OM0169
 OM0169  STATE/COUNTY-  WI/DODGE
 OM0169  USGS QUAD   -  WAUPUN SOUTH (1980)
 OM0169
 OM0169                         *CURRENT SURVEY CONTROL
 OM0169  ___________________________________________________________________
 OM0169* NAD 83(1986)-  43 32 20.     (N)    088 42 20.     (W)     SCALED    
 OM0169* NAVD 88     -       270.278  (meters)     886.74   (feet)  ADJUSTED  
 OM0169  ___________________________________________________________________
 OM0169  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 OM0169  DYNAMIC HT  -         270.216 (meters)     886.53  (feet)  COMP
 OM0169  MODELED GRAV-     980,382.8   (mgal)                       NAVD 88
 OM0169
 OM0169  VERT ORDER  -  SECOND    CLASS 0
 OM0169
 OM0169.The horizontal coordinates were scaled from a topographic map and have
 OM0169.an estimated accuracy of +/- 6 seconds.
 OM0169
 OM0169.The orthometric height was determined by differential leveling
 OM0169.and adjusted by the National Geodetic Survey in June 1991..
 OM0169
 OM0169.The geoid height was determined by GEOID03.
 OM0169
 OM0169.The dynamic height is computed by dividing the NAVD 88
 OM0169.geopotential number by the normal gravity value computed on the
 OM0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0169.degrees latitude (g = 980.6199 gals.).
 OM0169
 OM0169.The modeled gravity was interpolated from observed gravity values.
 OM0169
 OM0169;                    North         East    Units  Estimated Accuracy
 OM0169;SPC WI S     -   171,770.      704,610.      MT  (+/- 180 meters Scaled)
 OM0169
 OM0169                          SUPERSEDED SURVEY CONTROL
 OM0169
 OM0169  NGVD 29 (??/??/92)  270.322  (m)          886.88   (f) ADJ UNCH    2 0
 OM0169
 OM0169.Superseded values are not recommended for survey control.
 OM0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0169.See file dsdata.txt to determine how the superseded data were derived.
 OM0169
 OM0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP622220(NAD 83)
 OM0169_MARKER: DB = BENCH MARK DISK
 OM0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0169_STAMPING: N 104 1934
 OM0169_MARK LOGO: CGS   
 OM0169_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0169+STABILITY: SURFACE MOTION
 OM0169_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OM0169+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 OM0169
 OM0169  HISTORY     - Date     Condition        Report By
 OM0169  HISTORY     - 1934     MONUMENTED       CGS
 OM0169  HISTORY     - 1977     GOOD             WIDT
 OM0169  HISTORY     - 19990713 GOOD             WIDT
 OM0169  HISTORY     - 20030813 GOOD             USPSQD
 OM0169  HISTORY     - 20040614 GOOD             WIDT
 OM0169  HISTORY     - 20060918 GOOD             USPSQD
 OM0169
 OM0169                          STATION DESCRIPTION
 OM0169
 OM0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0169'2.2 MI N FROM BURNETT.
 OM0169'2.2 MILES NORTH OF ALONG THE CHICAGO AND NORTHWESTERN RAILROAD
 OM0169'AT ROAD CROSSING, 5 POLES SOUTH OF MILEPOLE CHI. 155.  SET IN
 OM0169'POST, 45 FEET SOUTH OF CENTERLINE OF ROAD, 36 FEET EAST OF CENTERLINE
 OM0169'OF TRACKS, 4 FT NORTH OF POLE AND ABOUT 1 FOOT BELOW TRACK LEVEL.
 OM0169
 OM0169                          STATION RECOVERY (1977)
 OM0169
 OM0169'RECOVERY NOTE BY WI DEPT OF TRANSP 1977
 OM0169'RECOVERED IN GOOD CONDITION.
 OM0169
 OM0169                          STATION RECOVERY (1999)
 OM0169
 OM0169'RECOVERY NOTE BY WI DEPT OF TRANSP 1999 (DJH)
 OM0169'THE STATION IS LOCATED ABOUT 14.48 KM (9.00 MI) NORTHEAST OF BEAVER
 OM0169'DAM AND 10.5 KM (6.50 MI) SOUTHEAST OF WAUPUN.  OWNERSHIP--WISCONSIN
 OM0169'DEPARTMENT OF NATURAL RESOURCES.  TO REACH THE STATION FROM THE
 OM0169'JUNCTION OF STATE HIGHWAY 26 (WATERTOWN STREET) WITH STATE HIGHWAY 49
 OM0169'(MAIN STREET) IN THE CITY OF WAUPUN, GO SOUTH ON STATE HIGHWAY 26 FOR
 OM0169'3.38 KM (2.10 MI) TO US HIGHWAY 151 BRIDGE OVER STATE HIGHWAY 26,
 OM0169'CONTINUE SOUTH ON STATE HIGHWAY 26 FOR 7.7 KM (4.80 MI) TO TOWER ROAD,
 OM0169'TURN LEFT AND GO EAST ON TOWER ROAD FOR 0.3 KM (0.20 MI) TO THE
 OM0169'STATION ON THE RIGHT.  THE STATION IS A BRONZE CGS BENCH MARK DISK
 OM0169'STAMPED --N 104 1934-- AND SET IN THE TOP OF A 24-CM (10-INCH) SQUARE
 OM0169'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 0.3 M (1.0 FT) BELOW THE
 OM0169'TRAIL.  THE STATION IS 11.5 M (37.7 FT) SOUTH OF THE CENTERLINE OF
 OM0169'TOWER ROAD, 20.9 M (68.6 FT) SOUTH OF POWER POLE --12-15-4 19/26--,
 OM0169'18.0 M (59.1 FT) EAST-SOUTHEAST OF A 10-CM (4-INCH) DIAMETER WOOD POST
 OM0169'FOR BURIED AT-T FIBER-OPTIC CABLE SIGN --158--, 17.5 M (57.4 FT)
 OM0169'EAST-NORTHEAST OF A STEEL POST FOR BURIED AT-T FIBER-OPTIC CABLE SIGN
 OM0169'--174--, 10.1 M (33.1 FT) EAST OF THE CENTERLINE OF THE WILD GOOSE
 OM0169'STATE TRAIL, 2.7 M (8.9 FT) SOUTHWEST OF A BLACK WARNING POST --104
 OM0169'3-- FOR BURIED TELEPHONE LINES, 0.27 M (0.89 FT) WEST OF A METAL POST
 OM0169'WITH A WHITE STEEL WITNESS SIGN, AND 0.65 M (2.13 FT) NORTH OF AN
 OM0169'ORANGE FIBERGLASS WITNESS POST.  ---NOTE---VISIBLE OBSTRUCTIONS AT
 OM0169'THIS STATION ARE A TREE APPROXIMATELY 5 M (16.4 FT) NORTH OF THE
 OM0169'STATION EXTENDING TO MORE THAN 85 DEGREES ABOVE THE HORIZON AND TREES
 OM0169'APPROXIMATELY 5 M (16.4 FT) SOUTHWEST OF THE STATION EXTENDING TO MORE
 OM0169'THAN 85 DEGREES ABOVE THE HORIZON.
 OM0169
 OM0169                          STATION RECOVERY (2003)
 OM0169
 OM0169'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0169'RECOVERED IN GOOD CONDITION.
 OM0169
 OM0169                          STATION RECOVERY (2004)
 OM0169
 OM0169'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 OM0169'RECOVERED AS DESCRIBED AND TWO WITNESS POSTS ADDED.  THE STATION IS 1M
 OM0169'SOUTHEAST, 1 M SOUTHWEST OF TWO WHITE WITNESS POSTS, 0.65 M NORTH OF
 OM0169'AN ORANGE CARSONITE WITNESS POST.
 OM0169
 OM0169                          STATION RECOVERY (2006)
 OM0169
 OM0169'RECOVERY NOTE BY US POWER SQUADRON 2006
 OM0169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0191 ***********************************************************************
 OM0191  DESIGNATION -  N 105
 OM0191  PID         -  OM0191
 OM0191  STATE/COUNTY-  WI/DODGE
 OM0191  USGS QUAD   -  WAUPUN SOUTH (1980)
 OM0191
 OM0191                         *CURRENT SURVEY CONTROL
 OM0191  ___________________________________________________________________
 OM0191* NAD 83(1986)-  43 36 17.     (N)    088 44 04.     (W)     SCALED    
 OM0191* NAVD 88     -       278.549  (meters)     913.87   (feet)  ADJUSTED  
 OM0191  ___________________________________________________________________
 OM0191  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 OM0191  DYNAMIC HT  -         278.485 (meters)     913.66  (feet)  COMP
 OM0191  MODELED GRAV-     980,383.5   (mgal)                       NAVD 88
 OM0191
 OM0191  VERT ORDER  -  SECOND    CLASS I
 OM0191
 OM0191.The horizontal coordinates were scaled from a topographic map and have
 OM0191.an estimated accuracy of +/- 6 seconds.
 OM0191
 OM0191.The orthometric height was determined by differential leveling
 OM0191.and adjusted by the National Geodetic Survey in October 2000..
 OM0191
 OM0191.The geoid height was determined by GEOID03.
 OM0191
 OM0191.The dynamic height is computed by dividing the NAVD 88
 OM0191.geopotential number by the normal gravity value computed on the
 OM0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0191.degrees latitude (g = 980.6199 gals.).
 OM0191
 OM0191.The modeled gravity was interpolated from observed gravity values.
 OM0191
 OM0191;                    North         East    Units  Estimated Accuracy
 OM0191;SPC WI S     -   179,050.      702,170.      MT  (+/- 180 meters Scaled)
 OM0191
 OM0191                          SUPERSEDED SURVEY CONTROL
 OM0191
 OM0191  NAVD 88 (06/15/91)  278.551  (m)          913.88   (f) UNKNOWN     2 0
 OM0191  NGVD 29 (??/??/92)  278.592  (m)          914.01   (f) ADJ UNCH    2 0
 OM0191
 OM0191.Superseded values are not recommended for survey control.
 OM0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0191.See file dsdata.txt to determine how the superseded data were derived.
 OM0191
 OM0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP600294(NAD 83)
 OM0191_MARKER: DB = BENCH MARK DISK
 OM0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0191_STAMPING: 914.014 N 105 1934
 OM0191_MARK LOGO: CGS   
 OM0191_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0191+STABILITY: SURFACE MOTION
 OM0191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0191+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2004
 OM0191
 OM0191  HISTORY     - Date     Condition        Report By
 OM0191  HISTORY     - 1934     MONUMENTED       CGS
 OM0191  HISTORY     - 1942     GOOD             NGS
 OM0191  HISTORY     - 1977     GOOD             WIDT
 OM0191  HISTORY     - 19980521 GOOD             WIDT
 OM0191  HISTORY     - 20030813 GOOD             USPSQD
 OM0191  HISTORY     - 20040707 GOOD             WIDT
 OM0191
 OM0191                          STATION DESCRIPTION
 OM0191
 OM0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0191'2.1 MI S FROM WAUPUN.
 OM0191'2.1 MILES SOUTH OF COURT HOUSE ALONG THE CHICAGO, MILWAUKEE,
 OM0191'ST PAUL AND PACIFIC RAILROAD AT ROAD CROSSING, 18 POLES NORTH OF
 OM0191'MILEPOLE 151.  SET IN POST, 28 FEET SOUTH OF CENTERLINE OF ROAD,
 OM0191'38 FEET EAST OF CENTERLINE OF THE TRACKS AND 3 FEET WEST OF
 OM0191'FENCE LINE.  ABOUT 1 FOOT BELOW TRACKS.
 OM0191
 OM0191                          STATION RECOVERY (1942)
 OM0191
 OM0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 OM0191'RECOVERED IN GOOD CONDITION.
 OM0191
 OM0191                          STATION RECOVERY (1977)
 OM0191
 OM0191'RECOVERY NOTE BY WI DEPT OF TRANSP 1977
 OM0191'RECOVERED IN GOOD CONDITION.
 OM0191
 OM0191                          STATION RECOVERY (1998)
 OM0191
 OM0191'RECOVERY NOTE BY WI DEPT OF TRANSP 1998 (GRS)
 OM0191'THE STATION IS LOCATED ABOUT 19.31 KM (12.00 MI) NORTH OF BEAVER DAM
 OM0191'AND 1.6 KM (1.00 MI) SOUTH OF WAUPUN.  OWNERSHIP--WISCONSIN AND
 OM0191'SOUTHERN RAILROAD COMPANY.  TO REACH THE STATION FROM THE JUNCTION OF
 OM0191'STATE HIGHWAY 26 (WATERTOWN STREET) WITH STATE HIGHWAY 49 (MAIN
 OM0191'STREET) IN THE CITY OF WAUPUN, GO SOUTH ON STATE HIGHWAY 26 (WATERTOWN
 OM0191'STREET) FOR 3.14 KM (1.95 MI) TO MILLIGAN ROAD, TURN RIGHT AND GO WEST
 OM0191'ON MILLIGAN ROAD FOR 0.72 KM (0.45 MI) TO THE STATION ON THE LEFT.
 OM0191'THE STATION IS A BRONZE CGS BENCH MARK DISK STAMPED --914.014 N 105
 OM0191'1934-- AND SET IN THE TOP OF A 25-CM (10-INCH) SQUARE CONCRETE POST
 OM0191'PROJECTING 5 CM (2 INCHES) ABOVE THE GROUND AND APPROXIMATELY 0.3 M
 OM0191'(1.0 FT) BELOW THE RAIL.  THE STATION IS 9.2 M (30.2 FT) SOUTH TO THE
 OM0191'CENTERLINE OF MILLIGAN ROAD, 10.4 M (34.1 FT) EAST OF THE EAST RAIL,
 OM0191'19.9 M (65.3 FT) NORTH-NORTHEAST OF A 15-CM (6-INCH) DIAMETER WOODEN
 OM0191'POST, 14.8 M (48.6 FT) SOUTH OF A WOOD POST FOR A --STOP-- SIGN, 5.6 M
 OM0191'(18.4 FT) WEST OF UTILITY POLE --13-15-17 31/54--, 0.15 M (0.49 FT)
 OM0191'SOUTH OF A STEEL POST WITH A WHITE STEEL CGS WITNESS SIGN, AND 0.95 M
 OM0191'(3.12 FT) NORTH OF AN ORANGE FIBERGLASS WITNESS POST.  ---NOTE---THIS
 OM0191'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 OM0191'ABOVE THE HORIZON EXCEPT FOR A GROUP OF TREES IN THE NORTHEAST
 OM0191'QUADRANT EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
 OM0191
 OM0191                          STATION RECOVERY (2003)
 OM0191
 OM0191'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0191'RECOVERED IN GOOD CONDITION.  NOTE-- THE ORANGE WITNESS POST IS
 OM0191'SPLINTERED AND HAS BEEN RESET UPSIDE DOWN.
 OM0191
 OM0191                          STATION RECOVERY (2004)
 OM0191
 OM0191'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 OM0191'RECOVERED AS DESCRIBED AND TWO WHITE WITNESS POSTS ADDED.  THE STATION
 OM0191'IS NOW IN THE CENTER OF A TRIANGLE FORMED BY TWO WHITE AND ONE ORANGE
 OM0191'WITNESS POSTS.  THE STATION IS 24.8 M  EAST OF A WOOD POST FOR A
 OM0191'--STOP-- SIGN.  OBSTRUCTIONS- TREES IN THE NORTHWEST AND SOUTH
 OM0191'QUADRANTS AND THE REFERENCED UTILITY POLE IN THE EAST QUADRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0262 ***********************************************************************
 OM0262  DESIGNATION -  N 106 RESET 1964
 OM0262  PID         -  OM0262
 OM0262  STATE/COUNTY-  WI/WAUKESHA
 OM0262  USGS QUAD   -  OCONOMOWOC EAST (1976)
 OM0262
 OM0262                         *CURRENT SURVEY CONTROL
 OM0262  ___________________________________________________________________
 OM0262* NAD 83(1986)-  43 06 32.     (N)    088 29 45.     (W)     SCALED    
 OM0262* NAVD 88     -       265.43   (+/-2cm)     870.8    (feet)  VERTCON   
 OM0262  ___________________________________________________________________
 OM0262  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 OM0262
 OM0262  VERT ORDER  -  THIRD (See Below)
 OM0262
 OM0262.The horizontal coordinates were scaled from a topographic map and have
 OM0262.an estimated accuracy of +/- 6 seconds.
 OM0262
 OM0262.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0262.The vertical order pertains to the NGVD 29 superseded value.
 OM0262
 OM0262.The geoid height was determined by GEOID03.
 OM0262
 OM0262;                    North         East    Units  Estimated Accuracy
 OM0262;SPC WI S     -   124,290.      722,420.      MT  (+/- 180 meters Scaled)
 OM0262
 OM0262                          SUPERSEDED SURVEY CONTROL
 OM0262
 OM0262  NGVD 29 (09/01/04)  265.49   (m)          871.0    (f) RESET       3  
 OM0262
 OM0262.Superseded values are not recommended for survey control.
 OM0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0262.See file dsdata.txt to determine how the superseded data were derived.
 OM0262
 OM0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN782739(NAD 83)
 OM0262_MARKER: DB = BENCH MARK DISK
 OM0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0262_STAMPING: N 106 RESET 1964
 OM0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0262+STABILITY: SURFACE MOTION
 OM0262
 OM0262  HISTORY     - Date     Condition        Report By
 OM0262  HISTORY     - 1964     MONUMENTED       CGS
 OM0262  HISTORY     - 20060902 MARK NOT FOUND   USPSQD
 OM0262
 OM0262                          STATION DESCRIPTION
 OM0262
 OM0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 OM0262'NEAR OCONOMOWOC.
 OM0262'ABOUT 2 BLOCKS E AND 1 BLOCK S OF THE MAIN CORNER IN TOWN AT
 OM0262'THE INTERSECTION OF MAIN ST. AND WISCONSIN AVENUE OR ABOUT 0.2
 OM0262'MILE E ALONG THE MILWAUKEE ROAD RAILROAD FROM THE R.R. STATION,
 OM0262'28.7 FEET N OF N RAIL OF THE MAIN LINE DOUBLE TRACKS, 33 FEET
 OM0262'E OF THE CENTER LINE OF SILVER LAKE STREET, WHICH IS A 40-FOOT
 OM0262'PAVEMENT, 0.1 FOOT HIGHER THAN SAME, 51 FEET S OF CENTER LINE
 OM0262'OF 44-FOOT PAVEMENT OF COLLINS STREET, 0.7 FOOT W OF W EDGE OF
 OM0262'5-FOOT CONCRETE SIDEWALK, LEVEL WITH SAME, AND SLIGHTLY BELOW
 OM0262'THE GENERAL LEVEL OF THE GROUND.
 OM0262
 OM0262                          STATION RECOVERY (2006)
 OM0262
 OM0262'RECOVERY NOTE BY US POWER SQUADRON 2006
 OM0262'THE STATION WAS NOT RECOVERED.  THE SPACE WEST OF THE DESCRIBED
 OM0262'SIDEWALK TO THE CURB HAS BEEN COVERED WITH ASPHALT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0429 ***********************************************************************
 OM0429  DESIGNATION -  N 107
 OM0429  PID         -  OM0429
 OM0429  STATE/COUNTY-  WI/DANE
 OM0429  USGS QUAD   -  SUN PRAIRIE (1982)
 OM0429
 OM0429                         *CURRENT SURVEY CONTROL
 OM0429  ___________________________________________________________________
 OM0429* NAD 83(1986)-  43 11 02.     (N)    089 08 48.     (W)     SCALED    
 OM0429* NAVD 88     -       273.320  (meters)     896.72   (feet)  ADJUSTED  
 OM0429  ___________________________________________________________________
 OM0429  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 OM0429  DYNAMIC HT  -         273.247 (meters)     896.48  (feet)  COMP
 OM0429  MODELED GRAV-     980,345.7   (mgal)                       NAVD 88
 OM0429
 OM0429  VERT ORDER  -  SECOND    CLASS 0
 OM0429
 OM0429.The horizontal coordinates were scaled from a topographic map and have
 OM0429.an estimated accuracy of +/- 6 seconds.
 OM0429
 OM0429.The orthometric height was determined by differential leveling
 OM0429.and adjusted by the National Geodetic Survey in June 1991..
 OM0429
 OM0429.The geoid height was determined by GEOID03.
 OM0429
 OM0429.The dynamic height is computed by dividing the NAVD 88
 OM0429.geopotential number by the normal gravity value computed on the
 OM0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0429.degrees latitude (g = 980.6199 gals.).
 OM0429
 OM0429.The modeled gravity was interpolated from observed gravity values.
 OM0429
 OM0429;                    North         East    Units  Estimated Accuracy
 OM0429;SPC WI S     -   131,870.      669,370.      MT  (+/- 180 meters Scaled)
 OM0429
 OM0429                          SUPERSEDED SURVEY CONTROL
 OM0429
 OM0429  NGVD 29 (??/??/92)  273.376  (m)          896.90   (f) ADJ UNCH    2 0
 OM0429
 OM0429.Superseded values are not recommended for survey control.
 OM0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0429.See file dsdata.txt to determine how the superseded data were derived.
 OM0429
 OM0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN255834(NAD 83)
 OM0429_MARKER: DB = BENCH MARK DISK
 OM0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0429_STAMPING: N-107 1934
 OM0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0429+STABILITY: SURFACE MOTION
 OM0429
 OM0429  HISTORY     - Date     Condition        Report By
 OM0429  HISTORY     - 1934     MONUMENTED       CGS
 OM0429
 OM0429                          STATION DESCRIPTION
 OM0429
 OM0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0429'4.5 MI W FROM MARSHALL.
 OM0429'4.5 MILES WEST OF DEPOT ALONG THE CHICAGO, MILWAUKEE, ST PAUL
 OM0429'AND PACIFIC RAILROAD, 14 1/2 RAILS WEST OF MILEPOST 16, AT PUBLIC
 OM0429'CROSSING.  SET IN CONCRETE POST 20 FEET NORTH OF THE CENTER LINE
 OM0429'OF THE TRACK, 54 FEET EAST OF THE CENTER LINE OF THE ROAD, AT RAIL
 OM0429'LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0459 ***********************************************************************
 OM0459  DESIGNATION -  N 108
 OM0459  PID         -  OM0459
 OM0459  STATE/COUNTY-  WI/IOWA
 OM0459  USGS QUAD   -  MAZOMANIE (1962)
 OM0459
 OM0459                         *CURRENT SURVEY CONTROL
 OM0459  ___________________________________________________________________
 OM0459* NAD 83(1986)-  43 09 48.     (N)    089 52 11.     (W)     SCALED    
 OM0459* NAVD 88     -       225.273  (meters)     739.08   (feet)  ADJUSTED  
 OM0459  ___________________________________________________________________
 OM0459  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 OM0459  DYNAMIC HT  -         225.214 (meters)     738.89  (feet)  COMP
 OM0459  MODELED GRAV-     980,356.3   (mgal)                       NAVD 88
 OM0459
 OM0459  VERT ORDER  -  SECOND    CLASS 0
 OM0459
 OM0459.The horizontal coordinates were scaled from a topographic map and have
 OM0459.an estimated accuracy of +/- 6 seconds.
 OM0459
 OM0459.The orthometric height was determined by differential leveling
 OM0459.and adjusted by the National Geodetic Survey in June 1991..
 OM0459
 OM0459.The geoid height was determined by GEOID03.
 OM0459
 OM0459.The dynamic height is computed by dividing the NAVD 88
 OM0459.geopotential number by the normal gravity value computed on the
 OM0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0459.degrees latitude (g = 980.6199 gals.).
 OM0459
 OM0459.The modeled gravity was interpolated from observed gravity values.
 OM0459
 OM0459;                    North         East    Units  Estimated Accuracy
 OM0459;SPC WI S     -   129,240.      610,590.      MT  (+/- 180 meters Scaled)
 OM0459
 OM0459                          SUPERSEDED SURVEY CONTROL
 OM0459
 OM0459  NGVD 29 (??/??/92)  225.332  (m)          739.28   (f) ADJ UNCH    2 0
 OM0459
 OM0459.Superseded values are not recommended for survey control.
 OM0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0459.See file dsdata.txt to determine how the superseded data were derived.
 OM0459
 OM0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN667829(NAD 83)
 OM0459_MARKER: DB = BENCH MARK DISK
 OM0459_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OM0459_SP_SET: BRIDGE ABUTMENT
 OM0459_STAMPING: N 108 1934
 OM0459_MARK LOGO: CGS   
 OM0459_MAGNETIC: N = NO MAGNETIC MATERIAL
 OM0459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM0459+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2003
 OM0459
 OM0459  HISTORY     - Date     Condition        Report By
 OM0459  HISTORY     - 1934     MONUMENTED       CGS
 OM0459  HISTORY     - 20030919 GOOD             WIDT
 OM0459
 OM0459                          STATION DESCRIPTION
 OM0459
 OM0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0459'2.2 MI E FROM ARENA.
 OM0459'2.2 MILES EAST OF ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND
 OM0459'PACIFIC RAILROAD 10 POLES EAST OF MILEPOST 122 AT BRIDGE B-250.
 OM0459'SET IN THE EAST BACKWALL, 9 FEET SOUTH OF THE CENTER LINE OF
 OM0459'THE TRACK, 1.5 FEET BELOW RAIL LEVEL.
 OM0459
 OM0459                          STATION RECOVERY (2003)
 OM0459
 OM0459'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (TSS)
 OM0459'OWNERSHIP-- WISCONSIN AND SOUTHERN RAILROAD.  TO REACH THE STATION
 OM0459'FROM THE JUNCTION OF US HIGHWAY 14 WITH STATE HIGHWAYS 19 AND 78 ABOUT
 OM0459'1.0 MI (1.61 KM) EAST OF THE VILLAGE OF MAZOMANIE, GO WEST ON US
 OM0459'HIGHWAY 14 FOR 5.0 MI (8.05 KM) TO BLYNN ROAD ON THE RIGHT, TURN RIGHT
 OM0459'AND GO NORTH FOR 0.1 MI (0.16 KM) ON BLYNN ROAD FOR 0.1 MI (0.16 KM)
 OM0459'TO THE WISCONSIN AND SOUTHERN RAILROAD, TURN LEFT AND GO WEST ALONG
 OM0459'THE RAILS FOR 0.4 MI (0.64 KM) TO THE STATION ON THE LEFT, SET IN THE
 OM0459'TOP OF THE SOUTH END OF THE EAST ABUTMENT OF A BRIDGE SPANNING BLACK
 OM0459'EARTH CREEK.  THE STATION IS A BRASS US COAST AND GEODETIC SURVEY
 OM0459'BENCH MARK DISK SET IN A SMALL BRIDGE ABUTMENT ABOUT 0.3 M (1.0 FT)
 OM0459'BELOW THE RAILS.  THE STATION IS 2.7 M (8.9 FT) SOUTH OF THE CENTER OF
 OM0459'THE RAILS, 0.15 NORTH OF THE SOUTH END LEVEL EDGE OF THE
 OM0459'ABUTMENT.---NOTE---VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES IN
 OM0459'ALL QUADRANTS EXTENDING TO MORE THAN 25 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0484 ***********************************************************************
 OM0484  DESIGNATION -  N 109
 OM0484  PID         -  OM0484
 OM0484  STATE/COUNTY-  WI/SAUK
 OM0484  USGS QUAD   -  NORTH FREEDOM (1975)
 OM0484
 OM0484                         *CURRENT SURVEY CONTROL
 OM0484  ___________________________________________________________________
 OM0484* NAD 83(1986)-  43 27 35.     (N)    089 45 18.     (W)     SCALED    
 OM0484* NAVD 88     -       266.958  (meters)     875.84   (feet)  ADJUSTED  
 OM0484  ___________________________________________________________________
 OM0484  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 OM0484  DYNAMIC HT  -         266.885 (meters)     875.61  (feet)  COMP
 OM0484  MODELED GRAV-     980,342.2   (mgal)                       NAVD 88
 OM0484
 OM0484  VERT ORDER  -  SECOND    CLASS 0
 OM0484
 OM0484.The horizontal coordinates were scaled from a topographic map and have
 OM0484.an estimated accuracy of +/- 6 seconds.
 OM0484
 OM0484.The orthometric height was determined by differential leveling
 OM0484.and adjusted by the National Geodetic Survey in June 1991..
 OM0484
 OM0484.The geoid height was determined by GEOID03.
 OM0484
 OM0484.The dynamic height is computed by dividing the NAVD 88
 OM0484.geopotential number by the normal gravity value computed on the
 OM0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0484.degrees latitude (g = 980.6199 gals.).
 OM0484
 OM0484.The modeled gravity was interpolated from observed gravity values.
 OM0484
 OM0484;                    North         East    Units  Estimated Accuracy
 OM0484;SPC WI S     -   162,190.      619,830.      MT  (+/- 180 meters Scaled)
 OM0484
 OM0484                          SUPERSEDED SURVEY CONTROL
 OM0484
 OM0484  NGVD 29 (??/??/92)  266.995  (m)          875.97   (f) ADJ UNCH    2 0
 OM0484
 OM0484.Superseded values are not recommended for survey control.
 OM0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0484.See file dsdata.txt to determine how the superseded data were derived.
 OM0484
 OM0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP771155(NAD 83)
 OM0484_MARKER: DB = BENCH MARK DISK
 OM0484_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OM0484_SP_SET: CULVERT
 OM0484_STAMPING: N-109 1934
 OM0484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0484
 OM0484  HISTORY     - Date     Condition        Report By
 OM0484  HISTORY     - 1934     MONUMENTED       CGS
 OM0484
 OM0484                          STATION DESCRIPTION
 OM0484
 OM0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0484'1.2 MI SW FROM BARABOO.
 OM0484'1.2 MILES SOUTHWEST OF SAUK COURT HOUSE ALONG U.S. HIGHWAY 12.
 OM0484'SET IN THE NORTHEAST END OF THE EAST HEADWALL OF 4 FOOT BY 4
 OM0484'FOOT CONCRETE CULVERT, 18 FEET EAST OF THE CENTER LINE OF THE
 OM0484'HIGHWAY, 36 FEET EAST OF THE CENTER LINE OF ROAD TO FARMHOUSE,
 OM0484'0.5 FOOT BELOW ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0019 ***********************************************************************
 NJ0019  DESIGNATION -  N 110
 NJ0019  PID         -  NJ0019
 NJ0019  STATE/COUNTY-  WI/GRANT
 NJ0019  USGS QUAD   -  PLATTEVILLE (1952)
 NJ0019
 NJ0019                         *CURRENT SURVEY CONTROL
 NJ0019  ___________________________________________________________________
 NJ0019* NAD 83(1986)-  42 40 53.     (N)    090 25 50.     (W)     SCALED    
 NJ0019* NAVD 88     -       310.844  (meters)    1019.83   (feet)  ADJUSTED  
 NJ0019  ___________________________________________________________________
 NJ0019  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 NJ0019  DYNAMIC HT  -         310.750 (meters)    1019.52  (feet)  COMP
 NJ0019  MODELED GRAV-     980,309.6   (mgal)                       NAVD 88
 NJ0019
 NJ0019  VERT ORDER  -  SECOND    CLASS 0
 NJ0019
 NJ0019.The horizontal coordinates were scaled from a topographic map and have
 NJ0019.an estimated accuracy of +/- 6 seconds.
 NJ0019
 NJ0019.The orthometric height was determined by differential leveling
 NJ0019.and adjusted by the National Geodetic Survey in June 1991..
 NJ0019
 NJ0019.The geoid height was determined by GEOID03.
 NJ0019
 NJ0019.The dynamic height is computed by dividing the NAVD 88
 NJ0019.geopotential number by the normal gravity value computed on the
 NJ0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0019.degrees latitude (g = 980.6199 gals.).
 NJ0019
 NJ0019.The modeled gravity was interpolated from observed gravity values.
 NJ0019
 NJ0019;                    North         East    Units  Estimated Accuracy
 NJ0019;SPC WI S     -    75,790.      564,710.      MT  (+/- 180 meters Scaled)
 NJ0019
 NJ0019                          SUPERSEDED SURVEY CONTROL
 NJ0019
 NJ0019  NGVD 29 (??/??/92)  310.913  (m)         1020.05   (f) ADJ UNCH    2 0
 NJ0019
 NJ0019.Superseded values are not recommended for survey control.
 NJ0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0019.See file dsdata.txt to determine how the superseded data were derived.
 NJ0019
 NJ0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH105286(NAD 83)
 NJ0019_MARKER: DB = BENCH MARK DISK
 NJ0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0019_STAMPING: N 110 1934
 NJ0019_PROJECTION: FLUSH
 NJ0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0019+STABILITY: SURFACE MOTION
 NJ0019
 NJ0019  HISTORY     - Date     Condition        Report By
 NJ0019  HISTORY     - 1934     MONUMENTED       CGS
 NJ0019  HISTORY     - 19970708 MARK NOT FOUND   NGS
 NJ0019  HISTORY     - 19980831 MARK NOT FOUND   USPSQD
 NJ0019
 NJ0019                          STATION DESCRIPTION
 NJ0019
 NJ0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0019'2 MI S FROM IPSWICH.
 NJ0019'IN GRANT COUNTY, ABOUT 2.0 MILES SOUTH ALONG THE CHICAGO AND
 NJ0019'NORTH WESTERN RAILWAY FROM THE STATION AT IPSWICH, LAFAYETTE
 NJ0019'COUNTY, ABOUT 4 POLES SOUTH OF MILEPOST 168, AT A ROAD CROSSING,
 NJ0019'33 FEET NORTH OF THE CENTER LINE OF THE ROAD, 19 FEET WEST OF THE
 NJ0019'CENTER LINE OF THE TRACK, 4 FEET EAST OF A FENCE CORNER, AND
 NJ0019'ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED N 110
 NJ0019'1934 AND SET IN THE TOP OF A CONCRETE POST.
 NJ0019
 NJ0019                          STATION RECOVERY (1997)
 NJ0019
 NJ0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 NJ0019'THE STATION WAS SEARCHED FOR BUT NOT FOUND.
 NJ0019
 NJ0019                          STATION RECOVERY (1998)
 NJ0019
 NJ0019'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0019'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0041 ***********************************************************************
 NJ0041  DESIGNATION -  N 111
 NJ0041  PID         -  NJ0041
 NJ0041  STATE/COUNTY-  WI/LAFAYETTE
 NJ0041  USGS QUAD   -  SHULLSBURG (1976)
 NJ0041
 NJ0041                         *CURRENT SURVEY CONTROL
 NJ0041  ___________________________________________________________________
 NJ0041* NAD 83(1986)-  42 33 38.     (N)    090 08 00.     (W)     SCALED    
 NJ0041* NAVD 88     -       302.274  (meters)     991.71   (feet)  ADJUSTED  
 NJ0041  ___________________________________________________________________
 NJ0041  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 NJ0041  DYNAMIC HT  -         302.176 (meters)     991.39  (feet)  COMP
 NJ0041  MODELED GRAV-     980,290.6   (mgal)                       NAVD 88
 NJ0041
 NJ0041  VERT ORDER  -  SECOND    CLASS 0
 NJ0041
 NJ0041.The horizontal coordinates were scaled from a topographic map and have
 NJ0041.an estimated accuracy of +/- 6 seconds.
 NJ0041
 NJ0041.The orthometric height was determined by differential leveling
 NJ0041.and adjusted by the National Geodetic Survey in June 1991..
 NJ0041
 NJ0041.The geoid height was determined by GEOID03.
 NJ0041
 NJ0041.The dynamic height is computed by dividing the NAVD 88
 NJ0041.geopotential number by the normal gravity value computed on the
 NJ0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0041.degrees latitude (g = 980.6199 gals.).
 NJ0041
 NJ0041.The modeled gravity was interpolated from observed gravity values.
 NJ0041
 NJ0041;                    North         East    Units  Estimated Accuracy
 NJ0041;SPC WI S     -    62,280.      589,050.      MT  (+/- 180 meters Scaled)
 NJ0041
 NJ0041                          SUPERSEDED SURVEY CONTROL
 NJ0041
 NJ0041  NGVD 29 (??/??/92)  302.346  (m)          991.95   (f) ADJ UNCH    2 0
 NJ0041
 NJ0041.Superseded values are not recommended for survey control.
 NJ0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0041.See file dsdata.txt to determine how the superseded data were derived.
 NJ0041
 NJ0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH353160(NAD 83)
 NJ0041_MARKER: DB = BENCH MARK DISK
 NJ0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0041_STAMPING: N 111 1934
 NJ0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0041+STABILITY: SURFACE MOTION
 NJ0041
 NJ0041  HISTORY     - Date     Condition        Report By
 NJ0041  HISTORY     - 1934     MONUMENTED       CGS
 NJ0041  HISTORY     - 19981118 MARK NOT FOUND   USPSQD
 NJ0041
 NJ0041                          STATION DESCRIPTION
 NJ0041
 NJ0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NJ0041'AT DUNBARTON.
 NJ0041'AT DUNBARTON, LAFAYETTE COUNTY, ON THE CHICAGO, MILWAUKEE,
 NJ0041'ST. PAUL AND PACIFIC RAILROAD, 4 FEET EAST OF MILEPOST 7, AT
 NJ0041'THE CROSSING OF COUNTY ROAD P, 117 FEET WEST OF THE CENTER
 NJ0041'LINE OF THE ROAD, 17 FEET NORTH OF THE CENTER LINE OF THE
 NJ0041'TRACK, AND ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 NJ0041'N 111 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NJ0041
 NJ0041                          STATION RECOVERY (1998)
 NJ0041
 NJ0041'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0770 ***********************************************************************
 NH0770  DESIGNATION -  N 112
 NH0770  PID         -  NH0770
 NH0770  STATE/COUNTY-  WI/GREEN
 NH0770  USGS QUAD   -  JUDA (1982)
 NH0770
 NH0770                         *CURRENT SURVEY CONTROL
 NH0770  ___________________________________________________________________
 NH0770* NAD 83(1986)-  42 35 19.     (N)    089 30 13.     (W)     SCALED    
 NH0770* NAVD 88     -       250.688  (meters)     822.47   (feet)  ADJUSTED  
 NH0770  ___________________________________________________________________
 NH0770  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 NH0770  DYNAMIC HT  -         250.610 (meters)     822.21  (feet)  COMP
 NH0770  MODELED GRAV-     980,303.8   (mgal)                       NAVD 88
 NH0770
 NH0770  VERT ORDER  -  SECOND    CLASS 0
 NH0770
 NH0770.The horizontal coordinates were scaled from a topographic map and have
 NH0770.an estimated accuracy of +/- 6 seconds.
 NH0770
 NH0770.The orthometric height was determined by differential leveling
 NH0770.and adjusted by the National Geodetic Survey in June 1991..
 NH0770
 NH0770.The geoid height was determined by GEOID03.
 NH0770
 NH0770.The dynamic height is computed by dividing the NAVD 88
 NH0770.geopotential number by the normal gravity value computed on the
 NH0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0770.degrees latitude (g = 980.6199 gals.).
 NH0770
 NH0770.The modeled gravity was interpolated from observed gravity values.
 NH0770
 NH0770;                    North         East    Units  Estimated Accuracy
 NH0770;SPC WI S     -    65,510.      640,750.      MT  (+/- 180 meters Scaled)
 NH0770
 NH0770                          SUPERSEDED SURVEY CONTROL
 NH0770
 NH0770  NGVD 29 (??/??/92)  250.770  (m)          822.73   (f) ADJ UNCH    2 0
 NH0770
 NH0770.Superseded values are not recommended for survey control.
 NH0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0770.See file dsdata.txt to determine how the superseded data were derived.
 NH0770
 NH0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN945181(NAD 83)
 NH0770_MARKER: DB = BENCH MARK DISK
 NH0770_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0770_SP_SET: BRIDGE
 NH0770_STAMPING: N-112 1934
 NH0770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0770
 NH0770  HISTORY     - Date     Condition        Report By
 NH0770  HISTORY     - 1934     MONUMENTED       CGS
 NH0770  HISTORY     - 20010303 MARK NOT FOUND   NGS
 NH0770
 NH0770                          STATION DESCRIPTION
 NH0770
 NH0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NH0770'AT JUDA.
 NH0770'AT JUDA AT THE EAST EDGE OF THE TOWN AT 45 FOOT CONCRETE BRIDGE
 NH0770'ON STATE HIGHWAY 11.  SET IN THE SOUTHEAST WINGWALL.  0.5 FOOT
 NH0770'ABOVE ROAD LEVEL.
 NH0770
 NH0770                          STATION RECOVERY (2001)
 NH0770
 NH0770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0770'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0785 ***********************************************************************
 NH0785  DESIGNATION -  N 113
 NH0785  PID         -  NH0785
 NH0785  STATE/COUNTY-  WI/DANE
 NH0785  USGS QUAD   -  BELLEVILLE (1981)
 NH0785
 NH0785                         *CURRENT SURVEY CONTROL
 NH0785  ___________________________________________________________________
 NH0785* NAD 83(1986)-  42 51 34.     (N)    089 31 56.     (W)     SCALED    
 NH0785* NAVD 88     -       265.166  (meters)     869.97   (feet)  ADJUSTED  
 NH0785  ___________________________________________________________________
 NH0785  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 NH0785  DYNAMIC HT  -         265.092 (meters)     869.72  (feet)  COMP
 NH0785  MODELED GRAV-     980,336.5   (mgal)                       NAVD 88
 NH0785
 NH0785  VERT ORDER  -  SECOND    CLASS 0
 NH0785
 NH0785.The horizontal coordinates were scaled from a topographic map and have
 NH0785.an estimated accuracy of +/- 6 seconds.
 NH0785
 NH0785.The orthometric height was determined by differential leveling
 NH0785.and adjusted by the National Geodetic Survey in June 1991..
 NH0785
 NH0785.The geoid height was determined by GEOID03.
 NH0785
 NH0785.The dynamic height is computed by dividing the NAVD 88
 NH0785.geopotential number by the normal gravity value computed on the
 NH0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0785.degrees latitude (g = 980.6199 gals.).
 NH0785
 NH0785.The modeled gravity was interpolated from observed gravity values.
 NH0785
 NH0785;                    North         East    Units  Estimated Accuracy
 NH0785;SPC WI S     -    95,580.      638,230.      MT  (+/- 180 meters Scaled)
 NH0785
 NH0785                          SUPERSEDED SURVEY CONTROL
 NH0785
 NH0785  NGVD 29 (??/??/92)  265.240  (m)          870.21   (f) ADJ UNCH    2 0
 NH0785
 NH0785.Superseded values are not recommended for survey control.
 NH0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0785.See file dsdata.txt to determine how the superseded data were derived.
 NH0785
 NH0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN931483(NAD 83)
 NH0785_MARKER: DB = BENCH MARK DISK
 NH0785_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NH0785_SP_SET: WALL
 NH0785_STAMPING: N-113 1934
 NH0785_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0785
 NH0785  HISTORY     - Date     Condition        Report By
 NH0785  HISTORY     - 1934     MONUMENTED       CGS
 NH0785
 NH0785                          STATION DESCRIPTION
 NH0785
 NH0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NH0785'AT BELLEVILLE.
 NH0785'AT BELLEVILLE.  ALONG THE ILLINOIS CENTRAL RAILROAD AT THE DEPOT.
 NH0785'SET VERTICALLY IN THE NORTHWEST CORNER OF THE WEST WALL OF THE
 NH0785'DEPORT, 3 FEET SOUTH OF THE NORTHWEST CORNER, 3 FEET NORTH OF
 NH0785'THE MOST NORTHERLY WINDOW, 2.5 FEET ABOVE PLATFORM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH0014 ***********************************************************************
 NH0014  DESIGNATION -  N 114
 NH0014  PID         -  NH0014
 NH0014  STATE/COUNTY-  WI/WAUKESHA
 NH0014  USGS QUAD   -  GENESEE (1976)
 NH0014
 NH0014                         *CURRENT SURVEY CONTROL
 NH0014  ___________________________________________________________________
 NH0014* NAD 83(1986)-  42 59 53.     (N)    088 15 43.     (W)     SCALED    
 NH0014* NAVD 88     -       250.789  (meters)     822.80   (feet)  ADJUSTED  
 NH0014  ___________________________________________________________________
 NH0014  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 NH0014  DYNAMIC HT  -         250.721 (meters)     822.57  (feet)  COMP
 NH0014  MODELED GRAV-     980,342.0   (mgal)                       NAVD 88
 NH0014
 NH0014  VERT ORDER  -  SECOND    CLASS 0
 NH0014
 NH0014.The horizontal coordinates were scaled from a topographic map and have
 NH0014.an estimated accuracy of +/- 6 seconds.
 NH0014
 NH0014.The orthometric height was determined by differential leveling
 NH0014.and adjusted by the National Geodetic Survey in June 1991..
 NH0014
 NH0014.The geoid height was determined by GEOID03.
 NH0014
 NH0014.The dynamic height is computed by dividing the NAVD 88
 NH0014.geopotential number by the normal gravity value computed on the
 NH0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0014.degrees latitude (g = 980.6199 gals.).
 NH0014
 NH0014.The modeled gravity was interpolated from observed gravity values.
 NH0014
 NH0014;                    North         East    Units  Estimated Accuracy
 NH0014;SPC WI S     -   112,350.      741,710.      MT  (+/- 180 meters Scaled)
 NH0014
 NH0014                          SUPERSEDED SURVEY CONTROL
 NH0014
 NH0014  NGVD 29 (??/??/92)  250.861  (m)          823.03   (f) ADJ UNCH    2 0
 NH0014
 NH0014.Superseded values are not recommended for survey control.
 NH0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0014.See file dsdata.txt to determine how the superseded data were derived.
 NH0014
 NH0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN971613(NAD 83)
 NH0014_MARKER: DB = BENCH MARK DISK
 NH0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0014_STAMPING: N 114 1934
 NH0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0014+STABILITY: SURFACE MOTION
 NH0014
 NH0014  HISTORY     - Date     Condition        Report By
 NH0014  HISTORY     - 1934     MONUMENTED       CGS
 NH0014  HISTORY     - 20060821 MARK NOT FOUND   USPSQD
 NH0014
 NH0014                          STATION DESCRIPTION
 NH0014
 NH0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NH0014'2.3 MI SW FROM WAUKESHA.
 NH0014'2.3 MILES SOUTHWEST ALONG THE CHICAGO MILWAUKEE ST. PAUL AND
 NH0014'PACIFIC RAILROAD FROM THE POST OFFICE AT WAUKESHA, WAUKESHA
 NH0014'COUNTY, 29 FEET SOUTHWEST OF THE CENTER OF A ROAD CROSSING, 38
 NH0014'FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, AND LEVEL WITH THE
 NH0014'RAIL.  A STANDARD DISK, STAMPED N 114 1934 AND SET IN THE TOP
 NH0014'OF A CONCRETE POST.
 NH0014
 NH0014                          STATION RECOVERY (2006)
 NH0014
 NH0014'RECOVERY NOTE BY US POWER SQUADRON 2006
 NH0014'STATION WAS NOT RECOVERED.  THE DESCRIPTION IS NO LONGER ADEQUATE.
 NH0014'THE CROSSING ROAD IN THE 1934 DESCRIPTION IS MAC ARTHUR ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0106 ***********************************************************************
 RM0106  DESIGNATION -  N 12
 RM0106  PID         -  RM0106
 RM0106  STATE/COUNTY-  WI/IRON
 RM0106  USGS QUAD   -  IRONWOOD (1981)
 RM0106
 RM0106                         *CURRENT SURVEY CONTROL
 RM0106  ___________________________________________________________________
 RM0106* NAD 83(1986)-  46 23 14.     (N)    090 08 37.     (W)     SCALED    
 RM0106* NAVD 88     -       461.101  (meters)    1512.80   (feet)  ADJUSTED  
 RM0106  ___________________________________________________________________
 RM0106  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 RM0106  DYNAMIC HT  -         461.102 (meters)    1512.80  (feet)  COMP
 RM0106  MODELED GRAV-     980,603.2   (mgal)                       NAVD 88
 RM0106
 RM0106  VERT ORDER  -  FIRST     CLASS II
 RM0106
 RM0106.The horizontal coordinates were scaled from a topographic map and have
 RM0106.an estimated accuracy of +/- 6 seconds.
 RM0106
 RM0106.The orthometric height was determined by differential leveling
 RM0106.and adjusted by the National Geodetic Survey in June 1991..
 RM0106
 RM0106.The geoid height was determined by GEOID03.
 RM0106
 RM0106.The dynamic height is computed by dividing the NAVD 88
 RM0106.geopotential number by the normal gravity value computed on the
 RM0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0106.degrees latitude (g = 980.6199 gals.).
 RM0106
 RM0106.The modeled gravity was interpolated from observed gravity values.
 RM0106
 RM0106;                    North         East    Units  Estimated Accuracy
 RM0106;SPC WI N     -   135,670.      588,950.      MT  (+/- 180 meters Scaled)
 RM0106
 RM0106                          SUPERSEDED SURVEY CONTROL
 RM0106
 RM0106  NGVD 29 (??/??/92)  461.086  (m)         1512.75   (f) ADJ UNCH    1 2
 RM0106
 RM0106.Superseded values are not recommended for survey control.
 RM0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0106.See file dsdata.txt to determine how the superseded data were derived.
 RM0106
 RM0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM196410(NAD 83)
 RM0106_MARKER: DB = BENCH MARK DISK
 RM0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0106_STAMPING: N 12 1934
 RM0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0106+STABILITY: SURFACE MOTION
 RM0106
 RM0106  HISTORY     - Date     Condition        Report By
 RM0106  HISTORY     - 1934     MONUMENTED       CGS
 RM0106  HISTORY     - 1982     MARK NOT FOUND   NGS
 RM0106  HISTORY     - 20050831 MARK NOT FOUND   WIDT
 RM0106
 RM0106                          STATION DESCRIPTION
 RM0106
 RM0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RM0106'4.9 MI S FROM HURLEY.
 RM0106'4.9 MILES SOUTH ALONG THE CHICGAO AND NORTH WESTERN RAILWAY
 RM0106'FROM HURLEY, IRON COUNTY, 30 FEET NORTH OF A POINT 9 FEET
 RM0106'WEST OF THE NORTHWEST CORNER OF THE BOX-CAR STATION AT VAN
 RM0106'BUSKIRK, AT MILEAGE 322.8, 28 FEET WEST OF THE TRACK, AND IN
 RM0106'LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED N 12 1934
 RM0106'AND SET IN THE TOP OF A CONCRETE POST.
 RM0106
 RM0106                          STATION RECOVERY (1982)
 RM0106
 RM0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RM0106'NOT RECOVERED.  LINE REROUTED.
 RM0106
 RM0106                          STATION RECOVERY (2005)
 RM0106
 RM0106'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RM0106'MARK NOT FOUND.  ADD--NO EVIDENCE OF THE BOXCAR STATION REMAINS.
 RM0106'SEARCHED AREA IN LINE WITH TELEGRAPH POLES FOR EVIDENCE OF CORNER, BUT
 RM0106'RECOVERED NOTHING.   NOTE--THE RAILROAD TRACKS HAVE BEEN REMOVED AND
 RM0106'THE OLD RAILROAD BED NOW SERVES AS A SNOWMOBILE AND ATV TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NJ0469 ***********************************************************************
 NJ0469  DESIGNATION -  N 121
 NJ0469  PID         -  NJ0469
 NJ0469  STATE/COUNTY-  WI/GRANT
 NJ0469  USGS QUAD   -  BAGLEY (1962)
 NJ0469
 NJ0469                         *CURRENT SURVEY CONTROL
 NJ0469  ___________________________________________________________________
 NJ0469* NAD 83(1986)-  42 55 02.     (N)    091 07 07.     (W)     SCALED    
 NJ0469* NAVD 88     -       190.867  (meters)     626.20   (feet)  ADJUSTED  
 NJ0469  ___________________________________________________________________
 NJ0469  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 NJ0469  DYNAMIC HT  -         190.819 (meters)     626.05  (feet)  COMP
 NJ0469  MODELED GRAV-     980,364.1   (mgal)                       NAVD 88
 NJ0469
 NJ0469  VERT ORDER  -  FIRST     CLASS I
 NJ0469
 NJ0469.The horizontal coordinates were scaled from a topographic map and have
 NJ0469.an estimated accuracy of +/- 6 seconds.
 NJ0469
 NJ0469.The orthometric height was determined by differential leveling
 NJ0469.and adjusted by the National Geodetic Survey in June 1991..
 NJ0469
 NJ0469.The geoid height was determined by GEOID03.
 NJ0469
 NJ0469.The dynamic height is computed by dividing the NAVD 88
 NJ0469.geopotential number by the normal gravity value computed on the
 NJ0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0469.degrees latitude (g = 980.6199 gals.).
 NJ0469
 NJ0469.The modeled gravity was interpolated from observed gravity values.
 NJ0469
 NJ0469;                    North         East    Units  Estimated Accuracy
 NJ0469;SPC WI S     -   102,510.      508,670.      MT  (+/- 180 meters Scaled)
 NJ0469
 NJ0469                          SUPERSEDED SURVEY CONTROL
 NJ0469
 NJ0469  NGVD 29 (??/??/92)  190.915  (m)          626.36   (f) ADJ UNCH    1 1
 NJ0469
 NJ0469.Superseded values are not recommended for survey control.
 NJ0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0469.See file dsdata.txt to determine how the superseded data were derived.
 NJ0469
 NJ0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH535533(NAD 83)
 NJ0469_MARKER: DB = BENCH MARK DISK
 NJ0469_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NJ0469_SP_SET: RAILROAD ABUTMENT
 NJ0469_STAMPING: N 121 1970
 NJ0469_MARK LOGO: CGS   
 NJ0469_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NJ0469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0469+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2002
 NJ0469
 NJ0469  HISTORY     - Date     Condition        Report By
 NJ0469  HISTORY     - 1970     MONUMENTED       NGS
 NJ0469  HISTORY     - 19980930 GOOD             USPSQD
 NJ0469  HISTORY     - 20020917 GOOD             WIDT
 NJ0469
 NJ0469                          STATION DESCRIPTION
 NJ0469
 NJ0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0469'1.4 MI NW FROM BAGLEY.
 NJ0469'ABOUT 0.15 MILE SOUTH ALONG THE MAIN STREET FROM THE POST OFFICE
 NJ0469'AT BAGLEY, THENCE 1.3 MILES NORTHWEST ALONG THE BURLINGTON
 NJ0469'NORTHERN RAILROAD, OR ABOUT 2.45 MILES SOUTHEAST ALONG THE
 NJ0469'BURLINGTON NORTHERN RAILROAD FROM THE CROSSING OF THE RAILROAD
 NJ0469'AND A GRAVELED ROAD WHICH LEADS TO A PARK AND BOAT LANDING AT
 NJ0469'WYALUSING, 8.7 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 NJ0469'NORTHEAST TRACK, SET IN THE TOP OF THE NORTHEAST END OF THE
 NJ0469'NORTHWEST CONCRETE ABUTMENT OF RAILROAD BRIDGE NUMBER 229.60,
 NJ0469'64 FEET SOUTHWEST OF THE CENTER LINE OF COUNTY TRUNK ROAD X,
 NJ0469'AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.  SECTION 8,
 NJ0469'T 5N, R 6W.
 NJ0469
 NJ0469                          STATION RECOVERY (1998)
 NJ0469
 NJ0469'RECOVERY NOTE BY US POWER SQUADRON 1998
 NJ0469'RECOVERED IN GOOD CONDITION.
 NJ0469
 NJ0469                          STATION RECOVERY (2002)
 NJ0469
 NJ0469'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (DJH)
 NJ0469'OWNERSHIP--BURLINGTON NORTHERN.  TO REACH THE STATION FROM THE
 NJ0469'JUNCTION OF COUNTY HIGHWAY X WITH COUNTY HIGHWAY A AT THE INTERSECTION
 NJ0469'OF BAGLEY AVENUE WITH CHICAGO STREET IN THE VILLAGE OF BAGLEY, GO
 NJ0469'NORTHWEST ON COUNTY HIGHWAY X FOR 1.0 MI (1.61 KM) TO BOHRINGER LANE
 NJ0469'ON THE LEFT, CONTINUE NORTHWEST ON COUNTY HIGHWAY X FOR 0.2 MI (0.32
 NJ0469'KM) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE US COAST AND
 NJ0469'GEODETIC SURVEY BENCH MARK DISK SET IN THE EAST END OF THE NORTH
 NJ0469'ABUTMENT AND ABOUT 1 M (3.3 FT) BELOW THE RAILROAD TRACKS.  THE
 NJ0469'STATION IS 18.1 M (59.4 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 NJ0469'COUNTY HIGHWAY X, 17 M (55.8 FT) SOUTHWEST OF THE EXTENDED CENTERLINE
 NJ0469'OF GASNER HOLLOW ROAD, 2.7 M (8.9 FT) NORTH-NORTHEAST OF THE NORTHEAST
 NJ0469'RAIL.  ---NOTE---THE STATION HAS NO VISIBLE OBSTRUCTION EXTENDING
 NJ0469'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.  ---NOTE2---THE BRIDGE
 NJ0469'NUMBER IS --229.60--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0371 ***********************************************************************
 ON0371  DESIGNATION -  N 122
 ON0371  PID         -  ON0371
 ON0371  STATE/COUNTY-  WI/CRAWFORD
 ON0371  USGS QUAD   -  EASTMAN (1983)
 ON0371
 ON0371                         *CURRENT SURVEY CONTROL
 ON0371  ___________________________________________________________________
 ON0371* NAD 83(1986)-  43 12 07.     (N)    091 06 29.     (W)     SCALED    
 ON0371* NAVD 88     -       192.579  (meters)     631.82   (feet)  ADJUSTED  
 ON0371  ___________________________________________________________________
 ON0371  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 ON0371  DYNAMIC HT  -         192.535 (meters)     631.68  (feet)  COMP
 ON0371  MODELED GRAV-     980,390.0   (mgal)                       NAVD 88
 ON0371
 ON0371  VERT ORDER  -  FIRST     CLASS I
 ON0371
 ON0371.The horizontal coordinates were scaled from a topographic map and have
 ON0371.an estimated accuracy of +/- 6 seconds.
 ON0371
 ON0371.The orthometric height was determined by differential leveling
 ON0371.and adjusted by the National Geodetic Survey in June 1991..
 ON0371
 ON0371.The geoid height was determined by GEOID03.
 ON0371
 ON0371.The dynamic height is computed by dividing the NAVD 88
 ON0371.geopotential number by the normal gravity value computed on the
 ON0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0371.degrees latitude (g = 980.6199 gals.).
 ON0371
 ON0371.The modeled gravity was interpolated from observed gravity values.
 ON0371
 ON0371;                    North         East    Units  Estimated Accuracy
 ON0371;SPC WI S     -   134,120.      509,950.      MT  (+/- 180 meters Scaled)
 ON0371
 ON0371                          SUPERSEDED SURVEY CONTROL
 ON0371
 ON0371  NGVD 29 (??/??/92)  192.631  (m)          631.99   (f) ADJ UNCH    1 1
 ON0371
 ON0371.Superseded values are not recommended for survey control.
 ON0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0371.See file dsdata.txt to determine how the superseded data were derived.
 ON0371
 ON0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH537849(NAD 83)
 ON0371_MARKER: DB = BENCH MARK DISK
 ON0371_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ON0371_SP_SET: CULVERT
 ON0371_STAMPING: N 122 1970
 ON0371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0371
 ON0371  HISTORY     - Date     Condition        Report By
 ON0371  HISTORY     - 1970     MONUMENTED       NGS
 ON0371
 ON0371                          STATION DESCRIPTION
 ON0371
 ON0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0371'0.8 MI SW FROM LOCK AND DAM NUMBER 9.
 ON0371'ABOUT 0.8 MILE SOUTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD
 ON0371'FROM LOCK AND DAM NUMBER 9, 0.25 MILE NORTHEAST OF MILEPOST
 ON0371'250, 10 1/2 RAILS SOUTHWEST OF THE CROSSING OF THE RAILROAD
 ON0371'AND A GRAVELED ROAD WHICH LEADS TO HEYERS BOAT DOCK, 60 FEET
 ON0371'SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK, 44 FEET
 ON0371'NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY 35, SET IN THE
 ON0371'TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE HEADWALL
 ON0371'OF A 7- X 11-FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY, ABOUT
 ON0371'15 FEET BELOW THE LEVEL OF THE HIGHWAY, AND ABOUT 5 1/2 FEET
 ON0371'BELOW THE LEVEL OF THE TRACK.  SECTION 5, T 8N, R 6W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0435 ***********************************************************************
 ON0435  DESIGNATION -  N 123
 ON0435  PID         -  ON0435
 ON0435  STATE/COUNTY-  WI/VERNON
 ON0435  USGS QUAD   -  DE SOTO (1983)
 ON0435
 ON0435                         *CURRENT SURVEY CONTROL
 ON0435  ___________________________________________________________________
 ON0435* NAD 83(1986)-  43 29 38.     (N)    091 12 57.     (W)     SCALED    
 ON0435* NAVD 88     -       194.624  (meters)     638.53   (feet)  ADJUSTED  
 ON0435  ___________________________________________________________________
 ON0435  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 ON0435  DYNAMIC HT  -         194.587 (meters)     638.41  (feet)  COMP
 ON0435  MODELED GRAV-     980,422.9   (mgal)                       NAVD 88
 ON0435
 ON0435  VERT ORDER  -  FIRST     CLASS I
 ON0435
 ON0435.The horizontal coordinates were scaled from a topographic map and have
 ON0435.an estimated accuracy of +/- 6 seconds.
 ON0435
 ON0435.The orthometric height was determined by differential leveling
 ON0435.and adjusted by the National Geodetic Survey in June 1991..
 ON0435
 ON0435.The geoid height was determined by GEOID03.
 ON0435
 ON0435.The dynamic height is computed by dividing the NAVD 88
 ON0435.geopotential number by the normal gravity value computed on the
 ON0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0435.degrees latitude (g = 980.6199 gals.).
 ON0435
 ON0435.The modeled gravity was interpolated from observed gravity values.
 ON0435
 ON0435;                    North         East    Units  Estimated Accuracy
 ON0435;SPC WI S     -   166,670.      501,670.      MT  (+/- 180 meters Scaled)
 ON0435
 ON0435                          SUPERSEDED SURVEY CONTROL
 ON0435
 ON0435  NGVD 29 (??/??/92)  194.663  (m)          638.66   (f) ADJ UNCH    1 1
 ON0435
 ON0435.Superseded values are not recommended for survey control.
 ON0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0435.See file dsdata.txt to determine how the superseded data were derived.
 ON0435
 ON0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ442172(NAD 83)
 ON0435_MARKER: DB = BENCH MARK DISK
 ON0435_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ON0435_SP_SET: 31 1/2 FEET
 ON0435_STAMPING: N 123 1970
 ON0435_MARK LOGO: CGS   
 ON0435_PROJECTION: FLUSH
 ON0435_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ON0435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON0435+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2003
 ON0435
 ON0435  HISTORY     - Date     Condition        Report By
 ON0435  HISTORY     - 1970     MONUMENTED       NGS
 ON0435  HISTORY     - 20030412 GOOD             WIDT
 ON0435
 ON0435                          STATION DESCRIPTION
 ON0435
 ON0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0435'0.6 MI N FROM VICTORY.
 ON0435'ABOUT 0.65 MILE NORTH ALONG THE BURLINGTON NORTHERN RAILROAD
 ON0435'FROM THE JUNCTION OF STATE HIGHWAY 35 AND COUNTY ROAD UU AT
 ON0435'VICTORY, 345 FEET SOUTH OF MILEPOST 275, 133 FEET NORTH OF
 ON0435'SEMAPHORE SIGNAL NUMBER N 274.9, 43.7 FEET EAST OF THE EAST
 ON0435'RAIL OF THE EAST TRACK, 3.4 FEET SOUTH OF A TELEPHONE POLE,
 ON0435'81 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 35, 1.0 FOOT
 ON0435'NORTH OF A METAL WITNESS POST, ABOUT 15 FEET BELOW THE LEVEL
 ON0435'OF THE HIGHWAY, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND ON
 ON0435'THE TOP OF A COPPER COATED ROD THAT IS DRIVEN TO REFUSAL AT A
 ON0435'DEPTH OF 31 1/2 FEET AND IS ENCASED IN A 4-INCH IRON PIPE WHICH
 ON0435'PROJECTS 1 INCH.  SECTION 28, T 12N, R 7W.
 ON0435
 ON0435                          STATION RECOVERY (2003)
 ON0435
 ON0435'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 ON0435'OWNERSHIP--BURLINGTON NORTHERN RAILROAD.  TO REACH THE STATION FROM
 ON0435'THE NORTH JUNCTION OF STATE HIGHWAY WITH STATE HIGHWAY 82 IN THE
 ON0435'VILLAGE OF DE SOTO, GO NORTH ON STATE HIGHWAY 35 FOR 0.6 MI (0.97 KM)
 ON0435'TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE US COAST AND
 ON0435'GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP OF A METAL PIPE DRIVEN
 ON0435'INTO THE GROUND ABOUT 8 M (26.2 FT) BELOW THE RAILROAD TRACKS.  THE
 ON0435'STATION IS 41 M (134.5 FT) NORTH-NORTHEAST OF A SEMAPHONE, 33 M (108.3
 ON0435'FT) NORTH OF A TELEPHONE POLE, 13.2 M (43.3 FT) EAST OF THE EASTERN
 ON0435'MOST RAIL, 4 M (13.1 FT) EAST OF THE CENTER DIRT ROAD RUNNING ALONG
 ON0435'THE TRACK AND 0.3 M (1.0 FT) NORTH OF AN ORANGE METAL WITNESS POST.
 ON0435'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER
 ON0435'THAN 22 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0251 ***********************************************************************
 ON0251  DESIGNATION -  N 124
 ON0251  PID         -  ON0251
 ON0251  STATE/COUNTY-  WI/LA CROSSE
 ON0251  USGS QUAD   -  LA CRESCENT (1991)
 ON0251
 ON0251                         *CURRENT SURVEY CONTROL
 ON0251  ___________________________________________________________________
 ON0251* NAD 83(1986)-  43 47 58.     (N)    091 15 00.     (W)     SCALED    
 ON0251* NAVD 88     -       203.122  (meters)     666.41   (feet)  ADJUSTED  
 ON0251  ___________________________________________________________________
 ON0251  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 ON0251  DYNAMIC HT  -         203.085 (meters)     666.29  (feet)  COMP
 ON0251  MODELED GRAV-     980,435.0   (mgal)                       NAVD 88
 ON0251
 ON0251  VERT ORDER  -  FIRST     CLASS I
 ON0251
 ON0251.The horizontal coordinates were scaled from a topographic map and have
 ON0251.an estimated accuracy of +/- 6 seconds.
 ON0251
 ON0251.The orthometric height was determined by differential leveling
 ON0251.and adjusted by the National Geodetic Survey in June 1991..
 ON0251
 ON0251.The geoid height was determined by GEOID03.
 ON0251
 ON0251.The dynamic height is computed by dividing the NAVD 88
 ON0251.geopotential number by the normal gravity value computed on the
 ON0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0251.degrees latitude (g = 980.6199 gals.).
 ON0251
 ON0251.The modeled gravity was interpolated from observed gravity values.
 ON0251
 ON0251;                    North         East    Units  Estimated Accuracy
 ON0251;SPC WI S     -   200,660.      499,410.      MT  (+/- 180 meters Scaled)
 ON0251
 ON0251                          SUPERSEDED SURVEY CONTROL
 ON0251
 ON0251  NGVD 29 (??/??/92)  203.140  (m)          666.47   (f) ADJ UNCH    1 1
 ON0251
 ON0251.Superseded values are not recommended for survey control.
 ON0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0251.See file dsdata.txt to determine how the superseded data were derived.
 ON0251
 ON0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ407510(NAD 83)
 ON0251_MARKER: DB = BENCH MARK DISK
 ON0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0251_STAMPING: N 124 1970
 ON0251_MARK LOGO: NONE  
 ON0251_MAGNETIC: N = NO MAGNETIC MATERIAL
 ON0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0251+STABILITY: SURFACE MOTION
 ON0251_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0251+SATELLITE: SATELLITE OBSERVATIONS - 2004
 ON0251
 ON0251  HISTORY     - Date     Condition        Report By
 ON0251  HISTORY     - 1970     MONUMENTED       NGS
 ON0251  HISTORY     - 20030520 GOOD             USPSQD
 ON0251  HISTORY     - 2004     GOOD             WIDT
 ON0251
 ON0251                          STATION DESCRIPTION
 ON0251
 ON0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0251'2 MI NW FROM LA CROSSE.
 ON0251'ABOUT 2.0 MILES NORTHWEST ALONG U.S. HIGHWAY 14 AND 61 FROM THE
 ON0251'STATE OFFICE BUILDING AT LA CROSSE, THENCE 0.05 MILE NORTH ALONG
 ON0251'5TH AVENUE S., AT THE SOUTHWEST CORNER OF HOOD PARK, 51 FEET
 ON0251'NORTHEAST OF THE CENTER OF THE INTERSECTION OF 5TH AVENUE S.
 ON0251'AND HOOD STREET, 39 FEET NORTH OF THE CENTER LINE OF HOOD
 ON0251'STREET, 33.6 FEET EAST OF THE CENTER LINE OF 5TH AVENUE S., 17
 ON0251'FEET NORTH OF A FIRE HYDRANT, 3.0 FEET NORTH OF A 3-INCH METAL
 ON0251'FENCE POST AT THE SOUTH END OF A CHAIN LINK FENCE, 0.8 FOOT
 ON0251'WEST OF A FENCE, 0.8 FEET EAST OF THE EAST EDGE OF A CONCRETE
 ON0251'SIDEWALK, ABOUT LEVEL WITH THE STREET, AND SET IN THE TOP OF A
 ON0251'CONCRETE POST WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 ON0251
 ON0251                          STATION RECOVERY (2003)
 ON0251
 ON0251'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 ON0251'RECOVERED IN GOOD CONDITION.  TREES SURROUNDING THE STATION WOULD
 ON0251'OBSTRUCT SATELLITE OBSERVATIONS.
 ON0251
 ON0251                          STATION RECOVERY (2004)
 ON0251
 ON0251'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 ON0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 2 MI (3173.63 KM) NORTHWEST
 ON0251'FROM LA CROSSE.  ABOUT 2.0 MI (3.22 KM) NORTHWEST ALONG U.S. HIGHWAY
 ON0251'14 AND 61 FROM THE STATE OFFICE BUILDING AT LA CROSSE, THENCE 0.05 MI
 ON0251'(0.08 KM) NORTH ALONG 5TH AVENUE S., AT THE SOUTHWEST CORNER OF HOOD
 ON0251'PARK, 51 FT (15.5 M) NORTHEAST OF THE CENTER OF THE INTERSECTION OF
 ON0251'5TH AVENUE S.AND HOOD STREET, 39 FT (11.9 M) NORTH OF THE CENTER LINE
 ON0251'OF HOOD STREET, 33.6 FT (10.2 M) EAST OF THE CENTER LINE OF 5TH AVENUE
 ON0251'S., 17 FT (5.2 M) NORTH OF A FIRE HYDRANT, 3.0 FT (0.9 M) NORTH OF A
 ON0251'3-INCH (8 CM) METAL FENCE POST AT THE SOUTH END OF A CHAIN LINK FENCE,
 ON0251'0.8 FT (0.2 M) WEST OF A FENCE, 0.8 FT (0.2 M) EAST OF THE EAST EDGE
 ON0251'OF A CONCRETE SIDEWALK, ABOUT LEVEL WITH THE STREET, AND SET IN THE
 ON0251'TOP OF A CONCRETE POST WHICH IS 1 INCH (3 CM) BELOW THE SURFACE OF THE
 ON0251'GROUND.
 ON0251' 
 ON0251'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB) RECOVERED IN GOOD
 ON0251'CONDITION.  TREES SURROUNDING THE STATION WOULD OBSTRUCT SATELLITE
 ON0251'OBSERVATIONS.
 ON0251' 
 ON0251'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0424 ***********************************************************************
 PO0424  DESIGNATION -  N 125
 PO0424  PID         -  PO0424
 PO0424  STATE/COUNTY-  WI/BUFFALO
 PO0424  USGS QUAD   -  COCHRANE (1972)
 PO0424
 PO0424                         *CURRENT SURVEY CONTROL
 PO0424  ___________________________________________________________________
 PO0424* NAD 83(1986)-  44 13 41.     (N)    091 50 03.     (W)     SCALED    
 PO0424* NAVD 88     -       208.739  (meters)     684.84   (feet)  ADJUSTED  
 PO0424  ___________________________________________________________________
 PO0424  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 PO0424  DYNAMIC HT  -         208.707 (meters)     684.73  (feet)  COMP
 PO0424  MODELED GRAV-     980,460.2   (mgal)                       NAVD 88
 PO0424
 PO0424  VERT ORDER  -  FIRST     CLASS I
 PO0424
 PO0424.The horizontal coordinates were scaled from a topographic map and have
 PO0424.an estimated accuracy of +/- 6 seconds.
 PO0424
 PO0424.The orthometric height was determined by differential leveling
 PO0424.and adjusted by the National Geodetic Survey in June 1991..
 PO0424
 PO0424.The geoid height was determined by GEOID03.
 PO0424
 PO0424.The dynamic height is computed by dividing the NAVD 88
 PO0424.geopotential number by the normal gravity value computed on the
 PO0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0424.degrees latitude (g = 980.6199 gals.).
 PO0424
 PO0424.The modeled gravity was interpolated from observed gravity values.
 PO0424
 PO0424;                    North         East    Units  Estimated Accuracy
 PO0424;SPC WI C     -    45,520.      453,470.      MT  (+/- 180 meters Scaled)
 PO0424
 PO0424                          SUPERSEDED SURVEY CONTROL
 PO0424
 PO0424  NGVD 29 (??/??/92)  208.753  (m)          684.88   (f) ADJ UNCH    1 1
 PO0424
 PO0424.Superseded values are not recommended for survey control.
 PO0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0424.See file dsdata.txt to determine how the superseded data were derived.
 PO0424
 PO0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ931978(NAD 83)
 PO0424_MARKER: DB = BENCH MARK DISK
 PO0424_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PO0424_SP_SET: BRIDGE
 PO0424_STAMPING: N 125 1970
 PO0424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PO0424
 PO0424  HISTORY     - Date     Condition        Report By
 PO0424  HISTORY     - 1970     MONUMENTED       NGS
 PO0424
 PO0424                          STATION DESCRIPTION
 PO0424
 PO0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PO0424'AT COCHRANE.
 PO0424'AT COCHRANE, SET IN THE TOP OF THE SOUTHWEST CONCRETE RETAINING
 PO0424'WALL WHICH SURROUNDS THE SCALES AT THE LA CROSSE MILLING COMPANY
 PO0424'ELEVATORS, 70 FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY
 PO0424'35, 65 FEET NORTHWEST OF THE CENTER LINE OF 5TH STREET, 12.0 FEET
 PO0424'EAST OF THE EAST CORNER OF A CONCRETE BLOCK BUILDING, 7.5 FEET
 PO0424'NORTHWEST OF THE SOUTH CORNER OF THE SCALES, AND ABOUT 2 FEET
 PO0424'BELOW THE LEVEL OF THE HIGHWAY.  SECTION 8, T 20N, R 12W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP0472 ***********************************************************************
 PP0472  DESIGNATION -  N 126
 PP0472  PID         -  PP0472
 PP0472  STATE/COUNTY-  WI/PIERCE
 PP0472  USGS QUAD   -  DIAMOND BLUFF WEST (1992)
 PP0472
 PP0472                         *CURRENT SURVEY CONTROL
 PP0472  ___________________________________________________________________
 PP0472* NAD 83(1986)-  44 40 52.     (N)    092 38 38.     (W)     SCALED    
 PP0472* NAVD 88     -       323.489  (meters)    1061.31   (feet)  ADJUSTED  
 PP0472  ___________________________________________________________________
 PP0472  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 PP0472  DYNAMIC HT  -         323.446 (meters)    1061.17  (feet)  COMP
 PP0472  MODELED GRAV-     980,474.5   (mgal)                       NAVD 88
 PP0472
 PP0472  VERT ORDER  -  FIRST     CLASS I
 PP0472
 PP0472.The horizontal coordinates were scaled from a topographic map and have
 PP0472.an estimated accuracy of +/- 6 seconds.
 PP0472
 PP0472.The orthometric height was determined by differential leveling
 PP0472.and adjusted by the National Geodetic Survey in June 1991..
 PP0472
 PP0472.The geoid height was determined by GEOID03.
 PP0472
 PP0472.The dynamic height is computed by dividing the NAVD 88
 PP0472.geopotential number by the normal gravity value computed on the
 PP0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0472.degrees latitude (g = 980.6199 gals.).
 PP0472
 PP0472.The modeled gravity was interpolated from observed gravity values.
 PP0472
 PP0472;                    North         East    Units  Estimated Accuracy
 PP0472;SPC WI C     -    97,620.      390,430.      MT  (+/- 180 meters Scaled)
 PP0472
 PP0472                          SUPERSEDED SURVEY CONTROL
 PP0472
 PP0472  NGVD 29 (??/??/92)  323.447  (m)         1061.18   (f) ADJ UNCH    1 1
 PP0472
 PP0472.Superseded values are not recommended for survey control.
 PP0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0472.See file dsdata.txt to determine how the superseded data were derived.
 PP0472
 PP0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK282475(NAD 83)
 PP0472_MARKER: DB = BENCH MARK DISK
 PP0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0472_STAMPING: N 126 1970
 PP0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0472+STABILITY: SURFACE MOTION
 PP0472
 PP0472  HISTORY     - Date     Condition        Report By
 PP0472  HISTORY     - 1970     MONUMENTED       NGS
 PP0472  HISTORY     - 20020921 MARK NOT FOUND   USPSQD
 PP0472  HISTORY     - 20030106 MARK NOT FOUND   WIDT
 PP0472
 PP0472                          STATION DESCRIPTION
 PP0472
 PP0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PP0472'8.8 MI NW FROM HAGER CITY.
 PP0472'ABOUT 0.35 MILE NORTH ALONG COUNTY ROAD VV FROM THE POST OFFICE AT
 PP0472'HAGER CITY, THENCE 8.45 MILES NORTHWEST ALONG COUNTY ROAD E, 270 FEET
 PP0472'NORTH OF THE EXTENDED CENTER LINE OF A DRIVEWAY WHICH LEADS WEST TO A
 PP0472'GROUP OF FARM BUILDINGS, 39 FEET EAST OF THE CENTER LINE OF THE ROAD,
 PP0472'4 FEET SOUTH OF A POWER POLE, 1.5 FEET NORTH OF A METAL WITNESS POST,
 PP0472'ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 PP0472'CONCRETE POST WHICH PROJECTS 3 INCHES.  SECTION 2, T 25N, R 19W.
 PP0472
 PP0472                          STATION RECOVERY (2002)
 PP0472
 PP0472'RECOVERY NOTE BY US POWER SQUADRON 2002 (KG)
 PP0472'MARK NOT FOUND.
 PP0472
 PP0472                          STATION RECOVERY (2003)
 PP0472
 PP0472'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PP0472'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0366 ***********************************************************************
 QL0366  DESIGNATION -  N 128
 QL0366  PID         -  QL0366
 QL0366  STATE/COUNTY-  WI/MARINETTE
 QL0366  USGS QUAD   -  HARMONY (1982)
 QL0366
 QL0366                         *CURRENT SURVEY CONTROL
 QL0366  ___________________________________________________________________
 QL0366* NAD 83(1986)-  45 02 48.     (N)    087 48 51.     (W)     SCALED    
 QL0366* NAVD 88     -       193.190  (meters)     633.82   (feet)  ADJUSTED  
 QL0366  ___________________________________________________________________
 QL0366  GEOID HEIGHT-         -36.59  (meters)                     GEOID03
 QL0366  DYNAMIC HT  -         193.173 (meters)     633.77  (feet)  COMP
 QL0366  MODELED GRAV-     980,528.3   (mgal)                       NAVD 88
 QL0366
 QL0366  VERT ORDER  -  FIRST     CLASS 0
 QL0366
 QL0366.The horizontal coordinates were scaled from a topographic map and have
 QL0366.an estimated accuracy of +/- 6 seconds.
 QL0366
 QL0366.The orthometric height was determined by differential leveling
 QL0366.and adjusted by the National Geodetic Survey in June 1991..
 QL0366
 QL0366.The geoid height was determined by GEOID03.
 QL0366
 QL0366.The dynamic height is computed by dividing the NAVD 88
 QL0366.geopotential number by the normal gravity value computed on the
 QL0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0366.degrees latitude (g = 980.6199 gals.).
 QL0366
 QL0366.The modeled gravity was interpolated from observed gravity values.
 QL0366
 QL0366;                    North         East    Units  Estimated Accuracy
 QL0366;SPC WI C     -   137,140.      772,180.      MT  (+/- 180 meters Scaled)
 QL0366
 QL0366                          SUPERSEDED SURVEY CONTROL
 QL0366
 QL0366.No superseded survey control is available for this station.
 QL0366
 QL0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ358884(NAD 83)
 QL0366_MARKER: DB = BENCH MARK DISK
 QL0366_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0366_SP_SET: 8 FEET
 QL0366_STAMPING: N 128 1972
 QL0366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0366+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2005
 QL0366
 QL0366  HISTORY     - Date     Condition        Report By
 QL0366  HISTORY     - 1972     MONUMENTED       NGS
 QL0366  HISTORY     - 1990     GOOD             USPSQD
 QL0366  HISTORY     - 19910606 GOOD             USPSQD
 QL0366  HISTORY     - 20011107 GOOD             USPSQD
 QL0366  HISTORY     - 20040425 GOOD             JCLS
 QL0366  HISTORY     - 20040426 GOOD             JCLS
 QL0366  HISTORY     - 20051212 GOOD             WIDT
 QL0366
 QL0366                          STATION DESCRIPTION
 QL0366
 QL0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0366'3.4 MI SW FROM PESHTIGO.
 QL0366'ABOUT 3.35 MILES SOUTHWEST ALONG U.S. HIGHWAY 41 FROM THE
 QL0366'HIGHWAY BRIDGE OVER THE PESHTIGO RIVER AT PESHTIGO, ABOUT 65
 QL0366'YARDS SOUTH OF THE EAST CORNER OF A LARGE RED BARN, 65 FEET
 QL0366'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 43 1/2 FEET WEST
 QL0366'OF THE NORTHWEST END OF A 24-INCH PIPE CULVERT UNDER THE HIGHWAY,
 QL0366'1 1/2 FEET SOUTHWEST OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER,
 QL0366'1 FOOT NORTHEAST OF A METAL WITNESS POST, 4 FEET BELOW THE LEVEL
 QL0366'OF THE HIGHWAY AND IS A DISK ON THE TOP OF A COPPER COATED STEEL
 QL0366'ROD THAT IS ENCASED IN A 6 INCH METAL PIPE THAT PROJECTS 4
 QL0366'INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO
 QL0366'A DEPTH OF 8 FEET.  SECTION 27, T 30N, R22E
 QL0366
 QL0366                          STATION RECOVERY (1990)
 QL0366
 QL0366'RECOVERY NOTE BY US POWER SQUADRON 1990 (RPT)
 QL0366'RECOVERED IN GOOD CONDITION.
 QL0366
 QL0366                          STATION RECOVERY (1991)
 QL0366
 QL0366'RECOVERY NOTE BY US POWER SQUADRON 1991 (RPT)
 QL0366'RECOVERED IN GOOD CONDITION.
 QL0366
 QL0366                          STATION RECOVERY (2001)
 QL0366
 QL0366'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 QL0366'RECOVERED IN GOOD CONDITION.
 QL0366
 QL0366                          STATION RECOVERY (2004)
 QL0366
 QL0366'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 QL0366'RECOVERED IN GOOD CONDITION.
 QL0366
 QL0366                          STATION RECOVERY (2004)
 QL0366
 QL0366'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 QL0366'RECOVERED IN GOOD CONDITION.
 QL0366
 QL0366                          STATION RECOVERY (2005)
 QL0366
 QL0366'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QL0366'RECOVERED IN GOOD CONDITION.   ADD THE RIGHT OF WAY POST IS NOW MADE
 QL0366'OF YELLOW PLASTIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0233 ***********************************************************************
 PM0233  DESIGNATION -  N 129
 PM0233  PID         -  PM0233
 PM0233  STATE/COUNTY-  WI/OCONTO
 PM0233  USGS QUAD   -  PENSAUKEE (1974)
 PM0233
 PM0233                         *CURRENT SURVEY CONTROL
 PM0233  ___________________________________________________________________
 PM0233* NAD 83(1986)-  44 46 41.     (N)    087 55 56.     (W)     SCALED    
 PM0233* NAVD 88     -       181.551  (meters)     595.64   (feet)  ADJUSTED  
 PM0233  ___________________________________________________________________
 PM0233  GEOID HEIGHT-         -36.37  (meters)                     GEOID03
 PM0233  DYNAMIC HT  -         181.532 (meters)     595.58  (feet)  COMP
 PM0233  MODELED GRAV-     980,512.5   (mgal)                       NAVD 88
 PM0233
 PM0233  VERT ORDER  -  FIRST     CLASS 0
 PM0233
 PM0233.The horizontal coordinates were scaled from a topographic map and have
 PM0233.an estimated accuracy of +/- 6 seconds.
 PM0233
 PM0233.The orthometric height was determined by differential leveling
 PM0233.and adjusted by the National Geodetic Survey in June 1991..
 PM0233
 PM0233.The geoid height was determined by GEOID03.
 PM0233
 PM0233.The dynamic height is computed by dividing the NAVD 88
 PM0233.geopotential number by the normal gravity value computed on the
 PM0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0233.degrees latitude (g = 980.6199 gals.).
 PM0233
 PM0233.The modeled gravity was interpolated from observed gravity values.
 PM0233
 PM0233;                    North         East    Units  Estimated Accuracy
 PM0233;SPC WI C     -   107,060.      763,640.      MT  (+/- 180 meters Scaled)
 PM0233
 PM0233                          SUPERSEDED SURVEY CONTROL
 PM0233
 PM0233.No superseded survey control is available for this station.
 PM0233
 PM0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ262587(NAD 83)
 PM0233_MARKER: DB = BENCH MARK DISK
 PM0233_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PM0233_SP_SET: 4.8 FT
 PM0233_STAMPING: N 129 1972
 PM0233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0233_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0233+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2005
 PM0233
 PM0233  HISTORY     - Date     Condition        Report By
 PM0233  HISTORY     - 1972     MONUMENTED       NGS
 PM0233  HISTORY     - 19901103 GOOD             USPSQD
 PM0233  HISTORY     - 19961002 GOOD             USPSQD
 PM0233  HISTORY     - 20021115 GOOD             USPSQD
 PM0233  HISTORY     - 20051208 GOOD             WIDT
 PM0233
 PM0233                          STATION DESCRIPTION
 PM0233
 PM0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0233'3.4 MI S FROM PENSAUKEE.
 PM0233'ABOUT 3.4 MILES SOUTH ALONG COUNTY ROAD S FROM THE BRIDGE OVER THE
 PM0233'PENSAUKEE RIVER AT PENSAUKEE, AT THE JUNCTION OF OAK ORCHARD ROAD
 PM0233'LEADING WEST, 47 FEET SOUTH OF THE CENTER OF THE JUNCTION, 43 FEET
 PM0233'SOUTHEAST OF THE CENTER LINE OF THE COUNTY ROAD, 38 1/2 FEET WEST OF
 PM0233'POWER POLE F6B-48-179, 17 FEET SOUTHWEST OF A FENCE CORNER POST, 1/2
 PM0233'FOOT NORTHWEST OF A FENCE LINE, 1 FOOT NORTHEAST OF A METAL WITNESS
 PM0233'POST, 4 FEET BELOW THE LEVEL OF THE COUNTY ROAD, AND IS A DISK ON THE
 PM0233'TOP OF A COPPER COATED STEEL ROD THAT IS ENCASED IN A 5 INCH METAL
 PM0233'PIPE THAT PROJECTS 3 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD
 PM0233'WAS DRIVEN TO REFUSAL AT A DEPTH OF 4.8 FEET.  SECTION 34, T 27N, R
 PM0233'21E.
 PM0233
 PM0233                          STATION RECOVERY (1990)
 PM0233
 PM0233'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEA)
 PM0233'RECOVERED IN GOOD CONDITION.
 PM0233
 PM0233                          STATION RECOVERY (1996)
 PM0233
 PM0233'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0233'RECOVERED IN GOOD CONDITION.
 PM0233
 PM0233                          STATION RECOVERY (2002)
 PM0233
 PM0233'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PM0233'RECOVERED IN GOOD CONDITION.  IT IS ABOUT 19 FEET SOUTHWEST OF A 3.3
 PM0233'FOOT HIGH GREEN CABLE JUNCTION BOX AND IN A TREE LINE.  TREES ARE
 PM0233'TALLER THAN 15 DEGREES ABOVE THE HORIZON TO THE EAST, OPEN IN ALL
 PM0233'OTHER DIRECTIONS.
 PM0233
 PM0233                          STATION RECOVERY (2005)
 PM0233
 PM0233'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0233'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0434 ***********************************************************************
 QM0434  DESIGNATION -  N 13
 QM0434  PID         -  QM0434
 QM0434  STATE/COUNTY-  WI/ONEIDA
 QM0434  USGS QUAD   -  WOODRUFF (1982)
 QM0434
 QM0434                         *CURRENT SURVEY CONTROL
 QM0434  ___________________________________________________________________
 QM0434* NAD 83(1986)-  45 53 48.     (N)    089 41 49.     (W)     SCALED    
 QM0434* NAVD 88     -       490.447  (meters)    1609.07   (feet)  ADJUSTED  
 QM0434  ___________________________________________________________________
 QM0434  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 QM0434  DYNAMIC HT  -         490.427 (meters)    1609.01  (feet)  COMP
 QM0434  MODELED GRAV-     980,559.3   (mgal)                       NAVD 88
 QM0434
 QM0434  VERT ORDER  -  FIRST     CLASS II
 QM0434
 QM0434.The horizontal coordinates were scaled from a topographic map and have
 QM0434.an estimated accuracy of +/- 6 seconds.
 QM0434
 QM0434.The orthometric height was determined by differential leveling
 QM0434.and adjusted by the National Geodetic Survey in June 1991..
 QM0434
 QM0434.The geoid height was determined by GEOID03.
 QM0434
 QM0434.The dynamic height is computed by dividing the NAVD 88
 QM0434.geopotential number by the normal gravity value computed on the
 QM0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0434.degrees latitude (g = 980.6199 gals.).
 QM0434
 QM0434.The modeled gravity was interpolated from observed gravity values.
 QM0434
 QM0434;                    North         East    Units  Estimated Accuracy
 QM0434;SPC WI N     -    81,180.      623,520.      MT  (+/- 180 meters Scaled)
 QM0434
 QM0434                          SUPERSEDED SURVEY CONTROL
 QM0434
 QM0434  NGVD 29 (??/??/92)  490.417  (m)         1608.98   (f) ADJ UNCH    1 2
 QM0434
 QM0434.Superseded values are not recommended for survey control.
 QM0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0434.See file dsdata.txt to determine how the superseded data were derived.
 QM0434
 QM0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR907861(NAD 83)
 QM0434_MARKER: DB = BENCH MARK DISK
 QM0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0434+STABILITY: SURFACE MOTION
 QM0434
 QM0434  HISTORY     - Date     Condition        Report By
 QM0434  HISTORY     - UNK      MONUMENTED       CGS
 QM0434  HISTORY     - 1934     GOOD             NGS
 QM0434  HISTORY     - 1939     GOOD             LOCENG
 QM0434  HISTORY     - 1982     MARK NOT FOUND   NGS
 QM0434  HISTORY     - 20050921 MARK NOT FOUND   WIDT
 QM0434
 QM0434                          STATION DESCRIPTION
 QM0434
 QM0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QM0434'AT WOODRUFF DEPOT.
 QM0434'ALONG THE C. AND N.W. R.R. 36 YDS W. OF WOODRUFF DEPOT IN SMALL
 QM0434'PARK.  MARK IS 25 YDS. E. OF CENTER OF U.S. HI-WAY 51, AND 20
 QM0434'YDS. N. OF CENTER OF STATE HI-WAY 47.  14 YDS. S. OF THE S.
 QM0434'RAIL, AND 1 YD. S. OF PARK FENCE.
 QM0434
 QM0434                          STATION RECOVERY (1939)
 QM0434
 QM0434'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1939
 QM0434'RECOVERED IN GOOD CONDITION.
 QM0434
 QM0434                          STATION RECOVERY (1982)
 QM0434
 QM0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QM0434'NOT RECOVERED.  LEVEL LINE REROUTED.  THE PARK IS NOW A PARKING LOT.
 QM0434
 QM0434                          STATION RECOVERY (2005)
 QM0434
 QM0434'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0434'MARK NOT FOUND. AREA HAS BEEN RE-DEVELOPED, IF MARK IS HERE IT IS
 QM0434'UNDER BLACKTOP OR UNDER THE BUILDINGS IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0070 ***********************************************************************
 PN0070  DESIGNATION -  N 130
 PN0070  PID         -  PN0070
 PN0070  STATE/COUNTY-  WI/BROWN
 PN0070  USGS QUAD   -  GREEN BAY WEST (1992)
 PN0070
 PN0070                         *CURRENT SURVEY CONTROL
 PN0070  ___________________________________________________________________
 PN0070* NAD 83(1986)-  44 31 05.     (N)    088 01 06.     (W)     SCALED    
 PN0070* NAVD 88     -       179.221  (meters)     587.99   (feet)  ADJUSTED  
 PN0070  ___________________________________________________________________
 PN0070  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 PN0070  DYNAMIC HT  -         179.198 (meters)     587.92  (feet)  COMP
 PN0070  MODELED GRAV-     980,489.3   (mgal)                       NAVD 88
 PN0070
 PN0070  VERT ORDER  -  FIRST     CLASS 0
 PN0070
 PN0070.The horizontal coordinates were scaled from a topographic map and have
 PN0070.an estimated accuracy of +/- 6 seconds.
 PN0070
 PN0070.The orthometric height was determined by differential leveling
 PN0070.and adjusted by the National Geodetic Survey in June 1991..
 PN0070.WARNING-Repeat measurements at this control monument indicate possible
 PN0070.vertical movement.
 PN0070
 PN0070.The geoid height was determined by GEOID03.
 PN0070
 PN0070.The dynamic height is computed by dividing the NAVD 88
 PN0070.geopotential number by the normal gravity value computed on the
 PN0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0070.degrees latitude (g = 980.6199 gals.).
 PN0070
 PN0070.The modeled gravity was interpolated from observed gravity values.
 PN0070
 PN0070;                    North         East    Units  Estimated Accuracy
 PN0070;SPC WI C     -    78,010.      757,530.      MT  (+/- 180 meters Scaled)
 PN0070
 PN0070                          SUPERSEDED SURVEY CONTROL
 PN0070
 PN0070.No superseded survey control is available for this station.
 PN0070
 PN0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ190299(NAD 83)
 PN0070_MARKER: DV = VERTICAL CONTROL DISK
 PN0070_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PN0070_SP_SET: COPPER-CLAD STEEL ROD
 PN0070_STAMPING: N 130 1972
 PN0070_MARK LOGO: NGS   
 PN0070_MAGNETIC: I = MARKER IS A STEEL ROD
 PN0070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0070+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2005
 PN0070
 PN0070  HISTORY     - Date     Condition        Report By
 PN0070  HISTORY     - 1972     MONUMENTED       NGS
 PN0070  HISTORY     - 1974     GOOD             NOS
 PN0070  HISTORY     - 1985     GOOD             NGS
 PN0070  HISTORY     - 19940504 GOOD             WI-009
 PN0070  HISTORY     - 19950818 MARK NOT FOUND   USPSQD
 PN0070  HISTORY     - 20020118 GOOD             INDIV
 PN0070  HISTORY     - 20030121 GOOD             USPSQD
 PN0070  HISTORY     - 20040629 GOOD             USPSQD
 PN0070  HISTORY     - 20050629 GOOD             USPSQD
 PN0070  HISTORY     - 20050803 GOOD             WIDT
 PN0070
 PN0070                          STATION DESCRIPTION
 PN0070
 PN0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PN0070'AT GREEN BAY.
 PN0070'AT GREEN BAY, AT THE CROSSING OF THE CHICAGO AND NORTH WESTERN
 PN0070'RAILWAY AND DOUSMAN STREET, 142 FEET SOUTHEAST OF AND ACROSS THE
 PN0070'TRACKS FROM THE SOUTHEAST CORNER OF THE RAILWAY STATION, 37.5
 PN0070'FEET EAST OF THE EAST RAIL OF THE NEAR TRACK, 25 FEET NORTH OF
 PN0070'THE NORTH CURB OF DOUSMAN STREET, 29 FEET EAST OF THE NORTHEAST
 PN0070'CORNER OF AN 8-FOOT SQUARE 1 FOOT HIGH CONCRETE WALL WITH A 3
 PN0070'FOOT SQUARE METAL MANHOLE COVER, 2.1 FEET NORTHEAST OF THE NORTHWEST
 PN0070'CORNER OF A MONUMENT WITH BRONZE PLAQUE MARKED HISTORICAL SOCIETY,
 PN0070'0.4 FOOT NORTH OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF
 PN0070'THE STREET AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD
 PN0070'THAT IS ENCASED IN A 5 INCH METAL PIPE THAT IS FLUSH WITH THE
 PN0070'GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 32 FEET.
 PN0070
 PN0070                          STATION RECOVERY (1974)
 PN0070
 PN0070'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1974
 PN0070'IN GREEN BAY, 0.15 MILE EAST ALONG DOUSMAN STREET FROM THE
 PN0070'INTERSECTION OF NORTH BROADWAY AND DOUSMAN STREET, 142 FT. SOUTHEAST
 PN0070'AND ACROSS THE TRACKS FROM THE SOUTHEAST CORNER OF THE CHICAGO AND
 PN0070'NORTHWESTERN RAILWAY STATION, 37.6 FT. EAST OF THE MOST EASTERLY RAIL,
 PN0070'29 FT. EAST OF A 6 FT. BY 6 FT. SQUARE CONCRETE SLAB, 25 FT. NORTH OF
 PN0070'THE NORTH CURB OF DOUSMAN ST., 1.1 FT. NORTHEAST OF THE NORTHWEST
 PN0070'CORNER OF A MONUMENT WITH A PLAQUE MARKED, HISTORICAL SOCIETY, 0.4
 PN0070'FT. NORTH OF A WITNESS POST, 1 FT. BELOW THE LEVEL OF THE ST., BEING
 PN0070'HIGHEAST POINT OVER CROSS AT CENTER OF BRONZE DISC ON TOP OF A COPPER
 PN0070'COATED STEEL ROD, ENCASED IN A METAL PIPE FLUSH WITH THE GROUND,
 PN0070'THE ROD WAS DRIVEN TO A DEPTH OF 30 FT.
 PN0070
 PN0070                          STATION RECOVERY (1985)
 PN0070
 PN0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0070'RECOVERED IN GOOD CONDITION.
 PN0070
 PN0070                          STATION RECOVERY (1994)
 PN0070
 PN0070'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0070'RECOVERED AS DESCRIBED.
 PN0070
 PN0070                          STATION RECOVERY (1995)
 PN0070
 PN0070'RECOVERY NOTE BY US POWER SQUADRON 1995
 PN0070'MARK NOT FOUND.
 PN0070
 PN0070                          STATION RECOVERY (2002)
 PN0070
 PN0070'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (LVH)
 PN0070'RECOVERED AS DESCRIBED
 PN0070
 PN0070                          STATION RECOVERY (2003)
 PN0070
 PN0070'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0070'RECOVERED IN GOOD CONDITION.  ADD-- IT IS 1.5 FEET NORTH OF THE
 PN0070'MONUMENT, 2 INCHES UNDER THE TREE BARK GROUND COVER.
 PN0070
 PN0070                          STATION RECOVERY (2004)
 PN0070
 PN0070'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWS)
 PN0070'MARK IS ON NORTH SIDE OF HISTORICAL SIGN ROCK 6 INCHES DOWN AT BASE OF
 PN0070'WITNESS SIGN LOCATED NEXT TO THE NORTH SIDE OF THE ROCK.
 PN0070
 PN0070                          STATION RECOVERY (2005)
 PN0070
 PN0070'RECOVERY NOTE BY US POWER SQUADRON 2005 (RWS)
 PN0070'RECOVERED IN GOOD CONDITION.
 PN0070
 PN0070                          STATION RECOVERY (2005)
 PN0070
 PN0070'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0070'RECOVERED AS DESCRIBED IN GOOD CONDITION. -NOTE-THE NORTHWESTERN
 PN0070'RAILROAD STATION IS NOW A RESTAURANT NAMED TITLETOWN BREWING COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0094 ***********************************************************************
 PM0094  DESIGNATION -  N 131
 PM0094  PID         -  PM0094
 PM0094  STATE/COUNTY-  WI/BROWN
 PM0094  USGS QUAD   -  DENMARK (1978)
 PM0094
 PM0094                         *CURRENT SURVEY CONTROL
 PM0094  ___________________________________________________________________
 PM0094* NAD 83(1986)-  44 20 35.     (N)    087 49 18.     (W)     SCALED    
 PM0094* NAVD 88     -       269.622  (meters)     884.58   (feet)  ADJUSTED  
 PM0094  ___________________________________________________________________
 PM0094  GEOID HEIGHT-         -36.06  (meters)                     GEOID03
 PM0094  DYNAMIC HT  -         269.584 (meters)     884.46  (feet)  COMP
 PM0094  MODELED GRAV-     980,470.4   (mgal)                       NAVD 88
 PM0094
 PM0094  VERT ORDER  -  SECOND    CLASS I
 PM0094
 PM0094.The horizontal coordinates were scaled from a topographic map and have
 PM0094.an estimated accuracy of +/- 6 seconds.
 PM0094
 PM0094.The orthometric height was determined by differential leveling
 PM0094.and adjusted by the National Geodetic Survey in May 2003..
 PM0094
 PM0094.The geoid height was determined by GEOID03.
 PM0094
 PM0094.The dynamic height is computed by dividing the NAVD 88
 PM0094.geopotential number by the normal gravity value computed on the
 PM0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0094.degrees latitude (g = 980.6199 gals.).
 PM0094
 PM0094.The modeled gravity was interpolated from observed gravity values.
 PM0094
 PM0094;                    North         East    Units  Estimated Accuracy
 PM0094;SPC WI C     -    58,970.      773,680.      MT  (+/- 180 meters Scaled)
 PM0094
 PM0094                          SUPERSEDED SURVEY CONTROL
 PM0094
 PM0094  NAVD 88 (06/15/91)  269.608  (m)          884.54   (f) UNKNOWN     1 0
 PM0094  NGVD 29 (??/??/92)  269.56   (m)          884.4    (f) COMPUTED    1 0
 PM0094
 PM0094.Superseded values are not recommended for survey control.
 PM0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0094.See file dsdata.txt to determine how the superseded data were derived.
 PM0094
 PM0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ345103(NAD 83)
 PM0094_MARKER: DV = VERTICAL CONTROL DISK
 PM0094_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PM0094_SP_SET: BRIDGE SUPPORT
 PM0094_STAMPING: N 131 1972
 PM0094_MARK LOGO: NGS   
 PM0094_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PM0094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0094_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0094+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2005
 PM0094
 PM0094  HISTORY     - Date     Condition        Report By
 PM0094  HISTORY     - 1972     MONUMENTED       NGS
 PM0094  HISTORY     - 19940510 GOOD             WI-009
 PM0094  HISTORY     - 19950422 GOOD             USPSQD
 PM0094  HISTORY     - 20010712 GOOD             WIDT
 PM0094  HISTORY     - 20030429 GOOD             USPSQD
 PM0094  HISTORY     - 20050726 GOOD             WIDT
 PM0094
 PM0094                          STATION DESCRIPTION
 PM0094
 PM0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0094'0.4 MI S FROM DENMARK.
 PM0094'ABOUT 0.35 MILE SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PM0094'FROM THE CROSSING OF MAIN STREET AT DENMARK, AT THE U.S. HIGHWAY
 PM0094'141 OVERPASS, 12 1/2 FEET WEST OF THE WEST RAIL OF THE MAIN
 PM0094'TRACK, SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 PM0094'FOUNDATION SUPPORTING 3 CONCRETE PILLARS FOR THE OVERPASS, 1
 PM0094'FOOT NORTH OF THE MOST SOUTHERLY ONE OF THE PILLARS AND ABOUT
 PM0094'7 FEET ABOVE THE LEVEL OF THE TRACK.  SECTION 28, T22N, R22E.
 PM0094
 PM0094                          STATION RECOVERY (1994)
 PM0094
 PM0094'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PM0094'RECOVERED AS DESCRIBED.
 PM0094
 PM0094                          STATION RECOVERY (1995)
 PM0094
 PM0094'RECOVERY NOTE BY US POWER SQUADRON 1995
 PM0094'RECOVERED IN GOOD CONDITION.
 PM0094
 PM0094                          STATION RECOVERY (2001)
 PM0094
 PM0094'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PM0094'THE STATION IS LOCATED ABOUT 40 KM EAST-NORTHEAST OF APPLETON AND 22
 PM0094'KM SOUTHEAST OF GREEN BAY. OWNERSHIP--BROWN COUNTY. TO REACH THE
 PM0094'STATION FROM THE JUNCTION OF INTERSTATE 43 WITH STATE HIGHWAY 96 WITH
 PM0094'COUNTY HIGHWAY KB (DE PERE ROAD), GO EAST ON COUNTY HIGHWAY KB
 PM0094'(DEPERE ROAD) FOR 0.6 KM TO COUNTY HIGHWAY R, TURN RIGHT AND GO
 PM0094'SOUTHEAST ON COUNTY HIGHWAY R FOR 1.0 KM TO BRIDGE  --B-5-33-57--.
 PM0094'THE STATION IS A BRONZE NATIONAL GEODETIC SURVEY BENCH MARK DISK SET
 PM0094'UNDERNEATH THE BRIDGE IN A PILLAR FOUNDATION ABOUT 7.0 M BELOW COUNTY
 PM0094'HIGHWAY R. THE STATION IS 21.0 M NORTHEAST OF A PLASTIC SIGN FOR
 PM0094'A--WARNING FIBER OPTIC-- SIGN, 25.0 M NORTHWEST OF A METAL POST FOR
 PM0094'A-- W -- RAILROAD SIGN. ---NOTE---LOCATED IN THE SOUTH END OF THE
 PM0094'SECOND CONCRETE PILLAR FOUNDATION FROM THE NORTH END OF BRIDGE. THIS
 PM0094'STATION HAS OBSTRUCTIONS IN ALL QUADRANTS.
 PM0094
 PM0094                          STATION RECOVERY (2003)
 PM0094
 PM0094'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0094'RECOVERED IN GOOD CONDITION. THE STATION IS ENCIRCLED WITH WHITE AND
 PM0094'ORANGE PAINT.
 PM0094
 PM0094                          STATION RECOVERY (2005)
 PM0094
 PM0094'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PM0094'RECOVERED IN GOOD CONDITION.  AN ALTERNATIVE TO REACH FOLLOWS-- TO
 PM0094'REACH THE STATION FROM THE JUNCTION OF INTERSTATE 43 WITH STATE
 PM0094'HIGHWAY 96 WITH COUNTY HIGHWAY KB (DE PERE ROAD), GO EAST ON COUNTY
 PM0094'HIGHWAY KB FOR 0.1 MILE TO BOHEMIA ROAD ON THE RIGHT.
 PM0094'TURN RIGHT AND GO SOUTH ON BOHEMIA ROAD FOR 0.3 MILE TO HAGER ROAD.
 PM0094'GO EAST ON HAGER ROAD FOR 0.6 MILE TO AN ABANDONED RAILROAD BED
 PM0094'CROSSING WHICH IS ABOUT 80 M WEST OF SOUTH WALL STREET.  TURN LEFT ON
 PM0094'THE RAILROAD BED AND GO NORTHEAST ABOUT 0.1 MILE TO THE COUNTY HIGHWAY
 PM0094'R BRIDGE OVER THE RAILROAD BED AND THE STATION ON THE LEFT.
 PM0094'ADD-- THE STATION IS 4.4 M NORTH OF THE CENTERLINE OF THE RAILROAD
 PM0094'BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0231 ***********************************************************************
 OL0231  DESIGNATION -  N 132
 OL0231  PID         -  OL0231
 OL0231  STATE/COUNTY-  WI/SHEBOYGAN
 OL0231  USGS QUAD   -  SHEBOYGAN NORTH (1994)
 OL0231
 OL0231                         *CURRENT SURVEY CONTROL
 OL0231  ___________________________________________________________________
 OL0231* NAD 83(1986)-  43 51 50.     (N)    087 44 02.     (W)     SCALED    
 OL0231* NAVD 88     -       193.611  (meters)     635.21   (feet)  ADJUSTED  
 OL0231  ___________________________________________________________________
 OL0231  GEOID HEIGHT-         -35.92  (meters)                     GEOID03
 OL0231  DYNAMIC HT  -         193.576 (meters)     635.09  (feet)  COMP
 OL0231  MODELED GRAV-     980,434.1   (mgal)                       NAVD 88
 OL0231
 OL0231  VERT ORDER  -  FIRST     CLASS 0
 OL0231
 OL0231.The horizontal coordinates were scaled from a topographic map and have
 OL0231.an estimated accuracy of +/- 6 seconds.
 OL0231
 OL0231.The orthometric height was determined by differential leveling
 OL0231.and adjusted by the National Geodetic Survey in June 1991..
 OL0231
 OL0231.The geoid height was determined by GEOID03.
 OL0231
 OL0231.The dynamic height is computed by dividing the NAVD 88
 OL0231.geopotential number by the normal gravity value computed on the
 OL0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0231.degrees latitude (g = 980.6199 gals.).
 OL0231
 OL0231.The modeled gravity was interpolated from observed gravity values.
 OL0231
 OL0231;                    North         East    Units  Estimated Accuracy
 OL0231;SPC WI S     -   209,540.      782,140.      MT  (+/- 180 meters Scaled)
 OL0231
 OL0231                          SUPERSEDED SURVEY CONTROL
 OL0231
 OL0231  NGVD 29 (??/??/92)  193.59   (m)          635.1    (f) COMPUTED    1 0
 OL0231
 OL0231.Superseded values are not recommended for survey control.
 OL0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0231.See file dsdata.txt to determine how the superseded data were derived.
 OL0231
 OL0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP410570(NAD 83)
 OL0231_MARKER: DB = BENCH MARK DISK
 OL0231_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OL0231_SP_SET: CULVERT
 OL0231_STAMPING: N 132 1972
 OL0231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OL0231
 OL0231  HISTORY     - Date     Condition        Report By
 OL0231  HISTORY     - 1972     MONUMENTED       NGS
 OL0231  HISTORY     - 19940820 GOOD             USPSQD
 OL0231  HISTORY     - 20031207 MARK NOT FOUND   USPSQD
 OL0231
 OL0231                          STATION DESCRIPTION
 OL0231
 OL0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0231'1.5 MI NE FROM HAVEN.
 OL0231'ABOUT 0.5 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OL0231'FROM THE CROSSING OF COUNTY ROAD A AT HAVEN, THENCE 0.25 MILE
 OL0231'EAST ALONG LUELLOFF ROAD, THENCE 0.75 MILE NORTH ALONG COUNTY
 OL0231'ROAD LS, 161 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF A LONG
 OL0231'CURVE IN THE HIGHWAY, 22 FEET EAST OF THE CENTER OF A CABLE
 OL0231'GATE ACROSS A PRIVATE ROAD LEADING SOUTH TO PROPERTY OF THE
 OL0231'WISCONSIN ELECTRIC POWER COMPANY, 10.7 FEET NORTH OF PROPERTY
 OL0231'FENCE LINE, SET ON THE TOP OF THE NORTH END OF THE EAST CONCRETE
 OL0231'HEADWALL FOR A PIPE CULVERT WITH WING WALLS AND 1/2 FOOT BELOW
 OL0231'THE LEVEL OF THE PRIVATE ROAD.  SECTION 15, T 16N, R 23E.
 OL0231
 OL0231                          STATION RECOVERY (1994)
 OL0231
 OL0231'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0231'RECOVERED IN GOOD CONDITION.
 OL0231
 OL0231                          STATION RECOVERY (2003)
 OL0231
 OL0231'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OL0231'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0169 ***********************************************************************
 OL0169  DESIGNATION -  N 133
 OL0169  PID         -  OL0169
 OL0169  STATE/COUNTY-  WI/SHEBOYGAN
 OL0169  USGS QUAD   -  CEDAR GROVE (1974)
 OL0169
 OL0169                         *CURRENT SURVEY CONTROL
 OL0169  ___________________________________________________________________
 OL0169* NAD 83(1986)-  43 33 11.     (N)    087 49 49.     (W)     SCALED    
 OL0169* NAVD 88     -       223.924  (meters)     734.66   (feet)  ADJUSTED  
 OL0169  ___________________________________________________________________
 OL0169  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 OL0169  DYNAMIC HT  -         223.878 (meters)     734.51  (feet)  COMP
 OL0169  MODELED GRAV-     980,409.2   (mgal)                       NAVD 88
 OL0169
 OL0169  VERT ORDER  -  FIRST     CLASS 0
 OL0169
 OL0169.The horizontal coordinates were scaled from a topographic map and have
 OL0169.an estimated accuracy of +/- 6 seconds.
 OL0169
 OL0169.The orthometric height was determined by differential leveling
 OL0169.and adjusted by the National Geodetic Survey in June 1991..
 OL0169
 OL0169.The geoid height was determined by GEOID03.
 OL0169
 OL0169.The dynamic height is computed by dividing the NAVD 88
 OL0169.geopotential number by the normal gravity value computed on the
 OL0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0169.degrees latitude (g = 980.6199 gals.).
 OL0169
 OL0169.The modeled gravity was interpolated from observed gravity values.
 OL0169
 OL0169;                    North         East    Units  Estimated Accuracy
 OL0169;SPC WI S     -   174,810.      775,300.      MT  (+/- 180 meters Scaled)
 OL0169
 OL0169                          SUPERSEDED SURVEY CONTROL
 OL0169
 OL0169  NGVD 29 (??/??/92)  223.96   (m)          734.8    (f) COMPUTED    1 0
 OL0169
 OL0169.Superseded values are not recommended for survey control.
 OL0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0169.See file dsdata.txt to determine how the superseded data were derived.
 OL0169
 OL0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP329225(NAD 83)
 OL0169_MARKER: DB = BENCH MARK DISK
 OL0169_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OL0169_SP_SET: 11.5 FEET
 OL0169_STAMPING: N 133 1972
 OL0169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0169_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0169+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2006
 OL0169
 OL0169  HISTORY     - Date     Condition        Report By
 OL0169  HISTORY     - 1972     MONUMENTED       NGS
 OL0169  HISTORY     - 20021125 GOOD             USPSQD
 OL0169  HISTORY     - 20040329 GOOD             USPSQD
 OL0169  HISTORY     - 20060513 GOOD             USPSQD
 OL0169
 OL0169                          STATION DESCRIPTION
 OL0169
 OL0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0169'1.1 MI SW FROM CEDAR GROVE.
 OL0169'ABOUT 1.1 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 OL0169'RAILWAY FROM THE CROSSING OF STATE HIGHWAY 32 AT CEDAR GROVE,
 OL0169'273 FEET NORTHEAST OF THE CENTER OF THE CROSSING OF TERMATT
 OL0169'ROAD, 124 1/2 FEET NORTH OF AND ACROSS THE TRACK FROM POWER
 OL0169'POLE NO. E 51-6555, 96 FEET EAST OF THE CENTER LINE OF TERMATT
 OL0169'ROAD, 21.4 FEET NORTHWEST OF THE NORTHWEST RAIL, 2 1/2 FEET
 OL0169'SOUTHEAST OF A TELEPHONE POLE, 0.5 FOOT NORTHEAST OF A METAL
 OL0169'WITNESS POST, 1 1/2 FEET BELOW THE LEVEL OF THE RAILS AND IS
 OL0169'A DISK ON THE TOP OF A COPPER COATED STEEL ROD THAT IS FLUSH
 OL0169'WITH THE LEVEL OF THE GROUND AND ENCASED IN A 4 INCH METAL
 OL0169'PIPE THAT PROJECTS 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 OL0169'THE ROD WAS DRIVEN TO A DEPTH OF 11 1/2 FEET TO REFUSAL.
 OL0169'SECTION 35, T13N, R22E.
 OL0169
 OL0169                          STATION RECOVERY (2002)
 OL0169
 OL0169'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OL0169'RECOVERED IN GOOD CONDITION. THE TELEPHONE POLE NOTED IN THE 1972
 OL0169'DESCRIPTION IS NOW A 1 FOOT HIGH ROTTING STUMP. THE POWER POLE IS
 OL0169'NUMBERED 97-05011.  IT IS 124 FEET NORTHEAST OF POWERPOLE NO.
 OL0169'50-4-91-18876, 2 FEET SOUTHEAST OF A WHITE WITNESS POST AND 1.7 FEET
 OL0169'SOUTHWEST OF AN ORANGE WITNESS POST.
 OL0169
 OL0169                          STATION RECOVERY (2004)
 OL0169
 OL0169'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 OL0169'RECOVERED IN GOOD CONDITION.
 OL0169
 OL0169                          STATION RECOVERY (2006)
 OL0169
 OL0169'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRB)
 OL0169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0138 ***********************************************************************
 OL0138  DESIGNATION -  N 134
 OL0138  PID         -  OL0138
 OL0138  STATE/COUNTY-  WI/MILWAUKEE
 OL0138  USGS QUAD   -  MILWAUKEE (1971)
 OL0138
 OL0138                         *CURRENT SURVEY CONTROL
 OL0138  ___________________________________________________________________
 OL0138* NAD 83(1986)-  43 00 11.     (N)    087 53 43.     (W)     SCALED    
 OL0138* NAVD 88     -       181.992  (meters)     597.09   (feet)  ADJUSTED  
 OL0138  ___________________________________________________________________
 OL0138  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 OL0138  DYNAMIC HT  -         181.942 (meters)     596.92  (feet)  COMP
 OL0138  MODELED GRAV-     980,346.0   (mgal)                       NAVD 88
 OL0138
 OL0138  VERT ORDER  -  FIRST     CLASS 0
 OL0138
 OL0138.The horizontal coordinates were scaled from a topographic map and have
 OL0138.an estimated accuracy of +/- 6 seconds.
 OL0138
 OL0138.The orthometric height was determined by differential leveling
 OL0138.and adjusted by the National Geodetic Survey in June 1991..
 OL0138
 OL0138.The geoid height was determined by GEOID03.
 OL0138
 OL0138.The dynamic height is computed by dividing the NAVD 88
 OL0138.geopotential number by the normal gravity value computed on the
 OL0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0138.degrees latitude (g = 980.6199 gals.).
 OL0138
 OL0138.The modeled gravity was interpolated from observed gravity values.
 OL0138
 OL0138;                    North         East    Units  Estimated Accuracy
 OL0138;SPC WI S     -   113,600.      771,590.      MT  (+/- 180 meters Scaled)
 OL0138
 OL0138                          SUPERSEDED SURVEY CONTROL
 OL0138
 OL0138  NGVD 29 (??/??/92)  182.10   (m)          597.4    (f) COMPUTED    1 0
 OL0138
 OL0138.Superseded values are not recommended for survey control.
 OL0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0138.See file dsdata.txt to determine how the superseded data were derived.
 OL0138
 OL0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN270615(NAD 83)
 OL0138_MARKER: DB = BENCH MARK DISK
 OL0138_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OL0138_SP_SET: PILLAR FOUNDATION
 OL0138_STAMPING: N 134 1972
 OL0138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0138
 OL0138  HISTORY     - Date     Condition        Report By
 OL0138  HISTORY     - 1972     MONUMENTED       NGS
 OL0138  HISTORY     - 1991     GOOD             USPSQD
 OL0138  HISTORY     - 20000226 GOOD             USPSQD
 OL0138  HISTORY     - 20060725 GOOD             GEOCAC
 OL0138
 OL0138                          STATION DESCRIPTION
 OL0138
 OL0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OL0138'AT MILWAUKEE.
 OL0138'AT MILWAUKEE, ABOUT 0.4 MILE NORTHWEST OF THE U.S. COAST GUARD
 OL0138'BASE HDQ, AT THE LINCOLN AVENUE UNDERPASS, 36 FEET EAST OF THE
 OL0138'CENTER LINE OF CARFERRY ROAD, 66 FEET WEST OF THE SOUTH END OF
 OL0138'THE EAST CONCRETE UNDERPASS, SET IN THE TOP OF THE SOUTHWEST
 OL0138'CORNER OF A 5-BY-5-FOOT FOUNDATION OF THE MOST SOUTHERLY ONE OF
 OL0138'3 CONCRETE PILLARS, ABOUT 450 FEET EAST OF BENCH MARK V 3
 OL0138'DESCRIBED, 0.9 FOOT ABOVE THE LEVEL OF THE GROUND AND 1 FOOT
 OL0138'ABOVE THE LEVEL OF CARFERRY ROAD.  SECTION 4, T 6 N, R 22 E.
 OL0138
 OL0138                          STATION RECOVERY (1991)
 OL0138
 OL0138'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCB)
 OL0138'RECOVERED IN GOOD CONDITION.
 OL0138
 OL0138                          STATION RECOVERY (2000)
 OL0138
 OL0138'RECOVERY NOTE BY US POWER SQUADRON 2000
 OL0138'RECOVERED IN GOOD CONDITION.
 OL0138
 OL0138                          STATION RECOVERY (2006)
 OL0138
 OL0138'RECOVERY NOTE BY GEOCACHING 2006 (CT)
 OL0138'RECOVERED AT THE FOLLOWING COORDINATES USING GARMIN GPS72 WITH
 OL0138'ACCURACY OF 23 FEET N43 00.214 W087 53.646.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RN0165 ***********************************************************************
 RN0165  DESIGNATION -  N 135
 RN0165  PID         -  RN0165
 RN0165  STATE/COUNTY-  WI/DOUGLAS
 RN0165  USGS QUAD   -  SUPERIOR (1994)
 RN0165
 RN0165                         *CURRENT SURVEY CONTROL
 RN0165  ___________________________________________________________________
 RN0165* NAD 83(1986)-  46 39 57.     (N)    092 06 34.     (W)     SCALED    
 RN0165* NAVD 88     -       204.688  (meters)     671.55   (feet)  ADJUSTED  
 RN0165  ___________________________________________________________________
 RN0165  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 RN0165  DYNAMIC HT  -         204.712 (meters)     671.63  (feet)  COMP
 RN0165  MODELED GRAV-     980,727.8   (mgal)                       NAVD 88
 RN0165
 RN0165  VERT ORDER  -  SECOND    CLASS 0
 RN0165
 RN0165.The horizontal coordinates were scaled from a topographic map and have
 RN0165.an estimated accuracy of +/- 6 seconds.
 RN0165
 RN0165.The orthometric height was determined by differential leveling
 RN0165.and adjusted by the National Geodetic Survey in June 1991..
 RN0165
 RN0165.The geoid height was determined by GEOID03.
 RN0165
 RN0165.The dynamic height is computed by dividing the NAVD 88
 RN0165.geopotential number by the normal gravity value computed on the
 RN0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0165.degrees latitude (g = 980.6199 gals.).
 RN0165
 RN0165.The modeled gravity was interpolated from observed gravity values.
 RN0165
 RN0165;                    North         East    Units  Estimated Accuracy
 RN0165;SPC WI N     -   168,770.      438,590.      MT  (+/- 180 meters Scaled)
 RN0165
 RN0165                          SUPERSEDED SURVEY CONTROL
 RN0165
 RN0165  NGVD 29 (??/??/92)  204.673  (m)          671.50   (f) ADJ UNCH    2 0
 RN0165
 RN0165.Superseded values are not recommended for survey control.
 RN0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0165.See file dsdata.txt to determine how the superseded data were derived.
 RN0165
 RN0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM681684(NAD 83)
 RN0165_MARKER: DB = BENCH MARK DISK
 RN0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0165_STAMPING: N 135 1935
 RN0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0165+STABILITY: SURFACE MOTION
 RN0165
 RN0165  HISTORY     - Date     Condition        Report By
 RN0165  HISTORY     - 1935     MONUMENTED       CGS
 RN0165  HISTORY     - 20041216 MARK NOT FOUND   WIDT
 RN0165
 RN0165                          STATION DESCRIPTION
 RN0165
 RN0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RN0165'IN S SUPERIOR.
 RN0165'ACROSS THE GREAT NORTHERN TRACKS FROM THE STATION IN S. SUPERIOR MARK
 RN0165'IS 22 YDS. W. OF E. TRACK, 18 YDS. N. OF CENTER OF ROAD CROSSING,
 RN0165'(STATE HI-WAY NO. 105.) IN THE FENCE CORNER.
 RN0165
 RN0165                          STATION RECOVERY (2004)
 RN0165
 RN0165'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 RN0165'THE STATION IS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0308 ***********************************************************************
 NG0308  DESIGNATION -  N 137
 NG0308  PID         -  NG0308
 NG0308  STATE/COUNTY-  WI/RACINE
 NG0308  USGS QUAD   -  STURTEVANT (1994)
 NG0308
 NG0308                         *CURRENT SURVEY CONTROL
 NG0308  ___________________________________________________________________
 NG0308* NAD 83(1986)-  42 43 11.     (N)    087 54 19.     (W)     SCALED    
 NG0308* NAVD 88     -       220.322  (meters)     722.84   (feet)  ADJUSTED  
 NG0308  ___________________________________________________________________
 NG0308  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 NG0308  DYNAMIC HT  -         220.257 (meters)     722.63  (feet)  COMP
 NG0308  MODELED GRAV-     980,320.4   (mgal)                       NAVD 88
 NG0308
 NG0308  VERT ORDER  -  FIRST     CLASS 0
 NG0308
 NG0308.The horizontal coordinates were scaled from a topographic map and have
 NG0308.an estimated accuracy of +/- 6 seconds.
 NG0308
 NG0308.The orthometric height was determined by differential leveling
 NG0308.and adjusted by the National Geodetic Survey in June 1991..
 NG0308
 NG0308.The geoid height was determined by GEOID03.
 NG0308
 NG0308.The dynamic height is computed by dividing the NAVD 88
 NG0308.geopotential number by the normal gravity value computed on the
 NG0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0308.degrees latitude (g = 980.6199 gals.).
 NG0308
 NG0308.The modeled gravity was interpolated from observed gravity values.
 NG0308
 NG0308;                    North         East    Units  Estimated Accuracy
 NG0308;SPC WI S     -    82,110.      771,560.      MT  (+/- 180 meters Scaled)
 NG0308
 NG0308                          SUPERSEDED SURVEY CONTROL
 NG0308
 NG0308.No superseded survey control is available for this station.
 NG0308
 NG0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN258300(NAD 83)
 NG0308_MARKER: DB = BENCH MARK DISK
 NG0308_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NG0308_SP_SET: STEP
 NG0308_STAMPING: N 137 1972
 NG0308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NG0308
 NG0308  HISTORY     - Date     Condition        Report By
 NG0308  HISTORY     - 1972     MONUMENTED       NGS
 NG0308  HISTORY     - 19770720 MARK NOT FOUND   LOCENG
 NG0308  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 NG0308
 NG0308                          STATION DESCRIPTION
 NG0308
 NG0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 NG0308'1.4 MI N FROM STURTEVANT.
 NG0308'ABOUT 1.35 MILES NORTH ALONG COUNTY ROAD H FROM THE CHICAGO,
 NG0308'MILWAUKEE, ST PAUL AND PACIFIC RAILROAD STATION AT STURTEVANT,
 NG0308'ABOUT 2.55 MILES SOUTH ALONG COUNTY ROAD H FROM THE EAST JUNCTION
 NG0308'OF COUNTY ROAD K AT FRANKSVILLE, SET IN THE TOP OF THE BOTTOM
 NG0308'STEP AT THE EAST END OF THE SOUTH ABUTMENT FOR THE CHICAGO,
 NG0308'MILWAUKEE, ST PAUL AND PACIFIC RAILROAD OVERPASS OVER STATE
 NG0308'HIGHWAY 20, 28 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY
 NG0308'20 AND COUNTY ROAD H, 3.6 FEET SOUTH OF THE NORTH END OF THE STEP,
 NG0308'2 FEET WEST OF THE EAST END OF THE STEP AND 4 FEET ABOVE THE
 NG0308'LEVEL OF THE HIGHWAY.  SEC 16, T3N, R22E.
 NG0308
 NG0308                          STATION RECOVERY (1977)
 NG0308
 NG0308'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 NG0308'MARK NOT FOUND.
 NG0308
 NG0308                          STATION RECOVERY (1990)
 NG0308
 NG0308'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCB)
 NG0308'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0258 ***********************************************************************
 NG0258  DESIGNATION -  N 138
 NG0258  PID         -  NG0258
 NG0258  STATE/COUNTY-  WI/KENOSHA
 NG0258  USGS QUAD   -  KENOSHA (1994)
 NG0258
 NG0258                         *CURRENT SURVEY CONTROL
 NG0258  ___________________________________________________________________
 NG0258* NAD 83(1986)-  42 34 28.     (N)    087 49 18.     (W)     SCALED    
 NG0258* NAVD 88     -       183.197  (meters)     601.04   (feet)  ADJUSTED  
 NG0258  ___________________________________________________________________
 NG0258  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 NG0258  DYNAMIC HT  -         183.142 (meters)     600.86  (feet)  COMP
 NG0258  MODELED GRAV-     980,320.0   (mgal)                       NAVD 88
 NG0258
 NG0258  VERT ORDER  -  FIRST     CLASS 0
 NG0258
 NG0258.The horizontal coordinates were scaled from a topographic map and have
 NG0258.an estimated accuracy of +/- 6 seconds.
 NG0258
 NG0258.The orthometric height was determined by differential leveling
 NG0258.and adjusted by the National Geodetic Survey in June 1991..
 NG0258
 NG0258.The geoid height was determined by GEOID03.
 NG0258
 NG0258.The dynamic height is computed by dividing the NAVD 88
 NG0258.geopotential number by the normal gravity value computed on the
 NG0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0258.degrees latitude (g = 980.6199 gals.).
 NG0258
 NG0258.The modeled gravity was interpolated from observed gravity values.
 NG0258
 NG0258;                    North         East    Units  Estimated Accuracy
 NG0258;SPC WI S     -    66,150.      778,830.      MT  (+/- 180 meters Scaled)
 NG0258
 NG0258                          SUPERSEDED SURVEY CONTROL
 NG0258
 NG0258  NGVD 29 (??/??/92)  183.27   (m)          601.3    (f) COMPUTED    1 0
 NG0258
 NG0258.Superseded values are not recommended for survey control.
 NG0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0258.See file dsdata.txt to determine how the superseded data were derived.
 NG0258
 NG0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN325138(NAD 83)
 NG0258_MARKER: DV = VERTICAL CONTROL DISK
 NG0258_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NG0258_SP_SET: 9 FT
 NG0258_STAMPING: N 138 1973
 NG0258_MARK LOGO: NGS   
 NG0258_PROJECTION: FLUSH
 NG0258_MAGNETIC: I = MARKER IS A STEEL ROD
 NG0258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0258_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NG0258+SATELLITE: SATELLITE OBSERVATIONS - 2001
 NG0258
 NG0258  HISTORY     - Date     Condition        Report By
 NG0258  HISTORY     - 1973     MONUMENTED       NGS
 NG0258  HISTORY     - 2001     GOOD             WIDT
 NG0258
 NG0258                          STATION DESCRIPTION
 NG0258
 NG0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NG0258'0.7 MI S FROM KENOSHA.
 NG0258'0.7 MILES SOUTH ALONG STATE HIGHWAY 32 (SHERIDAN ROAD) FROM THE
 NG0258'POST OFFICE AT KENOSHA, AT THE NORTH WEST CORNER OF 66TH STREET,
 NG0258'LEADING EAST, 41.5 FEET EAST OF CENTER LINE OF STATE HIGHWAY 32
 NG0258'(SHERIDAN ROAD), 7.4 FEET EAST OF TOP OF A FIRE HYDRANT, 0.9
 NG0258'FEET NORTH OF A LARGE STONE PILLAR, 0.8 FEET WEST OF AN ARCHED
 NG0258'IRON PICKET FENCE.  0.5 MILE NORTH OF KENOSHA NO 1.  A STANDARD
 NG0258'NGS DISK ON TOP OF A COPPER COATED STEEL ROD DRIVEN TO A DEPTH
 NG0258'OF 9 FEET.  THE DISK IS LEVEL WITH THE SURFACE OF THE GROUND
 NG0258'AND IS ENCASED IN A 6 INCH IRON PIPE ABOUT 1 INCH BELOW THE
 NG0258'SURFACE OF THE GROUND.  ABOUT 10 INCHES ABOVE THE LEVEL OF THE
 NG0258'STREET.  SEC 6, T 1 N, R 23 E.
 NG0258
 NG0258                          STATION RECOVERY (2001)
 NG0258
 NG0258'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 NG0258'THE STATION IS LOCATED IN KENOSHA.  OWNERSHIP--CITY OF KENOSHA.  TO
 NG0258'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 (SHERIDAN
 NG0258'ROAD) WITH STATE HIGHWAY 50 IN  KENOSHA, GO SOUTH ON STATE HIGHWAY 32
 NG0258'(SHERIDAN ROAD) FOR 0.3 KM TO 66TH STREET AND THE  STATION ON THE
 NG0258'LEFT. THE STATION IS A BRONZE NATIONAL GEODETIC SURVEY BENCH MARK
 NG0258'DISK SET ON THE TOP OF A COPPER-CLAD STEEL ROD ENCASED IN A METAL
 NG0258'SLEEVE ABOUT LEVEL WITH THE ROAD PAVEMENT. THE STATION IS 12.6 M EAST
 NG0258'OF THE CENTERLINE OF STATE HIGHWAY  32 (SHERIDAN ROAD), 56.9 M
 NG0258'SOUTHWEST OF A LIGHT POLE, 12.6 M SOUTH OF THE CENTERLINE OF  66TH
 NG0258'STREET, 7.1 M NORTHEAST OF A LIGHT POLE WITH A --SPEED LIMIT 30--
 NG0258'SIGN, AND 2.2 M SOUTHEAST OF THE TOP CENTER BOLT OF A FIRE HYDRANT.
 NG0258'---NOTE---THE STATION IS NOT SUITABLE  FOR GPS OBSERVATIONS DUE TO A
 NG0258'STONE PILLAR TO THE SOUTH OBSTRUCTING THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0420 ***********************************************************************
 QM0420  DESIGNATION -  N 14
 QM0420  PID         -  QM0420
 QM0420  STATE/COUNTY-  WI/VILAS
 QM0420  USGS QUAD   -  LAC DU FLAMBEAU (1971)
 QM0420
 QM0420                         *CURRENT SURVEY CONTROL
 QM0420  ___________________________________________________________________
 QM0420* NAD 83(1986)-  45 54 47.     (N)    089 57 20.     (W)     SCALED    
 QM0420* NAVD 88     -       498.310  (meters)    1634.87   (feet)  ADJUSTED  
 QM0420  ___________________________________________________________________
 QM0420  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 QM0420  DYNAMIC HT  -         498.298 (meters)    1634.83  (feet)  COMP
 QM0420  MODELED GRAV-     980,576.5   (mgal)                       NAVD 88
 QM0420
 QM0420  VERT ORDER  -  SECOND    CLASS 0
 QM0420
 QM0420.The horizontal coordinates were scaled from a topographic map and have
 QM0420.an estimated accuracy of +/- 6 seconds.
 QM0420
 QM0420.The orthometric height was determined by differential leveling
 QM0420.and adjusted by the National Geodetic Survey in June 1991..
 QM0420
 QM0420.The geoid height was determined by GEOID03.
 QM0420
 QM0420.The dynamic height is computed by dividing the NAVD 88
 QM0420.geopotential number by the normal gravity value computed on the
 QM0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0420.degrees latitude (g = 980.6199 gals.).
 QM0420
 QM0420.The modeled gravity was interpolated from observed gravity values.
 QM0420
 QM0420;                    North         East    Units  Estimated Accuracy
 QM0420;SPC WI N     -    82,960.      603,450.      MT  (+/- 180 meters Scaled)
 QM0420
 QM0420                          SUPERSEDED SURVEY CONTROL
 QM0420
 QM0420  NGVD 29 (??/??/92)  498.294  (m)         1634.82   (f) ADJ UNCH    2 0
 QM0420
 QM0420.Superseded values are not recommended for survey control.
 QM0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0420.See file dsdata.txt to determine how the superseded data were derived.
 QM0420
 QM0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR707886(NAD 83)
 QM0420_MARKER: DB = BENCH MARK DISK
 QM0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0420+STABILITY: SURFACE MOTION
 QM0420_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0420+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2005
 QM0420
 QM0420  HISTORY     - Date     Condition        Report By
 QM0420  HISTORY     - UNK      MONUMENTED       CGS
 QM0420  HISTORY     - 1934     GOOD             NGS
 QM0420  HISTORY     - 1974     POOR             WIDT
 QM0420  HISTORY     - 20050921 GOOD             WIDT
 QM0420
 QM0420                          STATION DESCRIPTION
 QM0420
 QM0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QM0420'13.9 MI W FROM WOODRUFF.
 QM0420'13.9 MILES WEST ON STATE HIGHWAY 70, 2 MILES WEST OF JUNCTION
 QM0420'OF HIGHWAY D, 28 FT SOUTH OF CENTER OF ROAD, 33 FT WEST OF
 QM0420'LARGE FOREST FIRE PREVENTION SIGN.
 QM0420
 QM0420                          STATION RECOVERY (1974)
 QM0420
 QM0420'RECOVERY NOTE BY WI DEPT OF TRANSP 1974
 QM0420'MARK RECOVERED IN POOR CONDITION.
 QM0420
 QM0420                          STATION RECOVERY (2005)
 QM0420
 QM0420'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0420'RECOVERED IN GOOD CONDITION. -ADD-THE STATION IS 35.1 M SOUTHEAST OF A
 QM0420'GTE BURIED CABLE SIGN POST, 32.3 M SOUTHWEST OF A GTE PEDESTAL BOX
 QM0420'-3088--, 30.5 M SOUTH OF THE CENTERLINE OF STATE HIGHWAY 70, 1.2 M
 QM0420'NORTH OF AN ORANGE FIBERGLASS WITNESS POST, AND PROTRUDES 37 CM ABOVE
 QM0420'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0382 ***********************************************************************
 RM0382  DESIGNATION -  N 146
 RM0382  PID         -  RM0382
 RM0382  STATE/COUNTY-  WI/WASHBURN
 RM0382  USGS QUAD   -  STANBERRY EAST (1971)
 RM0382
 RM0382                         *CURRENT SURVEY CONTROL
 RM0382  ___________________________________________________________________
 RM0382* NAD 83(1986)-  46 03 19.     (N)    091 33 37.     (W)     SCALED    
 RM0382* NAVD 88     -       373.365  (meters)    1224.95   (feet)  ADJUSTED  
 RM0382  ___________________________________________________________________
 RM0382  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 RM0382  DYNAMIC HT  -         373.381 (meters)    1225.00  (feet)  COMP
 RM0382  MODELED GRAV-     980,644.2   (mgal)                       NAVD 88
 RM0382
 RM0382  VERT ORDER  -  FIRST     CLASS II
 RM0382
 RM0382.The horizontal coordinates were scaled from a topographic map and have
 RM0382.an estimated accuracy of +/- 6 seconds.
 RM0382
 RM0382.The orthometric height was determined by differential leveling
 RM0382.and adjusted by the National Geodetic Survey in June 1991..
 RM0382
 RM0382.The geoid height was determined by GEOID03.
 RM0382
 RM0382.The dynamic height is computed by dividing the NAVD 88
 RM0382.geopotential number by the normal gravity value computed on the
 RM0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0382.degrees latitude (g = 980.6199 gals.).
 RM0382
 RM0382.The modeled gravity was interpolated from observed gravity values.
 RM0382
 RM0382;                    North         East    Units  Estimated Accuracy
 RM0382;SPC WI N     -    99,950.      479,270.      MT  (+/- 180 meters Scaled)
 RM0382
 RM0382                          SUPERSEDED SURVEY CONTROL
 RM0382
 RM0382.No superseded survey control is available for this station.
 RM0382
 RM0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM113011(NAD 83)
 RM0382_MARKER: DB = BENCH MARK DISK
 RM0382_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0382_SP_SET: STAINLESS STEEL ROD
 RM0382_STAMPING: N 146 1979
 RM0382_PROJECTION: FLUSH
 RM0382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0382_ROD/PIPE-DEPTH: 6.10 meters
 RM0382
 RM0382  HISTORY     - Date     Condition        Report By
 RM0382  HISTORY     - 1979     MONUMENTED       NGS
 RM0382  HISTORY     - 20041130 MARK NOT FOUND   WIDT
 RM0382
 RM0382                          STATION DESCRIPTION
 RM0382
 RM0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RM0382'6.0 MI WEST FROM HAYWARD.
 RM0382'6.0 MILES WEST ALONG STATE HIGHWAY 77 FROM THE JUNCTION OF STATE
 RM0382'HIGHWAY 27 AND U.S. HIGHWAY 63 IN HAYWARD, 42.0 FT. SOUTH OF THE
 RM0382'CENTERLINE OF THE HIGHWAY, 28.0 FT. EAST OF THE CENTER OF A DIRT ROAD,
 RM0382'14.0 FT.  WEST OF A 24-INCH TWIN-TRUNKED PINE TREE.  DISK IS 4 INCHES
 RM0382'BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW
 RM0382'PLUG.
 RM0382'THE MARK IS 2 FT  N FROM A WITNESS POST.
 RM0382'THE MARK IS 1 FT ABOVE THE HIGHWAY.
 RM0382
 RM0382                          STATION RECOVERY (2004)
 RM0382
 RM0382'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 RM0382'TIES ARE IN DITCH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0320 ***********************************************************************
 QN0320  DESIGNATION -  N 147
 QN0320  PID         -  QN0320
 QN0320  STATE/COUNTY-  WI/SAWYER
 QN0320  USGS QUAD   -  EXELAND (1972)
 QN0320
 QN0320                         *CURRENT SURVEY CONTROL
 QN0320  ___________________________________________________________________
 QN0320* NAD 83(1986)-  45 42 45.     (N)    091 13 27.     (W)     SCALED    
 QN0320* NAVD 88     -       383.194  (meters)    1257.20   (feet)  ADJUSTED  
 QN0320  ___________________________________________________________________
 QN0320  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 QN0320  DYNAMIC HT  -         383.174 (meters)    1257.13  (feet)  COMP
 QN0320  MODELED GRAV-     980,553.1   (mgal)                       NAVD 88
 QN0320
 QN0320  VERT ORDER  -  FIRST     CLASS II
 QN0320
 QN0320.The horizontal coordinates were scaled from a topographic map and have
 QN0320.an estimated accuracy of +/- 6 seconds.
 QN0320
 QN0320.The orthometric height was determined by differential leveling
 QN0320.and adjusted by the National Geodetic Survey in June 1991..
 QN0320
 QN0320.The geoid height was determined by GEOID03.
 QN0320
 QN0320.The dynamic height is computed by dividing the NAVD 88
 QN0320.geopotential number by the normal gravity value computed on the
 QN0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0320.degrees latitude (g = 980.6199 gals.).
 QN0320
 QN0320.The modeled gravity was interpolated from observed gravity values.
 QN0320
 QN0320;                    North         East    Units  Estimated Accuracy
 QN0320;SPC WI N     -    61,400.      504,690.      MT  (+/- 180 meters Scaled)
 QN0320
 QN0320                          SUPERSEDED SURVEY CONTROL
 QN0320
 QN0320.No superseded survey control is available for this station.
 QN0320
 QN0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL382636(NAD 83)
 QN0320_MARKER: DB = BENCH MARK DISK
 QN0320_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0320_SP_SET: STAINLESS STEEL ROD
 QN0320_STAMPING: N 147 1979
 QN0320_PROJECTION: FLUSH
 QN0320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0320_ROD/PIPE-DEPTH: 4.57 meters
 QN0320
 QN0320  HISTORY     - Date     Condition        Report By
 QN0320  HISTORY     - 1979     MONUMENTED       NGS
 QN0320  HISTORY     - 20041028 MARK NOT FOUND   WIDT
 QN0320
 QN0320                          STATION DESCRIPTION
 QN0320
 QN0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 QN0320'4.25 MI SOUTH FROM RADISSON.
 QN0320'4.25 MILES SOUTH ALONG STATE HIGHWAY 40 FROM THE JUNCTION OF STATE
 QN0320'HIGHWAY 27 IN RADISSON, AT THE NORTHEAST CORNER OF A SMALL WAYSIDE
 QN0320'PARK AREA, 64.0 FT. EAST OF THE CENTERLINE OF THE HIGHWAY, 4.0 FT.
 QN0320'SOUTH OF A 12-INCH OAK TREE, 47.0 FT. SOUTHEAST OF A TWIN-TRUNKED
 QN0320'30-INCH OAK TREE.
 QN0320'THE MARK IS 2 FT  W FROM A WITNESS POST.
 QN0320'THE MARK IS 1 FT BELOW THE HIGHWAY.
 QN0320
 QN0320                          STATION RECOVERY (2004)
 QN0320
 QN0320'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0384 ***********************************************************************
 QN0384  DESIGNATION -  N 148
 QN0384  PID         -  QN0384
 QN0384  STATE/COUNTY-  WI/RUSK
 QN0384  USGS QUAD   -  BRUCE (1972)
 QN0384
 QN0384                         *CURRENT SURVEY CONTROL
 QN0384  ___________________________________________________________________
 QN0384* NAD 83(1986)-  45 26 41.     (N)    091 19 52.     (W)     SCALED    
 QN0384* NAVD 88     -       339.118  (meters)    1112.59   (feet)  ADJUSTED  
 QN0384  ___________________________________________________________________
 QN0384  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 QN0384  DYNAMIC HT  -         339.099 (meters)    1112.53  (feet)  COMP
 QN0384  MODELED GRAV-     980,553.2   (mgal)                       NAVD 88
 QN0384
 QN0384  VERT ORDER  -  FIRST     CLASS II
 QN0384
 QN0384.The horizontal coordinates were scaled from a topographic map and have
 QN0384.an estimated accuracy of +/- 6 seconds.
 QN0384
 QN0384.The orthometric height was determined by differential leveling
 QN0384.and adjusted by the National Geodetic Survey in June 1991..
 QN0384
 QN0384.The geoid height was determined by GEOID03.
 QN0384
 QN0384.The dynamic height is computed by dividing the NAVD 88
 QN0384.geopotential number by the normal gravity value computed on the
 QN0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0384.degrees latitude (g = 980.6199 gals.).
 QN0384
 QN0384.The modeled gravity was interpolated from observed gravity values.
 QN0384
 QN0384;                    North         East    Units  Estimated Accuracy
 QN0384;SPC WI C     -   179,920.      495,870.      MT  (+/- 180 meters Scaled)
 QN0384
 QN0384                          SUPERSEDED SURVEY CONTROL
 QN0384
 QN0384.No superseded survey control is available for this station.
 QN0384
 QN0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL305337(NAD 83)
 QN0384_MARKER: I = METAL ROD
 QN0384_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0384_SP_SET: STAINLESS STEEL ROD
 QN0384_STAMPING: N 148 1980
 QN0384_PROJECTION: FLUSH
 QN0384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0384_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QN0384+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2005
 QN0384_ROD/PIPE-DEPTH: 6.1  meters
 QN0384
 QN0384  HISTORY     - Date     Condition        Report By
 QN0384  HISTORY     - 1980     MONUMENTED       NGS
 QN0384  HISTORY     - 1987     GOOD             USPSQD
 QN0384  HISTORY     - 20051204 GOOD             WIDT
 QN0384
 QN0384                          STATION DESCRIPTION
 QN0384
 QN0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QN0384'4.6 KM WEST FROM BRUCE.
 QN0384'4.6 KM (2.85 MI) WEST ALONG U.S. HIGHWAY 8 FROM THE JUNCTION OF STATE
 QN0384'HIGHWAY 40 IN BRUCE, AT THE JUNCTION OF A GRAVEL ROAD LEADING NORTH
 QN0384'ACROSS THE SOO LINE RAILROAD, 43.3 M (143 FT) NORTH-NORTHWEST OF THE
 QN0384'CENTERLINE OF THE HIGHWAY, 12.2 M (40.2 FT) NORTH-NORTHWEST OF THE
 QN0384'NORTH RAIL, 8.5 M (28.0 FT) WEST OF THE CENTER OF THE GRAVEL ROAD,
 QN0384'1.2 M (4.0 FT) WEST OF A POWERLINE POLE, 2.8 M (9.4 FT) SOUTHWEST OF A
 QN0384'CORNER FENCE POST, 1.8 M (6.0 FT) SOUTH OF A FENCE.
 QN0384'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 QN0384'THE MARK IS 0.3 M BELOW THE ROAD.
 QN0384
 QN0384                          STATION RECOVERY (1987)
 QN0384
 QN0384'RECOVERY NOTE BY US POWER SQUADRON 1987 (TZ)
 QN0384'RECOVERED IN GOOD CONDITION.
 QN0384
 QN0384                          STATION RECOVERY (2005)
 QN0384
 QN0384'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 QN0384'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.2 MILE WEST OF
 QN0384'ADAMS ROAD, 8.5 M WEST OF THE CENTERLINE OF GURESKI LANE (FIRE NUMBER
 QN0384'--N4506--), 2.0 M SOUTHWEST OF TELEPHONE PEDESTAL --8H1-1--, 0.6 M
 QN0384'SOUTHEAST OF A WHITE METAL WITNESS POST, AND 0.9 M NORTH, 1.0 M
 QN0384'SOUTHEAST, AND 1.0 M SOUTHWEST OF THREE WHITE PLASTIC WITNESS POSTS.
 QN0384'NOTE-- VISIBLE OBSTRUCTIONS AT THIS STATION ARE TREES TO THE NORTH
 QN0384'EXTENDING TO 70 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0357 ***********************************************************************
 QN0357  DESIGNATION -  N 149
 QN0357  PID         -  QN0357
 QN0357  STATE/COUNTY-  WI/BARRON
 QN0357  USGS QUAD   -  BARRON (1978)
 QN0357
 QN0357                         *CURRENT SURVEY CONTROL
 QN0357  ___________________________________________________________________
 QN0357* NAD 83(1986)-  45 24 02.     (N)    091 50 05.     (W)     SCALED    
 QN0357* NAVD 88     -       335.846  (meters)    1101.85   (feet)  ADJUSTED  
 QN0357  ___________________________________________________________________
 QN0357  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 QN0357  DYNAMIC HT  -         335.817 (meters)    1101.76  (feet)  COMP
 QN0357  MODELED GRAV-     980,520.5   (mgal)                       NAVD 88
 QN0357
 QN0357  VERT ORDER  -  FIRST     CLASS II
 QN0357
 QN0357.The horizontal coordinates were scaled from a topographic map and have
 QN0357.an estimated accuracy of +/- 6 seconds.
 QN0357
 QN0357.The orthometric height was determined by differential leveling
 QN0357.and adjusted by the National Geodetic Survey in June 1991..
 QN0357
 QN0357.The geoid height was determined by GEOID03.
 QN0357
 QN0357.The dynamic height is computed by dividing the NAVD 88
 QN0357.geopotential number by the normal gravity value computed on the
 QN0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0357.degrees latitude (g = 980.6199 gals.).
 QN0357
 QN0357.The modeled gravity was interpolated from observed gravity values.
 QN0357
 QN0357;                    North         East    Units  Estimated Accuracy
 QN0357;SPC WI C     -   175,780.      456,360.      MT  (+/- 180 meters Scaled)
 QN0357
 QN0357                          SUPERSEDED SURVEY CONTROL
 QN0357
 QN0357.No superseded survey control is available for this station.
 QN0357
 QN0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL911281(NAD 83)
 QN0357_MARKER: DB = BENCH MARK DISK
 QN0357_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QN0357_SP_SET: DAM WINGWALL
 QN0357_STAMPING: N 149 1980
 QN0357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0357
 QN0357  HISTORY     - Date     Condition        Report By
 QN0357  HISTORY     - 1980     MONUMENTED       NGS
 QN0357  HISTORY     - 20040909 MARK NOT FOUND   WIDT
 QN0357
 QN0357                          STATION DESCRIPTION
 QN0357
 QN0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QN0357'IN BARRON.
 QN0357'IN BARRON, AT A MUNICIPAL DAM AND HYDRO PLANT ON THE YELLOW RIVER, AT
 QN0357'THE JUNCTION OF LA SALLE AVENUE AND 14TH STREET, 2.1 M (7.0 FT) SOUTH
 QN0357'OF THE NORTH EDGE OF THE EASTERNMOST WINGWALL OF THE DAM, 7.3 M
 QN0357'(24.0 FT) SOUTH OF THE CENTERLINE OF A PAVED ROAD, 3.0 M (10.0 FT)
 QN0357'SOUTH OF A CONCRETE GUARDRAIL, 4.3 M (14.3 FT) SOUTHWEST OF A STREET
 QN0357'LIGHT.
 QN0357'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 QN0357
 QN0357                          STATION RECOVERY (2004)
 QN0357
 QN0357'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0357'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0082 ***********************************************************************
 RM0082  DESIGNATION -  N 15
 RM0082  PID         -  RM0082
 RM0082  STATE/COUNTY-  WI/IRON
 RM0082  USGS QUAD   -  SAXON (1956)
 RM0082
 RM0082                         *CURRENT SURVEY CONTROL
 RM0082  ___________________________________________________________________
 RM0082* NAD 83(1986)-  46 29 26.     (N)    090 27 17.     (W)     SCALED    
 RM0082* NAVD 88     -       331.008  (meters)    1085.98   (feet)  ADJUSTED  
 RM0082  ___________________________________________________________________
 RM0082  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 RM0082  DYNAMIC HT  -         331.027 (meters)    1086.04  (feet)  COMP
 RM0082  MODELED GRAV-     980,663.5   (mgal)                       NAVD 88
 RM0082
 RM0082  VERT ORDER  -  FIRST     CLASS II
 RM0082
 RM0082.The horizontal coordinates were scaled from a topographic map and have
 RM0082.an estimated accuracy of +/- 6 seconds.
 RM0082
 RM0082.The orthometric height was determined by differential leveling
 RM0082.and adjusted by the National Geodetic Survey in June 1991..
 RM0082
 RM0082.The geoid height was determined by GEOID03.
 RM0082
 RM0082.The dynamic height is computed by dividing the NAVD 88
 RM0082.geopotential number by the normal gravity value computed on the
 RM0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0082.degrees latitude (g = 980.6199 gals.).
 RM0082
 RM0082.The modeled gravity was interpolated from observed gravity values.
 RM0082
 RM0082;                    North         East    Units  Estimated Accuracy
 RM0082;SPC WI N     -   147,250.      565,090.      MT  (+/- 180 meters Scaled)
 RM0082
 RM0082                          SUPERSEDED SURVEY CONTROL
 RM0082
 RM0082  NGVD 29 (??/??/92)  331.027  (m)         1086.04   (f) ADJ UNCH    1 2
 RM0082
 RM0082.Superseded values are not recommended for survey control.
 RM0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0082.See file dsdata.txt to determine how the superseded data were derived.
 RM0082
 RM0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM953517(NAD 83)
 RM0082_MARKER: DB = BENCH MARK DISK
 RM0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0082_STAMPING: N 15 1934
 RM0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0082+STABILITY: SURFACE MOTION
 RM0082
 RM0082  HISTORY     - Date     Condition        Report By
 RM0082  HISTORY     - 1934     MONUMENTED       CGS
 RM0082  HISTORY     - 1982     MARK NOT FOUND   NGS
 RM0082  HISTORY     - 20050830 MARK NOT FOUND   WIDT
 RM0082
 RM0082                          STATION DESCRIPTION
 RM0082
 RM0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RM0082'2 MI W FROM SAXON.
 RM0082'ABOUT 2 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 RM0082'FROM SAXSON, IRON COUNTY, ONE RAIL WEST OF THE CROSSING OF
 RM0082'THE DULUTH, SOUTH SHORE AND ATLANTIC RAILROAD, 65 FEET NORTH
 RM0082'OF DULUTH, SOUTH SHORE AND ATLANTIC RAILROAD MILEPOST 314,
 RM0082'AND 30 FEET NORTH OF THE CHICAGO AND NORTH WESTERN RAILWAY TRACK.
 RM0082'A STANDARD DISK, STAMPED N 15 1934 AND SET IN THE TOP OF A
 RM0082'CONCRETE POST.
 RM0082
 RM0082                          STATION RECOVERY (1982)
 RM0082
 RM0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RM0082'NOT RECOVERED.  PROBABLY BURIED BY RAILROAD DEBRIS.  THE RAILROAD IS
 RM0082'BEING TORN OUT.
 RM0082
 RM0082                          STATION RECOVERY (2005)
 RM0082
 RM0082'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RM0082'MARK NOT FOUND.  --ADD-PULLED DIMENSIONS FROM ORIGINAL NOTES,
 RM0082'INTERSECTION PLACES STATION IN THE REMAINS OF AN OLD CONCRETE BUILDING
 RM0082'FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0416 ***********************************************************************
 RM0416  DESIGNATION -  N 150
 RM0416  PID         -  RM0416
 RM0416  STATE/COUNTY-  WI/DOUGLAS
 RM0416  USGS QUAD   -  SOLON SPRINGS (1982)
 RM0416
 RM0416                         *CURRENT SURVEY CONTROL
 RM0416  ___________________________________________________________________
 RM0416* NAD 83(1986)-  46 17 15.     (N)    091 48 38.     (W)     SCALED    
 RM0416* NAVD 88     -       330.846  (meters)    1085.45   (feet)  ADJUSTED  
 RM0416  ___________________________________________________________________
 RM0416  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 RM0416  DYNAMIC HT  -         330.881 (meters)    1085.57  (feet)  COMP
 RM0416  MODELED GRAV-     980,709.2   (mgal)                       NAVD 88
 RM0416
 RM0416  VERT ORDER  -  FIRST     CLASS II
 RM0416
 RM0416.The horizontal coordinates were scaled from a topographic map and have
 RM0416.an estimated accuracy of +/- 6 seconds.
 RM0416
 RM0416.The orthometric height was determined by differential leveling
 RM0416.and adjusted by the National Geodetic Survey in June 1991..
 RM0416
 RM0416.The geoid height was determined by GEOID03.
 RM0416
 RM0416.The dynamic height is computed by dividing the NAVD 88
 RM0416.geopotential number by the normal gravity value computed on the
 RM0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0416.degrees latitude (g = 980.6199 gals.).
 RM0416
 RM0416.The modeled gravity was interpolated from observed gravity values.
 RM0416
 RM0416;                    North         East    Units  Estimated Accuracy
 RM0416;SPC WI N     -   126,170.      460,500.      MT  (+/- 180 meters Scaled)
 RM0416
 RM0416                          SUPERSEDED SURVEY CONTROL
 RM0416
 RM0416.No superseded survey control is available for this station.
 RM0416
 RM0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM916266(NAD 83)
 RM0416_MARKER: DB = BENCH MARK DISK
 RM0416_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0416_SP_SET: STAINLESS STEEL ROD
 RM0416_STAMPING: N 150 1979
 RM0416_PROJECTION: FLUSH
 RM0416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0416_ROD/PIPE-DEPTH: 13.7 meters
 RM0416
 RM0416  HISTORY     - Date     Condition        Report By
 RM0416  HISTORY     - 1979     MONUMENTED       NGS
 RM0416
 RM0416                          STATION DESCRIPTION
 RM0416
 RM0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RM0416'3.2 MI NORTH FROM GORDON.
 RM0416'3.2 MILES NORTH ALONG U.S. HIGHWAY 53 FROM THE JUNCTION OF COUNTY ROAD
 RM0416'Y IN GORDON, AT THE JUNCTION OF COUNTY ROAD M, 80.6 FT. SOUTHEAST OF
 RM0416'THE SOUTHEAST CORNER OF A STONE HOUSE, 53.9 FT. EAST OF THE CENTERLINE
 RM0416'OF THE HIGHWAY, 34.9 FT. SOUTH OF THE CENTERLINE OF THE ROAD, 6.0 FT.
 RM0416'EAST OF A POWERLINE T-JUNCTION POLE.  DISK IS 4 INCHES BELOW GROUND,
 RM0416'ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 RM0416'THE MARK IS 1 FT  N FROM A WITNESS POST.
 RM0416'THE MARK IS 2 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0445 ***********************************************************************
 RM0445  DESIGNATION -  N 151
 RM0445  PID         -  RM0445
 RM0445  STATE/COUNTY-  WI/DOUGLAS
 RM0445  USGS QUAD   -  SOUTH RANGE (1975)
 RM0445
 RM0445                         *CURRENT SURVEY CONTROL
 RM0445  ___________________________________________________________________
 RM0445* NAD 83(1986)-  46 32 49.     (N)    091 57 39.     (W)     SCALED    
 RM0445* NAVD 88     -       319.165  (meters)    1047.13   (feet)  ADJUSTED  
 RM0445  ___________________________________________________________________
 RM0445  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 RM0445  DYNAMIC HT  -         319.202 (meters)    1047.25  (feet)  COMP
 RM0445  MODELED GRAV-     980,718.3   (mgal)                       NAVD 88
 RM0445
 RM0445  VERT ORDER  -  FIRST     CLASS II
 RM0445
 RM0445.The horizontal coordinates were scaled from a topographic map and have
 RM0445.an estimated accuracy of +/- 6 seconds.
 RM0445
 RM0445.The orthometric height was determined by differential leveling
 RM0445.and adjusted by the National Geodetic Survey in June 1991..
 RM0445
 RM0445.The geoid height was determined by GEOID03.
 RM0445
 RM0445.The dynamic height is computed by dividing the NAVD 88
 RM0445.geopotential number by the normal gravity value computed on the
 RM0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0445.degrees latitude (g = 980.6199 gals.).
 RM0445
 RM0445.The modeled gravity was interpolated from observed gravity values.
 RM0445
 RM0445;                    North         East    Units  Estimated Accuracy
 RM0445;SPC WI N     -   155,270.      449,630.      MT  (+/- 180 meters Scaled)
 RM0445
 RM0445                          SUPERSEDED SURVEY CONTROL
 RM0445
 RM0445.No superseded survey control is available for this station.
 RM0445
 RM0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM796553(NAD 83)
 RM0445_MARKER: DB = BENCH MARK DISK
 RM0445_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0445_SP_SET: STAINLESS STEEL ROD
 RM0445_STAMPING: N 151 1979
 RM0445_PROJECTION: FLUSH
 RM0445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0445_ROD/PIPE-DEPTH: 10.7 meters
 RM0445
 RM0445  HISTORY     - Date     Condition        Report By
 RM0445  HISTORY     - 1979     MONUMENTED       NGS
 RM0445
 RM0445                          STATION DESCRIPTION
 RM0445
 RM0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RM0445'5.05 MI WEST FROM SOUTH RANGE.
 RM0445'1.5 MILES SOUTH ALONG COUNTY ROAD K FROM THE JUNCTION OF COUNTY ROAD C
 RM0445'WEST IN SOUTH RANGE, THENCE 3.5 MILES SOUTHEAST ALONG WAY ROAD, THENCE
 RM0445'0.05 MILE EAST ALONG COUNTY ROAD V, 87.8 FT. NORTHWEST OF THE NORTH
 RM0445'END OF A CULVERT FOR A SMALL POND, 53.5 FT. NORTH OF THE CENTERLINE OF
 RM0445'THE ROAD, 20.2 FT. WEST OF THE CENTERLINE OF THE EASTERNMOST DRIVE,
 RM0445'1.6 FT. SOUTH OF A POWERLINE POLE.  DISK IS 4 INCHES BELOW GROUND,
 RM0445'ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 RM0445'THE MARK IS 1 FT  S FROM A WITNESS POST.
 RM0445'THE MARK IS 1 FT BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO1406 ***********************************************************************
 QO1406  DESIGNATION -  N 152
 QO1406  PID         -  QO1406
 QO1406  STATE/COUNTY-  WI/BARRON
 QO1406  USGS QUAD   -  TURTLE LAKE (1978)
 QO1406
 QO1406                         *CURRENT SURVEY CONTROL
 QO1406  ___________________________________________________________________
 QO1406* NAD 83(1986)-  45 23 56.     (N)    092 08 35.     (W)     SCALED    
 QO1406* NAVD 88     -       392.558  (meters)    1287.92   (feet)  ADJUSTED  
 QO1406  ___________________________________________________________________
 QO1406  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 QO1406  DYNAMIC HT  -         392.515 (meters)    1287.78  (feet)  COMP
 QO1406  MODELED GRAV-     980,496.5   (mgal)                       NAVD 88
 QO1406
 QO1406  VERT ORDER  -  FIRST     CLASS II
 QO1406
 QO1406.The horizontal coordinates were scaled from a topographic map and have
 QO1406.an estimated accuracy of +/- 6 seconds.
 QO1406
 QO1406.The orthometric height was determined by differential leveling
 QO1406.and adjusted by the National Geodetic Survey in June 1991..
 QO1406
 QO1406.The geoid height was determined by GEOID03.
 QO1406
 QO1406.The dynamic height is computed by dividing the NAVD 88
 QO1406.geopotential number by the normal gravity value computed on the
 QO1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1406.degrees latitude (g = 980.6199 gals.).
 QO1406
 QO1406.The modeled gravity was interpolated from observed gravity values.
 QO1406
 QO1406;                    North         East    Units  Estimated Accuracy
 QO1406;SPC WI C     -   176,180.      432,230.      MT  (+/- 180 meters Scaled)
 QO1406
 QO1406                          SUPERSEDED SURVEY CONTROL
 QO1406
 QO1406.No superseded survey control is available for this station.
 QO1406
 QO1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL670276(NAD 83)
 QO1406_MARKER: DB = BENCH MARK DISK
 QO1406_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QO1406_SP_SET: ABUTMENT
 QO1406_STAMPING: N 152 1980
 QO1406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1406+STABILITY: SURFACE MOTION
 QO1406
 QO1406  HISTORY     - Date     Condition        Report By
 QO1406  HISTORY     - 1980     MONUMENTED       NGS
 QO1406  HISTORY     - 20040907 MARK NOT FOUND   WIDT
 QO1406
 QO1406                          STATION DESCRIPTION
 QO1406
 QO1406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QO1406'IN TURTLE LAKE.
 QO1406'IN TURTLE LAKE, IN TOP OF THE NORTH END OF THE WEST CONCRETE ABUTMENT
 QO1406'OF THE U.S. HIGHWAY 8 BRIDGE OVER THE CHICAGO AND NORTHWESTERN
 QO1406'RAILROAD, 5.2 M (17.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 QO1406'0.8 M (2.6 FT) SOUTH OF THE NORTH END OF THE ABUTMENT, 0.85 M (2.8 FT)
 QO1406'NORTH OF A GUARDRAIL.
 QO1406'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 QO1406
 QO1406                          STATION RECOVERY (2004)
 QO1406
 QO1406'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QO1406'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO1378 ***********************************************************************
 QO1378  DESIGNATION -  N 153
 QO1378  PID         -  QO1378
 QO1378  STATE/COUNTY-  WI/ST CROIX
 QO1378  USGS QUAD   -  DEER PARK (1975)
 QO1378
 QO1378                         *CURRENT SURVEY CONTROL
 QO1378  ___________________________________________________________________
 QO1378* NAD 83(1986)-  45 08 12.     (N)    092 23 19.     (W)     SCALED    
 QO1378* NAVD 88     -       319.343  (meters)    1047.71   (feet)  ADJUSTED  
 QO1378  ___________________________________________________________________
 QO1378  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 QO1378  DYNAMIC HT  -         319.300 (meters)    1047.57  (feet)  COMP
 QO1378  MODELED GRAV-     980,475.6   (mgal)                       NAVD 88
 QO1378
 QO1378  VERT ORDER  -  FIRST     CLASS II
 QO1378
 QO1378.The horizontal coordinates were scaled from a topographic map and have
 QO1378.an estimated accuracy of +/- 6 seconds.
 QO1378
 QO1378.The orthometric height was determined by differential leveling
 QO1378.and adjusted by the National Geodetic Survey in June 1991..
 QO1378
 QO1378.The geoid height was determined by GEOID03.
 QO1378
 QO1378.The dynamic height is computed by dividing the NAVD 88
 QO1378.geopotential number by the normal gravity value computed on the
 QO1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1378.degrees latitude (g = 980.6199 gals.).
 QO1378
 QO1378.The modeled gravity was interpolated from observed gravity values.
 QO1378
 QO1378;                    North         East    Units  Estimated Accuracy
 QO1378;SPC WI C     -   147,590.      412,150.      MT  (+/- 180 meters Scaled)
 QO1378
 QO1378                          SUPERSEDED SURVEY CONTROL
 QO1378
 QO1378.No superseded survey control is available for this station.
 QO1378
 QO1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK480983(NAD 83)
 QO1378_MARKER: DB = BENCH MARK DISK
 QO1378_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QO1378_SP_SET: CULVERT HEADWALL
 QO1378_STAMPING: N 153 1980
 QO1378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1378+STABILITY: SURFACE MOTION
 QO1378
 QO1378  HISTORY     - Date     Condition        Report By
 QO1378  HISTORY     - 1980     MONUMENTED       NGS
 QO1378  HISTORY     - 20040108 MARK NOT FOUND   WIDT
 QO1378
 QO1378                          STATION DESCRIPTION
 QO1378
 QO1378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QO1378'22.7 KM SW FROM CLEAR LAKE.
 QO1378'14.3 KM (8.85 MI) SOUTH ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF
 QO1378'COUNTY ROAD JJ IN CLEAR LAKE, THENCE 8.4 KM (5.2 MI) WEST ALONG STATE
 QO1378'HIGHWAY 64, 0.3 KM (0.2 MI) WEST OF THE JUNCTION OF STATE HIGHWAY 46
 QO1378'NORTH AND U.S. HIGHWAY 63, IN TOP OF THE EAST END OF THE NORTH
 QO1378'CONCRETE HEADWALL OF A 6-M X 3-M BOX CULVERT UNDER THE HIGHWAY, 7.3 M
 QO1378'(24.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 0.3 M (1.0 FT) WEST
 QO1378'OF A WOODEN RIGHT-OF-WAY POST.
 QO1378'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 QO1378
 QO1378                          STATION RECOVERY (2004)
 QO1378
 QO1378'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (MJB)
 QO1378'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO1349 ***********************************************************************
 QO1349  DESIGNATION -  N 154
 QO1349  PID         -  QO1349
 QO1349  STATE/COUNTY-  WI/ST CROIX
 QO1349  USGS QUAD   -  SOMERSET SOUTH (1974)
 QO1349
 QO1349                         *CURRENT SURVEY CONTROL
 QO1349  ___________________________________________________________________
 QO1349* NAD 83(1986)-  45 00 10.     (N)    092 40 30.     (W)     SCALED    
 QO1349* NAVD 88     -       280.364  (meters)     919.83   (feet)  ADJUSTED  
 QO1349  ___________________________________________________________________
 QO1349  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 QO1349  DYNAMIC HT  -         280.337 (meters)     919.74  (feet)  COMP
 QO1349  MODELED GRAV-     980,512.1   (mgal)                       NAVD 88
 QO1349
 QO1349  VERT ORDER  -  FIRST     CLASS II
 QO1349
 QO1349.The horizontal coordinates were scaled from a topographic map and have
 QO1349.an estimated accuracy of +/- 6 seconds.
 QO1349
 QO1349.The orthometric height was determined by differential leveling
 QO1349.and adjusted by the National Geodetic Survey in June 1991..
 QO1349
 QO1349.The geoid height was determined by GEOID03.
 QO1349
 QO1349.The dynamic height is computed by dividing the NAVD 88
 QO1349.geopotential number by the normal gravity value computed on the
 QO1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1349.degrees latitude (g = 980.6199 gals.).
 QO1349
 QO1349.The modeled gravity was interpolated from observed gravity values.
 QO1349
 QO1349;                    North         East    Units  Estimated Accuracy
 QO1349;SPC WI C     -   133,420.      389,150.      MT  (+/- 180 meters Scaled)
 QO1349
 QO1349                          SUPERSEDED SURVEY CONTROL
 QO1349
 QO1349.No superseded survey control is available for this station.
 QO1349
 QO1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK256833(NAD 83)
 QO1349_MARKER: I = METAL ROD
 QO1349_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QO1349_SP_SET: STAINLESS STEEL ROD
 QO1349_STAMPING: N 154 1980
 QO1349_PROJECTION: FLUSH
 QO1349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1349+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2003
 QO1349_ROD/PIPE-DEPTH: 11.2 meters
 QO1349
 QO1349  HISTORY     - Date     Condition        Report By
 QO1349  HISTORY     - 1980     MONUMENTED       NGS
 QO1349  HISTORY     - 20031116 GOOD             USPSQD
 QO1349
 QO1349                          STATION DESCRIPTION
 QO1349
 QO1349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QO1349'2.5 KM SOUTH FROM BURKHARDT.
 QO1349'2.5 KM (1.55 MI) SOUTH ALONG COUNTY ROAD A FROM THE JUNCTION OF OLD
 QO1349'MILL ROAD IN BURKHARDT, ALSO 7.9 KM (4.9 MI) NORTHEAST ALONG COUNTY
 QO1349'ROAD A FROM THE JUNCTION OF STATE HIGHWAY 35 IN HUDSON, AT THE
 QO1349'JUNCTION OF MC CUTCHEON ROAD, 12.4 M (41.0 FT) EAST OF THE CENTERLINE
 QO1349'OF COUNTY ROAD A, 10.6 M (35.0 FT) SOUTH OF THE CENTERLINE OF MC
 QO1349'CUTCHEON ROAD, 2.4 M (8.0 FT) EAST OF A CORNER FENCE POST AND GUYED
 QO1349'POWERLINE POLE NUMBER 1724, 0.3 M (1.0 FT) NORTH OF A FENCE.
 QO1349'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 QO1349'THE MARK IS 0.9 M BELOW THE ROADS.
 QO1349
 QO1349                          STATION RECOVERY (2003)
 QO1349
 QO1349'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 QO1349'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 3 FEET SOUTHWEST OF
 QO1349'POWER POLE --AHB111-- OR --7516YY29-40T-- AND 3 FEET WEST OF A CORNER
 QO1349'WOOD FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0324 ***********************************************************************
 QN0324  DESIGNATION -  N 155
 QN0324  PID         -  QN0324
 QN0324  STATE/COUNTY-  WI/SAWYER
 QN0324  USGS QUAD   -  RADISSON (1972)
 QN0324
 QN0324                         *CURRENT SURVEY CONTROL
 QN0324  ___________________________________________________________________
 QN0324* NAD 83(1986)-  45 46 10.     (N)    091 13 15.     (W)     SCALED    
 QN0324* NAVD 88     -       379.354  (meters)    1244.60   (feet)  ADJUSTED  
 QN0324  ___________________________________________________________________
 QN0324  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 QN0324  DYNAMIC HT  -         379.336 (meters)    1244.54  (feet)  COMP
 QN0324  MODELED GRAV-     980,557.6   (mgal)                       NAVD 88
 QN0324
 QN0324  VERT ORDER  -  FIRST     CLASS II
 QN0324
 QN0324.The horizontal coordinates were scaled from a topographic map and have
 QN0324.an estimated accuracy of +/- 6 seconds.
 QN0324
 QN0324.The orthometric height was determined by differential leveling
 QN0324.and adjusted by the National Geodetic Survey in June 1991..
 QN0324
 QN0324.The geoid height was determined by GEOID03.
 QN0324
 QN0324.The dynamic height is computed by dividing the NAVD 88
 QN0324.geopotential number by the normal gravity value computed on the
 QN0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0324.degrees latitude (g = 980.6199 gals.).
 QN0324
 QN0324.The modeled gravity was interpolated from observed gravity values.
 QN0324
 QN0324;                    North         East    Units  Estimated Accuracy
 QN0324;SPC WI N     -    67,730.      505,050.      MT  (+/- 180 meters Scaled)
 QN0324
 QN0324                          SUPERSEDED SURVEY CONTROL
 QN0324
 QN0324.No superseded survey control is available for this station.
 QN0324
 QN0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL383699(NAD 83)
 QN0324_MARKER: DB = BENCH MARK DISK
 QN0324_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 QN0324_SP_SET: FOUNDATION FOR LEG OF WATER TA
 QN0324_STAMPING: N 155 1979
 QN0324_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QN0324+STABILITY: POSITION/ELEVATION WELL
 QN0324
 QN0324  HISTORY     - Date     Condition        Report By
 QN0324  HISTORY     - 1979     MONUMENTED       NGS
 QN0324
 QN0324                          STATION DESCRIPTION
 QN0324
 QN0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 QN0324'IN RADISSON.
 QN0324'IN RADISSON, IN TOP OF THE FOUNDATION OF THE NORTHWEST LEG OF THE CITY
 QN0324'WATER TANK WHICH IS SET ON SOLID BEDROCK, 145 FT. EAST OF THE
 QN0324'CENTERLINE OF STATE HIGHWAY 40, 97.0 FT. NORTHWEST OF THE NORTHWEST
 QN0324'CORNER OF THE FIRE STATION, 75.0 FT. NORTHEAST OF A FLAGPOLE.
 QN0324'THE MARK IS 2 FT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0227 ***********************************************************************
 RM0227  DESIGNATION -  N 16
 RM0227  PID         -  RM0227
 RM0227  STATE/COUNTY-  WI/BAYFIELD
 RM0227  USGS QUAD   -  MOQUAH (1975)
 RM0227
 RM0227                         *CURRENT SURVEY CONTROL
 RM0227  ___________________________________________________________________
 RM0227* NAD 83(1986)-  46 34 29.     (N)    091 01 17.     (W)     SCALED    
 RM0227* NAVD 88     -       231.466  (meters)     759.40   (feet)  ADJUSTED  
 RM0227  ___________________________________________________________________
 RM0227  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 RM0227  DYNAMIC HT  -         231.469 (meters)     759.41  (feet)  COMP
 RM0227  MODELED GRAV-     980,624.9   (mgal)                       NAVD 88
 RM0227
 RM0227  VERT ORDER  -  FIRST     CLASS II
 RM0227
 RM0227.The horizontal coordinates were scaled from a topographic map and have
 RM0227.an estimated accuracy of +/- 6 seconds.
 RM0227
 RM0227.The orthometric height was determined by differential leveling
 RM0227.and adjusted by the National Geodetic Survey in June 1991..
 RM0227
 RM0227.The geoid height was determined by GEOID03.
 RM0227
 RM0227.The dynamic height is computed by dividing the NAVD 88
 RM0227.geopotential number by the normal gravity value computed on the
 RM0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0227.degrees latitude (g = 980.6199 gals.).
 RM0227
 RM0227.The modeled gravity was interpolated from observed gravity values.
 RM0227
 RM0227;                    North         East    Units  Estimated Accuracy
 RM0227;SPC WI N     -   157,010.      521,710.      MT  (+/- 180 meters Scaled)
 RM0227
 RM0227                          SUPERSEDED SURVEY CONTROL
 RM0227
 RM0227  NGVD 29 (??/??/92)  231.459  (m)          759.38   (f) ADJ UNCH    1 2
 RM0227
 RM0227.Superseded values are not recommended for survey control.
 RM0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0227.See file dsdata.txt to determine how the superseded data were derived.
 RM0227
 RM0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM516598(NAD 83)
 RM0227_MARKER: DB = BENCH MARK DISK
 RM0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0227_STAMPING: N 16 1934
 RM0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0227+STABILITY: SURFACE MOTION
 RM0227
 RM0227  HISTORY     - Date     Condition        Report By
 RM0227  HISTORY     - 1934     MONUMENTED       CGS
 RM0227  HISTORY     - 1963     MARK NOT FOUND   USGS
 RM0227  HISTORY     - 1982     MARK NOT FOUND   NGS
 RM0227  HISTORY     - 20040507 MARK NOT FOUND   USPSQD
 RM0227  HISTORY     - 20041208 MARK NOT FOUND   WIDT
 RM0227
 RM0227                          STATION DESCRIPTION
 RM0227
 RM0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RM0227'2.5 MI W FROM ASHLAND JUNCTION.
 RM0227'ABOUT 2-1/2 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM
 RM0227'ASHLAND JUNCTION, BAYFIELD COUNTY, AT MILEAGE 7.5, ON THE EAST
 RM0227'SIDE OF A PRIVATE-ROAD CROSSING, 40 FEET SOUTH OF THE TRACK, AND
 RM0227'IN LINE WITH W FENCE.  A STANDARD DISK, STAMPED N 16 1934 AND
 RM0227'SET IN THE TOP OF A CONCRETE POST.
 RM0227
 RM0227                          STATION RECOVERY (1963)
 RM0227
 RM0227'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 RM0227'MARK NOT FOUND.
 RM0227
 RM0227                          STATION RECOVERY (1982)
 RM0227
 RM0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RM0227'NOT RECOVERED.
 RM0227
 RM0227                          STATION RECOVERY (2004)
 RM0227
 RM0227'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 RM0227'MARK NOT FOUND USPS JRD
 RM0227
 RM0227                          STATION RECOVERY (2004)
 RM0227
 RM0227'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 RM0227'THE STATION WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0169 ***********************************************************************
 RM0169  DESIGNATION -  N 17
 RM0169  PID         -  RM0169
 RM0169  STATE/COUNTY-  WI/ASHLAND
 RM0169  USGS QUAD   -  MELLEN (1980)
 RM0169
 RM0169                         *CURRENT SURVEY CONTROL
 RM0169  ___________________________________________________________________
 RM0169* NAD 83(1986)-  46 20 09.     (N)    090 39 16.     (W)     SCALED    
 RM0169* NAVD 88     -       372.383  (meters)    1221.73   (feet)  ADJUSTED  
 RM0169  ___________________________________________________________________
 RM0169  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 RM0169  DYNAMIC HT  -         372.390 (meters)    1221.75  (feet)  COMP
 RM0169  MODELED GRAV-     980,623.5   (mgal)                       NAVD 88
 RM0169
 RM0169  VERT ORDER  -  SECOND    CLASS 0
 RM0169
 RM0169.The horizontal coordinates were scaled from a topographic map and have
 RM0169.an estimated accuracy of +/- 6 seconds.
 RM0169
 RM0169.The orthometric height was determined by differential leveling
 RM0169.and adjusted by the National Geodetic Survey in June 1991..
 RM0169
 RM0169.The geoid height was determined by GEOID03.
 RM0169
 RM0169.The dynamic height is computed by dividing the NAVD 88
 RM0169.geopotential number by the normal gravity value computed on the
 RM0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0169.degrees latitude (g = 980.6199 gals.).
 RM0169
 RM0169.The modeled gravity was interpolated from observed gravity values.
 RM0169
 RM0169;                    North         East    Units  Estimated Accuracy
 RM0169;SPC WI N     -   130,160.      549,620.      MT  (+/- 180 meters Scaled)
 RM0169
 RM0169                          SUPERSEDED SURVEY CONTROL
 RM0169
 RM0169  NGVD 29 (??/??/92)  372.393  (m)         1221.76   (f) ADJ UNCH    2 0
 RM0169
 RM0169.Superseded values are not recommended for survey control.
 RM0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0169.See file dsdata.txt to determine how the superseded data were derived.
 RM0169
 RM0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM805340(NAD 83)
 RM0169_MARKER: DB = BENCH MARK DISK
 RM0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0169_STAMPING: N 17 1934
 RM0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0169+STABILITY: SURFACE MOTION
 RM0169
 RM0169  HISTORY     - Date     Condition        Report By
 RM0169  HISTORY     - 1934     MONUMENTED       CGS
 RM0169  HISTORY     - 20041207 MARK NOT FOUND   WIDT
 RM0169
 RM0169                          STATION DESCRIPTION
 RM0169
 RM0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RM0169'AT MELLEN.
 RM0169'AT MELLEN, ASHLAND COUNTY, 0.8 MILE NORTH OF THE MINNEAPOLIS,
 RM0169'ST. PAUL AND SAULT STE. MARIE RAILWAY STATION, AT A YARD-LIMIT
 RM0169'SIGN, AND 20 FEET WEST OF THE TRACK.  A STANDARD DISK, STAMPED
 RM0169'N 17 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RM0169
 RM0169                          STATION RECOVERY (2004)
 RM0169
 RM0169'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 RM0169'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0064 ***********************************************************************
 QM0064  DESIGNATION -  N 18
 QM0064  PID         -  QM0064
 QM0064  STATE/COUNTY-  WI/MARINETTE
 QM0064  USGS QUAD   -  COLEMAN (1973)
 QM0064
 QM0064                         *CURRENT SURVEY CONTROL
 QM0064  ___________________________________________________________________
 QM0064* NAD 83(1986)-  45 06 36.     (N)    088 01 38.     (W)     SCALED    
 QM0064* NAVD 88     -       208.768  (meters)     684.93   (feet)  ADJUSTED  
 QM0064  ___________________________________________________________________
 QM0064  GEOID HEIGHT-         -36.25  (meters)                     GEOID03
 QM0064  DYNAMIC HT  -         208.751 (meters)     684.88  (feet)  COMP
 QM0064  MODELED GRAV-     980,532.2   (mgal)                       NAVD 88
 QM0064
 QM0064  VERT ORDER  -  SECOND    CLASS 0
 QM0064
 QM0064.The horizontal coordinates were scaled from a topographic map and have
 QM0064.an estimated accuracy of +/- 6 seconds.
 QM0064
 QM0064.The orthometric height was determined by differential leveling
 QM0064.and adjusted by the National Geodetic Survey in June 1991..
 QM0064
 QM0064.The geoid height was determined by GEOID03.
 QM0064
 QM0064.The dynamic height is computed by dividing the NAVD 88
 QM0064.geopotential number by the normal gravity value computed on the
 QM0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0064.degrees latitude (g = 980.6199 gals.).
 QM0064
 QM0064.The modeled gravity was interpolated from observed gravity values.
 QM0064
 QM0064;                    North         East    Units  Estimated Accuracy
 QM0064;SPC WI C     -   143,750.      755,230.      MT  (+/- 180 meters Scaled)
 QM0064
 QM0064                          SUPERSEDED SURVEY CONTROL
 QM0064
 QM0064  NGVD 29 (??/??/92)  208.797  (m)          685.03   (f) ADJ UNCH    2 0
 QM0064
 QM0064.Superseded values are not recommended for survey control.
 QM0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0064.See file dsdata.txt to determine how the superseded data were derived.
 QM0064
 QM0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ191956(NAD 83)
 QM0064_MARKER: DB = BENCH MARK DISK
 QM0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0064+STABILITY: SURFACE MOTION
 QM0064
 QM0064  HISTORY     - Date     Condition        Report By
 QM0064  HISTORY     - UNK      MONUMENTED       CGS
 QM0064  HISTORY     - 1934     GOOD             NGS
 QM0064  HISTORY     - 1973     MARK NOT FOUND   USGS
 QM0064  HISTORY     - 19901022 MARK NOT FOUND   USPSQD
 QM0064  HISTORY     - 20010331 MARK NOT FOUND   NGS
 QM0064  HISTORY     - 20051128 MARK NOT FOUND   WIDT
 QM0064
 QM0064                          STATION DESCRIPTION
 QM0064
 QM0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QM0064'1.1 MI N FROM POUND.
 QM0064'1.1 MILES N. OF POUND.  ALONG C.M.ST. P. AND P. R.R. AT U.S.
 QM0064'HIGHWAY 141 CROSSING.  MARK IS AT FENCE, 14 YDS. W. OF CENTERLINE
 QM0064'OF TRACK AND 13 YDS. N. OF CENTERLINE OF CROSSING.
 QM0064
 QM0064                          STATION RECOVERY (1973)
 QM0064
 QM0064'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 QM0064'MARK NOT FOUND.
 QM0064
 QM0064                          STATION RECOVERY (1990)
 QM0064
 QM0064'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEA)
 QM0064'MARK NOT FOUND.
 QM0064
 QM0064                          STATION RECOVERY (2001)
 QM0064
 QM0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QM0064'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QM0064
 QM0064                          STATION RECOVERY (2005)
 QM0064
 QM0064'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0064'MARK NOT FOUND.  ADD--THE PUBLISHED DISTANCES LEAD TO AN AREA THAT HAS
 QM0064'BEEN REGRADED.   NOTE THERE IS A WISCONSIN DEPARTMENT OF
 QM0064'TRANSPORTATION GPS HORIZANTAL CONTROL MARK STAMPED --3120E33S-- WITHIN
 QM0064'15 FEET OF THE PUBLISHED DISTANCES FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0241 ***********************************************************************
 PM0241  DESIGNATION -  N 19
 PM0241  PID         -  PM0241
 PM0241  STATE/COUNTY-  WI/BROWN
 PM0241  USGS QUAD   -  GREEN BAY EAST (1992)
 PM0241
 PM0241                         *CURRENT SURVEY CONTROL
 PM0241  ___________________________________________________________________
 PM0241* NAD 83(1986)-  44 30 23.     (N)    087 59 39.     (W)     SCALED    
 PM0241* NAVD 88     -       179.620  (meters)     589.30   (feet)  ADJUSTED  
 PM0241  ___________________________________________________________________
 PM0241  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PM0241  DYNAMIC HT  -         179.598 (meters)     589.23  (feet)  COMP
 PM0241  MODELED GRAV-     980,490.4   (mgal)                       NAVD 88
 PM0241
 PM0241  VERT ORDER  -  FIRST     CLASS II
 PM0241
 PM0241.The horizontal coordinates were scaled from a topographic map and have
 PM0241.an estimated accuracy of +/- 6 seconds.
 PM0241
 PM0241.The orthometric height was determined by differential leveling
 PM0241.and adjusted by the National Geodetic Survey in June 1991..
 PM0241
 PM0241.The geoid height was determined by GEOID03.
 PM0241
 PM0241.The dynamic height is computed by dividing the NAVD 88
 PM0241.geopotential number by the normal gravity value computed on the
 PM0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0241.degrees latitude (g = 980.6199 gals.).
 PM0241
 PM0241.The modeled gravity was interpolated from observed gravity values.
 PM0241
 PM0241;                    North         East    Units  Estimated Accuracy
 PM0241;SPC WI C     -    76,760.      759,480.      MT  (+/- 180 meters Scaled)
 PM0241
 PM0241                          SUPERSEDED SURVEY CONTROL
 PM0241
 PM0241  NGVD 29 (??/??/92)  179.654  (m)          589.41   (f) ADJ UNCH    1 2
 PM0241
 PM0241.Superseded values are not recommended for survey control.
 PM0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0241.See file dsdata.txt to determine how the superseded data were derived.
 PM0241
 PM0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ209285(NAD 83)
 PM0241_MARKER: DB = BENCH MARK DISK
 PM0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PM0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0241+STABILITY: SURFACE MOTION
 PM0241
 PM0241  HISTORY     - Date     Condition        Report By
 PM0241  HISTORY     - UNK      MONUMENTED       CGS
 PM0241  HISTORY     - 1934     GOOD             NGS
 PM0241  HISTORY     - 1951     MARK NOT FOUND   USGS
 PM0241  HISTORY     - 19940602 MARK NOT FOUND   WI-009
 PM0241  HISTORY     - 20031212 MARK NOT FOUND   USPSQD
 PM0241  HISTORY     - 20050803 MARK NOT FOUND   WIDT
 PM0241
 PM0241                          STATION DESCRIPTION
 PM0241
 PM0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PM0241'IN GREEN BAY.
 PM0241'IN TOWN, IN THE SOUTHWEST CORNER OF THE YARD OF THE EAST HIGH
 PM0241'SCHOOL AT GREEN BAY, WIS. AT THE INTERSECTION OF THE WALK
 PM0241'LEADING TO THE WEST ENTRANCE WITH THE WALK LEADING TO THE SOUTH
 PM0241'ENTRANCE, 90 FT. SOUTHWEST OF THE SCHOOL BLDG., 130 FT. EAST OF
 PM0241'WALK ON BAIRD ST., 25 FT. NORTH OF THE CURB ON EAST WALNUT ST.
 PM0241
 PM0241                          STATION RECOVERY (1951)
 PM0241
 PM0241'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 PM0241'MARK NOT FOUND.
 PM0241
 PM0241                          STATION RECOVERY (1994)
 PM0241
 PM0241'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PM0241'MARK NOT FOUND.
 PM0241
 PM0241                          STATION RECOVERY (2003)
 PM0241
 PM0241'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0241'MARK NOT FOUND.
 PM0241
 PM0241                          STATION RECOVERY (2005)
 PM0241
 PM0241'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0241'NOT FOUND. ADD--GREEN BAY EAST HIGH SCHOOL HAS GONE THROUGH MAJOR
 PM0241'REMODELING WITHIN THE LAST 5 YEARS, DIMENSIONS PLACE THE MONUMENT ON
 PM0241'THE SIDE SLOPE TO A NEW SIDEWALK, NO EVIDENCE OF THE STATION WAS
 PM0241'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0082 ***********************************************************************
 PN0082  DESIGNATION -  N 2
 PN0082  PID         -  PN0082
 PN0082  STATE/COUNTY-  WI/BROWN
 PN0082  USGS QUAD   -  GREEN BAY WEST (1992)
 PN0082
 PN0082                         *CURRENT SURVEY CONTROL
 PN0082  ___________________________________________________________________
 PN0082* NAD 83(1986)-  44 31 05.     (N)    088 01 12.     (W)     SCALED    
 PN0082* NAVD 88     -       181.092  (meters)     594.13   (feet)  ADJUSTED  
 PN0082  ___________________________________________________________________
 PN0082  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 PN0082  DYNAMIC HT  -         181.069 (meters)     594.06  (feet)  COMP
 PN0082  MODELED GRAV-     980,489.3   (mgal)                       NAVD 88
 PN0082
 PN0082  VERT ORDER  -  FIRST     CLASS 0
 PN0082
 PN0082.The horizontal coordinates were scaled from a topographic map and have
 PN0082.an estimated accuracy of +/- 6 seconds.
 PN0082
 PN0082.The orthometric height was determined by differential leveling
 PN0082.and adjusted by the National Geodetic Survey in June 1991..
 PN0082.WARNING-Repeat measurements at this control monument indicate possible
 PN0082.vertical movement.
 PN0082
 PN0082.The geoid height was determined by GEOID03.
 PN0082
 PN0082.The dynamic height is computed by dividing the NAVD 88
 PN0082.geopotential number by the normal gravity value computed on the
 PN0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0082.degrees latitude (g = 980.6199 gals.).
 PN0082
 PN0082.The modeled gravity was interpolated from observed gravity values.
 PN0082
 PN0082;                    North         East    Units  Estimated Accuracy
 PN0082;SPC WI C     -    78,000.      757,400.      MT  (+/- 180 meters Scaled)
 PN0082
 PN0082                          SUPERSEDED SURVEY CONTROL
 PN0082
 PN0082.No superseded survey control is available for this station.
 PN0082
 PN0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ189299(NAD 83)
 PN0082_MARKER: DB = BENCH MARK DISK
 PN0082_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PN0082_SP_SET: BUILDING WALL
 PN0082_STAMPING: N 2 1922 ELEV 594.284
 PN0082_MARK LOGO: CGS   
 PN0082_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0082+STABILITY: SURFACE MOTION
 PN0082_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0082+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2005
 PN0082
 PN0082  HISTORY     - Date     Condition        Report By
 PN0082  HISTORY     - 1922     MONUMENTED       CGS
 PN0082  HISTORY     - 1972     GOOD             NGS
 PN0082  HISTORY     - 1974     GOOD             NOS
 PN0082  HISTORY     - 1985     GOOD             NGS
 PN0082  HISTORY     - 19940504 GOOD             WI-009
 PN0082  HISTORY     - 19950422 GOOD             USPSQD
 PN0082  HISTORY     - 20010920 GOOD             JCLS
 PN0082  HISTORY     - 20030607 GOOD             USPSQD
 PN0082  HISTORY     - 20040629 GOOD             USPSQD
 PN0082  HISTORY     - 20050629 GOOD             USPSQD
 PN0082  HISTORY     - 20050803 GOOD             WIDT
 PN0082
 PN0082                          STATION DESCRIPTION
 PN0082
 PN0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PN0082'AT GREEN BAY.
 PN0082'AT GREEN BAY, ABOUT 0.1 MILE WEST ALONG DOUSMAN STREET FROM
 PN0082'THE CHICAGO AND NORTH WESTERN RAILWAY STATION, AT THE INTERSECTION
 PN0082'OF BROADWAY AND DOUSMAN STREET, SET VERTICALLY IN THE NORTH
 PN0082'FACE OF A 2 FOOT SQUARE PILLAR THAT ENCASED IN GLASS, AT THE
 PN0082'DOORWAY OF A LARGE THREE STORY BRICK BUILDING, 14.3 FEET SOUTH
 PN0082'OF THE SOUTH CURB OF DOUSMAN STREET, 15 FEET WEST OF THE WEST
 PN0082'CURB OF BROADWAY, 1.4 FEET ABOVE THE LEVEL OF THE SIDEWALK AND
 PN0082'2 FEET ABOVE THE LEVEL OF THE STREET.
 PN0082
 PN0082                          STATION RECOVERY (1974)
 PN0082
 PN0082'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1974
 PN0082'RECOVERED IN GOOD CONDITION.
 PN0082
 PN0082                          STATION RECOVERY (1985)
 PN0082
 PN0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0082'RECOVERED IN GOOD CONDITION.  ADD--SET VERTICALLY IN THE NORTH FACE OF
 PN0082'A 2 FOOT SQUARE SUPPORT COLUMN OF THE ENTRANCE TO THE SHULTZ DRUG
 PN0082'STORE.  DELETE--SET VERTICALLY IN THE NORTH FACE OF A 2 FOOT SQUARE
 PN0082'PILLAR THATS ENCASED IN GLASS.
 PN0082
 PN0082                          STATION RECOVERY (1994)
 PN0082
 PN0082'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0082'CHANGE. SHULTZ DRUGS IS NOW ADVANCED AQUARIUM.  RECOVERED AS
 PN0082'DESCRIBED.
 PN0082
 PN0082                          STATION RECOVERY (1995)
 PN0082
 PN0082'RECOVERY NOTE BY US POWER SQUADRON 1995
 PN0082'RECOVERED IN GOOD CONDITION.
 PN0082
 PN0082                          STATION RECOVERY (2001)
 PN0082
 PN0082'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (MRY)
 PN0082'RECOVERED IN GOOD CONDITION.
 PN0082
 PN0082                          STATION RECOVERY (2003)
 PN0082
 PN0082'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0082'RECOVERED IN GOOD CONDITION.
 PN0082
 PN0082                          STATION RECOVERY (2004)
 PN0082
 PN0082'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWS)
 PN0082'MARK IS ON NORTH FACE OF CORNER COLUMN 3 FEET UP.
 PN0082
 PN0082                          STATION RECOVERY (2005)
 PN0082
 PN0082'RECOVERY NOTE BY US POWER SQUADRON 2005 (RWS)
 PN0082'RECOVERED IN GOOD CONDITION.
 PN0082
 PN0082                          STATION RECOVERY (2005)
 PN0082
 PN0082'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0082'RECOVERED IN GOOD CONDITION. ADD--THE STATION IS 1.2 M SOUTHWEST OF AN
 PN0082'ORANGE FIBERGLASS WITNESS POST, BRASS DISK IS 17 CM BELOW THE SURFACE
 PN0082'OF THE BLACKTOP, AND ACCESS COVER IS 9 CM BELOW THE SURFACE OF THE
 PN0082'BLACKTOP.  NOTE--THE ACCESS COVER WAS FOUND SITTING ON TOP OF PVC
 PN0082'CASING AND WAS RE-SLID ONTO THE PVC CASING TO COVER THE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0049 ***********************************************************************
 PM0049  DESIGNATION -  N 20
 PM0049  PID         -  PM0049
 PM0049  STATE/COUNTY-  WI/KEWAUNEE
 PM0049  USGS QUAD   -  ALGOMA (1982)
 PM0049
 PM0049                         *CURRENT SURVEY CONTROL
 PM0049  ___________________________________________________________________
 PM0049* NAD 83(1986)-  44 36 28.     (N)    087 26 10.     (W)     SCALED    
 PM0049* NAVD 88     -       182.854  (meters)     599.91   (feet)  ADJUSTED  
 PM0049  ___________________________________________________________________
 PM0049  GEOID HEIGHT-         -36.41  (meters)                     GEOID03
 PM0049  DYNAMIC HT  -         182.833 (meters)     599.84  (feet)  COMP
 PM0049  MODELED GRAV-     980,499.1   (mgal)                       NAVD 88
 PM0049
 PM0049  VERT ORDER  -  FIRST     CLASS I
 PM0049
 PM0049.The horizontal coordinates were scaled from a topographic map and have
 PM0049.an estimated accuracy of +/- 6 seconds.
 PM0049
 PM0049.The orthometric height was determined by differential leveling
 PM0049.and adjusted by the National Geodetic Survey in June 1991..
 PM0049
 PM0049.The geoid height was determined by GEOID03.
 PM0049
 PM0049.The dynamic height is computed by dividing the NAVD 88
 PM0049.geopotential number by the normal gravity value computed on the
 PM0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0049.degrees latitude (g = 980.6199 gals.).
 PM0049
 PM0049.The modeled gravity was interpolated from observed gravity values.
 PM0049
 PM0049;                    North         East    Units  Estimated Accuracy
 PM0049;SPC WI C     -    89,270.      803,490.      MT  (+/- 180 meters Scaled)
 PM0049
 PM0049                          SUPERSEDED SURVEY CONTROL
 PM0049
 PM0049  NGVD 29 (??/??/92)  182.894  (m)          600.04   (f) ADJ UNCH    1 1
 PM0049
 PM0049.Superseded values are not recommended for survey control.
 PM0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0049.See file dsdata.txt to determine how the superseded data were derived.
 PM0049
 PM0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ653394(NAD 83)
 PM0049_MARKER: DB = BENCH MARK DISK
 PM0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0049_SP_SET: CONCRETE POST
 PM0049_STAMPING: N 20 1934
 PM0049_MARK LOGO: CGS   
 PM0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0049+STABILITY: SURFACE MOTION
 PM0049_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0049+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2005
 PM0049
 PM0049  HISTORY     - Date     Condition        Report By
 PM0049  HISTORY     - 1934     MONUMENTED       CGS
 PM0049  HISTORY     - 1934     GOOD             NGS
 PM0049  HISTORY     - 1951     MARK NOT FOUND   USGS
 PM0049  HISTORY     - 1975     GOOD             NOS
 PM0049  HISTORY     - 19950829 GOOD             USPSQD
 PM0049  HISTORY     - 20030525 MARK NOT FOUND   USPSQD
 PM0049  HISTORY     - 20050720 GOOD             WIDT
 PM0049
 PM0049                          STATION DESCRIPTION
 PM0049
 PM0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PM0049'IN ALGOMA.
 PM0049'IN NORTHWEST CORNER OF AMERICAN LEG ON PARK.  30 FT. SOUTH OF STREET.
 PM0049'210 FT. NORTHWEST OF AMER. LEGION CLUB HOUSE.  2 BLOCKS EAST OF
 PM0049'MAIN STREET.
 PM0049
 PM0049                          STATION RECOVERY (1951)
 PM0049
 PM0049'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 PM0049'MARK NOT FOUND.
 PM0049
 PM0049                          STATION RECOVERY (1975)
 PM0049
 PM0049'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1975
 PM0049'RECOVERED IN GOOD CONDITION.
 PM0049
 PM0049                          STATION RECOVERY (1995)
 PM0049
 PM0049'RECOVERY NOTE BY US POWER SQUADRON 1995
 PM0049'RECOVERED IN GOOD CONDITION.
 PM0049
 PM0049                          STATION RECOVERY (2003)
 PM0049
 PM0049'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0049'NOT FOUND WITH PROBING AND A METAL DETECTOR.
 PM0049
 PM0049                          STATION RECOVERY (2005)
 PM0049
 PM0049'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0049'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS LOCATED 67.2 M WEST
 PM0049'OF THE NORTHWEST CORNER OF THE AMERICAN LEGION BUILDING, 25.6 M
 PM0049'NORTHEAST OF A POWER PEDESTAL LABELED --PANEL NO. 6--, 25.4 M
 PM0049'SOUTHWEST OF POWER POLE --87A43--, 19.1 M SOUTH-SOUTHWEST OF THE
 PM0049'SOUTHWEST CORNER OF THE CONCRETE FOUNDATION OF THE ALGOMA HARBOR
 PM0049'HOUSE, 16.5 M SOUTHEAST OF LIGHT POLE --87D33--,
 PM0049'15.5 M EAST OF CENTERLINE OF SECOND STREET, 9.1 M SOUTH OF THE
 PM0049'CENTERLINE OF CLARK STREET, 8.5 M NORTHWEST OF A 91 CM DIAMETER MAPLE
 PM0049'TREE, 6.5 M EAST OF INSIDE EDGE OF THE INTERSECTION OF THE NORTH-SOUTH
 PM0049'SIDEWALK WITH THE EAST-WEST SIDEWALK, AND 0.7 M SOUTH OF THE SOUTH
 PM0049'EDGE OF EAST-WEST SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0595 ***********************************************************************
 RM0595  DESIGNATION -  N 208
 RM0595  PID         -  RM0595
 RM0595  STATE/COUNTY-  WI/IRON
 RM0595  USGS QUAD   -  ORONTO BAY (1980)
 RM0595
 RM0595                         *CURRENT SURVEY CONTROL
 RM0595  ___________________________________________________________________
 RM0595* NAD 83(1986)-  46 30 03.     (N)    090 26 43.     (W)     SCALED    
 RM0595* NAVD 88     -       329.332  (meters)    1080.48   (feet)  ADJUSTED  
 RM0595  ___________________________________________________________________
 RM0595  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 RM0595  DYNAMIC HT  -         329.354 (meters)    1080.56  (feet)  COMP
 RM0595  MODELED GRAV-     980,670.9   (mgal)                       NAVD 88
 RM0595
 RM0595  VERT ORDER  -  FIRST     CLASS II
 RM0595
 RM0595.The horizontal coordinates were scaled from a topographic map and have
 RM0595.an estimated accuracy of +/- 6 seconds.
 RM0595
 RM0595.The orthometric height was determined by differential leveling
 RM0595.and adjusted by the National Geodetic Survey in June 1991..
 RM0595
 RM0595.The geoid height was determined by GEOID03.
 RM0595
 RM0595.The dynamic height is computed by dividing the NAVD 88
 RM0595.geopotential number by the normal gravity value computed on the
 RM0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0595.degrees latitude (g = 980.6199 gals.).
 RM0595
 RM0595.The modeled gravity was interpolated from observed gravity values.
 RM0595
 RM0595;                    North         East    Units  Estimated Accuracy
 RM0595;SPC WI N     -   148,380.      565,820.      MT  (+/- 180 meters Scaled)
 RM0595
 RM0595                          SUPERSEDED SURVEY CONTROL
 RM0595
 RM0595.No superseded survey control is available for this station.
 RM0595
 RM0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM960528(NAD 83)
 RM0595_MARKER: I = METAL ROD
 RM0595_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0595_SP_SET: STAINLESS STEEL ROD
 RM0595_STAMPING: N 208 1982
 RM0595_MARK LOGO: NGS   
 RM0595_PROJECTION: RECESSED 4 CENTIMETERS
 RM0595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0595_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0595+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2005
 RM0595_ROD/PIPE-DEPTH: 6.0  meters
 RM0595
 RM0595  HISTORY     - Date     Condition        Report By
 RM0595  HISTORY     - 1982     MONUMENTED       NGS
 RM0595  HISTORY     - 20030711 GOOD             USPSQD
 RM0595  HISTORY     - 20041126 GOOD             USPSQD
 RM0595  HISTORY     - 20050830 GOOD             WIDT
 RM0595
 RM0595                          STATION DESCRIPTION
 RM0595
 RM0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0595'2.4 KM (1.5 MI) WEST FROM SAXON.
 RM0595'2.4 KM (1.5 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF STATE
 RM0595'HIGHWAY 122 WHICH IS JUST NORTH OF SAXON, AT THE NORTH SIDE OF HIGHWAY
 RM0595'BY A POWERLINE POLE WITH A BRACE POLE AND AT THE EXTENDED END OF A
 RM0595'GRAVEL ROAD LEADING SOUTH, 17.9 METERS (59.0 FT) NORTH OF THE
 RM0595'CENTERLINE OF THE HIGHWAY, 18.2 METERS (60.0 FT) EAST OF THE CENTER OF
 RM0595'A PRIVATE DRIVEWAY LEADING NORTH, 9.1 METERS (30.0 FT) WEST OF A
 RM0595'TELEPHONE JUNCTION BOX, 4.2 METERS (14.0 FT) WEST  OF A HIGHWAY RIGHT
 RM0595'OF WAY MARKER, AND 1.7 METERS (5.5 FT) WEST OF A POWERLINE POLE WITH A
 RM0595'BRACE POLE AND TRANSFORMER.
 RM0595'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 RM0595'THE MARK IS 0.9 M ABOVE HIGHWAY.
 RM0595
 RM0595                          STATION RECOVERY (2003)
 RM0595
 RM0595'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0595'RECOVERED IN GOOD CONDITION.  NOTE-- THE ROAD LEADING SOUTH IS CLEMENT
 RM0595'ROAD, THE DRIVEWAY LEADING NORTH IS AT 10102W, THE POWER POLE IS
 RM0595'NUMBERED 35-98/06 RICOO5-3T.
 RM0595
 RM0595                          STATION RECOVERY (2004)
 RM0595
 RM0595'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0595'RECOVERED IN GOOD CONDITION.
 RM0595
 RM0595                          STATION RECOVERY (2005)
 RM0595
 RM0595'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RM0595'RECOVERED IN GOOD CONDITION.  -UPDATE-- THE STATION IS 9.1 M EAST OF A
 RM0595'TELEPHONE JUNCTION BOX (NOT WEST AS PREVIOUSLY DESCRIBED), 4.2 M EAST
 RM0595'OF A RIGHT-OF-WAY POST (NOT WEST AS PREVIOUSLY DESCRIBED), 1.7 M EAST
 RM0595'OF A POWER POLE WITH A BRACE POLE AND A TRANSFORMER (NOT WEST AS
 RM0595'PREVIOUSLY DESCRIBED).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0511 ***********************************************************************
 RM0511  DESIGNATION -  N 209
 RM0511  PID         -  RM0511
 RM0511  STATE/COUNTY-  WI/DOUGLAS
 RM0511  USGS QUAD   -  LAKE NEBAGAMON (1975)
 RM0511
 RM0511                         *CURRENT SURVEY CONTROL
 RM0511  ___________________________________________________________________
 RM0511* NAD 83(1986)-  46 34 20.     (N)    091 38 16.     (W)     SCALED    
 RM0511* NAVD 88     -       338.692  (meters)    1111.19   (feet)  ADJUSTED  
 RM0511  ___________________________________________________________________
 RM0511  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 RM0511  DYNAMIC HT  -         338.724 (meters)    1111.30  (feet)  COMP
 RM0511  MODELED GRAV-     980,699.5   (mgal)                       NAVD 88
 RM0511
 RM0511  VERT ORDER  -  FIRST     CLASS II
 RM0511
 RM0511.The horizontal coordinates were scaled from a topographic map and have
 RM0511.an estimated accuracy of +/- 6 seconds.
 RM0511
 RM0511.The orthometric height was determined by differential leveling
 RM0511.and adjusted by the National Geodetic Survey in June 1991..
 RM0511
 RM0511.The geoid height was determined by GEOID03.
 RM0511
 RM0511.The dynamic height is computed by dividing the NAVD 88
 RM0511.geopotential number by the normal gravity value computed on the
 RM0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0511.degrees latitude (g = 980.6199 gals.).
 RM0511
 RM0511.The modeled gravity was interpolated from observed gravity values.
 RM0511
 RM0511;                    North         East    Units  Estimated Accuracy
 RM0511;SPC WI N     -   157,520.      474,460.      MT  (+/- 180 meters Scaled)
 RM0511
 RM0511                          SUPERSEDED SURVEY CONTROL
 RM0511
 RM0511.No superseded survey control is available for this station.
 RM0511
 RM0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM043585(NAD 83)
 RM0511_MARKER: I = METAL ROD
 RM0511_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0511_SP_SET: STAINLESS STEEL ROD
 RM0511_STAMPING: N 209 1982
 RM0511_MARK LOGO: NGS   
 RM0511_PROJECTION: FLUSH
 RM0511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0511_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0511+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2004
 RM0511_ROD/PIPE-DEPTH: 3.99 meters
 RM0511
 RM0511  HISTORY     - Date     Condition        Report By
 RM0511  HISTORY     - 1982     MONUMENTED       NGS
 RM0511  HISTORY     - 20031030 GOOD             USPSQD
 RM0511  HISTORY     - 20041127 GOOD             USPSQD
 RM0511
 RM0511                          STATION DESCRIPTION
 RM0511
 RM0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0511'5.7 KM (3.55 MI) NW FROM BRULE.
 RM0511'6.9 KM (4.3 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF COUNTY
 RM0511'ROAD F IN MAPLE, ALSO 5.7 KM (3.55 MI) NORTHWEST ALONG U.S. HIGHWAY 2
 RM0511'FROM THE POST OFFICE IN BRULE, SET AT THE JUNCTION OF A GRAVEL ROAD,
 RM0511'17.3 METERS (57.0 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE
 RM0511'HIGHWAY, 13.4 METERS (44.0 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST RAIL
 RM0511'OF THE RAILROAD, 11.2 METERS (37.0 FT) EAST OF A BURIED CABLE WARNING
 RM0511'SIGN, 11.5 METERS (38.0 FT) WEST-NORTHWEST OF THE CENTER OF A GRAVEL
 RM0511'ROAD, NOTE, THE ROD WAS DRIVEN TO REFUSAL.
 RM0511'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 RM0511'THE MARK IS 0.3 M BELOW HIGHWAY.
 RM0511
 RM0511                          STATION RECOVERY (2003)
 RM0511
 RM0511'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0511'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 11 FEET NORTHWEST
 RM0511'OF A YELLOW RIGHT-OF-WAY SIGN ON A METAL POST.  NOTE-- THE GRAVEL ROAD
 RM0511'REFERENCED IN THE 1982 DESCRIPTION IS GRAHAM ROAD.  THE RAILROAD BED
 RM0511'IS NOW A SNOWMOBILE TRAIL.
 RM0511
 RM0511                          STATION RECOVERY (2004)
 RM0511
 RM0511'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0511'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QL0249 ***********************************************************************
 QL0249  DESIGNATION -  N 21
 QL0249  PID         -  QL0249
 QL0249  STATE/COUNTY-  WI/DOOR
 QL0249  USGS QUAD   -  EPHRAIM (1982)
 QL0249
 QL0249                         *CURRENT SURVEY CONTROL
 QL0249  ___________________________________________________________________
 QL0249* NAD 83(1986)-  45 08 17.     (N)    087 12 03.     (W)     SCALED    
 QL0249* NAVD 88     -       227.010  (meters)     744.78   (feet)  ADJUSTED  
 QL0249  ___________________________________________________________________
 QL0249  GEOID HEIGHT-         -37.12  (meters)                     GEOID03
 QL0249  DYNAMIC HT  -         226.990 (meters)     744.72  (feet)  COMP
 QL0249  MODELED GRAV-     980,524.2   (mgal)                       NAVD 88
 QL0249
 QL0249  VERT ORDER  -  FIRST     CLASS II
 QL0249
 QL0249.The horizontal coordinates were scaled from a topographic map and have
 QL0249.an estimated accuracy of +/- 6 seconds.
 QL0249
 QL0249.The orthometric height was determined by differential leveling
 QL0249.and adjusted by the National Geodetic Survey in June 1991..
 QL0249
 QL0249.The geoid height was determined by GEOID03.
 QL0249
 QL0249.The dynamic height is computed by dividing the NAVD 88
 QL0249.geopotential number by the normal gravity value computed on the
 QL0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0249.degrees latitude (g = 980.6199 gals.).
 QL0249
 QL0249.The modeled gravity was interpolated from observed gravity values.
 QL0249
 QL0249;                    North         East    Units  Estimated Accuracy
 QL0249;SPC WI C     -   148,780.      820,120.      MT  (+/- 180 meters Scaled)
 QL0249
 QL0249                          SUPERSEDED SURVEY CONTROL
 QL0249
 QL0249  NGVD 29 (??/??/92)  227.034  (m)          744.86   (f) ADJ UNCH    1 2
 QL0249
 QL0249.Superseded values are not recommended for survey control.
 QL0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0249.See file dsdata.txt to determine how the superseded data were derived.
 QL0249
 QL0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ842983(NAD 83)
 QL0249_MARKER: DB = BENCH MARK DISK
 QL0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0249_STAMPING: N 21 1934
 QL0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0249+STABILITY: SURFACE MOTION
 QL0249_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0249+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2005
 QL0249
 QL0249  HISTORY     - Date     Condition        Report By
 QL0249  HISTORY     - 1934     MONUMENTED       CGS
 QL0249  HISTORY     - 1984     GOOD             USPSQD
 QL0249  HISTORY     - 1987     GOOD             USPSQD
 QL0249  HISTORY     - 20050729 GOOD             WIDT
 QL0249
 QL0249                          STATION DESCRIPTION
 QL0249
 QL0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QL0249'2.3 MI N FROM FISH CREEK.
 QL0249'2.3 MILES NORTH ALONG STATE HIGHWAY 42 FROM FISH CREEK, DOOR
 QL0249'COUNTY, ON THE TOP OF A SMALL HILL, 210 FEET NORTHWEST OF A
 QL0249'LARGE STONE WALL PARALLELING THE HIGHWAY, 25 FEET WEST OF THE
 QL0249'HIGHWAY, AND 5 FEET WEST OF A POWER-TRANSMISSION LINE POLE.  A
 QL0249'STANDARD DISK, STAMPED N 21 1934 AND SET IN THE TOP OF A CONCRETE
 QL0249'POST.
 QL0249
 QL0249                          STATION RECOVERY (1984)
 QL0249
 QL0249'RECOVERY NOTE BY US POWER SQUADRON 1984
 QL0249'THE FOLLOWING COULD BE ADDED '650 SOUTHWEST OF DRIVE-IN THEATRE'.
 QL0249
 QL0249                          STATION RECOVERY (1987)
 QL0249
 QL0249'RECOVERY NOTE BY US POWER SQUADRON 1987 (AB)
 QL0249'RECOVERED IN GOOD CONDITION.
 QL0249
 QL0249                          STATION RECOVERY (2005)
 QL0249
 QL0249'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QL0249'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.4 MILES SOUTHWEST
 QL0249'OF THE JUNCTION OF COUNTY HIGHWAY A AND STATE HIGHWAY 42, 7.6 M
 QL0249'NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 42, 2.4 M NORTH OF POWER
 QL0249'POLE --3127-27E13--, AND THE MONUMENT PROTRUDES 12 CM ABOVE THE
 QL0249'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0535 ***********************************************************************
 RM0535  DESIGNATION -  N 210
 RM0535  PID         -  RM0535
 RM0535  STATE/COUNTY-  WI/BAYFIELD
 RM0535  USGS QUAD   -  HART LAKE (1984)
 RM0535
 RM0535                         *CURRENT SURVEY CONTROL
 RM0535  ___________________________________________________________________
 RM0535* NAD 83(1986)-  46 33 00.     (N)    091 16 56.     (W)     SCALED    
 RM0535* NAVD 88     -       351.909  (meters)    1154.55   (feet)  ADJUSTED  
 RM0535  ___________________________________________________________________
 RM0535  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 RM0535  DYNAMIC HT  -         351.919 (meters)    1154.59  (feet)  COMP
 RM0535  MODELED GRAV-     980,632.3   (mgal)                       NAVD 88
 RM0535
 RM0535  VERT ORDER  -  FIRST     CLASS II
 RM0535
 RM0535.The horizontal coordinates were scaled from a topographic map and have
 RM0535.an estimated accuracy of +/- 6 seconds.
 RM0535
 RM0535.The orthometric height was determined by differential leveling
 RM0535.and adjusted by the National Geodetic Survey in June 1991..
 RM0535
 RM0535.The geoid height was determined by GEOID03.
 RM0535
 RM0535.The dynamic height is computed by dividing the NAVD 88
 RM0535.geopotential number by the normal gravity value computed on the
 RM0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0535.degrees latitude (g = 980.6199 gals.).
 RM0535
 RM0535.The modeled gravity was interpolated from observed gravity values.
 RM0535
 RM0535;                    North         East    Units  Estimated Accuracy
 RM0535;SPC WI N     -   154,550.      501,670.      MT  (+/- 180 meters Scaled)
 RM0535
 RM0535                          SUPERSEDED SURVEY CONTROL
 RM0535
 RM0535.No superseded survey control is available for this station.
 RM0535
 RM0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM316565(NAD 83)
 RM0535_MARKER: I = METAL ROD
 RM0535_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0535_SP_SET: STAINLESS STEEL ROD
 RM0535_STAMPING: N 210 1982
 RM0535_MARK LOGO: NGS   
 RM0535_PROJECTION: FLUSH
 RM0535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0535+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2004
 RM0535_ROD/PIPE-DEPTH: 14.6 meters
 RM0535
 RM0535  HISTORY     - Date     Condition        Report By
 RM0535  HISTORY     - 1982     MONUMENTED       NGS
 RM0535  HISTORY     - 20041128 GOOD             USPSQD
 RM0535
 RM0535                          STATION DESCRIPTION
 RM0535
 RM0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0535'11.1 KM (6.9 MI) EAST FROM IRON RIVER.
 RM0535'11.1 KM (6.9 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF MAIN
 RM0535'STREET IN IRON RIVER, SET AT A POWERLINE POLE AT A ROAD JUNCTION,
 RM0535'18.8 METERS (62.0 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE
 RM0535'HIGHWAY, 24.0 METERS (79.0 FT) EAST-SOUTHEAST OF THE CENTER OF
 RM0535'NATIONAL FOREST ROAD NUMBER 241, 0.7 METER (2.5 FT) WEST-NORTHWEST OF
 RM0535'A POWERLINE POLE WITH WIRES CROSSING THE HIGHWAY.
 RM0535'THE MARK IS 0.3 METERS  SSW FROM A WITNESS POST.
 RM0535'THE MARK IS 0.3 M ABOVE HIGHWAY.
 RM0535
 RM0535                          STATION RECOVERY (2004)
 RM0535
 RM0535'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0535'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0467 ***********************************************************************
 RM0467  DESIGNATION -  N 211
 RM0467  PID         -  RM0467
 RM0467  STATE/COUNTY-  WI/IRON
 RM0467  USGS QUAD   -  PINE LAKE (1973)
 RM0467
 RM0467                         *CURRENT SURVEY CONTROL
 RM0467  ___________________________________________________________________
 RM0467* NAD 83(1986)-  46 18 47.     (N)    090 09 18.     (W)     SCALED    
 RM0467* NAVD 88     -       495.976  (meters)    1627.21   (feet)  ADJUSTED  
 RM0467  ___________________________________________________________________
 RM0467  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 RM0467  DYNAMIC HT  -         495.975 (meters)    1627.21  (feet)  COMP
 RM0467  MODELED GRAV-     980,595.0   (mgal)                       NAVD 88
 RM0467
 RM0467  VERT ORDER  -  FIRST     CLASS II
 RM0467
 RM0467.The horizontal coordinates were scaled from a topographic map and have
 RM0467.an estimated accuracy of +/- 6 seconds.
 RM0467
 RM0467.The orthometric height was determined by differential leveling
 RM0467.and adjusted by the National Geodetic Survey in June 1991..
 RM0467
 RM0467.The geoid height was determined by GEOID03.
 RM0467
 RM0467.The dynamic height is computed by dividing the NAVD 88
 RM0467.geopotential number by the normal gravity value computed on the
 RM0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0467.degrees latitude (g = 980.6199 gals.).
 RM0467
 RM0467.The modeled gravity was interpolated from observed gravity values.
 RM0467
 RM0467;                    North         East    Units  Estimated Accuracy
 RM0467;SPC WI N     -   127,430.      588,060.      MT  (+/- 180 meters Scaled)
 RM0467
 RM0467                          SUPERSEDED SURVEY CONTROL
 RM0467
 RM0467.No superseded survey control is available for this station.
 RM0467
 RM0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM190327(NAD 83)
 RM0467_MARKER: I = METAL ROD
 RM0467_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0467_SP_SET: STAINLESS STEEL ROD
 RM0467_STAMPING: N 211 1982
 RM0467_MARK LOGO: NGS   
 RM0467_PROJECTION: FLUSH
 RM0467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0467_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0467+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2005
 RM0467_ROD/PIPE-DEPTH: 9.75 meters
 RM0467
 RM0467  HISTORY     - Date     Condition        Report By
 RM0467  HISTORY     - 1982     MONUMENTED       NGS
 RM0467  HISTORY     - 1990     GOOD             USPSQD
 RM0467  HISTORY     - 20021128 GOOD             USPSQD
 RM0467  HISTORY     - 20040312 GOOD             USPSQD
 RM0467  HISTORY     - 20050912 GOOD             WIDT
 RM0467
 RM0467                          STATION DESCRIPTION
 RM0467
 RM0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0467'16.4 KM (10.2 MI) SOUTH FROM HURLEY.
 RM0467'16.4 KM (10.25 MI) SOUTH ALONG U.S. HIGHWAY 51 FROM THE JUNCTION OF
 RM0467'STATE HIGHWAY 77 IN HURLEY, TO A DIRT ROAD LEADING EAST (SANDROCK
 RM0467'ROAD) AND THE MARK, 20.1 METERS (66.5 FT) EAST OF THE CENTERLINE OF
 RM0467'THE HIGHWAY, AND 8.2 METERS (27.0 FT) NORTH OF THE CENTERLINE OF
 RM0467'SANDROCK ROAD.
 RM0467'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 RM0467'THE MARK IS 0.6 M ABOVE HIGHWAY.
 RM0467
 RM0467                          STATION RECOVERY (1990)
 RM0467
 RM0467'RECOVERY NOTE BY US POWER SQUADRON 1990 (GG)
 RM0467'RECOVERED IN GOOD CONDITION.
 RM0467
 RM0467                          STATION RECOVERY (2002)
 RM0467
 RM0467'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 RM0467'RECOVERED IN GOOD CONDITION. TREES LIMIT ACCESS TO THE HORIZON.
 RM0467'NOTE--ACCESS TO POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 RM0467
 RM0467                          STATION RECOVERY (2004)
 RM0467
 RM0467'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RM0467'RECOVERED IN GOOD CONDITION.
 RM0467
 RM0467                          STATION RECOVERY (2005)
 RM0467
 RM0467'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RM0467'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL1426 ***********************************************************************
 RL1426  DESIGNATION -  N 212
 RL1426  PID         -  RL1426
 RL1426  STATE/COUNTY-  WI/VILAS
 RL1426  USGS QUAD   -  WINCHESTER (1981)
 RL1426
 RL1426                         *CURRENT SURVEY CONTROL
 RL1426  ___________________________________________________________________
 RL1426* NAD 83(1986)-  46 07 45.     (N)    089 53 12.     (W)     SCALED    
 RL1426* NAVD 88     -       492.762  (meters)    1616.67   (feet)  ADJUSTED  
 RL1426  ___________________________________________________________________
 RL1426  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 RL1426  DYNAMIC HT  -         492.758 (meters)    1616.66  (feet)  COMP
 RL1426  MODELED GRAV-     980,590.4   (mgal)                       NAVD 88
 RL1426
 RL1426  VERT ORDER  -  FIRST     CLASS II
 RL1426
 RL1426.The horizontal coordinates were scaled from a topographic map and have
 RL1426.an estimated accuracy of +/- 6 seconds.
 RL1426
 RL1426.The orthometric height was determined by differential leveling
 RL1426.and adjusted by the National Geodetic Survey in June 1991..
 RL1426
 RL1426.The geoid height was determined by GEOID03.
 RL1426
 RL1426.The dynamic height is computed by dividing the NAVD 88
 RL1426.geopotential number by the normal gravity value computed on the
 RL1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1426.degrees latitude (g = 980.6199 gals.).
 RL1426
 RL1426.The modeled gravity was interpolated from observed gravity values.
 RL1426
 RL1426;                    North         East    Units  Estimated Accuracy
 RL1426;SPC WI N     -   106,980.      608,760.      MT  (+/- 180 meters Scaled)
 RL1426
 RL1426                          SUPERSEDED SURVEY CONTROL
 RL1426
 RL1426.No superseded survey control is available for this station.
 RL1426
 RL1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS770124(NAD 83)
 RL1426_MARKER: I = METAL ROD
 RL1426_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RL1426_SP_SET: STAINLESS STEEL ROD
 RL1426_STAMPING: N 212 1982
 RL1426_MARK LOGO: NGS   
 RL1426_PROJECTION: FLUSH
 RL1426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1426+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2005
 RL1426_ROD/PIPE-DEPTH: 14.6 meters
 RL1426
 RL1426  HISTORY     - Date     Condition        Report By
 RL1426  HISTORY     - 1982     MONUMENTED       NGS
 RL1426  HISTORY     - 20030426 GOOD             USPSQD
 RL1426  HISTORY     - 20040904 GOOD             USPSQD
 RL1426  HISTORY     - 20050920 GOOD             WIDT
 RL1426
 RL1426                          STATION DESCRIPTION
 RL1426
 RL1426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RL1426'15.8 KM (9.85 MI) SOUTH FROM MERCER.
 RL1426'15.8 KM (9.85 MI) SOUTH ALONG U.S. HIGHWAY 51 FROM THE JUNCTION OF
 RL1426'STATE ROUTE J LEADING EAST IN MERCER, TO THE MARK SET AT COUNTY ROAD
 RL1426'W, 29.2 METERS (91.3 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 RL1426'26.3 METERS (87.7 FT) WEST OF THE CENTER OF COUNTY ROAD W, 17.7 METERS
 RL1426'(58.0 FT) WEST-NORTHWEST OF A POWERLINE POLE WITH SINGLE GUY WIRE,
 RL1426'0.9 METER (3.0 FT) WEST OF A POWERLINE POLE WITH A METER, 0.9 METER
 RL1426'(3.1 FT) WEST OF THE SOUTH END OF A MANITOWISH WATERS SHIPPING AREA
 RL1426'SIGN.
 RL1426'THE MARK IS 0.9 METERS  W FROM A WITNESS POST.
 RL1426'THE MARK IS 0.6 M ABOVE HIGHWAY.
 RL1426
 RL1426                          STATION RECOVERY (2003)
 RL1426
 RL1426'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RL1426'RECOVERED IN GOOD CONDITION.  THE STATION IS ALONG HIGHWAY 51 9.85
 RL1426'MILES SOUTH OF CTH J IN MERCER, 0.8 MILE NORTH OF AN AIRPORT AT THE
 RL1426'INTERSECTION WITH CTH W.  IT IS 58 FEET W-NW OF POWERLINE POLE NUMBER
 RL1426'8-93/2 WITH ONE GUY WIRE, 9 FEET NW OF THE NW CORNER OF A FENCED AREA
 RL1426'ENCLOSING A POST WITH LIGHTS AND METER.  THERE ARE NO OBSTRUCTIONS
 RL1426'ABOVE 15 DEGREES ABOVE THE HORIZON.
 RL1426
 RL1426                          STATION RECOVERY (2004)
 RL1426
 RL1426'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 RL1426'RECOVERED IN GOOD CONDITION.
 RL1426
 RL1426                          STATION RECOVERY (2005)
 RL1426
 RL1426'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1426'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0569 ***********************************************************************
 RM0569  DESIGNATION -  N 213
 RM0569  PID         -  RM0569
 RM0569  STATE/COUNTY-  WI/ASHLAND
 RM0569  USGS QUAD   -  ASHLAND EAST (1975)
 RM0569
 RM0569                         *CURRENT SURVEY CONTROL
 RM0569  ___________________________________________________________________
 RM0569* NAD 83(1986)-  46 36 16.     (N)    090 51 26.     (W)     SCALED    
 RM0569* NAVD 88     -       191.662  (meters)     628.81   (feet)  ADJUSTED  
 RM0569  ___________________________________________________________________
 RM0569  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 RM0569  DYNAMIC HT  -         191.667 (meters)     628.83  (feet)  COMP
 RM0569  MODELED GRAV-     980,636.9   (mgal)                       NAVD 88
 RM0569
 RM0569  VERT ORDER  -  FIRST     CLASS II
 RM0569
 RM0569.The horizontal coordinates were scaled from a topographic map and have
 RM0569.an estimated accuracy of +/- 6 seconds.
 RM0569
 RM0569.The orthometric height was determined by differential leveling
 RM0569.and adjusted by the National Geodetic Survey in June 1991..
 RM0569
 RM0569.The geoid height was determined by GEOID03.
 RM0569
 RM0569.The dynamic height is computed by dividing the NAVD 88
 RM0569.geopotential number by the normal gravity value computed on the
 RM0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0569.degrees latitude (g = 980.6199 gals.).
 RM0569
 RM0569.The modeled gravity was interpolated from observed gravity values.
 RM0569
 RM0569;                    North         East    Units  Estimated Accuracy
 RM0569;SPC WI N     -   160,160.      534,330.      MT  (+/- 180 meters Scaled)
 RM0569
 RM0569                          SUPERSEDED SURVEY CONTROL
 RM0569
 RM0569.No superseded survey control is available for this station.
 RM0569
 RM0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM641634(NAD 83)
 RM0569_MARKER: I = METAL ROD
 RM0569_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0569_SP_SET: STAINLESS STEEL ROD
 RM0569_STAMPING: N 213 1982
 RM0569_MARK LOGO: NGS   
 RM0569_PROJECTION: FLUSH
 RM0569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0569_ROD/PIPE-DEPTH: 4.9  meters
 RM0569
 RM0569  HISTORY     - Date     Condition        Report By
 RM0569  HISTORY     - 1982     MONUMENTED       NGS
 RM0569  HISTORY     - 19970626 POOR             USPSQD
 RM0569  HISTORY     - 20020616 POOR             USPSQD
 RM0569  HISTORY     - 20040504 MARK NOT FOUND   USPSQD
 RM0569
 RM0569                          STATION DESCRIPTION
 RM0569
 RM0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0569'2.6 KM (1.6 MI) EAST FROM ASHLAND.
 RM0569'2.6 KM (1.6 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE COURTHOUSE IN
 RM0569'ASHLAND, SET ON THE GROUNDS OF THE JAMES RIVER DIXIE NORTHERN INC,
 RM0569'14.3 METERS (47.2 FT) NORTHEAST OF THE CENTER OF AN ENTRANCE DRIVE,
 RM0569'12.9 METERS (42.5 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE
 RM0569'HIGHWAY, 4.0 METERS (13.7 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER
 RM0569'OF A CHAIN LINK FENCE, AND 0.8 METER (2.7 FT) NORTHWEST OF A POWERLINE
 RM0569'POLE.  NOTE, THE ROD WAS DRIVEN TO REFUSAL.
 RM0569'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 RM0569'THE MARK IS 0.3 M ABOVE HIGHWAY.
 RM0569
 RM0569                          STATION RECOVERY (1997)
 RM0569
 RM0569'RECOVERY NOTE BY US POWER SQUADRON 1997
 RM0569'MARK RECOVERED IN POOR CONDITION.
 RM0569
 RM0569                          STATION RECOVERY (2002)
 RM0569
 RM0569'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0569'MARK RECOVERED IN POOR CONDITION.
 RM0569
 RM0569                          STATION RECOVERY (2004)
 RM0569
 RM0569'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 RM0569'MARK NOT FOUND, JAMES RIVER DIXIE NORTHERN PLANT IS NOT IN OPERATION.
 RM0569'OLD FENCES AND POWER SUBSTATIONS HAVE BEEN REMOVED. USPS JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0478 ***********************************************************************
 QM0478  DESIGNATION -  N 214
 QM0478  PID         -  QM0478
 QM0478  STATE/COUNTY-  WI/ONEIDA
 QM0478  USGS QUAD   -  MC NAUGHTON (1982)
 QM0478
 QM0478                         *CURRENT SURVEY CONTROL
 QM0478  ___________________________________________________________________
 QM0478* NAD 83(1986)-  45 43 56.     (N)    089 32 33.     (W)     SCALED    
 QM0478* NAVD 88     -       478.425  (meters)    1569.63   (feet)  ADJUSTED  
 QM0478  ___________________________________________________________________
 QM0478  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 QM0478  DYNAMIC HT  -         478.409 (meters)    1569.58  (feet)  COMP
 QM0478  MODELED GRAV-     980,567.1   (mgal)                       NAVD 88
 QM0478
 QM0478  VERT ORDER  -  FIRST     CLASS II
 QM0478
 QM0478.The horizontal coordinates were scaled from a topographic map and have
 QM0478.an estimated accuracy of +/- 6 seconds.
 QM0478
 QM0478.The orthometric height was determined by differential leveling
 QM0478.and adjusted by the National Geodetic Survey in June 1991..
 QM0478
 QM0478.The geoid height was determined by GEOID03.
 QM0478
 QM0478.The dynamic height is computed by dividing the NAVD 88
 QM0478.geopotential number by the normal gravity value computed on the
 QM0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0478.degrees latitude (g = 980.6199 gals.).
 QM0478
 QM0478.The modeled gravity was interpolated from observed gravity values.
 QM0478
 QM0478;                    North         East    Units  Estimated Accuracy
 QM0478;SPC WI N     -    62,960.      635,610.      MT  (+/- 180 meters Scaled)
 QM0478
 QM0478                          SUPERSEDED SURVEY CONTROL
 QM0478
 QM0478.No superseded survey control is available for this station.
 QM0478
 QM0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR021674(NAD 83)
 QM0478_MARKER: I = METAL ROD
 QM0478_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QM0478_SP_SET: STAINLESS STEEL ROD
 QM0478_STAMPING: N 214 1982
 QM0478_MARK LOGO: NGS   
 QM0478_PROJECTION: FLUSH
 QM0478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0478_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0478+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2005
 QM0478_ROD/PIPE-DEPTH: 14.6 meters
 QM0478
 QM0478  HISTORY     - Date     Condition        Report By
 QM0478  HISTORY     - 1982     MONUMENTED       NGS
 QM0478  HISTORY     - 20021129 GOOD             USPSQD
 QM0478  HISTORY     - 20040311 GOOD             USPSQD
 QM0478  HISTORY     - 20050922 GOOD             WIDT
 QM0478
 QM0478                          STATION DESCRIPTION
 QM0478
 QM0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QM0478'10.7 KM (6.65 MI) SE FROM LAKE TOMAHAWK.
 QM0478'10.7 KM (6.65 MI) SOUTHEAST ALONG STATE HIGHWAY 47 FROM THE JUNCTION
 QM0478'OF COUNTY ROAD D EAST IN TOMAHAWK, 50.5 METERS (166.0 FT) SOUTH OF THE
 QM0478'CENTERLINE OF THE HIGHWAY, AND 1.0 METER (3.3 FT) WEST OF THE
 QM0478'NORTHWEST CORNER OF A BRICK AND STUCCO HOUSE, ALSO THE BIRCH BARK
 QM0478'SHOP.
 QM0478'THE MARK IS 0.3 M BELOW HIGHWAY.
 QM0478
 QM0478                          STATION RECOVERY (2002)
 QM0478
 QM0478'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 QM0478'RECOVERED IN GOOD CONDITION.  ADD--IT IS ABOUT 0.4 MILE SOUTH OF FAWN
 QM0478'LAKE ROAD AND 0.1 MILE NORTH OF THE TAMARACK TAP ALONG HIGHWAY 47. THE
 QM0478'BRICK AND STUCCO HOUSE IS ABANDONED.  STATION IS 3 FEET SOUTH OF AN
 QM0478'EVERGREEN TREE AND PROJECTS 3 INCHES ABOVE THE GROUND. NOTE--ACCESS TO
 QM0478'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QM0478
 QM0478                          STATION RECOVERY (2004)
 QM0478
 QM0478'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0478'RECOVERED IN GOOD CONDITION.
 QM0478
 QM0478                          STATION RECOVERY (2005)
 QM0478
 QM0478'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0478'RECOVERED IN GOOD CONDITION.  NOTE--CASING IS TILTED TO THE EAST
 QM0478'BECAUSE OF A ROOT FROM THE ADJACENT TREE, BUT THE ROD IS IN GOOD
 QM0478'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0744 ***********************************************************************
 PN0744  DESIGNATION -  N 218
 PN0744  PID         -  PN0744
 PN0744  STATE/COUNTY-  WI/WAUPACA
 PN0744  USGS QUAD   -  NORTHPORT (1993)
 PN0744
 PN0744                         *CURRENT SURVEY CONTROL
 PN0744  ___________________________________________________________________
 PN0744* NAD 83(1986)-  44 24 41.     (N)    088 50 20.     (W)     SCALED    
 PN0744* NAVD 88     -       260.165  (meters)     853.56   (feet)  ADJUSTED  
 PN0744  ___________________________________________________________________
 PN0744  GEOID HEIGHT-         -36.38  (meters)                     GEOID03
 PN0744  DYNAMIC HT  -         260.122 (meters)     853.42  (feet)  COMP
 PN0744  MODELED GRAV-     980,446.7   (mgal)                       NAVD 88
 PN0744
 PN0744  VERT ORDER  -  FIRST     CLASS II
 PN0744
 PN0744.The horizontal coordinates were scaled from a topographic map and have
 PN0744.an estimated accuracy of +/- 6 seconds.
 PN0744
 PN0744.The orthometric height was determined by differential leveling
 PN0744.and adjusted by the National Geodetic Survey in June 1991..
 PN0744
 PN0744.The geoid height was determined by GEOID03.
 PN0744
 PN0744.The dynamic height is computed by dividing the NAVD 88
 PN0744.geopotential number by the normal gravity value computed on the
 PN0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0744.degrees latitude (g = 980.6199 gals.).
 PN0744
 PN0744.The modeled gravity was interpolated from observed gravity values.
 PN0744
 PN0744;                    North         East    Units  Estimated Accuracy
 PN0744;SPC WI C     -    64,890.      692,480.      MT  (+/- 180 meters Scaled)
 PN0744
 PN0744                          SUPERSEDED SURVEY CONTROL
 PN0744
 PN0744.No superseded survey control is available for this station.
 PN0744
 PN0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ535192(NAD 83)
 PN0744_MARKER: F = FLANGE-ENCASED ROD
 PN0744_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0744_SP_SET: STAINLESS STEEL ROD
 PN0744_STAMPING: N 218 1985
 PN0744_MARK LOGO: NGS   
 PN0744_PROJECTION: RECESSED 1 CENTIMETERS
 PN0744_MAGNETIC: I = MARKER IS A STEEL ROD
 PN0744_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0744_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0744+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 PN0744_ROD/PIPE-DEPTH: 7.30 meters
 PN0744
 PN0744  HISTORY     - Date     Condition        Report By
 PN0744  HISTORY     - 1985     MONUMENTED       NGS
 PN0744  HISTORY     - 20000728 GOOD             WIDT
 PN0744  HISTORY     - 20030611 GOOD             USPSQD
 PN0744  HISTORY     - 20050622 GOOD             WIDT
 PN0744
 PN0744                          STATION DESCRIPTION
 PN0744
 PN0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0744'23.2 KM (14.4 MI) EAST FROM WAUPACA.
 PN0744'23.2 KM (14.4 MI) EASTERLY ALONG STATE HIGHWAY 54 FROM THE POST OFFICE
 PN0744'IN WAUPACA, 71.9 M (235.9 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 PN0744'10.1 M (33.1 FT) WEST OF THE CENTER OF OTTO ROAD, 7.3 M (24.0 FT)
 PN0744'SOUTH OF THE CENTER OF AN ENTRANCE INTO A ROAD SIDE PARK, AND 0.8 M
 PN0744'(2.6 FT) NORTH OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 PN0744'THROUGH A 5-INCH LOGO CAP.
 PN0744'THE MARK IS 0.8 METERS  N FROM  A WITNESS POST
 PN0744'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 PN0744
 PN0744                          STATION RECOVERY (2000)
 PN0744
 PN0744'RECOVERY NOTE BY WI DEPT OF TRANSP 2000 (DJH)
 PN0744'THE STATION IS RECOVERED AS DESCRIBED.    ---NOTE---THIS STATION HAS
 PN0744'VISIBLE OBSTRUCTIONS IN ALL QUADRANTS EXTENDING HIGHER THAN 25
 PN0744'DEGREES ABOVE HORIZON.
 PN0744
 PN0744                          STATION RECOVERY (2003)
 PN0744
 PN0744'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0744'RECOVERED IN GOOD CONDITION.  NOTE-- THE UTILITY POLE IS NUMBERED
 PN0744'40-5-86-22470.  ADD-- THE STATION IS 6.0 FEET SOUTHWEST OF A STOP SIGN
 PN0744'FOR THE ROAD SIDE PARK.
 PN0744
 PN0744                          STATION RECOVERY (2005)
 PN0744
 PN0744'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PN0744'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 8.3 M (NOT 7.3 M)
 PN0744'SOUTH OF THE CENTER OF THE ROAD SIDE PARK ENTRANCE ROAD AND 3.0 M
 PN0744'NORTH OF UTILITY POLE NUMBERED --40-5 86-22470--.  ADD-- THE STATION
 PN0744'IS 1.8 M WEST OF A STOP SIGN POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0719 ***********************************************************************
 PN0719  DESIGNATION -  N 219
 PN0719  PID         -  PN0719
 PN0719  STATE/COUNTY-  WI/OUTAGAMIE
 PN0719  USGS QUAD   -  SEYMOUR (1992)
 PN0719
 PN0719                         *CURRENT SURVEY CONTROL
 PN0719  ___________________________________________________________________
 PN0719* NAD 83(1986)-  44 30 07.     (N)    088 15 56.     (W)     SCALED    
 PN0719* NAVD 88     -       238.099  (meters)     781.16   (feet)  ADJUSTED  
 PN0719  ___________________________________________________________________
 PN0719  GEOID HEIGHT-         -36.18  (meters)                     GEOID03
 PN0719  DYNAMIC HT  -         238.066 (meters)     781.05  (feet)  COMP
 PN0719  MODELED GRAV-     980,476.5   (mgal)                       NAVD 88
 PN0719
 PN0719  VERT ORDER  -  FIRST     CLASS II
 PN0719
 PN0719.The horizontal coordinates were scaled from a topographic map and have
 PN0719.an estimated accuracy of +/- 6 seconds.
 PN0719
 PN0719.The orthometric height was determined by differential leveling
 PN0719.and adjusted by the National Geodetic Survey in June 1991..
 PN0719
 PN0719.The geoid height was determined by GEOID03.
 PN0719
 PN0719.The dynamic height is computed by dividing the NAVD 88
 PN0719.geopotential number by the normal gravity value computed on the
 PN0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0719.degrees latitude (g = 980.6199 gals.).
 PN0719
 PN0719.The modeled gravity was interpolated from observed gravity values.
 PN0719
 PN0719;                    North         East    Units  Estimated Accuracy
 PN0719;SPC WI C     -    75,770.      737,920.      MT  (+/- 180 meters Scaled)
 PN0719
 PN0719                          SUPERSEDED SURVEY CONTROL
 PN0719
 PN0719.No superseded survey control is available for this station.
 PN0719
 PN0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ993284(NAD 83)
 PN0719_MARKER: F = FLANGE-ENCASED ROD
 PN0719_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0719_SP_SET: STAINLESS STEEL ROD
 PN0719_STAMPING: N 219 1985
 PN0719_MARK LOGO: NGS   
 PN0719_PROJECTION: FLUSH
 PN0719_MAGNETIC: I = MARKER IS A STEEL ROD
 PN0719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0719+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2005
 PN0719_ROD/PIPE-DEPTH: 5.2  meters
 PN0719
 PN0719  HISTORY     - Date     Condition        Report By
 PN0719  HISTORY     - 1985     MONUMENTED       NGS
 PN0719  HISTORY     - 20010109 GOOD             WIDT
 PN0719  HISTORY     - 20021124 GOOD             USPSQD
 PN0719  HISTORY     - 20030611 GOOD             USPSQD
 PN0719  HISTORY     - 20050720 GOOD             WIDT
 PN0719
 PN0719                          STATION DESCRIPTION
 PN0719
 PN0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0719'15.7 KM (9.75 MI) WEST FROM GREEN BAY.
 PN0719'15.7 M (9.75 MI) WESTERLY ALONG STATE HIGHWAY 54 FROM ITS JUNCTION
 PN0719'WITH U.S. HIGHWAY 41 IN GREEN BAY, 89.0 M (292.0 FT) NORTH OF THE
 PN0719'CENTERLINE OF THE HIGHWAY, 31.1 M (102.0 FT) NORTHWEST OF THE
 PN0719'NORTHWEST CORNER OF AN OLD SCHOOL BUILDING, AND 12.6 M (41.3 FT) EAST
 PN0719'OF THE CENTERLINE OF COUNTY ROAD Y.  NOTE--ACCESS TO DATUM POINT IS
 PN0719'HAD THROUGH A 5-INCH LOGO CAP.
 PN0719'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 PN0719'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 PN0719
 PN0719                          STATION RECOVERY (2001)
 PN0719
 PN0719'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PN0719'THE STATION IS LOCATED ABOUT 20 KM WEST OF GREEN BAY, 6 KM WEST OF
 PN0719'ONEIDA AND 5 KM EAST OF SEYMOUR.  OWNERSHIP--TOWN OF ONEIDA.  TO
 PN0719'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 54 WITH STATE
 PN0719'HIGHWAY 55 NORTH IN THE VILLAGE OF SEYMOUR, GO EAST ON STATE HIGHWAY
 PN0719'54 FOR 5.0 KM TO COUNTY HIGHWAY Y ON THE LEFT, TURN LEFT AND GO NORTH
 PN0719'ON COUNTY HIGHWAY Y FOR 90 METERS TO THE STATION ON THE RIGHT.    THE
 PN0719'STATION IS A STAINLESS STEEL ROD WITH A 13-CM LOGO CAP SET ABOUT
 PN0719'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 12.6 M EAST OF THE
 PN0719'CENTERLINE OF COUNTY HIGHWAY Y, 89 M NORTH OF THE CENTERLINE OF STATE
 PN0719'HIGHWAY 54, 28 M SOUTHEAST OF POWER POLE --94-20974 45-2--, 19 M
 PN0719'NORTH OF THE CENTERLINE OF A PRIVATE ENTRANCE, 1 M WEST OF A
 PN0719'CULTIVATED FIELD, AND 0.3 WEST OF AN ORANGE FIBERGLASS WITNESS POST.
 PN0719'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER
 PN0719'THAN 15 DEGREES ABOVE THE HORIZON.
 PN0719
 PN0719                          STATION RECOVERY (2002)
 PN0719
 PN0719'RECOVERY NOTE BY US POWER SQUADRON 2002
 PN0719'LOGO CAP LOCATED 43' N OF A RESIDENCE DRIVEWAY AT N 7315 CTY Y AND
 PN0719'41.3' E OF CTY Y. NO SCHOOL BUILDING ON PROPERTY. LOGO CAP IS ACROSS
 PN0719'CTY Y, E OF BUTLER BLDG OWNED BY REALTY EXECUTIVE COMMERCIAL OFFICE
 PN0719'WAREHOUSE ACREAGE. TWO WI DOT MARKERS NOTED IN AREA.
 PN0719
 PN0719                          STATION RECOVERY (2003)
 PN0719
 PN0719'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0719'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1.5 FEET SOUTH OF
 PN0719'AN ORANGE FIBERGLASS WITNESS POST AND 1 FOOT WEST OF A SECOND ORANGE
 PN0719'WITNESS POST.
 PN0719
 PN0719                          STATION RECOVERY (2005)
 PN0719
 PN0719'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PN0719'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0329 ***********************************************************************
 PN0329  DESIGNATION -  N 22
 PN0329  PID         -  PN0329
 PN0329  STATE/COUNTY-  WI/SHAWANO
 PN0329  USGS QUAD   -  SHAWANO (1982)
 PN0329
 PN0329                         *CURRENT SURVEY CONTROL
 PN0329  ___________________________________________________________________
 PN0329* NAD 83(1986)-  44 46 56.     (N)    088 36 26.     (W)     SCALED    
 PN0329* NAVD 88     -       248.670  (meters)     815.84   (feet)  ADJUSTED  
 PN0329  ___________________________________________________________________
 PN0329  GEOID HEIGHT-         -36.09  (meters)                     GEOID03
 PN0329  DYNAMIC HT  -         248.638 (meters)     815.74  (feet)  COMP
 PN0329  MODELED GRAV-     980,483.8   (mgal)                       NAVD 88
 PN0329
 PN0329  VERT ORDER  -  SECOND    CLASS 0
 PN0329
 PN0329.The horizontal coordinates were scaled from a topographic map and have
 PN0329.an estimated accuracy of +/- 6 seconds.
 PN0329
 PN0329.The orthometric height was determined by differential leveling
 PN0329.and adjusted by the National Geodetic Survey in June 1991..
 PN0329
 PN0329.The geoid height was determined by GEOID03.
 PN0329
 PN0329.The dynamic height is computed by dividing the NAVD 88
 PN0329.geopotential number by the normal gravity value computed on the
 PN0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0329.degrees latitude (g = 980.6199 gals.).
 PN0329
 PN0329.The modeled gravity was interpolated from observed gravity values.
 PN0329
 PN0329;                    North         East    Units  Estimated Accuracy
 PN0329;SPC WI C     -   106,380.      710,220.      MT  (+/- 180 meters Scaled)
 PN0329
 PN0329                          SUPERSEDED SURVEY CONTROL
 PN0329
 PN0329  NGVD 29 (??/??/92)  248.697  (m)          815.93   (f) ADJ UNCH    2 0
 PN0329
 PN0329.Superseded values are not recommended for survey control.
 PN0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0329.See file dsdata.txt to determine how the superseded data were derived.
 PN0329
 PN0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ728600(NAD 83)
 PN0329_MARKER: DB = BENCH MARK DISK
 PN0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0329+STABILITY: SURFACE MOTION
 PN0329
 PN0329  HISTORY     - Date     Condition        Report By
 PN0329  HISTORY     - UNK      MONUMENTED       CGS
 PN0329  HISTORY     - 1934     GOOD             NGS
 PN0329  HISTORY     - 1946     GOOD             NGS
 PN0329  HISTORY     - 1979     MARK NOT FOUND   USGS
 PN0329  HISTORY     - 20050712 MARK NOT FOUND   WIDT
 PN0329
 PN0329                          STATION DESCRIPTION
 PN0329
 PN0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PN0329'IN SHAWANO.
 PN0329'AT SE. CORNER OF PUBLIC LIBRARY LAWN, 1 BLOCK E. OF MAIN
 PN0329'INTERSECTION OF SHAWANO.  MARK IS 3 YDS. N. AND 3 YDS. W. OF
 PN0329'CONC. WALKS.
 PN0329
 PN0329                          STATION RECOVERY (1946)
 PN0329
 PN0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 PN0329'RECOVERED IN GOOD CONDITION.
 PN0329
 PN0329                          STATION RECOVERY (1979)
 PN0329
 PN0329'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PN0329'MARK NOT FOUND.
 PN0329
 PN0329                          STATION RECOVERY (2005)
 PN0329
 PN0329'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0329'NOT FOUND.  ADD--THE DIMENSIONS FROM THE ORIGINAL DESCRIPTION PLACE
 PN0329'THE STATION WITHIN THE NEW ADDITION TO THE LIBRARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0745 ***********************************************************************
 PN0745  DESIGNATION -  N 220
 PN0745  PID         -  PN0745
 PN0745  STATE/COUNTY-  WI/WAUPACA
 PN0745  USGS QUAD   -  MANAWA (1982)
 PN0745
 PN0745                         *CURRENT SURVEY CONTROL
 PN0745  ___________________________________________________________________
 PN0745* NAD 83(1986)-  44 24 09.     (N)    088 52 37.     (W)     SCALED    
 PN0745* NAVD 88     -       246.887  (meters)     810.00   (feet)  ADJUSTED  
 PN0745  ___________________________________________________________________
 PN0745  GEOID HEIGHT-         -36.39  (meters)                     GEOID03
 PN0745  DYNAMIC HT  -         246.846 (meters)     809.86  (feet)  COMP
 PN0745  MODELED GRAV-     980,445.4   (mgal)                       NAVD 88
 PN0745
 PN0745  VERT ORDER  -  FIRST     CLASS II
 PN0745
 PN0745.The horizontal coordinates were scaled from a topographic map and have
 PN0745.an estimated accuracy of +/- 6 seconds.
 PN0745
 PN0745.The orthometric height was determined by differential leveling
 PN0745.and adjusted by the National Geodetic Survey in June 1991..
 PN0745
 PN0745.The geoid height was determined by GEOID03.
 PN0745
 PN0745.The dynamic height is computed by dividing the NAVD 88
 PN0745.geopotential number by the normal gravity value computed on the
 PN0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0745.degrees latitude (g = 980.6199 gals.).
 PN0745
 PN0745.The modeled gravity was interpolated from observed gravity values.
 PN0745
 PN0745;                    North         East    Units  Estimated Accuracy
 PN0745;SPC WI C     -    63,860.      689,460.      MT  (+/- 180 meters Scaled)
 PN0745
 PN0745                          SUPERSEDED SURVEY CONTROL
 PN0745
 PN0745.No superseded survey control is available for this station.
 PN0745
 PN0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ505182(NAD 83)
 PN0745_MARKER: F = FLANGE-ENCASED ROD
 PN0745_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PN0745_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 PN0745_STAMPING: N 220 1985
 PN0745_MARK LOGO: NGS   
 PN0745_PROJECTION: FLUSH
 PN0745_MAGNETIC: I = MARKER IS A STEEL ROD
 PN0745_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PN0745+STABILITY: POSITION/ELEVATION WELL
 PN0745_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0745+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 PN0745_ROD/PIPE-DEPTH: 14.6 meters
 PN0745_SLEEVE-DEPTH  : 6.1 meters
 PN0745
 PN0745  HISTORY     - Date     Condition        Report By
 PN0745  HISTORY     - 1985     MONUMENTED       NGS
 PN0745  HISTORY     - 20000728 GOOD             WIDT
 PN0745  HISTORY     - 20011203 GOOD             NGS
 PN0745  HISTORY     - 20030611 GOOD             USPSQD
 PN0745  HISTORY     - 20050622 GOOD             WIDT
 PN0745
 PN0745                          STATION DESCRIPTION
 PN0745
 PN0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0745'19.6 KM (12.2 MI) EAST FROM WAUPACA.
 PN0745'19.6 KM (12.2 FT) EASTERLY ALONG STATE HIGHWAY 54 FROM THE POST OFFICE
 PN0745'IN WAUPACA, 40.9 M (134.2 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE
 PN0745'HIGHWAY, 17.7 M (58.1 FT) EAST OF THE CENTER OF COUNTY ROAD O, AND
 PN0745'13.5 M (44.3 FT) SOUTHEAST OF UTILITY POLE NUMBER 72-2935 WITH 2 GUY
 PN0745'WIRES.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PN0745'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 PN0745'THE MARK IS 1.0 M BELOW THE ROAD.
 PN0745
 PN0745                          STATION RECOVERY (2000)
 PN0745
 PN0745'RECOVERY NOTE BY WI DEPT OF TRANSP 2000 (DJH)
 PN0745'THE STATION IS RECOVERED AS DESCRIBED.    ---NOTE---THIS STATION HAS
 PN0745'VISIBLE OBSTRUCTIONS IN ALL QUADRANTS EXTENDING HIGHER THAN 25
 PN0745'DEGREES ABOVE THE HORIZON.
 PN0745
 PN0745                          STATION RECOVERY (2001)
 PN0745
 PN0745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PN0745'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PN0745
 PN0745                          STATION RECOVERY (2003)
 PN0745
 PN0745'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0745'RECOVERED IN GOOD CONDITION.  NOTE-- COUNTY ROAD 0 IS THE SOUTH BRANCH
 PN0745'OF THE ROAD.  THE UTILITY POLE HAS NO NUMBER.
 PN0745
 PN0745                          STATION RECOVERY (2005)
 PN0745
 PN0745'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PN0745'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 38.3 M (NOT 40.9
 PN0745'M) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 54 AND 21.3 M (NOT 17.7 M)
 PN0745'EAST OF THE CENTERLINE OF COUNTY HIGHWAY O.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0507 ***********************************************************************
 QM0507  DESIGNATION -  N 221
 QM0507  PID         -  QM0507
 QM0507  STATE/COUNTY-  WI/LINCOLN
 QM0507  USGS QUAD   -  BRADLEY (1971)
 QM0507
 QM0507                         *CURRENT SURVEY CONTROL
 QM0507  ___________________________________________________________________
 QM0507* NAD 83(1986)-  45 32 19.     (N)    089 48 54.     (W)     SCALED    
 QM0507* NAVD 88     -       454.165  (meters)    1490.04   (feet)  ADJUSTED  
 QM0507  ___________________________________________________________________
 QM0507  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 QM0507  DYNAMIC HT  -         454.147 (meters)    1489.98  (feet)  COMP
 QM0507  MODELED GRAV-     980,562.5   (mgal)                       NAVD 88
 QM0507
 QM0507  VERT ORDER  -  FIRST     CLASS II
 QM0507
 QM0507.The horizontal coordinates were scaled from a topographic map and have
 QM0507.an estimated accuracy of +/- 6 seconds.
 QM0507
 QM0507.The orthometric height was determined by differential leveling
 QM0507.and adjusted by the National Geodetic Survey in June 1991..
 QM0507
 QM0507.The geoid height was determined by GEOID03.
 QM0507
 QM0507.The dynamic height is computed by dividing the NAVD 88
 QM0507.geopotential number by the normal gravity value computed on the
 QM0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0507.degrees latitude (g = 980.6199 gals.).
 QM0507
 QM0507.The modeled gravity was interpolated from observed gravity values.
 QM0507
 QM0507;                    North         East    Units  Estimated Accuracy
 QM0507;SPC WI C     -   189,510.      614,450.      MT  (+/- 180 meters Scaled)
 QM0507
 QM0507                          SUPERSEDED SURVEY CONTROL
 QM0507
 QM0507.No superseded survey control is available for this station.
 QM0507
 QM0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR802466(NAD 83)
 QM0507_MARKER: I = METAL ROD
 QM0507_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QM0507_SP_SET: STAINLESS STEEL ROD
 QM0507_STAMPING: N 221 1985
 QM0507_MARK LOGO: NGS   
 QM0507_PROJECTION: FLUSH
 QM0507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0507_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0507+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2005
 QM0507_ROD/PIPE-DEPTH: 5.8  meters
 QM0507
 QM0507  HISTORY     - Date     Condition        Report By
 QM0507  HISTORY     - 1985     MONUMENTED       NGS
 QM0507  HISTORY     - 20030821 GOOD             USPSQD
 QM0507  HISTORY     - 20050817 GOOD             WIDT
 QM0507
 QM0507                          STATION DESCRIPTION
 QM0507
 QM0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QM0507'37.0 KM (23.0 MI) WEST FROM RHINELANDER.
 QM0507'37.0 KM (23.0 MI) WESTERLY ALONG U.S. HIGHWAY 8 FROM ITS JUNCTION WITH
 QM0507'STATE HIGHWAY 17 IN RHINELANDER, OR 37.8 KM (23.5 MI) EASTERLY ALONG
 QM0507'U.S. HIGHWAY 8 FROM ITS JUNCTION WITH COUNTY ROAD A IN PRENTICE, 4.8
 QM0507'KM (3.0 MI) WEST OF THE INTERSECTION OF COUNTY ROAD Y, 14.1 M (46.3
 QM0507'FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 12.3 M (40.4 FT)
 QM0507'NORTHWEST OF THE CENTER OF A TRACK ROAD, AND 8.2 M (26.9 FT) NORTHWEST
 QM0507'OF THE NORTHWEST END OF AN 18-INCH PIPE CULVERT.  NOTE--ACCESS TO
 QM0507'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QM0507'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 QM0507'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 QM0507
 QM0507                          STATION RECOVERY (2003)
 QM0507
 QM0507'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 QM0507'RECOVERED IN GOOD CONDITION.  TREES TO THE SOUTHWEST MAY OBSTRUCT
 QM0507'SATELLITE OBSERVATIONS.
 QM0507
 QM0507                          STATION RECOVERY (2005)
 QM0507
 QM0507'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0507'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0558 ***********************************************************************
 QM0558  DESIGNATION -  N 222
 QM0558  PID         -  QM0558
 QM0558  STATE/COUNTY-  WI/FOREST
 QM0558  USGS QUAD   -  WABENO (1972)
 QM0558
 QM0558                         *CURRENT SURVEY CONTROL
 QM0558  ___________________________________________________________________
 QM0558* NAD 83(1986)-  45 26 17.     (N)    088 38 19.     (W)     SCALED    
 QM0558* NAVD 88     -       469.273  (meters)    1539.61   (feet)  ADJUSTED  
 QM0558  ___________________________________________________________________
 QM0558  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 QM0558  DYNAMIC HT  -         469.224 (meters)    1539.45  (feet)  COMP
 QM0558  MODELED GRAV-     980,496.4   (mgal)                       NAVD 88
 QM0558
 QM0558  VERT ORDER  -  FIRST     CLASS II
 QM0558
 QM0558.The horizontal coordinates were scaled from a topographic map and have
 QM0558.an estimated accuracy of +/- 6 seconds.
 QM0558
 QM0558.The orthometric height was determined by differential leveling
 QM0558.and adjusted by the National Geodetic Survey in June 1991..
 QM0558
 QM0558.The geoid height was determined by GEOID03.
 QM0558
 QM0558.The dynamic height is computed by dividing the NAVD 88
 QM0558.geopotential number by the normal gravity value computed on the
 QM0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0558.degrees latitude (g = 980.6199 gals.).
 QM0558
 QM0558.The modeled gravity was interpolated from observed gravity values.
 QM0558
 QM0558;                    North         East    Units  Estimated Accuracy
 QM0558;SPC WI N     -    31,080.      706,520.      MT  (+/- 180 meters Scaled)
 QM0558
 QM0558                          SUPERSEDED SURVEY CONTROL
 QM0558
 QM0558.No superseded survey control is available for this station.
 QM0558
 QM0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR718329(NAD 83)
 QM0558_MARKER: I = METAL ROD
 QM0558_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QM0558_SP_SET: STAINLESS STEEL ROD
 QM0558_STAMPING: N 222 1985
 QM0558_MARK LOGO: NGS   
 QM0558_PROJECTION: FLUSH
 QM0558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0558_ROD/PIPE-DEPTH: 12.1 meters
 QM0558
 QM0558  HISTORY     - Date     Condition        Report By
 QM0558  HISTORY     - 1985     MONUMENTED       NGS
 QM0558  HISTORY     - 20021210 MARK NOT FOUND   USPSQD
 QM0558  HISTORY     - 20040325 MARK NOT FOUND   USPSQD
 QM0558
 QM0558                          STATION DESCRIPTION
 QM0558
 QM0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QM0558'16.0 KM (9.95 MI) SOUTH FROM LAONA.
 QM0558'16.0 KM (9.95 MI) SOUTHERLY ALONG STATE HIGHWAY 32 FROM ITS JUNCTION
 QM0558'WITH U.S. HIGHWAY 8 IN LAONA, 11.7 M (38.4 FT) NORTHEAST OF THE
 QM0558'CENTERLINE OF THE HIGHWAY, 9.3 M (30.5 FT) SOUTHEAST OF THE CENTER OF
 QM0558'COUNTY ROAD C (BROADWAY STREET), AND 0.8 M (2.6 FT) NORTHEAST OF A
 QM0558'UTILITY POLE WITH TWO GUY WIRES.  NOTE--ACCESS TO DATUM POINT IS HAD
 QM0558'THROUGH A 5-INCH LOGO CAP.
 QM0558'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 QM0558'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 QM0558
 QM0558                          STATION RECOVERY (2002)
 QM0558
 QM0558'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 QM0558'NOT FOUND.  IT MAY BE UNDERGROUD.  THE INTERSECTION
 QM0558'HAS BEEN MODIFIED WITH MUCH UTILITY WORK DONE IN
 QM0558'THE AREA.  THE MARK MAY BE COVERED BUT PROBING DID
 QM0558'NOT FIND IT.  THE NEW UTILITY POLE IS NUMBERED 45AA75
 QM0558'AND HAS ONE GUY WIRE.  THE WITNESS POST LIES AGAINST
 QM0558'THE NORTHSIDE OF THE UTILITY POLE.
 QM0558
 QM0558                          STATION RECOVERY (2004)
 QM0558
 QM0558'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0558'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0800 ***********************************************************************
 PN0800  DESIGNATION -  N 223
 PN0800  PID         -  PN0800
 PN0800  STATE/COUNTY-  WI/WOOD
 PN0800  USGS QUAD   -  WISCONSIN RAPIDS NORTH (1984)
 PN0800
 PN0800                         *CURRENT SURVEY CONTROL
 PN0800  ___________________________________________________________________
 PN0800* NAD 83(1986)-  44 22 49.     (N)    089 50 34.     (W)     SCALED    
 PN0800* NAVD 88     -       299.875  (meters)     983.84   (feet)  ADJUSTED  
 PN0800  ___________________________________________________________________
 PN0800  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 PN0800  DYNAMIC HT  -         299.822 (meters)     983.67  (feet)  COMP
 PN0800  MODELED GRAV-     980,433.7   (mgal)                       NAVD 88
 PN0800
 PN0800  VERT ORDER  -  FIRST     CLASS II
 PN0800
 PN0800.The horizontal coordinates were scaled from a topographic map and have
 PN0800.an estimated accuracy of +/- 6 seconds.
 PN0800
 PN0800.The orthometric height was determined by differential leveling
 PN0800.and adjusted by the National Geodetic Survey in June 1991..
 PN0800
 PN0800.The geoid height was determined by GEOID03.
 PN0800
 PN0800.The dynamic height is computed by dividing the NAVD 88
 PN0800.geopotential number by the normal gravity value computed on the
 PN0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0800.degrees latitude (g = 980.6199 gals.).
 PN0800
 PN0800.The modeled gravity was interpolated from observed gravity values.
 PN0800
 PN0800;                    North         East    Units  Estimated Accuracy
 PN0800;SPC WI C     -    60,790.      612,530.      MT  (+/- 180 meters Scaled)
 PN0800
 PN0800                          SUPERSEDED SURVEY CONTROL
 PN0800
 PN0800.No superseded survey control is available for this station.
 PN0800
 PN0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ735180(NAD 83)
 PN0800_MARKER: I = METAL ROD
 PN0800_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PN0800_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 PN0800_STAMPING: N 223 1985
 PN0800_MARK LOGO: NGS   
 PN0800_PROJECTION: FLUSH
 PN0800_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PN0800+STABILITY: POSITION/ELEVATION WELL
 PN0800_ROD/PIPE-DEPTH: 4.3  meters
 PN0800
 PN0800  HISTORY     - Date     Condition        Report By
 PN0800  HISTORY     - 1985     MONUMENTED       NGS
 PN0800  HISTORY     - 1985     GOOD             NGS
 PN0800  HISTORY     - 19961020 GOOD             USPSQD
 PN0800  HISTORY     - 20030212 MARK NOT FOUND   WIDT
 PN0800  HISTORY     - 20040330 MARK NOT FOUND   USPSQD
 PN0800
 PN0800                          STATION DESCRIPTION
 PN0800
 PN0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0800'IN WISCONSIN RAPIDS.
 PN0800'IN WISCONSIN RAPIDS, AT 1681 SOUTH 2ND AVENUE, AT THE NORTH CORNER OF
 PN0800'THE STATE HIGHWAY DEPARTMENT PARKING LOT, 75.3 M (247.0 FT) EAST OF
 PN0800'THE EAST CORNER OF THE BUILDING, 73.6 M (241.5 FT) SOUTHEAST OF THE
 PN0800'CENTERLINE OF THE AVENUE, 59.0 M (193.6 FT) NORTHEAST OF THE EAST
 PN0800'CORNER OF A MAINTANCE BUILDING, AND 2.0 M (6.6 FT) SOUTHEAST OF THE
 PN0800'SOUTHEAST EDGE OF A PAVED PARKING AREA.  NOTE--ACCESS TO DATUM POINT
 PN0800'IS HAD THROUGH A 5-INCH LOGO CAP.
 PN0800'THE MARK IS ABOVE LEVEL WITH THE PARKING AREA.
 PN0800
 PN0800                          STATION RECOVERY (1985)
 PN0800
 PN0800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0800'RECOVERED IN GOOD CONDITION.
 PN0800
 PN0800                          STATION RECOVERY (1996)
 PN0800
 PN0800'RECOVERY NOTE BY US POWER SQUADRON 1996
 PN0800'RECOVERED IN GOOD CONDITION.
 PN0800
 PN0800                          STATION RECOVERY (2003)
 PN0800
 PN0800'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (TSS)
 PN0800'MARK NOT FOUND.
 PN0800
 PN0800                          STATION RECOVERY (2004)
 PN0800
 PN0800'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0800'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0426 ***********************************************************************
 QN0426  DESIGNATION -  N 224
 QN0426  PID         -  QN0426
 QN0426  STATE/COUNTY-  WI/PRICE
 QN0426  USGS QUAD   -  HAWKINS (1981)
 QN0426
 QN0426                         *CURRENT SURVEY CONTROL
 QN0426  ___________________________________________________________________
 QN0426* NAD 83(1986)-  45 32 15.     (N)    090 38 58.     (W)     SCALED    
 QN0426* NAVD 88     -       446.841  (meters)    1466.01   (feet)  ADJUSTED  
 QN0426  ___________________________________________________________________
 QN0426  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 QN0426  DYNAMIC HT  -         446.818 (meters)    1465.94  (feet)  COMP
 QN0426  MODELED GRAV-     980,550.1   (mgal)                       NAVD 88
 QN0426
 QN0426  VERT ORDER  -  FIRST     CLASS II
 QN0426
 QN0426.The horizontal coordinates were scaled from a topographic map and have
 QN0426.an estimated accuracy of +/- 6 seconds.
 QN0426
 QN0426.The orthometric height was determined by differential leveling
 QN0426.and adjusted by the National Geodetic Survey in June 1991..
 QN0426
 QN0426.The geoid height was determined by GEOID03.
 QN0426
 QN0426.The dynamic height is computed by dividing the NAVD 88
 QN0426.geopotential number by the normal gravity value computed on the
 QN0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0426.degrees latitude (g = 980.6199 gals.).
 QN0426
 QN0426.The modeled gravity was interpolated from observed gravity values.
 QN0426
 QN0426;                    North         East    Units  Estimated Accuracy
 QN0426;SPC WI N     -    41,420.      549,280.      MT  (+/- 180 meters Scaled)
 QN0426
 QN0426                          SUPERSEDED SURVEY CONTROL
 QN0426
 QN0426.No superseded survey control is available for this station.
 QN0426
 QN0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL835453(NAD 83)
 QN0426_MARKER: I = METAL ROD
 QN0426_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0426_SP_SET: STAINLESS STEEL ROD
 QN0426_STAMPING: N 224 1985
 QN0426_MARK LOGO: NGS   
 QN0426_PROJECTION: FLUSH
 QN0426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QN0426+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2004
 QN0426_ROD/PIPE-DEPTH: 13.4 meters
 QN0426
 QN0426  HISTORY     - Date     Condition        Report By
 QN0426  HISTORY     - 1985     MONUMENTED       NGS
 QN0426  HISTORY     - 20040720 GOOD             WIDT
 QN0426
 QN0426                          STATION DESCRIPTION
 QN0426
 QN0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QN0426'28.6 KM (17.8 MI) WEST FROM PRENTICE.
 QN0426'28.6 KM (17.8 MI) WESTERLY ALONG U.S. HIGHWAY 8 FROM ITS JUNCTION WITH
 QN0426'COUNTY ROAD A IN PRENTICE, 100.4 M (329.4 FT) EAST OF THYE CENTER OF A
 QN0426'DRIVEWAY LEADING NORTH, 15.3 M (50.2 FT) NORTH OF THE CENTERLINE OF
 QN0426'THE HIGHWAY, AND 3.4 M (11.2 FT) NORTHEAST OF A UTILITY POLE WITH A
 QN0426'GUY WIRE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 QN0426'CAP.
 QN0426'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 QN0426'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 QN0426
 QN0426                          STATION RECOVERY (2004)
 QN0426
 QN0426'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DGD)
 QN0426'ROD IN GOOD CONDITION.  COLLAR HAS BEEN SHIFTED SLIGHTLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0402 ***********************************************************************
 QN0402  DESIGNATION -  N 225
 QN0402  PID         -  QN0402
 QN0402  STATE/COUNTY-  WI/LINCOLN
 QN0402  USGS QUAD   -  BRANTWOOD (1979)
 QN0402
 QN0402                         *CURRENT SURVEY CONTROL
 QN0402  ___________________________________________________________________
 QN0402* NAD 83(1986)-  45 33 14.     (N)    090 01 21.     (W)     SCALED    
 QN0402* NAVD 88     -       471.162  (meters)    1545.80   (feet)  ADJUSTED  
 QN0402  ___________________________________________________________________
 QN0402  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 QN0402  DYNAMIC HT  -         471.141 (meters)    1545.74  (feet)  COMP
 QN0402  MODELED GRAV-     980,556.3   (mgal)                       NAVD 88
 QN0402
 QN0402  VERT ORDER  -  FIRST     CLASS II
 QN0402
 QN0402.The horizontal coordinates were scaled from a topographic map and have
 QN0402.an estimated accuracy of +/- 6 seconds.
 QN0402
 QN0402.The orthometric height was determined by differential leveling
 QN0402.and adjusted by the National Geodetic Survey in June 1991..
 QN0402
 QN0402.The geoid height was determined by GEOID03.
 QN0402
 QN0402.The dynamic height is computed by dividing the NAVD 88
 QN0402.geopotential number by the normal gravity value computed on the
 QN0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0402.degrees latitude (g = 980.6199 gals.).
 QN0402
 QN0402.The modeled gravity was interpolated from observed gravity values.
 QN0402
 QN0402;                    North         East    Units  Estimated Accuracy
 QN0402;SPC WI C     -   191,200.      598,240.      MT  (+/- 180 meters Scaled)
 QN0402
 QN0402                          SUPERSEDED SURVEY CONTROL
 QN0402
 QN0402.No superseded survey control is available for this station.
 QN0402
 QN0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL323487(NAD 83)
 QN0402_MARKER: I = METAL ROD
 QN0402_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QN0402_SP_SET: STAINLESS STEEL ROD
 QN0402_STAMPING: N 225 1985
 QN0402_MARK LOGO: NGS   
 QN0402_PROJECTION: PROJECTING 3 CENTIMETERS
 QN0402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QN0402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QN0402+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2005
 QN0402_ROD/PIPE-DEPTH: 4.9  meters
 QN0402
 QN0402  HISTORY     - Date     Condition        Report By
 QN0402  HISTORY     - 1985     MONUMENTED       NGS
 QN0402  HISTORY     - 20030904 GOOD             USPSQD
 QN0402  HISTORY     - 20050817 GOOD             WIDT
 QN0402
 QN0402                          STATION DESCRIPTION
 QN0402
 QN0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QN0402'21.1 KM (13.1 MI) EAST FROM PRENTICE.
 QN0402'21.1 KM (13.1 MI) EASTERLY ALONG U.S. HIGHWAY 8 FROM ITS JUNCTION WITH
 QN0402'COUNTY ROAD A IN PRENTICE, 30.3 M (99.4 FT) SOUTH OF THE CENTERLINE OF
 QN0402'THE HIGHWAY, 20.5 M (67.3 FT) SOUTHWEST OF A UTILITY POLE WITH TWO GUY
 QN0402'WIRES, 7.6 M (24.9 FT) EAST OF THE CENTER OF WEST LOOP ROAD, AND 0.3 M
 QN0402'(1.0 FT) NORTH OF A METAL RIGHT-OF-WAY POST.  NOTE--ACCESS TO DATUM
 QN0402'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QN0402'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST
 QN0402'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 QN0402
 QN0402                          STATION RECOVERY (2003)
 QN0402
 QN0402'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 QN0402'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 2 FEET NORTH OF AN
 QN0402'ORANGE FIBER OPTIC CABLE WARNING SIGN.  NOTE-- WEST LOOP ROAD IS NOW
 QN0402'NAMED WEST CIRCLE DRIVE.  THE UTILITY POLE DESCRIBED IN 1985 IS
 QN0402'NUMBERED --RS0013-12T AND RS0014-12T--.
 QN0402
 QN0402                          STATION RECOVERY (2005)
 QN0402
 QN0402'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QN0402'RECOVERED IN GOOD CONDITION.  ADD-- THE STEEL ROD IS 0.3 M BELOW THE
 QN0402'ACCESS COVER, AND THE CONCRETE CASING PROJECTS 6 CM ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0533 ***********************************************************************
 QM0533  DESIGNATION -  N 226
 QM0533  PID         -  QM0533
 QM0533  STATE/COUNTY-  WI/FOREST
 QM0533  USGS QUAD   -  CRANDON (1982)
 QM0533
 QM0533                         *CURRENT SURVEY CONTROL
 QM0533  ___________________________________________________________________
 QM0533* NAD 83(1986)-  45 34 24.     (N)    088 58 11.     (W)     SCALED    
 QM0533* NAVD 88     -       540.261  (meters)    1772.51   (feet)  ADJUSTED  
 QM0533  ___________________________________________________________________
 QM0533  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 QM0533  DYNAMIC HT  -         540.215 (meters)    1772.36  (feet)  COMP
 QM0533  MODELED GRAV-     980,513.5   (mgal)                       NAVD 88
 QM0533
 QM0533  VERT ORDER  -  FIRST     CLASS II
 QM0533
 QM0533.The horizontal coordinates were scaled from a topographic map and have
 QM0533.an estimated accuracy of +/- 6 seconds.
 QM0533
 QM0533.The orthometric height was determined by differential leveling
 QM0533.and adjusted by the National Geodetic Survey in June 1991..
 QM0533
 QM0533.The geoid height was determined by GEOID03.
 QM0533
 QM0533.The dynamic height is computed by dividing the NAVD 88
 QM0533.geopotential number by the normal gravity value computed on the
 QM0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0533.degrees latitude (g = 980.6199 gals.).
 QM0533
 QM0533.The modeled gravity was interpolated from observed gravity values.
 QM0533
 QM0533;                    North         East    Units  Estimated Accuracy
 QM0533;SPC WI N     -    45,720.      680,420.      MT  (+/- 180 meters Scaled)
 QM0533
 QM0533                          SUPERSEDED SURVEY CONTROL
 QM0533
 QM0533.No superseded survey control is available for this station.
 QM0533
 QM0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR463485(NAD 83)
 QM0533_MARKER: I = METAL ROD
 QM0533_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QM0533_SP_SET: STAINLESS STEEL ROD
 QM0533_STAMPING: N 226 1985
 QM0533_MARK LOGO: NGS   
 QM0533_PROJECTION: FLUSH
 QM0533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0533_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0533+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 QM0533_ROD/PIPE-DEPTH: 7.3  meters
 QM0533
 QM0533  HISTORY     - Date     Condition        Report By
 QM0533  HISTORY     - 1985     MONUMENTED       NGS
 QM0533  HISTORY     - 20021210 GOOD             USPSQD
 QM0533  HISTORY     - 20040326 GOOD             USPSQD
 QM0533  HISTORY     - 20051115 GOOD             WIDT
 QM0533
 QM0533                          STATION DESCRIPTION
 QM0533
 QM0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QM0533'24.3 KM (15.1 MI) WEST FROM LAONA.
 QM0533'24.3 KM (15.1 MI) WESTERLY ALONG U.S. HIGHWAY 8 FROM ITS JUNCTION WITH
 QM0533'STATE HIGHWAY 32 IN LAONA, 49.7 M (163.1 FT) NORTH OF THE CENTERLINE
 QM0533'OF THE HIGHWAY, 12.6 M (41.3 FT) EAST OF THE CENTER OF A GRAVELED
 QM0533'DRIVEWAY, AND 1.4 M (4.6 FT) EAST OF UTILITY POLE NUMBER 158.
 QM0533'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QM0533'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 QM0533'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
 QM0533
 QM0533                          STATION RECOVERY (2002)
 QM0533
 QM0533'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 QM0533'RECOVERED IN GOOD CONDITION.  THE GRAVELED
 QM0533'DRIVEWAY DESCRIBED LEADS TO ADDRESS 10640.  THE
 QM0533'UTILITY POLE IS ALSO NUMBERED 3612-27E4.  IT IS 18 FEET
 QM0533'NORTH OF THE CENTERLINE OF A SNOWMOBILE TRAIL.
 QM0533
 QM0533                          STATION RECOVERY (2004)
 QM0533
 QM0533'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 QM0533'RECOVERED IN GOOD CONDITION.
 QM0533
 QM0533                          STATION RECOVERY (2005)
 QM0533
 QM0533'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0533'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0818 ***********************************************************************
 PN0818  DESIGNATION -  N 227
 PN0818  PID         -  PN0818
 PN0818  STATE/COUNTY-  WI/SHAWANO
 PN0818  USGS QUAD   -  KRAKOW (1974)
 PN0818
 PN0818                         *CURRENT SURVEY CONTROL
 PN0818  ___________________________________________________________________
 PN0818* NAD 83(1986)-  44 46 20.     (N)    088 15 08.     (W)     SCALED    
 PN0818* NAVD 88     -       239.127  (meters)     784.54   (feet)  ADJUSTED  
 PN0818  ___________________________________________________________________
 PN0818  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PN0818  DYNAMIC HT  -         239.099 (meters)     784.44  (feet)  COMP
 PN0818  MODELED GRAV-     980,492.4   (mgal)                       NAVD 88
 PN0818
 PN0818  VERT ORDER  -  FIRST     CLASS II
 PN0818
 PN0818.The horizontal coordinates were scaled from a topographic map and have
 PN0818.an estimated accuracy of +/- 6 seconds.
 PN0818
 PN0818.The orthometric height was determined by differential leveling
 PN0818.and adjusted by the National Geodetic Survey in June 1991..
 PN0818
 PN0818.The geoid height was determined by GEOID03.
 PN0818
 PN0818.The dynamic height is computed by dividing the NAVD 88
 PN0818.geopotential number by the normal gravity value computed on the
 PN0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0818.degrees latitude (g = 980.6199 gals.).
 PN0818
 PN0818.The modeled gravity was interpolated from observed gravity values.
 PN0818
 PN0818;                    North         East    Units  Estimated Accuracy
 PN0818;SPC WI C     -   105,820.      738,330.      MT  (+/- 180 meters Scaled)
 PN0818
 PN0818                          SUPERSEDED SURVEY CONTROL
 PN0818
 PN0818.No superseded survey control is available for this station.
 PN0818
 PN0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ009584(NAD 83)
 PN0818_MARKER: I = METAL ROD
 PN0818_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PN0818+WITH SETTING: INFORMATION.
 PN0818_SP_SET: SHALLOW-SET METAL ROD
 PN0818_STAMPING: N 227 1985
 PN0818_MARK LOGO: NGS   
 PN0818_PROJECTION: FLUSH
 PN0818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0818_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0818+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2005
 PN0818_ROD/PIPE-DEPTH: 2.7  meters
 PN0818
 PN0818  HISTORY     - Date     Condition        Report By
 PN0818  HISTORY     - 1985     MONUMENTED       NGS
 PN0818  HISTORY     - 20021115 GOOD             USPSQD
 PN0818  HISTORY     - 20040325 GOOD             USPSQD
 PN0818  HISTORY     - 20050715 GOOD             WIDT
 PN0818
 PN0818                          STATION DESCRIPTION
 PN0818
 PN0818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0818'18.1 KM (11.25 MI) SOUTH FROM GILLETT.
 PN0818'18.1 KM (11.25 MI) SOUTHERLY ALONG STATE HIGHWAY 32 FROM ITS JUNCTION
 PN0818'WITH STATE HIGHWAY 22 IN GILLETT, 1.0 KM (0.6 MI) SOUTH OF THE
 PN0818'INTERSECTION OF FUNK ROAD, 18.3 M (60.0 FT) WEST OF THE CENTERLINE OF
 PN0818'THE HIGHWAY, 12.7 M (41.7 FT) NORTH OF THE CENTER OF A PRIVATE
 PN0818'DRIVEWAY, AND 1.1 M (3.6 FT) SOUTH OF A UTILITY POLE.  NOTE--ACCESS TO
 PN0818'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PN0818'THE MARK IS 0.5 METERS  E FROM  A WITNESS POST AND FENCE
 PN0818'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 PN0818
 PN0818                          STATION RECOVERY (2002)
 PN0818
 PN0818'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0818'RECOVERED IN GOOD CONDITION.  IT IS LOCATED 1.5 FEET EAST OF A WITNESS
 PN0818'POST AND FENCE LINE, 1 FOOT WEST OF A CABLE JUNCTION BOX, AND 1.5 FEET
 PN0818'SOUTH OF A UTILITY POLE.  THE ADDRESS OF THE PRIVATE DRIVEWAY IS
 PN0818''GREEN VALLEY N5055'.
 PN0818
 PN0818                          STATION RECOVERY (2004)
 PN0818
 PN0818'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN0818'RECOVERED IN GOOD CONDITION.
 PN0818
 PN0818                          STATION RECOVERY (2005)
 PN0818
 PN0818'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0818'RECOVERED IN GOOD CONDITION.  ADD--THE PREVIOUSLY DESCRIBED CABLE
 PN0818'JUNCTION BOX IS NOW LABELED FV-51.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0709 ***********************************************************************
 PN0709  DESIGNATION -  N 228
 PN0709  PID         -  PN0709
 PN0709  STATE/COUNTY-  WI/BROWN
 PN0709  USGS QUAD   -  GREEN BAY WEST (1992)
 PN0709
 PN0709                         *CURRENT SURVEY CONTROL
 PN0709  ___________________________________________________________________
 PN0709* NAD 83(1986)-  44 31 20.     (N)    088 03 39.     (W)     SCALED    
 PN0709* NAVD 88     -       194.996  (meters)     639.75   (feet)  ADJUSTED  
 PN0709  ___________________________________________________________________
 PN0709  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 PN0709  DYNAMIC HT  -         194.972 (meters)     639.67  (feet)  COMP
 PN0709  MODELED GRAV-     980,489.4   (mgal)                       NAVD 88
 PN0709
 PN0709  VERT ORDER  -  FIRST     CLASS II
 PN0709
 PN0709.The horizontal coordinates were scaled from a topographic map and have
 PN0709.an estimated accuracy of +/- 6 seconds.
 PN0709
 PN0709.The orthometric height was determined by differential leveling
 PN0709.and adjusted by the National Geodetic Survey in June 1991..
 PN0709
 PN0709.The geoid height was determined by GEOID03.
 PN0709
 PN0709.The dynamic height is computed by dividing the NAVD 88
 PN0709.geopotential number by the normal gravity value computed on the
 PN0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0709.degrees latitude (g = 980.6199 gals.).
 PN0709
 PN0709.The modeled gravity was interpolated from observed gravity values.
 PN0709
 PN0709;                    North         East    Units  Estimated Accuracy
 PN0709;SPC WI C     -    78,390.      754,140.      MT  (+/- 180 meters Scaled)
 PN0709
 PN0709                          SUPERSEDED SURVEY CONTROL
 PN0709
 PN0709.No superseded survey control is available for this station.
 PN0709
 PN0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ156304(NAD 83)
 PN0709_MARKER: I = METAL ROD
 PN0709_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PN0709_SP_SET: STAINLESS STEEL ROD
 PN0709_STAMPING: N 228 1985
 PN0709_MARK LOGO: NGS   
 PN0709_PROJECTION: RECESSED 2 CENTIMETERS
 PN0709_MAGNETIC: I = MARKER IS A STEEL ROD
 PN0709_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0709_ROD/PIPE-DEPTH: 9.5  meters
 PN0709
 PN0709  HISTORY     - Date     Condition        Report By
 PN0709  HISTORY     - 1985     MONUMENTED       NGS
 PN0709  HISTORY     - 19940519 SEE DESCRIPTION  WI-009
 PN0709  HISTORY     - 20031211 MARK NOT FOUND   USPSQD
 PN0709
 PN0709                          STATION DESCRIPTION
 PN0709
 PN0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PN0709'IN GREEN BAY.
 PN0709'IN GREEN BAY, AT 1499 WEST MASON STREET, 68.1 M (223.4 FT) NORTHWEST
 PN0709'OF THE CENTERLINE OF FISK STREET, 22.2 M (72.8 FT) EAST OF THE EAST
 PN0709'CORNER OF THE SUNRISE SAVINGS BUILDING, 11.9 M (39.0 FT) NORTHEAST OF
 PN0709'UTILITY POLE NUMBER 65, 4.5 M (14.8 FT) SOUTHWEST OF THE CENTERLINE OF
 PN0709'THE EAST BOUND LANES OF THE STREET, 1.0 M (3.3 FT) SOUTHEAST OF
 PN0709'UTILITY POLE NUMBER 104AA4, AND 0.1 M (0.3 FT) NORTHEAST OF THE
 PN0709'NORTHEAST EDGE OF A SIDEWALK.  NOTE--ACCESS TO DATUM POINT IS HAD
 PN0709'THROUGH A 5-INCH LOGO CAP.
 PN0709'THE MARK IS ABOVE LEVEL WITH THE STREET.
 PN0709
 PN0709                          STATION RECOVERY (1994)
 PN0709
 PN0709'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0709'MARK IS DESTROYED THE CITY OF GREEN BAY REMOVED IT WHEN THEY WIDENED
 PN0709'WEST MASON ST..
 PN0709
 PN0709                          STATION RECOVERY (2003)
 PN0709
 PN0709'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0709'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0319 ***********************************************************************
 PN0319  DESIGNATION -  N 23
 PN0319  PID         -  PN0319
 PN0319  STATE/COUNTY-  WI/SHAWANO
 PN0319  USGS QUAD   -  THORNTON (1982)
 PN0319
 PN0319                         *CURRENT SURVEY CONTROL
 PN0319  ___________________________________________________________________
 PN0319* NAD 83(1986)-  44 48 57.     (N)    088 44 05.     (W)     SCALED    
 PN0319* NAVD 88     -       265.960  (meters)     872.57   (feet)  ADJUSTED  
 PN0319  ___________________________________________________________________
 PN0319  GEOID HEIGHT-         -36.04  (meters)                     GEOID03
 PN0319  DYNAMIC HT  -         265.924 (meters)     872.45  (feet)  COMP
 PN0319  MODELED GRAV-     980,475.7   (mgal)                       NAVD 88
 PN0319
 PN0319  VERT ORDER  -  SECOND    CLASS 0
 PN0319
 PN0319.The horizontal coordinates were scaled from a topographic map and have
 PN0319.an estimated accuracy of +/- 6 seconds.
 PN0319
 PN0319.The orthometric height was determined by differential leveling
 PN0319.and adjusted by the National Geodetic Survey in June 1991..
 PN0319
 PN0319.The geoid height was determined by GEOID03.
 PN0319
 PN0319.The dynamic height is computed by dividing the NAVD 88
 PN0319.geopotential number by the normal gravity value computed on the
 PN0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0319.degrees latitude (g = 980.6199 gals.).
 PN0319
 PN0319.The modeled gravity was interpolated from observed gravity values.
 PN0319
 PN0319;                    North         East    Units  Estimated Accuracy
 PN0319;SPC WI C     -   109,950.      700,070.      MT  (+/- 180 meters Scaled)
 PN0319
 PN0319                          SUPERSEDED SURVEY CONTROL
 PN0319
 PN0319  NGVD 29 (??/??/92)  265.987  (m)          872.66   (f) ADJ UNCH    2 0
 PN0319
 PN0319.Superseded values are not recommended for survey control.
 PN0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0319.See file dsdata.txt to determine how the superseded data were derived.
 PN0319
 PN0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ628639(NAD 83)
 PN0319_MARKER: DB = BENCH MARK DISK
 PN0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0319+STABILITY: SURFACE MOTION
 PN0319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0319+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2005
 PN0319
 PN0319  HISTORY     - Date     Condition        Report By
 PN0319  HISTORY     - UNK      MONUMENTED       CGS
 PN0319  HISTORY     - 1934     GOOD             NGS
 PN0319  HISTORY     - 20050711 GOOD             WIDT
 PN0319
 PN0319                          STATION DESCRIPTION
 PN0319
 PN0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PN0319'2.5 MI W FROM THORNTON.
 PN0319'ALONG CHICAGO AND NORTH-WESTERN RY., 0.25 MILE E. OF MP 45.
 PN0319'MARK IS AT FENCE, 15 YDS. S. OF CENTERLINE OF TRACK AND 100 YDS.
 PN0319'E. OF FARM CROSSING.
 PN0319
 PN0319                          STATION RECOVERY (2005)
 PN0319
 PN0319'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0319'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 58.8 M EAST OF A
 PN0319'REST SHELTER ALONG THE SOUTH SIDE OF THE MOUNTAIN BAY TRAIL, 15.2 M
 PN0319'SOUTH OF THE CENTERLINE OF THE MOUNTAIN BAY TRAIL, 0.1 M NORTH OF
 PN0319'RIGHT-OF-WAY FENCE, AND 0.1 M NORTH OF A WISCONSIN DEPARTMENT OF
 PN0319'TRANSPORTATION SURVEY MARKER SIGN. 0.5 M WEST OF AN ORANGE FIBERGLASS
 PN0319'WITNESS POST.
 PN0319'THE STATION IS SUITABLE FOR GPS OBSERVATION, A LINE OF PINE TREES TO
 PN0319'THE EAST OBSTRUCTS TO 20 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0726 ***********************************************************************
 ON0726  DESIGNATION -  N 230
 ON0726  PID         -  ON0726
 ON0726  STATE/COUNTY-  WI/LA CROSSE
 ON0726  USGS QUAD   -  BANGOR (1983)
 ON0726
 ON0726                         *CURRENT SURVEY CONTROL
 ON0726  ___________________________________________________________________
 ON0726* NAD 83(1986)-  43 53 31.     (N)    090 56 20.     (W)     SCALED    
 ON0726* NAVD 88     -       241.791  (meters)     793.28   (feet)  ADJUSTED  
 ON0726  ___________________________________________________________________
 ON0726  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 ON0726  DYNAMIC HT  -         241.744 (meters)     793.12  (feet)  COMP
 ON0726  MODELED GRAV-     980,422.0   (mgal)                       NAVD 88
 ON0726
 ON0726  VERT ORDER  -  FIRST     CLASS II
 ON0726
 ON0726.The horizontal coordinates were scaled from a topographic map and have
 ON0726.an estimated accuracy of +/- 6 seconds.
 ON0726
 ON0726.The orthometric height was determined by differential leveling
 ON0726.and adjusted by the National Geodetic Survey in June 1991..
 ON0726
 ON0726.The geoid height was determined by GEOID03.
 ON0726
 ON0726.The dynamic height is computed by dividing the NAVD 88
 ON0726.geopotential number by the normal gravity value computed on the
 ON0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0726.degrees latitude (g = 980.6199 gals.).
 ON0726
 ON0726.The modeled gravity was interpolated from observed gravity values.
 ON0726
 ON0726;                    North         East    Units  Estimated Accuracy
 ON0726;SPC WI S     -   210,610.      524,560.      MT  (+/- 180 meters Scaled)
 ON0726
 ON0726                          SUPERSEDED SURVEY CONTROL
 ON0726
 ON0726.No superseded survey control is available for this station.
 ON0726
 ON0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ655619(NAD 83)
 ON0726_MARKER: F = FLANGE-ENCASED ROD
 ON0726_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ON0726_SP_SET: STAINLESS STEEL ROD
 ON0726_STAMPING: N 230 1985
 ON0726_MARK LOGO: NGS   
 ON0726_PROJECTION: FLUSH
 ON0726_MAGNETIC: I = MARKER IS A STEEL ROD
 ON0726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON0726+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2003
 ON0726_ROD/PIPE-DEPTH: 10.7 meters
 ON0726
 ON0726  HISTORY     - Date     Condition        Report By
 ON0726  HISTORY     - 1985     MONUMENTED       NGS
 ON0726  HISTORY     - 20021008 GOOD             WIDT
 ON0726  HISTORY     - 20030519 GOOD             USPSQD
 ON0726
 ON0726                          STATION DESCRIPTION
 ON0726
 ON0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ON0726'12.9 KM (8.0 MI) WEST FROM SPARTA.
 ON0726'0.8 KM (0.5 MI) WEST ALONG STATE HIGHWAY 16 FROM ITS JUNCTION WITH
 ON0726'STATE HIGHWAY 21 IN SPARTA, THENCE 2.1 KM (1.3 MI) SOUTHERLY ALONG
 ON0726'STATE HIGHWAY 27, THENCE 10.0 KM (6.2 MI) WESTERLY ALONG INTERSTATE
 ON0726'HIGHWAY 90, 78.6 M (257.9 FT) WEST OF MILEPOST 19, AND 32.0 M (105.0
 ON0726'FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY.
 ON0726'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 ON0726'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 ON0726'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ON0726
 ON0726                          STATION RECOVERY (2002)
 ON0726
 ON0726'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (DJH)
 ON0726'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 ON0726'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 WITH STATE HIGHWAY
 ON0726'162 ABOUT 1 MI (1.61 KM) SOUTHWEST OF BANGOR, GO EAST ON INTERSTATE
 ON0726'HIGHWAY 90 FOR 3.2 MI (5.15 KM) TO THE STATION ON THE RIGHT.  THE
 ON0726'STATION IS A NATIONAL GEODETIC SURVEY STEEL ROD AND LOGO CAP ABOUT
 ON0726'LEVEL WITH THE HIGHWAY PAVEMENT.  THE STATION IS 31.6 M (103.7 FT)
 ON0726'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF INTERSTATE HIGHWAY
 ON0726'90, 78 M (255.9 FT) SOUTHWEST OF A WOODEN POST FOR A MI (1.61 KM)
 ON0726'MARKER --19-- SIGN, 19.5 M (64.0 FT) SOUTHWEST OF THE SOUTHERN METAL
 ON0726'POST FOR A --REST AREA 1 MILE-- SIGN, 0.3 M (1.0 FT) NORTH OF A RIGHT
 ON0726'OF WAY SIGN AND 0.3 M (1.0 FT) NORTH OF AN ORANGE FIBERGLASS WITNESS
 ON0726'POST.   ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 ON0726'HIGHER THAN 15 DEGREES ABOVE THE HORIZON EXCEPT FOR TREES TO THE EAST
 ON0726'EXTENDING TO 30 DEGREES ABOVE THE HORIZON.
 ON0726
 ON0726                          STATION RECOVERY (2003)
 ON0726
 ON0726'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 ON0726'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 63 FEET
 ON0726'SOUTH-SOUTHWEST OF THE HIGHWAY SIGN --REST AREA 1 MILE--. THERE ARE NO
 ON0726'OBSTRUCTIONS HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0481 ***********************************************************************
 PO0481  DESIGNATION -  N 231
 PO0481  PID         -  PO0481
 PO0481  STATE/COUNTY-  WI/JUNEAU
 PO0481  USGS QUAD   -  CUTLER (1980)
 PO0481
 PO0481                         *CURRENT SURVEY CONTROL
 PO0481  ___________________________________________________________________
 PO0481* NAD 83(1986)-  44 01 33.     (N)    090 13 30.     (W)     SCALED    
 PO0481* NAVD 88     -       280.356  (meters)     919.80   (feet)  ADJUSTED  
 PO0481  ___________________________________________________________________
 PO0481  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 PO0481  DYNAMIC HT  -         280.300 (meters)     919.62  (feet)  COMP
 PO0481  MODELED GRAV-     980,409.1   (mgal)                       NAVD 88
 PO0481
 PO0481  VERT ORDER  -  FIRST     CLASS II
 PO0481
 PO0481.The horizontal coordinates were scaled from a topographic map and have
 PO0481.an estimated accuracy of +/- 6 seconds.
 PO0481
 PO0481.The orthometric height was determined by differential leveling
 PO0481.and adjusted by the National Geodetic Survey in June 1991..
 PO0481
 PO0481.The geoid height was determined by GEOID03.
 PO0481
 PO0481.The dynamic height is computed by dividing the NAVD 88
 PO0481.geopotential number by the normal gravity value computed on the
 PO0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0481.degrees latitude (g = 980.6199 gals.).
 PO0481
 PO0481.The modeled gravity was interpolated from observed gravity values.
 PO0481
 PO0481;                    North         East    Units  Estimated Accuracy
 PO0481;SPC WI S     -   225,080.      581,960.      MT  (+/- 180 meters Scaled)
 PO0481
 PO0481                          SUPERSEDED SURVEY CONTROL
 PO0481
 PO0481.No superseded survey control is available for this station.
 PO0481
 PO0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ223784(NAD 83)
 PO0481_MARKER: F = FLANGE-ENCASED ROD
 PO0481_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PO0481_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 PO0481_STAMPING: N 231 1985
 PO0481_MARK LOGO: NGS   
 PO0481_PROJECTION: FLUSH
 PO0481_MAGNETIC: I = MARKER IS A STEEL ROD
 PO0481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PO0481_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PO0481+SATELLITE: SATELLITE OBSERVATIONS - 2004
 PO0481_ROD/PIPE-DEPTH: 17.7 meters
 PO0481_SLEEVE-DEPTH  : 6.1 meters
 PO0481
 PO0481  HISTORY     - Date     Condition        Report By
 PO0481  HISTORY     - 1985     MONUMENTED       NGS
 PO0481  HISTORY     - 20030519 GOOD             USPSQD
 PO0481  HISTORY     - 2004     GOOD             WIDT
 PO0481
 PO0481                          STATION DESCRIPTION
 PO0481
 PO0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PO0481'12.2 KM (7.6 MI) WEST FROM NECEDAH.
 PO0481'12.2 KM (7.6 MI) WESTERLY ALONG STATE HIGHWAY 21 FROM ITS JUNCTION
 PO0481'WITH STATE HIGHWAY 80 IN NECEDAH, 142.0 M (465.9 FT) EAST OF THE
 PO0481'CENTER OF 6TH AVENUE, 36.4 M (119.4 FT) NORTH OF THE CENTERLINE OF THE
 PO0481'HIGHWAY, AND 10.3 M (33.8 FT) EAST OF THE CENTER OF A TRACK ROAD
 PO0481'LEADING TO A POND.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 PO0481'5-INCH LOGO CAP.
 PO0481'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 PO0481'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 PO0481
 PO0481                          STATION RECOVERY (2003)
 PO0481
 PO0481'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PO0481'RECOVERED IN GOOD CONDITION.  THE STATION IS AMONGST TREES WHICH
 PO0481'OBSTRUCT SATELLITE OBSERVATIONS.
 PO0481
 PO0481                          STATION RECOVERY (2004)
 PO0481
 PO0481'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 PO0481'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0027 ***********************************************************************
 QM0027  DESIGNATION -  N 24
 QM0027  PID         -  QM0027
 QM0027  STATE/COUNTY-  WI/MARINETTE
 QM0027  USGS QUAD   -  DUNBAR (1972)
 QM0027
 QM0027                         *CURRENT SURVEY CONTROL
 QM0027  ___________________________________________________________________
 QM0027* NAD 83(1986)-  45 38 41.     (N)    088 08 51.     (W)     SCALED    
 QM0027* NAVD 88     -       362.465  (meters)    1189.19   (feet)  ADJUSTED  
 QM0027  ___________________________________________________________________
 QM0027  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 QM0027  DYNAMIC HT  -         362.439 (meters)    1189.10  (feet)  COMP
 QM0027  MODELED GRAV-     980,535.7   (mgal)                       NAVD 88
 QM0027
 QM0027  VERT ORDER  -  SECOND    CLASS 0
 QM0027
 QM0027.The horizontal coordinates were scaled from a topographic map and have
 QM0027.an estimated accuracy of +/- 6 seconds.
 QM0027
 QM0027.The orthometric height was determined by differential leveling
 QM0027.and adjusted by the National Geodetic Survey in June 1991..
 QM0027
 QM0027.The geoid height was determined by GEOID03.
 QM0027
 QM0027.The dynamic height is computed by dividing the NAVD 88
 QM0027.geopotential number by the normal gravity value computed on the
 QM0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0027.degrees latitude (g = 980.6199 gals.).
 QM0027
 QM0027.The modeled gravity was interpolated from observed gravity values.
 QM0027
 QM0027;                    North         East    Units  Estimated Accuracy
 QM0027;SPC WI C     -   202,940.      744,410.      MT  (+/- 180 meters Scaled)
 QM0027
 QM0027                          SUPERSEDED SURVEY CONTROL
 QM0027
 QM0027  NGVD 29 (??/??/92)  362.451  (m)         1189.14   (f) ADJ UNCH    2 0
 QM0027
 QM0027.Superseded values are not recommended for survey control.
 QM0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0027.See file dsdata.txt to determine how the superseded data were derived.
 QM0027
 QM0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR105552(NAD 83)
 QM0027_MARKER: DB = BENCH MARK DISK
 QM0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0027_STAMPING: N 24 1934
 QM0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0027+STABILITY: SURFACE MOTION
 QM0027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QM0027+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2005
 QM0027
 QM0027  HISTORY     - Date     Condition        Report By
 QM0027  HISTORY     - 1934     MONUMENTED       CGS
 QM0027  HISTORY     - 20051130 GOOD             WIDT
 QM0027
 QM0027                          STATION DESCRIPTION
 QM0027
 QM0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QM0027'8.5 MI W FROM PEMBINE.
 QM0027'8.5 MILES WEST ALONG MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QM0027'MARIE RAILROAD FROM THE STATION AT PEMBINE, MARINETTE COUNTY,
 QM0027'255 FEET EAST OF MILEPOST 281, AND 27 FEET NORTH OF THE CENTERLINE
 QM0027'OF THE MAIN TRACK.  A STANDARD DISK, STAMPED N 24 1934 AND
 QM0027'SET IN THE TOP OF A CONCRETE POST.
 QM0027
 QM0027                          STATION RECOVERY (2005)
 QM0027
 QM0027'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0027'RECOVERED IN GOOD CONDITION.   ADD THE STATION IS 9.1 M NORTH OF THE
 QM0027'CENTERLINE OF THE TRACK AND 0.3 M SOUTH OF AN ORANGE FIBERGLASS
 QM0027'WITNESS POST.   NOTE ACCESS TO THE STATION IS THROUGH A PRIVATE DRIVE
 QM0027'TO THE RESIDENCE AT  W10950- WOODS ROAD, AND THEN WEST 0.25 MILE BY
 QM0027'FOOT ALONG THE RAILROAD GRADE TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0169 ***********************************************************************
 QM0169  DESIGNATION -  N 25
 QM0169  PID         -  QM0169
 QM0169  STATE/COUNTY-  WI/FOREST
 QM0169  USGS QUAD   -  NEWALD (1981)
 QM0169
 QM0169                         *CURRENT SURVEY CONTROL
 QM0169  ___________________________________________________________________
 QM0169* NAD 83(1986)-  45 44 09.     (N)    088 42 10.     (W)     SCALED    
 QM0169* NAVD 88     -       482.271  (meters)    1582.25   (feet)  ADJUSTED  
 QM0169  ___________________________________________________________________
 QM0169  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 QM0169  DYNAMIC HT  -         482.245 (meters)    1582.17  (feet)  COMP
 QM0169  MODELED GRAV-     980,547.1   (mgal)                       NAVD 88
 QM0169
 QM0169  VERT ORDER  -  SECOND    CLASS 0
 QM0169
 QM0169.The horizontal coordinates were scaled from a topographic map and have
 QM0169.an estimated accuracy of +/- 6 seconds.
 QM0169
 QM0169.The orthometric height was determined by differential leveling
 QM0169.and adjusted by the National Geodetic Survey in June 1991..
 QM0169
 QM0169.The geoid height was determined by GEOID03.
 QM0169
 QM0169.The dynamic height is computed by dividing the NAVD 88
 QM0169.geopotential number by the normal gravity value computed on the
 QM0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0169.degrees latitude (g = 980.6199 gals.).
 QM0169
 QM0169.The modeled gravity was interpolated from observed gravity values.
 QM0169
 QM0169;                    North         East    Units  Estimated Accuracy
 QM0169;SPC WI N     -    64,080.      700,960.      MT  (+/- 180 meters Scaled)
 QM0169
 QM0169                          SUPERSEDED SURVEY CONTROL
 QM0169
 QM0169  NGVD 29 (??/??/92)  482.255  (m)         1582.20   (f) ADJ UNCH    2 0
 QM0169
 QM0169.Superseded values are not recommended for survey control.
 QM0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0169.See file dsdata.txt to determine how the superseded data were derived.
 QM0169
 QM0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR675661(NAD 83)
 QM0169_MARKER: DB = BENCH MARK DISK
 QM0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0169_STAMPING: N 25 1934
 QM0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0169+STABILITY: SURFACE MOTION
 QM0169_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0169+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2005
 QM0169
 QM0169  HISTORY     - Date     Condition        Report By
 QM0169  HISTORY     - 1934     MONUMENTED       CGS
 QM0169  HISTORY     - 20051114 GOOD             WIDT
 QM0169
 QM0169                          STATION DESCRIPTION
 QM0169
 QM0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QM0169'AT NEWALD.
 QM0169'AT NEWALD, FOREST COUNTY, ON STATE HIGHWAY 139, AT THE NORTHWEST
 QM0169'CORNER OF THE PUBLIC SCHOOLYARD, 27 FEET EAST OF THE CENTERLINE
 QM0169'OF THE HIGHWAY, AND 30 INCHES EAST OF A SIDEWALK.  A STANDARD
 QM0169'DISK, STAMPED N 25 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QM0169
 QM0169                          STATION RECOVERY (2005)
 QM0169
 QM0169'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0169'RECOVERED IN GOOD CONDITION.  THE STATION IS 8.2 M EAST OF THE
 QM0169'CENTERLINE OF CYPRESS STREET, 5.5 M SOUTH OF THE CENTERLINE OF VIOLET
 QM0169'STREET, 2.7 M SOUTHWEST OF A SIGN POST FOR FIRE NUMBERS  5414 AND
 QM0169'5421--, 1.2 M SOUTHWEST OF A 38 CM DIAMETER ELM TREE, 0.3 M WEST OF AN
 QM0169'ORANGE FIBERGLASS WITNESS POST,
 QM0169'AND 0.5 M SOUTH OF STREET SIGN FOR  VIOLET STREET--.  NOTE THE
 QM0169'SIDEWALK STILL EXISTS BUT IS GROWN OVER WITH GRASS AND THE OLD SCHOOL
 QM0169'WAS TORN DOWN BUT THE CONCRETE CURB TO THE PLAY GROUND STILL EXISTS ON
 QM0169'THE BACK EDGE OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0281 ***********************************************************************
 QM0281  DESIGNATION -  N 28
 QM0281  PID         -  QM0281
 QM0281  STATE/COUNTY-  WI/LANGLADE
 QM0281  USGS QUAD   -  ANIWA (1973)
 QM0281
 QM0281                         *CURRENT SURVEY CONTROL
 QM0281  ___________________________________________________________________
 QM0281* NAD 83(1986)-  45 05 14.     (N)    089 10 04.     (W)     SCALED    
 QM0281* NAVD 88     -       453.328  (meters)    1487.29   (feet)  ADJUSTED  
 QM0281  ___________________________________________________________________
 QM0281  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 QM0281  DYNAMIC HT  -         453.262 (meters)    1487.08  (feet)  COMP
 QM0281  MODELED GRAV-     980,458.3   (mgal)                       NAVD 88
 QM0281
 QM0281  VERT ORDER  -  SECOND    CLASS 0
 QM0281
 QM0281.The horizontal coordinates were scaled from a topographic map and have
 QM0281.an estimated accuracy of +/- 6 seconds.
 QM0281
 QM0281.The orthometric height was determined by differential leveling
 QM0281.and adjusted by the National Geodetic Survey in June 1991..
 QM0281
 QM0281.The geoid height was determined by GEOID03.
 QM0281
 QM0281.The dynamic height is computed by dividing the NAVD 88
 QM0281.geopotential number by the normal gravity value computed on the
 QM0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0281.degrees latitude (g = 980.6199 gals.).
 QM0281
 QM0281.The modeled gravity was interpolated from observed gravity values.
 QM0281
 QM0281;                    North         East    Units  Estimated Accuracy
 QM0281;SPC WI C     -   139,670.      665,510.      MT  (+/- 180 meters Scaled)
 QM0281
 QM0281                          SUPERSEDED SURVEY CONTROL
 QM0281
 QM0281  NGVD 29 (??/??/92)  453.325  (m)         1487.28   (f) ADJ UNCH    2 0
 QM0281
 QM0281.Superseded values are not recommended for survey control.
 QM0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0281.See file dsdata.txt to determine how the superseded data were derived.
 QM0281
 QM0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ294949(NAD 83)
 QM0281_MARKER: DB = BENCH MARK DISK
 QM0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0281+STABILITY: SURFACE MOTION
 QM0281_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0281+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2005
 QM0281
 QM0281  HISTORY     - Date     Condition        Report By
 QM0281  HISTORY     - UNK      MONUMENTED       CGS
 QM0281  HISTORY     - 1934     GOOD             NGS
 QM0281  HISTORY     - 20040324 MARK NOT FOUND   USPSQD
 QM0281  HISTORY     - 20050824 GOOD             WIDT
 QM0281
 QM0281                          STATION DESCRIPTION
 QM0281
 QM0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QM0281'2 MI N FROM ELMHURST.
 QM0281'2 MILES N OF ELMHURST ALONG CHICAGO AND NORTH-WESTERN RY., 0.25
 QM0281'MILE S. OF MP 204.  MARK IS AT FENCE, 16 YDS. W. OF CENTERLINE
 QM0281'OF TRACK, 16 YDS. N. OF CENTERLINE OF DIRT ROAD CROSSING AND 3 YDS.
 QM0281'N. OF CORNER FENCE POST.
 QM0281
 QM0281                          STATION RECOVERY (2004)
 QM0281
 QM0281'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 QM0281'MARK NOT FOUND.
 QM0281
 QM0281                          STATION RECOVERY (2005)
 QM0281
 QM0281'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0281'RECOVERED IN GOOD CONDITION. -ADD-THE STATION IS 16.8 M NORTHWEST OF
 QM0281'THE NORTH WOODEN POST FOR A STEEL GATE TO A PRIVATE PROPERTY FENCE,
 QM0281'15.2 M WEST OF THE CENTERLINE OF THE OLD RAILROAD BED, 12.8 M NORTH OF
 QM0281'THE CENTERLINE OF THE JUNCTION OF NICKLE ROAD AND THE OLD RAILROAD
 QM0281'BED, 12.5 M WEST OF THE SECOND WOODEN FENCE POST ON THE PRIVATE
 QM0281'PROPERTY FENCE LINE NORTH OF THE STEEL GATE,
 QM0281'1.2 M SOUTH OF A STEEL FENCE POST IN THE OLD R-O-W FENCE LINE. 0.2 M
 QM0281'EAST OF AN ORANGE FIBERGLASS WITNESS POST. -NOTE-OLD WOODEN CORNER
 QM0281'POST FOR THE R-O-W- FENCE LINE AS ROTTEN OFF AND IS LYING BEHIND THE
 QM0281'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0222 ***********************************************************************
 QM0222  DESIGNATION -  N 29
 QM0222  PID         -  QM0222
 QM0222  STATE/COUNTY-  WI/ONEIDA
 QM0222  USGS QUAD   -  MONICO (1965)
 QM0222
 QM0222                         *CURRENT SURVEY CONTROL
 QM0222  ___________________________________________________________________
 QM0222* NAD 83(1986)-  45 35 07.     (N)    089 08 30.     (W)     SCALED    
 QM0222* NAVD 88     -       489.112  (meters)    1604.69   (feet)  ADJUSTED  
 QM0222  ___________________________________________________________________
 QM0222  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 QM0222  DYNAMIC HT  -         489.079 (meters)    1604.59  (feet)  COMP
 QM0222  MODELED GRAV-     980,533.6   (mgal)                       NAVD 88
 QM0222
 QM0222  VERT ORDER  -  SECOND    CLASS 0
 QM0222
 QM0222.The horizontal coordinates were scaled from a topographic map and have
 QM0222.an estimated accuracy of +/- 6 seconds.
 QM0222
 QM0222.The orthometric height was determined by differential leveling
 QM0222.and adjusted by the National Geodetic Survey in June 1991..
 QM0222
 QM0222.The geoid height was determined by GEOID03.
 QM0222
 QM0222.The dynamic height is computed by dividing the NAVD 88
 QM0222.geopotential number by the normal gravity value computed on the
 QM0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0222.degrees latitude (g = 980.6199 gals.).
 QM0222
 QM0222.The modeled gravity was interpolated from observed gravity values.
 QM0222
 QM0222;                    North         East    Units  Estimated Accuracy
 QM0222;SPC WI N     -    46,890.      666,980.      MT  (+/- 180 meters Scaled)
 QM0222
 QM0222                          SUPERSEDED SURVEY CONTROL
 QM0222
 QM0222  NGVD 29 (??/??/92)  489.100  (m)         1604.66   (f) ADJ UNCH    2 0
 QM0222
 QM0222.Superseded values are not recommended for survey control.
 QM0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0222.See file dsdata.txt to determine how the superseded data were derived.
 QM0222
 QM0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR329502(NAD 83)
 QM0222_MARKER: DB = BENCH MARK DISK
 QM0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0222+STABILITY: SURFACE MOTION
 QM0222
 QM0222  HISTORY     - Date     Condition        Report By
 QM0222  HISTORY     - UNK      MONUMENTED       CGS
 QM0222  HISTORY     - 1934     GOOD             NGS
 QM0222  HISTORY     - 1963     POOR             USGS
 QM0222  HISTORY     - 20050908 MARK NOT FOUND   WIDT
 QM0222
 QM0222                          STATION DESCRIPTION
 QM0222
 QM0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QM0222'0.9 MI N FROM MONICO.
 QM0222'0.9 MILE N. OF MONICO ALONG CHICAGO AND NORTHWESTERN RY. 0.1
 QM0222'MILE S. OF MP 241.  MARK IS 10 YDS. E. OF CENTER LINE OF TRACK,
 QM0222'1 YD. E. OF TELEGRAPH POLE AND 120 YDS. N. OF WHISTLE POST.
 QM0222
 QM0222                          STATION RECOVERY (1963)
 QM0222
 QM0222'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 QM0222'MARK RECOVERED IN POOR CONDITION.
 QM0222
 QM0222                          STATION RECOVERY (2005)
 QM0222
 QM0222'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0222'MARK NOT FOUND, ADD THE DIMENSIONS PLACE STATION IN A WETLAND AREA
 QM0222'EAST OF THE OLD RAILROAD GRADE, NO EVIDENCE OF MONUMENT WAS RECOVERED.
 QM0222' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NG0312 ***********************************************************************
 NG0312  DESIGNATION -  N 3
 NG0312  PID         -  NG0312
 NG0312  STATE/COUNTY-  WI/RACINE
 NG0312  USGS QUAD   -  STURTEVANT (1994)
 NG0312
 NG0312                         *CURRENT SURVEY CONTROL
 NG0312  ___________________________________________________________________
 NG0312* NAD 83(1986)-  42 44 17.     (N)    087 54 37.     (W)     SCALED    
 NG0312* NAVD 88     -       221.304  (meters)     726.06   (feet)  ADJUSTED  
 NG0312  ___________________________________________________________________
 NG0312  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 NG0312  DYNAMIC HT  -         221.239 (meters)     725.85  (feet)  COMP
 NG0312  MODELED GRAV-     980,323.4   (mgal)                       NAVD 88
 NG0312
 NG0312  VERT ORDER  -  FIRST     CLASS 0
 NG0312
 NG0312.The horizontal coordinates were scaled from a topographic map and have
 NG0312.an estimated accuracy of +/- 6 seconds.
 NG0312
 NG0312.The orthometric height was determined by differential leveling
 NG0312.and adjusted by the National Geodetic Survey in June 1991..
 NG0312.WARNING-Repeat measurements at this control monument indicate possible
 NG0312.vertical movement.
 NG0312
 NG0312.The geoid height was determined by GEOID03.
 NG0312
 NG0312.The dynamic height is computed by dividing the NAVD 88
 NG0312.geopotential number by the normal gravity value computed on the
 NG0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0312.degrees latitude (g = 980.6199 gals.).
 NG0312
 NG0312.The modeled gravity was interpolated from observed gravity values.
 NG0312
 NG0312;                    North         East    Units  Estimated Accuracy
 NG0312;SPC WI S     -    84,140.      771,100.      MT  (+/- 180 meters Scaled)
 NG0312
 NG0312                          SUPERSEDED SURVEY CONTROL
 NG0312
 NG0312  NGVD 29 (??/??/92)  221.361  (m)          726.25   (f) ADJ UNCH    1 0
 NG0312
 NG0312.Superseded values are not recommended for survey control.
 NG0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0312.See file dsdata.txt to determine how the superseded data were derived.
 NG0312
 NG0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN254321(NAD 83)
 NG0312_MARKER: DB = BENCH MARK DISK
 NG0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NG0312_STAMPING: N 3 1930 726.249
 NG0312_MARK LOGO: CGS   
 NG0312_MAGNETIC: N = NO MAGNETIC MATERIAL
 NG0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0312+STABILITY: SURFACE MOTION
 NG0312
 NG0312  HISTORY     - Date     Condition        Report By
 NG0312  HISTORY     - 1930     MONUMENTED       CGS
 NG0312  HISTORY     - 1972     GOOD             NGS
 NG0312  HISTORY     - 1977     GOOD             USGS
 NG0312  HISTORY     - 19770523 GOOD             NGS
 NG0312  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 NG0312
 NG0312                          STATION DESCRIPTION
 NG0312
 NG0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 NG0312'1.8 MI SW FROM FRANKSVILLE.
 NG0312'ABOUT 1.4 MILES SOUTH ALONG COUNTY ROAD H FROM THE EAST JUNCTION
 NG0312'OF COUNTY ROAD K AT FRANKSVILLE, THENCE 0.35 MILE WEST ALONG
 NG0312'COUNTY ROAD C, 82 FEET NORTHWEST OF THE CENTER OF THE CROSSING
 NG0312'OF THE COUNTY ROAD AND THE CHICAGO, MILWAUKEE, ST PAUL AND
 NG0312'PACIFIC RAILROAD, 45 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 NG0312'SOUTHBOUND TRACK, 32 1/2 FEET NORTH OF THE CENTER LINE OF THE
 NG0312'COUNTY ROAD, 6 1/2 FEET NORTH OF A POWER LINE BRACE POLE, 7 FEET
 NG0312'SOUTHEAST OF A FENCE CORNER, 1.4 FEET WEST OF A METAL WITNESS
 NG0312'POST, 3 FEET BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF
 NG0312'A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 NG0312'SEC 9, T3N, R22E.
 NG0312
 NG0312                          STATION RECOVERY (1977)
 NG0312
 NG0312'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 NG0312'RECOVERED IN GOOD CONDITION.
 NG0312
 NG0312                          STATION RECOVERY (1977)
 NG0312
 NG0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 NG0312'RECOVERED AS DESCRIBED.
 NG0312
 NG0312                          STATION RECOVERY (1990)
 NG0312
 NG0312'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCB)
 NG0312'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3514 ***********************************************************************
 AA3514  DESIGNATION -  N 3 RESET
 AA3514  PID         -  AA3514
 AA3514  STATE/COUNTY-  WI/RACINE
 AA3514  USGS QUAD   -  STURTEVANT (1994)
 AA3514
 AA3514                         *CURRENT SURVEY CONTROL
 AA3514  ___________________________________________________________________
 AA3514* NAD 83(1986)-  42 44 17.     (N)    087 54 37.     (W)     SCALED    
 AA3514* NAVD 88     -       221.150  (meters)     725.56   (feet)  ADJUSTED  
 AA3514  ___________________________________________________________________
 AA3514  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 AA3514  DYNAMIC HT  -         221.085 (meters)     725.34  (feet)  COMP
 AA3514  MODELED GRAV-     980,323.4   (mgal)                       NAVD 88
 AA3514
 AA3514  VERT ORDER  -  SECOND    CLASS I
 AA3514
 AA3514.The horizontal coordinates were scaled from a topographic map and have
 AA3514.an estimated accuracy of +/- 6 seconds.
 AA3514
 AA3514.The orthometric height was determined by differential leveling
 AA3514.and adjusted by the National Geodetic Survey in February 2004..
 AA3514
 AA3514.The geoid height was determined by GEOID03.
 AA3514
 AA3514.The dynamic height is computed by dividing the NAVD 88
 AA3514.geopotential number by the normal gravity value computed on the
 AA3514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3514.degrees latitude (g = 980.6199 gals.).
 AA3514
 AA3514.The modeled gravity was interpolated from observed gravity values.
 AA3514
 AA3514;                    North         East    Units  Estimated Accuracy
 AA3514;SPC WI S     -    84,140.      771,100.      MT  (+/- 180 meters Scaled)
 AA3514
 AA3514                          SUPERSEDED SURVEY CONTROL
 AA3514
 AA3514  NGVD 29 (09/01/04)  221.21   (m)          725.8    (f) RESET       3  
 AA3514
 AA3514.Superseded values are not recommended for survey control.
 AA3514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3514.See file dsdata.txt to determine how the superseded data were derived.
 AA3514
 AA3514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN254321(NAD 83)
 AA3514_MARKER: DV = VERTICAL CONTROL DISK
 AA3514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3514_STAMPING: N 3 RESET 1977
 AA3514_MARK LOGO: NGS   
 AA3514_PROJECTION: FLUSH
 AA3514_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3514+STABILITY: SURFACE MOTION
 AA3514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3514+SATELLITE: SATELLITE OBSERVATIONS - 2001
 AA3514
 AA3514  HISTORY     - Date     Condition        Report By
 AA3514  HISTORY     - 1977     MONUMENTED       NGS
 AA3514  HISTORY     - 2001     GOOD             WIDT
 AA3514
 AA3514                          STATION DESCRIPTION
 AA3514
 AA3514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 AA3514'3.0 MILES (4.8 KM) NORTH ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND
 AA3514'PACIFIC RAILROAD FROM STURTEVANT, AT THE NORTH EDGE OF COUNTY ROAD C
 AA3514'WHERE IT CROSSES THE RAILROAD TRACKS, 82.5 FEET (25.1 M) NORTH OF THE
 AA3514'ROAD, 43 FEET (13.1 M) WEST OF THE WEST RAIL OF THE RAILROAD, 5 FEET
 AA3514'(1.5 M) EAST OF A FENCELINE, AND 1 FOOT (0.3 M) SOUTH OF A METAL
 AA3514'WITNESS POST, PROJECTS 1 INCH.
 AA3514
 AA3514                          STATION RECOVERY (2001)
 AA3514
 AA3514'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 AA3514'THE STATION IS LOCATED ABOUT 9 KM WEST OF RACINE AND 4 KM NORTH OF
 AA3514'STURTEVANT. OWNERSHIP--CANADIAN PACIFIC RAILROAD.  TO REACH THE
 AA3514'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND US HIGHWAY 41
 AA3514'WITH STATE HIGHWAY 20 ABOUT 8 KM WEST OF THE CITY OF RACINE, GO EAST
 AA3514'ON STATE HIGHWAY 20 FOR 4.2 KM TO COUNTY HIGHWAY H, TURN LEFT AND GO
 AA3514'NORTH ON COUNTY HIGHWAY H FOR 1.9 KM TO COUNTY HIGHWAY C, TURN LEFT
 AA3514'AND GO WEST ON COUNTY HIGHWAY C FOR 0.4 KM TO THE RAILROAD TRACKS AND
 AA3514'THE STATION ON THE RIGHT. THE STATION IS A BRONZE NATIONAL GEODETIC
 AA3514'SURVEY VERTICAL CONTROL MARK DISK SET IN THE TOP OF A 20-CM DIAMETER
 AA3514'CONCRETE POST AND ABOUT 1 M BELOW THE HIGHWAY PAVEMENT AND 1 M BELOW
 AA3514'THE RAILROAD TRACKS. THE STATION IS 22.5 M NORTH OF THE CENTERLINE OF
 AA3514'COUNTY HIGHWAY C, 17.2 M EAST OF A 30-CM DIAMETER APPLE TREE, 13.0
 AA3514'WEST OF THE WEST RAIL OF THE RAILROAD TRACKS, AND 3.8 M NORTH OF A
 AA3514'YELLOW WOOD R/W POST.  ---NOTE---THE STATION IS 0.5 M SOUTH OF A
 AA3514'METAL WITNESS POST.  ---NOTE2---THIS STATION HAS NO VISIBLE
 AA3514'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON
 AA3514'EXCEPT FOR TREES TO THE WEST-NORTHWEST EXTENDING TO 25 DEGREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0125 ***********************************************************************
 QM0125  DESIGNATION -  N 30
 QM0125  PID         -  QM0125
 QM0125  STATE/COUNTY-  WI/LANGLADE
 QM0125  USGS QUAD   -  POLAR (1973)
 QM0125
 QM0125                         *CURRENT SURVEY CONTROL
 QM0125  ___________________________________________________________________
 QM0125* NAD 83(1986)-  45 12 57.     (N)    088 59 40.     (W)     SCALED    
 QM0125* NAVD 88     -       493.917  (meters)    1620.46   (feet)  ADJUSTED  
 QM0125  ___________________________________________________________________
 QM0125  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 QM0125  DYNAMIC HT  -         493.843 (meters)    1620.22  (feet)  COMP
 QM0125  MODELED GRAV-     980,452.6   (mgal)                       NAVD 88
 QM0125
 QM0125  VERT ORDER  -  SECOND    CLASS 0
 QM0125
 QM0125.The horizontal coordinates were scaled from a topographic map and have
 QM0125.an estimated accuracy of +/- 6 seconds.
 QM0125
 QM0125.The orthometric height was determined by differential leveling
 QM0125.and adjusted by the National Geodetic Survey in June 1991..
 QM0125
 QM0125.The geoid height was determined by GEOID03.
 QM0125
 QM0125.The dynamic height is computed by dividing the NAVD 88
 QM0125.geopotential number by the normal gravity value computed on the
 QM0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0125.degrees latitude (g = 980.6199 gals.).
 QM0125
 QM0125.The modeled gravity was interpolated from observed gravity values.
 QM0125
 QM0125;                    North         East    Units  Estimated Accuracy
 QM0125;SPC WI C     -   154,110.      678,980.      MT  (+/- 180 meters Scaled)
 QM0125
 QM0125                          SUPERSEDED SURVEY CONTROL
 QM0125
 QM0125  NGVD 29 (??/??/92)  493.899  (m)         1620.40   (f) ADJ UNCH    2 0
 QM0125
 QM0125.Superseded values are not recommended for survey control.
 QM0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0125.See file dsdata.txt to determine how the superseded data were derived.
 QM0125
 QM0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR433088(NAD 83)
 QM0125_MARKER: DB = BENCH MARK DISK
 QM0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0125+STABILITY: SURFACE MOTION
 QM0125_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0125+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2005
 QM0125
 QM0125  HISTORY     - Date     Condition        Report By
 QM0125  HISTORY     - UNK      MONUMENTED       CGS
 QM0125  HISTORY     - 1934     GOOD             NGS
 QM0125  HISTORY     - 1950     MARK NOT FOUND   USGS
 QM0125  HISTORY     - 1973     GOOD             USGS
 QM0125  HISTORY     - 20050906 GOOD             WIDT
 QM0125
 QM0125                          STATION DESCRIPTION
 QM0125
 QM0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QM0125'1.5 MI E FROM BRYANT.
 QM0125'1 1/2 MILES E. OF BRYANT ALONG CHICAGO AND NORTHWESTERN RY. 1/4
 QM0125'MILE E. OF MP 10 MARK IS AT FENCE, 15 YDS. N. OF CENTER LINE
 QM0125'OF TRACK, AND 15 YDS. W. OF CENTER LINE OF FARM CROSSING.
 QM0125
 QM0125                          STATION RECOVERY (1950)
 QM0125
 QM0125'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 QM0125'MARK NOT FOUND.
 QM0125
 QM0125                          STATION RECOVERY (1973)
 QM0125
 QM0125'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 QM0125'RAILROAD HAS BEEN REMOVED BUT GRADE STILL VISIBLE FOR DESCRIPTION
 QM0125'PURPOSES. ABOUT 45 FEET WEST OF FIELD ROAD, 45 FEET NORTH OF OLD RR
 QM0125'GRADE, ABOUT 25 FEET WEST OF ELM TREE, ABOUT 1 FOOT SOUTH OF FENCE.
 QM0125'NOTE-- THIS MARK HAD BEEN REPORTED NOT FOUND 5/16/50.
 QM0125
 QM0125                          STATION RECOVERY (2005)
 QM0125
 QM0125'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0125'RECOVERED IN GOOD CONDITION.  -ADD-THE STATION IS 7.0 M WEST-SOUTHWEST
 QM0125'OF A 1.0 M DIAMETER ELM TREE, 0.2 M EAST OF AN IRON FENCE POST WITH A
 QM0125'WHITE WITNESS SIGN ATTACHED TO IT, THE STATION IS FLUSH WITH THE
 QM0125'GROUND, AND IS CENTERED IN A CLUSTER OF STONES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0242 ***********************************************************************
 QM0242  DESIGNATION -  N 31
 QM0242  PID         -  QM0242
 QM0242  STATE/COUNTY-  WI/VILAS
 QM0242  USGS QUAD   -  EAGLE RIVER WEST (1982)
 QM0242
 QM0242                         *CURRENT SURVEY CONTROL
 QM0242  ___________________________________________________________________
 QM0242* NAD 83(1986)-  45 56 17.     (N)    089 15 27.     (W)     SCALED    
 QM0242* NAVD 88     -       501.133  (meters)    1644.13   (feet)  ADJUSTED  
 QM0242  ___________________________________________________________________
 QM0242  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 QM0242  DYNAMIC HT  -         501.117 (meters)    1644.08  (feet)  COMP
 QM0242  MODELED GRAV-     980,566.4   (mgal)                       NAVD 88
 QM0242
 QM0242  VERT ORDER  -  SECOND    CLASS 0
 QM0242
 QM0242.The horizontal coordinates were scaled from a topographic map and have
 QM0242.an estimated accuracy of +/- 6 seconds.
 QM0242
 QM0242.The orthometric height was determined by differential leveling
 QM0242.and adjusted by the National Geodetic Survey in June 1991..
 QM0242
 QM0242.The geoid height was determined by GEOID03.
 QM0242
 QM0242.The dynamic height is computed by dividing the NAVD 88
 QM0242.geopotential number by the normal gravity value computed on the
 QM0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0242.degrees latitude (g = 980.6199 gals.).
 QM0242
 QM0242.The modeled gravity was interpolated from observed gravity values.
 QM0242
 QM0242;                    North         East    Units  Estimated Accuracy
 QM0242;SPC WI N     -    86,000.      657,580.      MT  (+/- 180 meters Scaled)
 QM0242
 QM0242                          SUPERSEDED SURVEY CONTROL
 QM0242
 QM0242  NGVD 29 (??/??/92)  501.130  (m)         1644.12   (f) ADJ UNCH    2 0
 QM0242
 QM0242.Superseded values are not recommended for survey control.
 QM0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0242.See file dsdata.txt to determine how the superseded data were derived.
 QM0242
 QM0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR250896(NAD 83)
 QM0242_MARKER: DB = BENCH MARK DISK
 QM0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0242_STAMPING: N 31 1934
 QM0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0242+STABILITY: SURFACE MOTION
 QM0242
 QM0242  HISTORY     - Date     Condition        Report By
 QM0242  HISTORY     - 1934     MONUMENTED       CGS
 QM0242  HISTORY     - 1948     GOOD             NGS
 QM0242  HISTORY     - 19960620 MARK NOT FOUND   USPSQD
 QM0242  HISTORY     - 20010619 MARK NOT FOUND   USPSQD
 QM0242  HISTORY     - 20051005 MARK NOT FOUND   WIDT
 QM0242
 QM0242                          STATION DESCRIPTION
 QM0242
 QM0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 QM0242'1.6 MI N FROM EAGLE RIVER.
 QM0242'ABOUT 1.6 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN
 QM0242'RAILWAY FROM THE STATION AT EAGLE RIVER, ALSO 1.6 MILES NORTH
 QM0242'ALONG U.S. HIGHWAY 45 FROM THE RAILWAY STATION, AT A PRIVATE
 QM0242'ROAD CROSSING, 164 FEET WEST AND ACROSS THE TRACK FROM THE
 QM0242'CENTER LINE OF HIGHWAY 45 AND AT THE OUTSIDE OF A CURVE IN
 QM0242'HIGHWAY 45 WITH TANGENTS NORTHEAST AND SOUTH, 14.2 FEET WEST
 QM0242'OF THE WEST RAIL, 16 FEET SOUTH OF THE CENTER LINE OF THE
 QM0242'PRIVATE ROAD, 56 FEET SOUTHEAST OF POWER POLE NO. 4010-21L2,
 QM0242'1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 QM0242'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 QM0242
 QM0242                          STATION RECOVERY (1996)
 QM0242
 QM0242'RECOVERY NOTE BY US POWER SQUADRON 1996
 QM0242'MARK NOT FOUND.
 QM0242
 QM0242                          STATION RECOVERY (2001)
 QM0242
 QM0242'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 QM0242'MARK NOT FOUND.
 QM0242
 QM0242                          STATION RECOVERY (2005)
 QM0242
 QM0242'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0242'MARK NOT FOUND.  ADD THE RAILROAD TRACKS HAVE BEEN REMOVED AND THE OLD
 QM0242'RAILROAD BED IS NOW A SNOWMOBILE AND ATV TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0350 ***********************************************************************
 QM0350  DESIGNATION -  N 32
 QM0350  PID         -  QM0350
 QM0350  STATE/COUNTY-  WI/LINCOLN
 QM0350  USGS QUAD   -  IRMA (1982)
 QM0350
 QM0350                         *CURRENT SURVEY CONTROL
 QM0350  ___________________________________________________________________
 QM0350* NAD 83(1986)-  45 19 03.     (N)    089 41 39.     (W)     SCALED    
 QM0350* NAVD 88     -       445.901  (meters)    1462.93   (feet)  ADJUSTED  
 QM0350  ___________________________________________________________________
 QM0350  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 QM0350  DYNAMIC HT  -         445.853 (meters)    1462.77  (feet)  COMP
 QM0350  MODELED GRAV-     980,493.5   (mgal)                       NAVD 88
 QM0350
 QM0350  VERT ORDER  -  SECOND    CLASS 0
 QM0350
 QM0350.The horizontal coordinates were scaled from a topographic map and have
 QM0350.an estimated accuracy of +/- 6 seconds.
 QM0350
 QM0350.The orthometric height was determined by differential leveling
 QM0350.and adjusted by the National Geodetic Survey in June 1991..
 QM0350
 QM0350.The geoid height was determined by GEOID03.
 QM0350
 QM0350.The dynamic height is computed by dividing the NAVD 88
 QM0350.geopotential number by the normal gravity value computed on the
 QM0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0350.degrees latitude (g = 980.6199 gals.).
 QM0350
 QM0350.The modeled gravity was interpolated from observed gravity values.
 QM0350
 QM0350;                    North         East    Units  Estimated Accuracy
 QM0350;SPC WI C     -   164,970.      623,980.      MT  (+/- 180 meters Scaled)
 QM0350
 QM0350                          SUPERSEDED SURVEY CONTROL
 QM0350
 QM0350  NGVD 29 (??/??/92)  445.896  (m)         1462.91   (f) ADJ UNCH    2 0
 QM0350
 QM0350.Superseded values are not recommended for survey control.
 QM0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0350.See file dsdata.txt to determine how the superseded data were derived.
 QM0350
 QM0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBR888217(NAD 83)
 QM0350_MARKER: DB = BENCH MARK DISK
 QM0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0350_STAMPING: N 32 1934
 QM0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0350+STABILITY: SURFACE MOTION
 QM0350
 QM0350  HISTORY     - Date     Condition        Report By
 QM0350  HISTORY     - 1934     MONUMENTED       CGS
 QM0350  HISTORY     - 20050817 MARK NOT FOUND   WIDT
 QM0350
 QM0350                          STATION DESCRIPTION
 QM0350
 QM0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QM0350'AT FOSS SIDING.
 QM0350'AT FOSS SIDING, LINCOLN COUNTY, BEHIND THE CHICAGO, MILWAUKEE,
 QM0350'ST. PAUL AND PACIFIC RAILROAD STATION, ABOUT 100 FEET SOUTH OF
 QM0350'AN ABANDONED STORE, AND 30 FEET WEST OF THE CENTERLINE OF THE
 QM0350'MAIN TRACK.  A STANDARD DISK, STAMPED N 32 1934 AND SET IN THE
 QM0350'TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 QM0350
 QM0350                          STATION RECOVERY (2005)
 QM0350
 QM0350'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0350'NOT FOUND.  ADD--DESCRIPTION IS TOO VAGUE TO DETERMINE LOCATION OF THE
 QM0350'MONUMENT, THE PREVIOUSLY DESCRIBED ABANDONED STORE NO LONG EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0015 ***********************************************************************
 PO0015  DESIGNATION -  N 34
 PO0015  PID         -  PO0015
 PO0015  STATE/COUNTY-  WI/CLARK
 PO0015  USGS QUAD   -  ABBOTSFORD (1981)
 PO0015
 PO0015                         *CURRENT SURVEY CONTROL
 PO0015  ___________________________________________________________________
 PO0015* NAD 83(1986)-  44 58 27.     (N)    090 19 51.     (W)     SCALED    
 PO0015* NAVD 88     -       433.766  (meters)    1423.11   (feet)  ADJUSTED  
 PO0015  ___________________________________________________________________
 PO0015  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 PO0015  DYNAMIC HT  -         433.710 (meters)    1422.93  (feet)  COMP
 PO0015  MODELED GRAV-     980,473.7   (mgal)                       NAVD 88
 PO0015
 PO0015  VERT ORDER  -  SECOND    CLASS 0
 PO0015
 PO0015.The horizontal coordinates were scaled from a topographic map and have
 PO0015.an estimated accuracy of +/- 6 seconds.
 PO0015
 PO0015.The orthometric height was determined by differential leveling
 PO0015.and adjusted by the National Geodetic Survey in June 1991..
 PO0015
 PO0015.The geoid height was determined by GEOID03.
 PO0015
 PO0015.The dynamic height is computed by dividing the NAVD 88
 PO0015.geopotential number by the normal gravity value computed on the
 PO0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0015.degrees latitude (g = 980.6199 gals.).
 PO0015
 PO0015.The modeled gravity was interpolated from observed gravity values.
 PO0015
 PO0015;                    North         East    Units  Estimated Accuracy
 PO0015;SPC WI C     -   126,820.      573,910.      MT  (+/- 180 meters Scaled)
 PO0015
 PO0015                          SUPERSEDED SURVEY CONTROL
 PO0015
 PO0015  NGVD 29 (??/??/92)  433.768  (m)         1423.12   (f) ADJ UNCH    2 0
 PO0015
 PO0015.Superseded values are not recommended for survey control.
 PO0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0015.See file dsdata.txt to determine how the superseded data were derived.
 PO0015
 PO0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK104835(NAD 83)
 PO0015_MARKER: DB = BENCH MARK DISK
 PO0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0015_STAMPING: N 34 1934
 PO0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0015+STABILITY: SURFACE MOTION
 PO0015
 PO0015  HISTORY     - Date     Condition        Report By
 PO0015  HISTORY     - 1934     MONUMENTED       CGS
 PO0015  HISTORY     - 1953     MARK NOT FOUND   NGS
 PO0015  HISTORY     - 20031030 MARK NOT FOUND   WIDT
 PO0015
 PO0015                          STATION DESCRIPTION
 PO0015
 PO0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PO0015'1.9 MI S FROM DORCHESTER.
 PO0015'1.9 MILES SOUTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 PO0015'MARIE RAILWAY FROM DORCHESTER, CLARK COUNTY, ABOUT 3 RAILS
 PO0015'SOUTH OF MILEPOST 305, AT A ROAD CROSSING, 18 FEET SOUTH OF
 PO0015'THE ROAD, 3 FEET SOUTHWEST OF A CROSSING SIGN, AND 10 FEET
 PO0015'EAST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 PO0015'N 34 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PO0015
 PO0015                          STATION RECOVERY (2003)
 PO0015
 PO0015'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0070 ***********************************************************************
 PO0070  DESIGNATION -  N 35
 PO0070  PID         -  PO0070
 PO0070  STATE/COUNTY-  WI/MARATHON
 PO0070  USGS QUAD   -  STRATFORD (1981)
 PO0070
 PO0070                         *CURRENT SURVEY CONTROL
 PO0070  ___________________________________________________________________
 PO0070* NAD 83(1986)-  44 49 47.     (N)    090 04 01.     (W)     SCALED    
 PO0070* NAVD 88     -       368.455  (meters)    1208.84   (feet)  ADJUSTED  
 PO0070  ___________________________________________________________________
 PO0070  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 PO0070  DYNAMIC HT  -         368.401 (meters)    1208.66  (feet)  COMP
 PO0070  MODELED GRAV-     980,460.0   (mgal)                       NAVD 88
 PO0070
 PO0070  VERT ORDER  -  SECOND    CLASS 0
 PO0070
 PO0070.The horizontal coordinates were scaled from a topographic map and have
 PO0070.an estimated accuracy of +/- 6 seconds.
 PO0070
 PO0070.The orthometric height was determined by differential leveling
 PO0070.and adjusted by the National Geodetic Survey in June 1991..
 PO0070
 PO0070.The geoid height was determined by GEOID03.
 PO0070
 PO0070.The dynamic height is computed by dividing the NAVD 88
 PO0070.geopotential number by the normal gravity value computed on the
 PO0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0070.degrees latitude (g = 980.6199 gals.).
 PO0070
 PO0070.The modeled gravity was interpolated from observed gravity values.
 PO0070
 PO0070;                    North         East    Units  Estimated Accuracy
 PO0070;SPC WI C     -   110,720.      594,710.      MT  (+/- 180 meters Scaled)
 PO0070
 PO0070                          SUPERSEDED SURVEY CONTROL
 PO0070
 PO0070  NGVD 29 (??/??/92)  368.471  (m)         1208.89   (f) ADJ UNCH    2 0
 PO0070
 PO0070.Superseded values are not recommended for survey control.
 PO0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0070.See file dsdata.txt to determine how the superseded data were derived.
 PO0070
 PO0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK318682(NAD 83)
 PO0070_MARKER: DB = BENCH MARK DISK
 PO0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0070_STAMPING: N 35 1934
 PO0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0070+STABILITY: SURFACE MOTION
 PO0070
 PO0070  HISTORY     - Date     Condition        Report By
 PO0070  HISTORY     - 1934     MONUMENTED       CGS
 PO0070  HISTORY     - 1982     MARK NOT FOUND   NGS
 PO0070  HISTORY     - 20031029 MARK NOT FOUND   WIDT
 PO0070
 PO0070                          STATION DESCRIPTION
 PO0070
 PO0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PO0070'2.2 MI N FROM STRATFORD.
 PO0070'ABOUT 1.9 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 PO0070'FROM STRATFORD, MARATHON COUNTY, 43 FEET NORTH OF THE CENTER
 PO0070'LINE OF A ROAD, 3 FEET EAST OF A BELL-SIGNAL BOX, AND 15 FEET
 PO0070'EAST OF THE CENTER LINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED
 PO0070'N 35 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PO0070
 PO0070                          STATION RECOVERY (1982)
 PO0070
 PO0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PO0070'MARK NOT FOUND.
 PO0070
 PO0070                          STATION RECOVERY (2003)
 PO0070
 PO0070'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0070'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0614 ***********************************************************************
 PN0614  DESIGNATION -  N 36
 PN0614  PID         -  PN0614
 PN0614  STATE/COUNTY-  WI/MARATHON
 PN0614  USGS QUAD   -  WAUSAU EAST (1993)
 PN0614
 PN0614                         *CURRENT SURVEY CONTROL
 PN0614  ___________________________________________________________________
 PN0614* NAD 83(1986)-  44 53 52.     (N)    089 30 15.     (W)     SCALED    
 PN0614* NAVD 88     -       377.411  (meters)    1238.22   (feet)  ADJUSTED  
 PN0614  ___________________________________________________________________
 PN0614  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 PN0614  DYNAMIC HT  -         377.354 (meters)    1238.04  (feet)  COMP
 PN0614  MODELED GRAV-     980,456.7   (mgal)                       NAVD 88
 PN0614
 PN0614  VERT ORDER  -  SECOND    CLASS 0
 PN0614
 PN0614.The horizontal coordinates were scaled from a topographic map and have
 PN0614.an estimated accuracy of +/- 6 seconds.
 PN0614
 PN0614.The orthometric height was determined by differential leveling
 PN0614.and adjusted by the National Geodetic Survey in June 1991..
 PN0614
 PN0614.The geoid height was determined by GEOID03.
 PN0614
 PN0614.The dynamic height is computed by dividing the NAVD 88
 PN0614.geopotential number by the normal gravity value computed on the
 PN0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0614.degrees latitude (g = 980.6199 gals.).
 PN0614
 PN0614.The modeled gravity was interpolated from observed gravity values.
 PN0614
 PN0614;                    North         East    Units  Estimated Accuracy
 PN0614;SPC WI C     -   118,400.      639,160.      MT  (+/- 180 meters Scaled)
 PN0614
 PN0614                          SUPERSEDED SURVEY CONTROL
 PN0614
 PN0614  NGVD 29 (??/??/92)  377.426  (m)         1238.27   (f) ADJ UNCH    2 0
 PN0614
 PN0614.Superseded values are not recommended for survey control.
 PN0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0614.See file dsdata.txt to determine how the superseded data were derived.
 PN0614
 PN0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ022746(NAD 83)
 PN0614_MARKER: DB = BENCH MARK DISK
 PN0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0614+STABILITY: SURFACE MOTION
 PN0614
 PN0614  HISTORY     - Date     Condition        Report By
 PN0614  HISTORY     - UNK      MONUMENTED       CGS
 PN0614  HISTORY     - 1934     GOOD             NGS
 PN0614
 PN0614                          STATION DESCRIPTION
 PN0614
 PN0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PN0614'AT CALLON.
 PN0614'180 FEET EAST OF EAST SIDE OF CALLON DEPOT 22 FEET SOUTH OF CENTER
 PN0614'OF MAIN TRACK OF C. AND N.W. RY. 3 FEET SOUTH OF TELEPHONE
 PN0614'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0347 ***********************************************************************
 PN0347  DESIGNATION -  N 37
 PN0347  PID         -  PN0347
 PN0347  STATE/COUNTY-  WI/PORTAGE
 PN0347  USGS QUAD   -  ROSHOLT (1981)
 PN0347
 PN0347                         *CURRENT SURVEY CONTROL
 PN0347  ___________________________________________________________________
 PN0347* NAD 83(1986)-  44 37 38.     (N)    089 15 31.     (W)     SCALED    
 PN0347* NAVD 88     -       342.801  (meters)    1124.67   (feet)  ADJUSTED  
 PN0347  ___________________________________________________________________
 PN0347  GEOID HEIGHT-         -36.04  (meters)                     GEOID03
 PN0347  DYNAMIC HT  -         342.738 (meters)    1124.47  (feet)  COMP
 PN0347  MODELED GRAV-     980,425.8   (mgal)                       NAVD 88
 PN0347
 PN0347  VERT ORDER  -  SECOND    CLASS 0
 PN0347
 PN0347.The horizontal coordinates were scaled from a topographic map and have
 PN0347.an estimated accuracy of +/- 6 seconds.
 PN0347
 PN0347.The orthometric height was determined by differential leveling
 PN0347.and adjusted by the National Geodetic Survey in June 1991..
 PN0347
 PN0347.The geoid height was determined by GEOID03.
 PN0347
 PN0347.The dynamic height is computed by dividing the NAVD 88
 PN0347.geopotential number by the normal gravity value computed on the
 PN0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0347.degrees latitude (g = 980.6199 gals.).
 PN0347
 PN0347.The modeled gravity was interpolated from observed gravity values.
 PN0347
 PN0347;                    North         East    Units  Estimated Accuracy
 PN0347;SPC WI C     -    88,480.      658,830.      MT  (+/- 180 meters Scaled)
 PN0347
 PN0347                          SUPERSEDED SURVEY CONTROL
 PN0347
 PN0347  NGVD 29 (??/??/92)  342.816  (m)         1124.72   (f) ADJ UNCH    2 0
 PN0347
 PN0347.Superseded values are not recommended for survey control.
 PN0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0347.See file dsdata.txt to determine how the superseded data were derived.
 PN0347
 PN0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ208440(NAD 83)
 PN0347_MARKER: DB = BENCH MARK DISK
 PN0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0347+STABILITY: SURFACE MOTION
 PN0347
 PN0347  HISTORY     - Date     Condition        Report By
 PN0347  HISTORY     - UNK      MONUMENTED       CGS
 PN0347  HISTORY     - 1934     GOOD             NGS
 PN0347  HISTORY     - 20040111 MARK NOT FOUND   USPSQD
 PN0347
 PN0347                          STATION DESCRIPTION
 PN0347
 PN0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PN0347'2.1 MI S FROM ROSHOLT.
 PN0347'AT THE Y JUNCTION OF HIGHWAY 49 AND A COUNTY ROAD.  82 FT.
 PN0347'NORTHEAST OF 49 ON A TURN.  2 FT. SOUTHEAST OF FIELD ENTRANCE.
 PN0347'ABOUT 240 FT. WEST OF WHITE FARM HOUSE.
 PN0347
 PN0347                          STATION RECOVERY (2004)
 PN0347
 PN0347'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0347'NOT FOUND.  RAILROAD HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0552 ***********************************************************************
 PN0552  DESIGNATION -  N 38
 PN0552  PID         -  PN0552
 PN0552  STATE/COUNTY-  WI/MARATHON
 PN0552  USGS QUAD   -  DANCY (1991)
 PN0552
 PN0552                         *CURRENT SURVEY CONTROL
 PN0552  ___________________________________________________________________
 PN0552* NAD 83(1986)-  44 44 25.     (N)    089 42 08.     (W)     SCALED    
 PN0552* NAVD 88     -       346.227  (meters)    1135.91   (feet)  ADJUSTED  
 PN0552  ___________________________________________________________________
 PN0552  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 PN0552  DYNAMIC HT  -         346.166 (meters)    1135.71  (feet)  COMP
 PN0552  MODELED GRAV-     980,433.3   (mgal)                       NAVD 88
 PN0552
 PN0552  VERT ORDER  -  SECOND    CLASS 0
 PN0552
 PN0552.The horizontal coordinates were scaled from a topographic map and have
 PN0552.an estimated accuracy of +/- 6 seconds.
 PN0552
 PN0552.The orthometric height was determined by differential leveling
 PN0552.and adjusted by the National Geodetic Survey in June 1991..
 PN0552
 PN0552.The geoid height was determined by GEOID03.
 PN0552
 PN0552.The dynamic height is computed by dividing the NAVD 88
 PN0552.geopotential number by the normal gravity value computed on the
 PN0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0552.degrees latitude (g = 980.6199 gals.).
 PN0552
 PN0552.The modeled gravity was interpolated from observed gravity values.
 PN0552
 PN0552;                    North         East    Units  Estimated Accuracy
 PN0552;SPC WI C     -   100,820.      623,580.      MT  (+/- 180 meters Scaled)
 PN0552
 PN0552                          SUPERSEDED SURVEY CONTROL
 PN0552
 PN0552  NGVD 29 (??/??/92)  346.235  (m)         1135.94   (f) ADJ UNCH    2 0
 PN0552
 PN0552.Superseded values are not recommended for survey control.
 PN0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0552.See file dsdata.txt to determine how the superseded data were derived.
 PN0552
 PN0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ860576(NAD 83)
 PN0552_MARKER: DB = BENCH MARK DISK
 PN0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0552_STAMPING: N 38 1934
 PN0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0552+STABILITY: SURFACE MOTION
 PN0552
 PN0552  HISTORY     - Date     Condition        Report By
 PN0552  HISTORY     - 1934     MONUMENTED       CGS
 PN0552  HISTORY     - 1954     MARK NOT FOUND   NGS
 PN0552  HISTORY     - 19950422 MARK NOT FOUND   USPSQD
 PN0552
 PN0552                          STATION DESCRIPTION
 PN0552
 PN0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 PN0552'1.4 MI N FROM KNOWLTON.
 PN0552'1.4 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PN0552'PACIFIC RAILROAD FROM KNOWLTON, MARATHON COUNTY, 0.6 MILE SOUTH
 PN0552'OF MILEPOST 75, 40 FEET NORTH OF A ROAD CROSSING, AND 50 FEET
 PN0552'EAST OF THE TRACK.  A STANDARD DISK, STAMPED N 38 1934 AND SET
 PN0552'IN THE TOP OF A CONCRETE POST.
 PN0552
 PN0552                          STATION RECOVERY (1995)
 PN0552
 PN0552'RECOVERY NOTE BY US POWER SQUADRON 1995
 PN0552'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0362 ***********************************************************************
 QM0362  DESIGNATION -  N 39
 QM0362  PID         -  QM0362
 QM0362  STATE/COUNTY-  WI/MARATHON
 QM0362  USGS QUAD   -  NUTTERVILLE (1982)
 QM0362
 QM0362                         *CURRENT SURVEY CONTROL
 QM0362  ___________________________________________________________________
 QM0362* NAD 83(1986)-  45 06 27.     (N)    089 37 29.     (W)     SCALED    
 QM0362* NAVD 88     -       381.074  (meters)    1250.24   (feet)  ADJUSTED  
 QM0362  ___________________________________________________________________
 QM0362  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 QM0362  DYNAMIC HT  -         381.026 (meters)    1250.08  (feet)  COMP
 QM0362  MODELED GRAV-     980,479.2   (mgal)                       NAVD 88
 QM0362
 QM0362  VERT ORDER  -  SECOND    CLASS 0
 QM0362
 QM0362.The horizontal coordinates were scaled from a topographic map and have
 QM0362.an estimated accuracy of +/- 6 seconds.
 QM0362
 QM0362.The orthometric height was determined by differential leveling
 QM0362.and adjusted by the National Geodetic Survey in June 1991..
 QM0362
 QM0362.The geoid height was determined by GEOID03.
 QM0362
 QM0362.The dynamic height is computed by dividing the NAVD 88
 QM0362.geopotential number by the normal gravity value computed on the
 QM0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0362.degrees latitude (g = 980.6199 gals.).
 QM0362
 QM0362.The modeled gravity was interpolated from observed gravity values.
 QM0362
 QM0362;                    North         East    Units  Estimated Accuracy
 QM0362;SPC WI C     -   141,650.      629,530.      MT  (+/- 180 meters Scaled)
 QM0362
 QM0362                          SUPERSEDED SURVEY CONTROL
 QM0362
 QM0362  NGVD 29 (??/??/92)  381.079  (m)         1250.26   (f) ADJ UNCH    2 0
 QM0362
 QM0362.Superseded values are not recommended for survey control.
 QM0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0362.See file dsdata.txt to determine how the superseded data were derived.
 QM0362
 QM0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ935982(NAD 83)
 QM0362_MARKER: DB = BENCH MARK DISK
 QM0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0362_STAMPING: N 39 1934
 QM0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0362+STABILITY: SURFACE MOTION
 QM0362
 QM0362  HISTORY     - Date     Condition        Report By
 QM0362  HISTORY     - 1934     MONUMENTED       CGS
 QM0362  HISTORY     - 1944     GOOD             NGS
 QM0362
 QM0362                          STATION DESCRIPTION
 QM0362
 QM0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 QM0362'6.5 MI N FROM BROKAW.
 QM0362'6.5 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QM0362'PACIFIC RAILROAD FROM THE STATION AT BROKAW, MARATHON COUNTY,
 QM0362'AT MILEAGE 103.7, 36 FEET NORTH OF THE CENTERLINE OF A ROAD,
 QM0362'48 FEET EAST OF THE CENTERLINE OF THE MAIN TRACK, AND 13 FEET
 QM0362'NORTH OF A FENCE CORNER.  A STANDARD DISK, STAMPED N 39 1934
 QM0362'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0029 ***********************************************************************
 OM0029  DESIGNATION -  N 4
 OM0029  PID         -  OM0029
 OM0029  STATE/COUNTY-  WI/WASHINGTON
 OM0029  USGS QUAD   -  KEWASKUM (1974)
 OM0029
 OM0029                         *CURRENT SURVEY CONTROL
 OM0029  ___________________________________________________________________
 OM0029* NAD 83(1986)-  43 32 09.     (N)    088 14 23.     (W)     SCALED    
 OM0029* NAVD 88     -       298.008  (meters)     977.71   (feet)  ADJUSTED  
 OM0029  ___________________________________________________________________
 OM0029  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 OM0029  DYNAMIC HT  -         297.941 (meters)     977.49  (feet)  COMP
 OM0029  MODELED GRAV-     980,385.6   (mgal)                       NAVD 88
 OM0029
 OM0029  VERT ORDER  -  FIRST     CLASS II
 OM0029
 OM0029.The horizontal coordinates were scaled from a topographic map and have
 OM0029.an estimated accuracy of +/- 6 seconds.
 OM0029
 OM0029.The orthometric height was determined by differential leveling
 OM0029.and adjusted by the National Geodetic Survey in June 1991..
 OM0029
 OM0029.The geoid height was determined by GEOID03.
 OM0029
 OM0029.The dynamic height is computed by dividing the NAVD 88
 OM0029.geopotential number by the normal gravity value computed on the
 OM0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0029.degrees latitude (g = 980.6199 gals.).
 OM0029
 OM0029.The modeled gravity was interpolated from observed gravity values.
 OM0029
 OM0029;                    North         East    Units  Estimated Accuracy
 OM0029;SPC WI S     -   172,120.      742,260.      MT  (+/- 180 meters Scaled)
 OM0029
 OM0029                          SUPERSEDED SURVEY CONTROL
 OM0029
 OM0029  NGVD 29 (??/??/92)  298.050  (m)          977.85   (f) ADJ UNCH    1 2
 OM0029
 OM0029.Superseded values are not recommended for survey control.
 OM0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0029.See file dsdata.txt to determine how the superseded data were derived.
 OM0029
 OM0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP998210(NAD 83)
 OM0029_MARKER: DB = BENCH MARK DISK
 OM0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0029_STAMPING: 977.852 N 4 1930
 OM0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0029+STABILITY: SURFACE MOTION
 OM0029
 OM0029  HISTORY     - Date     Condition        Report By
 OM0029  HISTORY     - 1930     MONUMENTED       CGS
 OM0029  HISTORY     - 1949     GOOD             NGS
 OM0029  HISTORY     - 1979     GOOD             LOCENG
 OM0029  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 OM0029
 OM0029                          STATION DESCRIPTION
 OM0029
 OM0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 OM0029'1.2 MI N FROM KEWASKUM.
 OM0029'1.2 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 OM0029'THE STATION AT KEWASKUM, WASHINGTON COUNTY, AT THE FIRST ROAD
 OM0029'CROSSING NORTH OF THE OVERHEAD CROSSING OF STATE HIGHWAY 55,
 OM0029'24 FEET NORTH OF THE CENTERLINE OF THE ROAD, 27 FEET WEST OF
 OM0029'A COUNTY HIGHWAY, AND 26 FEET EAST OF THE EAST RAIL.  A STANDARD
 OM0029'DISK, STAMPED 977.852 N 4 1930 AND SET IN THE TOP OF A CONCRETE
 OM0029'POST.
 OM0029
 OM0029                          STATION RECOVERY (1979)
 OM0029
 OM0029'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 OM0029'26 FT. E OF E RAIL. 29 FT. W. OF C/L C.T.H. V. 4 FT. E AND 1 FT. S OF
 OM0029'POST WITH FIRE NO. 9485 25 FT. N OF C/L PRIVATE DRIVE. .3 FT. BELOW
 OM0029'GROUND.
 OM0029
 OM0029                          STATION RECOVERY (2003)
 OM0029
 OM0029'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM0029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0057 ***********************************************************************
 QN0057  DESIGNATION -  N 40
 QN0057  PID         -  QN0057
 QN0057  STATE/COUNTY-  WI/PRICE
 QN0057  USGS QUAD   -  PRIEST LAKE (1984)
 QN0057
 QN0057                         *CURRENT SURVEY CONTROL
 QN0057  ___________________________________________________________________
 QN0057* NAD 83(1986)-  45 48 42.     (N)    090 24 30.     (W)     SCALED    
 QN0057* NAVD 88     -       458.129  (meters)    1503.04   (feet)  ADJUSTED  
 QN0057  ___________________________________________________________________
 QN0057  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 QN0057  DYNAMIC HT  -         458.104 (meters)    1502.96  (feet)  COMP
 QN0057  MODELED GRAV-     980,546.2   (mgal)                       NAVD 88
 QN0057
 QN0057  VERT ORDER  -  SECOND    CLASS 0
 QN0057
 QN0057.The horizontal coordinates were scaled from a topographic map and have
 QN0057.an estimated accuracy of +/- 6 seconds.
 QN0057
 QN0057.The orthometric height was determined by differential leveling
 QN0057.and adjusted by the National Geodetic Survey in June 1991..
 QN0057
 QN0057.The geoid height was determined by GEOID03.
 QN0057
 QN0057.The dynamic height is computed by dividing the NAVD 88
 QN0057.geopotential number by the normal gravity value computed on the
 QN0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0057.degrees latitude (g = 980.6199 gals.).
 QN0057
 QN0057.The modeled gravity was interpolated from observed gravity values.
 QN0057
 QN0057;                    North         East    Units  Estimated Accuracy
 QN0057;SPC WI N     -    71,770.      568,260.      MT  (+/- 180 meters Scaled)
 QN0057
 QN0057                          SUPERSEDED SURVEY CONTROL
 QN0057
 QN0057  NGVD 29 (??/??/92)  458.112  (m)         1502.99   (f) ADJ UNCH    2 0
 QN0057
 QN0057.Superseded values are not recommended for survey control.
 QN0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0057.See file dsdata.txt to determine how the superseded data were derived.
 QN0057
 QN0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL013763(NAD 83)
 QN0057_MARKER: DB = BENCH MARK DISK
 QN0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0057_STAMPING: N 40 1934
 QN0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0057+STABILITY: SURFACE MOTION
 QN0057
 QN0057  HISTORY     - Date     Condition        Report By
 QN0057  HISTORY     - 1934     MONUMENTED       CGS
 QN0057
 QN0057                          STATION DESCRIPTION
 QN0057
 QN0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QN0057'4.5 MI S FROM FIFIELD.
 QN0057'4.5 MILES SOUTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QN0057'MARIE RAILWAY FROM FIFIELD, PRICE COUNTY, 1 RAIL SOUTH OF THE
 QN0057'STATION SIGNBOARD AT COOLIDGE, 70 FEET NORTH OF A FIELD GATE,
 QN0057'45 FEET WEST OF THE TRACK, AND 1 1/2 FEET EAST OF THE RIGHT-OF-WAY
 QN0057'FENCE.  A STANDARD DISK, STAMPED N 40 1934 AND SET IN THE TOP
 QN0057'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0156 ***********************************************************************
 QN0156  DESIGNATION -  N 41
 QN0156  PID         -  QN0156
 QN0156  STATE/COUNTY-  WI/SAWYER
 QN0156  USGS QUAD   -  LAKE WINTER (1982)
 QN0156
 QN0156                         *CURRENT SURVEY CONTROL
 QN0156  ___________________________________________________________________
 QN0156* NAD 83(1986)-  45 52 01.     (N)    090 55 31.     (W)     SCALED    
 QN0156* NAVD 88     -       424.230  (meters)    1391.83   (feet)  ADJUSTED  
 QN0156  ___________________________________________________________________
 QN0156  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 QN0156  DYNAMIC HT  -         424.221 (meters)    1391.80  (feet)  COMP
 QN0156  MODELED GRAV-     980,582.5   (mgal)                       NAVD 88
 QN0156
 QN0156  VERT ORDER  -  SECOND    CLASS 0
 QN0156
 QN0156.The horizontal coordinates were scaled from a topographic map and have
 QN0156.an estimated accuracy of +/- 6 seconds.
 QN0156
 QN0156.The orthometric height was determined by differential leveling
 QN0156.and adjusted by the National Geodetic Survey in June 1991..
 QN0156
 QN0156.The geoid height was determined by GEOID03.
 QN0156
 QN0156.The dynamic height is computed by dividing the NAVD 88
 QN0156.geopotential number by the normal gravity value computed on the
 QN0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0156.degrees latitude (g = 980.6199 gals.).
 QN0156
 QN0156.The modeled gravity was interpolated from observed gravity values.
 QN0156
 QN0156;                    North         East    Units  Estimated Accuracy
 QN0156;SPC WI N     -    78,250.      528,160.      MT  (+/- 180 meters Scaled)
 QN0156
 QN0156                          SUPERSEDED SURVEY CONTROL
 QN0156
 QN0156  NGVD 29 (??/??/92)  424.250  (m)         1391.89   (f) ADJ UNCH    2 0
 QN0156
 QN0156.Superseded values are not recommended for survey control.
 QN0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0156.See file dsdata.txt to determine how the superseded data were derived.
 QN0156
 QN0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL610813(NAD 83)
 QN0156_MARKER: DB = BENCH MARK DISK
 QN0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0156_STAMPING: N 41 1934
 QN0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0156+STABILITY: SURFACE MOTION
 QN0156
 QN0156  HISTORY     - Date     Condition        Report By
 QN0156  HISTORY     - 1934     MONUMENTED       CGS
 QN0156  HISTORY     - 20041020 MARK NOT FOUND   WIDT
 QN0156
 QN0156                          STATION DESCRIPTION
 QN0156
 QN0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QN0156'3.9 MI W FROM LORETTA.
 QN0156'ABOUT 3.9 MILES WEST ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 QN0156'AND OMAHA RAILWAY FROM LORETTA, SAWYER COUNTY.  NOTE-- NO DETAILED
 QN0156'DESCRIPTION FOR THIS BENCH MARK IS AVAILABLE AT THIS OFFICE.  IT
 QN0156'IS PROBABLY A STANDARD DISK, STAMPED N 41 1934 AND SET IN THE TOP
 QN0156'OF A CONCRETE POST.  ANY ONE RECOVERING AND IDENTIFYING THIS
 QN0156'BENCH MARK WILL CONFER A FAVOR BY SUBMITTING A COMPLETE DETAILED
 QN0156'DESCRIPTION TO THE DIRECTOR, U.S. COAST AND GEODETIC SURVEY,
 QN0156'WASHINGTON, D.C.
 QN0156
 QN0156                          STATION RECOVERY (2004)
 QN0156
 QN0156'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0156'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0295 ***********************************************************************
 QN0295  DESIGNATION -  N 43
 QN0295  PID         -  QN0295
 QN0295  STATE/COUNTY-  WI/WASHBURN
 QN0295  USGS QUAD   -  BEAN LAKE (1971)
 QN0295
 QN0295                         *CURRENT SURVEY CONTROL
 QN0295  ___________________________________________________________________
 QN0295* NAD 83(1986)-  45 58 57.     (N)    091 34 03.     (W)     SCALED    
 QN0295* NAVD 88     -       352.323  (meters)    1155.91   (feet)  ADJUSTED  
 QN0295  ___________________________________________________________________
 QN0295  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 QN0295  DYNAMIC HT  -         352.323 (meters)    1155.91  (feet)  COMP
 QN0295  MODELED GRAV-     980,605.6   (mgal)                       NAVD 88
 QN0295
 QN0295  VERT ORDER  -  SECOND    CLASS 0
 QN0295
 QN0295.The horizontal coordinates were scaled from a topographic map and have
 QN0295.an estimated accuracy of +/- 6 seconds.
 QN0295
 QN0295.The orthometric height was determined by differential leveling
 QN0295.and adjusted by the National Geodetic Survey in June 1991..
 QN0295
 QN0295.The geoid height was determined by GEOID03.
 QN0295
 QN0295.The dynamic height is computed by dividing the NAVD 88
 QN0295.geopotential number by the normal gravity value computed on the
 QN0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0295.degrees latitude (g = 980.6199 gals.).
 QN0295
 QN0295.The modeled gravity was interpolated from observed gravity values.
 QN0295
 QN0295;                    North         East    Units  Estimated Accuracy
 QN0295;SPC WI N     -    91,870.      478,550.      MT  (+/- 180 meters Scaled)
 QN0295
 QN0295                          SUPERSEDED SURVEY CONTROL
 QN0295
 QN0295  NGVD 29 (??/??/92)  352.343  (m)         1155.98   (f) ADJ UNCH    2 0
 QN0295
 QN0295.Superseded values are not recommended for survey control.
 QN0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0295.See file dsdata.txt to determine how the superseded data were derived.
 QN0295
 QN0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL109931(NAD 83)
 QN0295_MARKER: DB = BENCH MARK DISK
 QN0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0295_STAMPING: N 43 1934
 QN0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0295+STABILITY: SURFACE MOTION
 QN0295
 QN0295  HISTORY     - Date     Condition        Report By
 QN0295  HISTORY     - 1934     MONUMENTED       CGS
 QN0295  HISTORY     - 20041202 MARK NOT FOUND   WIDT
 QN0295
 QN0295                          STATION DESCRIPTION
 QN0295
 QN0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QN0295'1 MI N FROM STINNETT.
 QN0295'ABOUT 1 MILE NORTH ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS AND
 QN0295'OMAHA RAILWAY FROM STINNETT, WASHBURN COUNTY, ABOUT 19 1/2 POLES
 QN0295'NORTH OF MILEPOST 98, AND 30 FEET WEST OF THE TRACK.  A STANDARD
 QN0295'DISK, STAMPED N 43 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QN0295
 QN0295                          STATION RECOVERY (2004)
 QN0295
 QN0295'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0295'TIES ARE WRONG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0279 ***********************************************************************
 RM0279  DESIGNATION -  N 44
 RM0279  PID         -  RM0279
 RM0279  STATE/COUNTY-  WI/DOUGLAS
 RM0279  USGS QUAD   -  GORDON (1982)
 RM0279
 RM0279                         *CURRENT SURVEY CONTROL
 RM0279  ___________________________________________________________________
 RM0279* NAD 83(1986)-  46 14 49.     (N)    091 47 55.     (W)     SCALED    
 RM0279* NAVD 88     -       315.565  (meters)    1035.32   (feet)  ADJUSTED  
 RM0279  ___________________________________________________________________
 RM0279  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 RM0279  DYNAMIC HT  -         315.598 (meters)    1035.42  (feet)  COMP
 RM0279  MODELED GRAV-     980,707.0   (mgal)                       NAVD 88
 RM0279
 RM0279  VERT ORDER  -  FIRST     CLASS II
 RM0279
 RM0279.The horizontal coordinates were scaled from a topographic map and have
 RM0279.an estimated accuracy of +/- 6 seconds.
 RM0279
 RM0279.The orthometric height was determined by differential leveling
 RM0279.and adjusted by the National Geodetic Survey in June 1991..
 RM0279
 RM0279.The geoid height was determined by GEOID03.
 RM0279
 RM0279.The dynamic height is computed by dividing the NAVD 88
 RM0279.geopotential number by the normal gravity value computed on the
 RM0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0279.degrees latitude (g = 980.6199 gals.).
 RM0279
 RM0279.The modeled gravity was interpolated from observed gravity values.
 RM0279
 RM0279;                    North         East    Units  Estimated Accuracy
 RM0279;SPC WI N     -   121,640.      461,310.      MT  (+/- 180 meters Scaled)
 RM0279
 RM0279                          SUPERSEDED SURVEY CONTROL
 RM0279
 RM0279  NGVD 29 (??/??/92)  315.600  (m)         1035.43   (f) ADJ UNCH    1 2
 RM0279
 RM0279.Superseded values are not recommended for survey control.
 RM0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0279.See file dsdata.txt to determine how the superseded data were derived.
 RM0279
 RM0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM926221(NAD 83)
 RM0279_MARKER: DB = BENCH MARK DISK
 RM0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0279_PROJECTION: PROJECTING 15 CENTIMETERS
 RM0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0279+STABILITY: SURFACE MOTION
 RM0279
 RM0279  HISTORY     - Date     Condition        Report By
 RM0279  HISTORY     - UNK      MONUMENTED       CGS
 RM0279  HISTORY     - 1934     GOOD             NGS
 RM0279  HISTORY     - 1979     GOOD             NGS
 RM0279
 RM0279                          STATION DESCRIPTION
 RM0279
 RM0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RM0279'IN GORDON.
 RM0279'ALONG CHICAGO, ST. PAUL, MINNEAPOLIS AND OMAHA RY., 15 FT NORTH
 RM0279'OF N/W CORNER OF DEPOT, JUST EAST OF EAST CURB OF CINDER PLATFORM,
 RM0279'14 FT EAST OF EAST RAIL, ABOUT POLE 25/4.
 RM0279
 RM0279                          STATION RECOVERY (1979)
 RM0279
 RM0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RM0279'IN GORDON, AT THE OLD STATION SITE OF THE CHICAGO AND NORTHWESTERN
 RM0279'RAILWAY, TWO POWERLINE POLES SOUTH OF MILEPOST 25 AND A Y-JUNCTION IN
 RM0279'THE TRACKS, 249 FT. NORTH OF THE CENTER OF A ROAD CROSSING, 36.0 FT.
 RM0279'NORTH OF A GORDON SIDING SIGN, 33.0 FT. WEST OF THE WEST RAIL OF THE
 RM0279'WEST TRACKS, 14.0 FT. EAST OF THE EAST RAIL OF THE MAIN TRACKS.
 RM0279'THE MARK IS ABOVE LEVEL WITH THE MAIN TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0276 ***********************************************************************
 QN0276  DESIGNATION -  N 45
 QN0276  PID         -  QN0276
 QN0276  STATE/COUNTY-  WI/WASHBURN
 QN0276  USGS QUAD   -  SPOONER LAKE (1982)
 QN0276
 QN0276                         *CURRENT SURVEY CONTROL
 QN0276  ___________________________________________________________________
 QN0276* NAD 83(1986)-  45 51 40.     (N)    091 50 31.     (W)     SCALED    
 QN0276* NAVD 88     -       336.411  (meters)    1103.71   (feet)  ADJUSTED  
 QN0276  ___________________________________________________________________
 QN0276  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 QN0276  DYNAMIC HT  -         336.402 (meters)    1103.68  (feet)  COMP
 QN0276  MODELED GRAV-     980,581.0   (mgal)                       NAVD 88
 QN0276
 QN0276  VERT ORDER  -  SECOND    CLASS 0
 QN0276
 QN0276.The horizontal coordinates were scaled from a topographic map and have
 QN0276.an estimated accuracy of +/- 6 seconds.
 QN0276
 QN0276.The orthometric height was determined by differential leveling
 QN0276.and adjusted by the National Geodetic Survey in June 1991..
 QN0276
 QN0276.The geoid height was determined by GEOID03.
 QN0276
 QN0276.The dynamic height is computed by dividing the NAVD 88
 QN0276.geopotential number by the normal gravity value computed on the
 QN0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0276.degrees latitude (g = 980.6199 gals.).
 QN0276
 QN0276.The modeled gravity was interpolated from observed gravity values.
 QN0276
 QN0276;                    North         East    Units  Estimated Accuracy
 QN0276;SPC WI N     -    78,840.      456,980.      MT  (+/- 180 meters Scaled)
 QN0276
 QN0276                          SUPERSEDED SURVEY CONTROL
 QN0276
 QN0276  NGVD 29 (??/??/92)  336.374  (m)         1103.59   (f) ADJ UNCH    2 0
 QN0276
 QN0276.Superseded values are not recommended for survey control.
 QN0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0276.See file dsdata.txt to determine how the superseded data were derived.
 QN0276
 QN0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL898792(NAD 83)
 QN0276_MARKER: DB = BENCH MARK DISK
 QN0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0276_STAMPING: N 45 1934
 QN0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0276+STABILITY: SURFACE MOTION
 QN0276
 QN0276  HISTORY     - Date     Condition        Report By
 QN0276  HISTORY     - 1934     MONUMENTED       CGS
 QN0276  HISTORY     - 1967     MARK NOT FOUND   LOCENG
 QN0276  HISTORY     - 20041117 MARK NOT FOUND   WIDT
 QN0276
 QN0276                          STATION DESCRIPTION
 QN0276
 QN0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QN0276'3 MI S FROM TREGO.
 QN0276'ABOUT 3 MILES SOUTH ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 QN0276'AND OMAHA RAILWAY FROM TREGO, WASHBURN COUNTY, ABOUT 9 FEET
 QN0276'NORTH OF THE FIFTEENTH POLE NORTH OF MILEPOST 80, ABOUT 2 RAILS
 QN0276'SOUTH OF A BATTERY WELL, ABOUT 30 FEET WEST OF THE TRACK, AND 8
 QN0276'FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 QN0276'N 45 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- RR HAS
 QN0276'BEEN GRADING IN THE AREA.
 QN0276
 QN0276                          STATION RECOVERY (1967)
 QN0276
 QN0276'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967
 QN0276'MARK NOT FOUND.
 QN0276
 QN0276                          STATION RECOVERY (2004)
 QN0276
 QN0276'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (EPS)
 QN0276'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO0298 ***********************************************************************
 QO0298  DESIGNATION -  N 47
 QO0298  PID         -  QO0298
 QO0298  STATE/COUNTY-  WI/BURNETT
 QO0298  USGS QUAD   -  GRANTSBURG (1982)
 QO0298
 QO0298                         *CURRENT SURVEY CONTROL
 QO0298  ___________________________________________________________________
 QO0298* NAD 83(1986)-  45 45 11.     (N)    092 43 43.     (W)     SCALED    
 QO0298* NAVD 88     -       275.437  (meters)     903.66   (feet)  ADJUSTED  
 QO0298  ___________________________________________________________________
 QO0298  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 QO0298  DYNAMIC HT  -         275.450 (meters)     903.71  (feet)  COMP
 QO0298  MODELED GRAV-     980,653.1   (mgal)                       NAVD 88
 QO0298
 QO0298  VERT ORDER  -  SECOND    CLASS 0
 QO0298
 QO0298.The horizontal coordinates were scaled from a topographic map and have
 QO0298.an estimated accuracy of +/- 6 seconds.
 QO0298
 QO0298.The orthometric height was determined by differential leveling
 QO0298.and adjusted by the National Geodetic Survey in June 1991..
 QO0298
 QO0298.The geoid height was determined by GEOID03.
 QO0298
 QO0298.The dynamic height is computed by dividing the NAVD 88
 QO0298.geopotential number by the normal gravity value computed on the
 QO0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0298.degrees latitude (g = 980.6199 gals.).
 QO0298
 QO0298.The modeled gravity was interpolated from observed gravity values.
 QO0298
 QO0298;                    North         East    Units  Estimated Accuracy
 QO0298;SPC WI N     -    68,820.      387,740.      MT  (+/- 180 meters Scaled)
 QO0298
 QO0298                          SUPERSEDED SURVEY CONTROL
 QO0298
 QO0298  NGVD 29 (??/??/92)  275.400  (m)          903.54   (f) ADJ UNCH    2 0
 QO0298
 QO0298.Superseded values are not recommended for survey control.
 QO0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0298.See file dsdata.txt to determine how the superseded data were derived.
 QO0298
 QO0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL211666(NAD 83)
 QO0298_MARKER: DB = BENCH MARK DISK
 QO0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0298_STAMPING: N 47 1934
 QO0298_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 QO0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0298+STABILITY: SURFACE MOTION
 QO0298_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0298+SATELLITE: SATELLITE OBSERVATIONS - June 09, 1993
 QO0298
 QO0298  HISTORY     - Date     Condition        Report By
 QO0298  HISTORY     - 1934     MONUMENTED       CGS
 QO0298  HISTORY     - 19930609 GOOD             WI-013
 QO0298
 QO0298                          STATION DESCRIPTION
 QO0298
 QO0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QO0298'2.8 MI SW FROM GRANTSBURG.
 QO0298'ALONG NORTHERN PACIFIC RY. 20 FT SOUTH OF TRACK, ABOUT 40 FT EAST OF
 QO0298'CENTER LINE OF GRADE CROSSING, ABOUT 1 1/2 FT NORTH OF POINT DIRECTLY
 QO0298'UNDER TELEPHONE LINE.
 QO0298
 QO0298                          STATION RECOVERY (1993)
 QO0298
 QO0298'RECOVERY NOTE BY BURNETT COUNTY WISCONSIN 1993
 QO0298'RECOVERED AS DESCRIBED.  STATION MARK IS SET IN A SQUARE CONCRETE
 QO0298'MONUMENT 11 CM ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0164 ***********************************************************************
 PO0164  DESIGNATION -  N 49
 PO0164  PID         -  PO0164
 PO0164  STATE/COUNTY-  WI/CLARK
 PO0164  USGS QUAD   -  THORP (1979)
 PO0164
 PO0164                         *CURRENT SURVEY CONTROL
 PO0164  ___________________________________________________________________
 PO0164* NAD 83(1986)-  44 57 50.     (N)    090 51 58.     (W)     SCALED    
 PO0164* NAVD 88     -       343.774  (meters)    1127.87   (feet)  ADJUSTED  
 PO0164  ___________________________________________________________________
 PO0164  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 PO0164  DYNAMIC HT  -         343.740 (meters)    1127.75  (feet)  COMP
 PO0164  MODELED GRAV-     980,509.2   (mgal)                       NAVD 88
 PO0164
 PO0164  VERT ORDER  -  SECOND    CLASS 0
 PO0164
 PO0164.The horizontal coordinates were scaled from a topographic map and have
 PO0164.an estimated accuracy of +/- 6 seconds.
 PO0164
 PO0164.The orthometric height was determined by differential leveling
 PO0164.and adjusted by the National Geodetic Survey in June 1991..
 PO0164
 PO0164.The geoid height was determined by GEOID03.
 PO0164
 PO0164.The dynamic height is computed by dividing the NAVD 88
 PO0164.geopotential number by the normal gravity value computed on the
 PO0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0164.degrees latitude (g = 980.6199 gals.).
 PO0164
 PO0164.The modeled gravity was interpolated from observed gravity values.
 PO0164
 PO0164;                    North         East    Units  Estimated Accuracy
 PO0164;SPC WI C     -   125,990.      531,670.      MT  (+/- 180 meters Scaled)
 PO0164
 PO0164                          SUPERSEDED SURVEY CONTROL
 PO0164
 PO0164  NGVD 29 (??/??/92)  343.774  (m)         1127.87   (f) ADJ UNCH    2 0
 PO0164
 PO0164.Superseded values are not recommended for survey control.
 PO0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0164.See file dsdata.txt to determine how the superseded data were derived.
 PO0164
 PO0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK682811(NAD 83)
 PO0164_MARKER: DB = BENCH MARK DISK
 PO0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0164+STABILITY: SURFACE MOTION
 PO0164
 PO0164  HISTORY     - Date     Condition        Report By
 PO0164  HISTORY     - UNK      MONUMENTED       CGS
 PO0164  HISTORY     - 1934     GOOD             NGS
 PO0164  HISTORY     - 1977     MARK NOT FOUND   USGS
 PO0164  HISTORY     - 20031208 MARK NOT FOUND   WIDT
 PO0164
 PO0164                          STATION DESCRIPTION
 PO0164
 PO0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PO0164'3.3 MI W FROM THORPE.
 PO0164'3.3 MILES WEST OF THORPE DEPOT 39 FEET SOUTH OF CENTER OF MAIN
 PO0164'TRACK OF SOO RY.  10 FEET EAST OF FENCE CORNER 21 FEET EAST OF
 PO0164'CENTER OF ROAD AT EIDSVOLD DEPOT.
 PO0164
 PO0164                          STATION RECOVERY (1977)
 PO0164
 PO0164'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 PO0164'MARK NOT FOUND.
 PO0164
 PO0164                          STATION RECOVERY (2003)
 PO0164
 PO0164'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0164'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QO0052 ***********************************************************************
 QO0052  DESIGNATION -  N 50
 QO0052  PID         -  QO0052
 QO0052  STATE/COUNTY-  WI/DUNN
 QO0052  USGS QUAD   -  GLENWOOD CITY (1975)
 QO0052
 QO0052                         *CURRENT SURVEY CONTROL
 QO0052  ___________________________________________________________________
 QO0052* NAD 83(1986)-  45 02 49.     (N)    092 07 59.     (W)     SCALED    
 QO0052* NAVD 88     -       299.750  (meters)     983.43   (feet)  ADJUSTED  
 QO0052  ___________________________________________________________________
 QO0052  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 QO0052  DYNAMIC HT  -         299.712 (meters)     983.31  (feet)  COMP
 QO0052  MODELED GRAV-     980,483.4   (mgal)                       NAVD 88
 QO0052
 QO0052  VERT ORDER  -  SECOND    CLASS 0
 QO0052
 QO0052.The horizontal coordinates were scaled from a topographic map and have
 QO0052.an estimated accuracy of +/- 6 seconds.
 QO0052
 QO0052.The orthometric height was determined by differential leveling
 QO0052.and adjusted by the National Geodetic Survey in June 1991..
 QO0052
 QO0052.The geoid height was determined by GEOID03.
 QO0052
 QO0052.The dynamic height is computed by dividing the NAVD 88
 QO0052.geopotential number by the normal gravity value computed on the
 QO0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0052.degrees latitude (g = 980.6199 gals.).
 QO0052
 QO0052.The modeled gravity was interpolated from observed gravity values.
 QO0052
 QO0052;                    North         East    Units  Estimated Accuracy
 QO0052;SPC WI C     -   137,060.      431,980.      MT  (+/- 180 meters Scaled)
 QO0052
 QO0052                          SUPERSEDED SURVEY CONTROL
 QO0052
 QO0052  NGVD 29 (??/??/92)  299.707  (m)          983.29   (f) ADJ UNCH    2 0
 QO0052
 QO0052.Superseded values are not recommended for survey control.
 QO0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0052.See file dsdata.txt to determine how the superseded data were derived.
 QO0052
 QO0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK682885(NAD 83)
 QO0052_MARKER: DB = BENCH MARK DISK
 QO0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0052+STABILITY: SURFACE MOTION
 QO0052
 QO0052  HISTORY     - Date     Condition        Report By
 QO0052  HISTORY     - UNK      MONUMENTED       CGS
 QO0052  HISTORY     - 1934     GOOD             NGS
 QO0052  HISTORY     - 20031209 MARK NOT FOUND   WIDT
 QO0052
 QO0052                          STATION DESCRIPTION
 QO0052
 QO0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QO0052'IN DOWNING.
 QO0052'10 RAILS WEST OF WEST LINE OF DOWNING DEPOT 42 FEET NORTH OF CENTER OF
 QO0052'MAIN TRACK OF SOO RY.  5 RAILS EAST OF GRADE CROSSING 2 FEET SOUTHWEST
 QO0052'OF TELEPHONE POLE.
 QO0052
 QO0052                          STATION RECOVERY (2003)
 QO0052
 QO0052'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 QO0052'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0210 ***********************************************************************
 PO0210  DESIGNATION -  N 51
 PO0210  PID         -  PO0210
 PO0210  STATE/COUNTY-  WI/CHIPPEWA
 PO0210  USGS QUAD   -  CHIPPEWA FALLS (1981)
 PO0210
 PO0210                         *CURRENT SURVEY CONTROL
 PO0210  ___________________________________________________________________
 PO0210* NAD 83(1986)-  44 55 38.     (N)    091 25 04.     (W)     SCALED    
 PO0210* NAVD 88     -       253.732  (meters)     832.45   (feet)  ADJUSTED  
 PO0210  ___________________________________________________________________
 PO0210  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 PO0210  DYNAMIC HT  -         253.708 (meters)     832.37  (feet)  COMP
 PO0210  MODELED GRAV-     980,515.6   (mgal)                       NAVD 88
 PO0210
 PO0210  VERT ORDER  -  SECOND    CLASS 0
 PO0210
 PO0210.The horizontal coordinates were scaled from a topographic map and have
 PO0210.an estimated accuracy of +/- 6 seconds.
 PO0210
 PO0210.The orthometric height was determined by differential leveling
 PO0210.and adjusted by the National Geodetic Survey in June 1991..
 PO0210
 PO0210.The geoid height was determined by GEOID03.
 PO0210
 PO0210.The dynamic height is computed by dividing the NAVD 88
 PO0210.geopotential number by the normal gravity value computed on the
 PO0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0210.degrees latitude (g = 980.6199 gals.).
 PO0210
 PO0210.The modeled gravity was interpolated from observed gravity values.
 PO0210
 PO0210;                    North         East    Units  Estimated Accuracy
 PO0210;SPC WI C     -   122,530.      488,080.      MT  (+/- 180 meters Scaled)
 PO0210
 PO0210                          SUPERSEDED SURVEY CONTROL
 PO0210
 PO0210  NGVD 29 (??/??/92)  253.720  (m)          832.41   (f) ADJ UNCH    2 0
 PO0210
 PO0210.Superseded values are not recommended for survey control.
 PO0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0210.See file dsdata.txt to determine how the superseded data were derived.
 PO0210
 PO0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK248760(NAD 83)
 PO0210_MARKER: DB = BENCH MARK DISK
 PO0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0210+STABILITY: SURFACE MOTION
 PO0210
 PO0210  HISTORY     - Date     Condition        Report By
 PO0210  HISTORY     - UNK      MONUMENTED       CGS
 PO0210  HISTORY     - 1934     GOOD             NGS
 PO0210  HISTORY     - 1972     MARK NOT FOUND   USGS
 PO0210  HISTORY     - 20031209 MARK NOT FOUND   WIDT
 PO0210
 PO0210                          STATION DESCRIPTION
 PO0210
 PO0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PO0210'1.4 MI W FROM CHIPPEWA FALLS.
 PO0210'1.4 MILES WEST OF CHIPPEWA FALLS 51 FEET SOUTH OF CENTER OF MAIN
 PO0210'TRACK OF SOO RY.  27 FEET SOUTH OF NEAREST SIDING RAIL 10 FEET
 PO0210'NORTHWEST OF TELEPHONE POLE 17260 OPPOSITE ROUND HOUSE.
 PO0210
 PO0210                          STATION RECOVERY (1972)
 PO0210
 PO0210'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 PO0210'MARK NOT FOUND.
 PO0210
 PO0210                          STATION RECOVERY (2003)
 PO0210
 PO0210'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP0029 ***********************************************************************
 PP0029  DESIGNATION -  N 52
 PP0029  PID         -  PP0029
 PP0029  STATE/COUNTY-  WI/BUFFALO
 PP0029  USGS QUAD   -  ELLA (1972)
 PP0029
 PP0029                         *CURRENT SURVEY CONTROL
 PP0029  ___________________________________________________________________
 PP0029* NAD 83(1986)-  44 32 34.     (N)    092 02 14.     (W)     SCALED    
 PP0029* NAVD 88     -       211.117  (meters)     692.64   (feet)  ADJUSTED  
 PP0029  ___________________________________________________________________
 PP0029  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 PP0029  DYNAMIC HT  -         211.093 (meters)     692.56  (feet)  COMP
 PP0029  MODELED GRAV-     980,497.9   (mgal)                       NAVD 88
 PP0029
 PP0029  VERT ORDER  -  SECOND    CLASS 0
 PP0029
 PP0029.The horizontal coordinates were scaled from a topographic map and have
 PP0029.an estimated accuracy of +/- 6 seconds.
 PP0029
 PP0029.The orthometric height was determined by differential leveling
 PP0029.and adjusted by the National Geodetic Survey in June 1991..
 PP0029
 PP0029.The geoid height was determined by GEOID03.
 PP0029
 PP0029.The dynamic height is computed by dividing the NAVD 88
 PP0029.geopotential number by the normal gravity value computed on the
 PP0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0029.degrees latitude (g = 980.6199 gals.).
 PP0029
 PP0029.The modeled gravity was interpolated from observed gravity values.
 PP0029
 PP0029;                    North         East    Units  Estimated Accuracy
 PP0029;SPC WI C     -    80,860.      438,120.      MT  (+/- 180 meters Scaled)
 PP0029
 PP0029                          SUPERSEDED SURVEY CONTROL
 PP0029
 PP0029  NGVD 29 (??/??/92)  211.077  (m)          692.51   (f) ADJ UNCH    2 0
 PP0029
 PP0029.Superseded values are not recommended for survey control.
 PP0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0029.See file dsdata.txt to determine how the superseded data were derived.
 PP0029
 PP0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK764326(NAD 83)
 PP0029_MARKER: DB = BENCH MARK DISK
 PP0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0029+STABILITY: SURFACE MOTION
 PP0029
 PP0029  HISTORY     - Date     Condition        Report By
 PP0029  HISTORY     - UNK      MONUMENTED       CGS
 PP0029  HISTORY     - 1934     GOOD             NGS
 PP0029  HISTORY     - 1972     MARK NOT FOUND   USGS
 PP0029
 PP0029                          STATION DESCRIPTION
 PP0029
 PP0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PP0029'7 MI S FROM DURAND.
 PP0029'43 FEET EAST OF CENTER OF MAIN TRACK OF C. M. ST. P. AND P. RR.  5
 PP0029'FEET SOUTH OF GATE POST ABOUT 200 FEET NORTH OF MILE POST NO. 12.
 PP0029
 PP0029                          STATION RECOVERY (1972)
 PP0029
 PP0029'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 PP0029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0112 ***********************************************************************
 QN0112  DESIGNATION -  N 53
 QN0112  PID         -  QN0112
 QN0112  STATE/COUNTY-  WI/PRICE
 QN0112  USGS QUAD   -  OGEMA (1970)
 QN0112
 QN0112                         *CURRENT SURVEY CONTROL
 QN0112  ___________________________________________________________________
 QN0112* NAD 83(1986)-  45 24 34.     (N)    090 17 41.     (W)     SCALED    
 QN0112* NAVD 88     -       478.416  (meters)    1569.60   (feet)  ADJUSTED  
 QN0112  ___________________________________________________________________
 QN0112  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 QN0112  DYNAMIC HT  -         478.386 (meters)    1569.50  (feet)  COMP
 QN0112  MODELED GRAV-     980,539.3   (mgal)                       NAVD 88
 QN0112
 QN0112  VERT ORDER  -  SECOND    CLASS 0
 QN0112
 QN0112.The horizontal coordinates were scaled from a topographic map and have
 QN0112.an estimated accuracy of +/- 6 seconds.
 QN0112
 QN0112.The orthometric height was determined by differential leveling
 QN0112.and adjusted by the National Geodetic Survey in June 1991..
 QN0112
 QN0112.The geoid height was determined by GEOID03.
 QN0112
 QN0112.The dynamic height is computed by dividing the NAVD 88
 QN0112.geopotential number by the normal gravity value computed on the
 QN0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0112.degrees latitude (g = 980.6199 gals.).
 QN0112
 QN0112.The modeled gravity was interpolated from observed gravity values.
 QN0112
 QN0112;                    North         East    Units  Estimated Accuracy
 QN0112;SPC WI N     -    27,030.      576,930.      MT  (+/- 180 meters Scaled)
 QN0112
 QN0112                          SUPERSEDED SURVEY CONTROL
 QN0112
 QN0112  NGVD 29 (??/??/92)  478.404  (m)         1569.56   (f) ADJ UNCH    2 0
 QN0112
 QN0112.Superseded values are not recommended for survey control.
 QN0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0112.See file dsdata.txt to determine how the superseded data were derived.
 QN0112
 QN0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYL116319(NAD 83)
 QN0112_MARKER: DB = BENCH MARK DISK
 QN0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0112_STAMPING: N 53 1934
 QN0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0112+STABILITY: SURFACE MOTION
 QN0112
 QN0112  HISTORY     - Date     Condition        Report By
 QN0112  HISTORY     - 1934     MONUMENTED       CGS
 QN0112  HISTORY     - 20041012 MARK NOT FOUND   WIDT
 QN0112
 QN0112                          STATION DESCRIPTION
 QN0112
 QN0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QN0112'2.3 MI S FROM OGEMA.
 QN0112'2.3 MILES SOUTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QN0112'MARIE RAILWAY FROM OGEMA, PRICE COUNTY, 4 RAILS NORTH OF MILEPOST
 QN0112'336, 3 1/2 RAILS SOUTH OF A COUNTY ROAD, 40 FEET NORTHEAST OF
 QN0112'A DOUBLE POWER-TRANSMISSION LINE POLE, AND 12 FEET WEST OF THE
 QN0112'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED N 53 1934 AND
 QN0112'SET IN THE TOP OF A CONCRETE POST.
 QN0112
 QN0112                          STATION RECOVERY (2004)
 QN0112
 QN0112'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (BEB)
 QN0112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0137 ***********************************************************************
 PO0137  DESIGNATION -  N 54
 PO0137  PID         -  PO0137
 PO0137  STATE/COUNTY-  WI/JACKSON
 PO0137  USGS QUAD   -  BLACK RIVER FALLS (1984)
 PO0137
 PO0137                         *CURRENT SURVEY CONTROL
 PO0137  ___________________________________________________________________
 PO0137* NAD 83(1986)-  44 21 16.     (N)    090 49 17.     (W)     SCALED    
 PO0137* NAVD 88     -       270.918  (meters)     888.84   (feet)  ADJUSTED  
 PO0137  ___________________________________________________________________
 PO0137  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 PO0137  DYNAMIC HT  -         270.875 (meters)     888.70  (feet)  COMP
 PO0137  MODELED GRAV-     980,452.7   (mgal)                       NAVD 88
 PO0137
 PO0137  VERT ORDER  -  SECOND    CLASS 0
 PO0137
 PO0137.The horizontal coordinates were scaled from a topographic map and have
 PO0137.an estimated accuracy of +/- 6 seconds.
 PO0137
 PO0137.The orthometric height was determined by differential leveling
 PO0137.and adjusted by the National Geodetic Survey in June 1991..
 PO0137
 PO0137.The geoid height was determined by GEOID03.
 PO0137
 PO0137.The dynamic height is computed by dividing the NAVD 88
 PO0137.geopotential number by the normal gravity value computed on the
 PO0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0137.degrees latitude (g = 980.6199 gals.).
 PO0137
 PO0137.The modeled gravity was interpolated from observed gravity values.
 PO0137
 PO0137;                    North         East    Units  Estimated Accuracy
 PO0137;SPC WI C     -    58,240.      534,520.      MT  (+/- 180 meters Scaled)
 PO0137
 PO0137                          SUPERSEDED SURVEY CONTROL
 PO0137
 PO0137  NGVD 29 (??/??/92)  270.921  (m)          888.85   (f) ADJ UNCH    2 0
 PO0137
 PO0137.Superseded values are not recommended for survey control.
 PO0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0137.See file dsdata.txt to determine how the superseded data were derived.
 PO0137
 PO0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK736135(NAD 83)
 PO0137_MARKER: DB = BENCH MARK DISK
 PO0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0137+STABILITY: SURFACE MOTION
 PO0137
 PO0137  HISTORY     - Date     Condition        Report By
 PO0137  HISTORY     - UNK      MONUMENTED       CGS
 PO0137  HISTORY     - 1934     GOOD             NGS
 PO0137  HISTORY     - 20031118 MARK NOT FOUND   WIDT
 PO0137
 PO0137                          STATION DESCRIPTION
 PO0137
 PO0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PO0137'5.2 MI N FROM BLACK RIVER FALLS.
 PO0137'5.2 MILES NORTH OF BY RAILROAD ALONG THE CHICAGO MINNEAPOLIS
 PO0137'ST PAUL AND OMAHA RR 15 FEET WEST OF CENTER OF SOUTHBOUND TRACK
 PO0137'20 FEET SOUTH OF LOGGING ROAD CROSSING MP 138 + 40 1 IN ABOVE
 PO0137'THE GROUND
 PO0137
 PO0137                          STATION RECOVERY (2003)
 PO0137
 PO0137'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (MJB)
 PO0137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0037 ***********************************************************************
 PO0037  DESIGNATION -  N 55
 PO0037  PID         -  PO0037
 PO0037  STATE/COUNTY-  WI/WOOD
 PO0037  USGS QUAD   -  SPENCER SOUTH (1979)
 PO0037
 PO0037                         *CURRENT SURVEY CONTROL
 PO0037  ___________________________________________________________________
 PO0037* NAD 83(1986)-  44 38 26.     (N)    090 18 57.     (W)     SCALED    
 PO0037* NAVD 88     -       372.328  (meters)    1221.55   (feet)  ADJUSTED  
 PO0037  ___________________________________________________________________
 PO0037  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 PO0037  DYNAMIC HT  -         372.265 (meters)    1221.34  (feet)  COMP
 PO0037  MODELED GRAV-     980,438.7   (mgal)                       NAVD 88
 PO0037
 PO0037  VERT ORDER  -  SECOND    CLASS 0
 PO0037
 PO0037.The horizontal coordinates were scaled from a topographic map and have
 PO0037.an estimated accuracy of +/- 6 seconds.
 PO0037
 PO0037.The orthometric height was determined by differential leveling
 PO0037.and adjusted by the National Geodetic Survey in June 1991..
 PO0037
 PO0037.The geoid height was determined by GEOID03.
 PO0037
 PO0037.The dynamic height is computed by dividing the NAVD 88
 PO0037.geopotential number by the normal gravity value computed on the
 PO0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0037.degrees latitude (g = 980.6199 gals.).
 PO0037
 PO0037.The modeled gravity was interpolated from observed gravity values.
 PO0037
 PO0037;                    North         East    Units  Estimated Accuracy
 PO0037;SPC WI C     -    89,750.      574,940.      MT  (+/- 180 meters Scaled)
 PO0037
 PO0037                          SUPERSEDED SURVEY CONTROL
 PO0037
 PO0037  NGVD 29 (??/??/92)  372.338  (m)         1221.58   (f) ADJ UNCH    2 0
 PO0037
 PO0037.Superseded values are not recommended for survey control.
 PO0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0037.See file dsdata.txt to determine how the superseded data were derived.
 PO0037
 PO0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK128465(NAD 83)
 PO0037_MARKER: DB = BENCH MARK DISK
 PO0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0037_STAMPING: N 55 1934
 PO0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0037+STABILITY: SURFACE MOTION
 PO0037
 PO0037  HISTORY     - Date     Condition        Report By
 PO0037  HISTORY     - 1934     MONUMENTED       CGS
 PO0037
 PO0037                          STATION DESCRIPTION
 PO0037
 PO0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PO0037'1 MI N FROM CEDARHURST.
 PO0037'ABOUT 1.0 MILE NORTH ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 PO0037'AND OMAHA RAILWAY FROM CEDARHURST, WOOD COUNTY, AT MILEPOST
 PO0037'30+20, AT A STEEL BRIDGE, IN THE NORTHEAST ABUTMENT, ABOUT 12
 PO0037'FEET HIGHER THAN THE COUNTY ROAD, AND ABOUT 6 INCHES LOWER
 PO0037'THAN THE TRACK.  A STANDARD DISK, STAMPED N 55 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0127 ***********************************************************************
 PO0127  DESIGNATION -  N 56
 PO0127  PID         -  PO0127
 PO0127  STATE/COUNTY-  WI/JACKSON
 PO0127  USGS QUAD   -  ALMA CENTER (1984)
 PO0127
 PO0127                         *CURRENT SURVEY CONTROL
 PO0127  ___________________________________________________________________
 PO0127* NAD 83(1986)-  44 24 01.     (N)    090 58 32.     (W)     SCALED    
 PO0127* NAVD 88     -       289.499  (meters)     949.80   (feet)  ADJUSTED  
 PO0127  ___________________________________________________________________
 PO0127  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 PO0127  DYNAMIC HT  -         289.455 (meters)     949.65  (feet)  COMP
 PO0127  MODELED GRAV-     980,457.2   (mgal)                       NAVD 88
 PO0127
 PO0127  VERT ORDER  -  SECOND    CLASS 0
 PO0127
 PO0127.The horizontal coordinates were scaled from a topographic map and have
 PO0127.an estimated accuracy of +/- 6 seconds.
 PO0127
 PO0127.The orthometric height was determined by differential leveling
 PO0127.and adjusted by the National Geodetic Survey in June 1991..
 PO0127
 PO0127.The geoid height was determined by GEOID03.
 PO0127
 PO0127.The dynamic height is computed by dividing the NAVD 88
 PO0127.geopotential number by the normal gravity value computed on the
 PO0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0127.degrees latitude (g = 980.6199 gals.).
 PO0127
 PO0127.The modeled gravity was interpolated from observed gravity values.
 PO0127
 PO0127;                    North         East    Units  Estimated Accuracy
 PO0127;SPC WI C     -    63,470.      522,290.      MT  (+/- 180 meters Scaled)
 PO0127
 PO0127                          SUPERSEDED SURVEY CONTROL
 PO0127
 PO0127  NGVD 29 (??/??/92)  289.502  (m)          949.81   (f) ADJ UNCH    2 0
 PO0127
 PO0127.Superseded values are not recommended for survey control.
 PO0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0127.See file dsdata.txt to determine how the superseded data were derived.
 PO0127
 PO0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK612183(NAD 83)
 PO0127_MARKER: DB = BENCH MARK DISK
 PO0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0127_STAMPING: N 56 1934
 PO0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0127+STABILITY: SURFACE MOTION
 PO0127
 PO0127  HISTORY     - Date     Condition        Report By
 PO0127  HISTORY     - 1934     MONUMENTED       CGS
 PO0127  HISTORY     - 1959     MARK NOT FOUND   FAS
 PO0127
 PO0127                          STATION DESCRIPTION
 PO0127
 PO0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PO0127'2 MI E FROM HIXTON.
 PO0127'ABOUT 2.0 MILES EAST ALONG THE GREEN BAY AND WESTERN RAILROAD
 PO0127'FROM HIXTON, JACKSON COUNTY, ABOUT 5 POLES EAST OF MILEPOST GB
 PO0127'156, AT THE FOOT OF THE BANK OF A CUT, AND 22 FEET NORTH OF THE
 PO0127'CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED N 56 1934 AND
 PO0127'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES
 PO0127'ABOVE GROUND.  NOTE-- RR HAS WIDENED THEIR BED AND HAVE DONE QUITE
 PO0127'A BIT OF DITCHING ALONG TRACKS.
 PO0127
 PO0127                          STATION RECOVERY (1959)
 PO0127
 PO0127'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1959
 PO0127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0257 ***********************************************************************
 QN0257  DESIGNATION -  N 57
 QN0257  PID         -  QN0257
 QN0257  STATE/COUNTY-  WI/CHIPPEWA
 QN0257  USGS QUAD   -  NEW AUBURN (1975)
 QN0257
 QN0257                         *CURRENT SURVEY CONTROL
 QN0257  ___________________________________________________________________
 QN0257* NAD 83(1986)-  45 09 59.     (N)    091 31 15.     (W)     SCALED    
 QN0257* NAVD 88     -       325.680  (meters)    1068.50   (feet)  ADJUSTED  
 QN0257  ___________________________________________________________________
 QN0257  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 QN0257  DYNAMIC HT  -         325.655 (meters)    1068.42  (feet)  COMP
 QN0257  MODELED GRAV-     980,532.8   (mgal)                       NAVD 88
 QN0257
 QN0257  VERT ORDER  -  SECOND    CLASS 0
 QN0257
 QN0257.The horizontal coordinates were scaled from a topographic map and have
 QN0257.an estimated accuracy of +/- 6 seconds.
 QN0257
 QN0257.The orthometric height was determined by differential leveling
 QN0257.and adjusted by the National Geodetic Survey in June 1991..
 QN0257
 QN0257.The geoid height was determined by GEOID03.
 QN0257
 QN0257.The dynamic height is computed by dividing the NAVD 88
 QN0257.geopotential number by the normal gravity value computed on the
 QN0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0257.degrees latitude (g = 980.6199 gals.).
 QN0257
 QN0257.The modeled gravity was interpolated from observed gravity values.
 QN0257
 QN0257;                    North         East    Units  Estimated Accuracy
 QN0257;SPC WI C     -   149,250.      480,450.      MT  (+/- 180 meters Scaled)
 QN0257
 QN0257                          SUPERSEDED SURVEY CONTROL
 QN0257
 QN0257  NGVD 29 (??/??/92)  325.669  (m)         1068.47   (f) ADJ UNCH    2 0
 QN0257
 QN0257.Superseded values are not recommended for survey control.
 QN0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0257.See file dsdata.txt to determine how the superseded data were derived.
 QN0257
 QN0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXL162024(NAD 83)
 QN0257_MARKER: DB = BENCH MARK DISK
 QN0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0257_STAMPING: N 57 1934
 QN0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0257+STABILITY: SURFACE MOTION
 QN0257
 QN0257  HISTORY     - Date     Condition        Report By
 QN0257  HISTORY     - 1934     MONUMENTED       CGS
 QN0257  HISTORY     - 1975     MARK NOT FOUND   USGS
 QN0257
 QN0257                          STATION DESCRIPTION
 QN0257
 QN0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QN0257'4.8 MI N FROM BLOOMER.
 QN0257'4.8 MILES NORTH OF BLOOMER ALONG THE CHICAGO, SAINT PAUL, MINNEAPOLIS
 QN0257'AND OMAHA RAILWAY FROM BLOOMER, CHIPPEWA COUNTY, 19 POLES NORTH OF
 QN0257'MILEPOST 29, AT A FARM-ROAD CROSSING, 40 FEET EAST OF THE
 QN0257'CENTERLINE OF THE TRACK, AND 20 FEET WEST OF A FENCE.  A STANDARD
 QN0257'DISK STAMPED N 57 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QN0257
 QN0257                          STATION RECOVERY (1975)
 QN0257
 QN0257'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 QN0257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0204 ***********************************************************************
 PO0204  DESIGNATION -  N 58
 PO0204  PID         -  PO0204
 PO0204  STATE/COUNTY-  WI/CHIPPEWA
 PO0204  USGS QUAD   -  CHIPPEWA FALLS (1981)
 PO0204
 PO0204                         *CURRENT SURVEY CONTROL
 PO0204  ___________________________________________________________________
 PO0204* NAD 83(1986)-  44 56 16.     (N)    091 23 37.     (W)     SCALED    
 PO0204* NAVD 88     -       258.372  (meters)     847.68   (feet)  ADJUSTED  
 PO0204  ___________________________________________________________________
 PO0204  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 PO0204  DYNAMIC HT  -         258.348 (meters)     847.60  (feet)  COMP
 PO0204  MODELED GRAV-     980,518.2   (mgal)                       NAVD 88
 PO0204
 PO0204  VERT ORDER  -  SECOND    CLASS 0
 PO0204
 PO0204.The horizontal coordinates were scaled from a topographic map and have
 PO0204.an estimated accuracy of +/- 6 seconds.
 PO0204
 PO0204.The orthometric height was determined by differential leveling
 PO0204.and adjusted by the National Geodetic Survey in June 1991..
 PO0204
 PO0204.The geoid height was determined by GEOID03.
 PO0204
 PO0204.The dynamic height is computed by dividing the NAVD 88
 PO0204.geopotential number by the normal gravity value computed on the
 PO0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0204.degrees latitude (g = 980.6199 gals.).
 PO0204
 PO0204.The modeled gravity was interpolated from observed gravity values.
 PO0204
 PO0204;                    North         East    Units  Estimated Accuracy
 PO0204;SPC WI C     -   123,670.      490,010.      MT  (+/- 180 meters Scaled)
 PO0204
 PO0204                          SUPERSEDED SURVEY CONTROL
 PO0204
 PO0204  NGVD 29 (??/??/92)  258.362  (m)          847.64   (f) ADJ UNCH    2 0
 PO0204
 PO0204.Superseded values are not recommended for survey control.
 PO0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0204.See file dsdata.txt to determine how the superseded data were derived.
 PO0204
 PO0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK267772(NAD 83)
 PO0204_MARKER: DB = BENCH MARK DISK
 PO0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0204+STABILITY: SURFACE MOTION
 PO0204
 PO0204  HISTORY     - Date     Condition        Report By
 PO0204  HISTORY     - UNK      MONUMENTED       CGS
 PO0204  HISTORY     - 1934     GOOD             NGS
 PO0204  HISTORY     - 1951     GOOD             NGS
 PO0204  HISTORY     - 20021025 MARK NOT FOUND   INDIV
 PO0204
 PO0204                          STATION DESCRIPTION
 PO0204
 PO0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PO0204'IN CHIPPEWA FALLS.
 PO0204'IN CHIPPEWA FALLS 10 FEET SOUTH OF WEST ENTRANCE TO POST OFFICE
 PO0204'9 FEET EAST OF EAST EDGE OF WALK.
 PO0204
 PO0204                          STATION RECOVERY (1951)
 PO0204
 PO0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 PO0204'RECOVERED IN GOOD CONDITION.
 PO0204
 PO0204                          STATION RECOVERY (2002)
 PO0204
 PO0204'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (BRM)
 PO0204'DESCRIBED LOCATION IS UNDER A DENSE JUNIPER HEDGE IN FRONT OF
 PO0204'BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0187 ***********************************************************************
 PM0187  DESIGNATION -  N 6
 PM0187  PID         -  PM0187
 PM0187  STATE/COUNTY-  WI/OCONTO
 PM0187  USGS QUAD   -  PENSAUKEE (1974)
 PM0187
 PM0187                         *CURRENT SURVEY CONTROL
 PM0187  ___________________________________________________________________
 PM0187* NAD 83(1986)-  44 49 18.     (N)    087 54 49.     (W)     SCALED    
 PM0187* NAVD 88     -       178.349  (meters)     585.13   (feet)  ADJUSTED  
 PM0187  ___________________________________________________________________
 PM0187  GEOID HEIGHT-         -36.41  (meters)                     GEOID03
 PM0187  DYNAMIC HT  -         178.332 (meters)     585.08  (feet)  COMP
 PM0187  MODELED GRAV-     980,515.4   (mgal)                       NAVD 88
 PM0187
 PM0187  VERT ORDER  -  FIRST     CLASS 0
 PM0187
 PM0187.The horizontal coordinates were scaled from a topographic map and have
 PM0187.an estimated accuracy of +/- 6 seconds.
 PM0187
 PM0187.The orthometric height was determined by differential leveling
 PM0187.and adjusted by the National Geodetic Survey in June 1991..
 PM0187
 PM0187.The geoid height was determined by GEOID03.
 PM0187
 PM0187.The dynamic height is computed by dividing the NAVD 88
 PM0187.geopotential number by the normal gravity value computed on the
 PM0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0187.degrees latitude (g = 980.6199 gals.).
 PM0187
 PM0187.The modeled gravity was interpolated from observed gravity values.
 PM0187
 PM0187;                    North         East    Units  Estimated Accuracy
 PM0187;SPC WI C     -   111,940.      764,990.      MT  (+/- 180 meters Scaled)
 PM0187
 PM0187                          SUPERSEDED SURVEY CONTROL
 PM0187
 PM0187  NGVD 29 (??/??/92)  178.271  (m)          584.88   (f) ADJ UNCH    1 0
 PM0187
 PM0187.Superseded values are not recommended for survey control.
 PM0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0187.See file dsdata.txt to determine how the superseded data were derived.
 PM0187
 PM0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ277635(NAD 83)
 PM0187_MARKER: DB = BENCH MARK DISK
 PM0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PM0187_STAMPING: 584.877 N 6 1930
 PM0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0187+STABILITY: SURFACE MOTION
 PM0187_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0187+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2005
 PM0187
 PM0187  HISTORY     - Date     Condition        Report By
 PM0187  HISTORY     - 1930     MONUMENTED       CGS
 PM0187  HISTORY     - 1934     GOOD             NGS
 PM0187  HISTORY     - 1972     GOOD             NGS
 PM0187  HISTORY     - 19901103 GOOD             USPSQD
 PM0187  HISTORY     - 19961002 GOOD             USPSQD
 PM0187  HISTORY     - 20021010 GOOD             USPSQD
 PM0187  HISTORY     - 20051212 GOOD             WIDT
 PM0187
 PM0187                          STATION DESCRIPTION
 PM0187
 PM0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PM0187'AT PENSAUKEE.
 PM0187'AT PENSAUKEE, OCONTO COUNTY, ON THE CHICAGO AND NORTH WESTERN
 PM0187'RAILWAY, 56 FEET NORTHEAST OF THE EAST ENTRANCE TO THE STATION,
 PM0187'57 FEET EAST OF THE NORTHEAST CORNER, 53 FEET EAST OF THE
 PM0187'SEMAPHORE IN FRONT OF THE STATION, AND 36 FEET EAST OF THE
 PM0187'EAST RAIL.  A STANDARD DISK, STAMPED 584.877 N 6 1930 AND SET
 PM0187'IN THE TOP OF A CONCRETE POST.
 PM0187
 PM0187                          STATION RECOVERY (1972)
 PM0187
 PM0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 PM0187'AT PENSAUKEE, ABOUT 0.15 MILE SOUTH ALONG COUNTY ROAD S FROM THE
 PM0187'BRIDGE OVER THE PENSAUKEE RIVER, ABOUT 0.1 MILE SOUTH ALONG THE
 PM0187'CHICAGO AND NORTH WESTERN RAILWAY FROM THE CROSSING OF FISH HOUSE
 PM0187'ROAD, 127 FEET WEST OF THE CENTER LINE OF COUNTY ROAD S, 71 FEET
 PM0187'SOUTHEAST OF THE 3 RD TELEGRAPH POLE SOUTH OF THE CROSSING OF FISH
 PM0187'HOUSE ROAD, 36 FEET EAST OF THE EAST RAIL, 1.1 FEET EAST OF A METAL
 PM0187'WITNESS POST, ABOUT LEVEL WITH THE ROAD, 1 1/2 FEET BELOW THE LEVEL OF
 PM0187'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 PM0187'ABOVE THE LEVEL OF THE GROUND.  SEC 11, T 27N, R 21E.
 PM0187
 PM0187                          STATION RECOVERY (1990)
 PM0187
 PM0187'RECOVERY NOTE BY US POWER SQUADRON 1990 (RPT)
 PM0187'RECOVERED IN GOOD CONDITION.
 PM0187
 PM0187                          STATION RECOVERY (1996)
 PM0187
 PM0187'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0187'RECOVERED IN GOOD CONDITION.
 PM0187
 PM0187                          STATION RECOVERY (2002)
 PM0187
 PM0187'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 PM0187'RECOVERED IN GOOD CONDITION.
 PM0187
 PM0187                          STATION RECOVERY (2005)
 PM0187
 PM0187'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PM0187'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0313 ***********************************************************************
 PO0313  DESIGNATION -  N 60
 PO0313  PID         -  PO0313
 PO0313  STATE/COUNTY-  WI/TREMPEALEAU
 PO0313  USGS QUAD   -  DODGE (1973)
 PO0313
 PO0313                         *CURRENT SURVEY CONTROL
 PO0313  ___________________________________________________________________
 PO0313* NAD 83(1986)-  44 12 55.     (N)    091 34 46.     (W)     SCALED    
 PO0313* NAVD 88     -       214.283  (meters)     703.03   (feet)  ADJUSTED  
 PO0313  ___________________________________________________________________
 PO0313  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 PO0313  DYNAMIC HT  -         214.253 (meters)     702.93  (feet)  COMP
 PO0313  MODELED GRAV-     980,470.5   (mgal)                       NAVD 88
 PO0313
 PO0313  VERT ORDER  -  SECOND    CLASS 0
 PO0313
 PO0313.The horizontal coordinates were scaled from a topographic map and have
 PO0313.an estimated accuracy of +/- 6 seconds.
 PO0313
 PO0313.The orthometric height was determined by differential leveling
 PO0313.and adjusted by the National Geodetic Survey in June 1991..
 PO0313
 PO0313.The geoid height was determined by GEOID03.
 PO0313
 PO0313.The dynamic height is computed by dividing the NAVD 88
 PO0313.geopotential number by the normal gravity value computed on the
 PO0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0313.degrees latitude (g = 980.6199 gals.).
 PO0313
 PO0313.The modeled gravity was interpolated from observed gravity values.
 PO0313
 PO0313;                    North         East    Units  Estimated Accuracy
 PO0313;SPC WI C     -    43,670.      473,790.      MT  (+/- 180 meters Scaled)
 PO0313
 PO0313                          SUPERSEDED SURVEY CONTROL
 PO0313
 PO0313  NGVD 29 (??/??/92)  214.296  (m)          703.07   (f) ADJ UNCH    2 0
 PO0313
 PO0313.Superseded values are not recommended for survey control.
 PO0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0313.See file dsdata.txt to determine how the superseded data were derived.
 PO0313
 PO0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ134967(NAD 83)
 PO0313_MARKER: DB = BENCH MARK DISK
 PO0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0313+STABILITY: SURFACE MOTION
 PO0313
 PO0313  HISTORY     - Date     Condition        Report By
 PO0313  HISTORY     - UNK      MONUMENTED       CGS
 PO0313  HISTORY     - 1934     GOOD             NGS
 PO0313  HISTORY     - 1953     MARK NOT FOUND   GWRR
 PO0313  HISTORY     - 1973     MARK NOT FOUND   USGS
 PO0313
 PO0313                          STATION DESCRIPTION
 PO0313
 PO0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PO0313'4.8 MI S FROM ARCADIA.
 PO0313'4.8 MILES SOUTH OF BY RAILROAD ALONG THE GREEN BAY AND WESTERN
 PO0313'RR, 10 FEET EAST OF CENTER OF TRACK, 10 FEET SOUTH OF MP GB
 PO0313'197, 2 FEET FROM EDGE OF FILL, 3 IN ABOVE THE GROUND
 PO0313
 PO0313                          STATION RECOVERY (1953)
 PO0313
 PO0313'RECOVERY NOTE BY GREAT WESTERN RAILROAD 1953
 PO0313'MARK NOT FOUND.
 PO0313
 PO0313                          STATION RECOVERY (1973)
 PO0313
 PO0313'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 PO0313'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL1129 ***********************************************************************
 RL1129  DESIGNATION -  N 61
 RL1129  PID         -  RL1129
 RL1129  STATE/COUNTY-  WI/VILAS
 RL1129  USGS QUAD   -  WINCHESTER (1981)
 RL1129
 RL1129                         *CURRENT SURVEY CONTROL
 RL1129  ___________________________________________________________________
 RL1129* NAD 83(1986)-  46 12 42.     (N)    089 55 06.     (W)     SCALED    
 RL1129* NAVD 88     -       503.468  (meters)    1651.79   (feet)  ADJUSTED  
 RL1129  ___________________________________________________________________
 RL1129  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 RL1129  DYNAMIC HT  -         503.465 (meters)    1651.78  (feet)  COMP
 RL1129  MODELED GRAV-     980,591.8   (mgal)                       NAVD 88
 RL1129
 RL1129  VERT ORDER  -  SECOND    CLASS 0
 RL1129
 RL1129.The horizontal coordinates were scaled from a topographic map and have
 RL1129.an estimated accuracy of +/- 6 seconds.
 RL1129
 RL1129.The orthometric height was determined by differential leveling
 RL1129.and adjusted by the National Geodetic Survey in June 1991..
 RL1129
 RL1129.The geoid height was determined by GEOID03.
 RL1129
 RL1129.The dynamic height is computed by dividing the NAVD 88
 RL1129.geopotential number by the normal gravity value computed on the
 RL1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1129.degrees latitude (g = 980.6199 gals.).
 RL1129
 RL1129.The modeled gravity was interpolated from observed gravity values.
 RL1129
 RL1129;                    North         East    Units  Estimated Accuracy
 RL1129;SPC WI N     -   116,150.      606,300.      MT  (+/- 180 meters Scaled)
 RL1129
 RL1129                          SUPERSEDED SURVEY CONTROL
 RL1129
 RL1129  NGVD 29 (??/??/92)  503.458  (m)         1651.76   (f) ADJ UNCH    2 0
 RL1129
 RL1129.Superseded values are not recommended for survey control.
 RL1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1129.See file dsdata.txt to determine how the superseded data were derived.
 RL1129
 RL1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS748217(NAD 83)
 RL1129_MARKER: DB = BENCH MARK DISK
 RL1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1129_STAMPING: N 61 1948
 RL1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1129+STABILITY: SURFACE MOTION
 RL1129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1129+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2005
 RL1129
 RL1129  HISTORY     - Date     Condition        Report By
 RL1129  HISTORY     - 1948     MONUMENTED       CGS
 RL1129  HISTORY     - 1988     GOOD             USPSQD
 RL1129  HISTORY     - 19960624 GOOD             USPSQD
 RL1129  HISTORY     - 20050914 GOOD             WIDT
 RL1129
 RL1129                          STATION DESCRIPTION
 RL1129
 RL1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1129'1.6 MI SW FROM WINCHESTER.
 RL1129'ABOUT 1.55 MILES WEST AND SOUTH ALONG A GRAVEL ROAD FROM THE
 RL1129'GRADE SCHOOL AT WINCHESTER, ABOUT 0.15 MILE SOUTH OF A CURVE
 RL1129'IN THE ROAD WITH TANGENTS EAST AND SOUTH, ABOUT 35 FEET NORTH
 RL1129'OF THE CREST OF A SMALL KNOLL, 23 FEET EAST OF THE CENTER
 RL1129'LINE OF THE ROAD, 4 FEET SOUTHWEST OF A TELEPHONE POLE, 1 FOOT
 RL1129'WEST OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET ABOVE THE ROAD
 RL1129'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 RL1129
 RL1129                          STATION RECOVERY (1988)
 RL1129
 RL1129'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL1129'RECOVERED IN GOOD CONDITION.
 RL1129
 RL1129                          STATION RECOVERY (1996)
 RL1129
 RL1129'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL1129'RECOVERED IN GOOD CONDITION.
 RL1129
 RL1129                          STATION RECOVERY (2005)
 RL1129
 RL1129'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL1129'RECOVERED IN GOOD CONDITION. -ADD-THE STATION IS 20.1 M NORTH OF A
 RL1129'POWER POLE --18-49-79--, 6.8 M EAST OF THE CENTERLINE OF TURTLE LAKE
 RL1129'ROAD, 4.5 M WEST OF A FENCELINE, 0.2 M WEST OF A WHITE WITNESS SIGN ON
 RL1129'A STEEL FENCE POST, IS EAST OF AND DIRECTLY ACROSS FROM A LOGGING ROAD
 RL1129'CUT INTO THE WOODS TO THE WEST, AND PROTRUDES 9 CM ABOVE THE GROUND.
 RL1129' 
 RL1129'-NOTE-OLD TELEPHONE POLE CALLED FOR IN THE ORIGINAL DESCRIPTION HAS
 RL1129'BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QM0239 ***********************************************************************
 QM0239  DESIGNATION -  N 62
 QM0239  PID         -  QM0239
 QM0239  STATE/COUNTY-  WI/VILAS
 QM0239  USGS QUAD   -  EAGLE RIVER EAST (1970)
 QM0239
 QM0239                         *CURRENT SURVEY CONTROL
 QM0239  ___________________________________________________________________
 QM0239* NAD 83(1986)-  45 57 55.     (N)    089 14 23.     (W)     SCALED    
 QM0239* NAVD 88     -       502.652  (meters)    1649.12   (feet)  ADJUSTED  
 QM0239  ___________________________________________________________________
 QM0239  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 QM0239  DYNAMIC HT  -         502.639 (meters)    1649.07  (feet)  COMP
 QM0239  MODELED GRAV-     980,573.9   (mgal)                       NAVD 88
 QM0239
 QM0239  VERT ORDER  -  SECOND    CLASS 0
 QM0239
 QM0239.The horizontal coordinates were scaled from a topographic map and have
 QM0239.an estimated accuracy of +/- 6 seconds.
 QM0239
 QM0239.The orthometric height was determined by differential leveling
 QM0239.and adjusted by the National Geodetic Survey in June 1991..
 QM0239
 QM0239.The geoid height was determined by GEOID03.
 QM0239
 QM0239.The dynamic height is computed by dividing the NAVD 88
 QM0239.geopotential number by the normal gravity value computed on the
 QM0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0239.degrees latitude (g = 980.6199 gals.).
 QM0239
 QM0239.The modeled gravity was interpolated from observed gravity values.
 QM0239
 QM0239;                    North         East    Units  Estimated Accuracy
 QM0239;SPC WI N     -    89,040.      658,930.      MT  (+/- 180 meters Scaled)
 QM0239
 QM0239                          SUPERSEDED SURVEY CONTROL
 QM0239
 QM0239  NGVD 29 (??/??/92)  502.652  (m)         1649.12   (f) ADJ UNCH    2 0
 QM0239
 QM0239.Superseded values are not recommended for survey control.
 QM0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0239.See file dsdata.txt to determine how the superseded data were derived.
 QM0239
 QM0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR264926(NAD 83)
 QM0239_MARKER: DB = BENCH MARK DISK
 QM0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0239_STAMPING: N 62 1948
 QM0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0239+STABILITY: SURFACE MOTION
 QM0239
 QM0239  HISTORY     - Date     Condition        Report By
 QM0239  HISTORY     - 1948     MONUMENTED       CGS
 QM0239  HISTORY     - 19960620 MARK NOT FOUND   USPSQD
 QM0239  HISTORY     - 20010619 POOR             USPSQD
 QM0239  HISTORY     - 20051005 POOR             WIDT
 QM0239
 QM0239                          STATION DESCRIPTION
 QM0239
 QM0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QM0239'3.8 MI N FROM EAGLE RIVER.
 QM0239'ABOUT 3.85 MILES NORTH ALONG U.S. HIGHWAY 45 FROM THE CHICAGO
 QM0239'AND NORTH WESTERN RAILWAY STATION AT EAGLE RIVER, 165 YARDS
 QM0239'SOUTH OF THE JUNCTION OF STATE HIGHWAY 17 EAST, 42 FEET WEST
 QM0239'OF THE CENTER LINE OF THE HIGHWAY, AT THE SOUTH END OF A
 QM0239'SHORT 4-FOOT CUT, 122 FEET SOUTHEAST OF POWER POLE NO. 4010
 QM0239'-9 R 2, 51 FEET EAST OF THE POWER LINE, 2 FEET WEST OF A
 QM0239'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND
 QM0239'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 QM0239
 QM0239                          STATION RECOVERY (1996)
 QM0239
 QM0239'RECOVERY NOTE BY US POWER SQUADRON 1996
 QM0239'MARK NOT FOUND.
 QM0239
 QM0239                          STATION RECOVERY (2001)
 QM0239
 QM0239'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 QM0239'NINETY PERCENT OF DISK IS GONE. POST LEANS AT 45 DEGREE ANGLE.
 QM0239
 QM0239                          STATION RECOVERY (2005)
 QM0239
 QM0239'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 QM0239'RECOVERED IN POOR CONDITION.  ADD  THE STATION IS 3.0 M SOUTH OF THE
 QM0239'CENTERLINE OF PRIVATE DRIVEWAY FOR FIRE NUMBER  2321--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RL0440 ***********************************************************************
 RL0440  DESIGNATION -  N 63
 RL0440  PID         -  RL0440
 RL0440  STATE/COUNTY-  WI/VILAS
 RL0440  USGS QUAD   -  SMOKY LAKE (1981)
 RL0440
 RL0440                         *CURRENT SURVEY CONTROL
 RL0440  ___________________________________________________________________
 RL0440* NAD 83(1986)-  46 01 57.     (N)    088 59 48.     (W)     SCALED    
 RL0440* NAVD 88     -       538.172  (meters)    1765.65   (feet)  ADJUSTED  
 RL0440  ___________________________________________________________________
 RL0440  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 RL0440  DYNAMIC HT  -         538.164 (meters)    1765.63  (feet)  COMP
 RL0440  MODELED GRAV-     980,582.9   (mgal)                       NAVD 88
 RL0440
 RL0440  VERT ORDER  -  SECOND    CLASS 0
 RL0440
 RL0440.The horizontal coordinates were scaled from a topographic map and have
 RL0440.an estimated accuracy of +/- 6 seconds.
 RL0440
 RL0440.The orthometric height was determined by differential leveling
 RL0440.and adjusted by the National Geodetic Survey in June 1991..
 RL0440
 RL0440.The geoid height was determined by GEOID03.
 RL0440
 RL0440.The dynamic height is computed by dividing the NAVD 88
 RL0440.geopotential number by the normal gravity value computed on the
 RL0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0440.degrees latitude (g = 980.6199 gals.).
 RL0440
 RL0440.The modeled gravity was interpolated from observed gravity values.
 RL0440
 RL0440;                    North         East    Units  Estimated Accuracy
 RL0440;SPC WI N     -    96,720.      677,670.      MT  (+/- 180 meters Scaled)
 RL0440
 RL0440                          SUPERSEDED SURVEY CONTROL
 RL0440
 RL0440  NGVD 29 (??/??/92)  538.173  (m)         1765.66   (f) ADJ UNCH    2 0
 RL0440
 RL0440.Superseded values are not recommended for survey control.
 RL0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0440.See file dsdata.txt to determine how the superseded data were derived.
 RL0440
 RL0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR454995(NAD 83)
 RL0440_MARKER: DB = BENCH MARK DISK
 RL0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0440_STAMPING: N 63 1948
 RL0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0440+STABILITY: SURFACE MOTION
 RL0440
 RL0440  HISTORY     - Date     Condition        Report By
 RL0440  HISTORY     - 1948     MONUMENTED       CGS
 RL0440  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL0440  HISTORY     - 20020618 MARK NOT FOUND   USPSQD
 RL0440  HISTORY     - 20051005 MARK NOT FOUND   WIDT
 RL0440
 RL0440                          STATION DESCRIPTION
 RL0440
 RL0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0440'7.6 MI SE FROM PHELPS.
 RL0440'1.85 MILES EAST ALONG STATE HIGHWAY 17 FROM THE PHELPS STATE
 RL0440'BANK BUILDING AT PHELPS, THENCE ABOUT 5.8 MILES SOUTHEAST ALONG
 RL0440'ELVOY ROAD, AT THE JUNCTION OF A ROAD LEADING NORTHWEST TO
 RL0440'FORT EAGLE AND SAND LAKE, 24 FEET EAST OF THE CENTER LINE OF
 RL0440'ELVOY ROAD, 38 FEET NORTHEAST OF THE PROLONGED CENTER LINE OF
 RL0440'THE ROAD NORTHWEST, 33 FEET NORTH OF A SIGN FORT EAGLE, 12.5 FEET
 RL0440'EAST OF THE SOUTHEAST END OF AN 18-INCH CORRUGATED PIPE CULVERT,
 RL0440'3 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 RL0440'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 RL0440'INCHES.
 RL0440
 RL0440                          STATION RECOVERY (1978)
 RL0440
 RL0440'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL0440'MARK NOT FOUND.
 RL0440
 RL0440                          STATION RECOVERY (2002)
 RL0440
 RL0440'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0440'MARK NOT FOUND.
 RL0440
 RL0440                          STATION RECOVERY (2005)
 RL0440
 RL0440'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 RL0440'MARK NOT FOUND.  ADD MEASURED THE DISTANCES FROM THE CENTERLINE OF
 RL0440'SAND LAKE ROAD AND FROM EAGLE FARM ROAD, BUT RECOVERED NO EVIDENCE OF
 RL0440'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0133 ***********************************************************************
 QN0133  DESIGNATION -  N 7
 QN0133  PID         -  QN0133
 QN0133  STATE/COUNTY-  WI/CLARK
 QN0133  USGS QUAD   -  LUBLIN SE (1969)
 QN0133
 QN0133                         *CURRENT SURVEY CONTROL
 QN0133  ___________________________________________________________________
 QN0133* NAD 83(1986)-  45 00 08.     (N)    090 37 20.     (W)     SCALED    
 QN0133* NAVD 88     -       386.117  (meters)    1266.79   (feet)  ADJUSTED  
 QN0133  ___________________________________________________________________
 QN0133  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 QN0133  DYNAMIC HT  -         386.080 (meters)    1266.66  (feet)  COMP
 QN0133  MODELED GRAV-     980,509.0   (mgal)                       NAVD 88
 QN0133
 QN0133  VERT ORDER  -  FIRST     CLASS II
 QN0133
 QN0133.The horizontal coordinates were scaled from a topographic map and have
 QN0133.an estimated accuracy of +/- 6 seconds.
 QN0133
 QN0133.The orthometric height was determined by differential leveling
 QN0133.and adjusted by the National Geodetic Survey in June 1991..
 QN0133
 QN0133.The geoid height was determined by GEOID03.
 QN0133
 QN0133.The dynamic height is computed by dividing the NAVD 88
 QN0133.geopotential number by the normal gravity value computed on the
 QN0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0133.degrees latitude (g = 980.6199 gals.).
 QN0133
 QN0133.The modeled gravity was interpolated from observed gravity values.
 QN0133
 QN0133;                    North         East    Units  Estimated Accuracy
 QN0133;SPC WI C     -   130,070.      550,950.      MT  (+/- 180 meters Scaled)
 QN0133
 QN0133                          SUPERSEDED SURVEY CONTROL
 QN0133
 QN0133  NGVD 29 (??/??/92)  386.123  (m)         1266.81   (f) ADJ UNCH    1 2
 QN0133
 QN0133.Superseded values are not recommended for survey control.
 QN0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0133.See file dsdata.txt to determine how the superseded data were derived.
 QN0133
 QN0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK873859(NAD 83)
 QN0133_MARKER: DB = BENCH MARK DISK
 QN0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0133_STAMPING: 1266.805 N 7 1930
 QN0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0133+STABILITY: SURFACE MOTION
 QN0133
 QN0133  HISTORY     - Date     Condition        Report By
 QN0133  HISTORY     - 1930     MONUMENTED       CGS
 QN0133  HISTORY     - 1934     GOOD             NGS
 QN0133  HISTORY     - 20031104 MARK NOT FOUND   WIDT
 QN0133
 QN0133                          STATION DESCRIPTION
 QN0133
 QN0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 QN0133'4.5 MI N FROM OWEN.
 QN0133'4-1/2 MILES NORTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT
 QN0133'STE. MARIE RAILWAY FROM THE STATION AT OWEN, CLARK COUNTY, AT
 QN0133'A ROAD CROSSING, 42 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 QN0133'AND 32 FEET WEST OF THE TRACK.  A STANDARD DISK, STAMPED
 QN0133'1266.805 N 7 1930 AND SET IN THE TOP OF A CONCRETE POST.
 QN0133
 QN0133                          STATION RECOVERY (1934)
 QN0133
 QN0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QN0133'RECOVERED IN GOOD CONDITION.
 QN0133
 QN0133                          STATION RECOVERY (2003)
 QN0133
 QN0133'RECOVERY NOTE BY WI DEPT OF TRANSP 2003
 QN0133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0155 ***********************************************************************
 ON0155  DESIGNATION -  N 79
 ON0155  PID         -  ON0155
 ON0155  STATE/COUNTY-  WI/VERNON
 ON0155  USGS QUAD   -  ESOFEA (1985)
 ON0155
 ON0155                         *CURRENT SURVEY CONTROL
 ON0155  ___________________________________________________________________
 ON0155* NAD 83(1986)-  43 42 01.     (N)    090 56 40.     (W)     SCALED    
 ON0155* NAVD 88     -       257.037  (meters)     843.30   (feet)  ADJUSTED  
 ON0155  ___________________________________________________________________
 ON0155  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 ON0155  DYNAMIC HT  -         256.972 (meters)     843.08  (feet)  COMP
 ON0155  MODELED GRAV-     980,360.5   (mgal)                       NAVD 88
 ON0155
 ON0155  VERT ORDER  -  SECOND    CLASS 0
 ON0155
 ON0155.The horizontal coordinates were scaled from a topographic map and have
 ON0155.an estimated accuracy of +/- 6 seconds.
 ON0155
 ON0155.The orthometric height was determined by differential leveling
 ON0155.and adjusted by the National Geodetic Survey in June 1991..
 ON0155
 ON0155.The geoid height was determined by GEOID03.
 ON0155
 ON0155.The dynamic height is computed by dividing the NAVD 88
 ON0155.geopotential number by the normal gravity value computed on the
 ON0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0155.degrees latitude (g = 980.6199 gals.).
 ON0155
 ON0155.The modeled gravity was interpolated from observed gravity values.
 ON0155
 ON0155;                    North         East    Units  Estimated Accuracy
 ON0155;SPC WI S     -   189,320.      523,880.      MT  (+/- 180 meters Scaled)
 ON0155
 ON0155                          SUPERSEDED SURVEY CONTROL
 ON0155
 ON0155  NGVD 29 (??/??/92)  257.045  (m)          843.32   (f) ADJ UNCH    2 0
 ON0155
 ON0155.Superseded values are not recommended for survey control.
 ON0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0155.See file dsdata.txt to determine how the superseded data were derived.
 ON0155
 ON0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ656406(NAD 83)
 ON0155_MARKER: DB = BENCH MARK DISK
 ON0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0155_STAMPING: N 79 1934
 ON0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0155+STABILITY: SURFACE MOTION
 ON0155
 ON0155  HISTORY     - Date     Condition        Report By
 ON0155  HISTORY     - 1934     MONUMENTED       CGS
 ON0155  HISTORY     - 1958     GOOD             NGS
 ON0155  HISTORY     - 1964     MARK NOT FOUND   USGS
 ON0155
 ON0155                          STATION DESCRIPTION
 ON0155
 ON0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 ON0155'3.8 MI SE FROM COON VALLEY.
 ON0155'3.8 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 ON0155'AND PACIFIC RAILROAD FROM THE A. SPELLMAN LUMBER CO. AT COON
 ON0155'VALLEY, VERNON COUNTY, 500 FEET NORTH OF THE SPRING COULEE
 ON0155'SCHOOL, AT A PUBLIC-ROAD CROSSING, 21 FEET SOUTHEAST OF THE
 ON0155'CENTERLINE OF THE ROAD, 21 FEET SOUTHWEST OF THE CENTERLINE OF
 ON0155'THE TRACK, 2 FEET NORTH OF A RIGHT-OF-WAY CORNER FENCE POST, 1
 ON0155'FOOT LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST.
 ON0155'NOTE-- THE CONCRETE PILLAR WAS RECOVERED AS DESCRIBED BUT
 ON0155'THE TOP HAS BEEN BROKEN OFF AND THE BRONZE DISK IS GONE SO IT IS
 ON0155'NO LONGER USABLE AS A BENCH MARK.
 ON0155
 ON0155                          STATION RECOVERY (1964)
 ON0155
 ON0155'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 ON0155'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0441 ***********************************************************************
 PN0441  DESIGNATION -  N 8
 PN0441  PID         -  PN0441
 PN0441  STATE/COUNTY-  WI/WAUPACA
 PN0441  USGS QUAD   -  SCANDINAVIA (1983)
 PN0441
 PN0441                         *CURRENT SURVEY CONTROL
 PN0441  ___________________________________________________________________
 PN0441* NAD 83(1986)-  44 27 50.     (N)    089 12 35.     (W)     SCALED    
 PN0441* NAVD 88     -       292.441  (meters)     959.45   (feet)  ADJUSTED  
 PN0441  ___________________________________________________________________
 PN0441  GEOID HEIGHT-         -36.17  (meters)                     GEOID03
 PN0441  DYNAMIC HT  -         292.389 (meters)     959.28  (feet)  COMP
 PN0441  MODELED GRAV-     980,432.7   (mgal)                       NAVD 88
 PN0441
 PN0441  VERT ORDER  -  FIRST     CLASS II
 PN0441
 PN0441.The horizontal coordinates were scaled from a topographic map and have
 PN0441.an estimated accuracy of +/- 6 seconds.
 PN0441
 PN0441.The orthometric height was determined by differential leveling
 PN0441.and adjusted by the National Geodetic Survey in June 1991..
 PN0441
 PN0441.The geoid height was determined by GEOID03.
 PN0441
 PN0441.The dynamic height is computed by dividing the NAVD 88
 PN0441.geopotential number by the normal gravity value computed on the
 PN0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0441.degrees latitude (g = 980.6199 gals.).
 PN0441
 PN0441.The modeled gravity was interpolated from observed gravity values.
 PN0441
 PN0441;                    North         East    Units  Estimated Accuracy
 PN0441;SPC WI C     -    70,370.      662,890.      MT  (+/- 180 meters Scaled)
 PN0441
 PN0441                          SUPERSEDED SURVEY CONTROL
 PN0441
 PN0441  NGVD 29 (??/??/92)  292.460  (m)          959.51   (f) ADJ UNCH    1 2
 PN0441
 PN0441.Superseded values are not recommended for survey control.
 PN0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0441.See file dsdata.txt to determine how the superseded data were derived.
 PN0441
 PN0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ242257(NAD 83)
 PN0441_MARKER: DB = BENCH MARK DISK
 PN0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0441_STAMPING: 959.473 N 8 1930
 PN0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0441+STABILITY: SURFACE MOTION
 PN0441
 PN0441  HISTORY     - Date     Condition        Report By
 PN0441  HISTORY     - 1930     MONUMENTED       CGS
 PN0441  HISTORY     - 1969     GOOD             USGS
 PN0441
 PN0441                          STATION DESCRIPTION
 PN0441
 PN0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 PN0441'3.5 MI W FROM SCANDINAVIA.
 PN0441'3.5 MILES WEST ALONG THE GREEN BAY AND WESTERN RAILROAD FROM
 PN0441'THE STATION AT SCANDINAVIA, WAUPACA COUNTY, AT A PRIVATE-ROAD
 PN0441'CROSSING, 30 FEET EAST OF THE CENTER LINE OF THE ROAD, 60 FEET
 PN0441'NORTH OF THE TRACK, AND 7 FEET NORTH OF THE RIGHT-OF-WAY FENCE.
 PN0441'A STANDARD DISK, STAMPED 959.473 N 8 1930 AND SET IN THE TOP
 PN0441'OF A CONCRETE POST.
 PN0441
 PN0441                          STATION RECOVERY (1969)
 PN0441
 PN0441'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 PN0441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA3516 ***********************************************************************
 AA3516  DESIGNATION -  N 80 RESET
 AA3516  PID         -  AA3516
 AA3516  STATE/COUNTY-  WI/RICHLAND
 AA3516  USGS QUAD   -  RICHLAND CENTER (1983)
 AA3516
 AA3516                         *CURRENT SURVEY CONTROL
 AA3516  ___________________________________________________________________
 AA3516* NAD 83(1986)-  43 20 36.     (N)    090 23 37.     (W)     SCALED    
 AA3516* NAVD 88     -       222.95   (+/-2cm)     731.5    (feet)  VERTCON   
 AA3516  ___________________________________________________________________
 AA3516  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 AA3516
 AA3516  VERT ORDER  -  THIRD (See Below)
 AA3516
 AA3516.The horizontal coordinates were scaled from a topographic map and have
 AA3516.an estimated accuracy of +/- 6 seconds.
 AA3516
 AA3516.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3516.The vertical order pertains to the NGVD 29 superseded value.
 AA3516
 AA3516.The geoid height was determined by GEOID03.
 AA3516
 AA3516;                    North         East    Units  Estimated Accuracy
 AA3516;SPC WI S     -   149,310.      568,090.      MT  (+/- 180 meters Scaled)
 AA3516
 AA3516                          SUPERSEDED SURVEY CONTROL
 AA3516
 AA3516  NGVD 29 (09/01/04)  222.99   (m)          731.6    (f) RESET       3  
 AA3516
 AA3516.Superseded values are not recommended for survey control.
 AA3516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3516.See file dsdata.txt to determine how the superseded data were derived.
 AA3516
 AA3516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ112022(NAD 83)
 AA3516_MARKER: DV = VERTICAL CONTROL DISK
 AA3516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3516_STAMPING: N 80 RESET 1978
 AA3516_MARK LOGO: NGS   
 AA3516_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3516+STABILITY: SURFACE MOTION
 AA3516
 AA3516  HISTORY     - Date     Condition        Report By
 AA3516  HISTORY     - 1978     MONUMENTED       NGS
 AA3516
 AA3516                          STATION DESCRIPTION
 AA3516
 AA3516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 AA3516'0.8 MILE (1.3 KM) NORTHWEST ALONG US HIGHWAY 14 FROM THE COURT HOUSE
 AA3516'IN RICHLAND CENTER, AT THE SOUTHWEST EDGE OF A CITY PARK, ABOUT 0.1
 AA3516'MILE (0.2 KM) EAST OF THE PINE RIVER, 125 FEET (38.1 M) WEST OF THE
 AA3516'CENTERLINE OF OTTO BELLMAN DRIVE, 34 FEET (10.4 M) NORTH OF THE
 AA3516'CENTERLINE OF THE HIGHWAY, 2 FEET (0.6 M) EAST OF A POWER POLE NO 4,
 AA3516'SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0065 ***********************************************************************
 ON0065  DESIGNATION -  N 81
 ON0065  PID         -  ON0065
 ON0065  STATE/COUNTY-  WI/RICHLAND
 ON0065  USGS QUAD   -  GILLINGHAM (1983)
 ON0065
 ON0065                         *CURRENT SURVEY CONTROL
 ON0065  ___________________________________________________________________
 ON0065* NAD 83(1986)-  43 23 08.     (N)    090 23 22.     (W)     SCALED    
 ON0065* NAVD 88     -       228.964  (meters)     751.19   (feet)  ADJUSTED  
 ON0065  ___________________________________________________________________
 ON0065  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 ON0065  DYNAMIC HT  -         228.906 (meters)     751.00  (feet)  COMP
 ON0065  MODELED GRAV-     980,364.3   (mgal)                       NAVD 88
 ON0065
 ON0065  VERT ORDER  -  SECOND    CLASS 0
 ON0065
 ON0065.The horizontal coordinates were scaled from a topographic map and have
 ON0065.an estimated accuracy of +/- 6 seconds.
 ON0065
 ON0065.The orthometric height was determined by differential leveling
 ON0065.and adjusted by the National Geodetic Survey in June 1991..
 ON0065
 ON0065.The geoid height was determined by GEOID03.
 ON0065
 ON0065.The dynamic height is computed by dividing the NAVD 88
 ON0065.geopotential number by the normal gravity value computed on the
 ON0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0065.degrees latitude (g = 980.6199 gals.).
 ON0065
 ON0065.The modeled gravity was interpolated from observed gravity values.
 ON0065
 ON0065;                    North         East    Units  Estimated Accuracy
 ON0065;SPC WI S     -   154,000.      568,450.      MT  (+/- 180 meters Scaled)
 ON0065
 ON0065                          SUPERSEDED SURVEY CONTROL
 ON0065
 ON0065  NGVD 29 (??/??/92)  229.007  (m)          751.33   (f) ADJ UNCH    2 0
 ON0065
 ON0065.Superseded values are not recommended for survey control.
 ON0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0065.See file dsdata.txt to determine how the superseded data were derived.
 ON0065
 ON0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ114069(NAD 83)
 ON0065_MARKER: DB = BENCH MARK DISK
 ON0065_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ON0065_SP_SET: BRIDGE
 ON0065_STAMPING: N 81 1934
 ON0065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0065
 ON0065  HISTORY     - Date     Condition        Report By
 ON0065  HISTORY     - 1934     MONUMENTED       CGS
 ON0065  HISTORY     - 1966     MARK NOT FOUND   LOCSUR
 ON0065
 ON0065                          STATION DESCRIPTION
 ON0065
 ON0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0065'3.9 MI N FROM RICHLAND CENTER.
 ON0065'ABOUT 3.9 MILES NORTH ALONG STATE HIGHWAY 80 FROM THE FARMERS AND
 ON0065'MERCHANTS BANK AT RICHLAND CENTER, RICHLAND COUNTY, AT A 36-FOOT
 ON0065'CONCRETE BRIDGE, IN THE TOP OF THE CENTER OF THE WEST HEAD WALL,
 ON0065'10 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 3.5
 ON0065'FEET HIGHER THAN THE ROADWAY.  A STANDARD DISK, STAMPED N 81 1934.
 ON0065
 ON0065                          STATION RECOVERY (1966)
 ON0065
 ON0065'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1966
 ON0065'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0066 ***********************************************************************
 ON0066  DESIGNATION -  N 81 RESET
 ON0066  PID         -  ON0066
 ON0066  STATE/COUNTY-  WI/RICHLAND
 ON0066  USGS QUAD   -  GILLINGHAM (1983)
 ON0066
 ON0066                         *CURRENT SURVEY CONTROL
 ON0066  ___________________________________________________________________
 ON0066* NAD 83(1986)-  43 23 08.     (N)    090 23 22.     (W)     SCALED    
 ON0066* NAVD 88     -       231.47   (+/-2cm)     759.4    (feet)  VERTCON   
 ON0066  ___________________________________________________________________
 ON0066  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 ON0066
 ON0066  VERT ORDER  -  THIRD (See Below)
 ON0066
 ON0066.The horizontal coordinates were scaled from a topographic map and have
 ON0066.an estimated accuracy of +/- 6 seconds.
 ON0066
 ON0066.The NAVD 88 height was computed by applying the VERTCON shift value to
 ON0066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ON0066.The vertical order pertains to the NGVD 29 superseded value.
 ON0066
 ON0066.The geoid height was determined by GEOID03.
 ON0066
 ON0066;                    North         East    Units  Estimated Accuracy
 ON0066;SPC WI S     -   154,000.      568,450.      MT  (+/- 180 meters Scaled)
 ON0066
 ON0066                          SUPERSEDED SURVEY CONTROL
 ON0066
 ON0066  NGVD 29 (09/01/04)  231.51   (m)          759.5    (f) RESET       3  
 ON0066
 ON0066.Superseded values are not recommended for survey control.
 ON0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0066.See file dsdata.txt to determine how the superseded data were derived.
 ON0066
 ON0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ114069(NAD 83)
 ON0066_MARKER: DD = SURVEY DISK
 ON0066_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ON0066_SP_SET: BRIDGE
 ON0066_STAMPING: N 81 RESET 1966
 ON0066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0066
 ON0066  HISTORY     - Date     Condition        Report By
 ON0066  HISTORY     - 1966     MONUMENTED       LOCSUR
 ON0066
 ON0066                          STATION DESCRIPTION
 ON0066
 ON0066'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1966
 ON0066'AT RICHLAND CENTER.
 ON0066'3.9 MILES NORTH ALONG THE STATE TRUNK HIGHWAY 80 FROM THE FARMERS
 ON0066'AND MERCHANTS BANK AT RICHLAND CENTER, AT A 133 FOOT, 3 SPAN
 ON0066'CONCRETE SLAB BRIDGE, AND SET IN THE NORTHEAST CURB OF THE BRIDGE,
 ON0066'21.5 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 1 FOOT
 ON0066'ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 ON0038 ***********************************************************************
 ON0038  DESIGNATION -  N 82
 ON0038  PID         -  ON0038
 ON0038  STATE/COUNTY-  WI/JUNEAU
 ON0038  USGS QUAD   -  CAMP DOUGLAS (1983)
 ON0038
 ON0038                         *CURRENT SURVEY CONTROL
 ON0038  ___________________________________________________________________
 ON0038* NAD 83(1986)-  43 54 08.     (N)    090 15 54.     (W)     SCALED    
 ON0038* NAVD 88     -       282.787  (meters)     927.78   (feet)  ADJUSTED  
 ON0038  ___________________________________________________________________
 ON0038  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 ON0038  DYNAMIC HT  -         282.724 (meters)     927.57  (feet)  COMP
 ON0038  MODELED GRAV-     980,392.4   (mgal)                       NAVD 88
 ON0038
 ON0038  VERT ORDER  -  SECOND    CLASS 0
 ON0038
 ON0038.The horizontal coordinates were scaled from a topographic map and have
 ON0038.an estimated accuracy of +/- 6 seconds.
 ON0038
 ON0038.The orthometric height was determined by differential leveling
 ON0038.and adjusted by the National Geodetic Survey in June 1991..
 ON0038
 ON0038.The geoid height was determined by GEOID03.
 ON0038
 ON0038.The dynamic height is computed by dividing the NAVD 88
 ON0038.geopotential number by the normal gravity value computed on the
 ON0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0038.degrees latitude (g = 980.6199 gals.).
 ON0038
 ON0038.The modeled gravity was interpolated from observed gravity values.
 ON0038
 ON0038;                    North         East    Units  Estimated Accuracy
 ON0038;SPC WI S     -   211,360.      578,710.      MT  (+/- 180 meters Scaled)
 ON0038
 ON0038                          SUPERSEDED SURVEY CONTROL
 ON0038
 ON0038  NGVD 29 (??/??/92)  282.808  (m)          927.85   (f) ADJ UNCH    2 0
 ON0038
 ON0038.Superseded values are not recommended for survey control.
 ON0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0038.See file dsdata.txt to determine how the superseded data were derived.
 ON0038
 ON0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ196646(NAD 83)
 ON0038_MARKER: DB = BENCH MARK DISK
 ON0038_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ON0038_SP_SET: CONCRETE FOUNDATION
 ON0038_STAMPING: N 82 1934
 ON0038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0038
 ON0038  HISTORY     - Date     Condition        Report By
 ON0038  HISTORY     - 1934     MONUMENTED       CGS
 ON0038  HISTORY     - 1981     GOOD             WIDT
 ON0038
 ON0038                          STATION DESCRIPTION
 ON0038
 ON0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ON0038'1.6 MI N FROM HUSTLER.
 ON0038'ABOUT 1.6 MILES NORTH ALONG THE CHICAGO, ST. PAUL, MINNEAPOLIS
 ON0038'AND OMAHA RAILWAY FROM THE MAIN STREET CROSSING AT HUSTLER,
 ON0038'JUNEAU COUNTY, ABOUT 1 POLE NORTH OF MILEPOST 184, ABOUT 231
 ON0038'FEET NORTH OF THE CENTER OF A ROAD CROSSING, AT BLADE SEMAPHORE
 ON0038'1841, IN THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE
 ON0038'FOUNDATION, 11 FEET EAST OF THE CENTER LINE OF THE TRACK, AND ABOUT
 ON0038'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED N 82 1934.
 ON0038
 ON0038                          STATION RECOVERY (1981)
 ON0038
 ON0038'RECOVERY NOTE BY WI DEPT OF TRANSP 1981
 ON0038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0525 ***********************************************************************
 OM0525  DESIGNATION -  N 83
 OM0525  PID         -  OM0525
 OM0525  STATE/COUNTY-  WI/JUNEAU
 OM0525  USGS QUAD   -  WISCONSIN DELLS NORTH (1975)
 OM0525
 OM0525                         *CURRENT SURVEY CONTROL
 OM0525  ___________________________________________________________________
 OM0525* NAD 83(1986)-  43 39 19.     (N)    089 48 39.     (W)     SCALED    
 OM0525* NAVD 88     -       279.899  (meters)     918.30   (feet)  ADJUSTED  
 OM0525  ___________________________________________________________________
 OM0525  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 OM0525  DYNAMIC HT  -         279.829 (meters)     918.07  (feet)  COMP
 OM0525  MODELED GRAV-     980,364.3   (mgal)                       NAVD 88
 OM0525
 OM0525  VERT ORDER  -  SECOND    CLASS 0
 OM0525
 OM0525.The horizontal coordinates were scaled from a topographic map and have
 OM0525.an estimated accuracy of +/- 6 seconds.
 OM0525
 OM0525.The orthometric height was determined by differential leveling
 OM0525.and adjusted by the National Geodetic Survey in June 1991..
 OM0525
 OM0525.The geoid height was determined by GEOID03.
 OM0525
 OM0525.The dynamic height is computed by dividing the NAVD 88
 OM0525.geopotential number by the normal gravity value computed on the
 OM0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0525.degrees latitude (g = 980.6199 gals.).
 OM0525
 OM0525.The modeled gravity was interpolated from observed gravity values.
 OM0525
 OM0525;                    North         East    Units  Estimated Accuracy
 OM0525;SPC WI S     -   183,900.      615,260.      MT  (+/- 180 meters Scaled)
 OM0525
 OM0525                          SUPERSEDED SURVEY CONTROL
 OM0525
 OM0525  NGVD 29 (??/??/92)  279.929  (m)          918.40   (f) ADJ UNCH    2 0
 OM0525
 OM0525.Superseded values are not recommended for survey control.
 OM0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0525.See file dsdata.txt to determine how the superseded data were derived.
 OM0525
 OM0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP733374(NAD 83)
 OM0525_MARKER: DB = BENCH MARK DISK
 OM0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0525_STAMPING: N-83 1934
 OM0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0525+STABILITY: SURFACE MOTION
 OM0525
 OM0525  HISTORY     - Date     Condition        Report By
 OM0525  HISTORY     - 1934     MONUMENTED       CGS
 OM0525  HISTORY     - 1975     MARK NOT FOUND   USGS
 OM0525
 OM0525                          STATION DESCRIPTION
 OM0525
 OM0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0525'2.9 MI NW FROM WISCONSIN DELLS.
 OM0525'ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC RAILROAD 9
 OM0525'POLES SOUTHEAST OF MILEPOST 198, 18 FEET SOUTHEAST OF THE CENTER
 OM0525'LINE OF PUBLIC ROAD CROSSING, THENCE 21 FEET SOUTHWEST OF THE
 OM0525'CENTER LINE OF THE SOUTH MAIN TRACK, 4 FEET BELOW RAIL LEVEL.
 OM0525
 OM0525                          STATION RECOVERY (1975)
 OM0525
 OM0525'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 OM0525'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0250 ***********************************************************************
 OM0250  DESIGNATION -  N 85
 OM0250  PID         -  OM0250
 OM0250  STATE/COUNTY-  WI/DODGE
 OM0250  USGS QUAD   -  HORICON (1980)
 OM0250
 OM0250                         *CURRENT SURVEY CONTROL
 OM0250  ___________________________________________________________________
 OM0250* NAD 83(1986)-  43 27 15.     (N)    088 42 00.     (W)     SCALED    
 OM0250* NAVD 88     -       282.427  (meters)     926.60   (feet)  ADJUSTED  
 OM0250  ___________________________________________________________________
 OM0250  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 OM0250  DYNAMIC HT  -         282.360 (meters)     926.38  (feet)  COMP
 OM0250  MODELED GRAV-     980,376.5   (mgal)                       NAVD 88
 OM0250
 OM0250  VERT ORDER  -  SECOND    CLASS 0
 OM0250
 OM0250.The horizontal coordinates were scaled from a topographic map and have
 OM0250.an estimated accuracy of +/- 6 seconds.
 OM0250
 OM0250.The orthometric height was determined by differential leveling
 OM0250.and adjusted by the National Geodetic Survey in June 1991..
 OM0250
 OM0250.The geoid height was determined by GEOID03.
 OM0250
 OM0250.The dynamic height is computed by dividing the NAVD 88
 OM0250.geopotential number by the normal gravity value computed on the
 OM0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0250.degrees latitude (g = 980.6199 gals.).
 OM0250
 OM0250.The modeled gravity was interpolated from observed gravity values.
 OM0250
 OM0250;                    North         East    Units  Estimated Accuracy
 OM0250;SPC WI S     -   162,360.      705,210.      MT  (+/- 180 meters Scaled)
 OM0250
 OM0250                          SUPERSEDED SURVEY CONTROL
 OM0250
 OM0250  NGVD 29 (??/??/92)  282.474  (m)          926.75   (f) ADJ UNCH    2 0
 OM0250
 OM0250.Superseded values are not recommended for survey control.
 OM0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0250.See file dsdata.txt to determine how the superseded data were derived.
 OM0250
 OM0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP624126(NAD 83)
 OM0250_MARKER: DB = BENCH MARK DISK
 OM0250_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OM0250_SP_SET: CULVERT
 OM0250_STAMPING: N-85 1934
 OM0250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OM0250
 OM0250  HISTORY     - Date     Condition        Report By
 OM0250  HISTORY     - 1934     MONUMENTED       CGS
 OM0250  HISTORY     - 1934     GOOD             NGS
 OM0250  HISTORY     - 1976     MARK NOT FOUND   USGS
 OM0250
 OM0250                          STATION DESCRIPTION
 OM0250
 OM0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0250'AT MINNESOTA JUNCTION.
 OM0250'ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC RAILROAD
 OM0250'4 1/2 POLES WEST OF THE CHICAGO AND NORTH WESTERN CROSSING,
 OM0250'3 1/2 POLES WEST OF MILEPOST 142.  SET IN THE SOUTH END OF THE
 OM0250'WEST HEADWALL OF 2 FOOT BY 2 FOOT CONCRETE ASKEW CONCRETE
 OM0250'CULVERT, 42 FEET WEST OF THE CENTER LINE OF THE HIGHWAY CROSSING,
 OM0250'THENCE 24 FEET NORTH OF THE CENTER LINE OF THE TRACK, AT RAIL
 OM0250'LEVEL.
 OM0250
 OM0250                          STATION RECOVERY (1934)
 OM0250
 OM0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 OM0250'RECOVERED IN GOOD CONDITION.
 OM0250
 OM0250                          STATION RECOVERY (1976)
 OM0250
 OM0250'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 OM0250'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0114 ***********************************************************************
 OL0114  DESIGNATION -  N 86
 OL0114  PID         -  OL0114
 OL0114  STATE/COUNTY-  WI/MILWAUKEE
 OL0114  USGS QUAD   -  THIENSVILLE (1976)
 OL0114
 OL0114                         *CURRENT SURVEY CONTROL
 OL0114  ___________________________________________________________________
 OL0114* NAD 83(1986)-  43 08 01.     (N)    087 54 37.     (W)     SCALED    
 OL0114* NAVD 88     -       207.752  (meters)     681.60   (feet)  ADJUSTED  
 OL0114  ___________________________________________________________________
 OL0114  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 OL0114  DYNAMIC HT  -         207.700 (meters)     681.43  (feet)  COMP
 OL0114  MODELED GRAV-     980,363.1   (mgal)                       NAVD 88
 OL0114
 OL0114  VERT ORDER  -  SECOND    CLASS 0
 OL0114
 OL0114.The horizontal coordinates were scaled from a topographic map and have
 OL0114.an estimated accuracy of +/- 6 seconds.
 OL0114
 OL0114.The orthometric height was determined by differential leveling
 OL0114.and adjusted by the National Geodetic Survey in June 1991..
 OL0114
 OL0114.The geoid height was determined by GEOID03.
 OL0114
 OL0114.The dynamic height is computed by dividing the NAVD 88
 OL0114.geopotential number by the normal gravity value computed on the
 OL0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0114.degrees latitude (g = 980.6199 gals.).
 OL0114
 OL0114.The modeled gravity was interpolated from observed gravity values.
 OL0114
 OL0114;                    North         East    Units  Estimated Accuracy
 OL0114;SPC WI S     -   128,060.      770,000.      MT  (+/- 180 meters Scaled)
 OL0114
 OL0114                          SUPERSEDED SURVEY CONTROL
 OL0114
 OL0114  NGVD 29 (??/??/92)  207.831  (m)          681.86   (f) ADJ UNCH    2 0
 OL0114
 OL0114.Superseded values are not recommended for survey control.
 OL0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0114.See file dsdata.txt to determine how the superseded data were derived.
 OL0114
 OL0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN259760(NAD 83)
 OL0114_MARKER: DB = BENCH MARK DISK
 OL0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OL0114_STAMPING: N 86 1934
 OL0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0114+STABILITY: SURFACE MOTION
 OL0114
 OL0114  HISTORY     - Date     Condition        Report By
 OL0114  HISTORY     - 1934     MONUMENTED       CGS
 OL0114  HISTORY     - 1944     GOOD             NGS
 OL0114  HISTORY     - 1972     MARK NOT FOUND   NGS
 OL0114
 OL0114                          STATION DESCRIPTION
 OL0114
 OL0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 OL0114'NEAR FOX POINT.
 OL0114'ABOUT 1000 FEET NORTHEAST FROM THE GRADE SEPARATION OF PORT
 OL0114'WASHINGTON ROAD AND THE GREEN BAY BRANCH OF THE NORTH WESTERN
 OL0114'RAILWAY, 31.2 FEET NORTH OF THE NORTH RAIL, 32.3 FEET WEST TO THE
 OL0114'SOUTHWEST CORNER OF THE TOOLHOUSE, 21.4 FEET NORTHEAST TO SOUTHEAST
 OL0114'CORNER OF TOOLHOUSE, ABOUT 3 FEET LOWER THAN THE TOP OF THE RAIL.
 OL0114'A STANDARD DISK STAMPED N 86 1934 AND SET IN THE TOP OF A CONCRETE
 OL0114'POST.
 OL0114
 OL0114                          STATION RECOVERY (1972)
 OL0114
 OL0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 OL0114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0175 ***********************************************************************
 OL0175  DESIGNATION -  N 87
 OL0175  PID         -  OL0175
 OL0175  STATE/COUNTY-  WI/SHEBOYGAN
 OL0175  USGS QUAD   -  CEDAR GROVE (1974)
 OL0175
 OL0175                         *CURRENT SURVEY CONTROL
 OL0175  ___________________________________________________________________
 OL0175* NAD 83(1986)-  43 35 21.     (N)    087 48 44.     (W)     SCALED    
 OL0175* NAVD 88     -       208.949  (meters)     685.53   (feet)  ADJUSTED  
 OL0175  ___________________________________________________________________
 OL0175  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 OL0175  DYNAMIC HT  -         208.907 (meters)     685.39  (feet)  COMP
 OL0175  MODELED GRAV-     980,413.4   (mgal)                       NAVD 88
 OL0175
 OL0175  VERT ORDER  -  SECOND    CLASS I
 OL0175
 OL0175.The horizontal coordinates were scaled from a topographic map and have
 OL0175.an estimated accuracy of +/- 6 seconds.
 OL0175
 OL0175.The orthometric height was determined by differential leveling
 OL0175.and adjusted by the National Geodetic Survey in May 2003..
 OL0175
 OL0175.The geoid height was determined by GEOID03.
 OL0175
 OL0175.The dynamic height is computed by dividing the NAVD 88
 OL0175.geopotential number by the normal gravity value computed on the
 OL0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0175.degrees latitude (g = 980.6199 gals.).
 OL0175
 OL0175.The modeled gravity was interpolated from observed gravity values.
 OL0175
 OL0175;                    North         East    Units  Estimated Accuracy
 OL0175;SPC WI S     -   178,860.      776,650.      MT  (+/- 180 meters Scaled)
 OL0175
 OL0175                          SUPERSEDED SURVEY CONTROL
 OL0175
 OL0175  NAVD 88 (06/15/91)  208.977  (m)          685.62   (f) UNKNOWN     2 0
 OL0175  NGVD 29 (??/??/92)  209.017  (m)          685.75   (f) ADJ UNCH    2 0
 OL0175
 OL0175.Superseded values are not recommended for survey control.
 OL0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0175.See file dsdata.txt to determine how the superseded data were derived.
 OL0175
 OL0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP344265(NAD 83)
 OL0175_MARKER: DB = BENCH MARK DISK
 OL0175_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OL0175_SP_SET: SEMAPHORE FOUNDATION
 OL0175_STAMPING: N 87 1934
 OL0175_MARK LOGO: CGS   
 OL0175_MAGNETIC: N = NO MAGNETIC MATERIAL
 OL0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0175+STABILITY: SURFACE MOTION
 OL0175_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0175+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2003
 OL0175
 OL0175  HISTORY     - Date     Condition        Report By
 OL0175  HISTORY     - 1934     MONUMENTED       CGS
 OL0175  HISTORY     - 20010712 GOOD             WIDT
 OL0175  HISTORY     - 20031204 GOOD             USPSQD
 OL0175
 OL0175                          STATION DESCRIPTION
 OL0175
 OL0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OL0175'1.5 MI N FROM CEDAR GROVE.
 OL0175'1.5 MILES NORTH ALONG THE CHICAGO AND NORTHWESTERN RAILROAD,
 OL0175'150 FEET SOUTH OF MILEPOLE 40 AT SEMAPHORE 641.  AT NORTH END
 OL0175'OF LONG SIDING, SET IN SOUTHWEST CORNER OF SEMAPHORE CONCRETE
 OL0175'FOUNDATION, 12 FEET EAST OF CENTERLINE OF TRACK AND 6 INCHES
 OL0175'BELOW TOP OF RAILS.
 OL0175
 OL0175                          STATION RECOVERY (2001)
 OL0175
 OL0175'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 OL0175'THIS STATION IS LOCATED ABOUT 56 KM SOUTHEAST OF FOND DU LAC, 40 KM
 OL0175'NORTHEAST OF WEST BEND, AND 20 KM SOUTHWEST OF SHEBOYGAN.
 OL0175'OWNERSHIP--RAILROAD COMPANY.  TO REACH THE STATION FROM THE JUNCTION
 OL0175'OF STATE HIGHWAY 32 NORTH WITH STATE HIGHWAY 32 (EAST) AND COUNTY
 OL0175'HIGHWAY D (WEST) AND AT THE INTERSECTION OF MAIN STREET WITH UNION
 OL0175'AVENUE IN THE VILLAGE OF CEDAR GROVE, GO NORTH ON STATE HIGHWAY 32
 OL0175'AND MAIN STREET FOR 1.6 KM TO SMIES ROAD, TURN RIGHT AND GO NORTH ON
 OL0175'SMIES ROAD FOR 0.7 KM TO THE RAILROAD TRACKS AND RAILROAD ACCESS
 OL0175'ROAD, TURN LEFT AND GO NORTH ON RAILROAD ACCESS ROAD FOR 0.2 KM TO
 OL0175'THE STATION ON THE LEFT (WEST).  THE STATION IS A BRONZE UNITED
 OL0175'STATES COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN THE TOP OF A
 OL0175'CONCRETE SIGNAL BASE AND ABOUT 1 M BELOW THE RAILROAD TRACKS.  THE
 OL0175'STATION IS 2.3 M EAST OF THE EAST RAIL OF THE RAILROAD TRACKS, 0.8 M
 OL0175'SOUTH OF THE SOUTHERN MOST METAL POST FOR --X--SIGN, 5.6 M WEST OF A
 OL0175'TELEGRAPH POLE, AND 0.7 M EAST OF AN ORANGE FIBERGLASS WITNESS POST.
 OL0175'---NOTE---THIS STATION IS TOO CLOSE TO THE RAILROAD TRACKS AND HAS A
 OL0175'TREE TO THE WEST EXTENDING TO 35 DEGREES ABOVE THE HORIZON AND A
 OL0175'TELEGRAPH POLE EXTENDING TO 45 DEGREES ABOVE THE HORIZON.
 OL0175
 OL0175                          STATION RECOVERY (2003)
 OL0175
 OL0175'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OL0175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0146 ***********************************************************************
 PM0146  DESIGNATION -  N 88
 PM0146  PID         -  PM0146
 PM0146  STATE/COUNTY-  WI/MANITOWOC
 PM0146  USGS QUAD   -  MANITOWOC (1973)
 PM0146
 PM0146                         *CURRENT SURVEY CONTROL
 PM0146  ___________________________________________________________________
 PM0146* NAD 83(1997)-  44 04 26.72076(N)    087 40 59.80989(W)     ADJUSTED  
 PM0146* NAVD 88     -       199.501  (meters)     654.53   (feet)  ADJUSTED  
 PM0146  ___________________________________________________________________
 PM0146  X           -     185,538.046 (meters)                     COMP
 PM0146  Y           -  -4,586,119.730 (meters)                     COMP
 PM0146  Z           -   4,414,123.350 (meters)                     COMP
 PM0146  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 PM0146  ELLIP HEIGHT-         163.38  (meters)          (06/11/03) GPS OBS
 PM0146  GEOID HEIGHT-         -36.11  (meters)                     GEOID03
 PM0146  DYNAMIC HT  -         199.468 (meters)     654.42  (feet)  COMP
 PM0146  MODELED GRAV-     980,447.9   (mgal)                       NAVD 88
 PM0146
 PM0146  HORZ ORDER  -  FIRST
 PM0146  VERT ORDER  -  SECOND    CLASS I
 PM0146  ELLP ORDER  -  THIRD     CLASS I
 PM0146
 PM0146.The horizontal coordinates were established by GPS observations
 PM0146.and adjusted by the National Geodetic Survey in June 2003..
 PM0146
 PM0146.The orthometric height was determined by differential leveling
 PM0146.and adjusted by the National Geodetic Survey in May 2003..
 PM0146
 PM0146.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PM0146
 PM0146.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0146
 PM0146.The ellipsoidal height was determined by GPS observations
 PM0146.and is referenced to NAD 83.
 PM0146
 PM0146.The geoid height was determined by GEOID03.
 PM0146
 PM0146.The dynamic height is computed by dividing the NAVD 88
 PM0146.geopotential number by the normal gravity value computed on the
 PM0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0146.degrees latitude (g = 980.6199 gals.).
 PM0146
 PM0146.The modeled gravity was interpolated from observed gravity values.
 PM0146
 PM0146;                    North         East     Units Scale Factor Converg.
 PM0146;SPC WI S     -   232,997.136   785,560.274   MT  1.00000152   +1 35 30.6
 PM0146;SPC WI S     -   764,424.77  2,577,292.33   sFT  1.00000152   +1 35 30.6
 PM0146;UTM  16      - 4,880,328.742   445,286.763   MT  0.99963682   -0 28 31.1
 PM0146
 PM0146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0146!SPC WI S     -   0.99997438  x   1.00000152  =   0.99997590
 PM0146!UTM  16      -   0.99997438  x   0.99963682  =   0.99961121
 PM0146
 PM0146                          SUPERSEDED SURVEY CONTROL
 PM0146
 PM0146  NAVD 88 (06/15/91)  199.494  (m)          654.51   (f) UNKNOWN     1 0
 PM0146  NGVD 29 (??/??/92)  199.498  (m)          654.52   (f) ADJ UNCH    2 0
 PM0146
 PM0146.Superseded values are not recommended for survey control.
 PM0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0146.See file dsdata.txt to determine how the superseded data were derived.
 PM0146
 PM0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP4528780329(NAD 83)
 PM0146_MARKER: DB = BENCH MARK DISK
 PM0146_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PM0146_SP_SET: BRIDGE SIGNAL BASE
 PM0146_STAMPING: N 88 1934
 PM0146_MARK LOGO: CGS   
 PM0146_MAGNETIC: N = NO MAGNETIC MATERIAL
 PM0146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0146+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2003
 PM0146
 PM0146  HISTORY     - Date     Condition        Report By
 PM0146  HISTORY     - 1934     MONUMENTED       CGS
 PM0146  HISTORY     - 1972     GOOD             NGS
 PM0146  HISTORY     - 20010524 GOOD             WIDT
 PM0146  HISTORY     - 20030622 GOOD             USPSQD
 PM0146
 PM0146                          STATION DESCRIPTION
 PM0146
 PM0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PM0146'2 MI SW FROM MANITOWOC.
 PM0146'ABOUT 2.0 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 PM0146'RAILWAY FROM THE POST OFFICE AT MANITOWOC, 356 FEET SOUTH OF THE
 PM0146'SOUTHWEST CORNER OF A CONCRETE BUILDING, 34.5 FEET EAST OF AND
 PM0146'ACROSS 2 TRACKS FROM A METAL TELEPHONE BOX, 21 FEET EAST OF AND
 PM0146'ACROSS A SIDE TRACK FROM THE EAST RAIL OF THE MAIN TRACK, 19.5
 PM0146'FEET SOUTH OF A SWITCH STAND AT THE SOUTH END OF A SWITCH YARD,
 PM0146'6.3 FEET EAST OF THE EAST RAIL OF A SIDE TRACK, SET IN THE TOP
 PM0146'OF THE SOUTHWEST CORNER OF THE MOST SOUTHERLY ONE OF TWO 24-BY-24
 PM0146'INCH CONCRETE FOR OVERHEAD SIGNAL BRIDGE (BRIDGE REMOVED), AND
 PM0146'FLUSH WITH THE LEVEL OF THE GROUND.  SEC 36, T 19 N, R 23 E.
 PM0146
 PM0146                          STATION RECOVERY (2001)
 PM0146
 PM0146'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PM0146'THE STATION IS LOCATED IN MANITOWOC. OWNERSHIP--FOX VALLEY AND
 PM0146'WESTERN RAILROAD.  TO REACH THE STATION FROM THE JUNCTION OF
 PM0146'INTERSTATE HIGHWAY 43 WITH US HIGHWAY 151 (CALUMET AVENUE) ABOUT 5 KM
 PM0146'SOUTHWEST OF THE CITY OF MANITOWOC, GO EAST ON US HIGHWAY 151
 PM0146'(CALUMET AVENUE) FOR 1.6 KM TO DEWEY ROAD ON THE RIGHT, TURN RIGHT
 PM0146'AND GO EAST ON DEWEY ROAD FOR 1.5 KM TO A RAILROAD OVERPASS AND THE
 PM0146'STATION ON THE LEFT.  THE STATION IS A BRONZE US COAST AND GEODETIC
 PM0146'SURVEY BENCH MARK DISK SET IN THE TOP OF A 61-CM SQUARE CONCRETE
 PM0146'BASE. THE STATION IS 40.0 METERS NORTH OF THE CENTERLINE OF DEWEY
 PM0146'ROAD, 7.4 METERS NORTH OF POWER POLE --450475-- AND 2.0 METERS EAST
 PM0146'OF THE EASTERNMOST RAIL.  ---NOTE---THIS STATION HAS NO VISIBLE
 PM0146'OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 PM0146
 PM0146                          STATION RECOVERY (2003)
 PM0146
 PM0146'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0146'STATION RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 57 FEET
 PM0146'NORTH OF A BILLBOARD SIGN, 32 FEET NORTH-NORTHWEST OF A METAL HIGH
 PM0146'TENSION POLE NUMBER 4J0475, AND 19 FEET NORTH OF A RAILROAD SWITCH
 PM0146'PEDESTAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0164 ***********************************************************************
 PN0164  DESIGNATION -  N 89
 PN0164  PID         -  PN0164
 PN0164  STATE/COUNTY-  WI/BROWN
 PN0164  USGS QUAD   -  DE PERE (1992)
 PN0164
 PN0164                         *CURRENT SURVEY CONTROL
 PN0164  ___________________________________________________________________
 PN0164* NAD 83(1986)-  44 29 11.     (N)    088 00 07.     (W)     SCALED    
 PN0164* NAVD 88     -       182.859  (meters)     599.93   (feet)  ADJUSTED  
 PN0164  ___________________________________________________________________
 PN0164  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 PN0164  DYNAMIC HT  -         182.837 (meters)     599.86  (feet)  COMP
 PN0164  MODELED GRAV-     980,490.0   (mgal)                       NAVD 88
 PN0164
 PN0164  VERT ORDER  -  FIRST     CLASS 0
 PN0164
 PN0164.The horizontal coordinates were scaled from a topographic map and have
 PN0164.an estimated accuracy of +/- 6 seconds.
 PN0164
 PN0164.The orthometric height was determined by differential leveling
 PN0164.and adjusted by the National Geodetic Survey in June 1991..
 PN0164
 PN0164.The geoid height was determined by GEOID03.
 PN0164
 PN0164.The dynamic height is computed by dividing the NAVD 88
 PN0164.geopotential number by the normal gravity value computed on the
 PN0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0164.degrees latitude (g = 980.6199 gals.).
 PN0164
 PN0164.The modeled gravity was interpolated from observed gravity values.
 PN0164
 PN0164;                    North         East    Units  Estimated Accuracy
 PN0164;SPC WI C     -    74,520.      758,920.      MT  (+/- 180 meters Scaled)
 PN0164
 PN0164                          SUPERSEDED SURVEY CONTROL
 PN0164
 PN0164  NGVD 29 (??/??/92)  182.883  (m)          600.01   (f) ADJ UNCH    2 0
 PN0164
 PN0164.Superseded values are not recommended for survey control.
 PN0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0164.See file dsdata.txt to determine how the superseded data were derived.
 PN0164
 PN0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ203263(NAD 83)
 PN0164_MARKER: DB = BENCH MARK DISK
 PN0164_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PN0164_SP_SET: BRIDGE ABUTMENT
 PN0164_STAMPING: N 89 1934
 PN0164_MARK LOGO: CGS   
 PN0164_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PN0164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PN0164+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2005
 PN0164
 PN0164  HISTORY     - Date     Condition        Report By
 PN0164  HISTORY     - 1934     MONUMENTED       CGS
 PN0164  HISTORY     - 1972     GOOD             NGS
 PN0164  HISTORY     - 19940509 GOOD             WI-009
 PN0164  HISTORY     - 20021116 GOOD             USPSQD
 PN0164  HISTORY     - 20050609 GOOD             USPSQD
 PN0164  HISTORY     - 20050808 GOOD             WIDT
 PN0164
 PN0164                          STATION DESCRIPTION
 PN0164
 PN0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 PN0164'2.9 MI SE FROM GREEN BAY.
 PN0164'ABOUT 2.9 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 PN0164'RAILWAY FROM THE GREEN BAY AND WESTERN STATION AT GREEN BAY,
 PN0164'6 POLES NORTHWEST OF MILEPOST 111, AT THE SOUTHEAST END OF A
 PN0164'172 FOOT LONG BRIDGE OVER THE EAST RIVER, 5.5 FEET SOUTHWEST
 PN0164'OF THE SOUTHWEST RAIL, SET IN THE TOP OF THE SOUTHWEST END OF
 PN0164'THE SOUTHEAST CONCRETE ABUTMENT OF THE BRIDGE AND 1 FOOT BELOW
 PN0164'THE LEVEL OF THE TRACK.  SEC 11, T24N, R21E.
 PN0164
 PN0164                          STATION RECOVERY (1994)
 PN0164
 PN0164'RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
 PN0164'RECOVERED AS DESCRIBED.
 PN0164
 PN0164                          STATION RECOVERY (2002)
 PN0164
 PN0164'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0164'RECOVERED IN GOOD CONDITION.
 PN0164
 PN0164                          STATION RECOVERY (2005)
 PN0164
 PN0164'RECOVERY NOTE BY US POWER SQUADRON 2005
 PN0164'RECOVERED IN GOOD CONDITION.
 PN0164
 PN0164                          STATION RECOVERY (2005)
 PN0164
 PN0164'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (CAK)
 PN0164'RECOVERED IN GOOD CONDITION.  ADD--THE STATION IS 0.7 M NORTH OF AN
 PN0164'ORANGE FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0092 ***********************************************************************
 PO0092  DESIGNATION -  N 9
 PO0092  PID         -  PO0092
 PO0092  STATE/COUNTY-  WI/JUNEAU
 PO0092  USGS QUAD   -  FINLEY (1969)
 PO0092
 PO0092                         *CURRENT SURVEY CONTROL
 PO0092  ___________________________________________________________________
 PO0092* NAD 83(1986)-  44 09 50.     (N)    090 07 55.     (W)     SCALED    
 PO0092* NAVD 88     -       285.343  (meters)     936.16   (feet)  ADJUSTED  
 PO0092  ___________________________________________________________________
 PO0092  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 PO0092  DYNAMIC HT  -         285.286 (meters)     935.98  (feet)  COMP
 PO0092  MODELED GRAV-     980,409.8   (mgal)                       NAVD 88
 PO0092
 PO0092  VERT ORDER  -  FIRST     CLASS II
 PO0092
 PO0092.The horizontal coordinates were scaled from a topographic map and have
 PO0092.an estimated accuracy of +/- 6 seconds.
 PO0092
 PO0092.The orthometric height was determined by differential leveling
 PO0092.and adjusted by the National Geodetic Survey in June 1991..
 PO0092
 PO0092.The geoid height was determined by GEOID03.
 PO0092
 PO0092.The dynamic height is computed by dividing the NAVD 88
 PO0092.geopotential number by the normal gravity value computed on the
 PO0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0092.degrees latitude (g = 980.6199 gals.).
 PO0092
 PO0092.The modeled gravity was interpolated from observed gravity values.
 PO0092
 PO0092;                    North         East    Units  Estimated Accuracy
 PO0092;SPC WI S     -   240,410.      589,450.      MT  (+/- 180 meters Scaled)
 PO0092
 PO0092                          SUPERSEDED SURVEY CONTROL
 PO0092
 PO0092  NGVD 29 (??/??/92)  285.356  (m)          936.21   (f) ADJ UNCH    1 2
 PO0092
 PO0092.Superseded values are not recommended for survey control.
 PO0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0092.See file dsdata.txt to determine how the superseded data were derived.
 PO0092
 PO0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ293940(NAD 83)
 PO0092_MARKER: DB = BENCH MARK DISK
 PO0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PO0092_STAMPING: N 9 1930
 PO0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0092+STABILITY: SURFACE MOTION
 PO0092
 PO0092  HISTORY     - Date     Condition        Report By
 PO0092  HISTORY     - 1930     MONUMENTED       CGS
 PO0092  HISTORY     - 1958     MARK NOT FOUND   USGS
 PO0092  HISTORY     - 1985     MARK NOT FOUND   NGS
 PO0092
 PO0092                          STATION DESCRIPTION
 PO0092
 PO0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 PO0092'1 MI N FROM SPRAGUE.
 PO0092'1.04 MILES NORTH (ALONG RAILROAD) ON THE CHICAGO, MILWAUKEE AND
 PO0092'ST. PAUL RAILROAD, 1.04 MILES NORTH OF THE DEPOT AT SPRAGUE,
 PO0092'AT THE NORTH EAST CORNER OF THE INTERSECTION OF A DIRT ROAD AND
 PO0092'THE RAILROAD, 52 FEET NORTH OF THE DIRT ROAD, 300 FEET NORTH OF
 PO0092'THE SIGN STATION ONE MILE, AND 36 FEET EAST OF THE EAST AND
 PO0092'NEAREST RAIL, STANDARD BRONZE DISC SET IN CONCRETE MONUMENT.
 PO0092
 PO0092                          STATION RECOVERY (1958)
 PO0092
 PO0092'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 PO0092'MARK NOT FOUND.
 PO0092
 PO0092                          STATION RECOVERY (1985)
 PO0092
 PO0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PO0092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0197 ***********************************************************************
 PN0197  DESIGNATION -  N 91
 PN0197  PID         -  PN0197
 PN0197  STATE/COUNTY-  WI/CALUMET
 PN0197  USGS QUAD   -  HILBERT (1992)
 PN0197
 PN0197                         *CURRENT SURVEY CONTROL
 PN0197  ___________________________________________________________________
 PN0197* NAD 83(1986)-  44 08 21.     (N)    088 09 37.     (W)     SCALED    
 PN0197* NAVD 88     -       255.778  (meters)     839.16   (feet)  ADJUSTED  
 PN0197  ___________________________________________________________________
 PN0197  GEOID HEIGHT-         -36.03  (meters)                     GEOID03
 PN0197  DYNAMIC HT  -         255.733 (meters)     839.02  (feet)  COMP
 PN0197  MODELED GRAV-     980,438.2   (mgal)                       NAVD 88
 PN0197
 PN0197  VERT ORDER  -  SECOND    CLASS 0
 PN0197
 PN0197.The horizontal coordinates were scaled from a topographic map and have
 PN0197.an estimated accuracy of +/- 6 seconds.
 PN0197
 PN0197.The orthometric height was determined by differential leveling
 PN0197.and adjusted by the National Geodetic Survey in June 1991..
 PN0197
 PN0197.The geoid height was determined by GEOID03.
 PN0197
 PN0197.The dynamic height is computed by dividing the NAVD 88
 PN0197.geopotential number by the normal gravity value computed on the
 PN0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0197.degrees latitude (g = 980.6199 gals.).
 PN0197
 PN0197.The modeled gravity was interpolated from observed gravity values.
 PN0197
 PN0197;                    North         East    Units  Estimated Accuracy
 PN0197;SPC WI S     -   239,270.      747,200.      MT  (+/- 180 meters Scaled)
 PN0197
 PN0197                          SUPERSEDED SURVEY CONTROL
 PN0197
 PN0197  NGVD 29 (??/??/92)  255.787  (m)          839.19   (f) ADJ UNCH    2 0
 PN0197
 PN0197.Superseded values are not recommended for survey control.
 PN0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0197.See file dsdata.txt to determine how the superseded data were derived.
 PN0197
 PN0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDP071879(NAD 83)
 PN0197_MARKER: DB = BENCH MARK DISK
 PN0197_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PN0197_SP_SET: BUILDING
 PN0197_STAMPING: N 91 1934
 PN0197_MARK LOGO: CGS   
 PN0197_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN0197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0197_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0197+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2005
 PN0197
 PN0197  HISTORY     - Date     Condition        Report By
 PN0197  HISTORY     - 1934     MONUMENTED       CGS
 PN0197  HISTORY     - 19950429 GOOD             USPSQD
 PN0197  HISTORY     - 20010523 GOOD             WIDT
 PN0197  HISTORY     - 20011203 GOOD             NGS
 PN0197  HISTORY     - 20030630 GOOD             USPSQD
 PN0197  HISTORY     - 20050817 GOOD             WIDT
 PN0197
 PN0197                          STATION DESCRIPTION
 PN0197
 PN0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0197'AT HILBERT.
 PN0197'AT HILBERT ALONG EAST MAIN STREET AT HILBERT STATE BANK, 120 FEET
 PN0197'WEST OF MILWAUKEE RAILROAD.  SET VERTICALLY IN SANDSTONE BLOCK,
 PN0197'4 FEET WEST OF WEST SIDE OF NORTH ENTRANCE, 3 1/2 FEET ABOVE
 PN0197'SIDEWALK.
 PN0197
 PN0197                          STATION RECOVERY (1995)
 PN0197
 PN0197'RECOVERY NOTE BY US POWER SQUADRON 1995
 PN0197'RECOVERED IN GOOD CONDITION.
 PN0197
 PN0197                          STATION RECOVERY (2001)
 PN0197
 PN0197'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 PN0197'THE STATION IS LOCATED ABOUT 25 KM SOUTHEAST OF APPLETON, 41 KM
 PN0197'WEST-NORTHWEST OF MANITOWOC AND 43 KM SOUTHWEST OF GREEN BAY.
 PN0197'OWNERSHIP--VILLAGE OF HILBERT.    TO REACH THE STATION FROM THE
 PN0197'JUNCTION OF STATE HIGHWAY 114 AND STATE HIGHWAY 32 IN THE VILLAGE OF
 PN0197'HILBERT, GO SOUTH ON STATE HIGHWAY 32 FOR 0.1 KM T0 EAST MAIN STREET
 PN0197'ON THE LEFT, TURN LEFT AND GO EAST ON EAST MAIN STREET FOR 0.3 KM TO
 PN0197'THE STATION ON THE RIGHT.  THE STATION IS A US COAST AND GEODETIC
 PN0197'SURVEY BRONZE DISK STAMPED --N 91 1934-- MOUNTED VERTICALLY IN THE
 PN0197'NORTH WALL OF THE --STATE BANK-- BUILDING, 1.1 METERS ABOVE STREET
 PN0197'LEVEL.    THE STATION IS 10.1 METERS SOUTH OF THE CENTERLINE OF EAST
 PN0197'MAIN STREET, 48.9 METERS EAST OF THE CENTERLINE OF THE RAILROAD
 PN0197'TRACKS, 19.9 METERS SOUTH OF A FIRE HYDRANT AND 14.2 METERS EAST OF
 PN0197'THE CENTERLINE OF FIFTH STREET.
 PN0197
 PN0197                          STATION RECOVERY (2001)
 PN0197
 PN0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PN0197'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PN0197
 PN0197                          STATION RECOVERY (2003)
 PN0197
 PN0197'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0197'STATION RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 2 FEET WEST
 PN0197'OF THE PILLAR ON THE WEST SIDE OF THE ENTRANCE, 3.5 FEET ABOVE
 PN0197'PAVEMENT LEVEL.
 PN0197
 PN0197                          STATION RECOVERY (2005)
 PN0197
 PN0197'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PN0197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0178 ***********************************************************************
 PN0178  DESIGNATION -  N 92
 PN0178  PID         -  PN0178
 PN0178  STATE/COUNTY-  WI/CALUMET
 PN0178  USGS QUAD   -  SHERWOOD (1992)
 PN0178
 PN0178                         *CURRENT SURVEY CONTROL
 PN0178  ___________________________________________________________________
 PN0178* NAD 83(1986)-  44 12 30.     (N)    088 22 24.     (W)     SCALED    
 PN0178* NAVD 88     -       230.005  (meters)     754.61   (feet)  ADJUSTED  
 PN0178  ___________________________________________________________________
 PN0178  GEOID HEIGHT-         -36.24  (meters)                     GEOID03
 PN0178  DYNAMIC HT  -         229.965 (meters)     754.48  (feet)  COMP
 PN0178  MODELED GRAV-     980,440.1   (mgal)                       NAVD 88
 PN0178
 PN0178  VERT ORDER  -  SECOND    CLASS 0
 PN0178
 PN0178.The horizontal coordinates were scaled from a topographic map and have
 PN0178.an estimated accuracy of +/- 6 seconds.
 PN0178
 PN0178.The orthometric height was determined by differential leveling
 PN0178.and adjusted by the National Geodetic Survey in June 1991..
 PN0178
 PN0178.The geoid height was determined by GEOID03.
 PN0178
 PN0178.The dynamic height is computed by dividing the NAVD 88
 PN0178.geopotential number by the normal gravity value computed on the
 PN0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0178.degrees latitude (g = 980.6199 gals.).
 PN0178
 PN0178.The modeled gravity was interpolated from observed gravity values.
 PN0178
 PN0178;                    North         East    Units  Estimated Accuracy
 PN0178;SPC WI S     -   246,600.      730,010.      MT  (+/- 180 meters Scaled)
 PN0178
 PN0178                          SUPERSEDED SURVEY CONTROL
 PN0178
 PN0178  NGVD 29 (??/??/92)  230.032  (m)          754.70   (f) ADJ UNCH    2 0
 PN0178
 PN0178.Superseded values are not recommended for survey control.
 PN0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0178.See file dsdata.txt to determine how the superseded data were derived.
 PN0178
 PN0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP902959(NAD 83)
 PN0178_MARKER: DB = BENCH MARK DISK
 PN0178_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PN0178_SP_SET: CULVERT
 PN0178_STAMPING: N-92 1934
 PN0178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PN0178
 PN0178  HISTORY     - Date     Condition        Report By
 PN0178  HISTORY     - 1934     MONUMENTED       CGS
 PN0178  HISTORY     - 1966     MARK NOT FOUND   LOCENG
 PN0178
 PN0178                          STATION DESCRIPTION
 PN0178
 PN0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0178'3.6 MI E FROM MENASHA.
 PN0178'3.6 MILES EAST OF DEPOT AT ALONG THE MINNEAPOLIS, ST PAUL AND
 PN0178'SOO STE MARIE RAILROAD (TRACK OWNED BY C M ST AND P RWY) TO
 PN0178'PRIVATE CROSSING BUILT UP FROM CINDERS, THENCE DUE NORTH 175
 PN0178'FEET TO U.S. HIWAY 10 AND A 12 FOOT CONCRETE CULVERT.  SET IN
 PN0178'THE WEST END OF THE SOUTH CONCRETE HEADWALL, 1 FOOT ABOVE HIWAY
 PN0178'LEVEL.
 PN0178
 PN0178                          STATION RECOVERY (1966)
 PN0178
 PN0178'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966
 PN0178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0446 ***********************************************************************
 PN0446  DESIGNATION -  N 93
 PN0446  PID         -  PN0446
 PN0446  STATE/COUNTY-  WI/WAUPACA
 PN0446  USGS QUAD   -  WAUPACA (1992)
 PN0446
 PN0446                         *CURRENT SURVEY CONTROL
 PN0446  ___________________________________________________________________
 PN0446* NAD 83(1986)-  44 21 07.     (N)    089 01 46.     (W)     SCALED    
 PN0446* NAVD 88     -       253.581  (meters)     831.96   (feet)  ADJUSTED  
 PN0446  ___________________________________________________________________
 PN0446  GEOID HEIGHT-         -36.37  (meters)                     GEOID03
 PN0446  DYNAMIC HT  -         253.536 (meters)     831.81  (feet)  COMP
 PN0446  MODELED GRAV-     980,438.9   (mgal)                       NAVD 88
 PN0446
 PN0446  VERT ORDER  -  FIRST     CLASS II
 PN0446
 PN0446.The horizontal coordinates were scaled from a topographic map and have
 PN0446.an estimated accuracy of +/- 6 seconds.
 PN0446
 PN0446.The orthometric height was determined by differential leveling
 PN0446.and adjusted by the National Geodetic Survey in June 1991..
 PN0446
 PN0446.The geoid height was determined by GEOID03.
 PN0446
 PN0446.The dynamic height is computed by dividing the NAVD 88
 PN0446.geopotential number by the normal gravity value computed on the
 PN0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0446.degrees latitude (g = 980.6199 gals.).
 PN0446
 PN0446.The modeled gravity was interpolated from observed gravity values.
 PN0446
 PN0446;                    North         East    Units  Estimated Accuracy
 PN0446;SPC WI C     -    58,090.      677,380.      MT  (+/- 180 meters Scaled)
 PN0446
 PN0446                          SUPERSEDED SURVEY CONTROL
 PN0446
 PN0446  NGVD 29 (??/??/92)  253.593  (m)          832.00   (f) ADJ UNCH    1 2
 PN0446
 PN0446.Superseded values are not recommended for survey control.
 PN0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0446.See file dsdata.txt to determine how the superseded data were derived.
 PN0446
 PN0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ382129(NAD 83)
 PN0446_MARKER: DB = BENCH MARK DISK
 PN0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0446_STAMPING: N-93 1934
 PN0446_MARK LOGO: CGS   
 PN0446_PROJECTION: FLUSH
 PN0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0446+STABILITY: SURFACE MOTION
 PN0446
 PN0446  HISTORY     - Date     Condition        Report By
 PN0446  HISTORY     - 1934     MONUMENTED       CGS
 PN0446  HISTORY     - 1969     GOOD             USGS
 PN0446  HISTORY     - 1985     GOOD             NGS
 PN0446  HISTORY     - 20030702 MARK NOT FOUND   USPSQD
 PN0446
 PN0446                          STATION DESCRIPTION
 PN0446
 PN0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0446'3.1 MI E FROM WAUPACA.
 PN0446'3.1 MILES EAST OF CITY JAIL AT WAUPACA ALONG THE MINNEAPOLIS,
 PN0446'ST PAUL AND SAULT STE MARIE RAILROAD AT 22 HIWAY OVERPASS, 9
 PN0446'POLES WEST OF MILEPOST 218.  SET IN POST, 50 FEET NORTH OF
 PN0446'CENTERLINE OF THE TRACKS, 34 FEET NORTHWEST OF THE WESTERN-MOST
 PN0446'PIER OF OVERPASS ON NORTH SIDE OF TRACKS.  2 FEET SOUTH OF
 PN0446'FENCE LINE AND LEVEL WITH TRACKS.
 PN0446
 PN0446                          STATION RECOVERY (1969)
 PN0446
 PN0446'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 PN0446'RECOVERED IN GOOD CONDITION.
 PN0446
 PN0446                          STATION RECOVERY (1985)
 PN0446
 PN0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PN0446'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--15.9
 PN0446'M (52.2 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 54, AND 0.7 M
 PN0446'(2.3 FT) SOUTHEAST OF A WITNESS POST.
 PN0446
 PN0446                          STATION RECOVERY (2003)
 PN0446
 PN0446'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0446'NOT FOUND.  THE OVERPASS WAS REBUILT IN 1990.  NEW EMBANKMENTS MAY
 PN0446'HAVE COVERED THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0141 ***********************************************************************
 OM0141  DESIGNATION -  N 94
 OM0141  PID         -  OM0141
 OM0141  STATE/COUNTY-  WI/FOND DU LAC
 OM0141  USGS QUAD   -  RIPON (1980)
 OM0141
 OM0141                         *CURRENT SURVEY CONTROL
 OM0141  ___________________________________________________________________
 OM0141* NAD 83(1986)-  43 50 57.     (N)    088 50 30.     (W)     SCALED    
 OM0141* NAVD 88     -       275.963  (meters)     905.39   (feet)  ADJUSTED  
 OM0141  ___________________________________________________________________
 OM0141  GEOID HEIGHT-         -35.96  (meters)                     GEOID03
 OM0141  DYNAMIC HT  -         275.903 (meters)     905.19  (feet)  COMP
 OM0141  MODELED GRAV-     980,396.6   (mgal)                       NAVD 88
 OM0141
 OM0141  VERT ORDER  -  SECOND    CLASS 0
 OM0141
 OM0141.The horizontal coordinates were scaled from a topographic map and have
 OM0141.an estimated accuracy of +/- 6 seconds.
 OM0141
 OM0141.The orthometric height was determined by differential leveling
 OM0141.and adjusted by the National Geodetic Survey in June 1991..
 OM0141
 OM0141.The geoid height was determined by GEOID03.
 OM0141
 OM0141.The dynamic height is computed by dividing the NAVD 88
 OM0141.geopotential number by the normal gravity value computed on the
 OM0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0141.degrees latitude (g = 980.6199 gals.).
 OM0141
 OM0141.The modeled gravity was interpolated from observed gravity values.
 OM0141
 OM0141;                    North         East    Units  Estimated Accuracy
 OM0141;SPC WI S     -   206,080.      693,130.      MT  (+/- 180 meters Scaled)
 OM0141
 OM0141                          SUPERSEDED SURVEY CONTROL
 OM0141
 OM0141  NGVD 29 (??/??/92)  275.988  (m)          905.47   (f) ADJ UNCH    2 0
 OM0141
 OM0141.Superseded values are not recommended for survey control.
 OM0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0141.See file dsdata.txt to determine how the superseded data were derived.
 OM0141
 OM0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP519567(NAD 83)
 OM0141_MARKER: DB = BENCH MARK DISK
 OM0141_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OM0141_SP_SET: OVERPASS
 OM0141_STAMPING: N 94 1934
 OM0141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM0141
 OM0141  HISTORY     - Date     Condition        Report By
 OM0141  HISTORY     - 1934     MONUMENTED       CGS
 OM0141
 OM0141                          STATION DESCRIPTION
 OM0141
 OM0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OM0141'AT RIPON.
 OM0141'AT RIPON, FOND DU LAC COUNTY, ON THE CHICAGO AND NORTH WESTERN
 OM0141'RAILWAY, 0.3 MILE NORTHWEST OF THE STATION, AT OVERPASS 1014,
 OM0141'IN THE TOP OF THE SOUTHWEST SIDE OF THE NORTHWEST ABUTMENT,
 OM0141'4 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND ABOUT 18
 OM0141'INCHES LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED N 94 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0489 ***********************************************************************
 OM0489  DESIGNATION -  N 95
 OM0489  PID         -  OM0489
 OM0489  STATE/COUNTY-  WI/MARQUETTE
 OM0489  USGS QUAD   -  OXFORD (1981)
 OM0489
 OM0489                         *CURRENT SURVEY CONTROL
 OM0489  ___________________________________________________________________
 OM0489* NAD 83(1986)-  43 45 35.     (N)    089 30 13.     (W)     SCALED    
 OM0489* NAVD 88     -       253.985  (meters)     833.28   (feet)  ADJUSTED  
 OM0489  ___________________________________________________________________
 OM0489  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 OM0489  DYNAMIC HT  -         253.927 (meters)     833.09  (feet)  COMP
 OM0489  MODELED GRAV-     980,386.4   (mgal)                       NAVD 88
 OM0489
 OM0489  VERT ORDER  -  SECOND    CLASS 0
 OM0489
 OM0489.The horizontal coordinates were scaled from a topographic map and have
 OM0489.an estimated accuracy of +/- 6 seconds.
 OM0489
 OM0489.The orthometric height was determined by differential leveling
 OM0489.and adjusted by the National Geodetic Survey in June 1991..
 OM0489
 OM0489.The geoid height was determined by GEOID03.
 OM0489
 OM0489.The dynamic height is computed by dividing the NAVD 88
 OM0489.geopotential number by the normal gravity value computed on the
 OM0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM0489.degrees latitude (g = 980.6199 gals.).
 OM0489
 OM0489.The modeled gravity was interpolated from observed gravity values.
 OM0489
 OM0489;                    North         East    Units  Estimated Accuracy
 OM0489;SPC WI S     -   195,610.      639,970.      MT  (+/- 180 meters Scaled)
 OM0489
 OM0489                          SUPERSEDED SURVEY CONTROL
 OM0489
 OM0489  NGVD 29 (??/??/92)  254.016  (m)          833.38   (f) ADJ UNCH    2 0
 OM0489
 OM0489.Superseded values are not recommended for survey control.
 OM0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0489.See file dsdata.txt to determine how the superseded data were derived.
 OM0489
 OM0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP984482(NAD 83)
 OM0489_MARKER: DB = BENCH MARK DISK
 OM0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OM0489_STAMPING: N 95 1934
 OM0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OM0489+STABILITY: SURFACE MOTION
 OM0489
 OM0489  HISTORY     - Date     Condition        Report By
 OM0489  HISTORY     - 1934     MONUMENTED       CGS
 OM0489  HISTORY     - 1943     GOOD             NGS
 OM0489  HISTORY     - 20030430 MARK NOT FOUND   WIDT
 OM0489
 OM0489                          STATION DESCRIPTION
 OM0489
 OM0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OM0489'1.4 MI NW FROM BUFFALO.
 OM0489'1.4 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OM0489'FROM THE STATION AT BUFFALO, MARQUETTE COUNTY, AT THE CROSSING
 OM0489'OF STATE HIGHWAY 135, 79 FEET WEST OF THE CENTERLINE OF THE
 OM0489'HIGHWAY, 15 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 36 FEET
 OM0489'SOUTHEAST OF BLOCK SIGNAL 889, AND ABOUT 6 INCHES LOWER THAN THE
 OM0489'TOP OF THE RAIL.  A STANDARD DISK, STAMPED N 95 1934 AND SET
 OM0489'IN THE TOP OF A CONCRETE POST.
 OM0489
 OM0489                          STATION RECOVERY (2003)
 OM0489
 OM0489'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 OM0489'STATE HIGHWAY 135 APPEARS TO HAVE BEEN ABANDONED AND THE RAILROAD
 OM0489'TRACKS MOVED ONTO THE OLD ROAD GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0473 ***********************************************************************
 PN0473  DESIGNATION -  N 96
 PN0473  PID         -  PN0473
 PN0473  STATE/COUNTY-  WI/PORTAGE
 PN0473  USGS QUAD   -  KELLNER (1970)
 PN0473
 PN0473                         *CURRENT SURVEY CONTROL
 PN0473  ___________________________________________________________________
 PN0473* NAD 83(1986)-  44 21 39.     (N)    089 44 41.     (W)     SCALED    
 PN0473* NAVD 88     -       314.665  (meters)    1032.36   (feet)  ADJUSTED  
 PN0473  ___________________________________________________________________
 PN0473  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 PN0473  DYNAMIC HT  -         314.608 (meters)    1032.18  (feet)  COMP
 PN0473  MODELED GRAV-     980,428.3   (mgal)                       NAVD 88
 PN0473
 PN0473  VERT ORDER  -  SECOND    CLASS 0
 PN0473
 PN0473.The horizontal coordinates were scaled from a topographic map and have
 PN0473.an estimated accuracy of +/- 6 seconds.
 PN0473
 PN0473.The orthometric height was determined by differential leveling
 PN0473.and adjusted by the National Geodetic Survey in June 1991..
 PN0473
 PN0473.The geoid height was determined by GEOID03.
 PN0473
 PN0473.The dynamic height is computed by dividing the NAVD 88
 PN0473.geopotential number by the normal gravity value computed on the
 PN0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0473.degrees latitude (g = 980.6199 gals.).
 PN0473
 PN0473.The modeled gravity was interpolated from observed gravity values.
 PN0473
 PN0473;                    North         East    Units  Estimated Accuracy
 PN0473;SPC WI C     -    58,650.      620,350.      MT  (+/- 180 meters Scaled)
 PN0473
 PN0473                          SUPERSEDED SURVEY CONTROL
 PN0473
 PN0473  NGVD 29 (??/??/92)  314.686  (m)         1032.43   (f) ADJ UNCH    2 0
 PN0473
 PN0473.Superseded values are not recommended for survey control.
 PN0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0473.See file dsdata.txt to determine how the superseded data were derived.
 PN0473
 PN0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ812156(NAD 83)
 PN0473_MARKER: DB = BENCH MARK DISK
 PN0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0473_STAMPING: N-96 1934
 PN0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0473+STABILITY: SURFACE MOTION
 PN0473
 PN0473  HISTORY     - Date     Condition        Report By
 PN0473  HISTORY     - 1934     MONUMENTED       CGS
 PN0473
 PN0473                          STATION DESCRIPTION
 PN0473
 PN0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0473'8.8 MI W FROM KELLNER.
 PN0473'6.8 MILES WEST OF DEPOT AT ALONG THE CHICAGO AND NORTHWESTERN
 PN0473'RAILROAD AT ROAD CROSSING, 4 POLES WEST OF MILEPOLE 135.  SET IN
 PN0473'POST, 46 FEET NORTH OF CENTERLINE OF THE TRACKS, 36 FEET EAST
 PN0473'OF CENTERLINE OF ROAD, 2 FEET SOUTHEAST OF FENCE CORNER AND ABOUT
 PN0473'2 FEET BELOW TRACK LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0427 ***********************************************************************
 PN0427  DESIGNATION -  N 97
 PN0427  PID         -  PN0427
 PN0427  STATE/COUNTY-  WI/WAUSHARA
 PN0427  USGS QUAD   -  WAUTOMA (1968)
 PN0427
 PN0427                         *CURRENT SURVEY CONTROL
 PN0427  ___________________________________________________________________
 PN0427* NAD 83(1986)-  44 02 53.     (N)    089 16 38.     (W)     SCALED    
 PN0427* NAVD 88     -       264.166  (meters)     866.68   (feet)  ADJUSTED  
 PN0427  ___________________________________________________________________
 PN0427  GEOID HEIGHT-         -36.15  (meters)                     GEOID03
 PN0427  DYNAMIC HT  -         264.111 (meters)     866.50  (feet)  COMP
 PN0427  MODELED GRAV-     980,404.8   (mgal)                       NAVD 88
 PN0427
 PN0427  VERT ORDER  -  SECOND    CLASS 0
 PN0427
 PN0427.The horizontal coordinates were scaled from a topographic map and have
 PN0427.an estimated accuracy of +/- 6 seconds.
 PN0427
 PN0427.The orthometric height was determined by differential leveling
 PN0427.and adjusted by the National Geodetic Survey in June 1991..
 PN0427
 PN0427.The geoid height was determined by GEOID03.
 PN0427
 PN0427.The dynamic height is computed by dividing the NAVD 88
 PN0427.geopotential number by the normal gravity value computed on the
 PN0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0427.degrees latitude (g = 980.6199 gals.).
 PN0427
 PN0427.The modeled gravity was interpolated from observed gravity values.
 PN0427
 PN0427;                    North         East    Units  Estimated Accuracy
 PN0427;SPC WI S     -   227,780.      657,920.      MT  (+/- 180 meters Scaled)
 PN0427
 PN0427                          SUPERSEDED SURVEY CONTROL
 PN0427
 PN0427  NGVD 29 (??/??/92)  264.190  (m)          866.76   (f) ADJ UNCH    2 0
 PN0427
 PN0427.Superseded values are not recommended for survey control.
 PN0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0427.See file dsdata.txt to determine how the superseded data were derived.
 PN0427
 PN0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP175797(NAD 83)
 PN0427_MARKER: DB = BENCH MARK DISK
 PN0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN0427_STAMPING: N-97 1934
 PN0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0427+STABILITY: SURFACE MOTION
 PN0427
 PN0427  HISTORY     - Date     Condition        Report By
 PN0427  HISTORY     - 1934     MONUMENTED       CGS
 PN0427  HISTORY     - 1960     MARK NOT FOUND   USGS
 PN0427  HISTORY     - 20040102 MARK NOT FOUND   USPSQD
 PN0427
 PN0427                          STATION DESCRIPTION
 PN0427
 PN0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0427'2.2 MI SE FROM WAUTOMA.
 PN0427'2.2 MILES SOUTHEAST OF VILLAGE HALL AT WAUTOMA ALONG THE CHICAGO
 PN0427'AND NORTHWESTERN RAILROAD AT ROAD CROSSING, 10 POLES NORTHWEST
 PN0427'OF MILEPOLE 97.  SET IN POST, 33 FEET EAST OF CENTERLINE OF
 PN0427'THE TRACKS AT CROSSING, 27 FEET SOUTHEAST OF CENTERLINE OF
 PN0427'ROAD AND 1 FOOT NORTHWEST OF FENCE LINE.  ABOUT 2 FEET ABOVE
 PN0427'LEVEL OF TRACKS.  NOTE-- NEW GRADING AND FENCES MOVED.
 PN0427
 PN0427                          STATION RECOVERY (1960)
 PN0427
 PN0427'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 PN0427'MARK NOT FOUND.
 PN0427
 PN0427                          STATION RECOVERY (2004)
 PN0427
 PN0427'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0427'NOT FOUND.  LOOKED FOR THE STATION AT THE OLD RAILROAD BED CROSSING
 PN0427'1.7 MILES SOUTH OF HIGHWAY 21 ON 17TH DR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0263 ***********************************************************************
 PN0263  DESIGNATION -  N 98
 PN0263  PID         -  PN0263
 PN0263  STATE/COUNTY-  WI/WAUSHARA
 PN0263  USGS QUAD   -  POY SIPPI (1983)
 PN0263
 PN0263                         *CURRENT SURVEY CONTROL
 PN0263  ___________________________________________________________________
 PN0263* NAD 83(1986)-  44 09 56.     (N)    088 59 21.     (W)     SCALED    
 PN0263* NAVD 88     -       236.805  (meters)     776.92   (feet)  ADJUSTED  
 PN0263  ___________________________________________________________________
 PN0263  GEOID HEIGHT-         -36.42  (meters)                     GEOID03
 PN0263  DYNAMIC HT  -         236.759 (meters)     776.77  (feet)  COMP
 PN0263  MODELED GRAV-     980,421.3   (mgal)                       NAVD 88
 PN0263
 PN0263  VERT ORDER  -  SECOND    CLASS 0
 PN0263
 PN0263.The horizontal coordinates were scaled from a topographic map and have
 PN0263.an estimated accuracy of +/- 6 seconds.
 PN0263
 PN0263.The orthometric height was determined by differential leveling
 PN0263.and adjusted by the National Geodetic Survey in June 1991..
 PN0263
 PN0263.The geoid height was determined by GEOID03.
 PN0263
 PN0263.The dynamic height is computed by dividing the NAVD 88
 PN0263.geopotential number by the normal gravity value computed on the
 PN0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0263.degrees latitude (g = 980.6199 gals.).
 PN0263
 PN0263.The modeled gravity was interpolated from observed gravity values.
 PN0263
 PN0263;                    North         East    Units  Estimated Accuracy
 PN0263;SPC WI S     -   241,070.      680,850.      MT  (+/- 180 meters Scaled)
 PN0263
 PN0263                          SUPERSEDED SURVEY CONTROL
 PN0263
 PN0263  NGVD 29 (??/??/92)  236.825  (m)          776.98   (f) ADJ UNCH    2 0
 PN0263
 PN0263.Superseded values are not recommended for survey control.
 PN0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0263.See file dsdata.txt to determine how the superseded data were derived.
 PN0263
 PN0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP409921(NAD 83)
 PN0263_MARKER: DB = BENCH MARK DISK
 PN0263_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 PN0263_SP_SET: BRIDGE PARAPET
 PN0263_STAMPING: N 98 1934
 PN0263_MARK LOGO: CGS   
 PN0263_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN0263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PN0263_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0263+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2006
 PN0263
 PN0263  HISTORY     - Date     Condition        Report By
 PN0263  HISTORY     - 1934     MONUMENTED       CGS
 PN0263  HISTORY     - 20000725 GOOD             WIDT
 PN0263  HISTORY     - 20040102 GOOD             USPSQD
 PN0263  HISTORY     - 20050608 GOOD             WIDT
 PN0263  HISTORY     - 20060818 GOOD             USPSQD
 PN0263
 PN0263                          STATION DESCRIPTION
 PN0263
 PN0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PN0263'2.1 MI N FROM POY SIPPI.
 PN0263'2.1 MILES NORTH OF ALONG 49 HIWAY AT CONCRETE BRIDGE.  SET IN
 PN0263'CENTER OF THE EAST HEADWALL, ONE FOOT ABOVE SURFACE OF ROAD.
 PN0263
 PN0263                          STATION RECOVERY (2000)
 PN0263
 PN0263'RECOVERY NOTE BY WI DEPT OF TRANSP 2000 (DJH)
 PN0263'THE STATION IS LOCATED ABOUT 40 KM NORTHWEST OF OSHKOSH, 14 KM
 PN0263'SOUTHWEST OF FREMONT AND 6 KM NORTH OF POY SIPPI.
 PN0263'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 PN0263'STATION FROM THE JUNCTION OF STATE HIGHWAY 21 WITH STATE HIGHWAY 49
 PN0263'ABOUT 8 KM NORTH OF THE CITY OF BERLIN, GO NORTH ON STATE HIGHWAY 49
 PN0263'FOR 14.5 KM TO A STATE HIGHWAY 49 BRIDGE AND THE STATION ON THE
 PN0263'RIGHT.    THE STATION IS A BRONZE US COAST AND GEODETIC SURVEY BENCH
 PN0263'MARK DISK SET IN THE TOP OF A BRIDGE PARAPET AND ABOUT 0.3 M ABOVE
 PN0263'THE HIGHWAY PAVEMENT.  THE STATION IS 7.0 M EAST OF THE CENTERLINE OF
 PN0263'STATE HIGHWAY 49, 1.1 KM NORTH OF THE CENTERLINE OF BADGER AVENUE,
 PN0263'0.6 KM SOUTH OF THE CENTERLINE OF ASPEN AVENUE,  AND 20.4 M SOUTHWEST
 PN0263'OF TELEPHONE PEDESTAL--318650--. ---NOTE---THIS STATION HAS NO
 PN0263'VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 20 DEGREES ABOVE THE
 PN0263'HORIZON EXCEPT FOR TREES TO THE EAST EXTENDING TO 35 DEGREES.
 PN0263
 PN0263                          STATION RECOVERY (2004)
 PN0263
 PN0263'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 PN0263'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 9.5 FEET SOUTH OF
 PN0263'THE NORTHERN END AND 9.5 FEET NORTH OF THE SOUTHERN END AND 0.5 FOOT
 PN0263'NORTH OF THE CENTER GUARD RAIL SUPPORT ON THE BRIDGE DECK.
 PN0263
 PN0263                          STATION RECOVERY (2005)
 PN0263
 PN0263'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 PN0263'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 2.2 M SOUTH OF A
 PN0263'WHITE PLASTIC WITNESS POST.
 PN0263
 PN0263                          STATION RECOVERY (2006)
 PN0263
 PN0263'RECOVERY NOTE BY US POWER SQUADRON 2006
 PN0263'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NH1027 ***********************************************************************
 NH1027  DESIGNATION -  N PRAIRIE PET DAIRY PROD STK
 NH1027  PID         -  NH1027
 NH1027  STATE/COUNTY-  WI/WAUKESHA
 NH1027  USGS QUAD   -  EAGLE (1976)
 NH1027
 NH1027                         *CURRENT SURVEY CONTROL
 NH1027  ___________________________________________________________________
 NH1027* NAD 83(1991)-  42 56 14.56179(N)    088 24 07.32858(W)     ADJUSTED  
 NH1027* NAVD 88     -                                                        
 NH1027  ___________________________________________________________________
 NH1027  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 NH1027  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 NH1027
 NH1027  HORZ ORDER  -  THIRD
 NH1027
 NH1027.The horizontal coordinates were established by classical geodetic methods
 NH1027.and adjusted by the National Geodetic Survey in November 1991..
 NH1027
 NH1027
 NH1027.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1027
 NH1027.The geoid height was determined by GEOID03.
 NH1027
 NH1027;                    North         East     Units Scale Factor Converg.
 NH1027;SPC WI S     -   105,383.672   730,419.267   MT  0.99996512   +1 05 52.7
 NH1027;SPC WI S     -   345,746.26  2,396,383.88   sFT  0.99996512   +1 05 52.7
 NH1027;UTM  16      - 4,754,814.319   385,605.553   MT  0.99976099   -0 57 18.6
 NH1027
 NH1027                          SUPERSEDED SURVEY CONTROL
 NH1027
 NH1027  NAD 83(1986)-  42 56 14.55435(N)    088 24 07.33751(W) AD(       ) 4
 NH1027  NAD 27      -  42 56 14.51300(N)    088 24 06.98900(W) AD(       ) 3
 NH1027
 NH1027.Superseded values are not recommended for survey control.
 NH1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1027.See file dsdata.txt to determine how the superseded data were derived.
 NH1027
 NH1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8560654814(NAD 83)
 NH1027_MARKER: 63 = STACK
 NH1027
 NH1027  HISTORY     - Date     Condition        Report By
 NH1027  HISTORY     - 1957     FIRST OBSERVED   CGS
 NH1027  HISTORY     - 20021216 MARK NOT FOUND   USPSQD
 NH1027
 NH1027                          STATION DESCRIPTION
 NH1027
 NH1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1027'THE STATION IS THE CENTER OF THE TOP OF THE STACK, WHICH
 NH1027'IS 150 FEET HIGH AND MADE OF YELLOW COLORED BRICK.  THE STACK
 NH1027'IS ON THE SOUTHEAST END OF THE DAIRY PLANT, WHICH IS LOCATED
 NH1027'IN THE EAST SECTION OF NORTH PRAIRIE.
 NH1027'
 NH1027'TO REACH THE STACK FROM THE INTERSECTION OF NORTH HARRISON
 NH1027'STREET AND WEST MOREY ROAD, GO EAST ON WEST MOREY ROAD FOR
 NH1027'0.05 MILE TO THE PLANT ON THE RIGHT.
 NH1027
 NH1027                          STATION RECOVERY (2002)
 NH1027
 NH1027'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 NH1027'NOT FOUND.  THE STACK WAS TORN DOWN AND A NEW BUILDING BUILT IN 1997
 NH1027'AND OCCUPIED BY D AND D PRODUCTS AT 200 N. HARRISON STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0816 ***********************************************************************
 RM0816  DESIGNATION -  NAMEKAGON
 RM0816  PID         -  RM0816
 RM0816  STATE/COUNTY-  WI/BAYFIELD
 RM0816  USGS QUAD   -  NAMEKAGON LAKE (1975)
 RM0816
 RM0816                         *CURRENT SURVEY CONTROL
 RM0816  ___________________________________________________________________
 RM0816* NAD 83(1991)-  46 11 00.91306(N)    091 06 07.52992(W)     ADJUSTED  
 RM0816* NAVD 88     -       491.37   (+/-2cm)    1612.1    (feet)  VERTCON   
 RM0816  ___________________________________________________________________
 RM0816  LAPLACE CORR-          -8.39  (seconds)                    DEFLEC99
 RM0816  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 RM0816
 RM0816  HORZ ORDER  -  THIRD
 RM0816  VERT ORDER  -  THIRD ? (See Below)
 RM0816
 RM0816.The horizontal coordinates were established by classical geodetic methods
 RM0816.and adjusted by the National Geodetic Survey in November 1991..
 RM0816
 RM0816.The NAVD 88 height was computed by applying the VERTCON shift value to
 RM0816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RM0816.The vertical order pertains to the NGVD 29 superseded value.
 RM0816
 RM0816.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0816
 RM0816.The geoid height was determined by GEOID03.
 RM0816
 RM0816;                    North         East     Units Scale Factor Converg.
 RM0816;SPC WI N     -   113,615.307   514,918.512   MT  0.99994538   -0 47 42.1
 RM0816;SPC WI N     -   372,752.89  1,689,361.82   sFT  0.99994538   -0 47 42.1
 RM0816;UTM  15      - 5,116,196.356   646,471.570   MT  0.99986373   +1 22 10.9
 RM0816
 RM0816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0816!SPC WI N     -   0.99992761  x   0.99994538  =   0.99987300
 RM0816!UTM  15      -   0.99992761  x   0.99986373  =   0.99979135
 RM0816
 RM0816|---------------------------------------------------------------------|
 RM0816| PID    Reference Object                     Distance      Geod. Az  |
 RM0816|                                                           dddmmss.s |
 RM0816| CJ3385 NAMEKAGON RM 1                       26.332 METERS 06547     |
 RM0816| RM0820 SEELEY                              APPROX.14.6 KM 2541826.3 |
 RM0816| CJ3386 NAMEKAGON RM 2                       25.673 METERS 34620     |
 RM0816|---------------------------------------------------------------------|
 RM0816
 RM0816                          SUPERSEDED SURVEY CONTROL
 RM0816
 RM0816  NAD 83(1986)-  46 11 00.90812(N)    091 06 07.52539(W) AD(       ) 3
 RM0816  NAD 27      -  46 11 01.05000(N)    091 06 06.88700(W) AD(       ) 3
 RM0816  NGVD 29 (07/19/86)  491.37   (m)         1612.1    (f) LEVELING    3  
 RM0816
 RM0816.Superseded values are not recommended for survey control.
 RM0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0816.See file dsdata.txt to determine how the superseded data were derived.
 RM0816
 RM0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM4647216196(NAD 83)
 RM0816_MARKER: DS = TRIANGULATION STATION DISK
 RM0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0816
 RM0816  HISTORY     - Date     Condition        Report By
 RM0816  HISTORY     - 1952     MONUMENTED       CGS
 RM0816  HISTORY     - 1970     GOOD             USGS
 RM0816  HISTORY     - 19910514 MARK NOT FOUND   USPSQD
 RM0816
 RM0816                          STATION DESCRIPTION
 RM0816
 RM0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 RM0816'THE STATION IS LOCATED ABOUT 9 MILES EAST-SOUTHEAST OF CABLE,
 RM0816'9 MILES WEST OF CLAM LAKE, 2 MILES NORTH OF THE SAWYER-BAYFIELD
 RM0816'COUNTY LINE AND 1-1/2 MILES SOUTH OF NAMEKAGON LAKE.
 RM0816'
 RM0816'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 63 AND
 RM0816'COUNTY ROAD D IN CABLE, GO EAST ON COUNTY ROAD D FOR 10.3
 RM0816'MILES TO A CURVE TO THE LEFT AND A GRAVEL SIDE ROAD GOING
 RM0816'SOUTH, TURN RIGHT ON THE BLADED GRAVEL ROAD AND GO SOUTH
 RM0816'FOR 1.35 MILES TO THE TOP OF A HILL, A 20-FOOT BANK ON THE
 RM0816'LEFT AND THE STATION ON THE HIGHEST POINT OF THE HILL.
 RM0816'
 RM0816'THE STATION MARK, STAMPED NAMEKAGON 1952, IS A STANDARD DISK
 RM0816'SET IN A SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.  IT IS
 RM0816'60 FEET EAST OF THE CENTER OF THE ROAD, 12 FEET SOUTHEAST
 RM0816'OF AN 18-INCH TREE WITH A TRIANGLE BLAZE AND ABOUT 20 FEET
 RM0816'HIGHER THAN THE ROAD.
 RM0816'
 RM0816'REFERENCE MARK NO. 1, STAMPED NAMEKAGON NO 1 1952, IS A
 RM0816'STANDARD DISK SET IN THE TOP OF A 4-INCH IRON PIPE FILLED
 RM0816'WITH CONCRETE.  THE MARK PROJECTS 3 INCHES AND IT IS 2 FEET
 RM0816'LOWER THAN THE STATION.
 RM0816'
 RM0816'REFERENCE MARK NO. 2, STAMPED NAMEKAGON NO 2 1952, IS A
 RM0816'STANDARD DISK SET IN THE TOP OF A 4-INCH IRON PIPE FILLED WITH
 RM0816'CONCRETE THAT PROJECTS 4 INCHES.  IT IS 36 FEET EAST OF THE
 RM0816'CENTER OF THE ROAD, ABOUT 12 FEET HIGHER THAN THE ROAD AND
 RM0816'8 FEET LOWER THAN THE STATION.
 RM0816'
 RM0816'THERE IS NO AVAILABLE SITE FOR AN AZIMUTH MARK AT THIS STATION.
 RM0816'
 RM0816'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
 RM0816
 RM0816                          STATION RECOVERY (1970)
 RM0816
 RM0816'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (RSP)
 RM0816'REVISED DESCRIPTION FOLLOWS--
 RM0816'
 RM0816'CABLE, ABOUT 9.0 MI. E. AND 2.0 MI. S. OF.  IN NW 1/4 SEC.
 RM0816'27, T. 43 N., R. 6 W..  ON SMALL KNOLL BETWEEN OLD FOREST RD. AND
 RM0816'NEW U.S. FOREST RD. 203.  403 FT. WSW. ALONG CENTERLINE OF
 RM0816'OLD RD. AND 85 FT. E. (NORMAL), FROM JCT. OF U.S. FOREST RD,
 RM0816'203 AT OLD RD W.  1.0 FT. W. OF METAL WITNESS POST.  A
 RM0816'STANDARD USC AND GS TABLET STAMPED NAMEKAGON 1952 SET IN CONC.
 RM0816'POST, PROJECTING 2.0 IN. ABOVE GROUND.
 RM0816
 RM0816                          STATION RECOVERY (1991)
 RM0816
 RM0816'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJK)
 RM0816'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0421 ***********************************************************************
 PM0421  DESIGNATION -  NASE
 PM0421  PID         -  PM0421
 PM0421  STATE/COUNTY-  WI/DOOR
 PM0421  USGS QUAD   -  STURGEON BAY WEST (1981)
 PM0421
 PM0421                         *CURRENT SURVEY CONTROL
 PM0421  ___________________________________________________________________
 PM0421* NAD 83(1991)-  44 47 35.67040(N)    087 27 57.03210(W)     ADJUSTED  
 PM0421* NAVD 88     -       222.     (meters)     728.     (feet)  SCALED    
 PM0421  ___________________________________________________________________
 PM0421  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 PM0421  GEOID HEIGHT-         -36.60  (meters)                     GEOID03
 PM0421
 PM0421  HORZ ORDER  -  SECOND
 PM0421
 PM0421.The horizontal coordinates were established by classical geodetic methods
 PM0421.and adjusted by the National Geodetic Survey in November 1991..
 PM0421
 PM0421.The orthometric height was scaled from a topographic map.
 PM0421
 PM0421.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0421
 PM0421.The geoid height was determined by GEOID03.
 PM0421
 PM0421;                    North         East     Units Scale Factor Converg.
 PM0421;SPC WI C     -   109,791.992   800,483.397   MT  0.99994175   +1 47 17.0
 PM0421;SPC WI C     -   360,209.23  2,626,252.61   sFT  0.99994175   +1 47 17.0
 PM0421;UTM  16      - 4,960,088.138   463,152.695   MT  0.99961670   -0 19 41.6
 PM0421
 PM0421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0421!SPC WI C     -   0.99997093  x   0.99994175  =   0.99991269
 PM0421!UTM  16      -   0.99997093  x   0.99961670  =   0.99958764
 PM0421
 PM0421|---------------------------------------------------------------------|
 PM0421| PID    Reference Object                     Distance      Geod. Az  |
 PM0421|                                                           dddmmss.s |
 PM0421| CJ5795 NASE RM 1                            30.087 METERS 05722     |
 PM0421| PM0417 STURGEON BAY RADIO WDOR MAST        APPROX. 9.4 KM 0661611.5 |
 PM0421| PM0395 TANUM EVAN LUTH CHURCH SPIRE        APPROX.10.2 KM 1364156.7 |
 PM0421| CJ5796 NASE RM 2                            22.584 METERS 15217     |
 PM0421| PM0397 MAPLEWOOD ST MARYS CATH CH          APPROX. 5.1 KM 1851758.2 |
 PM0421| CJ5794 NASE AZ MK                                         2322017.9 |
 PM0421| PM0422 NASE 2                                3.120 METERS 28119     |
 PM0421|---------------------------------------------------------------------|
 PM0421
 PM0421                          SUPERSEDED SURVEY CONTROL
 PM0421
 PM0421  NAD 83(1986)-  44 47 35.66449(N)    087 27 57.02178(W) AD(       ) 2
 PM0421  NAD 27      -  44 47 35.67200(N)    087 27 56.67500(W) AD(       ) 2
 PM0421
 PM0421.Superseded values are not recommended for survey control.
 PM0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0421.See file dsdata.txt to determine how the superseded data were derived.
 PM0421
 PM0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ6315360088(NAD 83)
 PM0421_MARKER: DS = TRIANGULATION STATION DISK
 PM0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0421
 PM0421  HISTORY     - Date     Condition        Report By
 PM0421  HISTORY     - 1953     MONUMENTED       CGS
 PM0421  HISTORY     - 1954     SEE DESCRIPTION  CGS
 PM0421  HISTORY     - 19960613 MARK NOT FOUND   USPSQD
 PM0421  HISTORY     - 20030516 MARK NOT FOUND   USPSQD
 PM0421
 PM0421                          STATION DESCRIPTION
 PM0421
 PM0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 PM0421'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF STURGEON BAY AND
 PM0421'ABOUT 0.8 MILE NORTH OF THE JUNCTION OF STATE HIGHWAYS 42 AND 57.
 PM0421'IT IS 57 FEET WEST OF THE CENTER OF A GRAVEL ENTRANCE DRIVE, 39 FEET
 PM0421'NORTH OF THE CENTER OF HIGHWAYS 57 AND 42, AND 12 FEET EAST OF A
 PM0421'WHITE WITNESS POST AND FENCE LINE.  THE MARK IS FLUSH AND THE
 PM0421'DISK IS STAMPED NASE 1953.
 PM0421'
 PM0421'REFERENCE MARK NO. 1 IS 37 FEET NORTH OF THE CENTER OF HIGHWAYS 57
 PM0421'AND 42 AND 1 FOOT NORTH OF A FENCE LINE.  THE MARK IS FLUSH AND THE
 PM0421'DISK IS STAMPED NASE NO 1 1953.
 PM0421'
 PM0421'REFERENCE MARK NO. 2 IS 35 FEET SOUTH OF THE CENTER OF HIGHWAYS 42
 PM0421'AND 57 AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK PROJECTS ABOUT 4
 PM0421'INCHES AND THE DISK IS STAMPED NASE NO 2 1953.
 PM0421'
 PM0421'AZIMUTH MARK IS 46 FEET NORTH OF THE CENTER OF HIGHWAYS 42 AND 57, 3
 PM0421'FEET EAST OF A FENCE CORNER AND 2 FEET NORTHEAST OF A WHITE WITNESS
 PM0421'POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED NASE 1953.
 PM0421'
 PM0421'TO REACH THE STATION FROM THE SOUTH END OF THE BRIDGE OVER THE BAY AT
 PM0421'STURGEON BAY, GO SOUTHWEST ON STATE HIGHWAYS 42 AND 57 FOR 5.25
 PM0421'MILES TO THE STATION ON THE RIGHT AS DESCRIBED.  TO REACH THE
 PM0421'AZIMUTH MARK FROM THE STATION CONTINUE SOUTHWEST ON HIGHWAYS 42 AND
 PM0421'57 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 PM0421'
 PM0421'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 PM0421
 PM0421                          STATION RECOVERY (1954)
 PM0421
 PM0421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 PM0421'STATION--DESTROYED.
 PM0421'
 PM0421'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1953 DESCRIPTION.
 PM0421'
 PM0421'DUE TO HIGHWAY IMPROVEMENTS A NEW STATION AND TWO NEW REFERENCE MARKS
 PM0421'WERE ESTABLISHED.
 PM0421
 PM0421                          STATION RECOVERY (1996)
 PM0421
 PM0421'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0421'MARK NOT FOUND.
 PM0421
 PM0421                          STATION RECOVERY (2003)
 PM0421
 PM0421'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0421'THE STATION, RM1, RM2 AND AZIMUTH MARKS WERE NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PM0422 ***********************************************************************
 PM0422  DESIGNATION -  NASE 2
 PM0422  PID         -  PM0422
 PM0422  STATE/COUNTY-  WI/DOOR
 PM0422  USGS QUAD   -  STURGEON BAY WEST (1981)
 PM0422
 PM0422                         *CURRENT SURVEY CONTROL
 PM0422  ___________________________________________________________________
 PM0422* NAD 83(1991)-  44 47 35.69024(N)    087 27 57.17128(W)     ADJUSTED  
 PM0422* NAVD 88     -       222.     (meters)     728.     (feet)  SCALED    
 PM0422  ___________________________________________________________________
 PM0422  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 PM0422  GEOID HEIGHT-         -36.60  (meters)                     GEOID03
 PM0422
 PM0422  HORZ ORDER  -  THIRD
 PM0422
 PM0422.The horizontal coordinates were established by classical geodetic methods
 PM0422.and adjusted by the National Geodetic Survey in November 1991..
 PM0422.No horizontal observational check was made to the station.
 PM0422
 PM0422.The orthometric height was scaled from a topographic map.
 PM0422
 PM0422.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0422
 PM0422.The geoid height was determined by GEOID03.
 PM0422
 PM0422;                    North         East     Units Scale Factor Converg.
 PM0422;SPC WI C     -   109,792.508   800,480.320   MT  0.99994175   +1 47 16.9
 PM0422;SPC WI C     -   360,210.92  2,626,242.52   sFT  0.99994175   +1 47 16.9
 PM0422;UTM  16      - 4,960,088.768   463,149.641   MT  0.99961670   -0 19 41.7
 PM0422
 PM0422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0422!SPC WI C     -   0.99997093  x   0.99994175  =   0.99991269
 PM0422!UTM  16      -   0.99997093  x   0.99961670  =   0.99958764
 PM0422
 PM0422|---------------------------------------------------------------------|
 PM0422| PID    Reference Object                     Distance      Geod. Az  |
 PM0422|                                                           dddmmss.s |
 PM0422| CJ5797 NASE 2 RM 3                          24.865 METERS 05532     |
 PM0422| PM0421 NASE                                  3.120 METERS 10119     |
 PM0422| CJ5798 NASE 2 RM 4                          39.108 METERS 12954     |
 PM0422| PM0397 MAPLEWOOD ST MARYS CATH CH          APPROX. 5.1 KM 1851552.0 |
 PM0422| CJ5794 NASE AZ MK                                         2321722.5 |
 PM0422|---------------------------------------------------------------------|
 PM0422
 PM0422                          SUPERSEDED SURVEY CONTROL
 PM0422
 PM0422  NAD 83(1986)-  44 47 35.68433(N)    087 27 57.16095(W) AD(       ) 3
 PM0422  NAD 27      -  44 47 35.69200(N)    087 27 56.81400(W) AD(       ) 3
 PM0422
 PM0422.Superseded values are not recommended for survey control.
 PM0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0422.See file dsdata.txt to determine how the superseded data were derived.
 PM0422
 PM0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ6315060089(NAD 83)
 PM0422_MARKER: DS = TRIANGULATION STATION DISK
 PM0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0422+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2003
 PM0422
 PM0422  HISTORY     - Date     Condition        Report By
 PM0422  HISTORY     - 1954     MONUMENTED       CGS
 PM0422  HISTORY     - 1958     GOOD             USGS
 PM0422  HISTORY     - 1989     POOR             USPSQD
 PM0422  HISTORY     - 19960613 GOOD             USPSQD
 PM0422  HISTORY     - 20030516 GOOD             USPSQD
 PM0422
 PM0422                          STATION DESCRIPTION
 PM0422
 PM0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 PM0422'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF STURGEON BAY AND
 PM0422'0.8 MILE NORTH OF THE JUNCTION OF STATE HIGHWAYS 42 AND 57.  IT IS
 PM0422'65 FEET SOUTH OF THE APPROXIMATE CENTER OF A FARM DRIVE, 47 FEET
 PM0422'WEST OF THE APPROXIMATE CENTER OF STATE HIGHWAY 57 AND 46 FEET NORTH
 PM0422'OF A STATE HIGHWAY RIGHT-A-WAY MARKER.  THE MARK IS FLUSH WITH
 PM0422'THE SURFACE AND THE DISK IS STAMPED NASE 2 1954.
 PM0422'
 PM0422'REFERENCE MARK NO 3 IS 48 FEET WEST OF THE APPROXIMATE CENTER OF
 PM0422'STATE HIGHWAY 57, 17 FEET NORTH OF THE APPROXIMATE CENTER OF A
 PM0422'FARM-DRIVE AND 1 FOOT WEST OF A WITNESS POST.  THE MARK PROJECTS 4
 PM0422'INCHES AND THE DISK IS STAMPED NASE 2 NO 3 1954.
 PM0422'
 PM0422'REFERENCE MARK NO 4 IS 76 FEET EAST OF THE APPROXIMATE CENTER OF
 PM0422'STATE HIGHWAY 57, 5 FEET SOUTHWEST OF A HIGHLINE POLE AND 1 FOOT EAST
 PM0422'OF A WITNESS POST.  THE MARK IS FLUSH WITH THE SURFACE AND THE DISK
 PM0422'IS STAMPED NASE 2 NO 4 1954.
 PM0422'
 PM0422'AZIMUTH MARK IS 69 FEET NORTH OF A STATE HIGHWAY RIGHT-A-WAY MARKER,
 PM0422'46 FEET WEST OF THE APPROXIMATE CENTER OF STATE HIGHWAY 57 AND 2
 PM0422'FEET NORTHEAST OF A WITNESS POST.  THE MARK IS FLUSH WITH THE
 PM0422'SURFACE AND THE DISK IS STAMPED NASE 1953.
 PM0422'
 PM0422'DUE TO HIGHWAY IMPROVEMENTS NASE 1953 AND REFERENCE MARKS NO 1 AND 2
 PM0422'WERE DESTROYED.  NASE 2 1954 AND REFERENCE MARKS NO 3 AND 4 WERE
 PM0422'ESTABLISHED AS DESCRIBED ABOVE.
 PM0422'
 PM0422'TO REACH FROM THE SOUTH END OF THE STURGEON BAY BRIDGE AT STURGEON
 PM0422'BAY, GO SOUTHWEST ON STATE HIGHWAY 42 AND 57 FOR 5.25 MILES AND THE
 PM0422'STATION ON THE RIGHT.
 PM0422'
 PM0422'TO REACH THE AZIMUTH MARK FROM THE STATION.  CONTINUE SOUTHWEST ON
 PM0422'STATE HIGHWAY 42 AND 57 FOR 0.25 MILE AND THE MARK ON THE RIGHT.
 PM0422
 PM0422                          STATION RECOVERY (1958)
 PM0422
 PM0422'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 PM0422'STATION AND AZIMUTH MARK FOUND IN GOOD CONDITION.  STATION IS LOCATED
 PM0422'ABOUT 5.0 MILES SW OF STURGEON BAY, 0.8 MILE N OF THE JUNCTION OF
 PM0422'STATE HWYS 57 AND 42, 15 FEET N AND 84 FEET W OF CENTER LINE OF
 PM0422'HWYS 57 AND 42 AT PRIVATE DRIVE NW, 45 FEET SW OF POWER LINE POLE,
 PM0422'ON TOP OF BANK.  IT IS IN CONCRETE POST SET FLUSH WITH GROUND, A
 PM0422'STANDARD TABLET STAMPED NASE 2 1954.
 PM0422
 PM0422                          STATION RECOVERY (1989)
 PM0422
 PM0422'RECOVERY NOTE BY US POWER SQUADRON 1989 (PHY)
 PM0422'MARK RECOVERED IN POOR CONDITION.
 PM0422
 PM0422                          STATION RECOVERY (1996)
 PM0422
 PM0422'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0422'RECOVERED IN GOOD CONDITION.
 PM0422
 PM0422                          STATION RECOVERY (2003)
 PM0422
 PM0422'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PM0422'THE STATION AND RM1 WERE RECOVED IN GOOD CONDITION.  RM2 AND AZIMUTH
 PM0422'MARKS WERE NOT FOUND.  NOTE-- THE POWER POLE IN THE 1958 DESCRIPTION
 PM0422'HAS ONE GUY WIRE AND A TRANSFORMER AND IS NUMBERED 2725-21R5. THE
 PM0422'RESIDENTIAL ADDRESS IS 7400 HWY 42-57.  ADD-- THE STATION IS ON
 PM0422'HIGHWAYS 42-57, 0.2 MILE NORTH OF Y-INN ROAD, 0.4 MILE SOUTH OF
 PM0422'IDLEWILD BLVD., 7 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A WHITE
 PM0422'WOODEN FRUIT STAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0748 ***********************************************************************
 RM0748  DESIGNATION -  NASH 2=91
 RM0748  PID         -  RM0748
 RM0748  STATE/COUNTY-  WI/BAYFIELD
 RM0748  USGS QUAD   -  ASHLAND WEST (1975)
 RM0748
 RM0748                         *CURRENT SURVEY CONTROL
 RM0748  ___________________________________________________________________
 RM0748* NAD 83(1991)-  46 37 08.54696(N)    090 55 43.46360(W)     ADJUSTED  
 RM0748* NAVD 88     -       187.     (meters)     614.     (feet)  SCALED    
 RM0748  ___________________________________________________________________
 RM0748  LAPLACE CORR-          -6.09  (seconds)                    DEFLEC99
 RM0748  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 RM0748
 RM0748  HORZ ORDER  -  FIRST
 RM0748
 RM0748.The horizontal coordinates were established by classical geodetic methods
 RM0748.and adjusted by the National Geodetic Survey in March 1999..
 RM0748
 RM0748.The orthometric height was scaled from a topographic map.
 RM0748
 RM0748.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0748
 RM0748.The geoid height was determined by GEOID03.
 RM0748
 RM0748;                    North         East     Units Scale Factor Converg.
 RM0748;SPC WI N     -   161,843.463   528,866.566   MT  0.99997635   -0 40 11.9
 RM0748;SPC WI N     -   530,981.43  1,735,123.06   sFT  0.99997635   -0 40 11.9
 RM0748;UTM  15      - 5,164,914.668   658,582.592   MT  0.99990912   +1 30 20.6
 RM0748
 RM0748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0748!SPC WI N     -   0.99997564  x   0.99997635  =   0.99995199
 RM0748!UTM  15      -   0.99997564  x   0.99990912  =   0.99988477
 RM0748
 RM0748:                Primary Azimuth Mark                     Grid Az
 RM0748:SPC WI N     -  CHEQUAMEGON PT LH WHITE LIGHT            042 40 00.2
 RM0748:UTM  15      -  CHEQUAMEGON PT LH WHITE LIGHT            040 29 27.7
 RM0748
 RM0748|---------------------------------------------------------------------|
 RM0748| PID    Reference Object                     Distance      Geod. Az  |
 RM0748|                                                           dddmmss.s |
 RM0748| RM0722 CHEQUAMEGON PT LH WHITE LIGHT       APPROX.16.4 KM 0415948.3 |
 RM0748| RM0721 ASHLAND BREAKWATER LIGHTHOUSE       APPROX. 4.6 KM 0771312.8 |
 RM0748| RM0736 NO 80                               APPROX. 4.0 KM 1163540.3 |
 RM0748| RM0738 ASHLAND HOLY FAMILY CATH CH         APPROX. 4.8 KM 1241534.6 |
 RM0748| RM0746 ASHLAND ST JOSEPH HOSP CUP          APPROX. 4.6 KM 1273625.4 |
 RM0748| RM0741 ASHLAND ZION EVAN LUTH CHURCH       APPROX. 5.2 KM 1331701.2 |
 RM0748| RM0749 ASHLAND SWEDISH EVAN LUTH CH        APPROX. 4.9 KM 1425649.0 |
 RM0748| RM0743 ASHLAND BEASER GRAMMAR SCH CUP      APPROX. 5.0 KM 1473507.0 |
 RM0748| RM0747 ASHLAND LAKE SUPERIOR PWR STK       APPROX. 4.1 KM 1492116.6 |
 RM0748| RM0733 ASHLAND ABANDONED DISTILL STK       APPROX. 4.6 KM 1550625.1 |
 RM0748| RM0744 ASHLAND AM BLACK GRANITE STK        APPROX. 4.8 KM 1565130.0 |
 RM0748| CJ3282 NASH 2 RM 1                          17.275 METERS 17317     |
 RM0748| CJ3283 NASH 2 RM 2                          13.735 METERS 24721     |
 RM0748| RM0739 BARKSDALE DU PONT POWDER STACK      APPROX. 1.9 KM 2811819.5 |
 RM0748| RM0751 BARKSDALE DU PONT POWDER CO TK      APPROX. 2.1 KM 2902606.8 |
 RM0748|---------------------------------------------------------------------|
 RM0748
 RM0748                          SUPERSEDED SURVEY CONTROL
 RM0748
 RM0748  NAD 83(1991)-  46 37 08.54702(N)    090 55 43.46350(W) AD(       ) 1
 RM0748  NAD 83(1986)-  46 37 08.54128(N)    090 55 43.45870(W) AD(       ) 1
 RM0748  NAD 27      -  46 37 08.73800(N)    090 55 42.77100(W) AD(       ) 1
 RM0748
 RM0748.Superseded values are not recommended for survey control.
 RM0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0748.See file dsdata.txt to determine how the superseded data were derived.
 RM0748
 RM0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM5858364915(NAD 83)
 RM0748_MARKER: DD = SURVEY DISK
 RM0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0748_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RM0748
 RM0748  HISTORY     - Date     Condition        Report By
 RM0748  HISTORY     - 1939     MONUMENTED       USE
 RM0748  HISTORY     - 1963     GOOD             USGS
 RM0748  HISTORY     - 1977     GOOD             NGS
 RM0748
 RM0748                          STATION DESCRIPTION
 RM0748
 RM0748'DESCRIBED BY US ENGINEERS 1939 (FBQ)
 RM0748'THREE MILES NORTHWEST OF ASHLAND, 4 MILES SOUTH-SOUTHWEST OF
 RM0748'WASHBURN AND IN THE NORTHWEST QUARTER OF SECTION 19, T. 48 N.,
 RM0748'R. 4 W., ON WYMANS POINT OF CHEQUAMEGON BAY.  THE MARK IS SET
 RM0748'38 FEET WEST OF THE BANK OF CHEQUAMEGON BAY, IT IS A U.S. ARMY
 RM0748'CORPS DISK SET IN THE TOP OF A 10-INCH ROUND CONCRETE POST
 RM0748'WHICH PROJECTS 4 INCHES ABOVE THE GROUND AND IS STAMPED 91.
 RM0748'ACCORDING TO THE CITY ENGINEER OF ASHLAND THIS STATION MARK
 RM0748'HAS PROBABLY BEEN DISTURBED.  IT MAY BE THE OLD U.S. LAKE
 RM0748'SURVEY STATION NASH AS THE U.S. ENGINEERS DEPARTMENT MAY
 RM0748'HAVE REMARKED THE STATION WITH THEIR OWN DISK.
 RM0748'
 RM0748'TO REACH FROM THE OLD POST OFFICE, WHICH WILL BE THE CITY
 RM0748'HALL WHEN THE NEW POST OFFICE IS FINISHED, IN ASHLAND GO
 RM0748'NORTH ON 6TH AVENUE TOWARDS THE BAY FOR 1 BLOCK, THEN TURN LEFT
 RM0748'ON CONCRETE U.S. HIGHWAY 2 AND GO WEST AND NORTH ALONG THE BAY
 RM0748'SHORE FOR 5.4 MILES, THEN TURN RIGHT (EAST) ON A DIM WOODS
 RM0748'ROAD (JUST BEFORE REACHING BARKSDALE VILLAGE SIGN) AND GO 0.25
 RM0748'MILE TO THE BAY SHORE AT AN OLD ICE HOUSE, THEN TURN LEFT AND
 RM0748'FOLLOW THE BAY SHORE NORTH FOR 0.25 MILE TO THE STATION.
 RM0748'
 RM0748'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 RM0748'THE STATION AND REFERENCE MARKS
 RM0748'ARE WITNESSED BY 4- BY 4-INCH WHITE WOODEN POSTS WHICH PROJECT
 RM0748'2-1/2 FEET ABOVE THE GROUND.
 RM0748'
 RM0748'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION, 34 FEET WEST OF
 RM0748'THE BANK OF THE BAY, PROJECTS 6 INCHES ABOVE THE GROUND AND IS
 RM0748'STAMPED NASH NO 1 1939.
 RM0748'
 RM0748'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF THE STATION IN THE
 RM0748'WOODS, PROJECTS 6 INCHES ABOVE THE GROUND AND IS STAMPED NASH
 RM0748'NO 2 1939.
 RM0748'
 RM0748'NO AZIMUTH MARK WAS SET AT THIS STATION.  U.S.E.D. NO. 80 CAN
 RM0748'BE USED AS AN AZIMUTH MARK.  IT IS SET AT THE NORTH END OF
 RM0748'THE SOO LINE ORE DOCK ON CHEQUAMEGON BAY IN THE CITY OF ASHLAND.
 RM0748'3.0 MILES SOUTHEAST OF THE STATION.
 RM0748'
 RM0748'A 37-FOOT TOWER IS NEEDED TO SEE A 90-FOOT TOWER AT CLUB,
 RM0748'A 64-FOOT TOWER AT MATT AND A 90-FOOT TOWER AT HANSON.
 RM0748'
 RM0748'A 4-FOOT STAND AT U.S.E.D. NO. 80, A 64-FOOT TOWER AT ELLIS
 RM0748'AND A 64-FOOT TOWER AT SWAN ARE VISIBLE FROM THE GROUND.
 RM0748'
 RM0748'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 RM0748
 RM0748                          STATION RECOVERY (1963)
 RM0748
 RM0748'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 RM0748'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 RM0748
 RM0748                          STATION RECOVERY (1977)
 RM0748
 RM0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 RM0748'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED.  STATION
 RM0748'IS ON LAND OCCUPIED BY THE BARKSDALE BOY SCOUT CAMP.  THE 1939
 RM0748'DESCRIPTION LISTED THE STATION AS BEING 38 FEET WEST OF THE BLUFF
 RM0748'OF LAKE SUPERIOR AND NOW IT IS ONLY 12 FEET.
 RM0748'
 RM0748'STATION IS ABOUT 4 MILES SSW OF WASHBURN AND 3 MILES NW OF
 RM0748'ASHLAND ON WYMANS POINT OF LAKE SUPERIOR AND ABOUT 100 YARDS NORTH
 RM0748'OF THE EXTREME TIP OF THE POINT.  STATION MARK IS A U.S. ARMY CORPS
 RM0748'OF ENGINEERS DISK SET IN A 10-INCH IN DIAMETER CONCRETE POST
 RM0748'PROJECTING ABOUT 1 INCH.  THE DISK IS STAMPED 91.  MARK IS 12
 RM0748'FEET WEST OF THE BLUFF OF THE LAKE AND 11 PACES SOUTH OF A SMALL
 RM0748'GULLY IN HEAVY WEEDS AND SMALL BRUSH.
 RM0748'
 RM0748'REFERENCE MARK 1 IS 6 FEET WEST OF THE BLUFF AND 5 FEET SSE OF A
 RM0748'12 INCH POPLAR TREE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 RM0748'STAMPED NASH NO 1 1939.
 RM0748'
 RM0748'REFERENCE MARK 2 IS ON LOWER GROUND, WSW, OF THE STATION IN THE
 RM0748'WOODS AND THE MARK PROJECTS ABOUT 6 INCHES.  THE DISK IS STAMPED
 RM0748'NASH NO 2 1939.
 RM0748'
 RM0748'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE
 RM0748'HIGHWAY 13 ABOUT 3 MILES WEST OF ASHLAND, GO NORTH AND
 RM0748'NORTHEASTERLY ON HIGHWAY 13 FOR 2.5 MILES TO A LOCKED GATE ON THE
 RM0748'RIGHT AND SIGN BARKSDALE BOY SCOUT CAMP.  TURN RIGHT AND GO SE ON
 RM0748'PRIVATE DRIVE FOR 0.15 MILE TO CARETAKERS CABIN AND END OF TRUCK
 RM0748'TRAVEL.  PACK ON TRAIL TO RIGHT OF CABIN ABOUT 0.1 MILE TO LAKE
 RM0748'SHORE.  HERE PACK NORTHEASTERLY ALONG BEACH FOR ABOUT 150 YARDS
 RM0748'TO TIP OF WYMANS POINT, THENCE NORTHERLY ALONG BEACH FOR ABOUT
 RM0748'100 YARDS TO A SMALL GULLY LEADING TO TOP OF BLUFF.  PACK UP
 RM0748'GULLY TO TOP OF BLUFF, THENCE LEFT, SOUTH, FOR 11 PACES TO
 RM0748'HIGHEST GROUND AND STATION.
 RM0748'
 RM0748'NOTE--STATION HAS FAIR VISIBILITY OUT OVER THE LAKE BUT WOULD TAKE
 RM0748'ABOUT 60 FEET TO CLEAR THE LOCAL TREES AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0540 ***********************************************************************
 PO0540  DESIGNATION -  NASON
 PO0540  PID         -  PO0540
 PO0540  STATE/COUNTY-  WI/WOOD
 PO0540  USGS QUAD   -  LINDSEY (1979)
 PO0540
 PO0540                         *CURRENT SURVEY CONTROL
 PO0540  ___________________________________________________________________
 PO0540* NAD 83(1991)-  44 35 57.29265(N)    090 15 56.54747(W)     ADJUSTED  
 PO0540* NAVD 88     -       414.9    (meters)    1361.     (feet)  VERTCON   
 PO0540  ___________________________________________________________________
 PO0540  LAPLACE CORR-          -6.10  (seconds)                    DEFLEC99
 PO0540  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 PO0540
 PO0540  HORZ ORDER  -  FIRST
 PO0540
 PO0540.The horizontal coordinates were established by classical geodetic methods
 PO0540.and adjusted by the National Geodetic Survey in November 1991..
 PO0540
 PO0540.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0540
 PO0540.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0540
 PO0540.The geoid height was determined by GEOID03.
 PO0540
 PO0540;                    North         East     Units Scale Factor Converg.
 PO0540;SPC WI C     -    85,141.420   578,905.312   MT  0.99995232   -0 11 14.9
 PO0540;SPC WI C     -   279,334.81  1,899,291.84   sFT  0.99995232   -0 11 14.9
 PO0540;UTM  15      - 4,942,070.550   717,002.280   MT  1.00017912   +1 55 14.2
 PO0540
 PO0540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0540!SPC WI C     -   0.99994026  x   0.99995232  =   0.99989259
 PO0540!UTM  15      -   0.99994026  x   1.00017912  =   1.00011937
 PO0540
 PO0540:                Primary Azimuth Mark                     Grid Az
 PO0540:SPC WI C     -  NASON AZ MK                              095 24 17.6
 PO0540:UTM  15      -  NASON AZ MK                              093 17 48.5
 PO0540
 PO0540|---------------------------------------------------------------------|
 PO0540| PID    Reference Object                     Distance      Geod. Az  |
 PO0540|                                                           dddmmss.s |
 PO0540| PO0539 NASON AZ MK                         476.623 METERS 0951302.7 |
 PO0540| CJ5799 NASON RM 1                           25.034 METERS 25527     |
 PO0540| CJ5800 NASON RM 2                           20.669 METERS 32717     |
 PO0540|---------------------------------------------------------------------|
 PO0540
 PO0540                          SUPERSEDED SURVEY CONTROL
 PO0540
 PO0540  NAD 83(1986)-  44 35 57.29042(N)    090 15 56.55253(W) AD(       ) 1
 PO0540  NAD 27      -  44 35 57.41604(N)    090 15 56.06959(W) AD(       ) 1
 PO0540  NGVD 29 (07/19/86)  414.9    (m)         1361.     (f) VERT ANG       
 PO0540
 PO0540.Superseded values are not recommended for survey control.
 PO0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0540.See file dsdata.txt to determine how the superseded data were derived.
 PO0540
 PO0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK1700242071(NAD 83)
 PO0540_MARKER: DH = HORIZONTAL CONTROL DISK
 PO0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0540_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PO0540_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PO0540
 PO0540  HISTORY     - Date     Condition        Report By
 PO0540  HISTORY     - 1981     MONUMENTED       NGS
 PO0540
 PO0540                          STATION DESCRIPTION
 PO0540
 PO0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 PO0540'THE STATION IS LOCATED ABOUT 11.3 KM (7 MI) SOUTHWEST OF
 PO0540'MARSHFIELD, 8 KM (5 MI) EAST-SOUTHEAST OF THE SMALL TOWN OF
 PO0540'CHILI, 30 METERS (100 FT) NORTH OF U.S. HIGHWAY 10 AND IN
 PO0540'THE SE1/4,S33,T25N,R2E OF LINCOLN TOWNSHIP.
 PO0540'OWNERSHIP--MS NANCY CLANTON, 600 WEST 5TH STREET,
 PO0540'WASHINGTON ELEMENTARY SCHOOL, MARSHFIELD, WISCONSIN 54449,
 PO0540'TELEPHONE (715) 387-1238.
 PO0540'
 PO0540'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 10 AND
 PO0540'STATE HIGHWAY 13, ABOUT 8 KM (5 MI) SOUTH OF MARSHFIELD.  GO
 PO0540'WEST ON U.S. HIGHWAY 10 FOR 2.9 KM (1.8 MI) TO A
 PO0540'BRIDGE OVER THE YELLOW RIVER.  CONTINUE WEST ON U.S. HIGHWAY 10
 PO0540'FOR 3.4 KM (2.1 MI) TO THE AZIMUTH MARK ON THE
 PO0540'RIGHT.  CONTINUE WEST ON U.S. HIGHWAY 10 FOR 0.4 KM (0.25 MI)
 PO0540'TO A SCHOOL AND THE STATION ON THE RIGHT.
 PO0540'
 PO0540'THE STATION IS A STANDARD NGS DISK
 PO0540'STAMPED---NASON 1981---,
 PO0540'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PO0540'FLUSH WITH GROUND.  IT IS LOCATED
 PO0540'23.16 METERS (76.3 FT) NORTH-NORTHWEST FROM POWER LINE POLE
 PO0540'NUMBER 2157,
 PO0540'16.00 METERS (52.5 FT) SOUTH FROM THE SOUTH WALL OF THE SCHOOL
 PO0540'BUILDING AND
 PO0540'8.30 METERS (27.2 FT) NORTHEAST FROM A WATER HYDRANT.
 PO0540'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 PO0540'STAMPED---NASON 1981---,
 PO0540'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 PO0540'
 PO0540'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 PO0540'STAMPED---NASON NO 1 1981---,
 PO0540'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PO0540'FLUSH WITH GROUND.  IT IS LOCATED
 PO0540'25.90 METERS (85.0 FT) SOUTH-SOUTHWEST FROM A FLAG POLE,
 PO0540'18.60 METERS (61.0 FT) WEST FROM A METAL WITNESS POST, AND
 PO0540'12.25 METERS (40.2 FT) NORTH FROM A PINE TREE.
 PO0540'MARK IS LEVEL WITH STATION.
 PO0540'
 PO0540'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 PO0540'STAMPED---NASON NO 2 1981---,
 PO0540'CEMENTED INTO A DRILL HOLE IN A CONCRETE SLAB AT THE ENTRANCE TO
 PO0540'THE SCHOOL.
 PO0540'MARK IS LEVEL WITH STATION.
 PO0540'
 PO0540'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 PO0540'STAMPED---NASON 1981---,
 PO0540'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PO0540'RECESSED 4 CM BELOW THE GROUND.  IT IS LOCATED
 PO0540'23.16 METERS (76.0 FT) EAST-SOUTHEAST FROM A POWER POLE, NUMBER
 PO0540'2163,
 PO0540'7.1 METERS (23.3 FT) NORTH FROM THE CENTER OF U.S. HIGHWAY 10 AND
 PO0540'1.10 METERS (3.6 FT) SOUTH FROM A METAL WITNESS POST.
 PO0540'
 PO0540'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 22.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0539 ***********************************************************************
 PO0539  DESIGNATION -  NASON AZ MK
 PO0539  PID         -  PO0539
 PO0539  STATE/COUNTY-  WI/WOOD
 PO0539  USGS QUAD   -  LINDSEY (1979)
 PO0539
 PO0539                         *CURRENT SURVEY CONTROL
 PO0539  ___________________________________________________________________
 PO0539* NAD 83(1991)-  44 35 55.88797(N)    090 15 35.02556(W)     ADJUSTED  
 PO0539* NAVD 88     -       410.7    (meters)    1347.     (feet)  VERTCON   
 PO0539  ___________________________________________________________________
 PO0539  LAPLACE CORR-          -6.10  (seconds)                    DEFLEC99
 PO0539  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 PO0539
 PO0539  HORZ ORDER  -  SECOND
 PO0539
 PO0539.The horizontal coordinates were established by classical geodetic methods
 PO0539.and adjusted by the National Geodetic Survey in November 1991..
 PO0539
 PO0539.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0539
 PO0539.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0539
 PO0539.The geoid height was determined by GEOID03.
 PO0539
 PO0539;                    North         East     Units Scale Factor Converg.
 PO0539;SPC WI C     -    85,096.527   579,379.793   MT  0.99995236   -0 10 59.7
 PO0539;SPC WI C     -   279,187.52  1,900,848.54   sFT  0.99995236   -0 10 59.7
 PO0539;UTM  15      - 4,942,043.135   717,478.200   MT  1.00018166   +1 55 29.3
 PO0539
 PO0539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0539!SPC WI C     -   0.99994093  x   0.99995236  =   0.99989329
 PO0539!UTM  15      -   0.99994093  x   1.00018166  =   1.00012257
 PO0539
 PO0539                          SUPERSEDED SURVEY CONTROL
 PO0539
 PO0539  NAD 83(1986)-  44 35 55.88574(N)    090 15 35.03062(W) AD(       ) 2
 PO0539  NAD 27      -  44 35 56.01151(N)    090 15 34.54837(W) AD(       ) 2
 PO0539  NGVD 29 (07/19/86)  410.7    (m)         1347.     (f) VERT ANG       
 PO0539
 PO0539.Superseded values are not recommended for survey control.
 PO0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0539.See file dsdata.txt to determine how the superseded data were derived.
 PO0539
 PO0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYK1747842043(NAD 83)
 PO0539_MARKER: DZ = AZIMUTH MARK DISK
 PO0539_SETTING: 0 = UNSPECIFIED SETTING
 PO0539_MAGNETIC: N = NO MAGNETIC MATERIAL
 PO0539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PO0539
 PO0539  HISTORY     - Date     Condition        Report By
 PO0539  HISTORY     - 1981     MONUMENTED       NGS
 PO0539
 PO0539                          STATION DESCRIPTION
 PO0539
 PO0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 PO0539'THE STATION IS LOCATED  ABOUT 11.3 KM (7 MI) SOUTHWEST OF
 PO0539'MARSHFIELD, 8 KM (5 MI) EAST-SOUTHEAST OF THE SMALL TOWN OF CHILI,
 PO0539'AND ON THE RIGHT-OF-WAY FOR U.S. HIGHWAY 10.
 PO0539'OWNERSHIP--STATE OF WISCONSIN, MR. JON NEIDHOLD,
 PO0539'DIVISION OF HIGHWAYS, DISTRICT 4, WISCONSIN RAPIDS,
 PO0539'WI 54494, TELEPHONE NUMBER 715-421-8300.
 PO0539'
 PO0539'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 10 AND
 PO0539'STATE HIGHWAY 13, ABOUT 8 KM (5 MI) SOUTH OF MARSHFIELD,
 PO0539'GO WEST ON U.S. HIGHWAY 10 FOR 2.9 KM (1.8 MI) TO A BRIDGE
 PO0539'OVER THE YELLOW RIVER.  CONTINUE WEST ON THE HIGHWAY FOR
 PO0539'3.4 KM (2.1 MI) TO THE STATION ON THE RIGHT.
 PO0539'
 PO0539'THE STATION IS A STANDARD NGS AZ DISK
 PO0539'STAMPED---NASON 1981---,
 PO0539'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PO0539'RECESSED 4 CM BELOW THE GROUND.  IT IS LOCATED
 PO0539'21.63 METERS (76.0 FT) EAST-SOUTHEAST FROM POWER POLE NUMBER 2163,
 PO0539'7.1 METERS (32.3 FT) NORTH FROM THE CENTER OF U.S. HIGHWAY 10 AND
 PO0539'1.10 METER (3.6 FT) SOUTH FROM A METAL WITNESS POST.
 PO0539'
 PO0539'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0134 ***********************************************************************
 QN0134  DESIGNATION -  NAT
 QN0134  PID         -  QN0134
 QN0134  STATE/COUNTY-  WI/CLARK
 QN0134  USGS QUAD   -  LUBLIN SE (1969)
 QN0134
 QN0134                         *CURRENT SURVEY CONTROL
 QN0134  ___________________________________________________________________
 QN0134* NAD 83(1991)-  45 00 03.58424(N)    090 37 13.55547(W)     ADJUSTED  
 QN0134* NAVD 88     -       387.533  (meters)    1271.43   (feet)  ADJUSTED  
 QN0134  ___________________________________________________________________
 QN0134  LAPLACE CORR-          -4.44  (seconds)                    DEFLEC99
 QN0134  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 QN0134  DYNAMIC HT  -         387.495 (meters)    1271.31  (feet)  COMP
 QN0134  MODELED GRAV-     980,508.5   (mgal)                       NAVD 88
 QN0134
 QN0134  HORZ ORDER  -  FIRST
 QN0134  VERT ORDER  -  FIRST     CLASS II
 QN0134
 QN0134.The horizontal coordinates were established by classical geodetic methods
 QN0134.and adjusted by the National Geodetic Survey in November 1991..
 QN0134
 QN0134.The orthometric height was determined by differential leveling
 QN0134.and adjusted by the National Geodetic Survey in June 1991..
 QN0134
 QN0134.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0134
 QN0134.The geoid height was determined by GEOID03.
 QN0134
 QN0134.The dynamic height is computed by dividing the NAVD 88
 QN0134.geopotential number by the normal gravity value computed on the
 QN0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QN0134.degrees latitude (g = 980.6199 gals.).
 QN0134
 QN0134.The modeled gravity was interpolated from observed gravity values.
 QN0134
 QN0134;                    North         East     Units Scale Factor Converg.
 QN0134;SPC WI C     -   129,936.619   551,085.002   MT  0.99994307   -0 26 15.9
 QN0134;SPC WI C     -   426,300.39  1,808,018.04   sFT  0.99994307   -0 26 15.9
 QN0134;UTM  15      - 4,985,815.641   687,543.178   MT  1.00003251   +1 40 59.3
 QN0134
 QN0134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0134!SPC WI C     -   0.99994421  x   0.99994307  =   0.99988729
 QN0134!UTM  15      -   0.99994421  x   1.00003251  =   0.99997672
 QN0134
 QN0134                          SUPERSEDED SURVEY CONTROL
 QN0134
 QN0134  NAD 83(1986)-  45 00 03.57293(N)    090 37 13.56889(W) AD(       ) 1
 QN0134  NAD 27      -  45 00 03.68100(N)    090 37 13.09600(W) AD(       ) 1
 QN0134  NGVD 29 (??/??/92)  387.538  (m)         1271.45   (f) ADJ UNCH    1 2
 QN0134
 QN0134.Superseded values are not recommended for survey control.
 QN0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0134.See file dsdata.txt to determine how the superseded data were derived.
 QN0134
 QN0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK8754385816(NAD 83)
 QN0134_MARKER: DS = TRIANGULATION STATION DISK
 QN0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QN0134_STAMPING: NAT 1921
 QN0134_PROJECTION: FLUSH
 QN0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QN0134+STABILITY: SURFACE MOTION
 QN0134
 QN0134  HISTORY     - Date     Condition        Report By
 QN0134  HISTORY     - 1921     MONUMENTED       CGS
 QN0134  HISTORY     - 1930     GOOD             CGS
 QN0134  HISTORY     - 1930     GOOD             NGS
 QN0134  HISTORY     - 1934     GOOD             NGS
 QN0134  HISTORY     - 19970822 MARK NOT FOUND   NGS
 QN0134  HISTORY     - 20031103 MARK NOT FOUND   WIDT
 QN0134
 QN0134                          STATION DESCRIPTION
 QN0134
 QN0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0134'STATION IS LOCATED ABOUT 4 MILES N OF OWEN, ON THE E SIDE OF
 QN0134'THE TRACK OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 QN0134'RAILWAY, ABOUT 150 FEET SE OF MILEPOST 313.  IT IS LOCATED
 QN0134'ABOUT 200 METERS S OF ROAD CROSSING AT THE FIRST CURVE N OF
 QN0134'OWEN.  IT IS ON THE EXTENSION OF THE W RAIL FROM THE N NEAR
 QN0134'THE LOWER EDGE OF BANK OF CUT AT THE SAID CURVE.  REFERENCE
 QN0134'MARK IS ON THE OPPOSITE SIDE OF TRACK ON THE EDGE OF THE BANK.
 QN0134'E RAIL DISTANT--5.99 METERS (19.64 FEET).
 QN0134'
 QN0134'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 QN0134'DISKS SET IN CONCRETE.
 QN0134
 QN0134                          STATION RECOVERY (1930)
 QN0134
 QN0134'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 QN0134'THE MARK WAS FOUND AS DESCRIBED IN GOOD CONDITION.  THE
 QN0134'DESCRIPTION IS ADEQUATE.
 QN0134
 QN0134                          STATION RECOVERY (1930)
 QN0134
 QN0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1930
 QN0134'4.4 MI N FROM OWEN.
 QN0134'4.4 MILES NORTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QN0134'MARIE RAILWAY FROM THE STATION AT OWEN, CLARK COUNTY, 216 YARDS
 QN0134'SOUTH OF A ROAD CROSSING, 150 FEET SOUTHEAST OF MILEPOST 313,
 QN0134'AT THE FIRST CURVE NORTH OF OWEN, IN LINE WITH THE WEST RAIL OF
 QN0134'THE NORTH TANGENT, NEAR THE LOWER EDGE OF THE BANK OF THE CUT
 QN0134'AT THE CURVE, AND 20 FEET EAST OF THE EAST RAIL.  A STANDARD
 QN0134'TRIANGULATION-STATION DISK, STAMPED NAT 1921 AND SET IN THE TOP
 QN0134'OF A CONCRETE POST.
 QN0134
 QN0134                          STATION RECOVERY (1934)
 QN0134
 QN0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QN0134'RECOVERED IN GOOD CONDITION.
 QN0134
 QN0134                          STATION RECOVERY (1997)
 QN0134
 QN0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 QN0134'THE STATION WAS SEARCHED FOR BUT NOT FOUND.  IF LOCATED WHERE THE OLD
 QN0134'DESCRIPTION LEADS IT WOULD NOT BE SUITABLE FOR GPS.
 QN0134
 QN0134                          STATION RECOVERY (2003)
 QN0134
 QN0134'RECOVERY NOTE BY WI DEPT OF TRANSP 2003
 QN0134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OL0278 ***********************************************************************
 OL0278  TIDAL BM    -  This is a Tidal Bench Mark.
 OL0278  DESIGNATION -  NAVY
 OL0278  PID         -  OL0278
 OL0278  STATE/COUNTY-  WI/MILWAUKEE
 OL0278  USGS QUAD   -  MILWAUKEE (1971)
 OL0278
 OL0278                         *CURRENT SURVEY CONTROL
 OL0278  ___________________________________________________________________
 OL0278* NAD 83(1986)-  43 00 16.     (N)    087 53 24.     (W)     SCALED    
 OL0278* NAVD 88     -       182.999  (meters)     600.39   (feet)  ADJUSTED  
 OL0278  ___________________________________________________________________
 OL0278  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 OL0278  DYNAMIC HT  -         182.949 (meters)     600.23  (feet)  COMP
 OL0278  MODELED GRAV-     980,345.9   (mgal)                       NAVD 88
 OL0278
 OL0278  VERT ORDER  -  FIRST     CLASS 0
 OL0278
 OL0278.The horizontal coordinates were scaled from a topographic map and have
 OL0278.an estimated accuracy of +/- 6 seconds.
 OL0278
 OL0278.The orthometric height was determined by differential leveling
 OL0278.and adjusted by the National Geodetic Survey in June 1991..
 OL0278
 OL0278.This Tidal Bench Mark is designated as VM 13205
 OL0278.by the Center for Operational Oceanographic Products and Services.
 OL0278
 OL0278.The geoid height was determined by GEOID03.
 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     -   113,760.      772,010.      MT  (+/- 180 meters Scaled)
 OL0278
 OL0278                          SUPERSEDED SURVEY CONTROL
 OL0278
 OL0278.No superseded survey control is available for this station.
 OL0278
 OL0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN274616(NAD 83)
 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: USLS  
 OL0278_MAGNETIC: N = NO MAGNETIC MATERIAL
 OL0278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0278
 OL0278  HISTORY     - Date     Condition        Report By
 OL0278  HISTORY     - 1968     MONUMENTED       DOD
 OL0278  HISTORY     - 1972     GOOD             NGS
 OL0278  HISTORY     - 19940822 GOOD             NOS
 OL0278  HISTORY     - 19950805 GOOD             NOS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0712 ***********************************************************************
 OM0712  DESIGNATION -  NEAR FOND
 OM0712  PID         -  OM0712
 OM0712  STATE/COUNTY-  WI/FOND DU LAC
 OM0712  USGS QUAD   -  FOND DU LAC (1992)
 OM0712
 OM0712                         *CURRENT SURVEY CONTROL
 OM0712  ___________________________________________________________________
 OM0712* NAD 83(1991)-  43 46 25.45377(N)    088 26 51.92312(W)     ADJUSTED  
 OM0712* NAVD 88     -       231.     (meters)     758.     (feet)  SCALED    
 OM0712  ___________________________________________________________________
 OM0712  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 OM0712  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 OM0712
 OM0712  HORZ ORDER  -  SECOND
 OM0712
 OM0712.The horizontal coordinates were established by classical geodetic methods
 OM0712.and adjusted by the National Geodetic Survey in November 1991..
 OM0712
 OM0712.The orthometric height was scaled from a topographic map.
 OM0712
 OM0712.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0712
 OM0712.The geoid height was determined by GEOID03.
 OM0712
 OM0712;                    North         East     Units Scale Factor Converg.
 OM0712;SPC WI S     -   198,210.867   724,958.694   MT  0.99995365   +1 03 59.6
 OM0712;SPC WI S     -   650,296.82  2,378,468.65   sFT  0.99995365   +1 03 59.6
 OM0712;UTM  16      - 4,847,761.309   383,486.668   MT  0.99976697   -1 00 06.1
 OM0712
 OM0712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0712!SPC WI S     -   0.99996938  x   0.99995365  =   0.99992304
 OM0712!UTM  16      -   0.99996938  x   0.99976697  =   0.99973636
 OM0712
 OM0712                          SUPERSEDED SURVEY CONTROL
 OM0712
 OM0712  NAD 83(1986)-  43 46 25.44579(N)    088 26 51.92596(W) AD(       ) 2
 OM0712  NAD 27      -  43 46 25.48300(N)    088 26 51.54600(W) AD(       ) 2
 OM0712
 OM0712.Superseded values are not recommended for survey control.
 OM0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0712.See file dsdata.txt to determine how the superseded data were derived.
 OM0712
 OM0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8348747761(NAD 83)
 OM0712
 OM0712  HISTORY     - Date     Condition        Report By
 OM0712  HISTORY     - 1953     MONUMENTED       CGS
 OM0712
 OM0712                          STATION DESCRIPTION
 OM0712
 OM0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 OM0712'SEE STATION FOND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1019 ***********************************************************************
 PN1019  DESIGNATION -  NEAR TIGERTON
 PN1019  PID         -  PN1019
 PN1019  STATE/COUNTY-  WI/SHAWANO
 PN1019  USGS QUAD   -  TIGERTON (1981)
 PN1019
 PN1019                         *CURRENT SURVEY CONTROL
 PN1019  ___________________________________________________________________
 PN1019* NAD 83(1991)-  44 42 55.76682(N)    089 06 17.75750(W)     ADJUSTED  
 PN1019* NAVD 88     -       374.1    (meters)    1227.     (feet)  VERTCON   
 PN1019  ___________________________________________________________________
 PN1019  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 PN1019  GEOID HEIGHT-         -36.05  (meters)                     GEOID03
 PN1019
 PN1019  HORZ ORDER  -  SECOND
 PN1019
 PN1019.The horizontal coordinates were established by classical geodetic methods
 PN1019.and adjusted by the National Geodetic Survey in November 1991..
 PN1019
 PN1019.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1019
 PN1019.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1019
 PN1019.The geoid height was determined by GEOID03.
 PN1019
 PN1019;                    North         East     Units Scale Factor Converg.
 PN1019;SPC WI C     -    98,414.570   670,916.251   MT  0.99994462   +0 37 53.5
 PN1019;SPC WI C     -   322,881.80  2,201,164.40   sFT  0.99994462   +0 37 53.5
 PN1019;UTM  16      - 4,953,501.038   333,279.709   MT  0.99994181   -1 28 52.8
 PN1019
 PN1019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1019!SPC WI C     -   0.99994700  x   0.99994462  =   0.99989162
 PN1019!UTM  16      -   0.99994700  x   0.99994181  =   0.99988882
 PN1019
 PN1019                          SUPERSEDED SURVEY CONTROL
 PN1019
 PN1019  NAD 83(1986)-  44 42 55.76588(N)    089 06 17.76435(W) AD(       ) 2
 PN1019  NAD 27      -  44 42 55.84500(N)    089 06 17.37400(W) AD(       ) 2
 PN1019  NGVD 29 (07/19/86)  374.1    (m)         1227.     (f) VERT ANG       
 PN1019
 PN1019.Superseded values are not recommended for survey control.
 PN1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1019.See file dsdata.txt to determine how the superseded data were derived.
 PN1019
 PN1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ3328053501(NAD 83)
 PN1019_MARKER: DB = BENCH MARK DISK
 PN1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1019_MAGNETIC: N = NO MAGNETIC MATERIAL
 PN1019
 PN1019  HISTORY     - Date     Condition        Report By
 PN1019  HISTORY     - 1954     MONUMENTED       USGS
 PN1019  HISTORY     - 1980     GOOD             NGS
 PN1019
 PN1019                          STATION DESCRIPTION
 PN1019
 PN1019'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (DAJ)
 PN1019'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF THE VILLAGE
 PN1019'OF WITTENBERG AND 3 MILES SOUTHWEST OF THE VILLAGE OF TIGERTON.
 PN1019'IT IS 18 FEET SOUTHEAST OF THE NORTHEAST LEG OF THE TIGERTON
 PN1019'LOOKOUT TOWER AND 17 FEET NORTHEAST OF THE SOUTHEAST LEG OF THE
 PN1019'LOOKOUT TOWER.  THE MARK IS A 6 INCH SQUARE CONCRETE POST, SET
 PN1019'FLUSH WITH THE SURFACE AND IT IS A STANDARD U.S. GEOLOGICAL
 PN1019'SURVEY BENCH MARK DISK WITH NO STAMPING ON THE DISK.
 PN1019'
 PN1019'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION TIGERTON
 PN1019'TO B.M. (USGS) AND THE DISTANCE IS 68.06 FEET OR 20.746 METERS.
 PN1019'
 PN1019'TO REACH FROM THE POST OFFICE IN THE VILLAGE OF TIGERTON, GO WEST
 PN1019'ON COUNTY ROUTE M FOR 0.05 MILE TO THE JUNCTION OF COUNTY ROUTE
 PN1019'J AND M, TURN LEFT (SOUTH) ON COUNTY ROUTE M FOR 0.2 MILE, TURN
 PN1019'RIGHT (WESTERLY) AND CONTINUE ON COUNTY ROUTE M FOR 2.45 MILES
 PN1019'TO A SIDE ROAD LEFT, TURN LEFT (SOUTH) FOR 1.1 MILES TO A SIDE
 PN1019'ROAD RIGHT, TURN RIGHT (WEST) FOR 0.05 MILE TO A GATE ON THE
 PN1019'LEFT, TURN LEFT (SOUTH) THROUGH THE GATE AND FOLLOW A TRACK ROAD
 PN1019'FOR 0.1 MILE TO THE STATION SITE ON THE EAST SIDE OF THE
 PN1019'TIGERTON LOOKOUT TOWER.
 PN1019
 PN1019                          STATION RECOVERY (1980)
 PN1019
 PN1019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (EDW)
 PN1019'THE STATION IS LOCATED ABOUT 8 MILES SOUTH-SOUTHEAST OF
 PN1019'WHITTENBURG, 8 MILES EAST OF GALLOWAY AND 3 MILES SOUTHWEST
 PN1019'OF TIGERTON.
 PN1019'OWNERSHIP--MR. HENRY SCHERTZ, ROUTE 4, CLINTONVILLE, WISCONSIN
 PN1019'54929.
 PN1019'
 PN1019'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROUTES M AND J
 PN1019'IN THE CENTER OF TIGERTON, ONE BLOCK WEST FROM THE POST OFFICE,
 PN1019'GO SOUTH-SOUTHWEST, THEN WEST, SOUTH AND WEST ON COUNTY ROUTE
 PN1019'M FOR 2.5 MILES TO THE JUNCTION OF TOWER ROAD ON THE LEFT.
 PN1019'TURN LEFT AND GO SOUTH ON TOWER ROAD FOR 1.0 MILES TO A
 PN1019'PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST ON THE
 PN1019'PAVED ROAD FOR 0.05 MILE TO A TRACK ROAD AND A GATE ON THE
 PN1019'LEFT, (KEY NEEDED-SEE PROPERTY OWNER).  TURN LEFT, PASSING
 PN1019'THROUGH GATE, AND FOLLOW TRACK ROAD SOUTHWEST FOR 0.15
 PN1019'MILE TO THE TOP OF THE SMALL HILL AND THE STATION AS DESCRIBED.
 PN1019'
 PN1019'THE STATION IS A STANDARD USGS BENCH MARK DISK WITH NO
 PN1019'STAMPING, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 PN1019'21 CM ON A SIDE FLUSH WITH THE GROUND.
 PN1019'IT IS LOCATED
 PN1019'17.8 METERS (58.5 FT) NORTHWEST FROM A 24-INCH MAPLE TREE AND
 PN1019'13.7 METERS (45.0 FT) SOUTHWEST FROM A 36-INCH ELM TREE.
 PN1019'
 PN1019'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE NO REFERENCE
 PN1019'MARKS ARE ESTABLISHED FOR THIS STATION.
 PN1019'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 PN1019'
 PN1019'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 PN1019'TIGERTON 1954, USING STANDARDIZED 30 METER TAPES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0844 ***********************************************************************
 RM0844  DESIGNATION -  NEBAGA
 RM0844  PID         -  RM0844
 RM0844  STATE/COUNTY-  WI/DOUGLAS
 RM0844  USGS QUAD   -  LAKE MINNESUING (1984)
 RM0844
 RM0844                         *CURRENT SURVEY CONTROL
 RM0844  ___________________________________________________________________
 RM0844* NAD 83(1991)-  46 27 32.09548(N)    091 40 28.72004(W)     ADJUSTED  
 RM0844* NAVD 88     -       385.     (meters)    1263.     (feet)  SCALED    
 RM0844  ___________________________________________________________________
 RM0844  LAPLACE CORR-         -11.13  (seconds)                    DEFLEC99
 RM0844  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 RM0844
 RM0844  HORZ ORDER  -  THIRD
 RM0844
 RM0844.The horizontal coordinates were established by classical geodetic methods
 RM0844.and adjusted by the National Geodetic Survey in March 1999..
 RM0844
 RM0844.The orthometric height was scaled from a topographic map.
 RM0844
 RM0844.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0844
 RM0844.The geoid height was determined by GEOID03.
 RM0844
 RM0844;                    North         East     Units Scale Factor Converg.
 RM0844;SPC WI N     -   144,984.436   471,368.060   MT  0.99995824   -1 12 28.9
 RM0844;SPC WI N     -   475,669.77  1,546,480.04   sFT  0.99995824   -1 12 28.9
 RM0844;UTM  15      - 5,145,891.528   601,773.158   MT  0.99972732   +0 57 38.9
 RM0844
 RM0844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0844!SPC WI N     -   0.99994401  x   0.99995824  =   0.99990225
 RM0844!UTM  15      -   0.99994401  x   0.99972732  =   0.99967134
 RM0844
 RM0844|---------------------------------------------------------------------|
 RM0844| PID    Reference Object                     Distance      Geod. Az  |
 RM0844|                                                           dddmmss.s |
 RM0844| CJ3392 NEBAGA RM 1                          35.257 METERS 24817     |
 RM0844| CJ3393 NEBAGA RM 2                          31.020 METERS 33045     |
 RM0844| CJ3391 NEBAGA AZ MK                                       3374345.2 |
 RM0844|---------------------------------------------------------------------|
 RM0844
 RM0844                          SUPERSEDED SURVEY CONTROL
 RM0844
 RM0844  NAD 83(1991)-  46 27 32.09524(N)    091 40 28.72014(W) AD(       ) 3
 RM0844  NAD 83(1986)-  46 27 32.08918(N)    091 40 28.71695(W) AD(       ) 3
 RM0844  NAD 27      -  46 27 32.29600(N)    091 40 28.00700(W) AD(       ) 3
 RM0844
 RM0844.Superseded values are not recommended for survey control.
 RM0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0844.See file dsdata.txt to determine how the superseded data were derived.
 RM0844
 RM0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM0177345892(NAD 83)
 RM0844_MARKER: DS = TRIANGULATION STATION DISK
 RM0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0844
 RM0844  HISTORY     - Date     Condition        Report By
 RM0844  HISTORY     - 1953     MONUMENTED       CGS
 RM0844  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RM0844
 RM0844                          STATION DESCRIPTION
 RM0844
 RM0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 RM0844'STATION IS LOCATED ABOUT 7-1/2 MILES SOUTHWEST OF THE VILLAGE
 RM0844'OF BRULE, 10 MILES NORTHEAST OF THE VILLAGE OF SOLON SPRINGS,
 RM0844'AND ABOUT 2 MILES SOUTH-SOUTHEAST OF THE SOUTH END OF LAKE
 RM0844'NEBAGAMON.  IT IS 12 FEET NORTH OF A TREE WITH A TRIANGLE
 RM0844'BLAZE, 13 FEET WEST OF A TREE WITH A TRIANGLE BLAZE, AND
 RM0844'5 FEET NORTHWEST OF A WITNESS POST.  THE MARK PROJECTS 6
 RM0844'INCHES AND THE DISK IS STAMPED NEBAGA 1953.
 RM0844'
 RM0844'REFERENCE MARK NO. 1 IS 35 FEET EAST OF THE APPROXIMATE
 RM0844'CENTERLINE OF COUNTY ROUTE S, AND 6 FEET EAST OF THE EDGE OF THE
 RM0844'DITCH.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 RM0844'NEBAGA NO 1 1953.
 RM0844'
 RM0844'REFERENCE MARK NO. 2 IS 6 FEET EAST OF THE APPROXIMATE CENTERLINE
 RM0844'OF THE DRIVEWAY.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 RM0844'STAMPED NEBAGA NO 2 1953.
 RM0844'
 RM0844'AZIMUTH MARK IS 28 FEET WEST OF THE APPROXIMATE CENTERLINE
 RM0844'OF THE ROAD, 10 FEET SOUTHEAST OF A UTILITY POLE, AND 3 FEET SOUTH
 RM0844'OF A WITNESS POST.  THE MARK PROJCTS 6 INCHES AND THE DISK IS
 RM0844'STAMPED NEBAGA 1953.
 RM0844'
 RM0844'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY NO. 2 AND
 RM0844'STATE HIGHWAY NO. 27 IN THE VILLAGE OF BRULE, GO SOUTH AND
 RM0844'WEST ON STATE HIGHWAY NO. 27 FOR 3.1 MILES TO WHERE STATE
 RM0844'HIGHWAY NO. 27 CURVES LEFT.  CONTINUE STRAIGHT AHEAD ON COUNTY
 RM0844'ROUTE B FOR 3.7 MILES TO A PAVED SIDE ROAD LEFT.  TURN LEFT
 RM0844'AND GO SOUTH ON COUNTY ROUTE S FOR 4.05 MILES TO A TRIANGLE
 RM0844'BLAZED TREE ON LEFT, JUST PAST A SIDE ROAD LEFT AND A SMALL
 RM0844'BROWN HOUSE ON LEFT.  TURN LEFT AND GO EASTERLY ON WOODS
 RM0844'ROAD FOR ABOUT 70 YARDS TO TOP OF KNOLL AND STATION AS
 RM0844'DESCRIBED.
 RM0844'
 RM0844'AZIMUTH MARK IS 0.4 MILES NORTH-NORTHWEST OF THE STATION ON
 RM0844'LEFT (WEST) SIDE OF COUNTY ROUTE S.
 RM0844'
 RM0844'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 RM0844
 RM0844                          STATION RECOVERY (1989)
 RM0844
 RM0844'RECOVERY NOTE BY US POWER SQUADRON 1989 (RJB)
 RM0844'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5686 ***********************************************************************
 DH5686  DESIGNATION -  NEC SO
 DH5686  PID         -  DH5686
 DH5686  STATE/COUNTY-  WI/JUNEAU
 DH5686  USGS QUAD   -  KELLY (1983)
 DH5686
 DH5686                         *CURRENT SURVEY CONTROL
 DH5686  ___________________________________________________________________
 DH5686* NAD 83(1997)-  43 59 34.24473(N)    090 04 20.56510(W)     ADJUSTED  
 DH5686* NAVD 88     -                                                        
 DH5686  ___________________________________________________________________
 DH5686  X           -      -5,806.173 (meters)                     COMP
 DH5686  Y           -  -4,596,197.213 (meters)                     COMP
 DH5686  Z           -   4,407,686.163 (meters)                     COMP
 DH5686  LAPLACE CORR-          -4.73  (seconds)                    DEFLEC99
 DH5686  ELLIP HEIGHT-         239.58  (meters)          (08/01/05) GPS OBS
 DH5686  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 DH5686
 DH5686  HORZ ORDER  -  FIRST
 DH5686  ELLP ORDER  -  SECOND    CLASS I
 DH5686
 DH5686.The horizontal coordinates were established by GPS observations
 DH5686.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5686
 DH5686
 DH5686.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5686
 DH5686.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5686
 DH5686.The ellipsoidal height was determined by GPS observations
 DH5686.and is referenced to NAD 83.
 DH5686
 DH5686.The geoid height was determined by GEOID03.
 DH5686
 DH5686;                    North         East     Units Scale Factor Converg.
 DH5686;SPC WI S     -   221,394.693   594,194.126   MT  0.99998584   -0 02 59.0
 DH5686;SPC WI S     -   726,359.09  1,949,451.90   sFT  0.99998584   -0 02 59.0
 DH5686;UTM  15      - 4,875,245.767   734,751.332   MT  1.00027784   +2 02 03.7
 DH5686;UTM  16      - 4,875,668.304   253,640.821   MT  1.00034654   -2 08 06.2
 DH5686
 DH5686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5686!SPC WI S     -   0.99996243  x   0.99998584  =   0.99994827
 DH5686!UTM  15      -   0.99996243  x   1.00027784  =   1.00024026
 DH5686!UTM  16      -   0.99996243  x   1.00034654  =   1.00030896
 DH5686
 DH5686                          SUPERSEDED SURVEY CONTROL
 DH5686
 DH5686.No superseded survey control is available for this station.
 DH5686
 DH5686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ3475175246(NAD 83)
 DH5686_MARKER: DD = SURVEY DISK
 DH5686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5686_STAMPING: NEC SO 1994
 DH5686_MARK LOGO: WI-057
 DH5686_PROJECTION: FLUSH
 DH5686_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5686+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2003
 DH5686
 DH5686  HISTORY     - Date     Condition        Report By
 DH5686  HISTORY     - 1994     MONUMENTED       WI-057
 DH5686  HISTORY     - 20030826 GOOD             WIDT
 DH5686
 DH5686                          STATION DESCRIPTION
 DH5686
 DH5686'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5686'OWNERSHIP--WISCONSIN DEPARMENT OF TRANSPORTATION.  TO REACH THE
 DH5686'STATION FROM THE  JUNCTION OF STATE HIGHWAY 21 WITH STATE HIGHWAY 80
 DH5686'IN THE VILLAGE OF NECEDAH, GO SOUTH  ON STATE HIGHWAY 80 FOR 2.2 MI TO
 DH5686'25 TH STREET WEST ON THE LEFT, CONTINUE SOUTH ON STATE  HIGHWAY 80 FOR
 DH5686'0.15 MI TO THE STATION ON THE RIGHT.  THE STATION IS A BRONZE JUNEAU
 DH5686'COUNTY GEODETIC CONTROL MARKER DISK SET IN THE TOP OF A 40-CM DIAMETER
 DH5686'CONCRETE POST  ABOUT 1 M BELOW THE HIGHWAY PAVEMENT.  THE STATION IS
 DH5686'15.4 M WEST OF THE CENTERLINE OF  STATE HIGHWAY 80, 0.1 MI NORTH OF
 DH5686'CAMDEN DRIVE,  64 M SOUTH OF A METAL POST FOR A --R/W--  SIGN AND 1.0
 DH5686'M NORTH, SOUTH OF TWO ORANGE 4X4 PLASTIC WITNESS POSTS.  ---NOTE---
 DH5686'THIS  STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 18
 DH5686'DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0096 ***********************************************************************
 PO0096  DESIGNATION -  NECEDAH
 PO0096  PID         -  PO0096
 PO0096  STATE/COUNTY-  WI/JUNEAU
 PO0096  USGS QUAD   -  NECEDAH (1969)
 PO0096
 PO0096                         *CURRENT SURVEY CONTROL
 PO0096  ___________________________________________________________________
 PO0096* NAD 83(1991)-  44 02 04.08886(N)    090 04 51.79131(W)     ADJUSTED  
 PO0096* NAVD 88     -       277.801  (meters)     911.42   (feet)  ADJUSTED  
 PO0096  ___________________________________________________________________
 PO0096  LAPLACE CORR-          -5.30  (seconds)                    DEFLEC99
 PO0096  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 PO0096  DYNAMIC HT  -         277.741 (meters)     911.22  (feet)  COMP
 PO0096  MODELED GRAV-     980,396.4   (mgal)                       NAVD 88
 PO0096
 PO0096  HORZ ORDER  -  FIRST
 PO0096  VERT ORDER  -  FIRST     CLASS II
 PO0096
 PO0096.The horizontal coordinates were established by classical geodetic methods
 PO0096.and adjusted by the National Geodetic Survey in November 1991..
 PO0096
 PO0096.The orthometric height was determined by differential leveling
 PO0096.and adjusted by the National Geodetic Survey in June 1991..
 PO0096
 PO0096.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0096
 PO0096.The geoid height was determined by GEOID03.
 PO0096
 PO0096.The dynamic height is computed by dividing the NAVD 88
 PO0096.geopotential number by the normal gravity value computed on the
 PO0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0096.degrees latitude (g = 980.6199 gals.).
 PO0096
 PO0096.The modeled gravity was interpolated from observed gravity values.
 PO0096
 PO0096;                    North         East     Units Scale Factor Converg.
 PO0096;SPC WI S     -   226,020.160   593,502.843   MT  0.99999362   -0 03 20.5
 PO0096;SPC WI S     -   741,534.47  1,947,183.91   sFT  0.99999362   -0 03 20.5
 PO0096;UTM  15      - 4,879,844.338   733,891.993   MT  1.00027288   +2 01 47.5
 PO0096;UTM  16      - 4,880,317.536   253,118.187   MT  1.00034970   -2 08 33.7
 PO0096
 PO0096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0096!SPC WI S     -   0.99996193  x   0.99999362  =   0.99995555
 PO0096!UTM  15      -   0.99996193  x   1.00027288  =   1.00023480
 PO0096!UTM  16      -   0.99996193  x   1.00034970  =   1.00031162
 PO0096
 PO0096                          SUPERSEDED SURVEY CONTROL
 PO0096
 PO0096  NAD 83(1986)-  44 02 04.08668(N)    090 04 51.79864(W) AD(       ) 1
 PO0096  NAD 27      -  44 02 04.21000(N)    090 04 51.33200(W) AD(       ) 1
 PO0096  NGVD 29 (??/??/92)  277.809  (m)          911.45   (f) ADJ UNCH    1 2
 PO0096
 PO0096.Superseded values are not recommended for survey control.
 PO0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0096.See file dsdata.txt to determine how the superseded data were derived.
 PO0096
 PO0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ3389279844(NAD 83)
 PO0096_MARKER: DE = TRAVERSE STATION DISK
 PO0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0096_STAMPING: NECEDAH 1926
 PO0096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PO0096
 PO0096  HISTORY     - Date     Condition        Report By
 PO0096  HISTORY     - 1926     MONUMENTED       CGS
 PO0096  HISTORY     - 1930     GOOD             CGS
 PO0096  HISTORY     - 1930     GOOD             CGS
 PO0096  HISTORY     - 1930     GOOD             NGS
 PO0096  HISTORY     - 1958     MARK NOT FOUND   USGS
 PO0096  HISTORY     - 1969     MARK NOT FOUND   USGS
 PO0096  HISTORY     - 1973     GOOD             WIDT
 PO0096  HISTORY     - 1985     MARK NOT FOUND   NGS
 PO0096  HISTORY     - 20030618 MARK NOT FOUND   WIDT
 PO0096
 PO0096                          STATION DESCRIPTION
 PO0096
 PO0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GLB)
 PO0096'AT NECEDAH, IN NW OUTSKIRTS OF VILLAGE OF COUNTY TRUNK
 PO0096'HIGHWAY D, ON EXTENSION OF THE W RAIL FROM THE N ABOUT 267
 PO0096'METERS FROM POINT OF CURVATURE.
 PO0096'
 PO0096'STATION IS ON E SIDE OF ROAD AND ABOUT 15 FEET W OF E FENCE
 PO0096'LINE.  ABOUT 0.1 MILE S OF CROSSING OF COUNTY ROAD D AND THE
 PO0096'TRACKS OF THE C.M. AND ST. P. RY.
 PO0096'
 PO0096'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 PO0096'IN CONCRETE POSTS.
 PO0096
 PO0096                          STATION RECOVERY (1930)
 PO0096
 PO0096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (ITS)
 PO0096'FOUND AND DESCRIBED AS FOLLOWS--AT NECEDAH, IN NW OUTSKIRTS
 PO0096'OF THE VILLAGE, ON COUNTY HIGHWAY D ON EXTENSION OF THE W
 PO0096'RAIL FROM THE N ABOUT 267 METERS FROM POINT OF CURVATURE.
 PO0096'STATION IS ON E SIDE OF ROAD AND ABOUT 15 FEET W OF THE E
 PO0096'FENCE LINE, ABOUT 0.1 MILE S OF THE CROSSING OF COUNTY ROAD
 PO0096'D AND THE TRACKS OF THE C.M. AND ST. P. RY.
 PO0096'
 PO0096'THE HIGHWAY D HAS BEEN CHANGED TO E.
 PO0096'
 PO0096'TO REACH FROM NECEDAH, FOLLOW HIGHWAY E N FROM THE POST OFFICE
 PO0096'1 MILE TO THE STATION.
 PO0096'
 PO0096'THIS IS A TRAVERSE STATION.
 PO0096
 PO0096                          STATION RECOVERY (1930)
 PO0096
 PO0096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PO0096'THE MARK WAS FOUND AS DESCRIBED.  THE DESCRIPTION IS ADEQUATE.
 PO0096'THE MARK IS IN GOOD CONDITION.
 PO0096
 PO0096                          STATION RECOVERY (1930)
 PO0096
 PO0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1930
 PO0096'AT NECEDAH.
 PO0096'AT NECEDAH ON THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 PO0096'RAILROAD, 0.8 MILE NORTH FROM THE STATION AT NECEDAH, ON THE
 PO0096'EXTENSION OF THE WEST RAIL FROM THE NORTH ABOUT 875 FEET FROM
 PO0096'P.C. STATION, ON THE EAST SIDE OF COUNTY HIGHWAY D, 15 FEET WEST
 PO0096'OF EAST FENCE LINE, 1/10 MILE SOUTH OF THE GRADE CROSSING OF
 PO0096'COUNTY HIGHWAY D GRADE CROSSING, STANDARD TRAVERSE STATION.
 PO0096'NOTE-- HWY HAS BEEN REBUILT, RIGHT-OF-WAY FENCE IS NO LONGER THERE.
 PO0096
 PO0096                          STATION RECOVERY (1958)
 PO0096
 PO0096'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 PO0096'MARK NOT FOUND.
 PO0096
 PO0096                          STATION RECOVERY (1969)
 PO0096
 PO0096'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (RLP)
 PO0096'MARK NOT FOUND IN 30 MINUTE SEARCH.  THERE IS NO APPARENT REASON
 PO0096'WHY THAT IT SHOULD NOT BE IN PLACE.  THE AREA IS SANDY, AND THE
 PO0096'MARK MAY BE SLIGHTLY COVERED WITH SAND.  OLD DESCRIPTION
 PO0096'INSUFFICIENT TO LOCATE EXACT SPOT.
 PO0096
 PO0096                          STATION RECOVERY (1973)
 PO0096
 PO0096'RECOVERY NOTE BY WI DEPT OF TRANSP 1973 (GFN)
 PO0096'NECEDAH 1926-GOOD
 PO0096'
 PO0096'248 FT SOUTH FROM STH 80 ALONG CENTER OF JOHN ST., AND 19.5
 PO0096'FT EAST OF JOHN ST., 85.5 FT NORTH OF FIRE HYDRANT.  FORMER
 PO0096'DESCRIPTION IN RELATION TO RAILROAD TRACKS IS STILL ADEQUATE.
 PO0096
 PO0096                          STATION RECOVERY (1985)
 PO0096
 PO0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PO0096'MARK NOT FOUND.
 PO0096
 PO0096                          STATION RECOVERY (2003)
 PO0096
 PO0096'RECOVERY NOTE BY WI DEPT OF TRANSP 2003 (DJH)
 PO0096'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0557 ***********************************************************************
 PO0557  DESIGNATION -  NECEDAH BLUFF
 PO0557  PID         -  PO0557
 PO0557  STATE/COUNTY-  WI/JUNEAU
 PO0557  USGS QUAD   -  NECEDAH (1969)
 PO0557
 PO0557                         *CURRENT SURVEY CONTROL
 PO0557  ___________________________________________________________________
 PO0557* NAD 83(1991)-  44 01 20.03415(N)    090 04 27.81824(W)     ADJUSTED  
 PO0557* NAVD 88     -       333.2    (meters)    1093.     (feet)  VERTCON   
 PO0557  ___________________________________________________________________
 PO0557  LAPLACE CORR-          -5.17  (seconds)                    DEFLEC99
 PO0557  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 PO0557
 PO0557  HORZ ORDER  -  FIRST
 PO0557
 PO0557.The horizontal coordinates were established by classical geodetic methods
 PO0557.and adjusted by the National Geodetic Survey in November 1991..
 PO0557
 PO0557.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0557
 PO0557.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0557
 PO0557.The geoid height was determined by GEOID03.
 PO0557
 PO0557;                    North         East     Units Scale Factor Converg.
 PO0557;SPC WI S     -   224,659.939   594,035.425   MT  0.99999128   -0 03 04.0
 PO0557;SPC WI S     -   737,071.82  1,948,931.22   sFT  0.99999128   -0 03 04.0
 PO0557;UTM  15      - 4,878,504.020   734,473.882   MT  1.00027623   +2 02 02.5
 PO0557;UTM  16      - 4,878,938.334   253,601.059   MT  1.00034677   -2 08 15.3
 PO0557
 PO0557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0557!SPC WI S     -   0.99995325  x   0.99999128  =   0.99994453
 PO0557!UTM  15      -   0.99995325  x   1.00027623  =   1.00022946
 PO0557!UTM  16      -   0.99995325  x   1.00034677  =   1.00030000
 PO0557
 PO0557|---------------------------------------------------------------------|
 PO0557| PID    Reference Object                     Distance      Geod. Az  |
 PO0557|                                                           dddmmss.s |
 PO0557| CJ5804 NECEDAH BLUFF RM 1                   22.924 METERS 04235     |
 PO0557| CJ5805 NECEDAH BLUFF RM 2                   42.623 METERS 18023     |
 PO0557|---------------------------------------------------------------------|
 PO0557
 PO0557                          SUPERSEDED SURVEY CONTROL
 PO0557
 PO0557  NAD 83(1986)-  44 01 20.03170(N)    090 04 27.82553(W) AD(       ) 1
 PO0557  NAD 27      -  44 01 20.15500(N)    090 04 27.36000(W) AD(       ) 1
 PO0557  NGVD 29 (07/19/86)  333.2    (m)         1093.     (f) VERT ANG       
 PO0557
 PO0557.Superseded values are not recommended for survey control.
 PO0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0557.See file dsdata.txt to determine how the superseded data were derived.
 PO0557
 PO0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ3447478504(NAD 83)
 PO0557_MARKER: DS = TRIANGULATION STATION DISK
 PO0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0557_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 PO0557
 PO0557  HISTORY     - Date     Condition        Report By
 PO0557  HISTORY     - 1930     MONUMENTED       CGS
 PO0557  HISTORY     - 1973     GOOD             WIDT
 PO0557  HISTORY     - 1981     GOOD             NGS
 PO0557  HISTORY     - 20000326 GOOD             USPSQD
 PO0557
 PO0557                          STATION DESCRIPTION
 PO0557
 PO0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (ITS)
 PO0557'STATION IS IN THE VILLAGE OF NECEDAH, ON THE WESTERLY END OF
 PO0557'A PROMINENT HILL, THE EASTERLY END OF WHICH IS OCCUPIED BY
 PO0557'A STEEL FIRE LOOKOUT TOWER, ON LAND OWNED JOINTLY BY MISS
 PO0557'M. MINOR, MRS. E.K. NILES, BOTH OF NECEDAH AND MRS. J.W. ROBINSON
 PO0557'OF LOS ANGELES, CAL.
 PO0557'
 PO0557'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 PO0557'CONCRETE POSTS.
 PO0557'
 PO0557'UNDERGROUND MARK IS IN BEDROCK, A STANDARD BRONZE DISK WEDGED
 PO0557'IN A DRILL HOLE IN BEDROCK.
 PO0557'
 PO0557'REFERENCE MARK NO. 1 IS E OF STATION, 4 INCHES ABOVE THE GROUND.
 PO0557'
 PO0557'REFERENCE MARK NO. 2 IS SW OF STATION, 4 INCHES ABOVE THE
 PO0557'SURFACE OF THE GROUND.
 PO0557'
 PO0557'TO REACH STATION FROM NECEDAH GO S 1 BLOCK FROM POST OFFICE
 PO0557'AND TURN W, N AND W, ABOUT 2-1/2 BLOCKS TO GUARD RAILS ABOVE
 PO0557'A GRAVEL PIT.  TAKE TRAIL OPPOSITE GUARD RAIL S 100 YARDS
 PO0557'TO TOP OF RIDGE IN SADDLE, JUST W OF FIRE LOOKOUT TOWER, THENCE
 PO0557'W ALONG RIDGE 150 YARDS TO STATION.  SURFACE MARK IS 4 INCHES
 PO0557'ABOVE SURFACE OF THE GROUND.  SUBSURFACE MARK IS SET IN BEDROCK
 PO0557'30 INCHES BELOW THE SURFACE OF THE GROUND.
 PO0557'
 PO0557'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.2 METERS.
 PO0557
 PO0557                          STATION RECOVERY (1973)
 PO0557
 PO0557'RECOVERY NOTE BY WI DEPT OF TRANSP 1973 (GFN)
 PO0557'NECEDAH BLUFF 1930-GOOD
 PO0557'
 PO0557'R.M. 1-GOOD
 PO0557'
 PO0557'R.M. 2-GOOD
 PO0557'
 PO0557'FROM INTERSECTION STH 21 AND 83 GO WEST 1 BLOCK TO SHERIDAN
 PO0557'ST. THENCE SOUTH TO END OF ROAD AT BASE OF HILL.  THENCE
 PO0557'FOLLOW TRAIL AS IN ORIGINAL DESCRIPTION.
 PO0557
 PO0557                          STATION RECOVERY (1981)
 PO0557
 PO0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 PO0557'THE STATON MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 PO0557'CONDITION. THE DIRECTION TO THE REFERENCE MARKS CHECKED. THE
 PO0557'DISTANCE TO REFERENCE MARK 1 CHECKED. A DIFFERENCE OF 0.119 METER
 PO0557'SHORTER IN THE DISTANCE TO REFERENCE MARK 2 WAS NOTED. A COMPLETE
 PO0557'DESCRIPTION FOLLOWS.
 PO0557'
 PO0557'THE STATION IS LOCATED IN NECEDAH, ON A BLUFF OVERLOOKING THE TOWN.
 PO0557'IT IS IN THE NE1/4,S24,T18N,R3E OF NECEDAH TOWNSHIP.
 PO0557'OWNERSHIP--CITY OF NECEDAH, DWAINE HARP, MAYOR,
 PO0557'NECEDAH, WI 54646, TELE 608-565-2415.
 PO0557'
 PO0557'TO REACH THE STATION FROM THE POST OFFICE IN NECEDAH, GO SOUTH
 PO0557'ON STATE HIGHWAY 30 FOR 0.6 KM (0.4 MI) TO A CROSSROAD. TURN
 PO0557'RIGHT AND GO WESTERLY ON 6TH STREET FOR 0.6 KM (0.4 MI) TO THE END
 PO0557'OF PAVEMENT. CONTINUE WEST FOR 0.1 KM (0.05 MI) TO A SIDE ROAD
 PO0557'RIGHT.  TURN RIGHT AND GO NORTHERLY ON A GRAVEL ROAD FOR 0.1 KM
 PO0557'(0.05 MI) TO A GRAVEL PIT. KEEP TO THE RIGHT, EAST SIDE, AND GO
 PO0557'NORTHEASTERLY AND UPHILL FOR 0.3 KM (0.2 MI) TO A POINT
 PO0557'OVERLOOKING THE GRAVEL PIT TO THE LEFT AND A TRACK ROAD RIGHT.
 PO0557'TURN RIGHT AND GO EASTERLY, UPHILL, INTO THE WOODS FOR 0.2 KM
 PO0557'(0.1 MI) TO THE TOP OF THE BLUFF AND THE STATION TO THE RIGHT.
 PO0557'
 PO0557'THE STATION IS A STANDARD CGS DISK
 PO0557'STAMPED---NECEDAH BLUFF 1930---,
 PO0557'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 PO0557'PROJECTING 3 CM ABOVE THE GROUND.  IT IS LOCATED
 PO0557'3.5 METERS (11.5 FT) SOUTHEAST FROM A 13-INCH OAK TREE,
 PO0557'3.0 METERS (9.8 FT) NORTH-NORTHWEST FROM A TRIPLE-TRUNK TREE AND
 PO0557'11.5 METERS (37.7 FT) SOUTH FROM THE CENTER OF A TRACK ROAD.
 PO0557'THE UNDERGROUND MARK IS MENTIONED IN THE OLD DATA.
 PO0557'
 PO0557'REFERENCE MARK NUMBER 01 IS A STANDARD CGS DISK
 PO0557'STAMPED---NECEDAH BLUFF NO.1 1930---,
 PO0557'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 PO0557'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 PO0557'5.1 METERS (16.7 FT) NORTHEAST FROM A LEANING 7-INCH OAK TREE
 PO0557'13.1 METERS (43.0 FT) SOUTH FROM A TRACK ROAD.
 PO0557'MARK IS LEVEL WITH STATION.
 PO0557'
 PO0557'REFERENCE MARK NUMBER 02 IS A STANDARD CGS DISK
 PO0557'STAMPED---NECEDAH BLUFF NO.2 1930---,
 PO0557'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 PO0557'PROJECTING 20 CM ABOVE THE GROUND.  IT IS LOCATED
 PO0557'8.4 METERS (27.6 FT) SOUTHEAST FROM A DOUBLE TRUNK
 PO0557'8-INCH OAK TREE AND
 PO0557'0.5 METER (1.6 FT) NORTH FROM A METAL WITNESS POST.
 PO0557'MARK IS BELOW STATION 1.5 METERS.
 PO0557'
 PO0557'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE NO CLEARING OF
 PO0557'BRUSH AND TREES ON LINE WAS ALLOWED.
 PO0557'
 PO0557'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 23.1 METERS.
 PO0557'
 PO0557'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 PO0557
 PO0557                          STATION RECOVERY (2000)
 PO0557
 PO0557'RECOVERY NOTE BY US POWER SQUADRON 2000
 PO0557'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5477 ***********************************************************************
 DH5477  DESIGNATION -  NECEDAH C GPS
 DH5477  PID         -  DH5477
 DH5477  STATE/COUNTY-  WI/JUNEAU
 DH5477  USGS QUAD   -  CUTLER (1980)
 DH5477
 DH5477                         *CURRENT SURVEY CONTROL
 DH5477  ___________________________________________________________________
 DH5477* NAD 83(1997)-  44 01 28.77967(N)    090 08 02.93509(W)     ADJUSTED  
 DH5477* NAVD 88     -                                                        
 DH5477  ___________________________________________________________________
 DH5477  X           -     -10,755.494 (meters)                     COMP
 DH5477  Y           -  -4,593,734.867 (meters)                     COMP
 DH5477  Z           -   4,410,231.434 (meters)                     COMP
 DH5477  LAPLACE CORR-          -5.85  (seconds)                    DEFLEC99
 DH5477  ELLIP HEIGHT-         243.37  (meters)          (08/01/05) GPS OBS
 DH5477  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 DH5477
 DH5477  HORZ ORDER  -  FIRST
 DH5477  ELLP ORDER  -  SECOND    CLASS I
 DH5477
 DH5477.The horizontal coordinates were established by GPS observations
 DH5477.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5477
 DH5477
 DH5477.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5477
 DH5477.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5477
 DH5477.The ellipsoidal height was determined by GPS observations
 DH5477.and is referenced to NAD 83.
 DH5477
 DH5477.The geoid height was determined by GEOID03.
 DH5477
 DH5477;                    North         East     Units Scale Factor Converg.
 DH5477;SPC WI S     -   224,935.855   589,245.000   MT  0.99999174   -0 05 31.8
 DH5477;SPC WI S     -   737,977.05  1,933,214.64   sFT  0.99999174   -0 05 31.8
 DH5477;UTM  15      - 4,878,605.500   729,675.289   MT  1.00024883   +1 59 33.2
 DH5477
 DH5477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5477!SPC WI S     -   0.99996184  x   0.99999174  =   0.99995358
 DH5477!UTM  15      -   0.99996184  x   1.00024883  =   1.00021066
 DH5477
 DH5477                          SUPERSEDED SURVEY CONTROL
 DH5477
 DH5477.No superseded survey control is available for this station.
 DH5477
 DH5477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ2967578605(NAD 83)
 DH5477_MARKER: DD = SURVEY DISK
 DH5477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5477_STAMPING: NECEDAH C GPS 2004
 DH5477_MARK LOGO: WIDT  
 DH5477_PROJECTION: FLUSH
 DH5477_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5477+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH5477
 DH5477  HISTORY     - Date     Condition        Report By
 DH5477  HISTORY     - 2003     MONUMENTED       WIDT
 DH5477  HISTORY     - 20051228 GOOD             WIDT
 DH5477
 DH5477                          STATION DESCRIPTION
 DH5477
 DH5477'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5477'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH5477'STATION FROM THE  JUNCTION OF STATE HIGHWAY 80 (MAIN STREET) WITH
 DH5477'STATE HIGHWAY 21 IN THE VILLAGE OF  NECEDAH, GO WEST ON STATE HIGHWAY
 DH5477'21 FOR 3.0 MI TO 9TH AVENUE ON THE RIGHT AND THE  STATION ON THE LEFT.
 DH5477'THE STATION IS A  BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH5477'GEODETIC  SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM
 DH5477'DIAMETER CONCRETE POST ABOUT 1 M  BELOW THE HIGHWAY PAVEMENT.  THE
 DH5477'STATION IS 25.4 M SOUTH OF THE CENTERLINE OF STATE  HIGHWAY 21, 112 M
 DH5477'WEST OF THE EXTENDED CENTERLINE OF 9TH AVENUE, 14.0 M NORTH OF THE
 DH5477'NORTHERN RAIL OF THE RAILROAD TRACKS, 1.0 M NORTH OF AN  ORANGE 4X4
 DH5477'PLASTIC WITNESS POST, 1.0 M SOUTHEAST OF AN  ORANGE 4X4  PLASTIC
 DH5477'WITNESS POST AND 1.0 M SOUTHWEST OF AN ORANGE 4X4 PLASTIC WITNESS
 DH5477'POST.   ---NOTE---THIS  STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING
 DH5477'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DH5477
 DH5477                          STATION RECOVERY (2005)
 DH5477
 DH5477'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5477'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5465 ***********************************************************************
 DH5465  DESIGNATION -  NECEDAH N GPS
 DH5465  PID         -  DH5465
 DH5465  STATE/COUNTY-  WI/JUNEAU
 DH5465  USGS QUAD   -  FINLEY (1969)
 DH5465
 DH5465                         *CURRENT SURVEY CONTROL
 DH5465  ___________________________________________________________________
 DH5465* NAD 83(1997)-  44 08 54.62144(N)    090 07 53.39979(W)     ADJUSTED  
 DH5465* NAVD 88     -                                                        
 DH5465  ___________________________________________________________________
 DH5465  X           -     -10,521.170 (meters)                     COMP
 DH5465  Y           -  -4,584,166.202 (meters)                     COMP
 DH5465  Z           -   4,420,121.213 (meters)                     COMP
 DH5465  LAPLACE CORR-          -5.32  (seconds)                    DEFLEC99
 DH5465  ELLIP HEIGHT-         250.69  (meters)          (08/01/05) GPS OBS
 DH5465  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 DH5465
 DH5465  HORZ ORDER  -  FIRST
 DH5465  ELLP ORDER  -  SECOND    CLASS I
 DH5465
 DH5465.The horizontal coordinates were established by GPS observations
 DH5465.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5465
 DH5465
 DH5465.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5465
 DH5465.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5465
 DH5465.The ellipsoidal height was determined by GPS observations
 DH5465.and is referenced to NAD 83.
 DH5465
 DH5465.The geoid height was determined by GEOID03.
 DH5465
 DH5465;                    North         East     Units Scale Factor Converg.
 DH5465;SPC WI S     -   238,696.456   589,479.052   MT  1.00001765   -0 05 25.3
 DH5465;SPC WI S     -   783,123.29  1,933,982.52   sFT  1.00001765   -0 05 25.3
 DH5465;UTM  15      - 4,892,368.852   729,408.013   MT  1.00024730   +1 59 55.8
 DH5465
 DH5465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5465!SPC WI S     -   0.99996069  x   1.00001765  =   0.99997834
 DH5465!UTM  15      -   0.99996069  x   1.00024730  =   1.00020798
 DH5465
 DH5465                          SUPERSEDED SURVEY CONTROL
 DH5465
 DH5465.No superseded survey control is available for this station.
 DH5465
 DH5465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ2940892369(NAD 83)
 DH5465_MARKER: DD = SURVEY DISK
 DH5465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5465_STAMPING: NECEDAH N GPS 2004
 DH5465_MARK LOGO: WIDT  
 DH5465_PROJECTION: FLUSH
 DH5465_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5465+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 DH5465
 DH5465  HISTORY     - Date     Condition        Report By
 DH5465  HISTORY     - 2003     MONUMENTED       WIDT
 DH5465  HISTORY     - 20051228 GOOD             WIDT
 DH5465
 DH5465                          STATION DESCRIPTION
 DH5465
 DH5465'DESCRIBED BY WI DEPT OF TRANSP 2003 (TSS)
 DH5465'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DH5465'STATION FROM THE  JUNCTION OF STATE HIGHWAY 80 WITH 9TH STREET WEST
 DH5465'AND 12TH AVENUE ABOUT 8 MI NORTH OF  THE VILLAGE OF NECEDAH, GO NORTH
 DH5465'ON STATE HIGHWAY 80 FOR 0.05 MI TO THE STATION ON THE  RIGHT.  THE
 DH5465'STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC
 DH5465'SURVEY CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER
 DH5465'CONCRETE POST ABOUT 1 M  BELOW THE HIGHWAY PAVEMENT.  THE STATION IS
 DH5465'15.8 M EAST OF THE CENTERLINE OF STATE  HIGHWAY 80, 21.9 M WEST OF THE
 DH5465'WESTERN RAIL OF THE RAILROAD TRACKS, 17 M SOUTH OF THE  EXTENDED
 DH5465'CENTERLINE OF THE NORTHERN ENTRANCE TO --THE REFUGE MOTEL--, 1.0 M
 DH5465'EAST,  SOUTHWEST, AND NORTHWEST OF THREE ORANGE 4X4 PLASTIC WITNESS
 DH5465'POSTS.  ---NOTE---THIS  STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING
 DH5465'HIGHER THAN 15 DEGREES ABOVE THE  HORIZON.
 DH5465
 DH5465                          STATION RECOVERY (2005)
 DH5465
 DH5465'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (PJH)
 DH5465'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5476 ***********************************************************************
 DH5476  DESIGNATION -  NECEDAH S GPS
 DH5476  PID         -  DH5476
 DH5476  STATE/COUNTY-  WI/JUNEAU
 DH5476  USGS QUAD   -  KELLY (1983)
 DH5476
 DH5476                         *CURRENT SURVEY CONTROL
 DH5476  ___________________________________________________________________
 DH5476* NAD 83(1997)-  43 59 30.59069(N)    090 07 19.99206(W)     ADJUSTED  
 DH5476* NAVD 88     -                                                        
 DH5476  ___________________________________________________________________
 DH5476  X           -      -9,804.515 (meters)                     COMP
 DH5476  Y           -  -4,596,272.464 (meters)                     COMP
 DH5476  Z           -   4,407,608.599 (meters)                     COMP
 DH5476  LAPLACE CORR-          -5.18  (seconds)                    DEFLEC99
 DH5476  ELLIP HEIGHT-         244.73  (meters)          (08/01/05) GPS OBS
 DH5476  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 DH5476
 DH5476  HORZ ORDER  -  FIRST
 DH5476  ELLP ORDER  -  SECOND    CLASS I
 DH5476
 DH5476.The horizontal coordinates were established by GPS observations
 DH5476.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5476
 DH5476
 DH5476.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5476
 DH5476.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5476
 DH5476.The ellipsoidal height was determined by GPS observations
 DH5476.and is referenced to NAD 83.
 DH5476
 DH5476.The geoid height was determined by GEOID03.
 DH5476
 DH5476;                    North         East     Units Scale Factor Converg.
 DH5476;SPC WI S     -   221,286.579   590,195.997   MT  0.99998566   -0 05 02.3
 DH5476;SPC WI S     -   726,004.38  1,936,334.70   sFT  0.99998566   -0 05 02.3
 DH5476;UTM  15      - 4,874,992.273   730,758.658   MT  1.00025497   +1 59 58.8
 DH5476
 DH5476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5476!SPC WI S     -   0.99996163  x   0.99998566  =   0.99994729
 DH5476!UTM  15      -   0.99996163  x   1.00025497  =   1.00021659
 DH5476
 DH5476                          SUPERSEDED SURVEY CONTROL
 DH5476
 DH5476.No superseded survey control is available for this station.
 DH5476
 DH5476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYJ3075974992(NAD 83)
 DH5476_MARKER: DD = SURVEY DISK
 DH5476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5476_STAMPING: NECEDAH S GPS 2004
 DH5476_MARK LOGO: WIDT  
 DH5476_PROJECTION: FLUSH
 DH5476_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5476+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5476
 DH5476  HISTORY     - Date     Condition        Report By
 DH5476  HISTORY     - 2003     MONUMENTED       WIDT
 DH5476
 DH5476                          STATION DESCRIPTION
 DH5476
 DH5476'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5476'OWNERSHIP--TOWNSHIP OF NECEDAH.  TO REACH THE STATION FROM THE
 DH5476'JUNCTION OF STATE HIGHWAY 80 (MAIN STREET) WITH STATE HIGHWAY 21 IN
 DH5476'THE VILLAGE OF  NECEDAH, GO SOUTH ON STATE HIGHWAY 80 (MAIN STREET)
 DH5476'FOR 2.2 MI TO 25TH STREET WEST ON  THE RIGHT, TURN RIGHT AND GO WEST
 DH5476'ON 25TH STREET FOR 2.5 MI TO 9TH AVENUE, TURN LEFT  AND GO SOUTH ON
 DH5476'9TH AVENUE FOR 0.25 MI TO THE STATION ON THE LEFT.  THE STATION IS A
 DH5476'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC  SURVEY CONTROL
 DH5476'STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT
 DH5476'LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 8.1 M EAST OF THE
 DH5476'CENTERLINE OF 9TH AVENUE,  35.2 M SOUTHEAST OF A TELEPHONE PEDESTAL
 DH5476'--99 5000 1--, 33 M SOUTH OF THE CENTERLINE OF A  FIELD ENTRANCE, 3.0
 DH5476'M WEST OF A BARBED WIRE FENCE, 1.0 M WEST OF AN  ORANGE 4X4  PLASTIC
 DH5476'WITNESS POST, 1.0 M SOUTHEAST OF AN  ORANGE 4X4  PLASTIC WITNESS POST
 DH5476'AND 1.0 M NORTHEAST OF AN ORANGE 4X4 PLASTIC WITNESS POST.
 DH5476'---NOTE---THIS  STATION HAS NO VISIBLE  OBSTRUCTIONS EXTENDING HIGHER
 DH5476'THAN 15 DEGREES ABOVE THE HORIZON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0678 ***********************************************************************
 PN0678  DESIGNATION -  NEENAH
 PN0678  PID         -  PN0678
 PN0678  STATE/COUNTY-  WI/WINNEBAGO
 PN0678  USGS QUAD   -  NEENAH (1992)
 PN0678
 PN0678                         *CURRENT SURVEY CONTROL
 PN0678  ___________________________________________________________________
 PN0678* NAD 83(1991)-  44 10 53.21147(N)    088 27 01.79446(W)     ADJUSTED  
 PN0678* NAVD 88     -       229.871  (meters)     754.17   (feet)  ADJUSTED  
 PN0678  ___________________________________________________________________
 PN0678  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 PN0678  GEOID HEIGHT-         -36.29  (meters)                     GEOID03
 PN0678  DYNAMIC HT  -         229.830 (meters)     754.03  (feet)  COMP
 PN0678  MODELED GRAV-     980,436.5   (mgal)                       NAVD 88
 PN0678
 PN0678  HORZ ORDER  -  THIRD
 PN0678  VERT ORDER  -  FIRST     CLASS 0
 PN0678
 PN0678.The horizontal coordinates were established by classical geodetic methods
 PN0678.and adjusted by the National Geodetic Survey in November 1991..
 PN0678
 PN0678.The orthometric height was determined by differential leveling
 PN0678.and adjusted by the National Geodetic Survey in June 1991..
 PN0678
 PN0678.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0678
 PN0678.The geoid height was determined by GEOID03.
 PN0678
 PN0678.The dynamic height is computed by dividing the NAVD 88
 PN0678.geopotential number by the normal gravity value computed on the
 PN0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PN0678.degrees latitude (g = 980.6199 gals.).
 PN0678
 PN0678.The modeled gravity was interpolated from observed gravity values.
 PN0678
 PN0678;                    North         East     Units Scale Factor Converg.
 PN0678;SPC WI S     -   243,499.719   723,896.251   MT  1.00002534   +1 03 52.8
 PN0678;SPC WI S     -   798,881.99  2,374,982.95   sFT  1.00002534   +1 03 52.8
 PN0678;SPC WI C     -    39,864.069   723,894.417   MT  1.00001367   +1 05 35.9
 PN0678;SPC WI C     -   130,787.37  2,374,976.93   sFT  1.00001367   +1 05 35.9
 PN0678;UTM  16      - 4,893,049.038   384,062.197   MT  0.99976531   -1 00 39.6
 PN0678
 PN0678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN0678!SPC WI S     -   0.99996965  x   1.00002534  =   0.99999499
 PN0678!SPC WI C     -   0.99996965  x   1.00001367  =   0.99998332
 PN0678!UTM  16      -   0.99996965  x   0.99976531  =   0.99973496
 PN0678
 PN0678:                Primary Azimuth Mark                     Grid Az
 PN0678:SPC WI S     -  MENASHA BANTA PUBLISHING CO TK           009 31 23.6
 PN0678:SPC WI C     -  MENASHA BANTA PUBLISHING CO TK           009 29 40.5
 PN0678:UTM  16      -  MENASHA BANTA PUBLISHING CO TK           011 35 56.0
 PN0678
 PN0678|---------------------------------------------------------------------|
 PN0678| PID    Reference Object                     Distance      Geod. Az  |
 PN0678|                                                           dddmmss.s |
 PN0678| PN0931 MENASHA BANTA PUBLISHING CO TK      APPROX. 5.7 KM 0103516.4 |
 PN0678| CJ5806 NEENAH RM 1                          25.350 METERS 01305     |
 PN0678| PN0943 APPLETON N MUNICIPAL TANK OF 2      APPROX.12.0 KM 0171204.3 |
 PN0678| PN0942 APPLETON S MUNICIPAL TANK OF 2      APPROX. 9.6 KM 0184206.7 |
 PN0678| CJ5807 NEENAH RM 2                          25.889 METERS 07407     |
 PN0678| PN0929 NEENAH MUNICIPAL TANK               489.237 METERS 1482211.2 |
 PN0678| PN0930 NEENAH RADIO STA WNAM TOWER         APPROX. 2.5 KM 2111331.6 |
 PN0678| CJ5808 NEENAH PAPER COMPANY STACK                         3194325.5 |
 PN0678| PN0944 OUTAGAMIE CO HOSP WATER TANK        APPROX.10.7 KM 3561445.0 |
 PN0678|---------------------------------------------------------------------|
 PN0678
 PN0678                          SUPERSEDED SURVEY CONTROL
 PN0678
 PN0678  NAD 83(1986)-  44 10 53.20642(N)    088 27 01.79330(W) AD(       ) 3
 PN0678  NAD 27      -  44 10 53.24500(N)    088 27 01.41200(W) AD(       ) 3
 PN0678
 PN0678.Superseded values are not recommended for survey control.
 PN0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0678.See file dsdata.txt to determine how the superseded data were derived.
 PN0678
 PN0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8406293049(NAD 83)
 PN0678_MARKER: DB = BENCH MARK DISK
 PN0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN0678_SP_SET: CONCRETE POST
 PN0678_STAMPING: NEENAH 1954 DAJ
 PN0678_PROJECTION: FLUSH
 PN0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN0678+STABILITY: SURFACE MOTION
 PN0678
 PN0678  HISTORY     - Date     Condition        Report By
 PN0678  HISTORY     - 1954     MONUMENTED       CGS
 PN0678  HISTORY     - 1974     GOOD             NOS
 PN0678  HISTORY     - 1978     GOOD             ALSTER
 PN0678  HISTORY     - 1980     GOOD             NGS
 PN0678  HISTORY     - 1990     GOOD             USPSQD
 PN0678  HISTORY     - 20031212 MARK NOT FOUND   USPSQD
 PN0678
 PN0678                          STATION DESCRIPTION
 PN0678
 PN0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 PN0678'STATION IS LOCATED IN THE SOUTHEAST PART OF NEENAH IN THE
 PN0678'RIVERSIDE CITY PARK.  STATION IS 73 FEET EAST OF THE EAST
 PN0678'CURB OF WISCONSIN AVE. AND 50 FEET SOUTH OF THE CENTERLINE
 PN0678'OF PARK ROAD.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 PN0678'IS STAMPED NEENAH 1954.
 PN0678'
 PN0678'REFERENCE MARK NO. 1 IS 15 FEET NORTH OF THE APPROXIMATE
 PN0678'CENTERLINE OF ROAD AND 1 FOOT WEST OF NO PARKING SIGN.  THE
 PN0678'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED NEENAH
 PN0678'NO 1 1954.
 PN0678'
 PN0678'REFERENCE MARK NO. 2 IS 60 FEET SOUTH OF THE APPROXIMATE
 PN0678'CENTERLINE OF ROAD.  THE MARK IS FLUSH WITH THE GROUND
 PN0678'AND THE DISK IS STAMPED NEENAH NO 2 1954.
 PN0678'
 PN0678'TO REACH FROM THE POST OFFICE IN NEENAH GO NORTHEAST ON
 PN0678'COMMERCIAL STREET FOR 0.1 MILE TO WISCONSIN AVE.  TURN RIGHT
 PN0678'ON WISCONSIN AVE. FOR 0.65 MILE TO RIVERSIDE PARK AND STATION
 PN0678'ON LEFT AS DESCRIBED.
 PN0678'
 PN0678'NO AZIMUTH MARK WAS SET AS NO SUITABLE SITE COULD BE FOUND.
 PN0678'
 PN0678'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 PN0678
 PN0678                          STATION RECOVERY (1974)
 PN0678
 PN0678'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1974
 PN0678'IN NEENAH.
 PN0678'IN NEENAH, 0.40 MILE SOUTHEAST ALONG WISCONSIN AVENUE FROM THE
 PN0678'INTERSECTION OF WISCONSIN AVENUE AND OAK ST., AT RIVERSIDE PARK, 99
 PN0678'FT. NORTHERLY OF THE CENTERLINE OF WISCONSIN AVENUE, 50 FT. EASTERLY
 PN0678'OF THE CENTERLINE OF RIVERSIDE PARK ST., FLUSH WITH THE GROUND
 PN0678'SURFACE, SET IN THE TOP OF A CONCRETE MONUMENT.
 PN0678
 PN0678                          STATION RECOVERY (1978)
 PN0678
 PN0678'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1978 (LOC)
 PN0678'NEENAH 1954 RECOVERED GOOD.
 PN0678'
 PN0678'NEENAH NO 1 1954 RECOVERED GOOD--TAPED DIST MATCHED.
 PN0678'
 PN0678'NEENAH NO 2 1954 RECOVERED GOOD--TAPED DIST OF 84.88 FEET.
 PN0678'
 PN0678'THERE ARE NO TANKS OR STACKS OR TOWERS VISIBLE FROM THE GROUND.
 PN0678'
 PN0678'DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTHEAST PART OF
 PN0678'NEENAH, WIS.
 PN0678
 PN0678                          STATION RECOVERY (1980)
 PN0678
 PN0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 PN0678'STATION MARK, RM 1 AND 2 FOUND IN GOOD CONDITION.
 PN0678'
 PN0678'THE 1954 DESCRIPTION AND TO REACH ARE ADEQUATE TO RECOVER THE STATION.
 PN0678
 PN0678                          STATION RECOVERY (1990)
 PN0678
 PN0678'RECOVERY NOTE BY US POWER SQUADRON 1990 (DAK)
 PN0678'RECOVERED IN GOOD CONDITION.
 PN0678
 PN0678                          STATION RECOVERY (2003)
 PN0678
 PN0678'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PN0678'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1188 ***********************************************************************
 OM1188  DESIGNATION -  NEENAH
 OM1188  PID         -  OM1188
 OM1188  STATE/COUNTY-  WI/COLUMBIA
 OM1188  USGS QUAD   -  PINE ISLAND (1979)
 OM1188
 OM1188                         *CURRENT SURVEY CONTROL
 OM1188  ___________________________________________________________________
 OM1188* NAD 83(1991)-  43 36 30.25604(N)    089 30 27.93116(W)     ADJUSTED  
 OM1188* NAVD 88     -       320.     (meters)    1050.     (feet)  SCALED    
 OM1188  ___________________________________________________________________
 OM1188  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 OM1188  GEOID HEIGHT-         -35.60  (meters)                     GEOID03
 OM1188
 OM1188  HORZ ORDER  -  SECOND
 OM1188
 OM1188.The horizontal coordinates were established by classical geodetic methods
 OM1188.and adjusted by the National Geodetic Survey in November 1991..
 OM1188
 OM1188.The orthometric height was scaled from a topographic map.
 OM1188
 OM1188.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1188
 OM1188.The geoid height was determined by GEOID03.
 OM1188
 OM1188;                    North         East     Units Scale Factor Converg.
 OM1188;SPC WI S     -   178,796.583   639,736.895   MT  0.99993907   +0 20 17.6
 OM1188;SPC WI S     -   586,601.79  2,098,870.13   sFT  0.99993907   +0 20 17.6
 OM1188;UTM  16      - 4,831,436.421   297,621.784   MT  1.00010381   -1 43 48.9
 OM1188
 OM1188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1188!SPC WI S     -   0.99995541  x   0.99993907  =   0.99989448
 OM1188!UTM  16      -   0.99995541  x   1.00010381  =   1.00005922
 OM1188
 OM1188:                Primary Azimuth Mark                     Grid Az
 OM1188:SPC WI S     -  ENDEAVOR                                 013 47 22.3
 OM1188:UTM  16      -  ENDEAVOR                                 015 51 28.8
 OM1188
 OM1188|---------------------------------------------------------------------|
 OM1188| PID    Reference Object                     Distance      Geod. Az  |
 OM1188|                                                           dddmmss.s |
 OM1188| OM1012 ENDEAVOR                            APPROX.12.3 KM 0140739.9 |
 OM1188| OM1017 MONTELLO MUNICIPAL TANK             APPROX.25.2 KM 0354111.6 |
 OM1188| CI9425 NEENAH RM 1                          24.748 METERS 11529     |
 OM1188| CI9426 NEENAH RM 2                          21.501 METERS 23408     |
 OM1188| CI9424 NEENAH AZ MK                                       2951549.1 |
 OM1188|---------------------------------------------------------------------|
 OM1188
 OM1188                          SUPERSEDED SURVEY CONTROL
 OM1188
 OM1188  NAD 83(1986)-  43 36 30.24961(N)    089 30 27.93729(W) AD(       ) 2
 OM1188  NAD 27      -  43 36 30.32230(N)    089 30 27.49830(W) AD(       ) 2
 OM1188
 OM1188.Superseded values are not recommended for survey control.
 OM1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1188.See file dsdata.txt to determine how the superseded data were derived.
 OM1188
 OM1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBP9762231436(NAD 83)
 OM1188_MARKER: DS = TRIANGULATION STATION DISK
 OM1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1188
 OM1188  HISTORY     - Date     Condition        Report By
 OM1188  HISTORY     - 1958     MONUMENTED       CGS
 OM1188
 OM1188                          STATION DESCRIPTION
 OM1188
 OM1188'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (GWM)
 OM1188'THE STATION IS ABOUT 4 MILES NORTHWEST OF PORTAGE, ABOUT 8
 OM1188'MILES SOUTHWEST OF ENDEAVOR AND ON THE HIGHEST POINT OF A
 OM1188'WOODED HILL OWNED BY MRS. MABLE GROTZKE.  IT IS 23 FEET SOUTHWEST
 OM1188'OF A 12 INCH OAK TREE WITH A TRIANGULAR BLAZE ON THE SOUTH
 OM1188'SIDE AND 4 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MONUMENT
 OM1188'PROJECTS 4 INCHES AND THE DISK IS STAMPED NEENAH 1958.
 OM1188'
 OM1188'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51
 OM1188'AND STATE HIGHWAYS 33 AND 78 IN PORTAGE, GO NORTH ON HIGHWAY
 OM1188'51 FOR 3.1 MILES TO THE JUNCTION OF COUNTY ROAD X.  TURN LEFT
 OM1188'ON ROAD X AND GO NORTHWEST FOR 2.5 MILES TO A FORK.  TAKE THE
 OM1188'RIGHT FORK AND GO NORTH FOR 0.55 MILE TO A FIELD ROAD RIGHT.
 OM1188'TURN RIGHT ON THE FIELD ROAD AND GO EAST AND SOUTH FOR 0.3 MILE
 OM1188'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE SOUTH
 OM1188'ON THE FIELD ROAD FOR 0.1 MILE AND THEN GO EAST THROUGH THE
 OM1188'WOODS FOR 0.1 MILE TO THE HIGHEST POINT AND THE STATION AS
 OM1188'DESCRIBED.
 OM1188'
 OM1188'REFERENCE MARK 1 IS 79 FEET SOUTHEAST OF THE WHITE WITNESS
 OM1188'POST AND 13 FEET SOUTH OF A 6 INCH OAK TREE.  THE MONUMENT
 OM1188'PROJECTS 4 INCHES AND THE DISK IS STAMPED NEENAH NO 1 1958.
 OM1188'
 OM1188'REFERENCE MARK 2 IS 74 FEET SOUTHWEST OF THE WHITE WITNESS
 OM1188'POST AND 6 FEET EAST OF A 12 INCH OAK TREE.  THE MONUMENT
 OM1188'PROJECTS 5 INCHES AND THE DISK IS STAMPED NEENAH NO 2 1958.
 OM1188'
 OM1188'THE AZIMUTH MARK IS 21 FEET EAST OF THE CENTERLINE OF THE
 OM1188'FIELD ROAD, 9 FEET WEST OF A 12 INCH OAK TREE, 1 FOOT NORTH
 OM1188'OF A WHITE WITNESS POST AND AT THE WEST EDGE OF WOODS.  THE
 OM1188'MONUMENT IS FLUSH AND THE DISK IS STAMPED NEENAH 1958.
 OM1188'
 OM1188'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7744 ***********************************************************************
 DE7744  DESIGNATION -  NEENAH AZ MK
 DE7744  PID         -  DE7744
 DE7744  STATE/COUNTY-  WI/WINNEBAGO
 DE7744  USGS QUAD   -  NEENAH (1992)
 DE7744
 DE7744                         *CURRENT SURVEY CONTROL
 DE7744  ___________________________________________________________________
 DE7744* NAD 83(1986)-  44 11 11.     (N)    088 27 15.     (W)     SCALED    
 DE7744* NAVD 88     -       228.845  (meters)     750.80   (feet)  ADJUSTED  
 DE7744  ___________________________________________________________________
 DE7744  GEOID HEIGHT-         -36.30  (meters)                     GEOID03
 DE7744  DYNAMIC HT  -         228.804 (meters)     750.67  (feet)  COMP
 DE7744  MODELED GRAV-     980,437.0   (mgal)                       NAVD 88
 DE7744
 DE7744  VERT ORDER  -  SECOND    CLASS I
 DE7744
 DE7744.The horizontal coordinates were scaled from a topographic map and have
 DE7744.an estimated accuracy of +/- 6 seconds.
 DE7744
 DE7744.The orthometric height was determined by differential leveling
 DE7744.and adjusted by the National Geodetic Survey in May 2003..
 DE7744
 DE7744.The geoid height was determined by GEOID03.
 DE7744
 DE7744.The dynamic height is computed by dividing the NAVD 88
 DE7744.geopotential number by the normal gravity value computed on the
 DE7744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7744.degrees latitude (g = 980.6199 gals.).
 DE7744
 DE7744.The modeled gravity was interpolated from observed gravity values.
 DE7744
 DE7744;                    North         East    Units  Estimated Accuracy
 DE7744;SPC WI S     -   244,040.      723,590.      MT  (+/- 180 meters Scaled)
 DE7744
 DE7744                          SUPERSEDED SURVEY CONTROL
 DE7744
 DE7744.No superseded survey control is available for this station.
 DE7744
 DE7744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP837936(NAD 83)
 DE7744_MARKER: DZ = AZIMUTH MARK DISK
 DE7744_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DE7744_SP_SET: SEAWALL
 DE7744_STAMPING: NEENAH AZIMUTH MARK 1982
 DE7744_MARK LOGO: USE   
 DE7744_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE7744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7744+STABILITY: SURFACE MOTION
 DE7744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7744+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2005
 DE7744
 DE7744  HISTORY     - Date     Condition        Report By
 DE7744  HISTORY     - 1982     MONUMENTED       USE
 DE7744  HISTORY     - 20010621 GOOD             WIDT
 DE7744  HISTORY     - 20031212 GOOD             USPSQD
 DE7744  HISTORY     - 20050706 GOOD             WIDT
 DE7744
 DE7744                          STATION DESCRIPTION
 DE7744
 DE7744'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DE7744'THE STATION IS LOCATED ABOUT 9 KM SOUTHWEST OF APPLETON AND IN THE
 DE7744'CITY OF MENASHA.  OWNERSHIP--THEDA CLARK REGIONAL MEDICAL CENTER.  TO
 DE7744'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH STATE
 DE7744'HIGHWAY 114 IN THE CITY OF MENASHA, GO EAST ON STATE HIGHWAY 114 AND
 DE7744'WINNECONNE AVE.  FOR 3.1 KM TO EAST FOREST STREET, TURN RIGHT AND GO
 DE7744'EAST ON EAST FOREST STREET FOR 0.5 KM TO THIRD STREET, TURN RIGHT AND
 DE7744'GO SOUTH ON THIRD STREET FOR 0.5 KM INTO PARKING LOT, GO SOUTHWEST IN
 DE7744'THE PARKING LOT FOR 0.3 KM TO THE HELIPAD AREA AND THE STATION AT THE
 DE7744'SOUTHWEST END OF THE HELIPAD AREA ON TOP OF A CONCRETE SEAWALL.  THE
 DE7744'STATION IS A BRONZE US ARMY CORPS OF ENGINEERS SURVEY MARK DISK SET
 DE7744'IN THE TOP OF A CONCRETE SEAWALL AND ABOUT LEVEL WITH THE ROAD
 DE7744'PAVEMENT.  THE STATION IS 3.8 M WEST OF THE CENTERLINE OF HELIPAD
 DE7744'ACCESS ROAD, 27.9 M SOUTHWEST OF 15-CM DIAMETER SPRUCE TREE, 17.2 M
 DE7744'NORTH-NORTHWEST OF EAST POST OF --DANGER DAM-- SIGN, 11.4 M
 DE7744'WEST-NORTHWEST OF SOUTHWEST CORNER OF HELIPAD CONCRETE LANDING PAD,
 DE7744'8.5 M SOUTH OF NORTH END OF SEAWALL, AND 0.8 M EAST OF SEAWALL FACE.
 DE7744'---NOTE---THIS STATION HAS NO OBSTRUCTIONS EXTENDING HIGHER THAN 15
 DE7744'DEGREES ABOVE THE HORIZON, EXCEPT FOR A BUILDING OBSTRUCTING UP TO 40
 DE7744'DEGREES FROM 30 DEGREES AZIMUTH TO 85 DEGREES AZIMUTH AND TREES
 DE7744'OBSTRUCTING UP TO 20 DEGREES FROM 320 DEGREES AZIMUTH TO 30 DEGREES
 DE7744'AZIMUTH.
 DE7744
 DE7744                          STATION RECOVERY (2003)
 DE7744
 DE7744'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7744'RECOVERED IN GOOD CONDITION.  NOTE-- GO SOUTH ON THIRD STREET TO ITS
 DE7744'END, TURN RIGHT AND GO TO THE SOUTHWEST CORNER OF PARKING LOT D,
 DE7744'ENTER A --DO NOT ENTER-- ACCESS ROAD BETWEEN A BUILDING AND THE RIVER
 DE7744'TO GARAGES AND HELIPAD.
 DE7744
 DE7744                          STATION RECOVERY (2005)
 DE7744
 DE7744'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7744'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS ABOUT 45 M (NOT
 DE7744'17.2 M) NORTH-NORTHWEST OF A --DANGER DAM-- SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0929 ***********************************************************************
 PN0929  DESIGNATION -  NEENAH MUNICIPAL TANK
 PN0929  PID         -  PN0929
 PN0929  STATE/COUNTY-  WI/WINNEBAGO
 PN0929  USGS QUAD   -  NEENAH (1992)
 PN0929
 PN0929                         *CURRENT SURVEY CONTROL
 PN0929  ___________________________________________________________________
 PN0929* NAD 83(1991)-  44 10 39.71529(N)    088 26 50.24382(W)     ADJUSTED  
 PN0929* NAVD 88     -                                                        
 PN0929  ___________________________________________________________________
 PN0929  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 PN0929  GEOID HEIGHT-         -36.29  (meters)                     GEOID03
 PN0929
 PN0929  HORZ ORDER  -  THIRD
 PN0929
 PN0929.The horizontal coordinates were established by classical geodetic methods
 PN0929.and adjusted by the National Geodetic Survey in November 1991..
 PN0929
 PN0929
 PN0929.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0929
 PN0929.The geoid height was determined by GEOID03.
 PN0929
 PN0929;                    North         East     Units Scale Factor Converg.
 PN0929;SPC WI S     -   243,087.987   724,160.527   MT  1.00002445   +1 04 00.7
 PN0929;SPC WI S     -   797,531.17  2,375,850.00   sFT  1.00002445   +1 04 00.7
 PN0929;SPC WI C     -    39,452.473   724,158.895   MT  1.00001445   +1 05 44.0
 PN0929;SPC WI C     -   129,436.99  2,375,844.64   sFT  1.00001445   +1 05 44.0
 PN0929;UTM  16      - 4,892,628.114   384,311.322   MT  0.99976460   -1 00 31.3
 PN0929
 PN0929                          SUPERSEDED SURVEY CONTROL
 PN0929
 PN0929  NAD 83(1986)-  44 10 39.71000(N)    088 26 50.24264(W) AD(       ) 4
 PN0929  NAD 27      -  44 10 39.75000(N)    088 26 49.87000(W) AD(       ) 3
 PN0929
 PN0929.Superseded values are not recommended for survey control.
 PN0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0929.See file dsdata.txt to determine how the superseded data were derived.
 PN0929
 PN0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8431192628(NAD 83)
 PN0929_MARKER: 51 = TANK
 PN0929_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PN0929+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2006
 PN0929
 PN0929  HISTORY     - Date     Condition        Report By
 PN0929  HISTORY     - 1954     FIRST OBSERVED   CGS
 PN0929  HISTORY     - 1979     GOOD             NGS
 PN0929  HISTORY     - 19970302 GOOD             USPSQD
 PN0929  HISTORY     - 20021226 GOOD             USPSQD
 PN0929  HISTORY     - 20060127 GOOD             GEOCAC
 PN0929
 PN0929                          STATION DESCRIPTION
 PN0929
 PN0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 PN0929'THE STATION IS LOCATED AT THE INTERSECTION OF S. PARK AVE AND
 PN0929'FAIRVIEW AVE.  IT IS ABOUT 125 FEET HIGH, STEEL CONSTRUCTION,
 PN0929'PAINTED SILVER AND IS 10 LEGGED AND HAS A BALL ON TOP.  THE POINT
 PN0929'INTERSECTED WAS THE BALL ON TOP OF ROOF.
 PN0929
 PN0929                          STATION RECOVERY (1979)
 PN0929
 PN0929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHD)
 PN0929'THE TANK WAS RECOVERED IN GOOD CONDITION.
 PN0929'
 PN0929'THIS STATION SHOULD BE USED WITH EXTREME CAUTION.  COMPUTED
 PN0929'AZIMUTHS DID NOT MATCH THE OBSERVED ANGLES WHEN IT WAS POINTED ON
 PN0929'FROM VALLEY 2 1961.  NGS RECORDS INDICATE THAT THE POSITION MAY
 PN0929'BE IN ERROR.
 PN0929
 PN0929                          STATION RECOVERY (1997)
 PN0929
 PN0929'RECOVERY NOTE BY US POWER SQUADRON 1997
 PN0929'RECOVERED IN GOOD CONDITION.
 PN0929
 PN0929                          STATION RECOVERY (2002)
 PN0929
 PN0929'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0929'RECOVERED IN GOOD CONDITION.  IT IS ON THE EAST SIDE OF SOUTH PARK
 PN0929'AVENUE AT FAIRVIEW AVENUE EXTENDED AND SOUTHEAST OF THE BRICK NEENAH
 PN0929'WATER WORKS BUILDING.
 PN0929
 PN0929                          STATION RECOVERY (2006)
 PN0929
 PN0929'RECOVERY NOTE BY GEOCACHING 2006 (RFC)
 PN0929'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE7568 ***********************************************************************
 DE7568  DESIGNATION -  NEENAH N GPS
 DE7568  PID         -  DE7568
 DE7568  STATE/COUNTY-  WI/WINNEBAGO
 DE7568  USGS QUAD   -  OSHKOSH NE (1992)
 DE7568
 DE7568                         *CURRENT SURVEY CONTROL
 DE7568  ___________________________________________________________________
 DE7568* NAD 83(1997)-  44 11 43.13275(N)    088 30 01.58253(W)     ADJUSTED  
 DE7568* NAVD 88     -       235.425  (meters)     772.39   (feet)  ADJUSTED  
 DE7568  ___________________________________________________________________
 DE7568  X           -     119,868.823 (meters)                     COMP
 DE7568  Y           -  -4,578,948.193 (meters)                     COMP
 DE7568  Z           -   4,423,815.959 (meters)                     COMP
 DE7568  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 DE7568  ELLIP HEIGHT-         199.11  (meters)          (06/11/03) GPS OBS
 DE7568  GEOID HEIGHT-         -36.32  (meters)                     GEOID03
 DE7568  DYNAMIC HT  -         235.384 (meters)     772.26  (feet)  COMP
 DE7568  MODELED GRAV-     980,437.1   (mgal)                       NAVD 88
 DE7568
 DE7568  HORZ ORDER  -  FIRST
 DE7568  VERT ORDER  -  SECOND    CLASS I
 DE7568  ELLP ORDER  -  THIRD     CLASS I
 DE7568
 DE7568.The horizontal coordinates were established by GPS observations
 DE7568.and adjusted by the National Geodetic Survey in June 2003..
 DE7568
 DE7568.The orthometric height was determined by differential leveling
 DE7568.and adjusted by the National Geodetic Survey in May 2003..
 DE7568
 DE7568.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7568
 DE7568.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7568
 DE7568.The ellipsoidal height was determined by GPS observations
 DE7568.and is referenced to NAD 83.
 DE7568
 DE7568.The geoid height was determined by GEOID03.
 DE7568
 DE7568.The dynamic height is computed by dividing the NAVD 88
 DE7568.geopotential number by the normal gravity value computed on the
 DE7568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7568.degrees latitude (g = 980.6199 gals.).
 DE7568
 DE7568.The modeled gravity was interpolated from observed gravity values.
 DE7568
 DE7568;                    North         East     Units Scale Factor Converg.
 DE7568;SPC WI S     -   244,967.352   719,875.749   MT  1.00002868   +1 01 49.3
 DE7568;SPC WI S     -   803,697.05  2,361,792.35   sFT  1.00002868   +1 01 49.3
 DE7568;UTM  16      - 4,894,660.943   380,098.515   MT  0.99977681   -1 02 45.9
 DE7568
 DE7568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7568!SPC WI S     -   0.99996878  x   1.00002868  =   0.99999746
 DE7568!UTM  16      -   0.99996878  x   0.99977681  =   0.99974560
 DE7568
 DE7568                          SUPERSEDED SURVEY CONTROL
 DE7568
 DE7568  NAVD 88 (06/11/03)  235.43   (m)          772.4    (f) LEVELING    3  
 DE7568
 DE7568.Superseded values are not recommended for survey control.
 DE7568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7568.See file dsdata.txt to determine how the superseded data were derived.
 DE7568
 DE7568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8009994661(NAD 83)
 DE7568_MARKER: DD = SURVEY DISK
 DE7568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7568_STAMPING: NEENAH N GPS 2001
 DE7568_MARK LOGO: WIDT  
 DE7568_PROJECTION: FLUSH
 DE7568_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7568+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2005
 DE7568
 DE7568  HISTORY     - Date     Condition        Report By
 DE7568  HISTORY     - 2000     MONUMENTED       WIDT
 DE7568  HISTORY     - 20031214 GOOD             USPSQD
 DE7568  HISTORY     - 20050705 GOOD             WIDT
 DE7568  HISTORY     - 20050815 GOOD             WIDT
 DE7568
 DE7568                          STATION DESCRIPTION
 DE7568
 DE7568'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DE7568'THE STATION IS LOCATED ABOUT 13 KM EAST OF WINCHESTER AND 1 KM WEST
 DE7568'OF NEENAH. OWNERSHIP--WINNEBAGO COUNTY.  TO REACH THE STATION FROM
 DE7568'THE JUNCTION OF US HIGHWAY 45 WITH STATE HIGHWAY 150 WEST AND COUNTY
 DE7568'HIGHWAY II EAST ABOUT 5 KM WEST OF NEENAH, GO EAST ON COUNTY HIGHWAY
 DE7568'II FOR 2.9 KM TO COUNTY HIGHWAY O ON THE RIGHT, TURN RIGHT AND GO
 DE7568'SOUTHEAST ON COUNTY HIGHWAY O FOR 0.6 KM TO COUNTY HIGHWAY CB,
 DE7568'CONTINUE SOUTHEAST ON COUNTY HIGHWAY O FOR 0.1 KM TO THE STATION ON
 DE7568'THE RIGHT. THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF
 DE7568'TRANSPORTATION GEODETIC SURVEY CONTROL STATION DISK SET IN THE TOP OF
 DE7568'A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.4 M,  ATTACHED TO
 DE7568'BEDROCK, WHICH PREVENTED A DEEPER SET AND ABOUT 0.5 M BELOW THE
 DE7568'HIGHWAY PAVEMENT. THE STATION IS 19.7 M WEST OF THE CENTERLINE OF
 DE7568'COUNTY HIGHWAY O, 102 M SOUTHWEST OF THE CENTERLINE OF COUNTY HIGHWAY
 DE7568'CB, 51.8 M SOUTHEAST OF A WOOD POST FOR A --SPEED LIMIT 35- AND- CTH
 DE7568'O-- SIGN, 24.2 M SOUTH OF A WOOD POST FOR A --CURVE RIGHT AROUND
 DE7568'MEDIAN-- CAUTION SIGN, 6.3 M SOUTH OF A METAL POST FOR A --R/W-- SIGN
 DE7568'AND 1.0 M EAST OF A WHITE PLASTIC WITNESS POST.  ---NOTE---THIS
 DE7568'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DE7568'ABOVE THE HORIZON EXCEPT FOR A POWERLINE TO THE EAST EXTENDING TO 20
 DE7568'DEGREES.
 DE7568
 DE7568                          STATION RECOVERY (2003)
 DE7568
 DE7568'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DE7568'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS IN THE CENTER OF A
 DE7568'TRIANGLE FORMED BY THREE 4X4 ORANGE PLASTIC GUARD POSTS.  NOTE--
 DE7568'HIGHWAY 150 IS NOW LABELED COUNTY ROAD II.
 DE7568
 DE7568                          STATION RECOVERY (2005)
 DE7568
 DE7568'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7568'RECOVERED IN GOOD CONDITION.
 DE7568
 DE7568                          STATION RECOVERY (2005)
 DE7568
 DE7568'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DE7568'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS 19.7 M SOUTHWEST
 DE7568'(NOT WEST) OF THE CENTERLINE OF COUNTY HIGHWAY O, 102 M SOUTHEAST (NOT
 DE7568'SOUTHWEST) OF THE CENTERLINE OF COUNTY HIGHWAY CB, AND 6.3 M SOUTHEAST
 DE7568'(NOT SOUTH) OF A METAL --R/W-- SIGN POST.  ADD-- THE STATION IS 21.0 M
 DE7568'NORTHWEST OF A FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN0930 ***********************************************************************
 PN0930  DESIGNATION -  NEENAH RADIO STA WNAM TOWER
 PN0930  PID         -  PN0930
 PN0930  STATE/COUNTY-  WI/WINNEBAGO
 PN0930  USGS QUAD   -  NEENAH (1992)
 PN0930
 PN0930                         *CURRENT SURVEY CONTROL
 PN0930  ___________________________________________________________________
 PN0930* NAD 83(1991)-  44 09 42.83523(N)    088 28 01.05799(W)     ADJUSTED  
 PN0930* NAVD 88     -                                                        
 PN0930  ___________________________________________________________________
 PN0930  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 PN0930  GEOID HEIGHT-         -36.30  (meters)                     GEOID03
 PN0930
 PN0930  HORZ ORDER  -  THIRD
 PN0930
 PN0930.The horizontal coordinates were established by classical geodetic methods
 PN0930.and adjusted by the National Geodetic Survey in November 1991..
 PN0930
 PN0930
 PN0930.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN0930
 PN0930.The geoid height was determined by GEOID03.
 PN0930
 PN0930;                    North         East     Units Scale Factor Converg.
 PN0930;SPC WI S     -   241,303.513   722,620.045   MT  1.00002074   +1 03 12.1
 PN0930;SPC WI S     -   791,676.61  2,370,795.93   sFT  1.00002074   +1 03 12.1
 PN0930;SPC WI C     -    37,667.245   722,619.311   MT  1.00001782   +1 04 54.0
 PN0930;SPC WI C     -   123,579.95  2,370,793.52   sFT  1.00001782   +1 04 54.0
 PN0930;UTM  16      - 4,890,901.044   382,707.633   MT  0.99976920   -1 01 19.7
 PN0930
 PN0930                          SUPERSEDED SURVEY CONTROL
 PN0930
 PN0930  NAD 83(1986)-  44 09 42.82995(N)    088 28 01.05739(W) AD(       ) 4
 PN0930  NAD 27      -  44 09 42.87300(N)    088 28 00.67500(W) AD(       ) 3
 PN0930
 PN0930.Superseded values are not recommended for survey control.
 PN0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN0930.See file dsdata.txt to determine how the superseded data were derived.
 PN0930
 PN0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8270890901(NAD 83)
 PN0930
 PN0930  HISTORY     - Date     Condition        Report By
 PN0930  HISTORY     - 1954     MONUMENTED       CGS
 PN0930  HISTORY     - 1969     SEE DESCRIPTION  CGS
 PN0930  HISTORY     - 1979     GOOD             NGS
 PN0930  HISTORY     - 19950703 GOOD             USPSQD
 PN0930  HISTORY     - 20021226 MARK NOT FOUND   USPSQD
 PN0930
 PN0930                          STATION DESCRIPTION
 PN0930
 PN0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 PN0930'THE STATION IS LOCATED AT THE SOUTH CITY LIMITS OF NEENAH ON
 PN0930'THE WEST SIDE OF COMMERCIAL STREET.  IT IS 325 FEET HIGH, OF STEEL
 PN0930'CONSTRUCTION, PAINTED ORANGE AND WHITE AND IS 4 LEGGED.  A 20
 PN0930'FEET MAST IS MOUNTED ON TOP OF THE TOWER AND THE POINT INTERSECTED
 PN0930'WAS THE FLASHING RED LIGHT ON TOP OF THE MAST.
 PN0930
 PN0930                          STATION RECOVERY (1969)
 PN0930
 PN0930'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JVT)
 PN0930'THE STATION WAS RECOVERED AS DESCRIBED IN QUAD 440882, STATION
 PN0930'1053.
 PN0930'
 PN0930'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT NEENAH
 PN0930
 PN0930                          STATION RECOVERY (1979)
 PN0930
 PN0930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHD)
 PN0930'TOWER WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN QUAD 440882,
 PN0930'STATION 1053.
 PN0930
 PN0930                          STATION RECOVERY (1995)
 PN0930
 PN0930'RECOVERY NOTE BY US POWER SQUADRON 1995
 PN0930'RECOVERED IN GOOD CONDITION.
 PN0930
 PN0930                          STATION RECOVERY (2002)
 PN0930
 PN0930'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN0930'NOT FOUND.  THE LOCATION IS NOW AN OPEN FIELD SURROUNDED BY COMMERCIAL
 PN0930'BUSINESSES AND APARTMENT BUILDINGS.  IT WAS NORTH OF THE NEENAH PLAZA
 PN0930'ON COMMERCIAL STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF6127 ***********************************************************************
 DF6127  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6127  DESIGNATION -  NEENAH S GPS
 DF6127  PID         -  DF6127
 DF6127  STATE/COUNTY-  WI/WINNEBAGO
 DF6127  USGS QUAD   -  NEENAH (1992)
 DF6127
 DF6127                         *CURRENT SURVEY CONTROL
 DF6127  ___________________________________________________________________
 DF6127* NAD 83(1997)-  44 08 32.32360(N)    088 28 02.11472(W)     ADJUSTED  
 DF6127* NAVD 88     -       230.82   (meters)     757.3    (feet)  GPS OBS   
 DF6127  ___________________________________________________________________
 DF6127  X           -     122,630.592 (meters)                     COMP
 DF6127  Y           -  -4,582,976.968 (meters)                     COMP
 DF6127  Z           -   4,419,588.232 (meters)                     COMP
 DF6127  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 DF6127  ELLIP HEIGHT-         194.54  (meters)          (06/11/03) GPS OBS
 DF6127  GEOID HEIGHT-         -36.29  (meters)                     GEOID03
 DF6127
 DF6127  HORZ ORDER  -  FIRST
 DF6127  ELLP ORDER  -  THIRD     CLASS I
 DF6127
 DF6127.The horizontal coordinates were established by GPS observations
 DF6127.and adjusted by the National Geodetic Survey in June 2003..
 DF6127
 DF6127.The orthometric height was determined by GPS observations and a
 DF6127.high-resolution geoid model using precise GPS observation and
 DF6127.processing techniques.
 DF6127
 DF6127.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6127
 DF6127.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6127
 DF6127.The ellipsoidal height was determined by GPS observations
 DF6127.and is referenced to NAD 83.
 DF6127
 DF6127.The geoid height was determined by GEOID03.
 DF6127
 DF6127;                    North         East     Units Scale Factor Converg.
 DF6127;SPC WI S     -   239,127.044   722,636.572   MT  1.00001624   +1 03 11.4
 DF6127;SPC WI S     -   784,535.98  2,370,850.15   sFT  1.00001624   +1 03 11.4
 DF6127;UTM  16      - 4,888,725.946   382,645.347   MT  0.99976938   -1 01 19.1
 DF6127
 DF6127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6127!SPC WI S     -   0.99996950  x   1.00001624  =   0.99998574
 DF6127!UTM  16      -   0.99996950  x   0.99976938  =   0.99973888
 DF6127
 DF6127                          SUPERSEDED SURVEY CONTROL
 DF6127
 DF6127.No superseded survey control is available for this station.
 DF6127
 DF6127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8264588726(NAD 83)
 DF6127_MARKER: DD = SURVEY DISK
 DF6127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6127_STAMPING: NEENAH S GPS 2001
 DF6127_MARK LOGO: WIDT  
 DF6127_PROJECTION: FLUSH
 DF6127_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6127+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2005
 DF6127
 DF6127  HISTORY     - Date     Condition        Report By
 DF6127  HISTORY     - 2000     MONUMENTED       WIDT
 DF6127  HISTORY     - 20031212 GOOD             USPSQD
 DF6127  HISTORY     - 20050615 GOOD             WIDT
 DF6127
 DF6127                          STATION DESCRIPTION
 DF6127
 DF6127'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DF6127'THE STATION IS LOCATED ABOUT 11 KM NORTH OF OSHKOSH AND 3 KM SOUTH OF
 DF6127'NEENAH.
 DF6127'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 DF6127'STATION FROM THE
 DF6127'JUNCTION OF COUNTY HIGHWAY A WITH COUNTY HIGHWAY G ABOUT 2 KM SOUTH OF
 DF6127'NEENAH, GO
 DF6127'WEST ON COUNTY HIGHWAY G FOR 0.3 KM TO THE STATION ON THE RIGHT.  THE
 DF6127'STATION IS A
 DF6127'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 DF6127'STATION DISK
 DF6127'SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 1.1
 DF6127'M  ATTACHED TO
 DF6127'BEDROCK, WHICH PREVENTED A DEEPER SET AND ABOUT LEVEL WITH THE HIGHWAY
 DF6127'PAVEMENT.
 DF6127'THE STATION IS 8.5 M NORTH OF THE CENTERLINE OF COUNTY HIGHWAY G, 49.5
 DF6127'M NORTHWEST OF A
 DF6127'POWER POLE --99-18231--, 41.0 M NORTHEAST OF A POWER POLE
 DF6127'--99-18232--, 1 M SOUTH OF A
 DF6127'CULTIVATED FIELD, 0.5 M SOUTH OF A WHITE PLASTIC WITNESS POST, 1.0 M
 DF6127'SOUTHEAST, 1.0 M
 DF6127'SOUTHWEST, AND 1.0 M NORTH OF THREE 4X4 ORANGE PLASTIC WITNESS POSTS.
 DF6127'---NOTE---THIS
 DF6127'STATION HAS NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES
 DF6127'ABOVE THE
 DF6127'HORIZON EXCEPT FOR A POWER POLES TO THE SOUTHEAST AND SOUTHWEST
 DF6127'EXTENDING 20
 DF6127'DEGREES AND POWERLINES TO THE SOUTH EXTENDING TO 40 DEGREES.
 DF6127' 
 DF6127' 
 DF6127' 
 DF6127' 
 DF6127'
 DF6127
 DF6127                          STATION RECOVERY (2003)
 DF6127
 DF6127'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6127'RECOVERED IN GOOD CONDITION.
 DF6127
 DF6127                          STATION RECOVERY (2005)
 DF6127
 DF6127'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DF6127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0169 ***********************************************************************
 PO0169  DESIGNATION -  NEFF
 PO0169  PID         -  PO0169
 PO0169  STATE/COUNTY-  WI/CLARK
 PO0169  USGS QUAD   -  OWEN (1982)
 PO0169
 PO0169                         *CURRENT SURVEY CONTROL
 PO0169  ___________________________________________________________________
 PO0169* NAD 83(1991)-  44 59 15.93948(N)    090 36 20.40668(W)     ADJUSTED  
 PO0169* NAVD 88     -       391.395  (meters)    1284.10   (feet)  ADJUSTED  
 PO0169  ___________________________________________________________________
 PO0169  LAPLACE CORR-          -4.96  (seconds)                    DEFLEC99
 PO0169  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 PO0169  DYNAMIC HT  -         391.356 (meters)    1283.97  (feet)  COMP
 PO0169  MODELED GRAV-     980,505.8   (mgal)                       NAVD 88
 PO0169
 PO0169  HORZ ORDER  -  FIRST
 PO0169  VERT ORDER  -  FIRST     CLASS II
 PO0169
 PO0169.The horizontal coordinates were established by classical geodetic methods
 PO0169.and adjusted by the National Geodetic Survey in November 1991..
 PO0169
 PO0169.The orthometric height was determined by differential leveling
 PO0169.and adjusted by the National Geodetic Survey in June 1991..
 PO0169
 PO0169.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0169
 PO0169.The geoid height was determined by GEOID03.
 PO0169
 PO0169.The dynamic height is computed by dividing the NAVD 88
 PO0169.geopotential number by the normal gravity value computed on the
 PO0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0169.degrees latitude (g = 980.6199 gals.).
 PO0169
 PO0169.The modeled gravity was interpolated from observed gravity values.
 PO0169
 PO0169;                    North         East     Units Scale Factor Converg.
 PO0169;SPC WI C     -   128,457.168   552,237.973   MT  0.99994260   -0 25 38.4
 PO0169;SPC WI C     -   421,446.56  1,811,800.75   sFT  0.99994260   -0 25 38.4
 PO0169;UTM  15      - 4,984,379.736   688,750.217   MT  1.00003809   +1 41 35.5
 PO0169
 PO0169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0169!SPC WI C     -   0.99994362  x   0.99994260  =   0.99988623
 PO0169!UTM  15      -   0.99994362  x   1.00003809  =   0.99998171
 PO0169
 PO0169                          SUPERSEDED SURVEY CONTROL
 PO0169
 PO0169  NAD 83(1986)-  44 59 15.92803(N)    090 36 20.41975(W) AD(       ) 1
 PO0169  NAD 27      -  44 59 16.03700(N)    090 36 19.94700(W) AD(       ) 1
 PO0169  NGVD 29 (??/??/92)  391.401  (m)         1284.12   (f) ADJ UNCH    1 2
 PO0169
 PO0169.Superseded values are not recommended for survey control.
 PO0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0169.See file dsdata.txt to determine how the superseded data were derived.
 PO0169
 PO0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK8875084380(NAD 83)
 PO0169_MARKER: DS = TRIANGULATION STATION DISK
 PO0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0169_STAMPING: NEFF 1921
 PO0169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PO0169
 PO0169  HISTORY     - Date     Condition        Report By
 PO0169  HISTORY     - 1921     MONUMENTED       CGS
 PO0169  HISTORY     - 1928     GOOD             CGS
 PO0169  HISTORY     - 1930     GOOD             CGS
 PO0169  HISTORY     - 1930     GOOD             NGS
 PO0169  HISTORY     - 1962     MARK NOT FOUND   USGS
 PO0169  HISTORY     - 20031103 MARK NOT FOUND   WIDT
 PO0169
 PO0169                          STATION DESCRIPTION
 PO0169
 PO0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 PO0169'STATION IS LOATED ABOUT 3 MILES N OF OWEN, ON THE W SIDE OF THE
 PO0169'TRACK OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY,
 PO0169'IMMEDIATELY N OF ROAD CROSSING AND ABOUT 10 FEET FROM THE
 PO0169'W END OF THE CATTLE GUARD.  IT IS OPPOSITE THE SEVENTH TELEGRAPH
 PO0169'POLE S OF MILEPOST 312.  REFERENCE MARK IS ON THE SAME SIDE
 PO0169'OF THE TRACK IN FENCE CORNER NEAR TELEGRAPH POLE.  W RAIL IS
 PO0169'DISTANT--2.57 METERS (8.43 FEET).
 PO0169'
 PO0169'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 PO0169'DISKS SET IN CONCRETE POSTS.
 PO0169
 PO0169                          STATION RECOVERY (1928)
 PO0169
 PO0169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (EJB)
 PO0169'STATION MARK FOUND AS DESCRIBED IN GOOD CONDITION.
 PO0169
 PO0169                          STATION RECOVERY (1930)
 PO0169
 PO0169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 PO0169'THE MARK WAS FOUND AS DESCRIBED IN GOOD CONDITION.  THE
 PO0169'DESCRIPTION IS ADEQUATE.
 PO0169
 PO0169                          STATION RECOVERY (1930)
 PO0169
 PO0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1930
 PO0169'3.2 MI N FROM OWEN.
 PO0169'ON THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD, 3.2
 PO0169'MILES NORTH OF THE STATION AT OWEN, NORTHWEST OF GRADE CROSSING,
 PO0169'IT IS BY THE SEVENTH TELEPHONE SOUTH OF MILEPOST 312, 10 FEET
 PO0169'FROM THE WEST END OF CATTLE GUARD, 8 FEET WEST OF TRACKS STANDARD
 PO0169'TRIANGULATION STATION.
 PO0169
 PO0169                          STATION RECOVERY (1962)
 PO0169
 PO0169'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 PO0169'MARK NOT FOUND.
 PO0169
 PO0169                          STATION RECOVERY (2003)
 PO0169
 PO0169'RECOVERY NOTE BY WI DEPT OF TRANSP 2003
 PO0169'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1057 ***********************************************************************
 PN1057  DESIGNATION -  NEIDHOLD
 PN1057  PID         -  PN1057
 PN1057  STATE/COUNTY-  WI/MARATHON
 PN1057  USGS QUAD   -  RINGLE (1982)
 PN1057
 PN1057                         *CURRENT SURVEY CONTROL
 PN1057  ___________________________________________________________________
 PN1057* NAD 83(1991)-  44 53 23.26161(N)    089 28 26.46453(W)     ADJUSTED  
 PN1057* NAVD 88     -       388.5    (meters)    1275.     (feet)  VERTCON   
 PN1057  ___________________________________________________________________
 PN1057  LAPLACE CORR-          -4.78  (seconds)                    DEFLEC99
 PN1057  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 PN1057
 PN1057  HORZ ORDER  -  FIRST
 PN1057
 PN1057.The horizontal coordinates were established by classical geodetic methods
 PN1057.and adjusted by the National Geodetic Survey in November 1991..
 PN1057
 PN1057.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1057
 PN1057.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1057
 PN1057.The geoid height was determined by GEOID03.
 PN1057
 PN1057;                    North         East     Units Scale Factor Converg.
 PN1057;SPC WI C     -   117,527.221   641,548.693   MT  0.99994073   +0 22 16.0
 PN1057;SPC WI C     -   385,587.22  2,104,814.34   sFT  0.99994073   +0 22 16.0
 PN1057;UTM  16      - 4,973,685.817   304,635.795   MT  1.00006935   -1 44 47.7
 PN1057
 PN1057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1057!SPC WI C     -   0.99994459  x   0.99994073  =   0.99988532
 PN1057!UTM  16      -   0.99994459  x   1.00006935  =   1.00001393
 PN1057
 PN1057|---------------------------------------------------------------------|
 PN1057| PID    Reference Object                     Distance      Geod. Az  |
 PN1057|                                                           dddmmss.s |
 PN1057| CJ5809 NEIDHOLD RM 1                        23.599 METERS 05856     |
 PN1057| CJ5810 NEIDHOLD RM 2                        23.759 METERS 12357     |
 PN1057| PN1058 NEIDHOLD AZ MK                      APPROX. 0.8 KM 3321437.4 |
 PN1057|---------------------------------------------------------------------|
 PN1057
 PN1057                          SUPERSEDED SURVEY CONTROL
 PN1057
 PN1057  NAD 83(1986)-  44 53 23.26090(N)    089 28 26.46987(W) AD(       ) 1
 PN1057  NAD 27      -  44 53 23.36716(N)    089 28 26.04002(W) AD(       ) 1
 PN1057  NGVD 29 (07/19/86)  388.5    (m)         1275.     (f) VERT ANG       
 PN1057
 PN1057.Superseded values are not recommended for survey control.
 PN1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1057.See file dsdata.txt to determine how the superseded data were derived.
 PN1057
 PN1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ0463673686(NAD 83)
 PN1057_MARKER: DH = HORIZONTAL CONTROL DISK
 PN1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1057_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PN1057_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PN1057
 PN1057  HISTORY     - Date     Condition        Report By
 PN1057  HISTORY     - 1980     MONUMENTED       NGS
 PN1057  HISTORY     - 20010331 GOOD             NGS
 PN1057
 PN1057                          STATION DESCRIPTION
 PN1057
 PN1057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 PN1057'THE STATION IS LOCATED ABOUT 9 MILES EAST-SOUTHEAST WAUSAU, ABOUT
 PN1057'7 MILES WEST OF HATLEY, ABOUT 2 1/2 MILES WEST OF RINGLE.
 PN1057'OWNERSHIP--MRS. FRANCIS NIEVINSKI, ROUTE 1, RINGLE,
 PN1057'WISCONSIN.
 PN1057'
 PN1057'TO REACH THE STATION FROM THE JUNCTION OF U.S. BUSINESS 51 AND
 PN1057'STATE HIGHWAY 29 IN SCHOFIELD, GO EAST ON HIGHWAY 29 FOR 4.95
 PN1057'MILES TO THE JUNCTION OF COUNTY ROUTE J.  CONTINUE EAST ON HIGHWAY
 PN1057'29 FOR 1.25 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 PN1057'CONTINUE EAST ON HIGHWAY 29 FOR 0.25 MILE TO A SIDE ROAD RIGHT,
 PN1057'SHADY LANE.  TURN RIGHT AND GO SOUTH FOR 0.45 MILE TO THE
 PN1057'STATION SITE ON THE RIGHT AS DESCRIBED.
 PN1057'
 PN1057'THE STATION IS A STANDARD NGS DISK
 PN1057'STAMPED---NEIDHOLD 1980---,
 PN1057'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN1057'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 PN1057'14.3 METERS (47 FT) WEST FROM THE CENTER OF SHADY LANE,
 PN1057'5.8 METERS (19 FT) SOUTH-SOUTHEAST FROM A BARBED ELECTRIC FENCE, AND
 PN1057'5.5 METERS (18 FT) SOUTH-SOUTHWEST FROM A 12-INCH OAK TREE.
 PN1057'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 PN1057'STAMPED---NEIDHOLD 1980---,
 PN1057'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 PN1057'
 PN1057'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 PN1057'STAMPED---NEIDHOLD NO 1 1980---,
 PN1057'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN1057'PROJECTING 5 CM ABOVE THE GROUND.  IT IS LOCATED
 PN1057'5.6 METERS (18.5 FT) EAST FROM THE CENTER OF SHADY LANE,
 PN1057'0.5 METER (1.6 FT) WEST FROM A FENCE, AND
 PN1057'0.46 METER (1.5 FT) WEST FROM A METAL WITNESS POST.
 PN1057'MARK IS LEVEL WITH STATION.
 PN1057'
 PN1057'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 PN1057'STAMPED---NEIDHOLD NO 2 1980---,
 PN1057'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN1057'PROJECTING 6 CM ABOVE THE GROUND.  IT IS LOCATED
 PN1057'5.8 METERS (19 FT) EAST FROM THE CENTER OF SHADY LANE,
 PN1057'4.7 METERS (15.5 FT) NORTH-NORTHWEST FROM A WARNING SIGN FOR A
 PN1057'GAS PIPELINE, AND
 PN1057'0.6 METER (1.9 FT) WEST FROM A FENCE.
 PN1057'MARK IS LEVEL WITH STATION.
 PN1057'
 PN1057'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 PN1057'STAMPED---NEIDHOLD 1980---,
 PN1057'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN1057'FLUSH WITH GROUND.  IT IS LOCATED
 PN1057'20.7 METERS (68 FT) WEST FROM A PRIVATE DRIVE THAT CROSSES THE
 PN1057'RAILROAD TRACKS,
 PN1057'15.8 METERS (52 FT) NORTH FROM THE CENTER OF STATE HIGHWAY 29, AND
 PN1057'0.61 METER (2 FT) EAST FROM A METAL WITNESS POST.
 PN1057'THE UNDERGROUND MARK IS A STANDARD NGS AZIMUTH MARK
 PN1057'DISK STAMPED---NEIDHOLD 1980---, SET INTO THE TOP
 PN1057'OF AN IRREGULAR MASS OF CONCRETE ABOUT 1.1 METERS
 PN1057'BELOW THE SURFACE.
 PN1057'
 PN1057'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 14.9 METERS.
 PN1057
 PN1057                          STATION RECOVERY (2001)
 PN1057
 PN1057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PN1057'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1058 ***********************************************************************
 PN1058  DESIGNATION -  NEIDHOLD AZ MK
 PN1058  PID         -  PN1058
 PN1058  STATE/COUNTY-  WI/MARATHON
 PN1058  USGS QUAD   -  RINGLE (1982)
 PN1058
 PN1058                         *CURRENT SURVEY CONTROL
 PN1058  ___________________________________________________________________
 PN1058* NAD 83(1991)-  44 53 47.28679(N)    089 28 44.25320(W)     ADJUSTED  
 PN1058* NAVD 88     -       380.6    (meters)    1249.     (feet)  VERTCON   
 PN1058  ___________________________________________________________________
 PN1058  LAPLACE CORR-          -4.88  (seconds)                    DEFLEC99
 PN1058  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 PN1058
 PN1058  HORZ ORDER  -  SECOND
 PN1058
 PN1058.The horizontal coordinates were established by classical geodetic methods
 PN1058.and adjusted by the National Geodetic Survey in November 1991..
 PN1058
 PN1058.The NAVD 88 height was computed by applying the VERTCON shift value to
 PN1058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PN1058
 PN1058.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1058
 PN1058.The geoid height was determined by GEOID03.
 PN1058
 PN1058;                    North         East     Units Scale Factor Converg.
 PN1058;SPC WI C     -   118,266.287   641,153.614   MT  0.99994077   +0 22 03.5
 PN1058;SPC WI C     -   388,011.98  2,103,518.15   sFT  0.99994077   +0 22 03.5
 PN1058;UTM  16      - 4,974,439.076   304,268.250   MT  1.00007111   -1 45 01.0
 PN1058
 PN1058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PN1058!SPC WI C     -   0.99994582  x   0.99994077  =   0.99988659
 PN1058!UTM  16      -   0.99994582  x   1.00007111  =   1.00001693
 PN1058
 PN1058                          SUPERSEDED SURVEY CONTROL
 PN1058
 PN1058  NAD 83(1986)-  44 53 47.28607(N)    089 28 44.25855(W) AD(       ) 2
 PN1058  NAD 27      -  44 53 47.39244(N)    089 28 43.82802(W) AD(       ) 2
 PN1058  NGVD 29 (07/19/86)  380.6    (m)         1249.     (f) VERT ANG       
 PN1058
 PN1058.Superseded values are not recommended for survey control.
 PN1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1058.See file dsdata.txt to determine how the superseded data were derived.
 PN1058
 PN1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCQ0426874439(NAD 83)
 PN1058_MARKER: DZ = AZIMUTH MARK DISK
 PN1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PN1058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PN1058_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PN1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PN1058+STABILITY: SURFACE MOTION
 PN1058
 PN1058  HISTORY     - Date     Condition        Report By
 PN1058  HISTORY     - 1980     MONUMENTED       NGS
 PN1058  HISTORY     - 20010331 GOOD             NGS
 PN1058
 PN1058                          STATION DESCRIPTION
 PN1058
 PN1058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 PN1058'THE STATION IS LOCATED ABOUT 9 MILES EAST-NORTHEAST OF WAUSAU,
 PN1058'ABOUT 7 MILES WEST OF HATLEY, ABOUT 2 1/2 MILES WEST OF RINGLE,
 PN1058'AND ON THE HIGHWAY RIGHT-OF-WAY.
 PN1058'OWNERSHIP--THE STATE OF WISCONSIN.
 PN1058'
 PN1058'TO REACH THE STATION FROM THE JUNCTION OF U.S. BUSINESS HIGHWAY
 PN1058'51 AND STATE HIGHWAY 29 IN SCHOFIELD, GO EAST ON HIGHWAY 29 FOR
 PN1058'4.95 MILES TO THE JUNCTION OF COUNTY ROUTE J.  CONTINUE EAST ON
 PN1058'HIGHWAY 29 FOR 1.25 MILES TO THE AZIMUTH MARK ON THE LEFT AS
 PN1058'DESCRIBED.
 PN1058'
 PN1058'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 PN1058'STAMPED---NEIDHOLD 1980---,
 PN1058'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PN1058'FLUSH WITH GROUND.  IT IS LOCATED
 PN1058'20.7 METERS (68 FT) WEST FROM A PRIVATE DRIVE THAT CROSSES THE
 PN1058'RAILROAD TRACKS,
 PN1058'15.8 METERS (52 FT) NORTH FROM THE CENTER OF STATE HIGHWAY 29, AND
 PN1058'0.61 METER (2 FT) EAST FROM A METAL WITNESS POST.
 PN1058'THE UNDERGROUND MARK IS A STANDARD NGS AZIMUTH MARK DISK
 PN1058'STAMPED---NEIDHOLD 1980---, SET INTO THE TOP OF AN
 PN1058'IRREGULAR MASS OF CONCRETE ABOUT 1.1 METERS BELOW THE
 PN1058'GROUND SURFACE.
 PN1058'
 PN1058'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THERE WERE NO
 PN1058'REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 PN1058'
 PN1058'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 PN1058'NEIDHOLD USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 PN1058'
 PN1058'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 PN1058
 PN1058                          STATION RECOVERY (2001)
 PN1058
 PN1058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PN1058'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0614 ***********************************************************************
 PO0614  DESIGNATION -  NEILLSVILLE
 PO0614  PID         -  PO0614
 PO0614  STATE/COUNTY-  WI/CLARK
 PO0614  USGS QUAD   -  NEILLSVILLE (1979)
 PO0614
 PO0614                         *CURRENT SURVEY CONTROL
 PO0614  ___________________________________________________________________
 PO0614* NAD 83(1991)-  44 35 29.95719(N)    090 37 25.11640(W)     ADJUSTED  
 PO0614* NAVD 88     -       428.1    (meters)    1405.     (feet)  VERTCON   
 PO0614  ___________________________________________________________________
 PO0614  LAPLACE CORR-          -6.18  (seconds)                    DEFLEC99
 PO0614  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 PO0614
 PO0614  HORZ ORDER  -  FIRST
 PO0614
 PO0614.The horizontal coordinates were established by classical geodetic methods
 PO0614.and adjusted by the National Geodetic Survey in November 1991..
 PO0614
 PO0614.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0614
 PO0614.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0614
 PO0614.The geoid height was determined by GEOID03.
 PO0614
 PO0614;                    North         East     Units Scale Factor Converg.
 PO0614;SPC WI C     -    84,453.311   550,482.491   MT  0.99995297   -0 26 24.1
 PO0614;SPC WI C     -   277,077.24  1,806,041.31   sFT  0.99995297   -0 26 24.1
 PO0614;UTM  15      - 4,940,336.930   688,619.647   MT  1.00003753   +1 40 07.7
 PO0614
 PO0614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0614!SPC WI C     -   0.99993806  x   0.99995297  =   0.99989103
 PO0614!UTM  15      -   0.99993806  x   1.00003753  =   0.99997559
 PO0614
 PO0614:                Primary Azimuth Mark                     Grid Az
 PO0614:SPC WI C     -  GREENWOOD MUNICIPAL TANK                 006 28 48.4
 PO0614:UTM  15      -  GREENWOOD MUNICIPAL TANK                 004 22 16.6
 PO0614
 PO0614|---------------------------------------------------------------------|
 PO0614| PID    Reference Object                     Distance      Geod. Az  |
 PO0614|                                                           dddmmss.s |
 PO0614| PO0608 GREENWOOD MUNICIPAL TANK            APPROX.19.6 KM 0060224.3 |
 PO0614| PO0542 LOYAL MUNICIPAL TANK                APPROX.18.8 KM 0323034.5 |
 PO0614| PO0529 MARSHFIELD MUNICIPAL STANDPIPE      APPROX.36.3 KM 0752039.9 |
 PO0614| PO0532 MARSHFIELD ST JOHNS CATH CH         APPROX.36.8 KM 0760425.4 |
 PO0614| CJ5812 NEILLSVILLE RM 1                     21.226 METERS 13323     |
 PO0614| PO0615 NEILLSVILLE MUNICIPAL TOWER         APPROX. 4.4 KM 1442059.6 |
 PO0614| PO0612 CLARK CO CTHSE BASE OF STATUE       APPROX. 4.2 KM 1460221.5 |
 PO0614| PO0610 NEILLSVILLE AM STORE DAIRY STK      APPROX. 3.9 KM 1464354.2 |
 PO0614| PO0611 NEILLSVILLE METH EPIS CH            APPROX. 4.3 KM 1472836.1 |
 PO0614| CJ5811 NEILLSVILLE AZ MK                                  1925422.2 |
 PO0614| CJ5813 NEILLSVILLE RM 2                     20.774 METERS 22529     |
 PO0614|---------------------------------------------------------------------|
 PO0614
 PO0614                          SUPERSEDED SURVEY CONTROL
 PO0614
 PO0614  NAD 83(1986)-  44 35 29.95388(N)    090 37 25.12511(W) AD(       ) 1
 PO0614  NAD 27      -  44 35 30.08500(N)    090 37 24.62400(W) AD(       ) 1
 PO0614  NGVD 29 (07/19/86)  428.1    (m)         1405.     (f) VERT ANG       
 PO0614
 PO0614.Superseded values are not recommended for survey control.
 PO0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0614.See file dsdata.txt to determine how the superseded data were derived.
 PO0614
 PO0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK8862040337(NAD 83)
 PO0614_MARKER: DS = TRIANGULATION STATION DISK
 PO0614_SETTING: 66 = SET IN ROCK OUTCROP
 PO0614
 PO0614  HISTORY     - Date     Condition        Report By
 PO0614  HISTORY     - 1934     MONUMENTED       CGS
 PO0614  HISTORY     - 1981     GOOD             NGS
 PO0614
 PO0614                          STATION DESCRIPTION
 PO0614
 PO0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 PO0614'THIS STATION IS ON THE SUMMIT OF A HIGH PROMINENT MOUND ABOUT
 PO0614'2-1/2 MILES NORTHWEST OF NEILLSVILLE ON LAND OWNED BY NICK
 PO0614'LETSCH WHO LIVES AT THE SOUTH BASE OF THE MOUND.  THE MARK
 PO0614'IS SET NEAR THE SOUTH EDGE OF A LARGE RECTANGULAR
 PO0614'LEDGE OUTCROP ON THE HIGHEST POINT OF THE MOUND.  THIS OUTCROP
 PO0614'IS FLAT TOPPED AND IS 6 FEET LONG AND 3 FEET WIDE.
 PO0614'
 PO0614'TO REACH GO WEST ON U.S. HIGHWAY 10 FOR 1.6 MILES FROM THE
 PO0614'MAIN STREET OF NEILLSVILLE TO A ROAD LEADING NORTH AT A BRICK
 PO0614'SCHOOLHOUSE.  GO NORTH ON THIS ROAD 2.1 MILES TO T-INTERSECTION,
 PO0614'GO EAST FOR 0.25 MILE TO MR. LETSCHES HOUSE, GO NORTH THROUGH
 PO0614'BARNYARD AND PASTURE TO THE BASE OF THE MOUND.  TOP IS BEST
 PO0614'REACHED BY TRAIL UP THE EAST SLOPE.
 PO0614'
 PO0614'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION.
 PO0614'MARK IS SET IN DRILL HOLE IN LEDGE OUTCROP ON THE SOUTH SLOPE
 PO0614'OF THE MOUND, 2-1/2 FEET NORTH OF THE EDGE OF A CLIFF, AND
 PO0614'ABOUT 20 FEET SOUTH OF HIGH POINT OF RIDGE AND FOOT PATH.
 PO0614'
 PO0614'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION
 PO0614'ON THE SOUTH SLOPE OF THE MOUND, SET IN DRILL HOLE IN LEDGE
 PO0614'OUTCROP, 2 FEET NORTH OF THE EDGE OF CLIFF.
 PO0614'
 PO0614'AZIMUTH MARK IS SOUTH OF THE STATION ON THE NORTH
 PO0614'EDGE OF A CLEARED FIELD, 0.1 MILE EAST OF T-INTERSECTION,
 PO0614'20 FEET SOUTH OF THE CENTER LINE OF EAST-WEST ROAD, 1 FOOT NORTH
 PO0614'OF FENCE LINE, AND PROJECTS 10 INCHES.
 PO0614'
 PO0614'A 74-FOOT TOWER AT KOKALY COMES INTO VIEW 30 FEET ABOVE THE
 PO0614'GROUND.
 PO0614'
 PO0614'87-FOOT TOWERS AT THWING AND BEALER COME INTO VIEW 25 FEET
 PO0614'ABOVE THE GROUND.
 PO0614'
 PO0614'A 74-FOOT TOWER AT FAIR COMES INTO VIEW 12 FEET ABOVE THE
 PO0614'GROUND.
 PO0614'
 PO0614'A 4-FOOT TOWER AT SADDLE COMES INTO VIEW 12 FEET ABOVE THE
 PO0614'GROUND.
 PO0614'
 PO0614'A 47-FOOT TOWER AT BRUCE IS VISIBLE FROM THE GROUND AT THIS
 PO0614'STATION.
 PO0614'
 PO0614'47-FOOT TOWERS AT FAIRCHILD AND JANKOWSKY COMES INTO VIEW.
 PO0614'25 FEET ABOVE THE GROUND.
 PO0614'
 PO0614'NOTE--INTERSECTION STATIONS IN NEILLSVILLE WOULD BE VISIBLE FROM
 PO0614'THE GROUND WITH SLIGHT CLEARING OF LOCAL TREES.
 PO0614
 PO0614                          STATION RECOVERY (1981)
 PO0614
 PO0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 PO0614'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 PO0614'MARK WERE RECOVERED. THE DIRECTION TO THE REFERENCE MARKS CHECKED.
 PO0614'A DIFFERENCE IN HORIZONTAL DISTANCE TO REFERENCE MARK 1 OF
 PO0614'0.018 METER LONGER, AND TO REFERENCE MARK 2 OF 0.006 METER LONGER
 PO0614'WAS NOTED. THE DIRECTION TO THE AZIMUTH MARK WAS NOT OBSERVED AT
 PO0614'THIS TIME DUE TO NOT BEING ALLOWED TO CLEAR THE LINE.
 PO0614'A COMPLETE DESCRIPTION FOLLOWS.
 PO0614'
 PO0614'THE STATION IS LOCATED ABOUT 4 KM (2-1/2 MI) NORTHWEST OF
 PO0614'NEILLSVILLE, IN THE NE1/4,S4,T24N,R2W OF VALLEY TOWNSHIP.
 PO0614'OWNERSHIP--MR. HERMAN STRANGFELD, RT 3 NEILLSVILLE, WI,
 PO0614'TELEPHONE 715-743-3679.
 PO0614'
 PO0614'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 10 AND
 PO0614'STATE HIGHWAY 73, 5TH AND HEWITT STREETS, IN THE CENTER OF
 PO0614'NEILLSVILLE, GO WEST ON U.S. HIGHWAY 10 FOR 1.8 KM (1.1 MI) TO A
 PO0614'RAILWAY OVERPASS, CONTINUE WEST FOR 0.9 KM (0.55 MI) TO A PAVED
 PO0614'ROAD RIGHT. TURN RIGHT AND GO NORTH ON A PAVED ROAD FOR 2.4 KM
 PO0614'(1.5 MI) TO A CROSSROAD (CHURCH ROAD). CONTINUE NORTH ON A GRADED
 PO0614'ROAD FOR 0.8 KM (0.5 MI) TO A T-ROAD. TURN RIGHT AND GO EAST ON
 PO0614'MOUND ROAD FOR 0.2 KM (0.05 MI) TO THE AZIMUTH MARK ON THE RIGHT.
 PO0614'CONTINUE EAST ON MOUND ROAD FOR 0.3 KM (0.2 MI) TO A FARM DRIVE
 PO0614'ON THE LEFT. TURN LEFT AND GO NORTH 0.1 KM (0.05 MI) TO A PIPE
 PO0614'GATE BETWEEN A BARN AND A SHED. PASS THROUGH THE GATE AND GO
 PO0614'NORTH AND WEST AROUND THE BARN TO A FENCE. TURN RIGHT AND GO
 PO0614'NORTH, ALONG THE WEST SIDE OF THE FENCE TO A FENCE CORNER
 PO0614'AT THE BASE OF A MOUND. TURN RIGHT AND GO EAST 0.2 KM (0.15 MI)
 PO0614'THEN NORTH TO A SADDLE ON THE EAST END OF THE MOUND AND THE END
 PO0614'OF TRUCK TRAVEL. FROM HERE PACK WEST, UP THE EAST RIDGE, FOR 25
 PO0614'MINUTES TO THE HIGHEST POINT AND THE STATION.
 PO0614'
 PO0614'THE STATION IS A STANDARD CGS DISK
 PO0614'STAMPED---NEILSVILLE 1934---,
 PO0614'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 PO0614'16.15 METERS (49.7 FT) WEST-NORTHWEST FROM A 16-INCH OAK TREE AND
 PO0614'13.75 METERS (45.1 FT) NORTHEAST FROM A 18-INCH OAK TREE.
 PO0614'
 PO0614'REFERENCE MARK NUMBER 01 IS A STANDARD CGS DISK
 PO0614'STAMPED---NEILLSVILLE NO. 1 1934---,
 PO0614'SET INTO A ROCK LEDGE.  IT IS LOCATED
 PO0614'5.9 METERS (19.3 FT) EAST-SOUTHEAST FROM A 16-INCH OAK TREE AND
 PO0614'0.55 METER (1.8 FT) WEST FROM A 8-INCH BIRCH TREE.
 PO0614'MARK IS BELOW STATION 3.3 METERS.
 PO0614'
 PO0614'REFERENCE MARK NUMBER 02 IS A STANDARD CGS DISK
 PO0614'STAMPED---N I  SVILLE N  2 1934---,
 PO0614'SET IN A ROCK LEDGE. (THE CENTER POINT AND ARROW WERE PARTIALLY
 PO0614'OBLITERATED AND THE STAMPING PARTIALLY LEGIBLE.) IT IS LOCATED
 PO0614'11.0 METERS (36.1 FT) EAST FROM A 14-INCH OAK TREE,
 PO0614'10.2 METERS (33.5 FT) NORTH FROM A 14-INCH OAK TREE AND
 PO0614'0.45 METER (1.5 FT) NORTH FROM THE SOUTH EDGE OF LEDGE.
 PO0614'MARK IS BELOW STATION 3.6 METERS.
 PO0614'
 PO0614'AZIMUTH MARK NUMBER 01 IS A STANDARD CGS DISK
 PO0614'STAMPED---NEILLSVILLW 1934---,
 PO0614'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 PO0614'
 PO0614'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0610 ***********************************************************************
 PO0610  DESIGNATION -  NEILLSVILLE AM STORE DAIRY STK
 PO0610  PID         -  PO0610
 PO0610  STATE/COUNTY-  WI/CLARK
 PO0610  USGS QUAD   -  NEILLSVILLE (1979)
 PO0610
 PO0610                         *CURRENT SURVEY CONTROL
 PO0610  ___________________________________________________________________
 PO0610* NAD 83(1991)-  44 33 43.76575(N)    090 35 47.67548(W)     ADJUSTED  
 PO0610* NAVD 88     -                                                        
 PO0610  ___________________________________________________________________
 PO0610  LAPLACE CORR-          -5.58  (seconds)                    DEFLEC99
 PO0610  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 PO0610
 PO0610  HORZ ORDER  -  THIRD
 PO0610
 PO0610.The horizontal coordinates were established by classical geodetic methods
 PO0610.and adjusted by the National Geodetic Survey in November 1991..
 PO0610
 PO0610
 PO0610.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0610
 PO0610.The geoid height was determined by GEOID03.
 PO0610
 PO0610;                    North         East     Units Scale Factor Converg.
 PO0610;SPC WI C     -    81,159.523   552,607.495   MT  0.99995564   -0 25 15.3
 PO0610;SPC WI C     -   266,270.87  1,813,013.09   sFT  0.99995564   -0 25 15.3
 PO0610;UTM  15      - 4,937,123.266   690,864.588   MT  1.00004801   +1 41 13.0
 PO0610
 PO0610                          SUPERSEDED SURVEY CONTROL
 PO0610
 PO0610  NAD 83(1986)-  44 33 43.76251(N)    090 35 47.68384(W) AD(       ) 4
 PO0610  NAD 27      -  44 33 43.90000(N)    090 35 47.19000(W) AD(       ) 3
 PO0610
 PO0610.Superseded values are not recommended for survey control.
 PO0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0610.See file dsdata.txt to determine how the superseded data were derived.
 PO0610
 PO0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK9086537123(NAD 83)
 PO0610_MARKER: 63 = STACK
 PO0610
 PO0610  HISTORY     - Date     Condition        Report By
 PO0610  HISTORY     - 1934     FIRST OBSERVED   CGS
 PO0610
 PO0610                          STATION DESCRIPTION
 PO0610
 PO0610'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0774 ***********************************************************************
 PO0774  CBN         -  This is a Cooperative Base Network Control Station.
 PO0774  PACS        -  This is a Primary Airport Control Station.
 PO0774  DESIGNATION -  NEILLSVILLE GPS
 PO0774  PID         -  PO0774
 PO0774  STATE/COUNTY-  WI/CLARK
 PO0774  USGS QUAD   -  NEILLSVILLE (1979)
 PO0774
 PO0774                         *CURRENT SURVEY CONTROL
 PO0774  ___________________________________________________________________
 PO0774* NAD 83(1997)-  44 33 22.16320(N)    090 30 53.05439(W)     ADJUSTED  
 PO0774* NAVD 88     -       370.00   (meters)    1213.9    (feet)  GPS OBS   
 PO0774  ___________________________________________________________________
 PO0774  X           -     -40,899.126 (meters)                     COMP
 PO0774  Y           -  -4,552,388.416 (meters)                     COMP
 PO0774  Z           -   4,452,573.136 (meters)                     COMP
 PO0774  LAPLACE CORR-          -6.18  (seconds)                    DEFLEC99
 PO0774  ELLIP HEIGHT-         336.70  (meters)          (04/28/99) GPS OBS
 PO0774  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 PO0774
 PO0774  HORZ ORDER  -  A
 PO0774  ELLP ORDER  -  THIRD     CLASS I
 PO0774
 PO0774.This mark is at Neillsville Airport (VIQ)
 PO0774
 PO0774.The horizontal coordinates were established by GPS observations
 PO0774.and adjusted by the National Geodetic Survey in April 1999..
 PO0774
 PO0774.The orthometric height was determined by GPS observations and a
 PO0774.high-resolution geoid model.
 PO0774
 PO0774.GPS derived orthometric heights for airport stations designated as
 PO0774.PACS or SACS are published to 2 decimal places.  This maintains
 PO0774.centimeter relative accuracy between the PACS and SACS.  It does
 PO0774.not indicate centimeter accuracy relative to other marks which are
 PO0774.part of the NAVD 88 network.
 PO0774
 PO0774.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PO0774
 PO0774.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0774
 PO0774.The ellipsoidal height was determined by GPS observations
 PO0774.and is referenced to NAD 83.
 PO0774
 PO0774.The geoid height was determined by GEOID03.
 PO0774
 PO0774;                    North         East     Units Scale Factor Converg.
 PO0774;SPC WI C     -    80,448.261   559,104.544   MT  0.99995622   -0 21 47.5
 PO0774;SPC WI C     -   263,937.34  1,834,328.82   sFT  0.99995622   -0 21 47.5
 PO0774;UTM  15      - 4,936,651.377   697,384.101   MT  1.00007914   +1 44 39.3
 PO0774
 PO0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0774!SPC WI C     -   0.99994721  x   0.99995622  =   0.99990343
 PO0774!UTM  15      -   0.99994721  x   1.00007914  =   1.00002635
 PO0774
 PO0774|---------------------------------------------------------------------|
 PO0774| PID    Reference Object                     Distance      Geod. Az  |
 PO0774|                                                           dddmmss.s |
 PO0774| PO0788 NEILLSVILLE GPS AZ MK               371.704 METERS 19724     |
 PO0774|---------------------------------------------------------------------|
 PO0774
 PO0774                          SUPERSEDED SURVEY CONTROL
 PO0774
 PO0774  NAD 83(1991)-  44 33 22.16265(N)    090 30 53.05325(W) AD(       ) B
 PO0774  ELLIP H (06/11/91)  336.75   (m)                       GP(       ) 4 1
 PO0774  NGVD 29 (06/11/91)  370.0    (m)         1214.     (f) GPS OBS        
 PO0774
 PO0774.Superseded values are not recommended for survey control.
 PO0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0774.See file dsdata.txt to determine how the superseded data were derived.
 PO0774
 PO0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK9738436651(NAD 83)
 PO0774_MARKER: DH = HORIZONTAL CONTROL DISK
 PO0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0774_SP_SET: CONCRETE POST
 PO0774_STAMPING: NEILLSVILLE GPS 1989
 PO0774_MARK LOGO: NGS   
 PO0774_PROJECTION: FLUSH
 PO0774_MAGNETIC: N = NO MAGNETIC MATERIAL
 PO0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0774+STABILITY: SURFACE MOTION
 PO0774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PO0774+SATELLITE: SATELLITE OBSERVATIONS - November 20, 1997
 PO0774
 PO0774  HISTORY     - Date     Condition        Report By
 PO0774  HISTORY     - 1989     MONUMENTED       WIHD
 PO0774  HISTORY     - 19900709 GOOD
 PO0774  HISTORY     - 19900913 GOOD
 PO0774  HISTORY     - 19910718 GOOD             NGS
 PO0774  HISTORY     - 19930610 GOOD             NOS
 PO0774  HISTORY     - 19970901 GOOD             AYRES
 PO0774  HISTORY     - 19971120 GOOD             NGS
 PO0774
 PO0774                          STATION DESCRIPTION
 PO0774
 PO0774'DESCRIBED BY WI HIGHWAY DEPT 1989
 PO0774'THE STATION IS LOCATED ABOUT 6.4 KM (4.00 MI) EAST OF NEILLSVILLE,
 PO0774'37.78 KM (23.50 MI) WEST-SOUTHWEST OF MARSHFIELD, AND 36.70 KM
 PO0774'(22.80 MI) NORTHEAST OF BLACK RIVER FALLS.  OWNERSHIP--CITY OF
 PO0774'NEILLSVILLE.
 PO0774'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 73, HEWETT
 PO0774'STREET, U.S. HIGHWAY 10, AND 5TH STREET IN THE TOWN OF NEILLSVILLE, GO
 PO0774'SOUTH FOR 0.81 KM (0.50 MI) ON HEWETT STREET, STATE ROUTE 73, AND U.S.
 PO0774'HIGHWAY 10 TO THE JUNCTION OF DIVISION STREET.  TURN LEFT AND GO EAST
 PO0774'FOR 6.36 KM (3.95 MI) ON DIVISION STREET, U.S. HIGHWAY 10 TO A SIDE
 PO0774'ROAD LEFT, AIRPORT ROAD.  TURN LEFT AND GO NORTH FOR 0.32 KM
 PO0774'(0.20 MI) ON AIRPORT ROAD TO A DRIVEWAY ON THE RIGHT.  TURN RIGHT AND
 PO0774'GO EAST FOR 0.25 KM (0.15 MI) ON THE AIRPORT DRIVEWAY ENTRANCE TO THE
 PO0774'STATION ON THE LEFT AS DESCRIBED.
 PO0774'THE STATION IS A STANDARD NGS HORIZONTAL CONTROL MARK DISK
 PO0774'STAMPED---NEILLSVILLE GPS 1989---, SET INTO THE TOP OF A ROUND
 PO0774'CONCRETE MONUMENT 40 CM IN DIAMETER RECESSED 2 CM BELOW THE GROUND.
 PO0774'LOCATED 57.30 M (188.0 FT) WEST FROM THE CENTER-LINE OF A NORTH-SOUTH
 PO0774'TAXIWAY, 24.38 M (80.0 FT) NORTHEAST FROM THE NORTHEAST CORNER OF A
 PO0774'PAVED PARKING APRON, 0.91 M (3.0 FT) SOUTH FROM A CARSONITE WITNESS
 PO0774'POST.
 PO0774
 PO0774                          STATION RECOVERY (1990)
 PO0774
 PO0774'RECOVERED 1990
 PO0774'RECOVERED IN GOOD CONDITION.
 PO0774
 PO0774                          STATION RECOVERY (1990)
 PO0774
 PO0774'RECOVERED 1990
 PO0774'RECOVERED IN GOOD CONDITION.
 PO0774
 PO0774                          STATION RECOVERY (1991)
 PO0774
 PO0774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PO0774'RECOVERED IN GOOD CONDITION.
 PO0774
 PO0774                          STATION RECOVERY (1993)
 PO0774
 PO0774'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (RAH)
 PO0774'RECOVERED AS DESCRIBED WITH THE FOLLOWING EXCEPTION, AIRPORT ROAD IS
 PO0774'NOW MILLER ROAD.
 PO0774
 PO0774                          STATION RECOVERY (1997)
 PO0774
 PO0774'RECOVERY NOTE BY AYRES ASSOCIATES 1997 (CMS)
 PO0774'RECOVERED AS DESCRIBED.
 PO0774
 PO0774                          STATION RECOVERY (1997)
 PO0774
 PO0774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 PO0774'NOTE--THIS IS THE PRIMARY AIRPORT CONTROL (PAC) STATION FOR THE
 PO0774'NEILLSVILLE MUNICIPAL (VIQ) AIRPORT.  THE STATION IS LOCATED ABOUT 37
 PO0774'KM (23.00 MI) NORTHEAST OF BLACK RIVER FALLS, 32 KM (19.90 MI)
 PO0774'WEST-SOUTHWEST OF MARSHFIELD, 6 KM (3.70 MI) EAST OF NEILLSVILLE, AT
 PO0774'THE NEILLSVILLE MUNICIPAL AIRPORT, ON THE WEST FACE OF A LOW HILL EAST
 PO0774'OF ACROSS THE APRON FROM THE OFFICE, AND ABOUT 100 M (328.1 FT)
 PO0774'SOUTHEAST OF THE WINDSOCK.  OWNERSHIP--CITY OF NEILLSVILLE.  AIRPORT
 PO0774'MANAGER IS HAROLD GAIER, N3675 PRAY AVENUE, NEILLSVILLE, WI 54456.
 PO0774'PHONE 715-387-4400.  TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 10
 PO0774'(DIVISION STREET) AND STATE HIGHWAY 73 (HEWITT AVENUE) IN NEILLSVILLE,
 PO0774'GO EAST ON HIGHWAY 10 FOR 6.20 KM (3.85 MI) TO A GRAVEL CROSSROAD.
 PO0774'TURN LEFT AND GO NORTH, THEN EAST ON MILLER ROAD FOR 0.4 KM (0.25 MI)
 PO0774'TO A HANGAR ON THE RIGHT AT THE APRON AND THE STATION ON THE LEFT.
 PO0774'THE STATION IS SET IN THE TOP OF A 40 CM ROUND CONCRETE POST RECESSED
 PO0774'10 CM BELOW THE GROUND.  IT IS, 67.0 M (219.8 FT) NORTH-NORTHEAST OF
 PO0774'AND ACROSS A TAXIWAY FROM THE NORTH EDGE OF THE CONCRETE FOUNDATION
 PO0774'FOR THE FUEL PUMPS, 57.0 M (187.0 FT) WEST-NORTHWEST OF THE CENTER OF
 PO0774'THE TAXIWAY LEADING TO THE RUNWAY (THIS TAXIWAY MAY BE A RUNWAY IN THE
 PO0774'FUTURE) , 47.3 M (155.2 FT) NORTH-NORTHEAST OF THE CENTER OF THE
 PO0774'TAXIWAY TO THE APRON, 24.3 M (79.7 FT) NORTHEAST OF THE NORTHEAST
 PO0774'CORNER OF THE APRON, AND 0.25 M (0.82 FT) WEST OF A FIBERGLASS WITNESS
 PO0774'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0788 ***********************************************************************
 PO0788  DESIGNATION -  NEILLSVILLE GPS AZ MK
 PO0788  PID         -  PO0788
 PO0788  STATE/COUNTY-  WI/CLARK
 PO0788  USGS QUAD   -  NEILLSVILLE (1979)
 PO0788
 PO0788                         *CURRENT SURVEY CONTROL
 PO0788  ___________________________________________________________________
 PO0788* NAD 83(1997)-  44 33 10.67217(N)    090 30 58.08997(W)     ADJUSTED  
 PO0788* NAVD 88     -       361.4    (meters)    1186.     (feet)  VERTCON   
 PO0788  ___________________________________________________________________
 PO0788  X           -     -41,012.451 (meters)                     COMP
 PO0788  Y           -  -4,552,630.116 (meters)                     COMP
 PO0788  Z           -   4,452,314.309 (meters)                     COMP
 PO0788  LAPLACE CORR-          -6.15  (seconds)                    DEFLEC99
 PO0788  ELLIP HEIGHT-         328.06  (meters)          (09/30/02) GPS OBS
 PO0788  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 PO0788
 PO0788  HORZ ORDER  -  FIRST
 PO0788  ELLP ORDER  -  FOURTH    CLASS I
 PO0788
 PO0788.This mark is at Neillsville Airport (VIQ)
 PO0788
 PO0788.The horizontal coordinates were established by GPS observations
 PO0788.and adjusted by the National Geodetic Survey in September 2002..
 PO0788
 PO0788.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0788
 PO0788.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PO0788
 PO0788.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0788
 PO0788.The ellipsoidal height was determined by GPS observations
 PO0788.and is referenced to NAD 83.
 PO0788
 PO0788.The geoid height was determined by GEOID03.
 PO0788
 PO0788;                    North         East     Units Scale Factor Converg.
 PO0788;SPC WI C     -    80,094.289   558,991.160   MT  0.99995653   -0 21 51.0
 PO0788;SPC WI C     -   262,776.01  1,833,956.83   sFT  0.99995653   -0 21 51.0
 PO0788;UTM  15      - 4,936,293.432   697,283.797   MT  1.00007865   +1 44 35.4
 PO0788
 PO0788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0788!SPC WI C     -   0.99994856  x   0.99995653  =   0.99990510
 PO0788!UTM  15      -   0.99994856  x   1.00007865  =   1.00002721
 PO0788
 PO0788|---------------------------------------------------------------------|
 PO0788| PID    Reference Object                     Distance      Geod. Az  |
 PO0788|                                                           dddmmss.s |
 PO0788| PO0774 NEILLSVILLE GPS                     371.704 METERS 01724     |
 PO0788|---------------------------------------------------------------------|
 PO0788
 PO0788                          SUPERSEDED SURVEY CONTROL
 PO0788
 PO0788  NAD 83(1991)-  44 33 10.67162(N)    090 30 58.08883(W) AD(       ) 1
 PO0788  ELLIP H (08/19/91)  328.11   (m)                       GP(       ) 4 1
 PO0788  NGVD 29 (08/19/91)  361.4    (m)         1186.     (f) GPS OBS        
 PO0788
 PO0788.Superseded values are not recommended for survey control.
 PO0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0788.See file dsdata.txt to determine how the superseded data were derived.
 PO0788
 PO0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK9728436293(NAD 83)
 PO0788_MARKER: DZ = AZIMUTH MARK DISK
 PO0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0788_SP_SET: CONCRETE POST
 PO0788_STAMPING: NEILLSVILLE GPS 1989
 PO0788_MARK LOGO: NGS   
 PO0788_MAGNETIC: N = NO MAGNETIC MATERIAL
 PO0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0788+STABILITY: SURFACE MOTION
 PO0788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PO0788+SATELLITE: SATELLITE OBSERVATIONS - July 18, 1991
 PO0788
 PO0788  HISTORY     - Date     Condition        Report By
 PO0788  HISTORY     - 1989     MONUMENTED       NGS
 PO0788  HISTORY     - 19900913 GOOD
 PO0788  HISTORY     - 19910718 GOOD             NGS
 PO0788
 PO0788                          STATION DESCRIPTION
 PO0788
 PO0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 PO0788'THE STATION IS LOCATED ABOUT 6.55 KM (4.07 MI) EAST OF NEILLSVILLE, ON
 PO0788'THE NORTH SIDE OF U.S. HIGHWAY 10 AND 0.08 KM (0.05 MI) EAST OF THE
 PO0788'JUNCTION OF AIRPORT ROAD.  OWNERSHIP--WISCONSIN DEPARTMENT OF
 PO0788'TRANSPORTATION, P.O. BOX 7916, MADISON, WI 53707, PHONE 608-267-2462.
 PO0788'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 10 AND STATE
 PO0788'HIGHWAY 73 IN NEILLSVILLE, GO EAST ON U.S. HIGHWAY 10 FOR 6.4 KM
 PO0788'(4.0 MI) TO THE JUNCTION OF AIRPORT ROAD ON THE LEFT, CONTINUE AHEAD
 PO0788'ON HIGHWAY 10 FOR 0.08 KM (0.05 MI) TO THE STATION ON THE LEFT.
 PO0788'THE STATION IS LOCATED 88.39 M (289.99 FT) EAST OF THE CENTER OF
 PO0788'AIRPORT ROAD, 14.32 M (46.98 FT) NORTH OF THE CENTER OF HIGHWAY 10
 PO0788'AND 0.9 M (3.0 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
 PO0788
 PO0788                          STATION RECOVERY (1990)
 PO0788
 PO0788'RECOVERED 1990
 PO0788'RECOVERED IN GOOD CONDITION.
 PO0788
 PO0788                          STATION RECOVERY (1991)
 PO0788
 PO0788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PO0788'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0611 ***********************************************************************
 PO0611  DESIGNATION -  NEILLSVILLE METH EPIS CH
 PO0611  PID         -  PO0611
 PO0611  STATE/COUNTY-  WI/CLARK
 PO0611  USGS QUAD   -  NEILLSVILLE (1979)
 PO0611
 PO0611                         *CURRENT SURVEY CONTROL
 PO0611  ___________________________________________________________________
 PO0611* NAD 83(1991)-  44 33 32.73385(N)    090 35 40.58225(W)     ADJUSTED  
 PO0611* NAVD 88     -                                                        
 PO0611  ___________________________________________________________________
 PO0611  LAPLACE CORR-          -5.56  (seconds)                    DEFLEC99
 PO0611  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 PO0611
 PO0611  HORZ ORDER  -  THIRD
 PO0611
 PO0611.The horizontal coordinates were established by classical geodetic methods
 PO0611.and adjusted by the National Geodetic Survey in November 1991..
 PO0611
 PO0611
 PO0611.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0611
 PO0611.The geoid height was determined by GEOID03.
 PO0611
 PO0611;                    North         East     Units Scale Factor Converg.
 PO0611;SPC WI C     -    80,817.871   552,761.524   MT  0.99995593   -0 25 10.3
 PO0611;SPC WI C     -   265,149.97  1,813,518.43   sFT  0.99995593   -0 25 10.3
 PO0611;UTM  15      - 4,936,787.479   691,031.094   MT  1.00004879   +1 41 17.7
 PO0611
 PO0611                          SUPERSEDED SURVEY CONTROL
 PO0611
 PO0611  NAD 83(1986)-  44 33 32.73065(N)    090 35 40.59065(W) AD(       ) 4
 PO0611  NAD 27      -  44 33 32.86000(N)    090 35 40.10000(W) AD(       ) 3
 PO0611
 PO0611.Superseded values are not recommended for survey control.
 PO0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0611.See file dsdata.txt to determine how the superseded data were derived.
 PO0611
 PO0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK9103136787(NAD 83)
 PO0611_MARKER: 90 = CHURCH SPIRE
 PO0611
 PO0611  HISTORY     - Date     Condition        Report By
 PO0611  HISTORY     - 1934     FIRST OBSERVED   CGS
 PO0611
 PO0611                          STATION DESCRIPTION
 PO0611
 PO0611'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0615 ***********************************************************************
 PO0615  DESIGNATION -  NEILLSVILLE MUNICIPAL TOWER
 PO0615  PID         -  PO0615
 PO0615  STATE/COUNTY-  WI/CLARK
 PO0615  USGS QUAD   -  NEILLSVILLE (1979)
 PO0615
 PO0615                         *CURRENT SURVEY CONTROL
 PO0615  ___________________________________________________________________
 PO0615* NAD 83(1991)-  44 33 33.26657(N)    090 35 28.06839(W)     ADJUSTED  
 PO0615* NAVD 88     -                                                        
 PO0615  ___________________________________________________________________
 PO0615  LAPLACE CORR-          -5.54  (seconds)                    DEFLEC99
 PO0615  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 PO0615
 PO0615  HORZ ORDER  -  THIRD
 PO0615
 PO0615.The horizontal coordinates were established by classical geodetic methods
 PO0615.and adjusted by the National Geodetic Survey in November 1991..
 PO0615
 PO0615
 PO0615.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0615
 PO0615.The geoid height was determined by GEOID03.
 PO0615
 PO0615;                    North         East     Units Scale Factor Converg.
 PO0615;SPC WI C     -    80,832.297   553,037.796   MT  0.99995592   -0 25 01.5
 PO0615;SPC WI C     -   265,197.29  1,814,424.84   sFT  0.99995592   -0 25 01.5
 PO0615;UTM  15      - 4,936,812.059   691,306.674   MT  1.00005009   +1 41 26.5
 PO0615
 PO0615                          SUPERSEDED SURVEY CONTROL
 PO0615
 PO0615  NAD 83(1986)-  44 33 33.26326(N)    090 35 28.07664(W) AD(       ) 4
 PO0615  NAD 27      -  44 33 33.39200(N)    090 35 27.58000(W) AD(       ) 3
 PO0615
 PO0615.Superseded values are not recommended for survey control.
 PO0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0615.See file dsdata.txt to determine how the superseded data were derived.
 PO0615
 PO0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK9130736812(NAD 83)
 PO0615_MARKER: 53 = ELEVATED TANK
 PO0615
 PO0615  HISTORY     - Date     Condition        Report By
 PO0615  HISTORY     - 1934     FIRST OBSERVED   CGS
 PO0615  HISTORY     - 1945     GOOD             CGS
 PO0615
 PO0615                          STATION DESCRIPTION
 PO0615
 PO0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 PO0615'THIS STATION IS THE CENTER OF THE NEILLSVILLE MUNICIPAL
 PO0615'WATER TANK.  IT IS A CYLINDRICAL CONCRETE TOWER WITH BUTTRESS
 PO0615'PROJECTIONS ON SIX SIDES AND PARAPET WALL AROUND THE TOP.
 PO0615'THERE IS AN ENLARGED CONCRETE BAND AT THE TOP AND BASE.  THE
 PO0615'TOWER IS ABOUT 40 FEET IN DIAMETER AND ABOUT 100 FEET HIGH.
 PO0615'DATE OF ERECTION UNKNOWN.
 PO0615'
 PO0615'THE TOWER IS IN THE EASTERN PART OF TOWN ON THE HIGHEST POINT
 PO0615'IN TOWN, ABOUT 1/4 MILE EAST OF THE MAIN STREET OF TOWN, ABOUT
 PO0615'90 FEET NORTH OF THE CENTER LINE OF FOURTH STREET NEAR THE
 PO0615'EAST END OF THE STREET.
 PO0615
 PO0615                          STATION RECOVERY (1945)
 PO0615
 PO0615'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RJB)
 PO0615'STATION WAS RECOVERED ON SEPTEMBER 12, 1945.
 PO0615'
 PO0615'ADD TO DESCRIPTION--A LARGE WHITE TOWER BEARING AN ELECTRICALLY
 PO0615'LIGHTED STAR AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ4500 ***********************************************************************
 AJ4500  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ4500  DESIGNATION -  NEKIMI S GPS
 AJ4500  PID         -  AJ4500
 AJ4500  STATE/COUNTY-  WI/WINNEBAGO
 AJ4500  USGS QUAD   -  VAN DYNE (1992)
 AJ4500
 AJ4500                         *CURRENT SURVEY CONTROL
 AJ4500  ___________________________________________________________________
 AJ4500* NAD 83(1997)-  43 55 12.07869(N)    088 36 21.53357(W)     ADJUSTED  
 AJ4500* NAVD 88     -       277.33   (meters)     909.9    (feet)  GPS OBS   
 AJ4500  ___________________________________________________________________
 AJ4500  X           -     111,952.179 (meters)                     COMP
 AJ4500  Y           -  -4,600,456.763 (meters)                     COMP
 AJ4500  Z           -   4,401,862.245 (meters)                     COMP
 AJ4500  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 AJ4500  ELLIP HEIGHT-         241.25  (meters)          (07/20/01) GPS OBS
 AJ4500  GEOID HEIGHT-         -36.08  (meters)                     GEOID03
 AJ4500
 AJ4500  HORZ ORDER  -  FIRST
 AJ4500  ELLP ORDER  -  FOURTH    CLASS I
 AJ4500
 AJ4500.The horizontal coordinates were established by GPS observations
 AJ4500.and adjusted by the National Geodetic Survey in July 2001..
 AJ4500
 AJ4500.The orthometric height was determined by GPS observations and a
 AJ4500.high-resolution geoid model using precise GPS observation and
 AJ4500.processing techniques.
 AJ4500
 AJ4500.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4500
 AJ4500.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ4500
 AJ4500.The ellipsoidal height was determined by GPS observations
 AJ4500.and is referenced to NAD 83.
 AJ4500
 AJ4500.The geoid height was determined by GEOID03.
 AJ4500
 AJ4500;                    North         East     Units Scale Factor Converg.
 AJ4500;SPC WI S     -   214,236.557   711,950.816   MT  0.99997351   +0 57 28.2
 AJ4500;SPC WI S     -   702,874.44  2,335,791.97   sFT  0.99997351   +0 57 28.2
 AJ4500;UTM  16      - 4,864,243.476   371,068.358   MT  0.99980446   -1 06 50.9
 AJ4500
 AJ4500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4500!SPC WI S     -   0.99996217  x   0.99997351  =   0.99993568
 AJ4500!UTM  16      -   0.99996217  x   0.99980446  =   0.99976664
 AJ4500
 AJ4500                          SUPERSEDED SURVEY CONTROL
 AJ4500
 AJ4500.No superseded survey control is available for this station.
 AJ4500
 AJ4500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP7106864243(NAD 83)
 AJ4500_MARKER: DD = SURVEY DISK
 AJ4500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ4500_STAMPING: NEKIMI S GPS 2000
 AJ4500_MARK LOGO: WIDT  
 AJ4500_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ4500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ4500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4500+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2005
 AJ4500
 AJ4500  HISTORY     - Date     Condition        Report By
 AJ4500  HISTORY     - 1999     MONUMENTED       WIDT
 AJ4500  HISTORY     - 20031214 GOOD             USPSQD
 AJ4500  HISTORY     - 20050523 GOOD             WIDT
 AJ4500
 AJ4500                          STATION DESCRIPTION
 AJ4500
 AJ4500'DESCRIBED BY WI DEPT OF TRANSP 1999 (DJH)
 AJ4500'THE STATION IS LOCATED ABOUT 20.92 KM (13.00 MI) NORTHWEST OF FOND DU
 AJ4500'LAC AND 12.86 KM (8.00 MI) SOUTH-SOUTHWEST OF OSHKOSH.
 AJ4500'OWNERSHIP--WISCONSIN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 AJ4500'STATION FROM THE JUNCTION OF STATE HIGHWAY 41 WITH STATE HIGHWAY 26
 AJ4500'ABOUT 3.22 KM (2.00 MI) SOUTH OF THE CITY OF OSHKOSH, GO SOUTHWEST ON
 AJ4500'STATE HIGHWAY 26 FOR 3.38 KM (2.10 MI) TO CLAY ROAD ON THE LEFT,
 AJ4500'CONTINUE SOUTHWEST ON STATE HIGHWAY 26 FOR 0.48 KM (0.30 MI) TO
 AJ4500'COTTONWOOD AVENUE AND THE STATION ON THE LEFT.  THE STATION IS A
 AJ4500'BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL
 AJ4500'STATION DISK STAMPED --NEKIMI S GPS 2000-- SET IN THE TOP OF A 41-CM
 AJ4500'(16-INCH) DIAMETER CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 2 M
 AJ4500'(6.6 FT) ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 29.9 M (98.1 FT)
 AJ4500'EAST OF THE CENTERLINE OF STATE HIGHWAY 26, 22.1 M (72.5 FT) NORTH OF
 AJ4500'THE CENTERLINE OF COTTONWOOD AVENUE, 18.2 M (59.7 FT) NORTH-NORTHEAST
 AJ4500'OF THE TOP CENTER OF THE NORTH END OF A 0.5 M (1.6 FT) DIAMETER
 AJ4500'CORRUGATED METAL CULVERT PIPE, 7 M (23.0 FT) SOUTHWEST OF A CULTIVATED
 AJ4500'FIELD AND 1.0 M (3.3 FT) SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 AJ4500'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER
 AJ4500'THAN 15 DEGREES ABOVE THE HORIZON.
 AJ4500
 AJ4500                          STATION RECOVERY (2003)
 AJ4500
 AJ4500'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AJ4500'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1 M NORTHWEST, 1 M
 AJ4500'SOUTHEAST, AND 1 M NORTHEAST OF THREE 4X4 ORANGE PLASTIC GUARD POSTS.
 AJ4500
 AJ4500                          STATION RECOVERY (2005)
 AJ4500
 AJ4500'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 AJ4500'RECOVERED IN GOOD CONDITION.  NOTE THE STATION IS 23.8 M (NOT 29.9 M)
 AJ4500'EAST OF THE CENTERLINE OF STATE HIGHWAY 26 AND 15.6 M (NOT 18.2 M)
 AJ4500'NORTH-NORTHEAST OF THE TOP CENTER OF THE NORTH END OF THE 0.5 M
 AJ4500'DIAMETER CORRUGATED METAL CULVERT PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QN0489 ***********************************************************************
 QN0489  DESIGNATION -  NELL
 QN0489  PID         -  QN0489
 QN0489  STATE/COUNTY-  WI/CLARK
 QN0489  USGS QUAD   -  LUBLIN (1969)
 QN0489
 QN0489                         *CURRENT SURVEY CONTROL
 QN0489  ___________________________________________________________________
 QN0489* NAD 83(1991)-  45 01 23.50482(N)    090 38 57.94317(W)     ADJUSTED  
 QN0489* NAVD 88     -       381.     (meters)    1250.     (feet)  SCALED    
 QN0489  ___________________________________________________________________
 QN0489  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 QN0489  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 QN0489
 QN0489  HORZ ORDER  -  FIRST
 QN0489
 QN0489.The horizontal coordinates were established by classical geodetic methods
 QN0489.and adjusted by the National Geodetic Survey in November 1991..
 QN0489
 QN0489.The orthometric height was scaled from a topographic map.
 QN0489
 QN0489.The Laplace correction was computed from DEFLEC99 derived deflections.
 QN0489
 QN0489.The geoid height was determined by GEOID03.
 QN0489
 QN0489;                    North         East     Units Scale Factor Converg.
 QN0489;SPC WI C     -   132,421.425   548,818.683   MT  0.99994399   -0 27 29.6
 QN0489;SPC WI C     -   434,452.63  1,800,582.63   sFT  0.99994399   -0 27 29.6
 QN0489;UTM  15      - 4,988,215.061   685,186.244   MT  1.00002170   +1 39 47.7
 QN0489
 QN0489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QN0489!SPC WI C     -   0.99994522  x   0.99994399  =   0.99988921
 QN0489!UTM  15      -   0.99994522  x   1.00002170  =   0.99996692
 QN0489
 QN0489                          SUPERSEDED SURVEY CONTROL
 QN0489
 QN0489  NAD 83(1986)-  45 01 23.49334(N)    090 38 57.95667(W) AD(       ) 1
 QN0489  NAD 27      -  45 01 23.60000(N)    090 38 57.48500(W) AD(       ) 1
 QN0489
 QN0489.Superseded values are not recommended for survey control.
 QN0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QN0489.See file dsdata.txt to determine how the superseded data were derived.
 QN0489
 QN0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK8518688215(NAD 83)
 QN0489_MARKER: DS = TRIANGULATION STATION DISK
 QN0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QN0489
 QN0489  HISTORY     - Date     Condition        Report By
 QN0489  HISTORY     - 1921     MONUMENTED       CGS
 QN0489  HISTORY     - 1935     GOOD             WIGS
 QN0489
 QN0489                          STATION DESCRIPTION
 QN0489
 QN0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CAE)
 QN0489'STATION IS LOCATED ABOUT 6-1/2 MILES N OF OWEN, ON THE W SIDE
 QN0489'OF THE TRACK OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QN0489'MARIE RAILWAY, ON THE INTERSECTION OF THE W RAIL FROM THE N
 QN0489'AND S, AT THE SECOND CURVE N OF OWEN.  IT IS 75 METERS N
 QN0489'OF MILEPOST 315, 500 METERS N OF STEEL RAILROAD BRIDGE K 314 A.
 QN0489'IT IS 3/4 MILE S OF RAILROAD SPUR S 315 SIGNBOARD.  IT IS
 QN0489'17.302 METERS (56.76 FEET) W OF W RAIL.  REFERENCE MARK IS
 QN0489'ON THE SAME SIDE OF THE TRACK.
 QN0489'
 QN0489'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD
 QN0489'BRONZE DISKS SET IN CONCRETE.
 QN0489
 QN0489                          STATION RECOVERY (1935)
 QN0489
 QN0489'RECOVERY NOTE BY WISCONSIN GEODETIC SURVEY 1935
 QN0489'DESCRIPTION ADEQUATE.  MARK FOUND AS DESCRIBED IN GOOD CONDITION.
 QN0489'
 QN0489'NOTE--STATION IS ABOUT 3/8 MILE S OF S SWITCH STAND AT CLARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0643 ***********************************************************************
 PO0643  DESIGNATION -  NELS
 PO0643  PID         -  PO0643
 PO0643  STATE/COUNTY-  WI/EAU CLAIRE
 PO0643  USGS QUAD   -  FALL CREEK (1972)
 PO0643
 PO0643                         *CURRENT SURVEY CONTROL
 PO0643  ___________________________________________________________________
 PO0643* NAD 83(1991)-  44 51 25.32750(N)    091 22 20.65051(W)     ADJUSTED  
 PO0643* NAVD 88     -       307.86   (+/-2cm)    1010.0    (feet)  VERTCON   
 PO0643  ___________________________________________________________________
 PO0643  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 PO0643  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 PO0643
 PO0643  HORZ ORDER  -  FIRST
 PO0643  VERT ORDER  -  THIRD ? (See Below)
 PO0643
 PO0643.The horizontal coordinates were established by classical geodetic methods
 PO0643.and adjusted by the National Geodetic Survey in March 1999..
 PO0643
 PO0643.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0643.The vertical order pertains to the NGVD 29 superseded value.
 PO0643
 PO0643.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0643
 PO0643.The geoid height was determined by GEOID03.
 PO0643
 PO0643;                    North         East     Units Scale Factor Converg.
 PO0643;SPC WI C     -   114,668.938   491,533.205   MT  0.99994076   -0 58 06.0
 PO0643;SPC WI C     -   376,209.67  1,612,638.52   sFT  0.99994076   -0 58 06.0
 PO0643;UTM  15      - 4,968,357.554   628,598.266   MT  0.99980336   +1 08 53.4
 PO0643
 PO0643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0643!SPC WI C     -   0.99995659  x   0.99994076  =   0.99989735
 PO0643!UTM  15      -   0.99995659  x   0.99980336  =   0.99975996
 PO0643
 PO0643:                Primary Azimuth Mark                     Grid Az
 PO0643:SPC WI C     -  NELS AZ MK                               076 24 40.5
 PO0643:UTM  15      -  NELS AZ MK                               074 17 41.1
 PO0643
 PO0643|---------------------------------------------------------------------|
 PO0643| PID    Reference Object                     Distance      Geod. Az  |
 PO0643|                                                           dddmmss.s |
 PO0643| CJ5815 NELS AZ MK                                         0752634.5 |
 PO0643| CJ5816 NELS RM 1                            40.679 METERS 18731     |
 PO0643| PO0656 ALTOONA MUNICIPAL TANK              APPROX. 7.9 KM 2183926.2 |
 PO0643| CJ5817 NELS RM 2                            52.417 METERS 29319     |
 PO0643| PO0661 CHIPPEWA FALLS WEST PART STACK      APPROX. 8.4 KM 3383506.2 |
 PO0643| PO0659 CHIPPEWA FALLS ST JOS HOSP STK      APPROX. 9.5 KM 3443528.5 |
 PO0643| PO0662 CHIPPEWA CO COURTHOUSE FINIAL       APPROX. 9.5 KM 3482143.0 |
 PO0643| PO0660 CHIPPEWA FALLS MUN STANDPIPE        APPROX. 9.6 KM 3542119.7 |
 PO0643|---------------------------------------------------------------------|
 PO0643
 PO0643                          SUPERSEDED SURVEY CONTROL
 PO0643
 PO0643  NAD 83(1991)-  44 51 25.32757(N)    091 22 20.65160(W) AD(       ) 1
 PO0643  NAD 83(1986)-  44 51 25.32298(N)    091 22 20.66971(W) AD(       ) 1
 PO0643  NAD 27      -  44 51 25.47100(N)    091 22 20.10200(W) AD(       ) 1
 PO0643  NGVD 29 (07/19/86)  307.85   (m)         1010.0    (f) LEVELING    3  
 PO0643
 PO0643.Superseded values are not recommended for survey control.
 PO0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0643.See file dsdata.txt to determine how the superseded data were derived.
 PO0643
 PO0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXK2859868358(NAD 83)
 PO0643_MARKER: DS = TRIANGULATION STATION DISK
 PO0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PO0643_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PO0643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PO0643+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2001
 PO0643
 PO0643  HISTORY     - Date     Condition        Report By
 PO0643  HISTORY     - 1934     MONUMENTED       CGS
 PO0643  HISTORY     - 1972     GOOD             USGS
 PO0643  HISTORY     - 20010412 GOOD             USPSQD
 PO0643
 PO0643                          STATION DESCRIPTION
 PO0643
 PO0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 PO0643'THIS STATION IS ABOUT 7 MILES NORTHEAST OF EAU CLAIRE, 6
 PO0643'MILES SOUTH OF CHIPPEWA FALLS, AND 8 MILES NORTHWEST OF FALLS
 PO0643'CREEK, IN THE NORTHEAST QUARTER SEC. 5, T. 27 N., R. 8 W., ON
 PO0643'LAND OWNED AND OCCUPIED BY NELS NELSON.  THE STATION MARK IS IN
 PO0643'NORTH-SOUTH FENCE LINE, 85 FEET SOUTH OF CENTERLINE OF ROAD,
 PO0643'80 FEET SOUTH OF FENCE CORNER, 130 FEET NORTH OF FENCE CORNER
 PO0643'AT EDGE OF WOODS, AND PROJECTS 2 INCHES.
 PO0643'
 PO0643'TO REACH FROM EAU CLAIRE, FROM THE INTERSECTION OF U.S. HIGHWAYS
 PO0643'53 AND 12 AT STANDARD OIL STATION, GO EAST AND NORTH ON U.S.
 PO0643'53 FOR 1.85 MILES TO ITS INTERSECTION WITH COUNTY HIGHWAY Q
 PO0643'ON RIGHT, THENCE EAST ON HIGHWAY Q FOR 4.1 MILES TO ITS
 PO0643'INTERSECTION WITH COUNTY HIGHWAY P ON LEFT, THENCE NORTH ON
 PO0643'HIGHWAY P (AND EAST) FOR 2.4 MILES TO WHERE HIGHWAY P TURNS NORTH.
 PO0643'HERE CONTINUE EAST ON DIRT ROAD FOR 0.75 MILE TO STATION ON
 PO0643'RIGHT.
 PO0643'
 PO0643'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION, 1 FOOT NORTH OF
 PO0643'FENCE LINE AT EDGE OF WOODS, 12 FEET WEST OF FENCE CORNER, AND
 PO0643'PROEJECTS 5 INCHES.  THE DISTANCE BETWEEN REFERENCE
 PO0643'MARKS IS 244.72 FEET.
 PO0643'
 PO0643'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, 20 FEET
 PO0643'SOUTH OF CENTERLINE OF ROAD, 1 FOOT SOUTH OF FENCE LINE, AND
 PO0643'PROJECTS 5 INCHES.
 PO0643'
 PO0643'THE AZIMUTH MARK IS NORTHEAST OF THE STATION, 36 FEET NORTH
 PO0643'OF CENTERLINE OF ROAD, 1.5 FEET SOUTHWEST OF FENCE CORNER,
 PO0643'20 FEET NORTH OF FENCE CORNER, AND PROJECTS 8 INCHES.
 PO0643'
 PO0643'A 47-FOOT SIGNAL AT MT. WASHINGTON COMES INTO VIEW AT 40 FEET.
 PO0643'74-FOOT SIGNAL AT MT. TOM COMES INTO VIEW AT 40 FEET.  74-FOOT
 PO0643'SIGNAL AT CHIPPEWA FALLS IS VISIBLE FROM THE GROUND.  47-FOOT
 PO0643'SIGNAL AT ZICH COMES INTO VIEW AT 10 FEET.
 PO0643
 PO0643                          STATION RECOVERY (1972)
 PO0643
 PO0643'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 PO0643'ALL MARKS FOUND IN GOOD CONDITION.
 PO0643
 PO0643                          STATION RECOVERY (2001)
 PO0643
 PO0643'RECOVERY NOTE BY US POWER SQUADRON 2001 (LEK)
 PO0643'STATION AND  REFRENCE MARK NO.1 FOUND.  REFRENCE MARK NO 2 AND
 PO0643'AZIMUTH MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RM0867 ***********************************************************************
 RM0867  DESIGNATION -  NELSON
 RM0867  PID         -  RM0867
 RM0867  STATE/COUNTY-  WI/DOUGLAS
 RM0867  USGS QUAD   -  CLOVERLAND (1975)
 RM0867
 RM0867                         *CURRENT SURVEY CONTROL
 RM0867  ___________________________________________________________________
 RM0867* NAD 83(1991)-  46 40 36.86721(N)    091 40 52.99351(W)     ADJUSTED  
 RM0867* NAVD 88     -       244.     (meters)     801.     (feet)  SCALED    
 RM0867  ___________________________________________________________________
 RM0867  LAPLACE CORR-          -9.96  (seconds)                    DEFLEC99
 RM0867  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 RM0867
 RM0867  HORZ ORDER  -  THIRD
 RM0867
 RM0867.The horizontal coordinates were established by classical geodetic methods
 RM0867.and adjusted by the National Geodetic Survey in March 1999..
 RM0867
 RM0867.The orthometric height was scaled from a topographic map.
 RM0867
 RM0867.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0867
 RM0867.The geoid height was determined by GEOID03.
 RM0867
 RM0867;                    North         East     Units Scale Factor Converg.
 RM0867;SPC WI N     -   169,221.761   471,363.154   MT  0.99998482   -1 12 46.5
 RM0867;SPC WI N     -   555,188.39  1,546,463.95   sFT  0.99998482   -1 12 46.5
 RM0867;UTM  15      - 5,170,105.364   600,850.508   MT  0.99972501   +0 57 33.7
 RM0867
 RM0867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0867!SPC WI N     -   0.99996627  x   0.99998482  =   0.99995109
 RM0867!UTM  15      -   0.99996627  x   0.99972501  =   0.99969129
 RM0867
 RM0867:                Primary Azimuth Mark                     Grid Az
 RM0867:SPC WI N     -  CLOVERLAND                               072 28 10.5
 RM0867:UTM  15      -  CLOVERLAND                               070 17 50.3
 RM0867
 RM0867|---------------------------------------------------------------------|
 RM0867| PID    Reference Object                     Distance      Geod. Az  |
 RM0867|                                                           dddmmss.s |
 RM0867| RM0860 CLOVERLAND                          APPROX. 8.8 KM 0711524.0 |
 RM0867| CJ3397 NELSON RM 1                          32.682 METERS 09309     |
 RM0867| CJ3398 NELSON RM 2                          32.809 METERS 25307     |
 RM0867|---------------------------------------------------------------------|
 RM0867
 RM0867                          SUPERSEDED SURVEY CONTROL
 RM0867
 RM0867  NAD 83(1991)-  46 40 36.86721(N)    091 40 52.99246(W) AD(       ) 3
 RM0867  NAD 83(1986)-  46 40 36.86078(N)    091 40 52.99104(W) AD(       ) 3
 RM0867  NAD 27      -  46 40 37.08500(N)    091 40 52.31400(W) AD(       ) 3
 RM0867
 RM0867.Superseded values are not recommended for survey control.
 RM0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0867.See file dsdata.txt to determine how the superseded data were derived.
 RM0867
 RM0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM0085170105(NAD 83)
 RM0867_MARKER: DS = TRIANGULATION STATION DISK
 RM0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0867
 RM0867  HISTORY     - Date     Condition        Report By
 RM0867  HISTORY     - 1953     MONUMENTED       CGS
 RM0867  HISTORY     - 1959     GOOD             USGS
 RM0867  HISTORY     - 1977     GOOD             NGS
 RM0867
 RM0867                          STATION DESCRIPTION
 RM0867
 RM0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 RM0867'STATION IS LOCATED ON THE NORTH SIDE OF STATE HIGHWAY NO 13,
 RM0867'ABOUT 20 MILES EAST OF SUPERIOR, ABOUT 10 MILES NORTH-NORTHWEST
 RM0867'OF BRULE, JUST EAST OF NELSON CREEK, AND IN THE YARD OF THE
 RM0867'CLOVERLAND SCHOOL.  IT IS 61 FEET NORTH OF THE APPROXIMATE
 RM0867'CENTERLINE OF STATE HIGHWAY NO. 13.  THE MARK IS SET FLUSH WITH
 RM0867'THE GROUND AND THE DISK IS STAMPED NELSON 1953.
 RM0867'
 RM0867'REFERENCE MARK NO. 1 IS 1 FOOT EAST OF A FENCELINE, 25 FEET
 RM0867'EAST OF A DRIVEWAY AND 28 FEET NORTH OF A FENCE CORNER.  THE
 RM0867'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED NELSON NO 1 1953.
 RM0867'
 RM0867'REFERENCE MARK NO. 2 IS 30 FEET NORTH OF THE APPROXIMATE
 RM0867'CENTERLINE OF STATE HIGHWAY NO. 13, 6 FEET NORTHEAST OF A
 RM0867'UTILITY POLE, AND 18 FEET EAST OF THE DRIVEWAY.  THE MARK
 RM0867'PROJECTS 4 INCHES AND THE DISK IS STAMPED NELSON NO 2 1953.
 RM0867'
 RM0867'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 2 AND COUNTY
 RM0867'ROUTE F IN THE VILLAGE OF MAPLE, GO NORTH ON COUNTY ROUTE
 RM0867'F FOR 4 MILES TO THE JUNCTION OF STATE HIGHWAY NO. 13. TURN
 RM0867'RIGHT AND FOLLOW STATE HIGHWAY NO. 13 FOR 3.85 MILES TO
 RM0867'CLOVERLAND SCHOOL, AND STATION ON LEFT (NORTH) SIDE OF
 RM0867'HIGHWAY AS DESCRIBED.
 RM0867'
 RM0867'NO SUITABLE PLACE WAS FOUND TO SET AN AZIMUTH MARK.
 RM0867'
 RM0867'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 RM0867
 RM0867                          STATION RECOVERY (1959)
 RM0867
 RM0867'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 RM0867'STATION WAS RECOVERED IN GOOD CONDITION.
 RM0867'
 RM0867'THE STATION IS LOCATED 8.6 MILES N AND 5.0 MILES W OF BRULE,
 RM0867'T 49 N, R 11 W, NEAR SE CORNER SEC. 36, IN FRONT OF THE CLOVERLAND
 RM0867'SCHOOL.  61 FEET N OF HIGHWAY 13, 66 FEET S AND 10 FEET
 RM0867'W OF SE CORNER OF CLOVERLAND SCHOOL IN A CONCRETE POST, A
 RM0867'STANDARD DISK STAMPED NELSON 1953.
 RM0867
 RM0867                          STATION RECOVERY (1977)
 RM0867
 RM0867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 RM0867'STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN GOOD
 RM0867'CONDITION, STATION MARK WAS RECOVERED ABOUT 4 INCHES BELOW THE
 RM0867'SURFACE OF THE GROUND, REFERENCE MARK NUMBER 1 IS ABOUT 2 INCHES
 RM0867'ABOVE THE SURFACE OF THE GROUND AND 1 FOOT EAST OF A NORTH-SOUTH
 RM0867'FENCE, REFERENCE MARK NUMBER 2 IS FLUSH WITH THE SURFACE OF THE
 RM0867'GROUND, IT IS 3 FEET NORTH OF THE WEST EDGE OF A FENCE.
 RM0867'
 RM0867'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 2 AND COUNTY ROAD
 RM0867'F IN THE VILLAGE OF MAPLE, GO NORTH ON COUNTY ROAD F FOR 4.0 MILES
 RM0867'TO THE JUNCTION OF STATE HIGHWAY 13.  TURN RIGHT AND FOLLOW STATE
 RM0867'HIGHWAY 13 FOR 3.85 MILES TO COLVERLAND SCHOOL AND STATION ON
 RM0867'THE LEFT, IN SCHOOL YARD.
 RM0867'
 RM0867'TOWER WOULD BE REQUIRED AT THIS STATION.
 RM0867'
 RM0867'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RM0867'ABOUT 10 MILES NNW OF BRULE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PP2215 ***********************************************************************
 PP2215  DESIGNATION -  NELSON
 PP2215  PID         -  PP2215
 PP2215  STATE/COUNTY-  WI/ST CROIX
 PP2215  USGS QUAD   -  BALDWIN WEST (1974)
 PP2215
 PP2215                         *CURRENT SURVEY CONTROL
 PP2215  ___________________________________________________________________
 PP2215* NAD 83(1991)-  44 56 30.02211(N)    092 25 17.75192(W)     ADJUSTED  
 PP2215* NAVD 88     -       376.6    (meters)    1236.     (feet)  VERTCON   
 PP2215  ___________________________________________________________________
 PP2215  LAPLACE CORR-          -6.06  (seconds)                    DEFLEC99
 PP2215  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 PP2215
 PP2215  HORZ ORDER  -  SECOND
 PP2215
 PP2215.The horizontal coordinates were established by classical geodetic methods
 PP2215.and adjusted by the National Geodetic Survey in March 1999..
 PP2215
 PP2215.The NAVD 88 height was computed by applying the VERTCON shift value to
 PP2215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PP2215
 PP2215.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP2215
 PP2215.The geoid height was determined by GEOID03.
 PP2215
 PP2215;                    North         East     Units Scale Factor Converg.
 PP2215;SPC WI C     -   126,006.977   408,910.595   MT  0.99994136   -1 42 31.0
 PP2215;SPC WI C     -   413,407.89  1,341,567.51   sFT  0.99994136   -1 42 31.0
 PP2215;UTM  15      - 4,976,633.729   545,633.175   MT  0.99962561   +0 24 30.9
 PP2215
 PP2215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP2215!SPC WI C     -   0.99994570  x   0.99994136  =   0.99988707
 PP2215!UTM  15      -   0.99994570  x   0.99962561  =   0.99957134
 PP2215
 PP2215|---------------------------------------------------------------------|
 PP2215| PID    Reference Object                     Distance      Geod. Az  |
 PP2215|                                                           dddmmss.s |
 PP2215| CJ4494 NELSON RM 2                          12.690 METERS 09207     |
 PP2215| PP2204 DON                                 APPROX. 6.9 KM 0935302.0 |
 PP2215| CJ4493 NELSON RM 1                          11.230 METERS 28357     |
 PP2215|---------------------------------------------------------------------|
 PP2215
 PP2215                          SUPERSEDED SURVEY CONTROL
 PP2215
 PP2215  NAD 83(1991)-  44 56 30.01706(N)    092 25 17.74932(W) AD(       ) 2
 PP2215  NAD 83(1986)-  44 56 30.01233(N)    092 25 17.75336(W) AD(       ) 2
 PP2215  NAD 27      -  44 56 30.13352(N)    092 25 17.06144(W) AD(       ) 2
 PP2215  NGVD 29 (07/19/86)  376.6    (m)         1236.     (f) VERT ANG       
 PP2215
 PP2215.Superseded values are not recommended for survey control.
 PP2215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2215.See file dsdata.txt to determine how the superseded data were derived.
 PP2215
 PP2215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK4563376634(NAD 83)
 PP2215_MARKER: DD = SURVEY DISK
 PP2215_SETTING: 0 = UNSPECIFIED SETTING
 PP2215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP2215+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2003
 PP2215
 PP2215  HISTORY     - Date     Condition        Report By
 PP2215  HISTORY     - 1972     MONUMENTED       USGS
 PP2215  HISTORY     - 20031116 GOOD             USPSQD
 PP2215
 PP2215                          STATION DESCRIPTION
 PP2215
 PP2215'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (JSA)
 PP2215'STATION IS 2.0 MI. S. AND 2.3 MI. W. OF TOWN OF BALDWIN, FROM
 PP2215'JUNCTION U.S. HIGHWAYS 12 AND 63, IN N. CENTRAL PART OF TOWN, T. 28
 PP2215'N., R. 17 W., ABOUT 0.2 MI. E. OF QUARTER CORNER OF SEC. 3.
 PP2215'
 PP2215'TO REACH FROM JUNCTION U.S. HIGHWAYS 12 AND 63, IN BALDWIN, GO
 PP2215'S. ON U.S. HIGHWAY 63 FOR 2.0 MI. TO JUNCTION U.S. HIGHWAY 63 AND
 PP2215'INTERSTATE HIGHWAY 94, THEN GO W. ON INTERSTATE HIGHWAY 94 FOR
 PP2215'ABOUT 2.4 MI. TO STATION ON RIGHT, ABOUT 66 FT. E. OF TOP OF CUT
 PP2215'BANK ABOUT 30 FT. HIGH.
 PP2215'
 PP2215'STATION MARK STAMPED ET NELSON 1972 IS 6 FT. S. AND 203 FT. W. OF
 PP2215'T-FENCE N., 6 FT. S. OF N. R/W, 106 FT. N. CENTER LINE N. LANE OF
 PP2215'DIVIDED HWY., ABOUT 66 FT. E. TOP OF CUT BANK ABOUT 30 FT. HIGH.
 PP2215'
 PP2215'REFERENCE MARK NO. 1 STAMPED NELSON NO 1 1972 IS ABOUT 37
 PP2215'FT. W. OF STATION, 1 FT. S. AND 245 FT. W. OF T-FENCE N., 1
 PP2215'FT. S. OF N. R/W FENCE, ABOUT 29 FT. E. TOP OF CUT BANK.
 PP2215'
 PP2215'REFERENCE MARK NO. 2 STAMPED NELSON NO 2 1972 IS 42 FT. E. OF
 PP2215'STATION, 1 FT. S. AND 166 FT. W. OF T-FENCE N., 1 FT. S. OF N. R/W
 PP2215'FENCE, ABOUT 108 FT. E. TOP OF CUT BANK.
 PP2215'
 PP2215'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2-IN. COPPER COATED
 PP2215'RODS, CENTERED IN 6-IN. DIAMETER PLASTIC PIPE 12 IN. LONG AND
 PP2215'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  ALL MARKS ARE FLUSH
 PP2215'WITH GROUND.
 PP2215'
 PP2215'STANDARD BRACED TRIPOD USED.
 PP2215
 PP2215                          STATION RECOVERY (2003)
 PP2215
 PP2215'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PP2215'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS NEXT TO A WHITE
 PP2215'METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PO0733 ***********************************************************************
 PO0733  DESIGNATION -  NELSON
 PO0733  PID         -  PO0733
 PO0733  STATE/COUNTY-  WI/BUFFALO
 PO0733  USGS QUAD   -  URNE (1974)
 PO0733
 PO0733                         *CURRENT SURVEY CONTROL
 PO0733  ___________________________________________________________________
 PO0733* NAD 83(1991)-  44 25 05.87915(N)    091 59 53.29824(W)     ADJUSTED  
 PO0733* NAVD 88     -       363.5    (meters)    1193.     (feet)  VERTCON   
 PO0733  ___________________________________________________________________
 PO0733  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 PO0733  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 PO0733
 PO0733  HORZ ORDER  -  SECOND
 PO0733
 PO0733.The horizontal coordinates were established by classical geodetic methods
 PO0733.and adjusted by the National Geodetic Survey in March 1999..
 PO0733
 PO0733.The NAVD 88 height was computed by applying the VERTCON shift value to
 PO0733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PO0733
 PO0733.The Laplace correction was computed from DEFLEC99 derived deflections.
 PO0733
 PO0733.The geoid height was determined by GEOID03.
 PO0733
 PO0733;                    North         East     Units Scale Factor Converg.
 PO0733;SPC WI C     -    66,958.009   440,887.619   MT  0.99997244   -1 24 35.4
 PO0733;SPC WI C     -   219,678.07  1,446,478.80   sFT  0.99997244   -1 24 35.4
 PO0733;SPC MN S     -   259,540.984   959,401.146   MT  0.99992309   +1 24 11.4
 PO0733;UTM  15      - 4,918,822.246   579,756.974   MT  0.99967823   +0 42 04.4
 PO0733
 PO0733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PO0733!SPC WI C     -   0.99994777  x   0.99997244  =   0.99992021
 PO0733!SPC MN S     -   0.99994777  x   0.99992309  =   0.99987087
 PO0733!UTM  15      -   0.99994777  x   0.99967823  =   0.99962602
 PO0733
 PO0733                          SUPERSEDED SURVEY CONTROL
 PO0733
 PO0733  NAD 83(1991)-  44 25 05.87162(N)    091 59 53.30021(W) AD(       ) 2
 PO0733  NAD 83(1986)-  44 25 05.87129(N)    091 59 53.30085(W) AD(       ) 2
 PO0733  NAD 27      -  44 25 05.99000(N)    091 59 52.71600(W) AD(       ) 2
 PO0733  NGVD 29 (07/19/86)  363.5    (m)         1193.     (f) VERT ANG       
 PO0733
 PO0733.Superseded values are not recommended for survey control.
 PO0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0733.See file dsdata.txt to determine how the superseded data were derived.
 PO0733
 PO0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK7975718822(NAD 83)
 PO0733_MARKER: B = BOLT
 PO0733_SETTING: 66 = SET IN ROCK OUTCROP
 PO0733_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 PO0733_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PO0733
 PO0733  HISTORY     - Date     Condition        Report By
 PO0733  HISTORY     - 1895     MONUMENTED       MRC
 PO0733  HISTORY     - 1931     GOOD             CGS
 PO0733  HISTORY     - 1965     GOOD             MNHD
 PO0733  HISTORY     - 1979     GOOD             MNDT
 PO0733
 PO0733                          STATION DESCRIPTION
 PO0733
 PO0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 PO0733'ABOUT 1 MILE SOUTHEAST OF NELSON, DIRECTLY BACK OF CHICAGO,
 PO0733'BURLINGTON AND QUINCY RAILROAD STATION AT NELSON, ON POINTED
 PO0733'PROJECTION OF LOWER HILL OF TWIN BLUFFS, ABOUT 50 METERS
 PO0733'(164 FEET) ABOVE UPPER END OF CULTIVATED FIELD ON TOP OF
 PO0733'BLUFF, ABOUT 1 FOOT FROM SMALL DEPRESSION ON EITHER SIDE,
 PO0733'ABOUT 1 METER (3 FEET) FROM EDGE OF ROCK ON EITHER SIDE,
 PO0733'ABOUT 3 METERS (10 FEET) FROM POINT, AND 0.76 METER (2.5 FEET)
 PO0733'FROM 6-INCH STEPDOWN OF ROCK.  TO REACH FROM SCHOOLHOUSE
 PO0733'AT NELSON, PASS THROUGH GATE WITH HIGH SIDE POSTS JUST
 PO0733'BEYOND SCHOOL, CONTINUE TO 2-STORY WHITE FARMHOUSE AND GROUP
 PO0733'OF RED FARM BUILDINGS AT FOOT OF BLUFF, AND FOLLOW FARM
 PO0733'ROAD FROM BARNS TO STATION SITE.  MARKED BY COPPER BOLT
 PO0733'LEADED INTO ROCK, PROJECTING ABOUT ONE-FOURTH INCH ABOVE
 PO0733'SURFACE.  ARROW 6 INCHES LONG IS SEARCHED ON ROCK AND
 PO0733'POINTS TO BOLT.  BEARINGS FROM STATION TO FOLLOWING OBJECTS
 PO0733'ARE--COCHRANE, CHURCH SPIRE S 27 DEG 55 MIN E--NELSON,
 PO0733'CHURCH SPIRE, N 61 DEG 34 MIN W.  AND WABASHA, BRICK
 PO0733'BUILDING, SPIRE, S 30 DEG 38 MIN W.
 PO0733
 PO0733                          STATION RECOVERY (1965)
 PO0733
 PO0733'RECOVERY NOTE BY MN HIGHWAY DEPT 1965
 PO0733'STATION MARK RECOVERED AS DESCRIBED.  ADDITIONS AND CORRECTIONS
 PO0733'FOLLOW--
 PO0733'
 PO0733'STATION IS LOCATED IN THE NE 1/4 OF SECTION 6, T22N, R31W.
 PO0733'MARK IS ABOUT 164 FEET SOUTH (TOWARDS VALLEY) AND ABOUT 100
 PO0733'FEET LOWER THAN EDGE OF FIELD.
 PO0733'
 PO0733'TO REACH DESCRIPTION IS OKAY.
 PO0733
 PO0733                          STATION RECOVERY (1979)
 PO0733
 PO0733'RECOVERY NOTE BY MN DEPT OF TRANSP 1979 (DKH)
 PO0733'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  A NEW TO
 PO0733'REACH THE STATION FOLLOWS.
 PO0733'
 PO0733'TO REACH THE STATION FROM THE JUNCTION OF WISCONSIN TRUNK HIGHWAYS 35
 PO0733'AND 25, IN NELSON, GO NORTH ON TRUNK HIGHWAY 35 FOR 0.05 MILE TO A
 PO0733'STREET, TURN RIGHT AND GO EAST ON THE STREET FOR 0.25 MILE TO A
 PO0733'STREET, TURN RIGHT ACROSS A BRIDGE AND GO SOUTH FOR 0.15 MILE TO A RED
 PO0733'BRICK BARN ON THE LEFT, TURN LEFT AT THE SOUTH END OF THE BARN AND GO
 PO0733'TO A GATE, CONTINUE THROUGH THE GATE TO A TRAIL TO THE NORTHEAST AND
 PO0733'GO TO THE TOP OF THE HILL, CONTINUE SOUTHWEST TO A TV ANTENNA AND THE
 PO0733'STATION THAT IS ABOUT 220 FEET SOUTHWEST OF THE TV ANTENNA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB8439 ***********************************************************************
 AB8439  DESIGNATION -  NELSON
 AB8439  PID         -  AB8439
 AB8439  STATE/COUNTY-  WI/BURNETT
 AB8439  USGS QUAD   -  BIRCH ISLAND LAKE (1982)
 AB8439
 AB8439                         *CURRENT SURVEY CONTROL
 AB8439  ___________________________________________________________________
 AB8439* NAD 83(1997)-  45 55 42.57631(N)    092 09 00.03021(W)     ADJUSTED  
 AB8439* NAVD 88     -       315.5    (meters)    1035.     (feet)  GPS OBS   
 AB8439  ___________________________________________________________________
 AB8439  X           -    -166,729.549 (meters)                     COMP
 AB8439  Y           -  -4,441,106.040 (meters)                     COMP
 AB8439  Z           -   4,559,930.116 (meters)                     COMP
 AB8439  LAPLACE CORR-          -7.84  (seconds)                    DEFLEC99
 AB8439  ELLIP HEIGHT-         288.51  (meters)          (01/30/03) GPS OBS
 AB8439  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AB8439
 AB8439  HORZ ORDER  -  FIRST
 AB8439  ELLP ORDER  -  FOURTH    CLASS I
 AB8439
 AB8439.The horizontal coordinates were established by GPS observations
 AB8439.and adjusted by the National Geodetic Survey in January 2003..
 AB8439
 AB8439.The orthometric height was determined by GPS observations and a
 AB8439.high-resolution geoid model.
 AB8439
 AB8439.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8439
 AB8439.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8439
 AB8439.The ellipsoidal height was determined by GPS observations
 AB8439.and is referenced to NAD 83.
 AB8439
 AB8439.The geoid height was determined by GEOID03.
 AB8439
 AB8439;                    North         East     Units Scale Factor Converg.
 AB8439;SPC WI N     -    86,929.033   433,266.876   MT  0.99995402   -1 33 03.4
 AB8439;SPC WI N     -   285,199.67  1,421,476.41   sFT  0.99995402   -1 33 03.4
 AB8439;UTM  15      - 5,086,453.893   565,901.475   MT  0.99965339   +0 36 38.6
 AB8439
 AB8439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8439!SPC WI N     -   0.99995477  x   0.99995402  =   0.99990879
 AB8439!UTM  15      -   0.99995477  x   0.99965339  =   0.99960818
 AB8439
 AB8439                          SUPERSEDED SURVEY CONTROL
 AB8439
 AB8439  NAD 83(1991)-  45 55 42.57590(N)    092 09 00.02837(W) AD(       ) 1
 AB8439  ELLIP H (12/09/96)  288.55   (m)                       GP(       ) 4 1
 AB8439
 AB8439.Superseded values are not recommended for survey control.
 AB8439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8439.See file dsdata.txt to determine how the superseded data were derived.
 AB8439
 AB8439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL6590186454(NAD 83)
 AB8439_MARKER: DD = SURVEY DISK
 AB8439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8439_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB8439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8439+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AB8439
 AB8439  HISTORY     - Date     Condition        Report By
 AB8439  HISTORY     - 1992     MONUMENTED       WI-013
 AB8439
 AB8439                          STATION DESCRIPTION
 AB8439
 AB8439'DESCRIBED BY BURNETT COUNTY WISCONSIN 1992
 AB8439'THE STATION IS LOCATED 9.7 MI (15.6 KM) NORTHWEST OF THE INTERSECTION
 AB8439'OF STATE HIGHWAY 70 AND THE BURNETT AND WASHBURN COUNTY LINE (ALSO
 AB8439'COUNTY LINE ROAD) , 14.9 MI (24.0 KM) NORTHEAST OF THE VILLAGE OF
 AB8439'SIREN, 2.4 MI (3.9 KM) WEST OF THE INTERSECTION OF COUNTY ROADS A AND
 AB8439'H IN THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER, SECTION 30, T40N,
 AB8439'R14W, TOWN OF SCOTT.  TO REACH THE STATION FROM THE INTERSECTION OF
 AB8439'COUNTY ROADS A AND H GO WEST ALONG COUNTY ROAD H 2.76 MI (4.44 KM) TO
 AB8439'THE HAROLD AND GENEVA NELSON PROPERTY, THE STATION IS LOCATED ON THE
 AB8439'FIRST HILL TO THE WEST OF CURVE IN HIGHWAY, 324 FEET (98.8 M) SOUTH OF
 AB8439'HIGHWAY.  A VEHICLE CAN BE DRIVEN TO THE STATION BY WAY OF FIELD
 AB8439'ENTRANCE ON EAST SIDE OF FIELD.  FIBERGLASS WITNESS POST SET ON NORTH
 AB8439'SIDE OF STATION.  THE STATION MARKER IS SET IN A 20 CM ROUND CONCRETE
 AB8439'MONUMENT 9 CM BELOW GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0829 ***********************************************************************
 OM0829  DESIGNATION -  NENNO S PETER AND PAUL CATH CH
 OM0829  PID         -  OM0829
 OM0829  STATE/COUNTY-  WI/WASHINGTON
 OM0829  USGS QUAD   -  NENNO (1976)
 OM0829
 OM0829                         *CURRENT SURVEY CONTROL
 OM0829  ___________________________________________________________________
 OM0829* NAD 83(1991)-  43 26 46.11354(N)    088 23 33.56090(W)     ADJUSTED  
 OM0829* NAVD 88     -                                                        
 OM0829  ___________________________________________________________________
 OM0829  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 OM0829  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 OM0829
 OM0829  HORZ ORDER  -  THIRD
 OM0829
 OM0829.The horizontal coordinates were established by classical geodetic methods
 OM0829.and adjusted by the National Geodetic Survey in November 1991..
 OM0829
 OM0829
 OM0829.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0829
 OM0829.The geoid height was determined by GEOID03.
 OM0829
 OM0829;                    North         East     Units Scale Factor Converg.
 OM0829;SPC WI S     -   161,906.562   730,095.358   MT  0.99993285   +1 06 15.9
 OM0829;SPC WI S     -   531,188.45  2,395,321.19   sFT  0.99993285   +1 06 15.9
 OM0829;UTM  16      - 4,811,302.003   387,311.031   MT  0.99975620   -0 57 28.0
 OM0829
 OM0829                          SUPERSEDED SURVEY CONTROL
 OM0829
 OM0829  NAD 83(1986)-  43 26 46.10480(N)    088 23 33.56729(W) AD(       ) 4
 OM0829  NAD 27      -  43 26 46.11000(N)    088 23 33.20000(W) AD(       ) 3
 OM0829
 OM0829.Superseded values are not recommended for survey control.
 OM0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0829.See file dsdata.txt to determine how the superseded data were derived.
 OM0829
 OM0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP8731111302(NAD 83)
 OM0829
 OM0829  HISTORY     - Date     Condition        Report By
 OM0829  HISTORY     - 1953     MONUMENTED       CGS
 OM0829  HISTORY     - 20021216 GOOD             USPSQD
 OM0829  HISTORY     - 20040318 GOOD             USPSQD
 OM0829
 OM0829                          STATION DESCRIPTION
 OM0829
 OM0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 OM0829'STATION IS A CROSS AT THE TOP OF THE SPIRE OF THE S.S. PETER
 OM0829'AND PAUL CATHOLIC CHURCH, LOCATED ABOUT 300 FEET SOUTHWEST OF
 OM0829'U.S. HIGHWAY 41 IN THE NORTH EDGE OF NENNO.  THE SPIRE IS A
 OM0829'WOODEN STRUCTURE COVERED WITH SHINGLES, RISING ABOUT 60 FEET
 OM0829'ABOVE THE EAST END OF THE STONE CHURCH BUILDING.
 OM0829
 OM0829                          STATION RECOVERY (2002)
 OM0829
 OM0829'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 OM0829'RECOVERED IN GOOD CONDITION. U.S. HIGHWAY 41 OF THE 1953 DESCRIPTION
 OM0829'IS NOW NAMED HIGHWAY 175.  THE CHURCH IS NOW NAMED JESUS OUR SHEPHARD
 OM0829'THOUGH ST. PETER AND PAUL REMAINS IN STONE ABOVE THE ENTRANCE.
 OM0829
 OM0829                          STATION RECOVERY (2004)
 OM0829
 OM0829'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 OM0829'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM1381 ***********************************************************************
 OM1381  DESIGNATION -  NEOSHO GPS
 OM1381  PID         -  OM1381
 OM1381  STATE/COUNTY-  WI/DODGE
 OM1381  USGS QUAD   -  HUSTISFORD (1980)
 OM1381
 OM1381                         *CURRENT SURVEY CONTROL
 OM1381  ___________________________________________________________________
 OM1381* NAD 83(1997)-  43 18 19.18949(N)    088 30 27.59982(W)     ADJUSTED  
 OM1381* NAVD 88     -       289.241  (meters)     948.95   (feet)  ADJUSTED  
 OM1381  ___________________________________________________________________
 OM1381  X           -     121,073.172 (meters)                     COMP
 OM1381  Y           -  -4,647,361.710 (meters)                     COMP
 OM1381  Z           -   4,352,422.755 (meters)                     COMP
 OM1381  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 OM1381  ELLIP HEIGHT-         254.53  (meters)          (07/06/00) GPS OBS
 OM1381  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 OM1381  DYNAMIC HT  -         289.172 (meters)     948.73  (feet)  COMP
 OM1381  MODELED GRAV-     980,374.6   (mgal)                       NAVD 88
 OM1381  OBS GRAVITY -     980,370.9   (mgal)                       GRAV_OBS
 OM1381
 OM1381  HORZ ORDER  -  B
 OM1381  VERT ORDER  -  SECOND    CLASS I
 OM1381  ELLP ORDER  -  THIRD     CLASS I
 OM1381
 OM1381.The horizontal coordinates were established by GPS observations
 OM1381.and adjusted by the National Geodetic Survey in July 2000..
 OM1381
 OM1381.The orthometric height was determined by differential leveling
 OM1381.and adjusted by the National Geodetic Survey in February 2004..
 OM1381
 OM1381.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OM1381
 OM1381.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM1381
 OM1381.The ellipsoidal height was determined by GPS observations
 OM1381.and is referenced to NAD 83.
 OM1381
 OM1381.The geoid height was determined by GEOID03.
 OM1381
 OM1381.The dynamic height is computed by dividing the NAVD 88
 OM1381.geopotential number by the normal gravity value computed on the
 OM1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OM1381.degrees latitude (g = 980.6199 gals.).
 OM1381
 OM1381.The modeled gravity was interpolated from observed gravity values.
 OM1381.The observed gravity was obtained from relative gravimeter ties
 OM1381.to the IGSN71 gravity network.
 OM1381
 OM1381;                    North         East     Units Scale Factor Converg.
 OM1381;SPC WI S     -   146,092.855   721,067.577   MT  0.99993394   +1 01 31.4
 OM1381;SPC WI S     -   479,306.31  2,365,702.54   sFT  0.99993394   +1 01 31.4
 OM1381;UTM  16      - 4,795,825.710   377,721.955   MT  0.99978393   -1 02 03.2
 OM1381
 OM1381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM1381!SPC WI S     -   0.99996009  x   0.99993394  =   0.99989403
 OM1381!UTM  16      -   0.99996009  x   0.99978393  =   0.99974403
 OM1381
 OM1381                          SUPERSEDED SURVEY CONTROL
 OM1381
 OM1381  NAVD 88 (04/02/04)  289.24   (m)          948.9    (f) LEVELING    3  
 OM1381
 OM1381.Superseded values are not recommended for survey control.
 OM1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM1381.See file dsdata.txt to determine how the superseded data were derived.
 OM1381
 OM1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7772295826(NAD 83)
 OM1381_MARKER: DD = SURVEY DISK
 OM1381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM1381_SP_SET: CONCRETE POST
 OM1381_STAMPING: NEOSHO GPS 1992
 OM1381_MARK LOGO: WI-027
 OM1381_PROJECTION: FLUSH
 OM1381_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OM1381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OM1381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OM1381+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2006
 OM1381
 OM1381  HISTORY     - Date     Condition        Report By
 OM1381  HISTORY     - 1992     MONUMENTED       WI-027
 OM1381  HISTORY     - 19931122 GOOD             WIDT
 OM1381  HISTORY     - 19991013 GOOD             WIDT
 OM1381  HISTORY     - 2002     GOOD             WIDT
 OM1381  HISTORY     - 20020710 GOOD             WIDT
 OM1381  HISTORY     - 20030807 GOOD             USPSQD
 OM1381  HISTORY     - 20040708 GOOD             WIDT
 OM1381  HISTORY     - 20060916 GOOD             USPSQD
 OM1381
 OM1381                          STATION DESCRIPTION
 OM1381
 OM1381'DESCRIBED BY WI DEPT OF TRANSP 1993
 OM1381'STATION IS PART OF GRAVITY DENSIFICATION PROJECT, LOCATED IN WIDOT
 OM1381'DODGE COUNTY GRID REFERENCE M14, ABOUT 1.0 KM (0.60 MI) SOUTHEAST OF
 OM1381'NEOSHO, IN THE SOUTHWEST CORNER OF THE NORTHEAST 1/4 OF SECTION 29,
 OM1381'T10N, R17E, ON HIGHWAY RIGHT-OF-WAY.  CONTACT DODGE COUNTY SURVEYORS
 OM1381'OFFICE AT 414-386-3770 CONCERNING STATION COORDINATES.
 OM1381'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 67 AND
 OM1381'COUNTY TRUNK HIGHWAY NN IN THE VILLAGE OF NEOSHO, GO SOUTHEAST ON
 OM1381'COUNTY TRUNK HIGHWAY NN FOR 1.05 KM (0.65 MI) TO THE STATION ON THE
 OM1381'LEFT, A BRASS DISK SET IN TOP OF A 45 CM ROUND CONCRETE MONUMENT
 OM1381'FLUSH WITH THE GROUND.  IT IS 13.7 M (44.9 FT) NORTH FROM THE CENTER
 OM1381'OF COUNTY TRUNK HIGHWAY NN, 31.1 M (102.0 FT) WEST FROM A FIELD
 OM1381'ENTRANCE SOUTH AND 0.5 M (1.6 FT) SOUTH FROM A WHITE PLASTIC T-POST.
 OM1381
 OM1381                          STATION RECOVERY (1999)
 OM1381
 OM1381'RECOVERY NOTE BY WI DEPT OF TRANSP 1999 (DJH)
 OM1381'THE STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) WEST OF HARTFORD AND 1.6
 OM1381'KM (1.00 MI) SOUTHEAST OF NEOSHO.  OWNERSHIP--DODGE COUNTY.  TO REACH
 OM1381'THE STATION FROM THE JUNCTION OF STATE HIGHWAY 67 WITH STATE HIGHWAY
 OM1381'60 ABOUT 1.6 KM (1.00 MI) NORTH OF THE VILLAGE OF NEOSHO, GO SOUTH ON
 OM1381'STATE HIGHWAY 67 FOR 1.85 KM (1.15 MI) TO COUNTY HIGHWAY NN, IN THE
 OM1381'VILLAGE OF NEOSHO, TURN LEFT AND GO SOUTHEAST ON COUNTY HIGHWAY NN FOR
 OM1381'1.05 KM (0.65 MI) TO THE STATION ON THE LEFT.  THE STATION IS A BRONZE
 OM1381'DODGE COUNTY GEODETIC CONTROL MARKER DISK SET IN THE TOP OF A 45 CM
 OM1381'(18-INCH) CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 1 M (3.3 FT)
 OM1381'ABOVE THE HIGHWAY PAVEMENT.  THE STATION IS 10.9 M (35.8 FT) NORTHEAST
 OM1381'OF THE CENTERLINE OF COUNTY HIGHWAY NN, 31.4 M (103.0 FT) EAST OF
 OM1381'POWER POLE --98-14727 40-5--, 4 M (13.1 FT) SOUTHWEST OF A WIRE FENCE
 OM1381'AND 0.5 M (1.6 FT) SOUTHWEST OF A WHITE PLASTIC WITNESS POST.
 OM1381'---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTION EXTENDING HIGHER
 OM1381'THAN 15 DEGREES ABOVE THE HORIZON.
 OM1381
 OM1381                          STATION RECOVERY (2002)
 OM1381
 OM1381'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (DJH)
 OM1381'RECOVERED AS DESCRIBED.
 OM1381
 OM1381                          STATION RECOVERY (2002)
 OM1381
 OM1381'RECOVERY NOTE BY WI DEPT OF TRANSP 2002 (RJK)
 OM1381'NOTE - THE STATION IS SURROUNDED BY THREE, 10 CM SQUARE, ORANGE
 OM1381'COLORED PLASTIC GUARD POSTS.
 OM1381
 OM1381                          STATION RECOVERY (2003)
 OM1381
 OM1381'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 OM1381'RECOVERED IN GOOD CONDITION.
 OM1381
 OM1381                          STATION RECOVERY (2004)
 OM1381
 OM1381'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DPM)
 OM1381'RECOVERED AS DESCRIBED.
 OM1381
 OM1381                          STATION RECOVERY (2006)
 OM1381
 OM1381'RECOVERY NOTE BY US POWER SQUADRON 2006
 OM1381'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PN1284 ***********************************************************************
 PN1284  DESIGNATION -  NEPCO LAKE LOT
 PN1284  PID         -  PN1284
 PN1284  STATE/COUNTY-  WI/WOOD
 PN1284  USGS QUAD   -  WISCONSIN RAPIDS SOUTH (1984)
 PN1284
 PN1284                         *CURRENT SURVEY CONTROL
 PN1284  ___________________________________________________________________
 PN1284* NAD 83(1991)-  44 20 48.51325(N)    089 49 00.51514(W)     ADJUSTED  
 PN1284* NAVD 88     -                                                        
 PN1284  ___________________________________________________________________
 PN1284  LAPLACE CORR-          -5.78  (seconds)                    DEFLEC99
 PN1284  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 PN1284
 PN1284  HORZ ORDER  -  THIRD
 PN1284
 PN1284.The horizontal coordinates were established by classical geodetic methods
 PN1284.and adjusted by the National Geodetic Survey in November 1991..
 PN1284
 PN1284
 PN1284.The Laplace correction was computed from DEFLEC99 derived deflections.
 PN1284
 PN1284.The geoid height was determined by GEOID03.
 PN1284
 PN1284;                    North         East     Units Scale Factor Converg.
 PN1284;SPC WI C     -    57,072.970   614,606.876   MT  0.99998311   +0 07 45.3
 PN1284;SPC WI C     -   187,246.90  2,016,422.73   sFT  0.99998311   +0 07 45.3
 PN1284;UTM  16      - 4,914,252.672   275,482.231   MT  1.00021997   -1 58 11.2
 PN1284
 PN1284                          SUPERSEDED SURVEY CONTROL
 PN1284
 PN1284  NAD 83(1986)-  44 20 48.50770(N)    089 49 00.52043(W) AD(       ) 4
 PN1284
 PN1284.Superseded values are not recommended for survey control.
 PN1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PN1284.See file dsdata.txt to determine how the superseded data were derived.
 PN1284
 PN1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBQ7548214253(NAD 83)
 PN1284_MARKER: 57 = LOOKOUT TOWER
 PN1284
 PN1284  HISTORY     - Date     Condition        Report By
 PN1284  HISTORY     - 1982     FIRST OBSERVED   WIDT
 PN1284  HISTORY     - 20021207 GOOD             USPSQD
 PN1284  HISTORY     - 20040330 GOOD             USPSQD
 PN1284
 PN1284                          STATION DESCRIPTION
 PN1284
 PN1284'DESCRIBED BY WI DEPT OF TRANSP 1982 (LTK)
 PN1284'THE STATION, NEPCO LAKE LOOKOUT TOWER, IS THE APEX OF THE ROOF AT THE
 PN1284'TOP CENTER OF A SKELETON STEEL TOWER OWNED BY THE WISCONSIN DEPARTMENT
 PN1284'OF NATURAL RESOURCES.  THE GRAY TOWER HAS FOUR TRUSS-WORK LEGS AND
 PN1284'STANDS ABOUT 100 FEET HIGH.
 PN1284'
 PN1284'THE STATION IS LOCATED ALONG STH 13 ABOUT 1 MILE SOUTH OF WISCONSIN
 PN1284'RAPIDS NEAR THE ENTRANCE TO THE WISCONSIN DEPARTMENT OF NATURAL
 PN1284'RESOURCES AREA HEADQUARTERS AT NEPCO LAKE.  THE TOWER IS ABOUT 75 FEET
 PN1284'SOUTH OF THE ENTRANCE AND 50 FEET WEST OF THE CENTER OF STH 13.
 PN1284
 PN1284                          STATION RECOVERY (2002)
 PN1284
 PN1284'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRB)
 PN1284'RECOVERED IN GOOD CONDITION.
 PN1284
 PN1284                          STATION RECOVERY (2004)
 PN1284
 PN1284'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLB)
 PN1284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF6022 ***********************************************************************
 DF6022  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6022  DESIGNATION -  NEPEUSKUN N GPS
 DF6022  PID         -  DF6022
 DF6022  STATE/COUNTY-  WI/WINNEBAGO
 DF6022  USGS QUAD   -  RUSH LAKE (1980)
 DF6022
 DF6022                         *CURRENT SURVEY CONTROL
 DF6022  ___________________________________________________________________
 DF6022* NAD 83(1997)-  43 57 11.51178(N)    088 51 35.28451(W)     ADJUSTED  
 DF6022* NAVD 88     -       269.75   (meters)     885.0    (feet)  GPS OBS   
 DF6022  ___________________________________________________________________
 DF6022  X           -      91,520.163 (meters)                     COMP
 DF6022  Y           -  -4,598,344.696 (meters)                     COMP
 DF6022  Z           -   4,404,511.445 (meters)                     COMP
 DF6022  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 DF6022  ELLIP HEIGHT-         233.52  (meters)          (06/11/03) GPS OBS
 DF6022  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 DF6022
 DF6022  HORZ ORDER  -  FIRST
 DF6022  ELLP ORDER  -  THIRD     CLASS I
 DF6022
 DF6022.The horizontal coordinates were established by GPS observations
 DF6022.and adjusted by the National Geodetic Survey in June 2003..
 DF6022
 DF6022.The orthometric height was determined by GPS observations and a
 DF6022.high-resolution geoid model using precise GPS observation and
 DF6022.processing techniques.
 DF6022
 DF6022.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6022
 DF6022.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6022
 DF6022.The ellipsoidal height was determined by GPS observations
 DF6022.and is referenced to NAD 83.
 DF6022
 DF6022.The geoid height was determined by GEOID03.
 DF6022
 DF6022;                    North         East     Units Scale Factor Converg.
 DF6022;SPC WI S     -   217,612.585   691,518.078   MT  0.99997893   +0 47 00.4
 DF6022;SPC WI S     -   713,950.62  2,268,755.56   sFT  0.99997893   +0 47 00.4
 DF6022;UTM  16      - 4,868,355.917   350,773.926   MT  0.99987389   -1 17 27.9
 DF6022
 DF6022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6022!SPC WI S     -   0.99996338  x   0.99997893  =   0.99994231
 DF6022!UTM  16      -   0.99996338  x   0.99987389  =   0.99983728
 DF6022
 DF6022                          SUPERSEDED SURVEY CONTROL
 DF6022
 DF6022.No superseded survey control is available for this station.
 DF6022
 DF6022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5077468356(NAD 83)
 DF6022_MARKER: DD = SURVEY DISK
 DF6022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6022_STAMPING: NEPEUSKUN N GPS 2001
 DF6022_MARK LOGO: WIDT  
 DF6022_PROJECTION: FLUSH
 DF6022_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6022+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2005
 DF6022
 DF6022  HISTORY     - Date     Condition        Report By
 DF6022  HISTORY     - 2000     MONUMENTED       WIDT
 DF6022  HISTORY     - 20031217 GOOD             USPSQD
 DF6022  HISTORY     - 20050531 GOOD             WIDT
 DF6022
 DF6022                          STATION DESCRIPTION
 DF6022
 DF6022'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DF6022'THE STATION IS LOCATED ABOUT 26 KM WEST-SOUTHWEST OF OSHKOSH, 13 KM
 DF6022'NORTH OF RIPON
 DF6022'AND 8 KM EAST-SOUTHEAST OF BERLIN.  OWNERSHIP--TOWN OF NEPEUSKUN.  TO
 DF6022'REACH THE
 DF6022'STATION FROM THE JUNCTION OF STATE HIGHWAY 91 WITH STATE HIGHWAY 116
 DF6022'ABOUT 17 KM
 DF6022'SOUTHWEST OF THE CITY OF OSHKOSH, GO WEST ON STATE HIGHWAY 91 FOR 6.6
 DF6022'KM TO COUNTY
 DF6022'HIGHWAY E, TURN LEFT AND GO SOUTH ON COUNTY HIGHWAY E FOR 1.8 KM TO
 DF6022'KAUFMAN ROAD ON
 DF6022'THE RIGHT, TURN RIGHT AND GO WEST ON KAUFMAN ROAD FOR 1.5 KM TO THE
 DF6022'STATION ON THE
 DF6022'LEFT.  THE STATION IS A BRONZE WISCONSIN DEPARTMENT OF TRANSPORTATION
 DF6022'GEODETIC SURVEY
 DF6022'CONTROL STATION DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST
 DF6022'SET TO A DEPTH OF
 DF6022'2.4 M AND ABOUT LEVEL WITH THE ROAD PAVEMENT.  THE STATION IS 9.8 M
 DF6022'SOUTH OF THE
 DF6022'CENTERLINE OF KAUFMAN ROAD, 39.0 M SOUTHEAST OF A POWER POLE --17-14-8
 DF6022'14/0 WP+L--,
 DF6022'32.1 M SOUTHWEST OF A POWER POLE --17-14-8 16/0 WP+L--, 1 M NORTH OF A
 DF6022'CULTIVATED FIELD, 1.0 M
 DF6022'NORTH OF A WHITE PLASTIC WITNESS POST, 1.0 M EAST, 1.0 M WEST, AND 1.0
 DF6022'M NORTH OF THREE 4X4
 DF6022'ORANGE PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE
 DF6022'OBSTRUCTIONS
 DF6022'EXTENDING HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF6022' 
 DF6022' 
 DF6022' 
 DF6022' 
 DF6022'
 DF6022
 DF6022                          STATION RECOVERY (2003)
 DF6022
 DF6022'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6022'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS O.1 MI EAST OF KORO
 DF6022'ROAD, ABOUT 15 FEET SOUTH-SOUTHEAST OF A --CURVE AHEAD-- SIGN POST.
 DF6022
 DF6022                          STATION RECOVERY (2005)
 DF6022
 DF6022'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DF6022'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 4.3 M
 DF6022'SOUTH-SOUTHEAST OF A --CURVE AHEAD-- SIGN POST, 1 M NORTH OF A WHITE
 DF6022'PLASTIC WITNESS POST, AND 1 M EAST, 1 M WEST, AND 1 M SOUTH (NOT
 DF6022'NORTH) OF THREE 4X4 ORANGE PLASTIC GUARD POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF6120 ***********************************************************************
 DF6120  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6120  DESIGNATION -  NEPEUSKUN S GPS
 DF6120  PID         -  DF6120
 DF6120  STATE/COUNTY-  WI/WINNEBAGO
 DF6120  USGS QUAD   -  RUSH LAKE (1980)
 DF6120
 DF6120                         *CURRENT SURVEY CONTROL
 DF6120  ___________________________________________________________________
 DF6120* NAD 83(1997)-  43 53 54.30128(N)    088 47 02.29510(W)     ADJUSTED  
 DF6120* NAVD 88     -       259.74   (meters)     852.2    (feet)  GPS OBS   
 DF6120  ___________________________________________________________________
 DF6120  X           -      97,695.408 (meters)                     COMP
 DF6120  Y           -  -4,602,434.173 (meters)                     COMP
 DF6120  Z           -   4,400,120.558 (meters)                     COMP
 DF6120  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 DF6120  ELLIP HEIGHT-         223.67  (meters)          (06/11/03) GPS OBS
 DF6120  GEOID HEIGHT-         -36.08  (meters)                     GEOID03
 DF6120
 DF6120  HORZ ORDER  -  FIRST
 DF6120  ELLP ORDER  -  THIRD     CLASS I
 DF6120
 DF6120.The horizontal coordinates were established by GPS observations
 DF6120.and adjusted by the National Geodetic Survey in June 2003..
 DF6120
 DF6120.The orthometric height was determined by GPS observations and a
 DF6120.high-resolution geoid model using precise GPS observation and
 DF6120.processing techniques.
 DF6120
 DF6120.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6120
 DF6120.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6120
 DF6120.The ellipsoidal height was determined by GPS observations
 DF6120.and is referenced to NAD 83.
 DF6120
 DF6120.The geoid height was determined by GEOID03.
 DF6120
 DF6120;                    North         East     Units Scale Factor Converg.
 DF6120;SPC WI S     -   211,612.653   697,692.945   MT  0.99997017   +0 50 07.9
 DF6120;SPC WI S     -   694,265.85  2,289,014.27   sFT  0.99997017   +0 50 07.9
 DF6120;UTM  16      - 4,862,137.179   356,726.989   MT  0.99985248   -1 14 13.9
 DF6120
 DF6120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6120!SPC WI S     -   0.99996493  x   0.99997017  =   0.99993510
 DF6120!UTM  16      -   0.99996493  x   0.99985248  =   0.99981741
 DF6120
 DF6120                          SUPERSEDED SURVEY CONTROL
 DF6120
 DF6120.No superseded survey control is available for this station.
 DF6120
 DF6120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5672762137(NAD 83)
 DF6120_MARKER: DD = SURVEY DISK
 DF6120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6120_STAMPING: NEPEUSKUN S GPS 1993
 DF6120_MARK LOGO: WI-039
 DF6120_PROJECTION: FLUSH
 DF6120_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6120+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2005
 DF6120
 DF6120  HISTORY     - Date     Condition        Report By
 DF6120  HISTORY     - 1993     MONUMENTED       WI-039
 DF6120  HISTORY     - 2001     GOOD             WIDT
 DF6120  HISTORY     - 20030722 GOOD             USPSQD
 DF6120  HISTORY     - 20050531 GOOD             WIDT
 DF6120
 DF6120                          STATION DESCRIPTION
 DF6120
 DF6120'DESCRIBED BY WI DEPT OF TRANSP 2001 (DJH)
 DF6120'THIS STATION IS LOCATED ABOUT 27 KM SOUTHWEST OF OSHKOSH, 13 KM
 DF6120'NORTHWEST OF
 DF6120'ROSENDALE, AND 7 KM NORTHEST OF RIPON.  OWNERSHIP--TOWN OF RIPON.  TO
 DF6120'REACH THE
 DF6120'STATION FROM THE JUNCTION OF STATE HIGHWAY 23 WITH STATE HIGHWAY 44 IN
 DF6120'THE CITY OF
 DF6120'RIPON, GO NORTHWEST ON STATE HIGHWAY 44 FOR 3.4 KM TO ISLAND ROAD ON
 DF6120'THE LEFT, TURN
 DF6120'LEFT AND GO NORTH ON ISLAND ROAD FOR 3.2 KM TO SPORTSMAN ROAD ON THE
 DF6120'RIGHT, TURN RIGHT
 DF6120'AND GO WEST ON SPORTSMAN ROAD FOR 0.1 KM TO THE STATION ON THE RIGHT.
 DF6120'THE STATION IS A
 DF6120'BRONZE DISK SET IN THE TOP OF A 41-CM DIAMETER CONCRETE POST ABOUT
 DF6120'LEVEL WITH THE ROAD
 DF6120'PAVEMENT.  ---NOTE---FACE OF MARK IS UNREADABLE DUE TO A LARGE CHIP
 DF6120'MISSING.  THE STATION IS
 DF6120'7.5 M SOUTH OF THE CENTERLINE OF SPORTSMAN ROAD, 67 M SOUTHEAST OF A
 DF6120'--STOP-- SIGN, 1.0 M
 DF6120'NORTH OF A CULTIVATED FIELD, 0.7 KM WEST OF THE CENTERLINE OF ELBOW
 DF6120'ROAD, 0.5 M NORTH OF
 DF6120'A WHITE PLASTIC WITNESS POST, 1.0 M EAST, 1.0 M WEST, AND 1.0 M NORTH
 DF6120'OF THREE 4X4 ORANGE
 DF6120'PLASTIC WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE
 DF6120'OBSTRUCTIONS EXTENDING
 DF6120'HIGHER THAN 15 DEGREES ABOVE THE HORIZON.
 DF6120' 
 DF6120' 
 DF6120' 
 DF6120' 
 DF6120' 
 DF6120'
 DF6120
 DF6120                          STATION RECOVERY (2003)
 DF6120
 DF6120'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6120'RECOVERED IN GOOD CONDITION.
 DF6120
 DF6120                          STATION RECOVERY (2005)
 DF6120
 DF6120'RECOVERY NOTE BY WI DEPT OF TRANSP 2005 (DRB)
 DF6120'RECOVERED IN GOOD CONDITION.  ADD-- THE MONUMENT PROJECTS 15 CM ABOVE
 DF6120'GROUND LEVEL.  NOTE-- THE DISK IS SCUFFED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF6024 ***********************************************************************
 DF6024  HT_MOD      -  This is a Height Modernization Survey Station.
 DF6024  DESIGNATION -  NEPEUSKUN W GPS
 DF6024  PID         -  DF6024
 DF6024  STATE/COUNTY-  WI/WINNEBAGO
 DF6024  USGS QUAD   -  RUSH LAKE (1980)
 DF6024
 DF6024                         *CURRENT SURVEY CONTROL
 DF6024  ___________________________________________________________________
 DF6024* NAD 83(1997)-  43 53 45.77423(N)    088 50 15.57436(W)     ADJUSTED  
 DF6024* NAVD 88     -       260.30   (meters)     854.0    (feet)  GPS OBS   
 DF6024  ___________________________________________________________________
 DF6024  X           -      93,386.391 (meters)                     COMP
 DF6024  Y           -  -4,602,706.534 (meters)                     COMP
 DF6024  Z           -   4,399,931.283 (meters)                     COMP
 DF6024  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 DF6024  ELLIP HEIGHT-         224.21  (meters)          (06/11/03) GPS OBS
 DF6024  GEOID HEIGHT-         -36.09  (meters)                     GEOID03
 DF6024
 DF6024  HORZ ORDER  -  FIRST
 DF6024  ELLP ORDER  -  THIRD     CLASS I
 DF6024
 DF6024.The horizontal coordinates were established by GPS observations
 DF6024.and adjusted by the National Geodetic Survey in June 2003..
 DF6024
 DF6024.The orthometric height was determined by GPS observations and a
 DF6024.high-resolution geoid model using precise GPS observation and
 DF6024.processing techniques.
 DF6024
 DF6024.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6024
 DF6024.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6024
 DF6024.The ellipsoidal height was determined by GPS observations
 DF6024.and is referenced to NAD 83.
 DF6024
 DF6024.The geoid height was determined by GEOID03.
 DF6024
 DF6024;                    North         East     Units Scale Factor Converg.
 DF6024;SPC WI S     -   211,287.997   693,383.675   MT  0.99996981   +0 47 55.1
 DF6024;SPC WI S     -   693,200.70  2,274,876.27   sFT  0.99996981   +0 47 55.1
 DF6024;UTM  16      - 4,861,968.623   352,409.271   MT  0.99986792   -1 16 27.7
 DF6024
 DF6024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6024!SPC WI S     -   0.99996484  x   0.99996981  =   0.99993465
 DF6024!UTM  16      -   0.99996484  x   0.99986792  =   0.99983277
 DF6024
 DF6024                          SUPERSEDED SURVEY CONTROL
 DF6024
 DF6024.No superseded survey control is available for this station.
 DF6024
 DF6024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP5240961969(NAD 83)
 DF6024_MARKER: DD = SURVEY DISK
 DF6024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6024_STAMPING: NEPEUSKUN W GPS 2001
 DF6024_MARK LOGO: WIDT  
 DF6024_PROJECTION: FLUSH
 DF6024_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6024+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 DF6024
 DF6024  HISTORY     - Date     Condition        Report By
 DF6024  HISTORY     - 2000     MONUMENTED       WIDT
 DF6024  HISTORY     - 20031217 GOOD             USPSQD
 DF6024  HISTORY     - 20060112 GOOD             WIDT
 DF6024
 DF6024                          STATION DESCRIPTION
 DF6024
 DF6024'DESCRIBED BY WI DEPT OF TRANSP 2000 (DJH)
 DF6024'THE STATION IS LOCATED ABOUT 27 KM SOUTHWEST OF OSHKOSH, 11 KM
 DF6024'SOUTHEAST OF BERLIN AND
 DF6024'5 KM NORTH OF RIPON.  OWNERSHIP--WINNEBAGO COUNTY.  TO REACH THE
 DF6024'STATION FROM THE
 DF6024'JUNCTION OF STATE HIGHWAY 23 AND STATE HIGHWAY 49 WITH COUNTY HIGHWAY
 DF6024'E IN THE CITY OF
 DF6024'RIPON, GO NORTH ON COUNTY HIGHWAY E FOR 5.8 KM TO TRI COUNTY ROAD,
 DF6024'CONTINUE NORTH ON
 DF6024'COUNTY HIGHWAY E FOR 0.1 KM TO THE STATION ON THE LEFT.  THE STATION
 DF6024'IS A BRONZE
 DF6024'WISCONSIN DEPARTMENT OF TRANSPORTATION GEODETIC SURVEY CONTROL STATION
 DF6024'DISK SET IN
 DF6024'THE TOP OF A 41-CM DIAMETER CONCRETE POST SET TO A DEPTH OF 2.4 M AND
 DF6024'ABOUT LEVEL WITH
 DF6024'THE HIGHWAY PAVEMENT.  THE STATION IS 11.0 M WEST OF THE CENTERLINE OF
 DF6024'COUNTY
 DF6024'HIGHWAY E, 31.1 M NORTHWEST OF A POWER POLE --17-14-33 21/3 WP+L--,
 DF6024'29.0 M SOUTHWEST OF A
 DF6024'POWER POLE --17-14-33 21/4 WP+L--, 2 M EAST OF A CULTIVATED FIELD, 1.0
 DF6024'M EAST OF A WHITE PLASTIC
 DF6024'WITNESS POST, 1.0 M SOUTH, 1.0 M NORTH, AND 1.0 M WEST OF THREE 4X4
 DF6024'ORANGE PLASTIC
 DF6024'WITNESS POSTS.  ---NOTE---THIS STATION HAS NO VISIBLE OBSTRUCTIONS
 DF6024'EXTENDING HIGHER
 DF6024'THAN 15 DEGREES ABOVE THE HORIZON.
 DF6024' 
 DF6024' 
 DF6024' 
 DF6024'
 DF6024
 DF6024                          STATION RECOVERY (2003)
 DF6024
 DF6024'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 DF6024'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 3 FEET SOUTH OF AN
 DF6024'ORANGE 4X4 PLASTIC GUARD POST AND 1 FOOT SOUTH OF A WHITE PLASTIC
 DF6024'WITNESS POST.  NOTE-- TWO OF THE THREE DESCRIBED ORANGE PLASTIC
 DF6024'WITNESS POSTS DESCRIBED IN THE 2000 DESCRIPTION ARE MISSING.
 DF6024
 DF6024                          STATION RECOVERY (2006)
 DF6024
 DF6024'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (DRB)
 DF6024'RECOVERED IN GOOD CONDITION.  THE STATION IS 1.0 M WEST, 1.0 M
 DF6024'SOUTHEAST, AND 1.0 M NORTHEAST OF THREE ORANGE 4X4 PLASTIC GUARD
 DF6024'POSTS.  THERE IS NO WHITE PLASTIC WITNESS POST PRESENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OM0982 ***********************************************************************
 OM0982  DESIGNATION -  NESHKORO
 OM0982  PID         -  OM0982
 OM0982  STATE/COUNTY-  WI/MARQUETTE
 OM0982  USGS QUAD   -  NESHKORO (1984)
 OM0982
 OM0982                         *CURRENT SURVEY CONTROL
 OM0982  ___________________________________________________________________
 OM0982* NAD 83(1991)-  43 55 03.44945(N)    089 11 28.80348(W)     ADJUSTED  
 OM0982* NAVD 88     -       287.3    (meters)     943.     (feet)  VERTCON   
 OM0982  ___________________________________________________________________
 OM0982  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 OM0982  GEOID HEIGHT-         -36.10  (meters)                     GEOID03
 OM0982
 OM0982  HORZ ORDER  -  FIRST
 OM0982
 OM0982.The horizontal coordinates were established by classical geodetic methods
 OM0982.and adjusted by the National Geodetic Survey in November 1991..
 OM0982
 OM0982.The NAVD 88 height was computed by applying the VERTCON shift value to
 OM0982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OM0982
 OM0982.The Laplace correction was computed from DEFLEC99 derived deflections.
 OM0982
 OM0982.The geoid height was determined by GEOID03.
 OM0982
 OM0982;                    North         East     Units Scale Factor Converg.
 OM0982;SPC WI S     -   213,349.367   664,946.905   MT  0.99997313   +0 33 20.3
 OM0982;SPC WI S     -   699,963.71  2,181,579.97   sFT  0.99997313   +0 33 20.3
 OM0982;UTM  16      - 4,865,057.865   324,067.140   MT  0.99998071   -1 31 13.3
 OM0982
 OM0982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OM0982!SPC WI S     -   0.99996062  x   0.99997313  =   0.99993375
 OM0982!UTM  16      -   0.99996062  x   0.99998071  =   0.99994133
 OM0982
 OM0982:                Primary Azimuth Mark                     Grid Az
 OM0982:SPC WI S     -  BERLIN ST STANISLAUS CATH CH             072 33 37.8
 OM0982:UTM  16      -  BERLIN ST STANISLAUS CATH CH             074 38 11.4
 OM0982
 OM0982|---------------------------------------------------------------------|
 OM0982| PID    Reference Object                     Distance      Geod. Az  |
 OM0982|                                                           dddmmss.s |
 OM0982| OM0976 BERLIN ST STANISLAUS CATH CH        APPROX.20.5 KM 0730658.1 |
 OM0982| OM0977 BERLIN CARNATION CO STACK           APPROX.20.8 KM 0760817.6 |
 OM0982| CI9428 NESHKORO RM 1                        16.649 METERS 20236     |
 OM0982| CI9430 NESHKORO TPT                                       22443     |
 OM0982| CI9427 NESHKORO AZ MK                                     2273327.0 |
 OM0982| CI9429 NESHKORO RM 2                        42.578 METERS 32737     |
 OM0982|---------------------------------------------------------------------|
 OM0982
 OM0982                          SUPERSEDED SURVEY CONTROL
 OM0982
 OM0982  NAD 83(1986)-  43 55 03.44564(N)    089 11 28.81053(W) AD(       ) 1
 OM0982  NAD 27      -  43 55 03.53000(N)    089 11 28.38200(W) AD(       ) 1
 OM0982  NGVD 29 (07/19/86)  287.3    (m)          943.     (f) VERT ANG       
 OM0982
 OM0982.Superseded values are not recommended for survey control.
 OM0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OM0982.See file dsdata.txt to determine how the superseded data were derived.
 OM0982
 OM0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP2406765058(NAD 83)
 OM0982_MARKER: DS = TRIANGULATION STATION DISK
 OM0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OM0982_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 OM0982
 OM0982  HISTORY     - Date     Condition        Report By
 OM0982  HISTORY     - 1930     MONUMENTED       CGS
 OM0982  HISTORY     - 1954     GOOD             CGS
 OM0982  HISTORY     - 1981     GOOD             NGS
 OM0982
 OM0982                          STATION DESCRIPTION
 OM0982
 OM0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (ITS)
 OM0982'ABOUT 6 MILES NW OF PRINCETON, 3-1/2 MILES SSE OF NESKORO, AND
 OM0982'0.3 MILE W OF STATE HIGHWAY 73, ON THE SUMMIT OF A RATHER
 OM0982'PROMINENT WOODED HILL, THE HIGHEST IN THE VICINITY, ON LAND
 OM0982'OWNED BY MR. JOHN SHURPIT, WHO LIVES 3/8 MILE N OF STATION.
 OM0982'
 OM0982'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 OM0982'DISKS SET IN CONCRETE.
 OM0982'
 OM0982'SURFACE MARK IS SET 4 INCHES ABOVE THE GROUND.
 OM0982'
 OM0982'REFERENCE MARK NO. 1 IS S OF STATION ON SLOPE OF HILL.  MARK
 OM0982'IS 4 INCHES ABOVE THE GROUND.
 OM0982'
 OM0982'REFERENCE MARK NO. 2 IS NW OF STATION, 7 FEET SE OF BLAZED
 OM0982'14-INCH OAK (NAIL IN TRIANGLE BLAZE).  MARK IS 4 INCHES ABOVE
 OM0982'THE GROUND.
 OM0982'
 OM0982'TO REACH FROM PRINCETON, TAKE STATE HIGHWAY 73 NW 6 MILES TO
 OM0982'DISTRICT SCHOOL NO. 2 ON LEFT.  TURN LEFT (W) JUST N OF SCHOOL,
 OM0982'AND FOLLOW SANDY ROAD W 0.1 MILE TO A SAND LANE LEADING N, JUST
 OM0982'A FENCE.  FOLLOW LANE N 1/4 MILE TO LEFT TURN AT CORNER OF WOODS.
 OM0982'KEEP LEFT HAND BRANCH INTO WOODS AND FOLLOW 80 YARDS TO TOP
 OM0982'OF GRADE, NEAR OPENING INTO FIELD, TURN SW UP SLOPE, 100 YARDS.
 OM0982'TO THE STATION.  STATION IS AT THE E SIDE OF A SLIGHT CLEARING,
 OM0982'19 FEET SE OF A BLAZED 8-INCH OAK (NAIL IN TRIANGLE BLAZE),
 OM0982'46.5 FEET SE OF A BLAZED 10-INCH TWIN OAK.  (NAIL IN TRIANGLE
 OM0982'BLAZE).
 OM0982'
 OM0982'HEIGHT OF SIGNAL ABOVE STATION MARK - 19.5 METERS.
 OM0982
 OM0982                          STATION RECOVERY (1954)
 OM0982
 OM0982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 OM0982'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 OM0982'2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  A NEW AZIMUTH
 OM0982'MARK WAS ESTABLISHED.  A DISCREPANCY WAS FOUND IN THE DISTANCE
 OM0982'OF REFERENCE MARK NO. 2.
 OM0982'
 OM0982'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 OM0982'
 OM0982'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF PRINCETON,
 OM0982'3-1/2 MILES SOUTH-SOUTHEAST OF NESHKORO AND IN A SMALL CLEARING
 OM0982'AT THE TOP OF A HIGH PROMINENT KNOLL.  IT IS 14 FEET WEST OF
 OM0982'A 6 INCH OAK TREE WITH A TRIANGLE BLAZE.  IT PROJECTS 3 INCHES
 OM0982'AND THE DISK IS STAMPED NESHKORO 1930.
 OM0982'
 OM0982'REFERENCE MARK NO. 1 IS 5 FEET BELOW THE LEVEL OF THE STATION.
 OM0982'IT PROJECTS 4 INCHES AND THE DISK IS STAMPED NESHKORO NO 1
 OM0982'1930.
 OM0982'
 OM0982'REFERENCE MARK NO. 2 IS 3 FEET BELOW THE LEVEL OF THE STATION.
 OM0982'IT PROJECTS 4 INCHES AND THE DISK IS STAMPED NESHKORO NO 2 1930.
 OM0982'
 OM0982'THE AZIMUTH MARK IS ACROSS THE ROAD, WEST OF A RED BARN, 30 FEET
 OM0982'WEST OF THE CENTER OF A ROAD, 2.5 FEET NORTH OF A WITNESS POST
 OM0982'AND 2 FEET SOUTH OF A FENCE.  IT PROJECTS 5 INCHES AND THE DISK
 OM0982'IS STAMPED NESHKORO 1954.
 OM0982'
 OM0982'TO REACH THE STATION FROM THE POST OFFICE IN NESHKORO, GO
 OM0982'SOUTH-SOUTHEAST ON STATE HIGHWAY 73 FOR 3.2 MILES TO A SIDE ROAD
 OM0982'RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.55 MILE TO A SIDE ROAD
 OM0982'RIGHT, TURN RIGHT AND GO WEST FOR 0.1 MILE TO A DIM WOODS ROAD
 OM0982'ON THE RIGHT.  (FROM HERE CONTINUE WEST FOR 0.8 MILE TO A SIDE
 OM0982'ROAD LEFT, TURN LEFT AND GO SOUTH FOR 0.65 MILE TO A FORK, TAKE
 OM0982'THE LEFT FORK AND GO SOUHT FOR 0.15 MILE TO A RED BARN ON THE LEFT
 OM0982'AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  TURN RIGHT, PASSING
 OM0982'THROUGH A WIRE GATE AND GO NORTHWEST UP HILL ON THE WOODS
 OM0982'ROAD FOR 0.15 MILE TO A FORK, TAKE THE LEFT FORK AND GO NORTHWEST
 OM0982'FOR 0.1 MILE TO A FORK.  TAKE THE LEFT FORK AND CONTINUE
 OM0982'FOR 0.1 MILE TO THE TOP OF THE HILL AND THE STATION IN A
 OM0982'SMALL CLEARING AS DESCRIBED.
 OM0982
 OM0982                          STATION RECOVERY (1981)
 OM0982
 OM0982'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 OM0982'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 OM0982'CONDITION. THE HORIZONTAL DIRECTION TO REFERENCE MARKS 1 AND 2
 OM0982'COMPARED FAVORABLE WITH THE 1954 DATA BY D.A.J.  THE DISTANCE TO
 OM0982'REFERENCE MARKS 1 AND 2 ALSO COMPARED FAVORABLE WITH THE 1954
 OM0982'DATA.
 OM0982'THE STATION IS LOCATED ABOUT 9.7 KM (6 MI) NORTHWEST OF
 OM0982'PRINCETON, 5.7 KM (3-1/2 MI) SOUTH-SOUTHEAST OF NESHKORO AND
 OM0982'0.5 KM (1/4 MI) WEST OF STATE HIGHWAY 73 AND ON
 OM0982'THE SUMMIT OF A PROMINENT KNOLL IN A SMALL CLEARING. IT IS IN
 OM0982'NE1/4,S30,T17N,R11E OF NESHKORO TOWNSHIP.
 OM0982'OWNERSHIP--MRS. ERVIN SHURPIT, RT 2 BOX 30, NESHKORO, WI 54970,
 OM0982'PHONE NUMBER 414 295 3725
 OM0982'
 OM0982'TO REACH THE STATION FROM THE POST OFFICE IN NESHKORO, GO
 OM0982'SOUTH-SOUTHEAST ON STATE HIGHWAY 73 FOR 4.8 KM (3.0 MI) TO A FORK
 OM0982'(22 ND ROAD).  TAKE RIGHT FORK (22 ND ROAD) AND GO SOUTH FOR
 OM0982'0.9 KM (0.55 MI) TO A SIDE ROAD RIGHT (DOVER ROAD).  TURN RIGHT
 OM0982'ON DOVER ROAD AND GO WEST FOR 0.2 KM (0.1 MI) TO A DIM WOODS
 OM0982'ROAD ON THE RIGHT. (FROM HERE CONTINUE WEST FOR 1.2 KM
 OM0982'(0.8 MI) TO A SIDE ROAD LEFT (21 ST DRIVE).  TURN LEFT AND
 OM0982'GO SOUTH ON 21 ST DRIVE FOR 1.0 KM (0.65 MI) TO A FORK.
 OM0982'TAKE THE LEFT FORK AND GO SOUTH FOR 0.2 KM (0.15 MI) TO
 OM0982'A RED BARN ON THE LEFT AND AZIMUTH MARK ON THE RIGHT AS
 OM0982'DESCRIBED.)TURN RIGHT AND GO NORTHEAST UP HILL ON WOODS ROAD
 OM0982'FOR 0.2 KM (0.15 MI) TO A DIM FORK.  TAKE LEFT FORK AND GO
 OM0982'NORTHWEST FOR 0.2 KM (0.1 MI) TO A DIM FORK.  TAKE LEFT FORK
 OM0982'AND CONTINUE FOR 0.2 KM (0.1 MI) TO THE TOP OF THE HILL AND
 OM0982'THE STATION IN A SMALL CLEARING AS DESCRIBED.
 OM0982'
 OM0982'THE STATION IS A STANDARD CGS DISK
 OM0982'STAMPED---NESHKORO 1930---,
 OM0982'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 OM0982'PROJECTING 8 CM ABOVE THE GROUND.  IT IS LOCATED
 OM0982'1.35 METERS (4.5 FT) NORTH-NORTHWEST FROM A METAL WITNESS POST.
 OM0982'THE UNDERGROUND MARK IS AS STATED IN THE 1930 DATA BY I.T.S.
 OM0982'
 OM0982'REFERENCE MARK NUMBER 1 IS A STANDARD CGS DISK
 OM0982'STAMPED---NESHKORO 1930 NO 1---,
 OM0982'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 28 CM ON A SIDE
 OM0982'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 OM0982'0.46 METER (1.5 FT) NORTH FROM A METAL WITNESS POST.
 OM0982'MARK IS BELOW STATION 1.5 METERS.
 OM0982'
 OM0982'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK
 OM0982'STAMPED---NESHKORO 1930 N0 2---,
 OM0982'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 28 CM ON A SIDE
 OM0982'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 OM0982'0.76 METER (2.5 FT) SOUTHEAST FROM A METAL WITNESS POST.
 OM0982'MARK IS BELOW STATION 1.0 METERS.
 OM0982'
 OM0982'AZIMUTH MARK NUMBER 2 IS A STANDARD CGS DISK
 OM0982'STAMPED---NESHKORO 1954---,
 OM0982'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 OM0982'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 OM0982'27.74 METERS (91.0 FT) SOUTH-SOUTHWEST FROM SOUTHWEST CORNER OF
 OM0982'THE OLD RED BARN,
 OM0982'9.14 METERS (30.0 FT) SOUTH-SOUTHEAST FROM A TELEPHONE BURIED
 OM0982'CABLE SIGN.
 OM0982'0.56 METER (1.5 FT) WEST FROM A METAL WITNESS POST AND
 OM0982'10.67 METERS (35.0 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF A
 OM0982'DIRT ROAD.
 OM0982'
 OM0982'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF TREES AND BRUSH.
 OM0982'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH5522 ***********************************************************************
 DH5522  DESIGNATION -  NESHKORO GPS
 DH5522  PID         -  DH5522
 DH5522  STATE/COUNTY-  WI/GREEN LAKE
 DH5522  USGS QUAD   -  NESHKORO (1984)
 DH5522
 DH5522                         *CURRENT SURVEY CONTROL
 DH5522  ___________________________________________________________________
 DH5522* NAD 83(1997)-  43 56 15.88977(N)    089 09 42.56361(W)     ADJUSTED  
 DH5522* NAVD 88     -                                                        
 DH5522  ___________________________________________________________________
 DH5522  X           -      67,297.132 (meters)                     COMP
 DH5522  Y           -  -4,599,944.430 (meters)                     COMP
 DH5522  Z           -   4,403,265.632 (meters)                     COMP
 DH5522  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 DH5522  ELLIP HEIGHT-         219.51  (meters)          (08/01/05) GPS OBS
 DH5522  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 DH5522
 DH5522  HORZ ORDER  -  FIRST
 DH5522  ELLP ORDER  -  SECOND    CLASS I
 DH5522
 DH5522.The horizontal coordinates were established by GPS observations
 DH5522.and adjusted by the WI DEPT OF TRANSP in August 2005..
 DH5522
 DH5522
 DH5522.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5522
 DH5522.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5522
 DH5522.The ellipsoidal height was determined by GPS observations
 DH5522.and is referenced to NAD 83.
 DH5522
 DH5522.The geoid height was determined by GEOID03.
 DH5522
 DH5522;                    North         East     Units Scale Factor Converg.
 DH5522;SPC WI S     -   215,608.409   667,294.496   MT  0.99997636   +0 34 33.3
 DH5522;SPC WI S     -   707,375.26  2,189,282.03   sFT  0.99997636   +0 34 33.3
 DH5522;UTM  16      - 4,867,230.377   326,495.032   MT  0.99997027   -1 30 01.5
 DH5522
 DH5522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5522!SPC WI S     -   0.99996558  x   0.99997636  =   0.99994194
 DH5522!UTM  16      -   0.99996558  x   0.99997027  =   0.99993585
 DH5522
 DH5522                          SUPERSEDED SURVEY CONTROL
 DH5522
 DH5522.No superseded survey control is available for this station.
 DH5522
 DH5522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCP2649567230(NAD 83)
 DH5522_MARKER: DD = SURVEY DISK
 DH5522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5522_STAMPING: NESHKORO GPS 2004
 DH5522_MARK LOGO: WIDT  
 DH5522_PROJECTION: FLUSH
 DH5522_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5522+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH5522
 DH5522  HISTORY     - Date     Condition        Report By
 DH5522  HISTORY     - 2003     MONUMENTED       WIDT
 DH5522
 DH5522                          STATION DESCRIPTION
 DH5522
 DH5522'DESCRIBED BY WI DEPT OF TRANSP 2003 (DJH)
 DH5522'OWNERSHIP--GREEN LAKE COUNTY.  TO REACH THE STATION FROM THE  JUNCTION
 DH5522'OF STATE HIGHWAY 73 WITH COUNTY HIGHWAY DD AND DUCK CREEK AVENUE ABOUT
 DH5522'2 MI  